














                                  SURVEY CONTROL DATA
                                
                             STATE=MN
                             [JUNE 19, 2012       ]
                              Version = 7.88.3
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2635 ***********************************************************************
 DJ2635  DESIGNATION -  007
 DJ2635  PID         -  DJ2635
 DJ2635  STATE/COUNTY-  MN/WABASHA
 DJ2635  COUNTRY     -  US
 DJ2635  USGS QUAD   -  PLAINVIEW (1972)
 DJ2635
 DJ2635                         *CURRENT SURVEY CONTROL
 DJ2635  ______________________________________________________________________
 DJ2635* NAD 83(2007) POSITION- 44 08 58.10044(N) 092 12 38.95818(W)   ADJUSTED  
 DJ2635* NAD 83(2007) ELLIP HT-   327.336 (meters)        (10/12/10)   ADJUSTED
 DJ2635* NAD 83(2007) EPOCH   -  2002.00
 DJ2635* NAVD 88 ORTHO HEIGHT -   357.274  (meters)    1172.16  (feet) ADJUSTED  
 DJ2635  ______________________________________________________________________
 DJ2635  NAD 83(2007) X  -   -176,840.990 (meters)                     COMP
 DJ2635  NAD 83(2007) Y  - -4,580,746.248 (meters)                     COMP
 DJ2635  NAD 83(2007) Z  -  4,420,251.651 (meters)                     COMP
 DJ2635  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC09
 DJ2635  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 DJ2635  DYNAMIC HEIGHT  -        357.220 (meters)     1171.98  (feet) COMP
 DJ2635  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 DJ2635
 DJ2635  HORZ ORDER      -  FIRST
 DJ2635  VERT ORDER      -  SECOND    CLASS I
 DJ2635  ELLP ORDER      -  FOURTH    CLASS I
 DJ2635
 DJ2635.The horizontal coordinates were established by GPS observations
 DJ2635.and adjusted by the National Geodetic Survey in October 2010.
 DJ2635
 DJ2635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ2635.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ2635
 DJ2635.The horizontal coordinates are valid at the epoch date displayed above
 DJ2635.which is a decimal equivalence of Year/Month/Day.
 DJ2635
 DJ2635.The orthometric height was determined by differential leveling and
 DJ2635.adjusted in June 2012.
 DJ2635
 DJ2635.Photographs are available for this station.
 DJ2635
 DJ2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2635
 DJ2635.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ2635
 DJ2635.The ellipsoidal height was determined by GPS observations
 DJ2635.and is referenced to NAD 83.
 DJ2635
 DJ2635.The dynamic height is computed by dividing the NAVD 88
 DJ2635.geopotential number by the normal gravity value computed on the
 DJ2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2635.degrees latitude (g = 980.6199 gals.).
 DJ2635
 DJ2635.The modeled gravity was interpolated from observed gravity values.
 DJ2635
 DJ2635. The following values were computed from the NAD 83(2007) position.
 DJ2635
 DJ2635;                    North         East     Units Scale Factor Converg.
 DJ2635;SPC MN S     -   229,286.006   943,122.519   MT  0.99994081   +1 15 14.7
 DJ2635;SPC MN S     -   752,249.17  3,094,227.80   sFT  0.99994081   +1 15 14.7
 DJ2635;UTM  15      - 4,888,777.380   563,112.669   MT  0.99964899   +0 32 58.9
 DJ2635
 DJ2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2635!SPC MN S     -   0.99994868  x   0.99994081  =   0.99988949
 DJ2635!UTM  15      -   0.99994868  x   0.99964899  =   0.99959768
 DJ2635
 DJ2635                          SUPERSEDED SURVEY CONTROL
 DJ2635
 DJ2635  NAD 83(1996)-  44 08 58.10015(N)    092 12 38.95755(W) AD(       ) 1
 DJ2635  ELLIP H (08/09/07)  327.368  (m)                       GP(       ) 4 1
 DJ2635  NAVD 88 (07/18/11)  357.28   (m)         1172.2    (f) LEVELING    3  
 DJ2635  NAVD 88 (08/09/07)  357.3    (m)  GEOID03 model used   GPS OBS        
 DJ2635
 DJ2635.Superseded values are not recommended for survey control.
 DJ2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2635.See file dsdata.txt to determine how the superseded data were derived.
 DJ2635
 DJ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6311288777(NAD 83)
 DJ2635
 DJ2635_MARKER: DD = SURVEY DISK
 DJ2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2635_STAMPING: 007
 DJ2635_MARK LOGO: MN-157
 DJ2635_PROJECTION: FLUSH
 DJ2635_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DJ2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2635+STABILITY: SURFACE MOTION
 DJ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2635+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DJ2635
 DJ2635  HISTORY     - Date     Condition        Report By
 DJ2635  HISTORY     - 20070401 MONUMENTED       MN-157
 DJ2635  HISTORY     - 20100406 GOOD             MNDT
 DJ2635  HISTORY     - 20100406 GOOD             MNDT
 DJ2635
 DJ2635                          STATION DESCRIPTION
 DJ2635
 DJ2635'DESCRIBED BY WABASHA COUNTY MINNESOTA 2007
 DJ2635'2.4 MILES NORTHEAST OF ELGIN, 2.7 MILES SOUTHWEST OF THE JUNCTION OF
 DJ2635'COUNTY ROAD 8 AND TRUNK HIGHWAY 42 IN PLAINVIEW, 76.2 FEET SOUTH OF
 DJ2635'TRUNK HIGHWAY 42 AT MILEPOINT 11.7, 14.7 FEET SOUTHWEST OF POWER POLE,
 DJ2635'27.6 FEET SOUTH SOUTHWEST OF STAND PIPE, 129 FEET SOUTH SOUTHWEST OF
 DJ2635'SOUTH END OF GUARD RAIL, 0.8 FOOT NORTHWEST OF WITNESS POST.
 DJ2635
 DJ2635                          STATION RECOVERY (2010)
 DJ2635
 DJ2635'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 DJ2635'2.4 MILES NORTHEAST OF ELGIN, 2.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DJ2635'42 FROM THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 42 IN
 DJ2635'PLAINVIEW, 76.2 FEET SOUTH OF TRUNK HIGHWAY 42 AT MILEPOINT 11.7, 14.7
 DJ2635'FEET SOUTHWEST OF POWER POLE, 27.6 FEET SOUTH SOUTHWEST OF STAND PIPE,
 DJ2635'129.0 FEET SOUTH-SOUTHWEST OF SOUTH END OF GUARD RAIL, 0.8 FOOT
 DJ2635'NORTHWEST OF WITNESS POST.
 DJ2635
 DJ2635                          STATION RECOVERY (2010)
 DJ2635
 DJ2635'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 DJ2635'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4701 ***********************************************************************
 DG4701  DESIGNATION -  0105 A
 DG4701  PID         -  DG4701
 DG4701  STATE/COUNTY-  MN/AITKIN
 DG4701  COUNTRY     -  US
 DG4701  USGS QUAD   -  SHOVEL LAKE (1996)
 DG4701
 DG4701                         *CURRENT SURVEY CONTROL
 DG4701  ______________________________________________________________________
 DG4701* NAD 83(2007) POSITION- 46 58 49.98629(N) 093 46 29.76022(W)   ADJUSTED  
 DG4701* NAD 83(2007) ELLIP HT-   389.665 (meters)        (02/10/07)   ADJUSTED
 DG4701* NAD 83(2007) EPOCH   -  2002.00
 DG4701* NAVD 88 ORTHO HEIGHT -   418.414  (meters)    1372.75  (feet) ADJUSTED  
 DG4701  ______________________________________________________________________
 DG4701  NAD 83(2007) X  -   -287,020.250 (meters)                     COMP
 DG4701  NAD 83(2007) Y  - -4,350,075.959 (meters)                     COMP
 DG4701  NAD 83(2007) Z  -  4,640,574.882 (meters)                     COMP
 DG4701  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC09
 DG4701  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DG4701  DYNAMIC HEIGHT  -        418.441 (meters)     1372.84  (feet) COMP
 DG4701  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DG4701
 DG4701  VERT ORDER      -  SECOND    CLASS I
 DG4701
 DG4701  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4701  Type                                         Horiz  Ellip  Dist(km)
 DG4701  -------------------------------------------------------------------
 DG4701  NETWORK                                       0.68   0.76
 DG4701  -------------------------------------------------------------------
 DG4701  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.76      3.83
 DG4701  -------------------------------------------------------------------
 DG4701  NOTE: Click here for information on individual local accuracy
 DG4701  values and other accuracy information.
 DG4701
 DG4701
 DG4701.The horizontal coordinates were established by GPS observations
 DG4701.and adjusted by the National Geodetic Survey in February 2007.
 DG4701
 DG4701.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4701.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4701
 DG4701.The horizontal coordinates are valid at the epoch date displayed above
 DG4701.which is a decimal equivalence of Year/Month/Day.
 DG4701
 DG4701.The orthometric height was determined by differential leveling and
 DG4701.adjusted in May 2009.
 DG4701
 DG4701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4701
 DG4701.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4701
 DG4701.The ellipsoidal height was determined by GPS observations
 DG4701.and is referenced to NAD 83.
 DG4701
 DG4701.The dynamic height is computed by dividing the NAVD 88
 DG4701.geopotential number by the normal gravity value computed on the
 DG4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4701.degrees latitude (g = 980.6199 gals.).
 DG4701
 DG4701.The modeled gravity was interpolated from observed gravity values.
 DG4701
 DG4701. The following values were computed from the NAD 83(2007) position.
 DG4701
 DG4701;                    North         East     Units Scale Factor Converg.
 DG4701;SPC MN C     -   320,246.603   836,144.035   MT  0.99998556   +0 20 37.2
 DG4701;SPC MN C     - 1,050,675.73  2,743,249.22   sFT  0.99998556   +0 20 37.2
 DG4701;UTM  15      - 5,203,294.304   441,063.989   MT  0.99964269   -0 33 59.7
 DG4701
 DG4701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4701!SPC MN C     -   0.99993892  x   0.99998556  =   0.99992448
 DG4701!UTM  15      -   0.99993892  x   0.99964269  =   0.99958164
 DG4701
 DG4701                          SUPERSEDED SURVEY CONTROL
 DG4701
 DG4701  NAD 83(1996)-  46 58 49.98600(N)    093 46 29.76011(W) AD(       ) 1
 DG4701  ELLIP H (03/16/04)  389.683  (m)                       GP(       ) 3 1
 DG4701  NAVD 88 (03/16/04)  418.41   (m)         1372.7    (f) LEVELING    3  
 DG4701
 DG4701.Superseded values are not recommended for survey control.
 DG4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4701.See file dsdata.txt to determine how the superseded data were derived.
 DG4701
 DG4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4106303294(NAD 83)
 DG4701
 DG4701_MARKER: DD = SURVEY DISK
 DG4701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4701_STAMPING: 0105 A 2002
 DG4701_MARK LOGO: MNDT  
 DG4701_PROJECTION: FLUSH
 DG4701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4701+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4701_ROD/PIPE-DEPTH:  5.5 meters
 DG4701
 DG4701  HISTORY     - Date     Condition        Report By
 DG4701  HISTORY     - 2002     MONUMENTED       MNDT
 DG4701  HISTORY     - 20020710 GOOD             MNDT
 DG4701
 DG4701                          STATION DESCRIPTION
 DG4701
 DG4701'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4701'THE MARK IS 8 MI (12.9 KM) WEST OF HILL CITY, 8.15 MI (13.12 KM) WEST
 DG4701'OF THE JCT OF TH 200 AND TH 169, AT COUNTY LINE, AT TH 200 MP 167.05,
 DG4701'129 FT (39.3 M) SOUTH OF TH 200, 98.7 FT (30.1 M) WSW OF P-POLE, 1.7
 DG4701'FT (0.5 M) EAST OF WITNESS POST.
 DG4701
 DG4701                          STATION RECOVERY (2002)
 DG4701
 DG4701'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4702 ***********************************************************************
 DG4702  DESIGNATION -  0105 B
 DG4702  PID         -  DG4702
 DG4702  STATE/COUNTY-  MN/AITKIN
 DG4702  COUNTRY     -  US
 DG4702  USGS QUAD   -  SHOVEL LAKE (1996)
 DG4702
 DG4702                         *CURRENT SURVEY CONTROL
 DG4702  ______________________________________________________________________
 DG4702* NAD 83(2007) POSITION- 46 59 04.43557(N) 093 45 06.86803(W)   ADJUSTED  
 DG4702* NAD 83(2007) ELLIP HT-   387.879 (meters)        (02/10/07)   ADJUSTED
 DG4702* NAD 83(2007) EPOCH   -  2002.00
 DG4702* NAVD 88 ORTHO HEIGHT -   416.659  (meters)    1366.99  (feet) ADJUSTED  
 DG4702  ______________________________________________________________________
 DG4702  NAD 83(2007) X  -   -285,250.622 (meters)                     COMP
 DG4702  NAD 83(2007) Y  - -4,349,864.177 (meters)                     COMP
 DG4702  NAD 83(2007) Z  -  4,640,878.004 (meters)                     COMP
 DG4702  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC09
 DG4702  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 DG4702  DYNAMIC HEIGHT  -        416.685 (meters)     1367.07  (feet) COMP
 DG4702  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DG4702
 DG4702  VERT ORDER      -  SECOND    CLASS I
 DG4702
 DG4702  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4702  Type                                         Horiz  Ellip  Dist(km)
 DG4702  -------------------------------------------------------------------
 DG4702  NETWORK                                       0.74   0.86
 DG4702  -------------------------------------------------------------------
 DG4702  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.73   0.86      5.25
 DG4702  -------------------------------------------------------------------
 DG4702  NOTE: Click here for information on individual local accuracy
 DG4702  values and other accuracy information.
 DG4702
 DG4702
 DG4702.The horizontal coordinates were established by GPS observations
 DG4702.and adjusted by the National Geodetic Survey in February 2007.
 DG4702
 DG4702.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4702.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4702
 DG4702.The horizontal coordinates are valid at the epoch date displayed above
 DG4702.which is a decimal equivalence of Year/Month/Day.
 DG4702
 DG4702.The orthometric height was determined by differential leveling and
 DG4702.adjusted in May 2009.
 DG4702
 DG4702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4702
 DG4702.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4702
 DG4702.The ellipsoidal height was determined by GPS observations
 DG4702.and is referenced to NAD 83.
 DG4702
 DG4702.The dynamic height is computed by dividing the NAVD 88
 DG4702.geopotential number by the normal gravity value computed on the
 DG4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4702.degrees latitude (g = 980.6199 gals.).
 DG4702
 DG4702.The modeled gravity was interpolated from observed gravity values.
 DG4702
 DG4702. The following values were computed from the NAD 83(2007) position.
 DG4702
 DG4702;                    North         East     Units Scale Factor Converg.
 DG4702;SPC MN C     -   320,703.554   837,893.042   MT  0.99998635   +0 21 37.1
 DG4702;SPC MN C     - 1,052,174.91  2,748,987.42   sFT  0.99998635   +0 21 37.1
 DG4702;UTM  15      - 5,203,723.266   442,819.429   MT  0.99964018   -0 32 59.2
 DG4702
 DG4702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4702!SPC MN C     -   0.99993920  x   0.99998635  =   0.99992555
 DG4702!UTM  15      -   0.99993920  x   0.99964018  =   0.99957941
 DG4702
 DG4702                          SUPERSEDED SURVEY CONTROL
 DG4702
 DG4702  NAD 83(1996)-  46 59 04.43528(N)    093 45 06.86793(W) AD(       ) 1
 DG4702  ELLIP H (03/16/04)  387.897  (m)                       GP(       ) 3 1
 DG4702  NAVD 88 (03/16/04)  416.66   (m)         1367.0    (f) LEVELING    3  
 DG4702
 DG4702.Superseded values are not recommended for survey control.
 DG4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4702.See file dsdata.txt to determine how the superseded data were derived.
 DG4702
 DG4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4281903723(NAD 83)
 DG4702
 DG4702_MARKER: DD = SURVEY DISK
 DG4702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4702_STAMPING: 0105 B 2002
 DG4702_MARK LOGO: MNDT  
 DG4702_PROJECTION: FLUSH
 DG4702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4702+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4702_ROD/PIPE-DEPTH:  9.1 meters
 DG4702
 DG4702  HISTORY     - Date     Condition        Report By
 DG4702  HISTORY     - 2002     MONUMENTED       MNDT
 DG4702  HISTORY     - 20020710 GOOD             MNDT
 DG4702
 DG4702                          STATION DESCRIPTION
 DG4702
 DG4702'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4702'THE MARK IS 7 MI (11.3 KM) WEST OF HILL CITY, 7.2 MI (11.6 KM) WEST
 DG4702'ALONG TH 200 FROM THE JCT OF TH 169 IN HILL CITY, AT TH 200 MP 168.2,
 DG4702'111.3 FT (33.9 M) SOUTH OF TH 200, 12.6 FT (3.8 M) WEST OF TRAIL, 49.9
 DG4702'FT (15.2 M) WEST OF P-POLE, 3.8 FT (1.2 M) NORTH OF WITNESS POST.
 DG4702
 DG4702                          STATION RECOVERY (2002)
 DG4702
 DG4702'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4703 ***********************************************************************
 DG4703  DESIGNATION -  0105 C
 DG4703  PID         -  DG4703
 DG4703  STATE/COUNTY-  MN/AITKIN
 DG4703  COUNTRY     -  US
 DG4703  USGS QUAD   -  SWATARA (1971)
 DG4703
 DG4703                         *CURRENT SURVEY CONTROL
 DG4703  ______________________________________________________________________
 DG4703* NAD 83(2007) POSITION- 46 59 13.14017(N) 093 41 31.01307(W)   ADJUSTED  
 DG4703* NAD 83(2007) ELLIP HT-   386.205 (meters)        (02/10/07)   ADJUSTED
 DG4703* NAD 83(2007) EPOCH   -  2002.00
 DG4703* NAVD 88 ORTHO HEIGHT -   415.019  (meters)    1361.61  (feet) ADJUSTED  
 DG4703  ______________________________________________________________________
 DG4703  NAD 83(2007) X  -   -280,685.628 (meters)                     COMP
 DG4703  NAD 83(2007) Y  - -4,349,963.019 (meters)                     COMP
 DG4703  NAD 83(2007) Z  -  4,641,060.164 (meters)                     COMP
 DG4703  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC09
 DG4703  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 DG4703  DYNAMIC HEIGHT  -        415.046 (meters)     1361.70  (feet) COMP
 DG4703  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DG4703
 DG4703  VERT ORDER      -  SECOND    CLASS I
 DG4703
 DG4703  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4703  Type                                         Horiz  Ellip  Dist(km)
 DG4703  -------------------------------------------------------------------
 DG4703  NETWORK                                       0.66   0.80
 DG4703  -------------------------------------------------------------------
 DG4703  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.80      2.76
 DG4703  -------------------------------------------------------------------
 DG4703  NOTE: Click here for information on individual local accuracy
 DG4703  values and other accuracy information.
 DG4703
 DG4703
 DG4703.The horizontal coordinates were established by GPS observations
 DG4703.and adjusted by the National Geodetic Survey in February 2007.
 DG4703
 DG4703.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4703.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4703
 DG4703.The horizontal coordinates are valid at the epoch date displayed above
 DG4703.which is a decimal equivalence of Year/Month/Day.
 DG4703
 DG4703.The orthometric height was determined by differential leveling and
 DG4703.adjusted in May 2009.
 DG4703
 DG4703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4703
 DG4703.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4703
 DG4703.The ellipsoidal height was determined by GPS observations
 DG4703.and is referenced to NAD 83.
 DG4703
 DG4703.The dynamic height is computed by dividing the NAVD 88
 DG4703.geopotential number by the normal gravity value computed on the
 DG4703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4703.degrees latitude (g = 980.6199 gals.).
 DG4703
 DG4703.The modeled gravity was interpolated from observed gravity values.
 DG4703
 DG4703. The following values were computed from the NAD 83(2007) position.
 DG4703
 DG4703;                    North         East     Units Scale Factor Converg.
 DG4703;SPC MN C     -   321,002.760   842,452.593   MT  0.99998684   +0 24 13.3
 DG4703;SPC MN C     - 1,053,156.56  2,763,946.55   sFT  0.99998684   +0 24 13.3
 DG4703;UTM  15      - 5,203,949.952   447,381.561   MT  0.99963403   -0 30 21.5
 DG4703
 DG4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4703!SPC MN C     -   0.99993947  x   0.99998684  =   0.99992631
 DG4703!UTM  15      -   0.99993947  x   0.99963403  =   0.99957352
 DG4703
 DG4703:                Primary Azimuth Mark                     Grid Az
 DG4703:SPC MN C     -  0105 D                                   086 58 11.6
 DG4703:UTM  15      -  0105 D                                   087 52 46.4
 DG4703
 DG4703|---------------------------------------------------------------------|
 DG4703| PID    Reference Object                     Distance      Geod. Az  |
 DG4703|                                                           dddmmss.s |
 DG4703| DG4704 0105 D                              APPROX. 1.2 KM 0872224.9 |
 DG4703|---------------------------------------------------------------------|
 DG4703
 DG4703                          SUPERSEDED SURVEY CONTROL
 DG4703
 DG4703  NAD 83(1996)-  46 59 13.13990(N)    093 41 31.01288(W) AD(       ) 1
 DG4703  ELLIP H (03/16/04)  386.225  (m)                       GP(       ) 3 1
 DG4703  NAVD 88 (03/16/04)  415.02   (m)         1361.6    (f) LEVELING    3  
 DG4703
 DG4703.Superseded values are not recommended for survey control.
 DG4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4703.See file dsdata.txt to determine how the superseded data were derived.
 DG4703
 DG4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4738103949(NAD 83)
 DG4703
 DG4703_MARKER: DD = SURVEY DISK
 DG4703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4703_STAMPING: 0105 C 2002
 DG4703_MARK LOGO: MNDT  
 DG4703_PROJECTION: FLUSH
 DG4703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4703+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4703_ROD/PIPE-DEPTH:  8.2 meters
 DG4703
 DG4703  HISTORY     - Date     Condition        Report By
 DG4703  HISTORY     - 2002     MONUMENTED       MNDT
 DG4703
 DG4703                          STATION DESCRIPTION
 DG4703
 DG4703'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4703'THE MARK IS 4 MI (6.4 KM) WEST OF HILL CITY, 4.1 MI (6.6 KM) WEST
 DG4703'ALONG TH 200 FROM JCT OF TH 200 AND TH 169 IN HILL CITY, AT TH 200 MP
 DG4703'171.1, 64 FT (19.5 M) NORTH OF TH 200, 16 FT (4.9 M) EAST OF DRIVEWAY,
 DG4703'126.6 FT (38.6 M) SW OF P-POLE WITH TRANSFORMER, 3.3 FT (1.0 M) NORTH
 DG4703'OF WITNESS POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG4703'ROD DEPTH 27 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4704 ***********************************************************************
 DG4704  DESIGNATION -  0105 D
 DG4704  PID         -  DG4704
 DG4704  STATE/COUNTY-  MN/AITKIN
 DG4704  COUNTRY     -  US
 DG4704  USGS QUAD   -  SWATARA (1971)
 DG4704
 DG4704                         *CURRENT SURVEY CONTROL
 DG4704  ______________________________________________________________________
 DG4704* NAD 83(2007) POSITION- 46 59 14.87842(N) 093 40 35.51778(W)   ADJUSTED  
 DG4704* NAD 83(2007) ELLIP HT-   388.650 (meters)        (02/10/07)   ADJUSTED
 DG4704* NAD 83(2007) EPOCH   -  2002.00
 DG4704* NAVD 88 ORTHO HEIGHT -   417.477  (meters)    1369.67  (feet) ADJUSTED  
 DG4704  ______________________________________________________________________
 DG4704  NAD 83(2007) X  -   -279,512.855 (meters)                     COMP
 DG4704  NAD 83(2007) Y  - -4,350,000.873 (meters)                     COMP
 DG4704  NAD 83(2007) Z  -  4,641,098.571 (meters)                     COMP
 DG4704  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC09
 DG4704  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 DG4704  DYNAMIC HEIGHT  -        417.504 (meters)     1369.76  (feet) COMP
 DG4704  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DG4704
 DG4704  VERT ORDER      -  SECOND    CLASS I
 DG4704
 DG4704  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4704  Type                                         Horiz  Ellip  Dist(km)
 DG4704  -------------------------------------------------------------------
 DG4704  NETWORK                                       0.60   0.76
 DG4704  -------------------------------------------------------------------
 DG4704  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.63      2.85
 DG4704  -------------------------------------------------------------------
 DG4704  NOTE: Click here for information on individual local accuracy
 DG4704  values and other accuracy information.
 DG4704
 DG4704
 DG4704.The horizontal coordinates were established by GPS observations
 DG4704.and adjusted by the National Geodetic Survey in February 2007.
 DG4704
 DG4704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4704.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4704
 DG4704.The horizontal coordinates are valid at the epoch date displayed above
 DG4704.which is a decimal equivalence of Year/Month/Day.
 DG4704
 DG4704.The orthometric height was determined by differential leveling and
 DG4704.adjusted in May 2009.
 DG4704
 DG4704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4704
 DG4704.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4704
 DG4704.The ellipsoidal height was determined by GPS observations
 DG4704.and is referenced to NAD 83.
 DG4704
 DG4704.The dynamic height is computed by dividing the NAVD 88
 DG4704.geopotential number by the normal gravity value computed on the
 DG4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4704.degrees latitude (g = 980.6199 gals.).
 DG4704
 DG4704.The modeled gravity was interpolated from observed gravity values.
 DG4704
 DG4704. The following values were computed from the NAD 83(2007) position.
 DG4704
 DG4704;                    North         East     Units Scale Factor Converg.
 DG4704;SPC MN C     -   321,064.813   843,624.874   MT  0.99998693   +0 24 53.4
 DG4704;SPC MN C     - 1,053,360.14  2,767,792.61   sFT  0.99998693   +0 24 53.4
 DG4704;UTM  15      - 5,203,993.372   448,554.265   MT  0.99963253   -0 29 40.9
 DG4704
 DG4704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4704!SPC MN C     -   0.99993908  x   0.99998693  =   0.99992601
 DG4704!UTM  15      -   0.99993908  x   0.99963253  =   0.99957164
 DG4704
 DG4704:                Primary Azimuth Mark                     Grid Az
 DG4704:SPC MN C     -  0105 C                                   266 58 12.1
 DG4704:UTM  15      -  0105 C                                   267 52 46.4
 DG4704
 DG4704|---------------------------------------------------------------------|
 DG4704| PID    Reference Object                     Distance      Geod. Az  |
 DG4704|                                                           dddmmss.s |
 DG4704| DG4703 0105 C                              APPROX. 1.2 KM 2672305.5 |
 DG4704|---------------------------------------------------------------------|
 DG4704
 DG4704                          SUPERSEDED SURVEY CONTROL
 DG4704
 DG4704  NAD 83(1996)-  46 59 14.87815(N)    093 40 35.51755(W) AD(       ) 1
 DG4704  ELLIP H (03/16/04)  388.671  (m)                       GP(       ) 3 1
 DG4704  NAVD 88 (03/16/04)  417.48   (m)         1369.7    (f) LEVELING    3  
 DG4704
 DG4704.Superseded values are not recommended for survey control.
 DG4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4704.See file dsdata.txt to determine how the superseded data were derived.
 DG4704
 DG4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4855403993(NAD 83)
 DG4704
 DG4704_MARKER: DD = SURVEY DISK
 DG4704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4704_STAMPING: 0105 D 2002
 DG4704_MARK LOGO: MNDT  
 DG4704_PROJECTION: FLUSH
 DG4704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4704+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4704_ROD/PIPE-DEPTH:  6.1 meters
 DG4704
 DG4704  HISTORY     - Date     Condition        Report By
 DG4704  HISTORY     - 2002     MONUMENTED       MNDT
 DG4704  HISTORY     - 20020710 GOOD             MNDT
 DG4704
 DG4704                          STATION DESCRIPTION
 DG4704
 DG4704'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4704'THE MARK IS 3.35 MI (5.39 KM) WEST OF HILL CITY, 3.35 MI (5.39 KM)
 DG4704'WEST ALONG TH 200 FROM JCT OF TH 200 AND TH 169 IN HILL CITY, AT TH
 DG4704'200 MP 171.85, 149 FT (45.4 M) NORTH OF TH 200, 20.5 FT (6.2 M) WEST
 DG4704'OF 390TH PL, 84.1 FT (25.6 M) NORTH OF CABLE MARKER, 3.7 FT (1.1 M)
 DG4704'EAST OF WITNESS POST.
 DG4704
 DG4704                          STATION RECOVERY (2002)
 DG4704
 DG4704'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4705 ***********************************************************************
 DG4705  DESIGNATION -  0105 E
 DG4705  PID         -  DG4705
 DG4705  STATE/COUNTY-  MN/AITKIN
 DG4705  COUNTRY     -  US
 DG4705  USGS QUAD   -  SWATARA (1971)
 DG4705
 DG4705                         *CURRENT SURVEY CONTROL
 DG4705  ______________________________________________________________________
 DG4705* NAD 83(2007) POSITION- 46 59 11.87715(N) 093 39 20.24022(W)   ADJUSTED  
 DG4705* NAD 83(2007) ELLIP HT-   382.109 (meters)        (02/10/07)   ADJUSTED
 DG4705* NAD 83(2007) EPOCH   -  2002.00
 DG4705* NAVD 88 ORTHO HEIGHT -   410.960  (meters)    1348.29  (feet) ADJUSTED  
 DG4705  ______________________________________________________________________
 DG4705  NAD 83(2007) X  -   -277,929.315 (meters)                     COMP
 DG4705  NAD 83(2007) Y  - -4,350,165.775 (meters)                     COMP
 DG4705  NAD 83(2007) Z  -  4,641,030.561 (meters)                     COMP
 DG4705  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC09
 DG4705  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DG4705  DYNAMIC HEIGHT  -        410.986 (meters)     1348.38  (feet) COMP
 DG4705  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DG4705
 DG4705  VERT ORDER      -  SECOND    CLASS I
 DG4705
 DG4705  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4705  Type                                         Horiz  Ellip  Dist(km)
 DG4705  -------------------------------------------------------------------
 DG4705  NETWORK                                       0.45   0.57
 DG4705  -------------------------------------------------------------------
 DG4705  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.38   0.50      3.23
 DG4705  -------------------------------------------------------------------
 DG4705  NOTE: Click here for information on individual local accuracy
 DG4705  values and other accuracy information.
 DG4705
 DG4705
 DG4705.The horizontal coordinates were established by GPS observations
 DG4705.and adjusted by the National Geodetic Survey in February 2007.
 DG4705
 DG4705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4705.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4705
 DG4705.The horizontal coordinates are valid at the epoch date displayed above
 DG4705.which is a decimal equivalence of Year/Month/Day.
 DG4705
 DG4705.The orthometric height was determined by differential leveling and
 DG4705.adjusted in May 2009.
 DG4705
 DG4705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4705
 DG4705.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4705
 DG4705.The ellipsoidal height was determined by GPS observations
 DG4705.and is referenced to NAD 83.
 DG4705
 DG4705.The dynamic height is computed by dividing the NAVD 88
 DG4705.geopotential number by the normal gravity value computed on the
 DG4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4705.degrees latitude (g = 980.6199 gals.).
 DG4705
 DG4705.The modeled gravity was interpolated from observed gravity values.
 DG4705
 DG4705. The following values were computed from the NAD 83(2007) position.
 DG4705
 DG4705;                    North         East     Units Scale Factor Converg.
 DG4705;SPC MN C     -   320,983.862   845,216.241   MT  0.99998677   +0 25 47.9
 DG4705;SPC MN C     - 1,053,094.55  2,773,013.62   sFT  0.99998677   +0 25 47.9
 DG4705;UTM  15      - 5,203,887.211   450,143.582   MT  0.99963055   -0 28 45.8
 DG4705
 DG4705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4705!SPC MN C     -   0.99994011  x   0.99998677  =   0.99992688
 DG4705!UTM  15      -   0.99994011  x   0.99963055  =   0.99957068
 DG4705
 DG4705                          SUPERSEDED SURVEY CONTROL
 DG4705
 DG4705  NAD 83(1996)-  46 59 11.87689(N)    093 39 20.24000(W) AD(       ) 1
 DG4705  ELLIP H (03/16/04)  382.130  (m)                       GP(       ) 3 1
 DG4705  NAVD 88 (03/16/04)  410.96   (m)         1348.3    (f) LEVELING    3  
 DG4705
 DG4705.Superseded values are not recommended for survey control.
 DG4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4705.See file dsdata.txt to determine how the superseded data were derived.
 DG4705
 DG4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5014303887(NAD 83)
 DG4705
 DG4705_MARKER: DD = SURVEY DISK
 DG4705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4705_STAMPING: 0105 E 2002
 DG4705_MARK LOGO: MNDT  
 DG4705_PROJECTION: FLUSH
 DG4705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4705+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DG4705_ROD/PIPE-DEPTH:  4.6 meters
 DG4705
 DG4705  HISTORY     - Date     Condition        Report By
 DG4705  HISTORY     - 2002     MONUMENTED       MNDT
 DG4705  HISTORY     - 20020710 GOOD             MNDT
 DG4705  HISTORY     - 20060219 GOOD             USPSQD
 DG4705
 DG4705                          STATION DESCRIPTION
 DG4705
 DG4705'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4705'THE MARK IS 2.4 MI (3.9 KM) WEST OF HILL CITY, 2.4 MI (3.9 KM) WEST
 DG4705'ALONG TH 200 FROM JCT OF TH 200 AND TH 169 IN HILL CITY, AT TH 200 MP
 DG4705'172.8, 111.5 FT (34.0 M) SOUTH OF TH 200, 20 FT (6.1 M) EAST OF HYBRID
 DG4705'ASPEN FOREST ROAD, 28 FT (8.5 M) NW OF P-POLE, 1.7 FT (0.5 M) SOUTH OF
 DG4705'WITNESS POST.
 DG4705
 DG4705                          STATION RECOVERY (2002)
 DG4705
 DG4705'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4705'THE MARK IS 2.4 MI (3.9 KM) WEST OF HILL CITY, 2.4 MI (3.9 KM) WEST
 DG4705'ALONG TH 200 FROM JCT OF TH 200 AND TH 169 IN HILL CITY, AT TH 200 MP
 DG4705'172.8, 111.5 FT (34.0 M) SOUTH OF TH 200, 20 FT (6.1 M) EAST OF HYBRID
 DG4705'ASPEN FOREST RD, 28 FT (8.5 M) NW OF P-POLE, 1.7 FT (0.5 M) SOUTH OF
 DG4705'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH 15 FT.
 DG4705
 DG4705                          STATION RECOVERY (2006)
 DG4705
 DG4705'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 DG4705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4706 ***********************************************************************
 DG4706  DESIGNATION -  0105 F
 DG4706  PID         -  DG4706
 DG4706  STATE/COUNTY-  MN/AITKIN
 DG4706  COUNTRY     -  US
 DG4706  USGS QUAD   -  SWATARA (1971)
 DG4706
 DG4706                         *CURRENT SURVEY CONTROL
 DG4706  ______________________________________________________________________
 DG4706* NAD 83(2007) POSITION- 46 59 09.96066(N) 093 37 44.82334(W)   ADJUSTED  
 DG4706* NAD 83(2007) ELLIP HT-   363.392 (meters)        (02/10/07)   ADJUSTED
 DG4706* NAD 83(2007) EPOCH   -  2002.00
 DG4706* NAVD 88 ORTHO HEIGHT -   392.243  (meters)    1286.88  (feet) ADJUSTED  
 DG4706  ______________________________________________________________________
 DG4706  NAD 83(2007) X  -   -275,918.855 (meters)                     COMP
 DG4706  NAD 83(2007) Y  - -4,350,324.325 (meters)                     COMP
 DG4706  NAD 83(2007) Z  -  4,640,976.500 (meters)                     COMP
 DG4706  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC09
 DG4706  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 DG4706  DYNAMIC HEIGHT  -        392.268 (meters)     1286.97  (feet) COMP
 DG4706  MODELED GRAVITY -    980,665.7   (mgal)                       NAVD 88
 DG4706
 DG4706  VERT ORDER      -  SECOND    CLASS I
 DG4706
 DG4706  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4706  Type                                         Horiz  Ellip  Dist(km)
 DG4706  -------------------------------------------------------------------
 DG4706  NETWORK                                       0.41   0.51
 DG4706  -------------------------------------------------------------------
 DG4706  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.31   0.40      2.97
 DG4706  -------------------------------------------------------------------
 DG4706  NOTE: Click here for information on individual local accuracy
 DG4706  values and other accuracy information.
 DG4706
 DG4706
 DG4706.The horizontal coordinates were established by GPS observations
 DG4706.and adjusted by the National Geodetic Survey in February 2007.
 DG4706
 DG4706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4706.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4706
 DG4706.The horizontal coordinates are valid at the epoch date displayed above
 DG4706.which is a decimal equivalence of Year/Month/Day.
 DG4706
 DG4706.The orthometric height was determined by differential leveling and
 DG4706.adjusted in May 2009.
 DG4706
 DG4706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4706
 DG4706.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4706
 DG4706.The ellipsoidal height was determined by GPS observations
 DG4706.and is referenced to NAD 83.
 DG4706
 DG4706.The dynamic height is computed by dividing the NAVD 88
 DG4706.geopotential number by the normal gravity value computed on the
 DG4706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4706.degrees latitude (g = 980.6199 gals.).
 DG4706
 DG4706.The modeled gravity was interpolated from observed gravity values.
 DG4706
 DG4706. The following values were computed from the NAD 83(2007) position.
 DG4706
 DG4706;                    North         East     Units Scale Factor Converg.
 DG4706;SPC MN C     -   320,940.151   847,232.962   MT  0.99998666   +0 26 56.9
 DG4706;SPC MN C     - 1,052,951.15  2,779,630.14   sFT  0.99998666   +0 26 56.9
 DG4706;UTM  15      - 5,203,811.528   452,158.635   MT  0.99962813   -0 27 36.0
 DG4706
 DG4706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4706!SPC MN C     -   0.99994304  x   0.99998666  =   0.99992970
 DG4706!UTM  15      -   0.99994304  x   0.99962813  =   0.99957119
 DG4706
 DG4706                          SUPERSEDED SURVEY CONTROL
 DG4706
 DG4706  NAD 83(1996)-  46 59 09.96040(N)    093 37 44.82313(W) AD(       ) 1
 DG4706  ELLIP H (03/16/04)  363.411  (m)                       GP(       ) 3 1
 DG4706  NAVD 88 (03/16/04)  392.24   (m)         1286.9    (f) LEVELING    3  
 DG4706
 DG4706.Superseded values are not recommended for survey control.
 DG4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4706.See file dsdata.txt to determine how the superseded data were derived.
 DG4706
 DG4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5215803811(NAD 83)
 DG4706
 DG4706_MARKER: DD = SURVEY DISK
 DG4706_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4706_STAMPING: 0105 F 2002
 DG4706_MARK LOGO: MNDT  
 DG4706_PROJECTION: RECESSED 8 CENTIMETERS
 DG4706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4706+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2006
 DG4706_ROD/PIPE-DEPTH: 12.2 meters
 DG4706
 DG4706  HISTORY     - Date     Condition        Report By
 DG4706  HISTORY     - 2002     MONUMENTED       MNDT
 DG4706  HISTORY     - 20020710 GOOD             MNDT
 DG4706  HISTORY     - 20060219 GOOD             USPSQD
 DG4706
 DG4706                          STATION DESCRIPTION
 DG4706
 DG4706'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4706'THE MARK IS 1.2 MI (1.9 KM) WEST OF HILL CITY, 1.2 MI (1.9 KM) WEST
 DG4706'ALONG TH 200 FROM JCT OF TH 200 AND TH 169 IN HILL CITY, AT TH 200 MP
 DG4706'174.0, 134.5 FT (41.0 M) SOUTH OF TH 200, 30 FT (9.1 M) EAST OF 368TH
 DG4706'PL, 3.6 FT (1.1 M) WEST OF FENCE, 65.1 FT (19.8 M) SSW OF P-POLE, 54.1
 DG4706'FT (16.5 M) SSW OF FENCE CORNER, 2.6 FT (0.8 M) EAST OF WITNESS POST.
 DG4706
 DG4706                          STATION RECOVERY (2002)
 DG4706
 DG4706'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4706'RECOVERED AS DESCRIBED.
 DG4706
 DG4706                          STATION RECOVERY (2006)
 DG4706
 DG4706'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHG)
 DG4706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4800 ***********************************************************************
 DN4800  DESIGNATION -  0106 A
 DN4800  PID         -  DN4800
 DN4800  STATE/COUNTY-  MN/AITKIN
 DN4800  COUNTRY     -  US
 DN4800  USGS QUAD   -  JACOBSON (1970)
 DN4800
 DN4800                         *CURRENT SURVEY CONTROL
 DN4800  ______________________________________________________________________
 DN4800* NAD 83(1986) POSITION- 47 00 05.     (N) 093 16 07.     (W)   SCALED    
 DN4800* NAVD 88 ORTHO HEIGHT -   380.811  (meters)    1249.38  (feet) ADJUSTED  
 DN4800  ______________________________________________________________________
 DN4800  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DN4800  DYNAMIC HEIGHT  -        380.835 (meters)     1249.46  (feet) COMP
 DN4800  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DN4800
 DN4800  VERT ORDER      -  SECOND    CLASS I
 DN4800
 DN4800.The horizontal coordinates were scaled from a topographic map and have
 DN4800.an estimated accuracy of +/- 6 seconds.
 DN4800.
 DN4800.The orthometric height was determined by differential leveling and
 DN4800.adjusted in June 2012.
 DN4800
 DN4800.No vertical observational check was made to the station.
 DN4800
 DN4800.The dynamic height is computed by dividing the NAVD 88
 DN4800.geopotential number by the normal gravity value computed on the
 DN4800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4800.degrees latitude (g = 980.6199 gals.).
 DN4800
 DN4800.The modeled gravity was interpolated from observed gravity values.
 DN4800
 DN4800;                    North         East    Units  Estimated Accuracy
 DN4800;SPC MN C     -   322,920.      874,640.      MT  (+/- 180 meters Scaled)
 DN4800
 DN4800                          SUPERSEDED SURVEY CONTROL
 DN4800
 DN4800.No superseded survey control is available for this station.
 DN4800
 DN4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN795053(NAD 83)
 DN4800
 DN4800_MARKER: DH = HORIZONTAL CONTROL DISK
 DN4800_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN4800_SP_SET: BRIDGE RAILING
 DN4800_STAMPING: 0106 A 2002
 DN4800_MARK LOGO: MNDT  
 DN4800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN4800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4800+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DN4800
 DN4800  HISTORY     - Date     Condition        Report By
 DN4800  HISTORY     - 20020401 MONUMENTED       MNDT
 DN4800  HISTORY     - 20091103 GOOD             MNDT
 DN4800
 DN4800                          STATION DESCRIPTION
 DN4800
 DN4800'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DN4800'THE MARK IS IN JACOBSON.
 DN4800' 
 DN4800'TO REACH THE MARK IN BRIDGE RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DN4800'200 BRIDGE NUMBER 01015 OVER MISSISSIPPI RIVER.
 DN4800' 
 DN4800'IT IS 0.1 MI (0.2 KM) WEST ALONG TRUNK HIGHWAY 200 FROM THE SOUTH
 DN4800'JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 65 IN JACOBSON, 21 FT
 DN4800'(6.4 M) SOUTH OF TRUNK HIGHWAY 200, 13.5 FT (4.1 M) WEST OF THE
 DN4800'SOUTHEAST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6950 ***********************************************************************
 DG6950  DESIGNATION -  0108 C
 DG6950  PID         -  DG6950
 DG6950  STATE/COUNTY-  MN/AITKIN
 DG6950  COUNTRY     -  US
 DG6950  USGS QUAD   -  MALMO (1973)
 DG6950
 DG6950                         *CURRENT SURVEY CONTROL
 DG6950  ______________________________________________________________________
 DG6950* NAD 83(1986) POSITION- 46 17 27.     (N) 093 31 55.     (W)   SCALED    
 DG6950* NAVD 88 ORTHO HEIGHT -   385.914  (meters)    1266.12  (feet) ADJUSTED  
 DG6950  ______________________________________________________________________
 DG6950  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DG6950  DYNAMIC HEIGHT  -        385.924 (meters)     1266.15  (feet) COMP
 DG6950  MODELED GRAVITY -    980,629.4   (mgal)                       NAVD 88
 DG6950
 DG6950  VERT ORDER      -  SECOND    CLASS I
 DG6950
 DG6950.The horizontal coordinates were scaled from a topographic map and have
 DG6950.an estimated accuracy of +/- 6 seconds.
 DG6950.
 DG6950.The orthometric height was determined by differential leveling and
 DG6950.adjusted in December 2004.
 DG6950
 DG6950.The dynamic height is computed by dividing the NAVD 88
 DG6950.geopotential number by the normal gravity value computed on the
 DG6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6950.degrees latitude (g = 980.6199 gals.).
 DG6950
 DG6950.The modeled gravity was interpolated from observed gravity values.
 DG6950
 DG6950;                    North         East    Units  Estimated Accuracy
 DG6950;SPC MN C     -   243,720.      855,330.      MT  (+/- 180 meters Scaled)
 DG6950
 DG6950                          SUPERSEDED SURVEY CONTROL
 DG6950
 DG6950.No superseded survey control is available for this station.
 DG6950
 DG6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM590264(NAD 83)
 DG6950
 DG6950_MARKER: DB = BENCH MARK DISK
 DG6950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6950_STAMPING: 0108 C 1968
 DG6950_MARK LOGO: MNHD  
 DG6950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6950+STABILITY: SURFACE MOTION
 DG6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6950+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2000
 DG6950
 DG6950  HISTORY     - Date     Condition        Report By
 DG6950  HISTORY     - 1968     MONUMENTED       MNHD
 DG6950  HISTORY     - 20001130 GOOD             MNDT
 DG6950
 DG6950                          STATION DESCRIPTION
 DG6950
 DG6950'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6950'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.1 MI (5.0 KM)
 DG6950'SOUTH ALONG TH 47 FROM JCT OF TH 47 AND TH 18 IN MALMO, AT TH 47 MP
 DG6950'102.50, 440 FT (134.1 M) SOUTH OF JCT OF TH 47 AND AGATE BAY RD, 75 FT
 DG6950'(22.9 M) EAST OF TH 47, AT TH 47 STA 1134+90, 9 FT (2.7 M) NORTH OF
 DG6950'R/W POST, 1.3 FT (0.4 M) SOUTH OF WIT POST, MARK PROJECTS 2 INCHES,
 DG6950'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6951 ***********************************************************************
 DG6951  DESIGNATION -  0108 D
 DG6951  PID         -  DG6951
 DG6951  STATE/COUNTY-  MN/AITKIN
 DG6951  COUNTRY     -  US
 DG6951  USGS QUAD   -  MALMO (1973)
 DG6951
 DG6951                         *CURRENT SURVEY CONTROL
 DG6951  ______________________________________________________________________
 DG6951* NAD 83(1986) POSITION- 46 18 40.     (N) 093 31 36.     (W)   SCALED    
 DG6951* NAVD 88 ORTHO HEIGHT -   387.682  (meters)    1271.92  (feet) ADJUSTED  
 DG6951  ______________________________________________________________________
 DG6951  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DG6951  DYNAMIC HEIGHT  -        387.693 (meters)     1271.96  (feet) COMP
 DG6951  MODELED GRAVITY -    980,631.1   (mgal)                       NAVD 88
 DG6951
 DG6951  VERT ORDER      -  SECOND    CLASS I
 DG6951
 DG6951.The horizontal coordinates were scaled from a topographic map and have
 DG6951.an estimated accuracy of +/- 6 seconds.
 DG6951.
 DG6951.The orthometric height was determined by differential leveling and
 DG6951.adjusted in December 2004.
 DG6951
 DG6951.The dynamic height is computed by dividing the NAVD 88
 DG6951.geopotential number by the normal gravity value computed on the
 DG6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6951.degrees latitude (g = 980.6199 gals.).
 DG6951
 DG6951.The modeled gravity was interpolated from observed gravity values.
 DG6951
 DG6951;                    North         East    Units  Estimated Accuracy
 DG6951;SPC MN C     -   245,980.      855,710.      MT  (+/- 180 meters Scaled)
 DG6951
 DG6951                          SUPERSEDED SURVEY CONTROL
 DG6951
 DG6951.No superseded survey control is available for this station.
 DG6951
 DG6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM594287(NAD 83)
 DG6951
 DG6951_MARKER: DB = BENCH MARK DISK
 DG6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6951_STAMPING: 0108 D 1968
 DG6951_MARK LOGO: MNHD  
 DG6951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6951+STABILITY: SURFACE MOTION
 DG6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6951+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2000
 DG6951
 DG6951  HISTORY     - Date     Condition        Report By
 DG6951  HISTORY     - 1968     MONUMENTED       MNHD
 DG6951  HISTORY     - 20001130 GOOD             MNDT
 DG6951
 DG6951                          STATION DESCRIPTION
 DG6951
 DG6951'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6951'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.6 MI (2.6 KM)
 DG6951'SOUTH ALONG TH 47 FROM JCT OF TH 47 AND TH 18 IN MALMO, 1.35 MI (2.17
 DG6951'KM) NORTH OF JCT OF TH 47 AND AGATE BAY RD, AT TH 47 MP 104, 75 FT
 DG6951'(22.9 M) EAST OF TH 47, AT TH 47 STA 1210+65, 27 FT (8.2 M) NORTH OF
 DG6951'ENT, 5 FT (1.5 M) NORTH OF R/W POST, 1.1 FT (0.3 M) SOUTH OF WIT POST,
 DG6951'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6952 ***********************************************************************
 DG6952  DESIGNATION -  0108 E
 DG6952  PID         -  DG6952
 DG6952  STATE/COUNTY-  MN/AITKIN
 DG6952  COUNTRY     -  US
 DG6952  USGS QUAD   -  MALMO (1973)
 DG6952
 DG6952                         *CURRENT SURVEY CONTROL
 DG6952  ______________________________________________________________________
 DG6952* NAD 83(1986) POSITION- 46 19 23.0    (N) 093 31 18.1    (W)   HD_HELD2  
 DG6952* NAVD 88 ORTHO HEIGHT -   387.303  (meters)    1270.68  (feet) ADJUSTED  
 DG6952  ______________________________________________________________________
 DG6952  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DG6952  DYNAMIC HEIGHT  -        387.314 (meters)     1270.71  (feet) COMP
 DG6952  MODELED GRAVITY -    980,632.2   (mgal)                       NAVD 88
 DG6952
 DG6952  VERT ORDER      -  SECOND    CLASS I
 DG6952
 DG6952.The horizontal coordinates were established by autonomous hand held GPS
 DG6952.observations and have an estimated accuracy of +/- 10 meters.
 DG6952.
 DG6952.The orthometric height was determined by differential leveling and
 DG6952.adjusted in December 2004.
 DG6952
 DG6952.Photographs are available for this station.
 DG6952
 DG6952.The dynamic height is computed by dividing the NAVD 88
 DG6952.geopotential number by the normal gravity value computed on the
 DG6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6952.degrees latitude (g = 980.6199 gals.).
 DG6952
 DG6952.The modeled gravity was interpolated from observed gravity values.
 DG6952
 DG6952;                    North         East    Units  Estimated Accuracy
 DG6952;SPC MN C     -   247,310.      856,083.      MT  (+/- 10 meters HH2 GPS)
 DG6952
 DG6952                          SUPERSEDED SURVEY CONTROL
 DG6952
 DG6952.No superseded survey control is available for this station.
 DG6952
 DG6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5983930074(NAD 83)
 DG6952
 DG6952_MARKER: DB = BENCH MARK DISK
 DG6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6952_STAMPING: 0108 E 1968
 DG6952_MARK LOGO: MNHD  
 DG6952_PROJECTION: PROJECTING 3 CENTIMETERS
 DG6952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6952+STABILITY: SURFACE MOTION
 DG6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6952+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004
 DG6952
 DG6952  HISTORY     - Date     Condition        Report By
 DG6952  HISTORY     - 1968     MONUMENTED       MNHD
 DG6952  HISTORY     - 20001031 GOOD             MNDT
 DG6952  HISTORY     - 20041117 GOOD             MNDT
 DG6952
 DG6952                          STATION DESCRIPTION
 DG6952
 DG6952'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6952'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.77 MI (1.24
 DG6952'KM) SOUTH OF JCT OF TH 47 AND TH 18, AT TH 47 MP 104.85, 75 FT (22.9
 DG6952'M) EAST OF TH 47, AT TH 47 STA 1255+95, 122 FT (37.2 M) SOUTH OF ENT,
 DG6952'5.7 FT (1.7 M) SOUTH OF R/W POST, 1.5 FT (0.5 M) NORTH OF WIT POST,
 DG6952'MARK PROJECTS 1 INCH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
 DG6952
 DG6952                          STATION RECOVERY (2004)
 DG6952
 DG6952'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DG6952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3672 ***********************************************************************
 DM3672  DESIGNATION -  0108 G RESET
 DM3672  PID         -  DM3672
 DM3672  STATE/COUNTY-  MN/AITKIN
 DM3672  COUNTRY     -  US
 DM3672  USGS QUAD   -  MALMO (1973)
 DM3672
 DM3672                         *CURRENT SURVEY CONTROL
 DM3672  ______________________________________________________________________
 DM3672* NAD 83(1986) POSITION- 46 20 54.37   (N) 093 30 51.97   (W)   HD_HELD1  
 DM3672* NAVD 88 ORTHO HEIGHT -   383.938  (meters)    1259.64  (feet) ADJUSTED  
 DM3672  ______________________________________________________________________
 DM3672  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DM3672  DYNAMIC HEIGHT  -        383.951 (meters)     1259.68  (feet) COMP
 DM3672  MODELED GRAVITY -    980,634.5   (mgal)                       NAVD 88
 DM3672
 DM3672  VERT ORDER      -  SECOND    CLASS I
 DM3672
 DM3672.The horizontal coordinates were established by differentially corrected
 DM3672.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM3672.
 DM3672.The orthometric height was determined by differential leveling and
 DM3672.adjusted in June 2011.
 DM3672
 DM3672.The dynamic height is computed by dividing the NAVD 88
 DM3672.geopotential number by the normal gravity value computed on the
 DM3672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3672.degrees latitude (g = 980.6199 gals.).
 DM3672
 DM3672.The modeled gravity was interpolated from observed gravity values.
 DM3672
 DM3672;                    North         East    Units  Estimated Accuracy
 DM3672;SPC MN C     -   250,136.4     856,615.3     MT  (+/- 3 meters HH1 GPS) 
 DM3672
 DM3672                          SUPERSEDED SURVEY CONTROL
 DM3672
 DM3672.No superseded survey control is available for this station.
 DM3672
 DM3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041632890(NAD 83)
 DM3672
 DM3672_MARKER: DD = SURVEY DISK
 DM3672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3672_STAMPING: 0108 G 2000 RESET 2004
 DM3672_MARK LOGO: MNDT  
 DM3672_PROJECTION: FLUSH
 DM3672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3672+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 DM3672_ROD/PIPE-DEPTH:  9.1 meters
 DM3672
 DM3672  HISTORY     - Date     Condition        Report By
 DM3672  HISTORY     - 20041129 MONUMENTED       MNDT
 DM3672
 DM3672                          STATION DESCRIPTION
 DM3672
 DM3672'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DM3672'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF WEALTHWOOD, 4.8
 DM3672'MI (7.7 KM) SOUTH OF GLEN AND 1.0 MI (1.6 KM) NORTH-NORTHEAST OF
 DM3672'MALMO.
 DM3672' 
 DM3672'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DM3672'HIGHWAY 18 IN MALMO GO 1.1 MI (1.8 KM) NORTH ALONG TRUNK HIGHWAY 47 TO
 DM3672'MILE POINT 106.7 AND THE MARK ON THE RIGHT AND SOUTH OF CEMETERY ROAD.
 DM3672'THE MARK IS FOUND 110 FT (33.5 M) EAST OF TRUNK HIGHWAY 47, 81.7 FT
 DM3672'(24.9 M) SOUTHEAST OF A POWER POLE, 19 FT (5.8 M) SOUTH OF A CEMETERY
 DM3672'ROAD AND 1.9 FT (0.6 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3673 ***********************************************************************
 DM3673  DESIGNATION -  0108 H RESET
 DM3673  PID         -  DM3673
 DM3673  STATE/COUNTY-  MN/AITKIN
 DM3673  COUNTRY     -  US
 DM3673  USGS QUAD   -  MALMO (1973)
 DM3673
 DM3673                         *CURRENT SURVEY CONTROL
 DM3673  ______________________________________________________________________
 DM3673* NAD 83(1986) POSITION- 46 21 46.33   (N) 093 30 52.53   (W)   HD_HELD1  
 DM3673* NAVD 88 ORTHO HEIGHT -   385.234  (meters)    1263.89  (feet) ADJUSTED  
 DM3673  ______________________________________________________________________
 DM3673  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DM3673  DYNAMIC HEIGHT  -        385.247 (meters)     1263.93  (feet) COMP
 DM3673  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 DM3673
 DM3673  VERT ORDER      -  SECOND    CLASS I
 DM3673
 DM3673.The horizontal coordinates were established by differentially corrected
 DM3673.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM3673.
 DM3673.The orthometric height was determined by differential leveling and
 DM3673.adjusted in June 2011.
 DM3673
 DM3673.The dynamic height is computed by dividing the NAVD 88
 DM3673.geopotential number by the normal gravity value computed on the
 DM3673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3673.degrees latitude (g = 980.6199 gals.).
 DM3673
 DM3673.The modeled gravity was interpolated from observed gravity values.
 DM3673
 DM3673;                    North         East    Units  Estimated Accuracy
 DM3673;SPC MN C     -   251,740.4     856,588.4     MT  (+/- 3 meters HH1 GPS) 
 DM3673
 DM3673                          SUPERSEDED SURVEY CONTROL
 DM3673
 DM3673.No superseded survey control is available for this station.
 DM3673
 DM3673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041534494(NAD 83)
 DM3673
 DM3673_MARKER: DD = SURVEY DISK
 DM3673_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3673_STAMPING: 0108 H 2000 RESET 2004
 DM3673_MARK LOGO: MNDT  
 DM3673_PROJECTION: RECESSED 5 CENTIMETERS
 DM3673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3673+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 DM3673_ROD/PIPE-DEPTH:  4.6 meters
 DM3673
 DM3673  HISTORY     - Date     Condition        Report By
 DM3673  HISTORY     - 20041129 MONUMENTED       MNDT
 DM3673
 DM3673                          STATION DESCRIPTION
 DM3673
 DM3673'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DM3673'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST OF WEALTHWOOD, 3.9
 DM3673'MI (6.3 KM) SOUTH OF GLEN AND 2.0 MI (3.2 KM) NORTH OF MALMO.
 DM3673' 
 DM3673'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DM3673'HIGHWAY 18 IN MALMO GO 2.1 MI (3.4 KM) NORTH ALONG TRUNK HIGHWAY 47 TO
 DM3673'MILE POINT 107.7 AND MARK ON THE LEFT AND SOUTH OF 240TH LANE.
 DM3673' 
 DM3673'THE MARK IS FOUND 158 FT (48.2 M) EAST OF TRUNK HIGHWAY 47, 87.8 FT
 DM3673'(26.8 M) EAST-NORTHEAST OF A POWER POLE, 22 FT (6.7 M) SOUTH OF 240TH
 DM3673'LANE AND 1.7 FT (0.5 M) (0.5 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4786 ***********************************************************************
 DF4786  DESIGNATION -  0108 J
 DF4786  PID         -  DF4786
 DF4786  STATE/COUNTY-  MN/AITKIN
 DF4786  COUNTRY     -  US
 DF4786  USGS QUAD   -  GLEN (1973)
 DF4786
 DF4786                         *CURRENT SURVEY CONTROL
 DF4786  ______________________________________________________________________
 DF4786* NAD 83(2007) POSITION- 46 24 12.14441(N) 093 30 57.48540(W)   ADJUSTED  
 DF4786* NAD 83(2007) ELLIP HT-   364.988 (meters)        (02/10/07)   ADJUSTED
 DF4786* NAD 83(2007) EPOCH   -  2002.00
 DF4786* NAVD 88 ORTHO HEIGHT -   392.629  (meters)    1288.15  (feet) ADJUSTED  
 DF4786  ______________________________________________________________________
 DF4786  NAD 83(2007) X  -   -270,218.341 (meters)                     COMP
 DF4786  NAD 83(2007) Y  - -4,397,915.717 (meters)                     COMP
 DF4786  NAD 83(2007) Z  -  4,596,544.530 (meters)                     COMP
 DF4786  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC09
 DF4786  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DF4786  DYNAMIC HEIGHT  -        392.643 (meters)     1288.20  (feet) COMP
 DF4786  MODELED GRAVITY -    980,638.2   (mgal)                       NAVD 88
 DF4786
 DF4786  VERT ORDER      -  SECOND    CLASS I
 DF4786
 DF4786  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4786  Type                                         Horiz  Ellip  Dist(km)
 DF4786  -------------------------------------------------------------------
 DF4786  NETWORK                                       0.85   0.90
 DF4786  -------------------------------------------------------------------
 DF4786  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.71      2.58
 DF4786  -------------------------------------------------------------------
 DF4786  NOTE: Click here for information on individual local accuracy
 DF4786  values and other accuracy information.
 DF4786
 DF4786
 DF4786.The horizontal coordinates were established by GPS observations
 DF4786.and adjusted by the National Geodetic Survey in February 2007.
 DF4786
 DF4786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4786.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4786
 DF4786.The horizontal coordinates are valid at the epoch date displayed above
 DF4786.which is a decimal equivalence of Year/Month/Day.
 DF4786
 DF4786.The orthometric height was determined by differential leveling and
 DF4786.adjusted in December 2004.
 DF4786
 DF4786.Photographs are available for this station.
 DF4786
 DF4786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4786
 DF4786.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4786
 DF4786.The ellipsoidal height was determined by GPS observations
 DF4786.and is referenced to NAD 83.
 DF4786
 DF4786.The dynamic height is computed by dividing the NAVD 88
 DF4786.geopotential number by the normal gravity value computed on the
 DF4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4786.degrees latitude (g = 980.6199 gals.).
 DF4786
 DF4786.The modeled gravity was interpolated from observed gravity values.
 DF4786
 DF4786. The following values were computed from the NAD 83(2007) position.
 DF4786
 DF4786;                    North         East     Units Scale Factor Converg.
 DF4786;SPC MN C     -   256,241.301   856,440.754   MT  0.99992273   +0 31 51.6
 DF4786;SPC MN C     -   840,685.00  2,809,839.37   sFT  0.99992273   +0 31 51.6
 DF4786;UTM  15      - 5,138,995.970   460,338.735   MT  0.99961934   -0 22 25.2
 DF4786
 DF4786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4786!SPC MN C     -   0.99994279  x   0.99992273  =   0.99986552
 DF4786!UTM  15      -   0.99994279  x   0.99961934  =   0.99956215
 DF4786
 DF4786:                Primary Azimuth Mark                     Grid Az
 DF4786:SPC MN C     -  0108 K                                   356 26 36.7
 DF4786:UTM  15      -  0108 K                                   357 20 53.5
 DF4786
 DF4786|---------------------------------------------------------------------|
 DF4786| PID    Reference Object                     Distance      Geod. Az  |
 DF4786|                                                           dddmmss.s |
 DF4786| DF4787 0108 K                              APPROX. 1.6 KM 3565828.3 |
 DF4786|---------------------------------------------------------------------|
 DF4786
 DF4786                          SUPERSEDED SURVEY CONTROL
 DF4786
 DF4786  NAD 83(1996)-  46 24 12.14406(N)    093 30 57.48477(W) AD(       ) 1
 DF4786  ELLIP H (03/21/03)  365.017  (m)                       GP(       ) 3 2
 DF4786  NAVD 88 (03/21/03)  392.63   (m)         1288.2    (f) LEVELING    3  
 DF4786
 DF4786.Superseded values are not recommended for survey control.
 DF4786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4786.See file dsdata.txt to determine how the superseded data were derived.
 DF4786
 DF4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6033838995(NAD 83)
 DF4786
 DF4786_MARKER: DD = SURVEY DISK
 DF4786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4786_STAMPING: 0108 J 2000
 DF4786_MARK LOGO: MNDT  
 DF4786_PROJECTION: FLUSH
 DF4786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4786+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DF4786_ROD/PIPE-DEPTH: 10.7 meters
 DF4786
 DF4786  HISTORY     - Date     Condition        Report By
 DF4786  HISTORY     - 2000     MONUMENTED       MNDT
 DF4786  HISTORY     - 20001030 GOOD             MNDT
 DF4786  HISTORY     - 20050622 GOOD             MNDT
 DF4786
 DF4786                          STATION DESCRIPTION
 DF4786
 DF4786'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4786'1 MI (1.6 KM) SOUTH OF GLEN, 1 MI (1.6 KM) SOUTH ALONG TH 47 FROM JCT
 DF4786'OF CO RD 12, AT TH 47 MP 110.5, 53 FT (16.2 M) WEST OF TH 47, 26 FT
 DF4786'(7.9 M) SOUTH OF ENT, 2.2 FT (0.7 M) NORTH OF WIT POST.
 DF4786
 DF4786                          STATION RECOVERY (2000)
 DF4786
 DF4786'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4786'THE MARK IS 1 MI (1.6 KM) SOUTH OF GLEN, 1 MI (1.6 KM) SOUTH ALONG TH
 DF4786'47 FROM JCT OF TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 110.5, 53 FT
 DF4786'(16.2 M) WEST OF TH 47, 26 FT (7.9 M) SOUTH OF ENT, 2.2 FT (0.7 M)
 DF4786'NORTH OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4786
 DF4786                          STATION RECOVERY (2005)
 DF4786
 DF4786'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF4786'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF THOR, 4.8 MI
 DF4786'(7.7 KM) NORTH OF MALMO AND 1.0 MI (1.6 KM) SOUTH OF GLEN, AT TRUNK
 DF4786'HIGHWAY 47 MILE POINT 110.5.
 DF4786' 
 DF4786'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN GO
 DF4786'1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 47.
 DF4786' 
 DF4786'THE MARK IS 53 FT (16.2 M) WEST OF TRUNK HIGHWAY 47, 26 FT (7.9 M)
 DF4786'SOUTH OF AN ENTRANCE, 2.2 FT (0.7 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4787 ***********************************************************************
 DF4787  DESIGNATION -  0108 K
 DF4787  PID         -  DF4787
 DF4787  STATE/COUNTY-  MN/AITKIN
 DF4787  COUNTRY     -  US
 DF4787  USGS QUAD   -  GLEN (1973)
 DF4787
 DF4787                         *CURRENT SURVEY CONTROL
 DF4787  ______________________________________________________________________
 DF4787* NAD 83(2007) POSITION- 46 25 04.07884(N) 093 31 01.45434(W)   ADJUSTED  
 DF4787* NAD 83(2007) ELLIP HT-   369.441 (meters)        (02/10/07)   ADJUSTED
 DF4787* NAD 83(2007) EPOCH   -  2002.00
 DF4787* NAVD 88 ORTHO HEIGHT -   397.116  (meters)    1302.87  (feet) ADJUSTED  
 DF4787  ______________________________________________________________________
 DF4787  NAD 83(2007) X  -   -270,231.897 (meters)                     COMP
 DF4787  NAD 83(2007) Y  - -4,396,754.209 (meters)                     COMP
 DF4787  NAD 83(2007) Z  -  4,597,653.485 (meters)                     COMP
 DF4787  LAPLACE CORR    -          1.04  (seconds)                    DEFLEC09
 DF4787  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DF4787  DYNAMIC HEIGHT  -        397.131 (meters)     1302.92  (feet) COMP
 DF4787  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DF4787
 DF4787  VERT ORDER      -  SECOND    CLASS I
 DF4787
 DF4787  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4787  Type                                         Horiz  Ellip  Dist(km)
 DF4787  -------------------------------------------------------------------
 DF4787  NETWORK                                       0.79   0.82
 DF4787  -------------------------------------------------------------------
 DF4787  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.72   0.73      2.09
 DF4787  -------------------------------------------------------------------
 DF4787  NOTE: Click here for information on individual local accuracy
 DF4787  values and other accuracy information.
 DF4787
 DF4787
 DF4787.The horizontal coordinates were established by GPS observations
 DF4787.and adjusted by the National Geodetic Survey in February 2007.
 DF4787
 DF4787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4787.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4787
 DF4787.The horizontal coordinates are valid at the epoch date displayed above
 DF4787.which is a decimal equivalence of Year/Month/Day.
 DF4787
 DF4787.The orthometric height was determined by differential leveling and
 DF4787.adjusted in December 2004.
 DF4787
 DF4787.Photographs are available for this station.
 DF4787
 DF4787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4787
 DF4787.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4787
 DF4787.The ellipsoidal height was determined by GPS observations
 DF4787.and is referenced to NAD 83.
 DF4787
 DF4787.The dynamic height is computed by dividing the NAVD 88
 DF4787.geopotential number by the normal gravity value computed on the
 DF4787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4787.degrees latitude (g = 980.6199 gals.).
 DF4787
 DF4787.The modeled gravity was interpolated from observed gravity values.
 DF4787
 DF4787. The following values were computed from the NAD 83(2007) position.
 DF4787
 DF4787;                    North         East     Units Scale Factor Converg.
 DF4787;SPC MN C     -   257,843.934   856,341.147   MT  0.99992307   +0 31 48.7
 DF4787;SPC MN C     -   845,942.97  2,809,512.58   sFT  0.99992307   +0 31 48.7
 DF4787;UTM  15      - 5,140,599.489   460,264.468   MT  0.99961941   -0 22 28.4
 DF4787
 DF4787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4787!SPC MN C     -   0.99994209  x   0.99992307  =   0.99986516
 DF4787!UTM  15      -   0.99994209  x   0.99961941  =   0.99956152
 DF4787
 DF4787:                Primary Azimuth Mark                     Grid Az
 DF4787:SPC MN C     -  0108 J                                   176 26 36.7
 DF4787:UTM  15      -  0108 J                                   177 20 53.8
 DF4787
 DF4787|---------------------------------------------------------------------|
 DF4787| PID    Reference Object                     Distance      Geod. Az  |
 DF4787|                                                           dddmmss.s |
 DF4787| DF4786 0108 J                              APPROX. 1.6 KM 1765825.4 |
 DF4787|---------------------------------------------------------------------|
 DF4787
 DF4787                          SUPERSEDED SURVEY CONTROL
 DF4787
 DF4787  NAD 83(1996)-  46 25 04.07850(N)    093 31 01.45372(W) AD(       ) 1
 DF4787  ELLIP H (03/21/03)  369.470  (m)                       GP(       ) 3 2
 DF4787  NAVD 88 (03/21/03)  397.12   (m)         1302.9    (f) LEVELING    3  
 DF4787
 DF4787.Superseded values are not recommended for survey control.
 DF4787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4787.See file dsdata.txt to determine how the superseded data were derived.
 DF4787
 DF4787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6026440599(NAD 83)
 DF4787
 DF4787_MARKER: DD = SURVEY DISK
 DF4787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4787_STAMPING: 0108 K 2000
 DF4787_MARK LOGO: MNDT  
 DF4787_PROJECTION: FLUSH
 DF4787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4787+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DF4787_ROD/PIPE-DEPTH: 12.2 meters
 DF4787
 DF4787  HISTORY     - Date     Condition        Report By
 DF4787  HISTORY     - 2000     MONUMENTED       MNDT
 DF4787  HISTORY     - 20001030 GOOD             MNDT
 DF4787  HISTORY     - 20050622 GOOD             MNDT
 DF4787
 DF4787                          STATION DESCRIPTION
 DF4787
 DF4787'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4787'IN GLEN, 0.01 MI (0.02 KM) WEST ALONG CO RD 12 FROM JCT OF TH 47, 57
 DF4787'FT (17.4 M) SOUTH OF CO RD 12, 54 FT (16.5 M) EAST OF ENT, 7.4 FT (2.3
 DF4787'M) WNW OF P- POLE, 2.3 FT (0.7 M) WEST OF WIT POST.
 DF4787
 DF4787                          STATION RECOVERY (2000)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4787'THE MARK IS IN GLEN, 0.01 MI (0.02 KM) WEST ALONG CO RD 12 FROM JCT OF
 DF4787'CO RD 12 AND TH 47 IN GLEN, 57 FT (17.4 M) SOUTH OF CO RD 12, 54 FT
 DF4787'(16.5 M) EAST OF ENT, 7.4 FT (2.3 M) WNW OF P-POLE, 2.3 FT (0.7 M)
 DF4787'WEST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4787
 DF4787                          STATION RECOVERY (2005)
 DF4787
 DF4787'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF4787'IN GLEN, 0.01 MI (0.0 KM) WEST ALONG COUNTY ROAD 12 FROM THE JUNCTION
 DF4787'OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN, 57 FT (17.4 M) SOUTH
 DF4787'OF COUNTY ROAD 12, 54 FT (16.5 M) EAST OF ENTRANCE, 7.4 FT (2.3 M)
 DF4787'WEST-NORTHWEST OF POWER POLE, 2.3 FT (0.7 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4788 ***********************************************************************
 DF4788  DESIGNATION -  0108 L
 DF4788  PID         -  DF4788
 DF4788  STATE/COUNTY-  MN/AITKIN
 DF4788  COUNTRY     -  US
 DF4788  USGS QUAD   -  GLEN (1973)
 DF4788
 DF4788                         *CURRENT SURVEY CONTROL
 DF4788  ______________________________________________________________________
 DF4788* NAD 83(2007) POSITION- 46 26 48.96694(N) 093 30 55.41718(W)   ADJUSTED  
 DF4788* NAD 83(2007) ELLIP HT-   369.323 (meters)        (02/10/07)   ADJUSTED
 DF4788* NAD 83(2007) EPOCH   -  2002.00
 DF4788* NAVD 88 ORTHO HEIGHT -   397.050  (meters)    1302.65  (feet) ADJUSTED  
 DF4788  ______________________________________________________________________
 DF4788  NAD 83(2007) X  -   -269,959.307 (meters)                     COMP
 DF4788  NAD 83(2007) Y  - -4,394,419.675 (meters)                     COMP
 DF4788  NAD 83(2007) Z  -  4,599,885.678 (meters)                     COMP
 DF4788  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC09
 DF4788  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DF4788  DYNAMIC HEIGHT  -        397.065 (meters)     1302.70  (feet) COMP
 DF4788  MODELED GRAVITY -    980,640.6   (mgal)                       NAVD 88
 DF4788
 DF4788  VERT ORDER      -  SECOND    CLASS I
 DF4788
 DF4788  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4788  Type                                         Horiz  Ellip  Dist(km)
 DF4788  -------------------------------------------------------------------
 DF4788  NETWORK                                       0.77   0.86
 DF4788  -------------------------------------------------------------------
 DF4788  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.71   0.79      2.77
 DF4788  -------------------------------------------------------------------
 DF4788  NOTE: Click here for information on individual local accuracy
 DF4788  values and other accuracy information.
 DF4788
 DF4788
 DF4788.The horizontal coordinates were established by GPS observations
 DF4788.and adjusted by the National Geodetic Survey in February 2007.
 DF4788
 DF4788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4788.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4788
 DF4788.The horizontal coordinates are valid at the epoch date displayed above
 DF4788.which is a decimal equivalence of Year/Month/Day.
 DF4788
 DF4788.The orthometric height was determined by differential leveling and
 DF4788.adjusted in December 2004.
 DF4788
 DF4788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4788
 DF4788.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4788
 DF4788.The ellipsoidal height was determined by GPS observations
 DF4788.and is referenced to NAD 83.
 DF4788
 DF4788.The dynamic height is computed by dividing the NAVD 88
 DF4788.geopotential number by the normal gravity value computed on the
 DF4788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4788.degrees latitude (g = 980.6199 gals.).
 DF4788
 DF4788.The modeled gravity was interpolated from observed gravity values.
 DF4788
 DF4788. The following values were computed from the NAD 83(2007) position.
 DF4788
 DF4788;                    North         East     Units Scale Factor Converg.
 DF4788;SPC MN C     -   261,083.445   856,440.020   MT  0.99992393   +0 31 53.1
 DF4788;SPC MN C     -   856,571.27  2,809,836.97   sFT  0.99992393   +0 31 53.1
 DF4788;UTM  15      - 5,143,836.050   460,414.441   MT  0.99961926   -0 22 24.7
 DF4788
 DF4788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4788!SPC MN C     -   0.99994211  x   0.99992393  =   0.99986604
 DF4788!UTM  15      -   0.99994211  x   0.99961926  =   0.99956139
 DF4788
 DF4788                          SUPERSEDED SURVEY CONTROL
 DF4788
 DF4788  NAD 83(1996)-  46 26 48.96657(N)    093 30 55.41656(W) AD(       ) 1
 DF4788  ELLIP H (03/21/03)  369.352  (m)                       GP(       ) 3 2
 DF4788  NAVD 88 (03/21/03)  397.05   (m)         1302.7    (f) LEVELING    3  
 DF4788
 DF4788.Superseded values are not recommended for survey control.
 DF4788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4788.See file dsdata.txt to determine how the superseded data were derived.
 DF4788
 DF4788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6041443836(NAD 83)
 DF4788
 DF4788_MARKER: DD = SURVEY DISK
 DF4788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4788_STAMPING: 0108 L 2000
 DF4788_MARK LOGO: MNDT  
 DF4788_PROJECTION: RECESSED 3 CENTIMETERS
 DF4788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4788+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4788_ROD/PIPE-DEPTH:  7.6 meters
 DF4788
 DF4788  HISTORY     - Date     Condition        Report By
 DF4788  HISTORY     - 2000     MONUMENTED       MNDT
 DF4788  HISTORY     - 20001030 GOOD             MNDT
 DF4788
 DF4788                          STATION DESCRIPTION
 DF4788
 DF4788'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4788'2 MI (3.2 KM) NORTH OF GLEN, 2.00 MI (3.22 KM) NORTH ALONG TH 47 FROM
 DF4788'JCT CO RD 12, AT TH 47 MP 113.50, 33 FT (10.1 M) EAST OF TH 47, 23 FT
 DF4788'(7.0 M) SOUTH OF DRIVEWAY, 3.4 FT (1.0 M) WEST OF WIT POST.
 DF4788
 DF4788                          STATION RECOVERY (2000)
 DF4788
 DF4788'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4788'THE MARK IS 2.00 MI (3.22 KM) NORTH OF GLEN, 2.00 MI (3.22 KM) NORTH
 DF4788'ALONG TH 47 FROM JCT TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 113.50,
 DF4788'33 FT (10.1 M) EAST OF TH 47, 23 FT (7.0 M) SOUTH OF DRIVEWAY, 3.4 FT
 DF4788'(1.0 M) WEST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR
 DF4788'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6953 ***********************************************************************
 DG6953  DESIGNATION -  0108 M
 DG6953  PID         -  DG6953
 DG6953  STATE/COUNTY-  MN/AITKIN
 DG6953  COUNTRY     -  US
 DG6953  USGS QUAD   -  GLEN (1973)
 DG6953
 DG6953                         *CURRENT SURVEY CONTROL
 DG6953  ______________________________________________________________________
 DG6953* NAD 83(1986) POSITION- 46 27 28.     (N) 093 30 58.     (W)   SCALED    
 DG6953* NAVD 88 ORTHO HEIGHT -   404.237  (meters)    1326.23  (feet) ADJUSTED  
 DG6953  ______________________________________________________________________
 DG6953  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 DG6953  DYNAMIC HEIGHT  -        404.253 (meters)     1326.29  (feet) COMP
 DG6953  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 DG6953
 DG6953  VERT ORDER      -  SECOND    CLASS I
 DG6953
 DG6953.The horizontal coordinates were scaled from a topographic map and have
 DG6953.an estimated accuracy of +/- 6 seconds.
 DG6953.
 DG6953.The orthometric height was determined by differential leveling and
 DG6953.adjusted in December 2004.
 DG6953
 DG6953.The dynamic height is computed by dividing the NAVD 88
 DG6953.geopotential number by the normal gravity value computed on the
 DG6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6953.degrees latitude (g = 980.6199 gals.).
 DG6953
 DG6953.The modeled gravity was interpolated from observed gravity values.
 DG6953
 DG6953;                    North         East    Units  Estimated Accuracy
 DG6953;SPC MN C     -   262,290.      856,370.      MT  (+/- 180 meters Scaled)
 DG6953
 DG6953                          SUPERSEDED SURVEY CONTROL
 DG6953
 DG6953.No superseded survey control is available for this station.
 DG6953
 DG6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM603450(NAD 83)
 DG6953
 DG6953_MARKER: DB = BENCH MARK DISK
 DG6953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6953_STAMPING: 0108 M 2000
 DG6953_MARK LOGO: MNDT  
 DG6953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6953+STABILITY: SURFACE MOTION
 DG6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6953+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2000
 DG6953
 DG6953  HISTORY     - Date     Condition        Report By
 DG6953  HISTORY     - 2000     MONUMENTED       MNDT
 DG6953  HISTORY     - 20001101 GOOD             MNDT
 DG6953
 DG6953                          STATION DESCRIPTION
 DG6953
 DG6953'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6953'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.8 MI (4.5 KM)
 DG6953'NORTH OF GLEN ON TH 47, 2.8 MI (4.5 KM) NORTH ALONG TH 47 FROM JCT OF
 DG6953'TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 114.30, 94 FT (28.7 M) WEST OF
 DG6953'TH 47, 89 FT (27.1 M) SOUTH OF TWP RD 102, 12 FT (3.7 M) NORTH AND 75
 DG6953'FT (22.9 M) EAST OF NE COR OF GLEN TOWN HALL, 10.6 FT (3.2 M) WNW OF
 DG6953'NW COR OF ELECTRIC BOX, 35.6 FT (10.9 M) NW OF P-POLE, MAGNETIC, AND
 DG6953'NOT SUITABLE FOR GPS DUE TO TREES.  DISK WAS UNSTAMPED WHEN RECOVERED
 DG6953'IN 1967, THEN STAMPED WHEN RECOVERED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4789 ***********************************************************************
 DF4789  DESIGNATION -  0108 N
 DF4789  PID         -  DF4789
 DF4789  STATE/COUNTY-  MN/AITKIN
 DF4789  COUNTRY     -  US
 DF4789  USGS QUAD   -  GLEN (1973)
 DF4789
 DF4789                         *CURRENT SURVEY CONTROL
 DF4789  ______________________________________________________________________
 DF4789* NAD 83(2007) POSITION- 46 28 08.22813(N) 093 31 50.68287(W)   ADJUSTED  
 DF4789* NAD 83(2007) ELLIP HT-   373.623 (meters)        (02/10/07)   ADJUSTED
 DF4789* NAD 83(2007) EPOCH   -  2002.00
 DF4789* NAVD 88 ORTHO HEIGHT -   401.399  (meters)    1316.92  (feet) ADJUSTED  
 DF4789  ______________________________________________________________________
 DF4789  NAD 83(2007) X  -   -271,027.641 (meters)                     COMP
 DF4789  NAD 83(2007) Y  - -4,392,579.351 (meters)                     COMP
 DF4789  NAD 83(2007) Z  -  4,601,574.885 (meters)                     COMP
 DF4789  LAPLACE CORR    -          0.49  (seconds)                    DEFLEC09
 DF4789  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 DF4789  DYNAMIC HEIGHT  -        401.415 (meters)     1316.98  (feet) COMP
 DF4789  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 DF4789
 DF4789  VERT ORDER      -  SECOND    CLASS I
 DF4789
 DF4789  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4789  Type                                         Horiz  Ellip  Dist(km)
 DF4789  -------------------------------------------------------------------
 DF4789  NETWORK                                       0.76   0.88
 DF4789  -------------------------------------------------------------------
 DF4789  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.86      2.50
 DF4789  -------------------------------------------------------------------
 DF4789  NOTE: Click here for information on individual local accuracy
 DF4789  values and other accuracy information.
 DF4789
 DF4789
 DF4789.The horizontal coordinates were established by GPS observations
 DF4789.and adjusted by the National Geodetic Survey in February 2007.
 DF4789
 DF4789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4789.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4789
 DF4789.The horizontal coordinates are valid at the epoch date displayed above
 DF4789.which is a decimal equivalence of Year/Month/Day.
 DF4789
 DF4789.The orthometric height was determined by differential leveling and
 DF4789.adjusted in December 2004.
 DF4789
 DF4789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4789
 DF4789.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4789
 DF4789.The ellipsoidal height was determined by GPS observations
 DF4789.and is referenced to NAD 83.
 DF4789
 DF4789.The dynamic height is computed by dividing the NAVD 88
 DF4789.geopotential number by the normal gravity value computed on the
 DF4789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4789.degrees latitude (g = 980.6199 gals.).
 DF4789
 DF4789.The modeled gravity was interpolated from observed gravity values.
 DF4789
 DF4789. The following values were computed from the NAD 83(2007) position.
 DF4789
 DF4789;                    North         East     Units Scale Factor Converg.
 DF4789;SPC MN C     -   263,519.749   855,238.363   MT  0.99992475   +0 31 13.1
 DF4789;SPC MN C     -   864,564.38  2,805,894.53   sFT  0.99992475   +0 31 13.1
 DF4789;UTM  15      - 5,146,290.283   459,251.769   MT  0.99962041   -0 23 05.3
 DF4789
 DF4789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4789!SPC MN C     -   0.99994143  x   0.99992475  =   0.99986619
 DF4789!UTM  15      -   0.99994143  x   0.99962041  =   0.99956187
 DF4789
 DF4789                          SUPERSEDED SURVEY CONTROL
 DF4789
 DF4789  NAD 83(1996)-  46 28 08.22774(N)    093 31 50.68221(W) AD(       ) 1
 DF4789  ELLIP H (03/21/03)  373.653  (m)                       GP(       ) 3 2
 DF4789  NAVD 88 (03/21/03)  401.40   (m)         1316.9    (f) LEVELING    3  
 DF4789
 DF4789.Superseded values are not recommended for survey control.
 DF4789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4789.See file dsdata.txt to determine how the superseded data were derived.
 DF4789
 DF4789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5925146290(NAD 83)
 DF4789
 DF4789_MARKER: DD = SURVEY DISK
 DF4789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4789_STAMPING: 0108 N 2000
 DF4789_MARK LOGO: MNDT  
 DF4789_PROJECTION: RECESSED 3 CENTIMETERS
 DF4789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4789+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4789_ROD/PIPE-DEPTH:  4.6 meters
 DF4789
 DF4789  HISTORY     - Date     Condition        Report By
 DF4789  HISTORY     - 2000     MONUMENTED       MNDT
 DF4789  HISTORY     - 20001030 GOOD             MNDT
 DF4789
 DF4789                          STATION DESCRIPTION
 DF4789
 DF4789'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4789'3.90 MI (6.28 KM) NORTH ALONG TH 47 FROM JCT CO RD 12 IN GLEN, AT TH
 DF4789'47 MP 115.40, 50 FT (15.2 M) EAST OF TH 47, 24 FT (7.3 M) NORTH OF
 DF4789'DRIVEWAY, 38.1 FT (11.6 M) WSW OF P-POLE, 2.2 FT (0.7 M) WEST OF WIT
 DF4789'POST.
 DF4789
 DF4789                          STATION RECOVERY (2000)
 DF4789
 DF4789'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4789'THE MARK IS 3.90 MI (6.28 KM) NORTH OF GLEN, 3.90 MI (6.28 KM) NORTH
 DF4789'ALONG TH 47 FROM JCT TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 115.40,
 DF4789'50 FT (15.2 M) EAST OF TH 47, 24 FT (7.3 M) NORTH OF DRIVEWAY, 38.1 FT
 DF4789'(11.6 M) WSW OF P-POLE, 2.2 FT (0.7 M) WEST OF WIT POST, RECESSED 1
 DF4789'INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4790 ***********************************************************************
 DF4790  DESIGNATION -  0108 P
 DF4790  PID         -  DF4790
 DF4790  STATE/COUNTY-  MN/AITKIN
 DF4790  COUNTRY     -  US
 DF4790  USGS QUAD   -  GLEN (1973)
 DF4790
 DF4790                         *CURRENT SURVEY CONTROL
 DF4790  ______________________________________________________________________
 DF4790* NAD 83(2007) POSITION- 46 29 28.22025(N) 093 32 09.02193(W)   ADJUSTED  
 DF4790* NAD 83(2007) ELLIP HT-   351.550 (meters)        (02/10/07)   ADJUSTED
 DF4790* NAD 83(2007) EPOCH   -  2002.00
 DF4790* NAVD 88 ORTHO HEIGHT -   379.373  (meters)    1244.66  (feet) ADJUSTED  
 DF4790  ______________________________________________________________________
 DF4790  NAD 83(2007) X  -   -271,306.780 (meters)                     COMP
 DF4790  NAD 83(2007) Y  - -4,390,752.294 (meters)                     COMP
 DF4790  NAD 83(2007) Z  -  4,603,259.832 (meters)                     COMP
 DF4790  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC09
 DF4790  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 DF4790  DYNAMIC HEIGHT  -        379.388 (meters)     1244.71  (feet) COMP
 DF4790  MODELED GRAVITY -    980,642.2   (mgal)                       NAVD 88
 DF4790
 DF4790  VERT ORDER      -  SECOND    CLASS I
 DF4790
 DF4790  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4790  Type                                         Horiz  Ellip  Dist(km)
 DF4790  -------------------------------------------------------------------
 DF4790  NETWORK                                       1.01   1.12
 DF4790  -------------------------------------------------------------------
 DF4790  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.96   1.12      1.93
 DF4790  -------------------------------------------------------------------
 DF4790  NOTE: Click here for information on individual local accuracy
 DF4790  values and other accuracy information.
 DF4790
 DF4790
 DF4790.The horizontal coordinates were established by GPS observations
 DF4790.and adjusted by the National Geodetic Survey in February 2007.
 DF4790
 DF4790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4790.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4790
 DF4790.The horizontal coordinates are valid at the epoch date displayed above
 DF4790.which is a decimal equivalence of Year/Month/Day.
 DF4790
 DF4790.The orthometric height was determined by differential leveling and
 DF4790.adjusted in December 2004.
 DF4790
 DF4790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4790
 DF4790.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4790
 DF4790.The ellipsoidal height was determined by GPS observations
 DF4790.and is referenced to NAD 83.
 DF4790
 DF4790.The dynamic height is computed by dividing the NAVD 88
 DF4790.geopotential number by the normal gravity value computed on the
 DF4790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4790.degrees latitude (g = 980.6199 gals.).
 DF4790
 DF4790.The modeled gravity was interpolated from observed gravity values.
 DF4790
 DF4790. The following values were computed from the NAD 83(2007) position.
 DF4790
 DF4790;                    North         East     Units Scale Factor Converg.
 DF4790;SPC MN C     -   265,985.918   854,824.874   MT  0.99992573   +0 30 59.8
 DF4790;SPC MN C     -   872,655.47  2,804,537.94   sFT  0.99992573   +0 30 59.8
 DF4790;UTM  15      - 5,148,761.923   458,877.406   MT  0.99962079   -0 23 19.1
 DF4790
 DF4790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4790!SPC MN C     -   0.99994489  x   0.99992573  =   0.99987063
 DF4790!UTM  15      -   0.99994489  x   0.99962079  =   0.99956571
 DF4790
 DF4790:                Primary Azimuth Mark                     Grid Az
 DF4790:SPC MN C     -  0108 Q                                   356 47 48.0
 DF4790:UTM  15      -  0108 Q                                   357 42 06.9
 DF4790
 DF4790|---------------------------------------------------------------------|
 DF4790| PID    Reference Object                     Distance      Geod. Az  |
 DF4790|                                                           dddmmss.s |
 DF4790| DF4791 0108 Q                              APPROX. 1.6 KM 3571847.8 |
 DF4790|---------------------------------------------------------------------|
 DF4790
 DF4790                          SUPERSEDED SURVEY CONTROL
 DF4790
 DF4790  NAD 83(1996)-  46 29 28.21986(N)    093 32 09.02124(W) AD(       ) 1
 DF4790  ELLIP H (03/21/03)  351.580  (m)                       GP(       ) 3 2
 DF4790  NAVD 88 (03/21/03)  379.37   (m)         1244.6    (f) LEVELING    3  
 DF4790
 DF4790.Superseded values are not recommended for survey control.
 DF4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4790.See file dsdata.txt to determine how the superseded data were derived.
 DF4790
 DF4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5887748761(NAD 83)
 DF4790
 DF4790_MARKER: DD = SURVEY DISK
 DF4790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4790_STAMPING: 0108 P 2000
 DF4790_MARK LOGO: MNDT  
 DF4790_PROJECTION: RECESSED 3 CENTIMETERS
 DF4790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4790+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4790_ROD/PIPE-DEPTH:  4.6 meters
 DF4790
 DF4790  HISTORY     - Date     Condition        Report By
 DF4790  HISTORY     - 2000     MONUMENTED       MNDT
 DF4790  HISTORY     - 20001030 GOOD             MNDT
 DF4790
 DF4790                          STATION DESCRIPTION
 DF4790
 DF4790'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4790'5.55 MI (8.93 KM) NORTH ALONG TH 47 FROM JCT CO RD 12 IN GLEN, AT TH
 DF4790'47 MP 117.05, 62.5 FT (19.1 M) WEST OF TH 47, 22 FT (6.7 M) NORTH OF
 DF4790'TWP RD 113, 86 FT (26.2 M) NNE OF P-POLE, 2.6 FT (0.8 M) SOUTH OF WIT
 DF4790'POST.
 DF4790
 DF4790                          STATION RECOVERY (2000)
 DF4790
 DF4790'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4790'THE MARK IS 5.55 MI (8.93 KM) NORTH OF GLEN, 5.55 MI (8.93 KM) NORTH
 DF4790'ALONG TH 47 FROM JCT TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 117.05,
 DF4790'62.5 FT (19.1 M) WEST OF TH 47, 22 FT (6.7 M) NORTH OF TWP RD 113, 86
 DF4790'FT (26.2 M) NNE OF P-POLE, 2.6 FT (0.8 M) SOUTH OF WIT POST, RECESSED
 DF4790'1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4791 ***********************************************************************
 DF4791  DESIGNATION -  0108 Q
 DF4791  PID         -  DF4791
 DF4791  STATE/COUNTY-  MN/AITKIN
 DF4791  COUNTRY     -  US
 DF4791  USGS QUAD   -  HASSMAN (1973)
 DF4791
 DF4791                         *CURRENT SURVEY CONTROL
 DF4791  ______________________________________________________________________
 DF4791* NAD 83(2007) POSITION- 46 30 21.11996(N) 093 32 12.61711(W)   ADJUSTED  
 DF4791* NAD 83(2007) ELLIP HT-   352.478 (meters)        (02/10/07)   ADJUSTED
 DF4791* NAD 83(2007) EPOCH   -  2002.00
 DF4791* NAVD 88 ORTHO HEIGHT -   380.333  (meters)    1247.81  (feet) ADJUSTED  
 DF4791  ______________________________________________________________________
 DF4791  NAD 83(2007) X  -   -271,310.254 (meters)                     COMP
 DF4791  NAD 83(2007) Y  - -4,389,565.566 (meters)                     COMP
 DF4791  NAD 83(2007) Z  -  4,604,384.984 (meters)                     COMP
 DF4791  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC09
 DF4791  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DF4791  DYNAMIC HEIGHT  -        380.349 (meters)     1247.86  (feet) COMP
 DF4791  MODELED GRAVITY -    980,645.1   (mgal)                       NAVD 88
 DF4791
 DF4791  VERT ORDER      -  SECOND    CLASS I
 DF4791
 DF4791  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4791  Type                                         Horiz  Ellip  Dist(km)
 DF4791  -------------------------------------------------------------------
 DF4791  NETWORK                                       1.16   1.10
 DF4791  -------------------------------------------------------------------
 DF4791  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.18   1.08      2.75
 DF4791  -------------------------------------------------------------------
 DF4791  NOTE: Click here for information on individual local accuracy
 DF4791  values and other accuracy information.
 DF4791
 DF4791
 DF4791.The horizontal coordinates were established by GPS observations
 DF4791.and adjusted by the National Geodetic Survey in February 2007.
 DF4791
 DF4791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4791.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4791
 DF4791.The horizontal coordinates are valid at the epoch date displayed above
 DF4791.which is a decimal equivalence of Year/Month/Day.
 DF4791
 DF4791.The orthometric height was determined by differential leveling and
 DF4791.adjusted in December 2004.
 DF4791
 DF4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4791
 DF4791.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4791
 DF4791.The ellipsoidal height was determined by GPS observations
 DF4791.and is referenced to NAD 83.
 DF4791
 DF4791.The dynamic height is computed by dividing the NAVD 88
 DF4791.geopotential number by the normal gravity value computed on the
 DF4791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4791.degrees latitude (g = 980.6199 gals.).
 DF4791
 DF4791.The modeled gravity was interpolated from observed gravity values.
 DF4791
 DF4791. The following values were computed from the NAD 83(2007) position.
 DF4791
 DF4791;                    North         East     Units Scale Factor Converg.
 DF4791;SPC MN C     -   267,618.482   854,733.505   MT  0.99992646   +0 30 57.2
 DF4791;SPC MN C     -   878,011.64  2,804,238.17   sFT  0.99992646   +0 30 57.2
 DF4791;UTM  15      - 5,150,395.227   458,811.862   MT  0.99962085   -0 23 22.0
 DF4791
 DF4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4791!SPC MN C     -   0.99994475  x   0.99992646  =   0.99987121
 DF4791!UTM  15      -   0.99994475  x   0.99962085  =   0.99956562
 DF4791
 DF4791:                Primary Azimuth Mark                     Grid Az
 DF4791:SPC MN C     -  0108 P                                   176 47 48.0
 DF4791:UTM  15      -  0108 P                                   177 42 07.2
 DF4791
 DF4791|---------------------------------------------------------------------|
 DF4791| PID    Reference Object                     Distance      Geod. Az  |
 DF4791|                                                           dddmmss.s |
 DF4791| DF4790 0108 P                              APPROX. 1.6 KM 1771845.2 |
 DF4791|---------------------------------------------------------------------|
 DF4791
 DF4791                          SUPERSEDED SURVEY CONTROL
 DF4791
 DF4791  NAD 83(1996)-  46 30 21.11959(N)    093 32 12.61637(W) AD(       ) 1
 DF4791  ELLIP H (03/21/03)  352.505  (m)                       GP(       ) 3 2
 DF4791  NAVD 88 (03/21/03)  380.33   (m)         1247.8    (f) LEVELING    3  
 DF4791
 DF4791.Superseded values are not recommended for survey control.
 DF4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4791.See file dsdata.txt to determine how the superseded data were derived.
 DF4791
 DF4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5881150395(NAD 83)
 DF4791
 DF4791_MARKER: DD = SURVEY DISK
 DF4791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4791_STAMPING: 0108 Q 2000
 DF4791_MARK LOGO: MNDT  
 DF4791_PROJECTION: FLUSH
 DF4791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4791+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4791_ROD/PIPE-DEPTH: 13.1 meters
 DF4791
 DF4791  HISTORY     - Date     Condition        Report By
 DF4791  HISTORY     - 2000     MONUMENTED       MNDT
 DF4791  HISTORY     - 20001030 GOOD             MNDT
 DF4791
 DF4791                          STATION DESCRIPTION
 DF4791
 DF4791'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4791'6.55 MI (10.54 KM) NORTH ALONG TH 47 FROM JCT CO RD 12 IN GLEN, AT TH
 DF4791'47 MP 118.05, 120 FT (36.6 M) ENE OF TH 47, 73 FT (22.3 M) NORTH O F
 DF4791'CO RD 5, 4.1 FT (1.2 M) SOUTH OF P-POLE, 4.7 FT (1.4 M) SW OF R/W
 DF4791'POST.  2.9 FT (0.9 M) EAST OF WIT POST.
 DF4791
 DF4791                          STATION RECOVERY (2000)
 DF4791
 DF4791'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4791'THE MARK IS 6.55 MI (10.54 KM) NORTH OF GLEN, 6.55 MI (10.54 KM) NORTH
 DF4791'ALONG TH 47 FROM JCT TH 47 AND CO RD 12 IN GLEN, AT TH 47 MP 118.05,
 DF4791'120 FT (36.6 M) ENE OF TH 47, 73 FT (22.3 M) NORTH OF CO RD 5, 4.1 FT
 DF4791'(1.2 M) SOUTH OF P-POLE, 4.7 FT (1.4 M) SW OF R/W POST, 2.9 FT (0.9 M)
 DF4791'EAST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4792 ***********************************************************************
 DF4792  DESIGNATION -  0108 R
 DF4792  PID         -  DF4792
 DF4792  STATE/COUNTY-  MN/AITKIN
 DF4792  COUNTRY     -  US
 DF4792  USGS QUAD   -  HASSMAN (1973)
 DF4792
 DF4792                         *CURRENT SURVEY CONTROL
 DF4792  ______________________________________________________________________
 DF4792* NAD 83(2007) POSITION- 46 31 13.26883(N) 093 34 48.03826(W)   ADJUSTED  
 DF4792* NAD 83(2007) ELLIP HT-   347.826 (meters)        (02/10/07)   ADJUSTED
 DF4792* NAD 83(2007) EPOCH   -  2002.00
 DF4792* NAVD 88 ORTHO HEIGHT -   375.700  (meters)    1232.61  (feet) ADJUSTED  
 DF4792  ______________________________________________________________________
 DF4792  NAD 83(2007) X  -   -274,544.572 (meters)                     COMP
 DF4792  NAD 83(2007) Y  - -4,388,190.612 (meters)                     COMP
 DF4792  NAD 83(2007) Z  -  4,605,489.833 (meters)                     COMP
 DF4792  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC09
 DF4792  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DF4792  DYNAMIC HEIGHT  -        375.717 (meters)     1232.66  (feet) COMP
 DF4792  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 DF4792
 DF4792  VERT ORDER      -  SECOND    CLASS I
 DF4792
 DF4792  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4792  Type                                         Horiz  Ellip  Dist(km)
 DF4792  -------------------------------------------------------------------
 DF4792  NETWORK                                       0.85   0.90
 DF4792  -------------------------------------------------------------------
 DF4792  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.74      1.71
 DF4792  -------------------------------------------------------------------
 DF4792  NOTE: Click here for information on individual local accuracy
 DF4792  values and other accuracy information.
 DF4792
 DF4792
 DF4792.The horizontal coordinates were established by GPS observations
 DF4792.and adjusted by the National Geodetic Survey in February 2007.
 DF4792
 DF4792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4792.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4792
 DF4792.The horizontal coordinates are valid at the epoch date displayed above
 DF4792.which is a decimal equivalence of Year/Month/Day.
 DF4792
 DF4792.The orthometric height was determined by differential leveling and
 DF4792.adjusted in December 2004.
 DF4792
 DF4792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4792
 DF4792.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4792
 DF4792.The ellipsoidal height was determined by GPS observations
 DF4792.and is referenced to NAD 83.
 DF4792
 DF4792.The dynamic height is computed by dividing the NAVD 88
 DF4792.geopotential number by the normal gravity value computed on the
 DF4792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4792.degrees latitude (g = 980.6199 gals.).
 DF4792
 DF4792.The modeled gravity was interpolated from observed gravity values.
 DF4792
 DF4792. The following values were computed from the NAD 83(2007) position.
 DF4792
 DF4792;                    North         East     Units Scale Factor Converg.
 DF4792;SPC MN C     -   269,199.636   851,406.575   MT  0.99992725   +0 29 04.8
 DF4792;SPC MN C     -   883,199.14  2,793,323.07   sFT  0.99992725   +0 29 04.8
 DF4792;UTM  15      - 5,152,028.260   455,511.338   MT  0.99962433   -0 25 15.1
 DF4792
 DF4792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4792!SPC MN C     -   0.99994548  x   0.99992725  =   0.99987273
 DF4792!UTM  15      -   0.99994548  x   0.99962433  =   0.99956983
 DF4792
 DF4792                          SUPERSEDED SURVEY CONTROL
 DF4792
 DF4792  NAD 83(1996)-  46 31 13.26844(N)    093 34 48.03743(W) AD(       ) 1
 DF4792  ELLIP H (03/21/03)  347.847  (m)                       GP(       ) 3 2
 DF4792  NAVD 88 (03/21/03)  375.70   (m)         1232.6    (f) LEVELING    3  
 DF4792
 DF4792.Superseded values are not recommended for survey control.
 DF4792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4792.See file dsdata.txt to determine how the superseded data were derived.
 DF4792
 DF4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5551152028(NAD 83)
 DF4792
 DF4792_MARKER: DD = SURVEY DISK
 DF4792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4792_STAMPING: 0108 R 2000
 DF4792_MARK LOGO: MNDT  
 DF4792_PROJECTION: FLUSH
 DF4792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4792+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4792_ROD/PIPE-DEPTH:  4.6 meters
 DF4792
 DF4792  HISTORY     - Date     Condition        Report By
 DF4792  HISTORY     - 2000     MONUMENTED       MNDT
 DF4792  HISTORY     - 20001030 GOOD             MNDT
 DF4792
 DF4792                          STATION DESCRIPTION
 DF4792
 DF4792'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4792'6.35 MI (10.22 KM) EAST ON TH 47 FROM TH 169 IN AITKIN, AT TH 47 MP
 DF4792'120.50, 122 FT (37.2 M) NORTH OF TH 47, 36 FT (11.0 M) EAST OF CO RD
 DF4792'5, 27 FT (8.2 M) SOUTH OF P-POLE, 6.8 FT (2.1 M) SSE OF R/W POST, 1.9
 DF4792'FT (0.6 M) NORTH OF WIT POST.
 DF4792
 DF4792                          STATION RECOVERY (2000)
 DF4792
 DF4792'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4792'THE MARK IS 6.35 MI (10.22 KM) EAST OF AITKIN, 6.35 MI (10.22 KM) EAST
 DF4792'ALONG TH 47 AND TH 169 IN AITKIN, AT TH 47 MP 120.50, 122 FT (37.2 M)
 DF4792'NORTH OF TH 47, 36 FT (11.0 M) EAST OF CO RD 5, 27 FT (8.2 M) SOUTH OF
 DF4792'P-POLE, 6.8 FT (2.1 M) SSE OF R/W POST, 1.9 FT (0.6 M) NORTH OF WIT
 DF4792'POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4793 ***********************************************************************
 DF4793  DESIGNATION -  0108 S
 DF4793  PID         -  DF4793
 DF4793  STATE/COUNTY-  MN/AITKIN
 DF4793  COUNTRY     -  US
 DF4793  USGS QUAD   -  HASSMAN (1973)
 DF4793
 DF4793                         *CURRENT SURVEY CONTROL
 DF4793  ______________________________________________________________________
 DF4793* NAD 83(2007) POSITION- 46 31 11.05289(N) 093 36 06.40772(W)   ADJUSTED  
 DF4793* NAD 83(2007) ELLIP HT-   352.671 (meters)        (02/10/07)   ADJUSTED
 DF4793* NAD 83(2007) EPOCH   -  2002.00
 DF4793* NAVD 88 ORTHO HEIGHT -   380.538  (meters)    1248.48  (feet) ADJUSTED  
 DF4793  ______________________________________________________________________
 DF4793  NAD 83(2007) X  -   -276,215.156 (meters)                     COMP
 DF4793  NAD 83(2007) Y  - -4,388,138.865 (meters)                     COMP
 DF4793  NAD 83(2007) Z  -  4,605,446.263 (meters)                     COMP
 DF4793  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC09
 DF4793  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DF4793  DYNAMIC HEIGHT  -        380.556 (meters)     1248.54  (feet) COMP
 DF4793  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DF4793
 DF4793  VERT ORDER      -  SECOND    CLASS I
 DF4793
 DF4793  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4793  Type                                         Horiz  Ellip  Dist(km)
 DF4793  -------------------------------------------------------------------
 DF4793  NETWORK                                       0.62   0.69
 DF4793  -------------------------------------------------------------------
 DF4793  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.56   0.61      3.35
 DF4793  -------------------------------------------------------------------
 DF4793  NOTE: Click here for information on individual local accuracy
 DF4793  values and other accuracy information.
 DF4793
 DF4793
 DF4793.The horizontal coordinates were established by GPS observations
 DF4793.and adjusted by the National Geodetic Survey in February 2007.
 DF4793
 DF4793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4793.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4793
 DF4793.The horizontal coordinates are valid at the epoch date displayed above
 DF4793.which is a decimal equivalence of Year/Month/Day.
 DF4793
 DF4793.The orthometric height was determined by differential leveling and
 DF4793.adjusted in December 2004.
 DF4793
 DF4793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4793
 DF4793.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4793
 DF4793.The ellipsoidal height was determined by GPS observations
 DF4793.and is referenced to NAD 83.
 DF4793
 DF4793.The dynamic height is computed by dividing the NAVD 88
 DF4793.geopotential number by the normal gravity value computed on the
 DF4793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4793.degrees latitude (g = 980.6199 gals.).
 DF4793
 DF4793.The modeled gravity was interpolated from observed gravity values.
 DF4793
 DF4793. The following values were computed from the NAD 83(2007) position.
 DF4793
 DF4793;                    North         East     Units Scale Factor Converg.
 DF4793;SPC MN C     -   269,117.320   849,736.870   MT  0.99992721   +0 28 08.1
 DF4793;SPC MN C     -   882,929.07  2,787,845.05   sFT  0.99992721   +0 28 08.1
 DF4793;UTM  15      - 5,151,972.359   453,841.045   MT  0.99962619   -0 26 12.0
 DF4793
 DF4793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4793!SPC MN C     -   0.99994472  x   0.99992721  =   0.99987193
 DF4793!UTM  15      -   0.99994472  x   0.99962619  =   0.99957093
 DF4793
 DF4793                          SUPERSEDED SURVEY CONTROL
 DF4793
 DF4793  NAD 83(1996)-  46 31 11.05251(N)    093 36 06.40688(W) AD(       ) 1
 DF4793  ELLIP H (03/21/03)  352.690  (m)                       GP(       ) 3 2
 DF4793  NAVD 88 (03/21/03)  380.54   (m)         1248.5    (f) LEVELING    3  
 DF4793
 DF4793.Superseded values are not recommended for survey control.
 DF4793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4793.See file dsdata.txt to determine how the superseded data were derived.
 DF4793
 DF4793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5384151972(NAD 83)
 DF4793
 DF4793_MARKER: DD = SURVEY DISK
 DF4793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4793_STAMPING: 0108 S 2000
 DF4793_MARK LOGO: MNDT  
 DF4793_PROJECTION: FLUSH
 DF4793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4793+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4793_ROD/PIPE-DEPTH:  3.0 meters
 DF4793
 DF4793  HISTORY     - Date     Condition        Report By
 DF4793  HISTORY     - 2000     MONUMENTED       MNDT
 DF4793  HISTORY     - 20001030 GOOD             MNDT
 DF4793
 DF4793                          STATION DESCRIPTION
 DF4793
 DF4793'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4793'5.30 MI (8.53 KM) EAST ALONG TH 47 FROM JCT TH 169 IN AITKIN, AT TH 47
 DF4793'MP 121.55, 56 FT (17.1 M) SOUTH OF TH 47, 5.8 FT (1.8 M) WNW OF
 DF4793'P-POLE, 1.8 F T EAST OF WIT POST.
 DF4793
 DF4793                          STATION RECOVERY (2000)
 DF4793
 DF4793'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4793'THE MARK IS 5.30 MI (8.53 KM) EAST OF AITKIN, 5.30 MI (8.53 KM) EAST
 DF4793'ALONG TH 47 AND TH 169 IN AITKIN, AT TH 47 MP 121.55, 56 FT (17.1 M)
 DF4793'SOUTH OF TH 47, 5.8 FT (1.8 M) WNW OF P-POLE, 1.8 FT (0.5 M) EAST OF
 DF4793'WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4794 ***********************************************************************
 DF4794  DESIGNATION -  0108 T
 DF4794  PID         -  DF4794
 DF4794  STATE/COUNTY-  MN/AITKIN
 DF4794  COUNTRY     -  US
 DF4794  USGS QUAD   -  HASSMAN (1973)
 DF4794
 DF4794                         *CURRENT SURVEY CONTROL
 DF4794  ______________________________________________________________________
 DF4794* NAD 83(2007) POSITION- 46 31 09.12914(N) 093 37 20.78415(W)   ADJUSTED  
 DF4794* NAD 83(2007) ELLIP HT-   350.730 (meters)        (02/10/07)   ADJUSTED
 DF4794* NAD 83(2007) EPOCH   -  2002.00
 DF4794* NAVD 88 ORTHO HEIGHT -   378.595  (meters)    1242.11  (feet) ADJUSTED  
 DF4794  ______________________________________________________________________
 DF4794  NAD 83(2007) X  -   -277,800.084 (meters)                     COMP
 DF4794  NAD 83(2007) Y  - -4,388,080.666 (meters)                     COMP
 DF4794  NAD 83(2007) Z  -  4,605,403.977 (meters)                     COMP
 DF4794  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC09
 DF4794  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DF4794  DYNAMIC HEIGHT  -        378.612 (meters)     1242.16  (feet) COMP
 DF4794  MODELED GRAVITY -    980,648.5   (mgal)                       NAVD 88
 DF4794
 DF4794  VERT ORDER      -  SECOND    CLASS I
 DF4794
 DF4794  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4794  Type                                         Horiz  Ellip  Dist(km)
 DF4794  -------------------------------------------------------------------
 DF4794  NETWORK                                       0.60   0.67
 DF4794  -------------------------------------------------------------------
 DF4794  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.53      2.25
 DF4794  -------------------------------------------------------------------
 DF4794  NOTE: Click here for information on individual local accuracy
 DF4794  values and other accuracy information.
 DF4794
 DF4794
 DF4794.The horizontal coordinates were established by GPS observations
 DF4794.and adjusted by the National Geodetic Survey in February 2007.
 DF4794
 DF4794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4794.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4794
 DF4794.The horizontal coordinates are valid at the epoch date displayed above
 DF4794.which is a decimal equivalence of Year/Month/Day.
 DF4794
 DF4794.The orthometric height was determined by differential leveling and
 DF4794.adjusted in December 2004.
 DF4794
 DF4794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4794
 DF4794.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4794
 DF4794.The ellipsoidal height was determined by GPS observations
 DF4794.and is referenced to NAD 83.
 DF4794
 DF4794.The dynamic height is computed by dividing the NAVD 88
 DF4794.geopotential number by the normal gravity value computed on the
 DF4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4794.degrees latitude (g = 980.6199 gals.).
 DF4794
 DF4794.The modeled gravity was interpolated from observed gravity values.
 DF4794
 DF4794. The following values were computed from the NAD 83(2007) position.
 DF4794
 DF4794;                    North         East     Units Scale Factor Converg.
 DF4794;SPC MN C     -   269,045.157   848,152.157   MT  0.99992718   +0 27 14.3
 DF4794;SPC MN C     -   882,692.32  2,782,645.87   sFT  0.99992718   +0 27 14.3
 DF4794;UTM  15      - 5,151,925.266   452,255.866   MT  0.99962802   -0 27 06.0
 DF4794
 DF4794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4794!SPC MN C     -   0.99994502  x   0.99992718  =   0.99987221
 DF4794!UTM  15      -   0.99994502  x   0.99962802  =   0.99957306
 DF4794
 DF4794                          SUPERSEDED SURVEY CONTROL
 DF4794
 DF4794  NAD 83(1996)-  46 31 09.12874(N)    093 37 20.78330(W) AD(       ) 1
 DF4794  ELLIP H (03/21/03)  350.749  (m)                       GP(       ) 3 2
 DF4794  NAVD 88 (03/21/03)  378.60   (m)         1242.1    (f) LEVELING    3  
 DF4794
 DF4794.Superseded values are not recommended for survey control.
 DF4794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4794.See file dsdata.txt to determine how the superseded data were derived.
 DF4794
 DF4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5225551925(NAD 83)
 DF4794
 DF4794_MARKER: DD = SURVEY DISK
 DF4794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4794_STAMPING: 0108 T 2000
 DF4794_MARK LOGO: MNDT  
 DF4794_PROJECTION: RECESSED 3 CENTIMETERS
 DF4794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4794+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4794_ROD/PIPE-DEPTH:  3.0 meters
 DF4794
 DF4794  HISTORY     - Date     Condition        Report By
 DF4794  HISTORY     - 2000     MONUMENTED       MNDT
 DF4794  HISTORY     - 20001030 GOOD             MNDT
 DF4794
 DF4794                          STATION DESCRIPTION
 DF4794
 DF4794'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4794'4.35 MI (7.00 KM) EAST ALONG TH 47 FROM JCT OF TH 169 IN AITKIN, AT TH
 DF4794'47 MP 122.5, 85 FT (25.9 M) SOUTH OF TH 47, 23 FT (7.0 M) WEST OF RD,
 DF4794'63.6 FT (19.4 M) WSW OF P-POLE, 2.3 FT (0.7 M) NORTH OF WIT POST.
 DF4794
 DF4794                          STATION RECOVERY (2000)
 DF4794
 DF4794'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4794'THE MARK IS 4.35 MI (7.00 KM) EAST OF AITKIN, 4.35 MI (7.00 KM) EAST
 DF4794'ALONG TH 47 FROM JCT OF TH 47 AND TH 169 IN AITKIN, AT TH 47 MP 122.5,
 DF4794'85 FT (25.9 M) SOUTH OF TH 47, 23 FT (7.0 M) WEST OF RD, 63.6 FT (19.4
 DF4794'M) WSW OF P-POLE, 2.3 FT (0.7 M) NORTH OF WIT POST, RECESSED 1 INCH,
 DF4794'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4795 ***********************************************************************
 DF4795  DESIGNATION -  0108 U
 DF4795  PID         -  DF4795
 DF4795  STATE/COUNTY-  MN/AITKIN
 DF4795  COUNTRY     -  US
 DF4795  USGS QUAD   -  AITKIN (1973)
 DF4795
 DF4795                         *CURRENT SURVEY CONTROL
 DF4795  ______________________________________________________________________
 DF4795* NAD 83(2007) POSITION- 46 31 13.85907(N) 093 38 29.63197(W)   ADJUSTED  
 DF4795* NAD 83(2007) ELLIP HT-   349.715 (meters)        (02/10/07)   ADJUSTED
 DF4795* NAD 83(2007) EPOCH   -  2002.00
 DF4795* NAVD 88 ORTHO HEIGHT -   377.572  (meters)    1238.75  (feet) ADJUSTED  
 DF4795  ______________________________________________________________________
 DF4795  NAD 83(2007) X  -   -279,257.962 (meters)                     COMP
 DF4795  NAD 83(2007) Y  - -4,387,881.231 (meters)                     COMP
 DF4795  NAD 83(2007) Z  -  4,605,503.745 (meters)                     COMP
 DF4795  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC09
 DF4795  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DF4795  DYNAMIC HEIGHT  -        377.589 (meters)     1238.81  (feet) COMP
 DF4795  MODELED GRAVITY -    980,648.7   (mgal)                       NAVD 88
 DF4795
 DF4795  VERT ORDER      -  SECOND    CLASS I
 DF4795
 DF4795  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4795  Type                                         Horiz  Ellip  Dist(km)
 DF4795  -------------------------------------------------------------------
 DF4795  NETWORK                                       0.53   0.59
 DF4795  -------------------------------------------------------------------
 DF4795  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.45   0.49      2.89
 DF4795  -------------------------------------------------------------------
 DF4795  NOTE: Click here for information on individual local accuracy
 DF4795  values and other accuracy information.
 DF4795
 DF4795
 DF4795.The horizontal coordinates were established by GPS observations
 DF4795.and adjusted by the National Geodetic Survey in February 2007.
 DF4795
 DF4795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4795.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4795
 DF4795.The horizontal coordinates are valid at the epoch date displayed above
 DF4795.which is a decimal equivalence of Year/Month/Day.
 DF4795
 DF4795.The orthometric height was determined by differential leveling and
 DF4795.adjusted in December 2004.
 DF4795
 DF4795.Photographs are available for this station.
 DF4795
 DF4795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4795
 DF4795.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4795
 DF4795.The ellipsoidal height was determined by GPS observations
 DF4795.and is referenced to NAD 83.
 DF4795
 DF4795.The dynamic height is computed by dividing the NAVD 88
 DF4795.geopotential number by the normal gravity value computed on the
 DF4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4795.degrees latitude (g = 980.6199 gals.).
 DF4795
 DF4795.The modeled gravity was interpolated from observed gravity values.
 DF4795
 DF4795. The following values were computed from the NAD 83(2007) position.
 DF4795
 DF4795;                    North         East     Units Scale Factor Converg.
 DF4795;SPC MN C     -   269,179.744   846,683.666   MT  0.99992726   +0 26 24.5
 DF4795;SPC MN C     -   883,133.88  2,777,827.99   sFT  0.99992726   +0 26 24.5
 DF4795;UTM  15      - 5,152,083.001   450,790.122   MT  0.99962977   -0 27 56.0
 DF4795
 DF4795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4795!SPC MN C     -   0.99994518  x   0.99992726  =   0.99987245
 DF4795!UTM  15      -   0.99994518  x   0.99962977  =   0.99957497
 DF4795
 DF4795                          SUPERSEDED SURVEY CONTROL
 DF4795
 DF4795  NAD 83(1996)-  46 31 13.85867(N)    093 38 29.63112(W) AD(       ) 1
 DF4795  ELLIP H (03/21/03)  349.734  (m)                       GP(       ) 3 2
 DF4795  NAVD 88 (03/21/03)  377.57   (m)         1238.7    (f) LEVELING    3  
 DF4795
 DF4795.Superseded values are not recommended for survey control.
 DF4795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4795.See file dsdata.txt to determine how the superseded data were derived.
 DF4795
 DF4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5079052083(NAD 83)
 DF4795
 DF4795_MARKER: DD = SURVEY DISK
 DF4795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4795_STAMPING: 0108 U 2000
 DF4795_MARK LOGO: MNDT  
 DF4795_PROJECTION: RECESSED 3 CENTIMETERS
 DF4795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4795+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DF4795_ROD/PIPE-DEPTH:  3.0 meters
 DF4795
 DF4795  HISTORY     - Date     Condition        Report By
 DF4795  HISTORY     - 2000     MONUMENTED       MNDT
 DF4795  HISTORY     - 20001030 GOOD             MNDT
 DF4795  HISTORY     - 20050822 GOOD             MNDT
 DF4795
 DF4795                          STATION DESCRIPTION
 DF4795
 DF4795'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4795'3.45 MI (5.55 KM) EAST ALONG TH 47 FROM JCT OF TH 169 IN AITKIN, AT TH
 DF4795'47 MP 123.4, 82 FT (25.0 M) SOUTH OF TH 47, 27 FT (8.2 M) EAST OF ENT,
 DF4795'6.2 FT (1.9 M) SSW OF EAST LEG OF SIGN 2.0 FT (0.6 M) EAST OF WIT
 DF4795'POST.
 DF4795
 DF4795                          STATION RECOVERY (2000)
 DF4795
 DF4795'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4795'THE MARK IS 3.45 MI (5.55 KM) EAST OF AITKIN, 3.45 MI (5.55 KM) EAST
 DF4795'ALONG TH 47 FROM JCT OF TH 47 AND TH 169 IN AITKIN, AT TH 47 MP 123.4,
 DF4795'82 FT (25.0 M) SOUTH OF TH 47, 27 FT (8.2 M) EAST OF ENT, 6.2 FT (1.9
 DF4795'M) SSW OF EAST LEG OF SIGN 2.0 FT (0.6 M) EAST OF WIT POST, RECESSED 1
 DF4795'INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF4795
 DF4795                          STATION RECOVERY (2005)
 DF4795
 DF4795'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF4795'3.45 MILES EAST OF AITKIN,  AT TRUNK HIGHWAY 47 MILEPOINT 123.4, 3.45
 DF4795'MILES EAST ALONG TRUNK HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47
 DF4795'AND TRUNK HIGHWAY 169 IN AITKIN,82 FEET SOUTH OF TRUNK HIGHWAY 47, 27
 DF4795'FEET EAST OF ENTRANCE, 6.2 FEET SOUTH-SOUTHWEST OF EAST LEG OF SIGN,
 DF4795'2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4796 ***********************************************************************
 DF4796  DESIGNATION -  0108 V
 DF4796  PID         -  DF4796
 DF4796  STATE/COUNTY-  MN/AITKIN
 DF4796  COUNTRY     -  US
 DF4796  USGS QUAD   -  AITKIN (1973)
 DF4796
 DF4796                         *CURRENT SURVEY CONTROL
 DF4796  ______________________________________________________________________
 DF4796* NAD 83(2007) POSITION- 46 31 10.65952(N) 093 40 45.27062(W)   ADJUSTED  
 DF4796* NAD 83(2007) ELLIP HT-   351.638 (meters)        (02/10/07)   ADJUSTED
 DF4796* NAD 83(2007) EPOCH   -  2002.00
 DF4796* NAVD 88 ORTHO HEIGHT -   379.481  (meters)    1245.01  (feet) ADJUSTED  
 DF4796  ______________________________________________________________________
 DF4796  NAD 83(2007) X  -   -282,148.034 (meters)                     COMP
 DF4796  NAD 83(2007) Y  - -4,387,769.508 (meters)                     COMP
 DF4796  NAD 83(2007) Z  -  4,605,437.155 (meters)                     COMP
 DF4796  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC09
 DF4796  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DF4796  DYNAMIC HEIGHT  -        379.499 (meters)     1245.07  (feet) COMP
 DF4796  MODELED GRAVITY -    980,649.6   (mgal)                       NAVD 88
 DF4796
 DF4796  VERT ORDER      -  SECOND    CLASS I
 DF4796
 DF4796  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4796  Type                                         Horiz  Ellip  Dist(km)
 DF4796  -------------------------------------------------------------------
 DF4796  NETWORK                                       0.73   0.78
 DF4796  -------------------------------------------------------------------
 DF4796  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.67   0.71      2.11
 DF4796  -------------------------------------------------------------------
 DF4796  NOTE: Click here for information on individual local accuracy
 DF4796  values and other accuracy information.
 DF4796
 DF4796
 DF4796.The horizontal coordinates were established by GPS observations
 DF4796.and adjusted by the National Geodetic Survey in February 2007.
 DF4796
 DF4796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4796.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4796
 DF4796.The horizontal coordinates are valid at the epoch date displayed above
 DF4796.which is a decimal equivalence of Year/Month/Day.
 DF4796
 DF4796.The orthometric height was determined by differential leveling and
 DF4796.adjusted in December 2004.
 DF4796
 DF4796.Photographs are available for this station.
 DF4796
 DF4796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4796
 DF4796.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4796
 DF4796.The ellipsoidal height was determined by GPS observations
 DF4796.and is referenced to NAD 83.
 DF4796
 DF4796.The dynamic height is computed by dividing the NAVD 88
 DF4796.geopotential number by the normal gravity value computed on the
 DF4796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4796.degrees latitude (g = 980.6199 gals.).
 DF4796
 DF4796.The modeled gravity was interpolated from observed gravity values.
 DF4796
 DF4796. The following values were computed from the NAD 83(2007) position.
 DF4796
 DF4796;                    North         East     Units Scale Factor Converg.
 DF4796;SPC MN C     -   269,059.438   843,793.541   MT  0.99992721   +0 24 46.4
 DF4796;SPC MN C     -   882,739.17  2,768,345.98   sFT  0.99992721   +0 24 46.4
 DF4796;UTM  15      - 5,152,008.416   447,899.312   MT  0.99963337   -0 29 34.4
 DF4796
 DF4796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4796!SPC MN C     -   0.99994488  x   0.99992721  =   0.99987209
 DF4796!UTM  15      -   0.99994488  x   0.99963337  =   0.99957827
 DF4796
 DF4796:                Primary Azimuth Mark                     Grid Az
 DF4796:SPC MN C     -  0108 W                                   304 12 48.5
 DF4796:UTM  15      -  0108 W                                   305 07 09.3
 DF4796
 DF4796|---------------------------------------------------------------------|
 DF4796| PID    Reference Object                     Distance      Geod. Az  |
 DF4796|                                                           dddmmss.s |
 DF4796| DF4797 0108 W                              APPROX. 1.3 KM 3043734.9 |
 DF4796|---------------------------------------------------------------------|
 DF4796
 DF4796                          SUPERSEDED SURVEY CONTROL
 DF4796
 DF4796  NAD 83(1996)-  46 31 10.65915(N)    093 40 45.26981(W) AD(       ) 1
 DF4796  ELLIP H (03/21/03)  351.658  (m)                       GP(       ) 3 2
 DF4796  NAVD 88 (03/21/03)  379.48   (m)         1245.0    (f) LEVELING    3  
 DF4796
 DF4796.Superseded values are not recommended for survey control.
 DF4796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4796.See file dsdata.txt to determine how the superseded data were derived.
 DF4796
 DF4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4789952008(NAD 83)
 DF4796
 DF4796_MARKER: DD = SURVEY DISK
 DF4796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4796_STAMPING: 0108 V 2000
 DF4796_MARK LOGO: MNDT  
 DF4796_PROJECTION: FLUSH
 DF4796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4796+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 DF4796_ROD/PIPE-DEPTH:  4.6 meters
 DF4796
 DF4796  HISTORY     - Date     Condition        Report By
 DF4796  HISTORY     - 2000     MONUMENTED       MNDT
 DF4796  HISTORY     - 20001030 GOOD             MNDT
 DF4796  HISTORY     - 20050623 GOOD             MNDT
 DF4796
 DF4796                          STATION DESCRIPTION
 DF4796
 DF4796'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4796'1.20 MI (1.93 KM) EAST ALONG TH 47 FROM JCT TH 169 IN AITKIN, AT TH 47
 DF4796'MP 125.65, 55 FT (16.8 M) NORTH OF TH 47, 5.1 FT (1.6 M) ENE OF
 DF4796'P-POLE, 2.6 FT (0.8 M) WEST OF WIT POST.
 DF4796
 DF4796                          STATION RECOVERY (2000)
 DF4796
 DF4796'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4796'THE MARK IS 1.20 MI (1.93 KM) EAST OF AITKIN, 1.20 MI (1.93 KM) EAST
 DF4796'ALONG TH 47 FROM JCT OF TH 47 AND TH 169 IN AITKIN, AT TH 47 MP
 DF4796'125.65, 55 FT (16.8 M) NORTH OF TH 47, 5.1 FT (1.6 M) ENE OF P-POLE,
 DF4796'2.6 FT (0.8 M) WEST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4796
 DF4796                          STATION RECOVERY (2005)
 DF4796
 DF4796'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF4796'1.20 MILES EAST OF AITKIN, AT TRUNK HIGHWAY 47 MILEPOINT 125.65, 1.20
 DF4796'MILES EAST ALONG TRUNK HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47
 DF4796'AND TRUNK HIGHWAY 169 IN AITKIN, 55 FEET NORTH OF TRUNK HIGHWAY 47,
 DF4796'5.1 FEET EAST-NORTHEAST OF POWER POLE, 2.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6964 ***********************************************************************
 DK6964  DESIGNATION -  0108 X
 DK6964  PID         -  DK6964
 DK6964  STATE/COUNTY-  MN/AITKIN
 DK6964  COUNTRY     -  US
 DK6964  USGS QUAD   -  GLEN (1973)
 DK6964
 DK6964                         *CURRENT SURVEY CONTROL
 DK6964  ______________________________________________________________________
 DK6964* NAD 83(1986) POSITION- 46 25 03.8    (N) 093 33 32.3    (W)   HD_HELD2  
 DK6964* NAVD 88 ORTHO HEIGHT -   389.542  (meters)    1278.02  (feet) ADJUSTED  
 DK6964  ______________________________________________________________________
 DK6964  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DK6964  DYNAMIC HEIGHT  -        389.555 (meters)     1278.07  (feet) COMP
 DK6964  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 DK6964
 DK6964  VERT ORDER      -  SECOND    CLASS I
 DK6964
 DK6964.The horizontal coordinates were established by autonomous hand held GPS
 DK6964.observations and have an estimated accuracy of +/- 10 meters.
 DK6964.
 DK6964.The orthometric height was determined by differential leveling and
 DK6964.adjusted in February 2009.
 DK6964
 DK6964.No vertical observational check was made to the station.
 DK6964
 DK6964.The dynamic height is computed by dividing the NAVD 88
 DK6964.geopotential number by the normal gravity value computed on the
 DK6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6964.degrees latitude (g = 980.6199 gals.).
 DK6964
 DK6964.The modeled gravity was interpolated from observed gravity values.
 DK6964
 DK6964;                    North         East    Units  Estimated Accuracy
 DK6964;SPC MN C     -   257,806.      853,120.      MT  (+/- 10 meters HH2 GPS)
 DK6964
 DK6964                          SUPERSEDED SURVEY CONTROL
 DK6964
 DK6964.No superseded survey control is available for this station.
 DK6964
 DK6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5704440612(NAD 83)
 DK6964
 DK6964_MARKER: DD = SURVEY DISK
 DK6964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6964_STAMPING: 0108 X 2005
 DK6964_MARK LOGO: MNDT  
 DK6964_PROJECTION: RECESSED 8 CENTIMETERS
 DK6964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6964+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK6964_ROD/PIPE-DEPTH:  7.6 meters
 DK6964
 DK6964  HISTORY     - Date     Condition        Report By
 DK6964  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6964
 DK6964                          STATION DESCRIPTION
 DK6964
 DK6964'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6964'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF MALMO,
 DK6964'5.9 MI (9.5 KM) NORTHEAST OF WEALTHWOOD AND 2.0 MI (3.2 KM) WEST OF
 DK6964'GLEN.
 DK6964' 
 DK6964'FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN GO
 DK6964'2.0 MI (3.2 KM) WEST ALONG COUNTY ROAD 12.
 DK6964' 
 DK6964'THE MARK IS 31.0 FT (9.4 M) NORTH OF COUNTY ROAD 12, 96.4 FT (29.4 M)
 DK6964'WEST OF NORDLAND TOWNSHIP 75, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6966 ***********************************************************************
 DK6966  DESIGNATION -  0108 X 1
 DK6966  PID         -  DK6966
 DK6966  STATE/COUNTY-  MN/AITKIN
 DK6966  COUNTRY     -  US
 DK6966  USGS QUAD   -  GLEN (1973)
 DK6966
 DK6966                         *CURRENT SURVEY CONTROL
 DK6966  ______________________________________________________________________
 DK6966* NAD 83(1986) POSITION- 46 25 19.4    (N) 093 36 00.2    (W)   HD_HELD2  
 DK6966* NAVD 88 ORTHO HEIGHT -   385.809  (meters)    1265.78  (feet) ADJUSTED  
 DK6966  ______________________________________________________________________
 DK6966  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DK6966  DYNAMIC HEIGHT  -        385.821 (meters)     1265.81  (feet) COMP
 DK6966  MODELED GRAVITY -    980,635.3   (mgal)                       NAVD 88
 DK6966
 DK6966  VERT ORDER      -  SECOND    CLASS I
 DK6966
 DK6966.The horizontal coordinates were established by autonomous hand held GPS
 DK6966.observations and have an estimated accuracy of +/- 10 meters.
 DK6966.
 DK6966.The orthometric height was determined by differential leveling and
 DK6966.adjusted in February 2009.
 DK6966
 DK6966.No vertical observational check was made to the station.
 DK6966
 DK6966.The dynamic height is computed by dividing the NAVD 88
 DK6966.geopotential number by the normal gravity value computed on the
 DK6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6966.degrees latitude (g = 980.6199 gals.).
 DK6966
 DK6966.The modeled gravity was interpolated from observed gravity values.
 DK6966
 DK6966;                    North         East    Units  Estimated Accuracy
 DK6966;SPC MN C     -   258,261.      849,958.      MT  (+/- 10 meters HH2 GPS)
 DK6966
 DK6966                          SUPERSEDED SURVEY CONTROL
 DK6966
 DK6966.No superseded survey control is available for this station.
 DK6966
 DK6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5389041117(NAD 83)
 DK6966
 DK6966_MARKER: DD = SURVEY DISK
 DK6966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6966_STAMPING: 0108 X 1 2005
 DK6966_MARK LOGO: MNDT  
 DK6966_PROJECTION: FLUSH
 DK6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6966+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK6966_ROD/PIPE-DEPTH:  7.6 meters
 DK6966
 DK6966  HISTORY     - Date     Condition        Report By
 DK6966  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6966
 DK6966                          STATION DESCRIPTION
 DK6966
 DK6966'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6966'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF MALMO,
 DK6966'4.8 MI (7.7 KM) NORTH-NORTHEAST OF WEALTHWOOD AND 4.1 MI (6.6 KM) WEST
 DK6966'OF GLEN.
 DK6966' 
 DK6966'FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN GO
 DK6966'4.05 MI (6.5 KM) WEST ALONG COUNTY ROAD 12.
 DK6966' 
 DK6966'THE MARK IS 57.7 FT (17.6 M) SOUTH OF COUNTY ROAD 12, 148.1 FT (45.1
 DK6966'M) EAST OF 360TH AVENUE, 42.4 FT (12.9 M) EAST OF AN ENTRANCE, 1.0 FT
 DK6966'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8140 ***********************************************************************
 DH8140  DESIGNATION -  0108 X 2
 DH8140  PID         -  DH8140
 DH8140  STATE/COUNTY-  MN/AITKIN
 DH8140  COUNTRY     -  US
 DH8140  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8140
 DH8140                         *CURRENT SURVEY CONTROL
 DH8140  ______________________________________________________________________
 DH8140* NAD 83(2007) POSITION- 46 25 53.61550(N) 093 39 15.37663(W)   ADJUSTED  
 DH8140* NAD 83(2007) ELLIP HT-   357.782 (meters)        (07/07/09)   ADJUSTED
 DH8140* NAD 83(2007) EPOCH   -  2002.00
 DH8140* NAVD 88 ORTHO HEIGHT -   385.513  (meters)    1264.80  (feet) ADJUSTED  
 DH8140  ______________________________________________________________________
 DH8140  NAD 83(2007) X  -   -280,688.448 (meters)                     COMP
 DH8140  NAD 83(2007) Y  - -4,394,980.544 (meters)                     COMP
 DH8140  NAD 83(2007) Z  -  4,598,699.448 (meters)                     COMP
 DH8140  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC09
 DH8140  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DH8140  DYNAMIC HEIGHT  -        385.525 (meters)     1264.84  (feet) COMP
 DH8140  MODELED GRAVITY -    980,633.8   (mgal)                       NAVD 88
 DH8140
 DH8140  HORZ ORDER      -  FIRST
 DH8140  VERT ORDER      -  SECOND    CLASS I
 DH8140  ELLP ORDER      -  THIRD     CLASS II
 DH8140
 DH8140.The horizontal coordinates were established by GPS observations
 DH8140.and adjusted by the National Geodetic Survey in July 2009.
 DH8140
 DH8140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8140.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8140
 DH8140.The horizontal coordinates are valid at the epoch date displayed above
 DH8140.which is a decimal equivalence of Year/Month/Day.
 DH8140
 DH8140.The orthometric height was determined by differential leveling and
 DH8140.adjusted in February 2009.
 DH8140
 DH8140.No vertical observational check was made to the station.
 DH8140
 DH8140.Photographs are available for this station.
 DH8140
 DH8140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8140
 DH8140.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8140
 DH8140.The ellipsoidal height was determined by GPS observations
 DH8140.and is referenced to NAD 83.
 DH8140
 DH8140.The dynamic height is computed by dividing the NAVD 88
 DH8140.geopotential number by the normal gravity value computed on the
 DH8140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8140.degrees latitude (g = 980.6199 gals.).
 DH8140
 DH8140.The modeled gravity was interpolated from observed gravity values.
 DH8140
 DH8140. The following values were computed from the NAD 83(2007) position.
 DH8140
 DH8140;                    North         East     Units Scale Factor Converg.
 DH8140;SPC MN C     -   259,284.888   845,783.090   MT  0.99992344   +0 25 51.4
 DH8140;SPC MN C     -   850,670.50  2,774,873.35   sFT  0.99992344   +0 25 51.4
 DH8140;UTM  15      - 5,142,206.522   449,733.626   MT  0.99963106   -0 28 26.6
 DH8140
 DH8140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8140!SPC MN C     -   0.99994392  x   0.99992344  =   0.99986736
 DH8140!UTM  15      -   0.99994392  x   0.99963106  =   0.99957500
 DH8140
 DH8140                          SUPERSEDED SURVEY CONTROL
 DH8140
 DH8140  NAD 83(1996)-  46 25 53.61518(N)    093 39 15.37618(W) AD(       ) 1
 DH8140  ELLIP H (12/20/05)  357.807  (m)                       GP(       ) 3 2
 DH8140  NAVD 88 (12/20/05)  385.5    (m)  GEOID03 model used   GPS OBS        
 DH8140
 DH8140.Superseded values are not recommended for survey control.
 DH8140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8140.See file dsdata.txt to determine how the superseded data were derived.
 DH8140
 DH8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4973342206(NAD 83)
 DH8140
 DH8140_MARKER: DD = SURVEY DISK
 DH8140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8140_STAMPING: 0108 X 2 2005
 DH8140_MARK LOGO: MNDT  
 DH8140_PROJECTION: FLUSH
 DH8140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8140+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DH8140_ROD/PIPE-DEPTH:  4.6 meters
 DH8140
 DH8140  HISTORY     - Date     Condition        Report By
 DH8140  HISTORY     - 2005     MONUMENTED       MNDT
 DH8140  HISTORY     - 20060809 GOOD             MNDT
 DH8140
 DH8140                          STATION DESCRIPTION
 DH8140
 DH8140'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8140'7.0 MILES SOUTH-SOUTHEAST OF AITKIN. 4.45 MILES EAST ALONG COUNTY ROAD
 DH8140'28 FROM JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF
 DH8140'AITKIN, AT JUNCTION OF COUNTY ROADS 28 AND 51, 55.8 FEET SOUTH OF
 DH8140'COUNTY ROAD 28, 59.9 FEET EAST OF COUNTY ROAD 51, 1.0 FEET NORTH OF
 DH8140'WITNESS POST
 DH8140
 DH8140                          STATION RECOVERY (2006)
 DH8140
 DH8140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DH8140'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF AITKIN,
 DH8140'6.7 MI (10.8 KM) WEST OF GLEN AND 4.7 MI (7.6 KM) NORTH OF WEALTHWOOD,
 DH8140'7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF AITKIN.
 DH8140' 
 DH8140'FROM THE JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF
 DH8140'AITKIN GO 4.45 MI (7.2 KM) EAST ALONG COUNTY ROAD 28.
 DH8140' 
 DH8140'THE MARK IS FOUND AT THE JUNCTION OF COUNTY ROADS 28 AND 51, 55.8 FT
 DH8140'(17.0 M) SOUTH OF COUNTY ROAD 28, 59.9 FT (18.3 M) EAST OF COUNTY ROAD
 DH8140'51, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8141 ***********************************************************************
 DH8141  DESIGNATION -  0108 X 3
 DH8141  PID         -  DH8141
 DH8141  STATE/COUNTY-  MN/AITKIN
 DH8141  COUNTRY     -  US
 DH8141  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8141
 DH8141                         *CURRENT SURVEY CONTROL
 DH8141  ______________________________________________________________________
 DH8141* NAD 83(2007) POSITION- 46 25 54.60569(N) 093 41 42.86592(W)   ADJUSTED  
 DH8141* NAD 83(2007) ELLIP HT-   357.233 (meters)        (07/07/09)   ADJUSTED
 DH8141* NAD 83(2007) EPOCH   -  2002.00
 DH8141* NAVD 88 ORTHO HEIGHT -   384.955  (meters)    1262.97  (feet) ADJUSTED  
 DH8141  ______________________________________________________________________
 DH8141  NAD 83(2007) X  -   -283,829.547 (meters)                     COMP
 DH8141  NAD 83(2007) Y  - -4,394,756.229 (meters)                     COMP
 DH8141  NAD 83(2007) Z  -  4,598,720.124 (meters)                     COMP
 DH8141  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC09
 DH8141  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DH8141  DYNAMIC HEIGHT  -        384.966 (meters)     1263.01  (feet) COMP
 DH8141  MODELED GRAVITY -    980,631.6   (mgal)                       NAVD 88
 DH8141
 DH8141  HORZ ORDER      -  FIRST
 DH8141  VERT ORDER      -  SECOND    CLASS I
 DH8141  ELLP ORDER      -  THIRD     CLASS II
 DH8141
 DH8141.The horizontal coordinates were established by GPS observations
 DH8141.and adjusted by the National Geodetic Survey in July 2009.
 DH8141
 DH8141.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8141.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8141
 DH8141.The horizontal coordinates are valid at the epoch date displayed above
 DH8141.which is a decimal equivalence of Year/Month/Day.
 DH8141
 DH8141.The orthometric height was determined by differential leveling and
 DH8141.adjusted in February 2009.
 DH8141
 DH8141.No vertical observational check was made to the station.
 DH8141
 DH8141.Photographs are available for this station.
 DH8141
 DH8141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8141
 DH8141.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8141
 DH8141.The ellipsoidal height was determined by GPS observations
 DH8141.and is referenced to NAD 83.
 DH8141
 DH8141.The dynamic height is computed by dividing the NAVD 88
 DH8141.geopotential number by the normal gravity value computed on the
 DH8141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8141.degrees latitude (g = 980.6199 gals.).
 DH8141
 DH8141.The modeled gravity was interpolated from observed gravity values.
 DH8141
 DH8141. The following values were computed from the NAD 83(2007) position.
 DH8141
 DH8141;                    North         East     Units Scale Factor Converg.
 DH8141;SPC MN C     -   259,292.593   842,634.350   MT  0.99992345   +0 24 04.7
 DH8141;SPC MN C     -   850,695.78  2,764,542.86   sFT  0.99992345   +0 24 04.7
 DH8141;UTM  15      - 5,142,263.943   446,586.315   MT  0.99963507   -0 30 13.5
 DH8141
 DH8141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8141!SPC MN C     -   0.99994400  x   0.99992345  =   0.99986746
 DH8141!UTM  15      -   0.99994400  x   0.99963507  =   0.99957909
 DH8141
 DH8141                          SUPERSEDED SURVEY CONTROL
 DH8141
 DH8141  NAD 83(1996)-  46 25 54.60534(N)    093 41 42.86554(W) AD(       ) 1
 DH8141  ELLIP H (12/20/05)  357.258  (m)                       GP(       ) 3 2
 DH8141  NAVD 88 (12/20/05)  385.0    (m)  GEOID03 model used   GPS OBS        
 DH8141
 DH8141.Superseded values are not recommended for survey control.
 DH8141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8141.See file dsdata.txt to determine how the superseded data were derived.
 DH8141
 DH8141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4658642263(NAD 83)
 DH8141
 DH8141_MARKER: DD = SURVEY DISK
 DH8141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8141_STAMPING: 0108 X 3 2005
 DH8141_MARK LOGO: MNDT  
 DH8141_PROJECTION: FLUSH
 DH8141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8141+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 DH8141_ROD/PIPE-DEPTH:  9.1 meters
 DH8141
 DH8141  HISTORY     - Date     Condition        Report By
 DH8141  HISTORY     - 2005     MONUMENTED       MNDT
 DH8141  HISTORY     - 20060809 GOOD             MNDT
 DH8141
 DH8141                          STATION DESCRIPTION
 DH8141
 DH8141'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8141'7.0 MILES SOUTH OF AITKIN. 2.3 MILES EAST ALONG COUNTY ROAD 28 FROM
 DH8141'JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF AITKIN, 50.1
 DH8141'FEET SOUTH OF COUNTY ROAD 28, 38.9 FEET WEST OF FIELD ENTRANCE, 1.0
 DH8141'FEET NORTH OF WITNESS POST
 DH8141
 DH8141                          STATION RECOVERY (2006)
 DH8141
 DH8141'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DH8141'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF GLEN, 7.0 MI (11.3
 DH8141'KM) SOUTH OF AITKIN AND 5.1 MI (8.2 KM) NORTH-NORTHWEST OF WEALTHWOOD.
 DH8141'FROM THE JUNCTION OF COUNTY ROAD 28 AND TRUNK HIGHWAY 169 SOUTH OF
 DH8141'AITKIN GO 2.3 MI (3.7 KM) EAST ALONG COUNTY ROAD 28.
 DH8141' 
 DH8141'THE MARK IS 50.1 FT (15.3 M) SOUTH OF COUNTY ROAD 28, 38.9 FT (11.9 M)
 DH8141'WEST OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6963 ***********************************************************************
 DK6963  DESIGNATION -  0108 X 4
 DK6963  PID         -  DK6963
 DK6963  STATE/COUNTY-  MN/AITKIN
 DK6963  COUNTRY     -  US
 DK6963  USGS QUAD   -  GLEN (1973)
 DK6963
 DK6963                         *CURRENT SURVEY CONTROL
 DK6963  ______________________________________________________________________
 DK6963* NAD 83(1986) POSITION- 46 25 03.9    (N) 093 32 10.4    (W)   HD_HELD2  
 DK6963* NAVD 88 ORTHO HEIGHT -   391.472  (meters)    1284.35  (feet) ADJUSTED  
 DK6963  ______________________________________________________________________
 DK6963  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DK6963  DYNAMIC HEIGHT  -        391.485 (meters)     1284.40  (feet) COMP
 DK6963  MODELED GRAVITY -    980,638.0   (mgal)                       NAVD 88
 DK6963
 DK6963  VERT ORDER      -  SECOND    CLASS I
 DK6963
 DK6963.The horizontal coordinates were established by autonomous hand held GPS
 DK6963.observations and have an estimated accuracy of +/- 10 meters.
 DK6963.
 DK6963.The orthometric height was determined by differential leveling and
 DK6963.adjusted in February 2009.
 DK6963
 DK6963.No vertical observational check was made to the station.
 DK6963
 DK6963.The dynamic height is computed by dividing the NAVD 88
 DK6963.geopotential number by the normal gravity value computed on the
 DK6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6963.degrees latitude (g = 980.6199 gals.).
 DK6963
 DK6963.The modeled gravity was interpolated from observed gravity values.
 DK6963
 DK6963;                    North         East    Units  Estimated Accuracy
 DK6963;SPC MN C     -   257,825.      854,869.      MT  (+/- 10 meters HH2 GPS)
 DK6963
 DK6963                          SUPERSEDED SURVEY CONTROL
 DK6963
 DK6963.No superseded survey control is available for this station.
 DK6963
 DK6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5879240603(NAD 83)
 DK6963
 DK6963_MARKER: DD = SURVEY DISK
 DK6963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6963_STAMPING: 0108 X 4 2006
 DK6963_MARK LOGO: MNDT  
 DK6963_PROJECTION: FLUSH
 DK6963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6963+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK6963_ROD/PIPE-DEPTH:  8.8 meters
 DK6963
 DK6963  HISTORY     - Date     Condition        Report By
 DK6963  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6963
 DK6963                          STATION DESCRIPTION
 DK6963
 DK6963'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6963'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTHEAST OF WEALTHWOOD,
 DK6963'5.8 MI (9.3 KM) NORTH OF MALMO AND 1.0 MI (1.6 KM) WEST OF GLEN.
 DK6963' 
 DK6963'FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 47 IN GLEN GO
 DK6963'1.0 MI (1.6 KM) WEST ALONG COUNTY ROAD 12.
 DK6963' 
 DK6963'THE MARK IS LOCATED 63.7 FT (19.4 M) SOUTH-SOUTHWEST OF A STOP SIGN,
 DK6963'27.1 FT (8.3 M) SOUTH OF COUNTY ROAD 12, 25 FT (7.6 M) WEST OF AN
 DK6963'ENTRANCE CORNER TO COUNTY ROAD 74, 1.0 FT (0.3 M) WEST OF A WITNESS
 DK6963'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6965 ***********************************************************************
 DK6965  DESIGNATION -  0108 X 5
 DK6965  PID         -  DK6965
 DK6965  STATE/COUNTY-  MN/AITKIN
 DK6965  COUNTRY     -  US
 DK6965  USGS QUAD   -  GLEN (1973)
 DK6965
 DK6965                         *CURRENT SURVEY CONTROL
 DK6965  ______________________________________________________________________
 DK6965* NAD 83(1986) POSITION- 46 25 03.8    (N) 093 34 45.7    (W)   HD_HELD2  
 DK6965* NAVD 88 ORTHO HEIGHT -   382.133  (meters)    1253.71  (feet) ADJUSTED  
 DK6965  ______________________________________________________________________
 DK6965  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DK6965  DYNAMIC HEIGHT  -        382.145 (meters)     1253.75  (feet) COMP
 DK6965  MODELED GRAVITY -    980,635.9   (mgal)                       NAVD 88
 DK6965
 DK6965  VERT ORDER      -  SECOND    CLASS I
 DK6965
 DK6965.The horizontal coordinates were established by autonomous hand held GPS
 DK6965.observations and have an estimated accuracy of +/- 10 meters.
 DK6965.
 DK6965.The orthometric height was determined by differential leveling and
 DK6965.adjusted in February 2009.
 DK6965
 DK6965.No vertical observational check was made to the station.
 DK6965
 DK6965.The dynamic height is computed by dividing the NAVD 88
 DK6965.geopotential number by the normal gravity value computed on the
 DK6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6965.degrees latitude (g = 980.6199 gals.).
 DK6965
 DK6965.The modeled gravity was interpolated from observed gravity values.
 DK6965
 DK6965;                    North         East    Units  Estimated Accuracy
 DK6965;SPC MN C     -   257,793.      851,553.      MT  (+/- 10 meters HH2 GPS)
 DK6965
 DK6965                          SUPERSEDED SURVEY CONTROL
 DK6965
 DK6965.No superseded survey control is available for this station.
 DK6965
 DK6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5547740624(NAD 83)
 DK6965
 DK6965_MARKER: DD = SURVEY DISK
 DK6965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6965_STAMPING: 0108 X 5 2006
 DK6965_MARK LOGO: MNDT  
 DK6965_PROJECTION: FLUSH
 DK6965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6965+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK6965_ROD/PIPE-DEPTH:  9.1 meters
 DK6965
 DK6965  HISTORY     - Date     Condition        Report By
 DK6965  HISTORY     - 20050622 MONUMENTED       MNDT
 DK6965
 DK6965                          STATION DESCRIPTION
 DK6965
 DK6965'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6965'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF MALMO,
 DK6965'5.2 MI (8.4 KM) NORTHEAST OF WEALTHWOOD AND 3 MI (4.8 KM) WEST OF
 DK6965'GLEN.
 DK6965' 
 DK6965'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 12 IN GLEN GO
 DK6965'3.1 MI (5.0 KM) WEST ALONG COUNTY ROAD 12.
 DK6965' 
 DK6965'THE MARK IS 107.2 FT (32.7 M) SOUTHWEST OF A POWER-POLE IN A YARD,
 DK6965'57.3 FT (17.5 M) NORTH OF COUNTY ROAD 12, 10.3 FT (3.1 M) WEST OF AN
 DK6965'ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5785 ***********************************************************************
 DG5785  DESIGNATION -  0112 A
 DG5785  PID         -  DG5785
 DG5785  STATE/COUNTY-  MN/AITKIN
 DG5785  COUNTRY     -  US
 DG5785  USGS QUAD   -  LIBBY (1980)
 DG5785
 DG5785                         *CURRENT SURVEY CONTROL
 DG5785  ______________________________________________________________________
 DG5785* NAD 83(1986) POSITION- 46 48 29.1    (N) 093 20 12.1    (W)   HD_HELD2  
 DG5785* NAVD 88 ORTHO HEIGHT -   375.206  (meters)    1230.99  (feet) ADJUSTED  
 DG5785  ______________________________________________________________________
 DG5785  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 DG5785  DYNAMIC HEIGHT  -        375.231 (meters)     1231.07  (feet) COMP
 DG5785  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 DG5785
 DG5785  VERT ORDER      -  SECOND    CLASS I
 DG5785
 DG5785.The horizontal coordinates were established by autonomous hand held GPS
 DG5785.observations and have an estimated accuracy of +/- 10 meters.
 DG5785.
 DG5785.The orthometric height was determined by differential leveling and
 DG5785.adjusted in December 2004.
 DG5785
 DG5785.The dynamic height is computed by dividing the NAVD 88
 DG5785.geopotential number by the normal gravity value computed on the
 DG5785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5785.degrees latitude (g = 980.6199 gals.).
 DG5785
 DG5785.The modeled gravity was interpolated from observed gravity values.
 DG5785
 DG5785;                    North         East    Units  Estimated Accuracy
 DG5785;SPC MN C     -   301,368.      869,706.      MT  (+/- 10 meters HH2 GPS)
 DG5785
 DG5785                          SUPERSEDED SURVEY CONTROL
 DG5785
 DG5785.No superseded survey control is available for this station.
 DG5785
 DG5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7431183892(NAD 83)
 DG5785
 DG5785_MARKER: DV = VERTICAL CONTROL DISK
 DG5785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5785_STAMPING: 0112 A 1952
 DG5785_MARK LOGO: MNHD  
 DG5785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5785+STABILITY: SURFACE MOTION
 DG5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5785+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5785
 DG5785  HISTORY     - Date     Condition        Report By
 DG5785  HISTORY     - 1952     MONUMENTED       MNHD
 DG5785  HISTORY     - 20000911 GOOD             MNDT
 DG5785
 DG5785                          STATION DESCRIPTION
 DG5785
 DG5785'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5785'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 14.65 MI (23.58
 DG5785'KM) NORTH OF MCGREGOR, 2 MI (3.2 KM) NORTH OF LIBBY, 7.55 MI (12.15
 DG5785'KM) NORTH ALONG TH 65 FROM JCT TH 65 AND TH 232 (ABOUT 7 MI (11.3 KM)
 DG5785'NORTH OF MCGREGOR,) AT TH 65 MP 132.3, 79 FT (24.1 M) WSW OF TH 65,
 DG5785'60.5 FT (18.4 M) NORTH OF EAST R/W POST, 1.3 FT (0.4 M) EAST OF WIT
 DG5785'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5783 ***********************************************************************
 DG5783  DESIGNATION -  0112 B
 DG5783  PID         -  DG5783
 DG5783  STATE/COUNTY-  MN/AITKIN
 DG5783  COUNTRY     -  US
 DG5783  USGS QUAD   -  LIBBY (1980)
 DG5783
 DG5783                         *CURRENT SURVEY CONTROL
 DG5783  ______________________________________________________________________
 DG5783* NAD 83(1986) POSITION- 46 47 12.     (N) 093 19 28.     (W)   SCALED    
 DG5783* NAVD 88 ORTHO HEIGHT -   374.759  (meters)    1229.52  (feet) ADJUSTED  
 DG5783  ______________________________________________________________________
 DG5783  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 DG5783  DYNAMIC HEIGHT  -        374.783 (meters)     1229.60  (feet) COMP
 DG5783  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DG5783
 DG5783  VERT ORDER      -  SECOND    CLASS I
 DG5783
 DG5783.The horizontal coordinates were scaled from a topographic map and have
 DG5783.an estimated accuracy of +/- 6 seconds.
 DG5783.
 DG5783.The orthometric height was determined by differential leveling and
 DG5783.adjusted in December 2004.
 DG5783
 DG5783.The dynamic height is computed by dividing the NAVD 88
 DG5783.geopotential number by the normal gravity value computed on the
 DG5783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5783.degrees latitude (g = 980.6199 gals.).
 DG5783
 DG5783.The modeled gravity was interpolated from observed gravity values.
 DG5783
 DG5783;                    North         East    Units  Estimated Accuracy
 DG5783;SPC MN C     -   299,000.      870,670.      MT  (+/- 180 meters Scaled)
 DG5783
 DG5783                          SUPERSEDED SURVEY CONTROL
 DG5783
 DG5783.No superseded survey control is available for this station.
 DG5783
 DG5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM752815(NAD 83)
 DG5783
 DG5783_MARKER: DB = BENCH MARK DISK
 DG5783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5783_SP_SET: BRIDGE ABUTMENT
 DG5783_STAMPING: 0112 B 1948
 DG5783_MARK LOGO: MNDT  
 DG5783_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5783+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5783
 DG5783  HISTORY     - Date     Condition        Report By
 DG5783  HISTORY     - 1948     MONUMENTED       MNDT
 DG5783  HISTORY     - 20000911 GOOD             MNDT
 DG5783
 DG5783                          STATION DESCRIPTION
 DG5783
 DG5783'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5783'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 12.85 MI (20.68
 DG5783'KM) NORTH ALONG TH 65, FROM JCT TH 65 AND TH 200 IN MCGREGOR, AT TH 65
 DG5783'MP 130.70, IN SE COR OF TH 65 BRDG NO 5920 OVER SANDY RIVER, AND NOT
 DG5783'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5773 ***********************************************************************
 DG5773  DESIGNATION -  0112 C
 DG5773  PID         -  DG5773
 DG5773  STATE/COUNTY-  MN/AITKIN
 DG5773  COUNTRY     -  US
 DG5773  USGS QUAD   -  MINNEWAWA (1970)
 DG5773
 DG5773                         *CURRENT SURVEY CONTROL
 DG5773  ______________________________________________________________________
 DG5773* NAD 83(1986) POSITION- 46 37 44.1    (N) 093 19 01.9    (W)   HD_HELD2  
 DG5773* NAVD 88 ORTHO HEIGHT -   374.974  (meters)    1230.23  (feet) ADJUSTED  
 DG5773  ______________________________________________________________________
 DG5773  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 DG5773  DYNAMIC HEIGHT  -        374.995 (meters)     1230.30  (feet) COMP
 DG5773  MODELED GRAVITY -    980,660.1   (mgal)                       NAVD 88
 DG5773
 DG5773  VERT ORDER      -  SECOND    CLASS I
 DG5773
 DG5773.The horizontal coordinates were established by autonomous hand held GPS
 DG5773.observations and have an estimated accuracy of +/- 10 meters.
 DG5773.
 DG5773.The orthometric height was determined by differential leveling and
 DG5773.adjusted in December 2004.
 DG5773
 DG5773.The dynamic height is computed by dividing the NAVD 88
 DG5773.geopotential number by the normal gravity value computed on the
 DG5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5773.degrees latitude (g = 980.6199 gals.).
 DG5773
 DG5773.The modeled gravity was interpolated from observed gravity values.
 DG5773
 DG5773;                    North         East    Units  Estimated Accuracy
 DG5773;SPC MN C     -   281,470.      871,429.      MT  (+/- 10 meters HH2 GPS)
 DG5773
 DG5773                          SUPERSEDED SURVEY CONTROL
 DG5773
 DG5773.No superseded survey control is available for this station.
 DG5773
 DG5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7571863977(NAD 83)
 DG5773
 DG5773_MARKER: DD = SURVEY DISK
 DG5773_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5773_SP_SET: BRIDGE RAIL
 DG5773_STAMPING: 0112 C 2000
 DG5773_MARK LOGO: MNDT  
 DG5773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5773+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5773
 DG5773  HISTORY     - Date     Condition        Report By
 DG5773  HISTORY     - 2000     MONUMENTED       MNDT
 DG5773
 DG5773                          STATION DESCRIPTION
 DG5773
 DG5773'DESCRIBED BY MN DEPT OF TRANSP 2000
 DG5773'THE MARK IS 1.0 MI (1.6 KM) NORTH OF MCGREGOR, IN BRIDGE RAIL AT SE
 DG5773'COR OF TH 65 BRDG NO 01014 OVER SWAN RIVER, 1.3 MI (2.1 KM) NORTH
 DG5773'ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65 MP
 DG5773'119.15, 25 FT (7.6 M) EAST OF TH 65, 6.0 FT (1.8 M) NORTH OF SOUTH END
 DG5773'OF BRDG RAIL, NOT SUITABLE FOR GPS, FLUSH, AND MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5774 ***********************************************************************
 DG5774  DESIGNATION -  0112 D
 DG5774  PID         -  DG5774
 DG5774  STATE/COUNTY-  MN/AITKIN
 DG5774  COUNTRY     -  US
 DG5774  USGS QUAD   -  MINNEWAWA (1970)
 DG5774
 DG5774                         *CURRENT SURVEY CONTROL
 DG5774  ______________________________________________________________________
 DG5774* NAD 83(1986) POSITION- 46 39 13.1    (N) 093 19 02.2    (W)   HD_HELD2  
 DG5774* NAVD 88 ORTHO HEIGHT -   375.421  (meters)    1231.69  (feet) ADJUSTED  
 DG5774  ______________________________________________________________________
 DG5774  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DG5774  DYNAMIC HEIGHT  -        375.444 (meters)     1231.77  (feet) COMP
 DG5774  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DG5774
 DG5774  VERT ORDER      -  SECOND    CLASS I
 DG5774
 DG5774.The horizontal coordinates were established by autonomous hand held GPS
 DG5774.observations and have an estimated accuracy of +/- 10 meters.
 DG5774.
 DG5774.The orthometric height was determined by differential leveling and
 DG5774.adjusted in December 2004.
 DG5774
 DG5774.The dynamic height is computed by dividing the NAVD 88
 DG5774.geopotential number by the normal gravity value computed on the
 DG5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5774.degrees latitude (g = 980.6199 gals.).
 DG5774
 DG5774.The modeled gravity was interpolated from observed gravity values.
 DG5774
 DG5774;                    North         East    Units  Estimated Accuracy
 DG5774;SPC MN C     -   284,218.      871,390.      MT  (+/- 10 meters HH2 GPS)
 DG5774
 DG5774                          SUPERSEDED SURVEY CONTROL
 DG5774
 DG5774.No superseded survey control is available for this station.
 DG5774
 DG5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7572366724(NAD 83)
 DG5774
 DG5774_MARKER: DD = SURVEY DISK
 DG5774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5774_STAMPING: 0112 D 2000
 DG5774_MARK LOGO: MNDT  
 DG5774_PROJECTION: FLUSH
 DG5774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5774+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5774_ROD/PIPE-DEPTH:  7.6 meters
 DG5774
 DG5774  HISTORY     - Date     Condition        Report By
 DG5774  HISTORY     - 2000     MONUMENTED       MNDT
 DG5774
 DG5774                          STATION DESCRIPTION
 DG5774
 DG5774'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5774'THE MARK IS 3.0 MI (4.8 KM) NORTH OF MCGREGOR, 3.05 MI (4.91 KM) NORTH
 DG5774'ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65 MP
 DG5774'120.90, 47.5 FT (14.5 M) EAST OF TH 65, 19.0 FT (5.8 M) SOUTH OF ENT,
 DG5774'9.8 FT (3.0 M) SW OF GATE POST, 1.6 FT (0.5 M) WEST OF WIT POST,
 DG5774'MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5775 ***********************************************************************
 DG5775  DESIGNATION -  0112 E
 DG5775  PID         -  DG5775
 DG5775  STATE/COUNTY-  MN/AITKIN
 DG5775  COUNTRY     -  US
 DG5775  USGS QUAD   -  MINNEWAWA (1970)
 DG5775
 DG5775                         *CURRENT SURVEY CONTROL
 DG5775  ______________________________________________________________________
 DG5775* NAD 83(1986) POSITION- 46 39 59.2    (N) 093 19 07.9    (W)   HD_HELD2  
 DG5775* NAVD 88 ORTHO HEIGHT -   374.918  (meters)    1230.04  (feet) ADJUSTED  
 DG5775  ______________________________________________________________________
 DG5775  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DG5775  DYNAMIC HEIGHT  -        374.942 (meters)     1230.12  (feet) COMP
 DG5775  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DG5775
 DG5775  VERT ORDER      -  SECOND    CLASS I
 DG5775
 DG5775.The horizontal coordinates were established by autonomous hand held GPS
 DG5775.observations and have an estimated accuracy of +/- 10 meters.
 DG5775.
 DG5775.The orthometric height was determined by differential leveling and
 DG5775.adjusted in December 2004.
 DG5775
 DG5775.The dynamic height is computed by dividing the NAVD 88
 DG5775.geopotential number by the normal gravity value computed on the
 DG5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5775.degrees latitude (g = 980.6199 gals.).
 DG5775
 DG5775.The modeled gravity was interpolated from observed gravity values.
 DG5775
 DG5775;                    North         East    Units  Estimated Accuracy
 DG5775;SPC MN C     -   285,640.      871,252.      MT  (+/- 10 meters HH2 GPS)
 DG5775
 DG5775                          SUPERSEDED SURVEY CONTROL
 DG5775
 DG5775.No superseded survey control is available for this station.
 DG5775
 DG5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7560768147(NAD 83)
 DG5775
 DG5775_MARKER: DD = SURVEY DISK
 DG5775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5775_STAMPING: 0112 E 2000
 DG5775_MARK LOGO: MNDT  
 DG5775_PROJECTION: RECESSED 3 CENTIMETERS
 DG5775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5775+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5775_ROD/PIPE-DEPTH:  7.6 meters
 DG5775
 DG5775  HISTORY     - Date     Condition        Report By
 DG5775  HISTORY     - 2000     MONUMENTED       MNDT
 DG5775
 DG5775                          STATION DESCRIPTION
 DG5775
 DG5775'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5775'THE MARK IS 4.0 MI (6.4 KM) NORTH OF MCGREGOR, 4.15 MI (6.68 KM) NORTH
 DG5775'ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, TO TH 65 MP
 DG5775'121.70, THENCE 0.10 MI (0.16 KM) WEST ON CO RD 71, 31.0 FT (9.4 M)
 DG5775'SOUTH OF CO RD 71, 66.7 FT (20.3 M) NW OF NW COR OF METAL BRDG, 1.7 FT
 DG5775'(0.5 M) WEST OF WIT POST, SUITABLE FOR GPS, RECESSED 1 INCH, AND
 DG5775'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5777 ***********************************************************************
 DG5777  DESIGNATION -  0112 F
 DG5777  PID         -  DG5777
 DG5777  STATE/COUNTY-  MN/AITKIN
 DG5777  COUNTRY     -  US
 DG5777  USGS QUAD   -  MINNEWAWA (1970)
 DG5777
 DG5777                         *CURRENT SURVEY CONTROL
 DG5777  ______________________________________________________________________
 DG5777* NAD 83(1986) POSITION- 46 41 32.0    (N) 093 18 37.2    (W)   HD_HELD2  
 DG5777* NAVD 88 ORTHO HEIGHT -   375.314  (meters)    1231.34  (feet) ADJUSTED  
 DG5777  ______________________________________________________________________
 DG5777  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 DG5777  DYNAMIC HEIGHT  -        375.338 (meters)     1231.42  (feet) COMP
 DG5777  MODELED GRAVITY -    980,666.8   (mgal)                       NAVD 88
 DG5777
 DG5777  VERT ORDER      -  SECOND    CLASS I
 DG5777
 DG5777.The horizontal coordinates were established by autonomous hand held GPS
 DG5777.observations and have an estimated accuracy of +/- 10 meters.
 DG5777.
 DG5777.The orthometric height was determined by differential leveling and
 DG5777.adjusted in December 2004.
 DG5777
 DG5777.The dynamic height is computed by dividing the NAVD 88
 DG5777.geopotential number by the normal gravity value computed on the
 DG5777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5777.degrees latitude (g = 980.6199 gals.).
 DG5777
 DG5777.The modeled gravity was interpolated from observed gravity values.
 DG5777
 DG5777;                    North         East    Units  Estimated Accuracy
 DG5777;SPC MN C     -   288,513.      871,871.      MT  (+/- 10 meters HH2 GPS)
 DG5777
 DG5777                          SUPERSEDED SURVEY CONTROL
 DG5777
 DG5777.No superseded survey control is available for this station.
 DG5777
 DG5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7627171009(NAD 83)
 DG5777
 DG5777_MARKER: DD = SURVEY DISK
 DG5777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5777_STAMPING: 0112 F 2000
 DG5777_MARK LOGO: MNDT  
 DG5777_PROJECTION: FLUSH
 DG5777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5777+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5777_ROD/PIPE-DEPTH: 22.9 meters
 DG5777
 DG5777  HISTORY     - Date     Condition        Report By
 DG5777  HISTORY     - 2000     MONUMENTED       MNDT
 DG5777
 DG5777                          STATION DESCRIPTION
 DG5777
 DG5777'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5777'THE MARK IS 6.0 MI (9.7 KM) NORTH OF MCGREGOR, 5.75 MI (9.25 KM) NORTH
 DG5777'ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65 MP
 DG5777'123.60, 52 FT (15.8 M) EAST OF TH 65, 9.0 FT (2.7 M) NORTH OF ENT, 2.2
 DG5777'FT (0.7 M) SOUTH OF WIT POST, MAGNETIC, FLUSH, AND NOT SUITABLE FOR
 DG5777'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5780 ***********************************************************************
 DG5780  DESIGNATION -  0112 G
 DG5780  PID         -  DG5780
 DG5780  STATE/COUNTY-  MN/AITKIN
 DG5780  COUNTRY     -  US
 DG5780  USGS QUAD   -  MINNEWAWA (1970)
 DG5780
 DG5780                         *CURRENT SURVEY CONTROL
 DG5780  ______________________________________________________________________
 DG5780* NAD 83(1986) POSITION- 46 44 23.2    (N) 093 19 01.9    (W)   HD_HELD2  
 DG5780* NAVD 88 ORTHO HEIGHT -   379.631  (meters)    1245.51  (feet) ADJUSTED  
 DG5780  ______________________________________________________________________
 DG5780  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 DG5780  DYNAMIC HEIGHT  -        379.656 (meters)     1245.59  (feet) COMP
 DG5780  MODELED GRAVITY -    980,667.8   (mgal)                       NAVD 88
 DG5780
 DG5780  VERT ORDER      -  SECOND    CLASS I
 DG5780
 DG5780.The horizontal coordinates were established by autonomous hand held GPS
 DG5780.observations and have an estimated accuracy of +/- 10 meters.
 DG5780.
 DG5780.The orthometric height was determined by differential leveling and
 DG5780.adjusted in December 2004.
 DG5780
 DG5780.The dynamic height is computed by dividing the NAVD 88
 DG5780.geopotential number by the normal gravity value computed on the
 DG5780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5780.degrees latitude (g = 980.6199 gals.).
 DG5780
 DG5780.The modeled gravity was interpolated from observed gravity values.
 DG5780
 DG5780;                    North         East    Units  Estimated Accuracy
 DG5780;SPC MN C     -   293,793.      871,284.      MT  (+/- 10 meters HH2 GPS)
 DG5780
 DG5780                          SUPERSEDED SURVEY CONTROL
 DG5780
 DG5780.No superseded survey control is available for this station.
 DG5780
 DG5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7576876296(NAD 83)
 DG5780
 DG5780_MARKER: DD = SURVEY DISK
 DG5780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5780_STAMPING: 0112 G 2000
 DG5780_MARK LOGO: MNDT  
 DG5780_PROJECTION: FLUSH
 DG5780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5780+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5780_ROD/PIPE-DEPTH: 12.2 meters
 DG5780
 DG5780  HISTORY     - Date     Condition        Report By
 DG5780  HISTORY     - 2000     MONUMENTED       MNDT
 DG5780
 DG5780                          STATION DESCRIPTION
 DG5780
 DG5780'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5780'THE MARK IS 9.0 MI (14.5 KM) NORTH OF MCGREGOR, 9.35 MI (15.05 KM)
 DG5780'NORTH ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65
 DG5780'MP 127.2, 83.0 FT (25.3 M) NE OF TH 65, 41.0 FT (12.5 M) SE OF BRIDGE
 DG5780'ROAD, 1.8 FT (0.5 M) SE OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR
 DG5780'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5781 ***********************************************************************
 DG5781  DESIGNATION -  0112 H
 DG5781  PID         -  DG5781
 DG5781  STATE/COUNTY-  MN/AITKIN
 DG5781  COUNTRY     -  US
 DG5781  USGS QUAD   -  LIBBY (1980)
 DG5781
 DG5781                         *CURRENT SURVEY CONTROL
 DG5781  ______________________________________________________________________
 DG5781* NAD 83(1986) POSITION- 46 45 06.2    (N) 093 19 36.7    (W)   HD_HELD2  
 DG5781* NAVD 88 ORTHO HEIGHT -   379.457  (meters)    1244.94  (feet) ADJUSTED  
 DG5781  ______________________________________________________________________
 DG5781  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DG5781  DYNAMIC HEIGHT  -        379.482 (meters)     1245.02  (feet) COMP
 DG5781  MODELED GRAVITY -    980,667.9   (mgal)                       NAVD 88
 DG5781
 DG5781  VERT ORDER      -  SECOND    CLASS I
 DG5781
 DG5781.The horizontal coordinates were established by autonomous hand held GPS
 DG5781.observations and have an estimated accuracy of +/- 10 meters.
 DG5781.
 DG5781.The orthometric height was determined by differential leveling and
 DG5781.adjusted in December 2004.
 DG5781
 DG5781.The dynamic height is computed by dividing the NAVD 88
 DG5781.geopotential number by the normal gravity value computed on the
 DG5781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5781.degrees latitude (g = 980.6199 gals.).
 DG5781
 DG5781.The modeled gravity was interpolated from observed gravity values.
 DG5781
 DG5781;                    North         East    Units  Estimated Accuracy
 DG5781;SPC MN C     -   295,112.      870,530.      MT  (+/- 10 meters HH2 GPS)
 DG5781
 DG5781                          SUPERSEDED SURVEY CONTROL
 DG5781
 DG5781.No superseded survey control is available for this station.
 DG5781
 DG5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7503577626(NAD 83)
 DG5781
 DG5781_MARKER: DD = SURVEY DISK
 DG5781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5781_STAMPING: 0112 H 2000
 DG5781_MARK LOGO: MNDT  
 DG5781_PROJECTION: RECESSED 3 CENTIMETERS
 DG5781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5781+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5781_ROD/PIPE-DEPTH:  7.6 meters
 DG5781
 DG5781  HISTORY     - Date     Condition        Report By
 DG5781  HISTORY     - 2000     MONUMENTED       MNDT
 DG5781
 DG5781                          STATION DESCRIPTION
 DG5781
 DG5781'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5781'THE MARK IS 10.0 MI (16.1 KM) NORTH OF MCGREGOR, 10.35 MI (16.66 KM)
 DG5781'NORTH ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65
 DG5781'MP 128.2, 77.0 FT (23.5 M) WSW OF TH 65, 32.0 FT (9.8 M) NW OF CO RD
 DG5781'63, 1.8 FT (0.5 M) WSW OF WIT POST, MAGNETIC, RECESSED 1 INCH, AND
 DG5781'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5782 ***********************************************************************
 DG5782  DESIGNATION -  0112 J
 DG5782  PID         -  DG5782
 DG5782  STATE/COUNTY-  MN/AITKIN
 DG5782  COUNTRY     -  US
 DG5782  USGS QUAD   -  LIBBY (1980)
 DG5782
 DG5782                         *CURRENT SURVEY CONTROL
 DG5782  ______________________________________________________________________
 DG5782* NAD 83(1986) POSITION- 46 45 59.0    (N) 093 19 30.2    (W)   HD_HELD2  
 DG5782* NAVD 88 ORTHO HEIGHT -   373.929  (meters)    1226.80  (feet) ADJUSTED  
 DG5782  ______________________________________________________________________
 DG5782  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DG5782  DYNAMIC HEIGHT  -        373.954 (meters)     1226.88  (feet) COMP
 DG5782  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 DG5782
 DG5782  VERT ORDER      -  SECOND    CLASS I
 DG5782
 DG5782.The horizontal coordinates were established by autonomous hand held GPS
 DG5782.observations and have an estimated accuracy of +/- 10 meters.
 DG5782.
 DG5782.The orthometric height was determined by differential leveling and
 DG5782.adjusted in December 2004.
 DG5782
 DG5782.The dynamic height is computed by dividing the NAVD 88
 DG5782.geopotential number by the normal gravity value computed on the
 DG5782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5782.degrees latitude (g = 980.6199 gals.).
 DG5782
 DG5782.The modeled gravity was interpolated from observed gravity values.
 DG5782
 DG5782;                    North         East    Units  Estimated Accuracy
 DG5782;SPC MN C     -   296,743.      870,648.      MT  (+/- 10 meters HH2 GPS)
 DG5782
 DG5782                          SUPERSEDED SURVEY CONTROL
 DG5782
 DG5782.No superseded survey control is available for this station.
 DG5782
 DG5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7517979255(NAD 83)
 DG5782
 DG5782_MARKER: DD = SURVEY DISK
 DG5782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5782_STAMPING: 0112 J 2000
 DG5782_MARK LOGO: MNDT  
 DG5782_PROJECTION: RECESSED 3 CENTIMETERS
 DG5782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5782+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DG5782_ROD/PIPE-DEPTH: 21.3 meters
 DG5782
 DG5782  HISTORY     - Date     Condition        Report By
 DG5782  HISTORY     - 2000     MONUMENTED       MNDT
 DG5782  HISTORY     - 20101123 GOOD             INDIV
 DG5782  HISTORY     - 20101123 GOOD             AE
 DG5782
 DG5782                          STATION DESCRIPTION
 DG5782
 DG5782'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5782'THE MARK IS 11.0 MI (17.7 KM) NORTH OF MCGREGOR, 11.40 MI (18.35 KM)
 DG5782'NORTH ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65
 DG5782'MP 129.25, 64.0 FT (19.5 M) EAST OF TH 65, 54.0 FT (16.5 M) SSE OF TWP
 DG5782'RD 434, 22.2 FT (6.8 M) SSW OF P-POLE, 20.0 FT (6.1 M) SSW OF CABLE
 DG5782'MARKER, 3.1 FT (0.9 M) WEST OF WIT POST, MAGNETIC, RECESSED 1 INCH,
 DG5782'AND SUITABLE FOR GPS.
 DG5782
 DG5782                          STATION RECOVERY (2010)
 DG5782
 DG5782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DG5782'RECOVERED IN GOOD CONDITION.
 DG5782
 DG5782                          STATION RECOVERY (2010)
 DG5782
 DG5782'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2010 (NH)
 DG5782'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA
 DG5782'RECOVERY MARK IN GOOD CONDITION, AS DESCRIBED
 DG5782'RELEVELING RESULTS FROM 2010 COMPREHENSIVE EVALUATION OF PROJECT
 DG5782'DATUMS (CEPD) SURVEY
 DG5782' 
 DG5782'THE MARK IS THE PRIMARY PROJECT CONTROL POINT (PPCP) FOR BIG SANDY
 DG5782'LAKE DAM PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE
 DG5782'SDYM5.
 DG5782' 
 DG5782'THE MARK IS 22.70 FEET ABOVE ZERO GAGE REFERENCE POINT AT BIG SANDY
 DG5782'LAKE DAM.
 DG5782' 
 DG5782'THE MARK IS 0.69 FEET ABOVE NGVD29 AT BIG SANDY LAKE DAM.
 DG5782' 
 DG5782'THE MARK IS 0.11 FEET ABOVE SP UP SLD, AN  X  SCRIBED ON THE TOP OF A
 DG5782'SNUBBING POST LOCATED AT THE NORTHEAST UPSTREAM SIDE OF THE DAM, 1.5
 DG5782'MILES NORTH OF MARK.
 DG5782' 
 DG5782'THE MARK IS 0.00 FEET ABOVE TBM 1A, A SCRIBED  X  LOCATED ON TOP OF A
 DG5782'SNUBBING POST AT THE DOWNSTREAM RIGHT SIDE OF THE DAM, 1.5 MILES NORTH
 DG5782'OF MARK.
 DG5782' 
 DG5782'THE MARK IS 1.12 FEET ABOVE BM 652, A METAL DISK INSIDE AN 8 INCH PIPE
 DG5782'ON THE LAKE SIDE OF 531ST LANE, 1200 FEET SOUTH OF DAM, 1.3 MILES
 DG5782'NORTH OF MARK.
 DG5782' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5784 ***********************************************************************
 DG5784  DESIGNATION -  0112 K
 DG5784  PID         -  DG5784
 DG5784  STATE/COUNTY-  MN/AITKIN
 DG5784  COUNTRY     -  US
 DG5784  USGS QUAD   -  LIBBY (1980)
 DG5784
 DG5784                         *CURRENT SURVEY CONTROL
 DG5784  ______________________________________________________________________
 DG5784* NAD 83(1986) POSITION- 46 48 01.2    (N) 093 20 00.6    (W)   HD_HELD2  
 DG5784* NAVD 88 ORTHO HEIGHT -   372.435  (meters)    1221.90  (feet) ADJUSTED  
 DG5784  ______________________________________________________________________
 DG5784  GEOID HEIGHT    -        -28.53  (meters)                     GEOID09
 DG5784  DYNAMIC HEIGHT  -        372.460 (meters)     1221.98  (feet) COMP
 DG5784  MODELED GRAVITY -    980,668.4   (mgal)                       NAVD 88
 DG5784
 DG5784  VERT ORDER      -  SECOND    CLASS I
 DG5784
 DG5784.The horizontal coordinates were established by autonomous hand held GPS
 DG5784.observations and have an estimated accuracy of +/- 10 meters.
 DG5784.
 DG5784.The orthometric height was determined by differential leveling and
 DG5784.adjusted in December 2004.
 DG5784
 DG5784.The dynamic height is computed by dividing the NAVD 88
 DG5784.geopotential number by the normal gravity value computed on the
 DG5784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5784.degrees latitude (g = 980.6199 gals.).
 DG5784
 DG5784.The modeled gravity was interpolated from observed gravity values.
 DG5784
 DG5784;                    North         East    Units  Estimated Accuracy
 DG5784;SPC MN C     -   300,509.      869,960.      MT  (+/- 10 meters HH2 GPS)
 DG5784
 DG5784                          SUPERSEDED SURVEY CONTROL
 DG5784
 DG5784.No superseded survey control is available for this station.
 DG5784
 DG5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7455183030(NAD 83)
 DG5784
 DG5784_MARKER: DD = SURVEY DISK
 DG5784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5784_STAMPING: 0112 K 2000
 DG5784_MARK LOGO: MNDT  
 DG5784_PROJECTION: RECESSED 5 CENTIMETERS
 DG5784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5784+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5784_ROD/PIPE-DEPTH: 15.2 meters
 DG5784
 DG5784  HISTORY     - Date     Condition        Report By
 DG5784  HISTORY     - 2000     MONUMENTED       MNDT
 DG5784
 DG5784                          STATION DESCRIPTION
 DG5784
 DG5784'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5784'THE MARK IS 14.0 MI (22.5 KM) NORTH OF MCGREGOR, 13.85 MI (22.29 KM)
 DG5784'NORTH ALONG TH 65 FROM JCT OF TH 65 AND TH 210 IN MCGREGOR, AT TH 65
 DG5784'MP 131.70, 49 FT (14.9 M) WEST OF TH 65, 27.0 FT (8.2 M) NORTH ENT,
 DG5784'1.3 FT (0.4 M) SOUTH OF WIT POST, MAGNETIC, RECESSED 2 INCHES, AND NOT
 DG5784'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5786 ***********************************************************************
 DG5786  DESIGNATION -  0112 L
 DG5786  PID         -  DG5786
 DG5786  STATE/COUNTY-  MN/AITKIN
 DG5786  COUNTRY     -  US
 DG5786  USGS QUAD   -  LIBBY (1980)
 DG5786
 DG5786                         *CURRENT SURVEY CONTROL
 DG5786  ______________________________________________________________________
 DG5786* NAD 83(1986) POSITION- 46 49 06.6    (N) 093 20 12.2    (W)   HD_HELD2  
 DG5786* NAVD 88 ORTHO HEIGHT -   375.630  (meters)    1232.38  (feet) ADJUSTED  
 DG5786  ______________________________________________________________________
 DG5786  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 DG5786  DYNAMIC HEIGHT  -        375.655 (meters)     1232.46  (feet) COMP
 DG5786  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 DG5786
 DG5786  VERT ORDER      -  SECOND    CLASS I
 DG5786
 DG5786.The horizontal coordinates were established by autonomous hand held GPS
 DG5786.observations and have an estimated accuracy of +/- 10 meters.
 DG5786.
 DG5786.The orthometric height was determined by differential leveling and
 DG5786.adjusted in December 2004.
 DG5786
 DG5786.The dynamic height is computed by dividing the NAVD 88
 DG5786.geopotential number by the normal gravity value computed on the
 DG5786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5786.degrees latitude (g = 980.6199 gals.).
 DG5786
 DG5786.The modeled gravity was interpolated from observed gravity values.
 DG5786
 DG5786;                    North         East    Units  Estimated Accuracy
 DG5786;SPC MN C     -   302,525.      869,691.      MT  (+/- 10 meters HH2 GPS)
 DG5786
 DG5786                          SUPERSEDED SURVEY CONTROL
 DG5786
 DG5786.No superseded survey control is available for this station.
 DG5786
 DG5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7431385050(NAD 83)
 DG5786
 DG5786_MARKER: DD = SURVEY DISK
 DG5786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5786_STAMPING: 0112 L 2000
 DG5786_MARK LOGO: MNDT  
 DG5786_PROJECTION: RECESSED 3 CENTIMETERS
 DG5786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5786+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5786_ROD/PIPE-DEPTH: 15.2 meters
 DG5786
 DG5786  HISTORY     - Date     Condition        Report By
 DG5786  HISTORY     - 2000     MONUMENTED       MNDT
 DG5786
 DG5786                          STATION DESCRIPTION
 DG5786
 DG5786'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5786'THE MARK IS 14.0 MI (22.5 KM) SOUTH OF JACOBSON, 13.80 MI (22.21 KM)
 DG5786'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5786'MP 133.0, 53.0 FT (16.2 M) EAST OF TH 65, 16.0 FT (4.9 M) SOUTH OF
 DG5786'ENT, 1.4 FT (0.4 M) NORTH OF WIT POST, MAGNETIC, RECESSED 1 INCH, AND
 DG5786'NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5788 ***********************************************************************
 DG5788  DESIGNATION -  0112 M
 DG5788  PID         -  DG5788
 DG5788  STATE/COUNTY-  MN/AITKIN
 DG5788  COUNTRY     -  US
 DG5788  USGS QUAD   -  LIBBY (1980)
 DG5788
 DG5788                         *CURRENT SURVEY CONTROL
 DG5788  ______________________________________________________________________
 DG5788* NAD 83(1986) POSITION- 46 50 48.     (N) 093 20 17.     (W)   SCALED    
 DG5788* NAVD 88 ORTHO HEIGHT -   372.855  (meters)    1223.28  (feet) ADJUSTED  
 DG5788  ______________________________________________________________________
 DG5788  GEOID HEIGHT    -        -28.64  (meters)                     GEOID09
 DG5788  DYNAMIC HEIGHT  -        372.880 (meters)     1223.36  (feet) COMP
 DG5788  MODELED GRAVITY -    980,668.9   (mgal)                       NAVD 88
 DG5788
 DG5788  VERT ORDER      -  SECOND    CLASS I
 DG5788
 DG5788.The horizontal coordinates were scaled from a topographic map and have
 DG5788.an estimated accuracy of +/- 6 seconds.
 DG5788.
 DG5788.The orthometric height was determined by differential leveling and
 DG5788.adjusted in December 2004.
 DG5788
 DG5788.Photographs are available for this station.
 DG5788
 DG5788.The dynamic height is computed by dividing the NAVD 88
 DG5788.geopotential number by the normal gravity value computed on the
 DG5788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5788.degrees latitude (g = 980.6199 gals.).
 DG5788
 DG5788.The modeled gravity was interpolated from observed gravity values.
 DG5788
 DG5788;                    North         East    Units  Estimated Accuracy
 DG5788;SPC MN C     -   305,660.      869,550.      MT  (+/- 180 meters Scaled)
 DG5788
 DG5788                          SUPERSEDED SURVEY CONTROL
 DG5788
 DG5788.No superseded survey control is available for this station.
 DG5788
 DG5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM742881(NAD 83)
 DG5788
 DG5788_MARKER: DB = BENCH MARK DISK
 DG5788_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5788_SP_SET: BOX CULVERT
 DG5788_STAMPING: 0112 M 1952
 DG5788_MARK LOGO: MNDT  
 DG5788_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5788+STABILITY: SURFACE MOTION
 DG5788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5788+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5788
 DG5788  HISTORY     - Date     Condition        Report By
 DG5788  HISTORY     - 1952     MONUMENTED       MNDT
 DG5788  HISTORY     - 20000911 GOOD             MNDT
 DG5788
 DG5788                          STATION DESCRIPTION
 DG5788
 DG5788'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5788'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 11.85 MI (19.07
 DG5788'KM) SOUTH ALONG TH 65 FROM JCT TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5788'MP 134.95, 17.5 FT (5.3 M) EAST OF TH 65, IN SE COR OF TH 65 BOX
 DG5788'CULVERT, AND NOT SUITABLE FOR GPS.  THE MARK WAS PREVIOUSLY DESIGNATED
 DG5788'STA 959+85.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5789 ***********************************************************************
 DG5789  DESIGNATION -  0112 N
 DG5789  PID         -  DG5789
 DG5789  STATE/COUNTY-  MN/AITKIN
 DG5789  COUNTRY     -  US
 DG5789  USGS QUAD   -  LIBBY (1980)
 DG5789
 DG5789                         *CURRENT SURVEY CONTROL
 DG5789  ______________________________________________________________________
 DG5789* NAD 83(1986) POSITION- 46 51 41.3    (N) 093 20 29.7    (W)   HD_HELD2  
 DG5789* NAVD 88 ORTHO HEIGHT -   395.643  (meters)    1298.04  (feet) ADJUSTED  
 DG5789  ______________________________________________________________________
 DG5789  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DG5789  DYNAMIC HEIGHT  -        395.669 (meters)     1298.12  (feet) COMP
 DG5789  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 DG5789
 DG5789  VERT ORDER      -  SECOND    CLASS I
 DG5789
 DG5789.The horizontal coordinates were established by autonomous hand held GPS
 DG5789.observations and have an estimated accuracy of +/- 10 meters.
 DG5789.
 DG5789.The orthometric height was determined by differential leveling and
 DG5789.adjusted in December 2004.
 DG5789
 DG5789.The dynamic height is computed by dividing the NAVD 88
 DG5789.geopotential number by the normal gravity value computed on the
 DG5789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5789.degrees latitude (g = 980.6199 gals.).
 DG5789
 DG5789.The modeled gravity was interpolated from observed gravity values.
 DG5789
 DG5789;                    North         East    Units  Estimated Accuracy
 DG5789;SPC MN C     -   307,298.      869,265.      MT  (+/- 10 meters HH2 GPS)
 DG5789
 DG5789                          SUPERSEDED SURVEY CONTROL
 DG5789
 DG5789.No superseded survey control is available for this station.
 DG5789
 DG5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7396389826(NAD 83)
 DG5789
 DG5789_MARKER: DD = SURVEY DISK
 DG5789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5789_STAMPING: 0112 N 2000
 DG5789_MARK LOGO: MNDT  
 DG5789_PROJECTION: RECESSED 3 CENTIMETERS
 DG5789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5789+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5789_ROD/PIPE-DEPTH:  4.6 meters
 DG5789
 DG5789  HISTORY     - Date     Condition        Report By
 DG5789  HISTORY     - 2000     MONUMENTED       MNDT
 DG5789
 DG5789                          STATION DESCRIPTION
 DG5789
 DG5789'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5789'THE MARK IS 11.0 MI (17.7 KM) SOUTH OF JACOBSON, 10.75 MI (17.30 KM)
 DG5789'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5789'MP 136.05, 63 FT (19.2 M) EAST OF TH 65, 9.0 FT (2.7 M) NORTH OF ENT,
 DG5789'1.6 FT (0.5 M) SOUTH OF WIT POST, MAGNETIC, RECESSED 1 INCH, AND NOT
 DG5789'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5790 ***********************************************************************
 DG5790  DESIGNATION -  0112 P
 DG5790  PID         -  DG5790
 DG5790  STATE/COUNTY-  MN/AITKIN
 DG5790  COUNTRY     -  US
 DG5790  USGS QUAD   -  BALL BLUFF (1980)
 DG5790
 DG5790                         *CURRENT SURVEY CONTROL
 DG5790  ______________________________________________________________________
 DG5790* NAD 83(1986) POSITION- 46 52 49.3    (N) 093 20 28.6    (W)   HD_HELD2  
 DG5790* NAVD 88 ORTHO HEIGHT -   379.603  (meters)    1245.41  (feet) ADJUSTED  
 DG5790  ______________________________________________________________________
 DG5790  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DG5790  DYNAMIC HEIGHT  -        379.629 (meters)     1245.50  (feet) COMP
 DG5790  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DG5790
 DG5790  VERT ORDER      -  SECOND    CLASS I
 DG5790
 DG5790.The horizontal coordinates were established by autonomous hand held GPS
 DG5790.observations and have an estimated accuracy of +/- 10 meters.
 DG5790.
 DG5790.The orthometric height was determined by differential leveling and
 DG5790.adjusted in December 2004.
 DG5790
 DG5790.Photographs are available for this station.
 DG5790
 DG5790.The dynamic height is computed by dividing the NAVD 88
 DG5790.geopotential number by the normal gravity value computed on the
 DG5790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5790.degrees latitude (g = 980.6199 gals.).
 DG5790
 DG5790.The modeled gravity was interpolated from observed gravity values.
 DG5790
 DG5790;                    North         East    Units  Estimated Accuracy
 DG5790;SPC MN C     -   309,398.      869,264.      MT  (+/- 10 meters HH2 GPS)
 DG5790
 DG5790                          SUPERSEDED SURVEY CONTROL
 DG5790
 DG5790.No superseded survey control is available for this station.
 DG5790
 DG5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7399691925(NAD 83)
 DG5790
 DG5790_MARKER: DB = BENCH MARK DISK
 DG5790_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5790_SP_SET: BOX CULVERT
 DG5790_STAMPING: 0112 P 1952
 DG5790_MARK LOGO: MNHD  
 DG5790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5790+STABILITY: SURFACE MOTION
 DG5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5790+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DG5790
 DG5790  HISTORY     - Date     Condition        Report By
 DG5790  HISTORY     - 19520401 MONUMENTED       MNHD
 DG5790  HISTORY     - 20000911 GOOD             MNDT
 DG5790  HISTORY     - 20100823 GOOD             MNDT
 DG5790
 DG5790                          STATION DESCRIPTION
 DG5790
 DG5790'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5790'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.5 MI (13.7
 DG5790'KM) SOUTH ALONG TH 65 FROM JCT TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5790'MP 137.30, 23.5 FT (7.2 M) EAST OF TH 65, IN SE COR OF TH 65 BOX
 DG5790'CULVERT, AND NOT SUITABLE FOR GPS.  THE MARK WAS PREVIOUSLY DESIGNATED
 DG5790'STA 1086+83.
 DG5790
 DG5790                          STATION RECOVERY (2010)
 DG5790
 DG5790'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5790'THE MARK IS 9.5 MI (15.3 KM) SOUTH OF JACOBSON.
 DG5790' 
 DG5790'TO REACH THE MARK GO 9.8 MI (15.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 65
 DG5790'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN
 DG5790'JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 137.4.
 DG5790' 
 DG5790'IT IS IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT, AT TRUNK
 DG5790'HIGHWAY 65 STATION 1086+83.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5792 ***********************************************************************
 DG5792  DESIGNATION -  0112 Q
 DG5792  PID         -  DG5792
 DG5792  STATE/COUNTY-  MN/AITKIN
 DG5792  COUNTRY     -  US
 DG5792  USGS QUAD   -  BALL BLUFF (1980)
 DG5792
 DG5792                         *CURRENT SURVEY CONTROL
 DG5792  ______________________________________________________________________
 DG5792* NAD 83(1986) POSITION- 46 54 11.7    (N) 093 19 48.1    (W)   HD_HELD2  
 DG5792* NAVD 88 ORTHO HEIGHT -   381.404  (meters)    1251.32  (feet) ADJUSTED  
 DG5792  ______________________________________________________________________
 DG5792  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 DG5792  DYNAMIC HEIGHT  -        381.430 (meters)     1251.41  (feet) COMP
 DG5792  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DG5792
 DG5792  VERT ORDER      -  SECOND    CLASS I
 DG5792
 DG5792.The horizontal coordinates were established by autonomous hand held GPS
 DG5792.observations and have an estimated accuracy of +/- 10 meters.
 DG5792.
 DG5792.The orthometric height was determined by differential leveling and
 DG5792.adjusted in June 2012.
 DG5792
 DG5792.Photographs are available for this station.
 DG5792
 DG5792.The dynamic height is computed by dividing the NAVD 88
 DG5792.geopotential number by the normal gravity value computed on the
 DG5792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5792.degrees latitude (g = 980.6199 gals.).
 DG5792
 DG5792.The modeled gravity was interpolated from observed gravity values.
 DG5792
 DG5792;                    North         East    Units  Estimated Accuracy
 DG5792;SPC MN C     -   311,952.      870,092.      MT  (+/- 10 meters HH2 GPS)
 DG5792
 DG5792                          SUPERSEDED SURVEY CONTROL
 DG5792
 DG5792  NAVD 88 (12/15/04)  381.397  (m)         1251.30   (f) SUPERSEDED  2 1
 DG5792
 DG5792.Superseded values are not recommended for survey control.
 DG5792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5792.See file dsdata.txt to determine how the superseded data were derived.
 DG5792
 DG5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7486494465(NAD 83)
 DG5792
 DG5792_MARKER: DB = BENCH MARK DISK
 DG5792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5792_SP_SET: BOX CULVERT
 DG5792_STAMPING: 0112 Q 1952
 DG5792_MARK LOGO: MNHD  
 DG5792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5792+STABILITY: SURFACE MOTION
 DG5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5792+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DG5792
 DG5792  HISTORY     - Date     Condition        Report By
 DG5792  HISTORY     - 19520401 MONUMENTED       MNHD
 DG5792  HISTORY     - 20000911 GOOD             MNDT
 DG5792  HISTORY     - 20100823 GOOD             MNDT
 DG5792
 DG5792                          STATION DESCRIPTION
 DG5792
 DG5792'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5792'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7.75 MI (12.47
 DG5792'KM) SOUTH ALONG TH 65 FROM JCT TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5792'MP 139.05, 25 FT (7.6 M) EAST TH 65, IN SE COR OF TH 65 BOX CULVERT,
 DG5792'AND NOT SUITABLE FOR GPS.  THE MARK WAS PREVIOUSLY DESIGNATED STA
 DG5792'1174+35.
 DG5792
 DG5792                          STATION RECOVERY (2010)
 DG5792
 DG5792'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5792'THE MARK IS 8.5 MI (13.7 KM) SOUTH OF JACOBSON.
 DG5792' 
 DG5792'TO REACH THE MARK GO 7.65 MI (12.3 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DG5792'65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN
 DG5792'JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 139.15.
 DG5792' 
 DG5792'IT IS IN SOUTHEAST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT, AT TRUNK
 DG5792'HIGHWAY 65 STATION 1174+35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4804 ***********************************************************************
 DN4804  DESIGNATION -  0112 R RESET
 DN4804  PID         -  DN4804
 DN4804  STATE/COUNTY-  MN/AITKIN
 DN4804  COUNTRY     -  US
 DN4804  USGS QUAD   -  BALL BLUFF (1980)
 DN4804
 DN4804                         *CURRENT SURVEY CONTROL
 DN4804  ______________________________________________________________________
 DN4804* NAD 83(1986) POSITION- 46 53 26.7    (N) 093 20 12.9    (W)   HD_HELD2  
 DN4804* NAVD 88 ORTHO HEIGHT -   381.411  (meters)    1251.35  (feet) ADJUSTED  
 DN4804  ______________________________________________________________________
 DN4804  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 DN4804  DYNAMIC HEIGHT  -        381.436 (meters)     1251.43  (feet) COMP
 DN4804  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DN4804
 DN4804  VERT ORDER      -  SECOND    CLASS I
 DN4804
 DN4804.The horizontal coordinates were established by autonomous hand held GPS
 DN4804.observations and have an estimated accuracy of +/- 10 meters.
 DN4804.
 DN4804.The orthometric height was determined by differential leveling and
 DN4804.adjusted in June 2012.
 DN4804
 DN4804.The dynamic height is computed by dividing the NAVD 88
 DN4804.geopotential number by the normal gravity value computed on the
 DN4804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4804.degrees latitude (g = 980.6199 gals.).
 DN4804
 DN4804.The modeled gravity was interpolated from observed gravity values.
 DN4804
 DN4804;                    North         East    Units  Estimated Accuracy
 DN4804;SPC MN C     -   310,556.      869,583.      MT  (+/- 10 meters HH2 GPS)
 DN4804
 DN4804                          SUPERSEDED SURVEY CONTROL
 DN4804
 DN4804.No superseded survey control is available for this station.
 DN4804
 DN4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7433393078(NAD 83)
 DN4804
 DN4804_MARKER: I = METAL ROD
 DN4804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4804_STAMPING: 0112 R RESET 2010
 DN4804_MARK LOGO: MNDT  
 DN4804_PROJECTION: RECESSED 10 CENTIMETERS
 DN4804_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4804+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DN4804_ROD/PIPE-DEPTH:  9.1 meters
 DN4804
 DN4804  HISTORY     - Date     Condition        Report By
 DN4804  HISTORY     - 20100823 MONUMENTED       MNDT
 DN4804
 DN4804                          STATION DESCRIPTION
 DN4804
 DN4804'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN4804'THE MARK IS 9.0 MI (14.5 KM) SOUTH OF JACOBSON.
 DN4804' 
 DN4804'TO REACH THE MARK AT TRUNK HIGHWAY 65 MILE POINT 138.15, 8.65 MI (13.9
 DN4804'KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65
 DN4804'AND TRUNK HIGHWAY 200 IN JACOBSON.
 DN4804' 
 DN4804'IT IS 64.5 FT (19.7 M) EAST OF TRUNK HIGHWAY 65, 10.0 FT (3.0 M) SOUTH
 DN4804'OF ENTRANCE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DN4804' 
 DN4804'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4804'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4804'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4804'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5793 ***********************************************************************
 DG5793  DESIGNATION -  0112 S
 DG5793  PID         -  DG5793
 DG5793  STATE/COUNTY-  MN/AITKIN
 DG5793  COUNTRY     -  US
 DG5793  USGS QUAD   -  BALL BLUFF (1980)
 DG5793
 DG5793                         *CURRENT SURVEY CONTROL
 DG5793  ______________________________________________________________________
 DG5793* NAD 83(1986) POSITION- 46 54 44.7    (N) 093 19 01.8    (W)   HD_HELD2  
 DG5793* NAVD 88 ORTHO HEIGHT -   382.624  (meters)    1255.33  (feet) ADJUSTED  
 DG5793  ______________________________________________________________________
 DG5793  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 DG5793  DYNAMIC HEIGHT  -        382.650 (meters)     1255.41  (feet) COMP
 DG5793  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DG5793
 DG5793  VERT ORDER      -  SECOND    CLASS I
 DG5793
 DG5793.The horizontal coordinates were established by autonomous hand held GPS
 DG5793.observations and have an estimated accuracy of +/- 10 meters.
 DG5793.
 DG5793.The orthometric height was determined by differential leveling and
 DG5793.adjusted in December 2004.
 DG5793
 DG5793.Photographs are available for this station.
 DG5793
 DG5793.The dynamic height is computed by dividing the NAVD 88
 DG5793.geopotential number by the normal gravity value computed on the
 DG5793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5793.degrees latitude (g = 980.6199 gals.).
 DG5793
 DG5793.The modeled gravity was interpolated from observed gravity values.
 DG5793
 DG5793;                    North         East    Units  Estimated Accuracy
 DG5793;SPC MN C     -   312,982.      871,060.      MT  (+/- 10 meters HH2 GPS)
 DG5793
 DG5793                          SUPERSEDED SURVEY CONTROL
 DG5793
 DG5793.No superseded survey control is available for this station.
 DG5793
 DG5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7584795480(NAD 83)
 DG5793
 DG5793_MARKER: DD = SURVEY DISK
 DG5793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5793_STAMPING: 0112 S 2000
 DG5793_MARK LOGO: MNDT  
 DG5793_PROJECTION: RECESSED 3 CENTIMETERS
 DG5793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5793+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2010
 DG5793_ROD/PIPE-DEPTH:  7.6 meters
 DG5793
 DG5793  HISTORY     - Date     Condition        Report By
 DG5793  HISTORY     - 2000     MONUMENTED       MNDT
 DG5793  HISTORY     - 20100823 GOOD             MNDT
 DG5793
 DG5793                          STATION DESCRIPTION
 DG5793
 DG5793'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5793'THE MARK IS 7.0 MI (11.3 KM) SOUTH OF JACOBSON, 6.9 MI (11.1 KM) SOUTH
 DG5793'ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65 MP
 DG5793'139.9, 65.5 FT (20.0 M) NW OF TH 65, 13.0 FT (4.0 M) NORTH OF RD, 1.6
 DG5793'FT (0.5 M) EAST OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
 DG5793
 DG5793                          STATION RECOVERY (2010)
 DG5793
 DG5793'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5793'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5794 ***********************************************************************
 DG5794  DESIGNATION -  0112 T
 DG5794  PID         -  DG5794
 DG5794  STATE/COUNTY-  MN/AITKIN
 DG5794  COUNTRY     -  US
 DG5794  USGS QUAD   -  BALL BLUFF (1980)
 DG5794
 DG5794                         *CURRENT SURVEY CONTROL
 DG5794  ______________________________________________________________________
 DG5794* NAD 83(1986) POSITION- 46 55 05.6    (N) 093 18 32.9    (W)   HD_HELD2  
 DG5794* NAVD 88 ORTHO HEIGHT -   382.888  (meters)    1256.19  (feet) ADJUSTED  
 DG5794  ______________________________________________________________________
 DG5794  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 DG5794  DYNAMIC HEIGHT  -        382.914 (meters)     1256.28  (feet) COMP
 DG5794  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DG5794
 DG5794  VERT ORDER      -  SECOND    CLASS I
 DG5794
 DG5794.The horizontal coordinates were established by autonomous hand held GPS
 DG5794.observations and have an estimated accuracy of +/- 10 meters.
 DG5794.
 DG5794.The orthometric height was determined by differential leveling and
 DG5794.adjusted in December 2004.
 DG5794
 DG5794.Photographs are available for this station.
 DG5794
 DG5794.The dynamic height is computed by dividing the NAVD 88
 DG5794.geopotential number by the normal gravity value computed on the
 DG5794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5794.degrees latitude (g = 980.6199 gals.).
 DG5794
 DG5794.The modeled gravity was interpolated from observed gravity values.
 DG5794
 DG5794;                    North         East    Units  Estimated Accuracy
 DG5794;SPC MN C     -   313,635.      871,664.      MT  (+/- 10 meters HH2 GPS)
 DG5794
 DG5794                          SUPERSEDED SURVEY CONTROL
 DG5794
 DG5794.No superseded survey control is available for this station.
 DG5794
 DG5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7646196122(NAD 83)
 DG5794
 DG5794_MARKER: DD = SURVEY DISK
 DG5794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5794_STAMPING: 0112 T 2000
 DG5794_MARK LOGO: MNDT  
 DG5794_PROJECTION: FLUSH
 DG5794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5794+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2010
 DG5794_ROD/PIPE-DEPTH:  7.6 meters
 DG5794
 DG5794  HISTORY     - Date     Condition        Report By
 DG5794  HISTORY     - 2000     MONUMENTED       MNDT
 DG5794  HISTORY     - 20100824 GOOD             MNDT
 DG5794
 DG5794                          STATION DESCRIPTION
 DG5794
 DG5794'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5794'THE MARK IS 6.5 MI (10.5 KM) SOUTH OF JACOBSON, 6.40 MI (10.30 KM)
 DG5794'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5794'MP 140.45, 78.0 FT (23.8 M) NW OF TH 65, 17.0 FT (5.2 M) WEST OF RD,
 DG5794'2.1 FT (0.6 M) NORTH OF WIT POST, MAGNETIC, FLUSH, AND NOT SUITABLE
 DG5794'FOR GPS.
 DG5794
 DG5794                          STATION RECOVERY (2010)
 DG5794
 DG5794'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DG5794'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5795 ***********************************************************************
 DG5795  DESIGNATION -  0112 U
 DG5795  PID         -  DG5795
 DG5795  STATE/COUNTY-  MN/AITKIN
 DG5795  COUNTRY     -  US
 DG5795  USGS QUAD   -  BALL BLUFF (1980)
 DG5795
 DG5795                         *CURRENT SURVEY CONTROL
 DG5795  ______________________________________________________________________
 DG5795* NAD 83(2007) POSITION- 46 56 25.76762(N) 093 17 01.98110(W)   ADJUSTED  
 DG5795* NAD 83(2007) ELLIP HT-   354.874 (meters)        (06/13/11)   ADJUSTED
 DG5795* NAD 83(2007) EPOCH   -  2002.00
 DG5795* NAVD 88 ORTHO HEIGHT -   383.811  (meters)    1259.22  (feet) ADJUSTED  
 DG5795  ______________________________________________________________________
 DG5795  NAD 83(2007) X  -   -249,913.232 (meters)                     COMP
 DG5795  NAD 83(2007) Y  - -4,355,602.227 (meters)                     COMP
 DG5795  NAD 83(2007) Z  -  4,637,509.715 (meters)                     COMP
 DG5795  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC09
 DG5795  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 DG5795  DYNAMIC HEIGHT  -        383.837 (meters)     1259.31  (feet) COMP
 DG5795  MODELED GRAVITY -    980,670.8   (mgal)                       NAVD 88
 DG5795
 DG5795  HORZ ORDER      -  FIRST
 DG5795  VERT ORDER      -  SECOND    CLASS I
 DG5795  ELLP ORDER      -  FOURTH    CLASS I
 DG5795
 DG5795.The horizontal coordinates were established by GPS observations
 DG5795.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DG5795
 DG5795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5795.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5795
 DG5795.The horizontal coordinates are valid at the epoch date displayed above
 DG5795.which is a decimal equivalence of Year/Month/Day.
 DG5795
 DG5795.The orthometric height was determined by differential leveling and
 DG5795.adjusted in December 2004.
 DG5795
 DG5795.Photographs are available for this station.
 DG5795
 DG5795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5795
 DG5795.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5795
 DG5795.The ellipsoidal height was determined by GPS observations
 DG5795.and is referenced to NAD 83.
 DG5795
 DG5795.The dynamic height is computed by dividing the NAVD 88
 DG5795.geopotential number by the normal gravity value computed on the
 DG5795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5795.degrees latitude (g = 980.6199 gals.).
 DG5795
 DG5795.The modeled gravity was interpolated from observed gravity values.
 DG5795
 DG5795. The following values were computed from the NAD 83(2007) position.
 DG5795
 DG5795;                    North         East     Units Scale Factor Converg.
 DG5795;SPC MN C     -   316,133.352   873,557.040   MT  0.99997791   +0 41 56.0
 DG5795;SPC MN C     - 1,037,180.84  2,865,995.06   sFT  0.99997791   +0 41 56.0
 DG5795;UTM  15      - 5,198,590.235   478,393.637   MT  0.99960574   -0 12 26.7
 DG5795
 DG5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5795!SPC MN C     -   0.99994438  x   0.99997791  =   0.99992229
 DG5795!UTM  15      -   0.99994438  x   0.99960574  =   0.99955014
 DG5795
 DG5795                          SUPERSEDED SURVEY CONTROL
 DG5795
 DG5795  NAVD 88 (06/13/11)  383.81   (m)         1259.2    (f) LEVELING    3  
 DG5795
 DG5795.Superseded values are not recommended for survey control.
 DG5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5795.See file dsdata.txt to determine how the superseded data were derived.
 DG5795
 DG5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7839398590(NAD 83)
 DG5795
 DG5795_MARKER: DD = SURVEY DISK
 DG5795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5795_STAMPING: 0112 U 2000
 DG5795_MARK LOGO: MNDT  
 DG5795_PROJECTION: FLUSH
 DG5795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5795+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DG5795_ROD/PIPE-DEPTH:  7.6 meters
 DG5795
 DG5795  HISTORY     - Date     Condition        Report By
 DG5795  HISTORY     - 20000911 MONUMENTED       MNDT
 DG5795  HISTORY     - 20091104 GOOD             MNDT
 DG5795
 DG5795                          STATION DESCRIPTION
 DG5795
 DG5795'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5795'THE MARK IS 4.50 MI (7.24 KM) SOUTH OF JACOBSON, 4.40 MI (7.08 KM)
 DG5795'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 IN JACOBSON, AT TH 65
 DG5795'MP 142.40, 60.5 FT (18.4 M) NW OF TH 65, 17.0 FT (5.2 M) SOUTH OF
 DG5795'TOWNLINE RD, 47.5 SOUTH OF CABLE MARKER, 1.6 FT (0.5 M) NE OF WIT
 DG5795'POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
 DG5795
 DG5795                          STATION RECOVERY (2009)
 DG5795
 DG5795'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG5795'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG5795'THE MARK IS 4.5 MILES SOUTH OF JACOBSON, 4.4 MILES SOUTH ALONG TRUNK
 DG5795'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN
 DG5795'JACOBSON, AT TRUNK HIGHWAY 65 MILEPOINT 142.40, 60.5 FEET NORTHWEST OF
 DG5795'TRUNK HIGHWAY 65, 47.5 FEET SOUTH OF CABLE MARKER, 17.0 FEET SOUTH OF
 DG5795'TOWNLINE ROAD, 1.6 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4803 ***********************************************************************
 DN4803  DESIGNATION -  0112 V RESET
 DN4803  PID         -  DN4803
 DN4803  STATE/COUNTY-  MN/AITKIN
 DN4803  COUNTRY     -  US
 DN4803  USGS QUAD   -  BALL BLUFF (1980)
 DN4803
 DN4803                         *CURRENT SURVEY CONTROL
 DN4803  ______________________________________________________________________
 DN4803* NAD 83(1986) POSITION- 46 57 16.7    (N) 093 16 26.2    (W)   HD_HELD2  
 DN4803* NAVD 88 ORTHO HEIGHT -   379.553  (meters)    1245.25  (feet) ADJUSTED  
 DN4803  ______________________________________________________________________
 DN4803  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 DN4803  DYNAMIC HEIGHT  -        379.579 (meters)     1245.34  (feet) COMP
 DN4803  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DN4803
 DN4803  VERT ORDER      -  SECOND    CLASS I
 DN4803
 DN4803.The horizontal coordinates were established by autonomous hand held GPS
 DN4803.observations and have an estimated accuracy of +/- 10 meters.
 DN4803.
 DN4803.The orthometric height was determined by differential leveling and
 DN4803.adjusted in June 2012.
 DN4803
 DN4803.The dynamic height is computed by dividing the NAVD 88
 DN4803.geopotential number by the normal gravity value computed on the
 DN4803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4803.degrees latitude (g = 980.6199 gals.).
 DN4803
 DN4803.The modeled gravity was interpolated from observed gravity values.
 DN4803
 DN4803;                    North         East    Units  Estimated Accuracy
 DN4803;SPC MN C     -   317,715.      874,294.      MT  (+/- 10 meters HH2 GPS)
 DN4803
 DN4803                          SUPERSEDED SURVEY CONTROL
 DN4803
 DN4803.No superseded survey control is available for this station.
 DN4803
 DN4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7915500159(NAD 83)
 DN4803
 DN4803_MARKER: I = METAL ROD
 DN4803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4803_STAMPING: 0112 V RESET 2009
 DN4803_MARK LOGO: MNDT  
 DN4803_PROJECTION: RECESSED 10 CENTIMETERS
 DN4803_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4803+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN4803_ROD/PIPE-DEPTH:  7.6 meters
 DN4803
 DN4803  HISTORY     - Date     Condition        Report By
 DN4803  HISTORY     - 20091104 MONUMENTED       MNDT
 DN4803
 DN4803                          STATION DESCRIPTION
 DN4803
 DN4803'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4803'THE MARK IS 3.0 MI (4.8 KM) SOUTH OF JACOBSON.
 DN4803' 
 DN4803'TO REACH THE MARK GO 3.2 MI (5.1 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DN4803'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 IN JACOBSON, AT
 DN4803'TRUNK HIGHWAY 65 MILE POINT 143.60.
 DN4803' 
 DN4803'IT IS 65.0 FT (19.8 M) WEST OF TRUNK HIGHWAY 65, 37 FT (11.3 M) NORTH
 DN4803'OF ROAD, 17.1 FT (5.2 M) NORTH-NORTHWEST OF CABLE MARKER, 1.6 FT (0.5
 DN4803'M) NORTH OF A WITNESS POST.
 DN4803' 
 DN4803'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4803'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4803'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4803'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ6762 ***********************************************************************
 DJ6762  DESIGNATION -  0112 W RESET
 DJ6762  PID         -  DJ6762
 DJ6762  STATE/COUNTY-  MN/AITKIN
 DJ6762  COUNTRY     -  US
 DJ6762  USGS QUAD   -  BALL BLUFF (1980)
 DJ6762
 DJ6762                         *CURRENT SURVEY CONTROL
 DJ6762  ______________________________________________________________________
 DJ6762* NAD 83(1986) POSITION- 46 58 08.4    (N) 093 16 26.0    (W)   HD_HELD2  
 DJ6762* NAVD 88 ORTHO HEIGHT -   378.014  (meters)    1240.20  (feet) ADJUSTED  
 DJ6762  ______________________________________________________________________
 DJ6762  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 DJ6762  DYNAMIC HEIGHT  -        378.040 (meters)     1240.29  (feet) COMP
 DJ6762  MODELED GRAVITY -    980,671.4   (mgal)                       NAVD 88
 DJ6762
 DJ6762  VERT ORDER      -  SECOND    CLASS I
 DJ6762
 DJ6762.The horizontal coordinates were established by autonomous hand held GPS
 DJ6762.observations and have an estimated accuracy of +/- 10 meters.
 DJ6762.
 DJ6762.The orthometric height was determined by differential leveling and
 DJ6762.adjusted in January 2008.
 DJ6762
 DJ6762.Photographs are available for this station.
 DJ6762
 DJ6762.The dynamic height is computed by dividing the NAVD 88
 DJ6762.geopotential number by the normal gravity value computed on the
 DJ6762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ6762.degrees latitude (g = 980.6199 gals.).
 DJ6762
 DJ6762.The modeled gravity was interpolated from observed gravity values.
 DJ6762
 DJ6762;                    North         East    Units  Estimated Accuracy
 DJ6762;SPC MN C     -   319,312.      874,279.      MT  (+/- 10 meters HH2 GPS)
 DJ6762
 DJ6762                          SUPERSEDED SURVEY CONTROL
 DJ6762
 DJ6762.No superseded survey control is available for this station.
 DJ6762
 DJ6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7916501755(NAD 83)
 DJ6762
 DJ6762_MARKER: DD = SURVEY DISK
 DJ6762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ6762_STAMPING: 0112 W RESET 2006
 DJ6762_MARK LOGO: MNDT  
 DJ6762_PROJECTION: FLUSH
 DJ6762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ6762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ6762+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 DJ6762_ROD/PIPE-DEPTH:  6.1 meters
 DJ6762
 DJ6762  HISTORY     - Date     Condition        Report By
 DJ6762  HISTORY     - 20060615 MONUMENTED       MNDT
 DJ6762
 DJ6762                          STATION DESCRIPTION
 DJ6762
 DJ6762'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ6762'THE MARK IS LOCATED IN THE NORTHEAST PORTION OF AIKIN COUNTY, 2.0 MI
 DJ6762'(3.2 KM) SOUTH OF THE TOWN JACOBSON IN THE STATE OF MINNESOTA.
 DJ6762' 
 DJ6762'TO REACH GO 2.3 MI (3.7 KM) SOUTH FROM THE JUNCTION OF TRUNK HIGHWAY
 DJ6762'200 AND 65, THENCE SOUTH ALONG TRUNK HIGHWAY 65 TO MILE POINT 144.50.
 DJ6762' 
 DJ6762'FROM MILE POINT 144.50 GO 116.0 FT (35.4 M) WEST OF TRUNK HIGHWAY 65,
 DJ6762'23.0 FT (7.0 M) NORTH OF ROAD, 48.0 FT (14.6 M) WEST OF POLE, 46.0 FT
 DJ6762'(14.0 M) WEST-SOUTHWEST OF CABLE MARKER, 1.8 FT (0.5 M) WEST OF A
 DJ6762'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4802 ***********************************************************************
 DN4802  DESIGNATION -  0112 W RESET 2
 DN4802  PID         -  DN4802
 DN4802  STATE/COUNTY-  MN/AITKIN
 DN4802  COUNTRY     -  US
 DN4802  USGS QUAD   -  BALL BLUFF (1980)
 DN4802
 DN4802                         *CURRENT SURVEY CONTROL
 DN4802  ______________________________________________________________________
 DN4802* NAD 83(1986) POSITION- 46 58 08.4    (N) 093 16 26.0    (W)   HD_HELD2  
 DN4802* NAVD 88 ORTHO HEIGHT -   377.973  (meters)    1240.07  (feet) ADJUSTED  
 DN4802  ______________________________________________________________________
 DN4802  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 DN4802  DYNAMIC HEIGHT  -        377.999 (meters)     1240.15  (feet) COMP
 DN4802  MODELED GRAVITY -    980,671.4   (mgal)                       NAVD 88
 DN4802
 DN4802  VERT ORDER      -  SECOND    CLASS I
 DN4802
 DN4802.The horizontal coordinates were established by autonomous hand held GPS
 DN4802.observations and have an estimated accuracy of +/- 10 meters.
 DN4802.
 DN4802.The orthometric height was determined by differential leveling and
 DN4802.adjusted in June 2012.
 DN4802
 DN4802.The dynamic height is computed by dividing the NAVD 88
 DN4802.geopotential number by the normal gravity value computed on the
 DN4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4802.degrees latitude (g = 980.6199 gals.).
 DN4802
 DN4802.The modeled gravity was interpolated from observed gravity values.
 DN4802
 DN4802;                    North         East    Units  Estimated Accuracy
 DN4802;SPC MN C     -   319,312.      874,279.      MT  (+/- 10 meters HH2 GPS)
 DN4802
 DN4802                          SUPERSEDED SURVEY CONTROL
 DN4802
 DN4802.No superseded survey control is available for this station.
 DN4802
 DN4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7916501755(NAD 83)
 DN4802
 DN4802_MARKER: I = METAL ROD
 DN4802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4802_STAMPING: 0112 W RESET 2 2009
 DN4802_MARK LOGO: MNDT  
 DN4802_PROJECTION: FLUSH
 DN4802_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4802+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2009
 DN4802_ROD/PIPE-DEPTH:  5.5 meters
 DN4802
 DN4802  HISTORY     - Date     Condition        Report By
 DN4802  HISTORY     - 20091027 MONUMENTED       MNDT
 DN4802
 DN4802                          STATION DESCRIPTION
 DN4802
 DN4802'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4802'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF JACOBSON.
 DN4802' 
 DN4802'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DN4802'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 TO THE WEST AT
 DN4802'JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 144.50.
 DN4802' 
 DN4802'IT IS 116.0 FT (35.4 M) WEST OF TRUNK HIGHWAY 65, 48.0 FT (14.6 M)
 DN4802'WEST OF POLE, 46.0 FT (14.0 M) WEST-SOUTHWEST OF CABLE MARKER, 23.0 FT
 DN4802'(7.0 M) NORTH OF 660TH ROAD, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
 DN4802' 
 DN4802'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4802'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4802'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4802'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5798 ***********************************************************************
 DG5798  DESIGNATION -  0112 X
 DG5798  PID         -  DG5798
 DG5798  STATE/COUNTY-  MN/AITKIN
 DG5798  COUNTRY     -  US
 DG5798  USGS QUAD   -  BALL BLUFF (1980)
 DG5798
 DG5798                         *CURRENT SURVEY CONTROL
 DG5798  ______________________________________________________________________
 DG5798* NAD 83(1986) POSITION- 46 58 49.     (N) 093 16 25.     (W)   SCALED    
 DG5798* NAVD 88 ORTHO HEIGHT -   378.405  (meters)    1241.48  (feet) ADJUSTED  
 DG5798  ______________________________________________________________________
 DG5798  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DG5798  DYNAMIC HEIGHT  -        378.431 (meters)     1241.57  (feet) COMP
 DG5798  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DG5798
 DG5798  VERT ORDER      -  SECOND    CLASS I
 DG5798
 DG5798.The horizontal coordinates were scaled from a topographic map and have
 DG5798.an estimated accuracy of +/- 6 seconds.
 DG5798.
 DG5798.The orthometric height was determined by differential leveling and
 DG5798.adjusted in December 2004.
 DG5798
 DG5798.The dynamic height is computed by dividing the NAVD 88
 DG5798.geopotential number by the normal gravity value computed on the
 DG5798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5798.degrees latitude (g = 980.6199 gals.).
 DG5798
 DG5798.The modeled gravity was interpolated from observed gravity values.
 DG5798
 DG5798;                    North         East    Units  Estimated Accuracy
 DG5798;SPC MN C     -   320,570.      874,290.      MT  (+/- 180 meters Scaled)
 DG5798
 DG5798                          SUPERSEDED SURVEY CONTROL
 DG5798
 DG5798.No superseded survey control is available for this station.
 DG5798
 DG5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN791030(NAD 83)
 DG5798
 DG5798_MARKER: DD = SURVEY DISK
 DG5798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5798_STAMPING: 0112 X 2000
 DG5798_MARK LOGO: MNDT  
 DG5798_PROJECTION: FLUSH
 DG5798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5798+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 DG5798_ROD/PIPE-DEPTH:  4.6 meters
 DG5798
 DG5798  HISTORY     - Date     Condition        Report By
 DG5798  HISTORY     - 2000     MONUMENTED       MNDT
 DG5798  HISTORY     - 20060615 GOOD             MNDT
 DG5798
 DG5798                          STATION DESCRIPTION
 DG5798
 DG5798'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5798'THE MARK IS 1.50 MI (2.41 KM) SOUTH OF JACOBSON, 1.50 MI (2.41 KM)
 DG5798'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 (TO THE WEST) AT
 DG5798'JACOBSON, AT TH 65 MP 145.30, 82.0 FT (25.0 M) WEST OF TH 65, 27.0 FT
 DG5798'(8.2 M) NORTH OF RD, 17.0 FT (5.2 M) SOUTH OF EAST LEG OF SIGN, 50.8
 DG5798'FT (15.5 M) NORTH OF P-POLE, 1.6 FT (0.5 M) WEST OF WIT POST,
 DG5798'MAGNETIC, FLUSH, AND NOT SUITABLE FOR GPS.
 DG5798
 DG5798                          STATION RECOVERY (2006)
 DG5798
 DG5798'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 DG5798'THE MARK IS LOCATED IN THE NORTHEAST PORTION OF AIKIN COUNTY, SOUTH OF
 DG5798'THE TOWN JACOBSON IN THE STATE OF MINNESOTA.
 DG5798' 
 DG5798'TO REACH GO 1.50 MI (2.4 KM) SOUTH OF JACOBSON SOUTH ALONG TRUNK
 DG5798'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DG5798'200.
 DG5798' 
 DG5798'AT TRUNK HIGHWAY 65 MILE POINT 145.30 GO 82.0 FT (25.0 M) WEST OF
 DG5798'TRUNK HIGHWAY 65, 27.0 FT (8.2 M) NORTH OF A ROAD, 17.0 FT (5.2 M)
 DG5798'SOUTH OF THE EAST LEG OF A SIGN, 50.8 FT (15.5 M) NORTH OF A POWER
 DG5798'POLE AND 1.6 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4801 ***********************************************************************
 DN4801  DESIGNATION -  0112 X RESET
 DN4801  PID         -  DN4801
 DN4801  STATE/COUNTY-  MN/AITKIN
 DN4801  COUNTRY     -  US
 DN4801  USGS QUAD   -  BALL BLUFF (1980)
 DN4801
 DN4801                         *CURRENT SURVEY CONTROL
 DN4801  ______________________________________________________________________
 DN4801* NAD 83(1986) POSITION- 46 58 49.7    (N) 093 16 25.5    (W)   HD_HELD2  
 DN4801* NAVD 88 ORTHO HEIGHT -   378.346  (meters)    1241.29  (feet) ADJUSTED  
 DN4801  ______________________________________________________________________
 DN4801  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DN4801  DYNAMIC HEIGHT  -        378.373 (meters)     1241.38  (feet) COMP
 DN4801  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DN4801
 DN4801  VERT ORDER      -  SECOND    CLASS I
 DN4801
 DN4801.The horizontal coordinates were established by autonomous hand held GPS
 DN4801.observations and have an estimated accuracy of +/- 10 meters.
 DN4801.
 DN4801.The orthometric height was determined by differential leveling and
 DN4801.adjusted in June 2012.
 DN4801
 DN4801.The dynamic height is computed by dividing the NAVD 88
 DN4801.geopotential number by the normal gravity value computed on the
 DN4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4801.degrees latitude (g = 980.6199 gals.).
 DN4801
 DN4801.The modeled gravity was interpolated from observed gravity values.
 DN4801
 DN4801;                    North         East    Units  Estimated Accuracy
 DN4801;SPC MN C     -   320,587.      874,274.      MT  (+/- 10 meters HH2 GPS)
 DN4801
 DN4801                          SUPERSEDED SURVEY CONTROL
 DN4801
 DN4801.No superseded survey control is available for this station.
 DN4801
 DN4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7918003030(NAD 83)
 DN4801
 DN4801_MARKER: I = METAL ROD
 DN4801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4801_STAMPING: 0112 X RESET 2009
 DN4801_MARK LOGO: MNDT  
 DN4801_PROJECTION: RECESSED 5 CENTIMETERS
 DN4801_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4801+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DN4801_ROD/PIPE-DEPTH:  4.6 meters
 DN4801
 DN4801  HISTORY     - Date     Condition        Report By
 DN4801  HISTORY     - 20091104 MONUMENTED       MNDT
 DN4801
 DN4801                          STATION DESCRIPTION
 DN4801
 DN4801'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4801'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF JACOBSON.
 DN4801' 
 DN4801'TO REACH THE MARK GO 1.5 MI (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DN4801'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 200 TO THE
 DN4801'WEST AT JACOBSON, AT TRUNK HIGHWAY 65 MILE POINT 145.30.
 DN4801' 
 DN4801'IT IS 82.0 FT (25.0 M) WEST OF TRUNK HIGHWAY 65, 50.8 FT (15.5 M)
 DN4801'NORTH OF POWER POLE, 27.0 FT (8.2 M) NORTH OF ROAD, 17.0 FT (5.2 M)
 DN4801'SOUTH OF EAST LEG OF SIGN, 1.6 FT (0.5 M) WEST OF A WITNESS POST.
 DN4801' 
 DN4801'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4801'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4801'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4801'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5799 ***********************************************************************
 DG5799  DESIGNATION -  0112 Y
 DG5799  PID         -  DG5799
 DG5799  STATE/COUNTY-  MN/AITKIN
 DG5799  COUNTRY     -  US
 DG5799  USGS QUAD   -  BALL BLUFF (1980)
 DG5799
 DG5799                         *CURRENT SURVEY CONTROL
 DG5799  ______________________________________________________________________
 DG5799* NAD 83(1986) POSITION- 46 59 34.     (N) 093 16 25.     (W)   SCALED    
 DG5799* NAVD 88 ORTHO HEIGHT -   380.146  (meters)    1247.20  (feet) ADJUSTED  
 DG5799  ______________________________________________________________________
 DG5799  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DG5799  DYNAMIC HEIGHT  -        380.173 (meters)     1247.28  (feet) COMP
 DG5799  MODELED GRAVITY -    980,672.0   (mgal)                       NAVD 88
 DG5799
 DG5799  VERT ORDER      -  SECOND    CLASS I
 DG5799
 DG5799.The horizontal coordinates were scaled from a topographic map and have
 DG5799.an estimated accuracy of +/- 6 seconds.
 DG5799.
 DG5799.The orthometric height was determined by differential leveling and
 DG5799.adjusted in December 2004.
 DG5799
 DG5799.The dynamic height is computed by dividing the NAVD 88
 DG5799.geopotential number by the normal gravity value computed on the
 DG5799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5799.degrees latitude (g = 980.6199 gals.).
 DG5799
 DG5799.The modeled gravity was interpolated from observed gravity values.
 DG5799
 DG5799;                    North         East    Units  Estimated Accuracy
 DG5799;SPC MN C     -   321,960.      874,270.      MT  (+/- 180 meters Scaled)
 DG5799
 DG5799                          SUPERSEDED SURVEY CONTROL
 DG5799
 DG5799.No superseded survey control is available for this station.
 DG5799
 DG5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN791043(NAD 83)
 DG5799
 DG5799_MARKER: DD = SURVEY DISK
 DG5799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5799_STAMPING: 0112 Y 2000
 DG5799_MARK LOGO: MNDT  
 DG5799_PROJECTION: FLUSH
 DG5799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5799+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 DG5799_ROD/PIPE-DEPTH: 11.2 meters
 DG5799
 DG5799  HISTORY     - Date     Condition        Report By
 DG5799  HISTORY     - 2000     MONUMENTED       MNDT
 DG5799  HISTORY     - 20060315 GOOD             MNDT
 DG5799
 DG5799                          STATION DESCRIPTION
 DG5799
 DG5799'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5799'THE MARK IS 0.50 MI (0.80 KM) SOUTH OF JACOBSON, 0.60 MI (0.97 KM)
 DG5799'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND TH 200 (TO THE WEST) AT
 DG5799'JACOBSON, AT TH 65 MP 146.20, 158.0 FT (48.2 M) WSW OF TH 65, 48.0 FT
 DG5799'(14.6 M) WSW OF CO RD 70.0, 11.0 FT (3.4 M) SOUTH ENT TO TOWER, 10.7
 DG5799'FT (3.3 M) NW OF P-POLE, 4.2 FT (1.3 M) SE OF GATE POST, 2.0 FT (0.6
 DG5799'M) NORTH OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
 DG5799
 DG5799                          STATION RECOVERY (2006)
 DG5799
 DG5799'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5799'0.50 MILES SOUTH OF JACOBSON, AT TRUNK HIGHWAY 65 MILEPOINT 146.20,
 DG5799'0.60 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY
 DG5799'65 AND TRUNK HIGHWAY 200 TO THE WEST AT JACOBSON, 158.0 FEET
 DG5799'WEST-SOUTHWEST OF TRUNK HIGHWAY 65, 48.0 FEET WEST-SOUTHWEST OF COUNTY
 DG5799'ROAD 70.0, 11.0 FEET SOUTH OF ENTRANCE TO TOWER, 10.7 FEET NORTHWEST
 DG5799'OF POWER POLE, 4.2 FEET SOUTHEAST OF GATE POST, 2.0 FEET NORTH OF
 DG5799'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8086 ***********************************************************************
 DM8086  DESIGNATION -  0112 Y RESET
 DM8086  PID         -  DM8086
 DM8086  STATE/COUNTY-  MN/AITKIN
 DM8086  COUNTRY     -  US
 DM8086  USGS QUAD   -  BALL BLUFF (1980)
 DM8086
 DM8086                         *CURRENT SURVEY CONTROL
 DM8086  ______________________________________________________________________
 DM8086* NAD 83(2007) POSITION- 46 59 34.65214(N) 093 16 25.37663(W)   ADJUSTED  
 DM8086* NAD 83(2007) ELLIP HT-   350.991 (meters)        (06/13/11)   ADJUSTED
 DM8086* NAD 83(2007) EPOCH   -  2002.00
 DM8086* NAVD 88 ORTHO HEIGHT -   380.080  (meters)    1246.98  (feet) ADJUSTED  
 DM8086  ______________________________________________________________________
 DM8086  NAD 83(2007) X  -   -248,896.626 (meters)                     COMP
 DM8086  NAD 83(2007) Y  - -4,351,387.006 (meters)                     COMP
 DM8086  NAD 83(2007) Z  -  4,641,487.581 (meters)                     COMP
 DM8086  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 DM8086  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 DM8086  DYNAMIC HEIGHT  -        380.107 (meters)     1247.07  (feet) COMP
 DM8086  MODELED GRAVITY -    980,672.0   (mgal)                       NAVD 88
 DM8086
 DM8086  HORZ ORDER      -  FIRST
 DM8086  VERT ORDER      -  SECOND    CLASS I
 DM8086  ELLP ORDER      -  FOURTH    CLASS I
 DM8086
 DM8086.The horizontal coordinates were established by GPS observations
 DM8086.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8086
 DM8086.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8086.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8086
 DM8086.The horizontal coordinates are valid at the epoch date displayed above
 DM8086.which is a decimal equivalence of Year/Month/Day.
 DM8086
 DM8086.The orthometric height was determined by differential leveling and
 DM8086.adjusted in June 2012.
 DM8086
 DM8086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8086
 DM8086.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8086
 DM8086.The ellipsoidal height was determined by GPS observations
 DM8086.and is referenced to NAD 83.
 DM8086
 DM8086.The dynamic height is computed by dividing the NAVD 88
 DM8086.geopotential number by the normal gravity value computed on the
 DM8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8086.degrees latitude (g = 980.6199 gals.).
 DM8086
 DM8086.The modeled gravity was interpolated from observed gravity values.
 DM8086
 DM8086. The following values were computed from the NAD 83(2007) position.
 DM8086
 DM8086;                    North         East     Units Scale Factor Converg.
 DM8086;SPC MN C     -   321,975.171   874,259.260   MT  0.99998803   +0 42 22.4
 DM8086;SPC MN C     - 1,056,346.87  2,868,298.92   sFT  0.99998803   +0 42 22.4
 DM8086;UTM  15      - 5,204,418.015   479,187.876   MT  0.99960532   -0 12 00.6
 DM8086
 DM8086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8086!SPC MN C     -   0.99994499  x   0.99998803  =   0.99993302
 DM8086!UTM  15      -   0.99994499  x   0.99960532  =   0.99955033
 DM8086
 DM8086:                Primary Azimuth Mark                     Grid Az
 DM8086:SPC MN C     -  0112 Z RESET                             035 09 09.4
 DM8086:UTM  15      -  0112 Z RESET                             036 03 32.4
 DM8086
 DM8086|---------------------------------------------------------------------|
 DM8086| PID    Reference Object                     Distance      Geod. Az  |
 DM8086|                                                           dddmmss.s |
 DM8086| DM8087 0112 Z RESET                        APPROX. 1.6 KM 0355131.8 |
 DM8086|---------------------------------------------------------------------|
 DM8086
 DM8086                          SUPERSEDED SURVEY CONTROL
 DM8086
 DM8086  NAVD 88 (06/13/11)  380.08   (m)         1247.0    (f) LEVELING    3  
 DM8086
 DM8086.Superseded values are not recommended for survey control.
 DM8086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8086.See file dsdata.txt to determine how the superseded data were derived.
 DM8086
 DM8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7918704418(NAD 83)
 DM8086
 DM8086_MARKER: I = METAL ROD
 DM8086_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8086_STAMPING: 0112 Y RESET 2009
 DM8086_MARK LOGO: MNDT  
 DM8086_PROJECTION: RECESSED 10 CENTIMETERS
 DM8086_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8086+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2009
 DM8086_ROD/PIPE-DEPTH: 11.0 meters
 DM8086
 DM8086  HISTORY     - Date     Condition        Report By
 DM8086  HISTORY     - 20091027 MONUMENTED       MNDT
 DM8086
 DM8086                          STATION DESCRIPTION
 DM8086
 DM8086'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8086'THE MARK IS 0.5 MILE SOUTH OF JACOBSON, 0.6 MILE SOUTH OF TRUNK
 DM8086'HIGHWAY 200 WEST, AT TRUNK HIGHWAY 65 MILEPOINT 146.2, 158 FEET WEST
 DM8086'OF TRUNK HIGHWAY 65, 48 FEET WEST OF COUNTY ROAD 70, 11 FEET SOUTH OF
 DM8086'ENTRANCE TO TOWER, 10.7 FEET NORTHWEST OF POWER POLE, 4.2 FEET
 DM8086'SOUTHEAST OF GATE POST, 2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5800 ***********************************************************************
 DG5800  DESIGNATION -  0112 Z
 DG5800  PID         -  DG5800
 DG5800  STATE/COUNTY-  MN/AITKIN
 DG5800  COUNTRY     -  US
 DG5800  USGS QUAD   -  JACOBSON (1970)
 DG5800
 DG5800                         *CURRENT SURVEY CONTROL
 DG5800  ______________________________________________________________________
 DG5800* NAD 83(1986) POSITION- 47 00 16.     (N) 093 15 41.     (W)   SCALED    
 DG5800* NAVD 88 ORTHO HEIGHT -   382.610  (meters)    1255.28  (feet) ADJUSTED  
 DG5800  ______________________________________________________________________
 DG5800  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 DG5800  DYNAMIC HEIGHT  -        382.635 (meters)     1255.36  (feet) COMP
 DG5800  MODELED GRAVITY -    980,667.6   (mgal)                       NAVD 88
 DG5800
 DG5800  VERT ORDER      -  SECOND    CLASS I
 DG5800
 DG5800.The horizontal coordinates were scaled from a topographic map and have
 DG5800.an estimated accuracy of +/- 6 seconds.
 DG5800.
 DG5800.The orthometric height was determined by differential leveling and
 DG5800.adjusted in December 2004.
 DG5800
 DG5800.The dynamic height is computed by dividing the NAVD 88
 DG5800.geopotential number by the normal gravity value computed on the
 DG5800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5800.degrees latitude (g = 980.6199 gals.).
 DG5800
 DG5800.The modeled gravity was interpolated from observed gravity values.
 DG5800
 DG5800;                    North         East    Units  Estimated Accuracy
 DG5800;SPC MN C     -   323,260.      875,180.      MT  (+/- 180 meters Scaled)
 DG5800
 DG5800                          SUPERSEDED SURVEY CONTROL
 DG5800
 DG5800.No superseded survey control is available for this station.
 DG5800
 DG5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN801056(NAD 83)
 DG5800
 DG5800_MARKER: DD = SURVEY DISK
 DG5800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5800_STAMPING: 0112 Z 2000
 DG5800_MARK LOGO: MNDT  
 DG5800_PROJECTION: FLUSH
 DG5800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5800+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG5800_ROD/PIPE-DEPTH:  6.1 meters
 DG5800
 DG5800  HISTORY     - Date     Condition        Report By
 DG5800  HISTORY     - 2000     MONUMENTED       MNDT
 DG5800
 DG5800                          STATION DESCRIPTION
 DG5800
 DG5800'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5800'THE MARK IS IN JACOBSON, AT THE JCT OF TH 65 AND TH 200 (TO THE EAST)
 DG5800'AT JACOBSON, AT TH 65 MP 147.15, 165 FT (50.3 M) WNW OF TH 65, 87.0 FT
 DG5800'(26.5 M) NORTH OF CO RD 70, 1.3 FT (0.4 M) SSE OF R/W POST, 5.7 FT
 DG5800'(1.7 M) SOUTH OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8087 ***********************************************************************
 DM8087  DESIGNATION -  0112 Z RESET
 DM8087  PID         -  DM8087
 DM8087  STATE/COUNTY-  MN/AITKIN
 DM8087  COUNTRY     -  US
 DM8087  USGS QUAD   -  JACOBSON (1970)
 DM8087
 DM8087                         *CURRENT SURVEY CONTROL
 DM8087  ______________________________________________________________________
 DM8087* NAD 83(2007) POSITION- 47 00 16.24057(N) 093 15 41.43258(W)   ADJUSTED  
 DM8087* NAD 83(2007) ELLIP HT-   353.430 (meters)        (06/13/11)   ADJUSTED
 DM8087* NAD 83(2007) EPOCH   -  2002.00
 DM8087* NAVD 88 ORTHO HEIGHT -   382.552  (meters)    1255.09  (feet) ADJUSTED  
 DM8087  ______________________________________________________________________
 DM8087  NAD 83(2007) X  -   -247,916.227 (meters)                     COMP
 DM8087  NAD 83(2007) Y  - -4,350,503.818 (meters)                     COMP
 DM8087  NAD 83(2007) Z  -  4,642,365.313 (meters)                     COMP
 DM8087  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC09
 DM8087  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 DM8087  DYNAMIC HEIGHT  -        382.577 (meters)     1255.17  (feet) COMP
 DM8087  MODELED GRAVITY -    980,667.6   (mgal)                       NAVD 88
 DM8087
 DM8087  HORZ ORDER      -  FIRST
 DM8087  VERT ORDER      -  SECOND    CLASS I
 DM8087  ELLP ORDER      -  FOURTH    CLASS I
 DM8087
 DM8087.The horizontal coordinates were established by GPS observations
 DM8087.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8087
 DM8087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8087.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8087
 DM8087.The horizontal coordinates are valid at the epoch date displayed above
 DM8087.which is a decimal equivalence of Year/Month/Day.
 DM8087
 DM8087.The orthometric height was determined by differential leveling and
 DM8087.adjusted in June 2012.
 DM8087
 DM8087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8087
 DM8087.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8087
 DM8087.The ellipsoidal height was determined by GPS observations
 DM8087.and is referenced to NAD 83.
 DM8087
 DM8087.The dynamic height is computed by dividing the NAVD 88
 DM8087.geopotential number by the normal gravity value computed on the
 DM8087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8087.degrees latitude (g = 980.6199 gals.).
 DM8087
 DM8087.The modeled gravity was interpolated from observed gravity values.
 DM8087
 DM8087. The following values were computed from the NAD 83(2007) position.
 DM8087
 DM8087;                    North         East     Units Scale Factor Converg.
 DM8087;SPC MN C     -   323,270.857   875,171.663   MT  0.99999037   +0 42 54.2
 DM8087;SPC MN C     - 1,060,597.80  2,871,292.36   sFT  0.99999037   +0 42 54.2
 DM8087;UTM  15      - 5,205,698.613   480,120.302   MT  0.99960486   -0 11 28.6
 DM8087
 DM8087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8087!SPC MN C     -   0.99994460  x   0.99999037  =   0.99993497
 DM8087!UTM  15      -   0.99994460  x   0.99960486  =   0.99954948
 DM8087
 DM8087:                Primary Azimuth Mark                     Grid Az
 DM8087:SPC MN C     -  0112 Y RESET                             215 09 09.8
 DM8087:UTM  15      -  0112 Y RESET                             216 03 32.6
 DM8087
 DM8087|---------------------------------------------------------------------|
 DM8087| PID    Reference Object                     Distance      Geod. Az  |
 DM8087|                                                           dddmmss.s |
 DM8087| DM8268 OBSON                                90.441 METERS 08901     |
 DM8087| DM8086 0112 Y RESET                        APPROX. 1.6 KM 2155204.0 |
 DM8087|---------------------------------------------------------------------|
 DM8087
 DM8087                          SUPERSEDED SURVEY CONTROL
 DM8087
 DM8087  NAVD 88 (06/13/11)  382.55   (m)         1255.1    (f) LEVELING    3  
 DM8087
 DM8087.Superseded values are not recommended for survey control.
 DM8087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8087.See file dsdata.txt to determine how the superseded data were derived.
 DM8087
 DM8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8012005698(NAD 83)
 DM8087
 DM8087_MARKER: I = METAL ROD
 DM8087_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8087_STAMPING: 0112 Z RESET 2009
 DM8087_MARK LOGO: MNDT  
 DM8087_PROJECTION: RECESSED 10 CENTIMETERS
 DM8087_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8087+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2009
 DM8087_ROD/PIPE-DEPTH:  6.1 meters
 DM8087
 DM8087  HISTORY     - Date     Condition        Report By
 DM8087  HISTORY     - 20091027 MONUMENTED       MNDT
 DM8087
 DM8087                          STATION DESCRIPTION
 DM8087
 DM8087'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8087'THE MARK IS IN JACOBSON, AT TRUNK HIGHWAY 65 MILEPOINT 147.15, AT
 DM8087'TRUNK HIGHWAY 200 EAST, 165 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 65,
 DM8087'87 FEET NORTH OF COUNTY ROAD 70, 5.7 FEET SOUTH OF WOOD POLE, 1.3 FEET
 DM8087'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8142 ***********************************************************************
 DH8142  DESIGNATION -  0115 A
 DH8142  PID         -  DH8142
 DH8142  STATE/COUNTY-  MN/AITKIN
 DH8142  COUNTRY     -  US
 DH8142  USGS QUAD   -  AITKIN (1973)
 DH8142
 DH8142                         *CURRENT SURVEY CONTROL
 DH8142  ______________________________________________________________________
 DH8142* NAD 83(2007) POSITION- 46 31 08.83907(N) 093 42 26.36954(W)   ADJUSTED  
 DH8142* NAD 83(2007) ELLIP HT-   349.302 (meters)        (07/07/09)   ADJUSTED
 DH8142* NAD 83(2007) EPOCH   -  2002.00
 DH8142* NAVD 88 ORTHO HEIGHT -   377.1    (meters)    1237.    (feet) GPS OBS   
 DH8142  ______________________________________________________________________
 DH8142  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8142  GEOID HEIGHT    -        -27.81  (meters)                     GEOID03
 DH8142  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 DH8142  NAD 83(2007) X  -   -284,301.161 (meters)                     COMP
 DH8142  NAD 83(2007) Y  - -4,387,669.790 (meters)                     COMP
 DH8142  NAD 83(2007) Z  -  4,605,396.778 (meters)                     COMP
 DH8142  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC09
 DH8142  HORZ ORDER      -  FIRST
 DH8142  ELLP ORDER      -  THIRD     CLASS II
 DH8142
 DH8142.The horizontal coordinates were established by GPS observations
 DH8142.and adjusted by the National Geodetic Survey in July 2009.
 DH8142
 DH8142.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8142.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8142
 DH8142.The horizontal coordinates are valid at the epoch date displayed above
 DH8142.which is a decimal equivalence of Year/Month/Day.
 DH8142
 DH8142.The orthometric height was determined by GPS observations and a
 DH8142.high-resolution geoid model.
 DH8142
 DH8142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8142
 DH8142.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8142
 DH8142.The ellipsoidal height was determined by GPS observations
 DH8142.and is referenced to NAD 83.
 DH8142
 DH8142. The following values were computed from the NAD 83(2007) position.
 DH8142
 DH8142;                    North         East     Units Scale Factor Converg.
 DH8142;SPC MN C     -   268,988.086   841,639.186   MT  0.99992718   +0 23 33.2
 DH8142;SPC MN C     -   882,505.08  2,761,277.90   sFT  0.99992718   +0 23 33.2
 DH8142;UTM  15      - 5,151,971.140   445,744.728   MT  0.99963618   -0 30 47.7
 DH8142
 DH8142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8142!SPC MN C     -   0.99994525  x   0.99992718  =   0.99987243
 DH8142!UTM  15      -   0.99994525  x   0.99963618  =   0.99958145
 DH8142
 DH8142:                Primary Azimuth Mark                     Grid Az
 DH8142:SPC MN C     -  0115 B                                   186 49 32.2
 DH8142:UTM  15      -  0115 B                                   187 43 53.1
 DH8142
 DH8142|---------------------------------------------------------------------|
 DH8142| PID    Reference Object                     Distance      Geod. Az  |
 DH8142|                                                           dddmmss.s |
 DH8142| DH8143 0115 B                              APPROX. 1.5 KM 1871305.4 |
 DH8142|---------------------------------------------------------------------|
 DH8142
 DH8142                          SUPERSEDED SURVEY CONTROL
 DH8142
 DH8142  NAD 83(1996)-  46 31 08.83879(N)    093 42 26.36897(W) AD(       ) 1
 DH8142  ELLIP H (12/20/05)  349.328  (m)                       GP(       ) 3 2
 DH8142
 DH8142.Superseded values are not recommended for survey control.
 DH8142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8142.See file dsdata.txt to determine how the superseded data were derived.
 DH8142
 DH8142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4574451971(NAD 83)
 DH8142
 DH8142_MARKER: DD = SURVEY DISK
 DH8142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8142_STAMPING: 0115 A 2005
 DH8142_MARK LOGO: MNDT  
 DH8142_PROJECTION: FLUSH
 DH8142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8142+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8142_ROD/PIPE-DEPTH:  4.6 meters
 DH8142
 DH8142  HISTORY     - Date     Condition        Report By
 DH8142  HISTORY     - 2005     MONUMENTED       MNDT
 DH8142
 DH8142                          STATION DESCRIPTION
 DH8142
 DH8142'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8142'THE MARK IS LOCATED IN AITKIN. GO 1.0 MILES SOUTH ALONG TRUNK HIGHWAY
 DH8142'169 FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND 210 IN AITKIN, AT
 DH8142'TRUNK HIGHWAY 169 MILEPOINT 251.5. THE MARK IS 59.8 FEET WEST OF TRUNK
 DH8142'HIGHWAY 169, 148.2 FEET NORTH OF WESTWOOD DRIVE, 8.2 FEET SOUTH OF
 DH8142'POWER POLE, 8.2 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8143 ***********************************************************************
 DH8143  DESIGNATION -  0115 B
 DH8143  PID         -  DH8143
 DH8143  STATE/COUNTY-  MN/AITKIN
 DH8143  COUNTRY     -  US
 DH8143  USGS QUAD   -  AITKIN (1973)
 DH8143
 DH8143                         *CURRENT SURVEY CONTROL
 DH8143  ______________________________________________________________________
 DH8143* NAD 83(2007) POSITION- 46 30 21.12094(N) 093 42 35.12228(W)   ADJUSTED  
 DH8143* NAD 83(2007) ELLIP HT-   353.693 (meters)        (07/07/09)   ADJUSTED
 DH8143* NAD 83(2007) EPOCH   -  2002.00
 DH8143* NAVD 88 ORTHO HEIGHT -   381.5    (meters)    1252.    (feet) GPS OBS   
 DH8143  ______________________________________________________________________
 DH8143  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8143  GEOID HEIGHT    -        -27.79  (meters)                     GEOID03
 DH8143  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 DH8143  NAD 83(2007) X  -   -284,556.717 (meters)                     COMP
 DH8143  NAD 83(2007) Y  - -4,388,727.578 (meters)                     COMP
 DH8143  NAD 83(2007) Z  -  4,604,385.886 (meters)                     COMP
 DH8143  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC09
 DH8143  HORZ ORDER      -  FIRST
 DH8143  ELLP ORDER      -  THIRD     CLASS II
 DH8143
 DH8143.The horizontal coordinates were established by GPS observations
 DH8143.and adjusted by the National Geodetic Survey in July 2009.
 DH8143
 DH8143.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8143.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8143
 DH8143.The horizontal coordinates are valid at the epoch date displayed above
 DH8143.which is a decimal equivalence of Year/Month/Day.
 DH8143
 DH8143.The orthometric height was determined by GPS observations and a
 DH8143.high-resolution geoid model.
 DH8143
 DH8143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8143
 DH8143.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8143
 DH8143.The ellipsoidal height was determined by GPS observations
 DH8143.and is referenced to NAD 83.
 DH8143
 DH8143. The following values were computed from the NAD 83(2007) position.
 DH8143
 DH8143;                    North         East     Units Scale Factor Converg.
 DH8143;SPC MN C     -   267,513.505   841,462.684   MT  0.99992646   +0 23 26.9
 DH8143;SPC MN C     -   877,667.22  2,760,698.82   sFT  0.99992646   +0 23 26.9
 DH8143;UTM  15      - 5,150,499.961   445,544.997   MT  0.99963645   -0 30 53.6
 DH8143
 DH8143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8143!SPC MN C     -   0.99994456  x   0.99992646  =   0.99987102
 DH8143!UTM  15      -   0.99994456  x   0.99963645  =   0.99958103
 DH8143
 DH8143:                Primary Azimuth Mark                     Grid Az
 DH8143:SPC MN C     -  0115 A                                   006 49 32.2
 DH8143:UTM  15      -  0115 A                                   007 43 52.7
 DH8143
 DH8143|---------------------------------------------------------------------|
 DH8143| PID    Reference Object                     Distance      Geod. Az  |
 DH8143|                                                           dddmmss.s |
 DH8143| DH8142 0115 A                              APPROX. 1.5 KM 0071259.1 |
 DH8143|---------------------------------------------------------------------|
 DH8143
 DH8143                          SUPERSEDED SURVEY CONTROL
 DH8143
 DH8143  NAD 83(1996)-  46 30 21.12065(N)    093 42 35.12173(W) AD(       ) 1
 DH8143  ELLIP H (12/20/05)  353.719  (m)                       GP(       ) 3 2
 DH8143
 DH8143.Superseded values are not recommended for survey control.
 DH8143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8143.See file dsdata.txt to determine how the superseded data were derived.
 DH8143
 DH8143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4554450499(NAD 83)
 DH8143
 DH8143_MARKER: DD = SURVEY DISK
 DH8143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8143_STAMPING: 0115 B 2005
 DH8143_MARK LOGO: MNDT  
 DH8143_PROJECTION: FLUSH
 DH8143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8143+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8143_ROD/PIPE-DEPTH:  4.6 meters
 DH8143
 DH8143  HISTORY     - Date     Condition        Report By
 DH8143  HISTORY     - 2005     MONUMENTED       MNDT
 DH8143
 DH8143                          STATION DESCRIPTION
 DH8143
 DH8143'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8143'THE MARK IS 0.5 MILES SOUTH OF AITKIN. GO 1.95 MILES SOUTH ALONG TRUNK
 DH8143'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND 210 IN AITKIN,
 DH8143'AT TRUNK HIGHWAY 169 MILEPOINT 250.7. THE MARK IS 65.0 FEET WEST OF
 DH8143'TRUNK HIGHWAY 169, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8144 ***********************************************************************
 DH8144  DESIGNATION -  0115 C
 DH8144  PID         -  DH8144
 DH8144  STATE/COUNTY-  MN/AITKIN
 DH8144  COUNTRY     -  US
 DH8144  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8144
 DH8144                         *CURRENT SURVEY CONTROL
 DH8144  ______________________________________________________________________
 DH8144* NAD 83(2007) POSITION- 46 29 32.19131(N) 093 43 05.16424(W)   ADJUSTED  
 DH8144* NAD 83(2007) ELLIP HT-   353.350 (meters)        (07/07/09)   ADJUSTED
 DH8144* NAD 83(2007) EPOCH   -  2002.00
 DH8144* NAVD 88 ORTHO HEIGHT -   381.1    (meters)    1250.    (feet) GPS OBS   
 DH8144  ______________________________________________________________________
 DH8144  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8144  GEOID HEIGHT    -        -27.77  (meters)                     GEOID03
 DH8144  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DH8144  NAD 83(2007) X  -   -285,266.977 (meters)                     COMP
 DH8144  NAD 83(2007) Y  - -4,389,779.522 (meters)                     COMP
 DH8144  NAD 83(2007) Z  -  4,603,345.560 (meters)                     COMP
 DH8144  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC09
 DH8144  HORZ ORDER      -  FIRST
 DH8144  ELLP ORDER      -  THIRD     CLASS II
 DH8144
 DH8144.The horizontal coordinates were established by GPS observations
 DH8144.and adjusted by the National Geodetic Survey in July 2009.
 DH8144
 DH8144.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8144.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8144
 DH8144.The horizontal coordinates are valid at the epoch date displayed above
 DH8144.which is a decimal equivalence of Year/Month/Day.
 DH8144
 DH8144.The orthometric height was determined by GPS observations and a
 DH8144.high-resolution geoid model.
 DH8144
 DH8144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8144
 DH8144.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8144
 DH8144.The ellipsoidal height was determined by GPS observations
 DH8144.and is referenced to NAD 83.
 DH8144
 DH8144. The following values were computed from the NAD 83(2007) position.
 DH8144
 DH8144;                    North         East     Units Scale Factor Converg.
 DH8144;SPC MN C     -   265,998.463   840,832.377   MT  0.99992579   +0 23 05.2
 DH8144;SPC MN C     -   872,696.62  2,758,630.89   sFT  0.99992579   +0 23 05.2
 DH8144;UTM  15      - 5,148,995.507   444,891.011   MT  0.99963733   -0 31 15.0
 DH8144
 DH8144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8144!SPC MN C     -   0.99994461  x   0.99992579  =   0.99987041
 DH8144!UTM  15      -   0.99994461  x   0.99963733  =   0.99958196
 DH8144
 DH8144:                Primary Azimuth Mark                     Grid Az
 DH8144:SPC MN C     -  0115 B                                   022 35 20.0
 DH8144:UTM  15      -  0115 B                                   023 29 40.2
 DH8144
 DH8144|---------------------------------------------------------------------|
 DH8144| PID    Reference Object                     Distance      Geod. Az  |
 DH8144|                                                           dddmmss.s |
 DH8144| DH8143 0115 B                              APPROX. 1.6 KM 0225825.2 |
 DH8144|---------------------------------------------------------------------|
 DH8144
 DH8144                          SUPERSEDED SURVEY CONTROL
 DH8144
 DH8144  NAD 83(1996)-  46 29 32.19102(N)    093 43 05.16370(W) AD(       ) 1
 DH8144  ELLIP H (12/20/05)  353.376  (m)                       GP(       ) 3 2
 DH8144
 DH8144.Superseded values are not recommended for survey control.
 DH8144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8144.See file dsdata.txt to determine how the superseded data were derived.
 DH8144
 DH8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4489148995(NAD 83)
 DH8144
 DH8144_MARKER: DD = SURVEY DISK
 DH8144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8144_STAMPING: 0115 C 2005
 DH8144_MARK LOGO: MNDT  
 DH8144_PROJECTION: FLUSH
 DH8144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8144+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8144_ROD/PIPE-DEPTH:  4.6 meters
 DH8144
 DH8144  HISTORY     - Date     Condition        Report By
 DH8144  HISTORY     - 2005     MONUMENTED       MNDT
 DH8144
 DH8144                          STATION DESCRIPTION
 DH8144
 DH8144'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8144'THE MARK IS LOCATED 1.5 MILES SOUTH OF AITKIN. GO 3.0 MILES SOUTH
 DH8144'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND
 DH8144'210 IN AITKIN, AT TRUNK HIGHWAY 169 MILEPOINT 249.7. THE MARK IS 72.4
 DH8144'FEET WEST OF TRUNK HIGHWAY 169, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8145 ***********************************************************************
 DH8145  DESIGNATION -  0115 D
 DH8145  PID         -  DH8145
 DH8145  STATE/COUNTY-  MN/AITKIN
 DH8145  COUNTRY     -  US
 DH8145  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8145
 DH8145                         *CURRENT SURVEY CONTROL
 DH8145  ______________________________________________________________________
 DH8145* NAD 83(2007) POSITION- 46 28 37.57642(N) 093 43 06.62536(W)   ADJUSTED  
 DH8145* NAD 83(2007) ELLIP HT-   355.078 (meters)        (07/07/09)   ADJUSTED
 DH8145* NAD 83(2007) EPOCH   -  2002.00
 DH8145* NAVD 88 ORTHO HEIGHT -   382.9    (meters)    1256.    (feet) GPS OBS   
 DH8145  ______________________________________________________________________
 DH8145  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8145  GEOID HEIGHT    -        -27.75  (meters)                     GEOID03
 DH8145  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DH8145  NAD 83(2007) X  -   -285,377.470 (meters)                     COMP
 DH8145  NAD 83(2007) Y  - -4,390,999.141 (meters)                     COMP
 DH8145  NAD 83(2007) Z  -  4,602,185.581 (meters)                     COMP
 DH8145  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC09
 DH8145  HORZ ORDER      -  FIRST
 DH8145  ELLP ORDER      -  THIRD     CLASS II
 DH8145
 DH8145.The horizontal coordinates were established by GPS observations
 DH8145.and adjusted by the National Geodetic Survey in July 2009.
 DH8145
 DH8145.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8145.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8145
 DH8145.The horizontal coordinates are valid at the epoch date displayed above
 DH8145.which is a decimal equivalence of Year/Month/Day.
 DH8145
 DH8145.The orthometric height was determined by GPS observations and a
 DH8145.high-resolution geoid model.
 DH8145
 DH8145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8145
 DH8145.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8145
 DH8145.The ellipsoidal height was determined by GPS observations
 DH8145.and is referenced to NAD 83.
 DH8145
 DH8145. The following values were computed from the NAD 83(2007) position.
 DH8145
 DH8145;                    North         East     Units Scale Factor Converg.
 DH8145;SPC MN C     -   264,312.020   840,812.536   MT  0.99992509   +0 23 04.1
 DH8145;SPC MN C     -   867,163.69  2,758,565.80   sFT  0.99992509   +0 23 04.1
 DH8145;UTM  15      - 5,147,310.073   444,844.533   MT  0.99963739   -0 31 15.6
 DH8145
 DH8145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8145!SPC MN C     -   0.99994434  x   0.99992509  =   0.99986944
 DH8145!UTM  15      -   0.99994434  x   0.99963739  =   0.99958175
 DH8145
 DH8145:                Primary Azimuth Mark                     Grid Az
 DH8145:SPC MN C     -  0115 C                                   000 40 26.7
 DH8145:UTM  15      -  0115 C                                   001 34 46.4
 DH8145
 DH8145|---------------------------------------------------------------------|
 DH8145| PID    Reference Object                     Distance      Geod. Az  |
 DH8145|                                                           dddmmss.s |
 DH8145| DH8144 0115 C                              APPROX. 1.7 KM 0010330.8 |
 DH8145|---------------------------------------------------------------------|
 DH8145
 DH8145                          SUPERSEDED SURVEY CONTROL
 DH8145
 DH8145  NAD 83(1996)-  46 28 37.57611(N)    093 43 06.62484(W) AD(       ) 1
 DH8145  ELLIP H (12/20/05)  355.104  (m)                       GP(       ) 3 2
 DH8145
 DH8145.Superseded values are not recommended for survey control.
 DH8145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8145.See file dsdata.txt to determine how the superseded data were derived.
 DH8145
 DH8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4484447310(NAD 83)
 DH8145
 DH8145_MARKER: DD = SURVEY DISK
 DH8145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8145_STAMPING: 0115 D 2005
 DH8145_MARK LOGO: MNDT  
 DH8145_PROJECTION: FLUSH
 DH8145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8145+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8145_ROD/PIPE-DEPTH:  4.6 meters
 DH8145
 DH8145  HISTORY     - Date     Condition        Report By
 DH8145  HISTORY     - 2005     MONUMENTED       MNDT
 DH8145
 DH8145                          STATION DESCRIPTION
 DH8145
 DH8145'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8145'THE MARK IS LOCATED 2.5 MILES SOUTH OF AITKIN. GO 4.0 MILES SOUTH
 DH8145'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND
 DH8145'210 IN AITKIN, AT TRUNK HIGHWAY 169 MILEPOINT 248.7. THE MARK IS 72.1
 DH8145'FEET WEST OF TRUNK HIGHWAY 169, 3.7 FEET EAST OF FENCE, 1.0 FEET EAST
 DH8145'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8146 ***********************************************************************
 DH8146  DESIGNATION -  0115 E
 DH8146  PID         -  DH8146
 DH8146  STATE/COUNTY-  MN/AITKIN
 DH8146  COUNTRY     -  US
 DH8146  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8146
 DH8146                         *CURRENT SURVEY CONTROL
 DH8146  ______________________________________________________________________
 DH8146* NAD 83(2007) POSITION- 46 25 03.78816(N) 093 44 41.00512(W)   ADJUSTED  
 DH8146* NAD 83(2007) ELLIP HT-   357.449 (meters)        (07/07/09)   ADJUSTED
 DH8146* NAD 83(2007) EPOCH   -  2002.00
 DH8146* NAVD 88 ORTHO HEIGHT -   385.1    (meters)    1263.    (feet) GPS OBS   
 DH8146  ______________________________________________________________________
 DH8146  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8146  GEOID HEIGHT    -        -27.67  (meters)                     GEOID03
 DH8146  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DH8146  NAD 83(2007) X  -   -287,699.201 (meters)                     COMP
 DH8146  NAD 83(2007) Y  - -4,395,644.033 (meters)                     COMP
 DH8146  NAD 83(2007) Z  -  4,597,638.611 (meters)                     COMP
 DH8146  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC09
 DH8146  HORZ ORDER      -  FIRST
 DH8146  ELLP ORDER      -  THIRD     CLASS II
 DH8146
 DH8146.The horizontal coordinates were established by GPS observations
 DH8146.and adjusted by the National Geodetic Survey in July 2009.
 DH8146
 DH8146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8146.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8146
 DH8146.The horizontal coordinates are valid at the epoch date displayed above
 DH8146.which is a decimal equivalence of Year/Month/Day.
 DH8146
 DH8146.The orthometric height was determined by GPS observations and a
 DH8146.high-resolution geoid model.
 DH8146
 DH8146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8146
 DH8146.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8146
 DH8146.The ellipsoidal height was determined by GPS observations
 DH8146.and is referenced to NAD 83.
 DH8146
 DH8146. The following values were computed from the NAD 83(2007) position.
 DH8146
 DH8146;                    North         East     Units Scale Factor Converg.
 DH8146;SPC MN C     -   257,698.170   838,841.540   MT  0.99992306   +0 21 55.8
 DH8146;SPC MN C     -   845,464.75  2,752,099.29   sFT  0.99992306   +0 21 55.8
 DH8146;UTM  15      - 5,140,730.065   442,769.884   MT  0.99964026   -0 32 22.1
 DH8146
 DH8146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8146!SPC MN C     -   0.99994397  x   0.99992306  =   0.99986703
 DH8146!UTM  15      -   0.99994397  x   0.99964026  =   0.99958425
 DH8146
 DH8146                          SUPERSEDED SURVEY CONTROL
 DH8146
 DH8146  NAD 83(1996)-  46 25 03.78776(N)    093 44 41.00479(W) AD(       ) 1
 DH8146  ELLIP H (12/20/05)  357.476  (m)                       GP(       ) 3 2
 DH8146
 DH8146.Superseded values are not recommended for survey control.
 DH8146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8146.See file dsdata.txt to determine how the superseded data were derived.
 DH8146
 DH8146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4276940730(NAD 83)
 DH8146
 DH8146_MARKER: DD = SURVEY DISK
 DH8146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8146_STAMPING: 0115 E 2005
 DH8146_MARK LOGO: MNDT  
 DH8146_PROJECTION: FLUSH
 DH8146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8146+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8146_ROD/PIPE-DEPTH:  7.6 meters
 DH8146
 DH8146  HISTORY     - Date     Condition        Report By
 DH8146  HISTORY     - 2005     MONUMENTED       MNDT
 DH8146
 DH8146                          STATION DESCRIPTION
 DH8146
 DH8146'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8146'THE MARK IS LOCATED 6.5 MILES SOUTH OF AITKIN. GO 7.0 MILES SOUTH
 DH8146'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAYS 169 AND
 DH8146'210 IN AITKIN, AT TRUNK HIGHWAY 169 MILEPOINT 244.15. THE MARK IS 67.6
 DH8146'FEET EAST OF TRUNK HIGHWAY 169, 282.6 FEET SOUTH OF EXTENDED 435TH
 DH8146'AVENUE, 24.4 FEET NORTH OF DRIVEWAY, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7068 ***********************************************************************
 DK7068  DESIGNATION -  0115 E 1
 DK7068  PID         -  DK7068
 DK7068  STATE/COUNTY-  MN/AITKIN
 DK7068  COUNTRY     -  US
 DK7068  USGS QUAD   -  SPIRIT LAKE (1973)
 DK7068
 DK7068                         *CURRENT SURVEY CONTROL
 DK7068  ______________________________________________________________________
 DK7068* NAD 83(1986) POSITION- 46 25 55.5    (N) 093 42 52.8    (W)   HD_HELD2  
 DK7068* NAVD 88 ORTHO HEIGHT -   384.468  (meters)    1261.38  (feet) ADJUSTED  
 DK7068  ______________________________________________________________________
 DK7068  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DK7068  DYNAMIC HEIGHT  -        384.479 (meters)     1261.41  (feet) COMP
 DK7068  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 DK7068
 DK7068  VERT ORDER      -  SECOND    CLASS I
 DK7068
 DK7068.The horizontal coordinates were established by autonomous hand held GPS
 DK7068.observations and have an estimated accuracy of +/- 10 meters.
 DK7068.
 DK7068.The orthometric height was determined by differential leveling and
 DK7068.adjusted in February 2009.
 DK7068
 DK7068.No vertical observational check was made to the station.
 DK7068
 DK7068.The dynamic height is computed by dividing the NAVD 88
 DK7068.geopotential number by the normal gravity value computed on the
 DK7068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7068.degrees latitude (g = 980.6199 gals.).
 DK7068
 DK7068.The modeled gravity was interpolated from observed gravity values.
 DK7068
 DK7068;                    North         East    Units  Estimated Accuracy
 DK7068;SPC MN C     -   259,310.      841,141.      MT  (+/- 10 meters HH2 GPS)
 DK7068
 DK7068                          SUPERSEDED SURVEY CONTROL
 DK7068
 DK7068.No superseded survey control is available for this station.
 DK7068
 DK7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4509442304(NAD 83)
 DK7068
 DK7068_MARKER: DV = VERTICAL CONTROL DISK
 DK7068_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7068_SP_SET: BRIDGE ABUTMENT
 DK7068_STAMPING: 0115 E 1 1978
 DK7068_MARK LOGO: MNDT  
 DK7068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7068+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK7068
 DK7068  HISTORY     - Date     Condition        Report By
 DK7068  HISTORY     - 1978     MONUMENTED       MNDT
 DK7068  HISTORY     - 20050622 GOOD             MNDT
 DK7068
 DK7068                          STATION DESCRIPTION
 DK7068
 DK7068'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK7068'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF BAY LAKE,
 DK7068'7.0 MI (11.3 KM) SOUTH OF AITKIN AND 5.6 MI (9.0 KM) NORTH-NORTHWEST
 DK7068'OF WEALTHWOOD, 4 MI (6.4 KM) NORTHEAST OF BENNETVILLE.
 DK7068' 
 DK7068'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 11 IN
 DK7068'BENNETVILLE GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 169, THENCE
 DK7068'1.7 MI (2.7 KM) EAST ON COUNTY ROAD 28 FROM THE JUNCTION OF TRUNK
 DK7068'HIGHWAY 169 AND COUNTY ROAD 28.
 DK7068' 
 DK7068'THE MARK IS IN AITKIN COUNTY BRIDGE NUMBER 01312 OVER THE RIPPLE
 DK7068'RIVER, 20 FT (6.1 M) SOUTH OF COUNTY ROAD 28.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8147 ***********************************************************************
 DH8147  DESIGNATION -  0115 G
 DH8147  PID         -  DH8147
 DH8147  STATE/COUNTY-  MN/AITKIN
 DH8147  COUNTRY     -  US
 DH8147  USGS QUAD   -  SPIRIT LAKE (1973)
 DH8147
 DH8147                         *CURRENT SURVEY CONTROL
 DH8147  ______________________________________________________________________
 DH8147* NAD 83(2007) POSITION- 46 23 17.24404(N) 093 44 56.87498(W)   ADJUSTED  
 DH8147* NAD 83(2007) ELLIP HT-   359.702 (meters)        (07/07/09)   ADJUSTED
 DH8147* NAD 83(2007) EPOCH   -  2002.00
 DH8147* NAVD 88 ORTHO HEIGHT -   387.4    (meters)    1271.    (feet) GPS OBS   
 DH8147  ______________________________________________________________________
 DH8147  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8147  GEOID HEIGHT    -        -27.63  (meters)                     GEOID03
 DH8147  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DH8147  NAD 83(2007) X  -   -288,193.296 (meters)                     COMP
 DH8147  NAD 83(2007) Y  - -4,398,000.982 (meters)                     COMP
 DH8147  NAD 83(2007) Z  -  4,595,371.511 (meters)                     COMP
 DH8147  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC09
 DH8147  HORZ ORDER      -  FIRST
 DH8147  ELLP ORDER      -  THIRD     CLASS II
 DH8147
 DH8147.The horizontal coordinates were established by GPS observations
 DH8147.and adjusted by the National Geodetic Survey in July 2009.
 DH8147
 DH8147.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8147.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8147
 DH8147.The horizontal coordinates are valid at the epoch date displayed above
 DH8147.which is a decimal equivalence of Year/Month/Day.
 DH8147
 DH8147.The orthometric height was determined by GPS observations and a
 DH8147.high-resolution geoid model.
 DH8147
 DH8147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8147
 DH8147.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8147
 DH8147.The ellipsoidal height was determined by GPS observations
 DH8147.and is referenced to NAD 83.
 DH8147
 DH8147. The following values were computed from the NAD 83(2007) position.
 DH8147
 DH8147;                    North         East     Units Scale Factor Converg.
 DH8147;SPC MN C     -   254,406.516   838,523.473   MT  0.99992245   +0 21 44.4
 DH8147;SPC MN C     -   834,665.38  2,751,055.76   sFT  0.99992245   +0 21 44.4
 DH8147;UTM  15      - 5,137,444.772   442,399.979   MT  0.99964078   -0 32 32.7
 DH8147
 DH8147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8147!SPC MN C     -   0.99994362  x   0.99992245  =   0.99986607
 DH8147!UTM  15      -   0.99994362  x   0.99964078  =   0.99958442
 DH8147
 DH8147                          SUPERSEDED SURVEY CONTROL
 DH8147
 DH8147  NAD 83(1996)-  46 23 17.24370(N)    093 44 56.87464(W) AD(       ) 1
 DH8147  ELLIP H (12/20/05)  359.732  (m)                       GP(       ) 3 2
 DH8147
 DH8147.Superseded values are not recommended for survey control.
 DH8147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8147.See file dsdata.txt to determine how the superseded data were derived.
 DH8147
 DH8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4239937444(NAD 83)
 DH8147
 DH8147_MARKER: DD = SURVEY DISK
 DH8147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8147_STAMPING: 0115 G 2005
 DH8147_MARK LOGO: MNDT  
 DH8147_PROJECTION: FLUSH
 DH8147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8147+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8147_ROD/PIPE-DEPTH:  7.6 meters
 DH8147
 DH8147  HISTORY     - Date     Condition        Report By
 DH8147  HISTORY     - 2005     MONUMENTED       MNDT
 DH8147
 DH8147                          STATION DESCRIPTION
 DH8147
 DH8147'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8147'1.0 MILES SOUTH OF BENNETTVILLE. 1.0 MILES SOUTH ALONG TRUNK HIGHWAY
 DH8147'169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 11 IN
 DH8147'BENNETTVILLE, AT TRUNK HIGHWAY 169 MILEPOINT 242.05, 87.4 FEET EAST OF
 DH8147'TRUNK HIGHWAY 169, 36.4 FEET SOUTH OF 260TH LANE, 62.1 FEET SOUTH OF
 DH8147'POWER POLE, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8148 ***********************************************************************
 DH8148  DESIGNATION -  0115 K
 DH8148  PID         -  DH8148
 DH8148  STATE/COUNTY-  MN/AITKIN
 DH8148  COUNTRY     -  US
 DH8148  USGS QUAD   -  GARRISON (1973)
 DH8148
 DH8148                         *CURRENT SURVEY CONTROL
 DH8148  ______________________________________________________________________
 DH8148* NAD 83(2007) POSITION- 46 19 18.75614(N) 093 48 06.71863(W)   ADJUSTED  
 DH8148* NAD 83(2007) ELLIP HT-   356.764 (meters)        (07/07/09)   ADJUSTED
 DH8148* NAD 83(2007) EPOCH   -  2002.00
 DH8148* NAVD 88 ORTHO HEIGHT -   384.3    (meters)    1261.    (feet) GPS OBS   
 DH8148  ______________________________________________________________________
 DH8148  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH8148  GEOID HEIGHT    -        -27.47  (meters)                     GEOID03
 DH8148  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DH8148  NAD 83(2007) X  -   -292,594.253 (meters)                     COMP
 DH8148  NAD 83(2007) Y  - -4,403,049.129 (meters)                     COMP
 DH8148  NAD 83(2007) Z  -  4,590,286.650 (meters)                     COMP
 DH8148  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC09
 DH8148  HORZ ORDER      -  FIRST
 DH8148  ELLP ORDER      -  THIRD     CLASS II
 DH8148
 DH8148.The horizontal coordinates were established by GPS observations
 DH8148.and adjusted by the National Geodetic Survey in July 2009.
 DH8148
 DH8148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH8148.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH8148
 DH8148.The horizontal coordinates are valid at the epoch date displayed above
 DH8148.which is a decimal equivalence of Year/Month/Day.
 DH8148
 DH8148.The orthometric height was determined by GPS observations and a
 DH8148.high-resolution geoid model.
 DH8148
 DH8148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8148
 DH8148.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH8148
 DH8148.The ellipsoidal height was determined by GPS observations
 DH8148.and is referenced to NAD 83.
 DH8148
 DH8148. The following values were computed from the NAD 83(2007) position.
 DH8148
 DH8148;                    North         East     Units Scale Factor Converg.
 DH8148;SPC MN C     -   247,019.048   834,509.200   MT  0.99992205   +0 19 27.0
 DH8148;SPC MN C     -   810,428.33  2,737,885.60   sFT  0.99992205   +0 19 27.0
 DH8148;UTM  15      - 5,130,123.627   438,270.747   MT  0.99964684   -0 34 47.8
 DH8148
 DH8148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8148!SPC MN C     -   0.99994408  x   0.99992205  =   0.99986613
 DH8148!UTM  15      -   0.99994408  x   0.99964684  =   0.99959094
 DH8148
 DH8148                          SUPERSEDED SURVEY CONTROL
 DH8148
 DH8148  NAD 83(1996)-  46 19 18.75589(N)    093 48 06.71805(W) AD(       ) 1
 DH8148  ELLIP H (12/20/05)  356.814  (m)                       GP(       ) 3 2
 DH8148
 DH8148.Superseded values are not recommended for survey control.
 DH8148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8148.See file dsdata.txt to determine how the superseded data were derived.
 DH8148
 DH8148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3827030123(NAD 83)
 DH8148
 DH8148_MARKER: DD = SURVEY DISK
 DH8148_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8148_STAMPING: 0115 K 2005
 DH8148_MARK LOGO: MNDT  
 DH8148_PROJECTION: FLUSH
 DH8148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8148+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH8148_ROD/PIPE-DEPTH:  3.0 meters
 DH8148
 DH8148  HISTORY     - Date     Condition        Report By
 DH8148  HISTORY     - 2005     MONUMENTED       MNDT
 DH8148
 DH8148                          STATION DESCRIPTION
 DH8148
 DH8148'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH8148'2.6 MILES NORTH OF GARRISON. 2.6 MILES NORTH ALONG TRUNK HIGHWAY 169
 DH8148'FROM JUNCTION OF TRUNK HIGHWAYS 169 AND 18 IN GARRISON, AT TRUNK
 DH8148'HIGHWAY 169 MILEPOINT 236.0, 67.9 FEET NORTHWEST OF TRUNK HIGHWAY 169,
 DH8148'53.3 FEET SOUTHWEST OF DRIVEWAY, 1.0 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 CS5836 ***********************************************************************
 CS5836  DESIGNATION -  0116 A
 CS5836  PID         -  CS5836
 CS5836  STATE/COUNTY-  MN/AITKIN
 CS5836  COUNTRY     -  US
 CS5836  USGS QUAD   -  HASSMAN (1973)
 CS5836
 CS5836                         *CURRENT SURVEY CONTROL
 CS5836  ______________________________________________________________________
 CS5836* NAD 83(1986) POSITION- 46 36 34.     (N) 093 36 44.     (W)   SCALED    
 CS5836* NAVD 88 ORTHO HEIGHT -   369.107  (meters)    1210.98  (feet) ADJUSTED  
 CS5836  ______________________________________________________________________
 CS5836  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 CS5836  DYNAMIC HEIGHT  -        369.129 (meters)     1211.05  (feet) COMP
 CS5836  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 CS5836
 CS5836  VERT ORDER      -  SECOND    CLASS I
 CS5836
 CS5836.The horizontal coordinates were scaled from a topographic map and have
 CS5836.an estimated accuracy of +/- 6 seconds.
 CS5836.
 CS5836.The orthometric height was determined by differential leveling and
 CS5836.adjusted in May 2009.
 CS5836
 CS5836.The dynamic height is computed by dividing the NAVD 88
 CS5836.geopotential number by the normal gravity value computed on the
 CS5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CS5836.degrees latitude (g = 980.6199 gals.).
 CS5836
 CS5836.The modeled gravity was interpolated from observed gravity values.
 CS5836
 CS5836;                    North         East    Units  Estimated Accuracy
 CS5836;SPC MN C     -   279,080.      848,860.      MT  (+/- 180 meters Scaled)
 CS5836
 CS5836                          SUPERSEDED SURVEY CONTROL
 CS5836
 CS5836.No superseded survey control is available for this station.
 CS5836
 CS5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531619(NAD 83)
 CS5836
 CS5836_MARKER: DV = VERTICAL CONTROL DISK
 CS5836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CS5836_STAMPING: 0116 A 1983
 CS5836_MARK LOGO: MNDT  
 CS5836_PROJECTION: FLUSH
 CS5836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CS5836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CS5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CS5836+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1997
 CS5836
 CS5836  HISTORY     - Date     Condition        Report By
 CS5836  HISTORY     - UNK      MONUMENTED       MNDT
 CS5836  HISTORY     - 19970719 GOOD             MNDT
 CS5836
 CS5836                          STATION DESCRIPTION
 CS5836
 CS5836'DESCRIBED BY MN DEPT OF TRANSP UNK
 CS5836'
 CS5836
 CS5836                          STATION RECOVERY (1997)
 CS5836
 CS5836'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 CS5836'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF HASSMAN, IN NE
 CS5836'QUADRANT OF JCT OF TH 169 AND TH 210, 49.0 FT (14.9 M) NORTH OF TH
 CS5836'210, 99.6 FT (30.4 M) EAST OF TH 169, 61.52 FT (18.75 M) EAST OF MNDT
 CS5836'STA HASS, 51.2 FT (15.6 M) ESE OF P-POLE, 1.5 FT (0.5 M) SOUTH OF
 CS5836'WITNESS POST, STA IS MNDT ALUMINUM DISK ON 40 FT (12.2 M) LONG DRIVEN
 CS5836'ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1981 ***********************************************************************
 DL1981  DESIGNATION -  0116 AA
 DL1981  PID         -  DL1981
 DL1981  STATE/COUNTY-  MN/AITKIN
 DL1981  COUNTRY     -  US
 DL1981  USGS QUAD   -  HILL CITY (1970)
 DL1981
 DL1981                         *CURRENT SURVEY CONTROL
 DL1981  ______________________________________________________________________
 DL1981* NAD 83(1986) POSITION- 46 54 25.0    (N) 093 36 51.4    (W)   HD_HELD2  
 DL1981* NAVD 88 ORTHO HEIGHT -   388.368  (meters)    1274.17  (feet) ADJUSTED  
 DL1981  ______________________________________________________________________
 DL1981  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 DL1981  DYNAMIC HEIGHT  -        388.392 (meters)     1274.25  (feet) COMP
 DL1981  MODELED GRAVITY -    980,663.2   (mgal)                       NAVD 88
 DL1981
 DL1981  VERT ORDER      -  SECOND    CLASS I
 DL1981
 DL1981.The horizontal coordinates were established by autonomous hand held GPS
 DL1981.observations and have an estimated accuracy of +/- 10 meters.
 DL1981.
 DL1981.The orthometric height was determined by differential leveling and
 DL1981.adjusted in May 2009.
 DL1981
 DL1981.The dynamic height is computed by dividing the NAVD 88
 DL1981.geopotential number by the normal gravity value computed on the
 DL1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1981.degrees latitude (g = 980.6199 gals.).
 DL1981
 DL1981.The modeled gravity was interpolated from observed gravity values.
 DL1981
 DL1981;                    North         East    Units  Estimated Accuracy
 DL1981;SPC MN C     -   312,150.      848,432.      MT  (+/- 10 meters HH2 GPS)
 DL1981
 DL1981                          SUPERSEDED SURVEY CONTROL
 DL1981
 DL1981.No superseded survey control is available for this station.
 DL1981
 DL1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5321895006(NAD 83)
 DL1981
 DL1981_MARKER: DD = SURVEY DISK
 DL1981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1981_STAMPING: 0116 AA 1983
 DL1981_MARK LOGO: MNDT  
 DL1981_PROJECTION: FLUSH
 DL1981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1981+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1981_ROD/PIPE-DEPTH:  9.1 meters
 DL1981
 DL1981  HISTORY     - Date     Condition        Report By
 DL1981  HISTORY     - 1983     MONUMENTED       MNDT
 DL1981  HISTORY     - 19970708 GOOD             MNDT
 DL1981
 DL1981                          STATION DESCRIPTION
 DL1981
 DL1981'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DL1981'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF SHOVEL
 DL1981'LAKE, 6.0 MI (9.7 KM) SOUTH OF HILL CITY AND 2.9 MI (4.7 KM)
 DL1981'EAST-NORTHEAST OF SWATARA, LOCATED ABOUT 5.55 MI (8.9 KM) SOUTH ON
 DL1981'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DL1981'HIGHWAY 200 AT HILL CITY TO GRAVEL ROAD WEST, AT TRUNK HIGHWAY 169
 DL1981'MILEPOST 281.4, 89.6 FT (27.3 M) WEST OF TRUNK HIGHWAY 169, 39.5 FT
 DL1981'(12.0 M) SOUTH OF GRAVEL ROAD, 31.91 FT (9.7 M) WEST-SOUTHWEST OF
 DL1981'STATION DEVLIN MNDT, 1.3 FT (0.4 M) NORTH OF A WITNESS POST, 99.53 FT
 DL1981'(30.3 M) SOUTHWEST OF DEVLIN MNDT REFERENCE MARK 1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1984 ***********************************************************************
 DL1984  DESIGNATION -  0116 AB
 DL1984  PID         -  DL1984
 DL1984  STATE/COUNTY-  MN/AITKIN
 DL1984  COUNTRY     -  US
 DL1984  USGS QUAD   -  HILL CITY (1970)
 DL1984
 DL1984                         *CURRENT SURVEY CONTROL
 DL1984  ______________________________________________________________________
 DL1984* NAD 83(1986) POSITION- 46 55 08.9    (N) 093 36 36.6    (W)   HD_HELD2  
 DL1984* NAVD 88 ORTHO HEIGHT -   386.681  (meters)    1268.64  (feet) ADJUSTED  
 DL1984  ______________________________________________________________________
 DL1984  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DL1984  DYNAMIC HEIGHT  -        386.705 (meters)     1268.71  (feet) COMP
 DL1984  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DL1984
 DL1984  VERT ORDER      -  SECOND    CLASS I
 DL1984
 DL1984.The horizontal coordinates were established by autonomous hand held GPS
 DL1984.observations and have an estimated accuracy of +/- 10 meters.
 DL1984.
 DL1984.The orthometric height was determined by differential leveling and
 DL1984.adjusted in May 2009.
 DL1984
 DL1984.The dynamic height is computed by dividing the NAVD 88
 DL1984.geopotential number by the normal gravity value computed on the
 DL1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1984.degrees latitude (g = 980.6199 gals.).
 DL1984
 DL1984.The modeled gravity was interpolated from observed gravity values.
 DL1984
 DL1984;                    North         East    Units  Estimated Accuracy
 DL1984;SPC MN C     -   313,508.      848,735.      MT  (+/- 10 meters HH2 GPS)
 DL1984
 DL1984                          SUPERSEDED SURVEY CONTROL
 DL1984
 DL1984.No superseded survey control is available for this station.
 DL1984
 DL1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5354196359(NAD 83)
 DL1984
 DL1984_MARKER: DD = SURVEY DISK
 DL1984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1984_STAMPING: 0116 AB 1983
 DL1984_MARK LOGO: MNDT  
 DL1984_PROJECTION: FLUSH
 DL1984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1984+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1984_ROD/PIPE-DEPTH: 18.3 meters
 DL1984
 DL1984  HISTORY     - Date     Condition        Report By
 DL1984  HISTORY     - 1983     MONUMENTED       MNDT
 DL1984  HISTORY     - 19970708 GOOD             MNDT
 DL1984
 DL1984                          STATION DESCRIPTION
 DL1984
 DL1984'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1984'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF SHOVEL
 DL1984'LAKE, 5.2 MI (8.3 KM) SOUTH OF HILL CITY AND 3.4 MI (5.5 KM)
 DL1984'EAST-NORTHEAST OF SWATARA, ABOUT 4.7 MI (7.6 KM) SOUTH ON TH 169 FROM
 DL1984'JCT OF TH 169 AND TH 200 AT HILL CITY TO DRIVEWAY EAST, 74.3 FT (22.6
 DL1984'M) EAST OF TH 169, AT TH 169 MP 282.3, 22.5 FT (6.9 M) SOUTH OF
 DL1984'DRIVEWAY, 2.5 FT (0.8 M) SSW OF P-POLE, 1.1 FT (0.3 M) WEST OF WITNESS
 DL1984'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1994 ***********************************************************************
 DL1994  DESIGNATION -  0116 AC
 DL1994  PID         -  DL1994
 DL1994  STATE/COUNTY-  MN/AITKIN
 DL1994  COUNTRY     -  US
 DL1994  USGS QUAD   -  HILL CITY (1970)
 DL1994
 DL1994                         *CURRENT SURVEY CONTROL
 DL1994  ______________________________________________________________________
 DL1994* NAD 83(1986) POSITION- 46 55 43.1    (N) 093 36 13.0    (W)   HD_HELD2  
 DL1994* NAVD 88 ORTHO HEIGHT -   388.270  (meters)    1273.85  (feet) ADJUSTED  
 DL1994  ______________________________________________________________________
 DL1994  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DL1994  DYNAMIC HEIGHT  -        388.294 (meters)     1273.93  (feet) COMP
 DL1994  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 DL1994
 DL1994  VERT ORDER      -  SECOND    CLASS I
 DL1994
 DL1994.The horizontal coordinates were established by autonomous hand held GPS
 DL1994.observations and have an estimated accuracy of +/- 10 meters.
 DL1994.
 DL1994.The orthometric height was determined by differential leveling and
 DL1994.adjusted in May 2009.
 DL1994
 DL1994.The dynamic height is computed by dividing the NAVD 88
 DL1994.geopotential number by the normal gravity value computed on the
 DL1994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1994.degrees latitude (g = 980.6199 gals.).
 DL1994
 DL1994.The modeled gravity was interpolated from observed gravity values.
 DL1994
 DL1994;                    North         East    Units  Estimated Accuracy
 DL1994;SPC MN C     -   314,568.      849,225.      MT  (+/- 10 meters HH2 GPS)
 DL1994
 DL1994                          SUPERSEDED SURVEY CONTROL
 DL1994
 DL1994.No superseded survey control is available for this station.
 DL1994
 DL1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5404997410(NAD 83)
 DL1994
 DL1994_MARKER: DD = SURVEY DISK
 DL1994_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1994_STAMPING: 0116 AC 1983
 DL1994_MARK LOGO: MNDT  
 DL1994_PROJECTION: PROJECTING 3 CENTIMETERS
 DL1994_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1994+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1994_ROD/PIPE-DEPTH: 17.7 meters
 DL1994
 DL1994  HISTORY     - Date     Condition        Report By
 DL1994  HISTORY     - 1983     MONUMENTED       MNDT
 DL1994  HISTORY     - 19970708 GOOD             MNDT
 DL1994
 DL1994                          STATION DESCRIPTION
 DL1994
 DL1994'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1994'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF SHOVEL
 DL1994'LAKE, 4.5 MI (7.2 KM) SOUTH OF HILL CITY AND 4.0 MI (6.5 KM) NORTHEAST
 DL1994'OF SWATARA, ABOUT 4.0 MI (6.4 KM) SOUTH ON TH 169 FROM JCT OF TH 169
 DL1994'AND TH 200 AT HILL CITY TO GRAVEL RD EAST, AT TH 169 MP 283.0, 88.5 FT
 DL1994'(27.0 M) EAST OF TH 169, 61 FT (18.6 M) SOUTH OF GRAVEL RD, 23.5 FT
 DL1994'(7.2 M) SSE OF P-POLE, ABOUT 31.05 FT (9.46 M) SSE OF STATION DAGLE
 DL1994'MNDT, 1.5 FT (0.5 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1985 ***********************************************************************
 DL1985  DESIGNATION -  0116 AD
 DL1985  PID         -  DL1985
 DL1985  STATE/COUNTY-  MN/AITKIN
 DL1985  COUNTRY     -  US
 DL1985  USGS QUAD   -  HILL CITY (1970)
 DL1985
 DL1985                         *CURRENT SURVEY CONTROL
 DL1985  ______________________________________________________________________
 DL1985* NAD 83(1986) POSITION- 46 56 10.5    (N) 093 36 13.4    (W)   HD_HELD2  
 DL1985* NAVD 88 ORTHO HEIGHT -   388.107  (meters)    1273.31  (feet) ADJUSTED  
 DL1985  ______________________________________________________________________
 DL1985  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 DL1985  DYNAMIC HEIGHT  -        388.131 (meters)     1273.39  (feet) COMP
 DL1985  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 DL1985
 DL1985  VERT ORDER      -  SECOND    CLASS I
 DL1985
 DL1985.The horizontal coordinates were established by autonomous hand held GPS
 DL1985.observations and have an estimated accuracy of +/- 10 meters.
 DL1985.
 DL1985.The orthometric height was determined by differential leveling and
 DL1985.adjusted in May 2009.
 DL1985
 DL1985.The dynamic height is computed by dividing the NAVD 88
 DL1985.geopotential number by the normal gravity value computed on the
 DL1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1985.degrees latitude (g = 980.6199 gals.).
 DL1985
 DL1985.The modeled gravity was interpolated from observed gravity values.
 DL1985
 DL1985;                    North         East    Units  Estimated Accuracy
 DL1985;SPC MN C     -   315,414.      849,210.      MT  (+/- 10 meters HH2 GPS)
 DL1985
 DL1985                          SUPERSEDED SURVEY CONTROL
 DL1985
 DL1985.No superseded survey control is available for this station.
 DL1985
 DL1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5404798256(NAD 83)
 DL1985
 DL1985_MARKER: DD = SURVEY DISK
 DL1985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1985_STAMPING: 0116 AD 1983
 DL1985_MARK LOGO: MNDT  
 DL1985_PROJECTION: FLUSH
 DL1985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1985+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1985_ROD/PIPE-DEPTH: 15.2 meters
 DL1985
 DL1985  HISTORY     - Date     Condition        Report By
 DL1985  HISTORY     - 1983     MONUMENTED       MNDT
 DL1985  HISTORY     - 19970708 GOOD             MNDT
 DL1985
 DL1985                          STATION DESCRIPTION
 DL1985
 DL1985'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1985'THE STATION IS LOCATED ABOUT 7.2 MI (11.7 KM) EAST-SOUTHEAST OF SHOVEL
 DL1985'LAKE, 4.4 MI (7.0 KM) NORTHEAST OF SWATARA AND 3.9 MI (6.3 KM) SOUTH
 DL1985'OF HILL CITY, ABOUT 3.45 MI (5.55 KM) SOUTH ON TH 169 FROM JCT OF TH
 DL1985'169 AND TH 200 AT HILL CITY TO DRIVEWAY WEST, AT TH 169 MP 283.55,
 DL1985'78.0 FT (23.8 M) WEST OF TH 169, 26 FT (7.9 M) NORTH OF DRIVEWAY, 48.8
 DL1985'FT (14.9 M) ENE OF P-POLE, 1.3 FT (0.4 M) ESE OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1987 ***********************************************************************
 DL1987  DESIGNATION -  0116 AE
 DL1987  PID         -  DL1987
 DL1987  STATE/COUNTY-  MN/AITKIN
 DL1987  COUNTRY     -  US
 DL1987  USGS QUAD   -  HILL CITY (1970)
 DL1987
 DL1987                         *CURRENT SURVEY CONTROL
 DL1987  ______________________________________________________________________
 DL1987* NAD 83(1986) POSITION- 46 57 02.3    (N) 093 36 10.6    (W)   HD_HELD2  
 DL1987* NAVD 88 ORTHO HEIGHT -   386.804  (meters)    1269.04  (feet) ADJUSTED  
 DL1987  ______________________________________________________________________
 DL1987  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 DL1987  DYNAMIC HEIGHT  -        386.828 (meters)     1269.12  (feet) COMP
 DL1987  MODELED GRAVITY -    980,665.1   (mgal)                       NAVD 88
 DL1987
 DL1987  VERT ORDER      -  SECOND    CLASS I
 DL1987
 DL1987.The horizontal coordinates were established by autonomous hand held GPS
 DL1987.observations and have an estimated accuracy of +/- 10 meters.
 DL1987.
 DL1987.The orthometric height was determined by differential leveling and
 DL1987.adjusted in May 2009.
 DL1987
 DL1987.The dynamic height is computed by dividing the NAVD 88
 DL1987.geopotential number by the normal gravity value computed on the
 DL1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1987.degrees latitude (g = 980.6199 gals.).
 DL1987
 DL1987.The modeled gravity was interpolated from observed gravity values.
 DL1987
 DL1987;                    North         East    Units  Estimated Accuracy
 DL1987;SPC MN C     -   317,014.      849,256.      MT  (+/- 10 meters HH2 GPS)
 DL1987
 DL1987                          SUPERSEDED SURVEY CONTROL
 DL1987
 DL1987.No superseded survey control is available for this station.
 DL1987
 DL1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5411899855(NAD 83)
 DL1987
 DL1987_MARKER: DD = SURVEY DISK
 DL1987_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL1987_SP_SET: BOX CULVERT
 DL1987_STAMPING: 0116 AE 1983
 DL1987_MARK LOGO: MNDT  
 DL1987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1987+STABILITY: SURFACE MOTION
 DL1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1987+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1987
 DL1987  HISTORY     - Date     Condition        Report By
 DL1987  HISTORY     - 1983     MONUMENTED       MNDT
 DL1987  HISTORY     - 19970708 GOOD             MNDT
 DL1987
 DL1987                          STATION DESCRIPTION
 DL1987
 DL1987'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1987'THE STATION IS LOCATED ABOUT 7.1 MI (11.5 KM) EAST OF SHOVEL LAKE, 5.1
 DL1987'MI (8.2 KM) NORTHEAST OF SWATARA AND 3.0 MI (4.8 KM) SOUTH OF HILL
 DL1987'CITY, ABOUT 2.45 MI (3.94 KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND
 DL1987'TH 200 AT HILL CITY TO GRAVEL RD EAST, AT TH 169 MP 284.55, IN SE COR
 DL1987'OF TH 169 BOX CULVERT, 27.5 FT (8.4 M) EAST OF TH 169, 42 FT (12.8 M)
 DL1987'SOUTH OF GRAVEL RD, 0.4 FT (12.2 CM) NORTH OF SOUTH END OF BOX
 DL1987'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1989 ***********************************************************************
 DL1989  DESIGNATION -  0116 AF
 DL1989  PID         -  DL1989
 DL1989  STATE/COUNTY-  MN/AITKIN
 DL1989  COUNTRY     -  US
 DL1989  USGS QUAD   -  HILL CITY (1970)
 DL1989
 DL1989                         *CURRENT SURVEY CONTROL
 DL1989  ______________________________________________________________________
 DL1989* NAD 83(1986) POSITION- 46 57 41.3    (N) 093 36 09.3    (W)   HD_HELD2  
 DL1989* NAVD 88 ORTHO HEIGHT -   389.043  (meters)    1276.39  (feet) ADJUSTED  
 DL1989  ______________________________________________________________________
 DL1989  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 DL1989  DYNAMIC HEIGHT  -        389.068 (meters)     1276.47  (feet) COMP
 DL1989  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DL1989
 DL1989  VERT ORDER      -  SECOND    CLASS I
 DL1989
 DL1989.The horizontal coordinates were established by autonomous hand held GPS
 DL1989.observations and have an estimated accuracy of +/- 10 meters.
 DL1989.
 DL1989.The orthometric height was determined by differential leveling and
 DL1989.adjusted in May 2009.
 DL1989
 DL1989.The dynamic height is computed by dividing the NAVD 88
 DL1989.geopotential number by the normal gravity value computed on the
 DL1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1989.degrees latitude (g = 980.6199 gals.).
 DL1989
 DL1989.The modeled gravity was interpolated from observed gravity values.
 DL1989
 DL1989;                    North         East    Units  Estimated Accuracy
 DL1989;SPC MN C     -   318,219.      849,274.      MT  (+/- 10 meters HH2 GPS)
 DL1989
 DL1989                          SUPERSEDED SURVEY CONTROL
 DL1989
 DL1989.No superseded survey control is available for this station.
 DL1989
 DL1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5415501058(NAD 83)
 DL1989
 DL1989_MARKER: DD = SURVEY DISK
 DL1989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1989_STAMPING: 0116 AF 1983
 DL1989_MARK LOGO: MNDT  
 DL1989_PROJECTION: RECESSED 5 CENTIMETERS
 DL1989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1989+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1989_ROD/PIPE-DEPTH: 13.7 meters
 DL1989
 DL1989  HISTORY     - Date     Condition        Report By
 DL1989  HISTORY     - 1983     MONUMENTED       MNDT
 DL1989  HISTORY     - 19970708 GOOD             MNDT
 DL1989
 DL1989                          STATION DESCRIPTION
 DL1989
 DL1989'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1989'THE STATION IS LOCATED ABOUT 7.2 MI (11.5 KM) EAST OF SHOVEL LAKE, 5.7
 DL1989'MI (9.1 KM) NORTHEAST OF SWATARA AND 2.2 MI (3.6 KM) SOUTH OF HILL
 DL1989'CITY, ABOUT 1.7 MI (2.7 KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND TH
 DL1989'200 AT HILL CITY TO GRAVEL RD EAST, AT TH 169 MP 285.3, 77.0 FT (23.5
 DL1989'M) EAST OF TH 169, 19 FT (5.8 M) SOUTH OF GRAVEL RD, 6.1 FT (1.9 M)
 DL1989'NORTH OF P-POLE, 1.5 FT (0.5 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3199 ***********************************************************************
 DI3199  DESIGNATION -  0116 AG RESET
 DI3199  PID         -  DI3199
 DI3199  STATE/COUNTY-  MN/AITKIN
 DI3199  COUNTRY     -  US
 DI3199  USGS QUAD   -  HILL CITY (1970)
 DI3199
 DI3199                         *CURRENT SURVEY CONTROL
 DI3199  ______________________________________________________________________
 DI3199* NAD 83(1986) POSITION- 46 58 19.0    (N) 093 36 09.6    (W)   HD_HELD2  
 DI3199* NAVD 88 ORTHO HEIGHT -   390.571  (meters)    1281.40  (feet) ADJUSTED  
 DI3199  ______________________________________________________________________
 DI3199  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DI3199  DYNAMIC HEIGHT  -        390.596 (meters)     1281.48  (feet) COMP
 DI3199  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 DI3199
 DI3199  VERT ORDER      -  SECOND    CLASS I
 DI3199
 DI3199.The horizontal coordinates were established by autonomous hand held GPS
 DI3199.observations and have an estimated accuracy of +/- 10 meters.
 DI3199.
 DI3199.The orthometric height was determined by differential leveling and
 DI3199.adjusted in June 2007.
 DI3199
 DI3199.No vertical observational check was made to the station.
 DI3199
 DI3199.The dynamic height is computed by dividing the NAVD 88
 DI3199.geopotential number by the normal gravity value computed on the
 DI3199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3199.degrees latitude (g = 980.6199 gals.).
 DI3199
 DI3199.The modeled gravity was interpolated from observed gravity values.
 DI3199
 DI3199;                    North         East    Units  Estimated Accuracy
 DI3199;SPC MN C     -   319,383.      849,258.      MT  (+/- 10 meters HH2 GPS)
 DI3199
 DI3199                          SUPERSEDED SURVEY CONTROL
 DI3199
 DI3199.No superseded survey control is available for this station.
 DI3199
 DI3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5415702222(NAD 83)
 DI3199
 DI3199_MARKER: DD = SURVEY DISK
 DI3199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3199_STAMPING: 0116 AG 1983 RESET 2002
 DI3199_MARK LOGO: MNDT  
 DI3199_PROJECTION: FLUSH
 DI3199_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3199+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DI3199_ROD/PIPE-DEPTH: 13.7 meters
 DI3199
 DI3199  HISTORY     - Date     Condition        Report By
 DI3199  HISTORY     - 2002     MONUMENTED       MNDT
 DI3199
 DI3199                          STATION DESCRIPTION
 DI3199
 DI3199'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DI3199'THE MARK IS 1 MI (1.6 KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND TH
 DI3199'200 AT HILL CITY TO CO RD 81 EAST, AT TH 169 MP 286, 91 FT (27.7 M)
 DI3199'WEST OF TH 169, 38.8 FT (11.8 M) SOUTH OF CO RD 82, 3.1 FT (0.9 M)
 DI3199'WEST OF P-POLE, 1.9 FT (0.6 M) WEST OF WIT POST, MAGNETIC, SUITABLE
 DI3199'FOR GPS.  ROD DEPTH IS 45 FT.  (13.7 M) POST.  THE MARK, A STANDARD
 DI3199'MNDT GEODETIC CONTROL DISK SET ON TOP OF A 35 FT (10.7 M) ROD WITH A 3
 DI3199'FT (0.9 M) STABILIZER FIN, FLUSH,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3200 ***********************************************************************
 DI3200  DESIGNATION -  0116 AH
 DI3200  PID         -  DI3200
 DI3200  STATE/COUNTY-  MN/AITKIN
 DI3200  COUNTRY     -  US
 DI3200  USGS QUAD   -  HILL CITY (1970)
 DI3200
 DI3200                         *CURRENT SURVEY CONTROL
 DI3200  ______________________________________________________________________
 DI3200* NAD 83(1986) POSITION- 46 58 44.40   (N) 093 36 14.40   (W)   HD_HELD1  
 DI3200* NAVD 88 ORTHO HEIGHT -   388.923  (meters)    1275.99  (feet) ADJUSTED  
 DI3200  ______________________________________________________________________
 DI3200  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 DI3200  DYNAMIC HEIGHT  -        388.948 (meters)     1276.07  (feet) COMP
 DI3200  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DI3200
 DI3200  VERT ORDER      -  SECOND    CLASS I
 DI3200
 DI3200.The horizontal coordinates were scaled from a topographic map and have
 DI3200.an estimated accuracy of +/- 6 seconds.
 DI3200.
 DI3200.The orthometric height was determined by differential leveling and
 DI3200.adjusted in June 2007.
 DI3200
 DI3200.No vertical observational check was made to the station.
 DI3200
 DI3200.The dynamic height is computed by dividing the NAVD 88
 DI3200.geopotential number by the normal gravity value computed on the
 DI3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3200.degrees latitude (g = 980.6199 gals.).
 DI3200
 DI3200.The modeled gravity was interpolated from observed gravity values.
 DI3200
 DI3200;                    North         East    Units  Estimated Accuracy
 DI3200;SPC MN C     -   320,166.1     849,150.2     MT  (+/- 3 meters HH1 GPS) 
 DI3200
 DI3200                          SUPERSEDED SURVEY CONTROL
 DI3200
 DI3200.No superseded survey control is available for this station.
 DI3200
 DI3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5406203007(NAD 83)
 DI3200
 DI3200_MARKER: DV = VERTICAL CONTROL DISK
 DI3200_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI3200_SP_SET: BOX CULVERT
 DI3200_STAMPING: 0116 AH 1983
 DI3200_MARK LOGO: MNDT  
 DI3200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3200+STABILITY: SURFACE MOTION
 DI3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3200+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2007
 DI3200
 DI3200  HISTORY     - Date     Condition        Report By
 DI3200  HISTORY     - 1983     MONUMENTED       MNDT
 DI3200  HISTORY     - 19970708 GOOD             MNDT
 DI3200  HISTORY     - 20020410 GOOD             MNDT
 DI3200  HISTORY     - 20070111 GOOD             MNDT
 DI3200
 DI3200                          STATION DESCRIPTION
 DI3200
 DI3200'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DI3200'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF SHOVEL
 DI3200'LAKE, 6.6 MI (10.7 KM) NORTH-NORTHEAST OF SWATARA AND 1.0 MI (1.7 KM)
 DI3200'SOUTH-SOUTHWEST OF HILL CITY.  THE MARK IS LOCATED ABOUT 0.5 MI
 DI3200'(0.8 KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND TH 200 AT HILL CITY,
 DI3200'IN SE END OF TH 169 TRIPLE BOX CULVERT 91863 OVER HILL RIVER, AT TH
 DI3200'169 MP 286.5, 45.6 FT (13.9 M) EAST OF TH 169, 49.1 FT (15.0 M) SSW OF
 DI3200'P-POLE.
 DI3200
 DI3200                          STATION RECOVERY (2002)
 DI3200
 DI3200'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DI3200'RECOVERED AS DESCRIBED.
 DI3200
 DI3200                          STATION RECOVERY (2007)
 DI3200
 DI3200'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DI3200'THE MARK WAS RECOVERED AS DESCRIBED. THE MARK IS LOCATED ABOUT 0.5 MI
 DI3200'(0.8 KM) SOUTH ON TH 169 FROM JUNCTION OF TH 169 AND TH 200 AT HILL
 DI3200'CITY, IN THE SE END OF THE TH 169 TRIPLE BOX CULVERT 91863 OVER HILL
 DI3200'RIVER, AT THE TH 169 MP 286.5, 45.6 FT (13.9 M) EAST OF TH 169, 49.1
 DI3200'FT (15.0 M) SOUTH-SOUTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3198 ***********************************************************************
 DI3198  DESIGNATION -  0116 AJ RESET
 DI3198  PID         -  DI3198
 DI3198  STATE/COUNTY-  MN/AITKIN
 DI3198  COUNTRY     -  US
 DI3198  USGS QUAD   -  HILL CITY (1970)
 DI3198
 DI3198                         *CURRENT SURVEY CONTROL
 DI3198  ______________________________________________________________________
 DI3198* NAD 83(1986) POSITION- 46 59 12.0    (N) 093 36 15.9    (W)   HD_HELD2  
 DI3198* NAVD 88 ORTHO HEIGHT -   389.624  (meters)    1278.29  (feet) ADJUSTED  
 DI3198  ______________________________________________________________________
 DI3198  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 DI3198  DYNAMIC HEIGHT  -        389.649 (meters)     1278.37  (feet) COMP
 DI3198  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DI3198
 DI3198  VERT ORDER      -  SECOND    CLASS I
 DI3198
 DI3198.The horizontal coordinates were established by autonomous hand held GPS
 DI3198.observations and have an estimated accuracy of +/- 10 meters.
 DI3198.
 DI3198.The orthometric height was determined by differential leveling and
 DI3198.adjusted in June 2007.
 DI3198
 DI3198.No vertical observational check was made to the station.
 DI3198
 DI3198.The dynamic height is computed by dividing the NAVD 88
 DI3198.geopotential number by the normal gravity value computed on the
 DI3198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3198.degrees latitude (g = 980.6199 gals.).
 DI3198
 DI3198.The modeled gravity was interpolated from observed gravity values.
 DI3198
 DI3198;                    North         East    Units  Estimated Accuracy
 DI3198;SPC MN C     -   321,018.      849,112.      MT  (+/- 10 meters HH2 GPS)
 DI3198
 DI3198                          SUPERSEDED SURVEY CONTROL
 DI3198
 DI3198.No superseded survey control is available for this station.
 DI3198
 DI3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5403703859(NAD 83)
 DI3198
 DI3198_MARKER: DD = SURVEY DISK
 DI3198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3198_STAMPING: 0116 AJ 1983 RESET 2002
 DI3198_MARK LOGO: MNDT  
 DI3198_PROJECTION: FLUSH
 DI3198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3198+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DI3198_ROD/PIPE-DEPTH: 13.1 meters
 DI3198
 DI3198  HISTORY     - Date     Condition        Report By
 DI3198  HISTORY     - 2002     MONUMENTED       MNDT
 DI3198
 DI3198                          STATION DESCRIPTION
 DI3198
 DI3198'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DI3198'THE MARK IS IN SW PART OF HILL CITY, IN NE QUADRANT OF JCT OF TH 169
 DI3198'AND TH 200, 44.5 FT (13.6 M) NORTH OF TH 200, 61 FT (18.6 M) EAST OF
 DI3198'TH 169, 15.7 FT (4.8 M) NE OF P-POLE, 2.5 FT (0.8 M) NE OF WIT POST.
 DI3198'THE MARK, A STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP OF A 43 FT
 DI3198'(13.1 M) ROD WITH A 3 FT (0.9 M) STABILIZER FIN, FLUSH, MAGNETIC, AND
 DI3198'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1949 ***********************************************************************
 DL1949  DESIGNATION -  0116 AK
 DL1949  PID         -  DL1949
 DL1949  STATE/COUNTY-  MN/AITKIN
 DL1949  COUNTRY     -  US
 DL1949  USGS QUAD   -  WAUKENABO (1973)
 DL1949
 DL1949                         *CURRENT SURVEY CONTROL
 DL1949  ______________________________________________________________________
 DL1949* NAD 83(1986) POSITION- 46 39 03.     (N) 093 36 45.     (W)   SCALED    
 DL1949* NAVD 88 ORTHO HEIGHT -   371.572  (meters)    1219.07  (feet) ADJUSTED  
 DL1949  ______________________________________________________________________
 DL1949  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DL1949  DYNAMIC HEIGHT  -        371.594 (meters)     1219.14  (feet) COMP
 DL1949  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DL1949
 DL1949  VERT ORDER      -  SECOND    CLASS I
 DL1949
 DL1949.The horizontal coordinates were scaled from a topographic map and have
 DL1949.an estimated accuracy of +/- 6 seconds.
 DL1949.
 DL1949.The orthometric height was determined by differential leveling and
 DL1949.adjusted in May 2009.
 DL1949
 DL1949.The dynamic height is computed by dividing the NAVD 88
 DL1949.geopotential number by the normal gravity value computed on the
 DL1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1949.degrees latitude (g = 980.6199 gals.).
 DL1949
 DL1949.The modeled gravity was interpolated from observed gravity values.
 DL1949
 DL1949;                    North         East    Units  Estimated Accuracy
 DL1949;SPC MN C     -   283,680.      848,800.      MT  (+/- 180 meters Scaled)
 DL1949
 DL1949                          SUPERSEDED SURVEY CONTROL
 DL1949
 DL1949.No superseded survey control is available for this station.
 DL1949
 DL1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531665(NAD 83)
 DL1949
 DL1949_MARKER: DB = BENCH MARK DISK
 DL1949_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1949_SP_SET: BRIDGE RAILING
 DL1949_STAMPING: 0116 AK 1993
 DL1949_MARK LOGO: MNDT  
 DL1949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1949+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1949
 DL1949  HISTORY     - Date     Condition        Report By
 DL1949  HISTORY     - 1993     MONUMENTED       MNDT
 DL1949  HISTORY     - 19970710 GOOD             MNDT
 DL1949
 DL1949                          STATION DESCRIPTION
 DL1949
 DL1949'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1949'THE STATION IS LOCATED ABOUT 7.3 MI (11.8 KM) SOUTHWEST OF PALISADE,
 DL1949'6.2 MI (10.0 KM) SOUTH OF WAUKENABO AND 3.4 MI (5.5 KM) NORTH OF
 DL1949'HASSMAN, IN RAILING AT SE CORNER OF BRIDGE NO 01004 OVER MISSISSPPI
 DL1949'RIVER, 2.85 MI (4.59 KM) NORTH ALONG TH 169 FROM JCT OF TH 169 AND TH
 DL1949'210 IN HASSMAN, AT TH 169 MP 263.45, 22.5 FT (6.9 M) EAST OF TH 169,
 DL1949'11.0 FT (3.4 M) NORTH OF SE CORNER OF GUARD RAIL, 2.9 FT (0.9 M) ABOVE
 DL1949'PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1945 ***********************************************************************
 DL1945  DESIGNATION -  0116 B
 DL1945  PID         -  DL1945
 DL1945  STATE/COUNTY-  MN/AITKIN
 DL1945  COUNTRY     -  US
 DL1945  USGS QUAD   -  HASSMAN (1973)
 DL1945
 DL1945                         *CURRENT SURVEY CONTROL
 DL1945  ______________________________________________________________________
 DL1945* NAD 83(1986) POSITION- 46 37 25.     (N) 093 36 45.     (W)   SCALED    
 DL1945* NAVD 88 ORTHO HEIGHT -   368.937  (meters)    1210.42  (feet) ADJUSTED  
 DL1945  ______________________________________________________________________
 DL1945  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DL1945  DYNAMIC HEIGHT  -        368.959 (meters)     1210.49  (feet) COMP
 DL1945  MODELED GRAVITY -    980,662.1   (mgal)                       NAVD 88
 DL1945
 DL1945  VERT ORDER      -  SECOND    CLASS I
 DL1945
 DL1945.The horizontal coordinates were scaled from a topographic map and have
 DL1945.an estimated accuracy of +/- 6 seconds.
 DL1945.
 DL1945.The orthometric height was determined by differential leveling and
 DL1945.adjusted in May 2009.
 DL1945
 DL1945.The dynamic height is computed by dividing the NAVD 88
 DL1945.geopotential number by the normal gravity value computed on the
 DL1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1945.degrees latitude (g = 980.6199 gals.).
 DL1945
 DL1945.The modeled gravity was interpolated from observed gravity values.
 DL1945
 DL1945;                    North         East    Units  Estimated Accuracy
 DL1945;SPC MN C     -   280,660.      848,820.      MT  (+/- 180 meters Scaled)
 DL1945
 DL1945                          SUPERSEDED SURVEY CONTROL
 DL1945
 DL1945.No superseded survey control is available for this station.
 DL1945
 DL1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531635(NAD 83)
 DL1945
 DL1945_MARKER: DD = SURVEY DISK
 DL1945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1945_STAMPING: 0116 B 1983
 DL1945_MARK LOGO: MNDT  
 DL1945_PROJECTION: RECESSED 8 CENTIMETERS
 DL1945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1945+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1945_ROD/PIPE-DEPTH: 10.7 meters
 DL1945
 DL1945  HISTORY     - Date     Condition        Report By
 DL1945  HISTORY     - 1983     MONUMENTED       MNDT
 DL1945  HISTORY     - 19970710 GOOD             MNDT
 DL1945
 DL1945                          STATION DESCRIPTION
 DL1945
 DL1945'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1945'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF HASSMAN, 1.0 MI
 DL1945'(1.6 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP
 DL1945'261.55, 86.7 FT (26.4 M) WEST OF TH 169, 29 FT (8.8 M) NORTH OF ENT,
 DL1945'59.0 FT (18.0 M) NW OF NORTH END OF METAL CULVERT, 1.3 FT (0.4 M)
 DL1945'SOUTH OF WIT POST, STA IS MNDT ALUMINUM DISK ON 35 FT (10.7 M) LONG
 DL1945'DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1946 ***********************************************************************
 DL1946  DESIGNATION -  0116 C
 DL1946  PID         -  DL1946
 DL1946  STATE/COUNTY-  MN/AITKIN
 DL1946  COUNTRY     -  US
 DL1946  USGS QUAD   -  WAUKENABO (1973)
 DL1946
 DL1946                         *CURRENT SURVEY CONTROL
 DL1946  ______________________________________________________________________
 DL1946* NAD 83(1986) POSITION- 46 38 06.     (N) 093 36 43.     (W)   SCALED    
 DL1946* NAVD 88 ORTHO HEIGHT -   369.333  (meters)    1211.72  (feet) ADJUSTED  
 DL1946  ______________________________________________________________________
 DL1946  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DL1946  DYNAMIC HEIGHT  -        369.355 (meters)     1211.79  (feet) COMP
 DL1946  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DL1946
 DL1946  VERT ORDER      -  SECOND    CLASS I
 DL1946
 DL1946.The horizontal coordinates were scaled from a topographic map and have
 DL1946.an estimated accuracy of +/- 6 seconds.
 DL1946.
 DL1946.The orthometric height was determined by differential leveling and
 DL1946.adjusted in May 2009.
 DL1946
 DL1946.The dynamic height is computed by dividing the NAVD 88
 DL1946.geopotential number by the normal gravity value computed on the
 DL1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1946.degrees latitude (g = 980.6199 gals.).
 DL1946
 DL1946.The modeled gravity was interpolated from observed gravity values.
 DL1946
 DL1946;                    North         East    Units  Estimated Accuracy
 DL1946;SPC MN C     -   281,920.      848,850.      MT  (+/- 180 meters Scaled)
 DL1946
 DL1946                          SUPERSEDED SURVEY CONTROL
 DL1946
 DL1946.No superseded survey control is available for this station.
 DL1946
 DL1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531647(NAD 83)
 DL1946
 DL1946_MARKER: DD = SURVEY DISK
 DL1946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1946_STAMPING: 0116 C 1983
 DL1946_MARK LOGO: MNDT  
 DL1946_PROJECTION: FLUSH
 DL1946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1946+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1946_ROD/PIPE-DEPTH: 12.2 meters
 DL1946
 DL1946  HISTORY     - Date     Condition        Report By
 DL1946  HISTORY     - 1983     MONUMENTED       MNDT
 DL1946  HISTORY     - 19970710 GOOD             MNDT
 DL1946
 DL1946                          STATION DESCRIPTION
 DL1946
 DL1946'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1946'THE MARK IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH OF HASSMAN, 1.75 MI
 DL1946'(2.8 KM) NORTH ON TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL1946'169 AND TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 169 MILEPOST 262.35, 54.5
 DL1946'FT (16.6 M) EAST OF TRUNK HIGHWAY 169, 1.3 FT (0.4 M) NORTH-NORTHEAST
 DL1946'OF A WITNESS POST, STATION IS MNDT ALUMINUM DISK ON 40 FT (12.2 M)
 DL1946'LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1948 ***********************************************************************
 DL1948  DESIGNATION -  0116 D
 DL1948  PID         -  DL1948
 DL1948  STATE/COUNTY-  MN/AITKIN
 DL1948  COUNTRY     -  US
 DL1948  USGS QUAD   -  WAUKENABO (1973)
 DL1948
 DL1948                         *CURRENT SURVEY CONTROL
 DL1948  ______________________________________________________________________
 DL1948* NAD 83(1986) POSITION- 46 38 45.     (N) 093 36 42.     (W)   SCALED    
 DL1948* NAVD 88 ORTHO HEIGHT -   368.069  (meters)    1207.57  (feet) ADJUSTED  
 DL1948  ______________________________________________________________________
 DL1948  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DL1948  DYNAMIC HEIGHT  -        368.091 (meters)     1207.65  (feet) COMP
 DL1948  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DL1948
 DL1948  VERT ORDER      -  SECOND    CLASS I
 DL1948
 DL1948.The horizontal coordinates were scaled from a topographic map and have
 DL1948.an estimated accuracy of +/- 6 seconds.
 DL1948.
 DL1948.The orthometric height was determined by differential leveling and
 DL1948.adjusted in May 2009.
 DL1948
 DL1948.The dynamic height is computed by dividing the NAVD 88
 DL1948.geopotential number by the normal gravity value computed on the
 DL1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1948.degrees latitude (g = 980.6199 gals.).
 DL1948
 DL1948.The modeled gravity was interpolated from observed gravity values.
 DL1948
 DL1948;                    North         East    Units  Estimated Accuracy
 DL1948;SPC MN C     -   283,130.      848,870.      MT  (+/- 180 meters Scaled)
 DL1948
 DL1948                          SUPERSEDED SURVEY CONTROL
 DL1948
 DL1948.No superseded survey control is available for this station.
 DL1948
 DL1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531659(NAD 83)
 DL1948
 DL1948_MARKER: DD = SURVEY DISK
 DL1948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1948_STAMPING: 0116 D 1983
 DL1948_MARK LOGO: MNDT  
 DL1948_PROJECTION: FLUSH
 DL1948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1948+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1948_ROD/PIPE-DEPTH: 16.8 meters
 DL1948
 DL1948  HISTORY     - Date     Condition        Report By
 DL1948  HISTORY     - 1983     MONUMENTED       MNDT
 DL1948  HISTORY     - 19970710 GOOD             MNDT
 DL1948
 DL1948                          STATION DESCRIPTION
 DL1948
 DL1948'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1948'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF HASSMAN, 2.45 MI
 DL1948'(3.94 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, IN NE
 DL1948'QUADRANT OF JCT OF TH 169 AND E-W GRAVEL RD, AT TH 169 MP 263.05, 64.5
 DL1948'FT (19.7 M) EAST OF TH 169, 43 FT (13.1 M) NORTH OF GRAVEL RD T373,
 DL1948'39.2 FT (11.9 M) NNE OF END GUARDRAIL POST, 1.3 FT (0.4 M) NORTH OF
 DL1948'WITNESS POST, ABOUT 69 FT (21.0 M) NNE OF STATION WHISP MNDT, ABOUT 89
 DL1948'FT (27.1 M) NNW OF WHISP MNDT RM 2, STA IS MNDT ALUMINUM DISK ON 55 FT
 DL1948'(16.8 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1950 ***********************************************************************
 DL1950  DESIGNATION -  0116 F
 DL1950  PID         -  DL1950
 DL1950  STATE/COUNTY-  MN/AITKIN
 DL1950  COUNTRY     -  US
 DL1950  USGS QUAD   -  WAUKENABO (1973)
 DL1950
 DL1950                         *CURRENT SURVEY CONTROL
 DL1950  ______________________________________________________________________
 DL1950* NAD 83(1986) POSITION- 46 39 49.     (N) 093 36 52.     (W)   SCALED    
 DL1950* NAVD 88 ORTHO HEIGHT -   367.853  (meters)    1206.86  (feet) ADJUSTED  
 DL1950  ______________________________________________________________________
 DL1950  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 DL1950  DYNAMIC HEIGHT  -        367.875 (meters)     1206.94  (feet) COMP
 DL1950  MODELED GRAVITY -    980,664.1   (mgal)                       NAVD 88
 DL1950
 DL1950  VERT ORDER      -  SECOND    CLASS I
 DL1950
 DL1950.The horizontal coordinates were scaled from a topographic map and have
 DL1950.an estimated accuracy of +/- 6 seconds.
 DL1950.
 DL1950.The orthometric height was determined by differential leveling and
 DL1950.adjusted in May 2009.
 DL1950
 DL1950.The dynamic height is computed by dividing the NAVD 88
 DL1950.geopotential number by the normal gravity value computed on the
 DL1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1950.degrees latitude (g = 980.6199 gals.).
 DL1950
 DL1950.The modeled gravity was interpolated from observed gravity values.
 DL1950
 DL1950;                    North         East    Units  Estimated Accuracy
 DL1950;SPC MN C     -   285,100.      848,640.      MT  (+/- 180 meters Scaled)
 DL1950
 DL1950                          SUPERSEDED SURVEY CONTROL
 DL1950
 DL1950.No superseded survey control is available for this station.
 DL1950
 DL1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM529679(NAD 83)
 DL1950
 DL1950_MARKER: DD = SURVEY DISK
 DL1950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1950_STAMPING: 0116 F 1983
 DL1950_MARK LOGO: MNDT  
 DL1950_PROJECTION: FLUSH
 DL1950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1950+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1950_ROD/PIPE-DEPTH:  9.1 meters
 DL1950
 DL1950  HISTORY     - Date     Condition        Report By
 DL1950  HISTORY     - 1983     MONUMENTED       MNDT
 DL1950  HISTORY     - 19970710 GOOD             MNDT
 DL1950
 DL1950                          STATION DESCRIPTION
 DL1950
 DL1950'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1950'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTH OF HASSMAN, 3.7 MI
 DL1950'(6.0 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, ABOUT 1 MI
 DL1950'(1.6 KM) NORTH OF TH 169 BRIDGE OVER MISSISSIPPI RIVER, 72 FT (21.9 M)
 DL1950'EAST OF TH 169 OPPOSITE ENTRANCE WEST, 13.5 FT (4.1 M) WSW OF 30 INCH
 DL1950'OAK TREE, ABOUT 141.93 FT (43.26 M) EAST OF MNDT STATION BIG PINE,
 DL1950'ABOUT 150 FT (45.7 M) ESE OF BIG PINE RM 1, 0.8 FT (24.4 CM) SOUTH OF
 DL1950'WITNESS POST, STATION IS MNDT ALUMINUM DISK ON 30 FT (9.1 M) LONG
 DL1950'DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1952 ***********************************************************************
 DL1952  DESIGNATION -  0116 G
 DL1952  PID         -  DL1952
 DL1952  STATE/COUNTY-  MN/AITKIN
 DL1952  COUNTRY     -  US
 DL1952  USGS QUAD   -  WAUKENABO (1973)
 DL1952
 DL1952                         *CURRENT SURVEY CONTROL
 DL1952  ______________________________________________________________________
 DL1952* NAD 83(1986) POSITION- 46 40 27.     (N) 093 36 28.     (W)   SCALED    
 DL1952* NAVD 88 ORTHO HEIGHT -   368.868  (meters)    1210.19  (feet) ADJUSTED  
 DL1952  ______________________________________________________________________
 DL1952  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 DL1952  DYNAMIC HEIGHT  -        368.891 (meters)     1210.27  (feet) COMP
 DL1952  MODELED GRAVITY -    980,664.8   (mgal)                       NAVD 88
 DL1952
 DL1952  VERT ORDER      -  SECOND    CLASS I
 DL1952
 DL1952.The horizontal coordinates were scaled from a topographic map and have
 DL1952.an estimated accuracy of +/- 6 seconds.
 DL1952.
 DL1952.The orthometric height was determined by differential leveling and
 DL1952.adjusted in May 2009.
 DL1952
 DL1952.The dynamic height is computed by dividing the NAVD 88
 DL1952.geopotential number by the normal gravity value computed on the
 DL1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1952.degrees latitude (g = 980.6199 gals.).
 DL1952
 DL1952.The modeled gravity was interpolated from observed gravity values.
 DL1952
 DL1952;                    North         East    Units  Estimated Accuracy
 DL1952;SPC MN C     -   286,280.      849,140.      MT  (+/- 180 meters Scaled)
 DL1952
 DL1952                          SUPERSEDED SURVEY CONTROL
 DL1952
 DL1952.No superseded survey control is available for this station.
 DL1952
 DL1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM535691(NAD 83)
 DL1952
 DL1952_MARKER: DB = BENCH MARK DISK
 DL1952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1952_STAMPING: 0116 G 1983
 DL1952_MARK LOGO: MNDT  
 DL1952_PROJECTION: FLUSH
 DL1952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1952+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1952_ROD/PIPE-DEPTH:  7.6 meters
 DL1952
 DL1952  HISTORY     - Date     Condition        Report By
 DL1952  HISTORY     - 1983     MONUMENTED       MNDT
 DL1952  HISTORY     - 19970710 GOOD             MNDT
 DL1952
 DL1952                          STATION DESCRIPTION
 DL1952
 DL1952'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1952'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH OF HASSMAN, 4.5 MI
 DL1952'(7.2 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP
 DL1952'265.1, 90.2 FT (27.5 M) EAST OF TH 169, 30 FT (9.1 M) SOUTH OF CO RD
 DL1952'10, 28.0 FT (8.5 M) NE OF CABLE MARKER, 0.9 FT (27.4 CM) EAST OF
 DL1952'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1953 ***********************************************************************
 DL1953  DESIGNATION -  0116 H
 DL1953  PID         -  DL1953
 DL1953  STATE/COUNTY-  MN/AITKIN
 DL1953  COUNTRY     -  US
 DL1953  USGS QUAD   -  WAUKENABO (1973)
 DL1953
 DL1953                         *CURRENT SURVEY CONTROL
 DL1953  ______________________________________________________________________
 DL1953* NAD 83(1986) POSITION- 46 41 06.     (N) 093 36 03.     (W)   SCALED    
 DL1953* NAVD 88 ORTHO HEIGHT -   368.159  (meters)    1207.87  (feet) ADJUSTED  
 DL1953  ______________________________________________________________________
 DL1953  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 DL1953  DYNAMIC HEIGHT  -        368.182 (meters)     1207.94  (feet) COMP
 DL1953  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DL1953
 DL1953  VERT ORDER      -  SECOND    CLASS I
 DL1953
 DL1953.The horizontal coordinates were scaled from a topographic map and have
 DL1953.an estimated accuracy of +/- 6 seconds.
 DL1953.
 DL1953.The orthometric height was determined by differential leveling and
 DL1953.adjusted in May 2009.
 DL1953
 DL1953.The dynamic height is computed by dividing the NAVD 88
 DL1953.geopotential number by the normal gravity value computed on the
 DL1953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1953.degrees latitude (g = 980.6199 gals.).
 DL1953
 DL1953.The modeled gravity was interpolated from observed gravity values.
 DL1953
 DL1953;                    North         East    Units  Estimated Accuracy
 DL1953;SPC MN C     -   287,490.      849,660.      MT  (+/- 180 meters Scaled)
 DL1953
 DL1953                          SUPERSEDED SURVEY CONTROL
 DL1953
 DL1953.No superseded survey control is available for this station.
 DL1953
 DL1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM540703(NAD 83)
 DL1953
 DL1953_MARKER: DB = BENCH MARK DISK
 DL1953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1953_STAMPING: 0116 H 1983
 DL1953_MARK LOGO: MNDT  
 DL1953_PROJECTION: FLUSH
 DL1953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1953+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1953_ROD/PIPE-DEPTH: 10.7 meters
 DL1953
 DL1953  HISTORY     - Date     Condition        Report By
 DL1953  HISTORY     - 1983     MONUMENTED       MNDT
 DL1953  HISTORY     - 19970710 GOOD             MNDT
 DL1953
 DL1953                          STATION DESCRIPTION
 DL1953
 DL1953'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1953'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF HASSMAN, 5.7 MI
 DL1953'(9.1 KM) WEST-SOUTHWEST OF PALISADE AND 3.8 MI (6.1 KM) SOUTH OF
 DL1953'WAUKENABO.  5.25 MI (8.45 KM) NORTH OF JCT TH 169 AND TH 210, TH 169
 DL1953'MP 265.9, 79 FT (24.1 M) EAST OF TH 169, 1.8 FT (0.5 M) WEST OF FENCE,
 DL1953'1.5 FT (0.5 M) SSW OF WIT POST, 71.99 FT (21.94 M) SSE OF MNDT STATION
 DL1953'OXBOW.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5442 ***********************************************************************
 DF5442  DESIGNATION -  0116 J
 DF5442  PID         -  DF5442
 DF5442  STATE/COUNTY-  MN/AITKIN
 DF5442  COUNTRY     -  US
 DF5442  USGS QUAD   -  WAUKENABO (1973)
 DF5442
 DF5442                         *CURRENT SURVEY CONTROL
 DF5442  ______________________________________________________________________
 DF5442* NAD 83(2007) POSITION- 46 41 46.66749(N) 093 36 04.29412(W)   ADJUSTED  
 DF5442* NAD 83(2007) ELLIP HT-   344.022 (meters)        (02/10/07)   ADJUSTED
 DF5442* NAD 83(2007) EPOCH   -  2002.00
 DF5442* NAVD 88 ORTHO HEIGHT -   372.223  (meters)    1221.20  (feet) ADJUSTED  
 DF5442  ______________________________________________________________________
 DF5442  NAD 83(2007) X  -   -275,273.934 (meters)                     COMP
 DF5442  NAD 83(2007) Y  - -4,373,900.837 (meters)                     COMP
 DF5442  NAD 83(2007) Z  -  4,618,924.133 (meters)                     COMP
 DF5442  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC09
 DF5442  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DF5442  DYNAMIC HEIGHT  -        372.246 (meters)     1221.28  (feet) COMP
 DF5442  MODELED GRAVITY -    980,665.7   (mgal)                       NAVD 88
 DF5442
 DF5442  VERT ORDER      -  SECOND    CLASS I
 DF5442
 DF5442  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5442  Type                                         Horiz  Ellip  Dist(km)
 DF5442  -------------------------------------------------------------------
 DF5442  NETWORK                                       0.66   0.73
 DF5442  -------------------------------------------------------------------
 DF5442  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.67   0.69      3.80
 DF5442  -------------------------------------------------------------------
 DF5442  NOTE: Click here for information on individual local accuracy
 DF5442  values and other accuracy information.
 DF5442
 DF5442
 DF5442.The horizontal coordinates were established by GPS observations
 DF5442.and adjusted by the National Geodetic Survey in February 2007.
 DF5442
 DF5442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5442.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5442
 DF5442.The horizontal coordinates are valid at the epoch date displayed above
 DF5442.which is a decimal equivalence of Year/Month/Day.
 DF5442
 DF5442.The orthometric height was determined by differential leveling and
 DF5442.adjusted in May 2009.
 DF5442
 DF5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5442
 DF5442.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5442
 DF5442.The ellipsoidal height was determined by GPS observations
 DF5442.and is referenced to NAD 83.
 DF5442
 DF5442.The dynamic height is computed by dividing the NAVD 88
 DF5442.geopotential number by the normal gravity value computed on the
 DF5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5442.degrees latitude (g = 980.6199 gals.).
 DF5442
 DF5442.The modeled gravity was interpolated from observed gravity values.
 DF5442
 DF5442. The following values were computed from the NAD 83(2007) position.
 DF5442
 DF5442;                    North         East     Units Scale Factor Converg.
 DF5442;SPC MN C     -   288,742.660   849,621.156   MT  0.99994189   +0 28 09.6
 DF5442;SPC MN C     -   947,316.54  2,787,465.41   sFT  0.99994189   +0 28 09.6
 DF5442;UTM  15      - 5,171,591.036   454,035.676   MT  0.99962597   -0 26 15.0
 DF5442
 DF5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5442!SPC MN C     -   0.99994608  x   0.99994189  =   0.99988797
 DF5442!UTM  15      -   0.99994608  x   0.99962597  =   0.99957207
 DF5442
 DF5442                          SUPERSEDED SURVEY CONTROL
 DF5442
 DF5442  NAD 83(1996)-  46 41 46.66739(N)    093 36 04.29374(W) AD(       ) 1
 DF5442  ELLIP H (05/05/03)  344.040  (m)                       GP(       ) 3 1
 DF5442  NAVD 88 (05/05/03)  372.22   (m)         1221.2    (f) LEVELING    3  
 DF5442
 DF5442.Superseded values are not recommended for survey control.
 DF5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5442.See file dsdata.txt to determine how the superseded data were derived.
 DF5442
 DF5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5403571591(NAD 83)
 DF5442
 DF5442_MARKER: DB = BENCH MARK DISK
 DF5442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5442_SP_SET: DISK ON DRIVEN ALUMINUM ROD
 DF5442_STAMPING: 0116 J 1983
 DF5442_MARK LOGO: MNDT  
 DF5442_PROJECTION: PROJECTING 8 CENTIMETERS
 DF5442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5442+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DF5442_ROD/PIPE-DEPTH:  7.6 meters
 DF5442
 DF5442  HISTORY     - Date     Condition        Report By
 DF5442  HISTORY     - 1983     MONUMENTED       MNDT
 DF5442  HISTORY     - 19970710 GOOD             MNDT
 DF5442
 DF5442                          STATION DESCRIPTION
 DF5442
 DF5442'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DF5442'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF WAUKENABO, 1 MI (1.6
 DF5442'KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND CO RD 3, 6.05 MI (9.74 KM)
 DF5442'NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, 89.0 FT (27.1 M) EAST
 DF5442'OF TH 169, AT TH 169 MP 266.7, 26 FT (7.9 M) SOUTH OF GRAVEL RD, 2.9
 DF5442'FT (0.9 M) NE OF P-POLE, 1.0 FT (0.3 M) EAST OF WITNESS POST, STATION
 DF5442'IS MNDT ALUMINUM DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
 DF5442'
 DF5442'STATION  WAS SET IN 1983 BUT NOT LEVELED TO TILL 1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1957 ***********************************************************************
 DL1957  DESIGNATION -  0116 K
 DL1957  PID         -  DL1957
 DL1957  STATE/COUNTY-  MN/AITKIN
 DL1957  COUNTRY     -  US
 DL1957  USGS QUAD   -  WAUKENABO (1973)
 DL1957
 DL1957                         *CURRENT SURVEY CONTROL
 DL1957  ______________________________________________________________________
 DL1957* NAD 83(1986) POSITION- 46 42 28.     (N) 093 36 04.     (W)   SCALED    
 DL1957* NAVD 88 ORTHO HEIGHT -   372.909  (meters)    1223.45  (feet) ADJUSTED  
 DL1957  ______________________________________________________________________
 DL1957  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DL1957  DYNAMIC HEIGHT  -        372.933 (meters)     1223.53  (feet) COMP
 DL1957  MODELED GRAVITY -    980,665.9   (mgal)                       NAVD 88
 DL1957
 DL1957  VERT ORDER      -  SECOND    CLASS I
 DL1957
 DL1957.The horizontal coordinates were scaled from a topographic map and have
 DL1957.an estimated accuracy of +/- 6 seconds.
 DL1957.
 DL1957.The orthometric height was determined by differential leveling and
 DL1957.adjusted in May 2009.
 DL1957
 DL1957.The dynamic height is computed by dividing the NAVD 88
 DL1957.geopotential number by the normal gravity value computed on the
 DL1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1957.degrees latitude (g = 980.6199 gals.).
 DL1957
 DL1957.The modeled gravity was interpolated from observed gravity values.
 DL1957
 DL1957;                    North         East    Units  Estimated Accuracy
 DL1957;SPC MN C     -   290,020.      849,620.      MT  (+/- 180 meters Scaled)
 DL1957
 DL1957                          SUPERSEDED SURVEY CONTROL
 DL1957
 DL1957.No superseded survey control is available for this station.
 DL1957
 DL1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM540728(NAD 83)
 DL1957
 DL1957_MARKER: DB = BENCH MARK DISK
 DL1957_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL1957_SP_SET: BOX CULVERT HEADWALL
 DL1957_STAMPING: 0116 K 1983
 DL1957_MARK LOGO: MNDT  
 DL1957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1957+STABILITY: SURFACE MOTION
 DL1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1957+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1997
 DL1957
 DL1957  HISTORY     - Date     Condition        Report By
 DL1957  HISTORY     - 1983     MONUMENTED       MNDT
 DL1957  HISTORY     - 19970710 GOOD             MNDT
 DL1957
 DL1957                          STATION DESCRIPTION
 DL1957
 DL1957'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1957'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTH OF WAUKENABO, 0.2 MI
 DL1957'(0.3 KM) SOUTH OF JCT OF TH 169 AND CO RD 3, 6.85 MI (11.02 KM) NORTH
 DL1957'ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP 267.5, 28.4 FT
 DL1957'(8.7 M) EAST OF TH 169, IN SE COR OF BOX CULVERT NO 8560 (TH 169 OVER
 DL1957'WHITE ELK CREEK) , 0.8 FT (24.4 CM) NORTH OF SOUTH END OF CULVERT.
 DL1957'STATION WAS SET IN 1983 BUT NOT LEVELED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1958 ***********************************************************************
 DL1958  DESIGNATION -  0116 L
 DL1958  PID         -  DL1958
 DL1958  STATE/COUNTY-  MN/AITKIN
 DL1958  COUNTRY     -  US
 DL1958  USGS QUAD   -  WAUKENABO (1973)
 DL1958
 DL1958                         *CURRENT SURVEY CONTROL
 DL1958  ______________________________________________________________________
 DL1958* NAD 83(1986) POSITION- 46 43 11.     (N) 093 36 04.     (W)   SCALED    
 DL1958* NAVD 88 ORTHO HEIGHT -   376.449  (meters)    1235.07  (feet) ADJUSTED  
 DL1958  ______________________________________________________________________
 DL1958  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 DL1958  DYNAMIC HEIGHT  -        376.472 (meters)     1235.14  (feet) COMP
 DL1958  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DL1958
 DL1958  VERT ORDER      -  SECOND    CLASS I
 DL1958
 DL1958.The horizontal coordinates were scaled from a topographic map and have
 DL1958.an estimated accuracy of +/- 6 seconds.
 DL1958.
 DL1958.The orthometric height was determined by differential leveling and
 DL1958.adjusted in May 2009.
 DL1958
 DL1958.The dynamic height is computed by dividing the NAVD 88
 DL1958.geopotential number by the normal gravity value computed on the
 DL1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1958.degrees latitude (g = 980.6199 gals.).
 DL1958
 DL1958.The modeled gravity was interpolated from observed gravity values.
 DL1958
 DL1958;                    North         East    Units  Estimated Accuracy
 DL1958;SPC MN C     -   291,350.      849,610.      MT  (+/- 180 meters Scaled)
 DL1958
 DL1958                          SUPERSEDED SURVEY CONTROL
 DL1958
 DL1958.No superseded survey control is available for this station.
 DL1958
 DL1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM540741(NAD 83)
 DL1958
 DL1958_MARKER: DB = BENCH MARK DISK
 DL1958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1958_STAMPING: 0116 L 1983
 DL1958_MARK LOGO: MNDT  
 DL1958_PROJECTION: FLUSH
 DL1958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1958+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DL1958_ROD/PIPE-DEPTH:  9.1 meters
 DL1958
 DL1958  HISTORY     - Date     Condition        Report By
 DL1958  HISTORY     - 1983     MONUMENTED       MNDT
 DL1958  HISTORY     - 19970709 GOOD             MNDT
 DL1958
 DL1958                          STATION DESCRIPTION
 DL1958
 DL1958'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1958'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF HASSMAN, 1.25 MI
 DL1958'(2.01 KM) SOUTH OF WAUKENABO, 7.65 MI (12.31 KM) NORTH ON TH 169 FROM
 DL1958'JCT OF TH 169 AND TH 210, AT TH 169 STA 415, AT TH 169 MP 268.3, 79.0
 DL1958'FT (24.1 M) EAST OF TH 169, 8.5 FT (2.6 M) WSW OF UNDERGROUND CABLE
 DL1958'MARKER, 54.60 FT (16.64 M) NORTH OF STATION PALLET MNDT, 17.0 FT (5.2
 DL1958'M) SW OF P-POLE, 1 FT (0.3 M) NORTH OF WITNESS POST.  STATION WAS SET
 DL1958'IN 1983 BUT NOT LEVELED OR POSITIONED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1960 ***********************************************************************
 DL1960  DESIGNATION -  0116 M
 DL1960  PID         -  DL1960
 DL1960  STATE/COUNTY-  MN/AITKIN
 DL1960  COUNTRY     -  US
 DL1960  USGS QUAD   -  WAUKENABO (1973)
 DL1960
 DL1960                         *CURRENT SURVEY CONTROL
 DL1960  ______________________________________________________________________
 DL1960* NAD 83(1986) POSITION- 46 44 08.     (N) 093 36 03.     (W)   SCALED    
 DL1960* NAVD 88 ORTHO HEIGHT -   379.799  (meters)    1246.06  (feet) ADJUSTED  
 DL1960  ______________________________________________________________________
 DL1960  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 DL1960  DYNAMIC HEIGHT  -        379.823 (meters)     1246.14  (feet) COMP
 DL1960  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DL1960
 DL1960  VERT ORDER      -  SECOND    CLASS I
 DL1960
 DL1960.The horizontal coordinates were scaled from a topographic map and have
 DL1960.an estimated accuracy of +/- 6 seconds.
 DL1960.
 DL1960.The orthometric height was determined by differential leveling and
 DL1960.adjusted in May 2009.
 DL1960
 DL1960.The dynamic height is computed by dividing the NAVD 88
 DL1960.geopotential number by the normal gravity value computed on the
 DL1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1960.degrees latitude (g = 980.6199 gals.).
 DL1960
 DL1960.The modeled gravity was interpolated from observed gravity values.
 DL1960
 DL1960;                    North         East    Units  Estimated Accuracy
 DL1960;SPC MN C     -   293,110.      849,610.      MT  (+/- 180 meters Scaled)
 DL1960
 DL1960                          SUPERSEDED SURVEY CONTROL
 DL1960
 DL1960.No superseded survey control is available for this station.
 DL1960
 DL1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM540759(NAD 83)
 DL1960
 DL1960_MARKER: DB = BENCH MARK DISK
 DL1960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1960_STAMPING: 0116 M 1983
 DL1960_MARK LOGO: MNDT  
 DL1960_PROJECTION: FLUSH
 DL1960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1960+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DL1960_ROD/PIPE-DEPTH: 10.7 meters
 DL1960
 DL1960  HISTORY     - Date     Condition        Report By
 DL1960  HISTORY     - 1983     MONUMENTED       MNDT
 DL1960  HISTORY     - 19970709 GOOD             MNDT
 DL1960
 DL1960                          STATION DESCRIPTION
 DL1960
 DL1960'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1960'THE MARK IS LOCATED ABOUT 9.25 MI (14.89 KM) NORTH OF HASSMAN, 0.25 MI
 DL1960'(0.40 KM) SOUTH OF GRAVEL RD CROSSING TH 169 AT WAUKENABO, 8.75 MI
 DL1960'(14.08 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210, AT TH 169 MP
 DL1960'269.4, 79.5 FT (24.2 M) WEST OF TH 169, 47.5 FT (14.5 M) SW OF 24 INCH
 DL1960'WHITE PINE TREE, 27 FT (8.2 M) SOUTH OF ENTRANCE, 130.5 FT (39.8 M)
 DL1960'SSE OF SE COR OF WAUKENABO TOWNHALL, 0.8 FT (24.4 CM) ENE OF WITNESS
 DL1960'POST, STATION IS MNDT ALUMINUM DISK ON 35 FT (10.7 M) LONG DRIVEN
 DL1960'ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1961 ***********************************************************************
 DL1961  DESIGNATION -  0116 N
 DL1961  PID         -  DL1961
 DL1961  STATE/COUNTY-  MN/AITKIN
 DL1961  COUNTRY     -  US
 DL1961  USGS QUAD   -  WAUKENABO (1973)
 DL1961
 DL1961                         *CURRENT SURVEY CONTROL
 DL1961  ______________________________________________________________________
 DL1961* NAD 83(1986) POSITION- 46 44 45.     (N) 093 35 58.     (W)   SCALED    
 DL1961* NAVD 88 ORTHO HEIGHT -   381.001  (meters)    1250.00  (feet) ADJUSTED  
 DL1961  ______________________________________________________________________
 DL1961  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 DL1961  DYNAMIC HEIGHT  -        381.025 (meters)     1250.08  (feet) COMP
 DL1961  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DL1961
 DL1961  VERT ORDER      -  SECOND    CLASS I
 DL1961
 DL1961.The horizontal coordinates were scaled from a topographic map and have
 DL1961.an estimated accuracy of +/- 6 seconds.
 DL1961.
 DL1961.The orthometric height was determined by differential leveling and
 DL1961.adjusted in May 2009.
 DL1961
 DL1961.The dynamic height is computed by dividing the NAVD 88
 DL1961.geopotential number by the normal gravity value computed on the
 DL1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1961.degrees latitude (g = 980.6199 gals.).
 DL1961
 DL1961.The modeled gravity was interpolated from observed gravity values.
 DL1961
 DL1961;                    North         East    Units  Estimated Accuracy
 DL1961;SPC MN C     -   294,250.      849,710.      MT  (+/- 180 meters Scaled)
 DL1961
 DL1961                          SUPERSEDED SURVEY CONTROL
 DL1961
 DL1961.No superseded survey control is available for this station.
 DL1961
 DL1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM542770(NAD 83)
 DL1961
 DL1961_MARKER: DB = BENCH MARK DISK
 DL1961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1961_STAMPING: 0116 N 1983
 DL1961_MARK LOGO: MNDT  
 DL1961_PROJECTION: FLUSH
 DL1961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1961+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DL1961_ROD/PIPE-DEPTH: 12.2 meters
 DL1961
 DL1961  HISTORY     - Date     Condition        Report By
 DL1961  HISTORY     - 1983     MONUMENTED       MNDT
 DL1961  HISTORY     - 19970709 GOOD             MNDT
 DL1961
 DL1961                          STATION DESCRIPTION
 DL1961
 DL1961'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1961'THE MARK IS LOCATED ABOUT 10 MI (16.1 KM) NORTH OF HASSMAN, 0.45 MI
 DL1961'(0.72 KM) NORTH OF WAUKENABO, 9.45 MI (15.21 KM) NORTH ON T H 169 FROM
 DL1961'JCT OF TH 169 AND TH 210, AT TH 169 MP 270.15, 109.5 FT (33.4 M) EAST
 DL1961'OF TH 169, 2.9 FT (0.9 M) NW OF P-P0LE, 1.5 FT (0.5 M) NW OF WIT POST,
 DL1961'20 FT (6.1 M) SSW OF DIRT ROAD.  STATION SET IN 1983 BUT NOT LEVELED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1964 ***********************************************************************
 DL1964  DESIGNATION -  0116 P
 DL1964  PID         -  DL1964
 DL1964  STATE/COUNTY-  MN/AITKIN
 DL1964  COUNTRY     -  US
 DL1964  USGS QUAD   -  BAIN (1970)
 DL1964
 DL1964                         *CURRENT SURVEY CONTROL
 DL1964  ______________________________________________________________________
 DL1964* NAD 83(1986) POSITION- 46 45 39.     (N) 093 36 23.     (W)   SCALED    
 DL1964* NAVD 88 ORTHO HEIGHT -   381.510  (meters)    1251.67  (feet) ADJUSTED  
 DL1964  ______________________________________________________________________
 DL1964  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 DL1964  DYNAMIC HEIGHT  -        381.535 (meters)     1251.75  (feet) COMP
 DL1964  MODELED GRAVITY -    980,666.4   (mgal)                       NAVD 88
 DL1964
 DL1964  VERT ORDER      -  SECOND    CLASS I
 DL1964
 DL1964.The horizontal coordinates were scaled from a topographic map and have
 DL1964.an estimated accuracy of +/- 6 seconds.
 DL1964.
 DL1964.The orthometric height was determined by differential leveling and
 DL1964.adjusted in May 2009.
 DL1964
 DL1964.The dynamic height is computed by dividing the NAVD 88
 DL1964.geopotential number by the normal gravity value computed on the
 DL1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1964.degrees latitude (g = 980.6199 gals.).
 DL1964
 DL1964.The modeled gravity was interpolated from observed gravity values.
 DL1964
 DL1964;                    North         East    Units  Estimated Accuracy
 DL1964;SPC MN C     -   295,910.      849,170.      MT  (+/- 180 meters Scaled)
 DL1964
 DL1964                          SUPERSEDED SURVEY CONTROL
 DL1964
 DL1964.No superseded survey control is available for this station.
 DL1964
 DL1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM536787(NAD 83)
 DL1964
 DL1964_MARKER: DB = BENCH MARK DISK
 DL1964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1964_STAMPING: 0116 P 1983
 DL1964_MARK LOGO: MNDT  
 DL1964_PROJECTION: FLUSH
 DL1964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1964+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DL1964_ROD/PIPE-DEPTH:  6.1 meters
 DL1964
 DL1964  HISTORY     - Date     Condition        Report By
 DL1964  HISTORY     - 1983     MONUMENTED       MNDT
 DL1964  HISTORY     - 19970709 GOOD             MNDT
 DL1964
 DL1964                          STATION DESCRIPTION
 DL1964
 DL1964'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1964'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) NORTH OF HASSMAN, 1.6 MI
 DL1964'(2.6 KM) NNW OF WAUKENABO, 10.6 MI (17.1 KM) NORTH ON TH 169 FROM JCT
 DL1964'OF TH 169 AND TH 210, AT TH 169 MP 271.3, 79.9 FT (24.4 M) WEST OF TH
 DL1964'169, 18 FT (5.5 M) SOUTH OF DRIVEWAY, 6.8 FT (2.1 M) NW OF UNDERGROUND
 DL1964'CABLE MARKER, 1.1 FT (0.3 M) NORTH OF WITNESS POST, STATION IS MNDT
 DL1964'ALUMINUM DISK ON 20 FT (6.1 M) LONG DRIVEN ALUMINUM ROD.  STATION SET
 DL1964'IN 1983 BUT NOT LEVELED OR POSITIONED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1966 ***********************************************************************
 DL1966  DESIGNATION -  0116 Q
 DL1966  PID         -  DL1966
 DL1966  STATE/COUNTY-  MN/AITKIN
 DL1966  COUNTRY     -  US
 DL1966  USGS QUAD   -  BAIN (1970)
 DL1966
 DL1966                         *CURRENT SURVEY CONTROL
 DL1966  ______________________________________________________________________
 DL1966* NAD 83(1986) POSITION- 46 46 10.     (N) 093 36 47.     (W)   SCALED    
 DL1966* NAVD 88 ORTHO HEIGHT -   381.960  (meters)    1253.15  (feet) ADJUSTED  
 DL1966  ______________________________________________________________________
 DL1966  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 DL1966  DYNAMIC HEIGHT  -        381.985 (meters)     1253.23  (feet) COMP
 DL1966  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DL1966
 DL1966  VERT ORDER      -  SECOND    CLASS I
 DL1966
 DL1966.The horizontal coordinates were scaled from a topographic map and have
 DL1966.an estimated accuracy of +/- 6 seconds.
 DL1966.
 DL1966.The orthometric height was determined by differential leveling and
 DL1966.adjusted in May 2009.
 DL1966
 DL1966.The dynamic height is computed by dividing the NAVD 88
 DL1966.geopotential number by the normal gravity value computed on the
 DL1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1966.degrees latitude (g = 980.6199 gals.).
 DL1966
 DL1966.The modeled gravity was interpolated from observed gravity values.
 DL1966
 DL1966;                    North         East    Units  Estimated Accuracy
 DL1966;SPC MN C     -   296,870.      848,650.      MT  (+/- 180 meters Scaled)
 DL1966
 DL1966                          SUPERSEDED SURVEY CONTROL
 DL1966
 DL1966.No superseded survey control is available for this station.
 DL1966
 DL1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM531797(NAD 83)
 DL1966
 DL1966_MARKER: DB = BENCH MARK DISK
 DL1966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1966_STAMPING: 0116 Q 1983
 DL1966_MARK LOGO: MNDT  
 DL1966_PROJECTION: FLUSH
 DL1966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1966+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DL1966_ROD/PIPE-DEPTH: 13.7 meters
 DL1966
 DL1966  HISTORY     - Date     Condition        Report By
 DL1966  HISTORY     - 1983     MONUMENTED       MNDT
 DL1966  HISTORY     - 19970709 GOOD             MNDT
 DL1966
 DL1966                          STATION DESCRIPTION
 DL1966
 DL1966'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1966'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) NNW OF WAUKENABO, 11.2 MI
 DL1966'(18.0 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 210 (0.5 MI NORTH
 DL1966'OF HASSMAN) , AT TH 169 MP 271.90, 88.2 FT (26.9 M) WEST OF TH 169, 80
 DL1966'FT (24.4 M) NNW OF GRAVEL RD, 33.5 FT (10.2 M) NE OF UNDERGROUND CABLE
 DL1966'MARKER, 3.8 FT (1.2 M) SE OF P-POLE, 1.5 FT (0.5 M) SSE OF WITNESS
 DL1966'POST, 64.05 FT (19.52 M) NW OF STATION BAIN MNDT.  STATION WAS SET IN
 DL1966'1983 BUT NOT LEVELD TO OR POSITIONED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5443 ***********************************************************************
 DF5443  DESIGNATION -  0116 R
 DF5443  PID         -  DF5443
 DF5443  STATE/COUNTY-  MN/AITKIN
 DF5443  COUNTRY     -  US
 DF5443  USGS QUAD   -  BAIN (1970)
 DF5443
 DF5443                         *CURRENT SURVEY CONTROL
 DF5443  ______________________________________________________________________
 DF5443* NAD 83(2007) POSITION- 46 46 59.14979(N) 093 36 47.86189(W)   ADJUSTED  
 DF5443* NAD 83(2007) ELLIP HT-   357.399 (meters)        (02/10/07)   ADJUSTED
 DF5443* NAD 83(2007) EPOCH   -  2002.00
 DF5443* NAVD 88 ORTHO HEIGHT -   385.775  (meters)    1265.66  (feet) ADJUSTED  
 DF5443  ______________________________________________________________________
 DF5443  NAD 83(2007) X  -   -275,755.488 (meters)                     COMP
 DF5443  NAD 83(2007) Y  - -4,366,838.277 (meters)                     COMP
 DF5443  NAD 83(2007) Z  -  4,625,547.010 (meters)                     COMP
 DF5443  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC09
 DF5443  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 DF5443  DYNAMIC HEIGHT  -        385.800 (meters)     1265.75  (feet) COMP
 DF5443  MODELED GRAVITY -    980,666.1   (mgal)                       NAVD 88
 DF5443
 DF5443  VERT ORDER      -  SECOND    CLASS I
 DF5443
 DF5443  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5443  Type                                         Horiz  Ellip  Dist(km)
 DF5443  -------------------------------------------------------------------
 DF5443  NETWORK                                       0.52   0.63
 DF5443  -------------------------------------------------------------------
 DF5443  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.49   0.55      3.52
 DF5443  -------------------------------------------------------------------
 DF5443  NOTE: Click here for information on individual local accuracy
 DF5443  values and other accuracy information.
 DF5443
 DF5443
 DF5443.The horizontal coordinates were established by GPS observations
 DF5443.and adjusted by the National Geodetic Survey in February 2007.
 DF5443
 DF5443.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5443.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5443
 DF5443.The horizontal coordinates are valid at the epoch date displayed above
 DF5443.which is a decimal equivalence of Year/Month/Day.
 DF5443
 DF5443.The orthometric height was determined by differential leveling and
 DF5443.adjusted in May 2009.
 DF5443
 DF5443.Photographs are available for this station.
 DF5443
 DF5443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5443
 DF5443.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5443
 DF5443.The ellipsoidal height was determined by GPS observations
 DF5443.and is referenced to NAD 83.
 DF5443
 DF5443.The dynamic height is computed by dividing the NAVD 88
 DF5443.geopotential number by the normal gravity value computed on the
 DF5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5443.degrees latitude (g = 980.6199 gals.).
 DF5443
 DF5443.The modeled gravity was interpolated from observed gravity values.
 DF5443
 DF5443. The following values were computed from the NAD 83(2007) position.
 DF5443
 DF5443;                    North         East     Units Scale Factor Converg.
 DF5443;SPC MN C     -   298,383.585   848,618.033   MT  0.99995260   +0 27 38.1
 DF5443;SPC MN C     -   978,946.81  2,784,174.33   sFT  0.99995260   +0 27 38.1
 DF5443;UTM  15      - 5,181,243.540   453,185.595   MT  0.99962694   -0 26 49.0
 DF5443
 DF5443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5443!SPC MN C     -   0.99994398  x   0.99995260  =   0.99989658
 DF5443!UTM  15      -   0.99994398  x   0.99962694  =   0.99957094
 DF5443
 DF5443                          SUPERSEDED SURVEY CONTROL
 DF5443
 DF5443  NAD 83(1996)-  46 46 59.14970(N)    093 36 47.86156(W) AD(       ) 1
 DF5443  ELLIP H (05/05/03)  357.416  (m)                       GP(       ) 3 1
 DF5443  NAVD 88 (05/05/03)  385.78   (m)         1265.7    (f) LEVELING    3  
 DF5443
 DF5443.Superseded values are not recommended for survey control.
 DF5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5443.See file dsdata.txt to determine how the superseded data were derived.
 DF5443
 DF5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5318581243(NAD 83)
 DF5443
 DF5443_MARKER: DV = VERTICAL CONTROL DISK
 DF5443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5443_SP_SET: DISK ON DRIVEN ALUMINUM ROD
 DF5443_STAMPING: 0116 R 1983
 DF5443_MARK LOGO: MNDT  
 DF5443_PROJECTION: RECESSED 5 CENTIMETERS
 DF5443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5443+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DF5443_ROD/PIPE-DEPTH:  6.1 meters
 DF5443
 DF5443  HISTORY     - Date     Condition        Report By
 DF5443  HISTORY     - 1983     MONUMENTED       MNDT
 DF5443  HISTORY     - 19970709 GOOD             MNDT
 DF5443
 DF5443                          STATION DESCRIPTION
 DF5443
 DF5443'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DF5443'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NNW OF WAUKENABO, 12.15 MI
 DF5443'(19.55 KM) NORTH ON TH 169 FROM JCT OF TH 169 A ND TH 210 (0.5 MI
 DF5443'NORTH OF HASSMAN) , AT TH 169 MP 272.85, 71.8 FT (21.9 M) EAST OF TH
 DF5443'169, 19 FT (5.8 M) NORTH OF FIELD ENT, 85.1 FT (25.9 M) NORTH OF
 DF5443'P-POLE, 1.2 FT (0.4 M) WEST OF WIT POST, STA IS MNDT ALUMINUM DISK ON
 DF5443'20 FT (6.1 M) LONG DRIVEN ALUMINUM ROD, STA WAS SET IN 1983 BUT NOT
 DF5443'LEVELED TO TILL 1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5176 ***********************************************************************
 DM5176  DESIGNATION -  0116 S RESET
 DM5176  PID         -  DM5176
 DM5176  STATE/COUNTY-  MN/AITKIN
 DM5176  COUNTRY     -  US
 DM5176  USGS QUAD   -  BAIN (1970)
 DM5176
 DM5176                         *CURRENT SURVEY CONTROL
 DM5176  ______________________________________________________________________
 DM5176* NAD 83(1986) POSITION- 46 48 29.70   (N) 093 36 51.30   (W)   HD_HELD1  
 DM5176* NAVD 88 ORTHO HEIGHT -   390.510  (meters)    1281.20  (feet) ADJUSTED  
 DM5176  ______________________________________________________________________
 DM5176  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 DM5176  DYNAMIC HEIGHT  -        390.534 (meters)     1281.28  (feet) COMP
 DM5176  MODELED GRAVITY -    980,665.3   (mgal)                       NAVD 88
 DM5176
 DM5176  VERT ORDER      -  SECOND    CLASS I
 DM5176
 DM5176.The horizontal coordinates were established by differentially corrected
 DM5176.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5176.
 DM5176.The orthometric height was determined by differential leveling and
 DM5176.adjusted in February 2011.
 DM5176
 DM5176.The dynamic height is computed by dividing the NAVD 88
 DM5176.geopotential number by the normal gravity value computed on the
 DM5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5176.degrees latitude (g = 980.6199 gals.).
 DM5176
 DM5176.The modeled gravity was interpolated from observed gravity values.
 DM5176
 DM5176;                    North         East    Units  Estimated Accuracy
 DM5176;SPC MN C     -   301,178.9     848,522.7     MT  (+/- 3 meters HH1 GPS) 
 DM5176
 DM5176                          SUPERSEDED SURVEY CONTROL
 DM5176
 DM5176.No superseded survey control is available for this station.
 DM5176
 DM5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5313484039(NAD 83)
 DM5176
 DM5176_MARKER: I = METAL ROD
 DM5176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5176_STAMPING: 0116 S RESET 1983 2009
 DM5176_MARK LOGO: MNDT  
 DM5176_PROJECTION: RECESSED 5 CENTIMETERS
 DM5176_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5176+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM5176_ROD/PIPE-DEPTH:  6.1 meters
 DM5176
 DM5176  HISTORY     - Date     Condition        Report By
 DM5176  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5176
 DM5176                          STATION DESCRIPTION
 DM5176
 DM5176'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5176'12.35 MI (19.9 KM) SOUTH OF HILL CITY, 12.35 MI (19.9 KM) SOUTH ON
 DM5176'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DM5176'HIGHWAY 200 IN HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 274.70.
 DM5176' 
 DM5176'IT IS 86.7 FT (26.4 M) EAST OF TRUNK HIGHWAY 169, 1.5 FT (0.5 M) WEST
 DM5176'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1971 ***********************************************************************
 DL1971  DESIGNATION -  0116 T
 DL1971  PID         -  DL1971
 DL1971  STATE/COUNTY-  MN/AITKIN
 DL1971  COUNTRY     -  US
 DL1971  USGS QUAD   -  BAIN (1970)
 DL1971
 DL1971                         *CURRENT SURVEY CONTROL
 DL1971  ______________________________________________________________________
 DL1971* NAD 83(1986) POSITION- 46 49 21.30   (N) 093 36 50.00   (W)   HD_HELD1  
 DL1971* NAVD 88 ORTHO HEIGHT -   389.342  (meters)    1277.37  (feet) ADJUSTED  
 DL1971  ______________________________________________________________________
 DL1971  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DL1971  DYNAMIC HEIGHT  -        389.366 (meters)     1277.45  (feet) COMP
 DL1971  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 DL1971
 DL1971  VERT ORDER      -  SECOND    CLASS I
 DL1971
 DL1971.The horizontal coordinates were established by differentially corrected
 DL1971.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL1971.
 DL1971.The orthometric height was determined by differential leveling and
 DL1971.adjusted in May 2009.
 DL1971
 DL1971.Photographs are available for this station.
 DL1971
 DL1971.The dynamic height is computed by dividing the NAVD 88
 DL1971.geopotential number by the normal gravity value computed on the
 DL1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1971.degrees latitude (g = 980.6199 gals.).
 DL1971
 DL1971.The modeled gravity was interpolated from observed gravity values.
 DL1971
 DL1971;                    North         East    Units  Estimated Accuracy
 DL1971;SPC MN C     -   302,772.4     848,537.4     MT  (+/- 3 meters HH1 GPS) 
 DL1971
 DL1971                          SUPERSEDED SURVEY CONTROL
 DL1971
 DL1971.No superseded survey control is available for this station.
 DL1971
 DL1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5317485631(NAD 83)
 DL1971
 DL1971_MARKER: DD = SURVEY DISK
 DL1971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL1971_STAMPING: 0116 T 1983
 DL1971_MARK LOGO: MNDT  
 DL1971_PROJECTION: FLUSH
 DL1971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1971+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2009
 DL1971_ROD/PIPE-DEPTH:  6.1 meters
 DL1971
 DL1971  HISTORY     - Date     Condition        Report By
 DL1971  HISTORY     - 1983     MONUMENTED       MNDT
 DL1971  HISTORY     - 19970709 GOOD             MNDT
 DL1971  HISTORY     - 20090205 GOOD             MNDT
 DL1971
 DL1971                          STATION DESCRIPTION
 DL1971
 DL1971'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1971'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF
 DL1971'SWATARA, 5.7 MI (9.2 KM) NORTH OF WAUKENABO AND 2.5 MI (4.0 KM)
 DL1971'NORTH-NORTHWEST OF BAIN.  THE MARK IS LOCATED ABOUT 11.35 MI (18.27
 DL1971'KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND TH 200 AT HILL CITY, NEAR
 DL1971'RR CROSSING, AT TH 169 MP 275.55, 66.5 FT (20.3 M) EAST OF TH 169,
 DL1971'46.7 FT (14.2 M) SSW OF P-POLE, 1.2 FT (0.4 M) WEST OF WITNESS POST,
 DL1971'48 FT (14.6 M) NE OF SOO LINE TRAIL.
 DL1971
 DL1971                          STATION RECOVERY (2009)
 DL1971
 DL1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL1971'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5177 ***********************************************************************
 DM5177  DESIGNATION -  0116 U RESET
 DM5177  PID         -  DM5177
 DM5177  STATE/COUNTY-  MN/AITKIN
 DM5177  COUNTRY     -  US
 DM5177  USGS QUAD   -  BAIN (1970)
 DM5177
 DM5177                         *CURRENT SURVEY CONTROL
 DM5177  ______________________________________________________________________
 DM5177* NAD 83(1986) POSITION- 46 50 11.00   (N) 093 36 48.00   (W)   HD_HELD1  
 DM5177* NAVD 88 ORTHO HEIGHT -   389.393  (meters)    1277.53  (feet) ADJUSTED  
 DM5177  ______________________________________________________________________
 DM5177  GEOID HEIGHT    -        -28.51  (meters)                     GEOID09
 DM5177  DYNAMIC HEIGHT  -        389.417 (meters)     1277.61  (feet) COMP
 DM5177  MODELED GRAVITY -    980,663.7   (mgal)                       NAVD 88
 DM5177
 DM5177  VERT ORDER      -  SECOND    CLASS I
 DM5177
 DM5177.The horizontal coordinates were established by differentially corrected
 DM5177.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5177.
 DM5177.The orthometric height was determined by differential leveling and
 DM5177.adjusted in February 2011.
 DM5177
 DM5177.The dynamic height is computed by dividing the NAVD 88
 DM5177.geopotential number by the normal gravity value computed on the
 DM5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5177.degrees latitude (g = 980.6199 gals.).
 DM5177
 DM5177.The modeled gravity was interpolated from observed gravity values.
 DM5177
 DM5177;                    North         East    Units  Estimated Accuracy
 DM5177;SPC MN C     -   304,307.4     848,567.5     MT  (+/- 3 meters HH1 GPS) 
 DM5177
 DM5177                          SUPERSEDED SURVEY CONTROL
 DM5177
 DM5177.No superseded survey control is available for this station.
 DM5177
 DM5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5322887165(NAD 83)
 DM5177
 DM5177_MARKER: I = METAL ROD
 DM5177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5177_STAMPING: 0116 U RESET 1983 2009
 DM5177_MARK LOGO: MNDT  
 DM5177_PROJECTION: RECESSED 5 CENTIMETERS
 DM5177_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5177+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM5177_ROD/PIPE-DEPTH:  6.1 meters
 DM5177
 DM5177  HISTORY     - Date     Condition        Report By
 DM5177  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5177
 DM5177                          STATION DESCRIPTION
 DM5177
 DM5177'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5177'10.35 MI (16.7 KM) SOUTH OF HILL CITY, 10.35 MI (16.7 KM) SOUTH ON
 DM5177'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DM5177'HIGHWAY 200 IN HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 276.55.
 DM5177' 
 DM5177'IT IS 69.4 FT (21.2 M) EAST OF TRUNK HIGHWAY 169, 27.0 FT (8.2 M)
 DM5177'SOUTH OF ENTRANCE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5178 ***********************************************************************
 DM5178  DESIGNATION -  0116 V RESET
 DM5178  PID         -  DM5178
 DM5178  STATE/COUNTY-  MN/AITKIN
 DM5178  COUNTRY     -  US
 DM5178  USGS QUAD   -  BAIN (1970)
 DM5178
 DM5178                         *CURRENT SURVEY CONTROL
 DM5178  ______________________________________________________________________
 DM5178* NAD 83(1986) POSITION- 46 51 31.00   (N) 093 36 47.00   (W)   HD_HELD1  
 DM5178* NAVD 88 ORTHO HEIGHT -   389.831  (meters)    1278.97  (feet) ADJUSTED  
 DM5178  ______________________________________________________________________
 DM5178  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 DM5178  DYNAMIC HEIGHT  -        389.854 (meters)     1279.05  (feet) COMP
 DM5178  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DM5178
 DM5178  VERT ORDER      -  SECOND    CLASS I
 DM5178
 DM5178.The horizontal coordinates were established by differentially corrected
 DM5178.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5178.
 DM5178.The orthometric height was determined by differential leveling and
 DM5178.adjusted in February 2011.
 DM5178
 DM5178.The dynamic height is computed by dividing the NAVD 88
 DM5178.geopotential number by the normal gravity value computed on the
 DM5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5178.degrees latitude (g = 980.6199 gals.).
 DM5178
 DM5178.The modeled gravity was interpolated from observed gravity values.
 DM5178
 DM5178;                    North         East    Units  Estimated Accuracy
 DM5178;SPC MN C     -   306,777.8     848,568.8     MT  (+/- 3 meters HH1 GPS) 
 DM5178
 DM5178                          SUPERSEDED SURVEY CONTROL
 DM5178
 DM5178.No superseded survey control is available for this station.
 DM5178
 DM5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5326989634(NAD 83)
 DM5178
 DM5178_MARKER: I = METAL ROD
 DM5178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5178_STAMPING: 0116 V RESET 1983 2009
 DM5178_MARK LOGO: MNDT  
 DM5178_PROJECTION: FLUSH
 DM5178_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5178+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM5178_ROD/PIPE-DEPTH: 15.8 meters
 DM5178
 DM5178  HISTORY     - Date     Condition        Report By
 DM5178  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5178
 DM5178                          STATION DESCRIPTION
 DM5178
 DM5178'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5178'9.0 MI (14.5 KM) SOUTH OF HILL CITY, 9.1 MI (14.6 KM) SOUTH ON TRUNK
 DM5178'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5178'200, AT TRUNK HIGHWAY 169 MILE POINT 277.9.
 DM5178' 
 DM5178'IT IS 96.3 FT (29.4 M) EAST OF TRUNK HIGHWAY 169, 15.0 FT (4.6 M)
 DM5178'NORTH OF A FIELD ENTRANCE, 1.4 FT (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5180 ***********************************************************************
 DM5180  DESIGNATION -  0116 W RESET
 DM5180  PID         -  DM5180
 DM5180  STATE/COUNTY-  MN/AITKIN
 DM5180  COUNTRY     -  US
 DM5180  USGS QUAD   -  BAIN (1970)
 DM5180
 DM5180                         *CURRENT SURVEY CONTROL
 DM5180  ______________________________________________________________________
 DM5180* NAD 83(1986) POSITION- 46 52 10.00   (N) 093 36 50.00   (W)   HD_HELD1  
 DM5180* NAVD 88 ORTHO HEIGHT -   389.827  (meters)    1278.96  (feet) ADJUSTED  
 DM5180  ______________________________________________________________________
 DM5180  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 DM5180  DYNAMIC HEIGHT  -        389.850 (meters)     1279.03  (feet) COMP
 DM5180  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 DM5180
 DM5180  VERT ORDER      -  SECOND    CLASS I
 DM5180
 DM5180.The horizontal coordinates were established by differentially corrected
 DM5180.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5180.
 DM5180.The orthometric height was determined by differential leveling and
 DM5180.adjusted in February 2011.
 DM5180
 DM5180.The dynamic height is computed by dividing the NAVD 88
 DM5180.geopotential number by the normal gravity value computed on the
 DM5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5180.degrees latitude (g = 980.6199 gals.).
 DM5180
 DM5180.The modeled gravity was interpolated from observed gravity values.
 DM5180
 DM5180;                    North         East    Units  Estimated Accuracy
 DM5180;SPC MN C     -   307,981.5     848,495.6     MT  (+/- 3 meters HH1 GPS) 
 DM5180
 DM5180                          SUPERSEDED SURVEY CONTROL
 DM5180
 DM5180.No superseded survey control is available for this station.
 DM5180
 DM5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5321590839(NAD 83)
 DM5180
 DM5180_MARKER: I = METAL ROD
 DM5180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5180_STAMPING: 0116 W 1983 2009
 DM5180_MARK LOGO: MNDT  
 DM5180_PROJECTION: RECESSED 0 CENTIMETERS
 DM5180_MAGNETIC: I = MARKER IS A STEEL ROD
 DM5180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM5180+STABILITY: POSITION/ELEVATION WELL
 DM5180_ROD/PIPE-DEPTH: 15.2 meters
 DM5180_SLEEVE-DEPTH  :  3.0 meters
 DM5180
 DM5180  HISTORY     - Date     Condition        Report By
 DM5180  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5180
 DM5180                          STATION DESCRIPTION
 DM5180
 DM5180'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5180'8.15 MI (13.1 KM) SOUTH OF HILL CITY, 8.15 MI (13.1 KM) SOUTH ON TRUNK
 DM5180'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5180'200 AT HILL CITY, AT TRUNK HIGHWAY 169 MILE POINT 278.8.
 DM5180' 
 DM5180'IT IS 88.0 FT (26.8 M) WEST OF TRUNK HIGHWAY 169, 9.0 FT (2.7 M) NORTH
 DM5180'OF CENTER OF A FIELD ENTRANCE, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5181 ***********************************************************************
 DM5181  DESIGNATION -  0116 Y RESET
 DM5181  PID         -  DM5181
 DM5181  STATE/COUNTY-  MN/AITKIN
 DM5181  COUNTRY     -  US
 DM5181  USGS QUAD   -  HILL CITY (1970)
 DM5181
 DM5181                         *CURRENT SURVEY CONTROL
 DM5181  ______________________________________________________________________
 DM5181* NAD 83(1986) POSITION- 46 53 05.00   (N) 093 36 47.00   (W)   HD_HELD1  
 DM5181* NAVD 88 ORTHO HEIGHT -   389.880  (meters)    1279.13  (feet) ADJUSTED  
 DM5181  ______________________________________________________________________
 DM5181  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 DM5181  DYNAMIC HEIGHT  -        389.903 (meters)     1279.21  (feet) COMP
 DM5181  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DM5181
 DM5181  VERT ORDER      -  SECOND    CLASS I
 DM5181
 DM5181.The horizontal coordinates were established by differentially corrected
 DM5181.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5181.
 DM5181.The orthometric height was determined by differential leveling and
 DM5181.adjusted in February 2011.
 DM5181
 DM5181.The dynamic height is computed by dividing the NAVD 88
 DM5181.geopotential number by the normal gravity value computed on the
 DM5181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5181.degrees latitude (g = 980.6199 gals.).
 DM5181
 DM5181.The modeled gravity was interpolated from observed gravity values.
 DM5181
 DM5181;                    North         East    Units  Estimated Accuracy
 DM5181;SPC MN C     -   309,680.3     848,545.5     MT  (+/- 3 meters HH1 GPS) 
 DM5181
 DM5181                          SUPERSEDED SURVEY CONTROL
 DM5181
 DM5181.No superseded survey control is available for this station.
 DM5181
 DM5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5329292536(NAD 83)
 DM5181
 DM5181_MARKER: I = METAL ROD
 DM5181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5181_STAMPING: 0116 Y RESET 1983 2009
 DM5181_MARK LOGO: MNDT  
 DM5181_PROJECTION: RECESSED 15 CENTIMETERS
 DM5181_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5181+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DM5181_ROD/PIPE-DEPTH: 12.8 meters
 DM5181
 DM5181  HISTORY     - Date     Condition        Report By
 DM5181  HISTORY     - 20090615 MONUMENTED       MNDT
 DM5181
 DM5181                          STATION DESCRIPTION
 DM5181
 DM5181'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5181'7.05 MI (11.3 KM) SOUTH OF HILL CITY, 7.05 MI (11.3 KM) SOUTH ON TRUNK
 DM5181'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5181'200, AT TRUNK HIGHWAY 169 MILE POINT 279.9.
 DM5181' 
 DM5181'IT IS 57.7 FT (17.6 M) EAST OF TRUNK HIGHWAY 169, 50.0 FT (15.2 M)
 DM5181'SOUTH OF GRAVEL ROAD, 86.5 FT (26.4 M) SOUTH OF POWER POLE, 0.9 FT
 DM5181'(0.3 M) WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5444 ***********************************************************************
 DF5444  DESIGNATION -  0116 Z
 DF5444  PID         -  DF5444
 DF5444  STATE/COUNTY-  MN/AITKIN
 DF5444  COUNTRY     -  US
 DF5444  USGS QUAD   -  HILL CITY (1970)
 DF5444
 DF5444                         *CURRENT SURVEY CONTROL
 DF5444  ______________________________________________________________________
 DF5444* NAD 83(2007) POSITION- 46 53 58.59921(N) 093 36 50.08711(W)   ADJUSTED  
 DF5444* NAD 83(2007) ELLIP HT-   359.165 (meters)        (02/10/07)   ADJUSTED
 DF5444* NAD 83(2007) EPOCH   -  2002.00
 DF5444* NAVD 88 ORTHO HEIGHT -   387.849  (meters)    1272.47  (feet) ADJUSTED  
 DF5444  ______________________________________________________________________
 DF5444  NAD 83(2007) X  -   -275,207.081 (meters)                     COMP
 DF5444  NAD 83(2007) Y  - -4,357,406.354 (meters)                     COMP
 DF5444  NAD 83(2007) Z  -  4,634,408.622 (meters)                     COMP
 DF5444  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 DF5444  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 DF5444  DYNAMIC HEIGHT  -        387.872 (meters)     1272.54  (feet) COMP
 DF5444  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DF5444
 DF5444  VERT ORDER      -  SECOND    CLASS I
 DF5444
 DF5444  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5444  Type                                         Horiz  Ellip  Dist(km)
 DF5444  -------------------------------------------------------------------
 DF5444  NETWORK                                       0.60   0.74
 DF5444  -------------------------------------------------------------------
 DF5444  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.50   0.65      4.71
 DF5444  -------------------------------------------------------------------
 DF5444  NOTE: Click here for information on individual local accuracy
 DF5444  values and other accuracy information.
 DF5444
 DF5444
 DF5444.The horizontal coordinates were established by GPS observations
 DF5444.and adjusted by the National Geodetic Survey in February 2007.
 DF5444
 DF5444.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5444.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5444
 DF5444.The horizontal coordinates are valid at the epoch date displayed above
 DF5444.which is a decimal equivalence of Year/Month/Day.
 DF5444
 DF5444.The orthometric height was determined by differential leveling and
 DF5444.adjusted in May 2009.
 DF5444
 DF5444.Photographs are available for this station.
 DF5444
 DF5444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5444
 DF5444.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5444
 DF5444.The ellipsoidal height was determined by GPS observations
 DF5444.and is referenced to NAD 83.
 DF5444
 DF5444.The dynamic height is computed by dividing the NAVD 88
 DF5444.geopotential number by the normal gravity value computed on the
 DF5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5444.degrees latitude (g = 980.6199 gals.).
 DF5444
 DF5444.The modeled gravity was interpolated from observed gravity values.
 DF5444
 DF5444. The following values were computed from the NAD 83(2007) position.
 DF5444
 DF5444;                    North         East     Units Scale Factor Converg.
 DF5444;SPC MN C     -   311,334.855   848,466.819   MT  0.99997060   +0 27 36.5
 DF5444;SPC MN C     - 1,021,437.77  2,783,678.22   sFT  0.99997060   +0 27 36.5
 DF5444;UTM  15      - 5,194,191.249   453,239.613   MT  0.99962687   -0 26 53.7
 DF5444
 DF5444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5444!SPC MN C     -   0.99994370  x   0.99997060  =   0.99991431
 DF5444!UTM  15      -   0.99994370  x   0.99962687  =   0.99957059
 DF5444
 DF5444                          SUPERSEDED SURVEY CONTROL
 DF5444
 DF5444  NAD 83(1996)-  46 53 58.59875(N)    093 36 50.08692(W) AD(       ) 1
 DF5444  ELLIP H (05/05/03)  359.187  (m)                       GP(       ) 3 1
 DF5444  NAVD 88 (05/05/03)  387.85   (m)         1272.5    (f) LEVELING    3  
 DF5444
 DF5444.Superseded values are not recommended for survey control.
 DF5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5444.See file dsdata.txt to determine how the superseded data were derived.
 DF5444
 DF5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5323994191(NAD 83)
 DF5444
 DF5444_MARKER: DV = VERTICAL CONTROL DISK
 DF5444_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5444_SP_SET: BRIDGE ABUTMENT
 DF5444_STAMPING: 0116 Z 1983
 DF5444_MARK LOGO: MNDT  
 DF5444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5444+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DF5444
 DF5444  HISTORY     - Date     Condition        Report By
 DF5444  HISTORY     - 1983     MONUMENTED       MNDT
 DF5444  HISTORY     - 19970708 GOOD             MNDT
 DF5444  HISTORY     - 20090708 GOOD             MNDT
 DF5444
 DF5444                          STATION DESCRIPTION
 DF5444
 DF5444'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DF5444'THE MARK IS LOCATED ABOUT 6.05 MI (9.74 KM) SOUTH ON TH 169 FROM JCT
 DF5444'OF TH 169 AND TH 200 AT HILL CITY, AT TH 169 MP 280.9, IN SE COR OF TH
 DF5444'169 BRDG 95114 OVER WILLOW RIVER, 40 FT (12.2 M) EAST OF TH 169, 30 FT
 DF5444'(9.1 M) NORTH OF CO RD 7, 0.6 FT (18.3 CM) NORTH OF SOUTH END OF BRDG.
 DF5444'
 DF5444
 DF5444                          STATION RECOVERY (2009)
 DF5444
 DF5444'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DF5444'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6882 ***********************************************************************
 DK6882  DESIGNATION -  02
 DK6882  PID         -  DK6882
 DK6882  STATE/COUNTY-  MN/HOUSTON
 DK6882  COUNTRY     -  US
 DK6882  USGS QUAD   -  LA CRESCENT (1991)
 DK6882
 DK6882                         *CURRENT SURVEY CONTROL
 DK6882  ______________________________________________________________________
 DK6882* NAD 83(1986) POSITION- 43 45 56.2    (N) 091 20 36.6    (W)   HD_HELD2  
 DK6882* NAVD 88 ORTHO HEIGHT -   199.938  (meters)     655.96  (feet) ADJUSTED  
 DK6882  ______________________________________________________________________
 DK6882  GEOID HEIGHT    -        -31.36  (meters)                     GEOID09
 DK6882  DYNAMIC HEIGHT  -        199.903 (meters)      655.85  (feet) COMP
 DK6882  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 DK6882
 DK6882  VERT ORDER      -  SECOND    CLASS I
 DK6882
 DK6882.The horizontal coordinates were established by autonomous hand held GPS
 DK6882.observations and have an estimated accuracy of +/- 10 meters.
 DK6882.
 DK6882.The orthometric height was determined by differential leveling and
 DK6882.adjusted in December 2008.
 DK6882
 DK6882.The dynamic height is computed by dividing the NAVD 88
 DK6882.geopotential number by the normal gravity value computed on the
 DK6882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6882.degrees latitude (g = 980.6199 gals.).
 DK6882
 DK6882.The modeled gravity was interpolated from observed gravity values.
 DK6882
 DK6882;                    North         East    Units  Estimated Accuracy
 DK6882;SPC MN S     -   188,545.    1,013,868.      MT  (+/- 10 meters HH2 GPS)
 DK6882
 DK6882                          SUPERSEDED SURVEY CONTROL
 DK6882
 DK6882.No superseded survey control is available for this station.
 DK6882
 DK6882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3333047173(NAD 83)
 DK6882
 DK6882_MARKER: DV = VERTICAL CONTROL DISK
 DK6882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6882_SP_SET: BRIDGE ABUTMENT
 DK6882_STAMPING: 02 BM 1998
 DK6882_MARK LOGO: MNHD  
 DK6882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6882+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6882
 DK6882  HISTORY     - Date     Condition        Report By
 DK6882  HISTORY     - 1996     MONUMENTED       MNDT
 DK6882  HISTORY     - 20070109 GOOD             MNDT
 DK6882
 DK6882                          STATION DESCRIPTION
 DK6882
 DK6882'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6882'0.2 MI (0.3 KM) NORTH-NORTHEAST OF HOKAH, 0.2 MI (0.3 KM)
 DK6882'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6882'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, THENCE 0.1 MI (0.2 KM) EAST
 DK6882'ALONG COUNTY ROAD 7, IN THE TOP OF BRIDGE RAIL AT THE SOUTHEAST CORNER
 DK6882'OF HOUSTON COUNTY BRIDGE NUMBER 28528 (COUNTY ROAD 7 OVER ROOT RIVER
 DK6882'OVERFLOW).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2057 ***********************************************************************
 QO2057  DESIGNATION -  0203 A
 QO2057  PID         -  QO2057
 QO2057  STATE/COUNTY-  MN/ANOKA
 QO2057  COUNTRY     -  US
 QO2057  USGS QUAD   -  COON RAPIDS (1993)
 QO2057
 QO2057                         *CURRENT SURVEY CONTROL
 QO2057  ______________________________________________________________________
 QO2057* NAD 83(1986) POSITION- 45 07 44.18   (N) 093 15 28.90   (W)   HD_HELD1  
 QO2057* NAVD 88 ORTHO HEIGHT -   273.590  (meters)     897.60  (feet) ADJUSTED  
 QO2057  ______________________________________________________________________
 QO2057  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 QO2057  DYNAMIC HEIGHT  -        273.586 (meters)      897.59  (feet) COMP
 QO2057  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO2057
 QO2057  VERT ORDER      -  SECOND    CLASS II
 QO2057
 QO2057.The horizontal coordinates were established by differentially corrected
 QO2057.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2057.
 QO2057.The orthometric height was determined by differential leveling and
 QO2057.adjusted in June 1991.
 QO2057
 QO2057.Photographs are available for this station.
 QO2057
 QO2057.The dynamic height is computed by dividing the NAVD 88
 QO2057.geopotential number by the normal gravity value computed on the
 QO2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2057.degrees latitude (g = 980.6199 gals.).
 QO2057
 QO2057.The modeled gravity was interpolated from observed gravity values.
 QO2057
 QO2057;                    North         East    Units  Estimated Accuracy
 QO2057;SPC MN S     -   336,820.6     858,368.9     MT  (+/- 3 meters HH1 GPS) 
 QO2057
 QO2057                          SUPERSEDED SURVEY CONTROL
 QO2057
 QO2057.No superseded survey control is available for this station.
 QO2057
 QO2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7970997306(NAD 83)
 QO2057
 QO2057_MARKER: DB = BENCH MARK DISK
 QO2057_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2057_SP_SET: ALUMINUM ALLOY ROD
 QO2057_STAMPING: 0203 A 1979
 QO2057_MARK LOGO: MNDT  
 QO2057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2057
 QO2057  HISTORY     - Date     Condition        Report By
 QO2057  HISTORY     - 1978     MONUMENTED       MNDT
 QO2057
 QO2057                          STATION DESCRIPTION
 QO2057
 QO2057'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO2057'IN BLAINE.
 QO2057'THE MARK IS LOCATED IN THE TOWN OF BLAINE, 0.7 MILE SOUTHEAST ALONG
 QO2057'TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 9726 (TRUNK HIGHWAY 47 NORTHBOUND
 QO2057'OVER COON RAPIDS BOULEVARD), IN THE SW 1/4 OF SECTION 31, T31N, R23W.
 QO2057'THE MARK IS IN THE RAISED BITUMINOUS ISLAND OF THE CENTERLINE OF
 QO2057'WASHINGTON STEET NORTHEAST, 62 FEET NORTHEAST OF THE CENTERLINE OF
 QO2057'TRUNK HIGHWAY 10 WESTBOUND.  THE MARK, A STANDARD MNDT VERTICAL
 QO2057'CONTROL MONUMENT DISK STAMPED---0203 A 1979---, IS SET ON THE TOP OF
 QO2057'40 FEET OF ALUMINUM ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE
 QO2057'SURFACE OF THE GROUND AND ABOUT LEVEL WITH CENTERLINE TRUNK HIGHWAY
 QO2057'10 WESTBOUND AT MILEPOINT 233.8.  THE MARK HAS TWO IRON PINS DRIVEN
 QO2057'BESIDE THE DISK TO MAKE THE MARK MAGNETIC, WHICH HAS NO WITNESS POST
 QO2057'SET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2062 ***********************************************************************
 QO2062  DESIGNATION -  0203 C
 QO2062  PID         -  QO2062
 QO2062  STATE/COUNTY-  MN/ANOKA
 QO2062  COUNTRY     -  US
 QO2062  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2062
 QO2062                         *CURRENT SURVEY CONTROL
 QO2062  ______________________________________________________________________
 QO2062* NAD 83(1986) POSITION- 45 07 00.     (N) 093 13 45.     (W)   SCALED    
 QO2062* NAVD 88 ORTHO HEIGHT -   278.503  (meters)     913.72  (feet) ADJUSTED  
 QO2062  ______________________________________________________________________
 QO2062  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 QO2062  DYNAMIC HEIGHT  -        278.498 (meters)      913.71  (feet) COMP
 QO2062  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO2062
 QO2062  VERT ORDER      -  SECOND    CLASS II
 QO2062
 QO2062.The horizontal coordinates were scaled from a topographic map and have
 QO2062.an estimated accuracy of +/- 6 seconds.
 QO2062.
 QO2062.The orthometric height was determined by differential leveling and
 QO2062.adjusted in June 1991.
 QO2062
 QO2062.The dynamic height is computed by dividing the NAVD 88
 QO2062.geopotential number by the normal gravity value computed on the
 QO2062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2062.degrees latitude (g = 980.6199 gals.).
 QO2062
 QO2062.The modeled gravity was interpolated from observed gravity values.
 QO2062
 QO2062;                    North         East    Units  Estimated Accuracy
 QO2062;SPC MN S     -   335,480.      860,650.      MT  (+/- 180 meters Scaled)
 QO2062
 QO2062                          SUPERSEDED SURVEY CONTROL
 QO2062
 QO2062.No superseded survey control is available for this station.
 QO2062
 QO2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK819959(NAD 83)
 QO2062
 QO2062_MARKER: DB = BENCH MARK DISK
 QO2062_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2062_SP_SET: METAL ROD WITH BASE PLATE
 QO2062_STAMPING: 0203 C 1979
 QO2062_MARK LOGO: MNDT  
 QO2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2062+STABILITY: SURFACE MOTION
 QO2062
 QO2062  HISTORY     - Date     Condition        Report By
 QO2062  HISTORY     - 1979     MONUMENTED       MNDT
 QO2062
 QO2062                          STATION DESCRIPTION
 QO2062
 QO2062'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2062'IN SPRING LAKE PARK.
 QO2062'THE MARK IS LOCATED IN THE TOWN OF SPRING LAKE PARK, 0.5 MILE
 QO2062'SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM BRIDGE NUMBER 9264 (TRUNK
 QO2062'HIGHWAY 10 EASTBOUND OVER TRUNK HIGHWAY 65), IN THE SE 1/4 OF SECTION
 QO2062'1, T30N, R24W.  THE MARK IS 310 FEET WEST OF CENTERLINE OF PLEASANT
 QO2062'VIEW DRIVE, 82 FEET SOUTHEAST OF A POWER POLE, 75 FEET SOUTHEAST OF A
 QO2062'FIRE HYDRANT, AND 70 FEET SOUTHWEST OF CENTERLINE OF TRUNK HIGHWAY 10
 QO2062'EASTBOUND.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2062'STAMPED---0203 C 1979---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2062'STEEL ROD WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 QO2062'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS
 QO2062'5.0 FEET NORTHEAST OF A STEEL WITNESS POST, FLUSH WITH THE GROUND,
 QO2062'AND ABOUT LEVEL WITH CENTERLINE TRUNK HIGHWAY 10 EASTBOUND AT
 QO2062'MILEPOINT 235.55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0456 ***********************************************************************
 QO0456  DESIGNATION -  0205 A
 QO0456  PID         -  QO0456
 QO0456  STATE/COUNTY-  MN/ANOKA
 QO0456  COUNTRY     -  US
 QO0456  USGS QUAD   -  COON RAPIDS (1993)
 QO0456
 QO0456                         *CURRENT SURVEY CONTROL
 QO0456  ______________________________________________________________________
 QO0456* NAD 83(1986) POSITION- 45 08 10.     (N) 093 16 13.     (W)   SCALED    
 QO0456* NAVD 88 ORTHO HEIGHT -   276.682  (meters)     907.75  (feet) ADJUSTED  
 QO0456  ______________________________________________________________________
 QO0456  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0456  DYNAMIC HEIGHT  -        276.677 (meters)      907.73  (feet) COMP
 QO0456  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QO0456
 QO0456  VERT ORDER      -  FIRST     CLASS I
 QO0456
 QO0456.The horizontal coordinates were scaled from a topographic map and have
 QO0456.an estimated accuracy of +/- 6 seconds.
 QO0456.
 QO0456.The orthometric height was determined by differential leveling and
 QO0456.adjusted in June 1991.
 QO0456
 QO0456.Photographs are available for this station.
 QO0456
 QO0456.The dynamic height is computed by dividing the NAVD 88
 QO0456.geopotential number by the normal gravity value computed on the
 QO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0456.degrees latitude (g = 980.6199 gals.).
 QO0456
 QO0456.The modeled gravity was interpolated from observed gravity values.
 QO0456
 QO0456;                    North         East    Units  Estimated Accuracy
 QO0456;SPC MN S     -   337,610.      857,400.      MT  (+/- 180 meters Scaled)
 QO0456
 QO0456                          SUPERSEDED SURVEY CONTROL
 QO0456
 QO0456  NGVD 29 (??/??/92)  276.614  (m)          907.52   (f) ADJ UNCH    1 1
 QO0456
 QO0456.Superseded values are not recommended for survey control.
 QO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0456.See file dsdata.txt to determine how the superseded data were derived.
 QO0456
 QO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787981(NAD 83)
 QO0456
 QO0456_MARKER: Z = SEE DESCRIPTION
 QO0456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0456_SP_SET: BRIDGE WING WALL
 QO0456_STAMPING: UNSTAMPED
 QO0456_MARK LOGO: MNHD  
 QO0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0456+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2008
 QO0456
 QO0456  HISTORY     - Date     Condition        Report By
 QO0456  HISTORY     - 1968     MONUMENTED       MNHD
 QO0456  HISTORY     - 1972     GOOD             MNDT
 QO0456  HISTORY     - 1978     GOOD             MNDT
 QO0456  HISTORY     - 19871011 GOOD             MNDT
 QO0456  HISTORY     - 20080416 GOOD             MNDT
 QO0456
 QO0456                          STATION DESCRIPTION
 QO0456
 QO0456'DESCRIBED BY MN DEPT OF TRANSP 1972
 QO0456'IN COON RAPIDS.
 QO0456'IN COON RAPIDS, 1.05 MILES SOUTH ALONG COUNTY ROAD 1 (EAST RIVER
 QO0456'BOULEVARD) FROM THE CITY HALL OF COON RAPIDS, THENCE, 1.2 MILES
 QO0456'NORTHEAST ALONG COUNTY ROAD 11 (FOLEY BOULEVARD), THENCE, 1.1 MILES
 QO0456'SOUTH ALONG TH 10 AND TH 47, 18 FEET WEST OF AND 1 FOOT HIGHER THAN
 QO0456'THE CENTERLINE OF SOUTH BOUND TH 47, IN THE NORTHWEST CORNER
 QO0456'(ABUTMENT) OF BRIDGE 9725, SOUTH BOUND TH 47 OVER COON RAPIDS
 QO0456'BOULEVARD (OLD TH 10).  NOTE-- THIS MARK IS ALSO 0.25 MILES SOUTH
 QO0456'ALONG TH 65 (CENTRAL AVENUE) FROM THE BLAINE CITY HALL, THENCE, 1.45
 QO0456'MILES WEST ALONG COUNTY ROAD 10, THENCE 0.4 MILES NORTHWEST ALONG TH
 QO0456'10 (COON RAPIDS BOULEVARD).  NE 1/4, SEC 36, T 31N, R 24W.
 QO0456
 QO0456                          STATION RECOVERY (1978)
 QO0456
 QO0456'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO0456'RECOVERED IN GOOD CONDITION.
 QO0456
 QO0456                          STATION RECOVERY (1987)
 QO0456
 QO0456'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0456'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, AT THE SOUTH JUNCTION
 QO0456'OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 10 (COON RAPIDS BOULEVARD) NEAR
 QO0456'NORTH TOWN SHOPPING CENTER, IN THE NE 1/4 OF SECTION 36, T31N, R24W.
 QO0456'THE MARK, A BRASS PLUG WITH NO STAMPING, IS SET PROJECTING 0.5 INCH
 QO0456'FROM THE TOP OF THE CONCRETE WINGWALL IN THE NORTHEAST CORNER OF
 QO0456'BRIDGE NUMBER 9725, TRUNK HIGHWAY 47 SOUTHBOUND OVER TRUNK HIGHWAY 10
 QO0456'EASTBOUND (COON RAPIDS BOULEVARD), AT TRUNK HIGHWAY 10 MILEPOINT
 QO0456'233.1.
 QO0456
 QO0456                          STATION RECOVERY (2008)
 QO0456
 QO0456'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 QO0456'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF OSSEO, 5.9 MI
 QO0456'(9.5 KM) NORTHWEST OF NEW BRIGHTON AND 5.9 MI (9.5 KM) WEST OF CIRCLE
 QO0456'PINES.
 QO0456' 
 QO0456'TO REACH TO THE MARK FROM TRUNK HIGHWAY 10 MILE POINT 233.1, AT SOUTH
 QO0456'JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 10 (COON RAPIDS
 QO0456'BOULEVARD), NEAR NORTHTOWN SHOPPING CENTER, STATION IS BRASS PLUG IN
 QO0456'NORTHWEST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 47 BRIDGE 9725 OVER
 QO0456'TRUNK HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0443 ***********************************************************************
 QO0443  DESIGNATION -  0205 C
 QO0443  PID         -  QO0443
 QO0443  STATE/COUNTY-  MN/ANOKA
 QO0443  COUNTRY     -  US
 QO0443  USGS QUAD   -  COON RAPIDS (1993)
 QO0443
 QO0443                         *CURRENT SURVEY CONTROL
 QO0443  ______________________________________________________________________
 QO0443* NAD 83(1986) POSITION- 45 07 44.13   (N) 093 16 06.31   (W)   HD_HELD1  
 QO0443* NAVD 88 ORTHO HEIGHT -   270.281  (meters)     886.75  (feet) ADJUSTED  
 QO0443  ______________________________________________________________________
 QO0443  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 QO0443  DYNAMIC HEIGHT  -        270.277 (meters)      886.73  (feet) COMP
 QO0443  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QO0443
 QO0443  VERT ORDER      -  FIRST     CLASS I
 QO0443
 QO0443.The horizontal coordinates were established by differentially corrected
 QO0443.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0443.
 QO0443.The orthometric height was determined by differential leveling and
 QO0443.adjusted in June 1991.
 QO0443
 QO0443.Photographs are available for this station.
 QO0443
 QO0443.The dynamic height is computed by dividing the NAVD 88
 QO0443.geopotential number by the normal gravity value computed on the
 QO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0443.degrees latitude (g = 980.6199 gals.).
 QO0443
 QO0443.The modeled gravity was interpolated from observed gravity values.
 QO0443
 QO0443;                    North         East    Units  Estimated Accuracy
 QO0443;SPC MN S     -   336,811.7     857,551.5     MT  (+/- 3 meters HH1 GPS) 
 QO0443
 QO0443                          SUPERSEDED SURVEY CONTROL
 QO0443
 QO0443  NGVD 29 (??/??/92)  270.215  (m)          886.53   (f) ADJ UNCH    1 1
 QO0443
 QO0443.Superseded values are not recommended for survey control.
 QO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0443.See file dsdata.txt to determine how the superseded data were derived.
 QO0443
 QO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7889197307(NAD 83)
 QO0443
 QO0443_MARKER: DB = BENCH MARK DISK
 QO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0443_SP_SET: CONCRETE POST
 QO0443_STAMPING: 0205 C 1968
 QO0443_MARK LOGO: MNHD  
 QO0443_PROJECTION: FLUSH
 QO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0443+STABILITY: SURFACE MOTION
 QO0443
 QO0443  HISTORY     - Date     Condition        Report By
 QO0443  HISTORY     - 1968     MONUMENTED       MNHD
 QO0443  HISTORY     - 1970     GOOD             NGS
 QO0443  HISTORY     - 1979     GOOD             MNDT
 QO0443
 QO0443                          STATION DESCRIPTION
 QO0443
 QO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0443'3.2 MI N FROM FRIDLEY.
 QO0443'ABOUT 3.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 QO0443'FRIDLEY, 0.5 MILE SOUTH OF HIGHWAY OVERPASS NUMBER 9726 OVER COON
 QO0443'RAPIDS BOULEVARD, 90 FEET WEST OF THE CENTER LINE OF THE WEST LANES OF
 QO0443'THE HIGHWAY, 48 1/2 FEET SOUTH OF A 12-INCH OAK TREE, 31 FEET NORTH OF
 QO0443'A 10-INCH OAK TREE, 125.0 FEET NORTH OF BENCH MARK N 254, 0.8 FOOT
 QO0443'EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 QO0443'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 QO0443'SURFACE OF THE GROUND.  NOTE-- THIS MARK IS ALSO 1.05 MILES SOUTH
 QO0443'ALONG E. RIVER BOULEVARD WHICH IS COUNTY ROAD 1 FROM THE CITY HALL AT
 QO0443'COON RAPIDS, THENCE 1.2 MILES NORTHEAST ALONG FOLEY BOULEVARD WHICH IS
 QO0443'COUNTY ROAD 11, THENCE 1.1 MILES SOUTH ALONG U.S. HIGHWAY 10 AND STATE
 QO0443'HIGHWAY 47, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 47. 1/4, SEC 36,
 QO0443'T31N, R 24W.
 QO0443
 QO0443                          STATION RECOVERY (1979)
 QO0443
 QO0443'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0443'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE TOWN
 QO0443'OF COON RAPIDS, 0.5 MILE SOUTH MEASURED ALONG TRUNK HIGHWAY 47 FROM
 QO0443'THE SOUTH JUNCTION OF TRUNK HIGHWAY 10 (COON RAPIDS BOULEVARD) AND
 QO0443'TRUNK HIGHWAY 47, IN THE SE 1/4 OF SECTION 36, T31N, R24W.  THE MARK
 QO0443'IS ABOUT 285 FEET SOUTH OF A CURVE IN THE SOUTHBOUND LANE OF TRUNK
 QO0443'HIGHWAY 47, 90 FEET WEST OF TRUNK HIGHWAY 47 SOUTHBOUND (STATION
 QO0443'591.86), ABOUT 50 FEET SOUTH OF A 14 INCH OAK TREE, 30 FEET NORTH OF
 QO0443'A 12 INCH OAK TREE IN THE EDGE OF AN OAK GROVE.  THE MARK, A STANDARD
 QO0443'MNHD BENCH MARK DISK STAMPED---0205 C 1968---, IS SET IN THE TOP OF A
 QO0443'6 FOOT PRECAST CONCRETE POST, FLUSH WITH THE GROUND, 1.0 FOOT EAST OF
 QO0443'A STEEL WITNESS POST, AND 1.5 FEET ABOVE THE CENTERLINE OF TRUNK
 QO0443'HIGHWAY 47 AT MILEPOINT 11.9.  STEEL IN THE CONCRETE POST MAKES THE
 QO0443'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0441 ***********************************************************************
 QO0441  DESIGNATION -  0205 D
 QO0441  PID         -  QO0441
 QO0441  STATE/COUNTY-  MN/ANOKA
 QO0441  COUNTRY     -  US
 QO0441  USGS QUAD   -  COON RAPIDS (1993)
 QO0441
 QO0441                         *CURRENT SURVEY CONTROL
 QO0441  ______________________________________________________________________
 QO0441* NAD 83(1986) POSITION- 45 07 33.38   (N) 093 15 54.22   (W)   HD_HELD1  
 QO0441* NAVD 88 ORTHO HEIGHT -   270.832  (meters)     888.55  (feet) ADJUSTED  
 QO0441  ______________________________________________________________________
 QO0441  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 QO0441  DYNAMIC HEIGHT  -        270.828 (meters)      888.54  (feet) COMP
 QO0441  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QO0441
 QO0441  VERT ORDER      -  FIRST     CLASS I
 QO0441
 QO0441.The horizontal coordinates were established by differentially corrected
 QO0441.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0441.
 QO0441.The orthometric height was determined by differential leveling and
 QO0441.adjusted in June 1991.
 QO0441
 QO0441.Photographs are available for this station.
 QO0441
 QO0441.The dynamic height is computed by dividing the NAVD 88
 QO0441.geopotential number by the normal gravity value computed on the
 QO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0441.degrees latitude (g = 980.6199 gals.).
 QO0441
 QO0441.The modeled gravity was interpolated from observed gravity values.
 QO0441
 QO0441;                    North         East    Units  Estimated Accuracy
 QO0441;SPC MN S     -   336,482.2     857,818.7     MT  (+/- 3 meters HH1 GPS) 
 QO0441
 QO0441                          SUPERSEDED SURVEY CONTROL
 QO0441
 QO0441  NGVD 29 (??/??/92)  270.766  (m)          888.34   (f) ADJ UNCH    1 1
 QO0441
 QO0441.Superseded values are not recommended for survey control.
 QO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0441.See file dsdata.txt to determine how the superseded data were derived.
 QO0441
 QO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7915496974(NAD 83)
 QO0441
 QO0441_MARKER: DB = BENCH MARK DISK
 QO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0441_STAMPING: 0205 D 1968
 QO0441_MARK LOGO: MNHD  
 QO0441_PROJECTION: RECESSED 20 CENTIMETERS
 QO0441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0441+STABILITY: SURFACE MOTION
 QO0441
 QO0441  HISTORY     - Date     Condition        Report By
 QO0441  HISTORY     - 1968     MONUMENTED       MNHD
 QO0441  HISTORY     - 1970     GOOD             NGS
 QO0441  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0441
 QO0441                          STATION DESCRIPTION
 QO0441
 QO0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0441'2.95 MI N FROM FRIDLEY.
 QO0441'ABOUT 2.95 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 QO0441'FRIDLEY, 0.05 MILE NORTH OF THE INTERSECTION OF THE HIGHWAY AND
 QO0441'UNIVERSITY AVENUE, ON THE MEDIAN OF THE HIGHWAY, 23 FEET SOUTHWEST OF
 QO0441'THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 10.2 FEET
 QO0441'NORTHWEST OF THE NORTHWEST EDGE OF THE MEDIAN, 9.0 FEET NORTHEAST OF
 QO0441'THE SOUTHWEST EDGE OF THE MEDIAN, 80 FEET SOUTHEAST OF A METAL GRATE
 QO0441'FOR A CATCH BASIN, 0.5 FOOT SOUTHEAST OF A METAL WITNESS POST, AND SET
 QO0441'IN THE TOP OF A CONCRETE POST WHICH IS 4 INCHES BELOW THE SURFACE OF
 QO0441'THE MEDIAN.  1/4, SEC 31, T31N, R 23W.
 QO0441
 QO0441                          STATION RECOVERY (1990)
 QO0441
 QO0441'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0439 ***********************************************************************
 QO0439  DESIGNATION -  0205 F
 QO0439  PID         -  QO0439
 QO0439  STATE/COUNTY-  MN/ANOKA
 QO0439  COUNTRY     -  US
 QO0439  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0439
 QO0439                         *CURRENT SURVEY CONTROL
 QO0439  ______________________________________________________________________
 QO0439* NAD 83(1986) POSITION- 45 06 57.26   (N) 093 15 49.40   (W)   HD_HELD1  
 QO0439* NAVD 88 ORTHO HEIGHT -   267.341  (meters)     877.10  (feet) ADJUSTED  
 QO0439  ______________________________________________________________________
 QO0439  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 QO0439  DYNAMIC HEIGHT  -        267.337 (meters)      877.09  (feet) COMP
 QO0439  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QO0439
 QO0439  VERT ORDER      -  FIRST     CLASS I
 QO0439
 QO0439.The horizontal coordinates were established by differentially corrected
 QO0439.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0439.
 QO0439.The orthometric height was determined by differential leveling and
 QO0439.adjusted in June 1991.
 QO0439
 QO0439.Photographs are available for this station.
 QO0439
 QO0439.The dynamic height is computed by dividing the NAVD 88
 QO0439.geopotential number by the normal gravity value computed on the
 QO0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0439.degrees latitude (g = 980.6199 gals.).
 QO0439
 QO0439.The modeled gravity was interpolated from observed gravity values.
 QO0439
 QO0439;                    North         East    Units  Estimated Accuracy
 QO0439;SPC MN S     -   335,368.2     857,934.0     MT  (+/- 3 meters HH1 GPS) 
 QO0439
 QO0439                          SUPERSEDED SURVEY CONTROL
 QO0439
 QO0439  NGVD 29 (??/??/92)  267.277  (m)          876.89   (f) ADJ UNCH    1 1
 QO0439
 QO0439.Superseded values are not recommended for survey control.
 QO0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0439.See file dsdata.txt to determine how the superseded data were derived.
 QO0439
 QO0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925695859(NAD 83)
 QO0439
 QO0439_MARKER: DB = BENCH MARK DISK
 QO0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0439_STAMPING: 0205 F 1968
 QO0439_MARK LOGO: MNHD  
 QO0439_PROJECTION: RECESSED 30 CENTIMETERS
 QO0439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0439+STABILITY: SURFACE MOTION
 QO0439
 QO0439  HISTORY     - Date     Condition        Report By
 QO0439  HISTORY     - 1968     MONUMENTED       MNHD
 QO0439  HISTORY     - 1970     GOOD             NGS
 QO0439  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0439
 QO0439                          STATION DESCRIPTION
 QO0439
 QO0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0439'2.2 MI N FROM FRIDLEY.
 QO0439'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 QO0439'FRIDLEY, ON THE MEDIAN FOR THE HIGHWAY, 270 FEET NORTH OF THE CENTER
 QO0439'LINE OF 81ST AVENUE, 43 FEET WEST OF THE CENTER LINE OF THE EAST LANES
 QO0439'OF THE HIGHWAY, 147 FEET NORTH OF THE EAST END OF AN 18-INCH CONCRETE
 QO0439'PIPE CULVERT, 0.5 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET
 QO0439'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 QO0439'WHICH IS 1 INCH BELOW THE LEVEL OF THE GROUND.  1/4, SEC 2, T30N, R
 QO0439'24W.
 QO0439
 QO0439                          STATION RECOVERY (1990)
 QO0439
 QO0439'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0438 ***********************************************************************
 QO0438  DESIGNATION -  0205 G
 QO0438  PID         -  QO0438
 QO0438  STATE/COUNTY-  MN/ANOKA
 QO0438  COUNTRY     -  US
 QO0438  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0438
 QO0438                         *CURRENT SURVEY CONTROL
 QO0438  ______________________________________________________________________
 QO0438* NAD 83(1986) POSITION- 45 06 27.83   (N) 093 15 49.42   (W)   HD_HELD1  
 QO0438* NAVD 88 ORTHO HEIGHT -   265.241  (meters)     870.21  (feet) ADJUSTED  
 QO0438  ______________________________________________________________________
 QO0438  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 QO0438  DYNAMIC HEIGHT  -        265.237 (meters)      870.20  (feet) COMP
 QO0438  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 QO0438
 QO0438  VERT ORDER      -  FIRST     CLASS I
 QO0438
 QO0438.The horizontal coordinates were established by differentially corrected
 QO0438.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0438.
 QO0438.The orthometric height was determined by differential leveling and
 QO0438.adjusted in June 1991.
 QO0438
 QO0438.Photographs are available for this station.
 QO0438
 QO0438.The dynamic height is computed by dividing the NAVD 88
 QO0438.geopotential number by the normal gravity value computed on the
 QO0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0438.degrees latitude (g = 980.6199 gals.).
 QO0438
 QO0438.The modeled gravity was interpolated from observed gravity values.
 QO0438
 QO0438;                    North         East    Units  Estimated Accuracy
 QO0438;SPC MN S     -   334,459.7     857,941.8     MT  (+/- 3 meters HH1 GPS) 
 QO0438
 QO0438                          SUPERSEDED SURVEY CONTROL
 QO0438
 QO0438  NGVD 29 (??/??/92)  265.178  (m)          870.00   (f) ADJ UNCH    1 1
 QO0438
 QO0438.Superseded values are not recommended for survey control.
 QO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0438.See file dsdata.txt to determine how the superseded data were derived.
 QO0438
 QO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925394951(NAD 83)
 QO0438
 QO0438_MARKER: DB = BENCH MARK DISK
 QO0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0438_STAMPING: 0205 G 1968
 QO0438_MARK LOGO: MNHD  
 QO0438_PROJECTION: RECESSED 61 CENTIMETERS
 QO0438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0438+STABILITY: SURFACE MOTION
 QO0438
 QO0438  HISTORY     - Date     Condition        Report By
 QO0438  HISTORY     - 1968     MONUMENTED       MNHD
 QO0438  HISTORY     - 1970     GOOD             NGS
 QO0438  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0438
 QO0438                          STATION DESCRIPTION
 QO0438
 QO0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0438'1.6 MI N FROM FRIDLEY.
 QO0438'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 QO0438'FRIDLEY, ON THE MEDIAN FOR THE HIGHWAY, 207.0 FEET NORTH OF THE CENTER
 QO0438'OF THE INTERSECTION OF THE HIGHWAY AND OSBORNE ROAD WHICH IS COUNTY
 QO0438'ROAD 8, 43 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF THE
 QO0438'HIGHWAY, 166 FEET NORTH OF A SIGNAL LIGHT THAT IS LOCATED IN THE SOUTH
 QO0438'END OF THE MEDIAN, 0.8 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2
 QO0438'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 QO0438'POST WHICH IS LEVEL WITH THE GROUND.  1/4, SEC 11, T30N, R 24W.
 QO0438
 QO0438                          STATION RECOVERY (1990)
 QO0438
 QO0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0436 ***********************************************************************
 QO0436  DESIGNATION -  0205 I
 QO0436  PID         -  QO0436
 QO0436  STATE/COUNTY-  MN/ANOKA
 QO0436  COUNTRY     -  US
 QO0436  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0436
 QO0436                         *CURRENT SURVEY CONTROL
 QO0436  ______________________________________________________________________
 QO0436* NAD 83(1986) POSITION- 45 05 45.23   (N) 093 15 48.70   (W)   HD_HELD1  
 QO0436* NAVD 88 ORTHO HEIGHT -   261.620  (meters)     858.33  (feet) ADJUSTED  
 QO0436  ______________________________________________________________________
 QO0436  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 QO0436  DYNAMIC HEIGHT  -        261.616 (meters)      858.32  (feet) COMP
 QO0436  MODELED GRAVITY -    980,596.8   (mgal)                       NAVD 88
 QO0436
 QO0436  VERT ORDER      -  FIRST     CLASS I
 QO0436
 QO0436.The horizontal coordinates were established by differentially corrected
 QO0436.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0436.
 QO0436.The orthometric height was determined by differential leveling and
 QO0436.adjusted in June 1991.
 QO0436
 QO0436.Photographs are available for this station.
 QO0436
 QO0436.The dynamic height is computed by dividing the NAVD 88
 QO0436.geopotential number by the normal gravity value computed on the
 QO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0436.degrees latitude (g = 980.6199 gals.).
 QO0436
 QO0436.The modeled gravity was interpolated from observed gravity values.
 QO0436
 QO0436;                    North         East    Units  Estimated Accuracy
 QO0436;SPC MN S     -   333,144.9     857,969.4     MT  (+/- 3 meters HH1 GPS) 
 QO0436
 QO0436                          SUPERSEDED SURVEY CONTROL
 QO0436
 QO0436  NGVD 29 (??/??/92)  261.558  (m)          858.13   (f) ADJ UNCH    1 1
 QO0436
 QO0436.Superseded values are not recommended for survey control.
 QO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0436.See file dsdata.txt to determine how the superseded data were derived.
 QO0436
 QO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7926493637(NAD 83)
 QO0436
 QO0436_MARKER: DB = BENCH MARK DISK
 QO0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0436_STAMPING: 0205 I 1968
 QO0436_MARK LOGO: MNHD  
 QO0436_PROJECTION: FLUSH
 QO0436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0436+STABILITY: SURFACE MOTION
 QO0436
 QO0436  HISTORY     - Date     Condition        Report By
 QO0436  HISTORY     - 1968     MONUMENTED       MNHD
 QO0436  HISTORY     - 1970     GOOD             NGS
 QO0436  HISTORY     - 1990     GOOD             USPSQD
 QO0436
 QO0436                          STATION DESCRIPTION
 QO0436
 QO0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0436'0.75 MI N FROM FRIDLEY.
 QO0436'ABOUT 0.75 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE CITY HALL AT
 QO0436'FRIDLEY, 110 FEET SOUTH OF THE EXTENDED CENTER LINE OF 71ST AVENUE NE,
 QO0436'ON THE MEDIAN OF THE HIGHWAY, 31.7 FEET WEST OF THE CENTER LINE OF THE
 QO0436'EAST LANES OF THE HIGHWAY, 32.0 FEET EAST OF THE CENTER LINE OF THE
 QO0436'WEST LANES OF THE HIGHWAY, 150.0 FEET SOUTH OF THE EAST END OF AN
 QO0436'18-INCH CONCRETE TUBULAR CULVERT UNDER THE WEST LANES OF THE HIGHWAY,
 QO0436'17.0 FEET EAST OF THE NORTH END OF THE EAST CURB OF THE WEST LANES OF
 QO0436'THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 QO0436'CONCRETE POST WHICH IS LEVEL WITH THE GROUND.  1/4, SEC 11, T30N, R
 QO0436'24W.
 QO0436
 QO0436                          STATION RECOVERY (1990)
 QO0436
 QO0436'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0434 ***********************************************************************
 QO0434  DESIGNATION -  0205 K
 QO0434  PID         -  QO0434
 QO0434  STATE/COUNTY-  MN/ANOKA
 QO0434  COUNTRY     -  US
 QO0434  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0434
 QO0434                         *CURRENT SURVEY CONTROL
 QO0434  ______________________________________________________________________
 QO0434* NAD 83(1986) POSITION- 45 05 03.84   (N) 093 15 48.73   (W)   HD_HELD1  
 QO0434* NAVD 88 ORTHO HEIGHT -   262.148  (meters)     860.06  (feet) ADJUSTED  
 QO0434  ______________________________________________________________________
 QO0434  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 QO0434  DYNAMIC HEIGHT  -        262.145 (meters)      860.05  (feet) COMP
 QO0434  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 QO0434
 QO0434  VERT ORDER      -  FIRST     CLASS I
 QO0434
 QO0434.The horizontal coordinates were established by differentially corrected
 QO0434.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0434.
 QO0434.The orthometric height was determined by differential leveling and
 QO0434.adjusted in June 1991.
 QO0434
 QO0434.Photographs are available for this station.
 QO0434
 QO0434.The dynamic height is computed by dividing the NAVD 88
 QO0434.geopotential number by the normal gravity value computed on the
 QO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0434.degrees latitude (g = 980.6199 gals.).
 QO0434
 QO0434.The modeled gravity was interpolated from observed gravity values.
 QO0434
 QO0434;                    North         East    Units  Estimated Accuracy
 QO0434;SPC MN S     -   331,867.2     857,980.2     MT  (+/- 3 meters HH1 GPS) 
 QO0434
 QO0434                          SUPERSEDED SURVEY CONTROL
 QO0434
 QO0434  NGVD 29 (??/??/92)  262.088  (m)          859.87   (f) ADJ UNCH    1 1
 QO0434
 QO0434.Superseded values are not recommended for survey control.
 QO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0434.See file dsdata.txt to determine how the superseded data were derived.
 QO0434
 QO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925992360(NAD 83)
 QO0434
 QO0434_MARKER: DB = BENCH MARK DISK
 QO0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0434_STAMPING: 0205 K 1968
 QO0434_MARK LOGO: MNHD  
 QO0434_PROJECTION: RECESSED 8 CENTIMETERS
 QO0434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0434+STABILITY: SURFACE MOTION
 QO0434
 QO0434  HISTORY     - Date     Condition        Report By
 QO0434  HISTORY     - 1968     MONUMENTED       MNHD
 QO0434  HISTORY     - 1970     GOOD             NGS
 QO0434  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QO0434
 QO0434                          STATION DESCRIPTION
 QO0434
 QO0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0434'IN FRIDLEY.
 QO0434'AT FRIDLEY, 0.15 MILE SOUTH OF THE INTERSECTION OF THE HIGHWAY AND
 QO0434'MISSISSIPPI WAY WHICH LEADS WEST AND MISSISSIPPI STREET NE WHICH LEADS
 QO0434'EAST, ON THE MEDIAN OF THE HIGHWAY, 194.5 FEET SOUTHWEST AND ACROSS
 QO0434'THE EAST LANES OF THE HIGHWAY FROM THE SOUTHWEST CORNER OF THE CITY
 QO0434'HALL BUILDING, 26 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF
 QO0434'THE HIGHWAY, 18 1/2 FEET WEST OF THE CENTER LINE OF THE EAST LANES OF
 QO0434'THE HIGHWAY, IN LINE WITH THE NORTH CURB OF 64TH AVENUE NE, ABOUT
 QO0434'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 QO0434'6 INCHES BELOW THE SURFACE OF THE GROUND.  1/4, SEC 14, T30N, R 24W.
 QO0434
 QO0434                          STATION RECOVERY (1990)
 QO0434
 QO0434'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0434'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0430 ***********************************************************************
 QO0430  DESIGNATION -  0205 L
 QO0430  PID         -  QO0430
 QO0430  STATE/COUNTY-  MN/ANOKA
 QO0430  COUNTRY     -  US
 QO0430  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0430
 QO0430                         *CURRENT SURVEY CONTROL
 QO0430  ______________________________________________________________________
 QO0430* NAD 83(1986) POSITION- 45 04 37.66   (N) 093 15 48.63   (W)   HD_HELD1  
 QO0430* NAVD 88 ORTHO HEIGHT -   258.657  (meters)     848.61  (feet) ADJUSTED  
 QO0430  ______________________________________________________________________
 QO0430  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 QO0430  DYNAMIC HEIGHT  -        258.654 (meters)      848.60  (feet) COMP
 QO0430  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 QO0430
 QO0430  VERT ORDER      -  SECOND    CLASS 0
 QO0430
 QO0430.The horizontal coordinates were established by differentially corrected
 QO0430.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0430.
 QO0430.The orthometric height was determined by differential leveling and
 QO0430.adjusted in June 1991.
 QO0430
 QO0430.Photographs are available for this station.
 QO0430
 QO0430.The dynamic height is computed by dividing the NAVD 88
 QO0430.geopotential number by the normal gravity value computed on the
 QO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0430.degrees latitude (g = 980.6199 gals.).
 QO0430
 QO0430.The modeled gravity was interpolated from observed gravity values.
 QO0430
 QO0430;                    North         East    Units  Estimated Accuracy
 QO0430;SPC MN S     -   331,059.1     857,989.7     MT  (+/- 3 meters HH1 GPS) 
 QO0430
 QO0430                          SUPERSEDED SURVEY CONTROL
 QO0430
 QO0430  NGVD 29 (??/??/92)  258.601  (m)          848.43   (f) ADJ UNCH    2 0
 QO0430
 QO0430.Superseded values are not recommended for survey control.
 QO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0430.See file dsdata.txt to determine how the superseded data were derived.
 QO0430
 QO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925991552(NAD 83)
 QO0430
 QO0430_MARKER: DB = BENCH MARK DISK
 QO0430_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0430_STAMPING: 0205 L 1968
 QO0430_MARK LOGO: MNHD  
 QO0430_PROJECTION: RECESSED 18 CENTIMETERS
 QO0430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0430
 QO0430  HISTORY     - Date     Condition        Report By
 QO0430  HISTORY     - 1968     MONUMENTED       MNHD
 QO0430  HISTORY     - 1970     GOOD             MNDT
 QO0430  HISTORY     - 20070510 GOOD             MNDT
 QO0430
 QO0430                          STATION DESCRIPTION
 QO0430
 QO0430'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0430'IN FRIDLEY.
 QO0430'STD. DISK IN A PRECAST CONC. POST IN THE N 1/2 OF THE NW 1/4 OF
 QO0430'SECTION 23 IN CENTER MEDIAN ON THE NORTH PROJECTED CURB LINE OF 60TH
 QO0430'AVE NE 16 FT. NW OF CENTER OF CATCH BASIN ON EAST SIDE OF MEDIAN 19
 QO0430'FT. WNW OF MANHOLE IN THE CENTER OF THE WEST 1/2 OF THE NORTHBOUND
 QO0430'LANE 0.5 FT BELOW GROUND.  SECTION 23, T30N, R 24W.
 QO0430
 QO0430                          STATION RECOVERY (2007)
 QO0430
 QO0430'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DH)
 QO0430'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF CIRCLE PINES,
 QO0430'6.7 MI (10.8 KM) NORTH OF MINNEAPOLIS AND 3.1 MI (5.0 KM)
 QO0430'WEST-NORTHWEST OF NEW BRIGHTON.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2076 ***********************************************************************
 QO2076  DESIGNATION -  0205 M
 QO2076  PID         -  QO2076
 QO2076  STATE/COUNTY-  MN/ANOKA
 QO2076  COUNTRY     -  US
 QO2076  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2076
 QO2076                         *CURRENT SURVEY CONTROL
 QO2076  ______________________________________________________________________
 QO2076* NAD 83(1986) POSITION- 45 02 27.1    (N) 093 15 48.4    (W)   HD_HELD2  
 QO2076* NAVD 88 ORTHO HEIGHT -   280.219  (meters)     919.35  (feet) ADJUSTED  
 QO2076  ______________________________________________________________________
 QO2076  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO2076  DYNAMIC HEIGHT  -        280.214 (meters)      919.34  (feet) COMP
 QO2076  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QO2076
 QO2076  VERT ORDER      -  SECOND    CLASS II
 QO2076
 QO2076.The horizontal coordinates were established by autonomous hand held GPS
 QO2076.observations and have an estimated accuracy of +/- 10 meters.
 QO2076.
 QO2076.The orthometric height was determined by differential leveling and
 QO2076.adjusted in June 1991.
 QO2076
 QO2076.Photographs are available for this station.
 QO2076
 QO2076.The dynamic height is computed by dividing the NAVD 88
 QO2076.geopotential number by the normal gravity value computed on the
 QO2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2076.degrees latitude (g = 980.6199 gals.).
 QO2076
 QO2076.The modeled gravity was interpolated from observed gravity values.
 QO2076
 QO2076;                    North         East    Units  Estimated Accuracy
 QO2076;SPC MN S     -   327,029.      858,031.      MT  (+/- 10 meters HH2 GPS)
 QO2076
 QO2076                          SUPERSEDED SURVEY CONTROL
 QO2076
 QO2076.No superseded survey control is available for this station.
 QO2076
 QO2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925187523(NAD 83)
 QO2076
 QO2076_MARKER: DV = VERTICAL CONTROL DISK
 QO2076_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2076_SP_SET: METAL ROD WITH BASE PLATE
 QO2076_STAMPING: 0205 M 1979
 QO2076_MARK LOGO: MNDT  
 QO2076_PROJECTION: RECESSED 5 CENTIMETERS
 QO2076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2076+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 QO2076
 QO2076  HISTORY     - Date     Condition        Report By
 QO2076  HISTORY     - 1979     MONUMENTED       MNDT
 QO2076  HISTORY     - 1980     GOOD             MNDT
 QO2076  HISTORY     - 20060531 GOOD             MNDT
 QO2076
 QO2076                          STATION DESCRIPTION
 QO2076
 QO2076'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2076'IN COLUMBIA HEIGHTS.
 QO2076'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE SW 1/4 OF
 QO2076'SECTION 35, T30N, R24W, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 QO2076'OF TRUNK HIGHWAY 47 (UNIVERSITY AVENUE) AND 40TH AVENUE NORTHEAST,
 QO2076'1.95 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS JUNCTION WITH
 QO2076'INTERSTATE HIGHWAY 694 IN FRIDLEY.  THE MARK, A STANDARD MNDT
 QO2076'VERTICAL CONTROL MONUMENT DISK STAMPED---0205 M 1979---, IS SET ON
 QO2076'TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF
 QO2076'STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 QO2076'IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH THE SURFACE OF THE
 QO2076'GROUND AND ABOUT LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANE OF
 QO2076'TRUNK HIGHWAY 47.  THE MARK IS 91 FEET WEST OF THE CENTERLINE OF THE
 QO2076'SOUTHBOUND LANE OF TRUNK HIGHWAY 47 AT MILEPOINT 5.7, 78 FEET SOUTH
 QO2076'OF THE CENTELINE OF 40TH AVENUE NORTHEAST, 53 FEET SOUTHWEST OF A
 QO2076'POWER POLE, 6 FEET EAST OF A CHAIN LINK FENCE, AND 1.0 FOOT EAST OF A
 QO2076'STEEL WITNESS POST.
 QO2076
 QO2076                          STATION RECOVERY (1980)
 QO2076
 QO2076'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2076'RECOVERED IN GOOD CONDITION.
 QO2076
 QO2076                          STATION RECOVERY (2006)
 QO2076
 QO2076'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (GJF)
 QO2076'IN COLUMBIA HEIGHTS, AT TRUNK HIGHWAY 47 MILEPOINT 5.7, 1.95 MILES
 QO2076'SOUTH OF JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY 694, 91
 QO2076'FEET WEST OF SOUTH-BOUND TRUNK HIGHWAY 47, 78 FEET SOUTH OF 40TH
 QO2076'AVENUE NORTHEAST, 53 FEET SOUTHWEST OF POWER POLE, 16.5 FEET SOUTHWEST
 QO2076'OF 18 INCH ASS TREE, 6 FEET EAST OF FENCE. CH ASS TREE, 6 FEET EAST OF
 QO2076'FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2077 ***********************************************************************
 QO2077  DESIGNATION -  0205 N
 QO2077  PID         -  QO2077
 QO2077  STATE/COUNTY-  MN/ANOKA
 QO2077  COUNTRY     -  US
 QO2077  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2077
 QO2077                         *CURRENT SURVEY CONTROL
 QO2077  ______________________________________________________________________
 QO2077* NAD 83(1986) POSITION- 45 02 52.60   (N) 093 15 48.43   (W)   HD_HELD1  
 QO2077* NAVD 88 ORTHO HEIGHT -   272.622  (meters)     894.43  (feet) ADJUSTED  
 QO2077  ______________________________________________________________________
 QO2077  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO2077  DYNAMIC HEIGHT  -        272.617 (meters)      894.41  (feet) COMP
 QO2077  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 QO2077
 QO2077  VERT ORDER      -  SECOND    CLASS II
 QO2077
 QO2077.The horizontal coordinates were established by differentially corrected
 QO2077.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2077.
 QO2077.The orthometric height was determined by differential leveling and
 QO2077.adjusted in June 1991.
 QO2077
 QO2077.Photographs are available for this station.
 QO2077
 QO2077.The dynamic height is computed by dividing the NAVD 88
 QO2077.geopotential number by the normal gravity value computed on the
 QO2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2077.degrees latitude (g = 980.6199 gals.).
 QO2077
 QO2077.The modeled gravity was interpolated from observed gravity values.
 QO2077
 QO2077;                    North         East    Units  Estimated Accuracy
 QO2077;SPC MN S     -   327,816.2     858,023.3     MT  (+/- 3 meters HH1 GPS) 
 QO2077
 QO2077                          SUPERSEDED SURVEY CONTROL
 QO2077
 QO2077.No superseded survey control is available for this station.
 QO2077
 QO2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925388310(NAD 83)
 QO2077
 QO2077_MARKER: DV = VERTICAL CONTROL DISK
 QO2077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2077_SP_SET: METAL ROD WITH BASE PLATE
 QO2077_STAMPING: 0205 N 1979
 QO2077_MARK LOGO: MNDT  
 QO2077_PROJECTION: FLUSH
 QO2077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2077
 QO2077  HISTORY     - Date     Condition        Report By
 QO2077  HISTORY     - 1979     MONUMENTED       MNDT
 QO2077
 QO2077                          STATION DESCRIPTION
 QO2077
 QO2077'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2077'IN COLUMBIA HEIGHTS.
 QO2077'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE NW 1/4 OF
 QO2077'SECTION 35, T30N, R24W, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 QO2077'OF TRUNK HIGHWAY 47 (UNIVERSITY AVENUE) AND 44TH AVENUE NORTHEAST,
 QO2077'1.4 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS JUNCTION WITH
 QO2077'INTERSTATE HIGHWAY 694 IN FRIDLEY.  THE MARK, A STANDARD MNDT
 QO2077'VERTICAL CONTROL MONUMENT DISK STAMPED---0205 N 1979---, IS SET ON
 QO2077'TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF
 QO2077'STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 QO2077'IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH THE SURFACE OF THE
 QO2077'GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE CENTERLINE OF THE
 QO2077'SOUTHBOUND LANE OF HIGHWAY 47.  THE MARK IS 52 FEET WEST OF THE
 QO2077'CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 47 AT MILEPOINT 6.25, 90
 QO2077'FEET SOUTH OF THE CENTERLINE OF 44TH AVENUE NORTHEAST, 23 FEET EAST
 QO2077'OF A CHAIN LINK FENCE, 9 FEET EAST OF A GUY POLE, AND 1.0 FOOT EAST
 QO2077'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2078 ***********************************************************************
 QO2078  DESIGNATION -  0205 P
 QO2078  PID         -  QO2078
 QO2078  STATE/COUNTY-  MN/ANOKA
 QO2078  COUNTRY     -  US
 QO2078  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2078
 QO2078                         *CURRENT SURVEY CONTROL
 QO2078  ______________________________________________________________________
 QO2078* NAD 83(1986) POSITION- 45 03 19.40   (N) 093 15 48.35   (W)   HD_HELD1  
 QO2078* NAVD 88 ORTHO HEIGHT -   256.390  (meters)     841.17  (feet) ADJUSTED  
 QO2078  ______________________________________________________________________
 QO2078  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 QO2078  DYNAMIC HEIGHT  -        256.386 (meters)      841.16  (feet) COMP
 QO2078  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 QO2078
 QO2078  VERT ORDER      -  SECOND    CLASS II
 QO2078
 QO2078.The horizontal coordinates were established by differentially corrected
 QO2078.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2078.
 QO2078.The orthometric height was determined by differential leveling and
 QO2078.adjusted in June 1991.
 QO2078
 QO2078.Photographs are available for this station.
 QO2078
 QO2078.The dynamic height is computed by dividing the NAVD 88
 QO2078.geopotential number by the normal gravity value computed on the
 QO2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2078.degrees latitude (g = 980.6199 gals.).
 QO2078
 QO2078.The modeled gravity was interpolated from observed gravity values.
 QO2078
 QO2078;                    North         East    Units  Estimated Accuracy
 QO2078;SPC MN S     -   328,643.4     858,017.6     MT  (+/- 3 meters HH1 GPS) 
 QO2078
 QO2078                          SUPERSEDED SURVEY CONTROL
 QO2078
 QO2078.No superseded survey control is available for this station.
 QO2078
 QO2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7925789137(NAD 83)
 QO2078
 QO2078_MARKER: DV = VERTICAL CONTROL DISK
 QO2078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2078_SP_SET: METAL ROD WITH BASE PLATE
 QO2078_STAMPING: 0205 P 1979
 QO2078_MARK LOGO: MNDT  
 QO2078_PROJECTION: RECESSED 25 CENTIMETERS
 QO2078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2078
 QO2078  HISTORY     - Date     Condition        Report By
 QO2078  HISTORY     - 1979     MONUMENTED       MNDT
 QO2078  HISTORY     - 20070510 GOOD             MNDT
 QO2078
 QO2078                          STATION DESCRIPTION
 QO2078
 QO2078'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2078'IN COLUMBIA HEIGHTS.
 QO2078'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE SW 1/4 OF
 QO2078'SECTION 26, T30N, R24W, 0.9 MILE SOUTH ALONG TRUNK HIGHWAY 47
 QO2078'(UNIVERSITY AVENUE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 94 IN
 QO2078'FRIDLEY TO 48TH AVENUE NORTHEAST.  THE MARK, A STANDARD MNDT VERTICAL
 QO2078'CONTROL MONUMENT DISK STAMPED---0205 P 1979---, IS SET ON TOP OF 8
 QO2078'FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN
 QO2078'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2078'DIAMETER HOLE THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT
 QO2078'LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 47.  THE
 QO2078'MARK IS 40 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 QO2078'HIGHWAY 47 AT MILEPOINT 6.75, 23 FEET NORTHWEST OF A CATCH BASIN, 14
 QO2078'FEET EAST OF THE WEST RIGHT-OF-WAY CHAIN LINK FENCE, 14 FEET SOUTH OF
 QO2078'THE EXTENDED CENTERLINE OF 48TH AVENUE NORTHWEST TO THE WEST, AND 1.0
 QO2078'FOOT EAST OF A STEEL WITNESS POST.
 QO2078
 QO2078                          STATION RECOVERY (2007)
 QO2078
 QO2078'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DH)
 QO2078'IN COLUMBIA HEIGHTS, AT TRUNK HIGHWAY 47 MILE POINT 6.75, 0.9 MILE
 QO2078'SOUTH OF JUNCTION OF TRUNK HIGHWAY 47 AND INTERSTATE HIGHWAY 694.
 QO2078' 
 QO2078'40 FEET WEST OF SOUTH-BOUND TRUNK HIGHWAY 47, 14 FEET SOUTH OF
 QO2078'EXTENDED 48TH AVENUE NORTHEAST, 7.4 FEET WEST OF WITNESS SIGN ON NOISE
 QO2078'WALL, BEHIND NOISE WALL IN BACK YARD OF HOUSE 4795 OFF OF 3RD STREET
 QO2078'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2079 ***********************************************************************
 QO2079  DESIGNATION -  0205 Q
 QO2079  PID         -  QO2079
 QO2079  STATE/COUNTY-  MN/ANOKA
 QO2079  COUNTRY     -  US
 QO2079  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2079
 QO2079                         *CURRENT SURVEY CONTROL
 QO2079  ______________________________________________________________________
 QO2079* NAD 83(1986) POSITION- 45 03 41.     (N) 093 15 50.     (W)   SCALED    
 QO2079* NAVD 88 ORTHO HEIGHT -   257.582  (meters)     845.08  (feet) ADJUSTED  
 QO2079  ______________________________________________________________________
 QO2079  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2079  DYNAMIC HEIGHT  -        257.578 (meters)      845.07  (feet) COMP
 QO2079  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 QO2079
 QO2079  VERT ORDER      -  SECOND    CLASS II
 QO2079
 QO2079.The horizontal coordinates were scaled from a topographic map and have
 QO2079.an estimated accuracy of +/- 6 seconds.
 QO2079.
 QO2079.The orthometric height was determined by differential leveling and
 QO2079.adjusted in June 1991.
 QO2079
 QO2079.The dynamic height is computed by dividing the NAVD 88
 QO2079.geopotential number by the normal gravity value computed on the
 QO2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2079.degrees latitude (g = 980.6199 gals.).
 QO2079
 QO2079.The modeled gravity was interpolated from observed gravity values.
 QO2079
 QO2079;                    North         East    Units  Estimated Accuracy
 QO2079;SPC MN S     -   329,310.      857,980.      MT  (+/- 180 meters Scaled)
 QO2079
 QO2079                          SUPERSEDED SURVEY CONTROL
 QO2079
 QO2079.No superseded survey control is available for this station.
 QO2079
 QO2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792898(NAD 83)
 QO2079
 QO2079_MARKER: DB = BENCH MARK DISK
 QO2079_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2079+WITH SETTING: INTO GROUND
 QO2079_SP_SET: METAL ROD WITH BASE PLATE
 QO2079_STAMPING: 0205 Q 1979
 QO2079_MARK LOGO: MNDT  
 QO2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2079+STABILITY: SURFACE MOTION
 QO2079
 QO2079  HISTORY     - Date     Condition        Report By
 QO2079  HISTORY     - 1979     MONUMENTED       MNDT
 QO2079
 QO2079                          STATION DESCRIPTION
 QO2079
 QO2079'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2079'IN COLUMBIA HEIGHTS.
 QO2079'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, IN THE NW 1/4 OF
 QO2079'SECTION 26, T30N, R24W, 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 47
 QO2079'(UNIVERSITY AVENUE) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN
 QO2079'FRIDLEY.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2079'STAMPED---0205 Q 1979---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2079'STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE
 QO2079'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT
 QO2079'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 59 FEET WEST OF
 QO2079'THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 47 AT MILEPOINT
 QO2079'7.15, 150 FEET NORTH OF A PEDESTRIAN CROSSING AT 51ST AVENUE
 QO2079'NORTHEAST, 50 FEET NORTH OF A CHAIN LINK FENCE CORNER, 5 FEET EAST OF
 QO2079'THE CHAIN LINK FENCE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2056 ***********************************************************************
 QO2056  DESIGNATION -  0205 R
 QO2056  PID         -  QO2056
 QO2056  STATE/COUNTY-  MN/ANOKA
 QO2056  COUNTRY     -  US
 QO2056  USGS QUAD   -  COON RAPIDS (1993)
 QO2056
 QO2056                         *CURRENT SURVEY CONTROL
 QO2056  ______________________________________________________________________
 QO2056* NAD 83(1986) POSITION- 45 08 06.96   (N) 093 16 12.12   (W)   HD_HELD1  
 QO2056* NAVD 88 ORTHO HEIGHT -   276.858  (meters)     908.33  (feet) ADJUSTED  
 QO2056  ______________________________________________________________________
 QO2056  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QO2056  DYNAMIC HEIGHT  -        276.854 (meters)      908.31  (feet) COMP
 QO2056  MODELED GRAVITY -    980,591.7   (mgal)                       NAVD 88
 QO2056
 QO2056  VERT ORDER      -  SECOND    CLASS II
 QO2056
 QO2056.The horizontal coordinates were established by differentially corrected
 QO2056.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2056.
 QO2056.The orthometric height was determined by differential leveling and
 QO2056.adjusted in June 1991.
 QO2056
 QO2056.Photographs are available for this station.
 QO2056
 QO2056.The dynamic height is computed by dividing the NAVD 88
 QO2056.geopotential number by the normal gravity value computed on the
 QO2056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2056.degrees latitude (g = 980.6199 gals.).
 QO2056
 QO2056.The modeled gravity was interpolated from observed gravity values.
 QO2056
 QO2056;                    North         East    Units  Estimated Accuracy
 QO2056;SPC MN S     -   337,515.3     857,418.3     MT  (+/- 3 meters HH1 GPS) 
 QO2056
 QO2056                          SUPERSEDED SURVEY CONTROL
 QO2056
 QO2056.No superseded survey control is available for this station.
 QO2056
 QO2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7876798012(NAD 83)
 QO2056
 QO2056_MARKER: DV = VERTICAL CONTROL DISK
 QO2056_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2056_SP_SET: BRIDGE ABUTMENT
 QO2056_STAMPING: 0205 R 1979
 QO2056_MARK LOGO: MNDT  
 QO2056_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2056
 QO2056  HISTORY     - Date     Condition        Report By
 QO2056  HISTORY     - 1978     MONUMENTED       MNDT
 QO2056  HISTORY     - 19920823 GOOD             USPSQD
 QO2056
 QO2056                          STATION DESCRIPTION
 QO2056
 QO2056'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO2056'IN COON RAPIDS.
 QO2056'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, AT THE SOUTH JUNCTION
 QO2056'OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 10 (COON RAPIDS BOULEVARD) NEAR
 QO2056'NORTHTOWN SHOPPING CENTER, IN THE NE 1/4 OF SECTION 36, T31N, R24W.
 QO2056'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2056'STAMPED---0205 R 1979---, IS SET FLUSH IN THE SOUTHEAST CORNER OF
 QO2056'BRIDGE NUMBER 9726, TRUNK HIGHWAY 47 NORTHBOUND OVER TRUNK HIGHWAY 10
 QO2056'(COON RAPIDS BOULEVARD) AT TRUNK HIGHWAY 10 MILEPOINT 233.1.
 QO2056
 QO2056                          STATION RECOVERY (1992)
 QO2056
 QO2056'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO2056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2081 ***********************************************************************
 QO2081  DESIGNATION -  0206 A
 QO2081  PID         -  QO2081
 QO2081  STATE/COUNTY-  MN/ANOKA
 QO2081  COUNTRY     -  US
 QO2081  USGS QUAD   -  ANOKA (1993)
 QO2081
 QO2081                         *CURRENT SURVEY CONTROL
 QO2081  ______________________________________________________________________
 QO2081* NAD 83(1986) POSITION- 45 12 44.87   (N) 093 23 26.12   (W)   HD_HELD1  
 QO2081* NAVD 88 ORTHO HEIGHT -   262.410  (meters)     860.92  (feet) ADJUSTED  
 QO2081  ______________________________________________________________________
 QO2081  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 QO2081  DYNAMIC HEIGHT  -        262.390 (meters)      860.86  (feet) COMP
 QO2081  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QO2081
 QO2081  VERT ORDER      -  SECOND    CLASS I
 QO2081
 QO2081.The horizontal coordinates were established by differentially corrected
 QO2081.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2081.
 QO2081.The orthometric height was determined by differential leveling and
 QO2081.adjusted in June 1991.
 QO2081
 QO2081.Photographs are available for this station.
 QO2081
 QO2081.The dynamic height is computed by dividing the NAVD 88
 QO2081.geopotential number by the normal gravity value computed on the
 QO2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2081.degrees latitude (g = 980.6199 gals.).
 QO2081
 QO2081.The modeled gravity was interpolated from observed gravity values.
 QO2081
 QO2081;                    North         East    Units  Estimated Accuracy
 QO2081;SPC MN S     -   346,016.6     847,871.7     MT  (+/- 3 meters HH1 GPS) 
 QO2081
 QO2081                          SUPERSEDED SURVEY CONTROL
 QO2081
 QO2081.No superseded survey control is available for this station.
 QO2081
 QO2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6932906627(NAD 83)
 QO2081
 QO2081_MARKER: DV = VERTICAL CONTROL DISK
 QO2081_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2081_SP_SET: METAL ROD WITH BASE PLATE
 QO2081_STAMPING: 0206 A 1979
 QO2081_MARK LOGO: MNDT  
 QO2081_PROJECTION: FLUSH
 QO2081_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2081
 QO2081  HISTORY     - Date     Condition        Report By
 QO2081  HISTORY     - 1979     MONUMENTED       MNDT
 QO2081
 QO2081                          STATION DESCRIPTION
 QO2081
 QO2081'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2081'IN ANOKA.
 QO2081'THE MARK IS LOCATED 0.5 MILE NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2081'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2081'MILE POINT 21.15 IN THE NE 1/4 OF SECTION 1, T31N, R25W.  THE MARK IS
 QO2081'6.5 FEET WEST OF THE NORTHWEST CORNER OF A 4 FOOT SQUARE STONE COLUMN
 QO2081'AT THE SOUTH ENTRANCE TO AN ANOKA COUNTY PARK AND FAIRGROUNDS, 4 FEET
 QO2081'SOUTH OF A WIRE FENCE AND ABOUT 4.5 FEET LOWER THAN THE CENTERLINE OF
 QO2081'HIGHWAY 47.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2081'STAMPED---0206 A 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL
 QO2081'ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8
 QO2081'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE
 QO2081'TOP FLUSH WITH THE GROUND.  IT IS 4 FEET SOUTH OF SURVEY MARK SIGN
 QO2081'TIED ON THE WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2104 ***********************************************************************
 QO2104  DESIGNATION -  0206 AA
 QO2104  PID         -  QO2104
 QO2104  STATE/COUNTY-  MN/ANOKA
 QO2104  COUNTRY     -  US
 QO2104  USGS QUAD   -  ST FRANCIS (1974)
 QO2104
 QO2104                         *CURRENT SURVEY CONTROL
 QO2104  ______________________________________________________________________
 QO2104* NAD 83(1986) POSITION- 45 22 53.68   (N) 093 22 25.17   (W)   HD_HELD1  
 QO2104* NAVD 88 ORTHO HEIGHT -   278.759  (meters)     914.56  (feet) ADJUSTED  
 QO2104  ______________________________________________________________________
 QO2104  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2104  DYNAMIC HEIGHT  -        278.741 (meters)      914.50  (feet) COMP
 QO2104  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 QO2104
 QO2104  VERT ORDER      -  SECOND    CLASS I
 QO2104
 QO2104.The horizontal coordinates were established by differentially corrected
 QO2104.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2104.
 QO2104.The orthometric height was determined by differential leveling and
 QO2104.adjusted in June 1991.
 QO2104
 QO2104.Photographs are available for this station.
 QO2104
 QO2104.The dynamic height is computed by dividing the NAVD 88
 QO2104.geopotential number by the normal gravity value computed on the
 QO2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2104.degrees latitude (g = 980.6199 gals.).
 QO2104
 QO2104.The modeled gravity was interpolated from observed gravity values.
 QO2104
 QO2104;                    North         East    Units  Estimated Accuracy
 QO2104;SPC MN S     -   364,821.4     849,057.7     MT  (+/- 3 meters HH1 GPS) 
 QO2104
 QO2104                          SUPERSEDED SURVEY CONTROL
 QO2104
 QO2104.No superseded survey control is available for this station.
 QO2104
 QO2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7074625408(NAD 83)
 QO2104
 QO2104_MARKER: DV = VERTICAL CONTROL DISK
 QO2104_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2104_SP_SET: METAL ROD WITH BASE PLATE
 QO2104_STAMPING: 0206 AA 1979
 QO2104_MARK LOGO: MNDT  
 QO2104_PROJECTION: FLUSH
 QO2104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2104+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2104
 QO2104  HISTORY     - Date     Condition        Report By
 QO2104  HISTORY     - 1979     MONUMENTED       MNDT
 QO2104  HISTORY     - 19911030 GOOD             MNDT
 QO2104  HISTORY     - 20040731 GOOD             USPSQD
 QO2104
 QO2104                          STATION DESCRIPTION
 QO2104
 QO2104'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2104'0.8 MI SW FROM ST FRANCIS.
 QO2104'THE MARK IS LOCATED 0.45 MILE SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2104'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2104'POINT 34.1 IN THE NE 1/4 OF SECTION 6, T33N, R24W.  THE MARK IS 100
 QO2104'FEET SOUTH OF A PRO FILLING STATION, 31 FEET EAST OF THE CENTERLINE
 QO2104'OF HIGHWAY 47, 17 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 2
 QO2104'FEET WEST OF A WOOD CORNER POST AND 1 FOOT WEST OF A STEEL WITNESS
 QO2104'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED
 QO2104'---0206 AA 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH
 QO2104'4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 QO2104'CONCRETE IN A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH
 QO2104'WITH THE GROUND.
 QO2104
 QO2104                          STATION RECOVERY (1991)
 QO2104
 QO2104'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 QO2104'THE MARK IS LOCATED ABOUT 0.45 MI (0.72 KM) SOUTH OF JCT OF TH 47 AND
 QO2104'229TH AVE IN ST FRANCIS, AT TH 47 MP 34.1, 31 FT (9.4 M) SOUTH OF TH
 QO2104'47, 17 FT (5.2 M) EAST OF A FIELD ENT, AND 1.0 FT (0.3 M) NORTH OF A
 QO2104'WITNESS POST.
 QO2104
 QO2104                          STATION RECOVERY (2004)
 QO2104
 QO2104'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2104'PRO FILLING STATION AND WOOD FENCE REFERENCED IN 1979 DESCRIPTION, AND
 QO2104'FIELD ENTRANCE REFERENCED IN 1991 DESCRIPTION ARE NO LONGER VALID
 QO2104'REFERENCES.  STATION IS APPROXIMATELY 250 FEET SOUTH OF THE SW CORNER
 QO2104'OF A METAL BUILDING (ST. FRANCIS AUTO PARTS) AND 7 FEET WEST OF A
 QO2104'STEEL POLE OF A CHAIN LINK FENCE SURROUNDING AUTO PARTS YARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2114 ***********************************************************************
 QO2114  DESIGNATION -  0206 AB 10
 QO2114  PID         -  QO2114
 QO2114  STATE/COUNTY-  MN/ANOKA
 QO2114  COUNTRY     -  US
 QO2114  USGS QUAD   -  ST FRANCIS (1974)
 QO2114
 QO2114                         *CURRENT SURVEY CONTROL
 QO2114  ______________________________________________________________________
 QO2114* NAD 83(1986) POSITION- 45 23 25.73   (N) 093 15 54.61   (W)   HD_HELD1  
 QO2114* NAVD 88 ORTHO HEIGHT -   278.802  (meters)     914.70  (feet) ADJUSTED  
 QO2114  ______________________________________________________________________
 QO2114  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 QO2114  DYNAMIC HEIGHT  -        278.782 (meters)      914.64  (feet) COMP
 QO2114  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 QO2114
 QO2114  VERT ORDER      -  SECOND    CLASS I
 QO2114
 QO2114.The horizontal coordinates were established by differentially corrected
 QO2114.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2114.
 QO2114.The orthometric height was determined by differential leveling and
 QO2114.adjusted in June 1991.
 QO2114
 QO2114.Photographs are available for this station.
 QO2114
 QO2114.The dynamic height is computed by dividing the NAVD 88
 QO2114.geopotential number by the normal gravity value computed on the
 QO2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2114.degrees latitude (g = 980.6199 gals.).
 QO2114
 QO2114.The modeled gravity was interpolated from observed gravity values.
 QO2114
 QO2114;                    North         East    Units  Estimated Accuracy
 QO2114;SPC MN S     -   365,881.6     857,545.9     MT  (+/- 3 meters HH1 GPS) 
 QO2114
 QO2114                          SUPERSEDED SURVEY CONTROL
 QO2114
 QO2114.No superseded survey control is available for this station.
 QO2114
 QO2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7924326363(NAD 83)
 QO2114
 QO2114_MARKER: DV = VERTICAL CONTROL DISK
 QO2114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2114_SP_SET: COPPER-CLAD STEEL ROD
 QO2114_STAMPING: 0206 AB 10 1979
 QO2114_MARK LOGO: MNDT  
 QO2114_PROJECTION: FLUSH
 QO2114_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2114
 QO2114  HISTORY     - Date     Condition        Report By
 QO2114  HISTORY     - 1979     MONUMENTED       MNDT
 QO2114
 QO2114                          STATION DESCRIPTION
 QO2114
 QO2114'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2114'4.6 MI EAST FROM ST FRANCIS.
 QO2114'THE MARK IS LOCATED 4.4 MILES EAST ALONG COUNTY ROADS 24, 103 AND 13
 QO2114'FROM THE POST OFFICE IN ST FRANCIS TO THE BURLINGTON NORTHERN INC
 QO2114'RAILROAD CROSSING, THENCE 0.6 MILE EAST AND NORTH ALONG COUNTY ROAD
 QO2114'13 AND IS IN THE SW 1/4 OF SECTION 31, T34N, R23W.  THE MARK IS 79
 QO2114'FEET SOUTH OF THE CENTER OF THE GRAVEL ENTRANCE TO THE ST FRANCIS
 QO2114'DUMP, 46.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 13, 40 FEET
 QO2114'NORTH OF A POWER POLE AND 1 FOOT WEST OF A STEEL WITNESS POST.  THE
 QO2114'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 10
 QO2114'1979---, IS ON THE TOP OF A 40 FOOT COPPER-CLAD STEEL ROD THAT WAS
 QO2114'DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2115 ***********************************************************************
 QO2115  DESIGNATION -  0206 AB 11
 QO2115  PID         -  QO2115
 QO2115  STATE/COUNTY-  MN/ANOKA
 QO2115  COUNTRY     -  US
 QO2115  USGS QUAD   -  ST FRANCIS (1974)
 QO2115
 QO2115                         *CURRENT SURVEY CONTROL
 QO2115  ______________________________________________________________________
 QO2115* NAD 83(1986) POSITION- 45 23 56.74   (N) 093 15 55.89   (W)   HD_HELD1  
 QO2115* NAVD 88 ORTHO HEIGHT -   282.768  (meters)     927.71  (feet) ADJUSTED  
 QO2115  ______________________________________________________________________
 QO2115  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 QO2115  DYNAMIC HEIGHT  -        282.748 (meters)      927.65  (feet) COMP
 QO2115  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 QO2115
 QO2115  VERT ORDER      -  SECOND    CLASS I
 QO2115
 QO2115.The horizontal coordinates were established by differentially corrected
 QO2115.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2115.
 QO2115.The orthometric height was determined by differential leveling and
 QO2115.adjusted in June 1991.
 QO2115
 QO2115.Photographs are available for this station.
 QO2115
 QO2115.The dynamic height is computed by dividing the NAVD 88
 QO2115.geopotential number by the normal gravity value computed on the
 QO2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2115.degrees latitude (g = 980.6199 gals.).
 QO2115
 QO2115.The modeled gravity was interpolated from observed gravity values.
 QO2115
 QO2115;                    North         East    Units  Estimated Accuracy
 QO2115;SPC MN S     -   366,838.7     857,509.4     MT  (+/- 3 meters HH1 GPS) 
 QO2115
 QO2115                          SUPERSEDED SURVEY CONTROL
 QO2115
 QO2115.No superseded survey control is available for this station.
 QO2115
 QO2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7921827320(NAD 83)
 QO2115
 QO2115_MARKER: DV = VERTICAL CONTROL DISK
 QO2115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2115_SP_SET: COPPER-CLAD STEEL ROD
 QO2115_STAMPING: 0206 AB 11 1979
 QO2115_MARK LOGO: MNDT  
 QO2115_PROJECTION: RECESSED 8 CENTIMETERS
 QO2115_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2115
 QO2115  HISTORY     - Date     Condition        Report By
 QO2115  HISTORY     - 1979     MONUMENTED       MNDT
 QO2115
 QO2115                          STATION DESCRIPTION
 QO2115
 QO2115'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2115'IN BETHEL.
 QO2115'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT AT THE JUNCTION OF
 QO2115'COUNTY ROADS 13 AND 24 IN BETHEL AND IS IN THE NE 1/4 OF SECTION 36,
 QO2115'T34N, R24W.  THE MARK IS 71 FEET SOUTH OF THE CENTERLINE OF COUNTY
 QO2115'ROAD 24, 42.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 13, 8 FEET
 QO2115'NORTH OF A POWER LIGHT POLE AND 1 FOOT EAST OF A STEEL WITNESS POST.
 QO2115'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206
 QO2115'AB 11 1979---, IS ON THE TOP OF A 29 FOOT COPPER-CLAD STEEL ROD THAT
 QO2115'WAS DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2116 ***********************************************************************
 QO2116  DESIGNATION -  0206 AB 12
 QO2116  PID         -  QO2116
 QO2116  STATE/COUNTY-  MN/ANOKA
 QO2116  COUNTRY     -  US
 QO2116  USGS QUAD   -  ST FRANCIS (1974)
 QO2116
 QO2116                         *CURRENT SURVEY CONTROL
 QO2116  ______________________________________________________________________
 QO2116* NAD 83(1986) POSITION- 45 23 57.52   (N) 093 15 04.76   (W)   HD_HELD1  
 QO2116* NAVD 88 ORTHO HEIGHT -   282.295  (meters)     926.16  (feet) ADJUSTED  
 QO2116  ______________________________________________________________________
 QO2116  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 QO2116  DYNAMIC HEIGHT  -        282.275 (meters)      926.10  (feet) COMP
 QO2116  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 QO2116
 QO2116  VERT ORDER      -  SECOND    CLASS I
 QO2116
 QO2116.The horizontal coordinates were established by differentially corrected
 QO2116.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2116.
 QO2116.The orthometric height was determined by differential leveling and
 QO2116.adjusted in June 1991.
 QO2116
 QO2116.Photographs are available for this station.
 QO2116
 QO2116.The dynamic height is computed by dividing the NAVD 88
 QO2116.geopotential number by the normal gravity value computed on the
 QO2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2116.degrees latitude (g = 980.6199 gals.).
 QO2116
 QO2116.The modeled gravity was interpolated from observed gravity values.
 QO2116
 QO2116;                    North         East    Units  Estimated Accuracy
 QO2116;SPC MN S     -   366,872.9     858,621.2     MT  (+/- 3 meters HH1 GPS) 
 QO2116
 QO2116                          SUPERSEDED SURVEY CONTROL
 QO2116
 QO2116.No superseded survey control is available for this station.
 QO2116
 QO2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8033027341(NAD 83)
 QO2116
 QO2116_MARKER: DV = VERTICAL CONTROL DISK
 QO2116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2116_SP_SET: COPPER-CLAD STEEL ROD
 QO2116_STAMPING: 0206 AB 12 1979
 QO2116_MARK LOGO: MNDT  
 QO2116_PROJECTION: RECESSED 3 CENTIMETERS
 QO2116_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2116
 QO2116  HISTORY     - Date     Condition        Report By
 QO2116  HISTORY     - 1979     MONUMENTED       MNDT
 QO2116
 QO2116                          STATION DESCRIPTION
 QO2116
 QO2116'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2116'IN EAST BETHEL.
 QO2116'THE MARK IS LOCATED 0.7 MILE EAST ALONG COUNTY ROAD 24 FROM ITS
 QO2116'JUNCTION WITH COUNTY ROAD 13 IN BETHEL AND IS IN THE SE 1/4 OF
 QO2116'SECTION 30, T34N, R23W.  THE MARK IS 300 FEET EAST OF MONROE STREET
 QO2116'NORTHEAST, 37.5 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 24, 18.5
 QO2116'FEET EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 3 FEET SOUTH OF A FENCE
 QO2116'CORNER AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QO2116'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 12
 QO2116'1979---, IS ON THE TOP OF A 31 FOOT COPPER-CLAD STEEL ROD THAT WAS
 QO2116'DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2117 ***********************************************************************
 QO2117  DESIGNATION -  0206 AB 13
 QO2117  PID         -  QO2117
 QO2117  STATE/COUNTY-  MN/ANOKA
 QO2117  COUNTRY     -  US
 QO2117  USGS QUAD   -  ISANTI (1974)
 QO2117
 QO2117                         *CURRENT SURVEY CONTROL
 QO2117  ______________________________________________________________________
 QO2117* NAD 83(1986) POSITION- 45 23 57.82   (N) 093 14 07.78   (W)   HD_HELD1  
 QO2117* NAVD 88 ORTHO HEIGHT -   283.214  (meters)     929.18  (feet) ADJUSTED  
 QO2117  ______________________________________________________________________
 QO2117  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 QO2117  DYNAMIC HEIGHT  -        283.193 (meters)      929.11  (feet) COMP
 QO2117  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 QO2117
 QO2117  VERT ORDER      -  SECOND    CLASS I
 QO2117
 QO2117.The horizontal coordinates were established by differentially corrected
 QO2117.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2117.
 QO2117.The orthometric height was determined by differential leveling and
 QO2117.adjusted in June 1991.
 QO2117
 QO2117.Photographs are available for this station.
 QO2117
 QO2117.The dynamic height is computed by dividing the NAVD 88
 QO2117.geopotential number by the normal gravity value computed on the
 QO2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2117.degrees latitude (g = 980.6199 gals.).
 QO2117
 QO2117.The modeled gravity was interpolated from observed gravity values.
 QO2117
 QO2117;                    North         East    Units  Estimated Accuracy
 QO2117;SPC MN S     -   366,893.6     859,860.4     MT  (+/- 3 meters HH1 GPS) 
 QO2117
 QO2117                          SUPERSEDED SURVEY CONTROL
 QO2117
 QO2117.No superseded survey control is available for this station.
 QO2117
 QO2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156827346(NAD 83)
 QO2117
 QO2117_MARKER: DV = VERTICAL CONTROL DISK
 QO2117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2117_SP_SET: METAL ROD WITH BASE PLATE
 QO2117_STAMPING: 0206 AB 13 1979
 QO2117_MARK LOGO: MNDT  
 QO2117_PROJECTION: FLUSH
 QO2117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2117
 QO2117  HISTORY     - Date     Condition        Report By
 QO2117  HISTORY     - 1979     MONUMENTED       MNDT
 QO2117
 QO2117                          STATION DESCRIPTION
 QO2117
 QO2117'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2117'IN EAST BETHEL.
 QO2117'THE MARK IS LOCATED IN THE NORTHWEST QUADRANT AT THE JUNCTION OF
 QO2117'TRUNK HIGHWAY 65 AND COUNTY ROAD 24 IN EAST BETHEL AND IS IN THE NE
 QO2117'1/4 OF SECTION 32, T34N, R23W.  THE MARK IS 124 FEET WEST OF THE
 QO2117'SOUTHBOUND CENTERLINE OF HIGHWAY 65, 48 FEET NORTH OF THE CENTERLINE
 QO2117'OF COUNTY ROAD 24 AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 QO2117'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 13
 QO2117'1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO2117'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO2117'A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE
 QO2117'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2106 ***********************************************************************
 QO2106  DESIGNATION -  0206 AB 2
 QO2106  PID         -  QO2106
 QO2106  STATE/COUNTY-  MN/ANOKA
 QO2106  COUNTRY     -  US
 QO2106  USGS QUAD   -  ST FRANCIS (1974)
 QO2106
 QO2106                         *CURRENT SURVEY CONTROL
 QO2106  ______________________________________________________________________
 QO2106* NAD 83(1986) POSITION- 45 23 07.97   (N) 093 20 40.84   (W)   HD_HELD1  
 QO2106* NAVD 88 ORTHO HEIGHT -   280.913  (meters)     921.63  (feet) ADJUSTED  
 QO2106  ______________________________________________________________________
 QO2106  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2106  DYNAMIC HEIGHT  -        280.895 (meters)      921.57  (feet) COMP
 QO2106  MODELED GRAVITY -    980,545.4   (mgal)                       NAVD 88
 QO2106
 QO2106  VERT ORDER      -  SECOND    CLASS I
 QO2106
 QO2106.The horizontal coordinates were established by differentially corrected
 QO2106.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2106.
 QO2106.The orthometric height was determined by differential leveling and
 QO2106.adjusted in June 1991.
 QO2106
 QO2106.Photographs are available for this station.
 QO2106
 QO2106.The dynamic height is computed by dividing the NAVD 88
 QO2106.geopotential number by the normal gravity value computed on the
 QO2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2106.degrees latitude (g = 980.6199 gals.).
 QO2106
 QO2106.The modeled gravity was interpolated from observed gravity values.
 QO2106
 QO2106;                    North         East    Units  Estimated Accuracy
 QO2106;SPC MN S     -   365,280.4     851,324.0     MT  (+/- 3 meters HH1 GPS) 
 QO2106
 QO2106                          SUPERSEDED SURVEY CONTROL
 QO2106
 QO2106.No superseded survey control is available for this station.
 QO2106
 QO2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7301625839(NAD 83)
 QO2106
 QO2106_MARKER: DV = VERTICAL CONTROL DISK
 QO2106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2106_SP_SET: METAL ROD WITH BASE PLATE
 QO2106_STAMPING: 0206 AB 2 1979
 QO2106_MARK LOGO: MNDT  
 QO2106_PROJECTION: FLUSH
 QO2106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2106
 QO2106  HISTORY     - Date     Condition        Report By
 QO2106  HISTORY     - 1979     MONUMENTED       MNDT
 QO2106
 QO2106                          STATION DESCRIPTION
 QO2106
 QO2106'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2106'0.7 MI EAST FROM ST FRANCIS.
 QO2106'THE MARK IS LOCATED 0.75 MILE EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2106'OFFICE IN ST FRANCIS AND IS IN THE SW 1/4 OF SECTION 33, T34N, R24W.
 QO2106'THE MARK IS 136 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE 1-STORY
 QO2106'BLOCK AMERICAN LEGION POST 622 BUILDING, 77.5 FEET WEST OF A FLAG
 QO2106'POLE, 30.5 FEET OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD
 QO2106'24 AND 14.5 FEET NORTHWEST OF A POWER POLE.  THE MARK, A STANDARD
 QO2106'MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 2 1979---, IS ON
 QO2106'TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST
 QO2106'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2106'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2107 ***********************************************************************
 QO2107  DESIGNATION -  0206 AB 3
 QO2107  PID         -  QO2107
 QO2107  STATE/COUNTY-  MN/ANOKA
 QO2107  COUNTRY     -  US
 QO2107  USGS QUAD   -  ST FRANCIS (1974)
 QO2107
 QO2107                         *CURRENT SURVEY CONTROL
 QO2107  ______________________________________________________________________
 QO2107* NAD 83(1986) POSITION- 45 23 04.76   (N) 093 20 03.33   (W)   HD_HELD1  
 QO2107* NAVD 88 ORTHO HEIGHT -   279.144  (meters)     915.82  (feet) ADJUSTED  
 QO2107  ______________________________________________________________________
 QO2107  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 QO2107  DYNAMIC HEIGHT  -        279.126 (meters)      915.77  (feet) COMP
 QO2107  MODELED GRAVITY -    980,544.6   (mgal)                       NAVD 88
 QO2107
 QO2107  VERT ORDER      -  SECOND    CLASS I
 QO2107
 QO2107.The horizontal coordinates were established by differentially corrected
 QO2107.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2107.
 QO2107.The orthometric height was determined by differential leveling and
 QO2107.adjusted in June 1991.
 QO2107
 QO2107.Photographs are available for this station.
 QO2107
 QO2107.The dynamic height is computed by dividing the NAVD 88
 QO2107.geopotential number by the normal gravity value computed on the
 QO2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2107.degrees latitude (g = 980.6199 gals.).
 QO2107
 QO2107.The modeled gravity was interpolated from observed gravity values.
 QO2107
 QO2107;                    North         East    Units  Estimated Accuracy
 QO2107;SPC MN S     -   365,187.9     852,140.8     MT  (+/- 3 meters HH1 GPS) 
 QO2107
 QO2107                          SUPERSEDED SURVEY CONTROL
 QO2107
 QO2107.No superseded survey control is available for this station.
 QO2107
 QO2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7383225736(NAD 83)
 QO2107
 QO2107_MARKER: DV = VERTICAL CONTROL DISK
 QO2107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2107_SP_SET: COPPER CLAD STEEL ROD
 QO2107_STAMPING: 0206 AB 3 1979
 QO2107_MARK LOGO: MNDT  
 QO2107_PROJECTION: FLUSH
 QO2107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2107
 QO2107  HISTORY     - Date     Condition        Report By
 QO2107  HISTORY     - 1979     MONUMENTED       MNDT
 QO2107
 QO2107                          STATION DESCRIPTION
 QO2107
 QO2107'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2107'1.3 MI EAST FROM ST FRANCIS.
 QO2107'THE MARK IS LOCATED 1.3 MILES EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2107'OFFICE IN ST FRANCIS AND IS IN THE NE 1/4 OF SECTION 4, T33N, R24W.
 QO2107'THE MARK IS 37 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 24, 36
 QO2107'FEET EAST OF A POWER POLE, 13 FEET EAST OF THE CENTER OF A GRAVEL
 QO2107'DRIVEWAY, 4 FEET NORTH OF A CORNER POST AND 3.5 FEET NORTH OF A STEEL
 QO2107'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2107'STAMPED ---0206 AB 3 1979---, IS ON THE TOP OF A 24 FOOT COPPER-CLAD
 QO2107'STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE
 QO2107'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2108 ***********************************************************************
 QO2108  DESIGNATION -  0206 AB 4
 QO2108  PID         -  QO2108
 QO2108  STATE/COUNTY-  MN/ANOKA
 QO2108  COUNTRY     -  US
 QO2108  USGS QUAD   -  ST FRANCIS (1974)
 QO2108
 QO2108                         *CURRENT SURVEY CONTROL
 QO2108  ______________________________________________________________________
 QO2108* NAD 83(1986) POSITION- 45 23 05.47   (N) 093 19 17.58   (W)   HD_HELD1  
 QO2108* NAVD 88 ORTHO HEIGHT -   283.169  (meters)     929.03  (feet) ADJUSTED  
 QO2108  ______________________________________________________________________
 QO2108  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 QO2108  DYNAMIC HEIGHT  -        283.150 (meters)      928.97  (feet) COMP
 QO2108  MODELED GRAVITY -    980,543.5   (mgal)                       NAVD 88
 QO2108
 QO2108  VERT ORDER      -  SECOND    CLASS I
 QO2108
 QO2108.The horizontal coordinates were established by differentially corrected
 QO2108.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2108.
 QO2108.The orthometric height was determined by differential leveling and
 QO2108.adjusted in June 1991.
 QO2108
 QO2108.Photographs are available for this station.
 QO2108
 QO2108.The dynamic height is computed by dividing the NAVD 88
 QO2108.geopotential number by the normal gravity value computed on the
 QO2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2108.degrees latitude (g = 980.6199 gals.).
 QO2108
 QO2108.The modeled gravity was interpolated from observed gravity values.
 QO2108
 QO2108;                    North         East    Units  Estimated Accuracy
 QO2108;SPC MN S     -   365,218.0     853,135.9     MT  (+/- 3 meters HH1 GPS) 
 QO2108
 QO2108                          SUPERSEDED SURVEY CONTROL
 QO2108
 QO2108.No superseded survey control is available for this station.
 QO2108
 QO2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7482725754(NAD 83)
 QO2108
 QO2108_MARKER: DV = VERTICAL CONTROL DISK
 QO2108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2108_SP_SET: METAL ROD WITH BASE PLATE
 QO2108_STAMPING: 0206 AB 4 1979
 QO2108_MARK LOGO: MNDT  
 QO2108_PROJECTION: RECESSED 30 CENTIMETERS
 QO2108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2108
 QO2108  HISTORY     - Date     Condition        Report By
 QO2108  HISTORY     - 1979     MONUMENTED       MNDT
 QO2108
 QO2108                          STATION DESCRIPTION
 QO2108
 QO2108'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2108'1.9 MI EAST FROM ST FRANCIS.
 QO2108'THE MARK IS LOCATED 1.9 MILES EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2108'OFFICE IN ST FRANCIS AND IS IN THE SW 1/4 OF SECTION 34, T34N, R24W.
 QO2108'THE MARK IS IN THE NORTHEAST QUADRANT OF COUNTY ROAD 24 AND RAVEN
 QO2108'STREET NORTHWEST, 39.5 FEET EAST OF A FENCE CORNER, 35 FEET NORTH OF
 QO2108'THE CENTERLINE OF COUNTY ROAD 24 AND 4 FEET WEST OF A POWER POLE.
 QO2108'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206
 QO2108'AB 4 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4
 QO2108'INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 QO2108'CONCRETE IN A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH
 QO2108'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2109 ***********************************************************************
 QO2109  DESIGNATION -  0206 AB 5
 QO2109  PID         -  QO2109
 QO2109  STATE/COUNTY-  MN/ANOKA
 QO2109  COUNTRY     -  US
 QO2109  USGS QUAD   -  ST FRANCIS (1974)
 QO2109
 QO2109                         *CURRENT SURVEY CONTROL
 QO2109  ______________________________________________________________________
 QO2109* NAD 83(1986) POSITION- 45 23 05.93   (N) 093 18 59.13   (W)   HD_HELD1  
 QO2109* NAVD 88 ORTHO HEIGHT -   287.267  (meters)     942.48  (feet) ADJUSTED  
 QO2109  ______________________________________________________________________
 QO2109  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 QO2109  DYNAMIC HEIGHT  -        287.248 (meters)      942.41  (feet) COMP
 QO2109  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 QO2109
 QO2109  VERT ORDER      -  SECOND    CLASS I
 QO2109
 QO2109.The horizontal coordinates were established by differentially corrected
 QO2109.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2109.
 QO2109.The orthometric height was determined by differential leveling and
 QO2109.adjusted in June 1991.
 QO2109
 QO2109.Photographs are available for this station.
 QO2109
 QO2109.The dynamic height is computed by dividing the NAVD 88
 QO2109.geopotential number by the normal gravity value computed on the
 QO2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2109.degrees latitude (g = 980.6199 gals.).
 QO2109
 QO2109.The modeled gravity was interpolated from observed gravity values.
 QO2109
 QO2109;                    North         East    Units  Estimated Accuracy
 QO2109;SPC MN S     -   365,235.5     853,537.1     MT  (+/- 3 meters HH1 GPS) 
 QO2109
 QO2109                          SUPERSEDED SURVEY CONTROL
 QO2109
 QO2109.No superseded survey control is available for this station.
 QO2109
 QO2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7522825766(NAD 83)
 QO2109
 QO2109_MARKER: DV = VERTICAL CONTROL DISK
 QO2109_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2109_SP_SET: METAL ROD WITH BASE PLATE
 QO2109_STAMPING: 0206 AB 5 1979
 QO2109_MARK LOGO: MNDT  
 QO2109_PROJECTION: FLUSH
 QO2109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2109
 QO2109  HISTORY     - Date     Condition        Report By
 QO2109  HISTORY     - 1979     MONUMENTED       MNDT
 QO2109
 QO2109                          STATION DESCRIPTION
 QO2109
 QO2109'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2109'2.2 MI EAST FROM ST FRANCIS.
 QO2109'THE MARK IS LOCATED 2.2 MILES EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2109'OFFICE IN ST FRANCIS AND IS IN THE SE 1/4 OF SECTION 34, T34N, R24W.
 QO2109'THE MARK IS IN THE NORTHWEST QUADRANT OF COUNTY ROADS 24 AND 103,
 QO2109'83.5 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 103, 49.5 FEET NORTH
 QO2109'OF A POWER POLE, 45 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 24 AND
 QO2109'24 FEET SOUTH OF A FENCE CORNER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2109'CONTROL MARK DISK STAMPED---0206 AB 5 1979---, IS ON TOP OF AN 8 FOOT
 QO2109'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE
 QO2109'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN
 QO2109'BACKFILLED WITH THE TOP FLUSH WITH THE GROUND 1 FOOT WEST OF A STEEL
 QO2109'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2110 ***********************************************************************
 QO2110  DESIGNATION -  0206 AB 6
 QO2110  PID         -  QO2110
 QO2110  STATE/COUNTY-  MN/ANOKA
 QO2110  COUNTRY     -  US
 QO2110  USGS QUAD   -  ST FRANCIS (1974)
 QO2110
 QO2110                         *CURRENT SURVEY CONTROL
 QO2110  ______________________________________________________________________
 QO2110* NAD 83(1986) POSITION- 45 23 04.64   (N) 093 18 28.69   (W)   HD_HELD1  
 QO2110* NAVD 88 ORTHO HEIGHT -   282.314  (meters)     926.23  (feet) ADJUSTED  
 QO2110  ______________________________________________________________________
 QO2110  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 QO2110  DYNAMIC HEIGHT  -        282.295 (meters)      926.16  (feet) COMP
 QO2110  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 QO2110
 QO2110  VERT ORDER      -  SECOND    CLASS I
 QO2110
 QO2110.The horizontal coordinates were established by differentially corrected
 QO2110.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2110.
 QO2110.The orthometric height was determined by differential leveling and
 QO2110.adjusted in June 1991.
 QO2110
 QO2110.Photographs are available for this station.
 QO2110
 QO2110.The dynamic height is computed by dividing the NAVD 88
 QO2110.geopotential number by the normal gravity value computed on the
 QO2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2110.degrees latitude (g = 980.6199 gals.).
 QO2110
 QO2110.The modeled gravity was interpolated from observed gravity values.
 QO2110
 QO2110;                    North         East    Units  Estimated Accuracy
 QO2110;SPC MN S     -   365,201.3     854,199.7     MT  (+/- 3 meters HH1 GPS) 
 QO2110
 QO2110                          SUPERSEDED SURVEY CONTROL
 QO2110
 QO2110.No superseded survey control is available for this station.
 QO2110
 QO2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7589025724(NAD 83)
 QO2110
 QO2110_MARKER: DV = VERTICAL CONTROL DISK
 QO2110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2110_SP_SET: METAL ROD WITH BASE PLATE
 QO2110_STAMPING: 0206 AB 6 1979
 QO2110_MARK LOGO: MNDT  
 QO2110_PROJECTION: FLUSH
 QO2110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2110
 QO2110  HISTORY     - Date     Condition        Report By
 QO2110  HISTORY     - 1979     MONUMENTED       MNDT
 QO2110
 QO2110                          STATION DESCRIPTION
 QO2110
 QO2110'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2110'2.6 MI EAST FROM ST FRANCIS.
 QO2110'THE MARK IS LOCATED 2.2 MILES EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2110'OFFICE IN ST FRANCIS, THENCE 0.4 MILE EAST ALONG COUNTY ROAD 103
 QO2110'WHICH IS ALSO 229TH AVENUE TO GROUSE STREET NORTHWEST AND IS IN THE
 QO2110'NE 1/4 OF SECTION 3, T33N, R24W.  THE MARK IS 70 FEET WEST OF A POWER
 QO2110'POLE, 54 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 103, 36 FEET
 QO2110'WEST OF THE CENTERLINE OF GROUSE STREET NORTHWEST AND 1 FOOT NORTH OF
 QO2110'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2110'MARK DISK STAMPED---0206 AB 6 1979---, IS ON TOP OF AN 8 FOOT
 QO2110'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL PIPE BOLTED TO THE
 QO2110'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN
 QO2110'BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2111 ***********************************************************************
 QO2111  DESIGNATION -  0206 AB 7
 QO2111  PID         -  QO2111
 QO2111  STATE/COUNTY-  MN/ANOKA
 QO2111  COUNTRY     -  US
 QO2111  USGS QUAD   -  ST FRANCIS (1974)
 QO2111
 QO2111                         *CURRENT SURVEY CONTROL
 QO2111  ______________________________________________________________________
 QO2111* NAD 83(1986) POSITION- 45 23 04.     (N) 093 17 41.     (W)   SCALED    
 QO2111* NAVD 88 ORTHO HEIGHT -   281.362  (meters)     923.10  (feet) ADJUSTED  
 QO2111  ______________________________________________________________________
 QO2111  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 QO2111  DYNAMIC HEIGHT  -        281.343 (meters)      923.04  (feet) COMP
 QO2111  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 QO2111
 QO2111  VERT ORDER      -  SECOND    CLASS I
 QO2111
 QO2111.The horizontal coordinates were scaled from a topographic map and have
 QO2111.an estimated accuracy of +/- 6 seconds.
 QO2111.
 QO2111.The orthometric height was determined by differential leveling and
 QO2111.adjusted in June 1991.
 QO2111
 QO2111.Photographs are available for this station.
 QO2111
 QO2111.The dynamic height is computed by dividing the NAVD 88
 QO2111.geopotential number by the normal gravity value computed on the
 QO2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2111.degrees latitude (g = 980.6199 gals.).
 QO2111
 QO2111.The modeled gravity was interpolated from observed gravity values.
 QO2111
 QO2111;                    North         East    Units  Estimated Accuracy
 QO2111;SPC MN S     -   365,190.      855,240.      MT  (+/- 180 meters Scaled)
 QO2111
 QO2111                          SUPERSEDED SURVEY CONTROL
 QO2111
 QO2111.No superseded survey control is available for this station.
 QO2111
 QO2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL769257(NAD 83)
 QO2111
 QO2111_MARKER: DV = VERTICAL CONTROL DISK
 QO2111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2111_SP_SET: COPPER-CLAD STEEL ROD
 QO2111_STAMPING: 0206 AB 7 1979
 QO2111_MARK LOGO: MNDT  
 QO2111_PROJECTION: RECESSED 5 CENTIMETERS
 QO2111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2111
 QO2111  HISTORY     - Date     Condition        Report By
 QO2111  HISTORY     - 1979     MONUMENTED       MNDT
 QO2111
 QO2111                          STATION DESCRIPTION
 QO2111
 QO2111'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2111'3.2 MI EAST FROM ST FRANCIS.
 QO2111'THE MARK IS LOCATED 2.2 MILES EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2111'OFFICE IN ST FRANCIS, THENCE 1.05 MILES EAST ALONG COUNTY ROAD 103 TO
 QO2111'A GRAVEL T-ROAD TO THE SOUTH AND IS IN THE NE 1/4 OF SECTION 2, T33N,
 QO2111'R24W.  THE MARK IS 61 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 103
 QO2111'AND 46 FEET WEST OF THE CENTER OF THE GRAVEL ROAD.  THE MARK, A
 QO2111'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 7 1979---,
 QO2111'IS ON THE TOP OF A 45 FOOT COPPER-CLAD STEEL ROD THAT WAS DRIVEN TO
 QO2111'REFUSAL WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2112 ***********************************************************************
 QO2112  DESIGNATION -  0206 AB 8
 QO2112  PID         -  QO2112
 QO2112  STATE/COUNTY-  MN/ANOKA
 QO2112  COUNTRY     -  US
 QO2112  USGS QUAD   -  ST FRANCIS (1974)
 QO2112
 QO2112                         *CURRENT SURVEY CONTROL
 QO2112  ______________________________________________________________________
 QO2112* NAD 83(1986) POSITION- 45 23 04.     (N) 093 17 13.     (W)   SCALED    
 QO2112* NAVD 88 ORTHO HEIGHT -   282.696  (meters)     927.48  (feet) ADJUSTED  
 QO2112  ______________________________________________________________________
 QO2112  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 QO2112  DYNAMIC HEIGHT  -        282.676 (meters)      927.41  (feet) COMP
 QO2112  MODELED GRAVITY -    980,539.7   (mgal)                       NAVD 88
 QO2112
 QO2112  VERT ORDER      -  SECOND    CLASS I
 QO2112
 QO2112.The horizontal coordinates were scaled from a topographic map and have
 QO2112.an estimated accuracy of +/- 6 seconds.
 QO2112.
 QO2112.The orthometric height was determined by differential leveling and
 QO2112.adjusted in June 1991.
 QO2112
 QO2112.The dynamic height is computed by dividing the NAVD 88
 QO2112.geopotential number by the normal gravity value computed on the
 QO2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2112.degrees latitude (g = 980.6199 gals.).
 QO2112
 QO2112.The modeled gravity was interpolated from observed gravity values.
 QO2112
 QO2112;                    North         East    Units  Estimated Accuracy
 QO2112;SPC MN S     -   365,200.      855,850.      MT  (+/- 180 meters Scaled)
 QO2112
 QO2112                          SUPERSEDED SURVEY CONTROL
 QO2112
 QO2112.No superseded survey control is available for this station.
 QO2112
 QO2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL775256(NAD 83)
 QO2112
 QO2112_MARKER: DB = BENCH MARK DISK
 QO2112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2112_SP_SET: COPPER-CLAD STEEL ROD
 QO2112_STAMPING: 0206 AB 8 1979
 QO2112_MARK LOGO: MNDT  
 QO2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2112
 QO2112  HISTORY     - Date     Condition        Report By
 QO2112  HISTORY     - 1979     MONUMENTED       MNDT
 QO2112
 QO2112                          STATION DESCRIPTION
 QO2112
 QO2112'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2112'3.7 MI EAST FROM ST FRANCIS.
 QO2112'THE MARK IS LOCATED 2.2 MILES EAST ALONG COUNTY ROAD 24 FROM THE POST
 QO2112'OFFICE IN ST FRANCIS, THENCE 1.5 MILES EAST ALONG COUNTY ROAD 103 TO
 QO2112'THE JUNCTION WITH COUNTY ROAD 13 IN THE NE 1/4 OF SECTION 2, T33N,
 QO2112'R24W.  THE MARK IS 52.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 QO2112'13, 41 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 103 AND 1 FOOT
 QO2112'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 QO2112'CONTROL MARK DISK STAMPED---0206 AB 8 1979---, IS ON THE TOP OF A 32
 QO2112'FOOT COPPER-CLAD STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE TOP
 QO2112'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2113 ***********************************************************************
 QO2113  DESIGNATION -  0206 AB 9
 QO2113  PID         -  QO2113
 QO2113  STATE/COUNTY-  MN/ANOKA
 QO2113  COUNTRY     -  US
 QO2113  USGS QUAD   -  ST FRANCIS (1974)
 QO2113
 QO2113                         *CURRENT SURVEY CONTROL
 QO2113  ______________________________________________________________________
 QO2113* NAD 83(2007) POSITION- 45 23 05.47166(N) 093 16 15.71820(W)   ADJUSTED  
 QO2113* NAD 83(2007) ELLIP HT-   253.798 (meters)        (07/18/11)   ADJUSTED
 QO2113* NAD 83(2007) EPOCH   -  2002.00
 QO2113* NAVD 88 ORTHO HEIGHT -   282.156  (meters)     925.71  (feet) ADJUSTED  
 QO2113  ______________________________________________________________________
 QO2113  NAD 83(2007) X  -   -256,049.219 (meters)                     COMP
 QO2113  NAD 83(2007) Y  - -4,480,113.264 (meters)                     COMP
 QO2113  NAD 83(2007) Z  -  4,517,670.845 (meters)                     COMP
 QO2113  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC09
 QO2113  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 QO2113  DYNAMIC HEIGHT  -        282.136 (meters)      925.64  (feet) COMP
 QO2113  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 QO2113
 QO2113  HORZ ORDER      -  FIRST
 QO2113  VERT ORDER      -  SECOND    CLASS I
 QO2113  ELLP ORDER      -  SECOND    CLASS I
 QO2113
 QO2113.The horizontal coordinates were established by GPS observations
 QO2113.and adjusted by the MN DEPT OF TRANSP in July 2011.
 QO2113
 QO2113.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2113.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2113
 QO2113.The horizontal coordinates are valid at the epoch date displayed above
 QO2113.which is a decimal equivalence of Year/Month/Day.
 QO2113
 QO2113.The orthometric height was determined by differential leveling and
 QO2113.adjusted in June 1991.
 QO2113
 QO2113.Photographs are available for this station.
 QO2113
 QO2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2113
 QO2113.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2113
 QO2113.The ellipsoidal height was determined by GPS observations
 QO2113.and is referenced to NAD 83.
 QO2113
 QO2113.The dynamic height is computed by dividing the NAVD 88
 QO2113.geopotential number by the normal gravity value computed on the
 QO2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2113.degrees latitude (g = 980.6199 gals.).
 QO2113
 QO2113.The modeled gravity was interpolated from observed gravity values.
 QO2113
 QO2113. The following values were computed from the NAD 83(2007) position.
 QO2113
 QO2113;                    North         East     Units Scale Factor Converg.
 QO2113;SPC MN S     -   365,252.076   857,092.269   MT  1.00004110   +0 30 39.4
 QO2113;SPC MN S     - 1,198,331.19  2,811,976.89   sFT  1.00004110   +0 30 39.4
 QO2113;UTM  15      - 5,025,739.887   478,781.955   MT  0.99960554   -0 11 34.6
 QO2113
 QO2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2113!SPC MN S     -   0.99996021  x   1.00004110  =   1.00000131
 QO2113!UTM  15      -   0.99996021  x   0.99960554  =   0.99956577
 QO2113
 QO2113                          SUPERSEDED SURVEY CONTROL
 QO2113
 QO2113  NAVD 88 (07/18/11)  282.16   (m)          925.7    (f) LEVELING    3  
 QO2113
 QO2113.Superseded values are not recommended for survey control.
 QO2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2113.See file dsdata.txt to determine how the superseded data were derived.
 QO2113
 QO2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7878125739(NAD 83)
 QO2113
 QO2113_MARKER: DV = VERTICAL CONTROL DISK
 QO2113_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2113_SP_SET: METAL ROD WITH BASE PLATE
 QO2113_STAMPING: 0206 AB 9 1979
 QO2113_MARK LOGO: MNDT  
 QO2113_PROJECTION: FLUSH
 QO2113_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2113+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 QO2113
 QO2113  HISTORY     - Date     Condition        Report By
 QO2113  HISTORY     - 19790401 MONUMENTED       MNDT
 QO2113  HISTORY     - 20070802 GOOD             MNDT
 QO2113
 QO2113                          STATION DESCRIPTION
 QO2113
 QO2113'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2113'4.4 MI EAST FROM ST FRANCIS.
 QO2113'THE MARK IS LOCATED 4.4 MILES EAST ALONG COUNTY ROADS 24, 103 AND 13
 QO2113'FROM THE POST OFFICE IN ST FRANCIS AND IS IN THE SE 1/4 OF SECTION
 QO2113'36, T34N, R24W.  THE MARK IS IN THE NORTHWEST QUADRANT OF COUNTY ROAD
 QO2113'AND THE BURLINGTON NORTHERN INC RAILROAD, 60 FEET SOUTH OF A
 QO2113'TELEGRAPH POLE, 47 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 13, 44
 QO2113'FEET WEST OF THE CENTER OF THE RAILROAD TRACKS, 5 FEET EAST OF A WIRE
 QO2113'FENCE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QO2113'MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 AB 9 1979---, IS ON
 QO2113'TOP OF AN 8 FOOT COPPER CLAD STEEL ROD WITH 4 INCHES OF STEEL POST
 QO2113'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2113'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2113
 QO2113                          STATION RECOVERY (2007)
 QO2113
 QO2113'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QO2113'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2113'THE MARK IS 4.4 MILES EAST OF POST OFFICE IN SAINT FRANCIS, IN
 QO2113'NORTHWEST QUADRANT OF JUNCTION OF RAILROAD AND COUNTY ROAD 13 (229TH
 QO2113'AVENUE NORTHWEST), 0.1 MILE EAST OF FLINTWOOD STREET NORTHWEST, 47
 QO2113'FEET NORTH OF COUNTY ROAD 13, 44 FEET WEST OF RAILROAD, 13.8 FEET WEST
 QO2113'OF SOUTHWEST CORNER OF RAILROAD BUILDING, 5 FEET EAST OF FENCE, 4.0
 QO2113'FEET EAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8957 ***********************************************************************
 AH8957  DESIGNATION -  0206 AC
 AH8957  PID         -  AH8957
 AH8957  STATE/COUNTY-  MN/ANOKA
 AH8957  COUNTRY     -  US
 AH8957  USGS QUAD   -  ST FRANCIS (1974)
 AH8957
 AH8957                         *CURRENT SURVEY CONTROL
 AH8957  ______________________________________________________________________
 AH8957* NAD 83(1986) POSITION- 45 23 57.41   (N) 093 22 02.21   (W)   HD_HELD1  
 AH8957* NAVD 88 ORTHO HEIGHT -   279.493  (meters)     916.97  (feet) ADJUSTED  
 AH8957  ______________________________________________________________________
 AH8957  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 AH8957  DYNAMIC HEIGHT  -        279.476 (meters)      916.91  (feet) COMP
 AH8957  MODELED GRAVITY -    980,548.8   (mgal)                       NAVD 88
 AH8957
 AH8957  VERT ORDER      -  SECOND    CLASS I
 AH8957
 AH8957.The horizontal coordinates were established by differentially corrected
 AH8957.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8957.
 AH8957.The orthometric height was determined by differential leveling and
 AH8957.adjusted in May 2000.
 AH8957
 AH8957.Photographs are available for this station.
 AH8957
 AH8957.The dynamic height is computed by dividing the NAVD 88
 AH8957.geopotential number by the normal gravity value computed on the
 AH8957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8957.degrees latitude (g = 980.6199 gals.).
 AH8957
 AH8957.The modeled gravity was interpolated from observed gravity values.
 AH8957
 AH8957;                    North         East    Units  Estimated Accuracy
 AH8957;SPC MN S     -   366,792.8     849,542.0     MT  (+/- 3 meters HH1 GPS) 
 AH8957
 AH8957                          SUPERSEDED SURVEY CONTROL
 AH8957
 AH8957.No superseded survey control is available for this station.
 AH8957
 AH8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7125427372(NAD 83)
 AH8957
 AH8957_MARKER: DV = VERTICAL CONTROL DISK
 AH8957_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8957_STAMPING: 0206 AC 1992
 AH8957_MARK LOGO: MNDT  
 AH8957_PROJECTION: FLUSH
 AH8957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8957+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 AH8957_ROD/PIPE-DEPTH: 19.8 meters
 AH8957
 AH8957  HISTORY     - Date     Condition        Report By
 AH8957  HISTORY     - 1992     MONUMENTED       MNDT
 AH8957  HISTORY     - 20041120 GOOD             USPSQD
 AH8957
 AH8957                          STATION DESCRIPTION
 AH8957
 AH8957'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8957'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NW OF ST FRANCIS, 1.0 MI (1.6
 AH8957'KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN ST
 AH8957'FRANCIS, 1 MI (1.6 KM) SOUTH OF THE COUNTY LINE, IN THE NE QUADRANT OF
 AH8957'THE JCT OF TH 47 AND CO RD 28, AT TH 47 MP 35.55, 150.0 FT (45.7 M)
 AH8957'EAST OF TH 47, 52.0 FT (15.8 M) NORTH OF CO RD 28, 18 FT (5.5 M) WEST
 AH8957'OF A FIELD ENT, 7.4 FT (2.3 M) WSW OF THE WEST GATE POST, 2.5 FT (0.8
 AH8957'M) SOUTH OF A WIT POST AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8957
 AH8957                          STATION RECOVERY (2004)
 AH8957
 AH8957'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8958 ***********************************************************************
 AH8958  DESIGNATION -  0206 AD
 AH8958  PID         -  AH8958
 AH8958  STATE/COUNTY-  MN/ANOKA
 AH8958  COUNTRY     -  US
 AH8958  USGS QUAD   -  ST FRANCIS (1974)
 AH8958
 AH8958                         *CURRENT SURVEY CONTROL
 AH8958  ______________________________________________________________________
 AH8958* NAD 83(1986) POSITION- 45 24 22.20   (N) 093 22 05.48   (W)   HD_HELD1  
 AH8958* NAVD 88 ORTHO HEIGHT -   280.647  (meters)     920.76  (feet) ADJUSTED  
 AH8958  ______________________________________________________________________
 AH8958  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AH8958  DYNAMIC HEIGHT  -        280.630 (meters)      920.70  (feet) COMP
 AH8958  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 AH8958
 AH8958  VERT ORDER      -  SECOND    CLASS I
 AH8958
 AH8958.The horizontal coordinates were established by differentially corrected
 AH8958.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8958.
 AH8958.The orthometric height was determined by differential leveling and
 AH8958.adjusted in May 2000.
 AH8958
 AH8958.Photographs are available for this station.
 AH8958
 AH8958.The dynamic height is computed by dividing the NAVD 88
 AH8958.geopotential number by the normal gravity value computed on the
 AH8958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8958.degrees latitude (g = 980.6199 gals.).
 AH8958
 AH8958.The modeled gravity was interpolated from observed gravity values.
 AH8958
 AH8958;                    North         East    Units  Estimated Accuracy
 AH8958;SPC MN S     -   367,557.5     849,464.9     MT  (+/- 3 meters HH1 GPS) 
 AH8958
 AH8958                          SUPERSEDED SURVEY CONTROL
 AH8958
 AH8958.No superseded survey control is available for this station.
 AH8958
 AH8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7118628137(NAD 83)
 AH8958
 AH8958_MARKER: DV = VERTICAL CONTROL DISK
 AH8958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8958_STAMPING: 0206 AD 1992
 AH8958_MARK LOGO: MNDT  
 AH8958_PROJECTION: RECESSED 5 CENTIMETERS
 AH8958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8958+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004
 AH8958_ROD/PIPE-DEPTH: 12.2 meters
 AH8958
 AH8958  HISTORY     - Date     Condition        Report By
 AH8958  HISTORY     - 1992     MONUMENTED       MNDT
 AH8958  HISTORY     - 20041120 GOOD             USPSQD
 AH8958
 AH8958                          STATION DESCRIPTION
 AH8958
 AH8958'DESCRIBED BY MN DEPT OF TRANSP 1992 (DKH)
 AH8958'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NNW OF ST FRANCIS, 1.7 MI
 AH8958'(2.7 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8958'ST FRANCIS, 0.5 MI (0.8 KM) SOUTH OF THE COUNTY LINE, IN THE SW
 AH8958'QUADRANT OF JCT OF TH 47 AND 241ST AVE, AT TH 47 MP 36.05, 103.5 FT
 AH8958'(31.5 M) WEST OF TH 47, 28.5 FT (8.7 M) SOUTH OF 241ST AVE, 65.5 FT
 AH8958'(20.0 M) WEST OF A P-POLE, 1.0 FT (0.3 M) EAST OF A WIT POST AND 0.3
 AH8958'FT (9.1 CM) BELOW GROUND LEVEL.
 AH8958
 AH8958                          STATION RECOVERY (2004)
 AH8958
 AH8958'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2085 ***********************************************************************
 QO2085  DESIGNATION -  0206 E
 QO2085  PID         -  QO2085
 QO2085  STATE/COUNTY-  MN/ANOKA
 QO2085  COUNTRY     -  US
 QO2085  USGS QUAD   -  ANOKA (1993)
 QO2085
 QO2085                         *CURRENT SURVEY CONTROL
 QO2085  ______________________________________________________________________
 QO2085* NAD 83(1986) POSITION- 45 14 23.     (N) 093 24 03.     (W)   SCALED    
 QO2085* NAVD 88 ORTHO HEIGHT -   266.646  (meters)     874.82  (feet) ADJUSTED  
 QO2085  ______________________________________________________________________
 QO2085  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 QO2085  DYNAMIC HEIGHT  -        266.623 (meters)      874.75  (feet) COMP
 QO2085  MODELED GRAVITY -    980,525.0   (mgal)                       NAVD 88
 QO2085
 QO2085  VERT ORDER      -  SECOND    CLASS I
 QO2085
 QO2085.The horizontal coordinates were scaled from a topographic map and have
 QO2085.an estimated accuracy of +/- 6 seconds.
 QO2085.
 QO2085.The orthometric height was determined by differential leveling and
 QO2085.adjusted in June 1991.
 QO2085
 QO2085.The dynamic height is computed by dividing the NAVD 88
 QO2085.geopotential number by the normal gravity value computed on the
 QO2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2085.degrees latitude (g = 980.6199 gals.).
 QO2085
 QO2085.The modeled gravity was interpolated from observed gravity values.
 QO2085
 QO2085;                    North         East    Units  Estimated Accuracy
 QO2085;SPC MN S     -   349,040.      847,050.      MT  (+/- 180 meters Scaled)
 QO2085
 QO2085                          SUPERSEDED SURVEY CONTROL
 QO2085
 QO2085.No superseded survey control is available for this station.
 QO2085
 QO2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL685096(NAD 83)
 QO2085
 QO2085_MARKER: DB = BENCH MARK DISK
 QO2085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2085_SP_SET: METAL ROD WITH BASE PLATE
 QO2085_STAMPING: 0206 E 1979
 QO2085_MARK LOGO: MNDT  
 QO2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2085+STABILITY: SURFACE MOTION
 QO2085
 QO2085  HISTORY     - Date     Condition        Report By
 QO2085  HISTORY     - 1979     MONUMENTED       MNDT
 QO2085
 QO2085                          STATION DESCRIPTION
 QO2085
 QO2085'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2085'2.8 MI NNW FROM ANOKA.
 QO2085'THE MARK IS LOCATED 2.65 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2085'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2085'MILE POINT 23.25 IN THE NW 1/4 OF SECTION 25, T32N, R25W.  THE MARK
 QO2085'IS 150 FEET EAST OF 14760 ST FRANCIS BOULEVARD, 33.5 FEET EAST OF AND
 QO2085'2 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 47, 5.5 FEET SOUTH OF A
 QO2085'POWER POLE AND 1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 QO2085'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 E 1979---, IS
 QO2085'ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST
 QO2085'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2085'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2087 ***********************************************************************
 QO2087  DESIGNATION -  0206 F
 QO2087  PID         -  QO2087
 QO2087  STATE/COUNTY-  MN/ANOKA
 QO2087  COUNTRY     -  US
 QO2087  USGS QUAD   -  NOWTHEN (1993)
 QO2087
 QO2087                         *CURRENT SURVEY CONTROL
 QO2087  ______________________________________________________________________
 QO2087* NAD 83(1986) POSITION- 45 15 22.59   (N) 093 24 34.27   (W)   HD_HELD1  
 QO2087* NAVD 88 ORTHO HEIGHT -   267.754  (meters)     878.46  (feet) ADJUSTED  
 QO2087  ______________________________________________________________________
 QO2087  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 QO2087  DYNAMIC HEIGHT  -        267.731 (meters)      878.38  (feet) COMP
 QO2087  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 QO2087
 QO2087  VERT ORDER      -  SECOND    CLASS I
 QO2087
 QO2087.The horizontal coordinates were established by differentially corrected
 QO2087.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2087.
 QO2087.The orthometric height was determined by differential leveling and
 QO2087.adjusted in June 1991.
 QO2087
 QO2087.Photographs are available for this station.
 QO2087
 QO2087.The dynamic height is computed by dividing the NAVD 88
 QO2087.geopotential number by the normal gravity value computed on the
 QO2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2087.degrees latitude (g = 980.6199 gals.).
 QO2087
 QO2087.The modeled gravity was interpolated from observed gravity values.
 QO2087
 QO2087;                    North         East    Units  Estimated Accuracy
 QO2087;SPC MN S     -   350,874.6     846,349.5     MT  (+/- 3 meters HH1 GPS) 
 QO2087
 QO2087                          SUPERSEDED SURVEY CONTROL
 QO2087
 QO2087.No superseded survey control is available for this station.
 QO2087
 QO2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6786711501(NAD 83)
 QO2087
 QO2087_MARKER: DV = VERTICAL CONTROL DISK
 QO2087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2087_SP_SET: METAL ROD WITH BASE PLATE
 QO2087_STAMPING: 0206 F 1979
 QO2087_MARK LOGO: MNDT  
 QO2087_PROJECTION: RECESSED 5 CENTIMETERS
 QO2087_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2087
 QO2087  HISTORY     - Date     Condition        Report By
 QO2087  HISTORY     - 1979     MONUMENTED       MNDT
 QO2087  HISTORY     - 20090905 MARK NOT FOUND   GEOCAC
 QO2087
 QO2087                          STATION DESCRIPTION
 QO2087
 QO2087'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2087'4.1 MI NNW FROM ANOKA.
 QO2087'THE MARK IS LOCATED 3.9 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2087'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2087'MILE POINT 24.5 IN THE SE 1/4 OF SECTION 14, T32N, R25W.  THE MARK IS
 QO2087'ABOUT 500 FEET NORTH OF 156TH AVENUE NORTHWEST, 33 FEET EAST OF AND 1
 QO2087'FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 47, 30 FEET NORTH OF THE
 QO2087'GRAVEL ENTRANCE TO THE RUM RIVER SCOUT CAMP AND 9 FEET SOUTH OF THE
 QO2087'WEST POST OF THE SCOUT CAMP SIGN.  THE MARK, A STANDARD MNDT VERTICAL
 QO2087'CONTROL MARK DISK STAMPED---0206 F 1979---, IS ON TOP OF AN 8 FOOT
 QO2087'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE
 QO2087'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN
 QO2087'BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2087
 QO2087                          STATION RECOVERY (2009)
 QO2087
 QO2087'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO2087'INTERSECTION REGRADED AND WIDENED.  WITNESS POST MOUNTED ON NEWER STOP
 QO2087'SIGN POST. THOROUGH SEARCH OF THE AREA AND PROBING TO 3 INCHES
 QO2087'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1810 ***********************************************************************
 QO1810  DESIGNATION -  0206 G
 QO1810  PID         -  QO1810
 QO1810  STATE/COUNTY-  MN/ANOKA
 QO1810  COUNTRY     -  US
 QO1810  USGS QUAD   -  NOWTHEN (1993)
 QO1810
 QO1810                         *CURRENT SURVEY CONTROL
 QO1810  ______________________________________________________________________
 QO1810* NAD 83(1996) POSITION- 45 15 45.16561(N) 093 24 44.93996(W)   ADJUSTED  
 QO1810* NAVD 88 ORTHO HEIGHT -   265.989  (meters)     872.67  (feet) ADJUSTED  
 QO1810  ______________________________________________________________________
 QO1810  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC09
 QO1810  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 QO1810  DYNAMIC HEIGHT  -        265.966 (meters)      872.59  (feet) COMP
 QO1810  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 QO1810
 QO1810  HORZ ORDER      -  SECOND
 QO1810  VERT ORDER      -  SECOND    CLASS I
 QO1810
 QO1810.The horizontal coordinates were established by classical geodetic methods
 QO1810.and adjusted by the National Geodetic Survey in March 1999.
 QO1810.
 QO1810.The orthometric height was determined by differential leveling and
 QO1810.adjusted in June 1991.
 QO1810
 QO1810.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1810
 QO1810.The dynamic height is computed by dividing the NAVD 88
 QO1810.geopotential number by the normal gravity value computed on the
 QO1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1810.degrees latitude (g = 980.6199 gals.).
 QO1810
 QO1810.The modeled gravity was interpolated from observed gravity values.
 QO1810
 QO1810. The following values were computed from the NAD 83(1996) position.
 QO1810
 QO1810;                    North         East     Units Scale Factor Converg.
 QO1810;SPC MN S     -   351,569.879   846,111.865   MT  1.00001035   +0 24 42.5
 QO1810;SPC MN S     - 1,153,442.18  2,775,952.01   sFT  1.00001035   +0 24 42.5
 QO1810;UTM  15      - 5,012,199.353   467,638.820   MT  0.99961288   -0 17 34.8
 QO1810
 QO1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1810!SPC MN S     -   0.99996272  x   1.00001035  =   0.99997307
 QO1810!UTM  15      -   0.99996272  x   0.99961288  =   0.99957562
 QO1810
 QO1810:                Primary Azimuth Mark                     Grid Az
 QO1810:SPC MN S     -  GRAPE TEMP                               325 14 41.0
 QO1810:UTM  15      -  GRAPE TEMP                               325 56 58.3
 QO1810
 QO1810|---------------------------------------------------------------------|
 QO1810| PID    Reference Object                     Distance      Geod. Az  |
 QO1810|                                                           dddmmss.s |
 QO1810| QO1809 HUTCH TEMP                          408.869 METERS 1583251.8 |
 QO1810| QO1814 GRAPE TEMP                          478.405 METERS 3253923.5 |
 QO1810|---------------------------------------------------------------------|
 QO1810
 QO1810                          SUPERSEDED SURVEY CONTROL
 QO1810
 QO1810  NAD 83(1986)-  45 15 45.16320(N)    093 24 44.93225(W) AD(       ) 2
 QO1810  NAD 27      -  45 15 45.28654(N)    093 24 44.08974(W) AD(       ) 2
 QO1810  NGVD 29 (07/19/86)  265.89   (m)          872.3    (f) LEVELING    3  
 QO1810
 QO1810.Superseded values are not recommended for survey control.
 QO1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1810.See file dsdata.txt to determine how the superseded data were derived.
 QO1810
 QO1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6763812199(NAD 83)
 QO1810
 QO1810_MARKER: DB = BENCH MARK DISK
 QO1810_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QO1810_SP_SET: METAL ROD WITH BASE PLATE
 QO1810_STAMPING: 0206 G 1979
 QO1810_MARK LOGO: MNDT  
 QO1810_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1810
 QO1810  HISTORY     - Date     Condition        Report By
 QO1810  HISTORY     - 1979     MONUMENTED       MNDT
 QO1810  HISTORY     - 1979     GOOD             MNDT
 QO1810  HISTORY     - 20090905 MARK NOT FOUND   GEOCAC
 QO1810
 QO1810                          STATION DESCRIPTION
 QO1810
 QO1810'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH)
 QO1810'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF ANOKA,
 QO1810'IN THE SE 1/4 OF SECTION 14, T32N, R25W, ON THE EAST RIGHT-OF-WAY OF
 QO1810'TRUNK HIGHWAY 47 AT MILEPOINT 24.95.
 QO1810'
 QO1810'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QO1810'HIGHWAY 47 IN ANOKA, GO NORTH ON TRUNK HIGHWAY 47 FOR 4.25 MILES TO
 QO1810'THE STATION ON THE RIGHT.
 QO1810'
 QO1810'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1810'STAMPED---0206 G 1979---, IS CRIMPED ON THE TOP OF A DRIVEN 5/8 INCH
 QO1810'DIAMETER COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 QO1810'GROUND.  THE MARK IS 32 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 QO1810'47, 6.5 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF 160TH LANE
 QO1810'NORTHWEST, 67 FEET NORTHEAST OF A POWER POLE, AND 1.4 FEET
 QO1810'WEST-NORTHWEST OF A STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET
 QO1810'FOR THIS STATION.
 QO1810
 QO1810                          STATION RECOVERY (1979)
 QO1810
 QO1810'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO1810'4.6 MI NNW FROM ANOKA.
 QO1810'THE MARK IS LOCATED 4.4 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO1810'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO1810'MILE POINT 25 IN THE SE 1/4 OF SECTION 14, T32N, R25W.  THE MARK IS
 QO1810'ON THE EASTERLY EXTENSION OF THE CENTERLINE OF 160TH LANE NORTHWEST,
 QO1810'32 FEET EAST OF THE CENTERLINE OF HIGHWAY 47 AND 1 FOOT WEST OF A
 QO1810'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO1810'DISK STAMPED---0206 G 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD
 QO1810'STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN
 QO1810'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH
 QO1810'THE TOP FLUSH WITH THE GROUND.
 QO1810
 QO1810                          STATION RECOVERY (2009)
 QO1810
 QO1810'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO1810'INTERSECTION EXTENSIVELY REGRADED AND WIDENED.  E-W ROAD SHIFTED AT
 QO1810'INTERSECTION.  THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE
 QO1810'MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2088 ***********************************************************************
 QO2088  DESIGNATION -  0206 H
 QO2088  PID         -  QO2088
 QO2088  STATE/COUNTY-  MN/ANOKA
 QO2088  COUNTRY     -  US
 QO2088  USGS QUAD   -  NOWTHEN (1993)
 QO2088
 QO2088                         *CURRENT SURVEY CONTROL
 QO2088  ______________________________________________________________________
 QO2088* NAD 83(1986) POSITION- 45 16 08.     (N) 093 24 56.     (W)   SCALED    
 QO2088* NAVD 88 ORTHO HEIGHT -   268.248  (meters)     880.08  (feet) ADJUSTED  
 QO2088  ______________________________________________________________________
 QO2088  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 QO2088  DYNAMIC HEIGHT  -        268.225 (meters)      880.00  (feet) COMP
 QO2088  MODELED GRAVITY -    980,523.0   (mgal)                       NAVD 88
 QO2088
 QO2088  VERT ORDER      -  SECOND    CLASS I
 QO2088
 QO2088.The horizontal coordinates were scaled from a topographic map and have
 QO2088.an estimated accuracy of +/- 6 seconds.
 QO2088.
 QO2088.The orthometric height was determined by differential leveling and
 QO2088.adjusted in June 1991.
 QO2088
 QO2088.The dynamic height is computed by dividing the NAVD 88
 QO2088.geopotential number by the normal gravity value computed on the
 QO2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2088.degrees latitude (g = 980.6199 gals.).
 QO2088
 QO2088.The modeled gravity was interpolated from observed gravity values.
 QO2088
 QO2088;                    North         East    Units  Estimated Accuracy
 QO2088;SPC MN S     -   352,270.      845,870.      MT  (+/- 180 meters Scaled)
 QO2088
 QO2088                          SUPERSEDED SURVEY CONTROL
 QO2088
 QO2088.No superseded survey control is available for this station.
 QO2088
 QO2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL674129(NAD 83)
 QO2088
 QO2088_MARKER: DB = BENCH MARK DISK
 QO2088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2088_SP_SET: COPPER-CLAD STEEL ROD
 QO2088_STAMPING: 0206 H 1979
 QO2088_MARK LOGO: MNDT  
 QO2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2088
 QO2088  HISTORY     - Date     Condition        Report By
 QO2088  HISTORY     - 1979     MONUMENTED       MNDT
 QO2088  HISTORY     - 20090905 MARK NOT FOUND   GEOCAC
 QO2088
 QO2088                          STATION DESCRIPTION
 QO2088
 QO2088'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2088'5.1 MI NNW FROM ANOKA.
 QO2088'THE MARK IS LOCATED 4.9 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2088'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2088'MILE POINT 25.5 IN THE NE 1/4 OF SECTION 14, T32N, R25W.  THE MARK IS
 QO2088'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF HIGHWAY 47 AND 164TH
 QO2088'LANE NORTHWEST, 70 FEET SOUTH OF THE CENTER OF 164TH LANE NORTHWEST,
 QO2088'30 FEET EAST OF THE CENTERLINE OF HIGHWAY 47 AND 1 FOOT WEST OF A
 QO2088'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO2088'DISK STAMPED---0206 H 1979---, IS ON TOP OF A 21 FOOT COPPER-CLAD
 QO2088'STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE
 QO2088'GROUND.
 QO2088
 QO2088                          STATION RECOVERY (2009)
 QO2088
 QO2088'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO2088'INTERSECTION REGRADED AND TURN LANE ADDED.  THOROUGH SEARCH OF THE
 QO2088'AREA REVEALED NO EVIDENCE OF THE MARK OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2089 ***********************************************************************
 QO2089  DESIGNATION -  0206 J
 QO2089  PID         -  QO2089
 QO2089  STATE/COUNTY-  MN/ANOKA
 QO2089  COUNTRY     -  US
 QO2089  USGS QUAD   -  NOWTHEN (1993)
 QO2089
 QO2089                         *CURRENT SURVEY CONTROL
 QO2089  ______________________________________________________________________
 QO2089* NAD 83(1986) POSITION- 45 16 35.52   (N) 093 25 01.24   (W)   HD_HELD1  
 QO2089* NAVD 88 ORTHO HEIGHT -   268.291  (meters)     880.22  (feet) ADJUSTED  
 QO2089  ______________________________________________________________________
 QO2089  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 QO2089  DYNAMIC HEIGHT  -        268.268 (meters)      880.14  (feet) COMP
 QO2089  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QO2089
 QO2089  VERT ORDER      -  SECOND    CLASS I
 QO2089
 QO2089.The horizontal coordinates were established by differentially corrected
 QO2089.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2089.
 QO2089.The orthometric height was determined by differential leveling and
 QO2089.adjusted in June 1991.
 QO2089
 QO2089.Photographs are available for this station.
 QO2089
 QO2089.The dynamic height is computed by dividing the NAVD 88
 QO2089.geopotential number by the normal gravity value computed on the
 QO2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2089.degrees latitude (g = 980.6199 gals.).
 QO2089
 QO2089.The modeled gravity was interpolated from observed gravity values.
 QO2089
 QO2089;                    North         East    Units  Estimated Accuracy
 QO2089;SPC MN S     -   353,121.8     845,745.4     MT  (+/- 3 meters HH1 GPS) 
 QO2089
 QO2089                          SUPERSEDED SURVEY CONTROL
 QO2089
 QO2089.No superseded survey control is available for this station.
 QO2089
 QO2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6729113755(NAD 83)
 QO2089
 QO2089_MARKER: DV = VERTICAL CONTROL DISK
 QO2089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2089_SP_SET: METAL ROD WITH BASE PLATE
 QO2089_STAMPING: 0206 J 1979
 QO2089_MARK LOGO: MNDT  
 QO2089_PROJECTION: RECESSED 10 CENTIMETERS
 QO2089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2089+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2009
 QO2089
 QO2089  HISTORY     - Date     Condition        Report By
 QO2089  HISTORY     - 1979     MONUMENTED       MNDT
 QO2089  HISTORY     - 20090905 GOOD             GEOCAC
 QO2089
 QO2089                          STATION DESCRIPTION
 QO2089
 QO2089'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2089'5.5 MI NNW FROM ANOKA.
 QO2089'THE MARK IS LOCATED 5.4 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2089'NORTH JUNCTION WITH TRUNK HIGHWAY 10 AT ANOKA AND IS NEAR HIGHWAY 47
 QO2089'MILE POINT 26 IN THE SE 1/4 OF SECTION 11, T32N, R25W.  THE MARK IS
 QO2089'300 FEET SOUTH OF 170TH LANE NORTHWEST, 34 FEET EAST OF THE CENTER OF
 QO2089'THE WEST FRONTAGE ROAD BETWEEN 168TH AVENUE NORTHWEST AND 168TH LANE,
 QO2089'28.5 FEET WEST OF AND 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 47
 QO2089'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2089'VERTICAL CONTROL MARK DISK STAMPED---0206 J 1979---, IS ON TOP OF AN
 QO2089'8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO
 QO2089'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE
 QO2089'THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2089
 QO2089                          STATION RECOVERY (2009)
 QO2089
 QO2089'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO2089'THE MARK IS LESS THAN 1 FT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2091 ***********************************************************************
 QO2091  DESIGNATION -  0206 L
 QO2091  PID         -  QO2091
 QO2091  STATE/COUNTY-  MN/ANOKA
 QO2091  COUNTRY     -  US
 QO2091  USGS QUAD   -  NOWTHEN (1993)
 QO2091
 QO2091                         *CURRENT SURVEY CONTROL
 QO2091  ______________________________________________________________________
 QO2091* NAD 83(1986) POSITION- 45 17 23.44   (N) 093 25 09.08   (W)   HD_HELD1  
 QO2091* NAVD 88 ORTHO HEIGHT -   268.057  (meters)     879.45  (feet) ADJUSTED  
 QO2091  ______________________________________________________________________
 QO2091  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 QO2091  DYNAMIC HEIGHT  -        268.034 (meters)      879.37  (feet) COMP
 QO2091  MODELED GRAVITY -    980,525.1   (mgal)                       NAVD 88
 QO2091
 QO2091  VERT ORDER      -  SECOND    CLASS I
 QO2091
 QO2091.The horizontal coordinates were established by differentially corrected
 QO2091.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2091.
 QO2091.The orthometric height was determined by differential leveling and
 QO2091.adjusted in June 1991.
 QO2091
 QO2091.Photographs are available for this station.
 QO2091
 QO2091.The dynamic height is computed by dividing the NAVD 88
 QO2091.geopotential number by the normal gravity value computed on the
 QO2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2091.degrees latitude (g = 980.6199 gals.).
 QO2091
 QO2091.The modeled gravity was interpolated from observed gravity values.
 QO2091
 QO2091;                    North         East    Units  Estimated Accuracy
 QO2091;SPC MN S     -   354,600.0     845,564.0     MT  (+/- 3 meters HH1 GPS) 
 QO2091
 QO2091                          SUPERSEDED SURVEY CONTROL
 QO2091
 QO2091.No superseded survey control is available for this station.
 QO2091
 QO2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6712815234(NAD 83)
 QO2091
 QO2091_MARKER: DV = VERTICAL CONTROL DISK
 QO2091_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2091_SP_SET: METAL ROD WITH BASE PLATE
 QO2091_STAMPING: 0206 L 1979
 QO2091_MARK LOGO: MNDT  
 QO2091_PROJECTION: FLUSH
 QO2091_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2091
 QO2091  HISTORY     - Date     Condition        Report By
 QO2091  HISTORY     - 1979     MONUMENTED       MNDT
 QO2091
 QO2091                          STATION DESCRIPTION
 QO2091
 QO2091'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2091'6.4 MI NNW FROM ANOKA.
 QO2091'THE MARK IS LOCATED 6.35 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2091'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2091'MILE POINT 26.9 IN THE SE 1/4 OF SECTION 2, T32N, R25W.  THE MARK IS
 QO2091'30.5 FEET EAST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY
 QO2091'47, 15 FEET SOUTH OF THE EASTERLY EXTENSION OF THE CENTERLINE OF
 QO2091'COUNTY ROAD 63, 4.5 FEET SOUTH OF A POWER POLE AND 1 FOOT WEST OF A
 QO2091'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO2091'DISK STAMPED---0206 L 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD
 QO2091'STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN
 QO2091'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH
 QO2091'THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2092 ***********************************************************************
 QO2092  DESIGNATION -  0206 M
 QO2092  PID         -  QO2092
 QO2092  STATE/COUNTY-  MN/ANOKA
 QO2092  COUNTRY     -  US
 QO2092  USGS QUAD   -  NOWTHEN (1993)
 QO2092
 QO2092                         *CURRENT SURVEY CONTROL
 QO2092  ______________________________________________________________________
 QO2092* NAD 83(1986) POSITION- 45 17 45.     (N) 093 24 49.     (W)   SCALED    
 QO2092* NAVD 88 ORTHO HEIGHT -   275.300  (meters)     903.21  (feet) ADJUSTED  
 QO2092  ______________________________________________________________________
 QO2092  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 QO2092  DYNAMIC HEIGHT  -        275.277 (meters)      903.14  (feet) COMP
 QO2092  MODELED GRAVITY -    980,526.1   (mgal)                       NAVD 88
 QO2092
 QO2092  VERT ORDER      -  SECOND    CLASS I
 QO2092
 QO2092.The horizontal coordinates were scaled from a topographic map and have
 QO2092.an estimated accuracy of +/- 6 seconds.
 QO2092.
 QO2092.The orthometric height was determined by differential leveling and
 QO2092.adjusted in June 1991.
 QO2092
 QO2092.The dynamic height is computed by dividing the NAVD 88
 QO2092.geopotential number by the normal gravity value computed on the
 QO2092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2092.degrees latitude (g = 980.6199 gals.).
 QO2092
 QO2092.The modeled gravity was interpolated from observed gravity values.
 QO2092
 QO2092;                    North         East    Units  Estimated Accuracy
 QO2092;SPC MN S     -   355,270.      846,000.      MT  (+/- 180 meters Scaled)
 QO2092
 QO2092                          SUPERSEDED SURVEY CONTROL
 QO2092
 QO2092.No superseded survey control is available for this station.
 QO2092
 QO2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL675158(NAD 83)
 QO2092
 QO2092_MARKER: DB = BENCH MARK DISK
 QO2092_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2092+WITH SETTING: INTO GROUND
 QO2092_SP_SET: METAL ROD WITH BASE PLATE
 QO2092_STAMPING: 0206 M 1979
 QO2092_MARK LOGO: MNDT  
 QO2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2092+STABILITY: SURFACE MOTION
 QO2092
 QO2092  HISTORY     - Date     Condition        Report By
 QO2092  HISTORY     - 1979     MONUMENTED       MNDT
 QO2092
 QO2092                          STATION DESCRIPTION
 QO2092
 QO2092'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2092'6.7 MI SW FROM ST FRANCIS.
 QO2092'THE MARK IS LOCATED 6.85 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2092'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2092'MILE POINT 27.4 IN THE NE 1/4 OF SECTION 2, T32N, R25W.  THE MARK IS
 QO2092'50 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 7, 28.5 FEET WEST OF
 QO2092'AND 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 47, 15 FEET SOUTH OF
 QO2092'A POWER POLE AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 QO2092'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 M 1979---, IS
 QO2092'ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST
 QO2092'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2092'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1807 ***********************************************************************
 QO1807  DESIGNATION -  0206 N
 QO1807  PID         -  QO1807
 QO1807  STATE/COUNTY-  MN/ANOKA
 QO1807  COUNTRY     -  US
 QO1807  USGS QUAD   -  NOWTHEN (1993)
 QO1807
 QO1807                         *CURRENT SURVEY CONTROL
 QO1807  ______________________________________________________________________
 QO1807* NAD 83(2007) POSITION- 45 18 09.82903(N) 093 24 34.66040(W)   ADJUSTED  
 QO1807* NAD 83(2007) ELLIP HT-   245.352 (meters)        (07/18/11)   ADJUSTED
 QO1807* NAD 83(2007) EPOCH   -  2002.00
 QO1807* NAVD 88 ORTHO HEIGHT -   273.643  (meters)     897.78  (feet) ADJUSTED  
 QO1807  ______________________________________________________________________
 QO1807  NAD 83(2007) X  -   -267,271.376 (meters)                     COMP
 QO1807  NAD 83(2007) Y  - -4,485,956.012 (meters)                     COMP
 QO1807  NAD 83(2007) Z  -  4,511,249.648 (meters)                     COMP
 QO1807  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC09
 QO1807  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 QO1807  DYNAMIC HEIGHT  -        273.621 (meters)      897.70  (feet) COMP
 QO1807  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 QO1807
 QO1807  HORZ ORDER      -  FIRST
 QO1807  VERT ORDER      -  SECOND    CLASS I
 QO1807  ELLP ORDER      -  SECOND    CLASS I
 QO1807
 QO1807.The horizontal coordinates were established by GPS observations
 QO1807.and adjusted by the MN DEPT OF TRANSP in July 2011.
 QO1807
 QO1807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1807.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1807
 QO1807.The horizontal coordinates are valid at the epoch date displayed above
 QO1807.which is a decimal equivalence of Year/Month/Day.
 QO1807
 QO1807.The orthometric height was determined by differential leveling and
 QO1807.adjusted in June 1991.
 QO1807
 QO1807.Photographs are available for this station.
 QO1807
 QO1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1807
 QO1807.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1807
 QO1807.The ellipsoidal height was determined by GPS observations
 QO1807.and is referenced to NAD 83.
 QO1807
 QO1807.The dynamic height is computed by dividing the NAVD 88
 QO1807.geopotential number by the normal gravity value computed on the
 QO1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1807.degrees latitude (g = 980.6199 gals.).
 QO1807
 QO1807.The modeled gravity was interpolated from observed gravity values.
 QO1807
 QO1807. The following values were computed from the NAD 83(2007) position.
 QO1807
 QO1807;                    North         East     Units Scale Factor Converg.
 QO1807;SPC MN S     -   356,037.417   846,303.718   MT  1.00001994   +0 24 49.7
 QO1807;SPC MN S     - 1,168,099.43  2,776,581.45   sFT  1.00001994   +0 24 49.7
 QO1807;UTM  15      - 5,016,662.396   467,885.521   MT  0.99961268   -0 17 28.2
 QO1807
 QO1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1807!SPC MN S     -   0.99996153  x   1.00001994  =   0.99998147
 QO1807!UTM  15      -   0.99996153  x   0.99961268  =   0.99957423
 QO1807
 QO1807                          SUPERSEDED SURVEY CONTROL
 QO1807
 QO1807  NAD 83(1996)-  45 18 09.82675(N)    093 24 34.65920(W) AD(       ) 2
 QO1807  NAD 83(1986)-  45 18 09.82466(N)    093 24 34.65132(W) AD(       ) 2
 QO1807  NAD 27      -  45 18 09.94817(N)    093 24 33.80678(W) AD(       ) 2
 QO1807  NAVD 88 (07/18/11)  273.64   (m)          897.8    (f) LEVELING    3  
 QO1807  NGVD 29 (07/19/86)  273.55   (m)          897.5    (f) LEVELING    3  
 QO1807
 QO1807.Superseded values are not recommended for survey control.
 QO1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1807.See file dsdata.txt to determine how the superseded data were derived.
 QO1807
 QO1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6788516662(NAD 83)
 QO1807
 QO1807_MARKER: DV = VERTICAL CONTROL DISK
 QO1807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1807_SP_SET: METAL ROD WITH BASE PLATE
 QO1807_STAMPING: 0206 N 1979
 QO1807_MARK LOGO: MNDT  
 QO1807_PROJECTION: FLUSH
 QO1807_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1807+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2011
 QO1807
 QO1807  HISTORY     - Date     Condition        Report By
 QO1807  HISTORY     - 19790401 MONUMENTED       MNDT
 QO1807  HISTORY     - 1979     GOOD             MNDT
 QO1807  HISTORY     - 20090905 GOOD             GEOCAC
 QO1807  HISTORY     - 20110524 GOOD             MNDT
 QO1807
 QO1807                          STATION DESCRIPTION
 QO1807
 QO1807'DESCRIBED BY MN DEPT OF TRANSP 1979 (DKH)
 QO1807'THE STATION IS LOCATED ABOUT 7-1/2 MILES NORTH OF THE TOWN OF ANOKA,
 QO1807'IN THE SE 1/4 OF SECTION 35, T33N, R25W, ON THE WEST RIGHT-OF-WAY OF
 QO1807'TRUNK HIGHWAY 47 AT MILEPOINT 28.
 QO1807'
 QO1807'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QO1807'HIGHWAY 47 IN ANOKA, GO NORTH ON TRUNK HIGHWAY 47 FOR 7.2 MILES TO THE
 QO1807'STATION ON THE LEFT.
 QO1807'
 QO1807'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1807'STAMPED---0206 N 1979---, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 QO1807'DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 QO1807'GROUND.  THE MARK IS 40.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 QO1807'47, 89 FEET SOUTH OF A DRIVEWAY, 4.5 FEET NORTH-NORTHEAST OF A POWER
 QO1807'POLE, AND 0.8 FOOT EAST OF A STEEL WITNESS POST.  NO UNDERGROUND MARK
 QO1807'WAS SET FOR THIS STATION.
 QO1807'
 QO1807'THIS MARK WAS USED AS AN AZIMUTH SIGHT FROM STATIONS BENJA MNDT AND
 QO1807'BENJA MNDT AZ MK.
 QO1807
 QO1807                          STATION RECOVERY (1979)
 QO1807
 QO1807'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO1807'6.2 MI SW FROM ST FRANCIS.
 QO1807'THE MARK IS LOCATED 7.4 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO1807'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO1807'MILE POINT 27.95 IN THE SE 1/4 OF SECTION 35, T33N, R25W.  THE MARK
 QO1807'IS 87 FEET SOUTH OF A GRAVEL DRIVEWAY, 40 FEET WEST OF THE CENTERLINE
 QO1807'OF HIGHWAY 47 AND 4.5 FEET NORTH OF A POWER POLE WITH A TRANSFORMER.
 QO1807'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206
 QO1807'N 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO1807'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO1807'A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE
 QO1807'GROUND.
 QO1807
 QO1807                          STATION RECOVERY (2009)
 QO1807
 QO1807'RECOVERY NOTE BY GEOCACHING 2009 (GH)
 QO1807'THE DESCRIBED POWER POLE NO LONGER HAS A TRANSFORMER.  THE DRIVEWAY IN
 QO1807'THE 1979 DESCRIPTION IS APPARENT BUT IS NOT IN USE.
 QO1807
 QO1807                          STATION RECOVERY (2011)
 QO1807
 QO1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 QO1807'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1807'THE MARK IS 7.5 MILES NORTH OF ANOKA, AT TRUNK HIGHWAY 47(SAINT
 QO1807'FRANCIS BOULEVARD NORTHWEST) MILEPOINT 28, 0.2 MILE SOUTH OF COUNTY
 QO1807'ROAD 66, 40.5 FEET WEST OF TRUNK HIGHWAY 47, 89 FEET SOUTH OF
 QO1807'ENTRANCE, 4.5 FEET NORTH-NORTHEAST OF POWER POLE, 0.8 FOOT EAST OF
 QO1807'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2093 ***********************************************************************
 QO2093  DESIGNATION -  0206 P
 QO2093  PID         -  QO2093
 QO2093  STATE/COUNTY-  MN/ANOKA
 QO2093  COUNTRY     -  US
 QO2093  USGS QUAD   -  NOWTHEN (1993)
 QO2093
 QO2093                         *CURRENT SURVEY CONTROL
 QO2093  ______________________________________________________________________
 QO2093* NAD 83(1986) POSITION- 45 18 34.0    (N) 093 24 29.4    (W)   HD_HELD2  
 QO2093* NAVD 88 ORTHO HEIGHT -   276.448  (meters)     906.98  (feet) ADJUSTED  
 QO2093  ______________________________________________________________________
 QO2093  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 QO2093  DYNAMIC HEIGHT  -        276.425 (meters)      906.90  (feet) COMP
 QO2093  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 QO2093
 QO2093  VERT ORDER      -  SECOND    CLASS I
 QO2093
 QO2093.The horizontal coordinates were established by autonomous hand held GPS
 QO2093.observations and have an estimated accuracy of +/- 10 meters.
 QO2093.
 QO2093.The orthometric height was determined by differential leveling and
 QO2093.adjusted in June 1991.
 QO2093
 QO2093.Photographs are available for this station.
 QO2093
 QO2093.The dynamic height is computed by dividing the NAVD 88
 QO2093.geopotential number by the normal gravity value computed on the
 QO2093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2093.degrees latitude (g = 980.6199 gals.).
 QO2093
 QO2093.The modeled gravity was interpolated from observed gravity values.
 QO2093
 QO2093;                    North         East    Units  Estimated Accuracy
 QO2093;SPC MN S     -   356,784.      846,413.      MT  (+/- 10 meters HH2 GPS)
 QO2093
 QO2093                          SUPERSEDED SURVEY CONTROL
 QO2093
 QO2093.No superseded survey control is available for this station.
 QO2093
 QO2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6800317407(NAD 83)
 QO2093
 QO2093_MARKER: DV = VERTICAL CONTROL DISK
 QO2093_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2093_SP_SET: METAL ROD WITH BASE PLATE
 QO2093_STAMPING: 0206 P 1979
 QO2093_MARK LOGO: MNDT  
 QO2093_PROJECTION: FLUSH
 QO2093_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2093
 QO2093  HISTORY     - Date     Condition        Report By
 QO2093  HISTORY     - 1979     MONUMENTED       MNDT
 QO2093
 QO2093                          STATION DESCRIPTION
 QO2093
 QO2093'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2093'5.5 MI SW FROM ST FRANCIS.
 QO2093'THE MARK IS LOCATED 6.2 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2093'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2093'POINT 28.45 IN THE NW 1/4 OF SECTION 36, T33N, R25W.  THE MARK IS 300
 QO2093'FEET SOUTH OF VEGA DRIVE NORTHWEST, 84 FEET NORTHWEST OF POWER POLE
 QO2093'NUMBER 2336-61-S, 30.5 FEET WEST OF AND ABOUT LEVEL WITH THE
 QO2093'CENTERLINE OF HIGHWAY 47 AND 1 FOOT EAST OF A STEEL WITNESS POST.
 QO2093'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206
 QO2093'P 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO2093'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO2093'A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE
 QO2093'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2094 ***********************************************************************
 QO2094  DESIGNATION -  0206 Q
 QO2094  PID         -  QO2094
 QO2094  STATE/COUNTY-  MN/ANOKA
 QO2094  COUNTRY     -  US
 QO2094  USGS QUAD   -  NOWTHEN (1993)
 QO2094
 QO2094                         *CURRENT SURVEY CONTROL
 QO2094  ______________________________________________________________________
 QO2094* NAD 83(1986) POSITION- 45 19 01.23   (N) 093 24 10.91   (W)   HD_HELD1  
 QO2094* NAVD 88 ORTHO HEIGHT -   282.062  (meters)     925.40  (feet) ADJUSTED  
 QO2094  ______________________________________________________________________
 QO2094  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2094  DYNAMIC HEIGHT  -        282.039 (meters)      925.32  (feet) COMP
 QO2094  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 QO2094
 QO2094  VERT ORDER      -  SECOND    CLASS I
 QO2094
 QO2094.The horizontal coordinates were established by differentially corrected
 QO2094.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2094.
 QO2094.The orthometric height was determined by differential leveling and
 QO2094.adjusted in June 1991.
 QO2094
 QO2094.Photographs are available for this station.
 QO2094
 QO2094.The dynamic height is computed by dividing the NAVD 88
 QO2094.geopotential number by the normal gravity value computed on the
 QO2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2094.degrees latitude (g = 980.6199 gals.).
 QO2094
 QO2094.The modeled gravity was interpolated from observed gravity values.
 QO2094
 QO2094;                    North         East    Units  Estimated Accuracy
 QO2094;SPC MN S     -   357,628.0     846,809.6     MT  (+/- 3 meters HH1 GPS) 
 QO2094
 QO2094                          SUPERSEDED SURVEY CONTROL
 QO2094
 QO2094.No superseded survey control is available for this station.
 QO2094
 QO2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6841018245(NAD 83)
 QO2094
 QO2094_MARKER: DV = VERTICAL CONTROL DISK
 QO2094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2094_SP_SET: METAL ROD WITH BASE PLATE
 QO2094_STAMPING: 0206 Q 1979
 QO2094_MARK LOGO: MNDT  
 QO2094_PROJECTION: FLUSH
 QO2094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2094
 QO2094  HISTORY     - Date     Condition        Report By
 QO2094  HISTORY     - 1979     MONUMENTED       MNDT
 QO2094
 QO2094                          STATION DESCRIPTION
 QO2094
 QO2094'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2094'5 MI SW FROM ST FRANCIS.
 QO2094'THE MARK IS LOCATED 5.6 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2094'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2094'POINT 29.05 IN THE SW 1/4 OF SECTION 25, T33N, R25W.  THE MARK IS 37
 QO2094'FEET NORTH OF A POWER POLE, 33 FEET EAST OF AND ABOUT LEVEL WITH THE
 QO2094'CENTERLINE OF HIGHWAY 47, 2 FEET WEST OF A WOOD POST AT THE WEST END
 QO2094'OF A FENCE LINE AND 1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 QO2094'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 Q 1979---, IS
 QO2094'ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST
 QO2094'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2094'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2095 ***********************************************************************
 QO2095  DESIGNATION -  0206 R
 QO2095  PID         -  QO2095
 QO2095  STATE/COUNTY-  MN/ANOKA
 QO2095  COUNTRY     -  US
 QO2095  USGS QUAD   -  NOWTHEN (1993)
 QO2095
 QO2095                         *CURRENT SURVEY CONTROL
 QO2095  ______________________________________________________________________
 QO2095* NAD 83(1986) POSITION- 45 19 27.25   (N) 093 24 07.83   (W)   HD_HELD1  
 QO2095* NAVD 88 ORTHO HEIGHT -   276.482  (meters)     907.09  (feet) ADJUSTED  
 QO2095  ______________________________________________________________________
 QO2095  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2095  DYNAMIC HEIGHT  -        276.460 (meters)      907.02  (feet) COMP
 QO2095  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 QO2095
 QO2095  VERT ORDER      -  SECOND    CLASS I
 QO2095
 QO2095.The horizontal coordinates were established by differentially corrected
 QO2095.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2095.
 QO2095.The orthometric height was determined by differential leveling and
 QO2095.adjusted in June 1991.
 QO2095
 QO2095.Photographs are available for this station.
 QO2095
 QO2095.The dynamic height is computed by dividing the NAVD 88
 QO2095.geopotential number by the normal gravity value computed on the
 QO2095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2095.degrees latitude (g = 980.6199 gals.).
 QO2095
 QO2095.The modeled gravity was interpolated from observed gravity values.
 QO2095
 QO2095;                    North         East    Units  Estimated Accuracy
 QO2095;SPC MN S     -   358,431.8     846,870.8     MT  (+/- 3 meters HH1 GPS) 
 QO2095
 QO2095                          SUPERSEDED SURVEY CONTROL
 QO2095
 QO2095.No superseded survey control is available for this station.
 QO2095
 QO2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6848119048(NAD 83)
 QO2095
 QO2095_MARKER: DV = VERTICAL CONTROL DISK
 QO2095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2095_SP_SET: COPPER-CLAD STEEL ROD
 QO2095_STAMPING: 0206 R 1979
 QO2095_MARK LOGO: MNDT  
 QO2095_PROJECTION: FLUSH
 QO2095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2095
 QO2095  HISTORY     - Date     Condition        Report By
 QO2095  HISTORY     - 1979     MONUMENTED       MNDT
 QO2095
 QO2095                          STATION DESCRIPTION
 QO2095
 QO2095'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2095'4.6 MI SW FROM ST FRANCIS.
 QO2095'THE MARK IS LOCATED 5.05 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2095'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2095'POINT 29.6 IN THE NW 1/4 OF SECTION 25, T33N, R25W.  THE MARK IS 35
 QO2095'FEET EAST OF THE CENTERLINE OF HIGHWAY 47 NEAR THE SOUTH EDGE OF A
 QO2095'COUNTY DITCH, 5 FEET NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A
 QO2095'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO2095'DISK STAMPED---0206 R 1979---, IS ON THE TOP OF A 24 FOOT COPPER-CLAD
 QO2095'STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE
 QO2095'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2096 ***********************************************************************
 QO2096  DESIGNATION -  0206 S
 QO2096  PID         -  QO2096
 QO2096  STATE/COUNTY-  MN/ANOKA
 QO2096  COUNTRY     -  US
 QO2096  USGS QUAD   -  NOWTHEN (1993)
 QO2096
 QO2096                         *CURRENT SURVEY CONTROL
 QO2096  ______________________________________________________________________
 QO2096* NAD 83(1986) POSITION- 45 19 56.27   (N) 093 24 04.63   (W)   HD_HELD1  
 QO2096* NAVD 88 ORTHO HEIGHT -   280.783  (meters)     921.20  (feet) ADJUSTED  
 QO2096  ______________________________________________________________________
 QO2096  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2096  DYNAMIC HEIGHT  -        280.761 (meters)      921.13  (feet) COMP
 QO2096  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 QO2096
 QO2096  VERT ORDER      -  SECOND    CLASS I
 QO2096
 QO2096.The horizontal coordinates were established by differentially corrected
 QO2096.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2096.
 QO2096.The orthometric height was determined by differential leveling and
 QO2096.adjusted in June 1991.
 QO2096
 QO2096.Photographs are available for this station.
 QO2096
 QO2096.The dynamic height is computed by dividing the NAVD 88
 QO2096.geopotential number by the normal gravity value computed on the
 QO2096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2096.degrees latitude (g = 980.6199 gals.).
 QO2096
 QO2096.The modeled gravity was interpolated from observed gravity values.
 QO2096
 QO2096;                    North         East    Units  Estimated Accuracy
 QO2096;SPC MN S     -   359,328.2     846,933.9     MT  (+/- 3 meters HH1 GPS) 
 QO2096
 QO2096                          SUPERSEDED SURVEY CONTROL
 QO2096
 QO2096.No superseded survey control is available for this station.
 QO2096
 QO2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6855519943(NAD 83)
 QO2096
 QO2096_MARKER: DV = VERTICAL CONTROL DISK
 QO2096_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2096_SP_SET: METAL ROD WITH BASE PLATE
 QO2096_STAMPING: 0206 S 1979
 QO2096_MARK LOGO: MNDT  
 QO2096_PROJECTION: FLUSH
 QO2096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2096+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2096
 QO2096  HISTORY     - Date     Condition        Report By
 QO2096  HISTORY     - 1979     MONUMENTED       MNDT
 QO2096  HISTORY     - 1989     POOR             MNDT
 QO2096  HISTORY     - 20040731 GOOD             USPSQD
 QO2096
 QO2096                          STATION DESCRIPTION
 QO2096
 QO2096'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2096'4 MI SW FROM ST FRANCIS.
 QO2096'THE MARK IS LOCATED 4.5 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2096'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2096'POINT 30.1 IN THE SW 1/4 OF SECTION 24, T33N, R25W.  THE MARK IS 33.5
 QO2096'FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 47, 20
 QO2096'FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 7 FEET WEST OF A GUY
 QO2096'POLE AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QO2096'MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 S 1979---, IS ON TOP
 QO2096'OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED
 QO2096'TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 QO2096'HOLE THEN BACKFILLED WITH TOP FLUSH WITH THE GROUND.
 QO2096
 QO2096                          STATION RECOVERY (1989)
 QO2096
 QO2096'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO2096'MARK RECOVERED IN POOR CONDITION.
 QO2096
 QO2096                          STATION RECOVERY (2004)
 QO2096
 QO2096'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2097 ***********************************************************************
 QO2097  DESIGNATION -  0206 T
 QO2097  PID         -  QO2097
 QO2097  STATE/COUNTY-  MN/ANOKA
 QO2097  COUNTRY     -  US
 QO2097  USGS QUAD   -  NOWTHEN (1993)
 QO2097
 QO2097                         *CURRENT SURVEY CONTROL
 QO2097  ______________________________________________________________________
 QO2097* NAD 83(1986) POSITION- 45 20 18.43   (N) 093 23 54.42   (W)   HD_HELD1  
 QO2097* NAVD 88 ORTHO HEIGHT -   278.246  (meters)     912.88  (feet) ADJUSTED  
 QO2097  ______________________________________________________________________
 QO2097  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2097  DYNAMIC HEIGHT  -        278.225 (meters)      912.81  (feet) COMP
 QO2097  MODELED GRAVITY -    980,534.3   (mgal)                       NAVD 88
 QO2097
 QO2097  VERT ORDER      -  SECOND    CLASS I
 QO2097
 QO2097.The horizontal coordinates were established by differentially corrected
 QO2097.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2097.
 QO2097.The orthometric height was determined by differential leveling and
 QO2097.adjusted in June 1991.
 QO2097
 QO2097.Photographs are available for this station.
 QO2097
 QO2097.The dynamic height is computed by dividing the NAVD 88
 QO2097.geopotential number by the normal gravity value computed on the
 QO2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2097.degrees latitude (g = 980.6199 gals.).
 QO2097
 QO2097.The modeled gravity was interpolated from observed gravity values.
 QO2097
 QO2097;                    North         East    Units  Estimated Accuracy
 QO2097;SPC MN S     -   360,013.9     847,151.2     MT  (+/- 3 meters HH1 GPS) 
 QO2097
 QO2097                          SUPERSEDED SURVEY CONTROL
 QO2097
 QO2097.No superseded survey control is available for this station.
 QO2097
 QO2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6878120626(NAD 83)
 QO2097
 QO2097_MARKER: DV = VERTICAL CONTROL DISK
 QO2097_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2097_SP_SET: METAL ROD WITH BASE PLATE
 QO2097_STAMPING: 0206 T 1979
 QO2097_MARK LOGO: MNDT  
 QO2097_PROJECTION: RECESSED 5 CENTIMETERS
 QO2097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2097+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2097
 QO2097  HISTORY     - Date     Condition        Report By
 QO2097  HISTORY     - 1979     MONUMENTED       MNDT
 QO2097  HISTORY     - 20040731 GOOD             USPSQD
 QO2097
 QO2097                          STATION DESCRIPTION
 QO2097
 QO2097'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2097'3.6 MI SW FROM ST FRANCIS.
 QO2097'THE MARK IS LOCATED 4.05 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2097'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2097'POINT 30.55 IN THE NE 1/4 OF SECTION 24, T33N, R25W.  THE MARK IS 35
 QO2097'FEET SOUTHWEST OF A COUNTY DITCH CORNER, 31 FEET EAST OF THE
 QO2097'CENTERLINE OF HIGHWAY 47, 18 FEET NORTHEAST OF THE END POST OF A
 QO2097'SINGLE CABLE GUARD RAIL AND 5 FEET SOUTH OF A POWER POLE.  THE MARK,
 QO2097'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0206 T 1979---,
 QO2097'IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL
 QO2097'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2097'DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE GROUND.
 QO2097
 QO2097                          STATION RECOVERY (2004)
 QO2097
 QO2097'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2098 ***********************************************************************
 QO2098  DESIGNATION -  0206 U
 QO2098  PID         -  QO2098
 QO2098  STATE/COUNTY-  MN/ANOKA
 QO2098  COUNTRY     -  US
 QO2098  USGS QUAD   -  NOWTHEN (1993)
 QO2098
 QO2098                         *CURRENT SURVEY CONTROL
 QO2098  ______________________________________________________________________
 QO2098* NAD 83(1986) POSITION- 45 20 51.97   (N) 093 23 47.50   (W)   HD_HELD1  
 QO2098* NAVD 88 ORTHO HEIGHT -   280.939  (meters)     921.71  (feet) ADJUSTED  
 QO2098  ______________________________________________________________________
 QO2098  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2098  DYNAMIC HEIGHT  -        280.918 (meters)      921.65  (feet) COMP
 QO2098  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 QO2098
 QO2098  VERT ORDER      -  SECOND    CLASS I
 QO2098
 QO2098.The horizontal coordinates were established by differentially corrected
 QO2098.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2098.
 QO2098.The orthometric height was determined by differential leveling and
 QO2098.adjusted in June 1991.
 QO2098
 QO2098.Photographs are available for this station.
 QO2098
 QO2098.The dynamic height is computed by dividing the NAVD 88
 QO2098.geopotential number by the normal gravity value computed on the
 QO2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2098.degrees latitude (g = 980.6199 gals.).
 QO2098
 QO2098.The modeled gravity was interpolated from observed gravity values.
 QO2098
 QO2098;                    North         East    Units  Estimated Accuracy
 QO2098;SPC MN S     -   361,050.5     847,294.2     MT  (+/- 3 meters HH1 GPS) 
 QO2098
 QO2098                          SUPERSEDED SURVEY CONTROL
 QO2098
 QO2098.No superseded survey control is available for this station.
 QO2098
 QO2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6893721660(NAD 83)
 QO2098
 QO2098_MARKER: DB = BENCH MARK DISK
 QO2098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2098_SP_SET: METAL ROD WITH BASE PLATE
 QO2098_STAMPING: 0206 U 1979
 QO2098_MARK LOGO: MNDT  
 QO2098_PROJECTION: FLUSH
 QO2098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2098+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2098
 QO2098  HISTORY     - Date     Condition        Report By
 QO2098  HISTORY     - 1979     MONUMENTED       MNDT
 QO2098  HISTORY     - 20040731 GOOD             USPSQD
 QO2098
 QO2098                          STATION DESCRIPTION
 QO2098
 QO2098'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2098'3.2 MI SW FROM ST FRANCIS.
 QO2098'THE MARK IS LOCATED 3.4 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2098'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2098'POINT 31.2 IN THE SE 1/4 OF SECTION 13, T33N, R25W.  THE MARK IS IN
 QO2098'THE NORTHEAST QUADRANT OF THE INTERSECTION OF HIGHWAY 47 AND VALLEY
 QO2098'VERDE ROAD NORTHWEST, 72 FEET SOUTHWEST OF A 26 INCH OAK TREE, 46.5
 QO2098'FEET NORTH OF A POWER POLE, 38 FEET EAST OF AND 1.5 FEET HIGHER THAN
 QO2098'THE CENTERLINE OF HIGHWAY 47, 24.5 FEET NORTH OF THE CENTER OF VALLEY
 QO2098'VERDE ROAD NORTHWEST AND 1 FOOT WEST OF A STEEL WITNESS POST.  THE
 QO2098'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206 U
 QO2098'1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO2098'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO2098'A 6 INCH DIAMETER HOLE THEN BACKFILLED WITH THE TOP FLUSH WITH THE
 QO2098'GROUND.
 QO2098
 QO2098                          STATION RECOVERY (2004)
 QO2098
 QO2098'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2099 ***********************************************************************
 QO2099  DESIGNATION -  0206 V
 QO2099  PID         -  QO2099
 QO2099  STATE/COUNTY-  MN/ANOKA
 QO2099  COUNTRY     -  US
 QO2099  USGS QUAD   -  NOWTHEN (1993)
 QO2099
 QO2099                         *CURRENT SURVEY CONTROL
 QO2099  ______________________________________________________________________
 QO2099* NAD 83(1986) POSITION- 45 21 21.03   (N) 093 23 38.94   (W)   HD_HELD1  
 QO2099* NAVD 88 ORTHO HEIGHT -   278.745  (meters)     914.52  (feet) ADJUSTED  
 QO2099  ______________________________________________________________________
 QO2099  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2099  DYNAMIC HEIGHT  -        278.725 (meters)      914.45  (feet) COMP
 QO2099  MODELED GRAVITY -    980,538.0   (mgal)                       NAVD 88
 QO2099
 QO2099  VERT ORDER      -  SECOND    CLASS I
 QO2099
 QO2099.The horizontal coordinates were established by differentially corrected
 QO2099.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2099.
 QO2099.The orthometric height was determined by differential leveling and
 QO2099.adjusted in June 1991.
 QO2099
 QO2099.Photographs are available for this station.
 QO2099
 QO2099.The dynamic height is computed by dividing the NAVD 88
 QO2099.geopotential number by the normal gravity value computed on the
 QO2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2099.degrees latitude (g = 980.6199 gals.).
 QO2099
 QO2099.The modeled gravity was interpolated from observed gravity values.
 QO2099
 QO2099;                    North         East    Units  Estimated Accuracy
 QO2099;SPC MN S     -   361,949.0     847,473.9     MT  (+/- 3 meters HH1 GPS) 
 QO2099
 QO2099                          SUPERSEDED SURVEY CONTROL
 QO2099
 QO2099.No superseded survey control is available for this station.
 QO2099
 QO2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6912722556(NAD 83)
 QO2099
 QO2099_MARKER: DV = VERTICAL CONTROL DISK
 QO2099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2099_SP_SET: METAL ROD WITH BASE PLATE
 QO2099_STAMPING: 0206 V 1979
 QO2099_MARK LOGO: MNDT  
 QO2099_PROJECTION: FLUSH
 QO2099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2099+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2099
 QO2099  HISTORY     - Date     Condition        Report By
 QO2099  HISTORY     - 1979     MONUMENTED       MNDT
 QO2099  HISTORY     - 20040731 GOOD             USPSQD
 QO2099
 QO2099                          STATION DESCRIPTION
 QO2099
 QO2099'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2099'2.8 MI SW FROM ST FRANCIS.
 QO2099'THE MARK IS LOCATED 2.8 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2099'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2099'POINT 31.8 IN THE NE 1/4 OF SECTION 13, T33N, R25W.  THE MARK IS 73
 QO2099'FEET EAST OF THE NORTH CORNER POST AT ROC ARABIAN RANCH, 32 FEET EAST
 QO2099'OF THE CENTERLINE OF HIGHWAY 47 AND 6 FEET EAST OF A POWER POLE.  THE
 QO2099'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---0206 V
 QO2099'1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES
 QO2099'OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN
 QO2099'A 6 INCH DIAMETER HOLE THEN BACK FILLED WITH THE TOP FLUSH WITH THE
 QO2099'GROUND.
 QO2099
 QO2099                          STATION RECOVERY (2004)
 QO2099
 QO2099'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2100 ***********************************************************************
 QO2100  DESIGNATION -  0206 W
 QO2100  PID         -  QO2100
 QO2100  STATE/COUNTY-  MN/ANOKA
 QO2100  COUNTRY     -  US
 QO2100  USGS QUAD   -  NOWTHEN (1993)
 QO2100
 QO2100                         *CURRENT SURVEY CONTROL
 QO2100  ______________________________________________________________________
 QO2100* NAD 83(1986) POSITION- 45 21 43.54   (N) 093 23 27.40   (W)   HD_HELD1  
 QO2100* NAVD 88 ORTHO HEIGHT -   278.056  (meters)     912.26  (feet) ADJUSTED  
 QO2100  ______________________________________________________________________
 QO2100  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2100  DYNAMIC HEIGHT  -        278.036 (meters)      912.19  (feet) COMP
 QO2100  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 QO2100
 QO2100  VERT ORDER      -  SECOND    CLASS I
 QO2100
 QO2100.The horizontal coordinates were established by differentially corrected
 QO2100.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2100.
 QO2100.The orthometric height was determined by differential leveling and
 QO2100.adjusted in June 1991.
 QO2100
 QO2100.Photographs are available for this station.
 QO2100
 QO2100.The dynamic height is computed by dividing the NAVD 88
 QO2100.geopotential number by the normal gravity value computed on the
 QO2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2100.degrees latitude (g = 980.6199 gals.).
 QO2100
 QO2100.The modeled gravity was interpolated from observed gravity values.
 QO2100
 QO2100;                    North         East    Units  Estimated Accuracy
 QO2100;SPC MN S     -   362,645.8     847,719.9     MT  (+/- 3 meters HH1 GPS) 
 QO2100
 QO2100                          SUPERSEDED SURVEY CONTROL
 QO2100
 QO2100.No superseded survey control is available for this station.
 QO2100
 QO2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6938223250(NAD 83)
 QO2100
 QO2100_MARKER: DV = VERTICAL CONTROL DISK
 QO2100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2100_SP_SET: COPPER-CLAD STEEL ROD
 QO2100_STAMPING: 0206 W 1979
 QO2100_MARK LOGO: MNDT  
 QO2100_PROJECTION: FLUSH
 QO2100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2100+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2100
 QO2100  HISTORY     - Date     Condition        Report By
 QO2100  HISTORY     - 1979     MONUMENTED       MNDT
 QO2100  HISTORY     - 20040731 GOOD             USPSQD
 QO2100
 QO2100                          STATION DESCRIPTION
 QO2100
 QO2100'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2100'2.3 MI SW FROM ST FRANCIS.
 QO2100'THE MARK IS LOCATED 2.3 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2100'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2100'POINT 32.3 IN THE SE 1/4 OF SECTION 12, T33N, R25W.  THE MARK IS AT
 QO2100'THE SOUTHWEST CORNER OF A LILAC PATCH NEAR 21640 SAINT FRANCIS
 QO2100'BOULEVARD, 85.5 FEET EAST OF A FENCE CORNER, 64 FEET SOUTH OF A 14
 QO2100'INCH BOX ELDER TREE, 32 FEET EAST OF THE CENTERLINE OF HIGHWAY 47 AND
 QO2100'1 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2100'VERTICAL CONTROL MARK DISK STAMPED---0206 W 1979---, IS ON THE TOP OF
 QO2100'A 29 FOOT COPPER-CLAD STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE
 QO2100'TOP FLUSH WITH THE GROUND.
 QO2100
 QO2100                          STATION RECOVERY (2004)
 QO2100
 QO2100'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2101 ***********************************************************************
 QO2101  DESIGNATION -  0206 X
 QO2101  PID         -  QO2101
 QO2101  STATE/COUNTY-  MN/ANOKA
 QO2101  COUNTRY     -  US
 QO2101  USGS QUAD   -  NOWTHEN (1993)
 QO2101
 QO2101                         *CURRENT SURVEY CONTROL
 QO2101  ______________________________________________________________________
 QO2101* NAD 83(1986) POSITION- 45 22 01.87   (N) 093 23 01.49   (W)   HD_HELD1  
 QO2101* NAVD 88 ORTHO HEIGHT -   277.799  (meters)     911.41  (feet) ADJUSTED  
 QO2101  ______________________________________________________________________
 QO2101  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2101  DYNAMIC HEIGHT  -        277.780 (meters)      911.35  (feet) COMP
 QO2101  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 QO2101
 QO2101  VERT ORDER      -  SECOND    CLASS I
 QO2101
 QO2101.The horizontal coordinates were established by differentially corrected
 QO2101.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2101.
 QO2101.The orthometric height was determined by differential leveling and
 QO2101.adjusted in June 1991.
 QO2101
 QO2101.Photographs are available for this station.
 QO2101
 QO2101.The dynamic height is computed by dividing the NAVD 88
 QO2101.geopotential number by the normal gravity value computed on the
 QO2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2101.degrees latitude (g = 980.6199 gals.).
 QO2101
 QO2101.The modeled gravity was interpolated from observed gravity values.
 QO2101
 QO2101;                    North         East    Units  Estimated Accuracy
 QO2101;SPC MN S     -   363,215.9     848,279.5     MT  (+/- 3 meters HH1 GPS) 
 QO2101
 QO2101                          SUPERSEDED SURVEY CONTROL
 QO2101
 QO2101.No superseded survey control is available for this station.
 QO2101
 QO2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6994823813(NAD 83)
 QO2101
 QO2101_MARKER: DV = VERTICAL CONTROL DISK
 QO2101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2101_SP_SET: COPPER-CLAD STEEL ROD
 QO2101_STAMPING: 0206 X 1979
 QO2101_MARK LOGO: MNDT  
 QO2101_PROJECTION: FLUSH
 QO2101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2101+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2101
 QO2101  HISTORY     - Date     Condition        Report By
 QO2101  HISTORY     - 1979     MONUMENTED       MNDT
 QO2101  HISTORY     - 20040731 GOOD             USPSQD
 QO2101
 QO2101                          STATION DESCRIPTION
 QO2101
 QO2101'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2101'1.8 MI SW FROM ST FRANCIS.
 QO2101'THE MARK IS LOCATED 1.8 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2101'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2101'POINT 32.8 IN THE NW 1/4 OF SECTION 7, T33N, R24W.  THE MARK IS IN
 QO2101'THE ISLAND AT THE INTERSECTION OF HIGHWAY 47 AND ONEIDA STREET
 QO2101'NORTHWEST, 39 FEET EAST OF THE CENTERLINE OF HIGHWAY 47, 6 FEET EAST
 QO2101'OF A POWER POLE UNDER THE ANCHOR CABLES AND 1 FOOT WEST OF A STEEL
 QO2101'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2101'STAMPED ---0206 X 1979---, IS ON THE TOP OF A 28 FOOT COPPER-CLAD
 QO2101'STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE
 QO2101'GROUND.
 QO2101
 QO2101                          STATION RECOVERY (2004)
 QO2101
 QO2101'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2101'INTERSECTION OF HWY 47 AND ONEIDA STREET HAS BEEN MOVED .25 MILES
 QO2101'SOUTH OF PREVIOUS LOCATION.  THERE IS NO LONGER AN 'ISLAND' AT THE
 QO2101'INTERSECTION.  STATION IS OTHERWISE LOCATED AS DESCRIBED.  POWER POLE
 QO2101'REFERENCED IS DESIGNATED PP 22 7 465 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2102 ***********************************************************************
 QO2102  DESIGNATION -  0206 Y
 QO2102  PID         -  QO2102
 QO2102  STATE/COUNTY-  MN/ANOKA
 QO2102  COUNTRY     -  US
 QO2102  USGS QUAD   -  NOWTHEN (1993)
 QO2102
 QO2102                         *CURRENT SURVEY CONTROL
 QO2102  ______________________________________________________________________
 QO2102* NAD 83(1986) POSITION- 45 22 27.98   (N) 093 23 01.36   (W)   HD_HELD1  
 QO2102* NAVD 88 ORTHO HEIGHT -   277.914  (meters)     911.79  (feet) ADJUSTED  
 QO2102  ______________________________________________________________________
 QO2102  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO2102  DYNAMIC HEIGHT  -        277.895 (meters)      911.73  (feet) COMP
 QO2102  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 QO2102
 QO2102  VERT ORDER      -  SECOND    CLASS I
 QO2102
 QO2102.The horizontal coordinates were established by differentially corrected
 QO2102.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2102.
 QO2102.The orthometric height was determined by differential leveling and
 QO2102.adjusted in June 1991.
 QO2102
 QO2102.Photographs are available for this station.
 QO2102
 QO2102.The dynamic height is computed by dividing the NAVD 88
 QO2102.geopotential number by the normal gravity value computed on the
 QO2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2102.degrees latitude (g = 980.6199 gals.).
 QO2102
 QO2102.The modeled gravity was interpolated from observed gravity values.
 QO2102
 QO2102;                    North         East    Units  Estimated Accuracy
 QO2102;SPC MN S     -   364,022.0     848,276.3     MT  (+/- 3 meters HH1 GPS) 
 QO2102
 QO2102                          SUPERSEDED SURVEY CONTROL
 QO2102
 QO2102.No superseded survey control is available for this station.
 QO2102
 QO2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6995524618(NAD 83)
 QO2102
 QO2102_MARKER: DV = VERTICAL CONTROL DISK
 QO2102_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2102_SP_SET: COPPER-CLAD STEEL ROD
 QO2102_STAMPING: 0206 Y 1979
 QO2102_MARK LOGO: MNDT  
 QO2102_PROJECTION: FLUSH
 QO2102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2102+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 QO2102
 QO2102  HISTORY     - Date     Condition        Report By
 QO2102  HISTORY     - 1979     MONUMENTED       MNDT
 QO2102  HISTORY     - 20040731 GOOD             USPSQD
 QO2102
 QO2102                          STATION DESCRIPTION
 QO2102
 QO2102'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2102'1.3 MI SW FROM ST FRANCIS.
 QO2102'THE MARK IS LOCATED 1.3 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2102'JUNCTION WITH 229TH AVENUE IN ST FRANCIS AND IS NEAR HIGHWAY 47 MILE
 QO2102'POINT 33.3 IN THE SW 1/4 OF SECTION 6, T33N, R24W.  THE MARK IS 28.5
 QO2102'FEET WEST OF THE CENTERLINE OF HIGHWAY 47, 27 FEET SOUTH OF THE
 QO2102'CENTER OF AN ENTRANCE TO A HORSE EXERCISE AREA, 16 FEET SOUTH OF THE
 QO2102'SOUTH GATE, 4 FEET NORTH OF A POWER POLE AND 1 FOOT EAST OF A STEEL
 QO2102'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2102'STAMPED ---0206 Y 1979---, IS ON THE TOP OF A 24 FOOT COPPER-CLAD
 QO2102'STEEL ROD THAT WAS DRIVEN TO REFUSAL WITH THE TOP FLUSH WITH THE
 QO2102'GROUND.
 QO2102
 QO2102                          STATION RECOVERY (2004)
 QO2102
 QO2102'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2102'STATION IS APPROXIMATELY 27 FEET SOUTH OF THE CENTER OF A BREAK IN A
 QO2102'3-WIRE BARBED WIRE FENCE (APPEARS TO NO LONGER BE A 'HORSE EXERCISE
 QO2102'AREA.'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0790 ***********************************************************************
 QO0790  DESIGNATION -  0207 A
 QO0790  PID         -  QO0790
 QO0790  STATE/COUNTY-  MN/ANOKA
 QO0790  COUNTRY     -  US
 QO0790  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0790
 QO0790                         *CURRENT SURVEY CONTROL
 QO0790  ______________________________________________________________________
 QO0790* NAD 83(1986) POSITION- 45 05 38.     (N) 093 14 36.     (W)   SCALED    
 QO0790* NAVD 88 ORTHO HEIGHT -   260.487  (meters)     854.61  (feet) ADJUSTED  
 QO0790  ______________________________________________________________________
 QO0790  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 QO0790  DYNAMIC HEIGHT  -        260.483 (meters)      854.60  (feet) COMP
 QO0790  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 QO0790
 QO0790  VERT ORDER      -  SECOND    CLASS 0
 QO0790
 QO0790.The horizontal coordinates were scaled from a topographic map and have
 QO0790.an estimated accuracy of +/- 6 seconds.
 QO0790.
 QO0790.The orthometric height was determined by differential leveling and
 QO0790.adjusted in June 1991.
 QO0790
 QO0790.Photographs are available for this station.
 QO0790
 QO0790.The dynamic height is computed by dividing the NAVD 88
 QO0790.geopotential number by the normal gravity value computed on the
 QO0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0790.degrees latitude (g = 980.6199 gals.).
 QO0790
 QO0790.The modeled gravity was interpolated from observed gravity values.
 QO0790
 QO0790;                    North         East    Units  Estimated Accuracy
 QO0790;SPC MN S     -   332,940.      859,560.      MT  (+/- 180 meters Scaled)
 QO0790
 QO0790                          SUPERSEDED SURVEY CONTROL
 QO0790
 QO0790  NGVD 29 (??/??/92)  260.433  (m)          854.44   (f) ADJ UNCH    2 0
 QO0790
 QO0790.Superseded values are not recommended for survey control.
 QO0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0790.See file dsdata.txt to determine how the superseded data were derived.
 QO0790
 QO0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK808934(NAD 83)
 QO0790
 QO0790_MARKER: DB = BENCH MARK DISK
 QO0790_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0790_SP_SET: HEADWALL BOX CULVERT
 QO0790_STAMPING: 0207 A 1969
 QO0790_MARK LOGO: MNHD  
 QO0790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0790+STABILITY: SURFACE MOTION
 QO0790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0790+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 QO0790
 QO0790  HISTORY     - Date     Condition        Report By
 QO0790  HISTORY     - 1969     MONUMENTED       MNHD
 QO0790  HISTORY     - 1980     GOOD             MNDT
 QO0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0790  HISTORY     - 1989     GOOD             USPSQD
 QO0790  HISTORY     - 20051115 GOOD             USPSQD
 QO0790  HISTORY     - 20061209 GOOD             USPSQD
 QO0790
 QO0790                          STATION DESCRIPTION
 QO0790
 QO0790'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0790'IN FRIDLEY.
 QO0790'MARK IS LOCATED 1.8 MILES NORTH OF THE JUNCTION OF FAI 694 AND TH 65
 QO0790'IN THE VILLAGE OF FRIDLEY, 0.5 MILES NORTH OF COUNTY ROAD 6
 QO0790'(MISSISSIPPI STREET) IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER TH
 QO0790'65 AT RICE CREEK.  NW 1/4 SECTION 13, T 30N, R 24W.
 QO0790
 QO0790                          STATION RECOVERY (1980)
 QO0790
 QO0790'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0790'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0790'IN THE TOWN OF FRIDLEY, 1.9 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 QO0790'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 10, 1.8 MILES
 QO0790'NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65
 QO0790'AND INTERSTATE HIGHWAY 694, 0.5 MILE NORTH OF COUNTY ROAD 6
 QO0790'(MISSISSIPPI STREET), IN THE SW 1/4 OF SECTION 12, T30N, R24W.  THE
 QO0790'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---0207 A 1969---, IS
 QO0790'SET IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER TRUNK HIGHWAY 65
 QO0790'AT RICE CREEK.
 QO0790
 QO0790                          STATION RECOVERY (1987)
 QO0790
 QO0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAB)
 QO0790'MARK NOT FOUND.
 QO0790
 QO0790                          STATION RECOVERY (1989)
 QO0790
 QO0790'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0790'RECOVERED IN GOOD CONDITION.
 QO0790
 QO0790                          STATION RECOVERY (2005)
 QO0790
 QO0790'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO0790'RECOVERED IN GOOD CONDITION.
 QO0790
 QO0790                          STATION RECOVERY (2006)
 QO0790
 QO0790'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0791 ***********************************************************************
 QO0791  DESIGNATION -  0207 B
 QO0791  PID         -  QO0791
 QO0791  STATE/COUNTY-  MN/ANOKA
 QO0791  COUNTRY     -  US
 QO0791  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0791
 QO0791                         *CURRENT SURVEY CONTROL
 QO0791  ______________________________________________________________________
 QO0791* NAD 83(1986) POSITION- 45 07 13.59   (N) 093 14 14.39   (W)   HD_HELD1  
 QO0791* NAVD 88 ORTHO HEIGHT -   283.248  (meters)     929.29  (feet) ADJUSTED  
 QO0791  ______________________________________________________________________
 QO0791  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 QO0791  DYNAMIC HEIGHT  -        283.244 (meters)      929.28  (feet) COMP
 QO0791  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 QO0791
 QO0791  VERT ORDER      -  SECOND    CLASS 0
 QO0791
 QO0791.The horizontal coordinates were established by differentially corrected
 QO0791.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0791.
 QO0791.The orthometric height was determined by differential leveling and
 QO0791.adjusted in June 1991.
 QO0791
 QO0791.Photographs are available for this station.
 QO0791
 QO0791.The dynamic height is computed by dividing the NAVD 88
 QO0791.geopotential number by the normal gravity value computed on the
 QO0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0791.degrees latitude (g = 980.6199 gals.).
 QO0791
 QO0791.The modeled gravity was interpolated from observed gravity values.
 QO0791
 QO0791;                    North         East    Units  Estimated Accuracy
 QO0791;SPC MN S     -   335,891.3     860,005.9     MT  (+/- 3 meters HH1 GPS) 
 QO0791
 QO0791                          SUPERSEDED SURVEY CONTROL
 QO0791
 QO0791  NGVD 29 (??/??/92)  283.191  (m)          929.10   (f) ADJ UNCH    2 0
 QO0791
 QO0791.Superseded values are not recommended for survey control.
 QO0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0791.See file dsdata.txt to determine how the superseded data were derived.
 QO0791
 QO0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8133396357(NAD 83)
 QO0791
 QO0791_MARKER: DB = BENCH MARK DISK
 QO0791_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0791_SP_SET: BRIDGE ABUTMENT
 QO0791_STAMPING: 0207 B 1969
 QO0791_MARK LOGO: MNHD  
 QO0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0791
 QO0791  HISTORY     - Date     Condition        Report By
 QO0791  HISTORY     - 1969     MONUMENTED       MNHD
 QO0791  HISTORY     - 1970     GOOD             NGS
 QO0791  HISTORY     - 1978     GOOD             MNDT
 QO0791  HISTORY     - 1980     GOOD             MNDT
 QO0791  HISTORY     - 1985     GOOD             USPSQD
 QO0791  HISTORY     - 1987     GOOD             USPSQD
 QO0791  HISTORY     - 19920822 GOOD             USPSQD
 QO0791
 QO0791                          STATION DESCRIPTION
 QO0791
 QO0791'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0791'IN SPRING LAKE PARK.
 QO0791'MARK IS LOCATED IN THE VILLAGE OF SPRING LAKE PARK, 3.6 MILES NORTH OF
 QO0791'THE JUNCTION OF FAI 694 AND TH 65, IN THE SOUTHEAST CORNER OF BRIDGE
 QO0791'NO. 9264, TH 10 EASTBOUND OVER TH 65.  NE 1/4 SECTION 1, T 30N, R 24W.
 QO0791
 QO0791                          STATION RECOVERY (1970)
 QO0791
 QO0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QO0791'RECOVERED IN GOOD CONDITION.
 QO0791
 QO0791                          STATION RECOVERY (1978)
 QO0791
 QO0791'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO0791'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE TOWN
 QO0791'OF SPRING LAKE PARK, AT THE TRUNK HIGHWAY 10 EASTBOUND BRIDGE (NUMBER
 QO0791'9264) OVER TRUNK HIGHWAY 65, IN THE NE 1/4 OF SECTION 1, T30N, R24W.
 QO0791'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---0207 B 1969---,
 QO0791'IS SET FLUSH IN THE SOUTHEAST CORNER OF THE BRIDGE AT TRUNK HIGHWAY
 QO0791'10 MILEPOINT 235.0.
 QO0791
 QO0791                          STATION RECOVERY (1980)
 QO0791
 QO0791'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0791'RECOVERED IN GOOD CONDITION.
 QO0791
 QO0791                          STATION RECOVERY (1985)
 QO0791
 QO0791'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0791'RECOVERED IN GOOD CONDITION.
 QO0791
 QO0791                          STATION RECOVERY (1987)
 QO0791
 QO0791'RECOVERY NOTE BY US POWER SQUADRON 1987 (LG)
 QO0791'RECOVERED IN GOOD CONDITION.
 QO0791
 QO0791                          STATION RECOVERY (1992)
 QO0791
 QO0791'RECOVERY NOTE BY US POWER SQUADRON 1992 (TJZ)
 QO0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2129 ***********************************************************************
 QO2129  DESIGNATION -  0207 C
 QO2129  PID         -  QO2129
 QO2129  STATE/COUNTY-  MN/ANOKA
 QO2129  COUNTRY     -  US
 QO2129  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2129
 QO2129                         *CURRENT SURVEY CONTROL
 QO2129  ______________________________________________________________________
 QO2129* NAD 83(1986) POSITION- 45 06 44.63   (N) 093 14 33.43   (W)   HD_HELD1  
 QO2129* NAVD 88 ORTHO HEIGHT -   277.758  (meters)     911.28  (feet) ADJUSTED  
 QO2129  ______________________________________________________________________
 QO2129  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 QO2129  DYNAMIC HEIGHT  -        277.754 (meters)      911.26  (feet) COMP
 QO2129  MODELED GRAVITY -    980,594.4   (mgal)                       NAVD 88
 QO2129
 QO2129  VERT ORDER      -  SECOND    CLASS II
 QO2129
 QO2129.The horizontal coordinates were established by differentially corrected
 QO2129.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2129.
 QO2129.The orthometric height was determined by differential leveling and
 QO2129.adjusted in June 1991.
 QO2129
 QO2129.Photographs are available for this station.
 QO2129
 QO2129.The dynamic height is computed by dividing the NAVD 88
 QO2129.geopotential number by the normal gravity value computed on the
 QO2129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2129.degrees latitude (g = 980.6199 gals.).
 QO2129
 QO2129.The modeled gravity was interpolated from observed gravity values.
 QO2129
 QO2129;                    North         East    Units  Estimated Accuracy
 QO2129;SPC MN S     -   334,993.5     859,598.1     MT  (+/- 3 meters HH1 GPS) 
 QO2129
 QO2129                          SUPERSEDED SURVEY CONTROL
 QO2129
 QO2129.No superseded survey control is available for this station.
 QO2129
 QO2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8091595465(NAD 83)
 QO2129
 QO2129_MARKER: DV = VERTICAL CONTROL DISK
 QO2129_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2129_SP_SET: BRIDGE ABUTMENT
 QO2129_STAMPING: 0207 C 1980
 QO2129_MARK LOGO: MNDT  
 QO2129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2129+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 QO2129
 QO2129  HISTORY     - Date     Condition        Report By
 QO2129  HISTORY     - 1979     MONUMENTED       MNDT
 QO2129  HISTORY     - 20061209 GOOD             USPSQD
 QO2129
 QO2129                          STATION DESCRIPTION
 QO2129
 QO2129'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2129'IN SPRING LAKE PARK.
 QO2129'THE MARK IS LOCATED IN THE TOWN OF SPRING LAKE PARK, 0.6 MILE SOUTH
 QO2129'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10, IN
 QO2129'THE SW 1/4 OF SECTION 1, T30N, R24W.  THE MARK, A STANDARD MNDT BENCH
 QO2129'MARK DISK STAMPED---0207 C 1980---, IS SET IN THE EAST END OF THE
 QO2129'BOTTOM STEP OF THE EAST LANDING OF PEDESTRIAN BRIDGE NUMBER 02022
 QO2129'(NEAR SPRING LAKE PARK HIGH SCHOOL) IN THE SOUTHEAST CORNER OF TRUNK
 QO2129'HIGHWAY 65 AND 80TH AVENUE NORTHEAST.
 QO2129
 QO2129                          STATION RECOVERY (2006)
 QO2129
 QO2129'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2128 ***********************************************************************
 QO2128  DESIGNATION -  0207 D
 QO2128  PID         -  QO2128
 QO2128  STATE/COUNTY-  MN/ANOKA
 QO2128  COUNTRY     -  US
 QO2128  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2128
 QO2128                         *CURRENT SURVEY CONTROL
 QO2128  ______________________________________________________________________
 QO2128* NAD 83(1986) POSITION- 45 06 30.29   (N) 093 14 38.92   (W)   HD_HELD1  
 QO2128* NAVD 88 ORTHO HEIGHT -   275.407  (meters)     903.56  (feet) ADJUSTED  
 QO2128  ______________________________________________________________________
 QO2128  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 QO2128  DYNAMIC HEIGHT  -        275.403 (meters)      903.55  (feet) COMP
 QO2128  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 QO2128
 QO2128  VERT ORDER      -  SECOND    CLASS II
 QO2128
 QO2128.The horizontal coordinates were established by differentially corrected
 QO2128.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2128.
 QO2128.The orthometric height was determined by differential leveling and
 QO2128.adjusted in June 1991.
 QO2128
 QO2128.Photographs are available for this station.
 QO2128
 QO2128.The dynamic height is computed by dividing the NAVD 88
 QO2128.geopotential number by the normal gravity value computed on the
 QO2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2128.degrees latitude (g = 980.6199 gals.).
 QO2128
 QO2128.The modeled gravity was interpolated from observed gravity values.
 QO2128
 QO2128;                    North         East    Units  Estimated Accuracy
 QO2128;SPC MN S     -   334,549.8     859,482.2     MT  (+/- 3 meters HH1 GPS) 
 QO2128
 QO2128                          SUPERSEDED SURVEY CONTROL
 QO2128
 QO2128.No superseded survey control is available for this station.
 QO2128
 QO2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8079495022(NAD 83)
 QO2128
 QO2128_MARKER: DV = VERTICAL CONTROL DISK
 QO2128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2128_SP_SET: COPPER-CLAD STEEL ROD
 QO2128_STAMPING: 0207 D 1980
 QO2128_MARK LOGO: MNDT  
 QO2128_PROJECTION: FLUSH
 QO2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2128+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 QO2128
 QO2128  HISTORY     - Date     Condition        Report By
 QO2128  HISTORY     - 1979     MONUMENTED       MNDT
 QO2128  HISTORY     - 20051113 GOOD             USPSQD
 QO2128  HISTORY     - 20061209 MARK NOT FOUND   USPSQD
 QO2128
 QO2128                          STATION DESCRIPTION
 QO2128
 QO2128'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2128'IN FRIDLEY.
 QO2128'THE MARK IS LOCATED IN THE TOWN OF FRIDLEY, 0.9 MILE SOUTH ALONG
 QO2128'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10, IN THE SW
 QO2128'1/4 OF SECTION 1, T30N, R24W.  THE MARK IS ABOUT 175 FEET NORTH OF
 QO2128'THE CENTERLINE OF OSBORNE ROAD, 72 FEET WEST OF THE CENTERLINE OF
 QO2128'TRUNK HIGHWAY 65 SOUTHBOUND, AND 44 FEET SOUTHWEST OF THE NORTHEAST
 QO2128'CORNER OF A ONE STORY BLOCK RESTAURANT (SAMBOS).  THE MARK, A
 QO2128'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0207 D 1980---, IS
 QO2128'SET ON TOP OF 33 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD DRIVEN TO
 QO2128'REFUSAL, 3.0 FEET EAST OF A STEEL WITNESS POST, AND SET FLUSH WITH
 QO2128'THE GROUND.
 QO2128
 QO2128                          STATION RECOVERY (2005)
 QO2128
 QO2128'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2128'RECOVERED IN GOOD CONDITION.
 QO2128
 QO2128                          STATION RECOVERY (2006)
 QO2128
 QO2128'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2128'MARK NOT FOUND. WITNESS POST MISSING. RESTAURANT NOW MULTI CENTER
 QO2128'PHYSICAL THERAPY. JRD, SPSPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2127 ***********************************************************************
 QO2127  DESIGNATION -  0207 E
 QO2127  PID         -  QO2127
 QO2127  STATE/COUNTY-  MN/ANOKA
 QO2127  COUNTRY     -  US
 QO2127  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2127
 QO2127                         *CURRENT SURVEY CONTROL
 QO2127  ______________________________________________________________________
 QO2127* NAD 83(1986) POSITION- 45 06 03.83   (N) 093 14 38.68   (W)   HD_HELD1  
 QO2127* NAVD 88 ORTHO HEIGHT -   270.374  (meters)     887.05  (feet) ADJUSTED  
 QO2127  ______________________________________________________________________
 QO2127  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 QO2127  DYNAMIC HEIGHT  -        270.370 (meters)      887.04  (feet) COMP
 QO2127  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 QO2127
 QO2127  VERT ORDER      -  SECOND    CLASS II
 QO2127
 QO2127.The horizontal coordinates were established by differentially corrected
 QO2127.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2127.
 QO2127.The orthometric height was determined by differential leveling and
 QO2127.adjusted in June 1991.
 QO2127
 QO2127.Photographs are available for this station.
 QO2127
 QO2127.The dynamic height is computed by dividing the NAVD 88
 QO2127.geopotential number by the normal gravity value computed on the
 QO2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2127.degrees latitude (g = 980.6199 gals.).
 QO2127
 QO2127.The modeled gravity was interpolated from observed gravity values.
 QO2127
 QO2127;                    North         East    Units  Estimated Accuracy
 QO2127;SPC MN S     -   333,733.0     859,495.0     MT  (+/- 3 meters HH1 GPS) 
 QO2127
 QO2127                          SUPERSEDED SURVEY CONTROL
 QO2127
 QO2127.No superseded survey control is available for this station.
 QO2127
 QO2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8079694206(NAD 83)
 QO2127
 QO2127_MARKER: DV = VERTICAL CONTROL DISK
 QO2127_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2127_SP_SET: COPPER-CLAD STEEL ROD
 QO2127_STAMPING: 0207 E 1980
 QO2127_MARK LOGO: MNDT  
 QO2127_PROJECTION: FLUSH
 QO2127_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2127+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 QO2127
 QO2127  HISTORY     - Date     Condition        Report By
 QO2127  HISTORY     - 1979     MONUMENTED       MNDT
 QO2127  HISTORY     - 20031115 GOOD             USPSQD
 QO2127  HISTORY     - 20051113 GOOD             USPSQD
 QO2127  HISTORY     - 20061209 GOOD             USPSQD
 QO2127
 QO2127                          STATION DESCRIPTION
 QO2127
 QO2127'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2127'IN FRIDLEY.
 QO2127'THE MARK IS LOCATED IN THE TOWN OF FRIDLEY, 1.4 MILES SOUTH ALONG
 QO2127'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10, IN THE NW
 QO2127'1/4 OF SECTION 12, T30N, R24W.  THE MARK IS ABOUT 175 FEET NORTH OF
 QO2127'THE CENTERLINE OF 73RD AVENUE, 64 FEET WEST OF THE CENTERLINE OF
 QO2127'TRUNK HIGHWAY 65 SOUTHBOUND, AND 6 FEET NORTH OF POWER POLE NUMBER
 QO2127'127.  THE MARK, A STANDARD MNDT VERTICAL CONTROL DISK STAMPED---0207
 QO2127'E 1980---, IS SET ON TOP OF 28 FEET OF COPPER-CLAD STEEL (MAGNETIC)
 QO2127'ROD DRIVEN TO REFUSAL, 1.0 FOOT EAST OF A STEEL WITNESS POST AND SET
 QO2127'FLUSH WITH THE GROUND.
 QO2127
 QO2127                          STATION RECOVERY (2003)
 QO2127
 QO2127'RECOVERY NOTE BY US POWER SQUADRON 2003 (JRD)
 QO2127'RECOVERED IN GOOD CONDITION AND AS DESCRIBED. SPSPS JRD AND MRT.
 QO2127
 QO2127                          STATION RECOVERY (2005)
 QO2127
 QO2127'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2127'RECOVERED IN GOOD CONDITION.
 QO2127
 QO2127                          STATION RECOVERY (2006)
 QO2127
 QO2127'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2124 ***********************************************************************
 QO2124  DESIGNATION -  0207 F
 QO2124  PID         -  QO2124
 QO2124  STATE/COUNTY-  MN/ANOKA
 QO2124  COUNTRY     -  US
 QO2124  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2124
 QO2124                         *CURRENT SURVEY CONTROL
 QO2124  ______________________________________________________________________
 QO2124* NAD 83(1986) POSITION- 45 04 20.82   (N) 093 14 46.79   (W)   HD_HELD1  
 QO2124* NAVD 88 ORTHO HEIGHT -   269.064  (meters)     882.75  (feet) ADJUSTED  
 QO2124  ______________________________________________________________________
 QO2124  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 QO2124  DYNAMIC HEIGHT  -        269.059 (meters)      882.74  (feet) COMP
 QO2124  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QO2124
 QO2124  VERT ORDER      -  SECOND    CLASS II
 QO2124
 QO2124.The horizontal coordinates were established by differentially corrected
 QO2124.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2124.
 QO2124.The orthometric height was determined by differential leveling and
 QO2124.adjusted in June 1991.
 QO2124
 QO2124.Photographs are available for this station.
 QO2124
 QO2124.The dynamic height is computed by dividing the NAVD 88
 QO2124.geopotential number by the normal gravity value computed on the
 QO2124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2124.degrees latitude (g = 980.6199 gals.).
 QO2124
 QO2124.The modeled gravity was interpolated from observed gravity values.
 QO2124
 QO2124;                    North         East    Units  Estimated Accuracy
 QO2124;SPC MN S     -   330,551.6     859,347.0     MT  (+/- 3 meters HH1 GPS) 
 QO2124
 QO2124                          SUPERSEDED SURVEY CONTROL
 QO2124
 QO2124.No superseded survey control is available for this station.
 QO2124
 QO2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8060991028(NAD 83)
 QO2124
 QO2124_MARKER: DV = VERTICAL CONTROL DISK
 QO2124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2124_SP_SET: CONCRETE FOOTING
 QO2124_STAMPING: 0207 F 1980
 QO2124_MARK LOGO: MNDT  
 QO2124_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2124+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 QO2124
 QO2124  HISTORY     - Date     Condition        Report By
 QO2124  HISTORY     - 1979     MONUMENTED       MNDT
 QO2124  HISTORY     - 20051113 GOOD             USPSQD
 QO2124  HISTORY     - 20061209 GOOD             USPSQD
 QO2124
 QO2124                          STATION DESCRIPTION
 QO2124
 QO2124'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2124'IN FRIDLEY.
 QO2124'THE MARK IS LOCATED IN THE TOWN OF FRIDLEY, 0.4 MILE NORTH ALONG
 QO2124'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694, IN
 QO2124'THE NW 1/4 OF SECTION 24, T30N, R24W.  THE MARK, A STANDARD MNDT
 QO2124'VERTICAL CONTROL MARK DISK STAMPED---0207 F 1980---, IS SET IN THE
 QO2124'TOP OF A CONCRETE BASE OF A FLAGPOLE AT MOORE LAKE BEACH AND PARK IN
 QO2124'THE NORTHEAST CORNER OF TRUNK HIGHWAY 65 AND CENTRAL AVENUE
 QO2124'NORTHEAST.
 QO2124
 QO2124                          STATION RECOVERY (2005)
 QO2124
 QO2124'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 QO2124'RECOVERED IN GOOD CONDITION.
 QO2124
 QO2124                          STATION RECOVERY (2006)
 QO2124
 QO2124'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2122 ***********************************************************************
 QO2122  DESIGNATION -  0207 G
 QO2122  PID         -  QO2122
 QO2122  STATE/COUNTY-  MN/ANOKA
 QO2122  COUNTRY     -  US
 QO2122  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2122
 QO2122                         *CURRENT SURVEY CONTROL
 QO2122  ______________________________________________________________________
 QO2122* NAD 83(1986) POSITION- 45 03 25.54   (N) 093 14 52.12   (W)   HD_HELD1  
 QO2122* NAVD 88 ORTHO HEIGHT -   280.852  (meters)     921.43  (feet) ADJUSTED  
 QO2122  ______________________________________________________________________
 QO2122  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2122  DYNAMIC HEIGHT  -        280.846 (meters)      921.41  (feet) COMP
 QO2122  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QO2122
 QO2122  VERT ORDER      -  SECOND    CLASS II
 QO2122
 QO2122.The horizontal coordinates were established by differentially corrected
 QO2122.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2122.
 QO2122.The orthometric height was determined by differential leveling and
 QO2122.adjusted in June 1991.
 QO2122
 QO2122.Photographs are available for this station.
 QO2122
 QO2122.The dynamic height is computed by dividing the NAVD 88
 QO2122.geopotential number by the normal gravity value computed on the
 QO2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2122.degrees latitude (g = 980.6199 gals.).
 QO2122
 QO2122.The modeled gravity was interpolated from observed gravity values.
 QO2122
 QO2122;                    North         East    Units  Estimated Accuracy
 QO2122;SPC MN S     -   328,844.2     859,246.1     MT  (+/- 3 meters HH1 GPS) 
 QO2122
 QO2122                          SUPERSEDED SURVEY CONTROL
 QO2122
 QO2122.No superseded survey control is available for this station.
 QO2122
 QO2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8048889322(NAD 83)
 QO2122
 QO2122_MARKER: DV = VERTICAL CONTROL DISK
 QO2122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2122_SP_SET: CONCRETE FOOTING
 QO2122_STAMPING: 0207 G 1980
 QO2122_MARK LOGO: MNDT  
 QO2122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2122+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 QO2122
 QO2122  HISTORY     - Date     Condition        Report By
 QO2122  HISTORY     - 1979     MONUMENTED       MNDT
 QO2122  HISTORY     - 20061209 GOOD             USPSQD
 QO2122
 QO2122                          STATION DESCRIPTION
 QO2122
 QO2122'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2122'IN COLUMBIA HEIGHTS.
 QO2122'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, 0.7 MILE SOUTH
 QO2122'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694,
 QO2122'AT THE INTERSECTION OF TRUNK HIGHWAY 64 (CENTRAL AVENUE) AND 49TH
 QO2122'AVENUE NORTHEAST, IN THE SE 1/4 OF SECTION 26, T30N, R24W.  THE MARK,
 QO2122'A STANDARD MNDT VERTICAL CONTROL DISK STAMPED---0207 G 1980---, IS
 QO2122'SET IN THE EAST END OF THE FOOTING AT THE WEST LANDING OF PEDESTRIAN
 QO2122'BRIDGE NUMBER 02021.
 QO2122
 QO2122                          STATION RECOVERY (2006)
 QO2122
 QO2122'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2121 ***********************************************************************
 QO2121  DESIGNATION -  0207 H
 QO2121  PID         -  QO2121
 QO2121  STATE/COUNTY-  MN/ANOKA
 QO2121  COUNTRY     -  US
 QO2121  USGS QUAD   -  NEW BRIGHTON (1993)
 QO2121
 QO2121                         *CURRENT SURVEY CONTROL
 QO2121  ______________________________________________________________________
 QO2121* NAD 83(1986) POSITION- 45 03 02.     (N) 093 14 52.     (W)   SCALED    
 QO2121* NAVD 88 ORTHO HEIGHT -   282.814  (meters)     927.87  (feet) ADJUSTED  
 QO2121  ______________________________________________________________________
 QO2121  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2121  DYNAMIC HEIGHT  -        282.808 (meters)      927.85  (feet) COMP
 QO2121  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QO2121
 QO2121  VERT ORDER      -  SECOND    CLASS II
 QO2121
 QO2121.The horizontal coordinates were scaled from a topographic map and have
 QO2121.an estimated accuracy of +/- 6 seconds.
 QO2121.
 QO2121.The orthometric height was determined by differential leveling and
 QO2121.adjusted in June 1991.
 QO2121
 QO2121.Photographs are available for this station.
 QO2121
 QO2121.The dynamic height is computed by dividing the NAVD 88
 QO2121.geopotential number by the normal gravity value computed on the
 QO2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2121.degrees latitude (g = 980.6199 gals.).
 QO2121
 QO2121.The modeled gravity was interpolated from observed gravity values.
 QO2121
 QO2121;                    North         East    Units  Estimated Accuracy
 QO2121;SPC MN S     -   328,120.      859,260.      MT  (+/- 180 meters Scaled)
 QO2121
 QO2121                          SUPERSEDED SURVEY CONTROL
 QO2121
 QO2121.No superseded survey control is available for this station.
 QO2121
 QO2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK804885(NAD 83)
 QO2121
 QO2121_MARKER: DB = BENCH MARK DISK
 QO2121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2121_SP_SET: CONCRETE FOOTING
 QO2121_STAMPING: 0207 H 1980
 QO2121_MARK LOGO: MNDT  
 QO2121_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2121+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2006
 QO2121
 QO2121  HISTORY     - Date     Condition        Report By
 QO2121  HISTORY     - 1979     MONUMENTED       MNDT
 QO2121  HISTORY     - 20061209 GOOD             USPSQD
 QO2121
 QO2121                          STATION DESCRIPTION
 QO2121
 QO2121'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2121'IN COLUMBIA HEIGHTS.
 QO2121'THE MARK IS LOCATED IN THE TOWN OF COLUMBIA HEIGHTS, 1.2 MILES SOUTH
 QO2121'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694,
 QO2121'IN THE NORTHWEST CORNER OF TRUNK HIGHWAY 65 (CENTRAL AVENUE) AND 45TH
 QO2121'AVENUE NORTHEAST, IN THE SE 1/4 OF SECTION 26, T30N, R24W.  THE MARK,
 QO2121'A STANDARD MNDT VERTICAL CONTROL DISK STAMPED---0207 H 1980---, IS
 QO2121'SET IN THE SOUTH SIDE OF THE CONCRETE FOOTING FOR THE WEST LEG OF A
 QO2121'COMMERCIAL SIGN (CENTRAL PLAZA).
 QO2121
 QO2121                          STATION RECOVERY (2006)
 QO2121
 QO2121'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRD)
 QO2121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0822 ***********************************************************************
 QO0822  DESIGNATION -  0208 AA
 QO0822  PID         -  QO0822
 QO0822  STATE/COUNTY-  MN/ANOKA
 QO0822  COUNTRY     -  US
 QO0822  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0822
 QO0822                         *CURRENT SURVEY CONTROL
 QO0822  ______________________________________________________________________
 QO0822* NAD 83(1986) POSITION- 45 20 57.0    (N) 093 14 14.5    (W)   HD_HELD2  
 QO0822* NAVD 88 ORTHO HEIGHT -   279.323  (meters)     916.41  (feet) ADJUSTED  
 QO0822  ______________________________________________________________________
 QO0822  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 QO0822  DYNAMIC HEIGHT  -        279.302 (meters)      916.34  (feet) COMP
 QO0822  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 QO0822
 QO0822  VERT ORDER      -  SECOND    CLASS I
 QO0822
 QO0822.The horizontal coordinates were established by autonomous hand held GPS
 QO0822.observations and have an estimated accuracy of +/- 10 meters.
 QO0822.
 QO0822.The orthometric height was determined by differential leveling and
 QO0822.adjusted in June 1991.
 QO0822
 QO0822.Photographs are available for this station.
 QO0822
 QO0822.The dynamic height is computed by dividing the NAVD 88
 QO0822.geopotential number by the normal gravity value computed on the
 QO0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0822.degrees latitude (g = 980.6199 gals.).
 QO0822
 QO0822.The modeled gravity was interpolated from observed gravity values.
 QO0822
 QO0822;                    North         East    Units  Estimated Accuracy
 QO0822;SPC MN S     -   361,310.      859,766.      MT  (+/- 10 meters HH2 GPS)
 QO0822
 QO0822                          SUPERSEDED SURVEY CONTROL
 QO0822
 QO0822  NGVD 29 (??/??/92)  279.253  (m)          916.18   (f) ADJ UNCH    2 0
 QO0822
 QO0822.Superseded values are not recommended for survey control.
 QO0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0822.See file dsdata.txt to determine how the superseded data were derived.
 QO0822
 QO0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8140621766(NAD 83)
 QO0822
 QO0822_MARKER: DB = BENCH MARK DISK
 QO0822_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0822_SP_SET: MONUMENT
 QO0822_STAMPING: 0208 AA 1969
 QO0822_MARK LOGO: MNHD  
 QO0822_PROJECTION: RECESSED 5 CENTIMETERS
 QO0822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0822+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2005
 QO0822
 QO0822  HISTORY     - Date     Condition        Report By
 QO0822  HISTORY     - 1969     MONUMENTED       MNHD
 QO0822  HISTORY     - 1977     GOOD             MNDT
 QO0822  HISTORY     - 20051231 GOOD             MNDT
 QO0822
 QO0822                          STATION DESCRIPTION
 QO0822
 QO0822'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0822'3.5 MI S FROM EAST BETHEL.
 QO0822'MARK IS LOCATED 3.5 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0822'ROAD 24 IN EAST BETHEL, 147 FEET NORTH OF TOWNSHIP ROAD 19 CENTERLINE,
 QO0822'94 FEET WEST OF TH 65 SOUTHBOUND CENTERLINE AND ABOUT 2 FEET HIGHER
 QO0822'THAN THE ROADWAY, 50 FEET EAST OF A 15 INCH ELM TREE, 16 FEET SOUTH OF
 QO0822'A TELEPHONE POLE, 11 FEET NORTH OF A ROW OF BUSHES (ARBIVITUS) 1 FOOT
 QO0822'EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT,
 QO0822'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 17, T 33N, R 23W.
 QO0822
 QO0822                          STATION RECOVERY (1977)
 QO0822
 QO0822'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0822'THE MARK WAS FOUND AS DESCRIBED, 4.3 MILES NORTH ALONG TRUNK HIGHWAY
 QO0822'65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18 IN
 QO0822'SODERVILLE AND 5.1 MILES SOUTH OF THE ANOKA ISANTI COUNTY LINE. IT IS
 QO0822'94.6 FT. WEST OF, AND 5 FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK
 QO0822'HIGHWAY 65 AT MILEPOINT 25.75, 142 FT. NORTH OF A DRIVEWAY WEST, 51
 QO0822'FT. EAST NORTHEAST OF A 30 INCH ELM TREE, 15.9 FT. SOUTH OF A
 QO0822'TELEPHONE POLE AND 12 FT. NORTH OF AN EAST WEST ROW OF ARBORVITAE
 QO0822'TREES. IT IS 1.0 FT. EAST OF A STEEL WITNESS POST.
 QO0822
 QO0822                          STATION RECOVERY (2005)
 QO0822
 QO0822'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QO0822'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST OF LINWOOD, 4.9 MI
 QO0822'(7.9 KM) NORTHWEST OF COON LAKE BEACH AND 3.1 MI (5.0 KM) NORTHEAST OF
 QO0822'CEDAR, 4.3 MI (6.9 KM) NORTH OF SODERVILLE, 4.3 MI (6.9 KM) NORTH
 QO0822'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 QO0822'COUNTY ROAD 18, 4.1 MI (6.6 KM) SOUTH OF ANOKA-ISANTI COUNTY LINE, AT
 QO0822'TRUNK HIGHWAY 65 MILE POINT 25.95,
 QO0822' 
 QO0822'94.6 FT (28.8 M) WEST OF SOUTH-BOUND TRUNK HIGHWAY 65, 150 FT (45.7 M)
 QO0822'NORTH OF 209TH AVENUE, 51 FT (15.5 M) EAST-NORTHEAST OF 30 INCH (76
 QO0822'CM) ELM TREE, 15.9 FT (4.8 M) SOUTH OF TELEPHONE POLE, 12 FT (3.7 M)
 QO0822'NORTH OF EAST-WEST ROW OF ARBORVITAE TREES, 1 FT (0.3 M) EAST OF STEEL
 QO0822'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1212 ***********************************************************************
 QO1212  DESIGNATION -  0208 AB
 QO1212  PID         -  QO1212
 QO1212  STATE/COUNTY-  MN/ANOKA
 QO1212  COUNTRY     -  US
 QO1212  USGS QUAD   -  ISANTI (1974)
 QO1212
 QO1212                         *CURRENT SURVEY CONTROL
 QO1212  ______________________________________________________________________
 QO1212* NAD 83(1986) POSITION- 45 24 31.75   (N) 093 14 04.66   (W)   HD_HELD1  
 QO1212* NAVD 88 ORTHO HEIGHT -   283.406  (meters)     929.81  (feet) ADJUSTED  
 QO1212  ______________________________________________________________________
 QO1212  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 QO1212  DYNAMIC HEIGHT  -        283.385 (meters)      929.74  (feet) COMP
 QO1212  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 QO1212
 QO1212  VERT ORDER      -  SECOND    CLASS I
 QO1212
 QO1212.The horizontal coordinates were established by differentially corrected
 QO1212.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1212.
 QO1212.The orthometric height was determined by differential leveling and
 QO1212.adjusted in June 1991.
 QO1212
 QO1212.Photographs are available for this station.
 QO1212
 QO1212.The dynamic height is computed by dividing the NAVD 88
 QO1212.geopotential number by the normal gravity value computed on the
 QO1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1212.degrees latitude (g = 980.6199 gals.).
 QO1212
 QO1212.The modeled gravity was interpolated from observed gravity values.
 QO1212
 QO1212;                    North         East    Units  Estimated Accuracy
 QO1212;SPC MN S     -   367,941.7     859,918.5     MT  (+/- 3 meters HH1 GPS) 
 QO1212
 QO1212                          SUPERSEDED SURVEY CONTROL
 QO1212
 QO1212.No superseded survey control is available for this station.
 QO1212
 QO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8163928393(NAD 83)
 QO1212
 QO1212_MARKER: DV = VERTICAL CONTROL DISK
 QO1212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1212_SP_SET: COPPER-CLAD STEEL ROD
 QO1212_STAMPING: 0208 AB 1977
 QO1212_MARK LOGO: MNDT  
 QO1212_PROJECTION: FLUSH
 QO1212_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1212_ROD/PIPE-DEPTH: 14.6 meters
 QO1212
 QO1212  HISTORY     - Date     Condition        Report By
 QO1212  HISTORY     - 1977     MONUMENTED       MNDT
 QO1212
 QO1212                          STATION DESCRIPTION
 QO1212
 QO1212'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1212'8.3 MI NORTH FROM SODERVILLE.
 QO1212'THE MARK IS LOCATED 8.3 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1212'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18 IN SODERVILLE AND 0.35
 QO1212'MILES SOUTH OF THE ANOKA ISANTI COUNTY LINE. IT IS ALSO 5.85 MILES
 QO1212'SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 QO1212'COUNTY ROAD 5 AT ISANTI, IN ISANTI COUNTY. IT IS 184.5 FT. NORTHEAST
 QO1212'OF NORTHBOUND TRUNK HIGHWAY 65 MILEPOST 30, 92.0 FT. EAST OF AND LEVEL
 QO1212'WITH THE CENTER OF NORTHBOUND TRUNK HIGHWAY 65 AND 3.2 FT. WEST OF
 QO1212'POWER POLE 029465. IT IS 1.0 FT. WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2144 ***********************************************************************
 QO2144  DESIGNATION -  0208 AC
 QO2144  PID         -  QO2144
 QO2144  STATE/COUNTY-  MN/ANOKA
 QO2144  COUNTRY     -  US
 QO2144  USGS QUAD   -  CIRCLE PINES (1993)
 QO2144
 QO2144                         *CURRENT SURVEY CONTROL
 QO2144  ______________________________________________________________________
 QO2144* NAD 83(1986) POSITION- 45 11 45.     (N) 093 14 06.     (W)   SCALED    
 QO2144* NAVD 88 ORTHO HEIGHT -   275.224  (meters)     902.96  (feet) ADJUSTED  
 QO2144  ______________________________________________________________________
 QO2144  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 QO2144  DYNAMIC HEIGHT  -        275.216 (meters)      902.94  (feet) COMP
 QO2144  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 QO2144
 QO2144  VERT ORDER      -  SECOND    CLASS II
 QO2144
 QO2144.The horizontal coordinates were scaled from a topographic map and have
 QO2144.an estimated accuracy of +/- 6 seconds.
 QO2144.
 QO2144.The orthometric height was determined by differential leveling and
 QO2144.adjusted in June 1991.
 QO2144
 QO2144.The dynamic height is computed by dividing the NAVD 88
 QO2144.geopotential number by the normal gravity value computed on the
 QO2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2144.degrees latitude (g = 980.6199 gals.).
 QO2144
 QO2144.The modeled gravity was interpolated from observed gravity values.
 QO2144
 QO2144;                    North         East    Units  Estimated Accuracy
 QO2144;SPC MN S     -   344,270.      860,110.      MT  (+/- 180 meters Scaled)
 QO2144
 QO2144                          SUPERSEDED SURVEY CONTROL
 QO2144
 QO2144.No superseded survey control is available for this station.
 QO2144
 QO2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815047(NAD 83)
 QO2144
 QO2144_MARKER: DB = BENCH MARK DISK
 QO2144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2144_SP_SET: METAL ROD WITH BASE PLATE
 QO2144_STAMPING: 0208 AC 1980
 QO2144_MARK LOGO: MNDT  
 QO2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2144+STABILITY: SURFACE MOTION
 QO2144
 QO2144  HISTORY     - Date     Condition        Report By
 QO2144  HISTORY     - 1980     MONUMENTED       MNDT
 QO2144
 QO2144                          STATION DESCRIPTION
 QO2144
 QO2144'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2144'IN BLAINE.
 QO2144'THE MARK IS LOCATED IN THE TOWN OF BLAINE, 0.1 MILE SOUTH ALONG TRUNK
 QO2144'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 242, IN THE NE 1/4 OF
 QO2144'SECTION 8, T31N, R23W.  THE MARK IS IN THE MEDIAN OF TRUNK HIGHWAY
 QO2144'65, 50 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 65 SOUTHBOUND, 47
 QO2144'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 65 NORTHBOUND.  THE
 QO2144'MARK, A STANDARD DISK STAMPED---0208 AC 1980---, IS SET ON THE TOP OF
 QO2144'AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL
 QO2144'SIGN BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6
 QO2144'INCH DIAMETER HOLE AND SET FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO2144'MARK IS 1 FOOT SOUTH OF A STEEL WITNESS POST, 3.5 FEET BELOW THE
 QO2144'LEVEL OF THE CENTERLINE OF TRUNK HIGHWAY 65 NORTHBOUND, AT MILEPOINT
 QO2144'15.4.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2145 ***********************************************************************
 QO2145  DESIGNATION -  0208 AD
 QO2145  PID         -  QO2145
 QO2145  STATE/COUNTY-  MN/ANOKA
 QO2145  COUNTRY     -  US
 QO2145  USGS QUAD   -  CIRCLE PINES (1993)
 QO2145
 QO2145                         *CURRENT SURVEY CONTROL
 QO2145  ______________________________________________________________________
 QO2145* NAD 83(1986) POSITION- 45 11 18.91   (N) 093 14 07.09   (W)   HD_HELD1  
 QO2145* NAVD 88 ORTHO HEIGHT -   274.321  (meters)     900.00  (feet) ADJUSTED  
 QO2145  ______________________________________________________________________
 QO2145  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO2145  DYNAMIC HEIGHT  -        274.314 (meters)      899.98  (feet) COMP
 QO2145  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 QO2145
 QO2145  VERT ORDER      -  SECOND    CLASS II
 QO2145
 QO2145.The horizontal coordinates were established by differentially corrected
 QO2145.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2145.
 QO2145.The orthometric height was determined by differential leveling and
 QO2145.adjusted in June 1991.
 QO2145
 QO2145.Photographs are available for this station.
 QO2145
 QO2145.The dynamic height is computed by dividing the NAVD 88
 QO2145.geopotential number by the normal gravity value computed on the
 QO2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2145.degrees latitude (g = 980.6199 gals.).
 QO2145
 QO2145.The modeled gravity was interpolated from observed gravity values.
 QO2145
 QO2145;                    North         East    Units  Estimated Accuracy
 QO2145;SPC MN S     -   343,465.6     860,094.6     MT  (+/- 3 meters HH1 GPS) 
 QO2145
 QO2145                          SUPERSEDED SURVEY CONTROL
 QO2145
 QO2145.No superseded survey control is available for this station.
 QO2145
 QO2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8151503927(NAD 83)
 QO2145
 QO2145_MARKER: DB = BENCH MARK DISK
 QO2145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2145_SP_SET: CONCRETE FOOTING
 QO2145_STAMPING: 0208 AD 1980
 QO2145_MARK LOGO: MNDT  
 QO2145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2145
 QO2145  HISTORY     - Date     Condition        Report By
 QO2145  HISTORY     - 1979     MONUMENTED       MNDT
 QO2145
 QO2145                          STATION DESCRIPTION
 QO2145
 QO2145'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2145'IN BLAINE.
 QO2145'THE MARK IS LOCATED IN THE TOWN OF BLAINE, 0.65 MILE SOUTH ALONG
 QO2145'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 242, IN THE SW
 QO2145'1/4 OF SECTION 8, T31N, R23W.  THE MARK IS 104 FEET WEST OF THE
 QO2145'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 65 AT MILEPOINT
 QO2145'14.85.  THE MARK, A STANDARD DISK STAMPED---0208 AD 1980---, IS SET
 QO2145'IN THE EAST CONCRETE BASE OF A COMMERCIAL SIGN FOR BLAINBROOK BOWL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0794 ***********************************************************************
 QO0794  DESIGNATION -  0208 B
 QO0794  PID         -  QO0794
 QO0794  STATE/COUNTY-  MN/ANOKA
 QO0794  COUNTRY     -  US
 QO0794  USGS QUAD   -  CIRCLE PINES (1993)
 QO0794
 QO0794                         *CURRENT SURVEY CONTROL
 QO0794  ______________________________________________________________________
 QO0794* NAD 83(1986) POSITION- 45 08 29.     (N) 093 14 06.     (W)   SCALED    
 QO0794* NAVD 88 ORTHO HEIGHT -   279.081  (meters)     915.62  (feet) ADJUSTED  
 QO0794  ______________________________________________________________________
 QO0794  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 QO0794  DYNAMIC HEIGHT  -        279.077 (meters)      915.61  (feet) COMP
 QO0794  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 QO0794
 QO0794  VERT ORDER      -  SECOND    CLASS 0
 QO0794
 QO0794.The horizontal coordinates were scaled from a topographic map and have
 QO0794.an estimated accuracy of +/- 6 seconds.
 QO0794.
 QO0794.The orthometric height was determined by differential leveling and
 QO0794.adjusted in June 1991.
 QO0794
 QO0794.The dynamic height is computed by dividing the NAVD 88
 QO0794.geopotential number by the normal gravity value computed on the
 QO0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0794.degrees latitude (g = 980.6199 gals.).
 QO0794
 QO0794.The modeled gravity was interpolated from observed gravity values.
 QO0794
 QO0794;                    North         East    Units  Estimated Accuracy
 QO0794;SPC MN S     -   338,220.      860,170.      MT  (+/- 180 meters Scaled)
 QO0794
 QO0794                          SUPERSEDED SURVEY CONTROL
 QO0794
 QO0794  NGVD 29 (??/??/92)  279.018  (m)          915.41   (f) ADJ UNCH    2 0
 QO0794
 QO0794.Superseded values are not recommended for survey control.
 QO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0794.See file dsdata.txt to determine how the superseded data were derived.
 QO0794
 QO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK815986(NAD 83)
 QO0794
 QO0794_MARKER: DD = SURVEY DISK
 QO0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0794_SP_SET: MONUMENT
 QO0794_STAMPING: 0208-B 1969
 QO0794_MARK LOGO: MNHD  
 QO0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0794
 QO0794  HISTORY     - Date     Condition        Report By
 QO0794  HISTORY     - 1969     MONUMENTED       MNDT
 QO0794  HISTORY     - 1987     GOOD             USPSQD
 QO0794
 QO0794                          STATION DESCRIPTION
 QO0794
 QO0794'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0794'IN BLAINE.
 QO0794'MARK IS LOCATED ABOUT 1.4 MILES NORTH OF THE JUNCTION OF TH 10 AND TH
 QO0794'65 IN THE VILLAGE OF BLAINE, 0.35 MILES NORTH OF 91ST AVENUE
 QO0794'NORTHEAST, 500 FEET NORTH OF A TH 65 CROSS-OVER, 110 FEET NORTH OF A
 QO0794'POWER POLE, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 1-STORY
 QO0794'FRAME HOUSE (NO. 9415), 74 FEET EAST OF TH 65 NORTHBOUND CENTERLINE
 QO0794'STATION 394 + 46, 20 FEET SOUTH-SOUTHEAST OF A 28 INCH BOX ELDER TREE,
 QO0794'1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 QO0794'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 29, T 31N, R 23W.
 QO0794
 QO0794                          STATION RECOVERY (1987)
 QO0794
 QO0794'RECOVERY NOTE BY US POWER SQUADRON 1987 (LC)
 QO0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0795 ***********************************************************************
 QO0795  DESIGNATION -  0208 C
 QO0795  PID         -  QO0795
 QO0795  STATE/COUNTY-  MN/ANOKA
 QO0795  COUNTRY     -  US
 QO0795  USGS QUAD   -  CIRCLE PINES (1993)
 QO0795
 QO0795                         *CURRENT SURVEY CONTROL
 QO0795  ______________________________________________________________________
 QO0795* NAD 83(1996) POSITION- 45 08 52.03783(N) 093 14 05.38804(W)   ADJUSTED  
 QO0795* NAVD 88 ORTHO HEIGHT -   277.431  (meters)     910.20  (feet) ADJUSTED  
 QO0795  ______________________________________________________________________
 QO0795  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC09
 QO0795  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0795  DYNAMIC HEIGHT  -        277.426 (meters)      910.19  (feet) COMP
 QO0795  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 QO0795
 QO0795  HORZ ORDER      -  SECOND
 QO0795  VERT ORDER      -  SECOND    CLASS 0
 QO0795
 QO0795.The horizontal coordinates were established by classical geodetic methods
 QO0795.and adjusted by the National Geodetic Survey in March 1999.
 QO0795.
 QO0795.The orthometric height was determined by differential leveling and
 QO0795.adjusted in June 1991.
 QO0795
 QO0795.Photographs are available for this station.
 QO0795
 QO0795.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0795
 QO0795.The dynamic height is computed by dividing the NAVD 88
 QO0795.geopotential number by the normal gravity value computed on the
 QO0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0795.degrees latitude (g = 980.6199 gals.).
 QO0795
 QO0795.The modeled gravity was interpolated from observed gravity values.
 QO0795
 QO0795. The following values were computed from the NAD 83(1996) position.
 QO0795
 QO0795;                    North         East     Units Scale Factor Converg.
 QO0795;SPC MN S     -   338,932.145   860,174.194   MT  0.99998568   +0 32 10.8
 QO0795;SPC MN S     - 1,111,979.88  2,822,088.17   sFT  0.99998568   +0 32 10.8
 QO0795;UTM  15      - 4,999,394.838   481,539.445   MT  0.99960419   -0 09 59.3
 QO0795
 QO0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0795!SPC MN S     -   0.99996080  x   0.99998568  =   0.99994648
 QO0795!UTM  15      -   0.99996080  x   0.99960419  =   0.99956501
 QO0795
 QO0795|---------------------------------------------------------------------|
 QO0795| PID    Reference Object                     Distance      Geod. Az  |
 QO0795|                                                           dddmmss.s |
 QO0795| QO1697 BLAINE                              149.710 METERS 00033     |
 QO0795| QO1699 BLAINE RM 2                         161.530 METERS 33337     |
 QO0795|---------------------------------------------------------------------|
 QO0795
 QO0795                          SUPERSEDED SURVEY CONTROL
 QO0795
 QO0795  NAD 83(1986)-  45 08 52.03307(N)    093 14 05.38215(W) AD(       ) 2
 QO0795  NAD 27      -  45 08 52.15687(N)    093 14 04.56883(W) AD(       ) 2
 QO0795  NAVD 88 (04/09/98)  277.43   (m)          910.2    (f) LEVELING    3  
 QO0795  NGVD 29 (??/??/92)  277.367  (m)          909.99   (f) ADJ UNCH    2 0
 QO0795
 QO0795.Superseded values are not recommended for survey control.
 QO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0795.See file dsdata.txt to determine how the superseded data were derived.
 QO0795
 QO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8153999394(NAD 83)
 QO0795
 QO0795_MARKER: DB = BENCH MARK DISK
 QO0795_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0795_SP_SET: MONUMENT
 QO0795_STAMPING: 0208 C 1969
 QO0795_MARK LOGO: MNHD  
 QO0795_PROJECTION: FLUSH
 QO0795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0795+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 QO0795
 QO0795  HISTORY     - Date     Condition        Report By
 QO0795  HISTORY     - 1969     MONUMENTED       MNHD
 QO0795  HISTORY     - 1974     GOOD             MNHD
 QO0795  HISTORY     - 1987     GOOD             USPSQD
 QO0795  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0795  HISTORY     - 19961101 GOOD             MNDT
 QO0795
 QO0795                          STATION DESCRIPTION
 QO0795
 QO0795'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0795'IN BLAINE.
 QO0795'MARK IS LOCATED ABOUT 2.0 MILES NORTH OF THE JUNCTION OF TH 10 AND TH
 QO0795'65 IN THE VILLAGE OF BLAINE, 0.1 MILES NORTH OF 97TH AVENUE NORTHEAST,
 QO0795'224 FEET NORTH OF A FENCE CORNER AT A METAL SHED, 67 FEET EAST OF TH
 QO0795'65 NORTHBOUND CENTERLINE STATION 420 + 40, 8 FEET WEST OF A FENCE POST
 QO0795'(RAILROAD TIE), 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0795'PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. NE 1/4
 QO0795'SECTION 29, T 31N, R 23W.
 QO0795
 QO0795                          STATION RECOVERY (1974)
 QO0795
 QO0795'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (OCO)
 QO0795'THE STATION IS LOCATED IN THE CITY OF BLAINE IN THE NORTHEAST
 QO0795'QUARTER OF SECTION 29, T31N, R23W ON THE EAST RIGHT-OF-WAY OF TRUNK
 QO0795'HIGHWAY 65 APPROXIMATELY 2.0 MILES NORTH OF THE JUNCTION OF TRUNK
 QO0795'HIGHWAY 65 AND TRUNK HIGHWAY 10.
 QO0795'
 QO0795'MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 0208-C 1969, IS SET IN
 QO0795'A 6 FOOT PRE-CAST CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 QO0795'SURFACE OF THE GROUND.  THE MARK IS 67.5 FEET EAST OF THE
 QO0795'CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 65, 8.3 FEET WEST OF A
 QO0795'FENCE, AND 1.0 FEET WEST OF A STEEL WITNESS POST.
 QO0795'
 QO0795'NEAREST TOWN--BLAINE.
 QO0795
 QO0795                          STATION RECOVERY (1987)
 QO0795
 QO0795'RECOVERY NOTE BY US POWER SQUADRON 1987 (LC)
 QO0795'RECOVERED IN GOOD CONDITION.
 QO0795
 QO0795                          STATION RECOVERY (1987)
 QO0795
 QO0795'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAB)
 QO0795'MARK NOT FOUND.
 QO0795
 QO0795                          STATION RECOVERY (1996)
 QO0795
 QO0795'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QO0795'RECOVERED BY MNDT 1985. THE STATION WAS RECOVERED IN GOOD CONDITION IN
 QO0795'THE CITY OF BLAINE, IN THE NE 1/4 OF SECTION 29, T31N, R23W, ON THE
 QO0795'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 65 ABOUT 2 MILES (3.2 KM) NORTH
 QO0795'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AT
 QO0795'SPRING LAKE PARK. THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QO0795'STAMPED---0208 C 1969---, IS SET IN THE TOP OF A 6 FOOT (1.8 M) LONG
 QO0795'PRECAST CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE
 QO0795'SURFACE OF THE GROUND.  THE MARK IS 67.5 FEET (20.6 M) EAST OF THE
 QO0795'CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 65, 8.3 FEET (2.5
 QO0795'M) WEST OF A FENCE, AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.
 QO0795'REINFORCING ROD IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC. THIS
 QO0795'STATION IS A REFERENCE MARK FOR STATION BLAINE MNDT. RECOVERED BY MNDT
 QO0795'1996. THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1207 ***********************************************************************
 QO1207  DESIGNATION -  0208 CC 1
 QO1207  PID         -  QO1207
 QO1207  STATE/COUNTY-  MN/ANOKA
 QO1207  COUNTRY     -  US
 QO1207  USGS QUAD   -  ISANTI (1974)
 QO1207
 QO1207                         *CURRENT SURVEY CONTROL
 QO1207  ______________________________________________________________________
 QO1207* NAD 83(1996) POSITION- 45 22 42.70636(N) 093 14 08.85899(W)   ADJUSTED  
 QO1207* NAVD 88 ORTHO HEIGHT -   275.563  (meters)     904.08  (feet) ADJUSTED  
 QO1207  ______________________________________________________________________
 QO1207  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC09
 QO1207  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 QO1207  DYNAMIC HEIGHT  -        275.542 (meters)      904.01  (feet) COMP
 QO1207  MODELED GRAVITY -    980,534.6   (mgal)                       NAVD 88
 QO1207
 QO1207  HORZ ORDER      -  SECOND
 QO1207  VERT ORDER      -  SECOND    CLASS I
 QO1207
 QO1207.The horizontal coordinates were established by classical geodetic methods
 QO1207.and adjusted by the National Geodetic Survey in March 1999.
 QO1207.
 QO1207.The orthometric height was determined by differential leveling and
 QO1207.adjusted in June 1991.
 QO1207
 QO1207.Photographs are available for this station.
 QO1207
 QO1207.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1207
 QO1207.The dynamic height is computed by dividing the NAVD 88
 QO1207.geopotential number by the normal gravity value computed on the
 QO1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1207.degrees latitude (g = 980.6199 gals.).
 QO1207
 QO1207.The modeled gravity was interpolated from observed gravity values.
 QO1207
 QO1207. The following values were computed from the NAD 83(1996) position.
 QO1207
 QO1207;                    North         East     Units Scale Factor Converg.
 QO1207;SPC MN S     -   364,574.475   859,858.633   MT  1.00003940   +0 32 08.4
 QO1207;SPC MN S     - 1,196,108.09  2,821,052.87   sFT  1.00003940   +0 32 08.4
 QO1207;UTM  15      - 5,025,028.672   481,538.587   MT  0.99960419   -0 10 04.2
 QO1207
 QO1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1207!SPC MN S     -   0.99996124  x   1.00003940  =   1.00000064
 QO1207!UTM  15      -   0.99996124  x   0.99960419  =   0.99956545
 QO1207
 QO1207                          SUPERSEDED SURVEY CONTROL
 QO1207
 QO1207  NAD 83(1986)-  45 22 42.70316(N)    093 14 08.85122(W) AD(       ) 2
 QO1207  NAD 27      -  45 22 42.83184(N)    093 14 08.02399(W) AD(       ) 2
 QO1207  NGVD 29 (07/19/86)  275.49   (m)          903.8    (f) LEVELING    3  
 QO1207
 QO1207.Superseded values are not recommended for survey control.
 QO1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1207.See file dsdata.txt to determine how the superseded data were derived.
 QO1207
 QO1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8153825028(NAD 83)
 QO1207
 QO1207_MARKER: DB = BENCH MARK DISK
 QO1207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1207_SP_SET: HEADWALL BOX CULVERT
 QO1207_STAMPING: 0208 CC 1 1975
 QO1207_MARK LOGO: MNHD  
 QO1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1207+STABILITY: SURFACE MOTION
 QO1207
 QO1207  HISTORY     - Date     Condition        Report By
 QO1207  HISTORY     - 1975     MONUMENTED       MNHD
 QO1207  HISTORY     - 1977     GOOD             MNDT
 QO1207  HISTORY     - 1980     GOOD             MNDT
 QO1207
 QO1207                          STATION DESCRIPTION
 QO1207
 QO1207'DESCRIBED BY MN HIGHWAY DEPT 1975 (OCO)
 QO1207'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 0208 CC 1, IS SET
 QO1207'IN THE SOUTHEAST CORNER OF THE HEADWALL OF A BOX CULVERT (BRIDGE
 QO1207'NUMBER 6752).  THE MARK IS 42.0 FEET EAST OF THE NORTH BOUND LANE
 QO1207'OF TRUNK HIGHWAY 65, 199.0 FEET SOUTH-SOUTHEAST OF MILE POST 28,
 QO1207'AND 110.0 FEET SOUTH-SOUTHWEST OF A POWER POLE.
 QO1207'
 QO1207'NEAREST TOWN--BETHEL.
 QO1207
 QO1207                          STATION RECOVERY (1977)
 QO1207
 QO1207'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO1207'6.3 MI NORTH FROM SODERVILLE.
 QO1207'THE MARK IS LOCATED 6.3 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1207'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18 IN SODERVILLE AND 2.5
 QO1207'MILES SOUTH OF THE ANOKA ISANTI COUNTY LINE. IT IS 42.5 FT. EAST OF,
 QO1207'AND 1 FT. LOWER THAN THE CENTER OF NORTHBOUND TRUNK HIGHWAY 65 AT
 QO1207'MILEPOINT 27.05. IT IS CEMENTED IN THE SOUTHEAST CORNER HEADWALL OF A
 QO1207'12 BY 22 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT CEDAR
 QO1207'CREEK.
 QO1207
 QO1207                          STATION RECOVERY (1980)
 QO1207
 QO1207'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (DKH)
 QO1207'THE STATION WAS RECOVERED IN GOOD CONDITION IN THE TOWN OF EAST
 QO1207'BETHEL, IN THE NW 1/4 OF SECTION 5, T33N, R23W, IN THE SOUTHEAST
 QO1207'CORNER OF A TRUNK HIGHWAY 65 BOX CULVERT AT THE CEDAR CREEK CROSSING,
 QO1207'ABOUT 2-1/2 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE ANOKA - ISANTI
 QO1207'COUNTYLINE.
 QO1207'
 QO1207'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QO1207'STAMPED---0208 CC 1 1975---, IS SET IN THE SOUTHEAST CORNER OF THE
 QO1207'HEADWALL OF A BOX CULVERT (TRUNK HIGHWAY 65 BRIDGE NUMBER 6752).  THE
 QO1207'MARK IS 42 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK
 QO1207'HIGHWAY 65 AND 199 FEET SOUTH-SOUTHEAST OF MILEPOST 28.
 QO1207'
 QO1207'THIS MARK WAS USED AS AN AZIMUTH SIGHT FOR STATION EWERS MNDT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0796 ***********************************************************************
 QO0796  DESIGNATION -  0208 D
 QO0796  PID         -  QO0796
 QO0796  STATE/COUNTY-  MN/ANOKA
 QO0796  COUNTRY     -  US
 QO0796  USGS QUAD   -  CIRCLE PINES (1993)
 QO0796
 QO0796                         *CURRENT SURVEY CONTROL
 QO0796  ______________________________________________________________________
 QO0796* NAD 83(1996) POSITION- 45 09 17.15298(N) 093 14 04.87754(W)   ADJUSTED  
 QO0796* NAVD 88 ORTHO HEIGHT -   275.541  (meters)     904.00  (feet) ADJUSTED  
 QO0796  ______________________________________________________________________
 QO0796  LAPLACE CORR    -          2.88  (seconds)                    DEFLEC09
 QO0796  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO0796  DYNAMIC HEIGHT  -        275.536 (meters)      903.99  (feet) COMP
 QO0796  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 QO0796
 QO0796  HORZ ORDER      -  SECOND
 QO0796  VERT ORDER      -  SECOND    CLASS 0
 QO0796
 QO0796.The horizontal coordinates were established by classical geodetic methods
 QO0796.and adjusted by the National Geodetic Survey in March 1999.
 QO0796.
 QO0796.The orthometric height was determined by differential leveling and
 QO0796.adjusted in June 1991.
 QO0796
 QO0796.Photographs are available for this station.
 QO0796
 QO0796.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0796
 QO0796.The dynamic height is computed by dividing the NAVD 88
 QO0796.geopotential number by the normal gravity value computed on the
 QO0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0796.degrees latitude (g = 980.6199 gals.).
 QO0796
 QO0796.The modeled gravity was interpolated from observed gravity values.
 QO0796
 QO0796. The following values were computed from the NAD 83(1996) position.
 QO0796
 QO0796;                    North         East     Units Scale Factor Converg.
 QO0796;SPC MN S     -   339,707.529   860,178.087   MT  0.99998706   +0 32 11.1
 QO0796;SPC MN S     - 1,114,523.78  2,822,100.94   sFT  0.99998706   +0 32 11.1
 QO0796;UTM  15      - 5,000,169.819   481,552.843   MT  0.99960418   -0 09 59.0
 QO0796
 QO0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0796!SPC MN S     -   0.99996110  x   0.99998706  =   0.99994817
 QO0796!UTM  15      -   0.99996110  x   0.99960418  =   0.99956530
 QO0796
 QO0796:                Primary Azimuth Mark                     Grid Az
 QO0796:SPC MN S     -  BLAINE RM 2                              186 57 13.8
 QO0796:UTM  15      -  BLAINE RM 2                              187 39 23.9
 QO0796
 QO0796|---------------------------------------------------------------------|
 QO0796| PID    Reference Object                     Distance      Geod. Az  |
 QO0796|                                                           dddmmss.s |
 QO0796| QO1699 BLAINE RM 2                         APPROX. 0.6 KM 1872924.9 |
 QO0796|---------------------------------------------------------------------|
 QO0796
 QO0796                          SUPERSEDED SURVEY CONTROL
 QO0796
 QO0796  NAD 83(1986)-  45 09 17.14804(N)    093 14 04.87158(W) AD(       ) 2
 QO0796  NAD 27      -  45 09 17.27182(N)    093 14 04.05775(W) AD(       ) 2
 QO0796  NAVD 88 (04/09/98)  275.54   (m)          904.0    (f) LEVELING    3  
 QO0796  NGVD 29 (??/??/92)  275.476  (m)          903.79   (f) ADJ UNCH    2 0
 QO0796
 QO0796.Superseded values are not recommended for survey control.
 QO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0796.See file dsdata.txt to determine how the superseded data were derived.
 QO0796
 QO0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8155200169(NAD 83)
 QO0796
 QO0796_MARKER: DB = BENCH MARK DISK
 QO0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0796_SP_SET: MONUMENT
 QO0796_STAMPING: 0208 D 1969
 QO0796_MARK LOGO: MNHD  
 QO0796_PROJECTION: FLUSH
 QO0796_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0796+STABILITY: SURFACE MOTION
 QO0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0796+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1996
 QO0796
 QO0796  HISTORY     - Date     Condition        Report By
 QO0796  HISTORY     - 1969     MONUMENTED       MNHD
 QO0796  HISTORY     - 1974     GOOD             MNHD
 QO0796  HISTORY     - 19961101 GOOD             MNDT
 QO0796
 QO0796                          STATION DESCRIPTION
 QO0796
 QO0796'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0796'IN BLAINE.
 QO0796'MARK IS LOCATED 3.0 MILES SOUTH OF THE JUNCTION OF TH 242 AND TH 65
 QO0796'(JOHNSVILLE) IN THE VILLAGE OF BLAINE, 0.1 MILES NORTH OF A DRIVE-IN
 QO0796'THEATER ENTRANCE (65-HI) 105 FEET WEST-NORTHWEST OF THE NORTHWEST
 QO0796'CORNER OF BITUMINOUS PLANT OFFICE BUILDING (METAL), 76 FEET EAST OF TH
 QO0796'65 NORTHBOUND CENTERLINE STATION 445 + 83, 6 FEET NORTH OF A PROPERTY
 QO0796'LINE EXTENDED, 3 FEET WEST OF A FENCE LINE, 1 FOOT WEST OF A STEEL
 QO0796'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET 1 INCH BELOW
 QO0796'GROUND.  SE 1/4 SECTION 20, T 31N, R 23W.
 QO0796
 QO0796                          STATION RECOVERY (1974)
 QO0796
 QO0796'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (OCO)
 QO0796'THE MARK, A STANDARD MHD BENCH MARK DISK STAMPED 0208-D 1969, IS SET
 QO0796'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 QO0796'SURFACE OF THE GROUND.  THE MARK IS 0.1 MILE NORTH OF A DRIVE-IN
 QO0796'THEATER ENTRANCE (65-HI), 105 FEET WEST-NORTHWEST OF THE NORTHWEST
 QO0796'CORNER OF A METAL OFFICE BUILDING, 76 FEET EAST OF THE CENTERLINE
 QO0796'OF NORTHBOUND TRUNK HIGHWAY 65, AND 3 FEET WEST OF A FENCE LINE.
 QO0796'
 QO0796'NEAREST TOWN--BLAINE.
 QO0796'
 QO0796'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 QO0796
 QO0796                          STATION RECOVERY (1996)
 QO0796
 QO0796'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QO0796'RECOVERED BY MNDT 1985. THE STATION WAS RECOVERED IN GOOD CONDITION IN
 QO0796'THE CITY OF BLAINE, IN THE SE 1/4 OF SECTION 20, T31N, R23W, 3.0 MILES
 QO0796'(4.8 KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK
 QO0796'HIGHWAY 242 AT JOHNSVILLE, AND ABOUT 2-1/2 MILES NORTH ALONG TRUNK
 QO0796'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AT SPRING LAKE
 QO0796'PARK. THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0208
 QO0796'D 1969---, IS SET IN THE TOP OF A 6 FOOT (1.8 M) LONG PRECAST CONCRETE
 QO0796'MONUMENT THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE
 QO0796'GROUND.  THE MARK IS 0.1 MILE (0.2 KM) NORTH OF THE ENTRANCE TO THE
 QO0796'65-HI DRIVE-IN THEATER, 105 FEET (32.0 M) WEST-NORTHWEST OF THE
 QO0796'NORTHWEST CORNER OF A METAL OFFICE BUILDING, 76 FEET (23.2 M) EAST OF
 QO0796'THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 65 AT ENGINEERS
 QO0796'STATION 445+83, 8.6 FEET (2.6 M) NORTHWEST OF A FENCE CORNER, 3 FEET
 QO0796'(0.9 M) WEST OF A FENCE LINE, AND 5.0 FEET (1.5 M) NORTH-NORTHWEST OF
 QO0796'A STEEL WITNESS POST. REINFORCING ROD IN THE CONCRETE MONUMENT MAKES
 QO0796'THE MARK MAGNETIC. THIS STATION IS AN AZIMUTH MARK FOR STATION BLAINE
 QO0796'MNDT. RECOVERED BY MNDT 1996. THE MARK WAS RECOVERED IN GOOD CONDITION
 QO0796'AS DESCRIBED IN 1985.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0797 ***********************************************************************
 QO0797  DESIGNATION -  0208 E
 QO0797  PID         -  QO0797
 QO0797  STATE/COUNTY-  MN/ANOKA
 QO0797  COUNTRY     -  US
 QO0797  USGS QUAD   -  CIRCLE PINES (1993)
 QO0797
 QO0797                         *CURRENT SURVEY CONTROL
 QO0797  ______________________________________________________________________
 QO0797* NAD 83(1986) POSITION- 45 09 36.41   (N) 093 14 04.74   (W)   HD_HELD1  
 QO0797* NAVD 88 ORTHO HEIGHT -   275.647  (meters)     904.35  (feet) ADJUSTED  
 QO0797  ______________________________________________________________________
 QO0797  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 QO0797  DYNAMIC HEIGHT  -        275.642 (meters)      904.34  (feet) COMP
 QO0797  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 QO0797
 QO0797  VERT ORDER      -  SECOND    CLASS 0
 QO0797
 QO0797.The horizontal coordinates were established by differentially corrected
 QO0797.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0797.
 QO0797.The orthometric height was determined by differential leveling and
 QO0797.adjusted in June 1991.
 QO0797
 QO0797.Photographs are available for this station.
 QO0797
 QO0797.The dynamic height is computed by dividing the NAVD 88
 QO0797.geopotential number by the normal gravity value computed on the
 QO0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0797.degrees latitude (g = 980.6199 gals.).
 QO0797
 QO0797.The modeled gravity was interpolated from observed gravity values.
 QO0797
 QO0797;                    North         East    Units  Estimated Accuracy
 QO0797;SPC MN S     -   340,302.0     860,175.5     MT  (+/- 3 meters HH1 GPS) 
 QO0797
 QO0797                          SUPERSEDED SURVEY CONTROL
 QO0797
 QO0797  NGVD 29 (??/??/92)  275.582  (m)          904.14   (f) ADJ UNCH    2 0
 QO0797
 QO0797.Superseded values are not recommended for survey control.
 QO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0797.See file dsdata.txt to determine how the superseded data were derived.
 QO0797
 QO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8155700764(NAD 83)
 QO0797
 QO0797_MARKER: DB = BENCH MARK DISK
 QO0797_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0797_SP_SET: MONUMENT
 QO0797_STAMPING: 0208 E 1969
 QO0797_MARK LOGO: MNHD  
 QO0797_PROJECTION: RECESSED 8 CENTIMETERS
 QO0797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0797
 QO0797  HISTORY     - Date     Condition        Report By
 QO0797  HISTORY     - 1969     MONUMENTED       MNHD
 QO0797
 QO0797                          STATION DESCRIPTION
 QO0797
 QO0797'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0797'IN BLAINE.
 QO0797'MARK IS LOCATED 2.5 MILES SOUTH OF THE JUNCTION OF TH 242 AND TH 65
 QO0797'(JOHNSVILLE), 72 FEET EAST OF TH 65 NORTHBOUND CENTERLINE STATION 467
 QO0797'+ 50, 53 FEET SOUTH OF COUNTY ROAD 37 (105TH AVENUE NORTHEAST), 40
 QO0797'FEET SOUTHEAST OF THE SOUTH END OF AN 18 INCH METAL CULVERT, 29 FEET
 QO0797'SOUTH OF A UTILITY POLE (LIGHT), 4 FEET WEST OF A FENCE CORNER
 QO0797'(RAILROAD TIE), IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, BURIED 1 INCH
 QO0797'BELOW GROUND.  SE 1/4 SECTION 20, T 31N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0798 ***********************************************************************
 QO0798  DESIGNATION -  0208 F
 QO0798  PID         -  QO0798
 QO0798  STATE/COUNTY-  MN/ANOKA
 QO0798  COUNTRY     -  US
 QO0798  USGS QUAD   -  CIRCLE PINES (1993)
 QO0798
 QO0798                         *CURRENT SURVEY CONTROL
 QO0798  ______________________________________________________________________
 QO0798* NAD 83(1986) POSITION- 45 10 05.     (N) 093 14 04.     (W)   SCALED    
 QO0798* NAVD 88 ORTHO HEIGHT -   275.371  (meters)     903.45  (feet) ADJUSTED  
 QO0798  ______________________________________________________________________
 QO0798  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 QO0798  DYNAMIC HEIGHT  -        275.366 (meters)      903.43  (feet) COMP
 QO0798  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO0798
 QO0798  VERT ORDER      -  SECOND    CLASS 0
 QO0798
 QO0798.The horizontal coordinates were scaled from a topographic map and have
 QO0798.an estimated accuracy of +/- 6 seconds.
 QO0798.
 QO0798.The orthometric height was determined by differential leveling and
 QO0798.adjusted in June 1991.
 QO0798
 QO0798.Photographs are available for this station.
 QO0798
 QO0798.The dynamic height is computed by dividing the NAVD 88
 QO0798.geopotential number by the normal gravity value computed on the
 QO0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0798.degrees latitude (g = 980.6199 gals.).
 QO0798
 QO0798.The modeled gravity was interpolated from observed gravity values.
 QO0798
 QO0798;                    North         East    Units  Estimated Accuracy
 QO0798;SPC MN S     -   341,190.      860,180.      MT  (+/- 180 meters Scaled)
 QO0798
 QO0798                          SUPERSEDED SURVEY CONTROL
 QO0798
 QO0798  NGVD 29 (??/??/92)  275.305  (m)          903.23   (f) ADJ UNCH    2 0
 QO0798
 QO0798.Superseded values are not recommended for survey control.
 QO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0798.See file dsdata.txt to determine how the superseded data were derived.
 QO0798
 QO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL815016(NAD 83)
 QO0798
 QO0798_MARKER: DB = BENCH MARK DISK
 QO0798_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0798_SP_SET: CONCRETE FOUNDATION
 QO0798_STAMPING: 0208 F 1969
 QO0798_MARK LOGO: MNHD  
 QO0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0798+STABILITY: SURFACE MOTION
 QO0798
 QO0798  HISTORY     - Date     Condition        Report By
 QO0798  HISTORY     - 1969     MONUMENTED       MNHD
 QO0798
 QO0798                          STATION DESCRIPTION
 QO0798
 QO0798'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0798'IN BLAINE.
 QO0798'MARK IS LOCATED 2.0 MILES SOUTH OF THE JUNCTION OF TH 242 AND TH 65
 QO0798'(JOHNSVILLE) IN THE VILLAGE OF BLAINE, IN THE SOUTHEAST QUADRANT OF TH
 QO0798'65 AND 109TH AVENUE NORTHEAST, IN THE CONCRETE BASE OF A HIGH TENSION
 QO0798'TRANSFORMER TOWER (SOUTHWEST LEG).  NE 1/4 SECTION 20, T 31N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0800 ***********************************************************************
 QO0800  DESIGNATION -  0208 G
 QO0800  PID         -  QO0800
 QO0800  STATE/COUNTY-  MN/ANOKA
 QO0800  COUNTRY     -  US
 QO0800  USGS QUAD   -  CIRCLE PINES (1993)
 QO0800
 QO0800                         *CURRENT SURVEY CONTROL
 QO0800  ______________________________________________________________________
 QO0800* NAD 83(1986) POSITION- 45 11 00.55   (N) 093 14 03.37   (W)   HD_HELD1  
 QO0800* NAVD 88 ORTHO HEIGHT -   276.693  (meters)     907.78  (feet) ADJUSTED  
 QO0800  ______________________________________________________________________
 QO0800  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 QO0800  DYNAMIC HEIGHT  -        276.686 (meters)      907.76  (feet) COMP
 QO0800  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 QO0800
 QO0800  VERT ORDER      -  SECOND    CLASS 0
 QO0800
 QO0800.The horizontal coordinates were established by differentially corrected
 QO0800.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0800.
 QO0800.The orthometric height was determined by differential leveling and
 QO0800.adjusted in June 1991.
 QO0800
 QO0800.Photographs are available for this station.
 QO0800
 QO0800.The dynamic height is computed by dividing the NAVD 88
 QO0800.geopotential number by the normal gravity value computed on the
 QO0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0800.degrees latitude (g = 980.6199 gals.).
 QO0800
 QO0800.The modeled gravity was interpolated from observed gravity values.
 QO0800
 QO0800;                    North         East    Units  Estimated Accuracy
 QO0800;SPC MN S     -   342,899.6     860,181.1     MT  (+/- 3 meters HH1 GPS) 
 QO0800
 QO0800                          SUPERSEDED SURVEY CONTROL
 QO0800
 QO0800  NGVD 29 (??/??/92)  276.626  (m)          907.56   (f) ADJ UNCH    2 0
 QO0800
 QO0800.Superseded values are not recommended for survey control.
 QO0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0800.See file dsdata.txt to determine how the superseded data were derived.
 QO0800
 QO0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8159503360(NAD 83)
 QO0800
 QO0800_MARKER: DB = BENCH MARK DISK
 QO0800_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0800_SP_SET: CONCRETE MONUMENT
 QO0800_STAMPING: 0208 G 1969
 QO0800_MARK LOGO: MNHD  
 QO0800_PROJECTION: RECESSED 3 CENTIMETERS
 QO0800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0800
 QO0800  HISTORY     - Date     Condition        Report By
 QO0800  HISTORY     - 1969     MONUMENTED       MNHD
 QO0800  HISTORY     - 1980     GOOD             MNDT
 QO0800
 QO0800                          STATION DESCRIPTION
 QO0800
 QO0800'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0800'IN BLAINE.
 QO0800'MARK IS LOCATED 1.0 MILES SOUTH OF THE JUNCTION OF TH 65 AND TH 242
 QO0800'(JOHNSVILLE), 93 FEET SOUTH OF A POWER POLE, 76 FEET EAST OF 117 TH
 QO0800'AVENUE NORTHEAST (CLOUD DRIVE), 64 FEET NORTHEAST OF THE JUNCTION
 QO0800'(CENTERLINES) OF TH 65 NORTHBOUND AND 117TH AVENUE NORTHEAST, 1 FOOT
 QO0800'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 QO0800'BURIED 1 INCH BELOW GROUND.  SE 1/4 SECTION 8, T 31N, R 23W.
 QO0800
 QO0800                          STATION RECOVERY (1980)
 QO0800
 QO0800'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0800'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0800'IN THE TOWN OF BLAINE, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM ITS
 QO0800'JUNCTION WITH TRUNK HIGHWAY 242, IN THE SE 1/4 OF SECTION 8, T31N,
 QO0800'R23W.  THE MARK IS IN THE NORTHEAST QUADRANT OF TRUNK HIGHWAY 65 AND
 QO0800'117TH AVENUE NORTHEAST, 93 FEET SOUTH OF A POWER POLE, 76 FEET EAST
 QO0800'OF THE CENTERLINE OF TRUNK HIGHWAY 65 NORTHBOUND, 57 FEET NORTH OF
 QO0800'THE CENTERLINE OF 117TH AVENUE NORTHEAST.  THE MARK, A STANDARD DISK
 QO0800'STAMPED---0208 G 1969---, IS SET IN THE TOP OF A 6 FOOT PRECAST
 QO0800'CONCRETE POST, 1 FOOT NORTH OF A STEEL WITNESS POST, BURIED 1 INCH.
 QO0800'STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0804 ***********************************************************************
 QO0804  DESIGNATION -  0208 J
 QO0804  PID         -  QO0804
 QO0804  STATE/COUNTY-  MN/ANOKA
 QO0804  COUNTRY     -  US
 QO0804  USGS QUAD   -  CIRCLE PINES (1993)
 QO0804
 QO0804                         *CURRENT SURVEY CONTROL
 QO0804  ______________________________________________________________________
 QO0804* NAD 83(1986) POSITION- 45 12 40.62   (N) 093 14 01.93   (W)   HD_HELD1  
 QO0804* NAVD 88 ORTHO HEIGHT -   276.945  (meters)     908.61  (feet) ADJUSTED  
 QO0804  ______________________________________________________________________
 QO0804  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 QO0804  DYNAMIC HEIGHT  -        276.936 (meters)      908.58  (feet) COMP
 QO0804  MODELED GRAVITY -    980,575.6   (mgal)                       NAVD 88
 QO0804
 QO0804  VERT ORDER      -  SECOND    CLASS 0
 QO0804
 QO0804.The horizontal coordinates were established by differentially corrected
 QO0804.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0804.
 QO0804.The orthometric height was determined by differential leveling and
 QO0804.adjusted in June 1991.
 QO0804
 QO0804.Photographs are available for this station.
 QO0804
 QO0804.The dynamic height is computed by dividing the NAVD 88
 QO0804.geopotential number by the normal gravity value computed on the
 QO0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0804.degrees latitude (g = 980.6199 gals.).
 QO0804
 QO0804.The modeled gravity was interpolated from observed gravity values.
 QO0804
 QO0804;                    North         East    Units  Estimated Accuracy
 QO0804;SPC MN S     -   345,989.0     860,183.6     MT  (+/- 3 meters HH1 GPS) 
 QO0804
 QO0804                          SUPERSEDED SURVEY CONTROL
 QO0804
 QO0804  NGVD 29 (??/??/92)  276.876  (m)          908.38   (f) ADJ UNCH    2 0
 QO0804
 QO0804.Superseded values are not recommended for survey control.
 QO0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0804.See file dsdata.txt to determine how the superseded data were derived.
 QO0804
 QO0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8163506448(NAD 83)
 QO0804
 QO0804_MARKER: DB = BENCH MARK DISK
 QO0804_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0804_SP_SET: MONUMENT
 QO0804_STAMPING: 0208 J 1969
 QO0804_MARK LOGO: MNHD  
 QO0804_PROJECTION: RECESSED 5 CENTIMETERS
 QO0804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0804
 QO0804  HISTORY     - Date     Condition        Report By
 QO0804  HISTORY     - 1969     MONUMENTED       MNHD
 QO0804
 QO0804                          STATION DESCRIPTION
 QO0804
 QO0804'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0804'5.3 MI S FROM SODERVILLE.
 QO0804'MARK IS LOCATED 5.3 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0804'ROAD 18 IN SODERVILLE, 0.9 MILES NORTH OF THE JUNCTION OF TH 65 AND TH
 QO0804'242 (JOHNSVILLE), 141 FEET NORTH OF THE CENTERLINE OF 132ND LANE
 QO0804'NORTHEAST, 111 FEET NORTH-NORTHEAST OF A CHISELED X IN THE EAST END OF
 QO0804'A 18 INCH CONCRETE CULVERT, 82 FEET EAST OF TH 65 NORTHBOUND
 QO0804'CENTERLINE, 32 FEET SOUTH OF A 15 INCH OAK TREE, 2 FEET WEST OF A
 QO0804'FENCE LINE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0804'CONCRETE MONUMENT, BURIED 2 INCHES BELOW GROUND.  NE 1/4 SECTION 5, T
 QO0804'31N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0805 ***********************************************************************
 QO0805  DESIGNATION -  0208 K
 QO0805  PID         -  QO0805
 QO0805  STATE/COUNTY-  MN/ANOKA
 QO0805  COUNTRY     -  US
 QO0805  USGS QUAD   -  CIRCLE PINES (1993)
 QO0805
 QO0805                         *CURRENT SURVEY CONTROL
 QO0805  ______________________________________________________________________
 QO0805* NAD 83(2007) POSITION- 45 13 04.82850(N) 093 14 02.32137(W)   ADJUSTED  
 QO0805* NAD 83(2007) ELLIP HT-   248.029 (meters)        (07/18/11)   ADJUSTED
 QO0805* NAD 83(2007) EPOCH   -  2002.00
 QO0805* NAVD 88 ORTHO HEIGHT -   275.751  (meters)     904.69  (feet) ADJUSTED  
 QO0805  ______________________________________________________________________
 QO0805  NAD 83(2007) X  -   -253,895.122 (meters)                     COMP
 QO0805  NAD 83(2007) Y  - -4,493,433.932 (meters)                     COMP
 QO0805  NAD 83(2007) Z  -  4,504,623.657 (meters)                     COMP
 QO0805  LAPLACE CORR    -          6.19  (seconds)                    DEFLEC09
 QO0805  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 QO0805  DYNAMIC HEIGHT  -        275.741 (meters)      904.66  (feet) COMP
 QO0805  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 QO0805
 QO0805  HORZ ORDER      -  FIRST
 QO0805  VERT ORDER      -  SECOND    CLASS 0
 QO0805  ELLP ORDER      -  SECOND    CLASS I
 QO0805
 QO0805.The horizontal coordinates were established by GPS observations
 QO0805.and adjusted by the MN DEPT OF TRANSP in July 2011.
 QO0805
 QO0805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO0805.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO0805
 QO0805.The horizontal coordinates are valid at the epoch date displayed above
 QO0805.which is a decimal equivalence of Year/Month/Day.
 QO0805
 QO0805.The orthometric height was determined by differential leveling and
 QO0805.adjusted in June 1991.
 QO0805
 QO0805.Photographs are available for this station.
 QO0805
 QO0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0805
 QO0805.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0805
 QO0805.The ellipsoidal height was determined by GPS observations
 QO0805.and is referenced to NAD 83.
 QO0805
 QO0805.The dynamic height is computed by dividing the NAVD 88
 QO0805.geopotential number by the normal gravity value computed on the
 QO0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0805.degrees latitude (g = 980.6199 gals.).
 QO0805
 QO0805.The modeled gravity was interpolated from observed gravity values.
 QO0805
 QO0805. The following values were computed from the NAD 83(2007) position.
 QO0805
 QO0805;                    North         East     Units Scale Factor Converg.
 QO0805;SPC MN S     -   346,736.258   860,168.054   MT  1.00000029   +0 32 12.9
 QO0805;SPC MN S     - 1,137,583.87  2,822,068.02   sFT  1.00000029   +0 32 12.9
 QO0805;UTM  15      - 5,007,195.405   481,629.008   MT  0.99960415   -0 09 57.9
 QO0805
 QO0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0805!SPC MN S     -   0.99996111  x   1.00000029  =   0.99996140
 QO0805!UTM  15      -   0.99996111  x   0.99960415  =   0.99956528
 QO0805
 QO0805                          SUPERSEDED SURVEY CONTROL
 QO0805
 QO0805  NAD 83(1996)-  45 13 04.82895(N)    093 14 02.32138(W) AD(       ) 3
 QO0805  NAD 83(1986)-  45 13 04.82323(N)    093 14 02.31669(W) AD(       ) 3
 QO0805  NAD 27      -  45 13 04.94839(N)    093 14 01.49736(W) AD(       ) 3
 QO0805  NAVD 88 (07/18/11)  275.75   (m)          904.7    (f) LEVELING    3  
 QO0805  NGVD 29 (??/??/92)  275.682  (m)          904.47   (f) ADJ UNCH    2 0
 QO0805
 QO0805.Superseded values are not recommended for survey control.
 QO0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0805.See file dsdata.txt to determine how the superseded data were derived.
 QO0805
 QO0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8162907195(NAD 83)
 QO0805
 QO0805_MARKER: DB = BENCH MARK DISK
 QO0805_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0805_SP_SET: MONUMENT
 QO0805_STAMPING: 0208 K 1969
 QO0805_MARK LOGO: MNHD  
 QO0805_PROJECTION: PROJECTING 15 CENTIMETERS
 QO0805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0805+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 QO0805
 QO0805  HISTORY     - Date     Condition        Report By
 QO0805  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0805  HISTORY     - 1975     GOOD             MNHD
 QO0805  HISTORY     - 20070807 GOOD             MNDT
 QO0805
 QO0805                          STATION DESCRIPTION
 QO0805
 QO0805'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0805'4.8 MI S FROM SODERVILLE.
 QO0805'MARK IS LOCATED 4.8 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0805'ROAD 18 IN SODERVILLE, 1.45 MILES NORTH OF THE JUNCTION OF TH 65 AND
 QO0805'TH 242 (JOHNSVILLE), 310 FEET SOUTH OF COUNTY ROAD 116 CENTERLINE, 98
 QO0805'FEET EAST OF TH 65 NORTHBOUND CENTERLINE, 2 FEET WEST OF A FENCE, 1
 QO0805'FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 QO0805'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 32, T 32N, R 23W.
 QO0805
 QO0805                          STATION RECOVERY (1975)
 QO0805
 QO0805'RECOVERY NOTE BY MN HIGHWAY DEPT 1975 (OCO)
 QO0805'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 0208 K 1969 IS SET
 QO0805'IN A 6 FOOT PRE-CAST MONUMENT THAT PROJECTS 0.6 FOOT ABOVE THE
 QO0805'SURFACE OF THE GROUND.  THE MARK IS 98.0 FEET EAST OF THE CENTERLINE
 QO0805'OF THE NORTH BOUND LANE OF TRUNK HIGHWAY 65, 74.5 FEET
 QO0805'NORTH-NORTHWEST OF A POWER POLE, 310 FEET SOUTH OF THE CENTERLINE
 QO0805'OF COUNTY ROAD 116, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 QO0805'
 QO0805'STEEL PLACED IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0805'
 QO0805'NEAREST TOWN--BLAINE.
 QO0805
 QO0805                          STATION RECOVERY (2007)
 QO0805
 QO0805'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QO0805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0805'THE MARK IS 4.0 MILES NORTH OF BLAINE, 310 FEET SOUTH OF JUNCTION OF
 QO0805'TRUNK HIGHWAY 65 AND COUNTY ROAD 116 (BUNKER LAKE BOULEVARD
 QO0805'NORTHEAST), 98.0 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 65, 22.3 FEET
 QO0805'SOUTH OF POWER POLE WITH LIGHT, 2.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0806 ***********************************************************************
 QO0806  DESIGNATION -  0208 L
 QO0806  PID         -  QO0806
 QO0806  STATE/COUNTY-  MN/ANOKA
 QO0806  COUNTRY     -  US
 QO0806  USGS QUAD   -  CIRCLE PINES (1993)
 QO0806
 QO0806                         *CURRENT SURVEY CONTROL
 QO0806  ______________________________________________________________________
 QO0806* NAD 83(1986) POSITION- 45 13 34.32   (N) 093 14 03.05   (W)   HD_HELD1  
 QO0806* NAVD 88 ORTHO HEIGHT -   272.264  (meters)     893.25  (feet) ADJUSTED  
 QO0806  ______________________________________________________________________
 QO0806  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 QO0806  DYNAMIC HEIGHT  -        272.253 (meters)      893.22  (feet) COMP
 QO0806  MODELED GRAVITY -    980,569.8   (mgal)                       NAVD 88
 QO0806
 QO0806  VERT ORDER      -  SECOND    CLASS 0
 QO0806
 QO0806.The horizontal coordinates were established by differentially corrected
 QO0806.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0806.
 QO0806.The orthometric height was determined by differential leveling and
 QO0806.adjusted in June 1991.
 QO0806
 QO0806.Photographs are available for this station.
 QO0806
 QO0806.The dynamic height is computed by dividing the NAVD 88
 QO0806.geopotential number by the normal gravity value computed on the
 QO0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0806.degrees latitude (g = 980.6199 gals.).
 QO0806
 QO0806.The modeled gravity was interpolated from observed gravity values.
 QO0806
 QO0806;                    North         East    Units  Estimated Accuracy
 QO0806;SPC MN S     -   347,646.5     860,143.6     MT  (+/- 3 meters HH1 GPS) 
 QO0806
 QO0806                          SUPERSEDED SURVEY CONTROL
 QO0806
 QO0806  NGVD 29 (??/??/92)  272.194  (m)          893.02   (f) ADJ UNCH    2 0
 QO0806
 QO0806.Superseded values are not recommended for survey control.
 QO0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0806.See file dsdata.txt to determine how the superseded data were derived.
 QO0806
 QO0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161508105(NAD 83)
 QO0806
 QO0806_MARKER: DD = SURVEY DISK
 QO0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0806_SP_SET: MONUMENT
 QO0806_STAMPING: 0208 L 1969
 QO0806_MARK LOGO: MNHD  
 QO0806_PROJECTION: FLUSH
 QO0806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0806+STABILITY: SURFACE MOTION
 QO0806
 QO0806  HISTORY     - Date     Condition        Report By
 QO0806  HISTORY     - 1969     MONUMENTED       MNHD
 QO0806
 QO0806                          STATION DESCRIPTION
 QO0806
 QO0806'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0806'4.3 MI S FROM SODERVILLE.
 QO0806'MARK IS LOCATED 4.3 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0806'ROAD 18 IN SODERVILLE, 2.0 MILES NORTH OF THE JUNCTION OF TH 65 AND TH
 QO0806'242 (JOHNSVILLE), 0.5 MILES NORTH OF COUNTY ROAD 116, 114 FEET
 QO0806'NORTHEAST OF A CHISELED X IN THE EAST END OF A CONCRETE CULVERT UNDER
 QO0806'NORTHBOUND TH 65, 102 FEET EAST OF TH 65 NORTHBOUND CENTERLINE, 67
 QO0806'FEET EAST OF THREE PUNCH MARKS IN THE NORTH END OF A METAL CULVERT
 QO0806'UNDER A PRIVATE ENTRANCE EAST, 39 FEET NORTH OF THE EXTENDED
 QO0806'CENTERLINE OF A CROSS-OVER BETWEEN TH 625 NORTHBOUND AND SOUTHBOUND
 QO0806'LANES, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 QO0806'CONCRETE MONUMENT, SET ABOUT 2 FEET HIGHER THAN THE ROADWAY AND BURIED
 QO0806'2 INCHES BELOW GROUND.  NE 1/4 SECTION 32, T 32N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0807 ***********************************************************************
 QO0807  DESIGNATION -  0208 M
 QO0807  PID         -  QO0807
 QO0807  STATE/COUNTY-  MN/ANOKA
 QO0807  COUNTRY     -  US
 QO0807  USGS QUAD   -  CIRCLE PINES (1993)
 QO0807
 QO0807                         *CURRENT SURVEY CONTROL
 QO0807  ______________________________________________________________________
 QO0807* NAD 83(1986) POSITION- 45 13 57.56   (N) 093 14 04.02   (W)   HD_HELD1  
 QO0807* NAVD 88 ORTHO HEIGHT -   271.348  (meters)     890.25  (feet) ADJUSTED  
 QO0807  ______________________________________________________________________
 QO0807  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 QO0807  DYNAMIC HEIGHT  -        271.337 (meters)      890.21  (feet) COMP
 QO0807  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 QO0807
 QO0807  VERT ORDER      -  SECOND    CLASS 0
 QO0807
 QO0807.The horizontal coordinates were established by differentially corrected
 QO0807.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0807.
 QO0807.The orthometric height was determined by differential leveling and
 QO0807.adjusted in June 1991.
 QO0807
 QO0807.Photographs are available for this station.
 QO0807
 QO0807.The dynamic height is computed by dividing the NAVD 88
 QO0807.geopotential number by the normal gravity value computed on the
 QO0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0807.degrees latitude (g = 980.6199 gals.).
 QO0807
 QO0807.The modeled gravity was interpolated from observed gravity values.
 QO0807
 QO0807;                    North         East    Units  Estimated Accuracy
 QO0807;SPC MN S     -   348,363.7     860,115.7     MT  (+/- 3 meters HH1 GPS) 
 QO0807
 QO0807                          SUPERSEDED SURVEY CONTROL
 QO0807
 QO0807  NGVD 29 (??/??/92)  271.279  (m)          890.02   (f) ADJ UNCH    2 0
 QO0807
 QO0807.Superseded values are not recommended for survey control.
 QO0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0807.See file dsdata.txt to determine how the superseded data were derived.
 QO0807
 QO0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8159608822(NAD 83)
 QO0807
 QO0807_MARKER: DB = BENCH MARK DISK
 QO0807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0807_SP_SET: BRIDGE ABUTMENT
 QO0807_STAMPING: 0208 M 1969
 QO0807_MARK LOGO: MNHD  
 QO0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0807
 QO0807  HISTORY     - Date     Condition        Report By
 QO0807  HISTORY     - 1969     MONUMENTED       MNHD
 QO0807
 QO0807                          STATION DESCRIPTION
 QO0807
 QO0807'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0807'3.8 MI S FROM SODERVILLE.
 QO0807'MARK IS LOCATED 3.8 MILES SOUTH OF THE JUNCTION OF THE 65 AND COUNTY
 QO0807'ROAD 18 IN SODERVILLE, 1.0 MILES NORTH OF COUNTY ROAD 116, 0.3 MILES
 QO0807'NORTH OF COUNTY ROAD 16, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9417,
 QO0807'TH 65 NORTHBOUND OVER COON CREEK.  SE 1/4 SECTION 29, T 32N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0808 ***********************************************************************
 QO0808  DESIGNATION -  0208 N
 QO0808  PID         -  QO0808
 QO0808  STATE/COUNTY-  MN/ANOKA
 QO0808  COUNTRY     -  US
 QO0808  USGS QUAD   -  CIRCLE PINES (1993)
 QO0808
 QO0808                         *CURRENT SURVEY CONTROL
 QO0808  ______________________________________________________________________
 QO0808* NAD 83(1986) POSITION- 45 13 57.81   (N) 093 14 05.39   (W)   HD_HELD1  
 QO0808* NAVD 88 ORTHO HEIGHT -   271.363  (meters)     890.30  (feet) ADJUSTED  
 QO0808  ______________________________________________________________________
 QO0808  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 QO0808  DYNAMIC HEIGHT  -        271.352 (meters)      890.26  (feet) COMP
 QO0808  MODELED GRAVITY -    980,567.5   (mgal)                       NAVD 88
 QO0808
 QO0808  VERT ORDER      -  SECOND    CLASS 0
 QO0808
 QO0808.The horizontal coordinates were established by differentially corrected
 QO0808.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0808.
 QO0808.The orthometric height was determined by differential leveling and
 QO0808.adjusted in June 1991.
 QO0808
 QO0808.Photographs are available for this station.
 QO0808
 QO0808.The dynamic height is computed by dividing the NAVD 88
 QO0808.geopotential number by the normal gravity value computed on the
 QO0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0808.degrees latitude (g = 980.6199 gals.).
 QO0808
 QO0808.The modeled gravity was interpolated from observed gravity values.
 QO0808
 QO0808;                    North         East    Units  Estimated Accuracy
 QO0808;SPC MN S     -   348,371.2     860,085.8     MT  (+/- 3 meters HH1 GPS) 
 QO0808
 QO0808                          SUPERSEDED SURVEY CONTROL
 QO0808
 QO0808  NGVD 29 (??/??/92)  271.294  (m)          890.07   (f) ADJ UNCH    2 0
 QO0808
 QO0808.Superseded values are not recommended for survey control.
 QO0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0808.See file dsdata.txt to determine how the superseded data were derived.
 QO0808
 QO0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156608830(NAD 83)
 QO0808
 QO0808_MARKER: DB = BENCH MARK DISK
 QO0808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0808_SP_SET: BRIDGE ABUTMENT
 QO0808_STAMPING: 0208 N 1969
 QO0808_MARK LOGO: MNHD  
 QO0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0808
 QO0808  HISTORY     - Date     Condition        Report By
 QO0808  HISTORY     - 1969     MONUMENTED       MNHD
 QO0808
 QO0808                          STATION DESCRIPTION
 QO0808
 QO0808'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0808'3.8 MI S FROM SODERVILLE.
 QO0808'MARK IS LOCATED 3.8 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0808'ROAD 18 IN SODERVILLE, 1.0 MILES NORTH OF COUNTY ROAD 116, 0.3 MILES
 QO0808'NORTH OF COUNTY ROAD 16, IN THE SOUTHEAST CORNER OF BRIDGE NO. 6817,
 QO0808'TH 65 SOUTHBOUND OVER COON CREEK.  SE 1/4 SECTION 29, T 32N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0809 ***********************************************************************
 QO0809  DESIGNATION -  0208 P
 QO0809  PID         -  QO0809
 QO0809  STATE/COUNTY-  MN/ANOKA
 QO0809  COUNTRY     -  US
 QO0809  USGS QUAD   -  CIRCLE PINES (1993)
 QO0809
 QO0809                         *CURRENT SURVEY CONTROL
 QO0809  ______________________________________________________________________
 QO0809* NAD 83(1986) POSITION- 45 14 24.61   (N) 093 14 03.46   (W)   HD_HELD1  
 QO0809* NAVD 88 ORTHO HEIGHT -   274.540  (meters)     900.72  (feet) ADJUSTED  
 QO0809  ______________________________________________________________________
 QO0809  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 QO0809  DYNAMIC HEIGHT  -        274.528 (meters)      900.68  (feet) COMP
 QO0809  MODELED GRAVITY -    980,565.2   (mgal)                       NAVD 88
 QO0809
 QO0809  VERT ORDER      -  SECOND    CLASS 0
 QO0809
 QO0809.The horizontal coordinates were established by differentially corrected
 QO0809.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0809.
 QO0809.The orthometric height was determined by differential leveling and
 QO0809.adjusted in June 1991.
 QO0809
 QO0809.Photographs are available for this station.
 QO0809
 QO0809.The dynamic height is computed by dividing the NAVD 88
 QO0809.geopotential number by the normal gravity value computed on the
 QO0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0809.degrees latitude (g = 980.6199 gals.).
 QO0809
 QO0809.The modeled gravity was interpolated from observed gravity values.
 QO0809
 QO0809;                    North         East    Units  Estimated Accuracy
 QO0809;SPC MN S     -   349,198.9     860,120.1     MT  (+/- 3 meters HH1 GPS) 
 QO0809
 QO0809                          SUPERSEDED SURVEY CONTROL
 QO0809
 QO0809  NGVD 29 (??/??/92)  274.470  (m)          900.49   (f) ADJ UNCH    2 0
 QO0809
 QO0809.Superseded values are not recommended for survey control.
 QO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0809.See file dsdata.txt to determine how the superseded data were derived.
 QO0809
 QO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8161109657(NAD 83)
 QO0809
 QO0809_MARKER: DB = BENCH MARK DISK
 QO0809_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0809_SP_SET: MONUMENT
 QO0809_STAMPING: 0208 P 1969
 QO0809_MARK LOGO: MNHD  
 QO0809_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0809
 QO0809  HISTORY     - Date     Condition        Report By
 QO0809  HISTORY     - 1969     MONUMENTED       MNHD
 QO0809
 QO0809                          STATION DESCRIPTION
 QO0809
 QO0809'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0809'3.3 MI S FROM SODERVILLE.
 QO0809'MARK IS LOCATED 3.3 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0809'ROAD 18 IN SODERVILLE, 0.25 MILES NORTH OF COUNTY ROAD 16, 65 FEET
 QO0809'EAST OF TH 65 NORTHBOUND CENTERLINE STATION 757 + 31, 1 FOOT WEST OF A
 QO0809'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH
 QO0809'WITH THE GROUND.  NE 1/4 SECTION 29, T 32N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0811 ***********************************************************************
 QO0811  DESIGNATION -  0208 R
 QO0811  PID         -  QO0811
 QO0811  STATE/COUNTY-  MN/ANOKA
 QO0811  COUNTRY     -  US
 QO0811  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0811
 QO0811                         *CURRENT SURVEY CONTROL
 QO0811  ______________________________________________________________________
 QO0811* NAD 83(2007) POSITION- 45 15 15.42028(N) 093 13 56.24635(W)   ADJUSTED  
 QO0811* NAD 83(2007) ELLIP HT-   248.962 (meters)        (07/18/11)   ADJUSTED
 QO0811* NAD 83(2007) EPOCH   -  2002.00
 QO0811* NAVD 88 ORTHO HEIGHT -   276.869  (meters)     908.36  (feet) ADJUSTED  
 QO0811  ______________________________________________________________________
 QO0811  NAD 83(2007) X  -   -253,601.413 (meters)                     COMP
 QO0811  NAD 83(2007) Y  - -4,490,584.060 (meters)                     COMP
 QO0811  NAD 83(2007) Z  -  4,507,463.377 (meters)                     COMP
 QO0811  LAPLACE CORR    -          6.10  (seconds)                    DEFLEC09
 QO0811  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 QO0811  DYNAMIC HEIGHT  -        276.856 (meters)      908.32  (feet) COMP
 QO0811  MODELED GRAVITY -    980,561.8   (mgal)                       NAVD 88
 QO0811
 QO0811  HORZ ORDER      -  FIRST
 QO0811  VERT ORDER      -  SECOND    CLASS 0
 QO0811  ELLP ORDER      -  SECOND    CLASS I
 QO0811
 QO0811.The horizontal coordinates were established by GPS observations
 QO0811.and adjusted by the MN DEPT OF TRANSP in July 2011.
 QO0811
 QO0811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO0811.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO0811
 QO0811.The horizontal coordinates are valid at the epoch date displayed above
 QO0811.which is a decimal equivalence of Year/Month/Day.
 QO0811
 QO0811.The orthometric height was determined by differential leveling and
 QO0811.adjusted in June 1991.
 QO0811
 QO0811.Photographs are available for this station.
 QO0811
 QO0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0811
 QO0811.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0811
 QO0811.The ellipsoidal height was determined by GPS observations
 QO0811.and is referenced to NAD 83.
 QO0811
 QO0811.The dynamic height is computed by dividing the NAVD 88
 QO0811.geopotential number by the normal gravity value computed on the
 QO0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0811.degrees latitude (g = 980.6199 gals.).
 QO0811
 QO0811.The modeled gravity was interpolated from observed gravity values.
 QO0811
 QO0811. The following values were computed from the NAD 83(2007) position.
 QO0811
 QO0811;                    North         East     Units Scale Factor Converg.
 QO0811;SPC MN S     -   350,768.869   860,262.734   MT  1.00000844   +0 32 17.2
 QO0811;SPC MN S     - 1,150,814.20  2,822,378.65   sFT  1.00000844   +0 32 17.2
 QO0811;UTM  15      - 5,011,224.938   481,773.105   MT  0.99960408   -0 09 53.9
 QO0811
 QO0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0811!SPC MN S     -   0.99996097  x   1.00000844  =   0.99996941
 QO0811!UTM  15      -   0.99996097  x   0.99960408  =   0.99956506
 QO0811
 QO0811                          SUPERSEDED SURVEY CONTROL
 QO0811
 QO0811  NAVD 88 (07/18/11)  276.87   (m)          908.4    (f) LEVELING    3  
 QO0811  NGVD 29 (??/??/92)  276.798  (m)          908.13   (f) ADJ UNCH    2 0
 QO0811
 QO0811.Superseded values are not recommended for survey control.
 QO0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0811.See file dsdata.txt to determine how the superseded data were derived.
 QO0811
 QO0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8177311224(NAD 83)
 QO0811
 QO0811_MARKER: DB = BENCH MARK DISK
 QO0811_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0811_SP_SET: MONUMENT
 QO0811_STAMPING: 0208 R 1969
 QO0811_MARK LOGO: MNHD  
 QO0811_PROJECTION: RECESSED 15 CENTIMETERS
 QO0811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0811+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 QO0811
 QO0811  HISTORY     - Date     Condition        Report By
 QO0811  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0811  HISTORY     - 20070807 GOOD             MNDT
 QO0811
 QO0811                          STATION DESCRIPTION
 QO0811
 QO0811'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0811'2.3 MI S FROM SODERVILLE.
 QO0811'MARK IS LOCATED 2.3 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0811'ROAD 18 IN SODERVILLE, 0.85 MILES SOUTH OF COUNTY ROAD 60, 69 FEET
 QO0811'EAST OF TH 65 NORTH BOUND CENTERLINE, 1 FOOT WEST OF A STEEL WITNESS
 QO0811'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 QO0811'GROUND.  NE 1/4 SECTION 20, T 32N, R 23W.
 QO0811
 QO0811                          STATION RECOVERY (2007)
 QO0811
 QO0811'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 QO0811'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0811'THE MARK IS IN HAM LAKE, 0.8 MILE SOUTH OF JUNCTION OF TRUNK HIGHWAY
 QO0811'65 AND COUNTY ROAD 60 (CONSTANCE BOULEVARD NORTHEAST), AT TRUNK
 QO0811'HIGHWAY 65 MILEPOINT 19.35, 0.1 MILE SOUTH OF 157TH AVENUE NORTHEAST,
 QO0811'0.85 MILE SOUTH OF COUNTY ROAD 60, 10.8 FEET WEST OF POWER POLE, 13.8
 QO0811'FEET WEST-SOUTHWEST OF UNDERGROUND CABLE PEDESTAL, 69 FEET EAST OF
 QO0811'NORTHBOUND TRUNK HIGHWAY 65, 10.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0812 ***********************************************************************
 QO0812  DESIGNATION -  0208 S
 QO0812  PID         -  QO0812
 QO0812  STATE/COUNTY-  MN/ANOKA
 QO0812  COUNTRY     -  US
 QO0812  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0812
 QO0812                         *CURRENT SURVEY CONTROL
 QO0812  ______________________________________________________________________
 QO0812* NAD 83(1986) POSITION- 45 15 41.     (N) 093 14 00.     (W)   SCALED    
 QO0812* NAVD 88 ORTHO HEIGHT -   276.919  (meters)     908.53  (feet) ADJUSTED  
 QO0812  ______________________________________________________________________
 QO0812  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 QO0812  DYNAMIC HEIGHT  -        276.906 (meters)      908.48  (feet) COMP
 QO0812  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 QO0812
 QO0812  VERT ORDER      -  SECOND    CLASS 0
 QO0812
 QO0812.The horizontal coordinates were scaled from a topographic map and have
 QO0812.an estimated accuracy of +/- 6 seconds.
 QO0812.
 QO0812.The orthometric height was determined by differential leveling and
 QO0812.adjusted in June 1991.
 QO0812
 QO0812.The dynamic height is computed by dividing the NAVD 88
 QO0812.geopotential number by the normal gravity value computed on the
 QO0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0812.degrees latitude (g = 980.6199 gals.).
 QO0812
 QO0812.The modeled gravity was interpolated from observed gravity values.
 QO0812
 QO0812;                    North         East    Units  Estimated Accuracy
 QO0812;SPC MN S     -   351,560.      860,170.      MT  (+/- 180 meters Scaled)
 QO0812
 QO0812                          SUPERSEDED SURVEY CONTROL
 QO0812
 QO0812  NGVD 29 (??/??/92)  276.848  (m)          908.29   (f) ADJ UNCH    2 0
 QO0812
 QO0812.Superseded values are not recommended for survey control.
 QO0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0812.See file dsdata.txt to determine how the superseded data were derived.
 QO0812
 QO0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL816120(NAD 83)
 QO0812
 QO0812_MARKER: DD = SURVEY DISK
 QO0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0812_SP_SET: MONUMENT
 QO0812_STAMPING: 0208-S 1969
 QO0812_MARK LOGO: MNHD  
 QO0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0812
 QO0812  HISTORY     - Date     Condition        Report By
 QO0812  HISTORY     - 1969     MONUMENTED       MNDT
 QO0812  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0812
 QO0812                          STATION DESCRIPTION
 QO0812
 QO0812'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0812'1.7 MI S FROM SODERVILLE.
 QO0812'MARK IS LOCATED 1.7 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0812'ROAD 18 IN SODERVILLE, 0.35 MILES SOUTH OF COUNTY ROAD 60, 84 FEET
 QO0812'WEST OF TH 65 SOUTH BOUND CENTERLINE, 1 FOOT EAST OF A STEEL WITNESS
 QO0812'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 QO0812'GROUND.  SW 1/4 SECTION 17, T 32N, R 23W.
 QO0812
 QO0812                          STATION RECOVERY (1987)
 QO0812
 QO0812'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAB)
 QO0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0813 ***********************************************************************
 QO0813  DESIGNATION -  0208 T
 QO0813  PID         -  QO0813
 QO0813  STATE/COUNTY-  MN/ANOKA
 QO0813  COUNTRY     -  US
 QO0813  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0813
 QO0813                         *CURRENT SURVEY CONTROL
 QO0813  ______________________________________________________________________
 QO0813* NAD 83(1986) POSITION- 45 15 59.1    (N) 093 14 03.0    (W)   HD_HELD2  
 QO0813* NAVD 88 ORTHO HEIGHT -   277.803  (meters)     911.43  (feet) ADJUSTED  
 QO0813  ______________________________________________________________________
 QO0813  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 QO0813  DYNAMIC HEIGHT  -        277.789 (meters)      911.38  (feet) COMP
 QO0813  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 QO0813
 QO0813  VERT ORDER      -  SECOND    CLASS I
 QO0813
 QO0813.The horizontal coordinates were established by autonomous hand held GPS
 QO0813.observations and have an estimated accuracy of +/- 10 meters.
 QO0813.
 QO0813.The orthometric height was determined by differential leveling and
 QO0813.adjusted in June 1991.
 QO0813
 QO0813.Photographs are available for this station.
 QO0813
 QO0813.The dynamic height is computed by dividing the NAVD 88
 QO0813.geopotential number by the normal gravity value computed on the
 QO0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0813.degrees latitude (g = 980.6199 gals.).
 QO0813
 QO0813.The modeled gravity was interpolated from observed gravity values.
 QO0813
 QO0813;                    North         East    Units  Estimated Accuracy
 QO0813;SPC MN S     -   352,116.      860,103.      MT  (+/- 10 meters HH2 GPS)
 QO0813
 QO0813                          SUPERSEDED SURVEY CONTROL
 QO0813
 QO0813  NGVD 29 (??/??/92)  277.732  (m)          911.19   (f) ADJ UNCH    2 0
 QO0813
 QO0813.Superseded values are not recommended for survey control.
 QO0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0813.See file dsdata.txt to determine how the superseded data were derived.
 QO0813
 QO0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8162912573(NAD 83)
 QO0813
 QO0813_MARKER: DB = BENCH MARK DISK
 QO0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0813_SP_SET: MONUMENT
 QO0813_STAMPING: 0208 T 1969
 QO0813_MARK LOGO: MNHD  
 QO0813_PROJECTION: RECESSED 8 CENTIMETERS
 QO0813_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0813+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 QO0813
 QO0813  HISTORY     - Date     Condition        Report By
 QO0813  HISTORY     - 1969     MONUMENTED       MNHD
 QO0813  HISTORY     - 20051027 GOOD             MNDT
 QO0813
 QO0813                          STATION DESCRIPTION
 QO0813
 QO0813'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0813'1.4 MI S FROM SODERVILLE.
 QO0813'MARK IS LOCATED 1.4 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0813'ROAD 18 IN SODERVILLE, 71 FEET NORTH OF COUNTY ROAD 60, 75 FEET EAST
 QO0813'OF TH 65 NORTH BOUND CENTERLINE, 1 FOOT WEST OF A STEEL WITNESS POST,
 QO0813'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH THE GROUND. NE
 QO0813'1/4 SECTION 17, T 32N, R 23W.
 QO0813
 QO0813                          STATION RECOVERY (2005)
 QO0813
 QO0813'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QO0813'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF LINWOOD, 4.8
 QO0813'MI (7.7 KM) SOUTHWEST OF COON LAKE BEACH AND 4.5 MI (7.2 KM) SOUTHEAST
 QO0813'OF CEDAR AT HAM LAKE, 1.4 MI (2.3 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO0813'HIGHWAY 65 AND COUNTY ROAD 18, 71 FT (21.6 M) NORTH OF COUNTY ROAD 60,
 QO0813'75 FT (22.9 M) EAST OF NORTHBOUND TRUNK HIGHWAY 65, AT TRUNK HIGHWAY
 QO0813'65 MILE POINT 20.2, 28 FT (8.5 M) NORTHWEST OF NORTHWEST BOLT ON
 QO0813'CONOCO SIGN, 46 FT (14.0 M) NORTHEAST OF NORTHEAST BOLT ON SIGNAL
 QO0813'LIGHT BASE IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 65
 QO0813'AND COUNTY ROAD 18
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0814 ***********************************************************************
 QO0814  DESIGNATION -  0208 U
 QO0814  PID         -  QO0814
 QO0814  STATE/COUNTY-  MN/ANOKA
 QO0814  COUNTRY     -  US
 QO0814  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0814
 QO0814                         *CURRENT SURVEY CONTROL
 QO0814  ______________________________________________________________________
 QO0814* NAD 83(1986) POSITION- 45 16 41.04   (N) 093 14 03.33   (W)   HD_HELD1  
 QO0814* NAVD 88 ORTHO HEIGHT -   278.216  (meters)     912.78  (feet) ADJUSTED  
 QO0814  ______________________________________________________________________
 QO0814  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 QO0814  DYNAMIC HEIGHT  -        278.201 (meters)      912.73  (feet) COMP
 QO0814  MODELED GRAVITY -    980,554.7   (mgal)                       NAVD 88
 QO0814
 QO0814  VERT ORDER      -  SECOND    CLASS I
 QO0814
 QO0814.The horizontal coordinates were established by differentially corrected
 QO0814.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0814.
 QO0814.The orthometric height was determined by differential leveling and
 QO0814.adjusted in June 1991.
 QO0814
 QO0814.Photographs are available for this station.
 QO0814
 QO0814.The dynamic height is computed by dividing the NAVD 88
 QO0814.geopotential number by the normal gravity value computed on the
 QO0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0814.degrees latitude (g = 980.6199 gals.).
 QO0814
 QO0814.The modeled gravity was interpolated from observed gravity values.
 QO0814
 QO0814;                    North         East    Units  Estimated Accuracy
 QO0814;SPC MN S     -   353,410.5     860,083.5     MT  (+/- 3 meters HH1 GPS) 
 QO0814
 QO0814                          SUPERSEDED SURVEY CONTROL
 QO0814
 QO0814  NGVD 29 (??/??/92)  278.144  (m)          912.54   (f) ADJ UNCH    2 0
 QO0814
 QO0814.Superseded values are not recommended for survey control.
 QO0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0814.See file dsdata.txt to determine how the superseded data were derived.
 QO0814
 QO0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8162613867(NAD 83)
 QO0814
 QO0814_MARKER: DB = BENCH MARK DISK
 QO0814_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0814_SP_SET: MONUMENT
 QO0814_STAMPING: 0208 U 1969
 QO0814_MARK LOGO: MNHD  
 QO0814_PROJECTION: RECESSED 15 CENTIMETERS
 QO0814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0814+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 QO0814
 QO0814  HISTORY     - Date     Condition        Report By
 QO0814  HISTORY     - 1969     MONUMENTED       MNHD
 QO0814  HISTORY     - 20051027 GOOD             MNDT
 QO0814
 QO0814                          STATION DESCRIPTION
 QO0814
 QO0814'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0814'0.7 MI S FROM SODERVILLE.
 QO0814'MARK IS LOCATED 0.7 MILES SOUTH OF THE JUNCTION OF TH 65 AND COUNTY
 QO0814'ROAD 18 IN SODERVILLE, IN THE NORTHEAST QUADRANT OF TH 65 AND 169TH
 QO0814'AVENUE NORTHEAST, 65 FEET EAST OF TH 65 NORTH BOUND CENTERLINE, 54
 QO0814'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A METAL CULVERT UNDER A
 QO0814'PRIVATE ENTRANCE EAST, 46 FEET SOUTHWEST OF A POWER POLE, 1 FOOT WEST
 QO0814'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 QO0814'FLUSH WITH THE GROUND.  NE 1/4 SECTION 8, T 32N, R 23W.
 QO0814
 QO0814                          STATION RECOVERY (2005)
 QO0814
 QO0814'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QO0814'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF LINWOOD, 4.3
 QO0814'MI (6.9 KM) WEST-SOUTHWEST OF COON LAKE BEACH AND 3.8 MI (6.1 KM)
 QO0814'SOUTHEAST OF CEDAR AT HAM LAKE, 0.7 MI (1.1 KM) SOUTH OF THE JUNCTION
 QO0814'OF TRUNK HIGHWAY 65 AND COUNTY ROAD 18, IN NORTHEAST QUADRANT OF THE
 QO0814'JUNCTION OF TRUNK HIGHWAY 65 AND 169TH AVENUE NORTHEAST, 65 FT (19.8
 QO0814'M) EAST OF NORTHBOUND TRUNK HIGHWAY 65, AT TRUNK HIGHWAY MILE POINT
 QO0814'21.05, STRAIGHT OUT FROM GARAGE ATTACHED TO HOUSE NUMBER 16933, 48 FT
 QO0814'(14.6 M) SOUTH-SOUTHEAST OF SOUTH END OF METAL CULVERT UNDER ENTRANCE
 QO0814'EAST, 46 FT (14.0 M) SOUTHWEST OF POWER POLE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0815 ***********************************************************************
 QO0815  DESIGNATION -  0208 V
 QO0815  PID         -  QO0815
 QO0815  STATE/COUNTY-  MN/ANOKA
 QO0815  COUNTRY     -  US
 QO0815  USGS QUAD   -  COON LAKE BEACH (1993)
 QO0815
 QO0815                         *CURRENT SURVEY CONTROL
 QO0815  ______________________________________________________________________
 QO0815* NAD 83(1986) POSITION- 45 17 13.8    (N) 093 14 06.4    (W)   HD_HELD2  
 QO0815* NAVD 88 ORTHO HEIGHT -   277.232  (meters)     909.55  (feet) ADJUSTED  
 QO0815  ______________________________________________________________________
 QO0815  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 QO0815  DYNAMIC HEIGHT  -        277.216 (meters)      909.50  (feet) COMP
 QO0815  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 QO0815
 QO0815  VERT ORDER      -  SECOND    CLASS 0
 QO0815
 QO0815.The horizontal coordinates were established by autonomous hand held GPS
 QO0815.observations and have an estimated accuracy of +/- 10 meters.
 QO0815.
 QO0815.The orthometric height was determined by differential leveling and
 QO0815.adjusted in June 1991.
 QO0815
 QO0815.Photographs are available for this station.
 QO0815
 QO0815.The dynamic height is computed by dividing the NAVD 88
 QO0815.geopotential number by the normal gravity value computed on the
 QO0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0815.degrees latitude (g = 980.6199 gals.).
 QO0815
 QO0815.The modeled gravity was interpolated from observed gravity values.
 QO0815
 QO0815;                    North         East    Units  Estimated Accuracy
 QO0815;SPC MN S     -   354,421.      860,007.      MT  (+/- 10 meters HH2 GPS)
 QO0815
 QO0815                          SUPERSEDED SURVEY CONTROL
 QO0815
 QO0815  NGVD 29 (??/??/92)  277.160  (m)          909.32   (f) ADJ UNCH    2 0
 QO0815
 QO0815.Superseded values are not recommended for survey control.
 QO0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0815.See file dsdata.txt to determine how the superseded data were derived.
 QO0815
 QO0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156214878(NAD 83)
 QO0815
 QO0815_MARKER: DB = BENCH MARK DISK
 QO0815_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0815_SP_SET: MONUMENT
 QO0815_STAMPING: 0208 V 1969
 QO0815_MARK LOGO: MNHD  
 QO0815_PROJECTION: RECESSED 30 CENTIMETERS
 QO0815_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0815
 QO0815  HISTORY     - Date     Condition        Report By
 QO0815  HISTORY     - 1969     MONUMENTED       MNHD
 QO0815  HISTORY     - 1987     GOOD             USPSQD
 QO0815
 QO0815                          STATION DESCRIPTION
 QO0815
 QO0815'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0815'IN SODERVILLE.
 QO0815'MARK IS LOCATED AT SODERVILLE, 226 FEET SOUTH OF COUNTY ROAD 18, 136
 QO0815'FEET WEST OF TH 65 SOUTHBOUND CENTERLINE, 67 FEET WEST OF THE WEST
 QO0815'FRONTAGE ROAD CENTERLINE, NEAR THE SOUTHEAST CORNER OF A CEMETARY, 29
 QO0815'FEET SOUTH OF A PINE TREE, 6 FEET EAST OF A FENCE CORNER, 2 FEET NORTH
 QO0815'OF A FENCE LINE, 2 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0815'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND AT THE SOUTH EDGE
 QO0815'OF THE CEMETARY ENTRANCE.  SE 1/4 SECTION 5, T 32N, R 23W.
 QO0815
 QO0815                          STATION RECOVERY (1987)
 QO0815
 QO0815'RECOVERY NOTE BY US POWER SQUADRON 1987 (MAB)
 QO0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2134 ***********************************************************************
 QO2134  DESIGNATION -  0212 A
 QO2134  PID         -  QO2134
 QO2134  STATE/COUNTY-  MN/ANOKA
 QO2134  COUNTRY     -  US
 QO2134  USGS QUAD   -  COON RAPIDS (1993)
 QO2134
 QO2134                         *CURRENT SURVEY CONTROL
 QO2134  ______________________________________________________________________
 QO2134* NAD 83(1986) POSITION- 45 11 50.     (N) 093 19 44.     (W)   SCALED    
 QO2134* NAVD 88 ORTHO HEIGHT -   262.878  (meters)     862.46  (feet) ADJUSTED  
 QO2134  ______________________________________________________________________
 QO2134  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 QO2134  DYNAMIC HEIGHT  -        262.862 (meters)      862.41  (feet) COMP
 QO2134  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 QO2134
 QO2134  VERT ORDER      -  SECOND    CLASS II
 QO2134
 QO2134.The horizontal coordinates were scaled from a topographic map and have
 QO2134.an estimated accuracy of +/- 6 seconds.
 QO2134.
 QO2134.The orthometric height was determined by differential leveling and
 QO2134.adjusted in June 1991.
 QO2134
 QO2134.The dynamic height is computed by dividing the NAVD 88
 QO2134.geopotential number by the normal gravity value computed on the
 QO2134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2134.degrees latitude (g = 980.6199 gals.).
 QO2134
 QO2134.The modeled gravity was interpolated from observed gravity values.
 QO2134
 QO2134;                    North         East    Units  Estimated Accuracy
 QO2134;SPC MN S     -   344,360.      852,730.      MT  (+/- 180 meters Scaled)
 QO2134
 QO2134                          SUPERSEDED SURVEY CONTROL
 QO2134
 QO2134.No superseded survey control is available for this station.
 QO2134
 QO2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL741049(NAD 83)
 QO2134
 QO2134_MARKER: DB = BENCH MARK DISK
 QO2134_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2134_SP_SET: BRIDGE ABUTMENT
 QO2134_STAMPING: 0212 A 1980
 QO2134_MARK LOGO: MNDT  
 QO2134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2134
 QO2134  HISTORY     - Date     Condition        Report By
 QO2134  HISTORY     - 1980     MONUMENTED       MNDT
 QO2134  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2134
 QO2134                          STATION DESCRIPTION
 QO2134
 QO2134'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2134'IN COON RAPIDS.
 QO2134'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2134'SECTON 9, T31N, R24W, IN THE TRUNK HIGHWAY 242 BRIDGE OVER RICE
 QO2134'CREEK, 0.65 MILE EAST ALONG TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH
 QO2134'TRUNK HIGHWAY 10 IN COON RAPIDS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2134'CONTROL MONUMENT DISK STAMPED---0212 A 1980---, IS SET FLUSH IN THE
 QO2134'TOP OF THE SOUTHEAST CORNER ABUTMENT OF BRIDGE NUMBER 3656.  THE MARK
 QO2134'IS AT TRUNK HIGHWAY 242 MILEPOINT 3.1.
 QO2134
 QO2134                          STATION RECOVERY (2005)
 QO2134
 QO2134'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2134'THERE IS A NEW BRIDGE AND 6-LANE HIGHWAY WHERE THIS MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2130 ***********************************************************************
 QO2130  DESIGNATION -  0212 B
 QO2130  PID         -  QO2130
 QO2130  STATE/COUNTY-  MN/ANOKA
 QO2130  COUNTRY     -  US
 QO2130  USGS QUAD   -  ANOKA (1993)
 QO2130
 QO2130                         *CURRENT SURVEY CONTROL
 QO2130  ______________________________________________________________________
 QO2130* NAD 83(1986) POSITION- 45 11 52.52   (N) 093 22 54.64   (W)   HD_HELD1  
 QO2130* NAVD 88 ORTHO HEIGHT -   267.518  (meters)     877.68  (feet) ADJUSTED  
 QO2130  ______________________________________________________________________
 QO2130  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 QO2130  DYNAMIC HEIGHT  -        267.499 (meters)      877.62  (feet) COMP
 QO2130  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 QO2130
 QO2130  VERT ORDER      -  SECOND    CLASS II
 QO2130
 QO2130.The horizontal coordinates were established by differentially corrected
 QO2130.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2130.
 QO2130.The orthometric height was determined by differential leveling and
 QO2130.adjusted in June 1991.
 QO2130
 QO2130.Photographs are available for this station.
 QO2130
 QO2130.The dynamic height is computed by dividing the NAVD 88
 QO2130.geopotential number by the normal gravity value computed on the
 QO2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2130.degrees latitude (g = 980.6199 gals.).
 QO2130
 QO2130.The modeled gravity was interpolated from observed gravity values.
 QO2130
 QO2130;                    North         East    Units  Estimated Accuracy
 QO2130;SPC MN S     -   344,405.8     848,570.9     MT  (+/- 3 meters HH1 GPS) 
 QO2130
 QO2130                          SUPERSEDED SURVEY CONTROL
 QO2130
 QO2130.No superseded survey control is available for this station.
 QO2130
 QO2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7000805008(NAD 83)
 QO2130
 QO2130_MARKER: DV = VERTICAL CONTROL DISK
 QO2130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2130_SP_SET: METAL ROD WITH BASE PLATE
 QO2130_STAMPING: 0212 B 1980
 QO2130_MARK LOGO: MNDT  
 QO2130_PROJECTION: PROJECTING 8 CENTIMETERS
 QO2130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2130+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO2130
 QO2130  HISTORY     - Date     Condition        Report By
 QO2130  HISTORY     - 1979     MONUMENTED       MNDT
 QO2130  HISTORY     - 20051112 GOOD             USPSQD
 QO2130
 QO2130                          STATION DESCRIPTION
 QO2130
 QO2130'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2130'IN ANOKA.
 QO2130'THE MARK IS LOCATED IN THE TOWN OF ANOKA, IN THE SW 1/4 OF SECTION 6,
 QO2130'T31N, R24W, BETWEEN NORTH 5TH AVENUE AND NORTH 6TH AVENUE, 0.6 MILE
 QO2130'EAST ALONG TRUNK HIGHWAY 242 (MAIN STREET) FROM ITS JUNCTION WITH
 QO2130'FERRY STREET IN ANOKA.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2130'MONUMENT DISK STAMPED---0212 B 1980---, IS SET ON THE TOP OF AN 8
 QO2130'FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN
 QO2130'BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2130'DIAMETER HOLE AND IS BURIED 1 INCH BELOW THE BITUMINOUS SURFACE.  THE
 QO2130'MARK IS 37 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 242, 82 FEET
 QO2130'SOUTHEAST OF THE SOUTHEAST CORNER OF A PAROCHIAL SCHOOL, AND 2 FEET
 QO2130'NORTH OF THE EAST GATE POST OF AN ENTRANCE TO A BITUMINOUS PARKING
 QO2130'LOT AND SCHOOL PLAYGROUND.
 QO2130
 QO2130                          STATION RECOVERY (2005)
 QO2130
 QO2130'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2131 ***********************************************************************
 QO2131  DESIGNATION -  0212 C
 QO2131  PID         -  QO2131
 QO2131  STATE/COUNTY-  MN/ANOKA
 QO2131  COUNTRY     -  US
 QO2131  USGS QUAD   -  COON RAPIDS (1993)
 QO2131
 QO2131                         *CURRENT SURVEY CONTROL
 QO2131  ______________________________________________________________________
 QO2131* NAD 83(1986) POSITION- 45 11 52.     (N) 093 22 20.     (W)   SCALED    
 QO2131* NAVD 88 ORTHO HEIGHT -   267.090  (meters)     876.28  (feet) ADJUSTED  
 QO2131  ______________________________________________________________________
 QO2131  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 QO2131  DYNAMIC HEIGHT  -        267.072 (meters)      876.22  (feet) COMP
 QO2131  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 QO2131
 QO2131  VERT ORDER      -  SECOND    CLASS II
 QO2131
 QO2131.The horizontal coordinates were scaled from a topographic map and have
 QO2131.an estimated accuracy of +/- 6 seconds.
 QO2131.
 QO2131.The orthometric height was determined by differential leveling and
 QO2131.adjusted in June 1991.
 QO2131
 QO2131.The dynamic height is computed by dividing the NAVD 88
 QO2131.geopotential number by the normal gravity value computed on the
 QO2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2131.degrees latitude (g = 980.6199 gals.).
 QO2131
 QO2131.The modeled gravity was interpolated from observed gravity values.
 QO2131
 QO2131;                    North         East    Units  Estimated Accuracy
 QO2131;SPC MN S     -   344,400.      849,330.      MT  (+/- 180 meters Scaled)
 QO2131
 QO2131                          SUPERSEDED SURVEY CONTROL
 QO2131
 QO2131.No superseded survey control is available for this station.
 QO2131
 QO2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL707049(NAD 83)
 QO2131
 QO2131_MARKER: DB = BENCH MARK DISK
 QO2131_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2131+WITH SETTING: INTO GROUND
 QO2131_SP_SET: METAL ROD WITH BASE PLATE
 QO2131_STAMPING: 0212 C 1980
 QO2131_MARK LOGO: MNDT  
 QO2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2131+STABILITY: SURFACE MOTION
 QO2131
 QO2131  HISTORY     - Date     Condition        Report By
 QO2131  HISTORY     - 1980     MONUMENTED       MNDT
 QO2131  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2131
 QO2131                          STATION DESCRIPTION
 QO2131
 QO2131'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2131'IN ANOKA.
 QO2131'THE MARK IS LOCATED IN THE TOWN OF ANOKA, IN THE SE 1/4 OF SECTION 6,
 QO2131'T31N, R24W, 1.5 MILES WEST ALONG TRUNK HIGHWAY 242 FROM ITS JUNCTION
 QO2131'WITH TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47 IN COON RAPIDS.  THE MARK,
 QO2131'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0212 C
 QO2131'1980---, IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC)
 QO2131'ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8
 QO2131'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH THE
 QO2131'SURFACE OF THE GROUND.  THE MARK IS 47 FEET NORTH OF THE CENTERLINE
 QO2131'OF TRUNK HIGHWAY 242, 51 FEET WEST OF THE CORNER OF A CHAIN LINK
 QO2131'FENCE, AND 3 FEET SOUTH OF THE CHAIN LINK FENCE.
 QO2131
 QO2131                          STATION RECOVERY (2005)
 QO2131
 QO2131'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2131'LOCATED THE WITNESS POST, NOT THE ACTUAL MARKER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2132 ***********************************************************************
 QO2132  DESIGNATION -  0212 D
 QO2132  PID         -  QO2132
 QO2132  STATE/COUNTY-  MN/ANOKA
 QO2132  COUNTRY     -  US
 QO2132  USGS QUAD   -  COON RAPIDS (1993)
 QO2132
 QO2132                         *CURRENT SURVEY CONTROL
 QO2132  ______________________________________________________________________
 QO2132* NAD 83(1986) POSITION- 45 11 52.     (N) 093 21 37.     (W)   SCALED    
 QO2132* NAVD 88 ORTHO HEIGHT -   264.365  (meters)     867.34  (feet) ADJUSTED  
 QO2132  ______________________________________________________________________
 QO2132  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 QO2132  DYNAMIC HEIGHT  -        264.348 (meters)      867.28  (feet) COMP
 QO2132  MODELED GRAVITY -    980,544.9   (mgal)                       NAVD 88
 QO2132
 QO2132  VERT ORDER      -  SECOND    CLASS II
 QO2132
 QO2132.The horizontal coordinates were scaled from a topographic map and have
 QO2132.an estimated accuracy of +/- 6 seconds.
 QO2132.
 QO2132.The orthometric height was determined by differential leveling and
 QO2132.adjusted in June 1991.
 QO2132
 QO2132.The dynamic height is computed by dividing the NAVD 88
 QO2132.geopotential number by the normal gravity value computed on the
 QO2132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2132.degrees latitude (g = 980.6199 gals.).
 QO2132
 QO2132.The modeled gravity was interpolated from observed gravity values.
 QO2132
 QO2132;                    North         East    Units  Estimated Accuracy
 QO2132;SPC MN S     -   344,400.      850,270.      MT  (+/- 180 meters Scaled)
 QO2132
 QO2132                          SUPERSEDED SURVEY CONTROL
 QO2132
 QO2132.No superseded survey control is available for this station.
 QO2132
 QO2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL717049(NAD 83)
 QO2132
 QO2132_MARKER: DB = BENCH MARK DISK
 QO2132_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2132_SP_SET: METAL ROD WITH BASE PLATE
 QO2132_STAMPING: 0212 D 1980
 QO2132_MARK LOGO: MNDT  
 QO2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2132+STABILITY: SURFACE MOTION
 QO2132
 QO2132  HISTORY     - Date     Condition        Report By
 QO2132  HISTORY     - 1980     MONUMENTED       MNDT
 QO2132  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2132
 QO2132                          STATION DESCRIPTION
 QO2132
 QO2132'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2132'IN ANOKA.
 QO2132'THE MARK IS LOCATED IN THE TOWN OF ANOKA, IN THE SW 1/4 OF SECTION 5,
 QO2132'T31N, R24W, ABOUT 35O FEET WEST OF THE BURLINGTON NORTHERN RAILROAD
 QO2132'TRACKS, 1.0 MILE WEST ALONG TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH
 QO2132'TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47 IN COON RAPIDS.  THE MARK, A
 QO2132'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0212 D
 QO2132'1980---, IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC)
 QO2132'ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8
 QO2132'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS BURIED 1 INCH
 QO2132'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 72 FEET NORTH OF THE
 QO2132'CENTERLINE OF TRUNK HIGHWAY 242, 171 FEET EAST OF THE CENTER OF THE
 QO2132'GATE IN THE CHAIN LINK FENCE, AND 3 FEET SOUTH OF THE CHAIN LINK
 QO2132'FENCE.
 QO2132
 QO2132                          STATION RECOVERY (2005)
 QO2132
 QO2132'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2132'THERE IS A BARB WIRE FENCE AND IT IS MARKED PRIVATE PROPERTY WHERE
 QO2132'THIS MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2133 ***********************************************************************
 QO2133  DESIGNATION -  0212 E
 QO2133  PID         -  QO2133
 QO2133  STATE/COUNTY-  MN/ANOKA
 QO2133  COUNTRY     -  US
 QO2133  USGS QUAD   -  COON RAPIDS (1993)
 QO2133
 QO2133                         *CURRENT SURVEY CONTROL
 QO2133  ______________________________________________________________________
 QO2133* NAD 83(1986) POSITION- 45 11 50.     (N) 093 21 02.     (W)   SCALED    
 QO2133* NAVD 88 ORTHO HEIGHT -   266.858  (meters)     875.52  (feet) ADJUSTED  
 QO2133  ______________________________________________________________________
 QO2133  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 QO2133  DYNAMIC HEIGHT  -        266.841 (meters)      875.46  (feet) COMP
 QO2133  MODELED GRAVITY -    980,547.0   (mgal)                       NAVD 88
 QO2133
 QO2133  VERT ORDER      -  SECOND    CLASS II
 QO2133
 QO2133.The horizontal coordinates were scaled from a topographic map and have
 QO2133.an estimated accuracy of +/- 6 seconds.
 QO2133.
 QO2133.The orthometric height was determined by differential leveling and
 QO2133.adjusted in June 1991.
 QO2133
 QO2133.The dynamic height is computed by dividing the NAVD 88
 QO2133.geopotential number by the normal gravity value computed on the
 QO2133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2133.degrees latitude (g = 980.6199 gals.).
 QO2133
 QO2133.The modeled gravity was interpolated from observed gravity values.
 QO2133
 QO2133;                    North         East    Units  Estimated Accuracy
 QO2133;SPC MN S     -   344,350.      851,030.      MT  (+/- 180 meters Scaled)
 QO2133
 QO2133                          SUPERSEDED SURVEY CONTROL
 QO2133
 QO2133.No superseded survey control is available for this station.
 QO2133
 QO2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL724049(NAD 83)
 QO2133
 QO2133_MARKER: DB = BENCH MARK DISK
 QO2133_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2133_SP_SET: METAL ROD WITH BASE PLATE
 QO2133_STAMPING: 0212 E 1980
 QO2133_MARK LOGO: MNDT  
 QO2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2133+STABILITY: SURFACE MOTION
 QO2133
 QO2133  HISTORY     - Date     Condition        Report By
 QO2133  HISTORY     - 1980     MONUMENTED       MNDT
 QO2133  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2133
 QO2133                          STATION DESCRIPTION
 QO2133
 QO2133'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2133'IN COON RAPIDS.
 QO2133'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2133'SECTION 8, T31N, R24W, 0.4 MILE WEST ALONG TRUNK HIGHWAY 242 FROM ITS
 QO2133'JUNCTION WITH TRUNK HIGHWAY 10 IN COON RAPIDS.  THE MARK, A STANDARD
 QO2133'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0212 E 1980---, IS SET
 QO2133'ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4
 QO2133'INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF
 QO2133'CONCRETE IN A 6 INCH DIAMETER HOLE AND IS FLUSH WITH THE SURFACE OF
 QO2133'THE GROUND.  THE MARK IS 73 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QO2133'HIGHWAY 242, 25 FEET EAST OF A POWER POLE, 11 FEET SOUTH OF A
 QO2133'TELEPHONE MANHOLE, AND 1 FOOT NORTH OF A STEEL WITNESS POST.
 QO2133
 QO2133                          STATION RECOVERY (2005)
 QO2133
 QO2133'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2133'THERE IS A LOT OF NEW CONSTRUCTION WHERE THIS SHOULD HAVE BEEN
 QO2133'LOCATED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2135 ***********************************************************************
 QO2135  DESIGNATION -  0212 F
 QO2135  PID         -  QO2135
 QO2135  STATE/COUNTY-  MN/ANOKA
 QO2135  COUNTRY     -  US
 QO2135  USGS QUAD   -  COON RAPIDS (1993)
 QO2135
 QO2135                         *CURRENT SURVEY CONTROL
 QO2135  ______________________________________________________________________
 QO2135* NAD 83(1986) POSITION- 45 11 52.     (N) 093 19 07.     (W)   SCALED    
 QO2135* NAVD 88 ORTHO HEIGHT -   267.913  (meters)     878.98  (feet) ADJUSTED  
 QO2135  ______________________________________________________________________
 QO2135  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 QO2135  DYNAMIC HEIGHT  -        267.897 (meters)      878.93  (feet) COMP
 QO2135  MODELED GRAVITY -    980,552.6   (mgal)                       NAVD 88
 QO2135
 QO2135  VERT ORDER      -  SECOND    CLASS II
 QO2135
 QO2135.The horizontal coordinates were scaled from a topographic map and have
 QO2135.an estimated accuracy of +/- 6 seconds.
 QO2135.
 QO2135.The orthometric height was determined by differential leveling and
 QO2135.adjusted in June 1991.
 QO2135
 QO2135.Photographs are available for this station.
 QO2135
 QO2135.The dynamic height is computed by dividing the NAVD 88
 QO2135.geopotential number by the normal gravity value computed on the
 QO2135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2135.degrees latitude (g = 980.6199 gals.).
 QO2135
 QO2135.The modeled gravity was interpolated from observed gravity values.
 QO2135
 QO2135;                    North         East    Units  Estimated Accuracy
 QO2135;SPC MN S     -   344,430.      853,540.      MT  (+/- 180 meters Scaled)
 QO2135
 QO2135                          SUPERSEDED SURVEY CONTROL
 QO2135
 QO2135.No superseded survey control is available for this station.
 QO2135
 QO2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL749049(NAD 83)
 QO2135
 QO2135_MARKER: DB = BENCH MARK DISK
 QO2135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2135_SP_SET: METAL ROD WITH BASE PLATE
 QO2135_STAMPING: 0212 F 1980
 QO2135_MARK LOGO: MNDT  
 QO2135_PROJECTION: RECESSED 3 CENTIMETERS
 QO2135_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO2135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2135
 QO2135  HISTORY     - Date     Condition        Report By
 QO2135  HISTORY     - 1979     MONUMENTED       MNDT
 QO2135  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2135
 QO2135                          STATION DESCRIPTION
 QO2135
 QO2135'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2135'IN COON RAPIDS.
 QO2135'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SW 1/4 OF
 QO2135'SECTION 3, T31N, R24W, 1.15 MILES EAST ALONG TRUNK HIGHWAY 242 FROM
 QO2135'ITS JUNCTION WITH TRUNK HIGHWAY 10 IN COON RAPIDS.  THE MARK, A
 QO2135'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0212 F
 QO2135'1980---, IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC)
 QO2135'ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8
 QO2135'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS BURIED 1 INCH
 QO2135'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 67 FEET NORTH OF THE
 QO2135'CENTERLINE OF TRUNK HIGHWAY 242 AT MILEPOINT 3.75, 26 FEET EAST OF AN
 QO2135'ENTRANCE TO HOUSE NUMBER 2061, AND 1 FOOT SOUTH OF A STEEL WITNESS
 QO2135'POST.
 QO2135
 QO2135                          STATION RECOVERY (2005)
 QO2135
 QO2135'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2135'THERE IS A NEW HOME DEPOT STORE AND LANDSCAPING WHERE THIS MARK SHOULD
 QO2135'BE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2136 ***********************************************************************
 QO2136  DESIGNATION -  0212 G
 QO2136  PID         -  QO2136
 QO2136  STATE/COUNTY-  MN/ANOKA
 QO2136  COUNTRY     -  US
 QO2136  USGS QUAD   -  COON RAPIDS (1993)
 QO2136
 QO2136                         *CURRENT SURVEY CONTROL
 QO2136  ______________________________________________________________________
 QO2136* NAD 83(1986) POSITION- 45 11 49.95   (N) 093 18 26.45   (W)   HD_HELD1  
 QO2136* NAVD 88 ORTHO HEIGHT -   268.610  (meters)     881.26  (feet) ADJUSTED  
 QO2136  ______________________________________________________________________
 QO2136  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 QO2136  DYNAMIC HEIGHT  -        268.595 (meters)      881.22  (feet) COMP
 QO2136  MODELED GRAVITY -    980,555.1   (mgal)                       NAVD 88
 QO2136
 QO2136  VERT ORDER      -  SECOND    CLASS II
 QO2136
 QO2136.The horizontal coordinates were established by differentially corrected
 QO2136.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2136.
 QO2136.The orthometric height was determined by differential leveling and
 QO2136.adjusted in June 1991.
 QO2136
 QO2136.Photographs are available for this station.
 QO2136
 QO2136.The dynamic height is computed by dividing the NAVD 88
 QO2136.geopotential number by the normal gravity value computed on the
 QO2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2136.degrees latitude (g = 980.6199 gals.).
 QO2136
 QO2136.The modeled gravity was interpolated from observed gravity values.
 QO2136
 QO2136;                    North         East    Units  Estimated Accuracy
 QO2136;SPC MN S     -   344,373.3     854,424.9     MT  (+/- 3 meters HH1 GPS) 
 QO2136
 QO2136                          SUPERSEDED SURVEY CONTROL
 QO2136
 QO2136.No superseded survey control is available for this station.
 QO2136
 QO2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7585904904(NAD 83)
 QO2136
 QO2136_MARKER: DV = VERTICAL CONTROL DISK
 QO2136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2136_SP_SET: METAL ROD WITH BASE PLATE
 QO2136_STAMPING: 0212 G 1980
 QO2136_MARK LOGO: MNDT  
 QO2136_PROJECTION: FLUSH
 QO2136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2136+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO2136
 QO2136  HISTORY     - Date     Condition        Report By
 QO2136  HISTORY     - 1979     MONUMENTED       MNDT
 QO2136  HISTORY     - 20051112 GOOD             USPSQD
 QO2136
 QO2136                          STATION DESCRIPTION
 QO2136
 QO2136'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2136'IN COON RAPIDS.
 QO2136'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 1.6 MILES EAST ALONG
 QO2136'TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AND TRUNK
 QO2136'HIGHWAY 47, IN THE SOUTHWEST QUADRANT OF TRUNK HIGHWAY 242 AND HANSON
 QO2136'BOULEVARD, IN THE NE 1/4 OF SECTION 10, T31N, R24W.  THE MARK IS 69
 QO2136'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 242, 12 FEET WEST OF A
 QO2136'TELEPHONE POWER POLE WITH AN ANCHOR AT THE END OF THE OVERHEAD
 QO2136'TELEPHONE CABLE.  THE MARK, A STANDARD DISK STAMPED---0212 G 1980---,
 QO2136'IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH
 QO2136'4 INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF
 QO2136'CONCRETE IN A 6 INCH DIAMETER HOLE, IT IS FLUSH WITH THE GROUND, 1
 QO2136'FOOT NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY MILEPOINT 4.2.
 QO2136
 QO2136                          STATION RECOVERY (2005)
 QO2136
 QO2136'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2136'LOCATED THE WITNESS POST, NOT THE ACTUAL MARKER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2137 ***********************************************************************
 QO2137  DESIGNATION -  0212 H
 QO2137  PID         -  QO2137
 QO2137  STATE/COUNTY-  MN/ANOKA
 QO2137  COUNTRY     -  US
 QO2137  USGS QUAD   -  COON RAPIDS (1993)
 QO2137
 QO2137                         *CURRENT SURVEY CONTROL
 QO2137  ______________________________________________________________________
 QO2137* NAD 83(1986) POSITION- 45 11 46.95   (N) 093 17 49.19   (W)   HD_HELD1  
 QO2137* NAVD 88 ORTHO HEIGHT -   269.260  (meters)     883.40  (feet) ADJUSTED  
 QO2137  ______________________________________________________________________
 QO2137  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 QO2137  DYNAMIC HEIGHT  -        269.246 (meters)      883.35  (feet) COMP
 QO2137  MODELED GRAVITY -    980,557.4   (mgal)                       NAVD 88
 QO2137
 QO2137  VERT ORDER      -  SECOND    CLASS II
 QO2137
 QO2137.The horizontal coordinates were established by differentially corrected
 QO2137.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2137.
 QO2137.The orthometric height was determined by differential leveling and
 QO2137.adjusted in June 1991.
 QO2137
 QO2137.Photographs are available for this station.
 QO2137
 QO2137.The dynamic height is computed by dividing the NAVD 88
 QO2137.geopotential number by the normal gravity value computed on the
 QO2137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2137.degrees latitude (g = 980.6199 gals.).
 QO2137
 QO2137.The modeled gravity was interpolated from observed gravity values.
 QO2137
 QO2137;                    North         East    Units  Estimated Accuracy
 QO2137;SPC MN S     -   344,287.7     855,239.0     MT  (+/- 3 meters HH1 GPS) 
 QO2137
 QO2137                          SUPERSEDED SURVEY CONTROL
 QO2137
 QO2137.No superseded survey control is available for this station.
 QO2137
 QO2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7667204808(NAD 83)
 QO2137
 QO2137_MARKER: DV = VERTICAL CONTROL DISK
 QO2137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2137_SP_SET: CONCRETE FOOTING
 QO2137_STAMPING: 0212 H 1980
 QO2137_MARK LOGO: MNDT  
 QO2137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2137+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 QO2137
 QO2137  HISTORY     - Date     Condition        Report By
 QO2137  HISTORY     - 1979     MONUMENTED       MNDT
 QO2137  HISTORY     - 20051112 GOOD             USPSQD
 QO2137
 QO2137                          STATION DESCRIPTION
 QO2137
 QO2137'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2137'IN COON RAPIDS.
 QO2137'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 2.0 MILES EAST
 QO2137'MEASURED ALONG TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 QO2137'10 AND TRUNK HIGHWAY 47, IN THE NW 1/4 OF SECTION 11, T31N, R24W.
 QO2137'THE MARK, A STANDARD DISK STAMPED---0212 H 1980---, IS SET IN THE
 QO2137'EAST SIDE OF THE WEST CONCRETE BASE FOR AN ELECTRIC TRANSMISSION LINE
 QO2137'ABOUT 200 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 242.
 QO2137
 QO2137                          STATION RECOVERY (2005)
 QO2137
 QO2137'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2138 ***********************************************************************
 QO2138  DESIGNATION -  0212 J
 QO2138  PID         -  QO2138
 QO2138  STATE/COUNTY-  MN/ANOKA
 QO2138  COUNTRY     -  US
 QO2138  USGS QUAD   -  COON RAPIDS (1993)
 QO2138
 QO2138                         *CURRENT SURVEY CONTROL
 QO2138  ______________________________________________________________________
 QO2138* NAD 83(1986) POSITION- 45 11 48.78   (N) 093 17 41.91   (W)   HD_HELD1  
 QO2138* NAVD 88 ORTHO HEIGHT -   270.133  (meters)     886.26  (feet) ADJUSTED  
 QO2138  ______________________________________________________________________
 QO2138  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 QO2138  DYNAMIC HEIGHT  -        270.119 (meters)      886.22  (feet) COMP
 QO2138  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 QO2138
 QO2138  VERT ORDER      -  SECOND    CLASS II
 QO2138
 QO2138.The horizontal coordinates were established by differentially corrected
 QO2138.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2138.
 QO2138.The orthometric height was determined by differential leveling and
 QO2138.adjusted in June 1991.
 QO2138
 QO2138.Photographs are available for this station.
 QO2138
 QO2138.The dynamic height is computed by dividing the NAVD 88
 QO2138.geopotential number by the normal gravity value computed on the
 QO2138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2138.degrees latitude (g = 980.6199 gals.).
 QO2138
 QO2138.The modeled gravity was interpolated from observed gravity values.
 QO2138
 QO2138;                    North         East    Units  Estimated Accuracy
 QO2138;SPC MN S     -   344,345.5     855,397.4     MT  (+/- 3 meters HH1 GPS) 
 QO2138
 QO2138                          SUPERSEDED SURVEY CONTROL
 QO2138
 QO2138.No superseded survey control is available for this station.
 QO2138
 QO2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7683104864(NAD 83)
 QO2138
 QO2138_MARKER: DV = VERTICAL CONTROL DISK
 QO2138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2138_SP_SET: METAL ROD WITH BASE PLATE
 QO2138_STAMPING: 0212 J 1980
 QO2138_MARK LOGO: MNDT  
 QO2138_PROJECTION: RECESSED 15 CENTIMETERS
 QO2138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2138
 QO2138  HISTORY     - Date     Condition        Report By
 QO2138  HISTORY     - 1979     MONUMENTED       MNDT
 QO2138  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2138
 QO2138                          STATION DESCRIPTION
 QO2138
 QO2138'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2138'IN COON RAPIDS.
 QO2138'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 2.15 MILES EAST ALONG
 QO2138'TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AND TRUNK
 QO2138'HIGHWAY 47, IN THE NE 1/4 OF SECTION 11, T31N, R24W.  THE MARK IS 110
 QO2138'FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 72 FEET SOUTH OF THE
 QO2138'CENTERLINE OF TRUNK HIGHWAY 242, 62 FEET WEST OF A POWER POLE, 40
 QO2138'FEET EAST OF THE CENTERLINE OF AN ENTRANCE.  THE MARK, A STANDARD
 QO2138'DISK STAMPED---0212 J 1980---, IS SET ON THE TOP OF AN 8 FOOT
 QO2138'COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN BOLTED
 QO2138'TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 QO2138'HOLE.  THE MARK IS FLUSH WITH THE GROUND, 1 FOOT NORTH OF A STEEL
 QO2138'WITNESS POST AT TRUNK HIGHWAY 242 MILEPOINT 4.75.
 QO2138
 QO2138                          STATION RECOVERY (2005)
 QO2138
 QO2138'RECOVERY NOTE BY US POWER SQUADRON 2005
 QO2138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2139 ***********************************************************************
 QO2139  DESIGNATION -  0212 K
 QO2139  PID         -  QO2139
 QO2139  STATE/COUNTY-  MN/ANOKA
 QO2139  COUNTRY     -  US
 QO2139  USGS QUAD   -  COON RAPIDS (1993)
 QO2139
 QO2139                         *CURRENT SURVEY CONTROL
 QO2139  ______________________________________________________________________
 QO2139* NAD 83(1986) POSITION- 45 11 50.     (N) 093 17 04.     (W)   SCALED    
 QO2139* NAVD 88 ORTHO HEIGHT -   273.261  (meters)     896.52  (feet) ADJUSTED  
 QO2139  ______________________________________________________________________
 QO2139  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 QO2139  DYNAMIC HEIGHT  -        273.248 (meters)      896.48  (feet) COMP
 QO2139  MODELED GRAVITY -    980,560.9   (mgal)                       NAVD 88
 QO2139
 QO2139  VERT ORDER      -  SECOND    CLASS II
 QO2139
 QO2139.The horizontal coordinates were scaled from a topographic map and have
 QO2139.an estimated accuracy of +/- 6 seconds.
 QO2139.
 QO2139.The orthometric height was determined by differential leveling and
 QO2139.adjusted in June 1991.
 QO2139
 QO2139.Photographs are available for this station.
 QO2139
 QO2139.The dynamic height is computed by dividing the NAVD 88
 QO2139.geopotential number by the normal gravity value computed on the
 QO2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2139.degrees latitude (g = 980.6199 gals.).
 QO2139
 QO2139.The modeled gravity was interpolated from observed gravity values.
 QO2139
 QO2139;                    North         East    Units  Estimated Accuracy
 QO2139;SPC MN S     -   344,390.      856,220.      MT  (+/- 180 meters Scaled)
 QO2139
 QO2139                          SUPERSEDED SURVEY CONTROL
 QO2139
 QO2139.No superseded survey control is available for this station.
 QO2139
 QO2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL776048(NAD 83)
 QO2139
 QO2139_MARKER: DV = VERTICAL CONTROL DISK
 QO2139_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2139_SP_SET: METAL ROD WITH BASE PLATE
 QO2139_STAMPING: 0212 K 1980
 QO2139_MARK LOGO: MNDT  
 QO2139_PROJECTION: FLUSH
 QO2139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2139
 QO2139  HISTORY     - Date     Condition        Report By
 QO2139  HISTORY     - 1979     MONUMENTED       MNDT
 QO2139
 QO2139                          STATION DESCRIPTION
 QO2139
 QO2139'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2139'IN COON RAPIDS.
 QO2139'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 2.6 MILES EAST ALONG
 QO2139'TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AND TRUNK
 QO2139'HIGHWAY 47 AND IS 2.35 MILES WEST ALONG TRUNK HIGHWAY 242 FROM ITS
 QO2139'JUNCTION WITH TRUNK HIGHWAY 65, IN THE SW 1/4 OF SECTION 45, T31N,
 QO2139'R24W.  THE MARK IS ON THE NORTH EDGE OF A GOLF COURSE, 70 FEET NORTH
 QO2139'OF THE CENTERLINE OF TRUNK HIGHWAY 242, 40 FEET WEST OF A 16 INCH OAK
 QO2139'TREE.  THE MARK, A STANDARD DISK STAMPED---0212 K 1980---, IS SET ON
 QO2139'THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES
 QO2139'OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE
 QO2139'IN A 6 INCH DIAMETER HOLE.  THE MARK IS 1 FOOT SOUTH OF A STEEL
 QO2139'WITNESS POST, FLUSH WITH THE SURFACE OF THE GROUND AT TRUNK HIGHWAY
 QO2139'242 MILEPOINT 5.3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2140 ***********************************************************************
 QO2140  DESIGNATION -  0212 L
 QO2140  PID         -  QO2140
 QO2140  STATE/COUNTY-  MN/ANOKA
 QO2140  COUNTRY     -  US
 QO2140  USGS QUAD   -  COON RAPIDS (1993)
 QO2140
 QO2140                         *CURRENT SURVEY CONTROL
 QO2140  ______________________________________________________________________
 QO2140* NAD 83(1986) POSITION- 45 11 49.91   (N) 093 16 33.84   (W)   HD_HELD1  
 QO2140* NAVD 88 ORTHO HEIGHT -   274.479  (meters)     900.52  (feet) ADJUSTED  
 QO2140  ______________________________________________________________________
 QO2140  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 QO2140  DYNAMIC HEIGHT  -        274.467 (meters)      900.48  (feet) COMP
 QO2140  MODELED GRAVITY -    980,564.4   (mgal)                       NAVD 88
 QO2140
 QO2140  VERT ORDER      -  SECOND    CLASS II
 QO2140
 QO2140.The horizontal coordinates were established by differentially corrected
 QO2140.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2140.
 QO2140.The orthometric height was determined by differential leveling and
 QO2140.adjusted in June 1991.
 QO2140
 QO2140.Photographs are available for this station.
 QO2140
 QO2140.The dynamic height is computed by dividing the NAVD 88
 QO2140.geopotential number by the normal gravity value computed on the
 QO2140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2140.degrees latitude (g = 980.6199 gals.).
 QO2140
 QO2140.The modeled gravity was interpolated from observed gravity values.
 QO2140
 QO2140;                    North         East    Units  Estimated Accuracy
 QO2140;SPC MN S     -   344,393.4     856,882.7     MT  (+/- 3 meters HH1 GPS) 
 QO2140
 QO2140                          SUPERSEDED SURVEY CONTROL
 QO2140
 QO2140.No superseded survey control is available for this station.
 QO2140
 QO2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7831604893(NAD 83)
 QO2140
 QO2140_MARKER: DV = VERTICAL CONTROL DISK
 QO2140_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2140_SP_SET: METAL ROD WITH BASE PLATE
 QO2140_STAMPING: 0212 L 1980
 QO2140_MARK LOGO: MNDT  
 QO2140_PROJECTION: RECESSED 8 CENTIMETERS
 QO2140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2140
 QO2140  HISTORY     - Date     Condition        Report By
 QO2140  HISTORY     - 1979     MONUMENTED       MNDT
 QO2140
 QO2140                          STATION DESCRIPTION
 QO2140
 QO2140'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2140'IN COON RAPIDS.
 QO2140'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 1.95 MILES WEST ALONG
 QO2140'TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65, IN THE SE
 QO2140'1/4 OF SECTION 1, T31N, R24W.  THE MARK IS 76 FEET NORTH OF THE
 QO2140'CENTERLINE OF TRUNK HIGHWAY 242, 69 FEET EAST OF A FIRE HYDRANT, 3
 QO2140'FEET WEST OF A FENCE CORNER OF A BARB WIRE FENCE.  THE MARK, A
 QO2140'STANDARD DISK STAMPED---0212 L 1980---, IS SET ON THE TOP OF AN 8
 QO2140'FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN
 QO2140'BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 QO2140'DIAMETER HOLE.  THE MARK IS 1 FOOT SOUTH OF A STEEL WITNESS POST AND
 QO2140'FLUSH WITH THE SURFACE OF THE GROUND AT TRUNK HIGHWAY MILEPOINT 5.7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2141 ***********************************************************************
 QO2141  DESIGNATION -  0212 M
 QO2141  PID         -  QO2141
 QO2141  STATE/COUNTY-  MN/ANOKA
 QO2141  COUNTRY     -  US
 QO2141  USGS QUAD   -  COON RAPIDS (1993)
 QO2141
 QO2141                         *CURRENT SURVEY CONTROL
 QO2141  ______________________________________________________________________
 QO2141* NAD 83(1986) POSITION- 45 11 50.16   (N) 093 15 56.38   (W)   HD_HELD1  
 QO2141* NAVD 88 ORTHO HEIGHT -   274.463  (meters)     900.47  (feet) ADJUSTED  
 QO2141  ______________________________________________________________________
 QO2141  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 QO2141  DYNAMIC HEIGHT  -        274.452 (meters)      900.43  (feet) COMP
 QO2141  MODELED GRAVITY -    980,569.8   (mgal)                       NAVD 88
 QO2141
 QO2141  VERT ORDER      -  SECOND    CLASS II
 QO2141
 QO2141.The horizontal coordinates were established by differentially corrected
 QO2141.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2141.
 QO2141.The orthometric height was determined by differential leveling and
 QO2141.adjusted in June 1991.
 QO2141
 QO2141.Photographs are available for this station.
 QO2141
 QO2141.The dynamic height is computed by dividing the NAVD 88
 QO2141.geopotential number by the normal gravity value computed on the
 QO2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2141.degrees latitude (g = 980.6199 gals.).
 QO2141
 QO2141.The modeled gravity was interpolated from observed gravity values.
 QO2141
 QO2141;                    North         East    Units  Estimated Accuracy
 QO2141;SPC MN S     -   344,408.4     857,700.3     MT  (+/- 3 meters HH1 GPS) 
 QO2141
 QO2141                          SUPERSEDED SURVEY CONTROL
 QO2141
 QO2141.No superseded survey control is available for this station.
 QO2141
 QO2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7913304898(NAD 83)
 QO2141
 QO2141_MARKER: DV = VERTICAL CONTROL DISK
 QO2141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2141_SP_SET: METAL ROD WITH BASE PLATE
 QO2141_STAMPING: 0212 M 1980
 QO2141_MARK LOGO: MNDT  
 QO2141_PROJECTION: FLUSH
 QO2141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2141
 QO2141  HISTORY     - Date     Condition        Report By
 QO2141  HISTORY     - 1979     MONUMENTED       MNDT
 QO2141
 QO2141                          STATION DESCRIPTION
 QO2141
 QO2141'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2141'IN COON RAPIDS.
 QO2141'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 1.45 MILES WEST ALONG
 QO2141'TRUNK HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65, IN THE SW
 QO2141'1/4 OF SECTION 6, T31N, R23W.  THE MARK IS IN THE NORTHEAST CORNER OF
 QO2141'TRUNK HIGHWAY 242 AND UNIVERSITY AVENUE, NEAR BLAINE HIGH SCHOOL, 52
 QO2141'FEET EAST OF THE CENTERLINE OF UNIVERSITY AVENUE, 18 FEET NORTHEAST
 QO2141'OF A TRAFFIC SIGNAL, 15 FEET NORTH OF THE END OF A CONCRETE CULVERT,
 QO2141'11 FEET EAST-NORTHEAST OF A GUY POLE.  THE MARK, A STANDARD DISK
 QO2141'STAMPED---0212 M 1980---, IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD
 QO2141'STEEL (MAGNETIC) ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO THE
 QO2141'BOTTOM, AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 QO2141'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 1 FOOT SOUTH
 QO2141'OF A STEEL WITNESS POST AT TRUNK HIGHWAY 242 MILEPOINT 6.2.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2142 ***********************************************************************
 QO2142  DESIGNATION -  0212 N
 QO2142  PID         -  QO2142
 QO2142  STATE/COUNTY-  MN/ANOKA
 QO2142  COUNTRY     -  US
 QO2142  USGS QUAD   -  COON RAPIDS (1993)
 QO2142
 QO2142                         *CURRENT SURVEY CONTROL
 QO2142  ______________________________________________________________________
 QO2142* NAD 83(1986) POSITION- 45 11 48.23   (N) 093 15 19.19   (W)   HD_HELD1  
 QO2142* NAVD 88 ORTHO HEIGHT -   272.475  (meters)     893.95  (feet) ADJUSTED  
 QO2142  ______________________________________________________________________
 QO2142  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 QO2142  DYNAMIC HEIGHT  -        272.465 (meters)      893.91  (feet) COMP
 QO2142  MODELED GRAVITY -    980,574.2   (mgal)                       NAVD 88
 QO2142
 QO2142  VERT ORDER      -  SECOND    CLASS II
 QO2142
 QO2142.The horizontal coordinates were established by differentially corrected
 QO2142.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2142.
 QO2142.The orthometric height was determined by differential leveling and
 QO2142.adjusted in June 1991.
 QO2142
 QO2142.Photographs are available for this station.
 QO2142
 QO2142.The dynamic height is computed by dividing the NAVD 88
 QO2142.geopotential number by the normal gravity value computed on the
 QO2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2142.degrees latitude (g = 980.6199 gals.).
 QO2142
 QO2142.The modeled gravity was interpolated from observed gravity values.
 QO2142
 QO2142;                    North         East    Units  Estimated Accuracy
 QO2142;SPC MN S     -   344,356.2     858,512.5     MT  (+/- 3 meters HH1 GPS) 
 QO2142
 QO2142                          SUPERSEDED SURVEY CONTROL
 QO2142
 QO2142.No superseded survey control is available for this station.
 QO2142
 QO2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7994504836(NAD 83)
 QO2142
 QO2142_MARKER: DV = VERTICAL CONTROL DISK
 QO2142_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2142_SP_SET: METAL ROD WITH BASE PLATE
 QO2142_STAMPING: 0212 N 1980
 QO2142_MARK LOGO: MNDT  
 QO2142_PROJECTION: RECESSED 15 CENTIMETERS
 QO2142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2142
 QO2142  HISTORY     - Date     Condition        Report By
 QO2142  HISTORY     - 1979     MONUMENTED       MNDT
 QO2142
 QO2142                          STATION DESCRIPTION
 QO2142
 QO2142'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2142'IN COON RAPIDS.
 QO2142'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, MILE WEST ALONG TRUNK
 QO2142'HIGHWAY 242 FROM ITS JUCTION WITH TRUNK HIGHWAY 65, IN THE NE 1/4 OF
 QO2142'SECTION 7, T31N, R23W.  THE MARK IS IN THE NORTHWEST CORNER OF THE
 QO2142'ROOSEVELT SCHOOL PROPERTY, 128 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QO2142'HIGHWAY 242, 6 FEET NORTH OF ORNAMENTAL POWER POLE NUMBER PR 345 OF A
 QO2142'POWER TRANSMISSION LINE.  THE MARK, A STANDARD DISK STAMPED---0212 N
 QO2142'1980---, IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC)
 QO2142'ROD WITH 4 INCHES OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8
 QO2142'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 1 FOOT
 QO2142'NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 242 MILEPOINT 6.7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2143 ***********************************************************************
 QO2143  DESIGNATION -  0212 P
 QO2143  PID         -  QO2143
 QO2143  STATE/COUNTY-  MN/ANOKA
 QO2143  COUNTRY     -  US
 QO2143  USGS QUAD   -  CIRCLE PINES (1993)
 QO2143
 QO2143                         *CURRENT SURVEY CONTROL
 QO2143  ______________________________________________________________________
 QO2143* NAD 83(1986) POSITION- 45 11 52.     (N) 093 14 36.     (W)   SCALED    
 QO2143* NAVD 88 ORTHO HEIGHT -   277.246  (meters)     909.60  (feet) ADJUSTED  
 QO2143  ______________________________________________________________________
 QO2143  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 QO2143  DYNAMIC HEIGHT  -        277.238 (meters)      909.57  (feet) COMP
 QO2143  MODELED GRAVITY -    980,578.3   (mgal)                       NAVD 88
 QO2143
 QO2143  VERT ORDER      -  SECOND    CLASS II
 QO2143
 QO2143.The horizontal coordinates were scaled from a topographic map and have
 QO2143.an estimated accuracy of +/- 6 seconds.
 QO2143.
 QO2143.The orthometric height was determined by differential leveling and
 QO2143.adjusted in June 1991.
 QO2143
 QO2143.Photographs are available for this station.
 QO2143
 QO2143.The dynamic height is computed by dividing the NAVD 88
 QO2143.geopotential number by the normal gravity value computed on the
 QO2143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2143.degrees latitude (g = 980.6199 gals.).
 QO2143
 QO2143.The modeled gravity was interpolated from observed gravity values.
 QO2143
 QO2143;                    North         East    Units  Estimated Accuracy
 QO2143;SPC MN S     -   344,480.      859,450.      MT  (+/- 180 meters Scaled)
 QO2143
 QO2143                          SUPERSEDED SURVEY CONTROL
 QO2143
 QO2143.No superseded survey control is available for this station.
 QO2143
 QO2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL808049(NAD 83)
 QO2143
 QO2143_MARKER: DV = VERTICAL CONTROL DISK
 QO2143_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2143_SP_SET: METAL ROD WITH BASE PLATE
 QO2143_STAMPING: 0212 P 1980
 QO2143_MARK LOGO: MNDT  
 QO2143_PROJECTION: RECESSED 5 CENTIMETERS
 QO2143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2143
 QO2143  HISTORY     - Date     Condition        Report By
 QO2143  HISTORY     - 1979     MONUMENTED       MNDT
 QO2143
 QO2143                          STATION DESCRIPTION
 QO2143
 QO2143'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2143'IN BLAINE.
 QO2143'THE MARK IS LOCATED IN THE TOWN OF BLAINE, 0.4 MILE WEST ALONG TRUNK
 QO2143'HIGHWAY 242 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR THE
 QO2143'SOUTHEAST CORNER OF THE JOHNSVILLE ELEMENTARY SCHOOL PROPERTY.  THE
 QO2143'MARK IS 66 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 242, 5 FEET
 QO2143'SOUTHWEST OF THE EAST END OF A CHAIN LINK FENCE AT THE SURVEY MARKER
 QO2143'SIGN.  THE MARK, A STANDARD DISK STAMPED---0212 P 1980---, IS SET ON
 QO2143'THE TOP OF AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES
 QO2143'OF STEEL SIGN BOLTED TO THE BOTTOM, AND SET IN 8 INCHES OF CONCRETE
 QO2143'IN A 6 INCH DIAMETER HOLE.  THE MARK IS 2 INCHES BELOW THE LEVEL OF
 QO2143'THE GROUND AT TRUNK HIGHWAY 242 MILEPOINT 7.25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0482 ***********************************************************************
 QO0482  DESIGNATION -  0215 A
 QO0482  PID         -  QO0482
 QO0482  STATE/COUNTY-  MN/ANOKA
 QO0482  COUNTRY     -  US
 QO0482  USGS QUAD   -  ANOKA (1993)
 QO0482
 QO0482                         *CURRENT SURVEY CONTROL
 QO0482  ______________________________________________________________________
 QO0482* NAD 83(1986) POSITION- 45 12 17.28   (N) 093 23 09.48   (W)   HD_HELD1  
 QO0482* NAVD 88 ORTHO HEIGHT -   260.862  (meters)     855.84  (feet) ADJUSTED  
 QO0482  ______________________________________________________________________
 QO0482  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 QO0482  DYNAMIC HEIGHT  -        260.843 (meters)      855.78  (feet) COMP
 QO0482  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QO0482
 QO0482  VERT ORDER      -  FIRST     CLASS I
 QO0482
 QO0482.The horizontal coordinates were established by differentially corrected
 QO0482.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0482.
 QO0482.The orthometric height was determined by differential leveling and
 QO0482.adjusted in June 1991.
 QO0482
 QO0482.Photographs are available for this station.
 QO0482
 QO0482.The dynamic height is computed by dividing the NAVD 88
 QO0482.geopotential number by the normal gravity value computed on the
 QO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0482.degrees latitude (g = 980.6199 gals.).
 QO0482
 QO0482.The modeled gravity was interpolated from observed gravity values.
 QO0482
 QO0482;                    North         East    Units  Estimated Accuracy
 QO0482;SPC MN S     -   345,167.7     848,241.2     MT  (+/- 3 meters HH1 GPS) 
 QO0482
 QO0482                          SUPERSEDED SURVEY CONTROL
 QO0482
 QO0482  NGVD 29 (??/??/92)  260.761  (m)          855.51   (f) ADJ UNCH    1 1
 QO0482
 QO0482.Superseded values are not recommended for survey control.
 QO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0482.See file dsdata.txt to determine how the superseded data were derived.
 QO0482
 QO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6968805773(NAD 83)
 QO0482
 QO0482_MARKER: DB = BENCH MARK DISK
 QO0482_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0482_SP_SET: BRIDGE ABUTMENT
 QO0482_STAMPING: 0215 A 1970
 QO0482_MARK LOGO: MNHD  
 QO0482_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0482
 QO0482  HISTORY     - Date     Condition        Report By
 QO0482  HISTORY     - 1970     MONUMENTED       MNHD
 QO0482  HISTORY     - 1970     GOOD             NGS
 QO0482  HISTORY     - 1979     GOOD             MNDT
 QO0482
 QO0482                          STATION DESCRIPTION
 QO0482
 QO0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0482'0.75 MI N FROM ANOKA.
 QO0482'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0482'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0482'47, THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0482'31 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 QO0482'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 QO0482'HIGHWAY BRIDGE NUMBER 9700 OVER THE RUM RIVER, 0.8 FOOT SOUTH OF A
 QO0482'CONCRETE POST IN THE SOUTHEAST CONCRETE GUARDRAIL ON THE BRIDGE, 70.0
 QO0482'FEET NORTHWEST OF BENCH MARK 0215-B (MHD), AND ABOUT 1 FOOT ABOVE THE
 QO0482'LEVEL OF THE HIGHWAY.  SECTION 6, T 31N, R 24W.
 QO0482
 QO0482                          STATION RECOVERY (1979)
 QO0482
 QO0482'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0482'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0482'LOCATED AT THE BRIDGE IN ANOKA CARRYING TRUNK HIGHWAY 10 OVER THE RUM
 QO0482'RIVER IN THE SW 1/4 OF SECTION 6, T31N, R24W.  THE MARK IS ABOUT 1
 QO0482'FOOT HIGHER THAN EASTBOUND HIGHWAY 10 IN THE ABUTMENT IN THE
 QO0482'SOUTHEAST CORNER OF BRIDGE NUMBER 9700.  THE MARK IS A STANDARD MNHD
 QO0482'BENCH MARK DISK STAMPED---0215 A 1970---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0483 ***********************************************************************
 QO0483  DESIGNATION -  0215 B
 QO0483  PID         -  QO0483
 QO0483  STATE/COUNTY-  MN/ANOKA
 QO0483  COUNTRY     -  US
 QO0483  USGS QUAD   -  ANOKA (1993)
 QO0483
 QO0483                         *CURRENT SURVEY CONTROL
 QO0483  ______________________________________________________________________
 QO0483* NAD 83(1986) POSITION- 45 12 17.     (N) 093 23 08.     (W)   SCALED    
 QO0483* NAVD 88 ORTHO HEIGHT -   266.795  (meters)     875.31  (feet) ADJUSTED  
 QO0483  ______________________________________________________________________
 QO0483  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 QO0483  DYNAMIC HEIGHT  -        266.775 (meters)      875.24  (feet) COMP
 QO0483  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 QO0483
 QO0483  VERT ORDER      -  FIRST     CLASS I
 QO0483
 QO0483.The horizontal coordinates were scaled from a topographic map and have
 QO0483.an estimated accuracy of +/- 6 seconds.
 QO0483.
 QO0483.The orthometric height was determined by differential leveling and
 QO0483.adjusted in June 1991.
 QO0483
 QO0483.Photographs are available for this station.
 QO0483
 QO0483.The dynamic height is computed by dividing the NAVD 88
 QO0483.geopotential number by the normal gravity value computed on the
 QO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0483.degrees latitude (g = 980.6199 gals.).
 QO0483
 QO0483.The modeled gravity was interpolated from observed gravity values.
 QO0483
 QO0483;                    North         East    Units  Estimated Accuracy
 QO0483;SPC MN S     -   345,160.      848,270.      MT  (+/- 180 meters Scaled)
 QO0483
 QO0483                          SUPERSEDED SURVEY CONTROL
 QO0483
 QO0483  NGVD 29 (??/??/92)  266.694  (m)          874.98   (f) ADJ UNCH    1 1
 QO0483
 QO0483.Superseded values are not recommended for survey control.
 QO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0483.See file dsdata.txt to determine how the superseded data were derived.
 QO0483
 QO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL697057(NAD 83)
 QO0483
 QO0483_MARKER: DB = BENCH MARK DISK
 QO0483_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0483_SP_SET: BRIDGE ABUTMENT
 QO0483_STAMPING: 0215 B 1970
 QO0483_MARK LOGO: MNHD  
 QO0483_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0483
 QO0483  HISTORY     - Date     Condition        Report By
 QO0483  HISTORY     - 1970     MONUMENTED       MNHD
 QO0483  HISTORY     - 1970     GOOD             NGS
 QO0483  HISTORY     - 1975     GOOD             MNDT
 QO0483  HISTORY     - 1979     GOOD             MNDT
 QO0483
 QO0483                          STATION DESCRIPTION
 QO0483
 QO0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0483'0.75 MI N FROM ANOKA.
 QO0483'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0483'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0483'47, THENCE 0.2 MILE EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0483'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 QO0483'BURLINGTON NORTHERN RAILROAD BRIDGE OVER THE HIGHWAY, 12.4 EAST OF THE
 QO0483'EAST RAIL OF THE MAIN TRACK, 2.7 FEET EAST-SOUTHEAST OF THE SOUTH END
 QO0483'OF THE EAST METAL GUARDRAIL ON THE BRIDGE, 117.0 FEET WEST OF BENCH
 QO0483'MARK 0215-C (MHD), AND ABOUT LEVEL WITH THE TRACK. SECTION 6, T 31N, R
 QO0483'24W.
 QO0483
 QO0483                          STATION RECOVERY (1975)
 QO0483
 QO0483'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 QO0483'THE MARK IS 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL
 QO0483'AT ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE
 QO0483'HIGHWAY 47, THENCE 0.2 MILE EAST ALONG TRUNK HIGHWAY 10 AND TRUNK
 QO0483'HIGHWAY 47 TO BURLINGTON NORTHERN RAILROAD BRIDGE OVER TRUNK HIGHWAY
 QO0483'10 AND MARK IN SOUTHEAST CORNER OF BRIDGE (NO. 9714). MARK IS ABOUT
 QO0483'LEVEL WITH THE TRACK.
 QO0483
 QO0483                          STATION RECOVERY (1979)
 QO0483
 QO0483'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0483'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0483'LOCATED 0.2 MILE EAST ALONG TRUNK HIGHWAY 10 FROM ITS JUNCTION WITH
 QO0483'FERRY STREET IN ANOKA AND IS AT THE BURLINGTON NORTHERN BRIDGE OVER
 QO0483'HIGHWAY 10 IN THE SW 1/4 OF SECTION 6, T31N, R24W.  THE MARK IS ABOUT
 QO0483'LEVEL WITH THE TRACKS IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 QO0483'BRIDGE NUMBER 9714.  THE MARK IS A STANDARD MNHD BENCH MARK DISK
 QO0483'STAMPED---0215 B 1970---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0484 ***********************************************************************
 QO0484  DESIGNATION -  0215 C
 QO0484  PID         -  QO0484
 QO0484  STATE/COUNTY-  MN/ANOKA
 QO0484  COUNTRY     -  US
 QO0484  USGS QUAD   -  ANOKA (1993)
 QO0484
 QO0484                         *CURRENT SURVEY CONTROL
 QO0484  ______________________________________________________________________
 QO0484* NAD 83(1986) POSITION- 45 12 16.93   (N) 093 23 07.03   (W)   HD_HELD1  
 QO0484* NAVD 88 ORTHO HEIGHT -   267.324  (meters)     877.05  (feet) ADJUSTED  
 QO0484  ______________________________________________________________________
 QO0484  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 QO0484  DYNAMIC HEIGHT  -        267.305 (meters)      876.98  (feet) COMP
 QO0484  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QO0484
 QO0484  VERT ORDER      -  FIRST     CLASS I
 QO0484
 QO0484.The horizontal coordinates were established by differentially corrected
 QO0484.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0484.
 QO0484.The orthometric height was determined by differential leveling and
 QO0484.adjusted in June 1991.
 QO0484
 QO0484.Photographs are available for this station.
 QO0484
 QO0484.The dynamic height is computed by dividing the NAVD 88
 QO0484.geopotential number by the normal gravity value computed on the
 QO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0484.degrees latitude (g = 980.6199 gals.).
 QO0484
 QO0484.The modeled gravity was interpolated from observed gravity values.
 QO0484
 QO0484;                    North         East    Units  Estimated Accuracy
 QO0484;SPC MN S     -   345,157.2     848,294.8     MT  (+/- 3 meters HH1 GPS) 
 QO0484
 QO0484                          SUPERSEDED SURVEY CONTROL
 QO0484
 QO0484  NGVD 29 (??/??/92)  267.223  (m)          876.71   (f) ADJ UNCH    1 1
 QO0484
 QO0484.Superseded values are not recommended for survey control.
 QO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0484.See file dsdata.txt to determine how the superseded data were derived.
 QO0484
 QO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6974105762(NAD 83)
 QO0484
 QO0484_MARKER: DB = BENCH MARK DISK
 QO0484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0484_SP_SET: BRIDGE WING WALL
 QO0484_STAMPING: 0215 C 1970
 QO0484_MARK LOGO: MNHD  
 QO0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0484
 QO0484  HISTORY     - Date     Condition        Report By
 QO0484  HISTORY     - 1970     MONUMENTED       MNHD
 QO0484  HISTORY     - 1970     GOOD             NGS
 QO0484  HISTORY     - 1979     GOOD             MNDT
 QO0484
 QO0484                          STATION DESCRIPTION
 QO0484
 QO0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0484'0.8 MI N FROM ANOKA.
 QO0484'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0484'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0484'47, THENCE 0.25 MILE EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0484'SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF STATE
 QO0484'HIGHWAY 288 OVERPASS NUMBER 9715 FOR U.S. HIGHWAY 10 AND STATE HIGHWAY
 QO0484'47, 22 1/2 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 288, 1.2 FEET
 QO0484'NORTHEAST OF A METAL PIPE IN A CHAIN LINK FENCE, 0.8 FOOT EAST OF THE
 QO0484'CONCRETE FOUNDATION FOR THE EAST GUARDRAIL ON THE OVERPASS, AND ABOUT
 QO0484'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. SECTION 6, T 31N, R 24W.
 QO0484
 QO0484                          STATION RECOVERY (1979)
 QO0484
 QO0484'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0484'0.15 MILES NORTHWEST MEASURED ALONG MAIN STREET FROM THE CITY HALL AT
 QO0484'ANOKA, THEN 0.4 MILES NORTH ALONG FERRY STREET, THEN 0.25 MILES EAST
 QO0484'ALONG T.H. 10 AND T.H. 47 TO BRIDGE NUMBER 9715 (T.H. 288 OVER T.H.
 QO0484'10 AND T.H. 47) IT IS A STANDARD BENCH MARK DISK IN THE WING WALL IN
 QO0484'THE SOUTHEAST CORNER OF THE BRIDGE. IT IS 1.0 FEET ABOVE THE
 QO0484'CENTERLINE OF T.H. 288.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0481 ***********************************************************************
 QO0481  DESIGNATION -  0215 D
 QO0481  PID         -  QO0481
 QO0481  STATE/COUNTY-  MN/ANOKA
 QO0481  COUNTRY     -  US
 QO0481  USGS QUAD   -  ANOKA (1993)
 QO0481
 QO0481                         *CURRENT SURVEY CONTROL
 QO0481  ______________________________________________________________________
 QO0481* NAD 83(1986) POSITION- 45 12 15.68   (N) 093 22 40.70   (W)   HD_HELD1  
 QO0481* NAVD 88 ORTHO HEIGHT -   271.228  (meters)     889.85  (feet) ADJUSTED  
 QO0481  ______________________________________________________________________
 QO0481  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 QO0481  DYNAMIC HEIGHT  -        271.208 (meters)      889.79  (feet) COMP
 QO0481  MODELED GRAVITY -    980,539.0   (mgal)                       NAVD 88
 QO0481
 QO0481  VERT ORDER      -  FIRST     CLASS I
 QO0481
 QO0481.The horizontal coordinates were established by differentially corrected
 QO0481.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0481.
 QO0481.The orthometric height was determined by differential leveling and
 QO0481.adjusted in June 1991.
 QO0481
 QO0481.Photographs are available for this station.
 QO0481
 QO0481.The dynamic height is computed by dividing the NAVD 88
 QO0481.geopotential number by the normal gravity value computed on the
 QO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0481.degrees latitude (g = 980.6199 gals.).
 QO0481
 QO0481.The modeled gravity was interpolated from observed gravity values.
 QO0481
 QO0481;                    North         East    Units  Estimated Accuracy
 QO0481;SPC MN S     -   345,123.0     848,869.7     MT  (+/- 3 meters HH1 GPS) 
 QO0481
 QO0481                          SUPERSEDED SURVEY CONTROL
 QO0481
 QO0481  NGVD 29 (??/??/92)  271.128  (m)          889.53   (f) ADJ UNCH    1 1
 QO0481
 QO0481.Superseded values are not recommended for survey control.
 QO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0481.See file dsdata.txt to determine how the superseded data were derived.
 QO0481
 QO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7031605721(NAD 83)
 QO0481
 QO0481_MARKER: DB = BENCH MARK DISK
 QO0481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0481_SP_SET: BRIDGE ABUTMENT
 QO0481_STAMPING: 0215 D 1970
 QO0481_MARK LOGO: MNHD  
 QO0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0481
 QO0481  HISTORY     - Date     Condition        Report By
 QO0481  HISTORY     - 1970     MONUMENTED       MNHD
 QO0481  HISTORY     - 1970     GOOD             NGS
 QO0481  HISTORY     - 1985     GOOD             USPSQD
 QO0481
 QO0481                          STATION DESCRIPTION
 QO0481
 QO0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0481'1.15 MI NE FROM ANOKA.
 QO0481'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0481'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0481'47, THENCE 0.6 MILE EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0481'19 1/2 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 QO0481'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT
 QO0481'OF HIGHWAY OVERPASS NUMBER 9716 FOR 7TH AVENUE, 1.0 FOOT SOUTH OF A
 QO0481'CONCRETE POST IN A GUARDRAIL ON THE BRIDGE, AND ABOUT 1 FOOT ABOVE THE
 QO0481'LEVEL OF THE HIGHWAY.  SECTION 6, T 31N, R 24W.
 QO0481
 QO0481                          STATION RECOVERY (1985)
 QO0481
 QO0481'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0480 ***********************************************************************
 QO0480  DESIGNATION -  0215 E
 QO0480  PID         -  QO0480
 QO0480  STATE/COUNTY-  MN/ANOKA
 QO0480  COUNTRY     -  US
 QO0480  USGS QUAD   -  COON RAPIDS (1993)
 QO0480
 QO0480                         *CURRENT SURVEY CONTROL
 QO0480  ______________________________________________________________________
 QO0480* NAD 83(1986) POSITION- 45 12 15.59   (N) 093 22 22.13   (W)   HD_HELD1  
 QO0480* NAVD 88 ORTHO HEIGHT -   276.913  (meters)     908.51  (feet) ADJUSTED  
 QO0480  ______________________________________________________________________
 QO0480  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 QO0480  DYNAMIC HEIGHT  -        276.894 (meters)      908.44  (feet) COMP
 QO0480  MODELED GRAVITY -    980,539.9   (mgal)                       NAVD 88
 QO0480
 QO0480  VERT ORDER      -  FIRST     CLASS I
 QO0480
 QO0480.The horizontal coordinates were established by differentially corrected
 QO0480.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0480.
 QO0480.The orthometric height was determined by differential leveling and
 QO0480.adjusted in June 1991.
 QO0480
 QO0480.Photographs are available for this station.
 QO0480
 QO0480.The dynamic height is computed by dividing the NAVD 88
 QO0480.geopotential number by the normal gravity value computed on the
 QO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0480.degrees latitude (g = 980.6199 gals.).
 QO0480
 QO0480.The modeled gravity was interpolated from observed gravity values.
 QO0480
 QO0480;                    North         East    Units  Estimated Accuracy
 QO0480;SPC MN S     -   345,123.3     849,274.9     MT  (+/- 3 meters HH1 GPS) 
 QO0480
 QO0480                          SUPERSEDED SURVEY CONTROL
 QO0480
 QO0480  NGVD 29 (??/??/92)  276.814  (m)          908.18   (f) ADJ UNCH    1 1
 QO0480
 QO0480.Superseded values are not recommended for survey control.
 QO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0480.See file dsdata.txt to determine how the superseded data were derived.
 QO0480
 QO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7072105716(NAD 83)
 QO0480
 QO0480_MARKER: DD = SURVEY DISK
 QO0480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0480_SP_SET: BRIDGE ABUTMENT
 QO0480_STAMPING: 0215 E 1970
 QO0480_MARK LOGO: MNHD  
 QO0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0480
 QO0480  HISTORY     - Date     Condition        Report By
 QO0480  HISTORY     - 1970     MONUMENTED       MNHD
 QO0480  HISTORY     - 1970     GOOD             NGS
 QO0480
 QO0480                          STATION DESCRIPTION
 QO0480
 QO0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0480'1.4 MI NE FROM ANOKA.
 QO0480'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0480'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0480'47, THENCE 0.85 MILE EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0480'28 FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 QO0480'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 QO0480'HIGHWAY OVERPASS NUMBER 9717 FOR THE BURLINGTON NORTHERN RAILROAD, 0.5
 QO0480'FOOT SOUTHEAST OF THE CONCRETE FOUNDATION FOR THE EAST CONCRETE
 QO0480'GUARDRAIL ON THE OVERPASS, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 QO0480'HIGHWAY.  SECTION 6, T 31N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0479 ***********************************************************************
 QO0479  DESIGNATION -  0215 F
 QO0479  PID         -  QO0479
 QO0479  STATE/COUNTY-  MN/ANOKA
 QO0479  COUNTRY     -  US
 QO0479  USGS QUAD   -  COON RAPIDS (1993)
 QO0479
 QO0479                         *CURRENT SURVEY CONTROL
 QO0479  ______________________________________________________________________
 QO0479* NAD 83(1986) POSITION- 45 12 17.61   (N) 093 21 54.33   (W)   HD_HELD1  
 QO0479* NAVD 88 ORTHO HEIGHT -   264.905  (meters)     869.11  (feet) ADJUSTED  
 QO0479  ______________________________________________________________________
 QO0479  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 QO0479  DYNAMIC HEIGHT  -        264.887 (meters)      869.05  (feet) COMP
 QO0479  MODELED GRAVITY -    980,541.3   (mgal)                       NAVD 88
 QO0479
 QO0479  VERT ORDER      -  FIRST     CLASS I
 QO0479
 QO0479.The horizontal coordinates were established by differentially corrected
 QO0479.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0479.
 QO0479.The orthometric height was determined by differential leveling and
 QO0479.adjusted in June 1991.
 QO0479
 QO0479.Photographs are available for this station.
 QO0479
 QO0479.The dynamic height is computed by dividing the NAVD 88
 QO0479.geopotential number by the normal gravity value computed on the
 QO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0479.degrees latitude (g = 980.6199 gals.).
 QO0479
 QO0479.The modeled gravity was interpolated from observed gravity values.
 QO0479
 QO0479;                    North         East    Units  Estimated Accuracy
 QO0479;SPC MN S     -   345,190.4     849,881.1     MT  (+/- 3 meters HH1 GPS) 
 QO0479
 QO0479                          SUPERSEDED SURVEY CONTROL
 QO0479
 QO0479  NGVD 29 (??/??/92)  264.808  (m)          868.79   (f) ADJ UNCH    1 1
 QO0479
 QO0479.Superseded values are not recommended for survey control.
 QO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0479.See file dsdata.txt to determine how the superseded data were derived.
 QO0479
 QO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7132705776(NAD 83)
 QO0479
 QO0479_MARKER: DB = BENCH MARK DISK
 QO0479_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0479_STAMPING: 0215 F 1970
 QO0479_MARK LOGO: MNHD  
 QO0479_PROJECTION: RECESSED 30 CENTIMETERS
 QO0479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0479
 QO0479  HISTORY     - Date     Condition        Report By
 QO0479  HISTORY     - 1970     MONUMENTED       MNHD
 QO0479  HISTORY     - 1970     GOOD             NGS
 QO0479
 QO0479                          STATION DESCRIPTION
 QO0479
 QO0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0479'1.7 MI NE FROM ANOKA.
 QO0479'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0479'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0479'47, THENCE 1.15 MILES EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0479'0.3 MILE EAST OF HIGHWAY OVERPASS NUMBER 9717 FOR THE BURLINGTON
 QO0479'NORTHERN RAILROAD, 125 FEET NORTH AND ACROSS A PAVED ROAD FROM THE
 QO0479'CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 103.8 FEET
 QO0479'NORTH-NORTHEAST OF HIGHWAY MILEPOST 226, 47 FEET NORTH OF THE CENTER
 QO0479'LINE OF THE PAVED ROAD, 111 1/2 FEET EAST OF A POWER POLE, 12.0 FEET
 QO0479'WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 0.2 FOOT SOUTH OF A METAL
 QO0479'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 QO0479'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND.  SECTION
 QO0479'5, T 31N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0477 ***********************************************************************
 QO0477  DESIGNATION -  0215 H
 QO0477  PID         -  QO0477
 QO0477  STATE/COUNTY-  MN/ANOKA
 QO0477  COUNTRY     -  US
 QO0477  USGS QUAD   -  COON RAPIDS (1993)
 QO0477
 QO0477                         *CURRENT SURVEY CONTROL
 QO0477  ______________________________________________________________________
 QO0477* NAD 83(1986) POSITION- 45 12 13.38   (N) 093 20 57.34   (W)   HD_HELD1  
 QO0477* NAVD 88 ORTHO HEIGHT -   267.401  (meters)     877.30  (feet) ADJUSTED  
 QO0477  ______________________________________________________________________
 QO0477  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 QO0477  DYNAMIC HEIGHT  -        267.383 (meters)      877.24  (feet) COMP
 QO0477  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 QO0477
 QO0477  VERT ORDER      -  FIRST     CLASS I
 QO0477
 QO0477.The horizontal coordinates were established by differentially corrected
 QO0477.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0477.
 QO0477.The orthometric height was determined by differential leveling and
 QO0477.adjusted in June 1991.
 QO0477
 QO0477.Photographs are available for this station.
 QO0477
 QO0477.The dynamic height is computed by dividing the NAVD 88
 QO0477.geopotential number by the normal gravity value computed on the
 QO0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0477.degrees latitude (g = 980.6199 gals.).
 QO0477
 QO0477.The modeled gravity was interpolated from observed gravity values.
 QO0477
 QO0477;                    North         East    Units  Estimated Accuracy
 QO0477;SPC MN S     -   345,069.6     851,125.9     MT  (+/- 3 meters HH1 GPS) 
 QO0477
 QO0477                          SUPERSEDED SURVEY CONTROL
 QO0477
 QO0477  NGVD 29 (??/??/92)  267.306  (m)          876.99   (f) ADJ UNCH    1 1
 QO0477
 QO0477.Superseded values are not recommended for survey control.
 QO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0477.See file dsdata.txt to determine how the superseded data were derived.
 QO0477
 QO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7257005640(NAD 83)
 QO0477
 QO0477_MARKER: DB = BENCH MARK DISK
 QO0477_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0477_STAMPING: 0215 H 1970
 QO0477_MARK LOGO: MNHD  
 QO0477_PROJECTION: FLUSH
 QO0477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0477
 QO0477  HISTORY     - Date     Condition        Report By
 QO0477  HISTORY     - 1970     MONUMENTED       MNHD
 QO0477  HISTORY     - 1970     GOOD             NGS
 QO0477
 QO0477                          STATION DESCRIPTION
 QO0477
 QO0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0477'2.55 MI NE FROM ANOKA.
 QO0477'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0477'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0477'47, THENCE 2.0 MILES EAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47,
 QO0477'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 94 FEET NORTH OF THE CENTER
 QO0477'LINE OF THE NORTH LANES OF THE HIGHWAY, 0.25 FOOT SOUTH OF A METAL
 QO0477'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN
 QO0477'THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 QO0477'GROUND.  SECTION 5, T 31N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0476 ***********************************************************************
 QO0476  DESIGNATION -  0215 I
 QO0476  PID         -  QO0476
 QO0476  STATE/COUNTY-  MN/ANOKA
 QO0476  COUNTRY     -  US
 QO0476  USGS QUAD   -  COON RAPIDS (1993)
 QO0476
 QO0476                         *CURRENT SURVEY CONTROL
 QO0476  ______________________________________________________________________
 QO0476* NAD 83(1996) POSITION- 45 11 51.01315(N) 093 20 24.14928(W)   ADJUSTED  
 QO0476* NAVD 88 ORTHO HEIGHT -   270.400  (meters)     887.14  (feet) ADJUSTED  
 QO0476  ______________________________________________________________________
 QO0476  LAPLACE CORR    -          5.39  (seconds)                    DEFLEC09
 QO0476  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 QO0476  DYNAMIC HEIGHT  -        270.383 (meters)      887.08  (feet) COMP
 QO0476  MODELED GRAVITY -    980,548.8   (mgal)                       NAVD 88
 QO0476
 QO0476  HORZ ORDER      -  SECOND
 QO0476  VERT ORDER      -  FIRST     CLASS I
 QO0476
 QO0476.The horizontal coordinates were established by classical geodetic methods
 QO0476.and adjusted by the National Geodetic Survey in March 1999.
 QO0476.
 QO0476.The orthometric height was determined by differential leveling and
 QO0476.adjusted in June 1991.
 QO0476
 QO0476.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0476
 QO0476.The dynamic height is computed by dividing the NAVD 88
 QO0476.geopotential number by the normal gravity value computed on the
 QO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0476.degrees latitude (g = 980.6199 gals.).
 QO0476
 QO0476.The modeled gravity was interpolated from observed gravity values.
 QO0476
 QO0476. The following values were computed from the NAD 83(1996) position.
 QO0476
 QO0476;                    North         East     Units Scale Factor Converg.
 QO0476;SPC MN S     -   344,384.913   851,855.784   MT  0.99999587   +0 27 45.3
 QO0476;SPC MN S     - 1,129,869.50  2,794,796.85   sFT  0.99999587   +0 27 45.3
 QO0476;UTM  15      - 5,004,947.168   473,291.765   MT  0.99960877   -0 14 28.6
 QO0476
 QO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0476!SPC MN S     -   0.99996198  x   0.99999587  =   0.99995785
 QO0476!UTM  15      -   0.99996198  x   0.99960877  =   0.99957076
 QO0476
 QO0476                          SUPERSEDED SURVEY CONTROL
 QO0476
 QO0476  NAD 83(1986)-  45 11 51.00855(N)    093 20 24.14259(W) AD(       ) 2
 QO0476  NAD 27      -  45 11 51.13274(N)    093 20 23.31685(W) AD(       ) 2
 QO0476  NGVD 29 (??/??/92)  270.308  (m)          886.84   (f) ADJ UNCH    1 1
 QO0476
 QO0476.Superseded values are not recommended for survey control.
 QO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0476.See file dsdata.txt to determine how the superseded data were derived.
 QO0476
 QO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7329104947(NAD 83)
 QO0476
 QO0476_MARKER: DB = BENCH MARK DISK
 QO0476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0476_SP_SET: BRIDGE ABUTMENT
 QO0476_STAMPING: 0215 I 1970
 QO0476_MARK LOGO: MNHD  
 QO0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0476
 QO0476  HISTORY     - Date     Condition        Report By
 QO0476  HISTORY     - 1974     MONUMENTED       MNHD
 QO0476  HISTORY     - 1970     GOOD             NGS
 QO0476  HISTORY     - 1980     GOOD             MNDT
 QO0476  HISTORY     - 1980     GOOD             MNDT
 QO0476  HISTORY     - 19800303 GOOD             MNDT
 QO0476  HISTORY     - 19800621 GOOD             MNDT
 QO0476
 QO0476                          STATION DESCRIPTION
 QO0476
 QO0476'DESCRIBED BY MN HIGHWAY DEPT 1974 (DKH)
 QO0476'THE STATION IS LOCATED IN THE CITY OF COON RAPIDS, ABOUT 1-1/2 MILES
 QO0476'EAST OF THE NORTHEAST CORNER OF THE CITY OF ANOKA.
 QO0476'
 QO0476'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 0215 I 1970, IS SET IN
 QO0476'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE
 QO0476'NUMBER 02011, 18.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 QO0476'242, 1.1 FEET SOUTH OF THE CONCRETE GUARDRAIL AND IT IS ABOUT 1 FOOT
 QO0476'ABOVE THE LEVEL OF THE HIGHWAY.
 QO0476'
 QO0476'NEAREST TOWN--COON RAPIDS.
 QO0476
 QO0476                          STATION RECOVERY (1970)
 QO0476
 QO0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QO0476'3.15 MI NE FROM ANOKA.
 QO0476'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0476'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0476'47, THENCE 2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY
 QO0476'47, 18 1/2 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 242, SET IN
 QO0476'THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF STATE
 QO0476'HIGHWAY 242 OVERPASS FOR THE U.S. HIGHWAY, 1.1 FEET SOUTH OF A
 QO0476'CONCRETE POST IN A GUARDRAIL ON THE OVERPASS, AND ABOUT 1 FOOT ABOVE
 QO0476'THE LEVEL OF THE HIGHWAY.  SECTION 9, T 31N, R 24W. NOTE-- THE
 QO0476'OVERPASS NUMBER IS 0211.  NOTE-- THE MARK MAY ALSO BE REACHED BY GOING
 QO0476'2.45 MILES EAST ALONG MAIN STREET WHICH IS STATE HIGHWAY 242 FROM THE
 QO0476'CITY HALL AT ANOKA.
 QO0476
 QO0476                          STATION RECOVERY (1980)
 QO0476
 QO0476'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0476'THE MARK IS AT THE INTERCHANGE OF TRUNK HIGHWAY 10, 47 AND 242. IT IS
 QO0476'A STANDARD DISK IN THE OSUTHEAST CORNER OF BRIDGE NUMBER 020118 T.H.
 QO0476'242 (MAIN STREET) OVER T.H. 10 AND T.H. 47.
 QO0476
 QO0476                          STATION RECOVERY (1980)
 QO0476
 QO0476'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0476'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0476'IN THE TOWN OF COON RAPIDS, IN THE NW 1/4 OF SECTION 9, T31N, R24W,
 QO0476'AT THE TRUNK HIGHWAY 242 (MAIN STREET) BRIDGE OVER TRUNK HIGHWAY 10
 QO0476'AND TRUNK HIGHWAY 47.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0476'STAMPED---0215 I 1970---, IS SET FLUSH IN A DRILL IN THE SOUTHEAST
 QO0476'CORNER ABUTMENT OF BRIDGE NUMBER 02011.
 QO0476
 QO0476                          STATION RECOVERY (1980)
 QO0476
 QO0476'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0476'RECOVERY REPORT GENERATED BY RESET DATA
 QO0476
 QO0476                          STATION RECOVERY (1980)
 QO0476
 QO0476'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (CLN)
 QO0476'BENCH MARK 0215 IS A STANDARD MNDT BENCH MARK DISK STAMPED 0215 I 1970
 QO0476'IS SET IN THE TOP OF THE SOUTH OF THE EAST CONCRETE ABUTMENT OF BRIDGE
 QO0476'NUMBER 02011, 18.5 FT (SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 242,
 QO0476'1.1 FT (SOUTH OF THE CONCRETE GUARDRAIL, AND ABOUT 1 FOOT ABOVE THE
 QO0476'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0475 ***********************************************************************
 QO0475  DESIGNATION -  0215 J
 QO0475  PID         -  QO0475
 QO0475  STATE/COUNTY-  MN/ANOKA
 QO0475  COUNTRY     -  US
 QO0475  USGS QUAD   -  COON RAPIDS (1993)
 QO0475
 QO0475                         *CURRENT SURVEY CONTROL
 QO0475  ______________________________________________________________________
 QO0475* NAD 83(1996) POSITION- 45 11 30.40021(N) 093 20 00.40923(W)   ADJUSTED  
 QO0475* NAVD 88 ORTHO HEIGHT -   263.990  (meters)     866.11  (feet) ADJUSTED  
 QO0475  ______________________________________________________________________
 QO0475  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC09
 QO0475  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 QO0475  DYNAMIC HEIGHT  -        263.975 (meters)      866.06  (feet) COMP
 QO0475  MODELED GRAVITY -    980,552.7   (mgal)                       NAVD 88
 QO0475
 QO0475  HORZ ORDER      -  SECOND
 QO0475  VERT ORDER      -  FIRST     CLASS I
 QO0475
 QO0475.The horizontal coordinates were established by classical geodetic methods
 QO0475.and adjusted by the National Geodetic Survey in March 1999.
 QO0475.
 QO0475.The orthometric height was determined by differential leveling and
 QO0475.adjusted in June 1991.
 QO0475
 QO0475.Photographs are available for this station.
 QO0475
 QO0475.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0475
 QO0475.The dynamic height is computed by dividing the NAVD 88
 QO0475.geopotential number by the normal gravity value computed on the
 QO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0475.degrees latitude (g = 980.6199 gals.).
 QO0475
 QO0475.The modeled gravity was interpolated from observed gravity values.
 QO0475
 QO0475. The following values were computed from the NAD 83(1996) position.
 QO0475
 QO0475;                    North         East     Units Scale Factor Converg.
 QO0475;SPC MN S     -   343,752.799   852,379.117   MT  0.99999466   +0 28 01.9
 QO0475;SPC MN S     - 1,127,795.64  2,796,513.82   sFT  0.99999466   +0 28 01.9
 QO0475;UTM  15      - 5,004,308.921   473,807.094   MT  0.99960844   -0 14 11.7
 QO0475
 QO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0475!SPC MN S     -   0.99996297  x   0.99999466  =   0.99995763
 QO0475!UTM  15      -   0.99996297  x   0.99960844  =   0.99957143
 QO0475
 QO0475                          SUPERSEDED SURVEY CONTROL
 QO0475
 QO0475  NAD 83(1986)-  45 11 30.39555(N)    093 20 00.40268(W) AD(       ) 2
 QO0475  NAD 27      -  45 11 30.51973(N)    093 19 59.57753(W) AD(       ) 2
 QO0475  NGVD 29 (??/??/92)  263.900  (m)          865.81   (f) ADJ UNCH    1 1
 QO0475
 QO0475.Superseded values are not recommended for survey control.
 QO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0475.See file dsdata.txt to determine how the superseded data were derived.
 QO0475
 QO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7380704308(NAD 83)
 QO0475
 QO0475_MARKER: DB = BENCH MARK DISK
 QO0475_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0475_SP_SET: CONCRETE MONUMENT
 QO0475_STAMPING: 0215 J 1970
 QO0475_MARK LOGO: MNHD  
 QO0475_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0475_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0475+STABILITY: SURFACE MOTION
 QO0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0475+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 QO0475
 QO0475  HISTORY     - Date     Condition        Report By
 QO0475  HISTORY     - 1970     MONUMENTED       MNHD
 QO0475  HISTORY     - 1974     GOOD             NGS
 QO0475  HISTORY     - 1980     GOOD             MNDT
 QO0475  HISTORY     - 1980     GOOD             MNDT
 QO0475  HISTORY     - 19800615 GOOD             MNHD
 QO0475  HISTORY     - 20060628 GOOD             MNDT
 QO0475
 QO0475                          STATION DESCRIPTION
 QO0475
 QO0475'DESCRIBED BY MN HIGHWAY DEPT 1970 (DKH)
 QO0475'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 02150 1970, IS SET
 QO0475'IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE
 QO0475'SURFACE OF THE GROUND AND IT IS ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QO0475'HIGHWAY.  THE MARK IS 0.1 MILE NORTHWEST OF HIGHWAY MILEPOST
 QO0475'228, 95.5 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH LANES OF
 QO0475'TRUNK HIGHWAY 10 AND 0.2 FOOT SOUTH OF A STEEL WITNESS POST.
 QO0475'
 QO0475'NEAREST TOWN--COON RAPIDS.
 QO0475
 QO0475                          STATION RECOVERY (1974)
 QO0475
 QO0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QO0475'3.7 MI E FROM ANOKA.
 QO0475'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0475'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0475'47, THENCE 3.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 AND STATE
 QO0475'HIGHWAY 47, 0.1 MILE NORTHWEST OF HIGHWAY MILEPOST 228, 95 1/2 FEET
 QO0475'NORTHEAST OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 0.25
 QO0475'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF
 QO0475'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 QO0475'INCHES.  SECTION 9, T 31N, R 24W.
 QO0475
 QO0475                          STATION RECOVERY (1980)
 QO0475
 QO0475'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0475'LOCATED, 3.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 10 AND 47 FROM ITS
 QO0475'JUNCTION WITH FERRY STREET IN ANOKA, AND 0.5 MILE SOUTHEAST OF TRUNK
 QO0475'HIGHWAY 242, IN THE NORTHWEST QUARTER OF SECTION 9, T 31 N, R 24 W,
 QO0475'95.5 FEET NORTHEAST OF THE CENTERLINE OF THE NORTH LANES OF TRUNK
 QO0475'HIGHWAY 10, AND 0.2 FOOT SOUTH OF A STEEL WITNESS POST. THE MARK, A
 QO0475'STANDARD MNDT BENCH MARK DISK STAMPED---0215 J 1970---, IS SET IN THE
 QO0475'TOP OF A 6 INCH PRECAST CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE
 QO0475'THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QO0475'HIGHWAY.
 QO0475
 QO0475                          STATION RECOVERY (1980)
 QO0475
 QO0475'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0475'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO0475'IN THE TOWN OF COON RAPIDS, IN THE NW 1/4 OF SECTION 9, T31N, R24W,
 QO0475'0.5 MILE SOUTHEAST ALONG TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47 FROM
 QO0475'ITS JUNCTION WITH TRUNK HIGHWAY 242 IN COON RAPIDS.  THE MARK, A
 QO0475'STANDARD MNHD BENCH MARK DISK STAMPED---0215 J 1970---, IS SET IN THE
 QO0475'TOP OF A PRECAST REINFORCED CONCRETE MONUMENT THAT IS PROJECTING 0.2
 QO0475'FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 95.5 FEET
 QO0475'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 47
 QO0475'AT MILEPOINT 228.1 AND 0.25 FEET SOUTHWEST OF A STEEL WITNESS POST.
 QO0475'STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0475
 QO0475                          STATION RECOVERY (1980)
 QO0475
 QO0475'RECOVERY NOTE BY MN HIGHWAY DEPT 1980 (DKH)
 QO0475'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1974 IN
 QO0475'THE DESCRIPTION FOR STATION MAIN MNDT.  A COMPLETE DESCRIPTION
 QO0475'FOLLOWS.
 QO0475'THE STATION IS LOCATED IN THE TOWN OF COON RAPIDS, EAST OF THE TOWN OF
 QO0475'ANOKA, IN THE NE 1/4 OF SECTION 9, T31N, R24W, ON THE NORTHEAST
 QO0475'RIGHT-OF-WAY OF TRUNK HIGHWAY 10 AT MILEPOINT 228.1, 1/2 MILE SOUTH OF
 QO0475'THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 242 (MAIN STREET) .
 QO0475'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QO0475'HIGHWAY 242, GO SOUTH ON TRUNK HIGHWAY 10 FOR 0.6 MILE (1.0 KM) TO THE
 QO0475'MARK ON THE LEFT.
 QO0475'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0215 J
 QO0475'1970--- IS SET IN THE TOP OF A 6 INCH ROUND PRECAST CONCRETE POST THAT
 QO0475'PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS
 QO0475'ABOUT 4 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 0.1
 QO0475'MILE (0.2 KM) NORTHWEST OF HIGHWAY MILEPOST 228, 95.5 FT (29.1 M)
 QO0475'NORTHEAST OF THE CENTERLINE OF THE NORTH LANES OF TRUNK HIGHWAY 10,
 QO0475'AND 0.2 FOOT (6.1 CM) SOUTH OF A STEEL WITNESS POST.  THIS STATION IS
 QO0475'AN AZIMUTH MARK FOR STATION MAIN MNDT.
 QO0475
 QO0475                          STATION RECOVERY (2006)
 QO0475
 QO0475'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO0475'IN COON RAPIDS, 0.5 MILES SOUTHEAST OF TRUNK HIGHWAY 242 ON TRUNK
 QO0475'HIGHWAY 10, 0.1 MILE NORTHWEST OF MILEPOST 228, TO TRUNK HIGHWAY 10
 QO0475'MILEPOINT 227.9, 95.5 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10,
 QO0475'2.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0474 ***********************************************************************
 QO0474  DESIGNATION -  0215 K
 QO0474  PID         -  QO0474
 QO0474  STATE/COUNTY-  MN/ANOKA
 QO0474  COUNTRY     -  US
 QO0474  USGS QUAD   -  COON RAPIDS (1993)
 QO0474
 QO0474                         *CURRENT SURVEY CONTROL
 QO0474  ______________________________________________________________________
 QO0474* NAD 83(1986) POSITION- 45 11 11.63   (N) 093 19 37.06   (W)   HD_HELD1  
 QO0474* NAVD 88 ORTHO HEIGHT -   265.220  (meters)     870.14  (feet) ADJUSTED  
 QO0474  ______________________________________________________________________
 QO0474  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 QO0474  DYNAMIC HEIGHT  -        265.205 (meters)      870.09  (feet) COMP
 QO0474  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 QO0474
 QO0474  VERT ORDER      -  FIRST     CLASS I
 QO0474
 QO0474.The horizontal coordinates were established by differentially corrected
 QO0474.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0474.
 QO0474.The orthometric height was determined by differential leveling and
 QO0474.adjusted in June 1991.
 QO0474
 QO0474.Photographs are available for this station.
 QO0474
 QO0474.The dynamic height is computed by dividing the NAVD 88
 QO0474.geopotential number by the normal gravity value computed on the
 QO0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0474.degrees latitude (g = 980.6199 gals.).
 QO0474
 QO0474.The modeled gravity was interpolated from observed gravity values.
 QO0474
 QO0474;                    North         East    Units  Estimated Accuracy
 QO0474;SPC MN S     -   343,177.5     852,893.6     MT  (+/- 3 meters HH1 GPS) 
 QO0474
 QO0474                          SUPERSEDED SURVEY CONTROL
 QO0474
 QO0474  NGVD 29 (??/??/92)  265.132  (m)          869.85   (f) ADJ UNCH    1 1
 QO0474
 QO0474.Superseded values are not recommended for survey control.
 QO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0474.See file dsdata.txt to determine how the superseded data were derived.
 QO0474
 QO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7431403727(NAD 83)
 QO0474
 QO0474_MARKER: DB = BENCH MARK DISK
 QO0474_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0474_STAMPING: 0215 K 1970
 QO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0474+STABILITY: SURFACE MOTION
 QO0474
 QO0474  HISTORY     - Date     Condition        Report By
 QO0474  HISTORY     - 1970     MONUMENTED       MNDT
 QO0474  HISTORY     - 1970     GOOD             NGS
 QO0474
 QO0474                          STATION DESCRIPTION
 QO0474
 QO0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0474'4.2 MI E FROM ANOKA.
 QO0474'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET FROM THE CITY HALL AT
 QO0474'ANOKA, THENCE 0.4 MILE NORTH ALONG FERRY STREET WHICH IS STATE HIGHWAY
 QO0474'47, THENCE 3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 AND STATE
 QO0474'HIGHWAY 47, NEAR THE NORTH CORNER OF THE COON RAPIDS SENIOR HIGH
 QO0474'SCHOOL ATHLETIC FIELD, 96 FEET (SLOPE DISTANCE) SOUTHWEST OF THE
 QO0474'CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 109 FEET SOUTHEAST OF A
 QO0474'15-INCH OAK TREE, 91.5 FEET SOUTHEAST OF A METAL POST AT THE SOUTHEAST
 QO0474'END OF A CHAIN LINK FENCE, 0.8 FOOT NORTHEAST OF A METAL WITNESS POST,
 QO0474'ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 QO0474'CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. SECTION
 QO0474'10, T 31N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0468 ***********************************************************************
 QO0468  DESIGNATION -  0215 O
 QO0468  PID         -  QO0468
 QO0468  STATE/COUNTY-  MN/ANOKA
 QO0468  COUNTRY     -  US
 QO0468  USGS QUAD   -  COON RAPIDS (1993)
 QO0468
 QO0468                         *CURRENT SURVEY CONTROL
 QO0468  ______________________________________________________________________
 QO0468* NAD 83(1986) POSITION- 45 10 11.86   (N) 093 17 39.77   (W)   HD_HELD1  
 QO0468* NAVD 88 ORTHO HEIGHT -   273.078  (meters)     895.92  (feet) ADJUSTED  
 QO0468  ______________________________________________________________________
 QO0468  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0468  DYNAMIC HEIGHT  -        273.068 (meters)      895.89  (feet) COMP
 QO0468  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 QO0468
 QO0468  VERT ORDER      -  FIRST     CLASS I
 QO0468
 QO0468.The horizontal coordinates were established by differentially corrected
 QO0468.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0468.
 QO0468.The orthometric height was determined by differential leveling and
 QO0468.adjusted in June 1991.
 QO0468
 QO0468.Photographs are available for this station.
 QO0468
 QO0468.The dynamic height is computed by dividing the NAVD 88
 QO0468.geopotential number by the normal gravity value computed on the
 QO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0468.degrees latitude (g = 980.6199 gals.).
 QO0468
 QO0468.The modeled gravity was interpolated from observed gravity values.
 QO0468
 QO0468;                    North         East    Units  Estimated Accuracy
 QO0468;SPC MN S     -   341,354.1     855,469.9     MT  (+/- 3 meters HH1 GPS) 
 QO0468
 QO0468                          SUPERSEDED SURVEY CONTROL
 QO0468
 QO0468  NGVD 29 (??/??/92)  272.999  (m)          895.66   (f) ADJ UNCH    1 1
 QO0468
 QO0468.Superseded values are not recommended for survey control.
 QO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0468.See file dsdata.txt to determine how the superseded data were derived.
 QO0468
 QO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7686701873(NAD 83)
 QO0468
 QO0468_MARKER: Z = SEE DESCRIPTION
 QO0468_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0468_SP_SET: ABUTMENT
 QO0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0468
 QO0468  HISTORY     - Date     Condition        Report By
 QO0468  HISTORY     - UNK      MONUMENTED       MNDT
 QO0468  HISTORY     - 1970     GOOD             NGS
 QO0468
 QO0468                          STATION DESCRIPTION
 QO0468
 QO0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0468'3.8 MI N FROM COON RAPIDS.
 QO0468'ABOUT 1.05 MILES SOUTH ALONG E. RIVER BOULEVARD WHICH IS COUNTY ROAD 1
 QO0468'FROM THE CITY HALL AT COON RAPIDS, THENCE 1.2 MILES NORTHEAST ALONG
 QO0468'FOLEY BOULEVARD WHICH IS COUNTY ROAD 11, THENCE 1.55 MILES NORTHWEST
 QO0468'ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47, 20 FEET SOUTHWEST OF THE
 QO0468'CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, A 3/4-INCH BRASS
 QO0468'PLUG SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 QO0468'ABUTMENT OF HIGHWAY OVERPASS NUMBER 9721 WHICH IS THE MORE
 QO0468'NORTHEASTERLY OF TWO OVERPASSES FOR THE BURLINGTON NORTHERN RAILROAD,
 QO0468'0.7 FOOT SOUTH WEST OF THE CONCRETE FOUNDATION FOR THE SOUTHWEST
 QO0468'CONCRETE GUARDRAIL ON THE OVERPASS, AND ABOUT 1 FOOT ABOVE THE LEVEL
 QO0468'OF THE HIGHWAY.  SECTION 14, T 31N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0467 ***********************************************************************
 QO0467  DESIGNATION -  0215 P
 QO0467  PID         -  QO0467
 QO0467  STATE/COUNTY-  MN/ANOKA
 QO0467  COUNTRY     -  US
 QO0467  USGS QUAD   -  COON RAPIDS (1993)
 QO0467
 QO0467                         *CURRENT SURVEY CONTROL
 QO0467  ______________________________________________________________________
 QO0467* NAD 83(1996) POSITION- 45 10 09.49951(N) 093 17 38.01006(W)   ADJUSTED  
 QO0467* NAVD 88 ORTHO HEIGHT -   273.247  (meters)     896.48  (feet) ADJUSTED  
 QO0467  ______________________________________________________________________
 QO0467  LAPLACE CORR    -          4.89  (seconds)                    DEFLEC09
 QO0467  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0467  DYNAMIC HEIGHT  -        273.237 (meters)      896.45  (feet) COMP
 QO0467  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 QO0467
 QO0467  HORZ ORDER      -  SECOND
 QO0467  VERT ORDER      -  FIRST     CLASS I
 QO0467
 QO0467.The horizontal coordinates were established by classical geodetic methods
 QO0467.and adjusted by the National Geodetic Survey in March 1999.
 QO0467.
 QO0467.The orthometric height was determined by differential leveling and
 QO0467.adjusted in June 1991.
 QO0467
 QO0467.Photographs are available for this station.
 QO0467
 QO0467.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0467
 QO0467.The dynamic height is computed by dividing the NAVD 88
 QO0467.geopotential number by the normal gravity value computed on the
 QO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0467.degrees latitude (g = 980.6199 gals.).
 QO0467
 QO0467.The modeled gravity was interpolated from observed gravity values.
 QO0467
 QO0467. The following values were computed from the NAD 83(1996) position.
 QO0467
 QO0467;                    North         East     Units Scale Factor Converg.
 QO0467;SPC MN S     -   341,281.531   855,508.954   MT  0.99999000   +0 29 41.8
 QO0467;SPC MN S     - 1,119,687.82  2,806,782.29   sFT  0.99999000   +0 29 41.8
 QO0467;UTM  15      - 5,001,800.373   476,905.158   MT  0.99960656   -0 12 30.3
 QO0467
 QO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0467!SPC MN S     -   0.99996149  x   0.99999000  =   0.99995149
 QO0467!UTM  15      -   0.99996149  x   0.99960656  =   0.99956806
 QO0467
 QO0467                          SUPERSEDED SURVEY CONTROL
 QO0467
 QO0467  NAD 83(1986)-  45 10 09.49403(N)    093 17 38.00350(W) AD(       ) 2
 QO0467  NAD 27      -  45 10 09.61884(N)    093 17 37.18365(W) AD(       ) 2
 QO0467  NGVD 29 (??/??/92)  273.168  (m)          896.22   (f) ADJ UNCH    1 1
 QO0467
 QO0467.Superseded values are not recommended for survey control.
 QO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0467.See file dsdata.txt to determine how the superseded data were derived.
 QO0467
 QO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7690501800(NAD 83)
 QO0467
 QO0467_MARKER: DD = SURVEY DISK
 QO0467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0467_SP_SET: BRIDGE 9722
 QO0467_STAMPING: 0215 P 1970
 QO0467_MARK LOGO: MNHD  
 QO0467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0467+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2006
 QO0467
 QO0467  HISTORY     - Date     Condition        Report By
 QO0467  HISTORY     - 1970     MONUMENTED       MNHD
 QO0467  HISTORY     - 1974     GOOD             NGS
 QO0467  HISTORY     - 1975     GOOD             MNDT
 QO0467  HISTORY     - 1985     GOOD             USPSQD
 QO0467  HISTORY     - 20060628 GOOD             MNDT
 QO0467
 QO0467                          STATION DESCRIPTION
 QO0467
 QO0467'DESCRIBED BY MN HIGHWAY DEPT 1970 (DKH)
 QO0467'THE STATION IS LOCATED IN THE CITY OF COON RAPIDS.
 QO0467'
 QO0467'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QO0467'HIGHWAY 47 IN COON RAPIDS, GO NORTH ON TRUNK HIGHWAY 10 FOR 2.7
 QO0467'MILES.
 QO0467'
 QO0467'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 0215P 1970, IS SET
 QO0467'FLUSH IN THE TOP OF THE SOUTHWEST AND OF THE SOUTHEAST CONCRETE
 QO0467'ABUTMENT OF BRIDGE NUMBER 9722 WHICH IS THE MORE SOUTHWESTERLY OF
 QO0467'THE TWO HIGHWAY BRIDGES OVER THE RAILROAD TRACKS, 0.8 FOOT
 QO0467'SOUTHWEST OF THE CONCRETE GUARDRAIL AND IT IS ABOUT 1 FOOT ABOVE
 QO0467'THE LEVEL OF THE HIGHWAY.
 QO0467'
 QO0467'NEAREST TOWN--COON RAPIDS.
 QO0467
 QO0467                          STATION RECOVERY (1974)
 QO0467
 QO0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QO0467'3.75 MI N FROM COON RAPIDS.
 QO0467'ABOUT 1.05 MILES SOUTH ALONG E. RIVER BOULEVARD WHICH IS COUNTY ROAD 1
 QO0467'FROM THE CITY HALL AT COON RAPIDS, THENCE 1.2 MILES NORTHEAST ALONG
 QO0467'FOLEY BOULEVARD WHICH IS COUNTY ROAD 11, THENCE 1.5 MILES NORTHWEST
 QO0467'ALONG U.S. HIGHWAY 10 AND STATE HIGHWAY 47, 20 FEET SOUTHWEST OF THE
 QO0467'CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, SET IN THE TOP OF
 QO0467'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF HIGHWAY
 QO0467'OVERPASS NUMBER 9722 WHICH IS THE MORE SOUTHWESTERLY OF 2 HIGHWAY
 QO0467'OVERPASSES FOR THE BURLINGTON NORTHERN RAILROAD, 0.8 FOOT SOUTHWEST OF
 QO0467'A CONCRETE POST IN A GUARDRAIL ON THE OVERPASS, AND ABOUT 1 FOOT ABOVE
 QO0467'THE LEVEL OF THE HIGHWAY.  SECTION 14, T 31N, R 24W.
 QO0467
 QO0467                          STATION RECOVERY (1975)
 QO0467
 QO0467'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 QO0467'THE MARK IS LOCATED 1.5 MILES NORTHWEST OF THE INTERCHANGE OF TRUNK
 QO0467'HIGHWAYS 47 AND 10 AND FOLEY BOULEVARD, ALONG TRUNK HIGHWAYS 47 AND
 QO0467'10 AT BURLINGTON NORTHERN RAILROAD OVERPASS. THE MARK IS LOCATED IN
 QO0467'THE SOUTHEAST CONCRETE ABUTMENT OF EASTBOUND TRUNK HIGHWAYS 47 AND 10
 QO0467'OVER RAILROAD (BRIDGE NO. 9722). THE MARK IS ABOUT 1.0 FOOT HIGHER
 QO0467'THAN THE ROAD.
 QO0467
 QO0467                          STATION RECOVERY (1985)
 QO0467
 QO0467'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0467'RECOVERED IN GOOD CONDITION.
 QO0467
 QO0467                          STATION RECOVERY (2006)
 QO0467
 QO0467'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO0467'IN COON RAPIDS, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE 9722
 QO0467'OVER RAILROAD (SOUTH BRIDGE), TO TRUNK HIGHWAY 10 MILEPOINT 230.35,
 QO0467'0.8 FEET SOUTHWEST OF GUARDRAIL, 110 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2080 ***********************************************************************
 QO2080  DESIGNATION -  0215 U
 QO2080  PID         -  QO2080
 QO2080  STATE/COUNTY-  MN/ANOKA
 QO2080  COUNTRY     -  US
 QO2080  USGS QUAD   -  ANOKA (1993)
 QO2080
 QO2080                         *CURRENT SURVEY CONTROL
 QO2080  ______________________________________________________________________
 QO2080* NAD 83(1986) POSITION- 45 12 17.35   (N) 093 23 22.98   (W)   HD_HELD1  
 QO2080* NAVD 88 ORTHO HEIGHT -   268.668  (meters)     881.45  (feet) ADJUSTED  
 QO2080  ______________________________________________________________________
 QO2080  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 QO2080  DYNAMIC HEIGHT  -        268.648 (meters)      881.39  (feet) COMP
 QO2080  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 QO2080
 QO2080  VERT ORDER      -  SECOND    CLASS I
 QO2080
 QO2080.The horizontal coordinates were established by differentially corrected
 QO2080.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2080.
 QO2080.The orthometric height was determined by differential leveling and
 QO2080.adjusted in June 1991.
 QO2080
 QO2080.Photographs are available for this station.
 QO2080
 QO2080.The dynamic height is computed by dividing the NAVD 88
 QO2080.geopotential number by the normal gravity value computed on the
 QO2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2080.degrees latitude (g = 980.6199 gals.).
 QO2080
 QO2080.The modeled gravity was interpolated from observed gravity values.
 QO2080
 QO2080;                    North         East    Units  Estimated Accuracy
 QO2080;SPC MN S     -   345,167.6     847,946.6     MT  (+/- 3 meters HH1 GPS) 
 QO2080
 QO2080                          SUPERSEDED SURVEY CONTROL
 QO2080
 QO2080.No superseded survey control is available for this station.
 QO2080
 QO2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6939305777(NAD 83)
 QO2080
 QO2080_MARKER: DB = BENCH MARK DISK
 QO2080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2080_SP_SET: BRIDGE WINGWALL
 QO2080_STAMPING: 0215 U 1979
 QO2080_MARK LOGO: MNDT  
 QO2080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2080
 QO2080  HISTORY     - Date     Condition        Report By
 QO2080  HISTORY     - 1979     MONUMENTED       MNDT
 QO2080  HISTORY     - 1980     GOOD             MNDT
 QO2080  HISTORY     - 19950825 GOOD             USPSQD
 QO2080
 QO2080                          STATION DESCRIPTION
 QO2080
 QO2080'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2080'IN ANOKA.
 QO2080'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 10 AND FERRY
 QO2080'STREET IN ANOKA IN BRIDGE NUMBER 9713 CARRYING FERRY STREET OVER
 QO2080'HIGHWAY 10 IN THE SE 1/4 OF SECTION 1, T31N, R25W.  THE MARK, A
 QO2080'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---0215 U 1979---, IS
 QO2080'SET IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9713.
 QO2080
 QO2080                          STATION RECOVERY (1980)
 QO2080
 QO2080'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2080'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO2080'IN THE TOWN OF ANOKA, IN THE SE 1/4 OF SECTION 1, T31N, R25W, IN THE
 QO2080'FERRY STREET BRIDGE OVER TRUNK HIGHWAY 10.  THE MARK, A STANDARD MNDT
 QO2080'VERTICAL CONTROL MONUMENT DISK STAMPED---0215 U 1979---, IS SET FLUSH
 QO2080'IN THE TOP OF THE WINGWALL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 QO2080'9713.
 QO2080
 QO2080                          STATION RECOVERY (1995)
 QO2080
 QO2080'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2454 ***********************************************************************
 QO2454  DESIGNATION -  0217 A
 QO2454  PID         -  QO2454
 QO2454  STATE/COUNTY-  MN/ANOKA
 QO2454  COUNTRY     -  US
 QO2454  USGS QUAD   -  COON RAPIDS (1993)
 QO2454
 QO2454                         *CURRENT SURVEY CONTROL
 QO2454  ______________________________________________________________________
 QO2454* NAD 83(1986) POSITION- 45 07 48.60   (N) 093 17 48.59   (W)   HD_HELD1  
 QO2454* NAVD 88 ORTHO HEIGHT -   249.273  (meters)     817.82  (feet) ADJUSTED  
 QO2454  ______________________________________________________________________
 QO2454  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO2454  DYNAMIC HEIGHT  -        249.268 (meters)      817.81  (feet) COMP
 QO2454  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 QO2454
 QO2454  VERT ORDER      -  SECOND    CLASS II
 QO2454
 QO2454.The horizontal coordinates were established by differentially corrected
 QO2454.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2454.
 QO2454.The orthometric height was determined by differential leveling and
 QO2454.adjusted in June 1995.
 QO2454
 QO2454.Photographs are available for this station.
 QO2454
 QO2454.The dynamic height is computed by dividing the NAVD 88
 QO2454.geopotential number by the normal gravity value computed on the
 QO2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2454.degrees latitude (g = 980.6199 gals.).
 QO2454
 QO2454.The modeled gravity was interpolated from observed gravity values.
 QO2454
 QO2454;                    North         East    Units  Estimated Accuracy
 QO2454;SPC MN S     -   336,930.1     855,315.3     MT  (+/- 3 meters HH1 GPS) 
 QO2454
 QO2454                          SUPERSEDED SURVEY CONTROL
 QO2454
 QO2454.No superseded survey control is available for this station.
 QO2454
 QO2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7665897453(NAD 83)
 QO2454
 QO2454_MARKER: DV = VERTICAL CONTROL DISK
 QO2454_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QO2454_SP_SET: TOWER FOOTING
 QO2454_STAMPING: 0217 A 1981
 QO2454_MARK LOGO: MNDT  
 QO2454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO2454+STABILITY: POSITION/ELEVATION WELL
 QO2454
 QO2454  HISTORY     - Date     Condition        Report By
 QO2454  HISTORY     - 1981     MONUMENTED       MNDT
 QO2454  HISTORY     - 19871011 GOOD             MNDT
 QO2454
 QO2454                          STATION DESCRIPTION
 QO2454
 QO2454'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2454'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 1.8 MI (2.9 KM)
 QO2454'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 610 FROM ITS JUNCTION WITH TRUNK
 QO2454'HIGHWAY 10 AND TRUNK HIGHWAY 47, IN THE SE 1/4 OF SECTION 35, T31N,
 QO2454'R24W.  THE MARK IS ABOUT 300 FT (91.4 M) SOUTH OF THE EAST END OF
 QO2454'BRIDGE NUMBER 27239, TRUNK HIGHWAY 610 OVER THE MISSISSIPPI RIVER.
 QO2454'THE MARK, A STANDARD VERTICAL CONTROL MONUMENT DISK STAMPED---0217 A
 QO2454'1981---, IS SET IN THE TOP OF A CONCRETE BASE OF A FOUR-LEG POWER
 QO2454'TRANSMISSION TOWER (UPA NUMBER 159).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2453 ***********************************************************************
 QO2453  DESIGNATION -  0217 B
 QO2453  PID         -  QO2453
 QO2453  STATE/COUNTY-  MN/ANOKA
 QO2453  COUNTRY     -  US
 QO2453  USGS QUAD   -  COON RAPIDS (1993)
 QO2453
 QO2453                         *CURRENT SURVEY CONTROL
 QO2453  ______________________________________________________________________
 QO2453* NAD 83(1986) POSITION- 45 07 47.     (N) 093 17 55.     (W)   SCALED    
 QO2453* NAVD 88 ORTHO HEIGHT -   257.856  (meters)     845.98  (feet) ADJUSTED  
 QO2453  ______________________________________________________________________
 QO2453  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO2453  DYNAMIC HEIGHT  -        257.851 (meters)      845.97  (feet) COMP
 QO2453  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QO2453
 QO2453  VERT ORDER      -  SECOND    CLASS II
 QO2453
 QO2453.The horizontal coordinates were scaled from a topographic map and have
 QO2453.an estimated accuracy of +/- 6 seconds.
 QO2453.
 QO2453.The orthometric height was determined by differential leveling and
 QO2453.adjusted in June 1995.
 QO2453
 QO2453.The dynamic height is computed by dividing the NAVD 88
 QO2453.geopotential number by the normal gravity value computed on the
 QO2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2453.degrees latitude (g = 980.6199 gals.).
 QO2453
 QO2453.The modeled gravity was interpolated from observed gravity values.
 QO2453
 QO2453;                    North         East    Units  Estimated Accuracy
 QO2453;SPC MN S     -   336,880.      855,180.      MT  (+/- 180 meters Scaled)
 QO2453
 QO2453                          SUPERSEDED SURVEY CONTROL
 QO2453
 QO2453.No superseded survey control is available for this station.
 QO2453
 QO2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765974(NAD 83)
 QO2453
 QO2453_MARKER: DV = VERTICAL CONTROL DISK
 QO2453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2453_SP_SET: BRIDGE RAIL
 QO2453_STAMPING: 0217 B 1987
 QO2453_MARK LOGO: MNDT  
 QO2453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2453
 QO2453  HISTORY     - Date     Condition        Report By
 QO2453  HISTORY     - 1987     MONUMENTED       MNDT
 QO2453
 QO2453                          STATION DESCRIPTION
 QO2453
 QO2453'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2453'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, 1.9 MI (3.1 KM)
 QO2453'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 610 FROM ITS JUNCTION WITH TRUNK
 QO2453'HIGHWAY 10 AND TRUNK HIGHWAY 47 IN COON RAPIDS, IN THE SW 1/4 OF
 QO2453'SECTION 35, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2453'MONUMENT DISK STAMPED---0217 B 1987---, IS SET IN THE TOP OF THE
 QO2453'CRASH RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27239, TRUNK
 QO2453'HIGHWAY 610 OVER THE MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2455 ***********************************************************************
 QO2455  DESIGNATION -  0217 C
 QO2455  PID         -  QO2455
 QO2455  STATE/COUNTY-  MN/ANOKA
 QO2455  COUNTRY     -  US
 QO2455  USGS QUAD   -  COON RAPIDS (1993)
 QO2455
 QO2455                         *CURRENT SURVEY CONTROL
 QO2455  ______________________________________________________________________
 QO2455* NAD 83(1986) POSITION- 45 08 08.57   (N) 093 17 46.18   (W)   HD_HELD1  
 QO2455* NAVD 88 ORTHO HEIGHT -   252.040  (meters)     826.90  (feet) ADJUSTED  
 QO2455  ______________________________________________________________________
 QO2455  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO2455  DYNAMIC HEIGHT  -        252.035 (meters)      826.88  (feet) COMP
 QO2455  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QO2455
 QO2455  VERT ORDER      -  SECOND    CLASS II
 QO2455
 QO2455.The horizontal coordinates were established by differentially corrected
 QO2455.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2455.
 QO2455.The orthometric height was determined by differential leveling and
 QO2455.adjusted in June 1995.
 QO2455
 QO2455.Photographs are available for this station.
 QO2455
 QO2455.The dynamic height is computed by dividing the NAVD 88
 QO2455.geopotential number by the normal gravity value computed on the
 QO2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2455.degrees latitude (g = 980.6199 gals.).
 QO2455
 QO2455.The modeled gravity was interpolated from observed gravity values.
 QO2455
 QO2455;                    North         East    Units  Estimated Accuracy
 QO2455;SPC MN S     -   337,547.0     855,362.7     MT  (+/- 3 meters HH1 GPS) 
 QO2455
 QO2455                          SUPERSEDED SURVEY CONTROL
 QO2455
 QO2455.No superseded survey control is available for this station.
 QO2455
 QO2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671398069(NAD 83)
 QO2455
 QO2455_MARKER: DV = VERTICAL CONTROL DISK
 QO2455_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QO2455_SP_SET: TOWER FOOTING
 QO2455_STAMPING: 0217 C 1981
 QO2455_MARK LOGO: MNDT  
 QO2455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO2455+STABILITY: POSITION/ELEVATION WELL
 QO2455
 QO2455  HISTORY     - Date     Condition        Report By
 QO2455  HISTORY     - 1981     MONUMENTED       MNDT
 QO2455  HISTORY     - 19871011 GOOD             MNDT
 QO2455
 QO2455                          STATION DESCRIPTION
 QO2455
 QO2455'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2455'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2455'SECTION 35, T31N, R24W.  THE MARK IS ABOUT 1200 FT (365.8 M) EAST OF
 QO2455'THE EAST BANK OF THE MISSISSIPPI RIVER, 570 FT (173.7 M) NORTHWEST
 QO2455'OF EASTBOUND TRUNK HIGHWAY 610 STATION 729, AND 120 FT (36.6 M)
 QO2455'NORTH OF A FOUR-LEG TRANSMISSION TOWER.  THE MARK, A STANDARD MNDT
 QO2455'VERTICAL CONTROL MONUMENT DISK STAMPED---0217 C 1981---, IS SET IN
 QO2455'THE TOP OF THE CONCRETE BASE AT THE SOUTHWEST CORNER OF STEEL POLE
 QO2455'TOWER NUMBER 5 (NSP).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2456 ***********************************************************************
 QO2456  DESIGNATION -  0217 D
 QO2456  PID         -  QO2456
 QO2456  STATE/COUNTY-  MN/ANOKA
 QO2456  COUNTRY     -  US
 QO2456  USGS QUAD   -  COON RAPIDS (1993)
 QO2456
 QO2456                         *CURRENT SURVEY CONTROL
 QO2456  ______________________________________________________________________
 QO2456* NAD 83(1986) POSITION- 45 08 05.     (N) 093 17 37.     (W)   SCALED    
 QO2456* NAVD 88 ORTHO HEIGHT -   265.418  (meters)     870.79  (feet) ADJUSTED  
 QO2456  ______________________________________________________________________
 QO2456  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO2456  DYNAMIC HEIGHT  -        265.412 (meters)      870.77  (feet) COMP
 QO2456  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QO2456
 QO2456  VERT ORDER      -  SECOND    CLASS II
 QO2456
 QO2456.The horizontal coordinates were scaled from a topographic map and have
 QO2456.an estimated accuracy of +/- 6 seconds.
 QO2456.
 QO2456.The orthometric height was determined by differential leveling and
 QO2456.adjusted in June 1995.
 QO2456
 QO2456.Photographs are available for this station.
 QO2456
 QO2456.The dynamic height is computed by dividing the NAVD 88
 QO2456.geopotential number by the normal gravity value computed on the
 QO2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2456.degrees latitude (g = 980.6199 gals.).
 QO2456
 QO2456.The modeled gravity was interpolated from observed gravity values.
 QO2456
 QO2456;                    North         East    Units  Estimated Accuracy
 QO2456;SPC MN S     -   337,440.      855,560.      MT  (+/- 180 meters Scaled)
 QO2456
 QO2456                          SUPERSEDED SURVEY CONTROL
 QO2456
 QO2456.No superseded survey control is available for this station.
 QO2456
 QO2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK769979(NAD 83)
 QO2456
 QO2456_MARKER: DV = VERTICAL CONTROL DISK
 QO2456_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QO2456_SP_SET: TOWER FOOTING
 QO2456_STAMPING: 0217 D 1981
 QO2456_MARK LOGO: MNDT  
 QO2456_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO2456+STABILITY: POSITION/ELEVATION WELL
 QO2456
 QO2456  HISTORY     - Date     Condition        Report By
 QO2456  HISTORY     - 1981     MONUMENTED       MNDT
 QO2456  HISTORY     - 19871011 GOOD             MNDT
 QO2456
 QO2456                          STATION DESCRIPTION
 QO2456
 QO2456'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2456'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2456'SECTION 35, T31N, R24W.  THE MARK IS ABOUT 0.25 MI (0.40 KM) WEST OF
 QO2456'EAST RIVER ROAD, 330 FT (100.6 M) SOUTHEAST OF EASTBOUND TRUNK
 QO2456'HIGHWAY 610 STATION 734, ABOUT 40 FT (12.2 M) NORTH OF AN ACCESS
 QO2456'ROAD, AND 70 FT (21.3 M) NORTH OF UPA STEEL POLE NUMBER 162.  THE
 QO2456'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0217 D
 QO2456'1981---, IS SET IN THE TOP OF THE CONCRETE BASE AT THE SOUTHWEST
 QO2456'CORNER OF STEEL POLE TOWER NUMBER 4 (NSP).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2465 ***********************************************************************
 QO2465  DESIGNATION -  0217 E
 QO2465  PID         -  QO2465
 QO2465  STATE/COUNTY-  MN/ANOKA
 QO2465  COUNTRY     -  US
 QO2465  USGS QUAD   -  COON RAPIDS (1993)
 QO2465
 QO2465                         *CURRENT SURVEY CONTROL
 QO2465  ______________________________________________________________________
 QO2465* NAD 83(1986) POSITION- 45 08 41.     (N) 093 16 55.     (W)   SCALED    
 QO2465* NAVD 88 ORTHO HEIGHT -   270.106  (meters)     886.17  (feet) ADJUSTED  
 QO2465  ______________________________________________________________________
 QO2465  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 QO2465  DYNAMIC HEIGHT  -        270.100 (meters)      886.15  (feet) COMP
 QO2465  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 QO2465
 QO2465  VERT ORDER      -  SECOND    CLASS II
 QO2465
 QO2465.The horizontal coordinates were scaled from a topographic map and have
 QO2465.an estimated accuracy of +/- 6 seconds.
 QO2465.
 QO2465.The orthometric height was determined by differential leveling and
 QO2465.adjusted in June 1995.
 QO2465
 QO2465.The dynamic height is computed by dividing the NAVD 88
 QO2465.geopotential number by the normal gravity value computed on the
 QO2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2465.degrees latitude (g = 980.6199 gals.).
 QO2465
 QO2465.The modeled gravity was interpolated from observed gravity values.
 QO2465
 QO2465;                    North         East    Units  Estimated Accuracy
 QO2465;SPC MN S     -   338,560.      856,470.      MT  (+/- 180 meters Scaled)
 QO2465
 QO2465                          SUPERSEDED SURVEY CONTROL
 QO2465
 QO2465.No superseded survey control is available for this station.
 QO2465
 QO2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK778990(NAD 83)
 QO2465
 QO2465_MARKER: DV = VERTICAL CONTROL DISK
 QO2465_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2465_SP_SET: BASE OF SIGNAL
 QO2465_STAMPING: 0217 E 1981
 QO2465_MARK LOGO: MNDT  
 QO2465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2465+STABILITY: SURFACE MOTION
 QO2465
 QO2465  HISTORY     - Date     Condition        Report By
 QO2465  HISTORY     - 1981     MONUMENTED       MNDT
 QO2465  HISTORY     - 19871011 GOOD             MNDT
 QO2465
 QO2465                          STATION DESCRIPTION
 QO2465
 QO2465'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2465'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NORTHEAST
 QO2465'CORNER OF FOLEY BOULEVARD, COUNTY ROAD 11, COON RAPIDS BOULEVARD, AND
 QO2465'COUNTY ROAD 3, IN THE SW 1/4 OF SECTION 25, T31N, R24W.  THE MARK, A
 QO2465'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0217 E
 QO2465'1981---, IS SET FLUSH IN A DRILL HOLE IN THE EAST SIDE OF THE
 QO2465'CONCRETE BASE OF A SIGNAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2460 ***********************************************************************
 QO2460  DESIGNATION -  0217 G
 QO2460  PID         -  QO2460
 QO2460  STATE/COUNTY-  MN/ANOKA
 QO2460  COUNTRY     -  US
 QO2460  USGS QUAD   -  COON RAPIDS (1993)
 QO2460
 QO2460                         *CURRENT SURVEY CONTROL
 QO2460  ______________________________________________________________________
 QO2460* NAD 83(1986) POSITION- 45 08 18.     (N) 093 17 25.     (W)   SCALED    
 QO2460* NAVD 88 ORTHO HEIGHT -   277.987  (meters)     912.03  (feet) ADJUSTED  
 QO2460  ______________________________________________________________________
 QO2460  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2460  DYNAMIC HEIGHT  -        277.981 (meters)      912.01  (feet) COMP
 QO2460  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 QO2460
 QO2460  VERT ORDER      -  SECOND    CLASS II
 QO2460
 QO2460.The horizontal coordinates were scaled from a topographic map and have
 QO2460.an estimated accuracy of +/- 6 seconds.
 QO2460.
 QO2460.The orthometric height was determined by differential leveling and
 QO2460.adjusted in June 1995.
 QO2460
 QO2460.The dynamic height is computed by dividing the NAVD 88
 QO2460.geopotential number by the normal gravity value computed on the
 QO2460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2460.degrees latitude (g = 980.6199 gals.).
 QO2460
 QO2460.The modeled gravity was interpolated from observed gravity values.
 QO2460
 QO2460;                    North         East    Units  Estimated Accuracy
 QO2460;SPC MN S     -   337,840.      855,820.      MT  (+/- 180 meters Scaled)
 QO2460
 QO2460                          SUPERSEDED SURVEY CONTROL
 QO2460
 QO2460.No superseded survey control is available for this station.
 QO2460
 QO2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771983(NAD 83)
 QO2460
 QO2460_MARKER: DV = VERTICAL CONTROL DISK
 QO2460_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2460_SP_SET: BRIDGE RAILING
 QO2460_STAMPING: 0217 G 1987
 QO2460_MARK LOGO: MNDT  
 QO2460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2460
 QO2460  HISTORY     - Date     Condition        Report By
 QO2460  HISTORY     - 1987     MONUMENTED       MNDT
 QO2460
 QO2460                          STATION DESCRIPTION
 QO2460
 QO2460'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2460'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2460'SECTION 35, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2460'MONUMENT DISK STAMPED---0217 G 1987---, IS SET IN THE TOP OF THE
 QO2460'BRIDGE RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 02023, TRUNK
 QO2460'HIGHWAY 610 WESTBOUND OVER EAST RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2459 ***********************************************************************
 QO2459  DESIGNATION -  0217 G 2
 QO2459  PID         -  QO2459
 QO2459  STATE/COUNTY-  MN/ANOKA
 QO2459  COUNTRY     -  US
 QO2459  USGS QUAD   -  COON RAPIDS (1993)
 QO2459
 QO2459                         *CURRENT SURVEY CONTROL
 QO2459  ______________________________________________________________________
 QO2459* NAD 83(1986) POSITION- 45 08 18.     (N) 093 17 26.     (W)   SCALED    
 QO2459* NAVD 88 ORTHO HEIGHT -   277.858  (meters)     911.61  (feet) ADJUSTED  
 QO2459  ______________________________________________________________________
 QO2459  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2459  DYNAMIC HEIGHT  -        277.853 (meters)      911.59  (feet) COMP
 QO2459  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QO2459
 QO2459  VERT ORDER      -  SECOND    CLASS II
 QO2459
 QO2459.The horizontal coordinates were scaled from a topographic map and have
 QO2459.an estimated accuracy of +/- 6 seconds.
 QO2459.
 QO2459.The orthometric height was determined by differential leveling and
 QO2459.adjusted in June 1995.
 QO2459
 QO2459.The dynamic height is computed by dividing the NAVD 88
 QO2459.geopotential number by the normal gravity value computed on the
 QO2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2459.degrees latitude (g = 980.6199 gals.).
 QO2459
 QO2459.The modeled gravity was interpolated from observed gravity values.
 QO2459
 QO2459;                    North         East    Units  Estimated Accuracy
 QO2459;SPC MN S     -   337,840.      855,800.      MT  (+/- 180 meters Scaled)
 QO2459
 QO2459                          SUPERSEDED SURVEY CONTROL
 QO2459
 QO2459.No superseded survey control is available for this station.
 QO2459
 QO2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771983(NAD 83)
 QO2459
 QO2459_MARKER: DV = VERTICAL CONTROL DISK
 QO2459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2459_SP_SET: BRIDGE RAILING
 QO2459_STAMPING: 0217 G 2 1987
 QO2459_MARK LOGO: MNDT  
 QO2459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2459
 QO2459  HISTORY     - Date     Condition        Report By
 QO2459  HISTORY     - 1987     MONUMENTED       MNDT
 QO2459
 QO2459                          STATION DESCRIPTION
 QO2459
 QO2459'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2459'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2459'SECTION 35, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2459'MONUMENT DISK STAMPED---0217 G 2 1987---, IS SET IN THE TOP OF THE
 QO2459'BRIDGE RAIL IN THE NORTHWEST CORNER OF BRIDGE NUMBER 02023, TRUNK
 QO2459'HIGHWAY 610 WESTBOUND OVER EAST RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2457 ***********************************************************************
 QO2457  DESIGNATION -  0217 H
 QO2457  PID         -  QO2457
 QO2457  STATE/COUNTY-  MN/ANOKA
 QO2457  COUNTRY     -  US
 QO2457  USGS QUAD   -  COON RAPIDS (1993)
 QO2457
 QO2457                         *CURRENT SURVEY CONTROL
 QO2457  ______________________________________________________________________
 QO2457* NAD 83(1986) POSITION- 45 08 18.     (N) 093 17 26.     (W)   SCALED    
 QO2457* NAVD 88 ORTHO HEIGHT -   277.453  (meters)     910.28  (feet) ADJUSTED  
 QO2457  ______________________________________________________________________
 QO2457  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2457  DYNAMIC HEIGHT  -        277.447 (meters)      910.26  (feet) COMP
 QO2457  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QO2457
 QO2457  VERT ORDER      -  SECOND    CLASS II
 QO2457
 QO2457.The horizontal coordinates were scaled from a topographic map and have
 QO2457.an estimated accuracy of +/- 6 seconds.
 QO2457.
 QO2457.The orthometric height was determined by differential leveling and
 QO2457.adjusted in June 1995.
 QO2457
 QO2457.The dynamic height is computed by dividing the NAVD 88
 QO2457.geopotential number by the normal gravity value computed on the
 QO2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2457.degrees latitude (g = 980.6199 gals.).
 QO2457
 QO2457.The modeled gravity was interpolated from observed gravity values.
 QO2457
 QO2457;                    North         East    Units  Estimated Accuracy
 QO2457;SPC MN S     -   337,840.      855,800.      MT  (+/- 180 meters Scaled)
 QO2457
 QO2457                          SUPERSEDED SURVEY CONTROL
 QO2457
 QO2457.No superseded survey control is available for this station.
 QO2457
 QO2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771983(NAD 83)
 QO2457
 QO2457_MARKER: DV = VERTICAL CONTROL DISK
 QO2457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2457_SP_SET: BRIDGE RAILING
 QO2457_STAMPING: 0217 H 1987
 QO2457_MARK LOGO: MNDT  
 QO2457_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2457
 QO2457  HISTORY     - Date     Condition        Report By
 QO2457  HISTORY     - 1987     MONUMENTED       MNDT
 QO2457
 QO2457                          STATION DESCRIPTION
 QO2457
 QO2457'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2457'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2457'SECTION 35, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2457'MONUMENT DISK STAMPED---0217 H 1987---, IS SET IN THE TOP OF THE
 QO2457'BRIDGE RAIL IN THE NORTHWEST CORNER OF BRIDGE NUMBER 02024, TRUNK
 QO2457'HIGHWAY 610 EASTBOUND OVER EAST RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2458 ***********************************************************************
 QO2458  DESIGNATION -  0217 H 2
 QO2458  PID         -  QO2458
 QO2458  STATE/COUNTY-  MN/ANOKA
 QO2458  COUNTRY     -  US
 QO2458  USGS QUAD   -  COON RAPIDS (1993)
 QO2458
 QO2458                         *CURRENT SURVEY CONTROL
 QO2458  ______________________________________________________________________
 QO2458* NAD 83(1986) POSITION- 45 08 18.     (N) 093 17 25.     (W)   SCALED    
 QO2458* NAVD 88 ORTHO HEIGHT -   277.546  (meters)     910.58  (feet) ADJUSTED  
 QO2458  ______________________________________________________________________
 QO2458  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2458  DYNAMIC HEIGHT  -        277.541 (meters)      910.57  (feet) COMP
 QO2458  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 QO2458
 QO2458  VERT ORDER      -  SECOND    CLASS II
 QO2458
 QO2458.The horizontal coordinates were scaled from a topographic map and have
 QO2458.an estimated accuracy of +/- 6 seconds.
 QO2458.
 QO2458.The orthometric height was determined by differential leveling and
 QO2458.adjusted in June 1995.
 QO2458
 QO2458.The dynamic height is computed by dividing the NAVD 88
 QO2458.geopotential number by the normal gravity value computed on the
 QO2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2458.degrees latitude (g = 980.6199 gals.).
 QO2458
 QO2458.The modeled gravity was interpolated from observed gravity values.
 QO2458
 QO2458;                    North         East    Units  Estimated Accuracy
 QO2458;SPC MN S     -   337,840.      855,820.      MT  (+/- 180 meters Scaled)
 QO2458
 QO2458                          SUPERSEDED SURVEY CONTROL
 QO2458
 QO2458.No superseded survey control is available for this station.
 QO2458
 QO2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771983(NAD 83)
 QO2458
 QO2458_MARKER: DV = VERTICAL CONTROL DISK
 QO2458_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2458_SP_SET: BRIDGE RAILING
 QO2458_STAMPING: 0217 H 2 1987
 QO2458_MARK LOGO: MNDT  
 QO2458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2458
 QO2458  HISTORY     - Date     Condition        Report By
 QO2458  HISTORY     - 1987     MONUMENTED       MNDT
 QO2458
 QO2458                          STATION DESCRIPTION
 QO2458
 QO2458'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2458'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE NE 1/4 OF
 QO2458'SECTION 35, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2458'MONUMENT DISK STAMPED---0217 H 2 1987---, IS SET IN THE TOP OF THE
 QO2458'BRIDGE RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 02024, TRUNK
 QO2458'HIGHWAY 610 EASTBOUND OVER EAST RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2464 ***********************************************************************
 QO2464  DESIGNATION -  0217 J
 QO2464  PID         -  QO2464
 QO2464  STATE/COUNTY-  MN/ANOKA
 QO2464  COUNTRY     -  US
 QO2464  USGS QUAD   -  COON RAPIDS (1993)
 QO2464
 QO2464                         *CURRENT SURVEY CONTROL
 QO2464  ______________________________________________________________________
 QO2464* NAD 83(1986) POSITION- 45 08 21.     (N) 093 17 16.     (W)   SCALED    
 QO2464* NAVD 88 ORTHO HEIGHT -   279.039  (meters)     915.48  (feet) ADJUSTED  
 QO2464  ______________________________________________________________________
 QO2464  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2464  DYNAMIC HEIGHT  -        279.033 (meters)      915.46  (feet) COMP
 QO2464  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2464
 QO2464  VERT ORDER      -  SECOND    CLASS II
 QO2464
 QO2464.The horizontal coordinates were scaled from a topographic map and have
 QO2464.an estimated accuracy of +/- 6 seconds.
 QO2464.
 QO2464.The orthometric height was determined by differential leveling and
 QO2464.adjusted in June 1995.
 QO2464
 QO2464.The dynamic height is computed by dividing the NAVD 88
 QO2464.geopotential number by the normal gravity value computed on the
 QO2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2464.degrees latitude (g = 980.6199 gals.).
 QO2464
 QO2464.The modeled gravity was interpolated from observed gravity values.
 QO2464
 QO2464;                    North         East    Units  Estimated Accuracy
 QO2464;SPC MN S     -   337,940.      856,020.      MT  (+/- 180 meters Scaled)
 QO2464
 QO2464                          SUPERSEDED SURVEY CONTROL
 QO2464
 QO2464.No superseded survey control is available for this station.
 QO2464
 QO2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773984(NAD 83)
 QO2464
 QO2464_MARKER: DV = VERTICAL CONTROL DISK
 QO2464_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2464_SP_SET: BRIDGE RAILING
 QO2464_STAMPING: 0217 J 1987
 QO2464_MARK LOGO: MNDT  
 QO2464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2464
 QO2464  HISTORY     - Date     Condition        Report By
 QO2464  HISTORY     - 1987     MONUMENTED       MNDT
 QO2464
 QO2464                          STATION DESCRIPTION
 QO2464
 QO2464'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2464'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SE 1/4 OF
 QO2464'SECTION 26, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2464'MONUMENT DISK STAMPED---0217 J 1987---, IS SET IN THE TOP OF THE
 QO2464'BRIDGE RAIL IN THE NORTHWEST CORNER OF BRIDGE NUMBER 02025, TRUNK
 QO2464'HIGHWAY 610 WESTBOUND OVER THE BURLINGTON NORTHERN RAILROAD (USE AS
 QO2464'UE ONLY).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2463 ***********************************************************************
 QO2463  DESIGNATION -  0217 J 2
 QO2463  PID         -  QO2463
 QO2463  STATE/COUNTY-  MN/ANOKA
 QO2463  COUNTRY     -  US
 QO2463  USGS QUAD   -  COON RAPIDS (1993)
 QO2463
 QO2463                         *CURRENT SURVEY CONTROL
 QO2463  ______________________________________________________________________
 QO2463* NAD 83(1986) POSITION- 45 08 21.     (N) 093 17 16.     (W)   SCALED    
 QO2463* NAVD 88 ORTHO HEIGHT -   279.138  (meters)     915.81  (feet) ADJUSTED  
 QO2463  ______________________________________________________________________
 QO2463  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2463  DYNAMIC HEIGHT  -        279.132 (meters)      915.79  (feet) COMP
 QO2463  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2463
 QO2463  VERT ORDER      -  SECOND    CLASS II
 QO2463
 QO2463.The horizontal coordinates were scaled from a topographic map and have
 QO2463.an estimated accuracy of +/- 6 seconds.
 QO2463.
 QO2463.The orthometric height was determined by differential leveling and
 QO2463.adjusted in June 1995.
 QO2463
 QO2463.The dynamic height is computed by dividing the NAVD 88
 QO2463.geopotential number by the normal gravity value computed on the
 QO2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2463.degrees latitude (g = 980.6199 gals.).
 QO2463
 QO2463.The modeled gravity was interpolated from observed gravity values.
 QO2463
 QO2463;                    North         East    Units  Estimated Accuracy
 QO2463;SPC MN S     -   337,940.      856,020.      MT  (+/- 180 meters Scaled)
 QO2463
 QO2463                          SUPERSEDED SURVEY CONTROL
 QO2463
 QO2463.No superseded survey control is available for this station.
 QO2463
 QO2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773984(NAD 83)
 QO2463
 QO2463_MARKER: DV = VERTICAL CONTROL DISK
 QO2463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2463_SP_SET: BRIDGE RAILING
 QO2463_STAMPING: 0217 J 2 1987
 QO2463_MARK LOGO: MNDT  
 QO2463_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2463
 QO2463  HISTORY     - Date     Condition        Report By
 QO2463  HISTORY     - 1987     MONUMENTED       MNDT
 QO2463
 QO2463                          STATION DESCRIPTION
 QO2463
 QO2463'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2463'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SE 1/4 OF
 QO2463'SECTION 26, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2463'MONUMENT DISK STAMPED---0217 J 2 1987---, IS SET IN THE TOP OF THE
 QO2463'BRIDGE RAIL IN THE NORTHEAST CORNER OF BRIDGE NUMBER 02025, TRUNK
 QO2463'HIGHWAY 610 WESTBOUND OVER THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2461 ***********************************************************************
 QO2461  DESIGNATION -  0217 K
 QO2461  PID         -  QO2461
 QO2461  STATE/COUNTY-  MN/ANOKA
 QO2461  COUNTRY     -  US
 QO2461  USGS QUAD   -  COON RAPIDS (1993)
 QO2461
 QO2461                         *CURRENT SURVEY CONTROL
 QO2461  ______________________________________________________________________
 QO2461* NAD 83(1986) POSITION- 45 08 22.52   (N) 093 17 15.66   (W)   HD_HELD1  
 QO2461* NAVD 88 ORTHO HEIGHT -   279.056  (meters)     915.54  (feet) ADJUSTED  
 QO2461  ______________________________________________________________________
 QO2461  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2461  DYNAMIC HEIGHT  -        279.050 (meters)      915.52  (feet) COMP
 QO2461  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2461
 QO2461  VERT ORDER      -  SECOND    CLASS II
 QO2461
 QO2461.The horizontal coordinates were established by differentially corrected
 QO2461.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2461.
 QO2461.The orthometric height was determined by differential leveling and
 QO2461.adjusted in June 1995.
 QO2461
 QO2461.Photographs are available for this station.
 QO2461
 QO2461.The dynamic height is computed by dividing the NAVD 88
 QO2461.geopotential number by the normal gravity value computed on the
 QO2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2461.degrees latitude (g = 980.6199 gals.).
 QO2461
 QO2461.The modeled gravity was interpolated from observed gravity values.
 QO2461
 QO2461;                    North         East    Units  Estimated Accuracy
 QO2461;SPC MN S     -   337,983.4     856,025.8     MT  (+/- 3 meters HH1 GPS) 
 QO2461
 QO2461                          SUPERSEDED SURVEY CONTROL
 QO2461
 QO2461.No superseded survey control is available for this station.
 QO2461
 QO2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7738198497(NAD 83)
 QO2461
 QO2461_MARKER: DV = VERTICAL CONTROL DISK
 QO2461_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2461_SP_SET: BRIDGE RAILING
 QO2461_STAMPING: 0217 K 1987
 QO2461_MARK LOGO: MNDT  
 QO2461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2461
 QO2461  HISTORY     - Date     Condition        Report By
 QO2461  HISTORY     - 1987     MONUMENTED       MNDT
 QO2461
 QO2461                          STATION DESCRIPTION
 QO2461
 QO2461'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2461'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SE 1/4 OF
 QO2461'SECTION 26, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2461'MONUMENT DISK STAMPED---0217 K 1987---, IS SET IN THE TOP OF THE
 QO2461'BRIDGE RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 02026, TRUNK
 QO2461'HIGHWAY 610 EASTBOUND OVER THE BURLINGTON NORTHERN RAILROAD (USE AS
 QO2461'UE ONLY).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2462 ***********************************************************************
 QO2462  DESIGNATION -  0217 K 2
 QO2462  PID         -  QO2462
 QO2462  STATE/COUNTY-  MN/ANOKA
 QO2462  COUNTRY     -  US
 QO2462  USGS QUAD   -  COON RAPIDS (1993)
 QO2462
 QO2462                         *CURRENT SURVEY CONTROL
 QO2462  ______________________________________________________________________
 QO2462* NAD 83(1986) POSITION- 45 08 22.23   (N) 093 17 16.34   (W)   HD_HELD1  
 QO2462* NAVD 88 ORTHO HEIGHT -   279.011  (meters)     915.39  (feet) ADJUSTED  
 QO2462  ______________________________________________________________________
 QO2462  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2462  DYNAMIC HEIGHT  -        279.005 (meters)      915.37  (feet) COMP
 QO2462  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2462
 QO2462  VERT ORDER      -  SECOND    CLASS II
 QO2462
 QO2462.The horizontal coordinates were established by differentially corrected
 QO2462.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2462.
 QO2462.The orthometric height was determined by differential leveling and
 QO2462.adjusted in June 1995.
 QO2462
 QO2462.Photographs are available for this station.
 QO2462
 QO2462.The dynamic height is computed by dividing the NAVD 88
 QO2462.geopotential number by the normal gravity value computed on the
 QO2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2462.degrees latitude (g = 980.6199 gals.).
 QO2462
 QO2462.The modeled gravity was interpolated from observed gravity values.
 QO2462
 QO2462;                    North         East    Units  Estimated Accuracy
 QO2462;SPC MN S     -   337,974.3     856,011.0     MT  (+/- 3 meters HH1 GPS) 
 QO2462
 QO2462                          SUPERSEDED SURVEY CONTROL
 QO2462
 QO2462.No superseded survey control is available for this station.
 QO2462
 QO2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736698488(NAD 83)
 QO2462
 QO2462_MARKER: DV = VERTICAL CONTROL DISK
 QO2462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2462_SP_SET: BRIDGE RAILING
 QO2462_STAMPING: 0217 K 2 1987
 QO2462_MARK LOGO: MNDT  
 QO2462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2462
 QO2462  HISTORY     - Date     Condition        Report By
 QO2462  HISTORY     - 1987     MONUMENTED       MNDT
 QO2462
 QO2462                          STATION DESCRIPTION
 QO2462
 QO2462'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2462'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SE 1/4 OF
 QO2462'SECTION 26, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2462'MONUMENT DISK STAMPED---0217 K 2 1987---, IS SET IN THE TOP OF THE
 QO2462'BRIDGE RAIL IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 02026, TRUNK
 QO2462'HIGHWAY 610 EASTBOUND OVER THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2466 ***********************************************************************
 QO2466  DESIGNATION -  0217 L
 QO2466  PID         -  QO2466
 QO2466  STATE/COUNTY-  MN/ANOKA
 QO2466  COUNTRY     -  US
 QO2466  USGS QUAD   -  COON RAPIDS (1993)
 QO2466
 QO2466                         *CURRENT SURVEY CONTROL
 QO2466  ______________________________________________________________________
 QO2466* NAD 83(1986) POSITION- 45 08 34.     (N) 093 16 46.     (W)   SCALED    
 QO2466* NAVD 88 ORTHO HEIGHT -   279.822  (meters)     918.05  (feet) ADJUSTED  
 QO2466  ______________________________________________________________________
 QO2466  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 QO2466  DYNAMIC HEIGHT  -        279.816 (meters)      918.03  (feet) COMP
 QO2466  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 QO2466
 QO2466  VERT ORDER      -  SECOND    CLASS II
 QO2466
 QO2466.The horizontal coordinates were scaled from a topographic map and have
 QO2466.an estimated accuracy of +/- 6 seconds.
 QO2466.
 QO2466.The orthometric height was determined by differential leveling and
 QO2466.adjusted in June 1995.
 QO2466
 QO2466.The dynamic height is computed by dividing the NAVD 88
 QO2466.geopotential number by the normal gravity value computed on the
 QO2466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2466.degrees latitude (g = 980.6199 gals.).
 QO2466
 QO2466.The modeled gravity was interpolated from observed gravity values.
 QO2466
 QO2466;                    North         East    Units  Estimated Accuracy
 QO2466;SPC MN S     -   338,340.      856,670.      MT  (+/- 180 meters Scaled)
 QO2466
 QO2466                          SUPERSEDED SURVEY CONTROL
 QO2466
 QO2466.No superseded survey control is available for this station.
 QO2466
 QO2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK780988(NAD 83)
 QO2466
 QO2466_MARKER: DV = VERTICAL CONTROL DISK
 QO2466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2466_SP_SET: BRIDGE ABUTMENT
 QO2466_STAMPING: 0217 L 1987
 QO2466_MARK LOGO: MNDT  
 QO2466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2466
 QO2466  HISTORY     - Date     Condition        Report By
 QO2466  HISTORY     - 1987     MONUMENTED       MNDT
 QO2466
 QO2466                          STATION DESCRIPTION
 QO2466
 QO2466'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2466'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SW 1/4 OF
 QO2466'SECTION 25, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2466'MONUMENT DISK STAMPED---0217 L 1987---, IS SET IN THE NORTHWEST
 QO2466'CORNER OF BRIDGE NUMBER 02027, TRUNK HIGHWAY 610 WESTBOUND OVER COON
 QO2466'RAPIDS BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2467 ***********************************************************************
 QO2467  DESIGNATION -  0217 M
 QO2467  PID         -  QO2467
 QO2467  STATE/COUNTY-  MN/ANOKA
 QO2467  COUNTRY     -  US
 QO2467  USGS QUAD   -  COON RAPIDS (1993)
 QO2467
 QO2467                         *CURRENT SURVEY CONTROL
 QO2467  ______________________________________________________________________
 QO2467* NAD 83(1986) POSITION- 45 08 32.     (N) 093 16 42.     (W)   SCALED    
 QO2467* NAVD 88 ORTHO HEIGHT -   278.613  (meters)     914.08  (feet) ADJUSTED  
 QO2467  ______________________________________________________________________
 QO2467  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO2467  DYNAMIC HEIGHT  -        278.607 (meters)      914.06  (feet) COMP
 QO2467  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 QO2467
 QO2467  VERT ORDER      -  SECOND    CLASS II
 QO2467
 QO2467.The horizontal coordinates were scaled from a topographic map and have
 QO2467.an estimated accuracy of +/- 6 seconds.
 QO2467.
 QO2467.The orthometric height was determined by differential leveling and
 QO2467.adjusted in June 1995.
 QO2467
 QO2467.The dynamic height is computed by dividing the NAVD 88
 QO2467.geopotential number by the normal gravity value computed on the
 QO2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2467.degrees latitude (g = 980.6199 gals.).
 QO2467
 QO2467.The modeled gravity was interpolated from observed gravity values.
 QO2467
 QO2467;                    North         East    Units  Estimated Accuracy
 QO2467;SPC MN S     -   338,280.      856,760.      MT  (+/- 180 meters Scaled)
 QO2467
 QO2467                          SUPERSEDED SURVEY CONTROL
 QO2467
 QO2467.No superseded survey control is available for this station.
 QO2467
 QO2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK781987(NAD 83)
 QO2467
 QO2467_MARKER: DV = VERTICAL CONTROL DISK
 QO2467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2467_SP_SET: BRIDGE ABUTMENT
 QO2467_STAMPING: 0217 M 1987
 QO2467_MARK LOGO: MNDT  
 QO2467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2467
 QO2467  HISTORY     - Date     Condition        Report By
 QO2467  HISTORY     - 1987     MONUMENTED       MNDT
 QO2467
 QO2467                          STATION DESCRIPTION
 QO2467
 QO2467'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2467'THE MARK IS LOCATED IN THE TOWN OF COON RAPIDS, IN THE SW 1/4 OF
 QO2467'SECTION 25, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2467'MONUMENT DISK STAMPED---0217 M 1987---, IS SET IN THE SOUTHEAST
 QO2467'CORNER OF BRIDGE NUMBER 02028, TRUNK HIGHWAY 610 EASTBOUND OVER COON
 QO2467'RAPIDS BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7395 ***********************************************************************
 DK7395  DESIGNATION -  028
 DK7395  PID         -  DK7395
 DK7395  STATE/COUNTY-  MN/WILKIN
 DK7395  COUNTRY     -  US
 DK7395  USGS QUAD   -  DORAN (1981)
 DK7395
 DK7395                         *CURRENT SURVEY CONTROL
 DK7395  ______________________________________________________________________
 DK7395* NAD 83(1986) POSITION- 46 09 07.4    (N) 096 26 57.5    (W)   HD_HELD2  
 DK7395* NAVD 88 ORTHO HEIGHT -   298.287  (meters)     978.63  (feet) ADJUSTED  
 DK7395  ______________________________________________________________________
 DK7395  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DK7395  DYNAMIC HEIGHT  -        298.289 (meters)      978.64  (feet) COMP
 DK7395  MODELED GRAVITY -    980,615.3   (mgal)                       NAVD 88
 DK7395
 DK7395  VERT ORDER      -  SECOND    CLASS I
 DK7395
 DK7395.The horizontal coordinates were established by autonomous hand held GPS
 DK7395.observations and have an estimated accuracy of +/- 10 meters.
 DK7395.
 DK7395.The orthometric height was determined by differential leveling and
 DK7395.adjusted in April 2009.
 DK7395
 DK7395.No vertical observational check was made to the station.
 DK7395
 DK7395.The dynamic height is computed by dividing the NAVD 88
 DK7395.geopotential number by the normal gravity value computed on the
 DK7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7395.degrees latitude (g = 980.6199 gals.).
 DK7395
 DK7395.The modeled gravity was interpolated from observed gravity values.
 DK7395
 DK7395;                    North         East    Units  Estimated Accuracy
 DK7395;SPC MN C     -   230,405.      630,136.      MT  (+/- 10 meters HH2 GPS)
 DK7395
 DK7395                          SUPERSEDED SURVEY CONTROL
 DK7395
 DK7395.No superseded survey control is available for this station.
 DK7395
 DK7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9696114104(NAD 83)
 DK7395
 DK7395_MARKER: DB = BENCH MARK DISK
 DK7395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7395_STAMPING: 028
 DK7395_MARK LOGO: MNDT  
 DK7395_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7395+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 DK7395_ROD/PIPE-DEPTH:  3.0 meters
 DK7395
 DK7395  HISTORY     - Date     Condition        Report By
 DK7395  HISTORY     - 1990     MONUMENTED       MNDT
 DK7395  HISTORY     - 20051025 GOOD             MNDT
 DK7395
 DK7395                          STATION DESCRIPTION
 DK7395
 DK7395'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7395'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF DORAN, 3.35 MI (5.4 KM) SOUTHEAST
 DK7395'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK
 DK7395'HIGHWAY 75 IN DORAN, AT TRUNK HIGHWAY 9 MILE POINT 107.5,
 DK7395' 
 DK7395'60.5 FT (18.4 M) SOUTH OF COUNTY ROAD 156, 35.8 FT (10.9 M) NORTHEAST
 DK7395'OF NORTHWEST RAIL OF TRACKS, 20.5 FT (6.2 M) WEST OF POWER POLE, 1.5
 DK7395'FT (0.5 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0680 ***********************************************************************
 QO0680  DESIGNATION -  0280 C
 QO0680  PID         -  QO0680
 QO0680  STATE/COUNTY-  MN/ANOKA
 QO0680  COUNTRY     -  US
 QO0680  USGS QUAD   -  CIRCLE PINES (1993)
 QO0680
 QO0680                         *CURRENT SURVEY CONTROL
 QO0680  ______________________________________________________________________
 QO0680* NAD 83(1986) POSITION- 45 08 33.     (N) 093 11 06.     (W)   SCALED    
 QO0680* NAVD 88 ORTHO HEIGHT -   284.163  (meters)     932.29  (feet) ADJUSTED  
 QO0680  ______________________________________________________________________
 QO0680  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 QO0680  DYNAMIC HEIGHT  -        284.158 (meters)      932.28  (feet) COMP
 QO0680  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 QO0680
 QO0680  VERT ORDER      -  SECOND    CLASS I
 QO0680
 QO0680.The horizontal coordinates were scaled from a topographic map and have
 QO0680.an estimated accuracy of +/- 6 seconds.
 QO0680.
 QO0680.The orthometric height was determined by differential leveling and
 QO0680.adjusted in June 1991.
 QO0680
 QO0680.The dynamic height is computed by dividing the NAVD 88
 QO0680.geopotential number by the normal gravity value computed on the
 QO0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0680.degrees latitude (g = 980.6199 gals.).
 QO0680
 QO0680.The modeled gravity was interpolated from observed gravity values.
 QO0680
 QO0680;                    North         East    Units  Estimated Accuracy
 QO0680;SPC MN S     -   338,380.      864,100.      MT  (+/- 180 meters Scaled)
 QO0680
 QO0680                          SUPERSEDED SURVEY CONTROL
 QO0680
 QO0680  NGVD 29 (??/??/92)  284.113  (m)          932.13   (f) ADJ UNCH    2 0
 QO0680
 QO0680.Superseded values are not recommended for survey control.
 QO0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0680.See file dsdata.txt to determine how the superseded data were derived.
 QO0680
 QO0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK854987(NAD 83)
 QO0680
 QO0680_MARKER: DD = SURVEY DISK
 QO0680_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0680_SP_SET: BRIDGE
 QO0680_STAMPING: 0280 C 1969
 QO0680_MARK LOGO: MNDT  
 QO0680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0680+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 QO0680
 QO0680  HISTORY     - Date     Condition        Report By
 QO0680  HISTORY     - 1969     MONUMENTED       MNDT
 QO0680  HISTORY     - 19980520 GOOD             MNDT
 QO0680
 QO0680                          STATION DESCRIPTION
 QO0680
 QO0680'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0680'IN BLAINE.
 QO0680'MARK IS LOCATED 1.0 MILES NORTH OF THE ANOKA-RAMSEY COUNTY LINE, IN
 QO0680'THE SOUTHEAST CORNER OF BRIDGE NO. 9829, 95TH AVENUE NORTHEAST OVER
 QO0680'FAI 35-W.  NE 1/4 SECTION 34, T31N, R23W.
 QO0680
 QO0680                          STATION RECOVERY (1998)
 QO0680
 QO0680'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0680'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0681 ***********************************************************************
 QO0681  DESIGNATION -  0280 D
 QO0681  PID         -  QO0681
 QO0681  STATE/COUNTY-  MN/ANOKA
 QO0681  COUNTRY     -  US
 QO0681  USGS QUAD   -  CIRCLE PINES (1993)
 QO0681
 QO0681                         *CURRENT SURVEY CONTROL
 QO0681  ______________________________________________________________________
 QO0681* NAD 83(1986) POSITION- 45 08 54.09   (N) 093 10 39.84   (W)   HD_HELD1  
 QO0681* NAVD 88 ORTHO HEIGHT -   277.493  (meters)     910.41  (feet) ADJUSTED  
 QO0681  ______________________________________________________________________
 QO0681  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 QO0681  DYNAMIC HEIGHT  -        277.489 (meters)      910.40  (feet) COMP
 QO0681  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QO0681
 QO0681  VERT ORDER      -  SECOND    CLASS I
 QO0681
 QO0681.The horizontal coordinates were established by differentially corrected
 QO0681.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0681.
 QO0681.The orthometric height was determined by differential leveling and
 QO0681.adjusted in June 1991.
 QO0681
 QO0681.Photographs are available for this station.
 QO0681
 QO0681.The dynamic height is computed by dividing the NAVD 88
 QO0681.geopotential number by the normal gravity value computed on the
 QO0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0681.degrees latitude (g = 980.6199 gals.).
 QO0681
 QO0681.The modeled gravity was interpolated from observed gravity values.
 QO0681
 QO0681;                    North         East    Units  Estimated Accuracy
 QO0681;SPC MN S     -   339,039.1     864,663.6     MT  (+/- 3 meters HH1 GPS) 
 QO0681
 QO0681                          SUPERSEDED SURVEY CONTROL
 QO0681
 QO0681  NGVD 29 (??/??/92)  277.444  (m)          910.25   (f) ADJ UNCH    2 0
 QO0681
 QO0681.Superseded values are not recommended for survey control.
 QO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0681.See file dsdata.txt to determine how the superseded data were derived.
 QO0681
 QO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8602899446(NAD 83)
 QO0681
 QO0681_MARKER: DD = SURVEY DISK
 QO0681_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0681_SP_SET: MONUMENT
 QO0681_STAMPING: 0280-D 1969
 QO0681_MARK LOGO: MNDT  
 QO0681_PROJECTION: FLUSH
 QO0681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0681+SATELLITE: SATELLITE OBSERVATIONS - 1998
 QO0681
 QO0681  HISTORY     - Date     Condition        Report By
 QO0681  HISTORY     - 1969     MONUMENTED       MNDT
 QO0681  HISTORY     - 1998     GOOD             MNDT
 QO0681
 QO0681                          STATION DESCRIPTION
 QO0681
 QO0681'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0681'IN BLAINE.
 QO0681'MARK IS LOCATED IN THE VILLAGE OF BLAINE 0.6 MILES NORTHEAST ALONG FAI
 QO0681'35-W FROM THE 95TH AVENUE BRIDGE, 298 FEET NORTHEAST OF A HIGHWAY
 QO0681'INFORMATION SIGN (LEXINGTON AVENUE EXIT) 97 FEET SOUTHEAST OF FAI 35W
 QO0681'NORTHBOUND CENTERLINE STATION 561 + 94, 2 FEET WEST OF THE FAI 35-W
 QO0681'EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6
 QO0681'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 QO0681'SECTION 26, T31N, R23W.
 QO0681
 QO0681                          STATION RECOVERY (1998)
 QO0681
 QO0681'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0681'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0683 ***********************************************************************
 QO0683  DESIGNATION -  0280 F
 QO0683  PID         -  QO0683
 QO0683  STATE/COUNTY-  MN/ANOKA
 QO0683  COUNTRY     -  US
 QO0683  USGS QUAD   -  CIRCLE PINES (1993)
 QO0683
 QO0683                         *CURRENT SURVEY CONTROL
 QO0683  ______________________________________________________________________
 QO0683* NAD 83(1986) POSITION- 45 09 55.     (N) 093 09 16.     (W)   SCALED    
 QO0683* NAVD 88 ORTHO HEIGHT -   274.981  (meters)     902.17  (feet) ADJUSTED  
 QO0683  ______________________________________________________________________
 QO0683  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QO0683  DYNAMIC HEIGHT  -        274.977 (meters)      902.15  (feet) COMP
 QO0683  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 QO0683
 QO0683  VERT ORDER      -  SECOND    CLASS I
 QO0683
 QO0683.The horizontal coordinates were scaled from a topographic map and have
 QO0683.an estimated accuracy of +/- 6 seconds.
 QO0683.
 QO0683.The orthometric height was determined by differential leveling and
 QO0683.adjusted in June 1991.
 QO0683
 QO0683.Photographs are available for this station.
 QO0683
 QO0683.The dynamic height is computed by dividing the NAVD 88
 QO0683.geopotential number by the normal gravity value computed on the
 QO0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0683.degrees latitude (g = 980.6199 gals.).
 QO0683
 QO0683.The modeled gravity was interpolated from observed gravity values.
 QO0683
 QO0683;                    North         East    Units  Estimated Accuracy
 QO0683;SPC MN S     -   340,940.      866,480.      MT  (+/- 180 meters Scaled)
 QO0683
 QO0683                          SUPERSEDED SURVEY CONTROL
 QO0683
 QO0683  NGVD 29 (??/??/92)  274.935  (m)          902.02   (f) ADJ UNCH    2 0
 QO0683
 QO0683.Superseded values are not recommended for survey control.
 QO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0683.See file dsdata.txt to determine how the superseded data were derived.
 QO0683
 QO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL878013(NAD 83)
 QO0683
 QO0683_MARKER: DD = SURVEY DISK
 QO0683_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0683_SP_SET: MONUMENT
 QO0683_STAMPING: 0280-F 1969
 QO0683_MARK LOGO: MNDT  
 QO0683_PROJECTION: FLUSH
 QO0683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0683+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 QO0683
 QO0683  HISTORY     - Date     Condition        Report By
 QO0683  HISTORY     - 1969     MONUMENTED       MNDT
 QO0683  HISTORY     - 19980520 GOOD             MNDT
 QO0683
 QO0683                          STATION DESCRIPTION
 QO0683
 QO0683'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0683'IN BLAINE.
 QO0683'MARK IS LOCATED IN THE VILLAGE OF BLAINE, 0.6 MILES SOUTHWEST OF THE
 QO0683'JUNCTION OF FAI 35W AND COUNTY ROAD 53 (SUNSET STREET NORTHEAST) ALONG
 QO0683'FAI 35-W NEAR THE CENTER OF A LONG HIGHWAY CURVE, ABOUT 300 FEET NORTH
 QO0683'OF AN EMERGENCY CROSS-OVER, 100 FEET NORTHEAST ALONG THE RIGHT OF WAY
 QO0683'FENCE FROM A VENT PIPE (UNDERGROUND PIPELINE), 96 FEET NORTHWEST OF
 QO0683'FAI 35-W SOUTHBOUND CENTERLINE STATION 650 + 80, 56 FEET SOUTHEAST OF
 QO0683'A 24 INCH OAK TREE, 63 FEET EAST OF A 12 INCH OAK TREE, 1 FOOT EAST OF
 QO0683'A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 QO0683'WITH THE GROUND.  NW 1/4 SECTION 24, T31N, R23W.
 QO0683
 QO0683                          STATION RECOVERY (1998)
 QO0683
 QO0683'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0683'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0684 ***********************************************************************
 QO0684  DESIGNATION -  0280 G
 QO0684  PID         -  QO0684
 QO0684  STATE/COUNTY-  MN/ANOKA
 QO0684  COUNTRY     -  US
 QO0684  USGS QUAD   -  CIRCLE PINES (1993)
 QO0684
 QO0684                         *CURRENT SURVEY CONTROL
 QO0684  ______________________________________________________________________
 QO0684* NAD 83(1996) POSITION- 45 10 04.21229(N) 093 08 34.46587(W)   ADJUSTED  
 QO0684* NAVD 88 ORTHO HEIGHT -   283.292  (meters)     929.43  (feet) ADJUSTED  
 QO0684  ______________________________________________________________________
 QO0684  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC09
 QO0684  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QO0684  DYNAMIC HEIGHT  -        283.288 (meters)      929.42  (feet) COMP
 QO0684  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 QO0684
 QO0684  HORZ ORDER      -  SECOND
 QO0684  VERT ORDER      -  SECOND    CLASS 0
 QO0684
 QO0684.The horizontal coordinates were established by classical geodetic methods
 QO0684.and adjusted by the National Geodetic Survey in March 1999.
 QO0684.
 QO0684.The orthometric height was determined by differential leveling and
 QO0684.adjusted in June 1991.
 QO0684
 QO0684.Photographs are available for this station.
 QO0684
 QO0684.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0684
 QO0684.The dynamic height is computed by dividing the NAVD 88
 QO0684.geopotential number by the normal gravity value computed on the
 QO0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0684.degrees latitude (g = 980.6199 gals.).
 QO0684
 QO0684.The modeled gravity was interpolated from observed gravity values.
 QO0684
 QO0684. The following values were computed from the NAD 83(1996) position.
 QO0684
 QO0684;                    North         East     Units Scale Factor Converg.
 QO0684;SPC MN S     -   341,231.811   867,379.541   MT  0.99998970   +0 36 02.7
 QO0684;SPC MN S     - 1,119,524.70  2,845,727.71   sFT  0.99998970   +0 36 02.7
 QO0684;UTM  15      - 5,001,605.143   488,769.659   MT  0.99960155   -0 06 04.8
 QO0684
 QO0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0684!SPC MN S     -   0.99995988  x   0.99998970  =   0.99994958
 QO0684!UTM  15      -   0.99995988  x   0.99960155  =   0.99956145
 QO0684
 QO0684                          SUPERSEDED SURVEY CONTROL
 QO0684
 QO0684  NAD 83(1986)-  45 10 04.20760(N)    093 08 34.45806(W) AD(       ) 2
 QO0684  NAD 27      -  45 10 04.32874(N)    093 08 33.65879(W) AD(       ) 2
 QO0684  NGVD 29 (??/??/92)  283.246  (m)          929.28   (f) ADJ UNCH    2 0
 QO0684
 QO0684.Superseded values are not recommended for survey control.
 QO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0684.See file dsdata.txt to determine how the superseded data were derived.
 QO0684
 QO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8876901605(NAD 83)
 QO0684
 QO0684_MARKER: DB = BENCH MARK DISK
 QO0684_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0684_SP_SET: BRIDGE
 QO0684_STAMPING: 0280-G 1969
 QO0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0684
 QO0684  HISTORY     - Date     Condition        Report By
 QO0684  HISTORY     - 1969     MONUMENTED       MNDT
 QO0684  HISTORY     - 1973     GOOD             MNHD
 QO0684  HISTORY     - 1989     GOOD             USPSQD
 QO0684
 QO0684                          STATION DESCRIPTION
 QO0684
 QO0684'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0684'IN LINO LAKES.
 QO0684'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, AT THE LINO LAKES-BLAINE
 QO0684'VILLAGE BOUNDARY, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9831, COUNTY
 QO0684'ROAD 53 (SUNSET STREET NORTHEAST) OVER FAI 35-W.  NW 1/4 SECTION 19,
 QO0684'T31N, R22W.
 QO0684
 QO0684                          STATION RECOVERY (1973)
 QO0684
 QO0684'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 QO0684'THE STATION IS LOCATED IN LINO LAKES IN THE CORNER OF THE BRIDGE,
 QO0684'SUNSET AVE. (C.S.A.H. 12) OVER I35W.
 QO0684'
 QO0684'MARK, A STANDARD MHD BENCH MARK DISK STAMPED 0280 G 1969 IS SET IN
 QO0684'THE SE CORNER OF THE BRIDGE.
 QO0684'
 QO0684'NEAREST TOWN--LINO LAKES.
 QO0684
 QO0684                          STATION RECOVERY (1989)
 QO0684
 QO0684'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0685 ***********************************************************************
 QO0685  DESIGNATION -  0280 H
 QO0685  PID         -  QO0685
 QO0685  STATE/COUNTY-  MN/ANOKA
 QO0685  COUNTRY     -  US
 QO0685  USGS QUAD   -  CENTERVILLE (1993)
 QO0685
 QO0685                         *CURRENT SURVEY CONTROL
 QO0685  ______________________________________________________________________
 QO0685* NAD 83(1986) POSITION- 45 10 20.     (N) 093 07 29.     (W)   SCALED    
 QO0685* NAVD 88 ORTHO HEIGHT -   275.978  (meters)     905.44  (feet) ADJUSTED  
 QO0685  ______________________________________________________________________
 QO0685  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0685  DYNAMIC HEIGHT  -        275.974 (meters)      905.42  (feet) COMP
 QO0685  MODELED GRAVITY -    980,597.2   (mgal)                       NAVD 88
 QO0685
 QO0685  VERT ORDER      -  SECOND    CLASS 0
 QO0685
 QO0685.The horizontal coordinates were scaled from a topographic map and have
 QO0685.an estimated accuracy of +/- 6 seconds.
 QO0685.
 QO0685.The orthometric height was determined by differential leveling and
 QO0685.adjusted in June 1991.
 QO0685
 QO0685.The dynamic height is computed by dividing the NAVD 88
 QO0685.geopotential number by the normal gravity value computed on the
 QO0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0685.degrees latitude (g = 980.6199 gals.).
 QO0685
 QO0685.The modeled gravity was interpolated from observed gravity values.
 QO0685
 QO0685;                    North         East    Units  Estimated Accuracy
 QO0685;SPC MN S     -   341,730.      868,800.      MT  (+/- 180 meters Scaled)
 QO0685
 QO0685                          SUPERSEDED SURVEY CONTROL
 QO0685
 QO0685  NGVD 29 (??/??/92)  275.932  (m)          905.29   (f) ADJ UNCH    2 0
 QO0685
 QO0685.Superseded values are not recommended for survey control.
 QO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0685.See file dsdata.txt to determine how the superseded data were derived.
 QO0685
 QO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL901020(NAD 83)
 QO0685
 QO0685_MARKER: DD = SURVEY DISK
 QO0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0685_SP_SET: MONUMENT
 QO0685_STAMPING: 0280-H 1969
 QO0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0685
 QO0685  HISTORY     - Date     Condition        Report By
 QO0685  HISTORY     - 1969     MONUMENTED       MNDT
 QO0685  HISTORY     - 1989     GOOD             USPSQD
 QO0685
 QO0685                          STATION DESCRIPTION
 QO0685
 QO0685'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0685'IN LINO LAKES.
 QO0685'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 0.95 MILES NORTHEAST OF
 QO0685'COUNTY ROAD 53 (SUNSET STREET NORTHEAST) ALONG FAI 35-W, ABOUT 0.2
 QO0685'MILES SOUTH OF LINO LAKE STATE CORRECTION CENTER, 95 FEET EAST OF FAI
 QO0685'35-W NORTHBOUND CENTERLINE STATION 728 + 47, 4 FEET WEST OF THE EAST
 QO0685'RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 QO0685'PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH THE GROUND.  SE 1/4 SECTION
 QO0685'18, T31N, R22W.
 QO0685
 QO0685                          STATION RECOVERY (1989)
 QO0685
 QO0685'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0686 ***********************************************************************
 QO0686  DESIGNATION -  0280 J
 QO0686  PID         -  QO0686
 QO0686  STATE/COUNTY-  MN/ANOKA
 QO0686  COUNTRY     -  US
 QO0686  USGS QUAD   -  CENTERVILLE (1993)
 QO0686
 QO0686                         *CURRENT SURVEY CONTROL
 QO0686  ______________________________________________________________________
 QO0686* NAD 83(1986) POSITION- 45 10 47.     (N) 093 06 46.     (W)   SCALED    
 QO0686* NAVD 88 ORTHO HEIGHT -   280.101  (meters)     918.96  (feet) ADJUSTED  
 QO0686  ______________________________________________________________________
 QO0686  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0686  DYNAMIC HEIGHT  -        280.098 (meters)      918.95  (feet) COMP
 QO0686  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 QO0686
 QO0686  VERT ORDER      -  SECOND    CLASS 0
 QO0686
 QO0686.The horizontal coordinates were scaled from a topographic map and have
 QO0686.an estimated accuracy of +/- 6 seconds.
 QO0686.
 QO0686.The orthometric height was determined by differential leveling and
 QO0686.adjusted in June 1991.
 QO0686
 QO0686.The dynamic height is computed by dividing the NAVD 88
 QO0686.geopotential number by the normal gravity value computed on the
 QO0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0686.degrees latitude (g = 980.6199 gals.).
 QO0686
 QO0686.The modeled gravity was interpolated from observed gravity values.
 QO0686
 QO0686;                    North         East    Units  Estimated Accuracy
 QO0686;SPC MN S     -   342,580.      869,730.      MT  (+/- 180 meters Scaled)
 QO0686
 QO0686                          SUPERSEDED SURVEY CONTROL
 QO0686
 QO0686  NGVD 29 (??/??/92)  280.056  (m)          918.82   (f) ADJ UNCH    2 0
 QO0686
 QO0686.Superseded values are not recommended for survey control.
 QO0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0686.See file dsdata.txt to determine how the superseded data were derived.
 QO0686
 QO0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL911029(NAD 83)
 QO0686
 QO0686_MARKER: DD = SURVEY DISK
 QO0686_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0686_SP_SET: BRIDGE
 QO0686_STAMPING: 0280-J 1969
 QO0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0686
 QO0686  HISTORY     - Date     Condition        Report By
 QO0686  HISTORY     - 1969     MONUMENTED       MNDT
 QO0686  HISTORY     - 1987     GOOD             USPSQD
 QO0686  HISTORY     - 1989     GOOD             USPSQD
 QO0686
 QO0686                          STATION DESCRIPTION
 QO0686
 QO0686'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0686'IN LINO LAKES.
 QO0686'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, IN THE SOUTHEAST CORNER
 QO0686'OF BRIDGE NO. 9820, T.H. 49 (OLD T.H. 8) OVER FAI 35-W.  NW 1/4
 QO0686'SECTION 17, T31N, R22W.
 QO0686
 QO0686                          STATION RECOVERY (1987)
 QO0686
 QO0686'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 QO0686'RECOVERED IN GOOD CONDITION.
 QO0686
 QO0686                          STATION RECOVERY (1989)
 QO0686
 QO0686'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0687 ***********************************************************************
 QO0687  DESIGNATION -  0280 K
 QO0687  PID         -  QO0687
 QO0687  STATE/COUNTY-  MN/ANOKA
 QO0687  COUNTRY     -  US
 QO0687  USGS QUAD   -  CENTERVILLE (1993)
 QO0687
 QO0687                         *CURRENT SURVEY CONTROL
 QO0687  ______________________________________________________________________
 QO0687* NAD 83(1986) POSITION- 45 11 02.     (N) 093 06 07.     (W)   SCALED    
 QO0687* NAVD 88 ORTHO HEIGHT -   272.667  (meters)     894.58  (feet) ADJUSTED  
 QO0687  ______________________________________________________________________
 QO0687  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0687  DYNAMIC HEIGHT  -        272.664 (meters)      894.57  (feet) COMP
 QO0687  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO0687
 QO0687  VERT ORDER      -  SECOND    CLASS 0
 QO0687
 QO0687.The horizontal coordinates were scaled from a topographic map and have
 QO0687.an estimated accuracy of +/- 6 seconds.
 QO0687.
 QO0687.The orthometric height was determined by differential leveling and
 QO0687.adjusted in June 1991.
 QO0687
 QO0687.The dynamic height is computed by dividing the NAVD 88
 QO0687.geopotential number by the normal gravity value computed on the
 QO0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0687.degrees latitude (g = 980.6199 gals.).
 QO0687
 QO0687.The modeled gravity was interpolated from observed gravity values.
 QO0687
 QO0687;                    North         East    Units  Estimated Accuracy
 QO0687;SPC MN S     -   343,050.      870,580.      MT  (+/- 180 meters Scaled)
 QO0687
 QO0687                          SUPERSEDED SURVEY CONTROL
 QO0687
 QO0687  NGVD 29 (??/??/92)  272.622  (m)          894.43   (f) ADJ UNCH    2 0
 QO0687
 QO0687.Superseded values are not recommended for survey control.
 QO0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0687.See file dsdata.txt to determine how the superseded data were derived.
 QO0687
 QO0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL919033(NAD 83)
 QO0687
 QO0687_MARKER: DD = SURVEY DISK
 QO0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0687_SP_SET: MONUMENT
 QO0687_STAMPING: 0280-K 1969
 QO0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0687
 QO0687  HISTORY     - Date     Condition        Report By
 QO0687  HISTORY     - 1969     MONUMENTED       MNDT
 QO0687  HISTORY     - 1989     GOOD             USPSQD
 QO0687
 QO0687                          STATION DESCRIPTION
 QO0687
 QO0687'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0687'IN LINO LAKES.
 QO0687'MARK IS LOCATED 0.6 MILES NORTHEAST OF T.H. 49 (OLD T.H. 8) ALONG FAI
 QO0687'35-W, ABOUT 250 FEET NORTHEAST OF A FAI 35-W CENTERLINE CULVERT, 180
 QO0687'FEET SOUTH OF THE SOUTHEAST CORNER OF A ONE AND ONE HALF STORY FRAME
 QO0687'HOUSE (ON A SMALL HILL) 95 FEET WEST OF FAI 35-W SOUTHBOUND CENTERLINE
 QO0687'STATION 803 + 97, 17 FEET SOUTHEAST OF A 24 INCH OAK TREE, 4 FEET EAST
 QO0687'OF THE WEST RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST,
 QO0687'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH THE GROUND. SW
 QO0687'1/4 SECTION 9, T31N, R22W.
 QO0687
 QO0687                          STATION RECOVERY (1989)
 QO0687
 QO0687'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0688 ***********************************************************************
 QO0688  DESIGNATION -  0280 L
 QO0688  PID         -  QO0688
 QO0688  STATE/COUNTY-  MN/ANOKA
 QO0688  COUNTRY     -  US
 QO0688  USGS QUAD   -  CENTERVILLE (1993)
 QO0688
 QO0688                         *CURRENT SURVEY CONTROL
 QO0688  ______________________________________________________________________
 QO0688* NAD 83(1986) POSITION- 45 11 19.42   (N) 093 05 07.08   (W)   HD_HELD1  
 QO0688* NAVD 88 ORTHO HEIGHT -   271.980  (meters)     892.32  (feet) ADJUSTED  
 QO0688  ______________________________________________________________________
 QO0688  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0688  DYNAMIC HEIGHT  -        271.977 (meters)      892.31  (feet) COMP
 QO0688  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 QO0688
 QO0688  VERT ORDER      -  SECOND    CLASS 0
 QO0688
 QO0688.The horizontal coordinates were established by differentially corrected
 QO0688.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0688.
 QO0688.The orthometric height was determined by differential leveling and
 QO0688.adjusted in June 1991.
 QO0688
 QO0688.Photographs are available for this station.
 QO0688
 QO0688.The dynamic height is computed by dividing the NAVD 88
 QO0688.geopotential number by the normal gravity value computed on the
 QO0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0688.degrees latitude (g = 980.6199 gals.).
 QO0688
 QO0688.The modeled gravity was interpolated from observed gravity values.
 QO0688
 QO0688;                    North         East    Units  Estimated Accuracy
 QO0688;SPC MN S     -   343,602.5     871,882.1     MT  (+/- 3 meters HH1 GPS) 
 QO0688
 QO0688                          SUPERSEDED SURVEY CONTROL
 QO0688
 QO0688  NGVD 29 (??/??/92)  271.936  (m)          892.18   (f) ADJ UNCH    2 0
 QO0688
 QO0688.Superseded values are not recommended for survey control.
 QO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0688.See file dsdata.txt to determine how the superseded data were derived.
 QO0688
 QO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9329903919(NAD 83)
 QO0688
 QO0688_MARKER: DD = SURVEY DISK
 QO0688_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0688_SP_SET: MONUMENT
 QO0688_STAMPING: 0280-L 1969
 QO0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0688
 QO0688  HISTORY     - Date     Condition        Report By
 QO0688  HISTORY     - 1969     MONUMENTED       MNDT
 QO0688  HISTORY     - 1989     GOOD             USPSQD
 QO0688
 QO0688                          STATION DESCRIPTION
 QO0688
 QO0688'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0688'IN LINO LAKES.
 QO0688'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 0.6 MILES SOUTHWEST OF
 QO0688'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 14, 98 FEET SOUTHEAST OF FAI
 QO0688'35-W NORTHBOUND CENTERLINE STATION 849 + 17, 116 FEET NORTH OF A 30
 QO0688'INCH OAK TREE, 73 FEET SOUTHWEST OF AN 18 INCH ELM TREE, 4 FEET WEST
 QO0688'OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST,
 QO0688'IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW
 QO0688'1/4 SECTION 9, T31N, R22W.
 QO0688
 QO0688                          STATION RECOVERY (1989)
 QO0688
 QO0688'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0689 ***********************************************************************
 QO0689  DESIGNATION -  0280 M
 QO0689  PID         -  QO0689
 QO0689  STATE/COUNTY-  MN/ANOKA
 QO0689  COUNTRY     -  US
 QO0689  USGS QUAD   -  CENTERVILLE (1993)
 QO0689
 QO0689                         *CURRENT SURVEY CONTROL
 QO0689  ______________________________________________________________________
 QO0689* NAD 83(1986) POSITION- 45 11 33.01   (N) 093 04 21.52   (W)   HD_HELD1  
 QO0689* NAVD 88 ORTHO HEIGHT -   278.459  (meters)     913.58  (feet) ADJUSTED  
 QO0689  ______________________________________________________________________
 QO0689  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO0689  DYNAMIC HEIGHT  -        278.457 (meters)      913.57  (feet) COMP
 QO0689  MODELED GRAVITY -    980,600.8   (mgal)                       NAVD 88
 QO0689
 QO0689  VERT ORDER      -  SECOND    CLASS 0
 QO0689
 QO0689.The horizontal coordinates were established by differentially corrected
 QO0689.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0689.
 QO0689.The orthometric height was determined by differential leveling and
 QO0689.adjusted in June 1991.
 QO0689
 QO0689.Photographs are available for this station.
 QO0689
 QO0689.The dynamic height is computed by dividing the NAVD 88
 QO0689.geopotential number by the normal gravity value computed on the
 QO0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0689.degrees latitude (g = 980.6199 gals.).
 QO0689
 QO0689.The modeled gravity was interpolated from observed gravity values.
 QO0689
 QO0689;                    North         East    Units  Estimated Accuracy
 QO0689;SPC MN S     -   344,033.2     872,871.9     MT  (+/- 3 meters HH1 GPS) 
 QO0689
 QO0689                          SUPERSEDED SURVEY CONTROL
 QO0689
 QO0689  NGVD 29 (??/??/92)  278.416  (m)          913.44   (f) ADJ UNCH    2 0
 QO0689
 QO0689.Superseded values are not recommended for survey control.
 QO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0689.See file dsdata.txt to determine how the superseded data were derived.
 QO0689
 QO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9429304337(NAD 83)
 QO0689
 QO0689_MARKER: DB = BENCH MARK DISK
 QO0689_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0689_SP_SET: BRIDGE
 QO0689_STAMPING: 0280 M 1969
 QO0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0689
 QO0689  HISTORY     - Date     Condition        Report By
 QO0689  HISTORY     - 1969     MONUMENTED       MNDT
 QO0689  HISTORY     - 1989     GOOD             USPSQD
 QO0689  HISTORY     - 20051123 GOOD             USPSQD
 QO0689
 QO0689                          STATION DESCRIPTION
 QO0689
 QO0689'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0689'IN LINO LAKES.
 QO0689'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 2.0 MILES
 QO0689'NORTH-NORTHWEST OF CENTERVILLE, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 QO0689'9830, COUNTY ROAD 14 (MAIN STREET) OVER FAI 35-W.  NW 1/4 SECTION 10,
 QO0689'T31N, R22W.
 QO0689
 QO0689                          STATION RECOVERY (1989)
 QO0689
 QO0689'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0689'RECOVERED IN GOOD CONDITION.
 QO0689
 QO0689                          STATION RECOVERY (2005)
 QO0689
 QO0689'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0690 ***********************************************************************
 QO0690  DESIGNATION -  0280 N
 QO0690  PID         -  QO0690
 QO0690  STATE/COUNTY-  MN/ANOKA
 QO0690  COUNTRY     -  US
 QO0690  USGS QUAD   -  CENTERVILLE (1993)
 QO0690
 QO0690                         *CURRENT SURVEY CONTROL
 QO0690  ______________________________________________________________________
 QO0690* NAD 83(1986) POSITION- 45 11 42.73   (N) 093 03 55.33   (W)   HD_HELD1  
 QO0690* NAVD 88 ORTHO HEIGHT -   271.277  (meters)     890.01  (feet) ADJUSTED  
 QO0690  ______________________________________________________________________
 QO0690  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO0690  DYNAMIC HEIGHT  -        271.275 (meters)      890.01  (feet) COMP
 QO0690  MODELED GRAVITY -    980,600.9   (mgal)                       NAVD 88
 QO0690
 QO0690  VERT ORDER      -  SECOND    CLASS 0
 QO0690
 QO0690.The horizontal coordinates were established by differentially corrected
 QO0690.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0690.
 QO0690.The orthometric height was determined by differential leveling and
 QO0690.adjusted in June 1991.
 QO0690
 QO0690.Photographs are available for this station.
 QO0690
 QO0690.The dynamic height is computed by dividing the NAVD 88
 QO0690.geopotential number by the normal gravity value computed on the
 QO0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0690.degrees latitude (g = 980.6199 gals.).
 QO0690
 QO0690.The modeled gravity was interpolated from observed gravity values.
 QO0690
 QO0690;                    North         East    Units  Estimated Accuracy
 QO0690;SPC MN S     -   344,339.7     873,440.1     MT  (+/- 3 meters HH1 GPS) 
 QO0690
 QO0690                          SUPERSEDED SURVEY CONTROL
 QO0690
 QO0690  NGVD 29 (??/??/92)  271.234  (m)          889.87   (f) ADJ UNCH    2 0
 QO0690
 QO0690.Superseded values are not recommended for survey control.
 QO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0690.See file dsdata.txt to determine how the superseded data were derived.
 QO0690
 QO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9486504637(NAD 83)
 QO0690
 QO0690_MARKER: DB = BENCH MARK DISK
 QO0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0690_SP_SET: MONUMENT
 QO0690_STAMPING: 0280-N 1969
 QO0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0690
 QO0690  HISTORY     - Date     Condition        Report By
 QO0690  HISTORY     - 1969     MONUMENTED       MNDT
 QO0690
 QO0690                          STATION DESCRIPTION
 QO0690
 QO0690'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0690'IN LINO LAKES.
 QO0690'MARK IS LOCATED 2.0 MILES NORTH OF CENTERVILLE IN THE VILLAGE OF LINO
 QO0690'LAKES, 0.4 MILES NORTHEAST OF THE JUNCTION OF FAI 35-W AND COUNTY ROAD
 QO0690'14, 94 FEET NORTHWEST OF FAI 35-W SOUTHBOUND CENTERLINE STATION 905 +
 QO0690'63, 79 FEET NORTHEAST OF A VENT PIPE NO. 220 (UNDERGROUND PIPELINE) 4
 QO0690'FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE AT THE TRANSITION FROM
 QO0690'CYCLONE FENCING TO BARBED WIRE FENCING.  1 FOOT EAST OF A STEEL
 QO0690'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 QO0690'THE GROUND.  NE 1/4 SECTION 10, T31N, R22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0691 ***********************************************************************
 QO0691  DESIGNATION -  0280 P
 QO0691  PID         -  QO0691
 QO0691  STATE/COUNTY-  MN/ANOKA
 QO0691  COUNTRY     -  US
 QO0691  USGS QUAD   -  CENTERVILLE (1993)
 QO0691
 QO0691                         *CURRENT SURVEY CONTROL
 QO0691  ______________________________________________________________________
 QO0691* NAD 83(1986) POSITION- 45 11 57.76   (N) 093 03 09.35   (W)   HD_HELD1  
 QO0691* NAVD 88 ORTHO HEIGHT -   272.654  (meters)     894.53  (feet) ADJUSTED  
 QO0691  ______________________________________________________________________
 QO0691  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO0691  DYNAMIC HEIGHT  -        272.652 (meters)      894.53  (feet) COMP
 QO0691  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 QO0691
 QO0691  VERT ORDER      -  SECOND    CLASS 0
 QO0691
 QO0691.The horizontal coordinates were established by differentially corrected
 QO0691.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0691.
 QO0691.The orthometric height was determined by differential leveling and
 QO0691.adjusted in June 1991.
 QO0691
 QO0691.Photographs are available for this station.
 QO0691
 QO0691.The dynamic height is computed by dividing the NAVD 88
 QO0691.geopotential number by the normal gravity value computed on the
 QO0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0691.degrees latitude (g = 980.6199 gals.).
 QO0691
 QO0691.The modeled gravity was interpolated from observed gravity values.
 QO0691
 QO0691;                    North         East    Units  Estimated Accuracy
 QO0691;SPC MN S     -   344,815.2     874,438.2     MT  (+/- 3 meters HH1 GPS) 
 QO0691
 QO0691                          SUPERSEDED SURVEY CONTROL
 QO0691
 QO0691  NGVD 29 (??/??/92)  272.611  (m)          894.39   (f) ADJ UNCH    2 0
 QO0691
 QO0691.Superseded values are not recommended for survey control.
 QO0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0691.See file dsdata.txt to determine how the superseded data were derived.
 QO0691
 QO0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9586805100(NAD 83)
 QO0691
 QO0691_MARKER: DB = BENCH MARK DISK
 QO0691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0691_SP_SET: MONUMENT
 QO0691_STAMPING: 0280 P 1969
 QO0691_MARK LOGO: MNHD  
 QO0691_PROJECTION: RECESSED 20 CENTIMETERS
 QO0691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0691+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2009
 QO0691
 QO0691  HISTORY     - Date     Condition        Report By
 QO0691  HISTORY     - 1969     MONUMENTED       MNDT
 QO0691  HISTORY     - 20090304 GOOD             MNDT
 QO0691
 QO0691                          STATION DESCRIPTION
 QO0691
 QO0691'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0691'IN LINO LAKES.
 QO0691'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 1.1 MILES NORTHWEST OF
 QO0691'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 14, 0.3 MILES SOUTHEAST OF
 QO0691'THE CROSSING OF RICE CREEK, 94 FEET SOUTHEAST OF FAI 35-W NORTHBOUND
 QO0691'CENTERLINE STATION 942 + 02, 39 FEET NORTH OF A POWER POLE (NO. 104) 5
 QO0691'FEET NORTHWEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL
 QO0691'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 QO0691'GROUND.  SW 1/4 SECTION 2, T31N, R22W.
 QO0691
 QO0691                          STATION RECOVERY (2009)
 QO0691
 QO0691'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0691'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0692 ***********************************************************************
 QO0692  DESIGNATION -  0280 Q
 QO0692  PID         -  QO0692
 QO0692  STATE/COUNTY-  MN/ANOKA
 QO0692  COUNTRY     -  US
 QO0692  USGS QUAD   -  CENTERVILLE (1993)
 QO0692
 QO0692                         *CURRENT SURVEY CONTROL
 QO0692  ______________________________________________________________________
 QO0692* NAD 83(1986) POSITION- 45 12 11.07   (N) 093 02 54.01   (W)   HD_HELD1  
 QO0692* NAVD 88 ORTHO HEIGHT -   270.699  (meters)     888.12  (feet) ADJUSTED  
 QO0692  ______________________________________________________________________
 QO0692  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO0692  DYNAMIC HEIGHT  -        270.697 (meters)      888.11  (feet) COMP
 QO0692  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 QO0692
 QO0692  VERT ORDER      -  SECOND    CLASS 0
 QO0692
 QO0692.The horizontal coordinates were established by differentially corrected
 QO0692.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0692.
 QO0692.The orthometric height was determined by differential leveling and
 QO0692.adjusted in June 1991.
 QO0692
 QO0692.Photographs are available for this station.
 QO0692
 QO0692.The dynamic height is computed by dividing the NAVD 88
 QO0692.geopotential number by the normal gravity value computed on the
 QO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0692.degrees latitude (g = 980.6199 gals.).
 QO0692
 QO0692.The modeled gravity was interpolated from observed gravity values.
 QO0692
 QO0692;                    North         East    Units  Estimated Accuracy
 QO0692;SPC MN S     -   345,230.0     874,768.2     MT  (+/- 3 meters HH1 GPS) 
 QO0692
 QO0692                          SUPERSEDED SURVEY CONTROL
 QO0692
 QO0692  NGVD 29 (??/??/92)  270.657  (m)          887.98   (f) ADJ UNCH    2 0
 QO0692
 QO0692.Superseded values are not recommended for survey control.
 QO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0692.See file dsdata.txt to determine how the superseded data were derived.
 QO0692
 QO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9620305510(NAD 83)
 QO0692
 QO0692_MARKER: DB = BENCH MARK DISK
 QO0692_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0692_SP_SET: HEADWALL BOX CULVERT
 QO0692_STAMPING: 0280 Q 1969
 QO0692_MARK LOGO: MNHD  
 QO0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0692+STABILITY: SURFACE MOTION
 QO0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0692+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2009
 QO0692
 QO0692  HISTORY     - Date     Condition        Report By
 QO0692  HISTORY     - 1969     MONUMENTED       MNDT
 QO0692  HISTORY     - 20090304 GOOD             MNDT
 QO0692
 QO0692                          STATION DESCRIPTION
 QO0692
 QO0692'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0692'IN LINO LAKES.
 QO0692'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 1.3 MILES NORTHEAST OF
 QO0692'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 14, 1.1 MILES SOUTHWEST OF
 QO0692'THE JUNCTION OF FAI 35-W AND COUNTY ROAD 21, IN THE SOUTHEAST CORNER
 QO0692'OF BOX CULVERT NO. 9823, FAI 35-W OVER RICE CREEK.  SE 1/4 SECTION 2,
 QO0692'T31N, R22W.
 QO0692
 QO0692                          STATION RECOVERY (2009)
 QO0692
 QO0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0692'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0693 ***********************************************************************
 QO0693  DESIGNATION -  0280 R
 QO0693  PID         -  QO0693
 QO0693  STATE/COUNTY-  MN/ANOKA
 QO0693  COUNTRY     -  US
 QO0693  USGS QUAD   -  CENTERVILLE (1993)
 QO0693
 QO0693                         *CURRENT SURVEY CONTROL
 QO0693  ______________________________________________________________________
 QO0693* NAD 83(1986) POSITION- 45 12 30.73   (N) 093 02 29.49   (W)   HD_HELD1  
 QO0693* NAVD 88 ORTHO HEIGHT -   272.881  (meters)     895.28  (feet) ADJUSTED  
 QO0693  ______________________________________________________________________
 QO0693  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO0693  DYNAMIC HEIGHT  -        272.879 (meters)      895.27  (feet) COMP
 QO0693  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 QO0693
 QO0693  VERT ORDER      -  SECOND    CLASS 0
 QO0693
 QO0693.The horizontal coordinates were established by differentially corrected
 QO0693.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0693.
 QO0693.The orthometric height was determined by differential leveling and
 QO0693.adjusted in June 1991.
 QO0693
 QO0693.Photographs are available for this station.
 QO0693
 QO0693.The dynamic height is computed by dividing the NAVD 88
 QO0693.geopotential number by the normal gravity value computed on the
 QO0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0693.degrees latitude (g = 980.6199 gals.).
 QO0693
 QO0693.The modeled gravity was interpolated from observed gravity values.
 QO0693
 QO0693;                    North         East    Units  Estimated Accuracy
 QO0693;SPC MN S     -   345,843.1     875,296.2     MT  (+/- 3 meters HH1 GPS) 
 QO0693
 QO0693                          SUPERSEDED SURVEY CONTROL
 QO0693
 QO0693  NGVD 29 (??/??/92)  272.838  (m)          895.14   (f) ADJ UNCH    2 0
 QO0693
 QO0693.Superseded values are not recommended for survey control.
 QO0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0693.See file dsdata.txt to determine how the superseded data were derived.
 QO0693
 QO0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9673906117(NAD 83)
 QO0693
 QO0693_MARKER: DB = BENCH MARK DISK
 QO0693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0693_SP_SET: MONUMENT
 QO0693_STAMPING: 0280 R 1969
 QO0693_MARK LOGO: MNHD  
 QO0693_PROJECTION: RECESSED 8 CENTIMETERS
 QO0693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0693+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2009
 QO0693
 QO0693  HISTORY     - Date     Condition        Report By
 QO0693  HISTORY     - 1969     MONUMENTED       MNDT
 QO0693  HISTORY     - 20090304 GOOD             MNDT
 QO0693  HISTORY     - 20090304 GOOD             MNDT
 QO0693
 QO0693                          STATION DESCRIPTION
 QO0693
 QO0693'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0693'IN LINO LAKES.
 QO0693'MARK IS LOCATED IN THE VILLAGE OF LINO LAKES, 0.5 MILES NORTHEAST OF
 QO0693'THE CROSSING AT RICE CREEK, 0.6 MILES SOUTHWEST OF THE JUNCTION OF FAI
 QO0693'35-W AND COUNTY ROAD 21, 95 FEET SOUTHEAST OF FAI 35-W NORTHBOUND
 QO0693'CENTERLINE STATION 985 + 90, 21 FEET SOUTHEAST OF THE WEST LEG OF A
 QO0693'HIGHWAY INFORMATION SIGN (JCT. 35-E AND 35W) 16 FEET SOUTHEAST OF THE
 QO0693'EAST LEG OF THE SAME SIGN, 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE,
 QO0693'1 FOOT WEST OF A STEEL WITNESS POST IN A 6 FOOT PRE-CAST CONCRETE
 QO0693'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 2, T31N, R22W.
 QO0693
 QO0693                          STATION RECOVERY (2009)
 QO0693
 QO0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0693'RECOVERED AS DESCRIBED.
 QO0693
 QO0693                          STATION RECOVERY (2009)
 QO0693
 QO0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0693'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0768 ***********************************************************************
 QO0768  DESIGNATION -  0280 S
 QO0768  PID         -  QO0768
 QO0768  STATE/COUNTY-  MN/ANOKA
 QO0768  COUNTRY     -  US
 QO0768  USGS QUAD   -  CENTERVILLE (1993)
 QO0768
 QO0768                         *CURRENT SURVEY CONTROL
 QO0768  ______________________________________________________________________
 QO0768* NAD 83(1996) POSITION- 45 12 52.00725(N) 093 02 03.22392(W)   ADJUSTED  
 QO0768* NAVD 88 ORTHO HEIGHT -   278.794  (meters)     914.68  (feet) ADJUSTED  
 QO0768  ______________________________________________________________________
 QO0768  LAPLACE CORR    -          1.27  (seconds)                    DEFLEC09
 QO0768  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 QO0768  DYNAMIC HEIGHT  -        278.793 (meters)      914.67  (feet) COMP
 QO0768  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 QO0768
 QO0768  HORZ ORDER      -  SECOND
 QO0768  VERT ORDER      -  SECOND    CLASS 0
 QO0768
 QO0768.The horizontal coordinates were established by classical geodetic methods
 QO0768.and adjusted by the National Geodetic Survey in March 1999.
 QO0768.
 QO0768.The orthometric height was determined by differential leveling and
 QO0768.adjusted in June 1991.
 QO0768
 QO0768.Photographs are available for this station.
 QO0768
 QO0768.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0768
 QO0768.The dynamic height is computed by dividing the NAVD 88
 QO0768.geopotential number by the normal gravity value computed on the
 QO0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0768.degrees latitude (g = 980.6199 gals.).
 QO0768
 QO0768.The modeled gravity was interpolated from observed gravity values.
 QO0768
 QO0768. The following values were computed from the NAD 83(1996) position.
 QO0768
 QO0768;                    North         East     Units Scale Factor Converg.
 QO0768;SPC MN S     -   346,506.677   875,861.610   MT  0.99999952   +0 40 37.0
 QO0768;SPC MN S     - 1,136,830.66  2,873,555.97   sFT  0.99999952   +0 40 37.0
 QO0768;UTM  15      - 5,006,773.702   497,312.324   MT  0.99960009   -0 01 27.5
 QO0768
 QO0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0768!SPC MN S     -   0.99996060  x   0.99999952  =   0.99996012
 QO0768!UTM  15      -   0.99996060  x   0.99960009  =   0.99956070
 QO0768
 QO0768                          SUPERSEDED SURVEY CONTROL
 QO0768
 QO0768  NAD 83(1986)-  45 12 52.00191(N)    093 02 03.21283(W) AD(       ) 2
 QO0768  NAD 27      -  45 12 52.12034(N)    093 02 02.42355(W) AD(       ) 2
 QO0768  NGVD 29 (??/??/92)  278.752  (m)          914.54   (f) ADJ UNCH    2 0
 QO0768
 QO0768.Superseded values are not recommended for survey control.
 QO0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0768.See file dsdata.txt to determine how the superseded data were derived.
 QO0768
 QO0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9731206773(NAD 83)
 QO0768
 QO0768_MARKER: DB = BENCH MARK DISK
 QO0768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0768_SP_SET: BRIDGE ABUTMENT
 QO0768_STAMPING: 0280 S 1969
 QO0768_MARK LOGO: MNHD  
 QO0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0768+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 QO0768
 QO0768  HISTORY     - Date     Condition        Report By
 QO0768  HISTORY     - 1969     MONUMENTED       MNDT
 QO0768  HISTORY     - 1970     GOOD             MNDT
 QO0768  HISTORY     - 1990     GOOD             USPSQD
 QO0768  HISTORY     - 20051123 GOOD             USPSQD
 QO0768  HISTORY     - 20090305 GOOD             MNDT
 QO0768
 QO0768                          STATION DESCRIPTION
 QO0768
 QO0768'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0768'IN LINO LAKES.
 QO0768'IN THE VILLAGE OF LINO LAKES, ABOUT 4.0 MILES NORTHWEST OF THE TOWN OF
 QO0768'HUGO (WASHINGTON COUNTY) 0.3 MILES SOUTHWEST OF THE NORTH JUNCTION OF
 QO0768'FAI 35W AND FAI 35E, IN THE SOUTHEAST CORNER OF BRIDGE NO. 02801,
 QO0768'COUNTY ROAD 21 OVER FAI 35W.  SW 1/4, SEC 36, T 32N, R 22W.
 QO0768
 QO0768                          STATION RECOVERY (1990)
 QO0768
 QO0768'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0768'RECOVERED IN GOOD CONDITION.
 QO0768
 QO0768                          STATION RECOVERY (2005)
 QO0768
 QO0768'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0768'RECOVERED IN GOOD CONDITION.
 QO0768
 QO0768                          STATION RECOVERY (2009)
 QO0768
 QO0768'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0768'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0767 ***********************************************************************
 QO0767  DESIGNATION -  0280 T
 QO0767  PID         -  QO0767
 QO0767  STATE/COUNTY-  MN/ANOKA
 QO0767  COUNTRY     -  US
 QO0767  USGS QUAD   -  CENTERVILLE (1993)
 QO0767
 QO0767                         *CURRENT SURVEY CONTROL
 QO0767  ______________________________________________________________________
 QO0767* NAD 83(1986) POSITION- 45 13 05.32   (N) 093 01 46.12   (W)   HD_HELD1  
 QO0767* NAVD 88 ORTHO HEIGHT -   280.263  (meters)     919.50  (feet) ADJUSTED  
 QO0767  ______________________________________________________________________
 QO0767  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 QO0767  DYNAMIC HEIGHT  -        280.261 (meters)      919.49  (feet) COMP
 QO0767  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 QO0767
 QO0767  VERT ORDER      -  SECOND    CLASS 0
 QO0767
 QO0767.The horizontal coordinates were established by differentially corrected
 QO0767.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0767.
 QO0767.The orthometric height was determined by differential leveling and
 QO0767.adjusted in June 1991.
 QO0767
 QO0767.Photographs are available for this station.
 QO0767
 QO0767.The dynamic height is computed by dividing the NAVD 88
 QO0767.geopotential number by the normal gravity value computed on the
 QO0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0767.degrees latitude (g = 980.6199 gals.).
 QO0767
 QO0767.The modeled gravity was interpolated from observed gravity values.
 QO0767
 QO0767;                    North         East    Units  Estimated Accuracy
 QO0767;SPC MN S     -   346,922.0     876,229.9     MT  (+/- 3 meters HH1 GPS) 
 QO0767
 QO0767                          SUPERSEDED SURVEY CONTROL
 QO0767
 QO0767  NGVD 29 (??/??/92)  280.220  (m)          919.36   (f) ADJ UNCH    2 0
 QO0767
 QO0767.Superseded values are not recommended for survey control.
 QO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0767.See file dsdata.txt to determine how the superseded data were derived.
 QO0767
 QO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9768507184(NAD 83)
 QO0767
 QO0767_MARKER: DB = BENCH MARK DISK
 QO0767_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0767_SP_SET: BRIDGE ABUTMENT
 QO0767_STAMPING: 0280 T 1969
 QO0767_MARK LOGO: MNHD  
 QO0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0767+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 QO0767
 QO0767  HISTORY     - Date     Condition        Report By
 QO0767  HISTORY     - 1969     MONUMENTED       MNDT
 QO0767  HISTORY     - 1970     GOOD             MNDT
 QO0767  HISTORY     - 1990     GOOD             USPSQD
 QO0767  HISTORY     - 20051123 GOOD             USPSQD
 QO0767  HISTORY     - 20090304 GOOD             MNDT
 QO0767  HISTORY     - 20101115 GOOD             MNDT
 QO0767
 QO0767                          STATION DESCRIPTION
 QO0767
 QO0767'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0767'IN LINO LAKES.
 QO0767'IN THE VILLAGE OF LINO LAKES, ABOUT 4.5 MILES NORTHWEST OF THE TOWN OF
 QO0767'HUGO (WASHINGTON COUNTY) 2.2 MILES SOUTH OF THE JUNCTION OF FAI 35 AND
 QO0767'T.H. 8, AT THE NORTH JUNCTION OF FAI 35W AND FAI 35E, IN THE SOUTHEAST
 QO0767'CORNER OF BRIDGE NO. 02804, FAI 35W NORTHBOUND OVER FAI 35E
 QO0767'SOUTHBOUND.  SE 1/4, SEC 36, T 32N, R 22W.
 QO0767
 QO0767                          STATION RECOVERY (1990)
 QO0767
 QO0767'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0767'RECOVERED IN GOOD CONDITION.
 QO0767
 QO0767                          STATION RECOVERY (2005)
 QO0767
 QO0767'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0767'RECOVERED IN GOOD CONDITION.
 QO0767
 QO0767                          STATION RECOVERY (2009)
 QO0767
 QO0767'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0767'RECOVERED AS DESCRIBED.
 QO0767
 QO0767                          STATION RECOVERY (2010)
 QO0767
 QO0767'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0767'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5386 ***********************************************************************
 DL5386  DESIGNATION -  0280 U
 DL5386  PID         -  DL5386
 DL5386  STATE/COUNTY-  MN/ANOKA
 DL5386  COUNTRY     -  US
 DL5386  USGS QUAD   -  CIRCLE PINES (1993)
 DL5386
 DL5386                         *CURRENT SURVEY CONTROL
 DL5386  ______________________________________________________________________
 DL5386* NAD 83(1986) POSITION- 45 07 42.19   (N) 093 11 17.17   (W)   HD_HELD1  
 DL5386* NAVD 88 ORTHO HEIGHT -   283.735  (meters)     930.89  (feet) ADJUSTED  
 DL5386  ______________________________________________________________________
 DL5386  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DL5386  DYNAMIC HEIGHT  -        283.730 (meters)      930.87  (feet) COMP
 DL5386  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 DL5386
 DL5386  VERT ORDER      -  SECOND    CLASS I
 DL5386
 DL5386.The horizontal coordinates were established by differentially corrected
 DL5386.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL5386.
 DL5386.The orthometric height was determined by differential leveling and
 DL5386.adjusted in February 2010.
 DL5386
 DL5386.No vertical observational check was made to the station.
 DL5386
 DL5386.The dynamic height is computed by dividing the NAVD 88
 DL5386.geopotential number by the normal gravity value computed on the
 DL5386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5386.degrees latitude (g = 980.6199 gals.).
 DL5386
 DL5386.The modeled gravity was interpolated from observed gravity values.
 DL5386
 DL5386;                    North         East    Units  Estimated Accuracy
 DL5386;SPC MN S     -   336,811.5     863,870.2     MT  (+/- 3 meters HH1 GPS) 
 DL5386
 DL5386                          SUPERSEDED SURVEY CONTROL
 DL5386
 DL5386.No superseded survey control is available for this station.
 DL5386
 DL5386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8520797229(NAD 83)
 DL5386
 DL5386_MARKER: DD = SURVEY DISK
 DL5386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5386_SP_SET: BRIDGE RAIL
 DL5386_STAMPING: 0280 U 1998
 DL5386_MARK LOGO: MNDT  
 DL5386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5386+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 DL5386
 DL5386  HISTORY     - Date     Condition        Report By
 DL5386  HISTORY     - 1996     MONUMENTED       MNDT
 DL5386  HISTORY     - 19980520 GOOD             MNDT
 DL5386
 DL5386                          STATION DESCRIPTION
 DL5386
 DL5386'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL5386'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF
 DL5386'CENTERVILLE, 4.4 MI (7.1 KM) NORTH OF NEW BRIGHTON AND 2.3 MI (3.7 KM)
 DL5386'SOUTHWEST OF CIRCLE PINES.
 DL5386' 
 DL5386'IN BLAINE, IN RAILING AT SE CORNER OF BRIDGE NO 9607 (LAKE DRIVE OVER
 DL5386'FAI-35W), 0.2 MI (0.3 KM) NORTH ALONG FAI-35W FROM THE JUNCTION OF CO
 DL5386'ROAD J, AT FAI-35W MILEPOST 30.95,
 DL5386' 
 DL5386'IT IS 2.0 FT (0.6 M) WEST OF SE CORNER OF RAILING, 6.0 FT (1.8 M)
 DL5386'NORTH OF WING WALL, 33.8 FT (10.3 M) SOUTH OF NORTH RAILING.
 DL5386' 
 DL5386'NOTE-DISK WAS PUT IN BRIDGE WHEN BUILT IN 1996 AND THEN THE YEAR 1998
 DL5386'WAS PUT IN DISK AT TIME OF LEVELING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5385 ***********************************************************************
 DL5385  DESIGNATION -  0280 V
 DL5385  PID         -  DL5385
 DL5385  STATE/COUNTY-  MN/ANOKA
 DL5385  COUNTRY     -  US
 DL5385  USGS QUAD   -  CIRCLE PINES (1993)
 DL5385
 DL5385                         *CURRENT SURVEY CONTROL
 DL5385  ______________________________________________________________________
 DL5385* NAD 83(1986) POSITION- 45 07 40.06   (N) 093 11 20.50   (W)   HD_HELD1  
 DL5385* NAVD 88 ORTHO HEIGHT -   283.499  (meters)     930.11  (feet) ADJUSTED  
 DL5385  ______________________________________________________________________
 DL5385  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DL5385  DYNAMIC HEIGHT  -        283.495 (meters)      930.10  (feet) COMP
 DL5385  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 DL5385
 DL5385  VERT ORDER      -  SECOND    CLASS I
 DL5385
 DL5385.The horizontal coordinates were established by differentially corrected
 DL5385.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL5385.
 DL5385.The orthometric height was determined by differential leveling and
 DL5385.adjusted in February 2010.
 DL5385
 DL5385.No vertical observational check was made to the station.
 DL5385
 DL5385.The dynamic height is computed by dividing the NAVD 88
 DL5385.geopotential number by the normal gravity value computed on the
 DL5385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5385.degrees latitude (g = 980.6199 gals.).
 DL5385
 DL5385.The modeled gravity was interpolated from observed gravity values.
 DL5385
 DL5385;                    North         East    Units  Estimated Accuracy
 DL5385;SPC MN S     -   336,745.0     863,798.1     MT  (+/- 3 meters HH1 GPS) 
 DL5385
 DL5385                          SUPERSEDED SURVEY CONTROL
 DL5385
 DL5385.No superseded survey control is available for this station.
 DL5385
 DL5385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8513497164(NAD 83)
 DL5385
 DL5385_MARKER: DD = SURVEY DISK
 DL5385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5385_SP_SET: BRIDGE RAIL
 DL5385_STAMPING: 0280 V 1998
 DL5385_MARK LOGO: MNDT  
 DL5385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5385+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 DL5385
 DL5385  HISTORY     - Date     Condition        Report By
 DL5385  HISTORY     - 1996     MONUMENTED       MNDT
 DL5385  HISTORY     - 19980520 GOOD             MNDT
 DL5385
 DL5385                          STATION DESCRIPTION
 DL5385
 DL5385'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL5385'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DL5385'CENTERVILLE, 4.3 MI (6.9 KM) NORTH OF NEW BRIGHTON AND 2.3 MI (3.7 KM)
 DL5385'SOUTHWEST OF CIRCLE PINES.
 DL5385' 
 DL5385'IN BLAINE, IN RAILING AT SW CORNER OF BRIDGE NO 9607 (LAKE DRIVE OVER
 DL5385'FAI-35W), 0.2 MI (0.3 KM) NORTH ALONG FAI-35W FROM THE JUNCTION OF CO
 DL5385'ROAD J, AT FAI-35W MILEPOST 30.95, IT IS 1.2 FT (0.4 M) EAST OF SW
 DL5385'CORNER OF RAILING, 34.1 FT (10.4 M) SOUTH OF NORTH RAILING.
 DL5385' 
 DL5385'NOTE-DISK WAS PUT IN BRIDGE WHEN BUILT IN 1996 AND THEN THE YEAR 1998
 DL5385'WAS PUT IN DISK AT TIME OF LEVELING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5387 ***********************************************************************
 DL5387  DESIGNATION -  0280 W
 DL5387  PID         -  DL5387
 DL5387  STATE/COUNTY-  MN/ANOKA
 DL5387  COUNTRY     -  US
 DL5387  USGS QUAD   -  CIRCLE PINES (1993)
 DL5387
 DL5387                         *CURRENT SURVEY CONTROL
 DL5387  ______________________________________________________________________
 DL5387* NAD 83(1986) POSITION- 45 09 32.46   (N) 093 09 47.27   (W)   HD_HELD1  
 DL5387* NAVD 88 ORTHO HEIGHT -   283.624  (meters)     930.52  (feet) ADJUSTED  
 DL5387  ______________________________________________________________________
 DL5387  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DL5387  DYNAMIC HEIGHT  -        283.620 (meters)      930.51  (feet) COMP
 DL5387  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 DL5387
 DL5387  VERT ORDER      -  SECOND    CLASS I
 DL5387
 DL5387.The horizontal coordinates were established by differentially corrected
 DL5387.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL5387.
 DL5387.The orthometric height was determined by differential leveling and
 DL5387.adjusted in February 2010.
 DL5387
 DL5387.The dynamic height is computed by dividing the NAVD 88
 DL5387.geopotential number by the normal gravity value computed on the
 DL5387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5387.degrees latitude (g = 980.6199 gals.).
 DL5387
 DL5387.The modeled gravity was interpolated from observed gravity values.
 DL5387
 DL5387;                    North         East    Units  Estimated Accuracy
 DL5387;SPC MN S     -   340,235.2     865,799.8     MT  (+/- 3 meters HH1 GPS) 
 DL5387
 DL5387                          SUPERSEDED SURVEY CONTROL
 DL5387
 DL5387.No superseded survey control is available for this station.
 DL5387
 DL5387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8717800628(NAD 83)
 DL5387
 DL5387_MARKER: DD = SURVEY DISK
 DL5387_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5387_SP_SET: BRIDGE RAIL
 DL5387_STAMPING: 0280 W 1998
 DL5387_MARK LOGO: MNDT  
 DL5387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL5387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5387+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 DL5387
 DL5387  HISTORY     - Date     Condition        Report By
 DL5387  HISTORY     - 1998     MONUMENTED       MNDT
 DL5387  HISTORY     - 19980520 GOOD             MNDT
 DL5387
 DL5387                          STATION DESCRIPTION
 DL5387
 DL5387'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL5387'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF NEW
 DL5387'BRIGHTON, 5.3 MI (8.5 KM) WEST OF CENTERVILLE AND 0.9 MI (1.4 KM)
 DL5387'NORTHWEST OF CIRCLE PINES.
 DL5387' 
 DL5387'IN BLAINE, IN RAILING AT SE CORNER OF BRIDGE NO 02550 (LEXINGTON
 DL5387'AVENUE OVER I-35W), AT I-35W MILEPOST 33.5,
 DL5387' 
 DL5387'IT IS 1.8 FT (0.5 M) WEST OF NE END OF RAILING, 11.0 FT (3.4 M)
 DL5387'NORTHEAST OF NORTH EDGE OF CONCRETE, 23.0 FT (7.0 M) EAST OF LEXINGTON
 DL5387'AVENUE, 21.5 FT (6.6 M) NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0762 ***********************************************************************
 QO0762  DESIGNATION -  0282 B
 QO0762  PID         -  QO0762
 QO0762  STATE/COUNTY-  MN/ANOKA
 QO0762  COUNTRY     -  US
 QO0762  USGS QUAD   -  CENTERVILLE (1993)
 QO0762
 QO0762                         *CURRENT SURVEY CONTROL
 QO0762  ______________________________________________________________________
 QO0762* NAD 83(1986) POSITION- 45 08 19.     (N) 093 02 19.     (W)   SCALED    
 QO0762* NAVD 88 ORTHO HEIGHT -   283.615  (meters)     930.49  (feet) ADJUSTED  
 QO0762  ______________________________________________________________________
 QO0762  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 QO0762  DYNAMIC HEIGHT  -        283.612 (meters)      930.48  (feet) COMP
 QO0762  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QO0762
 QO0762  VERT ORDER      -  SECOND    CLASS 0
 QO0762
 QO0762.The horizontal coordinates were scaled from a topographic map and have
 QO0762.an estimated accuracy of +/- 6 seconds.
 QO0762.
 QO0762.The orthometric height was determined by differential leveling and
 QO0762.adjusted in June 1991.
 QO0762
 QO0762.Photographs are available for this station.
 QO0762
 QO0762.The dynamic height is computed by dividing the NAVD 88
 QO0762.geopotential number by the normal gravity value computed on the
 QO0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0762.degrees latitude (g = 980.6199 gals.).
 QO0762
 QO0762.The modeled gravity was interpolated from observed gravity values.
 QO0762
 QO0762;                    North         East    Units  Estimated Accuracy
 QO0762;SPC MN S     -   338,080.      875,620.      MT  (+/- 180 meters Scaled)
 QO0762
 QO0762                          SUPERSEDED SURVEY CONTROL
 QO0762
 QO0762  NGVD 29 (??/??/92)  283.564  (m)          930.33   (f) ADJ UNCH    2 0
 QO0762
 QO0762.Superseded values are not recommended for survey control.
 QO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0762.See file dsdata.txt to determine how the superseded data were derived.
 QO0762
 QO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK969983(NAD 83)
 QO0762
 QO0762_MARKER: DD = SURVEY DISK
 QO0762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0762_SP_SET: MONUMENT
 QO0762_STAMPING: 0282-B 1969
 QO0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0762
 QO0762  HISTORY     - Date     Condition        Report By
 QO0762  HISTORY     - 1969     MONUMENTED       MNDT
 QO0762
 QO0762                          STATION DESCRIPTION
 QO0762
 QO0762'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0762'3.0 MI SW FROM HUGO.
 QO0762'MARK IS LOCATED ABOUT 150 FEET NORTH OF A DEAD-END ROAD WEST, 200 FEET
 QO0762'EAST OF A 2 STORY BRICK HOUSE, 3 FEET EAST OF THE WEST R/W FENCE, 1
 QO0762'FOOT EAST OF A STEEL WITNESS POST, 95 FEET WEST OF FAI 35E SOUTHBOUND
 QO0762'CENTERLINE STATION.  1.0 MILES NORTH OF THE RAMSEY-ANOKA COUNTY LINE,
 QO0762'IN A PRE-CAST CONCRETE MONUMENT AND PROJECTS ABOUT 8 INCHES ABOVE
 QO0762'GROUND.  NW 1/4 SECTION 35, T 31N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0763 ***********************************************************************
 QO0763  DESIGNATION -  0282 C
 QO0763  PID         -  QO0763
 QO0763  STATE/COUNTY-  MN/ANOKA
 QO0763  COUNTRY     -  US
 QO0763  USGS QUAD   -  CENTERVILLE (1993)
 QO0763
 QO0763                         *CURRENT SURVEY CONTROL
 QO0763  ______________________________________________________________________
 QO0763* NAD 83(1986) POSITION- 45 08 33.     (N) 093 02 07.     (W)   SCALED    
 QO0763* NAVD 88 ORTHO HEIGHT -   279.968  (meters)     918.53  (feet) ADJUSTED  
 QO0763  ______________________________________________________________________
 QO0763  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 QO0763  DYNAMIC HEIGHT  -        279.965 (meters)      918.52  (feet) COMP
 QO0763  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QO0763
 QO0763  VERT ORDER      -  SECOND    CLASS 0
 QO0763
 QO0763.The horizontal coordinates were scaled from a topographic map and have
 QO0763.an estimated accuracy of +/- 6 seconds.
 QO0763.
 QO0763.The orthometric height was determined by differential leveling and
 QO0763.adjusted in June 1991.
 QO0763
 QO0763.The dynamic height is computed by dividing the NAVD 88
 QO0763.geopotential number by the normal gravity value computed on the
 QO0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0763.degrees latitude (g = 980.6199 gals.).
 QO0763
 QO0763.The modeled gravity was interpolated from observed gravity values.
 QO0763
 QO0763;                    North         East    Units  Estimated Accuracy
 QO0763;SPC MN S     -   338,510.      875,870.      MT  (+/- 180 meters Scaled)
 QO0763
 QO0763                          SUPERSEDED SURVEY CONTROL
 QO0763
 QO0763  NGVD 29 (??/??/92)  279.918  (m)          918.36   (f) ADJ UNCH    2 0
 QO0763
 QO0763.Superseded values are not recommended for survey control.
 QO0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0763.See file dsdata.txt to determine how the superseded data were derived.
 QO0763
 QO0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972987(NAD 83)
 QO0763
 QO0763_MARKER: DD = SURVEY DISK
 QO0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0763_SP_SET: MONUMENT
 QO0763_STAMPING: 0282-C 1969
 QO0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0763
 QO0763  HISTORY     - Date     Condition        Report By
 QO0763  HISTORY     - 1969     MONUMENTED       MNDT
 QO0763
 QO0763                          STATION DESCRIPTION
 QO0763
 QO0763'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0763'2.3 MI SW FROM HUGO.
 QO0763'MARK IS LOCATED ABOUT 1.3 MILES NORTH OF THE RAMSEY-ANOKA COUNTY LINE,
 QO0763'95 FEET WEST OF FAI 35E SOUTHBOUND CENTERLINE, STATION, 5 FEET EAST OF
 QO0763'THE WEST R/W FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A PRE-CAST
 QO0763'CONCRETE MONUMENT AND PROJECTS ABOUT 1 FOOT ABOVE GROUND. SW 1/4
 QO0763'SECTION 25, T 31N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0764 ***********************************************************************
 QO0764  DESIGNATION -  0282 D
 QO0764  PID         -  QO0764
 QO0764  STATE/COUNTY-  MN/ANOKA
 QO0764  COUNTRY     -  US
 QO0764  USGS QUAD   -  CENTERVILLE (1993)
 QO0764
 QO0764                         *CURRENT SURVEY CONTROL
 QO0764  ______________________________________________________________________
 QO0764* NAD 83(1996) POSITION- 45 09 50.04843(N) 093 01 51.13283(W)   ADJUSTED  
 QO0764* NAVD 88 ORTHO HEIGHT -   284.092  (meters)     932.06  (feet) ADJUSTED  
 QO0764  ______________________________________________________________________
 QO0764  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC09
 QO0764  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 QO0764  DYNAMIC HEIGHT  -        284.090 (meters)      932.05  (feet) COMP
 QO0764  MODELED GRAVITY -    980,600.1   (mgal)                       NAVD 88
 QO0764
 QO0764  HORZ ORDER      -  SECOND
 QO0764  VERT ORDER      -  SECOND    CLASS I
 QO0764
 QO0764.The horizontal coordinates were established by classical geodetic methods
 QO0764.and adjusted by the National Geodetic Survey in March 1999.
 QO0764.
 QO0764.The orthometric height was determined by differential leveling and
 QO0764.adjusted in June 1991.
 QO0764
 QO0764.Photographs are available for this station.
 QO0764
 QO0764.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0764
 QO0764.The dynamic height is computed by dividing the NAVD 88
 QO0764.geopotential number by the normal gravity value computed on the
 QO0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0764.degrees latitude (g = 980.6199 gals.).
 QO0764
 QO0764.The modeled gravity was interpolated from observed gravity values.
 QO0764
 QO0764. The following values were computed from the NAD 83(1996) position.
 QO0764
 QO0764;                    North         East     Units Scale Factor Converg.
 QO0764;SPC MN S     -   340,892.983   876,192.015   MT  0.99998890   +0 40 45.4
 QO0764;SPC MN S     - 1,118,413.06  2,874,639.97   sFT  0.99998890   +0 40 45.4
 QO0764;UTM  15      - 5,001,158.599   497,573.900   MT  0.99960007   -0 01 18.8
 QO0764
 QO0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0764!SPC MN S     -   0.99995976  x   0.99998890  =   0.99994866
 QO0764!UTM  15      -   0.99995976  x   0.99960007  =   0.99955984
 QO0764
 QO0764                          SUPERSEDED SURVEY CONTROL
 QO0764
 QO0764  NAD 83(1986)-  45 09 50.04418(N)    093 01 51.11929(W) AD(       ) 2
 QO0764  NAD 27      -  45 09 50.16518(N)    093 01 50.33014(W) AD(       ) 2
 QO0764  NGVD 29 (??/??/92)  284.045  (m)          931.90   (f) ADJ UNCH    2 0
 QO0764
 QO0764.Superseded values are not recommended for survey control.
 QO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0764.See file dsdata.txt to determine how the superseded data were derived.
 QO0764
 QO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9757301158(NAD 83)
 QO0764
 QO0764_MARKER: DB = BENCH MARK DISK
 QO0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0764_SP_SET: BRIDGE WALL
 QO0764_STAMPING: 0282 D 1969
 QO0764_MARK LOGO: MNHD  
 QO0764_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0764+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 QO0764
 QO0764  HISTORY     - Date     Condition        Report By
 QO0764  HISTORY     - 1969     MONUMENTED       MNHD
 QO0764  HISTORY     - 1987     GOOD             USPSQD
 QO0764  HISTORY     - 1990     GOOD             USPSQD
 QO0764  HISTORY     - 20020730 GOOD             MNDT
 QO0764  HISTORY     - 20051008 GOOD             USPSQD
 QO0764  HISTORY     - 20051012 GOOD             USPSQD
 QO0764
 QO0764                          STATION DESCRIPTION
 QO0764
 QO0764'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0764'1.4 MI W FROM HUGO.
 QO0764'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 02083, COUNTY ROAD
 QO0764'14 OVER FAI 35E.
 QO0764
 QO0764                          STATION RECOVERY (1987)
 QO0764
 QO0764'RECOVERY NOTE BY US POWER SQUADRON 1987 (REA)
 QO0764'RECOVERED IN GOOD CONDITION.
 QO0764
 QO0764                          STATION RECOVERY (1990)
 QO0764
 QO0764'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0764'RECOVERED IN GOOD CONDITION.
 QO0764
 QO0764                          STATION RECOVERY (2002)
 QO0764
 QO0764'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 QO0764'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QO0764
 QO0764                          STATION RECOVERY (2005)
 QO0764
 QO0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0764'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 QO0764
 QO0764                          STATION RECOVERY (2005)
 QO0764
 QO0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3106 ***********************************************************************
 DH3106  DESIGNATION -  0282 D 1
 DH3106  PID         -  DH3106
 DH3106  STATE/COUNTY-  MN/WASHINGTON
 DH3106  COUNTRY     -  US
 DH3106  USGS QUAD   -  CENTERVILLE (1993)
 DH3106
 DH3106                         *CURRENT SURVEY CONTROL
 DH3106  ______________________________________________________________________
 DH3106* NAD 83(1986) POSITION- 45 09 49.     (N) 093 01 10.     (W)   SCALED    
 DH3106* NAVD 88 ORTHO HEIGHT -   279.980  (meters)     918.57  (feet) ADJUSTED  
 DH3106  ______________________________________________________________________
 DH3106  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DH3106  DYNAMIC HEIGHT  -        279.978 (meters)      918.56  (feet) COMP
 DH3106  MODELED GRAVITY -    980,600.2   (mgal)                       NAVD 88
 DH3106
 DH3106  VERT ORDER      -  SECOND    CLASS I
 DH3106
 DH3106.The horizontal coordinates were scaled from a topographic map and have
 DH3106.an estimated accuracy of +/- 6 seconds.
 DH3106.
 DH3106.The orthometric height was determined by differential leveling and
 DH3106.adjusted in March 2006.
 DH3106
 DH3106.No vertical observational check was made to the station.
 DH3106
 DH3106.The dynamic height is computed by dividing the NAVD 88
 DH3106.geopotential number by the normal gravity value computed on the
 DH3106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3106.degrees latitude (g = 980.6199 gals.).
 DH3106
 DH3106.The modeled gravity was interpolated from observed gravity values.
 DH3106
 DH3106;                    North         East    Units  Estimated Accuracy
 DH3106;SPC MN S     -   340,870.      877,090.      MT  (+/- 180 meters Scaled)
 DH3106
 DH3106                          SUPERSEDED SURVEY CONTROL
 DH3106
 DH3106.No superseded survey control is available for this station.
 DH3106
 DH3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL984011(NAD 83)
 DH3106
 DH3106_MARKER: DD = SURVEY DISK
 DH3106_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH3106+WITH SETTING: PAVEMENT
 DH3106_SP_SET: SLAB
 DH3106_STAMPING: 0282 D 1 2002
 DH3106_MARK LOGO: NGS   
 DH3106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3106+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DH3106
 DH3106  HISTORY     - Date     Condition        Report By
 DH3106  HISTORY     - 2002     MONUMENTED       NGS
 DH3106
 DH3106                          STATION DESCRIPTION
 DH3106
 DH3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DH3106'THE MARK IS 1.35 MI (2.17 KM) WEST ALONG CO RD 8 FROM JCT OF CO RD 8
 DH3106'AND TH 61 IN HUGO, 47 FT (14.3 M) NORTH OF CO RD 8, 209 FT (63.7 M)
 DH3106'EAST OF 24TH AVE, 2.4 FT (0.7 M) WEST OF NW COR OF LARGE TRANSFORMER
 DH3106'BOX NO 4835, FLUSH, NOT MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3107 ***********************************************************************
 DH3107  DESIGNATION -  0282 D 2
 DH3107  PID         -  DH3107
 DH3107  STATE/COUNTY-  MN/WASHINGTON
 DH3107  COUNTRY     -  US
 DH3107  USGS QUAD   -  HUGO (1993)
 DH3107
 DH3107                         *CURRENT SURVEY CONTROL
 DH3107  ______________________________________________________________________
 DH3107* NAD 83(1986) POSITION- 45 09 35.     (N) 092 59 35.     (W)   SCALED    
 DH3107* NAVD 88 ORTHO HEIGHT -   285.353  (meters)     936.20  (feet) ADJUSTED  
 DH3107  ______________________________________________________________________
 DH3107  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DH3107  DYNAMIC HEIGHT  -        285.351 (meters)      936.19  (feet) COMP
 DH3107  MODELED GRAVITY -    980,600.4   (mgal)                       NAVD 88
 DH3107
 DH3107  VERT ORDER      -  SECOND    CLASS I
 DH3107
 DH3107.The horizontal coordinates were scaled from a topographic map and have
 DH3107.an estimated accuracy of +/- 6 seconds.
 DH3107.
 DH3107.The orthometric height was determined by differential leveling and
 DH3107.adjusted in March 2006.
 DH3107
 DH3107.No vertical observational check was made to the station.
 DH3107
 DH3107.Photographs are available for this station.
 DH3107
 DH3107.The dynamic height is computed by dividing the NAVD 88
 DH3107.geopotential number by the normal gravity value computed on the
 DH3107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3107.degrees latitude (g = 980.6199 gals.).
 DH3107
 DH3107.The modeled gravity was interpolated from observed gravity values.
 DH3107
 DH3107;                    North         East    Units  Estimated Accuracy
 DH3107;SPC MN S     -   340,460.      879,170.      MT  (+/- 180 meters Scaled)
 DH3107
 DH3107                          SUPERSEDED SURVEY CONTROL
 DH3107
 DH3107.No superseded survey control is available for this station.
 DH3107
 DH3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL005006(NAD 83)
 DH3107
 DH3107_MARKER: DD = SURVEY DISK
 DH3107_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH3107_SP_SET: STOP LIGHT BASE
 DH3107_STAMPING: 0282 D 2 2002
 DH3107_MARK LOGO: MNDT  
 DH3107_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH3107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3107+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 DH3107
 DH3107  HISTORY     - Date     Condition        Report By
 DH3107  HISTORY     - 2002     MONUMENTED       NGS
 DH3107  HISTORY     - 20051013 GOOD             MNDT
 DH3107
 DH3107                          STATION DESCRIPTION
 DH3107
 DH3107'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DH3107'THE MARK IS IN HUGO IN STOPLIGHT BASE AT NE COR OF TH 61 AND CO RD 8
 DH3107'WEST, AT TH 61 MP 152.6, 23.4 FT (7.1 M) EAST OF TH 61, 0.3 FT (9.1
 DH3107'CM) WEST OF STOPLIGHT BASE, 6.6 FT (2.0 M) NNW OF HYDRANT, 29.1 FT
 DH3107'(8.9 M) NORTH OF 145TH ST NORTH, FLUSH, NOT MAGNETIC, AND NOT SUITABLE
 DH3107'FOR GPS.
 DH3107
 DH3107                          STATION RECOVERY (2005)
 DH3107
 DH3107'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 DH3107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0765 ***********************************************************************
 QO0765  DESIGNATION -  0282 E
 QO0765  PID         -  QO0765
 QO0765  STATE/COUNTY-  MN/ANOKA
 QO0765  COUNTRY     -  US
 QO0765  USGS QUAD   -  CENTERVILLE (1993)
 QO0765
 QO0765                         *CURRENT SURVEY CONTROL
 QO0765  ______________________________________________________________________
 QO0765* NAD 83(1986) POSITION- 45 10 57.     (N) 093 01 44.     (W)   SCALED    
 QO0765* NAVD 88 ORTHO HEIGHT -   278.080  (meters)     912.33  (feet) ADJUSTED  
 QO0765  ______________________________________________________________________
 QO0765  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QO0765  DYNAMIC HEIGHT  -        278.078 (meters)      912.33  (feet) COMP
 QO0765  MODELED GRAVITY -    980,601.2   (mgal)                       NAVD 88
 QO0765
 QO0765  VERT ORDER      -  SECOND    CLASS 0
 QO0765
 QO0765.The horizontal coordinates were scaled from a topographic map and have
 QO0765.an estimated accuracy of +/- 6 seconds.
 QO0765.
 QO0765.The orthometric height was determined by differential leveling and
 QO0765.adjusted in June 1991.
 QO0765
 QO0765.The dynamic height is computed by dividing the NAVD 88
 QO0765.geopotential number by the normal gravity value computed on the
 QO0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0765.degrees latitude (g = 980.6199 gals.).
 QO0765
 QO0765.The modeled gravity was interpolated from observed gravity values.
 QO0765
 QO0765;                    North         East    Units  Estimated Accuracy
 QO0765;SPC MN S     -   342,960.      876,320.      MT  (+/- 180 meters Scaled)
 QO0765
 QO0765                          SUPERSEDED SURVEY CONTROL
 QO0765
 QO0765  NGVD 29 (??/??/92)  278.035  (m)          912.19   (f) ADJ UNCH    2 0
 QO0765
 QO0765.Superseded values are not recommended for survey control.
 QO0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0765.See file dsdata.txt to determine how the superseded data were derived.
 QO0765
 QO0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL977032(NAD 83)
 QO0765
 QO0765_MARKER: DD = SURVEY DISK
 QO0765_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0765_SP_SET: MONUMENT
 QO0765_STAMPING: 0282 E 1969
 QO0765_MARK LOGO: MNHD  
 QO0765_PROJECTION: PROJECTING 10 CENTIMETERS
 QO0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0765+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2006
 QO0765
 QO0765  HISTORY     - Date     Condition        Report By
 QO0765  HISTORY     - 1969     MONUMENTED       MNHD
 QO0765  HISTORY     - 20051012 GOOD             USPSQD
 QO0765  HISTORY     - 20061012 GOOD             MNDT
 QO0765
 QO0765                          STATION DESCRIPTION
 QO0765
 QO0765'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0765'2.4 MI NW FROM HUGO.
 QO0765'MARK IS LOCATED ABOUT 98 FEET EAST OF FAI 35E NORTHBOUND CENTERLINE,
 QO0765'STATION 644+20, 2.0 FEET WEST OF THE EAST R/W FENCE, 1 FOOT EAST OF A
 QO0765'STEEL WITNESS POST, ABOUT 1.3 MILES NORTH OF COUNTY ROAD 14, IN A
 QO0765'PRE-CAST CONCRETE MONUMENT AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 QO0765'SE 1/4 SECTION 12, T 31N, R 22W.
 QO0765
 QO0765                          STATION RECOVERY (2005)
 QO0765
 QO0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0765'RECOVERED IN GOOD CONDITION.
 QO0765
 QO0765                          STATION RECOVERY (2006)
 QO0765
 QO0765'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DS)
 QO0765'2.4 MILES NORTHWEST OF HUGO, 1.3 MILES NORTH OF JUNCTION OF INTERSTATE
 QO0765'HIGHWAY 35E AND COUNTY ROAD 14, 98 FEET EAST OF NORTHBOUND INTERSTATE
 QO0765'HIGHWAY 35E, AT INTERSTATE HIGHWAY 35E STATION 644+20, 2 FEET WEST OF
 QO0765'EAST RIGHT OF WAY FENCE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0766 ***********************************************************************
 QO0766  DESIGNATION -  0282 F
 QO0766  PID         -  QO0766
 QO0766  STATE/COUNTY-  MN/ANOKA
 QO0766  COUNTRY     -  US
 QO0766  USGS QUAD   -  CENTERVILLE (1993)
 QO0766
 QO0766                         *CURRENT SURVEY CONTROL
 QO0766  ______________________________________________________________________
 QO0766* NAD 83(1996) POSITION- 45 11 47.06515(N) 093 01 45.86190(W)   ADJUSTED  
 QO0766* NAVD 88 ORTHO HEIGHT -   280.252  (meters)     919.46  (feet) ADJUSTED  
 QO0766  ______________________________________________________________________
 QO0766  LAPLACE CORR    -          0.53  (seconds)                    DEFLEC09
 QO0766  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0766  DYNAMIC HEIGHT  -        280.250 (meters)      919.45  (feet) COMP
 QO0766  MODELED GRAVITY -    980,601.6   (mgal)                       NAVD 88
 QO0766
 QO0766  HORZ ORDER      -  SECOND
 QO0766  VERT ORDER      -  SECOND    CLASS 0
 QO0766
 QO0766.The horizontal coordinates were established by classical geodetic methods
 QO0766.and adjusted by the National Geodetic Survey in March 1999.
 QO0766.
 QO0766.The orthometric height was determined by differential leveling and
 QO0766.adjusted in June 1991.
 QO0766
 QO0766.Photographs are available for this station.
 QO0766
 QO0766.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0766
 QO0766.The dynamic height is computed by dividing the NAVD 88
 QO0766.geopotential number by the normal gravity value computed on the
 QO0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0766.degrees latitude (g = 980.6199 gals.).
 QO0766
 QO0766.The modeled gravity was interpolated from observed gravity values.
 QO0766
 QO0766. The following values were computed from the NAD 83(1996) position.
 QO0766
 QO0766;                    North         East     Units Scale Factor Converg.
 QO0766;SPC MN S     -   344,506.479   876,264.228   MT  0.99999564   +0 40 49.1
 QO0766;SPC MN S     - 1,130,268.34  2,874,876.89   sFT  0.99999564   +0 40 49.1
 QO0766;UTM  15      - 5,004,769.524   497,690.283   MT  0.99960007   -0 01 15.1
 QO0766
 QO0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0766!SPC MN S     -   0.99996036  x   0.99999564  =   0.99995600
 QO0766!UTM  15      -   0.99996036  x   0.99960007  =   0.99956045
 QO0766
 QO0766                          SUPERSEDED SURVEY CONTROL
 QO0766
 QO0766  NAD 83(1986)-  45 11 47.06001(N)    093 01 45.85072(W) AD(       ) 2
 QO0766  NAD 27      -  45 11 47.17898(N)    093 01 45.06126(W) AD(       ) 2
 QO0766  NAVD 88 (04/09/98)  280.25   (m)          919.5    (f) LEVELING    3  
 QO0766  NGVD 29 (??/??/92)  280.208  (m)          919.32   (f) ADJ UNCH    2 0
 QO0766
 QO0766.Superseded values are not recommended for survey control.
 QO0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0766.See file dsdata.txt to determine how the superseded data were derived.
 QO0766
 QO0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9769004769(NAD 83)
 QO0766
 QO0766_MARKER: DB = BENCH MARK DISK
 QO0766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0766_SP_SET: BRIDGE ABUTMENT
 QO0766_STAMPING: 0282 F 1969
 QO0766_MARK LOGO: MNHD  
 QO0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0766+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 QO0766
 QO0766  HISTORY     - Date     Condition        Report By
 QO0766  HISTORY     - 19690401 MONUMENTED       MNHD
 QO0766  HISTORY     - 1987     GOOD             USPSQD
 QO0766  HISTORY     - 1990     GOOD             USPSQD
 QO0766  HISTORY     - 19951101 GOOD             MNDT
 QO0766  HISTORY     - 20051008 GOOD             USPSQD
 QO0766  HISTORY     - 20051012 GOOD             USPSQD
 QO0766  HISTORY     - 20101115 GOOD             MNDT
 QO0766
 QO0766                          STATION DESCRIPTION
 QO0766
 QO0766'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0766'3.0 MI NW FROM HUGO.
 QO0766'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 02802, COUNTY ROAD
 QO0766'56, (180TH ST.) OVER FAI 35E.  NE 1/4 SECTION 12, T 31N, R 22W.
 QO0766
 QO0766                          STATION RECOVERY (1987)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 1987 (REA)
 QO0766'RECOVERED IN GOOD CONDITION.
 QO0766
 QO0766                          STATION RECOVERY (1990)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 1990 (TJZ)
 QO0766'RECOVERED IN GOOD CONDITION.
 QO0766
 QO0766                          STATION RECOVERY (1995)
 QO0766
 QO0766'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 QO0766'RECOVERED BY MNDT 1985 THE STATION WAS RECOVERED IN GOOD CONDITION
 QO0766'ABOUT 6 MILES (9.7 KM) SOUTH OF THE CITY OF FOREST LAKE AND 4 MILES
 QO0766'(6.4 KM) NORTH OF THE SMALL TOWN OF CENTERVILLE, IN THE NE 1/4 OF
 QO0766'SECTION 12, T31N, R22W, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 02802
 QO0766'(80TH AVENUE OVER INTERSTATE HIGHWAY 35E). TO REACH THE STATION FROM
 QO0766'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND INTERSTATE HIGHWAY 35W,
 QO0766'ABOUT 4-1/2 MILES SOUTH OF FOREST LAKE, GO SOUTH ON INTERSTATE 35E FOR
 QO0766'1.55 MILES (2.49 KM) TO 80TH AVENUE AND THE STATION. THE STATION MARK,
 QO0766'A STANDARD MNDT BENCH MARK DISK STAMPED---0282 F 1969---, IS SET FLUSH
 QO0766'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 QO0766'02802. THIS STATION IS AN AZIMUTH MARK FOR STATION JOHNSON MNDT.
 QO0766'RECOVERED BY MNDT 1995 THE MARK WAS RECOVERED IN GOOD CONDITION AS
 QO0766'DESCRIBED IN 1985.
 QO0766
 QO0766                          STATION RECOVERY (2005)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0766'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPPS. JRD
 QO0766
 QO0766                          STATION RECOVERY (2005)
 QO0766
 QO0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0766'RECOVERED IN GOOD CONDITION.
 QO0766
 QO0766                          STATION RECOVERY (2010)
 QO0766
 QO0766'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0766'THE MARK IS 4.0 MI (6.4 KM) NORTH OF CENTERVILLE.
 QO0766' 
 QO0766'TO REACH THE MARK GO 2.3 MI (3.7 KM) WEST ALONG 170TH STREET (COUNTY
 QO0766'ROAD 4 AND COUNTY ROAD 140) FROM TRUNK HIGHWAY 61, IN SOUTHEAST CORNER
 QO0766'OF 80TH STREET (COUNTY ROAD 140) BRIDGE NUMBER 02802 OVER INTERSTATE
 QO0766'HIGHWAY 35E.
 QO0766' 
 QO0766'IT IS 0.5 MI (0.8 KM) EAST OF COUNTY ROAD 21.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3783 ***********************************************************************
 DN3783  DESIGNATION -  0282 G
 DN3783  PID         -  DN3783
 DN3783  STATE/COUNTY-  MN/ANOKA
 DN3783  COUNTRY     -  US
 DN3783  USGS QUAD   -  CENTERVILLE (1993)
 DN3783
 DN3783                         *CURRENT SURVEY CONTROL
 DN3783  ______________________________________________________________________
 DN3783* NAD 83(2007) POSITION- 45 14 26.41601(N) 093 01 43.02180(W)   ADJUSTED  
 DN3783* NAD 83(2007) ELLIP HT-   244.767 (meters)        (09/16/11)   ADJUSTED
 DN3783* NAD 83(2007) EPOCH   -  2002.00
 DN3783* NAVD 88 ORTHO HEIGHT -   272.27   (meters)     893.3   (feet) LEVELING  
 DN3783  ______________________________________________________________________
 DN3783  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DN3783  NAD 83(2007) X  -   -237,693.446 (meters)                     COMP
 DN3783  NAD 83(2007) Y  - -4,492,527.112 (meters)                     COMP
 DN3783  NAD 83(2007) Z  -  4,506,395.259 (meters)                     COMP
 DN3783  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC09
 DN3783  HORZ ORDER      -  FIRST
 DN3783  VERT ORDER      -  THIRD
 DN3783  ELLP ORDER      -  FIRST     CLASS II
 DN3783
 DN3783.The horizontal coordinates were established by GPS observations
 DN3783.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3783
 DN3783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3783.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3783
 DN3783.The horizontal coordinates are valid at the epoch date displayed above
 DN3783.which is a decimal equivalence of Year/Month/Day.
 DN3783
 DN3783.The orthometric height was determined by differential leveling.
 DN3783.The vertical network tie was performed by a horz. field party for horz.
 DN3783.obs reductions. Reset procedures were used to establish the elevation.
 DN3783
 DN3783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3783
 DN3783.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3783
 DN3783.The ellipsoidal height was determined by GPS observations
 DN3783.and is referenced to NAD 83.
 DN3783
 DN3783. The following values were computed from the NAD 83(2007) position.
 DN3783
 DN3783;                    North         East     Units Scale Factor Converg.
 DN3783;SPC MN S     -   349,426.210   876,267.756   MT  1.00000533   +0 40 51.1
 DN3783;SPC MN S     - 1,146,409.16  2,874,888.46   sFT  1.00000533   +0 40 51.1
 DN3783;UTM  15      - 5,009,686.874   497,753.992   MT  0.99960006   -0 01 13.2
 DN3783
 DN3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3783!SPC MN S     -   0.99996163  x   1.00000533  =   0.99996696
 DN3783!UTM  15      -   0.99996163  x   0.99960006  =   0.99956170
 DN3783
 DN3783:                Primary Azimuth Mark                     Grid Az
 DN3783:SPC MN S     -  0282 H                                   181 14 18.1
 DN3783:UTM  15      -  0282 H                                   181 56 22.4
 DN3783
 DN3783|---------------------------------------------------------------------|
 DN3783| PID    Reference Object                     Distance      Geod. Az  |
 DN3783|                                                           dddmmss.s |
 DN3783| DN3784 0282 H                              APPROX. 1.6 KM 1815509.2 |
 DN3783|---------------------------------------------------------------------|
 DN3783
 DN3783                          SUPERSEDED SURVEY CONTROL
 DN3783
 DN3783.No superseded survey control is available for this station.
 DN3783
 DN3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9775309686(NAD 83)
 DN3783
 DN3783_MARKER: I = METAL ROD
 DN3783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3783_STAMPING: 0282 G 2010
 DN3783_MARK LOGO: MNDT  
 DN3783_PROJECTION: RECESSED 3 CENTIMETERS
 DN3783_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3783+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DN3783_ROD/PIPE-DEPTH:  7.6 meters
 DN3783
 DN3783  HISTORY     - Date     Condition        Report By
 DN3783  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3783  HISTORY     - 20101124 GOOD             MNDT
 DN3783  HISTORY     - 20110110 GOOD             MNDT
 DN3783
 DN3783                          STATION DESCRIPTION
 DN3783
 DN3783'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3783'IN COLUMBUS, 0.7 MILE SOUTH ALONG INTERSTATE HIGHWAY 35 FROM JUNCTION
 DN3783'OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97 IN COLUMBUS, AT
 DN3783'INTERSTATE HIGHWAY 35 MILEPOINT 128.60, 48.2 FEET WEST OF SOUTHBOUND
 DN3783'INTERSTATE HIGHWAY 35, 40.3 FEET EAST OF FENCE LINE, 1.4 FEET EAST OF
 DN3783'WITNESS POST.
 DN3783
 DN3783                          STATION RECOVERY (2011)
 DN3783
 DN3783'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3783'RECOVERED AS DESCRIBED.
 DN3783' 
 DN3783'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3783'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3783'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3783'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3784 ***********************************************************************
 DN3784  DESIGNATION -  0282 H
 DN3784  PID         -  DN3784
 DN3784  STATE/COUNTY-  MN/ANOKA
 DN3784  COUNTRY     -  US
 DN3784  USGS QUAD   -  CENTERVILLE (1993)
 DN3784
 DN3784                         *CURRENT SURVEY CONTROL
 DN3784  ______________________________________________________________________
 DN3784* NAD 83(2007) POSITION- 45 13 35.98441(N) 093 01 45.41324(W)   ADJUSTED  
 DN3784* NAD 83(2007) ELLIP HT-   245.259 (meters)        (09/16/11)   ADJUSTED
 DN3784* NAD 83(2007) EPOCH   -  2002.00
 DN3784* NAVD 88 ORTHO HEIGHT -   272.73   (meters)     894.8   (feet) LEVELING  
 DN3784  ______________________________________________________________________
 DN3784  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DN3784  NAD 83(2007) X  -   -237,803.967 (meters)                     COMP
 DN3784  NAD 83(2007) Y  - -4,493,628.564 (meters)                     COMP
 DN3784  NAD 83(2007) Z  -  4,505,299.181 (meters)                     COMP
 DN3784  LAPLACE CORR    -          1.64  (seconds)                    DEFLEC09
 DN3784  HORZ ORDER      -  FIRST
 DN3784  VERT ORDER      -  THIRD
 DN3784  ELLP ORDER      -  FIRST     CLASS II
 DN3784
 DN3784.The horizontal coordinates were established by GPS observations
 DN3784.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3784
 DN3784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3784.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3784
 DN3784.The horizontal coordinates are valid at the epoch date displayed above
 DN3784.which is a decimal equivalence of Year/Month/Day.
 DN3784
 DN3784.The orthometric height was determined by differential leveling.
 DN3784.The vertical network tie was performed by a horz. field party for horz.
 DN3784.obs reductions. Reset procedures were used to establish the elevation.
 DN3784
 DN3784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3784
 DN3784.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3784
 DN3784.The ellipsoidal height was determined by GPS observations
 DN3784.and is referenced to NAD 83.
 DN3784
 DN3784. The following values were computed from the NAD 83(2007) position.
 DN3784
 DN3784;                    North         East     Units Scale Factor Converg.
 DN3784;SPC MN S     -   347,868.810   876,234.091   MT  1.00000220   +0 40 49.5
 DN3784;SPC MN S     - 1,141,299.59  2,874,778.01   sFT  1.00000220   +0 40 49.5
 DN3784;UTM  15      - 5,008,130.631   497,701.291   MT  0.99960006   -0 01 14.8
 DN3784
 DN3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3784!SPC MN S     -   0.99996155  x   1.00000220  =   0.99996375
 DN3784!UTM  15      -   0.99996155  x   0.99960006  =   0.99956162
 DN3784
 DN3784:                Primary Azimuth Mark                     Grid Az
 DN3784:SPC MN S     -  0282 G                                   001 14 18.0
 DN3784:UTM  15      -  0282 G                                   001 56 22.3
 DN3784
 DN3784|---------------------------------------------------------------------|
 DN3784| PID    Reference Object                     Distance      Geod. Az  |
 DN3784|                                                           dddmmss.s |
 DN3784| DN3783 0282 G                              APPROX. 1.6 KM 0015507.5 |
 DN3784|---------------------------------------------------------------------|
 DN3784
 DN3784                          SUPERSEDED SURVEY CONTROL
 DN3784
 DN3784.No superseded survey control is available for this station.
 DN3784
 DN3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9770108130(NAD 83)
 DN3784
 DN3784_MARKER: I = METAL ROD
 DN3784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3784_STAMPING: 0282 H 2010
 DN3784_MARK LOGO: MNDT  
 DN3784_PROJECTION: RECESSED 5 CENTIMETERS
 DN3784_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3784+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DN3784_ROD/PIPE-DEPTH: 10.7 meters
 DN3784
 DN3784  HISTORY     - Date     Condition        Report By
 DN3784  HISTORY     - 20101122 MONUMENTED       MNDT
 DN3784  HISTORY     - 20110110 GOOD             MNDT
 DN3784
 DN3784                          STATION DESCRIPTION
 DN3784
 DN3784'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3784'IN COLUMBUS, 1.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE
 DN3784'JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97, AT INTERSTATE
 DN3784'HIGHWAY 35 MILEPOINT 127.70, 87.6 FEET WEST OF SOUTH BOUND INTERSTATE
 DN3784'HIGHWAY 35, 5.4 FEET EAST OF FENCE LINE, 1.6 FEET EAST OF WITNESS
 DN3784'POST.
 DN3784
 DN3784                          STATION RECOVERY (2011)
 DN3784
 DN3784'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3784'RECOVERED AS DESCRIBED.
 DN3784' 
 DN3784'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3784'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3784'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3784'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3785 ***********************************************************************
 DN3785  DESIGNATION -  0282 J
 DN3785  PID         -  DN3785
 DN3785  STATE/COUNTY-  MN/ANOKA
 DN3785  COUNTRY     -  US
 DN3785  USGS QUAD   -  CENTERVILLE (1993)
 DN3785
 DN3785                         *CURRENT SURVEY CONTROL
 DN3785  ______________________________________________________________________
 DN3785* NAD 83(2007) POSITION- 45 12 46.19952(N) 093 01 46.58971(W)   ADJUSTED  
 DN3785* NAD 83(2007) ELLIP HT-   244.676 (meters)        (09/16/11)   ADJUSTED
 DN3785* NAD 83(2007) EPOCH   -  2002.00
 DN3785* NAVD 88 ORTHO HEIGHT -   272.13   (meters)     892.8   (feet) LEVELING  
 DN3785  ______________________________________________________________________
 DN3785  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DN3785  NAD 83(2007) X  -   -237,887.236 (meters)                     COMP
 DN3785  NAD 83(2007) Y  - -4,494,716.238 (meters)                     COMP
 DN3785  NAD 83(2007) Z  -  4,504,216.138 (meters)                     COMP
 DN3785  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC09
 DN3785  HORZ ORDER      -  FIRST
 DN3785  VERT ORDER      -  THIRD
 DN3785  ELLP ORDER      -  FIRST     CLASS II
 DN3785
 DN3785.The horizontal coordinates were established by GPS observations
 DN3785.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3785
 DN3785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3785.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3785
 DN3785.The horizontal coordinates are valid at the epoch date displayed above
 DN3785.which is a decimal equivalence of Year/Month/Day.
 DN3785
 DN3785.The orthometric height was determined by differential leveling.
 DN3785.The vertical network tie was performed by a horz. field party for horz.
 DN3785.obs reductions. Reset procedures were used to establish the elevation.
 DN3785
 DN3785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3785
 DN3785.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3785
 DN3785.The ellipsoidal height was determined by GPS observations
 DN3785.and is referenced to NAD 83.
 DN3785
 DN3785. The following values were computed from the NAD 83(2007) position.
 DN3785
 DN3785;                    North         East     Units Scale Factor Converg.
 DN3785;SPC MN S     -   346,331.697   876,226.672   MT  0.99999916   +0 40 48.6
 DN3785;SPC MN S     - 1,136,256.58  2,874,753.67   sFT  0.99999916   +0 40 48.6
 DN3785;UTM  15      - 5,006,594.340   497,675.072   MT  0.99960007   -0 01 15.6
 DN3785
 DN3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3785!SPC MN S     -   0.99996164  x   0.99999916  =   0.99996080
 DN3785!UTM  15      -   0.99996164  x   0.99960007  =   0.99956173
 DN3785
 DN3785:                Primary Azimuth Mark                     Grid Az
 DN3785:SPC MN S     -  0282 H                                   000 16 35.5
 DN3785:UTM  15      -  0282 H                                   000 58 39.7
 DN3785
 DN3785|---------------------------------------------------------------------|
 DN3785| PID    Reference Object                     Distance      Geod. Az  |
 DN3785|                                                           dddmmss.s |
 DN3785| DN3784 0282 H                              APPROX. 1.5 KM 0005724.1 |
 DN3785| DN3796 0282 V                              APPROX. 0.9 KM 1765317.6 |
 DN3785| DN3786 0282 K                              APPROX. 1.8 KM 1813838.8 |
 DN3785|---------------------------------------------------------------------|
 DN3785
 DN3785                          SUPERSEDED SURVEY CONTROL
 DN3785
 DN3785.No superseded survey control is available for this station.
 DN3785
 DN3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9767506594(NAD 83)
 DN3785
 DN3785_MARKER: I = METAL ROD
 DN3785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3785_STAMPING: 0282 J 2010
 DN3785_MARK LOGO: MNDT  
 DN3785_PROJECTION: RECESSED 3 CENTIMETERS
 DN3785_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3785+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DN3785_ROD/PIPE-DEPTH: 12.2 meters
 DN3785
 DN3785  HISTORY     - Date     Condition        Report By
 DN3785  HISTORY     - 20101122 MONUMENTED       MNDT
 DN3785
 DN3785                          STATION DESCRIPTION
 DN3785
 DN3785'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3785'IN COLUMBUS, 0.4 MILE SOUTH ALONG INTERSTATE HIGHWAY 35 FROM JUNCTION
 DN3785'OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 35W IN COLUMBUS, AT
 DN3785'INTERSTATE HIGHWAY 35 MILEPOINT 126.75, 59.1 FEET WEST OF SOUTHBOUND
 DN3785'INTERSTATE HIGHWAY 35, 47.3 FEET EAST OF FENCE LINE, 1.5 FEET EAST OF
 DN3785'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3786 ***********************************************************************
 DN3786  DESIGNATION -  0282 K
 DN3786  PID         -  DN3786
 DN3786  STATE/COUNTY-  MN/ANOKA
 DN3786  COUNTRY     -  US
 DN3786  USGS QUAD   -  CENTERVILLE (1993)
 DN3786
 DN3786                         *CURRENT SURVEY CONTROL
 DN3786  ______________________________________________________________________
 DN3786* NAD 83(2007) POSITION- 45 11 47.46161(N) 093 01 48.97427(W)   ADJUSTED  
 DN3786* NAD 83(2007) ELLIP HT-   252.509 (meters)        (09/16/11)   ADJUSTED
 DN3786* NAD 83(2007) EPOCH   -  2002.00
 DN3786* NAVD 88 ORTHO HEIGHT -   279.94   (meters)     918.4   (feet) LEVELING  
 DN3786  ______________________________________________________________________
 DN3786  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DN3786  NAD 83(2007) X  -   -238,007.515 (meters)                     COMP
 DN3786  NAD 83(2007) Y  - -4,496,004.019 (meters)                     COMP
 DN3786  NAD 83(2007) Z  -  4,502,944.038 (meters)                     COMP
 DN3786  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC09
 DN3786  HORZ ORDER      -  FIRST
 DN3786  VERT ORDER      -  THIRD
 DN3786  ELLP ORDER      -  FIRST     CLASS II
 DN3786
 DN3786.The horizontal coordinates were established by GPS observations
 DN3786.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3786
 DN3786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3786.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3786
 DN3786.The horizontal coordinates are valid at the epoch date displayed above
 DN3786.which is a decimal equivalence of Year/Month/Day.
 DN3786
 DN3786.The orthometric height was determined by differential leveling.
 DN3786.The vertical network tie was performed by a horz. field party for horz.
 DN3786.obs reductions. Reset procedures were used to establish the elevation.
 DN3786
 DN3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3786
 DN3786.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3786
 DN3786.The ellipsoidal height was determined by GPS observations
 DN3786.and is referenced to NAD 83.
 DN3786
 DN3786. The following values were computed from the NAD 83(2007) position.
 DN3786
 DN3786;                    North         East     Units Scale Factor Converg.
 DN3786;SPC MN S     -   344,517.911   876,196.154   MT  0.99999566   +0 40 47.0
 DN3786;SPC MN S     - 1,130,305.85  2,874,653.55   sFT  0.99999566   +0 40 47.0
 DN3786;UTM  15      - 5,004,781.783   497,622.381   MT  0.99960007   -0 01 17.3
 DN3786
 DN3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3786!SPC MN S     -   0.99996041  x   0.99999566  =   0.99995607
 DN3786!UTM  15      -   0.99996041  x   0.99960007  =   0.99956050
 DN3786
 DN3786:                Primary Azimuth Mark                     Grid Az
 DN3786:SPC MN S     -  0282 U                                   172 24 05.6
 DN3786:UTM  15      -  0282 U                                   173 06 09.9
 DN3786
 DN3786|---------------------------------------------------------------------|
 DN3786| PID    Reference Object                     Distance      Geod. Az  |
 DN3786|                                                           dddmmss.s |
 DN3786| DN3795 0282 U                              APPROX. 0.6 KM 1730452.6 |
 DN3786| DN3787 0282 L                              APPROX. 1.4 KM 1803116.7 |
 DN3786|---------------------------------------------------------------------|
 DN3786
 DN3786                          SUPERSEDED SURVEY CONTROL
 DN3786
 DN3786.No superseded survey control is available for this station.
 DN3786
 DN3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9762204781(NAD 83)
 DN3786
 DN3786_MARKER: I = METAL ROD
 DN3786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3786_STAMPING: 0282 K 2010
 DN3786_MARK LOGO: MNDT  
 DN3786_PROJECTION: FLUSH
 DN3786_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3786+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2011
 DN3786_ROD/PIPE-DEPTH:  9.1 meters
 DN3786
 DN3786  HISTORY     - Date     Condition        Report By
 DN3786  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3786  HISTORY     - 20101124 GOOD             MNDT
 DN3786  HISTORY     - 20110108 GOOD             MNDT
 DN3786
 DN3786                          STATION DESCRIPTION
 DN3786
 DN3786'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3786'IN LINO LAKES, 2.2 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3786'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3786'HIGHWAY 35E MILEPOINT 125.65, 76.2 FEET WEST OF SOUTHBOUND INTERSTATE
 DN3786'HIGHWAY 35E, 20.8 FEET SOUTH OF 80TH STREET EAST, 5.6 FEET NORTH OF
 DN3786'GUARD RAIL, 1.5 FEET EAST OF WITNESS POST.
 DN3786
 DN3786                          STATION RECOVERY (2011)
 DN3786
 DN3786'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3786'RECOVERED AS DESCRIBED.
 DN3786' 
 DN3786'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3786'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3786'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3786'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3787 ***********************************************************************
 DN3787  DESIGNATION -  0282 L
 DN3787  PID         -  DN3787
 DN3787  STATE/COUNTY-  MN/ANOKA
 DN3787  COUNTRY     -  US
 DN3787  USGS QUAD   -  CENTERVILLE (1993)
 DN3787
 DN3787                         *CURRENT SURVEY CONTROL
 DN3787  ______________________________________________________________________
 DN3787* NAD 83(2007) POSITION- 45 11 03.50907(N) 093 01 49.53978(W)   ADJUSTED  
 DN3787* NAD 83(2007) ELLIP HT-   249.793 (meters)        (09/16/11)   ADJUSTED
 DN3787* NAD 83(2007) EPOCH   -  2002.00
 DN3787* NAVD 88 ORTHO HEIGHT -   277.21   (meters)     909.5   (feet) LEVELING  
 DN3787  ______________________________________________________________________
 DN3787  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DN3787  NAD 83(2007) X  -   -238,070.633 (meters)                     COMP
 DN3787  NAD 83(2007) Y  - -4,496,962.774 (meters)                     COMP
 DN3787  NAD 83(2007) Z  -  4,501,985.824 (meters)                     COMP
 DN3787  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC09
 DN3787  HORZ ORDER      -  FIRST
 DN3787  VERT ORDER      -  THIRD
 DN3787  ELLP ORDER      -  FIRST     CLASS II
 DN3787
 DN3787.The horizontal coordinates were established by GPS observations
 DN3787.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3787
 DN3787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3787.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3787
 DN3787.The horizontal coordinates are valid at the epoch date displayed above
 DN3787.which is a decimal equivalence of Year/Month/Day.
 DN3787
 DN3787.The orthometric height was determined by differential leveling.
 DN3787.The vertical network tie was performed by a horz. field party for horz.
 DN3787.obs reductions. Reset procedures were used to establish the elevation.
 DN3787
 DN3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3787
 DN3787.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3787
 DN3787.The ellipsoidal height was determined by GPS observations
 DN3787.and is referenced to NAD 83.
 DN3787
 DN3787. The following values were computed from the NAD 83(2007) position.
 DN3787
 DN3787;                    North         East     Units Scale Factor Converg.
 DN3787;SPC MN S     -   343,161.010   876,199.905   MT  0.99999309   +0 40 46.6
 DN3787;SPC MN S     - 1,125,854.08  2,874,665.85   sFT  0.99999309   +0 40 46.6
 DN3787;UTM  15      - 5,003,425.473   497,609.531   MT  0.99960007   -0 01 17.7
 DN3787
 DN3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3787!SPC MN S     -   0.99996084  x   0.99999309  =   0.99995393
 DN3787!UTM  15      -   0.99996084  x   0.99960007  =   0.99956092
 DN3787
 DN3787:                Primary Azimuth Mark                     Grid Az
 DN3787:SPC MN S     -  0282 M                                   179 55 31.1
 DN3787:UTM  15      -  0282 M                                   180 37 35.4
 DN3787
 DN3787|---------------------------------------------------------------------|
 DN3787| PID    Reference Object                     Distance      Geod. Az  |
 DN3787|                                                           dddmmss.s |
 DN3787| DN3788 0282 M                              APPROX. 1.6 KM 1803617.7 |
 DN3787|---------------------------------------------------------------------|
 DN3787
 DN3787                          SUPERSEDED SURVEY CONTROL
 DN3787
 DN3787.No superseded survey control is available for this station.
 DN3787
 DN3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9760903425(NAD 83)
 DN3787
 DN3787_MARKER: I = METAL ROD
 DN3787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3787_STAMPING: 0282 L 2010
 DN3787_MARK LOGO: MNDT  
 DN3787_PROJECTION: RECESSED 3 CENTIMETERS
 DN3787_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3787+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN3787_ROD/PIPE-DEPTH:  9.1 meters
 DN3787
 DN3787  HISTORY     - Date     Condition        Report By
 DN3787  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3787  HISTORY     - 20101122 GOOD             MNDT
 DN3787  HISTORY     - 20110109 GOOD             MNDT
 DN3787
 DN3787                          STATION DESCRIPTION
 DN3787
 DN3787'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3787'IN LINO LAKES, 1.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3787'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3787'HIGHWAY 35E MILEPOINT 124.80, 93.1 FEET WEST OF SOUTHBOUND INTERSTATE
 DN3787'HIGHWAY 35E, 7.0 FEET EAST OF FENCE LINE, 1.3 FEET EAST OF WITNESS
 DN3787'POST.
 DN3787
 DN3787                          STATION RECOVERY (2011)
 DN3787
 DN3787'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3787'RECOVERED AS DESCRIBED.
 DN3787' 
 DN3787'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3787'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3787'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3787'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3788 ***********************************************************************
 DN3788  DESIGNATION -  0282 M
 DN3788  PID         -  DN3788
 DN3788  STATE/COUNTY-  MN/ANOKA
 DN3788  COUNTRY     -  US
 DN3788  USGS QUAD   -  CENTERVILLE (1993)
 DN3788
 DN3788                         *CURRENT SURVEY CONTROL
 DN3788  ______________________________________________________________________
 DN3788* NAD 83(2007) POSITION- 45 10 12.94250(N) 093 01 50.29454(W)   ADJUSTED  
 DN3788* NAD 83(2007) ELLIP HT-   249.833 (meters)        (09/16/11)   ADJUSTED
 DN3788* NAD 83(2007) EPOCH   -  2002.00
 DN3788* NAVD 88 ORTHO HEIGHT -   277.24   (meters)     909.6   (feet) LEVELING  
 DN3788  ______________________________________________________________________
 DN3788  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DN3788  NAD 83(2007) X  -   -238,145.631 (meters)                     COMP
 DN3788  NAD 83(2007) Y  - -4,498,067.654 (meters)                     COMP
 DN3788  NAD 83(2007) Z  -  4,500,885.411 (meters)                     COMP
 DN3788  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC09
 DN3788  HORZ ORDER      -  FIRST
 DN3788  VERT ORDER      -  THIRD
 DN3788  ELLP ORDER      -  FIRST     CLASS II
 DN3788
 DN3788.The horizontal coordinates were established by GPS observations
 DN3788.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3788
 DN3788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3788.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3788
 DN3788.The horizontal coordinates are valid at the epoch date displayed above
 DN3788.which is a decimal equivalence of Year/Month/Day.
 DN3788
 DN3788.The orthometric height was determined by differential leveling.
 DN3788.The vertical network tie was performed by a horz. field party for horz.
 DN3788.obs reductions. Reset procedures were used to establish the elevation.
 DN3788
 DN3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3788
 DN3788.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3788
 DN3788.The ellipsoidal height was determined by GPS observations
 DN3788.and is referenced to NAD 83.
 DN3788
 DN3788. The following values were computed from the NAD 83(2007) position.
 DN3788
 DN3788;                    North         East     Units Scale Factor Converg.
 DN3788;SPC MN S     -   341,599.902   876,201.940   MT  0.99999019   +0 40 46.0
 DN3788;SPC MN S     - 1,120,732.35  2,874,672.53   sFT  0.99999019   +0 40 46.0
 DN3788;UTM  15      - 5,001,865.068   497,592.469   MT  0.99960007   -0 01 18.2
 DN3788
 DN3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3788!SPC MN S     -   0.99996083  x   0.99999019  =   0.99995102
 DN3788!UTM  15      -   0.99996083  x   0.99960007  =   0.99956092
 DN3788
 DN3788:                Primary Azimuth Mark                     Grid Az
 DN3788:SPC MN S     -  0282 S                                   176 04 24.5
 DN3788:UTM  15      -  0282 S                                   176 46 28.7
 DN3788
 DN3788|---------------------------------------------------------------------|
 DN3788| PID    Reference Object                     Distance      Geod. Az  |
 DN3788|                                                           dddmmss.s |
 DN3788| DN3793 0282 S                              APPROX. 0.7 KM 1764510.5 |
 DN3788| DN3789 0282 N                              APPROX. 1.6 KM 1835715.7 |
 DN3788|---------------------------------------------------------------------|
 DN3788
 DN3788                          SUPERSEDED SURVEY CONTROL
 DN3788
 DN3788.No superseded survey control is available for this station.
 DN3788
 DN3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9759201865(NAD 83)
 DN3788
 DN3788_MARKER: I = METAL ROD
 DN3788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3788_STAMPING: 0282 M 2010
 DN3788_MARK LOGO: MNDT  
 DN3788_PROJECTION: RECESSED 3 CENTIMETERS
 DN3788_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3788+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2011
 DN3788_ROD/PIPE-DEPTH: 10.7 meters
 DN3788
 DN3788  HISTORY     - Date     Condition        Report By
 DN3788  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3788  HISTORY     - 20110104 GOOD             MNDT
 DN3788
 DN3788                          STATION DESCRIPTION
 DN3788
 DN3788'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3788'IN LINO LAKES, 0.4 MILE NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3788'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3788'HIGHWAY 35E MILEPOINT 123.80, 92.3 FEET WEST OF SOUTHBOUND INTERSTATE
 DN3788'HIGHWAY 35E, 7.2 FEET EAST OF FENCE LINE, 1.4 FEET EAST OF WITNESS
 DN3788'POST.
 DN3788
 DN3788                          STATION RECOVERY (2011)
 DN3788
 DN3788'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3788'RECOVERED AS DESCRIBED.
 DN3788' 
 DN3788'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3788'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3788'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3788'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3789 ***********************************************************************
 DN3789  DESIGNATION -  0282 N
 DN3789  PID         -  DN3789
 DN3789  STATE/COUNTY-  MN/ANOKA
 DN3789  COUNTRY     -  US
 DN3789  USGS QUAD   -  CENTERVILLE (1993)
 DN3789
 DN3789                         *CURRENT SURVEY CONTROL
 DN3789  ______________________________________________________________________
 DN3789* NAD 83(2007) POSITION- 45 09 22.38037(N) 093 01 55.23444(W)   ADJUSTED  
 DN3789* NAD 83(2007) ELLIP HT-   250.410 (meters)        (09/16/11)   ADJUSTED
 DN3789* NAD 83(2007) EPOCH   -  2002.00
 DN3789* NAVD 88 ORTHO HEIGHT -   277.81   (meters)     911.4   (feet) LEVELING  
 DN3789  ______________________________________________________________________
 DN3789  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DN3789  NAD 83(2007) X  -   -238,311.927 (meters)                     COMP
 DN3789  NAD 83(2007) Y  - -4,499,167.709 (meters)                     COMP
 DN3789  NAD 83(2007) Z  -  4,499,785.207 (meters)                     COMP
 DN3789  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC09
 DN3789  HORZ ORDER      -  FIRST
 DN3789  VERT ORDER      -  THIRD
 DN3789  ELLP ORDER      -  FIRST     CLASS II
 DN3789
 DN3789.The horizontal coordinates were established by GPS observations
 DN3789.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3789
 DN3789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3789.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3789
 DN3789.The horizontal coordinates are valid at the epoch date displayed above
 DN3789.which is a decimal equivalence of Year/Month/Day.
 DN3789
 DN3789.The orthometric height was determined by differential leveling.
 DN3789.The vertical network tie was performed by a horz. field party for horz.
 DN3789.obs reductions. Reset procedures were used to establish the elevation.
 DN3789
 DN3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3789
 DN3789.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3789
 DN3789.The ellipsoidal height was determined by GPS observations
 DN3789.and is referenced to NAD 83.
 DN3789
 DN3789. The following values were computed from the NAD 83(2007) position.
 DN3789
 DN3789;                    North         East     Units Scale Factor Converg.
 DN3789;SPC MN S     -   340,037.856   876,112.560   MT  0.99998735   +0 40 42.6
 DN3789;SPC MN S     - 1,115,607.53  2,874,379.29   sFT  0.99998735   +0 40 42.6
 DN3789;UTM  15      - 5,000,304.840   497,484.021   MT  0.99960008   -0 01 21.7
 DN3789
 DN3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3789!SPC MN S     -   0.99996074  x   0.99998735  =   0.99994809
 DN3789!UTM  15      -   0.99996074  x   0.99960008  =   0.99956084
 DN3789
 DN3789:                Primary Azimuth Mark                     Grid Az
 DN3789:SPC MN S     -  0282 R                                   173 58 06.9
 DN3789:UTM  15      -  0282 R                                   174 40 11.2
 DN3789
 DN3789|---------------------------------------------------------------------|
 DN3789| PID    Reference Object                     Distance      Geod. Az  |
 DN3789|                                                           dddmmss.s |
 DN3789| DN3792 0282 R                              APPROX. 0.9 KM 1743849.5 |
 DN3789|---------------------------------------------------------------------|
 DN3789
 DN3789                          SUPERSEDED SURVEY CONTROL
 DN3789
 DN3789.No superseded survey control is available for this station.
 DN3789
 DN3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9748400304(NAD 83)
 DN3789
 DN3789_MARKER: I = METAL ROD
 DN3789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3789_STAMPING: 0282 N 2010
 DN3789_MARK LOGO: MNDT  
 DN3789_PROJECTION: RECESSED 3 CENTIMETERS
 DN3789_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3789+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2011
 DN3789_ROD/PIPE-DEPTH:  9.1 meters
 DN3789
 DN3789  HISTORY     - Date     Condition        Report By
 DN3789  HISTORY     - 20101117 MONUMENTED       MNDT
 DN3789  HISTORY     - 20101123 GOOD             MNDT
 DN3789  HISTORY     - 20110104 GOOD             MNDT
 DN3789
 DN3789                          STATION DESCRIPTION
 DN3789
 DN3789'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DN3789'IN LINO LAKES, 0.6 MILE SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3789'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3789'HIGHWAY 35E MILEPOINT 122.80, 114.3 FEET WEST OF INTERSTATE HIGHWAY
 DN3789'35E SOUTHBOUND, 66.1 FEET NORTHWEST OF LIGHT POLE NUMBER E9C12, 52.8
 DN3789'FEET WEST OF ENTRANCE RAMP, 1.3 FEET EAST OF WITNESS POST.
 DN3789
 DN3789                          STATION RECOVERY (2011)
 DN3789
 DN3789'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3789'RECOVERED AS DESCRIBED.
 DN3789' 
 DN3789'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3789'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3789'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3789'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3790 ***********************************************************************
 DN3790  DESIGNATION -  0282 P
 DN3790  PID         -  DN3790
 DN3790  STATE/COUNTY-  MN/ANOKA
 DN3790  COUNTRY     -  US
 DN3790  USGS QUAD   -  CENTERVILLE (1993)
 DN3790
 DN3790                         *CURRENT SURVEY CONTROL
 DN3790  ______________________________________________________________________
 DN3790* NAD 83(2007) POSITION- 45 08 36.69573(N) 093 02 05.21754(W)   ADJUSTED  
 DN3790* NAD 83(2007) ELLIP HT-   250.830 (meters)        (09/16/11)   ADJUSTED
 DN3790* NAD 83(2007) EPOCH   -  2002.00
 DN3790* NAVD 88 ORTHO HEIGHT -   278.22   (meters)     912.8   (feet) LEVELING  
 DN3790  ______________________________________________________________________
 DN3790  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DN3790  NAD 83(2007) X  -   -238,582.635 (meters)                     COMP
 DN3790  NAD 83(2007) Y  - -4,500,154.954 (meters)                     COMP
 DN3790  NAD 83(2007) Z  -  4,498,790.831 (meters)                     COMP
 DN3790  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC09
 DN3790  HORZ ORDER      -  FIRST
 DN3790  VERT ORDER      -  THIRD
 DN3790  ELLP ORDER      -  FIRST     CLASS II
 DN3790
 DN3790.The horizontal coordinates were established by GPS observations
 DN3790.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3790
 DN3790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3790.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3790
 DN3790.The horizontal coordinates are valid at the epoch date displayed above
 DN3790.which is a decimal equivalence of Year/Month/Day.
 DN3790
 DN3790.The orthometric height was determined by differential leveling.
 DN3790.The vertical network tie was performed by a horz. field party for horz.
 DN3790.obs reductions. Reset procedures were used to establish the elevation.
 DN3790
 DN3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3790
 DN3790.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3790
 DN3790.The ellipsoidal height was determined by GPS observations
 DN3790.and is referenced to NAD 83.
 DN3790
 DN3790. The following values were computed from the NAD 83(2007) position.
 DN3790
 DN3790;                    North         East     Units Scale Factor Converg.
 DN3790;SPC MN S     -   338,625.076   875,911.176   MT  0.99998484   +0 40 35.6
 DN3790;SPC MN S     - 1,110,972.44  2,873,718.58   sFT  0.99998484   +0 40 35.6
 DN3790;UTM  15      - 4,998,895.175   497,265.448   MT  0.99960009   -0 01 28.8
 DN3790
 DN3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3790!SPC MN S     -   0.99996068  x   0.99998484  =   0.99994552
 DN3790!UTM  15      -   0.99996068  x   0.99960009  =   0.99956078
 DN3790
 DN3790:                Primary Azimuth Mark                     Grid Az
 DN3790:SPC MN S     -  0282 N                                   008 06 45.0
 DN3790:UTM  15      -  0282 N                                   008 48 49.4
 DN3790
 DN3790|---------------------------------------------------------------------|
 DN3790| PID    Reference Object                     Distance      Geod. Az  |
 DN3790|                                                           dddmmss.s |
 DN3790| DN3789 0282 N                              APPROX. 1.4 KM 0084720.6 |
 DN3790| DN3792 0282 R                              APPROX. 0.6 KM 0302442.6 |
 DN3790| DN3791 0282 Q                              APPROX. 1.0 KM 2050443.5 |
 DN3790|---------------------------------------------------------------------|
 DN3790
 DN3790                          SUPERSEDED SURVEY CONTROL
 DN3790
 DN3790.No superseded survey control is available for this station.
 DN3790
 DN3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9726598895(NAD 83)
 DN3790
 DN3790_MARKER: I = METAL ROD
 DN3790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3790_STAMPING: 0282 P 2010
 DN3790_MARK LOGO: MNDT  
 DN3790_PROJECTION: RECESSED 3 CENTIMETERS
 DN3790_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3790+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DN3790_ROD/PIPE-DEPTH: 16.2 meters
 DN3790
 DN3790  HISTORY     - Date     Condition        Report By
 DN3790  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3790  HISTORY     - 20101123 GOOD             MNDT
 DN3790
 DN3790                          STATION DESCRIPTION
 DN3790
 DN3790'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3790'IN LINO LAKES, 1.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3790'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3790'HIGHWAY 35E MILEPOINT 121.90, 94.4 FEET NORTHWEST OF INTERSTATE
 DN3790'HIGHWAY 35E SOUTHBOUND, 6.4 FEET SOUTHEAST OF FENCE LINE, 2.0 FEET
 DN3790'EAST OF WITNESS POST.
 DN3790
 DN3790                          STATION RECOVERY (2010)
 DN3790
 DN3790'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DN3790'RECOVERED AS DESCRIBED.
 DN3790' 
 DN3790'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3790'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3790'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3790'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3791 ***********************************************************************
 DN3791  DESIGNATION -  0282 Q
 DN3791  PID         -  DN3791
 DN3791  STATE/COUNTY-  MN/ANOKA
 DN3791  COUNTRY     -  US
 DN3791  USGS QUAD   -  CENTERVILLE (1993)
 DN3791
 DN3791                         *CURRENT SURVEY CONTROL
 DN3791  ______________________________________________________________________
 DN3791* NAD 83(2007) POSITION- 45 08 08.27227(N) 093 02 24.01034(W)   ADJUSTED  
 DN3791* NAD 83(2007) ELLIP HT-   254.631 (meters)        (09/16/11)   ADJUSTED
 DN3791* NAD 83(2007) EPOCH   -  2002.00
 DN3791* NAVD 88 ORTHO HEIGHT -   282.02   (meters)     925.3   (feet) LEVELING  
 DN3791  ______________________________________________________________________
 DN3791  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DN3791  NAD 83(2007) X  -   -239,025.772 (meters)                     COMP
 DN3791  NAD 83(2007) Y  - -4,500,756.987 (meters)                     COMP
 DN3791  NAD 83(2007) Z  -  4,498,174.562 (meters)                     COMP
 DN3791  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC09
 DN3791  HORZ ORDER      -  FIRST
 DN3791  VERT ORDER      -  THIRD
 DN3791  ELLP ORDER      -  FIRST     CLASS II
 DN3791
 DN3791.The horizontal coordinates were established by GPS observations
 DN3791.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3791
 DN3791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3791.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3791
 DN3791.The horizontal coordinates are valid at the epoch date displayed above
 DN3791.which is a decimal equivalence of Year/Month/Day.
 DN3791
 DN3791.The orthometric height was determined by differential leveling.
 DN3791.The vertical network tie was performed by a horz. field party for horz.
 DN3791.obs reductions. Reset procedures were used to establish the elevation.
 DN3791
 DN3791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3791
 DN3791.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3791
 DN3791.The ellipsoidal height was determined by GPS observations
 DN3791.and is referenced to NAD 83.
 DN3791
 DN3791. The following values were computed from the NAD 83(2007) position.
 DN3791
 DN3791;                    North         East     Units Scale Factor Converg.
 DN3791;SPC MN S     -   337,742.864   875,510.946   MT  0.99998330   +0 40 22.4
 DN3791;SPC MN S     - 1,108,078.05  2,872,405.50   sFT  0.99998330   +0 40 22.4
 DN3791;UTM  15      - 4,998,018.264   496,854.609   MT  0.99960012   -0 01 42.1
 DN3791
 DN3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3791!SPC MN S     -   0.99996008  x   0.99998330  =   0.99994338
 DN3791!UTM  15      -   0.99996008  x   0.99960012  =   0.99956022
 DN3791
 DN3791:                Primary Azimuth Mark                     Grid Az
 DN3791:SPC MN S     -  0282 P                                   024 24 07.8
 DN3791:UTM  15      -  0282 P                                   025 06 12.3
 DN3791
 DN3791|---------------------------------------------------------------------|
 DN3791| PID    Reference Object                     Distance      Geod. Az  |
 DN3791|                                                           dddmmss.s |
 DN3791| DN3790 0282 P                              APPROX. 1.0 KM 0250430.2 |
 DN3791| DN3792 0282 R                              APPROX. 1.6 KM 0270626.1 |
 DN3791|---------------------------------------------------------------------|
 DN3791
 DN3791                          SUPERSEDED SURVEY CONTROL
 DN3791
 DN3791.No superseded survey control is available for this station.
 DN3791
 DN3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9685498018(NAD 83)
 DN3791
 DN3791_MARKER: I = METAL ROD
 DN3791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3791_STAMPING: 0282 Q 2010
 DN3791_MARK LOGO: MNDT  
 DN3791_PROJECTION: FLUSH
 DN3791_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3791+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2010
 DN3791_ROD/PIPE-DEPTH:  6.1 meters
 DN3791
 DN3791  HISTORY     - Date     Condition        Report By
 DN3791  HISTORY     - 20101122 MONUMENTED       MNDT
 DN3791  HISTORY     - 20101122 GOOD             MNDT
 DN3791  HISTORY     - 20101124 GOOD             MNDT
 DN3791
 DN3791                          STATION DESCRIPTION
 DN3791
 DN3791'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3791'RECOVERED AS DESCRIBED.
 DN3791' 
 DN3791'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3791'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3791'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3791'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN3791
 DN3791                          STATION RECOVERY (2010)
 DN3791
 DN3791'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DN3791'IN LINO LAKES, 2.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3791'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3791'HIGHWAY 35E MILEPOINT 121.30, 68.5 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3791'NORTHBOUND, 31 FEET WEST OF FENCE LINE, 1.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3792 ***********************************************************************
 DN3792  DESIGNATION -  0282 R
 DN3792  PID         -  DN3792
 DN3792  STATE/COUNTY-  MN/ANOKA
 DN3792  COUNTRY     -  US
 DN3792  USGS QUAD   -  CENTERVILLE (1993)
 DN3792
 DN3792                         *CURRENT SURVEY CONTROL
 DN3792  ______________________________________________________________________
 DN3792* NAD 83(2007) POSITION- 45 08 53.36292(N) 093 01 51.39224(W)   ADJUSTED  
 DN3792* NAD 83(2007) ELLIP HT-   255.320 (meters)        (09/16/11)   ADJUSTED
 DN3792* NAD 83(2007) EPOCH   -  2002.00
 DN3792* NAVD 88 ORTHO HEIGHT -   282.71   (meters)     927.5   (feet) LEVELING  
 DN3792  ______________________________________________________________________
 DN3792  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DN3792  NAD 83(2007) X  -   -238,261.884 (meters)                     COMP
 DN3792  NAD 83(2007) Y  - -4,499,809.842 (meters)                     COMP
 DN3792  NAD 83(2007) Z  -  4,499,156.928 (meters)                     COMP
 DN3792  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC09
 DN3792  HORZ ORDER      -  FIRST
 DN3792  VERT ORDER      -  THIRD
 DN3792  ELLP ORDER      -  FIRST     CLASS II
 DN3792
 DN3792.The horizontal coordinates were established by GPS observations
 DN3792.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3792
 DN3792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3792.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3792
 DN3792.The horizontal coordinates are valid at the epoch date displayed above
 DN3792.which is a decimal equivalence of Year/Month/Day.
 DN3792
 DN3792.The orthometric height was determined by differential leveling.
 DN3792.The vertical network tie was performed by a horz. field party for horz.
 DN3792.obs reductions. Reset procedures were used to establish the elevation.
 DN3792
 DN3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3792
 DN3792.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3792
 DN3792.The ellipsoidal height was determined by GPS observations
 DN3792.and is referenced to NAD 83.
 DN3792
 DN3792. The following values were computed from the NAD 83(2007) position.
 DN3792
 DN3792;                    North         East     Units Scale Factor Converg.
 DN3792;SPC MN S     -   339,143.134   876,207.094   MT  0.99998575   +0 40 45.3
 DN3792;SPC MN S     - 1,112,672.10  2,874,689.44   sFT  0.99998575   +0 40 45.3
 DN3792;UTM  15      - 4,999,409.375   497,567.567   MT  0.99960007   -0 01 19.0
 DN3792
 DN3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3792!SPC MN S     -   0.99995997  x   0.99998575  =   0.99994572
 DN3792!UTM  15      -   0.99995997  x   0.99960007  =   0.99956006
 DN3792
 DN3792:                Primary Azimuth Mark                     Grid Az
 DN3792:SPC MN S     -  0282 Q                                   206 26 03.9
 DN3792:UTM  15      -  0282 Q                                   207 08 08.2
 DN3792
 DN3792|---------------------------------------------------------------------|
 DN3792| PID    Reference Object                     Distance      Geod. Az  |
 DN3792|                                                           dddmmss.s |
 DN3792| DN3791 0282 Q                              APPROX. 1.6 KM 2070649.2 |
 DN3792| DN3789 0282 N                              APPROX. 0.9 KM 3543852.3 |
 DN3792|---------------------------------------------------------------------|
 DN3792
 DN3792                          SUPERSEDED SURVEY CONTROL
 DN3792
 DN3792.No superseded survey control is available for this station.
 DN3792
 DN3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9756799409(NAD 83)
 DN3792
 DN3792_MARKER: I = METAL ROD
 DN3792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3792_STAMPING: 0282 R 2010
 DN3792_MARK LOGO: MNDT  
 DN3792_PROJECTION: RECESSED 5 CENTIMETERS
 DN3792_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3792+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DN3792_ROD/PIPE-DEPTH:  4.6 meters
 DN3792
 DN3792  HISTORY     - Date     Condition        Report By
 DN3792  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3792  HISTORY     - 20101123 GOOD             MNDT
 DN3792
 DN3792                          STATION DESCRIPTION
 DN3792
 DN3792'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3792'IN LINO LAKES, 1.1 MILES SOUTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3792'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3792'HIGHWAY 35E MILEPOINT 122.30, 69.4 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3792'NORTHBOUND, 20.0 FEET WEST OF FENCE LINE, 1.2 FEET WEST OF WITNESS
 DN3792'POST.
 DN3792
 DN3792                          STATION RECOVERY (2010)
 DN3792
 DN3792'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DN3792'RECOVERED AS DESCRIBED.
 DN3792' 
 DN3792'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3792'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3792'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3792'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3793 ***********************************************************************
 DN3793  DESIGNATION -  0282 S
 DN3793  PID         -  DN3793
 DN3793  STATE/COUNTY-  MN/ANOKA
 DN3793  COUNTRY     -  US
 DN3793  USGS QUAD   -  CENTERVILLE (1993)
 DN3793
 DN3793                         *CURRENT SURVEY CONTROL
 DN3793  ______________________________________________________________________
 DN3793* NAD 83(2007) POSITION- 45 09 50.00635(N) 093 01 48.45519(W)   ADJUSTED  
 DN3793* NAD 83(2007) ELLIP HT-   256.513 (meters)        (09/16/11)   ADJUSTED
 DN3793* NAD 83(2007) EPOCH   -  2002.00
 DN3793* NAVD 88 ORTHO HEIGHT -   283.91   (meters)     931.5   (feet) LEVELING  
 DN3793  ______________________________________________________________________
 DN3793  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DN3793  NAD 83(2007) X  -   -238,132.313 (meters)                     COMP
 DN3793  NAD 83(2007) Y  - -4,498,575.930 (meters)                     COMP
 DN3793  NAD 83(2007) Z  -  4,500,390.918 (meters)                     COMP
 DN3793  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC09
 DN3793  HORZ ORDER      -  FIRST
 DN3793  VERT ORDER      -  THIRD
 DN3793  ELLP ORDER      -  FIRST     CLASS II
 DN3793
 DN3793.The horizontal coordinates were established by GPS observations
 DN3793.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3793
 DN3793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3793.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3793
 DN3793.The horizontal coordinates are valid at the epoch date displayed above
 DN3793.which is a decimal equivalence of Year/Month/Day.
 DN3793
 DN3793.The orthometric height was determined by differential leveling.
 DN3793.The vertical network tie was performed by a horz. field party for horz.
 DN3793.obs reductions. Reset procedures were used to establish the elevation.
 DN3793
 DN3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3793
 DN3793.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3793
 DN3793.The ellipsoidal height was determined by GPS observations
 DN3793.and is referenced to NAD 83.
 DN3793
 DN3793. The following values were computed from the NAD 83(2007) position.
 DN3793
 DN3793;                    North         East     Units Scale Factor Converg.
 DN3793;SPC MN S     -   340,892.377   876,250.503   MT  0.99998890   +0 40 47.3
 DN3793;SPC MN S     - 1,118,411.07  2,874,831.86   sFT  0.99998890   +0 40 47.3
 DN3793;UTM  15      - 5,001,157.278   497,632.354   MT  0.99960007   -0 01 16.9
 DN3793
 DN3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3793!SPC MN S     -   0.99995978  x   0.99998890  =   0.99994869
 DN3793!UTM  15      -   0.99995978  x   0.99960007  =   0.99955987
 DN3793
 DN3793:                Primary Azimuth Mark                     Grid Az
 DN3793:SPC MN S     -  0282 R                                   181 25 17.6
 DN3793:UTM  15      -  0282 R                                   182 07 21.8
 DN3793
 DN3793|---------------------------------------------------------------------|
 DN3793| PID    Reference Object                     Distance      Geod. Az  |
 DN3793|                                                           dddmmss.s |
 DN3793| DN3792 0282 R                              APPROX. 1.7 KM 1820604.9 |
 DN3793| DN3789 0282 N                              APPROX. 0.9 KM 1895059.5 |
 DN3793|---------------------------------------------------------------------|
 DN3793
 DN3793                          SUPERSEDED SURVEY CONTROL
 DN3793
 DN3793.No superseded survey control is available for this station.
 DN3793
 DN3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9763201157(NAD 83)
 DN3793
 DN3793_MARKER: I = METAL ROD
 DN3793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3793_STAMPING: 0282 S 2010
 DN3793_MARK LOGO: MNDT  
 DN3793_PROJECTION: RECESSED 3 CENTIMETERS
 DN3793_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3793+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2011
 DN3793_ROD/PIPE-DEPTH:  6.1 meters
 DN3793
 DN3793  HISTORY     - Date     Condition        Report By
 DN3793  HISTORY     - 20101124 MONUMENTED       MNDT
 DN3793  HISTORY     - 20110103 GOOD             MNDT
 DN3793
 DN3793                          STATION DESCRIPTION
 DN3793
 DN3793'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3793'IN LINO LAKES, AT JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT
 DN3793'INTERSTATE HIGHWAY 35E MILEPOINT 123.4, 350 FEET EAST OF INTERSTATE
 DN3793'HIGHWAY 35E NORTHBOUND, 30 FEET SOUTH OF COUNTY ROAD 14 EASTBOUND.
 DN3793
 DN3793                          STATION RECOVERY (2011)
 DN3793
 DN3793'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3793'RECOVERED AS DESCRIBED.
 DN3793' 
 DN3793'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3793'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3793'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3793'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3794 ***********************************************************************
 DN3794  DESIGNATION -  0282 T
 DN3794  PID         -  DN3794
 DN3794  STATE/COUNTY-  MN/ANOKA
 DN3794  COUNTRY     -  US
 DN3794  USGS QUAD   -  CENTERVILLE (1993)
 DN3794
 DN3794                         *CURRENT SURVEY CONTROL
 DN3794  ______________________________________________________________________
 DN3794* NAD 83(2007) POSITION- 45 10 39.35011(N) 093 01 45.49295(W)   ADJUSTED  
 DN3794* NAD 83(2007) ELLIP HT-   249.663 (meters)        (09/16/11)   ADJUSTED
 DN3794* NAD 83(2007) EPOCH   -  2002.00
 DN3794* NAVD 88 ORTHO HEIGHT -   277.07   (meters)     909.0   (feet) LEVELING  
 DN3794  ______________________________________________________________________
 DN3794  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DN3794  NAD 83(2007) X  -   -238,010.358 (meters)                     COMP
 DN3794  NAD 83(2007) Y  - -4,497,495.663 (meters)                     COMP
 DN3794  NAD 83(2007) Z  -  4,501,460.013 (meters)                     COMP
 DN3794  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC09
 DN3794  HORZ ORDER      -  FIRST
 DN3794  VERT ORDER      -  THIRD
 DN3794  ELLP ORDER      -  FIRST     CLASS II
 DN3794
 DN3794.The horizontal coordinates were established by GPS observations
 DN3794.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3794
 DN3794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3794.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3794
 DN3794.The horizontal coordinates are valid at the epoch date displayed above
 DN3794.which is a decimal equivalence of Year/Month/Day.
 DN3794
 DN3794.The orthometric height was determined by differential leveling.
 DN3794.The vertical network tie was performed by a horz. field party for horz.
 DN3794.obs reductions. Reset procedures were used to establish the elevation.
 DN3794
 DN3794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3794
 DN3794.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3794
 DN3794.The ellipsoidal height was determined by GPS observations
 DN3794.and is referenced to NAD 83.
 DN3794
 DN3794. The following values were computed from the NAD 83(2007) position.
 DN3794
 DN3794;                    North         East     Units Scale Factor Converg.
 DN3794;SPC MN S     -   342,416.307   876,297.103   MT  0.99999170   +0 40 49.4
 DN3794;SPC MN S     - 1,123,410.83  2,874,984.75   sFT  0.99999170   +0 40 49.4
 DN3794;UTM  15      - 5,002,679.929   497,697.574   MT  0.99960007   -0 01 14.8
 DN3794
 DN3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3794!SPC MN S     -   0.99996086  x   0.99999170  =   0.99995256
 DN3794!UTM  15      -   0.99996086  x   0.99960007  =   0.99956094
 DN3794
 DN3794:                Primary Azimuth Mark                     Grid Az
 DN3794:SPC MN S     -  0282 S                                   181 45 05.4
 DN3794:UTM  15      -  0282 S                                   182 27 09.6
 DN3794
 DN3794|---------------------------------------------------------------------|
 DN3794| PID    Reference Object                     Distance      Geod. Az  |
 DN3794|                                                           dddmmss.s |
 DN3794| DN3793 0282 S                              APPROX. 1.5 KM 1822554.8 |
 DN3794| DN3788 0282 M                              APPROX. 0.8 KM 1871944.3 |
 DN3794| DN3787 0282 L                              APPROX. 0.8 KM 3531439.2 |
 DN3794|---------------------------------------------------------------------|
 DN3794
 DN3794                          SUPERSEDED SURVEY CONTROL
 DN3794
 DN3794.No superseded survey control is available for this station.
 DN3794
 DN3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9769702679(NAD 83)
 DN3794
 DN3794_MARKER: I = METAL ROD
 DN3794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3794_STAMPING: 0282 T 2010
 DN3794_MARK LOGO: MNDT  
 DN3794_PROJECTION: RECESSED 5 CENTIMETERS
 DN3794_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3794+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2011
 DN3794_ROD/PIPE-DEPTH:  6.1 meters
 DN3794
 DN3794  HISTORY     - Date     Condition        Report By
 DN3794  HISTORY     - 20101123 MONUMENTED       MNDT
 DN3794  HISTORY     - 20110102 GOOD             MNDT
 DN3794
 DN3794                          STATION DESCRIPTION
 DN3794
 DN3794'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3794'IN LINO LAKES, 0.9 MILE NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3794'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3794'HIGHWAY 35E MILEPOINT 124.35, 93.3 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3794'NORTHBOUND, 7.0 FEET WEST OF FENCE LINE, 1.1 EAST OF WITNESS POST.
 DN3794
 DN3794                          STATION RECOVERY (2011)
 DN3794
 DN3794'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3794'RECOVERED AS DESCRIBED.
 DN3794' 
 DN3794'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3794'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3794'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3794'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3795 ***********************************************************************
 DN3795  DESIGNATION -  0282 U
 DN3795  PID         -  DN3795
 DN3795  STATE/COUNTY-  MN/ANOKA
 DN3795  COUNTRY     -  US
 DN3795  USGS QUAD   -  CENTERVILLE (1993)
 DN3795
 DN3795                         *CURRENT SURVEY CONTROL
 DN3795  ______________________________________________________________________
 DN3795* NAD 83(2007) POSITION- 45 11 26.87900(N) 093 01 45.44214(W)   ADJUSTED  
 DN3795* NAD 83(2007) ELLIP HT-   250.162 (meters)        (09/16/11)   ADJUSTED
 DN3795* NAD 83(2007) EPOCH   -  2002.00
 DN3795* NAVD 88 ORTHO HEIGHT -   277.58   (meters)     910.7   (feet) LEVELING  
 DN3795  ______________________________________________________________________
 DN3795  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DN3795  NAD 83(2007) X  -   -237,954.262 (meters)                     COMP
 DN3795  NAD 83(2007) Y  - -4,496,456.646 (meters)                     COMP
 DN3795  NAD 83(2007) Z  -  4,502,494.577 (meters)                     COMP
 DN3795  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC09
 DN3795  HORZ ORDER      -  FIRST
 DN3795  VERT ORDER      -  THIRD
 DN3795  ELLP ORDER      -  FIRST     CLASS II
 DN3795
 DN3795.The horizontal coordinates were established by GPS observations
 DN3795.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3795
 DN3795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3795.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3795
 DN3795.The horizontal coordinates are valid at the epoch date displayed above
 DN3795.which is a decimal equivalence of Year/Month/Day.
 DN3795
 DN3795.The orthometric height was determined by differential leveling.
 DN3795.The vertical network tie was performed by a horz. field party for horz.
 DN3795.obs reductions. Reset procedures were used to establish the elevation.
 DN3795
 DN3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3795
 DN3795.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3795
 DN3795.The ellipsoidal height was determined by GPS observations
 DN3795.and is referenced to NAD 83.
 DN3795
 DN3795. The following values were computed from the NAD 83(2007) position.
 DN3795
 DN3795;                    North         East     Units Scale Factor Converg.
 DN3795;SPC MN S     -   343,883.468   876,280.789   MT  0.99999445   +0 40 49.4
 DN3795;SPC MN S     - 1,128,224.34  2,874,931.22   sFT  0.99999445   +0 40 49.4
 DN3795;UTM  15      - 5,004,146.604   497,699.215   MT  0.99960007   -0 01 14.8
 DN3795
 DN3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3795!SPC MN S     -   0.99996078  x   0.99999445  =   0.99995523
 DN3795!UTM  15      -   0.99996078  x   0.99960007  =   0.99956087
 DN3795
 DN3795:                Primary Azimuth Mark                     Grid Az
 DN3795:SPC MN S     -  0282 L                                   186 23 17.0
 DN3795:UTM  15      -  0282 L                                   187 05 21.2
 DN3795
 DN3795|---------------------------------------------------------------------|
 DN3795| PID    Reference Object                     Distance      Geod. Az  |
 DN3795|                                                           dddmmss.s |
 DN3795| DN3787 0282 L                              APPROX. 0.7 KM 1870406.4 |
 DN3795|---------------------------------------------------------------------|
 DN3795
 DN3795                          SUPERSEDED SURVEY CONTROL
 DN3795
 DN3795.No superseded survey control is available for this station.
 DN3795
 DN3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9769904146(NAD 83)
 DN3795
 DN3795_MARKER: I = METAL ROD
 DN3795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3795_STAMPING: 0282 U 2010
 DN3795_MARK LOGO: MNDT  
 DN3795_PROJECTION: RECESSED 5 CENTIMETERS
 DN3795_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3795+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DN3795_ROD/PIPE-DEPTH: 10.1 meters
 DN3795
 DN3795  HISTORY     - Date     Condition        Report By
 DN3795  HISTORY     - 20101124 MONUMENTED       MNDT
 DN3795  HISTORY     - 20110110 GOOD             MNDT
 DN3795
 DN3795                          STATION DESCRIPTION
 DN3795
 DN3795'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3795'IN LINO LAKES, 1.85 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3795'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3795'HIGHWAY 35E MILEPOINT 125.35, 95.1 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3795'NORTHBOUND, 5.0 FEET WEST OF FENCE LINE, 1.2 FEET WEST OF WITNESS
 DN3795'POST.
 DN3795
 DN3795                          STATION RECOVERY (2011)
 DN3795
 DN3795'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3795'RECOVERED AS DESCRIBED.
 DN3795' 
 DN3795'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3795'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3795'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3795'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3796 ***********************************************************************
 DN3796  DESIGNATION -  0282 V
 DN3796  PID         -  DN3796
 DN3796  STATE/COUNTY-  MN/ANOKA
 DN3796  COUNTRY     -  US
 DN3796  USGS QUAD   -  CENTERVILLE (1993)
 DN3796
 DN3796                         *CURRENT SURVEY CONTROL
 DN3796  ______________________________________________________________________
 DN3796* NAD 83(2007) POSITION- 45 12 17.64640(N) 093 01 44.39392(W)   ADJUSTED  
 DN3796* NAD 83(2007) ELLIP HT-   248.689 (meters)        (09/16/11)   ADJUSTED
 DN3796* NAD 83(2007) EPOCH   -  2002.00
 DN3796* NAVD 88 ORTHO HEIGHT -   276.12   (meters)     905.9   (feet) LEVELING  
 DN3796  ______________________________________________________________________
 DN3796  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DN3796  NAD 83(2007) X  -   -237,872.593 (meters)                     COMP
 DN3796  NAD 83(2007) Y  - -4,495,346.302 (meters)                     COMP
 DN3796  NAD 83(2007) Z  -  4,503,597.948 (meters)                     COMP
 DN3796  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC09
 DN3796  HORZ ORDER      -  FIRST
 DN3796  VERT ORDER      -  THIRD
 DN3796  ELLP ORDER      -  FIRST     CLASS II
 DN3796
 DN3796.The horizontal coordinates were established by GPS observations
 DN3796.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3796
 DN3796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3796.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3796
 DN3796.The horizontal coordinates are valid at the epoch date displayed above
 DN3796.which is a decimal equivalence of Year/Month/Day.
 DN3796
 DN3796.The orthometric height was determined by differential leveling.
 DN3796.The vertical network tie was performed by a horz. field party for horz.
 DN3796.obs reductions. Reset procedures were used to establish the elevation.
 DN3796
 DN3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3796
 DN3796.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3796
 DN3796.The ellipsoidal height was determined by GPS observations
 DN3796.and is referenced to NAD 83.
 DN3796
 DN3796. The following values were computed from the NAD 83(2007) position.
 DN3796
 DN3796;                    North         East     Units Scale Factor Converg.
 DN3796;SPC MN S     -   345,450.864   876,285.053   MT  0.99999745   +0 40 50.2
 DN3796;SPC MN S     - 1,133,366.71  2,874,945.21   sFT  0.99999745   +0 40 50.2
 DN3796;UTM  15      - 5,005,713.209   497,722.650   MT  0.99960006   -0 01 14.1
 DN3796
 DN3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3796!SPC MN S     -   0.99996101  x   0.99999745  =   0.99995846
 DN3796!UTM  15      -   0.99996101  x   0.99960006  =   0.99956109
 DN3796
 DN3796:                Primary Azimuth Mark                     Grid Az
 DN3796:SPC MN S     -  0282 U                                   180 09 21.0
 DN3796:UTM  15      -  0282 U                                   180 51 25.3
 DN3796
 DN3796|---------------------------------------------------------------------|
 DN3796| PID    Reference Object                     Distance      Geod. Az  |
 DN3796|                                                           dddmmss.s |
 DN3796| DN3795 0282 U                              APPROX. 1.6 KM 1805011.2 |
 DN3796| DN3786 0282 K                              APPROX. 0.9 KM 1860725.5 |
 DN3796|---------------------------------------------------------------------|
 DN3796
 DN3796                          SUPERSEDED SURVEY CONTROL
 DN3796
 DN3796.No superseded survey control is available for this station.
 DN3796
 DN3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9772205713(NAD 83)
 DN3796
 DN3796_MARKER: I = METAL ROD
 DN3796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3796_STAMPING: 0282 V 2010
 DN3796_MARK LOGO: MNDT  
 DN3796_PROJECTION: RECESSED 5 CENTIMETERS
 DN3796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3796+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN3796_ROD/PIPE-DEPTH:  7.6 meters
 DN3796
 DN3796  HISTORY     - Date     Condition        Report By
 DN3796  HISTORY     - 20101124 MONUMENTED       MNDT
 DN3796  HISTORY     - 20110109 GOOD             MNDT
 DN3796
 DN3796                          STATION DESCRIPTION
 DN3796
 DN3796'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3796'IN LINO LAKES, 2.8 MILES NORTH ALONG INTERSTATE HIGHWAY 35E FROM
 DN3796'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY 14, AT INTERSTATE
 DN3796'HIGHWAY 35E MILEPOINT 126.25, 95.4 FEET EAST OF INTERSTATE HIGHWAY 35E
 DN3796'NORTHBOUND, 5.5 FEET WEST OF FENCE LINE, 1.2 FEET WEST OF WITNESS
 DN3796'POST.
 DN3796
 DN3796                          STATION RECOVERY (2011)
 DN3796
 DN3796'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3796'RECOVERED AS DESCRIBED.
 DN3796' 
 DN3796'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3796'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3796'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3796'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0770 ***********************************************************************
 QO0770  DESIGNATION -  0283 A
 QO0770  PID         -  QO0770
 QO0770  STATE/COUNTY-  MN/ANOKA
 QO0770  COUNTRY     -  US
 QO0770  USGS QUAD   -  LINWOOD (1993)
 QO0770
 QO0770                         *CURRENT SURVEY CONTROL
 QO0770  ______________________________________________________________________
 QO0770* NAD 83(1986) POSITION- 45 15 01.49   (N) 093 01 26.95   (W)   HD_HELD1  
 QO0770* NAVD 88 ORTHO HEIGHT -   279.931  (meters)     918.41  (feet) ADJUSTED  
 QO0770  ______________________________________________________________________
 QO0770  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 QO0770  DYNAMIC HEIGHT  -        279.928 (meters)      918.40  (feet) COMP
 QO0770  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO0770
 QO0770  VERT ORDER      -  SECOND    CLASS I
 QO0770
 QO0770.The horizontal coordinates were established by differentially corrected
 QO0770.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0770.
 QO0770.The orthometric height was determined by differential leveling and
 QO0770.adjusted in March 2011.
 QO0770
 QO0770.Photographs are available for this station.
 QO0770
 QO0770.The dynamic height is computed by dividing the NAVD 88
 QO0770.geopotential number by the normal gravity value computed on the
 QO0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0770.degrees latitude (g = 980.6199 gals.).
 QO0770
 QO0770.The modeled gravity was interpolated from observed gravity values.
 QO0770
 QO0770;                    North         East    Units  Estimated Accuracy
 QO0770;SPC MN S     -   350,513.1     876,605.3     MT  (+/- 3 meters HH1 GPS) 
 QO0770
 QO0770                          SUPERSEDED SURVEY CONTROL
 QO0770
 QO0770  NAVD 88 (06/15/91)  279.923  (m)          918.38   (f) SUPERSEDED  2 0
 QO0770  NGVD 29 (??/??/92)  279.881  (m)          918.24   (f) ADJ UNCH    2 0
 QO0770
 QO0770.Superseded values are not recommended for survey control.
 QO0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0770.See file dsdata.txt to determine how the superseded data were derived.
 QO0770
 QO0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9810410769(NAD 83)
 QO0770
 QO0770_MARKER: DB = BENCH MARK DISK
 QO0770_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0770_SP_SET: BRIDGE ABUTMENT
 QO0770_STAMPING: 0283 A 1970
 QO0770_MARK LOGO: MNHD  
 QO0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0770+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 QO0770
 QO0770  HISTORY     - Date     Condition        Report By
 QO0770  HISTORY     - 19700401 MONUMENTED       MNHD
 QO0770  HISTORY     - 1987     GOOD             USPSQD
 QO0770  HISTORY     - 20051012 GOOD             USPSQD
 QO0770  HISTORY     - 20090305 GOOD             MNDT
 QO0770  HISTORY     - 20101115 GOOD             MNDT
 QO0770
 QO0770                          STATION DESCRIPTION
 QO0770
 QO0770'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0770'2.8 MI SW FROM FOREST LAKE.
 QO0770'MARK IS LOCATED 0.9 MILES WEST OF T.H. 61 IN FOREST LAKE ALONG COUNTY
 QO0770'ROAD 2 (BROADWAY) THENCE 2.6 MILES SOUTH ALONG FAI 35, 2.2 MILES NORTH
 QO0770'OF THE NORTH JUNCTION OF FAI 35-W AND FAI 35-E, IN THE SOUTHEAST
 QO0770'CORNER OF BRIDGE NO. 02806, T.H. 97 (OLD T.H. 8) OVER FAI 35. NW 1/4
 QO0770'SECTION 24, T 32N, R 22W.
 QO0770
 QO0770                          STATION RECOVERY (1987)
 QO0770
 QO0770'RECOVERY NOTE BY US POWER SQUADRON 1987 (REA)
 QO0770'RECOVERED IN GOOD CONDITION.
 QO0770
 QO0770                          STATION RECOVERY (2005)
 QO0770
 QO0770'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0770'RECOVERED IN GOOD CONDITION.
 QO0770
 QO0770                          STATION RECOVERY (2009)
 QO0770
 QO0770'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0770'RECOVERED AS DESCRIBED.
 QO0770
 QO0770                          STATION RECOVERY (2010)
 QO0770
 QO0770'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QO0770'THE MARK IS 2.75 MI (4.4 KM) SOUTHWEST OF FOREST LAKE.
 QO0770' 
 QO0770'TO REACH THE MARK GO 2.6 MI (4.2 KM) SOUTH OF THE JUNCTION OF
 QO0770'INTERSTATE HIGHWAY 35 AND COUNTY ROAD 2 (BROADWAY STREET) AT FOREST
 QO0770'LAKE, AT THE JUNCTION OF COUNTY ROAD 97 (LAKE DRIVE) AND INTERSTATE
 QO0770'HIGHWAY 35W, 2.2 MI (3.5 KM) NORTH OF THE JUNCTION OF INTERSTATE
 QO0770'HIGHWAY 35E AND INTERSTATE HIGHWAY 35W.
 QO0770' 
 QO0770'IT'S IN SOUTHEAST CORNER OF TRUNK HIGHWAY 97 BRIDGE NUMBER 02806 OVER
 QO0770'INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6278 ***********************************************************************
 DL6278  DESIGNATION -  0283 B
 DL6278  PID         -  DL6278
 DL6278  STATE/COUNTY-  MN/ANOKA
 DL6278  COUNTRY     -  US
 DL6278  USGS QUAD   -  CENTERVILLE (1993)
 DL6278
 DL6278                         *CURRENT SURVEY CONTROL
 DL6278  ______________________________________________________________________
 DL6278* NAD 83(2007) POSITION- 45 13 58.68696(N) 093 01 38.83830(W)   ADJUSTED  
 DL6278* NAD 83(2007) ELLIP HT-   247.762 (meters)        (01/29/10)   ADJUSTED
 DL6278* NAD 83(2007) EPOCH   -  2002.00
 DL6278* NAVD 88 ORTHO HEIGHT -   275.237  (meters)     903.01  (feet) ADJUSTED  
 DL6278  ______________________________________________________________________
 DL6278  NAD 83(2007) X  -   -237,634.541 (meters)                     COMP
 DL6278  NAD 83(2007) Y  - -4,493,141.014 (meters)                     COMP
 DL6278  NAD 83(2007) Z  -  4,505,794.565 (meters)                     COMP
 DL6278  LAPLACE CORR    -          1.85  (seconds)                    DEFLEC09
 DL6278  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DL6278  DYNAMIC HEIGHT  -        275.235 (meters)      903.00  (feet) COMP
 DL6278  MODELED GRAVITY -    980,600.7   (mgal)                       NAVD 88
 DL6278
 DL6278  HORZ ORDER      -  FIRST
 DL6278  VERT ORDER      -  SECOND    CLASS I
 DL6278  ELLP ORDER      -  THIRD     CLASS I
 DL6278
 DL6278.The horizontal coordinates were established by GPS observations
 DL6278.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6278
 DL6278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6278.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6278
 DL6278.The horizontal coordinates are valid at the epoch date displayed above
 DL6278.which is a decimal equivalence of Year/Month/Day.
 DL6278
 DL6278.The orthometric height was determined by differential leveling and
 DL6278.adjusted in March 2011.
 DL6278
 DL6278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6278
 DL6278.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6278
 DL6278.The ellipsoidal height was determined by GPS observations
 DL6278.and is referenced to NAD 83.
 DL6278
 DL6278.The dynamic height is computed by dividing the NAVD 88
 DL6278.geopotential number by the normal gravity value computed on the
 DL6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6278.degrees latitude (g = 980.6199 gals.).
 DL6278
 DL6278.The modeled gravity was interpolated from observed gravity values.
 DL6278
 DL6278. The following values were computed from the NAD 83(2007) position.
 DL6278
 DL6278;                    North         East     Units Scale Factor Converg.
 DL6278;SPC MN S     -   348,571.322   876,369.177   MT  1.00000360   +0 40 54.1
 DL6278;SPC MN S     - 1,143,604.41  2,875,221.21   sFT  1.00000360   +0 40 54.1
 DL6278;UTM  15      - 5,008,831.155   497,844.906   MT  0.99960006   -0 01 10.2
 DL6278
 DL6278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6278!SPC MN S     -   0.99996116  x   1.00000360  =   0.99996476
 DL6278!UTM  15      -   0.99996116  x   0.99960006  =   0.99956123
 DL6278
 DL6278:                Primary Azimuth Mark                     Grid Az
 DL6278:SPC MN S     -  0283 C                                   003 31 40.0
 DL6278:UTM  15      -  0283 C                                   004 13 44.3
 DL6278
 DL6278|---------------------------------------------------------------------|
 DL6278| PID    Reference Object                     Distance      Geod. Az  |
 DL6278|                                                           dddmmss.s |
 DL6278| DL6279 0283 C                              APPROX. 1.5 KM 0041234.1 |
 DL6278|---------------------------------------------------------------------|
 DL6278
 DL6278                          SUPERSEDED SURVEY CONTROL
 DL6278
 DL6278  NAVD 88 (01/29/10)  275.24   (m)          903.0    (f) LEVELING    3  
 DL6278
 DL6278.Superseded values are not recommended for survey control.
 DL6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6278.See file dsdata.txt to determine how the superseded data were derived.
 DL6278
 DL6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9784408831(NAD 83)
 DL6278
 DL6278_MARKER: I = METAL ROD
 DL6278_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6278_STAMPING: 0283 B 2009
 DL6278_MARK LOGO: MNDT  
 DL6278_PROJECTION: RECESSED 5 CENTIMETERS
 DL6278_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6278+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DL6278_ROD/PIPE-DEPTH:  9.1 meters
 DL6278
 DL6278  HISTORY     - Date     Condition        Report By
 DL6278  HISTORY     - 20090310 MONUMENTED       MNDT
 DL6278  HISTORY     - 20090312 GOOD             MNDT
 DL6278  HISTORY     - 20101115 GOOD             MNDT
 DL6278  HISTORY     - 20110110 GOOD             MNDT
 DL6278
 DL6278                          STATION DESCRIPTION
 DL6278
 DL6278'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL6278'THE MAKR IS IN COLUMBUS, 1.2 MILES SOUTH-SOUTHWEST ALONG INTERSTATE
 DL6278'HIGHWAY 35 FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK
 DL6278'HIGHWAY 97 IN COLUMBUS, AT INTERSTATE HIGHWAY 35 MILEPOINT 128.15,
 DL6278'84.0 FEET EAST OF WEIGH STATION ON NORTHBOUND OFF RAMP, 141.0 FEET
 DL6278'SOUTHEAST OF LIGHT POLE, 7.3 FEET WEST OF FENCE LINE.
 DL6278
 DL6278                          STATION RECOVERY (2009)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL6278'RECOVERED AS DESCRIBED.
 DL6278
 DL6278                          STATION RECOVERY (2010)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL6278'IN COLUMBUS, 1.2 MILES SOUTH-SOUTH WEST ALONG INTERSTATE HIGHWAY 35
 DL6278'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 97 IN
 DL6278'COLUMBUS, AT INTERSTATE HIGHWAY 35 MILEPOINT 128.15, 84.0 FEET EAST OF
 DL6278'WEIGH STATION ALONG NORTHBOUND OFF RAMP, 141.0 FEET SOUTHEAST OF LIGHT
 DL6278'POLE, 7.3 FEET WEST OF FENCE LINE, 1.6 FEET WEST OF WITNESS POST.
 DL6278
 DL6278                          STATION RECOVERY (2011)
 DL6278
 DL6278'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DL6278'RECOVERED AS DESCRIBED.
 DL6278' 
 DL6278'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL6278'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL6278'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL6278'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6279 ***********************************************************************
 DL6279  DESIGNATION -  0283 C
 DL6279  PID         -  DL6279
 DL6279  STATE/COUNTY-  MN/ANOKA
 DL6279  COUNTRY     -  US
 DL6279  USGS QUAD   -  CENTERVILLE (1993)
 DL6279
 DL6279                         *CURRENT SURVEY CONTROL
 DL6279  ______________________________________________________________________
 DL6279* NAD 83(2007) POSITION- 45 14 45.70063(N) 093 01 33.93994(W)   ADJUSTED  
 DL6279* NAD 83(2007) ELLIP HT-   246.534 (meters)        (01/29/10)   ADJUSTED
 DL6279* NAD 83(2007) EPOCH   -  2002.00
 DL6279* NAVD 88 ORTHO HEIGHT -   274.039  (meters)     899.08  (feet) ADJUSTED  
 DL6279  ______________________________________________________________________
 DL6279  NAD 83(2007) X  -   -237,473.387 (meters)                     COMP
 DL6279  NAD 83(2007) Y  - -4,492,116.636 (meters)                     COMP
 DL6279  NAD 83(2007) Z  -  4,506,815.707 (meters)                     COMP
 DL6279  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC09
 DL6279  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DL6279  DYNAMIC HEIGHT  -        274.037 (meters)      899.07  (feet) COMP
 DL6279  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 DL6279
 DL6279  HORZ ORDER      -  FIRST
 DL6279  VERT ORDER      -  SECOND    CLASS I
 DL6279  ELLP ORDER      -  THIRD     CLASS I
 DL6279
 DL6279.The horizontal coordinates were established by GPS observations
 DL6279.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6279
 DL6279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6279.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6279
 DL6279.The horizontal coordinates are valid at the epoch date displayed above
 DL6279.which is a decimal equivalence of Year/Month/Day.
 DL6279
 DL6279.The orthometric height was determined by differential leveling and
 DL6279.adjusted in March 2011.
 DL6279
 DL6279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6279
 DL6279.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6279
 DL6279.The ellipsoidal height was determined by GPS observations
 DL6279.and is referenced to NAD 83.
 DL6279
 DL6279.The dynamic height is computed by dividing the NAVD 88
 DL6279.geopotential number by the normal gravity value computed on the
 DL6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6279.degrees latitude (g = 980.6199 gals.).
 DL6279
 DL6279.The modeled gravity was interpolated from observed gravity values.
 DL6279
 DL6279. The following values were computed from the NAD 83(2007) position.
 DL6279
 DL6279;                    North         East     Units Scale Factor Converg.
 DL6279;SPC MN S     -   350,023.869   876,458.726   MT  1.00000655   +0 40 57.5
 DL6279;SPC MN S     - 1,148,369.98  2,875,515.00   sFT  1.00000655   +0 40 57.5
 DL6279;UTM  15      - 5,010,281.910   497,952.181   MT  0.99960005   -0 01 06.7
 DL6279
 DL6279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6279!SPC MN S     -   0.99996135  x   1.00000655  =   0.99996790
 DL6279!UTM  15      -   0.99996135  x   0.99960005  =   0.99956141
 DL6279
 DL6279:                Primary Azimuth Mark                     Grid Az
 DL6279:SPC MN S     -  0283 D                                   003 34 30.7
 DL6279:UTM  15      -  0283 D                                   004 16 34.9
 DL6279
 DL6279|---------------------------------------------------------------------|
 DL6279| PID    Reference Object                     Distance      Geod. Az  |
 DL6279|                                                           dddmmss.s |
 DL6279| DN3797 0283 D                              481.086 METERS 0041528.2 |
 DL6279|---------------------------------------------------------------------|
 DL6279
 DL6279                          SUPERSEDED SURVEY CONTROL
 DL6279
 DL6279  NAVD 88 (01/29/10)  274.04   (m)          899.1    (f) LEVELING    3  
 DL6279
 DL6279.Superseded values are not recommended for survey control.
 DL6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6279.See file dsdata.txt to determine how the superseded data were derived.
 DL6279
 DL6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9795210281(NAD 83)
 DL6279
 DL6279_MARKER: DD = SURVEY DISK
 DL6279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6279_SP_SET: SLAB
 DL6279_STAMPING: 0283 C 2009
 DL6279_MARK LOGO: MNDT  
 DL6279_PROJECTION: FLUSH
 DL6279_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6279+STABILITY: SURFACE MOTION
 DL6279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6279+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2010
 DL6279
 DL6279  HISTORY     - Date     Condition        Report By
 DL6279  HISTORY     - 20090310 MONUMENTED       MNDT
 DL6279  HISTORY     - 20090312 GOOD             MNDT
 DL6279  HISTORY     - 20101115 GOOD             MNDT
 DL6279
 DL6279                          STATION DESCRIPTION
 DL6279
 DL6279'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL6279'THE MAKR IS IN COLUMBUS, IN CONCRETE STRUCTURE IN SOUTH CORNER OF
 DL6279'LARGE ROUND CONCRETE LIFT STATION, 0.2 MILE EAST ALONG TRUNK HIGHWAY
 DL6279'97 FROM THE JUNCTION OF TRUNK HIGHWAY 97 AND INTERSTATE HIGHWAY 35 IN
 DL6279'COLUMBUS TO TRUNK HIGHWAY 97 MILEPOINT 0.2, THEN 0.3 MILE SOUTH ON
 DL6279'HORNSBY STREET, THEN 0.15 MILE WEST ON 152ND AVENUE, 2.9 FEET SOUTH OF
 DL6279'152ND AVENUE, 13.4 FEET EAST OF FENCE LINE, 19.8 FEET WEST OF FELLER
 DL6279'STREET, 12.2 FEET EAST OF WITNESS POST.  DISK SET IN A DRILL HOLE IN
 DL6279'EXISTING CONCRETE SLAB.
 DL6279
 DL6279                          STATION RECOVERY (2009)
 DL6279
 DL6279'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL6279'RECOVERED AS DESCRIBED.
 DL6279
 DL6279                          STATION RECOVERY (2010)
 DL6279
 DL6279'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL6279'IN COLUMBUS, IN CONCRETE STRUCTURE IN SOUTH CORNER OF LARGE ROUND
 DL6279'CONCRETE LIFT STATION, 0.2 MILE EAST ALONG TRUNK HIGHWAY 97 FROM THE
 DL6279'JUNCTION OF TRUNK HIGHWAY 97 AND INTERSTATE HIGHWAY 35 IN COLUMBUS TO
 DL6279'TRUNK HIGHWAY 97 MILEPOINT 0.2, THEN 0.3 MILE SOUTH ALONG HORNSBY
 DL6279'STREET, THEN 0.15 MILE WEST ALONG 152ND AVENUE, 2.9 FEET SOUTH OF
 DL6279'152ND AVENUE, 13.4 FEET EAST OF FENCE LINE, 19.8 FEET WEST OF FELLER
 DL6279'STREET, 12.2 FEET EAST OF WITNESS POST.  DISK SET IN A DRILL HOLE IN
 DL6279'EXISTING CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN3797 ***********************************************************************
 DN3797  DESIGNATION -  0283 D
 DN3797  PID         -  DN3797
 DN3797  STATE/COUNTY-  MN/ANOKA
 DN3797  COUNTRY     -  US
 DN3797  USGS QUAD   -  LINWOOD (1993)
 DN3797
 DN3797                         *CURRENT SURVEY CONTROL
 DN3797  ______________________________________________________________________
 DN3797* NAD 83(2007) POSITION- 45 15 01.24121(N) 093 01 32.30197(W)   ADJUSTED  
 DN3797* NAD 83(2007) ELLIP HT-   250.660 (meters)        (09/16/11)   ADJUSTED
 DN3797* NAD 83(2007) EPOCH   -  2002.00
 DN3797* NAVD 88 ORTHO HEIGHT -   278.18   (meters)     912.7   (feet) LEVELING  
 DN3797  ______________________________________________________________________
 DN3797  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DN3797  NAD 83(2007) X  -   -237,419.883 (meters)                     COMP
 DN3797  NAD 83(2007) Y  - -4,491,781.177 (meters)                     COMP
 DN3797  NAD 83(2007) Z  -  4,507,156.418 (meters)                     COMP
 DN3797  LAPLACE CORR    -          2.52  (seconds)                    DEFLEC09
 DN3797  HORZ ORDER      -  FIRST
 DN3797  VERT ORDER      -  THIRD
 DN3797  ELLP ORDER      -  FIRST     CLASS II
 DN3797
 DN3797.The horizontal coordinates were established by GPS observations
 DN3797.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN3797
 DN3797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN3797.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN3797
 DN3797.The horizontal coordinates are valid at the epoch date displayed above
 DN3797.which is a decimal equivalence of Year/Month/Day.
 DN3797
 DN3797.The orthometric height was determined by differential leveling.
 DN3797.The vertical network tie was performed by a horz. field party for horz.
 DN3797.obs reductions. Reset procedures were used to establish the elevation.
 DN3797
 DN3797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3797
 DN3797.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN3797
 DN3797.The ellipsoidal height was determined by GPS observations
 DN3797.and is referenced to NAD 83.
 DN3797
 DN3797. The following values were computed from the NAD 83(2007) position.
 DN3797
 DN3797;                    North         East     Units Scale Factor Converg.
 DN3797;SPC MN S     -   350,504.022   876,488.726   MT  1.00000753   +0 40 58.6
 DN3797;SPC MN S     - 1,149,945.28  2,875,613.43   sFT  1.00000753   +0 40 58.6
 DN3797;UTM  15      - 5,010,761.464   497,988.039   MT  0.99960005   -0 01 05.6
 DN3797
 DN3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3797!SPC MN S     -   0.99996070  x   1.00000753  =   0.99996823
 DN3797!UTM  15      -   0.99996070  x   0.99960005  =   0.99956077
 DN3797
 DN3797:                Primary Azimuth Mark                     Grid Az
 DN3797:SPC MN S     -  0283 C                                   183 34 30.8
 DN3797:UTM  15      -  0283 C                                   184 16 35.0
 DN3797
 DN3797|---------------------------------------------------------------------|
 DN3797| PID    Reference Object                     Distance      Geod. Az  |
 DN3797|                                                           dddmmss.s |
 DN3797| DL6279 0283 C                              481.086 METERS 1841529.4 |
 DN3797|---------------------------------------------------------------------|
 DN3797
 DN3797                          SUPERSEDED SURVEY CONTROL
 DN3797
 DN3797.No superseded survey control is available for this station.
 DN3797
 DN3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9798810761(NAD 83)
 DN3797
 DN3797_MARKER: I = METAL ROD
 DN3797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN3797_STAMPING: 0283 D 2010
 DN3797_MARK LOGO: MNDT  
 DN3797_PROJECTION: RECESSED 5 CENTIMETERS
 DN3797_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN3797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3797+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 DN3797_ROD/PIPE-DEPTH: 18.3 meters
 DN3797
 DN3797  HISTORY     - Date     Condition        Report By
 DN3797  HISTORY     - 20101122 MONUMENTED       MNDT
 DN3797  HISTORY     - 20110111 GOOD             MNDT
 DN3797
 DN3797                          STATION DESCRIPTION
 DN3797
 DN3797'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN3797'IN COLUMBUS, AT JUNCTION OF TRUNK HIGHWAY 97 AND INTERSTATE HIGHWAY 35
 DN3797'IN COLUMBUS, 36.4 FEET SOUTH OF TRUNK HIGHWAY 97, 228.9 FEET WEST OF
 DN3797'INTERSTATE 35 SOUTHBOUND, 95.7 FEET EAST OF SOUTHBOUND ENTRANCE RAMP
 DN3797'ONTO INTERSTATE HIGHWAY 35, 1.5 FEET NORTH OF WITNESS POST.
 DN3797
 DN3797                          STATION RECOVERY (2011)
 DN3797
 DN3797'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DN3797'RECOVERED AS DESCRIBED.
 DN3797' 
 DN3797'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN3797'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN3797'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN3797'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0706 ***********************************************************************
 QO0706  DESIGNATION -  0285 A
 QO0706  PID         -  QO0706
 QO0706  STATE/COUNTY-  MN/ANOKA
 QO0706  COUNTRY     -  US
 QO0706  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0706
 QO0706                         *CURRENT SURVEY CONTROL
 QO0706  ______________________________________________________________________
 QO0706* NAD 83(1986) POSITION- 45 03 57.24   (N) 093 14 12.09   (W)   HD_HELD1  
 QO0706* NAVD 88 ORTHO HEIGHT -   307.684  (meters)    1009.46  (feet) ADJUSTED  
 QO0706  ______________________________________________________________________
 QO0706  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 QO0706  DYNAMIC HEIGHT  -        307.679 (meters)     1009.44  (feet) COMP
 QO0706  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 QO0706
 QO0706  VERT ORDER      -  SECOND    CLASS 0
 QO0706
 QO0706.The horizontal coordinates were established by differentially corrected
 QO0706.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0706.
 QO0706.The orthometric height was determined by differential leveling and
 QO0706.adjusted in June 1991.
 QO0706
 QO0706.Photographs are available for this station.
 QO0706
 QO0706.The dynamic height is computed by dividing the NAVD 88
 QO0706.geopotential number by the normal gravity value computed on the
 QO0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0706.degrees latitude (g = 980.6199 gals.).
 QO0706
 QO0706.The modeled gravity was interpolated from observed gravity values.
 QO0706
 QO0706;                    North         East    Units  Estimated Accuracy
 QO0706;SPC MN S     -   329,830.8     860,112.8     MT  (+/- 3 meters HH1 GPS) 
 QO0706
 QO0706                          SUPERSEDED SURVEY CONTROL
 QO0706
 QO0706  NGVD 29 (??/??/92)  307.625  (m)         1009.27   (f) ADJ UNCH    2 0
 QO0706
 QO0706.Superseded values are not recommended for survey control.
 QO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0706.See file dsdata.txt to determine how the superseded data were derived.
 QO0706
 QO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8136690298(NAD 83)
 QO0706
 QO0706_MARKER: DB = BENCH MARK DISK
 QO0706_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0706_SP_SET: BRIDGE 9868
 QO0706_STAMPING: 0285 A 1966
 QO0706_MARK LOGO: MNHD  
 QO0706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0706+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2006
 QO0706
 QO0706  HISTORY     - Date     Condition        Report By
 QO0706  HISTORY     - 1966     MONUMENTED       MNHD
 QO0706  HISTORY     - 1989     GOOD             USPSQD
 QO0706  HISTORY     - 20060531 GOOD             MNDT
 QO0706
 QO0706                          STATION DESCRIPTION
 QO0706
 QO0706'DESCRIBED BY MN HIGHWAY DEPT 1966
 QO0706'IN FRIDLEY.
 QO0706'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE 9868, MATTERHORN
 QO0706'DRIVE OVER FAI 694 ABOUT 2.2 MILES EAST OF THE MISSISSIPPI RIVER.  SE
 QO0706'1/4 SECTION 25, T 30N, R 23W.
 QO0706
 QO0706                          STATION RECOVERY (1989)
 QO0706
 QO0706'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0706'RECOVERED IN GOOD CONDITION.
 QO0706
 QO0706                          STATION RECOVERY (2006)
 QO0706
 QO0706'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (GJF)
 QO0706'AT FRIDLEY, 2.2 MILES EAST OF MISSISSIPPI RIVER, IN SOUTHEAST CORNER
 QO0706'OF MATTERHORN DRIVE BRIDGE 9868 OVER INTERSTATE HIGHWAY 694, SOUTHEAST
 QO0706'1/4 SECTION 24, T 30N, R 23W
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0699 ***********************************************************************
 QO0699  DESIGNATION -  0285 G
 QO0699  PID         -  QO0699
 QO0699  STATE/COUNTY-  MN/ANOKA
 QO0699  COUNTRY     -  US
 QO0699  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0699
 QO0699                         *CURRENT SURVEY CONTROL
 QO0699  ______________________________________________________________________
 QO0699* NAD 83(1986) POSITION- 45 04 06.67   (N) 093 16 04.97   (W)   HD_HELD1  
 QO0699* NAVD 88 ORTHO HEIGHT -   262.792  (meters)     862.18  (feet) ADJUSTED  
 QO0699  ______________________________________________________________________
 QO0699  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 QO0699  DYNAMIC HEIGHT  -        262.789 (meters)      862.17  (feet) COMP
 QO0699  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 QO0699
 QO0699  VERT ORDER      -  SECOND    CLASS 0
 QO0699
 QO0699.The horizontal coordinates were established by differentially corrected
 QO0699.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0699.
 QO0699.The orthometric height was determined by differential leveling and
 QO0699.adjusted in June 1991.
 QO0699
 QO0699.Photographs are available for this station.
 QO0699
 QO0699.The dynamic height is computed by dividing the NAVD 88
 QO0699.geopotential number by the normal gravity value computed on the
 QO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0699.degrees latitude (g = 980.6199 gals.).
 QO0699
 QO0699.The modeled gravity was interpolated from observed gravity values.
 QO0699
 QO0699;                    North         East    Units  Estimated Accuracy
 QO0699;SPC MN S     -   330,099.3     857,640.9     MT  (+/- 3 meters HH1 GPS) 
 QO0699
 QO0699                          SUPERSEDED SURVEY CONTROL
 QO0699
 QO0699  NGVD 29 (??/??/92)  262.734  (m)          861.99   (f) ADJ UNCH    2 0
 QO0699
 QO0699.Superseded values are not recommended for survey control.
 QO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0699.See file dsdata.txt to determine how the superseded data were derived.
 QO0699
 QO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7889890597(NAD 83)
 QO0699
 QO0699_MARKER: DB = BENCH MARK DISK
 QO0699_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0699_SP_SET: BRIDGE ABUTMENT
 QO0699_STAMPING: 0285 G 1966
 QO0699_MARK LOGO: MNHD  
 QO0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0699
 QO0699  HISTORY     - Date     Condition        Report By
 QO0699  HISTORY     - 1966     MONUMENTED       MNHD
 QO0699  HISTORY     - 1979     GOOD             MNDT
 QO0699  HISTORY     - 1984     GOOD             USPSQD
 QO0699  HISTORY     - 1989     GOOD             USPSQD
 QO0699  HISTORY     - 19950713 GOOD             USPSQD
 QO0699
 QO0699                          STATION DESCRIPTION
 QO0699
 QO0699'DESCRIBED BY MN HIGHWAY DEPT 1966
 QO0699'IN FRIDLEY.
 QO0699'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9860, MAIN
 QO0699'STREET (NO. 102) OVER FAI 694, ABOUT 0.7 MILES EAST OF THE MISSISSIPPI
 QO0699'RIVER.  SE 1/4 SECTION 23, T 30N, R 24W.
 QO0699
 QO0699                          STATION RECOVERY (1979)
 QO0699
 QO0699'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0699'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS IN
 QO0699'THE TOWN OF FRIDLEY, IN THE SW 1/4 OF SECTION 23, T30N, R24W, AT THE
 QO0699'MAIN STEET BRIDGE (NUMBER 9860) OVER TRUNK HIGHWAY 694, 0.2 MILE WEST
 QO0699'ALONG TRUNK HIGHWAY 694 FROM ITS JUNCTION WITH TRUNK HIGHWAY 47
 QO0699'(UNIVERSITY AVENUE) IN FRIDLEY.  THE MARK, A STANDARD MNHD BENCH MARK
 QO0699'DISK STAMPED---0285 G 1966---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO0699'TOP OF THE SOUTHEAST CORNER ABUTMENT OF THE BRIDGE.
 QO0699
 QO0699                          STATION RECOVERY (1984)
 QO0699
 QO0699'RECOVERY NOTE BY US POWER SQUADRON 1984
 QO0699'RECOVERED IN GOOD CONDITION.
 QO0699
 QO0699                          STATION RECOVERY (1989)
 QO0699
 QO0699'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 QO0699'RECOVERED IN GOOD CONDITION.
 QO0699
 QO0699                          STATION RECOVERY (1995)
 QO0699
 QO0699'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6901 ***********************************************************************
 DK6901  DESIGNATION -  03 206
 DK6901  PID         -  DK6901
 DK6901  STATE/COUNTY-  MN/HOUSTON
 DK6901  COUNTRY     -  US
 DK6901  USGS QUAD   -  RENO (1980)
 DK6901
 DK6901                         *CURRENT SURVEY CONTROL
 DK6901  ______________________________________________________________________
 DK6901* NAD 83(2007) POSITION- 43 30 03.06603(N) 091 19 24.13687(W)   ADJUSTED  
 DK6901* NAD 83(2007) ELLIP HT-   250.257 (meters)        (09/09/09)   ADJUSTED
 DK6901* NAD 83(2007) EPOCH   -  2002.00
 DK6901* NAVD 88 ORTHO HEIGHT -   281.468  (meters)     923.45  (feet) ADJUSTED  
 DK6901  ______________________________________________________________________
 DK6901  NAD 83(2007) X  -   -107,023.051 (meters)                     COMP
 DK6901  NAD 83(2007) Y  - -4,632,772.704 (meters)                     COMP
 DK6901  NAD 83(2007) Z  -  4,368,202.670 (meters)                     COMP
 DK6901  LAPLACE CORR    -         -8.12  (seconds)                    DEFLEC09
 DK6901  GEOID HEIGHT    -        -31.20  (meters)                     GEOID09
 DK6901  DYNAMIC HEIGHT  -        281.411 (meters)      923.26  (feet) COMP
 DK6901  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 DK6901
 DK6901  HORZ ORDER      -  FIRST
 DK6901  VERT ORDER      -  SECOND    CLASS I
 DK6901  ELLP ORDER      -  FOURTH    CLASS I
 DK6901
 DK6901.The horizontal coordinates were established by GPS observations
 DK6901.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6901
 DK6901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6901.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6901
 DK6901.The horizontal coordinates are valid at the epoch date displayed above
 DK6901.which is a decimal equivalence of Year/Month/Day.
 DK6901
 DK6901.The orthometric height was determined by differential leveling and
 DK6901.adjusted in December 2008.
 DK6901
 DK6901.Photographs are available for this station.
 DK6901
 DK6901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6901
 DK6901.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6901
 DK6901.The ellipsoidal height was determined by GPS observations
 DK6901.and is referenced to NAD 83.
 DK6901
 DK6901.The dynamic height is computed by dividing the NAVD 88
 DK6901.geopotential number by the normal gravity value computed on the
 DK6901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6901.degrees latitude (g = 980.6199 gals.).
 DK6901
 DK6901.The modeled gravity was interpolated from observed gravity values.
 DK6901
 DK6901. The following values were computed from the NAD 83(2007) position.
 DK6901
 DK6901;                    North         East     Units Scale Factor Converg.
 DK6901;SPC MN S     -   159,196.498 1,016,450.943   MT  1.00007316   +1 52 34.0
 DK6901;SPC MN S     -   522,297.18  3,334,806.14   sFT  1.00007316   +1 52 34.0
 DK6901;UTM  15      - 4,817,801.338   635,545.056   MT  0.99982599   +1 09 15.5
 DK6901
 DK6901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6901!SPC MN S     -   0.99996076  x   1.00007316  =   1.00003391
 DK6901!UTM  15      -   0.99996076  x   0.99982599  =   0.99978675
 DK6901
 DK6901                          SUPERSEDED SURVEY CONTROL
 DK6901
 DK6901  NAVD 88 (09/09/09)  281.47   (m)          923.5    (f) LEVELING    3  
 DK6901
 DK6901.Superseded values are not recommended for survey control.
 DK6901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6901.See file dsdata.txt to determine how the superseded data were derived.
 DK6901
 DK6901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3554517801(NAD 83)
 DK6901
 DK6901_MARKER: DD = SURVEY DISK
 DK6901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6901+WITH SETTING: INFORMATION.
 DK6901_STAMPING: 03-206
 DK6901_MARK LOGO: IAHD  
 DK6901_PROJECTION: RECESSED 5 CENTIMETERS
 DK6901_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6901+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DK6901
 DK6901  HISTORY     - Date     Condition        Report By
 DK6901  HISTORY     - 2006     MONUMENTED       IAHD
 DK6901  HISTORY     - 20070109 GOOD             MNDT
 DK6901  HISTORY     - 20080226 GOOD             MNDT
 DK6901
 DK6901                          STATION DESCRIPTION
 DK6901
 DK6901'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6901'1.5 MI (2.4 KM) NORTHWEST OF NEW ALBIN, 1.60 MI (2.6 KM) NORTHWEST
 DK6901'ALONG COUNTY ROAD A 11 FROM THE JUNCTION OF COUNTY ROAD A 11 AND STATE
 DK6901'HIGHWAY 26 IN NEW ALBIN, 36.5 FT (11.1 M) NORTHEAST OF A 11, 4.0 FT
 DK6901'(1.2 M) SOUTHWEST OF A WITNESS POST.
 DK6901
 DK6901                          STATION RECOVERY (2008)
 DK6901
 DK6901'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PRB)
 DK6901'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6901'THE MARK IS 1.5 MILES NORTHWEST OF NEW ALBIN, 1.60 MILES NORTHWEST
 DK6901'ALONG COUNTY ROAD A 11 FROM THE JUNCTION OF COUNTY ROAD A 11 AND TRUNK
 DK6901'HIGHWAY 26 IN NEW ALBIN, 36.5 FEET NORTHEAST OF COUNTY ROAD A 11, 4.0
 DK6901'FEET SOUTHWEST OF WITNESS POST, ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7105 ***********************************************************************
 DG7105  DESIGNATION -  0301 B
 DG7105  PID         -  DG7105
 DG7105  STATE/COUNTY-  MN/BECKER
 DG7105  COUNTRY     -  US
 DG7105  USGS QUAD   -  DALE (1966)
 DG7105
 DG7105                         *CURRENT SURVEY CONTROL
 DG7105  ______________________________________________________________________
 DG7105* NAD 83(1986) POSITION- 46 52 36.5    (N) 096 07 57.0    (W)   HD_HELD2  
 DG7105* NAVD 88 ORTHO HEIGHT -   403.937  (meters)    1325.25  (feet) ADJUSTED  
 DG7105  ______________________________________________________________________
 DG7105  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DG7105  DYNAMIC HEIGHT  -        403.960 (meters)     1325.33  (feet) COMP
 DG7105  MODELED GRAVITY -    980,660.5   (mgal)                       NAVD 88
 DG7105
 DG7105  VERT ORDER      -  SECOND    CLASS I
 DG7105
 DG7105.The horizontal coordinates were established by autonomous hand held GPS
 DG7105.observations and have an estimated accuracy of +/- 10 meters.
 DG7105.
 DG7105.The orthometric height was determined by differential leveling and
 DG7105.adjusted in December 2004.
 DG7105
 DG7105.The dynamic height is computed by dividing the NAVD 88
 DG7105.geopotential number by the normal gravity value computed on the
 DG7105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7105.degrees latitude (g = 980.6199 gals.).
 DG7105
 DG7105.The modeled gravity was interpolated from observed gravity values.
 DG7105
 DG7105;                    North         East    Units  Estimated Accuracy
 DG7105;SPC MN C     -   310,310.      656,514.      MT  (+/- 10 meters HH2 GPS)
 DG7105
 DG7105                          SUPERSEDED SURVEY CONTROL
 DG7105
 DG7105.No superseded survey control is available for this station.
 DG7105
 DG7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1849895466(NAD 83)
 DG7105
 DG7105_MARKER: DB = BENCH MARK DISK
 DG7105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7105_STAMPING: 0301 B 1956
 DG7105_MARK LOGO: MNHD  
 DG7105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7105+STABILITY: SURFACE MOTION
 DG7105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7105+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 DG7105
 DG7105  HISTORY     - Date     Condition        Report By
 DG7105  HISTORY     - 1956     MONUMENTED       MNHD
 DG7105  HISTORY     - 20000620 GOOD             MNDT
 DG7105
 DG7105                          STATION DESCRIPTION
 DG7105
 DG7105'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7105'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.6 MI (2.6 KM)
 DG7105'WEST ALONG TH 10 FROM JCT OF TH 10 AND CO RD 9 IN LAKE PARK, 1.5 MI
 DG7105'(2.4 KM) WEST OF LAKE PARK, 2.0 MI (3.2 KM) EAST OF CO LINE, AT TH 10
 DG7105'MP 30.6, 75 FT (22.9 M) SOUTH OF EB TH 10, 130 FT (39.6 M) EAST OF CO
 DG7105'RD 1, 60 FT (18.3 M) NORTH OF POWERLINE, 45 FT (13.7 M) WEST OF P-POLE
 DG7105'NO 15-3-60, 110 FT (33.5 M) WEST OF METAL CULVERT, 2.5 FT (0.8 M) WEST
 DG7105'OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7102 ***********************************************************************
 DG7102  DESIGNATION -  0301 DD
 DG7102  PID         -  DG7102
 DG7102  STATE/COUNTY-  MN/BECKER
 DG7102  COUNTRY     -  US
 DG7102  USGS QUAD   -  LAKE PARK (1966)
 DG7102
 DG7102                         *CURRENT SURVEY CONTROL
 DG7102  ______________________________________________________________________
 DG7102* NAD 83(1986) POSITION- 46 52 38.7    (N) 096 03 14.6    (W)   HD_HELD2  
 DG7102* NAVD 88 ORTHO HEIGHT -   404.310  (meters)    1326.47  (feet) ADJUSTED  
 DG7102  ______________________________________________________________________
 DG7102  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DG7102  DYNAMIC HEIGHT  -        404.338 (meters)     1326.57  (feet) COMP
 DG7102  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DG7102
 DG7102  VERT ORDER      -  SECOND    CLASS I
 DG7102
 DG7102.The horizontal coordinates were established by autonomous hand held GPS
 DG7102.observations and have an estimated accuracy of +/- 10 meters.
 DG7102.
 DG7102.The orthometric height was determined by differential leveling and
 DG7102.adjusted in December 2004.
 DG7102
 DG7102.The dynamic height is computed by dividing the NAVD 88
 DG7102.geopotential number by the normal gravity value computed on the
 DG7102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7102.degrees latitude (g = 980.6199 gals.).
 DG7102
 DG7102.The modeled gravity was interpolated from observed gravity values.
 DG7102
 DG7102;                    North         East    Units  Estimated Accuracy
 DG7102;SPC MN C     -   310,239.      662,494.      MT  (+/- 10 meters HH2 GPS)
 DG7102
 DG7102                          SUPERSEDED SURVEY CONTROL
 DG7102
 DG7102.No superseded survey control is available for this station.
 DG7102
 DG7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2447295755(NAD 83)
 DG7102
 DG7102_MARKER: DB = BENCH MARK DISK
 DG7102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7102_STAMPING: 0301 DD 1958
 DG7102_MARK LOGO: MNHD  
 DG7102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7102+STABILITY: SURFACE MOTION
 DG7102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7102+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7102
 DG7102  HISTORY     - Date     Condition        Report By
 DG7102  HISTORY     - 1958     MONUMENTED       MNHD
 DG7102  HISTORY     - 20001220 GOOD             MNDT
 DG7102
 DG7102                          STATION DESCRIPTION
 DG7102
 DG7102'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7102'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.2 MI (3.5 KM)
 DG7102'EAST ALONG TH 10 FROM JCT OF TH 10 AND CO RD IN LAKE PARK, AT TH 10 MP
 DG7102'34.4, 111.5 FT (34.0 M) SOUTH OF EB TH 10 AT TH 10 STA 1822+50, 38.8
 DG7102'FT (11.8 M) SOUTH OF CABLE MARKER, 2.8 FT (0.9 M) EAST OF R/W POST,
 DG7102'0.8 FT (24.4 CM) WEST OF WIT POST, ON TOP OF BANK ABOVE BOYER LAKE,
 DG7102'PROJECTS 3 INCHES, MAGNETIC, NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7094 ***********************************************************************
 DG7094  DESIGNATION -  0301 G
 DG7094  PID         -  DG7094
 DG7094  STATE/COUNTY-  MN/BECKER
 DG7094  COUNTRY     -  US
 DG7094  USGS QUAD   -  DETROIT LAKES (1982)
 DG7094
 DG7094                         *CURRENT SURVEY CONTROL
 DG7094  ______________________________________________________________________
 DG7094* NAD 83(1986) POSITION- 46 49 18.0    (N) 095 51 13.2    (W)   HD_HELD2  
 DG7094* NAVD 88 ORTHO HEIGHT -   423.594  (meters)    1389.74  (feet) ADJUSTED  
 DG7094  ______________________________________________________________________
 DG7094  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7094  DYNAMIC HEIGHT  -        423.623 (meters)     1389.84  (feet) COMP
 DG7094  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 DG7094
 DG7094  VERT ORDER      -  SECOND    CLASS I
 DG7094
 DG7094.The horizontal coordinates were established by autonomous hand held GPS
 DG7094.observations and have an estimated accuracy of +/- 10 meters.
 DG7094.
 DG7094.The orthometric height was determined by differential leveling and
 DG7094.adjusted in December 2004.
 DG7094
 DG7094.No vertical observational check was made to the station.
 DG7094
 DG7094.Photographs are available for this station.
 DG7094
 DG7094.The dynamic height is computed by dividing the NAVD 88
 DG7094.geopotential number by the normal gravity value computed on the
 DG7094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7094.degrees latitude (g = 980.6199 gals.).
 DG7094
 DG7094.The modeled gravity was interpolated from observed gravity values.
 DG7094
 DG7094;                    North         East    Units  Estimated Accuracy
 DG7094;SPC MN C     -   303,714.      677,640.      MT  (+/- 10 meters HH2 GPS)
 DG7094
 DG7094                          SUPERSEDED SURVEY CONTROL
 DG7094
 DG7094.No superseded survey control is available for this station.
 DG7094
 DG7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8233389301(NAD 83)
 DG7094
 DG7094_MARKER: DB = BENCH MARK DISK
 DG7094_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7094_SP_SET: BRIDGE ABUTMENT
 DG7094_STAMPING: 0301 G 1964
 DG7094_MARK LOGO: MNDT  
 DG7094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7094+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DG7094
 DG7094  HISTORY     - Date     Condition        Report By
 DG7094  HISTORY     - 1964     MONUMENTED       MNHD
 DG7094  HISTORY     - 20001220 GOOD             MNDT
 DG7094  HISTORY     - 20031125 GOOD             MNDT
 DG7094  HISTORY     - 20041025 GOOD             MNDT
 DG7094
 DG7094                          STATION DESCRIPTION
 DG7094
 DG7094'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7094'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN DETROIT
 DG7094'LAKES, 800 FT (243.8 M) EAST OF TH 10 AND TH 34, AT TH 10 MP 44.55, IN
 DG7094'ABUT AT SE COR OF BRDG NO 03003 OVET RR), 22 FT (6.7 M) SOUTH OF EB TH
 DG7094'10.
 DG7094
 DG7094                          STATION RECOVERY (2003)
 DG7094
 DG7094'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG7094'RECOVERED AS DESCRIBED.  NOTE--NOT LEVELED TO.
 DG7094
 DG7094                          STATION RECOVERY (2004)
 DG7094
 DG7094'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7094'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF ROCHERT,
 DG7094'6.7 MI (10.8 KM) EAST-SOUTHEAST OF AUDUBON AND IN THE TOWN OF DETROIT
 DG7094'LAKES, MINNESOTA.
 DG7094' 
 DG7094'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG7094'HIGHWAY 19 IN DETROIT LAKES, GO 0.15 MI (0.2 KM) SOUTHEAST ON TRUNK
 DG7094'HIGHWAY 10 TO MILE POINT 44.5 AND THE MARK ON THE RIGHT.
 DG7094' 
 DG7094'THE MARK IS FOUND 22 FT (6.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 10,
 DG7094'IN THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT FOR BRIDGE NUMBER 03003
 DG7094'SPANNING A SET OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7096 ***********************************************************************
 DG7096  DESIGNATION -  0301 H
 DG7096  PID         -  DG7096
 DG7096  STATE/COUNTY-  MN/BECKER
 DG7096  COUNTRY     -  US
 DG7096  USGS QUAD   -  DETROIT LAKES (1982)
 DG7096
 DG7096                         *CURRENT SURVEY CONTROL
 DG7096  ______________________________________________________________________
 DG7096* NAD 83(1986) POSITION- 46 49 39.6    (N) 095 52 09.5    (W)   HD_HELD2  
 DG7096* NAVD 88 ORTHO HEIGHT -   414.363  (meters)    1359.46  (feet) ADJUSTED  
 DG7096  ______________________________________________________________________
 DG7096  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DG7096  DYNAMIC HEIGHT  -        414.391 (meters)     1359.55  (feet) COMP
 DG7096  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 DG7096
 DG7096  VERT ORDER      -  SECOND    CLASS I
 DG7096
 DG7096.The horizontal coordinates were established by autonomous hand held GPS
 DG7096.observations and have an estimated accuracy of +/- 10 meters.
 DG7096.
 DG7096.The orthometric height was determined by differential leveling and
 DG7096.adjusted in December 2004.
 DG7096
 DG7096.The dynamic height is computed by dividing the NAVD 88
 DG7096.geopotential number by the normal gravity value computed on the
 DG7096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7096.degrees latitude (g = 980.6199 gals.).
 DG7096
 DG7096.The modeled gravity was interpolated from observed gravity values.
 DG7096
 DG7096;                    North         East    Units  Estimated Accuracy
 DG7096;SPC MN C     -   304,406.      676,460.      MT  (+/- 10 meters HH2 GPS)
 DG7096
 DG7096                          SUPERSEDED SURVEY CONTROL
 DG7096
 DG7096.No superseded survey control is available for this station.
 DG7096
 DG7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8116490011(NAD 83)
 DG7096
 DG7096_MARKER: DD = SURVEY DISK
 DG7096_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7096_STAMPING: 0301 H 2000
 DG7096_MARK LOGO: MNDT  
 DG7096_PROJECTION: RECESSED 3 CENTIMETERS
 DG7096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7096+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7096_ROD/PIPE-DEPTH:  7.6 meters
 DG7096
 DG7096  HISTORY     - Date     Condition        Report By
 DG7096  HISTORY     - 2000     MONUMENTED       MNDT
 DG7096
 DG7096                          STATION DESCRIPTION
 DG7096
 DG7096'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7096'1 MI (1.6 KM) WEST OF DETROIT LAKES, 0.8 MI (1.3 KM) WEST ALONG TH 10
 DG7096'FROM JCT OF TH 10 AND TH 59 IN DETROIT LAKES, AT TH 10 MP 43.60, 89 FT
 DG7096'(27.1 M) NNE OF WB TH 10, 45 FT (13.7 M) ESE OF ANDERSON RD, 43.7 FT
 DG7096'(13.3 M) SSW OF SOUTH RAIL OF RR TRACKS, 39.6 FT (12.1 M) NNE OF R/W
 DG7096'POST, 84.4 FT (25.7 M) WEST OF P-POLE, 2.6 FT (0.8 M) WNW OF WIT POST,
 DG7096'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7097 ***********************************************************************
 DG7097  DESIGNATION -  0301 J
 DG7097  PID         -  DG7097
 DG7097  STATE/COUNTY-  MN/BECKER
 DG7097  COUNTRY     -  US
 DG7097  USGS QUAD   -  AUDUBON (1982)
 DG7097
 DG7097                         *CURRENT SURVEY CONTROL
 DG7097  ______________________________________________________________________
 DG7097* NAD 83(1986) POSITION- 46 50 02.6    (N) 095 54 26.5    (W)   HD_HELD2  
 DG7097* NAVD 88 ORTHO HEIGHT -   416.360  (meters)    1366.01  (feet) ADJUSTED  
 DG7097  ______________________________________________________________________
 DG7097  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7097  DYNAMIC HEIGHT  -        416.390 (meters)     1366.11  (feet) COMP
 DG7097  MODELED GRAVITY -    980,671.3   (mgal)                       NAVD 88
 DG7097
 DG7097  VERT ORDER      -  SECOND    CLASS I
 DG7097
 DG7097.The horizontal coordinates were established by autonomous hand held GPS
 DG7097.observations and have an estimated accuracy of +/- 10 meters.
 DG7097.
 DG7097.The orthometric height was determined by differential leveling and
 DG7097.adjusted in December 2004.
 DG7097
 DG7097.The dynamic height is computed by dividing the NAVD 88
 DG7097.geopotential number by the normal gravity value computed on the
 DG7097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7097.degrees latitude (g = 980.6199 gals.).
 DG7097
 DG7097.The modeled gravity was interpolated from observed gravity values.
 DG7097
 DG7097;                    North         East    Units  Estimated Accuracy
 DG7097;SPC MN C     -   305,176.      673,572.      MT  (+/- 10 meters HH2 GPS)
 DG7097
 DG7097                          SUPERSEDED SURVEY CONTROL
 DG7097
 DG7097.No superseded survey control is available for this station.
 DG7097
 DG7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7828890828(NAD 83)
 DG7097
 DG7097_MARKER: DD = SURVEY DISK
 DG7097_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7097_STAMPING: 0301 J 2000
 DG7097_MARK LOGO: MNDT  
 DG7097_PROJECTION: RECESSED 3 CENTIMETERS
 DG7097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7097+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7097_ROD/PIPE-DEPTH:  9.1 meters
 DG7097
 DG7097  HISTORY     - Date     Condition        Report By
 DG7097  HISTORY     - 2000     MONUMENTED       MNDT
 DG7097
 DG7097                          STATION DESCRIPTION
 DG7097
 DG7097'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7097'2.6 MI (4.2 KM) WNW OF DETROIT LAKES, 2.6 MI (4.2 KM) WNW ALONG TH 10
 DG7097'FROM JCT OF TH 10 AND TH 59 IN DETROIT LAKES, AT TH 10 MP 41.80, 74 FT
 DG7097'(22.6 M) NE OF WB TH 10, 77 FT (23.5 M) NE OF WEST LONG LAKE RD SIGN,
 DG7097'2 FT (0.6 M) SW OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DG7097'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7098 ***********************************************************************
 DG7098  DESIGNATION -  0301 K
 DG7098  PID         -  DG7098
 DG7098  STATE/COUNTY-  MN/BECKER
 DG7098  COUNTRY     -  US
 DG7098  USGS QUAD   -  AUDUBON (1982)
 DG7098
 DG7098                         *CURRENT SURVEY CONTROL
 DG7098  ______________________________________________________________________
 DG7098* NAD 83(1986) POSITION- 46 51 15.2    (N) 095 57 37.7    (W)   HD_HELD2  
 DG7098* NAVD 88 ORTHO HEIGHT -   401.375  (meters)    1316.84  (feet) ADJUSTED  
 DG7098  ______________________________________________________________________
 DG7098  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7098  DYNAMIC HEIGHT  -        401.409 (meters)     1316.96  (feet) COMP
 DG7098  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DG7098
 DG7098  VERT ORDER      -  SECOND    CLASS I
 DG7098
 DG7098.The horizontal coordinates were established by autonomous hand held GPS
 DG7098.observations and have an estimated accuracy of +/- 10 meters.
 DG7098.
 DG7098.The orthometric height was determined by differential leveling and
 DG7098.adjusted in December 2004.
 DG7098
 DG7098.The dynamic height is computed by dividing the NAVD 88
 DG7098.geopotential number by the normal gravity value computed on the
 DG7098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7098.degrees latitude (g = 980.6199 gals.).
 DG7098
 DG7098.The modeled gravity was interpolated from observed gravity values.
 DG7098
 DG7098;                    North         East    Units  Estimated Accuracy
 DG7098;SPC MN C     -   307,503.      669,570.      MT  (+/- 10 meters HH2 GPS)
 DG7098
 DG7098                          SUPERSEDED SURVEY CONTROL
 DG7098
 DG7098.No superseded survey control is available for this station.
 DG7098
 DG7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7432393220(NAD 83)
 DG7098
 DG7098_MARKER: DD = SURVEY DISK
 DG7098_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7098_STAMPING: 0301 K 2000
 DG7098_MARK LOGO: MNDT  
 DG7098_PROJECTION: RECESSED 3 CENTIMETERS
 DG7098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7098+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7098_ROD/PIPE-DEPTH:  9.1 meters
 DG7098
 DG7098  HISTORY     - Date     Condition        Report By
 DG7098  HISTORY     - 2000     MONUMENTED       MNDT
 DG7098
 DG7098                          STATION DESCRIPTION
 DG7098
 DG7098'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7098'0.9 MI (1.4 KM) ESE OF AUDUBON, 0.9 MI (1.4 KM) ESE ALONG TH 10 FROM
 DG7098'JCT OF TH 10 AND CO RD 11 IN AUDUBON, AT TH 10 MP 38.9, 58.5 FT (17.8
 DG7098'M) NE OF WB TH 10, 75.4 FT (23.0 M) EAST OF BECKER COUNTY JCT 15 SIGN
 DG7098'POST, 83.5 FT (25.5 M) WEST OF P-POLE, 2.2 FT (0.7 M) SW OF WIT POST,
 DG7098'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7099 ***********************************************************************
 DG7099  DESIGNATION -  0301 L
 DG7099  PID         -  DG7099
 DG7099  STATE/COUNTY-  MN/BECKER
 DG7099  COUNTRY     -  US
 DG7099  USGS QUAD   -  AUDUBON (1982)
 DG7099
 DG7099                         *CURRENT SURVEY CONTROL
 DG7099  ______________________________________________________________________
 DG7099* NAD 83(1986) POSITION- 46 51 28.1    (N) 095 58 39.8    (W)   HD_HELD2  
 DG7099* NAVD 88 ORTHO HEIGHT -   398.528  (meters)    1307.50  (feet) ADJUSTED  
 DG7099  ______________________________________________________________________
 DG7099  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7099  DYNAMIC HEIGHT  -        398.561 (meters)     1307.61  (feet) COMP
 DG7099  MODELED GRAVITY -    980,684.1   (mgal)                       NAVD 88
 DG7099
 DG7099  VERT ORDER      -  SECOND    CLASS I
 DG7099
 DG7099.The horizontal coordinates were established by autonomous hand held GPS
 DG7099.observations and have an estimated accuracy of +/- 10 meters.
 DG7099.
 DG7099.The orthometric height was determined by differential leveling and
 DG7099.adjusted in December 2004.
 DG7099
 DG7099.The dynamic height is computed by dividing the NAVD 88
 DG7099.geopotential number by the normal gravity value computed on the
 DG7099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7099.degrees latitude (g = 980.6199 gals.).
 DG7099
 DG7099.The modeled gravity was interpolated from observed gravity values.
 DG7099
 DG7099;                    North         East    Units  Estimated Accuracy
 DG7099;SPC MN C     -   307,930.      668,263.      MT  (+/- 10 meters HH2 GPS)
 DG7099
 DG7099                          SUPERSEDED SURVEY CONTROL
 DG7099
 DG7099.No superseded survey control is available for this station.
 DG7099
 DG7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7302393668(NAD 83)
 DG7099
 DG7099_MARKER: DD = SURVEY DISK
 DG7099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7099_STAMPING: 0301 L 2000
 DG7099_MARK LOGO: MNDT  
 DG7099_PROJECTION: RECESSED 3 CENTIMETERS
 DG7099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7099+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7099_ROD/PIPE-DEPTH:  9.1 meters
 DG7099
 DG7099  HISTORY     - Date     Condition        Report By
 DG7099  HISTORY     - 2000     MONUMENTED       MNDT
 DG7099
 DG7099                          STATION DESCRIPTION
 DG7099
 DG7099'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7099'IN AUDUBON, AT TH 10 MILEPOST 38, 26 FT (7.9 M) NE OF WB TH 10, 50 FT
 DG7099'(15.2 M) SW OF EB TH 10, 153 FT (46.6 M) EAST OF TH 38 MILEPOST 38,
 DG7099'275 FT (83.8 M) SE OF CO RD 11, 16.4 FT (5.0 M) SW OF WIT POST (SIGN
 DG7099'ON LEFT TURN LANE SIGN POST,) RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DG7099'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7100 ***********************************************************************
 DG7100  DESIGNATION -  0301 M
 DG7100  PID         -  DG7100
 DG7100  STATE/COUNTY-  MN/BECKER
 DG7100  COUNTRY     -  US
 DG7100  USGS QUAD   -  AUDUBON (1982)
 DG7100
 DG7100                         *CURRENT SURVEY CONTROL
 DG7100  ______________________________________________________________________
 DG7100* NAD 83(1986) POSITION- 46 51 51.7    (N) 095 59 53.5    (W)   HD_HELD2  
 DG7100* NAVD 88 ORTHO HEIGHT -   394.299  (meters)    1293.63  (feet) ADJUSTED  
 DG7100  ______________________________________________________________________
 DG7100  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG7100  DYNAMIC HEIGHT  -        394.329 (meters)     1293.73  (feet) COMP
 DG7100  MODELED GRAVITY -    980,679.7   (mgal)                       NAVD 88
 DG7100
 DG7100  VERT ORDER      -  SECOND    CLASS I
 DG7100
 DG7100.The horizontal coordinates were established by autonomous hand held GPS
 DG7100.observations and have an estimated accuracy of +/- 10 meters.
 DG7100.
 DG7100.The orthometric height was determined by differential leveling and
 DG7100.adjusted in December 2004.
 DG7100
 DG7100.The dynamic height is computed by dividing the NAVD 88
 DG7100.geopotential number by the normal gravity value computed on the
 DG7100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7100.degrees latitude (g = 980.6199 gals.).
 DG7100
 DG7100.The modeled gravity was interpolated from observed gravity values.
 DG7100
 DG7100;                    North         East    Units  Estimated Accuracy
 DG7100;SPC MN C     -   308,693.      666,719.      MT  (+/- 10 meters HH2 GPS)
 DG7100
 DG7100                          SUPERSEDED SURVEY CONTROL
 DG7100
 DG7100.No superseded survey control is available for this station.
 DG7100
 DG7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7149194456(NAD 83)
 DG7100
 DG7100_MARKER: DD = SURVEY DISK
 DG7100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7100_STAMPING: 0301 M 2000
 DG7100_MARK LOGO: MNDT  
 DG7100_PROJECTION: RECESSED 3 CENTIMETERS
 DG7100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7100+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7100_ROD/PIPE-DEPTH:  9.1 meters
 DG7100
 DG7100  HISTORY     - Date     Condition        Report By
 DG7100  HISTORY     - 2000     MONUMENTED       MNDT
 DG7100
 DG7100                          STATION DESCRIPTION
 DG7100
 DG7100'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7100'1 MI (1.6 KM) WNW OF AUDUBON, 1 MI (1.6 KM) WNW ALONG TH 10 FROM JCT
 DG7100'OF TH 10 AND CO RD 11 IN AUDUBON, AT TH 10 MP 37, 75 FT (22.9 M) NE OF
 DG7100'WB TH 10, 112.4 FT (34.3 M) WNW OF TH 10 MILEPOST 37, 1.8 FT (0.5 M)
 DG7100'SW OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7101 ***********************************************************************
 DG7101  DESIGNATION -  0301 N
 DG7101  PID         -  DG7101
 DG7101  STATE/COUNTY-  MN/BECKER
 DG7101  COUNTRY     -  US
 DG7101  USGS QUAD   -  BIG CORMORANT LAKE (1966)
 DG7101
 DG7101                         *CURRENT SURVEY CONTROL
 DG7101  ______________________________________________________________________
 DG7101* NAD 83(1986) POSITION- 46 52 29.0    (N) 096 02 08.5    (W)   HD_HELD2  
 DG7101* NAVD 88 ORTHO HEIGHT -   406.307  (meters)    1333.03  (feet) ADJUSTED  
 DG7101  ______________________________________________________________________
 DG7101  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DG7101  DYNAMIC HEIGHT  -        406.336 (meters)     1333.12  (feet) COMP
 DG7101  MODELED GRAVITY -    980,673.0   (mgal)                       NAVD 88
 DG7101
 DG7101  VERT ORDER      -  SECOND    CLASS I
 DG7101
 DG7101.The horizontal coordinates were established by autonomous hand held GPS
 DG7101.observations and have an estimated accuracy of +/- 10 meters.
 DG7101.
 DG7101.The orthometric height was determined by differential leveling and
 DG7101.adjusted in December 2004.
 DG7101
 DG7101.The dynamic height is computed by dividing the NAVD 88
 DG7101.geopotential number by the normal gravity value computed on the
 DG7101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7101.degrees latitude (g = 980.6199 gals.).
 DG7101
 DG7101.The modeled gravity was interpolated from observed gravity values.
 DG7101
 DG7101;                    North         East    Units  Estimated Accuracy
 DG7101;SPC MN C     -   309,908.      663,886.      MT  (+/- 10 meters HH2 GPS)
 DG7101
 DG7101                          SUPERSEDED SURVEY CONTROL
 DG7101
 DG7101.No superseded survey control is available for this station.
 DG7101
 DG7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2588295509(NAD 83)
 DG7101
 DG7101_MARKER: DD = SURVEY DISK
 DG7101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7101_STAMPING: 0301 N 2000
 DG7101_MARK LOGO: MNDT  
 DG7101_PROJECTION: RECESSED 3 CENTIMETERS
 DG7101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7101+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7101_ROD/PIPE-DEPTH:  9.1 meters
 DG7101
 DG7101  HISTORY     - Date     Condition        Report By
 DG7101  HISTORY     - 2000     MONUMENTED       MNDT
 DG7101
 DG7101                          STATION DESCRIPTION
 DG7101
 DG7101'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7101'3 MI (4.8 KM) NW OF AUDUBON, 2.95 MI (4.75 KM) NW ALONG TH 10 FROM JCT
 DG7101'OF TH 10 AND CO RD 11 IN AUDBUON, AT TH 10 MP 35.05, 65 FT (19.8 M) NE
 DG7101'OF TH 10, 2.0 FT (0.6 M) SW OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DG7101'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7103 ***********************************************************************
 DG7103  DESIGNATION -  0301 P
 DG7103  PID         -  DG7103
 DG7103  STATE/COUNTY-  MN/BECKER
 DG7103  COUNTRY     -  US
 DG7103  USGS QUAD   -  LAKE PARK (1966)
 DG7103
 DG7103                         *CURRENT SURVEY CONTROL
 DG7103  ______________________________________________________________________
 DG7103* NAD 83(1986) POSITION- 46 52 38.0    (N) 096 05 42.3    (W)   HD_HELD2  
 DG7103* NAVD 88 ORTHO HEIGHT -   408.748  (meters)    1341.03  (feet) ADJUSTED  
 DG7103  ______________________________________________________________________
 DG7103  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DG7103  DYNAMIC HEIGHT  -        408.773 (meters)     1341.12  (feet) COMP
 DG7103  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DG7103
 DG7103  VERT ORDER      -  SECOND    CLASS I
 DG7103
 DG7103.The horizontal coordinates were established by autonomous hand held GPS
 DG7103.observations and have an estimated accuracy of +/- 10 meters.
 DG7103.
 DG7103.The orthometric height was determined by differential leveling and
 DG7103.adjusted in December 2004.
 DG7103
 DG7103.The dynamic height is computed by dividing the NAVD 88
 DG7103.geopotential number by the normal gravity value computed on the
 DG7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7103.degrees latitude (g = 980.6199 gals.).
 DG7103
 DG7103.The modeled gravity was interpolated from observed gravity values.
 DG7103
 DG7103;                    North         East    Units  Estimated Accuracy
 DG7103;SPC MN C     -   310,290.      659,367.      MT  (+/- 10 meters HH2 GPS)
 DG7103
 DG7103                          SUPERSEDED SURVEY CONTROL
 DG7103
 DG7103.No superseded survey control is available for this station.
 DG7103
 DG7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2134795617(NAD 83)
 DG7103
 DG7103_MARKER: DD = SURVEY DISK
 DG7103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7103_STAMPING: 0301 P 2000
 DG7103_MARK LOGO: MNDT  
 DG7103_PROJECTION: RECESSED 3 CENTIMETERS
 DG7103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7103+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7103_ROD/PIPE-DEPTH:  9.1 meters
 DG7103
 DG7103  HISTORY     - Date     Condition        Report By
 DG7103  HISTORY     - 2000     MONUMENTED       MNDT
 DG7103
 DG7103                          STATION DESCRIPTION
 DG7103
 DG7103'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7103'IN LAKE PARK, AT TH 10 MP 32.2, 29.5 FT (9.0 M) NORTH OF EB TH 10,
 DG7103'44.5 FT (13.6 M) SOUTH OF WB TH 10, 103 FT (31.4 M) EAST OF CO RD 7,
 DG7103'31 FT (9.4 M) ESE OF WIT POST (SIGN ON DO NOT ENTER SIGN POST,)
 DG7103'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7104 ***********************************************************************
 DG7104  DESIGNATION -  0301 Q
 DG7104  PID         -  DG7104
 DG7104  STATE/COUNTY-  MN/BECKER
 DG7104  COUNTRY     -  US
 DG7104  USGS QUAD   -  LAKE PARK (1966)
 DG7104
 DG7104                         *CURRENT SURVEY CONTROL
 DG7104  ______________________________________________________________________
 DG7104* NAD 83(1986) POSITION- 46 52 37.6    (N) 096 06 41.6    (W)   HD_HELD2  
 DG7104* NAVD 88 ORTHO HEIGHT -   401.370  (meters)    1316.83  (feet) ADJUSTED  
 DG7104  ______________________________________________________________________
 DG7104  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DG7104  DYNAMIC HEIGHT  -        401.394 (meters)     1316.91  (feet) COMP
 DG7104  MODELED GRAVITY -    980,661.5   (mgal)                       NAVD 88
 DG7104
 DG7104  VERT ORDER      -  SECOND    CLASS I
 DG7104
 DG7104.The horizontal coordinates were established by autonomous hand held GPS
 DG7104.observations and have an estimated accuracy of +/- 10 meters.
 DG7104.
 DG7104.The orthometric height was determined by differential leveling and
 DG7104.adjusted in December 2004.
 DG7104
 DG7104.The dynamic height is computed by dividing the NAVD 88
 DG7104.geopotential number by the normal gravity value computed on the
 DG7104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7104.degrees latitude (g = 980.6199 gals.).
 DG7104
 DG7104.The modeled gravity was interpolated from observed gravity values.
 DG7104
 DG7104;                    North         East    Units  Estimated Accuracy
 DG7104;SPC MN C     -   310,307.      658,111.      MT  (+/- 10 meters HH2 GPS)
 DG7104
 DG7104                          SUPERSEDED SURVEY CONTROL
 DG7104
 DG7104.No superseded survey control is available for this station.
 DG7104
 DG7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS2009295558(NAD 83)
 DG7104
 DG7104_MARKER: DD = SURVEY DISK
 DG7104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7104_STAMPING: 0301 Q 2000
 DG7104_MARK LOGO: MNDT  
 DG7104_PROJECTION: RECESSED 15 CENTIMETERS
 DG7104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7104+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7104_ROD/PIPE-DEPTH:  9.1 meters
 DG7104
 DG7104  HISTORY     - Date     Condition        Report By
 DG7104  HISTORY     - 2000     MONUMENTED       MNDT
 DG7104
 DG7104                          STATION DESCRIPTION
 DG7104
 DG7104'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7104'0.8 MI (1.3 KM) WEST OF LAKE PARK, 0.85 MI (1.37 KM) WEST ALONG TH 10
 DG7104'FROM JCT OF TH 10 AND CO RD 7 IN LAKE PARK, AT TH 10 MP 31.40, 25 FT
 DG7104'(7.6 M) NORTH OF EB TH 10, 51 FT (15.5 M) SOUTH OF WB TH 10, 41 FT
 DG7104'(12.5 M) EAST OF 140TH AVE, 23.2 FT (7.1 M) SE OF WIT POST (SIGN ON
 DG7104'YIELD SIGN POST,) RECESSED 6 INCHES, MAGNETIC, AND SUTIABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7106 ***********************************************************************
 DG7106  DESIGNATION -  0301 R
 DG7106  PID         -  DG7106
 DG7106  STATE/COUNTY-  MN/BECKER
 DG7106  COUNTRY     -  US
 DG7106  USGS QUAD   -  DALE (1966)
 DG7106
 DG7106                         *CURRENT SURVEY CONTROL
 DG7106  ______________________________________________________________________
 DG7106* NAD 83(1986) POSITION- 46 52 39.99   (N) 096 09 16.59   (W)   HD_HELD1  
 DG7106* NAVD 88 ORTHO HEIGHT -   404.243  (meters)    1326.25  (feet) ADJUSTED  
 DG7106  ______________________________________________________________________
 DG7106  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DG7106  DYNAMIC HEIGHT  -        404.267 (meters)     1326.33  (feet) COMP
 DG7106  MODELED GRAVITY -    980,659.4   (mgal)                       NAVD 88
 DG7106
 DG7106  VERT ORDER      -  SECOND    CLASS I
 DG7106
 DG7106.The horizontal coordinates were established by differentially corrected
 DG7106.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7106.
 DG7106.The orthometric height was determined by differential leveling and
 DG7106.adjusted in December 2004.
 DG7106
 DG7106.The dynamic height is computed by dividing the NAVD 88
 DG7106.geopotential number by the normal gravity value computed on the
 DG7106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7106.degrees latitude (g = 980.6199 gals.).
 DG7106
 DG7106.The modeled gravity was interpolated from observed gravity values.
 DG7106
 DG7106;                    North         East    Units  Estimated Accuracy
 DG7106;SPC MN C     -   310,458.3     654,831.9     MT  (+/- 3 meters HH1 GPS) 
 DG7106
 DG7106                          SUPERSEDED SURVEY CONTROL
 DG7106
 DG7106.No superseded survey control is available for this station.
 DG7106
 DG7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1680995512(NAD 83)
 DG7106
 DG7106_MARKER: DD = SURVEY DISK
 DG7106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7106_STAMPING: 0301 R 2000
 DG7106_MARK LOGO: MNDT  
 DG7106_PROJECTION: FLUSH
 DG7106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7106+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7106_ROD/PIPE-DEPTH:  9.1 meters
 DG7106
 DG7106  HISTORY     - Date     Condition        Report By
 DG7106  HISTORY     - 2000     MONUMENTED       MNDT
 DG7106
 DG7106                          STATION DESCRIPTION
 DG7106
 DG7106'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7106'2.5 MI (4.0 KM) WEST OF LAKE PARK, 2.6 MI (4.2 KM) WEST ALONG TH 10
 DG7106'FROM JCT OF TH 10 AND CO RD 7 IN LAKE PARK, AT TH 10 MP 29.6, 66 FT
 DG7106'(20.1 M) NORTH OF WB TH 10, 90 FT (27.4 M) WEST OF 120TH AVE, 11.7 FT
 DG7106'(3.6 M) WSW OF CABLE MARKER, 1.4 FT (0.4 M) SOUTH OF WIT POST, FLUSH,
 DG7106'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7093 ***********************************************************************
 DG7093  DESIGNATION -  0301 S
 DG7093  PID         -  DG7093
 DG7093  STATE/COUNTY-  MN/BECKER
 DG7093  COUNTRY     -  US
 DG7093  USGS QUAD   -  DETROIT LAKES (1982)
 DG7093
 DG7093                         *CURRENT SURVEY CONTROL
 DG7093  ______________________________________________________________________
 DG7093* NAD 83(1986) POSITION- 46 49 18.8    (N) 095 51 13.0    (W)   HD_HELD2  
 DG7093* NAVD 88 ORTHO HEIGHT -   424.561  (meters)    1392.91  (feet) ADJUSTED  
 DG7093  ______________________________________________________________________
 DG7093  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7093  DYNAMIC HEIGHT  -        424.590 (meters)     1393.01  (feet) COMP
 DG7093  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 DG7093
 DG7093  VERT ORDER      -  SECOND    CLASS I
 DG7093
 DG7093.The horizontal coordinates were established by autonomous hand held GPS
 DG7093.observations and have an estimated accuracy of +/- 10 meters.
 DG7093.
 DG7093.The orthometric height was determined by differential leveling and
 DG7093.adjusted in December 2004.
 DG7093
 DG7093.No vertical observational check was made to the station.
 DG7093
 DG7093.Photographs are available for this station.
 DG7093
 DG7093.The dynamic height is computed by dividing the NAVD 88
 DG7093.geopotential number by the normal gravity value computed on the
 DG7093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7093.degrees latitude (g = 980.6199 gals.).
 DG7093
 DG7093.The modeled gravity was interpolated from observed gravity values.
 DG7093
 DG7093;                    North         East    Units  Estimated Accuracy
 DG7093;SPC MN C     -   303,739.      677,645.      MT  (+/- 10 meters HH2 GPS)
 DG7093
 DG7093                          SUPERSEDED SURVEY CONTROL
 DG7093
 DG7093.No superseded survey control is available for this station.
 DG7093
 DG7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8233889325(NAD 83)
 DG7093
 DG7093_MARKER: DV = VERTICAL CONTROL DISK
 DG7093_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7093_SP_SET: BRIDGE ABUTMENT
 DG7093_STAMPING: 0301 S 2000
 DG7093_MARK LOGO: MNDT  
 DG7093_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7093+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DG7093
 DG7093  HISTORY     - Date     Condition        Report By
 DG7093  HISTORY     - 1992     MONUMENTED       MNDT
 DG7093  HISTORY     - 20001220 GOOD             MNDT
 DG7093  HISTORY     - 20040112 GOOD             MNDT
 DG7093  HISTORY     - 20041025 GOOD             MNDT
 DG7093
 DG7093                          STATION DESCRIPTION
 DG7093
 DG7093'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7093'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN DETROIT
 DG7093'LAKES, ABOUT 700 FT (213.4 M) EAST OF ALONG TH 10 FROM JCT OF TH 10
 DG7093'AND TH 59 IN DETROIT LAKES, AT TH 10 MP 44.5, 18.4 FT (5.6 M) SOUTH OF
 DG7093'WB TH 10, IN BRDG RAIL IN THE NORTH BRIDGE OVER THE SOO LINE TRACKS,
 DG7093'IN BRIDGE RAIL 1.0 FT (0.3 M) WEST OF SE END OF RAIL.  DISK WAS SET IN
 DG7093'BRIDGE WHEN BUILT IN 1992 THEN STAMPED IN 2000.
 DG7093
 DG7093                          STATION RECOVERY (2004)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7093'RECOVERED AS DESCRIBED.
 DG7093
 DG7093                          STATION RECOVERY (2004)
 DG7093
 DG7093'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7093'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF ROCHERT,
 DG7093'6.7 MI (10.8 KM) EAST-SOUTHEAST OF AUDUBON AND IN THE TOWN OF DETROIT
 DG7093'LAKES, MINNESOTA.
 DG7093' 
 DG7093'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG7093'HIGHWAY 19 IN DETROIT LAKES, GO 0.15 MI (0.2 KM) SOUTHEAST ON TRUNK
 DG7093'HIGHWAY 10 TO MILE POINT 44.5 AND THE MARK ON THE LEFT.
 DG7093' 
 DG7093'THE MARK IS FOUND 18.4 FT (5.6 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 10,
 DG7093'IN THE JERSEY BARRIER APPROACH TO THE NORTH BRIDGE OVER THE RAILROAD
 DG7093'TRACKS, 1.0 FT (0.3 M) WEST OF THE END OF THE SOUTHEAST ATTACHED
 DG7093'GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8658 ***********************************************************************
 DL8658  DESIGNATION -  0302 AA
 DL8658  PID         -  DL8658
 DL8658  STATE/COUNTY-  MN/BECKER
 DL8658  COUNTRY     -  US
 DL8658  USGS QUAD   -  DETROIT LAKES (1982)
 DL8658
 DL8658                         *CURRENT SURVEY CONTROL
 DL8658  ______________________________________________________________________
 DL8658* NAD 83(1986) POSITION- 46 48 48.7    (N) 095 49 58.6    (W)   HD_HELD2  
 DL8658* NAVD 88 ORTHO HEIGHT -   410.094  (meters)    1345.45  (feet) ADJUSTED  
 DL8658  ______________________________________________________________________
 DL8658  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DL8658  DYNAMIC HEIGHT  -        410.122 (meters)     1345.54  (feet) COMP
 DL8658  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DL8658
 DL8658  VERT ORDER      -  SECOND    CLASS I
 DL8658
 DL8658.The horizontal coordinates were established by autonomous hand held GPS
 DL8658.observations and have an estimated accuracy of +/- 10 meters.
 DL8658.
 DL8658.The orthometric height was determined by differential leveling and
 DL8658.adjusted in August 2010.
 DL8658
 DL8658.Photographs are available for this station.
 DL8658
 DL8658.The dynamic height is computed by dividing the NAVD 88
 DL8658.geopotential number by the normal gravity value computed on the
 DL8658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8658.degrees latitude (g = 980.6199 gals.).
 DL8658
 DL8658.The modeled gravity was interpolated from observed gravity values.
 DL8658
 DL8658;                    North         East    Units  Estimated Accuracy
 DL8658;SPC MN C     -   302,778.      679,203.      MT  (+/- 10 meters HH2 GPS)
 DL8658
 DL8658                          SUPERSEDED SURVEY CONTROL
 DL8658
 DL8658.No superseded survey control is available for this station.
 DL8658
 DL8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8388188339(NAD 83)
 DL8658
 DL8658_MARKER: DB = BENCH MARK DISK
 DL8658_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL8658_SP_SET: BRIDGE ABUTMENT
 DL8658_STAMPING: 0302 AA 1974
 DL8658_MARK LOGO: MNHD  
 DL8658_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8658+STABILITY: SURFACE MOTION
 DL8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8658+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 DL8658
 DL8658  HISTORY     - Date     Condition        Report By
 DL8658  HISTORY     - 1974     MONUMENTED       MNHD
 DL8658  HISTORY     - 20041025 GOOD             MNDT
 DL8658
 DL8658                          STATION DESCRIPTION
 DL8658
 DL8658'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8658'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF AUDUBON,
 DL8658'7.6 MI (12.2 KM) WEST-SOUTHWEST OF ROCHERT AND 0.6 MI (1.0 KM)
 DL8658'EAST-SOUTHEAST OF DETROIT LAKES, MINNESOTA.
 DL8658' 
 DL8658'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DL8658'HIGHWAY 59-TRUNK HIGHWAY 34 ON WEST SIDE OF DETROIT LAKES, GO 1.3 MI
 DL8658'(2.1 KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 10 TO MILE POINT 45.70 AND
 DL8658'MARK ON THE LEFT.
 DL8658' 
 DL8658'THE MARK IS FOUND IN SOUTHEAST CORNER BRIDGE ABUTMENT OF TRUNK HIGHWAY
 DL8658'10 BRIDGE NUMBER 8015.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8659 ***********************************************************************
 DL8659  DESIGNATION -  0302 AB
 DL8659  PID         -  DL8659
 DL8659  STATE/COUNTY-  MN/BECKER
 DL8659  COUNTRY     -  US
 DL8659  USGS QUAD   -  DETROIT LAKES (1982)
 DL8659
 DL8659                         *CURRENT SURVEY CONTROL
 DL8659  ______________________________________________________________________
 DL8659* NAD 83(1986) POSITION- 46 47 59.9    (N) 095 48 31.0    (W)   HD_HELD2  
 DL8659* NAVD 88 ORTHO HEIGHT -   415.333  (meters)    1362.64  (feet) ADJUSTED  
 DL8659  ______________________________________________________________________
 DL8659  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DL8659  DYNAMIC HEIGHT  -        415.362 (meters)     1362.73  (feet) COMP
 DL8659  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DL8659
 DL8659  VERT ORDER      -  SECOND    CLASS I
 DL8659
 DL8659.The horizontal coordinates were established by autonomous hand held GPS
 DL8659.observations and have an estimated accuracy of +/- 10 meters.
 DL8659.
 DL8659.The orthometric height was determined by differential leveling and
 DL8659.adjusted in August 2010.
 DL8659
 DL8659.Photographs are available for this station.
 DL8659
 DL8659.The dynamic height is computed by dividing the NAVD 88
 DL8659.geopotential number by the normal gravity value computed on the
 DL8659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8659.degrees latitude (g = 980.6199 gals.).
 DL8659
 DL8659.The modeled gravity was interpolated from observed gravity values.
 DL8659
 DL8659;                    North         East    Units  Estimated Accuracy
 DL8659;SPC MN C     -   301,235.      681,030.      MT  (+/- 10 meters HH2 GPS)
 DL8659
 DL8659                          SUPERSEDED SURVEY CONTROL
 DL8659
 DL8659.No superseded survey control is available for this station.
 DL8659
 DL8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8568386766(NAD 83)
 DL8659
 DL8659_MARKER: DV = VERTICAL CONTROL DISK
 DL8659_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL8659_STAMPING: 0302 AB 1974
 DL8659_MARK LOGO: MNHD  
 DL8659_PROJECTION: FLUSH
 DL8659_MAGNETIC: I = MARKER IS A STEEL ROD
 DL8659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8659+STABILITY: SURFACE MOTION
 DL8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8659+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 DL8659_ROD/PIPE-DEPTH:  3.0 meters
 DL8659
 DL8659  HISTORY     - Date     Condition        Report By
 DL8659  HISTORY     - 1974     MONUMENTED       MNHD
 DL8659  HISTORY     - 20050301 GOOD             MNDT
 DL8659
 DL8659                          STATION DESCRIPTION
 DL8659
 DL8659'DESCRIBED BY MN DEPT OF TRANSP 2005 (KMS)
 DL8659'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF FRAZEE, 7.1 MI
 DL8659'(11.4 KM) SOUTHWEST OF ROCHERT AND 2.1 MI (3.4 KM) SOUTHEAST OF
 DL8659'DETROIT LAKES.
 DL8659' 
 DL8659'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DL8659'HIGHWAY 19 IN DETROIT LAKES, GO 2.9 MI (4.7 KM) SOUTHEAST ON TRUNK
 DL8659'HIGHWAY 10 TO MILE POINT 47.23 AND THE MARK ON THE RIGHT.
 DL8659' 
 DL8659'THE MARK IS FOUND 1.85 MI (3.0 KM) SOUTHEAST OF ROOSEVELT AVENUE, IN
 DL8659'THE SOUTHWEST QUADRANT OF THE INTERSECTION OF COUNTY ROAD 24 (EAST
 DL8659'SHORE DRIVE) AND TRUNK HIGHWAY 10, 76.0 FT (23.2 M) SOUTHWEST OF
 DL8659'EASTBOUND TRUNK HIGHWAY 10, 83.0 FT (25.3 M) SOUTHEAST OF COUNTY ROAD
 DL8659'24 AND 1.0 FT (0.3 M) WEST-NORTHWEST OF A RIGHT-OF-WAY SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8660 ***********************************************************************
 DL8660  DESIGNATION -  0302 AC
 DL8660  PID         -  DL8660
 DL8660  STATE/COUNTY-  MN/BECKER
 DL8660  COUNTRY     -  US
 DL8660  USGS QUAD   -  DETROIT LAKES (1982)
 DL8660
 DL8660                         *CURRENT SURVEY CONTROL
 DL8660  ______________________________________________________________________
 DL8660* NAD 83(1986) POSITION- 46 47 08.7    (N) 095 48 07.1    (W)   HD_HELD2  
 DL8660* NAVD 88 ORTHO HEIGHT -   411.040  (meters)    1348.55  (feet) ADJUSTED  
 DL8660  ______________________________________________________________________
 DL8660  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DL8660  DYNAMIC HEIGHT  -        411.067 (meters)     1348.64  (feet) COMP
 DL8660  MODELED GRAVITY -    980,667.4   (mgal)                       NAVD 88
 DL8660
 DL8660  VERT ORDER      -  SECOND    CLASS I
 DL8660
 DL8660.The horizontal coordinates were established by autonomous hand held GPS
 DL8660.observations and have an estimated accuracy of +/- 10 meters.
 DL8660.
 DL8660.The orthometric height was determined by differential leveling and
 DL8660.adjusted in August 2010.
 DL8660
 DL8660.Photographs are available for this station.
 DL8660
 DL8660.The dynamic height is computed by dividing the NAVD 88
 DL8660.geopotential number by the normal gravity value computed on the
 DL8660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8660.degrees latitude (g = 980.6199 gals.).
 DL8660
 DL8660.The modeled gravity was interpolated from observed gravity values.
 DL8660
 DL8660;                    North         East    Units  Estimated Accuracy
 DL8660;SPC MN C     -   299,644.      681,505.      MT  (+/- 10 meters HH2 GPS)
 DL8660
 DL8660                          SUPERSEDED SURVEY CONTROL
 DL8660
 DL8660.No superseded survey control is available for this station.
 DL8660
 DL8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8613385168(NAD 83)
 DL8660
 DL8660_MARKER: DV = VERTICAL CONTROL DISK
 DL8660_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL8660_STAMPING: 0302 AC 1974
 DL8660_MARK LOGO: MNHD  
 DL8660_PROJECTION: FLUSH
 DL8660_MAGNETIC: I = MARKER IS A STEEL ROD
 DL8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8660+STABILITY: SURFACE MOTION
 DL8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8660+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DL8660_ROD/PIPE-DEPTH:  3.0 meters
 DL8660
 DL8660  HISTORY     - Date     Condition        Report By
 DL8660  HISTORY     - 1974     MONUMENTED       MNHD
 DL8660  HISTORY     - 20041020 GOOD             MNDT
 DL8660
 DL8660                          STATION DESCRIPTION
 DL8660
 DL8660'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8660'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF ROCHERT, 6.2
 DL8660'MI (10.0 KM) NORTHWEST OF FRAZEE AND 3.0 MI (4.8 KM) SOUTHEAST OF
 DL8660'DETROIT LAKES.
 DL8660' 
 DL8660'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DL8660'HIGHWAY 19 IN DETROIT LAKES, GO 3.9 MI (6.3 KM) SOUTHEAST ON TRUNK
 DL8660'HIGHWAY 10, 2.95 MI (4.7 KM) SOUTHEAST OF ROOSEVELT AVENUE, OR 0.4 MI
 DL8660'(0.6 KM) SOUTHEAST OF OXCART TRAIL ROAD TO MILE POINT 48.28 AND THE
 DL8660'MARK ON THE RIGHT.
 DL8660' 
 DL8660'THE MARK IS FOUND 71.0 FT (21.6 M) SOUTHWEST OF EASTBOUND TRUNK
 DL8660'HIGHWAY 10 AND 1.0 FT (0.3 M) SOUTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8661 ***********************************************************************
 DL8661  DESIGNATION -  0302 AD
 DL8661  PID         -  DL8661
 DL8661  STATE/COUNTY-  MN/BECKER
 DL8661  COUNTRY     -  US
 DL8661  USGS QUAD   -  DETROIT LAKES (1982)
 DL8661
 DL8661                         *CURRENT SURVEY CONTROL
 DL8661  ______________________________________________________________________
 DL8661* NAD 83(1986) POSITION- 46 46 23.8    (N) 095 47 18.6    (W)   HD_HELD2  
 DL8661* NAVD 88 ORTHO HEIGHT -   415.788  (meters)    1364.13  (feet) ADJUSTED  
 DL8661  ______________________________________________________________________
 DL8661  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DL8661  DYNAMIC HEIGHT  -        415.815 (meters)     1364.22  (feet) COMP
 DL8661  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DL8661
 DL8661  VERT ORDER      -  SECOND    CLASS I
 DL8661
 DL8661.The horizontal coordinates were established by autonomous hand held GPS
 DL8661.observations and have an estimated accuracy of +/- 10 meters.
 DL8661.
 DL8661.The orthometric height was determined by differential leveling and
 DL8661.adjusted in August 2010.
 DL8661
 DL8661.Photographs are available for this station.
 DL8661
 DL8661.The dynamic height is computed by dividing the NAVD 88
 DL8661.geopotential number by the normal gravity value computed on the
 DL8661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8661.degrees latitude (g = 980.6199 gals.).
 DL8661
 DL8661.The modeled gravity was interpolated from observed gravity values.
 DL8661
 DL8661;                    North         East    Units  Estimated Accuracy
 DL8661;SPC MN C     -   298,238.      682,507.      MT  (+/- 10 meters HH2 GPS)
 DL8661
 DL8661                          SUPERSEDED SURVEY CONTROL
 DL8661
 DL8661.No superseded survey control is available for this station.
 DL8661
 DL8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8711283745(NAD 83)
 DL8661
 DL8661_MARKER: DV = VERTICAL CONTROL DISK
 DL8661_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL8661_STAMPING: 0302 AD 1974
 DL8661_MARK LOGO: MNHD  
 DL8661_PROJECTION: RECESSED 5 CENTIMETERS
 DL8661_MAGNETIC: I = MARKER IS A STEEL ROD
 DL8661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8661+STABILITY: SURFACE MOTION
 DL8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8661+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 DL8661_ROD/PIPE-DEPTH:  3.0 meters
 DL8661
 DL8661  HISTORY     - Date     Condition        Report By
 DL8661  HISTORY     - 1974     MONUMENTED       MNHD
 DL8661  HISTORY     - 20050301 GOOD             MNDT
 DL8661
 DL8661                          STATION DESCRIPTION
 DL8661
 DL8661'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DL8661'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF ROCHERT, 5.2
 DL8661'MI (8.4 KM) NORTHWEST OF FRAZEE AND 4.0 MI (6.4 KM) SOUTHEAST OF
 DL8661'DETROIT LAKES.
 DL8661' 
 DL8661'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DL8661'HIGHWAY 19 IN DETROIT LAKES, GO 5.0 MI (8.0 KM) SOUTHEAST ON TRUNK
 DL8661'HIGHWAY 10, 4.05 MI (6.5 KM) SOUTHEAST OF ROOSEVELT AVENUE TO MILE
 DL8661'POINT 49.38 AND THE MARK ON THE LEFT.
 DL8661' 
 DL8661'THE MARK IS FOUND 75.6 FT (23.0 M) NORTHEAST OF WESTBOUND TRUNK
 DL8661'HIGHWAY 10, 162 FT (49.4 M) NORTHWEST AND OPPOSITE ENTRANCE AND 1.0 FT
 DL8661'(0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8662 ***********************************************************************
 DL8662  DESIGNATION -  0302 E
 DL8662  PID         -  DL8662
 DL8662  STATE/COUNTY-  MN/BECKER
 DL8662  COUNTRY     -  US
 DL8662  USGS QUAD   -  DETROIT LAKES (1982)
 DL8662
 DL8662                         *CURRENT SURVEY CONTROL
 DL8662  ______________________________________________________________________
 DL8662* NAD 83(1986) POSITION- 46 45 40.2    (N) 095 46 27.9    (W)   HD_HELD2  
 DL8662* NAVD 88 ORTHO HEIGHT -   427.241  (meters)    1401.71  (feet) ADJUSTED  
 DL8662  ______________________________________________________________________
 DL8662  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DL8662  DYNAMIC HEIGHT  -        427.268 (meters)     1401.80  (feet) COMP
 DL8662  MODELED GRAVITY -    980,662.5   (mgal)                       NAVD 88
 DL8662
 DL8662  VERT ORDER      -  SECOND    CLASS I
 DL8662
 DL8662.The horizontal coordinates were established by autonomous hand held GPS
 DL8662.observations and have an estimated accuracy of +/- 10 meters.
 DL8662.
 DL8662.The orthometric height was determined by differential leveling and
 DL8662.adjusted in August 2010.
 DL8662
 DL8662.Photographs are available for this station.
 DL8662
 DL8662.The dynamic height is computed by dividing the NAVD 88
 DL8662.geopotential number by the normal gravity value computed on the
 DL8662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8662.degrees latitude (g = 980.6199 gals.).
 DL8662
 DL8662.The modeled gravity was interpolated from observed gravity values.
 DL8662
 DL8662;                    North         East    Units  Estimated Accuracy
 DL8662;SPC MN C     -   296,871.      683,556.      MT  (+/- 10 meters HH2 GPS)
 DL8662
 DL8662                          SUPERSEDED SURVEY CONTROL
 DL8662
 DL8662.No superseded survey control is available for this station.
 DL8662
 DL8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8814082362(NAD 83)
 DL8662
 DL8662_MARKER: DB = BENCH MARK DISK
 DL8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL8662_STAMPING: 0302 E 1958
 DL8662_MARK LOGO: MNHD  
 DL8662_PROJECTION: PROJECTING 13 CENTIMETERS
 DL8662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL8662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8662+STABILITY: SURFACE MOTION
 DL8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8662+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DL8662
 DL8662  HISTORY     - Date     Condition        Report By
 DL8662  HISTORY     - 1958     MONUMENTED       MNHD
 DL8662  HISTORY     - 20041020 GOOD             MNDT
 DL8662
 DL8662                          STATION DESCRIPTION
 DL8662
 DL8662'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8662'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF VERGAS,
 DL8662'5.1 MI (8.2 KM) SOUTHEAST OF DETROIT LAKES AND 4.2 MI (6.8 KM)
 DL8662'WEST-NORTHWEST OF FRAZEE MINNESOTA.
 DL8662' 
 DL8662'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY
 DL8662'HIGHWAY 10/SILVER STAR ROAD, GO 2.2 MI (3.5 KM) NORTHWEST ALONG TRUNK
 DL8662'HIGHWAY 10 TO MILE POINT 50.50 AND THE MARK ON THE RIGHT OR 1.5 MI
 DL8662'(2.4 KM) SOUTHEAST OF COUNTY ROAD 137, 0.3 MI (0.5 KM) SOUTHEAST OF
 DL8662'MCHUGH ROAD.
 DL8662' 
 DL8662'THE MARK IS FOUND 73 FT (22.3 M) NORTHEAST OF WESTBOUND TRUNK HIGHWAY
 DL8662'10, 215 FT (65.5 M) (65.5 M) NORTHWEST OF A CROSS-OVER AND 1.0 FT (0.3
 DL8662'M) SOUTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4017 ***********************************************************************
 DH4017  DESIGNATION -  0302 F
 DH4017  PID         -  DH4017
 DH4017  STATE/COUNTY-  MN/BECKER
 DH4017  COUNTRY     -  US
 DH4017  USGS QUAD   -  DETROIT LAKES (1982)
 DH4017
 DH4017                         *CURRENT SURVEY CONTROL
 DH4017  ______________________________________________________________________
 DH4017* NAD 83(2007) POSITION- 46 45 07.89253(N) 095 45 49.96315(W)   ADJUSTED  
 DH4017* NAD 83(2007) ELLIP HT-   402.012 (meters)        (02/10/07)   ADJUSTED
 DH4017* NAD 83(2007) EPOCH   -  2002.00
 DH4017* NAVD 88 ORTHO HEIGHT -   428.570  (meters)    1406.07  (feet) ADJUSTED  
 DH4017  ______________________________________________________________________
 DH4017  NAD 83(2007) X  -   -439,685.497 (meters)                     COMP
 DH4017  NAD 83(2007) Y  - -4,355,935.514 (meters)                     COMP
 DH4017  NAD 83(2007) Z  -  4,623,226.150 (meters)                     COMP
 DH4017  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC09
 DH4017  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DH4017  DYNAMIC HEIGHT  -        428.596 (meters)     1406.15  (feet) COMP
 DH4017  MODELED GRAVITY -    980,660.3   (mgal)                       NAVD 88
 DH4017
 DH4017  VERT ORDER      -  SECOND    CLASS I
 DH4017
 DH4017  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH4017  Type                                         Horiz  Ellip  Dist(km)
 DH4017  -------------------------------------------------------------------
 DH4017  NETWORK                                       0.45   0.55
 DH4017  -------------------------------------------------------------------
 DH4017  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.29      3.37
 DH4017  -------------------------------------------------------------------
 DH4017  NOTE: Click here for information on individual local accuracy
 DH4017  values and other accuracy information.
 DH4017
 DH4017
 DH4017.The horizontal coordinates were established by GPS observations
 DH4017.and adjusted by the National Geodetic Survey in February 2007.
 DH4017
 DH4017.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH4017.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH4017
 DH4017.The horizontal coordinates are valid at the epoch date displayed above
 DH4017.which is a decimal equivalence of Year/Month/Day.
 DH4017
 DH4017.The orthometric height was determined by differential leveling and
 DH4017.adjusted in August 2010.
 DH4017
 DH4017.Photographs are available for this station.
 DH4017
 DH4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4017
 DH4017.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH4017
 DH4017.The ellipsoidal height was determined by GPS observations
 DH4017.and is referenced to NAD 83.
 DH4017
 DH4017.The dynamic height is computed by dividing the NAVD 88
 DH4017.geopotential number by the normal gravity value computed on the
 DH4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4017.degrees latitude (g = 980.6199 gals.).
 DH4017
 DH4017.The modeled gravity was interpolated from observed gravity values.
 DH4017
 DH4017. The following values were computed from the NAD 83(2007) position.
 DH4017
 DH4017;                    North         East     Units Scale Factor Converg.
 DH4017;SPC MN C     -   295,858.114   684,342.176   MT  0.99994852   -1 05 42.4
 DH4017;SPC MN C     -   970,661.16  2,245,212.62   sFT  0.99994852   -1 05 42.4
 DH4017;UTM  15      - 5,181,336.684   288,909.901   MT  1.00014772   -2 00 50.2
 DH4017
 DH4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4017!SPC MN C     -   0.99993699  x   0.99994852  =   0.99988551
 DH4017!UTM  15      -   0.99993699  x   1.00014772  =   1.00008470
 DH4017
 DH4017                          SUPERSEDED SURVEY CONTROL
 DH4017
 DH4017  NAD 83(1996)-  46 45 07.89223(N)    095 45 49.96307(W) AD(       ) 1
 DH4017  ELLIP H (05/31/05)  402.030  (m)                       GP(       ) 3 1
 DH4017  NAVD 88 (05/31/05)  428.57   (m)         1406.1    (f) LEVELING    3  
 DH4017
 DH4017.Superseded values are not recommended for survey control.
 DH4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4017.See file dsdata.txt to determine how the superseded data were derived.
 DH4017
 DH4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8890981336(NAD 83)
 DH4017
 DH4017_MARKER: DB = BENCH MARK DISK
 DH4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4017_STAMPING: 0302 F 1970
 DH4017_MARK LOGO: MNDT  
 DH4017_PROJECTION: RECESSED 8 CENTIMETERS
 DH4017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4017+STABILITY: SURFACE MOTION
 DH4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4017+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DH4017
 DH4017  HISTORY     - Date     Condition        Report By
 DH4017  HISTORY     - 1970     MONUMENTED       MNDT
 DH4017  HISTORY     - 20041020 GOOD             MNDT
 DH4017
 DH4017                          STATION DESCRIPTION
 DH4017
 DH4017'DESCRIBED BY MN DEPT OF TRANSP 1970
 DH4017'3 MILES NORTHWEST OF FRAZEE, 2.5 MILES SOUTHEAST OF COUNTY ROAD 137,
 DH4017'AT TRUNK HIGHWAY 10 MILEPOINT 51.2, 100 FEET NORTHEAST OF WESTBOUND
 DH4017'TRUNK HIGHWAY 10, 50 FEET SOUTHEAST OF REW LANE, 2.0 FEET SOUTH OF
 DH4017'POWERLINE, 1.0 FEET SOUTH OF WITNESS POST
 DH4017
 DH4017                          STATION RECOVERY (2004)
 DH4017
 DH4017'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4017'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF VERGAS,
 DH4017'5.9 MI (9.5 KM) SOUTHEAST OF DETROIT LAKES AND 3.4 MI (5.5 KM)
 DH4017'WEST-NORTHWEST OF FRAZEE MINNESOTA.
 DH4017' 
 DH4017'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 10/SILVER STAR ROAD
 DH4017'AND TRUNK HIGHWAY 10, GO 1.4 MI (2.3 KM) NORTHWEST TO MILE POINT 51.2
 DH4017'AND THE MARK ON THE RIGHT OR 2.5 MI (4.0 KM) SOUTHEAST OF COUNTY ROAD
 DH4017'137.
 DH4017' 
 DH4017'THE MARK IS FOUND IN THE SOUTHEAST QUADRANT OF THE TRUNK HIGHWAY 10
 DH4017'AND RUE LANE INTERSECTION, 100 FT (30.5 M) NORTHEAST OF WESTBOUND
 DH4017'TRUNK HIGHWAY 10, 50 FT (15.2 M) SOUTHEAST OF REW LANE, 2.0 FT (0.6 M)
 DH4017'SOUTH OF A POWER LINE AND 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4018 ***********************************************************************
 DH4018  DESIGNATION -  0302 G
 DH4018  PID         -  DH4018
 DH4018  STATE/COUNTY-  MN/BECKER
 DH4018  COUNTRY     -  US
 DH4018  USGS QUAD   -  FRAZEE (1973)
 DH4018
 DH4018                         *CURRENT SURVEY CONTROL
 DH4018  ______________________________________________________________________
 DH4018* NAD 83(2007) POSITION- 46 44 15.76579(N) 095 44 49.82899(W)   ADJUSTED  
 DH4018* NAD 83(2007) ELLIP HT-   399.797 (meters)        (02/10/07)   ADJUSTED
 DH4018* NAD 83(2007) EPOCH   -  2002.00
 DH4018* NAVD 88 ORTHO HEIGHT -   426.368  (meters)    1398.84  (feet) ADJUSTED  
 DH4018  ______________________________________________________________________
 DH4018  NAD 83(2007) X  -   -438,532.805 (meters)                     COMP
 DH4018  NAD 83(2007) Y  - -4,357,228.505 (meters)                     COMP
 DH4018  NAD 83(2007) Z  -  4,622,121.464 (meters)                     COMP
 DH4018  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC09
 DH4018  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DH4018  DYNAMIC HEIGHT  -        426.392 (meters)     1398.92  (feet) COMP
 DH4018  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DH4018
 DH4018  VERT ORDER      -  SECOND    CLASS I
 DH4018
 DH4018  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH4018  Type                                         Horiz  Ellip  Dist(km)
 DH4018  -------------------------------------------------------------------
 DH4018  NETWORK                                       0.47   0.57
 DH4018  -------------------------------------------------------------------
 DH4018  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.34   0.33      2.05
 DH4018  -------------------------------------------------------------------
 DH4018  NOTE: Click here for information on individual local accuracy
 DH4018  values and other accuracy information.
 DH4018
 DH4018
 DH4018.The horizontal coordinates were established by GPS observations
 DH4018.and adjusted by the National Geodetic Survey in February 2007.
 DH4018
 DH4018.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH4018.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH4018
 DH4018.The horizontal coordinates are valid at the epoch date displayed above
 DH4018.which is a decimal equivalence of Year/Month/Day.
 DH4018
 DH4018.The orthometric height was determined by differential leveling and
 DH4018.adjusted in August 2010.
 DH4018
 DH4018.Photographs are available for this station.
 DH4018
 DH4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4018
 DH4018.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH4018
 DH4018.The ellipsoidal height was determined by GPS observations
 DH4018.and is referenced to NAD 83.
 DH4018
 DH4018.The dynamic height is computed by dividing the NAVD 88
 DH4018.geopotential number by the normal gravity value computed on the
 DH4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4018.degrees latitude (g = 980.6199 gals.).
 DH4018
 DH4018.The modeled gravity was interpolated from observed gravity values.
 DH4018
 DH4018. The following values were computed from the NAD 83(2007) position.
 DH4018
 DH4018;                    North         East     Units Scale Factor Converg.
 DH4018;SPC MN C     -   294,224.586   685,587.753   MT  0.99994671   -1 04 58.9
 DH4018;SPC MN C     -   965,301.83  2,249,299.15   sFT  0.99994671   -1 04 58.9
 DH4018;UTM  15      - 5,179,683.072   290,129.371   MT  1.00014141   -2 00 04.6
 DH4018
 DH4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4018!SPC MN C     -   0.99993733  x   0.99994671  =   0.99988405
 DH4018!UTM  15      -   0.99993733  x   1.00014141  =   1.00007873
 DH4018
 DH4018:                Primary Azimuth Mark                     Grid Az
 DH4018:SPC MN C     -  0302 H                                   127 52 54.9
 DH4018:UTM  15      -  0302 H                                   128 48 00.6
 DH4018
 DH4018|---------------------------------------------------------------------|
 DH4018| PID    Reference Object                     Distance      Geod. Az  |
 DH4018|                                                           dddmmss.s |
 DH4018| DH4019 0302 H                              APPROX. 1.3 KM 1264756.0 |
 DH4018|---------------------------------------------------------------------|
 DH4018
 DH4018                          SUPERSEDED SURVEY CONTROL
 DH4018
 DH4018  NAD 83(1996)-  46 44 15.76548(N)    095 44 49.82890(W) AD(       ) 1
 DH4018  ELLIP H (05/31/05)  399.816  (m)                       GP(       ) 3 1
 DH4018  NAVD 88 (05/31/05)  426.37   (m)         1398.8    (f) LEVELING    3  
 DH4018
 DH4018.Superseded values are not recommended for survey control.
 DH4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4018.See file dsdata.txt to determine how the superseded data were derived.
 DH4018
 DH4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9012979683(NAD 83)
 DH4018
 DH4018_MARKER: DB = BENCH MARK DISK
 DH4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4018_STAMPING: 0302 G 1970
 DH4018_MARK LOGO: MNHD  
 DH4018_PROJECTION: RECESSED 5 CENTIMETERS
 DH4018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4018+STABILITY: SURFACE MOTION
 DH4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4018+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DH4018
 DH4018  HISTORY     - Date     Condition        Report By
 DH4018  HISTORY     - 1970     MONUMENTED       MNHD
 DH4018  HISTORY     - 20041020 GOOD             MNDT
 DH4018
 DH4018                          STATION DESCRIPTION
 DH4018
 DH4018'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4018'1.9 MILES NORTHWEST OF FRAZEE, AT TRUNK HIGHWAY 10 MILEPOINT 52.60, IN
 DH4018'ACCELERATION ISLAND NORTH OF JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY
 DH4018'ROAD 10, 43.2 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 10, 60 FEET WEST
 DH4018'OF OLD TRUNK HIGHWAY 87 (SILVERSTAR ROAD), 155 FEET EAST OF ISLAND
 DH4018'NOSE, 42 FEET WEST OF CATCH BASIN, 21.5 FEET NORTH OF CURB, 20 FEET
 DH4018'SOUTHEAST OF CURB, 1.5 FEET SOUTH OF WITNESS POST
 DH4018
 DH4018                          STATION RECOVERY (2004)
 DH4018
 DH4018'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4018'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4019 ***********************************************************************
 DH4019  DESIGNATION -  0302 H
 DH4019  PID         -  DH4019
 DH4019  STATE/COUNTY-  MN/BECKER
 DH4019  COUNTRY     -  US
 DH4019  USGS QUAD   -  FRAZEE (1973)
 DH4019
 DH4019                         *CURRENT SURVEY CONTROL
 DH4019  ______________________________________________________________________
 DH4019* NAD 83(2007) POSITION- 46 43 50.33906(N) 095 44 00.40188(W)   ADJUSTED  
 DH4019* NAD 83(2007) ELLIP HT-   397.880 (meters)        (02/10/07)   ADJUSTED
 DH4019* NAD 83(2007) EPOCH   -  2002.00
 DH4019* NAVD 88 ORTHO HEIGHT -   424.451  (meters)    1392.55  (feet) ADJUSTED  
 DH4019  ______________________________________________________________________
 DH4019  NAD 83(2007) X  -   -437,545.662 (meters)                     COMP
 DH4019  NAD 83(2007) Y  - -4,357,901.073 (meters)                     COMP
 DH4019  NAD 83(2007) Z  -  4,621,581.898 (meters)                     COMP
 DH4019  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC09
 DH4019  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DH4019  DYNAMIC HEIGHT  -        424.474 (meters)     1392.63  (feet) COMP
 DH4019  MODELED GRAVITY -    980,655.6   (mgal)                       NAVD 88
 DH4019
 DH4019  VERT ORDER      -  SECOND    CLASS I
 DH4019
 DH4019  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH4019  Type                                         Horiz  Ellip  Dist(km)
 DH4019  -------------------------------------------------------------------
 DH4019  NETWORK                                       0.56   0.63
 DH4019  -------------------------------------------------------------------
 DH4019  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.39      2.14
 DH4019  -------------------------------------------------------------------
 DH4019  NOTE: Click here for information on individual local accuracy
 DH4019  values and other accuracy information.
 DH4019
 DH4019
 DH4019.The horizontal coordinates were established by GPS observations
 DH4019.and adjusted by the National Geodetic Survey in February 2007.
 DH4019
 DH4019.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH4019.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH4019
 DH4019.The horizontal coordinates are valid at the epoch date displayed above
 DH4019.which is a decimal equivalence of Year/Month/Day.
 DH4019
 DH4019.The orthometric height was determined by differential leveling and
 DH4019.adjusted in August 2010.
 DH4019
 DH4019.Photographs are available for this station.
 DH4019
 DH4019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4019
 DH4019.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH4019
 DH4019.The ellipsoidal height was determined by GPS observations
 DH4019.and is referenced to NAD 83.
 DH4019
 DH4019.The dynamic height is computed by dividing the NAVD 88
 DH4019.geopotential number by the normal gravity value computed on the
 DH4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4019.degrees latitude (g = 980.6199 gals.).
 DH4019
 DH4019.The modeled gravity was interpolated from observed gravity values.
 DH4019
 DH4019. The following values were computed from the NAD 83(2007) position.
 DH4019
 DH4019;                    North         East     Units Scale Factor Converg.
 DH4019;SPC MN C     -   293,419.863   686,622.137   MT  0.99994586   -1 04 23.2
 DH4019;SPC MN C     -   962,661.67  2,252,692.79   sFT  0.99994586   -1 04 23.2
 DH4019;UTM  15      - 5,178,861.721   291,150.925   MT  1.00013615   -1 59 27.8
 DH4019
 DH4019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4019!SPC MN C     -   0.99993763  x   0.99994586  =   0.99988350
 DH4019!UTM  15      -   0.99993763  x   1.00013615  =   1.00007378
 DH4019
 DH4019:                Primary Azimuth Mark                     Grid Az
 DH4019:SPC MN C     -  0302 J                                   135 47 57.6
 DH4019:UTM  15      -  0302 J                                   136 43 02.2
 DH4019
 DH4019|---------------------------------------------------------------------|
 DH4019| PID    Reference Object                     Distance      Geod. Az  |
 DH4019|                                                           dddmmss.s |
 DH4019| DH4020 0302 J                              APPROX. 1.2 KM 1344334.4 |
 DH4019|---------------------------------------------------------------------|
 DH4019
 DH4019                          SUPERSEDED SURVEY CONTROL
 DH4019
 DH4019  NAD 83(1996)-  46 43 50.33874(N)    095 44 00.40178(W) AD(       ) 1
 DH4019  ELLIP H (05/31/05)  397.899  (m)                       GP(       ) 3 1
 DH4019  NAVD 88 (05/31/05)  424.45   (m)         1392.5    (f) LEVELING    3  
 DH4019
 DH4019.Superseded values are not recommended for survey control.
 DH4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4019.See file dsdata.txt to determine how the superseded data were derived.
 DH4019
 DH4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9115078861(NAD 83)
 DH4019
 DH4019_MARKER: DB = BENCH MARK DISK
 DH4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4019_STAMPING: 0302 H 1970
 DH4019_MARK LOGO: MNHD  
 DH4019_PROJECTION: FLUSH
 DH4019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4019+STABILITY: SURFACE MOTION
 DH4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4019+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DH4019
 DH4019  HISTORY     - Date     Condition        Report By
 DH4019  HISTORY     - 1970     MONUMENTED       MNHD
 DH4019  HISTORY     - 20041020 GOOD             MNDT
 DH4019
 DH4019                          STATION DESCRIPTION
 DH4019
 DH4019'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4019'1.2 MILES WEST OF FRAZEE, 0.8 MILES NORTHWEST OF COUNTY ROAD 29, AT
 DH4019'TRUNK HIGHWAY 10 MILEPOINT 53.45, 99 FEET SOUTHWEST OF EASTBOUND TRUNK
 DH4019'HIGHWAY 10, 260 FEET NORTHWEST OF CROSSOVER, AT EDGE OF TREES, 1.0
 DH4019'FEET NORTHEAST OF WITNESS POST
 DH4019
 DH4019                          STATION RECOVERY (2004)
 DH4019
 DH4019'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4020 ***********************************************************************
 DH4020  DESIGNATION -  0302 J
 DH4020  PID         -  DH4020
 DH4020  STATE/COUNTY-  MN/BECKER
 DH4020  COUNTRY     -  US
 DH4020  USGS QUAD   -  FRAZEE (1973)
 DH4020
 DH4020                         *CURRENT SURVEY CONTROL
 DH4020  ______________________________________________________________________
 DH4020* NAD 83(2007) POSITION- 46 43 22.14036(N) 095 43 19.00679(W)   ADJUSTED  
 DH4020* NAD 83(2007) ELLIP HT-   394.444 (meters)        (02/10/07)   ADJUSTED
 DH4020* NAD 83(2007) EPOCH   -  2002.00
 DH4020* NAVD 88 ORTHO HEIGHT -   421.015  (meters)    1381.28  (feet) ADJUSTED  
 DH4020  ______________________________________________________________________
 DH4020  NAD 83(2007) X  -   -436,734.049 (meters)                     COMP
 DH4020  NAD 83(2007) Y  - -4,358,617.324 (meters)                     COMP
 DH4020  NAD 83(2007) Z  -  4,620,982.474 (meters)                     COMP
 DH4020  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC09
 DH4020  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DH4020  DYNAMIC HEIGHT  -        421.037 (meters)     1381.35  (feet) COMP
 DH4020  MODELED GRAVITY -    980,655.4   (mgal)                       NAVD 88
 DH4020
 DH4020  VERT ORDER      -  SECOND    CLASS I
 DH4020
 DH4020  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH4020  Type                                         Horiz  Ellip  Dist(km)
 DH4020  -------------------------------------------------------------------
 DH4020  NETWORK                                       0.54   0.63
 DH4020  -------------------------------------------------------------------
 DH4020  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.35      2.54
 DH4020  -------------------------------------------------------------------
 DH4020  NOTE: Click here for information on individual local accuracy
 DH4020  values and other accuracy information.
 DH4020
 DH4020
 DH4020.The horizontal coordinates were established by GPS observations
 DH4020.and adjusted by the National Geodetic Survey in February 2007.
 DH4020
 DH4020.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH4020.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH4020
 DH4020.The horizontal coordinates are valid at the epoch date displayed above
 DH4020.which is a decimal equivalence of Year/Month/Day.
 DH4020
 DH4020.The orthometric height was determined by differential leveling and
 DH4020.adjusted in August 2010.
 DH4020
 DH4020.Photographs are available for this station.
 DH4020
 DH4020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4020
 DH4020.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH4020
 DH4020.The ellipsoidal height was determined by GPS observations
 DH4020.and is referenced to NAD 83.
 DH4020
 DH4020.The dynamic height is computed by dividing the NAVD 88
 DH4020.geopotential number by the normal gravity value computed on the
 DH4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4020.degrees latitude (g = 980.6199 gals.).
 DH4020
 DH4020.The modeled gravity was interpolated from observed gravity values.
 DH4020
 DH4020. The following values were computed from the NAD 83(2007) position.
 DH4020
 DH4020;                    North         East     Units Scale Factor Converg.
 DH4020;SPC MN C     -   292,532.909   687,484.681   MT  0.99994492   -1 03 53.2
 DH4020;SPC MN C     -   959,751.72  2,255,522.66   sFT  0.99994492   -1 03 53.2
 DH4020;UTM  15      - 5,177,960.894   291,999.312   MT  1.00013180   -1 58 56.7
 DH4020
 DH4020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4020!SPC MN C     -   0.99993817  x   0.99994492  =   0.99988310
 DH4020!UTM  15      -   0.99993817  x   1.00013180  =   1.00006996
 DH4020
 DH4020:                Primary Azimuth Mark                     Grid Az
 DH4020:SPC MN C     -  0302 H                                   315 47 57.8
 DH4020:UTM  15      -  0302 H                                   316 43 01.3
 DH4020
 DH4020|---------------------------------------------------------------------|
 DH4020| PID    Reference Object                     Distance      Geod. Az  |
 DH4020|                                                           dddmmss.s |
 DH4020| DH4019 0302 H                              APPROX. 1.2 KM 3144404.6 |
 DH4020|---------------------------------------------------------------------|
 DH4020
 DH4020                          SUPERSEDED SURVEY CONTROL
 DH4020
 DH4020  NAD 83(1996)-  46 43 22.14003(N)    095 43 19.00670(W) AD(       ) 1
 DH4020  ELLIP H (05/31/05)  394.462  (m)                       GP(       ) 3 1
 DH4020  NAVD 88 (05/31/05)  421.01   (m)         1381.3    (f) LEVELING    3  
 DH4020
 DH4020.Superseded values are not recommended for survey control.
 DH4020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4020.See file dsdata.txt to determine how the superseded data were derived.
 DH4020
 DH4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9199977960(NAD 83)
 DH4020
 DH4020_MARKER: DB = BENCH MARK DISK
 DH4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4020_STAMPING: 0302 J 1970
 DH4020_MARK LOGO: MNHD  
 DH4020_PROJECTION: FLUSH
 DH4020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4020+STABILITY: SURFACE MOTION
 DH4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4020+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 DH4020
 DH4020  HISTORY     - Date     Condition        Report By
 DH4020  HISTORY     - 1970     MONUMENTED       MNHD
 DH4020  HISTORY     - 20041020 GOOD             MNDT
 DH4020
 DH4020                          STATION DESCRIPTION
 DH4020
 DH4020'DESCRIBED BY MN HIGHWAY DEPT 1970
 DH4020'0.8 MILES WEST OF FRAZEE, 0.3 MILES NORTHWEST OF JUNCTION OF TRUNK
 DH4020'HIGHWAY 87 AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10 MILEPOINT 54.25,
 DH4020'100 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 1.0 FEET NORTHEAST
 DH4020'OF WITNESS POST
 DH4020
 DH4020                          STATION RECOVERY (2004)
 DH4020
 DH4020'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DH4020'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8664 ***********************************************************************
 DL8664  DESIGNATION -  0302 K
 DL8664  PID         -  DL8664
 DL8664  STATE/COUNTY-  MN/BECKER
 DL8664  COUNTRY     -  US
 DL8664  USGS QUAD   -  FRAZEE (1973)
 DL8664
 DL8664                         *CURRENT SURVEY CONTROL
 DL8664  ______________________________________________________________________
 DL8664* NAD 83(1986) POSITION- 46 42 59.5    (N) 095 42 38.1    (W)   HD_HELD2  
 DL8664* NAVD 88 ORTHO HEIGHT -   416.505  (meters)    1366.48  (feet) ADJUSTED  
 DL8664  ______________________________________________________________________
 DL8664  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DL8664  DYNAMIC HEIGHT  -        416.528 (meters)     1366.56  (feet) COMP
 DL8664  MODELED GRAVITY -    980,656.3   (mgal)                       NAVD 88
 DL8664
 DL8664  VERT ORDER      -  SECOND    CLASS I
 DL8664
 DL8664.The horizontal coordinates were established by autonomous hand held GPS
 DL8664.observations and have an estimated accuracy of +/- 10 meters.
 DL8664.
 DL8664.The orthometric height was determined by differential leveling and
 DL8664.adjusted in August 2010.
 DL8664
 DL8664.Photographs are available for this station.
 DL8664
 DL8664.The dynamic height is computed by dividing the NAVD 88
 DL8664.geopotential number by the normal gravity value computed on the
 DL8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8664.degrees latitude (g = 980.6199 gals.).
 DL8664
 DL8664.The modeled gravity was interpolated from observed gravity values.
 DL8664
 DL8664;                    North         East    Units  Estimated Accuracy
 DL8664;SPC MN C     -   291,818.      688,340.      MT  (+/- 10 meters HH2 GPS)
 DL8664
 DL8664                          SUPERSEDED SURVEY CONTROL
 DL8664
 DL8664.No superseded survey control is available for this station.
 DL8664
 DL8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9284377232(NAD 83)
 DL8664
 DL8664_MARKER: DB = BENCH MARK DISK
 DL8664_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL8664_SP_SET: BOX CULVERT HEADWALL
 DL8664_STAMPING: 0302 K 1970
 DL8664_MARK LOGO: MNHD  
 DL8664_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8664+STABILITY: SURFACE MOTION
 DL8664
 DL8664  HISTORY     - Date     Condition        Report By
 DL8664  HISTORY     - 1970     MONUMENTED       MNHD
 DL8664  HISTORY     - 20041020 GOOD             MNDT
 DL8664
 DL8664                          STATION DESCRIPTION
 DL8664
 DL8664'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8664'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF DETROIT LAKES,
 DL8664'6.1 MI (9.8 KM) NORTHEAST OF VERGAS AND 0.9 MI (1.4 KM)
 DL8664'SOUTH-SOUTHWEST OF FRAZEE.
 DL8664' 
 DL8664'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 DL8664'HIGHWAY 87, GO 0.40 MI (0.6 KM) SOUTHEAST ALONG TRUNK HIGHWAY 10 TO
 DL8664'MILE POINT 54.90 AND MARK ON THE LEFT.
 DL8664' 
 DL8664'THE MARK IS FOUND IN THE NORTHEAST CORNER OF A TRUNK HIGHWAY 10 BOX
 DL8664'CULVERT HEADWALL SPANNING THE OTTERTAIL RIVER, 82 FT (25.0 M) NORTH OF
 DL8664'WESTBOUND TRUNK HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8663 ***********************************************************************
 DL8663  DESIGNATION -  0302 L
 DL8663  PID         -  DL8663
 DL8663  STATE/COUNTY-  MN/BECKER
 DL8663  COUNTRY     -  US
 DL8663  USGS QUAD   -  FRAZEE (1973)
 DL8663
 DL8663                         *CURRENT SURVEY CONTROL
 DL8663  ______________________________________________________________________
 DL8663* NAD 83(1986) POSITION- 46 43 12.7    (N) 095 42 59.2    (W)   HD_HELD2  
 DL8663* NAVD 88 ORTHO HEIGHT -   429.779  (meters)    1410.03  (feet) ADJUSTED  
 DL8663  ______________________________________________________________________
 DL8663  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DL8663  DYNAMIC HEIGHT  -        429.802 (meters)     1410.11  (feet) COMP
 DL8663  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 DL8663
 DL8663  VERT ORDER      -  SECOND    CLASS I
 DL8663
 DL8663.The horizontal coordinates were established by autonomous hand held GPS
 DL8663.observations and have an estimated accuracy of +/- 10 meters.
 DL8663.
 DL8663.The orthometric height was determined by differential leveling and
 DL8663.adjusted in August 2010.
 DL8663
 DL8663.Photographs are available for this station.
 DL8663
 DL8663.The dynamic height is computed by dividing the NAVD 88
 DL8663.geopotential number by the normal gravity value computed on the
 DL8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8663.degrees latitude (g = 980.6199 gals.).
 DL8663
 DL8663.The modeled gravity was interpolated from observed gravity values.
 DL8663
 DL8663;                    North         East    Units  Estimated Accuracy
 DL8663;SPC MN C     -   292,234.      687,900.      MT  (+/- 10 meters HH2 GPS)
 DL8663
 DL8663                          SUPERSEDED SURVEY CONTROL
 DL8663
 DL8663.No superseded survey control is available for this station.
 DL8663
 DL8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9240977654(NAD 83)
 DL8663
 DL8663_MARKER: DV = VERTICAL CONTROL DISK
 DL8663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL8663_SP_SET: BRIDGE ABUTMENT
 DL8663_STAMPING: 0302 L 2004
 DL8663_MARK LOGO: MNHD  
 DL8663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL8663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8663+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004
 DL8663
 DL8663  HISTORY     - Date     Condition        Report By
 DL8663  HISTORY     - 20041026 MONUMENTED       MNDT
 DL8663
 DL8663                          STATION DESCRIPTION
 DL8663
 DL8663'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DL8663'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF DETROIT LAKES,
 DL8663'6.1 MI (9.8 KM) NORTHEAST OF VERGAS AND 0.9 MI (1.4 KM) SOUTHWEST OF
 DL8663'FRAZEE MINNESOTA.
 DL8663' 
 DL8663'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 87/COUNTY ROAD 29
 DL8663'AND COUNTY ROAD 10 IN FRAZEE, GO 0.80 MI (1.3 KM) SOUTHWEST ALONG
 DL8663'TRUNK HIGHWAY 87 TO MILE POINT 1.5 AND MARK ON THE LEFT.
 DL8663' 
 DL8663'THE MARK IS FOUND 22.0 FT (6.7 M) SOUTHEAST OF TRUNK HIGHWAY 87, IN
 DL8663'THE EAST CORNER OF THE NORTHEAST ABUTMENT OF TRUNK HIGHWAY 87 BRIDGE
 DL8663'NUMBER 03006 OVER TRUNK HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7114 ***********************************************************************
 DG7114  DESIGNATION -  0303 A
 DG7114  PID         -  DG7114
 DG7114  STATE/COUNTY-  MN/BECKER
 DG7114  COUNTRY     -  US
 DG7114  USGS QUAD   -  DETROIT LAKES (1982)
 DG7114
 DG7114                         *CURRENT SURVEY CONTROL
 DG7114  ______________________________________________________________________
 DG7114* NAD 83(1986) POSITION- 46 49 31.1    (N) 095 49 27.7    (W)   HD_HELD2  
 DG7114* NAVD 88 ORTHO HEIGHT -   412.556  (meters)    1353.53  (feet) ADJUSTED  
 DG7114  ______________________________________________________________________
 DG7114  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DG7114  DYNAMIC HEIGHT  -        412.585 (meters)     1353.62  (feet) COMP
 DG7114  MODELED GRAVITY -    980,671.9   (mgal)                       NAVD 88
 DG7114
 DG7114  VERT ORDER      -  SECOND    CLASS I
 DG7114
 DG7114.The horizontal coordinates were established by autonomous hand held GPS
 DG7114.observations and have an estimated accuracy of +/- 10 meters.
 DG7114.
 DG7114.The orthometric height was determined by differential leveling and
 DG7114.adjusted in December 2004.
 DG7114
 DG7114.The dynamic height is computed by dividing the NAVD 88
 DG7114.geopotential number by the normal gravity value computed on the
 DG7114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7114.degrees latitude (g = 980.6199 gals.).
 DG7114
 DG7114.The modeled gravity was interpolated from observed gravity values.
 DG7114
 DG7114;                    North         East    Units  Estimated Accuracy
 DG7114;SPC MN C     -   304,074.      679,884.      MT  (+/- 10 meters HH2 GPS)
 DG7114
 DG7114                          SUPERSEDED SURVEY CONTROL
 DG7114
 DG7114.No superseded survey control is available for this station.
 DG7114
 DG7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8458289624(NAD 83)
 DG7114
 DG7114_MARKER: DB = BENCH MARK DISK
 DG7114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7114_SP_SET: BOX CULVERT
 DG7114_STAMPING: 0303 A 1970
 DG7114_MARK LOGO: MNHD  
 DG7114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7114+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7114
 DG7114  HISTORY     - Date     Condition        Report By
 DG7114  HISTORY     - 1970     MONUMENTED       MNHD
 DG7114  HISTORY     - 20001220 GOOD             MNDT
 DG7114
 DG7114                          STATION DESCRIPTION
 DG7114
 DG7114'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7114'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.6 MI (1.0 KM)
 DG7114'EAST OF DETROIT LAKES, AT TH 34 MP 36.95, IN SE COR OF TH 34 BOX
 DG7114'CULVERT AT PELICAN RIVER, 150 FT (45.7 M) WEST OF CO RD 141, 67 FT
 DG7114'(20.4 M) SOUTH OF TH 34, FLUSH, NOT MAGNETIC, AND NOT SUITABLE FOR
 DG7114'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7119 ***********************************************************************
 DG7119  DESIGNATION -  0303 C
 DG7119  PID         -  DG7119
 DG7119  STATE/COUNTY-  MN/BECKER
 DG7119  COUNTRY     -  US
 DG7119  USGS QUAD   -  ROCHERT (1982)
 DG7119
 DG7119                         *CURRENT SURVEY CONTROL
 DG7119  ______________________________________________________________________
 DG7119* NAD 83(1986) POSITION- 46 49 57.4    (N) 095 42 06.5    (W)   HD_HELD2  
 DG7119* NAVD 88 ORTHO HEIGHT -   432.920  (meters)    1420.34  (feet) ADJUSTED  
 DG7119  ______________________________________________________________________
 DG7119  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DG7119  DYNAMIC HEIGHT  -        432.950 (meters)     1420.44  (feet) COMP
 DG7119  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DG7119
 DG7119  VERT ORDER      -  SECOND    CLASS I
 DG7119
 DG7119.The horizontal coordinates were established by autonomous hand held GPS
 DG7119.observations and have an estimated accuracy of +/- 10 meters.
 DG7119.
 DG7119.The orthometric height was determined by differential leveling and
 DG7119.adjusted in December 2004.
 DG7119
 DG7119.The dynamic height is computed by dividing the NAVD 88
 DG7119.geopotential number by the normal gravity value computed on the
 DG7119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7119.degrees latitude (g = 980.6199 gals.).
 DG7119
 DG7119.The modeled gravity was interpolated from observed gravity values.
 DG7119
 DG7119;                    North         East    Units  Estimated Accuracy
 DG7119;SPC MN C     -   304,707.      689,248.      MT  (+/- 10 meters HH2 GPS)
 DG7119
 DG7119                          SUPERSEDED SURVEY CONTROL
 DG7119
 DG7119.No superseded survey control is available for this station.
 DG7119
 DG7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9395790107(NAD 83)
 DG7119
 DG7119_MARKER: DB = BENCH MARK DISK
 DG7119_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG7119_SP_SET: BOX CULVERT
 DG7119_STAMPING: 0303 C 1970
 DG7119_MARK LOGO: MNHD  
 DG7119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7119+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7119
 DG7119  HISTORY     - Date     Condition        Report By
 DG7119  HISTORY     - 1970     MONUMENTED       MNHD
 DG7119  HISTORY     - 20001220 GOOD             MNDT
 DG7119
 DG7119                          STATION DESCRIPTION
 DG7119
 DG7119'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7119'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.5 MI (10.5
 DG7119'KM) EAST OF DETROIT LAKES, 0.6 MI (1.0 KM) WEST OF CO RD 29, AT TH 34
 DG7119'MP 42.9, IN SE COR OF TH 34 BOX CULVERT NO 5928 AT OTTERTAIL RIVER, 50
 DG7119'FT (15.2 M) SOUTH OF TH 34, NO WIT POST, NOT MAGNETIC, AND NOT
 DG7119'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7120 ***********************************************************************
 DG7120  DESIGNATION -  0303 D
 DG7120  PID         -  DG7120
 DG7120  STATE/COUNTY-  MN/BECKER
 DG7120  COUNTRY     -  US
 DG7120  USGS QUAD   -  ROCHERT (1982)
 DG7120
 DG7120                         *CURRENT SURVEY CONTROL
 DG7120  ______________________________________________________________________
 DG7120* NAD 83(1986) POSITION- 46 50 01.8    (N) 095 41 23.6    (W)   HD_HELD2  
 DG7120* NAVD 88 ORTHO HEIGHT -   456.153  (meters)    1496.56  (feet) ADJUSTED  
 DG7120  ______________________________________________________________________
 DG7120  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DG7120  DYNAMIC HEIGHT  -        456.183 (meters)     1496.66  (feet) COMP
 DG7120  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 DG7120
 DG7120  VERT ORDER      -  SECOND    CLASS I
 DG7120
 DG7120.The horizontal coordinates were established by autonomous hand held GPS
 DG7120.observations and have an estimated accuracy of +/- 10 meters.
 DG7120.
 DG7120.The orthometric height was determined by differential leveling and
 DG7120.adjusted in December 2004.
 DG7120
 DG7120.The dynamic height is computed by dividing the NAVD 88
 DG7120.geopotential number by the normal gravity value computed on the
 DG7120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7120.degrees latitude (g = 980.6199 gals.).
 DG7120
 DG7120.The modeled gravity was interpolated from observed gravity values.
 DG7120
 DG7120;                    North         East    Units  Estimated Accuracy
 DG7120;SPC MN C     -   304,827.      690,159.      MT  (+/- 10 meters HH2 GPS)
 DG7120
 DG7120                          SUPERSEDED SURVEY CONTROL
 DG7120
 DG7120.No superseded survey control is available for this station.
 DG7120
 DG7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9487190212(NAD 83)
 DG7120
 DG7120_MARKER: DB = BENCH MARK DISK
 DG7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7120_STAMPING: 0303 D 1970
 DG7120_MARK LOGO: MNHD  
 DG7120_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7120+STABILITY: SURFACE MOTION
 DG7120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7120+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7120
 DG7120  HISTORY     - Date     Condition        Report By
 DG7120  HISTORY     - 1970     MONUMENTED       MNHD
 DG7120  HISTORY     - 20001220 GOOD             MNDT
 DG7120
 DG7120                          STATION DESCRIPTION
 DG7120
 DG7120'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7120'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7 MI (11.3 KM)
 DG7120'EAST OF DETROIT LAKES, 7.0 MI (11.3 KM) EAST ALONG TH 34 FROM JCT OF
 DG7120'TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 43.4, 100 FT (30.5 M)
 DG7120'SOUTH OF TH 34, 137.8 FT (42.0 M) WEST OF CO RD 29, 120.6 FT (36.8 M)
 DG7120'NW OF P-POLE, 1.0 FT (0.3 M) NORTH OF WIT POST, AND SUITABLE FOR GPS
 DG7120'RR SPIKE SET ADJACENT TO MARK MAKES IT MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7115 ***********************************************************************
 DG7115  DESIGNATION -  0303 E
 DG7115  PID         -  DG7115
 DG7115  STATE/COUNTY-  MN/BECKER
 DG7115  COUNTRY     -  US
 DG7115  USGS QUAD   -  DETROIT LAKES (1982)
 DG7115
 DG7115                         *CURRENT SURVEY CONTROL
 DG7115  ______________________________________________________________________
 DG7115* NAD 83(1986) POSITION- 46 49 38.     (N) 095 48 12.     (W)   SCALED    
 DG7115* NAVD 88 ORTHO HEIGHT -   420.768  (meters)    1380.47  (feet) ADJUSTED  
 DG7115  ______________________________________________________________________
 DG7115  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7115  DYNAMIC HEIGHT  -        420.798 (meters)     1380.57  (feet) COMP
 DG7115  MODELED GRAVITY -    980,672.1   (mgal)                       NAVD 88
 DG7115
 DG7115  VERT ORDER      -  SECOND    CLASS I
 DG7115
 DG7115.The horizontal coordinates were scaled from a topographic map and have
 DG7115.an estimated accuracy of +/- 6 seconds.
 DG7115.
 DG7115.The orthometric height was determined by differential leveling and
 DG7115.adjusted in December 2004.
 DG7115
 DG7115.The dynamic height is computed by dividing the NAVD 88
 DG7115.geopotential number by the normal gravity value computed on the
 DG7115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7115.degrees latitude (g = 980.6199 gals.).
 DG7115
 DG7115.The modeled gravity was interpolated from observed gravity values.
 DG7115
 DG7115;                    North         East    Units  Estimated Accuracy
 DG7115;SPC MN C     -   304,260.      681,490.      MT  (+/- 180 meters Scaled)
 DG7115
 DG7115                          SUPERSEDED SURVEY CONTROL
 DG7115
 DG7115.No superseded survey control is available for this station.
 DG7115
 DG7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM861897(NAD 83)
 DG7115
 DG7115_MARKER: DD = SURVEY DISK
 DG7115_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7115_STAMPING: 0303 E 2000
 DG7115_MARK LOGO: MNDT  
 DG7115_PROJECTION: RECESSED 3 CENTIMETERS
 DG7115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7115+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7115_ROD/PIPE-DEPTH: 10.7 meters
 DG7115
 DG7115  HISTORY     - Date     Condition        Report By
 DG7115  HISTORY     - 2000     MONUMENTED       MNDT
 DG7115
 DG7115                          STATION DESCRIPTION
 DG7115
 DG7115'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7115'2 MI (3.2 KM) EAST OF DETROIT LAKES, 2.35 MI (3.78 KM) EAST ALONG TH
 DG7115'34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 37.85,
 DG7115'95.7 FT (29.2 M) NORTH OF TH 34, 4.3 FT (1.3 M) SOUTH OF FENCE, 2.5 FT
 DG7115'(0.8 M) SOUTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS, RECESSED 1
 DG7115'INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7117 ***********************************************************************
 DG7117  DESIGNATION -  0303 F
 DG7117  PID         -  DG7117
 DG7117  STATE/COUNTY-  MN/BECKER
 DG7117  COUNTRY     -  US
 DG7117  USGS QUAD   -  DETROIT LAKES (1982)
 DG7117
 DG7117                         *CURRENT SURVEY CONTROL
 DG7117  ______________________________________________________________________
 DG7117* NAD 83(1986) POSITION- 46 49 51.     (N) 095 45 46.     (W)   SCALED    
 DG7117* NAVD 88 ORTHO HEIGHT -   457.132  (meters)    1499.77  (feet) ADJUSTED  
 DG7117  ______________________________________________________________________
 DG7117  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7117  DYNAMIC HEIGHT  -        457.165 (meters)     1499.88  (feet) COMP
 DG7117  MODELED GRAVITY -    980,671.4   (mgal)                       NAVD 88
 DG7117
 DG7117  VERT ORDER      -  SECOND    CLASS I
 DG7117
 DG7117.The horizontal coordinates were scaled from a topographic map and have
 DG7117.an estimated accuracy of +/- 6 seconds.
 DG7117.
 DG7117.The orthometric height was determined by differential leveling and
 DG7117.adjusted in December 2004.
 DG7117
 DG7117.The dynamic height is computed by dividing the NAVD 88
 DG7117.geopotential number by the normal gravity value computed on the
 DG7117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7117.degrees latitude (g = 980.6199 gals.).
 DG7117
 DG7117.The modeled gravity was interpolated from observed gravity values.
 DG7117
 DG7117;                    North         East    Units  Estimated Accuracy
 DG7117;SPC MN C     -   304,600.      684,590.      MT  (+/- 180 meters Scaled)
 DG7117
 DG7117                          SUPERSEDED SURVEY CONTROL
 DG7117
 DG7117.No superseded survey control is available for this station.
 DG7117
 DG7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM893900(NAD 83)
 DG7117
 DG7117_MARKER: DD = SURVEY DISK
 DG7117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7117_STAMPING: 0303 F 2000
 DG7117_MARK LOGO: MNDT  
 DG7117_PROJECTION: RECESSED 3 CENTIMETERS
 DG7117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7117+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7117_ROD/PIPE-DEPTH:  9.1 meters
 DG7117
 DG7117  HISTORY     - Date     Condition        Report By
 DG7117  HISTORY     - 2000     MONUMENTED       MNDT
 DG7117
 DG7117                          STATION DESCRIPTION
 DG7117
 DG7117'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7117'4.5 MI (7.2 KM) EAST OF DETROIT LAKES, 4.6 MI (7.4 KM) EAST ALONG TH
 DG7117'34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 40.1, 89
 DG7117'FT (27.1 M) NORTH OF TH 34, 27 FT (8.2 M) SOUTH OF ROAD, 2.2 FT (0.7
 DG7117'M) NORTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7118 ***********************************************************************
 DG7118  DESIGNATION -  0303 G
 DG7118  PID         -  DG7118
 DG7118  STATE/COUNTY-  MN/BECKER
 DG7118  COUNTRY     -  US
 DG7118  USGS QUAD   -  ROCHERT (1982)
 DG7118
 DG7118                         *CURRENT SURVEY CONTROL
 DG7118  ______________________________________________________________________
 DG7118* NAD 83(1986) POSITION- 46 49 54.     (N) 095 43 22.     (W)   SCALED    
 DG7118* NAVD 88 ORTHO HEIGHT -   451.809  (meters)    1482.31  (feet) ADJUSTED  
 DG7118  ______________________________________________________________________
 DG7118  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DG7118  DYNAMIC HEIGHT  -        451.842 (meters)     1482.42  (feet) COMP
 DG7118  MODELED GRAVITY -    980,672.2   (mgal)                       NAVD 88
 DG7118
 DG7118  VERT ORDER      -  SECOND    CLASS I
 DG7118
 DG7118.The horizontal coordinates were scaled from a topographic map and have
 DG7118.an estimated accuracy of +/- 6 seconds.
 DG7118.
 DG7118.The orthometric height was determined by differential leveling and
 DG7118.adjusted in December 2004.
 DG7118
 DG7118.The dynamic height is computed by dividing the NAVD 88
 DG7118.geopotential number by the normal gravity value computed on the
 DG7118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7118.degrees latitude (g = 980.6199 gals.).
 DG7118
 DG7118.The modeled gravity was interpolated from observed gravity values.
 DG7118
 DG7118;                    North         East    Units  Estimated Accuracy
 DG7118;SPC MN C     -   304,630.      687,650.      MT  (+/- 180 meters Scaled)
 DG7118
 DG7118                          SUPERSEDED SURVEY CONTROL
 DG7118
 DG7118.No superseded survey control is available for this station.
 DG7118
 DG7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM923900(NAD 83)
 DG7118
 DG7118_MARKER: DD = SURVEY DISK
 DG7118_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7118_STAMPING: 0303 G 2000
 DG7118_MARK LOGO: MNDT  
 DG7118_PROJECTION: RECESSED 3 CENTIMETERS
 DG7118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7118+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7118_ROD/PIPE-DEPTH:  9.1 meters
 DG7118
 DG7118  HISTORY     - Date     Condition        Report By
 DG7118  HISTORY     - 2000     MONUMENTED       MNDT
 DG7118
 DG7118                          STATION DESCRIPTION
 DG7118
 DG7118'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7118'6.0 MI (9.7 KM) EAST OF DETROIT LAKES, 6.3 MI (10.1 KM) EAST ALONG TH
 DG7118'34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 41.8, 78
 DG7118'FT (23.8 M) NORTH OF TH 34, 89 FT (27.1 M) EAST OF DRIVEWAY, 72 FT
 DG7118'(21.9 M) SSW OF P-POLE, 2.2 FT (0.7 M) NORTH OF WIT POST, MAGNETIC,
 DG7118'SUITABLE FOR GPS, AND RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7121 ***********************************************************************
 DG7121  DESIGNATION -  0303 H
 DG7121  PID         -  DG7121
 DG7121  STATE/COUNTY-  MN/BECKER
 DG7121  COUNTRY     -  US
 DG7121  USGS QUAD   -  ROCHERT (1982)
 DG7121
 DG7121                         *CURRENT SURVEY CONTROL
 DG7121  ______________________________________________________________________
 DG7121* NAD 83(1986) POSITION- 46 50 08.     (N) 095 40 25.     (W)   SCALED    
 DG7121* NAVD 88 ORTHO HEIGHT -   473.145  (meters)    1552.31  (feet) ADJUSTED  
 DG7121  ______________________________________________________________________
 DG7121  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG7121  DYNAMIC HEIGHT  -        473.175 (meters)     1552.41  (feet) COMP
 DG7121  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 DG7121
 DG7121  VERT ORDER      -  SECOND    CLASS I
 DG7121
 DG7121.The horizontal coordinates were scaled from a topographic map and have
 DG7121.an estimated accuracy of +/- 6 seconds.
 DG7121.
 DG7121.The orthometric height was determined by differential leveling and
 DG7121.adjusted in December 2004.
 DG7121
 DG7121.The dynamic height is computed by dividing the NAVD 88
 DG7121.geopotential number by the normal gravity value computed on the
 DG7121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7121.degrees latitude (g = 980.6199 gals.).
 DG7121
 DG7121.The modeled gravity was interpolated from observed gravity values.
 DG7121
 DG7121;                    North         East    Units  Estimated Accuracy
 DG7121;SPC MN C     -   305,000.      691,400.      MT  (+/- 180 meters Scaled)
 DG7121
 DG7121                          SUPERSEDED SURVEY CONTROL
 DG7121
 DG7121.No superseded survey control is available for this station.
 DG7121
 DG7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM961903(NAD 83)
 DG7121
 DG7121_MARKER: DD = SURVEY DISK
 DG7121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7121_STAMPING: 0303 H 2000
 DG7121_MARK LOGO: MNDT  
 DG7121_PROJECTION: FLUSH
 DG7121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7121+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7121_ROD/PIPE-DEPTH: 10.7 meters
 DG7121
 DG7121  HISTORY     - Date     Condition        Report By
 DG7121  HISTORY     - 2000     MONUMENTED       MNDT
 DG7121
 DG7121                          STATION DESCRIPTION
 DG7121
 DG7121'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7121'8.5 MI (13.7 KM) EAST OF DETROIT LAKES, 8.75 MI (14.08 KM) EAST ALONG
 DG7121'TH 34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 44.25,
 DG7121'72.5 FT (22.1 M) NORTH OF TH 34, 5.6 FT (1.7 M) SOUTH OF FENCE, 2.0 FT
 DG7121'(0.6 M) SOUTH OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7122 ***********************************************************************
 DG7122  DESIGNATION -  0303 J
 DG7122  PID         -  DG7122
 DG7122  STATE/COUNTY-  MN/BECKER
 DG7122  COUNTRY     -  US
 DG7122  USGS QUAD   -  ROCHERT (1982)
 DG7122
 DG7122                         *CURRENT SURVEY CONTROL
 DG7122  ______________________________________________________________________
 DG7122* NAD 83(1986) POSITION- 46 50 31.     (N) 095 38 05.     (W)   SCALED    
 DG7122* NAVD 88 ORTHO HEIGHT -   476.582  (meters)    1563.59  (feet) ADJUSTED  
 DG7122  ______________________________________________________________________
 DG7122  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG7122  DYNAMIC HEIGHT  -        476.610 (meters)     1563.68  (feet) COMP
 DG7122  MODELED GRAVITY -    980,657.4   (mgal)                       NAVD 88
 DG7122
 DG7122  VERT ORDER      -  SECOND    CLASS I
 DG7122
 DG7122.The horizontal coordinates were scaled from a topographic map and have
 DG7122.an estimated accuracy of +/- 6 seconds.
 DG7122.
 DG7122.The orthometric height was determined by differential leveling and
 DG7122.adjusted in December 2004.
 DG7122
 DG7122.The dynamic height is computed by dividing the NAVD 88
 DG7122.geopotential number by the normal gravity value computed on the
 DG7122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7122.degrees latitude (g = 980.6199 gals.).
 DG7122
 DG7122.The modeled gravity was interpolated from observed gravity values.
 DG7122
 DG7122;                    North         East    Units  Estimated Accuracy
 DG7122;SPC MN C     -   305,650.      694,380.      MT  (+/- 180 meters Scaled)
 DG7122
 DG7122                          SUPERSEDED SURVEY CONTROL
 DG7122
 DG7122.No superseded survey control is available for this station.
 DG7122
 DG7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM991909(NAD 83)
 DG7122
 DG7122_MARKER: DD = SURVEY DISK
 DG7122_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7122_STAMPING: 0303 J 2000
 DG7122_MARK LOGO: MNDT  
 DG7122_PROJECTION: RECESSED 3 CENTIMETERS
 DG7122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7122+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7122_ROD/PIPE-DEPTH:  7.6 meters
 DG7122
 DG7122  HISTORY     - Date     Condition        Report By
 DG7122  HISTORY     - 2000     MONUMENTED       MNDT
 DG7122
 DG7122                          STATION DESCRIPTION
 DG7122
 DG7122'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7122'10.5 MI (16.9 KM) EAST OF DETROIT LAKES, 10.6 MI (17.1 KM) EAST ALONG
 DG7122'TH 34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 46.1,
 DG7122'70 FT (21.3 M) SOUTH OF TH 34, 65 FT (19.8 M) WEST OF ENT, 2.0 FT (0.6
 DG7122'M) NORTH OF WIT POST, MAGNETIC, SUTIABLE FOR GPS, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7123 ***********************************************************************
 DG7123  DESIGNATION -  0303 K
 DG7123  PID         -  DG7123
 DG7123  STATE/COUNTY-  MN/BECKER
 DG7123  COUNTRY     -  US
 DG7123  USGS QUAD   -  TOAD MOUNTAIN (1982)
 DG7123
 DG7123                         *CURRENT SURVEY CONTROL
 DG7123  ______________________________________________________________________
 DG7123* NAD 83(1986) POSITION- 46 52 12.     (N) 095 34 56.     (W)   SCALED    
 DG7123* NAVD 88 ORTHO HEIGHT -   445.339  (meters)    1461.08  (feet) ADJUSTED  
 DG7123  ______________________________________________________________________
 DG7123  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DG7123  DYNAMIC HEIGHT  -        445.368 (meters)     1461.18  (feet) COMP
 DG7123  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DG7123
 DG7123  VERT ORDER      -  SECOND    CLASS I
 DG7123
 DG7123.The horizontal coordinates were scaled from a topographic map and have
 DG7123.an estimated accuracy of +/- 6 seconds.
 DG7123.
 DG7123.The orthometric height was determined by differential leveling and
 DG7123.adjusted in December 2004.
 DG7123
 DG7123.The dynamic height is computed by dividing the NAVD 88
 DG7123.geopotential number by the normal gravity value computed on the
 DG7123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7123.degrees latitude (g = 980.6199 gals.).
 DG7123
 DG7123.The modeled gravity was interpolated from observed gravity values.
 DG7123
 DG7123;                    North         East    Units  Estimated Accuracy
 DG7123;SPC MN C     -   308,700.      698,440.      MT  (+/- 180 meters Scaled)
 DG7123
 DG7123                          SUPERSEDED SURVEY CONTROL
 DG7123
 DG7123.No superseded survey control is available for this station.
 DG7123
 DG7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM032939(NAD 83)
 DG7123
 DG7123_MARKER: DD = SURVEY DISK
 DG7123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7123_STAMPING: 0303 K 2000
 DG7123_MARK LOGO: MNDT  
 DG7123_PROJECTION: RECESSED 5 CENTIMETERS
 DG7123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7123+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7123_ROD/PIPE-DEPTH: 24.4 meters
 DG7123
 DG7123  HISTORY     - Date     Condition        Report By
 DG7123  HISTORY     - 2000     MONUMENTED       MNDT
 DG7123
 DG7123                          STATION DESCRIPTION
 DG7123
 DG7123'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7123'13.5 MI (21.7 KM) EAST OF DETROIT LAKES, 13.8 MI (22.2 KM) EAST ALONG
 DG7123'TH 34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP 49.3,
 DG7123'57 FT (17.4 M) NNW OF TH 34, 49 FT (14.9 M) WEST OF H-O-L FRONTAGE
 DG7123'ROAD, 23 FT (7.0 M) SOUTH OF ROAD, 2.2 FT (0.7 M) WEST OF WIT POST,
 DG7123'MAGNETIC, SUITABLE FOR GPS, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7124 ***********************************************************************
 DG7124  DESIGNATION -  0303 L
 DG7124  PID         -  DG7124
 DG7124  STATE/COUNTY-  MN/BECKER
 DG7124  COUNTRY     -  US
 DG7124  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DG7124
 DG7124                         *CURRENT SURVEY CONTROL
 DG7124  ______________________________________________________________________
 DG7124* NAD 83(1986) POSITION- 46 52 52.     (N) 095 32 32.     (W)   SCALED    
 DG7124* NAVD 88 ORTHO HEIGHT -   459.535  (meters)    1507.66  (feet) ADJUSTED  
 DG7124  ______________________________________________________________________
 DG7124  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG7124  DYNAMIC HEIGHT  -        459.563 (meters)     1507.75  (feet) COMP
 DG7124  MODELED GRAVITY -    980,661.8   (mgal)                       NAVD 88
 DG7124
 DG7124  VERT ORDER      -  SECOND    CLASS I
 DG7124
 DG7124.The horizontal coordinates were scaled from a topographic map and have
 DG7124.an estimated accuracy of +/- 6 seconds.
 DG7124.
 DG7124.The orthometric height was determined by differential leveling and
 DG7124.adjusted in December 2004.
 DG7124
 DG7124.Photographs are available for this station.
 DG7124
 DG7124.The dynamic height is computed by dividing the NAVD 88
 DG7124.geopotential number by the normal gravity value computed on the
 DG7124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7124.degrees latitude (g = 980.6199 gals.).
 DG7124
 DG7124.The modeled gravity was interpolated from observed gravity values.
 DG7124
 DG7124;                    North         East    Units  Estimated Accuracy
 DG7124;SPC MN C     -   309,890.      701,510.      MT  (+/- 180 meters Scaled)
 DG7124
 DG7124                          SUPERSEDED SURVEY CONTROL
 DG7124
 DG7124.No superseded survey control is available for this station.
 DG7124
 DG7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM063950(NAD 83)
 DG7124
 DG7124_MARKER: DD = SURVEY DISK
 DG7124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7124_STAMPING: 0303 L 2000
 DG7124_MARK LOGO: MNDT  
 DG7124_PROJECTION: FLUSH
 DG7124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7124+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 DG7124_ROD/PIPE-DEPTH: 10.7 meters
 DG7124
 DG7124  HISTORY     - Date     Condition        Report By
 DG7124  HISTORY     - 2000     MONUMENTED       MNDT
 DG7124  HISTORY     - 20050502 GOOD             MNDT
 DG7124
 DG7124                          STATION DESCRIPTION
 DG7124
 DG7124'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7124'15.5 MI (24.9 KM) EAST OF DETROIT LAKES, 15.95 MI (25.67 KM) EAST
 DG7124'ALONG TH 34 FROM JCT OF TH 34 AND TH 59 IN DETROIT LAKES, AT TH 34 MP
 DG7124'51.45, 99.5 FT (30.3 M) NNW OF TH 34, 27 FT (8.2 M) WEST OF 410TH AVE,
 DG7124'6 FT (1.8 M) SOUTH OF P-POLE, 64.5 FT (19.7 M) NE OF CABLE MARKER, 2.4
 DG7124'FT (0.7 M) NORTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS, FLUSH.
 DG7124
 DG7124                          STATION RECOVERY (2005)
 DG7124
 DG7124'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7124'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7125 ***********************************************************************
 DG7125  DESIGNATION -  0303 M
 DG7125  PID         -  DG7125
 DG7125  STATE/COUNTY-  MN/BECKER
 DG7125  COUNTRY     -  US
 DG7125  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DG7125
 DG7125                         *CURRENT SURVEY CONTROL
 DG7125  ______________________________________________________________________
 DG7125* NAD 83(1986) POSITION- 46 52 59.     (N) 095 31 48.     (W)   SCALED    
 DG7125* NAVD 88 ORTHO HEIGHT -   464.039  (meters)    1522.43  (feet) ADJUSTED  
 DG7125  ______________________________________________________________________
 DG7125  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG7125  DYNAMIC HEIGHT  -        464.069 (meters)     1522.53  (feet) COMP
 DG7125  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 DG7125
 DG7125  VERT ORDER      -  SECOND    CLASS I
 DG7125
 DG7125.The horizontal coordinates were scaled from a topographic map and have
 DG7125.an estimated accuracy of +/- 6 seconds.
 DG7125.
 DG7125.The orthometric height was determined by differential leveling and
 DG7125.adjusted in December 2004.
 DG7125
 DG7125.Photographs are available for this station.
 DG7125
 DG7125.The dynamic height is computed by dividing the NAVD 88
 DG7125.geopotential number by the normal gravity value computed on the
 DG7125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7125.degrees latitude (g = 980.6199 gals.).
 DG7125
 DG7125.The modeled gravity was interpolated from observed gravity values.
 DG7125
 DG7125;                    North         East    Units  Estimated Accuracy
 DG7125;SPC MN C     -   310,090.      702,440.      MT  (+/- 180 meters Scaled)
 DG7125
 DG7125                          SUPERSEDED SURVEY CONTROL
 DG7125
 DG7125.No superseded survey control is available for this station.
 DG7125
 DG7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM072952(NAD 83)
 DG7125
 DG7125_MARKER: DD = SURVEY DISK
 DG7125_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7125_STAMPING: 0303 M 2000
 DG7125_MARK LOGO: MNDT  
 DG7125_PROJECTION: RECESSED 3 CENTIMETERS
 DG7125_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7125+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 DG7125_ROD/PIPE-DEPTH:  7.6 meters
 DG7125
 DG7125  HISTORY     - Date     Condition        Report By
 DG7125  HISTORY     - 2000     MONUMENTED       MNDT
 DG7125  HISTORY     - 20050502 GOOD             MNDT
 DG7125
 DG7125                          STATION DESCRIPTION
 DG7125
 DG7125'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7125'13.0 MI (20.9 KM) WEST OF OSAGE AT PUBLIC ACCESS TO SIVERSTON LAKE,
 DG7125'12.9 MI (20.8 KM) WEST ALONG TH 34 FROM JCT OF TH 34 AND TH 225 (0.5
 DG7125'MI WEST OF OSAGE,) TO TH 34 MP 52.10, 2.5 FT (0.8 M) WEST OF WIT POST,
 DG7125'MAGNETIC.
 DG7125
 DG7125                          STATION RECOVERY (2005)
 DG7125
 DG7125'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7125'RECOVERED AS DESCRIBED.  NEW ADDITIONS - 88 FEET SOUTH OF TRUNK
 DG7125'HIGHWAY 34, 63 FEET EAST OF ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8213 ***********************************************************************
 DI8213  DESIGNATION -  0303 M 1
 DI8213  PID         -  DI8213
 DI8213  STATE/COUNTY-  MN/BECKER
 DI8213  COUNTRY     -  US
 DI8213  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DI8213
 DI8213                         *CURRENT SURVEY CONTROL
 DI8213  ______________________________________________________________________
 DI8213* NAD 83(1986) POSITION- 46 53 50.7    (N) 095 31 09.9    (W)   HD_HELD2  
 DI8213* NAVD 88 ORTHO HEIGHT -   469.616  (meters)    1540.73  (feet) ADJUSTED  
 DI8213  ______________________________________________________________________
 DI8213  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DI8213  DYNAMIC HEIGHT  -        469.648 (meters)     1540.84  (feet) COMP
 DI8213  MODELED GRAVITY -    980,666.9   (mgal)                       NAVD 88
 DI8213
 DI8213  VERT ORDER      -  SECOND    CLASS I
 DI8213
 DI8213.The horizontal coordinates were established by autonomous hand held GPS
 DI8213.observations and have an estimated accuracy of +/- 10 meters.
 DI8213.
 DI8213.The orthometric height was determined by differential leveling and
 DI8213.adjusted in October 2007.
 DI8213
 DI8213.No vertical observational check was made to the station.
 DI8213
 DI8213.Photographs are available for this station.
 DI8213
 DI8213.The dynamic height is computed by dividing the NAVD 88
 DI8213.geopotential number by the normal gravity value computed on the
 DI8213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8213.degrees latitude (g = 980.6199 gals.).
 DI8213
 DI8213.The modeled gravity was interpolated from observed gravity values.
 DI8213
 DI8213;                    North         East    Units  Estimated Accuracy
 DI8213;SPC MN C     -   311,671.      703,276.      MT  (+/- 10 meters HH2 GPS)
 DI8213
 DI8213                          SUPERSEDED SURVEY CONTROL
 DI8213
 DI8213.No superseded survey control is available for this station.
 DI8213
 DI8213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0809796846(NAD 83)
 DI8213
 DI8213_MARKER: DD = SURVEY DISK
 DI8213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8213_STAMPING: 0303 M 1 2005
 DI8213_MARK LOGO: MNDT  
 DI8213_PROJECTION: RECESSED 8 CENTIMETERS
 DI8213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8213+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8213_ROD/PIPE-DEPTH:  9.1 meters
 DI8213
 DI8213  HISTORY     - Date     Condition        Report By
 DI8213  HISTORY     - 2005     MONUMENTED       MNDT
 DI8213
 DI8213                          STATION DESCRIPTION
 DI8213
 DI8213'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8213'17.5 MILES EAST-NORTHEAST OF DETROIT LAKES, 16.40 MILES EAST-NORTHEAST
 DI8213'ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 DI8213'HIGHWAY 59 IN DETROIT LAKES, TO TRUNK HIGHWAY 34 MILEPOINT 51.70, THEN
 DI8213'1.45 MILES NORTHEAST ON COUNTY ROAD 37, 64.6 FEET NORTHWEST OF COUNTY
 DI8213'ROAD 37, 57.4 FEET SOUTHWEST OF POWERPOLE, 1.5 FEET SOUTHEAST OF
 DI8213'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8214 ***********************************************************************
 DI8214  DESIGNATION -  0303 M 2
 DI8214  PID         -  DI8214
 DI8214  STATE/COUNTY-  MN/BECKER
 DI8214  COUNTRY     -  US
 DI8214  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DI8214
 DI8214                         *CURRENT SURVEY CONTROL
 DI8214  ______________________________________________________________________
 DI8214* NAD 83(1986) POSITION- 46 55 02.2    (N) 095 30 27.7    (W)   HD_HELD2  
 DI8214* NAVD 88 ORTHO HEIGHT -   485.136  (meters)    1591.65  (feet) ADJUSTED  
 DI8214  ______________________________________________________________________
 DI8214  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DI8214  DYNAMIC HEIGHT  -        485.172 (meters)     1591.77  (feet) COMP
 DI8214  MODELED GRAVITY -    980,671.5   (mgal)                       NAVD 88
 DI8214
 DI8214  VERT ORDER      -  SECOND    CLASS I
 DI8214
 DI8214.The horizontal coordinates were established by autonomous hand held GPS
 DI8214.observations and have an estimated accuracy of +/- 10 meters.
 DI8214.
 DI8214.The orthometric height was determined by differential leveling and
 DI8214.adjusted in October 2007.
 DI8214
 DI8214.No vertical observational check was made to the station.
 DI8214
 DI8214.Photographs are available for this station.
 DI8214
 DI8214.The dynamic height is computed by dividing the NAVD 88
 DI8214.geopotential number by the normal gravity value computed on the
 DI8214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8214.degrees latitude (g = 980.6199 gals.).
 DI8214
 DI8214.The modeled gravity was interpolated from observed gravity values.
 DI8214
 DI8214;                    North         East    Units  Estimated Accuracy
 DI8214;SPC MN C     -   313,865.      704,204.      MT  (+/- 10 meters HH2 GPS)
 DI8214
 DI8214                          SUPERSEDED SURVEY CONTROL
 DI8214
 DI8214.No superseded survey control is available for this station.
 DI8214
 DI8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0906199024(NAD 83)
 DI8214
 DI8214_MARKER: DD = SURVEY DISK
 DI8214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8214_STAMPING: 0303 M 2 2005
 DI8214_MARK LOGO: MNDT  
 DI8214_PROJECTION: RECESSED 8 CENTIMETERS
 DI8214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8214+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8214_ROD/PIPE-DEPTH:  7.6 meters
 DI8214
 DI8214  HISTORY     - Date     Condition        Report By
 DI8214  HISTORY     - 2005     MONUMENTED       MNDT
 DI8214
 DI8214                          STATION DESCRIPTION
 DI8214
 DI8214'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8214'18.5 MILES EAST-NORTHEAST OF DETROIT LAKES, 16.40 MILES EAST-NORTHEAST
 DI8214'ALONG TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59, TO TRUNK HIGHWAY 34
 DI8214'MILEPOST 51.70, THEN 3.0 MILES NORTHEAST ON COUNTY ROAD 37, 49.6 FEET
 DI8214'NORTHWEST OF COUNTY ROAD 37, 26.9 FEET NORTHEAST OF ENTRANCE, 4.8 FEET
 DI8214'SOUTHEAST OF FENCE, 4.5 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8215 ***********************************************************************
 DI8215  DESIGNATION -  0303 M 3
 DI8215  PID         -  DI8215
 DI8215  STATE/COUNTY-  MN/BECKER
 DI8215  COUNTRY     -  US
 DI8215  USGS QUAD   -  PONSFORD (1980)
 DI8215
 DI8215                         *CURRENT SURVEY CONTROL
 DI8215  ______________________________________________________________________
 DI8215* NAD 83(1986) POSITION- 46 56 18.6    (N) 095 29 15.7    (W)   HD_HELD2  
 DI8215* NAVD 88 ORTHO HEIGHT -   471.474  (meters)    1546.83  (feet) ADJUSTED  
 DI8215  ______________________________________________________________________
 DI8215  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DI8215  DYNAMIC HEIGHT  -        471.512 (meters)     1546.95  (feet) COMP
 DI8215  MODELED GRAVITY -    980,677.9   (mgal)                       NAVD 88
 DI8215
 DI8215  VERT ORDER      -  SECOND    CLASS I
 DI8215
 DI8215.The horizontal coordinates were established by autonomous hand held GPS
 DI8215.observations and have an estimated accuracy of +/- 10 meters.
 DI8215.
 DI8215.The orthometric height was determined by differential leveling and
 DI8215.adjusted in October 2007.
 DI8215
 DI8215.No vertical observational check was made to the station.
 DI8215
 DI8215.Photographs are available for this station.
 DI8215
 DI8215.The dynamic height is computed by dividing the NAVD 88
 DI8215.geopotential number by the normal gravity value computed on the
 DI8215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8215.degrees latitude (g = 980.6199 gals.).
 DI8215
 DI8215.The modeled gravity was interpolated from observed gravity values.
 DI8215
 DI8215;                    North         East    Units  Estimated Accuracy
 DI8215;SPC MN C     -   316,200.      705,764.      MT  (+/- 10 meters HH2 GPS)
 DI8215
 DI8215                          SUPERSEDED SURVEY CONTROL
 DI8215
 DI8215.No superseded survey control is available for this station.
 DI8215
 DI8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1065801333(NAD 83)
 DI8215
 DI8215_MARKER: DD = SURVEY DISK
 DI8215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8215_STAMPING: 0303 M 3 2005
 DI8215_MARK LOGO: MNDT  
 DI8215_PROJECTION: RECESSED 8 CENTIMETERS
 DI8215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8215+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8215_ROD/PIPE-DEPTH:  7.6 meters
 DI8215
 DI8215  HISTORY     - Date     Condition        Report By
 DI8215  HISTORY     - 2005     MONUMENTED       MNDT
 DI8215
 DI8215                          STATION DESCRIPTION
 DI8215
 DI8215'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8215'5.5 MILES SOUTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26
 DI8215'FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN
 DI8215'PONSFORD, THEN 2.25 MILES SOUTHERLY ON COUNTY ROAD 37, ON WEST SIDE OF
 DI8215'SHELL LAKE, 58.8 FEET WEST-NORTHWEST OF COUNTY ROAD 37, 80 FEET
 DI8215'NORTH-NORTHEAST OF DRIVEWAY NUMBER 25350, 1.5 FEET EAST-SOUTHEAST OF
 DI8215'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8216 ***********************************************************************
 DI8216  DESIGNATION -  0303 M 4
 DI8216  PID         -  DI8216
 DI8216  STATE/COUNTY-  MN/BECKER
 DI8216  COUNTRY     -  US
 DI8216  USGS QUAD   -  PONSFORD (1980)
 DI8216
 DI8216                         *CURRENT SURVEY CONTROL
 DI8216  ______________________________________________________________________
 DI8216* NAD 83(1986) POSITION- 46 57 21.6    (N) 095 28 24.6    (W)   HD_HELD2  
 DI8216* NAVD 88 ORTHO HEIGHT -   464.156  (meters)    1522.82  (feet) ADJUSTED  
 DI8216  ______________________________________________________________________
 DI8216  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DI8216  DYNAMIC HEIGHT  -        464.194 (meters)     1522.94  (feet) COMP
 DI8216  MODELED GRAVITY -    980,681.3   (mgal)                       NAVD 88
 DI8216
 DI8216  VERT ORDER      -  SECOND    CLASS I
 DI8216
 DI8216.The horizontal coordinates were established by autonomous hand held GPS
 DI8216.observations and have an estimated accuracy of +/- 10 meters.
 DI8216.
 DI8216.The orthometric height was determined by differential leveling and
 DI8216.adjusted in October 2007.
 DI8216
 DI8216.No vertical observational check was made to the station.
 DI8216
 DI8216.Photographs are available for this station.
 DI8216
 DI8216.The dynamic height is computed by dividing the NAVD 88
 DI8216.geopotential number by the normal gravity value computed on the
 DI8216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8216.degrees latitude (g = 980.6199 gals.).
 DI8216
 DI8216.The modeled gravity was interpolated from observed gravity values.
 DI8216
 DI8216;                    North         East    Units  Estimated Accuracy
 DI8216;SPC MN C     -   318,128.      706,875.      MT  (+/- 10 meters HH2 GPS)
 DI8216
 DI8216                          SUPERSEDED SURVEY CONTROL
 DI8216
 DI8216.No superseded survey control is available for this station.
 DI8216
 DI8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1180003244(NAD 83)
 DI8216
 DI8216_MARKER: DD = SURVEY DISK
 DI8216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8216_STAMPING: 0303 M 4 2005
 DI8216_MARK LOGO: MNDT  
 DI8216_PROJECTION: RECESSED 8 CENTIMETERS
 DI8216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8216+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8216_ROD/PIPE-DEPTH: 18.3 meters
 DI8216
 DI8216  HISTORY     - Date     Condition        Report By
 DI8216  HISTORY     - 2005     MONUMENTED       MNDT
 DI8216
 DI8216                          STATION DESCRIPTION
 DI8216
 DI8216'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8216'5.0 MILES WEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26 FROM
 DI8216'THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN PONSFORD,
 DI8216'THEN 1.70 MILES SOUTHERLY ON COUNTY ROAD 37, 51.3 FEET NORTH-NORTHWEST
 DI8216'OF COUNTY ROAD 37, 64.9 FEET EAST-NORTHEAST OF POWER POLE, 1.7 FEET
 DI8216'SOUTH-SOUTHEAST OF FENCE, 1.5 FEET EAST-NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8217 ***********************************************************************
 DI8217  DESIGNATION -  0303 M 5
 DI8217  PID         -  DI8217
 DI8217  STATE/COUNTY-  MN/BECKER
 DI8217  COUNTRY     -  US
 DI8217  USGS QUAD   -  PONSFORD (1980)
 DI8217
 DI8217                         *CURRENT SURVEY CONTROL
 DI8217  ______________________________________________________________________
 DI8217* NAD 83(1986) POSITION- 46 58 09.9    (N) 095 27 24.2    (W)   HD_HELD2  
 DI8217* NAVD 88 ORTHO HEIGHT -   473.622  (meters)    1553.87  (feet) ADJUSTED  
 DI8217  ______________________________________________________________________
 DI8217  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DI8217  DYNAMIC HEIGHT  -        473.662 (meters)     1554.01  (feet) COMP
 DI8217  MODELED GRAVITY -    980,682.8   (mgal)                       NAVD 88
 DI8217
 DI8217  VERT ORDER      -  SECOND    CLASS I
 DI8217
 DI8217.The horizontal coordinates were established by autonomous hand held GPS
 DI8217.observations and have an estimated accuracy of +/- 10 meters.
 DI8217.
 DI8217.The orthometric height was determined by differential leveling and
 DI8217.adjusted in October 2007.
 DI8217
 DI8217.No vertical observational check was made to the station.
 DI8217
 DI8217.Photographs are available for this station.
 DI8217
 DI8217.The dynamic height is computed by dividing the NAVD 88
 DI8217.geopotential number by the normal gravity value computed on the
 DI8217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8217.degrees latitude (g = 980.6199 gals.).
 DI8217
 DI8217.The modeled gravity was interpolated from observed gravity values.
 DI8217
 DI8217;                    North         East    Units  Estimated Accuracy
 DI8217;SPC MN C     -   319,600.      708,174.      MT  (+/- 10 meters HH2 GPS)
 DI8217
 DI8217                          SUPERSEDED SURVEY CONTROL
 DI8217
 DI8217.No superseded survey control is available for this station.
 DI8217
 DI8217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1312304695(NAD 83)
 DI8217
 DI8217_MARKER: DD = SURVEY DISK
 DI8217_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8217_STAMPING: 0303 M 5 2005
 DI8217_MARK LOGO: MNDT  
 DI8217_PROJECTION: RECESSED 5 CENTIMETERS
 DI8217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8217+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8217_ROD/PIPE-DEPTH: 16.8 meters
 DI8217
 DI8217  HISTORY     - Date     Condition        Report By
 DI8217  HISTORY     - 2005     MONUMENTED       MNDT
 DI8217
 DI8217                          STATION DESCRIPTION
 DI8217
 DI8217'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8217'3.5 MILES WEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26 FROM
 DI8217'THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN PONSFORD,
 DI8217'59.6 FEET WEST OF COUNTY ROAD 37, 63.9 FEET NORTH OF COUNTY ROAD 26,
 DI8217'7.2 FEET WEST-NORTHWEST OF TELEPHONE PEDESTAL, 1.5 FEET SOUTH OF
 DI8217'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8219 ***********************************************************************
 DI8219  DESIGNATION -  0303 M 6
 DI8219  PID         -  DI8219
 DI8219  STATE/COUNTY-  MN/BECKER
 DI8219  COUNTRY     -  US
 DI8219  USGS QUAD   -  PONSFORD (1980)
 DI8219
 DI8219                         *CURRENT SURVEY CONTROL
 DI8219  ______________________________________________________________________
 DI8219* NAD 83(1986) POSITION- 46 59 23.4    (N) 095 29 53.5    (W)   HD_HELD2  
 DI8219* NAVD 88 ORTHO HEIGHT -   469.616  (meters)    1540.73  (feet) ADJUSTED  
 DI8219  ______________________________________________________________________
 DI8219  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DI8219  DYNAMIC HEIGHT  -        469.657 (meters)     1540.87  (feet) COMP
 DI8219  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DI8219
 DI8219  VERT ORDER      -  SECOND    CLASS I
 DI8219
 DI8219.The horizontal coordinates were established by autonomous hand held GPS
 DI8219.observations and have an estimated accuracy of +/- 10 meters.
 DI8219.
 DI8219.The orthometric height was determined by differential leveling and
 DI8219.adjusted in October 2007.
 DI8219
 DI8219.No vertical observational check was made to the station.
 DI8219
 DI8219.Photographs are available for this station.
 DI8219
 DI8219.The dynamic height is computed by dividing the NAVD 88
 DI8219.geopotential number by the normal gravity value computed on the
 DI8219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8219.degrees latitude (g = 980.6199 gals.).
 DI8219
 DI8219.The modeled gravity was interpolated from observed gravity values.
 DI8219
 DI8219;                    North         East    Units  Estimated Accuracy
 DI8219;SPC MN C     -   321,918.      705,054.      MT  (+/- 10 meters HH2 GPS)
 DI8219
 DI8219                          SUPERSEDED SURVEY CONTROL
 DI8219
 DI8219.No superseded survey control is available for this station.
 DI8219
 DI8219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1004107063(NAD 83)
 DI8219
 DI8219_MARKER: DD = SURVEY DISK
 DI8219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8219_STAMPING: 0303 M 6 2005
 DI8219_MARK LOGO: MNDT  
 DI8219_PROJECTION: RECESSED 5 CENTIMETERS
 DI8219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8219+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8219_ROD/PIPE-DEPTH:  6.1 meters
 DI8219
 DI8219  HISTORY     - Date     Condition        Report By
 DI8219  HISTORY     - 2005     MONUMENTED       MNDT
 DI8219
 DI8219                          STATION DESCRIPTION
 DI8219
 DI8219'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8219'6.5 MILES WEST-NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY
 DI8219'ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST
 DI8219'IN PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 1.95 MILES
 DI8219'WEST-NORTHWEST ON COUNTY ROAD 35, 88.5 FEET NORTHEAST OF COUNTY ROAD
 DI8219'35, 43.4 FEET NORTH OF EXTENDED ENTRANCE, 39.7 FEET SOUTHEAST OF
 DI8219'SOUTHEAST CORNER OF ELECTRICAL BOX, 1.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8220 ***********************************************************************
 DI8220  DESIGNATION -  0303 M 7
 DI8220  PID         -  DI8220
 DI8220  STATE/COUNTY-  MN/BECKER
 DI8220  COUNTRY     -  US
 DI8220  USGS QUAD   -  MANY POINT LAKE (1969)
 DI8220
 DI8220                         *CURRENT SURVEY CONTROL
 DI8220  ______________________________________________________________________
 DI8220* NAD 83(1986) POSITION- 47 00 12.8    (N) 095 31 29.8    (W)   HD_HELD2  
 DI8220* NAVD 88 ORTHO HEIGHT -   464.098  (meters)    1522.63  (feet) ADJUSTED  
 DI8220  ______________________________________________________________________
 DI8220  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DI8220  DYNAMIC HEIGHT  -        464.138 (meters)     1522.76  (feet) COMP
 DI8220  MODELED GRAVITY -    980,684.7   (mgal)                       NAVD 88
 DI8220
 DI8220  VERT ORDER      -  SECOND    CLASS I
 DI8220
 DI8220.The horizontal coordinates were established by autonomous hand held GPS
 DI8220.observations and have an estimated accuracy of +/- 10 meters.
 DI8220.
 DI8220.The orthometric height was determined by differential leveling and
 DI8220.adjusted in October 2007.
 DI8220
 DI8220.No vertical observational check was made to the station.
 DI8220
 DI8220.The dynamic height is computed by dividing the NAVD 88
 DI8220.geopotential number by the normal gravity value computed on the
 DI8220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8220.degrees latitude (g = 980.6199 gals.).
 DI8220
 DI8220.The modeled gravity was interpolated from observed gravity values.
 DI8220
 DI8220;                    North         East    Units  Estimated Accuracy
 DI8220;SPC MN C     -   323,476.      703,044.      MT  (+/- 10 meters HH2 GPS)
 DI8220
 DI8220                          SUPERSEDED SURVEY CONTROL
 DI8220
 DI8220.No superseded survey control is available for this station.
 DI8220
 DI8220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0805608653(NAD 83)
 DI8220
 DI8220_MARKER: DD = SURVEY DISK
 DI8220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8220_STAMPING: 0303 M 7 2005
 DI8220_MARK LOGO: MNDT  
 DI8220_PROJECTION: FLUSH
 DI8220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8220+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8220_ROD/PIPE-DEPTH: 12.2 meters
 DI8220
 DI8220  HISTORY     - Date     Condition        Report By
 DI8220  HISTORY     - 2005     MONUMENTED       MNDT
 DI8220
 DI8220                          STATION DESCRIPTION
 DI8220
 DI8220'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8220'7.5 MILES NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26
 DI8220'FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN
 DI8220'PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 3.7 MILES
 DI8220'NORTHWEST ON COUNTY ROAD 35,  74.3 FEET SOUTHWEST OF COUNTY ROAD 35,
 DI8220'38.2 FEET SOUTH-SOUTHWEST OF SOUTH ICE CRACKING ROAD, 1.1 FEET
 DI8220'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8221 ***********************************************************************
 DI8221  DESIGNATION -  0303 M 8
 DI8221  PID         -  DI8221
 DI8221  STATE/COUNTY-  MN/BECKER
 DI8221  COUNTRY     -  US
 DI8221  USGS QUAD   -  MANY POINT LAKE (1969)
 DI8221
 DI8221                         *CURRENT SURVEY CONTROL
 DI8221  ______________________________________________________________________
 DI8221* NAD 83(1986) POSITION- 47 01 29.2    (N) 095 32 15.2    (W)   HD_HELD2  
 DI8221* NAVD 88 ORTHO HEIGHT -   468.943  (meters)    1538.52  (feet) ADJUSTED  
 DI8221  ______________________________________________________________________
 DI8221  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DI8221  DYNAMIC HEIGHT  -        468.984 (meters)     1538.66  (feet) COMP
 DI8221  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 DI8221
 DI8221  VERT ORDER      -  SECOND    CLASS I
 DI8221
 DI8221.The horizontal coordinates were established by autonomous hand held GPS
 DI8221.observations and have an estimated accuracy of +/- 10 meters.
 DI8221.
 DI8221.The orthometric height was determined by differential leveling and
 DI8221.adjusted in October 2007.
 DI8221
 DI8221.No vertical observational check was made to the station.
 DI8221
 DI8221.The dynamic height is computed by dividing the NAVD 88
 DI8221.geopotential number by the normal gravity value computed on the
 DI8221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8221.degrees latitude (g = 980.6199 gals.).
 DI8221
 DI8221.The modeled gravity was interpolated from observed gravity values.
 DI8221
 DI8221;                    North         East    Units  Estimated Accuracy
 DI8221;SPC MN C     -   325,850.      702,124.      MT  (+/- 10 meters HH2 GPS)
 DI8221
 DI8221                          SUPERSEDED SURVEY CONTROL
 DI8221
 DI8221.No superseded survey control is available for this station.
 DI8221
 DI8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0717411042(NAD 83)
 DI8221
 DI8221_MARKER: DD = SURVEY DISK
 DI8221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8221_STAMPING: 0303 M 8 2005
 DI8221_MARK LOGO: MNDT  
 DI8221_PROJECTION: RECESSED 8 CENTIMETERS
 DI8221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8221+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8221_ROD/PIPE-DEPTH:  9.8 meters
 DI8221
 DI8221  HISTORY     - Date     Condition        Report By
 DI8221  HISTORY     - 2005     MONUMENTED       MNDT
 DI8221
 DI8221                          STATION DESCRIPTION
 DI8221
 DI8221'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8221'8.0 MILES NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY ROAD 26
 DI8221'FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST IN
 DI8221'PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 5.40 MILES
 DI8221'NORTHWEST ON COUNTY ROAD 35,  58.9 FEET NORTHEAST OF COUNTY ROAD 35,
 DI8221'56.6 FEET SOUTHEAST OF DRIVEWAY NUMBER 31359, 1.3 FEET SOUTHWEST OF
 DI8221'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8222 ***********************************************************************
 DI8222  DESIGNATION -  0303 M 9
 DI8222  PID         -  DI8222
 DI8222  STATE/COUNTY-  MN/BECKER
 DI8222  COUNTRY     -  US
 DI8222  USGS QUAD   -  MANY POINT LAKE (1969)
 DI8222
 DI8222                         *CURRENT SURVEY CONTROL
 DI8222  ______________________________________________________________________
 DI8222* NAD 83(1986) POSITION- 47 01 22.0    (N) 095 33 04.5    (W)   HD_HELD2  
 DI8222* NAVD 88 ORTHO HEIGHT -   463.760  (meters)    1521.52  (feet) ADJUSTED  
 DI8222  ______________________________________________________________________
 DI8222  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DI8222  DYNAMIC HEIGHT  -        463.799 (meters)     1521.65  (feet) COMP
 DI8222  MODELED GRAVITY -    980,683.9   (mgal)                       NAVD 88
 DI8222
 DI8222  VERT ORDER      -  SECOND    CLASS I
 DI8222
 DI8222.The horizontal coordinates were established by autonomous hand held GPS
 DI8222.observations and have an estimated accuracy of +/- 10 meters.
 DI8222.
 DI8222.The orthometric height was determined by differential leveling and
 DI8222.adjusted in October 2007.
 DI8222
 DI8222.No vertical observational check was made to the station.
 DI8222
 DI8222.The dynamic height is computed by dividing the NAVD 88
 DI8222.geopotential number by the normal gravity value computed on the
 DI8222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8222.degrees latitude (g = 980.6199 gals.).
 DI8222
 DI8222.The modeled gravity was interpolated from observed gravity values.
 DI8222
 DI8222;                    North         East    Units  Estimated Accuracy
 DI8222;SPC MN C     -   325,645.      701,079.      MT  (+/- 10 meters HH2 GPS)
 DI8222
 DI8222                          SUPERSEDED SURVEY CONTROL
 DI8222
 DI8222.No superseded survey control is available for this station.
 DI8222
 DI8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0612610854(NAD 83)
 DI8222
 DI8222_MARKER: DD = SURVEY DISK
 DI8222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8222_STAMPING: 0303 M 9 2005
 DI8222_MARK LOGO: MNDT  
 DI8222_PROJECTION: FLUSH
 DI8222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8222+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8222_ROD/PIPE-DEPTH: 18.3 meters
 DI8222
 DI8222  HISTORY     - Date     Condition        Report By
 DI8222  HISTORY     - 2005     MONUMENTED       MNDT
 DI8222
 DI8222                          STATION DESCRIPTION
 DI8222
 DI8222'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8222'9.0 MILES WEST-NORTHWEST OF PONSFORD, 3.45 MILES WEST ALONG COUNTY
 DI8222'ROAD 26 FROM THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 129 EAST
 DI8222'IN PONSFORD, THEN 1.10 MILES NORTH ON COUNTY ROAD 37, THEN 5.85 MILES
 DI8222'NORTHWEST ON COUNTY ROAD 35, THEN 0.40 MILES SOUTHWEST ON COUNTY ROAD
 DI8222'143, 73.1 FEET NORTHWEST OF COUNTY ROAD 143, 5.3 FEET NORTHEAST OF
 DI8222'EAST LEG OF TAMARC NATIONAL WILDLIFE REFUGE SIGN POST, 1.3 FEET
 DI8222'SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7126 ***********************************************************************
 DG7126  DESIGNATION -  0303 N
 DG7126  PID         -  DG7126
 DG7126  STATE/COUNTY-  MN/BECKER
 DG7126  COUNTRY     -  US
 DG7126  USGS QUAD   -  HEIGHT OF LAND LAKE (1959)
 DG7126
 DG7126                         *CURRENT SURVEY CONTROL
 DG7126  ______________________________________________________________________
 DG7126* NAD 83(1986) POSITION- 46 53 02.     (N) 095 31 01.     (W)   SCALED    
 DG7126* NAVD 88 ORTHO HEIGHT -   468.817  (meters)    1538.11  (feet) ADJUSTED  
 DG7126  ______________________________________________________________________
 DG7126  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG7126  DYNAMIC HEIGHT  -        468.848 (meters)     1538.21  (feet) COMP
 DG7126  MODELED GRAVITY -    980,665.3   (mgal)                       NAVD 88
 DG7126
 DG7126  VERT ORDER      -  SECOND    CLASS I
 DG7126
 DG7126.The horizontal coordinates were scaled from a topographic map and have
 DG7126.an estimated accuracy of +/- 6 seconds.
 DG7126.
 DG7126.The orthometric height was determined by differential leveling and
 DG7126.adjusted in December 2004.
 DG7126
 DG7126.The dynamic height is computed by dividing the NAVD 88
 DG7126.geopotential number by the normal gravity value computed on the
 DG7126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7126.degrees latitude (g = 980.6199 gals.).
 DG7126
 DG7126.The modeled gravity was interpolated from observed gravity values.
 DG7126
 DG7126;                    North         East    Units  Estimated Accuracy
 DG7126;SPC MN C     -   310,170.      703,440.      MT  (+/- 180 meters Scaled)
 DG7126
 DG7126                          SUPERSEDED SURVEY CONTROL
 DG7126
 DG7126.No superseded survey control is available for this station.
 DG7126
 DG7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM082953(NAD 83)
 DG7126
 DG7126_MARKER: DD = SURVEY DISK
 DG7126_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7126_STAMPING: 0303 N 2000
 DG7126_MARK LOGO: MNDT  
 DG7126_PROJECTION: FLUSH
 DG7126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7126+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7126_ROD/PIPE-DEPTH:  9.1 meters
 DG7126
 DG7126  HISTORY     - Date     Condition        Report By
 DG7126  HISTORY     - 2000     MONUMENTED       MNDT
 DG7126
 DG7126                          STATION DESCRIPTION
 DG7126
 DG7126'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7126'12.5 MI (20.1 KM) WEST OF OSAGE, 12.4 MI (20.0 KM) WEST ALONG TH 34
 DG7126'FROM JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP
 DG7126'52.60, 90 FT (27.4 M) SOUTH OF TH 34, 12.9 FT (3.9 M) NW OF P-POLE, 35
 DG7126'FT (10.7 M) SE OF DRIVEWAY, 2.0 FT (0.6 M) EAST OF WIT POST, MAGNETIC,
 DG7126'SUITABLE FOR GPS, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7128 ***********************************************************************
 DG7128  DESIGNATION -  0303 P
 DG7128  PID         -  DG7128
 DG7128  STATE/COUNTY-  MN/BECKER
 DG7128  COUNTRY     -  US
 DG7128  USGS QUAD   -  PONSFORD (1980)
 DG7128
 DG7128                         *CURRENT SURVEY CONTROL
 DG7128  ______________________________________________________________________
 DG7128* NAD 83(1986) POSITION- 46 53 20.     (N) 095 25 31.     (W)   SCALED    
 DG7128* NAVD 88 ORTHO HEIGHT -   494.396  (meters)    1622.03  (feet) ADJUSTED  
 DG7128  ______________________________________________________________________
 DG7128  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG7128  DYNAMIC HEIGHT  -        494.439 (meters)     1622.17  (feet) COMP
 DG7128  MODELED GRAVITY -    980,684.9   (mgal)                       NAVD 88
 DG7128
 DG7128  VERT ORDER      -  SECOND    CLASS I
 DG7128
 DG7128.The horizontal coordinates were scaled from a topographic map and have
 DG7128.an estimated accuracy of +/- 6 seconds.
 DG7128.
 DG7128.The orthometric height was determined by differential leveling and
 DG7128.adjusted in December 2004.
 DG7128
 DG7128.The dynamic height is computed by dividing the NAVD 88
 DG7128.geopotential number by the normal gravity value computed on the
 DG7128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7128.degrees latitude (g = 980.6199 gals.).
 DG7128
 DG7128.The modeled gravity was interpolated from observed gravity values.
 DG7128
 DG7128;                    North         East    Units  Estimated Accuracy
 DG7128;SPC MN C     -   310,610.      710,430.      MT  (+/- 180 meters Scaled)
 DG7128
 DG7128                          SUPERSEDED SURVEY CONTROL
 DG7128
 DG7128.No superseded survey control is available for this station.
 DG7128
 DG7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM152956(NAD 83)
 DG7128
 DG7128_MARKER: DD = SURVEY DISK
 DG7128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7128_STAMPING: 0303 P 2000
 DG7128_MARK LOGO: MNDT  
 DG7128_PROJECTION: FLUSH
 DG7128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7128+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7128_ROD/PIPE-DEPTH: 10.7 meters
 DG7128
 DG7128  HISTORY     - Date     Condition        Report By
 DG7128  HISTORY     - 2000     MONUMENTED       MNDT
 DG7128
 DG7128                          STATION DESCRIPTION
 DG7128
 DG7128'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7128'8.0 MI (12.9 KM) WEST OF OSAGE, 7.9 MI (12.7 KM) WEST ALONG TH 34 FROM
 DG7128'JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP 57.10, 146
 DG7128'FT (44.5 M) SOUTH OF TH 34, 3.3 FT (1.0 M) SOUTH OF FENCE, 2.3 FT (0.7
 DG7128'M) EAST OF WIT POST, MAGNETIC, GOOD FOR GPS, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7130 ***********************************************************************
 DG7130  DESIGNATION -  0303 Q
 DG7130  PID         -  DG7130
 DG7130  STATE/COUNTY-  MN/BECKER
 DG7130  COUNTRY     -  US
 DG7130  USGS QUAD   -  PONSFORD (1980)
 DG7130
 DG7130                         *CURRENT SURVEY CONTROL
 DG7130  ______________________________________________________________________
 DG7130* NAD 83(1986) POSITION- 46 53 29.     (N) 095 23 57.     (W)   SCALED    
 DG7130* NAVD 88 ORTHO HEIGHT -   499.573  (meters)    1639.02  (feet) ADJUSTED  
 DG7130  ______________________________________________________________________
 DG7130  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG7130  DYNAMIC HEIGHT  -        499.615 (meters)     1639.15  (feet) COMP
 DG7130  MODELED GRAVITY -    980,682.5   (mgal)                       NAVD 88
 DG7130
 DG7130  VERT ORDER      -  SECOND    CLASS I
 DG7130
 DG7130.The horizontal coordinates were scaled from a topographic map and have
 DG7130.an estimated accuracy of +/- 6 seconds.
 DG7130.
 DG7130.The orthometric height was determined by differential leveling and
 DG7130.adjusted in December 2004.
 DG7130
 DG7130.The dynamic height is computed by dividing the NAVD 88
 DG7130.geopotential number by the normal gravity value computed on the
 DG7130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7130.degrees latitude (g = 980.6199 gals.).
 DG7130
 DG7130.The modeled gravity was interpolated from observed gravity values.
 DG7130
 DG7130;                    North         East    Units  Estimated Accuracy
 DG7130;SPC MN C     -   310,860.      712,430.      MT  (+/- 180 meters Scaled)
 DG7130
 DG7130                          SUPERSEDED SURVEY CONTROL
 DG7130
 DG7130.No superseded survey control is available for this station.
 DG7130
 DG7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM172958(NAD 83)
 DG7130
 DG7130_MARKER: DD = SURVEY DISK
 DG7130_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7130_STAMPING: 0303 Q 2000
 DG7130_MARK LOGO: MNDT  
 DG7130_PROJECTION: FLUSH
 DG7130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7130+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7130_ROD/PIPE-DEPTH:  6.1 meters
 DG7130
 DG7130  HISTORY     - Date     Condition        Report By
 DG7130  HISTORY     - 2000     MONUMENTED       MNDT
 DG7130
 DG7130                          STATION DESCRIPTION
 DG7130
 DG7130'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7130'6.75 MI (10.86 KM) WEST OF OSAGE, 6.65 MI (10.70 KM) WEST ALONG TH 34
 DG7130'FROM JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP
 DG7130'58.35, 69 FT (21.0 M) NORTH OF TH 34, 5.3 FT (1.6 M) SOUTH OF FENCE,
 DG7130'2.0 FT (0.6 M) EAST OF WIT POST, MAGNETIC, GOOD FOR GPS, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7131 ***********************************************************************
 DG7131  DESIGNATION -  0303 R
 DG7131  PID         -  DG7131
 DG7131  STATE/COUNTY-  MN/BECKER
 DG7131  COUNTRY     -  US
 DG7131  USGS QUAD   -  OSAGE (1980)
 DG7131
 DG7131                         *CURRENT SURVEY CONTROL
 DG7131  ______________________________________________________________________
 DG7131* NAD 83(1986) POSITION- 46 54 30.8    (N) 095 20 45.4    (W)   HD_HELD1  
 DG7131* NAVD 88 ORTHO HEIGHT -   489.983  (meters)    1607.55  (feet) ADJUSTED  
 DG7131  ______________________________________________________________________
 DG7131  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DG7131  DYNAMIC HEIGHT  -        490.018 (meters)     1607.67  (feet) COMP
 DG7131  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DG7131
 DG7131  VERT ORDER      -  SECOND    CLASS I
 DG7131
 DG7131.The horizontal coordinates were established by differentially corrected
 DG7131.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7131.
 DG7131.The orthometric height was determined by differential leveling and
 DG7131.adjusted in December 2004.
 DG7131
 DG7131.The dynamic height is computed by dividing the NAVD 88
 DG7131.geopotential number by the normal gravity value computed on the
 DG7131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7131.degrees latitude (g = 980.6199 gals.).
 DG7131
 DG7131.The modeled gravity was interpolated from observed gravity values.
 DG7131
 DG7131;                    North         East    Units  Estimated Accuracy
 DG7131;SPC MN C     -   312,712.2     716,509.7     MT  (+/- 3 meters HH1 GPS) 
 DG7131
 DG7131                          SUPERSEDED SURVEY CONTROL
 DG7131
 DG7131.No superseded survey control is available for this station.
 DG7131
 DG7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2134797673(NAD 83)
 DG7131
 DG7131_MARKER: DD = SURVEY DISK
 DG7131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7131_STAMPING: 0303 R 2000
 DG7131_MARK LOGO: MNDT  
 DG7131_PROJECTION: RECESSED 3 CENTIMETERS
 DG7131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7131+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 DG7131_ROD/PIPE-DEPTH: 18.3 meters
 DG7131
 DG7131  HISTORY     - Date     Condition        Report By
 DG7131  HISTORY     - 2000     MONUMENTED       MNDT
 DG7131  HISTORY     - 20041019 GOOD             MNDT
 DG7131
 DG7131                          STATION DESCRIPTION
 DG7131
 DG7131'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7131'4 MI (6.4 KM) WEST OF OSAGE, 3.80 MI (6.12 KM) WEST ALONG TH 34 FROM
 DG7131'JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP 61.2, 53
 DG7131'FT (16.2 M) NNW OF TH 34, 2.3 FT (0.7 M) WEST OF WIT POST, MAGNETIC,
 DG7131'GOOD FOR GPS, RECESSED 1 INCH.
 DG7131
 DG7131                          STATION RECOVERY (2004)
 DG7131
 DG7131'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 DG7131'4 MILES WEST OF OSAGE, 3.80 MILES WEST ALONG TRUNK HIGHWAY 34 FROM
 DG7131'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (0.5 MILES WEST OF
 DG7131'OSAGE,) AT TRUNK HIGHWAY 34 MILEPOINT 61.2, 53 FEET NORTH-NORTHWEST OF
 DG7131'TRUNK HIGHWAY 34, 2.3 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7132 ***********************************************************************
 DG7132  DESIGNATION -  0303 S
 DG7132  PID         -  DG7132
 DG7132  STATE/COUNTY-  MN/BECKER
 DG7132  COUNTRY     -  US
 DG7132  USGS QUAD   -  OSAGE (1980)
 DG7132
 DG7132                         *CURRENT SURVEY CONTROL
 DG7132  ______________________________________________________________________
 DG7132* NAD 83(1986) POSITION- 46 54 34.3    (N) 095 19 45.9    (W)   HD_HELD2  
 DG7132* NAVD 88 ORTHO HEIGHT -   473.107  (meters)    1552.19  (feet) ADJUSTED  
 DG7132  ______________________________________________________________________
 DG7132  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DG7132  DYNAMIC HEIGHT  -        473.139 (meters)     1552.29  (feet) COMP
 DG7132  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DG7132
 DG7132  VERT ORDER      -  SECOND    CLASS I
 DG7132
 DG7132.The horizontal coordinates were established by autonomous hand held GPS
 DG7132.observations and have an estimated accuracy of +/- 10 meters.
 DG7132.
 DG7132.The orthometric height was determined by differential leveling and
 DG7132.adjusted in December 2004.
 DG7132
 DG7132.The dynamic height is computed by dividing the NAVD 88
 DG7132.geopotential number by the normal gravity value computed on the
 DG7132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7132.degrees latitude (g = 980.6199 gals.).
 DG7132
 DG7132.The modeled gravity was interpolated from observed gravity values.
 DG7132
 DG7132;                    North         East    Units  Estimated Accuracy
 DG7132;SPC MN C     -   312,803.      717,770.      MT  (+/- 10 meters HH2 GPS)
 DG7132
 DG7132                          SUPERSEDED SURVEY CONTROL
 DG7132
 DG7132.No superseded survey control is available for this station.
 DG7132
 DG7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2260997744(NAD 83)
 DG7132
 DG7132_MARKER: DB = BENCH MARK DISK
 DG7132_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG7132_STAMPING: 0303 S 2000
 DG7132_MARK LOGO: MNDT  
 DG7132_PROJECTION: PROJECTING 5 CENTIMETERS
 DG7132_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7132+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 DG7132
 DG7132  HISTORY     - Date     Condition        Report By
 DG7132  HISTORY     - 2000     MONUMENTED       MNDT
 DG7132  HISTORY     - 20011220 GOOD             MNDT
 DG7132  HISTORY     - 20041019 GOOD             MNDT
 DG7132
 DG7132                          STATION DESCRIPTION
 DG7132
 DG7132'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7132'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DG7132'WEST OF OSAGE, 3.05 MI (4.91 KM) WEST ALONG TH 34 FROM JCT OF TH 34
 DG7132'AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP 61.95, 97 FT (29.6 M)
 DG7132'NORTH OF TH 34, 35 FT (10.7 M) WEST OF OLD MILL RD, 43 FT (13.1 M) NNE
 DG7132'OF CABLE MARKER, 1.1 FT (0.3 M) SOUTH OF WIT POST, MAGNETIC. DISK SET
 DG7132'IN MONUMENT WHEN SET IN 1970 THEN STAMPED IN 2000.
 DG7132
 DG7132                          STATION RECOVERY (2004)
 DG7132
 DG7132'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 DG7132'3 MILES WEST OF OSAGE, 3.05 MILES WEST ALONG TRUNK HIGHWAY 34 FROM
 DG7132'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (0.5 MILES WEST OF
 DG7132'OSAGE,) AT TRUNK HIGHWAY 34 MILEPOINT 61.95, 97 FEET NORTH OF TRUNK
 DG7132'HIGHWAY 34, 35 FEET WEST OF OLD MILL ROAD, 43 FEET NORTH-NORTHEAST OF
 DG7132'CABLE MARKER, 1.1 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7133 ***********************************************************************
 DG7133  DESIGNATION -  0303 T
 DG7133  PID         -  DG7133
 DG7133  STATE/COUNTY-  MN/BECKER
 DG7133  COUNTRY     -  US
 DG7133  USGS QUAD   -  OSAGE (1980)
 DG7133
 DG7133                         *CURRENT SURVEY CONTROL
 DG7133  ______________________________________________________________________
 DG7133* NAD 83(1986) POSITION- 46 54 46.6    (N) 095 19 07.1    (W)   HD_HELD2  
 DG7133* NAVD 88 ORTHO HEIGHT -   466.632  (meters)    1530.94  (feet) ADJUSTED  
 DG7133  ______________________________________________________________________
 DG7133  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DG7133  DYNAMIC HEIGHT  -        466.663 (meters)     1531.04  (feet) COMP
 DG7133  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 DG7133
 DG7133  VERT ORDER      -  SECOND    CLASS I
 DG7133
 DG7133.The horizontal coordinates were established by autonomous hand held GPS
 DG7133.observations and have an estimated accuracy of +/- 10 meters.
 DG7133.
 DG7133.The orthometric height was determined by differential leveling and
 DG7133.adjusted in December 2004.
 DG7133
 DG7133.The dynamic height is computed by dividing the NAVD 88
 DG7133.geopotential number by the normal gravity value computed on the
 DG7133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7133.degrees latitude (g = 980.6199 gals.).
 DG7133
 DG7133.The modeled gravity was interpolated from observed gravity values.
 DG7133
 DG7133;                    North         East    Units  Estimated Accuracy
 DG7133;SPC MN C     -   313,172.      718,596.      MT  (+/- 10 meters HH2 GPS)
 DG7133
 DG7133                          SUPERSEDED SURVEY CONTROL
 DG7133
 DG7133.No superseded survey control is available for this station.
 DG7133
 DG7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2344198099(NAD 83)
 DG7133
 DG7133_MARKER: DD = SURVEY DISK
 DG7133_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7133_STAMPING: 0303 T 2000
 DG7133_MARK LOGO: MNDT  
 DG7133_PROJECTION: FLUSH
 DG7133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7133+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 DG7133_ROD/PIPE-DEPTH: 19.8 meters
 DG7133
 DG7133  HISTORY     - Date     Condition        Report By
 DG7133  HISTORY     - 2000     MONUMENTED       MNDT
 DG7133  HISTORY     - 20041021 GOOD             MNDT
 DG7133
 DG7133                          STATION DESCRIPTION
 DG7133
 DG7133'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7133'3 MI (4.8 KM) WEST OF OSAGE, 2.45 MI (3.94 KM) WEST ALONG TH 34 FROM
 DG7133'JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP 62.55, 46
 DG7133'FT (14.0 M) NNW OF TH 34, 47 FT (14.3 M) EAST OF ENT 34.5 FT (10.5 M)
 DG7133'SE OF CABLE MARKER, 2.5 FT (0.8 M) WEST OF WIT POST, MAGNETIC,
 DG7133'SUITABLE FOR GPS, FLUSH.
 DG7133
 DG7133                          STATION RECOVERY (2004)
 DG7133
 DG7133'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 DG7133'3 MILES WEST OF OSAGE, 2.45 MILES WEST ALONG TRUNK HIGHWAY 34 FROM
 DG7133'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (0.5 MILES WEST OF
 DG7133'OSAGE,) AT TRUNK HIGHWAY 34 MILEPOINT 62.55, 46 FEET NORTH-NORTHWEST
 DG7133'OF TRUNK HIGHWAY 34, 47 FEET EAST OF ENTRANCE 34.5 FEET SOUTHEAST OF
 DG7133'CABLE MARKER, 2.5 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7134 ***********************************************************************
 DG7134  DESIGNATION -  0303 U
 DG7134  PID         -  DG7134
 DG7134  STATE/COUNTY-  MN/BECKER
 DG7134  COUNTRY     -  US
 DG7134  USGS QUAD   -  OSAGE (1980)
 DG7134
 DG7134                         *CURRENT SURVEY CONTROL
 DG7134  ______________________________________________________________________
 DG7134* NAD 83(1986) POSITION- 46 54 58.2    (N) 095 18 00.3    (W)   HD_HELD2  
 DG7134* NAVD 88 ORTHO HEIGHT -   461.612  (meters)    1514.47  (feet) ADJUSTED  
 DG7134  ______________________________________________________________________
 DG7134  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 DG7134  DYNAMIC HEIGHT  -        461.641 (meters)     1514.57  (feet) COMP
 DG7134  MODELED GRAVITY -    980,660.8   (mgal)                       NAVD 88
 DG7134
 DG7134  VERT ORDER      -  SECOND    CLASS I
 DG7134
 DG7134.The horizontal coordinates were established by autonomous hand held GPS
 DG7134.observations and have an estimated accuracy of +/- 10 meters.
 DG7134.
 DG7134.The orthometric height was determined by differential leveling and
 DG7134.adjusted in December 2004.
 DG7134
 DG7134.The dynamic height is computed by dividing the NAVD 88
 DG7134.geopotential number by the normal gravity value computed on the
 DG7134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7134.degrees latitude (g = 980.6199 gals.).
 DG7134
 DG7134.The modeled gravity was interpolated from observed gravity values.
 DG7134
 DG7134;                    North         East    Units  Estimated Accuracy
 DG7134;SPC MN C     -   313,511.      720,014.      MT  (+/- 10 meters HH2 GPS)
 DG7134
 DG7134                          SUPERSEDED SURVEY CONTROL
 DG7134
 DG7134.No superseded survey control is available for this station.
 DG7134
 DG7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2486498416(NAD 83)
 DG7134
 DG7134_MARKER: DD = SURVEY DISK
 DG7134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7134_STAMPING: 0303 U 2000
 DG7134_MARK LOGO: MNDT  
 DG7134_PROJECTION: FLUSH
 DG7134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7134+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 DG7134_ROD/PIPE-DEPTH: 12.2 meters
 DG7134
 DG7134  HISTORY     - Date     Condition        Report By
 DG7134  HISTORY     - 2000     MONUMENTED       MNDT
 DG7134  HISTORY     - 20041021 GOOD             MNDT
 DG7134
 DG7134                          STATION DESCRIPTION
 DG7134
 DG7134'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7134'2.0 MI (3.2 KM) WEST OF OSAGE, 1.50 MI (2.41 KM) WEST ALONG TH 34 FROM
 DG7134'JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) TO TH 34 MP 63.50
 DG7134'THENCE 0.05 MI (0.08 KM) NORTH ON 525TH AVE, 30 FT (9.1 M) WEST OF
 DG7134'525TH AVE, 78 FT (23.8 M) SOUTH OF P-POLE, 2.5 FT (0.8 M) NORTH OF WIT
 DG7134'POST, MAGNETIC, SUITABLE FOR GPS, FLUSH.
 DG7134
 DG7134                          STATION RECOVERY (2004)
 DG7134
 DG7134'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 DG7134'2.0 MILES WEST OF OSAGE, 1.50 MILES WEST ALONG TRUNK HIGHWAY 34 FROM
 DG7134'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (0.5 MILES WEST OF
 DG7134'OSAGE,) TO TRUNK HIGHWAY 34 MILEPOINT 63.50 THENCE 0.05 MILES NORTH ON
 DG7134'525TH AVE, 30 FEET WEST OF 525TH AVE, 78 FEET SOUTH OF POWER POLE, 2.5
 DG7134'FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0856 ***********************************************************************
 DI0856  DESIGNATION -  0303 U 1
 DI0856  PID         -  DI0856
 DI0856  STATE/COUNTY-  MN/BECKER
 DI0856  COUNTRY     -  US
 DI0856  USGS QUAD   -  OSAGE (1980)
 DI0856
 DI0856                         *CURRENT SURVEY CONTROL
 DI0856  ______________________________________________________________________
 DI0856* NAD 83(1986) POSITION- 46 54 20.     (N) 095 16 08.     (W)   SCALED    
 DI0856* NAVD 88 ORTHO HEIGHT -   451.354  (meters)    1480.82  (feet) ADJUSTED  
 DI0856  ______________________________________________________________________
 DI0856  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DI0856  DYNAMIC HEIGHT  -        451.382 (meters)     1480.91  (feet) COMP
 DI0856  MODELED GRAVITY -    980,662.0   (mgal)                       NAVD 88
 DI0856
 DI0856  VERT ORDER      -  SECOND    CLASS I
 DI0856
 DI0856.The horizontal coordinates were scaled from a topographic map and have
 DI0856.an estimated accuracy of +/- 6 seconds.
 DI0856.
 DI0856.The orthometric height was determined by differential leveling and
 DI0856.adjusted in September 2006.
 DI0856
 DI0856.No vertical observational check was made to the station.
 DI0856
 DI0856.Photographs are available for this station.
 DI0856
 DI0856.The dynamic height is computed by dividing the NAVD 88
 DI0856.geopotential number by the normal gravity value computed on the
 DI0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0856.degrees latitude (g = 980.6199 gals.).
 DI0856
 DI0856.The modeled gravity was interpolated from observed gravity values.
 DI0856
 DI0856;                    North         East    Units  Estimated Accuracy
 DI0856;SPC MN C     -   312,300.      722,380.      MT  (+/- 180 meters Scaled)
 DI0856
 DI0856                          SUPERSEDED SURVEY CONTROL
 DI0856
 DI0856.No superseded survey control is available for this station.
 DI0856
 DI0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM272971(NAD 83)
 DI0856
 DI0856_MARKER: DD = SURVEY DISK
 DI0856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0856_STAMPING: 0303 U 1 2005
 DI0856_MARK LOGO: MNDT  
 DI0856_PROJECTION: RECESSED 3 CENTIMETERS
 DI0856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0856+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0856_ROD/PIPE-DEPTH: 13.7 meters
 DI0856
 DI0856  HISTORY     - Date     Condition        Report By
 DI0856  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0856
 DI0856                          STATION DESCRIPTION
 DI0856
 DI0856'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0856'THE MARK IS LOCATED 1.0 MILE SOUTHWEST OF OSAGE, 1.0 MILE SOUTH ALONG
 DI0856'COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY
 DI0856'34 AT OSAGE, 47.3 FEET WEST OF COUNTY ROAD 47, 22.7 FEET SOUTH OF
 DI0856'FENCE CORNER POST, 1.7 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0857 ***********************************************************************
 DI0857  DESIGNATION -  0303 U 2
 DI0857  PID         -  DI0857
 DI0857  STATE/COUNTY-  MN/BECKER
 DI0857  COUNTRY     -  US
 DI0857  USGS QUAD   -  WOLF LAKE (1969)
 DI0857
 DI0857                         *CURRENT SURVEY CONTROL
 DI0857  ______________________________________________________________________
 DI0857* NAD 83(1986) POSITION- 46 52 06.4    (N) 095 16 04.3    (W)   HD_HELD2  
 DI0857* NAVD 88 ORTHO HEIGHT -   453.420  (meters)    1487.60  (feet) ADJUSTED  
 DI0857  ______________________________________________________________________
 DI0857  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 DI0857  DYNAMIC HEIGHT  -        453.450 (meters)     1487.69  (feet) COMP
 DI0857  MODELED GRAVITY -    980,665.8   (mgal)                       NAVD 88
 DI0857
 DI0857  VERT ORDER      -  SECOND    CLASS I
 DI0857
 DI0857.The horizontal coordinates were established by autonomous hand held GPS
 DI0857.observations and have an estimated accuracy of +/- 10 meters.
 DI0857.
 DI0857.The orthometric height was determined by differential leveling and
 DI0857.adjusted in September 2006.
 DI0857
 DI0857.No vertical observational check was made to the station.
 DI0857
 DI0857.Photographs are available for this station.
 DI0857
 DI0857.The dynamic height is computed by dividing the NAVD 88
 DI0857.geopotential number by the normal gravity value computed on the
 DI0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0857.degrees latitude (g = 980.6199 gals.).
 DI0857
 DI0857.The modeled gravity was interpolated from observed gravity values.
 DI0857
 DI0857;                    North         East    Units  Estimated Accuracy
 DI0857;SPC MN C     -   308,174.      722,401.      MT  (+/- 10 meters HH2 GPS)
 DI0857
 DI0857                          SUPERSEDED SURVEY CONTROL
 DI0857
 DI0857.No superseded survey control is available for this station.
 DI0857
 DI0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2716493041(NAD 83)
 DI0857
 DI0857_MARKER: DD = SURVEY DISK
 DI0857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0857_STAMPING: 0303 U 2 2005
 DI0857_MARK LOGO: MNDT  
 DI0857_PROJECTION: RECESSED 3 CENTIMETERS
 DI0857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0857+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0857_ROD/PIPE-DEPTH: 10.7 meters
 DI0857
 DI0857  HISTORY     - Date     Condition        Report By
 DI0857  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0857
 DI0857                          STATION DESCRIPTION
 DI0857
 DI0857'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0857'THE MARK IS LOCATED 3.50 MILES SOUTH OF OSAGE, 3.5 MILES SOUTH ALONG
 DI0857'COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK HIGHWAY
 DI0857'34 AT OSAGE, 48.8 FEET EAST OF COUNTY ROAD 47, 16.0 FEET SOUTH OF
 DI0857'DRIVEWAY NUMBER 20441, 1.4 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7135 ***********************************************************************
 DG7135  DESIGNATION -  0303 V
 DG7135  PID         -  DG7135
 DG7135  STATE/COUNTY-  MN/BECKER
 DG7135  COUNTRY     -  US
 DG7135  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7135
 DG7135                         *CURRENT SURVEY CONTROL
 DG7135  ______________________________________________________________________
 DG7135* NAD 83(1986) POSITION- 46 55 12.2    (N) 095 15 00.3    (W)   HD_HELD2  
 DG7135* NAVD 88 ORTHO HEIGHT -   454.260  (meters)    1490.35  (feet) ADJUSTED  
 DG7135  ______________________________________________________________________
 DG7135  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DG7135  DYNAMIC HEIGHT  -        454.287 (meters)     1490.44  (feet) COMP
 DG7135  MODELED GRAVITY -    980,660.7   (mgal)                       NAVD 88
 DG7135
 DG7135  VERT ORDER      -  SECOND    CLASS I
 DG7135
 DG7135.The horizontal coordinates were established by autonomous hand held GPS
 DG7135.observations and have an estimated accuracy of +/- 10 meters.
 DG7135.
 DG7135.The orthometric height was determined by differential leveling and
 DG7135.adjusted in December 2004.
 DG7135
 DG7135.Photographs are available for this station.
 DG7135
 DG7135.The dynamic height is computed by dividing the NAVD 88
 DG7135.geopotential number by the normal gravity value computed on the
 DG7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7135.degrees latitude (g = 980.6199 gals.).
 DG7135
 DG7135.The modeled gravity was interpolated from observed gravity values.
 DG7135
 DG7135;                    North         East    Units  Estimated Accuracy
 DG7135;SPC MN C     -   313,894.      723,828.      MT  (+/- 10 meters HH2 GPS)
 DG7135
 DG7135                          SUPERSEDED SURVEY CONTROL
 DG7135
 DG7135.No superseded survey control is available for this station.
 DG7135
 DG7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2868498737(NAD 83)
 DG7135
 DG7135_MARKER: DD = SURVEY DISK
 DG7135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7135_STAMPING: 0303 V 2000
 DG7135_MARK LOGO: MNDT  
 DG7135_PROJECTION: FLUSH
 DG7135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7135+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 DG7135_ROD/PIPE-DEPTH: 27.4 meters
 DG7135
 DG7135  HISTORY     - Date     Condition        Report By
 DG7135  HISTORY     - 2000     MONUMENTED       MNDT
 DG7135  HISTORY     - 20041019 GOOD             MNDT
 DG7135  HISTORY     - 20050503 GOOD             MNDT
 DG7135
 DG7135                          STATION DESCRIPTION
 DG7135
 DG7135'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7135'ON EAST EDGE OF OSAGE, 0.9 MI (1.4 KM) EAST ALONG TH 34 FROM JCT OF TH
 DG7135'34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP 65.90, 125 FT (38.1
 DG7135'M) SOUTH OF TH 34, 63 FT (19.2 M) SE OF DRIVEWAY, 1.9 FT (0.6 M) NORTH
 DG7135'OF FENCE, 59.4 FT (18.1 M) SW OF P-POLE, 2.4 FT (0.7 M) NE OF R/W
 DG7135'POST, 1.4 FT (0.4 M) NORTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS,
 DG7135'FLUSH.
 DG7135
 DG7135                          STATION RECOVERY (2004)
 DG7135
 DG7135'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 DG7135'ON EAST EDGE OF OSAGE, 0.9 MILES EAST ALONG TRUNK HIGHWAY 34 FROM
 DG7135'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (0.5 MILES WEST OF
 DG7135'OSAGE,) AT TRUNK HIGHWAY 34 MILEPOINT 65.90, 125 FEET SOUTH OF TRUNK
 DG7135'HIGHWAY 34, 63 FEET SOUTHEAST OF DRIVEWAY, 1.9 FEET NORTH OF FENCE,
 DG7135'59.4 FEET SOUTHWEST OF POWER POLE, 2.4 FEET NORTHEAST OF RIGHT OF WAY
 DG7135'POST, 1.4 FEET NORTH OF WITNESS POST
 DG7135
 DG7135                          STATION RECOVERY (2005)
 DG7135
 DG7135'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7135'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0855 ***********************************************************************
 DI0855  DESIGNATION -  0303 V 1
 DI0855  PID         -  DI0855
 DI0855  STATE/COUNTY-  MN/BECKER
 DI0855  COUNTRY     -  US
 DI0855  USGS QUAD   -  PARK RAPIDS NW (1969)
 DI0855
 DI0855                         *CURRENT SURVEY CONTROL
 DI0855  ______________________________________________________________________
 DI0855* NAD 83(1986) POSITION- 46 56 29.0    (N) 095 14 50.7    (W)   HD_HELD2  
 DI0855* NAVD 88 ORTHO HEIGHT -   462.186  (meters)    1516.36  (feet) ADJUSTED  
 DI0855  ______________________________________________________________________
 DI0855  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DI0855  DYNAMIC HEIGHT  -        462.214 (meters)     1516.45  (feet) COMP
 DI0855  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 DI0855
 DI0855  VERT ORDER      -  SECOND    CLASS I
 DI0855
 DI0855.The horizontal coordinates were established by autonomous hand held GPS
 DI0855.observations and have an estimated accuracy of +/- 10 meters.
 DI0855.
 DI0855.The orthometric height was determined by differential leveling and
 DI0855.adjusted in September 2006.
 DI0855
 DI0855.Photographs are available for this station.
 DI0855
 DI0855.The dynamic height is computed by dividing the NAVD 88
 DI0855.geopotential number by the normal gravity value computed on the
 DI0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0855.degrees latitude (g = 980.6199 gals.).
 DI0855
 DI0855.The modeled gravity was interpolated from observed gravity values.
 DI0855
 DI0855;                    North         East    Units  Estimated Accuracy
 DI0855;SPC MN C     -   316,263.      724,061.      MT  (+/- 10 meters HH2 GPS)
 DI0855
 DI0855                          SUPERSEDED SURVEY CONTROL
 DI0855
 DI0855.No superseded survey control is available for this station.
 DI0855
 DI0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2895501102(NAD 83)
 DI0855
 DI0855_MARKER: DD = SURVEY DISK
 DI0855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0855_STAMPING: 0303 V 1 2005
 DI0855_MARK LOGO: MNDT  
 DI0855_PROJECTION: FLUSH
 DI0855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0855+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0855_ROD/PIPE-DEPTH:  9.1 meters
 DI0855
 DI0855  HISTORY     - Date     Condition        Report By
 DI0855  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0855
 DI0855                          STATION DESCRIPTION
 DI0855
 DI0855'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0855'THE MARK IS LOCATED 1.50 MILES NORTH OSAGE,  1.50 MILES NORTH ALONG
 DI0855'COUNTY ROAD 48 FROM THE JUNCTION OF COUNTY ROAD 48 AND TRUNK HIGHWAY
 DI0855'34, TO TRUNK HIGHWAY 34 MILEPOST 66.0, 55.8 FEET WEST OF COUNTY ROAD
 DI0855'48, 22.7 FEET SOUTH OF SOLID WASTE DISPOSEL ROAD, 1.6 FEET NORTH OF
 DI0855'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0854 ***********************************************************************
 DI0854  DESIGNATION -  0303 V 2
 DI0854  PID         -  DI0854
 DI0854  STATE/COUNTY-  MN/BECKER
 DI0854  COUNTRY     -  US
 DI0854  USGS QUAD   -  PARK RAPIDS NW (1969)
 DI0854
 DI0854                         *CURRENT SURVEY CONTROL
 DI0854  ______________________________________________________________________
 DI0854* NAD 83(1986) POSITION- 46 57 51.0    (N) 095 14 48.6    (W)   HD_HELD2  
 DI0854* NAVD 88 ORTHO HEIGHT -   453.680  (meters)    1488.45  (feet) ADJUSTED  
 DI0854  ______________________________________________________________________
 DI0854  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DI0854  DYNAMIC HEIGHT  -        453.709 (meters)     1488.54  (feet) COMP
 DI0854  MODELED GRAVITY -    980,662.4   (mgal)                       NAVD 88
 DI0854
 DI0854  VERT ORDER      -  SECOND    CLASS I
 DI0854
 DI0854.The horizontal coordinates were established by autonomous hand held GPS
 DI0854.observations and have an estimated accuracy of +/- 10 meters.
 DI0854.
 DI0854.The orthometric height was determined by differential leveling and
 DI0854.adjusted in September 2006.
 DI0854
 DI0854.Photographs are available for this station.
 DI0854
 DI0854.The dynamic height is computed by dividing the NAVD 88
 DI0854.geopotential number by the normal gravity value computed on the
 DI0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0854.degrees latitude (g = 980.6199 gals.).
 DI0854
 DI0854.The modeled gravity was interpolated from observed gravity values.
 DI0854
 DI0854;                    North         East    Units  Estimated Accuracy
 DI0854;SPC MN C     -   318,794.      724,138.      MT  (+/- 10 meters HH2 GPS)
 DI0854
 DI0854                          SUPERSEDED SURVEY CONTROL
 DI0854
 DI0854.No superseded survey control is available for this station.
 DI0854
 DI0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2907103632(NAD 83)
 DI0854
 DI0854_MARKER: DD = SURVEY DISK
 DI0854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0854_STAMPING: 0303 V 2 2005
 DI0854_MARK LOGO: MNDT  
 DI0854_PROJECTION: FLUSH
 DI0854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0854+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0854_ROD/PIPE-DEPTH: 22.9 meters
 DI0854
 DI0854  HISTORY     - Date     Condition        Report By
 DI0854  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0854
 DI0854                          STATION DESCRIPTION
 DI0854
 DI0854'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0854'THE MARK IS LOCATED 3.0 MILES NORTH OSAGE,  3.0 MILES NORTH ALONG
 DI0854'COUNTY ROAD 48 FROM THE JUNCTION OF COUNTY ROAD 48 AND TRUNK HIGHWAY
 DI0854'34, TO TRUNK HIGHWAY 34 MILEPOST 66.0, 54.1 FEET EAST OF COUNTY ROAD
 DI0854'135, 61.8 FEET NORTH OF COUNTY ROAD 48, 1.1 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0853 ***********************************************************************
 DI0853  DESIGNATION -  0303 V 3
 DI0853  PID         -  DI0853
 DI0853  STATE/COUNTY-  MN/BECKER
 DI0853  COUNTRY     -  US
 DI0853  USGS QUAD   -  OSAGE (1980)
 DI0853
 DI0853                         *CURRENT SURVEY CONTROL
 DI0853  ______________________________________________________________________
 DI0853* NAD 83(1986) POSITION- 46 59 06.0    (N) 095 15 15.9    (W)   HD_HELD2  
 DI0853* NAVD 88 ORTHO HEIGHT -   464.718  (meters)    1524.66  (feet) ADJUSTED  
 DI0853  ______________________________________________________________________
 DI0853  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DI0853  DYNAMIC HEIGHT  -        464.749 (meters)     1524.76  (feet) COMP
 DI0853  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 DI0853
 DI0853  VERT ORDER      -  SECOND    CLASS I
 DI0853
 DI0853.The horizontal coordinates were established by autonomous hand held GPS
 DI0853.observations and have an estimated accuracy of +/- 10 meters.
 DI0853.
 DI0853.The orthometric height was determined by differential leveling and
 DI0853.adjusted in September 2006.
 DI0853
 DI0853.Photographs are available for this station.
 DI0853
 DI0853.The dynamic height is computed by dividing the NAVD 88
 DI0853.geopotential number by the normal gravity value computed on the
 DI0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0853.degrees latitude (g = 980.6199 gals.).
 DI0853
 DI0853.The modeled gravity was interpolated from observed gravity values.
 DI0853
 DI0853;                    North         East    Units  Estimated Accuracy
 DI0853;SPC MN C     -   321,117.      723,590.      MT  (+/- 10 meters HH2 GPS)
 DI0853
 DI0853                          SUPERSEDED SURVEY CONTROL
 DI0853
 DI0853.No superseded survey control is available for this station.
 DI0853
 DI0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2856105963(NAD 83)
 DI0853
 DI0853_MARKER: DD = SURVEY DISK
 DI0853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0853_STAMPING: 0303 V 3 2005
 DI0853_MARK LOGO: MNDT  
 DI0853_PROJECTION: FLUSH
 DI0853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0853+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0853_ROD/PIPE-DEPTH: 19.8 meters
 DI0853
 DI0853  HISTORY     - Date     Condition        Report By
 DI0853  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0853
 DI0853                          STATION DESCRIPTION
 DI0853
 DI0853'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0853'THE MARK IS LOCATED 5.0 MILES SOUTH SOUTHWEST OF TWO INLETS,  5.0
 DI0853'MILES SOUTH ALONG COUNTY ROAD 135 FROM THE JUNCTION OF COUNTY ROAD 135
 DI0853'AND COUNTY ROAD 44 (0.80 MILES WEST OF TWO INLETS), 51.8 FEET WEST OF
 DI0853'COUNTY ROAD 135, 49.8 FEET SOUTH OF 285 STREET, 1.4 FEET EAST OF
 DI0853'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0852 ***********************************************************************
 DI0852  DESIGNATION -  0303 V 4
 DI0852  PID         -  DI0852
 DI0852  STATE/COUNTY-  MN/BECKER
 DI0852  COUNTRY     -  US
 DI0852  USGS QUAD   -  BIG BASSWOOD LAKE (1969)
 DI0852
 DI0852                         *CURRENT SURVEY CONTROL
 DI0852  ______________________________________________________________________
 DI0852* NAD 83(1986) POSITION- 47 00 29.2    (N) 095 15 21.2    (W)   HD_HELD2  
 DI0852* NAVD 88 ORTHO HEIGHT -   478.386  (meters)    1569.50  (feet) ADJUSTED  
 DI0852  ______________________________________________________________________
 DI0852  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DI0852  DYNAMIC HEIGHT  -        478.420 (meters)     1569.62  (feet) COMP
 DI0852  MODELED GRAVITY -    980,669.6   (mgal)                       NAVD 88
 DI0852
 DI0852  VERT ORDER      -  SECOND    CLASS I
 DI0852
 DI0852.The horizontal coordinates were established by autonomous hand held GPS
 DI0852.observations and have an estimated accuracy of +/- 10 meters.
 DI0852.
 DI0852.The orthometric height was determined by differential leveling and
 DI0852.adjusted in September 2006.
 DI0852
 DI0852.Photographs are available for this station.
 DI0852
 DI0852.The dynamic height is computed by dividing the NAVD 88
 DI0852.geopotential number by the normal gravity value computed on the
 DI0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0852.degrees latitude (g = 980.6199 gals.).
 DI0852
 DI0852.The modeled gravity was interpolated from observed gravity values.
 DI0852
 DI0852;                    North         East    Units  Estimated Accuracy
 DI0852;SPC MN C     -   323,688.      723,510.      MT  (+/- 10 meters HH2 GPS)
 DI0852
 DI0852                          SUPERSEDED SURVEY CONTROL
 DI0852
 DI0852.No superseded survey control is available for this station.
 DI0852
 DI0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2852308535(NAD 83)
 DI0852
 DI0852_MARKER: DD = SURVEY DISK
 DI0852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0852_STAMPING: 0303 V 4 2005
 DI0852_MARK LOGO: MNDT  
 DI0852_PROJECTION: FLUSH
 DI0852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0852+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0852_ROD/PIPE-DEPTH: 10.7 meters
 DI0852
 DI0852  HISTORY     - Date     Condition        Report By
 DI0852  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0852
 DI0852                          STATION DESCRIPTION
 DI0852
 DI0852'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0852'THE MARK IS LOCATED 3.0 MILES SOUTHWEST OF TWO INLETS,  3.4 MILES
 DI0852'SOUTH ALONG COUNTY ROAD 135 FROM THE JUNCTION OF COUNTY ROAD 135 AND
 DI0852'COUNTY ROAD 44 (0.80 MILES WEST OF TWO INLETS), 64.6 FEET SOUTHWEST OF
 DI0852'COUNTY ROAD 135, 48.3 FEET NORTHWEST OF ROAD APPROACH, 1.4 FEET
 DI0852'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0851 ***********************************************************************
 DI0851  DESIGNATION -  0303 V 5
 DI0851  PID         -  DI0851
 DI0851  STATE/COUNTY-  MN/BECKER
 DI0851  COUNTRY     -  US
 DI0851  USGS QUAD   -  TWO INLETS (1972)
 DI0851
 DI0851                         *CURRENT SURVEY CONTROL
 DI0851  ______________________________________________________________________
 DI0851* NAD 83(1986) POSITION- 47 01 40.4    (N) 095 14 32.9    (W)   HD_HELD2  
 DI0851* NAVD 88 ORTHO HEIGHT -   469.336  (meters)    1539.81  (feet) ADJUSTED  
 DI0851  ______________________________________________________________________
 DI0851  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DI0851  DYNAMIC HEIGHT  -        469.371 (meters)     1539.93  (feet) COMP
 DI0851  MODELED GRAVITY -    980,672.5   (mgal)                       NAVD 88
 DI0851
 DI0851  VERT ORDER      -  SECOND    CLASS I
 DI0851
 DI0851.The horizontal coordinates were established by autonomous hand held GPS
 DI0851.observations and have an estimated accuracy of +/- 10 meters.
 DI0851.
 DI0851.The orthometric height was determined by differential leveling and
 DI0851.adjusted in September 2006.
 DI0851
 DI0851.Photographs are available for this station.
 DI0851
 DI0851.The dynamic height is computed by dividing the NAVD 88
 DI0851.geopotential number by the normal gravity value computed on the
 DI0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0851.degrees latitude (g = 980.6199 gals.).
 DI0851
 DI0851.The modeled gravity was interpolated from observed gravity values.
 DI0851
 DI0851;                    North         East    Units  Estimated Accuracy
 DI0851;SPC MN C     -   325,873.      724,558.      MT  (+/- 10 meters HH2 GPS)
 DI0851
 DI0851                          SUPERSEDED SURVEY CONTROL
 DI0851
 DI0851.No superseded survey control is available for this station.
 DI0851
 DI0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2960610703(NAD 83)
 DI0851
 DI0851_MARKER: DD = SURVEY DISK
 DI0851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0851_STAMPING: 0303 V 5 2005
 DI0851_MARK LOGO: MNDT  
 DI0851_PROJECTION: FLUSH
 DI0851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0851+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 DI0851_ROD/PIPE-DEPTH:  9.1 meters
 DI0851
 DI0851  HISTORY     - Date     Condition        Report By
 DI0851  HISTORY     - 20050509 MONUMENTED       MNDT
 DI0851
 DI0851                          STATION DESCRIPTION
 DI0851
 DI0851'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0851'THE MARK IS LOCATED 1.5 MILES SOUTHWEST OF TWO INLETS,  1.70 MILES
 DI0851'SOUTH ALONG COUNTY ROAD 135 FROM THE JUNCTION OF COUNTY ROAD 135 AND
 DI0851'COUNTY ROAD 44 (0.80 MILES WEST OF TWO INLETS), 54.6 FEET NORTHWEST OF
 DI0851'COUNTY ROAD 135, 23.9 FEET SOUTHEAST OF OLD ROAD GRADE, 1.1 FEET
 DI0851'SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7136 ***********************************************************************
 DG7136  DESIGNATION -  0303 W
 DG7136  PID         -  DG7136
 DG7136  STATE/COUNTY-  MN/BECKER
 DG7136  COUNTRY     -  US
 DG7136  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7136
 DG7136                         *CURRENT SURVEY CONTROL
 DG7136  ______________________________________________________________________
 DG7136* NAD 83(1986) POSITION- 46 55 16.     (N) 095 13 12.     (W)   SCALED    
 DG7136* NAVD 88 ORTHO HEIGHT -   453.179  (meters)    1486.80  (feet) ADJUSTED  
 DG7136  ______________________________________________________________________
 DG7136  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DG7136  DYNAMIC HEIGHT  -        453.206 (meters)     1486.89  (feet) COMP
 DG7136  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DG7136
 DG7136  VERT ORDER      -  SECOND    CLASS I
 DG7136
 DG7136.The horizontal coordinates were scaled from a topographic map and have
 DG7136.an estimated accuracy of +/- 6 seconds.
 DG7136.
 DG7136.The orthometric height was determined by differential leveling and
 DG7136.adjusted in December 2004.
 DG7136
 DG7136.Photographs are available for this station.
 DG7136
 DG7136.The dynamic height is computed by dividing the NAVD 88
 DG7136.geopotential number by the normal gravity value computed on the
 DG7136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7136.degrees latitude (g = 980.6199 gals.).
 DG7136
 DG7136.The modeled gravity was interpolated from observed gravity values.
 DG7136
 DG7136;                    North         East    Units  Estimated Accuracy
 DG7136;SPC MN C     -   313,980.      726,120.      MT  (+/- 180 meters Scaled)
 DG7136
 DG7136                          SUPERSEDED SURVEY CONTROL
 DG7136
 DG7136.No superseded survey control is available for this station.
 DG7136
 DG7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM309987(NAD 83)
 DG7136
 DG7136_MARKER: DD = SURVEY DISK
 DG7136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7136_STAMPING: 0303 W 2000
 DG7136_MARK LOGO: MNDT  
 DG7136_PROJECTION: RECESSED 3 CENTIMETERS
 DG7136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7136+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 DG7136_ROD/PIPE-DEPTH: 21.3 meters
 DG7136
 DG7136  HISTORY     - Date     Condition        Report By
 DG7136  HISTORY     - 2000     MONUMENTED       MNDT
 DG7136  HISTORY     - 20050503 GOOD             MNDT
 DG7136
 DG7136                          STATION DESCRIPTION
 DG7136
 DG7136'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7136'1.75 MI (2.82 KM) EAST OF OSAGE, 2.25 MI (3.62 KM) EAST ALONG TH 34
 DG7136'FROM JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP
 DG7136'67.25, 85 FT (25.9 M) SOUTH OF TH 34, 6.9 FT (2.1 M) WEST OF P-POLE,
 DG7136'7.0 FT (2.1 M) WSW OF CABLE MARKER, 2.4 FT (0.7 M) EAST OF WIT POST,
 DG7136'MAGNETIC, SUITABLE FOR GPS, RECESSED 1 INCH.
 DG7136
 DG7136                          STATION RECOVERY (2005)
 DG7136
 DG7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7136'1.75 MILES EAST OF OSAGE, 2.25 MILES EAST ALONG TRUNK HIGHWAY 34 FROM
 DG7136'JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 225 (0.5 MILES WEST OF
 DG7136'OSAGE,) AT TRUNK HIGHWAY 34 MILEPOINT 67.25, 85 FEET SOUTH OF TRUNK
 DG7136'HIGHWAY 34, 6.9 FEET WEST OF POWER POLE, 7.0 FEET WEST-SOUTHWEST OF
 DG7136'CABLE MARKER, 2.4 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7137 ***********************************************************************
 DG7137  DESIGNATION -  0303 X
 DG7137  PID         -  DG7137
 DG7137  STATE/COUNTY-  MN/BECKER
 DG7137  COUNTRY     -  US
 DG7137  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7137
 DG7137                         *CURRENT SURVEY CONTROL
 DG7137  ______________________________________________________________________
 DG7137* NAD 83(1986) POSITION- 46 55 15.     (N) 095 10 59.     (W)   SCALED    
 DG7137* NAVD 88 ORTHO HEIGHT -   449.540  (meters)    1474.87  (feet) ADJUSTED  
 DG7137  ______________________________________________________________________
 DG7137  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DG7137  DYNAMIC HEIGHT  -        449.565 (meters)     1474.95  (feet) COMP
 DG7137  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 DG7137
 DG7137  VERT ORDER      -  SECOND    CLASS I
 DG7137
 DG7137.The horizontal coordinates were scaled from a topographic map and have
 DG7137.an estimated accuracy of +/- 6 seconds.
 DG7137.
 DG7137.The orthometric height was determined by differential leveling and
 DG7137.adjusted in December 2004.
 DG7137
 DG7137.The dynamic height is computed by dividing the NAVD 88
 DG7137.geopotential number by the normal gravity value computed on the
 DG7137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7137.degrees latitude (g = 980.6199 gals.).
 DG7137
 DG7137.The modeled gravity was interpolated from observed gravity values.
 DG7137
 DG7137;                    North         East    Units  Estimated Accuracy
 DG7137;SPC MN C     -   313,920.      728,930.      MT  (+/- 180 meters Scaled)
 DG7137
 DG7137                          SUPERSEDED SURVEY CONTROL
 DG7137
 DG7137.No superseded survey control is available for this station.
 DG7137
 DG7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM337986(NAD 83)
 DG7137
 DG7137_MARKER: DD = SURVEY DISK
 DG7137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7137_STAMPING: 0303 X 2000
 DG7137_MARK LOGO: MNDT  
 DG7137_PROJECTION: FLUSH
 DG7137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7137+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7137_ROD/PIPE-DEPTH: 16.8 meters
 DG7137
 DG7137  HISTORY     - Date     Condition        Report By
 DG7137  HISTORY     - 2000     MONUMENTED       MNDT
 DG7137
 DG7137                          STATION DESCRIPTION
 DG7137
 DG7137'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7137'3.50 MI (5.63 KM) EAST OF OSAGE, 4.0 MI (6.4 KM) EAST ALONG TH 34 FROM
 DG7137'JCT OF TH 34 AND TH 225 (0.5 MI WEST OF OSAGE,) AT TH 34 MP 69.00,
 DG7137'132.5 FT (40.4 M) NORTH OF TH 34, 45 FT (13.7 M) EAST OF ROAD, 38.6 FT
 DG7137'(11.8 M) NORTH OF CABLE MARKER, 2.2 FT (0.7 M) NORTH OF WIT POST,
 DG7137'MAGNETIC, SUITABLE FOR GPS, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7138 ***********************************************************************
 DG7138  DESIGNATION -  0303 Y
 DG7138  PID         -  DG7138
 DG7138  STATE/COUNTY-  MN/BECKER
 DG7138  COUNTRY     -  US
 DG7138  USGS QUAD   -  PARK RAPIDS NW (1969)
 DG7138
 DG7138                         *CURRENT SURVEY CONTROL
 DG7138  ______________________________________________________________________
 DG7138* NAD 83(1986) POSITION- 46 55 16.     (N) 095 09 47.     (W)   SCALED    
 DG7138* NAVD 88 ORTHO HEIGHT -   447.877  (meters)    1469.41  (feet) ADJUSTED  
 DG7138  ______________________________________________________________________
 DG7138  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DG7138  DYNAMIC HEIGHT  -        447.901 (meters)     1469.49  (feet) COMP
 DG7138  MODELED GRAVITY -    980,653.8   (mgal)                       NAVD 88
 DG7138
 DG7138  VERT ORDER      -  SECOND    CLASS I
 DG7138
 DG7138.The horizontal coordinates were scaled from a topographic map and have
 DG7138.an estimated accuracy of +/- 6 seconds.
 DG7138.
 DG7138.The orthometric height was determined by differential leveling and
 DG7138.adjusted in December 2004.
 DG7138
 DG7138.The dynamic height is computed by dividing the NAVD 88
 DG7138.geopotential number by the normal gravity value computed on the
 DG7138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7138.degrees latitude (g = 980.6199 gals.).
 DG7138
 DG7138.The modeled gravity was interpolated from observed gravity values.
 DG7138
 DG7138;                    North         East    Units  Estimated Accuracy
 DG7138;SPC MN C     -   313,930.      730,460.      MT  (+/- 180 meters Scaled)
 DG7138
 DG7138                          SUPERSEDED SURVEY CONTROL
 DG7138
 DG7138.No superseded survey control is available for this station.
 DG7138
 DG7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM353986(NAD 83)
 DG7138
 DG7138_MARKER: DD = SURVEY DISK
 DG7138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7138_STAMPING: 0303 Y 2000
 DG7138_MARK LOGO: MNDT  
 DG7138_PROJECTION: RECESSED 3 CENTIMETERS
 DG7138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7138+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7138_ROD/PIPE-DEPTH: 15.2 meters
 DG7138
 DG7138  HISTORY     - Date     Condition        Report By
 DG7138  HISTORY     - 2000     MONUMENTED       MNDT
 DG7138
 DG7138                          STATION DESCRIPTION
 DG7138
 DG7138'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7138'5.0 MI (8.0 KM) WEST OF PARK RAPIDS, 5.0 MI (8.0 KM) WEST ALONG TH 34
 DG7138'FROM JCT OF TH 34 AND TH 71 IN PARK RAPIDS, AT TH 34 MP 70.05, 110.5
 DG7138'FT (33.7 M) NORTH OF TH 34, 60 FT (18.3 M) WEST OF CO RD 117, 10.5 FT
 DG7138'(3.2 M) SSE OF FENCE CORNER, 36.7 FT (11.2 M) NW OF CABLE MARKER, 2.1
 DG7138'FT (0.6 M) NORTH OF WIT POST, MAGNETIC, SUITABLE FOR GPS, RECESSED 1
 DG7138'INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8154 ***********************************************************************
 DG8154  DESIGNATION -  0305 A RESET
 DG8154  PID         -  DG8154
 DG8154  STATE/COUNTY-  MN/BECKER
 DG8154  COUNTRY     -  US
 DG8154  USGS QUAD   -  DETROIT LAKES (1982)
 DG8154
 DG8154                         *CURRENT SURVEY CONTROL
 DG8154  ______________________________________________________________________
 DG8154* NAD 83(2007) POSITION- 46 49 44.80917(N) 095 51 15.32104(W)   ADJUSTED  
 DG8154* NAD 83(2007) ELLIP HT-   388.079 (meters)        (02/10/07)   ADJUSTED
 DG8154* NAD 83(2007) EPOCH   -  2002.00
 DG8154* NAVD 88 ORTHO HEIGHT -   414.642  (meters)    1360.37  (feet) ADJUSTED  
 DG8154  ______________________________________________________________________
 DG8154  NAD 83(2007) X  -   -445,919.192 (meters)                     COMP
 DG8154  NAD 83(2007) Y  - -4,349,026.655 (meters)                     COMP
 DG8154  NAD 83(2007) Z  -  4,629,070.998 (meters)                     COMP
 DG8154  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC09
 DG8154  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DG8154  DYNAMIC HEIGHT  -        414.671 (meters)     1360.47  (feet) COMP
 DG8154  MODELED GRAVITY -    980,670.0   (mgal)                       NAVD 88
 DG8154
 DG8154  VERT ORDER      -  SECOND    CLASS I
 DG8154
 DG8154  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8154  Type                                         Horiz  Ellip  Dist(km)
 DG8154  -------------------------------------------------------------------
 DG8154  NETWORK                                       0.48   0.65
 DG8154  -------------------------------------------------------------------
 DG8154  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.41   0.53      1.38
 DG8154  -------------------------------------------------------------------
 DG8154  NOTE: Click here for information on individual local accuracy
 DG8154  values and other accuracy information.
 DG8154
 DG8154
 DG8154.The horizontal coordinates were established by GPS observations
 DG8154.and adjusted by the National Geodetic Survey in February 2007.
 DG8154
 DG8154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8154.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8154
 DG8154.The horizontal coordinates are valid at the epoch date displayed above
 DG8154.which is a decimal equivalence of Year/Month/Day.
 DG8154
 DG8154.The orthometric height was determined by differential leveling and
 DG8154.adjusted in September 2006.
 DG8154
 DG8154.Photographs are available for this station.
 DG8154
 DG8154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8154
 DG8154.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8154
 DG8154.The ellipsoidal height was determined by GPS observations
 DG8154.and is referenced to NAD 83.
 DG8154
 DG8154.The dynamic height is computed by dividing the NAVD 88
 DG8154.geopotential number by the normal gravity value computed on the
 DG8154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8154.degrees latitude (g = 980.6199 gals.).
 DG8154
 DG8154.The modeled gravity was interpolated from observed gravity values.
 DG8154
 DG8154. The following values were computed from the NAD 83(2007) position.
 DG8154
 DG8154;                    North         East     Units Scale Factor Converg.
 DG8154;SPC MN C     -   304,542.966   677,611.604   MT  0.99995921   -1 09 37.8
 DG8154;SPC MN C     -   999,154.71  2,223,130.74   sFT  0.99995921   -1 09 37.8
 DG8154;UTM  15      - 5,190,130.385   282,318.310   MT  1.00018245   -2 04 56.9
 DG8154
 DG8154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8154!SPC MN C     -   0.99993917  x   0.99995921  =   0.99989838
 DG8154!UTM  15      -   0.99993917  x   1.00018245  =   1.00012161
 DG8154
 DG8154:                Primary Azimuth Mark                     Grid Az
 DG8154:SPC MN C     -  0305 B                                   342 00 50.3
 DG8154:UTM  15      -  0305 B                                   342 56 09.4
 DG8154
 DG8154|---------------------------------------------------------------------|
 DG8154| PID    Reference Object                     Distance      Geod. Az  |
 DG8154|                                                           dddmmss.s |
 DG8154| DG8155 0305 B                              APPROX. 1.6 KM 3405112.5 |
 DG8154|---------------------------------------------------------------------|
 DG8154
 DG8154                          SUPERSEDED SURVEY CONTROL
 DG8154
 DG8154  NAD 83(1996)-  46 49 44.80882(N)    095 51 15.32115(W) AD(       ) 1
 DG8154  ELLIP H (12/06/04)  388.105  (m)                       GP(       ) 4 1
 DG8154  NAVD 88 (12/06/04)  414.64   (m)         1360.4    (f) LEVELING    3  
 DG8154
 DG8154.Superseded values are not recommended for survey control.
 DG8154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8154.See file dsdata.txt to determine how the superseded data were derived.
 DG8154
 DG8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8231890130(NAD 83)
 DG8154
 DG8154_MARKER: DB = BENCH MARK DISK
 DG8154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8154_STAMPING: 0305 A RESET 1970
 DG8154_MARK LOGO: MNHD  
 DG8154_PROJECTION: RECESSED 5 CENTIMETERS
 DG8154_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8154+STABILITY: SURFACE MOTION
 DG8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8154+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DG8154
 DG8154  HISTORY     - Date     Condition        Report By
 DG8154  HISTORY     - 1970     MONUMENTED       MNHD
 DG8154  HISTORY     - 20040721 GOOD             MNDT
 DG8154
 DG8154                          STATION DESCRIPTION
 DG8154
 DG8154'DESCRIBED BY MN HIGHWAY DEPT 1970
 DG8154'0.5 MILE NORTHWEST OF DETROIT LAKES, 0.4 MILE NORTH OF TRUNK HIGHWAY
 DG8154'10, AT TRUNK HIGHWAY 59 MILEPOINT 264.4, 99 FEET WEST OF TRUNK HIGHWAY
 DG8154'59, 22.5 FEET NORTH NORTHEAST OF POWER POLE, 18.5 FEET EAST OF TWIN
 DG8154'OAK TREE, 40.1 FEET EAST OF EDGE OF BITUMINOUS, 100.3 FEET WEST OF
 DG8154'TRUNK HIGHWAY 59, 1.0 FOOT EAST OF WITNESS POST
 DG8154
 DG8154                          STATION RECOVERY (2004)
 DG8154
 DG8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DG8154'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7095 ***********************************************************************
 DG7095  DESIGNATION -  0305 AB
 DG7095  PID         -  DG7095
 DG7095  STATE/COUNTY-  MN/BECKER
 DG7095  COUNTRY     -  US
 DG7095  USGS QUAD   -  DETROIT LAKES (1982)
 DG7095
 DG7095                         *CURRENT SURVEY CONTROL
 DG7095  ______________________________________________________________________
 DG7095* NAD 83(1986) POSITION- 46 49 25.     (N) 095 51 19.     (W)   SCALED    
 DG7095* NAVD 88 ORTHO HEIGHT -   423.783  (meters)    1390.36  (feet) ADJUSTED  
 DG7095  ______________________________________________________________________
 DG7095  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DG7095  DYNAMIC HEIGHT  -        423.812 (meters)     1390.46  (feet) COMP
 DG7095  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 DG7095
 DG7095  VERT ORDER      -  SECOND    CLASS I
 DG7095
 DG7095.The horizontal coordinates were scaled from a topographic map and have
 DG7095.an estimated accuracy of +/- 6 seconds.
 DG7095.
 DG7095.The orthometric height was determined by differential leveling and
 DG7095.adjusted in December 2004.
 DG7095
 DG7095.Photographs are available for this station.
 DG7095
 DG7095.The dynamic height is computed by dividing the NAVD 88
 DG7095.geopotential number by the normal gravity value computed on the
 DG7095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7095.degrees latitude (g = 980.6199 gals.).
 DG7095
 DG7095.The modeled gravity was interpolated from observed gravity values.
 DG7095
 DG7095;                    North         East    Units  Estimated Accuracy
 DG7095;SPC MN C     -   303,930.      677,520.      MT  (+/- 180 meters Scaled)
 DG7095
 DG7095                          SUPERSEDED SURVEY CONTROL
 DG7095
 DG7095.No superseded survey control is available for this station.
 DG7095
 DG7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM822895(NAD 83)
 DG7095
 DG7095_MARKER: DB = BENCH MARK DISK
 DG7095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7095_SP_SET: RAILROAD BRIDGE ABUTMENT
 DG7095_STAMPING: 0305 AB 1973
 DG7095_MARK LOGO: MNDT  
 DG7095_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7095+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DG7095
 DG7095  HISTORY     - Date     Condition        Report By
 DG7095  HISTORY     - 1973     MONUMENTED       MNHD
 DG7095  HISTORY     - 20000920 GOOD             MNDT
 DG7095  HISTORY     - 20031125 GOOD             MNDT
 DG7095  HISTORY     - 20040715 GOOD             MNDT
 DG7095
 DG7095                          STATION DESCRIPTION
 DG7095
 DG7095'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7095'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN DETROIT
 DG7095'LAKES, IN ABUT AT SE COR OF TH 59 BRDG NO 03005 OVER RR TRACKS.
 DG7095
 DG7095                          STATION RECOVERY (2003)
 DG7095
 DG7095'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG7095'RECOVERED AS DESCRIBED.
 DG7095
 DG7095                          STATION RECOVERY (2004)
 DG7095
 DG7095'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7095'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8155 ***********************************************************************
 DG8155  DESIGNATION -  0305 B
 DG8155  PID         -  DG8155
 DG8155  STATE/COUNTY-  MN/BECKER
 DG8155  COUNTRY     -  US
 DG8155  USGS QUAD   -  DETROIT LAKES (1982)
 DG8155
 DG8155                         *CURRENT SURVEY CONTROL
 DG8155  ______________________________________________________________________
 DG8155* NAD 83(2007) POSITION- 46 50 35.17673(N) 095 51 40.80712(W)   ADJUSTED  
 DG8155* NAD 83(2007) ELLIP HT-   393.218 (meters)        (02/10/07)   ADJUSTED
 DG8155* NAD 83(2007) EPOCH   -  2002.00
 DG8155* NAVD 88 ORTHO HEIGHT -   419.791  (meters)    1377.26  (feet) ADJUSTED  
 DG8155  ______________________________________________________________________
 DG8155  NAD 83(2007) X  -   -446,341.053 (meters)                     COMP
 DG8155  NAD 83(2007) Y  - -4,347,846.414 (meters)                     COMP
 DG8155  NAD 83(2007) Z  -  4,630,138.804 (meters)                     COMP
 DG8155  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC09
 DG8155  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG8155  DYNAMIC HEIGHT  -        419.820 (meters)     1377.36  (feet) COMP
 DG8155  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DG8155
 DG8155  VERT ORDER      -  SECOND    CLASS I
 DG8155
 DG8155  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8155  Type                                         Horiz  Ellip  Dist(km)
 DG8155  -------------------------------------------------------------------
 DG8155  NETWORK                                       0.45   0.59
 DG8155  -------------------------------------------------------------------
 DG8155  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.38   0.50      2.35
 DG8155  -------------------------------------------------------------------
 DG8155  NOTE: Click here for information on individual local accuracy
 DG8155  values and other accuracy information.
 DG8155
 DG8155
 DG8155.The horizontal coordinates were established by GPS observations
 DG8155.and adjusted by the National Geodetic Survey in February 2007.
 DG8155
 DG8155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8155.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8155
 DG8155.The horizontal coordinates are valid at the epoch date displayed above
 DG8155.which is a decimal equivalence of Year/Month/Day.
 DG8155
 DG8155.The orthometric height was determined by differential leveling and
 DG8155.adjusted in September 2006.
 DG8155
 DG8155.Photographs are available for this station.
 DG8155
 DG8155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8155
 DG8155.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8155
 DG8155.The ellipsoidal height was determined by GPS observations
 DG8155.and is referenced to NAD 83.
 DG8155
 DG8155.The dynamic height is computed by dividing the NAVD 88
 DG8155.geopotential number by the normal gravity value computed on the
 DG8155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8155.degrees latitude (g = 980.6199 gals.).
 DG8155
 DG8155.The modeled gravity was interpolated from observed gravity values.
 DG8155
 DG8155. The following values were computed from the NAD 83(2007) position.
 DG8155
 DG8155;                    North         East     Units Scale Factor Converg.
 DG8155;SPC MN C     -   306,108.891   677,103.226   MT  0.99996135   -1 09 56.2
 DG8155;SPC MN C     - 1,004,292.25  2,221,462.83   sFT  0.99996135   -1 09 56.2
 DG8155;UTM  15      - 5,191,704.642   281,835.093   MT  1.00018504   -2 05 17.2
 DG8155
 DG8155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8155!SPC MN C     -   0.99993837  x   0.99996135  =   0.99989972
 DG8155!UTM  15      -   0.99993837  x   1.00018504  =   1.00012339
 DG8155
 DG8155:                Primary Azimuth Mark                     Grid Az
 DG8155:SPC MN C     -  0305 A RESET                             162 00 50.1
 DG8155:UTM  15      -  0305 A RESET                             162 56 11.1
 DG8155
 DG8155|---------------------------------------------------------------------|
 DG8155| PID    Reference Object                     Distance      Geod. Az  |
 DG8155|                                                           dddmmss.s |
 DG8155| DG8154 0305 A RESET                        APPROX. 1.6 KM 1605053.9 |
 DG8155|---------------------------------------------------------------------|
 DG8155
 DG8155                          SUPERSEDED SURVEY CONTROL
 DG8155
 DG8155  NAD 83(1996)-  46 50 35.17640(N)    095 51 40.80719(W) AD(       ) 1
 DG8155  ELLIP H (12/06/04)  393.243  (m)                       GP(       ) 4 1
 DG8155  NAVD 88 (12/06/04)  419.79   (m)         1377.3    (f) LEVELING    3  
 DG8155
 DG8155.Superseded values are not recommended for survey control.
 DG8155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8155.See file dsdata.txt to determine how the superseded data were derived.
 DG8155
 DG8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8183591704(NAD 83)
 DG8155
 DG8155_MARKER: DV = VERTICAL CONTROL DISK
 DG8155_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8155_STAMPING: 0305 B 1974
 DG8155_MARK LOGO: MNHD  
 DG8155_PROJECTION: FLUSH
 DG8155_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG8155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8155+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 DG8155
 DG8155  HISTORY     - Date     Condition        Report By
 DG8155  HISTORY     - 1974     MONUMENTED       MNHD
 DG8155  HISTORY     - 20040720 GOOD             MNDT
 DG8155
 DG8155                          STATION DESCRIPTION
 DG8155
 DG8155'DESCRIBED BY MN HIGHWAY DEPT 1974
 DG8155'1.5 MILES NORTH OF DETROIT LAKES, 1.5 MILES NORTH OF TRUNK HIGHWAY 10,
 DG8155'0.5 MILE NORTH OF TRUNK HIGHWAY 59 MILEPOST 265, 166 FEET EAST OF
 DG8155'TRUNK HIGHWAY 59, AT JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 59
 DG8155'FRONTAGE ROAD, 8 FEET NORTH OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS
 DG8155'POS
 DG8155
 DG8155                          STATION RECOVERY (2004)
 DG8155
 DG8155'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DG8155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9548 ***********************************************************************
 DH9548  DESIGNATION -  0305 BB RESET
 DH9548  PID         -  DH9548
 DH9548  STATE/COUNTY-  MN/BECKER
 DH9548  COUNTRY     -  US
 DH9548  USGS QUAD   -  OGEMA (1969)
 DH9548
 DH9548                         *CURRENT SURVEY CONTROL
 DH9548  ______________________________________________________________________
 DH9548* NAD 83(1986) POSITION- 47 01 15.0    (N) 095 54 47.5    (W)   HD_HELD2  
 DH9548* NAVD 88 ORTHO HEIGHT -   407.620  (meters)    1337.33  (feet) ADJUSTED  
 DH9548  ______________________________________________________________________
 DH9548  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DH9548  DYNAMIC HEIGHT  -        407.646 (meters)     1337.42  (feet) COMP
 DH9548  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DH9548
 DH9548  VERT ORDER      -  SECOND    CLASS I
 DH9548
 DH9548.The horizontal coordinates were established by autonomous hand held GPS
 DH9548.observations and have an estimated accuracy of +/- 10 meters.
 DH9548.
 DH9548.The orthometric height was determined by differential leveling and
 DH9548.adjusted in September 2006.
 DH9548
 DH9548.Photographs are available for this station.
 DH9548
 DH9548.The dynamic height is computed by dividing the NAVD 88
 DH9548.geopotential number by the normal gravity value computed on the
 DH9548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9548.degrees latitude (g = 980.6199 gals.).
 DH9548
 DH9548.The modeled gravity was interpolated from observed gravity values.
 DH9548
 DH9548;                    North         East    Units  Estimated Accuracy
 DH9548;SPC MN C     -   325,944.      673,563.      MT  (+/- 10 meters HH2 GPS)
 DH9548
 DH9548                          SUPERSEDED SURVEY CONTROL
 DH9548
 DH9548.No superseded survey control is available for this station.
 DH9548
 DH9548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7861511598(NAD 83)
 DH9548
 DH9548_MARKER: DV = VERTICAL CONTROL DISK
 DH9548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH9548_STAMPING: 0305 BB RESET 1977
 DH9548_MARK LOGO: MNHD  
 DH9548_PROJECTION: FLUSH
 DH9548_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9548+SATELLITE: SATELLITE OBSERVATIONS - 1977
 DH9548
 DH9548  HISTORY     - Date     Condition        Report By
 DH9548  HISTORY     - 1977     MONUMENTED       MNHD
 DH9548
 DH9548                          STATION DESCRIPTION
 DH9548
 DH9548'DESCRIBED BY MN HIGHWAY DEPT 1977
 DH9548'2.5 MILES NORTH OF CALLAWAY, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 59
 DH9548'FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14 (0.7 MI NORTH OF
 DH9548'CALLAWAY), AT TRUNK HIGHWAY 59 MILEPOINT 278.4, 225 FEET WEST OF TRUNK
 DH9548'HIGHWAY 59, 33 FEET NORTH OF 310 STREET, 5.0 FEET SOUTHWEST OF
 DH9548'RAILROAD TIE POST, 1.0 FEET SOUTH OF WITNESS POST AND RIGHT OF WAY
 DH9548'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8156 ***********************************************************************
 DG8156  DESIGNATION -  0305 C
 DG8156  PID         -  DG8156
 DG8156  STATE/COUNTY-  MN/BECKER
 DG8156  COUNTRY     -  US
 DG8156  USGS QUAD   -  AUDUBON (1982)
 DG8156
 DG8156                         *CURRENT SURVEY CONTROL
 DG8156  ______________________________________________________________________
 DG8156* NAD 83(2007) POSITION- 46 52 02.00532(N) 095 53 25.17605(W)   ADJUSTED  
 DG8156* NAD 83(2007) ELLIP HT-   399.203 (meters)        (02/10/07)   ADJUSTED
 DG8156* NAD 83(2007) EPOCH   -  2002.00
 DG8156* NAVD 88 ORTHO HEIGHT -   425.795  (meters)    1396.96  (feet) ADJUSTED  
 DG8156  ______________________________________________________________________
 DG8156  NAD 83(2007) X  -   -448,340.624 (meters)                     COMP
 DG8156  NAD 83(2007) Y  - -4,345,677.964 (meters)                     COMP
 DG8156  NAD 83(2007) Z  -  4,631,976.856 (meters)                     COMP
 DG8156  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC09
 DG8156  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG8156  DYNAMIC HEIGHT  -        425.825 (meters)     1397.06  (feet) COMP
 DG8156  MODELED GRAVITY -    980,670.3   (mgal)                       NAVD 88
 DG8156
 DG8156  VERT ORDER      -  SECOND    CLASS I
 DG8156
 DG8156  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8156  Type                                         Horiz  Ellip  Dist(km)
 DG8156  -------------------------------------------------------------------
 DG8156  NETWORK                                       0.64   0.76
 DG8156  -------------------------------------------------------------------
 DG8156  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.22   0.33      1.21
 DG8156  -------------------------------------------------------------------
 DG8156  NOTE: Click here for information on individual local accuracy
 DG8156  values and other accuracy information.
 DG8156
 DG8156
 DG8156.The horizontal coordinates were established by GPS observations
 DG8156.and adjusted by the National Geodetic Survey in February 2007.
 DG8156
 DG8156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8156.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8156
 DG8156.The horizontal coordinates are valid at the epoch date displayed above
 DG8156.which is a decimal equivalence of Year/Month/Day.
 DG8156
 DG8156.The orthometric height was determined by differential leveling and
 DG8156.adjusted in September 2006.
 DG8156
 DG8156.Photographs are available for this station.
 DG8156
 DG8156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8156
 DG8156.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8156
 DG8156.The ellipsoidal height was determined by GPS observations
 DG8156.and is referenced to NAD 83.
 DG8156
 DG8156.The dynamic height is computed by dividing the NAVD 88
 DG8156.geopotential number by the normal gravity value computed on the
 DG8156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8156.degrees latitude (g = 980.6199 gals.).
 DG8156
 DG8156.The modeled gravity was interpolated from observed gravity values.
 DG8156
 DG8156. The following values were computed from the NAD 83(2007) position.
 DG8156
 DG8156;                    North         East     Units Scale Factor Converg.
 DG8156;SPC MN C     -   308,834.873   674,947.886   MT  0.99996518   -1 11 11.7
 DG8156;SPC MN C     - 1,013,235.75  2,214,391.52   sFT  0.99996518   -1 11 11.7
 DG8156;UTM  15      - 5,194,465.619   279,723.465   MT  1.00019641   -2 06 36.4
 DG8156
 DG8156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8156!SPC MN C     -   0.99993743  x   0.99996518  =   0.99990261
 DG8156!UTM  15      -   0.99993743  x   1.00019641  =   1.00013383
 DG8156
 DG8156:                Primary Azimuth Mark                     Grid Az
 DG8156:SPC MN C     -  0305 U                                   332 31 32.8
 DG8156:UTM  15      -  0305 U                                   333 26 57.5
 DG8156
 DG8156|---------------------------------------------------------------------|
 DG8156| PID    Reference Object                     Distance      Geod. Az  |
 DG8156|                                                           dddmmss.s |
 DG8156| DG8167 0305 U                              APPROX. 1.2 KM 3312021.1 |
 DG8156|---------------------------------------------------------------------|
 DG8156
 DG8156                          SUPERSEDED SURVEY CONTROL
 DG8156
 DG8156  NAD 83(1996)-  46 52 02.00499(N)    095 53 25.17616(W) AD(       ) 1
 DG8156  ELLIP H (12/06/04)  399.225  (m)                       GP(       ) 4 1
 DG8156  NAVD 88 (12/06/04)  425.80   (m)         1397.0    (f) LEVELING    3  
 DG8156
 DG8156.Superseded values are not recommended for survey control.
 DG8156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8156.See file dsdata.txt to determine how the superseded data were derived.
 DG8156
 DG8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7972394465(NAD 83)
 DG8156
 DG8156_MARKER: DV = VERTICAL CONTROL DISK
 DG8156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8156_STAMPING: 0305 C 1974
 DG8156_MARK LOGO: MNHD  
 DG8156_PROJECTION: PROJECTING 8 CENTIMETERS
 DG8156_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG8156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8156+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 DG8156
 DG8156  HISTORY     - Date     Condition        Report By
 DG8156  HISTORY     - 1974     MONUMENTED       MNHD
 DG8156  HISTORY     - 20040720 GOOD             MNDT
 DG8156
 DG8156                          STATION DESCRIPTION
 DG8156
 DG8156'DESCRIBED BY MN HIGHWAY DEPT 1974
 DG8156'3.8 MILES NORTH OF DETROIT LAKES, 3.8 MILES NORTH OF TRUNK HIGHWAY 10,
 DG8156'AT TRUNK HIGHWAY 59 MILEPOINT 267.7, 146 FEET WEST OF TRUNK HIGHWAY
 DG8156'59, 43.4 FEET WEST OF WEST RAIL OF RAILROAD, 1.8 FEET EAST OF FENCE,
 DG8156'1.0 FOOT SOUTH OF WITNESS POST
 DG8156
 DG8156                          STATION RECOVERY (2004)
 DG8156
 DG8156'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DG8156'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8157 ***********************************************************************
 DG8157  DESIGNATION -  0305 CC
 DG8157  PID         -  DG8157
 DG8157  STATE/COUNTY-  MN/BECKER
 DG8157  COUNTRY     -  US
 DG8157  USGS QUAD   -  OGEMA (1969)
 DG8157
 DG8157                         *CURRENT SURVEY CONTROL
 DG8157  ______________________________________________________________________
 DG8157* NAD 83(2007) POSITION- 47 02 12.08762(N) 095 54 46.01441(W)   ADJUSTED  
 DG8157* NAD 83(2007) ELLIP HT-   369.205 (meters)        (02/10/07)   ADJUSTED
 DG8157* NAD 83(2007) EPOCH   -  2002.00
 DG8157* NAVD 88 ORTHO HEIGHT -   396.139  (meters)    1299.67  (feet) ADJUSTED  
 DG8157  ______________________________________________________________________
 DG8157  NAD 83(2007) X  -   -448,623.263 (meters)                     COMP
 DG8157  NAD 83(2007) Y  - -4,331,786.296 (meters)                     COMP
 DG8157  NAD 83(2007) Z  -  4,644,815.874 (meters)                     COMP
 DG8157  LAPLACE CORR    -          0.91  (seconds)                    DEFLEC09
 DG8157  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DG8157  DYNAMIC HEIGHT  -        396.163 (meters)     1299.74  (feet) COMP
 DG8157  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DG8157
 DG8157  VERT ORDER      -  SECOND    CLASS I
 DG8157
 DG8157  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8157  Type                                         Horiz  Ellip  Dist(km)
 DG8157  -------------------------------------------------------------------
 DG8157  NETWORK                                       0.66   0.88
 DG8157  -------------------------------------------------------------------
 DG8157  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.71      1.99
 DG8157  -------------------------------------------------------------------
 DG8157  NOTE: Click here for information on individual local accuracy
 DG8157  values and other accuracy information.
 DG8157
 DG8157
 DG8157.The horizontal coordinates were established by GPS observations
 DG8157.and adjusted by the National Geodetic Survey in February 2007.
 DG8157
 DG8157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8157.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8157
 DG8157.The horizontal coordinates are valid at the epoch date displayed above
 DG8157.which is a decimal equivalence of Year/Month/Day.
 DG8157
 DG8157.The orthometric height was determined by differential leveling and
 DG8157.adjusted in September 2006.
 DG8157
 DG8157.Photographs are available for this station.
 DG8157
 DG8157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8157
 DG8157.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8157
 DG8157.The ellipsoidal height was determined by GPS observations
 DG8157.and is referenced to NAD 83.
 DG8157
 DG8157.The dynamic height is computed by dividing the NAVD 88
 DG8157.geopotential number by the normal gravity value computed on the
 DG8157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8157.degrees latitude (g = 980.6199 gals.).
 DG8157
 DG8157.The modeled gravity was interpolated from observed gravity values.
 DG8157
 DG8157. The following values were computed from the NAD 83(2007) position.
 DG8157
 DG8157;                    North         East     Units Scale Factor Converg.
 DG8157;SPC MN C     -   327,705.713   673,631.719   MT  0.99999712   -1 12 10.2
 DG8157;SPC MN C     - 1,075,147.83  2,210,073.40   sFT  0.99999712   -1 12 10.2
 DG8157;UTM  15      - 5,213,359.406   278,712.401   MT  1.00020188   -2 07 56.7
 DG8157
 DG8157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8157!SPC MN C     -   0.99994213  x   0.99999712  =   0.99993925
 DG8157!UTM  15      -   0.99994213  x   1.00020188  =   1.00014400
 DG8157
 DG8157:                Primary Azimuth Mark                     Grid Az
 DG8157:SPC MN C     -  0305 M                                   353 07 17.6
 DG8157:UTM  15      -  0305 M                                   354 03 04.1
 DG8157
 DG8157|---------------------------------------------------------------------|
 DG8157| PID    Reference Object                     Distance      Geod. Az  |
 DG8157|                                                           dddmmss.s |
 DG8157| DG8162 0305 M                              APPROX. 1.5 KM 3515507.4 |
 DG8157|---------------------------------------------------------------------|
 DG8157
 DG8157                          SUPERSEDED SURVEY CONTROL
 DG8157
 DG8157  NAD 83(1996)-  47 02 12.08726(N)    095 54 46.01430(W) AD(       ) 1
 DG8157  ELLIP H (12/06/04)  369.219  (m)                       GP(       ) 4 1
 DG8157  NAVD 88 (12/06/04)  396.13   (m)         1299.6    (f) LEVELING    3  
 DG8157
 DG8157.Superseded values are not recommended for survey control.
 DG8157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8157.See file dsdata.txt to determine how the superseded data were derived.
 DG8157
 DG8157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7871213359(NAD 83)
 DG8157
 DG8157_MARKER: DB = BENCH MARK DISK
 DG8157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8157_STAMPING: 0305 CC 1971
 DG8157_MARK LOGO: MNHD  
 DG8157_PROJECTION: FLUSH
 DG8157_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8157+STABILITY: SURFACE MOTION
 DG8157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8157+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2004
 DG8157
 DG8157  HISTORY     - Date     Condition        Report By
 DG8157  HISTORY     - 1971     MONUMENTED       MNHD
 DG8157  HISTORY     - 20040714 GOOD             MNDT
 DG8157
 DG8157                          STATION DESCRIPTION
 DG8157
 DG8157'DESCRIBED BY MN HIGHWAY DEPT 1971
 DG8157'5 MILES SOUTH OF OGEMA, 5.0 MILES SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DG8157'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 224, AT MILEPOST
 DG8157'279.40, 145.5 FEET WEST OF TRUNK HIGHWAY 59, 14 FEET EAST-NORTHEAST OF
 DG8157'OLD ROAD BED, 53 FEET SOUTHEAST OF TRIPLE 20 INCH COTTONWOOD TREE, 0.5
 DG8157'FOOT NORTHEAST OF WITNESS POST
 DG8157
 DG8157                          STATION RECOVERY (2004)
 DG8157
 DG8157'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8157'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9550 ***********************************************************************
 DH9550  DESIGNATION -  0305 E
 DH9550  PID         -  DH9550
 DH9550  STATE/COUNTY-  MN/BECKER
 DH9550  COUNTRY     -  US
 DH9550  USGS QUAD   -  CALLAWAY (1959)
 DH9550
 DH9550                         *CURRENT SURVEY CONTROL
 DH9550  ______________________________________________________________________
 DH9550* NAD 83(1986) POSITION- 46 54 06.     (N) 095 54 00.     (W)   SCALED    
 DH9550* NAVD 88 ORTHO HEIGHT -   445.668  (meters)    1462.16  (feet) ADJUSTED  
 DH9550  ______________________________________________________________________
 DH9550  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DH9550  DYNAMIC HEIGHT  -        445.698 (meters)     1462.26  (feet) COMP
 DH9550  MODELED GRAVITY -    980,666.3   (mgal)                       NAVD 88
 DH9550
 DH9550  VERT ORDER      -  SECOND    CLASS I
 DH9550
 DH9550.The horizontal coordinates were scaled from a topographic map and have
 DH9550.an estimated accuracy of +/- 6 seconds.
 DH9550.
 DH9550.The orthometric height was determined by differential leveling and
 DH9550.adjusted in September 2006.
 DH9550
 DH9550.Photographs are available for this station.
 DH9550
 DH9550.The dynamic height is computed by dividing the NAVD 88
 DH9550.geopotential number by the normal gravity value computed on the
 DH9550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9550.degrees latitude (g = 980.6199 gals.).
 DH9550
 DH9550.The modeled gravity was interpolated from observed gravity values.
 DH9550
 DH9550;                    North         East    Units  Estimated Accuracy
 DH9550;SPC MN C     -   312,680.      674,290.      MT  (+/- 180 meters Scaled)
 DH9550
 DH9550                          SUPERSEDED SURVEY CONTROL
 DH9550
 DH9550.No superseded survey control is available for this station.
 DH9550
 DH9550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM791983(NAD 83)
 DH9550
 DH9550_MARKER: DV = VERTICAL CONTROL DISK
 DH9550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH9550_STAMPING: 0305 E 1974
 DH9550_MARK LOGO: MNHD  
 DH9550_PROJECTION: RECESSED 3 CENTIMETERS
 DH9550_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9550+SATELLITE: SATELLITE OBSERVATIONS - 1974
 DH9550
 DH9550  HISTORY     - Date     Condition        Report By
 DH9550  HISTORY     - 1974     MONUMENTED       MNHD
 DH9550
 DH9550                          STATION DESCRIPTION
 DH9550
 DH9550'DESCRIBED BY MN HIGHWAY DEPT 1974
 DH9550'6.2 MILES NORTH NORTHWEST ALONG TRUNK HIGHWAY 59 FROM JUNCTION OF
 DH9550'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 IN DETROIT LAKES, AT TRUNK
 DH9550'HIGHWAY 59 MILEPOINT 270.2, 83.2 FEET WEST OF TRUNK HIGHWAY 59, 31
 DH9550'FEET NORTH OF HIGHVIEW OAKS ROAD (DEADEND ROAD), 8.3 FEET EAST OF
 DH9550'POWER POLE, 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8158 ***********************************************************************
 DG8158  DESIGNATION -  0305 F
 DG8158  PID         -  DG8158
 DG8158  STATE/COUNTY-  MN/BECKER
 DG8158  COUNTRY     -  US
 DG8158  USGS QUAD   -  CALLAWAY (1959)
 DG8158
 DG8158                         *CURRENT SURVEY CONTROL
 DG8158  ______________________________________________________________________
 DG8158* NAD 83(2007) POSITION- 46 56 05.54596(N) 095 54 38.94242(W)   ADJUSTED  
 DG8158* NAD 83(2007) ELLIP HT-   409.363 (meters)        (02/10/07)   ADJUSTED
 DG8158* NAD 83(2007) EPOCH   -  2002.00
 DG8158* NAVD 88 ORTHO HEIGHT -   436.084  (meters)    1430.72  (feet) ADJUSTED  
 DG8158  ______________________________________________________________________
 DG8158  NAD 83(2007) X  -   -449,329.915 (meters)                     COMP
 DG8158  NAD 83(2007) Y  - -4,340,061.751 (meters)                     COMP
 DG8158  NAD 83(2007) Z  -  4,637,123.126 (meters)                     COMP
 DG8158  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC09
 DG8158  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DG8158  DYNAMIC HEIGHT  -        436.112 (meters)     1430.81  (feet) COMP
 DG8158  MODELED GRAVITY -    980,664.0   (mgal)                       NAVD 88
 DG8158
 DG8158  VERT ORDER      -  SECOND    CLASS I
 DG8158
 DG8158  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8158  Type                                         Horiz  Ellip  Dist(km)
 DG8158  -------------------------------------------------------------------
 DG8158  NETWORK                                       0.84   1.02
 DG8158  -------------------------------------------------------------------
 DG8158  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.56   0.65      1.83
 DG8158  -------------------------------------------------------------------
 DG8158  NOTE: Click here for information on individual local accuracy
 DG8158  values and other accuracy information.
 DG8158
 DG8158
 DG8158.The horizontal coordinates were established by GPS observations
 DG8158.and adjusted by the National Geodetic Survey in February 2007.
 DG8158
 DG8158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8158.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8158
 DG8158.The horizontal coordinates are valid at the epoch date displayed above
 DG8158.which is a decimal equivalence of Year/Month/Day.
 DG8158
 DG8158.The orthometric height was determined by differential leveling and
 DG8158.adjusted in September 2006.
 DG8158
 DG8158.Photographs are available for this station.
 DG8158
 DG8158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8158
 DG8158.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8158
 DG8158.The ellipsoidal height was determined by GPS observations
 DG8158.and is referenced to NAD 83.
 DG8158
 DG8158.The dynamic height is computed by dividing the NAVD 88
 DG8158.geopotential number by the normal gravity value computed on the
 DG8158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8158.degrees latitude (g = 980.6199 gals.).
 DG8158
 DG8158.The modeled gravity was interpolated from observed gravity values.
 DG8158
 DG8158. The following values were computed from the NAD 83(2007) position.
 DG8158
 DG8158;                    North         East     Units Scale Factor Converg.
 DG8158;SPC MN C     -   316,386.152   673,543.666   MT  0.99997687   -1 12 05.1
 DG8158;SPC MN C     - 1,038,010.23  2,209,784.51   sFT  0.99997687   -1 12 05.1
 DG8158;UTM  15      - 5,202,040.311   278,441.010   MT  1.00020337   -2 07 38.8
 DG8158
 DG8158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8158!SPC MN C     -   0.99993584  x   0.99997687  =   0.99991271
 DG8158!UTM  15      -   0.99993584  x   1.00020337  =   1.00013919
 DG8158
 DG8158:                Primary Azimuth Mark                     Grid Az
 DG8158:SPC MN C     -  0305 S                                   181 18 54.2
 DG8158:UTM  15      -  0305 S                                   182 14 27.9
 DG8158
 DG8158|---------------------------------------------------------------------|
 DG8158| PID    Reference Object                     Distance      Geod. Az  |
 DG8158|                                                           dddmmss.s |
 DG8158| DG8165 0305 S                              APPROX. 1.6 KM 1800649.1 |
 DG8158|---------------------------------------------------------------------|
 DG8158
 DG8158                          SUPERSEDED SURVEY CONTROL
 DG8158
 DG8158  NAD 83(1996)-  46 56 05.54564(N)    095 54 38.94252(W) AD(       ) 1
 DG8158  ELLIP H (12/06/04)  409.383  (m)                       GP(       ) 4 1
 DG8158  NAVD 88 (12/06/04)  436.08   (m)         1430.7    (f) LEVELING    3  
 DG8158
 DG8158.Superseded values are not recommended for survey control.
 DG8158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8158.See file dsdata.txt to determine how the superseded data were derived.
 DG8158
 DG8158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7844102040(NAD 83)
 DG8158
 DG8158_MARKER: DV = VERTICAL CONTROL DISK
 DG8158_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG8158_STAMPING: 0305 F 1974
 DG8158_MARK LOGO: MNHD  
 DG8158_PROJECTION: RECESSED 3 CENTIMETERS
 DG8158_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8158+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 DG8158
 DG8158  HISTORY     - Date     Condition        Report By
 DG8158  HISTORY     - 1974     MONUMENTED       MNHD
 DG8158  HISTORY     - 20040715 GOOD             MNDT
 DG8158
 DG8158                          STATION DESCRIPTION
 DG8158
 DG8158'DESCRIBED BY MN HIGHWAY DEPT 1974
 DG8158'1.2 MILES NORTH OF WESTBURY, 0.5 MILE NORTH OF TRUNK HIGHWAY 59
 DG8158'MILEPOST 272, AT JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 12
 DG8158'WEST-TOWNSHIP ROAD EAST, 143 FEET WEST OF TRUNK HIGHWAY 59, 43 FEET
 DG8158'WEST OF RAILROAD, 57 FEET NORTH OF COUNTY ROAD 12, 6 FEET NORTHEAST OF
 DG8158'POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST
 DG8158
 DG8158                          STATION RECOVERY (2004)
 DG8158
 DG8158'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8158'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9551 ***********************************************************************
 DH9551  DESIGNATION -  0305 H RESET
 DH9551  PID         -  DH9551
 DH9551  STATE/COUNTY-  MN/BECKER
 DH9551  COUNTRY     -  US
 DH9551  USGS QUAD   -  CALLAWAY (1959)
 DH9551
 DH9551                         *CURRENT SURVEY CONTROL
 DH9551  ______________________________________________________________________
 DH9551* NAD 83(1986) POSITION- 46 57 48.5    (N) 095 54 40.6    (W)   HD_HELD2  
 DH9551* NAVD 88 ORTHO HEIGHT -   424.591  (meters)    1393.01  (feet) ADJUSTED  
 DH9551  ______________________________________________________________________
 DH9551  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DH9551  DYNAMIC HEIGHT  -        424.617 (meters)     1393.10  (feet) COMP
 DH9551  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 DH9551
 DH9551  VERT ORDER      -  SECOND    CLASS I
 DH9551
 DH9551.The horizontal coordinates were established by autonomous hand held GPS
 DH9551.observations and have an estimated accuracy of +/- 10 meters.
 DH9551.
 DH9551.The orthometric height was determined by differential leveling and
 DH9551.adjusted in September 2006.
 DH9551
 DH9551.Photographs are available for this station.
 DH9551
 DH9551.The dynamic height is computed by dividing the NAVD 88
 DH9551.geopotential number by the normal gravity value computed on the
 DH9551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9551.degrees latitude (g = 980.6199 gals.).
 DH9551
 DH9551.The modeled gravity was interpolated from observed gravity values.
 DH9551
 DH9551;                    North         East    Units  Estimated Accuracy
 DH9551;SPC MN C     -   319,565.      673,575.      MT  (+/- 10 meters HH2 GPS)
 DH9551
 DH9551                          SUPERSEDED SURVEY CONTROL
 DH9551
 DH9551.No superseded survey control is available for this station.
 DH9551
 DH9551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7852405219(NAD 83)
 DH9551
 DH9551_MARKER: DV = VERTICAL CONTROL DISK
 DH9551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH9551_STAMPING: 0305 H RESET 1977
 DH9551_MARK LOGO: MNHD  
 DH9551_PROJECTION: RECESSED 3 CENTIMETERS
 DH9551_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9551+SATELLITE: SATELLITE OBSERVATIONS - 1977
 DH9551
 DH9551  HISTORY     - Date     Condition        Report By
 DH9551  HISTORY     - 1977     MONUMENTED       MNHD
 DH9551
 DH9551                          STATION DESCRIPTION
 DH9551
 DH9551'DESCRIBED BY MN HIGHWAY DEPT 1977
 DH9551'1.1 MILES SOUTH OF CALLAWAY, AT TRUNK HIGHWAY 59 MILEPOINT 274.5, 53
 DH9551'FEET WEST OF RAILROAD, 61 FEET SOUTH OF COUNTY ROAD 106, 2.8 FEET
 DH9551'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8159 ***********************************************************************
 DG8159  DESIGNATION -  0305 J
 DG8159  PID         -  DG8159
 DG8159  STATE/COUNTY-  MN/BECKER
 DG8159  COUNTRY     -  US
 DG8159  USGS QUAD   -  OGEMA (1969)
 DG8159
 DG8159                         *CURRENT SURVEY CONTROL
 DG8159  ______________________________________________________________________
 DG8159* NAD 83(2007) POSITION- 47 07 05.90965(N) 095 55 38.01009(W)   ADJUSTED  
 DG8159* NAD 83(2007) ELLIP HT-   359.578 (meters)        (02/10/07)   ADJUSTED
 DG8159* NAD 83(2007) EPOCH   -  2002.00
 DG8159* NAVD 88 ORTHO HEIGHT -   386.616  (meters)    1268.42  (feet) ADJUSTED  
 DG8159  ______________________________________________________________________
 DG8159  NAD 83(2007) X  -   -449,028.368 (meters)                     COMP
 DG8159  NAD 83(2007) Y  - -4,325,057.332 (meters)                     COMP
 DG8159  NAD 83(2007) Z  -  4,650,988.362 (meters)                     COMP
 DG8159  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC09
 DG8159  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DG8159  DYNAMIC HEIGHT  -        386.643 (meters)     1268.51  (feet) COMP
 DG8159  MODELED GRAVITY -    980,670.5   (mgal)                       NAVD 88
 DG8159
 DG8159  VERT ORDER      -  SECOND    CLASS I
 DG8159
 DG8159  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8159  Type                                         Horiz  Ellip  Dist(km)
 DG8159  -------------------------------------------------------------------
 DG8159  NETWORK                                       0.47   0.59
 DG8159  -------------------------------------------------------------------
 DG8159  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.20   0.22      1.48
 DG8159  -------------------------------------------------------------------
 DG8159  NOTE: Click here for information on individual local accuracy
 DG8159  values and other accuracy information.
 DG8159
 DG8159
 DG8159.The horizontal coordinates were established by GPS observations
 DG8159.and adjusted by the National Geodetic Survey in February 2007.
 DG8159
 DG8159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8159.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8159
 DG8159.The horizontal coordinates are valid at the epoch date displayed above
 DG8159.which is a decimal equivalence of Year/Month/Day.
 DG8159
 DG8159.The orthometric height was determined by differential leveling and
 DG8159.adjusted in September 2006.
 DG8159
 DG8159.Photographs are available for this station.
 DG8159
 DG8159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8159
 DG8159.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8159
 DG8159.The ellipsoidal height was determined by GPS observations
 DG8159.and is referenced to NAD 83.
 DG8159
 DG8159.The dynamic height is computed by dividing the NAVD 88
 DG8159.geopotential number by the normal gravity value computed on the
 DG8159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8159.degrees latitude (g = 980.6199 gals.).
 DG8159
 DG8159.The modeled gravity was interpolated from observed gravity values.
 DG8159
 DG8159. The following values were computed from the NAD 83(2007) position.
 DG8159
 DG8159;                    North         East     Units Scale Factor Converg.
 DG8159;SPC MN C     -   336,800.458   672,726.351   MT  1.00001565   -1 12 47.8
 DG8159;SPC MN C     - 1,104,986.17  2,207,103.04   sFT  1.00001565   -1 12 47.8
 DG8159;UTM  15      - 5,222,469.463   277,954.785   MT  1.00020600   -2 08 45.0
 DG8159;UTM  14      - 5,222,893.425   733,085.177   MT  1.00026776   +2 15 09.4
 DG8159
 DG8159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8159!SPC MN C     -   0.99994364  x   1.00001565  =   0.99995929
 DG8159!UTM  15      -   0.99994364  x   1.00020600  =   1.00014963
 DG8159!UTM  14      -   0.99994364  x   1.00026776  =   1.00021139
 DG8159
 DG8159                          SUPERSEDED SURVEY CONTROL
 DG8159
 DG8159  NAD 83(1996)-  47 07 05.90931(N)    095 55 38.00996(W) AD(       ) 1
 DG8159  ELLIP H (12/06/04)  359.590  (m)                       GP(       ) 4 1
 DG8159  NAVD 88 (12/06/04)  386.61   (m)         1268.4    (f) LEVELING    3  
 DG8159
 DG8159.Superseded values are not recommended for survey control.
 DG8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8159.See file dsdata.txt to determine how the superseded data were derived.
 DG8159
 DG8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7795422469(NAD 83)
 DG8159
 DG8159_MARKER: DD = SURVEY DISK
 DG8159_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8159_STAMPING: 0305 J 2004
 DG8159_MARK LOGO: MNDT  
 DG8159_PROJECTION: RECESSED 3 CENTIMETERS
 DG8159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8159+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 DG8159_ROD/PIPE-DEPTH: 10.7 meters
 DG8159
 DG8159  HISTORY     - Date     Condition        Report By
 DG8159  HISTORY     - 2004     MONUMENTED       MNDT
 DG8159  HISTORY     - 20040727 GOOD             MNDT
 DG8159  HISTORY     - 20050502 GOOD             MNDT
 DG8159
 DG8159                          STATION DESCRIPTION
 DG8159
 DG8159'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8159'1.0 MILE NORTH OF OGEMA, 0.70 MILE NORTH ALONG TRUNK HIGHWAY 59 FROM
 DG8159'THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 18 IN OGEMA, AT TRUNK
 DG8159'HIGHWAY 59 MILEPOINT 285.30, 54.8 FEET WEST OF TRUNK HIGHWAY 59, 1.0
 DG8159'FOOT EAST OF WITNESS POST
 DG8159
 DG8159                          STATION RECOVERY (2004)
 DG8159
 DG8159'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8159'RECOVERED AS DESCRIBED.
 DG8159
 DG8159                          STATION RECOVERY (2005)
 DG8159
 DG8159'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG8159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8160 ***********************************************************************
 DG8160  DESIGNATION -  0305 K
 DG8160  PID         -  DG8160
 DG8160  STATE/COUNTY-  MN/BECKER
 DG8160  COUNTRY     -  US
 DG8160  USGS QUAD   -  OGEMA (1969)
 DG8160
 DG8160                         *CURRENT SURVEY CONTROL
 DG8160  ______________________________________________________________________
 DG8160* NAD 83(2007) POSITION- 47 05 37.10180(N) 095 55 38.97740(W)   ADJUSTED  
 DG8160* NAD 83(2007) ELLIP HT-   358.641 (meters)        (02/10/07)   ADJUSTED
 DG8160* NAD 83(2007) EPOCH   -  2002.00
 DG8160* NAVD 88 ORTHO HEIGHT -   385.663  (meters)    1265.30  (feet) ADJUSTED  
 DG8160  ______________________________________________________________________
 DG8160  NAD 83(2007) X  -   -449,256.086 (meters)                     COMP
 DG8160  NAD 83(2007) Y  - -4,327,053.161 (meters)                     COMP
 DG8160  NAD 83(2007) Z  -  4,649,120.898 (meters)                     COMP
 DG8160  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC09
 DG8160  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DG8160  DYNAMIC HEIGHT  -        385.688 (meters)     1265.38  (feet) COMP
 DG8160  MODELED GRAVITY -    980,668.3   (mgal)                       NAVD 88
 DG8160
 DG8160  VERT ORDER      -  SECOND    CLASS I
 DG8160
 DG8160  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8160  Type                                         Horiz  Ellip  Dist(km)
 DG8160  -------------------------------------------------------------------
 DG8160  NETWORK                                       0.47   0.59
 DG8160  -------------------------------------------------------------------
 DG8160  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.23   0.27      2.74
 DG8160  -------------------------------------------------------------------
 DG8160  NOTE: Click here for information on individual local accuracy
 DG8160  values and other accuracy information.
 DG8160
 DG8160
 DG8160.The horizontal coordinates were established by GPS observations
 DG8160.and adjusted by the National Geodetic Survey in February 2007.
 DG8160
 DG8160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8160.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8160
 DG8160.The horizontal coordinates are valid at the epoch date displayed above
 DG8160.which is a decimal equivalence of Year/Month/Day.
 DG8160
 DG8160.The orthometric height was determined by differential leveling and
 DG8160.adjusted in September 2006.
 DG8160
 DG8160.Photographs are available for this station.
 DG8160
 DG8160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8160
 DG8160.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8160
 DG8160.The ellipsoidal height was determined by GPS observations
 DG8160.and is referenced to NAD 83.
 DG8160
 DG8160.The dynamic height is computed by dividing the NAVD 88
 DG8160.geopotential number by the normal gravity value computed on the
 DG8160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8160.degrees latitude (g = 980.6199 gals.).
 DG8160
 DG8160.The modeled gravity was interpolated from observed gravity values.
 DG8160
 DG8160. The following values were computed from the NAD 83(2007) position.
 DG8160
 DG8160;                    North         East     Units Scale Factor Converg.
 DG8160;SPC MN C     -   334,058.963   672,647.884   MT  1.00000983   -1 12 48.5
 DG8160;SPC MN C     - 1,095,991.78  2,206,845.60   sFT  1.00000983   -1 12 48.5
 DG8160;UTM  15      - 5,219,729.076   277,831.706   MT  1.00020667   -2 08 42.6
 DG8160;UTM  14      - 5,220,151.500   733,172.590   MT  1.00026826   +2 15 05.5
 DG8160
 DG8160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8160!SPC MN C     -   0.99994379  x   1.00000983  =   0.99995362
 DG8160!UTM  15      -   0.99994379  x   1.00020667  =   1.00015045
 DG8160!UTM  14      -   0.99994379  x   1.00026826  =   1.00021203
 DG8160
 DG8160:                Primary Azimuth Mark                     Grid Az
 DG8160:SPC MN C     -  0305 L                                   173 14 47.1
 DG8160:UTM  15      -  0305 L                                   174 10 41.2
 DG8160:UTM  14      -  0305 L                                   169 46 53.1
 DG8160
 DG8160|---------------------------------------------------------------------|
 DG8160| PID    Reference Object                     Distance      Geod. Az  |
 DG8160|                                                           dddmmss.s |
 DG8160| DG8161 0305 L                              APPROX. 1.6 KM 1720158.6 |
 DG8160|---------------------------------------------------------------------|
 DG8160
 DG8160                          SUPERSEDED SURVEY CONTROL
 DG8160
 DG8160  NAD 83(1996)-  47 05 37.10146(N)    095 55 38.97727(W) AD(       ) 1
 DG8160  ELLIP H (12/06/04)  358.652  (m)                       GP(       ) 4 1
 DG8160  NAVD 88 (12/06/04)  385.65   (m)         1265.3    (f) LEVELING    3  
 DG8160
 DG8160.Superseded values are not recommended for survey control.
 DG8160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8160.See file dsdata.txt to determine how the superseded data were derived.
 DG8160
 DG8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7783119729(NAD 83)
 DG8160
 DG8160_MARKER: DD = SURVEY DISK
 DG8160_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8160_STAMPING: 0305 K 2004
 DG8160_MARK LOGO: MNDT  
 DG8160_PROJECTION: FLUSH
 DG8160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8160+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DG8160_ROD/PIPE-DEPTH: 12.2 meters
 DG8160
 DG8160  HISTORY     - Date     Condition        Report By
 DG8160  HISTORY     - 2004     MONUMENTED       MNDT
 DG8160  HISTORY     - 20040727 GOOD             MNDT
 DG8160
 DG8160                          STATION DESCRIPTION
 DG8160
 DG8160'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8160'1.0 MILE SOUTH OF OGEMA, 0.70 MILE SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DG8160'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 224 IN OGEMA, AT
 DG8160'TRUNK HIGHWAY 59 MILEPOINT 283.60, 61.1 FEET WEST OF TRUNK HIGHWAY 59,
 DG8160'64.6 FEET NORTH OF 360 STREET, 27.4 FEET NORTH OF CABLE PEDESTAL
 DG8160'NUMBER W352, 1.0 FOOT SOUTH OF WITNESS POST
 DG8160
 DG8160                          STATION RECOVERY (2004)
 DG8160
 DG8160'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8160'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8161 ***********************************************************************
 DG8161  DESIGNATION -  0305 L
 DG8161  PID         -  DG8161
 DG8161  STATE/COUNTY-  MN/BECKER
 DG8161  COUNTRY     -  US
 DG8161  USGS QUAD   -  OGEMA (1969)
 DG8161
 DG8161                         *CURRENT SURVEY CONTROL
 DG8161  ______________________________________________________________________
 DG8161* NAD 83(2007) POSITION- 47 04 44.80791(N) 095 55 28.26362(W)   ADJUSTED  
 DG8161* NAD 83(2007) ELLIP HT-   361.184 (meters)        (02/10/07)   ADJUSTED
 DG8161* NAD 83(2007) EPOCH   -  2002.00
 DG8161* NAVD 88 ORTHO HEIGHT -   388.188  (meters)    1273.58  (feet) ADJUSTED  
 DG8161  ______________________________________________________________________
 DG8161  NAD 83(2007) X  -   -449,153.595 (meters)                     COMP
 DG8161  NAD 83(2007) Y  - -4,328,254.684 (meters)                     COMP
 DG8161  NAD 83(2007) Z  -  4,648,023.120 (meters)                     COMP
 DG8161  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC09
 DG8161  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DG8161  DYNAMIC HEIGHT  -        388.213 (meters)     1273.66  (feet) COMP
 DG8161  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DG8161
 DG8161  VERT ORDER      -  SECOND    CLASS I
 DG8161
 DG8161  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8161  Type                                         Horiz  Ellip  Dist(km)
 DG8161  -------------------------------------------------------------------
 DG8161  NETWORK                                       0.51   0.63
 DG8161  -------------------------------------------------------------------
 DG8161  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.26   0.31      1.66
 DG8161  -------------------------------------------------------------------
 DG8161  NOTE: Click here for information on individual local accuracy
 DG8161  values and other accuracy information.
 DG8161
 DG8161
 DG8161.The horizontal coordinates were established by GPS observations
 DG8161.and adjusted by the National Geodetic Survey in February 2007.
 DG8161
 DG8161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8161.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8161
 DG8161.The horizontal coordinates are valid at the epoch date displayed above
 DG8161.which is a decimal equivalence of Year/Month/Day.
 DG8161
 DG8161.The orthometric height was determined by differential leveling and
 DG8161.adjusted in September 2006.
 DG8161
 DG8161.Photographs are available for this station.
 DG8161
 DG8161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8161
 DG8161.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8161
 DG8161.The ellipsoidal height was determined by GPS observations
 DG8161.and is referenced to NAD 83.
 DG8161
 DG8161.The dynamic height is computed by dividing the NAVD 88
 DG8161.geopotential number by the normal gravity value computed on the
 DG8161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8161.degrees latitude (g = 980.6199 gals.).
 DG8161
 DG8161.The modeled gravity was interpolated from observed gravity values.
 DG8161
 DG8161. The following values were computed from the NAD 83(2007) position.
 DG8161
 DG8161;                    North         East     Units Scale Factor Converg.
 DG8161;SPC MN C     -   332,439.629   672,839.647   MT  1.00000649   -1 12 40.8
 DG8161;SPC MN C     - 1,090,679.02  2,207,474.74   sFT  1.00000649   -1 12 40.8
 DG8161;UTM  15      - 5,218,106.517   277,997.154   MT  1.00020577   -2 08 32.9
 DG8161;UTM  14      - 5,218,546.296   733,461.941   MT  1.00026993   +2 15 11.4
 DG8161
 DG8161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8161!SPC MN C     -   0.99994339  x   1.00000649  =   0.99994988
 DG8161!UTM  15      -   0.99994339  x   1.00020577  =   1.00014915
 DG8161!UTM  14      -   0.99994339  x   1.00026993  =   1.00021330
 DG8161
 DG8161:                Primary Azimuth Mark                     Grid Az
 DG8161:SPC MN C     -  0305 K                                   353 14 47.2
 DG8161:UTM  15      -  0305 K                                   354 10 39.3
 DG8161:UTM  14      -  0305 K                                   349 46 55.0
 DG8161
 DG8161|---------------------------------------------------------------------|
 DG8161| PID    Reference Object                     Distance      Geod. Az  |
 DG8161|                                                           dddmmss.s |
 DG8161| DG8160 0305 K                              APPROX. 1.6 KM 3520206.4 |
 DG8161|---------------------------------------------------------------------|
 DG8161
 DG8161                          SUPERSEDED SURVEY CONTROL
 DG8161
 DG8161  NAD 83(1996)-  47 04 44.80757(N)    095 55 28.26350(W) AD(       ) 1
 DG8161  ELLIP H (12/06/04)  361.195  (m)                       GP(       ) 4 1
 DG8161  NAVD 88 (12/06/04)  388.18   (m)         1273.6    (f) LEVELING    3  
 DG8161
 DG8161.Superseded values are not recommended for survey control.
 DG8161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8161.See file dsdata.txt to determine how the superseded data were derived.
 DG8161
 DG8161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7799718106(NAD 83)
 DG8161
 DG8161_MARKER: DD = SURVEY DISK
 DG8161_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8161_STAMPING: 0305 L 2004
 DG8161_MARK LOGO: MNDT  
 DG8161_PROJECTION: FLUSH
 DG8161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8161+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 DG8161_ROD/PIPE-DEPTH:  7.6 meters
 DG8161
 DG8161  HISTORY     - Date     Condition        Report By
 DG8161  HISTORY     - 2004     MONUMENTED       MNDT
 DG8161  HISTORY     - 20040727 GOOD             MNDT
 DG8161
 DG8161                          STATION DESCRIPTION
 DG8161
 DG8161'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8161'2.0 MILES SOUTH OF OGEMA, 1.70 MILES SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DG8161'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 224 IN OGEMA,  AT
 DG8161'TRUNK HIGHWAY 59 MILEPOINT 282.60, 136.6 FEET EAST-SOUTHEAST OF TRUNK
 DG8161'HIGHWAY 59, 48.8 FEET NORTH OF DEAD END ROAD OPPOSITE COUNTY ROAD 155,
 DG8161'11.1 FEET WEST OF CABLE PEDESTAL NUMBER C2E6, 1.0 FOOT SOUTH OF
 DG8161'WITNESS POST
 DG8161
 DG8161                          STATION RECOVERY (2004)
 DG8161
 DG8161'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8161'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8162 ***********************************************************************
 DG8162  DESIGNATION -  0305 M
 DG8162  PID         -  DG8162
 DG8162  STATE/COUNTY-  MN/BECKER
 DG8162  COUNTRY     -  US
 DG8162  USGS QUAD   -  OGEMA (1969)
 DG8162
 DG8162                         *CURRENT SURVEY CONTROL
 DG8162  ______________________________________________________________________
 DG8162* NAD 83(2007) POSITION- 47 02 59.34146(N) 095 54 55.83085(W)   ADJUSTED  
 DG8162* NAD 83(2007) ELLIP HT-   362.957 (meters)        (02/10/07)   ADJUSTED
 DG8162* NAD 83(2007) EPOCH   -  2002.00
 DG8162* NAVD 88 ORTHO HEIGHT -   389.917  (meters)    1279.25  (feet) ADJUSTED  
 DG8162  ______________________________________________________________________
 DG8162  NAD 83(2007) X  -   -448,718.906 (meters)                     COMP
 DG8162  NAD 83(2007) Y  - -4,330,698.355 (meters)                     COMP
 DG8162  NAD 83(2007) Z  -  4,645,805.756 (meters)                     COMP
 DG8162  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC09
 DG8162  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DG8162  DYNAMIC HEIGHT  -        389.941 (meters)     1279.33  (feet) COMP
 DG8162  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 DG8162
 DG8162  VERT ORDER      -  SECOND    CLASS I
 DG8162
 DG8162  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8162  Type                                         Horiz  Ellip  Dist(km)
 DG8162  -------------------------------------------------------------------
 DG8162  NETWORK                                       0.60   0.80
 DG8162  -------------------------------------------------------------------
 DG8162  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.65      1.96
 DG8162  -------------------------------------------------------------------
 DG8162  NOTE: Click here for information on individual local accuracy
 DG8162  values and other accuracy information.
 DG8162
 DG8162
 DG8162.The horizontal coordinates were established by GPS observations
 DG8162.and adjusted by the National Geodetic Survey in February 2007.
 DG8162
 DG8162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8162.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8162
 DG8162.The horizontal coordinates are valid at the epoch date displayed above
 DG8162.which is a decimal equivalence of Year/Month/Day.
 DG8162
 DG8162.The orthometric height was determined by differential leveling and
 DG8162.adjusted in September 2006.
 DG8162
 DG8162.Photographs are available for this station.
 DG8162
 DG8162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8162
 DG8162.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8162
 DG8162.The ellipsoidal height was determined by GPS observations
 DG8162.and is referenced to NAD 83.
 DG8162
 DG8162.The dynamic height is computed by dividing the NAVD 88
 DG8162.geopotential number by the normal gravity value computed on the
 DG8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8162.degrees latitude (g = 980.6199 gals.).
 DG8162
 DG8162.The modeled gravity was interpolated from observed gravity values.
 DG8162
 DG8162. The following values were computed from the NAD 83(2007) position.
 DG8162
 DG8162;                    North         East     Units Scale Factor Converg.
 DG8162;SPC MN C     -   329,168.989   673,455.202   MT  0.99999996   -1 12 17.3
 DG8162;SPC MN C     - 1,079,948.59  2,209,494.28   sFT  0.99999996   -1 12 17.3
 DG8162;UTM  15      - 5,214,825.652   278,559.621   MT  1.00020271   -2 08 05.5
 DG8162
 DG8162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8162!SPC MN C     -   0.99994311  x   0.99999996  =   0.99994307
 DG8162!UTM  15      -   0.99994311  x   1.00020271  =   1.00014581
 DG8162
 DG8162:                Primary Azimuth Mark                     Grid Az
 DG8162:SPC MN C     -  0305 CC                                  173 07 17.5
 DG8162:UTM  15      -  0305 CC                                  174 03 05.7
 DG8162
 DG8162|---------------------------------------------------------------------|
 DG8162| PID    Reference Object                     Distance      Geod. Az  |
 DG8162|                                                           dddmmss.s |
 DG8162| DG8157 0305 CC                             APPROX. 1.5 KM 1715500.2 |
 DG8162|---------------------------------------------------------------------|
 DG8162
 DG8162                          SUPERSEDED SURVEY CONTROL
 DG8162
 DG8162  NAD 83(1996)-  47 02 59.34110(N)    095 54 55.83074(W) AD(       ) 1
 DG8162  ELLIP H (12/06/04)  362.969  (m)                       GP(       ) 4 1
 DG8162  NAVD 88 (12/06/04)  389.91   (m)         1279.2    (f) LEVELING    3  
 DG8162
 DG8162.Superseded values are not recommended for survey control.
 DG8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8162.See file dsdata.txt to determine how the superseded data were derived.
 DG8162
 DG8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7855914825(NAD 83)
 DG8162
 DG8162_MARKER: DD = SURVEY DISK
 DG8162_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8162_STAMPING: 0305 M 2004
 DG8162_MARK LOGO: MNDT  
 DG8162_PROJECTION: RECESSED 3 CENTIMETERS
 DG8162_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8162+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 DG8162_ROD/PIPE-DEPTH: 16.8 meters
 DG8162
 DG8162  HISTORY     - Date     Condition        Report By
 DG8162  HISTORY     - 2004     MONUMENTED       MNDT
 DG8162  HISTORY     - 20040728 GOOD             MNDT
 DG8162
 DG8162                          STATION DESCRIPTION
 DG8162
 DG8162'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8162'4.0 MILES SOUTH OF OGEMA, 3.70 MILES SOUTH ALONG TRUNK HIGHWAY 59 FROM
 DG8162'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 224 IN OGEMA, AT
 DG8162'TRUNK HIGHWAY 59 MILEPOINT 280.60, 94.7 FEET WEST-SOUTHWEST OF TRUNK
 DG8162'HIGHWAY 59, 49.9 FEET NORTH OF GRAVEL ROAD, 5.8 FEET NORTH OF CABLE
 DG8162'PEDESTAL NUMBER B6W3, 1.0 FOOT SOUTH OF WITNESS POST
 DG8162
 DG8162                          STATION RECOVERY (2004)
 DG8162
 DG8162'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8162'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8163 ***********************************************************************
 DG8163  DESIGNATION -  0305 N
 DG8163  PID         -  DG8163
 DG8163  STATE/COUNTY-  MN/BECKER
 DG8163  COUNTRY     -  US
 DG8163  USGS QUAD   -  OGEMA (1969)
 DG8163
 DG8163                         *CURRENT SURVEY CONTROL
 DG8163  ______________________________________________________________________
 DG8163* NAD 83(2007) POSITION- 47 00 23.36254(N) 095 54 45.70668(W)   ADJUSTED  
 DG8163* NAD 83(2007) ELLIP HT-   387.058 (meters)        (02/10/07)   ADJUSTED
 DG8163* NAD 83(2007) EPOCH   -  2002.00
 DG8163* NAVD 88 ORTHO HEIGHT -   413.927  (meters)    1358.03  (feet) ADJUSTED  
 DG8163  ______________________________________________________________________
 DG8163  NAD 83(2007) X  -   -448,871.111 (meters)                     COMP
 DG8163  NAD 83(2007) Y  - -4,334,242.553 (meters)                     COMP
 DG8163  NAD 83(2007) Z  -  4,642,539.896 (meters)                     COMP
 DG8163  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC09
 DG8163  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DG8163  DYNAMIC HEIGHT  -        413.954 (meters)     1358.11  (feet) COMP
 DG8163  MODELED GRAVITY -    980,664.6   (mgal)                       NAVD 88
 DG8163
 DG8163  VERT ORDER      -  SECOND    CLASS I
 DG8163
 DG8163  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8163  Type                                         Horiz  Ellip  Dist(km)
 DG8163  -------------------------------------------------------------------
 DG8163  NETWORK                                       0.83   1.00
 DG8163  -------------------------------------------------------------------
 DG8163  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.73      2.05
 DG8163  -------------------------------------------------------------------
 DG8163  NOTE: Click here for information on individual local accuracy
 DG8163  values and other accuracy information.
 DG8163
 DG8163
 DG8163.The horizontal coordinates were established by GPS observations
 DG8163.and adjusted by the National Geodetic Survey in February 2007.
 DG8163
 DG8163.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8163.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8163
 DG8163.The horizontal coordinates are valid at the epoch date displayed above
 DG8163.which is a decimal equivalence of Year/Month/Day.
 DG8163
 DG8163.The orthometric height was determined by differential leveling and
 DG8163.adjusted in September 2006.
 DG8163
 DG8163.Photographs are available for this station.
 DG8163
 DG8163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8163
 DG8163.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8163
 DG8163.The ellipsoidal height was determined by GPS observations
 DG8163.and is referenced to NAD 83.
 DG8163
 DG8163.The dynamic height is computed by dividing the NAVD 88
 DG8163.geopotential number by the normal gravity value computed on the
 DG8163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8163.degrees latitude (g = 980.6199 gals.).
 DG8163
 DG8163.The modeled gravity was interpolated from observed gravity values.
 DG8163
 DG8163. The following values were computed from the NAD 83(2007) position.
 DG8163
 DG8163;                    North         East     Units Scale Factor Converg.
 DG8163;SPC MN C     -   324,348.808   673,567.738   MT  0.99999078   -1 12 10.0
 DG8163;SPC MN C     - 1,064,134.38  2,209,863.49   sFT  0.99999078   -1 12 10.0
 DG8163;UTM  15      - 5,210,003.280   278,593.974   MT  1.00020253   -2 07 52.7
 DG8163
 DG8163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8163!SPC MN C     -   0.99993933  x   0.99999078  =   0.99993011
 DG8163!UTM  15      -   0.99993933  x   1.00020253  =   1.00014185
 DG8163
 DG8163                          SUPERSEDED SURVEY CONTROL
 DG8163
 DG8163  NAD 83(1996)-  47 00 23.36222(N)    095 54 45.70665(W) AD(       ) 1
 DG8163  ELLIP H (12/06/04)  387.074  (m)                       GP(       ) 4 1
 DG8163  NAVD 88 (12/06/04)  413.92   (m)         1358.0    (f) LEVELING    3  
 DG8163
 DG8163.Superseded values are not recommended for survey control.
 DG8163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8163.See file dsdata.txt to determine how the superseded data were derived.
 DG8163
 DG8163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7859310003(NAD 83)
 DG8163
 DG8163_MARKER: DD = SURVEY DISK
 DG8163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8163_STAMPING: 0305 N 2004
 DG8163_MARK LOGO: MNDT  
 DG8163_PROJECTION: RECESSED 5 CENTIMETERS
 DG8163_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8163+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 DG8163_ROD/PIPE-DEPTH:  7.6 meters
 DG8163
 DG8163  HISTORY     - Date     Condition        Report By
 DG8163  HISTORY     - 2004     MONUMENTED       MNDT
 DG8163  HISTORY     - 20040728 GOOD             MNDT
 DG8163
 DG8163                          STATION DESCRIPTION
 DG8163
 DG8163'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8163'2.0 MILES NORTH OF CALLAWAY, 1.05 MILES NORTH ALONG TRUNK HIGHWAY 59
 DG8163'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14 (0.70 MILE
 DG8163'NORTH OF CALLAWAY), AT TRUNK HIGHWAY 59 MILEPOINT 277.50, 81.7 FEET
 DG8163'WEST OF TRUNK HIGHWAY 59, 78.8 FEET NORTH OF 300 STREET, 32.7 FEET
 DG8163'NORTHEAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST
 DG8163
 DG8163                          STATION RECOVERY (2004)
 DG8163
 DG8163'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8163'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9547 ***********************************************************************
 DH9547  DESIGNATION -  0305 P
 DH9547  PID         -  DH9547
 DH9547  STATE/COUNTY-  MN/BECKER
 DH9547  COUNTRY     -  US
 DH9547  USGS QUAD   -  CALLAWAY (1959)
 DH9547
 DH9547                         *CURRENT SURVEY CONTROL
 DH9547  ______________________________________________________________________
 DH9547* NAD 83(1986) POSITION- 46 59 30.7    (N) 095 54 43.8    (W)   HD_HELD2  
 DH9547* NAVD 88 ORTHO HEIGHT -   415.392  (meters)    1362.83  (feet) ADJUSTED  
 DH9547  ______________________________________________________________________
 DH9547  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 DH9547  DYNAMIC HEIGHT  -        415.418 (meters)     1362.92  (feet) COMP
 DH9547  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DH9547
 DH9547  VERT ORDER      -  SECOND    CLASS I
 DH9547
 DH9547.The horizontal coordinates were established by autonomous hand held GPS
 DH9547.observations and have an estimated accuracy of +/- 10 meters.
 DH9547.
 DH9547.The orthometric height was determined by differential leveling and
 DH9547.adjusted in September 2006.
 DH9547
 DH9547.Photographs are available for this station.
 DH9547
 DH9547.The dynamic height is computed by dividing the NAVD 88
 DH9547.geopotential number by the normal gravity value computed on the
 DH9547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9547.degrees latitude (g = 980.6199 gals.).
 DH9547
 DH9547.The modeled gravity was interpolated from observed gravity values.
 DH9547
 DH9547;                    North         East    Units  Estimated Accuracy
 DH9547;SPC MN C     -   322,722.      673,574.      MT  (+/- 10 meters HH2 GPS)
 DH9547
 DH9547                          SUPERSEDED SURVEY CONTROL
 DH9547
 DH9547.No superseded survey control is available for this station.
 DH9547
 DH9547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7857308376(NAD 83)
 DH9547
 DH9547_MARKER: DD = SURVEY DISK
 DH9547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH9547_STAMPING: 0305 P 2004
 DH9547_MARK LOGO: MNDT  
 DH9547_PROJECTION: RECESSED 5 CENTIMETERS
 DH9547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9547+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH9547_ROD/PIPE-DEPTH:  6.1 meters
 DH9547
 DH9547  HISTORY     - Date     Condition        Report By
 DH9547  HISTORY     - 2004     MONUMENTED       MNDT
 DH9547
 DH9547                          STATION DESCRIPTION
 DH9547
 DH9547'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH9547'1.0 MILES NORTH OF CALLAWAY, AT JUNCTION OF TRUNK HIGHWAY 59 AND
 DH9547'COUNTY ROAD 14 (0.70 MILES NORTH OF CALLAWAY), AT TRUNK HIGHWAY 59
 DH9547'MILEPOINT 276.45, 86.5 FEET EAST OF TRUNK HIGHWAY 59, 75.0 FEET SOUTH
 DH9547'OF COUNTY ROAD 14, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9552 ***********************************************************************
 DH9552  DESIGNATION -  0305 Q
 DH9552  PID         -  DH9552
 DH9552  STATE/COUNTY-  MN/BECKER
 DH9552  COUNTRY     -  US
 DH9552  USGS QUAD   -  CALLAWAY (1959)
 DH9552
 DH9552                         *CURRENT SURVEY CONTROL
 DH9552  ______________________________________________________________________
 DH9552* NAD 83(1986) POSITION- 46 58 51.5    (N) 095 54 30.4    (W)   HD_HELD2  
 DH9552* NAVD 88 ORTHO HEIGHT -   421.817  (meters)    1383.91  (feet) ADJUSTED  
 DH9552  ______________________________________________________________________
 DH9552  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DH9552  DYNAMIC HEIGHT  -        421.843 (meters)     1384.00  (feet) COMP
 DH9552  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DH9552
 DH9552  VERT ORDER      -  SECOND    CLASS I
 DH9552
 DH9552.The horizontal coordinates were established by autonomous hand held GPS
 DH9552.observations and have an estimated accuracy of +/- 10 meters.
 DH9552.
 DH9552.The orthometric height was determined by differential leveling and
 DH9552.adjusted in September 2006.
 DH9552
 DH9552.Photographs are available for this station.
 DH9552
 DH9552.The dynamic height is computed by dividing the NAVD 88
 DH9552.geopotential number by the normal gravity value computed on the
 DH9552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9552.degrees latitude (g = 980.6199 gals.).
 DH9552
 DH9552.The modeled gravity was interpolated from observed gravity values.
 DH9552
 DH9552;                    North         East    Units  Estimated Accuracy
 DH9552;SPC MN C     -   321,506.      673,832.      MT  (+/- 10 meters HH2 GPS)
 DH9552
 DH9552                          SUPERSEDED SURVEY CONTROL
 DH9552
 DH9552.No superseded survey control is available for this station.
 DH9552
 DH9552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7881107155(NAD 83)
 DH9552
 DH9552_MARKER: R = RIVET
 DH9552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH9552_SP_SET: WATER TANK FOOTING
 DH9552_STAMPING: UNSTAMPED
 DH9552_MARK LOGO: MNDT  
 DH9552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9552+STABILITY: SURFACE MOTION
 DH9552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9552+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH9552
 DH9552  HISTORY     - Date     Condition        Report By
 DH9552  HISTORY     - 2004     MONUMENTED       MNDT
 DH9552
 DH9552                          STATION DESCRIPTION
 DH9552
 DH9552'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH9552'IN CALLAWAY, MARK IS A RIVET SET IN SOUTH ABUTMENT OF SOUTHWEST CORNER
 DH9552'OF WATER TANK FOOTING, AT THE JUCTION OF DAKOTA STREET AND ALLEY IN
 DH9552'CALLAWAY, AT TRUNK HIGHWAY 59 MILEPOINT 275.75, 35.2 FEET EAST OF
 DH9552'ALLEY, 30.0 FEET NORTH OF THE NORTHWEST CORNER OF TIN SHED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8164 ***********************************************************************
 DG8164  DESIGNATION -  0305 R
 DG8164  PID         -  DG8164
 DG8164  STATE/COUNTY-  MN/BECKER
 DG8164  COUNTRY     -  US
 DG8164  USGS QUAD   -  CALLAWAY (1959)
 DG8164
 DG8164                         *CURRENT SURVEY CONTROL
 DG8164  ______________________________________________________________________
 DG8164* NAD 83(2007) POSITION- 46 58 14.02182(N) 095 54 36.82261(W)   ADJUSTED  
 DG8164* NAD 83(2007) ELLIP HT-   391.882 (meters)        (02/10/07)   ADJUSTED
 DG8164* NAD 83(2007) EPOCH   -  2002.00
 DG8164* NAVD 88 ORTHO HEIGHT -   418.690  (meters)    1373.65  (feet) ADJUSTED  
 DG8164  ______________________________________________________________________
 DG8164  NAD 83(2007) X  -   -448,985.519 (meters)                     COMP
 DG8164  NAD 83(2007) Y  - -4,337,170.388 (meters)                     COMP
 DG8164  NAD 83(2007) Z  -  4,639,818.678 (meters)                     COMP
 DG8164  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC09
 DG8164  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 DG8164  DYNAMIC HEIGHT  -        418.716 (meters)     1373.74  (feet) COMP
 DG8164  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DG8164
 DG8164  VERT ORDER      -  SECOND    CLASS I
 DG8164
 DG8164  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8164  Type                                         Horiz  Ellip  Dist(km)
 DG8164  -------------------------------------------------------------------
 DG8164  NETWORK                                       0.83   1.02
 DG8164  -------------------------------------------------------------------
 DG8164  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   0.69      2.36
 DG8164  -------------------------------------------------------------------
 DG8164  NOTE: Click here for information on individual local accuracy
 DG8164  values and other accuracy information.
 DG8164
 DG8164
 DG8164.The horizontal coordinates were established by GPS observations
 DG8164.and adjusted by the National Geodetic Survey in February 2007.
 DG8164
 DG8164.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8164.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8164
 DG8164.The horizontal coordinates are valid at the epoch date displayed above
 DG8164.which is a decimal equivalence of Year/Month/Day.
 DG8164
 DG8164.The orthometric height was determined by differential leveling and
 DG8164.adjusted in September 2006.
 DG8164
 DG8164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8164
 DG8164.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8164
 DG8164.The ellipsoidal height was determined by GPS observations
 DG8164.and is referenced to NAD 83.
 DG8164
 DG8164.The dynamic height is computed by dividing the NAVD 88
 DG8164.geopotential number by the normal gravity value computed on the
 DG8164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8164.degrees latitude (g = 980.6199 gals.).
 DG8164
 DG8164.The modeled gravity was interpolated from observed gravity values.
 DG8164
 DG8164. The following values were computed from the NAD 83(2007) position.
 DG8164
 DG8164;                    North         East     Units Scale Factor Converg.
 DG8164;SPC MN C     -   320,351.665   673,671.648   MT  0.99998361   -1 12 03.6
 DG8164;SPC MN C     - 1,051,020.42  2,210,204.40   sFT  0.99998361   -1 12 03.6
 DG8164;UTM  15      - 5,206,004.118   278,633.149   MT  1.00020232   -2 07 41.7
 DG8164
 DG8164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8164!SPC MN C     -   0.99993858  x   0.99998361  =   0.99992219
 DG8164!UTM  15      -   0.99993858  x   1.00020232  =   1.00014088
 DG8164
 DG8164                          SUPERSEDED SURVEY CONTROL
 DG8164
 DG8164  NAD 83(1996)-  46 58 14.02151(N)    095 54 36.82262(W) AD(       ) 1
 DG8164  ELLIP H (12/06/04)  391.900  (m)                       GP(       ) 4 1
 DG8164  NAVD 88 (12/06/04)  418.69   (m)         1373.7    (f) LEVELING    3  
 DG8164
 DG8164.Superseded values are not recommended for survey control.
 DG8164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8164.See file dsdata.txt to determine how the superseded data were derived.
 DG8164
 DG8164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7863306004(NAD 83)
 DG8164
 DG8164_MARKER: DD = SURVEY DISK
 DG8164_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8164_STAMPING: 0305 R 2004
 DG8164_MARK LOGO: MNDT  
 DG8164_PROJECTION: RECESSED 5 CENTIMETERS
 DG8164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8164+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 DG8164_ROD/PIPE-DEPTH:  7.6 meters
 DG8164
 DG8164  HISTORY     - Date     Condition        Report By
 DG8164  HISTORY     - 2004     MONUMENTED       MNDT
 DG8164  HISTORY     - 20040728 GOOD             MNDT
 DG8164
 DG8164                          STATION DESCRIPTION
 DG8164
 DG8164'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8164'1.0 MILE SOUTH OF CALLAWAY, 1.45 MILES SOUTH ALONG TRUNK HIGHWAY 59
 DG8164'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14 (0.70 MILE
 DG8164'NORTH OF CALLAWAY), AT TRUNK HIGHWAY 59 MILEPOINT 275.0, 90.2 FEET
 DG8164'EAST-SOUTHEAST OF TRUNK HIGHWAY 59, 63.2 FEET NORTH OF FIELD ENTRANCE,
 DG8164'27.6 FEET NORTH OF POWER POLE, 1.0 FOOT WEST OF WITNESS POST
 DG8164
 DG8164                          STATION RECOVERY (2004)
 DG8164
 DG8164'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8165 ***********************************************************************
 DG8165  DESIGNATION -  0305 S
 DG8165  PID         -  DG8165
 DG8165  STATE/COUNTY-  MN/BECKER
 DG8165  COUNTRY     -  US
 DG8165  USGS QUAD   -  CALLAWAY (1959)
 DG8165
 DG8165                         *CURRENT SURVEY CONTROL
 DG8165  ______________________________________________________________________
 DG8165* NAD 83(2007) POSITION- 46 55 13.23233(N) 095 54 39.09385(W)   ADJUSTED  
 DG8165* NAD 83(2007) ELLIP HT-   414.177 (meters)        (02/10/07)   ADJUSTED
 DG8165* NAD 83(2007) EPOCH   -  2002.00
 DG8165* NAVD 88 ORTHO HEIGHT -   440.885  (meters)    1446.47  (feet) ADJUSTED  
 DG8165  ______________________________________________________________________
 DG8165  NAD 83(2007) X  -   -449,454.974 (meters)                     COMP
 DG8165  NAD 83(2007) Y  - -4,341,238.576 (meters)                     COMP
 DG8165  NAD 83(2007) Z  -  4,636,023.335 (meters)                     COMP
 DG8165  LAPLACE CORR    -          1.10  (seconds)                    DEFLEC09
 DG8165  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DG8165  DYNAMIC HEIGHT  -        440.913 (meters)     1446.56  (feet) COMP
 DG8165  MODELED GRAVITY -    980,663.6   (mgal)                       NAVD 88
 DG8165
 DG8165  VERT ORDER      -  SECOND    CLASS I
 DG8165
 DG8165  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8165  Type                                         Horiz  Ellip  Dist(km)
 DG8165  -------------------------------------------------------------------
 DG8165  NETWORK                                       0.69   0.84
 DG8165  -------------------------------------------------------------------
 DG8165  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.44   0.49      1.70
 DG8165  -------------------------------------------------------------------
 DG8165  NOTE: Click here for information on individual local accuracy
 DG8165  values and other accuracy information.
 DG8165
 DG8165
 DG8165.The horizontal coordinates were established by GPS observations
 DG8165.and adjusted by the National Geodetic Survey in February 2007.
 DG8165
 DG8165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8165.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8165
 DG8165.The horizontal coordinates are valid at the epoch date displayed above
 DG8165.which is a decimal equivalence of Year/Month/Day.
 DG8165
 DG8165.The orthometric height was determined by differential leveling and
 DG8165.adjusted in September 2006.
 DG8165
 DG8165.Photographs are available for this station.
 DG8165
 DG8165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8165
 DG8165.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8165
 DG8165.The ellipsoidal height was determined by GPS observations
 DG8165.and is referenced to NAD 83.
 DG8165
 DG8165.The dynamic height is computed by dividing the NAVD 88
 DG8165.geopotential number by the normal gravity value computed on the
 DG8165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8165.degrees latitude (g = 980.6199 gals.).
 DG8165
 DG8165.The modeled gravity was interpolated from observed gravity values.
 DG8165
 DG8165. The following values were computed from the NAD 83(2007) position.
 DG8165
 DG8165;                    North         East     Units Scale Factor Converg.
 DG8165;SPC MN C     -   314,771.148   673,506.592   MT  0.99997424   -1 12 05.2
 DG8165;SPC MN C     - 1,032,711.67  2,209,662.88   sFT  0.99997424   -1 12 05.2
 DG8165;UTM  15      - 5,200,425.749   278,377.833   MT  1.00020372   -2 07 37.1
 DG8165
 DG8165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8165!SPC MN C     -   0.99993508  x   0.99997424  =   0.99990932
 DG8165!UTM  15      -   0.99993508  x   1.00020372  =   1.00013879
 DG8165
 DG8165:                Primary Azimuth Mark                     Grid Az
 DG8165:SPC MN C     -  0305 F                                   001 18 54.2
 DG8165:UTM  15      -  0305 F                                   002 14 26.1
 DG8165
 DG8165|---------------------------------------------------------------------|
 DG8165| PID    Reference Object                     Distance      Geod. Az  |
 DG8165|                                                           dddmmss.s |
 DG8165| DG8158 0305 F                              APPROX. 1.6 KM 0000649.0 |
 DG8165|---------------------------------------------------------------------|
 DG8165
 DG8165                          SUPERSEDED SURVEY CONTROL
 DG8165
 DG8165  NAD 83(1996)-  46 55 13.23200(N)    095 54 39.09394(W) AD(       ) 1
 DG8165  ELLIP H (12/06/04)  414.198  (m)                       GP(       ) 4 1
 DG8165  NAVD 88 (12/06/04)  440.88   (m)         1446.5    (f) LEVELING    3  
 DG8165
 DG8165.Superseded values are not recommended for survey control.
 DG8165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8165.See file dsdata.txt to determine how the superseded data were derived.
 DG8165
 DG8165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7837700425(NAD 83)
 DG8165
 DG8165_MARKER: DD = SURVEY DISK
 DG8165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8165_STAMPING: 0305 S 2004
 DG8165_MARK LOGO: MNDT  
 DG8165_PROJECTION: FLUSH
 DG8165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8165+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 DG8165_ROD/PIPE-DEPTH:  4.6 meters
 DG8165
 DG8165  HISTORY     - Date     Condition        Report By
 DG8165  HISTORY     - 2004     MONUMENTED       MNDT
 DG8165  HISTORY     - 20040728 GOOD             MNDT
 DG8165
 DG8165                          STATION DESCRIPTION
 DG8165
 DG8165'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8165'7.5 MILES NORTH-NORTHWEST OF DETROIT LAKES, 7.5 MILES NORTH-NORTHWEST
 DG8165'ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG8165'HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59 MILEPOINT 271.50,
 DG8165'224.0 FEET WEST OF TRUNK HIGHWAY 59, 28.0 FEET NORTH OF 240TH STREET,
 DG8165'94.0 FEET WEST OF THE WEST RAIL OF RAILROAD, 2.0 FEET SOUTH OF WITNESS
 DG8165'POST
 DG8165
 DG8165                          STATION RECOVERY (2004)
 DG8165
 DG8165'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8166 ***********************************************************************
 DG8166  DESIGNATION -  0305 T
 DG8166  PID         -  DG8166
 DG8166  STATE/COUNTY-  MN/BECKER
 DG8166  COUNTRY     -  US
 DG8166  USGS QUAD   -  CALLAWAY (1959)
 DG8166
 DG8166                         *CURRENT SURVEY CONTROL
 DG8166  ______________________________________________________________________
 DG8166* NAD 83(2007) POSITION- 46 53 27.21064(N) 095 53 58.31051(W)   ADJUSTED  
 DG8166* NAD 83(2007) ELLIP HT-   415.699 (meters)        (02/10/07)   ADJUSTED
 DG8166* NAD 83(2007) EPOCH   -  2002.00
 DG8166* NAVD 88 ORTHO HEIGHT -   442.325  (meters)    1451.19  (feet) ADJUSTED  
 DG8166  ______________________________________________________________________
 DG8166  NAD 83(2007) X  -   -448,842.457 (meters)                     COMP
 DG8166  NAD 83(2007) Y  - -4,343,706.642 (meters)                     COMP
 DG8166  NAD 83(2007) Z  -  4,633,787.511 (meters)                     COMP
 DG8166  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC09
 DG8166  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DG8166  DYNAMIC HEIGHT  -        442.355 (meters)     1451.29  (feet) COMP
 DG8166  MODELED GRAVITY -    980,668.1   (mgal)                       NAVD 88
 DG8166
 DG8166  VERT ORDER      -  SECOND    CLASS I
 DG8166
 DG8166  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8166  Type                                         Horiz  Ellip  Dist(km)
 DG8166  -------------------------------------------------------------------
 DG8166  NETWORK                                       0.65   0.80
 DG8166  -------------------------------------------------------------------
 DG8166  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.33      1.98
 DG8166  -------------------------------------------------------------------
 DG8166  NOTE: Click here for information on individual local accuracy
 DG8166  values and other accuracy information.
 DG8166
 DG8166
 DG8166.The horizontal coordinates were established by GPS observations
 DG8166.and adjusted by the National Geodetic Survey in February 2007.
 DG8166
 DG8166.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8166.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8166
 DG8166.The horizontal coordinates are valid at the epoch date displayed above
 DG8166.which is a decimal equivalence of Year/Month/Day.
 DG8166
 DG8166.The orthometric height was determined by differential leveling and
 DG8166.adjusted in September 2006.
 DG8166
 DG8166.Photographs are available for this station.
 DG8166
 DG8166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8166
 DG8166.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8166
 DG8166.The ellipsoidal height was determined by GPS observations
 DG8166.and is referenced to NAD 83.
 DG8166
 DG8166.The dynamic height is computed by dividing the NAVD 88
 DG8166.geopotential number by the normal gravity value computed on the
 DG8166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8166.degrees latitude (g = 980.6199 gals.).
 DG8166
 DG8166.The modeled gravity was interpolated from observed gravity values.
 DG8166
 DG8166. The following values were computed from the NAD 83(2007) position.
 DG8166
 DG8166;                    North         East     Units Scale Factor Converg.
 DG8166;SPC MN C     -   311,479.941   674,301.100   MT  0.99996911   -1 11 35.7
 DG8166;SPC MN C     - 1,021,913.77  2,212,269.53   sFT  0.99996911   -1 11 35.7
 DG8166;UTM  15      - 5,197,121.385   279,119.277   MT  1.00019969   -2 07 03.6
 DG8166
 DG8166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8166!SPC MN C     -   0.99993484  x   0.99996911  =   0.99990395
 DG8166!UTM  15      -   0.99993484  x   1.00019969  =   1.00013452
 DG8166
 DG8166:                Primary Azimuth Mark                     Grid Az
 DG8166:SPC MN C     -  0305 U                                   176 45 05.9
 DG8166:UTM  15      -  0305 U                                   177 40 33.8
 DG8166
 DG8166|---------------------------------------------------------------------|
 DG8166| PID    Reference Object                     Distance      Geod. Az  |
 DG8166|                                                           dddmmss.s |
 DG8166| DG8167 0305 U                              APPROX. 1.6 KM 1753330.2 |
 DG8166|---------------------------------------------------------------------|
 DG8166
 DG8166                          SUPERSEDED SURVEY CONTROL
 DG8166
 DG8166  NAD 83(1996)-  46 53 27.21031(N)    095 53 58.31061(W) AD(       ) 1
 DG8166  ELLIP H (12/06/04)  415.720  (m)                       GP(       ) 4 1
 DG8166  NAVD 88 (12/06/04)  442.33   (m)         1451.2    (f) LEVELING    3  
 DG8166
 DG8166.Superseded values are not recommended for survey control.
 DG8166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8166.See file dsdata.txt to determine how the superseded data were derived.
 DG8166
 DG8166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7911997121(NAD 83)
 DG8166
 DG8166_MARKER: DD = SURVEY DISK
 DG8166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8166_STAMPING: 0305 T 2004
 DG8166_MARK LOGO: MNDT  
 DG8166_PROJECTION: RECESSED 5 CENTIMETERS
 DG8166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8166+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 DG8166_ROD/PIPE-DEPTH:  6.1 meters
 DG8166
 DG8166  HISTORY     - Date     Condition        Report By
 DG8166  HISTORY     - 2004     MONUMENTED       MNDT
 DG8166  HISTORY     - 20040729 GOOD             MNDT
 DG8166
 DG8166                          STATION DESCRIPTION
 DG8166
 DG8166'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8166'5.5 MILES NORTH-NORTHWEST OF DETROIT LAKES, 5.4 MILES NORTH-NORTHWEST
 DG8166'ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG8166'HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59 MILEPOINT 269.40,
 DG8166'83.0 FEET EAST OF TRUNK HIGHWAY 59, 70.1 FEET SOUTH OF COUNTY ROAD
 DG8166'149, 1.0 FOOT NORTH OF WITNESS POST
 DG8166
 DG8166                          STATION RECOVERY (2004)
 DG8166
 DG8166'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8166'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8167 ***********************************************************************
 DG8167  DESIGNATION -  0305 U
 DG8167  PID         -  DG8167
 DG8167  STATE/COUNTY-  MN/BECKER
 DG8167  COUNTRY     -  US
 DG8167  USGS QUAD   -  CALLAWAY (1959)
 DG8167
 DG8167                         *CURRENT SURVEY CONTROL
 DG8167  ______________________________________________________________________
 DG8167* NAD 83(2007) POSITION- 46 52 36.34416(N) 095 53 52.54852(W)   ADJUSTED  
 DG8167* NAD 83(2007) ELLIP HT-   402.224 (meters)        (02/10/07)   ADJUSTED
 DG8167* NAD 83(2007) EPOCH   -  2002.00
 DG8167* NAVD 88 ORTHO HEIGHT -   428.828  (meters)    1406.91  (feet) ADJUSTED  
 DG8167  ______________________________________________________________________
 DG8167  NAD 83(2007) X  -   -448,837.999 (meters)                     COMP
 DG8167  NAD 83(2007) Y  - -4,344,850.631 (meters)                     COMP
 DG8167  NAD 83(2007) Z  -  4,632,704.019 (meters)                     COMP
 DG8167  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC09
 DG8167  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG8167  DYNAMIC HEIGHT  -        428.858 (meters)     1407.01  (feet) COMP
 DG8167  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 DG8167
 DG8167  VERT ORDER      -  SECOND    CLASS I
 DG8167
 DG8167  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8167  Type                                         Horiz  Ellip  Dist(km)
 DG8167  -------------------------------------------------------------------
 DG8167  NETWORK                                       0.65   0.80
 DG8167  -------------------------------------------------------------------
 DG8167  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.35      1.65
 DG8167  -------------------------------------------------------------------
 DG8167  NOTE: Click here for information on individual local accuracy
 DG8167  values and other accuracy information.
 DG8167
 DG8167
 DG8167.The horizontal coordinates were established by GPS observations
 DG8167.and adjusted by the National Geodetic Survey in February 2007.
 DG8167
 DG8167.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8167.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8167
 DG8167.The horizontal coordinates are valid at the epoch date displayed above
 DG8167.which is a decimal equivalence of Year/Month/Day.
 DG8167
 DG8167.The orthometric height was determined by differential leveling and
 DG8167.adjusted in September 2006.
 DG8167
 DG8167.Photographs are available for this station.
 DG8167
 DG8167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8167
 DG8167.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8167
 DG8167.The ellipsoidal height was determined by GPS observations
 DG8167.and is referenced to NAD 83.
 DG8167
 DG8167.The dynamic height is computed by dividing the NAVD 88
 DG8167.geopotential number by the normal gravity value computed on the
 DG8167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8167.degrees latitude (g = 980.6199 gals.).
 DG8167
 DG8167.The modeled gravity was interpolated from observed gravity values.
 DG8167
 DG8167. The following values were computed from the NAD 83(2007) position.
 DG8167
 DG8167;                    North         East     Units Scale Factor Converg.
 DG8167;SPC MN C     -   309,907.027   674,390.371   MT  0.99996674   -1 11 31.5
 DG8167;SPC MN C     - 1,016,753.30  2,212,562.41   sFT  0.99996674   -1 11 31.5
 DG8167;UTM  15      - 5,195,546.871   279,183.182   MT  1.00019934   -2 06 57.6
 DG8167
 DG8167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8167!SPC MN C     -   0.99993695  x   0.99996674  =   0.99990370
 DG8167!UTM  15      -   0.99993695  x   1.00019934  =   1.00013628
 DG8167
 DG8167:                Primary Azimuth Mark                     Grid Az
 DG8167:SPC MN C     -  0305 T                                   356 45 05.9
 DG8167:UTM  15      -  0305 T                                   357 40 32.0
 DG8167
 DG8167|---------------------------------------------------------------------|
 DG8167| PID    Reference Object                     Distance      Geod. Az  |
 DG8167|                                                           dddmmss.s |
 DG8167| DG8166 0305 T                              APPROX. 1.6 KM 3553334.4 |
 DG8167|---------------------------------------------------------------------|
 DG8167
 DG8167                          SUPERSEDED SURVEY CONTROL
 DG8167
 DG8167  NAD 83(1996)-  46 52 36.34384(N)    095 53 52.54862(W) AD(       ) 1
 DG8167  ELLIP H (12/06/04)  402.245  (m)                       GP(       ) 4 1
 DG8167  NAVD 88 (12/06/04)  428.83   (m)         1406.9    (f) LEVELING    3  
 DG8167
 DG8167.Superseded values are not recommended for survey control.
 DG8167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8167.See file dsdata.txt to determine how the superseded data were derived.
 DG8167
 DG8167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7918395546(NAD 83)
 DG8167
 DG8167_MARKER: DD = SURVEY DISK
 DG8167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8167_STAMPING: 0305 U 2004
 DG8167_MARK LOGO: MNDT  
 DG8167_PROJECTION: RECESSED 8 CENTIMETERS
 DG8167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8167+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2004
 DG8167_ROD/PIPE-DEPTH:  6.1 meters
 DG8167
 DG8167  HISTORY     - Date     Condition        Report By
 DG8167  HISTORY     - 2004     MONUMENTED       MNDT
 DG8167  HISTORY     - 20040729 GOOD             MNDT
 DG8167
 DG8167                          STATION DESCRIPTION
 DG8167
 DG8167'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8167'4.5 MILES NORTH-NORTHWEST OF DETROIT LAKES, 4.40 MILES NORTH-NORTHWEST
 DG8167'ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG8167'HIGHWAY 10 IN DETROIT LAKES, AT TRUNK HIGHWAY 59 MILEPOINT 268.40,
 DG8167'60.7 FEET NORTH OF WHEELER LAKE ROAD, 142.2 FEET WEST-SOUTHWEST OF
 DG8167'TRUNK HIGHWAY 59, 17.3 FEET WEST OF SOUTHWEST CORNER OF CABLE BOX
 DG8167
 DG8167                          STATION RECOVERY (2004)
 DG8167
 DG8167'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0166 ***********************************************************************
 DI0166  DESIGNATION -  0308 A
 DI0166  PID         -  DI0166
 DI0166  STATE/COUNTY-  MN/BECKER
 DI0166  COUNTRY     -  US
 DI0166  USGS QUAD   -  OGEMA (1969)
 DI0166
 DI0166                         *CURRENT SURVEY CONTROL
 DI0166  ______________________________________________________________________
 DI0166* NAD 83(1986) POSITION- 47 06 10.7    (N) 095 55 26.1    (W)   HD_HELD2  
 DI0166* NAVD 88 ORTHO HEIGHT -   387.538  (meters)    1271.45  (feet) ADJUSTED  
 DI0166  ______________________________________________________________________
 DI0166  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DI0166  DYNAMIC HEIGHT  -        387.564 (meters)     1271.53  (feet) COMP
 DI0166  MODELED GRAVITY -    980,668.5   (mgal)                       NAVD 88
 DI0166
 DI0166  VERT ORDER      -  SECOND    CLASS I
 DI0166
 DI0166.The horizontal coordinates were established by autonomous hand held GPS
 DI0166.observations and have an estimated accuracy of +/- 10 meters.
 DI0166.
 DI0166.The orthometric height was determined by differential leveling and
 DI0166.adjusted in September 2006.
 DI0166
 DI0166.Photographs are available for this station.
 DI0166
 DI0166.The dynamic height is computed by dividing the NAVD 88
 DI0166.geopotential number by the normal gravity value computed on the
 DI0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0166.degrees latitude (g = 980.6199 gals.).
 DI0166
 DI0166.The modeled gravity was interpolated from observed gravity values.
 DI0166
 DI0166;                    North         East    Units  Estimated Accuracy
 DI0166;SPC MN C     -   335,091.      672,941.      MT  (+/- 10 meters HH2 GPS)
 DI0166
 DI0166                          SUPERSEDED SURVEY CONTROL
 DI0166
 DI0166.No superseded survey control is available for this station.
 DI0166
 DI0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7814120755(NAD 83)
 DI0166
 DI0166_MARKER: DD = SURVEY DISK
 DI0166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0166_STAMPING: 0308 A 2005
 DI0166_MARK LOGO: MNDT  
 DI0166_PROJECTION: FLUSH
 DI0166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0166+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0166_ROD/PIPE-DEPTH: 10.7 meters
 DI0166
 DI0166  HISTORY     - Date     Condition        Report By
 DI0166  HISTORY     - 2005     MONUMENTED       MNDT
 DI0166
 DI0166                          STATION DESCRIPTION
 DI0166
 DI0166'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0166'IN OGEMA, 0.15 MILES EAST ALONG TRUNK HIGHWAY 224 FROM JUNCTION OF
 DI0166'TRUNK HIGHWAY 224 AND TRUNK HIGHWAY 59 IN OGEMA, AT TRUNK HIGHWAY 224
 DI0166'MILEPOINT 0.15, 88.7 FEET NORTH OF TRUNK HIGHWAY 224, 51.8 FEET WEST
 DI0166'OF PAVED ROAD, 6.4 FEET NORTH OF ENTRANCE, 1.9 FEET SOUTH OF WITNESS
 DI0166'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0167 ***********************************************************************
 DI0167  DESIGNATION -  0308 B
 DI0167  PID         -  DI0167
 DI0167  STATE/COUNTY-  MN/BECKER
 DI0167  COUNTRY     -  US
 DI0167  USGS QUAD   -  OGEMA (1969)
 DI0167
 DI0167                         *CURRENT SURVEY CONTROL
 DI0167  ______________________________________________________________________
 DI0167* NAD 83(1986) POSITION- 47 05 44.2    (N) 095 54 40.8    (W)   HD_HELD2  
 DI0167* NAVD 88 ORTHO HEIGHT -   395.154  (meters)    1296.43  (feet) ADJUSTED  
 DI0167  ______________________________________________________________________
 DI0167  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DI0167  DYNAMIC HEIGHT  -        395.179 (meters)     1296.52  (feet) COMP
 DI0167  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 DI0167
 DI0167  VERT ORDER      -  SECOND    CLASS I
 DI0167
 DI0167.The horizontal coordinates were established by autonomous hand held GPS
 DI0167.observations and have an estimated accuracy of +/- 10 meters.
 DI0167.
 DI0167.The orthometric height was determined by differential leveling and
 DI0167.adjusted in September 2006.
 DI0167
 DI0167.Photographs are available for this station.
 DI0167
 DI0167.The dynamic height is computed by dividing the NAVD 88
 DI0167.geopotential number by the normal gravity value computed on the
 DI0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0167.degrees latitude (g = 980.6199 gals.).
 DI0167
 DI0167.The modeled gravity was interpolated from observed gravity values.
 DI0167
 DI0167;                    North         East    Units  Estimated Accuracy
 DI0167;SPC MN C     -   334,252.      673,879.      MT  (+/- 10 meters HH2 GPS)
 DI0167
 DI0167                          SUPERSEDED SURVEY CONTROL
 DI0167
 DI0167.No superseded survey control is available for this station.
 DI0167
 DI0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7906619902(NAD 83)
 DI0167
 DI0167_MARKER: DD = SURVEY DISK
 DI0167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0167_STAMPING: 0308 B 2005
 DI0167_MARK LOGO: MNDT  
 DI0167_PROJECTION: FLUSH
 DI0167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0167+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0167_ROD/PIPE-DEPTH:  7.6 meters
 DI0167
 DI0167  HISTORY     - Date     Condition        Report By
 DI0167  HISTORY     - 2005     MONUMENTED       MNDT
 DI0167
 DI0167                          STATION DESCRIPTION
 DI0167
 DI0167'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0167'1.0 MILES SOUTHEAST OF OGEMA, 1.0 MILES EAST ALONG TRUNK HIGHWAY 224
 DI0167'FROM JUNCTION OF TRUNK HIGHWAY 224 AND TRUNK HIGHWAY 59 IN OGEMA, AT
 DI0167'TRUNK HIGHWAY 224 MILEPOINT 1.0, 43.6 FEET SOUTHWEST OF TRUNK HIGHWAY
 DI0167'224, 16.2 FEET SOUTHEAST OF FIELD ENTRANCE, 1.2 FEET WEST OF WITNESS
 DI0167'POS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0168 ***********************************************************************
 DI0168  DESIGNATION -  0308 C
 DI0168  PID         -  DI0168
 DI0168  STATE/COUNTY-  MN/BECKER
 DI0168  COUNTRY     -  US
 DI0168  USGS QUAD   -  OGEMA (1969)
 DI0168
 DI0168                         *CURRENT SURVEY CONTROL
 DI0168  ______________________________________________________________________
 DI0168* NAD 83(1986) POSITION- 47 05 34.4    (N) 095 53 25.8    (W)   HD_HELD2  
 DI0168* NAVD 88 ORTHO HEIGHT -   419.262  (meters)    1375.53  (feet) ADJUSTED  
 DI0168  ______________________________________________________________________
 DI0168  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DI0168  DYNAMIC HEIGHT  -        419.287 (meters)     1375.61  (feet) COMP
 DI0168  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 DI0168
 DI0168  VERT ORDER      -  SECOND    CLASS I
 DI0168
 DI0168.The horizontal coordinates were established by autonomous hand held GPS
 DI0168.observations and have an estimated accuracy of +/- 10 meters.
 DI0168.
 DI0168.The orthometric height was determined by differential leveling and
 DI0168.adjusted in September 2006.
 DI0168
 DI0168.Photographs are available for this station.
 DI0168
 DI0168.The dynamic height is computed by dividing the NAVD 88
 DI0168.geopotential number by the normal gravity value computed on the
 DI0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0168.degrees latitude (g = 980.6199 gals.).
 DI0168
 DI0168.The modeled gravity was interpolated from observed gravity values.
 DI0168
 DI0168;                    North         East    Units  Estimated Accuracy
 DI0168;SPC MN C     -   333,917.      675,454.      MT  (+/- 10 meters HH2 GPS)
 DI0168
 DI0168                          SUPERSEDED SURVEY CONTROL
 DI0168
 DI0168.No superseded survey control is available for this station.
 DI0168
 DI0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN8063519541(NAD 83)
 DI0168
 DI0168_MARKER: DD = SURVEY DISK
 DI0168_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0168_STAMPING: 0308 C 2005
 DI0168_MARK LOGO: MNDT  
 DI0168_PROJECTION: RECESSED 5 CENTIMETERS
 DI0168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0168+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0168_ROD/PIPE-DEPTH:  6.1 meters
 DI0168
 DI0168  HISTORY     - Date     Condition        Report By
 DI0168  HISTORY     - 2005     MONUMENTED       MNDT
 DI0168
 DI0168                          STATION DESCRIPTION
 DI0168
 DI0168'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0168'2.0 MILES EAST SOUTHEAST OF OGEMA, 2.0 MILES EAST ALONG TRUNK HIGHWAY
 DI0168'224 FROM JUNCTION OF TRUNK HIGHWAY 224 AND TRUNK HIGHWAY 59 IN OGEMA,
 DI0168'AT TRUNK HIGHWAY 224 MILEPOINT 2.0, 68.6 FEET SOUTH OF TRUNK HIGHWAY
 DI0168'224, 64.7 WEST OF COUNTY ROAD 109, 1.5 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6752 ***********************************************************************
 DF6752  DESIGNATION -  031 31
 DF6752  PID         -  DF6752
 DF6752  STATE/COUNTY-  MN/CASS
 DF6752  COUNTRY     -  US
 DF6752  USGS QUAD   -  CRYSTAL LAKE (1996)
 DF6752
 DF6752                         *CURRENT SURVEY CONTROL
 DF6752  ______________________________________________________________________
 DF6752* NAD 83(2007) POSITION- 46 53 48.08667(N) 094 39 32.70377(W)   ADJUSTED  
 DF6752* NAD 83(2007) ELLIP HT-   412.393 (meters)        (02/10/07)   ADJUSTED
 DF6752* NAD 83(2007) EPOCH   -  2002.00
 DF6752* NAVD 88 ORTHO HEIGHT -   440.1    (meters)    1444.    (feet) GPS OBS   
 DF6752  ______________________________________________________________________
 DF6752  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6752  GEOID HEIGHT    -        -27.68  (meters)                     GEOID99
 DF6752  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DF6752  NAD 83(2007) X  -   -354,665.507 (meters)                     COMP
 DF6752  NAD 83(2007) Y  - -4,351,933.937 (meters)                     COMP
 DF6752  NAD 83(2007) Z  -  4,634,225.653 (meters)                     COMP
 DF6752  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC09
 DF6752
 DF6752  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6752  Type                                         Horiz  Ellip  Dist(km)
 DF6752  -------------------------------------------------------------------
 DF6752  NETWORK                                       0.78   0.47
 DF6752  -------------------------------------------------------------------
 DF6752  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.90   0.51     10.57
 DF6752  -------------------------------------------------------------------
 DF6752  NOTE: Click here for information on individual local accuracy
 DF6752  values and other accuracy information.
 DF6752
 DF6752
 DF6752.The horizontal coordinates were established by GPS observations
 DF6752.and adjusted by the National Geodetic Survey in February 2007.
 DF6752
 DF6752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6752.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6752
 DF6752.The horizontal coordinates are valid at the epoch date displayed above
 DF6752.which is a decimal equivalence of Year/Month/Day.
 DF6752
 DF6752.The orthometric height was determined by GPS observations and a
 DF6752.high-resolution geoid model.
 DF6752
 DF6752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6752
 DF6752.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6752
 DF6752.The ellipsoidal height was determined by GPS observations
 DF6752.and is referenced to NAD 83.
 DF6752
 DF6752. The following values were computed from the NAD 83(2007) position.
 DF6752
 DF6752;                    North         East     Units Scale Factor Converg.
 DF6752;SPC MN C     -   310,896.118   768,827.829   MT  0.99997010   -0 17 45.3
 DF6752;SPC MN C     - 1,019,998.35  2,522,395.97   sFT  0.99997010   -0 17 45.3
 DF6752;UTM  15      - 5,195,019.905   373,625.381   MT  0.99979629   -1 12 41.4
 DF6752
 DF6752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6752!SPC MN C     -   0.99993536  x   0.99997010  =   0.99990546
 DF6752!UTM  15      -   0.99993536  x   0.99979629  =   0.99973166
 DF6752
 DF6752                          SUPERSEDED SURVEY CONTROL
 DF6752
 DF6752  NAD 83(1996)-  46 53 48.08644(N)    094 39 32.70360(W) AD(       ) 1
 DF6752  ELLIP H (08/04/03)  412.409  (m)                       GP(       ) 3 2
 DF6752
 DF6752.Superseded values are not recommended for survey control.
 DF6752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6752.See file dsdata.txt to determine how the superseded data were derived.
 DF6752
 DF6752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7362595019(NAD 83)
 DF6752
 DF6752_MARKER: DD = SURVEY DISK
 DF6752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6752_STAMPING: 031-31 2001
 DF6752_MARK LOGO: MN-057
 DF6752_PROJECTION: FLUSH
 DF6752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6752+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6752_ROD/PIPE-DEPTH:  4.0 meters
 DF6752
 DF6752  HISTORY     - Date     Condition        Report By
 DF6752  HISTORY     - 2001     MONUMENTED       MN-057
 DF6752
 DF6752                          STATION DESCRIPTION
 DF6752
 DF6752'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (MPP)
 DF6752'7 MILES (11.3 KM) SE OF AKELEY, 3 MILES (4.8 KM) EAST ALONG CO RD 22
 DF6752'FROM JCT OF TH 64 THEN 1.4
 DF6752'MILES (2.3 KM) NORTH ON CO RD 21, 31 FT (9.4 M) EAST OF CO RD 41,
 DF6752'65.83 FT (20.07 M) NW OF 6 INCH
 DF6752'JACK PINE, 88.55 FT (26.99 M) SW OF 6 INCH JACK PINE, 3 FT (0.9 M)
 DF6752'EAST OF WIT POST.
 DF6752'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6753 ***********************************************************************
 DF6753  DESIGNATION -  033 25
 DF6753  PID         -  DF6753
 DF6753  STATE/COUNTY-  MN/HUBBARD
 DF6753  COUNTRY     -  US
 DF6753  USGS QUAD   -  NEVIS (1980)
 DF6753
 DF6753                         *CURRENT SURVEY CONTROL
 DF6753  ______________________________________________________________________
 DF6753* NAD 83(2007) POSITION- 46 54 49.74557(N) 094 47 50.42538(W)   ADJUSTED  
 DF6753* NAD 83(2007) ELLIP HT-   408.555 (meters)        (02/10/07)   ADJUSTED
 DF6753* NAD 83(2007) EPOCH   -  2002.00
 DF6753* NAVD 88 ORTHO HEIGHT -   436.1    (meters)    1431.    (feet) GPS OBS   
 DF6753  ______________________________________________________________________
 DF6753  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6753  GEOID HEIGHT    -        -27.55  (meters)                     GEOID99
 DF6753  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DF6753  NAD 83(2007) X  -   -365,049.272 (meters)                     COMP
 DF6753  NAD 83(2007) Y  - -4,349,677.240 (meters)                     COMP
 DF6753  NAD 83(2007) Z  -  4,635,523.790 (meters)                     COMP
 DF6753  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC09
 DF6753
 DF6753  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6753  Type                                         Horiz  Ellip  Dist(km)
 DF6753  -------------------------------------------------------------------
 DF6753  NETWORK                                       1.00   0.59
 DF6753  -------------------------------------------------------------------
 DF6753  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.03   0.58      7.47
 DF6753  -------------------------------------------------------------------
 DF6753  NOTE: Click here for information on individual local accuracy
 DF6753  values and other accuracy information.
 DF6753
 DF6753
 DF6753.The horizontal coordinates were established by GPS observations
 DF6753.and adjusted by the National Geodetic Survey in February 2007.
 DF6753
 DF6753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6753.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6753
 DF6753.The horizontal coordinates are valid at the epoch date displayed above
 DF6753.which is a decimal equivalence of Year/Month/Day.
 DF6753
 DF6753.The orthometric height was determined by GPS observations and a
 DF6753.high-resolution geoid model.
 DF6753
 DF6753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6753
 DF6753.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6753
 DF6753.The ellipsoidal height was determined by GPS observations
 DF6753.and is referenced to NAD 83.
 DF6753
 DF6753. The following values were computed from the NAD 83(2007) position.
 DF6753
 DF6753;                    North         East     Units Scale Factor Converg.
 DF6753;SPC MN C     -   312,863.670   758,306.045   MT  0.99997308   -0 23 45.4
 DF6753;SPC MN C     - 1,026,453.56  2,487,875.75   sFT  0.99997308   -0 23 45.4
 DF6753;UTM  15      - 5,197,155.116   363,138.068   MT  0.99983022   -1 18 46.3
 DF6753
 DF6753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6753!SPC MN C     -   0.99993596  x   0.99997308  =   0.99990904
 DF6753!UTM  15      -   0.99993596  x   0.99983022  =   0.99976619
 DF6753
 DF6753                          SUPERSEDED SURVEY CONTROL
 DF6753
 DF6753  NAD 83(1996)-  46 54 49.74539(N)    094 47 50.42494(W) AD(       ) 1
 DF6753  ELLIP H (08/04/03)  408.569  (m)                       GP(       ) 3 2
 DF6753
 DF6753.Superseded values are not recommended for survey control.
 DF6753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6753.See file dsdata.txt to determine how the superseded data were derived.
 DF6753
 DF6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6313897155(NAD 83)
 DF6753
 DF6753_MARKER: DD = SURVEY DISK
 DF6753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6753_STAMPING: 033-25 2001
 DF6753_MARK LOGO: MN-057
 DF6753_PROJECTION: RECESSED 3 CENTIMETERS
 DF6753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6753+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6753_ROD/PIPE-DEPTH: 12.2 meters
 DF6753
 DF6753  HISTORY     - Date     Condition        Report By
 DF6753  HISTORY     - 2001     MONUMENTED       MN-057
 DF6753
 DF6753                          STATION DESCRIPTION
 DF6753
 DF6753'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001
 DF6753'3.75 MILES (6.03 KM) SE OF NEVIS, 2 EAST ALONG CO RD 33 FROM THE JCT
 DF6753'OF TH 34 THEN 3 MI (4.8 KM)
 DF6753'SOUTH ON CO RD 119, 40 FT (12.2 M) SE OF CO RD 119, 30 FT (9.1 M) NE
 DF6753'OF 174TH ST, 118.7 SW OF
 DF6753'P-POLE, 120 FT (36.6 M) NE OF P-POLE, 3 FT (0.9 M) WEST OF WIT POST.
 DF6753'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6754 ***********************************************************************
 DF6754  DESIGNATION -  033 32
 DF6754  PID         -  DF6754
 DF6754  STATE/COUNTY-  MN/HUBBARD
 DF6754  COUNTRY     -  US
 DF6754  USGS QUAD   -  DORSET (1980)
 DF6754
 DF6754                         *CURRENT SURVEY CONTROL
 DF6754  ______________________________________________________________________
 DF6754* NAD 83(2007) POSITION- 46 53 49.73744(N) 094 52 57.41216(W)   ADJUSTED  
 DF6754* NAD 83(2007) ELLIP HT-   403.374 (meters)        (02/10/07)   ADJUSTED
 DF6754* NAD 83(2007) EPOCH   -  2002.00
 DF6754* NAVD 88 ORTHO HEIGHT -   430.8    (meters)    1413.    (feet) GPS OBS   
 DF6754  ______________________________________________________________________
 DF6754  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6754  GEOID HEIGHT    -        -27.45  (meters)                     GEOID99
 DF6754  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DF6754  NAD 83(2007) X  -   -371,637.430 (meters)                     COMP
 DF6754  NAD 83(2007) Y  - -4,350,473.925 (meters)                     COMP
 DF6754  NAD 83(2007) Z  -  4,634,253.903 (meters)                     COMP
 DF6754  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC09
 DF6754
 DF6754  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6754  Type                                         Horiz  Ellip  Dist(km)
 DF6754  -------------------------------------------------------------------
 DF6754  NETWORK                                       0.92   0.51
 DF6754  -------------------------------------------------------------------
 DF6754  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.01   0.53      7.76
 DF6754  -------------------------------------------------------------------
 DF6754  NOTE: Click here for information on individual local accuracy
 DF6754  values and other accuracy information.
 DF6754
 DF6754
 DF6754.The horizontal coordinates were established by GPS observations
 DF6754.and adjusted by the National Geodetic Survey in February 2007.
 DF6754
 DF6754.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6754.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6754
 DF6754.The horizontal coordinates are valid at the epoch date displayed above
 DF6754.which is a decimal equivalence of Year/Month/Day.
 DF6754
 DF6754.The orthometric height was determined by GPS observations and a
 DF6754.high-resolution geoid model.
 DF6754
 DF6754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6754
 DF6754.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6754
 DF6754.The ellipsoidal height was determined by GPS observations
 DF6754.and is referenced to NAD 83.
 DF6754
 DF6754. The following values were computed from the NAD 83(2007) position.
 DF6754
 DF6754;                    North         East     Units Scale Factor Converg.
 DF6754;SPC MN C     -   311,059.099   751,795.572   MT  0.99997018   -0 27 27.5
 DF6754;SPC MN C     - 1,020,533.06  2,466,515.97   sFT  0.99997018   -0 27 27.5
 DF6754;UTM  15      - 5,195,455.196   356,600.399   MT  0.99985274   -1 22 29.2
 DF6754
 DF6754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6754!SPC MN C     -   0.99993677  x   0.99997018  =   0.99990696
 DF6754!UTM  15      -   0.99993677  x   0.99985274  =   0.99978952
 DF6754
 DF6754                          SUPERSEDED SURVEY CONTROL
 DF6754
 DF6754  NAD 83(1996)-  46 53 49.73723(N)    094 52 57.41178(W) AD(       ) 1
 DF6754  ELLIP H (08/04/03)  403.390  (m)                       GP(       ) 3 2
 DF6754
 DF6754.Superseded values are not recommended for survey control.
 DF6754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6754.See file dsdata.txt to determine how the superseded data were derived.
 DF6754
 DF6754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5660095455(NAD 83)
 DF6754
 DF6754_MARKER: DD = SURVEY DISK
 DF6754_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6754_STAMPING: 033-32 2001
 DF6754_MARK LOGO: MN-057
 DF6754_PROJECTION: RECESSED 3 CENTIMETERS
 DF6754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6754+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6754_ROD/PIPE-DEPTH: 19.2 meters
 DF6754
 DF6754  HISTORY     - Date     Condition        Report By
 DF6754  HISTORY     - 2001     MONUMENTED       MN-057
 DF6754
 DF6754                          STATION DESCRIPTION
 DF6754
 DF6754'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001
 DF6754'4.5 MILES (7.2 KM) SW OF NEVIS, 3.3 MI (5.3 KM) NORTH ALONG CO RD 13
 DF6754'FROM THE JCT OF TH 87, THEN
 DF6754'0.4 MI (0.6 KM) NORTH ON CROWN POINT RD, 29 FT (8.8 M) EAST OF CROWN
 DF6754'POINT RD, 3 FT (0.9 M)
 DF6754'SOUTH OF WIT POST.
 DF6754'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6755 ***********************************************************************
 DF6755  DESIGNATION -  034 6
 DF6755  PID         -  DF6755
 DF6755  STATE/COUNTY-  MN/HUBBARD
 DF6755  COUNTRY     -  US
 DF6755  USGS QUAD   -  PARK RAPIDS (1980)
 DF6755
 DF6755                         *CURRENT SURVEY CONTROL
 DF6755  ______________________________________________________________________
 DF6755* NAD 83(2007) POSITION- 46 58 36.94768(N) 095 01 38.33248(W)   ADJUSTED  
 DF6755* NAD 83(2007) ELLIP HT-   425.048 (meters)        (02/10/07)   ADJUSTED
 DF6755* NAD 83(2007) EPOCH   -  2002.00
 DF6755* NAVD 88 ORTHO HEIGHT -   452.4    (meters)    1484.    (feet) GPS OBS   
 DF6755  ______________________________________________________________________
 DF6755  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6755  GEOID HEIGHT    -        -27.34  (meters)                     GEOID99
 DF6755  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DF6755  NAD 83(2007) X  -   -382,056.751 (meters)                     COMP
 DF6755  NAD 83(2007) Y  - -4,343,080.877 (meters)                     COMP
 DF6755  NAD 83(2007) Z  -  4,640,326.023 (meters)                     COMP
 DF6755  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC09
 DF6755
 DF6755  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6755  Type                                         Horiz  Ellip  Dist(km)
 DF6755  -------------------------------------------------------------------
 DF6755  NETWORK                                       0.66   0.45
 DF6755  -------------------------------------------------------------------
 DF6755  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.72   0.43      8.50
 DF6755  -------------------------------------------------------------------
 DF6755  NOTE: Click here for information on individual local accuracy
 DF6755  values and other accuracy information.
 DF6755
 DF6755
 DF6755.The horizontal coordinates were established by GPS observations
 DF6755.and adjusted by the National Geodetic Survey in February 2007.
 DF6755
 DF6755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6755.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6755
 DF6755.The horizontal coordinates are valid at the epoch date displayed above
 DF6755.which is a decimal equivalence of Year/Month/Day.
 DF6755
 DF6755.The orthometric height was determined by GPS observations and a
 DF6755.high-resolution geoid model.
 DF6755
 DF6755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6755
 DF6755.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6755
 DF6755.The ellipsoidal height was determined by GPS observations
 DF6755.and is referenced to NAD 83.
 DF6755
 DF6755. The following values were computed from the NAD 83(2007) position.
 DF6755
 DF6755;                    North         East     Units Scale Factor Converg.
 DF6755;SPC MN C     -   320,025.789   740,856.967   MT  0.99998485   -0 33 44.3
 DF6755;SPC MN C     - 1,049,951.28  2,430,628.23   sFT  0.99998485   -0 33 44.3
 DF6755;UTM  15      - 5,204,595.142   345,808.090   MT  0.99989222   -1 28 56.7
 DF6755
 DF6755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6755!SPC MN C     -   0.99993338  x   0.99998485  =   0.99991823
 DF6755!UTM  15      -   0.99993338  x   0.99989222  =   0.99982561
 DF6755
 DF6755                          SUPERSEDED SURVEY CONTROL
 DF6755
 DF6755  NAD 83(1996)-  46 58 36.94744(N)    095 01 38.33237(W) AD(       ) 1
 DF6755  ELLIP H (08/04/03)  425.068  (m)                       GP(       ) 3 2
 DF6755
 DF6755.Superseded values are not recommended for survey control.
 DF6755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6755.See file dsdata.txt to determine how the superseded data were derived.
 DF6755
 DF6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4580804595(NAD 83)
 DF6755
 DF6755_MARKER: DD = SURVEY DISK
 DF6755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6755_STAMPING: 034-6 2001
 DF6755_MARK LOGO: MN-057
 DF6755_PROJECTION: RECESSED 5 CENTIMETERS
 DF6755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6755+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6755_ROD/PIPE-DEPTH: 13.7 meters
 DF6755
 DF6755  HISTORY     - Date     Condition        Report By
 DF6755  HISTORY     - 2001     MONUMENTED       MN-057
 DF6755
 DF6755                          STATION DESCRIPTION
 DF6755
 DF6755'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6755'4 MILES (6.4 KM) NNE OF PARK RAPIDS, 4.2 MI (6.8 KM) NORTH OF JCT TH
 DF6755'34 AND CO RD 1, 100 FT (30.5
 DF6755'M) SOUTH OF CO RD 18, 145.O FT EAST OF OF CO RD 1, 160.4 FT (48.9 M)
 DF6755'WEST OF P-POLE, 59.4 FT (18.1
 DF6755'M) SW OF NE COR OF ELECTRIC BOX, 3 FT (0.9 M) NORTH OF WIT POST.
 DF6755'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6756 ***********************************************************************
 DF6756  DESIGNATION -  035 31
 DF6756  PID         -  DF6756
 DF6756  STATE/COUNTY-  MN/HUBBARD
 DF6756  COUNTRY     -  US
 DF6756  USGS QUAD   -  PARK RAPIDS NW (1969)
 DF6756
 DF6756                         *CURRENT SURVEY CONTROL
 DF6756  ______________________________________________________________________
 DF6756* NAD 83(2007) POSITION- 46 53 32.12803(N) 095 09 44.16270(W)   ADJUSTED  
 DF6756* NAD 83(2007) ELLIP HT-   419.121 (meters)        (02/10/07)   ADJUSTED
 DF6756* NAD 83(2007) EPOCH   -  2002.00
 DF6756* NAVD 88 ORTHO HEIGHT -   446.3    (meters)    1464.    (feet) GPS OBS   
 DF6756  ______________________________________________________________________
 DF6756  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6756  GEOID HEIGHT    -        -27.14  (meters)                     GEOID99
 DF6756  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DF6756  NAD 83(2007) X  -   -392,903.685 (meters)                     COMP
 DF6756  NAD 83(2007) Y  - -4,349,014.347 (meters)                     COMP
 DF6756  NAD 83(2007) Z  -  4,633,893.787 (meters)                     COMP
 DF6756  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC09
 DF6756
 DF6756  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6756  Type                                         Horiz  Ellip  Dist(km)
 DF6756  -------------------------------------------------------------------
 DF6756  NETWORK                                       0.73   0.49
 DF6756  -------------------------------------------------------------------
 DF6756  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.79   0.49      9.22
 DF6756  -------------------------------------------------------------------
 DF6756  NOTE: Click here for information on individual local accuracy
 DF6756  values and other accuracy information.
 DF6756
 DF6756
 DF6756.The horizontal coordinates were established by GPS observations
 DF6756.and adjusted by the National Geodetic Survey in February 2007.
 DF6756
 DF6756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6756.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6756
 DF6756.The horizontal coordinates are valid at the epoch date displayed above
 DF6756.which is a decimal equivalence of Year/Month/Day.
 DF6756
 DF6756.The orthometric height was determined by GPS observations and a
 DF6756.high-resolution geoid model.
 DF6756
 DF6756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6756
 DF6756.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6756
 DF6756.The ellipsoidal height was determined by GPS observations
 DF6756.and is referenced to NAD 83.
 DF6756
 DF6756. The following values were computed from the NAD 83(2007) position.
 DF6756
 DF6756;                    North         East     Units Scale Factor Converg.
 DF6756;SPC MN C     -   310,723.185   730,480.906   MT  0.99996934   -0 39 35.7
 DF6756;SPC MN C     - 1,019,430.98  2,396,586.11   sFT  0.99996934   -0 39 35.7
 DF6756;UTM  15      - 5,195,460.853   335,284.741   MT  0.99993347   -1 34 44.3
 DF6756
 DF6756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6756!SPC MN C     -   0.99993431  x   0.99996934  =   0.99990365
 DF6756!UTM  15      -   0.99993431  x   0.99993347  =   0.99986778
 DF6756
 DF6756                          SUPERSEDED SURVEY CONTROL
 DF6756
 DF6756  NAD 83(1996)-  46 53 32.12763(N)    095 09 44.16271(W) AD(       ) 1
 DF6756  ELLIP H (08/04/03)  419.143  (m)                       GP(       ) 3 2
 DF6756
 DF6756.Superseded values are not recommended for survey control.
 DF6756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6756.See file dsdata.txt to determine how the superseded data were derived.
 DF6756
 DF6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3528495460(NAD 83)
 DF6756
 DF6756_MARKER: DD = SURVEY DISK
 DF6756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6756_STAMPING: 035-31 2001
 DF6756_MARK LOGO: MN-057
 DF6756_PROJECTION: RECESSED 5 CENTIMETERS
 DF6756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6756+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6756_ROD/PIPE-DEPTH: 18.9 meters
 DF6756
 DF6756  HISTORY     - Date     Condition        Report By
 DF6756  HISTORY     - 2001     MONUMENTED       MN-057
 DF6756
 DF6756                          STATION DESCRIPTION
 DF6756
 DF6756'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001
 DF6756'4.5 MILES (7.2 KM) WSW OF PARK RAPIDS, 1.95 MI (3.14 KM) SOUTH OF JCT
 DF6756'OF TH 34 AND CO RD 117, 375
 DF6756'FT (114.3 M) NORTH OF 160TH ST, 43 FT (13.1 M) EAST OF CO RD 117, 3 FT
 DF6756'(0.9 M) WEST OF WIT POST.
 DF6756'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6757 ***********************************************************************
 DF6757  DESIGNATION -  035 6
 DF6757  PID         -  DF6757
 DF6757  STATE/COUNTY-  MN/HUBBARD
 DF6757  COUNTRY     -  US
 DF6757  USGS QUAD   -  PARK RAPIDS NW (1969)
 DF6757
 DF6757                         *CURRENT SURVEY CONTROL
 DF6757  ______________________________________________________________________
 DF6757* NAD 83(2007) POSITION- 46 57 52.36331(N) 095 08 55.79522(W)   ADJUSTED  
 DF6757* NAD 83(2007) ELLIP HT-   424.434 (meters)        (02/10/07)   ADJUSTED
 DF6757* NAD 83(2007) EPOCH   -  2002.00
 DF6757* NAVD 88 ORTHO HEIGHT -   451.6    (meters)    1482.    (feet) GPS OBS   
 DF6757  ______________________________________________________________________
 DF6757  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6757  GEOID HEIGHT    -        -27.20  (meters)                     GEOID99
 DF6757  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF6757  NAD 83(2007) X  -   -391,357.324 (meters)                     COMP
 DF6757  NAD 83(2007) Y  - -4,343,262.846 (meters)                     COMP
 DF6757  NAD 83(2007) Z  -  4,639,386.026 (meters)                     COMP
 DF6757  LAPLACE CORR    -         -4.70  (seconds)                    DEFLEC09
 DF6757
 DF6757  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6757  Type                                         Horiz  Ellip  Dist(km)
 DF6757  -------------------------------------------------------------------
 DF6757  NETWORK                                       0.71   0.47
 DF6757  -------------------------------------------------------------------
 DF6757  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.75   0.44     11.35
 DF6757  -------------------------------------------------------------------
 DF6757  NOTE: Click here for information on individual local accuracy
 DF6757  values and other accuracy information.
 DF6757
 DF6757
 DF6757.The horizontal coordinates were established by GPS observations
 DF6757.and adjusted by the National Geodetic Survey in February 2007.
 DF6757
 DF6757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6757.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6757
 DF6757.The horizontal coordinates are valid at the epoch date displayed above
 DF6757.which is a decimal equivalence of Year/Month/Day.
 DF6757
 DF6757.The orthometric height was determined by GPS observations and a
 DF6757.high-resolution geoid model.
 DF6757
 DF6757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6757
 DF6757.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6757
 DF6757.The ellipsoidal height was determined by GPS observations
 DF6757.and is referenced to NAD 83.
 DF6757
 DF6757. The following values were computed from the NAD 83(2007) position.
 DF6757
 DF6757;                    North         East     Units Scale Factor Converg.
 DF6757;SPC MN C     -   318,746.937   731,595.895   MT  0.99998244   -0 39 00.7
 DF6757;SPC MN C     - 1,045,755.58  2,400,244.20   sFT  0.99998244   -0 39 00.7
 DF6757;UTM  15      - 5,203,465.311   336,528.351   MT  0.99992845   -1 34 15.6
 DF6757
 DF6757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6757!SPC MN C     -   0.99993347  x   0.99998244  =   0.99991592
 DF6757!UTM  15      -   0.99993347  x   0.99992845  =   0.99986193
 DF6757
 DF6757                          SUPERSEDED SURVEY CONTROL
 DF6757
 DF6757  NAD 83(1996)-  46 57 52.36307(N)    095 08 55.79510(W) AD(       ) 1
 DF6757  ELLIP H (08/04/03)  424.454  (m)                       GP(       ) 3 2
 DF6757
 DF6757.Superseded values are not recommended for survey control.
 DF6757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6757.See file dsdata.txt to determine how the superseded data were derived.
 DF6757
 DF6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3652803465(NAD 83)
 DF6757
 DF6757_MARKER: DD = SURVEY DISK
 DF6757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6757_STAMPING: 035-6 2001
 DF6757_MARK LOGO: MN-057
 DF6757_PROJECTION: RECESSED 5 CENTIMETERS
 DF6757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6757+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6757_ROD/PIPE-DEPTH: 19.8 meters
 DF6757
 DF6757  HISTORY     - Date     Condition        Report By
 DF6757  HISTORY     - 2001     MONUMENTED       MN-057
 DF6757
 DF6757                          STATION DESCRIPTION
 DF6757
 DF6757'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6757'5 MILES (8.0 KM) NW OF PARK RAPIDS, 3.15 MILES (5.07 KM) WEST OF JCT
 DF6757'OF TH 71 AND CO RD 48, 51 FT
 DF6757'(15.5 M) NORTH OF CO RD 48, 129.3 FT (39.4 M) WEST OF P-POLE, 124.5
 DF6757'EAST OF P-POLE, 40 FT (12.2 M)
 DF6757'WEST OF ENTRANCE, 3 FT (0.9 M) WEST OF WIT POST.
 DF6757'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9775 ***********************************************************************
 DE9775  DESIGNATION -  0401 B
 DE9775  PID         -  DE9775
 DE9775  STATE/COUNTY-  MN/BELTRAMI
 DE9775  COUNTRY     -  US
 DE9775  USGS QUAD   -  GOOD LAKE (1972)
 DE9775
 DE9775                         *CURRENT SURVEY CONTROL
 DE9775  ______________________________________________________________________
 DE9775* NAD 83(2007) POSITION- 48 07 19.10937(N) 095 33 13.33902(W)   ADJUSTED  
 DE9775* NAD 83(2007) ELLIP HT-   335.477 (meters)        (02/10/07)   ADJUSTED
 DE9775* NAD 83(2007) EPOCH   -  2002.00
 DE9775* NAVD 88 ORTHO HEIGHT -   362.922  (meters)    1190.69  (feet) ADJUSTED  
 DE9775  ______________________________________________________________________
 DE9775  NAD 83(2007) X  -   -412,843.846 (meters)                     COMP
 DE9775  NAD 83(2007) Y  - -4,245,828.899 (meters)                     COMP
 DE9775  NAD 83(2007) Z  -  4,726,190.507 (meters)                     COMP
 DE9775  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC09
 DE9775  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DE9775  DYNAMIC HEIGHT  -        362.995 (meters)     1190.93  (feet) COMP
 DE9775  MODELED GRAVITY -    980,801.9   (mgal)                       NAVD 88
 DE9775
 DE9775  VERT ORDER      -  SECOND    CLASS I
 DE9775
 DE9775  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9775  Type                                         Horiz  Ellip  Dist(km)
 DE9775  -------------------------------------------------------------------
 DE9775  NETWORK                                       0.83   0.59
 DE9775  -------------------------------------------------------------------
 DE9775  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.94   0.61      4.54
 DE9775  -------------------------------------------------------------------
 DE9775  NOTE: Click here for information on individual local accuracy
 DE9775  values and other accuracy information.
 DE9775
 DE9775
 DE9775.The horizontal coordinates were established by GPS observations
 DE9775.and adjusted by the National Geodetic Survey in February 2007.
 DE9775
 DE9775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9775.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9775
 DE9775.The horizontal coordinates are valid at the epoch date displayed above
 DE9775.which is a decimal equivalence of Year/Month/Day.
 DE9775
 DE9775.The orthometric height was determined by differential leveling and
 DE9775.adjusted in October 2007.
 DE9775
 DE9775.Photographs are available for this station.
 DE9775
 DE9775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9775
 DE9775.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9775
 DE9775.The ellipsoidal height was determined by GPS observations
 DE9775.and is referenced to NAD 83.
 DE9775
 DE9775.The dynamic height is computed by dividing the NAVD 88
 DE9775.geopotential number by the normal gravity value computed on the
 DE9775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9775.degrees latitude (g = 980.6199 gals.).
 DE9775
 DE9775.The modeled gravity was interpolated from observed gravity values.
 DE9775
 DE9775. The following values were computed from the NAD 83(2007) position.
 DE9775
 DE9775;                    North         East     Units Scale Factor Converg.
 DE9775;SPC MN N     -   283,220.909   617,369.567   MT  0.99991531   -1 49 07.4
 DE9775;SPC MN N     -   929,200.60  2,025,486.65   sFT  0.99991531   -1 49 07.4
 DE9775;UTM  15      - 5,333,011.649   309,961.323   MT  1.00004377   -1 54 07.1
 DE9775
 DE9775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9775!SPC MN N     -   0.99994742  x   0.99991531  =   0.99986274
 DE9775!UTM  15      -   0.99994742  x   1.00004377  =   0.99999119
 DE9775
 DE9775                          SUPERSEDED SURVEY CONTROL
 DE9775
 DE9775  ELLIP H (03/06/08)  335.554  (m)                       GP(       ) 3 1
 DE9775  NAD 83(1996)-  48 07 19.10933(N)    095 33 13.33899(W) AD(       ) 1
 DE9775  ELLIP H (01/24/03)  335.477  (m)                       GP(       ) 4 1
 DE9775  NAVD 88 (03/06/08)  363.0    (m)  GEOID03 model used   GPS OBS        
 DE9775  NAVD 88 (04/16/04)  362.932  (m)         1190.72   (f) SUPERSEDED  2 1
 DE9775  NAVD 88 (01/24/03)  362.92   (m)         1190.7    (f) LEVELING    3  
 DE9775
 DE9775.Superseded values are not recommended for survey control.
 DE9775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9775.See file dsdata.txt to determine how the superseded data were derived.
 DE9775
 DE9775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0996133011(NAD 83)
 DE9775
 DE9775_MARKER: DB = BENCH MARK DISK
 DE9775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9775_STAMPING: 0401 B
 DE9775_MARK LOGO: MNHD  
 DE9775_PROJECTION: PROJECTING 25 CENTIMETERS
 DE9775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9775+STABILITY: SURFACE MOTION
 DE9775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9775+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 DE9775
 DE9775  HISTORY     - Date     Condition        Report By
 DE9775  HISTORY     - 1972     MONUMENTED       MNHD
 DE9775  HISTORY     - 20010807 GOOD             MNDT
 DE9775  HISTORY     - 20010907 GOOD             MNDT
 DE9775  HISTORY     - 20011023 GOOD             MNDT
 DE9775  HISTORY     - 20070108 GOOD             MNDT
 DE9775
 DE9775                          STATION DESCRIPTION
 DE9775
 DE9775'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9775'THE MARK WAS RECOVERED 29 MI (46.7 KM) EAST OF THIEF RIVER FALLS,
 DE9775'11.85 MI (19.07 KM) EAST ALONG TH 1 FROM JCT OF TH 219 (1 MI SOUTH OF
 DE9775'GOODRIDGE) , AT TH 1 MP 75.2, 850 FT (259.1 M) WEST OF SECTION CORNER,
 DE9775'75 FT (22.9 M) SOUTH OF TH 1, 38 FT (11.6 M) EAST OF DRIVEWAY, 8.2 FT
 DE9775'(2.5 M) ENE OF CABLE MARKER E39, 0.4 FT (12.2 CM) NORTH OF WIT POST.
 DE9775
 DE9775                          STATION RECOVERY (2001)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9775'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 12.0 MI (19.3
 DE9775'KM) EAST OF GOODRIDGE, 11.85 MI (19.07 KM) EAST ALONG TH 1 FROM JCT OF
 DE9775'TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT TH 1 MP 75.2, 850 FT
 DE9775'(259.1 M) WEST OF SEC COR, 75 FT (22.9 M) SOUTH OF TH 1, 38 FT (11.6
 DE9775'M) EAST OF DRIVEWAY, 8.2 FT (2.5 M) ENE OF CABLE MARKER NO E 39, 0.4
 DE9775'FT (12.2 CM) NORTH OF WIT POST, PROJECTS 6 INCHES, MAGNETIC, AND
 DE9775'SUITABLE FOR GPS. NOTE--NO YEAR STAMPED ON DISK.
 DE9775
 DE9775                          STATION RECOVERY (2001)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9775'MARK WAS RECOVERED IN GOOD CONDITION.  29 MI (46.7 KM) EAST OF THIEF
 DE9775'RIVER FALLS, 11.85 MI (19.07 K M) EAST ALONG TH 1 FROM JCT OF TH 219
 DE9775'(1 MI SOUTH OF GOODRIDGE) , AT TH 1 MP 75.2, 850 FT (259.1 M) WEST OF
 DE9775'SECTION CORNER, 75 FT (22.9 M) SOUTH OF TH 1, 38 FT (11.6 M) EAST OF
 DE9775'DRIVEWAY, 8.2 FT (2.5 M) ENE OF CABLE MARKER E39, 0.4 FT (12.2 CM)
 DE9775'NORTH OF WITNESS POST. NOTE--YEAR DISK WAS SET IS UNKNOWN, ALTHOUGH
 DE9775'NGS DATABASE HAS 1972.
 DE9775
 DE9775                          STATION RECOVERY (2007)
 DE9775
 DE9775'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DE9775'29.0 MILES EAST OF THIEF RIVER FALLS, 11.85 MILES EAST ALONG TRUNK
 DE9775'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 219 (1
 DE9775'MILES SOUTH OF GOODRIDGE), AT TRUNK HIGHWAY 1 MILEPOINT 75.2, 850 FEET
 DE9775'WEST OF SECTION CORNER, 75 FEET SOUTH OF TRUNK HIGHWAY 1, 38 FEET EAST
 DE9775'OF DRIVEWAY, 8.2 FEET EAST-NORTHEAST OF CABLE MARKER NUMBER E 39, 0.4
 DE9775'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7369 ***********************************************************************
 DF7369  DESIGNATION -  0401 C
 DF7369  PID         -  DF7369
 DF7369  STATE/COUNTY-  MN/BELTRAMI
 DF7369  COUNTRY     -  US
 DF7369  USGS QUAD   -  GOOD LAKE (1972)
 DF7369
 DF7369                         *CURRENT SURVEY CONTROL
 DF7369  ______________________________________________________________________
 DF7369* NAD 83(1986) POSITION- 48 07 19.7    (N) 095 31 05.7    (W)   HD_HELD2  
 DF7369* NAVD 88 ORTHO HEIGHT -   363.796  (meters)    1193.55  (feet) ADJUSTED  
 DF7369  ______________________________________________________________________
 DF7369  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DF7369  DYNAMIC HEIGHT  -        363.869 (meters)     1193.79  (feet) COMP
 DF7369  MODELED GRAVITY -    980,799.7   (mgal)                       NAVD 88
 DF7369
 DF7369  VERT ORDER      -  SECOND    CLASS I
 DF7369
 DF7369.The horizontal coordinates were established by autonomous hand held GPS
 DF7369.observations and have an estimated accuracy of +/- 10 meters.
 DF7369.
 DF7369.The orthometric height was determined by differential leveling and
 DF7369.adjusted in October 2007.
 DF7369
 DF7369.Photographs are available for this station.
 DF7369
 DF7369.The dynamic height is computed by dividing the NAVD 88
 DF7369.geopotential number by the normal gravity value computed on the
 DF7369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7369.degrees latitude (g = 980.6199 gals.).
 DF7369
 DF7369.The modeled gravity was interpolated from observed gravity values.
 DF7369
 DF7369;                    North         East    Units  Estimated Accuracy
 DF7369;SPC MN N     -   283,156.      620,008.      MT  (+/- 10 meters HH2 GPS)
 DF7369
 DF7369                          SUPERSEDED SURVEY CONTROL
 DF7369
 DF7369  NAVD 88 (04/16/04)  363.808  (m)         1193.59   (f) SUPERSEDED  2 1
 DF7369
 DF7369.Superseded values are not recommended for survey control.
 DF7369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7369.See file dsdata.txt to determine how the superseded data were derived.
 DF7369
 DF7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1260032942(NAD 83)
 DF7369
 DF7369_MARKER: DB = BENCH MARK DISK
 DF7369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF7369_SP_SET: BRIDGE WINGWALL
 DF7369_STAMPING: 0401 C 2001
 DF7369_MARK LOGO: MNHD  
 DF7369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7369+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2001
 DF7369
 DF7369  HISTORY     - Date     Condition        Report By
 DF7369  HISTORY     - 1962     MONUMENTED       MNHD
 DF7369  HISTORY     - 20010807 GOOD             MNDT
 DF7369
 DF7369                          STATION DESCRIPTION
 DF7369
 DF7369'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7369'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 30.5 MI (49.1
 DF7369'KM) EAST OF THIEF RIVER FALLS, 12.5 MI (20.1 KM) WEST OF NORTH JCT OF
 DF7369'TH 1 AND TH 89, 20 FT (6.1 M) SOUTH OF TH 1, AT TH 1 MP 76.80, IN SE
 DF7369'WINGWALL OF TH 1 BRDG 04001 OVER OVERFLOW CHANNEL, NOT SUITABLE FOR
 DF7369'GPS.  DISK SET IN BRDG WHEN BUILT IN 1962 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9776 ***********************************************************************
 DE9776  DESIGNATION -  0401 E
 DE9776  PID         -  DE9776
 DE9776  STATE/COUNTY-  MN/BELTRAMI
 DE9776  COUNTRY     -  US
 DE9776  USGS QUAD   -  GOOD LAKE (1972)
 DE9776
 DE9776                         *CURRENT SURVEY CONTROL
 DE9776  ______________________________________________________________________
 DE9776* NAD 83(2007) POSITION- 48 07 20.82776(N) 095 34 16.54383(W)   ADJUSTED  
 DE9776* NAD 83(2007) ELLIP HT-   333.636 (meters)        (02/10/07)   ADJUSTED
 DE9776* NAD 83(2007) EPOCH   -  2002.00
 DE9776* NAVD 88 ORTHO HEIGHT -   361.049  (meters)    1184.54  (feet) ADJUSTED  
 DE9776  ______________________________________________________________________
 DE9776  NAD 83(2007) X  -   -414,140.901 (meters)                     COMP
 DE9776  NAD 83(2007) Y  - -4,245,661.637 (meters)                     COMP
 DE9776  NAD 83(2007) Z  -  4,726,224.569 (meters)                     COMP
 DE9776  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC09
 DE9776  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DE9776  DYNAMIC HEIGHT  -        361.123 (meters)     1184.78  (feet) COMP
 DE9776  MODELED GRAVITY -    980,803.3   (mgal)                       NAVD 88
 DE9776
 DE9776  VERT ORDER      -  SECOND    CLASS I
 DE9776
 DE9776  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9776  Type                                         Horiz  Ellip  Dist(km)
 DE9776  -------------------------------------------------------------------
 DE9776  NETWORK                                       1.05   0.73
 DE9776  -------------------------------------------------------------------
 DE9776  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.11   0.73      3.19
 DE9776  -------------------------------------------------------------------
 DE9776  NOTE: Click here for information on individual local accuracy
 DE9776  values and other accuracy information.
 DE9776
 DE9776
 DE9776.The horizontal coordinates were established by GPS observations
 DE9776.and adjusted by the National Geodetic Survey in February 2007.
 DE9776
 DE9776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9776.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9776
 DE9776.The horizontal coordinates are valid at the epoch date displayed above
 DE9776.which is a decimal equivalence of Year/Month/Day.
 DE9776
 DE9776.The orthometric height was determined by differential leveling and
 DE9776.adjusted in October 2007.
 DE9776
 DE9776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9776
 DE9776.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9776
 DE9776.The ellipsoidal height was determined by GPS observations
 DE9776.and is referenced to NAD 83.
 DE9776
 DE9776.The dynamic height is computed by dividing the NAVD 88
 DE9776.geopotential number by the normal gravity value computed on the
 DE9776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9776.degrees latitude (g = 980.6199 gals.).
 DE9776
 DE9776.The modeled gravity was interpolated from observed gravity values.
 DE9776
 DE9776. The following values were computed from the NAD 83(2007) position.
 DE9776
 DE9776;                    North         East     Units Scale Factor Converg.
 DE9776;SPC MN N     -   283,315.583   616,064.940   MT  0.99991535   -1 49 54.3
 DE9776;SPC MN N     -   929,511.21  2,021,206.39   sFT  0.99991535   -1 49 54.3
 DE9776;UTM  15      - 5,333,108.231   308,656.663   MT  1.00004988   -1 54 54.3
 DE9776
 DE9776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9776!SPC MN N     -   0.99994771  x   0.99991535  =   0.99986307
 DE9776!UTM  15      -   0.99994771  x   1.00004988  =   0.99999759
 DE9776
 DE9776                          SUPERSEDED SURVEY CONTROL
 DE9776
 DE9776  NAD 83(1996)-  48 07 20.82772(N)    095 34 16.54378(W) AD(       ) 1
 DE9776  ELLIP H (01/24/03)  333.636  (m)                       GP(       ) 4 1
 DE9776  NAVD 88 (04/16/04)  361.059  (m)         1184.57   (f) SUPERSEDED  2 1
 DE9776  NAVD 88 (01/24/03)  361.05   (m)         1184.5    (f) LEVELING    3  
 DE9776
 DE9776.Superseded values are not recommended for survey control.
 DE9776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9776.See file dsdata.txt to determine how the superseded data were derived.
 DE9776
 DE9776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0865633108(NAD 83)
 DE9776
 DE9776_MARKER: DD = SURVEY DISK
 DE9776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9776_STAMPING: 0401 E 2001
 DE9776_MARK LOGO: MNDT  
 DE9776_PROJECTION: FLUSH
 DE9776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9776+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DE9776_ROD/PIPE-DEPTH:  4.3 meters
 DE9776
 DE9776  HISTORY     - Date     Condition        Report By
 DE9776  HISTORY     - 2001     MONUMENTED       MNDT
 DE9776  HISTORY     - 20010907 GOOD             MNDT
 DE9776  HISTORY     - 20011023 GOOD             MNDT
 DE9776
 DE9776                          STATION DESCRIPTION
 DE9776
 DE9776'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9776'11 MI (17.7 KM) EAST OF GOODRIDGE, 11 MI (17.7 KM) EAST OF JCT OF TH 1
 DE9776'AND TH 219, AT TH 1 MP 74.35, 104 FT (31.7 M) NORTH OF TH 1, 17.4 FT
 DE9776'(5.3 M) EAST OF ROAD, 2.8 FT (0.9 M) WEST OF WIT POST.
 DE9776
 DE9776                          STATION RECOVERY (2001)
 DE9776
 DE9776'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9776'THE MARK IS 11 MI (17.7 KM) EAST OF GOODRIDGE, 11.0 MI (17.7 KM) EAST
 DE9776'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9776'TH 1 MP 74.35, 104 FT (31.7 M) NORTH OF TH 1, 17.4 FT (5.3 M) EAST OF
 DE9776'RD, 2.8 FT (0.9 M) WEST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DE9776'GPS.
 DE9776
 DE9776                          STATION RECOVERY (2001)
 DE9776
 DE9776'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9776'THE MARK WAS RECOVERED IN GOOD CONDITION. 11 MI (17.7 KM) EAST OF
 DE9776'GOODRIDGE, 11 MI (17.7 KM) EAST OF JCT OF TH 1 AND TH 219, AT TH 1 MP
 DE9776'74.35, 104 FT (31.7 M) NORTH OF TH 1, 17.4 FT (5.3 M) EAST OF ROAD,
 DE9776'2.8 FT (0.9 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7592 ***********************************************************************
 DF7592  DESIGNATION -  0401 E 1
 DF7592  PID         -  DF7592
 DF7592  STATE/COUNTY-  MN/BELTRAMI
 DF7592  COUNTRY     -  US
 DF7592  USGS QUAD   -  ERIE NE (1973)
 DF7592
 DF7592                         *CURRENT SURVEY CONTROL
 DF7592  ______________________________________________________________________
 DF7592* NAD 83(1986) POSITION- 48 08 32.     (N) 095 34 22.     (W)   SCALED    
 DF7592* NAVD 88 ORTHO HEIGHT -   361.563  (meters)    1186.23  (feet) ADJUSTED  
 DF7592  ______________________________________________________________________
 DF7592  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DF7592  DYNAMIC HEIGHT  -        361.638 (meters)     1186.47  (feet) COMP
 DF7592  MODELED GRAVITY -    980,806.9   (mgal)                       NAVD 88
 DF7592
 DF7592  VERT ORDER      -  SECOND    CLASS I
 DF7592
 DF7592.The horizontal coordinates were scaled from a topographic map and have
 DF7592.an estimated accuracy of +/- 6 seconds.
 DF7592.
 DF7592.The orthometric height was determined by differential leveling and
 DF7592.adjusted in October 2007.
 DF7592
 DF7592.The dynamic height is computed by dividing the NAVD 88
 DF7592.geopotential number by the normal gravity value computed on the
 DF7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7592.degrees latitude (g = 980.6199 gals.).
 DF7592
 DF7592.The modeled gravity was interpolated from observed gravity values.
 DF7592
 DF7592;                    North         East    Units  Estimated Accuracy
 DF7592;SPC MN N     -   285,520.      616,020.      MT  (+/- 180 meters Scaled)
 DF7592
 DF7592                          SUPERSEDED SURVEY CONTROL
 DF7592
 DF7592  NAVD 88 (04/16/04)  361.573  (m)         1186.26   (f) SUPERSEDED  2 1
 DF7592
 DF7592.Superseded values are not recommended for survey control.
 DF7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7592.See file dsdata.txt to determine how the superseded data were derived.
 DF7592
 DF7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP086353(NAD 83)
 DF7592
 DF7592_MARKER: DD = SURVEY DISK
 DF7592_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7592_STAMPING: 0401 E1 2001
 DF7592_MARK LOGO: MNDT  
 DF7592_PROJECTION: FLUSH
 DF7592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7592+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF7592_ROD/PIPE-DEPTH:  4.6 meters
 DF7592
 DF7592  HISTORY     - Date     Condition        Report By
 DF7592  HISTORY     - 2001     MONUMENTED       MNDT
 DF7592
 DF7592                          STATION DESCRIPTION
 DF7592
 DF7592'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7592'THE MARK IS 11 MI (17.7 KM) EAST OF GOODRIDGE, 11 MI (17.7 KM) EAST
 DF7592'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE) TO TH
 DF7592'1 MP 74.35, THENCE 1.5 MI (2.4 KM) NORTH ALONG RED LAKE RES RD 24,
 DF7592'15.4 FT (4.7 M) ENE OF RED LAKE RES RD 24, 2.9 FT (0.9 M) WSW OF WIT
 DF7592'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7593 ***********************************************************************
 DF7593  DESIGNATION -  0401 E 2
 DF7593  PID         -  DF7593
 DF7593  STATE/COUNTY-  MN/BELTRAMI
 DF7593  COUNTRY     -  US
 DF7593  USGS QUAD   -  ERIE NE (1973)
 DF7593
 DF7593                         *CURRENT SURVEY CONTROL
 DF7593  ______________________________________________________________________
 DF7593* NAD 83(1986) POSITION- 48 09 45.     (N) 095 34 39.     (W)   SCALED    
 DF7593* NAVD 88 ORTHO HEIGHT -   361.101  (meters)    1184.71  (feet) ADJUSTED  
 DF7593  ______________________________________________________________________
 DF7593  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DF7593  DYNAMIC HEIGHT  -        361.176 (meters)     1184.96  (feet) COMP
 DF7593  MODELED GRAVITY -    980,810.5   (mgal)                       NAVD 88
 DF7593
 DF7593  VERT ORDER      -  SECOND    CLASS I
 DF7593
 DF7593.The horizontal coordinates were scaled from a topographic map and have
 DF7593.an estimated accuracy of +/- 6 seconds.
 DF7593.
 DF7593.The orthometric height was determined by differential leveling and
 DF7593.adjusted in October 2007.
 DF7593
 DF7593.The dynamic height is computed by dividing the NAVD 88
 DF7593.geopotential number by the normal gravity value computed on the
 DF7593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7593.degrees latitude (g = 980.6199 gals.).
 DF7593
 DF7593.The modeled gravity was interpolated from observed gravity values.
 DF7593
 DF7593;                    North         East    Units  Estimated Accuracy
 DF7593;SPC MN N     -   287,780.      615,740.      MT  (+/- 180 meters Scaled)
 DF7593
 DF7593                          SUPERSEDED SURVEY CONTROL
 DF7593
 DF7593  NAVD 88 (04/16/04)  361.110  (m)         1184.74   (f) SUPERSEDED  2 1
 DF7593
 DF7593.Superseded values are not recommended for survey control.
 DF7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7593.See file dsdata.txt to determine how the superseded data were derived.
 DF7593
 DF7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP083375(NAD 83)
 DF7593
 DF7593_MARKER: DD = SURVEY DISK
 DF7593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7593_STAMPING: 0401 E2 2001
 DF7593_MARK LOGO: MNDT  
 DF7593_PROJECTION: FLUSH
 DF7593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7593+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF7593_ROD/PIPE-DEPTH:  4.3 meters
 DF7593
 DF7593  HISTORY     - Date     Condition        Report By
 DF7593  HISTORY     - 2001     MONUMENTED       MNDT
 DF7593
 DF7593                          STATION DESCRIPTION
 DF7593
 DF7593'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7593'THE MARK IS 11 MI (17.7 KM) EAST OF GOODRIDGE, 11 MI (17.7 KM) EAST
 DF7593'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE) TO TH
 DF7593'1 MP 74.35, THENCE 2.9 MI (4.7 KM) NORTH ALONG RED LAKE RES RD 24,
 DF7593'12.9 FT (3.9 M) WEST OF RED LAKE RES RD 24, 1.3 FT (0.4 M) EAST OF WIT
 DF7593'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7595 ***********************************************************************
 DF7595  DESIGNATION -  0401 E 3
 DF7595  PID         -  DF7595
 DF7595  STATE/COUNTY-  MN/BELTRAMI
 DF7595  COUNTRY     -  US
 DF7595  USGS QUAD   -  ERIE NE (1973)
 DF7595
 DF7595                         *CURRENT SURVEY CONTROL
 DF7595  ______________________________________________________________________
 DF7595* NAD 83(1986) POSITION- 48 10 46.     (N) 095 32 59.     (W)   SCALED    
 DF7595* NAVD 88 ORTHO HEIGHT -   362.060  (meters)    1187.86  (feet) ADJUSTED  
 DF7595  ______________________________________________________________________
 DF7595  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DF7595  DYNAMIC HEIGHT  -        362.136 (meters)     1188.11  (feet) COMP
 DF7595  MODELED GRAVITY -    980,810.5   (mgal)                       NAVD 88
 DF7595
 DF7595  VERT ORDER      -  SECOND    CLASS I
 DF7595
 DF7595.The horizontal coordinates were scaled from a topographic map and have
 DF7595.an estimated accuracy of +/- 6 seconds.
 DF7595.
 DF7595.The orthometric height was determined by differential leveling and
 DF7595.adjusted in October 2007.
 DF7595
 DF7595.The dynamic height is computed by dividing the NAVD 88
 DF7595.geopotential number by the normal gravity value computed on the
 DF7595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7595.degrees latitude (g = 980.6199 gals.).
 DF7595
 DF7595.The modeled gravity was interpolated from observed gravity values.
 DF7595
 DF7595;                    North         East    Units  Estimated Accuracy
 DF7595;SPC MN N     -   289,600.      617,870.      MT  (+/- 180 meters Scaled)
 DF7595
 DF7595                          SUPERSEDED SURVEY CONTROL
 DF7595
 DF7595  NAVD 88 (04/16/04)  362.070  (m)         1187.89   (f) SUPERSEDED  2 1
 DF7595
 DF7595.Superseded values are not recommended for survey control.
 DF7595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7595.See file dsdata.txt to determine how the superseded data were derived.
 DF7595
 DF7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP104393(NAD 83)
 DF7595
 DF7595_MARKER: DD = SURVEY DISK
 DF7595_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7595_STAMPING: 0401 E 3 2001
 DF7595_MARK LOGO: MNDT  
 DF7595_PROJECTION: FLUSH
 DF7595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7595+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF7595_ROD/PIPE-DEPTH:  3.7 meters
 DF7595
 DF7595  HISTORY     - Date     Condition        Report By
 DF7595  HISTORY     - 2001     MONUMENTED       MNDT
 DF7595
 DF7595                          STATION DESCRIPTION
 DF7595
 DF7595'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7595'THE MARK IS 12 MI (19.3 KM) NE OF GOODRIDGE, 11 MI (17.7 KM) EAST
 DF7595'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE) TO TH
 DF7595'1 MP 74.3, THENCE 5.5 MI (8.9 KM) NORTH ALONG RED LAKE RES RD 24, 15.5
 DF7595'FT (4.7 M) WEST OF RED LAKE RES RD 24, 2.2 FT (0.7 M) EAST OF WIT
 DF7595'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3898 ***********************************************************************
 DK3898  DESIGNATION -  0401 E RESET
 DK3898  PID         -  DK3898
 DK3898  STATE/COUNTY-  MN/BELTRAMI
 DK3898  COUNTRY     -  US
 DK3898  USGS QUAD   -  GOOD LAKE (1972)
 DK3898
 DK3898                         *CURRENT SURVEY CONTROL
 DK3898  ______________________________________________________________________
 DK3898* NAD 83(2007) POSITION- 48 07 20.82786(N) 095 34 16.54407(W)   ADJUSTED  
 DK3898* NAD 83(2007) ELLIP HT-   333.607 (meters)        (02/07/08)   ADJUSTED
 DK3898* NAD 83(2007) EPOCH   -  2002.00
 DK3898* NAVD 88 ORTHO HEIGHT -   361.0    (meters)    1184.    (feet) GPS OBS   
 DK3898  ______________________________________________________________________
 DK3898  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK3898  GEOID HEIGHT    -        -27.41  (meters)                     GEOID03
 DK3898  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DK3898  NAD 83(2007) X  -   -414,140.904 (meters)                     COMP
 DK3898  NAD 83(2007) Y  - -4,245,661.615 (meters)                     COMP
 DK3898  NAD 83(2007) Z  -  4,726,224.549 (meters)                     COMP
 DK3898  LAPLACE CORR    -         -4.90  (seconds)                    DEFLEC09
 DK3898  HORZ ORDER      -  FIRST
 DK3898  ELLP ORDER      -  THIRD     CLASS I
 DK3898
 DK3898.The horizontal coordinates were established by GPS observations
 DK3898.and adjusted by the National Geodetic Survey in February 2008.
 DK3898
 DK3898.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3898.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3898
 DK3898.The horizontal coordinates are valid at the epoch date displayed above
 DK3898.which is a decimal equivalence of Year/Month/Day.
 DK3898
 DK3898.The orthometric height was determined by GPS observations and a
 DK3898.high-resolution geoid model.
 DK3898
 DK3898.Photographs are available for this station.
 DK3898
 DK3898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3898
 DK3898.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3898
 DK3898.The ellipsoidal height was determined by GPS observations
 DK3898.and is referenced to NAD 83.
 DK3898
 DK3898. The following values were computed from the NAD 83(2007) position.
 DK3898
 DK3898;                    North         East     Units Scale Factor Converg.
 DK3898;SPC MN N     -   283,315.586   616,064.935   MT  0.99991535   -1 49 54.3
 DK3898;SPC MN N     -   929,511.22  2,021,206.37   sFT  0.99991535   -1 49 54.3
 DK3898;UTM  15      - 5,333,108.234   308,656.658   MT  1.00004988   -1 54 54.3
 DK3898
 DK3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3898!SPC MN N     -   0.99994772  x   0.99991535  =   0.99986307
 DK3898!UTM  15      -   0.99994772  x   1.00004988  =   0.99999759
 DK3898
 DK3898                          SUPERSEDED SURVEY CONTROL
 DK3898
 DK3898  NAD 83(1996)-  48 07 20.82780(N)    095 34 16.54401(W) AD(       ) 1
 DK3898  ELLIP H (03/06/08)  333.638  (m)                       GP(       ) 3 1
 DK3898
 DK3898.Superseded values are not recommended for survey control.
 DK3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3898.See file dsdata.txt to determine how the superseded data were derived.
 DK3898
 DK3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0865633108(NAD 83)
 DK3898
 DK3898_MARKER: DD = SURVEY DISK
 DK3898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3898_STAMPING: 0401 E RESET 2001 2006
 DK3898_MARK LOGO: MNDT  
 DK3898_PROJECTION: FLUSH
 DK3898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3898+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DK3898_ROD/PIPE-DEPTH:  4.3 meters
 DK3898
 DK3898  HISTORY     - Date     Condition        Report By
 DK3898  HISTORY     - 2006     MONUMENTED       MNDT
 DK3898
 DK3898                          STATION DESCRIPTION
 DK3898
 DK3898'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3898'11.0 MILES EAST OF GOODRIDGE, 11.0 MILES EAST ALONG TRUNK HIGHWAY 1
 DK3898'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 219 1.0 MILE SOUTH
 DK3898'OF GOODRIDGE, AT TRUNK HIGHWAY 1 MILEPOST 74.35, 104.0 FEET NORTH OF
 DK3898'TRUNK HIGHWAY 1, 17.4 FEET EAST OF RESERVATION HIGHWAY 24, 2.8 FEET
 DK3898'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9774 ***********************************************************************
 DE9774  DESIGNATION -  0401 F
 DE9774  PID         -  DE9774
 DE9774  STATE/COUNTY-  MN/BELTRAMI
 DE9774  COUNTRY     -  US
 DE9774  USGS QUAD   -  GOOD LAKE (1972)
 DE9774
 DE9774                         *CURRENT SURVEY CONTROL
 DE9774  ______________________________________________________________________
 DE9774* NAD 83(2007) POSITION- 48 07 20.42381(N) 095 31 42.37793(W)   ADJUSTED  
 DE9774* NAD 83(2007) ELLIP HT-   335.250 (meters)        (02/10/07)   ADJUSTED
 DE9774* NAD 83(2007) EPOCH   -  2002.00
 DE9774* NAVD 88 ORTHO HEIGHT -   362.725  (meters)    1190.04  (feet) ADJUSTED  
 DE9774  ______________________________________________________________________
 DE9774  NAD 83(2007) X  -   -410,968.503 (meters)                     COMP
 DE9774  NAD 83(2007) Y  - -4,245,980.307 (meters)                     COMP
 DE9774  NAD 83(2007) Z  -  4,726,217.441 (meters)                     COMP
 DE9774  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC09
 DE9774  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DE9774  DYNAMIC HEIGHT  -        362.797 (meters)     1190.28  (feet) COMP
 DE9774  MODELED GRAVITY -    980,800.3   (mgal)                       NAVD 88
 DE9774
 DE9774  VERT ORDER      -  SECOND    CLASS I
 DE9774
 DE9774  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9774  Type                                         Horiz  Ellip  Dist(km)
 DE9774  -------------------------------------------------------------------
 DE9774  NETWORK                                       1.12   0.76
 DE9774  -------------------------------------------------------------------
 DE9774  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.05   0.67      3.19
 DE9774  -------------------------------------------------------------------
 DE9774  NOTE: Click here for information on individual local accuracy
 DE9774  values and other accuracy information.
 DE9774
 DE9774
 DE9774.The horizontal coordinates were established by GPS observations
 DE9774.and adjusted by the National Geodetic Survey in February 2007.
 DE9774
 DE9774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9774.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9774
 DE9774.The horizontal coordinates are valid at the epoch date displayed above
 DE9774.which is a decimal equivalence of Year/Month/Day.
 DE9774
 DE9774.The orthometric height was determined by differential leveling and
 DE9774.adjusted in October 2007.
 DE9774
 DE9774.Photographs are available for this station.
 DE9774
 DE9774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9774
 DE9774.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9774
 DE9774.The ellipsoidal height was determined by GPS observations
 DE9774.and is referenced to NAD 83.
 DE9774
 DE9774.The dynamic height is computed by dividing the NAVD 88
 DE9774.geopotential number by the normal gravity value computed on the
 DE9774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9774.degrees latitude (g = 980.6199 gals.).
 DE9774
 DE9774.The modeled gravity was interpolated from observed gravity values.
 DE9774
 DE9774. The following values were computed from the NAD 83(2007) position.
 DE9774
 DE9774;                    North         East     Units Scale Factor Converg.
 DE9774;SPC MN N     -   283,202.095   619,250.853   MT  0.99991534   -1 48 00.0
 DE9774;SPC MN N     -   929,138.87  2,031,658.84   sFT  0.99991534   -1 48 00.0
 DE9774;UTM  15      - 5,332,990.101   311,842.812   MT  1.00003503   -1 52 59.4
 DE9774
 DE9774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9774!SPC MN N     -   0.99994746  x   0.99991534  =   0.99986280
 DE9774!UTM  15      -   0.99994746  x   1.00003503  =   0.99998249
 DE9774
 DE9774                          SUPERSEDED SURVEY CONTROL
 DE9774
 DE9774  NAD 83(1996)-  48 07 20.42380(N)    095 31 42.37784(W) AD(       ) 1
 DE9774  ELLIP H (01/24/03)  335.251  (m)                       GP(       ) 4 1
 DE9774  NAVD 88 (04/16/04)  362.736  (m)         1190.08   (f) SUPERSEDED  2 1
 DE9774  NAVD 88 (01/24/03)  362.72   (m)         1190.0    (f) LEVELING    3  
 DE9774
 DE9774.Superseded values are not recommended for survey control.
 DE9774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9774.See file dsdata.txt to determine how the superseded data were derived.
 DE9774
 DE9774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1184232990(NAD 83)
 DE9774
 DE9774_MARKER: DD = SURVEY DISK
 DE9774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9774_STAMPING: 0401 F 2001
 DE9774_MARK LOGO: MNDT  
 DE9774_PROJECTION: FLUSH
 DE9774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9774+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2008
 DE9774_ROD/PIPE-DEPTH:  5.8 meters
 DE9774
 DE9774  HISTORY     - Date     Condition        Report By
 DE9774  HISTORY     - 2001     MONUMENTED       MNDT
 DE9774  HISTORY     - 20010907 GOOD             MNDT
 DE9774  HISTORY     - 20070731 GOOD             MNDT
 DE9774  HISTORY     - 20080116 GOOD             MNDT
 DE9774
 DE9774                          STATION DESCRIPTION
 DE9774
 DE9774'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9774'13 MI (20.9 KM) EAST OF GOODRIDGE, 13 MI (20.9 KM) EAST ALONG TH 1
 DE9774'FROM JCT OF TH 219, AT TH 1 MP 76.35, 54 FT (16.5 M) NORTH OF TH 1,
 DE9774'18.5 FT (5.6 M) WEST OF RD, 1 FT (0.3 M) SOUTH OF WIT POST.
 DE9774
 DE9774                          STATION RECOVERY (2001)
 DE9774
 DE9774'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9774'THE MARK IS 13 MI (20.9 KM) EAST OF GOODRIDGE, 13.0 MI (20.9 KM) EAST
 DE9774'ALONG TH 1 FROM JCT OF TH 1 AND TH 219 (1 MI SOUTH OF GOODRIDGE), AT
 DE9774'TH 1 MP 76.35, 54 FT (16.5 M) NORTH OF TH 1, 18.5 FT (5.6 M) WEST OF
 DE9774'RD, 1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DE9774'GPS.
 DE9774
 DE9774                          STATION RECOVERY (2007)
 DE9774
 DE9774'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DE9774'THE MARK IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH-SOUTHEAST OF GRYGLA,
 DE9774'11.7 MI (18.8 KM) SOUTH-SOUTHWEST OF CARMEL AND 10.0 MI (16.1 KM)
 DE9774'SOUTHWEST OF JELLE.
 DE9774' 
 DE9774'TO REACH TO THE MARK GO 13 MI (20.9 KM) EAST ALONG TRUNK HIGHWAY 1
 DE9774'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 219 AT TRUNK
 DE9774'HIGHWAY 1 MILE POINT 76.35, 54 FT (16.5 M) NORTH OF TRUNK HIGHWAY 1,
 DE9774'18.5 FT (5.6 M) WEST OF ROAD, 1 FT (0.3 M) SOUTH OF A WITNESS POST.
 DE9774
 DE9774                          STATION RECOVERY (2008)
 DE9774
 DE9774'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DE9774'13 MILES EAST OF GOODRIDGE, 13 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9774'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 219 (1 MILES SOUTH OF
 DE9774'GOODRIDGE), AT TRUNK HIGHWAY 1 MILEPOINT 76.35, 54 FEET NORTH OF TRUNK
 DE9774'HIGHWAY 1, 18.5 FEET WEST OF ROAD, 1 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4144 ***********************************************************************
 DK4144  DESIGNATION -  0401 G RESET
 DK4144  PID         -  DK4144
 DK4144  STATE/COUNTY-  MN/BELTRAMI
 DK4144  COUNTRY     -  US
 DK4144  USGS QUAD   -  CAHILL LAKE (1973)
 DK4144
 DK4144                         *CURRENT SURVEY CONTROL
 DK4144  ______________________________________________________________________
 DK4144* NAD 83(2007) POSITION- 48 07 19.96954(N) 095 29 33.68164(W)   ADJUSTED  
 DK4144* NAD 83(2007) ELLIP HT-   335.402 (meters)        (02/03/09)   ADJUSTED
 DK4144* NAD 83(2007) EPOCH   -  2002.00
 DK4144* NAVD 88 ORTHO HEIGHT -   362.9    (meters)    1191.    (feet) GPS OBS   
 DK4144  ______________________________________________________________________
 DK4144  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4144  GEOID HEIGHT    -        -27.54  (meters)                     GEOID03
 DK4144  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DK4144  NAD 83(2007) X  -   -408,320.208 (meters)                     COMP
 DK4144  NAD 83(2007) Y  - -4,246,246.399 (meters)                     COMP
 DK4144  NAD 83(2007) Z  -  4,726,208.188 (meters)                     COMP
 DK4144  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC09
 DK4144  HORZ ORDER      -  FIRST
 DK4144  ELLP ORDER      -  SECOND    CLASS I
 DK4144
 DK4144.The horizontal coordinates were established by GPS observations
 DK4144.and adjusted by the National Geodetic Survey in February 2009.
 DK4144
 DK4144.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4144.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4144
 DK4144.The horizontal coordinates are valid at the epoch date displayed above
 DK4144.which is a decimal equivalence of Year/Month/Day.
 DK4144
 DK4144.The orthometric height was determined by GPS observations and a
 DK4144.high-resolution geoid model.
 DK4144
 DK4144.Photographs are available for this station.
 DK4144
 DK4144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4144
 DK4144.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4144
 DK4144.The ellipsoidal height was determined by GPS observations
 DK4144.and is referenced to NAD 83.
 DK4144
 DK4144. The following values were computed from the NAD 83(2007) position.
 DK4144
 DK4144;                    North         East     Units Scale Factor Converg.
 DK4144;SPC MN N     -   283,105.096   621,910.365   MT  0.99991533   -1 46 24.6
 DK4144;SPC MN N     -   928,820.64  2,040,384.26   sFT  0.99991533   -1 46 24.6
 DK4144;UTM  15      - 5,332,889.234   314,502.484   MT  1.00002281   -1 51 23.4
 DK4144
 DK4144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4144!SPC MN N     -   0.99994744  x   0.99991533  =   0.99986277
 DK4144!UTM  15      -   0.99994744  x   1.00002281  =   0.99997024
 DK4144
 DK4144:                Primary Azimuth Mark                     Grid Az
 DK4144:SPC MN N     -  0401 H                                   091 55 09.1
 DK4144:UTM  15      -  0401 H                                   092 00 07.9
 DK4144
 DK4144|---------------------------------------------------------------------|
 DK4144| PID    Reference Object                     Distance      Geod. Az  |
 DK4144|                                                           dddmmss.s |
 DK4144| DE9772 0401 H                              APPROX. 1.2 KM 0900844.5 |
 DK4144|---------------------------------------------------------------------|
 DK4144
 DK4144                          SUPERSEDED SURVEY CONTROL
 DK4144
 DK4144  NAD 83(1996)-  48 07 19.96953(N)    095 29 33.68158(W) AD(       ) 1
 DK4144
 DK4144.Superseded values are not recommended for survey control.
 DK4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4144.See file dsdata.txt to determine how the superseded data were derived.
 DK4144
 DK4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1450232889(NAD 83)
 DK4144
 DK4144_MARKER: DD = SURVEY DISK
 DK4144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4144_STAMPING: 0401 G 2001 2007 RESET
 DK4144_MARK LOGO: MNDT  
 DK4144_PROJECTION: RECESSED 8 CENTIMETERS
 DK4144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4144+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK4144_ROD/PIPE-DEPTH:  4.6 meters
 DK4144
 DK4144  HISTORY     - Date     Condition        Report By
 DK4144  HISTORY     - 2007     MONUMENTED       MNDT
 DK4144
 DK4144                          STATION DESCRIPTION
 DK4144
 DK4144'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK4144'13 MILES SOUTHWEST OF THORHULT, 11.35 MILES WEST ALONG TRUNK HIGHWAY 1
 DK4144'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DK4144'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 78.0, 26.9 FEET NORTH OF
 DK4144'TRUNK HIGHWAY 1, 53.7 FEET NORTH OF TRUNK HIGHWAY 1 MILEPOST 78, 1.7
 DK4144'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9772 ***********************************************************************
 DE9772  DESIGNATION -  0401 H
 DE9772  PID         -  DE9772
 DE9772  STATE/COUNTY-  MN/BELTRAMI
 DE9772  COUNTRY     -  US
 DE9772  USGS QUAD   -  CAHILL LAKE (1973)
 DE9772
 DE9772                         *CURRENT SURVEY CONTROL
 DE9772  ______________________________________________________________________
 DE9772* NAD 83(2007) POSITION- 48 07 19.86965(N) 095 28 37.26516(W)   ADJUSTED  
 DE9772* NAD 83(2007) ELLIP HT-   336.054 (meters)        (02/10/07)   ADJUSTED
 DE9772* NAD 83(2007) EPOCH   -  2002.00
 DE9772* NAVD 88 ORTHO HEIGHT -   363.612  (meters)    1192.95  (feet) ADJUSTED  
 DE9772  ______________________________________________________________________
 DE9772  NAD 83(2007) X  -   -407,159.042 (meters)                     COMP
 DE9772  NAD 83(2007) Y  - -4,246,360.642 (meters)                     COMP
 DE9772  NAD 83(2007) Z  -  4,726,206.613 (meters)                     COMP
 DE9772  LAPLACE CORR    -         -4.88  (seconds)                    DEFLEC09
 DE9772  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DE9772  DYNAMIC HEIGHT  -        363.683 (meters)     1193.18  (feet) COMP
 DE9772  MODELED GRAVITY -    980,796.5   (mgal)                       NAVD 88
 DE9772
 DE9772  VERT ORDER      -  SECOND    CLASS I
 DE9772
 DE9772  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9772  Type                                         Horiz  Ellip  Dist(km)
 DE9772  -------------------------------------------------------------------
 DE9772  NETWORK                                       0.90   0.67
 DE9772  -------------------------------------------------------------------
 DE9772  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.93   0.62      4.55
 DE9772  -------------------------------------------------------------------
 DE9772  NOTE: Click here for information on individual local accuracy
 DE9772  values and other accuracy information.
 DE9772
 DE9772
 DE9772.The horizontal coordinates were established by GPS observations
 DE9772.and adjusted by the National Geodetic Survey in February 2007.
 DE9772
 DE9772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9772.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9772
 DE9772.The horizontal coordinates are valid at the epoch date displayed above
 DE9772.which is a decimal equivalence of Year/Month/Day.
 DE9772
 DE9772.The orthometric height was determined by differential leveling and
 DE9772.adjusted in October 2007.
 DE9772
 DE9772.Photographs are available for this station.
 DE9772
 DE9772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9772
 DE9772.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9772
 DE9772.The ellipsoidal height was determined by GPS observations
 DE9772.and is referenced to NAD 83.
 DE9772
 DE9772.The dynamic height is computed by dividing the NAVD 88
 DE9772.geopotential number by the normal gravity value computed on the
 DE9772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9772.degrees latitude (g = 980.6199 gals.).
 DE9772
 DE9772.The modeled gravity was interpolated from observed gravity values.
 DE9772
 DE9772. The following values were computed from the NAD 83(2007) position.
 DE9772
 DE9772;                    North         East     Units Scale Factor Converg.
 DE9772;SPC MN N     -   283,066.025   623,076.324   MT  0.99991533   -1 45 42.8
 DE9772;SPC MN N     -   928,692.45  2,044,209.57   sFT  0.99991533   -1 45 42.8
 DE9772;UTM  15      - 5,332,848.471   315,668.507   MT  1.00001751   -1 50 41.4
 DE9772
 DE9772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9772!SPC MN N     -   0.99994733  x   0.99991533  =   0.99986267
 DE9772!UTM  15      -   0.99994733  x   1.00001751  =   0.99996484
 DE9772
 DE9772:                Primary Azimuth Mark                     Grid Az
 DE9772:SPC MN N     -  0401 G RESET                             271 55 09.3
 DE9772:UTM  15      -  0401 G RESET                             272 00 07.9
 DE9772
 DE9772|---------------------------------------------------------------------|
 DE9772| PID    Reference Object                     Distance      Geod. Az  |
 DE9772|                                                           dddmmss.s |
 DE9772| DK4144 0401 G RESET                        APPROX. 1.2 KM 2700926.5 |
 DE9772|---------------------------------------------------------------------|
 DE9772
 DE9772                          SUPERSEDED SURVEY CONTROL
 DE9772
 DE9772  NAD 83(1996)-  48 07 19.86966(N)    095 28 37.26504(W) AD(       ) 1
 DE9772  ELLIP H (01/24/03)  336.053  (m)                       GP(       ) 4 1
 DE9772  NAVD 88 (04/16/04)  363.625  (m)         1192.99   (f) SUPERSEDED  2 1
 DE9772  NAVD 88 (01/24/03)  363.61   (m)         1192.9    (f) LEVELING    3  
 DE9772
 DE9772.Superseded values are not recommended for survey control.
 DE9772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9772.See file dsdata.txt to determine how the superseded data were derived.
 DE9772
 DE9772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1566832848(NAD 83)
 DE9772
 DE9772_MARKER: DD = SURVEY DISK
 DE9772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9772_STAMPING: 0401 H 2001
 DE9772_MARK LOGO: MNDT  
 DE9772_PROJECTION: FLUSH
 DE9772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9772+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DE9772_ROD/PIPE-DEPTH:  4.6 meters
 DE9772
 DE9772  HISTORY     - Date     Condition        Report By
 DE9772  HISTORY     - 2001     MONUMENTED       MNDT
 DE9772  HISTORY     - 20010907 GOOD             MNDT
 DE9772  HISTORY     - 20080115 GOOD             MNDT
 DE9772  HISTORY     - 20080923 GOOD             MNDT
 DE9772
 DE9772                          STATION DESCRIPTION
 DE9772
 DE9772'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9772'12.5 MI (20.1 KM) SW OF THORHULT, 10.6 MI (17.1 KM) WEST ALONG TH 1
 DE9772'FROM JCT OF TH 89, AT TH 1 MP 78.75, 47 FT (14.3 M) NORTH OF TH 1, 9.8
 DE9772'FT (3.0 M) WEST OF ENTRANCE, 1.4 FT (0.4 M) SOUTH OF WIT POST.
 DE9772
 DE9772                          STATION RECOVERY (2001)
 DE9772
 DE9772'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9772'THE MARK IS 12.5 MI (20.1 KM) SW OF THORHULT, 10.6 MI (17.1 KM) WEST
 DE9772'ALONG TH 1 FROM JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT), AT TH
 DE9772'1 MP 78.75, 47 FT (14.3 M) NORTH OF TH 1, 9.8 FT (3.0 M) WEST OF ENT,
 DE9772'1.4 FT (0.4 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS.
 DE9772
 DE9772                          STATION RECOVERY (2008)
 DE9772
 DE9772'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MAS)
 DE9772'12.5 MILES SOUTHWEST OF THORHULT, 10.6 MILES WEST ALONG TRUNK HIGHWAY
 DE9772'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DE9772'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 78.75, 47 FEET NORTH OF
 DE9772'TRUNK HIGHWAY 1, 9.8 FEET WEST OF ENTRANCE, 1.4 FEET SOUTH OF WITNESS
 DE9772'POST.
 DE9772
 DE9772                          STATION RECOVERY (2008)
 DE9772
 DE9772'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 DE9772'THE MARK IS LOCATED ABOUT 12.8 MI (20.6 KM) SOUTH-SOUTHWEST OF FOUR
 DE9772'TOWN, 11.1 MI (17.9 KM) SOUTH OF CARMEL AND 8.8 MI (14.2 KM)
 DE9772'SOUTH-SOUTHWEST OF JELLE.
 DE9772' 
 DE9772'TO REACH TO THE MARK GO 10.6 MI (17.1 KM) WEST ALONG TRUNK HIGHWAY 1
 DE9772'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 AT TRUNK
 DE9772'HIGHWAY 1 MILE POINT 78.75, 47 FT (14.3 M) NORTH OF TRUNK HIGHWAY 1,
 DE9772'9.8 FT (3.0 M) WEST OF ENTRANCE, 1.4 FT (0.4 M) SOUTH OF A WITNESS
 DE9772'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4145 ***********************************************************************
 DK4145  DESIGNATION -  0401 J RESET
 DK4145  PID         -  DK4145
 DK4145  STATE/COUNTY-  MN/BELTRAMI
 DK4145  COUNTRY     -  US
 DK4145  USGS QUAD   -  CAHILL LAKE (1973)
 DK4145
 DK4145                         *CURRENT SURVEY CONTROL
 DK4145  ______________________________________________________________________
 DK4145* NAD 83(2007) POSITION- 48 07 19.46460(N) 095 26 58.25914(W)   ADJUSTED  
 DK4145* NAD 83(2007) ELLIP HT-   336.255 (meters)        (02/03/09)   ADJUSTED
 DK4145* NAD 83(2007) EPOCH   -  2002.00
 DK4145* NAVD 88 ORTHO HEIGHT -   363.9    (meters)    1194.    (feet) GPS OBS   
 DK4145  ______________________________________________________________________
 DK4145  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4145  GEOID HEIGHT    -        -27.61  (meters)                     GEOID03
 DK4145  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DK4145  NAD 83(2007) X  -   -405,121.662 (meters)                     COMP
 DK4145  NAD 83(2007) Y  - -4,246,564.994 (meters)                     COMP
 DK4145  NAD 83(2007) Z  -  4,726,198.411 (meters)                     COMP
 DK4145  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC09
 DK4145  HORZ ORDER      -  FIRST
 DK4145  ELLP ORDER      -  SECOND    CLASS I
 DK4145
 DK4145.The horizontal coordinates were established by GPS observations
 DK4145.and adjusted by the National Geodetic Survey in February 2009.
 DK4145
 DK4145.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4145.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4145
 DK4145.The horizontal coordinates are valid at the epoch date displayed above
 DK4145.which is a decimal equivalence of Year/Month/Day.
 DK4145
 DK4145.The orthometric height was determined by GPS observations and a
 DK4145.high-resolution geoid model.
 DK4145
 DK4145.Photographs are available for this station.
 DK4145
 DK4145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4145
 DK4145.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4145
 DK4145.The ellipsoidal height was determined by GPS observations
 DK4145.and is referenced to NAD 83.
 DK4145
 DK4145. The following values were computed from the NAD 83(2007) position.
 DK4145
 DK4145;                    North         East     Units Scale Factor Converg.
 DK4145;SPC MN N     -   282,990.939   625,122.285   MT  0.99991532   -1 44 29.4
 DK4145;SPC MN N     -   928,446.11  2,050,922.03   sFT  0.99991532   -1 44 29.4
 DK4145;UTM  15      - 5,332,770.418   317,714.556   MT  1.00000830   -1 49 27.6
 DK4145
 DK4145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4145!SPC MN N     -   0.99994730  x   0.99991532  =   0.99986263
 DK4145!UTM  15      -   0.99994730  x   1.00000830  =   0.99995560
 DK4145
 DK4145                          SUPERSEDED SURVEY CONTROL
 DK4145
 DK4145  NAD 83(1996)-  48 07 19.46451(N)    095 26 58.25905(W) AD(       ) 1
 DK4145  ELLIP H (04/16/08)  336.253  (m)                       GP(       ) 2 1
 DK4145
 DK4145.Superseded values are not recommended for survey control.
 DK4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4145.See file dsdata.txt to determine how the superseded data were derived.
 DK4145
 DK4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1771432770(NAD 83)
 DK4145
 DK4145_MARKER: DD = SURVEY DISK
 DK4145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4145_STAMPING: 0401 J 2001 2007 RESET
 DK4145_MARK LOGO: MNDT  
 DK4145_PROJECTION: RECESSED 8 CENTIMETERS
 DK4145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4145+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK4145_ROD/PIPE-DEPTH:  4.0 meters
 DK4145
 DK4145  HISTORY     - Date     Condition        Report By
 DK4145  HISTORY     - 2007     MONUMENTED       MNDT
 DK4145
 DK4145                          STATION DESCRIPTION
 DK4145
 DK4145'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK4145'11.25 MILES SOUTHWEST OF THORHULT, 9.35 MILES WEST ALONG TRUNK HIGHWAY
 DK4145'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DK4145'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 80.0, 25 FEET NORTH OF
 DK4145'TRUNK HIGHWAY 1, 50 FEET NORTH OF MILEPOST 80, 1.4 FEET SOUTH OF
 DK4145'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4146 ***********************************************************************
 DK4146  DESIGNATION -  0401 K RESET
 DK4146  PID         -  DK4146
 DK4146  STATE/COUNTY-  MN/BELTRAMI
 DK4146  COUNTRY     -  US
 DK4146  USGS QUAD   -  CAHILL LAKE (1973)
 DK4146
 DK4146                         *CURRENT SURVEY CONTROL
 DK4146  ______________________________________________________________________
 DK4146* NAD 83(2007) POSITION- 48 07 19.40054(N) 095 25 40.46197(W)   ADJUSTED  
 DK4146* NAD 83(2007) ELLIP HT-   336.817 (meters)        (02/03/09)   ADJUSTED
 DK4146* NAD 83(2007) EPOCH   -  2002.00
 DK4146* NAVD 88 ORTHO HEIGHT -   364.5    (meters)    1196.    (feet) GPS OBS   
 DK4146  ______________________________________________________________________
 DK4146  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4146  GEOID HEIGHT    -        -27.65  (meters)                     GEOID03
 DK4146  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DK4146  NAD 83(2007) X  -   -403,520.125 (meters)                     COMP
 DK4146  NAD 83(2007) Y  - -4,246,719.333 (meters)                     COMP
 DK4146  NAD 83(2007) Z  -  4,726,197.509 (meters)                     COMP
 DK4146  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC09
 DK4146  HORZ ORDER      -  FIRST
 DK4146  ELLP ORDER      -  SECOND    CLASS I
 DK4146
 DK4146.The horizontal coordinates were established by GPS observations
 DK4146.and adjusted by the National Geodetic Survey in February 2009.
 DK4146
 DK4146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4146.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4146
 DK4146.The horizontal coordinates are valid at the epoch date displayed above
 DK4146.which is a decimal equivalence of Year/Month/Day.
 DK4146
 DK4146.The orthometric height was determined by GPS observations and a
 DK4146.high-resolution geoid model.
 DK4146
 DK4146.Photographs are available for this station.
 DK4146
 DK4146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4146
 DK4146.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4146
 DK4146.The ellipsoidal height was determined by GPS observations
 DK4146.and is referenced to NAD 83.
 DK4146
 DK4146. The following values were computed from the NAD 83(2007) position.
 DK4146
 DK4146;                    North         East     Units Scale Factor Converg.
 DK4146;SPC MN N     -   282,940.296   626,730.223   MT  0.99991532   -1 43 31.8
 DK4146;SPC MN N     -   928,279.95  2,056,197.41   sFT  0.99991532   -1 43 31.8
 DK4146;UTM  15      - 5,332,717.447   319,322.563   MT  1.00000112   -1 48 29.6
 DK4146
 DK4146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4146!SPC MN N     -   0.99994721  x   0.99991532  =   0.99986254
 DK4146!UTM  15      -   0.99994721  x   1.00000112  =   0.99994833
 DK4146
 DK4146                          SUPERSEDED SURVEY CONTROL
 DK4146
 DK4146  NAD 83(1996)-  48 07 19.40041(N)    095 25 40.46185(W) AD(       ) 1
 DK4146  ELLIP H (04/16/08)  336.815  (m)                       GP(       ) 2 1
 DK4146
 DK4146.Superseded values are not recommended for survey control.
 DK4146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4146.See file dsdata.txt to determine how the superseded data were derived.
 DK4146
 DK4146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1932232717(NAD 83)
 DK4146
 DK4146_MARKER: DD = SURVEY DISK
 DK4146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4146_STAMPING: 0401 K RESET 2001 2007
 DK4146_MARK LOGO: MNDT  
 DK4146_PROJECTION: RECESSED 8 CENTIMETERS
 DK4146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4146+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK4146_ROD/PIPE-DEPTH:  4.3 meters
 DK4146
 DK4146  HISTORY     - Date     Condition        Report By
 DK4146  HISTORY     - 2007     MONUMENTED       MNDT
 DK4146
 DK4146                          STATION DESCRIPTION
 DK4146
 DK4146'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK4146'10.25 MILES SOUTHWEST OF THORHULT, 8.35 MILES WEST ALONG TRUNK HIGHWAY
 DK4146'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DK4146'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 81.0, 27.6 FEET NORTH OF
 DK4146'TRUNK HIGHWAY 1, 51.1 FEET NORTH OF TRUNK HIGHWAY MILEPOST 81, 1.1
 DK4146'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9769 ***********************************************************************
 DE9769  DESIGNATION -  0401 L
 DE9769  PID         -  DE9769
 DE9769  STATE/COUNTY-  MN/BELTRAMI
 DE9769  COUNTRY     -  US
 DE9769  USGS QUAD   -  CAHILL LAKE (1973)
 DE9769
 DE9769                         *CURRENT SURVEY CONTROL
 DE9769  ______________________________________________________________________
 DE9769* NAD 83(2007) POSITION- 48 07 19.26858(N) 095 24 22.77942(W)   ADJUSTED  
 DE9769* NAD 83(2007) ELLIP HT-   337.379 (meters)        (02/10/07)   ADJUSTED
 DE9769* NAD 83(2007) EPOCH   -  2002.00
 DE9769* NAVD 88 ORTHO HEIGHT -   365.053  (meters)    1197.68  (feet) ADJUSTED  
 DE9769  ______________________________________________________________________
 DE9769  NAD 83(2007) X  -   -401,921.037 (meters)                     COMP
 DE9769  NAD 83(2007) Y  - -4,246,874.398 (meters)                     COMP
 DE9769  NAD 83(2007) Z  -  4,726,195.206 (meters)                     COMP
 DE9769  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC09
 DE9769  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DE9769  DYNAMIC HEIGHT  -        365.123 (meters)     1197.91  (feet) COMP
 DE9769  MODELED GRAVITY -    980,791.6   (mgal)                       NAVD 88
 DE9769
 DE9769  VERT ORDER      -  SECOND    CLASS I
 DE9769
 DE9769  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9769  Type                                         Horiz  Ellip  Dist(km)
 DE9769  -------------------------------------------------------------------
 DE9769  NETWORK                                       1.42   1.02
 DE9769  -------------------------------------------------------------------
 DE9769  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.22   0.94      3.22
 DE9769  -------------------------------------------------------------------
 DE9769  NOTE: Click here for information on individual local accuracy
 DE9769  values and other accuracy information.
 DE9769
 DE9769
 DE9769.The horizontal coordinates were established by GPS observations
 DE9769.and adjusted by the National Geodetic Survey in February 2007.
 DE9769
 DE9769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9769.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9769
 DE9769.The horizontal coordinates are valid at the epoch date displayed above
 DE9769.which is a decimal equivalence of Year/Month/Day.
 DE9769
 DE9769.The orthometric height was determined by differential leveling and
 DE9769.adjusted in October 2007.
 DE9769
 DE9769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9769
 DE9769.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9769
 DE9769.The ellipsoidal height was determined by GPS observations
 DE9769.and is referenced to NAD 83.
 DE9769
 DE9769.The dynamic height is computed by dividing the NAVD 88
 DE9769.geopotential number by the normal gravity value computed on the
 DE9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9769.degrees latitude (g = 980.6199 gals.).
 DE9769
 DE9769.The modeled gravity was interpolated from observed gravity values.
 DE9769
 DE9769. The following values were computed from the NAD 83(2007) position.
 DE9769
 DE9769;                    North         East     Units Scale Factor Converg.
 DE9769;SPC MN N     -   282,888.078   628,335.744   MT  0.99991531   -1 42 34.2
 DE9769;SPC MN N     -   928,108.64  2,061,464.85   sFT  0.99991531   -1 42 34.2
 DE9769;UTM  15      - 5,332,662.907   320,928.139   MT  0.99999403   -1 47 31.7
 DE9769
 DE9769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9769!SPC MN N     -   0.99994713  x   0.99991531  =   0.99986244
 DE9769!UTM  15      -   0.99994713  x   0.99999403  =   0.99994116
 DE9769
 DE9769                          SUPERSEDED SURVEY CONTROL
 DE9769
 DE9769  NAD 83(1996)-  48 07 19.26859(N)    095 24 22.77930(W) AD(       ) 1
 DE9769  ELLIP H (01/24/03)  337.384  (m)                       GP(       ) 4 1
 DE9769  NAVD 88 (04/16/04)  365.069  (m)         1197.73   (f) SUPERSEDED  2 1
 DE9769  NAVD 88 (01/24/03)  365.05   (m)         1197.7    (f) LEVELING    3  
 DE9769
 DE9769.Superseded values are not recommended for survey control.
 DE9769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9769.See file dsdata.txt to determine how the superseded data were derived.
 DE9769
 DE9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2092832662(NAD 83)
 DE9769
 DE9769_MARKER: DD = SURVEY DISK
 DE9769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9769_STAMPING: 0401 L 2001
 DE9769_MARK LOGO: MNDT  
 DE9769_PROJECTION: FLUSH
 DE9769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9769+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9769_ROD/PIPE-DEPTH:  4.0 meters
 DE9769
 DE9769  HISTORY     - Date     Condition        Report By
 DE9769  HISTORY     - 2001     MONUMENTED       MNDT
 DE9769  HISTORY     - 20010907 GOOD             MNDT
 DE9769
 DE9769                          STATION DESCRIPTION
 DE9769
 DE9769'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9769'9 MI (14.5 KM) SW OF THORHULT, 7.35 MI (11.83 KM) WEST ALONG TH 1 FROM
 DE9769'JCT OF TH 89, AT TH 1 MP 82.0, 25 FT (7.6 M) NORTH OF TH 1, 51.2 FT
 DE9769'(15.6 M) NORTH OF MILEPOST 82, 1.6 FT (0.5 M) SOUTH OF WIT POST.
 DE9769
 DE9769                          STATION RECOVERY (2001)
 DE9769
 DE9769'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9769'THE MARK IS 9 MI (14.5 KM) SW OF THORHULT, 7.35 MI (11.83 KM) WEST
 DE9769'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9769'AT TH 1 MP 82.0, 25 FT (7.6 M) NORTH OF TH 1, 51.2 FT (15.6 M) NORTH
 DE9769'OF MILEPOST 82, 1.6 FT (0.5 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9769'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3961 ***********************************************************************
 DK3961  DESIGNATION -  0401 L RESET
 DK3961  PID         -  DK3961
 DK3961  STATE/COUNTY-  MN/BELTRAMI
 DK3961  COUNTRY     -  US
 DK3961  USGS QUAD   -  CAHILL LAKE (1973)
 DK3961
 DK3961                         *CURRENT SURVEY CONTROL
 DK3961  ______________________________________________________________________
 DK3961* NAD 83(2007) POSITION- 48 07 19.26851(N) 095 24 22.77861(W)   ADJUSTED  
 DK3961* NAD 83(2007) ELLIP HT-   337.340 (meters)        (02/03/09)   ADJUSTED
 DK3961* NAD 83(2007) EPOCH   -  2002.00
 DK3961* NAVD 88 ORTHO HEIGHT -   365.0    (meters)    1198.    (feet) GPS OBS   
 DK3961  ______________________________________________________________________
 DK3961  NAD 83(2007) X  -   -401,921.018 (meters)                     COMP
 DK3961  NAD 83(2007) Y  - -4,246,874.376 (meters)                     COMP
 DK3961  NAD 83(2007) Z  -  4,726,195.176 (meters)                     COMP
 DK3961  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC09
 DK3961  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DK3961  HORZ ORDER      -  FIRST
 DK3961  ELLP ORDER      -  SECOND    CLASS I
 DK3961
 DK3961.The horizontal coordinates were established by GPS observations
 DK3961.and adjusted by the National Geodetic Survey in February 2009.
 DK3961
 DK3961.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3961.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3961
 DK3961.The horizontal coordinates are valid at the epoch date displayed above
 DK3961.which is a decimal equivalence of Year/Month/Day.
 DK3961
 DK3961.The orthometric height was determined by GPS observations and a
 DK3961.high-resolution geoid model.
 DK3961
 DK3961.Photographs are available for this station.
 DK3961
 DK3961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3961
 DK3961.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3961
 DK3961.The ellipsoidal height was determined by GPS observations
 DK3961.and is referenced to NAD 83.
 DK3961
 DK3961. The following values were computed from the NAD 83(2007) position.
 DK3961
 DK3961;                    North         East     Units Scale Factor Converg.
 DK3961;SPC MN N     -   282,888.075   628,335.760   MT  0.99991531   -1 42 34.2
 DK3961;SPC MN N     -   928,108.63  2,061,464.91   sFT  0.99991531   -1 42 34.2
 DK3961;UTM  15      - 5,332,662.904   320,928.156   MT  0.99999403   -1 47 31.7
 DK3961
 DK3961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3961!SPC MN N     -   0.99994713  x   0.99991531  =   0.99986245
 DK3961!UTM  15      -   0.99994713  x   0.99999403  =   0.99994116
 DK3961
 DK3961                          SUPERSEDED SURVEY CONTROL
 DK3961
 DK3961  NAD 83(1996)-  48 07 19.26823(N)    095 24 22.77854(W) AD(       ) 1
 DK3961  ELLIP H (03/06/08)  337.335  (m)                       GP(       ) 3 1
 DK3961  NAVD 88 (03/06/08)  365.0    (m)  GEOID03 model used   GPS OBS        
 DK3961
 DK3961.Superseded values are not recommended for survey control.
 DK3961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3961.See file dsdata.txt to determine how the superseded data were derived.
 DK3961
 DK3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2092832662(NAD 83)
 DK3961
 DK3961_MARKER: DD = SURVEY DISK
 DK3961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3961_STAMPING: 0401 L RESET 2001 2007
 DK3961_MARK LOGO: MNDT  
 DK3961_PROJECTION: RECESSED 8 CENTIMETERS
 DK3961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3961+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK3961_ROD/PIPE-DEPTH:  4.0 meters
 DK3961
 DK3961  HISTORY     - Date     Condition        Report By
 DK3961  HISTORY     - 2007     MONUMENTED       MNDT
 DK3961
 DK3961                          STATION DESCRIPTION
 DK3961
 DK3961'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK3961'9 MILES SOUTHWEST OF THORHULT, 7.35 MILES WEST ALONG TRUNK HIGHWAY 1
 DK3961'FROM THE NORTHWEST JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7
 DK3961'MILES SOUTH OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 82.0, 25 FEET
 DK3961'NORTH OF TRUNK HIGHWAY 1, 51.2 FEET NORTH OF MILEPOST 82, 1.6 FEET
 DK3961'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9768 ***********************************************************************
 DE9768  DESIGNATION -  0401 M
 DE9768  PID         -  DE9768
 DE9768  STATE/COUNTY-  MN/BELTRAMI
 DE9768  COUNTRY     -  US
 DE9768  USGS QUAD   -  CAHILL LAKE (1973)
 DE9768
 DE9768                         *CURRENT SURVEY CONTROL
 DE9768  ______________________________________________________________________
 DE9768* NAD 83(2007) POSITION- 48 07 19.22661(N) 095 23 04.18384(W)   ADJUSTED  
 DE9768* NAD 83(2007) ELLIP HT-   338.676 (meters)        (02/10/07)   ADJUSTED
 DE9768* NAD 83(2007) EPOCH   -  2002.00
 DE9768* NAVD 88 ORTHO HEIGHT -   366.378  (meters)    1202.03  (feet) ADJUSTED  
 DE9768  ______________________________________________________________________
 DE9768  NAD 83(2007) X  -   -400,302.942 (meters)                     COMP
 DE9768  NAD 83(2007) Y  - -4,247,029.062 (meters)                     COMP
 DE9768  NAD 83(2007) Z  -  4,726,195.307 (meters)                     COMP
 DE9768  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC09
 DE9768  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 DE9768  DYNAMIC HEIGHT  -        366.447 (meters)     1202.25  (feet) COMP
 DE9768  MODELED GRAVITY -    980,790.0   (mgal)                       NAVD 88
 DE9768
 DE9768  VERT ORDER      -  SECOND    CLASS I
 DE9768
 DE9768  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9768  Type                                         Horiz  Ellip  Dist(km)
 DE9768  -------------------------------------------------------------------
 DE9768  NETWORK                                       1.48   0.94
 DE9768  -------------------------------------------------------------------
 DE9768  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.34   0.80      3.20
 DE9768  -------------------------------------------------------------------
 DE9768  NOTE: Click here for information on individual local accuracy
 DE9768  values and other accuracy information.
 DE9768
 DE9768
 DE9768.The horizontal coordinates were established by GPS observations
 DE9768.and adjusted by the National Geodetic Survey in February 2007.
 DE9768
 DE9768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9768.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9768
 DE9768.The horizontal coordinates are valid at the epoch date displayed above
 DE9768.which is a decimal equivalence of Year/Month/Day.
 DE9768
 DE9768.The orthometric height was determined by differential leveling and
 DE9768.adjusted in October 2007.
 DE9768
 DE9768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9768
 DE9768.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9768
 DE9768.The ellipsoidal height was determined by GPS observations
 DE9768.and is referenced to NAD 83.
 DE9768
 DE9768.The dynamic height is computed by dividing the NAVD 88
 DE9768.geopotential number by the normal gravity value computed on the
 DE9768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9768.degrees latitude (g = 980.6199 gals.).
 DE9768
 DE9768.The modeled gravity was interpolated from observed gravity values.
 DE9768
 DE9768. The following values were computed from the NAD 83(2007) position.
 DE9768
 DE9768;                    North         East     Units Scale Factor Converg.
 DE9768;SPC MN N     -   282,838.527   629,960.234   MT  0.99991531   -1 41 35.9
 DE9768;SPC MN N     -   927,946.07  2,066,794.53   sFT  0.99991531   -1 41 35.9
 DE9768;UTM  15      - 5,332,611.010   322,552.678   MT  0.99998691   -1 46 33.2
 DE9768
 DE9768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9768!SPC MN N     -   0.99994692  x   0.99991531  =   0.99986224
 DE9768!UTM  15      -   0.99994692  x   0.99998691  =   0.99993383
 DE9768
 DE9768                          SUPERSEDED SURVEY CONTROL
 DE9768
 DE9768  NAD 83(1996)-  48 07 19.22663(N)    095 23 04.18365(W) AD(       ) 1
 DE9768  ELLIP H (01/24/03)  338.676  (m)                       GP(       ) 4 1
 DE9768  NAVD 88 (04/16/04)  366.395  (m)         1202.08   (f) SUPERSEDED  2 1
 DE9768  NAVD 88 (01/24/03)  366.38   (m)         1202.0    (f) LEVELING    3  
 DE9768
 DE9768.Superseded values are not recommended for survey control.
 DE9768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9768.See file dsdata.txt to determine how the superseded data were derived.
 DE9768
 DE9768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2255232611(NAD 83)
 DE9768
 DE9768_MARKER: DD = SURVEY DISK
 DE9768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9768_STAMPING: 0401 M 2001
 DE9768_MARK LOGO: MNDT  
 DE9768_PROJECTION: RECESSED 3 CENTIMETERS
 DE9768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9768+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2001
 DE9768_ROD/PIPE-DEPTH:  4.6 meters
 DE9768
 DE9768  HISTORY     - Date     Condition        Report By
 DE9768  HISTORY     - 2001     MONUMENTED       MNDT
 DE9768  HISTORY     - 20010907 GOOD             MNDT
 DE9768
 DE9768                          STATION DESCRIPTION
 DE9768
 DE9768'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9768'8.5 MI (13.7 KM) SW OF THORHULT, 6.35 MI (10.22 KM) EAST ALONG TH 1
 DE9768'FROM JCT OF TH 89, AT TH 1 MP 83.0, 33.9 FT (10.3 M) NORTH OF TH 1,
 DE9768'12.5 FT (3.8 M) EAST OF ENT, 1.4 FT (0.4 M) SOUTH OF WIT POST.
 DE9768
 DE9768                          STATION RECOVERY (2001)
 DE9768
 DE9768'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9768'THE MARK IS 8.5 MI (13.7 KM) SW OF THORHULT, 6.35 MI (10.22 KM) EAST
 DE9768'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9768'AT TH 1 MP 83.0, 33.9 FT (10.3 M) NORTH OF TH 1, 12.5 FT (3.8 M) EAST
 DE9768'OF ENT, 1.4 FT (0.4 M) SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DE9768'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4147 ***********************************************************************
 DK4147  DESIGNATION -  0401 M RESET
 DK4147  PID         -  DK4147
 DK4147  STATE/COUNTY-  MN/BELTRAMI
 DK4147  COUNTRY     -  US
 DK4147  USGS QUAD   -  CAHILL LAKE (1973)
 DK4147
 DK4147                         *CURRENT SURVEY CONTROL
 DK4147  ______________________________________________________________________
 DK4147* NAD 83(2007) POSITION- 48 07 19.22639(N) 095 23 04.18406(W)   ADJUSTED  
 DK4147* NAD 83(2007) ELLIP HT-   338.644 (meters)        (02/03/09)   ADJUSTED
 DK4147* NAD 83(2007) EPOCH   -  2002.00
 DK4147* NAVD 88 ORTHO HEIGHT -   366.4    (meters)    1202.    (feet) GPS OBS   
 DK4147  ______________________________________________________________________
 DK4147  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4147  GEOID HEIGHT    -        -27.72  (meters)                     GEOID03
 DK4147  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 DK4147  NAD 83(2007) X  -   -400,302.945 (meters)                     COMP
 DK4147  NAD 83(2007) Y  - -4,247,029.045 (meters)                     COMP
 DK4147  NAD 83(2007) Z  -  4,726,195.278 (meters)                     COMP
 DK4147  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC09
 DK4147  HORZ ORDER      -  FIRST
 DK4147  ELLP ORDER      -  SECOND    CLASS I
 DK4147
 DK4147.The horizontal coordinates were established by GPS observations
 DK4147.and adjusted by the National Geodetic Survey in February 2009.
 DK4147
 DK4147.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4147.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4147
 DK4147.The horizontal coordinates are valid at the epoch date displayed above
 DK4147.which is a decimal equivalence of Year/Month/Day.
 DK4147
 DK4147.The orthometric height was determined by GPS observations and a
 DK4147.high-resolution geoid model.
 DK4147
 DK4147.Photographs are available for this station.
 DK4147
 DK4147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4147
 DK4147.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4147
 DK4147.The ellipsoidal height was determined by GPS observations
 DK4147.and is referenced to NAD 83.
 DK4147
 DK4147. The following values were computed from the NAD 83(2007) position.
 DK4147
 DK4147;                    North         East     Units Scale Factor Converg.
 DK4147;SPC MN N     -   282,838.521   629,960.229   MT  0.99991531   -1 41 35.9
 DK4147;SPC MN N     -   927,946.05  2,066,794.52   sFT  0.99991531   -1 41 35.9
 DK4147;UTM  15      - 5,332,611.004   322,552.674   MT  0.99998691   -1 46 33.2
 DK4147
 DK4147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4147!SPC MN N     -   0.99994693  x   0.99991531  =   0.99986224
 DK4147!UTM  15      -   0.99994693  x   0.99998691  =   0.99993384
 DK4147
 DK4147                          SUPERSEDED SURVEY CONTROL
 DK4147
 DK4147  NAD 83(1996)-  48 07 19.22635(N)    095 23 04.18385(W) AD(       ) 1
 DK4147  ELLIP H (04/16/08)  338.643  (m)                       GP(       ) 2 1
 DK4147
 DK4147.Superseded values are not recommended for survey control.
 DK4147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4147.See file dsdata.txt to determine how the superseded data were derived.
 DK4147
 DK4147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2255232611(NAD 83)
 DK4147
 DK4147_MARKER: DD = SURVEY DISK
 DK4147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4147_STAMPING: 0401 M 2001 2007 RESET
 DK4147_MARK LOGO: MNDT  
 DK4147_PROJECTION: RECESSED 10 CENTIMETERS
 DK4147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4147+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK4147_ROD/PIPE-DEPTH:  4.6 meters
 DK4147
 DK4147  HISTORY     - Date     Condition        Report By
 DK4147  HISTORY     - 2007     MONUMENTED       MNDT
 DK4147
 DK4147                          STATION DESCRIPTION
 DK4147
 DK4147'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK4147'8.5 MILES SOUTHWEST OF THORHULT, 6.35 MILES WEST ALONG TRUNK HIGHWAY 1
 DK4147'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DK4147'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 83.0, 33.9 FEET NORTH OF
 DK4147'TRUNK HIGHWAY 1, 12.5 FEET EAST OF ENTRANCE, 2.0 FEET SOUTH OF WITNESS
 DK4147'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9767 ***********************************************************************
 DE9767  DESIGNATION -  0401 N
 DE9767  PID         -  DE9767
 DE9767  STATE/COUNTY-  MN/BELTRAMI
 DE9767  COUNTRY     -  US
 DE9767  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9767
 DE9767                         *CURRENT SURVEY CONTROL
 DE9767  ______________________________________________________________________
 DE9767* NAD 83(2007) POSITION- 48 07 18.73149(N) 095 21 47.30196(W)   ADJUSTED  
 DE9767* NAD 83(2007) ELLIP HT-   338.319 (meters)        (02/10/07)   ADJUSTED
 DE9767* NAD 83(2007) EPOCH   -  2002.00
 DE9767* NAVD 88 ORTHO HEIGHT -   366.063  (meters)    1200.99  (feet) ADJUSTED  
 DE9767  ______________________________________________________________________
 DE9767  NAD 83(2007) X  -   -398,720.945 (meters)                     COMP
 DE9767  NAD 83(2007) Y  - -4,247,189.073 (meters)                     COMP
 DE9767  NAD 83(2007) Z  -  4,726,184.832 (meters)                     COMP
 DE9767  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC09
 DE9767  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 DE9767  DYNAMIC HEIGHT  -        366.131 (meters)     1201.21  (feet) COMP
 DE9767  MODELED GRAVITY -    980,788.4   (mgal)                       NAVD 88
 DE9767
 DE9767  VERT ORDER      -  SECOND    CLASS I
 DE9767
 DE9767  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9767  Type                                         Horiz  Ellip  Dist(km)
 DE9767  -------------------------------------------------------------------
 DE9767  NETWORK                                       1.08   0.76
 DE9767  -------------------------------------------------------------------
 DE9767  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.11   0.71      4.02
 DE9767  -------------------------------------------------------------------
 DE9767  NOTE: Click here for information on individual local accuracy
 DE9767  values and other accuracy information.
 DE9767
 DE9767
 DE9767.The horizontal coordinates were established by GPS observations
 DE9767.and adjusted by the National Geodetic Survey in February 2007.
 DE9767
 DE9767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9767.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9767
 DE9767.The horizontal coordinates are valid at the epoch date displayed above
 DE9767.which is a decimal equivalence of Year/Month/Day.
 DE9767
 DE9767.The orthometric height was determined by differential leveling and
 DE9767.adjusted in October 2007.
 DE9767
 DE9767.Photographs are available for this station.
 DE9767
 DE9767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9767
 DE9767.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9767
 DE9767.The ellipsoidal height was determined by GPS observations
 DE9767.and is referenced to NAD 83.
 DE9767
 DE9767.The dynamic height is computed by dividing the NAVD 88
 DE9767.geopotential number by the normal gravity value computed on the
 DE9767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9767.degrees latitude (g = 980.6199 gals.).
 DE9767
 DE9767.The modeled gravity was interpolated from observed gravity values.
 DE9767
 DE9767. The following values were computed from the NAD 83(2007) position.
 DE9767
 DE9767;                    North         East     Units Scale Factor Converg.
 DE9767;SPC MN N     -   282,776.484   631,548.908   MT  0.99991530   -1 40 38.9
 DE9767;SPC MN N     -   927,742.51  2,072,006.71   sFT  0.99991530   -1 40 38.9
 DE9767;UTM  15      - 5,332,546.674   324,141.369   MT  0.99998001   -1 45 35.9
 DE9767
 DE9767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9767!SPC MN N     -   0.99994698  x   0.99991530  =   0.99986228
 DE9767!UTM  15      -   0.99994698  x   0.99998001  =   0.99992699
 DE9767
 DE9767                          SUPERSEDED SURVEY CONTROL
 DE9767
 DE9767  NAD 83(1996)-  48 07 18.73152(N)    095 21 47.30178(W) AD(       ) 1
 DE9767  ELLIP H (01/24/03)  338.318  (m)                       GP(       ) 4 1
 DE9767  NAVD 88 (04/16/04)  366.080  (m)         1201.05   (f) SUPERSEDED  2 1
 DE9767  NAVD 88 (01/24/03)  366.06   (m)         1201.0    (f) LEVELING    3  
 DE9767
 DE9767.Superseded values are not recommended for survey control.
 DE9767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9767.See file dsdata.txt to determine how the superseded data were derived.
 DE9767
 DE9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2414132546(NAD 83)
 DE9767
 DE9767_MARKER: DD = SURVEY DISK
 DE9767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9767_STAMPING: 0401 N 2001
 DE9767_MARK LOGO: MNDT  
 DE9767_PROJECTION: FLUSH
 DE9767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9767+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2008
 DE9767_ROD/PIPE-DEPTH:  3.4 meters
 DE9767
 DE9767  HISTORY     - Date     Condition        Report By
 DE9767  HISTORY     - 2001     MONUMENTED       MNDT
 DE9767  HISTORY     - 20010907 GOOD             MNDT
 DE9767  HISTORY     - 20080115 GOOD             MNDT
 DE9767
 DE9767                          STATION DESCRIPTION
 DE9767
 DE9767'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9767'8.25 MI (13.28 KM) SW OF THORHULT, 5.35 MI (8.61 KM) WEST ALONG TH 1
 DE9767'FROM JCT OF TH 89, AT TH 1 MP 84.0, 28.8 FT (8.8 M) NORTH OF TH 1,
 DE9767'55.8 FT (17.0 M) NORTH OF MILEPOST 84, 1.1 FT (0.3 M) SOUTH OF WIT
 DE9767'POST.
 DE9767
 DE9767                          STATION RECOVERY (2001)
 DE9767
 DE9767'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9767'THE MARK IS 8.25 MI (13.28 KM) SW OF THORHULT, 5.35 MI (8.61 KM) WEST
 DE9767'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9767'AT TH 1 MP 84.0, 28.8 FT (8.8 M) NORTH OF TH 1, 55.8 FT (17.0 M) NORTH
 DE9767'OF MILEPOST 84, 1.1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9767'SUITABLE FOR GPS.
 DE9767
 DE9767                          STATION RECOVERY (2008)
 DE9767
 DE9767'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DE9767'8.25 MILES SOUTHWEST OF THORHULT, 5.35 MILES WEST ALONG TRUNK HIGHWAY
 DE9767'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DE9767'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 84.0, 28.8 FEET NORTH OF
 DE9767'TRUNK HIGHWAY 1, 55.8 FEET NORTH OF TRUNK HIGHWAY 1 MILEPOST 84, 1.1
 DE9767'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9766 ***********************************************************************
 DE9766  DESIGNATION -  0401 P
 DE9766  PID         -  DE9766
 DE9766  STATE/COUNTY-  MN/BELTRAMI
 DE9766  COUNTRY     -  US
 DE9766  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9766
 DE9766                         *CURRENT SURVEY CONTROL
 DE9766  ______________________________________________________________________
 DE9766* NAD 83(2007) POSITION- 48 07 18.22801(N) 095 20 29.51263(W)   ADJUSTED  
 DE9766* NAD 83(2007) ELLIP HT-   339.969 (meters)        (02/10/07)   ADJUSTED
 DE9766* NAD 83(2007) EPOCH   -  2002.00
 DE9766* NAVD 88 ORTHO HEIGHT -   367.748  (meters)    1206.52  (feet) ADJUSTED  
 DE9766  ______________________________________________________________________
 DE9766  NAD 83(2007) X  -   -397,120.340 (meters)                     COMP
 DE9766  NAD 83(2007) Y  - -4,247,351.768 (meters)                     COMP
 DE9766  NAD 83(2007) Z  -  4,726,175.679 (meters)                     COMP
 DE9766  LAPLACE CORR    -         -5.40  (seconds)                    DEFLEC09
 DE9766  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DE9766  DYNAMIC HEIGHT  -        367.817 (meters)     1206.75  (feet) COMP
 DE9766  MODELED GRAVITY -    980,786.7   (mgal)                       NAVD 88
 DE9766
 DE9766  VERT ORDER      -  SECOND    CLASS I
 DE9766
 DE9766  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9766  Type                                         Horiz  Ellip  Dist(km)
 DE9766  -------------------------------------------------------------------
 DE9766  NETWORK                                       1.38   0.90
 DE9766  -------------------------------------------------------------------
 DE9766  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.33   0.80      3.20
 DE9766  -------------------------------------------------------------------
 DE9766  NOTE: Click here for information on individual local accuracy
 DE9766  values and other accuracy information.
 DE9766
 DE9766
 DE9766.The horizontal coordinates were established by GPS observations
 DE9766.and adjusted by the National Geodetic Survey in February 2007.
 DE9766
 DE9766.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9766.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9766
 DE9766.The horizontal coordinates are valid at the epoch date displayed above
 DE9766.which is a decimal equivalence of Year/Month/Day.
 DE9766
 DE9766.The orthometric height was determined by differential leveling and
 DE9766.adjusted in October 2007.
 DE9766
 DE9766.Photographs are available for this station.
 DE9766
 DE9766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9766
 DE9766.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9766
 DE9766.The ellipsoidal height was determined by GPS observations
 DE9766.and is referenced to NAD 83.
 DE9766
 DE9766.The dynamic height is computed by dividing the NAVD 88
 DE9766.geopotential number by the normal gravity value computed on the
 DE9766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9766.degrees latitude (g = 980.6199 gals.).
 DE9766
 DE9766.The modeled gravity was interpolated from observed gravity values.
 DE9766
 DE9766. The following values were computed from the NAD 83(2007) position.
 DE9766
 DE9766;                    North         East     Units Scale Factor Converg.
 DE9766;SPC MN N     -   282,714.077   633,156.352   MT  0.99991529   -1 39 41.3
 DE9766;SPC MN N     -   927,537.77  2,077,280.46   sFT  0.99991529   -1 39 41.3
 DE9766;UTM  15      - 5,332,481.951   325,748.820   MT  0.99997310   -1 44 37.9
 DE9766
 DE9766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9766!SPC MN N     -   0.99994672  x   0.99991529  =   0.99986201
 DE9766!UTM  15      -   0.99994672  x   0.99997310  =   0.99991982
 DE9766
 DE9766                          SUPERSEDED SURVEY CONTROL
 DE9766
 DE9766  NAD 83(1996)-  48 07 18.22803(N)    095 20 29.51241(W) AD(       ) 1
 DE9766  ELLIP H (01/24/03)  339.967  (m)                       GP(       ) 4 1
 DE9766  NAVD 88 (04/16/04)  367.767  (m)         1206.58   (f) SUPERSEDED  2 1
 DE9766  NAVD 88 (01/24/03)  367.75   (m)         1206.5    (f) LEVELING    3  
 DE9766
 DE9766.Superseded values are not recommended for survey control.
 DE9766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9766.See file dsdata.txt to determine how the superseded data were derived.
 DE9766
 DE9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2574832481(NAD 83)
 DE9766
 DE9766_MARKER: DD = SURVEY DISK
 DE9766_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9766+WITH SETTING: INFORMATION.
 DE9766_STAMPING: 0401 P 2001
 DE9766_MARK LOGO: MNDT  
 DE9766_PROJECTION: FLUSH
 DE9766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9766+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2008
 DE9766_ROD/PIPE-DEPTH:  3.0 meters
 DE9766
 DE9766  HISTORY     - Date     Condition        Report By
 DE9766  HISTORY     - 2001     MONUMENTED       MNDT
 DE9766  HISTORY     - 20010907 GOOD             MNDT
 DE9766  HISTORY     - 20070731 GOOD             MNDT
 DE9766  HISTORY     - 20080114 GOOD             MNDT
 DE9766
 DE9766                          STATION DESCRIPTION
 DE9766
 DE9766'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9766'8 MI (12.9 KM) SW OF THORHULT, 4.35 MI (7.00 KM) WEST ALONG TH 1 FROM
 DE9766'JCT OF TH 89, AT TH 1 MP 85.0, 25.7 FT (7.8 M) NORTH OF TH 1, 52.7 FT
 DE9766'(16.1 M) NORTH OF MILEPOST 85, 1.3 FT (0.4 M) SOUTH OF WIT POST.
 DE9766
 DE9766                          STATION RECOVERY (2001)
 DE9766
 DE9766'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9766'THE MARK IS 8 MI (12.9 KM) SW OF THORHULT, 4.35 MI (7.00 KM) WEST
 DE9766'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9766'AT TH 1 MP 85.0, 25.7 FT (7.8 M) NORTH OF TH 1, 52.7 FT (16.1 M) NORTH
 DE9766'OF MILEPOST 85, 1.3 FT (0.4 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9766'SUITABLE FOR GPS.
 DE9766
 DE9766                          STATION RECOVERY (2007)
 DE9766
 DE9766'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DE9766'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH OF FOUR TOWN, 8.7 MI
 DE9766'(14.0 KM) SOUTH-SOUTHWEST OF THORHULT AND 8.5 MI (13.7 KM)
 DE9766'SOUTH-SOUTHEAST OF JELLE.
 DE9766' 
 DE9766'TO REACH TO THE MARK GO 8 MI (12.9 KM) SOUTHWEST OF THORHULT, 4.35 MI
 DE9766'(7.0 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE9766'1 AND TRUNK HIGHWAY 89 AT TRUNK HIGHWAY 1 MILE POINT 85.0, 25.7 FT
 DE9766'(7.8 M) NORTH OF TRUNK HIGHWAY 1, 52.7 FT (16.1 M) NORTH OF MILEPOST
 DE9766'85, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DE9766
 DE9766                          STATION RECOVERY (2008)
 DE9766
 DE9766'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DE9766'8 MILES SOUTHWEST OF THORHULT, 4.35 MILES WEST ALONG TRUNK HIGHWAY 1
 DE9766'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DE9766'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 85.0, 25.7 FEET NORTH OF
 DE9766'TRUNK HIGHWAY 1, 52.7 FEET NORTH OF MILEPOST 85, 2.0 FEET SOUTH OF
 DE9766'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4148 ***********************************************************************
 DK4148  DESIGNATION -  0401 Q RESET
 DK4148  PID         -  DK4148
 DK4148  STATE/COUNTY-  MN/BELTRAMI
 DK4148  COUNTRY     -  US
 DK4148  USGS QUAD   -  GIMIWAN LAKE (1973)
 DK4148
 DK4148                         *CURRENT SURVEY CONTROL
 DK4148  ______________________________________________________________________
 DK4148* NAD 83(2007) POSITION- 48 07 18.20834(N) 095 19 11.29081(W)   ADJUSTED  
 DK4148* NAD 83(2007) ELLIP HT-   340.371 (meters)        (02/03/09)   ADJUSTED
 DK4148* NAD 83(2007) EPOCH   -  2002.00
 DK4148* NAVD 88 ORTHO HEIGHT -   368.2    (meters)    1208.    (feet) GPS OBS   
 DK4148  ______________________________________________________________________
 DK4148  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4148  GEOID HEIGHT    -        -27.82  (meters)                     GEOID03
 DK4148  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 DK4148  NAD 83(2007) X  -   -395,509.655 (meters)                     COMP
 DK4148  NAD 83(2007) Y  - -4,247,502.780 (meters)                     COMP
 DK4148  NAD 83(2007) Z  -  4,726,175.572 (meters)                     COMP
 DK4148  LAPLACE CORR    -         -5.08  (seconds)                    DEFLEC09
 DK4148  HORZ ORDER      -  FIRST
 DK4148  ELLP ORDER      -  SECOND    CLASS I
 DK4148
 DK4148.The horizontal coordinates were established by GPS observations
 DK4148.and adjusted by the National Geodetic Survey in February 2009.
 DK4148
 DK4148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4148.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4148
 DK4148.The horizontal coordinates are valid at the epoch date displayed above
 DK4148.which is a decimal equivalence of Year/Month/Day.
 DK4148
 DK4148.The orthometric height was determined by GPS observations and a
 DK4148.high-resolution geoid model.
 DK4148
 DK4148.Photographs are available for this station.
 DK4148
 DK4148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4148
 DK4148.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4148
 DK4148.The ellipsoidal height was determined by GPS observations
 DK4148.and is referenced to NAD 83.
 DK4148
 DK4148. The following values were computed from the NAD 83(2007) position.
 DK4148
 DK4148;                    North         East     Units Scale Factor Converg.
 DK4148;SPC MN N     -   282,666.798   634,773.186   MT  0.99991529   -1 38 43.3
 DK4148;SPC MN N     -   927,382.65  2,082,585.03   sFT  0.99991529   -1 38 43.3
 DK4148;UTM  15      - 5,332,432.346   327,365.673   MT  0.99996620   -1 43 39.6
 DK4148
 DK4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4148!SPC MN N     -   0.99994666  x   0.99991529  =   0.99986195
 DK4148!UTM  15      -   0.99994666  x   0.99996620  =   0.99991286
 DK4148
 DK4148                          SUPERSEDED SURVEY CONTROL
 DK4148
 DK4148  NAD 83(1996)-  48 07 18.20834(N)    095 19 11.29055(W) AD(       ) 1
 DK4148  ELLIP H (04/16/08)  340.367  (m)                       GP(       ) 2 1
 DK4148
 DK4148.Superseded values are not recommended for survey control.
 DK4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4148.See file dsdata.txt to determine how the superseded data were derived.
 DK4148
 DK4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2736532432(NAD 83)
 DK4148
 DK4148_MARKER: DD = SURVEY DISK
 DK4148_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4148_STAMPING: 0401 Q 2001 2007 RESET
 DK4148_MARK LOGO: MNDT  
 DK4148_PROJECTION: RECESSED 8 CENTIMETERS
 DK4148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4148+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK4148_ROD/PIPE-DEPTH:  4.3 meters
 DK4148
 DK4148  HISTORY     - Date     Condition        Report By
 DK4148  HISTORY     - 2007     MONUMENTED       MNDT
 DK4148
 DK4148                          STATION DESCRIPTION
 DK4148
 DK4148'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK4148'7.75 MILES SOUTHWEST OF THORHULT, 3.35 MILES WEST ALONG TRUNK HIGHWAY
 DK4148'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DK4148'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 86.0, 26.2 FEET NORTH OF
 DK4148'TRUNK HIGHWAY 1, 1.1 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4149 ***********************************************************************
 DK4149  DESIGNATION -  0401 R RESET
 DK4149  PID         -  DK4149
 DK4149  STATE/COUNTY-  MN/BELTRAMI
 DK4149  COUNTRY     -  US
 DK4149  USGS QUAD   -  GIMIWAN LAKE (1973)
 DK4149
 DK4149                         *CURRENT SURVEY CONTROL
 DK4149  ______________________________________________________________________
 DK4149* NAD 83(2007) POSITION- 48 07 18.02460(N) 095 17 54.76860(W)   ADJUSTED  
 DK4149* NAD 83(2007) ELLIP HT-   341.169 (meters)        (02/03/09)   ADJUSTED
 DK4149* NAD 83(2007) EPOCH   -  2002.00
 DK4149* NAVD 88 ORTHO HEIGHT -   369.0    (meters)    1211.    (feet) GPS OBS   
 DK4149  ______________________________________________________________________
 DK4149  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4149  GEOID HEIGHT    -        -27.86  (meters)                     GEOID03
 DK4149  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DK4149  NAD 83(2007) X  -   -393,934.286 (meters)                     COMP
 DK4149  NAD 83(2007) Y  - -4,247,653.956 (meters)                     COMP
 DK4149  NAD 83(2007) Z  -  4,726,172.378 (meters)                     COMP
 DK4149  LAPLACE CORR    -         -4.96  (seconds)                    DEFLEC09
 DK4149  HORZ ORDER      -  FIRST
 DK4149  ELLP ORDER      -  SECOND    CLASS I
 DK4149
 DK4149.The horizontal coordinates were established by GPS observations
 DK4149.and adjusted by the National Geodetic Survey in February 2009.
 DK4149
 DK4149.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4149.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4149
 DK4149.The horizontal coordinates are valid at the epoch date displayed above
 DK4149.which is a decimal equivalence of Year/Month/Day.
 DK4149
 DK4149.The orthometric height was determined by GPS observations and a
 DK4149.high-resolution geoid model.
 DK4149
 DK4149.Photographs are available for this station.
 DK4149
 DK4149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4149
 DK4149.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4149
 DK4149.The ellipsoidal height was determined by GPS observations
 DK4149.and is referenced to NAD 83.
 DK4149
 DK4149. The following values were computed from the NAD 83(2007) position.
 DK4149
 DK4149;                    North         East     Units Scale Factor Converg.
 DK4149;SPC MN N     -   282,615.909   636,354.759   MT  0.99991528   -1 37 46.6
 DK4149;SPC MN N     -   927,215.69  2,087,773.91   sFT  0.99991528   -1 37 46.6
 DK4149;UTM  15      - 5,332,379.183   328,947.246   MT  0.99995952   -1 42 42.6
 DK4149
 DK4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4149!SPC MN N     -   0.99994653  x   0.99991528  =   0.99986182
 DK4149!UTM  15      -   0.99994653  x   0.99995952  =   0.99990605
 DK4149
 DK4149                          SUPERSEDED SURVEY CONTROL
 DK4149
 DK4149  NAD 83(1996)-  48 07 18.02459(N)    095 17 54.76834(W) AD(       ) 1
 DK4149  ELLIP H (04/16/08)  341.164  (m)                       GP(       ) 2 1
 DK4149
 DK4149.Superseded values are not recommended for survey control.
 DK4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4149.See file dsdata.txt to determine how the superseded data were derived.
 DK4149
 DK4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2894732379(NAD 83)
 DK4149
 DK4149_MARKER: DD = SURVEY DISK
 DK4149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4149_STAMPING: 0401 R 2001 2007 RESET
 DK4149_MARK LOGO: MNDT  
 DK4149_PROJECTION: RECESSED 10 CENTIMETERS
 DK4149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4149+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DK4149_ROD/PIPE-DEPTH:  4.6 meters
 DK4149
 DK4149  HISTORY     - Date     Condition        Report By
 DK4149  HISTORY     - 2001     MONUMENTED       MNDT
 DK4149
 DK4149                          STATION DESCRIPTION
 DK4149
 DK4149'DESCRIBED BY MN DEPT OF TRANSP 2001
 DK4149'7.5 MILES SOUTH-SOUTHWEST OF THORHULT, 2.35 MILES WEST ALONG TRUNK
 DK4149'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7
 DK4149'MILES SOUTH OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 87.0, 26.3 FEET
 DK4149'NORTH OF TRUNK HIGHWAY 1, 1.1 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9763 ***********************************************************************
 DE9763  DESIGNATION -  0401 S
 DE9763  PID         -  DE9763
 DE9763  STATE/COUNTY-  MN/BELTRAMI
 DE9763  COUNTRY     -  US
 DE9763  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9763
 DE9763                         *CURRENT SURVEY CONTROL
 DE9763  ______________________________________________________________________
 DE9763* NAD 83(2007) POSITION- 48 07 17.69398(N) 095 16 31.67993(W)   ADJUSTED  
 DE9763* NAD 83(2007) ELLIP HT-   343.710 (meters)        (02/10/07)   ADJUSTED
 DE9763* NAD 83(2007) EPOCH   -  2002.00
 DE9763* NAVD 88 ORTHO HEIGHT -   371.605  (meters)    1219.17  (feet) ADJUSTED  
 DE9763  ______________________________________________________________________
 DE9763  NAD 83(2007) X  -   -392,224.046 (meters)                     COMP
 DE9763  NAD 83(2007) Y  - -4,247,821.559 (meters)                     COMP
 DE9763  NAD 83(2007) Z  -  4,726,167.453 (meters)                     COMP
 DE9763  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC09
 DE9763  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 DE9763  DYNAMIC HEIGHT  -        371.672 (meters)     1219.39  (feet) COMP
 DE9763  MODELED GRAVITY -    980,781.9   (mgal)                       NAVD 88
 DE9763
 DE9763  VERT ORDER      -  SECOND    CLASS I
 DE9763
 DE9763  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9763  Type                                         Horiz  Ellip  Dist(km)
 DE9763  -------------------------------------------------------------------
 DE9763  NETWORK                                       0.80   0.59
 DE9763  -------------------------------------------------------------------
 DE9763  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.76   0.55      3.30
 DE9763  -------------------------------------------------------------------
 DE9763  NOTE: Click here for information on individual local accuracy
 DE9763  values and other accuracy information.
 DE9763
 DE9763
 DE9763.The horizontal coordinates were established by GPS observations
 DE9763.and adjusted by the National Geodetic Survey in February 2007.
 DE9763
 DE9763.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9763.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9763
 DE9763.The horizontal coordinates are valid at the epoch date displayed above
 DE9763.which is a decimal equivalence of Year/Month/Day.
 DE9763
 DE9763.The orthometric height was determined by differential leveling and
 DE9763.adjusted in October 2007.
 DE9763
 DE9763.Photographs are available for this station.
 DE9763
 DE9763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9763
 DE9763.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9763
 DE9763.The ellipsoidal height was determined by GPS observations
 DE9763.and is referenced to NAD 83.
 DE9763
 DE9763.The dynamic height is computed by dividing the NAVD 88
 DE9763.geopotential number by the normal gravity value computed on the
 DE9763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9763.degrees latitude (g = 980.6199 gals.).
 DE9763
 DE9763.The modeled gravity was interpolated from observed gravity values.
 DE9763
 DE9763. The following values were computed from the NAD 83(2007) position.
 DE9763
 DE9763;                    North         East     Units Scale Factor Converg.
 DE9763;SPC MN N     -   282,557.097   638,071.951   MT  0.99991527   -1 36 45.0
 DE9763;SPC MN N     -   927,022.74  2,093,407.73   sFT  0.99991527   -1 36 45.0
 DE9763;UTM  15      - 5,332,317.905   330,664.423   MT  0.99995234   -1 41 40.7
 DE9763
 DE9763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9763!SPC MN N     -   0.99994613  x   0.99991527  =   0.99986141
 DE9763!UTM  15      -   0.99994613  x   0.99995234  =   0.99989848
 DE9763
 DE9763                          SUPERSEDED SURVEY CONTROL
 DE9763
 DE9763  NAD 83(1996)-  48 07 17.69396(N)    095 16 31.67962(W) AD(       ) 1
 DE9763  ELLIP H (01/24/03)  343.701  (m)                       GP(       ) 4 1
 DE9763  NAVD 88 (04/16/04)  371.626  (m)         1219.24   (f) SUPERSEDED  2 1
 DE9763  NAVD 88 (01/24/03)  371.60   (m)         1219.2    (f) LEVELING    3  
 DE9763
 DE9763.Superseded values are not recommended for survey control.
 DE9763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9763.See file dsdata.txt to determine how the superseded data were derived.
 DE9763
 DE9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3066432317(NAD 83)
 DE9763
 DE9763_MARKER: DD = SURVEY DISK
 DE9763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9763_STAMPING: 0401 S 2001
 DE9763_MARK LOGO: MNDT  
 DE9763_PROJECTION: FLUSH
 DE9763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9763+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DE9763_ROD/PIPE-DEPTH:  6.1 meters
 DE9763
 DE9763  HISTORY     - Date     Condition        Report By
 DE9763  HISTORY     - 2001     MONUMENTED       MNDT
 DE9763  HISTORY     - 20010907 GOOD             MNDT
 DE9763  HISTORY     - 20080114 GOOD             MNDT
 DE9763  HISTORY     - 20080922 GOOD             MNDT
 DE9763
 DE9763                          STATION DESCRIPTION
 DE9763
 DE9763'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9763'7 MI (11.3 KM) SOUTH OF THORHULT, 1.3 MI (2.1 KM) WEST ALONG TH 1 FROM
 DE9763'JCT OF TH 89, AT TH 1 MP 88.05, 25.8 FT (7.9 M) NORTH OF TH 1, 245.5
 DE9763'FT (74.8 M) ENE OF MILEPOST 88, 1.1 FT (0.3 M) SOUTH OF WIT POST.
 DE9763
 DE9763                          STATION RECOVERY (2001)
 DE9763
 DE9763'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9763'THE MARK IS 7 MI (11.3 KM) SOUTH OF THORHULT, 1.3 MI (2.1 KM) WEST
 DE9763'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9763'AT TH 1 MP 88.05, 25.8 FT (7.9 M) NORTH OF TH 1, 245.5 FT (74.8 M) ENE
 DE9763'OF MILEPOST 88, 1.1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9763'SUITABLE FOR GPS.
 DE9763
 DE9763                          STATION RECOVERY (2008)
 DE9763
 DE9763'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DE9763'7.0 MILES SOUTH OF THORHULT, 1.3 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9763'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH OF
 DE9763'THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 88.05, 25.8 FEET NORTH OF
 DE9763'TRUNK HIGHWAY 1, 245.5 FEET EAST-NORTHEAST OF TRUNK HIGHWAY 1 MILEPOST
 DE9763'88, 1.1 FEET SOUTH OF WITNESS POST.
 DE9763
 DE9763                          STATION RECOVERY (2008)
 DE9763
 DE9763'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 DE9763'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF FOUR
 DE9763'TOWN, 9.9 MI (15.9 KM) SOUTHEAST OF JELLE AND 7.6 MI (12.2 KM) SOUTH
 DE9763'OF THORHULT.
 DE9763' 
 DE9763'TO REACH TO THE MARK GO 7.0 MI (11.3 KM) SOUTH OF THORHULT, 1.3 MI
 DE9763'(2.1 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE9763'1 AND TRUNK HIGHWAY 89 AT TRUNK HIGHWAY 1 MILE POINT 88.05, 25.8 FT
 DE9763'(7.9 M) NORTH OF TRUNK HIGHWAY 1, 245.5 FT (74.8 M) EAST-NORTHEAST OF
 DE9763'TRUNK HIGHWAY 1 MILEPOST 88, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9757 ***********************************************************************
 DE9757  DESIGNATION -  0402 A
 DE9757  PID         -  DE9757
 DE9757  STATE/COUNTY-  MN/BELTRAMI
 DE9757  COUNTRY     -  US
 DE9757  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9757
 DE9757                         *CURRENT SURVEY CONTROL
 DE9757  ______________________________________________________________________
 DE9757* NAD 83(2007) POSITION- 48 01 20.69685(N) 095 16 51.49107(W)   ADJUSTED  
 DE9757* NAD 83(2007) ELLIP HT-   344.295 (meters)        (02/10/07)   ADJUSTED
 DE9757* NAD 83(2007) EPOCH   -  2002.00
 DE9757* NAVD 88 ORTHO HEIGHT -   372.221  (meters)    1221.20  (feet) ADJUSTED  
 DE9757  ______________________________________________________________________
 DE9757  NAD 83(2007) X  -   -393,387.161 (meters)                     COMP
 DE9757  NAD 83(2007) Y  - -4,255,953.370 (meters)                     COMP
 DE9757  NAD 83(2007) Z  -  4,718,799.676 (meters)                     COMP
 DE9757  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 DE9757  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DE9757  DYNAMIC HEIGHT  -        372.284 (meters)     1221.40  (feet) COMP
 DE9757  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 DE9757
 DE9757  VERT ORDER      -  SECOND    CLASS I
 DE9757
 DE9757  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9757  Type                                         Horiz  Ellip  Dist(km)
 DE9757  -------------------------------------------------------------------
 DE9757  NETWORK                                       1.26   0.90
 DE9757  -------------------------------------------------------------------
 DE9757  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.18   0.76      2.72
 DE9757  -------------------------------------------------------------------
 DE9757  NOTE: Click here for information on individual local accuracy
 DE9757  values and other accuracy information.
 DE9757
 DE9757
 DE9757.The horizontal coordinates were established by GPS observations
 DE9757.and adjusted by the National Geodetic Survey in February 2007.
 DE9757
 DE9757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9757.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9757
 DE9757.The horizontal coordinates are valid at the epoch date displayed above
 DE9757.which is a decimal equivalence of Year/Month/Day.
 DE9757
 DE9757.The orthometric height was determined by differential leveling and
 DE9757.adjusted in October 2007.
 DE9757
 DE9757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9757
 DE9757.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9757
 DE9757.The ellipsoidal height was determined by GPS observations
 DE9757.and is referenced to NAD 83.
 DE9757
 DE9757.The dynamic height is computed by dividing the NAVD 88
 DE9757.geopotential number by the normal gravity value computed on the
 DE9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9757.degrees latitude (g = 980.6199 gals.).
 DE9757
 DE9757.The modeled gravity was interpolated from observed gravity values.
 DE9757
 DE9757. The following values were computed from the NAD 83(2007) position.
 DE9757
 DE9757;                    North         East     Units Scale Factor Converg.
 DE9757;SPC MN N     -   271,547.580   637,351.407   MT  0.99990813   -1 36 59.7
 DE9757;SPC MN N     -   890,902.35  2,091,043.74   sFT  0.99990813   -1 36 59.7
 DE9757;UTM  15      - 5,321,308.949   329,928.317   MT  0.99995542   -1 41 45.9
 DE9757
 DE9757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9757!SPC MN N     -   0.99994604  x   0.99990813  =   0.99985418
 DE9757!UTM  15      -   0.99994604  x   0.99995542  =   0.99990146
 DE9757
 DE9757:                Primary Azimuth Mark                     Grid Az
 DE9757:SPC MN N     -  0402 B                                   023 28 25.3
 DE9757:UTM  15      -  0402 B                                   023 33 11.5
 DE9757
 DE9757|---------------------------------------------------------------------|
 DE9757| PID    Reference Object                     Distance      Geod. Az  |
 DE9757|                                                           dddmmss.s |
 DE9757| DE9758 0402 B                              APPROX. 1.5 KM 0215125.6 |
 DE9757|---------------------------------------------------------------------|
 DE9757
 DE9757                          SUPERSEDED SURVEY CONTROL
 DE9757
 DE9757  NAD 83(1996)-  48 01 20.69687(N)    095 16 51.49090(W) AD(       ) 1
 DE9757  ELLIP H (01/24/03)  344.286  (m)                       GP(       ) 4 1
 DE9757  NAVD 88 (04/16/04)  372.249  (m)         1221.29   (f) SUPERSEDED  2 1
 DE9757  NAVD 88 (01/24/03)  372.22   (m)         1221.2    (f) LEVELING    3  
 DE9757
 DE9757.Superseded values are not recommended for survey control.
 DE9757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9757.See file dsdata.txt to determine how the superseded data were derived.
 DE9757
 DE9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2992821308(NAD 83)
 DE9757
 DE9757_MARKER: DD = SURVEY DISK
 DE9757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9757_STAMPING: 0402 A 2001
 DE9757_MARK LOGO: MNDT  
 DE9757_PROJECTION: FLUSH
 DE9757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9757+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE9757_ROD/PIPE-DEPTH:  6.1 meters
 DE9757
 DE9757  HISTORY     - Date     Condition        Report By
 DE9757  HISTORY     - 2001     MONUMENTED       MNDT
 DE9757  HISTORY     - 20010720 GOOD             MNDT
 DE9757
 DE9757                          STATION DESCRIPTION
 DE9757
 DE9757'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9757'14 MI (22.5 KM) SOUTH OF THORHULT, 7.1 MI (11.4 KM) SOUTH ALONG TH 1
 DE9757'FROM NORTH JCT OF TH 89, AT TH 1 MP 96.45, 65.8 FT (20.1 M) SW OF TH
 DE9757'1, 201 FT (61.3 M) SE OF ENTRANCE, 0.2 MI (0.3 KM) NW OF COUNTY LINE,
 DE9757'1.5 FT (0.5 M) NE OF WIT POST.
 DE9757
 DE9757                          STATION RECOVERY (2001)
 DE9757
 DE9757'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9757'THE MARK IS 14 MI (22.5 KM) SOUTH OF THORHULT, 7.1 MI (11.4 KM) SOUTH
 DE9757'ALONG TH 1 FROM NORHT JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT)
 DE9757'0.2 MI (0.3 KM) NW OF COUNTY LINE, AT TH 1 MP 96.45, 65.8 FT (20.1 M)
 DE9757'SW OF TH 1, 201 FT (61.3 M) SE OF ENT, 1.5 FT (0.5 M) NE OF WIT POST,
 DE9757'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9758 ***********************************************************************
 DE9758  DESIGNATION -  0402 B
 DE9758  PID         -  DE9758
 DE9758  STATE/COUNTY-  MN/BELTRAMI
 DE9758  COUNTRY     -  US
 DE9758  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9758
 DE9758                         *CURRENT SURVEY CONTROL
 DE9758  ______________________________________________________________________
 DE9758* NAD 83(2007) POSITION- 48 02 04.60901(N) 095 16 25.22774(W)   ADJUSTED  
 DE9758* NAD 83(2007) ELLIP HT-   350.278 (meters)        (02/10/07)   ADJUSTED
 DE9758* NAD 83(2007) EPOCH   -  2002.00
 DE9758* NAVD 88 ORTHO HEIGHT -   378.213  (meters)    1240.85  (feet) ADJUSTED  
 DE9758  ______________________________________________________________________
 DE9758  NAD 83(2007) X  -   -392,752.935 (meters)                     COMP
 DE9758  NAD 83(2007) Y  - -4,255,003.254 (meters)                     COMP
 DE9758  NAD 83(2007) Z  -  4,719,711.205 (meters)                     COMP
 DE9758  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC09
 DE9758  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DE9758  DYNAMIC HEIGHT  -        378.278 (meters)     1241.07  (feet) COMP
 DE9758  MODELED GRAVITY -    980,772.1   (mgal)                       NAVD 88
 DE9758
 DE9758  VERT ORDER      -  SECOND    CLASS I
 DE9758
 DE9758  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9758  Type                                         Horiz  Ellip  Dist(km)
 DE9758  -------------------------------------------------------------------
 DE9758  NETWORK                                       1.28   0.92
 DE9758  -------------------------------------------------------------------
 DE9758  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.23   0.80      2.69
 DE9758  -------------------------------------------------------------------
 DE9758  NOTE: Click here for information on individual local accuracy
 DE9758  values and other accuracy information.
 DE9758
 DE9758
 DE9758.The horizontal coordinates were established by GPS observations
 DE9758.and adjusted by the National Geodetic Survey in February 2007.
 DE9758
 DE9758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9758.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9758
 DE9758.The horizontal coordinates are valid at the epoch date displayed above
 DE9758.which is a decimal equivalence of Year/Month/Day.
 DE9758
 DE9758.The orthometric height was determined by differential leveling and
 DE9758.adjusted in October 2007.
 DE9758
 DE9758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9758
 DE9758.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9758
 DE9758.The ellipsoidal height was determined by GPS observations
 DE9758.and is referenced to NAD 83.
 DE9758
 DE9758.The dynamic height is computed by dividing the NAVD 88
 DE9758.geopotential number by the normal gravity value computed on the
 DE9758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9758.degrees latitude (g = 980.6199 gals.).
 DE9758
 DE9758.The modeled gravity was interpolated from observed gravity values.
 DE9758
 DE9758. The following values were computed from the NAD 83(2007) position.
 DE9758
 DE9758;                    North         East     Units Scale Factor Converg.
 DE9758;SPC MN N     -   272,887.881   637,933.455   MT  0.99990885   -1 36 40.2
 DE9758;SPC MN N     -   895,299.66  2,092,953.34   sFT  0.99990885   -1 36 40.2
 DE9758;UTM  15      - 5,322,648.501   330,512.255   MT  0.99995298   -1 41 27.6
 DE9758
 DE9758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9758!SPC MN N     -   0.99994510  x   0.99990885  =   0.99985396
 DE9758!UTM  15      -   0.99994510  x   0.99995298  =   0.99989809
 DE9758
 DE9758:                Primary Azimuth Mark                     Grid Az
 DE9758:SPC MN N     -  0402 C                                   025 37 36.4
 DE9758:UTM  15      -  0402 C                                   025 42 23.8
 DE9758
 DE9758|---------------------------------------------------------------------|
 DE9758| PID    Reference Object                     Distance      Geod. Az  |
 DE9758|                                                           dddmmss.s |
 DE9758| DE9759 0402 C                              APPROX. 1.3 KM 0240056.2 |
 DE9758|---------------------------------------------------------------------|
 DE9758
 DE9758                          SUPERSEDED SURVEY CONTROL
 DE9758
 DE9758  NAD 83(1996)-  48 02 04.60904(N)    095 16 25.22755(W) AD(       ) 1
 DE9758  ELLIP H (01/24/03)  350.269  (m)                       GP(       ) 4 1
 DE9758  NAVD 88 (04/16/04)  378.241  (m)         1240.95   (f) SUPERSEDED  2 1
 DE9758  NAVD 88 (01/24/03)  378.21   (m)         1240.8    (f) LEVELING    3  
 DE9758
 DE9758.Superseded values are not recommended for survey control.
 DE9758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9758.See file dsdata.txt to determine how the superseded data were derived.
 DE9758
 DE9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3051222648(NAD 83)
 DE9758
 DE9758_MARKER: DD = SURVEY DISK
 DE9758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9758_STAMPING: 0402 B 2001
 DE9758_MARK LOGO: MNDT  
 DE9758_PROJECTION: FLUSH
 DE9758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9758+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE9758_ROD/PIPE-DEPTH:  3.0 meters
 DE9758
 DE9758  HISTORY     - Date     Condition        Report By
 DE9758  HISTORY     - 2001     MONUMENTED       MNDT
 DE9758  HISTORY     - 20010720 GOOD             MNDT
 DE9758
 DE9758                          STATION DESCRIPTION
 DE9758
 DE9758'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9758'13 MI (20.9 KM) SOUTH OF THORHULT, 6.2 MI (10.0 KM) SOUTH ALONG TH 1
 DE9758'FROM JCT OF TH 89, AT TH 1 MP 95.55, 45.3 FT (13.8 M) WEST OF TH 1,
 DE9758'8.2 FT (2.5 M) NORTH OF ENT, 1.3 FT (0.4 M) EAST OF WIT POST.
 DE9758
 DE9758                          STATION RECOVERY (2001)
 DE9758
 DE9758'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9758'THE MARK IS 13 MI (20.9 KM) SOUTH OF THORHULT, 6.2 MI (10.0 KM) SOUTH
 DE9758'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9758'AT TH 1 MP 95.55, 45.3 FT (13.8 M) WEST OF TH 1, 8.2 FT (2.5 M) NORTH
 DE9758'OF ENT, 1.3 FT (0.4 M) EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE
 DE9758'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9759 ***********************************************************************
 DE9759  DESIGNATION -  0402 C
 DE9759  PID         -  DE9759
 DE9759  STATE/COUNTY-  MN/BELTRAMI
 DE9759  COUNTRY     -  US
 DE9759  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9759
 DE9759                         *CURRENT SURVEY CONTROL
 DE9759  ______________________________________________________________________
 DE9759* NAD 83(2007) POSITION- 48 02 41.70148(N) 095 16 00.58117(W)   ADJUSTED  
 DE9759* NAD 83(2007) ELLIP HT-   356.609 (meters)        (02/10/07)   ADJUSTED
 DE9759* NAD 83(2007) EPOCH   -  2002.00
 DE9759* NAVD 88 ORTHO HEIGHT -   384.547  (meters)    1261.63  (feet) ADJUSTED  
 DE9759  ______________________________________________________________________
 DE9759  NAD 83(2007) X  -   -392,166.685 (meters)                     COMP
 DE9759  NAD 83(2007) Y  - -4,254,206.000 (meters)                     COMP
 DE9759  NAD 83(2007) Z  -  4,720,481.956 (meters)                     COMP
 DE9759  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC09
 DE9759  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DE9759  DYNAMIC HEIGHT  -        384.614 (meters)     1261.85  (feet) COMP
 DE9759  MODELED GRAVITY -    980,772.8   (mgal)                       NAVD 88
 DE9759
 DE9759  VERT ORDER      -  SECOND    CLASS I
 DE9759
 DE9759  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9759  Type                                         Horiz  Ellip  Dist(km)
 DE9759  -------------------------------------------------------------------
 DE9759  NETWORK                                       1.30   0.96
 DE9759  -------------------------------------------------------------------
 DE9759  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.13   0.78      2.72
 DE9759  -------------------------------------------------------------------
 DE9759  NOTE: Click here for information on individual local accuracy
 DE9759  values and other accuracy information.
 DE9759
 DE9759
 DE9759.The horizontal coordinates were established by GPS observations
 DE9759.and adjusted by the National Geodetic Survey in February 2007.
 DE9759
 DE9759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9759.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9759
 DE9759.The horizontal coordinates are valid at the epoch date displayed above
 DE9759.which is a decimal equivalence of Year/Month/Day.
 DE9759
 DE9759.The orthometric height was determined by differential leveling and
 DE9759.adjusted in October 2007.
 DE9759
 DE9759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9759
 DE9759.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9759
 DE9759.The ellipsoidal height was determined by GPS observations
 DE9759.and is referenced to NAD 83.
 DE9759
 DE9759.The dynamic height is computed by dividing the NAVD 88
 DE9759.geopotential number by the normal gravity value computed on the
 DE9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9759.degrees latitude (g = 980.6199 gals.).
 DE9759
 DE9759.The modeled gravity was interpolated from observed gravity values.
 DE9759
 DE9759. The following values were computed from the NAD 83(2007) position.
 DE9759
 DE9759;                    North         East     Units Scale Factor Converg.
 DE9759;SPC MN N     -   274,018.649   638,475.878   MT  0.99990949   -1 36 21.9
 DE9759;SPC MN N     -   899,009.52  2,094,732.94   sFT  0.99990949   -1 36 21.9
 DE9759;UTM  15      - 5,323,778.559   331,056.279   MT  0.99995072   -1 41 10.2
 DE9759
 DE9759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9759!SPC MN N     -   0.99994411  x   0.99990949  =   0.99985361
 DE9759!UTM  15      -   0.99994411  x   0.99995072  =   0.99989483
 DE9759
 DE9759:                Primary Azimuth Mark                     Grid Az
 DE9759:SPC MN N     -  0402 B                                   205 37 36.4
 DE9759:UTM  15      -  0402 B                                   205 42 24.7
 DE9759
 DE9759|---------------------------------------------------------------------|
 DE9759| PID    Reference Object                     Distance      Geod. Az  |
 DE9759|                                                           dddmmss.s |
 DE9759| DE9758 0402 B                              APPROX. 1.3 KM 2040114.5 |
 DE9759|---------------------------------------------------------------------|
 DE9759
 DE9759                          SUPERSEDED SURVEY CONTROL
 DE9759
 DE9759  NAD 83(1996)-  48 02 41.70145(N)    095 16 00.58098(W) AD(       ) 1
 DE9759  ELLIP H (01/24/03)  356.602  (m)                       GP(       ) 4 1
 DE9759  NAVD 88 (04/16/04)  384.574  (m)         1261.72   (f) SUPERSEDED  2 1
 DE9759  NAVD 88 (01/24/03)  384.55   (m)         1261.6    (f) LEVELING    3  
 DE9759
 DE9759.Superseded values are not recommended for survey control.
 DE9759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9759.See file dsdata.txt to determine how the superseded data were derived.
 DE9759
 DE9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3105623778(NAD 83)
 DE9759
 DE9759_MARKER: DD = SURVEY DISK
 DE9759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9759_STAMPING: 0402 C 2001
 DE9759_MARK LOGO: MNDT  
 DE9759_PROJECTION: RECESSED 3 CENTIMETERS
 DE9759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9759+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE9759_ROD/PIPE-DEPTH: 10.1 meters
 DE9759
 DE9759  HISTORY     - Date     Condition        Report By
 DE9759  HISTORY     - 2001     MONUMENTED       MNDT
 DE9759  HISTORY     - 20010720 GOOD             MNDT
 DE9759
 DE9759                          STATION DESCRIPTION
 DE9759
 DE9759'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9759'12.5 MI (20.1 KM) SOUTH OF THORHULT, 5.45 MI (8.77 KM) SOUTH ALONG TH
 DE9759'1 FROM JCT OF TH 89, AT TH 1 MP 94.8, 46.6 FT (14.2 M) EAST OF TH 1,
 DE9759'138.8 FT (42.3 M) NORTH OF ENT, 1.1 FT (0.3 M) WEST OF WIT POST.
 DE9759
 DE9759                          STATION RECOVERY (2001)
 DE9759
 DE9759'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9759'THE MARK IS 12.5 MI (20.1 KM) SOUTH OF THORHULT, 5.45 MI (8.77 KM)
 DE9759'SOUTH ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF
 DE9759'THORHULT), AT TH 1 MP 94.8, 46.6 FT (14.2 M) EAST OF TH 1, 138.8 FT
 DE9759'(42.3 M) NORTH OF ENT, 1.1 FT (0.3 M) WEST OF WIT POST, RECESSED 1
 DE9759'INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9760 ***********************************************************************
 DE9760  DESIGNATION -  0402 D
 DE9760  PID         -  DE9760
 DE9760  STATE/COUNTY-  MN/BELTRAMI
 DE9760  COUNTRY     -  US
 DE9760  USGS QUAD   -  MOSQUITO CREEK (1973)
 DE9760
 DE9760                         *CURRENT SURVEY CONTROL
 DE9760  ______________________________________________________________________
 DE9760* NAD 83(2007) POSITION- 48 04 42.53795(N) 095 14 58.97874(W)   ADJUSTED  
 DE9760* NAD 83(2007) ELLIP HT-   357.448 (meters)        (02/10/07)   ADJUSTED
 DE9760* NAD 83(2007) EPOCH   -  2002.00
 DE9760* NAVD 88 ORTHO HEIGHT -   385.395  (meters)    1264.42  (feet) ADJUSTED  
 DE9760  ______________________________________________________________________
 DE9760  NAD 83(2007) X  -   -390,642.137 (meters)                     COMP
 DE9760  NAD 83(2007) Y  - -4,251,558.715 (meters)                     COMP
 DE9760  NAD 83(2007) Z  -  4,722,977.074 (meters)                     COMP
 DE9760  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC09
 DE9760  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DE9760  DYNAMIC HEIGHT  -        385.463 (meters)     1264.64  (feet) COMP
 DE9760  MODELED GRAVITY -    980,775.0   (mgal)                       NAVD 88
 DE9760
 DE9760  VERT ORDER      -  SECOND    CLASS I
 DE9760
 DE9760  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9760  Type                                         Horiz  Ellip  Dist(km)
 DE9760  -------------------------------------------------------------------
 DE9760  NETWORK                                       1.00   0.84
 DE9760  -------------------------------------------------------------------
 DE9760  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.94   0.74      3.45
 DE9760  -------------------------------------------------------------------
 DE9760  NOTE: Click here for information on individual local accuracy
 DE9760  values and other accuracy information.
 DE9760
 DE9760
 DE9760.The horizontal coordinates were established by GPS observations
 DE9760.and adjusted by the National Geodetic Survey in February 2007.
 DE9760
 DE9760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9760.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9760
 DE9760.The horizontal coordinates are valid at the epoch date displayed above
 DE9760.which is a decimal equivalence of Year/Month/Day.
 DE9760
 DE9760.The orthometric height was determined by differential leveling and
 DE9760.adjusted in October 2007.
 DE9760
 DE9760.Photographs are available for this station.
 DE9760
 DE9760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9760
 DE9760.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9760
 DE9760.The ellipsoidal height was determined by GPS observations
 DE9760.and is referenced to NAD 83.
 DE9760
 DE9760.The dynamic height is computed by dividing the NAVD 88
 DE9760.geopotential number by the normal gravity value computed on the
 DE9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9760.degrees latitude (g = 980.6199 gals.).
 DE9760
 DE9760.The modeled gravity was interpolated from observed gravity values.
 DE9760
 DE9760. The following values were computed from the NAD 83(2007) position.
 DE9760
 DE9760;                    North         East     Units Scale Factor Converg.
 DE9760;SPC MN N     -   277,713.477   639,854.901   MT  0.99991180   -1 35 36.3
 DE9760;SPC MN N     -   911,131.63  2,099,257.29   sFT  0.99991180   -1 35 36.3
 DE9760;UTM  15      - 5,327,471.583   332,440.542   MT  0.99994499   -1 40 27.5
 DE9760
 DE9760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9760!SPC MN N     -   0.99994398  x   0.99991180  =   0.99985579
 DE9760!UTM  15      -   0.99994398  x   0.99994499  =   0.99988897
 DE9760
 DE9760:                Primary Azimuth Mark                     Grid Az
 DE9760:SPC MN N     -  0402 E RESET                             007 17 37.8
 DE9760:UTM  15      -  0402 E RESET                             007 22 29.0
 DE9760
 DE9760|---------------------------------------------------------------------|
 DE9760| PID    Reference Object                     Distance      Geod. Az  |
 DE9760|                                                           dddmmss.s |
 DE9760| DK3899 0402 E RESET                        APPROX. 1.6 KM 0054201.5 |
 DE9760|---------------------------------------------------------------------|
 DE9760
 DE9760                          SUPERSEDED SURVEY CONTROL
 DE9760
 DE9760  NAD 83(1996)-  48 04 42.53782(N)    095 14 58.97847(W) AD(       ) 1
 DE9760  ELLIP H (01/24/03)  357.439  (m)                       GP(       ) 4 1
 DE9760  NAVD 88 (04/16/04)  385.420  (m)         1264.50   (f) SUPERSEDED  2 1
 DE9760  NAVD 88 (01/24/03)  385.39   (m)         1264.4    (f) LEVELING    3  
 DE9760
 DE9760.Superseded values are not recommended for survey control.
 DE9760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9760.See file dsdata.txt to determine how the superseded data were derived.
 DE9760
 DE9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3244027471(NAD 83)
 DE9760
 DE9760_MARKER: DD = SURVEY DISK
 DE9760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9760_STAMPING: 0402 D 2001
 DE9760_MARK LOGO: MNDT  
 DE9760_PROJECTION: RECESSED 3 CENTIMETERS
 DE9760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9760+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DE9760_ROD/PIPE-DEPTH:  6.1 meters
 DE9760
 DE9760  HISTORY     - Date     Condition        Report By
 DE9760  HISTORY     - 2001     MONUMENTED       MNDT
 DE9760  HISTORY     - 20010726 GOOD             MNDT
 DE9760  HISTORY     - 20070104 GOOD             MNDT
 DE9760
 DE9760                          STATION DESCRIPTION
 DE9760
 DE9760'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9760'10 MI (16.1 KM) SOUTH OF THORHULT, 3 MI (4.8 KM) SOUTH ALONG TH 1 FROM
 DE9760'JCT OF TH 89, AT TH 1 MP 92.35, 41.5 FT (12.6 M) EAST OF TH 1, 23.5 FT
 DE9760'(7.2 M) SOUTH OF ENT, 1.4 FT (0.4 M) WEST OF WIT POST.
 DE9760
 DE9760                          STATION RECOVERY (2001)
 DE9760
 DE9760'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9760'THE MARK IS 10 MI (16.1 KM) SOUTH OF THORHULT, 3.0 MI (4.8 KM) SOUTH
 DE9760'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9760'AT TH 1 MP 92.35, 41.5 FT (12.6 M) EAST OF TH 1, 23.5 FT (7.2 M) SOUTH
 DE9760'OF ENT, 1.4 FT (0.4 M) WEST OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DE9760'AND SUITABLE FOR GPS.
 DE9760
 DE9760                          STATION RECOVERY (2007)
 DE9760
 DE9760'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9760'10 MILES SOUTH OF THORHULT, 3 MILES SOUTH ALONG TRUNK HIGHWAY 1 FROM
 DE9760'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH OF
 DE9760'THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 92.35, 41.5 FEET EAST OF TRUNK
 DE9760'HIGHWAY 1, 23.5 FEET SOUTH OF ENTRANCE, 1.4 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9761 ***********************************************************************
 DE9761  DESIGNATION -  0402 E
 DE9761  PID         -  DE9761
 DE9761  STATE/COUNTY-  MN/BELTRAMI
 DE9761  COUNTRY     -  US
 DE9761  USGS QUAD   -  MOSQUITO CREEK (1973)
 DE9761
 DE9761                         *CURRENT SURVEY CONTROL
 DE9761  ______________________________________________________________________
 DE9761* NAD 83(2007) POSITION- 48 05 33.73440(N) 095 14 51.35067(W)   ADJUSTED  
 DE9761* NAD 83(2007) ELLIP HT-   357.878 (meters)        (02/10/07)   ADJUSTED
 DE9761* NAD 83(2007) EPOCH   -  2002.00
 DE9761* NAVD 88 ORTHO HEIGHT -   385.819  (meters)    1265.81  (feet) ADJUSTED  
 DE9761  ______________________________________________________________________
 DE9761  NAD 83(2007) X  -   -390,377.305 (meters)                     COMP
 DE9761  NAD 83(2007) Y  - -4,250,401.606 (meters)                     COMP
 DE9761  NAD 83(2007) Z  -  4,724,033.784 (meters)                     COMP
 DE9761  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC09
 DE9761  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DE9761  DYNAMIC HEIGHT  -        385.887 (meters)     1266.03  (feet) COMP
 DE9761  MODELED GRAVITY -    980,776.7   (mgal)                       NAVD 88
 DE9761
 DE9761  VERT ORDER      -  SECOND    CLASS I
 DE9761
 DE9761  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9761  Type                                         Horiz  Ellip  Dist(km)
 DE9761  -------------------------------------------------------------------
 DE9761  NETWORK                                       0.96   0.82
 DE9761  -------------------------------------------------------------------
 DE9761  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.89   0.73      3.18
 DE9761  -------------------------------------------------------------------
 DE9761  NOTE: Click here for information on individual local accuracy
 DE9761  values and other accuracy information.
 DE9761
 DE9761
 DE9761.The horizontal coordinates were established by GPS observations
 DE9761.and adjusted by the National Geodetic Survey in February 2007.
 DE9761
 DE9761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9761.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9761
 DE9761.The horizontal coordinates are valid at the epoch date displayed above
 DE9761.which is a decimal equivalence of Year/Month/Day.
 DE9761
 DE9761.The orthometric height was determined by differential leveling and
 DE9761.adjusted in October 2007.
 DE9761
 DE9761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9761
 DE9761.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9761
 DE9761.The ellipsoidal height was determined by GPS observations
 DE9761.and is referenced to NAD 83.
 DE9761
 DE9761.The dynamic height is computed by dividing the NAVD 88
 DE9761.geopotential number by the normal gravity value computed on the
 DE9761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9761.degrees latitude (g = 980.6199 gals.).
 DE9761
 DE9761.The modeled gravity was interpolated from observed gravity values.
 DE9761
 DE9761. The following values were computed from the NAD 83(2007) position.
 DE9761
 DE9761;                    North         East     Units Scale Factor Converg.
 DE9761;SPC MN N     -   279,289.628   640,056.634   MT  0.99991288   -1 35 30.6
 DE9761;SPC MN N     -   916,302.72  2,099,919.14   sFT  0.99991288   -1 35 30.6
 DE9761;UTM  15      - 5,329,047.498   332,644.512   MT  0.99994415   -1 40 23.2
 DE9761
 DE9761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9761!SPC MN N     -   0.99994391  x   0.99991288  =   0.99985680
 DE9761!UTM  15      -   0.99994391  x   0.99994415  =   0.99988807
 DE9761
 DE9761:                Primary Azimuth Mark                     Grid Az
 DE9761:SPC MN N     -  0402 D                                   187 17 37.2
 DE9761:UTM  15      -  0402 D                                   187 22 29.8
 DE9761
 DE9761|---------------------------------------------------------------------|
 DE9761| PID    Reference Object                     Distance      Geod. Az  |
 DE9761|                                                           dddmmss.s |
 DE9761| DE9760 0402 D                              APPROX. 1.6 KM 1854206.6 |
 DE9761|---------------------------------------------------------------------|
 DE9761
 DE9761                          SUPERSEDED SURVEY CONTROL
 DE9761
 DE9761  NAD 83(1996)-  48 05 33.73428(N)    095 14 51.35036(W) AD(       ) 1
 DE9761  ELLIP H (01/24/03)  357.872  (m)                       GP(       ) 4 1
 DE9761  NAVD 88 (04/16/04)  385.843  (m)         1265.89   (f) SUPERSEDED  2 1
 DE9761  NAVD 88 (01/24/03)  385.82   (m)         1265.8    (f) LEVELING    3  
 DE9761
 DE9761.Superseded values are not recommended for survey control.
 DE9761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9761.See file dsdata.txt to determine how the superseded data were derived.
 DE9761
 DE9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3264429047(NAD 83)
 DE9761
 DE9761_MARKER: DD = SURVEY DISK
 DE9761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9761_STAMPING: 0402 E 2001
 DE9761_MARK LOGO: MNDT  
 DE9761_PROJECTION: RECESSED 3 CENTIMETERS
 DE9761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9761+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 DE9761_ROD/PIPE-DEPTH: 15.2 meters
 DE9761
 DE9761  HISTORY     - Date     Condition        Report By
 DE9761  HISTORY     - 2001     MONUMENTED       MNDT
 DE9761  HISTORY     - 20010726 GOOD             MNDT
 DE9761
 DE9761                          STATION DESCRIPTION
 DE9761
 DE9761'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9761'THE MARK IS 9 MI (14.5 KM) SOUTH OF THURHULT, 2 MI (3.2 KM) SOUTH ON
 DE9761'TH 1 FROM NORTH JCT OF TH 89, AT TH 1 MP 91.35, 47.6 FT (14.5 M) EAST
 DE9761'OF TH 1, 134.5 FT (41.0 M) NORTH OF ROAD, 1.1 FT (0.3 M) WEST OF WIT
 DE9761'POST.
 DE9761
 DE9761                          STATION RECOVERY (2001)
 DE9761
 DE9761'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9761'THE MARK IS 9 MI (14.5 KM) SOUTH OF THORHULT, 2.0 MI (3.2 KM) SOUTH
 DE9761'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT),
 DE9761'AT TH 1 MP 91.35, 47.6 FT (14.5 M) EAST OF TH 1, 134.5 FT (41.0 M)
 DE9761'NORTH OF RD, 1.1 FT (0.3 M) WEST OF WIT POST, MAGNETIC, RECESSED 1
 DE9761'INCH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3899 ***********************************************************************
 DK3899  DESIGNATION -  0402 E RESET
 DK3899  PID         -  DK3899
 DK3899  STATE/COUNTY-  MN/BELTRAMI
 DK3899  COUNTRY     -  US
 DK3899  USGS QUAD   -  MOSQUITO CREEK (1973)
 DK3899
 DK3899                         *CURRENT SURVEY CONTROL
 DK3899  ______________________________________________________________________
 DK3899* NAD 83(2007) POSITION- 48 05 33.73453(N) 095 14 51.35042(W)   ADJUSTED  
 DK3899* NAD 83(2007) ELLIP HT-   357.866 (meters)        (02/07/08)   ADJUSTED
 DK3899* NAD 83(2007) EPOCH   -  2002.00
 DK3899* NAVD 88 ORTHO HEIGHT -   385.8    (meters)    1266.    (feet) GPS OBS   
 DK3899  ______________________________________________________________________
 DK3899  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK3899  GEOID HEIGHT    -        -27.95  (meters)                     GEOID03
 DK3899  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DK3899  NAD 83(2007) X  -   -390,377.299 (meters)                     COMP
 DK3899  NAD 83(2007) Y  - -4,250,401.596 (meters)                     COMP
 DK3899  NAD 83(2007) Z  -  4,724,033.778 (meters)                     COMP
 DK3899  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC09
 DK3899  HORZ ORDER      -  FIRST
 DK3899  ELLP ORDER      -  THIRD     CLASS I
 DK3899
 DK3899.The horizontal coordinates were established by GPS observations
 DK3899.and adjusted by the National Geodetic Survey in February 2008.
 DK3899
 DK3899.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3899.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3899
 DK3899.The horizontal coordinates are valid at the epoch date displayed above
 DK3899.which is a decimal equivalence of Year/Month/Day.
 DK3899
 DK3899.The orthometric height was determined by GPS observations and a
 DK3899.high-resolution geoid model.
 DK3899
 DK3899.Photographs are available for this station.
 DK3899
 DK3899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3899
 DK3899.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3899
 DK3899.The ellipsoidal height was determined by GPS observations
 DK3899.and is referenced to NAD 83.
 DK3899
 DK3899. The following values were computed from the NAD 83(2007) position.
 DK3899
 DK3899;                    North         East     Units Scale Factor Converg.
 DK3899;SPC MN N     -   279,289.632   640,056.639   MT  0.99991288   -1 35 30.6
 DK3899;SPC MN N     -   916,302.73  2,099,919.16   sFT  0.99991288   -1 35 30.6
 DK3899;UTM  15      - 5,329,047.502   332,644.517   MT  0.99994415   -1 40 23.2
 DK3899
 DK3899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3899!SPC MN N     -   0.99994391  x   0.99991288  =   0.99985680
 DK3899!UTM  15      -   0.99994391  x   0.99994415  =   0.99988807
 DK3899
 DK3899:                Primary Azimuth Mark                     Grid Az
 DK3899:SPC MN N     -  0402 F                                   001 46 39.0
 DK3899:UTM  15      -  0402 F                                   001 51 31.6
 DK3899
 DK3899|---------------------------------------------------------------------|
 DK3899| PID    Reference Object                     Distance      Geod. Az  |
 DK3899|                                                           dddmmss.s |
 DK3899| DE9762 0402 F                              APPROX. 1.9 KM 0001108.4 |
 DK3899| DE9760 0402 D                              APPROX. 1.6 KM 1854207.2 |
 DK3899|---------------------------------------------------------------------|
 DK3899
 DK3899                          SUPERSEDED SURVEY CONTROL
 DK3899
 DK3899  NAD 83(1996)-  48 05 33.73440(N)    095 14 51.35017(W) AD(       ) 1
 DK3899  ELLIP H (03/06/08)  357.858  (m)                       GP(       ) 3 1
 DK3899
 DK3899.Superseded values are not recommended for survey control.
 DK3899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3899.See file dsdata.txt to determine how the superseded data were derived.
 DK3899
 DK3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3264429047(NAD 83)
 DK3899
 DK3899_MARKER: DD = SURVEY DISK
 DK3899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3899_STAMPING: 0402 E 2001 RESET 2006
 DK3899_MARK LOGO: MNDT  
 DK3899_PROJECTION: RECESSED 8 CENTIMETERS
 DK3899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3899+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DK3899_ROD/PIPE-DEPTH: 15.2 meters
 DK3899
 DK3899  HISTORY     - Date     Condition        Report By
 DK3899  HISTORY     - 2006     MONUMENTED       MNDT
 DK3899
 DK3899                          STATION DESCRIPTION
 DK3899
 DK3899'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3899'9.0 MILES SOUTH OF THURHULT, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 1
 DK3899'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 7.0 MILES SOUTH
 DK3899'OF THURHULT, AT TRUNK HIGHWAY 1 MILEPOST 91.35, 134.5 FEET NORTH OF
 DK3899'RESERVATION HIGHWAY 27, 47.6 FEET EAST OF TRUNK HIGHWAY 1, 1.1 FEET
 DK3899'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9762 ***********************************************************************
 DE9762  DESIGNATION -  0402 F
 DE9762  PID         -  DE9762
 DE9762  STATE/COUNTY-  MN/BELTRAMI
 DE9762  COUNTRY     -  US
 DE9762  USGS QUAD   -  MOSQUITO CREEK (1973)
 DE9762
 DE9762                         *CURRENT SURVEY CONTROL
 DE9762  ______________________________________________________________________
 DE9762* NAD 83(2007) POSITION- 48 06 33.98784(N) 095 14 51.05888(W)   ADJUSTED  
 DE9762* NAD 83(2007) ELLIP HT-   354.544 (meters)        (02/10/07)   ADJUSTED
 DE9762* NAD 83(2007) EPOCH   -  2002.00
 DE9762* NAVD 88 ORTHO HEIGHT -   382.490  (meters)    1254.89  (feet) ADJUSTED  
 DE9762  ______________________________________________________________________
 DE9762  NAD 83(2007) X  -   -390,244.392 (meters)                     COMP
 DE9762  NAD 83(2007) Y  - -4,249,020.458 (meters)                     COMP
 DE9762  NAD 83(2007) Z  -  4,725,274.205 (meters)                     COMP
 DE9762  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC09
 DE9762  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DE9762  DYNAMIC HEIGHT  -        382.558 (meters)     1255.11  (feet) COMP
 DE9762  MODELED GRAVITY -    980,779.0   (mgal)                       NAVD 88
 DE9762
 DE9762  VERT ORDER      -  SECOND    CLASS I
 DE9762
 DE9762  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9762  Type                                         Horiz  Ellip  Dist(km)
 DE9762  -------------------------------------------------------------------
 DE9762  NETWORK                                       0.48   0.55
 DE9762  -------------------------------------------------------------------
 DE9762  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.76   0.55      2.48
 DE9762  -------------------------------------------------------------------
 DE9762  NOTE: Click here for information on individual local accuracy
 DE9762  values and other accuracy information.
 DE9762
 DE9762
 DE9762.The horizontal coordinates were established by GPS observations
 DE9762.and adjusted by the National Geodetic Survey in February 2007.
 DE9762
 DE9762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9762.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9762
 DE9762.The horizontal coordinates are valid at the epoch date displayed above
 DE9762.which is a decimal equivalence of Year/Month/Day.
 DE9762
 DE9762.The orthometric height was determined by differential leveling and
 DE9762.adjusted in October 2007.
 DE9762
 DE9762.Photographs are available for this station.
 DE9762
 DE9762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9762
 DE9762.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9762
 DE9762.The ellipsoidal height was determined by GPS observations
 DE9762.and is referenced to NAD 83.
 DE9762
 DE9762.The dynamic height is computed by dividing the NAVD 88
 DE9762.geopotential number by the normal gravity value computed on the
 DE9762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9762.degrees latitude (g = 980.6199 gals.).
 DE9762
 DE9762.The modeled gravity was interpolated from observed gravity values.
 DE9762
 DE9762. The following values were computed from the NAD 83(2007) position.
 DE9762
 DE9762;                    North         East     Units Scale Factor Converg.
 DE9762;SPC MN N     -   281,149.614   640,114.361   MT  0.99991424   -1 35 30.4
 DE9762;SPC MN N     -   922,405.03  2,100,108.53   sFT  0.99991424   -1 35 30.4
 DE9762;UTM  15      - 5,330,907.457   332,704.885   MT  0.99994390   -1 40 24.5
 DE9762
 DE9762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9762!SPC MN N     -   0.99994444  x   0.99991424  =   0.99985868
 DE9762!UTM  15      -   0.99994444  x   0.99994390  =   0.99988834
 DE9762
 DE9762:                Primary Azimuth Mark                     Grid Az
 DE9762:SPC MN N     -  0402 E RESET                             181 46 39.0
 DE9762:UTM  15      -  0402 E RESET                             181 51 33.1
 DE9762
 DE9762|---------------------------------------------------------------------|
 DE9762| PID    Reference Object                     Distance      Geod. Az  |
 DE9762|                                                           dddmmss.s |
 DE9762| DK3899 0402 E RESET                        APPROX. 1.9 KM 1801108.6 |
 DE9762| DE9761 0402 E                              APPROX. 1.9 KM 1801109.2 |
 DE9762|---------------------------------------------------------------------|
 DE9762
 DE9762                          SUPERSEDED SURVEY CONTROL
 DE9762
 DE9762  NAD 83(1996)-  48 06 33.98765(N)    095 14 51.05862(W) AD(       ) 1
 DE9762  ELLIP H (01/24/03)  354.534  (m)                       GP(       ) 4 1
 DE9762  NAVD 88 (04/16/04)  382.513  (m)         1254.96   (f) SUPERSEDED  2 1
 DE9762  NAVD 88 (01/24/03)  382.49   (m)         1254.9    (f) LEVELING    3  
 DE9762
 DE9762.Superseded values are not recommended for survey control.
 DE9762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9762.See file dsdata.txt to determine how the superseded data were derived.
 DE9762
 DE9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3270430907(NAD 83)
 DE9762
 DE9762_MARKER: DD = SURVEY DISK
 DE9762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9762+WITH SETTING: INFORMATION.
 DE9762_STAMPING: 0402 F 2001
 DE9762_MARK LOGO: MNDT  
 DE9762_PROJECTION: FLUSH
 DE9762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9762+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DE9762_ROD/PIPE-DEPTH:  3.0 meters
 DE9762
 DE9762  HISTORY     - Date     Condition        Report By
 DE9762  HISTORY     - 2001     MONUMENTED       MNDT
 DE9762  HISTORY     - 20010726 GOOD             MNDT
 DE9762  HISTORY     - 20030703 GOOD             MNDT
 DE9762  HISTORY     - 20030703 GOOD             MNDT
 DE9762  HISTORY     - 20070104 GOOD             MNDT
 DE9762
 DE9762                          STATION DESCRIPTION
 DE9762
 DE9762'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9762'THE MARK IS 10.75 MI (17.30 KM) SOUTH OF THURHULT, 0.85 MI (1.37 KM)
 DE9762'SOUTH ON TH 1 FROM NORTH JCT OF TH 89, AT TH 1 MP 90.20, 42 FT (12.8
 DE9762'M) EAST OF TH 1, 10 FT (3.0 M) SOUTH OF ENTRANCE, 1.1 FT (0.3 M) WEST
 DE9762'OF WIT POST.
 DE9762
 DE9762                          STATION RECOVERY (2001)
 DE9762
 DE9762'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9762'THE MARK IS 10.75 MI (17.30 KM) SOUTH OF THORHULT, 0.85 MI (1.37 KM)
 DE9762'SOUTH ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF
 DE9762'THORHULT), AT TH 1 MP 90.20, 42 FT (12.8 M) EAST OF TH 1, 10 FT (3.0
 DE9762'M) SOUTH OF ENT, 1.1 FT (0.3 M) WEST OF WIT POST, FLUSH, MAGNETIC, AND
 DE9762'SUITABLE FOR GPS.
 DE9762
 DE9762                          STATION RECOVERY (2003)
 DE9762
 DE9762'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DE9762'RECOVERED AS DESCRIBED.
 DE9762
 DE9762                          STATION RECOVERY (2003)
 DE9762
 DE9762'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DE9762'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 DE9762'LOCATED 9.5 MI (15.3 KM) SOUTH OF THORHULT.
 DE9762
 DE9762                          STATION RECOVERY (2007)
 DE9762
 DE9762'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9762'9.50 MILES SOUTH OF THURHULT, 0.85 MILES SOUTH ALONG TRUNK HIGHWAY 1
 DE9762'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (7 MILES SOUTH
 DE9762'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 90.20, 42 FEET EAST OF
 DE9762'TRUNK HIGHWAY 1, 10 FEET SOUTH OF ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9740 ***********************************************************************
 DE9740  DESIGNATION -  0403 A
 DE9740  PID         -  DE9740
 DE9740  STATE/COUNTY-  MN/BELTRAMI
 DE9740  COUNTRY     -  US
 DE9740  USGS QUAD   -  RED LAKE (1972)
 DE9740
 DE9740                         *CURRENT SURVEY CONTROL
 DE9740  ______________________________________________________________________
 DE9740* NAD 83(2007) POSITION- 47 52 07.47323(N) 095 04 17.46133(W)   ADJUSTED  
 DE9740* NAD 83(2007) ELLIP HT-   341.413 (meters)        (02/10/07)   ADJUSTED
 DE9740* NAD 83(2007) EPOCH   -  2002.00
 DE9740* NAVD 88 ORTHO HEIGHT -   369.407  (meters)    1211.96  (feet) ADJUSTED  
 DE9740  ______________________________________________________________________
 DE9740  NAD 83(2007) X  -   -378,947.755 (meters)                     COMP
 DE9740  NAD 83(2007) Y  - -4,269,999.207 (meters)                     COMP
 DE9740  NAD 83(2007) Z  -  4,707,351.558 (meters)                     COMP
 DE9740  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC09
 DE9740  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 DE9740  DYNAMIC HEIGHT  -        369.467 (meters)     1212.16  (feet) COMP
 DE9740  MODELED GRAVITY -    980,763.7   (mgal)                       NAVD 88
 DE9740
 DE9740  VERT ORDER      -  SECOND    CLASS I
 DE9740
 DE9740  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9740  Type                                         Horiz  Ellip  Dist(km)
 DE9740  -------------------------------------------------------------------
 DE9740  NETWORK                                       1.17   1.04
 DE9740  -------------------------------------------------------------------
 DE9740  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.20   0.85      5.25
 DE9740  -------------------------------------------------------------------
 DE9740  NOTE: Click here for information on individual local accuracy
 DE9740  values and other accuracy information.
 DE9740
 DE9740
 DE9740.The horizontal coordinates were established by GPS observations
 DE9740.and adjusted by the National Geodetic Survey in February 2007.
 DE9740
 DE9740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9740.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9740
 DE9740.The horizontal coordinates are valid at the epoch date displayed above
 DE9740.which is a decimal equivalence of Year/Month/Day.
 DE9740
 DE9740.The orthometric height was determined by differential leveling and
 DE9740.adjusted in October 2007.
 DE9740
 DE9740.Photographs are available for this station.
 DE9740
 DE9740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9740
 DE9740.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9740
 DE9740.The ellipsoidal height was determined by GPS observations
 DE9740.and is referenced to NAD 83.
 DE9740
 DE9740.The dynamic height is computed by dividing the NAVD 88
 DE9740.geopotential number by the normal gravity value computed on the
 DE9740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9740.degrees latitude (g = 980.6199 gals.).
 DE9740
 DE9740.The modeled gravity was interpolated from observed gravity values.
 DE9740
 DE9740. The following values were computed from the NAD 83(2007) position.
 DE9740
 DE9740;                    North         East     Units Scale Factor Converg.
 DE9740;SPC MN N     -   254,048.387   652,532.332   MT  0.99990299   -1 27 40.8
 DE9740;SPC MN N     -   833,490.42  2,140,849.83   sFT  0.99990299   -1 27 40.8
 DE9740;UTM  15      - 5,303,788.942   345,085.915   MT  0.99989490   -1 32 11.6
 DE9740
 DE9740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9740!SPC MN N     -   0.99994649  x   0.99990299  =   0.99984949
 DE9740!UTM  15      -   0.99994649  x   0.99989490  =   0.99984140
 DE9740
 DE9740                          SUPERSEDED SURVEY CONTROL
 DE9740
 DE9740  NAD 83(1996)-  47 52 07.47315(N)    095 04 17.46126(W) AD(       ) 1
 DE9740  ELLIP H (01/24/03)  341.402  (m)                       GP(       ) 4 1
 DE9740  NAVD 88 (01/10/08)  369.41   (m)         1212.0    (f) LEVELING    3  
 DE9740  NAVD 88 (06/16/06)  369.45   (m)         1212.1    (f) LEVELING    3  
 DE9740  NAVD 88 (04/16/04)  369.452  (m)         1212.11   (f) SUPERSEDED  2 1
 DE9740  NAVD 88 (01/24/03)  369.41   (m)         1212.0    (f) LEVELING    3  
 DE9740
 DE9740.Superseded values are not recommended for survey control.
 DE9740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9740.See file dsdata.txt to determine how the superseded data were derived.
 DE9740
 DE9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4508503788(NAD 83)
 DE9740
 DE9740_MARKER: DD = SURVEY DISK
 DE9740_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9740+WITH SETTING: INFORMATION.
 DE9740_STAMPING: 0403 A 2001
 DE9740_MARK LOGO: MNDT  
 DE9740_PROJECTION: FLUSH
 DE9740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9740+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DE9740_ROD/PIPE-DEPTH:  3.0 meters
 DE9740
 DE9740  HISTORY     - Date     Condition        Report By
 DE9740  HISTORY     - 2001     MONUMENTED       MNDT
 DE9740  HISTORY     - 20010710 GOOD             MNDT
 DE9740  HISTORY     - 20040707 GOOD             MNDT
 DE9740  HISTORY     - 20050830 GOOD             MNDT
 DE9740  HISTORY     - 20070104 GOOD             MNDT
 DE9740  HISTORY     - 20080723 GOOD             MNDT
 DE9740
 DE9740                          STATION DESCRIPTION
 DE9740
 DE9740'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9740'THE MARK IS 2.25 MI (3.62 KM) WEST OF RED LAKE, 1.25 MI (2.01 KM) WEST
 DE9740'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 115.75, 69.6 FT (21.2
 DE9740'M) SOUTH OF TH 1, 45.8 FT (14.0 M) WEST OF DRIVEWAY, 1.8 FT (0.5 M)
 DE9740'NORTH OF WIT POST.
 DE9740
 DE9740                          STATION RECOVERY (2001)
 DE9740
 DE9740'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9740'THE MARK IS 2.25 MI (3.62 KM) WEST OF RED LAKE, 1.25 MI (2.01 KM) WEST
 DE9740'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9740'AT TH 1 MP 115.75, 69.6 FT (21.2 M) SOUTH OF TH 1, 45.8 FT (14.0 M)
 DE9740'WEST OF DRIVEWAY, 1.8 FT (0.5 M) NORTH OF WIT POST, MAGNETIC, RECESSED
 DE9740'1 INCH, AND SUITABLE FOR GPS.
 DE9740
 DE9740                          STATION RECOVERY (2004)
 DE9740
 DE9740'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KSM)
 DE9740'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE9740'THE MARK IS 2.25 MILES (3.62 KM) WEST OF RED LAKE, 1.25 MILES (2.01
 DE9740'KM) WEST ALONG TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND
 DE9740'TRUNK HIGHWAY 89 (1.0 MILES WEST OF RED LAKE, AT TRUNK HIGHWAY  1
 DE9740'MILEPOINT 115.75, 69.6 FEET (21.2 M) SOUTH OF TRUNK HIGHWAY 1, 45.8
 DE9740'FEET (14.0 M) WEST OF DRIVEWAY, 1.8 FEET (0.5 M) NORTH OF WITNESS
 DE9740'POST.
 DE9740
 DE9740                          STATION RECOVERY (2005)
 DE9740
 DE9740'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9740'2.25 MILES WEST OF RED LAKE, 1.25 MILES WEST ALONG TRUNK HIGHWAY 1
 DE9740'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILE WEST
 DE9740'OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 115.75, 69.6 FEET SOUTH OF
 DE9740'TRUNK HIGHWAY 1, 45.8 FEET WEST OF DRIVEWAY, 1.8 FEET NORTH OF WITNESS
 DE9740'POST.  THE MARK IS AN ALUMINUM DISK ON A 3/4 INCH DIAMETER 10 FOOT
 DE9740'LONG DRIVEN ALUMINUM ROD.
 DE9740
 DE9740                          STATION RECOVERY (2007)
 DE9740
 DE9740'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9740'2.25 MILES WEST OF RED LAKE, 1.25 MILES WEST ALONG TRUNK HIGHWAY 1
 DE9740'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILES WEST
 DE9740'OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 115.75, 69.6 FEET SOUTH OF
 DE9740'TRUNK HIGHWAY 1, 45.8 FEET WEST OF DRIVEWAY, 1.8 FEET NORTH OF WITNESS
 DE9740'POST.
 DE9740
 DE9740                          STATION RECOVERY (2008)
 DE9740
 DE9740'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DE9740'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9741 ***********************************************************************
 DE9741  DESIGNATION -  0403 B
 DE9741  PID         -  DE9741
 DE9741  STATE/COUNTY-  MN/BELTRAMI
 DE9741  COUNTRY     -  US
 DE9741  USGS QUAD   -  RED LAKE (1972)
 DE9741
 DE9741                         *CURRENT SURVEY CONTROL
 DE9741  ______________________________________________________________________
 DE9741* NAD 83(2007) POSITION- 47 52 09.05723(N) 095 05 39.63531(W)   ADJUSTED  
 DE9741* NAD 83(2007) ELLIP HT-   343.566 (meters)        (02/10/07)   ADJUSTED
 DE9741* NAD 83(2007) EPOCH   -  2002.00
 DE9741* NAVD 88 ORTHO HEIGHT -   371.540  (meters)    1218.96  (feet) ADJUSTED  
 DE9741  ______________________________________________________________________
 DE9741  NAD 83(2007) X  -   -380,645.760 (meters)                     COMP
 DE9741  NAD 83(2007) Y  - -4,269,813.198 (meters)                     COMP
 DE9741  NAD 83(2007) Z  -  4,707,385.975 (meters)                     COMP
 DE9741  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC09
 DE9741  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DE9741  DYNAMIC HEIGHT  -        371.600 (meters)     1219.16  (feet) COMP
 DE9741  MODELED GRAVITY -    980,763.1   (mgal)                       NAVD 88
 DE9741
 DE9741  VERT ORDER      -  SECOND    CLASS I
 DE9741
 DE9741  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9741  Type                                         Horiz  Ellip  Dist(km)
 DE9741  -------------------------------------------------------------------
 DE9741  NETWORK                                       1.39   1.04
 DE9741  -------------------------------------------------------------------
 DE9741  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.30   0.80      3.20
 DE9741  -------------------------------------------------------------------
 DE9741  NOTE: Click here for information on individual local accuracy
 DE9741  values and other accuracy information.
 DE9741
 DE9741
 DE9741.The horizontal coordinates were established by GPS observations
 DE9741.and adjusted by the National Geodetic Survey in February 2007.
 DE9741
 DE9741.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9741.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9741
 DE9741.The horizontal coordinates are valid at the epoch date displayed above
 DE9741.which is a decimal equivalence of Year/Month/Day.
 DE9741
 DE9741.The orthometric height was determined by differential leveling and
 DE9741.adjusted in October 2007.
 DE9741
 DE9741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9741
 DE9741.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9741
 DE9741.The ellipsoidal height was determined by GPS observations
 DE9741.and is referenced to NAD 83.
 DE9741
 DE9741.The dynamic height is computed by dividing the NAVD 88
 DE9741.geopotential number by the normal gravity value computed on the
 DE9741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9741.degrees latitude (g = 980.6199 gals.).
 DE9741
 DE9741.The modeled gravity was interpolated from observed gravity values.
 DE9741
 DE9741. The following values were computed from the NAD 83(2007) position.
 DE9741
 DE9741;                    North         East     Units Scale Factor Converg.
 DE9741;SPC MN N     -   254,141.087   650,826.599   MT  0.99990299   -1 28 41.7
 DE9741;SPC MN N     -   833,794.55  2,135,253.60   sFT  0.99990299   -1 28 41.7
 DE9741;UTM  15      - 5,303,883.882   343,380.313   MT  0.99990143   -1 33 12.6
 DE9741
 DE9741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9741!SPC MN N     -   0.99994615  x   0.99990299  =   0.99984915
 DE9741!UTM  15      -   0.99994615  x   0.99990143  =   0.99984759
 DE9741
 DE9741                          SUPERSEDED SURVEY CONTROL
 DE9741
 DE9741  NAD 83(1996)-  47 52 09.05716(N)    095 05 39.63523(W) AD(       ) 1
 DE9741  ELLIP H (01/24/03)  343.555  (m)                       GP(       ) 4 1
 DE9741  NAVD 88 (04/16/04)  371.585  (m)         1219.11   (f) SUPERSEDED  2 1
 DE9741  NAVD 88 (01/24/03)  371.55   (m)         1219.0    (f) LEVELING    3  
 DE9741
 DE9741.Superseded values are not recommended for survey control.
 DE9741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9741.See file dsdata.txt to determine how the superseded data were derived.
 DE9741
 DE9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4338003883(NAD 83)
 DE9741
 DE9741_MARKER: DD = SURVEY DISK
 DE9741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9741_STAMPING: 0403 B 2001
 DE9741_MARK LOGO: MNDT  
 DE9741_PROJECTION: FLUSH
 DE9741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9741+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9741_ROD/PIPE-DEPTH:  4.3 meters
 DE9741
 DE9741  HISTORY     - Date     Condition        Report By
 DE9741  HISTORY     - 2001     MONUMENTED       MNDT
 DE9741  HISTORY     - 20010710 GOOD             MNDT
 DE9741
 DE9741                          STATION DESCRIPTION
 DE9741
 DE9741'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9741'THE MARK IS 3.25 MI (5.23 KM) WEST OF RED LAKE, 2.3 MI (3.7 KM) WEST
 DE9741'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 114.7, 66.8 FT (20.4 M)
 DE9741'NORTH OF TH 1, 38.9 FT (11.9 M) WEST OF DRIVEWAY, 1.6 FT (0.5 M) SOUTH
 DE9741'OF WIT POST.
 DE9741
 DE9741                          STATION RECOVERY (2001)
 DE9741
 DE9741'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9741'THE MARK IS 3.25 MI (5.23 KM) WEST OF RED LAKE, 2.3 MI (3.7 KM) WEST
 DE9741'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9741'AT TH 1 MP 114.7, 66.8 FT (20.4 M) NORTH OF TH 1, 38.9 FT (11.9 M)
 DE9741'WEST OF DRIVEWAY, 1.6 FT (0.5 M) SOUTH OF WIT POST, MAGNETIC, FLUSH,
 DE9741'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9742 ***********************************************************************
 DE9742  DESIGNATION -  0403 C
 DE9742  PID         -  DE9742
 DE9742  STATE/COUNTY-  MN/BELTRAMI
 DE9742  COUNTRY     -  US
 DE9742  USGS QUAD   -  RED LAKE (1972)
 DE9742
 DE9742                         *CURRENT SURVEY CONTROL
 DE9742  ______________________________________________________________________
 DE9742* NAD 83(2007) POSITION- 47 52 08.33923(N) 095 06 58.77931(W)   ADJUSTED  
 DE9742* NAD 83(2007) ELLIP HT-   342.967 (meters)        (02/10/07)   ADJUSTED
 DE9742* NAD 83(2007) EPOCH   -  2002.00
 DE9742* NAVD 88 ORTHO HEIGHT -   370.924  (meters)    1216.94  (feet) ADJUSTED  
 DE9742  ______________________________________________________________________
 DE9742  NAD 83(2007) X  -   -382,285.494 (meters)                     COMP
 DE9742  NAD 83(2007) Y  - -4,269,682.810 (meters)                     COMP
 DE9742  NAD 83(2007) Z  -  4,707,370.654 (meters)                     COMP
 DE9742  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC09
 DE9742  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DE9742  DYNAMIC HEIGHT  -        370.984 (meters)     1217.14  (feet) COMP
 DE9742  MODELED GRAVITY -    980,762.6   (mgal)                       NAVD 88
 DE9742
 DE9742  VERT ORDER      -  SECOND    CLASS I
 DE9742
 DE9742  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9742  Type                                         Horiz  Ellip  Dist(km)
 DE9742  -------------------------------------------------------------------
 DE9742  NETWORK                                       1.39   1.02
 DE9742  -------------------------------------------------------------------
 DE9742  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.26   0.80      3.35
 DE9742  -------------------------------------------------------------------
 DE9742  NOTE: Click here for information on individual local accuracy
 DE9742  values and other accuracy information.
 DE9742
 DE9742
 DE9742.The horizontal coordinates were established by GPS observations
 DE9742.and adjusted by the National Geodetic Survey in February 2007.
 DE9742
 DE9742.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9742.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9742
 DE9742.The horizontal coordinates are valid at the epoch date displayed above
 DE9742.which is a decimal equivalence of Year/Month/Day.
 DE9742
 DE9742.The orthometric height was determined by differential leveling and
 DE9742.adjusted in October 2007.
 DE9742
 DE9742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9742
 DE9742.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9742
 DE9742.The ellipsoidal height was determined by GPS observations
 DE9742.and is referenced to NAD 83.
 DE9742
 DE9742.The dynamic height is computed by dividing the NAVD 88
 DE9742.geopotential number by the normal gravity value computed on the
 DE9742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9742.degrees latitude (g = 980.6199 gals.).
 DE9742
 DE9742.The modeled gravity was interpolated from observed gravity values.
 DE9742
 DE9742. The following values were computed from the NAD 83(2007) position.
 DE9742
 DE9742;                    North         East     Units Scale Factor Converg.
 DE9742;SPC MN N     -   254,161.581   649,181.993   MT  0.99990299   -1 29 40.3
 DE9742;SPC MN N     -   833,861.79  2,129,857.92   sFT  0.99990299   -1 29 40.3
 DE9742;UTM  15      - 5,303,906.536   341,735.733   MT  0.99990779   -1 34 11.4
 DE9742
 DE9742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9742!SPC MN N     -   0.99994625  x   0.99990299  =   0.99984924
 DE9742!UTM  15      -   0.99994625  x   0.99990779  =   0.99985404
 DE9742
 DE9742                          SUPERSEDED SURVEY CONTROL
 DE9742
 DE9742  NAD 83(1996)-  47 52 08.33917(N)    095 06 58.77924(W) AD(       ) 1
 DE9742  ELLIP H (01/24/03)  342.956  (m)                       GP(       ) 4 1
 DE9742  NAVD 88 (01/10/08)  370.92   (m)         1216.9    (f) LEVELING    3  
 DE9742  NAVD 88 (04/16/04)  370.968  (m)         1217.08   (f) SUPERSEDED  2 1
 DE9742  NAVD 88 (01/24/03)  370.93   (m)         1217.0    (f) LEVELING    3  
 DE9742
 DE9742.Superseded values are not recommended for survey control.
 DE9742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9742.See file dsdata.txt to determine how the superseded data were derived.
 DE9742
 DE9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4173503906(NAD 83)
 DE9742
 DE9742_MARKER: DD = SURVEY DISK
 DE9742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9742_STAMPING: 0403 C 2001
 DE9742_MARK LOGO: MNDT  
 DE9742_PROJECTION: FLUSH
 DE9742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9742+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DE9742_ROD/PIPE-DEPTH:  7.6 meters
 DE9742
 DE9742  HISTORY     - Date     Condition        Report By
 DE9742  HISTORY     - 2001     MONUMENTED       MNDT
 DE9742  HISTORY     - 20010710 GOOD             MNDT
 DE9742  HISTORY     - 20070104 GOOD             MNDT
 DE9742
 DE9742                          STATION DESCRIPTION
 DE9742
 DE9742'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9742'THE MARK IS 4.25 MI (6.84 KM) WEST OF RED LAKE, 3.35 MI (5.39 KM) WEST
 DE9742'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 113.65, 64.6 FT (19.7
 DE9742'M) SOUTH OF TH 1, 48.5 FT (14.8 M) WEST OF ROAD, 1.2 FT (0.4 M) NORTH
 DE9742'OF WIT POST.
 DE9742
 DE9742                          STATION RECOVERY (2001)
 DE9742
 DE9742'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9742'THE MARK IS 4.25 MI (6.84 KM) WEST OF RED LAKE, 3.35 MI (5.39 KM) WEST
 DE9742'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9742'AT TH 1 MP 113.65, 64.6 FT (19.7 M) SOUTH OF TH 1, 48.5 FT (14.8 M)
 DE9742'WEST OF RD, 1.2 FT (0.4 M) NORTH OF WIT POST, AND SUITABLE FOR GPS.
 DE9742
 DE9742                          STATION RECOVERY (2007)
 DE9742
 DE9742'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9742'4.25 MILES WEST OF RED LAKE, 3.35 MILES WEST ALONG TRUNK HIGHWAY 1
 DE9742'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF
 DE9742'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 113.65, 64.6 FEET SOUTH OF
 DE9742'TRUNK HIGHWAY 1, 48.5 FEET WEST OF ROAD, 1.2 FEET NORTH OF WITNESS
 DE9742'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9744 ***********************************************************************
 DE9744  DESIGNATION -  0403 E
 DE9744  PID         -  DE9744
 DE9744  STATE/COUNTY-  MN/BELTRAMI
 DE9744  COUNTRY     -  US
 DE9744  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9744
 DE9744                         *CURRENT SURVEY CONTROL
 DE9744  ______________________________________________________________________
 DE9744* NAD 83(2007) POSITION- 47 52 11.60230(N) 095 09 59.34202(W)   ADJUSTED  
 DE9744* NAD 83(2007) ELLIP HT-   336.138 (meters)        (02/10/07)   ADJUSTED
 DE9744* NAD 83(2007) EPOCH   -  2002.00
 DE9744* NAVD 88 ORTHO HEIGHT -   364.052  (meters)    1194.39  (feet) ADJUSTED  
 DE9744  ______________________________________________________________________
 DE9744  NAD 83(2007) X  -   -386,015.853 (meters)                     COMP
 DE9744  NAD 83(2007) Y  - -4,269,267.520 (meters)                     COMP
 DE9744  NAD 83(2007) Z  -  4,707,433.200 (meters)                     COMP
 DE9744  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 DE9744  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DE9744  DYNAMIC HEIGHT  -        364.111 (meters)     1194.59  (feet) COMP
 DE9744  MODELED GRAVITY -    980,762.3   (mgal)                       NAVD 88
 DE9744
 DE9744  VERT ORDER      -  SECOND    CLASS I
 DE9744
 DE9744  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9744  Type                                         Horiz  Ellip  Dist(km)
 DE9744  -------------------------------------------------------------------
 DE9744  NETWORK                                       0.94   0.69
 DE9744  -------------------------------------------------------------------
 DE9744  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.01   0.65      4.58
 DE9744  -------------------------------------------------------------------
 DE9744  NOTE: Click here for information on individual local accuracy
 DE9744  values and other accuracy information.
 DE9744
 DE9744
 DE9744.The horizontal coordinates were established by GPS observations
 DE9744.and adjusted by the National Geodetic Survey in February 2007.
 DE9744
 DE9744.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9744.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9744
 DE9744.The horizontal coordinates are valid at the epoch date displayed above
 DE9744.which is a decimal equivalence of Year/Month/Day.
 DE9744
 DE9744.The orthometric height was determined by differential leveling and
 DE9744.adjusted in October 2007.
 DE9744
 DE9744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9744
 DE9744.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9744
 DE9744.The ellipsoidal height was determined by GPS observations
 DE9744.and is referenced to NAD 83.
 DE9744
 DE9744.The dynamic height is computed by dividing the NAVD 88
 DE9744.geopotential number by the normal gravity value computed on the
 DE9744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9744.degrees latitude (g = 980.6199 gals.).
 DE9744
 DE9744.The modeled gravity was interpolated from observed gravity values.
 DE9744
 DE9744. The following values were computed from the NAD 83(2007) position.
 DE9744
 DE9744;                    North         East     Units Scale Factor Converg.
 DE9744;SPC MN N     -   254,361.393   645,433.960   MT  0.99990300   -1 31 54.2
 DE9744;SPC MN N     -   834,517.34  2,117,561.25   sFT  0.99990300   -1 31 54.2
 DE9744;UTM  15      - 5,304,111.277   337,987.920   MT  0.99992254   -1 36 25.4
 DE9744
 DE9744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9744!SPC MN N     -   0.99994732  x   0.99990300  =   0.99985032
 DE9744!UTM  15      -   0.99994732  x   0.99992254  =   0.99986986
 DE9744
 DE9744                          SUPERSEDED SURVEY CONTROL
 DE9744
 DE9744  NAD 83(1996)-  47 52 11.60230(N)    095 09 59.34196(W) AD(       ) 1
 DE9744  ELLIP H (01/24/03)  336.125  (m)                       GP(       ) 4 1
 DE9744  NAVD 88 (04/16/04)  364.094  (m)         1194.53   (f) SUPERSEDED  2 1
 DE9744  NAVD 88 (01/24/03)  364.05   (m)         1194.4    (f) LEVELING    3  
 DE9744
 DE9744.Superseded values are not recommended for survey control.
 DE9744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9744.See file dsdata.txt to determine how the superseded data were derived.
 DE9744
 DE9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3798704111(NAD 83)
 DE9744
 DE9744_MARKER: DD = SURVEY DISK
 DE9744_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9744_STAMPING: 0403 E 2001
 DE9744_MARK LOGO: MNDT  
 DE9744_PROJECTION: FLUSH
 DE9744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9744+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DE9744_ROD/PIPE-DEPTH: 10.7 meters
 DE9744
 DE9744  HISTORY     - Date     Condition        Report By
 DE9744  HISTORY     - 2001     MONUMENTED       MNDT
 DE9744  HISTORY     - 20010710 GOOD             MNDT
 DE9744  HISTORY     - 20070104 GOOD             MNDT
 DE9744
 DE9744                          STATION DESCRIPTION
 DE9744
 DE9744'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9744'6.5 MI (10.5 KM) WEST OF RED LAKE, 5.7 MI (9.2 KM) WEST ALONG TH 1
 DE9744'FROM JCT OF TH 89, AT TH 1 MP 111.3, 50.8 FT (15.5 M) NORTH OF TH 1,
 DE9744'19.9 FT (6.1 M) EAST OF P-POLE, 1.2 FT (0.4 M) SOUTH OF WIT POST.
 DE9744
 DE9744                          STATION RECOVERY (2001)
 DE9744
 DE9744'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9744'THE MARK IS 6.5 MI (10.5 KM) WEST OF RED LAKE, 5.7 MI (9.2 KM) WEST
 DE9744'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9744'AT TH 1 MP 111.3, 50.8 FT (15.5 M) NORTH OF TH 1, 19.9 FT (6.1 M) EAST
 DE9744'OF P-POLE, 1.2 FT (0.4 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9744'SUITABLE FOR GPS.
 DE9744
 DE9744                          STATION RECOVERY (2007)
 DE9744
 DE9744'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9744'6.5 MILES WEST OF RED LAKE, 5.7 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9744'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DE9744'LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 111.3, 50.8 FEET NORTH OF TRUNK
 DE9744'HIGHWAY 1, 19.9 FEET EAST OF POWER POLE, 1.2 FEET SOUTH OF WITNESS
 DE9744'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9745 ***********************************************************************
 DE9745  DESIGNATION -  0403 F
 DE9745  PID         -  DE9745
 DE9745  STATE/COUNTY-  MN/BELTRAMI
 DE9745  COUNTRY     -  US
 DE9745  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9745
 DE9745                         *CURRENT SURVEY CONTROL
 DE9745  ______________________________________________________________________
 DE9745* NAD 83(2007) POSITION- 47 52 13.11099(N) 095 11 16.08642(W)   ADJUSTED  
 DE9745* NAD 83(2007) ELLIP HT-   336.335 (meters)        (02/10/07)   ADJUSTED
 DE9745* NAD 83(2007) EPOCH   -  2002.00
 DE9745* NAVD 88 ORTHO HEIGHT -   364.237  (meters)    1195.00  (feet) ADJUSTED  
 DE9745  ______________________________________________________________________
 DE9745  NAD 83(2007) X  -   -387,601.168 (meters)                     COMP
 DE9745  NAD 83(2007) Y  - -4,269,089.315 (meters)                     COMP
 DE9745  NAD 83(2007) Z  -  4,707,464.605 (meters)                     COMP
 DE9745  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC09
 DE9745  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 DE9745  DYNAMIC HEIGHT  -        364.295 (meters)     1195.19  (feet) COMP
 DE9745  MODELED GRAVITY -    980,762.6   (mgal)                       NAVD 88
 DE9745
 DE9745  VERT ORDER      -  SECOND    CLASS I
 DE9745
 DE9745  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9745  Type                                         Horiz  Ellip  Dist(km)
 DE9745  -------------------------------------------------------------------
 DE9745  NETWORK                                       1.10   0.80
 DE9745  -------------------------------------------------------------------
 DE9745  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.00   0.69      3.29
 DE9745  -------------------------------------------------------------------
 DE9745  NOTE: Click here for information on individual local accuracy
 DE9745  values and other accuracy information.
 DE9745
 DE9745
 DE9745.The horizontal coordinates were established by GPS observations
 DE9745.and adjusted by the National Geodetic Survey in February 2007.
 DE9745
 DE9745.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9745.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9745
 DE9745.The horizontal coordinates are valid at the epoch date displayed above
 DE9745.which is a decimal equivalence of Year/Month/Day.
 DE9745
 DE9745.The orthometric height was determined by differential leveling and
 DE9745.adjusted in October 2007.
 DE9745
 DE9745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9745
 DE9745.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9745
 DE9745.The ellipsoidal height was determined by GPS observations
 DE9745.and is referenced to NAD 83.
 DE9745
 DE9745.The dynamic height is computed by dividing the NAVD 88
 DE9745.geopotential number by the normal gravity value computed on the
 DE9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9745.degrees latitude (g = 980.6199 gals.).
 DE9745
 DE9745.The modeled gravity was interpolated from observed gravity values.
 DE9745
 DE9745. The following values were computed from the NAD 83(2007) position.
 DE9745
 DE9745;                    North         East     Units Scale Factor Converg.
 DE9745;SPC MN N     -   254,450.815   643,841.097   MT  0.99990300   -1 32 51.1
 DE9745;SPC MN N     -   834,810.72  2,112,335.33   sFT  0.99990300   -1 32 51.1
 DE9745;UTM  15      - 5,304,202.796   336,395.141   MT  0.99992891   -1 37 22.4
 DE9745
 DE9745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9745!SPC MN N     -   0.99994729  x   0.99990300  =   0.99985029
 DE9745!UTM  15      -   0.99994729  x   0.99992891  =   0.99987620
 DE9745
 DE9745                          SUPERSEDED SURVEY CONTROL
 DE9745
 DE9745  NAD 83(1996)-  47 52 13.11099(N)    095 11 16.08635(W) AD(       ) 1
 DE9745  ELLIP H (01/24/03)  336.324  (m)                       GP(       ) 4 1
 DE9745  NAVD 88 (04/16/04)  364.278  (m)         1195.14   (f) SUPERSEDED  2 1
 DE9745  NAVD 88 (01/24/03)  364.24   (m)         1195.0    (f) LEVELING    3  
 DE9745
 DE9745.Superseded values are not recommended for survey control.
 DE9745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9745.See file dsdata.txt to determine how the superseded data were derived.
 DE9745
 DE9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3639504202(NAD 83)
 DE9745
 DE9745_MARKER: DD = SURVEY DISK
 DE9745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9745_STAMPING: 0403 F 2001
 DE9745_MARK LOGO: MNDT  
 DE9745_PROJECTION: FLUSH
 DE9745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9745+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9745_ROD/PIPE-DEPTH: 12.2 meters
 DE9745
 DE9745  HISTORY     - Date     Condition        Report By
 DE9745  HISTORY     - 2001     MONUMENTED       MNDT
 DE9745  HISTORY     - 20010710 GOOD             MNDT
 DE9745
 DE9745                          STATION DESCRIPTION
 DE9745
 DE9745'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9745'7.5 MI (12.1 KM) WEST OF RED LAKE, 6.7 MI (10.8 KM) WEST ALONG TH 1
 DE9745'FROM SOUTH JCT OF TH 89, AT TH 1 MP 110.3, 53.1 FT (16.2 M) NORTH OF
 DE9745'TH 1, 101.5 FT (30.9 M) EAST OF DRIVEWAY AT FIRE NO 15L4, 1.6 FT (0.5
 DE9745'M) SOUTH OF WIT POST.
 DE9745
 DE9745                          STATION RECOVERY (2001)
 DE9745
 DE9745'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9745'THE MARK IS 7.5 MI (12.1 KM) WEST OF RED LAKE, 6.7 MI (10.8 KM) WEST
 DE9745'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9745'AT TH 1 MP 110.3, 53.1 FT (16.2 M) NORTH OF TH 1, 101.5 FT (30.9 M)
 DE9745'EAST OF DRIVEWAY FIRE NO 15L4, 1.6 FT (0.5 M) SOUTH OF WIT POST,
 DE9745'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7362 ***********************************************************************
 DF7362  DESIGNATION -  0404 A
 DF7362  PID         -  DF7362
 DF7362  STATE/COUNTY-  MN/BELTRAMI
 DF7362  COUNTRY     -  US
 DF7362  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (1972)
 DF7362
 DF7362                         *CURRENT SURVEY CONTROL
 DF7362  ______________________________________________________________________
 DF7362* NAD 83(1986) POSITION- 47 51 38.9    (N) 094 44 33.0    (W)   HD_HELD2  
 DF7362* NAVD 88 ORTHO HEIGHT -   367.655  (meters)    1206.21  (feet) ADJUSTED  
 DF7362  ______________________________________________________________________
 DF7362  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 DF7362  DYNAMIC HEIGHT  -        367.717 (meters)     1206.42  (feet) COMP
 DF7362  MODELED GRAVITY -    980,770.9   (mgal)                       NAVD 88
 DF7362
 DF7362  VERT ORDER      -  SECOND    CLASS I
 DF7362
 DF7362.The horizontal coordinates were established by autonomous hand held GPS
 DF7362.observations and have an estimated accuracy of +/- 10 meters.
 DF7362.
 DF7362.The orthometric height was determined by differential leveling and
 DF7362.adjusted in October 2007.
 DF7362
 DF7362.The dynamic height is computed by dividing the NAVD 88
 DF7362.geopotential number by the normal gravity value computed on the
 DF7362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7362.degrees latitude (g = 980.6199 gals.).
 DF7362
 DF7362.The modeled gravity was interpolated from observed gravity values.
 DF7362
 DF7362;                    North         East    Units  Estimated Accuracy
 DF7362;SPC MN N     -   252,591.      677,120.      MT  (+/- 10 meters HH2 GPS)
 DF7362
 DF7362                          SUPERSEDED SURVEY CONTROL
 DF7362
 DF7362  NAVD 88 (04/16/04)  367.679  (m)         1206.29   (f) SUPERSEDED  2 1
 DF7362
 DF7362.Superseded values are not recommended for survey control.
 DF7362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7362.See file dsdata.txt to determine how the superseded data were derived.
 DF7362
 DF7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6967002299(NAD 83)
 DF7362
 DF7362_MARKER: DB = BENCH MARK DISK
 DF7362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7362_STAMPING: 0404 A 1961
 DF7362_MARK LOGO: MNHD  
 DF7362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7362+STABILITY: SURFACE MOTION
 DF7362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7362+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DF7362
 DF7362  HISTORY     - Date     Condition        Report By
 DF7362  HISTORY     - 1961     MONUMENTED       MNHD
 DF7362  HISTORY     - 20010710 GOOD             MNDT
 DF7362
 DF7362                          STATION DESCRIPTION
 DF7362
 DF7362'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7362'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 14.8 MI (23.8
 DF7362'KM) EAST ALONG TH 1, FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI EAST OF
 DF7362'RED LAKE), AT TH 1 MP 131.8, 74 FT (22.6 M) NORTH OF TH 1, 159 FT
 DF7362'(48.5 M) WEST OF DRIVEWAY FIRE NO 213, 97 FT (29.6 M) EAST OF
 DF7362'DRIVEWAY, AT FARM BETWEEN SPRUCE AND PINE GROVES, 1 FT (0.3 M) NORTH
 DF7362'OF WIT POST, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7361 ***********************************************************************
 DF7361  DESIGNATION -  0404 B
 DF7361  PID         -  DF7361
 DF7361  STATE/COUNTY-  MN/BELTRAMI
 DF7361  COUNTRY     -  US
 DF7361  USGS QUAD   -  SAUM (1972)
 DF7361
 DF7361                         *CURRENT SURVEY CONTROL
 DF7361  ______________________________________________________________________
 DF7361* NAD 83(1986) POSITION- 47 52 31.7    (N) 094 42 42.8    (W)   HD_HELD2  
 DF7361* NAVD 88 ORTHO HEIGHT -   364.308  (meters)    1195.23  (feet) ADJUSTED  
 DF7361  ______________________________________________________________________
 DF7361  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DF7361  DYNAMIC HEIGHT  -        364.370 (meters)     1195.44  (feet) COMP
 DF7361  MODELED GRAVITY -    980,773.5   (mgal)                       NAVD 88
 DF7361
 DF7361  VERT ORDER      -  SECOND    CLASS I
 DF7361
 DF7361.The horizontal coordinates were established by autonomous hand held GPS
 DF7361.observations and have an estimated accuracy of +/- 10 meters.
 DF7361.
 DF7361.The orthometric height was determined by differential leveling and
 DF7361.adjusted in October 2007.
 DF7361
 DF7361.The dynamic height is computed by dividing the NAVD 88
 DF7361.geopotential number by the normal gravity value computed on the
 DF7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7361.degrees latitude (g = 980.6199 gals.).
 DF7361
 DF7361.The modeled gravity was interpolated from observed gravity values.
 DF7361
 DF7361;                    North         East    Units  Estimated Accuracy
 DF7361;SPC MN N     -   254,173.      679,443.      MT  (+/- 10 meters HH2 GPS)
 DF7361
 DF7361                          SUPERSEDED SURVEY CONTROL
 DF7361
 DF7361  NAVD 88 (04/16/04)  364.329  (m)         1195.30   (f) SUPERSEDED  2 1
 DF7361
 DF7361.Superseded values are not recommended for survey control.
 DF7361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7361.See file dsdata.txt to determine how the superseded data were derived.
 DF7361
 DF7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7199503878(NAD 83)
 DF7361
 DF7361_MARKER: DB = BENCH MARK DISK
 DF7361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF7361_SP_SET: BRIDGE ABUTMENT
 DF7361_STAMPING: 0404 B 1961
 DF7361_MARK LOGO: MNHD  
 DF7361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7361+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DF7361
 DF7361  HISTORY     - Date     Condition        Report By
 DF7361  HISTORY     - 1961     MONUMENTED       MNHD
 DF7361  HISTORY     - 20010710 GOOD             MNDT
 DF7361
 DF7361                          STATION DESCRIPTION
 DF7361
 DF7361'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7361'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN ABUT AT SE
 DF7361'COR OF TH 1 BRDG NO 6841 OVER BLACKDUCK RIVER, 0.5 MI (0.8 KM) SOUTH
 DF7361'AND 0.6 MI (1.0 KM) WEST OF QUIRING, 0.1 MI (0.2 KM) WEST OF QUARTER
 DF7361'SEC COR, 7.6 MI (12.2 KM) WEST OF JCT OF TH 1 AND TH 72 IN SHOOKS, AT
 DF7361'TH 1 MP 133.7, 18 FT (5.5 M) SOUTH AND 71 FT (21.6 M) EAST OF TH 1
 DF7361'BRDG 6841 OVER SOUTH BRANCH OF BLACKDUCK RIVER, AND NOT SUITABLE FOR
 DF7361'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7360 ***********************************************************************
 DF7360  DESIGNATION -  0404 C
 DF7360  PID         -  DF7360
 DF7360  STATE/COUNTY-  MN/BELTRAMI
 DF7360  COUNTRY     -  US
 DF7360  USGS QUAD   -  SAUM (1972)
 DF7360
 DF7360                         *CURRENT SURVEY CONTROL
 DF7360  ______________________________________________________________________
 DF7360* NAD 83(1986) POSITION- 47 52 32.2    (N) 094 41 59.9    (W)   HD_HELD2  
 DF7360* NAVD 88 ORTHO HEIGHT -   368.914  (meters)    1210.35  (feet) ADJUSTED  
 DF7360  ______________________________________________________________________
 DF7360  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DF7360  DYNAMIC HEIGHT  -        368.978 (meters)     1210.56  (feet) COMP
 DF7360  MODELED GRAVITY -    980,774.4   (mgal)                       NAVD 88
 DF7360
 DF7360  VERT ORDER      -  SECOND    CLASS I
 DF7360
 DF7360.The horizontal coordinates were established by autonomous hand held GPS
 DF7360.observations and have an estimated accuracy of +/- 10 meters.
 DF7360.
 DF7360.The orthometric height was determined by differential leveling and
 DF7360.adjusted in October 2007.
 DF7360
 DF7360.The dynamic height is computed by dividing the NAVD 88
 DF7360.geopotential number by the normal gravity value computed on the
 DF7360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7360.degrees latitude (g = 980.6199 gals.).
 DF7360
 DF7360.The modeled gravity was interpolated from observed gravity values.
 DF7360
 DF7360;                    North         East    Units  Estimated Accuracy
 DF7360;SPC MN N     -   254,170.      680,335.      MT  (+/- 10 meters HH2 GPS)
 DF7360
 DF7360                          SUPERSEDED SURVEY CONTROL
 DF7360
 DF7360  NAVD 88 (04/16/04)  368.934  (m)         1210.41   (f) SUPERSEDED  2 1
 DF7360
 DF7360.Superseded values are not recommended for survey control.
 DF7360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7360.See file dsdata.txt to determine how the superseded data were derived.
 DF7360
 DF7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7288703873(NAD 83)
 DF7360
 DF7360_MARKER: DB = BENCH MARK DISK
 DF7360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7360_STAMPING: 0404 C 1961
 DF7360_MARK LOGO: MNHD  
 DF7360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7360+STABILITY: SURFACE MOTION
 DF7360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7360+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DF7360
 DF7360  HISTORY     - Date     Condition        Report By
 DF7360  HISTORY     - 1961     MONUMENTED       MNHD
 DF7360  HISTORY     - 20010710 GOOD             MNDT
 DF7360
 DF7360                          STATION DESCRIPTION
 DF7360
 DF7360'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7360'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 12 MI (19.3 KM)
 DF7360'WEST OF SHOOKS, 7.0 MI (11.3 KM) WEST ALONG TH 1 FROM THE WEST JCT OF
 DF7360'TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP 134.3, AT NW QUADRANT
 DF7360'OF JCT OF TH 1 AND CO RD 23 NORTH-TWP RD SOUTH, 105 FT (32.0 M) WEST
 DF7360'OF CO RD 23, 99 FT (30.2 M) NORTH OF TH 1, 0.5 FT (15.2 CM) SOUTH OF
 DF7360'WIT POST, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9725 ***********************************************************************
 DE9725  DESIGNATION -  0404 D
 DE9725  PID         -  DE9725
 DE9725  STATE/COUNTY-  MN/BELTRAMI
 DE9725  COUNTRY     -  US
 DE9725  USGS QUAD   -  BORDEN LAKE (1972)
 DE9725
 DE9725                         *CURRENT SURVEY CONTROL
 DE9725  ______________________________________________________________________
 DE9725* NAD 83(2007) POSITION- 47 52 27.86823(N) 094 34 03.34386(W)   ADJUSTED  
 DE9725* NAD 83(2007) ELLIP HT-   367.445 (meters)        (02/10/07)   ADJUSTED
 DE9725* NAD 83(2007) EPOCH   -  2002.00
 DE9725* NAVD 88 ORTHO HEIGHT -   395.667  (meters)    1298.12  (feet) ADJUSTED  
 DE9725  ______________________________________________________________________
 DE9725  NAD 83(2007) X  -   -341,342.743 (meters)                     COMP
 DE9725  NAD 83(2007) Y  - -4,272,718.591 (meters)                     COMP
 DE9725  NAD 83(2007) Z  -  4,707,793.429 (meters)                     COMP
 DE9725  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC09
 DE9725  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DE9725  DYNAMIC HEIGHT  -        395.735 (meters)     1298.34  (feet) COMP
 DE9725  MODELED GRAVITY -    980,770.8   (mgal)                       NAVD 88
 DE9725
 DE9725  VERT ORDER      -  SECOND    CLASS I
 DE9725
 DE9725  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9725  Type                                         Horiz  Ellip  Dist(km)
 DE9725  -------------------------------------------------------------------
 DE9725  NETWORK                                       0.95   0.69
 DE9725  -------------------------------------------------------------------
 DE9725  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.03   0.64      2.68
 DE9725  -------------------------------------------------------------------
 DE9725  NOTE: Click here for information on individual local accuracy
 DE9725  values and other accuracy information.
 DE9725
 DE9725
 DE9725.The horizontal coordinates were established by GPS observations
 DE9725.and adjusted by the National Geodetic Survey in February 2007.
 DE9725
 DE9725.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9725.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9725
 DE9725.The horizontal coordinates are valid at the epoch date displayed above
 DE9725.which is a decimal equivalence of Year/Month/Day.
 DE9725
 DE9725.The orthometric height was determined by differential leveling and
 DE9725.adjusted in October 2007.
 DE9725
 DE9725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9725
 DE9725.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9725
 DE9725.The ellipsoidal height was determined by GPS observations
 DE9725.and is referenced to NAD 83.
 DE9725
 DE9725.The dynamic height is computed by dividing the NAVD 88
 DE9725.geopotential number by the normal gravity value computed on the
 DE9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9725.degrees latitude (g = 980.6199 gals.).
 DE9725
 DE9725.The modeled gravity was interpolated from observed gravity values.
 DE9725
 DE9725. The following values were computed from the NAD 83(2007) position.
 DE9725
 DE9725;                    North         East     Units Scale Factor Converg.
 DE9725;SPC MN N     -   253,839.608   690,231.851   MT  0.99990305   -1 05 16.1
 DE9725;SPC MN N     -   832,805.45  2,264,535.66   sFT  0.99990305   -1 05 16.1
 DE9725;UTM  15      - 5,303,530.766   382,782.335   MT  0.99976884   -1 09 46.0
 DE9725
 DE9725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9725!SPC MN N     -   0.99994241  x   0.99990305  =   0.99984547
 DE9725!UTM  15      -   0.99994241  x   0.99976884  =   0.99971127
 DE9725
 DE9725                          SUPERSEDED SURVEY CONTROL
 DE9725
 DE9725  NAD 83(1996)-  47 52 27.86813(N)    094 34 03.34387(W) AD(       ) 1
 DE9725  ELLIP H (01/24/03)  367.444  (m)                       GP(       ) 4 1
 DE9725  NAVD 88 (01/10/08)  395.67   (m)         1298.1    (f) LEVELING    3  
 DE9725  NAVD 88 (04/16/04)  395.677  (m)         1298.15   (f) SUPERSEDED  2 1
 DE9725  NAVD 88 (01/24/03)  395.67   (m)         1298.1    (f) LEVELING    3  
 DE9725
 DE9725.Superseded values are not recommended for survey control.
 DE9725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9725.See file dsdata.txt to determine how the superseded data were derived.
 DE9725
 DE9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8278203530(NAD 83)
 DE9725
 DE9725_MARKER: DD = SURVEY DISK
 DE9725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9725+WITH SETTING: INFORMATION.
 DE9725_STAMPING: 0404 D 2001
 DE9725_MARK LOGO: MNDT  
 DE9725_PROJECTION: FLUSH
 DE9725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9725+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2007
 DE9725_ROD/PIPE-DEPTH:  3.0 meters
 DE9725
 DE9725  HISTORY     - Date     Condition        Report By
 DE9725  HISTORY     - 2001     MONUMENTED       MNDT
 DE9725  HISTORY     - 20010710 GOOD             MNDT
 DE9725  HISTORY     - 20070131 GOOD             MNDT
 DE9725
 DE9725                          STATION DESCRIPTION
 DE9725
 DE9725'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9725'THE MARK IS 6 MI (9.7 KM) WEST OF SHOOKS, 0.9 MI (1.4 KM) WEST ALONG
 DE9725'TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 140.45, 70.8 FT (21.6 M) SOUTH
 DE9725'OF TH 1, 112.2 FT (34.2 M) EAST OF DRIVEWAY, 1.9 FT (0.6 M) NORTH OF
 DE9725'WIT POST.
 DE9725
 DE9725                          STATION RECOVERY (2001)
 DE9725
 DE9725'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9725'THE MARK IS 6 MI (9.7 KM) WEST OF SHOOKS, 0.9 MI (1.4 KM) WEST ALONG
 DE9725'TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP
 DE9725'140.45, 70.8 FT (21.6 M) SOUTH OF TH 1, 112.2 FT (34.2 M) EAST OF
 DE9725'DRIVEWAY, 1.9 FT (0.6 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9725'SUITABLE FOR GPS.
 DE9725
 DE9725                          STATION RECOVERY (2007)
 DE9725
 DE9725'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJL)
 DE9725'6 MILES WEST OF SHOOKS, 0.9 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9725'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (5 MILES WEST OF
 DE9725'SHOOKS), AT TRUNK HIGHWAY 1 MILEPOINT 140.45, 70.8 FEET SOUTH OF TRUNK
 DE9725'HIGHWAY 1, 112.2 FEET EAST OF DRIVEWAY, 1.9 FEET NORTH OF WITNESS
 DE9725'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9726 ***********************************************************************
 DE9726  DESIGNATION -  0404 E
 DE9726  PID         -  DE9726
 DE9726  STATE/COUNTY-  MN/BELTRAMI
 DE9726  COUNTRY     -  US
 DE9726  USGS QUAD   -  BORDEN LAKE (1972)
 DE9726
 DE9726                         *CURRENT SURVEY CONTROL
 DE9726  ______________________________________________________________________
 DE9726* NAD 83(2007) POSITION- 47 52 28.27074(N) 094 35 28.46985(W)   ADJUSTED  
 DE9726* NAD 83(2007) ELLIP HT-   362.488 (meters)        (02/10/07)   ADJUSTED
 DE9726* NAD 83(2007) EPOCH   -  2002.00
 DE9726* NAVD 88 ORTHO HEIGHT -   390.709  (meters)    1281.85  (feet) ADJUSTED  
 DE9726  ______________________________________________________________________
 DE9726  NAD 83(2007) X  -   -343,105.071 (meters)                     COMP
 DE9726  NAD 83(2007) Y  - -4,272,564.849 (meters)                     COMP
 DE9726  NAD 83(2007) Z  -  4,707,798.091 (meters)                     COMP
 DE9726  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC09
 DE9726  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DE9726  DYNAMIC HEIGHT  -        390.775 (meters)     1282.07  (feet) COMP
 DE9726  MODELED GRAVITY -    980,769.3   (mgal)                       NAVD 88
 DE9726
 DE9726  VERT ORDER      -  SECOND    CLASS I
 DE9726
 DE9726  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9726  Type                                         Horiz  Ellip  Dist(km)
 DE9726  -------------------------------------------------------------------
 DE9726  NETWORK                                       1.21   0.86
 DE9726  -------------------------------------------------------------------
 DE9726  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.86   0.59      2.75
 DE9726  -------------------------------------------------------------------
 DE9726  NOTE: Click here for information on individual local accuracy
 DE9726  values and other accuracy information.
 DE9726
 DE9726
 DE9726.The horizontal coordinates were established by GPS observations
 DE9726.and adjusted by the National Geodetic Survey in February 2007.
 DE9726
 DE9726.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9726.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9726
 DE9726.The horizontal coordinates are valid at the epoch date displayed above
 DE9726.which is a decimal equivalence of Year/Month/Day.
 DE9726
 DE9726.The orthometric height was determined by differential leveling and
 DE9726.adjusted in October 2007.
 DE9726
 DE9726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9726
 DE9726.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9726
 DE9726.The ellipsoidal height was determined by GPS observations
 DE9726.and is referenced to NAD 83.
 DE9726
 DE9726.The dynamic height is computed by dividing the NAVD 88
 DE9726.geopotential number by the normal gravity value computed on the
 DE9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9726.degrees latitude (g = 980.6199 gals.).
 DE9726
 DE9726.The modeled gravity was interpolated from observed gravity values.
 DE9726
 DE9726. The following values were computed from the NAD 83(2007) position.
 DE9726
 DE9726;                    North         East     Units Scale Factor Converg.
 DE9726;SPC MN N     -   253,885.885   688,463.708   MT  0.99990305   -1 06 19.2
 DE9726;SPC MN N     -   832,957.27  2,258,734.68   sFT  0.99990305   -1 06 19.2
 DE9726;UTM  15      - 5,303,579.350   381,014.487   MT  0.99977397   -1 10 49.2
 DE9726
 DE9726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9726!SPC MN N     -   0.99994319  x   0.99990305  =   0.99984624
 DE9726!UTM  15      -   0.99994319  x   0.99977397  =   0.99971717
 DE9726
 DE9726                          SUPERSEDED SURVEY CONTROL
 DE9726
 DE9726  NAD 83(1996)-  47 52 28.27050(N)    094 35 28.46987(W) AD(       ) 1
 DE9726  ELLIP H (01/24/03)  362.489  (m)                       GP(       ) 4 1
 DE9726  NAVD 88 (04/16/04)  390.721  (m)         1281.89   (f) SUPERSEDED  2 1
 DE9726  NAVD 88 (01/24/03)  390.71   (m)         1281.9    (f) LEVELING    3  
 DE9726
 DE9726.Superseded values are not recommended for survey control.
 DE9726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9726.See file dsdata.txt to determine how the superseded data were derived.
 DE9726
 DE9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8101403579(NAD 83)
 DE9726
 DE9726_MARKER: DD = SURVEY DISK
 DE9726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9726_STAMPING: 0404 E 2001
 DE9726_MARK LOGO: MNDT  
 DE9726_PROJECTION: FLUSH
 DE9726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9726+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9726_ROD/PIPE-DEPTH:  4.6 meters
 DE9726
 DE9726  HISTORY     - Date     Condition        Report By
 DE9726  HISTORY     - 2001     MONUMENTED       MNDT
 DE9726  HISTORY     - 20010710 GOOD             MNDT
 DE9726
 DE9726                          STATION DESCRIPTION
 DE9726
 DE9726'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9726'THE MARK IS 7 MI (11.3 KM) WEST OF SHOOKS, 2.0 MI (3.2 KM) WEST ALONG
 DE9726'TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 139.35, 97.7 FT (29.8 M) SOUTH
 DE9726'OF TH 1, 44.2 FT (13.5 M) WEST OF CO RD 37, 2.5 FT (0.8 M) NORTH OF
 DE9726'WIT POST.
 DE9726
 DE9726                          STATION RECOVERY (2001)
 DE9726
 DE9726'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9726'THE MARK IS 7 MI (11.3 KM) WEST OF SHOOKS, 2.0 MI (3.2 KM) WEST ALONG
 DE9726'TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP
 DE9726'139.35, 97.7 FT (29.8 M) SOUTH OF TH 1, 44.2 FT (13.5 M) WEST OF CO RD
 DE9726'37, 2.5 FT (0.8 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE
 DE9726'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9727 ***********************************************************************
 DE9727  DESIGNATION -  0404 F
 DE9727  PID         -  DE9727
 DE9727  STATE/COUNTY-  MN/BELTRAMI
 DE9727  COUNTRY     -  US
 DE9727  USGS QUAD   -  SAUM NE (1972)
 DE9727
 DE9727                         *CURRENT SURVEY CONTROL
 DE9727  ______________________________________________________________________
 DE9727* NAD 83(2007) POSITION- 47 52 31.20759(N) 094 36 43.83470(W)   ADJUSTED  
 DE9727* NAD 83(2007) ELLIP HT-   354.694 (meters)        (02/10/07)   ADJUSTED
 DE9727* NAD 83(2007) EPOCH   -  2002.00
 DE9727* NAVD 88 ORTHO HEIGHT -   382.909  (meters)    1256.26  (feet) ADJUSTED  
 DE9727  ______________________________________________________________________
 DE9727  NAD 83(2007) X  -   -344,660.323 (meters)                     COMP
 DE9727  NAD 83(2007) Y  - -4,272,366.928 (meters)                     COMP
 DE9727  NAD 83(2007) Z  -  4,707,853.155 (meters)                     COMP
 DE9727  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC09
 DE9727  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DE9727  DYNAMIC HEIGHT  -        382.974 (meters)     1256.47  (feet) COMP
 DE9727  MODELED GRAVITY -    980,771.1   (mgal)                       NAVD 88
 DE9727
 DE9727  VERT ORDER      -  SECOND    CLASS I
 DE9727
 DE9727  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9727  Type                                         Horiz  Ellip  Dist(km)
 DE9727  -------------------------------------------------------------------
 DE9727  NETWORK                                       1.18   0.84
 DE9727  -------------------------------------------------------------------
 DE9727  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.00   0.65      3.29
 DE9727  -------------------------------------------------------------------
 DE9727  NOTE: Click here for information on individual local accuracy
 DE9727  values and other accuracy information.
 DE9727
 DE9727
 DE9727.The horizontal coordinates were established by GPS observations
 DE9727.and adjusted by the National Geodetic Survey in February 2007.
 DE9727
 DE9727.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9727.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9727
 DE9727.The horizontal coordinates are valid at the epoch date displayed above
 DE9727.which is a decimal equivalence of Year/Month/Day.
 DE9727
 DE9727.The orthometric height was determined by differential leveling and
 DE9727.adjusted in October 2007.
 DE9727
 DE9727.Photographs are available for this station.
 DE9727
 DE9727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9727
 DE9727.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9727
 DE9727.The ellipsoidal height was determined by GPS observations
 DE9727.and is referenced to NAD 83.
 DE9727
 DE9727.The dynamic height is computed by dividing the NAVD 88
 DE9727.geopotential number by the normal gravity value computed on the
 DE9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9727.degrees latitude (g = 980.6199 gals.).
 DE9727
 DE9727.The modeled gravity was interpolated from observed gravity values.
 DE9727
 DE9727. The following values were computed from the NAD 83(2007) position.
 DE9727
 DE9727;                    North         East     Units Scale Factor Converg.
 DE9727;SPC MN N     -   254,006.984   686,899.887   MT  0.99990306   -1 07 15.1
 DE9727;SPC MN N     -   833,354.58  2,253,604.05   sFT  0.99990306   -1 07 15.1
 DE9727;UTM  15      - 5,303,702.480   379,451.024   MT  0.99977857   -1 11 45.1
 DE9727
 DE9727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9727!SPC MN N     -   0.99994441  x   0.99990306  =   0.99984748
 DE9727!UTM  15      -   0.99994441  x   0.99977857  =   0.99972299
 DE9727
 DE9727                          SUPERSEDED SURVEY CONTROL
 DE9727
 DE9727  NAD 83(1996)-  47 52 31.20733(N)    094 36 43.83472(W) AD(       ) 1
 DE9727  ELLIP H (01/24/03)  354.694  (m)                       GP(       ) 4 1
 DE9727  NAVD 88 (04/16/04)  382.922  (m)         1256.30   (f) SUPERSEDED  2 1
 DE9727  NAVD 88 (01/24/03)  382.91   (m)         1256.3    (f) LEVELING    3  
 DE9727
 DE9727.Superseded values are not recommended for survey control.
 DE9727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9727.See file dsdata.txt to determine how the superseded data were derived.
 DE9727
 DE9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7945103702(NAD 83)
 DE9727
 DE9727_MARKER: DD = SURVEY DISK
 DE9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9727_STAMPING: 0404 F 2001
 DE9727_MARK LOGO: MNDT  
 DE9727_PROJECTION: FLUSH
 DE9727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9727+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9727_ROD/PIPE-DEPTH:  3.0 meters
 DE9727
 DE9727  HISTORY     - Date     Condition        Report By
 DE9727  HISTORY     - 2001     MONUMENTED       MNDT
 DE9727  HISTORY     - 20010710 GOOD             MNDT
 DE9727
 DE9727                          STATION DESCRIPTION
 DE9727
 DE9727'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9727'THE MARK IS 8 MI (12.9 KM) WEST OF SHOOKS, 3.0 MI (4.8 KM) WEST ALONG
 DE9727'TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 138.35, 138.8 FT (42.3 M)
 DE9727'NORTH OF TH 1, 26.5 FT (8.1 M) WEST OF ROAD, 18.5 FT (5.6 M) SOUTH OF
 DE9727'P-POLE, 1.2 FT (0.4 M) NORTH OF WIT POST.
 DE9727
 DE9727                          STATION RECOVERY (2001)
 DE9727
 DE9727'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9727'THE MARK IS 8 MI (12.9 KM) WEST OF SHOOKS, 3.0 MI (4.8 KM) WEST ALONG
 DE9727'TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP
 DE9727'138.35, 138.8 FT (42.3 M) NORTH OF TH 1, 26.5 FT (8.1 M) WEST OF RD,
 DE9727'18.5 FT (5.6 M) SOUTH OF P-POLE, 1.2 FT (0.4 M) NORTH OF WIT POST,
 DE9727'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9728 ***********************************************************************
 DE9728  DESIGNATION -  0404 G
 DE9728  PID         -  DE9728
 DE9728  STATE/COUNTY-  MN/BELTRAMI
 DE9728  COUNTRY     -  US
 DE9728  USGS QUAD   -  SAUM (1972)
 DE9728
 DE9728                         *CURRENT SURVEY CONTROL
 DE9728  ______________________________________________________________________
 DE9728* NAD 83(2007) POSITION- 47 52 29.99033(N) 094 38 00.72731(W)   ADJUSTED  
 DE9728* NAD 83(2007) ELLIP HT-   347.361 (meters)        (02/10/07)   ADJUSTED
 DE9728* NAD 83(2007) EPOCH   -  2002.00
 DE9728* NAVD 88 ORTHO HEIGHT -   375.565  (meters)    1232.17  (feet) ADJUSTED  
 DE9728  ______________________________________________________________________
 DE9728  NAD 83(2007) X  -   -346,254.833 (meters)                     COMP
 DE9728  NAD 83(2007) Y  - -4,272,261.039 (meters)                     COMP
 DE9728  NAD 83(2007) Z  -  4,707,822.498 (meters)                     COMP
 DE9728  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC09
 DE9728  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DE9728  DYNAMIC HEIGHT  -        375.630 (meters)     1232.38  (feet) COMP
 DE9728  MODELED GRAVITY -    980,773.1   (mgal)                       NAVD 88
 DE9728
 DE9728  VERT ORDER      -  SECOND    CLASS I
 DE9728
 DE9728  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9728  Type                                         Horiz  Ellip  Dist(km)
 DE9728  -------------------------------------------------------------------
 DE9728  NETWORK                                       1.25   0.90
 DE9728  -------------------------------------------------------------------
 DE9728  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.82   0.56      2.40
 DE9728  -------------------------------------------------------------------
 DE9728  NOTE: Click here for information on individual local accuracy
 DE9728  values and other accuracy information.
 DE9728
 DE9728
 DE9728.The horizontal coordinates were established by GPS observations
 DE9728.and adjusted by the National Geodetic Survey in February 2007.
 DE9728
 DE9728.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9728.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9728
 DE9728.The horizontal coordinates are valid at the epoch date displayed above
 DE9728.which is a decimal equivalence of Year/Month/Day.
 DE9728
 DE9728.The orthometric height was determined by differential leveling and
 DE9728.adjusted in October 2007.
 DE9728
 DE9728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9728
 DE9728.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9728
 DE9728.The ellipsoidal height was determined by GPS observations
 DE9728.and is referenced to NAD 83.
 DE9728
 DE9728.The dynamic height is computed by dividing the NAVD 88
 DE9728.geopotential number by the normal gravity value computed on the
 DE9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9728.degrees latitude (g = 980.6199 gals.).
 DE9728
 DE9728.The modeled gravity was interpolated from observed gravity values.
 DE9728
 DE9728. The following values were computed from the NAD 83(2007) position.
 DE9728
 DE9728;                    North         East     Units Scale Factor Converg.
 DE9728;SPC MN N     -   254,000.872   685,301.842   MT  0.99990305   -1 08 12.1
 DE9728;SPC MN N     -   833,334.53  2,248,361.13   sFT  0.99990305   -1 08 12.1
 DE9728;UTM  15      - 5,303,698.461   377,853.168   MT  0.99978333   -1 12 42.2
 DE9728
 DE9728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9728!SPC MN N     -   0.99994556  x   0.99990305  =   0.99984861
 DE9728!UTM  15      -   0.99994556  x   0.99978333  =   0.99972890
 DE9728
 DE9728                          SUPERSEDED SURVEY CONTROL
 DE9728
 DE9728  NAD 83(1996)-  47 52 29.99005(N)    094 38 00.72732(W) AD(       ) 1
 DE9728  ELLIP H (01/24/03)  347.361  (m)                       GP(       ) 4 1
 DE9728  NAVD 88 (04/16/04)  375.581  (m)         1232.22   (f) SUPERSEDED  2 1
 DE9728  NAVD 88 (01/24/03)  375.57   (m)         1232.2    (f) LEVELING    3  
 DE9728
 DE9728.Superseded values are not recommended for survey control.
 DE9728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9728.See file dsdata.txt to determine how the superseded data were derived.
 DE9728
 DE9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7785303698(NAD 83)
 DE9728
 DE9728_MARKER: DD = SURVEY DISK
 DE9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9728_STAMPING: 0404 G 2001
 DE9728_MARK LOGO: MNDT  
 DE9728_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9728+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9728_ROD/PIPE-DEPTH:  3.0 meters
 DE9728
 DE9728  HISTORY     - Date     Condition        Report By
 DE9728  HISTORY     - 2001     MONUMENTED       MNDT
 DE9728  HISTORY     - 20010710 GOOD             MNDT
 DE9728
 DE9728                          STATION DESCRIPTION
 DE9728
 DE9728'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9728'THE MARK IS 9 MI (14.5 KM) WEST OF SHOOKS, 4.0 MI (6.4 KM) WEST ALONG
 DE9728'TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 137.35, 71.6 FT (21.8 M) SOUTH
 DE9728'OF TH 1, 20.5 FT (6.2 M) EAST OF P-POLE, 1.6 FT (0.5 M) NORTH OF WIT
 DE9728'POST.
 DE9728
 DE9728                          STATION RECOVERY (2001)
 DE9728
 DE9728'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9728'THE MARK IS 9 MI (14.5 KM) WEST OF SHOOKS, 4.0 MI (6.4 KM) WEST ALONG
 DE9728'TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP
 DE9728'137.35, 71.6 FT (21.8 M) SOUTH OF TH 1, 20.5 FT (6.2 M) EAST OF
 DE9728'P-POLE, 1.6 FT (0.5 M) NORTH OF WIT POST, PROJECTS 1 INCH, MAGNETIC,
 DE9728'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9729 ***********************************************************************
 DE9729  DESIGNATION -  0404 H
 DE9729  PID         -  DE9729
 DE9729  STATE/COUNTY-  MN/BELTRAMI
 DE9729  COUNTRY     -  US
 DE9729  USGS QUAD   -  SAUM (1972)
 DE9729
 DE9729                         *CURRENT SURVEY CONTROL
 DE9729  ______________________________________________________________________
 DE9729* NAD 83(2007) POSITION- 47 52 32.12869(N) 094 39 19.64445(W)   ADJUSTED  
 DE9729* NAD 83(2007) ELLIP HT-   343.939 (meters)        (02/10/07)   ADJUSTED
 DE9729* NAD 83(2007) EPOCH   -  2002.00
 DE9729* NAVD 88 ORTHO HEIGHT -   372.146  (meters)    1220.95  (feet) ADJUSTED  
 DE9729  ______________________________________________________________________
 DE9729  NAD 83(2007) X  -   -347,885.217 (meters)                     COMP
 DE9729  NAD 83(2007) Y  - -4,272,077.136 (meters)                     COMP
 DE9729  NAD 83(2007) Z  -  4,707,864.261 (meters)                     COMP
 DE9729  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC09
 DE9729  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DE9729  DYNAMIC HEIGHT  -        372.210 (meters)     1221.16  (feet) COMP
 DE9729  MODELED GRAVITY -    980,774.5   (mgal)                       NAVD 88
 DE9729
 DE9729  VERT ORDER      -  SECOND    CLASS I
 DE9729
 DE9729  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9729  Type                                         Horiz  Ellip  Dist(km)
 DE9729  -------------------------------------------------------------------
 DE9729  NETWORK                                       1.07   0.80
 DE9729  -------------------------------------------------------------------
 DE9729  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.04   0.75      4.91
 DE9729  -------------------------------------------------------------------
 DE9729  NOTE: Click here for information on individual local accuracy
 DE9729  values and other accuracy information.
 DE9729
 DE9729
 DE9729.The horizontal coordinates were established by GPS observations
 DE9729.and adjusted by the National Geodetic Survey in February 2007.
 DE9729
 DE9729.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9729.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9729
 DE9729.The horizontal coordinates are valid at the epoch date displayed above
 DE9729.which is a decimal equivalence of Year/Month/Day.
 DE9729
 DE9729.The orthometric height was determined by differential leveling and
 DE9729.adjusted in October 2007.
 DE9729
 DE9729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9729
 DE9729.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9729
 DE9729.The ellipsoidal height was determined by GPS observations
 DE9729.and is referenced to NAD 83.
 DE9729
 DE9729.The dynamic height is computed by dividing the NAVD 88
 DE9729.geopotential number by the normal gravity value computed on the
 DE9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9729.degrees latitude (g = 980.6199 gals.).
 DE9729
 DE9729.The modeled gravity was interpolated from observed gravity values.
 DE9729
 DE9729. The following values were computed from the NAD 83(2007) position.
 DE9729
 DE9729;                    North         East     Units Scale Factor Converg.
 DE9729;SPC MN N     -   254,099.656   683,663.815   MT  0.99990306   -1 09 10.6
 DE9729;SPC MN N     -   833,658.62  2,242,987.03   sFT  0.99990306   -1 09 10.6
 DE9729;UTM  15      - 5,303,799.379   376,215.464   MT  0.99978828   -1 13 40.8
 DE9729
 DE9729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9729!SPC MN N     -   0.99994610  x   0.99990306  =   0.99984916
 DE9729!UTM  15      -   0.99994610  x   0.99978828  =   0.99973439
 DE9729
 DE9729                          SUPERSEDED SURVEY CONTROL
 DE9729
 DE9729  NAD 83(1996)-  47 52 32.12839(N)    094 39 19.64445(W) AD(       ) 1
 DE9729  ELLIP H (01/24/03)  343.938  (m)                       GP(       ) 4 1
 DE9729  NAVD 88 (04/16/04)  372.163  (m)         1221.00   (f) SUPERSEDED  2 1
 DE9729  NAVD 88 (01/24/03)  372.15   (m)         1221.0    (f) LEVELING    3  
 DE9729
 DE9729.Superseded values are not recommended for survey control.
 DE9729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9729.See file dsdata.txt to determine how the superseded data were derived.
 DE9729
 DE9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7621503799(NAD 83)
 DE9729
 DE9729_MARKER: DD = SURVEY DISK
 DE9729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9729_STAMPING: 0404 H 2001
 DE9729_MARK LOGO: MNDT  
 DE9729_PROJECTION: FLUSH
 DE9729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9729+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9729_ROD/PIPE-DEPTH:  4.6 meters
 DE9729
 DE9729  HISTORY     - Date     Condition        Report By
 DE9729  HISTORY     - 2001     MONUMENTED       MNDT
 DE9729  HISTORY     - 20010710 GOOD             MNDT
 DE9729
 DE9729                          STATION DESCRIPTION
 DE9729
 DE9729'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9729'THE MARK IS 10 MI (16.1 KM) WEST OF SHOOKS, 5.0 MI (8.0 KM) WEST ALONG
 DE9729'TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 136.35, 114.3 FT (34.8 M)
 DE9729'NORTH OF TH 1, 41.7 FT (12.7 M) WEST OF ROAD, 44.5 FT (13.6 M) NORTH
 DE9729'OF TEL PEDESTAL, 1.3 FT (0.4 M) EAST OF WIT POST.
 DE9729
 DE9729                          STATION RECOVERY (2001)
 DE9729
 DE9729'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9729'THE MARK IS 10 MI (16.1 KM) WEST OF SHOOKS, 5.0 MI (8.0 KM) WEST ALONG
 DE9729'TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP
 DE9729'136.35, 114.3 FT (34.8 M) NORTH OF TH 1, 41.7 FT (12.7 M) WEST OF RD,
 DE9729'44.5 FT (13.6 M) NORTH OF TEL PEDESTAL, 1.3 FT (0.4 M) EAST OF WIT
 DE9729'POST, FLUSH MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9731 ***********************************************************************
 DE9731  DESIGNATION -  0404 J
 DE9731  PID         -  DE9731
 DE9731  STATE/COUNTY-  MN/BELTRAMI
 DE9731  COUNTRY     -  US
 DE9731  USGS QUAD   -  O'BRIEN LOOKOUT TOWER (1972)
 DE9731
 DE9731                         *CURRENT SURVEY CONTROL
 DE9731  ______________________________________________________________________
 DE9731* NAD 83(2007) POSITION- 47 52 15.10253(N) 094 43 19.69379(W)   ADJUSTED  
 DE9731* NAD 83(2007) ELLIP HT-   338.081 (meters)        (02/10/07)   ADJUSTED
 DE9731* NAD 83(2007) EPOCH   -  2002.00
 DE9731* NAVD 88 ORTHO HEIGHT -   366.275  (meters)    1201.69  (feet) ADJUSTED  
 DE9731  ______________________________________________________________________
 DE9731  NAD 83(2007) X  -   -352,888.575 (meters)                     COMP
 DE9731  NAD 83(2007) Y  - -4,272,054.170 (meters)                     COMP
 DE9731  NAD 83(2007) Z  -  4,707,507.164 (meters)                     COMP
 DE9731  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC09
 DE9731  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 DE9731  DYNAMIC HEIGHT  -        366.337 (meters)     1201.89  (feet) COMP
 DE9731  MODELED GRAVITY -    980,772.7   (mgal)                       NAVD 88
 DE9731
 DE9731  VERT ORDER      -  SECOND    CLASS I
 DE9731
 DE9731  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9731  Type                                         Horiz  Ellip  Dist(km)
 DE9731  -------------------------------------------------------------------
 DE9731  NETWORK                                       1.07   0.88
 DE9731  -------------------------------------------------------------------
 DE9731  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.08   0.81      5.60
 DE9731  -------------------------------------------------------------------
 DE9731  NOTE: Click here for information on individual local accuracy
 DE9731  values and other accuracy information.
 DE9731
 DE9731
 DE9731.The horizontal coordinates were established by GPS observations
 DE9731.and adjusted by the National Geodetic Survey in February 2007.
 DE9731
 DE9731.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9731.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9731
 DE9731.The horizontal coordinates are valid at the epoch date displayed above
 DE9731.which is a decimal equivalence of Year/Month/Day.
 DE9731
 DE9731.The orthometric height was determined by differential leveling and
 DE9731.adjusted in October 2007.
 DE9731
 DE9731.Photographs are available for this station.
 DE9731
 DE9731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9731
 DE9731.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9731
 DE9731.The ellipsoidal height was determined by GPS observations
 DE9731.and is referenced to NAD 83.
 DE9731
 DE9731.The dynamic height is computed by dividing the NAVD 88
 DE9731.geopotential number by the normal gravity value computed on the
 DE9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9731.degrees latitude (g = 980.6199 gals.).
 DE9731
 DE9731.The modeled gravity was interpolated from observed gravity values.
 DE9731
 DE9731. The following values were computed from the NAD 83(2007) position.
 DE9731
 DE9731;                    North         East     Units Scale Factor Converg.
 DE9731;SPC MN N     -   253,676.467   678,666.321   MT  0.99990301   -1 12 08.5
 DE9731;SPC MN N     -   832,270.21  2,226,591.09   sFT  0.99990301   -1 12 08.5
 DE9731;UTM  15      - 5,303,382.779   371,217.955   MT  0.99980379   -1 16 38.5
 DE9731
 DE9731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9731!SPC MN N     -   0.99994701  x   0.99990301  =   0.99985003
 DE9731!UTM  15      -   0.99994701  x   0.99980379  =   0.99975081
 DE9731
 DE9731                          SUPERSEDED SURVEY CONTROL
 DE9731
 DE9731  NAD 83(1996)-  47 52 15.10218(N)    094 43 19.69378(W) AD(       ) 1
 DE9731  ELLIP H (01/24/03)  338.080  (m)                       GP(       ) 4 1
 DE9731  NAVD 88 (04/16/04)  366.297  (m)         1201.76   (f) SUPERSEDED  2 1
 DE9731  NAVD 88 (01/24/03)  366.28   (m)         1201.7    (f) LEVELING    3  
 DE9731
 DE9731.Superseded values are not recommended for survey control.
 DE9731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9731.See file dsdata.txt to determine how the superseded data were derived.
 DE9731
 DE9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7121703382(NAD 83)
 DE9731
 DE9731_MARKER: DD = SURVEY DISK
 DE9731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9731_STAMPING: 0404 J 2001
 DE9731_MARK LOGO: MNDT  
 DE9731_PROJECTION: FLUSH
 DE9731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9731+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DE9731_ROD/PIPE-DEPTH: 10.1 meters
 DE9731
 DE9731  HISTORY     - Date     Condition        Report By
 DE9731  HISTORY     - 2001     MONUMENTED       MNDT
 DE9731  HISTORY     - 20010710 GOOD             MNDT
 DE9731  HISTORY     - 20061107 GOOD             MNDT
 DE9731
 DE9731                          STATION DESCRIPTION
 DE9731
 DE9731'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9731'THE MARK IS 13 MI (20.9 KM) WEST OF SHOOKS, 8.25 MI (13.28 KM) WEST
 DE9731'ALONG TH 1 FROM WEST JCT OF TH 72, AT TH 1 MP 133.1, 83.2 FT (25.4 M)
 DE9731'SE OF TH 1, 74.4 FT (22.7 M) SW OF CO RD 23, 20.3 FT (6.2 M) EAST OF
 DE9731'P-POLE, 1.9 FT (0.6 M) EAST OF WIT POST.
 DE9731
 DE9731                          STATION RECOVERY (2001)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9731'THE MARK IS 13 MI (20.9 KM) WEST OF SHOOKS, 8.25 MI (13.28 KM) WEST
 DE9731'ALONG TH 1 FROM WEST JCT OF TH 1 AND TH 72 (5 MI WEST OF SHOOKS), AT
 DE9731'TH 1 MP 133.1, 83.2 FT (25.4 M) SE OF TH 1, 74.4 FT (22.7 M) SW OF CO
 DE9731'RD 23, 20.3 FT (6.2 M) EAST OF P-POLE, 1.9 FT (0.6 M) EAST OF WIT
 DE9731'POST, FLUSH MAGNETIC, AND SUITABLE FOR GPS.
 DE9731
 DE9731                          STATION RECOVERY (2006)
 DE9731
 DE9731'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DE9731'13 MILES WEST OF SHOOKS, 8.25 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9731'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 72 (5 MILES WEST OF
 DE9731'SHOOKS), AT TRUNK HIGHWAY 1 MILEPOINT 133.1, 83.2 FEET SOUTHEAST OF
 DE9731'TRUNK HIGHWAY 1, 74.4 FEET SOUTHWEST OF COUNTY ROAD 23, 20.3 FEET EAST
 DE9731'OF POWER POLE, 1.9 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7363 ***********************************************************************
 DF7363  DESIGNATION -  0404 K
 DF7363  PID         -  DF7363
 DF7363  STATE/COUNTY-  MN/BELTRAMI
 DF7363  COUNTRY     -  US
 DF7363  USGS QUAD   -  NEBISH (1972)
 DF7363
 DF7363                         *CURRENT SURVEY CONTROL
 DF7363  ______________________________________________________________________
 DF7363* NAD 83(1986) POSITION- 47 51 41.55   (N) 094 47 05.49   (W)   HD_HELD1  
 DF7363* NAVD 88 ORTHO HEIGHT -   373.675  (meters)    1225.97  (feet) ADJUSTED  
 DF7363  ______________________________________________________________________
 DF7363  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DF7363  DYNAMIC HEIGHT  -        373.736 (meters)     1226.17  (feet) COMP
 DF7363  MODELED GRAVITY -    980,765.7   (mgal)                       NAVD 88
 DF7363
 DF7363  VERT ORDER      -  SECOND    CLASS I
 DF7363
 DF7363.The horizontal coordinates were established by differentially corrected
 DF7363.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF7363.
 DF7363.The orthometric height was determined by differential leveling and
 DF7363.adjusted in October 2007.
 DF7363
 DF7363.Photographs are available for this station.
 DF7363
 DF7363.The dynamic height is computed by dividing the NAVD 88
 DF7363.geopotential number by the normal gravity value computed on the
 DF7363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7363.degrees latitude (g = 980.6199 gals.).
 DF7363
 DF7363.The modeled gravity was interpolated from observed gravity values.
 DF7363
 DF7363;                    North         East    Units  Estimated Accuracy
 DF7363;SPC MN N     -   252,740.9     673,953.0     MT  (+/- 3 meters HH1 GPS) 
 DF7363
 DF7363                          SUPERSEDED SURVEY CONTROL
 DF7363
 DF7363  NAVD 88 (04/16/04)  373.702  (m)         1226.05   (f) SUPERSEDED  2 1
 DF7363
 DF7363.Superseded values are not recommended for survey control.
 DF7363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7363.See file dsdata.txt to determine how the superseded data were derived.
 DF7363
 DF7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6650302453(NAD 83)
 DF7363
 DF7363_MARKER: DD = SURVEY DISK
 DF7363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7363_STAMPING: 0404 K 2001
 DF7363_MARK LOGO: MNDT  
 DF7363_PROJECTION: FLUSH
 DF7363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7363+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2003
 DF7363_ROD/PIPE-DEPTH: 12.2 meters
 DF7363
 DF7363  HISTORY     - Date     Condition        Report By
 DF7363  HISTORY     - 2001     MONUMENTED       MNDT
 DF7363  HISTORY     - 20030522 GOOD             MNDT
 DF7363  HISTORY     - 20030729 GOOD             MNDT
 DF7363  HISTORY     - 20030729 GOOD             MNDT
 DF7363
 DF7363                          STATION DESCRIPTION
 DF7363
 DF7363'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7363'THE MARK IS 12 MI (19.3 KM) EAST OF RED LAKE, 12.85 MI (20.68 KM) EAST
 DF7363'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DF7363'AT TH 1 MP 129.85, 229.4 FT (69.9 M) NORTH OF TH 1, 15.2 FT (4.6 M)
 DF7363'EAST OF TRAIL, 1.7 FT (0.5 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DF7363'NOT SUITABLE FOR GPS.
 DF7363
 DF7363                          STATION RECOVERY (2003)
 DF7363
 DF7363'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DF7363'THE MARK WAS RECOVERED AS DESCRIBED.
 DF7363
 DF7363                          STATION RECOVERY (2003)
 DF7363
 DF7363'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 DF7363'12 MILES EAST OF RED LAKE, 12.85 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DF7363'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DF7363'LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 129.85, 229.4 FEET NORTH OF TRUNK
 DF7363'HIGHWAY 1, 15.2 FEET EAST OF TRAIL, 1.7 FEET SOUTH OF WITNESS POST
 DF7363
 DF7363                          STATION RECOVERY (2003)
 DF7363
 DF7363'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 DF7363'12 MILES EAST OF RED LAKE, 12.85 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DF7363'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DF7363'LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 129.85, 229.4 FEET NORTH OF TRUNK
 DF7363'HIGHWAY 1, 15.2 FEET EAST OF TRAIL, 1.7 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9733 ***********************************************************************
 DE9733  DESIGNATION -  0404 L
 DE9733  PID         -  DE9733
 DE9733  STATE/COUNTY-  MN/BELTRAMI
 DE9733  COUNTRY     -  US
 DE9733  USGS QUAD   -  NEBISH (1972)
 DE9733
 DE9733                         *CURRENT SURVEY CONTROL
 DE9733  ______________________________________________________________________
 DE9733* NAD 83(2007) POSITION- 47 51 38.14448(N) 094 48 12.09848(W)   ADJUSTED  
 DE9733* NAD 83(2007) ELLIP HT-   343.584 (meters)        (02/10/07)   ADJUSTED
 DE9733* NAD 83(2007) EPOCH   -  2002.00
 DE9733* NAVD 88 ORTHO HEIGHT -   371.735  (meters)    1219.60  (feet) ADJUSTED  
 DE9733  ______________________________________________________________________
 DE9733  NAD 83(2007) X  -   -359,015.553 (meters)                     COMP
 DE9733  NAD 83(2007) Y  - -4,272,396.850 (meters)                     COMP
 DE9733  NAD 83(2007) Z  -  4,706,745.427 (meters)                     COMP
 DE9733  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC09
 DE9733  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DE9733  DYNAMIC HEIGHT  -        371.795 (meters)     1219.80  (feet) COMP
 DE9733  MODELED GRAVITY -    980,763.5   (mgal)                       NAVD 88
 DE9733
 DE9733  VERT ORDER      -  SECOND    CLASS I
 DE9733
 DE9733  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9733  Type                                         Horiz  Ellip  Dist(km)
 DE9733  -------------------------------------------------------------------
 DE9733  NETWORK                                       0.93   0.76
 DE9733  -------------------------------------------------------------------
 DE9733  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.99   0.74      7.89
 DE9733  -------------------------------------------------------------------
 DE9733  NOTE: Click here for information on individual local accuracy
 DE9733  values and other accuracy information.
 DE9733
 DE9733
 DE9733.The horizontal coordinates were established by GPS observations
 DE9733.and adjusted by the National Geodetic Survey in February 2007.
 DE9733
 DE9733.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9733.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9733
 DE9733.The horizontal coordinates are valid at the epoch date displayed above
 DE9733.which is a decimal equivalence of Year/Month/Day.
 DE9733
 DE9733.The orthometric height was determined by differential leveling and
 DE9733.adjusted in October 2007.
 DE9733
 DE9733.Photographs are available for this station.
 DE9733
 DE9733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9733
 DE9733.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9733
 DE9733.The ellipsoidal height was determined by GPS observations
 DE9733.and is referenced to NAD 83.
 DE9733
 DE9733.The dynamic height is computed by dividing the NAVD 88
 DE9733.geopotential number by the normal gravity value computed on the
 DE9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9733.degrees latitude (g = 980.6199 gals.).
 DE9733
 DE9733.The modeled gravity was interpolated from observed gravity values.
 DE9733
 DE9733. The following values were computed from the NAD 83(2007) position.
 DE9733
 DE9733;                    North         East     Units Scale Factor Converg.
 DE9733;SPC MN N     -   252,666.072   672,566.721   MT  0.99990291   -1 15 45.2
 DE9733;SPC MN N     -   828,955.27  2,206,579.32   sFT  0.99990291   -1 15 45.2
 DE9733;UTM  15      - 5,302,380.452   365,117.584   MT  0.99982356   -1 20 14.7
 DE9733
 DE9733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9733!SPC MN N     -   0.99994615  x   0.99990291  =   0.99984907
 DE9733!UTM  15      -   0.99994615  x   0.99982356  =   0.99976972
 DE9733
 DE9733                          SUPERSEDED SURVEY CONTROL
 DE9733
 DE9733  NAD 83(1996)-  47 51 38.14411(N)    094 48 12.09845(W) AD(       ) 1
 DE9733  ELLIP H (01/24/03)  343.584  (m)                       GP(       ) 4 1
 DE9733  NAVD 88 (01/10/08)  371.74   (m)         1219.6    (f) LEVELING    3  
 DE9733  NAVD 88 (04/16/04)  371.763  (m)         1219.69   (f) SUPERSEDED  2 1
 DE9733  NAVD 88 (01/24/03)  371.74   (m)         1219.6    (f) LEVELING    3  
 DE9733
 DE9733.Superseded values are not recommended for survey control.
 DE9733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9733.See file dsdata.txt to determine how the superseded data were derived.
 DE9733
 DE9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6511702380(NAD 83)
 DE9733
 DE9733_MARKER: DD = SURVEY DISK
 DE9733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9733_STAMPING: 0404 L 2001
 DE9733_MARK LOGO: MNDT  
 DE9733_PROJECTION: FLUSH
 DE9733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9733+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DE9733_ROD/PIPE-DEPTH:  7.6 meters
 DE9733
 DE9733  HISTORY     - Date     Condition        Report By
 DE9733  HISTORY     - 2001     MONUMENTED       MNDT
 DE9733  HISTORY     - 20010710 GOOD             MNDT
 DE9733  HISTORY     - 20030522 GOOD             MNDT
 DE9733  HISTORY     - 20030729 GOOD             MNDT
 DE9733  HISTORY     - 20030729 GOOD             MNDT
 DE9733  HISTORY     - 20061102 GOOD             MNDT
 DE9733
 DE9733                          STATION DESCRIPTION
 DE9733
 DE9733'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9733'THE MARK IS 11 MI (17.7 KM) EAST OF RED LAKE, 12 MI (19.3 KM) EAST
 DE9733'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 129, 90.8 FT (27.7 M)
 DE9733'NORTH OF TH 1, 14 FT (4.3 M) EAST OF ROAD, 1 FT (0.3 M) SOUTH OF WIT
 DE9733'POST.
 DE9733
 DE9733                          STATION RECOVERY (2001)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9733'THE MARK IS 11 MI (17.7 KM) EAST OF RED LAKE, 12 MI (19.3 KM) EAST
 DE9733'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9733'AT TH 1 MP 129, 90.8 FT (27.7 M) NORTH OF TH 1, 14 FT (4.3 M) EAST OF
 DE9733'RD, 1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DE9733'GPS.
 DE9733
 DE9733                          STATION RECOVERY (2003)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DE9733'THE MARK WAS RECOVERED AS DESCRIBED.
 DE9733
 DE9733                          STATION RECOVERY (2003)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 DE9733'11 MILES EAST OF RED LAKE, 12 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9733'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DE9733'LAKE) AT TRUNK HIGHWAY 1 MILEPOINT 129, 30.8 FEET NORTH OF TRUNK
 DE9733'HIGHWAY 1, 14.0 FEET EAST OF ROAD,1.0 FOOT SOUTH OF WITNESS POST
 DE9733
 DE9733                          STATION RECOVERY (2003)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 DE9733'11 MILES EAST OF RED LAKE, 12 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9733'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DE9733'LAKE) AT TRUNK HIGHWAY 1 MILEPOINT 129, 30.8 FEET NORTH OF TRUNK
 DE9733'HIGHWAY 1, 14.0 FEET EAST OF ROAD,1.0 FOOT SOUTH OF WITNESS POST
 DE9733
 DE9733                          STATION RECOVERY (2006)
 DE9733
 DE9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DE9733'11 MILES EAST OF RED LAKE, 12 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9733'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1 MILE WEST OF RED
 DE9733'LAKE) AT TRUNK HIGHWAY 1 MILEPOINT 129, 30.8 FEET NORTH OF TRUNK
 DE9733'HIGHWAY 1, 14.0 FEET EAST OF ROAD,1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9021 ***********************************************************************
 DF9021  DESIGNATION -  0404 L 1
 DF9021  PID         -  DF9021
 DF9021  STATE/COUNTY-  MN/BELTRAMI
 DF9021  COUNTRY     -  US
 DF9021  USGS QUAD   -  NEBISH (1972)
 DF9021
 DF9021                         *CURRENT SURVEY CONTROL
 DF9021  ______________________________________________________________________
 DF9021* NAD 83(1986) POSITION- 47 52 29.6    (N) 094 48 00.0    (W)   HD_HELD2  
 DF9021* NAVD 88 ORTHO HEIGHT -   361.977  (meters)    1187.59  (feet) ADJUSTED  
 DF9021  ______________________________________________________________________
 DF9021  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DF9021  DYNAMIC HEIGHT  -        362.036 (meters)     1187.78  (feet) COMP
 DF9021  MODELED GRAVITY -    980,763.5   (mgal)                       NAVD 88
 DF9021
 DF9021  VERT ORDER      -  SECOND    CLASS I
 DF9021
 DF9021.The horizontal coordinates were established by autonomous hand held GPS
 DF9021.observations and have an estimated accuracy of +/- 10 meters.
 DF9021.
 DF9021.The orthometric height was determined by differential leveling and
 DF9021.adjusted in October 2007.
 DF9021
 DF9021.The dynamic height is computed by dividing the NAVD 88
 DF9021.geopotential number by the normal gravity value computed on the
 DF9021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9021.degrees latitude (g = 980.6199 gals.).
 DF9021
 DF9021.The modeled gravity was interpolated from observed gravity values.
 DF9021
 DF9021;                    North         East    Units  Estimated Accuracy
 DF9021;SPC MN N     -   254,249.      672,853.      MT  (+/- 10 meters HH2 GPS)
 DF9021
 DF9021                          SUPERSEDED SURVEY CONTROL
 DF9021
 DF9021  NAVD 88 (04/16/04)  362.006  (m)         1187.68   (f) SUPERSEDED  2 1
 DF9021
 DF9021.Superseded values are not recommended for survey control.
 DF9021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9021.See file dsdata.txt to determine how the superseded data were derived.
 DF9021
 DF9021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6540503963(NAD 83)
 DF9021
 DF9021_MARKER: DV = VERTICAL CONTROL DISK
 DF9021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF9021_SP_SET: BRIDGE ABUTMENT
 DF9021_STAMPING: 0404 L 1 2003
 DF9021_MARK LOGO: MNDT  
 DF9021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9021+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 DF9021
 DF9021  HISTORY     - Date     Condition        Report By
 DF9021  HISTORY     - 1993     MONUMENTED       MNDT
 DF9021  HISTORY     - 20030522 GOOD             MNDT
 DF9021
 DF9021                          STATION DESCRIPTION
 DF9021
 DF9021'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DF9021'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.5 MI (10.5
 DF9021'KM) EAST OF REDBY, IN ABUTMENT AT SE COR OF BRDG OVER HAY CREEK, 5.5
 DF9021'MI (8.9 KM) EAST ALONG TH 1 FROM REDBY, THENCE 1.2 MI (1.9 KM) NORTH
 DF9021'ALONG RESERVATION SERVICE ROAD NO 18, 18.3 FT (5.6 M) SE OF
 DF9021'RESERVATION SERVICE ROAD NO 18, FLUSH, NOT MAGNETIC, AND NOT SUITABLE
 DF9021'FOR GPS.  DISK SET IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 2003.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9734 ***********************************************************************
 DE9734  DESIGNATION -  0404 M
 DE9734  PID         -  DE9734
 DE9734  STATE/COUNTY-  MN/BELTRAMI
 DE9734  COUNTRY     -  US
 DE9734  USGS QUAD   -  NEBISH (1972)
 DE9734
 DE9734                         *CURRENT SURVEY CONTROL
 DE9734  ______________________________________________________________________
 DE9734* NAD 83(2007) POSITION- 47 51 54.83932(N) 094 49 56.80818(W)   ADJUSTED  
 DE9734* NAD 83(2007) ELLIP HT-   341.042 (meters)        (02/10/07)   ADJUSTED
 DE9734* NAD 83(2007) EPOCH   -  2002.00
 DE9734* NAVD 88 ORTHO HEIGHT -   369.193  (meters)    1211.26  (feet) ADJUSTED  
 DE9734  ______________________________________________________________________
 DE9734  NAD 83(2007) X  -   -361,152.020 (meters)                     COMP
 DE9734  NAD 83(2007) Y  - -4,271,831.326 (meters)                     COMP
 DE9734  NAD 83(2007) Z  -  4,707,089.499 (meters)                     COMP
 DE9734  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC09
 DE9734  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DE9734  DYNAMIC HEIGHT  -        369.252 (meters)     1211.45  (feet) COMP
 DE9734  MODELED GRAVITY -    980,759.3   (mgal)                       NAVD 88
 DE9734
 DE9734  VERT ORDER      -  SECOND    CLASS I
 DE9734
 DE9734  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9734  Type                                         Horiz  Ellip  Dist(km)
 DE9734  -------------------------------------------------------------------
 DE9734  NETWORK                                       1.03   0.82
 DE9734  -------------------------------------------------------------------
 DE9734  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.06   0.76      5.16
 DE9734  -------------------------------------------------------------------
 DE9734  NOTE: Click here for information on individual local accuracy
 DE9734  values and other accuracy information.
 DE9734
 DE9734
 DE9734.The horizontal coordinates were established by GPS observations
 DE9734.and adjusted by the National Geodetic Survey in February 2007.
 DE9734
 DE9734.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9734.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9734
 DE9734.The horizontal coordinates are valid at the epoch date displayed above
 DE9734.which is a decimal equivalence of Year/Month/Day.
 DE9734
 DE9734.The orthometric height was determined by differential leveling and
 DE9734.adjusted in October 2007.
 DE9734
 DE9734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9734
 DE9734.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9734
 DE9734.The ellipsoidal height was determined by GPS observations
 DE9734.and is referenced to NAD 83.
 DE9734
 DE9734.The dynamic height is computed by dividing the NAVD 88
 DE9734.geopotential number by the normal gravity value computed on the
 DE9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9734.degrees latitude (g = 980.6199 gals.).
 DE9734
 DE9734.The modeled gravity was interpolated from observed gravity values.
 DE9734
 DE9734. The following values were computed from the NAD 83(2007) position.
 DE9734
 DE9734;                    North         East     Units Scale Factor Converg.
 DE9734;SPC MN N     -   253,229.880   670,402.628   MT  0.99990295   -1 17 02.8
 DE9734;SPC MN N     -   830,805.03  2,199,479.29   sFT  0.99990295   -1 17 02.8
 DE9734;UTM  15      - 5,302,947.046   362,954.394   MT  0.99983079   -1 21 32.7
 DE9734
 DE9734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9734!SPC MN N     -   0.99994655  x   0.99990295  =   0.99984951
 DE9734!UTM  15      -   0.99994655  x   0.99983079  =   0.99977735
 DE9734
 DE9734                          SUPERSEDED SURVEY CONTROL
 DE9734
 DE9734  NAD 83(1996)-  47 51 54.83895(N)    094 49 56.80816(W) AD(       ) 1
 DE9734  ELLIP H (01/24/03)  341.040  (m)                       GP(       ) 4 1
 DE9734  NAVD 88 (04/16/04)  369.225  (m)         1211.37   (f) SUPERSEDED  2 1
 DE9734  NAVD 88 (01/24/03)  369.20   (m)         1211.3    (f) LEVELING    3  
 DE9734
 DE9734.Superseded values are not recommended for survey control.
 DE9734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9734.See file dsdata.txt to determine how the superseded data were derived.
 DE9734
 DE9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6295402947(NAD 83)
 DE9734
 DE9734_MARKER: DD = SURVEY DISK
 DE9734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9734_STAMPING: 0404 M 2001
 DE9734_MARK LOGO: MNDT  
 DE9734_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9734+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 DE9734_ROD/PIPE-DEPTH:  6.1 meters
 DE9734
 DE9734  HISTORY     - Date     Condition        Report By
 DE9734  HISTORY     - 2001     MONUMENTED       MNDT
 DE9734  HISTORY     - 20010710 GOOD             MNDT
 DE9734  HISTORY     - 20030522 GOOD             MNDT
 DE9734
 DE9734                          STATION DESCRIPTION
 DE9734
 DE9734'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9734'THE MARK IS 9.5 MI (15.3 KM) EAST OF RED LAKE, 10.55 MI (16.98 KM)
 DE9734'EAST ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 127.55, 43 FT
 DE9734'(13.1 M) NORTH OF TH 1, 15 FT (4.6 M) WEST OF DRIVEWAY, 2 FT (0.6 M)
 DE9734'SOUTH OF WIT POST.
 DE9734
 DE9734                          STATION RECOVERY (2001)
 DE9734
 DE9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9734'THE MARK IS 9.5 MI (15.3 KM) EAST OF RED LAKE, 10.55 MI (16.98 KM)
 DE9734'EAST ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED
 DE9734'LAKE), AT TH 1 MP 127.55, 43 FT (13.1 M) NORTH OF TH 1, 15 FT (4.6 M)
 DE9734'WEST OF DRIVEWAY, 2 FT (0.6 M) SOUTH OF WIT POST, PROJECTS 1 INCH,
 DE9734'MAGNETIC, AND SUITABLE FOR GPS.
 DE9734
 DE9734                          STATION RECOVERY (2003)
 DE9734
 DE9734'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DE9734'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7365 ***********************************************************************
 DF7365  DESIGNATION -  0404 N
 DF7365  PID         -  DF7365
 DF7365  STATE/COUNTY-  MN/BELTRAMI
 DF7365  COUNTRY     -  US
 DF7365  USGS QUAD   -  NEBISH (1972)
 DF7365
 DF7365                         *CURRENT SURVEY CONTROL
 DF7365  ______________________________________________________________________
 DF7365* NAD 83(1986) POSITION- 47 52 17.31   (N) 094 50 46.77   (W)   HD_HELD1  
 DF7365* NAVD 88 ORTHO HEIGHT -   365.832  (meters)    1200.23  (feet) ADJUSTED  
 DF7365  ______________________________________________________________________
 DF7365  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DF7365  DYNAMIC HEIGHT  -        365.890 (meters)     1200.42  (feet) COMP
 DF7365  MODELED GRAVITY -    980,758.8   (mgal)                       NAVD 88
 DF7365
 DF7365  VERT ORDER      -  SECOND    CLASS I
 DF7365
 DF7365.The horizontal coordinates were established by differentially corrected
 DF7365.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF7365.
 DF7365.The orthometric height was determined by differential leveling and
 DF7365.adjusted in October 2007.
 DF7365
 DF7365.The dynamic height is computed by dividing the NAVD 88
 DF7365.geopotential number by the normal gravity value computed on the
 DF7365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7365.degrees latitude (g = 980.6199 gals.).
 DF7365
 DF7365.The modeled gravity was interpolated from observed gravity values.
 DF7365
 DF7365;                    North         East    Units  Estimated Accuracy
 DF7365;SPC MN N     -   253,947.0     669,380.3     MT  (+/- 3 meters HH1 GPS) 
 DF7365
 DF7365                          SUPERSEDED SURVEY CONTROL
 DF7365
 DF7365  NAVD 88 (04/16/04)  365.864  (m)         1200.34   (f) SUPERSEDED  2 1
 DF7365
 DF7365.Superseded values are not recommended for survey control.
 DF7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7365.See file dsdata.txt to determine how the superseded data were derived.
 DF7365
 DF7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6193303665(NAD 83)
 DF7365
 DF7365_MARKER: DD = SURVEY DISK
 DF7365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7365_STAMPING: 0404 N 2001
 DF7365_MARK LOGO: MNDT  
 DF7365_PROJECTION: FLUSH
 DF7365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7365+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 DF7365_ROD/PIPE-DEPTH:  6.1 meters
 DF7365
 DF7365  HISTORY     - Date     Condition        Report By
 DF7365  HISTORY     - 2001     MONUMENTED       MNDT
 DF7365  HISTORY     - 20030522 GOOD             MNDT
 DF7365
 DF7365                          STATION DESCRIPTION
 DF7365
 DF7365'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF7365'THE MARK IS 8.75 MI (14.08 KM) EAST OF RED LAKE, 9.85 MI (15.85 KM)
 DF7365'EAST ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED
 DF7365'LAKE), AT TH 1 MP 129.85, 48 FT (14.6 M) SOUTH OF TH 1, 7.8 FT (2.4 M)
 DF7365'WEST OF ENT, 1.4 FT (0.4 M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND
 DF7365'NOT SUITABLE FOR GPS.
 DF7365
 DF7365                          STATION RECOVERY (2003)
 DF7365
 DF7365'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DF7365'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 DF7365'TH 1 MP 126.85, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS.  PLASTIC
 DF7365'SLEEVE AROUND DISK HAS BEEN DAMAGED, YET MARK APPEARS TO BE STABLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9735 ***********************************************************************
 DE9735  DESIGNATION -  0404 P
 DE9735  PID         -  DE9735
 DE9735  STATE/COUNTY-  MN/BELTRAMI
 DE9735  COUNTRY     -  US
 DE9735  USGS QUAD   -  REDBY (1972)
 DE9735
 DE9735                         *CURRENT SURVEY CONTROL
 DE9735  ______________________________________________________________________
 DE9735* NAD 83(2007) POSITION- 47 52 55.81767(N) 094 53 32.04648(W)   ADJUSTED  
 DE9735* NAD 83(2007) ELLIP HT-   343.395 (meters)        (02/10/07)   ADJUSTED
 DE9735* NAD 83(2007) EPOCH   -  2002.00
 DE9735* NAVD 88 ORTHO HEIGHT -   371.542  (meters)    1218.97  (feet) ADJUSTED  
 DE9735  ______________________________________________________________________
 DE9735  NAD 83(2007) X  -   -365,490.504 (meters)                     COMP
 DE9735  NAD 83(2007) Y  - -4,270,061.904 (meters)                     COMP
 DE9735  NAD 83(2007) Z  -  4,708,354.600 (meters)                     COMP
 DE9735  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC09
 DE9735  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 DE9735  DYNAMIC HEIGHT  -        371.602 (meters)     1219.16  (feet) COMP
 DE9735  MODELED GRAVITY -    980,761.6   (mgal)                       NAVD 88
 DE9735
 DE9735  VERT ORDER      -  SECOND    CLASS I
 DE9735
 DE9735  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9735  Type                                         Horiz  Ellip  Dist(km)
 DE9735  -------------------------------------------------------------------
 DE9735  NETWORK                                       0.75   0.63
 DE9735  -------------------------------------------------------------------
 DE9735  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.89   0.66      5.97
 DE9735  -------------------------------------------------------------------
 DE9735  NOTE: Click here for information on individual local accuracy
 DE9735  values and other accuracy information.
 DE9735
 DE9735
 DE9735.The horizontal coordinates were established by GPS observations
 DE9735.and adjusted by the National Geodetic Survey in February 2007.
 DE9735
 DE9735.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9735.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9735
 DE9735.The horizontal coordinates are valid at the epoch date displayed above
 DE9735.which is a decimal equivalence of Year/Month/Day.
 DE9735
 DE9735.The orthometric height was determined by differential leveling and
 DE9735.adjusted in October 2007.
 DE9735
 DE9735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9735
 DE9735.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9735
 DE9735.The ellipsoidal height was determined by GPS observations
 DE9735.and is referenced to NAD 83.
 DE9735
 DE9735.The dynamic height is computed by dividing the NAVD 88
 DE9735.geopotential number by the normal gravity value computed on the
 DE9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9735.degrees latitude (g = 980.6199 gals.).
 DE9735
 DE9735.The modeled gravity was interpolated from observed gravity values.
 DE9735
 DE9735. The following values were computed from the NAD 83(2007) position.
 DE9735
 DE9735;                    North         East     Units Scale Factor Converg.
 DE9735;SPC MN N     -   255,214.508   665,974.544   MT  0.99990315   -1 19 42.4
 DE9735;SPC MN N     -   837,316.26  2,184,951.48   sFT  0.99990315   -1 19 42.4
 DE9735;UTM  15      - 5,304,937.354   358,529.204   MT  0.99984593   -1 24 13.8
 DE9735
 DE9735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9735!SPC MN N     -   0.99994618  x   0.99990315  =   0.99984934
 DE9735!UTM  15      -   0.99994618  x   0.99984593  =   0.99979212
 DE9735
 DE9735                          SUPERSEDED SURVEY CONTROL
 DE9735
 DE9735  NAD 83(1996)-  47 52 55.81735(N)    094 53 32.04645(W) AD(       ) 1
 DE9735  ELLIP H (01/24/03)  343.395  (m)                       GP(       ) 4 1
 DE9735  NAVD 88 (04/16/04)  371.579  (m)         1219.09   (f) SUPERSEDED  2 1
 DE9735  NAVD 88 (01/24/03)  371.55   (m)         1219.0    (f) LEVELING    3  
 DE9735
 DE9735.Superseded values are not recommended for survey control.
 DE9735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9735.See file dsdata.txt to determine how the superseded data were derived.
 DE9735
 DE9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5852904937(NAD 83)
 DE9735
 DE9735_MARKER: DD = SURVEY DISK
 DE9735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9735_STAMPING: 0404 P 2001
 DE9735_MARK LOGO: MNDT  
 DE9735_PROJECTION: FLUSH
 DE9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9735+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9735_ROD/PIPE-DEPTH: 16.5 meters
 DE9735
 DE9735  HISTORY     - Date     Condition        Report By
 DE9735  HISTORY     - 2001     MONUMENTED       MNDT
 DE9735  HISTORY     - 20010710 GOOD             MNDT
 DE9735
 DE9735                          STATION DESCRIPTION
 DE9735
 DE9735'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9735'THE MARK IS 6.5 MI (10.5 KM) EAST OF RED LAKE, 7.4 MI (11.9 KM) EAST
 DE9735'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 124.4, 37.4 FT (11.4 M)
 DE9735'NORTH OF TH 1, 55.4 FT (16.9 M) WEST OF ENTRANCE, 2.1 FT (0.6 M) SOUTH
 DE9735'OF WIT POST.
 DE9735
 DE9735                          STATION RECOVERY (2001)
 DE9735
 DE9735'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9735'THE MARK IS 6.5 MI (10.5 KM) EAST OF RED LAKE, 7.4 MI (11.9 KM) EAST
 DE9735'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9735'AT TH 1 MP 124.4, 37.4 FT (11.4 M) NORTH OF TH 1, 55.4 FT (16.9 M)
 DE9735'WEST OF ENT, 2.1 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9735'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9736 ***********************************************************************
 DE9736  DESIGNATION -  0404 Q
 DE9736  PID         -  DE9736
 DE9736  STATE/COUNTY-  MN/BELTRAMI
 DE9736  COUNTRY     -  US
 DE9736  USGS QUAD   -  REDBY (1972)
 DE9736
 DE9736                         *CURRENT SURVEY CONTROL
 DE9736  ______________________________________________________________________
 DE9736* NAD 83(2007) POSITION- 47 52 32.71319(N) 094 55 59.28633(W)   ADJUSTED  
 DE9736* NAD 83(2007) ELLIP HT-   345.010 (meters)        (02/10/07)   ADJUSTED
 DE9736* NAD 83(2007) EPOCH   -  2002.00
 DE9736* NAVD 88 ORTHO HEIGHT -   373.118  (meters)    1224.14  (feet) ADJUSTED  
 DE9736  ______________________________________________________________________
 DE9736  NAD 83(2007) X  -   -368,584.158 (meters)                     COMP
 DE9736  NAD 83(2007) Y  - -4,270,328.356 (meters)                     COMP
 DE9736  NAD 83(2007) Z  -  4,707,877.165 (meters)                     COMP
 DE9736  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC09
 DE9736  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 DE9736  DYNAMIC HEIGHT  -        373.178 (meters)     1224.33  (feet) COMP
 DE9736  MODELED GRAVITY -    980,761.9   (mgal)                       NAVD 88
 DE9736
 DE9736  VERT ORDER      -  SECOND    CLASS I
 DE9736
 DE9736  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9736  Type                                         Horiz  Ellip  Dist(km)
 DE9736  -------------------------------------------------------------------
 DE9736  NETWORK                                       1.45   1.00
 DE9736  -------------------------------------------------------------------
 DE9736  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.42   0.96      3.14
 DE9736  -------------------------------------------------------------------
 DE9736  NOTE: Click here for information on individual local accuracy
 DE9736  values and other accuracy information.
 DE9736
 DE9736
 DE9736.The horizontal coordinates were established by GPS observations
 DE9736.and adjusted by the National Geodetic Survey in February 2007.
 DE9736
 DE9736.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9736.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9736
 DE9736.The horizontal coordinates are valid at the epoch date displayed above
 DE9736.which is a decimal equivalence of Year/Month/Day.
 DE9736
 DE9736.The orthometric height was determined by differential leveling and
 DE9736.adjusted in October 2007.
 DE9736
 DE9736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9736
 DE9736.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9736
 DE9736.The ellipsoidal height was determined by GPS observations
 DE9736.and is referenced to NAD 83.
 DE9736
 DE9736.The dynamic height is computed by dividing the NAVD 88
 DE9736.geopotential number by the normal gravity value computed on the
 DE9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9736.degrees latitude (g = 980.6199 gals.).
 DE9736
 DE9736.The modeled gravity was interpolated from observed gravity values.
 DE9736
 DE9736. The following values were computed from the NAD 83(2007) position.
 DE9736
 DE9736;                    North         East     Units Scale Factor Converg.
 DE9736;SPC MN N     -   254,572.907   662,899.644   MT  0.99990306   -1 21 31.5
 DE9736;SPC MN N     -   835,211.28  2,174,863.25   sFT  0.99990306   -1 21 31.5
 DE9736;UTM  15      - 5,304,299.829   355,453.623   MT  0.99985674   -1 26 02.5
 DE9736
 DE9736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9736!SPC MN N     -   0.99994593  x   0.99990306  =   0.99984899
 DE9736!UTM  15      -   0.99994593  x   0.99985674  =   0.99980268
 DE9736
 DE9736                          SUPERSEDED SURVEY CONTROL
 DE9736
 DE9736  NAD 83(1996)-  47 52 32.71291(N)    094 55 59.28634(W) AD(       ) 1
 DE9736  ELLIP H (01/24/03)  345.004  (m)                       GP(       ) 4 1
 DE9736  NAVD 88 (04/16/04)  373.157  (m)         1224.27   (f) SUPERSEDED  2 1
 DE9736  NAVD 88 (01/24/03)  373.12   (m)         1224.1    (f) LEVELING    3  
 DE9736
 DE9736.Superseded values are not recommended for survey control.
 DE9736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9736.See file dsdata.txt to determine how the superseded data were derived.
 DE9736
 DE9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5545304299(NAD 83)
 DE9736
 DE9736_MARKER: DD = SURVEY DISK
 DE9736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9736_STAMPING: 0404 Q 2001
 DE9736_MARK LOGO: MNDT  
 DE9736_PROJECTION: FLUSH
 DE9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9736+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9736_ROD/PIPE-DEPTH:  7.6 meters
 DE9736
 DE9736  HISTORY     - Date     Condition        Report By
 DE9736  HISTORY     - 2001     MONUMENTED       MNDT
 DE9736  HISTORY     - 20010710 GOOD             MNDT
 DE9736
 DE9736                          STATION DESCRIPTION
 DE9736
 DE9736'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9736'THE MARK IS 4.5 MI (7.2 KM) EAST OF RED LAKE, 5.65 MI (9.09 KM) EAST
 DE9736'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 122.65, 43.7 FT (13.3
 DE9736'M) SOUTH OF TH 1, 67.3 FT (20.5 M) WEST OF ROAD, 13.7 FT (4.2 M) WEST
 DE9736'OF P-POLE, 2.0 FT (0.6 M) NORTH OF WIT POST.
 DE9736
 DE9736                          STATION RECOVERY (2001)
 DE9736
 DE9736'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9736'THE MARK IS 4.5 MI (7.2 KM) EAST OF RED LAKE, 5.65 MI (9.09 KM) EAST
 DE9736'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9736'AT TH 1 MP 122.65, 43.7 FT (13.3 M) SOUTH OF TH 1, 67.3 FT (20.5 M)
 DE9736'WEST OF RD, 13.7 FT (4.2 M) WEST OF P-POLE, 2.0 FT (0.6 M) NORTH OF
 DE9736'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9737 ***********************************************************************
 DE9737  DESIGNATION -  0404 R
 DE9737  PID         -  DE9737
 DE9737  STATE/COUNTY-  MN/BELTRAMI
 DE9737  COUNTRY     -  US
 DE9737  USGS QUAD   -  REDBY (1972)
 DE9737
 DE9737                         *CURRENT SURVEY CONTROL
 DE9737  ______________________________________________________________________
 DE9737* NAD 83(2007) POSITION- 47 52 33.38016(N) 094 57 24.30109(W)   ADJUSTED  
 DE9737* NAD 83(2007) ELLIP HT-   343.035 (meters)        (02/10/07)   ADJUSTED
 DE9737* NAD 83(2007) EPOCH   -  2002.00
 DE9737* NAVD 88 ORTHO HEIGHT -   371.125  (meters)    1217.60  (feet) ADJUSTED  
 DE9737  ______________________________________________________________________
 DE9737  NAD 83(2007) X  -   -370,342.764 (meters)                     COMP
 DE9737  NAD 83(2007) Y  - -4,270,159.534 (meters)                     COMP
 DE9737  NAD 83(2007) Z  -  4,707,889.518 (meters)                     COMP
 DE9737  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC09
 DE9737  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DE9737  DYNAMIC HEIGHT  -        371.185 (meters)     1217.80  (feet) COMP
 DE9737  MODELED GRAVITY -    980,762.3   (mgal)                       NAVD 88
 DE9737
 DE9737  VERT ORDER      -  SECOND    CLASS I
 DE9737
 DE9737  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9737  Type                                         Horiz  Ellip  Dist(km)
 DE9737  -------------------------------------------------------------------
 DE9737  NETWORK                                       1.61   1.12
 DE9737  -------------------------------------------------------------------
 DE9737  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.46   1.02      3.03
 DE9737  -------------------------------------------------------------------
 DE9737  NOTE: Click here for information on individual local accuracy
 DE9737  values and other accuracy information.
 DE9737
 DE9737
 DE9737.The horizontal coordinates were established by GPS observations
 DE9737.and adjusted by the National Geodetic Survey in February 2007.
 DE9737
 DE9737.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9737.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9737
 DE9737.The horizontal coordinates are valid at the epoch date displayed above
 DE9737.which is a decimal equivalence of Year/Month/Day.
 DE9737
 DE9737.The orthometric height was determined by differential leveling and
 DE9737.adjusted in October 2007.
 DE9737
 DE9737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9737
 DE9737.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9737
 DE9737.The ellipsoidal height was determined by GPS observations
 DE9737.and is referenced to NAD 83.
 DE9737
 DE9737.The dynamic height is computed by dividing the NAVD 88
 DE9737.geopotential number by the normal gravity value computed on the
 DE9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9737.degrees latitude (g = 980.6199 gals.).
 DE9737
 DE9737.The modeled gravity was interpolated from observed gravity values.
 DE9737
 DE9737. The following values were computed from the NAD 83(2007) position.
 DE9737
 DE9737;                    North         East     Units Scale Factor Converg.
 DE9737;SPC MN N     -   254,635.653   661,134.292   MT  0.99990307   -1 22 34.5
 DE9737;SPC MN N     -   835,417.14  2,169,071.42   sFT  0.99990307   -1 22 34.5
 DE9737;UTM  15      - 5,304,364.892   353,688.431   MT  0.99986305   -1 27 05.6
 DE9737
 DE9737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9737!SPC MN N     -   0.99994624  x   0.99990307  =   0.99984931
 DE9737!UTM  15      -   0.99994624  x   0.99986305  =   0.99980930
 DE9737
 DE9737                          SUPERSEDED SURVEY CONTROL
 DE9737
 DE9737  NAD 83(1996)-  47 52 33.37990(N)    094 57 24.30108(W) AD(       ) 1
 DE9737  ELLIP H (01/24/03)  343.029  (m)                       GP(       ) 4 1
 DE9737  NAVD 88 (04/16/04)  371.166  (m)         1217.73   (f) SUPERSEDED  2 1
 DE9737  NAVD 88 (01/24/03)  371.13   (m)         1217.6    (f) LEVELING    3  
 DE9737
 DE9737.Superseded values are not recommended for survey control.
 DE9737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9737.See file dsdata.txt to determine how the superseded data were derived.
 DE9737
 DE9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5368804364(NAD 83)
 DE9737
 DE9737_MARKER: DD = SURVEY DISK
 DE9737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9737_STAMPING: 0404 R 2001
 DE9737_MARK LOGO: MNDT  
 DE9737_PROJECTION: FLUSH
 DE9737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9737+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9737_ROD/PIPE-DEPTH: 13.7 meters
 DE9737
 DE9737  HISTORY     - Date     Condition        Report By
 DE9737  HISTORY     - 2001     MONUMENTED       MNDT
 DE9737  HISTORY     - 20010710 GOOD             MNDT
 DE9737
 DE9737                          STATION DESCRIPTION
 DE9737
 DE9737'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9737'THE MARK IS 3 MI (4.8 KM) EAST OF RED LAKE, 4.5 MI (7.2 KM) EAST ALONG
 DE9737'TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 121.35, 44.7 FT (13.6 M)
 DE9737'NORTH OF TH 1, 161.5 FT (49.2 M) EAST OF DRIVEWAY, 11.6 FT (3.5 M)
 DE9737'WEST OF P-POLE, 1.9 FT (0.6 M) SOUTH OF WIT POST.
 DE9737
 DE9737                          STATION RECOVERY (2001)
 DE9737
 DE9737'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9737'THE MARK IS 3 MI (4.8 KM) EAST OF RED LAKE, 4.5 MI (7.2 KM) EAST ALONG
 DE9737'TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE), AT TH 1
 DE9737'MP 121.35, 44.7 FT (13.6 M) NORTH OF TH 1, 161.5 FT (49.2 M) EAST OF
 DE9737'DRIVEWAY, 11.6 FT (3.5 M) WEST OF P-POLE, 1.9 FT (0.6 M) SOUTH OF WIT
 DE9737'POST, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9738 ***********************************************************************
 DE9738  DESIGNATION -  0404 S
 DE9738  PID         -  DE9738
 DE9738  STATE/COUNTY-  MN/BELTRAMI
 DE9738  COUNTRY     -  US
 DE9738  USGS QUAD   -  REDBY (1972)
 DE9738
 DE9738                         *CURRENT SURVEY CONTROL
 DE9738  ______________________________________________________________________
 DE9738* NAD 83(2007) POSITION- 47 52 33.26333(N) 094 58 42.30974(W)   ADJUSTED  
 DE9738* NAD 83(2007) ELLIP HT-   343.304 (meters)        (02/10/07)   ADJUSTED
 DE9738* NAD 83(2007) EPOCH   -  2002.00
 DE9738* NAVD 88 ORTHO HEIGHT -   371.384  (meters)    1218.45  (feet) ADJUSTED  
 DE9738  ______________________________________________________________________
 DE9738  NAD 83(2007) X  -   -371,957.945 (meters)                     COMP
 DE9738  NAD 83(2007) Y  - -4,270,022.013 (meters)                     COMP
 DE9738  NAD 83(2007) Z  -  4,707,887.297 (meters)                     COMP
 DE9738  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC09
 DE9738  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DE9738  DYNAMIC HEIGHT  -        371.444 (meters)     1218.65  (feet) COMP
 DE9738  MODELED GRAVITY -    980,762.6   (mgal)                       NAVD 88
 DE9738
 DE9738  VERT ORDER      -  SECOND    CLASS I
 DE9738
 DE9738  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9738  Type                                         Horiz  Ellip  Dist(km)
 DE9738  -------------------------------------------------------------------
 DE9738  NETWORK                                       1.49   1.12
 DE9738  -------------------------------------------------------------------
 DE9738  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.31   0.88      2.39
 DE9738  -------------------------------------------------------------------
 DE9738  NOTE: Click here for information on individual local accuracy
 DE9738  values and other accuracy information.
 DE9738
 DE9738
 DE9738.The horizontal coordinates were established by GPS observations
 DE9738.and adjusted by the National Geodetic Survey in February 2007.
 DE9738
 DE9738.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9738.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9738
 DE9738.The horizontal coordinates are valid at the epoch date displayed above
 DE9738.which is a decimal equivalence of Year/Month/Day.
 DE9738
 DE9738.The orthometric height was determined by differential leveling and
 DE9738.adjusted in October 2007.
 DE9738
 DE9738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9738
 DE9738.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9738
 DE9738.The ellipsoidal height was determined by GPS observations
 DE9738.and is referenced to NAD 83.
 DE9738
 DE9738.The dynamic height is computed by dividing the NAVD 88
 DE9738.geopotential number by the normal gravity value computed on the
 DE9738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9738.degrees latitude (g = 980.6199 gals.).
 DE9738
 DE9738.The modeled gravity was interpolated from observed gravity values.
 DE9738
 DE9738. The following values were computed from the NAD 83(2007) position.
 DE9738
 DE9738;                    North         East     Units Scale Factor Converg.
 DE9738;SPC MN N     -   254,671.201   659,513.900   MT  0.99990307   -1 23 32.4
 DE9738;SPC MN N     -   835,533.77  2,163,755.19   sFT  0.99990307   -1 23 32.4
 DE9738;UTM  15      - 5,304,402.569   352,068.147   MT  0.99986891   -1 28 03.5
 DE9738
 DE9738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9738!SPC MN N     -   0.99994620  x   0.99990307  =   0.99984927
 DE9738!UTM  15      -   0.99994620  x   0.99986891  =   0.99981511
 DE9738
 DE9738                          SUPERSEDED SURVEY CONTROL
 DE9738
 DE9738  NAD 83(1996)-  47 52 33.26315(N)    094 58 42.30971(W) AD(       ) 1
 DE9738  ELLIP H (01/24/03)  343.293  (m)                       GP(       ) 4 1
 DE9738  NAVD 88 (04/16/04)  371.427  (m)         1218.59   (f) SUPERSEDED  2 1
 DE9738  NAVD 88 (01/24/03)  371.39   (m)         1218.5    (f) LEVELING    3  
 DE9738
 DE9738.Superseded values are not recommended for survey control.
 DE9738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9738.See file dsdata.txt to determine how the superseded data were derived.
 DE9738
 DE9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5206804402(NAD 83)
 DE9738
 DE9738_MARKER: DD = SURVEY DISK
 DE9738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9738_STAMPING: 0404 S 2001
 DE9738_MARK LOGO: MNDT  
 DE9738_PROJECTION: FLUSH
 DE9738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9738+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 DE9738_ROD/PIPE-DEPTH:  7.0 meters
 DE9738
 DE9738  HISTORY     - Date     Condition        Report By
 DE9738  HISTORY     - 2001     MONUMENTED       MNDT
 DE9738  HISTORY     - 20010726 GOOD             MNDT
 DE9738
 DE9738                          STATION DESCRIPTION
 DE9738
 DE9738'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9738'THE MARK IS 2 MI (3.2 KM) EAST OF RED LAKE, 3.6 MI (5.8 KM) EAST ALONG
 DE9738'TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 120.6, 45.5 FT (13.9 M) NORTH
 DE9738'OF TH 1, 38.8 FT (11.8 M) EAST OF P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT
 DE9738'POST.
 DE9738
 DE9738                          STATION RECOVERY (2001)
 DE9738
 DE9738'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9738'THE MARK IS 2 MI (3.2 KM) EAST OF RED LAKE, 3.6 MI (5.8 KM) EAST ALONG
 DE9738'TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE), AT TH 1
 DE9738'MP 120.6, 45.5 FT (13.9 M) NORTH OF TH 1, 38.8 FT (11.8 M) EAST OF
 DE9738'P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9738'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9739 ***********************************************************************
 DE9739  DESIGNATION -  0404 T
 DE9739  PID         -  DE9739
 DE9739  STATE/COUNTY-  MN/BELTRAMI
 DE9739  COUNTRY     -  US
 DE9739  USGS QUAD   -  REDBY (1972)
 DE9739
 DE9739                         *CURRENT SURVEY CONTROL
 DE9739  ______________________________________________________________________
 DE9739* NAD 83(2007) POSITION- 47 52 33.93827(N) 094 59 51.55493(W)   ADJUSTED  
 DE9739* NAD 83(2007) ELLIP HT-   347.064 (meters)        (02/10/07)   ADJUSTED
 DE9739* NAD 83(2007) EPOCH   -  2002.00
 DE9739* NAVD 88 ORTHO HEIGHT -   375.132  (meters)    1230.75  (feet) ADJUSTED  
 DE9739  ______________________________________________________________________
 DE9739  NAD 83(2007) X  -   -373,390.287 (meters)                     COMP
 DE9739  NAD 83(2007) Y  - -4,269,884.011 (meters)                     COMP
 DE9739  NAD 83(2007) Z  -  4,707,904.068 (meters)                     COMP
 DE9739  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC09
 DE9739  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 DE9739  DYNAMIC HEIGHT  -        375.193 (meters)     1230.95  (feet) COMP
 DE9739  MODELED GRAVITY -    980,763.0   (mgal)                       NAVD 88
 DE9739
 DE9739  VERT ORDER      -  SECOND    CLASS I
 DE9739
 DE9739  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9739  Type                                         Horiz  Ellip  Dist(km)
 DE9739  -------------------------------------------------------------------
 DE9739  NETWORK                                       1.45   1.08
 DE9739  -------------------------------------------------------------------
 DE9739  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.42   1.01      5.21
 DE9739  -------------------------------------------------------------------
 DE9739  NOTE: Click here for information on individual local accuracy
 DE9739  values and other accuracy information.
 DE9739
 DE9739
 DE9739.The horizontal coordinates were established by GPS observations
 DE9739.and adjusted by the National Geodetic Survey in February 2007.
 DE9739
 DE9739.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9739.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9739
 DE9739.The horizontal coordinates are valid at the epoch date displayed above
 DE9739.which is a decimal equivalence of Year/Month/Day.
 DE9739
 DE9739.The orthometric height was determined by differential leveling and
 DE9739.adjusted in October 2007.
 DE9739
 DE9739.Photographs are available for this station.
 DE9739
 DE9739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9739
 DE9739.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9739
 DE9739.The ellipsoidal height was determined by GPS observations
 DE9739.and is referenced to NAD 83.
 DE9739
 DE9739.The dynamic height is computed by dividing the NAVD 88
 DE9739.geopotential number by the normal gravity value computed on the
 DE9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9739.degrees latitude (g = 980.6199 gals.).
 DE9739
 DE9739.The modeled gravity was interpolated from observed gravity values.
 DE9739
 DE9739. The following values were computed from the NAD 83(2007) position.
 DE9739
 DE9739;                    North         East     Units Scale Factor Converg.
 DE9739;SPC MN N     -   254,727.175   658,076.139   MT  0.99990307   -1 24 23.7
 DE9739;SPC MN N     -   835,717.41  2,159,038.13   sFT  0.99990307   -1 24 23.7
 DE9739;UTM  15      - 5,304,460.432   350,630.506   MT  0.99987416   -1 28 54.9
 DE9739
 DE9739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9739!SPC MN N     -   0.99994561  x   0.99990307  =   0.99984868
 DE9739!UTM  15      -   0.99994561  x   0.99987416  =   0.99981977
 DE9739
 DE9739                          SUPERSEDED SURVEY CONTROL
 DE9739
 DE9739  NAD 83(1996)-  47 52 33.93809(N)    094 59 51.55492(W) AD(       ) 1
 DE9739  ELLIP H (01/24/03)  347.052  (m)                       GP(       ) 4 1
 DE9739  NAVD 88 (01/10/08)  375.13   (m)         1230.7    (f) LEVELING    3  
 DE9739  NAVD 88 (06/16/06)  375.18   (m)         1230.9    (f) LEVELING    3  
 DE9739  NAVD 88 (04/16/04)  375.176  (m)         1230.89   (f) SUPERSEDED  2 1
 DE9739  NAVD 88 (01/24/03)  375.14   (m)         1230.8    (f) LEVELING    3  
 DE9739
 DE9739.Superseded values are not recommended for survey control.
 DE9739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9739.See file dsdata.txt to determine how the superseded data were derived.
 DE9739
 DE9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP5063004460(NAD 83)
 DE9739
 DE9739_MARKER: DD = SURVEY DISK
 DE9739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9739_STAMPING: 0404 T 2001
 DE9739_MARK LOGO: MNDT  
 DE9739_PROJECTION: FLUSH
 DE9739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9739+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 DE9739_ROD/PIPE-DEPTH:  6.7 meters
 DE9739
 DE9739  HISTORY     - Date     Condition        Report By
 DE9739  HISTORY     - 2001     MONUMENTED       MNDT
 DE9739  HISTORY     - 20010726 GOOD             MNDT
 DE9739  HISTORY     - 20050830 GOOD             MNDT
 DE9739  HISTORY     - 20070104 GOOD             MNDT
 DE9739
 DE9739                          STATION DESCRIPTION
 DE9739
 DE9739'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9739'THE MARK IS 1 MI (1.6 KM) EAST OF RED LAKE, 2.4 MI (3.9 KM) EAST ALONG
 DE9739'TH 1 FROM SOUTH JCT OF TH 89, AT TH 119 MP 40.0, 46.7 FT (14.2 M)
 DE9739'NORTH OF TH 1, 29.5 FT (9.0 M) EAST OF ROAD, 50.9 FT (15.5 M) EAST OF
 DE9739'P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT POST.
 DE9739
 DE9739                          STATION RECOVERY (2001)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9739'THE MARK IS 1 MI (1.6 KM) EAST OF RED LAKE, 2.4 MI (3.9 KM) EAST ALONG
 DE9739'TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE), AT TH
 DE9739'119 MP 40.0, 46.7 FT (14.2 M) NORTH OF TH 1, 29.5 FT (9.0 M) EAST OF
 DE9739'RD, 50.9 FT (15.5 M) EAST OF P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT POST,
 DE9739'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DE9739
 DE9739                          STATION RECOVERY (2005)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9739'1.0 MILES EAST OF RED LAKE, 2.4 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9739'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILES WEST OF
 DE9739'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 119.40, 46.7 FEET NORTH OF
 DE9739'TRUNK HIGHWAY 1, 29.5 FEET EAST OF ROAD, 50.9 FEET EAST OF POWER POLE,
 DE9739'1.6 FEET SOUTH OF WITNESS POST
 DE9739
 DE9739                          STATION RECOVERY (2007)
 DE9739
 DE9739'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE9739'1.0 MILES EAST OF RED LAKE, 2.4 MILES EAST ALONG TRUNK HIGHWAY 1 FROM
 DE9739'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1.0 MILES WEST OF
 DE9739'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 119.40, 46.7 FEET NORTH OF
 DE9739'TRUNK HIGHWAY 1, 29.5 FEET EAST OF ROAD, 50.9 FEET EAST OF POWER POLE,
 DE9739'1.6 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4504 ***********************************************************************
 DM4504  DESIGNATION -  0404 U
 DM4504  PID         -  DM4504
 DM4504  STATE/COUNTY-  MN/BELTRAMI
 DM4504  COUNTRY     -  US
 DM4504  USGS QUAD   -  RED LAKE (1972)
 DM4504
 DM4504                         *CURRENT SURVEY CONTROL
 DM4504  ______________________________________________________________________
 DM4504* NAD 83(1986) POSITION- 47 52 30.7    (N) 095 02 09.1    (W)   HD_HELD2  
 DM4504* NAVD 88 ORTHO HEIGHT -   368.552  (meters)    1209.16  (feet) ADJUSTED  
 DM4504  ______________________________________________________________________
 DM4504  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DM4504  DYNAMIC HEIGHT  -        368.611 (meters)     1209.35  (feet) COMP
 DM4504  MODELED GRAVITY -    980,763.4   (mgal)                       NAVD 88
 DM4504
 DM4504  VERT ORDER      -  SECOND    CLASS I
 DM4504
 DM4504.The horizontal coordinates were established by autonomous hand held GPS
 DM4504.observations and have an estimated accuracy of +/- 10 meters.
 DM4504.
 DM4504.The orthometric height was determined by differential leveling and
 DM4504.adjusted in June 2011.
 DM4504
 DM4504.No vertical observational check was made to the station.
 DM4504
 DM4504.Photographs are available for this station.
 DM4504
 DM4504.The dynamic height is computed by dividing the NAVD 88
 DM4504.geopotential number by the normal gravity value computed on the
 DM4504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4504.degrees latitude (g = 980.6199 gals.).
 DM4504
 DM4504.The modeled gravity was interpolated from observed gravity values.
 DM4504
 DM4504;                    North         East    Units  Estimated Accuracy
 DM4504;SPC MN N     -   254,698.      655,217.      MT  (+/- 10 meters HH2 GPS)
 DM4504
 DM4504                          SUPERSEDED SURVEY CONTROL
 DM4504
 DM4504.No superseded survey control is available for this station.
 DM4504
 DM4504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4777104435(NAD 83)
 DM4504
 DM4504_MARKER: I = METAL ROD
 DM4504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4504_STAMPING: 0404 U 2008
 DM4504_MARK LOGO: MNDT  
 DM4504_PROJECTION: RECESSED 3 CENTIMETERS
 DM4504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4504+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 DM4504_ROD/PIPE-DEPTH:  9.1 meters
 DM4504
 DM4504  HISTORY     - Date     Condition        Report By
 DM4504  HISTORY     - 20080701 MONUMENTED       MNDT
 DM4504
 DM4504                          STATION DESCRIPTION
 DM4504
 DM4504'DESCRIBED BY MN DEPT OF TRANSP 2008 (WAS)
 DM4504'THE STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) NORTH-NORTHEAST OF
 DM4504'DEBS, 9.2 KM (5.7 MI) WEST OF REDBY AND 1.4 KM (0.9 MI) WEST OF RED
 DM4504'LAKE, MINNESOTA.
 DM4504' 
 DM4504'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN RED LAKE,
 DM4504'GO 0.65 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 1 TO MILE POINT 117.65
 DM4504'AND THE MARK ON THE LEFT.
 DM4504' 
 DM4504'THE MARK IS FOUND 65.7 FT (20.0 M) NORTH OF TRUNK HIGHWAY 1, 22.6 FT
 DM4504'(6.9 M) EAST OF THE PUBLIC ENTRANCE TO THE RED LAKE CRIMINAL JUSTICE
 DM4504'COMPLEX, 1.3 FT (0.4 M) SOUTH OF A CHAIN LINK FENCE AND 1.1 FT (0.3 M)
 DM4504'SOUTH OF IT'S WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9724 ***********************************************************************
 DE9724  DESIGNATION -  0405 A RESET
 DE9724  PID         -  DE9724
 DE9724  STATE/COUNTY-  MN/BELTRAMI
 DE9724  COUNTRY     -  US
 DE9724  USGS QUAD   -  BORDEN LAKE (1972)
 DE9724
 DE9724                         *CURRENT SURVEY CONTROL
 DE9724  ______________________________________________________________________
 DE9724* NAD 83(2007) POSITION- 47 52 29.23672(N) 094 32 53.50050(W)   ADJUSTED  
 DE9724* NAD 83(2007) ELLIP HT-   373.060 (meters)        (07/09/09)   ADJUSTED
 DE9724* NAD 83(2007) EPOCH   -  2002.00
 DE9724* NAVD 88 ORTHO HEIGHT -   401.210  (meters)    1316.30  (feet) ADJUSTED  
 DE9724  ______________________________________________________________________
 DE9724  NAD 83(2007) X  -   -339,893.750 (meters)                     COMP
 DE9724  NAD 83(2007) Y  - -4,272,806.432 (meters)                     COMP
 DE9724  NAD 83(2007) Z  -  4,707,825.945 (meters)                     COMP
 DE9724  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC09
 DE9724  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DE9724  DYNAMIC HEIGHT  -        401.279 (meters)     1316.53  (feet) COMP
 DE9724  MODELED GRAVITY -    980,771.6   (mgal)                       NAVD 88
 DE9724
 DE9724  VERT ORDER      -  SECOND    CLASS I
 DE9724  ELLP ORDER      -  THIRD     CLASS I
 DE9724
 DE9724  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9724  Type                                         Horiz  Ellip  Dist(km)
 DE9724  -------------------------------------------------------------------
 DE9724  NETWORK                                       1.09   0.78
 DE9724  -------------------------------------------------------------------
 DE9724  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.11   0.63      1.45
 DE9724  -------------------------------------------------------------------
 DE9724  NOTE: Click here for information on individual local accuracy
 DE9724  values and other accuracy information.
 DE9724
 DE9724
 DE9724.The horizontal coordinates were established by GPS observations
 DE9724.and adjusted by the National Geodetic Survey in February 2007.
 DE9724
 DE9724.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9724.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9724
 DE9724.The horizontal coordinates are valid at the epoch date displayed above
 DE9724.which is a decimal equivalence of Year/Month/Day.
 DE9724
 DE9724.The orthometric height was determined by differential leveling and
 DE9724.adjusted in October 2007.
 DE9724
 DE9724.Photographs are available for this station.
 DE9724
 DE9724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9724
 DE9724.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9724
 DE9724.The ellipsoidal height was determined by GPS observations
 DE9724.and is referenced to NAD 83.
 DE9724
 DE9724.The dynamic height is computed by dividing the NAVD 88
 DE9724.geopotential number by the normal gravity value computed on the
 DE9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9724.degrees latitude (g = 980.6199 gals.).
 DE9724
 DE9724.The modeled gravity was interpolated from observed gravity values.
 DE9724
 DE9724. The following values were computed from the NAD 83(2007) position.
 DE9724
 DE9724;                    North         East     Units Scale Factor Converg.
 DE9724;SPC MN N     -   253,854.495   691,683.555   MT  0.99990305   -1 04 24.3
 DE9724;SPC MN N     -   832,854.29  2,269,298.46   sFT  0.99990305   -1 04 24.3
 DE9724;UTM  15      - 5,303,543.751   384,233.860   MT  0.99976468   -1 08 54.2
 DE9724
 DE9724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9724!SPC MN N     -   0.99994153  x   0.99990305  =   0.99984459
 DE9724!UTM  15      -   0.99994153  x   0.99976468  =   0.99970623
 DE9724
 DE9724                          SUPERSEDED SURVEY CONTROL
 DE9724
 DE9724  NAD 83(1996)-  47 52 29.23667(N)    094 32 53.49967(W) AD(       ) 1
 DE9724  ELLIP H (01/10/08)  373.047  (m)                       GP(       ) 3 1
 DE9724  ELLIP H (02/10/07)  372.992  (m)                       GP(       )    
 DE9724  NAD 83(1996)-  47 52 29.23675(N)    094 32 53.50055(W) AD(       ) 1
 DE9724  ELLIP H (01/24/03)  372.987  (m)                       GP(       ) 4 1
 DE9724  NAVD 88 (01/10/08)  401.27   (m)         1316.5    (f) LEVELING    3  
 DE9724  NAVD 88 (04/16/04)  401.218  (m)         1316.33   (f) SUPERSEDED  2 1
 DE9724  NAVD 88 (01/24/03)  401.21   (m)         1316.3    (f) LEVELING    3  
 DE9724
 DE9724.Superseded values are not recommended for survey control.
 DE9724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9724.See file dsdata.txt to determine how the superseded data were derived.
 DE9724
 DE9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8423303543(NAD 83)
 DE9724
 DE9724_MARKER: DB = BENCH MARK DISK
 DE9724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9724_STAMPING: 0405 A 1958 RESET 1961
 DE9724_MARK LOGO: MNHD  
 DE9724_PROJECTION: PROJECTING 30 CENTIMETERS
 DE9724_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE9724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9724+STABILITY: SURFACE MOTION
 DE9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9724+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DE9724
 DE9724  HISTORY     - Date     Condition        Report By
 DE9724  HISTORY     - 1961     MONUMENTED       MNHD
 DE9724  HISTORY     - 20010807 GOOD             MNDT
 DE9724  HISTORY     - 20061102 GOOD             MNDT
 DE9724
 DE9724                          STATION DESCRIPTION
 DE9724
 DE9724'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9724'THE MARK WAS RECOVERED 5 MI (8.0 KM) WEST OF SHOOKS, 63 FT (19.2 M)
 DE9724'NORTH OF TH 1, 54 FT (16.5 M) WEST OF CO RD 36, (AT JCT OF TH 72
 DE9724'SOUTH) , 161 FT (49.1 M) NNE OF P-POLE, 0.8 FT (24.4 CM) SE OF WIT
 DE9724'POST.
 DE9724
 DE9724                          STATION RECOVERY (2006)
 DE9724
 DE9724'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DE9724'5.0 MILES WEST OF SHOOKS, 63 FEET NORTH OF TRUNK HIGHWAY 1 AND 54 FEET
 DE9724'WEST OF COUNTY ROAD 36 OF JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DE9724'HIGHWAY 72, 161 FEET NORTH-NORTHEAST OF POWER POLE, 0.8 FEET SOUTHEAST
 DE9724'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7359 ***********************************************************************
 DF7359  DESIGNATION -  0405 B
 DF7359  PID         -  DF7359
 DF7359  STATE/COUNTY-  MN/BELTRAMI
 DF7359  COUNTRY     -  US
 DF7359  USGS QUAD   -  SAUM NE (1972)
 DF7359
 DF7359                         *CURRENT SURVEY CONTROL
 DF7359  ______________________________________________________________________
 DF7359* NAD 83(1986) POSITION- 47 52 30.2    (N) 094 31 34.3    (W)   HD_HELD2  
 DF7359* NAVD 88 ORTHO HEIGHT -   403.933  (meters)    1325.24  (feet) ADJUSTED  
 DF7359  ______________________________________________________________________
 DF7359  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 DF7359  DYNAMIC HEIGHT  -        404.003 (meters)     1325.47  (feet) COMP
 DF7359  MODELED GRAVITY -    980,771.3   (mgal)                       NAVD 88
 DF7359
 DF7359  VERT ORDER      -  SECOND    CLASS I
 DF7359
 DF7359.The horizontal coordinates were established by autonomous hand held GPS
 DF7359.observations and have an estimated accuracy of +/- 10 meters.
 DF7359.
 DF7359.The orthometric height was determined by differential leveling and
 DF7359.adjusted in October 2007.
 DF7359
 DF7359.The dynamic height is computed by dividing the NAVD 88
 DF7359.geopotential number by the normal gravity value computed on the
 DF7359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7359.degrees latitude (g = 980.6199 gals.).
 DF7359
 DF7359.The modeled gravity was interpolated from observed gravity values.
 DF7359
 DF7359;                    North         East    Units  Estimated Accuracy
 DF7359;SPC MN N     -   253,854.      693,329.      MT  (+/- 10 meters HH2 GPS)
 DF7359
 DF7359                          SUPERSEDED SURVEY CONTROL
 DF7359
 DF7359  NAVD 88 (04/16/04)  403.940  (m)         1325.26   (f) SUPERSEDED  2 1
 DF7359
 DF7359.Superseded values are not recommended for survey control.
 DF7359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7359.See file dsdata.txt to determine how the superseded data were derived.
 DF7359
 DF7359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8587903540(NAD 83)
 DF7359
 DF7359_MARKER: DB = BENCH MARK DISK
 DF7359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7359_STAMPING: 0405 B 1958
 DF7359_MARK LOGO: MNHD  
 DF7359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7359+STABILITY: SURFACE MOTION
 DF7359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7359+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DF7359
 DF7359  HISTORY     - Date     Condition        Report By
 DF7359  HISTORY     - 1958     MONUMENTED       MNHD
 DF7359  HISTORY     - 20010710 GOOD             MNDT
 DF7359
 DF7359                          STATION DESCRIPTION
 DF7359
 DF7359'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7359'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5 MI (8.0 KM)
 DF7359'WEST OF SHOOKS, 1.0 MI (1.6 KM) EAST ALONG TH 1 FROM WEST JCT OF TH 1
 DF7359'AND TH 72 (5 MI WEST OF SHOOKS), AT TH 1 MP 142.4, 137 FT (41.8 M) NNW
 DF7359'OF P-POLE, 75 FT (22.9 M) NORTH OF TH 1, 34 FT (10.4 M) EAST OF ENT,
 DF7359'0.5 FT (15.2 CM) SOUTH OF WIT POST, PROJECTS 4 INCHES, MAGNETIC, AND
 DF7359'NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9723 ***********************************************************************
 DE9723  DESIGNATION -  0405 C
 DE9723  PID         -  DE9723
 DE9723  STATE/COUNTY-  MN/BELTRAMI
 DE9723  COUNTRY     -  US
 DE9723  USGS QUAD   -  SAUM NE (1972)
 DE9723
 DE9723                         *CURRENT SURVEY CONTROL
 DE9723  ______________________________________________________________________
 DE9723* NAD 83(2007) POSITION- 47 52 29.66691(N) 094 30 15.67911(W)   ADJUSTED  
 DE9723* NAD 83(2007) ELLIP HT-   380.775 (meters)        (02/10/07)   ADJUSTED
 DE9723* NAD 83(2007) EPOCH   -  2002.00
 DE9723* NAVD 88 ORTHO HEIGHT -   409.018  (meters)    1341.92  (feet) ADJUSTED  
 DE9723  ______________________________________________________________________
 DE9723  NAD 83(2007) X  -   -336,623.989 (meters)                     COMP
 DE9723  NAD 83(2007) Y  - -4,273,060.581 (meters)                     COMP
 DE9723  NAD 83(2007) Z  -  4,707,840.580 (meters)                     COMP
 DE9723  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC09
 DE9723  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 DE9723  DYNAMIC HEIGHT  -        409.088 (meters)     1342.15  (feet) COMP
 DE9723  MODELED GRAVITY -    980,770.4   (mgal)                       NAVD 88
 DE9723
 DE9723  VERT ORDER      -  SECOND    CLASS I
 DE9723
 DE9723  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9723  Type                                         Horiz  Ellip  Dist(km)
 DE9723  -------------------------------------------------------------------
 DE9723  NETWORK                                       0.82   0.65
 DE9723  -------------------------------------------------------------------
 DE9723  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.99   0.66      3.24
 DE9723  -------------------------------------------------------------------
 DE9723  NOTE: Click here for information on individual local accuracy
 DE9723  values and other accuracy information.
 DE9723
 DE9723
 DE9723.The horizontal coordinates were established by GPS observations
 DE9723.and adjusted by the National Geodetic Survey in February 2007.
 DE9723
 DE9723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9723.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9723
 DE9723.The horizontal coordinates are valid at the epoch date displayed above
 DE9723.which is a decimal equivalence of Year/Month/Day.
 DE9723
 DE9723.The orthometric height was determined by differential leveling and
 DE9723.adjusted in October 2007.
 DE9723
 DE9723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9723
 DE9723.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9723
 DE9723.The ellipsoidal height was determined by GPS observations
 DE9723.and is referenced to NAD 83.
 DE9723
 DE9723.The dynamic height is computed by dividing the NAVD 88
 DE9723.geopotential number by the normal gravity value computed on the
 DE9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9723.degrees latitude (g = 980.6199 gals.).
 DE9723
 DE9723.The modeled gravity was interpolated from observed gravity values.
 DE9723
 DE9723. The following values were computed from the NAD 83(2007) position.
 DE9723
 DE9723;                    North         East     Units Scale Factor Converg.
 DE9723;SPC MN N     -   253,807.278   694,962.351   MT  0.99990305   -1 02 27.4
 DE9723;SPC MN N     -   832,699.38  2,280,055.65   sFT  0.99990305   -1 02 27.4
 DE9723;UTM  15      - 5,303,492.252   387,512.122   MT  0.99975549   -1 06 57.1
 DE9723
 DE9723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9723!SPC MN N     -   0.99994032  x   0.99990305  =   0.99984338
 DE9723!UTM  15      -   0.99994032  x   0.99975549  =   0.99969583
 DE9723
 DE9723|---------------------------------------------------------------------|
 DE9723| PID    Reference Object                     Distance      Geod. Az  |
 DE9723|                                                           dddmmss.s |
 DE9723| SK0895 CORM                                280.451 METERS 11614     |
 DE9723|---------------------------------------------------------------------|
 DE9723
 DE9723                          SUPERSEDED SURVEY CONTROL
 DE9723
 DE9723  NAD 83(1996)-  47 52 29.66679(N)    094 30 15.67904(W) AD(       ) 1
 DE9723  ELLIP H (01/24/03)  380.775  (m)                       GP(       ) 4 1
 DE9723  NAVD 88 (04/16/04)  409.024  (m)         1341.94   (f) SUPERSEDED  2 1
 DE9723  NAVD 88 (01/24/03)  409.02   (m)         1341.9    (f) LEVELING    3  
 DE9723
 DE9723.Superseded values are not recommended for survey control.
 DE9723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9723.See file dsdata.txt to determine how the superseded data were derived.
 DE9723
 DE9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8751203492(NAD 83)
 DE9723
 DE9723_MARKER: DB = BENCH MARK DISK
 DE9723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9723_STAMPING: 0405 C 1958
 DE9723_MARK LOGO: MNHD  
 DE9723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9723+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9723
 DE9723  HISTORY     - Date     Condition        Report By
 DE9723  HISTORY     - 1958     MONUMENTED       MNDT
 DE9723  HISTORY     - 20010710 GOOD             MNDT
 DE9723
 DE9723                          STATION DESCRIPTION
 DE9723
 DE9723'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9723'THE MARK WAS RECOVERED 3 MI (4.8 KM) WEST OF JCT OF TH 72 AND TH 1 IN
 DE9723'SHOOKS, AT TH 1 MP 143.35, 76 FT (23.2 M) NORTH OF TH 1, 32 FT (9.8 M)
 DE9723'EAST OF CO RD 103 NORTH, 72.4 FT (22.1 M) WEST OF P-POLE, 0.5 FT (15.2
 DE9723'CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9722 ***********************************************************************
 DE9722  DESIGNATION -  0405 D
 DE9722  PID         -  DE9722
 DE9722  STATE/COUNTY-  MN/BELTRAMI
 DE9722  COUNTRY     -  US
 DE9722  USGS QUAD   -  FUNKLEY (1971)
 DE9722
 DE9722                         *CURRENT SURVEY CONTROL
 DE9722  ______________________________________________________________________
 DE9722* NAD 83(2007) POSITION- 47 52 28.55263(N) 094 28 58.63065(W)   ADJUSTED  
 DE9722* NAD 83(2007) ELLIP HT-   380.689 (meters)        (02/10/07)   ADJUSTED
 DE9722* NAD 83(2007) EPOCH   -  2002.00
 DE9722* NAVD 88 ORTHO HEIGHT -   408.944  (meters)    1341.68  (feet) ADJUSTED  
 DE9722  ______________________________________________________________________
 DE9722  NAD 83(2007) X  -   -335,029.791 (meters)                     COMP
 DE9722  NAD 83(2007) Y  - -4,273,211.417 (meters)                     COMP
 DE9722  NAD 83(2007) Z  -  4,707,817.431 (meters)                     COMP
 DE9722  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC09
 DE9722  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 DE9722  DYNAMIC HEIGHT  -        409.014 (meters)     1341.91  (feet) COMP
 DE9722  MODELED GRAVITY -    980,768.3   (mgal)                       NAVD 88
 DE9722
 DE9722  VERT ORDER      -  SECOND    CLASS I
 DE9722
 DE9722  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9722  Type                                         Horiz  Ellip  Dist(km)
 DE9722  -------------------------------------------------------------------
 DE9722  NETWORK                                       0.53   0.55
 DE9722  -------------------------------------------------------------------
 DE9722  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.41   0.39      2.71
 DE9722  -------------------------------------------------------------------
 DE9722  NOTE: Click here for information on individual local accuracy
 DE9722  values and other accuracy information.
 DE9722
 DE9722
 DE9722.The horizontal coordinates were established by GPS observations
 DE9722.and adjusted by the National Geodetic Survey in February 2007.
 DE9722
 DE9722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9722.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9722
 DE9722.The horizontal coordinates are valid at the epoch date displayed above
 DE9722.which is a decimal equivalence of Year/Month/Day.
 DE9722
 DE9722.The orthometric height was determined by differential leveling and
 DE9722.adjusted in October 2007.
 DE9722
 DE9722.Photographs are available for this station.
 DE9722
 DE9722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9722
 DE9722.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9722
 DE9722.The ellipsoidal height was determined by GPS observations
 DE9722.and is referenced to NAD 83.
 DE9722
 DE9722.The dynamic height is computed by dividing the NAVD 88
 DE9722.geopotential number by the normal gravity value computed on the
 DE9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9722.degrees latitude (g = 980.6199 gals.).
 DE9722
 DE9722.The modeled gravity was interpolated from observed gravity values.
 DE9722
 DE9722. The following values were computed from the NAD 83(2007) position.
 DE9722
 DE9722;                    North         East     Units Scale Factor Converg.
 DE9722;SPC MN N     -   253,744.011   696,562.335   MT  0.99990305   -1 01 30.3
 DE9722;SPC MN N     -   832,491.81  2,285,304.93   sFT  0.99990305   -1 01 30.3
 DE9722;UTM  15      - 5,303,426.903   389,111.782   MT  0.99975109   -1 05 59.9
 DE9722
 DE9722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9722!SPC MN N     -   0.99994034  x   0.99990305  =   0.99984339
 DE9722!UTM  15      -   0.99994034  x   0.99975109  =   0.99969144
 DE9722
 DE9722                          SUPERSEDED SURVEY CONTROL
 DE9722
 DE9722  NAD 83(1996)-  47 52 28.55240(N)    094 28 58.63017(W) AD(       ) 1
 DE9722  ELLIP H (01/24/03)  380.688  (m)                       GP(       ) 4 1
 DE9722  NAVD 88 (04/16/04)  408.948  (m)         1341.69   (f) SUPERSEDED  2 1
 DE9722  NAVD 88 (01/24/03)  408.95   (m)         1341.7    (f) LEVELING    3  
 DE9722
 DE9722.Superseded values are not recommended for survey control.
 DE9722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9722.See file dsdata.txt to determine how the superseded data were derived.
 DE9722
 DE9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP8911103426(NAD 83)
 DE9722
 DE9722_MARKER: DB = BENCH MARK DISK
 DE9722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9722_STAMPING: 0405 D 1958
 DE9722_MARK LOGO: MNHD  
 DE9722_PROJECTION: RECESSED 3 CENTIMETERS
 DE9722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9722+STABILITY: SURFACE MOTION
 DE9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9722+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 DE9722
 DE9722  HISTORY     - Date     Condition        Report By
 DE9722  HISTORY     - 1958     MONUMENTED       MNHD
 DE9722  HISTORY     - 20010710 GOOD             MNDT
 DE9722  HISTORY     - 20030909 GOOD             MNDT
 DE9722
 DE9722                          STATION DESCRIPTION
 DE9722
 DE9722'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9722'THE MARK WAS RECOVERED 2 MI (3.2 KM) WEST ALONG TH 1 FROM JCT OF TH 72
 DE9722'IN SHOOKS, AT TH 1 MP 144.35, 77.7 FT (23.7 M) WEST OF P-POLE, 75 FT
 DE9722'(22.9 M) NORTH OF TH 1, 14 FT (4.3 M) WEST OF ENTRANCE, 2.8 FT (0.9 M)
 DE9722'EAST OF FENCE CORNER, 1.5 FT (0.5 M) EAST OF WIT POST.
 DE9722
 DE9722                          STATION RECOVERY (2003)
 DE9722
 DE9722'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DE9722'2 MILES WEST ALONG TRUNK HIGHWAY 1, FROM JUNCTION OF TRUNK HIGHWAY 1
 DE9722'AND TRUNK HIGHWAY 72 IN SHOOKS, AT TRUNK HIGHWAY 1 MILEPOINT 144.4,
 DE9722'77.7 FEET WEST OF POWER POLE, 75 FEET NORTH OF TRUNK HIGHWAY 1, 14
 DE9722'FEET WEST OF ENTRANCE, 2.8 FEET EAST OF FENCE CORNER, 1.5 FEET EAST OF
 DE9722'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9721 ***********************************************************************
 DE9721  DESIGNATION -  0405 E RESET
 DE9721  PID         -  DE9721
 DE9721  STATE/COUNTY-  MN/BELTRAMI
 DE9721  COUNTRY     -  US
 DE9721  USGS QUAD   -  FUNKLEY (1971)
 DE9721
 DE9721                         *CURRENT SURVEY CONTROL
 DE9721  ______________________________________________________________________
 DE9721* NAD 83(2007) POSITION- 47 52 27.41476(N) 094 27 41.78145(W)   ADJUSTED  
 DE9721* NAD 83(2007) ELLIP HT-   382.538 (meters)        (02/10/07)   ADJUSTED
 DE9721* NAD 83(2007) EPOCH   -  2002.00
 DE9721* NAVD 88 ORTHO HEIGHT -   410.817  (meters)    1347.82  (feet) ADJUSTED  
 DE9721  ______________________________________________________________________
 DE9721  NAD 83(2007) X  -   -333,439.799 (meters)                     COMP
 DE9721  NAD 83(2007) Y  - -4,273,363.169 (meters)                     COMP
 DE9721  NAD 83(2007) Z  -  4,707,795.228 (meters)                     COMP
 DE9721  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC09
 DE9721  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 DE9721  DYNAMIC HEIGHT  -        410.886 (meters)     1348.05  (feet) COMP
 DE9721  MODELED GRAVITY -    980,767.4   (mgal)                       NAVD 88
 DE9721
 DE9721  VERT ORDER      -  SECOND    CLASS I
 DE9721
 DE9721  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9721  Type                                         Horiz  Ellip  Dist(km)
 DE9721  -------------------------------------------------------------------
 DE9721  NETWORK                                       0.91   0.78
 DE9721  -------------------------------------------------------------------
 DE9721  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.82   0.65      2.95
 DE9721  -------------------------------------------------------------------
 DE9721  NOTE: Click here for information on individual local accuracy
 DE9721  values and other accuracy information.
 DE9721
 DE9721
 DE9721.The horizontal coordinates were established by GPS observations
 DE9721.and adjusted by the National Geodetic Survey in February 2007.
 DE9721
 DE9721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9721
 DE9721.The horizontal coordinates are valid at the epoch date displayed above
 DE9721.which is a decimal equivalence of Year/Month/Day.
 DE9721
 DE9721.The orthometric height was determined by differential leveling and
 DE9721.adjusted in October 2007.
 DE9721
 DE9721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9721
 DE9721.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9721
 DE9721.The ellipsoidal height was determined by GPS observations
 DE9721.and is referenced to NAD 83.
 DE9721
 DE9721.The dynamic height is computed by dividing the NAVD 88
 DE9721.geopotential number by the normal gravity value computed on the
 DE9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9721.degrees latitude (g = 980.6199 gals.).
 DE9721
 DE9721.The modeled gravity was interpolated from observed gravity values.
 DE9721
 DE9721. The following values were computed from the NAD 83(2007) position.
 DE9721
 DE9721;                    North         East     Units Scale Factor Converg.
 DE9721;SPC MN N     -   253,680.531   698,158.194   MT  0.99990305   -1 00 33.3
 DE9721;SPC MN N     -   832,283.54  2,290,540.67   sFT  0.99990305   -1 00 33.3
 DE9721;UTM  15      - 5,303,361.347   390,707.311   MT  0.99974678   -1 05 02.9
 DE9721
 DE9721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9721!SPC MN N     -   0.99994005  x   0.99990305  =   0.99984310
 DE9721!UTM  15      -   0.99994005  x   0.99974678  =   0.99968684
 DE9721
 DE9721                          SUPERSEDED SURVEY CONTROL
 DE9721
 DE9721  NAD 83(1996)-  47 52 27.41450(N)    094 27 41.78102(W) AD(       ) 1
 DE9721  ELLIP H (01/24/03)  382.542  (m)                       GP(       ) 4 1
 DE9721  NAVD 88 (04/16/04)  410.818  (m)         1347.83   (f) SUPERSEDED  2 1
 DE9721  NAVD 88 (01/24/03)  410.82   (m)         1347.8    (f) LEVELING    3  
 DE9721
 DE9721.Superseded values are not recommended for survey control.
 DE9721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9721.See file dsdata.txt to determine how the superseded data were derived.
 DE9721
 DE9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9070703361(NAD 83)
 DE9721
 DE9721_MARKER: DB = BENCH MARK DISK
 DE9721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9721_STAMPING: 0405 E 1958 RESET 1961
 DE9721_MARK LOGO: MNHD  
 DE9721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9721+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9721
 DE9721  HISTORY     - Date     Condition        Report By
 DE9721  HISTORY     - 1961     MONUMENTED       MNDT
 DE9721  HISTORY     - 20010710 GOOD             MNDT
 DE9721
 DE9721                          STATION DESCRIPTION
 DE9721
 DE9721'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9721'THE MARK WAS RECOVERED 1 MI (1.6 KM) WEST OF SHOOKS, 72.4 FT (22.1 M)
 DE9721'NORTH OF TH 1, 52 FT (15.8 M) WEST OF TWP ROAD 30 AT SECTION CORNER,
 DE9721'AT TH 1 MP 145.35, 79 FT (24.1 M) WEST OF P-POLE, 4 FT (1.2 M) SOUTH
 DE9721'OF OLD FENCE, 0.6 FT (18.3 CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1123 ***********************************************************************
 SK1123  DESIGNATION -  0405 F
 SK1123  PID         -  SK1123
 SK1123  STATE/COUNTY-  MN/BELTRAMI
 SK1123  COUNTRY     -  US
 SK1123  USGS QUAD   -  FUNKLEY (1971)
 SK1123
 SK1123                         *CURRENT SURVEY CONTROL
 SK1123  ______________________________________________________________________
 SK1123* NAD 83(2007) POSITION- 47 52 27.75832(N) 094 26 16.62022(W)   ADJUSTED  
 SK1123* NAD 83(2007) ELLIP HT-   385.930 (meters)        (02/10/07)   ADJUSTED
 SK1123* NAD 83(2007) EPOCH   -  2002.00
 SK1123* NAVD 88 ORTHO HEIGHT -   414.222  (meters)    1358.99  (feet) ADJUSTED  
 SK1123  ______________________________________________________________________
 SK1123  NAD 83(2007) X  -   -331,674.980 (meters)                     COMP
 SK1123  NAD 83(2007) Y  - -4,273,494.894 (meters)                     COMP
 SK1123  NAD 83(2007) Z  -  4,707,804.861 (meters)                     COMP
 SK1123  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 SK1123  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 SK1123  DYNAMIC HEIGHT  -        414.292 (meters)     1359.22  (feet) COMP
 SK1123  MODELED GRAVITY -    980,766.3   (mgal)                       NAVD 88
 SK1123
 SK1123  VERT ORDER      -  SECOND    CLASS I
 SK1123
 SK1123  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK1123  Type                                         Horiz  Ellip  Dist(km)
 SK1123  -------------------------------------------------------------------
 SK1123  NETWORK                                       0.55   0.57
 SK1123  -------------------------------------------------------------------
 SK1123  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.40   0.39      3.60
 SK1123  -------------------------------------------------------------------
 SK1123  NOTE: Click here for information on individual local accuracy
 SK1123  values and other accuracy information.
 SK1123
 SK1123
 SK1123.The horizontal coordinates were established by GPS observations
 SK1123.and adjusted by the National Geodetic Survey in February 2007.
 SK1123
 SK1123.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK1123.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK1123
 SK1123.The horizontal coordinates are valid at the epoch date displayed above
 SK1123.which is a decimal equivalence of Year/Month/Day.
 SK1123
 SK1123.The orthometric height was determined by differential leveling and
 SK1123.adjusted in June 1991.
 SK1123
 SK1123.Photographs are available for this station.
 SK1123
 SK1123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1123
 SK1123.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK1123
 SK1123.The ellipsoidal height was determined by GPS observations
 SK1123.and is referenced to NAD 83.
 SK1123
 SK1123.The dynamic height is computed by dividing the NAVD 88
 SK1123.geopotential number by the normal gravity value computed on the
 SK1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1123.degrees latitude (g = 980.6199 gals.).
 SK1123
 SK1123.The modeled gravity was interpolated from observed gravity values.
 SK1123
 SK1123. The following values were computed from the NAD 83(2007) position.
 SK1123
 SK1123;                    North         East     Units Scale Factor Converg.
 SK1123;SPC MN N     -   253,660.243   699,927.550   MT  0.99990305   -0 59 30.2
 SK1123;SPC MN N     -   832,216.98  2,296,345.64   sFT  0.99990305   -0 59 30.2
 SK1123;UTM  15      - 5,303,338.751   392,476.359   MT  0.99974206   -1 03 59.7
 SK1123
 SK1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1123!SPC MN N     -   0.99993952  x   0.99990305  =   0.99984257
 SK1123!UTM  15      -   0.99993952  x   0.99974206  =   0.99968159
 SK1123
 SK1123                          SUPERSEDED SURVEY CONTROL
 SK1123
 SK1123  NAD 83(1996)-  47 52 27.75785(N)    094 26 16.61970(W) AD(       ) 1
 SK1123  ELLIP H (01/24/03)  385.946  (m)                       GP(       ) 4 1
 SK1123  NAVD 88 (01/24/03)  414.22   (m)         1359.0    (f) LEVELING    3  
 SK1123
 SK1123.Superseded values are not recommended for survey control.
 SK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1123.See file dsdata.txt to determine how the superseded data were derived.
 SK1123
 SK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9247603338(NAD 83)
 SK1123
 SK1123_MARKER: DV = VERTICAL CONTROL DISK
 SK1123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1123_SP_SET: ALUMINUM ALLOY ROD
 SK1123_STAMPING: 0405 F 1984
 SK1123_MARK LOGO: MNDT  
 SK1123_PROJECTION: FLUSH
 SK1123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1123+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 SK1123_ROD/PIPE-DEPTH:  7.6 meters
 SK1123
 SK1123  HISTORY     - Date     Condition        Report By
 SK1123  HISTORY     - 1984     MONUMENTED       MNDT
 SK1123  HISTORY     - 20010710 GOOD             MNDT
 SK1123  HISTORY     - 20030908 GOOD             MNDT
 SK1123  HISTORY     - 20061107 GOOD             MNDT
 SK1123
 SK1123                          STATION DESCRIPTION
 SK1123
 SK1123'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1123'5 MI SOUTH FROM KELLIHER.
 SK1123'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF KELLIHER, IN
 SK1123'THE NW 1/4 OF SECTION 25, T151N, R30W, 4.7 MILES SOUTH ALONG TRUNK
 SK1123'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, THENCE
 SK1123'250 FEET EAST ALONG TRUNK HIGHWAY 1, 49.0 FEET NORTH OF THE
 SK1123'CENTERLINE OF TRUNK HIGHWAY 1 AT MILEPOINT 146.4, 249 FEET EAST OF
 SK1123'THE CENTERLINE OF TRUNK HIGHWAY 72, 1.9 FEET SOUTHWEST OF A POWER
 SK1123'POLE WITH A GUY WIRE, AND 1.5 FEET EAST OF A STEEL WITNESS POST.  THE
 SK1123'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SK1123'STAMPED---0405 F 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 SK1123'25 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 SK1123'THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 1.  A
 SK1123'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 SK1123
 SK1123                          STATION RECOVERY (2001)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK1123'THE MARK WAS RECOVERED AS DESCRIBED.
 SK1123
 SK1123                          STATION RECOVERY (2003)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1123'5 MILES SOUTH OF KELLIHER, 4.7 MILES SOUTH OF JUNCTION OF TRUNK
 SK1123'HIGHWAY 72 AND COUNTY ROAD 36, AT JUNCTION OF TRUNK HIGHWAY 72 AND
 SK1123'TRUNK HIGHWAY 1, 249 FEET EAST OF TRUNK HIGHWAY 72, 49.0 FEET NORTH OF
 SK1123'TRUNK HIGHWAY 1, 1.9 FEET SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.5
 SK1123'FEET EAST OF WITNESS POST, AT TRUNK HIGHWAY 1 MILEPOINT 146.4
 SK1123
 SK1123                          STATION RECOVERY (2006)
 SK1123
 SK1123'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1123'5 MILES SOUTH OF KELLIHER, 4.7 MILES SOUTH OF JUNCTION OF TRUNK
 SK1123'HIGHWAY 72 AND COUNTY ROAD 36, AT JUNCTION OF TRUNK HIGHWAY 72 AND
 SK1123'TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 1 MILEPOINT 146.4, 249 FEET EAST OF
 SK1123'TRUNK HIGHWAY 72, 49.0 FEET NORTH OF TRUNK HIGHWAY 1, 1.9 FEET
 SK1123'SOUTHWEST OF POWER POLE WITH GUY WIRE, 1.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1124 ***********************************************************************
 SK1124  DESIGNATION -  0405 G
 SK1124  PID         -  SK1124
 SK1124  STATE/COUNTY-  MN/BELTRAMI
 SK1124  COUNTRY     -  US
 SK1124  USGS QUAD   -  FUNKLEY (1971)
 SK1124
 SK1124                         *CURRENT SURVEY CONTROL
 SK1124  ______________________________________________________________________
 SK1124* NAD 83(1986) POSITION- 47 52 26.8    (N) 094 25 29.2    (W)   HD_HELD2  
 SK1124* NAVD 88 ORTHO HEIGHT -   411.341  (meters)    1349.54  (feet) ADJUSTED  
 SK1124  ______________________________________________________________________
 SK1124  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 SK1124  DYNAMIC HEIGHT  -        411.410 (meters)     1349.77  (feet) COMP
 SK1124  MODELED GRAVITY -    980,765.6   (mgal)                       NAVD 88
 SK1124
 SK1124  VERT ORDER      -  SECOND    CLASS I
 SK1124
 SK1124.The horizontal coordinates were established by autonomous hand held GPS
 SK1124.observations and have an estimated accuracy of +/- 10 meters.
 SK1124.
 SK1124.The orthometric height was determined by differential leveling and
 SK1124.adjusted in October 2007.
 SK1124
 SK1124.The dynamic height is computed by dividing the NAVD 88
 SK1124.geopotential number by the normal gravity value computed on the
 SK1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1124.degrees latitude (g = 980.6199 gals.).
 SK1124
 SK1124.The modeled gravity was interpolated from observed gravity values.
 SK1124
 SK1124;                    North         East    Units  Estimated Accuracy
 SK1124;SPC MN N     -   253,614.      700,912.      MT  (+/- 10 meters HH2 GPS)
 SK1124
 SK1124                          SUPERSEDED SURVEY CONTROL
 SK1124
 SK1124  NAVD 88 (04/16/04)  411.341  (m)         1349.54   (f) SUPERSEDED  2 1
 SK1124  NAVD 88 (06/15/91)  411.351  (m)         1349.57   (f) SUPERSEDED  2 1
 SK1124
 SK1124.Superseded values are not recommended for survey control.
 SK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1124.See file dsdata.txt to determine how the superseded data were derived.
 SK1124
 SK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9346003290(NAD 83)
 SK1124
 SK1124_MARKER: DV = VERTICAL CONTROL DISK
 SK1124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1124_SP_SET: ALUMINUM ALLOY ROD
 SK1124_STAMPING: 0405 G 1984
 SK1124_MARK LOGO: MNDT  
 SK1124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1124+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 SK1124
 SK1124  HISTORY     - Date     Condition        Report By
 SK1124  HISTORY     - 1984     MONUMENTED       MNDT
 SK1124  HISTORY     - 20010710 GOOD             MNDT
 SK1124
 SK1124                          STATION DESCRIPTION
 SK1124
 SK1124'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1124'4.5 MI SSE FROM KELLIHER.
 SK1124'THE MARK IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 SK1124'KELLIHER, NEAR THE NORTH 1/4 OF SECTION 25, T151N, R30W, 0.7 MILE
 SK1124'EAST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72
 SK1124'ABOUT 5 MILES SOUTH OF KELLIHER, 79.0 FEET NORTHEAST OF THE
 SK1124'CENTERLINE OF TRUNK HIGHWAY 1 AT MILEPOINT 147.1, 2 FEET WEST OF A
 SK1124'POWER POLE, AND 1.2 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 SK1124'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0405
 SK1124'G 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER DRIVEN ALUMINUM
 SK1124'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 SK1124'BELOW THE LEVEL OF TRUNK HIGHWAY 1.  A MAGNET IN THE DISK MAKES THE
 SK1124'MARK MAGNETIC.  NOTE--ROD DEPTH IS MORE THAN 10 FEET.
 SK1124
 SK1124                          STATION RECOVERY (2001)
 SK1124
 SK1124'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SK1124'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4630 ***********************************************************************
 DF4630  DESIGNATION -  0406 AA
 DF4630  PID         -  DF4630
 DF4630  STATE/COUNTY-  MN/BELTRAMI
 DF4630  COUNTRY     -  US
 DF4630  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4630
 DF4630                         *CURRENT SURVEY CONTROL
 DF4630  ______________________________________________________________________
 DF4630* NAD 83(1986) POSITION- 47 28 44.2    (N) 094 55 07.4    (W)   HD_HELD2  
 DF4630* NAVD 88 ORTHO HEIGHT -   427.622  (meters)    1402.96  (feet) ADJUSTED  
 DF4630  ______________________________________________________________________
 DF4630  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF4630  DYNAMIC HEIGHT  -        427.663 (meters)     1403.09  (feet) COMP
 DF4630  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 DF4630
 DF4630  VERT ORDER      -  SECOND    CLASS I
 DF4630
 DF4630.The horizontal coordinates were established by autonomous hand held GPS
 DF4630.observations and have an estimated accuracy of +/- 10 meters.
 DF4630.
 DF4630.The orthometric height was determined by differential leveling and
 DF4630.adjusted in August 2004.
 DF4630
 DF4630.The dynamic height is computed by dividing the NAVD 88
 DF4630.geopotential number by the normal gravity value computed on the
 DF4630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4630.degrees latitude (g = 980.6199 gals.).
 DF4630
 DF4630.The modeled gravity was interpolated from observed gravity values.
 DF4630
 DF4630;                    North         East    Units  Estimated Accuracy
 DF4630;SPC MN N     -   210,445.      662,940.      MT  (+/- 10 meters HH2 GPS)
 DF4630
 DF4630                          SUPERSEDED SURVEY CONTROL
 DF4630
 DF4630.No superseded survey control is available for this station.
 DF4630
 DF4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5543860174(NAD 83)
 DF4630
 DF4630_MARKER: DV = VERTICAL CONTROL DISK
 DF4630_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4630_SP_SET: BRIDGE RAIL
 DF4630_STAMPING: 0406 AA 1980
 DF4630_MARK LOGO: MNDT  
 DF4630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4630+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4630
 DF4630  HISTORY     - Date     Condition        Report By
 DF4630  HISTORY     - 1978     MONUMENTED       MNDT
 DF4630  HISTORY     - 20010815 GOOD             MNDT
 DF4630
 DF4630                          STATION DESCRIPTION
 DF4630
 DF4630'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4630'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DF4630'WEST OF BEMIDJI, 0.8 MI (1.3 KM) NORTH OF CO RD 7, IN SE COR OF WB TH
 DF4630'2 BRDG ABUT 04005 OVER RR, AT TH 2 MP 112.5, AT TH 2 STA 779+80, 25 FT
 DF4630'(7.6 M) EAST OF WB TH 2.  DISK SET IN BRDG WHEN BUILT IN 1978 THEN
 DF4630'STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4631 ***********************************************************************
 DF4631  DESIGNATION -  0406 AB
 DF4631  PID         -  DF4631
 DF4631  STATE/COUNTY-  MN/BELTRAMI
 DF4631  COUNTRY     -  US
 DF4631  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4631
 DF4631                         *CURRENT SURVEY CONTROL
 DF4631  ______________________________________________________________________
 DF4631* NAD 83(1986) POSITION- 47 28 47.8    (N) 094 55 09.9    (W)   HD_HELD2  
 DF4631* NAVD 88 ORTHO HEIGHT -   427.053  (meters)    1401.09  (feet) ADJUSTED  
 DF4631  ______________________________________________________________________
 DF4631  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF4631  DYNAMIC HEIGHT  -        427.094 (meters)     1401.22  (feet) COMP
 DF4631  MODELED GRAVITY -    980,696.0   (mgal)                       NAVD 88
 DF4631
 DF4631  VERT ORDER      -  SECOND    CLASS I
 DF4631
 DF4631.The horizontal coordinates were established by autonomous hand held GPS
 DF4631.observations and have an estimated accuracy of +/- 10 meters.
 DF4631.
 DF4631.The orthometric height was determined by differential leveling and
 DF4631.adjusted in August 2004.
 DF4631
 DF4631.The dynamic height is computed by dividing the NAVD 88
 DF4631.geopotential number by the normal gravity value computed on the
 DF4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4631.degrees latitude (g = 980.6199 gals.).
 DF4631
 DF4631.The modeled gravity was interpolated from observed gravity values.
 DF4631
 DF4631;                    North         East    Units  Estimated Accuracy
 DF4631;SPC MN N     -   210,557.      662,890.      MT  (+/- 10 meters HH2 GPS)
 DF4631
 DF4631                          SUPERSEDED SURVEY CONTROL
 DF4631
 DF4631.No superseded survey control is available for this station.
 DF4631
 DF4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5538960286(NAD 83)
 DF4631
 DF4631_MARKER: DV = VERTICAL CONTROL DISK
 DF4631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4631_SP_SET: BRIDGE ABUTMENT
 DF4631_STAMPING: 0406 AB 1980
 DF4631_MARK LOGO: MNDT  
 DF4631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4631+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4631
 DF4631  HISTORY     - Date     Condition        Report By
 DF4631  HISTORY     - 1978     MONUMENTED       MNDT
 DF4631  HISTORY     - 20010815 GOOD             MNDT
 DF4631
 DF4631                          STATION DESCRIPTION
 DF4631
 DF4631'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4631'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DF4631'WEST OF BEMIDJI, 0.8 MI (1.3 KM) NORTH OF CO RD 7, IN ABUT AT THE NW
 DF4631'COR OF EB TH 2 BRDG NO 04006 OVER RR, AT TH 2 MP 112.5, AT TH 2 STA
 DF4631'776+15, 25 FT (7.6 M) WEST OF EB TH 2.  DISK SET IN BRDG WHEN BUILT IN
 DF4631'1978 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4629 ***********************************************************************
 DF4629  DESIGNATION -  0406 AC
 DF4629  PID         -  DF4629
 DF4629  STATE/COUNTY-  MN/BELTRAMI
 DF4629  COUNTRY     -  US
 DF4629  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4629
 DF4629                         *CURRENT SURVEY CONTROL
 DF4629  ______________________________________________________________________
 DF4629* NAD 83(1986) POSITION- 47 28 07.7    (N) 094 54 56.6    (W)   HD_HELD2  
 DF4629* NAVD 88 ORTHO HEIGHT -   425.722  (meters)    1396.72  (feet) ADJUSTED  
 DF4629  ______________________________________________________________________
 DF4629  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF4629  DYNAMIC HEIGHT  -        425.762 (meters)     1396.85  (feet) COMP
 DF4629  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DF4629
 DF4629  VERT ORDER      -  SECOND    CLASS I
 DF4629
 DF4629.The horizontal coordinates were established by autonomous hand held GPS
 DF4629.observations and have an estimated accuracy of +/- 10 meters.
 DF4629.
 DF4629.The orthometric height was determined by differential leveling and
 DF4629.adjusted in August 2004.
 DF4629
 DF4629.The dynamic height is computed by dividing the NAVD 88
 DF4629.geopotential number by the normal gravity value computed on the
 DF4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4629.degrees latitude (g = 980.6199 gals.).
 DF4629
 DF4629.The modeled gravity was interpolated from observed gravity values.
 DF4629
 DF4629;                    North         East    Units  Estimated Accuracy
 DF4629;SPC MN N     -   209,313.      663,139.      MT  (+/- 10 meters HH2 GPS)
 DF4629
 DF4629                          SUPERSEDED SURVEY CONTROL
 DF4629
 DF4629.No superseded survey control is available for this station.
 DF4629
 DF4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5563759041(NAD 83)
 DF4629
 DF4629_MARKER: DV = VERTICAL CONTROL DISK
 DF4629_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4629_SP_SET: BRIDGE RAIL
 DF4629_STAMPING: 0406 AC 1980
 DF4629_MARK LOGO: MNDT  
 DF4629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4629+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4629
 DF4629  HISTORY     - Date     Condition        Report By
 DF4629  HISTORY     - 1978     MONUMENTED       MNDT
 DF4629  HISTORY     - 20010815 GOOD             MNDT
 DF4629
 DF4629                          STATION DESCRIPTION
 DF4629
 DF4629'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4629'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DF4629'WEST OF BEMIDJI, 3.7 MI (6.0 KM) NW OF TH 71, AT JCT OF TH 2 AND CO RD
 DF4629'7, AT TH 2 MP 113.25, IN RAIL AT NW COR OF WB TH 2 BRDG NO 04009 OVER
 DF4629'WB CO RD 7, 19 FT (5.8 M) WEST OF WB TH 2, 1.6 FT (0.5 M) SOUTH OF NW
 DF4629'COR OF BRDG, AT TH 2 STA 817+82.  DISK SET IN BRDG WHEN BUILT IN 1978
 DF4629'THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4628 ***********************************************************************
 DF4628  DESIGNATION -  0406 AD
 DF4628  PID         -  DF4628
 DF4628  STATE/COUNTY-  MN/BELTRAMI
 DF4628  COUNTRY     -  US
 DF4628  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4628
 DF4628                         *CURRENT SURVEY CONTROL
 DF4628  ______________________________________________________________________
 DF4628* NAD 83(1986) POSITION- 47 28 06.1    (N) 094 54 56.7    (W)   HD_HELD2  
 DF4628* NAVD 88 ORTHO HEIGHT -   425.787  (meters)    1396.94  (feet) ADJUSTED  
 DF4628  ______________________________________________________________________
 DF4628  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF4628  DYNAMIC HEIGHT  -        425.828 (meters)     1397.07  (feet) COMP
 DF4628  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DF4628
 DF4628  VERT ORDER      -  SECOND    CLASS I
 DF4628
 DF4628.The horizontal coordinates were established by autonomous hand held GPS
 DF4628.observations and have an estimated accuracy of +/- 10 meters.
 DF4628.
 DF4628.The orthometric height was determined by differential leveling and
 DF4628.adjusted in August 2004.
 DF4628
 DF4628.The dynamic height is computed by dividing the NAVD 88
 DF4628.geopotential number by the normal gravity value computed on the
 DF4628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4628.degrees latitude (g = 980.6199 gals.).
 DF4628
 DF4628.The modeled gravity was interpolated from observed gravity values.
 DF4628
 DF4628;                    North         East    Units  Estimated Accuracy
 DF4628;SPC MN N     -   209,263.      663,136.      MT  (+/- 10 meters HH2 GPS)
 DF4628
 DF4628                          SUPERSEDED SURVEY CONTROL
 DF4628
 DF4628.No superseded survey control is available for this station.
 DF4628
 DF4628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5563358992(NAD 83)
 DF4628
 DF4628_MARKER: DV = VERTICAL CONTROL DISK
 DF4628_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4628_SP_SET: BRIDGE RAIL
 DF4628_STAMPING: 0406 AD 1980
 DF4628_MARK LOGO: MNDT  
 DF4628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4628+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4628
 DF4628  HISTORY     - Date     Condition        Report By
 DF4628  HISTORY     - 1978     MONUMENTED       MNDT
 DF4628  HISTORY     - 20010815 GOOD             MNDT
 DF4628
 DF4628                          STATION DESCRIPTION
 DF4628
 DF4628'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4628'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DF4628'WEST OF BEMIDJI, 3.7 MI (6.0 KM) NW OF TH 71, AT JCT OF TH 2 AND CO RD
 DF4628'7, AT TH 2 MP 113.30, IN BRDG RAIL AT SE COR OF EB TH 2 BRDG NO 04010
 DF4628'OVER EB CO RD 7, 19 FT (5.8 M) EAST OF EB TH 2, 1.7 FT (0.5 M) NORTH
 DF4628'OF SE COR OF BRDG, AT TH 2 STA 819+35.  DISK SET IN BRDG WHEN BUILT IN
 DF4628'1978 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4626 ***********************************************************************
 DF4626  DESIGNATION -  0406 AE
 DF4626  PID         -  DF4626
 DF4626  STATE/COUNTY-  MN/BELTRAMI
 DF4626  COUNTRY     -  US
 DF4626  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4626
 DF4626                         *CURRENT SURVEY CONTROL
 DF4626  ______________________________________________________________________
 DF4626* NAD 83(1986) POSITION- 47 27 25.8    (N) 094 54 24.1    (W)   HD_HELD2  
 DF4626* NAVD 88 ORTHO HEIGHT -   422.460  (meters)    1386.02  (feet) ADJUSTED  
 DF4626  ______________________________________________________________________
 DF4626  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF4626  DYNAMIC HEIGHT  -        422.499 (meters)     1386.15  (feet) COMP
 DF4626  MODELED GRAVITY -    980,692.4   (mgal)                       NAVD 88
 DF4626
 DF4626  VERT ORDER      -  SECOND    CLASS I
 DF4626
 DF4626.The horizontal coordinates were established by autonomous hand held GPS
 DF4626.observations and have an estimated accuracy of +/- 10 meters.
 DF4626.
 DF4626.The orthometric height was determined by differential leveling and
 DF4626.adjusted in August 2004.
 DF4626
 DF4626.The dynamic height is computed by dividing the NAVD 88
 DF4626.geopotential number by the normal gravity value computed on the
 DF4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4626.degrees latitude (g = 980.6199 gals.).
 DF4626
 DF4626.The modeled gravity was interpolated from observed gravity values.
 DF4626
 DF4626;                    North         East    Units  Estimated Accuracy
 DF4626;SPC MN N     -   208,003.      663,789.      MT  (+/- 10 meters HH2 GPS)
 DF4626
 DF4626                          SUPERSEDED SURVEY CONTROL
 DF4626
 DF4626.No superseded survey control is available for this station.
 DF4626
 DF4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5628557731(NAD 83)
 DF4626
 DF4626_MARKER: DV = VERTICAL CONTROL DISK
 DF4626_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4626_SP_SET: BRIDGE RAIL
 DF4626_STAMPING: 0406 AE 1980
 DF4626_MARK LOGO: MNDT  
 DF4626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4626+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4626
 DF4626  HISTORY     - Date     Condition        Report By
 DF4626  HISTORY     - 1979     MONUMENTED       MNDT
 DF4626  HISTORY     - 20010815 GOOD             MNDT
 DF4626
 DF4626                          STATION DESCRIPTION
 DF4626
 DF4626'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4626'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 2.7
 DF4626'MI (4.3 KM) NW OF TH 71, AT TH 2 MP 114.3, IN NE COR OF BRDG NO 04011
 DF4626'UNDER CO RD 11, 21.2 FT (6.5 M) EAST OF CO RD 11 IN BRDG RAIL, 0.8 FT
 DF4626'(24.4 CM) SOUTH OF NE CORNER OF BRDG, AT TH 2 STA 123+67.  DISK SET IN
 DF4626'BRDG WHEN BUILT IN 1979 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4627 ***********************************************************************
 DF4627  DESIGNATION -  0406 AF
 DF4627  PID         -  DF4627
 DF4627  STATE/COUNTY-  MN/BELTRAMI
 DF4627  COUNTRY     -  US
 DF4627  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4627
 DF4627                         *CURRENT SURVEY CONTROL
 DF4627  ______________________________________________________________________
 DF4627* NAD 83(1986) POSITION- 47 27 21.3    (N) 094 54 24.0    (W)   HD_HELD2  
 DF4627* NAVD 88 ORTHO HEIGHT -   422.228  (meters)    1385.26  (feet) ADJUSTED  
 DF4627  ______________________________________________________________________
 DF4627  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF4627  DYNAMIC HEIGHT  -        422.267 (meters)     1385.39  (feet) COMP
 DF4627  MODELED GRAVITY -    980,692.3   (mgal)                       NAVD 88
 DF4627
 DF4627  VERT ORDER      -  SECOND    CLASS I
 DF4627
 DF4627.The horizontal coordinates were established by autonomous hand held GPS
 DF4627.observations and have an estimated accuracy of +/- 10 meters.
 DF4627.
 DF4627.The orthometric height was determined by differential leveling and
 DF4627.adjusted in August 2004.
 DF4627
 DF4627.The dynamic height is computed by dividing the NAVD 88
 DF4627.geopotential number by the normal gravity value computed on the
 DF4627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4627.degrees latitude (g = 980.6199 gals.).
 DF4627
 DF4627.The modeled gravity was interpolated from observed gravity values.
 DF4627
 DF4627;                    North         East    Units  Estimated Accuracy
 DF4627;SPC MN N     -   207,864.      663,788.      MT  (+/- 10 meters HH2 GPS)
 DF4627
 DF4627                          SUPERSEDED SURVEY CONTROL
 DF4627
 DF4627.No superseded survey control is available for this station.
 DF4627
 DF4627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5628457592(NAD 83)
 DF4627
 DF4627_MARKER: DV = VERTICAL CONTROL DISK
 DF4627_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4627_SP_SET: BRIDGE RAIL
 DF4627_STAMPING: 0406 AF 1980
 DF4627_MARK LOGO: MNDT  
 DF4627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4627+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4627
 DF4627  HISTORY     - Date     Condition        Report By
 DF4627  HISTORY     - 1979     MONUMENTED       MNDT
 DF4627  HISTORY     - 20010815 GOOD             MNDT
 DF4627
 DF4627                          STATION DESCRIPTION
 DF4627
 DF4627'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4627'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 2.7
 DF4627'MI (4.3 KM) NW OF TH 71, IN RAIL AT SE COR OF TH 2 BRDG NO 04011 UNDER
 DF4627'CO RD 11, AT TH 2 MP 114.3, 21.2 FT (6.5 M) EAST OF CO RD 11, 0.8 FT
 DF4627'(24.4 CM) NORTH OF SE COR OF BRDG, AT TH 2 STA 169+11.  DISK SET IN
 DF4627'BRDG WHEN BUILT IN 1979 THEN STAMPED 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4624 ***********************************************************************
 DF4624  DESIGNATION -  0406 AG
 DF4624  PID         -  DF4624
 DF4624  STATE/COUNTY-  MN/BELTRAMI
 DF4624  COUNTRY     -  US
 DF4624  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4624
 DF4624                         *CURRENT SURVEY CONTROL
 DF4624  ______________________________________________________________________
 DF4624* NAD 83(1986) POSITION- 47 26 44.3    (N) 094 53 18.5    (W)   HD_HELD2  
 DF4624* NAVD 88 ORTHO HEIGHT -   413.715  (meters)    1357.33  (feet) ADJUSTED  
 DF4624  ______________________________________________________________________
 DF4624  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4624  DYNAMIC HEIGHT  -        413.753 (meters)     1357.45  (feet) COMP
 DF4624  MODELED GRAVITY -    980,690.9   (mgal)                       NAVD 88
 DF4624
 DF4624  VERT ORDER      -  SECOND    CLASS I
 DF4624
 DF4624.The horizontal coordinates were established by autonomous hand held GPS
 DF4624.observations and have an estimated accuracy of +/- 10 meters.
 DF4624.
 DF4624.The orthometric height was determined by differential leveling and
 DF4624.adjusted in August 2004.
 DF4624
 DF4624.The dynamic height is computed by dividing the NAVD 88
 DF4624.geopotential number by the normal gravity value computed on the
 DF4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4624.degrees latitude (g = 980.6199 gals.).
 DF4624
 DF4624.The modeled gravity was interpolated from observed gravity values.
 DF4624
 DF4624;                    North         East    Units  Estimated Accuracy
 DF4624;SPC MN N     -   206,690.      665,133.      MT  (+/- 10 meters HH2 GPS)
 DF4624
 DF4624                          SUPERSEDED SURVEY CONTROL
 DF4624
 DF4624.No superseded survey control is available for this station.
 DF4624
 DF4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5762856416(NAD 83)
 DF4624
 DF4624_MARKER: DV = VERTICAL CONTROL DISK
 DF4624_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4624_SP_SET: BRIDGE RAIL
 DF4624_STAMPING: 0406 AG 1980
 DF4624_MARK LOGO: MNDT  
 DF4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4624+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4624
 DF4624  HISTORY     - Date     Condition        Report By
 DF4624  HISTORY     - 1979     MONUMENTED       MNDT
 DF4624  HISTORY     - 20010815 GOOD             MNDT
 DF4624
 DF4624                          STATION DESCRIPTION
 DF4624
 DF4624'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4624'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 1.5
 DF4624'MI (2.4 KM) NW OF TH 71, AT TH 2 MP 115.3, IN SE ABUT OF WB TH 2 BRDG
 DF4624'04013 OVER MISSISSIPPI RIVER, 20 FT (6.1 M) SW OF WB TH 2, AT TH 2 STA
 DF4624'928+75.  DISK SET IN BRDG WHEN BUILT IN 1979 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4625 ***********************************************************************
 DF4625  DESIGNATION -  0406 AH
 DF4625  PID         -  DF4625
 DF4625  STATE/COUNTY-  MN/BELTRAMI
 DF4625  COUNTRY     -  US
 DF4625  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4625
 DF4625                         *CURRENT SURVEY CONTROL
 DF4625  ______________________________________________________________________
 DF4625* NAD 83(1986) POSITION- 47 26 44.6    (N) 094 53 19.7    (W)   HD_HELD2  
 DF4625* NAVD 88 ORTHO HEIGHT -   413.675  (meters)    1357.20  (feet) ADJUSTED  
 DF4625  ______________________________________________________________________
 DF4625  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4625  DYNAMIC HEIGHT  -        413.713 (meters)     1357.32  (feet) COMP
 DF4625  MODELED GRAVITY -    980,690.9   (mgal)                       NAVD 88
 DF4625
 DF4625  VERT ORDER      -  SECOND    CLASS I
 DF4625
 DF4625.The horizontal coordinates were established by autonomous hand held GPS
 DF4625.observations and have an estimated accuracy of +/- 10 meters.
 DF4625.
 DF4625.The orthometric height was determined by differential leveling and
 DF4625.adjusted in August 2004.
 DF4625
 DF4625.The dynamic height is computed by dividing the NAVD 88
 DF4625.geopotential number by the normal gravity value computed on the
 DF4625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4625.degrees latitude (g = 980.6199 gals.).
 DF4625
 DF4625.The modeled gravity was interpolated from observed gravity values.
 DF4625
 DF4625;                    North         East    Units  Estimated Accuracy
 DF4625;SPC MN N     -   206,700.      665,108.      MT  (+/- 10 meters HH2 GPS)
 DF4625
 DF4625                          SUPERSEDED SURVEY CONTROL
 DF4625
 DF4625.No superseded survey control is available for this station.
 DF4625
 DF4625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5760356426(NAD 83)
 DF4625
 DF4625_MARKER: DV = VERTICAL CONTROL DISK
 DF4625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4625_SP_SET: BRIDGE ABUTMENT
 DF4625_STAMPING: 0406 AH 1980
 DF4625_MARK LOGO: MNDT  
 DF4625_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4625+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4625
 DF4625  HISTORY     - Date     Condition        Report By
 DF4625  HISTORY     - 1979     MONUMENTED       MNDT
 DF4625  HISTORY     - 20010815 GOOD             MNDT
 DF4625
 DF4625                          STATION DESCRIPTION
 DF4625
 DF4625'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4625'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 1.5
 DF4625'MI (2.4 KM) NW OF TH 71, IN SE ABUT OF EB TH 2 BRDG 04014 OVER
 DF4625'MISSISSIPPI RIVER, 26 FT (7.9 M) SW OF EB TH 2, AT TH 2 STA 928+73.
 DF4625'DISK SET IN BRDG WHEN BUILT IN 1979 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4622 ***********************************************************************
 DF4622  DESIGNATION -  0406 AJ
 DF4622  PID         -  DF4622
 DF4622  STATE/COUNTY-  MN/BELTRAMI
 DF4622  COUNTRY     -  US
 DF4622  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4622
 DF4622                         *CURRENT SURVEY CONTROL
 DF4622  ______________________________________________________________________
 DF4622* NAD 83(1986) POSITION- 47 26 21.1    (N) 094 52 31.8    (W)   HD_HELD2  
 DF4622* NAVD 88 ORTHO HEIGHT -   425.651  (meters)    1396.49  (feet) ADJUSTED  
 DF4622  ______________________________________________________________________
 DF4622  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4622  DYNAMIC HEIGHT  -        425.689 (meters)     1396.61  (feet) COMP
 DF4622  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 DF4622
 DF4622  VERT ORDER      -  SECOND    CLASS I
 DF4622
 DF4622.The horizontal coordinates were established by autonomous hand held GPS
 DF4622.observations and have an estimated accuracy of +/- 10 meters.
 DF4622.
 DF4622.The orthometric height was determined by differential leveling and
 DF4622.adjusted in August 2004.
 DF4622
 DF4622.The dynamic height is computed by dividing the NAVD 88
 DF4622.geopotential number by the normal gravity value computed on the
 DF4622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4622.degrees latitude (g = 980.6199 gals.).
 DF4622
 DF4622.The modeled gravity was interpolated from observed gravity values.
 DF4622
 DF4622;                    North         East    Units  Estimated Accuracy
 DF4622;SPC MN N     -   205,951.      666,095.      MT  (+/- 10 meters HH2 GPS)
 DF4622
 DF4622                          SUPERSEDED SURVEY CONTROL
 DF4622
 DF4622.No superseded survey control is available for this station.
 DF4622
 DF4622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5858855677(NAD 83)
 DF4622
 DF4622_MARKER: DV = VERTICAL CONTROL DISK
 DF4622_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4622_SP_SET: BRIDGE RAIL
 DF4622_STAMPING: 0406 AJ 1980
 DF4622_MARK LOGO: MNDT  
 DF4622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4622+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4622
 DF4622  HISTORY     - Date     Condition        Report By
 DF4622  HISTORY     - 1979     MONUMENTED       MNDT
 DF4622  HISTORY     - 20010815 GOOD             MNDT
 DF4622
 DF4622                          STATION DESCRIPTION
 DF4622
 DF4622'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4622'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.25 MI (0.40
 DF4622'KM) SW OF BEMIDJI, 0.8 MI (1.3 KM) NW OF TH 71, AT TH 2 MP 116.1, IN
 DF4622'SE COR OF TH 2 BRDG 04019 UNDER CO RD 11, 21.6 FT (6.6 M) WEST OF SE
 DF4622'COR OF BRDG, 21.3 FT (6.5 M) SOUTH OF CO RD 11, AT CO RD 11 STA 29+22
 DF4622'IN BRDG RAILING OF CO RD 11 OVER TH 2.  DISK SET IN BRDG WHEN BUILT IN
 DF4622'1979 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4623 ***********************************************************************
 DF4623  DESIGNATION -  0406 AK
 DF4623  PID         -  DF4623
 DF4623  STATE/COUNTY-  MN/BELTRAMI
 DF4623  COUNTRY     -  US
 DF4623  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4623
 DF4623                         *CURRENT SURVEY CONTROL
 DF4623  ______________________________________________________________________
 DF4623* NAD 83(1986) POSITION- 47 26 21.2    (N) 094 52 38.2    (W)   HD_HELD2  
 DF4623* NAVD 88 ORTHO HEIGHT -   423.629  (meters)    1389.86  (feet) ADJUSTED  
 DF4623  ______________________________________________________________________
 DF4623  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4623  DYNAMIC HEIGHT  -        423.667 (meters)     1389.98  (feet) COMP
 DF4623  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 DF4623
 DF4623  VERT ORDER      -  SECOND    CLASS I
 DF4623
 DF4623.The horizontal coordinates were established by autonomous hand held GPS
 DF4623.observations and have an estimated accuracy of +/- 10 meters.
 DF4623.
 DF4623.The orthometric height was determined by differential leveling and
 DF4623.adjusted in August 2004.
 DF4623
 DF4623.The dynamic height is computed by dividing the NAVD 88
 DF4623.geopotential number by the normal gravity value computed on the
 DF4623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4623.degrees latitude (g = 980.6199 gals.).
 DF4623
 DF4623.The modeled gravity was interpolated from observed gravity values.
 DF4623
 DF4623;                    North         East    Units  Estimated Accuracy
 DF4623;SPC MN N     -   205,957.      665,961.      MT  (+/- 10 meters HH2 GPS)
 DF4623
 DF4623                          SUPERSEDED SURVEY CONTROL
 DF4623
 DF4623.No superseded survey control is available for this station.
 DF4623
 DF4623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5845455683(NAD 83)
 DF4623
 DF4623_MARKER: DV = VERTICAL CONTROL DISK
 DF4623_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4623_SP_SET: BRIDGE RAIL
 DF4623_STAMPING: 0406 AK 1980
 DF4623_MARK LOGO: MNDT  
 DF4623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4623+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4623
 DF4623  HISTORY     - Date     Condition        Report By
 DF4623  HISTORY     - 1979     MONUMENTED       MNDT
 DF4623  HISTORY     - 20010815 GOOD             MNDT
 DF4623
 DF4623                          STATION DESCRIPTION
 DF4623
 DF4623'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4623'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.25 MI (0.40
 DF4623'KM) SW OF BEMIDJI, 0.8 MI (1.3 KM) NW OF TH 71, AT TH 2 MP 116.1, IN
 DF4623'RAIL AT SW COR OF TH 2 BRDG NO 04019 UNDER CO RD 11, 21.3 FT (6.5 M)
 DF4623'SOUTH OF CO RD 11, 19.8 FT (6.0 M) EAST OF SW COR OF BRDG, AT CO RD 11
 DF4623'STA 33+62.  DISK SET IN BRDG WHEN BUILT IN 1979 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4620 ***********************************************************************
 DF4620  DESIGNATION -  0406 AL
 DF4620  PID         -  DF4620
 DF4620  STATE/COUNTY-  MN/BELTRAMI
 DF4620  COUNTRY     -  US
 DF4620  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4620
 DF4620                         *CURRENT SURVEY CONTROL
 DF4620  ______________________________________________________________________
 DF4620* NAD 83(2007) POSITION- 47 25 46.65762(N) 094 50 32.95782(W)   ADJUSTED  
 DF4620* NAD 83(2007) ELLIP HT-   397.331 (meters)        (02/10/07)   ADJUSTED
 DF4620* NAD 83(2007) EPOCH   -  2002.00
 DF4620* NAVD 88 ORTHO HEIGHT -   425.424  (meters)    1395.75  (feet) ADJUSTED  
 DF4620  ______________________________________________________________________
 DF4620  NAD 83(2007) X  -   -364,925.506 (meters)                     COMP
 DF4620  NAD 83(2007) Y  - -4,307,472.004 (meters)                     COMP
 DF4620  NAD 83(2007) Z  -  4,674,500.966 (meters)                     COMP
 DF4620  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC09
 DF4620  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DF4620  DYNAMIC HEIGHT  -        425.462 (meters)     1395.87  (feet) COMP
 DF4620  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 DF4620
 DF4620  VERT ORDER      -  SECOND    CLASS I
 DF4620
 DF4620  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4620  Type                                         Horiz  Ellip  Dist(km)
 DF4620  -------------------------------------------------------------------
 DF4620  NETWORK                                       0.65   0.63
 DF4620  -------------------------------------------------------------------
 DF4620  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.47      2.70
 DF4620  -------------------------------------------------------------------
 DF4620  NOTE: Click here for information on individual local accuracy
 DF4620  values and other accuracy information.
 DF4620
 DF4620
 DF4620.The horizontal coordinates were established by GPS observations
 DF4620.and adjusted by the National Geodetic Survey in February 2007.
 DF4620
 DF4620.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4620.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4620
 DF4620.The horizontal coordinates are valid at the epoch date displayed above
 DF4620.which is a decimal equivalence of Year/Month/Day.
 DF4620
 DF4620.The orthometric height was determined by differential leveling and
 DF4620.adjusted in August 2004.
 DF4620
 DF4620.Photographs are available for this station.
 DF4620
 DF4620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4620
 DF4620.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4620
 DF4620.The ellipsoidal height was determined by GPS observations
 DF4620.and is referenced to NAD 83.
 DF4620
 DF4620.The dynamic height is computed by dividing the NAVD 88
 DF4620.geopotential number by the normal gravity value computed on the
 DF4620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4620.degrees latitude (g = 980.6199 gals.).
 DF4620
 DF4620.The modeled gravity was interpolated from observed gravity values.
 DF4620
 DF4620. The following values were computed from the NAD 83(2007) position.
 DF4620
 DF4620;                    North         East     Units Scale Factor Converg.
 DF4620;SPC MN N     -   204,831.214   668,560.013   MT  0.99992775   -1 17 29.6
 DF4620;SPC MN N     -   672,017.07  2,193,433.98   sFT  0.99992775   -1 17 29.6
 DF4620;UTM  15      - 5,254,554.382   361,052.565   MT  0.99983726   -1 21 25.6
 DF4620
 DF4620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4620!SPC MN N     -   0.99993773  x   0.99992775  =   0.99986548
 DF4620!UTM  15      -   0.99993773  x   0.99983726  =   0.99977500
 DF4620
 DF4620                          SUPERSEDED SURVEY CONTROL
 DF4620
 DF4620  NAD 83(1996)-  47 25 46.65740(N)    094 50 32.95777(W) AD(       ) 1
 DF4620  ELLIP H (07/22/03)  397.357  (m)                       GP(       ) 3 2
 DF4620  NAVD 88 (07/22/03)  425.42   (m)         1395.7    (f) LEVELING    3  
 DF4620
 DF4620.Superseded values are not recommended for survey control.
 DF4620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4620.See file dsdata.txt to determine how the superseded data were derived.
 DF4620
 DF4620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6105254554(NAD 83)
 DF4620
 DF4620_MARKER: DD = SURVEY DISK
 DF4620_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF4620+WITH SETTING: INFORMATION.
 DF4620_STAMPING: 0406 AL 2001
 DF4620_MARK LOGO: MNDT  
 DF4620_PROJECTION: FLUSH
 DF4620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4620+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DF4620_ROD/PIPE-DEPTH:  1.5 meters
 DF4620
 DF4620  HISTORY     - Date     Condition        Report By
 DF4620  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4620  HISTORY     - 20061126 GOOD             MNDT
 DF4620  HISTORY     - 20101122 GOOD             MNDT
 DF4620
 DF4620                          STATION DESCRIPTION
 DF4620
 DF4620'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4620'THE MARK IS 1 MI (1.6 KM) SE OF BEMIDJI, 1 MI (1.6 KM) EAST ALONG TH 2
 DF4620'FROM JCT OF TH 2 AND TH 27 IN SE PART OF BEMIDJI, AT TH 2 MP 117.9,
 DF4620'120.6 FT (36.8 M) SOUTH OF EB TH 2, 1 FT (0.3 M) NORTH OF WIT POST,
 DF4620'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DRIVEN TO REFUSAL TO A
 DF4620'DEPTH OF 5 FT.
 DF4620
 DF4620                          STATION RECOVERY (2006)
 DF4620
 DF4620'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DF4620'1 MILE SOUTHEAST OF BEMIDJI, 1 MILES EAST ALONG TRUNK HIGHWAY 2 FROM
 DF4620'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 27 IN SOUTHEAST PART OF
 DF4620'BEMIDJI, AT TRUNK HIGHWAY 2 MILEPOINT 117.9, 120.6 FEET SOUTH OF
 DF4620'EASTBOUND TRUNK HIGHWAY 2, 1 FEET NORTH OF WITNESS POST.
 DF4620
 DF4620                          STATION RECOVERY (2010)
 DF4620
 DF4620'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF4620'1.0 MILE SOUTHEAST OF BEMIDJI, 1.0 MILE EAST ALONG TRUNK HIGHWAY 2
 DF4620'FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 27 IN SOUTHEAST
 DF4620'PART OF BEMIDJI, AT TRUNK HIGHWAY 2 MILEPOINT 117.9, 120.6 FEET SOUTH
 DF4620'OF EASTBOUND TRUNK HIGHWAY 2, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4619 ***********************************************************************
 DF4619  DESIGNATION -  0406 AM
 DF4619  PID         -  DF4619
 DF4619  STATE/COUNTY-  MN/BELTRAMI
 DF4619  COUNTRY     -  US
 DF4619  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4619
 DF4619                         *CURRENT SURVEY CONTROL
 DF4619  ______________________________________________________________________
 DF4619* NAD 83(1986) POSITION- 47 25 48.1    (N) 094 49 58.9    (W)   HD_HELD2  
 DF4619* NAVD 88 ORTHO HEIGHT -   423.124  (meters)    1388.20  (feet) ADJUSTED  
 DF4619  ______________________________________________________________________
 DF4619  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF4619  DYNAMIC HEIGHT  -        423.162 (meters)     1388.32  (feet) COMP
 DF4619  MODELED GRAVITY -    980,690.8   (mgal)                       NAVD 88
 DF4619
 DF4619  VERT ORDER      -  SECOND    CLASS I
 DF4619
 DF4619.The horizontal coordinates were established by autonomous hand held GPS
 DF4619.observations and have an estimated accuracy of +/- 10 meters.
 DF4619.
 DF4619.The orthometric height was determined by differential leveling and
 DF4619.adjusted in August 2004.
 DF4619
 DF4619.Photographs are available for this station.
 DF4619
 DF4619.The dynamic height is computed by dividing the NAVD 88
 DF4619.geopotential number by the normal gravity value computed on the
 DF4619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4619.degrees latitude (g = 980.6199 gals.).
 DF4619
 DF4619.The modeled gravity was interpolated from observed gravity values.
 DF4619
 DF4619;                    North         East    Units  Estimated Accuracy
 DF4619;SPC MN N     -   204,860.      669,275.      MT  (+/- 10 meters HH2 GPS)
 DF4619
 DF4619                          SUPERSEDED SURVEY CONTROL
 DF4619
 DF4619.No superseded survey control is available for this station.
 DF4619
 DF4619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6176754582(NAD 83)
 DF4619
 DF4619_MARKER: DV = VERTICAL CONTROL DISK
 DF4619_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4619_SP_SET: BRIDGE RAIL
 DF4619_STAMPING: 0406 AM 2001
 DF4619_MARK LOGO: MNDT  
 DF4619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4619+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4619
 DF4619  HISTORY     - Date     Condition        Report By
 DF4619  HISTORY     - 1979     MONUMENTED       MNDT
 DF4619  HISTORY     - 20010815 GOOD             MNDT
 DF4619
 DF4619                          STATION DESCRIPTION
 DF4619
 DF4619'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4619'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF4619'SE OF BEMIDJI, 1.5 MI (2.4 KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND TH
 DF4619'71 IN SE PART OF BEMIDJI, AT TH MP 118.4, IN RAIL AT SW COR OF WB TH 2
 DF4619'BRDG NO 04017 OVER CO RD 50 AND RR TRACKS, 19 FT (5.8 M) SOUTH OF WB
 DF4619'TH 2, 15.9 FT (4.8 M) EAST OF SW COR OF BRDG.  DISK SET IN BRDG WHEN
 DF4619'BUILT IN 1979 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4618 ***********************************************************************
 DF4618  DESIGNATION -  0406 AN
 DF4618  PID         -  DF4618
 DF4618  STATE/COUNTY-  MN/BELTRAMI
 DF4618  COUNTRY     -  US
 DF4618  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4618
 DF4618                         *CURRENT SURVEY CONTROL
 DF4618  ______________________________________________________________________
 DF4618* NAD 83(1986) POSITION- 47 25 47.1    (N) 094 49 57.8    (W)   HD_HELD2  
 DF4618* NAVD 88 ORTHO HEIGHT -   423.023  (meters)    1387.87  (feet) ADJUSTED  
 DF4618  ______________________________________________________________________
 DF4618  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF4618  DYNAMIC HEIGHT  -        423.061 (meters)     1387.99  (feet) COMP
 DF4618  MODELED GRAVITY -    980,690.7   (mgal)                       NAVD 88
 DF4618
 DF4618  VERT ORDER      -  SECOND    CLASS I
 DF4618
 DF4618.The horizontal coordinates were established by autonomous hand held GPS
 DF4618.observations and have an estimated accuracy of +/- 10 meters.
 DF4618.
 DF4618.The orthometric height was determined by differential leveling and
 DF4618.adjusted in August 2004.
 DF4618
 DF4618.Photographs are available for this station.
 DF4618
 DF4618.The dynamic height is computed by dividing the NAVD 88
 DF4618.geopotential number by the normal gravity value computed on the
 DF4618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4618.degrees latitude (g = 980.6199 gals.).
 DF4618
 DF4618.The modeled gravity was interpolated from observed gravity values.
 DF4618
 DF4618;                    North         East    Units  Estimated Accuracy
 DF4618;SPC MN N     -   204,828.      669,297.      MT  (+/- 10 meters HH2 GPS)
 DF4618
 DF4618                          SUPERSEDED SURVEY CONTROL
 DF4618
 DF4618.No superseded survey control is available for this station.
 DF4618
 DF4618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6178954550(NAD 83)
 DF4618
 DF4618_MARKER: DV = VERTICAL CONTROL DISK
 DF4618_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4618_SP_SET: BRIDGE RAIL
 DF4618_STAMPING: 0406 AN 2001
 DF4618_MARK LOGO: MNDT  
 DF4618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4618+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4618
 DF4618  HISTORY     - Date     Condition        Report By
 DF4618  HISTORY     - 1979     MONUMENTED       MNDT
 DF4618  HISTORY     - 20010815 GOOD             MNDT
 DF4618
 DF4618                          STATION DESCRIPTION
 DF4618
 DF4618'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4618'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF4618'SE OF BEMIDJI, 1.5 MI (2.4 KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND TH
 DF4618'71 IN SE PART OF BEMIDJI, AT TH 2 MP 118.4, IN RAIL AT SW COR OF EB TH
 DF4618'2 BRDG NO 04018 OVER CO RD 50 AND RR TRACKS, 24.4 FT (7.4 M) SOUTH OF
 DF4618'EB TH 2, 15.7 FT (4.8 M) EAST OF SW COR OF BRDG.  DISK SET IN BRDG
 DF4618'WHEN BUILT IN 1979 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4616 ***********************************************************************
 DF4616  DESIGNATION -  0406 AP
 DF4616  PID         -  DF4616
 DF4616  STATE/COUNTY-  MN/BELTRAMI
 DF4616  COUNTRY     -  US
 DF4616  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4616
 DF4616                         *CURRENT SURVEY CONTROL
 DF4616  ______________________________________________________________________
 DF4616* NAD 83(1986) POSITION- 47 25 47.8    (N) 094 49 53.7    (W)   HD_HELD2  
 DF4616* NAVD 88 ORTHO HEIGHT -   423.001  (meters)    1387.80  (feet) ADJUSTED  
 DF4616  ______________________________________________________________________
 DF4616  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF4616  DYNAMIC HEIGHT  -        423.040 (meters)     1387.92  (feet) COMP
 DF4616  MODELED GRAVITY -    980,690.8   (mgal)                       NAVD 88
 DF4616
 DF4616  VERT ORDER      -  SECOND    CLASS I
 DF4616
 DF4616.The horizontal coordinates were established by autonomous hand held GPS
 DF4616.observations and have an estimated accuracy of +/- 10 meters.
 DF4616.
 DF4616.The orthometric height was determined by differential leveling and
 DF4616.adjusted in August 2004.
 DF4616
 DF4616.Photographs are available for this station.
 DF4616
 DF4616.The dynamic height is computed by dividing the NAVD 88
 DF4616.geopotential number by the normal gravity value computed on the
 DF4616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4616.degrees latitude (g = 980.6199 gals.).
 DF4616
 DF4616.The modeled gravity was interpolated from observed gravity values.
 DF4616
 DF4616;                    North         East    Units  Estimated Accuracy
 DF4616;SPC MN N     -   204,848.      669,383.      MT  (+/- 10 meters HH2 GPS)
 DF4616
 DF4616                          SUPERSEDED SURVEY CONTROL
 DF4616
 DF4616.No superseded survey control is available for this station.
 DF4616
 DF4616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6187554570(NAD 83)
 DF4616
 DF4616_MARKER: DV = VERTICAL CONTROL DISK
 DF4616_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4616_SP_SET: BRIDGE RAIL
 DF4616_STAMPING: 0406 AP 2001
 DF4616_MARK LOGO: MNDT  
 DF4616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4616+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4616
 DF4616  HISTORY     - Date     Condition        Report By
 DF4616  HISTORY     - 1979     MONUMENTED       MNDT
 DF4616  HISTORY     - 20010815 GOOD             MNDT
 DF4616
 DF4616                          STATION DESCRIPTION
 DF4616
 DF4616'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4616'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF4616'SE OF BEMIDJI, 1.55 MI (2.49 KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND
 DF4616'TH 71 IN SE PART OF BEMIDJI, AT TH 2 MP 118.5, IN RAIL AT SW COR OF EB
 DF4616'TH 2 BRDG NO 04017 OVER CO RD 50 AND RR TRACKS, 20 FT (6.1 M) SOUTH OF
 DF4616'WB TH 2, 15.8 FT (4.8 M) WEST OF SE COR OF BRDG.  DISK SET IN BRDG
 DF4616'WHEN BUILT IN 1979 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4617 ***********************************************************************
 DF4617  DESIGNATION -  0406 AQ
 DF4617  PID         -  DF4617
 DF4617  STATE/COUNTY-  MN/BELTRAMI
 DF4617  COUNTRY     -  US
 DF4617  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4617
 DF4617                         *CURRENT SURVEY CONTROL
 DF4617  ______________________________________________________________________
 DF4617* NAD 83(1986) POSITION- 47 25 47.0    (N) 094 49 52.1    (W)   HD_HELD2  
 DF4617* NAVD 88 ORTHO HEIGHT -   422.601  (meters)    1386.48  (feet) ADJUSTED  
 DF4617  ______________________________________________________________________
 DF4617  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF4617  DYNAMIC HEIGHT  -        422.640 (meters)     1386.61  (feet) COMP
 DF4617  MODELED GRAVITY -    980,690.8   (mgal)                       NAVD 88
 DF4617
 DF4617  VERT ORDER      -  SECOND    CLASS I
 DF4617
 DF4617.The horizontal coordinates were established by autonomous hand held GPS
 DF4617.observations and have an estimated accuracy of +/- 10 meters.
 DF4617.
 DF4617.The orthometric height was determined by differential leveling and
 DF4617.adjusted in August 2004.
 DF4617
 DF4617.Photographs are available for this station.
 DF4617
 DF4617.The dynamic height is computed by dividing the NAVD 88
 DF4617.geopotential number by the normal gravity value computed on the
 DF4617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4617.degrees latitude (g = 980.6199 gals.).
 DF4617
 DF4617.The modeled gravity was interpolated from observed gravity values.
 DF4617
 DF4617;                    North         East    Units  Estimated Accuracy
 DF4617;SPC MN N     -   204,823.      669,416.      MT  (+/- 10 meters HH2 GPS)
 DF4617
 DF4617                          SUPERSEDED SURVEY CONTROL
 DF4617
 DF4617.No superseded survey control is available for this station.
 DF4617
 DF4617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6190854544(NAD 83)
 DF4617
 DF4617_MARKER: DV = VERTICAL CONTROL DISK
 DF4617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4617_SP_SET: BRIDGE RAIL
 DF4617_STAMPING: 0406 AQ 2001
 DF4617_MARK LOGO: MNDT  
 DF4617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4617+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4617
 DF4617  HISTORY     - Date     Condition        Report By
 DF4617  HISTORY     - 1979     MONUMENTED       MNDT
 DF4617  HISTORY     - 20010815 GOOD             MNDT
 DF4617
 DF4617                          STATION DESCRIPTION
 DF4617
 DF4617'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4617'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF4617'SE OF BEMIDJI, 1.55 MI (2.49 KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND
 DF4617'TH 71 IN SE PART OF BEMIDJI, AT TH 2 MP 118.45, IN RAIL AT SE COR OF
 DF4617'EB TH 2 BRDG NO 04018 OVER CO RD 50 AND RR TRACKS, 24 FT (7.3 M) SOUTH
 DF4617'OF EB TH 2, 16.0 FT (4.9 M) WEST OF SE COR OF BRDG.  DISK SET IN BRDG
 DF4617'WHEN BUILT IN 1979 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9737 ***********************************************************************
 DL9737  DESIGNATION -  0406 B
 DL9737  PID         -  DL9737
 DL9737  STATE/COUNTY-  MN/BELTRAMI
 DL9737  COUNTRY     -  US
 DL9737  USGS QUAD   -  BEMIDJI WEST (1994)
 DL9737
 DL9737                         *CURRENT SURVEY CONTROL
 DL9737  ______________________________________________________________________
 DL9737* NAD 83(1986) POSITION- 47 29 41.     (N) 094 54 32.     (W)   SCALED    
 DL9737* NAVD 88 ORTHO HEIGHT -   426.679  (meters)    1399.86  (feet) ADJUSTED  
 DL9737  ______________________________________________________________________
 DL9737  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DL9737  DYNAMIC HEIGHT  -        426.721 (meters)     1400.00  (feet) COMP
 DL9737  MODELED GRAVITY -    980,698.5   (mgal)                       NAVD 88
 DL9737
 DL9737  VERT ORDER      -  SECOND    CLASS I
 DL9737
 DL9737.The horizontal coordinates were scaled from a topographic map and have
 DL9737.an estimated accuracy of +/- 6 seconds.
 DL9737.
 DL9737.The orthometric height was determined by differential leveling and
 DL9737.adjusted in September 2010.
 DL9737
 DL9737.The dynamic height is computed by dividing the NAVD 88
 DL9737.geopotential number by the normal gravity value computed on the
 DL9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9737.degrees latitude (g = 980.6199 gals.).
 DL9737
 DL9737.The modeled gravity was interpolated from observed gravity values.
 DL9737
 DL9737;                    North         East    Units  Estimated Accuracy
 DL9737;SPC MN N     -   212,180.      663,720.      MT  (+/- 180 meters Scaled)
 DL9737
 DL9737                          SUPERSEDED SURVEY CONTROL
 DL9737
 DL9737.No superseded survey control is available for this station.
 DL9737
 DL9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN562619(NAD 83)
 DL9737
 DL9737_MARKER: DB = BENCH MARK DISK
 DL9737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9737_STAMPING: 0406 B 1965
 DL9737_MARK LOGO: MNDT  
 DL9737_PROJECTION: FLUSH
 DL9737_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL9737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9737+STABILITY: SURFACE MOTION
 DL9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9737+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 DL9737
 DL9737  HISTORY     - Date     Condition        Report By
 DL9737  HISTORY     - 1965     MONUMENTED       MNDT
 DL9737  HISTORY     - 20030922 GOOD             MNDT
 DL9737
 DL9737                          STATION DESCRIPTION
 DL9737
 DL9737'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DL9737'THE MARK WAS RECOVERED IN GOOD CONDITION.
 DL9737' 
 DL9737'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF TURTLE
 DL9737'RIVER, 4.3 MI (6.9 KM) EAST OF WILTON AND 2.0 MI (3.2 KM) NORTHWEST OF
 DL9737'BEMIDJI.
 DL9737' 
 DL9737'TO REACH THE MARK IN BEMIDJI NORTH OF TARGET STORE, 1.4 MI (2.3 KM)
 DL9737'WEST OF THE JUNCTION OF OLD TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71, AT
 DL9737'TRUNK HIGHWAY 197 MILE POINT 5.90, 100 FT (30.5 M) SOUTH-SOUTHWEST OF
 DL9737'OLD TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 STATION 742+50, 17.3 FT (5.3
 DL9737'M) NORTHWEST OF POWER POLE, 1.7 FT (0.5 M) SOUTHWEST OF CABLE
 DL9737'PEDESTAL, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7187 ***********************************************************************
 DH7187  DESIGNATION -  0406 K 1
 DH7187  PID         -  DH7187
 DH7187  STATE/COUNTY-  MN/BELTRAMI
 DH7187  COUNTRY     -  US
 DH7187  USGS QUAD   -  ANDRUSIA LAKE (1996)
 DH7187
 DH7187                         *CURRENT SURVEY CONTROL
 DH7187  ______________________________________________________________________
 DH7187* NAD 83(1986) POSITION- 47 26 01.7    (N) 094 38 34.2    (W)   HD_HELD2  
 DH7187* NAVD 88 ORTHO HEIGHT -   402.145  (meters)    1319.37  (feet) ADJUSTED  
 DH7187  ______________________________________________________________________
 DH7187  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DH7187  DYNAMIC HEIGHT  -        402.186 (meters)     1319.51  (feet) COMP
 DH7187  MODELED GRAVITY -    980,704.5   (mgal)                       NAVD 88
 DH7187
 DH7187  VERT ORDER      -  SECOND    CLASS I
 DH7187
 DH7187.The horizontal coordinates were established by autonomous hand held GPS
 DH7187.observations and have an estimated accuracy of +/- 10 meters.
 DH7187.
 DH7187.The orthometric height was determined by differential leveling and
 DH7187.adjusted in March 2006.
 DH7187
 DH7187.No vertical observational check was made to the station.
 DH7187
 DH7187.The dynamic height is computed by dividing the NAVD 88
 DH7187.geopotential number by the normal gravity value computed on the
 DH7187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7187.degrees latitude (g = 980.6199 gals.).
 DH7187
 DH7187.The modeled gravity was interpolated from observed gravity values.
 DH7187
 DH7187;                    North         East    Units  Estimated Accuracy
 DH7187;SPC MN N     -   204,976.      683,628.      MT  (+/- 10 meters HH2 GPS)
 DH7187
 DH7187                          SUPERSEDED SURVEY CONTROL
 DH7187
 DH7187.No superseded survey control is available for this station.
 DH7187
 DH7187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7611854681(NAD 83)
 DH7187
 DH7187_MARKER: DV = VERTICAL CONTROL DISK
 DH7187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7187_SP_SET: BRIDGE RAILING
 DH7187_STAMPING: 0406 K 1 2003
 DH7187_MARK LOGO: MNDT  
 DH7187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH7187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7187+SATELLITE: SATELLITE OBSERVATIONS - 1996
 DH7187
 DH7187  HISTORY     - Date     Condition        Report By
 DH7187  HISTORY     - 1996     MONUMENTED       MNDT
 DH7187
 DH7187                          STATION DESCRIPTION
 DH7187
 DH7187'DESCRIBED BY MN DEPT OF TRANSP 1996 (JBG)
 DH7187'THE MARK IS LOCATED 1.85 MILES WEST OF CASS LAKE AT SOUTHEAST CORNER
 DH7187'OF COUNTY ROAD 33 IN RAILING OF THE BRIDGE NUMBER 04519 OVER
 DH7187'MISSISSIPPI RIVER, 1.85 MILES WEST ALONG TRUNK HIGHWAY 2 FROM JUNCTION
 DH7187'OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 371 IN CASS LAKE, TO TRUNK
 DH7187'HIGHWAY 2 MILE POINT 128.15 THEN 3.4 MILES NORTH ON COUNTY ROAD 75,
 DH7187'THEN 0.45 MILES EAST ON COUNTY ROAD 33, 21.5 FEET SOUTH OF COUNTY ROAD
 DH7187'33, 7.4 FEET WEST OF CAUTION SIGN., 1.7 FEET WEST OF SOUTHEAST CORNER
 DH7187'OF BRIDGE.   MARK WAS SET IN 1996, THEN STAMPED IN 2003.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0605 ***********************************************************************
 SK0605  DESIGNATION -  0406 L
 SK0605  PID         -  SK0605
 SK0605  STATE/COUNTY-  MN/BELTRAMI
 SK0605  COUNTRY     -  US
 SK0605  USGS QUAD   -  PETERSON LAKE (1994)
 SK0605
 SK0605                         *CURRENT SURVEY CONTROL
 SK0605  ______________________________________________________________________
 SK0605* NAD 83(1986) POSITION- 47 30 50.8    (N) 094 59 31.0    (W)   HD_HELD2  
 SK0605* NAVD 88 ORTHO HEIGHT -   432.948  (meters)    1420.43  (feet) ADJUSTED  
 SK0605  ______________________________________________________________________
 SK0605  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 SK0605  DYNAMIC HEIGHT  -        432.992 (meters)     1420.57  (feet) COMP
 SK0605  MODELED GRAVITY -    980,700.6   (mgal)                       NAVD 88
 SK0605
 SK0605  VERT ORDER      -  FIRST     CLASS II
 SK0605
 SK0605.The horizontal coordinates were established by autonomous hand held GPS
 SK0605.observations and have an estimated accuracy of +/- 10 meters.
 SK0605.
 SK0605.The orthometric height was determined by differential leveling and
 SK0605.adjusted in June 1991.
 SK0605
 SK0605.Photographs are available for this station.
 SK0605
 SK0605.The dynamic height is computed by dividing the NAVD 88
 SK0605.geopotential number by the normal gravity value computed on the
 SK0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0605.degrees latitude (g = 980.6199 gals.).
 SK0605
 SK0605.The modeled gravity was interpolated from observed gravity values.
 SK0605
 SK0605;                    North         East    Units  Estimated Accuracy
 SK0605;SPC MN N     -   214,486.      657,518.      MT  (+/- 10 meters HH2 GPS)
 SK0605
 SK0605                          SUPERSEDED SURVEY CONTROL
 SK0605
 SK0605.No superseded survey control is available for this station.
 SK0605
 SK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5002264220(NAD 83)
 SK0605
 SK0605_MARKER: DB = BENCH MARK DISK
 SK0605_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0605_SP_SET: BRIDGE ABUTMENT
 SK0605_STAMPING: 0406 L 1969
 SK0605_MARK LOGO: MNDT  
 SK0605_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0605+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 SK0605
 SK0605  HISTORY     - Date     Condition        Report By
 SK0605  HISTORY     - 1969     MONUMENTED       MNDT
 SK0605  HISTORY     - 1981     GOOD             NGS
 SK0605  HISTORY     - 20030707 GOOD             MNDT
 SK0605
 SK0605                          STATION DESCRIPTION
 SK0605
 SK0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SK0605'6.5 KM (4.0 MI) WEST FROM BEMIDJI.
 SK0605'6.5 KM (4.0 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF U.S.
 SK0605'HIGHWAY 71 NORTH, AT THE WEST EDGE OF BEMIDJI, IN THE TOP OF THE
 SK0605'SOUTHEAST WINGWALL OF U.S. HIGHWAY 2 EASTBOUND BRIDGE OVER THE SOO
 SK0605'LINE RAILROAD, 9.1 METERS (30.0 FT) SOUTH OF THE CENTERLINE OF THE
 SK0605'EASTBOUND LANES.
 SK0605'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SK0605
 SK0605                          STATION RECOVERY (2003)
 SK0605
 SK0605'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK0605'AT WEST EDGE OF BEMIDJI, 4 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 2
 SK0605'AND TRUNK HIGHWAY 71 NORTH, IN SOUTHEAST WINGWALL OF EASTBOUND TRUNK
 SK0605'HIGHWAY 2 BRIDGE 04006 OVER RAILROAD, 30 FEET SOUTH OF EASTBOUND TRUNK
 SK0605'HIGHWAY 2
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5556 ***********************************************************************
 DG5556  DESIGNATION -  0406 M
 DG5556  PID         -  DG5556
 DG5556  STATE/COUNTY-  MN/BELTRAMI
 DG5556  COUNTRY     -  US
 DG5556  USGS QUAD   -  WILTON (1972)
 DG5556
 DG5556                         *CURRENT SURVEY CONTROL
 DG5556  ______________________________________________________________________
 DG5556* NAD 83(2007) POSITION- 47 30 45.89871(N) 095 00 48.09033(W)   ADJUSTED  
 DG5556* NAD 83(2007) ELLIP HT-   393.591 (meters)        (02/10/07)   ADJUSTED
 DG5556* NAD 83(2007) EPOCH   -  2002.00
 DG5556* NAVD 88 ORTHO HEIGHT -   421.6    (meters)    1383.    (feet) GPS OBS   
 DG5556  ______________________________________________________________________
 DG5556  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5556  GEOID HEIGHT    -        -27.99  (meters)                     GEOID99
 DG5556  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DG5556  NAD 83(2007) X  -   -377,174.398 (meters)                     COMP
 DG5556  NAD 83(2007) Y  - -4,299,577.212 (meters)                     COMP
 DG5556  NAD 83(2007) Z  -  4,680,745.533 (meters)                     COMP
 DG5556  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC09
 DG5556
 DG5556  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5556  Type                                         Horiz  Ellip  Dist(km)
 DG5556  -------------------------------------------------------------------
 DG5556  NETWORK                                       0.72   0.82
 DG5556  -------------------------------------------------------------------
 DG5556  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   0.90      1.64
 DG5556  -------------------------------------------------------------------
 DG5556  NOTE: Click here for information on individual local accuracy
 DG5556  values and other accuracy information.
 DG5556
 DG5556
 DG5556.The horizontal coordinates were established by GPS observations
 DG5556.and adjusted by the National Geodetic Survey in February 2007.
 DG5556
 DG5556.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5556.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5556
 DG5556.The horizontal coordinates are valid at the epoch date displayed above
 DG5556.which is a decimal equivalence of Year/Month/Day.
 DG5556
 DG5556.The orthometric height was determined by GPS observations and a
 DG5556.high-resolution geoid model.
 DG5556
 DG5556.Photographs are available for this station.
 DG5556
 DG5556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5556
 DG5556.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5556
 DG5556.The ellipsoidal height was determined by GPS observations
 DG5556.and is referenced to NAD 83.
 DG5556
 DG5556. The following values were computed from the NAD 83(2007) position.
 DG5556
 DG5556;                    North         East     Units Scale Factor Converg.
 DG5556;SPC MN N     -   214,374.027   655,902.103   MT  0.99991859   -1 25 05.6
 DG5556;SPC MN N     -   703,325.45  2,151,905.48   sFT  0.99991859   -1 25 05.6
 DG5556;UTM  15      - 5,264,111.191   348,406.480   MT  0.99988241   -1 29 06.0
 DG5556
 DG5556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5556!SPC MN N     -   0.99993831  x   0.99991859  =   0.99985691
 DG5556!UTM  15      -   0.99993831  x   0.99988241  =   0.99982073
 DG5556
 DG5556                          SUPERSEDED SURVEY CONTROL
 DG5556
 DG5556  NAD 83(1996)-  47 30 45.89841(N)    095 00 48.09017(W) AD(       ) 1
 DG5556  ELLIP H (05/19/04)  393.605  (m)                       GP(       ) 4 1
 DG5556
 DG5556.Superseded values are not recommended for survey control.
 DG5556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5556.See file dsdata.txt to determine how the superseded data were derived.
 DG5556
 DG5556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4840664111(NAD 83)
 DG5556
 DG5556_MARKER: DB = BENCH MARK DISK
 DG5556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5556_STAMPING: 0406 M 1972
 DG5556_MARK LOGO: MNHD  
 DG5556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5556+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 DG5556
 DG5556  HISTORY     - Date     Condition        Report By
 DG5556  HISTORY     - 1972     MONUMENTED       MNDT
 DG5556  HISTORY     - 20030707 GOOD             MNDT
 DG5556
 DG5556                          STATION DESCRIPTION
 DG5556
 DG5556'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5556'THE MARK WAS RECOVERED 0.5 MILE0.8 KM) WEST OF WILTON, IN SW CORNER OF
 DG5556'THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY RD 515, 99.5 FT (30.3 M)
 DG5556'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 2 AT
 DG5556'MILEPOINT 106.8, 31 FT (9.4 M) WEST OF THE CENTER OF DRIVEWAY, 16.8 FT
 DG5556'(5.1 M) EAST OF POLE, 4.4 FT (1.3 M) WEST OF RIGHT OF WAY POST, 0.8 FT
 DG5556'(24.4 CM) NORTH OF WITNESS POST.  THE MARK IS A MNHD BENCHMARK DISK IN
 DG5556'A CONCRETE MONUMENT, RECESSED 3 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5557 ***********************************************************************
 DG5557  DESIGNATION -  0406 O
 DG5557  PID         -  DG5557
 DG5557  STATE/COUNTY-  MN/BELTRAMI
 DG5557  COUNTRY     -  US
 DG5557  USGS QUAD   -  WILTON (1972)
 DG5557
 DG5557                         *CURRENT SURVEY CONTROL
 DG5557  ______________________________________________________________________
 DG5557* NAD 83(2007) POSITION- 47 30 47.26431(N) 095 03 18.24499(W)   ADJUSTED  
 DG5557* NAD 83(2007) ELLIP HT-   398.537 (meters)        (02/10/07)   ADJUSTED
 DG5557* NAD 83(2007) EPOCH   -  2002.00
 DG5557* NAVD 88 ORTHO HEIGHT -   426.5    (meters)    1399.    (feet) GPS OBS   
 DG5557  ______________________________________________________________________
 DG5557  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5557  GEOID HEIGHT    -        -27.95  (meters)                     GEOID99
 DG5557  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DG5557  NAD 83(2007) X  -   -380,301.816 (meters)                     COMP
 DG5557  NAD 83(2007) Y  - -4,299,273.847 (meters)                     COMP
 DG5557  NAD 83(2007) Z  -  4,680,777.668 (meters)                     COMP
 DG5557  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC09
 DG5557
 DG5557  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5557  Type                                         Horiz  Ellip  Dist(km)
 DG5557  -------------------------------------------------------------------
 DG5557  NETWORK                                       0.71   0.78
 DG5557  -------------------------------------------------------------------
 DG5557  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.57      1.51
 DG5557  -------------------------------------------------------------------
 DG5557  NOTE: Click here for information on individual local accuracy
 DG5557  values and other accuracy information.
 DG5557
 DG5557
 DG5557.The horizontal coordinates were established by GPS observations
 DG5557.and adjusted by the National Geodetic Survey in February 2007.
 DG5557
 DG5557.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5557.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5557
 DG5557.The horizontal coordinates are valid at the epoch date displayed above
 DG5557.which is a decimal equivalence of Year/Month/Day.
 DG5557
 DG5557.The orthometric height was determined by GPS observations and a
 DG5557.high-resolution geoid model.
 DG5557
 DG5557.Photographs are available for this station.
 DG5557
 DG5557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5557
 DG5557.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5557
 DG5557.The ellipsoidal height was determined by GPS observations
 DG5557.and is referenced to NAD 83.
 DG5557
 DG5557. The following values were computed from the NAD 83(2007) position.
 DG5557
 DG5557;                    North         East     Units Scale Factor Converg.
 DG5557;SPC MN N     -   214,494.786   652,762.618   MT  0.99991855   -1 26 56.9
 DG5557;SPC MN N     -   703,721.64  2,141,605.36   sFT  0.99991855   -1 26 56.9
 DG5557;UTM  15      - 5,264,235.600   345,267.233   MT  0.99989423   -1 30 56.8
 DG5557
 DG5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5557!SPC MN N     -   0.99993754  x   0.99991855  =   0.99985609
 DG5557!UTM  15      -   0.99993754  x   0.99989423  =   0.99983177
 DG5557
 DG5557                          SUPERSEDED SURVEY CONTROL
 DG5557
 DG5557  NAD 83(1996)-  47 30 47.26405(N)    095 03 18.24489(W) AD(       ) 1
 DG5557  ELLIP H (05/19/04)  398.557  (m)                       GP(       ) 4 1
 DG5557
 DG5557.Superseded values are not recommended for survey control.
 DG5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5557.See file dsdata.txt to determine how the superseded data were derived.
 DG5557
 DG5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4526764235(NAD 83)
 DG5557
 DG5557_MARKER: DB = BENCH MARK DISK
 DG5557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5557_STAMPING: 0406 O 1972
 DG5557_MARK LOGO: MNHD  
 DG5557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5557+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 DG5557
 DG5557  HISTORY     - Date     Condition        Report By
 DG5557  HISTORY     - 1972     MONUMENTED       MNDT
 DG5557  HISTORY     - 20030708 GOOD             MNDT
 DG5557
 DG5557                          STATION DESCRIPTION
 DG5557
 DG5557'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5557'THE MARK WAS RECOVERED 2.5 MILES (4.0 KM) WEST OF WILTON, 3.5 MILES
 DG5557'(5.6 KM) EAST OF SOLWAY, 99.5 FT (30.3 M) SOUTH OF THE CENTERLINE OF
 DG5557'THE EASTBOUND LANE AT TRUNK HIGHWAY 2 MILEPOINT 104.85, 49 FT (14.9 M)
 DG5557'EAST OF THE CENTER OF BUTTERCUP LANE NW, 25.7 FT (7.8 M) EAST OF
 DG5557'POWERLINE POLE, 17 FT (5.2 M) EAST OF RIGHT OF WAY POST, 154.6 FT
 DG5557'(47.1 M) WEST OF POWERLINE POLE, 0.5 FT (15.2 CM) NORTH OF WITNESS
 DG5557'POST.  THE MARK IS A MNHD BENCHMARK DISK IN A CONCRETE MONUMENT
 DG5557'RECESSED 3 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5558 ***********************************************************************
 DG5558  DESIGNATION -  0406 U
 DG5558  PID         -  DG5558
 DG5558  STATE/COUNTY-  MN/BELTRAMI
 DG5558  COUNTRY     -  US
 DG5558  USGS QUAD   -  SOLWAY (1972)
 DG5558
 DG5558                         *CURRENT SURVEY CONTROL
 DG5558  ______________________________________________________________________
 DG5558* NAD 83(2007) POSITION- 47 31 32.47852(N) 095 11 01.64277(W)   ADJUSTED  
 DG5558* NAD 83(2007) ELLIP HT-   417.723 (meters)        (02/10/07)   ADJUSTED
 DG5558* NAD 83(2007) EPOCH   -  2002.00
 DG5558* NAVD 88 ORTHO HEIGHT -   445.6    (meters)    1462.    (feet) GPS OBS   
 DG5558  ______________________________________________________________________
 DG5558  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5558  GEOID HEIGHT    -        -27.83  (meters)                     GEOID99
 DG5558  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DG5558  NAD 83(2007) X  -   -389,867.783 (meters)                     COMP
 DG5558  NAD 83(2007) Y  - -4,297,395.819 (meters)                     COMP
 DG5558  NAD 83(2007) Z  -  4,681,734.909 (meters)                     COMP
 DG5558  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC09
 DG5558
 DG5558  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5558  Type                                         Horiz  Ellip  Dist(km)
 DG5558  -------------------------------------------------------------------
 DG5558  NETWORK                                       0.44   0.45
 DG5558  -------------------------------------------------------------------
 DG5558  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.43      3.31
 DG5558  -------------------------------------------------------------------
 DG5558  NOTE: Click here for information on individual local accuracy
 DG5558  values and other accuracy information.
 DG5558
 DG5558
 DG5558.The horizontal coordinates were established by GPS observations
 DG5558.and adjusted by the National Geodetic Survey in February 2007.
 DG5558
 DG5558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5558.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5558
 DG5558.The horizontal coordinates are valid at the epoch date displayed above
 DG5558.which is a decimal equivalence of Year/Month/Day.
 DG5558
 DG5558.The orthometric height was determined by GPS observations and a
 DG5558.high-resolution geoid model.
 DG5558
 DG5558.Photographs are available for this station.
 DG5558
 DG5558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5558
 DG5558.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5558
 DG5558.The ellipsoidal height was determined by GPS observations
 DG5558.and is referenced to NAD 83.
 DG5558
 DG5558. The following values were computed from the NAD 83(2007) position.
 DG5558
 DG5558;                    North         East     Units Scale Factor Converg.
 DG5558;SPC MN N     -   216,143.796   643,108.425   MT  0.99991735   -1 32 40.4
 DG5558;SPC MN N     -   709,131.77  2,109,931.56   sFT  0.99991735   -1 32 40.4
 DG5558;UTM  15      - 5,265,895.820   335,615.011   MT  0.99993209   -1 36 39.9
 DG5558
 DG5558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5558!SPC MN N     -   0.99993453  x   0.99991735  =   0.99985189
 DG5558!UTM  15      -   0.99993453  x   0.99993209  =   0.99986662
 DG5558
 DG5558                          SUPERSEDED SURVEY CONTROL
 DG5558
 DG5558  NAD 83(1996)-  47 31 32.47831(N)    095 11 01.64274(W) AD(       ) 1
 DG5558  ELLIP H (05/19/04)  417.750  (m)                       GP(       ) 4 1
 DG5558
 DG5558.Superseded values are not recommended for survey control.
 DG5558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5558.See file dsdata.txt to determine how the superseded data were derived.
 DG5558
 DG5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3561565895(NAD 83)
 DG5558
 DG5558_MARKER: DB = BENCH MARK DISK
 DG5558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5558_STAMPING: 0406 U 1972
 DG5558_MARK LOGO: MNHD  
 DG5558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5558+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DG5558
 DG5558  HISTORY     - Date     Condition        Report By
 DG5558  HISTORY     - 1972     MONUMENTED       MNDT
 DG5558  HISTORY     - 20030709 GOOD             MNDT
 DG5558
 DG5558                          STATION DESCRIPTION
 DG5558
 DG5558'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5558'THE MARK WAS RECOVERED 3.5 MI (5.6 KM) WEST OF SOLWAY, AT SE COR OF
 DG5558'JCT OF TH 2 AND CO RD 501 (CENTERLINE RD NW) , ALONG CO LINE, 74 FT
 DG5558'(22.6 M) SOUTH OF EB TH 2, AT TH 2 MP 98.7, 61.5 FT (18.7 M) EAST OF
 DG5558'CO RD 50, 13.4 FT (4.1 M) NORTH OF NORTH RAIL OF RR, 38 FT (11.6 M)
 DG5558'SOUTH OF SOUTH LEG OF BELTRAMI CO SIGN, 5.2 FT (1.6 M) SOUTH OF WIT
 DG5558'POST, RECESSED 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0891 ***********************************************************************
 SK0891  DESIGNATION -  0406 V
 SK0891  PID         -  SK0891
 SK0891  STATE/COUNTY-  MN/BELTRAMI
 SK0891  COUNTRY     -  US
 SK0891  USGS QUAD   -  BEMIDJI WEST (1994)
 SK0891
 SK0891                         *CURRENT SURVEY CONTROL
 SK0891  ______________________________________________________________________
 SK0891* NAD 83(1996) POSITION- 47 29 56.48946(N) 094 55 23.46696(W)   NO CHECK  
 SK0891* NAVD 88 ORTHO HEIGHT -   427.921  (meters)    1403.94  (feet) ADJUSTED  
 SK0891  ______________________________________________________________________
 SK0891  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC09
 SK0891  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 SK0891  DYNAMIC HEIGHT  -        427.964 (meters)     1404.08  (feet) COMP
 SK0891  MODELED GRAVITY -    980,699.2   (mgal)                       NAVD 88
 SK0891
 SK0891  HORZ ORDER      -  THIRD
 SK0891  VERT ORDER      -  SECOND    CLASS I
 SK0891
 SK0891.The horizontal coordinates were established by classical geodetic methods
 SK0891.and adjusted by the National Geodetic Survey in March 1999.
 SK0891.
 SK0891.No horizontal observational check was made to the station.
 SK0891.
 SK0891.The orthometric height was determined by differential leveling and
 SK0891.adjusted in August 2004.
 SK0891
 SK0891.Photographs are available for this station.
 SK0891
 SK0891.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0891
 SK0891.The dynamic height is computed by dividing the NAVD 88
 SK0891.geopotential number by the normal gravity value computed on the
 SK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0891.degrees latitude (g = 980.6199 gals.).
 SK0891
 SK0891.The modeled gravity was interpolated from observed gravity values.
 SK0891
 SK0891. The following values were computed from the NAD 83(1996) position.
 SK0891
 SK0891;                    North         East     Units Scale Factor Converg.
 SK0891;SPC MN N     -   212,684.507   662,655.904   MT  0.99991996   -1 21 05.0
 SK0891;SPC MN N     -   697,782.42  2,174,063.58   sFT  0.99991996   -1 21 05.0
 SK0891;SPC MN C     -   377,998.207   749,272.935   MT  1.00012928   -0 29 13.1
 SK0891;SPC MN C     - 1,240,149.12  2,458,239.62   sFT  1.00012928   -0 29 13.1
 SK0891;UTM  15      - 5,262,413.885   355,157.976   MT  0.99985782   -1 25 05.3
 SK0891
 SK0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0891!SPC MN N     -   0.99993733  x   0.99991996  =   0.99985730
 SK0891!SPC MN C     -   0.99993733  x   1.00012928  =   1.00006660
 SK0891!UTM  15      -   0.99993733  x   0.99985782  =   0.99979516
 SK0891
 SK0891                          SUPERSEDED SURVEY CONTROL
 SK0891
 SK0891  NAD 83(1986)-  47 29 56.48876(N)    094 55 23.46537(W) AD(       ) 3
 SK0891  NAD 27      -  47 29 56.66329(N)    094 55 22.48164(W) AD(       ) 3
 SK0891  NGVD 29 (07/19/86)  427.62   (m)         1402.9    (f) LEVELING    3  
 SK0891
 SK0891.Superseded values are not recommended for survey control.
 SK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0891.See file dsdata.txt to determine how the superseded data were derived.
 SK0891
 SK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5515762413(NAD 83)
 SK0891
 SK0891_MARKER: DV = VERTICAL CONTROL DISK
 SK0891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0891_SP_SET: BRIDGE RAIL
 SK0891_STAMPING: 0406 V 1980
 SK0891_MARK LOGO: MNDT  
 SK0891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0891+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 SK0891
 SK0891  HISTORY     - Date     Condition        Report By
 SK0891  HISTORY     - 1978     MONUMENTED       MNDT
 SK0891  HISTORY     - UNK      SEE DESCRIPTION  MNDT
 SK0891  HISTORY     - 20010815 GOOD             MNDT
 SK0891  HISTORY     - 20030923 GOOD             MNDT
 SK0891
 SK0891                          STATION DESCRIPTION
 SK0891
 SK0891'DESCRIBED BY MN DEPT OF TRANSP UNK
 SK0891'
 SK0891
 SK0891                          STATION RECOVERY (2001)
 SK0891
 SK0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SK0891'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0891'TH 2 MP 111.2. DISK SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED IN
 SK0891'1980.
 SK0891
 SK0891                          STATION RECOVERY (2003)
 SK0891
 SK0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK0891'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4634 ***********************************************************************
 DF4634  DESIGNATION -  0406 W
 DF4634  PID         -  DF4634
 DF4634  STATE/COUNTY-  MN/BELTRAMI
 DF4634  COUNTRY     -  US
 DF4634  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4634
 DF4634                         *CURRENT SURVEY CONTROL
 DF4634  ______________________________________________________________________
 DF4634* NAD 83(1986) POSITION- 47 29 53.2    (N) 094 55 19.0    (W)   HD_HELD2  
 DF4634* NAVD 88 ORTHO HEIGHT -   429.010  (meters)    1407.51  (feet) ADJUSTED  
 DF4634  ______________________________________________________________________
 DF4634  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4634  DYNAMIC HEIGHT  -        429.052 (meters)     1407.65  (feet) COMP
 DF4634  MODELED GRAVITY -    980,699.1   (mgal)                       NAVD 88
 DF4634
 DF4634  VERT ORDER      -  SECOND    CLASS I
 DF4634
 DF4634.The horizontal coordinates were established by autonomous hand held GPS
 DF4634.observations and have an estimated accuracy of +/- 10 meters.
 DF4634.
 DF4634.The orthometric height was determined by differential leveling and
 DF4634.adjusted in August 2004.
 DF4634
 DF4634.The dynamic height is computed by dividing the NAVD 88
 DF4634.geopotential number by the normal gravity value computed on the
 DF4634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4634.degrees latitude (g = 980.6199 gals.).
 DF4634
 DF4634.The modeled gravity was interpolated from observed gravity values.
 DF4634
 DF4634;                    North         East    Units  Estimated Accuracy
 DF4634;SPC MN N     -   212,581.      662,747.      MT  (+/- 10 meters HH2 GPS)
 DF4634
 DF4634                          SUPERSEDED SURVEY CONTROL
 DF4634
 DF4634.No superseded survey control is available for this station.
 DF4634
 DF4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5524862310(NAD 83)
 DF4634
 DF4634_MARKER: DV = VERTICAL CONTROL DISK
 DF4634_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4634_SP_SET: BRIDGE RAIL
 DF4634_STAMPING: 0406 W 1980
 DF4634_MARK LOGO: MNDT  
 DF4634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4634+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4634
 DF4634  HISTORY     - Date     Condition        Report By
 DF4634  HISTORY     - 1978     MONUMENTED       MNDT
 DF4634  HISTORY     - 20010815 GOOD             MNDT
 DF4634
 DF4634                          STATION DESCRIPTION
 DF4634
 DF4634'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4634'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 0.5
 DF4634'MI (0.8 KM) WEST ALONG TH 2 FROM THE JCT OF TH 2 AND NEW TH 71 NORTH
 DF4634'OF BEMIDJI AND SE OF AIRPORT, AT TH 2 MP 111.3, IN RAIL AT SE COR OF
 DF4634'WB TH 2 BRDG NO 04007 OVER OLD EB TH 2, 24.7 FT (7.5 M) NE OF WB TH 2
 DF4634'AT TH 2 STA 709+45, 9.9 FT (3.0 M) NW OF SE COR OF BRDG.  DISK SET IN
 DF4634'BRDG WHEN BUILT IN 1978 THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4632 ***********************************************************************
 DF4632  DESIGNATION -  0406 X
 DF4632  PID         -  DF4632
 DF4632  STATE/COUNTY-  MN/BELTRAMI
 DF4632  COUNTRY     -  US
 DF4632  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4632
 DF4632                         *CURRENT SURVEY CONTROL
 DF4632  ______________________________________________________________________
 DF4632* NAD 83(1986) POSITION- 47 29 27.3    (N) 094 55 16.7    (W)   HD_HELD2  
 DF4632* NAVD 88 ORTHO HEIGHT -   429.724  (meters)    1409.85  (feet) ADJUSTED  
 DF4632  ______________________________________________________________________
 DF4632  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4632  DYNAMIC HEIGHT  -        429.766 (meters)     1409.99  (feet) COMP
 DF4632  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 DF4632
 DF4632  VERT ORDER      -  SECOND    CLASS I
 DF4632
 DF4632.The horizontal coordinates were established by autonomous hand held GPS
 DF4632.observations and have an estimated accuracy of +/- 10 meters.
 DF4632.
 DF4632.The orthometric height was determined by differential leveling and
 DF4632.adjusted in August 2004.
 DF4632
 DF4632.The dynamic height is computed by dividing the NAVD 88
 DF4632.geopotential number by the normal gravity value computed on the
 DF4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4632.degrees latitude (g = 980.6199 gals.).
 DF4632
 DF4632.The modeled gravity was interpolated from observed gravity values.
 DF4632
 DF4632;                    North         East    Units  Estimated Accuracy
 DF4632;SPC MN N     -   211,780.      662,776.      MT  (+/- 10 meters HH2 GPS)
 DF4632
 DF4632                          SUPERSEDED SURVEY CONTROL
 DF4632
 DF4632.No superseded survey control is available for this station.
 DF4632
 DF4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5527761509(NAD 83)
 DF4632
 DF4632_MARKER: DV = VERTICAL CONTROL DISK
 DF4632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4632_SP_SET: BRIDGE RAIL
 DF4632_STAMPING: 0406 X 1980
 DF4632_MARK LOGO: MNDT  
 DF4632_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4632+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4632
 DF4632  HISTORY     - Date     Condition        Report By
 DF4632  HISTORY     - 1978     MONUMENTED       MNDT
 DF4632  HISTORY     - 20010815 GOOD             MNDT
 DF4632
 DF4632                          STATION DESCRIPTION
 DF4632
 DF4632'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4632'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 0.5
 DF4632'MI (0.8 KM) SOUTH OF NORTH JCT OF TH 2 AND TH 71, IN RAIL AT SW COR OF
 DF4632'SB TH 71 BRDG NO 04008 UNDER SB TH 71, (2ND BRDG SE OF AIRPORT AND
 DF4632'HOLIDAY INN), 13.5 FT (4.1 M) SE OF SB TH 71, 9.4 FT (2.9 M) NE OF SW
 DF4632'COR OF BRDG, AT TH 71 STA 122+25.  DISK SET IN BRDG WHEN BUILT IN 1978
 DF4632'THEN STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4633 ***********************************************************************
 DF4633  DESIGNATION -  0406 Y
 DF4633  PID         -  DF4633
 DF4633  STATE/COUNTY-  MN/BELTRAMI
 DF4633  COUNTRY     -  US
 DF4633  USGS QUAD   -  BEMIDJI WEST (1994)
 DF4633
 DF4633                         *CURRENT SURVEY CONTROL
 DF4633  ______________________________________________________________________
 DF4633* NAD 83(1986) POSITION- 47 29 31.2    (N) 094 55 11.9    (W)   HD_HELD2  
 DF4633* NAVD 88 ORTHO HEIGHT -   430.053  (meters)    1410.93  (feet) ADJUSTED  
 DF4633  ______________________________________________________________________
 DF4633  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4633  DYNAMIC HEIGHT  -        430.095 (meters)     1411.07  (feet) COMP
 DF4633  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 DF4633
 DF4633  VERT ORDER      -  SECOND    CLASS I
 DF4633
 DF4633.The horizontal coordinates were established by autonomous hand held GPS
 DF4633.observations and have an estimated accuracy of +/- 10 meters.
 DF4633.
 DF4633.The orthometric height was determined by differential leveling and
 DF4633.adjusted in August 2004.
 DF4633
 DF4633.The dynamic height is computed by dividing the NAVD 88
 DF4633.geopotential number by the normal gravity value computed on the
 DF4633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4633.degrees latitude (g = 980.6199 gals.).
 DF4633
 DF4633.The modeled gravity was interpolated from observed gravity values.
 DF4633
 DF4633;                    North         East    Units  Estimated Accuracy
 DF4633;SPC MN N     -   211,898.      662,880.      MT  (+/- 10 meters HH2 GPS)
 DF4633
 DF4633                          SUPERSEDED SURVEY CONTROL
 DF4633
 DF4633.No superseded survey control is available for this station.
 DF4633
 DF4633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5538061627(NAD 83)
 DF4633
 DF4633_MARKER: DV = VERTICAL CONTROL DISK
 DF4633_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4633_SP_SET: BRIDGE RAIL
 DF4633_STAMPING: 0406 Y 1980
 DF4633_MARK LOGO: MNDT  
 DF4633_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4633+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4633
 DF4633  HISTORY     - Date     Condition        Report By
 DF4633  HISTORY     - 1978     MONUMENTED       MNDT
 DF4633  HISTORY     - 20010815 GOOD             MNDT
 DF4633
 DF4633                          STATION DESCRIPTION
 DF4633
 DF4633'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4633'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, 0.5
 DF4633'MI (0.8 KM) SOUTH OF NORTH JCT OF TH 2 AND TH 71, IN SE COR OF SB TH
 DF4633'71 BRDG 04008 IN BRDG RAIL (2ND BRDG SE OF AIRPORT AND HOLIDAY INN),
 DF4633'13.5 FT (4.1 M) SE OF SB TH 71, 8.0 FT (2.4 M) SW OF SW COR OF BRDG,
 DF4633'AT TH 71 STA 127+25. DISK SET IN BRDG BUILT IN 1978, STAMPED IN 1980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0610 ***********************************************************************
 SK0610  DESIGNATION -  0406 Z
 SK0610  PID         -  SK0610
 SK0610  STATE/COUNTY-  MN/BELTRAMI
 SK0610  COUNTRY     -  US
 SK0610  USGS QUAD   -  BEMIDJI WEST (1994)
 SK0610
 SK0610                         *CURRENT SURVEY CONTROL
 SK0610  ______________________________________________________________________
 SK0610* NAD 83(1986) POSITION- 47 28 59.1    (N) 094 55 08.2    (W)   HD_HELD2  
 SK0610* NAVD 88 ORTHO HEIGHT -   429.483  (meters)    1409.06  (feet) ADJUSTED  
 SK0610  ______________________________________________________________________
 SK0610  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 SK0610  DYNAMIC HEIGHT  -        429.525 (meters)     1409.20  (feet) COMP
 SK0610  MODELED GRAVITY -    980,696.6   (mgal)                       NAVD 88
 SK0610
 SK0610  VERT ORDER      -  FIRST     CLASS II
 SK0610
 SK0610.The horizontal coordinates were established by autonomous hand held GPS
 SK0610.observations and have an estimated accuracy of +/- 10 meters.
 SK0610.
 SK0610.The orthometric height was determined by differential leveling and
 SK0610.adjusted in June 1991.
 SK0610
 SK0610.The dynamic height is computed by dividing the NAVD 88
 SK0610.geopotential number by the normal gravity value computed on the
 SK0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0610.degrees latitude (g = 980.6199 gals.).
 SK0610
 SK0610.The modeled gravity was interpolated from observed gravity values.
 SK0610
 SK0610;                    North         East    Units  Estimated Accuracy
 SK0610;SPC MN N     -   210,905.      662,934.      MT  (+/- 10 meters HH2 GPS)
 SK0610
 SK0610                          SUPERSEDED SURVEY CONTROL
 SK0610
 SK0610.No superseded survey control is available for this station.
 SK0610
 SK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5543360634(NAD 83)
 SK0610
 SK0610_MARKER: DV = VERTICAL CONTROL DISK
 SK0610_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0610_SP_SET: BRIDGE RAIL
 SK0610_STAMPING: 0406 Z 1980
 SK0610_MARK LOGO: MNDT  
 SK0610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0610+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 SK0610
 SK0610  HISTORY     - Date     Condition        Report By
 SK0610  HISTORY     - 1978     MONUMENTED       MNDT
 SK0610  HISTORY     - 1981     GOOD             NGS
 SK0610  HISTORY     - 20010815 GOOD             MNDT
 SK0610  HISTORY     - 20041029 GOOD             GEOCAC
 SK0610
 SK0610                          STATION DESCRIPTION
 SK0610
 SK0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SK0610'IN BEMIDJI.
 SK0610'AT THE JUNCTION OF TRUNK HIGHWAY 2 (BYPASS UNDER CONSTRUCTION THIS
 SK0610'DATE) AND 15 TH STREET AT THE GUARDRAIL, AT THE SOUTHEAST CORNER OF
 SK0610'BRIDGE NUMBER 04023,
 SK0610'THE MARK IS 0.91 M ABOVE THE STREET.
 SK0610
 SK0610                          STATION RECOVERY (2001)
 SK0610
 SK0610'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SK0610'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BEMIDJI, AT
 SK0610'JCT OF TH 2 AND 15TH ST, IN SOUTH RAIL AT SE COR OF 15TH ST BRDG NO
 SK0610'04023 OVER TH 2, 21.8 FT (6.6 M) SOUTH OF 15TH ST, 1.4 FT (0.4 M) WEST
 SK0610'OF SE COR OF BRDG.  DISK SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED
 SK0610'IN 1980.
 SK0610
 SK0610                          STATION RECOVERY (2004)
 SK0610
 SK0610'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9733 ***********************************************************************
 DL9733  DESIGNATION -  0407 A
 DL9733  PID         -  DL9733
 DL9733  STATE/COUNTY-  MN/BELTRAMI
 DL9733  COUNTRY     -  US
 DL9733  USGS QUAD   -  BEMIDJI EAST (1994)
 DL9733
 DL9733                         *CURRENT SURVEY CONTROL
 DL9733  ______________________________________________________________________
 DL9733* NAD 83(1986) POSITION- 47 27 28.     (N) 094 51 50.     (W)   SCALED    
 DL9733* NAVD 88 ORTHO HEIGHT -   414.134  (meters)    1358.70  (feet) ADJUSTED  
 DL9733  ______________________________________________________________________
 DL9733  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DL9733  DYNAMIC HEIGHT  -        414.172 (meters)     1358.83  (feet) COMP
 DL9733  MODELED GRAVITY -    980,693.0   (mgal)                       NAVD 88
 DL9733
 DL9733  VERT ORDER      -  SECOND    CLASS I
 DL9733
 DL9733.The horizontal coordinates were scaled from a topographic map and have
 DL9733.an estimated accuracy of +/- 6 seconds.
 DL9733.
 DL9733.The orthometric height was determined by differential leveling and
 DL9733.adjusted in September 2010.
 DL9733
 DL9733.The dynamic height is computed by dividing the NAVD 88
 DL9733.geopotential number by the normal gravity value computed on the
 DL9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9733.degrees latitude (g = 980.6199 gals.).
 DL9733
 DL9733.The modeled gravity was interpolated from observed gravity values.
 DL9733
 DL9733;                    North         East    Units  Estimated Accuracy
 DL9733;SPC MN N     -   208,000.      667,020.      MT  (+/- 180 meters Scaled)
 DL9733
 DL9733                          SUPERSEDED SURVEY CONTROL
 DL9733
 DL9733.No superseded survey control is available for this station.
 DL9733
 DL9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN595577(NAD 83)
 DL9733
 DL9733_MARKER: DB = BENCH MARK DISK
 DL9733_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL9733+WITH SETTING: PAVEMENT
 DL9733_SP_SET: FLAGPOLE BASE
 DL9733_STAMPING: 0407 A 1968
 DL9733_MARK LOGO: MNDT  
 DL9733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9733+STABILITY: SURFACE MOTION
 DL9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9733+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 DL9733
 DL9733  HISTORY     - Date     Condition        Report By
 DL9733  HISTORY     - 1968     MONUMENTED       MNDT
 DL9733  HISTORY     - 20030918 GOOD             MNDT
 DL9733  HISTORY     - 20050217 GOOD             MNDT
 DL9733
 DL9733                          STATION DESCRIPTION
 DL9733
 DL9733'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DL9733'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DL9733'ABOUT 9.6 MI (15.4 KM) WEST-SOUTHWEST OF ANDRUSIA, 7.2 MI (11.6 KM)
 DL9733'EAST-SOUTHEAST OF WILTON AND 1.3 MI (2.1 KM) SOUTHEAST OF BEMIDJI.
 DL9733' 
 DL9733'TO REACH THE MARK IN BEMIDJI, GO 92 FT (28.0 M) WEST OF OLD TRUNK
 DL9733'HIGHWAY 2 (PAUL BUNYON DRIVE), AT TRUNK HIGHWAY 2 STATION 19+82, AT
 DL9733'TRUNK HIGHWAY 197 MILE POINT 1.85, IN CONCRETE BASE OF FLAGPOLE AT
 DL9733'HIGHWAY DEPARTMENT BUILDING, 10 FT (3.0 M) SOUTH OF ENTRANCE TO
 DL9733'BUILDING, 23.3 FT (7.1 M) EAST OF EAST WALL OF FIRST FLOOR OF BRICK
 DL9733'BUILDING.
 DL9733
 DL9733                          STATION RECOVERY (2005)
 DL9733
 DL9733'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DL9733'A NEW DESCRIPTION FOLLOWS.  THE MARK IS IN BEMIDJI, 92 FT (28.0 M)
 DL9733'WEST OF OLD TRUNK HIGHWAY 2 (PAUL BUNYON DRIVE), AT TRUNK HIGHWAY 197
 DL9733'MILE POINT 1.85, IN BASE OF FLAGPOLE AT HIGHWAY DEPARTMENT BUILDING.
 DL9733' 
 DL9733'IT IS 10 FT (3.0 M) SOUTH OF ENTRANCE TO BUILDING, 23.3 FT (7.1 M)
 DL9733'EAST OF EAST WALL OF FIRST FLOOR OF BRICK BUILDING, AT TRUNK HIGHWAY 2
 DL9733'STATION 19+82.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0866 ***********************************************************************
 SK0866  DESIGNATION -  0409 B RESET
 SK0866  PID         -  SK0866
 SK0866  STATE/COUNTY-  MN/BELTRAMI
 SK0866  COUNTRY     -  US
 SK0866  USGS QUAD   -  BEMIDJI EAST (1994)
 SK0866
 SK0866                         *CURRENT SURVEY CONTROL
 SK0866  ______________________________________________________________________
 SK0866* NAD 83(1996) POSITION- 47 25 51.46245(N) 094 51 48.79716(W)   NO CHECK  
 SK0866* NAVD 88 ORTHO HEIGHT -   429.635  (meters)    1409.56  (feet) ADJUSTED  
 SK0866  ______________________________________________________________________
 SK0866  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC09
 SK0866  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 SK0866  DYNAMIC HEIGHT  -        429.674 (meters)     1409.69  (feet) COMP
 SK0866  MODELED GRAVITY -    980,689.6   (mgal)                       NAVD 88
 SK0866
 SK0866  HORZ ORDER      -  THIRD
 SK0866  VERT ORDER      -  SECOND    CLASS I
 SK0866
 SK0866.The horizontal coordinates were established by classical geodetic methods
 SK0866.and adjusted by the National Geodetic Survey in March 1999.
 SK0866.
 SK0866.No horizontal observational check was made to the station.
 SK0866.
 SK0866.The orthometric height was determined by differential leveling and
 SK0866.adjusted in August 2004.
 SK0866
 SK0866.Photographs are available for this station.
 SK0866
 SK0866.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0866
 SK0866.The dynamic height is computed by dividing the NAVD 88
 SK0866.geopotential number by the normal gravity value computed on the
 SK0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0866.degrees latitude (g = 980.6199 gals.).
 SK0866
 SK0866.The modeled gravity was interpolated from observed gravity values.
 SK0866
 SK0866. The following values were computed from the NAD 83(1996) position.
 SK0866
 SK0866;                    North         East     Units Scale Factor Converg.
 SK0866;SPC MN N     -   205,015.591   666,974.578   MT  0.99992759   -1 18 25.9
 SK0866;SPC MN N     -   672,621.98  2,188,232.43   sFT  0.99992759   -1 18 25.9
 SK0866;SPC MN C     -   370,393.802   753,707.600   MT  1.00010567   -0 26 37.8
 SK0866;SPC MN C     - 1,215,200.33  2,472,789.02   sFT  1.00010567   -0 26 37.8
 SK0866;UTM  15      - 5,254,740.555   359,467.480   MT  0.99984271   -1 22 21.6
 SK0866
 SK0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0866!SPC MN N     -   0.99993706  x   0.99992759  =   0.99986466
 SK0866!SPC MN C     -   0.99993706  x   1.00010567  =   1.00004273
 SK0866!UTM  15      -   0.99993706  x   0.99984271  =   0.99977978
 SK0866
 SK0866                          SUPERSEDED SURVEY CONTROL
 SK0866
 SK0866  NAD 83(1986)-  47 25 51.46162(N)    094 51 48.79641(W) AD(       ) 3
 SK0866  NAD 27      -  47 25 51.63332(N)    094 51 47.80646(W) AD(       ) 3
 SK0866  NGVD 29 (07/19/86)  429.32   (m)         1408.5    (f) LEVELING    3  
 SK0866
 SK0866.Superseded values are not recommended for survey control.
 SK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0866.See file dsdata.txt to determine how the superseded data were derived.
 SK0866
 SK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5946754740(NAD 83)
 SK0866
 SK0866_MARKER: DV = VERTICAL CONTROL DISK
 SK0866_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0866_SP_SET: BRIDGE RAILING
 SK0866_STAMPING: 0409 B RESET 1980
 SK0866_MARK LOGO: MNDT  
 SK0866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0866+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 SK0866
 SK0866  HISTORY     - Date     Condition        Report By
 SK0866  HISTORY     - 1980     MONUMENTED       MNDT
 SK0866  HISTORY     - 19990401 GOOD             MNDT
 SK0866  HISTORY     - 20010815 GOOD             MNDT
 SK0866  HISTORY     - 20020819 GOOD             MNDT
 SK0866  HISTORY     - 20030918 GOOD             MNDT
 SK0866  HISTORY     - 20101122 GOOD             MNDT
 SK0866
 SK0866                          STATION DESCRIPTION
 SK0866
 SK0866'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 SK0866'RECOVERED AS DESCRIBED.
 SK0866
 SK0866                          STATION RECOVERY (2001)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SK0866'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 SK0866'SSE OF BEMIDJI, IN RAIL AT SE COR OF TH 71 BRDG NO 04012 OVER TH 2,
 SK0866'31.3 FT (9.5 M) EAST OF TH 71, 1.6 FT (0.5 M) NORTH OF SOUTH END OF
 SK0866'RAILING, 11.9 FT (3.6 M) NNW OF WIT POST, 12.21 FT (3.72 M) NORTH OF
 SK0866'STA COWBOY MNDT.  DISK SET IN BRDG WHEN BUILT IN 1979 THEN STAMPED IN
 SK0866'1980.
 SK0866
 SK0866                          STATION RECOVERY (2002)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0866'THE MARK IS 1 MI (1.6 KM) SOUTH-SOUTHEAST OF BEMIDJI, IN A BRIDGE RAIL
 SK0866'AT SOUTHEAST CORNER OF TH 71 BRIDGE NO 04012 OVER TH 2, 31.3 FT (9.5
 SK0866'M) EAST OF TH 71, 1.6 FT (0.5 M) NORTH OF SOUTH END OF RAILING, 11.9
 SK0866'FT (3.6 M) NORTH-NORTHWEST OF A WITNESS POST, 12.21 FT (3.72 M) NORTH
 SK0866'OF STATION COWBOY MNDT.  CORRECTION, DISK STAMPED 1980 WAS RESET IN
 SK0866'BRIDGE IN 1981.
 SK0866
 SK0866                          STATION RECOVERY (2003)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK0866'RECOVERED AS DESCRIBED.
 SK0866
 SK0866                          STATION RECOVERY (2010)
 SK0866
 SK0866'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 SK0866'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6284 ***********************************************************************
 DE6284  DESIGNATION -  0409 C
 DE6284  PID         -  DE6284
 DE6284  STATE/COUNTY-  MN/BELTRAMI
 DE6284  COUNTRY     -  US
 DE6284  USGS QUAD   -  BEMIDJI EAST (1994)
 DE6284
 DE6284                         *CURRENT SURVEY CONTROL
 DE6284  ______________________________________________________________________
 DE6284* NAD 83(2007) POSITION- 47 24 37.67949(N) 094 51 48.39228(W)   ADJUSTED  
 DE6284* NAD 83(2007) ELLIP HT-   411.926 (meters)        (02/10/07)   ADJUSTED
 DE6284* NAD 83(2007) EPOCH   -  2002.00
 DE6284* NAVD 88 ORTHO HEIGHT -   439.984  (meters)    1443.51  (feet) ADJUSTED  
 DE6284  ______________________________________________________________________
 DE6284  NAD 83(2007) X  -   -366,634.627 (meters)                     COMP
 DE6284  NAD 83(2007) Y  - -4,308,911.127 (meters)                     COMP
 DE6284  NAD 83(2007) Z  -  4,673,070.251 (meters)                     COMP
 DE6284  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC09
 DE6284  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 DE6284  DYNAMIC HEIGHT  -        440.023 (meters)     1443.64  (feet) COMP
 DE6284  MODELED GRAVITY -    980,687.5   (mgal)                       NAVD 88
 DE6284
 DE6284  VERT ORDER      -  SECOND    CLASS I
 DE6284
 DE6284  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6284  Type                                         Horiz  Ellip  Dist(km)
 DE6284  -------------------------------------------------------------------
 DE6284  NETWORK                                       0.37   0.47
 DE6284  -------------------------------------------------------------------
 DE6284  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.29   0.35      2.87
 DE6284  -------------------------------------------------------------------
 DE6284  NOTE: Click here for information on individual local accuracy
 DE6284  values and other accuracy information.
 DE6284
 DE6284
 DE6284.The horizontal coordinates were established by GPS observations
 DE6284.and adjusted by the National Geodetic Survey in February 2007.
 DE6284
 DE6284.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6284.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6284
 DE6284.The horizontal coordinates are valid at the epoch date displayed above
 DE6284.which is a decimal equivalence of Year/Month/Day.
 DE6284
 DE6284.The orthometric height was determined by differential leveling and
 DE6284.adjusted in July 2008.
 DE6284
 DE6284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6284
 DE6284.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6284
 DE6284.The ellipsoidal height was determined by GPS observations
 DE6284.and is referenced to NAD 83.
 DE6284
 DE6284.The dynamic height is computed by dividing the NAVD 88
 DE6284.geopotential number by the normal gravity value computed on the
 DE6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6284.degrees latitude (g = 980.6199 gals.).
 DE6284
 DE6284.The modeled gravity was interpolated from observed gravity values.
 DE6284
 DE6284. The following values were computed from the NAD 83(2007) position.
 DE6284
 DE6284;                    North         East     Units Scale Factor Converg.
 DE6284;SPC MN N     -   202,737.508   666,931.085   MT  0.99993016   -1 18 25.6
 DE6284;SPC MN N     -   665,147.97  2,188,089.73   sFT  0.99993016   -1 18 25.6
 DE6284;UTM  15      - 5,252,462.719   359,421.397   MT  0.99984287   -1 22 19.7
 DE6284
 DE6284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6284!SPC MN N     -   0.99993544  x   0.99993016  =   0.99986560
 DE6284!UTM  15      -   0.99993544  x   0.99984287  =   0.99977832
 DE6284
 DE6284                          SUPERSEDED SURVEY CONTROL
 DE6284
 DE6284  NAD 83(1996)-  47 24 37.67930(N)    094 51 48.39228(W) AD(       ) 1
 DE6284  ELLIP H (07/08/02)  411.956  (m)                       GP(       ) 3 1
 DE6284  NAVD 88 (07/08/02)  440.0    (m)  GEOID99 model used   GPS OBS        
 DE6284
 DE6284.Superseded values are not recommended for survey control.
 DE6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6284.See file dsdata.txt to determine how the superseded data were derived.
 DE6284
 DE6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5942152462(NAD 83)
 DE6284
 DE6284_MARKER: DB = BENCH MARK DISK
 DE6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6284_STAMPING: 0409 C 1962
 DE6284_MARK LOGO: MNDT  
 DE6284_PROJECTION: FLUSH
 DE6284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6284+STABILITY: SURFACE MOTION
 DE6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6284+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DE6284
 DE6284  HISTORY     - Date     Condition        Report By
 DE6284  HISTORY     - 1962     MONUMENTED       MNDT
 DE6284  HISTORY     - 19990401 GOOD             MNDT
 DE6284  HISTORY     - 20020819 GOOD             MNDT
 DE6284
 DE6284                          STATION DESCRIPTION
 DE6284
 DE6284'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6284'3.2 MI (5.1 KM) SOUTH OF BEMIDJI, AT CO LINE, 1.45 MI (2.33 KM) SOUTH
 DE6284'ALONG TH 71 FROM SE JCT TH 71 AND TH 2, 75 FT (22.9 M) EAST OF TH 71,
 DE6284'AT TH 71 MP 306.86, 60 FT (18.3 M) NORTH OF CO RD 2, 1 FT (0.3 M) WEST
 DE6284'OF WIT POST.  RECESSED 3 INCHES
 DE6284
 DE6284                          STATION RECOVERY (2002)
 DE6284
 DE6284'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4621 ***********************************************************************
 DF4621  DESIGNATION -  0409 D
 DF4621  PID         -  DF4621
 DF4621  STATE/COUNTY-  MN/BELTRAMI
 DF4621  COUNTRY     -  US
 DF4621  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4621
 DF4621                         *CURRENT SURVEY CONTROL
 DF4621  ______________________________________________________________________
 DF4621* NAD 83(1986) POSITION- 47 25 55.4    (N) 094 51 48.8    (W)   HD_HELD2  
 DF4621* NAVD 88 ORTHO HEIGHT -   430.173  (meters)    1411.33  (feet) ADJUSTED  
 DF4621  ______________________________________________________________________
 DF4621  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DF4621  DYNAMIC HEIGHT  -        430.212 (meters)     1411.45  (feet) COMP
 DF4621  MODELED GRAVITY -    980,689.8   (mgal)                       NAVD 88
 DF4621
 DF4621  VERT ORDER      -  SECOND    CLASS I
 DF4621
 DF4621.The horizontal coordinates were established by autonomous hand held GPS
 DF4621.observations and have an estimated accuracy of +/- 10 meters.
 DF4621.
 DF4621.The orthometric height was determined by differential leveling and
 DF4621.adjusted in August 2004.
 DF4621
 DF4621.Photographs are available for this station.
 DF4621
 DF4621.The dynamic height is computed by dividing the NAVD 88
 DF4621.geopotential number by the normal gravity value computed on the
 DF4621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4621.degrees latitude (g = 980.6199 gals.).
 DF4621
 DF4621.The modeled gravity was interpolated from observed gravity values.
 DF4621
 DF4621;                    North         East    Units  Estimated Accuracy
 DF4621;SPC MN N     -   205,137.      666,977.      MT  (+/- 10 meters HH2 GPS)
 DF4621
 DF4621                          SUPERSEDED SURVEY CONTROL
 DF4621
 DF4621.No superseded survey control is available for this station.
 DF4621
 DF4621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5947054862(NAD 83)
 DF4621
 DF4621_MARKER: DV = VERTICAL CONTROL DISK
 DF4621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF4621_SP_SET: BRIDGE RAIL
 DF4621_STAMPING: 0409 D 1980
 DF4621_MARK LOGO: MNDT  
 DF4621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4621+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 DF4621
 DF4621  HISTORY     - Date     Condition        Report By
 DF4621  HISTORY     - 1980     MONUMENTED       MNDT
 DF4621  HISTORY     - 20010815 GOOD             MNDT
 DF4621  HISTORY     - 20030918 GOOD             MNDT
 DF4621
 DF4621                          STATION DESCRIPTION
 DF4621
 DF4621'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4621'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF4621'SOUTH OF BEMIDJI, IN RAIL AT NE COR OF TH 71 BRDG NO 04012 OVER TH 2,
 DF4621'31.5 FT (9.6 M) EAST OF TH 71, 1.3 FT (0.4 M) SOUTH OF NE COR OF BRDG,
 DF4621'AT TH 71 STA 88+05.  UNKNOWN REASON WHY DISK HAS A STAMPING YEAR OF
 DF4621'1962 WHEN BRDG WAS BUILT IN 1980.
 DF4621
 DF4621                          STATION RECOVERY (2003)
 DF4621
 DF4621'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF4621'THE MARK WAS RECOVERED IN GOOD CONDITION.
 DF4621' 
 DF4621'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 DF4621'GUTHRIE, 8.1 MI (13.0 KM) SOUTHEAST OF WILTON AND 3.0 MI (4.8 KM)
 DF4621'SOUTH-SOUTHEAST OF BEMIDJI.
 DF4621' 
 DF4621'TO REACH THE MARK GO 1 MI (1.6 KM) SOUTH OF BEMIDJI, IN RAIL AT
 DF4621'NORTHEAST CORNER OF TRUNK HIGHWAY 71 BRIDGE NUMBER 04012 OVER TRUNK
 DF4621'HIGHWAY 2, 31.5 FT (9.6 M) EAST OF TRUNK HIGHWAY 71, 1.3 FT (0.4 M)
 DF4621'SOUTH OF THE NORTHEAST CORNER OF BRIDGE, AT TRUNK HIGHWAY 71 STATION
 DF4621'88+05.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9406 ***********************************************************************
 DJ9406  DESIGNATION -  0409 E
 DJ9406  PID         -  DJ9406
 DJ9406  STATE/COUNTY-  MN/BELTRAMI
 DJ9406  COUNTRY     -  US
 DJ9406  USGS QUAD   -  BEMIDJI EAST (1994)
 DJ9406
 DJ9406                         *CURRENT SURVEY CONTROL
 DJ9406  ______________________________________________________________________
 DJ9406* NAD 83(1986) POSITION- 47 25 29.     (N) 094 51 46.     (W)   SCALED    
 DJ9406* NAVD 88 ORTHO HEIGHT -   429.350  (meters)    1408.63  (feet) ADJUSTED  
 DJ9406  ______________________________________________________________________
 DJ9406  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DJ9406  DYNAMIC HEIGHT  -        429.388 (meters)     1408.75  (feet) COMP
 DJ9406  MODELED GRAVITY -    980,689.0   (mgal)                       NAVD 88
 DJ9406
 DJ9406  VERT ORDER      -  SECOND    CLASS I
 DJ9406
 DJ9406.The horizontal coordinates were scaled from a topographic map and have
 DJ9406.an estimated accuracy of +/- 6 seconds.
 DJ9406.
 DJ9406.The orthometric height was determined by differential leveling and
 DJ9406.adjusted in July 2008.
 DJ9406
 DJ9406.The dynamic height is computed by dividing the NAVD 88
 DJ9406.geopotential number by the normal gravity value computed on the
 DJ9406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9406.degrees latitude (g = 980.6199 gals.).
 DJ9406
 DJ9406.The modeled gravity was interpolated from observed gravity values.
 DJ9406
 DJ9406;                    North         East    Units  Estimated Accuracy
 DJ9406;SPC MN N     -   204,320.      667,020.      MT  (+/- 180 meters Scaled)
 DJ9406
 DJ9406                          SUPERSEDED SURVEY CONTROL
 DJ9406
 DJ9406.No superseded survey control is available for this station.
 DJ9406
 DJ9406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN595540(NAD 83)
 DJ9406
 DJ9406_MARKER: DD = SURVEY DISK
 DJ9406_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9406_STAMPING: 0409 E 2002
 DJ9406_MARK LOGO: MNDT  
 DJ9406_PROJECTION: FLUSH
 DJ9406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9406+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9406_ROD/PIPE-DEPTH:  3.7 meters
 DJ9406
 DJ9406  HISTORY     - Date     Condition        Report By
 DJ9406  HISTORY     - 20020819 MONUMENTED       MNDT
 DJ9406
 DJ9406                          STATION DESCRIPTION
 DJ9406
 DJ9406'DESCRIBED BY MN DEPT OF TRANSP 2002
 DJ9406'THE MARK IS A STANDARD MNDT GEODETIC CONTROL DISK 2 MI (3.2 KM) SOUTH
 DJ9406'OF BEMIDJI, 0.45 MI (0.72 KM) SOUTH ALONG TH 71 FROM THE JUNCTION OF
 DJ9406'TH 71 AND TH 2 IN BEMIDJI, AT TH 71 MILEPOST 307.85, 196 FT (59.7 M)
 DJ9406'EAST OF TH 71, 31 FT (9.4 M) NORTH OF COUNTY ROAD 402, 2.2 FT (0.7 M)
 DJ9406'WEST-SOUTHWEST OF RIGHT-OF-WAY POST, 2.3 FT (0.7 M) WEST OF A WITNESS
 DJ9406'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0469 ***********************************************************************
 SK0469  DESIGNATION -  0410 AL
 SK0469  PID         -  SK0469
 SK0469  STATE/COUNTY-  MN/BELTRAMI
 SK0469  COUNTRY     -  US
 SK0469  USGS QUAD   -  TURTLE RIVER (1994)
 SK0469
 SK0469                         *CURRENT SURVEY CONTROL
 SK0469  ______________________________________________________________________
 SK0469* NAD 83(1986) POSITION- 47 36 03.     (N) 094 45 26.     (W)   SCALED    
 SK0469* NAVD 88 ORTHO HEIGHT -   405.759  (meters)    1331.23  (feet) ADJUSTED  
 SK0469  ______________________________________________________________________
 SK0469  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 SK0469  DYNAMIC HEIGHT  -        405.810 (meters)     1331.40  (feet) COMP
 SK0469  MODELED GRAVITY -    980,724.4   (mgal)                       NAVD 88
 SK0469
 SK0469  VERT ORDER      -  FIRST     CLASS II
 SK0469
 SK0469.The horizontal coordinates were scaled from a topographic map and have
 SK0469.an estimated accuracy of +/- 6 seconds.
 SK0469.
 SK0469.The orthometric height was determined by differential leveling and
 SK0469.adjusted in June 1991.
 SK0469
 SK0469.The dynamic height is computed by dividing the NAVD 88
 SK0469.geopotential number by the normal gravity value computed on the
 SK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0469.degrees latitude (g = 980.6199 gals.).
 SK0469
 SK0469.The modeled gravity was interpolated from observed gravity values.
 SK0469
 SK0469;                    North         East    Units  Estimated Accuracy
 SK0469;SPC MN N     -   223,720.      675,400.      MT  (+/- 180 meters Scaled)
 SK0469
 SK0469                          SUPERSEDED SURVEY CONTROL
 SK0469
 SK0469.No superseded survey control is available for this station.
 SK0469
 SK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN679734(NAD 83)
 SK0469
 SK0469_MARKER: DB = BENCH MARK DISK
 SK0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0469_SP_SET: COPPER-CLAD STEEL ROD
 SK0469_STAMPING: 0410 AL 1975
 SK0469_MARK LOGO: MNDT  
 SK0469_PROJECTION: FLUSH
 SK0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0469_ROD/PIPE-DEPTH: 12.1 meters
 SK0469
 SK0469  HISTORY     - Date     Condition        Report By
 SK0469  HISTORY     - 1975     MONUMENTED       MNDT
 SK0469  HISTORY     - 1980     GOOD             NGS
 SK0469  HISTORY     - 20041029 GOOD             GEOCAC
 SK0469
 SK0469                          STATION DESCRIPTION
 SK0469
 SK0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0469'7.3 KM (4.5 MI) SW FROM TENSTRIKE.
 SK0469'8.7 KM (5.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 SK0469'COUNTY ROAD 29 IN TENSTRIKE, AT THE JUNCTION OF COUNTY ROAD 21,
 SK0469'34.1 METERS (112 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 SK0469'38.1 METERS (125 FT) WEST OF THE CENTERLINE OF THE ROAD, 7.6 METERS
 SK0469'(25.0 FT) NORTHWEST OF A POWERLINE POLE, 3.3 METERS (11.0 FT) SOUTH OF
 SK0469'A METAL RIGHT-OF-WAY POST.
 SK0469'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SK0469
 SK0469                          STATION RECOVERY (2004)
 SK0469
 SK0469'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0324 ***********************************************************************
 SK0324  DESIGNATION -  0410 BA
 SK0324  PID         -  SK0324
 SK0324  STATE/COUNTY-  MN/BELTRAMI
 SK0324  COUNTRY     -  US
 SK0324  USGS QUAD   -  BLACKDUCK (1996)
 SK0324
 SK0324                         *CURRENT SURVEY CONTROL
 SK0324  ______________________________________________________________________
 SK0324* NAD 83(1986) POSITION- 47 43 36.     (N) 094 33 07.     (W)   SCALED    
 SK0324* NAVD 88 ORTHO HEIGHT -   418.421  (meters)    1372.77  (feet) ADJUSTED  
 SK0324  ______________________________________________________________________
 SK0324  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 SK0324  DYNAMIC HEIGHT  -        418.488 (meters)     1372.99  (feet) COMP
 SK0324  MODELED GRAVITY -    980,759.1   (mgal)                       NAVD 88
 SK0324
 SK0324  VERT ORDER      -  SECOND    CLASS I
 SK0324
 SK0324.The horizontal coordinates were scaled from a topographic map and have
 SK0324.an estimated accuracy of +/- 6 seconds.
 SK0324.
 SK0324.The orthometric height was determined by differential leveling and
 SK0324.adjusted in June 1991.
 SK0324
 SK0324.The dynamic height is computed by dividing the NAVD 88
 SK0324.geopotential number by the normal gravity value computed on the
 SK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0324.degrees latitude (g = 980.6199 gals.).
 SK0324
 SK0324.The modeled gravity was interpolated from observed gravity values.
 SK0324
 SK0324;                    North         East    Units  Estimated Accuracy
 SK0324;SPC MN N     -   237,400.      691,090.      MT  (+/- 180 meters Scaled)
 SK0324
 SK0324                          SUPERSEDED SURVEY CONTROL
 SK0324
 SK0324  NGVD 29 (??/??/92)  418.098  (m)         1371.71   (f) ADJ UNCH    2 1
 SK0324
 SK0324.Superseded values are not recommended for survey control.
 SK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0324.See file dsdata.txt to determine how the superseded data were derived.
 SK0324
 SK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN836870(NAD 83)
 SK0324
 SK0324_MARKER: DD = SURVEY DISK
 SK0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0324_SP_SET: CULVERT
 SK0324_STAMPING: 0410 BA 1976
 SK0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0324
 SK0324  HISTORY     - Date     Condition        Report By
 SK0324  HISTORY     - 1976     MONUMENTED       MNDT
 SK0324  HISTORY     - 1978     GOOD             MNDT
 SK0324  HISTORY     - 1980     GOOD             NGS
 SK0324
 SK0324                          STATION DESCRIPTION
 SK0324
 SK0324'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0324'IN BLACKDUCK.
 SK0324'THE MARK IS LOCATED 0.5 MILE SOUTH AND SOUTHWEST ALONG TRUNK HIGHWAY
 SK0324'71 FROM THE JUNCTION OF TRUNK HIGHWAYS 71 AND 72 AT BLACKDUCK.  IT IS
 SK0324'ABOUT 0.15 MILE NORTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF
 SK0324'TRUNK HIGHWAY 71 AND COUNTY ROAD 39.  IT IS AT TRUNK HIGHWAY 71
 SK0324'MILEPOINT 336.65.  IT IS 19.5 FEET SOUTHEAST OF AND ABOUT 4 FEET LOWER
 SK0324'THAN THE CENTERLINE OF TRUNK HIGHWAY 71 AND IS 43.0 FEET NORTH OF THE
 SK0324'NORTHWEST LEG OF SIGN BROOKSIDE GREEN HOUSE.  IT IS A STANDARD
 SK0324'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 SK0324'CEMENTED INTO A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST
 SK0324'HEADWALL OF A 6 FOOT BY 8 FOOT BOX CULVERT (SMALL CREEK UNDER T.H.
 SK0324'71).  NE 1/4 SECTION 13, T 149 N, R 31 W.
 SK0324
 SK0324                          STATION RECOVERY (1978)
 SK0324
 SK0324'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SK0324'THE MARK WAS RECOVERED IN GOOD CONDITION 0.25 MILE SOUTHWEST ALONG
 SK0324'MAIN STREET FROM THE JUNCTION OF MAIN STREET AND SUMMIT AVENUE IN
 SK0324'BLACKDUCK, 19.5 FEET SOUTHEAST OF AND 4 FEET LOWER THAN THE
 SK0324'CENTERLINE OF MAIN STREET, AND 43.0 FEET NORTH OF THE NORTHWEST LEG
 SK0324'OF THE BROOKSIDE GREEN HOUSE SIGN. THE MARK, A STANDARD MNDT VERTICAL
 SK0324'CONTROL MONUMENT (VCM) DISK STAMPED 0410 BA 1976, IS CEMENTED INTO A
 SK0324'DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A 6 FOOT
 SK0324'BY 8 FOOT BOX CULVERT AT A SMALL CREEK UNDER MAIN STREET.
 SK0324
 SK0324                          STATION RECOVERY (1980)
 SK0324
 SK0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0323 ***********************************************************************
 SK0323  DESIGNATION -  0410 BB
 SK0323  PID         -  SK0323
 SK0323  STATE/COUNTY-  MN/BELTRAMI
 SK0323  COUNTRY     -  US
 SK0323  USGS QUAD   -  BLACKDUCK (1996)
 SK0323
 SK0323                         *CURRENT SURVEY CONTROL
 SK0323  ______________________________________________________________________
 SK0323* NAD 83(1986) POSITION- 47 43 50.     (N) 094 33 00.     (W)   SCALED    
 SK0323* NAVD 88 ORTHO HEIGHT -   424.425  (meters)    1392.47  (feet) ADJUSTED  
 SK0323  ______________________________________________________________________
 SK0323  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 SK0323  DYNAMIC HEIGHT  -        424.492 (meters)     1392.69  (feet) COMP
 SK0323  MODELED GRAVITY -    980,758.8   (mgal)                       NAVD 88
 SK0323
 SK0323  VERT ORDER      -  FIRST     CLASS II
 SK0323
 SK0323.The horizontal coordinates were scaled from a topographic map and have
 SK0323.an estimated accuracy of +/- 6 seconds.
 SK0323.
 SK0323.The orthometric height was determined by differential leveling and
 SK0323.adjusted in June 1991.
 SK0323
 SK0323.Photographs are available for this station.
 SK0323
 SK0323.The dynamic height is computed by dividing the NAVD 88
 SK0323.geopotential number by the normal gravity value computed on the
 SK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0323.degrees latitude (g = 980.6199 gals.).
 SK0323
 SK0323.The modeled gravity was interpolated from observed gravity values.
 SK0323
 SK0323;                    North         East    Units  Estimated Accuracy
 SK0323;SPC MN N     -   237,830.      691,250.      MT  (+/- 180 meters Scaled)
 SK0323
 SK0323                          SUPERSEDED SURVEY CONTROL
 SK0323
 SK0323  NGVD 29 (??/??/92)  424.101  (m)         1391.40   (f) ADJ UNCH    1 2
 SK0323
 SK0323.Superseded values are not recommended for survey control.
 SK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0323.See file dsdata.txt to determine how the superseded data were derived.
 SK0323
 SK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN837875(NAD 83)
 SK0323
 SK0323_MARKER: DV = VERTICAL CONTROL DISK
 SK0323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SK0323+WITH SETTING: PAVEMENT
 SK0323_SP_SET: WATER TOWER LEG BASE
 SK0323_STAMPING: 0410 BB 1976
 SK0323_MARK LOGO: MNDT  
 SK0323_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0323+STABILITY: SURFACE MOTION
 SK0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0323+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 SK0323
 SK0323  HISTORY     - Date     Condition        Report By
 SK0323  HISTORY     - 1976     MONUMENTED       MNDT
 SK0323  HISTORY     - 1978     GOOD             MNDT
 SK0323  HISTORY     - 1980     GOOD             NGS
 SK0323  HISTORY     - 20031001 GOOD             MNDT
 SK0323
 SK0323                          STATION DESCRIPTION
 SK0323
 SK0323'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0323'IN BLACKDUCK.
 SK0323'THE MARK IS LOCATED TWO CITY BLOCKS SOUTH OF AND 1 CITY BLOCK WEST OF
 SK0323'THE JUNCTION OF TRUNK HIGHWAY 71 AND 72 AT BLACKDUCK.  IT IS NEAR THE
 SK0323'INTERSECTION OF MARGARET AVENUE AND 1ST STREET WEST.  IT IS 56.7 FEET
 SK0323'EAST OF EAST EDGE OF EAST CURB OF 1ST AVENUE WEST, 52.5 FEET SOUTH OF
 SK0323'THE SOUTH EDGE OF THE SOUTH CURB OF MARGARET AVENUE, 49.3 FEET
 SK0323'SOUTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY BLOCK BUILDING (CITY
 SK0323'WATER PUMP), AND 1.5 FEET LOWER THAN A 4 INCH BY 6 INCH STEEL PLATE
 SK0323'STAMPED 1915 CHICAGO BRIDGE AND IRON WORKS.  IT IS A STANDARD
 SK0323'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK SET
 SK0323'IN A DRILL HOLE IN THE SOUTH CORNER OF THE CONCRETE BASE FOR THE
 SK0323'SOUTHEAST LEG OF THE BLACKDUCK WATER TOWER.  IT IS ABOUT 3 FEET ABOVE
 SK0323'THE LEVEL OF THE STREETS.  SE 1/4 SECTION 12, T 149 N., R 31 W.
 SK0323
 SK0323                          STATION RECOVERY (1978)
 SK0323
 SK0323'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SK0323'THE MARK WAS RECOVERED IN GOOD CONDITION 1 CITY BLOCK WEST OF AND 1
 SK0323'CITY BLOCK NORTH OF THE JUNCTION OF MAIN STREET AND SUMMIT AVENUE IN
 SK0323'BLACKDUCK, NEAR THE INTERSECTION OF MARGARET AVENUE AND 1ST STREET
 SK0323'WEST, 56.7 FEET EAST OF EAST EDGE OF EAST CURB OF 1ST AVENUE WEST,
 SK0323'52.5 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH CURB OF MARGARET
 SK0323'AVENUE, 49.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY
 SK0323'BLOCK BUILDING (CITY WATER PUMP), AND 1.5 FEET LOWER THAN A 4 INCH BY
 SK0323'6 INCH STEEL PLATE STAMPED 1915 CHICAGO BRIDGE AND IRON WORKS. IT IS
 SK0323'A STANDARD MNDT VERTICAL CONTROL MONUMENT (VCM) DISK SET IN A DRILL
 SK0323'HOLE IN THE SOUTH CORNER OF THE CONCRETE BASE FOR THE SOUTHEAST LEG
 SK0323'OF THE BLACKDUCK WATER TOWER. IT IS ABOUT 3 FEET ABOVE THE LEVEL OF
 SK0323'THE STREETS.
 SK0323
 SK0323                          STATION RECOVERY (1980)
 SK0323
 SK0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0323'RECOVERED IN GOOD CONDITION.
 SK0323
 SK0323                          STATION RECOVERY (2003)
 SK0323
 SK0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0323'CITY OF BLACKDUCK IS PLANNING ON DISMANTELING WATER TOWER IN THE NEAR
 SK0323'FUTURE WILL LEAVE THE BENCHMARK INTACK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0479 ***********************************************************************
 SK0479  DESIGNATION -  0410 E
 SK0479  PID         -  SK0479
 SK0479  STATE/COUNTY-  MN/BELTRAMI
 SK0479  COUNTRY     -  US
 SK0479  USGS QUAD   -  TURTLE RIVER (1994)
 SK0479
 SK0479                         *CURRENT SURVEY CONTROL
 SK0479  ______________________________________________________________________
 SK0479* NAD 83(2007) POSITION- 47 33 19.15890(N) 094 50 33.26702(W)   ADJUSTED  
 SK0479* NAD 83(2007) ELLIP HT-   398.784 (meters)        (07/09/09)   ADJUSTED
 SK0479* NAD 83(2007) EPOCH   -  2002.00
 SK0479* NAVD 88 ORTHO HEIGHT -   426.890  (meters)    1400.55  (feet) ADJUSTED  
 SK0479  ______________________________________________________________________
 SK0479  NAD 83(2007) X  -   -364,062.309 (meters)                     COMP
 SK0479  NAD 83(2007) Y  - -4,297,206.504 (meters)                     COMP
 SK0479  NAD 83(2007) Z  -  4,683,945.219 (meters)                     COMP
 SK0479  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC09
 SK0479  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 SK0479  DYNAMIC HEIGHT  -        426.936 (meters)     1400.71  (feet) COMP
 SK0479  MODELED GRAVITY -    980,709.0   (mgal)                       NAVD 88
 SK0479
 SK0479  HORZ ORDER      -  FIRST
 SK0479  VERT ORDER      -  FIRST     CLASS II
 SK0479  ELLP ORDER      -  THIRD     CLASS I
 SK0479
 SK0479.The horizontal coordinates were established by GPS observations
 SK0479.and adjusted by the National Geodetic Survey in July 2009.
 SK0479
 SK0479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0479.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0479
 SK0479.The horizontal coordinates are valid at the epoch date displayed above
 SK0479.which is a decimal equivalence of Year/Month/Day.
 SK0479
 SK0479.The orthometric height was determined by differential leveling and
 SK0479.adjusted in June 1991.
 SK0479
 SK0479.Photographs are available for this station.
 SK0479
 SK0479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0479
 SK0479.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0479
 SK0479.The ellipsoidal height was determined by GPS observations
 SK0479.and is referenced to NAD 83.
 SK0479
 SK0479.The dynamic height is computed by dividing the NAVD 88
 SK0479.geopotential number by the normal gravity value computed on the
 SK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0479.degrees latitude (g = 980.6199 gals.).
 SK0479
 SK0479.The modeled gravity was interpolated from observed gravity values.
 SK0479
 SK0479. The following values were computed from the NAD 83(2007) position.
 SK0479
 SK0479;                    North         East     Units Scale Factor Converg.
 SK0479;SPC MN N     -   218,801.507   668,868.521   MT  0.99991471   -1 17 29.9
 SK0479;SPC MN N     -   717,851.28  2,194,446.14   sFT  0.99991471   -1 17 29.9
 SK0479;UTM  15      - 5,268,523.129   361,377.359   MT  0.99983615   -1 21 35.7
 SK0479
 SK0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0479!SPC MN N     -   0.99993750  x   0.99991471  =   0.99985221
 SK0479!UTM  15      -   0.99993750  x   0.99983615  =   0.99977366
 SK0479
 SK0479                          SUPERSEDED SURVEY CONTROL
 SK0479
 SK0479  NAD 83(1996)-  47 33 19.15877(N)    094 50 33.26689(W) AD(       ) 1
 SK0479  ELLIP H (01/10/08)  398.806  (m)                       GP(       ) 3 1
 SK0479  NAVD 88 (01/10/08)  426.89   (m)         1400.6    (f) LEVELING    3  
 SK0479
 SK0479.Superseded values are not recommended for survey control.
 SK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0479.See file dsdata.txt to determine how the superseded data were derived.
 SK0479
 SK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6137768523(NAD 83)
 SK0479
 SK0479_MARKER: DB = BENCH MARK DISK
 SK0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0479_SP_SET: CONCRETE POST
 SK0479_STAMPING: 0410 E 1967
 SK0479_MARK LOGO: MNHD  
 SK0479_PROJECTION: FLUSH
 SK0479_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0479+STABILITY: SURFACE MOTION
 SK0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0479+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 SK0479
 SK0479  HISTORY     - Date     Condition        Report By
 SK0479  HISTORY     - 1967     MONUMENTED       MNHD
 SK0479  HISTORY     - 1980     GOOD             NGS
 SK0479  HISTORY     - 20061025 GOOD             MNDT
 SK0479
 SK0479                          STATION DESCRIPTION
 SK0479
 SK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0479'10.5 KM (6.5 MI) NE FROM BEMIDJI.
 SK0479'0.2 KM (0.1 MI) EAST ALONG SIXTH STREET FROM THE COURTHOUSE, IN
 SK0479'BEMIDJI, THENCE 1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 2, THENCE
 SK0479'8.4 KM (5.2 MI) NORTH-NORTHEAST ALONG COUNTY ROAD 21 (OLD U.S. HIGHWAY
 SK0479'71), AT THE JUNCTION OF AN ASPHALT ROAD LEADING SOUTH, 43.5 METERS
 SK0479'(143 FT) SOUTHEAST OF THE CENTERLINE OF THE COUNTY ROAD, 10.8 METERS
 SK0479'(35.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ASPHALT ROAD,
 SK0479'10.7 METERS (35.0 FT) NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 SK0479'44.8 METERS (147 FT) EAST OF A TELEPHONE JUNCTION BOX, 21.8 METERS
 SK0479'(71.5 FT) SOUTH-SOUTHEAST OF HIGH TENSION POWERLINE POLE NUMBER 29,
 SK0479'1.0 METER (3.3 FT) WEST OF A PIPE RIGHT-OF-WAY MARKER.
 SK0479'THE MARK IS 0.15 METERS  NNW FROM A WITNESS POST.
 SK0479'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
 SK0479
 SK0479                          STATION RECOVERY (2006)
 SK0479
 SK0479'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKH)
 SK0479'6.5 MILES NORTHEAST OF BEMIDJI, 5.2 MILES NORTHEAST OF OLD NORTH
 SK0479'JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71, IN TRIANGLE AT
 SK0479'JUNCTION OF COUNTY ROAD 21 AND NORTH-SOUTH ASPHALT ROAD AND EAST-WEST
 SK0479'GRAVEL ROAD, 143 FEET SOUTHEAST OF COUNTY ROAD 21, 33 FEET SOUTH OF
 SK0479'SUMAC ROAD NORTHEAST, 36.5 FEET WEST OF COUNTRY CLUB ROAD
 SK0479'NORTHEAST,147 FEET EAST OF TELEPHONE JUNCTION BOX, 71.5 FEET
 SK0479'SOUTH-SOUTHWEST OF POWER POLE 29, 3.3 FEET WEST OF RIGHT OF WAY PIPE,
 SK0479'1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0476 ***********************************************************************
 SK0476  DESIGNATION -  0410 G RESET
 SK0476  PID         -  SK0476
 SK0476  STATE/COUNTY-  MN/BELTRAMI
 SK0476  COUNTRY     -  US
 SK0476  USGS QUAD   -  TURTLE RIVER (1994)
 SK0476
 SK0476                         *CURRENT SURVEY CONTROL
 SK0476  ______________________________________________________________________
 SK0476* NAD 83(1986) POSITION- 47 34 10.     (N) 094 49 04.     (W)   SCALED    
 SK0476* NAVD 88 ORTHO HEIGHT -   424.702  (meters)    1393.38  (feet) ADJUSTED  
 SK0476  ______________________________________________________________________
 SK0476  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 SK0476  DYNAMIC HEIGHT  -        424.751 (meters)     1393.54  (feet) COMP
 SK0476  MODELED GRAVITY -    980,713.1   (mgal)                       NAVD 88
 SK0476
 SK0476  VERT ORDER      -  FIRST     CLASS II
 SK0476
 SK0476.The horizontal coordinates were scaled from a topographic map and have
 SK0476.an estimated accuracy of +/- 6 seconds.
 SK0476.
 SK0476.The orthometric height was determined by differential leveling and
 SK0476.adjusted in June 1991.
 SK0476
 SK0476.The dynamic height is computed by dividing the NAVD 88
 SK0476.geopotential number by the normal gravity value computed on the
 SK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0476.degrees latitude (g = 980.6199 gals.).
 SK0476
 SK0476.The modeled gravity was interpolated from observed gravity values.
 SK0476
 SK0476;                    North         East    Units  Estimated Accuracy
 SK0476;SPC MN N     -   220,330.      670,770.      MT  (+/- 180 meters Scaled)
 SK0476
 SK0476                          SUPERSEDED SURVEY CONTROL
 SK0476
 SK0476.No superseded survey control is available for this station.
 SK0476
 SK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN632700(NAD 83)
 SK0476
 SK0476_MARKER: DB = BENCH MARK DISK
 SK0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0476_SP_SET: CONCRETE POST
 SK0476_STAMPING: NO 0410 G 1929 ADJ RESET 1970
 SK0476_MARK LOGO: MNDT  
 SK0476_PROJECTION: FLUSH
 SK0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0476+STABILITY: SURFACE MOTION
 SK0476
 SK0476  HISTORY     - Date     Condition        Report By
 SK0476  HISTORY     - 1970     MONUMENTED       MNDT
 SK0476  HISTORY     - 1980     GOOD             NGS
 SK0476
 SK0476                          STATION DESCRIPTION
 SK0476
 SK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0476'13.0 KM (8.1 MI) NE FROM BEMIDJI.
 SK0476'0.2 KM (0.1 MI) EAST ALONG SIXTH STREET FROM THE COURTHOUSE IN
 SK0476'BEMIDJI, THENCE 1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 2, THENCE
 SK0476'10.9 KM (6.8 MI) NORTH-NORTHEAST ALONG COUNTY ROAD 21 (OLD U.S.
 SK0476'HIGHWAY 71), AT A GRAVEL ROAD LEADING EAST, 15.4 METERS (50.5 FT)
 SK0476'NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 9.1 METERS (30.0 FT)
 SK0476'SOUTHWEST OF A TELEPHONE JUNCTION BOX, 4.5 METERS (15.0 FT) WEST OF A
 SK0476'STEEL CULVERT UNDER THE GRAVEL ROAD, 7.5 METERS (24.5 FT) NORTHEAST OF
 SK0476'THE CENTERLINE OF THE GRAVEL ROAD, 0.5 METER (1.5 FT) SOUTHEAST OF A
 SK0476'FENCE.
 SK0476'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 SK0476'THE MARK IS 0.3 M BELOW THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0474 ***********************************************************************
 SK0474  DESIGNATION -  0410 H
 SK0474  PID         -  SK0474
 SK0474  STATE/COUNTY-  MN/BELTRAMI
 SK0474  COUNTRY     -  US
 SK0474  USGS QUAD   -  TURTLE RIVER (1994)
 SK0474
 SK0474                         *CURRENT SURVEY CONTROL
 SK0474  ______________________________________________________________________
 SK0474* NAD 83(1986) POSITION- 47 34 37.4    (N) 094 48 18.6    (W)   HD_HELD2  
 SK0474* NAVD 88 ORTHO HEIGHT -   428.364  (meters)    1405.39  (feet) ADJUSTED  
 SK0474  ______________________________________________________________________
 SK0474  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 SK0474  DYNAMIC HEIGHT  -        428.414 (meters)     1405.55  (feet) COMP
 SK0474  MODELED GRAVITY -    980,715.4   (mgal)                       NAVD 88
 SK0474
 SK0474  VERT ORDER      -  FIRST     CLASS II
 SK0474
 SK0474.The horizontal coordinates were established by autonomous hand held GPS
 SK0474.observations and have an estimated accuracy of +/- 10 meters.
 SK0474.
 SK0474.The orthometric height was determined by differential leveling and
 SK0474.adjusted in June 1991.
 SK0474
 SK0474.Photographs are available for this station.
 SK0474
 SK0474.The dynamic height is computed by dividing the NAVD 88
 SK0474.geopotential number by the normal gravity value computed on the
 SK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0474.degrees latitude (g = 980.6199 gals.).
 SK0474
 SK0474.The modeled gravity was interpolated from observed gravity values.
 SK0474
 SK0474;                    North         East    Units  Estimated Accuracy
 SK0474;SPC MN N     -   221,154.      671,736.      MT  (+/- 10 meters HH2 GPS)
 SK0474
 SK0474                          SUPERSEDED SURVEY CONTROL
 SK0474
 SK0474.No superseded survey control is available for this station.
 SK0474
 SK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6424770872(NAD 83)
 SK0474
 SK0474_MARKER: DB = BENCH MARK DISK
 SK0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0474_SP_SET: CONCRETE POST
 SK0474_STAMPING: 0410 H 1967
 SK0474_MARK LOGO: MNDT  
 SK0474_PROJECTION: FLUSH
 SK0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0474+STABILITY: SURFACE MOTION
 SK0474
 SK0474  HISTORY     - Date     Condition        Report By
 SK0474  HISTORY     - 1967     MONUMENTED       MNDT
 SK0474  HISTORY     - 1980     GOOD             NGS
 SK0474  HISTORY     - 20041029 GOOD             GEOCAC
 SK0474
 SK0474                          STATION DESCRIPTION
 SK0474
 SK0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0474'14.3 KM (8.9 MI) NE FROM BEMIDJI.
 SK0474'0.2 KM (0.1 MI) EAST ALONG SIXTH STREET FROM THE COURTHOUSE IN
 SK0474'BEMIDJI, THENCE 1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 2, THENCE
 SK0474'12.2 KM (7.6 MI) NORTH-NORTHEAST ALONG COUNTY ROAD 21 (OLD HIGHWAY
 SK0474'71), AT THE JUNCTION OF BELTRAMI LAKE FOREST ROAD LEADING NORTH,
 SK0474'44.2 METERS (145 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY
 SK0474'ROAD, 9.1 METERS (30.0 FT) EAST OF THE CENTER OF THE GRAVEL ROAD,
 SK0474'23.9 METERS (78.5 FT) NORTH OF A POST AND TELEPHONE JUNCTION BOX,
 SK0474'1.3 METERS (4.2 FT) WEST OF A FENCE.
 SK0474'THE MARK IS 0.14 METERS  SE FROM A WITNESS POST.
 SK0474'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 SK0474
 SK0474                          STATION RECOVERY (2004)
 SK0474
 SK0474'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0472 ***********************************************************************
 SK0472  DESIGNATION -  0410 I RESET
 SK0472  PID         -  SK0472
 SK0472  STATE/COUNTY-  MN/BELTRAMI
 SK0472  COUNTRY     -  US
 SK0472  USGS QUAD   -  TURTLE RIVER (1994)
 SK0472
 SK0472                         *CURRENT SURVEY CONTROL
 SK0472  ______________________________________________________________________
 SK0472* NAD 83(1986) POSITION- 47 35 09.     (N) 094 47 16.     (W)   SCALED    
 SK0472* NAVD 88 ORTHO HEIGHT -   413.644  (meters)    1357.10  (feet) ADJUSTED  
 SK0472  ______________________________________________________________________
 SK0472  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 SK0472  DYNAMIC HEIGHT  -        413.693 (meters)     1357.26  (feet) COMP
 SK0472  MODELED GRAVITY -    980,718.4   (mgal)                       NAVD 88
 SK0472
 SK0472  VERT ORDER      -  FIRST     CLASS II
 SK0472
 SK0472.The horizontal coordinates were scaled from a topographic map and have
 SK0472.an estimated accuracy of +/- 6 seconds.
 SK0472.
 SK0472.The orthometric height was determined by differential leveling and
 SK0472.adjusted in June 1991.
 SK0472
 SK0472.Photographs are available for this station.
 SK0472
 SK0472.The dynamic height is computed by dividing the NAVD 88
 SK0472.geopotential number by the normal gravity value computed on the
 SK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0472.degrees latitude (g = 980.6199 gals.).
 SK0472
 SK0472.The modeled gravity was interpolated from observed gravity values.
 SK0472
 SK0472;                    North         East    Units  Estimated Accuracy
 SK0472;SPC MN N     -   222,100.      673,070.      MT  (+/- 180 meters Scaled)
 SK0472
 SK0472                          SUPERSEDED SURVEY CONTROL
 SK0472
 SK0472.No superseded survey control is available for this station.
 SK0472
 SK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN655718(NAD 83)
 SK0472
 SK0472_MARKER: DB = BENCH MARK DISK
 SK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0472_SP_SET: CONCRETE POST
 SK0472_STAMPING: NO 0410 I 1929 ADJ RESET 1970
 SK0472_MARK LOGO: MNDT  
 SK0472_PROJECTION: FLUSH
 SK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0472+STABILITY: SURFACE MOTION
 SK0472
 SK0472  HISTORY     - Date     Condition        Report By
 SK0472  HISTORY     - 1970     MONUMENTED       MNDT
 SK0472  HISTORY     - 1980     GOOD             NGS
 SK0472  HISTORY     - 20041029 GOOD             GEOCAC
 SK0472
 SK0472                          STATION DESCRIPTION
 SK0472
 SK0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0472'16.0 KM (9.9 MI) NE FROM BEMIDJI.
 SK0472'0.2 KM (0.1 MI) EAST ALONG SIXTH STREET FROM THE COURTHOUSE IN
 SK0472'BEMIDJI, THENCE 1.9 KM (1.2 MI) NORTH ALONG U.S. HIGHWAY 2, THENCE
 SK0472'13.9 KM (8.65 MI) NORTH-NORTHEAST ALONG COUNTY ROAD 21 (OLD HIGHWAY
 SK0472'71), AT A SAND ROAD LEADING NORTH-NORTHWEST, 56.1 METERS (184 FT)
 SK0472'NORTH-NORTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 7.3 METERS
 SK0472'(24.0 FT) NORTHEAST OF THE CENTER OF THE SAND ROAD, 4.3 METERS
 SK0472'(14.0 FT) NORTH-NORTHWEST OF A TELEPHONE JUNCTION BOX, 2.7 METERS
 SK0472'(9.0 FT) WEST OF THE CENTER OF A CLUMP OF 5 BIRCH TREES.
 SK0472'THE MARK IS 0.15 METERS  S FROM A WITNESS POST.
 SK0472'THE MARK IS 0.9 M ABOVE THE SAND ROAD.
 SK0472
 SK0472                          STATION RECOVERY (2004)
 SK0472
 SK0472'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0472'MARK IS ABOUT 2 INCHES UNDER THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0325 ***********************************************************************
 SK0325  DESIGNATION -  0410 T
 SK0325  PID         -  SK0325
 SK0325  STATE/COUNTY-  MN/BELTRAMI
 SK0325  COUNTRY     -  US
 SK0325  USGS QUAD   -  BLACKDUCK (1996)
 SK0325
 SK0325                         *CURRENT SURVEY CONTROL
 SK0325  ______________________________________________________________________
 SK0325* NAD 83(1996) POSITION- 47 43 28.56666(N) 094 33 11.94786(W)   ADJUSTED  
 SK0325* NAVD 88 ORTHO HEIGHT -   420.015  (meters)    1378.00  (feet) ADJUSTED  
 SK0325  ______________________________________________________________________
 SK0325  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC09
 SK0325  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 SK0325  DYNAMIC HEIGHT  -        420.083 (meters)     1378.22  (feet) COMP
 SK0325  MODELED GRAVITY -    980,759.2   (mgal)                       NAVD 88
 SK0325
 SK0325  HORZ ORDER      -  SECOND
 SK0325  VERT ORDER      -  SECOND    CLASS I
 SK0325
 SK0325.The horizontal coordinates were established by classical geodetic methods
 SK0325.and adjusted by the National Geodetic Survey in March 1999.
 SK0325.
 SK0325.The orthometric height was determined by differential leveling and
 SK0325.adjusted in June 1991.
 SK0325
 SK0325.Photographs are available for this station.
 SK0325
 SK0325.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0325
 SK0325.The dynamic height is computed by dividing the NAVD 88
 SK0325.geopotential number by the normal gravity value computed on the
 SK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0325.degrees latitude (g = 980.6199 gals.).
 SK0325
 SK0325.The modeled gravity was interpolated from observed gravity values.
 SK0325
 SK0325. The following values were computed from the NAD 83(1996) position.
 SK0325
 SK0325;                    North         East     Units Scale Factor Converg.
 SK0325;SPC MN N     -   237,167.596   690,986.430   MT  0.99990468   -1 04 38.0
 SK0325;SPC MN N     -   778,107.35  2,267,011.31   sFT  0.99990468   -1 04 38.0
 SK0325;UTM  15      - 5,286,860.057   383,515.399   MT  0.99976674   -1 08 58.1
 SK0325
 SK0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0325!SPC MN N     -   0.99993857  x   0.99990468  =   0.99984326
 SK0325!UTM  15      -   0.99993857  x   0.99976674  =   0.99970533
 SK0325
 SK0325                          SUPERSEDED SURVEY CONTROL
 SK0325
 SK0325  NAD 83(1986)-  47 43 28.56377(N)    094 33 11.94827(W) AD(       ) 2
 SK0325  NGVD 29 (??/??/92)  419.693  (m)         1376.94   (f) ADJ UNCH    2 1
 SK0325
 SK0325.Superseded values are not recommended for survey control.
 SK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0325.See file dsdata.txt to determine how the superseded data were derived.
 SK0325
 SK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8351586860(NAD 83)
 SK0325
 SK0325_MARKER: DB = BENCH MARK DISK
 SK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SK0325_STAMPING: 0410 T 1967
 SK0325_MARK LOGO: MNHD  
 SK0325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0325+STABILITY: SURFACE MOTION
 SK0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0325+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 SK0325
 SK0325  HISTORY     - Date     Condition        Report By
 SK0325  HISTORY     - 1967     MONUMENTED       MNHD
 SK0325  HISTORY     - 1976     GOOD             MNDT
 SK0325  HISTORY     - 1980     POOR             NGS
 SK0325  HISTORY     - 1980     GOOD             MNDT
 SK0325  HISTORY     - 20031001 GOOD             MNDT
 SK0325
 SK0325                          STATION DESCRIPTION
 SK0325
 SK0325'DESCRIBED BY MN HIGHWAY DEPT 1967 (DKH)
 SK0325'THE STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF BLACKDUCK, IN
 SK0325'THE NE 1/4 OF SECTION 13, T149N, R31W, ON THE NORTHEAST RIGHT-OF-WAY
 SK0325'OF COUNTY ROAD 39.
 SK0325'
 SK0325'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK
 SK0325'HIGHWAY 71 IN BLACKDUCK, GO SOUTH ON TRUNK HIGHWAY 71 FOR 0.6 MILE TO
 SK0325'COUNTY ROAD 39 ON THE LEFT, TURN LEFT AND GO SOUTHEAST ON COUNTY ROAD
 SK0325'39 FOR 0.1 MILE TO MAIN STREET, AN ENTRANCE, AND THE STATION ON THE
 SK0325'LEFT.
 SK0325'
 SK0325'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 SK0325'STAMPED---0410 T 1967---, IS SET IN THE TOP OF A 6 FOOT LONG ROUND
 SK0325'PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 SK0325'AND ABOUT LEVEL WITH COUNTY ROAD 39.  THE MARK IS 44.7 FEET NORTHEAST
 SK0325'OF THE CENTERLINE OF COUNTY ROAD 39, 132 FEET SOUTHEAST OF THE
 SK0325'CENTERLINE OF MAIN STREET, 13 FEET NORTHWEST OF THE CENTER OF AN
 SK0325'ENTRANCE, AND 0.6 FOOT NORTHWEST OF A STEEL WITNESS POST.
 SK0325'
 SK0325'THIS STATION IS AN AZIMUTH MARK FOR STATION DONNA MNDT.
 SK0325
 SK0325                          STATION RECOVERY (1976)
 SK0325
 SK0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 SK0325'IN BLACKDUCK.
 SK0325'THE MARK IS LOCATED 0.65 MILE SOUTH AND SOUTHWEST ALONG TRUNK HIGHWAY
 SK0325'71 FROM THE JUNCTION OF TRUNK HIGHWAYS 71 AND 72 AT BLACKDUCK.  IT IS
 SK0325'NEAR THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 39.  IT IS AT
 SK0325'TRUNK HIGHWAY 71 MILEPOINT 336.5.  IT IS 125.0 FEET EAST OF THE
 SK0325'CENTERLINE OF TRUNK HIGHWAY 71, 47.0 FEET NORTH OF AND ABOUT LEVEL
 SK0325'WITH COUNTY ROAD 39, 86.5 FEET EAST-SOUTHEAST OF POWER POLE NUMBER 54,
 SK0325'AND 52.4 FEET WEST-NORTHWEST OF THE NORTH END OF A 4 FOOT BY 6 FOOT
 SK0325'(ARCH) CORRUGATED METAL CULVERT UNDER COUNTY ROAD 39.  IT IS SET IN
 SK0325'THE TOP OF A PRECAST CONCRETE MONUMENT (PRECAST) THAT PROJECT 2 INCHES
 SK0325'ABOVE THE SURFACE OF THE GROUND AND IS 0.6 FEET WEST OF A STEEL
 SK0325'WITNESS POST.  NW 1/4 SECTION 13, T 149 N., R 31 W.
 SK0325
 SK0325                          STATION RECOVERY (1980)
 SK0325
 SK0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0325'MARK RECOVERED IN POOR CONDITION.
 SK0325
 SK0325                          STATION RECOVERY (1980)
 SK0325
 SK0325'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 SK0325'RECOVERED IN GOOD CONDITION.
 SK0325
 SK0325                          STATION RECOVERY (2003)
 SK0325
 SK0325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0325'THE MARK WAS RECOVERED IN GOOD CONDITION. 132 FEET (40.2 M) SOUTHEAST
 SK0325'OF MAIN STREET, 13 FEET (4.0 M) NORTHWEST OF ENTRANCE, 0.6 FEET (18.3
 SK0325'CM) NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2894 ***********************************************************************
 DK2894  DESIGNATION -  0410 V
 DK2894  PID         -  DK2894
 DK2894  STATE/COUNTY-  MN/BELTRAMI
 DK2894  COUNTRY     -  US
 DK2894  USGS QUAD   -  PETERSON LAKE (1994)
 DK2894
 DK2894                         *CURRENT SURVEY CONTROL
 DK2894  ______________________________________________________________________
 DK2894* NAD 83(2007) POSITION- 47 30 44.69851(N) 094 54 20.04142(W)   ADJUSTED  
 DK2894* NAD 83(2007) ELLIP HT-   389.396 (meters)        (07/09/09)   ADJUSTED
 DK2894* NAD 83(2007) EPOCH   -  2002.00
 DK2894* NAVD 88 ORTHO HEIGHT -   417.5    (meters)    1370.    (feet) GPS OBS   
 DK2894  ______________________________________________________________________
 DK2894  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK2894  GEOID HEIGHT    -        -28.07  (meters)                     GEOID03
 DK2894  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DK2894  NAD 83(2007) X  -   -369,086.974 (meters)                     COMP
 DK2894  NAD 83(2007) Y  - -4,300,303.599 (meters)                     COMP
 DK2894  NAD 83(2007) Z  -  4,680,717.402 (meters)                     COMP
 DK2894  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 DK2894  HORZ ORDER      -  FIRST
 DK2894  ELLP ORDER      -  THIRD     CLASS I
 DK2894
 DK2894.The horizontal coordinates were established by GPS observations
 DK2894.and adjusted by the National Geodetic Survey in July 2009.
 DK2894
 DK2894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2894.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2894
 DK2894.The horizontal coordinates are valid at the epoch date displayed above
 DK2894.which is a decimal equivalence of Year/Month/Day.
 DK2894
 DK2894.The orthometric height was determined by GPS observations and a
 DK2894.high-resolution geoid model.
 DK2894
 DK2894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2894
 DK2894.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2894
 DK2894.The ellipsoidal height was determined by GPS observations
 DK2894.and is referenced to NAD 83.
 DK2894
 DK2894. The following values were computed from the NAD 83(2007) position.
 DK2894
 DK2894;                    North         East     Units Scale Factor Converg.
 DK2894;SPC MN N     -   214,141.693   664,017.647   MT  0.99991862   -1 20 18.0
 DK2894;SPC MN N     -   702,563.20  2,178,531.23   sFT  0.99991862   -1 20 18.0
 DK2894;UTM  15      - 5,263,869.387   356,521.332   MT  0.99985299   -1 24 19.6
 DK2894
 DK2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2894!SPC MN N     -   0.99993897  x   0.99991862  =   0.99985759
 DK2894!UTM  15      -   0.99993897  x   0.99985299  =   0.99979197
 DK2894
 DK2894:                Primary Azimuth Mark                     Grid Az
 DK2894:SPC MN N     -  0410 W                                   012 56 52.9
 DK2894:UTM  15      -  0410 W                                   013 00 54.5
 DK2894
 DK2894|---------------------------------------------------------------------|
 DK2894| PID    Reference Object                     Distance      Geod. Az  |
 DK2894|                                                           dddmmss.s |
 DK2894| DK2895 0410 W                              APPROX. 1.7 KM 0113634.9 |
 DK2894|---------------------------------------------------------------------|
 DK2894
 DK2894                          SUPERSEDED SURVEY CONTROL
 DK2894
 DK2894  NAD 83(1996)-  47 30 44.69830(N)    094 54 20.04129(W) AD(       ) 1
 DK2894  ELLIP H (01/10/08)  389.426  (m)                       GP(       ) 3 1
 DK2894
 DK2894.Superseded values are not recommended for survey control.
 DK2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2894.See file dsdata.txt to determine how the superseded data were derived.
 DK2894
 DK2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5652163869(NAD 83)
 DK2894
 DK2894_MARKER: DB = BENCH MARK DISK
 DK2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2894_STAMPING: 0410 V 1971
 DK2894_MARK LOGO: MNHD  
 DK2894_PROJECTION: PROJECTING 25 CENTIMETERS
 DK2894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2894+STABILITY: SURFACE MOTION
 DK2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2894+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DK2894
 DK2894  HISTORY     - Date     Condition        Report By
 DK2894  HISTORY     - 1971     MONUMENTED       MNHD
 DK2894
 DK2894                          STATION DESCRIPTION
 DK2894
 DK2894'DESCRIBED BY MN HIGHWAY DEPT 1971
 DK2894'1.5 MILES NORTHWEST OF BEMIDJI, 1.2 MILES NORTH ALONG TRUNK HIGHWAY 71
 DK2894'FROM JUNCTION TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 197.  AT TRUNK
 DK2894'HIGHWAY 71 MILEPOINT 313.6, 129.5 FEET EAST OF NORTH BOUND, 33 FEET
 DK2894'SOUTH OF FERN STREET, 1 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2895 ***********************************************************************
 DK2895  DESIGNATION -  0410 W
 DK2895  PID         -  DK2895
 DK2895  STATE/COUNTY-  MN/BELTRAMI
 DK2895  COUNTRY     -  US
 DK2895  USGS QUAD   -  PETERSON LAKE (1994)
 DK2895
 DK2895                         *CURRENT SURVEY CONTROL
 DK2895  ______________________________________________________________________
 DK2895* NAD 83(2007) POSITION- 47 31 37.18014(N) 094 54 04.12239(W)   ADJUSTED  
 DK2895* NAD 83(2007) ELLIP HT-   391.860 (meters)        (07/09/09)   ADJUSTED
 DK2895* NAD 83(2007) EPOCH   -  2002.00
 DK2895* NAVD 88 ORTHO HEIGHT -   420.0    (meters)    1378.    (feet) GPS OBS   
 DK2895  ______________________________________________________________________
 DK2895  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK2895  GEOID HEIGHT    -        -28.07  (meters)                     GEOID03
 DK2895  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DK2895  NAD 83(2007) X  -   -368,653.093 (meters)                     COMP
 DK2895  NAD 83(2007) Y  - -4,299,142.655 (meters)                     COMP
 DK2895  NAD 83(2007) Z  -  4,681,813.887 (meters)                     COMP
 DK2895  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC09
 DK2895  HORZ ORDER      -  FIRST
 DK2895  ELLP ORDER      -  THIRD     CLASS I
 DK2895
 DK2895.The horizontal coordinates were established by GPS observations
 DK2895.and adjusted by the National Geodetic Survey in July 2009.
 DK2895
 DK2895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2895.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2895
 DK2895.The horizontal coordinates are valid at the epoch date displayed above
 DK2895.which is a decimal equivalence of Year/Month/Day.
 DK2895
 DK2895.The orthometric height was determined by GPS observations and a
 DK2895.high-resolution geoid model.
 DK2895
 DK2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2895
 DK2895.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2895
 DK2895.The ellipsoidal height was determined by GPS observations
 DK2895.and is referenced to NAD 83.
 DK2895
 DK2895. The following values were computed from the NAD 83(2007) position.
 DK2895
 DK2895;                    North         East     Units Scale Factor Converg.
 DK2895;SPC MN N     -   215,754.173   664,388.376   MT  0.99991723   -1 20 06.2
 DK2895;SPC MN N     -   707,853.48  2,179,747.53   sFT  0.99991723   -1 20 06.2
 DK2895;UTM  15      - 5,265,481.324   356,893.931   MT  0.99985167   -1 24 09.0
 DK2895
 DK2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2895!SPC MN N     -   0.99993858  x   0.99991723  =   0.99985582
 DK2895!UTM  15      -   0.99993858  x   0.99985167  =   0.99979026
 DK2895
 DK2895:                Primary Azimuth Mark                     Grid Az
 DK2895:SPC MN N     -  0410 V                                   192 56 52.9
 DK2895:UTM  15      -  0410 V                                   193 00 55.7
 DK2895
 DK2895|---------------------------------------------------------------------|
 DK2895| PID    Reference Object                     Distance      Geod. Az  |
 DK2895|                                                           dddmmss.s |
 DK2895| DK2894 0410 V                              APPROX. 1.7 KM 1913646.7 |
 DK2895|---------------------------------------------------------------------|
 DK2895
 DK2895                          SUPERSEDED SURVEY CONTROL
 DK2895
 DK2895  NAD 83(1996)-  47 31 37.17995(N)    094 54 04.12230(W) AD(       ) 1
 DK2895  ELLIP H (01/10/08)  391.888  (m)                       GP(       ) 3 1
 DK2895
 DK2895.Superseded values are not recommended for survey control.
 DK2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2895.See file dsdata.txt to determine how the superseded data were derived.
 DK2895
 DK2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5689365481(NAD 83)
 DK2895
 DK2895_MARKER: DB = BENCH MARK DISK
 DK2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2895_STAMPING: 0410 W 1971
 DK2895_MARK LOGO: MNHD  
 DK2895_PROJECTION: FLUSH
 DK2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2895+STABILITY: SURFACE MOTION
 DK2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2895+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DK2895
 DK2895  HISTORY     - Date     Condition        Report By
 DK2895  HISTORY     - 1971     MONUMENTED       MNHD
 DK2895
 DK2895                          STATION DESCRIPTION
 DK2895
 DK2895'DESCRIBED BY MN HIGHWAY DEPT 1971
 DK2895'2 MILES NORTH OF BEMIDJI, 2.2 MILES NORTH ALONG TRUNK HIGHWAY 71 FROM
 DK2895'TRUNK HIGHWAY 197 IN WEST BEMIDJI, AT MILEPOINT 314.6, 122 FEET EAST
 DK2895'OF NORTHBOUND, 38 STREET NORTH BALSAM ROAD, 5.5 FEET NORTH OF UTILITY
 DK2895'POLE, 1 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1151 ***********************************************************************
 SK1151  DESIGNATION -  0411 A RESET
 SK1151  PID         -  SK1151
 SK1151  STATE/COUNTY-  MN/BELTRAMI
 SK1151  COUNTRY     -  US
 SK1151  USGS QUAD   -  BLACKDUCK (1996)
 SK1151
 SK1151                         *CURRENT SURVEY CONTROL
 SK1151  ______________________________________________________________________
 SK1151* NAD 83(1986) POSITION- 47 44 27.2    (N) 094 32 03.5    (W)   HD_HELD2  
 SK1151* NAVD 88 ORTHO HEIGHT -   430.38   (meters)    1412.0   (feet) RESET     
 SK1151  ______________________________________________________________________
 SK1151  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 SK1151  VERT ORDER      -  THIRD
 SK1151
 SK1151.The horizontal coordinates were established by autonomous hand held GPS
 SK1151.observations and have an estimated accuracy of +/- 10 meters.
 SK1151.
 SK1151.The orthometric height was computed from unverified reset data.
 SK1151
 SK1151.No vertical observational check was made to the station.
 SK1151
 SK1151;                    North         East    Units  Estimated Accuracy
 SK1151;SPC MN N     -   238,951.      692,446.      MT  (+/- 10 meters HH2 GPS)
 SK1151
 SK1151                          SUPERSEDED SURVEY CONTROL
 SK1151
 SK1151  NGVD 29 (04/14/03)  430.05   (m)         1410.9    (f) RESET       3  
 SK1151
 SK1151.Superseded values are not recommended for survey control.
 SK1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1151.See file dsdata.txt to determine how the superseded data were derived.
 SK1151
 SK1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8497788641(NAD 83)
 SK1151
 SK1151_MARKER: DD = SURVEY DISK
 SK1151_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1151_SP_SET: ALUMINUM ALLOY ROD
 SK1151_STAMPING: 0411 A RESET 1988
 SK1151_MARK LOGO: MNDT  
 SK1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1151
 SK1151  HISTORY     - Date     Condition        Report By
 SK1151  HISTORY     - 1988     MONUMENTED       MNDT
 SK1151
 SK1151                          STATION DESCRIPTION
 SK1151
 SK1151'DESCRIBED BY MN DEPT OF TRANSP 1988
 SK1151'1.05 MI NE FROM BLACKDUCK.
 SK1151'1.05 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION WITH
 SK1151'TRUNK HIGHWAY 72 IN BLACKDUCK, 12.6 MILES SOUTHWEST ALONG HIGHWAY 71
 SK1151'FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 (3 MILES SOUTHWEST OF
 SK1151'NORTHOME), AND IN THE NE 1/4 OF SECTION 7, 149N, R30W,   74
 SK1151'FEET LEFT (NORTH) OF THE CENTERLINE OF NEW HIGHWAY 71 AT ENGINEERING
 SK1151'STATION 310+25 AND MILEPOINT 338.05, 69.1 FEET SOUTHEAST OF THE
 SK1151'SOUTHEAST CORNER AND 89.7 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 SK1151'THE KINGDOM HALL CHURCH, AND 1 FOOT SOUTH OF A STEEL WITNESS POST.
 SK1151'THE MARK, IS FRICTION FITTED TO THE TOP OF A 3/4 INCH DIAMETER BY
 SK1151'23.5 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND THE
 SK1151'DISK AND THE TOP 1 FOOT OF THE ROD IS ENCASED IN A 6 INCH DIAMETER
 SK1151'PVC PIPE FILLED WITH ROCK, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1153 ***********************************************************************
 SK1153  DESIGNATION -  0411 D RESET
 SK1153  PID         -  SK1153
 SK1153  STATE/COUNTY-  MN/BELTRAMI
 SK1153  COUNTRY     -  US
 SK1153  USGS QUAD   -  FUNKLEY (1971)
 SK1153
 SK1153                         *CURRENT SURVEY CONTROL
 SK1153  ______________________________________________________________________
 SK1153* NAD 83(1986) POSITION- 47 45 24.     (N) 094 29 49.     (W)   SCALED    
 SK1153* NAVD 88 ORTHO HEIGHT -   422.52   (meters)    1386.2   (feet) RESET     
 SK1153  ______________________________________________________________________
 SK1153  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 SK1153  VERT ORDER      -  THIRD
 SK1153
 SK1153.The horizontal coordinates were scaled from a topographic map and have
 SK1153.an estimated accuracy of +/- 6 seconds.
 SK1153.
 SK1153.The orthometric height was computed from unverified reset data.
 SK1153
 SK1153.No vertical observational check was made to the station.
 SK1153
 SK1153.Photographs are available for this station.
 SK1153
 SK1153;                    North         East    Units  Estimated Accuracy
 SK1153;SPC MN N     -   240,650.      695,280.      MT  (+/- 180 meters Scaled)
 SK1153
 SK1153                          SUPERSEDED SURVEY CONTROL
 SK1153
 SK1153  NGVD 29 (04/14/03)  422.19   (m)         1385.1    (f) RESET       3  
 SK1153
 SK1153.Superseded values are not recommended for survey control.
 SK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1153.See file dsdata.txt to determine how the superseded data were derived.
 SK1153
 SK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN878903(NAD 83)
 SK1153
 SK1153_MARKER: DV = VERTICAL CONTROL DISK
 SK1153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1153_SP_SET: ALUMINUM ALLOY ROD
 SK1153_STAMPING: 0411 D RESET 1988
 SK1153_MARK LOGO: MNDT  
 SK1153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1153+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003
 SK1153
 SK1153  HISTORY     - Date     Condition        Report By
 SK1153  HISTORY     - 1988     MONUMENTED       MNDT
 SK1153  HISTORY     - 20030401 GOOD             MNDT
 SK1153  HISTORY     - 20030721 GOOD             MNDT
 SK1153
 SK1153                          STATION DESCRIPTION
 SK1153
 SK1153'DESCRIBED BY MN DEPT OF TRANSP 1988
 SK1153'2.25 MI NE FROM BLACKDUCK.
 SK1153'3.2 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM ITS
 SK1153'JUNCTION WITH TRUNK HIGHWAY 72 IN BLACKDUCK, 10.45 MILES SOUTHEAST
 SK1153'ALONG HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 (3 MILES
 SK1153'SOUTHWEST OF NORTHOME), AND IN THE NW 1/4 OF SECTION 4, T149N, R30W.
 SK1153'123 FEET LEFT (NORTH) OF AND ABOUT 7.5 FEET LOWER THAN NEW
 SK1153'HIGHWAY 71 CENTERLINE AT ENGINEERING STATION 421+26 (MILEPOINT 340.1),
 SK1153'IN THE SOUTH PART OF A LARGE HAY FIELD, AND 1 FOOT SOUTH OF A STEEL
 SK1153'WITNESS POST, IS FRICTION FITTED ON TOP OF A 3/4 INCH DIAMETER
 SK1153'BY 36.5 FOOT LONG ALUMINUM ALLOY ROD THAT IS DRIVEN TO REFUSAL.
 SK1153'THE DISK AND THE TOP FOOT OF THE ROD ARE ENCASED IN A 6 INCH DIAMETER
 SK1153'PVC PIPE FILLED WITH ROCK, AND FLUSH WITH THE GROUND.
 SK1153
 SK1153                          STATION RECOVERY (2003)
 SK1153
 SK1153'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK1153'THE MARK WAS RECOVERED 3.5 MI (5.6 KM) NE OF BLACKDUCK, AT TH 71 MP
 SK1153'340.1, 132.0 FT (40.2 M) NNW OF TH 71, 0.9 FT (27.4 CM) SE OF WITNESS
 SK1153'POST, RECESSED 3 INCHES, MAGNETIC.
 SK1153
 SK1153                          STATION RECOVERY (2003)
 SK1153
 SK1153'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 SK1153'THE MARK WAS RECOVERED IN GOOD CONDITION. 132.0 FEET (40.2 M)
 SK1153'NORTH-NORTHWEST OF TRUNK HIGHWAY 71, 0.9 FEET (27.4 CM) SOUTHEAST OF
 SK1153'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0085 ***********************************************************************
 SK0085  DESIGNATION -  0411 E
 SK0085  PID         -  SK0085
 SK0085  STATE/COUNTY-  MN/BELTRAMI
 SK0085  COUNTRY     -  US
 SK0085  USGS QUAD   -  FUNKLEY (1971)
 SK0085
 SK0085                         *CURRENT SURVEY CONTROL
 SK0085  ______________________________________________________________________
 SK0085* NAD 83(1986) POSITION- 47 46 01.01   (N) 094 27 56.60   (W)   HD_HELD1  
 SK0085* NAVD 88 ORTHO HEIGHT -   423.835  (meters)    1390.53  (feet) ADJUSTED  
 SK0085  ______________________________________________________________________
 SK0085  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 SK0085  DYNAMIC HEIGHT  -        423.900 (meters)     1390.75  (feet) COMP
 SK0085  MODELED GRAVITY -    980,750.3   (mgal)                       NAVD 88
 SK0085
 SK0085  VERT ORDER      -  FIRST     CLASS II
 SK0085
 SK0085.The horizontal coordinates were established by differentially corrected
 SK0085.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SK0085.
 SK0085.The orthometric height was determined by differential leveling and
 SK0085.adjusted in June 1991.
 SK0085
 SK0085.The dynamic height is computed by dividing the NAVD 88
 SK0085.geopotential number by the normal gravity value computed on the
 SK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0085.degrees latitude (g = 980.6199 gals.).
 SK0085
 SK0085.The modeled gravity was interpolated from observed gravity values.
 SK0085
 SK0085;                    North         East    Units  Estimated Accuracy
 SK0085;SPC MN N     -   241,754.8     697,639.5     MT  (+/- 3 meters HH1 GPS) 
 SK0085
 SK0085                          SUPERSEDED SURVEY CONTROL
 SK0085
 SK0085  NGVD 29 (??/??/92)  423.502  (m)         1389.44   (f) ADJ UNCH    1 2
 SK0085
 SK0085.Superseded values are not recommended for survey control.
 SK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0085.See file dsdata.txt to determine how the superseded data were derived.
 SK0085
 SK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9017391438(NAD 83)
 SK0085
 SK0085_MARKER: DV = VERTICAL CONTROL DISK
 SK0085_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0085_STAMPING: 0411 E 1976
 SK0085_MARK LOGO: MNDT  
 SK0085_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0085+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2003
 SK0085
 SK0085  HISTORY     - Date     Condition        Report By
 SK0085  HISTORY     - 1976     MONUMENTED       MNDT
 SK0085  HISTORY     - 1980     GOOD             NGS
 SK0085  HISTORY     - 20030515 GOOD             MNDT
 SK0085
 SK0085                          STATION DESCRIPTION
 SK0085
 SK0085'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0085'4.65 MI NE FROM BLACKDUCK.
 SK0085'THE MARK IS LOCATED 4.65 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0085'THE JUNCTION OF TRUNK HIGHWAYS 71 AND 72 AT BLACKDUCK.  IT IS ALSO
 SK0085'12.05 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE NORTH JUNCTION
 SK0085'OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 9.0 MILES SOUTHWEST ALONG
 SK0085'TRUNK HIGHWAY 71 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71.
 SK0085'IT IS AT TRUNK HIGHWAY 71 MILEPOINT 341.75.  IT IS 225.0 FEET
 SK0085'SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 71, 21.5 FEET SOUTHEAST
 SK0085'OF AND ABOUT 1 FOOT LOWER THAN THE SOUTHEAST RAIL OF THE BURLINGTON
 SK0085'NORTHERN RAILROAD, 13.0 FEET SOUTHWEST OF A CENTER OF A FIELD ROAD,
 SK0085'24.0 FEET SOUTH-SOUTHWEST OF A STOP SIGN POST AT A RAILROAD CROSSING,
 SK0085'AND 270.0 FEET NORTHEAST ALONG THE TRACKS FROM RAILROAD MILE POST
 SK0085'NUMBER 123.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 SK0085'CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER
 SK0085'BY 15 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT PROJECTS
 SK0085'2 INCHES ABOVE THE SURFACE OF THE GROUND.  NE 1/4 SECTION 34, T150N,
 SK0085'R30W.
 SK0085
 SK0085                          STATION RECOVERY (1980)
 SK0085
 SK0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0085'RECOVERED IN GOOD CONDITION.
 SK0085
 SK0085                          STATION RECOVERY (2003)
 SK0085
 SK0085'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0085'THE MARK WAS RECOVERED 4.6 MI (7.4 KM) NE OF JCT OF TH 71 AND TH 72 AT
 SK0085'BLACKDUCK, 225 FT (68.6 M) SE OF TH 71 AT MP 341.7, 13 FT (4.0 M) SW
 SK0085'OF FIELD ROAD, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1154 ***********************************************************************
 SK1154  DESIGNATION -  0411 F RESET
 SK1154  PID         -  SK1154
 SK1154  STATE/COUNTY-  MN/BELTRAMI
 SK1154  COUNTRY     -  US
 SK1154  USGS QUAD   -  FUNKLEY (1971)
 SK1154
 SK1154                         *CURRENT SURVEY CONTROL
 SK1154  ______________________________________________________________________
 SK1154* NAD 83(2007) POSITION- 47 46 24.69385(N) 094 27 15.00281(W)   ADJUSTED  
 SK1154* NAD 83(2007) ELLIP HT-   393.416 (meters)        (02/10/07)   ADJUSTED
 SK1154* NAD 83(2007) EPOCH   -  2002.00
 SK1154* NAVD 88 ORTHO HEIGHT -   421.62   (meters)    1383.3   (feet) RESET     
 SK1154  ______________________________________________________________________
 SK1154  NAD 83(2007) X  -   -333,530.366 (meters)                     COMP
 SK1154  NAD 83(2007) Y  - -4,281,691.302 (meters)                     COMP
 SK1154  NAD 83(2007) Z  -  4,700,281.194 (meters)                     COMP
 SK1154  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC09
 SK1154  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 SK1154  VERT ORDER      -  THIRD
 SK1154
 SK1154  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK1154  Type                                         Horiz  Ellip  Dist(km)
 SK1154  -------------------------------------------------------------------
 SK1154  NETWORK                                       1.65   1.20
 SK1154  -------------------------------------------------------------------
 SK1154  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.35   0.94      4.48
 SK1154  -------------------------------------------------------------------
 SK1154  NOTE: Click here for information on individual local accuracy
 SK1154  values and other accuracy information.
 SK1154
 SK1154
 SK1154.The horizontal coordinates were established by GPS observations
 SK1154.and adjusted by the National Geodetic Survey in February 2007.
 SK1154
 SK1154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK1154.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK1154
 SK1154.The horizontal coordinates are valid at the epoch date displayed above
 SK1154.which is a decimal equivalence of Year/Month/Day.
 SK1154
 SK1154.The orthometric height was computed from unverified reset data.
 SK1154
 SK1154.No vertical observational check was made to the station.
 SK1154
 SK1154.Photographs are available for this station.
 SK1154
 SK1154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1154
 SK1154.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK1154
 SK1154.The ellipsoidal height was determined by GPS observations
 SK1154.and is referenced to NAD 83.
 SK1154
 SK1154. The following values were computed from the NAD 83(2007) position.
 SK1154
 SK1154;                    North         East     Units Scale Factor Converg.
 SK1154;SPC MN N     -   242,470.838   698,518.277   MT  0.99990340   -1 00 13.4
 SK1154;SPC MN N     -   795,506.41  2,291,722.05   sFT  0.99990340   -1 00 13.4
 SK1154;UTM  15      - 5,292,152.954   391,052.856   MT  0.99974585   -1 04 36.9
 SK1154
 SK1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1154!SPC MN N     -   0.99993834  x   0.99990340  =   0.99984175
 SK1154!UTM  15      -   0.99993834  x   0.99974585  =   0.99968421
 SK1154
 SK1154                          SUPERSEDED SURVEY CONTROL
 SK1154
 SK1154  NAD 83(1996)-  47 46 24.69332(N)    094 27 15.00314(W) AD(       ) 1
 SK1154  ELLIP H (01/10/08)  393.414  (m)                       GP(       ) 3 1
 SK1154  NAD 83(1996)-  47 46 24.69398(N)    094 27 15.00262(W) AD(       ) 1
 SK1154  ELLIP H (11/24/03)  393.416  (m)                       GP(       ) 4 1
 SK1154  NAVD 88 (11/24/03)  421.6    (m)  GEOID99 model used   GPS OBS        
 SK1154  NGVD 29 (04/14/03)  421.29   (m)         1382.2    (f) RESET       3  
 SK1154
 SK1154.Superseded values are not recommended for survey control.
 SK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1154.See file dsdata.txt to determine how the superseded data were derived.
 SK1154
 SK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9105292152(NAD 83)
 SK1154
 SK1154_MARKER: DV = VERTICAL CONTROL DISK
 SK1154_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1154_SP_SET: ALUMINUM ALLOY ROD
 SK1154_STAMPING: 0411 F RESET 1988
 SK1154_MARK LOGO: MN-007
 SK1154_PROJECTION: RECESSED 3 CENTIMETERS
 SK1154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1154+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 SK1154_ROD/PIPE-DEPTH: 13.1 meters
 SK1154
 SK1154  HISTORY     - Date     Condition        Report By
 SK1154  HISTORY     - 1988     MONUMENTED       MN-007
 SK1154  HISTORY     - 20030507 GOOD             MNDT
 SK1154  HISTORY     - 20061107 GOOD             MNDT
 SK1154
 SK1154                          STATION DESCRIPTION
 SK1154
 SK1154'DESCRIBED BY BELTRAMI COUNTY MINNESOTA 1988
 SK1154'5.45 MI NE FROM BLACKDUCK.
 SK1154'5.45 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM ITS JUNCTION
 SK1154'WITH TRUNK HIGHWAY 72 IN BLACKDUCK, 8.2 MILES SOUTHEAST ALONG
 SK1154'HIGHWAY 71 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 (3 MILES SOUTHWEST
 SK1154'OF NORTHOME), AND IN THE SW 1/4 OF SECTION 26, T150N, R30W,
 SK1154'100 FEET NORTH OF AND 4.0 FEET LOWER THAN NEW HIGHWAY 71 CENTERLINE
 SK1154'AT ENGINEERING STATION 542+00 (MILEPOINT 342.4), IN THE SOUTH PART
 SK1154'OF A HAY FIELD, 560 FEET NORTHEAST ALONG HIGHWAY 71 FROM COUNTY ROAD
 SK1154'NUMBER 304, AND 1.0 FOOT SOUTHEAST OF A STEEL WITNESS POST, A MNDT
 SK1154'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT THAT IS FRICTION FITTED ON
 SK1154'TOP OF A 3/4 INCH DIAMETER BY 43.0 FOOT LONG ALUMINUM ALLOY ROD THAT
 SK1154'IS DRIVEN TO REFUSAL.  THE DISK AND THE TOP FOOT OF THE ROD ARE
 SK1154'ENCASED IN A 6 INCH DIAMETER PVC PIPE FILLED WITH ROCK, AND IS FLUSH
 SK1154'WITH THE SURFACE OF THE GROUND.
 SK1154
 SK1154                          STATION RECOVERY (2003)
 SK1154
 SK1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK1154'RECOVERED AS DESCRIBED, RECESSED 0.10 FT.
 SK1154
 SK1154                          STATION RECOVERY (2006)
 SK1154
 SK1154'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 SK1154'5.45 MILES NORTHEAST OF BLACKDUCK, 5.45 MILES NORTHEAST OF JUNCTION OF
 SK1154'TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 72, AT TRUNK HIGHWAY 71 MILEPOINT
 SK1154'342.4,100 FEET NORTHWEST OF TRUNK HIGHWAY 71, IN SOUTH PART OF FIELD,
 SK1154'560 FEET NORTHEAST ALONG TRUNK HIGHWAY 71 FROM COUNTY ROAD 304, 1.0
 SK1154'FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1369 ***********************************************************************
 TC1369  DESIGNATION -  0413 AA
 TC1369  PID         -  TC1369
 TC1369  STATE/COUNTY-  MN/BELTRAMI
 TC1369  COUNTRY     -  US
 TC1369  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1369
 TC1369                         *CURRENT SURVEY CONTROL
 TC1369  ______________________________________________________________________
 TC1369* NAD 83(1986) POSITION- 48 16 35.     (N) 094 33 15.     (W)   SCALED    
 TC1369* NAVD 88 ORTHO HEIGHT -   363.939  (meters)    1194.02  (feet) ADJUSTED  
 TC1369  ______________________________________________________________________
 TC1369  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 TC1369  DYNAMIC HEIGHT  -        364.015 (meters)     1194.27  (feet) COMP
 TC1369  MODELED GRAVITY -    980,808.0   (mgal)                       NAVD 88
 TC1369
 TC1369  VERT ORDER      -  SECOND    CLASS I
 TC1369
 TC1369.The horizontal coordinates were scaled from a topographic map and have
 TC1369.an estimated accuracy of +/- 6 seconds.
 TC1369.
 TC1369.The orthometric height was determined by differential leveling and
 TC1369.adjusted in June 1991.
 TC1369
 TC1369.The dynamic height is computed by dividing the NAVD 88
 TC1369.geopotential number by the normal gravity value computed on the
 TC1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1369.degrees latitude (g = 980.6199 gals.).
 TC1369
 TC1369.The modeled gravity was interpolated from observed gravity values.
 TC1369
 TC1369;                    North         East    Units  Estimated Accuracy
 TC1369;SPC MN N     -   298,510.      692,080.      MT  (+/- 180 meters Scaled)
 TC1369
 TC1369                          SUPERSEDED SURVEY CONTROL
 TC1369
 TC1369.No superseded survey control is available for this station.
 TC1369
 TC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846481(NAD 83)
 TC1369
 TC1369_MARKER: DV = VERTICAL CONTROL DISK
 TC1369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1369_SP_SET: ALUMINUM ALLOY ROD
 TC1369_STAMPING: 0413 AA 1983
 TC1369_MARK LOGO: MNDT  
 TC1369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1369+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 TC1369
 TC1369  HISTORY     - Date     Condition        Report By
 TC1369  HISTORY     - 1983     MONUMENTED       MNDT
 TC1369  HISTORY     - 20011030 GOOD             MNDT
 TC1369
 TC1369                          STATION DESCRIPTION
 TC1369
 TC1369'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1369'8 MI NORTH FROM WASKISH.
 TC1369'THE MARK IS LOCATED ABOUT 8 MILES NORTH OF THE TOWN OF WASKISH, IN
 TC1369'THE NE 1/4 OF SECTION 1, T155N, R31W, 7.9 MILES NORTH ALONG TRUNK
 TC1369'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1369'WASKISH OR 6.32 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH
 TC1369'BELTRAMI COUNTY LINE, 58.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1369'HIGHWAY 72 AT MILEPOINT 44.50, ABOUT 30 FEET NORTH OF A GROUP OF
 TC1369'POPLAR TREES, 10 FEET SOUTHEAST OF A LONE 3 INCH DIAMETER POPLAR
 TC1369'TREE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 TC1369'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413
 TC1369'AA 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 19 FOOT LONG
 TC1369'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 TC1369'ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE
 TC1369'DISK MAKES THE MARK MAGNETIC.
 TC1369
 TC1369                          STATION RECOVERY (2001)
 TC1369
 TC1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1369'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1371 ***********************************************************************
 TC1371  DESIGNATION -  0413 AB
 TC1371  PID         -  TC1371
 TC1371  STATE/COUNTY-  MN/BELTRAMI
 TC1371  COUNTRY     -  US
 TC1371  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1371
 TC1371                         *CURRENT SURVEY CONTROL
 TC1371  ______________________________________________________________________
 TC1371* NAD 83(1986) POSITION- 48 15 30.     (N) 094 33 15.     (W)   SCALED    
 TC1371* NAVD 88 ORTHO HEIGHT -   363.395  (meters)    1192.24  (feet) ADJUSTED  
 TC1371  ______________________________________________________________________
 TC1371  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1371  DYNAMIC HEIGHT  -        363.470 (meters)     1192.48  (feet) COMP
 TC1371  MODELED GRAVITY -    980,806.1   (mgal)                       NAVD 88
 TC1371
 TC1371  VERT ORDER      -  SECOND    CLASS I
 TC1371
 TC1371.The horizontal coordinates were scaled from a topographic map and have
 TC1371.an estimated accuracy of +/- 6 seconds.
 TC1371.
 TC1371.The orthometric height was determined by differential leveling and
 TC1371.adjusted in June 1991.
 TC1371
 TC1371.The dynamic height is computed by dividing the NAVD 88
 TC1371.geopotential number by the normal gravity value computed on the
 TC1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1371.degrees latitude (g = 980.6199 gals.).
 TC1371
 TC1371.The modeled gravity was interpolated from observed gravity values.
 TC1371
 TC1371;                    North         East    Units  Estimated Accuracy
 TC1371;SPC MN N     -   296,500.      692,040.      MT  (+/- 180 meters Scaled)
 TC1371
 TC1371                          SUPERSEDED SURVEY CONTROL
 TC1371
 TC1371.No superseded survey control is available for this station.
 TC1371
 TC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846461(NAD 83)
 TC1371
 TC1371_MARKER: DV = VERTICAL CONTROL DISK
 TC1371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1371_SP_SET: ALUMINUM ALLOY ROD
 TC1371_STAMPING: 0413 AB 1983
 TC1371_MARK LOGO: MNDT  
 TC1371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1371+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 TC1371
 TC1371  HISTORY     - Date     Condition        Report By
 TC1371  HISTORY     - 1983     MONUMENTED       MNDT
 TC1371  HISTORY     - 20011030 GOOD             MNDT
 TC1371
 TC1371                          STATION DESCRIPTION
 TC1371
 TC1371'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1371'6.7 MI NORTH FROM WASKISH.
 TC1371'THE MARK IS LOCATED ABOUT 6-3/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1371'NEAR THE EAST 1/4 OF SECTION 12, T155N, R31W, 6.7 MILES NORTH ALONG
 TC1371'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1371'RIVER AT WASKISH OR 7.55 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1371'NORTH BELTRAMI COUNTY LINE, 67.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1371'HIGHWAY 72 AT MILEPOINT 43.30 AND 1.0 FOOT EAST OF A STEEL WITNESS
 TC1371'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TC1371'DISK STAMPED---0413 AB 1983---, IS SET ON THE TOP OF A 3/4 INCH
 TC1371'DIAMETER BY 18 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 TC1371'SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK
 TC1371'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1371
 TC1371                          STATION RECOVERY (2001)
 TC1371
 TC1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1371'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1373 ***********************************************************************
 TC1373  DESIGNATION -  0413 AC
 TC1373  PID         -  TC1373
 TC1373  STATE/COUNTY-  MN/BELTRAMI
 TC1373  COUNTRY     -  US
 TC1373  USGS QUAD   -  WASKISH (1973)
 TC1373
 TC1373                         *CURRENT SURVEY CONTROL
 TC1373  ______________________________________________________________________
 TC1373* NAD 83(1986) POSITION- 48 14 38.     (N) 094 33 15.     (W)   SCALED    
 TC1373* NAVD 88 ORTHO HEIGHT -   362.683  (meters)    1189.90  (feet) ADJUSTED  
 TC1373  ______________________________________________________________________
 TC1373  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1373  DYNAMIC HEIGHT  -        362.757 (meters)     1190.15  (feet) COMP
 TC1373  MODELED GRAVITY -    980,804.6   (mgal)                       NAVD 88
 TC1373
 TC1373  VERT ORDER      -  SECOND    CLASS I
 TC1373
 TC1373.The horizontal coordinates were scaled from a topographic map and have
 TC1373.an estimated accuracy of +/- 6 seconds.
 TC1373.
 TC1373.The orthometric height was determined by differential leveling and
 TC1373.adjusted in June 1991.
 TC1373
 TC1373.The dynamic height is computed by dividing the NAVD 88
 TC1373.geopotential number by the normal gravity value computed on the
 TC1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1373.degrees latitude (g = 980.6199 gals.).
 TC1373
 TC1373.The modeled gravity was interpolated from observed gravity values.
 TC1373
 TC1373;                    North         East    Units  Estimated Accuracy
 TC1373;SPC MN N     -   294,890.      692,010.      MT  (+/- 180 meters Scaled)
 TC1373
 TC1373                          SUPERSEDED SURVEY CONTROL
 TC1373
 TC1373.No superseded survey control is available for this station.
 TC1373
 TC1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846445(NAD 83)
 TC1373
 TC1373_MARKER: DB = BENCH MARK DISK
 TC1373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1373_SP_SET: ALUMINUM ALLOY ROD
 TC1373_STAMPING: 0413 AC 1983
 TC1373_MARK LOGO: MNDT  
 TC1373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1373+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 TC1373
 TC1373  HISTORY     - Date     Condition        Report By
 TC1373  HISTORY     - 1983     MONUMENTED       MNDT
 TC1373  HISTORY     - 20011030 GOOD             MNDT
 TC1373
 TC1373                          STATION DESCRIPTION
 TC1373
 TC1373'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1373'5.7 MI NORTH FROM WASKISH.
 TC1373'THE MARK IS LOCATED ABOUT 5-3/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1373'NEAR THE EAST 1/4 OF SECTION 13, T155N, R31W, 5.7 MILES NORTH ALONG
 TC1373'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) AT WASKISH OR 8.55
 TC1373'MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH BELTRAMI COUNTY
 TC1373'LINE, 62.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1373'MILEPOINT 42.30 AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK,
 TC1373'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1373'STAMPED---0413 AC 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER
 TC1373'BY 16 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 TC1373'THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1373
 TC1373                          STATION RECOVERY (2001)
 TC1373
 TC1373'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1373'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1375 ***********************************************************************
 TC1375  DESIGNATION -  0413 AD
 TC1375  PID         -  TC1375
 TC1375  STATE/COUNTY-  MN/BELTRAMI
 TC1375  COUNTRY     -  US
 TC1375  USGS QUAD   -  WASKISH (1973)
 TC1375
 TC1375                         *CURRENT SURVEY CONTROL
 TC1375  ______________________________________________________________________
 TC1375* NAD 83(1986) POSITION- 48 13 37.6    (N) 094 33 14.0    (W)   HD_HELD2  
 TC1375* NAVD 88 ORTHO HEIGHT -   361.779  (meters)    1186.94  (feet) ADJUSTED  
 TC1375  ______________________________________________________________________
 TC1375  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 TC1375  DYNAMIC HEIGHT  -        361.852 (meters)     1187.18  (feet) COMP
 TC1375  MODELED GRAVITY -    980,802.6   (mgal)                       NAVD 88
 TC1375
 TC1375  VERT ORDER      -  SECOND    CLASS I
 TC1375
 TC1375.The horizontal coordinates were established by autonomous hand held GPS
 TC1375.observations and have an estimated accuracy of +/- 10 meters.
 TC1375.
 TC1375.The orthometric height was determined by differential leveling and
 TC1375.adjusted in June 1991.
 TC1375
 TC1375.The dynamic height is computed by dividing the NAVD 88
 TC1375.geopotential number by the normal gravity value computed on the
 TC1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1375.degrees latitude (g = 980.6199 gals.).
 TC1375
 TC1375.The modeled gravity was interpolated from observed gravity values.
 TC1375
 TC1375;                    North         East    Units  Estimated Accuracy
 TC1375;SPC MN N     -   293,027.      691,994.      MT  (+/- 10 meters HH2 GPS)
 TC1375
 TC1375                          SUPERSEDED SURVEY CONTROL
 TC1375
 TC1375.No superseded survey control is available for this station.
 TC1375
 TC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8459842710(NAD 83)
 TC1375
 TC1375_MARKER: DV = VERTICAL CONTROL DISK
 TC1375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1375_SP_SET: ALUMINUM ALLOY ROD
 TC1375_STAMPING: 0413 AD 1983
 TC1375_MARK LOGO: MNDT  
 TC1375_PROJECTION: PROJECTING 10 CENTIMETERS
 TC1375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1375+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2004
 TC1375_ROD/PIPE-DEPTH:  3.0 meters
 TC1375
 TC1375  HISTORY     - Date     Condition        Report By
 TC1375  HISTORY     - 1983     MONUMENTED       MNDT
 TC1375  HISTORY     - 20011030 GOOD             MNDT
 TC1375  HISTORY     - 20040728 GOOD             MNDT
 TC1375
 TC1375                          STATION DESCRIPTION
 TC1375
 TC1375'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1375'4.5 MI NORTH FROM WASKISH.
 TC1375'THE MARK IS LOCATED ABOUT 4-1/2 MILES NORTH OF THE TOWN OF WASKISH,
 TC1375'IN THE SE 1/4 OF SECTION 24, T155N, R31W, 4.5 MILES NORTH ALONG TRUNK
 TC1375'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1375'WASKISH OR 9.75 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH
 TC1375'BELTRAMI COUNTY LINE, 62.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1375'HIGHWAY 72 AT MILEPOINT 41.10 AND 1.0 FOOT EAST OF A STEEL WITNESS
 TC1375'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TC1375'DISK STAMPED---0413 AD 1983---, IS SET ON THE TOP OF A 3/4 INCH
 TC1375'DIAMETER BY 19 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 TC1375'SURFACE OF THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1375
 TC1375                          STATION RECOVERY (2001)
 TC1375
 TC1375'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1375'MARK WAS RECOVERED AS DESCRIBED.
 TC1375
 TC1375                          STATION RECOVERY (2004)
 TC1375
 TC1375'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 TC1375'4.5 MILES NORTH OF WASKISH, 4.5 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1375'04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 41.10, 62.0
 TC1375'FEET WEST OF TRUNK HIGHWAY 72, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1376 ***********************************************************************
 TC1376  DESIGNATION -  0413 AE
 TC1376  PID         -  TC1376
 TC1376  STATE/COUNTY-  MN/BELTRAMI
 TC1376  COUNTRY     -  US
 TC1376  USGS QUAD   -  WASKISH (1973)
 TC1376
 TC1376                         *CURRENT SURVEY CONTROL
 TC1376  ______________________________________________________________________
 TC1376* NAD 83(1986) POSITION- 48 13 00.9    (N) 094 33 14.0    (W)   HD_HELD2  
 TC1376* NAVD 88 ORTHO HEIGHT -   361.136  (meters)    1184.83  (feet) ADJUSTED  
 TC1376  ______________________________________________________________________
 TC1376  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 TC1376  DYNAMIC HEIGHT  -        361.208 (meters)     1185.06  (feet) COMP
 TC1376  MODELED GRAVITY -    980,801.6   (mgal)                       NAVD 88
 TC1376
 TC1376  VERT ORDER      -  SECOND    CLASS I
 TC1376
 TC1376.The horizontal coordinates were established by autonomous hand held GPS
 TC1376.observations and have an estimated accuracy of +/- 10 meters.
 TC1376.
 TC1376.The orthometric height was determined by differential leveling and
 TC1376.adjusted in June 1991.
 TC1376
 TC1376.Photographs are available for this station.
 TC1376
 TC1376.The dynamic height is computed by dividing the NAVD 88
 TC1376.geopotential number by the normal gravity value computed on the
 TC1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1376.degrees latitude (g = 980.6199 gals.).
 TC1376
 TC1376.The modeled gravity was interpolated from observed gravity values.
 TC1376
 TC1376;                    North         East    Units  Estimated Accuracy
 TC1376;SPC MN N     -   291,894.      691,973.      MT  (+/- 10 meters HH2 GPS)
 TC1376
 TC1376                          SUPERSEDED SURVEY CONTROL
 TC1376
 TC1376.No superseded survey control is available for this station.
 TC1376
 TC1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8457541577(NAD 83)
 TC1376
 TC1376_MARKER: DV = VERTICAL CONTROL DISK
 TC1376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1376_SP_SET: ALUMINUM ALLOY ROD
 TC1376_STAMPING: 0413 AE 1983
 TC1376_MARK LOGO: MNDT  
 TC1376_PROJECTION: FLUSH
 TC1376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1376+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 TC1376_ROD/PIPE-DEPTH:  3.0 meters
 TC1376
 TC1376  HISTORY     - Date     Condition        Report By
 TC1376  HISTORY     - 1983     MONUMENTED       MNDT
 TC1376  HISTORY     - 20011030 GOOD             MNDT
 TC1376  HISTORY     - 20020827 GOOD             MNDT
 TC1376  HISTORY     - 20030806 GOOD             MNDT
 TC1376
 TC1376                          STATION DESCRIPTION
 TC1376
 TC1376'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1376'3.95 MI NORTH FROM WASKISH.
 TC1376'THE MARK IS LOCATED ABOUT 4 MILES NORTH OF THE TOWN OF WASKISH, NEAR
 TC1376'THE EAST 1/4 OF SECTION 25, T155N, R31W, 3.95 MILES NORTH ALONG TRUNK
 TC1376'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER OR
 TC1376'10.3 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH BELTRAMI
 TC1376'COUNTY LINE, 72.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1376'MILEPOINT 40.55, ABOUT 150 FEET SOUTH OF THE EDGE OF A MOWED YARD, 32
 TC1376'FEET SOUTHEAST OF A POWER POLE, 4 FEET SOUTH OF A RIGHT-OF-WAY POST,
 TC1376'AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 TC1376'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AE 1983---, IS
 TC1376'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT LONG DRIVEN ALUMINUM
 TC1376'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  A MAGNET IN THE
 TC1376'DISK MAKES THE MARK MAGNETIC.
 TC1376
 TC1376                          STATION RECOVERY (2001)
 TC1376
 TC1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1376'MARK WAS RECOVERED AS DESCRIBED.
 TC1376
 TC1376                          STATION RECOVERY (2002)
 TC1376
 TC1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1376'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 TC1376'TH 72 MP 40.40, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO
 TC1376'TREES.  ROD DEPTH IS 10 FT.
 TC1376
 TC1376                          STATION RECOVERY (2003)
 TC1376
 TC1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TC1376'4 MILES NORTH OF WASKISH, 3.95 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1376'04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 40.40, 72.0
 TC1376'FEET WEST OF TRUNK HIGHWAY 72, 150 FEET SOUTH OF EDGE OF MOWED YARD,
 TC1376'32 FEET SOUTHEAST OF POWER POLE, 4 FEET SOUTH OF RIGHT OF WAY POST,
 TC1376'1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1378 ***********************************************************************
 TC1378  DESIGNATION -  0413 AF
 TC1378  PID         -  TC1378
 TC1378  STATE/COUNTY-  MN/BELTRAMI
 TC1378  COUNTRY     -  US
 TC1378  USGS QUAD   -  WASKISH (1973)
 TC1378
 TC1378                         *CURRENT SURVEY CONTROL
 TC1378  ______________________________________________________________________
 TC1378* NAD 83(1986) POSITION- 48 12 06.2    (N) 094 32 31.8    (W)   HD_HELD2  
 TC1378* NAVD 88 ORTHO HEIGHT -   359.778  (meters)    1180.37  (feet) ADJUSTED  
 TC1378  ______________________________________________________________________
 TC1378  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1378  DYNAMIC HEIGHT  -        359.849 (meters)     1180.60  (feet) COMP
 TC1378  MODELED GRAVITY -    980,800.0   (mgal)                       NAVD 88
 TC1378
 TC1378  VERT ORDER      -  SECOND    CLASS I
 TC1378
 TC1378.The horizontal coordinates were established by autonomous hand held GPS
 TC1378.observations and have an estimated accuracy of +/- 10 meters.
 TC1378.
 TC1378.The orthometric height was determined by differential leveling and
 TC1378.adjusted in June 1991.
 TC1378
 TC1378.Photographs are available for this station.
 TC1378
 TC1378.The dynamic height is computed by dividing the NAVD 88
 TC1378.geopotential number by the normal gravity value computed on the
 TC1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1378.degrees latitude (g = 980.6199 gals.).
 TC1378
 TC1378.The modeled gravity was interpolated from observed gravity values.
 TC1378
 TC1378;                    North         East    Units  Estimated Accuracy
 TC1378;SPC MN N     -   290,189.      692,812.      MT  (+/- 10 meters HH2 GPS)
 TC1378
 TC1378                          SUPERSEDED SURVEY CONTROL
 TC1378
 TC1378.No superseded survey control is available for this station.
 TC1378
 TC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8541239870(NAD 83)
 TC1378
 TC1378_MARKER: DV = VERTICAL CONTROL DISK
 TC1378_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1378_SP_SET: ALUMINUM ALLOY ROD
 TC1378_STAMPING: 0413 AF 1983
 TC1378_MARK LOGO: MNDT  
 TC1378_PROJECTION: FLUSH
 TC1378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1378+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1378_ROD/PIPE-DEPTH:  3.4 meters
 TC1378
 TC1378  HISTORY     - Date     Condition        Report By
 TC1378  HISTORY     - 1983     MONUMENTED       MNDT
 TC1378  HISTORY     - 20011030 GOOD             MNDT
 TC1378  HISTORY     - 20030910 GOOD             MNDT
 TC1378
 TC1378                          STATION DESCRIPTION
 TC1378
 TC1378'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1378'2.5 MI NORTH FROM WASKISH.
 TC1378'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE TOWN OF WASKISH,
 TC1378'NEAR THE CENTER OF SECTION 31, T155N, R30W, 2.45 MILES NORTH ALONG
 TC1378'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1378'RIVER AT WASKISH, 74.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1378'72 AT MILEPOINT 39.05, 22 FEET FROM THE CENTER OF AN ENTRANCE EAST,
 TC1378'AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 TC1378'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AF 1983---, IS
 TC1378'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 11 FOOT LONG DRIVEN ALUMINUM
 TC1378'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 6 FEET
 TC1378'BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE
 TC1378'MARK MAGNETIC.
 TC1378
 TC1378                          STATION RECOVERY (2001)
 TC1378
 TC1378'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1378'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TC1378
 TC1378                          STATION RECOVERY (2003)
 TC1378
 TC1378'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1378'2.5 MILES NORTH OF WASKISH, 2.45 MILES NORTH OF TRUNK HIGHWAY 72
 TC1378'BRIDGE 04002 OVER TAMARAC RIVER, 74.0 FEET EAST OF TRUNK HIGHWAY 72,
 TC1378'22 FEET EAST OF ENTRANCE, 1.0 FEET WEST OF WITNESS POST, AT TRUNK
 TC1378'HIGHWAY 72 MILEPOINT 39.05
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1379 ***********************************************************************
 TC1379  DESIGNATION -  0413 AG
 TC1379  PID         -  TC1379
 TC1379  STATE/COUNTY-  MN/BELTRAMI
 TC1379  COUNTRY     -  US
 TC1379  USGS QUAD   -  WASKISH (1973)
 TC1379
 TC1379                         *CURRENT SURVEY CONTROL
 TC1379  ______________________________________________________________________
 TC1379* NAD 83(1986) POSITION- 48 11 38.7    (N) 094 31 19.5    (W)   HD_HELD2  
 TC1379* NAVD 88 ORTHO HEIGHT -   359.787  (meters)    1180.40  (feet) ADJUSTED  
 TC1379  ______________________________________________________________________
 TC1379  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1379  DYNAMIC HEIGHT  -        359.859 (meters)     1180.64  (feet) COMP
 TC1379  MODELED GRAVITY -    980,799.3   (mgal)                       NAVD 88
 TC1379
 TC1379  VERT ORDER      -  SECOND    CLASS I
 TC1379
 TC1379.The horizontal coordinates were established by autonomous hand held GPS
 TC1379.observations and have an estimated accuracy of +/- 10 meters.
 TC1379.
 TC1379.The orthometric height was determined by differential leveling and
 TC1379.adjusted in June 1991.
 TC1379
 TC1379.Photographs are available for this station.
 TC1379
 TC1379.The dynamic height is computed by dividing the NAVD 88
 TC1379.geopotential number by the normal gravity value computed on the
 TC1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1379.degrees latitude (g = 980.6199 gals.).
 TC1379
 TC1379.The modeled gravity was interpolated from observed gravity values.
 TC1379
 TC1379;                    North         East    Units  Estimated Accuracy
 TC1379;SPC MN N     -   289,312.      694,289.      MT  (+/- 10 meters HH2 GPS)
 TC1379
 TC1379                          SUPERSEDED SURVEY CONTROL
 TC1379
 TC1379.No superseded survey control is available for this station.
 TC1379
 TC1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8688738992(NAD 83)
 TC1379
 TC1379_MARKER: DV = VERTICAL CONTROL DISK
 TC1379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1379_SP_SET: ALUMINUM ALLOY ROD
 TC1379_STAMPING: 0413 AG 1983
 TC1379_MARK LOGO: MNDT  
 TC1379_PROJECTION: FLUSH
 TC1379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1379+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1379_ROD/PIPE-DEPTH:  5.5 meters
 TC1379
 TC1379  HISTORY     - Date     Condition        Report By
 TC1379  HISTORY     - 1983     MONUMENTED       MNDT
 TC1379  HISTORY     - 20011030 GOOD             MNDT
 TC1379  HISTORY     - 20030910 GOOD             MNDT
 TC1379
 TC1379                          STATION DESCRIPTION
 TC1379
 TC1379'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1379'1.4 MI NORTH FROM WASKISH.
 TC1379'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF WASKISH,
 TC1379'NEAR THE SOUTH 1/4 OF SECTION 32, T155N, R30W, 1.4 MILES NORTH ALONG
 TC1379'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1379'RIVER AT WASKISH, 74.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1379'72 AT MILEPOINT 38.0, 33 FEET SOUTH OF THE CENTER OF AN ENTRANCE
 TC1379'EAST, 10 FEET NORTH OF A 10 INCH DIAMETER CEDAR TREE, AND 1.0 FOOT
 TC1379'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 TC1379'VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AG 1983---, IS SET ON
 TC1379'THE TOP OF A 3/4 INCH DIAMETER BY 18 FOOT LONG DRIVEN ALUMINUM ROD
 TC1379'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 6 FEET BELOW
 TC1379'THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK
 TC1379'MAGNETIC.
 TC1379
 TC1379                          STATION RECOVERY (2001)
 TC1379
 TC1379'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1379'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 TC1379'TH 72 MP 38.0.
 TC1379
 TC1379                          STATION RECOVERY (2003)
 TC1379
 TC1379'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1379'1.5 MILES NORTH OF WASKISH, 1.4 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1379'04002 OVER TAMARAC RIVER, 74.0 FEET EAST-NORTHEAST OF TRUNK HIGHWAY
 TC1379'72, 33 FEET SOUTH OF ENTRANCE EAST, 10 FEET NORTH OF 10 INCH CEDAR
 TC1379'TREE, 1.0 FEET WEST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT
 TC1379'38.0, FLUSH, MAGNETIC AND NOT SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6802 ***********************************************************************
 DF6802  DESIGNATION -  0413 AG 1
 DF6802  PID         -  DF6802
 DF6802  STATE/COUNTY-  MN/BELTRAMI
 DF6802  COUNTRY     -  US
 DF6802  USGS QUAD   -  WASKISH (1973)
 DF6802
 DF6802                         *CURRENT SURVEY CONTROL
 DF6802  ______________________________________________________________________
 DF6802* NAD 83(1986) POSITION- 48 12 26.     (N) 094 30 36.     (W)   SCALED    
 DF6802* NAVD 88 ORTHO HEIGHT -   362.446  (meters)    1189.12  (feet) ADJUSTED  
 DF6802  ______________________________________________________________________
 DF6802  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 DF6802  DYNAMIC HEIGHT  -        362.519 (meters)     1189.36  (feet) COMP
 DF6802  MODELED GRAVITY -    980,801.0   (mgal)                       NAVD 88
 DF6802
 DF6802  VERT ORDER      -  SECOND    CLASS I
 DF6802
 DF6802.The horizontal coordinates were scaled from a topographic map and have
 DF6802.an estimated accuracy of +/- 6 seconds.
 DF6802.
 DF6802.The orthometric height was determined by differential leveling and
 DF6802.adjusted in April 2004.
 DF6802
 DF6802.No vertical observational check was made to the station.
 DF6802
 DF6802.The dynamic height is computed by dividing the NAVD 88
 DF6802.geopotential number by the normal gravity value computed on the
 DF6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6802.degrees latitude (g = 980.6199 gals.).
 DF6802
 DF6802.The modeled gravity was interpolated from observed gravity values.
 DF6802
 DF6802;                    North         East    Units  Estimated Accuracy
 DF6802;SPC MN N     -   290,760.      695,210.      MT  (+/- 180 meters Scaled)
 DF6802
 DF6802                          SUPERSEDED SURVEY CONTROL
 DF6802
 DF6802.No superseded survey control is available for this station.
 DF6802
 DF6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP878404(NAD 83)
 DF6802
 DF6802_MARKER: DD = SURVEY DISK
 DF6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6802_STAMPING: 0413 AG 1 2001
 DF6802_MARK LOGO: MNDT  
 DF6802_PROJECTION: RECESSED 1 CENTIMETERS
 DF6802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6802+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6802_ROD/PIPE-DEPTH: 2.7  meters
 DF6802
 DF6802  HISTORY     - Date     Condition        Report By
 DF6802  HISTORY     - 2001     MONUMENTED       MNDT
 DF6802
 DF6802                          STATION DESCRIPTION
 DF6802
 DF6802'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF6802'THE MARK IS 3 MI (4.8 KM) NORTH OF WASKISH, 0.15 MI (0.24 KM) EAST
 DF6802'ALONG TH 72 FROM JCT OF CO RD 40 AND TH 72 IN WASKISH TO TH 72 MP
 DF6802'36.65, THENCE 2.2 MI (3.5 KM) NORTH ON CO RD 40, 74.7 FT (22.8 M)
 DF6802'SOUTH OF CO RD 40, 55 FT (16.8 M) EAST OF CO RD 40, 4.3 FT (1.3 M)
 DF6802'SOUTH OF P-POLE, 87.8 FT (26.8 M) EAST OF CABLE PEDESTAL NUMBER A25,
 DF6802'2.6 FT (0.8 M) NORTH OF WIT POST, PROJECTS 1 INCH, AND SUITABLE FOR
 DF6802'GPS.  ROD DRIVEN TO REFUSAL.  MARK IS AT BEND OF CO RD 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6804 ***********************************************************************
 DF6804  DESIGNATION -  0413 AG 3
 DF6804  PID         -  DF6804
 DF6804  STATE/COUNTY-  MN/BELTRAMI
 DF6804  COUNTRY     -  US
 DF6804  USGS QUAD   -  NORMAN LAKE (1973)
 DF6804
 DF6804                         *CURRENT SURVEY CONTROL
 DF6804  ______________________________________________________________________
 DF6804* NAD 83(1986) POSITION- 48 12 26.     (N) 094 28 54.     (W)   SCALED    
 DF6804* NAVD 88 ORTHO HEIGHT -   363.871  (meters)    1193.80  (feet) ADJUSTED  
 DF6804  ______________________________________________________________________
 DF6804  GEOID HEIGHT    -        -28.61  (meters)                     GEOID09
 DF6804  DYNAMIC HEIGHT  -        363.944 (meters)     1194.04  (feet) COMP
 DF6804  MODELED GRAVITY -    980,801.1   (mgal)                       NAVD 88
 DF6804
 DF6804  VERT ORDER      -  SECOND    CLASS I
 DF6804
 DF6804.The horizontal coordinates were scaled from a topographic map and have
 DF6804.an estimated accuracy of +/- 6 seconds.
 DF6804.
 DF6804.The orthometric height was determined by differential leveling and
 DF6804.adjusted in April 2004.
 DF6804
 DF6804.No vertical observational check was made to the station.
 DF6804
 DF6804.The dynamic height is computed by dividing the NAVD 88
 DF6804.geopotential number by the normal gravity value computed on the
 DF6804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6804.degrees latitude (g = 980.6199 gals.).
 DF6804
 DF6804.The modeled gravity was interpolated from observed gravity values.
 DF6804
 DF6804;                    North         East    Units  Estimated Accuracy
 DF6804;SPC MN N     -   290,720.      697,320.      MT  (+/- 180 meters Scaled)
 DF6804
 DF6804                          SUPERSEDED SURVEY CONTROL
 DF6804
 DF6804.No superseded survey control is available for this station.
 DF6804
 DF6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP899403(NAD 83)
 DF6804
 DF6804_MARKER: DD = SURVEY DISK
 DF6804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6804_STAMPING: 0413 AG 3 2001
 DF6804_MARK LOGO: MNDT  
 DF6804_PROJECTION: RECESSED 3 CENTIMETERS
 DF6804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6804+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6804_ROD/PIPE-DEPTH:  3.0 meters
 DF6804
 DF6804  HISTORY     - Date     Condition        Report By
 DF6804  HISTORY     - 2001     MONUMENTED       MNDT
 DF6804
 DF6804                          STATION DESCRIPTION
 DF6804
 DF6804'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF6804'THE MARK IS 3 MI (4.8 KM) NE OF WASKISH, 0.15 MI (0.24 KM) EAST ALONG
 DF6804'CO RD 40 FROM JCT OF CO RD 40 AND TH 72 IN WASKISH TO TH 72 MP 36.65
 DF6804'THENCE 3.5 MI (5.6 KM) NORTH AND EAST ON CO RD 40, 58 FT (17.7 M)
 DF6804'NORTH OF CO RD 40, 12 FT (3.7 M) WEST OF ENT, 2.6 FT (0.8 M) SW OF
 DF6804'FENCE COR, 2.1 FT (0.6 M) SW OF WIT POST, MAGNETIC, RECESSED 1 INCH,
 DF6804'AND SUITABLE FOR GPS.  ROD DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1380 ***********************************************************************
 TC1380  DESIGNATION -  0413 AH
 TC1380  PID         -  TC1380
 TC1380  STATE/COUNTY-  MN/BELTRAMI
 TC1380  COUNTRY     -  US
 TC1380  USGS QUAD   -  WASKISH (1973)
 TC1380
 TC1380                         *CURRENT SURVEY CONTROL
 TC1380  ______________________________________________________________________
 TC1380* NAD 83(1986) POSITION- 48 11 09.1    (N) 094 30 58.6    (W)   SCALED    
 TC1380* NAVD 88 ORTHO HEIGHT -   359.161  (meters)    1178.35  (feet) ADJUSTED  
 TC1380  ______________________________________________________________________
 TC1380  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1380  DYNAMIC HEIGHT  -        359.231 (meters)     1178.58  (feet) COMP
 TC1380  MODELED GRAVITY -    980,798.2   (mgal)                       NAVD 88
 TC1380
 TC1380  VERT ORDER      -  SECOND    CLASS I
 TC1380
 TC1380.The horizontal coordinates were scaled from a topographic map and have
 TC1380.an estimated accuracy of +/- 6 seconds.
 TC1380.
 TC1380.The orthometric height was determined by differential leveling and
 TC1380.adjusted in June 1991.
 TC1380
 TC1380.Photographs are available for this station.
 TC1380
 TC1380.The dynamic height is computed by dividing the NAVD 88
 TC1380.geopotential number by the normal gravity value computed on the
 TC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1380.degrees latitude (g = 980.6199 gals.).
 TC1380
 TC1380.The modeled gravity was interpolated from observed gravity values.
 TC1380
 TC1380;                    North         East    Units  Estimated Accuracy
 TC1380;SPC MN N     -   288,390.      694,720.      MT  (+/- 180 meters Scaled)
 TC1380
 TC1380                          SUPERSEDED SURVEY CONTROL
 TC1380
 TC1380.No superseded survey control is available for this station.
 TC1380
 TC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8730038069(NAD 83)
 TC1380
 TC1380_MARKER: DV = VERTICAL CONTROL DISK
 TC1380_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1380_SP_SET: ALUMINUM ALLOY ROD
 TC1380_STAMPING: 0413 AH 1983
 TC1380_MARK LOGO: MNDT  
 TC1380_PROJECTION: PROJECTING 10 CENTIMETERS
 TC1380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1380+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1380_ROD/PIPE-DEPTH:  6.1 meters
 TC1380
 TC1380  HISTORY     - Date     Condition        Report By
 TC1380  HISTORY     - 1983     MONUMENTED       MNDT
 TC1380  HISTORY     - 20030910 GOOD             MNDT
 TC1380
 TC1380                          STATION DESCRIPTION
 TC1380
 TC1380'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1380'0.8 MI NORTH FROM WASKISH.
 TC1380'THE MARK IS LOCATED ABOUT 3/4 MILE NORTH OF THE TOWN OF WASKISH, IN
 TC1380'THE SE 1/4 OF SECTION 5, T154N, R30W, 0.8 MILE NORTHERLY ALONG TRUNK
 TC1380'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1380'WASKISH, 78.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1380'MILEPOINT 37.4, 19 FEET SOUTH OF THE CENTER OF AN ENTRANCE EAST, 2
 TC1380'FEET NORTH OF A TELEPHONE CABLE PEDESTAL, AND 1.0 FOOT WEST OF A
 TC1380'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1380'CONTROL MONUMENT DISK STAMPED---0413 AH 1983---, IS SET ON THE TOP OF
 TC1380'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1380'WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF
 TC1380'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1380
 TC1380                          STATION RECOVERY (2003)
 TC1380
 TC1380'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1380'0.75 MILES NORTH OF WASKISH, 0.8 MILES NORTH OF TRUNK HIGHWAY 72
 TC1380'BRIDGE 04002 OVER TAMARAC RIVER, 78.0 FEET EAST OF TRUNK HIGHWAY 72,
 TC1380'19 FEET SOUTH OF ENTRANCE EAST, 2 FEET NORTH OF TELEPHONE CABLE
 TC1380'PEDESTAL, 1.0 FEET WEST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT
 TC1380'37.4
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1384 ***********************************************************************
 TC1384  DESIGNATION -  0413 AJ
 TC1384  PID         -  TC1384
 TC1384  STATE/COUNTY-  MN/BELTRAMI
 TC1384  COUNTRY     -  US
 TC1384  USGS QUAD   -  WASKISH (1973)
 TC1384
 TC1384                         *CURRENT SURVEY CONTROL
 TC1384  ______________________________________________________________________
 TC1384* NAD 83(1986) POSITION- 48 10 04.9    (N) 094 30 44.8    (W)   HD_HELD2  
 TC1384* NAVD 88 ORTHO HEIGHT -   359.816  (meters)    1180.50  (feet) ADJUSTED  
 TC1384  ______________________________________________________________________
 TC1384  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1384  DYNAMIC HEIGHT  -        359.887 (meters)     1180.73  (feet) COMP
 TC1384  MODELED GRAVITY -    980,796.6   (mgal)                       NAVD 88
 TC1384
 TC1384  VERT ORDER      -  SECOND    CLASS I
 TC1384
 TC1384.The horizontal coordinates were established by autonomous hand held GPS
 TC1384.observations and have an estimated accuracy of +/- 10 meters.
 TC1384.
 TC1384.The orthometric height was determined by differential leveling and
 TC1384.adjusted in June 1991.
 TC1384
 TC1384.Photographs are available for this station.
 TC1384
 TC1384.The dynamic height is computed by dividing the NAVD 88
 TC1384.geopotential number by the normal gravity value computed on the
 TC1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1384.degrees latitude (g = 980.6199 gals.).
 TC1384
 TC1384.The modeled gravity was interpolated from observed gravity values.
 TC1384
 TC1384;                    North         East    Units  Estimated Accuracy
 TC1384;SPC MN N     -   286,402.      694,953.      MT  (+/- 10 meters HH2 GPS)
 TC1384
 TC1384                          SUPERSEDED SURVEY CONTROL
 TC1384
 TC1384.No superseded survey control is available for this station.
 TC1384
 TC1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8754636082(NAD 83)
 TC1384
 TC1384_MARKER: DV = VERTICAL CONTROL DISK
 TC1384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1384_SP_SET: SHALLOW SET METAL ROD
 TC1384_STAMPING: 0413 AJ 1983
 TC1384_MARK LOGO: MNDT  
 TC1384_PROJECTION: FLUSH
 TC1384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1384+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1384_ROD/PIPE-DEPTH:  2.4 meters
 TC1384
 TC1384  HISTORY     - Date     Condition        Report By
 TC1384  HISTORY     - 1983     MONUMENTED       MNDT
 TC1384  HISTORY     - 20030910 GOOD             MNDT
 TC1384
 TC1384                          STATION DESCRIPTION
 TC1384
 TC1384'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1384'0.5 MI SOUTH FROM WASKISH.
 TC1384'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF WASKISH, IN
 TC1384'THE SE 1/4 OF SECTION 8, T154N, R30W, 0.5 MILE SOUTH ALONG TRUNK
 TC1384'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1384'WASKISH, 75.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1384'MILEPOINT 36.1, 94 FEET NORTH OF THE CENTER OF THE NORTH ENTRANCE TO
 TC1384'THE BETHLEHEM LUTHERAN CHURCH, 16 FEET SOUTHWEST OF A 16 INCH
 TC1384'DIAMETER NORWAY PINE TREE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 TC1384'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 TC1384'STAMPED---0413 AJ 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 TC1384'BY 8 FOOT LONG COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH
 TC1384'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 72.
 TC1384
 TC1384                          STATION RECOVERY (2003)
 TC1384
 TC1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1384'0.5 MILES SOUTH OF WASKISH, 0.5 MILES SOUTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1384'04002 OVER TAMARAC RIVER, 75.0 FEET EAST OF TRUNK HIGHWAY 72, 94 FEET
 TC1384'NORTH OF NORTH ENTRANCE OF BETHLEHEM LUTHERAN CHURCH, 16 FEET
 TC1384'SOUTHWEST OF 16 INCH NORWAY PINE TREE, 1.0 FEET WEST OF WITNESS POST,
 TC1384'AT TRUNK HIGHWAY 72 MILEPOINT 36.1
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1385 ***********************************************************************
 TC1385  DESIGNATION -  0413 AK
 TC1385  PID         -  TC1385
 TC1385  STATE/COUNTY-  MN/BELTRAMI
 TC1385  COUNTRY     -  US
 TC1385  USGS QUAD   -  WASKISH (1973)
 TC1385
 TC1385                         *CURRENT SURVEY CONTROL
 TC1385  ______________________________________________________________________
 TC1385* NAD 83(2007) POSITION- 48 09 23.02232(N) 094 30 39.45045(W)   ADJUSTED  
 TC1385* NAD 83(2007) ELLIP HT-   330.212 (meters)        (02/10/07)   ADJUSTED
 TC1385* NAD 83(2007) EPOCH   -  2002.00
 TC1385* NAVD 88 ORTHO HEIGHT -   358.786  (meters)    1177.12  (feet) ADJUSTED  
 TC1385  ______________________________________________________________________
 TC1385  NAD 83(2007) X  -   -335,283.876 (meters)                     COMP
 TC1385  NAD 83(2007) Y  - -4,249,793.588 (meters)                     COMP
 TC1385  NAD 83(2007) Z  -  4,728,740.762 (meters)                     COMP
 TC1385  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC09
 TC1385  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 TC1385  DYNAMIC HEIGHT  -        358.856 (meters)     1177.35  (feet) COMP
 TC1385  MODELED GRAVITY -    980,795.3   (mgal)                       NAVD 88
 TC1385
 TC1385  VERT ORDER      -  SECOND    CLASS I
 TC1385
 TC1385  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1385  Type                                         Horiz  Ellip  Dist(km)
 TC1385  -------------------------------------------------------------------
 TC1385  NETWORK                                       0.54   0.63
 TC1385  -------------------------------------------------------------------
 TC1385  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.30   0.37      2.89
 TC1385  -------------------------------------------------------------------
 TC1385  NOTE: Click here for information on individual local accuracy
 TC1385  values and other accuracy information.
 TC1385
 TC1385
 TC1385.The horizontal coordinates were established by GPS observations
 TC1385.and adjusted by the National Geodetic Survey in February 2007.
 TC1385
 TC1385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1385.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1385
 TC1385.The horizontal coordinates are valid at the epoch date displayed above
 TC1385.which is a decimal equivalence of Year/Month/Day.
 TC1385
 TC1385.The orthometric height was determined by differential leveling and
 TC1385.adjusted in June 1991.
 TC1385
 TC1385.Photographs are available for this station.
 TC1385
 TC1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1385
 TC1385.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1385
 TC1385.The ellipsoidal height was determined by GPS observations
 TC1385.and is referenced to NAD 83.
 TC1385
 TC1385.The dynamic height is computed by dividing the NAVD 88
 TC1385.geopotential number by the normal gravity value computed on the
 TC1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1385.degrees latitude (g = 980.6199 gals.).
 TC1385
 TC1385.The modeled gravity was interpolated from observed gravity values.
 TC1385
 TC1385. The following values were computed from the NAD 83(2007) position.
 TC1385
 TC1385;                    North         East     Units Scale Factor Converg.
 TC1385;SPC MN N     -   285,106.987   695,039.746   MT  0.99991849   -1 02 45.0
 TC1385;SPC MN N     -   935,388.51  2,280,309.57   sFT  0.99991849   -1 02 45.0
 TC1385;UTM  15      - 5,334,787.025   387,631.791   MT  0.99975514   -1 07 32.6
 TC1385
 TC1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1385!SPC MN N     -   0.99994825  x   0.99991849  =   0.99986674
 TC1385!UTM  15      -   0.99994825  x   0.99975514  =   0.99970340
 TC1385
 TC1385|---------------------------------------------------------------------|
 TC1385| PID    Reference Object                     Distance      Geod. Az  |
 TC1385|                                                           dddmmss.s |
 TC1385| DG4788 KISHPORT                            177.925 METERS 24044     |
 TC1385|---------------------------------------------------------------------|
 TC1385
 TC1385                          SUPERSEDED SURVEY CONTROL
 TC1385
 TC1385  NAD 83(1996)-  48 09 23.02225(N)    094 30 39.45037(W) AD(       ) 1
 TC1385  ELLIP H (03/22/04)  330.216  (m)                       GP(       ) 3 2
 TC1385  NAVD 88 (03/22/04)  358.79   (m)         1177.1    (f) LEVELING    3  
 TC1385
 TC1385.Superseded values are not recommended for survey control.
 TC1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1385.See file dsdata.txt to determine how the superseded data were derived.
 TC1385
 TC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8763134787(NAD 83)
 TC1385
 TC1385_MARKER: DV = VERTICAL CONTROL DISK
 TC1385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1385_SP_SET: ALUMINUM ALLOY ROD
 TC1385_STAMPING: 0413 AK 1983
 TC1385_MARK LOGO: MNDT  
 TC1385_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1385+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 TC1385_ROD/PIPE-DEPTH:  5.8 meters
 TC1385
 TC1385  HISTORY     - Date     Condition        Report By
 TC1385  HISTORY     - 1983     MONUMENTED       MNDT
 TC1385  HISTORY     - 20030909 GOOD             MNDT
 TC1385
 TC1385                          STATION DESCRIPTION
 TC1385
 TC1385'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1385'1.25 MI SOUTH FROM WASKISH.
 TC1385'THE MARK IS LOCATED ABOUT 1-1/4 MILES SOUTH OF THE TOWN OF WASKISH,
 TC1385'NEAR THE EAST 1/4 OF SECTION 17, T154N, R30W, 1.25 MILES SOUTH ALONG
 TC1385'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1385'RIVER AT WASKISH, 71.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1385'72 AT MILEPOINT 35.35, 38 FEET NORTH OF THE CENTER OF THE AIRPORT
 TC1385'ROAD WEST, 11 FEET NORTHWEST OF A TELEPHONE CABLE PEDESTAL, AND 1.0
 TC1385'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 TC1385'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AK 1983---, IS
 TC1385'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 19 FOOT LONG DRIVEN ALUMINUM
 TC1385'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET
 TC1385'BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE
 TC1385'MARK MAGNETIC.
 TC1385
 TC1385                          STATION RECOVERY (2003)
 TC1385
 TC1385'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1385'1.25 MILES SOUTH OF WASKISH, 1.25 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1385'BRIDGE 04002 OVER TAMARAC RIVER, 71.0 FEET WEST OF TRUNK HIGHWAY 72,
 TC1385'38 FEET NORTH OF COUNTY ROAD 3 AND LOU RAYNE BEACH ROAD NE, 11 FEET
 TC1385'NORTHWEST OF TELEPHONE CABLE PEDESTAL NUMBER 2 ABC 1, 1.0 FEET EAST OF
 TC1385'WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 35.35
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1386 ***********************************************************************
 TC1386  DESIGNATION -  0413 AL
 TC1386  PID         -  TC1386
 TC1386  STATE/COUNTY-  MN/BELTRAMI
 TC1386  COUNTRY     -  US
 TC1386  USGS QUAD   -  WASKISH (1973)
 TC1386
 TC1386                         *CURRENT SURVEY CONTROL
 TC1386  ______________________________________________________________________
 TC1386* NAD 83(1986) POSITION- 48 08 49.6    (N) 094 30 38.2    (W)   HD_HELD2  
 TC1386* NAVD 88 ORTHO HEIGHT -   359.589  (meters)    1179.75  (feet) ADJUSTED  
 TC1386  ______________________________________________________________________
 TC1386  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 TC1386  DYNAMIC HEIGHT  -        359.658 (meters)     1179.98  (feet) COMP
 TC1386  MODELED GRAVITY -    980,794.3   (mgal)                       NAVD 88
 TC1386
 TC1386  VERT ORDER      -  SECOND    CLASS I
 TC1386
 TC1386.The horizontal coordinates were established by autonomous hand held GPS
 TC1386.observations and have an estimated accuracy of +/- 10 meters.
 TC1386.
 TC1386.The orthometric height was determined by differential leveling and
 TC1386.adjusted in June 1991.
 TC1386
 TC1386.Photographs are available for this station.
 TC1386
 TC1386.The dynamic height is computed by dividing the NAVD 88
 TC1386.geopotential number by the normal gravity value computed on the
 TC1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1386.degrees latitude (g = 980.6199 gals.).
 TC1386
 TC1386.The modeled gravity was interpolated from observed gravity values.
 TC1386
 TC1386;                    North         East    Units  Estimated Accuracy
 TC1386;SPC MN N     -   284,074.      695,047.      MT  (+/- 10 meters HH2 GPS)
 TC1386
 TC1386                          SUPERSEDED SURVEY CONTROL
 TC1386
 TC1386.No superseded survey control is available for this station.
 TC1386
 TC1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8763733754(NAD 83)
 TC1386
 TC1386_MARKER: DV = VERTICAL CONTROL DISK
 TC1386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1386_SP_SET: ALUMINUM ALLOY ROD
 TC1386_STAMPING: 0413 AL 1983
 TC1386_MARK LOGO: MNDT  
 TC1386_PROJECTION: PROJECTING 10 CENTIMETERS
 TC1386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1386+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1386_ROD/PIPE-DEPTH:  4.9 meters
 TC1386
 TC1386  HISTORY     - Date     Condition        Report By
 TC1386  HISTORY     - 1983     MONUMENTED       MNDT
 TC1386  HISTORY     - 20030910 GOOD             MNDT
 TC1386
 TC1386                          STATION DESCRIPTION
 TC1386
 TC1386'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1386'2 MI SOUTH FROM WASKISH.
 TC1386'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF WASKISH, IN
 TC1386'THE NE 1/4 OF SECTION 20, T154N, R30W, 1.95 MILES SOUTH ALONG TRUNK
 TC1386'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1386'WASKISH, 70.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1386'MILEPOINT 34.65 AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK,
 TC1386'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1386'STAMPED---0413 AL 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER
 TC1386'BY 16 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 TC1386'THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A
 TC1386'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1386
 TC1386                          STATION RECOVERY (2003)
 TC1386
 TC1386'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1386'2 MILES SOUTH OF WASKISH, 1.95 MILES SOUTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1386'04002 OVER TAMARAC RIVER, 70.0 FEET WEST OF TRUNK HIGHWAY 72, 1.0 FEET
 TC1386'EAST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 34.65
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1387 ***********************************************************************
 TC1387  DESIGNATION -  0413 AM
 TC1387  PID         -  TC1387
 TC1387  STATE/COUNTY-  MN/BELTRAMI
 TC1387  COUNTRY     -  US
 TC1387  USGS QUAD   -  WASKISH (1973)
 TC1387
 TC1387                         *CURRENT SURVEY CONTROL
 TC1387  ______________________________________________________________________
 TC1387* NAD 83(1986) POSITION- 48 08 13.6    (N) 094 30 38.3    (W)   HD_HELD2  
 TC1387* NAVD 88 ORTHO HEIGHT -   360.222  (meters)    1181.83  (feet) ADJUSTED  
 TC1387  ______________________________________________________________________
 TC1387  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 TC1387  DYNAMIC HEIGHT  -        360.292 (meters)     1182.06  (feet) COMP
 TC1387  MODELED GRAVITY -    980,793.2   (mgal)                       NAVD 88
 TC1387
 TC1387  VERT ORDER      -  SECOND    CLASS I
 TC1387
 TC1387.The horizontal coordinates were established by autonomous hand held GPS
 TC1387.observations and have an estimated accuracy of +/- 10 meters.
 TC1387.
 TC1387.The orthometric height was determined by differential leveling and
 TC1387.adjusted in June 1991.
 TC1387
 TC1387.Photographs are available for this station.
 TC1387
 TC1387.The dynamic height is computed by dividing the NAVD 88
 TC1387.geopotential number by the normal gravity value computed on the
 TC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1387.degrees latitude (g = 980.6199 gals.).
 TC1387
 TC1387.The modeled gravity was interpolated from observed gravity values.
 TC1387
 TC1387;                    North         East    Units  Estimated Accuracy
 TC1387;SPC MN N     -   282,963.      695,024.      MT  (+/- 10 meters HH2 GPS)
 TC1387
 TC1387                          SUPERSEDED SURVEY CONTROL
 TC1387
 TC1387.No superseded survey control is available for this station.
 TC1387
 TC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8761332643(NAD 83)
 TC1387
 TC1387_MARKER: DV = VERTICAL CONTROL DISK
 TC1387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1387_SP_SET: ALUMINUM ALLOY ROD
 TC1387_STAMPING: 0413 AM 1983
 TC1387_MARK LOGO: MNDT  
 TC1387_PROJECTION: PROJECTING 13 CENTIMETERS
 TC1387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1387+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1387_ROD/PIPE-DEPTH:  4.9 meters
 TC1387
 TC1387  HISTORY     - Date     Condition        Report By
 TC1387  HISTORY     - 1983     MONUMENTED       MNDT
 TC1387  HISTORY     - 20030910 GOOD             MNDT
 TC1387
 TC1387                          STATION DESCRIPTION
 TC1387
 TC1387'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1387'2.65 MI SOUTH FROM WASKISH.
 TC1387'THE MARK IS LOCATED ABOUT 2-3/4 MILES SOUTH OF THE TOWN OF WASKISH,
 TC1387'IN THE SE 1/4 OF SECTION 20, T154N, R30W, 2.65 MILES SOUTH ALONG
 TC1387'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1387'RIVER AT WASKISH, 69.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1387'72 AT MILEPOINT 33.95, 8 FEET NORTH OF A TRIPLE 4 INCH DIAMETER BIRCH
 TC1387'TREE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 TC1387'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413
 TC1387'AM 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 16 FOOT LONG
 TC1387'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  A
 TC1387'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1387
 TC1387                          STATION RECOVERY (2003)
 TC1387
 TC1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1387'2.75 MILES SOUTH OF WASKISH, 2.65 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1387'BRIDGE 04002 OVER TAMARAC RIVER, 69.0 FEET WEST OF TRUNK HIGHWAY 72, 8
 TC1387'FEET NORTH OF TRIPLE 4 INCH BIRCH TREE, 1.0 FEET EAST OF WITNESS POST,
 TC1387'AT TRUNK HIGHWAY 72 MILEPOINT 33.95
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1388 ***********************************************************************
 TC1388  DESIGNATION -  0413 AN
 TC1388  PID         -  TC1388
 TC1388  STATE/COUNTY-  MN/BELTRAMI
 TC1388  COUNTRY     -  US
 TC1388  USGS QUAD   -  WASKISH (1973)
 TC1388
 TC1388                         *CURRENT SURVEY CONTROL
 TC1388  ______________________________________________________________________
 TC1388* NAD 83(1986) POSITION- 48 07 32.     (N) 094 30 39.     (W)   SCALED    
 TC1388* NAVD 88 ORTHO HEIGHT -   360.861  (meters)    1183.92  (feet) ADJUSTED  
 TC1388  ______________________________________________________________________
 TC1388  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 TC1388  DYNAMIC HEIGHT  -        360.930 (meters)     1184.15  (feet) COMP
 TC1388  MODELED GRAVITY -    980,792.0   (mgal)                       NAVD 88
 TC1388
 TC1388  VERT ORDER      -  SECOND    CLASS I
 TC1388
 TC1388.The horizontal coordinates were scaled from a topographic map and have
 TC1388.an estimated accuracy of +/- 6 seconds.
 TC1388.
 TC1388.The orthometric height was determined by differential leveling and
 TC1388.adjusted in June 1991.
 TC1388
 TC1388.The dynamic height is computed by dividing the NAVD 88
 TC1388.geopotential number by the normal gravity value computed on the
 TC1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1388.degrees latitude (g = 980.6199 gals.).
 TC1388
 TC1388.The modeled gravity was interpolated from observed gravity values.
 TC1388
 TC1388;                    North         East    Units  Estimated Accuracy
 TC1388;SPC MN N     -   281,680.      694,990.      MT  (+/- 180 meters Scaled)
 TC1388
 TC1388                          SUPERSEDED SURVEY CONTROL
 TC1388
 TC1388.No superseded survey control is available for this station.
 TC1388
 TC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP875313(NAD 83)
 TC1388
 TC1388_MARKER: DB = BENCH MARK DISK
 TC1388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1388_SP_SET: ALUMINUM ALLOY ROD
 TC1388_STAMPING: 0413 AN 1983
 TC1388_MARK LOGO: MNDT  
 TC1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1388
 TC1388  HISTORY     - Date     Condition        Report By
 TC1388  HISTORY     - 1983     MONUMENTED       MNDT
 TC1388
 TC1388                          STATION DESCRIPTION
 TC1388
 TC1388'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1388'3.35 MI SOUTH FROM WASKISH.
 TC1388'THE MARK IS LOCATED ABOUT 3-1/3 MILES SOUTH OF THE TOWN OF WASKISH,
 TC1388'NEAR THE EAST 1/4 OF SECTION 29, T154N, R30W, 3.35 MILES SOUTH ALONG
 TC1388'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1388'RIVER AT WASKISH, 70.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1388'72 AT MILEPOINT 33.25, ABOUT 100 FEET SOUTH OF THE NORTH END OF A
 TC1388'GROUP OF SPRUCE, CEDAR, AND BALSAM TREES, AND 1.0 FOOT EAST OF A
 TC1388'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1388'CONTROL MONUMENT DISK STAMPED---0413 AN 1983---, IS SET ON THE TOP OF
 TC1388'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1388'WITH THE SURFACE OF THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 TC1388'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1389 ***********************************************************************
 TC1389  DESIGNATION -  0413 AO
 TC1389  PID         -  TC1389
 TC1389  STATE/COUNTY-  MN/BELTRAMI
 TC1389  COUNTRY     -  US
 TC1389  USGS QUAD   -  SHOTLEY BROOK (1974)
 TC1389
 TC1389                         *CURRENT SURVEY CONTROL
 TC1389  ______________________________________________________________________
 TC1389* NAD 83(1986) POSITION- 48 07 22.     (N) 094 30 35.     (W)   SCALED    
 TC1389* NAVD 88 ORTHO HEIGHT -   363.496  (meters)    1192.57  (feet) ADJUSTED  
 TC1389  ______________________________________________________________________
 TC1389  GEOID HEIGHT    -        -28.54  (meters)                     GEOID09
 TC1389  DYNAMIC HEIGHT  -        363.566 (meters)     1192.80  (feet) COMP
 TC1389  MODELED GRAVITY -    980,791.1   (mgal)                       NAVD 88
 TC1389
 TC1389  VERT ORDER      -  SECOND    CLASS I
 TC1389
 TC1389.The horizontal coordinates were scaled from a topographic map and have
 TC1389.an estimated accuracy of +/- 6 seconds.
 TC1389.
 TC1389.The orthometric height was determined by differential leveling and
 TC1389.adjusted in June 1991.
 TC1389
 TC1389.Photographs are available for this station.
 TC1389
 TC1389.The dynamic height is computed by dividing the NAVD 88
 TC1389.geopotential number by the normal gravity value computed on the
 TC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1389.degrees latitude (g = 980.6199 gals.).
 TC1389
 TC1389.The modeled gravity was interpolated from observed gravity values.
 TC1389
 TC1389;                    North         East    Units  Estimated Accuracy
 TC1389;SPC MN N     -   281,370.      695,060.      MT  (+/- 180 meters Scaled)
 TC1389
 TC1389                          SUPERSEDED SURVEY CONTROL
 TC1389
 TC1389.No superseded survey control is available for this station.
 TC1389
 TC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP876310(NAD 83)
 TC1389
 TC1389_MARKER: DV = VERTICAL CONTROL DISK
 TC1389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1389_SP_SET: ALUMINUM ALLOY ROD
 TC1389_STAMPING: 0413 AO 1983
 TC1389_MARK LOGO: MNDT  
 TC1389_PROJECTION: FLUSH
 TC1389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1389+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1389_ROD/PIPE-DEPTH:  9.1 meters
 TC1389
 TC1389  HISTORY     - Date     Condition        Report By
 TC1389  HISTORY     - 1983     MONUMENTED       MNDT
 TC1389  HISTORY     - 20030910 GOOD             MNDT
 TC1389
 TC1389                          STATION DESCRIPTION
 TC1389
 TC1389'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1389'4 MI SOUTH FROM WASKISH.
 TC1389'THE MARK IS LOCATED ABOUT 4 MILES SOUTH OF THE TOWN OF WASKISH, IN
 TC1389'THE NW 1/4 OF SECTION 33, T154N, R30W, 4.05 MILES SOUTH ALONG TRUNK
 TC1389'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1389'WASKISH, 71.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1389'MILEPOINT 32.55, 27 FEET NORTH OF THE CENTER OF AN ENTRANCE EAST, 13
 TC1389'FEET SOUTH-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL, AND 1.0 FOOT WEST
 TC1389'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1389'CONTROL MONUMENT DISK STAMPED---0413 AO 1983---, IS SET ON THE TOP OF
 TC1389'A 3/4 INCH DIAMETER BY 30 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1389'WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF
 TC1389'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1389
 TC1389                          STATION RECOVERY (2003)
 TC1389
 TC1389'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1389'4 MILES SOUTH OF WASKISH, 4.05 MILES SOUTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1389'04002 OVER TAMARAC RIVER, 71.0 FEET EAST OF TRUNK HIGHWAY 72, 27 FEET
 TC1389'NORTH OF ENTRANCE EAST NUMBER 5176D, 13 FEET SOUTH-SOUTHEAST OF
 TC1389'TELEPHONE CABLE PEDESTAL, 1.0 FEET WEST OF WITNESS POST, AT TRUNK
 TC1389'HIGHWAY 72 MILEPOINT 32.55
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1390 ***********************************************************************
 TC1390  DESIGNATION -  0413 AP
 TC1390  PID         -  TC1390
 TC1390  STATE/COUNTY-  MN/BELTRAMI
 TC1390  COUNTRY     -  US
 TC1390  USGS QUAD   -  SHOTLEY BROOK (1974)
 TC1390
 TC1390                         *CURRENT SURVEY CONTROL
 TC1390  ______________________________________________________________________
 TC1390* NAD 83(2007) POSITION- 48 05 53.82390(N) 094 30 35.97189(W)   ADJUSTED  
 TC1390* NAD 83(2007) ELLIP HT-   338.650 (meters)        (02/10/07)   ADJUSTED
 TC1390* NAD 83(2007) EPOCH   -  2002.00
 TC1390* NAVD 88 ORTHO HEIGHT -   367.169  (meters)    1204.62  (feet) ADJUSTED  
 TC1390  ______________________________________________________________________
 TC1390  NAD 83(2007) X  -   -335,591.004 (meters)                     COMP
 TC1390  NAD 83(2007) Y  - -4,254,601.629 (meters)                     COMP
 TC1390  NAD 83(2007) Z  -  4,724,433.922 (meters)                     COMP
 TC1390  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC09
 TC1390  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 TC1390  DYNAMIC HEIGHT  -        367.239 (meters)     1204.85  (feet) COMP
 TC1390  MODELED GRAVITY -    980,789.2   (mgal)                       NAVD 88
 TC1390
 TC1390  VERT ORDER      -  SECOND    CLASS I
 TC1390
 TC1390  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1390  Type                                         Horiz  Ellip  Dist(km)
 TC1390  -------------------------------------------------------------------
 TC1390  NETWORK                                       0.77   0.84
 TC1390  -------------------------------------------------------------------
 TC1390  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.64   0.67      4.14
 TC1390  -------------------------------------------------------------------
 TC1390  NOTE: Click here for information on individual local accuracy
 TC1390  values and other accuracy information.
 TC1390
 TC1390
 TC1390.The horizontal coordinates were established by GPS observations
 TC1390.and adjusted by the National Geodetic Survey in February 2007.
 TC1390
 TC1390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1390.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1390
 TC1390.The horizontal coordinates are valid at the epoch date displayed above
 TC1390.which is a decimal equivalence of Year/Month/Day.
 TC1390
 TC1390.The orthometric height was determined by differential leveling and
 TC1390.adjusted in June 1991.
 TC1390
 TC1390.Photographs are available for this station.
 TC1390
 TC1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1390
 TC1390.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1390
 TC1390.The ellipsoidal height was determined by GPS observations
 TC1390.and is referenced to NAD 83.
 TC1390
 TC1390.The dynamic height is computed by dividing the NAVD 88
 TC1390.geopotential number by the normal gravity value computed on the
 TC1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1390.degrees latitude (g = 980.6199 gals.).
 TC1390
 TC1390.The modeled gravity was interpolated from observed gravity values.
 TC1390
 TC1390. The following values were computed from the NAD 83(2007) position.
 TC1390
 TC1390;                    North         East     Units Scale Factor Converg.
 TC1390;SPC MN N     -   278,645.806   694,993.773   MT  0.99991333   -1 02 42.4
 TC1390;SPC MN N     -   914,190.45  2,280,158.74   sFT  0.99991333   -1 02 42.4
 TC1390;UTM  15      - 5,328,326.951   387,576.874   MT  0.99975530   -1 07 26.4
 TC1390
 TC1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1390!SPC MN N     -   0.99994693  x   0.99991333  =   0.99986026
 TC1390!UTM  15      -   0.99994693  x   0.99975530  =   0.99970224
 TC1390
 TC1390:                Primary Azimuth Mark                     Grid Az
 TC1390:SPC MN N     -  TRAP                                     357 28 37.9
 TC1390:UTM  15      -  TRAP                                     357 33 21.9
 TC1390
 TC1390|---------------------------------------------------------------------|
 TC1390| PID    Reference Object                     Distance      Geod. Az  |
 TC1390|                                                           dddmmss.s |
 TC1390| DG4793 TRAP                                APPROX. 0.5 KM 3562555.5 |
 TC1390|---------------------------------------------------------------------|
 TC1390
 TC1390                          SUPERSEDED SURVEY CONTROL
 TC1390
 TC1390  NAD 83(1996)-  48 05 53.82380(N)    094 30 35.97179(W) AD(       ) 1
 TC1390  ELLIP H (03/22/04)  338.653  (m)                       GP(       ) 3 2
 TC1390  NAVD 88 (03/22/04)  367.17   (m)         1204.6    (f) LEVELING    3  
 TC1390
 TC1390.Superseded values are not recommended for survey control.
 TC1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1390.See file dsdata.txt to determine how the superseded data were derived.
 TC1390
 TC1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8757628326(NAD 83)
 TC1390
 TC1390_MARKER: DV = VERTICAL CONTROL DISK
 TC1390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1390_SP_SET: ALUMINUM ALLOY ROD
 TC1390_STAMPING: 0413 AP 1983
 TC1390_MARK LOGO: MNDT  
 TC1390_PROJECTION: FLUSH
 TC1390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1390+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1390_ROD/PIPE-DEPTH:  6.1 meters
 TC1390
 TC1390  HISTORY     - Date     Condition        Report By
 TC1390  HISTORY     - 1983     MONUMENTED       MNDT
 TC1390  HISTORY     - 20030909 GOOD             MNDT
 TC1390  HISTORY     - 20061106 GOOD             MNDT
 TC1390  HISTORY     - 20061111 GOOD             USPSQD
 TC1390
 TC1390                          STATION DESCRIPTION
 TC1390
 TC1390'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1390'5.3 MI SOUTH FROM WASKISH.
 TC1390'THE MARK IS LOCATED ABOUT 5-1/4 MILES SOUTH OF THE TOWN OF WASKISH,
 TC1390'NEAR THE EAST 1/4 OF SECTION 5, T153N, R30W, 5.3 MILES SOUTH ALONG
 TC1390'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1390'RIVER AT WASKISH, 61.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1390'72 AT MILEPOINT 31.30, 89 FEET SOUTH OF A POWER POLE, AND 1.0 FOOT
 TC1390'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 TC1390'VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AP 1983---, IS SET ON
 TC1390'THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD
 TC1390'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH
 TC1390'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1390
 TC1390                          STATION RECOVERY (2003)
 TC1390
 TC1390'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1390'5.25 MILES SOUTH OF WASKISH, 5.3 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1390'BRIDGE 04002 OVER TAMARAC RIVER, 61.0 FEET WEST OF TRUNK HIGHWAY 72,
 TC1390'89 FEET SOUTH OF POWER POLE NUMBER 7-5-38, 1.0 FEET EAST OF WITNESS
 TC1390'POST, AT TRUNK HIGHWAY 72 MILEPOINT 31.3
 TC1390
 TC1390                          STATION RECOVERY (2006)
 TC1390
 TC1390'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 TC1390'5.25 MILES SOUTH OF WASKISH, 5.3 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1390'BRIDGE 04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 31.3,
 TC1390'61.0 FEET WEST OF TRUNK HIGHWAY 72, 89 FEET SOUTH OF POWER POLE NUMBER
 TC1390'7-5-38, 1.0 FEET WEST OF WITNESS POST.
 TC1390
 TC1390                          STATION RECOVERY (2006)
 TC1390
 TC1390'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1392 ***********************************************************************
 TC1392  DESIGNATION -  0413 AR
 TC1392  PID         -  TC1392
 TC1392  STATE/COUNTY-  MN/BELTRAMI
 TC1392  COUNTRY     -  US
 TC1392  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1392
 TC1392                         *CURRENT SURVEY CONTROL
 TC1392  ______________________________________________________________________
 TC1392* NAD 83(1986) POSITION- 48 04 40.8    (N) 094 29 51.5    (W)   HD_HELD2  
 TC1392* NAVD 88 ORTHO HEIGHT -   369.153  (meters)    1211.13  (feet) ADJUSTED  
 TC1392  ______________________________________________________________________
 TC1392  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 TC1392  DYNAMIC HEIGHT  -        369.222 (meters)     1211.36  (feet) COMP
 TC1392  MODELED GRAVITY -    980,787.7   (mgal)                       NAVD 88
 TC1392
 TC1392  VERT ORDER      -  SECOND    CLASS I
 TC1392
 TC1392.The horizontal coordinates were established by autonomous hand held GPS
 TC1392.observations and have an estimated accuracy of +/- 10 meters.
 TC1392.
 TC1392.The orthometric height was determined by differential leveling and
 TC1392.adjusted in June 1991.
 TC1392
 TC1392.Photographs are available for this station.
 TC1392
 TC1392.The dynamic height is computed by dividing the NAVD 88
 TC1392.geopotential number by the normal gravity value computed on the
 TC1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1392.degrees latitude (g = 980.6199 gals.).
 TC1392
 TC1392.The modeled gravity was interpolated from observed gravity values.
 TC1392
 TC1392;                    North         East    Units  Estimated Accuracy
 TC1392;SPC MN N     -   276,374.      695,873.      MT  (+/- 10 meters HH2 GPS)
 TC1392
 TC1392                          SUPERSEDED SURVEY CONTROL
 TC1392
 TC1392.No superseded survey control is available for this station.
 TC1392
 TC1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8845226054(NAD 83)
 TC1392
 TC1392_MARKER: DV = VERTICAL CONTROL DISK
 TC1392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1392_SP_SET: ALUMINUM ALLOY ROD
 TC1392_STAMPING: 0413 AR 1983
 TC1392_MARK LOGO: MNDT  
 TC1392_PROJECTION: PROJECTING 18 CENTIMETERS
 TC1392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1392+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1392_ROD/PIPE-DEPTH:  6.7 meters
 TC1392
 TC1392  HISTORY     - Date     Condition        Report By
 TC1392  HISTORY     - 1983     MONUMENTED       MNDT
 TC1392  HISTORY     - 20030909 GOOD             MNDT
 TC1392  HISTORY     - 20061111 GOOD             USPSQD
 TC1392
 TC1392                          STATION DESCRIPTION
 TC1392
 TC1392'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1392'6.85 MI SOUTH FROM WASKISH.
 TC1392'THE MARK IS LOCATED ABOUT 6-3/4 MILES SOUTH OF THE TOWN OF WASKISH,
 TC1392'NEAR THE SOUTH 1/4 OF SECTION 9, T153N, R30W, 6.85 MILES SOUTH ALONG
 TC1392'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1392'RIVER AT WASKISH, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 TC1392'TRUNK HIGHWAY 72 AND COUNTY ROAD 23, 102 FEET WEST OF THE CENTERLINE
 TC1392'OF TRUNK HIGHWAY 72 AT MILEPOINT 29.75, 60 FEET NORTH OF THE
 TC1392'CENTERLINE OF COUNTY ROAD 23, 39 FEET NORTHWEST OF A POWER POLE, 8
 TC1392'FEET EAST OF THE EDGE OF A TREELINE, AND 1.0 FOOT EAST OF A STEEL
 TC1392'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TC1392'MONUMENT DISK STAMPED---0413 AR 1983---, IS SET ON THE TOP OF A 3/4
 TC1392'INCH DIAMETER BY 22 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 TC1392'THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 TC1392'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1392
 TC1392                          STATION RECOVERY (2003)
 TC1392
 TC1392'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1392'6.75 MILES SOUTH OF WASKISH, 6.85 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1392'BRIDGE 04002 OVER TAMARAC RIVER, IN NORTHWEST QUADRANT OF JUNCTION OF
 TC1392'TRUNK HIGHWAY 72 AND COUNTY ROAD 23, 102 FEET WEST OF TRUNK HIGHWAY
 TC1392'72, 60 FEET NORTH OF COUNTY ROAD 23, 39 FEET NORTHWEST OF POWER POLE,
 TC1392'8 FEET EAST OF EDGE OF TREELINE, 3.0 FEET SOUTHEAST OF VABLE MARKER,
 TC1392'1.0 FEET EAST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 29.75
 TC1392
 TC1392                          STATION RECOVERY (2006)
 TC1392
 TC1392'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1394 ***********************************************************************
 TC1394  DESIGNATION -  0413 AS
 TC1394  PID         -  TC1394
 TC1394  STATE/COUNTY-  MN/BELTRAMI
 TC1394  COUNTRY     -  US
 TC1394  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1394
 TC1394                         *CURRENT SURVEY CONTROL
 TC1394  ______________________________________________________________________
 TC1394* NAD 83(1986) POSITION- 48 03 27.4    (N) 094 28 57.3    (W)   HD_HELD2  
 TC1394* NAVD 88 ORTHO HEIGHT -   374.693  (meters)    1229.31  (feet) ADJUSTED  
 TC1394  ______________________________________________________________________
 TC1394  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 TC1394  DYNAMIC HEIGHT  -        374.763 (meters)     1229.53  (feet) COMP
 TC1394  MODELED GRAVITY -    980,786.2   (mgal)                       NAVD 88
 TC1394
 TC1394  VERT ORDER      -  SECOND    CLASS I
 TC1394
 TC1394.The horizontal coordinates were established by autonomous hand held GPS
 TC1394.observations and have an estimated accuracy of +/- 10 meters.
 TC1394.
 TC1394.The orthometric height was determined by differential leveling and
 TC1394.adjusted in June 1991.
 TC1394
 TC1394.Photographs are available for this station.
 TC1394
 TC1394.The dynamic height is computed by dividing the NAVD 88
 TC1394.geopotential number by the normal gravity value computed on the
 TC1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1394.degrees latitude (g = 980.6199 gals.).
 TC1394
 TC1394.The modeled gravity was interpolated from observed gravity values.
 TC1394
 TC1394;                    North         East    Units  Estimated Accuracy
 TC1394;SPC MN N     -   274,088.      696,954.      MT  (+/- 10 meters HH2 GPS)
 TC1394
 TC1394                          SUPERSEDED SURVEY CONTROL
 TC1394
 TC1394.No superseded survey control is available for this station.
 TC1394
 TC1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8953023766(NAD 83)
 TC1394
 TC1394_MARKER: DV = VERTICAL CONTROL DISK
 TC1394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1394_SP_SET: ALUMINUM ALLOY ROD
 TC1394_STAMPING: 0413 AS 1983
 TC1394_MARK LOGO: MNDT  
 TC1394_PROJECTION: FLUSH
 TC1394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1394+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1394_ROD/PIPE-DEPTH:  4.6 meters
 TC1394
 TC1394  HISTORY     - Date     Condition        Report By
 TC1394  HISTORY     - 1983     MONUMENTED       MNDT
 TC1394  HISTORY     - 20030909 GOOD             MNDT
 TC1394  HISTORY     - 20061111 GOOD             USPSQD
 TC1394
 TC1394                          STATION DESCRIPTION
 TC1394
 TC1394'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1394'8.5 MI NORTH FROM KELLIHER.
 TC1394'THE MARK IS LOCATED ABOUT 8-1/2 MILES NORTH OF THE TOWN OF KELLIHER
 TC1394'OR 8-1/2 MILES SOUTH OF THE TOWN OF WASKISH, IN THE NW 1/4 OF SECTION
 TC1394'22, T153N, R30W, 8.55 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1394'JUNCTION WITH COUNTY ROAD 36 AT KELLIHER OR 8.4 MILES SOUTH ALONG
 TC1394'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1394'RIVER AT WASKISH, 111 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72
 TC1394'AT MILEPOINT 28.2, 78 FEET NORTHWEST OF A POWER POLE, 4 FEET EAST OF
 TC1394'THE EDGE OF A WOODS, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1394'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1394'STAMPED---0413 AS 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER
 TC1394'BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT ABOVE THE
 TC1394'SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 TC1394'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1394
 TC1394                          STATION RECOVERY (2003)
 TC1394
 TC1394'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1394'8.5 MILES NORTH OF KELLIHER, 8.55 MILES NORTH OF JUNCTION OF TRUNK
 TC1394'HIGHWAY 72 AND COUNTY ROAD 36, 111 FEET SOUTHWEST OF TRUNK HIGHWAY 72,
 TC1394'78 FEET NORTHWEST OF POWER POLE, 4 FEET EAST OF EDGE OF WOODS, 1.0
 TC1394'FEET EAST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 28.2
 TC1394
 TC1394                          STATION RECOVERY (2006)
 TC1394
 TC1394'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1395 ***********************************************************************
 TC1395  DESIGNATION -  0413 AT
 TC1395  PID         -  TC1395
 TC1395  STATE/COUNTY-  MN/BELTRAMI
 TC1395  COUNTRY     -  US
 TC1395  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1395
 TC1395                         *CURRENT SURVEY CONTROL
 TC1395  ______________________________________________________________________
 TC1395* NAD 83(2007) POSITION- 48 02 53.12496(N) 094 28 16.08905(W)   ADJUSTED  
 TC1395* NAD 83(2007) ELLIP HT-   347.617 (meters)        (02/10/07)   ADJUSTED
 TC1395* NAD 83(2007) EPOCH   -  2002.00
 TC1395* NAVD 88 ORTHO HEIGHT -   376.078  (meters)    1233.85  (feet) ADJUSTED  
 TC1395  ______________________________________________________________________
 TC1395  NAD 83(2007) X  -   -333,029.771 (meters)                     COMP
 TC1395  NAD 83(2007) Y  - -4,258,974.186 (meters)                     COMP
 TC1395  NAD 83(2007) Z  -  4,720,711.159 (meters)                     COMP
 TC1395  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC09
 TC1395  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 TC1395  DYNAMIC HEIGHT  -        376.147 (meters)     1234.08  (feet) COMP
 TC1395  MODELED GRAVITY -    980,785.3   (mgal)                       NAVD 88
 TC1395
 TC1395  VERT ORDER      -  SECOND    CLASS I
 TC1395
 TC1395  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1395  Type                                         Horiz  Ellip  Dist(km)
 TC1395  -------------------------------------------------------------------
 TC1395  NETWORK                                       0.94   1.02
 TC1395  -------------------------------------------------------------------
 TC1395  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.49      2.80
 TC1395  -------------------------------------------------------------------
 TC1395  NOTE: Click here for information on individual local accuracy
 TC1395  values and other accuracy information.
 TC1395
 TC1395
 TC1395.The horizontal coordinates were established by GPS observations
 TC1395.and adjusted by the National Geodetic Survey in February 2007.
 TC1395
 TC1395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1395.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1395
 TC1395.The horizontal coordinates are valid at the epoch date displayed above
 TC1395.which is a decimal equivalence of Year/Month/Day.
 TC1395
 TC1395.The orthometric height was determined by differential leveling and
 TC1395.adjusted in June 1991.
 TC1395
 TC1395.Photographs are available for this station.
 TC1395
 TC1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1395
 TC1395.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1395
 TC1395.The ellipsoidal height was determined by GPS observations
 TC1395.and is referenced to NAD 83.
 TC1395
 TC1395.The dynamic height is computed by dividing the NAVD 88
 TC1395.geopotential number by the normal gravity value computed on the
 TC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1395.degrees latitude (g = 980.6199 gals.).
 TC1395
 TC1395.The modeled gravity was interpolated from observed gravity values.
 TC1395
 TC1395. The following values were computed from the NAD 83(2007) position.
 TC1395
 TC1395;                    North         East     Units Scale Factor Converg.
 TC1395;SPC MN N     -   273,013.946   697,788.225   MT  0.99990969   -1 00 58.7
 TC1395;SPC MN N     -   895,713.25  2,289,326.87   sFT  0.99990969   -1 00 58.7
 TC1395;UTM  15      - 5,322,692.176   390,363.173   MT  0.99974770   -1 05 39.1
 TC1395
 TC1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1395!SPC MN N     -   0.99994552  x   0.99990969  =   0.99985522
 TC1395!UTM  15      -   0.99994552  x   0.99974770  =   0.99969323
 TC1395
 TC1395:                Primary Azimuth Mark                     Grid Az
 TC1395:SPC MN N     -  0413 AU                                  139 49 36.5
 TC1395:UTM  15      -  0413 AU                                  139 54 16.9
 TC1395
 TC1395|---------------------------------------------------------------------|
 TC1395| PID    Reference Object                     Distance      Geod. Az  |
 TC1395|                                                           dddmmss.s |
 TC1395| TC1396 0413 AU                             APPROX. 1.0 KM 1384837.8 |
 TC1395|---------------------------------------------------------------------|
 TC1395
 TC1395                          SUPERSEDED SURVEY CONTROL
 TC1395
 TC1395  NAD 83(1996)-  48 02 53.12474(N)    094 28 16.08876(W) AD(       ) 1
 TC1395  ELLIP H (03/22/04)  347.629  (m)                       GP(       ) 3 2
 TC1395  NAVD 88 (03/22/04)  376.08   (m)         1233.9    (f) LEVELING    3  
 TC1395
 TC1395.Superseded values are not recommended for survey control.
 TC1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1395.See file dsdata.txt to determine how the superseded data were derived.
 TC1395
 TC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9036322692(NAD 83)
 TC1395
 TC1395_MARKER: DV = VERTICAL CONTROL DISK
 TC1395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1395_SP_SET: ALUMINUM ALLOY ROD
 TC1395_STAMPING: 0413 AT 1983
 TC1395_MARK LOGO: MNDT  
 TC1395_PROJECTION: PROJECTING 5 CENTIMETERS
 TC1395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1395+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1395_ROD/PIPE-DEPTH:  4.6 meters
 TC1395
 TC1395  HISTORY     - Date     Condition        Report By
 TC1395  HISTORY     - 1983     MONUMENTED       MNDT
 TC1395  HISTORY     - 20030909 GOOD             MNDT
 TC1395  HISTORY     - 20061111 GOOD             USPSQD
 TC1395
 TC1395                          STATION DESCRIPTION
 TC1395
 TC1395'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1395'7.75 MI NORTH FROM KELLIHER.
 TC1395'THE MARK IS LOCATED ABOUT 7-3/4 MILES NORTH OF THE TOWN OF KELLIHER,
 TC1395'IN THE SE 1/4 OF SECTION 22, T153N, R30W, 7.75 MILES NORTH ALONG
 TC1395'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER OR
 TC1395'9.2 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002)
 TC1395'OVER THE TAMARAC RIVER AT WASKISH, 72.0 FEET WEST OF THE CENTERLINE
 TC1395'OF TRUNK HIGHWAY 72 AT MILEPOINT 27.4, 22 FEET WEST OF THE CENTER OF
 TC1395'AN ENTRANCE WEST, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1395'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413
 TC1395'AT 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG
 TC1395'DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 TC1395'GROUND AND IS ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A
 TC1395'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1395
 TC1395                          STATION RECOVERY (2003)
 TC1395
 TC1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1395'7.75 MILES NORTH OF KELLIHER, 7.75 MILES NORTH OF JUNCTION OF TRUNK
 TC1395'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 27.4,
 TC1395'72.0 FEET SOUTHWEST OF TRUNK HIGHWAY 72, 22 FEET NORTH OF ENTRANCE
 TC1395'WEST, 18.0 FEET NORTHWEST OF CABLE PEDESTAL, 1.0 FEET EAST OF WITNESS
 TC1395'POST
 TC1395
 TC1395                          STATION RECOVERY (2006)
 TC1395
 TC1395'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1396 ***********************************************************************
 TC1396  DESIGNATION -  0413 AU
 TC1396  PID         -  TC1396
 TC1396  STATE/COUNTY-  MN/BELTRAMI
 TC1396  COUNTRY     -  US
 TC1396  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1396
 TC1396                         *CURRENT SURVEY CONTROL
 TC1396  ______________________________________________________________________
 TC1396* NAD 83(2007) POSITION- 48 02 27.97089(N) 094 27 43.26610(W)   ADJUSTED  
 TC1396* NAD 83(2007) ELLIP HT-   348.922 (meters)        (02/10/07)   ADJUSTED
 TC1396* NAD 83(2007) EPOCH   -  2002.00
 TC1396* NAVD 88 ORTHO HEIGHT -   377.388  (meters)    1238.15  (feet) ADJUSTED  
 TC1396  ______________________________________________________________________
 TC1396  NAD 83(2007) X  -   -332,397.055 (meters)                     COMP
 TC1396  NAD 83(2007) Y  - -4,259,604.046 (meters)                     COMP
 TC1396  NAD 83(2007) Z  -  4,720,192.689 (meters)                     COMP
 TC1396  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC09
 TC1396  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 TC1396  DYNAMIC HEIGHT  -        377.458 (meters)     1238.38  (feet) COMP
 TC1396  MODELED GRAVITY -    980,784.4   (mgal)                       NAVD 88
 TC1396
 TC1396  VERT ORDER      -  SECOND    CLASS I
 TC1396
 TC1396  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1396  Type                                         Horiz  Ellip  Dist(km)
 TC1396  -------------------------------------------------------------------
 TC1396  NETWORK                                       0.93   1.00
 TC1396  -------------------------------------------------------------------
 TC1396  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.47      3.53
 TC1396  -------------------------------------------------------------------
 TC1396  NOTE: Click here for information on individual local accuracy
 TC1396  values and other accuracy information.
 TC1396
 TC1396
 TC1396.The horizontal coordinates were established by GPS observations
 TC1396.and adjusted by the National Geodetic Survey in February 2007.
 TC1396
 TC1396.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1396.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1396
 TC1396.The horizontal coordinates are valid at the epoch date displayed above
 TC1396.which is a decimal equivalence of Year/Month/Day.
 TC1396
 TC1396.The orthometric height was determined by differential leveling and
 TC1396.adjusted in June 1991.
 TC1396
 TC1396.Photographs are available for this station.
 TC1396
 TC1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1396
 TC1396.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1396
 TC1396.The ellipsoidal height was determined by GPS observations
 TC1396.and is referenced to NAD 83.
 TC1396
 TC1396.The dynamic height is computed by dividing the NAVD 88
 TC1396.geopotential number by the normal gravity value computed on the
 TC1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1396.degrees latitude (g = 980.6199 gals.).
 TC1396
 TC1396.The modeled gravity was interpolated from observed gravity values.
 TC1396
 TC1396. The following values were computed from the NAD 83(2007) position.
 TC1396
 TC1396;                    North         East     Units Scale Factor Converg.
 TC1396;SPC MN N     -   272,225.201   698,454.133   MT  0.99990925   -1 00 34.4
 TC1396;SPC MN N     -   893,125.51  2,291,511.60   sFT  0.99990925   -1 00 34.4
 TC1396;UTM  15      - 5,321,902.656   391,027.901   MT  0.99974591   -1 05 14.3
 TC1396
 TC1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1396!SPC MN N     -   0.99994532  x   0.99990925  =   0.99985457
 TC1396!UTM  15      -   0.99994532  x   0.99974591  =   0.99969124
 TC1396
 TC1396:                Primary Azimuth Mark                     Grid Az
 TC1396:SPC MN N     -  0413 AT                                  319 49 36.6
 TC1396:UTM  15      -  0413 AT                                  319 54 16.5
 TC1396
 TC1396|---------------------------------------------------------------------|
 TC1396| PID    Reference Object                     Distance      Geod. Az  |
 TC1396|                                                           dddmmss.s |
 TC1396| TC1395 0413 AT                             APPROX. 1.0 KM 3184902.2 |
 TC1396|---------------------------------------------------------------------|
 TC1396
 TC1396                          SUPERSEDED SURVEY CONTROL
 TC1396
 TC1396  NAD 83(1996)-  48 02 27.97066(N)    094 27 43.26581(W) AD(       ) 1
 TC1396  ELLIP H (03/22/04)  348.934  (m)                       GP(       ) 3 2
 TC1396  NAVD 88 (03/22/04)  377.39   (m)         1238.2    (f) LEVELING    3  
 TC1396
 TC1396.Superseded values are not recommended for survey control.
 TC1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1396.See file dsdata.txt to determine how the superseded data were derived.
 TC1396
 TC1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9102721902(NAD 83)
 TC1396
 TC1396_MARKER: DV = VERTICAL CONTROL DISK
 TC1396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1396_SP_SET: ALUMINUM ALLOY ROD
 TC1396_STAMPING: 0413 AU 1983
 TC1396_MARK LOGO: MNDT  
 TC1396_PROJECTION: PROJECTING 13 CENTIMETERS
 TC1396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1396+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2007
 TC1396_ROD/PIPE-DEPTH:  6.1 meters
 TC1396
 TC1396  HISTORY     - Date     Condition        Report By
 TC1396  HISTORY     - 1983     MONUMENTED       MNDT
 TC1396  HISTORY     - 20030908 GOOD             MNDT
 TC1396  HISTORY     - 20061111 GOOD             USPSQD
 TC1396  HISTORY     - 20070131 GOOD             MNDT
 TC1396
 TC1396                          STATION DESCRIPTION
 TC1396
 TC1396'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1396'7.15 MI NORTH FROM KELLIHER.
 TC1396'THE MARK IS LOCATED ABOUT 7-1/4 MILES NORTH OF THE TOWN OF KELLIHER,
 TC1396'IN THE SW 1/4 OF SECTION 26, T153N, R30W, 7.15 MILES NORTH ALONG
 TC1396'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 IN KELLIHER,
 TC1396'47.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT
 TC1396'26.8, 14 FEET SOUTH OF A TELEPHONE CABLE PEDESTAL, AND 1.0 FOOT WEST
 TC1396'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1396'CONTROL MONUMENT DISK STAMPED---0413 AU 1983---, IS SET ON THE TOP OF
 TC1396'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 TC1396'0.6 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW
 TC1396'THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK
 TC1396'MAGNETIC.
 TC1396
 TC1396                          STATION RECOVERY (2003)
 TC1396
 TC1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1396'7.25 MILES NORTH OF KELLIHER, 7.15 MILES NORTH OF JUNCTION OF TRUNK
 TC1396'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 26.8,
 TC1396'47.0 FEET NORTHEAST OF TRUNK HIGHWAY 72, 14 FEET SOUTH OF TELEPHONE
 TC1396'CABLE PEDESTAL NUMBER AW11LP7, 1.0 FEET SOUTHWEST OF WITNESS POST
 TC1396
 TC1396                          STATION RECOVERY (2006)
 TC1396
 TC1396'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1396'RECOVERED IN GOOD CONDITION.
 TC1396
 TC1396                          STATION RECOVERY (2007)
 TC1396
 TC1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TC1396'7.25 MILES NORTH OF KELLIHER, 7.15 MILES NORTH OF JUNCTION OF TRUNK
 TC1396'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 26.8,
 TC1396'47.0 FEET NORTHEAST OF TRUNK HIGHWAY 72, 14 FEET SOUTH OF TELEPHONE
 TC1396'CABLE PEDESTAL NUMBER AW11LP7, 1.0 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1397 ***********************************************************************
 TC1397  DESIGNATION -  0413 AV
 TC1397  PID         -  TC1397
 TC1397  STATE/COUNTY-  MN/BELTRAMI
 TC1397  COUNTRY     -  US
 TC1397  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1397
 TC1397                         *CURRENT SURVEY CONTROL
 TC1397  ______________________________________________________________________
 TC1397* NAD 83(1986) POSITION- 48 01 54.     (N) 094 27 07.     (W)   SCALED    
 TC1397* NAVD 88 ORTHO HEIGHT -   380.807  (meters)    1249.36  (feet) ADJUSTED  
 TC1397  ______________________________________________________________________
 TC1397  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 TC1397  DYNAMIC HEIGHT  -        380.876 (meters)     1249.59  (feet) COMP
 TC1397  MODELED GRAVITY -    980,783.5   (mgal)                       NAVD 88
 TC1397
 TC1397  VERT ORDER      -  SECOND    CLASS I
 TC1397
 TC1397.The horizontal coordinates were scaled from a topographic map and have
 TC1397.an estimated accuracy of +/- 6 seconds.
 TC1397.
 TC1397.The orthometric height was determined by differential leveling and
 TC1397.adjusted in June 1991.
 TC1397
 TC1397.Photographs are available for this station.
 TC1397
 TC1397.The dynamic height is computed by dividing the NAVD 88
 TC1397.geopotential number by the normal gravity value computed on the
 TC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1397.degrees latitude (g = 980.6199 gals.).
 TC1397
 TC1397.The modeled gravity was interpolated from observed gravity values.
 TC1397
 TC1397;                    North         East    Units  Estimated Accuracy
 TC1397;SPC MN N     -   271,160.      699,190.      MT  (+/- 180 meters Scaled)
 TC1397
 TC1397                          SUPERSEDED SURVEY CONTROL
 TC1397
 TC1397.No superseded survey control is available for this station.
 TC1397
 TC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP917208(NAD 83)
 TC1397
 TC1397_MARKER: DB = BENCH MARK DISK
 TC1397_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1397_SP_SET: SHALLOW SET METAL ROD
 TC1397_STAMPING: 0413 AV 1983
 TC1397_MARK LOGO: MNDT  
 TC1397_PROJECTION: RECESSED 3 CENTIMETERS
 TC1397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1397+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 TC1397_ROD/PIPE-DEPTH:  2.4 meters
 TC1397
 TC1397  HISTORY     - Date     Condition        Report By
 TC1397  HISTORY     - 1983     MONUMENTED       MNDT
 TC1397  HISTORY     - 20030909 GOOD             MNDT
 TC1397  HISTORY     - 20061111 MARK NOT FOUND   USPSQD
 TC1397
 TC1397                          STATION DESCRIPTION
 TC1397
 TC1397'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1397'6.3 MI NORTH FROM KELLIHER.
 TC1397'THE MARK IS LOCATED ABOUT 6-1/4 MILES NORTH OF THE TOWN OF KELLIHER,
 TC1397'IN THE NE 1/4 OF SECTION 35, T153N, R30W, 6.3 MILES NORTH ALONG TRUNK
 TC1397'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 75.0
 TC1397'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 25.95,
 TC1397'75 FEET SOUTH OF THE CENTER OF AN ENTRANCE EAST, AT THE CORNER OF A
 TC1397'JOG IN THE TREE LINE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 TC1397'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413
 TC1397'AV 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 TC1397'COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH WITH THE SURFACE
 TC1397'OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 72.
 TC1397
 TC1397                          STATION RECOVERY (2003)
 TC1397
 TC1397'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1397'6.25 MILES NORTH OF KELLIHER, 6.3 MILES NORTH OF JUNCTION OF TRUNK
 TC1397'HIGHWAY 72 AND COUNTY ROAD 36, 75.0 FEET EAST OF TRUNK HIGHWAY 72, 75
 TC1397'FEET SOUTH OF ENTRANCE EAST, AT CORNER OF JOG IN TREELINE, 1.0 FEET
 TC1397'WEST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 25.95
 TC1397
 TC1397                          STATION RECOVERY (2006)
 TC1397
 TC1397'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1397'MARK NOT FOUND. WITNESS POST THERE, BUT MARK NOT FOUND. MUCH DIRT AND
 TC1397'BRUSH PLOWED UP IN AREA. SNOW AND FROZEN GROUND PREVENTED FURTHER
 TC1397'SEARCH. ADD TO DESCRIPTION. MARK IS LOCATED ABOUT 65 FEET SOUTH OF
 TC1397'CHRISTA RD SE. EXTENTION TRAVELING ONLY TO THE WEST.SPSPS,ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1399 ***********************************************************************
 TC1399  DESIGNATION -  0413 AX
 TC1399  PID         -  TC1399
 TC1399  STATE/COUNTY-  MN/BELTRAMI
 TC1399  COUNTRY     -  US
 TC1399  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1399
 TC1399                         *CURRENT SURVEY CONTROL
 TC1399  ______________________________________________________________________
 TC1399* NAD 83(1986) POSITION- 48 00 44.0    (N) 094 27 02.5    (W)   HD_HELD2  
 TC1399* NAVD 88 ORTHO HEIGHT -   382.097  (meters)    1253.60  (feet) ADJUSTED  
 TC1399  ______________________________________________________________________
 TC1399  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 TC1399  DYNAMIC HEIGHT  -        382.166 (meters)     1253.82  (feet) COMP
 TC1399  MODELED GRAVITY -    980,781.6   (mgal)                       NAVD 88
 TC1399
 TC1399  VERT ORDER      -  SECOND    CLASS I
 TC1399
 TC1399.The horizontal coordinates were established by autonomous hand held GPS
 TC1399.observations and have an estimated accuracy of +/- 10 meters.
 TC1399.
 TC1399.The orthometric height was determined by differential leveling and
 TC1399.adjusted in June 1991.
 TC1399
 TC1399.Photographs are available for this station.
 TC1399
 TC1399.The dynamic height is computed by dividing the NAVD 88
 TC1399.geopotential number by the normal gravity value computed on the
 TC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1399.degrees latitude (g = 980.6199 gals.).
 TC1399
 TC1399.The modeled gravity was interpolated from observed gravity values.
 TC1399
 TC1399;                    North         East    Units  Estimated Accuracy
 TC1399;SPC MN N     -   269,000.      699,242.      MT  (+/- 10 meters HH2 GPS)
 TC1399
 TC1399                          SUPERSEDED SURVEY CONTROL
 TC1399
 TC1399.No superseded survey control is available for this station.
 TC1399
 TC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9181118676(NAD 83)
 TC1399
 TC1399_MARKER: DV = VERTICAL CONTROL DISK
 TC1399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1399_SP_SET: ALUMINUM ALLOY ROD
 TC1399_STAMPING: 0413 AX 1983
 TC1399_MARK LOGO: MNDT  
 TC1399_PROJECTION: PROJECTING 15 CENTIMETERS
 TC1399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1399+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1399_ROD/PIPE-DEPTH:  4.0 meters
 TC1399
 TC1399  HISTORY     - Date     Condition        Report By
 TC1399  HISTORY     - 1983     MONUMENTED       MNDT
 TC1399  HISTORY     - 20030909 GOOD             MNDT
 TC1399  HISTORY     - 20061111 GOOD             USPSQD
 TC1399
 TC1399                          STATION DESCRIPTION
 TC1399
 TC1399'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1399'5 MI NORTH FROM KELLIHER.
 TC1399'THE MARK IS LOCATED ABOUT 5 MILES NORTH OF THE TOWN OF KELLIHER, NEAR
 TC1399'THE CENTER OF SECTION 2, T152N, R30W, 4.95 MILES NORTH ALONG TRUNK
 TC1399'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 108
 TC1399'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 24.6, 37
 TC1399'FEET WEST-SOUTHWEST OF A POWER POLE, 7 FEET EAST OF A WOODS LINE, AND
 TC1399'1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 TC1399'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AX 1983---, IS
 TC1399'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 13 FOOT LONG DRIVEN ALUMINUM
 TC1399'ROD THAT PROJECTS 0.4 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 TC1399'ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE
 TC1399'DISK MAKES THE MARK MAGNETIC.
 TC1399
 TC1399                          STATION RECOVERY (2003)
 TC1399
 TC1399'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1399'5 MILES NORTH OF KELLIHER, 4.95 MILES NORTH OF JUNCTION OF TRUNK
 TC1399'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 24.50,
 TC1399'108 FEET WEST OF TRUNK HIGHWAY 72, 37 FEET WEST-SOUTHWEST OF POWER
 TC1399'POLE, 7 FEET EAST OF WOODSLINE, 1.0 FEET EAST OF WITNESS POST
 TC1399
 TC1399                          STATION RECOVERY (2006)
 TC1399
 TC1399'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1400 ***********************************************************************
 TC1400  DESIGNATION -  0413 AY
 TC1400  PID         -  TC1400
 TC1400  STATE/COUNTY-  MN/BELTRAMI
 TC1400  COUNTRY     -  US
 TC1400  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1400
 TC1400                         *CURRENT SURVEY CONTROL
 TC1400  ______________________________________________________________________
 TC1400* NAD 83(1986) POSITION- 48 00 12.7    (N) 094 26 59.6    (W)   HD_HELD2  
 TC1400* NAVD 88 ORTHO HEIGHT -   386.051  (meters)    1266.57  (feet) ADJUSTED  
 TC1400  ______________________________________________________________________
 TC1400  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 TC1400  DYNAMIC HEIGHT  -        386.121 (meters)     1266.80  (feet) COMP
 TC1400  MODELED GRAVITY -    980,780.6   (mgal)                       NAVD 88
 TC1400
 TC1400  VERT ORDER      -  SECOND    CLASS I
 TC1400
 TC1400.The horizontal coordinates were established by autonomous hand held GPS
 TC1400.observations and have an estimated accuracy of +/- 10 meters.
 TC1400.
 TC1400.The orthometric height was determined by differential leveling and
 TC1400.adjusted in June 1991.
 TC1400
 TC1400.Photographs are available for this station.
 TC1400
 TC1400.The dynamic height is computed by dividing the NAVD 88
 TC1400.geopotential number by the normal gravity value computed on the
 TC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1400.degrees latitude (g = 980.6199 gals.).
 TC1400
 TC1400.The modeled gravity was interpolated from observed gravity values.
 TC1400
 TC1400;                    North         East    Units  Estimated Accuracy
 TC1400;SPC MN N     -   268,032.      699,285.      MT  (+/- 10 meters HH2 GPS)
 TC1400
 TC1400                          SUPERSEDED SURVEY CONTROL
 TC1400
 TC1400.No superseded survey control is available for this station.
 TC1400
 TC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9185317709(NAD 83)
 TC1400
 TC1400_MARKER: DV = VERTICAL CONTROL DISK
 TC1400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1400_SP_SET: COPPER-CLAD STEEL ROD
 TC1400_STAMPING: 0413 AY 1983
 TC1400_MARK LOGO: MNDT  
 TC1400_PROJECTION: PROJECTING 5 CENTIMETERS
 TC1400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1400+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1400_ROD/PIPE-DEPTH:  6.4 meters
 TC1400
 TC1400  HISTORY     - Date     Condition        Report By
 TC1400  HISTORY     - 1983     MONUMENTED       MNDT
 TC1400  HISTORY     - 20030909 GOOD             MNDT
 TC1400  HISTORY     - 20061111 GOOD             USPSQD
 TC1400
 TC1400                          STATION DESCRIPTION
 TC1400
 TC1400'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1400'4.3 MI NORTH FROM KELLIHER.
 TC1400'THE MARK IS LOCATED ABOUT 4-1/4 MILES NORTH OF THE TOWN OF KELLIHER,
 TC1400'NEAR THE NORTH 1/4 OF SECTION 11, T152N, R30W, 4.3 MILES NORTH ALONG
 TC1400'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER,
 TC1400'74.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT
 TC1400'23.95 AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 TC1400'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AY
 TC1400'1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 21 FOOT LONG
 TC1400'DRIVEN COPPER CLAD STEEL ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE
 TC1400'OF THE GROUND AND IS ABOUT 5 FEET BELOW THE LEVEL OF TRUNK HIGHWAY
 TC1400'72.
 TC1400
 TC1400                          STATION RECOVERY (2003)
 TC1400
 TC1400'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1400'4.25 MILES NORTH OF KELLIHER, 4.3 MILES NORTH OF JUNCTION OF TRUNK
 TC1400'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 23.95,
 TC1400'74.0 FEET EAST OF TRUNK HIGHWAY 72, 1.0 FEET WEST OF WITNESS POST
 TC1400
 TC1400                          STATION RECOVERY (2006)
 TC1400
 TC1400'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1105 ***********************************************************************
 SK1105  DESIGNATION -  0413 AZ
 SK1105  PID         -  SK1105
 SK1105  STATE/COUNTY-  MN/BELTRAMI
 SK1105  COUNTRY     -  US
 SK1105  USGS QUAD   -  KELLIHER (1971)
 SK1105
 SK1105                         *CURRENT SURVEY CONTROL
 SK1105  ______________________________________________________________________
 SK1105* NAD 83(1986) POSITION- 47 59 21.6    (N) 094 26 59.7    (W)   HD_HELD2  
 SK1105* NAVD 88 ORTHO HEIGHT -   390.529  (meters)    1281.26  (feet) ADJUSTED  
 SK1105  ______________________________________________________________________
 SK1105  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 SK1105  DYNAMIC HEIGHT  -        390.599 (meters)     1281.49  (feet) COMP
 SK1105  MODELED GRAVITY -    980,779.1   (mgal)                       NAVD 88
 SK1105
 SK1105  VERT ORDER      -  SECOND    CLASS I
 SK1105
 SK1105.The horizontal coordinates were established by autonomous hand held GPS
 SK1105.observations and have an estimated accuracy of +/- 10 meters.
 SK1105.
 SK1105.The orthometric height was determined by differential leveling and
 SK1105.adjusted in June 1991.
 SK1105
 SK1105.Photographs are available for this station.
 SK1105
 SK1105.The dynamic height is computed by dividing the NAVD 88
 SK1105.geopotential number by the normal gravity value computed on the
 SK1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1105.degrees latitude (g = 980.6199 gals.).
 SK1105
 SK1105.The modeled gravity was interpolated from observed gravity values.
 SK1105
 SK1105;                    North         East    Units  Estimated Accuracy
 SK1105;SPC MN N     -   266,454.      699,256.      MT  (+/- 10 meters HH2 GPS)
 SK1105
 SK1105                          SUPERSEDED SURVEY CONTROL
 SK1105
 SK1105.No superseded survey control is available for this station.
 SK1105
 SK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9182116131(NAD 83)
 SK1105
 SK1105_MARKER: DV = VERTICAL CONTROL DISK
 SK1105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK1105_SP_SET: COPPER-CLAD STEEL ROD
 SK1105_STAMPING: 0413 AZ 1983
 SK1105_MARK LOGO: MNDT  
 SK1105_PROJECTION: FLUSH
 SK1105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1105+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 SK1105_ROD/PIPE-DEPTH:  7.9 meters
 SK1105
 SK1105  HISTORY     - Date     Condition        Report By
 SK1105  HISTORY     - 1983     MONUMENTED       MNDT
 SK1105  HISTORY     - 20030909 GOOD             MNDT
 SK1105  HISTORY     - 20061111 GOOD             USPSQD
 SK1105
 SK1105                          STATION DESCRIPTION
 SK1105
 SK1105'DESCRIBED BY MN DEPT OF TRANSP 1983
 SK1105'3.35 MI NORTH FROM KELLIHER.
 SK1105'THE MARK IS LOCATED ABOUT 3-1/3 MILES NORTH OF THE TOWN OF KELLIHER,
 SK1105'NEAR THE NORTH 1/4 OF SECTION 14, T152N, R30W, 3.35 MILES NORTH ALONG
 SK1105'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER,
 SK1105'67.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT
 SK1105'23.0, ABOUT 4 FEET WEST OF A TREE LINE, 57 FEET FROM MILEPOINT 23
 SK1105'SIGN POST, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 SK1105'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413 AZ
 SK1105'1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 26 FOOT LONG
 SK1105'DRIVEN COPPER CLAD STEEL ROD THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE
 SK1105'OF THE GROUND AND IS ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY
 SK1105'72.
 SK1105
 SK1105                          STATION RECOVERY (2003)
 SK1105
 SK1105'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1105'3.3 MILES NORTH OF KELLIHER, 3.35 MILES NORTH OF JUNCTION OF TRUNK
 SK1105'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOST 23,67.0
 SK1105'FEET EAST OF TRUNK HIGHWAY 72, 4 FEET WEST OF TREELINE, 57 FEET
 SK1105'SOUTHEAST FROM MILEPOST 23, 1.0 FEET WEST OF WITNESS POST
 SK1105
 SK1105                          STATION RECOVERY (2006)
 SK1105
 SK1105'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1119 ***********************************************************************
 SK1119  DESIGNATION -  0413 B
 SK1119  PID         -  SK1119
 SK1119  STATE/COUNTY-  MN/BELTRAMI
 SK1119  COUNTRY     -  US
 SK1119  USGS QUAD   -  KELLIHER (1971)
 SK1119
 SK1119                         *CURRENT SURVEY CONTROL
 SK1119  ______________________________________________________________________
 SK1119* NAD 83(2007) POSITION- 47 54 52.07349(N) 094 26 32.85088(W)   ADJUSTED  
 SK1119* NAD 83(2007) ELLIP HT-   377.778 (meters)        (02/10/07)   ADJUSTED
 SK1119* NAD 83(2007) EPOCH   -  2002.00
 SK1119* NAVD 88 ORTHO HEIGHT -   406.094  (meters)    1332.33  (feet) ADJUSTED  
 SK1119  ______________________________________________________________________
 SK1119  NAD 83(2007) X  -   -331,754.670 (meters)                     COMP
 SK1119  NAD 83(2007) Y  - -4,270,166.178 (meters)                     COMP
 SK1119  NAD 83(2007) Z  -  4,710,787.583 (meters)                     COMP
 SK1119  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC09
 SK1119  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 SK1119  DYNAMIC HEIGHT  -        406.163 (meters)     1332.55  (feet) COMP
 SK1119  MODELED GRAVITY -    980,770.9   (mgal)                       NAVD 88
 SK1119
 SK1119  VERT ORDER      -  SECOND    CLASS I
 SK1119
 SK1119  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK1119  Type                                         Horiz  Ellip  Dist(km)
 SK1119  -------------------------------------------------------------------
 SK1119  NETWORK                                       0.50   0.55
 SK1119  -------------------------------------------------------------------
 SK1119  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.31   0.33      4.17
 SK1119  -------------------------------------------------------------------
 SK1119  NOTE: Click here for information on individual local accuracy
 SK1119  values and other accuracy information.
 SK1119
 SK1119
 SK1119.The horizontal coordinates were established by GPS observations
 SK1119.and adjusted by the National Geodetic Survey in February 2007.
 SK1119
 SK1119.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK1119.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK1119
 SK1119.The horizontal coordinates are valid at the epoch date displayed above
 SK1119.which is a decimal equivalence of Year/Month/Day.
 SK1119
 SK1119.The orthometric height was determined by differential leveling and
 SK1119.adjusted in June 1991.
 SK1119
 SK1119.Photographs are available for this station.
 SK1119
 SK1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1119
 SK1119.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK1119
 SK1119.The ellipsoidal height was determined by GPS observations
 SK1119.and is referenced to NAD 83.
 SK1119
 SK1119.The dynamic height is computed by dividing the NAVD 88
 SK1119.geopotential number by the normal gravity value computed on the
 SK1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1119.degrees latitude (g = 980.6199 gals.).
 SK1119
 SK1119.The modeled gravity was interpolated from observed gravity values.
 SK1119
 SK1119. The following values were computed from the NAD 83(2007) position.
 SK1119
 SK1119;                    North         East     Units Scale Factor Converg.
 SK1119;SPC MN N     -   258,122.252   699,667.766   MT  0.99990377   -0 59 42.2
 SK1119;SPC MN N     -   846,856.09  2,295,493.33   sFT  0.99990377   -0 59 42.2
 SK1119;UTM  15      - 5,307,800.378   392,222.473   MT  0.99974274   -1 04 14.2
 SK1119
 SK1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1119!SPC MN N     -   0.99994079  x   0.99990377  =   0.99984457
 SK1119!UTM  15      -   0.99994079  x   0.99974274  =   0.99968355
 SK1119
 SK1119|---------------------------------------------------------------------|
 SK1119| PID    Reference Object                     Distance      Geod. Az  |
 SK1119|                                                           dddmmss.s |
 SK1119| DF9197 KRUG                                103.358 METERS 17430     |
 SK1119|---------------------------------------------------------------------|
 SK1119
 SK1119                          SUPERSEDED SURVEY CONTROL
 SK1119
 SK1119  NAD 83(1996)-  47 54 52.07319(N)    094 26 32.85051(W) AD(       ) 1
 SK1119  ELLIP H (03/22/04)  377.789  (m)                       GP(       ) 3 2
 SK1119  NAVD 88 (03/22/04)  406.09   (m)         1332.3    (f) LEVELING    3  
 SK1119
 SK1119.Superseded values are not recommended for survey control.
 SK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1119.See file dsdata.txt to determine how the superseded data were derived.
 SK1119
 SK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9222207800(NAD 83)
 SK1119
 SK1119_MARKER: DB = BENCH MARK DISK
 SK1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK1119_SP_SET: CONCRETE POST
 SK1119_STAMPING: 0413 B 1958
 SK1119_MARK LOGO: MNHD  
 SK1119_PROJECTION: PROJECTING 5 CENTIMETERS
 SK1119_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK1119+STABILITY: SURFACE MOTION
 SK1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1119+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 SK1119
 SK1119  HISTORY     - Date     Condition        Report By
 SK1119  HISTORY     - 1958     MONUMENTED       MNHD
 SK1119  HISTORY     - 1984     GOOD             MNDT
 SK1119  HISTORY     - 20030909 GOOD             MNDT
 SK1119
 SK1119                          STATION DESCRIPTION
 SK1119
 SK1119'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1119'2 MI SOUTH FROM KELLIHER.
 SK1119'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF KELLIHER, IN
 SK1119'THE NE 1/4 OF SECTION 11, T151N, R30W, 1.95 MILES SOUTH ALONG TRUNK
 SK1119'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 64.0
 SK1119'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 17.85,
 SK1119'147 FEET EAST-NORTHEAST OF A POWER POLE, AND 0.4 FOOT WEST OF A STEEL
 SK1119'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 SK1119'STAMPED---0413 B 1958---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 SK1119'CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND
 SK1119'AND IS ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  THE DISK IS
 SK1119'MARKED AND CHIPPED BUT THE CONCRETE POST IS STABLE IN THE GROUND.
 SK1119'NOTE--THIS MARK WAS USED BY NGS IN 1981 AS THE SECOND AZIMUTH MARK
 SK1119'FOR STATION SHOOKS NORTH BASE 2.
 SK1119
 SK1119                          STATION RECOVERY (2003)
 SK1119
 SK1119'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1119'2 MILES SOUTH OF KELLIHER, 1.90 MILES SOUTH OF JUNCTION OF TRUNK
 SK1119'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 17.75,
 SK1119'64.0 FEET EAST OF TRUNK HIGHWAY 72, 147 FEET EAST-NORTHEAST OF POWER
 SK1119'POLE, 0.4 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1107 ***********************************************************************
 SK1107  DESIGNATION -  0413 BA
 SK1107  PID         -  SK1107
 SK1107  STATE/COUNTY-  MN/BELTRAMI
 SK1107  COUNTRY     -  US
 SK1107  USGS QUAD   -  KELLIHER (1971)
 SK1107
 SK1107                         *CURRENT SURVEY CONTROL
 SK1107  ______________________________________________________________________
 SK1107* NAD 83(2007) POSITION- 47 57 43.45803(N) 094 27 00.82564(W)   ADJUSTED  
 SK1107* NAD 83(2007) ELLIP HT-   381.085 (meters)        (02/10/07)   ADJUSTED
 SK1107* NAD 83(2007) EPOCH   -  2002.00
 SK1107* NAVD 88 ORTHO HEIGHT -   409.441  (meters)    1343.31  (feet) ADJUSTED  
 SK1107  ______________________________________________________________________
 SK1107  NAD 83(2007) X  -   -332,029.030 (meters)                     COMP
 SK1107  NAD 83(2007) Y  - -4,266,205.054 (meters)                     COMP
 SK1107  NAD 83(2007) Z  -  4,714,336.435 (meters)                     COMP
 SK1107  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC09
 SK1107  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 SK1107  DYNAMIC HEIGHT  -        409.514 (meters)     1343.55  (feet) COMP
 SK1107  MODELED GRAVITY -    980,776.3   (mgal)                       NAVD 88
 SK1107
 SK1107  VERT ORDER      -  SECOND    CLASS I
 SK1107
 SK1107  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK1107  Type                                         Horiz  Ellip  Dist(km)
 SK1107  -------------------------------------------------------------------
 SK1107  NETWORK                                       0.51   0.61
 SK1107  -------------------------------------------------------------------
 SK1107  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.49      4.63
 SK1107  -------------------------------------------------------------------
 SK1107  NOTE: Click here for information on individual local accuracy
 SK1107  values and other accuracy information.
 SK1107
 SK1107
 SK1107.The horizontal coordinates were established by GPS observations
 SK1107.and adjusted by the National Geodetic Survey in February 2007.
 SK1107
 SK1107.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK1107.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK1107
 SK1107.The horizontal coordinates are valid at the epoch date displayed above
 SK1107.which is a decimal equivalence of Year/Month/Day.
 SK1107
 SK1107.The orthometric height was determined by differential leveling and
 SK1107.adjusted in June 1991.
 SK1107
 SK1107.Photographs are available for this station.
 SK1107
 SK1107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1107
 SK1107.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK1107
 SK1107.The ellipsoidal height was determined by GPS observations
 SK1107.and is referenced to NAD 83.
 SK1107
 SK1107.The dynamic height is computed by dividing the NAVD 88
 SK1107.geopotential number by the normal gravity value computed on the
 SK1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1107.degrees latitude (g = 980.6199 gals.).
 SK1107
 SK1107.The modeled gravity was interpolated from observed gravity values.
 SK1107
 SK1107. The following values were computed from the NAD 83(2007) position.
 SK1107
 SK1107;                    North         East     Units Scale Factor Converg.
 SK1107;SPC MN N     -   263,424.415   699,179.504   MT  0.99990525   -1 00 02.9
 SK1107;SPC MN N     -   864,251.60  2,293,891.42   sFT  0.99990525   -1 00 02.9
 SK1107;UTM  15      - 5,313,102.329   391,741.320   MT  0.99974401   -1 04 37.9
 SK1107
 SK1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1107!SPC MN N     -   0.99994028  x   0.99990525  =   0.99984553
 SK1107!UTM  15      -   0.99994028  x   0.99974401  =   0.99968430
 SK1107
 SK1107:                Primary Azimuth Mark                     Grid Az
 SK1107:SPC MN N     -  WALDO                                    175 52 28.4
 SK1107:UTM  15      -  WALDO                                    175 57 03.4
 SK1107
 SK1107|---------------------------------------------------------------------|
 SK1107| PID    Reference Object                     Distance      Geod. Az  |
 SK1107|                                                           dddmmss.s |
 SK1107| DG4794 WALDO                               APPROX. 0.5 KM 1745225.5 |
 SK1107|---------------------------------------------------------------------|
 SK1107
 SK1107                          SUPERSEDED SURVEY CONTROL
 SK1107
 SK1107  NAD 83(1996)-  47 57 43.45773(N)    094 27 00.82527(W) AD(       ) 1
 SK1107  ELLIP H (03/22/04)  381.097  (m)                       GP(       ) 3 2
 SK1107  NAVD 88 (03/22/04)  409.44   (m)         1343.3    (f) LEVELING    3  
 SK1107
 SK1107.Superseded values are not recommended for survey control.
 SK1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1107.See file dsdata.txt to determine how the superseded data were derived.
 SK1107
 SK1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9174113102(NAD 83)
 SK1107
 SK1107_MARKER: DV = VERTICAL CONTROL DISK
 SK1107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK1107_SP_SET: SHALLOW SET METAL ROD
 SK1107_STAMPING: 0413 BA 1983
 SK1107_MARK LOGO: MNDT  
 SK1107_PROJECTION: RECESSED 3 CENTIMETERS
 SK1107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK1107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1107+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 SK1107_ROD/PIPE-DEPTH:  2.4 meters
 SK1107
 SK1107  HISTORY     - Date     Condition        Report By
 SK1107  HISTORY     - 1983     MONUMENTED       MNDT
 SK1107  HISTORY     - 20030909 GOOD             MNDT
 SK1107  HISTORY     - 20061111 GOOD             USPSQD
 SK1107
 SK1107                          STATION DESCRIPTION
 SK1107
 SK1107'DESCRIBED BY MN DEPT OF TRANSP 1983
 SK1107'1.5 MI NORTH FROM KELLIHER.
 SK1107'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF KELLIHER,
 SK1107'NEAR THE SOUTH 1/4 OF SECTION 23, T152N, R30W, 1.5 MILES NORTH ALONG
 SK1107'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER,
 SK1107'75.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT
 SK1107'21.15, 45 FEET NORTH OF THE CENTER OF AN ENTRANCE WEST, 12.7 FEET
 SK1107'SOUTH OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 SK1107'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 SK1107'STAMPED---0413 BA 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 SK1107'BY 8 FOOT LONG COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH
 SK1107'WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF
 SK1107'TRUNK HIGHWAY 72.
 SK1107
 SK1107                          STATION RECOVERY (2003)
 SK1107
 SK1107'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1107'1.5 MILES NORTH OF KELLIHER, 1.5 MILES NORTH OF JUNCTION OF TRUNK
 SK1107'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 21.15,
 SK1107'75.0 FEET WEST OF TRUNK HIGHWAY 72, 45 FEET NORTH OF ENTRANCE WEST,
 SK1107'12.7 FEET SOUTH-SOUTHEAST OF POWER POLE, 6.0 FEET NORTH OF CABLE
 SK1107'MARKER, 1.0 FEET EAST OF WITNESS POST. THE ROD IS 8 FEET DEEP, DRIVEN
 SK1107'TO REFUSAL.
 SK1107
 SK1107                          STATION RECOVERY (2006)
 SK1107
 SK1107'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1107'ADDITIONAL DESCRIPTION, MARK IS AS DESCRIBED PLUS APPROXIMATELY 45
 SK1107'FEET NORTH OF A ROAD NAMED BEAR RUN DR.AND IT ONLY RUNS TO THE EAST.
 SK1107'SPSPS, ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1108 ***********************************************************************
 SK1108  DESIGNATION -  0413 BB
 SK1108  PID         -  SK1108
 SK1108  STATE/COUNTY-  MN/BELTRAMI
 SK1108  COUNTRY     -  US
 SK1108  USGS QUAD   -  KELLIHER (1971)
 SK1108
 SK1108                         *CURRENT SURVEY CONTROL
 SK1108  ______________________________________________________________________
 SK1108* NAD 83(1986) POSITION- 47 57 06.6    (N) 094 26 57.7    (W)   HD_HELD2  
 SK1108* NAVD 88 ORTHO HEIGHT -   411.239  (meters)    1349.21  (feet) ADJUSTED  
 SK1108  ______________________________________________________________________
 SK1108  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 SK1108  DYNAMIC HEIGHT  -        411.311 (meters)     1349.44  (feet) COMP
 SK1108  MODELED GRAVITY -    980,775.1   (mgal)                       NAVD 88
 SK1108
 SK1108  VERT ORDER      -  SECOND    CLASS I
 SK1108
 SK1108.The horizontal coordinates were established by autonomous hand held GPS
 SK1108.observations and have an estimated accuracy of +/- 10 meters.
 SK1108.
 SK1108.The orthometric height was determined by differential leveling and
 SK1108.adjusted in June 1991.
 SK1108
 SK1108.Photographs are available for this station.
 SK1108
 SK1108.The dynamic height is computed by dividing the NAVD 88
 SK1108.geopotential number by the normal gravity value computed on the
 SK1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1108.degrees latitude (g = 980.6199 gals.).
 SK1108
 SK1108.The modeled gravity was interpolated from observed gravity values.
 SK1108
 SK1108;                    North         East    Units  Estimated Accuracy
 SK1108;SPC MN N     -   262,285.      699,224.      MT  (+/- 10 meters HH2 GPS)
 SK1108
 SK1108                          SUPERSEDED SURVEY CONTROL
 SK1108
 SK1108.No superseded survey control is available for this station.
 SK1108
 SK1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9178411963(NAD 83)
 SK1108
 SK1108_MARKER: DV = VERTICAL CONTROL DISK
 SK1108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1108_SP_SET: ALUMINUM ALLOY ROD
 SK1108_STAMPING: 0413 BB 1983
 SK1108_MARK LOGO: MNDT  
 SK1108_PROJECTION: PROJECTING 3 CENTIMETERS
 SK1108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1108+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 SK1108_ROD/PIPE-DEPTH:  4.9 meters
 SK1108
 SK1108  HISTORY     - Date     Condition        Report By
 SK1108  HISTORY     - 1983     MONUMENTED       MNDT
 SK1108  HISTORY     - 20030909 GOOD             MNDT
 SK1108  HISTORY     - 20031001 GOOD             MNDT
 SK1108  HISTORY     - 20061111 GOOD             USPSQD
 SK1108
 SK1108                          STATION DESCRIPTION
 SK1108
 SK1108'DESCRIBED BY MN DEPT OF TRANSP 1983
 SK1108'0.75 MI NORTH FROM KELLIHER.
 SK1108'THE MARK IS LOCATED ABOUT 3/4 MILE NORTH OF THE TOWN OF KELLIHER,
 SK1108'NEAR THE CENTER OF SECTION 26, T152N, R30W, 0.75 MILE NORTH ALONG
 SK1108'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER,
 SK1108'75.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT
 SK1108'20.40, 20 FEET SOUTH OF THE CENTER OF AN ENTRANCE EAST, 77 FEET SOUTH
 SK1108'OF A POWER POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 SK1108'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SK1108'STAMPED---0413 BB 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER
 SK1108'BY 16 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.3 FOOT ABOVE THE
 SK1108'SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 SK1108'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 SK1108
 SK1108                          STATION RECOVERY (2003)
 SK1108
 SK1108'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1108'0.75 MILES NORTH OF KELLIHER, 0.75 MILES NORTH OF JUNCTION OF TRUNK
 SK1108'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 20.35,
 SK1108'75.0 FEET EAST OF TRUNK HIGHWAY 72, 20 FEET SOUTH OF ENTRANCE EAST, 77
 SK1108'FEET SOUTH OF POWER POLE, 1.0 FEET WEST OF WITNESS POST
 SK1108
 SK1108                          STATION RECOVERY (2003)
 SK1108
 SK1108'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK1108'THE MARK WAS RECOVERED IN GOOD CONDITION.
 SK1108
 SK1108                          STATION RECOVERY (2006)
 SK1108
 SK1108'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1114 ***********************************************************************
 SK1114  DESIGNATION -  0413 BC
 SK1114  PID         -  SK1114
 SK1114  STATE/COUNTY-  MN/BELTRAMI
 SK1114  COUNTRY     -  US
 SK1114  USGS QUAD   -  KELLIHER (1971)
 SK1114
 SK1114                         *CURRENT SURVEY CONTROL
 SK1114  ______________________________________________________________________
 SK1114* NAD 83(1986) POSITION- 47 56 32.7    (N) 094 26 53.9    (W)   HD_HELD2  
 SK1114* NAVD 88 ORTHO HEIGHT -   413.452  (meters)    1356.47  (feet) ADJUSTED  
 SK1114  ______________________________________________________________________
 SK1114  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 SK1114  DYNAMIC HEIGHT  -        413.524 (meters)     1356.70  (feet) COMP
 SK1114  MODELED GRAVITY -    980,774.1   (mgal)                       NAVD 88
 SK1114
 SK1114  VERT ORDER      -  SECOND    CLASS I
 SK1114
 SK1114.The horizontal coordinates were established by autonomous hand held GPS
 SK1114.observations and have an estimated accuracy of +/- 10 meters.
 SK1114.
 SK1114.The orthometric height was determined by differential leveling and
 SK1114.adjusted in June 1991.
 SK1114
 SK1114.Photographs are available for this station.
 SK1114
 SK1114.The dynamic height is computed by dividing the NAVD 88
 SK1114.geopotential number by the normal gravity value computed on the
 SK1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1114.degrees latitude (g = 980.6199 gals.).
 SK1114
 SK1114.The modeled gravity was interpolated from observed gravity values.
 SK1114
 SK1114;                    North         East    Units  Estimated Accuracy
 SK1114;SPC MN N     -   261,237.      699,285.      MT  (+/- 10 meters HH2 GPS)
 SK1114
 SK1114                          SUPERSEDED SURVEY CONTROL
 SK1114
 SK1114.No superseded survey control is available for this station.
 SK1114
 SK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9184310915(NAD 83)
 SK1114
 SK1114_MARKER: DB = BENCH MARK DISK
 SK1114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK1114_SP_SET: CONCRETE FOOTING
 SK1114_STAMPING: 0413 BC 1983
 SK1114_MARK LOGO: MNDT  
 SK1114_MAGNETIC: N = NO MAGNETIC MATERIAL
 SK1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK1114+STABILITY: SURFACE MOTION
 SK1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1114+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 SK1114
 SK1114  HISTORY     - Date     Condition        Report By
 SK1114  HISTORY     - 1983     MONUMENTED       MNDT
 SK1114  HISTORY     - 20030909 GOOD             MNDT
 SK1114  HISTORY     - 20031001 GOOD             MNDT
 SK1114  HISTORY     - 20061111 GOOD             USPSQD
 SK1114
 SK1114                          STATION DESCRIPTION
 SK1114
 SK1114'DESCRIBED BY MN DEPT OF TRANSP 1983
 SK1114'IN KELLIHER.
 SK1114'THE MARK IS LOCATED IN THE TOWN OF KELLIHER, NEAR THE CENTER OF
 SK1114'SECTION 35, T152N, R30W, 0.05 MILE NORTH ALONG TRUNK HIGHWAY 72 FROM
 SK1114'ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 74 FEET EAST OF THE
 SK1114'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 19.7, IN THE CONCRETE
 SK1114'FOOTING FOR THE SOUTHEAST LEG OF THE KELLIHER WATER TANK.  THE MARK,
 SK1114'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413 BC
 SK1114'1983---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 SK1114'FOOTING.
 SK1114
 SK1114                          STATION RECOVERY (2003)
 SK1114
 SK1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1114'IN KELLIHER, 0.05 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 72 AND
 SK1114'COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 19.7, IN CONCRETE
 SK1114'FOOTING OF SOUTHEAST LEG OF KELLIHER WATER TANK, 74 FEET EAST OF TRUNK
 SK1114'HIGHWAY 7
 SK1114
 SK1114                          STATION RECOVERY (2003)
 SK1114
 SK1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK1114'THE MARK WAS RECOVERED IN GOOD CONDITION.
 SK1114
 SK1114                          STATION RECOVERY (2006)
 SK1114
 SK1114'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1109 ***********************************************************************
 SK1109  DESIGNATION -  0413 BD
 SK1109  PID         -  SK1109
 SK1109  STATE/COUNTY-  MN/BELTRAMI
 SK1109  COUNTRY     -  US
 SK1109  USGS QUAD   -  KELLIHER (1971)
 SK1109
 SK1109                         *CURRENT SURVEY CONTROL
 SK1109  ______________________________________________________________________
 SK1109* NAD 83(1986) POSITION- 47 56 26.     (N) 094 26 12.     (W)   SCALED    
 SK1109* NAVD 88 ORTHO HEIGHT -   418.088  (meters)    1371.68  (feet) ADJUSTED  
 SK1109  ______________________________________________________________________
 SK1109  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 SK1109  DYNAMIC HEIGHT  -        418.161 (meters)     1371.92  (feet) COMP
 SK1109  MODELED GRAVITY -    980,773.5   (mgal)                       NAVD 88
 SK1109
 SK1109  VERT ORDER      -  SECOND    CLASS I
 SK1109
 SK1109.The horizontal coordinates were scaled from a topographic map and have
 SK1109.an estimated accuracy of +/- 6 seconds.
 SK1109.
 SK1109.The orthometric height was determined by differential leveling and
 SK1109.adjusted in June 1991.
 SK1109
 SK1109.The dynamic height is computed by dividing the NAVD 88
 SK1109.geopotential number by the normal gravity value computed on the
 SK1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1109.degrees latitude (g = 980.6199 gals.).
 SK1109
 SK1109.The modeled gravity was interpolated from observed gravity values.
 SK1109
 SK1109;                    North         East    Units  Estimated Accuracy
 SK1109;SPC MN N     -   261,020.      700,150.      MT  (+/- 180 meters Scaled)
 SK1109
 SK1109                          SUPERSEDED SURVEY CONTROL
 SK1109
 SK1109.No superseded survey control is available for this station.
 SK1109
 SK1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP927106(NAD 83)
 SK1109
 SK1109_MARKER: DB = BENCH MARK DISK
 SK1109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1109_SP_SET: ALUMINUM ALLOY ROD
 SK1109_STAMPING: 0413 BD 1984
 SK1109_MARK LOGO: MNDT  
 SK1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1109
 SK1109  HISTORY     - Date     Condition        Report By
 SK1109  HISTORY     - 1984     MONUMENTED       MNDT
 SK1109  HISTORY     - 20061111 MARK NOT FOUND   USPSQD
 SK1109
 SK1109                          STATION DESCRIPTION
 SK1109
 SK1109'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1109'0.6 MI EAST FROM KELLIHER.
 SK1109'THE MARK IS LOCATED ABOUT 1/2 MILE EAST OF THE TOWN OF KELLIHER, IN
 SK1109'THE NW 1/4 OF SECTION 36, T152N, R30W, 0.6 MILE EAST ALONG COUNTY
 SK1109'ROAD 36 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 AT KELLIHER, 59.0
 SK1109'FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 36, AT THE SOUTHEAST
 SK1109'CORNER OF A BALL PARK, 1.2 FEET NORTH-NORTHEAST OF A CYCLONE FENCE
 SK1109'CORNER, 14.2 FEET NORTH OF A WOOD POST, 51.7 FEET WEST OF THE WEST
 SK1109'LEG OF A SIGN, AND 2.0 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK,
 SK1109'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SK1109'STAMPED---0413 BD 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 SK1109'BY 17 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 SK1109'THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF COUNTY ROAD 36.  A
 SK1109'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 SK1109
 SK1109                          STATION RECOVERY (2006)
 SK1109
 SK1109'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1109'MARK NOT FOUND. BALL PARK AND SURROUNDING AREA HAS BEEN
 SK1109'REMODLED,WITNESS POST MISSING. SPSPS,ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1110 ***********************************************************************
 SK1110  DESIGNATION -  0413 BE
 SK1110  PID         -  SK1110
 SK1110  STATE/COUNTY-  MN/BELTRAMI
 SK1110  COUNTRY     -  US
 SK1110  USGS QUAD   -  KELLIHER (1971)
 SK1110
 SK1110                         *CURRENT SURVEY CONTROL
 SK1110  ______________________________________________________________________
 SK1110* NAD 83(1986) POSITION- 47 56 26.2    (N) 094 25 04.3    (W)   HD_HELD2  
 SK1110* NAVD 88 ORTHO HEIGHT -   420.341  (meters)    1379.07  (feet) ADJUSTED  
 SK1110  ______________________________________________________________________
 SK1110  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 SK1110  DYNAMIC HEIGHT  -        420.415 (meters)     1379.31  (feet) COMP
 SK1110  MODELED GRAVITY -    980,772.9   (mgal)                       NAVD 88
 SK1110
 SK1110  VERT ORDER      -  SECOND    CLASS I
 SK1110
 SK1110.The horizontal coordinates were established by autonomous hand held GPS
 SK1110.observations and have an estimated accuracy of +/- 10 meters.
 SK1110.
 SK1110.The orthometric height was determined by differential leveling and
 SK1110.adjusted in June 1991.
 SK1110
 SK1110.The dynamic height is computed by dividing the NAVD 88
 SK1110.geopotential number by the normal gravity value computed on the
 SK1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1110.degrees latitude (g = 980.6199 gals.).
 SK1110
 SK1110.The modeled gravity was interpolated from observed gravity values.
 SK1110
 SK1110;                    North         East    Units  Estimated Accuracy
 SK1110;SPC MN N     -   260,997.      701,556.      MT  (+/- 10 meters HH2 GPS)
 SK1110
 SK1110                          SUPERSEDED SURVEY CONTROL
 SK1110
 SK1110.No superseded survey control is available for this station.
 SK1110
 SK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9411310672(NAD 83)
 SK1110
 SK1110_MARKER: DB = BENCH MARK DISK
 SK1110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1110_SP_SET: ALUMINUM ALLOY ROD
 SK1110_STAMPING: 0413 BE 1984
 SK1110_MARK LOGO: MNDT  
 SK1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1110
 SK1110  HISTORY     - Date     Condition        Report By
 SK1110  HISTORY     - 1984     MONUMENTED       MNDT
 SK1110
 SK1110                          STATION DESCRIPTION
 SK1110
 SK1110'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1110'1.5 MI EAST FROM KELLIHER.
 SK1110'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE TOWN OF KELLIHER,
 SK1110'IN THE NE 1/4 OF SECTION 36, T152N, R30W, 1.5 MILES EAST ALONG COUNTY
 SK1110'ROAD 36 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 AT KELLIHER, IN THE
 SK1110'NORTHWEST QUADRANT OF THE INTERSECTION OF COUNTY ROAD 36 AND COUNTY
 SK1110'ROAD 107, 29.0 FEET WEST OF THE CENTER OF COUNTY ROAD 107, 153 FEET
 SK1110'NORTH OF THE CENTERLINE OF COUNTY ROAD 36, 2 FEET NORTHEAST OF A
 SK1110'POWER POLE WITH A GUY WIRE, AND 1.5 FEET SOUTHEAST OF A STEEL WITNESS
 SK1110'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 SK1110'DISK STAMPED---0413 BE 1984---, IS SET ON THE TOP OF A 5/8 INCH
 SK1110'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT
 SK1110'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH COUNTY ROAD
 SK1110'107.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1111 ***********************************************************************
 SK1111  DESIGNATION -  0413 BF
 SK1111  PID         -  SK1111
 SK1111  STATE/COUNTY-  MN/BELTRAMI
 SK1111  COUNTRY     -  US
 SK1111  USGS QUAD   -  KELLIHER (1971)
 SK1111
 SK1111                         *CURRENT SURVEY CONTROL
 SK1111  ______________________________________________________________________
 SK1111* NAD 83(1986) POSITION- 47 57 04.6    (N) 094 25 03.9    (W)   HD_HELD2  
 SK1111* NAVD 88 ORTHO HEIGHT -   419.740  (meters)    1377.10  (feet) ADJUSTED  
 SK1111  ______________________________________________________________________
 SK1111  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 SK1111  DYNAMIC HEIGHT  -        419.813 (meters)     1377.34  (feet) COMP
 SK1111  MODELED GRAVITY -    980,774.1   (mgal)                       NAVD 88
 SK1111
 SK1111  VERT ORDER      -  SECOND    CLASS I
 SK1111
 SK1111.The horizontal coordinates were established by autonomous hand held GPS
 SK1111.observations and have an estimated accuracy of +/- 10 meters.
 SK1111.
 SK1111.The orthometric height was determined by differential leveling and
 SK1111.adjusted in June 1991.
 SK1111
 SK1111.The dynamic height is computed by dividing the NAVD 88
 SK1111.geopotential number by the normal gravity value computed on the
 SK1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1111.degrees latitude (g = 980.6199 gals.).
 SK1111
 SK1111.The modeled gravity was interpolated from observed gravity values.
 SK1111
 SK1111;                    North         East    Units  Estimated Accuracy
 SK1111;SPC MN N     -   262,183.      701,584.      MT  (+/- 10 meters HH2 GPS)
 SK1111
 SK1111                          SUPERSEDED SURVEY CONTROL
 SK1111
 SK1111.No superseded survey control is available for this station.
 SK1111
 SK1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9414311857(NAD 83)
 SK1111
 SK1111_MARKER: DB = BENCH MARK DISK
 SK1111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1111_SP_SET: ALUMINUM ALLOY ROD
 SK1111_STAMPING: 0413 BF 1984
 SK1111_MARK LOGO: MNDT  
 SK1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1111
 SK1111  HISTORY     - Date     Condition        Report By
 SK1111  HISTORY     - 1984     MONUMENTED       MNDT
 SK1111
 SK1111                          STATION DESCRIPTION
 SK1111
 SK1111'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1111'1.5 MI ENE FROM KELLIHER.
 SK1111'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE TOWN OF
 SK1111'KELLIHER, IN THE SE 1/4 OF SECTION 25, T152N, R30W, 1.5 MILES EAST
 SK1111'ALONG COUNTY ROAD 36 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 AT
 SK1111'KELLIHER, THENCE 0.8 MILE NORTH ALONG COUNTY ROAD 107, 29 FEET WEST
 SK1111'OF THE CENTER OF COUNTY ROAD 107, 20.5 FEET NORTH OF A CORNER FENCE
 SK1111'POST, 2.2 FEET EAST OF A POWER POLE, 0.8 FOOT EAST OF A FENCELINE,
 SK1111'AND 1.2 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 SK1111'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0413 BF
 SK1111'1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 18 FOOT LONG
 SK1111'DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 SK1111'GROUND AND IS ABOUT LEVEL WITH COUNTY ROAD 107.  A MAGNET IN THE DISK
 SK1111'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1112 ***********************************************************************
 SK1112  DESIGNATION -  0413 BG
 SK1112  PID         -  SK1112
 SK1112  STATE/COUNTY-  MN/BELTRAMI
 SK1112  COUNTRY     -  US
 SK1112  USGS QUAD   -  KELLIHER (1971)
 SK1112
 SK1112                         *CURRENT SURVEY CONTROL
 SK1112  ______________________________________________________________________
 SK1112* NAD 83(1986) POSITION- 47 57 54.     (N) 094 25 03.     (W)   SCALED    
 SK1112* NAVD 88 ORTHO HEIGHT -   413.351  (meters)    1356.14  (feet) ADJUSTED  
 SK1112  ______________________________________________________________________
 SK1112  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 SK1112  DYNAMIC HEIGHT  -        413.424 (meters)     1356.38  (feet) COMP
 SK1112  MODELED GRAVITY -    980,775.7   (mgal)                       NAVD 88
 SK1112
 SK1112  VERT ORDER      -  SECOND    CLASS I
 SK1112
 SK1112.The horizontal coordinates were scaled from a topographic map and have
 SK1112.an estimated accuracy of +/- 6 seconds.
 SK1112.
 SK1112.The orthometric height was determined by differential leveling and
 SK1112.adjusted in June 1991.
 SK1112
 SK1112.The dynamic height is computed by dividing the NAVD 88
 SK1112.geopotential number by the normal gravity value computed on the
 SK1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1112.degrees latitude (g = 980.6199 gals.).
 SK1112
 SK1112.The modeled gravity was interpolated from observed gravity values.
 SK1112
 SK1112;                    North         East    Units  Estimated Accuracy
 SK1112;SPC MN N     -   263,710.      701,630.      MT  (+/- 180 meters Scaled)
 SK1112
 SK1112                          SUPERSEDED SURVEY CONTROL
 SK1112
 SK1112.No superseded survey control is available for this station.
 SK1112
 SK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP941133(NAD 83)
 SK1112
 SK1112_MARKER: DB = BENCH MARK DISK
 SK1112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1112_SP_SET: ALUMINUM ALLOY ROD
 SK1112_STAMPING: 0413 BG 1984
 SK1112_MARK LOGO: MNDT  
 SK1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1112
 SK1112  HISTORY     - Date     Condition        Report By
 SK1112  HISTORY     - 1984     MONUMENTED       MNDT
 SK1112
 SK1112                          STATION DESCRIPTION
 SK1112
 SK1112'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1112'1.7 MI NE FROM KELLIHER.
 SK1112'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF THE TOWN OF
 SK1112'KELLIHER, IN THE SE 1/4 OF SECTION 24, T152N, R30W, 1.5 MILES EAST
 SK1112'ALONG COUNTY ROAD 36 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 AT
 SK1112'KELLIHER, THENCE 1.7 MILES NORTH ALONG COUNTY ROAD 107, 56.0 FEET
 SK1112'WEST OF THE CENTER OF COUNTY ROAD 107, 21 FEET NORTH OF THE CENTER OF
 SK1112'A TRAIL WEST, AND 1.1 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST.
 SK1112'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SK1112'STAMPED---0413 BG 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 SK1112'BY 45 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 SK1112'THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1116 ***********************************************************************
 SK1116  DESIGNATION -  0413 C
 SK1116  PID         -  SK1116
 SK1116  STATE/COUNTY-  MN/BELTRAMI
 SK1116  COUNTRY     -  US
 SK1116  USGS QUAD   -  KELLIHER (1971)
 SK1116
 SK1116                         *CURRENT SURVEY CONTROL
 SK1116  ______________________________________________________________________
 SK1116* NAD 83(1986) POSITION- 47 55 25.     (N) 094 26 35.     (W)   SCALED    
 SK1116* NAVD 88 ORTHO HEIGHT -   413.380  (meters)    1356.23  (feet) ADJUSTED  
 SK1116  ______________________________________________________________________
 SK1116  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 SK1116  DYNAMIC HEIGHT  -        413.451 (meters)     1356.46  (feet) COMP
 SK1116  MODELED GRAVITY -    980,771.9   (mgal)                       NAVD 88
 SK1116
 SK1116  VERT ORDER      -  SECOND    CLASS I
 SK1116
 SK1116.The horizontal coordinates were scaled from a topographic map and have
 SK1116.an estimated accuracy of +/- 6 seconds.
 SK1116.
 SK1116.The orthometric height was determined by differential leveling and
 SK1116.adjusted in June 1991.
 SK1116
 SK1116.The dynamic height is computed by dividing the NAVD 88
 SK1116.geopotential number by the normal gravity value computed on the
 SK1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1116.degrees latitude (g = 980.6199 gals.).
 SK1116
 SK1116.The modeled gravity was interpolated from observed gravity values.
 SK1116
 SK1116;                    North         East    Units  Estimated Accuracy
 SK1116;SPC MN N     -   259,140.      699,640.      MT  (+/- 180 meters Scaled)
 SK1116
 SK1116                          SUPERSEDED SURVEY CONTROL
 SK1116
 SK1116.No superseded survey control is available for this station.
 SK1116
 SK1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP921088(NAD 83)
 SK1116
 SK1116_MARKER: DB = BENCH MARK DISK
 SK1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK1116_SP_SET: CONCRETE POST
 SK1116_STAMPING: 0413 C 1958
 SK1116_MARK LOGO: MNHD  
 SK1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK1116+STABILITY: SURFACE MOTION
 SK1116
 SK1116  HISTORY     - Date     Condition        Report By
 SK1116  HISTORY     - 1958     MONUMENTED       MNDT
 SK1116  HISTORY     - 1984     GOOD             MNDT
 SK1116  HISTORY     - 20030909 MARK NOT FOUND   MNDT
 SK1116
 SK1116                          STATION DESCRIPTION
 SK1116
 SK1116'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1116'1.25 MI SOUTH FROM KELLIHER.
 SK1116'THE MARK IS LOCATED ABOUT 1-1/4 MILES SOUTH OF THE TOWN OF KELLIHER,
 SK1116'IN THE SE 1/4 OF SECTION 2, T151N, R30W, 1.3 MILES SOUTH ALONG TRUNK
 SK1116'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 170
 SK1116'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 18.5, 73
 SK1116'FEET SOUTH OF THE CENTER OF A ROAD, 20.4 FEET SOUTHEAST OF A POWER
 SK1116'POLE, AND 0.7 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 SK1116'STANDARD MNHD BENCH MARK DISK STAMPED---0413 C 1958---, IS SET IN THE
 SK1116'TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS 0.3 FOOT
 SK1116'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL
 SK1116'OF TRUNK HIGHWAY 72.
 SK1116
 SK1116                          STATION RECOVERY (2003)
 SK1116
 SK1116'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1116'1.25 MILES SOUTH OF KELLIHER, 1.3 MILES SOUTH OF JUNCTION OF TRUNK
 SK1116'HIGHWAY 72 AND COUNTY ROAD 36, AT TRUNK HIGHWAY 72 MILEPOINT 18.5, 170
 SK1116'FEET EAST OF TRUNK HIGHWAY 72, 73 FEET SOUTH OF ROAD, 20.4 FEET
 SK1116'SOUTHEAST OF POWER POLE, 0.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1106 ***********************************************************************
 SK1106  DESIGNATION -  0413 D
 SK1106  PID         -  SK1106
 SK1106  STATE/COUNTY-  MN/BELTRAMI
 SK1106  COUNTRY     -  US
 SK1106  USGS QUAD   -  KELLIHER (1971)
 SK1106
 SK1106                         *CURRENT SURVEY CONTROL
 SK1106  ______________________________________________________________________
 SK1106* NAD 83(1986) POSITION- 47 58 34.6    (N) 094 27 02.2    (W)   HD_HELD2  
 SK1106* NAVD 88 ORTHO HEIGHT -   406.741  (meters)    1334.45  (feet) ADJUSTED  
 SK1106  ______________________________________________________________________
 SK1106  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 SK1106  DYNAMIC HEIGHT  -        406.814 (meters)     1334.69  (feet) COMP
 SK1106  MODELED GRAVITY -    980,777.8   (mgal)                       NAVD 88
 SK1106
 SK1106  VERT ORDER      -  SECOND    CLASS I
 SK1106
 SK1106.The horizontal coordinates were established by autonomous hand held GPS
 SK1106.observations and have an estimated accuracy of +/- 10 meters.
 SK1106.
 SK1106.The orthometric height was determined by differential leveling and
 SK1106.adjusted in June 1991.
 SK1106
 SK1106.Photographs are available for this station.
 SK1106
 SK1106.The dynamic height is computed by dividing the NAVD 88
 SK1106.geopotential number by the normal gravity value computed on the
 SK1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1106.degrees latitude (g = 980.6199 gals.).
 SK1106
 SK1106.The modeled gravity was interpolated from observed gravity values.
 SK1106
 SK1106;                    North         East    Units  Estimated Accuracy
 SK1106;SPC MN N     -   265,004.      699,179.      MT  (+/- 10 meters HH2 GPS)
 SK1106
 SK1106                          SUPERSEDED SURVEY CONTROL
 SK1106
 SK1106.No superseded survey control is available for this station.
 SK1106
 SK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9174214681(NAD 83)
 SK1106
 SK1106_MARKER: DB = BENCH MARK DISK
 SK1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK1106_SP_SET: CONCRETE POST
 SK1106_STAMPING: 0413 D 1962
 SK1106_MARK LOGO: MNDT  
 SK1106_PROJECTION: FLUSH
 SK1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK1106+STABILITY: SURFACE MOTION
 SK1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1106+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 SK1106
 SK1106  HISTORY     - Date     Condition        Report By
 SK1106  HISTORY     - 1962     MONUMENTED       MNDT
 SK1106  HISTORY     - 1983     GOOD             MNDT
 SK1106  HISTORY     - 20030909 GOOD             MNDT
 SK1106  HISTORY     - 20061111 GOOD             USPSQD
 SK1106
 SK1106                          STATION DESCRIPTION
 SK1106
 SK1106'DESCRIBED BY MN DEPT OF TRANSP 1983
 SK1106'2.5 MI NORTH FROM KELLIHER.
 SK1106'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE TOWN OF KELLIHER,
 SK1106'IN THE NW 1/4 OF SECTION 23, T152N, R30W, 2.4 MILES NORTH ALONG TRUNK
 SK1106'HIGHWAY 72 FROM ITS JUNCTION WITH COUNTY ROAD 36 AT KELLIHER, 110
 SK1106'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT ENGINEERS STATION
 SK1106'708+15 AND MILEPOINT 22.1 AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 SK1106'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---0413 D---, IS SET
 SK1106'IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH
 SK1106'THE SURFACE OF THE GROUND.
 SK1106
 SK1106                          STATION RECOVERY (2003)
 SK1106
 SK1106'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1106'2.5 MILES NORTH OF KELLIHER, 2.4 MILES NORTH OF JUNCTION OF TRUNK
 SK1106'HIGHWAY 72 AND COUNTY ROAD 36 EAST, AT TRUNK HIGHWAY 72 MILEPOINT
 SK1106'22.1, 110 FEET WEST OF TRUNK HIGHWAY 72, 57.3 FEET SOUTH OF MAPLE VIEW
 SK1106'ROAD NORTHEAST, 47.0 FEET NORTH OF FENCELINE, 36.4 FEET WEST OF FENCE
 SK1106'LINE, 1.0 FEET EAST OF WITNESS POST
 SK1106
 SK1106                          STATION RECOVERY (2006)
 SK1106
 SK1106'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SK1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1393 ***********************************************************************
 TC1393  DESIGNATION -  0413 G
 TC1393  PID         -  TC1393
 TC1393  STATE/COUNTY-  MN/BELTRAMI
 TC1393  COUNTRY     -  US
 TC1393  USGS QUAD   -  NORMAN LAKE SW (1973)
 TC1393
 TC1393                         *CURRENT SURVEY CONTROL
 TC1393  ______________________________________________________________________
 TC1393* NAD 83(1986) POSITION- 48 04 07.4    (N) 094 29 25.7    (W)   HD_HELD2  
 TC1393* NAVD 88 ORTHO HEIGHT -   374.789  (meters)    1229.62  (feet) ADJUSTED  
 TC1393  ______________________________________________________________________
 TC1393  GEOID HEIGHT    -        -28.49  (meters)                     GEOID09
 TC1393  DYNAMIC HEIGHT  -        374.859 (meters)     1229.85  (feet) COMP
 TC1393  MODELED GRAVITY -    980,787.0   (mgal)                       NAVD 88
 TC1393
 TC1393  VERT ORDER      -  SECOND    CLASS I
 TC1393
 TC1393.The horizontal coordinates were established by autonomous hand held GPS
 TC1393.observations and have an estimated accuracy of +/- 10 meters.
 TC1393.
 TC1393.The orthometric height was determined by differential leveling and
 TC1393.adjusted in June 1991.
 TC1393
 TC1393.Photographs are available for this station.
 TC1393
 TC1393.The dynamic height is computed by dividing the NAVD 88
 TC1393.geopotential number by the normal gravity value computed on the
 TC1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1393.degrees latitude (g = 980.6199 gals.).
 TC1393
 TC1393.The modeled gravity was interpolated from observed gravity values.
 TC1393
 TC1393;                    North         East    Units  Estimated Accuracy
 TC1393;SPC MN N     -   275,333.      696,388.      MT  (+/- 10 meters HH2 GPS)
 TC1393
 TC1393                          SUPERSEDED SURVEY CONTROL
 TC1393
 TC1393.No superseded survey control is available for this station.
 TC1393
 TC1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8896625012(NAD 83)
 TC1393
 TC1393_MARKER: DB = BENCH MARK DISK
 TC1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1393_SP_SET: CONCRETE POST
 TC1393_STAMPING: 0413 G 1959
 TC1393_MARK LOGO: MNDT  
 TC1393_PROJECTION: FLUSH
 TC1393_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TC1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1393+STABILITY: SURFACE MOTION
 TC1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1393+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 TC1393
 TC1393  HISTORY     - Date     Condition        Report By
 TC1393  HISTORY     - 1962     MONUMENTED       MNDT
 TC1393  HISTORY     - 1983     GOOD             MNDT
 TC1393  HISTORY     - 20030909 GOOD             MNDT
 TC1393  HISTORY     - 20040102 GOOD             USPSQD
 TC1393  HISTORY     - 20061111 GOOD             USPSQD
 TC1393
 TC1393                          STATION DESCRIPTION
 TC1393
 TC1393'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1393'9.5 MI NORTH FROM KELLIHER.
 TC1393'THE MARK IS LOCATED ABOUT 9-1/2 MILES NORTH OF THE TOWN OF KELLIHER
 TC1393'OR 7-1/2 MILES SOUTH OF THE TOWN OF WASKISH, IN THE SE 1/4 OF SECTION
 TC1393'16, T153N, R30W, 9.4 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1393'JUNCTION WITH COUNTY ROAD 36 AT KELLIHER OR 7.55 MILES SOUTH ALONG
 TC1393'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1393'RIVER AT WASKISH, 80.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1393'72 AT ENGINEERS STATION 1077+36 AND MILEPOINT 29.10 AND 1.0 FOOT WEST
 TC1393'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1393'STAMPED---0413 G---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 TC1393'CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1393
 TC1393                          STATION RECOVERY (2003)
 TC1393
 TC1393'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1393'7.5 MILES SOUTH OF WASKISH, 7.55 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1393'BRIDGE 04002 OVER TAMARAC RIVER, 80.0 FEET EAST OF TRUNK HIGHWAY 72,
 TC1393'39.6 FEET NORTH OF WILD RICE ROAD, 1.0 FEET WEST OF WITNESS POST, AT
 TC1393'TRUNK HIGHWAY 72 MILEPOINT 29.10
 TC1393
 TC1393                          STATION RECOVERY (2004)
 TC1393
 TC1393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 TC1393'RECOVERED AS DESCRIBED ANDIN GOOD CONDITION. SPSPS JRD
 TC1393
 TC1393                          STATION RECOVERY (2006)
 TC1393
 TC1393'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 TC1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1382 ***********************************************************************
 TC1382  DESIGNATION -  0413 I
 TC1382  PID         -  TC1382
 TC1382  STATE/COUNTY-  MN/BELTRAMI
 TC1382  COUNTRY     -  US
 TC1382  USGS QUAD   -  WASKISH (1973)
 TC1382
 TC1382                         *CURRENT SURVEY CONTROL
 TC1382  ______________________________________________________________________
 TC1382* NAD 83(1986) POSITION- 48 10 27.4    (N) 094 30 44.7    (W)   HD_HELD2  
 TC1382* NAVD 88 ORTHO HEIGHT -   358.840  (meters)    1177.29  (feet) ADJUSTED  
 TC1382  ______________________________________________________________________
 TC1382  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1382  DYNAMIC HEIGHT  -        358.910 (meters)     1177.52  (feet) COMP
 TC1382  MODELED GRAVITY -    980,797.3   (mgal)                       NAVD 88
 TC1382
 TC1382  VERT ORDER      -  SECOND    CLASS I
 TC1382
 TC1382.The horizontal coordinates were established by autonomous hand held GPS
 TC1382.observations and have an estimated accuracy of +/- 10 meters.
 TC1382.
 TC1382.The orthometric height was determined by differential leveling and
 TC1382.adjusted in June 1991.
 TC1382
 TC1382.Photographs are available for this station.
 TC1382
 TC1382.The dynamic height is computed by dividing the NAVD 88
 TC1382.geopotential number by the normal gravity value computed on the
 TC1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1382.degrees latitude (g = 980.6199 gals.).
 TC1382
 TC1382.The modeled gravity was interpolated from observed gravity values.
 TC1382
 TC1382;                    North         East    Units  Estimated Accuracy
 TC1382;SPC MN N     -   287,097.      694,968.      MT  (+/- 10 meters HH2 GPS)
 TC1382
 TC1382                          SUPERSEDED SURVEY CONTROL
 TC1382
 TC1382.No superseded survey control is available for this station.
 TC1382
 TC1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8756236776(NAD 83)
 TC1382
 TC1382_MARKER: DB = BENCH MARK DISK
 TC1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1382_SP_SET: CONCRETE POST
 TC1382_STAMPING: 0413 I 1983
 TC1382_MARK LOGO: MNDT  
 TC1382_PROJECTION: PROJECTING 61 CENTIMETERS
 TC1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1382+STABILITY: SURFACE MOTION
 TC1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1382+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 TC1382
 TC1382  HISTORY     - Date     Condition        Report By
 TC1382  HISTORY     - 1962     MONUMENTED       MNDT
 TC1382  HISTORY     - 1983     GOOD             MNDT
 TC1382  HISTORY     - 20030910 GOOD             MNDT
 TC1382
 TC1382                          STATION DESCRIPTION
 TC1382
 TC1382'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1382'IN WASKISH.
 TC1382'THE MARK IS LOCATED IN THE TOWN OF WASKISH, IN THE NE 1/4 OF SECTION
 TC1382'8, T154N, R30W, 0.1 MILE SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE
 TC1382'(NUMBER 04002) OVER THE TAMARAC RIVER AT WASKISH, ABOUT 1-1/4 MILES
 TC1382'NORTH OF A ROAD TO RED LAKE CABINS, 75.0 FEET EAST OF THE CENTERLINE
 TC1382'OF TRUNK HIGHWAY 72 AT ENGINEERS STATION 1472+75 AND MILEPOINT 36.55,
 TC1382'AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 TC1382'BENCH MARK DISK STAMPED---0413 I---, IS SET IN THE TOP OF A 6 FOOT
 TC1382'LONG PRECAST CONCRETE POST THAT PROJECTS 1.0 FOOT ABOVE THE SURFACE
 TC1382'OF THE GROUND.
 TC1382
 TC1382                          STATION RECOVERY (2003)
 TC1382
 TC1382'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1382'IN WASKISH, 0.05 MILES SOUTH OF TRUNK HIGHWAY 72 BRIDGE 04002 OVER
 TC1382'TAMARAC RIVER, 1.25 MILES NORTH OF ROAD TO RED LAKE CABINS, 150 FEET
 TC1382'NORTH OF DRIVEWAY NUMBER 55716, 75.0 FEET EAST OF TRUNK HIGHWAY 72,
 TC1382'1.0 FEET WEST OF WITNESS POST, AT TRUNK HIGHWAY 72 MILEPOINT 36.55
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1377 ***********************************************************************
 TC1377  DESIGNATION -  0413 L
 TC1377  PID         -  TC1377
 TC1377  STATE/COUNTY-  MN/BELTRAMI
 TC1377  COUNTRY     -  US
 TC1377  USGS QUAD   -  WASKISH (1973)
 TC1377
 TC1377                         *CURRENT SURVEY CONTROL
 TC1377  ______________________________________________________________________
 TC1377* NAD 83(2007) POSITION- 48 12 25.37624(N) 094 33 14.69603(W)   ADJUSTED  
 TC1377* NAD 83(2007) ELLIP HT-   331.282 (meters)        (02/10/07)   ADJUSTED
 TC1377* NAD 83(2007) EPOCH   -  2002.00
 TC1377* NAVD 88 ORTHO HEIGHT -   359.846  (meters)    1180.59  (feet) ADJUSTED  
 TC1377  ______________________________________________________________________
 TC1377  NAD 83(2007) X  -   -338,149.144 (meters)                     COMP
 TC1377  NAD 83(2007) Y  - -4,245,356.158 (meters)                     COMP
 TC1377  NAD 83(2007) Z  -  4,732,497.270 (meters)                     COMP
 TC1377  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC09
 TC1377  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 TC1377  DYNAMIC HEIGHT  -        359.918 (meters)     1180.83  (feet) COMP
 TC1377  MODELED GRAVITY -    980,800.5   (mgal)                       NAVD 88
 TC1377
 TC1377  VERT ORDER      -  SECOND    CLASS I
 TC1377
 TC1377  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1377  Type                                         Horiz  Ellip  Dist(km)
 TC1377  -------------------------------------------------------------------
 TC1377  NETWORK                                       0.52   0.55
 TC1377  -------------------------------------------------------------------
 TC1377  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.46   0.42      3.91
 TC1377  -------------------------------------------------------------------
 TC1377  NOTE: Click here for information on individual local accuracy
 TC1377  values and other accuracy information.
 TC1377
 TC1377
 TC1377.The horizontal coordinates were established by GPS observations
 TC1377.and adjusted by the National Geodetic Survey in February 2007.
 TC1377
 TC1377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1377.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1377
 TC1377.The horizontal coordinates are valid at the epoch date displayed above
 TC1377.which is a decimal equivalence of Year/Month/Day.
 TC1377
 TC1377.The orthometric height was determined by differential leveling and
 TC1377.adjusted in December 2006.
 TC1377
 TC1377.No vertical observational check was made to the station.
 TC1377
 TC1377.Photographs are available for this station.
 TC1377
 TC1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1377
 TC1377.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1377
 TC1377.The ellipsoidal height was determined by GPS observations
 TC1377.and is referenced to NAD 83.
 TC1377
 TC1377.The dynamic height is computed by dividing the NAVD 88
 TC1377.geopotential number by the normal gravity value computed on the
 TC1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1377.degrees latitude (g = 980.6199 gals.).
 TC1377
 TC1377.The modeled gravity was interpolated from observed gravity values.
 TC1377
 TC1377. The following values were computed from the NAD 83(2007) position.
 TC1377
 TC1377;                    North         East     Units Scale Factor Converg.
 TC1377;SPC MN N     -   290,797.395   691,938.107   MT  0.99992384   -1 04 40.1
 TC1377;SPC MN N     -   954,057.79  2,270,133.61   sFT  0.99992384   -1 04 40.1
 TC1377;UTM  15      - 5,340,480.861   384,538.645   MT  0.99976380   -1 09 31.6
 TC1377
 TC1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1377!SPC MN N     -   0.99994808  x   0.99992384  =   0.99987193
 TC1377!UTM  15      -   0.99994808  x   0.99976380  =   0.99971189
 TC1377
 TC1377:                Primary Azimuth Mark                     Grid Az
 TC1377:SPC MN N     -  SALE                                     002 21 54.4
 TC1377:UTM  15      -  SALE                                     002 26 45.9
 TC1377
 TC1377|---------------------------------------------------------------------|
 TC1377| PID    Reference Object                     Distance      Geod. Az  |
 TC1377|                                                           dddmmss.s |
 TC1377| DF6958 SALE                                APPROX. 0.6 KM 0011714.3 |
 TC1377|---------------------------------------------------------------------|
 TC1377
 TC1377                          SUPERSEDED SURVEY CONTROL
 TC1377
 TC1377  NAD 83(1996)-  48 12 25.37618(N)    094 33 14.69595(W) AD(       ) 1
 TC1377  ELLIP H (08/08/03)  331.286  (m)                       GP(       ) 3 2
 TC1377  NAVD 88 (08/08/03)  359.9    (m)  GEOID99 model used   GPS OBS        
 TC1377  NAVD 88 (06/15/91)  359.822  (m)         1180.52   (f) SUPERSEDED  2 1
 TC1377
 TC1377.Superseded values are not recommended for survey control.
 TC1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1377.See file dsdata.txt to determine how the superseded data were derived.
 TC1377
 TC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8453840480(NAD 83)
 TC1377
 TC1377_MARKER: DB = BENCH MARK DISK
 TC1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1377_SP_SET: CONCRETE POST
 TC1377_STAMPING: 0413 L 1962
 TC1377_MARK LOGO: MNHD  
 TC1377_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1377+STABILITY: SURFACE MOTION
 TC1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1377+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 TC1377
 TC1377  HISTORY     - Date     Condition        Report By
 TC1377  HISTORY     - 1962     MONUMENTED       MNHD
 TC1377  HISTORY     - 1983     GOOD             MNDT
 TC1377  HISTORY     - 20011030 GOOD             MNDT
 TC1377  HISTORY     - 20011030 GOOD             MNDT
 TC1377  HISTORY     - 20030806 GOOD             MNDT
 TC1377  HISTORY     - 20030910 GOOD             MNDT
 TC1377  HISTORY     - 20061106 GOOD             MNDT
 TC1377
 TC1377                          STATION DESCRIPTION
 TC1377
 TC1377'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1377'3.1 MI NORTH FROM WASKISH.
 TC1377'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF THE TOWN OF WASKISH, IN
 TC1377'THE NE 1/4 OF SECTION 36, T155N, R30W, 3.1 MILES NORTH ALONG TRUNK
 TC1377'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1377'WASKISH, 145 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1377'ENGINEERS STATION 206+78 AND MILEPOINT 39.75 AND 1.0 FOOT EAST OF A
 TC1377'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1377'STAMPED---0413 L---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 TC1377'CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1377
 TC1377                          STATION RECOVERY (2001)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1377'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1377'53.6 FT (16.3 M) SW OF WEATHER STATION, 132.6 FT (40.4 M) NNW OF
 TC1377'P-POLE WITH LIGHT.
 TC1377
 TC1377                          STATION RECOVERY (2001)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 TC1377'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 TC1377'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 TC1377
 TC1377                          STATION RECOVERY (2003)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TC1377'3 MILES NORTH OF WASKISH, 3.1 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1377'04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 39.75, 145
 TC1377'FEET WEST OF TRUNK HIGHWAY 72, 53.6 FEET SOUTHWEST OF WEATHER STATION,
 TC1377'132.6 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT, 1.0 FEET EAST OF
 TC1377'WITNESS POST
 TC1377
 TC1377                          STATION RECOVERY (2003)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TC1377'3 MILES NORTH OF WASKISH, AT TRUNK HIGHWAY 72 MILEPOINT 39.75, 3.1
 TC1377'MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE 04002 OVER TAMARAC RIVER, 145
 TC1377'FEET WEST OF TRUNK HIGHWAY 72, 53.6 FEET SOUTHWEST OF WEATHER STATION,
 TC1377'132.6 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT, 1.0 FEET EAST OF
 TC1377'WITNESS POST
 TC1377
 TC1377                          STATION RECOVERY (2006)
 TC1377
 TC1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKS)
 TC1377'3 MILES NORTH OF WASKISH, 3.1 MILES NORTH OF TRUNK HIGHWAY 72 BRIDGE
 TC1377'04002 OVER TAMARAC RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 39.75, 145
 TC1377'FEET WEST OF TRUNK HIGHWAY 72, 53.6 FEET SOUTHWEST OF WEATHER STATION,
 TC1377'132.6 FEET NORTH-NORTHWEST OF POWER POLE WITH LIGHT, 1.0 FEET EAST OF
 TC1377'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1374 ***********************************************************************
 TC1374  DESIGNATION -  0413 N
 TC1374  PID         -  TC1374
 TC1374  STATE/COUNTY-  MN/BELTRAMI
 TC1374  COUNTRY     -  US
 TC1374  USGS QUAD   -  WASKISH (1973)
 TC1374
 TC1374                         *CURRENT SURVEY CONTROL
 TC1374  ______________________________________________________________________
 TC1374* NAD 83(1986) POSITION- 48 14 12.     (N) 094 33 15.     (W)   SCALED    
 TC1374* NAVD 88 ORTHO HEIGHT -   362.488  (meters)    1189.26  (feet) ADJUSTED  
 TC1374  ______________________________________________________________________
 TC1374  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1374  DYNAMIC HEIGHT  -        362.561 (meters)     1189.50  (feet) COMP
 TC1374  MODELED GRAVITY -    980,803.8   (mgal)                       NAVD 88
 TC1374
 TC1374  VERT ORDER      -  SECOND    CLASS I
 TC1374
 TC1374.The horizontal coordinates were scaled from a topographic map and have
 TC1374.an estimated accuracy of +/- 6 seconds.
 TC1374.
 TC1374.The orthometric height was determined by differential leveling and
 TC1374.adjusted in June 1991.
 TC1374
 TC1374.The dynamic height is computed by dividing the NAVD 88
 TC1374.geopotential number by the normal gravity value computed on the
 TC1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1374.degrees latitude (g = 980.6199 gals.).
 TC1374
 TC1374.The modeled gravity was interpolated from observed gravity values.
 TC1374
 TC1374;                    North         East    Units  Estimated Accuracy
 TC1374;SPC MN N     -   294,090.      691,990.      MT  (+/- 180 meters Scaled)
 TC1374
 TC1374                          SUPERSEDED SURVEY CONTROL
 TC1374
 TC1374.No superseded survey control is available for this station.
 TC1374
 TC1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP845437(NAD 83)
 TC1374
 TC1374_MARKER: DB = BENCH MARK DISK
 TC1374_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TC1374_SP_SET: CONCRETE POST
 TC1374_STAMPING: 0413 N
 TC1374_MARK LOGO: MNHD  
 TC1374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1374+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 TC1374
 TC1374  HISTORY     - Date     Condition        Report By
 TC1374  HISTORY     - 1962     MONUMENTED       MNHD
 TC1374  HISTORY     - 1983     GOOD             MNDT
 TC1374  HISTORY     - 20011030 GOOD             MNDT
 TC1374
 TC1374                          STATION DESCRIPTION
 TC1374
 TC1374'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1374'5.1 MI NORTH FROM WASKISH.
 TC1374'THE MARK IS LOCATED ABOUT 5 MILES NORTH OF THE TOWN OF WASKISH, IN
 TC1374'THE NE 1/4 OF SECTION 24, T155N, R31W, 5.1 MILES NORTH ALONG TRUNK
 TC1374'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1374'WASKISH OR 9.1 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH
 TC1374'BELTRAMI COUNTY LINE, 71.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1374'HIGHWAY 72 AT ENGINEERS STATION 315+00 AND MILEPOINT 41.75, 1.0 MILE
 TC1374'NORTH OF THE ROAD WEST TO THE HEULIN POST OFFICE, AND 1.0 FOOT EAST
 TC1374'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1374'STAMPED---0413 N---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 TC1374'CONCRETE POST THAT PROJECTS 0.7 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1374
 TC1374                          STATION RECOVERY (2001)
 TC1374
 TC1374'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1374'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1372 ***********************************************************************
 TC1372  DESIGNATION -  0413 O
 TC1372  PID         -  TC1372
 TC1372  STATE/COUNTY-  MN/BELTRAMI
 TC1372  COUNTRY     -  US
 TC1372  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1372
 TC1372                         *CURRENT SURVEY CONTROL
 TC1372  ______________________________________________________________________
 TC1372* NAD 83(1986) POSITION- 48 15 05.     (N) 094 33 14.     (W)   SCALED    
 TC1372* NAVD 88 ORTHO HEIGHT -   363.371  (meters)    1192.16  (feet) ADJUSTED  
 TC1372  ______________________________________________________________________
 TC1372  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1372  DYNAMIC HEIGHT  -        363.446 (meters)     1192.41  (feet) COMP
 TC1372  MODELED GRAVITY -    980,805.4   (mgal)                       NAVD 88
 TC1372
 TC1372  VERT ORDER      -  SECOND    CLASS I
 TC1372
 TC1372.The horizontal coordinates were scaled from a topographic map and have
 TC1372.an estimated accuracy of +/- 6 seconds.
 TC1372.
 TC1372.The orthometric height was determined by differential leveling and
 TC1372.adjusted in June 1991.
 TC1372
 TC1372.The dynamic height is computed by dividing the NAVD 88
 TC1372.geopotential number by the normal gravity value computed on the
 TC1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1372.degrees latitude (g = 980.6199 gals.).
 TC1372
 TC1372.The modeled gravity was interpolated from observed gravity values.
 TC1372
 TC1372;                    North         East    Units  Estimated Accuracy
 TC1372;SPC MN N     -   295,730.      692,050.      MT  (+/- 180 meters Scaled)
 TC1372
 TC1372                          SUPERSEDED SURVEY CONTROL
 TC1372
 TC1372.No superseded survey control is available for this station.
 TC1372
 TC1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846454(NAD 83)
 TC1372
 TC1372_MARKER: DB = BENCH MARK DISK
 TC1372_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TC1372_SP_SET: CONCRETE POST
 TC1372_STAMPING: 0413 O
 TC1372_MARK LOGO: MNHD  
 TC1372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1372+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 TC1372
 TC1372  HISTORY     - Date     Condition        Report By
 TC1372  HISTORY     - 1962     MONUMENTED       MNHD
 TC1372  HISTORY     - 1983     GOOD             MNDT
 TC1372  HISTORY     - 20011030 GOOD             MNDT
 TC1372
 TC1372                          STATION DESCRIPTION
 TC1372
 TC1372'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1372'6.2 MI NORTH FROM WASKISH.
 TC1372'THE MARK IS LOCATED ABOUT 6-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1372'IN THE SE 1/4 OF SECTION 12, T155N, R31W, 6.2 MILES NORTH ALONG TRUNK
 TC1372'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1372'WASKISH OR 8.05 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH
 TC1372'BELTRAMI COUNTY LINE, 73.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1372'HIGHWAY 72 AT ENGINEERS STATION 368+90 AND MILEPOINT 42.80, 2.0 MILES
 TC1372'NORTH OF THE ROAD WEST TO THE HEULIN POST OFFICE, AND 1.0 FOOT EAST
 TC1372'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1372'STAMPED---0413 O---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 TC1372'CONCRETE POST THAT PROJECTS 1.0 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1372
 TC1372                          STATION RECOVERY (2001)
 TC1372
 TC1372'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1372'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1370 ***********************************************************************
 TC1370  DESIGNATION -  0413 P
 TC1370  PID         -  TC1370
 TC1370  STATE/COUNTY-  MN/BELTRAMI
 TC1370  COUNTRY     -  US
 TC1370  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1370
 TC1370                         *CURRENT SURVEY CONTROL
 TC1370  ______________________________________________________________________
 TC1370* NAD 83(1986) POSITION- 48 15 58.     (N) 094 33 15.     (W)   SCALED    
 TC1370* NAVD 88 ORTHO HEIGHT -   363.836  (meters)    1193.69  (feet) ADJUSTED  
 TC1370  ______________________________________________________________________
 TC1370  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC1370  DYNAMIC HEIGHT  -        363.911 (meters)     1193.93  (feet) COMP
 TC1370  MODELED GRAVITY -    980,806.9   (mgal)                       NAVD 88
 TC1370
 TC1370  VERT ORDER      -  SECOND    CLASS I
 TC1370
 TC1370.The horizontal coordinates were scaled from a topographic map and have
 TC1370.an estimated accuracy of +/- 6 seconds.
 TC1370.
 TC1370.The orthometric height was determined by differential leveling and
 TC1370.adjusted in June 1991.
 TC1370
 TC1370.The dynamic height is computed by dividing the NAVD 88
 TC1370.geopotential number by the normal gravity value computed on the
 TC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1370.degrees latitude (g = 980.6199 gals.).
 TC1370
 TC1370.The modeled gravity was interpolated from observed gravity values.
 TC1370
 TC1370;                    North         East    Units  Estimated Accuracy
 TC1370;SPC MN N     -   297,360.      692,060.      MT  (+/- 180 meters Scaled)
 TC1370
 TC1370                          SUPERSEDED SURVEY CONTROL
 TC1370
 TC1370.No superseded survey control is available for this station.
 TC1370
 TC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846470(NAD 83)
 TC1370
 TC1370_MARKER: DB = BENCH MARK DISK
 TC1370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TC1370_SP_SET: CONCRETE POST
 TC1370_STAMPING: 0413 P
 TC1370_MARK LOGO: MNHD  
 TC1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1370+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2001
 TC1370
 TC1370  HISTORY     - Date     Condition        Report By
 TC1370  HISTORY     - 1962     MONUMENTED       MNHD
 TC1370  HISTORY     - 1983     GOOD             MNDT
 TC1370  HISTORY     - 20011030 GOOD             MNDT
 TC1370
 TC1370                          STATION DESCRIPTION
 TC1370
 TC1370'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1370'7.25 MI NORTH FROM WASKISH.
 TC1370'THE MARK IS LOCATED ABOUT 7-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1370'IN THE SE 1/4 OF SECTION 1, T155N, R31W, 7.25 MILES NORTH ALONG TRUNK
 TC1370'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1370'WASKISH, 75.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1370'ENGINEERS STATION 425+66 AND MILEPOINT 43.90 AND 1.0 FOOT EAST OF A
 TC1370'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1370'STAMPED---0413 P---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 TC1370'CONCRETE POST THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1370
 TC1370                          STATION RECOVERY (2001)
 TC1370
 TC1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 TC1370'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1364 ***********************************************************************
 TC1364  DESIGNATION -  0413 R
 TC1364  PID         -  TC1364
 TC1364  STATE/COUNTY-  MN/BELTRAMI
 TC1364  COUNTRY     -  US
 TC1364  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1364
 TC1364                         *CURRENT SURVEY CONTROL
 TC1364  ______________________________________________________________________
 TC1364* NAD 83(1986) POSITION- 48 19 25.     (N) 094 33 15.     (W)   SCALED    
 TC1364* NAVD 88 ORTHO HEIGHT -   362.510  (meters)    1189.33  (feet) ADJUSTED  
 TC1364  ______________________________________________________________________
 TC1364  GEOID HEIGHT    -        -28.61  (meters)                     GEOID09
 TC1364  DYNAMIC HEIGHT  -        362.586 (meters)     1189.58  (feet) COMP
 TC1364  MODELED GRAVITY -    980,812.5   (mgal)                       NAVD 88
 TC1364
 TC1364  VERT ORDER      -  SECOND    CLASS I
 TC1364
 TC1364.The horizontal coordinates were scaled from a topographic map and have
 TC1364.an estimated accuracy of +/- 6 seconds.
 TC1364.
 TC1364.The orthometric height was determined by differential leveling and
 TC1364.adjusted in June 1991.
 TC1364
 TC1364.The dynamic height is computed by dividing the NAVD 88
 TC1364.geopotential number by the normal gravity value computed on the
 TC1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1364.degrees latitude (g = 980.6199 gals.).
 TC1364
 TC1364.The modeled gravity was interpolated from observed gravity values.
 TC1364
 TC1364;                    North         East    Units  Estimated Accuracy
 TC1364;SPC MN N     -   303,760.      692,180.      MT  (+/- 180 meters Scaled)
 TC1364
 TC1364                          SUPERSEDED SURVEY CONTROL
 TC1364
 TC1364.No superseded survey control is available for this station.
 TC1364
 TC1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847534(NAD 83)
 TC1364
 TC1364_MARKER: DB = BENCH MARK DISK
 TC1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1364_SP_SET: CONCRETE POST
 TC1364_STAMPING: 0413 R
 TC1364_MARK LOGO: MNHD  
 TC1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1364+STABILITY: SURFACE MOTION
 TC1364
 TC1364  HISTORY     - Date     Condition        Report By
 TC1364  HISTORY     - 1962     MONUMENTED       MNHD
 TC1364  HISTORY     - 1983     GOOD             MNDT
 TC1364
 TC1364                          STATION DESCRIPTION
 TC1364
 TC1364'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1364'11.2 MI NORTH FROM WASKISH.
 TC1364'THE MARK IS LOCATED ABOUT 11-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1364'IN THE SE 1/4 OF SECTION 13, T156N, R31W, 11.15 MILES NORTH ALONG
 TC1364'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1364'RIVER AT WASKISH OR 3.05 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1364'NORTH BELTRAMI COUNTY LINE, 95.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1364'HIGHWAY 72 AT ENGINEERS STATION 633+05 AND MILEPOINT 47.80 AND 1.0
 TC1364'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 TC1364'MARK DISK STAMPED---0413 R---, IS SET IN THE TOP OF A 6 FOOT LONG
 TC1364'PRECAST CONCRETE POST THAT PROJECTS 0.8 FOOT ABOVE THE SURFACE OF THE
 TC1364'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1363 ***********************************************************************
 TC1363  DESIGNATION -  0413 S
 TC1363  PID         -  TC1363
 TC1363  STATE/COUNTY-  MN/BELTRAMI
 TC1363  COUNTRY     -  US
 TC1363  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1363
 TC1363                         *CURRENT SURVEY CONTROL
 TC1363  ______________________________________________________________________
 TC1363* NAD 83(1986) POSITION- 48 20 13.     (N) 094 33 16.     (W)   SCALED    
 TC1363* NAVD 88 ORTHO HEIGHT -   362.678  (meters)    1189.89  (feet) ADJUSTED  
 TC1363  ______________________________________________________________________
 TC1363  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 TC1363  DYNAMIC HEIGHT  -        362.756 (meters)     1190.14  (feet) COMP
 TC1363  MODELED GRAVITY -    980,813.7   (mgal)                       NAVD 88
 TC1363
 TC1363  VERT ORDER      -  SECOND    CLASS I
 TC1363
 TC1363.The horizontal coordinates were scaled from a topographic map and have
 TC1363.an estimated accuracy of +/- 6 seconds.
 TC1363.
 TC1363.The orthometric height was determined by differential leveling and
 TC1363.adjusted in June 1991.
 TC1363
 TC1363.The dynamic height is computed by dividing the NAVD 88
 TC1363.geopotential number by the normal gravity value computed on the
 TC1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1363.degrees latitude (g = 980.6199 gals.).
 TC1363
 TC1363.The modeled gravity was interpolated from observed gravity values.
 TC1363
 TC1363;                    North         East    Units  Estimated Accuracy
 TC1363;SPC MN N     -   305,240.      692,180.      MT  (+/- 180 meters Scaled)
 TC1363
 TC1363                          SUPERSEDED SURVEY CONTROL
 TC1363
 TC1363.No superseded survey control is available for this station.
 TC1363
 TC1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848549(NAD 83)
 TC1363
 TC1363_MARKER: DB = BENCH MARK DISK
 TC1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1363_SP_SET: CONCRETE POST
 TC1363_STAMPING: 0413 S
 TC1363_MARK LOGO: MNHD  
 TC1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1363+STABILITY: SURFACE MOTION
 TC1363
 TC1363  HISTORY     - Date     Condition        Report By
 TC1363  HISTORY     - 1962     MONUMENTED       MNHD
 TC1363  HISTORY     - 1983     GOOD             MNDT
 TC1363
 TC1363                          STATION DESCRIPTION
 TC1363
 TC1363'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1363'12 MI NORTH FROM WASKISH.
 TC1363'THE MARK IS LOCATED ABOUT 12 MILES NORTH OF THE TOWN OF WASKISH, IN
 TC1363'THE NE 1/4 OF SECTION 13, T156N, R31W, 12.05 MILES NORTH ALONG TRUNK
 TC1363'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC RIVER AT
 TC1363'WASKISH OR 2.15 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE NORTH
 TC1363'BELTRAMI COUNTY LINE, 78.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1363'HIGHWAY 72 AT ENGINEERS STATION 680+60 AND MILEPOINT 48.70 AND 1.0
 TC1363'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 TC1363'MARK DISK STAMPED---0413 S---, IS SET IN THE TOP OF A 6 FOOT LONG
 TC1363'PRECAST CONCRETE POST THAT PROJECTS 0.8 FOOT ABOVE THE SURFACE OF THE
 TC1363'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1360 ***********************************************************************
 TC1360  DESIGNATION -  0413 T
 TC1360  PID         -  TC1360
 TC1360  STATE/COUNTY-  MN/BELTRAMI
 TC1360  COUNTRY     -  US
 TC1360  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1360
 TC1360                         *CURRENT SURVEY CONTROL
 TC1360  ______________________________________________________________________
 TC1360* NAD 83(1986) POSITION- 48 21 12.     (N) 094 33 16.     (W)   SCALED    
 TC1360* NAVD 88 ORTHO HEIGHT -   362.468  (meters)    1189.20  (feet) ADJUSTED  
 TC1360  ______________________________________________________________________
 TC1360  GEOID HEIGHT    -        -28.64  (meters)                     GEOID09
 TC1360  DYNAMIC HEIGHT  -        362.546 (meters)     1189.45  (feet) COMP
 TC1360  MODELED GRAVITY -    980,815.0   (mgal)                       NAVD 88
 TC1360
 TC1360  VERT ORDER      -  SECOND    CLASS I
 TC1360
 TC1360.The horizontal coordinates were scaled from a topographic map and have
 TC1360.an estimated accuracy of +/- 6 seconds.
 TC1360.
 TC1360.The orthometric height was determined by differential leveling and
 TC1360.adjusted in June 1991.
 TC1360
 TC1360.The dynamic height is computed by dividing the NAVD 88
 TC1360.geopotential number by the normal gravity value computed on the
 TC1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1360.degrees latitude (g = 980.6199 gals.).
 TC1360
 TC1360.The modeled gravity was interpolated from observed gravity values.
 TC1360
 TC1360;                    North         East    Units  Estimated Accuracy
 TC1360;SPC MN N     -   307,060.      692,220.      MT  (+/- 180 meters Scaled)
 TC1360
 TC1360                          SUPERSEDED SURVEY CONTROL
 TC1360
 TC1360.No superseded survey control is available for this station.
 TC1360
 TC1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848567(NAD 83)
 TC1360
 TC1360_MARKER: DB = BENCH MARK DISK
 TC1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1360_SP_SET: CONCRETE POST
 TC1360_STAMPING: 0413 T
 TC1360_MARK LOGO: MNHD  
 TC1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1360+STABILITY: SURFACE MOTION
 TC1360
 TC1360  HISTORY     - Date     Condition        Report By
 TC1360  HISTORY     - 1962     MONUMENTED       MNHD
 TC1360  HISTORY     - 1983     GOOD             MNDT
 TC1360
 TC1360                          STATION DESCRIPTION
 TC1360
 TC1360'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1360'13.2 MI NORTH FROM WASKISH.
 TC1360'THE MARK IS LOCATED ABOUT 13-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1360'IN THE SE 1/4 OF SECTION 1, T156N, R31W, 13.15 MILES NORTH ALONG
 TC1360'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1360'RIVER AT WASKISH OR 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1360'NORTH BELTRAMI COUNTY LINE, 81.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1360'HIGHWAY 72 AT ENGINEERS STATION 738+60 AND MILEPOINT 49.80 AND 1.0
 TC1360'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 TC1360'MARK DISK STAMPED---0413 T---, IS SET IN THE TOP OF A 6 FOOT LONG
 TC1360'PRECAST CONCRETE POST THAT PROJECTS 0.7 FOOT ABOVE THE SURFACE OF THE
 TC1360'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1359 ***********************************************************************
 TC1359  DESIGNATION -  0413 U
 TC1359  PID         -  TC1359
 TC1359  STATE/COUNTY-  MN/BELTRAMI
 TC1359  COUNTRY     -  US
 TC1359  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1359
 TC1359                         *CURRENT SURVEY CONTROL
 TC1359  ______________________________________________________________________
 TC1359* NAD 83(1986) POSITION- 48 21 38.     (N) 094 33 19.     (W)   SCALED    
 TC1359* NAVD 88 ORTHO HEIGHT -   362.398  (meters)    1188.97  (feet) ADJUSTED  
 TC1359  ______________________________________________________________________
 TC1359  GEOID HEIGHT    -        -28.65  (meters)                     GEOID09
 TC1359  DYNAMIC HEIGHT  -        362.476 (meters)     1189.22  (feet) COMP
 TC1359  MODELED GRAVITY -    980,815.6   (mgal)                       NAVD 88
 TC1359
 TC1359  VERT ORDER      -  SECOND    CLASS I
 TC1359
 TC1359.The horizontal coordinates were scaled from a topographic map and have
 TC1359.an estimated accuracy of +/- 6 seconds.
 TC1359.
 TC1359.The orthometric height was determined by differential leveling and
 TC1359.adjusted in June 1991.
 TC1359
 TC1359.The dynamic height is computed by dividing the NAVD 88
 TC1359.geopotential number by the normal gravity value computed on the
 TC1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1359.degrees latitude (g = 980.6199 gals.).
 TC1359
 TC1359.The modeled gravity was interpolated from observed gravity values.
 TC1359
 TC1359;                    North         East    Units  Estimated Accuracy
 TC1359;SPC MN N     -   307,860.      692,170.      MT  (+/- 180 meters Scaled)
 TC1359
 TC1359                          SUPERSEDED SURVEY CONTROL
 TC1359
 TC1359.No superseded survey control is available for this station.
 TC1359
 TC1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847575(NAD 83)
 TC1359
 TC1359_MARKER: DB = BENCH MARK DISK
 TC1359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1359_SP_SET: ALUMINUM ALLOY ROD
 TC1359_STAMPING: 0413 U 1983
 TC1359_MARK LOGO: MNDT  
 TC1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1359
 TC1359  HISTORY     - Date     Condition        Report By
 TC1359  HISTORY     - 1983     MONUMENTED       MNDT
 TC1359
 TC1359                          STATION DESCRIPTION
 TC1359
 TC1359'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1359'13.8 MI NORTH FROM WASKISH.
 TC1359'THE MARK IS LOCATED ABOUT 13-3/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1359'NEAR THE EAST 1/4 OF SECTION 1, T156N, R31W, 13.8 MILES NORTH ALONG
 TC1359'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1359'RIVER AT WASKISH OR 0.45 MILE SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1359'NORTH BELTRAMI COUNTY LINE, 35.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1359'HIGHWAY 72 AT MILEPOINT 50.4, ON THE INSLOPE, ABOUT 450 FEET SOUTH OF
 TC1359'THE NORTH END OF A LARGE CURVE IN THE HIGHWAY, AND 1.0 FOOT EAST OF A
 TC1359'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1359'CONTROL MONUMENT DISK STAMPED---0413 U 1983---, IS SET ON THE TOP OF
 TC1359'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1359'WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF
 TC1359'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1361 ***********************************************************************
 TC1361  DESIGNATION -  0413 V
 TC1361  PID         -  TC1361
 TC1361  STATE/COUNTY-  MN/BELTRAMI
 TC1361  COUNTRY     -  US
 TC1361  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1361
 TC1361                         *CURRENT SURVEY CONTROL
 TC1361  ______________________________________________________________________
 TC1361* NAD 83(1986) POSITION- 48 20 41.     (N) 094 33 16.     (W)   SCALED    
 TC1361* NAVD 88 ORTHO HEIGHT -   362.481  (meters)    1189.24  (feet) ADJUSTED  
 TC1361  ______________________________________________________________________
 TC1361  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 TC1361  DYNAMIC HEIGHT  -        362.558 (meters)     1189.49  (feet) COMP
 TC1361  MODELED GRAVITY -    980,814.3   (mgal)                       NAVD 88
 TC1361
 TC1361  VERT ORDER      -  SECOND    CLASS I
 TC1361
 TC1361.The horizontal coordinates were scaled from a topographic map and have
 TC1361.an estimated accuracy of +/- 6 seconds.
 TC1361.
 TC1361.The orthometric height was determined by differential leveling and
 TC1361.adjusted in June 1991.
 TC1361
 TC1361.The dynamic height is computed by dividing the NAVD 88
 TC1361.geopotential number by the normal gravity value computed on the
 TC1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1361.degrees latitude (g = 980.6199 gals.).
 TC1361
 TC1361.The modeled gravity was interpolated from observed gravity values.
 TC1361
 TC1361;                    North         East    Units  Estimated Accuracy
 TC1361;SPC MN N     -   306,100.      692,200.      MT  (+/- 180 meters Scaled)
 TC1361
 TC1361                          SUPERSEDED SURVEY CONTROL
 TC1361
 TC1361.No superseded survey control is available for this station.
 TC1361
 TC1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848557(NAD 83)
 TC1361
 TC1361_MARKER: DB = BENCH MARK DISK
 TC1361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1361_SP_SET: ALUMINUM ALLOY ROD
 TC1361_STAMPING: 0413 V 1983
 TC1361_MARK LOGO: MNDT  
 TC1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1361
 TC1361  HISTORY     - Date     Condition        Report By
 TC1361  HISTORY     - 1983     MONUMENTED       MNDT
 TC1361
 TC1361                          STATION DESCRIPTION
 TC1361
 TC1361'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1361'12.6 MI NORTH FROM WASKISH.
 TC1361'THE MARK IS LOCATED ABOUT 12-1/2 MILES NORTH OF THE TOWN OF WASKISH,
 TC1361'NEAR THE EAST 1/4 OF SECTION 12, T156N, R31W, 12.6 MILES NORTH ALONG
 TC1361'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1361'RIVER AT WASKISH OR 1.65 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1361'NORTH BELTRAMI COUNTY LINE, 41.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1361'HIGHWAY 72 AT MILEPOINT 49.20, ON THE INSLOPE, AND 1.0 FOOT EAST OF A
 TC1361'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1361'CONTROL MONUMENT DISK STAMPED---0413 V 1983---, IS SET ON THE TOP OF
 TC1361'A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1361'WITH THE SURFACE OF THE GROUND AND ABOUT 5 FEET BELOW THE LEVEL OF
 TC1361'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1362 ***********************************************************************
 TC1362  DESIGNATION -  0413 W
 TC1362  PID         -  TC1362
 TC1362  STATE/COUNTY-  MN/BELTRAMI
 TC1362  COUNTRY     -  US
 TC1362  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1362
 TC1362                         *CURRENT SURVEY CONTROL
 TC1362  ______________________________________________________________________
 TC1362* NAD 83(2007) POSITION- 48 20 17.12583(N) 094 33 13.90771(W)   ADJUSTED  
 TC1362* NAD 83(2007) ELLIP HT-   333.962 (meters)        (02/10/07)   ADJUSTED
 TC1362* NAD 83(2007) EPOCH   -  2002.00
 TC1362* NAVD 88 ORTHO HEIGHT -   362.588  (meters)    1189.59  (feet) ADJUSTED  
 TC1362  ______________________________________________________________________
 TC1362  NAD 83(2007) X  -   -337,269.597 (meters)                     COMP
 TC1362  NAD 83(2007) Y  - -4,234,518.188 (meters)                     COMP
 TC1362  NAD 83(2007) Z  -  4,742,198.218 (meters)                     COMP
 TC1362  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC09
 TC1362  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 TC1362  DYNAMIC HEIGHT  -        362.665 (meters)     1189.84  (feet) COMP
 TC1362  MODELED GRAVITY -    980,813.8   (mgal)                       NAVD 88
 TC1362
 TC1362  VERT ORDER      -  SECOND    CLASS I
 TC1362
 TC1362  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1362  Type                                         Horiz  Ellip  Dist(km)
 TC1362  -------------------------------------------------------------------
 TC1362  NETWORK                                       0.72   0.69
 TC1362  -------------------------------------------------------------------
 TC1362  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.49      2.89
 TC1362  -------------------------------------------------------------------
 TC1362  NOTE: Click here for information on individual local accuracy
 TC1362  values and other accuracy information.
 TC1362
 TC1362
 TC1362.The horizontal coordinates were established by GPS observations
 TC1362.and adjusted by the National Geodetic Survey in February 2007.
 TC1362
 TC1362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1362.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1362
 TC1362.The horizontal coordinates are valid at the epoch date displayed above
 TC1362.which is a decimal equivalence of Year/Month/Day.
 TC1362
 TC1362.The orthometric height was determined by differential leveling and
 TC1362.adjusted in June 1991.
 TC1362
 TC1362.Photographs are available for this station.
 TC1362
 TC1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1362
 TC1362.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1362
 TC1362.The ellipsoidal height was determined by GPS observations
 TC1362.and is referenced to NAD 83.
 TC1362
 TC1362.The dynamic height is computed by dividing the NAVD 88
 TC1362.geopotential number by the normal gravity value computed on the
 TC1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1362.degrees latitude (g = 980.6199 gals.).
 TC1362
 TC1362.The modeled gravity was interpolated from observed gravity values.
 TC1362
 TC1362. The following values were computed from the NAD 83(2007) position.
 TC1362
 TC1362;                    North         East     Units Scale Factor Converg.
 TC1362;SPC MN N     -   305,364.770   692,228.404   MT  0.99994131   -1 04 39.5
 TC1362;SPC MN N     - 1,001,850.92  2,271,086.02   sFT  0.99994131   -1 04 39.5
 TC1362;UTM  15      - 5,355,045.346   384,849.781   MT  0.99976292   -1 09 39.6
 TC1362
 TC1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1362!SPC MN N     -   0.99994766  x   0.99994131  =   0.99988898
 TC1362!UTM  15      -   0.99994766  x   0.99976292  =   0.99971059
 TC1362
 TC1362                          SUPERSEDED SURVEY CONTROL
 TC1362
 TC1362  NAD 83(1996)-  48 20 17.12584(N)    094 33 13.90749(W) AD(       ) 1
 TC1362  ELLIP H (08/08/03)  333.963  (m)                       GP(       ) 3 2
 TC1362  NAVD 88 (08/08/03)  362.59   (m)         1189.6    (f) LEVELING    3  
 TC1362
 TC1362.Superseded values are not recommended for survey control.
 TC1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1362.See file dsdata.txt to determine how the superseded data were derived.
 TC1362
 TC1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8484955045(NAD 83)
 TC1362
 TC1362_MARKER: DV = VERTICAL CONTROL DISK
 TC1362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1362_SP_SET: ALUMINUM ALLOY ROD
 TC1362_STAMPING: 0413 W 1983
 TC1362_MARK LOGO: MNDT  
 TC1362_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1362+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 TC1362_ROD/PIPE-DEPTH:  4.3 meters
 TC1362
 TC1362  HISTORY     - Date     Condition        Report By
 TC1362  HISTORY     - 1983     MONUMENTED       MNDT
 TC1362  HISTORY     - 20020827 GOOD             MNDT
 TC1362
 TC1362                          STATION DESCRIPTION
 TC1362
 TC1362'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1362'12.2 MI NORTH FROM WASKISH.
 TC1362'THE MARK IS LOCATED ABOUT 12-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1362'NEAR THE SOUTHWEST CORNER OF SECTION 7, T156N, R30W, 12.15 MILES
 TC1362'NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE
 TC1362'TAMARAC RIVER AT WASKISH OR 2.1 MILES SOUTH ALONG TRUNK HIGHWAY 72
 TC1362'FROM THE NORTH BELTRAMI COUNTY LINE, 65.0 FEET EAST OF THE CENTERLINE
 TC1362'OF TRUNK HIGHWAY 72 AT MILEPOINT 48.75, 20 FEET NORTH OF THE CENTER
 TC1362'OF A WOODEN BRIDGE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 TC1362'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1362'STAMPED---0413 W 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 TC1362'14 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 TC1362'THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A
 TC1362'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1362
 TC1362                          STATION RECOVERY (2002)
 TC1362
 TC1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1362'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1362'PROJECTING 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 14
 TC1362'FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1365 ***********************************************************************
 TC1365  DESIGNATION -  0413 X
 TC1365  PID         -  TC1365
 TC1365  STATE/COUNTY-  MN/BELTRAMI
 TC1365  COUNTRY     -  US
 TC1365  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1365
 TC1365                         *CURRENT SURVEY CONTROL
 TC1365  ______________________________________________________________________
 TC1365* NAD 83(1986) POSITION- 48 18 55.     (N) 094 33 14.     (W)   SCALED    
 TC1365* NAVD 88 ORTHO HEIGHT -   362.719  (meters)    1190.02  (feet) ADJUSTED  
 TC1365  ______________________________________________________________________
 TC1365  GEOID HEIGHT    -        -28.61  (meters)                     GEOID09
 TC1365  DYNAMIC HEIGHT  -        362.796 (meters)     1190.27  (feet) COMP
 TC1365  MODELED GRAVITY -    980,811.7   (mgal)                       NAVD 88
 TC1365
 TC1365  VERT ORDER      -  SECOND    CLASS I
 TC1365
 TC1365.The horizontal coordinates were scaled from a topographic map and have
 TC1365.an estimated accuracy of +/- 6 seconds.
 TC1365.
 TC1365.The orthometric height was determined by differential leveling and
 TC1365.adjusted in June 1991.
 TC1365
 TC1365.The dynamic height is computed by dividing the NAVD 88
 TC1365.geopotential number by the normal gravity value computed on the
 TC1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1365.degrees latitude (g = 980.6199 gals.).
 TC1365
 TC1365.The modeled gravity was interpolated from observed gravity values.
 TC1365
 TC1365;                    North         East    Units  Estimated Accuracy
 TC1365;SPC MN N     -   302,830.      692,180.      MT  (+/- 180 meters Scaled)
 TC1365
 TC1365                          SUPERSEDED SURVEY CONTROL
 TC1365
 TC1365.No superseded survey control is available for this station.
 TC1365
 TC1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847525(NAD 83)
 TC1365
 TC1365_MARKER: DB = BENCH MARK DISK
 TC1365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1365_SP_SET: ALUMINUM ALLOY ROD
 TC1365_STAMPING: 0413 X 1983
 TC1365_MARK LOGO: MNDT  
 TC1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1365
 TC1365  HISTORY     - Date     Condition        Report By
 TC1365  HISTORY     - 1983     MONUMENTED       MNDT
 TC1365
 TC1365                          STATION DESCRIPTION
 TC1365
 TC1365'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1365'10.5 MI NORTH FROM WASKISH.
 TC1365'THE MARK IS LOCATED ABOUT 10-1/2 MILES NORTH OF THE TOWN OF WASKISH,
 TC1365'NEAR THE EAST 1/4 OF SECTION 24, T156N, R31W, 10.55 MILES NORTH ALONG
 TC1365'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1365'RIVER AT WASKISH OR 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1365'NORTH BELTRAMI COUNTY LINE, 32.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1365'HIGHWAY 72 AT MILEPOINT 47.15, ON THE INSLOPE, AND 1.0 FOOT EAST OF A
 TC1365'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1365'CONTROL MONUMENT DISK STAMPED---0413 X 1983---, IS SET ON THE TOP OF
 TC1365'A 3/4 INCH DIAMETER BY 19 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1365'WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF
 TC1365'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1367 ***********************************************************************
 TC1367  DESIGNATION -  0413 Y
 TC1367  PID         -  TC1367
 TC1367  STATE/COUNTY-  MN/BELTRAMI
 TC1367  COUNTRY     -  US
 TC1367  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1367
 TC1367                         *CURRENT SURVEY CONTROL
 TC1367  ______________________________________________________________________
 TC1367* NAD 83(1986) POSITION- 48 17 46.     (N) 094 33 15.     (W)   SCALED    
 TC1367* NAVD 88 ORTHO HEIGHT -   363.437  (meters)    1192.38  (feet) ADJUSTED  
 TC1367  ______________________________________________________________________
 TC1367  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 TC1367  DYNAMIC HEIGHT  -        363.513 (meters)     1192.63  (feet) COMP
 TC1367  MODELED GRAVITY -    980,809.9   (mgal)                       NAVD 88
 TC1367
 TC1367  VERT ORDER      -  SECOND    CLASS I
 TC1367
 TC1367.The horizontal coordinates were scaled from a topographic map and have
 TC1367.an estimated accuracy of +/- 6 seconds.
 TC1367.
 TC1367.The orthometric height was determined by differential leveling and
 TC1367.adjusted in June 1991.
 TC1367
 TC1367.The dynamic height is computed by dividing the NAVD 88
 TC1367.geopotential number by the normal gravity value computed on the
 TC1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1367.degrees latitude (g = 980.6199 gals.).
 TC1367
 TC1367.The modeled gravity was interpolated from observed gravity values.
 TC1367
 TC1367;                    North         East    Units  Estimated Accuracy
 TC1367;SPC MN N     -   300,700.      692,120.      MT  (+/- 180 meters Scaled)
 TC1367
 TC1367                          SUPERSEDED SURVEY CONTROL
 TC1367
 TC1367.No superseded survey control is available for this station.
 TC1367
 TC1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP847503(NAD 83)
 TC1367
 TC1367_MARKER: DB = BENCH MARK DISK
 TC1367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1367_SP_SET: ALUMINUM ALLOY ROD
 TC1367_STAMPING: 0413 Y 1983
 TC1367_MARK LOGO: MNDT  
 TC1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1367
 TC1367  HISTORY     - Date     Condition        Report By
 TC1367  HISTORY     - 1983     MONUMENTED       MNDT
 TC1367
 TC1367                          STATION DESCRIPTION
 TC1367
 TC1367'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1367'9.35 MI NORTH FROM WASKISH.
 TC1367'THE MARK IS LOCATED ABOUT 9-1/3 MILES NORTH OF THE TOWN OF WASKISH,
 TC1367'IN THE SE 1/4 OF SECTION 25, T156N, R31W, 9.35 MILES NORTH ALONG
 TC1367'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1367'RIVER AT WASKISH OR 4.9 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1367'NORTH BELTRAMI COUNTY LINE, 72.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1367'HIGHWAY 72 AT MILEPOINT 45.95, ABOUT 150 FEET SOUTH OF THE NORTH END
 TC1367'OF A GROUP OF SPRUCE TREES ACROSS THE DITCH, 9 FEET WEST OF A LONE 2
 TC1367'INCH DIAMETER SPRUCE TREE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 TC1367'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1367'STAMPED---0413 Y 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 TC1367'16 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 TC1367'THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A
 TC1367'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1368 ***********************************************************************
 TC1368  DESIGNATION -  0413 Z
 TC1368  PID         -  TC1368
 TC1368  STATE/COUNTY-  MN/BELTRAMI
 TC1368  COUNTRY     -  US
 TC1368  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1368
 TC1368                         *CURRENT SURVEY CONTROL
 TC1368  ______________________________________________________________________
 TC1368* NAD 83(1986) POSITION- 48 17 13.5    (N) 094 33 11.8    (W)   HD_HELD2  
 TC1368* NAVD 88 ORTHO HEIGHT -   365.102  (meters)    1197.84  (feet) ADJUSTED  
 TC1368  ______________________________________________________________________
 TC1368  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 TC1368  DYNAMIC HEIGHT  -        365.178 (meters)     1198.09  (feet) COMP
 TC1368  MODELED GRAVITY -    980,809.1   (mgal)                       NAVD 88
 TC1368
 TC1368  VERT ORDER      -  SECOND    CLASS I
 TC1368
 TC1368.The horizontal coordinates were established by autonomous hand held GPS
 TC1368.observations and have an estimated accuracy of +/- 10 meters.
 TC1368.
 TC1368.The orthometric height was determined by differential leveling and
 TC1368.adjusted in June 1991.
 TC1368
 TC1368.The dynamic height is computed by dividing the NAVD 88
 TC1368.geopotential number by the normal gravity value computed on the
 TC1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1368.degrees latitude (g = 980.6199 gals.).
 TC1368
 TC1368.The modeled gravity was interpolated from observed gravity values.
 TC1368
 TC1368;                    North         East    Units  Estimated Accuracy
 TC1368;SPC MN N     -   299,693.      692,165.      MT  (+/- 10 meters HH2 GPS)
 TC1368
 TC1368                          SUPERSEDED SURVEY CONTROL
 TC1368
 TC1368.No superseded survey control is available for this station.
 TC1368
 TC1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8477849375(NAD 83)
 TC1368
 TC1368_MARKER: DD = SURVEY DISK
 TC1368_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1368+WITH SETTING: INFORMATION.
 TC1368_SP_SET: SHALLOW SET METAL ROD
 TC1368_STAMPING: 0413 Z 1983
 TC1368_MARK LOGO: MNDT  
 TC1368_PROJECTION: FLUSH
 TC1368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1368+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 TC1368_ROD/PIPE-DEPTH:  2.4 meters
 TC1368
 TC1368  HISTORY     - Date     Condition        Report By
 TC1368  HISTORY     - 1983     MONUMENTED       MNDT
 TC1368  HISTORY     - 20020827 GOOD             MNDT
 TC1368
 TC1368                          STATION DESCRIPTION
 TC1368
 TC1368'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1368'8.7 MI NORTH FROM WASKISH.
 TC1368'THE MARK IS LOCATED ABOUT 8-3/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1368'NEAR THE WEST 1/4 OF SECTION 31, T156N, R30W, 8.7 MILES NORTH ALONG
 TC1368'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1368'RIVER AT WASKISH OR 5.55 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1368'NORTH BELTRAMI COUNTY LINE, 77.0 FEET EAST OF THE CENTERLINE OF TRUNK
 TC1368'HIGHWAY 72 AT MILEPOINT 45.30, 35 FEET NORTH OF THE CENTER OF AN
 TC1368'ENTRANCE TO THE EAST, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 TC1368'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0413 Z
 TC1368'1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 TC1368'COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH WITH THE SURFACE
 TC1368'OF THE GROUND.
 TC1368
 TC1368                          STATION RECOVERY (2002)
 TC1368
 TC1368'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1368'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1368'FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.  ROD DEPTH IS
 TC1368'8 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7367 ***********************************************************************
 DF7367  DESIGNATION -  0414 A RESET
 DF7367  PID         -  DF7367
 DF7367  STATE/COUNTY-  MN/BELTRAMI
 DF7367  COUNTRY     -  US
 DF7367  USGS QUAD   -  RED LAKE (1972)
 DF7367
 DF7367                         *CURRENT SURVEY CONTROL
 DF7367  ______________________________________________________________________
 DF7367* NAD 83(1986) POSITION- 47 52 06.1    (N) 095 02 43.7    (W)   HD_HELD2  
 DF7367* NAVD 88 ORTHO HEIGHT -   369.410  (meters)    1211.97  (feet) ADJUSTED  
 DF7367  ______________________________________________________________________
 DF7367  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DF7367  DYNAMIC HEIGHT  -        369.470 (meters)     1212.17  (feet) COMP
 DF7367  MODELED GRAVITY -    980,763.2   (mgal)                       NAVD 88
 DF7367
 DF7367  VERT ORDER      -  SECOND    CLASS I
 DF7367
 DF7367.The horizontal coordinates were established by autonomous hand held GPS
 DF7367.observations and have an estimated accuracy of +/- 10 meters.
 DF7367.
 DF7367.The orthometric height was determined by differential leveling and
 DF7367.adjusted in October 2007.
 DF7367
 DF7367.Photographs are available for this station.
 DF7367
 DF7367.The dynamic height is computed by dividing the NAVD 88
 DF7367.geopotential number by the normal gravity value computed on the
 DF7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7367.degrees latitude (g = 980.6199 gals.).
 DF7367
 DF7367.The modeled gravity was interpolated from observed gravity values.
 DF7367
 DF7367;                    North         East    Units  Estimated Accuracy
 DF7367;SPC MN N     -   253,957.      654,479.      MT  (+/- 10 meters HH2 GPS)
 DF7367
 DF7367                          SUPERSEDED SURVEY CONTROL
 DF7367
 DF7367  NAVD 88 (04/16/04)  369.456  (m)         1212.12   (f) SUPERSEDED  2 1
 DF7367
 DF7367.Superseded values are not recommended for survey control.
 DF7367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7367.See file dsdata.txt to determine how the superseded data were derived.
 DF7367
 DF7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4703203694(NAD 83)
 DF7367
 DF7367_MARKER: DB = BENCH MARK DISK
 DF7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7367_STAMPING: 0414 A RESET 1977
 DF7367_MARK LOGO: MNHD  
 DF7367_PROJECTION: FLUSH
 DF7367_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF7367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7367+STABILITY: SURFACE MOTION
 DF7367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7367+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2008
 DF7367
 DF7367  HISTORY     - Date     Condition        Report By
 DF7367  HISTORY     - 1977     MONUMENTED       MNDT
 DF7367  HISTORY     - 20010710 GOOD             MNDT
 DF7367  HISTORY     - 20040721 GOOD             MNDT
 DF7367  HISTORY     - 20080723 GOOD             MNDT
 DF7367
 DF7367                          STATION DESCRIPTION
 DF7367
 DF7367'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7367'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF7367'WEST OF RED LAKE, NEAR SOUTH JCT OF TH 89 AND TH 1, 221 FT (67.4 M)
 DF7367'SOUTH OF TH 1, 141 FT (43.0 M) WEST OF TH 89, 31.6 FT (9.6 M) NORTH OF
 DF7367'P-POLE, 17.4 FT (5.3 M) ESE OF R/W POST, 1.2 FT (0.4 M) EAST OF WIT
 DF7367'POST, RECESSED 2 INCHES, MAGNETIC, NOT SUITABLE FOR GPS DUE TO TREES.
 DF7367
 DF7367                          STATION RECOVERY (2004)
 DF7367
 DF7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KSM)
 DF7367'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF7367'THE MARK IS 1.0 MILE (1.6 KM) WEST OF RED LAKE, NEAR JUNCTION OF TRUNK
 DF7367'HIGHWAY 89 AND TRUNK HIGHWAY 1, 221 FEET (67.4 M) SOUTH OF TRUNK
 DF7367'HIGHWAY 1, 141 FEET (43.0 M) WEST OF TRUNK HIGHWAY 89, 31.6 FEET (9.6
 DF7367'M) NORTH OF POWER POLE, 17.4 FEET (5.3 M) EAST-SOUTHEAST OF RIGHT OF
 DF7367'WAY POST, 1.2 FEET (0.4 M) EAST OF WITNESS POST.
 DF7367
 DF7367                          STATION RECOVERY (2008)
 DF7367
 DF7367'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DF7367'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7547 ***********************************************************************
 DI7547  DESIGNATION -  0414 AB
 DI7547  PID         -  DI7547
 DI7547  STATE/COUNTY-  MN/BELTRAMI
 DI7547  COUNTRY     -  US
 DI7547  USGS QUAD   -  PUPOSKY LAKE (1972)
 DI7547
 DI7547                         *CURRENT SURVEY CONTROL
 DI7547  ______________________________________________________________________
 DI7547* NAD 83(1986) POSITION- 47 42 07.0    (N) 094 59 59.6    (W)   HD_HELD2  
 DI7547* NAVD 88 ORTHO HEIGHT -   431.241  (meters)    1414.83  (feet) ADJUSTED  
 DI7547  ______________________________________________________________________
 DI7547  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DI7547  DYNAMIC HEIGHT  -        431.300 (meters)     1415.02  (feet) COMP
 DI7547  MODELED GRAVITY -    980,734.3   (mgal)                       NAVD 88
 DI7547
 DI7547  VERT ORDER      -  SECOND    CLASS I
 DI7547
 DI7547.The horizontal coordinates were established by autonomous hand held GPS
 DI7547.observations and have an estimated accuracy of +/- 10 meters.
 DI7547.
 DI7547.The orthometric height was determined by differential leveling and
 DI7547.adjusted in October 2007.
 DI7547
 DI7547.No vertical observational check was made to the station.
 DI7547
 DI7547.Photographs are available for this station.
 DI7547
 DI7547.The dynamic height is computed by dividing the NAVD 88
 DI7547.geopotential number by the normal gravity value computed on the
 DI7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7547.degrees latitude (g = 980.6199 gals.).
 DI7547
 DI7547.The modeled gravity was interpolated from observed gravity values.
 DI7547
 DI7547;                    North         East    Units  Estimated Accuracy
 DI7547;SPC MN N     -   235,376.      657,433.      MT  (+/- 10 meters HH2 GPS)
 DI7547
 DI7547                          SUPERSEDED SURVEY CONTROL
 DI7547
 DI7547  NAVD 88 (08/21/07)  431.276  (m)         1414.94   (f) SUPERSEDED  2 1
 DI7547
 DI7547.Superseded values are not recommended for survey control.
 DI7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7547.See file dsdata.txt to determine how the superseded data were derived.
 DI7547
 DI7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4996285110(NAD 83)
 DI7547
 DI7547_MARKER: DD = SURVEY DISK
 DI7547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7547_STAMPING: 0414 AB 2006
 DI7547_MARK LOGO: MNDT  
 DI7547_PROJECTION: FLUSH
 DI7547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7547+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7547_ROD/PIPE-DEPTH:  6.1 meters
 DI7547
 DI7547  HISTORY     - Date     Condition        Report By
 DI7547  HISTORY     - 2006     MONUMENTED       MNDT
 DI7547
 DI7547                          STATION DESCRIPTION
 DI7547
 DI7547'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7547'THE MARK IS 13.0 MILES (20.9 KM) NORTH OF WILTON, 14.0 MILES (22.5 KM)
 DI7547'NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7547'TRUNK HIGHWAY 2 WHICH IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT TRUNK
 DI7547'HIGHWAY 89 MILEPOINT 13.80, 72.5 FEET (22.1 M) SOUTH OF COUNTY ROAD
 DI7547'602 (SWEET SAP ROAD NORTHWEST) , 98.5 FEET (30.0 M) EAST OF TRUNK
 DI7547'HIGHWAY 89, 4.0 FEET (1.2 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7546 ***********************************************************************
 DI7546  DESIGNATION -  0414 AC
 DI7546  PID         -  DI7546
 DI7546  STATE/COUNTY-  MN/BELTRAMI
 DI7546  COUNTRY     -  US
 DI7546  USGS QUAD   -  AURE (1972)
 DI7546
 DI7546                         *CURRENT SURVEY CONTROL
 DI7546  ______________________________________________________________________
 DI7546* NAD 83(1986) POSITION- 47 41 15.9    (N) 095 00 02.7    (W)   HD_HELD2  
 DI7546* NAVD 88 ORTHO HEIGHT -   439.901  (meters)    1443.24  (feet) ADJUSTED  
 DI7546  ______________________________________________________________________
 DI7546  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DI7546  DYNAMIC HEIGHT  -        439.959 (meters)     1443.43  (feet) COMP
 DI7546  MODELED GRAVITY -    980,730.0   (mgal)                       NAVD 88
 DI7546
 DI7546  VERT ORDER      -  SECOND    CLASS I
 DI7546
 DI7546.The horizontal coordinates were established by autonomous hand held GPS
 DI7546.observations and have an estimated accuracy of +/- 10 meters.
 DI7546.
 DI7546.The orthometric height was determined by differential leveling and
 DI7546.adjusted in October 2007.
 DI7546
 DI7546.No vertical observational check was made to the station.
 DI7546
 DI7546.Photographs are available for this station.
 DI7546
 DI7546.The dynamic height is computed by dividing the NAVD 88
 DI7546.geopotential number by the normal gravity value computed on the
 DI7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7546.degrees latitude (g = 980.6199 gals.).
 DI7546
 DI7546.The modeled gravity was interpolated from observed gravity values.
 DI7546
 DI7546;                    North         East    Units  Estimated Accuracy
 DI7546;SPC MN N     -   233,800.      657,330.      MT  (+/- 10 meters HH2 GPS)
 DI7546
 DI7546                          SUPERSEDED SURVEY CONTROL
 DI7546
 DI7546  NAVD 88 (08/21/07)  439.933  (m)         1443.35   (f) SUPERSEDED  2 1
 DI7546
 DI7546.Superseded values are not recommended for survey control.
 DI7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7546.See file dsdata.txt to determine how the superseded data were derived.
 DI7546
 DI7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4985783534(NAD 83)
 DI7546
 DI7546_MARKER: DD = SURVEY DISK
 DI7546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7546_STAMPING: 0414 AC 2006
 DI7546_MARK LOGO: MNDT  
 DI7546_PROJECTION: FLUSH
 DI7546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7546+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7546_ROD/PIPE-DEPTH:  6.1 meters
 DI7546
 DI7546  HISTORY     - Date     Condition        Report By
 DI7546  HISTORY     - 2006     MONUMENTED       MNDT
 DI7546
 DI7546                          STATION DESCRIPTION
 DI7546
 DI7546'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7546'THE MARK IS 12.0 MILES (19.3 KM) NORTH OF WILTON, 13.0 MILES (20.9 KM)
 DI7546'NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7546'TRUNK HIGHWAY 2 WHICH IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT TRUNK
 DI7546'HIGHWAY 89 MILEPOINT 12.80, 98.9 FEET (30.1 M) WEST OF TRUNK HIGHWAY
 DI7546'89, 2.0 FEET (0.6 M) EAST OF RIGHT OF WAY POST, 2.0 FEET (0.6 M) SOUTH
 DI7546'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7545 ***********************************************************************
 DI7545  DESIGNATION -  0414 AD
 DI7545  PID         -  DI7545
 DI7545  STATE/COUNTY-  MN/BELTRAMI
 DI7545  COUNTRY     -  US
 DI7545  USGS QUAD   -  AURE (1972)
 DI7545
 DI7545                         *CURRENT SURVEY CONTROL
 DI7545  ______________________________________________________________________
 DI7545* NAD 83(1986) POSITION- 47 40 24.0    (N) 095 00 09.7    (W)   HD_HELD2  
 DI7545* NAVD 88 ORTHO HEIGHT -   421.952  (meters)    1384.35  (feet) ADJUSTED  
 DI7545  ______________________________________________________________________
 DI7545  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DI7545  DYNAMIC HEIGHT  -        422.006 (meters)     1384.53  (feet) COMP
 DI7545  MODELED GRAVITY -    980,727.1   (mgal)                       NAVD 88
 DI7545
 DI7545  VERT ORDER      -  SECOND    CLASS I
 DI7545
 DI7545.The horizontal coordinates were established by autonomous hand held GPS
 DI7545.observations and have an estimated accuracy of +/- 10 meters.
 DI7545.
 DI7545.The orthometric height was determined by differential leveling and
 DI7545.adjusted in October 2007.
 DI7545
 DI7545.No vertical observational check was made to the station.
 DI7545
 DI7545.Photographs are available for this station.
 DI7545
 DI7545.The dynamic height is computed by dividing the NAVD 88
 DI7545.geopotential number by the normal gravity value computed on the
 DI7545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7545.degrees latitude (g = 980.6199 gals.).
 DI7545
 DI7545.The modeled gravity was interpolated from observed gravity values.
 DI7545
 DI7545;                    North         East    Units  Estimated Accuracy
 DI7545;SPC MN N     -   232,201.      657,144.      MT  (+/- 10 meters HH2 GPS)
 DI7545
 DI7545                          SUPERSEDED SURVEY CONTROL
 DI7545
 DI7545  NAVD 88 (08/21/07)  421.982  (m)         1384.45   (f) SUPERSEDED  2 1
 DI7545
 DI7545.Superseded values are not recommended for survey control.
 DI7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7545.See file dsdata.txt to determine how the superseded data were derived.
 DI7545
 DI7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4967081936(NAD 83)
 DI7545
 DI7545_MARKER: DD = SURVEY DISK
 DI7545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7545_STAMPING: 0414 AD 2006
 DI7545_MARK LOGO: MNDT  
 DI7545_PROJECTION: FLUSH
 DI7545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7545+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7545_ROD/PIPE-DEPTH:  6.1 meters
 DI7545
 DI7545  HISTORY     - Date     Condition        Report By
 DI7545  HISTORY     - 2006     MONUMENTED       MNDT
 DI7545
 DI7545                          STATION DESCRIPTION
 DI7545
 DI7545'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7545'THE MARK IS 11.0 MILES (17.7 KM) NORTH OF WILTON, 11.95 MILES (19.23
 DI7545'KM) NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7545'TRUNK HIGHWAY 2 WHICH IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT TRUNK
 DI7545'HIGHWAY 89 MILEPOINT 11.90, 112.8 FEET (34.4 M) EAST OF TRUNK HIGHWAY
 DI7545'89, 69.0 FEET (21.0 M) WEST OF COUNTY ROAD 26 (GREAT DIVIDE ROAD
 DI7545'NORTHWEST) , 1.0 FOOT (0.3 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7542 ***********************************************************************
 DI7542  DESIGNATION -  0414 AE
 DI7542  PID         -  DI7542
 DI7542  STATE/COUNTY-  MN/BELTRAMI
 DI7542  COUNTRY     -  US
 DI7542  USGS QUAD   -  AURE (1972)
 DI7542
 DI7542                         *CURRENT SURVEY CONTROL
 DI7542  ______________________________________________________________________
 DI7542* NAD 83(1986) POSITION- 47 38 18.1    (N) 095 00 49.4    (W)   HD_HELD2  
 DI7542* NAVD 88 ORTHO HEIGHT -   434.921  (meters)    1426.90  (feet) ADJUSTED  
 DI7542  ______________________________________________________________________
 DI7542  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DI7542  DYNAMIC HEIGHT  -        434.974 (meters)     1427.08  (feet) COMP
 DI7542  MODELED GRAVITY -    980,719.9   (mgal)                       NAVD 88
 DI7542
 DI7542  VERT ORDER      -  SECOND    CLASS I
 DI7542
 DI7542.The horizontal coordinates were established by autonomous hand held GPS
 DI7542.observations and have an estimated accuracy of +/- 10 meters.
 DI7542.
 DI7542.The orthometric height was determined by differential leveling and
 DI7542.adjusted in October 2007.
 DI7542
 DI7542.No vertical observational check was made to the station.
 DI7542
 DI7542.Photographs are available for this station.
 DI7542
 DI7542.The dynamic height is computed by dividing the NAVD 88
 DI7542.geopotential number by the normal gravity value computed on the
 DI7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7542.degrees latitude (g = 980.6199 gals.).
 DI7542
 DI7542.The modeled gravity was interpolated from observed gravity values.
 DI7542
 DI7542;                    North         East    Units  Estimated Accuracy
 DI7542;SPC MN N     -   228,335.      656,220.      MT  (+/- 10 meters HH2 GPS)
 DI7542
 DI7542                          SUPERSEDED SURVEY CONTROL
 DI7542
 DI7542  NAVD 88 (08/21/07)  434.945  (m)         1426.98   (f) SUPERSEDED  2 1
 DI7542
 DI7542.Superseded values are not recommended for survey control.
 DI7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7542.See file dsdata.txt to determine how the superseded data were derived.
 DI7542
 DI7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4874178071(NAD 83)
 DI7542
 DI7542_MARKER: DD = SURVEY DISK
 DI7542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7542_STAMPING: 0414 AE 2006
 DI7542_MARK LOGO: MNDT  
 DI7542_PROJECTION: RECESSED 3 CENTIMETERS
 DI7542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7542+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7542_ROD/PIPE-DEPTH:  6.1 meters
 DI7542
 DI7542  HISTORY     - Date     Condition        Report By
 DI7542  HISTORY     - 2006     MONUMENTED       MNDT
 DI7542
 DI7542                          STATION DESCRIPTION
 DI7542
 DI7542'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7542'THE MARK IS 9.0 MILES (14.5 KM) NORTH OF WILTON, 9.35 MILES (15.05 KM)
 DI7542'NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7542'TRUNK HIGHWAY 2 (1.0 MILE EAST OF WILTON) , AT TRUNK HIGHWAY 89
 DI7542'MILEPOINT 9.30, 103.5 FEET (31.5 M) EAST OF TRUNK HIGHWAY 89, 37.0
 DI7542'FEET (11.3 M) NORTH OF DRIVEWAY NUMBER 17418, 2.5 FEET (0.8 M) EAST OF
 DI7542'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7551 ***********************************************************************
 DI7551  DESIGNATION -  0414 AF
 DI7551  PID         -  DI7551
 DI7551  STATE/COUNTY-  MN/BELTRAMI
 DI7551  COUNTRY     -  US
 DI7551  USGS QUAD   -  WILTON (1972)
 DI7551
 DI7551                         *CURRENT SURVEY CONTROL
 DI7551  ______________________________________________________________________
 DI7551* NAD 83(1986) POSITION- 47 31 47.9    (N) 095 00 30.2    (W)   HD_HELD2  
 DI7551* NAVD 88 ORTHO HEIGHT -   427.043  (meters)    1401.06  (feet) ADJUSTED  
 DI7551  ______________________________________________________________________
 DI7551  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DI7551  DYNAMIC HEIGHT  -        427.087 (meters)     1401.20  (feet) COMP
 DI7551  MODELED GRAVITY -    980,702.8   (mgal)                       NAVD 88
 DI7551
 DI7551  VERT ORDER      -  SECOND    CLASS I
 DI7551
 DI7551.The horizontal coordinates were established by autonomous hand held GPS
 DI7551.observations and have an estimated accuracy of +/- 10 meters.
 DI7551.
 DI7551.The orthometric height was determined by differential leveling and
 DI7551.adjusted in October 2007.
 DI7551
 DI7551.No vertical observational check was made to the station.
 DI7551
 DI7551.Photographs are available for this station.
 DI7551
 DI7551.The dynamic height is computed by dividing the NAVD 88
 DI7551.geopotential number by the normal gravity value computed on the
 DI7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7551.degrees latitude (g = 980.6199 gals.).
 DI7551
 DI7551.The modeled gravity was interpolated from observed gravity values.
 DI7551
 DI7551;                    North         East    Units  Estimated Accuracy
 DI7551;SPC MN N     -   216,279.      656,324.      MT  (+/- 10 meters HH2 GPS)
 DI7551
 DI7551                          SUPERSEDED SURVEY CONTROL
 DI7551
 DI7551  NAVD 88 (08/21/07)  427.048  (m)         1401.07   (f) SUPERSEDED  2 1
 DI7551
 DI7551.Superseded values are not recommended for survey control.
 DI7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7551.See file dsdata.txt to determine how the superseded data were derived.
 DI7551
 DI7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4883066015(NAD 83)
 DI7551
 DI7551_MARKER: DD = SURVEY DISK
 DI7551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7551_STAMPING: 0414 AF 2006
 DI7551_MARK LOGO: MNDT  
 DI7551_PROJECTION: FLUSH
 DI7551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7551+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7551_ROD/PIPE-DEPTH:  6.1 meters
 DI7551
 DI7551  HISTORY     - Date     Condition        Report By
 DI7551  HISTORY     - 2006     MONUMENTED       MNDT
 DI7551
 DI7551                          STATION DESCRIPTION
 DI7551
 DI7551'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7551'THE MARK IS 1.50 MILES (2.41 KM) NORTH OF WILTON, 1.70 MILES (2.74 KM)
 DI7551'NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND
 DI7551'TRUNK HIGHWAY 2 (1.0 MILE EAST OF WILTON) , AT TRUNK HIGHWAY 89
 DI7551'MILEPOINT 1.70, 75.7 FEET (23.1 M) NORTHEAST OF TRUNK HIGHWAY 89, 97.5
 DI7551'FEET (29.7 M) NORTHWEST OF DRIVEWAY NUMBER 6122, 1.0 FEET (0.3 M) WEST
 DI7551'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7541 ***********************************************************************
 DI7541  DESIGNATION -  0414 AG
 DI7541  PID         -  DI7541
 DI7541  STATE/COUNTY-  MN/BELTRAMI
 DI7541  COUNTRY     -  US
 DI7541  USGS QUAD   -  PETERSON LAKE (1994)
 DI7541
 DI7541                         *CURRENT SURVEY CONTROL
 DI7541  ______________________________________________________________________
 DI7541* NAD 83(1986) POSITION- 47 31 24.6    (N) 094 59 32.6    (W)   HD_HELD2  
 DI7541* NAVD 88 ORTHO HEIGHT -   428.656  (meters)    1406.35  (feet) ADJUSTED  
 DI7541  ______________________________________________________________________
 DI7541  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DI7541  DYNAMIC HEIGHT  -        428.700 (meters)     1406.49  (feet) COMP
 DI7541  MODELED GRAVITY -    980,701.7   (mgal)                       NAVD 88
 DI7541
 DI7541  VERT ORDER      -  SECOND    CLASS I
 DI7541
 DI7541.The horizontal coordinates were established by autonomous hand held GPS
 DI7541.observations and have an estimated accuracy of +/- 10 meters.
 DI7541.
 DI7541.The orthometric height was determined by differential leveling and
 DI7541.adjusted in October 2007.
 DI7541
 DI7541.No vertical observational check was made to the station.
 DI7541
 DI7541.Photographs are available for this station.
 DI7541
 DI7541.The dynamic height is computed by dividing the NAVD 88
 DI7541.geopotential number by the normal gravity value computed on the
 DI7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7541.degrees latitude (g = 980.6199 gals.).
 DI7541
 DI7541.The modeled gravity was interpolated from observed gravity values.
 DI7541
 DI7541;                    North         East    Units  Estimated Accuracy
 DI7541;SPC MN N     -   215,530.      657,510.      MT  (+/- 10 meters HH2 GPS)
 DI7541
 DI7541                          SUPERSEDED SURVEY CONTROL
 DI7541
 DI7541  NAVD 88 (08/21/07)  428.660  (m)         1406.36   (f) SUPERSEDED  2 1
 DI7541
 DI7541.Superseded values are not recommended for survey control.
 DI7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7541.See file dsdata.txt to determine how the superseded data were derived.
 DI7541
 DI7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5001565265(NAD 83)
 DI7541
 DI7541_MARKER: DD = SURVEY DISK
 DI7541_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7541_STAMPING: 0414 AG 2006
 DI7541_MARK LOGO: MNDT  
 DI7541_PROJECTION: RECESSED 3 CENTIMETERS
 DI7541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7541+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7541_ROD/PIPE-DEPTH:  4.6 meters
 DI7541
 DI7541  HISTORY     - Date     Condition        Report By
 DI7541  HISTORY     - 2006     MONUMENTED       MNDT
 DI7541
 DI7541                          STATION DESCRIPTION
 DI7541
 DI7541'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI7541'THE MARK IS 1.0 MILE (1.6 KM) NORTHEAST OF WILTON, 0.75 MILES (1.21
 DI7541'KM) NORTHWEST ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK
 DI7541'HIGHWAY 89 AND TRUNK HIGHWAY 2 (1.0 MIL E EAST OF WILTON) , AT TRUNK
 DI7541'HIGHWAY 89 MILEPOINT 0.80, 133.0 FEET (40.5 M) NORTH OF ROAD, 74.5
 DI7541'FEET (22.7 M) NORTHEAST OF TRUNK HIGHWAY 89, 3.3 FEET (1.0 M) SOUTH OF
 DI7541'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7550 ***********************************************************************
 DI7550  DESIGNATION -  0414 AH
 DI7550  PID         -  DI7550
 DI7550  STATE/COUNTY-  MN/BELTRAMI
 DI7550  COUNTRY     -  US
 DI7550  USGS QUAD   -  PETERSON LAKE (1994)
 DI7550
 DI7550                         *CURRENT SURVEY CONTROL
 DI7550  ______________________________________________________________________
 DI7550* NAD 83(1986) POSITION- 47 30 54.2    (N) 094 59 01.8    (W)   HD_HELD2  
 DI7550* NAVD 88 ORTHO HEIGHT -   424.136  (meters)    1391.52  (feet) ADJUSTED  
 DI7550  ______________________________________________________________________
 DI7550  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DI7550  DYNAMIC HEIGHT  -        424.179 (meters)     1391.66  (feet) COMP
 DI7550  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 DI7550
 DI7550  VERT ORDER      -  SECOND    CLASS I
 DI7550
 DI7550.The horizontal coordinates were established by autonomous hand held GPS
 DI7550.observations and have an estimated accuracy of +/- 10 meters.
 DI7550.
 DI7550.The orthometric height was determined by differential leveling and
 DI7550.adjusted in October 2007.
 DI7550
 DI7550.No vertical observational check was made to the station.
 DI7550
 DI7550.Photographs are available for this station.
 DI7550
 DI7550.The dynamic height is computed by dividing the NAVD 88
 DI7550.geopotential number by the normal gravity value computed on the
 DI7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7550.degrees latitude (g = 980.6199 gals.).
 DI7550
 DI7550.The modeled gravity was interpolated from observed gravity values.
 DI7550
 DI7550;                    North         East    Units  Estimated Accuracy
 DI7550;SPC MN N     -   214,576.      658,131.      MT  (+/- 10 meters HH2 GPS)
 DI7550
 DI7550                          SUPERSEDED SURVEY CONTROL
 DI7550
 DI7550  NAVD 88 (08/21/07)  424.138  (m)         1391.53   (f) SUPERSEDED  2 1
 DI7550
 DI7550.Superseded values are not recommended for survey control.
 DI7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7550.See file dsdata.txt to determine how the superseded data were derived.
 DI7550
 DI7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5063664310(NAD 83)
 DI7550
 DI7550_MARKER: DD = SURVEY DISK
 DI7550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI7550_STAMPING: 0414 AH 2006
 DI7550_MARK LOGO: MNDT  
 DI7550_PROJECTION: FLUSH
 DI7550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI7550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7550+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI7550_ROD/PIPE-DEPTH:  6.1 meters
 DI7550
 DI7550  HISTORY     - Date     Condition        Report By
 DI7550  HISTORY     - 2006     MONUMENTED       MNDT
 DI7550
 DI7550                          STATION DESCRIPTION
 DI7550
 DI7550'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7550'THE MARK IS 1.0 MILE (1.6 KM) EAST OF WILTON, AT JUNCTION OF TRUNK
 DI7550'HIGHWAY 89 AND TRUNK HIGHWAY 2 (1.0 MILE EAST OF WILTON), AT TRUNK
 DI7550'HIGHWAY 89 MILEPOINT 0.00, 107.7 FEET (32.8 M) SOUTHWEST OF TRUNK
 DI7550'HIGHWAY 2 (IN PORK CHOP JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY
 DI7550'2), 52.6 FEET (16.0 M) EAST OF TRUNK HIGHWAY 89, 153.0 FEET (46.6 M)
 DI7550'WEST OF WESTBOUND TRUNK HIGHWAY 2, 2.5 FEET (0.8 M) SOUTH OF WITNESS
 DI7550'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5864 ***********************************************************************
 DH5864  DESIGNATION -  0414 B RESET
 DH5864  PID         -  DH5864
 DH5864  STATE/COUNTY-  MN/BELTRAMI
 DH5864  COUNTRY     -  US
 DH5864  USGS QUAD   -  RED LAKE (1972)
 DH5864
 DH5864                         *CURRENT SURVEY CONTROL
 DH5864  ______________________________________________________________________
 DH5864* NAD 83(1986) POSITION- 47 51 12.6    (N) 095 02 39.2    (W)   HD_HELD2  
 DH5864* NAVD 88 ORTHO HEIGHT -   382.374  (meters)    1254.51  (feet) ADJUSTED  
 DH5864  ______________________________________________________________________
 DH5864  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 DH5864  DYNAMIC HEIGHT  -        382.435 (meters)     1254.71  (feet) COMP
 DH5864  MODELED GRAVITY -    980,761.5   (mgal)                       NAVD 88
 DH5864
 DH5864  VERT ORDER      -  SECOND    CLASS I
 DH5864
 DH5864.The horizontal coordinates were established by autonomous hand held GPS
 DH5864.observations and have an estimated accuracy of +/- 10 meters.
 DH5864.
 DH5864.The orthometric height was determined by differential leveling and
 DH5864.adjusted in October 2007.
 DH5864
 DH5864.Photographs are available for this station.
 DH5864
 DH5864.The dynamic height is computed by dividing the NAVD 88
 DH5864.geopotential number by the normal gravity value computed on the
 DH5864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5864.degrees latitude (g = 980.6199 gals.).
 DH5864
 DH5864.The modeled gravity was interpolated from observed gravity values.
 DH5864
 DH5864;                    North         East    Units  Estimated Accuracy
 DH5864;SPC MN N     -   252,303.      654,531.      MT  (+/- 10 meters HH2 GPS)
 DH5864
 DH5864                          SUPERSEDED SURVEY CONTROL
 DH5864
 DH5864  NAVD 88 (09/30/05)  382.420  (m)         1254.66   (f) SUPERSEDED  2 1
 DH5864
 DH5864.Superseded values are not recommended for survey control.
 DH5864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5864.See file dsdata.txt to determine how the superseded data were derived.
 DH5864
 DH5864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP4708202040(NAD 83)
 DH5864
 DH5864_MARKER: DB = BENCH MARK DISK
 DH5864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5864_STAMPING: 0414 B RESET 1976
 DH5864_MARK LOGO: MNHD  
 DH5864_PROJECTION: FLUSH
 DH5864_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5864+STABILITY: SURFACE MOTION
 DH5864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5864+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5864
 DH5864  HISTORY     - Date     Condition        Report By
 DH5864  HISTORY     - 1976     MONUMENTED       MNHD
 DH5864  HISTORY     - 20040707 GOOD             MNDT
 DH5864  HISTORY     - 20050830 GOOD             MNDT
 DH5864
 DH5864                          STATION DESCRIPTION
 DH5864
 DH5864'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5864'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.9 MILES (3.1
 DH5864'KM) SOUTH OF RED LAKE, 1.1 MILES (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5864'FROM JUNCTION TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 NEAR  RED LAKE, AT
 DH5864'TRUNK HIGHWAY 89 MILEPOINT 24.95, 95 FEET (29.0 M) WEST OF HIGHWAY 89,
 DH5864'159 FEET (48.5 M) NORTH OF TEE ROAD SOUTHWEST (SHELL LAKE TRAIL), 0.5
 DH5864'FEET (15.2 CM) EAST OF WITNESS POST.
 DH5864
 DH5864                          STATION RECOVERY (2005)
 DH5864
 DH5864'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5864'1.9 MILES SOUTH OF RED LAKE, 1.1 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5864'FROM JUNCTION TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 NEAR RED LAKE, AT
 DH5864'TRUNK HIGHWAY 89 MILEPOINT 24.95, 95 FEET WEST OF TRUNK HIGHWAY 89,
 DH5864'159 FEET NORTH OF TEE ROAD SOUTHWEST (SHELL LAKE TRAIL), 0.5 FEET EAST
 DH5864'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7552 ***********************************************************************
 DI7552  DESIGNATION -  0414 BB RESET
 DI7552  PID         -  DI7552
 DI7552  STATE/COUNTY-  MN/BELTRAMI
 DI7552  COUNTRY     -  US
 DI7552  USGS QUAD   -  PETERSON LAKE (1994)
 DI7552
 DI7552                         *CURRENT SURVEY CONTROL
 DI7552  ______________________________________________________________________
 DI7552* NAD 83(1986) POSITION- 47 31 07.6    (N) 094 59 16.0    (W)   HD_HELD2  
 DI7552* NAVD 88 ORTHO HEIGHT -   431.949  (meters)    1417.15  (feet) ADJUSTED  
 DI7552  ______________________________________________________________________
 DI7552  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DI7552  DYNAMIC HEIGHT  -        431.993 (meters)     1417.30  (feet) COMP
 DI7552  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 DI7552
 DI7552  VERT ORDER      -  SECOND    CLASS I
 DI7552
 DI7552.The horizontal coordinates were established by autonomous hand held GPS
 DI7552.observations and have an estimated accuracy of +/- 10 meters.
 DI7552.
 DI7552.The orthometric height was determined by differential leveling and
 DI7552.adjusted in October 2007.
 DI7552
 DI7552.No vertical observational check was made to the station.
 DI7552
 DI7552.The dynamic height is computed by dividing the NAVD 88
 DI7552.geopotential number by the normal gravity value computed on the
 DI7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7552.degrees latitude (g = 980.6199 gals.).
 DI7552
 DI7552.The modeled gravity was interpolated from observed gravity values.
 DI7552
 DI7552;                    North         East    Units  Estimated Accuracy
 DI7552;SPC MN N     -   214,997.      657,845.      MT  (+/- 10 meters HH2 GPS)
 DI7552
 DI7552                          SUPERSEDED SURVEY CONTROL
 DI7552
 DI7552  NAVD 88 (08/21/07)  431.952  (m)         1417.16   (f) SUPERSEDED  2 1
 DI7552
 DI7552.Superseded values are not recommended for survey control.
 DI7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7552.See file dsdata.txt to determine how the superseded data were derived.
 DI7552
 DI7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5034964731(NAD 83)
 DI7552
 DI7552_MARKER: DR = REFERENCE MARK DISK
 DI7552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7552_STAMPING: RESET 0414 BB 1977
 DI7552_MARK LOGO: MNHD  
 DI7552_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7552+STABILITY: SURFACE MOTION
 DI7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7552+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DI7552
 DI7552  HISTORY     - Date     Condition        Report By
 DI7552  HISTORY     - 1977     MONUMENTED       MNHD
 DI7552  HISTORY     - 20060406 GOOD             MNDT
 DI7552
 DI7552                          STATION DESCRIPTION
 DI7552
 DI7552'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7552'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MILES (0.8
 DI7552'KM) NORTH OF WILTON, 0.35 MILES (0.56 KM) NORTH ALONG TRUNK HIGHWAY 89
 DI7552'FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR WILTON, AT
 DI7552'TRUNK HIGHWAY 89 MILEPOINT 0.35, 100 FEET (30.5 M) WEST OF TRUNK
 DI7552'HIGHWAY 89, 48 FEET (14.6 M) SOUTH OF ENTRANCE WEST, 24.5 FEET (7.5 M)
 DI7552'SOUTH OF RIGHT OF WAY POST, 0.5 FEET (15.2 CM) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5876 ***********************************************************************
 DH5876  DESIGNATION -  0414 D
 DH5876  PID         -  DH5876
 DH5876  STATE/COUNTY-  MN/BELTRAMI
 DH5876  COUNTRY     -  US
 DH5876  USGS QUAD   -  RED LAKE (1972)
 DH5876
 DH5876                         *CURRENT SURVEY CONTROL
 DH5876  ______________________________________________________________________
 DH5876* NAD 83(1986) POSITION- 47 49 43.6    (N) 095 02 07.3    (W)   HD_HELD2  
 DH5876* NAVD 88 ORTHO HEIGHT -   389.577  (meters)    1278.14  (feet) ADJUSTED  
 DH5876  ______________________________________________________________________
 DH5876  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DH5876  DYNAMIC HEIGHT  -        389.638 (meters)     1278.34  (feet) COMP
 DH5876  MODELED GRAVITY -    980,757.4   (mgal)                       NAVD 88
 DH5876
 DH5876  VERT ORDER      -  SECOND    CLASS I
 DH5876
 DH5876.The horizontal coordinates were established by autonomous hand held GPS
 DH5876.observations and have an estimated accuracy of +/- 10 meters.
 DH5876.
 DH5876.The orthometric height was determined by differential leveling and
 DH5876.adjusted in October 2007.
 DH5876
 DH5876.Photographs are available for this station.
 DH5876
 DH5876.The dynamic height is computed by dividing the NAVD 88
 DH5876.geopotential number by the normal gravity value computed on the
 DH5876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5876.degrees latitude (g = 980.6199 gals.).
 DH5876
 DH5876.The modeled gravity was interpolated from observed gravity values.
 DH5876
 DH5876;                    North         East    Units  Estimated Accuracy
 DH5876;SPC MN N     -   249,538.      655,125.      MT  (+/- 10 meters HH2 GPS)
 DH5876
 DH5876                          SUPERSEDED SURVEY CONTROL
 DH5876
 DH5876  NAVD 88 (09/30/05)  389.625  (m)         1278.29   (f) SUPERSEDED  2 1
 DH5876
 DH5876.Superseded values are not recommended for survey control.
 DH5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5876.See file dsdata.txt to determine how the superseded data were derived.
 DH5876
 DH5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4767299275(NAD 83)
 DH5876
 DH5876_MARKER: DB = BENCH MARK DISK
 DH5876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5876_STAMPING: 0414 D 1969
 DH5876_MARK LOGO: MNHD  
 DH5876_PROJECTION: FLUSH
 DH5876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5876+STABILITY: SURFACE MOTION
 DH5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5876+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5876
 DH5876  HISTORY     - Date     Condition        Report By
 DH5876  HISTORY     - 1969     MONUMENTED       MNHD
 DH5876  HISTORY     - 20040707 GOOD             MNDT
 DH5876  HISTORY     - 20050830 GOOD             MNDT
 DH5876
 DH5876                          STATION DESCRIPTION
 DH5876
 DH5876'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5876'THE MARK WAS RECOVERED AS DESRIBED. THE MARK IS 3.3 MILES (5.3 KM)
 DH5876'SOUTH OF RED LAKE, 2.85 MILES (4.59 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5876'FROM JUNCTION TRUNK HIGHWAY 89 AND HIGHWAY 1, AT TRUNK HIGHWAY 89
 DH5876'MILEPOINT 23.2, 102 FEET (31.1 M) WEST OF TRUNK HIGHWAY 89, 456 FEET
 DH5876'(139.0 M) NORTH OF LITTLE ROCK CREEK, 1.0 FOOT (0.3 M) EAST OF WITNESS
 DH5876'POST.
 DH5876
 DH5876                          STATION RECOVERY (2005)
 DH5876
 DH5876'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5876'3.3 MILES SOUTH OF RED LAKE, 2.85 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5876'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, AT TRUNK HIGHWAY
 DH5876'89 MILEPOINT 23.2, 102 FEET WEST OF TRUNK HIGHWAY 89, 456 FEET NORTH
 DH5876'OF LITTLE ROCK CREEK, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5866 ***********************************************************************
 DH5866  DESIGNATION -  0414 E
 DH5866  PID         -  DH5866
 DH5866  STATE/COUNTY-  MN/BELTRAMI
 DH5866  COUNTRY     -  US
 DH5866  USGS QUAD   -  RED LAKE (1972)
 DH5866
 DH5866                         *CURRENT SURVEY CONTROL
 DH5866  ______________________________________________________________________
 DH5866* NAD 83(1986) POSITION- 47 48 57.0    (N) 095 02 10.4    (W)   HD_HELD2  
 DH5866* NAVD 88 ORTHO HEIGHT -   401.353  (meters)    1316.77  (feet) ADJUSTED  
 DH5866  ______________________________________________________________________
 DH5866  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DH5866  DYNAMIC HEIGHT  -        401.415 (meters)     1316.98  (feet) COMP
 DH5866  MODELED GRAVITY -    980,755.2   (mgal)                       NAVD 88
 DH5866
 DH5866  VERT ORDER      -  SECOND    CLASS I
 DH5866
 DH5866.The horizontal coordinates were established by autonomous hand held GPS
 DH5866.observations and have an estimated accuracy of +/- 10 meters.
 DH5866.
 DH5866.The orthometric height was determined by differential leveling and
 DH5866.adjusted in October 2007.
 DH5866
 DH5866.Photographs are available for this station.
 DH5866
 DH5866.The dynamic height is computed by dividing the NAVD 88
 DH5866.geopotential number by the normal gravity value computed on the
 DH5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5866.degrees latitude (g = 980.6199 gals.).
 DH5866
 DH5866.The modeled gravity was interpolated from observed gravity values.
 DH5866
 DH5866;                    North         East    Units  Estimated Accuracy
 DH5866;SPC MN N     -   248,101.      655,024.      MT  (+/- 10 meters HH2 GPS)
 DH5866
 DH5866                          SUPERSEDED SURVEY CONTROL
 DH5866
 DH5866  NAVD 88 (09/30/05)  401.401  (m)         1316.93   (f) SUPERSEDED  2 1
 DH5866
 DH5866.Superseded values are not recommended for survey control.
 DH5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5866.See file dsdata.txt to determine how the superseded data were derived.
 DH5866
 DH5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4757097838(NAD 83)
 DH5866
 DH5866_MARKER: DB = BENCH MARK DISK
 DH5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5866_STAMPING: 0414 E 1969
 DH5866_MARK LOGO: MNHD  
 DH5866_PROJECTION: FLUSH
 DH5866_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5866+STABILITY: SURFACE MOTION
 DH5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5866+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5866
 DH5866  HISTORY     - Date     Condition        Report By
 DH5866  HISTORY     - 1969     MONUMENTED       MNHD
 DH5866  HISTORY     - 20040707 GOOD             MNDT
 DH5866  HISTORY     - 20050830 GOOD             MNDT
 DH5866
 DH5866                          STATION DESCRIPTION
 DH5866
 DH5866'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5866'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.2 MILES (6.8
 DH5866'KM) SOUTH OF RED LAKE, 3.7 MILES (6.0 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5866'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 NEAR RED LAKE, IN
 DH5866'NORTHEAST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 89 AND  CROSSROAD, AT
 DH5866'TRUNK HIGHWAY 89 MILEPOINT 22.3, 100 FEET (30.5 M) EAST OF TRUNK
 DH5866'HIGHWAY 89, 66 FEET (20.1 M) NORTH OF JUNCTION OF TRUNK HIGHWAY 89 AND
 DH5866'CROSSROAD, 35 FEET (10.7 M) NORTH-NORTHWEST OF ROAD EAST, 1.0 FOOT
 DH5866'(0.3 M) WEST OF WITNESS POST.
 DH5866
 DH5866                          STATION RECOVERY (2005)
 DH5866
 DH5866'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5866'4.2 MILES SOUTH OF RED LAKE, 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5866'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 NEAR RED LAKE, IN
 DH5866'NORTHEAST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 89 AND CROSSROAD, AT
 DH5866'TRUNK HIGHWAY 89 MILEPOINT 22.3, 100 FEET EAST OF TRUNK HIGHWAY 89, 66
 DH5866'FEET NORTH OF JUNCTION OF TRUNK HIGHWAY 89 AND CROSSROAD, 35 FEET
 DH5866'NORTH-NORTHWEST OF ROAD EAST, 1.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5867 ***********************************************************************
 DH5867  DESIGNATION -  0414 F
 DH5867  PID         -  DH5867
 DH5867  STATE/COUNTY-  MN/BELTRAMI
 DH5867  COUNTRY     -  US
 DH5867  USGS QUAD   -  RED LAKE (1972)
 DH5867
 DH5867                         *CURRENT SURVEY CONTROL
 DH5867  ______________________________________________________________________
 DH5867* NAD 83(1986) POSITION- 47 48 10.02   (N) 095 01 44.07   (W)   HD_HELD1  
 DH5867* NAVD 88 ORTHO HEIGHT -   406.937  (meters)    1335.09  (feet) ADJUSTED  
 DH5867  ______________________________________________________________________
 DH5867  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DH5867  DYNAMIC HEIGHT  -        406.999 (meters)     1335.30  (feet) COMP
 DH5867  MODELED GRAVITY -    980,752.7   (mgal)                       NAVD 88
 DH5867
 DH5867  VERT ORDER      -  SECOND    CLASS I
 DH5867
 DH5867.The horizontal coordinates were established by differentially corrected
 DH5867.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DH5867.
 DH5867.The orthometric height was determined by differential leveling and
 DH5867.adjusted in October 2007.
 DH5867
 DH5867.Photographs are available for this station.
 DH5867
 DH5867.The dynamic height is computed by dividing the NAVD 88
 DH5867.geopotential number by the normal gravity value computed on the
 DH5867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5867.degrees latitude (g = 980.6199 gals.).
 DH5867
 DH5867.The modeled gravity was interpolated from observed gravity values.
 DH5867
 DH5867;                    North         East    Units  Estimated Accuracy
 DH5867;SPC MN N     -   246,637.2     655,535.8     MT  (+/- 3 meters HH1 GPS) 
 DH5867
 DH5867                          SUPERSEDED SURVEY CONTROL
 DH5867
 DH5867  NAVD 88 (09/30/05)  406.986  (m)         1335.25   (f) SUPERSEDED  2 1
 DH5867
 DH5867.Superseded values are not recommended for survey control.
 DH5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5867.See file dsdata.txt to determine how the superseded data were derived.
 DH5867
 DH5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4807996373(NAD 83)
 DH5867
 DH5867_MARKER: DB = BENCH MARK DISK
 DH5867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5867_STAMPING: 0414 F 1969
 DH5867_MARK LOGO: MNHD  
 DH5867_PROJECTION: FLUSH
 DH5867_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5867+STABILITY: SURFACE MOTION
 DH5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH5867+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 DH5867
 DH5867  HISTORY     - Date     Condition        Report By
 DH5867  HISTORY     - 1969     MONUMENTED       MNHD
 DH5867  HISTORY     - 20040707 GOOD             MNDT
 DH5867  HISTORY     - 20050830 GOOD             MNDT
 DH5867
 DH5867                          STATION DESCRIPTION
 DH5867
 DH5867'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5867'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.2 MILES (8.4
 DH5867'KM) SOUTH OF RED LAKE, 4.7 MILES (7.6 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DH5867'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, AT TRUNK HIGHWAY
 DH5867'89 MILEPOINT 21.3, 98 FEET (29.9 M) WEST OF TRUNK HIGHWAY 89, 75 FEET
 DH5867'(22.9 M) SOUTH OF EAST-WEST SOUTH BOUNDARY OF ROAD NORTHWEST, 1.0 FOOT
 DH5867'(0.3 M) EAST OF WITNESS POST.
 DH5867
 DH5867                          STATION RECOVERY (2005)
 DH5867
 DH5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5867'5.2 MILES SOUTH OF RED LAKE, 4.7 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DH5867'FROM JUNCTION TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, AT TRUNK HIGHWAY
 DH5867'89 MILEPOINT 21.3, 98 FEET WEST OF TRUNK HIGHWAY 89, 75 FEET SOUTH OF
 DH5867'EAST-WEST SOUTH BOUNDARY OF ROAD NORTHWEST, 1.0 FEET EAST OF WITNESS
 DH5867'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5869 ***********************************************************************
 DH5869  DESIGNATION -  0414 G
 DH5869  PID         -  DH5869
 DH5869  STATE/COUNTY-  MN/BELTRAMI
 DH5869  COUNTRY     -  US
 DH5869  USGS QUAD   -  RED LAKE (1972)
 DH5869
 DH5869                         *CURRENT SURVEY CONTROL
 DH5869  ______________________________________________________________________
 DH5869* NAD 83(2007) POSITION- 47 47 21.06736(N) 095 00 49.85496(W)   ADJUSTED  
 DH5869* NAD 83(2007) ELLIP HT-   381.404 (meters)        (12/20/10)   ADJUSTED
 DH5869* NAD 83(2007) EPOCH   -  2002.00
 DH5869* NAVD 88 ORTHO HEIGHT -   409.377  (meters)    1343.10  (feet) ADJUSTED  
 DH5869  ______________________________________________________________________
 DH5869  NAD 83(2007) X  -   -375,225.139 (meters)                     COMP
 DH5869  NAD 83(2007) Y  - -4,276,936.442 (meters)                     COMP
 DH5869  NAD 83(2007) Z  -  4,701,442.319 (meters)                     COMP
 DH5869  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC09
 DH5869  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DH5869  DYNAMIC HEIGHT  -        409.438 (meters)     1343.30  (feet) COMP
 DH5869  MODELED GRAVITY -    980,750.1   (mgal)                       NAVD 88
 DH5869
 DH5869  HORZ ORDER      -  FIRST
 DH5869  VERT ORDER      -  SECOND    CLASS I
 DH5869  ELLP ORDER      -  THIRD     CLASS I
 DH5869
 DH5869.The horizontal coordinates were established by GPS observations
 DH5869.and adjusted by the National Geodetic Survey in December 2010.
 DH5869
 DH5869.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH5869.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH5869
 DH5869.The horizontal coordinates are valid at the epoch date displayed above
 DH5869.which is a decimal equivalence of Year/Month/Day.
 DH5869
 DH5869.The orthometric height was determined by differential leveling and
 DH5869.adjusted in October 2007.
 DH5869
 DH5869.No vertical observational check was made to the station.
 DH5869
 DH5869.Photographs are available for this station.
 DH5869
 DH5869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5869
 DH5869.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH5869
 DH5869.The ellipsoidal height was determined by GPS observations
 DH5869.and is referenced to NAD 83.
 DH5869
 DH5869.The dynamic height is computed by dividing the NAVD 88
 DH5869.geopotential number by the normal gravity value computed on the
 DH5869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5869.degrees latitude (g = 980.6199 gals.).
 DH5869
 DH5869.The modeled gravity was interpolated from observed gravity values.
 DH5869
 DH5869. The following values were computed from the NAD 83(2007) position.
 DH5869
 DH5869;                    North         East     Units Scale Factor Converg.
 DH5869;SPC MN N     -   245,097.824   656,626.016   MT  0.99990314   -1 25 06.9
 DH5869;SPC MN N     -   804,125.11  2,154,280.52   sFT  0.99990314   -1 25 06.9
 DH5869;UTM  15      - 5,294,833.221   349,167.930   MT  0.99987957   -1 29 30.8
 DH5869
 DH5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5869!SPC MN N     -   0.99994022  x   0.99990314  =   0.99984337
 DH5869!UTM  15      -   0.99994022  x   0.99987957  =   0.99981980
 DH5869
 DH5869:                Primary Azimuth Mark                     Grid Az
 DH5869:SPC MN N     -  0414 H                                   160 10 45.1
 DH5869:UTM  15      -  0414 H                                   160 15 09.0
 DH5869
 DH5869|---------------------------------------------------------------------|
 DH5869| PID    Reference Object                     Distance      Geod. Az  |
 DH5869|                                                           dddmmss.s |
 DH5869| DI0796 0414 H                              APPROX. 1.2 KM 1584538.2 |
 DH5869|---------------------------------------------------------------------|
 DH5869
 DH5869                          SUPERSEDED SURVEY CONTROL
 DH5869
 DH5869  NAD 83(1996)-  47 47 21.06732(N)    095 00 49.85485(W) AD(       ) 1
 DH5869  ELLIP H (06/16/06)  381.412  (m)                       GP(       ) 3 1
 DH5869  NAVD 88 (06/16/06)  409.43   (m)         1343.3    (f) LEVELING    3  
 DH5869  NAVD 88 (09/30/05)  409.427  (m)         1343.26   (f) SUPERSEDED  2 1
 DH5869
 DH5869.Superseded values are not recommended for survey control.
 DH5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5869.See file dsdata.txt to determine how the superseded data were derived.
 DH5869
 DH5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4916794833(NAD 83)
 DH5869
 DH5869_MARKER: DB = BENCH MARK DISK
 DH5869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5869_STAMPING: 0414 G 1969
 DH5869_MARK LOGO: MNHD  
 DH5869_PROJECTION: FLUSH
 DH5869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5869+STABILITY: SURFACE MOTION
 DH5869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5869+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DH5869
 DH5869  HISTORY     - Date     Condition        Report By
 DH5869  HISTORY     - 1969     MONUMENTED       MNHD
 DH5869  HISTORY     - 20040707 GOOD             MNDT
 DH5869  HISTORY     - 20050521 GOOD             MNDT
 DH5869  HISTORY     - 20050829 GOOD             MNDT
 DH5869  HISTORY     - 20060404 GOOD             MNDT
 DH5869
 DH5869                          STATION DESCRIPTION
 DH5869
 DH5869'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5869'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6 MILES (9.7
 DH5869'KM) SOUTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 DH5869'TRUNK HIGHWAY 1 NEAR RED LAKE, 0.3 MILES (0.5 KM) EAST FROM ALASKA
 DH5869'TOWNHALL, AT TRUNK HIGHWAY 89 MILEPOINT 20.1, AT JUNCTION OF TRUNK
 DH5869'HIGHWAY 89 AND COUNTY ROAD 32, 178 FEET (54.3 M) WEST OF TRUNK
 DH5869'HIGHWAY 89, 67 FEET (20.4 M) SOUTH OF COUNTY ROAD 32, 1.0 FOOT (0.3 M)
 DH5869'EAST OF WITNESS POST.
 DH5869
 DH5869                          STATION RECOVERY (2005)
 DH5869
 DH5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2005
 DH5869'RECOVERED AS DESCRIBED.
 DH5869
 DH5869                          STATION RECOVERY (2005)
 DH5869
 DH5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5869'6 MILES SOUTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89
 DH5869'AND TRUNK HIGHWAY 1 NEAR RED LAKE, 0.3 MILES EAST FROM ALASKA
 DH5869'TOWNHALL, AT TRUNK HIGHWAY 89 MILEPOINT 20.1, AT JUNCTION OF TRUNK
 DH5869'HIGHWAY 89 AND COUNTY ROAD 32, 178 FEET WEST OF TRUNK HIGHWAY 89, 67
 DH5869'FEET SOUTH OF COUNTY ROAD 32, 1.0 FEET EAST OF WITNESS POST
 DH5869
 DH5869                          STATION RECOVERY (2006)
 DH5869
 DH5869'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH5869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0796 ***********************************************************************
 DI0796  DESIGNATION -  0414 H
 DI0796  PID         -  DI0796
 DI0796  STATE/COUNTY-  MN/BELTRAMI
 DI0796  COUNTRY     -  US
 DI0796  USGS QUAD   -  RED LAKE (1972)
 DI0796
 DI0796                         *CURRENT SURVEY CONTROL
 DI0796  ______________________________________________________________________
 DI0796* NAD 83(2007) POSITION- 47 46 44.70010(N) 095 00 28.88500(W)   ADJUSTED  
 DI0796* NAD 83(2007) ELLIP HT-   383.182 (meters)        (12/20/10)   ADJUSTED
 DI0796* NAD 83(2007) EPOCH   -  2002.00
 DI0796* NAVD 88 ORTHO HEIGHT -   411.153  (meters)    1348.92  (feet) ADJUSTED  
 DI0796  ______________________________________________________________________
 DI0796  NAD 83(2007) X  -   -374,863.048 (meters)                     COMP
 DI0796  NAD 83(2007) Y  - -4,277,804.498 (meters)                     COMP
 DI0796  NAD 83(2007) Z  -  4,700,688.881 (meters)                     COMP
 DI0796  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC09
 DI0796  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DI0796  DYNAMIC HEIGHT  -        411.214 (meters)     1349.12  (feet) COMP
 DI0796  MODELED GRAVITY -    980,748.2   (mgal)                       NAVD 88
 DI0796
 DI0796  HORZ ORDER      -  FIRST
 DI0796  VERT ORDER      -  SECOND    CLASS I
 DI0796  ELLP ORDER      -  THIRD     CLASS I
 DI0796
 DI0796.The horizontal coordinates were established by GPS observations
 DI0796.and adjusted by the National Geodetic Survey in December 2010.
 DI0796
 DI0796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0796.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0796
 DI0796.The horizontal coordinates are valid at the epoch date displayed above
 DI0796.which is a decimal equivalence of Year/Month/Day.
 DI0796
 DI0796.The orthometric height was determined by differential leveling and
 DI0796.adjusted in October 2007.
 DI0796
 DI0796.No vertical observational check was made to the station.
 DI0796
 DI0796.Photographs are available for this station.
 DI0796
 DI0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0796
 DI0796.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0796
 DI0796.The ellipsoidal height was determined by GPS observations
 DI0796.and is referenced to NAD 83.
 DI0796
 DI0796.The dynamic height is computed by dividing the NAVD 88
 DI0796.geopotential number by the normal gravity value computed on the
 DI0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0796.degrees latitude (g = 980.6199 gals.).
 DI0796
 DI0796.The modeled gravity was interpolated from observed gravity values.
 DI0796
 DI0796. The following values were computed from the NAD 83(2007) position.
 DI0796
 DI0796;                    North         East     Units Scale Factor Converg.
 DI0796;SPC MN N     -   243,964.283   657,034.581   MT  0.99990330   -1 24 51.4
 DI0796;SPC MN N     -   800,406.15  2,155,620.95   sFT  0.99990330   -1 24 51.4
 DI0796;UTM  15      - 5,293,699.187   349,575.037   MT  0.99987806   -1 29 14.4
 DI0796
 DI0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0796!SPC MN N     -   0.99993995  x   0.99990330  =   0.99984325
 DI0796!UTM  15      -   0.99993995  x   0.99987806  =   0.99981801
 DI0796
 DI0796:                Primary Azimuth Mark                     Grid Az
 DI0796:SPC MN N     -  0414 G                                   340 10 45.1
 DI0796:UTM  15      -  0414 G                                   340 15 08.1
 DI0796
 DI0796|---------------------------------------------------------------------|
 DI0796| PID    Reference Object                     Distance      Geod. Az  |
 DI0796|                                                           dddmmss.s |
 DI0796| DH5869 0414 G                              APPROX. 1.2 KM 3384553.7 |
 DI0796|---------------------------------------------------------------------|
 DI0796
 DI0796                          SUPERSEDED SURVEY CONTROL
 DI0796
 DI0796  NAD 83(1996)-  47 46 44.70006(N)    095 00 28.88489(W) AD(       ) 1
 DI0796  ELLIP H (06/16/06)  383.191  (m)                       GP(       ) 3 1
 DI0796  NAVD 88 (08/21/07)  411.201  (m)         1349.08   (f) SUPERSEDED  2 1
 DI0796  NAVD 88 (06/16/06)  411.2    (m)  GEOID03 model used   GPS OBS        
 DI0796
 DI0796.Superseded values are not recommended for survey control.
 DI0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0796.See file dsdata.txt to determine how the superseded data were derived.
 DI0796
 DI0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4957593699(NAD 83)
 DI0796
 DI0796_MARKER: DB = BENCH MARK DISK
 DI0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0796_STAMPING: 0414 H 1969
 DI0796_MARK LOGO: MNHD  
 DI0796_PROJECTION: PROJECTING 10 CENTIMETERS
 DI0796_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0796+STABILITY: SURFACE MOTION
 DI0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0796+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DI0796
 DI0796  HISTORY     - Date     Condition        Report By
 DI0796  HISTORY     - 1969     MONUMENTED       MNHD
 DI0796  HISTORY     - 20060404 GOOD             MNDT
 DI0796
 DI0796                          STATION DESCRIPTION
 DI0796
 DI0796'DESCRIBED BY MN HIGHWAY DEPT 1969
 DI0796'6.7 MILES SOUTH OF RED LAKE, 6.75 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DI0796'FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 NEAR RED LAKE,
 DI0796'0.75 MILES SOUTH OF JUNCTION TRUNK HIGHWAY 89 AND COUNTY ROAD 32, AT
 DI0796'TRUNK HIGHWAY 89 MILEPOINT 19.3, 91 FEET WEST OF TRUNK HIGHWAY 89, 36
 DI0796'FEET NORTH OF ISLAND LAKE LANE NORTHWEST, 67 FEET NORTH-NORTHEAST OF
 DI0796'NORTHEAST CORNER OF CEMETERY FENCE, 45 FEET EAST-NORTHEAST OF POWER
 DI0796'POLE (NUMBER 29-28-24), 1.0 FEET EAST OF WITNESS POST
 DI0796
 DI0796                          STATION RECOVERY (2006)
 DI0796
 DI0796'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0796'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7554 ***********************************************************************
 DI7554  DESIGNATION -  0414 J
 DI7554  PID         -  DI7554
 DI7554  STATE/COUNTY-  MN/BELTRAMI
 DI7554  COUNTRY     -  US
 DI7554  USGS QUAD   -  REDBY (1972)
 DI7554
 DI7554                         *CURRENT SURVEY CONTROL
 DI7554  ______________________________________________________________________
 DI7554* NAD 83(1986) POSITION- 47 45 37.     (N) 094 59 58.     (W)   SCALED    
 DI7554* NAVD 88 ORTHO HEIGHT -   411.098  (meters)    1348.74  (feet) ADJUSTED  
 DI7554  ______________________________________________________________________
 DI7554  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DI7554  DYNAMIC HEIGHT  -        411.159 (meters)     1348.94  (feet) COMP
 DI7554  MODELED GRAVITY -    980,746.1   (mgal)                       NAVD 88
 DI7554
 DI7554  VERT ORDER      -  SECOND    CLASS I
 DI7554
 DI7554.The horizontal coordinates were scaled from a topographic map and have
 DI7554.an estimated accuracy of +/- 6 seconds.
 DI7554.
 DI7554.The orthometric height was determined by differential leveling and
 DI7554.adjusted in October 2007.
 DI7554
 DI7554.No vertical observational check was made to the station.
 DI7554
 DI7554.Photographs are available for this station.
 DI7554
 DI7554.The dynamic height is computed by dividing the NAVD 88
 DI7554.geopotential number by the normal gravity value computed on the
 DI7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7554.degrees latitude (g = 980.6199 gals.).
 DI7554
 DI7554.The modeled gravity was interpolated from observed gravity values.
 DI7554
 DI7554;                    North         East    Units  Estimated Accuracy
 DI7554;SPC MN N     -   241,860.      657,630.      MT  (+/- 180 meters Scaled)
 DI7554
 DI7554                          SUPERSEDED SURVEY CONTROL
 DI7554
 DI7554  NAVD 88 (08/21/07)  411.143  (m)         1348.89   (f) SUPERSEDED  2 1
 DI7554
 DI7554.Superseded values are not recommended for survey control.
 DI7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7554.See file dsdata.txt to determine how the superseded data were derived.
 DI7554
 DI7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN501915(NAD 83)
 DI7554
 DI7554_MARKER: DB = BENCH MARK DISK
 DI7554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7554_STAMPING: 0414 J 1969
 DI7554_MARK LOGO: MNHD  
 DI7554_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7554+STABILITY: SURFACE MOTION
 DI7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7554+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DI7554
 DI7554  HISTORY     - Date     Condition        Report By
 DI7554  HISTORY     - 1969     MONUMENTED       MNHD
 DI7554  HISTORY     - 20060404 GOOD             MNDT
 DI7554
 DI7554                          STATION DESCRIPTION
 DI7554
 DI7554'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7554'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.1 MILES (13.0
 DI7554'KM) SOUTH OF RED LAKE, 8.1 MILES (13.0 KM) SOUTH ALONG TRUNK HIGHWAY
 DI7554'89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, 2.2 MILES
 DI7554'(3.5 KM) SOUTH OF COUNTY ROAD 32, AT TRUNK HIGHWAY 89 MILEPOINT 17.95,
 DI7554'98 FEET (29.9 M) WEST OF TRUNK HIGHWAY 89, 27 FEET (8.2 M) NORTH OF
 DI7554'TRAIL WEST, 5.6 FEET (1.7 M) SOUTHEAST OF 6 INCH BALSAM TREE, 15 FEET
 DI7554'(4.6 M) EAST OF 10 INCH ASPEN TREE, 1.0 FOOT (0.3 M) EAST OF WITNESS
 DI7554'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0797 ***********************************************************************
 DI0797  DESIGNATION -  0414 K
 DI0797  PID         -  DI0797
 DI0797  STATE/COUNTY-  MN/BELTRAMI
 DI0797  COUNTRY     -  US
 DI0797  USGS QUAD   -  PUPOSKY LAKE (1972)
 DI0797
 DI0797                         *CURRENT SURVEY CONTROL
 DI0797  ______________________________________________________________________
 DI0797* NAD 83(2007) POSITION- 47 44 47.83107(N) 094 59 58.43096(W)   ADJUSTED  
 DI0797* NAD 83(2007) ELLIP HT-   384.122 (meters)        (12/20/10)   ADJUSTED
 DI0797* NAD 83(2007) EPOCH   -  2002.00
 DI0797* NAVD 88 ORTHO HEIGHT -   412.069  (meters)    1351.93  (feet) ADJUSTED  
 DI0797  ______________________________________________________________________
 DI0797  NAD 83(2007) X  -   -374,464.406 (meters)                     COMP
 DI0797  NAD 83(2007) Y  - -4,280,522.775 (meters)                     COMP
 DI0797  NAD 83(2007) Z  -  4,698,263.129 (meters)                     COMP
 DI0797  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC09
 DI0797  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DI0797  DYNAMIC HEIGHT  -        412.128 (meters)     1352.12  (feet) COMP
 DI0797  MODELED GRAVITY -    980,743.4   (mgal)                       NAVD 88
 DI0797
 DI0797  HORZ ORDER      -  FIRST
 DI0797  VERT ORDER      -  SECOND    CLASS I
 DI0797  ELLP ORDER      -  THIRD     CLASS I
 DI0797
 DI0797.The horizontal coordinates were established by GPS observations
 DI0797.and adjusted by the National Geodetic Survey in December 2010.
 DI0797
 DI0797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0797.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0797
 DI0797.The horizontal coordinates are valid at the epoch date displayed above
 DI0797.which is a decimal equivalence of Year/Month/Day.
 DI0797
 DI0797.The orthometric height was determined by differential leveling and
 DI0797.adjusted in October 2007.
 DI0797
 DI0797.No vertical observational check was made to the station.
 DI0797
 DI0797.Photographs are available for this station.
 DI0797
 DI0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0797
 DI0797.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0797
 DI0797.The ellipsoidal height was determined by GPS observations
 DI0797.and is referenced to NAD 83.
 DI0797
 DI0797.The dynamic height is computed by dividing the NAVD 88
 DI0797.geopotential number by the normal gravity value computed on the
 DI0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0797.degrees latitude (g = 980.6199 gals.).
 DI0797
 DI0797.The modeled gravity was interpolated from observed gravity values.
 DI0797
 DI0797. The following values were computed from the NAD 83(2007) position.
 DI0797
 DI0797;                    North         East     Units Scale Factor Converg.
 DI0797;SPC MN N     -   240,340.619   657,579.625   MT  0.99990401   -1 24 28.8
 DI0797;SPC MN N     -   788,517.51  2,157,409.15   sFT  0.99990401   -1 24 28.8
 DI0797;UTM  15      - 5,290,074.931   350,115.469   MT  0.99987607   -1 28 49.1
 DI0797
 DI0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0797!SPC MN N     -   0.99993980  x   0.99990401  =   0.99984381
 DI0797!UTM  15      -   0.99993980  x   0.99987607  =   0.99981588
 DI0797
 DI0797                          SUPERSEDED SURVEY CONTROL
 DI0797
 DI0797  NAD 83(1996)-  47 44 47.83108(N)    094 59 58.43077(W) AD(       ) 1
 DI0797  ELLIP H (06/16/06)  384.129  (m)                       GP(       ) 3 1
 DI0797  NAVD 88 (08/21/07)  412.111  (m)         1352.07   (f) SUPERSEDED  2 1
 DI0797  NAVD 88 (06/16/06)  412.1    (m)  GEOID03 model used   GPS OBS        
 DI0797
 DI0797.Superseded values are not recommended for survey control.
 DI0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0797.See file dsdata.txt to determine how the superseded data were derived.
 DI0797
 DI0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5011590074(NAD 83)
 DI0797
 DI0797_MARKER: DB = BENCH MARK DISK
 DI0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0797_STAMPING: 0414 K 1969
 DI0797_MARK LOGO: MNHD  
 DI0797_PROJECTION: RECESSED 15 CENTIMETERS
 DI0797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0797+STABILITY: SURFACE MOTION
 DI0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0797+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DI0797
 DI0797  HISTORY     - Date     Condition        Report By
 DI0797  HISTORY     - 1969     MONUMENTED       MNHD
 DI0797  HISTORY     - 20060404 GOOD             MNDT
 DI0797
 DI0797                          STATION DESCRIPTION
 DI0797
 DI0797'DESCRIBED BY MN HIGHWAY DEPT 1969
 DI0797'9 MILES SOUTH OF RED LAKE, 9.0 MILES SOUTH ALONG TRUNK HIGHWAY 89 FROM
 DI0797'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, 3.1 MILES SOUTH OF
 DI0797'COUNTY ROAD 32, AT TRUNK HIGHWAY 89 MILEPOINT 17.0, 76 FEET EAST OF
 DI0797'TRUNK HIGHWAY 89, 274 FEET NORTH OF CROSSROADS, 103.4 FEET NORTHEAST
 DI0797'OF TRUNK HIGHWAY 89 MILEPOINT 17, 1.0 FEET WEST OF WITNESS POST
 DI0797
 DI0797                          STATION RECOVERY (2006)
 DI0797
 DI0797'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0797'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7549 ***********************************************************************
 DI7549  DESIGNATION -  0414 L
 DI7549  PID         -  DI7549
 DI7549  STATE/COUNTY-  MN/BELTRAMI
 DI7549  COUNTRY     -  US
 DI7549  USGS QUAD   -  AURE (1972)
 DI7549
 DI7549                         *CURRENT SURVEY CONTROL
 DI7549  ______________________________________________________________________
 DI7549* NAD 83(1986) POSITION- 47 43 50.82   (N) 095 00 19.45   (W)   HD_HELD1  
 DI7549* NAVD 88 ORTHO HEIGHT -   414.804  (meters)    1360.90  (feet) ADJUSTED  
 DI7549  ______________________________________________________________________
 DI7549  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DI7549  DYNAMIC HEIGHT  -        414.862 (meters)     1361.09  (feet) COMP
 DI7549  MODELED GRAVITY -    980,738.8   (mgal)                       NAVD 88
 DI7549
 DI7549  VERT ORDER      -  SECOND    CLASS I
 DI7549
 DI7549.The horizontal coordinates were established by differentially corrected
 DI7549.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI7549.
 DI7549.The orthometric height was determined by differential leveling and
 DI7549.adjusted in October 2007.
 DI7549
 DI7549.No vertical observational check was made to the station.
 DI7549
 DI7549.Photographs are available for this station.
 DI7549
 DI7549.The dynamic height is computed by dividing the NAVD 88
 DI7549.geopotential number by the normal gravity value computed on the
 DI7549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7549.degrees latitude (g = 980.6199 gals.).
 DI7549
 DI7549.The modeled gravity was interpolated from observed gravity values.
 DI7549
 DI7549;                    North         East    Units  Estimated Accuracy
 DI7549;SPC MN N     -   238,591.3     657,098.6     MT  (+/- 3 meters HH1 GPS) 
 DI7549
 DI7549                          SUPERSEDED SURVEY CONTROL
 DI7549
 DI7549  NAVD 88 (08/21/07)  414.843  (m)         1361.03   (f) SUPERSEDED  2 1
 DI7549
 DI7549.Superseded values are not recommended for survey control.
 DI7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7549.See file dsdata.txt to determine how the superseded data were derived.
 DI7549
 DI7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4963288326(NAD 83)
 DI7549
 DI7549_MARKER: DB = BENCH MARK DISK
 DI7549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7549_STAMPING: 0414 L 1969
 DI7549_MARK LOGO: MNHD  
 DI7549_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7549+STABILITY: SURFACE MOTION
 DI7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7549+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2006
 DI7549
 DI7549  HISTORY     - Date     Condition        Report By
 DI7549  HISTORY     - 1969     MONUMENTED       MNHD
 DI7549  HISTORY     - 20060404 GOOD             MNDT
 DI7549
 DI7549                          STATION DESCRIPTION
 DI7549
 DI7549'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7549'RECOVERED AS DESCRIBED.  THE MARK IS 10.2 MILES (16.4 KM) SOUTH OF RED
 DI7549'LAKE, 10.2 MILES (16.4 KM) SOUTH ALONG TRUNK HIGHWAY 89 FROM THE
 DI7549'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1, 2.0 MILES (3 KM)
 DI7549'NORTH OF COUNTY ROAD 603, AT TRUNK HIGHWAY 889 MILEPOST 15.85, 110
 DI7549'FEET (33.5 M) EAST OF TRUNK HIGHWAY 89, 200 FEET (61.0 KM) NORTH OF
 DI7549'SWAMP, 20 FEET (6 M) SOUTH-SOUTHEAST OF NEBISH TRAIL POST, 13 FEET
 DI7549'(4.0 M) NORTHWEST OF Y-SHAPED ASPEN TREE, 1.0 FEET (0.3 M) SOUTHWEST
 DI7549'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7544 ***********************************************************************
 DI7544  DESIGNATION -  0414 O O RESET
 DI7544  PID         -  DI7544
 DI7544  STATE/COUNTY-  MN/BELTRAMI
 DI7544  COUNTRY     -  US
 DI7544  USGS QUAD   -  PUPOSKY LAKE (1972)
 DI7544
 DI7544                         *CURRENT SURVEY CONTROL
 DI7544  ______________________________________________________________________
 DI7544* NAD 83(1986) POSITION- 47 41 25.1    (N) 094 59 59.9    (W)   HD_HELD2  
 DI7544* NAVD 88 ORTHO HEIGHT -   437.127  (meters)    1434.14  (feet) ADJUSTED  
 DI7544  ______________________________________________________________________
 DI7544  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DI7544  DYNAMIC HEIGHT  -        437.186 (meters)     1434.33  (feet) COMP
 DI7544  MODELED GRAVITY -    980,731.8   (mgal)                       NAVD 88
 DI7544
 DI7544  VERT ORDER      -  SECOND    CLASS I
 DI7544
 DI7544.The horizontal coordinates were established by autonomous hand held GPS
 DI7544.observations and have an estimated accuracy of +/- 10 meters.
 DI7544.
 DI7544.The orthometric height was determined by differential leveling and
 DI7544.adjusted in October 2007.
 DI7544
 DI7544.No vertical observational check was made to the station.
 DI7544
 DI7544.The dynamic height is computed by dividing the NAVD 88
 DI7544.geopotential number by the normal gravity value computed on the
 DI7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7544.degrees latitude (g = 980.6199 gals.).
 DI7544
 DI7544.The modeled gravity was interpolated from observed gravity values.
 DI7544
 DI7544;                    North         East    Units  Estimated Accuracy
 DI7544;SPC MN N     -   234,083.      657,395.      MT  (+/- 10 meters HH2 GPS)
 DI7544
 DI7544                          SUPERSEDED SURVEY CONTROL
 DI7544
 DI7544  NAVD 88 (08/21/07)  437.160  (m)         1434.25   (f) SUPERSEDED  2 1
 DI7544
 DI7544.Superseded values are not recommended for survey control.
 DI7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7544.See file dsdata.txt to determine how the superseded data were derived.
 DI7544
 DI7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4992383817(NAD 83)
 DI7544
 DI7544_MARKER: DB = BENCH MARK DISK
 DI7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7544_STAMPING: 0414 O O RESET 1976
 DI7544_MARK LOGO: MNHD  
 DI7544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI7544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7544+STABILITY: SURFACE MOTION
 DI7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7544+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DI7544
 DI7544  HISTORY     - Date     Condition        Report By
 DI7544  HISTORY     - 1976     MONUMENTED       MNHD
 DI7544  HISTORY     - 20060329 GOOD             MNDT
 DI7544
 DI7544                          STATION DESCRIPTION
 DI7544
 DI7544'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7544'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 18.5 MILES
 DI7544'(29.8 KM) NORHTWEST OF BEMIDJI, 13.2 MILES (21.2 KM) NORTH ALONG TRUNK
 DI7544'HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 IN
 DI7544'WILTON, AT TRUNK HIGHWAY 89 MILEPOINT 13.0, 98.4 FEET (30.0 M) EAST OF
 DI7544'TRUNK HIGHWAY 89, 49.8 FEET (15.2 M) NORTH NORTHEAST OF DRIVEWAY
 DI7544'NUMBER 22170, 0.9 FEET (27.4 CM) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7553 ***********************************************************************
 DI7553  DESIGNATION -  0414 R
 DI7553  PID         -  DI7553
 DI7553  STATE/COUNTY-  MN/BELTRAMI
 DI7553  COUNTRY     -  US
 DI7553  USGS QUAD   -  AURE (1972)
 DI7553
 DI7553                         *CURRENT SURVEY CONTROL
 DI7553  ______________________________________________________________________
 DI7553* NAD 83(1986) POSITION- 47 39 45.3    (N) 095 00 50.7    (W)   HD_HELD2  
 DI7553* NAVD 88 ORTHO HEIGHT -   418.101  (meters)    1371.72  (feet) ADJUSTED  
 DI7553  ______________________________________________________________________
 DI7553  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DI7553  DYNAMIC HEIGHT  -        418.153 (meters)     1371.89  (feet) COMP
 DI7553  MODELED GRAVITY -    980,724.7   (mgal)                       NAVD 88
 DI7553
 DI7553  VERT ORDER      -  SECOND    CLASS I
 DI7553
 DI7553.The horizontal coordinates were established by autonomous hand held GPS
 DI7553.observations and have an estimated accuracy of +/- 10 meters.
 DI7553.
 DI7553.The orthometric height was determined by differential leveling and
 DI7553.adjusted in October 2007.
 DI7553
 DI7553.No vertical observational check was made to the station.
 DI7553
 DI7553.Photographs are available for this station.
 DI7553
 DI7553.The dynamic height is computed by dividing the NAVD 88
 DI7553.geopotential number by the normal gravity value computed on the
 DI7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7553.degrees latitude (g = 980.6199 gals.).
 DI7553
 DI7553.The modeled gravity was interpolated from observed gravity values.
 DI7553
 DI7553;                    North         East    Units  Estimated Accuracy
 DI7553;SPC MN N     -   231,028.      656,260.      MT  (+/- 10 meters HH2 GPS)
 DI7553
 DI7553                          SUPERSEDED SURVEY CONTROL
 DI7553
 DI7553  NAVD 88 (08/21/07)  418.128  (m)         1371.81   (f) SUPERSEDED  2 1
 DI7553
 DI7553.Superseded values are not recommended for survey control.
 DI7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7553.See file dsdata.txt to determine how the superseded data were derived.
 DI7553
 DI7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4878480763(NAD 83)
 DI7553
 DI7553_MARKER: DB = BENCH MARK DISK
 DI7553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7553_STAMPING: 0414 R 1969
 DI7553_MARK LOGO: MNHD  
 DI7553_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7553+STABILITY: SURFACE MOTION
 DI7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7553+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DI7553
 DI7553  HISTORY     - Date     Condition        Report By
 DI7553  HISTORY     - 1969     MONUMENTED       MNHD
 DI7553  HISTORY     - 20060406 GOOD             MNDT
 DI7553
 DI7553                          STATION DESCRIPTION
 DI7553
 DI7553'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7553'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 10.4 MILES (16.7
 DI7553'KM) NORTH OF WILTON, 10.9 MILES (17.5 KM) NORTHEAST AND NORTH ALONG
 DI7553'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY
 DI7553'2, AT TRUNK HIGHWAY 89 MILEPOINT 11, 133 FEET (40.5 M) NORTHWEST OF
 DI7553'TRUNK HIGHWAY 89, 30 FEET (9.1 M) NORTH OF TELEPHONE PEDESTAL (NUMBER
 DI7553'920-22) , 0.6 FEET (18.3 CM) NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7543 ***********************************************************************
 DI7543  DESIGNATION -  0414 S
 DI7543  PID         -  DI7543
 DI7543  STATE/COUNTY-  MN/BELTRAMI
 DI7543  COUNTRY     -  US
 DI7543  USGS QUAD   -  AURE (1972)
 DI7543
 DI7543                         *CURRENT SURVEY CONTROL
 DI7543  ______________________________________________________________________
 DI7543* NAD 83(1986) POSITION- 47 38 49.82   (N) 095 00 52.30   (W)   HD_HELD1  
 DI7543* NAVD 88 ORTHO HEIGHT -   424.570  (meters)    1392.94  (feet) ADJUSTED  
 DI7543  ______________________________________________________________________
 DI7543  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DI7543  DYNAMIC HEIGHT  -        424.622 (meters)     1393.11  (feet) COMP
 DI7543  MODELED GRAVITY -    980,721.6   (mgal)                       NAVD 88
 DI7543
 DI7543  VERT ORDER      -  SECOND    CLASS I
 DI7543
 DI7543.The horizontal coordinates were established by differentially corrected
 DI7543.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI7543.
 DI7543.The orthometric height was determined by differential leveling and
 DI7543.adjusted in October 2007.
 DI7543
 DI7543.No vertical observational check was made to the station.
 DI7543
 DI7543.Photographs are available for this station.
 DI7543
 DI7543.The dynamic height is computed by dividing the NAVD 88
 DI7543.geopotential number by the normal gravity value computed on the
 DI7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7543.degrees latitude (g = 980.6199 gals.).
 DI7543
 DI7543.The modeled gravity was interpolated from observed gravity values.
 DI7543
 DI7543;                    North         East    Units  Estimated Accuracy
 DI7543;SPC MN N     -   229,315.7     656,184.1     MT  (+/- 3 meters HH1 GPS) 
 DI7543
 DI7543                          SUPERSEDED SURVEY CONTROL
 DI7543
 DI7543  NAVD 88 (08/21/07)  424.595  (m)         1393.03   (f) SUPERSEDED  2 1
 DI7543
 DI7543.Superseded values are not recommended for survey control.
 DI7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7543.See file dsdata.txt to determine how the superseded data were derived.
 DI7543
 DI7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4870679052(NAD 83)
 DI7543
 DI7543_MARKER: DB = BENCH MARK DISK
 DI7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7543_STAMPING: 0414 S 1969
 DI7543_MARK LOGO: MNHD  
 DI7543_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI7543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7543+STABILITY: SURFACE MOTION
 DI7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7543+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 DI7543
 DI7543  HISTORY     - Date     Condition        Report By
 DI7543  HISTORY     - 1969     MONUMENTED       MNHD
 DI7543  HISTORY     - 20060406 GOOD             MNDT
 DI7543
 DI7543                          STATION DESCRIPTION
 DI7543
 DI7543'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7543'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9.3 MILES (15.0
 DI7543'KM) NORTH OF WILTON, 9.8 MILES (15.8 KM) NORTHWEST AND NORTH ALONG
 DI7543'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY
 DI7543'2, AT TRUNK HIGHWAY 89 MILEPOINT 9.9, 114 FEET (34.7 M) WEST OF TRUNK
 DI7543'HIGHWAY 89, CENTER OF FIELD ENTRANCE WEST, 37 FEET (11.3 M) SOUTHWEST
 DI7543'OF CABLE MARKER, 1.0 FOOT (0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5559 ***********************************************************************
 DG5559  DESIGNATION -  0414 T
 DG5559  PID         -  DG5559
 DG5559  STATE/COUNTY-  MN/BELTRAMI
 DG5559  COUNTRY     -  US
 DG5559  USGS QUAD   -  AURE (1972)
 DG5559
 DG5559                         *CURRENT SURVEY CONTROL
 DG5559  ______________________________________________________________________
 DG5559* NAD 83(2007) POSITION- 47 37 43.74792(N) 095 00 50.39923(W)   ADJUSTED  
 DG5559* NAD 83(2007) ELLIP HT-   412.172 (meters)        (02/10/07)   ADJUSTED
 DG5559* NAD 83(2007) EPOCH   -  2002.00
 DG5559* NAVD 88 ORTHO HEIGHT -   440.150  (meters)    1444.06  (feet) ADJUSTED  
 DG5559  ______________________________________________________________________
 DG5559  NAD 83(2007) X  -   -376,391.077 (meters)                     COMP
 DG5559  NAD 83(2007) Y  - -4,290,096.145 (meters)                     COMP
 DG5559  NAD 83(2007) Z  -  4,689,466.396 (meters)                     COMP
 DG5559  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC09
 DG5559  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DG5559  DYNAMIC HEIGHT  -        440.202 (meters)     1444.23  (feet) COMP
 DG5559  MODELED GRAVITY -    980,718.0   (mgal)                       NAVD 88
 DG5559
 DG5559  VERT ORDER      -  SECOND    CLASS I
 DG5559
 DG5559  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5559  Type                                         Horiz  Ellip  Dist(km)
 DG5559  -------------------------------------------------------------------
 DG5559  NETWORK                                       0.46   0.47
 DG5559  -------------------------------------------------------------------
 DG5559  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.52   0.48      5.85
 DG5559  -------------------------------------------------------------------
 DG5559  NOTE: Click here for information on individual local accuracy
 DG5559  values and other accuracy information.
 DG5559
 DG5559
 DG5559.The horizontal coordinates were established by GPS observations
 DG5559.and adjusted by the National Geodetic Survey in February 2007.
 DG5559
 DG5559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5559.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5559
 DG5559.The horizontal coordinates are valid at the epoch date displayed above
 DG5559.which is a decimal equivalence of Year/Month/Day.
 DG5559
 DG5559.The orthometric height was determined by differential leveling and
 DG5559.adjusted in October 2007.
 DG5559
 DG5559.No vertical observational check was made to the station.
 DG5559
 DG5559.Photographs are available for this station.
 DG5559
 DG5559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5559
 DG5559.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5559
 DG5559.The ellipsoidal height was determined by GPS observations
 DG5559.and is referenced to NAD 83.
 DG5559
 DG5559.The dynamic height is computed by dividing the NAVD 88
 DG5559.geopotential number by the normal gravity value computed on the
 DG5559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5559.degrees latitude (g = 980.6199 gals.).
 DG5559
 DG5559.The modeled gravity was interpolated from observed gravity values.
 DG5559
 DG5559. The following values were computed from the NAD 83(2007) position.
 DG5559
 DG5559;                    North         East     Units Scale Factor Converg.
 DG5559;SPC MN N     -   227,274.958   656,173.285   MT  0.99990929   -1 25 07.3
 DG5559;SPC MN N     -   745,651.26  2,152,795.19   sFT  0.99990929   -1 25 07.3
 DG5559;UTM  15      - 5,277,011.380   348,692.997   MT  0.99988134   -1 29 17.6
 DG5559
 DG5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5559!SPC MN N     -   0.99993540  x   0.99990929  =   0.99984470
 DG5559!UTM  15      -   0.99993540  x   0.99988134  =   0.99981675
 DG5559
 DG5559:                Primary Azimuth Mark                     Grid Az
 DG5559:SPC MN N     -  RAGGED                                   184 06 28.1
 DG5559:UTM  15      -  RAGGED                                   184 10 38.4
 DG5559
 DG5559|---------------------------------------------------------------------|
 DG5559| PID    Reference Object                     Distance      Geod. Az  |
 DG5559|                                                           dddmmss.s |
 DG5559| DG5579 RAGGED                              485.054 METERS 1824120.8 |
 DG5559|---------------------------------------------------------------------|
 DG5559
 DG5559                          SUPERSEDED SURVEY CONTROL
 DG5559
 DG5559  NAD 83(1996)-  47 37 43.74779(N)    095 00 50.39915(W) AD(       ) 1
 DG5559  ELLIP H (05/19/04)  412.210  (m)                       GP(       ) 4 1
 DG5559  NAVD 88 (01/10/08)  440.15   (m)         1444.1    (f) LEVELING    3  
 DG5559  NAVD 88 (08/21/07)  440.171  (m)         1444.13   (f) SUPERSEDED  2 1
 DG5559  NAVD 88 (06/16/06)  440.2    (m)  GEOID03 model used   GPS OBS        
 DG5559  NAVD 88 (05/19/04)  440.2    (m)  GEOID99 model used   GPS OBS        
 DG5559
 DG5559.Superseded values are not recommended for survey control.
 DG5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5559.See file dsdata.txt to determine how the superseded data were derived.
 DG5559
 DG5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4869277011(NAD 83)
 DG5559
 DG5559_MARKER: DB = BENCH MARK DISK
 DG5559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5559_STAMPING: 0414 T 1969
 DG5559_MARK LOGO: MNHD  
 DG5559_PROJECTION: PROJECTING 3 CENTIMETERS
 DG5559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5559+STABILITY: SURFACE MOTION
 DG5559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5559+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DG5559
 DG5559  HISTORY     - Date     Condition        Report By
 DG5559  HISTORY     - 1969     MONUMENTED       MNHD
 DG5559  HISTORY     - 20030708 GOOD             MNDT
 DG5559  HISTORY     - 20050829 GOOD             MNDT
 DG5559  HISTORY     - 20060329 GOOD             MNDT
 DG5559  HISTORY     - 20061102 GOOD             MNDT
 DG5559
 DG5559                          STATION DESCRIPTION
 DG5559
 DG5559'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5559'THE MARK WAS RECOVERED 9 MILES (14.5 KM) NORTH OF WILTON, 8.65 MILES
 DG5559'(13.92 KM) NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK
 DG5559'HIGHWAY 2 (1 MI EAST OF WILTON) , 75 FT (22.9 M) EAST OF THE
 DG5559'CENTERLINE OF TRUNK HIGHWAY 89 AT MILEPOINT 8.65, 72 FT (21.9 M) SOUTH
 DG5559'OF THE CENTER OF COUNTY RD 600, 48.6 FT (14.8 M) SW OF POWERLINE POLE,
 DG5559'0.8 FT (24.4 CM) WEST OF WITNESS SIGN.  THE MARK IS A MNHD BENCH MARK
 DG5559'DISK IN A CONCRETE MONUMENT, PROJECTING 1 INCH, MAGNETIC.
 DG5559
 DG5559                          STATION RECOVERY (2005)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG5559'9 MILES NORTH OF WILTON, 8.65 MILES NORTH ALONG TRUNK HIGHWAY 89 FROM
 DG5559'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 (1 MILES EAST OF
 DG5559'WILTON), AT TRUNK HIGHWAY 89 MILEPOINT 8.65, 72 FEET SOUTH AND 75 FEET
 DG5559'EAST OF JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 600, 48.6 FEET
 DG5559'SOUTHWEST OF POWER POLE, 0.8 FEET WEST OF WITNESS SIGN
 DG5559
 DG5559                          STATION RECOVERY (2006)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5559'RECOVERED AS DESCRIBED.
 DG5559
 DG5559                          STATION RECOVERY (2006)
 DG5559
 DG5559'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5559'9 MILES NORTH OF WILTON, 8.65 MILES NORTH ALONG TRUNK HIGHWAY 89 FROM
 DG5559'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 (1 MILES EAST OF
 DG5559'WILTON), AT TRUNK HIGHWAY 89 MILEPOINT 8.65, 72 FEET SOUTH AND 75 FEET
 DG5559'EAST OF JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 600, 0.8 FEET
 DG5559'WEST OF WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5560 ***********************************************************************
 DG5560  DESIGNATION -  0414 U RESET
 DG5560  PID         -  DG5560
 DG5560  STATE/COUNTY-  MN/BELTRAMI
 DG5560  COUNTRY     -  US
 DG5560  USGS QUAD   -  WILTON (1972)
 DG5560
 DG5560                         *CURRENT SURVEY CONTROL
 DG5560  ______________________________________________________________________
 DG5560* NAD 83(2007) POSITION- 47 36 51.66871(N) 095 00 50.78082(W)   ADJUSTED  
 DG5560* NAD 83(2007) ELLIP HT-   410.542 (meters)        (02/10/07)   ADJUSTED
 DG5560* NAD 83(2007) EPOCH   -  2002.00
 DG5560* NAVD 88 ORTHO HEIGHT -   438.525  (meters)    1438.73  (feet) ADJUSTED  
 DG5560  ______________________________________________________________________
 DG5560  NAD 83(2007) X  -   -376,502.770 (meters)                     COMP
 DG5560  NAD 83(2007) Y  - -4,291,278.041 (meters)                     COMP
 DG5560  NAD 83(2007) Z  -  4,688,381.006 (meters)                     COMP
 DG5560  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC09
 DG5560  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DG5560  DYNAMIC HEIGHT  -        438.575 (meters)     1438.89  (feet) COMP
 DG5560  MODELED GRAVITY -    980,715.3   (mgal)                       NAVD 88
 DG5560
 DG5560  VERT ORDER      -  SECOND    CLASS I
 DG5560
 DG5560  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5560  Type                                         Horiz  Ellip  Dist(km)
 DG5560  -------------------------------------------------------------------
 DG5560  NETWORK                                       0.70   0.69
 DG5560  -------------------------------------------------------------------
 DG5560  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.57      1.61
 DG5560  -------------------------------------------------------------------
 DG5560  NOTE: Click here for information on individual local accuracy
 DG5560  values and other accuracy information.
 DG5560
 DG5560
 DG5560.The horizontal coordinates were established by GPS observations
 DG5560.and adjusted by the National Geodetic Survey in February 2007.
 DG5560
 DG5560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5560.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5560
 DG5560.The horizontal coordinates are valid at the epoch date displayed above
 DG5560.which is a decimal equivalence of Year/Month/Day.
 DG5560
 DG5560.The orthometric height was determined by differential leveling and
 DG5560.adjusted in October 2007.
 DG5560
 DG5560.No vertical observational check was made to the station.
 DG5560
 DG5560.Photographs are available for this station.
 DG5560
 DG5560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5560
 DG5560.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5560
 DG5560.The ellipsoidal height was determined by GPS observations
 DG5560.and is referenced to NAD 83.
 DG5560
 DG5560.The dynamic height is computed by dividing the NAVD 88
 DG5560.geopotential number by the normal gravity value computed on the
 DG5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5560.degrees latitude (g = 980.6199 gals.).
 DG5560
 DG5560.The modeled gravity was interpolated from observed gravity values.
 DG5560
 DG5560. The following values were computed from the NAD 83(2007) position.
 DG5560
 DG5560;                    North         East     Units Scale Factor Converg.
 DG5560;SPC MN N     -   225,667.371   656,125.502   MT  0.99991023   -1 25 07.6
 DG5560;SPC MN N     -   740,377.03  2,152,638.42   sFT  0.99991023   -1 25 07.6
 DG5560;UTM  15      - 5,275,403.898   348,643.268   MT  0.99988153   -1 29 16.6
 DG5560
 DG5560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5560!SPC MN N     -   0.99993566  x   0.99991023  =   0.99984589
 DG5560!UTM  15      -   0.99993566  x   0.99988153  =   0.99981719
 DG5560
 DG5560:                Primary Azimuth Mark                     Grid Az
 DG5560:SPC MN N     -  0414 T                                   001 42 09.2
 DG5560:UTM  15      -  0414 T                                   001 46 18.2
 DG5560
 DG5560|---------------------------------------------------------------------|
 DG5560| PID    Reference Object                     Distance      Geod. Az  |
 DG5560|                                                           dddmmss.s |
 DG5560| DG5559 0414 T                              APPROX. 1.6 KM 0001701.6 |
 DG5560|---------------------------------------------------------------------|
 DG5560
 DG5560                          SUPERSEDED SURVEY CONTROL
 DG5560
 DG5560  NAD 83(1996)-  47 36 51.66859(N)    095 00 50.78075(W) AD(       ) 1
 DG5560  ELLIP H (05/19/04)  410.578  (m)                       GP(       ) 4 1
 DG5560  NAVD 88 (01/10/08)  438.52   (m)         1438.7    (f) LEVELING    3  
 DG5560  NAVD 88 (08/21/07)  438.544  (m)         1438.79   (f) SUPERSEDED  2 1
 DG5560  NAVD 88 (05/19/04)  438.5    (m)  GEOID99 model used   GPS OBS        
 DG5560
 DG5560.Superseded values are not recommended for survey control.
 DG5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5560.See file dsdata.txt to determine how the superseded data were derived.
 DG5560
 DG5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4864375403(NAD 83)
 DG5560
 DG5560_MARKER: DB = BENCH MARK DISK
 DG5560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5560_STAMPING: 0414 U RESET 1977
 DG5560_MARK LOGO: MNHD  
 DG5560_PROJECTION: RECESSED 8 CENTIMETERS
 DG5560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5560+STABILITY: SURFACE MOTION
 DG5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5560+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DG5560
 DG5560  HISTORY     - Date     Condition        Report By
 DG5560  HISTORY     - 1977     MONUMENTED       MNHD
 DG5560  HISTORY     - 20030708 GOOD             MNDT
 DG5560  HISTORY     - 20060329 GOOD             MNDT
 DG5560  HISTORY     - 20061102 GOOD             MNDT
 DG5560
 DG5560                          STATION DESCRIPTION
 DG5560
 DG5560'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5560'THE MARK WAS RECOVERED 7 MILES (11.3 KM) NORTH OF WILTON, 7.65 MILES
 DG5560'(12.31 KM) NW AND NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DG5560'TRUNK HIGHWAY 2, 72 FT (21.9 M) WEST OF THE CENTERLINE AT TRUNK
 DG5560'HIGHWAY 89 MILEPOINT 7.65, 52 FT (15.8 M) SOUTH OF THE CENTER OF
 DG5560'HARDWOODS ROAD NW, 0.3 FT (9.1 CM) EAST OF WITNESS POST.  THE MARK IS
 DG5560'A MNHD BENCHMARK DISK IN A CONCRETE MONUMENT, RECESSED 3 INCHES,
 DG5560'MAGNETIC.
 DG5560
 DG5560                          STATION RECOVERY (2006)
 DG5560
 DG5560'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5560'RECOVERED AS DESCRIBED.
 DG5560
 DG5560                          STATION RECOVERY (2006)
 DG5560
 DG5560'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5560'7 MILES NORTH OF WILTON, 7.65 MILES NORTHWEST AND NORTH ALONG TRUNK
 DG5560'HIGHWAY 89 FRON JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR
 DG5560'WILTON, AT TRUNK HIGHWAY 89 MILEPOINT 7.65, 72 FEET WEST OF TRUNK
 DG5560'HIGHWAY 89, 52 FEET SOUTH OF HARDWOODS ROAD NORTHWEST, 0.3 FEET EAST
 DG5560'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI7548 ***********************************************************************
 DI7548  DESIGNATION -  0414 V RESET
 DI7548  PID         -  DI7548
 DI7548  STATE/COUNTY-  MN/BELTRAMI
 DI7548  COUNTRY     -  US
 DI7548  USGS QUAD   -  WILTON (1972)
 DI7548
 DI7548                         *CURRENT SURVEY CONTROL
 DI7548  ______________________________________________________________________
 DI7548* NAD 83(1986) POSITION- 47 36 00.9    (N) 095 00 47.3    (W)   HD_HELD2  
 DI7548* NAVD 88 ORTHO HEIGHT -   428.920  (meters)    1407.22  (feet) ADJUSTED  
 DI7548  ______________________________________________________________________
 DI7548  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DI7548  DYNAMIC HEIGHT  -        428.968 (meters)     1407.37  (feet) COMP
 DI7548  MODELED GRAVITY -    980,712.8   (mgal)                       NAVD 88
 DI7548
 DI7548  VERT ORDER      -  SECOND    CLASS I
 DI7548
 DI7548.The horizontal coordinates were established by autonomous hand held GPS
 DI7548.observations and have an estimated accuracy of +/- 10 meters.
 DI7548.
 DI7548.The orthometric height was determined by differential leveling and
 DI7548.adjusted in October 2007.
 DI7548
 DI7548.No vertical observational check was made to the station.
 DI7548
 DI7548.Photographs are available for this station.
 DI7548
 DI7548.The dynamic height is computed by dividing the NAVD 88
 DI7548.geopotential number by the normal gravity value computed on the
 DI7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7548.degrees latitude (g = 980.6199 gals.).
 DI7548
 DI7548.The modeled gravity was interpolated from observed gravity values.
 DI7548
 DI7548;                    North         East    Units  Estimated Accuracy
 DI7548;SPC MN N     -   224,098.      656,159.      MT  (+/- 10 meters HH2 GPS)
 DI7548
 DI7548                          SUPERSEDED SURVEY CONTROL
 DI7548
 DI7548  NAVD 88 (08/21/07)  428.937  (m)         1407.27   (f) SUPERSEDED  2 1
 DI7548
 DI7548.Superseded values are not recommended for survey control.
 DI7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7548.See file dsdata.txt to determine how the superseded data were derived.
 DI7548
 DI7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4867573834(NAD 83)
 DI7548
 DI7548_MARKER: DR = REFERENCE MARK DISK
 DI7548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI7548_STAMPING: RESET 0414 V 1978
 DI7548_MARK LOGO: MNHD  
 DI7548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI7548+STABILITY: SURFACE MOTION
 DI7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7548+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DI7548
 DI7548  HISTORY     - Date     Condition        Report By
 DI7548  HISTORY     - 1978     MONUMENTED       MNHD
 DI7548  HISTORY     - 20060329 GOOD             MNDT
 DI7548
 DI7548                          STATION DESCRIPTION
 DI7548
 DI7548'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DI7548'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI7548'THE MARK IS 6 MILES (9.7 KM) NORTH OF WILTON, 6.65 MILES (10.70 KM)
 DI7548'NORTHWEST AND NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK
 DI7548'HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR WILTON, AT TRUNK HIGHWAY 89
 DI7548'MILEPOINT 6.65, 137 FEET (41.8 M) EAST OF TRUNK HIGHWAY 89, 108 FEET
 DI7548'(32.9 M) NORTH OF NESS ROAD NORTHWEST, 82 FEET (25.0 M)
 DI7548'NORTH-NORTHWEST OF RIGHT OF WAY POST, 39.6 FEET (12.1 M)
 DI7548'EAST-NORTHEAST OF RIGHT OF WAY POST, 0.3 FEET (9.1 CM) WEST OF WITNESS
 DI7548'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5561 ***********************************************************************
 DG5561  DESIGNATION -  0414 W RESET
 DG5561  PID         -  DG5561
 DG5561  STATE/COUNTY-  MN/BELTRAMI
 DG5561  COUNTRY     -  US
 DG5561  USGS QUAD   -  WILTON (1972)
 DG5561
 DG5561                         *CURRENT SURVEY CONTROL
 DG5561  ______________________________________________________________________
 DG5561* NAD 83(2007) POSITION- 47 35 08.38217(N) 095 00 47.24046(W)   ADJUSTED  
 DG5561* NAD 83(2007) ELLIP HT-   408.799 (meters)        (02/10/07)   ADJUSTED
 DG5561* NAD 83(2007) EPOCH   -  2002.00
 DG5561* NAVD 88 ORTHO HEIGHT -   436.795  (meters)    1433.05  (feet) ADJUSTED  
 DG5561  ______________________________________________________________________
 DG5561  NAD 83(2007) X  -   -376,634.866 (meters)                     COMP
 DG5561  NAD 83(2007) Y  - -4,293,630.075 (meters)                     COMP
 DG5561  NAD 83(2007) Z  -  4,686,228.620 (meters)                     COMP
 DG5561  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC09
 DG5561  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 DG5561  DYNAMIC HEIGHT  -        436.843 (meters)     1433.21  (feet) COMP
 DG5561  MODELED GRAVITY -    980,710.4   (mgal)                       NAVD 88
 DG5561
 DG5561  VERT ORDER      -  SECOND    CLASS I
 DG5561
 DG5561  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5561  Type                                         Horiz  Ellip  Dist(km)
 DG5561  -------------------------------------------------------------------
 DG5561  NETWORK                                       0.72   0.76
 DG5561  -------------------------------------------------------------------
 DG5561  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.53      2.38
 DG5561  -------------------------------------------------------------------
 DG5561  NOTE: Click here for information on individual local accuracy
 DG5561  values and other accuracy information.
 DG5561
 DG5561
 DG5561.The horizontal coordinates were established by GPS observations
 DG5561.and adjusted by the National Geodetic Survey in February 2007.
 DG5561
 DG5561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5561.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5561
 DG5561.The horizontal coordinates are valid at the epoch date displayed above
 DG5561.which is a decimal equivalence of Year/Month/Day.
 DG5561
 DG5561.The orthometric height was determined by differential leveling and
 DG5561.adjusted in October 2007.
 DG5561
 DG5561.No vertical observational check was made to the station.
 DG5561
 DG5561.Photographs are available for this station.
 DG5561
 DG5561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5561
 DG5561.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5561
 DG5561.The ellipsoidal height was determined by GPS observations
 DG5561.and is referenced to NAD 83.
 DG5561
 DG5561.The dynamic height is computed by dividing the NAVD 88
 DG5561.geopotential number by the normal gravity value computed on the
 DG5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5561.degrees latitude (g = 980.6199 gals.).
 DG5561
 DG5561.The modeled gravity was interpolated from observed gravity values.
 DG5561
 DG5561. The following values were computed from the NAD 83(2007) position.
 DG5561
 DG5561;                    North         East     Units Scale Factor Converg.
 DG5561;SPC MN N     -   222,476.895   656,120.473   MT  0.99991227   -1 25 05.0
 DG5561;SPC MN N     -   729,909.61  2,152,621.92   sFT  0.99991227   -1 25 05.0
 DG5561;UTM  15      - 5,272,213.526   348,634.407   MT  0.99988156   -1 29 11.6
 DG5561
 DG5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5561!SPC MN N     -   0.99993593  x   0.99991227  =   0.99984820
 DG5561!UTM  15      -   0.99993593  x   0.99988156  =   0.99981750
 DG5561
 DG5561:                Primary Azimuth Mark                     Grid Az
 DG5561:SPC MN N     -  0414 X RESET                             184 34 47.6
 DG5561:UTM  15      -  0414 X RESET                             184 38 54.2
 DG5561
 DG5561|---------------------------------------------------------------------|
 DG5561| PID    Reference Object                     Distance      Geod. Az  |
 DG5561|                                                           dddmmss.s |
 DG5561| DG5562 0414 X RESET                        APPROX. 1.6 KM 1830942.6 |
 DG5561|---------------------------------------------------------------------|
 DG5561
 DG5561                          SUPERSEDED SURVEY CONTROL
 DG5561
 DG5561  NAD 83(1996)-  47 35 08.38205(N)    095 00 47.24037(W) AD(       ) 1
 DG5561  ELLIP H (05/19/04)  408.832  (m)                       GP(       ) 4 1
 DG5561  NAVD 88 (01/10/08)  436.80   (m)         1433.1    (f) LEVELING    3  
 DG5561  NAVD 88 (08/21/07)  436.809  (m)         1433.10   (f) SUPERSEDED  2 1
 DG5561  NAVD 88 (05/19/04)  436.8    (m)  GEOID99 model used   GPS OBS        
 DG5561
 DG5561.Superseded values are not recommended for survey control.
 DG5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5561.See file dsdata.txt to determine how the superseded data were derived.
 DG5561
 DG5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4863472213(NAD 83)
 DG5561
 DG5561_MARKER: DB = BENCH MARK DISK
 DG5561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5561_STAMPING: 0414 W RESET 1970
 DG5561_MARK LOGO: MNHD  
 DG5561_PROJECTION: PROJECTING 3 CENTIMETERS
 DG5561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5561+STABILITY: SURFACE MOTION
 DG5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5561+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 DG5561
 DG5561  HISTORY     - Date     Condition        Report By
 DG5561  HISTORY     - 1970     MONUMENTED       MNHD
 DG5561  HISTORY     - 20030708 GOOD             MNDT
 DG5561  HISTORY     - 20060329 GOOD             MNDT
 DG5561  HISTORY     - 20061102 GOOD             MNDT
 DG5561  HISTORY     - 20100624 GOOD             MNDT
 DG5561
 DG5561                          STATION DESCRIPTION
 DG5561
 DG5561'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5561'THE MARK WAS RECOVERED 6 MILES (9.7 KM) NORTH OF WILTON, 5.65 MILES
 DG5561'(9.09 KM) NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK
 DG5561'HIGHWAY 2 NEAR WILTON, 177 FT (53.9 M) EAST OF THE CENTERLINE OF TRUNK
 DG5561'HIGHWAY 89 AT MILEPOINT 5.65, 65 FT (19.8 M) NORTH OF THE CENTER OF
 DG5561'COUNTY ROAD 22, 66 FT (20.1 M) ESE OF POWERLINE POLE, 65.5 FT (20.0 M)
 DG5561'ENE OF POWERLINE POLE, 30.2 FT (9.2 M) WSW OF RIGHT OF WAY POST, 0.5
 DG5561'FT (15.2 CM) WEST OF WITNESS POST.  THE MARK IS A MNHD BENCHMARK DISK
 DG5561'IN A CONCRETE MONUMENT, PROJECTING 1 INCH, MAGNETIC.
 DG5561
 DG5561                          STATION RECOVERY (2006)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5561'RECOVERED AS DESCRIBED.
 DG5561
 DG5561                          STATION RECOVERY (2006)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5561'6.0 MILES NORTH OF WILTON, 5.65 MILES NORTH ALONG TRUNK HIGHWAY 89
 DG5561'FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR WILTON, AT
 DG5561'TRUNK HIGHWAY 89 MILEPOINT 5.65, 177 FEET EAST OF TRUNK HIGHWAY 89, 65
 DG5561'FEET NORTH OF COUNTY ROAD 22, 66 FEET EAST-SOUTHEAST OF POWER POLE,
 DG5561'65.5 FEET EAST-NORTHEAST OF POWER POLE, 30.2 FEET WEST-SOUTHWEST OF
 DG5561'RIGHT OF WAY POST, 0.5 FEET WEST OF WITNESS POST.
 DG5561
 DG5561                          STATION RECOVERY (2010)
 DG5561
 DG5561'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DDS)
 DG5561'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5562 ***********************************************************************
 DG5562  DESIGNATION -  0414 X RESET
 DG5562  PID         -  DG5562
 DG5562  STATE/COUNTY-  MN/BELTRAMI
 DG5562  COUNTRY     -  US
 DG5562  USGS QUAD   -  WILTON (1972)
 DG5562
 DG5562                         *CURRENT SURVEY CONTROL
 DG5562  ______________________________________________________________________
 DG5562* NAD 83(2007) POSITION- 47 34 16.53773(N) 095 00 51.47238(W)   ADJUSTED  
 DG5562* NAD 83(2007) ELLIP HT-   401.812 (meters)        (02/10/07)   ADJUSTED
 DG5562* NAD 83(2007) EPOCH   -  2002.00
 DG5562* NAVD 88 ORTHO HEIGHT -   429.821  (meters)    1410.17  (feet) ADJUSTED  
 DG5562  ______________________________________________________________________
 DG5562  NAD 83(2007) X  -   -376,825.863 (meters)                     COMP
 DG5562  NAD 83(2007) Y  - -4,294,795.181 (meters)                     COMP
 DG5562  NAD 83(2007) Z  -  4,685,143.284 (meters)                     COMP
 DG5562  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC09
 DG5562  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 DG5562  DYNAMIC HEIGHT  -        429.868 (meters)     1410.33  (feet) COMP
 DG5562  MODELED GRAVITY -    980,708.2   (mgal)                       NAVD 88
 DG5562
 DG5562  VERT ORDER      -  SECOND    CLASS I
 DG5562
 DG5562  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5562  Type                                         Horiz  Ellip  Dist(km)
 DG5562  -------------------------------------------------------------------
 DG5562  NETWORK                                       0.76   0.78
 DG5562  -------------------------------------------------------------------
 DG5562  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.51      1.65
 DG5562  -------------------------------------------------------------------
 DG5562  NOTE: Click here for information on individual local accuracy
 DG5562  values and other accuracy information.
 DG5562
 DG5562
 DG5562.The horizontal coordinates were established by GPS observations
 DG5562.and adjusted by the National Geodetic Survey in February 2007.
 DG5562
 DG5562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5562.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5562
 DG5562.The horizontal coordinates are valid at the epoch date displayed above
 DG5562.which is a decimal equivalence of Year/Month/Day.
 DG5562
 DG5562.The orthometric height was determined by differential leveling and
 DG5562.adjusted in October 2007.
 DG5562
 DG5562.No vertical observational check was made to the station.
 DG5562
 DG5562.Photographs are available for this station.
 DG5562
 DG5562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5562
 DG5562.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5562
 DG5562.The ellipsoidal height was determined by GPS observations
 DG5562.and is referenced to NAD 83.
 DG5562
 DG5562.The dynamic height is computed by dividing the NAVD 88
 DG5562.geopotential number by the normal gravity value computed on the
 DG5562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5562.degrees latitude (g = 980.6199 gals.).
 DG5562
 DG5562.The modeled gravity was interpolated from observed gravity values.
 DG5562
 DG5562. The following values were computed from the NAD 83(2007) position.
 DG5562
 DG5562;                    North         East     Units Scale Factor Converg.
 DG5562;SPC MN N     -   220,878.555   655,992.438   MT  0.99991339   -1 25 08.1
 DG5562;SPC MN N     -   724,665.73  2,152,201.86   sFT  0.99991339   -1 25 08.1
 DG5562;UTM  15      - 5,270,615.389   348,504.470   MT  0.99988204   -1 29 13.4
 DG5562
 DG5562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5562!SPC MN N     -   0.99993702  x   0.99991339  =   0.99985042
 DG5562!UTM  15      -   0.99993702  x   0.99988204  =   0.99981907
 DG5562
 DG5562:                Primary Azimuth Mark                     Grid Az
 DG5562:SPC MN N     -  0414 W RESET                             004 34 47.6
 DG5562:UTM  15      -  0414 W RESET                             004 38 52.9
 DG5562
 DG5562|---------------------------------------------------------------------|
 DG5562| PID    Reference Object                     Distance      Geod. Az  |
 DG5562|                                                           dddmmss.s |
 DG5562| DG5561 0414 W RESET                        APPROX. 1.6 KM 0030939.5 |
 DG5562| DG5563 0414 Y                              APPROX. 1.6 KM 1794318.8 |
 DG5562|---------------------------------------------------------------------|
 DG5562
 DG5562                          SUPERSEDED SURVEY CONTROL
 DG5562
 DG5562  NAD 83(1996)-  47 34 16.53760(N)    095 00 51.47226(W) AD(       ) 1
 DG5562  ELLIP H (05/19/04)  401.843  (m)                       GP(       ) 4 1
 DG5562  NAVD 88 (01/10/08)  429.82   (m)         1410.2    (f) LEVELING    3  
 DG5562  NAVD 88 (08/21/07)  429.833  (m)         1410.21   (f) SUPERSEDED  2 1
 DG5562  NAVD 88 (05/19/04)  429.8    (m)  GEOID99 model used   GPS OBS        
 DG5562
 DG5562.Superseded values are not recommended for survey control.
 DG5562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5562.See file dsdata.txt to determine how the superseded data were derived.
 DG5562
 DG5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4850470615(NAD 83)
 DG5562
 DG5562_MARKER: DR = REFERENCE MARK DISK
 DG5562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5562_STAMPING: RESET 0414 X 1977
 DG5562_MARK LOGO: MNHD  
 DG5562_PROJECTION: FLUSH
 DG5562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5562+STABILITY: SURFACE MOTION
 DG5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5562+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DG5562
 DG5562  HISTORY     - Date     Condition        Report By
 DG5562  HISTORY     - 1977     MONUMENTED       MNHD
 DG5562  HISTORY     - 20030707 GOOD             MNDT
 DG5562  HISTORY     - 20060329 GOOD             MNDT
 DG5562  HISTORY     - 20061102 GOOD             MNDT
 DG5562
 DG5562                          STATION DESCRIPTION
 DG5562
 DG5562'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5562'THE MARK WAS RECOVERED 4 MILES (6.4 KM) NORTH OF WILTON, 4.65 MILES
 DG5562'(7.48 KM) NW AND NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DG5562'TRUNK HIGHWAY 2 NEAR WILTON, 171 FT (52.1 M) WEST OF THE CENTERLINE OF
 DG5562'TRUNK HIGHWAY 89 AT MILEPOINT 4.65, 51 FT (15.5 M) NORTH OF THE CENTER
 DG5562'OF TOWNSHIP ROAD, 34 FT (10.4 M) NE OF RIGHT OF WAY POST, 21.4 FT (6.5
 DG5562'M) ENE OF THE NE CORNER OF POWER BOX, 0.7 FT (21.3 CM) EAST OF WITNESS
 DG5562'POST.  THE MARK IS A MNHD REFERENCE MARK DISK IN A CONCRETE MONUMENT
 DG5562'PROJECTING 1 INCH, MAGNETIC.
 DG5562
 DG5562                          STATION RECOVERY (2006)
 DG5562
 DG5562'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5562'RECOVERED AS DESCRIBED.
 DG5562
 DG5562                          STATION RECOVERY (2006)
 DG5562
 DG5562'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DG5562'4 MILES NORTH OF WILTON, 4.65 MILES NORTHWEST AND NORTH ALONG TRUNK
 DG5562'HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 2 NEAR
 DG5562'WILTON, AT TRUNK HIGHWAY 89 MILEPOINT 4.65, 171 FEET WEST OF TRUNK
 DG5562'HIGHWAY 89, 51 FEET NORTH OF EAST-WEST TOWNSHIP ROAD, 34 FEET
 DG5562'NORTHEAST OF RIGHT OF WAY POST, 12.2 FEET EAST-NORTHEAST OF NORTHEAST
 DG5562'CORNER OF POWER BOX, 0.7 FEET EAST WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5563 ***********************************************************************
 DG5563  DESIGNATION -  0414 Y
 DG5563  PID         -  DG5563
 DG5563  STATE/COUNTY-  MN/BELTRAMI
 DG5563  COUNTRY     -  US
 DG5563  USGS QUAD   -  WILTON (1972)
 DG5563
 DG5563                         *CURRENT SURVEY CONTROL
 DG5563  ______________________________________________________________________
 DG5563* NAD 83(2007) POSITION- 47 33 23.89044(N) 095 00 51.09488(W)   ADJUSTED  
 DG5563* NAD 83(2007) ELLIP HT-   399.049 (meters)        (02/10/07)   ADJUSTED
 DG5563* NAD 83(2007) EPOCH   -  2002.00
 DG5563* NAVD 88 ORTHO HEIGHT -   427.059  (meters)    1401.11  (feet) ADJUSTED  
 DG5563  ______________________________________________________________________
 DG5563  NAD 83(2007) X  -   -376,922.729 (meters)                     COMP
 DG5563  NAD 83(2007) Y  - -4,295,989.498 (meters)                     COMP
 DG5563  NAD 83(2007) Z  -  4,684,044.038 (meters)                     COMP
 DG5563  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC09
 DG5563  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DG5563  DYNAMIC HEIGHT  -        427.104 (meters)     1401.26  (feet) COMP
 DG5563  MODELED GRAVITY -    980,706.1   (mgal)                       NAVD 88
 DG5563
 DG5563  VERT ORDER      -  SECOND    CLASS I
 DG5563
 DG5563  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5563  Type                                         Horiz  Ellip  Dist(km)
 DG5563  -------------------------------------------------------------------
 DG5563  NETWORK                                       0.78   0.82
 DG5563  -------------------------------------------------------------------
 DG5563  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.53      1.63
 DG5563  -------------------------------------------------------------------
 DG5563  NOTE: Click here for information on individual local accuracy
 DG5563  values and other accuracy information.
 DG5563
 DG5563
 DG5563.The horizontal coordinates were established by GPS observations
 DG5563.and adjusted by the National Geodetic Survey in February 2007.
 DG5563
 DG5563.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5563.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5563
 DG5563.The horizontal coordinates are valid at the epoch date displayed above
 DG5563.which is a decimal equivalence of Year/Month/Day.
 DG5563
 DG5563.The orthometric height was determined by differential leveling and
 DG5563.adjusted in October 2007.
 DG5563
 DG5563.No vertical observational check was made to the station.
 DG5563
 DG5563.Photographs are available for this station.
 DG5563
 DG5563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5563
 DG5563.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5563
 DG5563.The ellipsoidal height was determined by GPS observations
 DG5563.and is referenced to NAD 83.
 DG5563
 DG5563.The dynamic height is computed by dividing the NAVD 88
 DG5563.geopotential number by the normal gravity value computed on the
 DG5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5563.degrees latitude (g = 980.6199 gals.).
 DG5563
 DG5563.The modeled gravity was interpolated from observed gravity values.
 DG5563
 DG5563. The following values were computed from the NAD 83(2007) position.
 DG5563
 DG5563;                    North         East     Units Scale Factor Converg.
 DG5563;SPC MN N     -   219,253.047   655,960.069   MT  0.99991460   -1 25 07.8
 DG5563;SPC MN N     -   719,332.71  2,152,095.66   sFT  0.99991460   -1 25 07.8
 DG5563;UTM  15      - 5,268,989.972   348,470.173   MT  0.99988217   -1 29 11.9
 DG5563
 DG5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5563!SPC MN N     -   0.99993746  x   0.99991460  =   0.99985206
 DG5563!UTM  15      -   0.99993746  x   0.99988217  =   0.99981963
 DG5563
 DG5563:                Primary Azimuth Mark                     Grid Az
 DG5563:SPC MN N     -  0414 Z                                   180 38 05.6
 DG5563:UTM  15      -  0414 Z                                   180 42 09.7
 DG5563
 DG5563|---------------------------------------------------------------------|
 DG5563| PID    Reference Object                     Distance      Geod. Az  |
 DG5563|                                                           dddmmss.s |
 DG5563| DG5564 0414 Z                              APPROX. 1.6 KM 1791257.8 |
 DG5563| DG5562 0414 X RESET                        APPROX. 1.6 KM 3594319.1 |
 DG5563|---------------------------------------------------------------------|
 DG5563
 DG5563                          SUPERSEDED SURVEY CONTROL
 DG5563
 DG5563  NAD 83(1996)-  47 33 23.89031(N)    095 00 51.09474(W) AD(       ) 1
 DG5563  ELLIP H (05/19/04)  399.079  (m)                       GP(       ) 4 1
 DG5563  NAVD 88 (08/21/07)  427.068  (m)         1401.14   (f) SUPERSEDED  2 1
 DG5563  NAVD 88 (05/19/04)  427.1    (m)  GEOID99 model used   GPS OBS        
 DG5563
 DG5563.Superseded values are not recommended for survey control.
 DG5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5563.See file dsdata.txt to determine how the superseded data were derived.
 DG5563
 DG5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4847068989(NAD 83)
 DG5563
 DG5563_MARKER: DB = BENCH MARK DISK
 DG5563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5563_STAMPING: 0414 Y 1969
 DG5563_MARK LOGO: MNHD  
 DG5563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5563+STABILITY: SURFACE MOTION
 DG5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5563+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DG5563
 DG5563  HISTORY     - Date     Condition        Report By
 DG5563  HISTORY     - 1969     MONUMENTED       MNHD
 DG5563  HISTORY     - 20030708 GOOD             MNDT
 DG5563  HISTORY     - 20060329 GOOD             MNDT
 DG5563
 DG5563                          STATION DESCRIPTION
 DG5563
 DG5563'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5563'THE MARK WAS RECOVERED 3 MILES (4.8 KM) NORTH OF WILTON, 3.65 MILES
 DG5563'(5.87 KM) NW AND NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DG5563'TRUNK HIGHWAY 2, 117 FT (35.7 M) WEST OF THE CENTERLINE OF TRUNK
 DG5563'HIGHWAY 89 AT MILEPOINT 3.65, 18 FT (5.5 M) NORTH OF THE CENTER OF
 DG5563'JACKPINE ROAD NW, 65 FT (19.8 M) WSW OF THE NORTH END OF CULVERT, 116
 DG5563'FT (35.4 M) NW OF NORTH STATE FOREST SIGN POST, 84 FT (25.6 M) ESE OF
 DG5563'RIGHT OF WAY POST, 81 FT (24.7 M) SOUTH OF CABLE MARKER, 3.5 FT (1.1
 DG5563'M) NORTH OF FOREST FIRE SIGN, 1.0 FT (0.3 M) EAST OF WITNESS POST.
 DG5563'THE MARK IS A MNHD BENCHMARK DISK IN A CONCRETE MONUMENT, FLUSH,
 DG5563'MAGNETIC.
 DG5563
 DG5563                          STATION RECOVERY (2006)
 DG5563
 DG5563'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5563'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5564 ***********************************************************************
 DG5564  DESIGNATION -  0414 Z
 DG5564  PID         -  DG5564
 DG5564  STATE/COUNTY-  MN/BELTRAMI
 DG5564  COUNTRY     -  US
 DG5564  USGS QUAD   -  WILTON (1972)
 DG5564
 DG5564                         *CURRENT SURVEY CONTROL
 DG5564  ______________________________________________________________________
 DG5564* NAD 83(2007) POSITION- 47 32 31.82837(N) 095 00 50.04279(W)   ADJUSTED  
 DG5564* NAD 83(2007) ELLIP HT-   398.929 (meters)        (02/10/07)   ADJUSTED
 DG5564* NAD 83(2007) EPOCH   -  2002.00
 DG5564* NAVD 88 ORTHO HEIGHT -   426.939  (meters)    1400.72  (feet) ADJUSTED  
 DG5564  ______________________________________________________________________
 DG5564  NAD 83(2007) X  -   -377,004.503 (meters)                     COMP
 DG5564  NAD 83(2007) Y  - -4,297,173.259 (meters)                     COMP
 DG5564  NAD 83(2007) Z  -  4,682,958.641 (meters)                     COMP
 DG5564  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC09
 DG5564  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DG5564  DYNAMIC HEIGHT  -        426.983 (meters)     1400.86  (feet) COMP
 DG5564  MODELED GRAVITY -    980,704.3   (mgal)                       NAVD 88
 DG5564
 DG5564  VERT ORDER      -  SECOND    CLASS I
 DG5564
 DG5564  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5564  Type                                         Horiz  Ellip  Dist(km)
 DG5564  -------------------------------------------------------------------
 DG5564  NETWORK                                       0.77   0.86
 DG5564  -------------------------------------------------------------------
 DG5564  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.76      3.23
 DG5564  -------------------------------------------------------------------
 DG5564  NOTE: Click here for information on individual local accuracy
 DG5564  values and other accuracy information.
 DG5564
 DG5564
 DG5564.The horizontal coordinates were established by GPS observations
 DG5564.and adjusted by the National Geodetic Survey in February 2007.
 DG5564
 DG5564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5564.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5564
 DG5564.The horizontal coordinates are valid at the epoch date displayed above
 DG5564.which is a decimal equivalence of Year/Month/Day.
 DG5564
 DG5564.The orthometric height was determined by differential leveling and
 DG5564.adjusted in October 2007.
 DG5564
 DG5564.No vertical observational check was made to the station.
 DG5564
 DG5564.Photographs are available for this station.
 DG5564
 DG5564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5564
 DG5564.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5564
 DG5564.The ellipsoidal height was determined by GPS observations
 DG5564.and is referenced to NAD 83.
 DG5564
 DG5564.The dynamic height is computed by dividing the NAVD 88
 DG5564.geopotential number by the normal gravity value computed on the
 DG5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5564.degrees latitude (g = 980.6199 gals.).
 DG5564
 DG5564.The modeled gravity was interpolated from observed gravity values.
 DG5564
 DG5564. The following values were computed from the NAD 83(2007) position.
 DG5564
 DG5564;                    North         East     Units Scale Factor Converg.
 DG5564;SPC MN N     -   217,645.259   655,942.252   MT  0.99991585   -1 25 07.0
 DG5564;SPC MN N     -   714,057.82  2,152,037.21   sFT  0.99991585   -1 25 07.0
 DG5564;UTM  15      - 5,267,382.259   348,450.460   MT  0.99988225   -1 29 09.9
 DG5564
 DG5564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5564!SPC MN N     -   0.99993748  x   0.99991585  =   0.99985333
 DG5564!UTM  15      -   0.99993748  x   0.99988225  =   0.99981973
 DG5564
 DG5564:                Primary Azimuth Mark                     Grid Az
 DG5564:SPC MN N     -  0414 Y                                   000 38 05.5
 DG5564:UTM  15      -  0414 Y                                   000 42 08.4
 DG5564
 DG5564|---------------------------------------------------------------------|
 DG5564| PID    Reference Object                     Distance      Geod. Az  |
 DG5564|                                                           dddmmss.s |
 DG5564| DG5563 0414 Y                              APPROX. 1.6 KM 3591258.5 |
 DG5564|---------------------------------------------------------------------|
 DG5564
 DG5564                          SUPERSEDED SURVEY CONTROL
 DG5564
 DG5564  NAD 83(1996)-  47 32 31.82821(N)    095 00 50.04264(W) AD(       ) 1
 DG5564  ELLIP H (05/19/04)  398.954  (m)                       GP(       ) 4 1
 DG5564  NAVD 88 (08/21/07)  426.946  (m)         1400.74   (f) SUPERSEDED  2 1
 DG5564  NAVD 88 (05/19/04)  426.9    (m)  GEOID99 model used   GPS OBS        
 DG5564
 DG5564.Superseded values are not recommended for survey control.
 DG5564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5564.See file dsdata.txt to determine how the superseded data were derived.
 DG5564
 DG5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4845067382(NAD 83)
 DG5564
 DG5564_MARKER: DB = BENCH MARK DISK
 DG5564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5564_STAMPING: 0414 Z 1969
 DG5564_MARK LOGO: MNHD  
 DG5564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5564+STABILITY: SURFACE MOTION
 DG5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5564+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 DG5564
 DG5564  HISTORY     - Date     Condition        Report By
 DG5564  HISTORY     - 1969     MONUMENTED       MNHD
 DG5564  HISTORY     - 20030708 GOOD             MNDT
 DG5564  HISTORY     - 20060329 GOOD             MNDT
 DG5564
 DG5564                          STATION DESCRIPTION
 DG5564
 DG5564'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5564'THE MARK WAS RECOVERED 2 MILES (3.2 KM) NORTH OF WILTON, 2.65 MILES
 DG5564'(4.26 KM) NW ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY
 DG5564'2 NEAR WILTON, 98 FT (29.9 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 DG5564'89 AT MILEPOINT 2.65, 31 FT (9.4 M) NORTH OF THE CENTER OF MAYFLOWER
 DG5564'ROAD NW, 105 FT (32.0 M) EAST OF RIGHT OF WAY POST, 64 FT (19.5 M)
 DG5564'WEST OF NORTH END OF METAL CULVERT, 36 FT (11.0 M) SW OF PEDESTAL, 1.0
 DG5564'FT (0.3 M) EAST OF WITNESS POST.  THE MARK IS A MNHD BENCHMARK DISK IN
 DG5564'A CONCRETE MONUMENT, FLUSH, MAGNETIC.
 DG5564
 DG5564                          STATION RECOVERY (2006)
 DG5564
 DG5564'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG5564'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8535 ***********************************************************************
 AJ8535  DESIGNATION -  0415 A
 AJ8535  PID         -  AJ8535
 AJ8535  STATE/COUNTY-  MN/BELTRAMI
 AJ8535  COUNTRY     -  US
 AJ8535  USGS QUAD   -  FOUR TOWN (1973)
 AJ8535
 AJ8535                         *CURRENT SURVEY CONTROL
 AJ8535  ______________________________________________________________________
 AJ8535* NAD 83(2007) POSITION- 48 16 51.18797(N) 095 20 03.19503(W)   ADJUSTED  
 AJ8535* NAD 83(2007) ELLIP HT-   346.198 (meters)        (02/10/07)   ADJUSTED
 AJ8535* NAD 83(2007) EPOCH   -  2002.00
 AJ8535* NAVD 88 ORTHO HEIGHT -   373.956  (meters)    1226.89  (feet) ADJUSTED  
 AJ8535  ______________________________________________________________________
 AJ8535  NAD 83(2007) X  -   -395,352.233 (meters)                     COMP
 AJ8535  NAD 83(2007) Y  - -4,234,269.876 (meters)                     COMP
 AJ8535  NAD 83(2007) Z  -  4,737,976.397 (meters)                     COMP
 AJ8535  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC09
 AJ8535  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 AJ8535  DYNAMIC HEIGHT  -        374.036 (meters)     1227.15  (feet) COMP
 AJ8535  MODELED GRAVITY -    980,812.4   (mgal)                       NAVD 88
 AJ8535
 AJ8535  VERT ORDER      -  SECOND    CLASS I
 AJ8535
 AJ8535  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8535  Type                                         Horiz  Ellip  Dist(km)
 AJ8535  -------------------------------------------------------------------
 AJ8535  NETWORK                                       0.39   0.47
 AJ8535  -------------------------------------------------------------------
 AJ8535  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.27   0.39      4.99
 AJ8535  -------------------------------------------------------------------
 AJ8535  NOTE: Click here for information on individual local accuracy
 AJ8535  values and other accuracy information.
 AJ8535
 AJ8535
 AJ8535.The horizontal coordinates were established by GPS observations
 AJ8535.and adjusted by the National Geodetic Survey in February 2007.
 AJ8535
 AJ8535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8535.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8535
 AJ8535.The horizontal coordinates are valid at the epoch date displayed above
 AJ8535.which is a decimal equivalence of Year/Month/Day.
 AJ8535
 AJ8535.The orthometric height was determined by differential leveling and
 AJ8535.adjusted in February 2005.
 AJ8535
 AJ8535.Photographs are available for this station.
 AJ8535
 AJ8535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8535
 AJ8535.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8535
 AJ8535.The ellipsoidal height was determined by GPS observations
 AJ8535.and is referenced to NAD 83.
 AJ8535
 AJ8535.The dynamic height is computed by dividing the NAVD 88
 AJ8535.geopotential number by the normal gravity value computed on the
 AJ8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8535.degrees latitude (g = 980.6199 gals.).
 AJ8535
 AJ8535.The modeled gravity was interpolated from observed gravity values.
 AJ8535
 AJ8535. The following values were computed from the NAD 83(2007) position.
 AJ8535
 AJ8535;                    North         East     Units Scale Factor Converg.
 AJ8535;SPC MN N     -   300,386.758   634,211.737   MT  0.99993304   -1 39 21.8
 AJ8535;SPC MN N     -   985,518.89  2,080,743.01   sFT  0.99993304   -1 39 21.8
 AJ8535;UTM  15      - 5,350,153.891   326,830.332   MT  0.99996846   -1 44 33.8
 AJ8535
 AJ8535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8535!SPC MN N     -   0.99994574  x   0.99993304  =   0.99987879
 AJ8535!UTM  15      -   0.99994574  x   0.99996846  =   0.99991421
 AJ8535
 AJ8535                          SUPERSEDED SURVEY CONTROL
 AJ8535
 AJ8535  NAD 83(1996)-  48 16 51.18787(N)    095 20 03.19494(W) AD(       ) 1
 AJ8535  ELLIP H (03/12/02)  346.193  (m)                       GP(       ) 4 1
 AJ8535  NAVD 88 (06/28/04)  373.95   (m)         1226.9    (f) LEVELING    3  
 AJ8535  NAVD 88 (03/12/02)  373.9    (m)  GEOID96 model used   GPS OBS        
 AJ8535
 AJ8535.Superseded values are not recommended for survey control.
 AJ8535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8535.See file dsdata.txt to determine how the superseded data were derived.
 AJ8535
 AJ8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2683050153(NAD 83)
 AJ8535
 AJ8535_MARKER: DB = BENCH MARK DISK
 AJ8535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8535_STAMPING: 0415 A 1997
 AJ8535_MARK LOGO: MNDT  
 AJ8535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8535+STABILITY: SURFACE MOTION
 AJ8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8535+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 AJ8535
 AJ8535  HISTORY     - Date     Condition        Report By
 AJ8535  HISTORY     - 1997     MONUMENTED       MNDT
 AJ8535  HISTORY     - 19970401 GOOD             MNDT
 AJ8535  HISTORY     - 20030710 GOOD             MNDT
 AJ8535  HISTORY     - 20030710 GOOD             MNDT
 AJ8535  HISTORY     - 20030710 GOOD             MNDT
 AJ8535
 AJ8535                          STATION DESCRIPTION
 AJ8535
 AJ8535'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AJ8535'0.1 MI (0.2 KM) EAST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44, AT TH
 AJ8535'89 MP 66.9, 60.0 FT (18.3 M) SOUTH OF TH 89, 57.9 FT (17.6 M) WEST OF
 AJ8535'A P-POLE, 2 .4 FT (12.2 CM) EAST OF A WIT POST, STA PROJECTS 3 INCHES
 AJ8535'ABOVE THE GROUND.
 AJ8535
 AJ8535                          STATION RECOVERY (2003)
 AJ8535
 AJ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ8535'RECOVERED 0.1 MILE (0.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 89
 AJ8535'AND COUNTY ROAD 44 IN FOURTOWN,  60.0 FEET (18.3 M) SOUTH OF THE
 AJ8535'CENTER OF TRUNK HIGHWAY 89 AT MILEPOINT 66.9, 57.9 FEET (17.6 M) WEST
 AJ8535'OF A POWER POLE, 2.4 FEET (0.7 M) EAST OF A WITNESS POST, MAGNETIC.
 AJ8535
 AJ8535                          STATION RECOVERY (2003)
 AJ8535
 AJ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ8535'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A RR SPIKE SET
 AJ8535'ADJACENT TO MARK MAKES IT MAGNETIC.
 AJ8535
 AJ8535                          STATION RECOVERY (2003)
 AJ8535
 AJ8535'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ8535'THE MARK WAS RECOVERED IN GOOD CONDITION.  0.1 MI EAST ALONG TH 89 AND
 AJ8535'CO RD 44, AT TH 89 MP 66.9, 60.0 FT SOUTH OF TH 89, 57.9 FT WEST OF A
 AJ8535'P-POLE, 2.4 FT EAST OF A WITNESS POST, STATION PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6143 ***********************************************************************
 DG6143  DESIGNATION -  0415 B
 DG6143  PID         -  DG6143
 DG6143  STATE/COUNTY-  MN/BELTRAMI
 DG6143  COUNTRY     -  US
 DG6143  USGS QUAD   -  GRYGLA (1973)
 DG6143
 DG6143                         *CURRENT SURVEY CONTROL
 DG6143  ______________________________________________________________________
 DG6143* NAD 83(1986) POSITION- 48 17 37.40   (N) 095 33 05.20   (W)   HD_HELD1  
 DG6143* NAVD 88 ORTHO HEIGHT -   361.664  (meters)    1186.56  (feet) ADJUSTED  
 DG6143  ______________________________________________________________________
 DG6143  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DG6143  DYNAMIC HEIGHT  -        361.749 (meters)     1186.84  (feet) COMP
 DG6143  MODELED GRAVITY -    980,836.1   (mgal)                       NAVD 88
 DG6143
 DG6143  VERT ORDER      -  SECOND    CLASS I
 DG6143
 DG6143.The horizontal coordinates were established by differentially corrected
 DG6143.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG6143.
 DG6143.The orthometric height was determined by differential leveling and
 DG6143.adjusted in February 2005.
 DG6143
 DG6143.Photographs are available for this station.
 DG6143
 DG6143.The dynamic height is computed by dividing the NAVD 88
 DG6143.geopotential number by the normal gravity value computed on the
 DG6143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6143.degrees latitude (g = 980.6199 gals.).
 DG6143
 DG6143.The modeled gravity was interpolated from observed gravity values.
 DG6143
 DG6143;                    North         East    Units  Estimated Accuracy
 DG6143;SPC MN N     -   302,301.9     618,143.3     MT  (+/- 3 meters HH1 GPS) 
 DG6143
 DG6143                          SUPERSEDED SURVEY CONTROL
 DG6143
 DG6143.No superseded survey control is available for this station.
 DG6143
 DG6143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1076352093(NAD 83)
 DG6143
 DG6143_MARKER: DD = SURVEY DISK
 DG6143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6143_STAMPING: 0415 B 2003
 DG6143_MARK LOGO: MNDT  
 DG6143_PROJECTION: FLUSH
 DG6143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6143+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DG6143_ROD/PIPE-DEPTH:  3.8 meters
 DG6143
 DG6143  HISTORY     - Date     Condition        Report By
 DG6143  HISTORY     - 2003     MONUMENTED       MNDT
 DG6143  HISTORY     - 20090505 GOOD             MNDT
 DG6143
 DG6143                          STATION DESCRIPTION
 DG6143
 DG6143'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6143'THE MARK IS LOCATED 3.1 MI (5.0 KM) ESE OF GRYGLA, 3.1 MI (5.0 KM)
 DG6143'EAST ALONG TH 89 FROM THE JCT OF TH 89 AND CO RD 54 IN GRYGLA, AT TH
 DG6143'89 MP 77.7, 53.6 FT (16.3 M) WEST OF TH 89, 106.5 FT (32.5 M) WEST OF
 DG6143'CO RD 703, 2.0 FT (0.6 M) SOUTH OF WIT POST.  THE MARK, A STANDARD
 DG6143'MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 12.5 FT (3.8 M) DRIVEN
 DG6143'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC,
 DG6143'AND SUITABLE FOR GPS.
 DG6143
 DG6143                          STATION RECOVERY (2009)
 DG6143
 DG6143'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG6143'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6142 ***********************************************************************
 DG6142  DESIGNATION -  0415 C
 DG6142  PID         -  DG6142
 DG6142  STATE/COUNTY-  MN/BELTRAMI
 DG6142  COUNTRY     -  US
 DG6142  USGS QUAD   -  GRYGLA (1973)
 DG6142
 DG6142                         *CURRENT SURVEY CONTROL
 DG6142  ______________________________________________________________________
 DG6142* NAD 83(1986) POSITION- 48 16 54.40   (N) 095 32 54.40   (W)   HD_HELD1  
 DG6142* NAVD 88 ORTHO HEIGHT -   363.213  (meters)    1191.64  (feet) ADJUSTED  
 DG6142  ______________________________________________________________________
 DG6142  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DG6142  DYNAMIC HEIGHT  -        363.298 (meters)     1191.92  (feet) COMP
 DG6142  MODELED GRAVITY -    980,833.3   (mgal)                       NAVD 88
 DG6142
 DG6142  VERT ORDER      -  SECOND    CLASS I
 DG6142
 DG6142.The horizontal coordinates were established by differentially corrected
 DG6142.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG6142.
 DG6142.The orthometric height was determined by differential leveling and
 DG6142.adjusted in February 2005.
 DG6142
 DG6142.Photographs are available for this station.
 DG6142
 DG6142.The dynamic height is computed by dividing the NAVD 88
 DG6142.geopotential number by the normal gravity value computed on the
 DG6142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6142.degrees latitude (g = 980.6199 gals.).
 DG6142
 DG6142.The modeled gravity was interpolated from observed gravity values.
 DG6142
 DG6142;                    North         East    Units  Estimated Accuracy
 DG6142;SPC MN N     -   300,967.4     618,323.7     MT  (+/- 3 meters HH1 GPS) 
 DG6142
 DG6142                          SUPERSEDED SURVEY CONTROL
 DG6142
 DG6142.No superseded survey control is available for this station.
 DG6142
 DG6142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1094250758(NAD 83)
 DG6142
 DG6142_MARKER: DD = SURVEY DISK
 DG6142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6142_STAMPING: 0415 C 2003
 DG6142_MARK LOGO: MNDT  
 DG6142_PROJECTION: RECESSED 3 CENTIMETERS
 DG6142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6142+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 DG6142_ROD/PIPE-DEPTH:  4.6 meters
 DG6142
 DG6142  HISTORY     - Date     Condition        Report By
 DG6142  HISTORY     - 2003     MONUMENTED       MNDT
 DG6142  HISTORY     - 20090804 GOOD             MNDT
 DG6142
 DG6142                          STATION DESCRIPTION
 DG6142
 DG6142'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6142'THE MARK IS LOCATED 4.0 MI (6.4 KM) ESE OF GRYGLA, 4.0 MI (6.4 KM)
 DG6142'EAST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 54 IN GRYGLA, 39.3 FT
 DG6142'(12.0 M) SOUTH OF TH 89, 33.3 FT (10.1 M) NORTH OF GRAVEL RD, 2.0 FT
 DG6142'(0.6 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG6142'MARK DISK SET ON TOP OF A 15 FT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3
 DG6142'FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DG6142'FOR GPS.
 DG6142
 DG6142                          STATION RECOVERY (2009)
 DG6142
 DG6142'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DG6142'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6141 ***********************************************************************
 DG6141  DESIGNATION -  0415 D
 DG6141  PID         -  DG6141
 DG6141  STATE/COUNTY-  MN/BELTRAMI
 DG6141  COUNTRY     -  US
 DG6141  USGS QUAD   -  GRYGLA (1973)
 DG6141
 DG6141                         *CURRENT SURVEY CONTROL
 DG6141  ______________________________________________________________________
 DG6141* NAD 83(1986) POSITION- 48 16 54.2    (N) 095 30 30.2    (W)   HD_HELD2  
 DG6141* NAVD 88 ORTHO HEIGHT -   364.881  (meters)    1197.11  (feet) ADJUSTED  
 DG6141  ______________________________________________________________________
 DG6141  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DG6141  DYNAMIC HEIGHT  -        364.964 (meters)     1197.39  (feet) COMP
 DG6141  MODELED GRAVITY -    980,827.5   (mgal)                       NAVD 88
 DG6141
 DG6141  VERT ORDER      -  SECOND    CLASS I
 DG6141
 DG6141.The horizontal coordinates were established by autonomous hand held GPS
 DG6141.observations and have an estimated accuracy of +/- 10 meters.
 DG6141.
 DG6141.The orthometric height was determined by differential leveling and
 DG6141.adjusted in February 2005.
 DG6141
 DG6141.The dynamic height is computed by dividing the NAVD 88
 DG6141.geopotential number by the normal gravity value computed on the
 DG6141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6141.degrees latitude (g = 980.6199 gals.).
 DG6141
 DG6141.The modeled gravity was interpolated from observed gravity values.
 DG6141
 DG6141;                    North         East    Units  Estimated Accuracy
 DG6141;SPC MN N     -   300,868.      621,295.      MT  (+/- 10 meters HH2 GPS)
 DG6141
 DG6141                          SUPERSEDED SURVEY CONTROL
 DG6141
 DG6141.No superseded survey control is available for this station.
 DG6141
 DG6141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1391350654(NAD 83)
 DG6141
 DG6141_MARKER: DD = SURVEY DISK
 DG6141_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6141_STAMPING: 0415 D 2003
 DG6141_MARK LOGO: MNDT  
 DG6141_PROJECTION: RECESSED 3 CENTIMETERS
 DG6141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6141+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6141_ROD/PIPE-DEPTH:  3.0 meters
 DG6141
 DG6141  HISTORY     - Date     Condition        Report By
 DG6141  HISTORY     - 2003     MONUMENTED       MNDT
 DG6141
 DG6141                          STATION DESCRIPTION
 DG6141
 DG6141'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6141'THE MARK IS LOCATED 6 MI (9.7 KM) SE OF GRYGLA, 5.8 MI (9.3 KM) EAST
 DG6141'ALONG TH 89 FROM THE JCT OF TH 89 AND CO RD 54 IN GRYGLA, AT TH 89 MP
 DG6141'74.9, 66 FT (20.1 M) SOUTH OF TH 89, 22.4 FT (6.8 M) WEST OF LOG
 DG6141'CHURCH RD NW, 34.1 FT (10.4 M) NE OF NE COR OF BROWN CHURCH BLDG, 2.0
 DG6141'FT (0.6 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG6141'CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN ALUMINUM ROD
 DG6141'WITH A 3 FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND
 DG6141'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6140 ***********************************************************************
 DG6140  DESIGNATION -  0415 E
 DG6140  PID         -  DG6140
 DG6140  STATE/COUNTY-  MN/BELTRAMI
 DG6140  COUNTRY     -  US
 DG6140  USGS QUAD   -  CARMEL (1973)
 DG6140
 DG6140                         *CURRENT SURVEY CONTROL
 DG6140  ______________________________________________________________________
 DG6140* NAD 83(1986) POSITION- 48 16 53.6    (N) 095 29 16.7    (W)   HD_HELD2  
 DG6140* NAVD 88 ORTHO HEIGHT -   365.964  (meters)    1200.67  (feet) ADJUSTED  
 DG6140  ______________________________________________________________________
 DG6140  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DG6140  DYNAMIC HEIGHT  -        366.046 (meters)     1200.94  (feet) COMP
 DG6140  MODELED GRAVITY -    980,825.8   (mgal)                       NAVD 88
 DG6140
 DG6140  VERT ORDER      -  SECOND    CLASS I
 DG6140
 DG6140.The horizontal coordinates were established by autonomous hand held GPS
 DG6140.observations and have an estimated accuracy of +/- 10 meters.
 DG6140.
 DG6140.The orthometric height was determined by differential leveling and
 DG6140.adjusted in February 2005.
 DG6140
 DG6140.The dynamic height is computed by dividing the NAVD 88
 DG6140.geopotential number by the normal gravity value computed on the
 DG6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6140.degrees latitude (g = 980.6199 gals.).
 DG6140
 DG6140.The modeled gravity was interpolated from observed gravity values.
 DG6140
 DG6140;                    North         East    Units  Estimated Accuracy
 DG6140;SPC MN N     -   300,802.      622,809.      MT  (+/- 10 meters HH2 GPS)
 DG6140
 DG6140                          SUPERSEDED SURVEY CONTROL
 DG6140
 DG6140.No superseded survey control is available for this station.
 DG6140
 DG6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1542750586(NAD 83)
 DG6140
 DG6140_MARKER: DD = SURVEY DISK
 DG6140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6140_STAMPING: 0415 E 2003
 DG6140_MARK LOGO: MNDT  
 DG6140_PROJECTION: FLUSH
 DG6140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6140+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6140_ROD/PIPE-DEPTH:  3.0 meters
 DG6140
 DG6140  HISTORY     - Date     Condition        Report By
 DG6140  HISTORY     - 2003     MONUMENTED       MNDT
 DG6140
 DG6140                          STATION DESCRIPTION
 DG6140
 DG6140'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6140'THE MARK IS LOCATED 7.0 MI (11.3 KM) SE OF GRYGLA, 6.8 MI (10.9 KM) SE
 DG6140'ALONG TH 89 FROM TH 89 FROM JCT OF TH 89 AND CO RD 54 IN GRYGLA, AT TH
 DG6140'89 MP 73.95, 71.2 FT (21.7 M) SOUTH OF TH 89, 22.8 FT (6.9 M) WEST OF
 DG6140'GUNPOWDER RD NW, 2.0 FT (0.6 M) SOUTH OF WIT POST.  THE MARK, A
 DG6140'STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M)
 DG6140'DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH,
 DG6140'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6139 ***********************************************************************
 DG6139  DESIGNATION -  0415 F
 DG6139  PID         -  DG6139
 DG6139  STATE/COUNTY-  MN/BELTRAMI
 DG6139  COUNTRY     -  US
 DG6139  USGS QUAD   -  CARMEL (1973)
 DG6139
 DG6139                         *CURRENT SURVEY CONTROL
 DG6139  ______________________________________________________________________
 DG6139* NAD 83(1986) POSITION- 48 16 53.3    (N) 095 26 39.7    (W)   HD_HELD2  
 DG6139* NAVD 88 ORTHO HEIGHT -   368.873  (meters)    1210.21  (feet) ADJUSTED  
 DG6139  ______________________________________________________________________
 DG6139  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DG6139  DYNAMIC HEIGHT  -        368.954 (meters)     1210.48  (feet) COMP
 DG6139  MODELED GRAVITY -    980,821.2   (mgal)                       NAVD 88
 DG6139
 DG6139  VERT ORDER      -  SECOND    CLASS I
 DG6139
 DG6139.The horizontal coordinates were established by autonomous hand held GPS
 DG6139.observations and have an estimated accuracy of +/- 10 meters.
 DG6139.
 DG6139.The orthometric height was determined by differential leveling and
 DG6139.adjusted in February 2005.
 DG6139
 DG6139.The dynamic height is computed by dividing the NAVD 88
 DG6139.geopotential number by the normal gravity value computed on the
 DG6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6139.degrees latitude (g = 980.6199 gals.).
 DG6139
 DG6139.The modeled gravity was interpolated from observed gravity values.
 DG6139
 DG6139;                    North         East    Units  Estimated Accuracy
 DG6139;SPC MN N     -   300,694.      626,043.      MT  (+/- 10 meters HH2 GPS)
 DG6139
 DG6139                          SUPERSEDED SURVEY CONTROL
 DG6139
 DG6139.No superseded survey control is available for this station.
 DG6139
 DG6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP1866150473(NAD 83)
 DG6139
 DG6139_MARKER: DD = SURVEY DISK
 DG6139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6139_STAMPING: 0415 F 2003
 DG6139_MARK LOGO: MNDT  
 DG6139_PROJECTION: FLUSH
 DG6139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6139+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6139_ROD/PIPE-DEPTH:  1.8 meters
 DG6139
 DG6139  HISTORY     - Date     Condition        Report By
 DG6139  HISTORY     - 2003     MONUMENTED       MNDT
 DG6139
 DG6139                          STATION DESCRIPTION
 DG6139
 DG6139'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6139'THE MARK IS LOCATED 5.0 MI (8.0 KM) WEST OF FOURTOWN, 5.0 MI (8.0 KM)
 DG6139'WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89
 DG6139'MP 72.0, 87.1 FT (26.5 M) SOUTH OF TH 89, 28.0 FT (8.5 M) WEST OF CO
 DG6139'RD 705, 5.8 FT (1.8 M) EAST OF FENCE LINE, 11.5 FT (3.5 M) NORTH OF
 DG6139'FIELD ENT, 5.2 EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG6139'CONTROL MARK DISK SET ON TOP OF A 6 FT (1.8 M) ALUMINUM ROD DRIVEN TO
 DG6139'REFUSAL WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND
 DG6139'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6138 ***********************************************************************
 DG6138  DESIGNATION -  0415 G
 DG6138  PID         -  DG6138
 DG6138  STATE/COUNTY-  MN/BELTRAMI
 DG6138  COUNTRY     -  US
 DG6138  USGS QUAD   -  CARMEL (1973)
 DG6138
 DG6138                         *CURRENT SURVEY CONTROL
 DG6138  ______________________________________________________________________
 DG6138* NAD 83(1986) POSITION- 48 16 52.7    (N) 095 25 21.1    (W)   HD_HELD2  
 DG6138* NAVD 88 ORTHO HEIGHT -   370.360  (meters)    1215.09  (feet) ADJUSTED  
 DG6138  ______________________________________________________________________
 DG6138  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DG6138  DYNAMIC HEIGHT  -        370.441 (meters)     1215.36  (feet) COMP
 DG6138  MODELED GRAVITY -    980,819.2   (mgal)                       NAVD 88
 DG6138
 DG6138  VERT ORDER      -  SECOND    CLASS I
 DG6138
 DG6138.The horizontal coordinates were established by autonomous hand held GPS
 DG6138.observations and have an estimated accuracy of +/- 10 meters.
 DG6138.
 DG6138.The orthometric height was determined by differential leveling and
 DG6138.adjusted in February 2005.
 DG6138
 DG6138.The dynamic height is computed by dividing the NAVD 88
 DG6138.geopotential number by the normal gravity value computed on the
 DG6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6138.degrees latitude (g = 980.6199 gals.).
 DG6138
 DG6138.The modeled gravity was interpolated from observed gravity values.
 DG6138
 DG6138;                    North         East    Units  Estimated Accuracy
 DG6138;SPC MN N     -   300,627.      627,662.      MT  (+/- 10 meters HH2 GPS)
 DG6138
 DG6138                          SUPERSEDED SURVEY CONTROL
 DG6138
 DG6138.No superseded survey control is available for this station.
 DG6138
 DG6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2028050403(NAD 83)
 DG6138
 DG6138_MARKER: DD = SURVEY DISK
 DG6138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6138_STAMPING: 0415 G 2003
 DG6138_MARK LOGO: MNDT  
 DG6138_PROJECTION: RECESSED 3 CENTIMETERS
 DG6138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6138+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6138_ROD/PIPE-DEPTH:  8.1 meters
 DG6138
 DG6138  HISTORY     - Date     Condition        Report By
 DG6138  HISTORY     - 2003     MONUMENTED       MNDT
 DG6138
 DG6138                          STATION DESCRIPTION
 DG6138
 DG6138'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6138'THE MARK IS LOCATED 4.0 MI (6.4 KM) WEST OF FOURTOWN, 4.0 MI (6.4 KM)
 DG6138'WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89
 DG6138'MP 71, 48.3 FT (14.7 M) SOUTH OF TH 89, 14.6 FT (4.5 M) WEST OF ENT,
 DG6138'2.0 FT (0.6 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DG6138'CONTROL MARK DISK SET ON TOP OF A 26.5 FT (8.1 M) DRIVEN ALUMINUM ROD
 DG6138'WITH A 3 FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND
 DG6138'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6135 ***********************************************************************
 DG6135  DESIGNATION -  0415 H
 DG6135  PID         -  DG6135
 DG6135  STATE/COUNTY-  MN/BELTRAMI
 DG6135  COUNTRY     -  US
 DG6135  USGS QUAD   -  CARMEL (1973)
 DG6135
 DG6135                         *CURRENT SURVEY CONTROL
 DG6135  ______________________________________________________________________
 DG6135* NAD 83(1986) POSITION- 48 16 51.6    (N) 095 22 44.6    (W)   HD_HELD2  
 DG6135* NAVD 88 ORTHO HEIGHT -   373.522  (meters)    1225.46  (feet) ADJUSTED  
 DG6135  ______________________________________________________________________
 DG6135  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DG6135  DYNAMIC HEIGHT  -        373.603 (meters)     1225.73  (feet) COMP
 DG6135  MODELED GRAVITY -    980,815.6   (mgal)                       NAVD 88
 DG6135
 DG6135  VERT ORDER      -  SECOND    CLASS I
 DG6135
 DG6135.The horizontal coordinates were established by autonomous hand held GPS
 DG6135.observations and have an estimated accuracy of +/- 10 meters.
 DG6135.
 DG6135.The orthometric height was determined by differential leveling and
 DG6135.adjusted in February 2005.
 DG6135
 DG6135.The dynamic height is computed by dividing the NAVD 88
 DG6135.geopotential number by the normal gravity value computed on the
 DG6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6135.degrees latitude (g = 980.6199 gals.).
 DG6135
 DG6135.The modeled gravity was interpolated from observed gravity values.
 DG6135
 DG6135;                    North         East    Units  Estimated Accuracy
 DG6135;SPC MN N     -   300,497.      630,886.      MT  (+/- 10 meters HH2 GPS)
 DG6135
 DG6135                          SUPERSEDED SURVEY CONTROL
 DG6135
 DG6135.No superseded survey control is available for this station.
 DG6135
 DG6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2350450268(NAD 83)
 DG6135
 DG6135_MARKER: DD = SURVEY DISK
 DG6135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6135_STAMPING: 0415 H 2003
 DG6135_MARK LOGO: MNDT  
 DG6135_PROJECTION: FLUSH
 DG6135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6135+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6135_ROD/PIPE-DEPTH:  4.4 meters
 DG6135
 DG6135  HISTORY     - Date     Condition        Report By
 DG6135  HISTORY     - 2003     MONUMENTED       MNDT
 DG6135
 DG6135                          STATION DESCRIPTION
 DG6135
 DG6135'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6135'THE MARK IS LOCATED 2.0 MI (3.2 KM) WEST OF FOURTOWN, 2.0 MI (3.2 KM)
 DG6135'WEST ALONG TH 89 FROM THE JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH
 DG6135'89 MP 69.0, 55.4 FT (16.9 M) SOUTH OF TH 89, 20.2 FT (6.2 M) NNW OF
 DG6135'P-POLE WITH TRANSFORMER, 24.4 FT (7.4 M) EAST OF ENT, 4.0 FT (1.2 M)
 DG6135'NORTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK
 DG6135'DISK SET ON TOP OF A 14.5 FT (4.4 M) DRIVEN ALUMINUM ROD WITH A 3 FT
 DG6135'(0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6134 ***********************************************************************
 DG6134  DESIGNATION -  0415 J
 DG6134  PID         -  DG6134
 DG6134  STATE/COUNTY-  MN/BELTRAMI
 DG6134  COUNTRY     -  US
 DG6134  USGS QUAD   -  FOUR TOWN (1973)
 DG6134
 DG6134                         *CURRENT SURVEY CONTROL
 DG6134  ______________________________________________________________________
 DG6134* NAD 83(1986) POSITION- 48 16 51.3    (N) 095 21 27.7    (W)   HD_HELD2  
 DG6134* NAVD 88 ORTHO HEIGHT -   373.989  (meters)    1227.00  (feet) ADJUSTED  
 DG6134  ______________________________________________________________________
 DG6134  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 DG6134  DYNAMIC HEIGHT  -        374.069 (meters)     1227.26  (feet) COMP
 DG6134  MODELED GRAVITY -    980,814.0   (mgal)                       NAVD 88
 DG6134
 DG6134  VERT ORDER      -  SECOND    CLASS I
 DG6134
 DG6134.The horizontal coordinates were established by autonomous hand held GPS
 DG6134.observations and have an estimated accuracy of +/- 10 meters.
 DG6134.
 DG6134.The orthometric height was determined by differential leveling and
 DG6134.adjusted in February 2005.
 DG6134
 DG6134.The dynamic height is computed by dividing the NAVD 88
 DG6134.geopotential number by the normal gravity value computed on the
 DG6134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6134.degrees latitude (g = 980.6199 gals.).
 DG6134
 DG6134.The modeled gravity was interpolated from observed gravity values.
 DG6134
 DG6134;                    North         East    Units  Estimated Accuracy
 DG6134;SPC MN N     -   300,441.      632,470.      MT  (+/- 10 meters HH2 GPS)
 DG6134
 DG6134                          SUPERSEDED SURVEY CONTROL
 DG6134
 DG6134.No superseded survey control is available for this station.
 DG6134
 DG6134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2508950210(NAD 83)
 DG6134
 DG6134_MARKER: DD = SURVEY DISK
 DG6134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6134_STAMPING: 0415 J 2003
 DG6134_MARK LOGO: MNDT  
 DG6134_PROJECTION: FLUSH
 DG6134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6134+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6134_ROD/PIPE-DEPTH:  2.4 meters
 DG6134
 DG6134  HISTORY     - Date     Condition        Report By
 DG6134  HISTORY     - 2003     MONUMENTED       MNDT
 DG6134
 DG6134                          STATION DESCRIPTION
 DG6134
 DG6134'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6134'THE MARK IS LOCATED 1.0 MI (1.6 KM) WEST OF FOURTOWN, 1.0 MI (1.6 KM)
 DG6134'WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89
 DG6134'MP 68.0, 58.9 FT (18.0 M) SOUTH OF TH 89, 36.2 FT (11.0 M) WEST OF
 DG6134'GUSTS RD NW, 12.4 FT (3.8 M) NNE OF TEL PEDESTAL NO 13W 3-1S, 4.0 FT
 DG6134'(1.2 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG6134'MARK DISK SET ON TOP OF A 8 FT (2.4 M) ALUMINUM ROD DRIVEN TO REFUSAL
 DG6134'WITH A 3 FT (0.9 M) STABILIZER FIN IS, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6028 ***********************************************************************
 DG6028  DESIGNATION -  0415 K
 DG6028  PID         -  DG6028
 DG6028  STATE/COUNTY-  MN/BELTRAMI
 DG6028  COUNTRY     -  US
 DG6028  USGS QUAD   -  FOUR TOWN (1973)
 DG6028
 DG6028                         *CURRENT SURVEY CONTROL
 DG6028  ______________________________________________________________________
 DG6028* NAD 83(2007) POSITION- 48 16 22.46172(N) 095 19 02.37060(W)   ADJUSTED  
 DG6028* NAD 83(2007) ELLIP HT-   344.933 (meters)        (02/07/08)   ADJUSTED
 DG6028* NAD 83(2007) EPOCH   -  2002.00
 DG6028* NAVD 88 ORTHO HEIGHT -   372.718  (meters)    1222.83  (feet) ADJUSTED  
 DG6028  ______________________________________________________________________
 DG6028  NAD 83(2007) X  -   -394,164.889 (meters)                     COMP
 DG6028  NAD 83(2007) Y  - -4,235,044.868 (meters)                     COMP
 DG6028  NAD 83(2007) Z  -  4,737,384.903 (meters)                     COMP
 DG6028  LAPLACE CORR    -         -5.04  (seconds)                    DEFLEC09
 DG6028  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DG6028  DYNAMIC HEIGHT  -        372.796 (meters)     1223.08  (feet) COMP
 DG6028  MODELED GRAVITY -    980,810.0   (mgal)                       NAVD 88
 DG6028
 DG6028  HORZ ORDER      -  FIRST
 DG6028  VERT ORDER      -  SECOND    CLASS I
 DG6028  ELLP ORDER      -  THIRD     CLASS I
 DG6028
 DG6028.The horizontal coordinates were established by GPS observations
 DG6028.and adjusted by the National Geodetic Survey in February 2008.
 DG6028
 DG6028.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6028.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6028
 DG6028.The horizontal coordinates are valid at the epoch date displayed above
 DG6028.which is a decimal equivalence of Year/Month/Day.
 DG6028
 DG6028.The orthometric height was determined by differential leveling and
 DG6028.adjusted in February 2005.
 DG6028
 DG6028.Photographs are available for this station.
 DG6028
 DG6028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6028
 DG6028.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6028
 DG6028.The ellipsoidal height was determined by GPS observations
 DG6028.and is referenced to NAD 83.
 DG6028
 DG6028.The dynamic height is computed by dividing the NAVD 88
 DG6028.geopotential number by the normal gravity value computed on the
 DG6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6028.degrees latitude (g = 980.6199 gals.).
 DG6028
 DG6028.The modeled gravity was interpolated from observed gravity values.
 DG6028
 DG6028. The following values were computed from the NAD 83(2007) position.
 DG6028
 DG6028;                    North         East     Units Scale Factor Converg.
 DG6028;SPC MN N     -   299,463.795   635,439.673   MT  0.99993196   -1 38 36.7
 DG6028;SPC MN N     -   982,490.80  2,084,771.66   sFT  0.99993196   -1 38 36.7
 DG6028;UTM  15      - 5,349,229.044   328,056.914   MT  0.99996326   -1 43 47.6
 DG6028
 DG6028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6028!SPC MN N     -   0.99994594  x   0.99993196  =   0.99987791
 DG6028!UTM  15      -   0.99994594  x   0.99996326  =   0.99990920
 DG6028
 DG6028                          SUPERSEDED SURVEY CONTROL
 DG6028
 DG6028  NAD 83(1996)-  48 16 22.46167(N)    095 19 02.37044(W) AD(       ) 1
 DG6028  ELLIP H (03/06/08)  344.929  (m)                       GP(       ) 3 1
 DG6028  NAD 83(2007)-  48 16 22.46076(N)    095 19 02.37004(W) AD(       ) 0
 DG6028  ELLIP H (02/10/07)  344.926  (m)                       GP(       )    
 DG6028  NAD 83(1996)-  48 16 22.46070(N)    095 19 02.36980(W) AD(       ) 1
 DG6028  ELLIP H (06/28/04)  344.919  (m)                       GP(       ) 3 1
 DG6028  NAVD 88 (03/06/08)  372.72   (m)         1222.8    (f) LEVELING    3  
 DG6028  NAVD 88 (06/28/04)  372.71   (m)         1222.8    (f) LEVELING    3  
 DG6028
 DG6028.Superseded values are not recommended for survey control.
 DG6028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6028.See file dsdata.txt to determine how the superseded data were derived.
 DG6028
 DG6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2805649229(NAD 83)
 DG6028
 DG6028_MARKER: DD = SURVEY DISK
 DG6028_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG6028+WITH SETTING: INFORMATION.
 DG6028_STAMPING: 0415 K 2003
 DG6028_MARK LOGO: MNDT  
 DG6028_PROJECTION: FLUSH
 DG6028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6028+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2009
 DG6028_ROD/PIPE-DEPTH:  3.0 meters
 DG6028
 DG6028  HISTORY     - Date     Condition        Report By
 DG6028  HISTORY     - 2003     MONUMENTED       MNDT
 DG6028  HISTORY     - 20030702 GOOD             MNDT
 DG6028  HISTORY     - 20061218 GOOD             MNDT
 DG6028  HISTORY     - 20091209 GOOD             MNDT
 DG6028
 DG6028                          STATION DESCRIPTION
 DG6028
 DG6028'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6028'1 MILE (1.6 KM) SOUTHEAST OF FOURTOWN, 1.05 MILES (1.69 KM) SOUTHEAST
 DG6028'ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY
 DG6028'ROAD 44 IN FOURTOWN, AT TRUNK HIGHWAY 89 MILEPOINT 65.9, 57.3 FEET
 DG6028'(17.5 M) SOUTHWEST OF THE CENTER OF TRUNK HIGHWAY 89, 0.20 MILE (0.32
 DG6028'KM) NORTHWEST OF TRESSELT DRIVE NW, 2.0 FEET (0.6 M) SOUTHWEST OF
 DG6028'WITNESS POST.  THE MARK IS A  GEODETIC CONTROL MARK DISK ON A 3/4 INCH
 DG6028'DIAMETER 10 FOOT DRIVEN ALUMINUM ROD, FLUSH, MAGNETIC.
 DG6028
 DG6028                          STATION RECOVERY (2003)
 DG6028
 DG6028'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6028'THE MARK IS LOCATED 1.0 MI (1.6 KM) SE OF FOURTOWN, 1.05 MI (1.69 KM)
 DG6028'SE ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89 MP
 DG6028'65.9, 57.3 FT (17.5 M) SW OF TH 89, 0.20 MI (0.32 KM) NW OF TRESSELT
 DG6028'DR NW, 2.0 FT (0.6 M) SW OF WIT POST.  THE MARK, A STANDARD MNDT
 DG6028'GEODETIC CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN
 DG6028'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC,
 DG6028'AND SUITABLE FOR GPS.
 DG6028
 DG6028                          STATION RECOVERY (2006)
 DG6028
 DG6028'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DG6028'1 MILE SOUTHEAST OF FOURTOWN, 1.05 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DG6028'89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 44 IN FOURTOWN,
 DG6028'AT TRUNK HIGHWAY 89 MILEPOINT 65.9, 57.3 FEET SOUTHWEST OF TRUNK
 DG6028'HIGHWAY 89, 0.20 MILES NORTHWEST OF TRESSELT DRIVE NORTHWEST, 2.0 FEET
 DG6028'SOUTHWEST OF WITNESS POST.
 DG6028
 DG6028                          STATION RECOVERY (2009)
 DG6028
 DG6028'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DG6028'1 MILE SOUTHEAST OF FOURTOWN, 1.05 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DG6028'89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 44 IN FOURTOWN,
 DG6028'AT TRUNK HIGHWAY 89 MILEPOINT 65.9, 57.3 FEET SOUTHWEST OF TRUNK
 DG6028'HIGHWAY 89, 0.20 MILES NORTHWEST OF TRESSELT DRIVE NORTHWEST, 2.0 FEET
 DG6028'SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6029 ***********************************************************************
 DG6029  DESIGNATION -  0415 L
 DG6029  PID         -  DG6029
 DG6029  STATE/COUNTY-  MN/BELTRAMI
 DG6029  COUNTRY     -  US
 DG6029  USGS QUAD   -  FOUR TOWN (1973)
 DG6029
 DG6029                         *CURRENT SURVEY CONTROL
 DG6029  ______________________________________________________________________
 DG6029* NAD 83(2007) POSITION- 48 15 47.22702(N) 095 18 05.87252(W)   ADJUSTED  
 DG6029* NAD 83(2007) ELLIP HT-   344.957 (meters)        (02/10/07)   ADJUSTED
 DG6029* NAD 83(2007) EPOCH   -  2002.00
 DG6029* NAVD 88 ORTHO HEIGHT -   372.778  (meters)    1223.02  (feet) ADJUSTED  
 DG6029  ______________________________________________________________________
 DG6029  NAD 83(2007) X  -   -393,079.901 (meters)                     COMP
 DG6029  NAD 83(2007) Y  - -4,235,961.435 (meters)                     COMP
 DG6029  NAD 83(2007) Z  -  4,736,660.447 (meters)                     COMP
 DG6029  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC09
 DG6029  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DG6029  DYNAMIC HEIGHT  -        372.855 (meters)     1223.28  (feet) COMP
 DG6029  MODELED GRAVITY -    980,807.4   (mgal)                       NAVD 88
 DG6029
 DG6029  VERT ORDER      -  SECOND    CLASS I
 DG6029
 DG6029  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6029  Type                                         Horiz  Ellip  Dist(km)
 DG6029  -------------------------------------------------------------------
 DG6029  NETWORK                                       0.39   0.53
 DG6029  -------------------------------------------------------------------
 DG6029  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.16   0.22      2.31
 DG6029  -------------------------------------------------------------------
 DG6029  NOTE: Click here for information on individual local accuracy
 DG6029  values and other accuracy information.
 DG6029
 DG6029
 DG6029.The horizontal coordinates were established by GPS observations
 DG6029.and adjusted by the National Geodetic Survey in February 2007.
 DG6029
 DG6029.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6029.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6029
 DG6029.The horizontal coordinates are valid at the epoch date displayed above
 DG6029.which is a decimal equivalence of Year/Month/Day.
 DG6029
 DG6029.The orthometric height was determined by differential leveling and
 DG6029.adjusted in February 2005.
 DG6029
 DG6029.Photographs are available for this station.
 DG6029
 DG6029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6029
 DG6029.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6029
 DG6029.The ellipsoidal height was determined by GPS observations
 DG6029.and is referenced to NAD 83.
 DG6029
 DG6029.The dynamic height is computed by dividing the NAVD 88
 DG6029.geopotential number by the normal gravity value computed on the
 DG6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6029.degrees latitude (g = 980.6199 gals.).
 DG6029
 DG6029.The modeled gravity was interpolated from observed gravity values.
 DG6029
 DG6029. The following values were computed from the NAD 83(2007) position.
 DG6029
 DG6029;                    North         East     Units Scale Factor Converg.
 DG6029;SPC MN N     -   298,342.702   636,573.101   MT  0.99993067   -1 37 54.8
 DG6029;SPC MN N     -   978,812.68  2,088,490.25   sFT  0.99993067   -1 37 54.8
 DG6029;UTM  15      - 5,348,106.214   329,188.687   MT  0.99995850   -1 43 04.5
 DG6029
 DG6029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6029!SPC MN N     -   0.99994594  x   0.99993067  =   0.99987661
 DG6029!UTM  15      -   0.99994594  x   0.99995850  =   0.99990444
 DG6029
 DG6029                          SUPERSEDED SURVEY CONTROL
 DG6029
 DG6029  NAD 83(1996)-  48 15 47.22697(N)    095 18 05.87229(W) AD(       ) 1
 DG6029  ELLIP H (06/28/04)  344.951  (m)                       GP(       ) 3 1
 DG6029  NAVD 88 (06/28/04)  372.76   (m)         1223.0    (f) LEVELING    3  
 DG6029
 DG6029.Superseded values are not recommended for survey control.
 DG6029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6029.See file dsdata.txt to determine how the superseded data were derived.
 DG6029
 DG6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP2918848106(NAD 83)
 DG6029
 DG6029_MARKER: DD = SURVEY DISK
 DG6029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6029_STAMPING: 0415 L 2003
 DG6029_MARK LOGO: MNDT  
 DG6029_PROJECTION: FLUSH
 DG6029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6029+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6029_ROD/PIPE-DEPTH:  3.0 meters
 DG6029
 DG6029  HISTORY     - Date     Condition        Report By
 DG6029  HISTORY     - 2003     MONUMENTED       MNDT
 DG6029  HISTORY     - 20030702 GOOD             MNDT
 DG6029
 DG6029                          STATION DESCRIPTION
 DG6029
 DG6029'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6029'2 MILES SOUTHEAST OF FOURTOWN, 2.05 MILES SOUTHEAST ALONG TRUNKHIGH
 DG6029'WAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 44 IN
 DG6029'FOURTOWN, AT TRUNK HIGHWAY 89 MILEPOINT 64.9, 28.5 FEET SOUTHWEST OF
 DG6029'THE CENTER OF TRUNK HIGHWAY 89, 1.4 FEET SOUTHWEST OF WITNESS POST.
 DG6029'THE MARK IS A GEODETIC CONTROL MARK DISK ON A 3/4 INCH DIAMETER 10
 DG6029'FOOT DRIVEN ALUMINUM ROD, FLUSH, MAGNETIC.
 DG6029
 DG6029                          STATION RECOVERY (2003)
 DG6029
 DG6029'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6029'THE MARK IS LOCATED 1.0 MI (1.6 KM) SE OF FOURTOWN, 1.05 MI (1.69 KM)
 DG6029'SE ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89 MP
 DG6029'65.9, 57.3 FT (17.5 M) SW OF TH 89, 0.20 MI (0.32 KM) NW OF TRESSELT
 DG6029'DR NW, 2.0 FT (0.6 M) SW OF WIT POST.  THE MARK, A STANDARD MNDT
 DG6029'GEODETIC CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN
 DG6029'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC,
 DG6029'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6030 ***********************************************************************
 DG6030  DESIGNATION -  0415 M
 DG6030  PID         -  DG6030
 DG6030  STATE/COUNTY-  MN/BELTRAMI
 DG6030  COUNTRY     -  US
 DG6030  USGS QUAD   -  JELLE NE (1973)
 DG6030
 DG6030                         *CURRENT SURVEY CONTROL
 DG6030  ______________________________________________________________________
 DG6030* NAD 83(2007) POSITION- 48 14 35.58157(N) 095 16 12.91686(W)   ADJUSTED  
 DG6030* NAD 83(2007) ELLIP HT-   346.487 (meters)        (02/10/07)   ADJUSTED
 DG6030* NAD 83(2007) EPOCH   -  2002.00
 DG6030* NAVD 88 ORTHO HEIGHT -   374.373  (meters)    1228.26  (feet) ADJUSTED  
 DG6030  ______________________________________________________________________
 DG6030  NAD 83(2007) X  -   -390,911.884 (meters)                     COMP
 DG6030  NAD 83(2007) Y  - -4,237,821.255 (meters)                     COMP
 DG6030  NAD 83(2007) Z  -  4,735,188.034 (meters)                     COMP
 DG6030  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC09
 DG6030  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DG6030  DYNAMIC HEIGHT  -        374.449 (meters)     1228.50  (feet) COMP
 DG6030  MODELED GRAVITY -    980,802.3   (mgal)                       NAVD 88
 DG6030
 DG6030  VERT ORDER      -  SECOND    CLASS I
 DG6030
 DG6030  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6030  Type                                         Horiz  Ellip  Dist(km)
 DG6030  -------------------------------------------------------------------
 DG6030  NETWORK                                       0.39   0.53
 DG6030  -------------------------------------------------------------------
 DG6030  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.20   0.22      2.27
 DG6030  -------------------------------------------------------------------
 DG6030  NOTE: Click here for information on individual local accuracy
 DG6030  values and other accuracy information.
 DG6030
 DG6030
 DG6030.The horizontal coordinates were established by GPS observations
 DG6030.and adjusted by the National Geodetic Survey in February 2007.
 DG6030
 DG6030.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6030.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6030
 DG6030.The horizontal coordinates are valid at the epoch date displayed above
 DG6030.which is a decimal equivalence of Year/Month/Day.
 DG6030
 DG6030.The orthometric height was determined by differential leveling and
 DG6030.adjusted in February 2005.
 DG6030
 DG6030.Photographs are available for this station.
 DG6030
 DG6030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6030
 DG6030.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6030
 DG6030.The ellipsoidal height was determined by GPS observations
 DG6030.and is referenced to NAD 83.
 DG6030
 DG6030.The dynamic height is computed by dividing the NAVD 88
 DG6030.geopotential number by the normal gravity value computed on the
 DG6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6030.degrees latitude (g = 980.6199 gals.).
 DG6030
 DG6030.The modeled gravity was interpolated from observed gravity values.
 DG6030
 DG6030. The following values were computed from the NAD 83(2007) position.
 DG6030
 DG6030;                    North         East     Units Scale Factor Converg.
 DG6030;SPC MN N     -   296,064.913   638,839.446   MT  0.99992813   -1 36 31.1
 DG6030;SPC MN N     -   971,339.64  2,095,925.75   sFT  0.99992813   -1 36 31.1
 DG6030;UTM  15      - 5,345,824.982   331,451.679   MT  0.99994906   -1 41 38.2
 DG6030
 DG6030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6030!SPC MN N     -   0.99994570  x   0.99992813  =   0.99987383
 DG6030!UTM  15      -   0.99994570  x   0.99994906  =   0.99989476
 DG6030
 DG6030:                Primary Azimuth Mark                     Grid Az
 DG6030:SPC MN N     -  0415 N                                   134 43 50.1
 DG6030:UTM  15      -  0415 N                                   134 48 57.2
 DG6030
 DG6030|---------------------------------------------------------------------|
 DG6030| PID    Reference Object                     Distance      Geod. Az  |
 DG6030|                                                           dddmmss.s |
 DG6030| DG6031 0415 N                              APPROX. 1.4 KM 1330719.0 |
 DG6030|---------------------------------------------------------------------|
 DG6030
 DG6030                          SUPERSEDED SURVEY CONTROL
 DG6030
 DG6030  NAD 83(1996)-  48 14 35.58155(N)    095 16 12.91664(W) AD(       ) 1
 DG6030  ELLIP H (06/28/04)  346.480  (m)                       GP(       ) 3 1
 DG6030  NAVD 88 (06/28/04)  374.36   (m)         1228.2    (f) LEVELING    3  
 DG6030
 DG6030.Superseded values are not recommended for survey control.
 DG6030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6030.See file dsdata.txt to determine how the superseded data were derived.
 DG6030
 DG6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3145145824(NAD 83)
 DG6030
 DG6030_MARKER: DD = SURVEY DISK
 DG6030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6030_STAMPING: 0415 M 2003
 DG6030_MARK LOGO: MNDT  
 DG6030_PROJECTION: RECESSED 3 CENTIMETERS
 DG6030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6030+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6030_ROD/PIPE-DEPTH:  6.1 meters
 DG6030
 DG6030  HISTORY     - Date     Condition        Report By
 DG6030  HISTORY     - 2003     MONUMENTED       MNDT
 DG6030  HISTORY     - 20030702 GOOD             MNDT
 DG6030
 DG6030                          STATION DESCRIPTION
 DG6030
 DG6030'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6030'4 MILES (6.4 KM) EAST OF FOURTOWN, 4.0 MILES (6.4 KM) SOUTHEAST ALONG
 DG6030'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 44
 DG6030'IN FOURTOWN, AT TRUNK HIGHWAY 89 MILEPOINT 62.90, 55.9 FEET (17.0 M)
 DG6030'SOUTHWEST OF THE CENTER OF TRUNK HIGHWAY 89, 21.6 FEET (6.6 M)
 DG6030'NORTHWEST OF CENTER OF LOBERG DR NW, 5.7 FEET (1.7 M) NORTH OF FENCE
 DG6030'CORNER, 1.5 FEET (0.5 M) NORTHEAST OF WITNESS POST.
 DG6030
 DG6030                          STATION RECOVERY (2003)
 DG6030
 DG6030'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6030'THE MARK IS LOCATED 4.0 MI (6.4 KM) EAST OF FOURTOWN, 4.0 MI (6.4 KM)
 DG6030'SE ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89 MP
 DG6030'62.90, 55.9 FT (17.0 M) SW OF TH 89, 21.6 FT (6.6 M) NW OF LOBERG DR
 DG6030'NW, 5.7 FT (1.7 M) NORTH OF FENCE COR, 1.5 FT (0.5 M) NE OF WIT POST.
 DG6030'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG6030'20 FT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN
 DG6030'IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6031 ***********************************************************************
 DG6031  DESIGNATION -  0415 N
 DG6031  PID         -  DG6031
 DG6031  STATE/COUNTY-  MN/BELTRAMI
 DG6031  COUNTRY     -  US
 DG6031  USGS QUAD   -  JELLE NE (1973)
 DG6031
 DG6031                         *CURRENT SURVEY CONTROL
 DG6031  ______________________________________________________________________
 DG6031* NAD 83(2007) POSITION- 48 14 04.86742(N) 095 15 23.82999(W)   ADJUSTED  
 DG6031* NAD 83(2007) ELLIP HT-   348.732 (meters)        (02/10/07)   ADJUSTED
 DG6031* NAD 83(2007) EPOCH   -  2002.00
 DG6031* NAVD 88 ORTHO HEIGHT -   376.639  (meters)    1235.69  (feet) ADJUSTED  
 DG6031  ______________________________________________________________________
 DG6031  NAD 83(2007) X  -   -389,968.330 (meters)                     COMP
 DG6031  NAD 83(2007) Y  - -4,238,620.366 (meters)                     COMP
 DG6031  NAD 83(2007) Z  -  4,734,557.827 (meters)                     COMP
 DG6031  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC09
 DG6031  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 DG6031  DYNAMIC HEIGHT  -        376.715 (meters)     1235.94  (feet) COMP
 DG6031  MODELED GRAVITY -    980,800.1   (mgal)                       NAVD 88
 DG6031
 DG6031  VERT ORDER      -  SECOND    CLASS I
 DG6031
 DG6031  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6031  Type                                         Horiz  Ellip  Dist(km)
 DG6031  -------------------------------------------------------------------
 DG6031  NETWORK                                       0.39   0.51
 DG6031  -------------------------------------------------------------------
 DG6031  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.18   0.35      2.23
 DG6031  -------------------------------------------------------------------
 DG6031  NOTE: Click here for information on individual local accuracy
 DG6031  values and other accuracy information.
 DG6031
 DG6031
 DG6031.The horizontal coordinates were established by GPS observations
 DG6031.and adjusted by the National Geodetic Survey in February 2007.
 DG6031
 DG6031.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6031.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6031
 DG6031.The horizontal coordinates are valid at the epoch date displayed above
 DG6031.which is a decimal equivalence of Year/Month/Day.
 DG6031
 DG6031.The orthometric height was determined by differential leveling and
 DG6031.adjusted in February 2005.
 DG6031
 DG6031.Photographs are available for this station.
 DG6031
 DG6031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6031
 DG6031.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6031
 DG6031.The ellipsoidal height was determined by GPS observations
 DG6031.and is referenced to NAD 83.
 DG6031
 DG6031.The dynamic height is computed by dividing the NAVD 88
 DG6031.geopotential number by the normal gravity value computed on the
 DG6031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6031.degrees latitude (g = 980.6199 gals.).
 DG6031
 DG6031.The modeled gravity was interpolated from observed gravity values.
 DG6031
 DG6031. The following values were computed from the NAD 83(2007) position.
 DG6031
 DG6031;                    North         East     Units Scale Factor Converg.
 DG6031;SPC MN N     -   295,088.329   639,825.257   MT  0.99992709   -1 35 54.7
 DG6031;SPC MN N     -   968,135.63  2,099,160.03   sFT  0.99992709   -1 35 54.7
 DG6031;UTM  15      - 5,344,846.915   332,436.056   MT  0.99994500   -1 41 00.8
 DG6031
 DG6031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6031!SPC MN N     -   0.99994535  x   0.99992709  =   0.99987244
 DG6031!UTM  15      -   0.99994535  x   0.99994500  =   0.99989035
 DG6031
 DG6031:                Primary Azimuth Mark                     Grid Az
 DG6031:SPC MN N     -  0415 P                                   151 05 42.4
 DG6031:UTM  15      -  0415 P                                   151 10 48.5
 DG6031
 DG6031|---------------------------------------------------------------------|
 DG6031| PID    Reference Object                     Distance      Geod. Az  |
 DG6031|                                                           dddmmss.s |
 DG6031| DG6032 0415 P                              APPROX. 1.2 KM 1492947.7 |
 DG6031|---------------------------------------------------------------------|
 DG6031
 DG6031                          SUPERSEDED SURVEY CONTROL
 DG6031
 DG6031  NAD 83(1996)-  48 14 04.86745(N)    095 15 23.82980(W) AD(       ) 1
 DG6031  ELLIP H (06/28/04)  348.724  (m)                       GP(       ) 3 1
 DG6031  NAVD 88 (06/28/04)  376.62   (m)         1235.6    (f) LEVELING    3  
 DG6031
 DG6031.Superseded values are not recommended for survey control.
 DG6031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6031.See file dsdata.txt to determine how the superseded data were derived.
 DG6031
 DG6031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3243644846(NAD 83)
 DG6031
 DG6031_MARKER: DD = SURVEY DISK
 DG6031_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6031_STAMPING: 0415 N 2003
 DG6031_MARK LOGO: MNDT  
 DG6031_PROJECTION: FLUSH
 DG6031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6031+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6031_ROD/PIPE-DEPTH:  3.0 meters
 DG6031
 DG6031  HISTORY     - Date     Condition        Report By
 DG6031  HISTORY     - 2003     MONUMENTED       MNDT
 DG6031  HISTORY     - 20030702 GOOD             MNDT
 DG6031
 DG6031                          STATION DESCRIPTION
 DG6031
 DG6031'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6031'5 MILES (8.0 KM) SOUTHEAST OF FOURTOWN, 4.85 MILES (7.81 KM) SOUTHEAST
 DG6031'ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY
 DG6031'ROAD 44 IN FOURTOWN, AT TRUNK HIGHWAY 89 MILEPOINT 62.05, 35.7 FEET
 DG6031'(10.9 M) SOUTHWEST OF CENTER OF TRUNK HIGHWAY 89, 15.6 FEET (4.8 M)
 DG6031'SOUTHEAST OF EXTENDED CENTERLINE OF DRIVEWAY 59820, 5.9 FEET (1.8 M)
 DG6031'NORTHWEST OF WITNESS POST.  THE MARK IS A GEODETIC CONTROL MARK DISK
 DG6031'ON A 3/4 INCH DIAMETER 10 FOOT DRIVEN ALUMINUM ROD, FLUSH, MAGNETIC.
 DG6031
 DG6031                          STATION RECOVERY (2003)
 DG6031
 DG6031'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6031'THE MARK IS LOCATED 5.0 MI (8.0 KM) SE OF FOURTOWN, 4.85 MI (7.81 KM)
 DG6031'SE ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN FOURTOWN, AT TH 89 MP
 DG6031'62.05, 35.7 FT (10.9 M) SW OF TH 89, 15.6 FT (4.8 M) SE OF EXTENDED
 DG6031'CENTERLINE OF DRIVEWAY NO 59820, 5.9 FT (1.8 M) NW OF WIT POST.  THE
 DG6031'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 10 FT
 DG6031'(3.0 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS,
 DG6031'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6032 ***********************************************************************
 DG6032  DESIGNATION -  0415 P
 DG6032  PID         -  DG6032
 DG6032  STATE/COUNTY-  MN/BELTRAMI
 DG6032  COUNTRY     -  US
 DG6032  USGS QUAD   -  THORHULT (1973)
 DG6032
 DG6032                         *CURRENT SURVEY CONTROL
 DG6032  ______________________________________________________________________
 DG6032* NAD 83(2007) POSITION- 48 13 32.28959(N) 095 14 55.10791(W)   ADJUSTED  
 DG6032* NAD 83(2007) ELLIP HT-   349.160 (meters)        (02/10/07)   ADJUSTED
 DG6032* NAD 83(2007) EPOCH   -  2002.00
 DG6032* NAVD 88 ORTHO HEIGHT -   377.083  (meters)    1237.15  (feet) ADJUSTED  
 DG6032  ______________________________________________________________________
 DG6032  NAD 83(2007) X  -   -389,446.787 (meters)                     COMP
 DG6032  NAD 83(2007) Y  - -4,239,422.291 (meters)                     COMP
 DG6032  NAD 83(2007) Z  -  4,733,887.809 (meters)                     COMP
 DG6032  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC09
 DG6032  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DG6032  DYNAMIC HEIGHT  -        377.158 (meters)     1237.39  (feet) COMP
 DG6032  MODELED GRAVITY -    980,798.2   (mgal)                       NAVD 88
 DG6032
 DG6032  VERT ORDER      -  SECOND    CLASS I
 DG6032
 DG6032  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6032  Type                                         Horiz  Ellip  Dist(km)
 DG6032  -------------------------------------------------------------------
 DG6032  NETWORK                                       0.39   0.51
 DG6032  -------------------------------------------------------------------
 DG6032  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.18   0.35      1.80
 DG6032  -------------------------------------------------------------------
 DG6032  NOTE: Click here for information on individual local accuracy
 DG6032  values and other accuracy information.
 DG6032
 DG6032
 DG6032.The horizontal coordinates were established by GPS observations
 DG6032.and adjusted by the National Geodetic Survey in February 2007.
 DG6032
 DG6032.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6032.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6032
 DG6032.The horizontal coordinates are valid at the epoch date displayed above
 DG6032.which is a decimal equivalence of Year/Month/Day.
 DG6032
 DG6032.The orthometric height was determined by differential leveling and
 DG6032.adjusted in February 2005.
 DG6032
 DG6032.Photographs are available for this station.
 DG6032
 DG6032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6032
 DG6032.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6032
 DG6032.The ellipsoidal height was determined by GPS observations
 DG6032.and is referenced to NAD 83.
 DG6032
 DG6032.The dynamic height is computed by dividing the NAVD 88
 DG6032.geopotential number by the normal gravity value computed on the
 DG6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6032.degrees latitude (g = 980.6199 gals.).
 DG6032
 DG6032.The modeled gravity was interpolated from observed gravity values.
 DG6032
 DG6032. The following values were computed from the NAD 83(2007) position.
 DG6032
 DG6032;                    North         East     Units Scale Factor Converg.
 DG6032;SPC MN N     -   294,066.044   640,389.702   MT  0.99992600   -1 35 33.4
 DG6032;SPC MN N     -   964,781.68  2,101,011.88   sFT  0.99992600   -1 35 33.4
 DG6032;UTM  15      - 5,343,823.777   332,998.996   MT  0.99994268   -1 40 38.5
 DG6032
 DG6032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6032!SPC MN N     -   0.99994528  x   0.99992600  =   0.99987128
 DG6032!UTM  15      -   0.99994528  x   0.99994268  =   0.99988796
 DG6032
 DG6032:                Primary Azimuth Mark                     Grid Az
 DG6032:SPC MN N     -  0415 N                                   331 05 42.5
 DG6032:UTM  15      -  0415 N                                   331 10 47.6
 DG6032
 DG6032|---------------------------------------------------------------------|
 DG6032| PID    Reference Object                     Distance      Geod. Az  |
 DG6032|                                                           dddmmss.s |
 DG6032| DG6031 0415 N                              APPROX. 1.2 KM 3293009.1 |
 DG6032|---------------------------------------------------------------------|
 DG6032
 DG6032                          SUPERSEDED SURVEY CONTROL
 DG6032
 DG6032  NAD 83(1996)-  48 13 32.28963(N)    095 14 55.10773(W) AD(       ) 1
 DG6032  ELLIP H (06/28/04)  349.151  (m)                       GP(       ) 3 1
 DG6032  NAVD 88 (06/28/04)  377.07   (m)         1237.1    (f) LEVELING    3  
 DG6032
 DG6032.Superseded values are not recommended for survey control.
 DG6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6032.See file dsdata.txt to determine how the superseded data were derived.
 DG6032
 DG6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3299843823(NAD 83)
 DG6032
 DG6032_MARKER: DD = SURVEY DISK
 DG6032_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6032_STAMPING: 0415 P 2003
 DG6032_MARK LOGO: MNDT  
 DG6032_PROJECTION: RECESSED 3 CENTIMETERS
 DG6032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6032+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6032_ROD/PIPE-DEPTH:  7.0 meters
 DG6032
 DG6032  HISTORY     - Date     Condition        Report By
 DG6032  HISTORY     - 2003     MONUMENTED       MNDT
 DG6032  HISTORY     - 20030702 GOOD             MNDT
 DG6032
 DG6032                          STATION DESCRIPTION
 DG6032
 DG6032'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6032'0.5 MILE (0.8 KM) SOUTH OF THORHULT, 0.3 MILE (0.5 KM) SOUTH ALONG
 DG6032'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 42
 DG6032'IN THORHULT, AT TRUNK HIGHWAY 89 MILEPOINT 61.30, 48.5 FEET (14.8 M)
 DG6032'WEST OF CENTER OF TRUNK HIGHWAY 89, 9.9 FEET (3.0 M) NORTH OF CENTER
 DG6032'OF ENTRANCE, 5.2 FEET (1.6 M) SOUTH OF WITNESS POST.
 DG6032
 DG6032                          STATION RECOVERY (2003)
 DG6032
 DG6032'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6032'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF THORHULT, 0.30 MI (0.48
 DG6032'KM) SOUTH ALONG TH 89 FROM JCT OF TH 89 AND CO RD 42 (THORHULT RD NW)
 DG6032'IN THORHULT, AT TH 89 MP 61.30, 48.5 FT (14.8 M) WEST OF TH 89, 9.9 FT
 DG6032'(3.0 M) NORTH OF ENT, 5.2 FT (1.6 M) SOUTH OF WIT POST. THE MARK, A
 DG6032'STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 23 FT (7.0 M)
 DG6032'DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, RECESSED 1
 DG6032'INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6033 ***********************************************************************
 DG6033  DESIGNATION -  0415 Q
 DG6033  PID         -  DG6033
 DG6033  STATE/COUNTY-  MN/BELTRAMI
 DG6033  COUNTRY     -  US
 DG6033  USGS QUAD   -  THORHULT (1973)
 DG6033
 DG6033                         *CURRENT SURVEY CONTROL
 DG6033  ______________________________________________________________________
 DG6033* NAD 83(2007) POSITION- 48 11 45.70148(N) 095 14 53.82596(W)   ADJUSTED  
 DG6033* NAD 83(2007) ELLIP HT-   349.124 (meters)        (02/10/07)   ADJUSTED
 DG6033* NAD 83(2007) EPOCH   -  2002.00
 DG6033* NAVD 88 ORTHO HEIGHT -   377.058  (meters)    1237.06  (feet) ADJUSTED  
 DG6033  ______________________________________________________________________
 DG6033  NAD 83(2007) X  -   -389,644.984 (meters)                     COMP
 DG6033  NAD 83(2007) Y  - -4,241,869.218 (meters)                     COMP
 DG6033  NAD 83(2007) Z  -  4,731,693.753 (meters)                     COMP
 DG6033  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC09
 DG6033  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DG6033  DYNAMIC HEIGHT  -        377.131 (meters)     1237.30  (feet) COMP
 DG6033  MODELED GRAVITY -    980,793.1   (mgal)                       NAVD 88
 DG6033
 DG6033  VERT ORDER      -  SECOND    CLASS I
 DG6033
 DG6033  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6033  Type                                         Horiz  Ellip  Dist(km)
 DG6033  -------------------------------------------------------------------
 DG6033  NETWORK                                       0.47   0.55
 DG6033  -------------------------------------------------------------------
 DG6033  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.30   0.31      1.53
 DG6033  -------------------------------------------------------------------
 DG6033  NOTE: Click here for information on individual local accuracy
 DG6033  values and other accuracy information.
 DG6033
 DG6033
 DG6033.The horizontal coordinates were established by GPS observations
 DG6033.and adjusted by the National Geodetic Survey in February 2007.
 DG6033
 DG6033.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6033.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6033
 DG6033.The horizontal coordinates are valid at the epoch date displayed above
 DG6033.which is a decimal equivalence of Year/Month/Day.
 DG6033
 DG6033.The orthometric height was determined by differential leveling and
 DG6033.adjusted in February 2005.
 DG6033
 DG6033.Photographs are available for this station.
 DG6033
 DG6033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6033
 DG6033.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6033
 DG6033.The ellipsoidal height was determined by GPS observations
 DG6033.and is referenced to NAD 83.
 DG6033
 DG6033.The dynamic height is computed by dividing the NAVD 88
 DG6033.geopotential number by the normal gravity value computed on the
 DG6033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6033.degrees latitude (g = 980.6199 gals.).
 DG6033
 DG6033.The modeled gravity was interpolated from observed gravity values.
 DG6033
 DG6033. The following values were computed from the NAD 83(2007) position.
 DG6033
 DG6033;                    North         East     Units Scale Factor Converg.
 DG6033;SPC MN N     -   290,774.606   640,324.670   MT  0.99992261   -1 35 32.5
 DG6033;SPC MN N     -   953,983.02  2,100,798.52   sFT  0.99992261   -1 35 32.5
 DG6033;UTM  15      - 5,340,532.378   332,929.116   MT  0.99994297   -1 40 34.8
 DG6033
 DG6033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6033!SPC MN N     -   0.99994529  x   0.99992261  =   0.99986790
 DG6033!UTM  15      -   0.99994529  x   0.99994297  =   0.99988826
 DG6033
 DG6033:                Primary Azimuth Mark                     Grid Az
 DG6033:SPC MN N     -  0415 R                                   181 02 08.3
 DG6033:UTM  15      -  0415 R                                   181 07 10.6
 DG6033
 DG6033|---------------------------------------------------------------------|
 DG6033| PID    Reference Object                     Distance      Geod. Az  |
 DG6033|                                                           dddmmss.s |
 DG6033| DG6034 0415 R                              APPROX. 1.5 KM 1792635.8 |
 DG6033|---------------------------------------------------------------------|
 DG6033
 DG6033                          SUPERSEDED SURVEY CONTROL
 DG6033
 DG6033  NAD 83(1996)-  48 11 45.70151(N)    095 14 53.82573(W) AD(       ) 1
 DG6033  ELLIP H (06/28/04)  349.117  (m)                       GP(       ) 3 1
 DG6033  NAVD 88 (06/28/04)  377.04   (m)         1237.0    (f) LEVELING    3  
 DG6033
 DG6033.Superseded values are not recommended for survey control.
 DG6033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6033.See file dsdata.txt to determine how the superseded data were derived.
 DG6033
 DG6033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3292940532(NAD 83)
 DG6033
 DG6033_MARKER: DD = SURVEY DISK
 DG6033_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6033_STAMPING: 0415 Q 2003
 DG6033_MARK LOGO: MNDT  
 DG6033_PROJECTION: RECESSED 3 CENTIMETERS
 DG6033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6033+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6033_ROD/PIPE-DEPTH:  9.1 meters
 DG6033
 DG6033  HISTORY     - Date     Condition        Report By
 DG6033  HISTORY     - 2003     MONUMENTED       MNDT
 DG6033  HISTORY     - 20030702 GOOD             MNDT
 DG6033
 DG6033                          STATION DESCRIPTION
 DG6033
 DG6033'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6033'2.5 MILES (4.02 KM) SOUTH OF THORHULT, 2.35 MILES (3.78 KM) SOUTH
 DG6033'ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY
 DG6033'ROAD 42 (THORHULT ROAD NW ) IN THORHULT, AT TRUNK HIGHWAY 89 MILEPOINT
 DG6033'59.25, 63.6 FEET (19.4 M) WEST OF THE CENTER OF TRUNK HIGHWAY 89, 12.4
 DG6033'FEET (3.8 M) NORTH OF THE CENTER OF ENTRANCE, 0.15 MILE (0.24 KM)
 DG6033'NORTH OF  RESERVATION BOUNDARY, 4.3 FEET (1.3 M) SOUTH OF WITNESS
 DG6033'POST.
 DG6033
 DG6033                          STATION RECOVERY (2003)
 DG6033
 DG6033'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6033'THE MARK IS LOCATED 2.50 MI (4.02 KM) SOUTH OF THORHULT, 2.35 MI (3.78
 DG6033'KM) SOUTH ALONG TH 89 FROM JCT OF TH 89 AND CO RD 42 (THORHULT RD NW)
 DG6033'IN THORHULT, AT TH 89 MP 59.25, 63.6 FT (19.4 M) WEST OF TH 89, 12.4
 DG6033'FT (3.8 M) NORTH OF ENT, 0.15 MI (0.24 KM) NORTH OF RED LAKE INDIAN
 DG6033'RESERVATION, 4.3 FT (1.3 M) SOUTH OF WIT POST.  THE MARK, A STANDARD
 DG6033'MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN
 DG6033'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH,
 DG6033'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6034 ***********************************************************************
 DG6034  DESIGNATION -  0415 R
 DG6034  PID         -  DG6034
 DG6034  STATE/COUNTY-  MN/BELTRAMI
 DG6034  COUNTRY     -  US
 DG6034  USGS QUAD   -  THORHULT (1973)
 DG6034
 DG6034                         *CURRENT SURVEY CONTROL
 DG6034  ______________________________________________________________________
 DG6034* NAD 83(2007) POSITION- 48 10 56.28420(N) 095 14 53.10792(W)   ADJUSTED  
 DG6034* NAD 83(2007) ELLIP HT-   348.109 (meters)        (02/10/07)   ADJUSTED
 DG6034* NAD 83(2007) EPOCH   -  2002.00
 DG6034* NAVD 88 ORTHO HEIGHT -   376.050  (meters)    1233.76  (feet) ADJUSTED  
 DG6034  ______________________________________________________________________
 DG6034  NAD 83(2007) X  -   -389,734.222 (meters)                     COMP
 DG6034  NAD 83(2007) Y  - -4,243,002.868 (meters)                     COMP
 DG6034  NAD 83(2007) Z  -  4,730,675.355 (meters)                     COMP
 DG6034  LAPLACE CORR    -         -5.19  (seconds)                    DEFLEC09
 DG6034  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DG6034  DYNAMIC HEIGHT  -        376.121 (meters)     1233.99  (feet) COMP
 DG6034  MODELED GRAVITY -    980,790.7   (mgal)                       NAVD 88
 DG6034
 DG6034  VERT ORDER      -  SECOND    CLASS I
 DG6034
 DG6034  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6034  Type                                         Horiz  Ellip  Dist(km)
 DG6034  -------------------------------------------------------------------
 DG6034  NETWORK                                       0.44   0.51
 DG6034  -------------------------------------------------------------------
 DG6034  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.29      2.29
 DG6034  -------------------------------------------------------------------
 DG6034  NOTE: Click here for information on individual local accuracy
 DG6034  values and other accuracy information.
 DG6034
 DG6034
 DG6034.The horizontal coordinates were established by GPS observations
 DG6034.and adjusted by the National Geodetic Survey in February 2007.
 DG6034
 DG6034.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6034.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6034
 DG6034.The horizontal coordinates are valid at the epoch date displayed above
 DG6034.which is a decimal equivalence of Year/Month/Day.
 DG6034
 DG6034.The orthometric height was determined by differential leveling and
 DG6034.adjusted in February 2005.
 DG6034
 DG6034.Photographs are available for this station.
 DG6034
 DG6034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6034
 DG6034.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6034
 DG6034.The ellipsoidal height was determined by GPS observations
 DG6034.and is referenced to NAD 83.
 DG6034
 DG6034.The dynamic height is computed by dividing the NAVD 88
 DG6034.geopotential number by the normal gravity value computed on the
 DG6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6034.degrees latitude (g = 980.6199 gals.).
 DG6034
 DG6034.The modeled gravity was interpolated from observed gravity values.
 DG6034
 DG6034. The following values were computed from the NAD 83(2007) position.
 DG6034
 DG6034;                    North         East     Units Scale Factor Converg.
 DG6034;SPC MN N     -   289,248.540   640,297.083   MT  0.99992113   -1 35 31.9
 DG6034;SPC MN N     -   948,976.25  2,100,708.01   sFT  0.99992113   -1 35 31.9
 DG6034;UTM  15      - 5,339,006.321   332,899.297   MT  0.99994310   -1 40 32.9
 DG6034
 DG6034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6034!SPC MN N     -   0.99994544  x   0.99992113  =   0.99986658
 DG6034!UTM  15      -   0.99994544  x   0.99994310  =   0.99988855
 DG6034
 DG6034:                Primary Azimuth Mark                     Grid Az
 DG6034:SPC MN N     -  0415 S                                   204 13 09.1
 DG6034:UTM  15      -  0415 S                                   204 18 10.1
 DG6034
 DG6034|---------------------------------------------------------------------|
 DG6034| PID    Reference Object                     Distance      Geod. Az  |
 DG6034|                                                           dddmmss.s |
 DG6034| DG6035 0415 S                              APPROX. 0.8 KM 2023737.2 |
 DG6034|---------------------------------------------------------------------|
 DG6034
 DG6034                          SUPERSEDED SURVEY CONTROL
 DG6034
 DG6034  NAD 83(1996)-  48 10 56.28422(N)    095 14 53.10767(W) AD(       ) 1
 DG6034  ELLIP H (06/28/04)  348.102  (m)                       GP(       ) 3 1
 DG6034  NAVD 88 (06/28/04)  376.03   (m)         1233.7    (f) LEVELING    3  
 DG6034
 DG6034.Superseded values are not recommended for survey control.
 DG6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6034.See file dsdata.txt to determine how the superseded data were derived.
 DG6034
 DG6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3289939006(NAD 83)
 DG6034
 DG6034_MARKER: DD = SURVEY DISK
 DG6034_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6034_STAMPING: 0415 R 2003
 DG6034_MARK LOGO: MNDT  
 DG6034_PROJECTION: RECESSED 3 CENTIMETERS
 DG6034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6034+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6034_ROD/PIPE-DEPTH:  6.1 meters
 DG6034
 DG6034  HISTORY     - Date     Condition        Report By
 DG6034  HISTORY     - 2003     MONUMENTED       MNDT
 DG6034  HISTORY     - 20030702 GOOD             MNDT
 DG6034
 DG6034                          STATION DESCRIPTION
 DG6034
 DG6034'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6034'3.5 MILES (5.63 KM) SOUTH OF THORHULT, 3.35 MILES (5.39 KM) SOUTH
 DG6034'ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY
 DG6034'ROAD 42 (THORHULT ROAD NW ) IN THORHULT, AT TRUNK HIGHWAY 89 MILEPOINT
 DG6034'58.25, 26.7 FEET (8.1 M) WEST OF THE CENTER OF TRUNK HIGHWAY 89, 2.0
 DG6034'FEET (0.6 M) SOUTH OF WITNESS POST.
 DG6034
 DG6034                          STATION RECOVERY (2003)
 DG6034
 DG6034'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6034'THE MARK IS LOCATED 3.50 MI (5.63 KM) SOUTH OF THORHULT, 3.35 MI (5.39
 DG6034'KM) SOUTH ALONG TH 89 FROM JCT OF TH 89 AND CO RD 42 (THORHULT RD NW)
 DG6034'IN THORHULT, AT TH 89 MP 58.25, 26.7 FT (8.1 M) WEST OF TH 89, 2.0 FT
 DG6034'(0.6 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG6034'MARK DISK SET ON TOP OF A 20 FT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3
 DG6034'FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DG6034'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6035 ***********************************************************************
 DG6035  DESIGNATION -  0415 S
 DG6035  PID         -  DG6035
 DG6035  STATE/COUNTY-  MN/BELTRAMI
 DG6035  COUNTRY     -  US
 DG6035  USGS QUAD   -  JELLE NE (1973)
 DG6035
 DG6035                         *CURRENT SURVEY CONTROL
 DG6035  ______________________________________________________________________
 DG6035* NAD 83(2007) POSITION- 48 10 33.05327(N) 095 15 07.58488(W)   ADJUSTED  
 DG6035* NAD 83(2007) ELLIP HT-   352.540 (meters)        (02/10/07)   ADJUSTED
 DG6035* NAD 83(2007) EPOCH   -  2002.00
 DG6035* NAVD 88 ORTHO HEIGHT -   380.475  (meters)    1248.28  (feet) ADJUSTED  
 DG6035  ______________________________________________________________________
 DG6035  NAD 83(2007) X  -   -390,081.244 (meters)                     COMP
 DG6035  NAD 83(2007) Y  - -4,243,510.962 (meters)                     COMP
 DG6035  NAD 83(2007) Z  -  4,730,200.173 (meters)                     COMP
 DG6035  LAPLACE CORR    -         -5.21  (seconds)                    DEFLEC09
 DG6035  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DG6035  DYNAMIC HEIGHT  -        380.547 (meters)     1248.51  (feet) COMP
 DG6035  MODELED GRAVITY -    980,789.7   (mgal)                       NAVD 88
 DG6035
 DG6035  VERT ORDER      -  SECOND    CLASS I
 DG6035
 DG6035  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6035  Type                                         Horiz  Ellip  Dist(km)
 DG6035  -------------------------------------------------------------------
 DG6035  NETWORK                                       0.44   0.53
 DG6035  -------------------------------------------------------------------
 DG6035  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.31      2.11
 DG6035  -------------------------------------------------------------------
 DG6035  NOTE: Click here for information on individual local accuracy
 DG6035  values and other accuracy information.
 DG6035
 DG6035
 DG6035.The horizontal coordinates were established by GPS observations
 DG6035.and adjusted by the National Geodetic Survey in February 2007.
 DG6035
 DG6035.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6035.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6035
 DG6035.The horizontal coordinates are valid at the epoch date displayed above
 DG6035.which is a decimal equivalence of Year/Month/Day.
 DG6035
 DG6035.The orthometric height was determined by differential leveling and
 DG6035.adjusted in February 2005.
 DG6035
 DG6035.Photographs are available for this station.
 DG6035
 DG6035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6035
 DG6035.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6035
 DG6035.The ellipsoidal height was determined by GPS observations
 DG6035.and is referenced to NAD 83.
 DG6035
 DG6035.The dynamic height is computed by dividing the NAVD 88
 DG6035.geopotential number by the normal gravity value computed on the
 DG6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6035.degrees latitude (g = 980.6199 gals.).
 DG6035
 DG6035.The modeled gravity was interpolated from observed gravity values.
 DG6035
 DG6035. The following values were computed from the NAD 83(2007) position.
 DG6035
 DG6035;                    North         East     Units Scale Factor Converg.
 DG6035;SPC MN N     -   288,539.654   639,978.212   MT  0.99992045   -1 35 42.7
 DG6035;SPC MN N     -   946,650.51  2,099,661.85   sFT  0.99992045   -1 35 42.7
 DG6035;UTM  15      - 5,338,297.884   332,579.385   MT  0.99994441   -1 40 43.1
 DG6035
 DG6035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6035!SPC MN N     -   0.99994475  x   0.99992045  =   0.99986520
 DG6035!UTM  15      -   0.99994475  x   0.99994441  =   0.99988916
 DG6035
 DG6035:                Primary Azimuth Mark                     Grid Az
 DG6035:SPC MN N     -  0415 R                                   024 13 09.1
 DG6035:UTM  15      -  0415 R                                   024 18 09.5
 DG6035
 DG6035|---------------------------------------------------------------------|
 DG6035| PID    Reference Object                     Distance      Geod. Az  |
 DG6035|                                                           dddmmss.s |
 DG6035| DG6034 0415 R                              APPROX. 0.8 KM 0223726.4 |
 DG6035|---------------------------------------------------------------------|
 DG6035
 DG6035                          SUPERSEDED SURVEY CONTROL
 DG6035
 DG6035  NAD 83(1996)-  48 10 33.05329(N)    095 15 07.58462(W) AD(       ) 1
 DG6035  ELLIP H (06/28/04)  352.533  (m)                       GP(       ) 3 1
 DG6035  NAVD 88 (06/28/04)  380.45   (m)         1248.2    (f) LEVELING    3  
 DG6035
 DG6035.Superseded values are not recommended for survey control.
 DG6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6035.See file dsdata.txt to determine how the superseded data were derived.
 DG6035
 DG6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3257938297(NAD 83)
 DG6035
 DG6035_MARKER: DD = SURVEY DISK
 DG6035_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6035_STAMPING: 0415 S 2003
 DG6035_MARK LOGO: MNDT  
 DG6035_PROJECTION: RECESSED 5 CENTIMETERS
 DG6035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6035+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6035_ROD/PIPE-DEPTH:  7.6 meters
 DG6035
 DG6035  HISTORY     - Date     Condition        Report By
 DG6035  HISTORY     - 2003     MONUMENTED       MNDT
 DG6035  HISTORY     - 20030702 GOOD             MNDT
 DG6035
 DG6035                          STATION DESCRIPTION
 DG6035
 DG6035'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6035'4 MILES (6.4 KM) SOUTH OF THORHULT, 3.85 MILES (6.20 KM) SOUTH ALONG
 DG6035'TRUNK HIGHWAY 89 FROM  THE JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY
 DG6035'ROAD 44 IN THORHULT, AT TRUNK HIGHWAY 89 MILEPOINT 57.75, 49.0 FEET
 DG6035'(14.9 M) WEST NORTHWEST OF THE CENTER OF TRUNK HIGHWAY 89, 2.0 FEET
 DG6035'(0.6 M) SOUTH OF WITNESS POST.
 DG6035
 DG6035                          STATION RECOVERY (2003)
 DG6035
 DG6035'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6035'THE MARK IS LOCATED 4.0 MI (6.4 KM) SOUTH OF THORHULT, 3.85 MI (6.20
 DG6035'KM) SOUTH ALONG TH 89 FROM JCT OF TH 89 AND CO RD 44 IN THORHULT, AT
 DG6035'TH 89 MP 57.75, 49.0 FT (14.9 M) WNW OF TH 89, 2.0 FT (0.6 M) SOUTH OF
 DG6035'WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON
 DG6035'TOP OF A 25 FT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M)
 DG6035'STABILIZER FIN IS, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6036 ***********************************************************************
 DG6036  DESIGNATION -  0415 T
 DG6036  PID         -  DG6036
 DG6036  STATE/COUNTY-  MN/BELTRAMI
 DG6036  COUNTRY     -  US
 DG6036  USGS QUAD   -  JELLE NE (1973)
 DG6036
 DG6036                         *CURRENT SURVEY CONTROL
 DG6036  ______________________________________________________________________
 DG6036* NAD 83(2007) POSITION- 48 08 35.62642(N) 095 15 17.91836(W)   ADJUSTED  
 DG6036* NAD 83(2007) ELLIP HT-   357.648 (meters)        (02/10/07)   ADJUSTED
 DG6036* NAD 83(2007) EPOCH   -  2002.00
 DG6036* NAVD 88 ORTHO HEIGHT -   385.593  (meters)    1265.07  (feet) ADJUSTED  
 DG6036  ______________________________________________________________________
 DG6036  NAD 83(2007) X  -   -390,541.642 (meters)                     COMP
 DG6036  NAD 83(2007) Y  - -4,246,185.712 (meters)                     COMP
 DG6036  NAD 83(2007) Z  -  4,727,784.442 (meters)                     COMP
 DG6036  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC09
 DG6036  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DG6036  DYNAMIC HEIGHT  -        385.664 (meters)     1265.30  (feet) COMP
 DG6036  MODELED GRAVITY -    980,784.0   (mgal)                       NAVD 88
 DG6036
 DG6036  VERT ORDER      -  SECOND    CLASS I
 DG6036
 DG6036  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6036  Type                                         Horiz  Ellip  Dist(km)
 DG6036  -------------------------------------------------------------------
 DG6036  NETWORK                                       0.44   0.51
 DG6036  -------------------------------------------------------------------
 DG6036  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.21   0.24      2.11
 DG6036  -------------------------------------------------------------------
 DG6036  NOTE: Click here for information on individual local accuracy
 DG6036  values and other accuracy information.
 DG6036
 DG6036
 DG6036.The horizontal coordinates were established by GPS observations
 DG6036.and adjusted by the National Geodetic Survey in February 2007.
 DG6036
 DG6036.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6036.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6036
 DG6036.The horizontal coordinates are valid at the epoch date displayed above
 DG6036.which is a decimal equivalence of Year/Month/Day.
 DG6036
 DG6036.The orthometric height was determined by differential leveling and
 DG6036.adjusted in February 2005.
 DG6036
 DG6036.Photographs are available for this station.
 DG6036
 DG6036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6036
 DG6036.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6036
 DG6036.The ellipsoidal height was determined by GPS observations
 DG6036.and is referenced to NAD 83.
 DG6036
 DG6036.The dynamic height is computed by dividing the NAVD 88
 DG6036.geopotential number by the normal gravity value computed on the
 DG6036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6036.degrees latitude (g = 980.6199 gals.).
 DG6036
 DG6036.The modeled gravity was interpolated from observed gravity values.
 DG6036
 DG6036. The following values were computed from the NAD 83(2007) position.
 DG6036
 DG6036;                    North         East     Units Scale Factor Converg.
 DG6036;SPC MN N     -   284,920.333   639,663.742   MT  0.99991723   -1 35 50.3
 DG6036;SPC MN N     -   934,776.13  2,098,630.13   sFT  0.99991723   -1 35 50.3
 DG6036;UTM  15      - 5,334,678.928   332,259.662   MT  0.99994573   -1 40 47.8
 DG6036
 DG6036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6036!SPC MN N     -   0.99994395  x   0.99991723  =   0.99986118
 DG6036!UTM  15      -   0.99994395  x   0.99994573  =   0.99988968
 DG6036
 DG6036:                Primary Azimuth Mark                     Grid Az
 DG6036:SPC MN N     -  0415 U                                   172 08 28.3
 DG6036:UTM  15      -  0415 U                                   172 13 25.8
 DG6036
 DG6036|---------------------------------------------------------------------|
 DG6036| PID    Reference Object                     Distance      Geod. Az  |
 DG6036|                                                           dddmmss.s |
 DG6036| DG6037 0415 U                              APPROX. 1.3 KM 1703238.0 |
 DG6036|---------------------------------------------------------------------|
 DG6036
 DG6036                          SUPERSEDED SURVEY CONTROL
 DG6036
 DG6036  NAD 83(1996)-  48 08 35.62640(N)    095 15 17.91806(W) AD(       ) 1
 DG6036  ELLIP H (06/28/04)  357.640  (m)                       GP(       ) 3 1
 DG6036  NAVD 88 (06/28/04)  385.57   (m)         1265.0    (f) LEVELING    3  
 DG6036
 DG6036.Superseded values are not recommended for survey control.
 DG6036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6036.See file dsdata.txt to determine how the superseded data were derived.
 DG6036
 DG6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3225934678(NAD 83)
 DG6036
 DG6036_MARKER: DD = SURVEY DISK
 DG6036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6036_STAMPING: 0415 T 2003
 DG6036_MARK LOGO: MNDT  
 DG6036_PROJECTION: RECESSED 3 CENTIMETERS
 DG6036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6036+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 DG6036_ROD/PIPE-DEPTH:  7.6 meters
 DG6036
 DG6036  HISTORY     - Date     Condition        Report By
 DG6036  HISTORY     - 2003     MONUMENTED       MNDT
 DG6036  HISTORY     - 20030702 GOOD             MNDT
 DG6036
 DG6036                          STATION DESCRIPTION
 DG6036
 DG6036'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6036'6 MILES (9.7 KM) SOUTH OF THORHULT, 6.10 MILES (9.82 KM) SOUTH ALONG
 DG6036'TRUNK HIGHWAY 89 F ROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 42
 DG6036'IN THORHULT, AT TRUNK HIGHWAY 89 MILEPOINT 55.50, 40.6 FEET (12.4 M)
 DG6036'EAST OF THE CENTER OF TRUNK HIGHWAY 89, 2. FEET WEST OF WITNESS POST.
 DG6036
 DG6036                          STATION RECOVERY (2003)
 DG6036
 DG6036'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6036'THE MARK IS LOCATED 6.0 MI (9.7 KM) SOUTH OF THORHULT, 6.1 MI (9.8 KM)
 DG6036'SOUTH ALONG TH 89 FROM JCT OF TH 89 AND CO RD 42 (THORHULT RD NW) IN
 DG6036'THORHULT, AT TH 89 MP 55.50, 40.6 FT (12.4 M) EAST OF TH 89, 2.0 FT
 DG6036'(0.6 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG6036'MARK DISK SET ON TOP OF A 25 FT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3
 DG6036'FT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE
 DG6036'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6037 ***********************************************************************
 DG6037  DESIGNATION -  0415 U
 DG6037  PID         -  DG6037
 DG6037  STATE/COUNTY-  MN/BELTRAMI
 DG6037  COUNTRY     -  US
 DG6037  USGS QUAD   -  JELLE NE (1973)
 DG6037
 DG6037                         *CURRENT SURVEY CONTROL
 DG6037  ______________________________________________________________________
 DG6037* NAD 83(2007) POSITION- 48 07 53.35246(N) 095 15 07.40050(W)   ADJUSTED  
 DG6037* NAD 83(2007) ELLIP HT-   359.170 (meters)        (02/10/07)   ADJUSTED
 DG6037* NAD 83(2007) EPOCH   -  2002.00
 DG6037* NAVD 88 ORTHO HEIGHT -   387.121  (meters)    1270.08  (feet) ADJUSTED  
 DG6037  ______________________________________________________________________
 DG6037  NAD 83(2007) X  -   -390,414.231 (meters)                     COMP
 DG6037  NAD 83(2007) Y  - -4,247,175.030 (meters)                     COMP
 DG6037  NAD 83(2007) Z  -  4,726,914.162 (meters)                     COMP
 DG6037  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC09
 DG6037  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DG6037  DYNAMIC HEIGHT  -        387.192 (meters)     1270.31  (feet) COMP
 DG6037  MODELED GRAVITY -    980,782.0   (mgal)                       NAVD 88
 DG6037
 DG6037  VERT ORDER      -  SECOND    CLASS I
 DG6037
 DG6037  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6037  Type                                         Horiz  Ellip  Dist(km)
 DG6037  -------------------------------------------------------------------
 DG6037  NETWORK                                       0.44   0.51
 DG6037  -------------------------------------------------------------------
 DG6037  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.21   0.25      1.75
 DG6037  -------------------------------------------------------------------
 DG6037  NOTE: Click here for information on individual local accuracy
 DG6037  values and other accuracy information.
 DG6037
 DG6037
 DG6037.The horizontal coordinates were established by GPS observations
 DG6037.and adjusted by the National Geodetic Survey in February 2007.
 DG6037
 DG6037.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6037.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6037
 DG6037.The horizontal coordinates are valid at the epoch date displayed above
 DG6037.which is a decimal equivalence of Year/Month/Day.
 DG6037
 DG6037.The orthometric height was determined by differential leveling and
 DG6037.adjusted in February 2005.
 DG6037
 DG6037.Photographs are available for this station.
 DG6037
 DG6037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6037
 DG6037.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6037
 DG6037.The ellipsoidal height was determined by GPS observations
 DG6037.and is referenced to NAD 83.
 DG6037
 DG6037.The dynamic height is computed by dividing the NAVD 88
 DG6037.geopotential number by the normal gravity value computed on the
 DG6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6037.degrees latitude (g = 980.6199 gals.).
 DG6037
 DG6037.The modeled gravity was interpolated from observed gravity values.
 DG6037
 DG6037. The following values were computed from the NAD 83(2007) position.
 DG6037
 DG6037;                    North         East     Units Scale Factor Converg.
 DG6037;SPC MN N     -   283,609.178   639,844.719   MT  0.99991615   -1 35 42.5
 DG6037;SPC MN N     -   930,474.44  2,099,223.88   sFT  0.99991615   -1 35 42.5
 DG6037;UTM  15      - 5,333,367.477   332,438.757   MT  0.99994500   -1 40 38.8
 DG6037
 DG6037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6037!SPC MN N     -   0.99994371  x   0.99991615  =   0.99985987
 DG6037!UTM  15      -   0.99994371  x   0.99994500  =   0.99988871
 DG6037
 DG6037:                Primary Azimuth Mark                     Grid Az
 DG6037:SPC MN N     -  0415 T                                   352 08 28.3
 DG6037:UTM  15      -  0415 T                                   352 13 24.6
 DG6037
 DG6037|---------------------------------------------------------------------|
 DG6037| PID    Reference Object                     Distance      Geod. Az  |
 DG6037|                                                           dddmmss.s |
 DG6037| DG6036 0415 T                              APPROX. 1.3 KM 3503245.8 |
 DG6037|---------------------------------------------------------------------|
 DG6037
 DG6037                          SUPERSEDED SURVEY CONTROL
 DG6037
 DG6037  NAD 83(1996)-  48 07 53.35244(N)    095 15 07.40018(W) AD(       ) 1
 DG6037  ELLIP H (06/28/04)  359.162  (m)                       GP(       ) 3 1
 DG6037  NAVD 88 (06/28/04)  387.10   (m)         1270.0    (f) LEVELING    3  
 DG6037
 DG6037.Superseded values are not recommended for survey control.
 DG6037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6037.See file dsdata.txt to determine how the superseded data were derived.
 DG6037
 DG6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3243833367(NAD 83)
 DG6037
 DG6037_MARKER: DD = SURVEY DISK
 DG6037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6037_STAMPING: 0415 U 2003
 DG6037_MARK LOGO: MNDT  
 DG6037_PROJECTION: RECESSED 5 CENTIMETERS
 DG6037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6037+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DG6037_ROD/PIPE-DEPTH:  7.6 meters
 DG6037
 DG6037  HISTORY     - Date     Condition        Report By
 DG6037  HISTORY     - 2003     MONUMENTED       MNDT
 DG6037  HISTORY     - 20030702 GOOD             MNDT
 DG6037  HISTORY     - 20070731 GOOD             MNDT
 DG6037
 DG6037                          STATION DESCRIPTION
 DG6037
 DG6037'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG6037'7 MILES (11.3 KM) SOUTH OF THORHULT, 6.90 MILES (11.10 KM) SOUTH ALONG
 DG6037'TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 42
 DG6037'(THORHULT ROAD NW) IN THORHULT, AT TRUNK HIGHWAY 89 MILEPOINT 54.7,
 DG6037'37.9 FEET (11.6 M) EAST OF CENTER OF TRUNK HIGHWAY 89, 2.0 FEET (0.6
 DG6037'M) WEST OF WITNESS POST.
 DG6037
 DG6037                          STATION RECOVERY (2003)
 DG6037
 DG6037'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG6037'THE MARK IS LOCATED 7.0 MI (11.3 KM) SOUTH OF THORHULT, 6.9 MI (11.1
 DG6037'KM) SOUTH ALONG TH 89 FROM JCT OF TH 89 AND CO RD 42 (THORHULT RD NW)
 DG6037'IN THORHULT, AT TH 89 MP 54.7, 37.9 FT (11.6 M) EAST OF TH 89, 2.0 FT
 DG6037'(0.6 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DG6037'MARK DISK SET ON TOP OF A 25 FT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3
 DG6037'FT (0.9 M) STABILIZER FIN IS, RECESSED 2 INCHES, MAGNETIC, AND
 DG6037'SUITABLE FOR GPS.
 DG6037
 DG6037                          STATION RECOVERY (2007)
 DG6037
 DG6037'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DG6037'7.0 MILES SOUTH OF THORHULT, 6.90 MILES SOUTH ALONG TRUNK HIGHWAY 89
 DG6037'FROM JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 42 (THORHULT ROAD
 DG6037'NORTHWEST) IN THORHULT, AT TRUNK HIGHWAY 89 MILE POINT 54.7, 37.9 FEET
 DG6037'EAST OF TRUNK HIGHWAY 89, 2.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5182 ***********************************************************************
 DM5182  DESIGNATION -  0415 V
 DM5182  PID         -  DM5182
 DM5182  STATE/COUNTY-  MN/BELTRAMI
 DM5182  COUNTRY     -  US
 DM5182  USGS QUAD   -  GRYGLA (1973)
 DM5182
 DM5182                         *CURRENT SURVEY CONTROL
 DM5182  ______________________________________________________________________
 DM5182* NAD 83(1986) POSITION- 48 17 44.95   (N) 095 34 24.21   (W)   HD_HELD1  
 DM5182* NAVD 88 ORTHO HEIGHT -   360.810  (meters)    1183.76  (feet) ADJUSTED  
 DM5182  ______________________________________________________________________
 DM5182  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DM5182  DYNAMIC HEIGHT  -        360.897 (meters)     1184.04  (feet) COMP
 DM5182  MODELED GRAVITY -    980,840.3   (mgal)                       NAVD 88
 DM5182
 DM5182  VERT ORDER      -  SECOND    CLASS I
 DM5182
 DM5182.The horizontal coordinates were established by differentially corrected
 DM5182.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5182.
 DM5182.The orthometric height was determined by differential leveling and
 DM5182.adjusted in February 2011.
 DM5182
 DM5182.The dynamic height is computed by dividing the NAVD 88
 DM5182.geopotential number by the normal gravity value computed on the
 DM5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5182.degrees latitude (g = 980.6199 gals.).
 DM5182
 DM5182.The modeled gravity was interpolated from observed gravity values.
 DM5182
 DM5182;                    North         East    Units  Estimated Accuracy
 DM5182;SPC MN N     -   302,586.8     616,523.2     MT  (+/- 3 meters HH1 GPS) 
 DM5182
 DM5182                          SUPERSEDED SURVEY CONTROL
 DM5182
 DM5182.No superseded survey control is available for this station.
 DM5182
 DM5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0914352381(NAD 83)
 DM5182
 DM5182_MARKER: I = METAL ROD
 DM5182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5182_STAMPING: 0415 V 2009
 DM5182_MARK LOGO: MNDT  
 DM5182_PROJECTION: FLUSH
 DM5182_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5182+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2009
 DM5182_ROD/PIPE-DEPTH:  4.6 meters
 DM5182
 DM5182  HISTORY     - Date     Condition        Report By
 DM5182  HISTORY     - 20090727 MONUMENTED       MNDT
 DM5182
 DM5182                          STATION DESCRIPTION
 DM5182
 DM5182'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5182'THE MARK IS 2.15 MI (3.5 KM) EAST ALONG TRUNK HIGHWAY 89 FROM THE
 DM5182'JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 54 IN GRYGLA, AT TRUNK
 DM5182'HIGHWAY 89 MILE POINT 78.8.
 DM5182' 
 DM5182'IT IS 59.5 FT (18.1 M) SOUTH OF TRUNK HIGHWAY 89, 56 FT (17.1 M) WEST
 DM5182'OF DYLAN ROAD NORTHWEST, 22.7 FT (6.9 M) WEST OF UNDERGROUND CABLE
 DM5182'MARKER, 1.8 FT (0.5 M) NORTHWEST OF WOOD RIGHT-OF-WAY POST, 3.0 FT
 DM5182'(0.9 M) EAST-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9732 ***********************************************************************
 DL9732  DESIGNATION -  0416 A
 DL9732  PID         -  DL9732
 DL9732  STATE/COUNTY-  MN/BELTRAMI
 DL9732  COUNTRY     -  US
 DL9732  USGS QUAD   -  BEMIDJI EAST (1994)
 DL9732
 DL9732                         *CURRENT SURVEY CONTROL
 DL9732  ______________________________________________________________________
 DL9732* NAD 83(1986) POSITION- 47 26 44.     (N) 094 51 48.     (W)   SCALED    
 DL9732* NAVD 88 ORTHO HEIGHT -   418.080  (meters)    1371.65  (feet) ADJUSTED  
 DL9732  ______________________________________________________________________
 DL9732  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DL9732  DYNAMIC HEIGHT  -        418.118 (meters)     1371.78  (feet) COMP
 DL9732  MODELED GRAVITY -    980,691.4   (mgal)                       NAVD 88
 DL9732
 DL9732  VERT ORDER      -  SECOND    CLASS I
 DL9732
 DL9732.The horizontal coordinates were scaled from a topographic map and have
 DL9732.an estimated accuracy of +/- 6 seconds.
 DL9732.
 DL9732.The orthometric height was determined by differential leveling and
 DL9732.adjusted in September 2010.
 DL9732
 DL9732.The dynamic height is computed by dividing the NAVD 88
 DL9732.geopotential number by the normal gravity value computed on the
 DL9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9732.degrees latitude (g = 980.6199 gals.).
 DL9732
 DL9732.The modeled gravity was interpolated from observed gravity values.
 DL9732
 DL9732;                    North         East    Units  Estimated Accuracy
 DL9732;SPC MN N     -   206,640.      667,030.      MT  (+/- 180 meters Scaled)
 DL9732
 DL9732                          SUPERSEDED SURVEY CONTROL
 DL9732
 DL9732.No superseded survey control is available for this station.
 DL9732
 DL9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN595563(NAD 83)
 DL9732
 DL9732_MARKER: DD = SURVEY DISK
 DL9732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL9732_SP_SET: BRIDGE ABUTMENT
 DL9732_STAMPING: 0416 A 2003
 DL9732_MARK LOGO: MNDT  
 DL9732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9732+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DL9732
 DL9732  HISTORY     - Date     Condition        Report By
 DL9732  HISTORY     - 2003     MONUMENTED       MNDT
 DL9732
 DL9732                          STATION DESCRIPTION
 DL9732
 DL9732'DESCRIBED BY MN DEPT OF TRANSP 2003
 DL9732'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF
 DL9732'ANDRUSIA, 7.6 MI (12.2 KM) EAST-SOUTHEAST OF WILTON AND 2.1 MI (3.4
 DL9732'KM) SOUTH-SOUTHEAST OF BEMIDJI.
 DL9732' 
 DL9732'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH OF BEMIDJI, IN ABUTMENT AT
 DL9732'SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 04025 OVER TRUNK HIGHWAY
 DL9732'197, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 197 FROM THE JUNCTION
 DL9732'OF TRUNK HIGHWAY 197 AND TRUNK HIGHWAY 2 AT SOUTH SIDE OF BEMIDJI, AT
 DL9732'TRUNK HIGHWAY 197 MILE POINT 0.95, 8.0 FT (2.4 M) SOUTHWEST OF THE
 DL9732'CENTERLINE OF BIKE PATH, 2.8 FT (0.9 M) SOUTHEAST OF NORTHWEST END OF
 DL9732'BRIDGE ABUTMENT.
 DL9732' 
 DL9732'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9732'CONTROL MARK DISK SET FLUSH IN THE BRIDGE ABUTMENT AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9734 ***********************************************************************
 DL9734  DESIGNATION -  0416 B
 DL9734  PID         -  DL9734
 DL9734  STATE/COUNTY-  MN/BELTRAMI
 DL9734  COUNTRY     -  US
 DL9734  USGS QUAD   -  BEMIDJI WEST (1994)
 DL9734
 DL9734                         *CURRENT SURVEY CONTROL
 DL9734  ______________________________________________________________________
 DL9734* NAD 83(1986) POSITION- 47 28 02.1    (N) 094 52 38.1    (W)   HD_HELD2  
 DL9734* NAVD 88 ORTHO HEIGHT -   413.653  (meters)    1357.13  (feet) ADJUSTED  
 DL9734  ______________________________________________________________________
 DL9734  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DL9734  DYNAMIC HEIGHT  -        413.692 (meters)     1357.25  (feet) COMP
 DL9734  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DL9734
 DL9734  VERT ORDER      -  SECOND    CLASS I
 DL9734
 DL9734.The horizontal coordinates were established by autonomous hand held GPS
 DL9734.observations and have an estimated accuracy of +/- 10 meters.
 DL9734.
 DL9734.The orthometric height was determined by differential leveling and
 DL9734.adjusted in September 2010.
 DL9734
 DL9734.The dynamic height is computed by dividing the NAVD 88
 DL9734.geopotential number by the normal gravity value computed on the
 DL9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9734.degrees latitude (g = 980.6199 gals.).
 DL9734
 DL9734.The modeled gravity was interpolated from observed gravity values.
 DL9734
 DL9734;                    North         East    Units  Estimated Accuracy
 DL9734;SPC MN N     -   209,072.      666,034.      MT  (+/- 10 meters HH2 GPS)
 DL9734
 DL9734                          SUPERSEDED SURVEY CONTROL
 DL9734
 DL9734.No superseded survey control is available for this station.
 DL9734
 DL9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5853258798(NAD 83)
 DL9734
 DL9734_MARKER: DD = SURVEY DISK
 DL9734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9734_SP_SET: BRIDGE RAIL
 DL9734_STAMPING: 0416 B 2003
 DL9734_MARK LOGO: MNDT  
 DL9734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9734+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DL9734
 DL9734  HISTORY     - Date     Condition        Report By
 DL9734  HISTORY     - 2003     MONUMENTED       MNDT
 DL9734
 DL9734                          STATION DESCRIPTION
 DL9734
 DL9734'DESCRIBED BY MN DEPT OF TRANSP 2003
 DL9734'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST OF ANDRUSIA, 6.3
 DL9734'MI (10.1 KM) EAST-SOUTHEAST OF WILTON AND IN THE TOWN OF BEMIDJI, MN.
 DL9734' 
 DL9734'TO REACH FROM THE END OF THE BRIDGE OVER THE MARK IS IN BEMIDJI, IN
 DL9734'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 197 BRIDGE NUMBER 04022
 DL9734'OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM) (0.3 KM) SOUTHEAST ALONG TRUNK
 DL9734'HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND SECOND STREET
 DL9734'IN BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 2.80, 15.0 FT (4.6 M)
 DL9734'SOUTHWEST OF NORTH BOUND TRUNK HIGHWAY 197, 2.5 FT (0.8 M) NORTHWEST
 DL9734'OF END OF BRIDGE RAILING.
 DL9734' 
 DL9734'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9734'CONTROL MARK DISK SET FLUSH IN THE BRIDGE RAIL IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9735 ***********************************************************************
 DL9735  DESIGNATION -  0416 C
 DL9735  PID         -  DL9735
 DL9735  STATE/COUNTY-  MN/BELTRAMI
 DL9735  COUNTRY     -  US
 DL9735  USGS QUAD   -  BEMIDJI WEST (1994)
 DL9735
 DL9735                         *CURRENT SURVEY CONTROL
 DL9735  ______________________________________________________________________
 DL9735* NAD 83(1986) POSITION- 47 28 02.     (N) 094 52 38.     (W)   SCALED    
 DL9735* NAVD 88 ORTHO HEIGHT -   413.636  (meters)    1357.07  (feet) ADJUSTED  
 DL9735  ______________________________________________________________________
 DL9735  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DL9735  DYNAMIC HEIGHT  -        413.674 (meters)     1357.20  (feet) COMP
 DL9735  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DL9735
 DL9735  VERT ORDER      -  SECOND    CLASS I
 DL9735
 DL9735.The horizontal coordinates were scaled from a topographic map and have
 DL9735.an estimated accuracy of +/- 6 seconds.
 DL9735.
 DL9735.The orthometric height was determined by differential leveling and
 DL9735.adjusted in September 2010.
 DL9735
 DL9735.The dynamic height is computed by dividing the NAVD 88
 DL9735.geopotential number by the normal gravity value computed on the
 DL9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9735.degrees latitude (g = 980.6199 gals.).
 DL9735
 DL9735.The modeled gravity was interpolated from observed gravity values.
 DL9735
 DL9735;                    North         East    Units  Estimated Accuracy
 DL9735;SPC MN N     -   209,070.      666,040.      MT  (+/- 180 meters Scaled)
 DL9735
 DL9735                          SUPERSEDED SURVEY CONTROL
 DL9735
 DL9735.No superseded survey control is available for this station.
 DL9735
 DL9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN585587(NAD 83)
 DL9735
 DL9735_MARKER: DD = SURVEY DISK
 DL9735_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9735_SP_SET: BRIDGE RAIL
 DL9735_STAMPING: 0416 C 2003
 DL9735_MARK LOGO: MNDT  
 DL9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9735+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DL9735
 DL9735  HISTORY     - Date     Condition        Report By
 DL9735  HISTORY     - 2003     MONUMENTED       MNDT
 DL9735
 DL9735                          STATION DESCRIPTION
 DL9735
 DL9735'DESCRIBED BY MN DEPT OF TRANSP 2003
 DL9735'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST OF ANDRUSIA, 6.3
 DL9735'MI (10.1 KM) EAST-SOUTHEAST OF WILTON AND IN THE TOWN OF BEMIDJI, MN.
 DL9735' 
 DL9735'THE MARK IS IN BEMIDJI, IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY
 DL9735'197 BRIDGE NUMBER 04024 OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM)
 DL9735'SOUTHEAST ALONG TRUNK HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL9735'197 AND SECOND STREET IN BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 2.8,
 DL9735'15.0 FT (4.6 M) NORTHEAST OF SOUTH BOUND TRUNK HIGHWAY 197, 2.5 FT
 DL9735'(0.8 M) NORTHWEST OF END OF BRIDGE RAILING.
 DL9735' 
 DL9735'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9735'CONTROL MARK DISK SET FLUSH IN THE BRIDGE RAIL IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9736 ***********************************************************************
 DL9736  DESIGNATION -  0416 D
 DL9736  PID         -  DL9736
 DL9736  STATE/COUNTY-  MN/BELTRAMI
 DL9736  COUNTRY     -  US
 DL9736  USGS QUAD   -  BEMIDJI WEST (1994)
 DL9736
 DL9736                         *CURRENT SURVEY CONTROL
 DL9736  ______________________________________________________________________
 DL9736* NAD 83(1986) POSITION- 47 29 27.     (N) 094 53 26.     (W)   SCALED    
 DL9736* NAVD 88 ORTHO HEIGHT -   420.454  (meters)    1379.44  (feet) ADJUSTED  
 DL9736  ______________________________________________________________________
 DL9736  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DL9736  DYNAMIC HEIGHT  -        420.495 (meters)     1379.57  (feet) COMP
 DL9736  MODELED GRAVITY -    980,697.9   (mgal)                       NAVD 88
 DL9736
 DL9736  VERT ORDER      -  SECOND    CLASS I
 DL9736
 DL9736.The horizontal coordinates were scaled from a topographic map and have
 DL9736.an estimated accuracy of +/- 6 seconds.
 DL9736.
 DL9736.The orthometric height was determined by differential leveling and
 DL9736.adjusted in September 2010.
 DL9736
 DL9736.The dynamic height is computed by dividing the NAVD 88
 DL9736.geopotential number by the normal gravity value computed on the
 DL9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9736.degrees latitude (g = 980.6199 gals.).
 DL9736
 DL9736.The modeled gravity was interpolated from observed gravity values.
 DL9736
 DL9736;                    North         East    Units  Estimated Accuracy
 DL9736;SPC MN N     -   211,720.      665,090.      MT  (+/- 180 meters Scaled)
 DL9736
 DL9736                          SUPERSEDED SURVEY CONTROL
 DL9736
 DL9736.No superseded survey control is available for this station.
 DL9736
 DL9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN575614(NAD 83)
 DL9736
 DL9736_MARKER: DD = SURVEY DISK
 DL9736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9736_STAMPING: 0416 D 2003
 DL9736_MARK LOGO: MNDT  
 DL9736_PROJECTION: RECESSED 3 CENTIMETERS
 DL9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9736+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DL9736_ROD/PIPE-DEPTH: 12.2 meters
 DL9736
 DL9736  HISTORY     - Date     Condition        Report By
 DL9736  HISTORY     - 2003     MONUMENTED       MNDT
 DL9736
 DL9736                          STATION DESCRIPTION
 DL9736
 DL9736'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DL9736'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF TURTLE
 DL9736'RIVER, 5.2 MI (8.4 KM) EAST OF WILTON AND 1.3 MI (2.1 KM)
 DL9736'NORTH-NORTHWEST OF BEMIDJI.
 DL9736' 
 DL9736'TO REACH THE MARK, IN BEMIDJI, GO 0.5 MI (0.8 KM) WEST ALONG TRUNK
 DL9736'HIGHWAY 197 FROM THE JUNCTION OF TRUNK HIGHWAY 197 AND BEMIDJI AVENUE
 DL9736'IN BEMIDJI, AT TRUNK HIGHWAY 197 MILE POINT 5.0, 47.9 FT (14.6 M)
 DL9736'(14.6 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 197, 29.2 FT (8.9 M) EAST OF
 DL9736'DELTON AVENUE NORTHWEST, 10.3 FT (3.1 M) WEST OF LIGHT POLE, 60.6 FT
 DL9736'(18.5 M) EAST OF FIRE HYDRANT, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 DL9736' 
 DL9736'THE MARK, A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DL9736'CONTROL MARK DISK SET ON TOP OF A 40 FT (12.2 M) ALUMINUM ROD DRIVEN
 DL9736'TO REFUSAL WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH, (3
 DL9736'CM), MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0048 ***********************************************************************
 QP0048  DESIGNATION -  05
 QP0048  PID         -  QP0048
 QP0048  STATE/COUNTY-  MN/BENTON
 QP0048  COUNTRY     -  US
 QP0048  USGS QUAD   -  ST CLOUD (1993)
 QP0048
 QP0048                         *CURRENT SURVEY CONTROL
 QP0048  ______________________________________________________________________
 QP0048* NAD 83(1986) POSITION- 45 33 40.     (N) 094 08 58.     (W)   SCALED    
 QP0048* NAVD 88 ORTHO HEIGHT -   314.085  (meters)    1030.46  (feet) ADJUSTED  
 QP0048  ______________________________________________________________________
 QP0048  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 QP0048  DYNAMIC HEIGHT  -        314.078 (meters)     1030.44  (feet) COMP
 QP0048  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 QP0048
 QP0048  VERT ORDER      -  FIRST     CLASS I
 QP0048
 QP0048.The horizontal coordinates were scaled from a topographic map and have
 QP0048.an estimated accuracy of +/- 6 seconds.
 QP0048.
 QP0048.The orthometric height was determined by differential leveling and
 QP0048.adjusted in June 1991.
 QP0048
 QP0048.Photographs are available for this station.
 QP0048
 QP0048.The dynamic height is computed by dividing the NAVD 88
 QP0048.geopotential number by the normal gravity value computed on the
 QP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0048.degrees latitude (g = 980.6199 gals.).
 QP0048
 QP0048.The modeled gravity was interpolated from observed gravity values.
 QP0048
 QP0048;                    North         East    Units  Estimated Accuracy
 QP0048;SPC MN C     -   162,370.      807,850.      MT  (+/- 180 meters Scaled)
 QP0048
 QP0048                          SUPERSEDED SURVEY CONTROL
 QP0048
 QP0048.No superseded survey control is available for this station.
 QP0048
 QP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL102459(NAD 83)
 QP0048
 QP0048_MARKER: DB = BENCH MARK DISK
 QP0048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0048_SP_SET: BRIDGE ABUTMENT
 QP0048_STAMPING: 05 1976
 QP0048_MARK LOGO: MNHD  
 QP0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0048+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 QP0048
 QP0048  HISTORY     - Date     Condition        Report By
 QP0048  HISTORY     - 1976     MONUMENTED       MNDT
 QP0048  HISTORY     - 1974     GOOD             MNDT
 QP0048  HISTORY     - 1976     GOOD             NGS
 QP0048  HISTORY     - 19930922 GOOD             MNGS
 QP0048  HISTORY     - 20080422 GOOD             MNDT
 QP0048  HISTORY     - 20080618 POOR             GEOCAC
 QP0048
 QP0048                          STATION DESCRIPTION
 QP0048
 QP0048'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0048'IN ST CLOUD.
 QP0048'THE MARK IS LOCATED NEAR THE EAST EDGE OF ST. CLOUD, IN THE T.H. 23
 QP0048'BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS 0.7 FEET NORTH OF THE SOUTH
 QP0048'CONCRETE GUARDRAIL ON THE BRIDGE, 4.4 FEET SOUTH OF THE NORTH EDGE OF
 QP0048'THE SOUTH SIDEWALK, AND 33 FEET SOUTH OF THE CENTER OF THE CONCRETE
 QP0048'MEDIAN OF THE HIGHWAY.  IT IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 QP0048'NO. 6748, T.H. 23 OVER THE MISSISSIPPI RIVER AND RIVERSIDE DRIVE, AND
 QP0048'ABOUT 1.0 FOOT ABOVE THE ROADWAY.  NOTE-- THIS MARK IS THE SAME AS MHD
 QP0048'BM 0503 Q.  THE STAMPING HAS BEEN MUTILATED BY A SNOWPLOW, AND NOW
 QP0048'READS ONLY 05.  CORNER OF SW 1/4, SEC 36, T 36N, R 31W.
 QP0048
 QP0048                          STATION RECOVERY (1976)
 QP0048
 QP0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0048'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN LITHO LIST 88 DATED
 QP0048'JULY 1973
 QP0048
 QP0048                          STATION RECOVERY (1993)
 QP0048
 QP0048'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 QP0048'RECOVERED IN GOOD CONDITION. NOTE--THE DISK WAS HIT BY A PLOW BLADE
 QP0048'AND IS OK, BUT THE STAMPING IS SCRAPED OFF.
 QP0048
 QP0048                          STATION RECOVERY (2008)
 QP0048
 QP0048'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0048'RECOVERED AS DESCRIBED.
 QP0048
 QP0048                          STATION RECOVERY (2008)
 QP0048
 QP0048'RECOVERY NOTE BY GEOCACHING 2008
 QP0048'THE MARK IS 0.2 M (0.5 FT) NORTH OF NORTH EDGE OF THE SOUTH CONCRETE
 QP0048'GUARDRAIL ON THE BRIDGE, AND 10.5 M (34.6 FT) SOUTH OF THE CENTER OF
 QP0048'THE CONCRETE MEDIAN OF THE HIGHWAY. IT IS SET IN THE SOUTHEAST CORNER
 QP0048'OF BRIDGE NO. 6748, T.H. 23 OVER THE MISSISSIPPI RIVER AND RIVERSIDE
 QP0048'DRIVE, AND 0.2 M (0.8 FT) ABOVE THE ROADWAY. THE STAMPING HAS BEEN
 QP0048'MUTILATED. HH2 COORDINATES N45 33 42.4 W094 09 01.0.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0912 ***********************************************************************
 QP0912  DESIGNATION -  0502 A
 QP0912  PID         -  QP0912
 QP0912  STATE/COUNTY-  MN/BENTON
 QP0912  COUNTRY     -  US
 QP0912  USGS QUAD   -  ROYALTON (1978)
 QP0912
 QP0912                         *CURRENT SURVEY CONTROL
 QP0912  ______________________________________________________________________
 QP0912* NAD 83(2007) POSITION- 45 49 13.32341(N) 094 17 06.80740(W)   ADJUSTED  
 QP0912* NAD 83(2007) ELLIP HT-   301.105 (meters)        (02/10/07)   ADJUSTED
 QP0912* NAD 83(2007) EPOCH   -  2002.00
 QP0912* NAVD 88 ORTHO HEIGHT -   327.826  (meters)    1075.54  (feet) ADJUSTED  
 QP0912  ______________________________________________________________________
 QP0912  NAD 83(2007) X  -   -332,725.459 (meters)                     COMP
 QP0912  NAD 83(2007) Y  - -4,440,422.283 (meters)                     COMP
 QP0912  NAD 83(2007) Z  -  4,551,571.398 (meters)                     COMP
 QP0912  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC09
 QP0912  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP0912  DYNAMIC HEIGHT  -        327.829 (meters)     1075.55  (feet) COMP
 QP0912  MODELED GRAVITY -    980,614.1   (mgal)                       NAVD 88
 QP0912
 QP0912  VERT ORDER      -  FIRST     CLASS I
 QP0912
 QP0912  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0912  Type                                         Horiz  Ellip  Dist(km)
 QP0912  -------------------------------------------------------------------
 QP0912  NETWORK                                       0.97   0.65
 QP0912  -------------------------------------------------------------------
 QP0912  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.43      4.00
 QP0912  -------------------------------------------------------------------
 QP0912  NOTE: Click here for information on individual local accuracy
 QP0912  values and other accuracy information.
 QP0912
 QP0912
 QP0912.The horizontal coordinates were established by GPS observations
 QP0912.and adjusted by the National Geodetic Survey in February 2007.
 QP0912
 QP0912.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0912.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0912
 QP0912.The horizontal coordinates are valid at the epoch date displayed above
 QP0912.which is a decimal equivalence of Year/Month/Day.
 QP0912
 QP0912.The orthometric height was determined by differential leveling and
 QP0912.adjusted in June 1991.
 QP0912
 QP0912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0912
 QP0912.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0912
 QP0912.The ellipsoidal height was determined by GPS observations
 QP0912.and is referenced to NAD 83.
 QP0912
 QP0912.The dynamic height is computed by dividing the NAVD 88
 QP0912.geopotential number by the normal gravity value computed on the
 QP0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0912.degrees latitude (g = 980.6199 gals.).
 QP0912
 QP0912.The modeled gravity was interpolated from observed gravity values.
 QP0912
 QP0912. The following values were computed from the NAD 83(2007) position.
 QP0912
 QP0912;                    North         East     Units Scale Factor Converg.
 QP0912;SPC MN C     -   191,181.520   797,262.699   MT  0.99996209   -0 01 31.7
 QP0912;SPC MN C     -   627,234.70  2,615,686.04   sFT  0.99996209   -0 01 31.7
 QP0912;UTM  15      - 5,074,892.534   400,160.786   MT  0.99972254   -0 55 18.4
 QP0912
 QP0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0912!SPC MN C     -   0.99995280  x   0.99996209  =   0.99991489
 QP0912!UTM  15      -   0.99995280  x   0.99972254  =   0.99967535
 QP0912
 QP0912                          SUPERSEDED SURVEY CONTROL
 QP0912
 QP0912  NAD 83(1996)-  45 49 13.32324(N)    094 17 06.80707(W) AD(       ) 1
 QP0912  ELLIP H (07/29/03)  301.155  (m)                       GP(       ) 4 1
 QP0912  NAVD 88 (07/29/03)  327.83   (m)         1075.6    (f) LEVELING    3  
 QP0912  NGVD 29 (??/??/92)  327.699  (m)         1075.13   (f) ADJ UNCH    1 1
 QP0912
 QP0912.Superseded values are not recommended for survey control.
 QP0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0912.See file dsdata.txt to determine how the superseded data were derived.
 QP0912
 QP0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0016074892(NAD 83)
 QP0912
 QP0912_MARKER: DB = BENCH MARK DISK
 QP0912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0912_SP_SET: BRIDGE ABUTMENT
 QP0912_STAMPING: 0502 A 1947
 QP0912_MARK LOGO: MNHD  
 QP0912_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0912+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 QP0912
 QP0912  HISTORY     - Date     Condition        Report By
 QP0912  HISTORY     - 1947     MONUMENTED       MNDT
 QP0912  HISTORY     - 1976     GOOD             NGS
 QP0912  HISTORY     - 20000401 GOOD             MNDT
 QP0912
 QP0912                          STATION DESCRIPTION
 QP0912
 QP0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QP0912'0.8 MI SE FROM ROYALTON.
 QP0912'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF COUNTY
 QP0912'HIGHWAY 26, 20 FT. NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 QP0912'HIGHWAY LANES, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 QP0912'CONCRETE ABUTMENT OF THE SOUTHWEST ONE OF TWO HIGHWAY BRIDGES OVER
 QP0912'THE PLATTE RIVER, 0.8 FT. SOUTHWEST OF THE NORTHEAST END OF THE
 QP0912'ABUTMENT.
 QP0912
 QP0912                          STATION RECOVERY (2000)
 QP0912
 QP0912'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0912'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4436 ***********************************************************************
 DM4436  DESIGNATION -  0502 AA
 DM4436  PID         -  DM4436
 DM4436  STATE/COUNTY-  MN/BENTON
 DM4436  COUNTRY     -  US
 DM4436  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 DM4436
 DM4436                         *CURRENT SURVEY CONTROL
 DM4436  ______________________________________________________________________
 DM4436* NAD 83(1986) POSITION- 45 39 16.     (N) 094 10 41.     (W)   SCALED    
 DM4436* NAVD 88 ORTHO HEIGHT -   336.490  (meters)    1103.97  (feet) ADJUSTED  
 DM4436  ______________________________________________________________________
 DM4436  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DM4436  DYNAMIC HEIGHT  -        336.486 (meters)     1103.95  (feet) COMP
 DM4436  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DM4436
 DM4436  VERT ORDER      -  SECOND    CLASS I
 DM4436
 DM4436.The horizontal coordinates were scaled from a topographic map and have
 DM4436.an estimated accuracy of +/- 6 seconds.
 DM4436.
 DM4436.The orthometric height was determined by differential leveling and
 DM4436.adjusted in January 2011.
 DM4436
 DM4436.The dynamic height is computed by dividing the NAVD 88
 DM4436.geopotential number by the normal gravity value computed on the
 DM4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4436.degrees latitude (g = 980.6199 gals.).
 DM4436
 DM4436.The modeled gravity was interpolated from observed gravity values.
 DM4436
 DM4436;                    North         East    Units  Estimated Accuracy
 DM4436;SPC MN C     -   172,740.      805,610.      MT  (+/- 180 meters Scaled)
 DM4436
 DM4436                          SUPERSEDED SURVEY CONTROL
 DM4436
 DM4436.No superseded survey control is available for this station.
 DM4436
 DM4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL082563(NAD 83)
 DM4436
 DM4436_MARKER: DD = SURVEY DISK
 DM4436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4436_SP_SET: BRIDGE RAILING
 DM4436_STAMPING: 0502 AA 2008
 DM4436_MARK LOGO: MNDT  
 DM4436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4436+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4436
 DM4436  HISTORY     - Date     Condition        Report By
 DM4436  HISTORY     - 2003     MONUMENTED       MNDT
 DM4436  HISTORY     - 20080623 GOOD             MNDT
 DM4436
 DM4436                          STATION DESCRIPTION
 DM4436
 DM4436'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4436'THE MARK IS 3.0 MI (4.8 KM) NORTH OF SAUK RAPIDS, IN RAILING IN
 DM4436'NORTHWEST CORNER OF COUNTY ROAD 33 BRIDGE NUMBER 05016 OVER TRUNK
 DM4436'HIGHWAY 10, AT THE JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 10,
 DM4436'2.5 MI (4.0 KM) NORTH OF TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 10 MILE
 DM4436'POINT 170.50.
 DM4436' 
 DM4436'IT IS 17.0 FT (5.2 M) NORTH OF WESTBOUND COUNTY ROAD 33.
 DM4436' 
 DM4436'NOTE--DISK SET IN BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN USED IN
 DM4436'2008.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4435 ***********************************************************************
 DM4435  DESIGNATION -  0502 AB
 DM4435  PID         -  DM4435
 DM4435  STATE/COUNTY-  MN/BENTON
 DM4435  COUNTRY     -  US
 DM4435  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 DM4435
 DM4435                         *CURRENT SURVEY CONTROL
 DM4435  ______________________________________________________________________
 DM4435* NAD 83(1986) POSITION- 45 39 16.     (N) 094 10 39.     (W)   SCALED    
 DM4435* NAVD 88 ORTHO HEIGHT -   336.137  (meters)    1102.81  (feet) ADJUSTED  
 DM4435  ______________________________________________________________________
 DM4435  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DM4435  DYNAMIC HEIGHT  -        336.133 (meters)     1102.80  (feet) COMP
 DM4435  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 DM4435
 DM4435  VERT ORDER      -  SECOND    CLASS I
 DM4435
 DM4435.The horizontal coordinates were scaled from a topographic map and have
 DM4435.an estimated accuracy of +/- 6 seconds.
 DM4435.
 DM4435.The orthometric height was determined by differential leveling and
 DM4435.adjusted in January 2011.
 DM4435
 DM4435.The dynamic height is computed by dividing the NAVD 88
 DM4435.geopotential number by the normal gravity value computed on the
 DM4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4435.degrees latitude (g = 980.6199 gals.).
 DM4435
 DM4435.The modeled gravity was interpolated from observed gravity values.
 DM4435
 DM4435;                    North         East    Units  Estimated Accuracy
 DM4435;SPC MN C     -   172,740.      805,650.      MT  (+/- 180 meters Scaled)
 DM4435
 DM4435                          SUPERSEDED SURVEY CONTROL
 DM4435
 DM4435.No superseded survey control is available for this station.
 DM4435
 DM4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL082563(NAD 83)
 DM4435
 DM4435_MARKER: DD = SURVEY DISK
 DM4435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4435_SP_SET: BRIDGE RAILING
 DM4435_STAMPING: 0502 AB 2008
 DM4435_MARK LOGO: MNDT  
 DM4435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4435+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4435
 DM4435  HISTORY     - Date     Condition        Report By
 DM4435  HISTORY     - 2003     MONUMENTED       MNDT
 DM4435  HISTORY     - 20080623 GOOD             MNDT
 DM4435
 DM4435                          STATION DESCRIPTION
 DM4435
 DM4435'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4435'THE MARK IS 3.0 MI (4.8 KM) NORTH OF SAUK RAPIDS, IN RAILING IN
 DM4435'NORTHEAST CORNER OF COUNTY ROAD 33 BRIDGE NUMBER 05016 OVER TRUNK
 DM4435'HIGHWAY 10, AT THE JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 10,
 DM4435'2.5 MI (4.0 KM) NORTH OF TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 10 MILE
 DM4435'POINT 170.50.
 DM4435' 
 DM4435'IT IS 17.0 FT (5.2 M) NORTH OF WESTBOUND COUNTY ROAD 33.
 DM4435' 
 DM4435'NOTE--DISK SET IN BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN USED IN
 DM4435'2008.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0226 ***********************************************************************
 QP0226  DESIGNATION -  0502 F
 QP0226  PID         -  QP0226
 QP0226  STATE/COUNTY-  MN/BENTON
 QP0226  COUNTRY     -  US
 QP0226  USGS QUAD   -  ST CLOUD (1993)
 QP0226
 QP0226                         *CURRENT SURVEY CONTROL
 QP0226  ______________________________________________________________________
 QP0226* NAD 83(1986) POSITION- 45 34 38.85   (N) 094 08 48.87   (W)   HD_HELD1  
 QP0226* NAVD 88 ORTHO HEIGHT -   319.224  (meters)    1047.32  (feet) ADJUSTED  
 QP0226  ______________________________________________________________________
 QP0226  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 QP0226  DYNAMIC HEIGHT  -        319.218 (meters)     1047.30  (feet) COMP
 QP0226  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QP0226
 QP0226  VERT ORDER      -  FIRST     CLASS I
 QP0226
 QP0226.The horizontal coordinates were established by differentially corrected
 QP0226.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0226.
 QP0226.The orthometric height was determined by differential leveling and
 QP0226.adjusted in June 1991.
 QP0226
 QP0226.Photographs are available for this station.
 QP0226
 QP0226.The dynamic height is computed by dividing the NAVD 88
 QP0226.geopotential number by the normal gravity value computed on the
 QP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0226.degrees latitude (g = 980.6199 gals.).
 QP0226
 QP0226.The modeled gravity was interpolated from observed gravity values.
 QP0226
 QP0226;                    North         East    Units  Estimated Accuracy
 QP0226;SPC MN C     -   164,188.3     808,046.5     MT  (+/- 3 meters HH1 GPS) 
 QP0226
 QP0226                          SUPERSEDED SURVEY CONTROL
 QP0226
 QP0226  NGVD 29 (??/??/92)  319.106  (m)         1046.93   (f) ADJ UNCH    1 1
 QP0226
 QP0226.Superseded values are not recommended for survey control.
 QP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0226.See file dsdata.txt to determine how the superseded data were derived.
 QP0226
 QP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1051847741(NAD 83)
 QP0226
 QP0226_MARKER: DB = BENCH MARK DISK
 QP0226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0226_SP_SET: BRIDGE ABUTMENT
 QP0226_STAMPING: 0502 F 1971
 QP0226_MARK LOGO: MNHD  
 QP0226_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0226+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP0226
 QP0226  HISTORY     - Date     Condition        Report By
 QP0226  HISTORY     - 1971     MONUMENTED       MNHD
 QP0226  HISTORY     - 1974     GOOD             MNDT
 QP0226  HISTORY     - 1976     GOOD             NGS
 QP0226  HISTORY     - 19940917 GOOD             USPSQD
 QP0226  HISTORY     - 19960826 GOOD             MNDT
 QP0226  HISTORY     - 20080623 GOOD             MNDT
 QP0226  HISTORY     - 20080702 GOOD             GEOCAC
 QP0226
 QP0226                          STATION DESCRIPTION
 QP0226
 QP0226'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0226'1 MI N FROM ST CLOUD.
 QP0226'THE MARK IS LOCATED ABOUT 0.9 MILES NORTH ALONG T.H. 10 FROM THE T.H.
 QP0226'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0226'CORNER (ABUTMENT) OF BRIDGE NO. 05005 (T.H. 10 EXIT LEADING TO SAUK
 QP0226'RAPIDS OVER T.H. 10), AND 26 FEET SOUTH OF THE CENTER OF THE ROADWAY.
 QP0226'IT IS ABOUT LEVEL WITH THE CENTER OF THE ROADWAY AND CEMENTED INTO THE
 QP0226'BRIDGE ABUTMENT.  SW 1/4 SECTION 25, T 36N, R 31W.  NOTE-- THIS MARK
 QP0226'IS ALSO 1.2 MILES SOUTHEAST ALONG BENTON DRIVE (OLD T.H. 10) FROM THE
 QP0226'JUNCTION OF BENTON DRIVE AND T.H. 152 IN SAUK RAPIDS.
 QP0226
 QP0226                          STATION RECOVERY (1976)
 QP0226
 QP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0226'0.9 MILE NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0226'OVERPASS, AT THE BENTON DRIVE OVERPASS NUMBER 05005, 26 FT. SOUTH OF
 QP0226'THE CENTER LINE OF THE DRIVE, IN THE TOP OF THE SOUTH END OF THE
 QP0226'EAST CONCRETE ABUTMENT OF THE OVERPASS, 1.0 FT. NORTH OF THE SOUTH
 QP0226'END OF THE ABUTMENT.
 QP0226
 QP0226                          STATION RECOVERY (1994)
 QP0226
 QP0226'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0226'RECOVERED IN GOOD CONDITION.
 QP0226
 QP0226                          STATION RECOVERY (1996)
 QP0226
 QP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0226'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP0226
 QP0226                          STATION RECOVERY (2008)
 QP0226
 QP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0226'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF SAINT AUGUSTA, 5.8
 QP0226'MI (9.3 KM) NORTHWEST OF CABLE AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 QP0226'SAINT CLOUD.
 QP0226' 
 QP0226'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH FROM ST CLOUD, 0.9 MI
 QP0226'(1.4 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY
 QP0226'23 IN SAINT CLOUD, IN SOUTH END OF EAST ABUTMENT OF BENTON DRIVE
 QP0226'BRIDGE 05005 OVER TRUNK HIGHWAY 10, 26 FT (7.9 M) SOUTH OF BENTON
 QP0226'DRIVE, 1.0 FT (0.3 M) NORTH OF SOUTH END OF ABUTMENT.
 QP0226
 QP0226                          STATION RECOVERY (2008)
 QP0226
 QP0226'RECOVERY NOTE BY GEOCACHING 2008
 QP0226'HH2 COORDINATES N45 34 38.9 W094 08 48.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0225 ***********************************************************************
 QP0225  DESIGNATION -  0502 G
 QP0225  PID         -  QP0225
 QP0225  STATE/COUNTY-  MN/BENTON
 QP0225  COUNTRY     -  US
 QP0225  USGS QUAD   -  ST CLOUD (1993)
 QP0225
 QP0225                         *CURRENT SURVEY CONTROL
 QP0225  ______________________________________________________________________
 QP0225* NAD 83(1986) POSITION- 45 34 53.96   (N) 094 08 45.60   (W)   HD_HELD1  
 QP0225* NAVD 88 ORTHO HEIGHT -   330.725  (meters)    1085.05  (feet) ADJUSTED  
 QP0225  ______________________________________________________________________
 QP0225  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 QP0225  DYNAMIC HEIGHT  -        330.719 (meters)     1085.03  (feet) COMP
 QP0225  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QP0225
 QP0225  VERT ORDER      -  FIRST     CLASS I
 QP0225
 QP0225.The horizontal coordinates were established by differentially corrected
 QP0225.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0225.
 QP0225.The orthometric height was determined by differential leveling and
 QP0225.adjusted in June 1991.
 QP0225
 QP0225.Photographs are available for this station.
 QP0225
 QP0225.The dynamic height is computed by dividing the NAVD 88
 QP0225.geopotential number by the normal gravity value computed on the
 QP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0225.degrees latitude (g = 980.6199 gals.).
 QP0225
 QP0225.The modeled gravity was interpolated from observed gravity values.
 QP0225
 QP0225;                    North         East    Units  Estimated Accuracy
 QP0225;SPC MN C     -   164,654.9     808,116.7     MT  (+/- 3 meters HH1 GPS) 
 QP0225
 QP0225                          SUPERSEDED SURVEY CONTROL
 QP0225
 QP0225  NGVD 29 (??/??/92)  330.606  (m)         1084.66   (f) ADJ UNCH    1 1
 QP0225
 QP0225.Superseded values are not recommended for survey control.
 QP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0225.See file dsdata.txt to determine how the superseded data were derived.
 QP0225
 QP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1059648206(NAD 83)
 QP0225
 QP0225_MARKER: DB = BENCH MARK DISK
 QP0225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0225_SP_SET: BRIDGE ABUTMENT
 QP0225_STAMPING: 0502 G 1971
 QP0225_MARK LOGO: MNHD  
 QP0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0225+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2008
 QP0225
 QP0225  HISTORY     - Date     Condition        Report By
 QP0225  HISTORY     - 1971     MONUMENTED       MNHD
 QP0225  HISTORY     - 1974     GOOD             MNDT
 QP0225  HISTORY     - 1976     GOOD             NGS
 QP0225  HISTORY     - 19940917 GOOD             USPSQD
 QP0225  HISTORY     - 20080623 GOOD             MNDT
 QP0225  HISTORY     - 20080709 GOOD             GEOCAC
 QP0225
 QP0225                          STATION DESCRIPTION
 QP0225
 QP0225'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0225'1.5 MI N FROM ST CLOUD.
 QP0225'THE MARK IS LOCATED ABOUT 1.2 MILES NORTH ALONG T.H. 10 FROM THE T.H.
 QP0225'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0225'CORNER (ABUTMENT) OF BRIDGE NO. 05004 (COUNTY ROAD 46 OVER T.H. 10)
 QP0225'AND 20 FEET SOUTH OF THE CENTER OF COUNTY ROAD 46.  IT IS ABOUT 0.5
 QP0225'FEET HIGHER THAN THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT.
 QP0225'NOTE-- THIS MARK IS ALSO 0.8 MILES ALONG 5TH STREET AND PRINCETON ROAD
 QP0225'(COUNTY ROAD 46) FROM THE JUNCTION OF 5TH STREET AND BENTON DRIVE (OLD
 QP0225'T.H. 10) IN SAUK RAPIDS.  NW 1/4 SECTION 25, T 36N, R 31W.
 QP0225
 QP0225                          STATION RECOVERY (1976)
 QP0225
 QP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0225'1.2 MILES NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0225'OVERPASS, AT THE COUNTY ROAD 46 OVERPASS NUMBER 05004, 20 FT. SOUTH
 QP0225'OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTH END OF THE
 QP0225'EAST CONCRETE ABUTMENT, 1.4 FT. NORTH OF THE SOUTH END OF THE ABUTMENT
 QP0225
 QP0225                          STATION RECOVERY (1994)
 QP0225
 QP0225'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0225'RECOVERED IN GOOD CONDITION.
 QP0225
 QP0225                          STATION RECOVERY (2008)
 QP0225
 QP0225'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0225'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF SAINT AUGUSTA, 6.1
 QP0225'MI (9.8 KM) NORTHWEST OF CABLE AND 1.7 MI (2.7 KM) NORTH-NORTHEAST OF
 QP0225'SAINT CLOUD.
 QP0225' 
 QP0225'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) NORTH OF THE JUNCTION OF TRUNK
 QP0225'HIGHWAY 10 AND TRUNK HIGHWAY 23 IN SAINT CLOUD, IN SOUTH END OF EAST
 QP0225'ABUTMENT OF COUNTY ROAD 46 BRIDGE 05004 OVER TRUNK HIGHWAY 10, 20 FT
 QP0225'(6.1 M) SOUTH OF COUNTY ROAD 46, 1.4 FT (0.4 M) NORTH OF SOUTH END OF
 QP0225'ABUTMENT.
 QP0225
 QP0225                          STATION RECOVERY (2008)
 QP0225
 QP0225'RECOVERY NOTE BY GEOCACHING 2008
 QP0225'HH2 COORDINATES N45 34 54.0 W094 08 45.6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0224 ***********************************************************************
 QP0224  DESIGNATION -  0502 H
 QP0224  PID         -  QP0224
 QP0224  STATE/COUNTY-  MN/BENTON
 QP0224  COUNTRY     -  US
 QP0224  USGS QUAD   -  ST CLOUD (1993)
 QP0224
 QP0224                         *CURRENT SURVEY CONTROL
 QP0224  ______________________________________________________________________
 QP0224* NAD 83(1986) POSITION- 45 35 20.01   (N) 094 08 44.12   (W)   HD_HELD1  
 QP0224* NAVD 88 ORTHO HEIGHT -   333.191  (meters)    1093.14  (feet) ADJUSTED  
 QP0224  ______________________________________________________________________
 QP0224  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 QP0224  DYNAMIC HEIGHT  -        333.185 (meters)     1093.12  (feet) COMP
 QP0224  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QP0224
 QP0224  VERT ORDER      -  FIRST     CLASS I
 QP0224
 QP0224.The horizontal coordinates were established by differentially corrected
 QP0224.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0224.
 QP0224.The orthometric height was determined by differential leveling and
 QP0224.adjusted in June 1991.
 QP0224
 QP0224.Photographs are available for this station.
 QP0224
 QP0224.The dynamic height is computed by dividing the NAVD 88
 QP0224.geopotential number by the normal gravity value computed on the
 QP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0224.degrees latitude (g = 980.6199 gals.).
 QP0224
 QP0224.The modeled gravity was interpolated from observed gravity values.
 QP0224
 QP0224;                    North         East    Units  Estimated Accuracy
 QP0224;SPC MN C     -   165,459.2     808,147.8     MT  (+/- 3 meters HH1 GPS) 
 QP0224
 QP0224                          SUPERSEDED SURVEY CONTROL
 QP0224
 QP0224  NGVD 29 (??/??/92)  333.073  (m)         1092.76   (f) ADJ UNCH    1 1
 QP0224
 QP0224.Superseded values are not recommended for survey control.
 QP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0224.See file dsdata.txt to determine how the superseded data were derived.
 QP0224
 QP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1063949010(NAD 83)
 QP0224
 QP0224_MARKER: DB = BENCH MARK DISK
 QP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0224_STAMPING: 0502 H 1971
 QP0224_MARK LOGO: MNHD  
 QP0224_PROJECTION: PROJECTING 10 CENTIMETERS
 QP0224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0224+STABILITY: SURFACE MOTION
 QP0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0224+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0224
 QP0224  HISTORY     - Date     Condition        Report By
 QP0224  HISTORY     - 1971     MONUMENTED       MNHD
 QP0224  HISTORY     - 1974     GOOD             MNDT
 QP0224  HISTORY     - 1976     GOOD             NGS
 QP0224  HISTORY     - 19940918 MARK NOT FOUND   USPSQD
 QP0224  HISTORY     - 20001019 GOOD             MNDT
 QP0224  HISTORY     - 20080623 GOOD             MNDT
 QP0224
 QP0224                          STATION DESCRIPTION
 QP0224
 QP0224'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0224'1 MI E FROM SAUK RAPIDS.
 QP0224'THE MARK IS LOCATED 1.7 MILES NORTH ALONG T.H. 10 FROM THE T.H. 23
 QP0224'BRIDGE OVER T.H. 10 EAST OF ST. CLOUD, ALSO 0.5 MILES SOUTH OF THE
 QP0224'COUNTY ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS.  IT IS 260 FEET
 QP0224'NORTH OF A DEAD END ROAD EAST (COUNTY ROAD 45) 127 FEET
 QP0224'NORTH-NORTHEAST OF THE EAST LEG OF A HIGHWAY INFORMATION SIGN (GOLDEN
 QP0224'SPIKE ROAD), 93 FEET EAST OF THE CENTERLINE OF T.H. 10, NORTHBOUND,
 QP0224'6.0 FEET WEST OF THE EAST RIGHT OF WAY FENCE, AND 10.8 FEET
 QP0224'NORTH-NORTHEAST OF A 2 INCH NORWAY PINE.  IT IS 0.8 FEET WEST OF A
 QP0224'STEEL WITNESS POST, ABOUT LEVEL WITH T.H. 10, AND PROJECTS 4 INCHES
 QP0224'ABOVE THE GROUND.  THE CONCRETE POST IN MAGNETIC.  SW 1/4 SECTION 24,
 QP0224'T 36N, R 31W.
 QP0224
 QP0224                          STATION RECOVERY (1976)
 QP0224
 QP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0224'1.7 MILES NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0224'OVERPASS, 260 FEET NORH OF THE EXTENDED CENTER LINE OF THE WEST
 QP0224'END OF COUNTY ROAD 45 LEADING EAST, 127.5 FEET NORTH-NORTHEAST OF THE
 QP0224'EAST LEG OF A GOLDEN SPIKE ROAD NEXT RIGHT SIGN, 93 FT. EAST OF THE
 QP0224'CENTER LINE OF THE EAST HIGHWAY LANES, 6.0 FEET WEST OF THE EAST
 QP0224'RIGHT OF WAY FENCE, 10.8 FEET NORTH-NORTHEAST OF A SMALL NORWAY
 QP0224'PINE TREE.
 QP0224
 QP0224                          STATION RECOVERY (1994)
 QP0224
 QP0224'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0224'MARK NOT FOUND.
 QP0224
 QP0224                          STATION RECOVERY (2000)
 QP0224
 QP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0224'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP0224
 QP0224                          STATION RECOVERY (2008)
 QP0224
 QP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0224'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF SAINT AUGUSTA, 6.4
 QP0224'MI (10.3 KM) NORTH-NORTHWEST OF CABLE AND 2.0 MI (3.2 KM)
 QP0224'NORTH-NORTHEAST OF SAINT CLOUD.
 QP0224' 
 QP0224'TO REACH TO THE MARK START 1.0 MI (1.6 KM) EAST FROM SAUK RAPIDS, 1.7
 QP0224'MI (2.7 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK
 QP0224'HIGHWAY 23 IN ST CLOUD, AT TRUNK HIGHWAY 10 MILE POINT 176.30, 260 FT
 QP0224'(79.2 M) NORTH OF EXTENDED COUNTY ROAD 45 EAST, 93 FT (28.3 M) EAST OF
 QP0224'NORTHBOUND TRUNK HIGHWAY 10, 157.5 FT (48.0 M) NORTH-NORTHEAST OF EAST
 QP0224'LEG OF GOLDEN SPIKE ROAD NEXT RIGHT SIGN, 6 FT (1.8 M) WEST OF EAST
 QP0224'RIGHT OF WAY FENCE, 10.8 FT (3.3 M) NORTH-NORTHEAST OF SMALL PINE
 QP0224'TREE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0223 ***********************************************************************
 QP0223  DESIGNATION -  0502 I
 QP0223  PID         -  QP0223
 QP0223  STATE/COUNTY-  MN/BENTON
 QP0223  COUNTRY     -  US
 QP0223  USGS QUAD   -  ST CLOUD (1993)
 QP0223
 QP0223                         *CURRENT SURVEY CONTROL
 QP0223  ______________________________________________________________________
 QP0223* NAD 83(1986) POSITION- 45 35 54.32   (N) 094 08 53.51   (W)   HD_HELD1  
 QP0223* NAVD 88 ORTHO HEIGHT -   335.625  (meters)    1101.13  (feet) ADJUSTED  
 QP0223  ______________________________________________________________________
 QP0223  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 QP0223  DYNAMIC HEIGHT  -        335.619 (meters)     1101.11  (feet) COMP
 QP0223  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 QP0223
 QP0223  VERT ORDER      -  FIRST     CLASS I
 QP0223
 QP0223.The horizontal coordinates were established by differentially corrected
 QP0223.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0223.
 QP0223.The orthometric height was determined by differential leveling and
 QP0223.adjusted in June 1991.
 QP0223
 QP0223.Photographs are available for this station.
 QP0223
 QP0223.The dynamic height is computed by dividing the NAVD 88
 QP0223.geopotential number by the normal gravity value computed on the
 QP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0223.degrees latitude (g = 980.6199 gals.).
 QP0223
 QP0223.The modeled gravity was interpolated from observed gravity values.
 QP0223
 QP0223;                    North         East    Units  Estimated Accuracy
 QP0223;SPC MN C     -   166,518.2     807,942.9     MT  (+/- 3 meters HH1 GPS) 
 QP0223
 QP0223                          SUPERSEDED SURVEY CONTROL
 QP0223
 QP0223  NGVD 29 (??/??/92)  335.508  (m)         1100.75   (f) ADJ UNCH    1 1
 QP0223
 QP0223.Superseded values are not recommended for survey control.
 QP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0223.See file dsdata.txt to determine how the superseded data were derived.
 QP0223
 QP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1045150072(NAD 83)
 QP0223
 QP0223_MARKER: DB = BENCH MARK DISK
 QP0223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0223_SP_SET: BRIDGE ABUTMENT
 QP0223_STAMPING: 0502 I 1971
 QP0223_MARK LOGO: MNHD  
 QP0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0223+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0223
 QP0223  HISTORY     - Date     Condition        Report By
 QP0223  HISTORY     - 1971     MONUMENTED       MNHD
 QP0223  HISTORY     - 1974     GOOD             MNDT
 QP0223  HISTORY     - 1976     GOOD             NGS
 QP0223  HISTORY     - 19940917 GOOD             USPSQD
 QP0223  HISTORY     - 20001019 GOOD             MNDT
 QP0223  HISTORY     - 20080623 GOOD             MNDT
 QP0223
 QP0223                          STATION DESCRIPTION
 QP0223
 QP0223'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0223'1.2 MI NE FROM SAUK RAPIDS.
 QP0223'THE MARK IS LOCATED 1.2 MILES NORTHEAST ALONG COUNTY ROAD 3 FROM THE
 QP0223'INTERSECTION OF COUNTY ROAD 3 AND BROADWAY AVENUE (OLD T.H. 10) IN
 QP0223'SAUK RAPIDS.  IT IS ALSO 2.4 MILES NORTH ALONG T.H. 10 FROM THE T.H.
 QP0223'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0223'CORNER (ABUTMENT) OF BRIDGE NO. 05006 (COUNTY ROAD 3 OVER T.H. 10),
 QP0223'AND 23 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 3.  IT IS ABOUT 0.5
 QP0223'FEET HIGHER THAN THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT. SW
 QP0223'1/4 SECTION 24, T 36N, R 31W.
 QP0223
 QP0223                          STATION RECOVERY (1976)
 QP0223
 QP0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0223'2.4 MILES NORTH ALONG U.S. HIGHWAY 10 FROM THE STATE HIGHWAY 23
 QP0223'OVERPASS, AT THE COUNTY ROAD 3 (GOLDEN SPIKE ROAD) OVERPASS NUMBER
 QP0223'05006, 23 FT. SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF
 QP0223'THE SOUTH END OF THE EAST CONCRETE ABUTMENT, 1.1 FT. NORTH OF THE
 QP0223'SOUTH END OF THE ABUTMENT.
 QP0223
 QP0223                          STATION RECOVERY (1994)
 QP0223
 QP0223'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0223'RECOVERED IN GOOD CONDITION.
 QP0223
 QP0223                          STATION RECOVERY (2000)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0223'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QP0223'TH 10 MP 175.50.
 QP0223
 QP0223                          STATION RECOVERY (2008)
 QP0223
 QP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0223'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF MAYHEW,
 QP0223'6.9 MI (11.1 KM) NORTH-NORTHWEST OF CABLE AND 2.7 MI (4.3 KM)
 QP0223'NORTH-NORTHEAST OF SAINT CLOUD.
 QP0223' 
 QP0223'TO REACH TO THE MARK START 1.2 MI (1.9 KM) NORTHEAST FROM SAUK RAPIDS,
 QP0223'2.4 MI (3.9 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF
 QP0223'TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 IN SAINT CLOUD, AT TRUNK HIGHWAY
 QP0223'10 MILE POINT 175.50, IN SOUTH END OF EAST ABUTMENT OF COUNTY ROAD 3
 QP0223'(GOLDEN SPIKE ROAD) BRIDGE 05006 OVER TRUNK HIGHWAY 10, 23 FT (7.0 M)
 QP0223'SOUTH OF COUNTY ROAD 3, 1.1 FT (0.3 M) NORTH OF SOUTH END OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0222 ***********************************************************************
 QP0222  DESIGNATION -  0502 J
 QP0222  PID         -  QP0222
 QP0222  STATE/COUNTY-  MN/BENTON
 QP0222  COUNTRY     -  US
 QP0222  USGS QUAD   -  ST CLOUD (1993)
 QP0222
 QP0222                         *CURRENT SURVEY CONTROL
 QP0222  ______________________________________________________________________
 QP0222* NAD 83(2007) POSITION- 45 36 15.92312(N) 094 09 20.93075(W)   ADJUSTED  
 QP0222* NAD 83(2007) ELLIP HT-   311.351 (meters)        (02/10/07)   ADJUSTED
 QP0222* NAD 83(2007) EPOCH   -  2002.00
 QP0222* NAVD 88 ORTHO HEIGHT -   338.357  (meters)    1110.09  (feet) ADJUSTED  
 QP0222  ______________________________________________________________________
 QP0222  NAD 83(2007) X  -   -323,941.013 (meters)                     COMP
 QP0222  NAD 83(2007) Y  - -4,458,306.421 (meters)                     COMP
 QP0222  NAD 83(2007) Z  -  4,534,818.775 (meters)                     COMP
 QP0222  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 QP0222  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 QP0222  DYNAMIC HEIGHT  -        338.352 (meters)     1110.08  (feet) COMP
 QP0222  MODELED GRAVITY -    980,589.7   (mgal)                       NAVD 88
 QP0222
 QP0222  VERT ORDER      -  FIRST     CLASS I
 QP0222
 QP0222  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0222  Type                                         Horiz  Ellip  Dist(km)
 QP0222  -------------------------------------------------------------------
 QP0222  NETWORK                                       0.51   0.47
 QP0222  -------------------------------------------------------------------
 QP0222  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.29      2.06
 QP0222  -------------------------------------------------------------------
 QP0222  NOTE: Click here for information on individual local accuracy
 QP0222  values and other accuracy information.
 QP0222
 QP0222
 QP0222.The horizontal coordinates were established by GPS observations
 QP0222.and adjusted by the National Geodetic Survey in February 2007.
 QP0222
 QP0222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0222.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0222
 QP0222.The horizontal coordinates are valid at the epoch date displayed above
 QP0222.which is a decimal equivalence of Year/Month/Day.
 QP0222
 QP0222.The orthometric height was determined by differential leveling and
 QP0222.adjusted in June 1991.
 QP0222
 QP0222.Photographs are available for this station.
 QP0222
 QP0222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0222
 QP0222.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0222
 QP0222.The ellipsoidal height was determined by GPS observations
 QP0222.and is referenced to NAD 83.
 QP0222
 QP0222.The dynamic height is computed by dividing the NAVD 88
 QP0222.geopotential number by the normal gravity value computed on the
 QP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0222.degrees latitude (g = 980.6199 gals.).
 QP0222
 QP0222.The modeled gravity was interpolated from observed gravity values.
 QP0222
 QP0222. The following values were computed from the NAD 83(2007) position.
 QP0222
 QP0222;                    North         East     Units Scale Factor Converg.
 QP0222;SPC MN C     -   167,184.426   807,347.786   MT  1.00000268   +0 04 05.3
 QP0222;SPC MN C     -   548,504.24  2,648,773.53   sFT  1.00000268   +0 04 05.3
 QP0222;UTM  15      - 5,050,747.343   409,867.132   MT  0.99969988   -0 49 33.3
 QP0222
 QP0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0222!SPC MN C     -   0.99995119  x   1.00000268  =   0.99995387
 QP0222!UTM  15      -   0.99995119  x   0.99969988  =   0.99965108
 QP0222
 QP0222                          SUPERSEDED SURVEY CONTROL
 QP0222
 QP0222  NAD 83(1996)-  45 36 15.92279(N)    094 09 20.93074(W) AD(       ) 1
 QP0222  ELLIP H (07/29/03)  311.385  (m)                       GP(       ) 4 1
 QP0222  NAVD 88 (07/29/03)  338.36   (m)         1110.1    (f) LEVELING    3  
 QP0222  NGVD 29 (??/??/92)  338.241  (m)         1109.71   (f) ADJ UNCH    1 1
 QP0222
 QP0222.Superseded values are not recommended for survey control.
 QP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0222.See file dsdata.txt to determine how the superseded data were derived.
 QP0222
 QP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0986750747(NAD 83)
 QP0222
 QP0222_MARKER: DB = BENCH MARK DISK
 QP0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0222_STAMPING: 0502 J 1971
 QP0222_MARK LOGO: MNHD  
 QP0222_PROJECTION: PROJECTING 13 CENTIMETERS
 QP0222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0222+STABILITY: SURFACE MOTION
 QP0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0222+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0222
 QP0222  HISTORY     - Date     Condition        Report By
 QP0222  HISTORY     - 1971     MONUMENTED       MNHD
 QP0222  HISTORY     - 1974     GOOD             MNDT
 QP0222  HISTORY     - 1976     GOOD             NGS
 QP0222  HISTORY     - 20001019 GOOD             MNDT
 QP0222  HISTORY     - 20050725 GOOD             MNDT
 QP0222  HISTORY     - 20080422 GOOD             MNDT
 QP0222  HISTORY     - 20080623 GOOD             MNDT
 QP0222
 QP0222                          STATION DESCRIPTION
 QP0222
 QP0222'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0222'1.3 MI NE FROM SAUK RAPIDS.
 QP0222'THE MARK IS LOCATED 0.6 MILES NORTH ALONG T.H. 10 FROM THE COUNTY ROAD
 QP0222'3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, ALSO 1.5 MILES SOUTH ALONG
 QP0222'T.H. 10 FROM THE JUNCTION OF T.H. 10 AND T.H. 152 WHICH IS 2 MILES
 QP0222'NORTH OF SAUK RAPIDS, AND ABOUT 0.15 MILES NORTHWEST OF AN OLD GRANITE
 QP0222'QUARRY.  IT IS 93 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 10
 QP0222'SOUTHBOUND, 228 FEET NORTH OF THE WEST LEG OF A HIGHWAY INFORMATION
 QP0222'SIGN (3 SAUK RAPIDS) AND 6.0 FEET NORTHEAST OF THE SOUTHWEST RIGHT OF
 QP0222'WAY FENCE.  IT IS 0.5 FEET SOUTH OF A STEEL WITNESS POST, ABOUT 3 FEET
 QP0222'HIGHER THAN T.H. 10, AND PROJECTING 6 INCHES.  THE REINFORCED CONCRETE
 QP0222'POST IS MAGNETIC.  SE 1/4 SECTION 14, T 36N, R 31W.
 QP0222
 QP0222                          STATION RECOVERY (1976)
 QP0222
 QP0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0222'1.4 MILES EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0222'ROAD 33, THENCE 1.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 10, 2.9 MILES
 QP0222'NORTH OF ST. CLOUD, 93 FT. SOUTHWEST OF THE CENTER LINE OF THE
 QP0222'SOUTHWEST LANES OF THE HIGHWAY, 88.5 FT. EAST-SOUTHEAST OF THE
 QP0222'NORTHEAST CORNER OF A STEARNS MANFACTURING COMPANY WAREHOUSE, 228.3
 QP0222'FT. NORTHWEST OF THE SOUTHWEST STEEL LEG OF A 3 SAUK RAPIDS SIGN,
 QP0222'6.0 FT. NORTHEAST OF A FENCE.
 QP0222
 QP0222                          STATION RECOVERY (2000)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0222'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QP0222
 QP0222                          STATION RECOVERY (2005)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0222'2.5 MILES SOUTHEAST OF SARTELL, 1.1 MILES SOUTHEAST OF JUNCTION OF
 QP0222'TRUNK HIGHWAY 10 AND COUNTY ROAD 29, AT TRUNK HIGHWAY 10 MILE POINT
 QP0222'174.9.
 QP0222' 
 QP0222'93 FEET SOUTHWEST OF SOUTH-BOUND TRUNK HIGHWAY 10, 88.5 FEET
 QP0222'EAST-SOUTHEAST OF NORTHEAST CORNER OF WAREHOUSE, 228.3 FEET NORTHWEST
 QP0222'OF SOUTHWEST LEG OF 3 SAUK RAPIDS SIGN, 6 FEET NORTHEAST OF FENCE, 1.0
 QP0222'FEET SOUTH OF WITNESS POST
 QP0222
 QP0222                          STATION RECOVERY (2008)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0222'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF
 QP0222'MAYHEW, 7.5 MI (12.1 KM) NORTH-NORTHWEST OF CABLE AND 3.0 MI (4.8 KM)
 QP0222'NORTH OF SAINT CLOUD.
 QP0222' 
 QP0222'TO REACH TO THE MARK 2.5 MI (4.0 KM) SOUTHEAST OF SARTELL, 1.1 MI (1.8
 QP0222'KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 29,
 QP0222'AT TRUNK HIGHWAY 10 MILE POINT 174.9, 93 FT (28.3 M) SOUTHWEST OF
 QP0222'SOUTH-BOUND TRUNK HIGHWAY 10, 88.5 FT (27.0 M) EAST-SOUTHEAST OF THE
 QP0222'NORTHEAST CORNER OF WAREHOUSE, 228.3 FT (69.6 M) NORTHWEST OF
 QP0222'SOUTHWEST LEG OF 3 SAUK RAPIDS SIGN, 6 FT (1.8 M) NORTHEAST OF A
 QP0222'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 QP0222
 QP0222                          STATION RECOVERY (2008)
 QP0222
 QP0222'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0222'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF MAYHEW,
 QP0222'7.5 MI (12.1 KM) NORTH-NORTHWEST OF CABLE AND 3.0 MI (4.8 KM) NORTH OF
 QP0222'SAINT CLOUD.
 QP0222' 
 QP0222'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTHEAST OF SARTELL, 1.1 MI
 QP0222'(1.8 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD
 QP0222'29, AT TRUNK HIGHWAY 10 MILE POINT 174.9, 93 FT (28.3 M) SOUTHWEST OF
 QP0222'SOUTH-BOUND TRUNK HIGHWAY 10, 88.5 FT (27.0 M) EAST-SOUTHEAST OF THE
 QP0222'NORTHEAST CORNER OF WAREHOUSE, 228.3 FT (69.6 M) NORTHWEST OF
 QP0222'SOUTHWEST LEG OF 3 SAUK RAPIDS SIGN, 6 FT (1.8 M) NORTHEAST OF A
 QP0222'FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0221 ***********************************************************************
 QP0221  DESIGNATION -  0502 K
 QP0221  PID         -  QP0221
 QP0221  STATE/COUNTY-  MN/BENTON
 QP0221  COUNTRY     -  US
 QP0221  USGS QUAD   -  ST CLOUD (1993)
 QP0221
 QP0221                         *CURRENT SURVEY CONTROL
 QP0221  ______________________________________________________________________
 QP0221* NAD 83(1996) POSITION- 45 36 40.34035(N) 094 09 43.93701(W)   ADJUSTED  
 QP0221* NAVD 88 ORTHO HEIGHT -   341.118  (meters)    1119.15  (feet) ADJUSTED  
 QP0221  ______________________________________________________________________
 QP0221  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC09
 QP0221  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 QP0221  DYNAMIC HEIGHT  -        341.113 (meters)     1119.13  (feet) COMP
 QP0221  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QP0221
 QP0221  HORZ ORDER      -  SECOND
 QP0221  VERT ORDER      -  SECOND    CLASS I
 QP0221
 QP0221.The horizontal coordinates were established by classical geodetic methods
 QP0221.and adjusted by the National Geodetic Survey in March 1999.
 QP0221.
 QP0221.The orthometric height was determined by differential leveling and
 QP0221.adjusted in August 2004.
 QP0221
 QP0221.Photographs are available for this station.
 QP0221
 QP0221.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0221
 QP0221.The dynamic height is computed by dividing the NAVD 88
 QP0221.geopotential number by the normal gravity value computed on the
 QP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0221.degrees latitude (g = 980.6199 gals.).
 QP0221
 QP0221.The modeled gravity was interpolated from observed gravity values.
 QP0221
 QP0221. The following values were computed from the NAD 83(1996) position.
 QP0221
 QP0221;                    North         East     Units Scale Factor Converg.
 QP0221;SPC MN C     -   167,937.693   806,848.394   MT  1.00000119   +0 03 48.6
 QP0221;SPC MN C     -   550,975.58  2,647,135.11   sFT  1.00000119   +0 03 48.6
 QP0221;UTM  15      - 5,051,508.081   409,379.702   MT  0.99970096   -0 49 50.1
 QP0221
 QP0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0221!SPC MN C     -   0.99995075  x   1.00000119  =   0.99995194
 QP0221!UTM  15      -   0.99995075  x   0.99970096  =   0.99965173
 QP0221
 QP0221                          SUPERSEDED SURVEY CONTROL
 QP0221
 QP0221  NAD 83(1986)-  45 36 40.33738(N)    094 09 43.93310(W) AD(       ) 2
 QP0221  NAD 27      -  45 36 40.46346(N)    094 09 42.96253(W) AD(       ) 2
 QP0221  NAVD 88 (06/15/91)  341.124  (m)         1119.17   (f) SUPERSEDED  1 1
 QP0221  NGVD 29 (??/??/92)  341.007  (m)         1118.79   (f) ADJ UNCH    1 1
 QP0221
 QP0221.Superseded values are not recommended for survey control.
 QP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0221.See file dsdata.txt to determine how the superseded data were derived.
 QP0221
 QP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0937951508(NAD 83)
 QP0221
 QP0221_MARKER: DB = BENCH MARK DISK
 QP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0221_STAMPING: 0502 K 1971
 QP0221_MARK LOGO: MNHD  
 QP0221_PROJECTION: FLUSH
 QP0221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0221+STABILITY: SURFACE MOTION
 QP0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0221+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0221
 QP0221  HISTORY     - Date     Condition        Report By
 QP0221  HISTORY     - 1971     MONUMENTED       MNHD
 QP0221  HISTORY     - 1974     GOOD             MNDT
 QP0221  HISTORY     - 1976     GOOD             NGS
 QP0221  HISTORY     - 20001019 GOOD             MNDT
 QP0221  HISTORY     - 20050725 GOOD             MNDT
 QP0221  HISTORY     - 20080623 GOOD             MNDT
 QP0221
 QP0221                          STATION DESCRIPTION
 QP0221
 QP0221'DESCRIBED BY MN HIGHWAY DEPT 1971 (DKH)
 QP0221'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF SAUK
 QP0221'RAPIDS, IN THE NE 1/4 OF SECTION 14, T36N, R31W, ON THE NORTHEAST
 QP0221'RIGHT-OF-WAY OF TRUNK HIGHWAY 10.
 QP0221'
 QP0221'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 QP0221'HIGHWAY 10, ABOUT 1-1/2 MILES NORTH OF SAUK RAPIDS, GO SOUTHEAST ON
 QP0221'TRUNK HIGHWAY 10 FOR 0.9 MILE TO THE MARK ON THE LEFT.
 QP0221'
 QP0221'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QP0221'STAMPED---0502K 1971---, IS SET IN THE TOP OF A 5 INCH ROUND PRECAST
 QP0221'CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 QP0221'THE MARK IS 91.0 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 QP0221'LANE OF TRUNK HIGHWAY 10, 8.3 FEET WEST OF THE RIGHT-OF-WAY FENCE, 87
 QP0221'FEET NORTH OF THE NORTH BRACE POST IN THE FENCE, AND 0.8 FOOT
 QP0221'SOUTHWEST OF A STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR
 QP0221'THIS STATION.
 QP0221'
 QP0221'THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION SARTELL MNDT.
 QP0221
 QP0221                          STATION RECOVERY (1974)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QP0221'1.5 MI N FROM SAUK RAPIDS.
 QP0221'THE MARK IS LOCATED 1.2 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0221'ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, ALSO 0.9 MILES
 QP0221'SOUTHEAST OF THE JUNCTION OF T.H. 10 AND T.H. 152 WHICH IS ABOUT 2
 QP0221'MILES NORTH OF SAUK RAPIDS.  IT IS 91.0 FEET NORTHEAST OF THE
 QP0221'CENTERLINE OF T.H. 10 NORTHBOUND, 8.3 FEET WEST OF THE EAST RIGHT OF
 QP0221'WAY FENCE, AND 87 FEET NORTH OF THE NORTH POST OF TWO BRACE POSTS IN
 QP0221'THE RIGHT OF WAY FENCE.  IT IS 0.8 FEET SOUTHWEST OF A STEEL WITNESS
 QP0221'POST, 4 FEET HIGHER THAN T.H. 10, AND PROJECTS 2 INCHES ABOVE THE
 QP0221'GROUND.  THE REINFORCED CONCRETE POST IS MAGNETIC.  NE 1/4 SECTION 14,
 QP0221'T 36N, R 31W.
 QP0221
 QP0221                          STATION RECOVERY (1976)
 QP0221
 QP0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0221'1.4 MILE EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0221'ROAD 33, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 10, 91 FT.
 QP0221'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 87 FT.
 QP0221'NORTH OF THE NORTH POST OF TWO BRACE POST IN THE RIGHT OF WAY FENCE
 QP0221'8.3 FT. WEST OF THE EAST RIGHT OF WAY FENCE.
 QP0221
 QP0221                          STATION RECOVERY (2000)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0221'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0221'THE MARK IS 1.5 MI (2.4 KM) NORTH OF SAUK RAPIDS, 3.80 MI (6.12 KM)
 QP0221'NORTH ALONG TH 10 FROM THE JCT TH 10 AND TH 23 (1 MI EAST OF ST.
 QP0221'CLOUD,) AT TH 10 MP 174.2, 91.0 FT (27.7 M) NE OF NB TH 10, 49.2 FT
 QP0221'(15.0 M) EAST OF THE EAST LEG OF CO RD 29 SIGNPOST, 8.3 FT (2.5 M)
 QP0221'WEST OF R/W FENCE, 87 FT (26.5 M) NORTH OF NORTH BRACE POST IN FENCE,
 QP0221'0.8 FT (24.4 CM) SW OF WIT POST, MAGNETIC, NOT SUITABLE FOR GPS DUE TO
 QP0221'TREES.
 QP0221
 QP0221                          STATION RECOVERY (2005)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0221'1.5 MILES NORTH OF SAUK RAPIDS, 3.80 MILES NORTH ALONG TRUNK HIGHWAY
 QP0221'10 FROM THE JUNCTION TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23,  AT TRUNK
 QP0221'HIGHWAY 10 MILEPOINT 174.2
 QP0221' 
 QP0221'91.0 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 8.3 FEET WEST OF
 QP0221'RIGHT OF WAY FENCE, 87 FEET NORTH OF NORTH BRACE POST IN FENCE, 0.8
 QP0221'FEET SOUTHWEST OF WITNESS POST
 QP0221
 QP0221                          STATION RECOVERY (2008)
 QP0221
 QP0221'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0221'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF CABLE,
 QP0221'7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF MAYHEW AND 3.5 MI (5.6 KM) NORTH
 QP0221'OF SAINT CLOUD.
 QP0221' 
 QP0221'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTH OF SAUK RAPIDS, 3.80 MI
 QP0221'(6.1 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION TRUNK HIGHWAY
 QP0221'10 AND TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 10 MILE POINT 174.15, 91.0
 QP0221'FT (27.7 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 8.3 FT (2.5 M)
 QP0221'WEST OF RIGHT OF WAY FENCE, 87 FT (26.5 M) NORTH OF NORTH BRACE POST
 QP0221'IN FENCE, 0.8 FT (0.2 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0220 ***********************************************************************
 QP0220  DESIGNATION -  0502 L
 QP0220  PID         -  QP0220
 QP0220  STATE/COUNTY-  MN/BENTON
 QP0220  COUNTRY     -  US
 QP0220  USGS QUAD   -  ST CLOUD (1993)
 QP0220
 QP0220                         *CURRENT SURVEY CONTROL
 QP0220  ______________________________________________________________________
 QP0220* NAD 83(2007) POSITION- 45 36 59.77606(N) 094 10 06.09407(W)   ADJUSTED  
 QP0220* NAD 83(2007) ELLIP HT-   305.718 (meters)        (02/10/07)   ADJUSTED
 QP0220* NAD 83(2007) EPOCH   -  2002.00
 QP0220* NAVD 88 ORTHO HEIGHT -   332.694  (meters)    1091.51  (feet) ADJUSTED  
 QP0220  ______________________________________________________________________
 QP0220  NAD 83(2007) X  -   -324,846.573 (meters)                     COMP
 QP0220  NAD 83(2007) Y  - -4,457,266.481 (meters)                     COMP
 QP0220  NAD 83(2007) Z  -  4,535,761.880 (meters)                     COMP
 QP0220  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC09
 QP0220  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 QP0220  DYNAMIC HEIGHT  -        332.689 (meters)     1091.50  (feet) COMP
 QP0220  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 QP0220
 QP0220  VERT ORDER      -  SECOND    CLASS I
 QP0220
 QP0220  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0220  Type                                         Horiz  Ellip  Dist(km)
 QP0220  -------------------------------------------------------------------
 QP0220  NETWORK                                       0.68   0.55
 QP0220  -------------------------------------------------------------------
 QP0220  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.67   0.35      1.12
 QP0220  -------------------------------------------------------------------
 QP0220  NOTE: Click here for information on individual local accuracy
 QP0220  values and other accuracy information.
 QP0220
 QP0220
 QP0220.The horizontal coordinates were established by GPS observations
 QP0220.and adjusted by the National Geodetic Survey in February 2007.
 QP0220
 QP0220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0220.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0220
 QP0220.The horizontal coordinates are valid at the epoch date displayed above
 QP0220.which is a decimal equivalence of Year/Month/Day.
 QP0220
 QP0220.The orthometric height was determined by differential leveling and
 QP0220.adjusted in May 2007.
 QP0220
 QP0220.Photographs are available for this station.
 QP0220
 QP0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0220
 QP0220.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0220
 QP0220.The ellipsoidal height was determined by GPS observations
 QP0220.and is referenced to NAD 83.
 QP0220
 QP0220.The dynamic height is computed by dividing the NAVD 88
 QP0220.geopotential number by the normal gravity value computed on the
 QP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0220.degrees latitude (g = 980.6199 gals.).
 QP0220
 QP0220.The modeled gravity was interpolated from observed gravity values.
 QP0220
 QP0220. The following values were computed from the NAD 83(2007) position.
 QP0220
 QP0220;                    North         East     Units Scale Factor Converg.
 QP0220;SPC MN C     -   168,537.224   806,367.681   MT  1.00000001   +0 03 32.6
 QP0220;SPC MN C     -   552,942.54  2,645,557.97   sFT  1.00000001   +0 03 32.6
 QP0220;UTM  15      - 5,052,114.858   408,908.544   MT  0.99970201   -0 50 06.2
 QP0220
 QP0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0220!SPC MN C     -   0.99995207  x   1.00000001  =   0.99995208
 QP0220!UTM  15      -   0.99995207  x   0.99970201  =   0.99965410
 QP0220
 QP0220:                Primary Azimuth Mark                     Grid Az
 QP0220:SPC MN C     -  SARTELL                                  298 01 47.9
 QP0220:UTM  15      -  SARTELL                                  298 55 26.7
 QP0220
 QP0220|---------------------------------------------------------------------|
 QP0220| PID    Reference Object                     Distance      Geod. Az  |
 QP0220|                                                           dddmmss.s |
 QP0220| QP1081 SARTELL                             444.774 METERS 2980520.5 |
 QP0220| QP0219 0502 N                              APPROX. 0.7 KM 3272737.2 |
 QP0220| AJ8561 0502 Y                              APPROX. 1.2 KM 3343811.0 |
 QP0220|---------------------------------------------------------------------|
 QP0220
 QP0220                          SUPERSEDED SURVEY CONTROL
 QP0220
 QP0220  NAD 83(1996)-  45 36 59.77572(N)    094 10 06.09402(W) AD(       ) 1
 QP0220  ELLIP H (07/29/03)  305.751  (m)                       GP(       ) 4 1
 QP0220  NAVD 88 (08/10/04)  332.688  (m)         1091.49   (f) SUPERSEDED  2 1
 QP0220  NAVD 88 (07/29/03)  332.70   (m)         1091.5    (f) LEVELING    3  
 QP0220  NAVD 88 (06/15/91)  332.686  (m)         1091.49   (f) SUPERSEDED  1 1
 QP0220  NGVD 29 (??/??/92)  332.570  (m)         1091.11   (f) ADJ UNCH    1 1
 QP0220
 QP0220.Superseded values are not recommended for survey control.
 QP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0220.See file dsdata.txt to determine how the superseded data were derived.
 QP0220
 QP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0890852114(NAD 83)
 QP0220
 QP0220_MARKER: DB = BENCH MARK DISK
 QP0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0220_STAMPING: 0502 L 1971
 QP0220_MARK LOGO: MNHD  
 QP0220_PROJECTION: PROJECTING 8 CENTIMETERS
 QP0220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0220+STABILITY: SURFACE MOTION
 QP0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0220+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0220
 QP0220  HISTORY     - Date     Condition        Report By
 QP0220  HISTORY     - 1971     MONUMENTED       MNHD
 QP0220  HISTORY     - 1974     GOOD             MNDT
 QP0220  HISTORY     - 1976     GOOD             NGS
 QP0220  HISTORY     - 20001024 GOOD             MNDT
 QP0220  HISTORY     - 20050725 GOOD             MNDT
 QP0220  HISTORY     - 20080623 GOOD             MNDT
 QP0220
 QP0220                          STATION DESCRIPTION
 QP0220
 QP0220'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0220'1.7 MI N FROM SAUK RAPIDS.
 QP0220'THE MARK IS LOCATED 1.7 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0220'ROAD 3 BRIDGE OVER T.H. 10, ALSO 0.4 MILES SOUTHEAST ALONG T.H. 10
 QP0220'FROM THE JUNCTION OF T.H. 10 AND T.H. 152 WHICH IS 2 MILES NORTH OF
 QP0220'SAUK RAPIDS.  IT IS 250 FEET SOUTH OF THE CENTER OF COUNTY ROAD 29, 83
 QP0220'FEET NORTHEAST OF THE CENTERLINE OF T.H. 10 NORTHBOUND, 16.5 FEET
 QP0220'SOUTHWEST OF THE NORTHEAST RIGHT OF WAY FENCE, AND 41.8 FEET SOUTH OF
 QP0220'THE CORNER POST IN THE RIGHT OF WAY FENCE.  IT IS 0.4 FEET SOUTHWEST
 QP0220'OF A STEEL WITNESS POST, 2 FEET HIGHER THAN T.H. 10, AND IS FLUSH WITH
 QP0220'THE GROUND.  THE REINFORCED CONCRETE POST IS MAGNETIC.  NW 1/4 SECTION
 QP0220'14, T 36N, R 31W.
 QP0220
 QP0220                          STATION RECOVERY (1976)
 QP0220
 QP0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0220'1.4 MILES EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0220'ROAD 33, 0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE STATE
 QP0220'HIGHWAY 152 OVERPASS, AT THE JUNCTION OF U.S. HIGHWAY 10, 83 FT.
 QP0220'NORTHEAST OF THE CENTER LINE OF THE NORTHEAST HIGHWAY LANES, 219 FT.
 QP0220'SOUTH OF THE CENTER LINE OF THE ROAD, 42.5 FEET SOUTH-SOUTHEAST OF A
 QP0220'FENCE CORNER, 16.5 FT. SOUTHWEST OF A FENCE.
 QP0220
 QP0220                          STATION RECOVERY (2000)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0220'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0220'THE MARK IS LOCATED 1.4 MI (2.3 KM) EAST OF JCT OF CO RD 29 AND CO RD
 QP0220'33 AT SARTELL, AT JCT OF TH 10 AND CO RD 29, 83 FT (25.3 M) NE OF NB
 QP0220'TH 10, 189 FT (57.6 M) NW OF CO RD 29, 129.5 FT (39.5 M) WNW OF LIGHT
 QP0220'POLE NUMBER 05C37, 2.3 FT (0.7 M) SW OF WIT POST, PROJECTS 3 INCHES,
 QP0220'MAGNETIC, AND SUITABLE FOR GPS.
 QP0220
 QP0220                          STATION RECOVERY (2005)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0220'1.4 MILES EAST OF JUNCTION OF COUNTY ROAD 29 AND COUNTY ROAD 33 AT
 QP0220'SARTELL, AT JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 29, AT TRUNK
 QP0220'HIGHWAY MILEPOINT 173.8,
 QP0220' 
 QP0220'83 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 219 FEET NORTH OF
 QP0220'COUNTY ROAD 29, 16.5 FEET SOUTHWEST OF FENCE, 1.0 FEET SOUTHWEST OF
 QP0220'WITNESS POST
 QP0220
 QP0220                          STATION RECOVERY (2008)
 QP0220
 QP0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0220'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF SAINT STEPHEN,
 QP0220'7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF MAYHEW AND 3.8 MI (6.1 KM) NORTH
 QP0220'OF SAINT CLOUD.
 QP0220' 
 QP0220'TO REACH TO THE MARK GO 1.4 MI (2.3 KM) EAST OF THE JUNCTION OF COUNTY
 QP0220'ROAD 29 AND COUNTY ROAD 33 AT SARTELL, AT THE JUNCTION OF TRUNK
 QP0220'HIGHWAY 10 AND COUNTY ROAD 29, AT TRUNK HIGHWAY MILE POINT 173.8, 83
 QP0220'FT (25.3 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 10, 219 FT (66.8 M)
 QP0220'NORTH OF COUNTY ROAD 29, 16.5 FT (5.0 M) SOUTHWEST OF A FENCE, 1.0 FT
 QP0220'(0.3 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0218 ***********************************************************************
 QP0218  DESIGNATION -  0502 M
 QP0218  PID         -  QP0218
 QP0218  STATE/COUNTY-  MN/BENTON
 QP0218  COUNTRY     -  US
 QP0218  USGS QUAD   -  ST CLOUD (1993)
 QP0218
 QP0218                         *CURRENT SURVEY CONTROL
 QP0218  ______________________________________________________________________
 QP0218* NAD 83(1986) POSITION- 45 37 09.34   (N) 094 10 23.63   (W)   HD_HELD1  
 QP0218* NAVD 88 ORTHO HEIGHT -   334.700  (meters)    1098.09  (feet) ADJUSTED  
 QP0218  ______________________________________________________________________
 QP0218  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 QP0218  DYNAMIC HEIGHT  -        334.695 (meters)     1098.08  (feet) COMP
 QP0218  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 QP0218
 QP0218  VERT ORDER      -  SECOND    CLASS I
 QP0218
 QP0218.The horizontal coordinates were established by differentially corrected
 QP0218.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0218.
 QP0218.The orthometric height was determined by differential leveling and
 QP0218.adjusted in August 2004.
 QP0218
 QP0218.Photographs are available for this station.
 QP0218
 QP0218.The dynamic height is computed by dividing the NAVD 88
 QP0218.geopotential number by the normal gravity value computed on the
 QP0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0218.degrees latitude (g = 980.6199 gals.).
 QP0218
 QP0218.The modeled gravity was interpolated from observed gravity values.
 QP0218
 QP0218;                    North         East    Units  Estimated Accuracy
 QP0218;SPC MN C     -   168,832.1     805,987.5     MT  (+/- 3 meters HH1 GPS) 
 QP0218
 QP0218                          SUPERSEDED SURVEY CONTROL
 QP0218
 QP0218  NAD 27      -  45 37 06.68230(N)    094 10 23.22943(W) AD(       ) 3
 QP0218  NAVD 88 (06/15/91)  334.707  (m)         1098.12   (f) SUPERSEDED  1 1
 QP0218  NGVD 29 (??/??/92)  334.591  (m)         1097.74   (f) ADJ UNCH    1 1
 QP0218
 QP0218.Superseded values are not recommended for survey control.
 QP0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0218.See file dsdata.txt to determine how the superseded data were derived.
 QP0218
 QP0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0853352415(NAD 83)
 QP0218
 QP0218_MARKER: DB = BENCH MARK DISK
 QP0218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0218_SP_SET: BRIDGE ABUTMENT
 QP0218_STAMPING: 0502 M 1971
 QP0218_MARK LOGO: MNHD  
 QP0218_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0218+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0218
 QP0218  HISTORY     - Date     Condition        Report By
 QP0218  HISTORY     - 1971     MONUMENTED       MNHD
 QP0218  HISTORY     - 1974     GOOD             MNDT
 QP0218  HISTORY     - 1976     GOOD             NGS
 QP0218  HISTORY     - 19940917 GOOD             USPSQD
 QP0218  HISTORY     - 20001019 GOOD             MNDT
 QP0218  HISTORY     - 20050428 GOOD             MNDT
 QP0218  HISTORY     - 20080623 GOOD             MNDT
 QP0218
 QP0218                          STATION DESCRIPTION
 QP0218
 QP0218'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0218'2 MI N FROM SAUK RAPIDS.
 QP0218'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0218'ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, AT THE JUNCTION OF
 QP0218'T.H. 152 AND T.H. 10.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QP0218'BRIDGE NO. 05003 (T.H. 152 NORTHBOUND OVER T.H. 10 SOUTHBOUND), AND
 QP0218'25.8 FEET EAST OF THE CENTERLINE OF T.H. 152 NORTHBOUND.  IT IS ABOUT
 QP0218'0.5 FEET ABOVE THE ROADWAY AND CEMENTED INTO THE BRIDGE ABUTMENT. SW
 QP0218'1/4 SECTION 11, T 36N, R 31W.
 QP0218
 QP0218                          STATION RECOVERY (1976)
 QP0218
 QP0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0218'1.15 MILES EAST ALONG COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY
 QP0218'ROAD 33, THENCE 0.15 MILE NORTHEAST ALONG STATE HIGHWAY 152, AT THE
 QP0218'STATE HIGHWAY 152 BRIDGE NUMBER 05003 OVER THE SOUTH BOUND LANES OF
 QP0218'U.S. HIGHWAY 10, 25.8 FT. EAST OF THE CENTER LINE OF THE HIGHWAY,
 QP0218'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT, 1.4 FT.
 QP0218'WEST OF THE EAST END OF THE ABUTMENT.
 QP0218
 QP0218                          STATION RECOVERY (1994)
 QP0218
 QP0218'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0218'RECOVERED IN GOOD CONDITION.
 QP0218
 QP0218                          STATION RECOVERY (2000)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0218'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0218'THE MARK IS 1.3 MI (2.1 KM) EAST OF SARTELL, 0.3 MI (0.5 KM) NE ALONG
 QP0218'TH 15 FROM JCT TH 15 CO RD 29 IN SARTELL, IN EAST END OF SOUTH ABUT OF
 QP0218'NB TH 15 BRDG NO 05003 OVER TH 10, 26.6 FT (8.1 M) EAST OF NB TH 15,
 QP0218'1.4 FT (0.4 M) WEST OF EAST END OF ABUT, NOT SUITABLE FOR GPS.
 QP0218
 QP0218                          STATION RECOVERY (2005)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0218'1.3 MILES EAST OF SARTELL, 0.15 MILES NORTHEAST OF JUNCTION OF TRUNK
 QP0218'HIGHWAY 152 AND COUNTY ROAD 29, IN EAST END OF SOUTH ABUTMENT OF TRUNK
 QP0218'HIGHWAY 152 BRIDGE 05003 OVER SOUTH-BOUND TRUNK HIGHWAY 10,
 QP0218' 
 QP0218'25.8 FEET EAST OF TRUNK HIGHWAY 152, 1.4 FEET WEST OF EAST END OF
 QP0218'ABUTMENT
 QP0218
 QP0218                          STATION RECOVERY (2008)
 QP0218
 QP0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0218'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF SAINT STEPHEN,
 QP0218'7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF MAYHEW AND 4.0 MI (6.4 KM) NORTH
 QP0218'OF SAINT CLOUD.
 QP0218' 
 QP0218'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) EAST OF SARTELL, 0.15 MI (0.2
 QP0218'KM) NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 29,
 QP0218'IN EAST END OF SOUTH ABUTMENT OF TRUNK HIGHWAY 15 BRIDGE 05003 OVER
 QP0218'SOUTH-BOUND TRUNK HIGHWAY 10, 25.8 FT (7.9 M) EAST OF TRUNK HIGHWAY
 QP0218'15, 1.4 FT (0.4 M) WEST OF EAST END OF ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0219 ***********************************************************************
 QP0219  DESIGNATION -  0502 N
 QP0219  PID         -  QP0219
 QP0219  STATE/COUNTY-  MN/BENTON
 QP0219  COUNTRY     -  US
 QP0219  USGS QUAD   -  ST CLOUD (1993)
 QP0219
 QP0219                         *CURRENT SURVEY CONTROL
 QP0219  ______________________________________________________________________
 QP0219* NAD 83(2007) POSITION- 45 37 17.74943(N) 094 10 22.43725(W)   ADJUSTED  
 QP0219* NAD 83(2007) ELLIP HT-   301.640 (meters)        (02/10/07)   ADJUSTED
 QP0219* NAD 83(2007) EPOCH   -  2002.00
 QP0219* NAVD 88 ORTHO HEIGHT -   328.597  (meters)    1078.07  (feet) ADJUSTED  
 QP0219  ______________________________________________________________________
 QP0219  NAD 83(2007) X  -   -325,170.671 (meters)                     COMP
 QP0219  NAD 83(2007) Y  - -4,456,842.328 (meters)                     COMP
 QP0219  NAD 83(2007) Z  -  4,536,147.093 (meters)                     COMP
 QP0219  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC09
 QP0219  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 QP0219  DYNAMIC HEIGHT  -        328.592 (meters)     1078.06  (feet) COMP
 QP0219  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QP0219
 QP0219  VERT ORDER      -  SECOND    CLASS I
 QP0219
 QP0219  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0219  Type                                         Horiz  Ellip  Dist(km)
 QP0219  -------------------------------------------------------------------
 QP0219  NETWORK                                       0.85   0.61
 QP0219  -------------------------------------------------------------------
 QP0219  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   0.31      0.66
 QP0219  -------------------------------------------------------------------
 QP0219  NOTE: Click here for information on individual local accuracy
 QP0219  values and other accuracy information.
 QP0219
 QP0219
 QP0219.The horizontal coordinates were established by GPS observations
 QP0219.and adjusted by the National Geodetic Survey in February 2007.
 QP0219
 QP0219.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0219.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0219
 QP0219.The horizontal coordinates are valid at the epoch date displayed above
 QP0219.which is a decimal equivalence of Year/Month/Day.
 QP0219
 QP0219.The orthometric height was determined by differential leveling and
 QP0219.adjusted in June 1991.
 QP0219
 QP0219.Photographs are available for this station.
 QP0219
 QP0219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0219
 QP0219.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0219
 QP0219.The ellipsoidal height was determined by GPS observations
 QP0219.and is referenced to NAD 83.
 QP0219
 QP0219.The dynamic height is computed by dividing the NAVD 88
 QP0219.geopotential number by the normal gravity value computed on the
 QP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0219.degrees latitude (g = 980.6199 gals.).
 QP0219
 QP0219.The modeled gravity was interpolated from observed gravity values.
 QP0219
 QP0219. The following values were computed from the NAD 83(2007) position.
 QP0219
 QP0219;                    North         East     Units Scale Factor Converg.
 QP0219;SPC MN C     -   169,091.766   806,013.054   MT  0.99999894   +0 03 20.8
 QP0219;SPC MN C     -   554,761.90  2,644,394.49   sFT  0.99999894   +0 03 20.8
 QP0219;UTM  15      - 5,052,674.700   408,562.717   MT  0.99970279   -0 50 18.1
 QP0219
 QP0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0219!SPC MN C     -   0.99995271  x   0.99999894  =   0.99995165
 QP0219!UTM  15      -   0.99995271  x   0.99970279  =   0.99965552
 QP0219
 QP0219:                Primary Azimuth Mark                     Grid Az
 QP0219:SPC MN C     -  0502 Y                                   343 04 24.5
 QP0219:UTM  15      -  0502 Y                                   343 58 03.4
 QP0219
 QP0219|---------------------------------------------------------------------|
 QP0219| PID    Reference Object                     Distance      Geod. Az  |
 QP0219|                                                           dddmmss.s |
 QP0219| AJ8561 0502 Y                              APPROX. 0.6 KM 3430745.3 |
 QP0219|---------------------------------------------------------------------|
 QP0219
 QP0219                          SUPERSEDED SURVEY CONTROL
 QP0219
 QP0219  NAD 83(1996)-  45 37 17.74909(N)    094 10 22.43719(W) AD(       ) 1
 QP0219  ELLIP H (07/29/03)  301.673  (m)                       GP(       ) 4 1
 QP0219  NAVD 88 (07/29/03)  328.61   (m)         1078.1    (f) LEVELING    3  
 QP0219  NGVD 29 (??/??/92)  328.481  (m)         1077.69   (f) ADJ UNCH    2 0
 QP0219
 QP0219.Superseded values are not recommended for survey control.
 QP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0219.See file dsdata.txt to determine how the superseded data were derived.
 QP0219
 QP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0856252674(NAD 83)
 QP0219
 QP0219_MARKER: DB = BENCH MARK DISK
 QP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0219_STAMPING: 0502 N 1971
 QP0219_MARK LOGO: MNHD  
 QP0219_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0219+STABILITY: SURFACE MOTION
 QP0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0219+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 QP0219
 QP0219  HISTORY     - Date     Condition        Report By
 QP0219  HISTORY     - 1971     MONUMENTED       MNHD
 QP0219  HISTORY     - 1974     GOOD             MNDT
 QP0219  HISTORY     - 19940917 GOOD             USPSQD
 QP0219  HISTORY     - 20001019 GOOD             MNDT
 QP0219  HISTORY     - 20050725 GOOD             MNDT
 QP0219  HISTORY     - 20080623 GOOD             MNDT
 QP0219
 QP0219                          STATION DESCRIPTION
 QP0219
 QP0219'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0219'2 MI N FROM SAUK RAPIDS.
 QP0219'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG T.H. 10 FROM THE COUNTY
 QP0219'ROAD 3 BRIDGE OVER T.H. 10 EAST OF SAUK RAPIDS, NEAR THE JUNCTION OF
 QP0219'T.H. 10 AND T.H. 152.  IT IS 80 FEET EAST OF THE CENTERLINE OF T.H. 10
 QP0219'NORTHBOUND AT ENGINEERS STATION 265 WHICH IS STENCILED IN THE CONCRETE
 QP0219'ROADWAY, 200 FEET SOUTH OF A CORNER FENCE POST, 139 FEET SOUTH OF A
 QP0219'RIGHT OF WAY SIGN POST, AND 24.3 FEET WEST OF THE EAST RIGHT OF WAY
 QP0219'FENCE.  IT IS 0.6 FEET WEST OF A STEEL WITNESS POST, AND PROJECTS 3
 QP0219'INCHES ABOVE THE GROUND.  SW 1/4 SECTION 11, T 36N, R 31W.
 QP0219
 QP0219                          STATION RECOVERY (1994)
 QP0219
 QP0219'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0219'RECOVERED IN GOOD CONDITION.
 QP0219
 QP0219                          STATION RECOVERY (2000)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0219'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0219'THE MARK IS LOCATED 4.8 MI (7.7 KM) NORTH ALONG TH 10 FROM JCT TH 10
 QP0219'AND TH 23 (1 MI EAST OF ST CLOUD) , AT TH 10 MP 173.20, 80 FT (24.4 M)
 QP0219'EAST OF NB TH 10, AT TH 10 STA 265, 200 FT (61.0 M) SOUTH OF FENCE
 QP0219'COR, 139 FT (42.4 M) SOUTH OF R/W POST, 24.3 FT (7.4 M) WEST OF FENCE,
 QP0219'0.6 FT (18.3 CM) WEST OF WIT POST, MAGNETIC, PROJECTS 2 INCHES, AND
 QP0219'SUITABLE FOR GPS.
 QP0219
 QP0219                          STATION RECOVERY (2005)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 QP0219'2 MILES NORTH OF SAUK RAPIDS, 2.1 MILES NORTHWEST OF COUNTY ROAD 3, 80
 QP0219'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY MILEPOINT
 QP0219'173.2, AT TRUNK HIGHWAY 10 STATION 265,
 QP0219' 
 QP0219'200 FEET SOUTH OF FENCE CORNER, 139 FEET SOUTH OF RIGHT OF WAY POST,
 QP0219'24.3 FEET WEST OF FENCE, 0.6 FEET WEST OF WITNESS POST
 QP0219
 QP0219                          STATION RECOVERY (2008)
 QP0219
 QP0219'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0219'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF SAINT STEPHEN,
 QP0219'7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF MAYHEW AND 4.2 MI (6.8 KM) NORTH
 QP0219'OF SAINT CLOUD.
 QP0219' 
 QP0219'TO REACH TO THE MARK GO 2 MI (3.2 KM) NORTH OF SAUK RAPIDS, 2.1 MI
 QP0219'(3.4 KM) NORTHWEST OF COUNTY ROAD 3, 80 FT (24.4 M) EAST OF NORTHBOUND
 QP0219'TRUNK HIGHWAY 10, AT TRUNK HIGHWAY MILE POINT 173.2, AT TRUNK HIGHWAY
 QP0219'10 STATION 265, 200 FT (61.0 M) SOUTH OF A FENCE CORNER, 139 FT (42.4
 QP0219'M) SOUTH OF RIGHT OF WAY POST, 24.3 FT (7.4 M) WEST OF A FENCE, 0.6 FT
 QP0219'(0.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0072 ***********************************************************************
 QP0072  DESIGNATION -  0502 N 1
 QP0072  PID         -  QP0072
 QP0072  STATE/COUNTY-  MN/BENTON
 QP0072  COUNTRY     -  US
 QP0072  USGS QUAD   -  ST CLOUD (1993)
 QP0072
 QP0072                         *CURRENT SURVEY CONTROL
 QP0072  ______________________________________________________________________
 QP0072* NAD 83(1986) POSITION- 45 37 00.     (N) 094 11 31.     (W)   SCALED    
 QP0072* NAVD 88 ORTHO HEIGHT -   324.331  (meters)    1064.08  (feet) ADJUSTED  
 QP0072  ______________________________________________________________________
 QP0072  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 QP0072  DYNAMIC HEIGHT  -        324.326 (meters)     1064.06  (feet) COMP
 QP0072  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QP0072
 QP0072  VERT ORDER      -  FIRST     CLASS I
 QP0072
 QP0072.The horizontal coordinates were scaled from a topographic map and have
 QP0072.an estimated accuracy of +/- 6 seconds.
 QP0072.
 QP0072.The orthometric height was determined by differential leveling and
 QP0072.adjusted in June 1991.
 QP0072
 QP0072.The dynamic height is computed by dividing the NAVD 88
 QP0072.geopotential number by the normal gravity value computed on the
 QP0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0072.degrees latitude (g = 980.6199 gals.).
 QP0072
 QP0072.The modeled gravity was interpolated from observed gravity values.
 QP0072
 QP0072;                    North         East    Units  Estimated Accuracy
 QP0072;SPC MN C     -   168,540.      804,530.      MT  (+/- 180 meters Scaled)
 QP0072
 QP0072                          SUPERSEDED SURVEY CONTROL
 QP0072
 QP0072  NGVD 29 (??/??/92)  324.215  (m)         1063.70   (f) ADJ UNCH    1 1
 QP0072
 QP0072.Superseded values are not recommended for survey control.
 QP0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0072.See file dsdata.txt to determine how the superseded data were derived.
 QP0072
 QP0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL070521(NAD 83)
 QP0072
 QP0072_MARKER: DD = SURVEY DISK
 QP0072_SETTING: 66 = SET IN ROCK OUTCROP
 QP0072_SP_SET: ROCK LEDGE
 QP0072_STAMPING: 0502 N1 1974
 QP0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0072+STABILITY: POSITION/ELEVATION WELL
 QP0072
 QP0072  HISTORY     - Date     Condition        Report By
 QP0072  HISTORY     - 1974     MONUMENTED       MNDT
 QP0072  HISTORY     - 1976     GOOD             NGS
 QP0072  HISTORY     - 19940918 GOOD             USPSQD
 QP0072
 QP0072                          STATION DESCRIPTION
 QP0072
 QP0072'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0072'0.5 MI E FROM SARTELL.
 QP0072'THE MARK IS LOCATED 0.8 MILES WEST ALONG COUNTY ROAD 29 FROM THE
 QP0072'INTERSECTION OF COUNTY ROAD 29 AND T.H. 152 WHICH IS ABOUT 2 MILES
 QP0072'NORTH OF SAUK RAPIDS, 0.5 MILES EAST ALONG COUNTY ROAD 29 FROM THE
 QP0072'INTERSECTION OF COUNTY ROAD 29 AND COUNTY ROAD 33 (OLD T.H. 10) AT THE
 QP0072'SOUTH EDGE OF SARTELL.  IT IS SET IN A 9 FOOT BY 5 FOOT EXPOSED
 QP0072'PORTION OF LEDGE ROCK, ACROSS COUNTY ROAD 29 FROM THE COUNTRY MANOR
 QP0072'NURSING HOME, 66 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 29, 49.5
 QP0072'FEET NORTHWEST OF A BELL TELEPHONE UNDERGROUND CABLE MARKER (NO.
 QP0072'7542), 9 FEET WEST OF THE EXTENDED CENTERLINE OF THE EAST ENTRANCE TO
 QP0072'THE NURSING HOME, 103 FEET NORTHWEST OF POWER POLE NO. 40 (WITH
 QP0072'OVERHEAD LIGHT), AND 11.8 FEET WEST OF A 6 INCH ELM.  IT IS 4.5 FEET
 QP0072'EAST OF A STEEL WITNESS POST AND ABOUT 4 FEET LOWER THAN COUNTY ROAD
 QP0072'29.  SW 1/4 SECTION 10, T 36N, R 31W.
 QP0072
 QP0072                          STATION RECOVERY (1976)
 QP0072
 QP0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0072'0.5 MILE EAST ALONG COUNTY ROAD 29 (1ST STREET NORTHEAST) FROM THE
 QP0072'JUNCTION OF COUNTY ROAD 33 (BENTON DRIVE SOUTH), 9 FT. WEST OF THE
 QP0072'EXTENDED CENTER LINE OF THE EAST ENTRANCE ROAD TO THE COUNTRY MANOR
 QP0072'NURSING HOME, 66 FT. NORTH OF THE CENTER LINE OF THE ROAD, 49.5 FT.
 QP0072'NORTHWEST OF A TELEPHONE CABLE SPLICE BOX (NUMBER 7542), 103 FT.
 QP0072'NORTHWEST OF AND ACROSS THE ROAD FROM POWER LINE POLE NUMBER 40 WITH
 QP0072'A LIGHT, IN THE TOP OF A 5-BY 9-FOOT GRANITE OUTCROP WHICH PROJECTS
 QP0072'1 FT. ABOVE THE GROUND, 11.8 FEET WEST OF A LONE ELM TREE.
 QP0072
 QP0072                          STATION RECOVERY (1994)
 QP0072
 QP0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0078 ***********************************************************************
 QP0078  DESIGNATION -  0502 P 1
 QP0078  PID         -  QP0078
 QP0078  STATE/COUNTY-  MN/BENTON
 QP0078  COUNTRY     -  US
 QP0078  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0078
 QP0078                         *CURRENT SURVEY CONTROL
 QP0078  ______________________________________________________________________
 QP0078* NAD 83(1986) POSITION- 45 38 00.     (N) 094 12 06.     (W)   SCALED    
 QP0078* NAVD 88 ORTHO HEIGHT -   316.851  (meters)    1039.54  (feet) ADJUSTED  
 QP0078  ______________________________________________________________________
 QP0078  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 QP0078  DYNAMIC HEIGHT  -        316.847 (meters)     1039.52  (feet) COMP
 QP0078  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 QP0078
 QP0078  VERT ORDER      -  FIRST     CLASS I
 QP0078
 QP0078.The horizontal coordinates were scaled from a topographic map and have
 QP0078.an estimated accuracy of +/- 6 seconds.
 QP0078.
 QP0078.The orthometric height was determined by differential leveling and
 QP0078.adjusted in June 1991.
 QP0078
 QP0078.The dynamic height is computed by dividing the NAVD 88
 QP0078.geopotential number by the normal gravity value computed on the
 QP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0078.degrees latitude (g = 980.6199 gals.).
 QP0078
 QP0078.The modeled gravity was interpolated from observed gravity values.
 QP0078
 QP0078;                    North         East    Units  Estimated Accuracy
 QP0078;SPC MN C     -   170,390.      803,770.      MT  (+/- 180 meters Scaled)
 QP0078
 QP0078                          SUPERSEDED SURVEY CONTROL
 QP0078
 QP0078  NGVD 29 (??/??/92)  316.737  (m)         1039.16   (f) ADJ UNCH    1 1
 QP0078
 QP0078.Superseded values are not recommended for survey control.
 QP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0078.See file dsdata.txt to determine how the superseded data were derived.
 QP0078
 QP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL063540(NAD 83)
 QP0078
 QP0078_MARKER: DD = SURVEY DISK
 QP0078_SETTING: 66 = SET IN ROCK OUTCROP
 QP0078_SP_SET: ROCK OUTCROP
 QP0078_STAMPING: 0502 P1 1974
 QP0078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QP0078+STABILITY: POSITION/ELEVATION WELL
 QP0078
 QP0078  HISTORY     - Date     Condition        Report By
 QP0078  HISTORY     - 1974     MONUMENTED       MNDT
 QP0078  HISTORY     - 1976     GOOD             NGS
 QP0078  HISTORY     - 19940918 GOOD             USPSQD
 QP0078
 QP0078                          STATION DESCRIPTION
 QP0078
 QP0078'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0078'0.5 MI N FROM SARTELL.
 QP0078'THE MARK IS LOCATED 1.0 MILES NORTH ALONG COUNTY ROAD 33 (OLD T.H. 10)
 QP0078'FROM THE INTERSECTION OF COUNTY ROAD 33 AND COUNTY ROAD 29 AT THE
 QP0078'SOUTH EDGE OF SARTELL.  IT IS SET IN A 4 FOOT BY 7 FOOT EXPOSED ROCK
 QP0078'OUTCROPPING, 44.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 33, 212
 QP0078'FEET NORTH OF THE CENTER OF SCENIC DRIVE (T-ROAD EAST), 62 FEET SOUTH
 QP0078'OF THE CENTER OF A DRIVEWAY EAST TO E. M. ELCHERT RESIDENCE (FIRE NO.
 QP0078'116-B), 88.8 FEET NORTH-NORTHWEST OF POWER POLE NUMBER 45, AND 7 FEET
 QP0078'SOUTHWEST OF THE SOUTHWEST EDGE OF 20 FOOT BY 25 FOOT ROCK OUTCROP
 QP0078'WHICH IS 6 FEET HIGH.  SE 1/4 SECTION 4, T 36N, R 31W.
 QP0078
 QP0078                          STATION RECOVERY (1976)
 QP0078
 QP0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0078'1.1 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION OF COUNTY
 QP0078'ROAD 29, 212 FT. NORTH OF THE CENTER LINE OF SCENIC DRIVE, 44.5 FT.
 QP0078'EAST OF THE CENTER LINE OF THE ROAD, 62 FT. SOUTH OF THE CENTER
 QP0078'LINE OF A DRIVEWAY LEADING EAST TO FIRE NUMBER 116-B, 88.9 FT.
 QP0078'NORTH-NORTHWEST OF POWER LINE POLE NUMBER 19, IN THE TOP OF THE
 QP0078'SOUTH END OF A 4 BY 7-FT. GRANITE OUTCROP, 7 FT. SOUTHWEST OF THE
 QP0078'SOUTHWEST EDGE OF A 20 BY 25-FT. OUTCROP WHICH PROJECTS 6 FT.
 QP0078'ABOVE THE GROUND.
 QP0078
 QP0078                          STATION RECOVERY (1994)
 QP0078
 QP0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 QP0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8566 ***********************************************************************
 AJ8566  DESIGNATION -  0502 S
 AJ8566  PID         -  AJ8566
 AJ8566  STATE/COUNTY-  MN/BENTON
 AJ8566  COUNTRY     -  US
 AJ8566  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8566
 AJ8566                         *CURRENT SURVEY CONTROL
 AJ8566  ______________________________________________________________________
 AJ8566* NAD 83(1986) POSITION- 45 39 40.00   (N) 094 10 38.44   (W)   HD_HELD1  
 AJ8566* NAVD 88 ORTHO HEIGHT -   319.464  (meters)    1048.11  (feet) ADJUSTED  
 AJ8566  ______________________________________________________________________
 AJ8566  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 AJ8566  DYNAMIC HEIGHT  -        319.460 (meters)     1048.10  (feet) COMP
 AJ8566  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 AJ8566
 AJ8566  VERT ORDER      -  SECOND    CLASS I
 AJ8566
 AJ8566.The horizontal coordinates were established by differentially corrected
 AJ8566.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8566.
 AJ8566.The orthometric height was determined by differential leveling and
 AJ8566.adjusted in August 2004.
 AJ8566
 AJ8566.Photographs are available for this station.
 AJ8566
 AJ8566.The dynamic height is computed by dividing the NAVD 88
 AJ8566.geopotential number by the normal gravity value computed on the
 AJ8566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8566.degrees latitude (g = 980.6199 gals.).
 AJ8566
 AJ8566.The modeled gravity was interpolated from observed gravity values.
 AJ8566
 AJ8566;                    North         East    Units  Estimated Accuracy
 AJ8566;SPC MN C     -   173,483.2     805,662.3     MT  (+/- 3 meters HH1 GPS) 
 AJ8566
 AJ8566                          SUPERSEDED SURVEY CONTROL
 AJ8566
 AJ8566.No superseded survey control is available for this station.
 AJ8566
 AJ8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0828057069(NAD 83)
 AJ8566
 AJ8566_MARKER: DB = BENCH MARK DISK
 AJ8566_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ8566_SP_SET: BOX CULVERT
 AJ8566_STAMPING: 0502 S 1971
 AJ8566_MARK LOGO: MNHD  
 AJ8566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8566+STABILITY: SURFACE MOTION
 AJ8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8566+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AJ8566
 AJ8566  HISTORY     - Date     Condition        Report By
 AJ8566  HISTORY     - 1971     MONUMENTED       MNDT
 AJ8566  HISTORY     - 20001019 GOOD             MNDT
 AJ8566  HISTORY     - 20080623 GOOD             MNDT
 AJ8566
 AJ8566                          STATION DESCRIPTION
 AJ8566
 AJ8566'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ8566'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ8566'THE MARK IS 5 MI (8.0 KM) NORTH OF SAUK RAPIDS, AT TH 10 MP 170.10,
 AJ8566'0.45 MI (0.72 KM) NORTH OF CO RD 33, 0.55 MI (0.89 KM) SOUTH OF CO RD
 AJ8566'4, 41.5 FT (12.6 M) WEST OF SB TH 10, IN SOUTH END OF WEST HEADWALL OF
 AJ8566'TH 10 BOX CULVERT NUMBER 3666, AND NOT SUITABLE FOR GPS.
 AJ8566
 AJ8566                          STATION RECOVERY (2008)
 AJ8566
 AJ8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8566'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8557 ***********************************************************************
 AJ8557  DESIGNATION -  0502 T
 AJ8557  PID         -  AJ8557
 AJ8557  STATE/COUNTY-  MN/BENTON
 AJ8557  COUNTRY     -  US
 AJ8557  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8557
 AJ8557                         *CURRENT SURVEY CONTROL
 AJ8557  ______________________________________________________________________
 AJ8557* NAD 83(2007) POSITION- 45 40 10.24921(N) 094 10 33.96509(W)   ADJUSTED  
 AJ8557* NAD 83(2007) ELLIP HT-   294.136 (meters)        (02/10/07)   ADJUSTED
 AJ8557* NAD 83(2007) EPOCH   -  2002.00
 AJ8557* NAVD 88 ORTHO HEIGHT -   321.046  (meters)    1053.30  (feet) ADJUSTED  
 AJ8557  ______________________________________________________________________
 AJ8557  NAD 83(2007) X  -   -325,142.055 (meters)                     COMP
 AJ8557  NAD 83(2007) Y  - -4,453,020.847 (meters)                     COMP
 AJ8557  NAD 83(2007) Z  -  4,539,865.045 (meters)                     COMP
 AJ8557  LAPLACE CORR    -         -3.32  (seconds)                    DEFLEC09
 AJ8557  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 AJ8557  DYNAMIC HEIGHT  -        321.043 (meters)     1053.29  (feet) COMP
 AJ8557  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 AJ8557
 AJ8557  VERT ORDER      -  SECOND    CLASS I
 AJ8557
 AJ8557  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8557  Type                                         Horiz  Ellip  Dist(km)
 AJ8557  -------------------------------------------------------------------
 AJ8557  NETWORK                                       1.12   0.73
 AJ8557  -------------------------------------------------------------------
 AJ8557  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.03   0.61      2.40
 AJ8557  -------------------------------------------------------------------
 AJ8557  NOTE: Click here for information on individual local accuracy
 AJ8557  values and other accuracy information.
 AJ8557
 AJ8557
 AJ8557.The horizontal coordinates were established by GPS observations
 AJ8557.and adjusted by the National Geodetic Survey in February 2007.
 AJ8557
 AJ8557.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8557.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8557
 AJ8557.The horizontal coordinates are valid at the epoch date displayed above
 AJ8557.which is a decimal equivalence of Year/Month/Day.
 AJ8557
 AJ8557.The orthometric height was determined by differential leveling and
 AJ8557.adjusted in August 2004.
 AJ8557
 AJ8557.Photographs are available for this station.
 AJ8557
 AJ8557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8557
 AJ8557.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8557
 AJ8557.The ellipsoidal height was determined by GPS observations
 AJ8557.and is referenced to NAD 83.
 AJ8557
 AJ8557.The dynamic height is computed by dividing the NAVD 88
 AJ8557.geopotential number by the normal gravity value computed on the
 AJ8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8557.degrees latitude (g = 980.6199 gals.).
 AJ8557
 AJ8557.The modeled gravity was interpolated from observed gravity values.
 AJ8557
 AJ8557. The following values were computed from the NAD 83(2007) position.
 AJ8557
 AJ8557;                    North         East     Units Scale Factor Converg.
 AJ8557;SPC MN C     -   174,417.155   805,758.349   MT  0.99998897   +0 03 12.4
 AJ8557;SPC MN C     -   572,233.62  2,643,558.85   sFT  0.99998897   +0 03 12.4
 AJ8557;UTM  15      - 5,058,001.866   408,391.227   MT  0.99970317   -0 50 28.9
 AJ8557
 AJ8557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8557!SPC MN C     -   0.99995389  x   0.99998897  =   0.99994286
 AJ8557!UTM  15      -   0.99995389  x   0.99970317  =   0.99965707
 AJ8557
 AJ8557                          SUPERSEDED SURVEY CONTROL
 AJ8557
 AJ8557  NAD 83(1996)-  45 40 10.24890(N)    094 10 33.96503(W) AD(       ) 1
 AJ8557  ELLIP H (07/29/03)  294.170  (m)                       GP(       ) 4 1
 AJ8557  NAVD 88 (07/29/03)  321.05   (m)         1053.3    (f) LEVELING    3  
 AJ8557
 AJ8557.Superseded values are not recommended for survey control.
 AJ8557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8557.See file dsdata.txt to determine how the superseded data were derived.
 AJ8557
 AJ8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0839158001(NAD 83)
 AJ8557
 AJ8557_MARKER: DB = BENCH MARK DISK
 AJ8557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8557_STAMPING: 0502 T 1971
 AJ8557_MARK LOGO: MNHD  
 AJ8557_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8557+STABILITY: SURFACE MOTION
 AJ8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8557+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AJ8557
 AJ8557  HISTORY     - Date     Condition        Report By
 AJ8557  HISTORY     - 1971     MONUMENTED       MNHD
 AJ8557  HISTORY     - 20001012 GOOD             MNDT
 AJ8557  HISTORY     - 20080623 GOOD             MNDT
 AJ8557
 AJ8557                          STATION DESCRIPTION
 AJ8557
 AJ8557'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ8557'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ8557'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH OF SAUK RAPIDS, 0.5 MI
 AJ8557'(0.8 KM) SOUTH OF CO RD 4, AT TH 10 MP 169.40, THE MARK IS 92 FT (28.0
 AJ8557'M) WEST OF SB TH 10, AT TH 10 STA 441+43, 72.8 FT (22.2 M) SOUTH OF
 AJ8557'P-POLE, 72.0 FT (21.9 M) SSE OF 18 INCH OAK TREE, 0.8 FT (24.4 CM)
 AJ8557'EAST OF WIT POST, RECESSED 2 INCHES, MAGNETIC, GPS ABLE.
 AJ8557
 AJ8557                          STATION RECOVERY (2008)
 AJ8557
 AJ8557'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8557'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF RICE, 5.3
 AJ8557'MI (8.5 KM) EAST-SOUTHEAST OF SAINT STEPHEN AND 4.4 MI (7.1 KM)
 AJ8557'SOUTHWEST OF MAYHEW.
 AJ8557' 
 AJ8557'TO REACH TO THE MARK GO 5.2 MI (8.4 KM) NORTH OF SAUK RAPIDS, 0.4 MI
 AJ8557'(0.6 KM) SOUTH OF COUNTY ROAD 4, AT TRUNK HIGHWAY 10 MILE POINT
 AJ8557'169.30, AT TRUNK HIGHWAY 10 STATION 441+43, 92 FT (28.0 M) WEST OF
 AJ8557'SOUTH-BOUND TRUNK HIGHWAY 10, 0.8 FT (0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8558 ***********************************************************************
 AJ8558  DESIGNATION -  0502 U
 AJ8558  PID         -  AJ8558
 AJ8558  STATE/COUNTY-  MN/BENTON
 AJ8558  COUNTRY     -  US
 AJ8558  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8558
 AJ8558                         *CURRENT SURVEY CONTROL
 AJ8558  ______________________________________________________________________
 AJ8558* NAD 83(2007) POSITION- 45 43 13.19030(N) 094 11 23.15443(W)   ADJUSTED  
 AJ8558* NAD 83(2007) ELLIP HT-   295.353 (meters)        (02/10/07)   ADJUSTED
 AJ8558* NAD 83(2007) EPOCH   -  2002.00
 AJ8558* NAVD 88 ORTHO HEIGHT -   322.217  (meters)    1057.14  (feet) ADJUSTED  
 AJ8558  ______________________________________________________________________
 AJ8558  NAD 83(2007) X  -   -325,908.732 (meters)                     COMP
 AJ8558  NAD 83(2007) Y  - -4,448,912.711 (meters)                     COMP
 AJ8558  NAD 83(2007) Z  -  4,543,811.155 (meters)                     COMP
 AJ8558  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC09
 AJ8558  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AJ8558  DYNAMIC HEIGHT  -        322.216 (meters)     1057.14  (feet) COMP
 AJ8558  MODELED GRAVITY -    980,601.5   (mgal)                       NAVD 88
 AJ8558
 AJ8558  VERT ORDER      -  SECOND    CLASS I
 AJ8558
 AJ8558  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8558  Type                                         Horiz  Ellip  Dist(km)
 AJ8558  -------------------------------------------------------------------
 AJ8558  NETWORK                                       1.30   0.78
 AJ8558  -------------------------------------------------------------------
 AJ8558  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.92   0.47      2.16
 AJ8558  -------------------------------------------------------------------
 AJ8558  NOTE: Click here for information on individual local accuracy
 AJ8558  values and other accuracy information.
 AJ8558
 AJ8558
 AJ8558.The horizontal coordinates were established by GPS observations
 AJ8558.and adjusted by the National Geodetic Survey in February 2007.
 AJ8558
 AJ8558.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8558.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8558
 AJ8558.The horizontal coordinates are valid at the epoch date displayed above
 AJ8558.which is a decimal equivalence of Year/Month/Day.
 AJ8558
 AJ8558.The orthometric height was determined by differential leveling and
 AJ8558.adjusted in August 2004.
 AJ8558
 AJ8558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8558
 AJ8558.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8558
 AJ8558.The ellipsoidal height was determined by GPS observations
 AJ8558.and is referenced to NAD 83.
 AJ8558
 AJ8558.The dynamic height is computed by dividing the NAVD 88
 AJ8558.geopotential number by the normal gravity value computed on the
 AJ8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8558.degrees latitude (g = 980.6199 gals.).
 AJ8558
 AJ8558.The modeled gravity was interpolated from observed gravity values.
 AJ8558
 AJ8558. The following values were computed from the NAD 83(2007) position.
 AJ8558
 AJ8558;                    North         East     Units Scale Factor Converg.
 AJ8558;SPC MN C     -   180,064.231   804,689.346   MT  0.99997915   +0 02 36.9
 AJ8558;SPC MN C     -   590,760.73  2,640,051.63   sFT  0.99997915   +0 02 36.9
 AJ8558;UTM  15      - 5,063,663.370   407,410.848   MT  0.99970539   -0 51 06.7
 AJ8558
 AJ8558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8558!SPC MN C     -   0.99995370  x   0.99997915  =   0.99993285
 AJ8558!UTM  15      -   0.99995370  x   0.99970539  =   0.99965910
 AJ8558
 AJ8558                          SUPERSEDED SURVEY CONTROL
 AJ8558
 AJ8558  NAD 83(1996)-  45 43 13.19008(N)    094 11 23.15433(W) AD(       ) 1
 AJ8558  ELLIP H (07/29/03)  295.388  (m)                       GP(       ) 4 1
 AJ8558  NAVD 88 (07/29/03)  322.22   (m)         1057.2    (f) LEVELING    3  
 AJ8558
 AJ8558.Superseded values are not recommended for survey control.
 AJ8558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8558.See file dsdata.txt to determine how the superseded data were derived.
 AJ8558
 AJ8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0741063663(NAD 83)
 AJ8558
 AJ8558_MARKER: DD = SURVEY DISK
 AJ8558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8558_STAMPING: 0502 U 2000
 AJ8558_MARK LOGO: MNDT  
 AJ8558_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8558+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ8558_ROD/PIPE-DEPTH:  9.8 meters
 AJ8558
 AJ8558  HISTORY     - Date     Condition        Report By
 AJ8558  HISTORY     - 2000     MONUMENTED       MNDT
 AJ8558
 AJ8558                          STATION DESCRIPTION
 AJ8558
 AJ8558'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ8558'2.7 MI (4.3 KM) SE OF RICE, 2.7 SE ALONG TH 10 FROM THE JCT OF TH 10
 AJ8558'AND CO RD 2 IN RICE, AT TH 10 MP 165.6, 36 FT (11.0 M) SW OF WB TH 10,
 AJ8558'48 FT (14.6 M) NW OF EB TH 10, 65 FT (19.8 M) NW OF 105TH ST NW, 2.6
 AJ8558'FT (0.8 M) NW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8559 ***********************************************************************
 AJ8559  DESIGNATION -  0502 V
 AJ8559  PID         -  AJ8559
 AJ8559  STATE/COUNTY-  MN/BENTON
 AJ8559  COUNTRY     -  US
 AJ8559  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8559
 AJ8559                         *CURRENT SURVEY CONTROL
 AJ8559  ______________________________________________________________________
 AJ8559* NAD 83(2007) POSITION- 45 42 15.53208(N) 094 10 26.83420(W)   ADJUSTED  
 AJ8559* NAD 83(2007) ELLIP HT-   285.647 (meters)        (02/10/07)   ADJUSTED
 AJ8559* NAD 83(2007) EPOCH   -  2002.00
 AJ8559* NAVD 88 ORTHO HEIGHT -   312.542  (meters)    1025.40  (feet) ADJUSTED  
 AJ8559  ______________________________________________________________________
 AJ8559  NAD 83(2007) X  -   -324,786.216 (meters)                     COMP
 AJ8559  NAD 83(2007) Y  - -4,450,265.745 (meters)                     COMP
 AJ8559  NAD 83(2007) Z  -  4,542,561.156 (meters)                     COMP
 AJ8559  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC09
 AJ8559  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AJ8559  DYNAMIC HEIGHT  -        312.539 (meters)     1025.39  (feet) COMP
 AJ8559  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 AJ8559
 AJ8559  VERT ORDER      -  SECOND    CLASS I
 AJ8559
 AJ8559  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8559  Type                                         Horiz  Ellip  Dist(km)
 AJ8559  -------------------------------------------------------------------
 AJ8559  NETWORK                                       1.33   0.80
 AJ8559  -------------------------------------------------------------------
 AJ8559  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.34   0.78      2.16
 AJ8559  -------------------------------------------------------------------
 AJ8559  NOTE: Click here for information on individual local accuracy
 AJ8559  values and other accuracy information.
 AJ8559
 AJ8559
 AJ8559.The horizontal coordinates were established by GPS observations
 AJ8559.and adjusted by the National Geodetic Survey in February 2007.
 AJ8559
 AJ8559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8559.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8559
 AJ8559.The horizontal coordinates are valid at the epoch date displayed above
 AJ8559.which is a decimal equivalence of Year/Month/Day.
 AJ8559
 AJ8559.The orthometric height was determined by differential leveling and
 AJ8559.adjusted in August 2004.
 AJ8559
 AJ8559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8559
 AJ8559.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8559
 AJ8559.The ellipsoidal height was determined by GPS observations
 AJ8559.and is referenced to NAD 83.
 AJ8559
 AJ8559.The dynamic height is computed by dividing the NAVD 88
 AJ8559.geopotential number by the normal gravity value computed on the
 AJ8559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8559.degrees latitude (g = 980.6199 gals.).
 AJ8559
 AJ8559.The modeled gravity was interpolated from observed gravity values.
 AJ8559
 AJ8559. The following values were computed from the NAD 83(2007) position.
 AJ8559
 AJ8559;                    North         East     Units Scale Factor Converg.
 AJ8559;SPC MN C     -   178,285.185   805,908.992   MT  0.99998216   +0 03 17.6
 AJ8559;SPC MN C     -   584,923.98  2,644,053.08   sFT  0.99998216   +0 03 17.6
 AJ8559;UTM  15      - 5,061,865.979   408,602.215   MT  0.99970270   -0 50 25.5
 AJ8559
 AJ8559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8559!SPC MN C     -   0.99995522  x   0.99998216  =   0.99993738
 AJ8559!UTM  15      -   0.99995522  x   0.99970270  =   0.99965793
 AJ8559
 AJ8559                          SUPERSEDED SURVEY CONTROL
 AJ8559
 AJ8559  NAD 83(1996)-  45 42 15.53184(N)    094 10 26.83410(W) AD(       ) 1
 AJ8559  ELLIP H (07/29/03)  285.678  (m)                       GP(       ) 4 1
 AJ8559  NAVD 88 (07/29/03)  312.54   (m)         1025.4    (f) LEVELING    3  
 AJ8559
 AJ8559.Superseded values are not recommended for survey control.
 AJ8559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8559.See file dsdata.txt to determine how the superseded data were derived.
 AJ8559
 AJ8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0860261865(NAD 83)
 AJ8559
 AJ8559_MARKER: DV = VERTICAL CONTROL DISK
 AJ8559_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8559_SP_SET: BRIDGE ABUTMENT
 AJ8559_STAMPING: 0502 V 2000
 AJ8559_MARK LOGO: MNDT  
 AJ8559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8559+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 AJ8559
 AJ8559  HISTORY     - Date     Condition        Report By
 AJ8559  HISTORY     - 1990     MONUMENTED       MNDT
 AJ8559  HISTORY     - 20001019 GOOD             MNDT
 AJ8559
 AJ8559                          STATION DESCRIPTION
 AJ8559
 AJ8559'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ8559'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 AJ8559'SE OF RICE, IN ABUT AT SE COR OF WB TH 10 OVER LITTLE ROCK CREEK, 4.05
 AJ8559'MI (6.52 KM) SE ALONG TH 10 AND CO RD 2 IN RICE, AT TH 10 MP 166.95,
 AJ8559'25.0 FT (7.6 M) NE OF WB TH 10.  DISK WAS SET WHEN BRIDGE WAS BUILT IN
 AJ8559'1990 THEN STAMPED IN 2000 FOR THIS LEVELING PROJECT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8567 ***********************************************************************
 AJ8567  DESIGNATION -  0502 W
 AJ8567  PID         -  AJ8567
 AJ8567  STATE/COUNTY-  MN/BENTON
 AJ8567  COUNTRY     -  US
 AJ8567  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8567
 AJ8567                         *CURRENT SURVEY CONTROL
 AJ8567  ______________________________________________________________________
 AJ8567* NAD 83(1986) POSITION- 45 42 13.7    (N) 094 10 28.0    (W)   HD_HELD2  
 AJ8567* NAVD 88 ORTHO HEIGHT -   312.716  (meters)    1025.97  (feet) ADJUSTED  
 AJ8567  ______________________________________________________________________
 AJ8567  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AJ8567  DYNAMIC HEIGHT  -        312.713 (meters)     1025.96  (feet) COMP
 AJ8567  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 AJ8567
 AJ8567  VERT ORDER      -  SECOND    CLASS I
 AJ8567
 AJ8567.The horizontal coordinates were established by autonomous hand held GPS
 AJ8567.observations and have an estimated accuracy of +/- 10 meters.
 AJ8567.
 AJ8567.The orthometric height was determined by differential leveling and
 AJ8567.adjusted in August 2004.
 AJ8567
 AJ8567.The dynamic height is computed by dividing the NAVD 88
 AJ8567.geopotential number by the normal gravity value computed on the
 AJ8567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8567.degrees latitude (g = 980.6199 gals.).
 AJ8567
 AJ8567.The modeled gravity was interpolated from observed gravity values.
 AJ8567
 AJ8567;                    North         East    Units  Estimated Accuracy
 AJ8567;SPC MN C     -   178,229.      805,884.      MT  (+/- 10 meters HH2 GPS)
 AJ8567
 AJ8567                          SUPERSEDED SURVEY CONTROL
 AJ8567
 AJ8567.No superseded survey control is available for this station.
 AJ8567
 AJ8567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0857661809(NAD 83)
 AJ8567
 AJ8567_MARKER: DD = SURVEY DISK
 AJ8567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8567_SP_SET: BRIDGE ABUTMENT
 AJ8567_STAMPING: 0502 W 2000
 AJ8567_MARK LOGO: MNDT  
 AJ8567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8567+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 AJ8567
 AJ8567  HISTORY     - Date     Condition        Report By
 AJ8567  HISTORY     - 1992     MONUMENTED       MNDT
 AJ8567  HISTORY     - 20001019 GOOD             MNDT
 AJ8567
 AJ8567                          STATION DESCRIPTION
 AJ8567
 AJ8567'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ8567'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 AJ8567'SE OF RICE, IN ABUT AT SE COR OF EB TH 10 BRDG NO 9462 OVER LITTLE
 AJ8567'ROCK CREEK, 4.05 MI (6.52 KM) SE ALONG TH 10 FROM THE JCT OF TH 10 AND
 AJ8567'CO RD 2 IN RICE, AT TH 10 MP 166.95, 19.0 FT (5.8 M) NE OF WB TH 10.
 AJ8567'DISK SET IN BRIDGE WHEN BUILT IN 1992 THEN STAMPED IN 2000 FOR THIS
 AJ8567'LEVELING PROJECT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8560 ***********************************************************************
 AJ8560  DESIGNATION -  0502 X
 AJ8560  PID         -  AJ8560
 AJ8560  STATE/COUNTY-  MN/BENTON
 AJ8560  COUNTRY     -  US
 AJ8560  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8560
 AJ8560                         *CURRENT SURVEY CONTROL
 AJ8560  ______________________________________________________________________
 AJ8560* NAD 83(2007) POSITION- 45 38 24.74960(N) 094 10 33.03484(W)   ADJUSTED  
 AJ8560* NAD 83(2007) ELLIP HT-   302.393 (meters)        (02/10/07)   ADJUSTED
 AJ8560* NAD 83(2007) EPOCH   -  2002.00
 AJ8560* NAVD 88 ORTHO HEIGHT -   329.325  (meters)    1080.46  (feet) ADJUSTED  
 AJ8560  ______________________________________________________________________
 AJ8560  NAD 83(2007) X  -   -325,292.016 (meters)                     COMP
 AJ8560  NAD 83(2007) Y  - -4,455,351.314 (meters)                     COMP
 AJ8560  NAD 83(2007) Z  -  4,537,594.170 (meters)                     COMP
 AJ8560  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC09
 AJ8560  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 AJ8560  DYNAMIC HEIGHT  -        329.321 (meters)     1080.45  (feet) COMP
 AJ8560  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 AJ8560
 AJ8560  VERT ORDER      -  SECOND    CLASS I
 AJ8560
 AJ8560  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8560  Type                                         Horiz  Ellip  Dist(km)
 AJ8560  -------------------------------------------------------------------
 AJ8560  NETWORK                                       0.90   0.63
 AJ8560  -------------------------------------------------------------------
 AJ8560  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.31      2.64
 AJ8560  -------------------------------------------------------------------
 AJ8560  NOTE: Click here for information on individual local accuracy
 AJ8560  values and other accuracy information.
 AJ8560
 AJ8560
 AJ8560.The horizontal coordinates were established by GPS observations
 AJ8560.and adjusted by the National Geodetic Survey in February 2007.
 AJ8560
 AJ8560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8560.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8560
 AJ8560.The horizontal coordinates are valid at the epoch date displayed above
 AJ8560.which is a decimal equivalence of Year/Month/Day.
 AJ8560
 AJ8560.The orthometric height was determined by differential leveling and
 AJ8560.adjusted in August 2004.
 AJ8560
 AJ8560.Photographs are available for this station.
 AJ8560
 AJ8560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8560
 AJ8560.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8560
 AJ8560.The ellipsoidal height was determined by GPS observations
 AJ8560.and is referenced to NAD 83.
 AJ8560
 AJ8560.The dynamic height is computed by dividing the NAVD 88
 AJ8560.geopotential number by the normal gravity value computed on the
 AJ8560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8560.degrees latitude (g = 980.6199 gals.).
 AJ8560
 AJ8560.The modeled gravity was interpolated from observed gravity values.
 AJ8560
 AJ8560. The following values were computed from the NAD 83(2007) position.
 AJ8560
 AJ8560;                    North         East     Units Scale Factor Converg.
 AJ8560;SPC MN C     -   171,160.060   805,781.534   MT  0.99999498   +0 03 13.1
 AJ8560;SPC MN C     -   561,547.63  2,643,634.92   sFT  0.99999498   +0 03 13.1
 AJ8560;UTM  15      - 5,054,745.747   408,363.564   MT  0.99970324   -0 50 26.7
 AJ8560
 AJ8560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8560!SPC MN C     -   0.99995259  x   0.99999498  =   0.99994757
 AJ8560!UTM  15      -   0.99995259  x   0.99970324  =   0.99965585
 AJ8560
 AJ8560:                Primary Azimuth Mark                     Grid Az
 AJ8560:SPC MN C     -  0502 Y                                   177 24 34.7
 AJ8560:UTM  15      -  0502 Y                                   178 18 14.5
 AJ8560
 AJ8560|---------------------------------------------------------------------|
 AJ8560| PID    Reference Object                     Distance      Geod. Az  |
 AJ8560|                                                           dddmmss.s |
 AJ8560| AJ8561 0502 Y                              APPROX. 1.5 KM 1772747.8 |
 AJ8560|---------------------------------------------------------------------|
 AJ8560
 AJ8560                          SUPERSEDED SURVEY CONTROL
 AJ8560
 AJ8560  NAD 83(1996)-  45 38 24.74927(N)    094 10 33.03478(W) AD(       ) 1
 AJ8560  ELLIP H (07/29/03)  302.427  (m)                       GP(       ) 4 1
 AJ8560  NAVD 88 (07/29/03)  329.33   (m)         1080.5    (f) LEVELING    3  
 AJ8560
 AJ8560.Superseded values are not recommended for survey control.
 AJ8560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8560.See file dsdata.txt to determine how the superseded data were derived.
 AJ8560
 AJ8560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0836354745(NAD 83)
 AJ8560
 AJ8560_MARKER: DD = SURVEY DISK
 AJ8560_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8560_STAMPING: 0502 X 2000
 AJ8560_MARK LOGO: MNDT  
 AJ8560_PROJECTION: FLUSH
 AJ8560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8560+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AJ8560_ROD/PIPE-DEPTH:  6.1 meters
 AJ8560
 AJ8560  HISTORY     - Date     Condition        Report By
 AJ8560  HISTORY     - 2000     MONUMENTED       MNDT
 AJ8560  HISTORY     - 20050725 GOOD             MNDT
 AJ8560  HISTORY     - 20080623 GOOD             MNDT
 AJ8560
 AJ8560                          STATION DESCRIPTION
 AJ8560
 AJ8560'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ8560'6.0 MI (9.7 KM) NORTH OF ST CLOUD, 6.25 MI (10.06 KM) NORTH ALONG TH
 AJ8560'10 FROM JCT OF TH 10 AND TH 23 (1.0 EAST OF ST CLOUD,) AT TH 10 MP
 AJ8560'171.75, 33.5 FT (10.2 M) WEST OF NB TH 10, 41 FT (12.5 M) EAST OF SB
 AJ8560'TH 10, 66 FT (20.1 M) NORTH OF CROSSOVER, 2.8 FT (0.9 M) NORTH OF WIT
 AJ8560'POST.
 AJ8560
 AJ8560                          STATION RECOVERY (2005)
 AJ8560
 AJ8560'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 AJ8560'6.0 MILES NORTH OF SAINT CLOUD, 6.25 MILES NORTH ALONG TRUNK HIGHWAY
 AJ8560'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 (1.0 EAST OF
 AJ8560'SAINT CLOUD), AT TRUNK HIGHWAY 10 MILEPOINT 171.75,
 AJ8560' 
 AJ8560'33.5 FEET WEST OF NORTHBOUND TRUNK HIGHWAY 10, 41 FEET EAST OF
 AJ8560'SOUTH-BOUND TRUNK HIGHWAY 10, 66 FEET NORTH OF CROSSOVER, 2.8 FEET
 AJ8560'NORTH OF WITNESS POST.
 AJ8560
 AJ8560                          STATION RECOVERY (2008)
 AJ8560
 AJ8560'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8560'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8561 ***********************************************************************
 AJ8561  DESIGNATION -  0502 Y
 AJ8561  PID         -  AJ8561
 AJ8561  STATE/COUNTY-  MN/BENTON
 AJ8561  COUNTRY     -  US
 AJ8561  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 AJ8561
 AJ8561                         *CURRENT SURVEY CONTROL
 AJ8561  ______________________________________________________________________
 AJ8561* NAD 83(2007) POSITION- 45 37 35.00044(N) 094 10 29.89358(W)   ADJUSTED  
 AJ8561* NAD 83(2007) ELLIP HT-   299.899 (meters)        (02/10/07)   ADJUSTED
 AJ8561* NAD 83(2007) EPOCH   -  2002.00
 AJ8561* NAVD 88 ORTHO HEIGHT -   326.859  (meters)    1072.37  (feet) ADJUSTED  
 AJ8561  ______________________________________________________________________
 AJ8561  NAD 83(2007) X  -   -325,303.978 (meters)                     COMP
 AJ8561  NAD 83(2007) Y  - -4,456,449.667 (meters)                     COMP
 AJ8561  NAD 83(2007) Z  -  4,536,518.344 (meters)                     COMP
 AJ8561  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC09
 AJ8561  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 AJ8561  DYNAMIC HEIGHT  -        326.854 (meters)     1072.35  (feet) COMP
 AJ8561  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 AJ8561
 AJ8561  VERT ORDER      -  SECOND    CLASS I
 AJ8561
 AJ8561  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8561  Type                                         Horiz  Ellip  Dist(km)
 AJ8561  -------------------------------------------------------------------
 AJ8561  NETWORK                                       0.87   0.61
 AJ8561  -------------------------------------------------------------------
 AJ8561  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.33      1.20
 AJ8561  -------------------------------------------------------------------
 AJ8561  NOTE: Click here for information on individual local accuracy
 AJ8561  values and other accuracy information.
 AJ8561
 AJ8561
 AJ8561.The horizontal coordinates were established by GPS observations
 AJ8561.and adjusted by the National Geodetic Survey in February 2007.
 AJ8561
 AJ8561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8561.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8561
 AJ8561.The horizontal coordinates are valid at the epoch date displayed above
 AJ8561.which is a decimal equivalence of Year/Month/Day.
 AJ8561
 AJ8561.The orthometric height was determined by differential leveling and
 AJ8561.adjusted in January 2011.
 AJ8561
 AJ8561.No vertical observational check was made to the station.
 AJ8561
 AJ8561.Photographs are available for this station.
 AJ8561
 AJ8561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8561
 AJ8561.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8561
 AJ8561.The ellipsoidal height was determined by GPS observations
 AJ8561.and is referenced to NAD 83.
 AJ8561
 AJ8561.The dynamic height is computed by dividing the NAVD 88
 AJ8561.geopotential number by the normal gravity value computed on the
 AJ8561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8561.degrees latitude (g = 980.6199 gals.).
 AJ8561
 AJ8561.The modeled gravity was interpolated from observed gravity values.
 AJ8561
 AJ8561. The following values were computed from the NAD 83(2007) position.
 AJ8561
 AJ8561;                    North         East     Units Scale Factor Converg.
 AJ8561;SPC MN C     -   169,624.205   805,851.018   MT  0.99999791   +0 03 15.4
 AJ8561;SPC MN C     -   556,508.75  2,643,862.88   sFT  0.99999791   +0 03 15.4
 AJ8561;UTM  15      - 5,053,209.446   408,409.054   MT  0.99970314   -0 50 23.7
 AJ8561
 AJ8561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8561!SPC MN C     -   0.99995299  x   0.99999791  =   0.99995090
 AJ8561!UTM  15      -   0.99995299  x   0.99970314  =   0.99965614
 AJ8561
 AJ8561:                Primary Azimuth Mark                     Grid Az
 AJ8561:SPC MN C     -  0502 X                                   357 24 34.7
 AJ8561:UTM  15      -  0502 X                                   358 18 13.8
 AJ8561
 AJ8561|---------------------------------------------------------------------|
 AJ8561| PID    Reference Object                     Distance      Geod. Az  |
 AJ8561|                                                           dddmmss.s |
 AJ8561| AJ8560 0502 X                              APPROX. 1.5 KM 3572750.1 |
 AJ8561|---------------------------------------------------------------------|
 AJ8561
 AJ8561                          SUPERSEDED SURVEY CONTROL
 AJ8561
 AJ8561  NAD 83(1996)-  45 37 35.00010(N)    094 10 29.89352(W) AD(       ) 1
 AJ8561  ELLIP H (07/29/03)  299.932  (m)                       GP(       ) 4 1
 AJ8561  NAVD 88 (05/07/07)  326.852  (m)         1072.35   (f) SUPERSEDED  2 1
 AJ8561  NAVD 88 (08/10/04)  326.846  (m)         1072.33   (f) SUPERSEDED  2 1
 AJ8561  NAVD 88 (07/29/03)  326.85   (m)         1072.3    (f) LEVELING    3  
 AJ8561
 AJ8561.Superseded values are not recommended for survey control.
 AJ8561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8561.See file dsdata.txt to determine how the superseded data were derived.
 AJ8561
 AJ8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0840953209(NAD 83)
 AJ8561
 AJ8561_MARKER: DD = SURVEY DISK
 AJ8561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8561+WITH SETTING: INFORMATION.
 AJ8561_STAMPING: 0502 Y 2000
 AJ8561_MARK LOGO: MNDT  
 AJ8561_PROJECTION: FLUSH
 AJ8561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8561+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AJ8561_ROD/PIPE-DEPTH:  2.7 meters
 AJ8561
 AJ8561  HISTORY     - Date     Condition        Report By
 AJ8561  HISTORY     - 2000     MONUMENTED       MNDT
 AJ8561  HISTORY     - 20050725 GOOD             MNDT
 AJ8561  HISTORY     - 20080623 GOOD             MNDT
 AJ8561
 AJ8561                          STATION DESCRIPTION
 AJ8561
 AJ8561'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ8561'5.0 MI (8.0 KM) NORTH OF ST CLOUD, 5.20 MI (8.37 KM) NORTH ALONG TH 10
 AJ8561'FROM JCT OF TH 10 AND TH 23 (1.0 MI EAST OF ST CLOUD,) AT TH 10 MP
 AJ8561'172.8, 43 FT (13.1 M) WEST OF NB TH 10, 32 FT (9.8 M) EAST OF SB TH
 AJ8561'10, 4.4 FT (1.3 M) SE OF NORTH DELINEATOR POST, 2.8 EAST OF WIT POST.
 AJ8561
 AJ8561                          STATION RECOVERY (2005)
 AJ8561
 AJ8561'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 AJ8561'5.0 MILES NORTH OF SAINT CLOUD, 5.20 MILES NORTH ALONG TRUNK HIGHWAY
 AJ8561'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 (1.0 MILES
 AJ8561'EAST OF SAINT CLOUD), AT TRUNK HIGHWAY 10 MILEPOINT 172.8,
 AJ8561' 
 AJ8561'43 FEET WEST OF NORTHBOUND TRUNK HIGHWAY 10, 32 FEET EAST OF
 AJ8561'SOUTH-BOUND TRUNK HIGHWAY 10, 4.4 FEET SOUTHEAST OF NORTH DELINEATOR
 AJ8561'POST, 2.8 EAST OF WITNESS POST.
 AJ8561
 AJ8561                          STATION RECOVERY (2008)
 AJ8561
 AJ8561'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8561'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8565 ***********************************************************************
 AJ8565  DESIGNATION -  0502 Z
 AJ8565  PID         -  AJ8565
 AJ8565  STATE/COUNTY-  MN/BENTON
 AJ8565  COUNTRY     -  US
 AJ8565  USGS QUAD   -  ST CLOUD (1993)
 AJ8565
 AJ8565                         *CURRENT SURVEY CONTROL
 AJ8565  ______________________________________________________________________
 AJ8565* NAD 83(1986) POSITION- 45 36 58.01   (N) 094 10 03.79   (W)   HD_HELD1  
 AJ8565* NAVD 88 ORTHO HEIGHT -   341.665  (meters)    1120.95  (feet) ADJUSTED  
 AJ8565  ______________________________________________________________________
 AJ8565  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 AJ8565  DYNAMIC HEIGHT  -        341.660 (meters)     1120.93  (feet) COMP
 AJ8565  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 AJ8565
 AJ8565  VERT ORDER      -  SECOND    CLASS I
 AJ8565
 AJ8565.The horizontal coordinates were established by differentially corrected
 AJ8565.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8565.
 AJ8565.The orthometric height was determined by differential leveling and
 AJ8565.adjusted in August 2004.
 AJ8565
 AJ8565.No vertical observational check was made to the station.
 AJ8565
 AJ8565.Photographs are available for this station.
 AJ8565
 AJ8565.The dynamic height is computed by dividing the NAVD 88
 AJ8565.geopotential number by the normal gravity value computed on the
 AJ8565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8565.degrees latitude (g = 980.6199 gals.).
 AJ8565
 AJ8565.The modeled gravity was interpolated from observed gravity values.
 AJ8565
 AJ8565;                    North         East    Units  Estimated Accuracy
 AJ8565;SPC MN C     -   168,482.8     806,417.7     MT  (+/- 3 meters HH1 GPS) 
 AJ8565
 AJ8565                          SUPERSEDED SURVEY CONTROL
 AJ8565
 AJ8565.No superseded survey control is available for this station.
 AJ8565
 AJ8565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0895752059(NAD 83)
 AJ8565
 AJ8565_MARKER: DD = SURVEY DISK
 AJ8565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ8565_SP_SET: BRIDGE RAILING
 AJ8565_STAMPING: 0502 Z 2000
 AJ8565_MARK LOGO: MNDT  
 AJ8565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8565+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AJ8565
 AJ8565  HISTORY     - Date     Condition        Report By
 AJ8565  HISTORY     - 2000     MONUMENTED       MNDT
 AJ8565  HISTORY     - 20001019 GOOD             MNDT
 AJ8565  HISTORY     - 20050725 GOOD             MNDT
 AJ8565  HISTORY     - 20080623 GOOD             MNDT
 AJ8565
 AJ8565                          STATION DESCRIPTION
 AJ8565
 AJ8565'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ8565'4.0 MI (6.4 KM) NORTH OF ST CLOUD (IN ABUT AT COR OF TH 10 BRIDGE NO
 AJ8565'05007 UNDER CSAH 29,) 4.10 MI (6.60 KM) NORTH ALONG TH 10 FROM JCT OF
 AJ8565'TH 10 AND TH 23 (1.0 MI EAST OF ST CLOUD,) AT TH 10 MP 173.9, 17.0 FT
 AJ8565'(5.2 M) SE OF EB CO RD 29, 37 FT (11.3 M) SE OF CONC ISLAND, 1.3 FT
 AJ8565'(0.4 M) SW OF END OF BRIDGE RAIL.  DISK WAS SET IN BRIDGE WHEN BUILT
 AJ8565'IN 1995 THEN STAMPED IN 2000 FOR THIS LEVELING PROJECT.
 AJ8565
 AJ8565                          STATION RECOVERY (2005)
 AJ8565
 AJ8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 AJ8565'4.0 MILES NORTH OF SAINT CLOUD, 4.10 MILES NORTH ALONG TRUNK HIGHWAY
 AJ8565'10 FROM JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 23 (1.0 MILES
 AJ8565'EAST OF SAINT CLOUD), AT TRUNK HIGHWAY 10 MILEPOINT 173.9,
 AJ8565' 
 AJ8565'17.0 FEET EAST-SOUTHEAST OF EASTBOUND COUNTY ROAD 29, 1.3 FEET
 AJ8565'SOUTHWEST OF END OF BRIDGE ABUTMENT.
 AJ8565
 AJ8565                          STATION RECOVERY (2008)
 AJ8565
 AJ8565'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AJ8565'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF SAINT STEPHEN,
 AJ8565'7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF MAYHEW AND 3.8 MI (6.1 KM) NORTH
 AJ8565'OF SAINT CLOUD.
 AJ8565' 
 AJ8565'TO REACH TO THE MARK GO 4.0 MI (6.4 KM) NORTH OF SAINT CLOUD, 4.10 MI
 AJ8565'(6.6 KM) NORTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 AJ8565'HIGHWAY 10 AND TRUNK HIGHWAY 23 AT TRUNK HIGHWAY 10 MILE POINT 173.9,
 AJ8565'IN EAST OF BRIDGE IN SOUTHEAST CORNER, 17.0 FT (5.2 M) EAST-SOUTHEAST
 AJ8565'OF EASTBOUND COUNTY ROAD 29, 1.3 FT (0.4 M) SOUTHWEST OF END OF BRIDGE
 AJ8565'RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4548 ***********************************************************************
 DM4548  DESIGNATION -  0503 AB
 DM4548  PID         -  DM4548
 DM4548  STATE/COUNTY-  MN/BENTON
 DM4548  COUNTRY     -  US
 DM4548  USGS QUAD   -  ST CLOUD (1993)
 DM4548
 DM4548                         *CURRENT SURVEY CONTROL
 DM4548  ______________________________________________________________________
 DM4548* NAD 83(1986) POSITION- 45 33 43.     (N) 094 09 02.     (W)   SCALED    
 DM4548* NAVD 88 ORTHO HEIGHT -   311.501  (meters)    1021.98  (feet) ADJUSTED  
 DM4548  ______________________________________________________________________
 DM4548  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DM4548  DYNAMIC HEIGHT  -        311.494 (meters)     1021.96  (feet) COMP
 DM4548  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 DM4548
 DM4548  VERT ORDER      -  SECOND    CLASS I
 DM4548
 DM4548.The horizontal coordinates were scaled from a topographic map and have
 DM4548.an estimated accuracy of +/- 6 seconds.
 DM4548.
 DM4548.The orthometric height was determined by differential leveling and
 DM4548.adjusted in March 2011.
 DM4548
 DM4548.The dynamic height is computed by dividing the NAVD 88
 DM4548.geopotential number by the normal gravity value computed on the
 DM4548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4548.degrees latitude (g = 980.6199 gals.).
 DM4548
 DM4548.The modeled gravity was interpolated from observed gravity values.
 DM4548
 DM4548;                    North         East    Units  Estimated Accuracy
 DM4548;SPC MN C     -   162,460.      807,760.      MT  (+/- 180 meters Scaled)
 DM4548
 DM4548                          SUPERSEDED SURVEY CONTROL
 DM4548
 DM4548.No superseded survey control is available for this station.
 DM4548
 DM4548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL102460(NAD 83)
 DM4548
 DM4548_MARKER: DD = SURVEY DISK
 DM4548_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4548_STAMPING: 0503 AB 2008
 DM4548_MARK LOGO: MNDT  
 DM4548_PROJECTION: RECESSED 5 CENTIMETERS
 DM4548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4548+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DM4548_ROD/PIPE-DEPTH:  6.7 meters
 DM4548
 DM4548  HISTORY     - Date     Condition        Report By
 DM4548  HISTORY     - 20080428 MONUMENTED       MNDT
 DM4548
 DM4548                          STATION DESCRIPTION
 DM4548
 DM4548'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4548'THE MARK IS IN ST. CLOUD, 0.60 MI (1.0 KM) SOUTHWEST ALONG TRUNK
 DM4548'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 (DIVISION STREET) AND
 DM4548'TRUNK HIGHWAY 10 IN ST. CLOUD, AT TRUNK HIGHWAY 23 MILE POINT 207.25.
 DM4548' 
 DM4548'IT IS 80 FT (24.4 M) NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 45 FT
 DM4548'(13.7 M) NORTHEAST OF RIVERSIDE DRIVE, 15.0 FT (4.6 M) EAST OF THE
 DM4548'SOUTHWEST CORNER OF GARAGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9659 ***********************************************************************
 AG9659  DESIGNATION -  0503 C
 AG9659  PID         -  AG9659
 AG9659  STATE/COUNTY-  MN/BENTON
 AG9659  COUNTRY     -  US
 AG9659  USGS QUAD   -  CABLE (1993)
 AG9659
 AG9659                         *CURRENT SURVEY CONTROL
 AG9659  ______________________________________________________________________
 AG9659* NAD 83(1986) POSITION- 45 36 16.     (N) 094 01 58.     (W)   SCALED    
 AG9659* NAVD 88 ORTHO HEIGHT -   313.845  (meters)    1029.67  (feet) ADJUSTED  
 AG9659  ______________________________________________________________________
 AG9659  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 AG9659  DYNAMIC HEIGHT  -        313.838 (meters)     1029.65  (feet) COMP
 AG9659  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 AG9659
 AG9659  VERT ORDER      -  SECOND    CLASS I
 AG9659
 AG9659.The horizontal coordinates were scaled from a topographic map and have
 AG9659.an estimated accuracy of +/- 6 seconds.
 AG9659.
 AG9659.The orthometric height was determined by differential leveling and
 AG9659.adjusted in August 2004.
 AG9659
 AG9659.The dynamic height is computed by dividing the NAVD 88
 AG9659.geopotential number by the normal gravity value computed on the
 AG9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9659.degrees latitude (g = 980.6199 gals.).
 AG9659
 AG9659.The modeled gravity was interpolated from observed gravity values.
 AG9659
 AG9659;                    North         East    Units  Estimated Accuracy
 AG9659;SPC MN C     -   167,210.      816,950.      MT  (+/- 180 meters Scaled)
 AG9659
 AG9659                          SUPERSEDED SURVEY CONTROL
 AG9659
 AG9659.No superseded survey control is available for this station.
 AG9659
 AG9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL194506(NAD 83)
 AG9659
 AG9659_MARKER: DB = BENCH MARK DISK
 AG9659_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9659_SP_SET: BRIDGE ABUTMENT
 AG9659_STAMPING: 0503 C 1949
 AG9659_MARK LOGO: MNDT  
 AG9659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9659+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1993
 AG9659
 AG9659  HISTORY     - Date     Condition        Report By
 AG9659  HISTORY     - 1949     MONUMENTED       MNDT
 AG9659  HISTORY     - 19930920 GOOD             MNGS
 AG9659
 AG9659                          STATION DESCRIPTION
 AG9659
 AG9659'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 AG9659'THE MARK IS LOCATED 6 MI (9.7 KM) NE OF ST CLOUD, IN THE ABUT AT THE
 AG9659'SW COR OF TH 23 BRDG NO 6591 OVER ELK RIVER.  THE MARK IS 1.7 MI (2.7
 AG9659'KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 95, AT TH 23 MP 213.95,
 AG9659'AND IS 18.5 FT (5.6 M) SE OF TH 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9655 ***********************************************************************
 AG9655  DESIGNATION -  0503 D
 AG9655  PID         -  AG9655
 AG9655  STATE/COUNTY-  MN/BENTON
 AG9655  COUNTRY     -  US
 AG9655  USGS QUAD   -  CABLE (1993)
 AG9655
 AG9655                         *CURRENT SURVEY CONTROL
 AG9655  ______________________________________________________________________
 AG9655* NAD 83(1986) POSITION- 45 34 52.     (N) 094 05 23.     (W)   SCALED    
 AG9655* NAVD 88 ORTHO HEIGHT -   321.533  (meters)    1054.90  (feet) ADJUSTED  
 AG9655  ______________________________________________________________________
 AG9655  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AG9655  DYNAMIC HEIGHT  -        321.526 (meters)     1054.87  (feet) COMP
 AG9655  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 AG9655
 AG9655  VERT ORDER      -  SECOND    CLASS I
 AG9655
 AG9655.The horizontal coordinates were scaled from a topographic map and have
 AG9655.an estimated accuracy of +/- 6 seconds.
 AG9655.
 AG9655.The orthometric height was determined by differential leveling and
 AG9655.adjusted in August 2004.
 AG9655
 AG9655.The dynamic height is computed by dividing the NAVD 88
 AG9655.geopotential number by the normal gravity value computed on the
 AG9655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9655.degrees latitude (g = 980.6199 gals.).
 AG9655
 AG9655.The modeled gravity was interpolated from observed gravity values.
 AG9655
 AG9655;                    North         East    Units  Estimated Accuracy
 AG9655;SPC MN C     -   164,600.      812,510.      MT  (+/- 180 meters Scaled)
 AG9655
 AG9655                          SUPERSEDED SURVEY CONTROL
 AG9655
 AG9655.No superseded survey control is available for this station.
 AG9655
 AG9655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL149480(NAD 83)
 AG9655
 AG9655_MARKER: DB = BENCH MARK DISK
 AG9655_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9655_STAMPING: 0503 D 1950
 AG9655_MARK LOGO: MNDT  
 AG9655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9655+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1993
 AG9655
 AG9655  HISTORY     - Date     Condition        Report By
 AG9655  HISTORY     - 1950     MONUMENTED       MNDT
 AG9655  HISTORY     - 19930920 GOOD             MNGS
 AG9655
 AG9655                          STATION DESCRIPTION
 AG9655
 AG9655'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 AG9655'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NE OF ST CLOUD, 3.0 MI (4.8
 AG9655'KM) EAST ON TH 23 FROM JCT OF TH 23 AND TH 10, AT TH 23 MP 210.5, 75
 AG9655'FT (22.9 M) SOUTH OF TH 23, AND 0.3 FT (9.1 CM) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9658 ***********************************************************************
 AG9658  DESIGNATION -  0503 F
 AG9658  PID         -  AG9658
 AG9658  STATE/COUNTY-  MN/BENTON
 AG9658  COUNTRY     -  US
 AG9658  USGS QUAD   -  CABLE (1993)
 AG9658
 AG9658                         *CURRENT SURVEY CONTROL
 AG9658  ______________________________________________________________________
 AG9658* NAD 83(2007) POSITION- 45 35 44.35976(N) 094 02 35.97313(W)   ADJUSTED  
 AG9658* NAD 83(2007) ELLIP HT-   289.742 (meters)        (02/10/07)   ADJUSTED
 AG9658* NAD 83(2007) EPOCH   -  2002.00
 AG9658* NAVD 88 ORTHO HEIGHT -   316.927  (meters)    1039.78  (feet) ADJUSTED  
 AG9658  ______________________________________________________________________
 AG9658  NAD 83(2007) X  -   -315,235.474 (meters)                     COMP
 AG9658  NAD 83(2007) Y  - -4,459,613.264 (meters)                     COMP
 AG9658  NAD 83(2007) Z  -  4,534,121.509 (meters)                     COMP
 AG9658  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC09
 AG9658  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AG9658  DYNAMIC HEIGHT  -        316.920 (meters)     1039.76  (feet) COMP
 AG9658  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 AG9658
 AG9658  VERT ORDER      -  SECOND    CLASS I
 AG9658
 AG9658  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AG9658  Type                                         Horiz  Ellip  Dist(km)
 AG9658  -------------------------------------------------------------------
 AG9658  NETWORK                                       0.43   0.57
 AG9658  -------------------------------------------------------------------
 AG9658  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.35   0.43      2.18
 AG9658  -------------------------------------------------------------------
 AG9658  NOTE: Click here for information on individual local accuracy
 AG9658  values and other accuracy information.
 AG9658
 AG9658
 AG9658.The horizontal coordinates were established by GPS observations
 AG9658.and adjusted by the National Geodetic Survey in February 2007.
 AG9658
 AG9658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9658.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9658
 AG9658.The horizontal coordinates are valid at the epoch date displayed above
 AG9658.which is a decimal equivalence of Year/Month/Day.
 AG9658
 AG9658.The orthometric height was determined by differential leveling and
 AG9658.adjusted in August 2004.
 AG9658
 AG9658.Photographs are available for this station.
 AG9658
 AG9658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9658
 AG9658.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9658
 AG9658.The ellipsoidal height was determined by GPS observations
 AG9658.and is referenced to NAD 83.
 AG9658
 AG9658.The dynamic height is computed by dividing the NAVD 88
 AG9658.geopotential number by the normal gravity value computed on the
 AG9658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9658.degrees latitude (g = 980.6199 gals.).
 AG9658
 AG9658.The modeled gravity was interpolated from observed gravity values.
 AG9658
 AG9658. The following values were computed from the NAD 83(2007) position.
 AG9658
 AG9658;                    North         East     Units Scale Factor Converg.
 AG9658;SPC MN C     -   166,226.631   816,125.931   MT  1.00000462   +0 08 58.2
 AG9658;SPC MN C     -   545,361.87  2,677,573.16   sFT  1.00000462   +0 08 58.2
 AG9658;UTM  15      - 5,049,652.972   418,626.512   MT  0.99968141   -0 44 43.5
 AG9658
 AG9658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9658!SPC MN C     -   0.99995458  x   1.00000462  =   0.99995920
 AG9658!UTM  15      -   0.99995458  x   0.99968141  =   0.99963600
 AG9658
 AG9658                          SUPERSEDED SURVEY CONTROL
 AG9658
 AG9658  NAD 83(1996)-  45 35 44.35954(N)    094 02 35.97325(W) AD(       ) 1
 AG9658  ELLIP H (07/06/04)  289.773  (m)                       GP(       ) 3 2
 AG9658  NAVD 88 (07/06/04)  316.93   (m)         1039.8    (f) LEVELING    3  
 AG9658
 AG9658.Superseded values are not recommended for survey control.
 AG9658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9658.See file dsdata.txt to determine how the superseded data were derived.
 AG9658
 AG9658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1862649652(NAD 83)
 AG9658
 AG9658_MARKER: DB = BENCH MARK DISK
 AG9658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9658_STAMPING: 0503 F 1950
 AG9658_MARK LOGO: MNHD  
 AG9658_PROJECTION: FLUSH
 AG9658_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AG9658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9658+STABILITY: SURFACE MOTION
 AG9658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9658+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 AG9658
 AG9658  HISTORY     - Date     Condition        Report By
 AG9658  HISTORY     - 1950     MONUMENTED       MNHD
 AG9658  HISTORY     - 19930922 GOOD             MNGS
 AG9658  HISTORY     - 19970401 GOOD             MNDT
 AG9658  HISTORY     - 20031001 GOOD             MNDT
 AG9658  HISTORY     - 20081014 GOOD             MNDT
 AG9658
 AG9658                          STATION DESCRIPTION
 AG9658
 AG9658'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 AG9658'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) ENE OF ST CLOUD, 5.1 MI
 AG9658'(8.2 KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 10, AT TH 23 MP
 AG9658'213.2, 75 FT (22.9 M) SE OF TH 23, AT THE FENCE ON R/W AND 1.0 FT (0.3
 AG9658'M) NORTH OF WIT POST.
 AG9658
 AG9658                          STATION RECOVERY (1997)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9658'THE MARK WAS RECOVERED AS DESCRIBED.
 AG9658
 AG9658                          STATION RECOVERY (2003)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AG9658'6.7 MILES EAST-NORTHEAST OF ST CLOUD, 75 FEET SOUTHEAST OF TRUNK
 AG9658'HIGHWAY 23 AT FENCE AND FIELDLINE, AT TRUNK HIGHWAY 23 MILEPOINT
 AG9658'213.2, 18 FEET SOUTHWEST OF ENTRANCE, 1.0 FEET NORTH OF WITNESS POST
 AG9658
 AG9658                          STATION RECOVERY (2008)
 AG9658
 AG9658'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9658'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF SAINT
 AG9658'CLOUD, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF CABLE AND 5.5 MI (8.8 KM)
 AG9658'WEST-NORTHWEST OF DUELM.
 AG9658' 
 AG9658'TO REACH TO THE MARK GO 6.7 MI (10.8 KM) EAST-NORTHEAST OF SAINT
 AG9658'CLOUD, 75 FT (22.9 M) SOUTHEAST OF TRUNK HIGHWAY 23 AT FENCE AND FIELD
 AG9658'LINE, AT TRUNK HIGHWAY 23 MILE POINT 213.2, 18 FT (5.5 M) SOUTHWEST OF
 AG9658'ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9662 ***********************************************************************
 AG9662  DESIGNATION -  0503 J
 AG9662  PID         -  AG9662
 AG9662  STATE/COUNTY-  MN/BENTON
 AG9662  COUNTRY     -  US
 AG9662  USGS QUAD   -  FOLEY (1968)
 AG9662
 AG9662                         *CURRENT SURVEY CONTROL
 AG9662  ______________________________________________________________________
 AG9662* NAD 83(1986) POSITION- 45 38 42.     (N) 093 57 57.     (W)   SCALED    
 AG9662* NAVD 88 ORTHO HEIGHT -   349.993  (meters)    1148.27  (feet) ADJUSTED  
 AG9662  ______________________________________________________________________
 AG9662  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AG9662  DYNAMIC HEIGHT  -        349.986 (meters)     1148.25  (feet) COMP
 AG9662  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 AG9662
 AG9662  VERT ORDER      -  SECOND    CLASS I
 AG9662
 AG9662.The horizontal coordinates were scaled from a topographic map and have
 AG9662.an estimated accuracy of +/- 6 seconds.
 AG9662.
 AG9662.The orthometric height was determined by differential leveling and
 AG9662.adjusted in August 2004.
 AG9662
 AG9662.The dynamic height is computed by dividing the NAVD 88
 AG9662.geopotential number by the normal gravity value computed on the
 AG9662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9662.degrees latitude (g = 980.6199 gals.).
 AG9662
 AG9662.The modeled gravity was interpolated from observed gravity values.
 AG9662
 AG9662;                    North         East    Units  Estimated Accuracy
 AG9662;SPC MN C     -   171,730.      822,150.      MT  (+/- 180 meters Scaled)
 AG9662
 AG9662                          SUPERSEDED SURVEY CONTROL
 AG9662
 AG9662.No superseded survey control is available for this station.
 AG9662
 AG9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL247550(NAD 83)
 AG9662
 AG9662_MARKER: DB = BENCH MARK DISK
 AG9662_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AG9662_STAMPING: 0503 J 1950
 AG9662_MARK LOGO: MNDT  
 AG9662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9662+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 AG9662
 AG9662  HISTORY     - Date     Condition        Report By
 AG9662  HISTORY     - 1950     MONUMENTED       MNDT
 AG9662  HISTORY     - 19930914 SEE DESCRIPTION  MNGS
 AG9662
 AG9662                          STATION DESCRIPTION
 AG9662
 AG9662'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 AG9662'THE MARK IS 2.5 MI (4.0 KM) WEST OF FOLEY, 2.5 MI (4.0 KM) WEST ON TH
 AG9662'23 FROM THE JCT OF TH 23 AND TH 25 IN FOLEY, AT TH 23 MP 218.65, 75 FT
 AG9662'(22.9 M) NORTH OF TH 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0023 ***********************************************************************
 QP0023  DESIGNATION -  0503 N
 QP0023  PID         -  QP0023
 QP0023  STATE/COUNTY-  MN/BENTON
 QP0023  COUNTRY     -  US
 QP0023  USGS QUAD   -  ST CLOUD (1993)
 QP0023
 QP0023                         *CURRENT SURVEY CONTROL
 QP0023  ______________________________________________________________________
 QP0023* NAD 83(2007) POSITION- 45 33 58.41535(N) 094 08 17.98699(W)   ADJUSTED  
 QP0023* NAD 83(2007) ELLIP HT-   292.491 (meters)        (02/10/07)   ADJUSTED
 QP0023* NAD 83(2007) EPOCH   -  2002.00
 QP0023* NAVD 88 ORTHO HEIGHT -   319.572  (meters)    1048.46  (feet) ADJUSTED  
 QP0023  ______________________________________________________________________
 QP0023  NAD 83(2007) X  -   -322,798.390 (meters)                     COMP
 QP0023  NAD 83(2007) Y  - -4,461,416.525 (meters)                     COMP
 QP0023  NAD 83(2007) Z  -  4,531,834.109 (meters)                     COMP
 QP0023  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 QP0023  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 QP0023  DYNAMIC HEIGHT  -        319.565 (meters)     1048.44  (feet) COMP
 QP0023  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 QP0023
 QP0023  VERT ORDER      -  FIRST     CLASS I
 QP0023
 QP0023  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0023  Type                                         Horiz  Ellip  Dist(km)
 QP0023  -------------------------------------------------------------------
 QP0023  NETWORK                                       0.53   0.69
 QP0023  -------------------------------------------------------------------
 QP0023  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.56   0.68      4.19
 QP0023  -------------------------------------------------------------------
 QP0023  NOTE: Click here for information on individual local accuracy
 QP0023  values and other accuracy information.
 QP0023
 QP0023
 QP0023.The horizontal coordinates were established by GPS observations
 QP0023.and adjusted by the National Geodetic Survey in February 2007.
 QP0023
 QP0023.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0023.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0023
 QP0023.The horizontal coordinates are valid at the epoch date displayed above
 QP0023.which is a decimal equivalence of Year/Month/Day.
 QP0023
 QP0023.The orthometric height was determined by differential leveling and
 QP0023.adjusted in June 1991.
 QP0023
 QP0023.Photographs are available for this station.
 QP0023
 QP0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0023
 QP0023.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0023
 QP0023.The ellipsoidal height was determined by GPS observations
 QP0023.and is referenced to NAD 83.
 QP0023
 QP0023.The dynamic height is computed by dividing the NAVD 88
 QP0023.geopotential number by the normal gravity value computed on the
 QP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0023.degrees latitude (g = 980.6199 gals.).
 QP0023
 QP0023.The modeled gravity was interpolated from observed gravity values.
 QP0023
 QP0023. The following values were computed from the NAD 83(2007) position.
 QP0023
 QP0023;                    North         East     Units Scale Factor Converg.
 QP0023;SPC MN C     -   162,940.880   808,717.791   MT  1.00001131   +0 04 50.8
 QP0023;SPC MN C     -   534,581.87  2,653,268.29   sFT  1.00001131   +0 04 50.8
 QP0023;UTM  15      - 5,046,484.256   411,170.368   MT  0.99969701   -0 48 46.4
 QP0023
 QP0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0023!SPC MN C     -   0.99995415  x   1.00001131  =   0.99996546
 QP0023!UTM  15      -   0.99995415  x   0.99969701  =   0.99965117
 QP0023
 QP0023|---------------------------------------------------------------------|
 QP0023| PID    Reference Object                     Distance      Geod. Az  |
 QP0023|                                                           dddmmss.s |
 QP0023| DL5483 UHAUL                               210.930 METERS 28704     |
 QP0023|---------------------------------------------------------------------|
 QP0023
 QP0023                          SUPERSEDED SURVEY CONTROL
 QP0023
 QP0023  NAD 83(1996)-  45 33 58.41507(N)    094 08 17.98693(W) AD(       ) 1
 QP0023  ELLIP H (07/14/03)  292.527  (m)                       GP(       ) 3 2
 QP0023  NAVD 88 (07/14/03)  319.57   (m)         1048.5    (f) LEVELING    3  
 QP0023  NGVD 29 (??/??/92)  319.453  (m)         1048.07   (f) ADJ UNCH    1 1
 QP0023
 QP0023.Superseded values are not recommended for survey control.
 QP0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0023.See file dsdata.txt to determine how the superseded data were derived.
 QP0023
 QP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1117046484(NAD 83)
 QP0023
 QP0023_MARKER: DB = BENCH MARK DISK
 QP0023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0023_SP_SET: BRIDGE WALKWAY
 QP0023_STAMPING: 0503 N 1962
 QP0023_MARK LOGO: MNHD  
 QP0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0023+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 QP0023
 QP0023  HISTORY     - Date     Condition        Report By
 QP0023  HISTORY     - 1962     MONUMENTED       MNHD
 QP0023  HISTORY     - 1974     GOOD             MNDT
 QP0023  HISTORY     - 1976     GOOD             NGS
 QP0023  HISTORY     - 19930922 GOOD             MNGS
 QP0023  HISTORY     - 19960501 GOOD             MNDT
 QP0023  HISTORY     - 20080422 GOOD             MNDT
 QP0023  HISTORY     - 20080422 GOOD             MNDT
 QP0023  HISTORY     - 20080623 GOOD             MNDT
 QP0023  HISTORY     - 20080701 GOOD             GEOCAC
 QP0023
 QP0023                          STATION DESCRIPTION
 QP0023
 QP0023'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0023'IN ST CLOUD.
 QP0023'THE MARK IS LOCATED AT THE JUNCTION OF T.H. 23 AND T.H. 10 EAST OF ST.
 QP0023'CLOUD.  IT IS SET IN THE SOUTHEAST (MOST EASTERLY) CORNER OF BRIDGE
 QP0023'NO. 9022 (T.H. 23 EASTBOUND OVER T.H. 10), 27.5 FEET SOUTHEAST OF THE
 QP0023'CENTERLINE OF T.H. 23 EASTBOUND, AND 0.7 FEET SOUTHWEST OF THE
 QP0023'NORTHEAST END OF THE SOUTH WALKWAY OF THE BRIDGE.  IT IS ABOUT 1 FOOT
 QP0023'ABOVE THE ROADWAY OF T.H. 23 AND CEMENTED INTO THE WALKWAY OF THE
 QP0023'BRIDGE.  SE 1/4 SECTION 36, T 36N, R 31W.
 QP0023
 QP0023                          STATION RECOVERY (1976)
 QP0023
 QP0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0023'AT ST. CLOUD, AT THE SOUTHEAST ONE OF TWO STATE HIGHWAY 23 BRIDGES
 QP0023'OVER U.S. HIGHWAY 10, 27.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QP0023'SOUTHEAST LANES OF STATE HIGHWAY 23, IN THE TOP OF THE NORTHEAST
 QP0023'END OF THE SOUTHEAST CONCRETE WALKWAY, 0.7 FT. SOUTHWEST OF THE
 QP0023'NORTHEAST END OF THE WALKWAY.
 QP0023
 QP0023                          STATION RECOVERY (1993)
 QP0023
 QP0023'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 QP0023'THE MARK WAS FOUND TO HAVE BEEN SCRAPPED BY A SNOWPLOW.  IT WAS
 QP0023'RESTAMPED FOR EASE OF READING.  THE MARK IS LOCATED IN THE CITY OF ST
 QP0023'CLOUD, IN THE NE END OF THE SE WALKWAY OF EB TH 23 BRDG NO 9022 OVER
 QP0023'TH 10.  THE MARK IS AT THE JCT OF TH 10 AND TH 23, AT TH 23 MP 207.9,
 QP0023'27.5 FT (8.4 M) SE OF EB TH 23, AND 0.7 FT (21.3 CM) SW OF THE NE END
 QP0023'OF THE WALKWAY.
 QP0023
 QP0023                          STATION RECOVERY (1996)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QP0023'STATION RECOVERED AS DESCRIBED.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0023'IN SAINT CLOUD, IN NORTHEAST END OF SOUTHEAST WALKWAY OF EASTBOUND
 QP0023'TRUNK HIGHWAY 23 BRIDGE 9022 OVER TRUNK HIGHWAY 10, AT TRUNK HIGHWAY
 QP0023'23 MILEPOINT 207.9, 27.5 FEET SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23,
 QP0023'0.7 FOOT SOUTHWEST OF NORTHEAST END OF WALKWAY, MARK WILL BE DESTROYED
 QP0023'WHEN BRIDGE IS REPLACED.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0023'RECOVERED AS DESCRIBED.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0023'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF SAINT AUGUSTA, 4.9
 QP0023'MI (7.9 KM) NORTHWEST OF CABLE AND 1.2 MI (1.9 KM) EAST-NORTHEAST OF
 QP0023'SAINT CLOUD.
 QP0023' 
 QP0023'TO REACH TO THE MARK IN SAINT CLOUD, IN NORTHEAST END OF SOUTHEAST
 QP0023'WALKWAY OF EASTBOUND TRUNK HIGHWAY 23 BRIDGE 9022 OVER TRUNK HIGHWAY
 QP0023'10, AT TRUNK HIGHWAY 23 MILE POINT 207.9, 27.5 FT (8.4 M) SOUTHEAST OF
 QP0023'EASTBOUND TRUNK HIGHWAY 23, 0.7 FT (0.2 M) SOUTHWEST OF NORTHEAST END
 QP0023'OF WALKWAY.
 QP0023
 QP0023                          STATION RECOVERY (2008)
 QP0023
 QP0023'RECOVERY NOTE BY GEOCACHING 2008
 QP0023'THE MARK IS 25.4 CM (0.8 FT) ABOVE THE ROADWAY OF T.H. 23. HH2
 QP0023'COORDINATES N45 33 58.5 W094 08 18.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0024 ***********************************************************************
 QP0024  DESIGNATION -  0503 O
 QP0024  PID         -  QP0024
 QP0024  STATE/COUNTY-  MN/BENTON
 QP0024  COUNTRY     -  US
 QP0024  USGS QUAD   -  ST CLOUD (1993)
 QP0024
 QP0024                         *CURRENT SURVEY CONTROL
 QP0024  ______________________________________________________________________
 QP0024* NAD 83(1986) POSITION- 45 33 48.     (N) 094 08 36.     (W)   SCALED    
 QP0024* NAVD 88 ORTHO HEIGHT -   313.635  (meters)    1028.98  (feet) ADJUSTED  
 QP0024  ______________________________________________________________________
 QP0024  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 QP0024  DYNAMIC HEIGHT  -        313.628 (meters)     1028.96  (feet) COMP
 QP0024  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 QP0024
 QP0024  VERT ORDER      -  FIRST     CLASS I
 QP0024
 QP0024.The horizontal coordinates were scaled from a topographic map and have
 QP0024.an estimated accuracy of +/- 6 seconds.
 QP0024.
 QP0024.The orthometric height was determined by differential leveling and
 QP0024.adjusted in June 1991.
 QP0024
 QP0024.Photographs are available for this station.
 QP0024
 QP0024.The dynamic height is computed by dividing the NAVD 88
 QP0024.geopotential number by the normal gravity value computed on the
 QP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0024.degrees latitude (g = 980.6199 gals.).
 QP0024
 QP0024.The modeled gravity was interpolated from observed gravity values.
 QP0024
 QP0024;                    North         East    Units  Estimated Accuracy
 QP0024;SPC MN C     -   162,620.      808,330.      MT  (+/- 180 meters Scaled)
 QP0024
 QP0024                          SUPERSEDED SURVEY CONTROL
 QP0024
 QP0024  NGVD 29 (??/??/92)  313.517  (m)         1028.60   (f) ADJ UNCH    1 1
 QP0024
 QP0024.Superseded values are not recommended for survey control.
 QP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0024.See file dsdata.txt to determine how the superseded data were derived.
 QP0024
 QP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL107461(NAD 83)
 QP0024
 QP0024_MARKER: DB = BENCH MARK DISK
 QP0024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0024_SP_SET: BRIDGE WALKWAY
 QP0024_STAMPING: 0503 O 1962
 QP0024_MARK LOGO: MNHD  
 QP0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0024+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 QP0024
 QP0024  HISTORY     - Date     Condition        Report By
 QP0024  HISTORY     - 1962     MONUMENTED       MNDT
 QP0024  HISTORY     - 1974     GOOD             MNDT
 QP0024  HISTORY     - 1976     GOOD             NGS
 QP0024  HISTORY     - 19930922 GOOD             MNGS
 QP0024  HISTORY     - 20080422 GOOD             MNDT
 QP0024  HISTORY     - 20080617 GOOD             GEOCAC
 QP0024
 QP0024                          STATION DESCRIPTION
 QP0024
 QP0024'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0024'IN ST CLOUD.
 QP0024'THE MARK IS LOCATED ABOUT 0.4 MILES WEST ALONG T.H. 23 FROM THE T.H.
 QP0024'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS IN THE SOUTHEAST
 QP0024'CORNER OF BRIDGE NO. 6846 (BURLINGTON NORTHERN RAILROAD OVER T.H. 23),
 QP0024'7.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST SET OF
 QP0024'TRACKS, AND 0.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE. IT
 QP0024'IS ABOUT LEVEL WITH THE TRACKS AND CEMENTED INTO THE WALKWAY OF THE
 QP0024'BRIDGE.  SW 1/4 SECTION 36, T 36N, R 31W.
 QP0024
 QP0024                          STATION RECOVERY (1976)
 QP0024
 QP0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0024'AT ST. CLOUD, AT THE BURLINGTON NORTHERN RAILROAD BRIDGE NUMBER
 QP0024'6864 OVER 3RD STREET SOUTHEAST (STATE HIGHWAYS 23 AND 52), 7.8
 QP0024'FT. NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MOST TRACK,IN
 QP0024'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE WALKWAY OF THE
 QP0024'BRIDGE, 0.8 FT. NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE.
 QP0024
 QP0024                          STATION RECOVERY (1993)
 QP0024
 QP0024'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 QP0024'THE MARK IS LOCATED IN THE CITY OF ST CLOUD AT THE SE COR OF THE
 QP0024'WALKWAY OF RR BRDG NO 6846 OVER TH 23.  THE MARK IS 0.4 MI (0.6 KM)
 QP0024'WEST ON TH 10 FROM THE JCT OF TH 10 AND TH 23, AT TH 23 MP 207.5, 7.8
 QP0024'FT (2.4 M) NE OF THE NE RAIL OF RR TRACKS, AND 0.8 FT (24.4 CM) NW OF
 QP0024'THE SE END OF THE BRDG.
 QP0024
 QP0024                          STATION RECOVERY (2008)
 QP0024
 QP0024'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0024'RECOVERED AS DESCRIBED.
 QP0024
 QP0024                          STATION RECOVERY (2008)
 QP0024
 QP0024'RECOVERY NOTE BY GEOCACHING 2008
 QP0024'THE MARK IS 2.4M (7.9 FT) NE OF THE NE RAIL OF RR TRACKS, AND 24.1 CM
 QP0024'(0.8 FT) N OF THE SE END OF THE BRIDGE. HH2 COORDINATES N45 33 49.1
 QP0024'W094 08 43.6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0025 ***********************************************************************
 QP0025  DESIGNATION -  0503 P
 QP0025  PID         -  QP0025
 QP0025  STATE/COUNTY-  MN/BENTON
 QP0025  COUNTRY     -  US
 QP0025  USGS QUAD   -  ST CLOUD (1993)
 QP0025
 QP0025                         *CURRENT SURVEY CONTROL
 QP0025  ______________________________________________________________________
 QP0025* NAD 83(1986) POSITION- 45 33 42.     (N) 094 08 42.     (W)   SCALED    
 QP0025* NAVD 88 ORTHO HEIGHT -   313.044  (meters)    1027.05  (feet) ADJUSTED  
 QP0025  ______________________________________________________________________
 QP0025  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 QP0025  DYNAMIC HEIGHT  -        313.037 (meters)     1027.02  (feet) COMP
 QP0025  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 QP0025
 QP0025  VERT ORDER      -  FIRST     CLASS I
 QP0025
 QP0025.The horizontal coordinates were scaled from a topographic map and have
 QP0025.an estimated accuracy of +/- 6 seconds.
 QP0025.
 QP0025.The orthometric height was determined by differential leveling and
 QP0025.adjusted in June 1991.
 QP0025
 QP0025.Photographs are available for this station.
 QP0025
 QP0025.The dynamic height is computed by dividing the NAVD 88
 QP0025.geopotential number by the normal gravity value computed on the
 QP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0025.degrees latitude (g = 980.6199 gals.).
 QP0025
 QP0025.The modeled gravity was interpolated from observed gravity values.
 QP0025
 QP0025;                    North         East    Units  Estimated Accuracy
 QP0025;SPC MN C     -   162,430.      808,200.      MT  (+/- 180 meters Scaled)
 QP0025
 QP0025                          SUPERSEDED SURVEY CONTROL
 QP0025
 QP0025  NGVD 29 (??/??/92)  312.926  (m)         1026.66   (f) ADJ UNCH    1 1
 QP0025
 QP0025.Superseded values are not recommended for survey control.
 QP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0025.See file dsdata.txt to determine how the superseded data were derived.
 QP0025
 QP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL106459(NAD 83)
 QP0025
 QP0025_MARKER: DB = BENCH MARK DISK
 QP0025_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0025_SP_SET: BRIDGE WALKWAY
 QP0025_STAMPING: 0503 P 1962
 QP0025_MARK LOGO: MNHD  
 QP0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0025+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 QP0025
 QP0025  HISTORY     - Date     Condition        Report By
 QP0025  HISTORY     - 1962     MONUMENTED       MNDT
 QP0025  HISTORY     - 1974     GOOD             MNDT
 QP0025  HISTORY     - 1976     GOOD             NGS
 QP0025  HISTORY     - 19930922 GOOD             MNGS
 QP0025  HISTORY     - 20080422 GOOD             MNDT
 QP0025  HISTORY     - 20080617 GOOD             GEOCAC
 QP0025
 QP0025                          STATION DESCRIPTION
 QP0025
 QP0025'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0025'IN ST CLOUD.
 QP0025'THE MARK IS LOCATED ABOUT 0.5 MILES WEST ALONG T.H. 23 FROM THE T.H.
 QP0025'23 BRIDGE OVER T.H. 10 EAST OF ST. CLOUD.  IT IS SET IN THE SOUTHEAST
 QP0025'(MOST EASTERLY) CORNER OF PEDESTRIAN BRIDGE NO. 6847, WHICH IS LOCATED
 QP0025'AT 5TH AVENUE SOUTHEAST AND IS OVER T.H. 23, 31 FEET NORTHEAST OF THE
 QP0025'CENTER OF THE SOUTH FRONTAGE ROAD, 3.0 FEET WEST OF THE EAST EDGE OF
 QP0025'THE WALKWAY, 12.0 FEET WEST OF THE SOUTH END OF A CHAIN LINK FENCE,
 QP0025'AND 25.7 FEET WEST-SOUTHWEST OF A FIRE HYDRANT.  IT IS ABOUT 1.0 FEET
 QP0025'ABOVE THE SIDEWALK AND CEMENTED INTO THE WALKWAY OF THE BRIDGE. SW 1/4
 QP0025'SECTION 36, T 36N, R 31W.
 QP0025
 QP0025                          STATION RECOVERY (1976)
 QP0025
 QP0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0025'AT ST. CLOUD, AT THE JUNCTION OF 3RD STREET SOUTHEAST (STATE
 QP0025'HIGHWAYS 23 AND 52) AND 5TH AVENUE SOUTHEAST, 20.5 FEET NORTHEAST
 QP0025'OF THE CENTER LINE OF THE AVENUE, 42.1 FEET SOUTHEAST OF THE SOUTHEAST
 QP0025'CURB OF THE STREET, IN THE TOP OF THE WEST CORNER OF THE SOUTHEAST
 QP0025'CONCRETE STEP OF PEDESTRIAN BRIDGE NUMBER 6847 OVER THE STREET,0.4
 QP0025'FT. NORTHEAST OF THE NORTHEAST EDGE OF THE SOUTHWEST CONCRETE CURB OF
 QP0025'THE GUARDRAIL, 3.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE STEP.
 QP0025
 QP0025                          STATION RECOVERY (1993)
 QP0025
 QP0025'RECOVERY NOTE BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 QP0025'THE MARK IS LOCATED IN THE CITY OF ST CLOUD AT THE WEST COR OF THE SE
 QP0025'STEP OF THE WALKWAY FOR PEDESTRIAN BRDG NO 6847 OVER TH 23.  THE MARK
 QP0025'IS AT THE JCT OF TH 23 (3RD ST SE) AND 5TH AVE SE, AT TH 23 MP 207.35,
 QP0025'20.5 FT (6.2 M) NE OF 5TH AVE SE, 42.1 FT (12.8 M) SE OF THE SE CURB
 QP0025'ON 3RD ST SE, 0.4 FT (12.2 CM) NE OF THE NE EDGE OF THE SW CURB OF A
 QP0025'GUARDRAIL, AND 3 FT (0.9 M) NW OF THE SE END OF THE STEP.
 QP0025
 QP0025                          STATION RECOVERY (2008)
 QP0025
 QP0025'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0025'RECOVERED AS DESCRIBED.
 QP0025
 QP0025                          STATION RECOVERY (2008)
 QP0025
 QP0025'RECOVERY NOTE BY GEOCACHING 2008
 QP0025'THE MARK IS 12.8 M (42.1 FT) NE OF THE SW CURB ON 3RD ST SE AND 0.9 M
 QP0025'(3 FT) NW OF THE SW END OF THE STEP. HH2 COORDINATES N45 33 46.2 W094
 QP0025'08 50.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9651 ***********************************************************************
 AG9651  DESIGNATION -  0503 R
 AG9651  PID         -  AG9651
 AG9651  STATE/COUNTY-  MN/BENTON
 AG9651  COUNTRY     -  US
 AG9651  USGS QUAD   -  ST CLOUD (1993)
 AG9651
 AG9651                         *CURRENT SURVEY CONTROL
 AG9651  ______________________________________________________________________
 AG9651* NAD 83(1986) POSITION- 45 34 23.0    (N) 094 07 39.4    (W)   HD_HELD2  
 AG9651* NAVD 88 ORTHO HEIGHT -   312.530  (meters)    1025.36  (feet) ADJUSTED  
 AG9651  ______________________________________________________________________
 AG9651  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 AG9651  DYNAMIC HEIGHT  -        312.524 (meters)     1025.34  (feet) COMP
 AG9651  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 AG9651
 AG9651  VERT ORDER      -  SECOND    CLASS I
 AG9651
 AG9651.The horizontal coordinates were established by autonomous hand held GPS
 AG9651.observations and have an estimated accuracy of +/- 10 meters.
 AG9651.
 AG9651.The orthometric height was determined by differential leveling and
 AG9651.adjusted in August 2004.
 AG9651
 AG9651.Photographs are available for this station.
 AG9651
 AG9651.The dynamic height is computed by dividing the NAVD 88
 AG9651.geopotential number by the normal gravity value computed on the
 AG9651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9651.degrees latitude (g = 980.6199 gals.).
 AG9651
 AG9651.The modeled gravity was interpolated from observed gravity values.
 AG9651
 AG9651;                    North         East    Units  Estimated Accuracy
 AG9651;SPC MN C     -   163,701.      809,553.      MT  (+/- 10 meters HH2 GPS)
 AG9651
 AG9651                          SUPERSEDED SURVEY CONTROL
 AG9651
 AG9651.No superseded survey control is available for this station.
 AG9651
 AG9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1201747231(NAD 83)
 AG9651
 AG9651_MARKER: DB = BENCH MARK DISK
 AG9651_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9651_SP_SET: BOX CULVERT HEADWALL
 AG9651_STAMPING: 0503 R 1993
 AG9651_MARK LOGO: MNDT  
 AG9651_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9651+STABILITY: SURFACE MOTION
 AG9651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9651+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 AG9651
 AG9651  HISTORY     - Date     Condition        Report By
 AG9651  HISTORY     - 1993     MONUMENTED       MNDT
 AG9651  HISTORY     - 20080422 GOOD             MNDT
 AG9651
 AG9651                          STATION DESCRIPTION
 AG9651
 AG9651'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9651'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NE OF ST CLOUD IN A BOX
 AG9651'CULV.  THE MARK IS 0.7 MI (1.1 KM) NE OF JCT OF TH 23 AND TH 10, AT TH
 AG9651'23 MP 208.6, 35 FT (10.7 M) SE OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH
 AG9651'23, 59.4 FT (18.1 M) NW OF A P-POLE, 0.5 FT (15.2 CM) SW OF THE NE COR
 AG9651'OF A BOX CULV, AND 1.0 FT (0.3 M) WEST OF A WIT POST.
 AG9651
 AG9651                          STATION RECOVERY (2008)
 AG9651
 AG9651'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9651'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF SAINT CLOUD, 0.7 MI (1.1 KM)
 AG9651'NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN
 AG9651'NORTHEAST CORNER OF TRUNK HIGHWAY 23 BOX CULVERT, AT TRUNK HIGHWAY 23
 AG9651'MILE POINT 208.6.
 AG9651' 
 AG9651'IT IS 35.0 FT (10.7 M) SOUTHEAST OF EAST-BOUND TRUNK HIGHWAY 23 AND
 AG9651'3.0 FT (0.9 M) LOWER THAN TRUNK HIGHWAY 23, 59.4 FT (18.1 M) NORTHWEST
 AG9651'OF POWER POLE, 0.5 FT (15 CM) SOUTHWEST OF THE NORTHEAST CORNER OF BOX
 AG9651'CULVERT, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9652 ***********************************************************************
 AG9652  DESIGNATION -  0503 S
 AG9652  PID         -  AG9652
 AG9652  STATE/COUNTY-  MN/BENTON
 AG9652  COUNTRY     -  US
 AG9652  USGS QUAD   -  CABLE (1993)
 AG9652
 AG9652                         *CURRENT SURVEY CONTROL
 AG9652  ______________________________________________________________________
 AG9652* NAD 83(1986) POSITION- 45 34 41.2    (N) 094 07 01.7    (W)   HD_HELD2  
 AG9652* NAVD 88 ORTHO HEIGHT -   321.701  (meters)    1055.45  (feet) ADJUSTED  
 AG9652  ______________________________________________________________________
 AG9652  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 AG9652  DYNAMIC HEIGHT  -        321.695 (meters)     1055.43  (feet) COMP
 AG9652  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 AG9652
 AG9652  VERT ORDER      -  SECOND    CLASS I
 AG9652
 AG9652.The horizontal coordinates were established by autonomous hand held GPS
 AG9652.observations and have an estimated accuracy of +/- 10 meters.
 AG9652.
 AG9652.The orthometric height was determined by differential leveling and
 AG9652.adjusted in August 2004.
 AG9652
 AG9652.Photographs are available for this station.
 AG9652
 AG9652.The dynamic height is computed by dividing the NAVD 88
 AG9652.geopotential number by the normal gravity value computed on the
 AG9652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9652.degrees latitude (g = 980.6199 gals.).
 AG9652
 AG9652.The modeled gravity was interpolated from observed gravity values.
 AG9652
 AG9652;                    North         East    Units  Estimated Accuracy
 AG9652;SPC MN C     -   164,264.      810,370.      MT  (+/- 10 meters HH2 GPS)
 AG9652
 AG9652                          SUPERSEDED SURVEY CONTROL
 AG9652
 AG9652.No superseded survey control is available for this station.
 AG9652
 AG9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1284247781(NAD 83)
 AG9652
 AG9652_MARKER: DD = SURVEY DISK
 AG9652_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9652_SP_SET: SIGN FOOTING
 AG9652_STAMPING: 0503 S 1993
 AG9652_MARK LOGO: MNDT  
 AG9652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9652+STABILITY: SURFACE MOTION
 AG9652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9652+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 AG9652
 AG9652  HISTORY     - Date     Condition        Report By
 AG9652  HISTORY     - 1993     MONUMENTED       MNDT
 AG9652  HISTORY     - 20080422 GOOD             MNDT
 AG9652
 AG9652                          STATION DESCRIPTION
 AG9652
 AG9652'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9652'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NE OF ST CLOUD, IN A SQUARE
 AG9652'CONC FOOTING.  THE MARK IS 1.4 MI (2.3 KM) NE OF THE JCT OF TH 23 AND
 AG9652'TH 10, AT TH 23 MP 209.3, 173 FT (52.7 M) NNW OF AND ABOUT 2 FT (0.6
 AG9652'M) LOWER THAN TH 23, 133.1 FT (40.6 M) SE OF THE SW COR OF A BLDG, 1.0
 AG9652'FT (0.3 M) SE OF THE DOOR SERVICE SIGN, 0.6 FT (18.3 CM) WEST OF THE
 AG9652'SE COR OF A 2.7 FT (0.8 M) SQUARE CONC FOOTING.
 AG9652
 AG9652                          STATION RECOVERY (2008)
 AG9652
 AG9652'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9652'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF SAINT CLOUD, 1.4 MI (2.3 KM)
 AG9652'NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN
 AG9652'SOUTHEAST CORNER OF 2.7 FT (0.8 M) SQUARE CONCRETE FOOTING, AT TRUNK
 AG9652'HIGHWAY 23 MILE POINT 209.
 AG9652' 
 AG9652'IT IS 173 FT (52.7 M) NORTH-NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23
 AG9652'AND 2.0 FT (0.6 M) LOWER THAN TRUNK HIGHWAY 23, 133.1 FT (40.6 M)
 AG9652'SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING, 1.0 FT (0.3 M)
 AG9652'SOUTHEAST OF CENTRAL MINNESOTA GARAGE DOOR SIGN, 0.6 FT (18 CM) WEST
 AG9652'OF THE SOUTHEAST CORNER OF FOOTING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9653 ***********************************************************************
 AG9653  DESIGNATION -  0503 T
 AG9653  PID         -  AG9653
 AG9653  STATE/COUNTY-  MN/BENTON
 AG9653  COUNTRY     -  US
 AG9653  USGS QUAD   -  CABLE (1993)
 AG9653
 AG9653                         *CURRENT SURVEY CONTROL
 AG9653  ______________________________________________________________________
 AG9653* NAD 83(2007) POSITION- 45 34 53.26649(N) 094 06 15.03396(W)   ADJUSTED  
 AG9653* NAD 83(2007) ELLIP HT-   295.505 (meters)        (10/16/09)   ADJUSTED
 AG9653* NAD 83(2007) EPOCH   -  2002.00
 AG9653* NAVD 88 ORTHO HEIGHT -   322.608  (meters)    1058.42  (feet) ADJUSTED  
 AG9653  ______________________________________________________________________
 AG9653  NAD 83(2007) X  -   -320,052.506 (meters)                     COMP
 AG9653  NAD 83(2007) Y  - -4,460,403.937 (meters)                     COMP
 AG9653  NAD 83(2007) Z  -  4,533,021.694 (meters)                     COMP
 AG9653  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC09
 AG9653  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 AG9653  DYNAMIC HEIGHT  -        322.602 (meters)     1058.40  (feet) COMP
 AG9653  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 AG9653
 AG9653  HORZ ORDER      -  FIRST
 AG9653  VERT ORDER      -  SECOND    CLASS I
 AG9653  ELLP ORDER      -  THIRD     CLASS I
 AG9653
 AG9653.The horizontal coordinates were established by GPS observations
 AG9653.and adjusted by the MN DEPT OF TRANSP in October 2009.
 AG9653
 AG9653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9653.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9653
 AG9653.The horizontal coordinates are valid at the epoch date displayed above
 AG9653.which is a decimal equivalence of Year/Month/Day.
 AG9653
 AG9653.The orthometric height was determined by differential leveling and
 AG9653.adjusted in August 2004.
 AG9653
 AG9653.Photographs are available for this station.
 AG9653
 AG9653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9653
 AG9653.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9653
 AG9653.The ellipsoidal height was determined by GPS observations
 AG9653.and is referenced to NAD 83.
 AG9653
 AG9653.The dynamic height is computed by dividing the NAVD 88
 AG9653.geopotential number by the normal gravity value computed on the
 AG9653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9653.degrees latitude (g = 980.6199 gals.).
 AG9653
 AG9653.The modeled gravity was interpolated from observed gravity values.
 AG9653
 AG9653. The following values were computed from the NAD 83(2007) position.
 AG9653
 AG9653;                    North         East     Units Scale Factor Converg.
 AG9653;SPC MN C     -   164,638.650   811,380.949   MT  1.00000781   +0 06 19.8
 AG9653;SPC MN C     -   540,151.97  2,662,005.66   sFT  1.00000781   +0 06 19.8
 AG9653;UTM  15      - 5,048,139.748   413,858.842   MT  0.99969123   -0 47 19.3
 AG9653
 AG9653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9653!SPC MN C     -   0.99995367  x   1.00000781  =   0.99996148
 AG9653!UTM  15      -   0.99995367  x   0.99969123  =   0.99964492
 AG9653
 AG9653                          SUPERSEDED SURVEY CONTROL
 AG9653
 AG9653  NAVD 88 (10/16/09)  322.61   (m)         1058.4    (f) LEVELING    3  
 AG9653
 AG9653.Superseded values are not recommended for survey control.
 AG9653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9653.See file dsdata.txt to determine how the superseded data were derived.
 AG9653
 AG9653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1385848139(NAD 83)
 AG9653
 AG9653_MARKER: DV = VERTICAL CONTROL DISK
 AG9653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9653_STAMPING: 0503 T 1993
 AG9653_MARK LOGO: MNDT  
 AG9653_PROJECTION: RECESSED 8 CENTIMETERS
 AG9653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9653+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 AG9653_ROD/PIPE-DEPTH: 10.7 meters
 AG9653
 AG9653  HISTORY     - Date     Condition        Report By
 AG9653  HISTORY     - 1993     MONUMENTED       MNDT
 AG9653  HISTORY     - 19970401 GOOD             MNDT
 AG9653  HISTORY     - 20070731 GOOD             INDIV
 AG9653  HISTORY     - 20080422 GOOD             MNDT
 AG9653  HISTORY     - 20080422 GOOD             MNDT
 AG9653
 AG9653                          STATION DESCRIPTION
 AG9653
 AG9653'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9653'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NE OF ST CLOUD, 2.0 MI (3.2
 AG9653'KM) NE OF JCT OF TH 23 AND TH 10, AT TH 23 MP 209.9, 238 FT (72.5 M)
 AG9653'NNW OF AND ABOUT 1 FT (0.3 M) LOWER THAN TH 23, 41 FT (12.5 M) EAST OF
 AG9653'28TH AVE NE, 84 FT (25.6 M) NORTH OF 10TH ST NE, 100.0 FT (30.5 M) NW
 AG9653'OF A P-POLE, 47.5 FT (14.5 M) NORTH OF A P-POLE, AND 1.0 FT (0.3 M)
 AG9653'EAST OF A WIT POST.
 AG9653
 AG9653                          STATION RECOVERY (1997)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9653'THE MARK WAS RECOVERED AS DESCRIBED, 0.6 FT (18.3 CM) WEST OF WITNESS
 AG9653'POST.
 AG9653
 AG9653                          STATION RECOVERY (2007)
 AG9653
 AG9653'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 AG9653'RECOVERED AS DESCRIBED.
 AG9653
 AG9653                          STATION RECOVERY (2008)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9653'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF SAINT
 AG9653'AUGUSTA, 5.0 MI (8.0 KM) NORTH-NORTHWEST OF CABLE AND 3.2 MI (5.1 KM)
 AG9653'EAST-NORTHEAST OF SAINT CLOUD.
 AG9653' 
 AG9653'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTHEAST OF SAINT CLOUD, 2.0
 AG9653'MI (3.2 KM) NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 AG9653'HIGHWAY 10, 238 FT (72.5 M) NORTH-NORTHWEST OF WESTBOUND OF TRUNK
 AG9653'HIGHWAY 23 AND 1.0 FT (0.3 M) LOWER THAN TRUNK HIGHWAY 23, AT TRUNK
 AG9653'HIGHWAY 23 MILE POINT 209.85, 41.0 FT (12.5 M) EAST OF 28TH AVENUE
 AG9653'NORTHEAST, 84.0 FT (25.6 M) NORTH OF 10TH STREET NORTHEAST, 100.0 FT
 AG9653'(30.5 M) NORTHWEST OF POWER POLE, 47.5 FT (14.5 M) NORTH OF POWER
 AG9653'POLE, 0.6 FT (0.2 M) WEST OF A WITNESS POST, AT SUMMER LAND FAMILY FUN
 AG9653'PARK.
 AG9653
 AG9653                          STATION RECOVERY (2008)
 AG9653
 AG9653'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9653'3.0 MILES NORTHEAST OF SAINT CLOUD, 2.0 MILES NORTHEAST OF JUNCTION OF
 AG9653'TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, 238 FEET NORTH-NORTHWEST OF
 AG9653'WESTBOUND OF TRUNK HIGHWAY 23 AND 1.0 FEET LOWER THAN TRUNK HIGHWAY
 AG9653'23, AT TRUNK HIGHWAY 23 MILEPOINT 209.85, 41.0 FEET EAST OF 28TH
 AG9653'AVENUE NORTHEAST, 84.0 FEET NORTH OF 10TH STREET NORTHEAST, 100.0 FEET
 AG9653'NORTHWEST OF POWER POLE, 47.5 FEET NORTH OF POWER POLE, 0.6 FEET WEST
 AG9653'OF WITNESS POST, AT SUMMER LAND FAMILY FUN PARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9654 ***********************************************************************
 AG9654  DESIGNATION -  0503 U
 AG9654  PID         -  AG9654
 AG9654  STATE/COUNTY-  MN/BENTON
 AG9654  COUNTRY     -  US
 AG9654  USGS QUAD   -  CABLE (1993)
 AG9654
 AG9654                         *CURRENT SURVEY CONTROL
 AG9654  ______________________________________________________________________
 AG9654* NAD 83(1986) POSITION- 45 34 52.4    (N) 094 05 29.8    (W)   HD_HELD2  
 AG9654* NAVD 88 ORTHO HEIGHT -   321.599  (meters)    1055.11  (feet) ADJUSTED  
 AG9654  ______________________________________________________________________
 AG9654  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AG9654  DYNAMIC HEIGHT  -        321.593 (meters)     1055.09  (feet) COMP
 AG9654  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 AG9654
 AG9654  VERT ORDER      -  SECOND    CLASS I
 AG9654
 AG9654.The horizontal coordinates were established by autonomous hand held GPS
 AG9654.observations and have an estimated accuracy of +/- 10 meters.
 AG9654.
 AG9654.The orthometric height was determined by differential leveling and
 AG9654.adjusted in August 2004.
 AG9654
 AG9654.Photographs are available for this station.
 AG9654
 AG9654.The dynamic height is computed by dividing the NAVD 88
 AG9654.geopotential number by the normal gravity value computed on the
 AG9654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9654.degrees latitude (g = 980.6199 gals.).
 AG9654
 AG9654.The modeled gravity was interpolated from observed gravity values.
 AG9654
 AG9654;                    North         East    Units  Estimated Accuracy
 AG9654;SPC MN C     -   164,614.      812,362.      MT  (+/- 10 meters HH2 GPS)
 AG9654
 AG9654                          SUPERSEDED SURVEY CONTROL
 AG9654
 AG9654.No superseded survey control is available for this station.
 AG9654
 AG9654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1483848099(NAD 83)
 AG9654
 AG9654_MARKER: DD = SURVEY DISK
 AG9654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG9654_SP_SET: CONCRETE FOOTING
 AG9654_STAMPING: 0503 U 1993
 AG9654_MARK LOGO: MNDT  
 AG9654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9654+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2008
 AG9654
 AG9654  HISTORY     - Date     Condition        Report By
 AG9654  HISTORY     - 1993     MONUMENTED       MNDT
 AG9654  HISTORY     - 19970401 GOOD             MNDT
 AG9654  HISTORY     - 20080422 GOOD             MNDT
 AG9654
 AG9654                          STATION DESCRIPTION
 AG9654
 AG9654'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9654'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NE OF ST CLOUD, IN THE SE COR
 AG9654'OF A JOHN DEERE SIGN POST CONC FOOTING.  THE MARK IS 2.6 MI (4.2 KM)
 AG9654'NE OF JCT OF TH 23 AND TH 10, AT TH 23 MP 210.5, 99.5 FT (30.3 M)
 AG9654'NORTH OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH 23, 203 FT (61.9 M) WEST
 AG9654'OF CO RD 8, 128.0 FT (39.0 M) ENE OF A P-POLE, AND 1.3 FT (0.4 M) SE
 AG9654'OF THE SIGN POST.
 AG9654
 AG9654                          STATION RECOVERY (1997)
 AG9654
 AG9654'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9654'THE MARK WAS RECOVERED AS DESCRIBED.
 AG9654
 AG9654                          STATION RECOVERY (2008)
 AG9654
 AG9654'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AG9654'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST OF DUELM, 4.9 MI
 AG9654'(7.9 KM) NORTH OF CABLE AND 3.7 MI (6.0 KM) EAST-NORTHEAST OF SAINT
 AG9654'CLOUD.
 AG9654' 
 AG9654'TO REACH TO THE MARK GO 2.6 MI (4.2 KM) NORTHEAST OF THE JUNCTION OF
 AG9654'TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 10, IN SOUTHEAST CORNER OF 2.5 FT
 AG9654'(0.8 M) SQUARE CONCRETE FOOTING, AT TRUNK HIGHWAY 23 MILE POINT 210.5,
 AG9654'99.5 FT (30.3 M) NORTH OF WESTBOUND TRUNK HIGHWAY 23 AND 3.0 FT (0.9
 AG9654'M) LOWER THAN TRUNK HIGHWAY 23, 5.5 FT (1.7 M) SOUTHEAST OF SOUTH TWO
 AG9654'JOHN DEERE SIGN POST, 128.0 FT (39.0 M) EAST-NORTHEAST OF POWER POLE,
 AG9654'203 FT (61.9 M) WEST OF COUNTY ROAD 8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9656 ***********************************************************************
 AG9656  DESIGNATION -  0503 V
 AG9656  PID         -  AG9656
 AG9656  STATE/COUNTY-  MN/BENTON
 AG9656  COUNTRY     -  US
 AG9656  USGS QUAD   -  CABLE (1993)
 AG9656
 AG9656                         *CURRENT SURVEY CONTROL
 AG9656  ______________________________________________________________________
 AG9656* NAD 83(1986) POSITION- 45 34 52.1    (N) 094 04 09.0    (W)   HD_HELD2  
 AG9656* NAVD 88 ORTHO HEIGHT -   321.508  (meters)    1054.81  (feet) ADJUSTED  
 AG9656  ______________________________________________________________________
 AG9656  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 AG9656  DYNAMIC HEIGHT  -        321.501 (meters)     1054.79  (feet) COMP
 AG9656  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AG9656
 AG9656  VERT ORDER      -  SECOND    CLASS I
 AG9656
 AG9656.The horizontal coordinates were established by autonomous hand held GPS
 AG9656.observations and have an estimated accuracy of +/- 10 meters.
 AG9656.
 AG9656.The orthometric height was determined by differential leveling and
 AG9656.adjusted in August 2004.
 AG9656
 AG9656.The dynamic height is computed by dividing the NAVD 88
 AG9656.geopotential number by the normal gravity value computed on the
 AG9656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9656.degrees latitude (g = 980.6199 gals.).
 AG9656
 AG9656.The modeled gravity was interpolated from observed gravity values.
 AG9656
 AG9656;                    North         East    Units  Estimated Accuracy
 AG9656;SPC MN C     -   164,608.      814,113.      MT  (+/- 10 meters HH2 GPS)
 AG9656
 AG9656                          SUPERSEDED SURVEY CONTROL
 AG9656
 AG9656.No superseded survey control is available for this station.
 AG9656
 AG9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1658948066(NAD 83)
 AG9656
 AG9656_MARKER: DV = VERTICAL CONTROL DISK
 AG9656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9656_STAMPING: 0503 V 1993
 AG9656_MARK LOGO: MNDT  
 AG9656_PROJECTION: RECESSED 5 CENTIMETERS
 AG9656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9656+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AG9656_ROD/PIPE-DEPTH:  4.6 meters
 AG9656
 AG9656  HISTORY     - Date     Condition        Report By
 AG9656  HISTORY     - 1993     MONUMENTED       MNDT
 AG9656  HISTORY     - 19970401 GOOD             MNDT
 AG9656
 AG9656                          STATION DESCRIPTION
 AG9656
 AG9656'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9656'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NE OF ST CLOUD, 3.5 MI (5.6
 AG9656'KM) NE OF JCT OF TH 23 AND TH 10 TO TH 23 MP 211.4, THEN 0.1 MI (0.2
 AG9656'KM) SOUTH ALONG A DRIVE, 460 FT (140.2 M) SOUTH OF AND ABOUT LEVEL
 AG9656'WITH TH 23, 3.1 FT (0.9 M) NORTH OF A P-POLE, 33.5 FT (10.2 M) WEST OF
 AG9656'AN ENT, 38.1 FT (11.6 M) ENE OF THE NE COR OF A BLDG, 25 FT (7.6 M)
 AG9656'SOUTH OF AN ENT, AND 3.7 FT (1.1 M) NW OF A WIT POST.
 AG9656
 AG9656                          STATION RECOVERY (1997)
 AG9656
 AG9656'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9656'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9657 ***********************************************************************
 AG9657  DESIGNATION -  0503 W
 AG9657  PID         -  AG9657
 AG9657  STATE/COUNTY-  MN/BENTON
 AG9657  COUNTRY     -  US
 AG9657  USGS QUAD   -  CABLE (1993)
 AG9657
 AG9657                         *CURRENT SURVEY CONTROL
 AG9657  ______________________________________________________________________
 AG9657* NAD 83(1986) POSITION- 45 35 20.1    (N) 094 03 08.6    (W)   HD_HELD2  
 AG9657* NAVD 88 ORTHO HEIGHT -   318.301  (meters)    1044.29  (feet) ADJUSTED  
 AG9657  ______________________________________________________________________
 AG9657  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AG9657  DYNAMIC HEIGHT  -        318.294 (meters)     1044.27  (feet) COMP
 AG9657  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 AG9657
 AG9657  VERT ORDER      -  SECOND    CLASS I
 AG9657
 AG9657.The horizontal coordinates were established by autonomous hand held GPS
 AG9657.observations and have an estimated accuracy of +/- 10 meters.
 AG9657.
 AG9657.The orthometric height was determined by differential leveling and
 AG9657.adjusted in August 2004.
 AG9657
 AG9657.Photographs are available for this station.
 AG9657
 AG9657.The dynamic height is computed by dividing the NAVD 88
 AG9657.geopotential number by the normal gravity value computed on the
 AG9657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9657.degrees latitude (g = 980.6199 gals.).
 AG9657
 AG9657.The modeled gravity was interpolated from observed gravity values.
 AG9657
 AG9657;                    North         East    Units  Estimated Accuracy
 AG9657;SPC MN C     -   165,476.      815,421.      MT  (+/- 10 meters HH2 GPS)
 AG9657
 AG9657                          SUPERSEDED SURVEY CONTROL
 AG9657
 AG9657.No superseded survey control is available for this station.
 AG9657
 AG9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1790948913(NAD 83)
 AG9657
 AG9657_MARKER: DV = VERTICAL CONTROL DISK
 AG9657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9657_STAMPING: 0503 W 1993
 AG9657_MARK LOGO: MNDT  
 AG9657_PROJECTION: FLUSH
 AG9657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9657+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1997
 AG9657_ROD/PIPE-DEPTH:  4.6 meters
 AG9657
 AG9657  HISTORY     - Date     Condition        Report By
 AG9657  HISTORY     - 1993     MONUMENTED       MNDT
 AG9657  HISTORY     - 19970101 GOOD             MNDT
 AG9657
 AG9657                          STATION DESCRIPTION
 AG9657
 AG9657'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9657'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) NE OF ST CLOUD, 4.2 MI (6.8
 AG9657'KM) NE OF JCT OF TH 23 AND TH 10, AT TH 23 MP 212.1, 210 FT (64.0 M)
 AG9657'NW OF AND ABOUT 1 FT (0.3 M) LOWER THAN TH 23, 132 FT (40.2 M) NORTH
 AG9657'OF CO RD 8, 56.5 FT (17.2 M) SW OF THE SW COR OF A BLDG, 54 FT (16.5
 AG9657'M) WEST OF AN ENT, 1.0 FT (0.3 M) WEST OF A R/W POST, AND 1.0 FT (0.3
 AG9657'M) WEST OF A WIT POST.
 AG9657
 AG9657                          STATION RECOVERY (1997)
 AG9657
 AG9657'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AG9657'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9660 ***********************************************************************
 AG9660  DESIGNATION -  0503 X
 AG9660  PID         -  AG9660
 AG9660  STATE/COUNTY-  MN/BENTON
 AG9660  COUNTRY     -  US
 AG9660  USGS QUAD   -  CABLE (1993)
 AG9660
 AG9660                         *CURRENT SURVEY CONTROL
 AG9660  ______________________________________________________________________
 AG9660* NAD 83(1986) POSITION- 45 37 08.6    (N) 094 01 07.0    (W)   HD_HELD2  
 AG9660* NAVD 88 ORTHO HEIGHT -   326.125  (meters)    1069.96  (feet) ADJUSTED  
 AG9660  ______________________________________________________________________
 AG9660  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 AG9660  DYNAMIC HEIGHT  -        326.117 (meters)     1069.94  (feet) COMP
 AG9660  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 AG9660
 AG9660  VERT ORDER      -  SECOND    CLASS I
 AG9660
 AG9660.The horizontal coordinates were established by autonomous hand held GPS
 AG9660.observations and have an estimated accuracy of +/- 10 meters.
 AG9660.
 AG9660.The orthometric height was determined by differential leveling and
 AG9660.adjusted in August 2004.
 AG9660
 AG9660.Photographs are available for this station.
 AG9660
 AG9660.The dynamic height is computed by dividing the NAVD 88
 AG9660.geopotential number by the normal gravity value computed on the
 AG9660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9660.degrees latitude (g = 980.6199 gals.).
 AG9660
 AG9660.The modeled gravity was interpolated from observed gravity values.
 AG9660
 AG9660;                    North         East    Units  Estimated Accuracy
 AG9660;SPC MN C     -   168,833.      818,047.      MT  (+/- 10 meters HH2 GPS)
 AG9660
 AG9660                          SUPERSEDED SURVEY CONTROL
 AG9660
 AG9660.No superseded survey control is available for this station.
 AG9660
 AG9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2058752227(NAD 83)
 AG9660
 AG9660_MARKER: DV = VERTICAL CONTROL DISK
 AG9660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9660_STAMPING: 0503 X 1993
 AG9660_MARK LOGO: MNDT  
 AG9660_PROJECTION: RECESSED 3 CENTIMETERS
 AG9660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9660+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9660_ROD/PIPE-DEPTH:  4.6 meters
 AG9660
 AG9660  HISTORY     - Date     Condition        Report By
 AG9660  HISTORY     - 1993     MONUMENTED       MNDT
 AG9660
 AG9660                          STATION DESCRIPTION
 AG9660
 AG9660'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9660'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SW OF FOLEY, 5.8 MI (9.3
 AG9660'KM) SW OF JCT OF TH 23 AND TH 25, AT TH 23 MP 215.1, 252 FT (76.8 M)
 AG9660'NW OF AND ABOUT 2 FT (0.6 M) HIGHER THAN TH 23, 2.1 FT (0.6 M) WEST OF
 AG9660'THE SW COR OF A BLDG, 14.1 FT (4.3 M) NW OF THE NW COR OF A CONC SLAB,
 AG9660'28.0 SE OF THE SE COR OF A CONC APRON, AND 2.0 FT (0.6 M) WEST OF A
 AG9660'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9661 ***********************************************************************
 AG9661  DESIGNATION -  0503 Y
 AG9661  PID         -  AG9661
 AG9661  STATE/COUNTY-  MN/BENTON
 AG9661  COUNTRY     -  US
 AG9661  USGS QUAD   -  CABLE (1993)
 AG9661
 AG9661                         *CURRENT SURVEY CONTROL
 AG9661  ______________________________________________________________________
 AG9661* NAD 83(2007) POSITION- 45 37 25.62174(N) 094 00 06.59877(W)   ADJUSTED  
 AG9661* NAD 83(2007) ELLIP HT-   308.484 (meters)        (02/10/07)   ADJUSTED
 AG9661* NAD 83(2007) EPOCH   -  2002.00
 AG9661* NAVD 88 ORTHO HEIGHT -   335.677  (meters)    1101.30  (feet) ADJUSTED  
 AG9661  ______________________________________________________________________
 AG9661  NAD 83(2007) X  -   -311,850.795 (meters)                     COMP
 AG9661  NAD 83(2007) Y  - -4,457,624.788 (meters)                     COMP
 AG9661  NAD 83(2007) Z  -  4,536,321.973 (meters)                     COMP
 AG9661  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 AG9661  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AG9661  DYNAMIC HEIGHT  -        335.669 (meters)     1101.27  (feet) COMP
 AG9661  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 AG9661
 AG9661  VERT ORDER      -  SECOND    CLASS I
 AG9661
 AG9661  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AG9661  Type                                         Horiz  Ellip  Dist(km)
 AG9661  -------------------------------------------------------------------
 AG9661  NETWORK                                       0.42   0.57
 AG9661  -------------------------------------------------------------------
 AG9661  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.31   0.43      2.17
 AG9661  -------------------------------------------------------------------
 AG9661  NOTE: Click here for information on individual local accuracy
 AG9661  values and other accuracy information.
 AG9661
 AG9661
 AG9661.The horizontal coordinates were established by GPS observations
 AG9661.and adjusted by the National Geodetic Survey in February 2007.
 AG9661
 AG9661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9661.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9661
 AG9661.The horizontal coordinates are valid at the epoch date displayed above
 AG9661.which is a decimal equivalence of Year/Month/Day.
 AG9661
 AG9661.The orthometric height was determined by differential leveling and
 AG9661.adjusted in August 2004.
 AG9661
 AG9661.Photographs are available for this station.
 AG9661
 AG9661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9661
 AG9661.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9661
 AG9661.The ellipsoidal height was determined by GPS observations
 AG9661.and is referenced to NAD 83.
 AG9661
 AG9661.The dynamic height is computed by dividing the NAVD 88
 AG9661.geopotential number by the normal gravity value computed on the
 AG9661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9661.degrees latitude (g = 980.6199 gals.).
 AG9661
 AG9661.The modeled gravity was interpolated from observed gravity values.
 AG9661
 AG9661. The following values were computed from the NAD 83(2007) position.
 AG9661
 AG9661;                    North         East     Units Scale Factor Converg.
 AG9661;SPC MN C     -   169,362.203   819,353.644   MT  0.99999847   +0 10 46.3
 AG9661;SPC MN C     -   555,649.16  2,688,162.75   sFT  0.99999847   +0 10 46.3
 AG9661;UTM  15      - 5,052,736.730   421,901.765   MT  0.99967499   -0 42 58.0
 AG9661
 AG9661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9661!SPC MN C     -   0.99995164  x   0.99999847  =   0.99995011
 AG9661!UTM  15      -   0.99995164  x   0.99967499  =   0.99962665
 AG9661
 AG9661                          SUPERSEDED SURVEY CONTROL
 AG9661
 AG9661  NAD 83(1996)-  45 37 25.62117(N)    094 00 06.59954(W) AD(       ) 1
 AG9661  ELLIP H (07/06/04)  308.504  (m)                       GP(       ) 3 2
 AG9661  NAVD 88 (07/06/04)  335.68   (m)         1101.3    (f) LEVELING    3  
 AG9661
 AG9661.Superseded values are not recommended for survey control.
 AG9661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9661.See file dsdata.txt to determine how the superseded data were derived.
 AG9661
 AG9661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2190152736(NAD 83)
 AG9661
 AG9661_MARKER: DV = VERTICAL CONTROL DISK
 AG9661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9661_STAMPING: 0503 Y 1993
 AG9661_MARK LOGO: MNDT  
 AG9661_PROJECTION: RECESSED 8 CENTIMETERS
 AG9661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9661+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AG9661_ROD/PIPE-DEPTH:  4.0 meters
 AG9661
 AG9661  HISTORY     - Date     Condition        Report By
 AG9661  HISTORY     - 1993     MONUMENTED       MNDT
 AG9661  HISTORY     - 20031001 GOOD             MNDT
 AG9661
 AG9661                          STATION DESCRIPTION
 AG9661
 AG9661'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9661'THE MARK IS LOCATED ABOUT 5.5 SW OF FOLEY, 4.8 MI (7.7 KM) SW OF JCT
 AG9661'OF TH 23 AND TH 25, AT TH 23 MP 216.1, 165 FT (50.3 M) SE OF AND ABOUT
 AG9661'1 FT (0.3 M) LOWER THAN TH 23, 165 FT (50.3 M) SE OF TH 23, 12.5 FT
 AG9661'(3.8 M) ENE OF AN ENT, 43.5 FT (13.3 M) SSE OF AN OLD RR GRADE, AND
 AG9661'1.0 FT (0.3 M) NORTH OF A WIT POST.
 AG9661
 AG9661                          STATION RECOVERY (2003)
 AG9661
 AG9661'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AG9661'5.5 MILES SOUTHWEST OF FOLEY, 4.8 MILES SOUTHWEST OF JUNCTION OF TRUNK
 AG9661'HIGHWAY 23 AND TRUNK HIGHWAY 25, 165 FEET SOUTHEAST OF AND 1.0 FEET
 AG9661'LOWER THAN TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 23 MILEPOINT 216.05, 165
 AG9661'FEET SOUTHEAST OF TRUNK HIGHWAY 23, 12.5 FEET EAST-NORTHEAST OF
 AG9661'ENTRANCE, 43.5 FEET SOUTH-SOUTHEAST OF OLD RAILROAD GRADE, 1.0 FEET
 AG9661'NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9663 ***********************************************************************
 AG9663  DESIGNATION -  0503 Z
 AG9663  PID         -  AG9663
 AG9663  STATE/COUNTY-  MN/BENTON
 AG9663  COUNTRY     -  US
 AG9663  USGS QUAD   -  FOLEY (1968)
 AG9663
 AG9663                         *CURRENT SURVEY CONTROL
 AG9663  ______________________________________________________________________
 AG9663* NAD 83(1986) POSITION- 45 39 11.7    (N) 093 56 55.2    (W)   HD_HELD2  
 AG9663* NAVD 88 ORTHO HEIGHT -   352.588  (meters)    1156.78  (feet) ADJUSTED  
 AG9663  ______________________________________________________________________
 AG9663  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AG9663  DYNAMIC HEIGHT  -        352.580 (meters)     1156.76  (feet) COMP
 AG9663  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 AG9663
 AG9663  VERT ORDER      -  SECOND    CLASS I
 AG9663
 AG9663.The horizontal coordinates were established by autonomous hand held GPS
 AG9663.observations and have an estimated accuracy of +/- 10 meters.
 AG9663.
 AG9663.The orthometric height was determined by differential leveling and
 AG9663.adjusted in August 2004.
 AG9663
 AG9663.Photographs are available for this station.
 AG9663
 AG9663.The dynamic height is computed by dividing the NAVD 88
 AG9663.geopotential number by the normal gravity value computed on the
 AG9663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9663.degrees latitude (g = 980.6199 gals.).
 AG9663
 AG9663.The modeled gravity was interpolated from observed gravity values.
 AG9663
 AG9663;                    North         East    Units  Estimated Accuracy
 AG9663;SPC MN C     -   172,652.      823,487.      MT  (+/- 10 meters HH2 GPS)
 AG9663
 AG9663                          SUPERSEDED SURVEY CONTROL
 AG9663
 AG9663.No superseded survey control is available for this station.
 AG9663
 AG9663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2608555959(NAD 83)
 AG9663
 AG9663_MARKER: DV = VERTICAL CONTROL DISK
 AG9663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9663_STAMPING: 0503 Z 1993
 AG9663_MARK LOGO: MNDT  
 AG9663_PROJECTION: RECESSED 5 CENTIMETERS
 AG9663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9663+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2010
 AG9663_ROD/PIPE-DEPTH:  3.0 meters
 AG9663
 AG9663  HISTORY     - Date     Condition        Report By
 AG9663  HISTORY     - 1993     MONUMENTED       MNDT
 AG9663  HISTORY     - 20100430 GOOD             MNDT
 AG9663
 AG9663                          STATION DESCRIPTION
 AG9663
 AG9663'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9663'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SW OF FOLEY, 1.3 MI (2.1 KM)
 AG9663'SW ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 219.6, 108 FT
 AG9663'(32.9 M) SE OF AND ABOUT 1 FT (0.3 M) LOWER THAN TH 23, 56 FT (17.1 M)
 AG9663'EAST OF AN ENT, 1.3 FT (0.4 M) NW OF A P-POLE, 32.5 FT (9.9 M) NE OF
 AG9663'THE NW COR OF A BLDG, AND 1.4 FT (0.4 M) NW OF A WIT POST.
 AG9663
 AG9663                          STATION RECOVERY (2010)
 AG9663
 AG9663'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9663'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9665 ***********************************************************************
 AG9665  DESIGNATION -  0504 A
 AG9665  PID         -  AG9665
 AG9665  STATE/COUNTY-  MN/BENTON
 AG9665  COUNTRY     -  US
 AG9665  USGS QUAD   -  FOLEY (1968)
 AG9665
 AG9665                         *CURRENT SURVEY CONTROL
 AG9665  ______________________________________________________________________
 AG9665* NAD 83(1986) POSITION- 45 39 55.     (N) 093 54 54.     (W)   SCALED    
 AG9665* NAVD 88 ORTHO HEIGHT -   345.933  (meters)    1134.95  (feet) ADJUSTED  
 AG9665  ______________________________________________________________________
 AG9665  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AG9665  DYNAMIC HEIGHT  -        345.924 (meters)     1134.92  (feet) COMP
 AG9665  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 AG9665
 AG9665  VERT ORDER      -  SECOND    CLASS I
 AG9665
 AG9665.The horizontal coordinates were scaled from a topographic map and have
 AG9665.an estimated accuracy of +/- 6 seconds.
 AG9665.
 AG9665.The orthometric height was determined by differential leveling and
 AG9665.adjusted in August 2004.
 AG9665
 AG9665.The dynamic height is computed by dividing the NAVD 88
 AG9665.geopotential number by the normal gravity value computed on the
 AG9665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9665.degrees latitude (g = 980.6199 gals.).
 AG9665
 AG9665.The modeled gravity was interpolated from observed gravity values.
 AG9665
 AG9665;                    North         East    Units  Estimated Accuracy
 AG9665;SPC MN C     -   174,000.      826,110.      MT  (+/- 180 meters Scaled)
 AG9665
 AG9665                          SUPERSEDED SURVEY CONTROL
 AG9665
 AG9665.No superseded survey control is available for this station.
 AG9665
 AG9665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL287572(NAD 83)
 AG9665
 AG9665_MARKER: DV = VERTICAL CONTROL DISK
 AG9665_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9665_SP_SET: CULVERT HEADWALL
 AG9665_STAMPING: 0504 A 1993
 AG9665_MARK LOGO: MNDT  
 AG9665_PROJECTION: FLUSH
 AG9665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9665+STABILITY: SURFACE MOTION
 AG9665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9665+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1994
 AG9665
 AG9665  HISTORY     - Date     Condition        Report By
 AG9665  HISTORY     - 1993     MONUMENTED       MNDT
 AG9665  HISTORY     - 19940502 GOOD             MNDT
 AG9665
 AG9665                          STATION DESCRIPTION
 AG9665
 AG9665'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9665'THE MARK IS LOCATED IN FOLEY, SET IN THE CENTER OF TH 23 DOUBLE BOX
 AG9665'CULV NO 8656.  THE MARK IS 0.4 MI (0.6 KM) NE ON TH 23 FROM THE JCT OF
 AG9665'TH 23 AND TH 25, AT TH 23 MP 221.3, 34 FT (10.4 M) NORTH OF AND ABOUT
 AG9665'0.5 FT (15.2 CM) LOWER THAN TH 23, 27 FT (8.2 M) WEST OF NORMAN AVE,
 AG9665'6.8 FT (2.1 M) NE OF THE NW COR OF A BOX CULV, AND 9.0 FT (2.7 M) NE
 AG9665'OF A WIT POST.
 AG9665
 AG9665                          STATION RECOVERY (1994)
 AG9665
 AG9665'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 AG9665'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9666 ***********************************************************************
 AG9666  DESIGNATION -  0504 B
 AG9666  PID         -  AG9666
 AG9666  STATE/COUNTY-  MN/BENTON
 AG9666  COUNTRY     -  US
 AG9666  USGS QUAD   -  FOLEY (1968)
 AG9666
 AG9666                         *CURRENT SURVEY CONTROL
 AG9666  ______________________________________________________________________
 AG9666* NAD 83(1986) POSITION- 45 40 12.4    (N) 093 54 00.8    (W)   HD_HELD2  
 AG9666* NAVD 88 ORTHO HEIGHT -   345.813  (meters)    1134.55  (feet) ADJUSTED  
 AG9666  ______________________________________________________________________
 AG9666  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AG9666  DYNAMIC HEIGHT  -        345.804 (meters)     1134.53  (feet) COMP
 AG9666  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 AG9666
 AG9666  VERT ORDER      -  SECOND    CLASS I
 AG9666
 AG9666.The horizontal coordinates were established by autonomous hand held GPS
 AG9666.observations and have an estimated accuracy of +/- 10 meters.
 AG9666.
 AG9666.The orthometric height was determined by differential leveling and
 AG9666.adjusted in August 2004.
 AG9666
 AG9666.Photographs are available for this station.
 AG9666
 AG9666.The dynamic height is computed by dividing the NAVD 88
 AG9666.geopotential number by the normal gravity value computed on the
 AG9666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9666.degrees latitude (g = 980.6199 gals.).
 AG9666
 AG9666.The modeled gravity was interpolated from observed gravity values.
 AG9666
 AG9666;                    North         East    Units  Estimated Accuracy
 AG9666;SPC MN C     -   174,541.      827,255.      MT  (+/- 10 meters HH2 GPS)
 AG9666
 AG9666                          SUPERSEDED SURVEY CONTROL
 AG9666
 AG9666.No superseded survey control is available for this station.
 AG9666
 AG9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2988057789(NAD 83)
 AG9666
 AG9666_MARKER: DV = VERTICAL CONTROL DISK
 AG9666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9666_STAMPING: 0504 B 1993
 AG9666_MARK LOGO: MNDT  
 AG9666_PROJECTION: RECESSED 5 CENTIMETERS
 AG9666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9666+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9666_ROD/PIPE-DEPTH:  3.7 meters
 AG9666
 AG9666  HISTORY     - Date     Condition        Report By
 AG9666  HISTORY     - 1993     MONUMENTED       MNDT
 AG9666  HISTORY     - 19940502 GOOD             MNDT
 AG9666  HISTORY     - 20050802 GOOD             MNDT
 AG9666  HISTORY     - 20100428 GOOD             MNDT
 AG9666
 AG9666                          STATION DESCRIPTION
 AG9666
 AG9666'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9666'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NE OF FOLEY, 1.4 MI (2.3 KM)
 AG9666'NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 222.05, 134.5
 AG9666'FT (41.0 M) NORTH OF AND ABOUT 1 FT (0.3 M) HIGHER THAN TH 23, 1.3 FT
 AG9666'(0.4 M) WSW OF THE SW COR OF A BLDG, 67.9 FT (20.7 M) NNE OF A SIGN
 AG9666'POST, 5.5 FT (1.7 M) NNW OF THE SW COR OF A CONC SLAB, AND 1.0 FT (0.3
 AG9666'M) SOUTH OF A WIT POST.
 AG9666
 AG9666                          STATION RECOVERY (1994)
 AG9666
 AG9666'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 AG9666'RECOVERED AS DESCRIBED.
 AG9666
 AG9666                          STATION RECOVERY (2005)
 AG9666
 AG9666'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JA)
 AG9666'0.5 MILES NORTHEAST OF FOLEY, 1.4 MILES NORTHEAST OF JUNCTION OF TRUNK
 AG9666'HIGHWAY 23 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 23 MILEPOINT 222.05,
 AG9666'134.5 FEET NORTH OF AND 1.0 FEET HIGHER THAN TRUNK HIGHWAY 23, 1.3
 AG9666'FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF BUILDING, 67.9 FEET
 AG9666'NORTH-NORTHEAST OF SIGN POST, 5.5 FEET NORTH-NORTHWEST OF SOUTHWEST
 AG9666'CORNER OF CONCRETE SLAB, 1.0 FEET SOUTH OF WITNESS POST
 AG9666
 AG9666                          STATION RECOVERY (2010)
 AG9666
 AG9666'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9666'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9667 ***********************************************************************
 AG9667  DESIGNATION -  0504 C
 AG9667  PID         -  AG9667
 AG9667  STATE/COUNTY-  MN/BENTON
 AG9667  COUNTRY     -  US
 AG9667  USGS QUAD   -  RONNEBY (1968)
 AG9667
 AG9667                         *CURRENT SURVEY CONTROL
 AG9667  ______________________________________________________________________
 AG9667* NAD 83(1986) POSITION- 45 40 54.3    (N) 093 51 51.1    (W)   HD_HELD2  
 AG9667* NAVD 88 ORTHO HEIGHT -   340.476  (meters)    1117.05  (feet) ADJUSTED  
 AG9667  ______________________________________________________________________
 AG9667  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AG9667  DYNAMIC HEIGHT  -        340.467 (meters)     1117.02  (feet) COMP
 AG9667  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 AG9667
 AG9667  VERT ORDER      -  SECOND    CLASS I
 AG9667
 AG9667.The horizontal coordinates were established by autonomous hand held GPS
 AG9667.observations and have an estimated accuracy of +/- 10 meters.
 AG9667.
 AG9667.The orthometric height was determined by differential leveling and
 AG9667.adjusted in August 2004.
 AG9667
 AG9667.Photographs are available for this station.
 AG9667
 AG9667.The dynamic height is computed by dividing the NAVD 88
 AG9667.geopotential number by the normal gravity value computed on the
 AG9667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9667.degrees latitude (g = 980.6199 gals.).
 AG9667
 AG9667.The modeled gravity was interpolated from observed gravity values.
 AG9667
 AG9667;                    North         East    Units  Estimated Accuracy
 AG9667;SPC MN C     -   175,848.      830,056.      MT  (+/- 10 meters HH2 GPS)
 AG9667
 AG9667                          SUPERSEDED SURVEY CONTROL
 AG9667
 AG9667.No superseded survey control is available for this station.
 AG9667
 AG9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3270059051(NAD 83)
 AG9667
 AG9667_MARKER: DB = BENCH MARK DISK
 AG9667_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9667_SP_SET: BRIDGE ABUTMENT
 AG9667_STAMPING: 0504 C 1993
 AG9667_MARK LOGO: MNDT  
 AG9667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9667+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9667
 AG9667  HISTORY     - Date     Condition        Report By
 AG9667  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9667  HISTORY     - 20100428 GOOD             MNDT
 AG9667
 AG9667                          STATION DESCRIPTION
 AG9667
 AG9667'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9667'THE MARK IS LOCATED ABOUT 1.8 MI (2.9 KM) NE OF FOLEY, IN THE ABUT AT
 AG9667'THE SE COR OF TH 23 BRDG NO 05583 OVER LITTLE ST FRANCIS RIVER.  THE
 AG9667'MARK IS 3.1 MI (5.0 KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25,
 AG9667'AT TH 23 MP 224.0, 300 FT (91.4 M) NW OF TH 23, 17.5 FT (5.3 M) EAST
 AG9667'OF CO RD 6, AND 44.0 FT (13.4 M) NNW OF A P-POLE.
 AG9667
 AG9667                          STATION RECOVERY (2010)
 AG9667
 AG9667'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9667'A NEW DESCRIPTION FOLLOWS.
 AG9667' 
 AG9667'THE MARK IS 2.5 MI (4.0 KM) NORTHEAST OF FOLEY.
 AG9667' 
 AG9667'TO REACH THE MARK GO 3.1 MI (5.0 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 AG9667'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 25 IN FOLEY,
 AG9667'AT TRUNK HIGHWAY 23 MILE POINT 224.0, THEN 0.05 MI (0.1 KM) NORTH ON
 AG9667'COUNTY ROAD 6.
 AG9667' 
 AG9667'IT IS 300 FT (91.4 M) NORTHWEST OF TRUNK HIGHWAY 23, 17.5 FT (5.3 M)
 AG9667'EAST OF COUNTY ROAD 6, 44.0 FT (13.4 M) NORTH-NORTHWEST OF POWER POLE,
 AG9667'IN SOUTHEAST CORNER OF COUNTY ROAD 6 BRIDGE NUMBER 05583 OVER LITTLE
 AG9667'SAINT FRANCIS RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9668 ***********************************************************************
 AG9668  DESIGNATION -  0504 D
 AG9668  PID         -  AG9668
 AG9668  STATE/COUNTY-  MN/BENTON
 AG9668  COUNTRY     -  US
 AG9668  USGS QUAD   -  RONNEBY (1968)
 AG9668
 AG9668                         *CURRENT SURVEY CONTROL
 AG9668  ______________________________________________________________________
 AG9668* NAD 83(1986) POSITION- 45 40 50.     (N) 093 51 47.     (W)   SCALED    
 AG9668* NAVD 88 ORTHO HEIGHT -   340.155  (meters)    1115.99  (feet) ADJUSTED  
 AG9668  ______________________________________________________________________
 AG9668  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AG9668  DYNAMIC HEIGHT  -        340.146 (meters)     1115.96  (feet) COMP
 AG9668  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 AG9668
 AG9668  VERT ORDER      -  SECOND    CLASS I
 AG9668
 AG9668.The horizontal coordinates were scaled from a topographic map and have
 AG9668.an estimated accuracy of +/- 6 seconds.
 AG9668.
 AG9668.The orthometric height was determined by differential leveling and
 AG9668.adjusted in August 2004.
 AG9668
 AG9668.The dynamic height is computed by dividing the NAVD 88
 AG9668.geopotential number by the normal gravity value computed on the
 AG9668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9668.degrees latitude (g = 980.6199 gals.).
 AG9668
 AG9668.The modeled gravity was interpolated from observed gravity values.
 AG9668
 AG9668;                    North         East    Units  Estimated Accuracy
 AG9668;SPC MN C     -   175,720.      830,150.      MT  (+/- 180 meters Scaled)
 AG9668
 AG9668                          SUPERSEDED SURVEY CONTROL
 AG9668
 AG9668.No superseded survey control is available for this station.
 AG9668
 AG9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL327589(NAD 83)
 AG9668
 AG9668_MARKER: DV = VERTICAL CONTROL DISK
 AG9668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9668_SP_SET: BRIDGE ABUTMENT
 AG9668_STAMPING: 0504 D 1993
 AG9668_MARK LOGO: MNDT  
 AG9668_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9668+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9668
 AG9668  HISTORY     - Date     Condition        Report By
 AG9668  HISTORY     - 1993     MONUMENTED       MNDT
 AG9668
 AG9668                          STATION DESCRIPTION
 AG9668
 AG9668'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9668'THE MARK IS LOCATED 1.85 MI (2.98 KM) NE OF FOLEY, IN THE ABUT AT THE
 AG9668'SE COR OF TH 23 BRDG NO 6625 OVER LITTLE ST FRANCIS RIVER.  THE MARK
 AG9668'IS 3.1 MI (5.0 KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH
 AG9668'23 MP 224.05, 19 FT (5.8 M) SE OF TH 23, AND 340 FT (103.6 M) NE OF CO
 AG9668'RD 6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9669 ***********************************************************************
 AG9669  DESIGNATION -  0504 E
 AG9669  PID         -  AG9669
 AG9669  STATE/COUNTY-  MN/BENTON
 AG9669  COUNTRY     -  US
 AG9669  USGS QUAD   -  RONNEBY (1968)
 AG9669
 AG9669                         *CURRENT SURVEY CONTROL
 AG9669  ______________________________________________________________________
 AG9669* NAD 83(1986) POSITION- 45 41 11.     (N) 093 51 03.     (W)   SCALED    
 AG9669* NAVD 88 ORTHO HEIGHT -   339.165  (meters)    1112.74  (feet) ADJUSTED  
 AG9669  ______________________________________________________________________
 AG9669  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 AG9669  DYNAMIC HEIGHT  -        339.156 (meters)     1112.71  (feet) COMP
 AG9669  MODELED GRAVITY -    980,580.0   (mgal)                       NAVD 88
 AG9669
 AG9669  VERT ORDER      -  SECOND    CLASS I
 AG9669
 AG9669.The horizontal coordinates were scaled from a topographic map and have
 AG9669.an estimated accuracy of +/- 6 seconds.
 AG9669.
 AG9669.The orthometric height was determined by differential leveling and
 AG9669.adjusted in August 2004.
 AG9669
 AG9669.The dynamic height is computed by dividing the NAVD 88
 AG9669.geopotential number by the normal gravity value computed on the
 AG9669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9669.degrees latitude (g = 980.6199 gals.).
 AG9669
 AG9669.The modeled gravity was interpolated from observed gravity values.
 AG9669
 AG9669;                    North         East    Units  Estimated Accuracy
 AG9669;SPC MN C     -   176,370.      831,090.      MT  (+/- 180 meters Scaled)
 AG9669
 AG9669                          SUPERSEDED SURVEY CONTROL
 AG9669
 AG9669.No superseded survey control is available for this station.
 AG9669
 AG9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL337595(NAD 83)
 AG9669
 AG9669_MARKER: DV = VERTICAL CONTROL DISK
 AG9669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9669_SP_SET: BRIDGE ABUTMENT
 AG9669_STAMPING: 0504 E 1993
 AG9669_MARK LOGO: MNDT  
 AG9669_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9669+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9669
 AG9669  HISTORY     - Date     Condition        Report By
 AG9669  HISTORY     - 1993     MONUMENTED       MNDT
 AG9669
 AG9669                          STATION DESCRIPTION
 AG9669
 AG9669'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9669'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NE OF FOLEY, IN THE ABUT AT
 AG9669'THE SE COR OF TH 23 BRDG NO 6626 OVER THE ST FRANCIS RIVER.  THE MARK
 AG9669'IS 3.9 MI (6.3 KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH
 AG9669'23 MP 224.8, AND 19 FT (5.8 M) SE OF TH 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9670 ***********************************************************************
 AG9670  DESIGNATION -  0504 F
 AG9670  PID         -  AG9670
 AG9670  STATE/COUNTY-  MN/BENTON
 AG9670  COUNTRY     -  US
 AG9670  USGS QUAD   -  RONNEBY (1968)
 AG9670
 AG9670                         *CURRENT SURVEY CONTROL
 AG9670  ______________________________________________________________________
 AG9670* NAD 83(1986) POSITION- 45 41 20.9    (N) 093 50 40.4    (W)   HD_HELD2  
 AG9670* NAVD 88 ORTHO HEIGHT -   339.713  (meters)    1114.54  (feet) ADJUSTED  
 AG9670  ______________________________________________________________________
 AG9670  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 AG9670  DYNAMIC HEIGHT  -        339.705 (meters)     1114.52  (feet) COMP
 AG9670  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 AG9670
 AG9670  VERT ORDER      -  SECOND    CLASS I
 AG9670
 AG9670.The horizontal coordinates were established by autonomous hand held GPS
 AG9670.observations and have an estimated accuracy of +/- 10 meters.
 AG9670.
 AG9670.The orthometric height was determined by differential leveling and
 AG9670.adjusted in August 2004.
 AG9670
 AG9670.Photographs are available for this station.
 AG9670
 AG9670.The dynamic height is computed by dividing the NAVD 88
 AG9670.geopotential number by the normal gravity value computed on the
 AG9670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9670.degrees latitude (g = 980.6199 gals.).
 AG9670
 AG9670.The modeled gravity was interpolated from observed gravity values.
 AG9670
 AG9670;                    North         East    Units  Estimated Accuracy
 AG9670;SPC MN C     -   176,677.      831,582.      MT  (+/- 10 meters HH2 GPS)
 AG9670
 AG9670                          SUPERSEDED SURVEY CONTROL
 AG9670
 AG9670.No superseded survey control is available for this station.
 AG9670
 AG9670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3423859856(NAD 83)
 AG9670
 AG9670_MARKER: DV = VERTICAL CONTROL DISK
 AG9670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9670_STAMPING: 0504 F 1993
 AG9670_MARK LOGO: MNDT  
 AG9670_PROJECTION: RECESSED 3 CENTIMETERS
 AG9670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9670+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9670_ROD/PIPE-DEPTH:  3.0 meters
 AG9670
 AG9670  HISTORY     - Date     Condition        Report By
 AG9670  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9670  HISTORY     - 20100428 GOOD             MNDT
 AG9670
 AG9670                          STATION DESCRIPTION
 AG9670
 AG9670'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9670'THE MARK IS LOCATED ABOUT 2.9 MI (4.7 KM) NE OF FOLEY, 4.2 MI (6.8 KM)
 AG9670'NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 225.1, 102 FT
 AG9670'(31.1 M) NW OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH 23, 34.5 FT (10.5
 AG9670'M) WEST OF CO RD 67, 1.7 FT (0.5 M) SOUTH OF A P-POLE, AND 2.0 FT (0.6
 AG9670'M) SE OF A WIT POST.
 AG9670
 AG9670                          STATION RECOVERY (2010)
 AG9670
 AG9670'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9670'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF RONNEBY.
 AG9670' 
 AG9670'TO REACH THE MARK GO 1.5 MI (2.4 KM) NORTHEAST OF THE JUNCTION OF
 AG9670'TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23
 AG9670'MILE POINT 225.1.
 AG9670' 
 AG9670'IT IS 102.0 FT (31.1 M) NORTHWEST OF AND 3.0 FT (0.9 M) LOWER THAN
 AG9670'TRUNK HIGHWAY 23, 34.5 FT (10.5 M) WEST OF COUNTY ROAD 67 1.7 FT (0.5
 AG9670'M) SOUTH OF POWER POLE, 2.0 FT (0.6 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9671 ***********************************************************************
 AG9671  DESIGNATION -  0504 G
 AG9671  PID         -  AG9671
 AG9671  STATE/COUNTY-  MN/BENTON
 AG9671  COUNTRY     -  US
 AG9671  USGS QUAD   -  RONNEBY (1968)
 AG9671
 AG9671                         *CURRENT SURVEY CONTROL
 AG9671  ______________________________________________________________________
 AG9671* NAD 83(2007) POSITION- 45 41 44.24508(N) 093 49 31.38610(W)   ADJUSTED  
 AG9671* NAD 83(2007) ELLIP HT-   315.921 (meters)        (07/18/11)   ADJUSTED
 AG9671* NAD 83(2007) EPOCH   -  2002.00
 AG9671* NAVD 88 ORTHO HEIGHT -   343.301  (meters)    1126.31  (feet) ADJUSTED  
 AG9671  ______________________________________________________________________
 AG9671  NAD 83(2007) X  -   -297,740.985 (meters)                     COMP
 AG9671  NAD 83(2007) Y  - -4,452,871.048 (meters)                     COMP
 AG9671  NAD 83(2007) Z  -  4,541,908.158 (meters)                     COMP
 AG9671  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC09
 AG9671  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AG9671  DYNAMIC HEIGHT  -        343.293 (meters)     1126.29  (feet) COMP
 AG9671  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 AG9671
 AG9671  HORZ ORDER      -  FIRST
 AG9671  VERT ORDER      -  SECOND    CLASS I
 AG9671  ELLP ORDER      -  FOURTH    CLASS I
 AG9671
 AG9671.The horizontal coordinates were established by GPS observations
 AG9671.and adjusted by the MN DEPT OF TRANSP in July 2011.
 AG9671
 AG9671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9671.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9671
 AG9671.The horizontal coordinates are valid at the epoch date displayed above
 AG9671.which is a decimal equivalence of Year/Month/Day.
 AG9671
 AG9671.The orthometric height was determined by differential leveling and
 AG9671.adjusted in August 2004.
 AG9671
 AG9671.Photographs are available for this station.
 AG9671
 AG9671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9671
 AG9671.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9671
 AG9671.The ellipsoidal height was determined by GPS observations
 AG9671.and is referenced to NAD 83.
 AG9671
 AG9671.The dynamic height is computed by dividing the NAVD 88
 AG9671.geopotential number by the normal gravity value computed on the
 AG9671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9671.degrees latitude (g = 980.6199 gals.).
 AG9671
 AG9671.The modeled gravity was interpolated from observed gravity values.
 AG9671
 AG9671. The following values were computed from the NAD 83(2007) position.
 AG9671
 AG9671;                    North         East     Units Scale Factor Converg.
 AG9671;SPC MN C     -   177,405.071   833,071.272   MT  0.99998383   +0 18 25.8
 AG9671;SPC MN C     -   582,036.47  2,733,168.00   sFT  0.99998383   +0 18 25.8
 AG9671;UTM  15      - 5,060,561.348   435,739.043   MT  0.99965077   -0 35 26.5
 AG9671
 AG9671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9671!SPC MN C     -   0.99995047  x   0.99998383  =   0.99993431
 AG9671!UTM  15      -   0.99995047  x   0.99965077  =   0.99960126
 AG9671
 AG9671                          SUPERSEDED SURVEY CONTROL
 AG9671
 AG9671  NAVD 88 (07/18/11)  343.30   (m)         1126.3    (f) LEVELING    3  
 AG9671
 AG9671.Superseded values are not recommended for survey control.
 AG9671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9671.See file dsdata.txt to determine how the superseded data were derived.
 AG9671
 AG9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3573960561(NAD 83)
 AG9671
 AG9671_MARKER: DV = VERTICAL CONTROL DISK
 AG9671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9671_STAMPING: 0504 G 1993
 AG9671_MARK LOGO: MNDT  
 AG9671_PROJECTION: RECESSED 10 CENTIMETERS
 AG9671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9671+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9671_ROD/PIPE-DEPTH:  4.0 meters
 AG9671
 AG9671  HISTORY     - Date     Condition        Report By
 AG9671  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9671  HISTORY     - 20100428 GOOD             MNDT
 AG9671  HISTORY     - 20100428 GOOD             MNDT
 AG9671
 AG9671                          STATION DESCRIPTION
 AG9671
 AG9671'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9671'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NE OF FOLEY, 5.2 MI (8.4 KM)
 AG9671'NE OF ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 226.1, 180
 AG9671'FT (54.9 M) SE OF AND ABOUT 2 FT (0.6 M) LOWER THAN TH 23, 1.2 FT (0.4
 AG9671'M) NW OF A FENCE LINE, 5.6 FT (1.7 M) NE OF A GATE POST, AND 1.0 FT
 AG9671'(0.3 M) NORTH OF A WIT POST.
 AG9671
 AG9671                          STATION RECOVERY (2010)
 AG9671
 AG9671'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9671'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AG9671'THE MARK IS 2.0 MILES NORTHEAST OF RONNEBY, 2.15 MILES NORTHEAST ALONG
 AG9671'TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 6
 AG9671'IN RONNEBY, AT TRUNK HIGHWAY 23 MILEPOINT 226.1, 180.0 FEET SOUTHEAST
 AG9671'OF AND 2.0 FEET LOWER THAN TRUNK HIGHWAY 23, 1.2 FEET NORTHWEST OF
 AG9671'FENCE LINE, 5.6 FEET NORTHEAST OF GATE POST, 1.0 FOOT NORTH OF WITNESS
 AG9671'POST.
 AG9671
 AG9671                          STATION RECOVERY (2010)
 AG9671
 AG9671'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9671'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9672 ***********************************************************************
 AG9672  DESIGNATION -  0504 H
 AG9672  PID         -  AG9672
 AG9672  STATE/COUNTY-  MN/BENTON
 AG9672  COUNTRY     -  US
 AG9672  USGS QUAD   -  RONNEBY (1968)
 AG9672
 AG9672                         *CURRENT SURVEY CONTROL
 AG9672  ______________________________________________________________________
 AG9672* NAD 83(1986) POSITION- 45 42 07.7    (N) 093 48 36.2    (W)   HD_HELD2  
 AG9672* NAVD 88 ORTHO HEIGHT -   342.480  (meters)    1123.62  (feet) ADJUSTED  
 AG9672  ______________________________________________________________________
 AG9672  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AG9672  DYNAMIC HEIGHT  -        342.472 (meters)     1123.59  (feet) COMP
 AG9672  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 AG9672
 AG9672  VERT ORDER      -  SECOND    CLASS I
 AG9672
 AG9672.The horizontal coordinates were established by autonomous hand held GPS
 AG9672.observations and have an estimated accuracy of +/- 10 meters.
 AG9672.
 AG9672.The orthometric height was determined by differential leveling and
 AG9672.adjusted in August 2004.
 AG9672
 AG9672.Photographs are available for this station.
 AG9672
 AG9672.The dynamic height is computed by dividing the NAVD 88
 AG9672.geopotential number by the normal gravity value computed on the
 AG9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9672.degrees latitude (g = 980.6199 gals.).
 AG9672
 AG9672.The modeled gravity was interpolated from observed gravity values.
 AG9672
 AG9672;                    North         East    Units  Estimated Accuracy
 AG9672;SPC MN C     -   178,136.      834,261.      MT  (+/- 10 meters HH2 GPS)
 AG9672
 AG9672                          SUPERSEDED SURVEY CONTROL
 AG9672
 AG9672.No superseded survey control is available for this station.
 AG9672
 AG9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3693961273(NAD 83)
 AG9672
 AG9672_MARKER: DV = VERTICAL CONTROL DISK
 AG9672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9672_STAMPING: 0504 H 1993
 AG9672_MARK LOGO: MNDT  
 AG9672_PROJECTION: RECESSED 10 CENTIMETERS
 AG9672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9672+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9672_ROD/PIPE-DEPTH:  3.7 meters
 AG9672
 AG9672  HISTORY     - Date     Condition        Report By
 AG9672  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9672  HISTORY     - 20100428 GOOD             MNDT
 AG9672
 AG9672                          STATION DESCRIPTION
 AG9672
 AG9672'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9672'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) NE OF FOLEY, 6.1 MI (9.8 KM)
 AG9672'NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 227.0, 101.5
 AG9672'FT (30.9 M) NW OF AND ABOUT 3 FT (0.9 M) LOWER THAN TH 23, 45.5 FT
 AG9672'(13.9 M) ENE OF A FIELD ENT, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
 AG9672
 AG9672                          STATION RECOVERY (2010)
 AG9672
 AG9672'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9672'THE MARK IS 2.9 MI (4.7 KM) NORTHEAST OF RONNEBY.
 AG9672' 
 AG9672'TO REACH THE MARK GO 3.05 MI (4.9 KM) NORTHEAST OF THE JUNCTION OF
 AG9672'TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23
 AG9672'MILE POINT 227.0.
 AG9672' 
 AG9672'IT IS 101.5 FT (30.9 M) NORTHWEST OF AND 3.0 FT (0.9 M) LOWER THAN
 AG9672'TRUNK HIGHWAY 23, 45.5 FT (13.9 M) EAST-NORTHEAST OF A FIELD ENTRANCE,
 AG9672'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9673 ***********************************************************************
 AG9673  DESIGNATION -  0504 J
 AG9673  PID         -  AG9673
 AG9673  STATE/COUNTY-  MN/BENTON
 AG9673  COUNTRY     -  US
 AG9673  USGS QUAD   -  RONNEBY (1968)
 AG9673
 AG9673                         *CURRENT SURVEY CONTROL
 AG9673  ______________________________________________________________________
 AG9673* NAD 83(1986) POSITION- 45 42 29.0    (N) 093 47 34.9    (W)   HD_HELD2  
 AG9673* NAVD 88 ORTHO HEIGHT -   339.234  (meters)    1112.97  (feet) ADJUSTED  
 AG9673  ______________________________________________________________________
 AG9673  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AG9673  DYNAMIC HEIGHT  -        339.226 (meters)     1112.94  (feet) COMP
 AG9673  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 AG9673
 AG9673  VERT ORDER      -  SECOND    CLASS I
 AG9673
 AG9673.The horizontal coordinates were established by autonomous hand held GPS
 AG9673.observations and have an estimated accuracy of +/- 10 meters.
 AG9673.
 AG9673.The orthometric height was determined by differential leveling and
 AG9673.adjusted in August 2004.
 AG9673
 AG9673.Photographs are available for this station.
 AG9673
 AG9673.The dynamic height is computed by dividing the NAVD 88
 AG9673.geopotential number by the normal gravity value computed on the
 AG9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9673.degrees latitude (g = 980.6199 gals.).
 AG9673
 AG9673.The modeled gravity was interpolated from observed gravity values.
 AG9673
 AG9673;                    North         East    Units  Estimated Accuracy
 AG9673;SPC MN C     -   178,801.      835,583.      MT  (+/- 10 meters HH2 GPS)
 AG9673
 AG9673                          SUPERSEDED SURVEY CONTROL
 AG9673
 AG9673.No superseded survey control is available for this station.
 AG9673
 AG9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3827161917(NAD 83)
 AG9673
 AG9673_MARKER: DV = VERTICAL CONTROL DISK
 AG9673_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9673_STAMPING: 0504 J 1993
 AG9673_MARK LOGO: MNDT  
 AG9673_PROJECTION: RECESSED 10 CENTIMETERS
 AG9673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9673+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9673_ROD/PIPE-DEPTH:  3.4 meters
 AG9673
 AG9673  HISTORY     - Date     Condition        Report By
 AG9673  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9673  HISTORY     - 20100428 GOOD             MNDT
 AG9673
 AG9673                          STATION DESCRIPTION
 AG9673
 AG9673'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9673'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) NE OF FOLEY, 7.0 MI (11.3
 AG9673'KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 227.9,
 AG9673'180 FT (54.9 M) SE OF TH 23, 27.5 FT (8.4 M) EAST OF AN ENT, 4.0 FT
 AG9673'(1.2 M) NORTH OF A HIGH TENSION POLE, 56.0 FT (17.1 M) SOUTH OF AN OLD
 AG9673'RR GRADE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AG9673
 AG9673                          STATION RECOVERY (2010)
 AG9673
 AG9673'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9673'THE MARK IS 3.9 MI (6.3 KM) NORTHEAST OF RONNEBY.
 AG9673' 
 AG9673'TO REACH THE MARK GO 4.0 MI (6.4 KM) NORTHEAST OF THE JUNCTION OF
 AG9673'TRUNK HIGHWAY 23 AND COUNTY ROAD 6 IN RONNEBY, AT TRUNK HIGHWAY 23
 AG9673'MILE POINT 227.9.
 AG9673' 
 AG9673'IT IS 180 FT (54.9 M) SOUTHEAST OF TRUNK HIGHWAY 23, 27.5 FT (8.4 M)
 AG9673'EAST OF ENTRANCE, 4.0 FT (1.2 M) NORTH OF HIGH TENSION POWER POLE,
 AG9673'56.0 FT (17.1 M) SOUTH OF OLD RAILROAD GRADE, 1.0 FT (0.3 M) NORTH OF
 AG9673'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9674 ***********************************************************************
 AG9674  DESIGNATION -  0504 K
 AG9674  PID         -  AG9674
 AG9674  STATE/COUNTY-  MN/BENTON
 AG9674  COUNTRY     -  US
 AG9674  USGS QUAD   -  RONNEBY (1968)
 AG9674
 AG9674                         *CURRENT SURVEY CONTROL
 AG9674  ______________________________________________________________________
 AG9674* NAD 83(2007) POSITION- 45 42 50.82672(N) 093 46 38.41040(W)   ADJUSTED  
 AG9674* NAD 83(2007) ELLIP HT-   310.295 (meters)        (07/18/11)   ADJUSTED
 AG9674* NAD 83(2007) EPOCH   -  2002.00
 AG9674* NAVD 88 ORTHO HEIGHT -   337.697  (meters)    1107.93  (feet) ADJUSTED  
 AG9674  ______________________________________________________________________
 AG9674  NAD 83(2007) X  -   -293,909.467 (meters)                     COMP
 AG9674  NAD 83(2007) Y  - -4,451,647.056 (meters)                     COMP
 AG9674  NAD 83(2007) Z  -  4,543,339.758 (meters)                     COMP
 AG9674  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC09
 AG9674  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AG9674  DYNAMIC HEIGHT  -        337.690 (meters)     1107.90  (feet) COMP
 AG9674  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 AG9674
 AG9674  HORZ ORDER      -  FIRST
 AG9674  VERT ORDER      -  SECOND    CLASS I
 AG9674  ELLP ORDER      -  FOURTH    CLASS I
 AG9674
 AG9674.The horizontal coordinates were established by GPS observations
 AG9674.and adjusted by the MN DEPT OF TRANSP in July 2011.
 AG9674
 AG9674.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9674.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9674
 AG9674.The horizontal coordinates are valid at the epoch date displayed above
 AG9674.which is a decimal equivalence of Year/Month/Day.
 AG9674
 AG9674.The orthometric height was determined by differential leveling and
 AG9674.adjusted in August 2004.
 AG9674
 AG9674.Photographs are available for this station.
 AG9674
 AG9674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9674
 AG9674.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9674
 AG9674.The ellipsoidal height was determined by GPS observations
 AG9674.and is referenced to NAD 83.
 AG9674
 AG9674.The dynamic height is computed by dividing the NAVD 88
 AG9674.geopotential number by the normal gravity value computed on the
 AG9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9674.degrees latitude (g = 980.6199 gals.).
 AG9674
 AG9674.The modeled gravity was interpolated from observed gravity values.
 AG9674
 AG9674. The following values were computed from the NAD 83(2007) position.
 AG9674
 AG9674;                    North         East     Units Scale Factor Converg.
 AG9674;SPC MN C     -   179,481.821   836,801.259   MT  0.99998031   +0 20 30.9
 AG9674;SPC MN C     -   588,849.94  2,745,405.46   sFT  0.99998031   +0 20 30.9
 AG9674;UTM  15      - 5,062,578.702   439,499.867   MT  0.99964500   -0 33 23.3
 AG9674
 AG9674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9674!SPC MN C     -   0.99995136  x   0.99998031  =   0.99993167
 AG9674!UTM  15      -   0.99995136  x   0.99964500  =   0.99959637
 AG9674
 AG9674:                Primary Azimuth Mark                     Grid Az
 AG9674:SPC MN C     -  NOR                                      243 03 43.3
 AG9674:UTM  15      -  NOR                                      243 57 37.5
 AG9674
 AG9674|---------------------------------------------------------------------|
 AG9674| PID    Reference Object                     Distance      Geod. Az  |
 AG9674|                                                           dddmmss.s |
 AG9674| DM9946 NOR                                 437.116 METERS 2432414.2 |
 AG9674|---------------------------------------------------------------------|
 AG9674
 AG9674                          SUPERSEDED SURVEY CONTROL
 AG9674
 AG9674  NAVD 88 (07/18/11)  337.70   (m)         1107.9    (f) LEVELING    3  
 AG9674
 AG9674.Superseded values are not recommended for survey control.
 AG9674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9674.See file dsdata.txt to determine how the superseded data were derived.
 AG9674
 AG9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3949962578(NAD 83)
 AG9674
 AG9674_MARKER: DV = VERTICAL CONTROL DISK
 AG9674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9674_STAMPING: 0504 K 1993
 AG9674_MARK LOGO: MNDT  
 AG9674_PROJECTION: RECESSED 3 CENTIMETERS
 AG9674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9674+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 AG9674_ROD/PIPE-DEPTH:  4.0 meters
 AG9674
 AG9674  HISTORY     - Date     Condition        Report By
 AG9674  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9674  HISTORY     - 20100429 GOOD             MNDT
 AG9674  HISTORY     - 20100429 GOOD             MNDT
 AG9674
 AG9674                          STATION DESCRIPTION
 AG9674
 AG9674'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9674'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NE OF FOLEY, 7.9 MI (12.7
 AG9674'KM) NE ON TH 23 FROM THE JCT OF TH 23 AND TH 25, AT TH 23 MP 228.8,
 AG9674'170 FT (51.8 M) SE OF AND 2 FT (0.6 M) HIGHER THAN TH 23, 22.5 FT (6.9
 AG9674'M) NE OF AN ENT, 1.7 FT (0.5 M) NORTH OF A FENCE COR, 47.0 FT (14.3 M)
 AG9674'SOUTH OF AN OLD RR GRADE, AND 3.0 FT (0.9 M) NW OF A WIT POST.
 AG9674
 AG9674                          STATION RECOVERY (2010)
 AG9674
 AG9674'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9674'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AG9674'THE MARK IS 3.0 MILES SOUTHWEST OF FORESTON, 3.4 MILES SOUTHWEST OF
 AG9674'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 14 IN FORESTON, AT TRUNK
 AG9674'HIGHWAY 23 MILEPOINT 228.8, 170.0 FEET SOUTHEAST OF AND 2.0 FEET
 AG9674'HIGHER THAN TRUNK HIGHWAY 23, 47.0 FEET SOUTH OF OLD RAILROAD GRADE,
 AG9674'22.5 FEET NORTHEAST OF ENTRANCE, 1.7 FEET NORTH OF FENCE CORNER, 3.0
 AG9674'FEET WEST OF WITNESS POST.
 AG9674
 AG9674                          STATION RECOVERY (2010)
 AG9674
 AG9674'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9675 ***********************************************************************
 AG9675  DESIGNATION -  0504 L
 AG9675  PID         -  AG9675
 AG9675  STATE/COUNTY-  MN/BENTON
 AG9675  COUNTRY     -  US
 AG9675  USGS QUAD   -  RONNEBY (1968)
 AG9675
 AG9675                         *CURRENT SURVEY CONTROL
 AG9675  ______________________________________________________________________
 AG9675* NAD 83(1986) POSITION- 45 43 01.     (N) 093 46 15.     (W)   SCALED    
 AG9675* NAVD 88 ORTHO HEIGHT -   335.795  (meters)    1101.69  (feet) ADJUSTED  
 AG9675  ______________________________________________________________________
 AG9675  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AG9675  DYNAMIC HEIGHT  -        335.788 (meters)     1101.66  (feet) COMP
 AG9675  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 AG9675
 AG9675  VERT ORDER      -  SECOND    CLASS I
 AG9675
 AG9675.The horizontal coordinates were scaled from a topographic map and have
 AG9675.an estimated accuracy of +/- 6 seconds.
 AG9675.
 AG9675.The orthometric height was determined by differential leveling and
 AG9675.adjusted in August 2004.
 AG9675
 AG9675.The dynamic height is computed by dividing the NAVD 88
 AG9675.geopotential number by the normal gravity value computed on the
 AG9675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9675.degrees latitude (g = 980.6199 gals.).
 AG9675
 AG9675.The modeled gravity was interpolated from observed gravity values.
 AG9675
 AG9675;                    North         East    Units  Estimated Accuracy
 AG9675;SPC MN C     -   179,800.      837,310.      MT  (+/- 180 meters Scaled)
 AG9675
 AG9675                          SUPERSEDED SURVEY CONTROL
 AG9675
 AG9675.No superseded survey control is available for this station.
 AG9675
 AG9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL400628(NAD 83)
 AG9675
 AG9675_MARKER: DV = VERTICAL CONTROL DISK
 AG9675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9675_SP_SET: BRIDGE ABUTMENT
 AG9675_STAMPING: 0504 L 1993
 AG9675_MARK LOGO: MNDT  
 AG9675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9675+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9675
 AG9675  HISTORY     - Date     Condition        Report By
 AG9675  HISTORY     - 1993     MONUMENTED       MNDT
 AG9675
 AG9675                          STATION DESCRIPTION
 AG9675
 AG9675'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9675'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SW OF MILACA, IN THE ABUT AT
 AG9675'THE SE COR OF TH 23 BRDG NO 6627 OVER ESTES BROOK.  THE MARK IS 6.3 MI
 AG9675'(10.1 KM) SW ON TH 23 FROM THE JCT OF TH 23 AND CO RD 36, AT TH 23 MP
 AG9675'229.2, AND 18.5 FT (5.6 M) SE OF TH 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7214 ***********************************************************************
 DL7214  DESIGNATION -  0505 B RESET
 DL7214  PID         -  DL7214
 DL7214  STATE/COUNTY-  MN/BENTON
 DL7214  COUNTRY     -  US
 DL7214  USGS QUAD   -  SANTIAGO (1968)
 DL7214
 DL7214                         *CURRENT SURVEY CONTROL
 DL7214  ______________________________________________________________________
 DL7214* NAD 83(2007) POSITION- 45 35 19.30689(N) 093 48 12.10798(W)   ADJUSTED  
 DL7214* NAD 83(2007) ELLIP HT-   289.722 (meters)        (10/16/09)   ADJUSTED
 DL7214* NAD 83(2007) EPOCH   -  2002.00
 DL7214* NAVD 88 ORTHO HEIGHT -   317.195  (meters)    1040.66  (feet) ADJUSTED  
 DL7214  ______________________________________________________________________
 DL7214  NAD 83(2007) X  -   -296,591.947 (meters)                     COMP
 DL7214  NAD 83(2007) Y  - -4,461,445.734 (meters)                     COMP
 DL7214  NAD 83(2007) Z  -  4,533,580.232 (meters)                     COMP
 DL7214  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC09
 DL7214  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DL7214  DYNAMIC HEIGHT  -        317.188 (meters)     1040.64  (feet) COMP
 DL7214  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 DL7214
 DL7214  HORZ ORDER      -  FIRST
 DL7214  VERT ORDER      -  SECOND    CLASS I
 DL7214  ELLP ORDER      -  THIRD     CLASS I
 DL7214
 DL7214.The horizontal coordinates were established by GPS observations
 DL7214.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7214
 DL7214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7214.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7214
 DL7214.The horizontal coordinates are valid at the epoch date displayed above
 DL7214.which is a decimal equivalence of Year/Month/Day.
 DL7214
 DL7214.The orthometric height was determined by differential leveling and
 DL7214.adjusted in February 2011.
 DL7214
 DL7214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7214
 DL7214.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7214
 DL7214.The ellipsoidal height was determined by GPS observations
 DL7214.and is referenced to NAD 83.
 DL7214
 DL7214.The dynamic height is computed by dividing the NAVD 88
 DL7214.geopotential number by the normal gravity value computed on the
 DL7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7214.degrees latitude (g = 980.6199 gals.).
 DL7214
 DL7214.The modeled gravity was interpolated from observed gravity values.
 DL7214
 DL7214. The following values were computed from the NAD 83(2007) position.
 DL7214
 DL7214;                    North         East     Units Scale Factor Converg.
 DL7214;SPC MN C     -   165,530.397   834,853.436   MT  1.00000618   +0 19 23.1
 DL7214;SPC MN C     -   543,077.64  2,739,014.98   sFT  1.00000618   +0 19 23.1
 DL7214;UTM  15      - 5,048,664.326   437,334.454   MT  0.99964828   -0 34 26.0
 DL7214
 DL7214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7214!SPC MN C     -   0.99995458  x   1.00000618  =   0.99996076
 DL7214!UTM  15      -   0.99995458  x   0.99964828  =   0.99960288
 DL7214
 DL7214                          SUPERSEDED SURVEY CONTROL
 DL7214
 DL7214  NAVD 88 (10/16/09)  317.20   (m)         1040.7    (f) LEVELING    3  
 DL7214
 DL7214.Superseded values are not recommended for survey control.
 DL7214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7214.See file dsdata.txt to determine how the superseded data were derived.
 DL7214
 DL7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3733448664(NAD 83)
 DL7214
 DL7214_MARKER: I = METAL ROD
 DL7214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7214_STAMPING: 0505 B RESET 2008
 DL7214_MARK LOGO: MNDT  
 DL7214_PROJECTION: FLUSH
 DL7214_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL7214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7214+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 DL7214_ROD/PIPE-DEPTH:  4.6 meters
 DL7214
 DL7214  HISTORY     - Date     Condition        Report By
 DL7214  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7214
 DL7214                          STATION DESCRIPTION
 DL7214
 DL7214'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7214'3.5 MILES NORTH-NORTHEAST OF SANTIAGO, 5.4 MILES EAST ON TRUNK HIGHWAY
 DL7214'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7214'HIGHWAY 95 MILEPOINT 12.35, 0.15 MILE WEST OF COUNTY ROAD 86, 102.9
 DL7214'FEET SOUTH OF TRUNK HIGHWAY 95, 0.7 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3264 ***********************************************************************
 AH3264  DESIGNATION -  0505 C
 AH3264  PID         -  AH3264
 AH3264  STATE/COUNTY-  MN/BENTON
 AH3264  COUNTRY     -  US
 AH3264  USGS QUAD   -  SANTIAGO (1968)
 AH3264
 AH3264                         *CURRENT SURVEY CONTROL
 AH3264  ______________________________________________________________________
 AH3264* NAD 83(2007) POSITION- 45 35 21.40171(N) 093 49 19.44249(W)   ADJUSTED  
 AH3264* NAD 83(2007) ELLIP HT-   290.994 (meters)        (02/10/07)   ADJUSTED
 AH3264* NAD 83(2007) EPOCH   -  2002.00
 AH3264* NAVD 88 ORTHO HEIGHT -   318.442  (meters)    1044.76  (feet) ADJUSTED  
 AH3264  ______________________________________________________________________
 AH3264  NAD 83(2007) X  -   -298,045.336 (meters)                     COMP
 AH3264  NAD 83(2007) Y  - -4,461,303.465 (meters)                     COMP
 AH3264  NAD 83(2007) Z  -  4,533,626.401 (meters)                     COMP
 AH3264  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 AH3264  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 AH3264  DYNAMIC HEIGHT  -        318.435 (meters)     1044.73  (feet) COMP
 AH3264  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 AH3264
 AH3264  VERT ORDER      -  SECOND    CLASS I
 AH3264
 AH3264  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3264  Type                                         Horiz  Ellip  Dist(km)
 AH3264  -------------------------------------------------------------------
 AH3264  NETWORK                                       0.59   0.82
 AH3264  -------------------------------------------------------------------
 AH3264  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.58   0.78      1.78
 AH3264  -------------------------------------------------------------------
 AH3264  NOTE: Click here for information on individual local accuracy
 AH3264  values and other accuracy information.
 AH3264
 AH3264
 AH3264.The horizontal coordinates were established by GPS observations
 AH3264.and adjusted by the National Geodetic Survey in February 2007.
 AH3264
 AH3264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3264.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3264
 AH3264.The horizontal coordinates are valid at the epoch date displayed above
 AH3264.which is a decimal equivalence of Year/Month/Day.
 AH3264
 AH3264.The orthometric height was determined by differential leveling and
 AH3264.adjusted in August 2004.
 AH3264
 AH3264.Photographs are available for this station.
 AH3264
 AH3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3264
 AH3264.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3264
 AH3264.The ellipsoidal height was determined by GPS observations
 AH3264.and is referenced to NAD 83.
 AH3264
 AH3264.The dynamic height is computed by dividing the NAVD 88
 AH3264.geopotential number by the normal gravity value computed on the
 AH3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3264.degrees latitude (g = 980.6199 gals.).
 AH3264
 AH3264.The modeled gravity was interpolated from observed gravity values.
 AH3264
 AH3264. The following values were computed from the NAD 83(2007) position.
 AH3264
 AH3264;                    North         East     Units Scale Factor Converg.
 AH3264;SPC MN C     -   165,587.011   833,393.527   MT  1.00000605   +0 18 34.4
 AH3264;SPC MN C     -   543,263.39  2,734,225.26   sFT  1.00000605   +0 18 34.4
 AH3264;UTM  15      - 5,048,743.757   435,876.130   MT  0.99965055   -0 35 14.1
 AH3264
 AH3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3264!SPC MN C     -   0.99995438  x   1.00000605  =   0.99996043
 AH3264!UTM  15      -   0.99995438  x   0.99965055  =   0.99960495
 AH3264
 AH3264                          SUPERSEDED SURVEY CONTROL
 AH3264
 AH3264  NAD 83(1996)-  45 35 21.40133(N)    093 49 19.44214(W) AD(       ) 1
 AH3264  ELLIP H (09/28/98)  291.015  (m)                       GP(       ) 4 1
 AH3264  NAVD 88 (09/28/98)  318.45   (m)         1044.8    (f) LEVELING    3  
 AH3264
 AH3264.Superseded values are not recommended for survey control.
 AH3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3264.See file dsdata.txt to determine how the superseded data were derived.
 AH3264
 AH3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3587648743(NAD 83)
 AH3264
 AH3264_MARKER: DD = SURVEY DISK
 AH3264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3264_STAMPING: 0505 C 1997
 AH3264_MARK LOGO: MNDT  
 AH3264_PROJECTION: RECESSED 3 CENTIMETERS
 AH3264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3264+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 AH3264_ROD/PIPE-DEPTH:  3.0 meters
 AH3264
 AH3264  HISTORY     - Date     Condition        Report By
 AH3264  HISTORY     - 1997     MONUMENTED       MNDT
 AH3264  HISTORY     - 19970401 GOOD             MNDT
 AH3264  HISTORY     - 20081014 GOOD             MNDT
 AH3264
 AH3264                          STATION DESCRIPTION
 AH3264
 AH3264'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3264'3.5 MI (5.6 KM) NORTH OF SANTIAGO, 4.05 MI (6.52 KM) EAST ALONG TH 95
 AH3264'FROM JCT OF TH 95 AND TH 25, AT TH 95 MP 11.4, 89.5 FT (27.3 M) NORTH
 AH3264'OF TH 95, 3.4 FT (1.0 M) SOUTH OF P-POLE, 97.6 FT (29.7 M) WEST OF
 AH3264'CABLE MARKER, 2.8 FT (0.9 M) SOUTH OF WIT POST, RECESSED 0.1 FT (3.0
 AH3264'CM) .
 AH3264
 AH3264                          STATION RECOVERY (1997)
 AH3264
 AH3264'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3264'3.5 MI (5.6 KM) NORTH OF SANTIAGO, 4.05 MI (6.52 KM) EAST ALONG TH 95
 AH3264'FROM JCT OF TH 95 AND TH 25, AT TH 95 MP 11.4, 89.5 FT (27.3 M) NORTH
 AH3264'OF TH 95, 3.4 FT (1.0 M) SOUTH OF P-POLE, 97.6 FT (29.7 M) WEST OF
 AH3264'CABLE MARKER, 2.8 FT (0.9 M) SOUTH OF WITNESS POST, RECESSED 0.1 FT
 AH3264'(3.0 CM).
 AH3264
 AH3264                          STATION RECOVERY (2008)
 AH3264
 AH3264'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3264'3.5 MILES NORTH OF SANTIAGO, 4.05 MILES EAST ALONG TRUNK HIGHWAY 95
 AH3264'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 AH3264'HIGHWAY 95 MILEPOINT 11.4, 0.05 MILE WEST OF COUNTY ROAD 7, 89.5 FEET
 AH3264'NORTH OF TRUNK HIGHWAY 95, 3.4 FEET SOUTH OF POWER POLE, 97.6 FEET
 AH3264'WEST OF CABLE MARKER, 2.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7215 ***********************************************************************
 DL7215  DESIGNATION -  0505 D RESET
 DL7215  PID         -  DL7215
 DL7215  STATE/COUNTY-  MN/BENTON
 DL7215  COUNTRY     -  US
 DL7215  USGS QUAD   -  SANTIAGO (1968)
 DL7215
 DL7215                         *CURRENT SURVEY CONTROL
 DL7215  ______________________________________________________________________
 DL7215* NAD 83(2007) POSITION- 45 35 20.92051(N) 093 50 41.70560(W)   ADJUSTED  
 DL7215* NAD 83(2007) ELLIP HT-   289.721 (meters)        (10/16/09)   ADJUSTED
 DL7215* NAD 83(2007) EPOCH   -  2002.00
 DL7215* NAVD 88 ORTHO HEIGHT -   317.151  (meters)    1040.52  (feet) ADJUSTED  
 DL7215  ______________________________________________________________________
 DL7215  NAD 83(2007) X  -   -299,825.234 (meters)                     COMP
 DL7215  NAD 83(2007) Y  - -4,461,193.943 (meters)                     COMP
 DL7215  NAD 83(2007) Z  -  4,533,615.095 (meters)                     COMP
 DL7215  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC09
 DL7215  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DL7215  DYNAMIC HEIGHT  -        317.144 (meters)     1040.50  (feet) COMP
 DL7215  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 DL7215
 DL7215  HORZ ORDER      -  FIRST
 DL7215  VERT ORDER      -  SECOND    CLASS I
 DL7215  ELLP ORDER      -  THIRD     CLASS I
 DL7215
 DL7215.The horizontal coordinates were established by GPS observations
 DL7215.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7215
 DL7215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7215.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7215
 DL7215.The horizontal coordinates are valid at the epoch date displayed above
 DL7215.which is a decimal equivalence of Year/Month/Day.
 DL7215
 DL7215.The orthometric height was determined by differential leveling and
 DL7215.adjusted in February 2011.
 DL7215
 DL7215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7215
 DL7215.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7215
 DL7215.The ellipsoidal height was determined by GPS observations
 DL7215.and is referenced to NAD 83.
 DL7215
 DL7215.The dynamic height is computed by dividing the NAVD 88
 DL7215.geopotential number by the normal gravity value computed on the
 DL7215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7215.degrees latitude (g = 980.6199 gals.).
 DL7215
 DL7215.The modeled gravity was interpolated from observed gravity values.
 DL7215
 DL7215. The following values were computed from the NAD 83(2007) position.
 DL7215
 DL7215;                    North         East     Units Scale Factor Converg.
 DL7215;SPC MN C     -   165,562.778   831,610.462   MT  1.00000608   +0 17 34.9
 DL7215;SPC MN C     -   543,183.88  2,728,375.32   sFT  1.00000608   +0 17 34.9
 DL7215;UTM  15      - 5,048,747.431   434,093.536   MT  0.99965340   -0 36 12.9
 DL7215
 DL7215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7215!SPC MN C     -   0.99995458  x   1.00000608  =   0.99996066
 DL7215!UTM  15      -   0.99995458  x   0.99965340  =   0.99960800
 DL7215
 DL7215                          SUPERSEDED SURVEY CONTROL
 DL7215
 DL7215  NAVD 88 (10/16/09)  317.15   (m)         1040.5    (f) LEVELING    3  
 DL7215
 DL7215.Superseded values are not recommended for survey control.
 DL7215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7215.See file dsdata.txt to determine how the superseded data were derived.
 DL7215
 DL7215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3409348747(NAD 83)
 DL7215
 DL7215_MARKER: I = METAL ROD
 DL7215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7215_STAMPING: 0505 D RESET 2008
 DL7215_MARK LOGO: MNDT  
 DL7215_PROJECTION: RECESSED 3 CENTIMETERS
 DL7215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7215+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 DL7215_ROD/PIPE-DEPTH:  9.4 meters
 DL7215
 DL7215  HISTORY     - Date     Condition        Report By
 DL7215  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7215
 DL7215                          STATION DESCRIPTION
 DL7215
 DL7215'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7215'3.5 MILES NORTH NORTHWEST OF SANTIAGO, 3.4 MILES EAST ALONG TRUNK
 DL7215'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT
 DL7215'TRUNK HIGHWAY 95 MILEPOST 10.35, 57.0 FEET NORTH OF TRUNK HIGHWAY 95,
 DL7215'17 FEET WEST OF FIELD ENTRANCE, 100 FEET EAST SOUTHEAST OF POWER POLE,
 DL7215'5.2 FEET NORTHEAST OF 24 INCH CULVERT, 7.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7216 ***********************************************************************
 DL7216  DESIGNATION -  0505 E RESET
 DL7216  PID         -  DL7216
 DL7216  STATE/COUNTY-  MN/BENTON
 DL7216  COUNTRY     -  US
 DL7216  USGS QUAD   -  SANTIAGO (1968)
 DL7216
 DL7216                         *CURRENT SURVEY CONTROL
 DL7216  ______________________________________________________________________
 DL7216* NAD 83(2007) POSITION- 45 35 22.54461(N) 093 52 03.00312(W)   ADJUSTED  
 DL7216* NAD 83(2007) ELLIP HT-   296.526 (meters)        (10/16/09)   ADJUSTED
 DL7216* NAD 83(2007) EPOCH   -  2002.00
 DL7216* NAVD 88 ORTHO HEIGHT -   323.928  (meters)    1062.75  (feet) ADJUSTED  
 DL7216  ______________________________________________________________________
 DL7216  NAD 83(2007) X  -   -301,581.457 (meters)                     COMP
 DL7216  NAD 83(2007) Y  - -4,461,044.436 (meters)                     COMP
 DL7216  NAD 83(2007) Z  -  4,533,655.046 (meters)                     COMP
 DL7216  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC09
 DL7216  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DL7216  DYNAMIC HEIGHT  -        323.920 (meters)     1062.73  (feet) COMP
 DL7216  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DL7216
 DL7216  HORZ ORDER      -  FIRST
 DL7216  VERT ORDER      -  SECOND    CLASS I
 DL7216  ELLP ORDER      -  THIRD     CLASS I
 DL7216
 DL7216.The horizontal coordinates were established by GPS observations
 DL7216.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7216
 DL7216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7216.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7216
 DL7216.The horizontal coordinates are valid at the epoch date displayed above
 DL7216.which is a decimal equivalence of Year/Month/Day.
 DL7216
 DL7216.The orthometric height was determined by differential leveling and
 DL7216.adjusted in February 2011.
 DL7216
 DL7216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7216
 DL7216.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7216
 DL7216.The ellipsoidal height was determined by GPS observations
 DL7216.and is referenced to NAD 83.
 DL7216
 DL7216.The dynamic height is computed by dividing the NAVD 88
 DL7216.geopotential number by the normal gravity value computed on the
 DL7216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7216.degrees latitude (g = 980.6199 gals.).
 DL7216
 DL7216.The modeled gravity was interpolated from observed gravity values.
 DL7216
 DL7216. The following values were computed from the NAD 83(2007) position.
 DL7216
 DL7216;                    North         East     Units Scale Factor Converg.
 DL7216;SPC MN C     -   165,604.158   829,848.002   MT  1.00000598   +0 16 36.1
 DL7216;SPC MN C     -   543,319.64  2,722,592.99   sFT  1.00000598   +0 16 36.1
 DL7216;UTM  15      - 5,048,816.357   432,332.558   MT  0.99965629   -0 37 11.0
 DL7216
 DL7216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7216!SPC MN C     -   0.99995351  x   1.00000598  =   0.99995949
 DL7216!UTM  15      -   0.99995351  x   0.99965629  =   0.99960982
 DL7216
 DL7216:                Primary Azimuth Mark                     Grid Az
 DL7216:SPC MN C     -  0505 F RESET                             274 26 01.2
 DL7216:UTM  15      -  0505 F RESET                             275 19 48.3
 DL7216
 DL7216|---------------------------------------------------------------------|
 DL7216| PID    Reference Object                     Distance      Geod. Az  |
 DL7216|                                                           dddmmss.s |
 DL7216| DL7217 0505 F RESET                        APPROX. 1.2 KM 2744237.3 |
 DL7216|---------------------------------------------------------------------|
 DL7216
 DL7216                          SUPERSEDED SURVEY CONTROL
 DL7216
 DL7216  NAVD 88 (10/16/09)  323.93   (m)         1062.8    (f) LEVELING    3  
 DL7216
 DL7216.Superseded values are not recommended for survey control.
 DL7216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7216.See file dsdata.txt to determine how the superseded data were derived.
 DL7216
 DL7216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3233248816(NAD 83)
 DL7216
 DL7216_MARKER: I = METAL ROD
 DL7216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7216_STAMPING: 0505 E RESET 1997 2008
 DL7216_MARK LOGO: MNDT  
 DL7216_PROJECTION: RECESSED 5 CENTIMETERS
 DL7216_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7216+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 DL7216_ROD/PIPE-DEPTH:  3.0 meters
 DL7216
 DL7216  HISTORY     - Date     Condition        Report By
 DL7216  HISTORY     - 20081216 MONUMENTED       MNDT
 DL7216
 DL7216                          STATION DESCRIPTION
 DL7216
 DL7216'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7216'4.25 MILES NORTH-NORTHWEST OF SANTIAGO, 2.25 MILES EAST ALONG TRUNK
 DL7216'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25
 DL7216'ABOUT 3.5 MILES EAST-NORTHEAST OF DUELM, AT TRUNK HIGHWAY 95 MILEPOINT
 DL7216'9.25, 64.0 FEET NORTH OF TRUNK HIGHWAY 95, 79 FEET EAST OF FIELD
 DL7216'ENTRANCE, 33.0 FEET WEST-SOUTHWEST OF POWER POLE, 2.5 FEET EAST OF
 DL7216'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7217 ***********************************************************************
 DL7217  DESIGNATION -  0505 F RESET
 DL7217  PID         -  DL7217
 DL7217  STATE/COUNTY-  MN/BENTON
 DL7217  COUNTRY     -  US
 DL7217  USGS QUAD   -  DUELM (1968)
 DL7217
 DL7217                         *CURRENT SURVEY CONTROL
 DL7217  ______________________________________________________________________
 DL7217* NAD 83(2007) POSITION- 45 35 25.78253(N) 093 52 59.03995(W)   ADJUSTED  
 DL7217* NAD 83(2007) ELLIP HT-   297.894 (meters)        (10/16/09)   ADJUSTED
 DL7217* NAD 83(2007) EPOCH   -  2002.00
 DL7217* NAVD 88 ORTHO HEIGHT -   325.280  (meters)    1067.19  (feet) ADJUSTED  
 DL7217  ______________________________________________________________________
 DL7217  NAD 83(2007) X  -   -302,788.626 (meters)                     COMP
 DL7217  NAD 83(2007) Y  - -4,460,892.046 (meters)                     COMP
 DL7217  NAD 83(2007) Z  -  4,533,725.981 (meters)                     COMP
 DL7217  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC09
 DL7217  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DL7217  DYNAMIC HEIGHT  -        325.272 (meters)     1067.16  (feet) COMP
 DL7217  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DL7217
 DL7217  HORZ ORDER      -  FIRST
 DL7217  VERT ORDER      -  SECOND    CLASS I
 DL7217  ELLP ORDER      -  THIRD     CLASS I
 DL7217
 DL7217.The horizontal coordinates were established by GPS observations
 DL7217.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7217
 DL7217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7217.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7217
 DL7217.The horizontal coordinates are valid at the epoch date displayed above
 DL7217.which is a decimal equivalence of Year/Month/Day.
 DL7217
 DL7217.The orthometric height was determined by differential leveling and
 DL7217.adjusted in February 2011.
 DL7217
 DL7217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7217
 DL7217.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7217
 DL7217.The ellipsoidal height was determined by GPS observations
 DL7217.and is referenced to NAD 83.
 DL7217
 DL7217.The dynamic height is computed by dividing the NAVD 88
 DL7217.geopotential number by the normal gravity value computed on the
 DL7217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7217.degrees latitude (g = 980.6199 gals.).
 DL7217
 DL7217.The modeled gravity was interpolated from observed gravity values.
 DL7217
 DL7217. The following values were computed from the NAD 83(2007) position.
 DL7217
 DL7217;                    North         East     Units Scale Factor Converg.
 DL7217;SPC MN C     -   165,698.375   828,632.885   MT  1.00000577   +0 15 55.6
 DL7217;SPC MN C     -   543,628.75  2,718,606.39   sFT  1.00000577   +0 15 55.6
 DL7217;UTM  15      - 5,048,929.533   431,119.486   MT  0.99965833   -0 37 51.1
 DL7217
 DL7217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7217!SPC MN C     -   0.99995330  x   1.00000577  =   0.99995907
 DL7217!UTM  15      -   0.99995330  x   0.99965833  =   0.99961165
 DL7217
 DL7217:                Primary Azimuth Mark                     Grid Az
 DL7217:SPC MN C     -  0505 E RESET                             094 26 01.6
 DL7217:UTM  15      -  0505 E RESET                             095 19 48.3
 DL7217
 DL7217|---------------------------------------------------------------------|
 DL7217| PID    Reference Object                     Distance      Geod. Az  |
 DL7217|                                                           dddmmss.s |
 DL7217| DL7216 0505 E RESET                        APPROX. 1.2 KM 0944157.2 |
 DL7217|---------------------------------------------------------------------|
 DL7217
 DL7217                          SUPERSEDED SURVEY CONTROL
 DL7217
 DL7217  NAVD 88 (10/16/09)  325.28   (m)         1067.2    (f) LEVELING    3  
 DL7217
 DL7217.Superseded values are not recommended for survey control.
 DL7217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7217.See file dsdata.txt to determine how the superseded data were derived.
 DL7217
 DL7217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3111948929(NAD 83)
 DL7217
 DL7217_MARKER: DD = SURVEY DISK
 DL7217_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7217_STAMPING: 0505 F RESET 2008
 DL7217_MARK LOGO: MNDT  
 DL7217_PROJECTION: FLUSH
 DL7217_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7217+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 DL7217_ROD/PIPE-DEPTH:  2.4 meters
 DL7217
 DL7217  HISTORY     - Date     Condition        Report By
 DL7217  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7217
 DL7217                          STATION DESCRIPTION
 DL7217
 DL7217'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7217'3.0 MILES EAST-NORTHEAST OF DUELM, 1.5 MILES EAST ALONG TRUNK HIGHWAY
 DL7217'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7217'HIGHWAY 95 MILEPOINT 8.5, 218.0 FEET NORTH OF TRUNK HIGHWAY 95, 26.0
 DL7217'FEET WEST OF COUNTY ROAD 49, 12.0 FEET NORTH OF FIELD ENTRANCE, 4.3
 DL7217'FEET WEST-SOUTHWEST OF 18 INCH CULVERT, 7.5 FEET SOUTH OF WITNESS
 DL7217'POST, MARK DRIVEN TO REFUSAL, 8 FT (2.4 M) ALUMINUM ROD WITH STANDARD
 DL7217'GEODETIC CONTROL SURVEY DISK, RECESSED 1 INCH
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7218 ***********************************************************************
 DL7218  DESIGNATION -  0505 G RESET
 DL7218  PID         -  DL7218
 DL7218  STATE/COUNTY-  MN/BENTON
 DL7218  COUNTRY     -  US
 DL7218  USGS QUAD   -  DUELM (1968)
 DL7218
 DL7218                         *CURRENT SURVEY CONTROL
 DL7218  ______________________________________________________________________
 DL7218* NAD 83(2007) POSITION- 45 35 24.78672(N) 093 54 12.05390(W)   ADJUSTED  
 DL7218* NAD 83(2007) ELLIP HT-   302.940 (meters)        (10/16/09)   ADJUSTED
 DL7218* NAD 83(2007) EPOCH   -  2002.00
 DL7218* NAVD 88 ORTHO HEIGHT -   330.307  (meters)    1083.68  (feet) ADJUSTED  
 DL7218  ______________________________________________________________________
 DL7218  NAD 83(2007) X  -   -304,369.416 (meters)                     COMP
 DL7218  NAD 83(2007) Y  - -4,460,810.019 (meters)                     COMP
 DL7218  NAD 83(2007) Z  -  4,533,708.071 (meters)                     COMP
 DL7218  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC09
 DL7218  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DL7218  DYNAMIC HEIGHT  -        330.299 (meters)     1083.66  (feet) COMP
 DL7218  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 DL7218
 DL7218  HORZ ORDER      -  FIRST
 DL7218  VERT ORDER      -  SECOND    CLASS I
 DL7218  ELLP ORDER      -  THIRD     CLASS I
 DL7218
 DL7218.The horizontal coordinates were established by GPS observations
 DL7218.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7218
 DL7218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7218.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7218
 DL7218.The horizontal coordinates are valid at the epoch date displayed above
 DL7218.which is a decimal equivalence of Year/Month/Day.
 DL7218
 DL7218.The orthometric height was determined by differential leveling and
 DL7218.adjusted in February 2011.
 DL7218
 DL7218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7218
 DL7218.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7218
 DL7218.The ellipsoidal height was determined by GPS observations
 DL7218.and is referenced to NAD 83.
 DL7218
 DL7218.The dynamic height is computed by dividing the NAVD 88
 DL7218.geopotential number by the normal gravity value computed on the
 DL7218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7218.degrees latitude (g = 980.6199 gals.).
 DL7218
 DL7218.The modeled gravity was interpolated from observed gravity values.
 DL7218
 DL7218. The following values were computed from the NAD 83(2007) position.
 DL7218
 DL7218;                    North         East     Units Scale Factor Converg.
 DL7218;SPC MN C     -   165,660.503   827,050.393   MT  1.00000584   +0 15 02.7
 DL7218;SPC MN C     -   543,504.50  2,713,414.50   sFT  1.00000584   +0 15 02.7
 DL7218;UTM  15      - 5,048,916.421   429,537.144   MT  0.99966104   -0 38 43.2
 DL7218
 DL7218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7218!SPC MN C     -   0.99995251  x   1.00000584  =   0.99995835
 DL7218!UTM  15      -   0.99995251  x   0.99966104  =   0.99961356
 DL7218
 DL7218:                Primary Azimuth Mark                     Grid Az
 DL7218:SPC MN C     -  0505 H                                   269 46 47.3
 DL7218:UTM  15      -  0505 H                                   270 40 33.2
 DL7218
 DL7218|---------------------------------------------------------------------|
 DL7218| PID    Reference Object                     Distance      Geod. Az  |
 DL7218|                                                           dddmmss.s |
 DL7218| AH3258 0505 H                              APPROX. 0.8 KM 2700150.0 |
 DL7218| AH3260 DANLISA                             APPROX. 0.6 KM 3593133.2 |
 DL7218|---------------------------------------------------------------------|
 DL7218
 DL7218                          SUPERSEDED SURVEY CONTROL
 DL7218
 DL7218  NAVD 88 (10/16/09)  330.31   (m)         1083.7    (f) LEVELING    3  
 DL7218
 DL7218.Superseded values are not recommended for survey control.
 DL7218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7218.See file dsdata.txt to determine how the superseded data were derived.
 DL7218
 DL7218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2953748916(NAD 83)
 DL7218
 DL7218_MARKER: DD = SURVEY DISK
 DL7218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7218_STAMPING: 0505 G RESET 2008
 DL7218_MARK LOGO: MNDT  
 DL7218_PROJECTION: FLUSH
 DL7218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7218+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2010
 DL7218_ROD/PIPE-DEPTH:  3.0 meters
 DL7218
 DL7218  HISTORY     - Date     Condition        Report By
 DL7218  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7218  HISTORY     - 20101028 GOOD             MNDT
 DL7218
 DL7218                          STATION DESCRIPTION
 DL7218
 DL7218'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7218'1.5 MILES NORTHEAST OF DUELM, 0.5 MILE EAST ALONG TRUNK HIGHWAY 95
 DL7218'FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 95, AT TRUNK
 DL7218'HIGHWAY 95 MILEPOINT 7.45, 194.8 FEET NORTH OF TRUNK HIGHWAY 95, 36.5
 DL7218'FEET EAST OF COUNTY ROAD 64, 24.5 FEET SOUTH OF DUELM SUB STATION
 DL7218'ENTRANCE, 37.5 FEET WEST OF POWER POLE, 83.2 FEET WEST-NORTHWEST OF
 DL7218'SOUTHWEST CORNER OF FENCE, 2.1 FEET EAST OF WITNESS POST.
 DL7218
 DL7218                          STATION RECOVERY (2010)
 DL7218
 DL7218'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL7218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3258 ***********************************************************************
 AH3258  DESIGNATION -  0505 H
 AH3258  PID         -  AH3258
 AH3258  STATE/COUNTY-  MN/BENTON
 AH3258  COUNTRY     -  US
 AH3258  USGS QUAD   -  DUELM (1968)
 AH3258
 AH3258                         *CURRENT SURVEY CONTROL
 AH3258  ______________________________________________________________________
 AH3258* NAD 83(2007) POSITION- 45 35 24.79886(N) 093 54 48.87075(W)   ADJUSTED  
 AH3258* NAD 83(2007) ELLIP HT-   301.169 (meters)        (02/10/07)   ADJUSTED
 AH3258* NAD 83(2007) EPOCH   -  2002.00
 AH3258* NAVD 88 ORTHO HEIGHT -   328.515  (meters)    1077.80  (feet) ADJUSTED  
 AH3258  ______________________________________________________________________
 AH3258  NAD 83(2007) X  -   -305,165.532 (meters)                     COMP
 AH3258  NAD 83(2007) Y  - -4,460,754.117 (meters)                     COMP
 AH3258  NAD 83(2007) Z  -  4,533,707.068 (meters)                     COMP
 AH3258  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC09
 AH3258  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 AH3258  DYNAMIC HEIGHT  -        328.507 (meters)     1077.78  (feet) COMP
 AH3258  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 AH3258
 AH3258  VERT ORDER      -  SECOND    CLASS I
 AH3258
 AH3258  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3258  Type                                         Horiz  Ellip  Dist(km)
 AH3258  -------------------------------------------------------------------
 AH3258  NETWORK                                       1.22   1.65
 AH3258  -------------------------------------------------------------------
 AH3258  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.16   1.55      1.27
 AH3258  -------------------------------------------------------------------
 AH3258  NOTE: Click here for information on individual local accuracy
 AH3258  values and other accuracy information.
 AH3258
 AH3258
 AH3258.The horizontal coordinates were established by GPS observations
 AH3258.and adjusted by the National Geodetic Survey in February 2007.
 AH3258
 AH3258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3258.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3258
 AH3258.The horizontal coordinates are valid at the epoch date displayed above
 AH3258.which is a decimal equivalence of Year/Month/Day.
 AH3258
 AH3258.The orthometric height was determined by differential leveling and
 AH3258.adjusted in August 2004.
 AH3258
 AH3258.Photographs are available for this station.
 AH3258
 AH3258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3258
 AH3258.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3258
 AH3258.The ellipsoidal height was determined by GPS observations
 AH3258.and is referenced to NAD 83.
 AH3258
 AH3258.The dynamic height is computed by dividing the NAVD 88
 AH3258.geopotential number by the normal gravity value computed on the
 AH3258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3258.degrees latitude (g = 980.6199 gals.).
 AH3258
 AH3258.The modeled gravity was interpolated from observed gravity values.
 AH3258
 AH3258. The following values were computed from the NAD 83(2007) position.
 AH3258
 AH3258;                    North         East     Units Scale Factor Converg.
 AH3258;SPC MN C     -   165,657.436   826,252.357   MT  1.00000583   +0 14 36.1
 AH3258;SPC MN C     -   543,494.44  2,710,796.27   sFT  1.00000583   +0 14 36.1
 AH3258;UTM  15      - 5,048,925.831   428,739.432   MT  0.99966243   -0 39 09.5
 AH3258
 AH3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3258!SPC MN C     -   0.99995279  x   1.00000583  =   0.99995862
 AH3258!UTM  15      -   0.99995279  x   0.99966243  =   0.99961523
 AH3258
 AH3258:                Primary Azimuth Mark                     Grid Az
 AH3258:SPC MN C     -  0505 J RESET                             265 13 42.6
 AH3258:UTM  15      -  0505 J RESET                             266 07 28.2
 AH3258
 AH3258|---------------------------------------------------------------------|
 AH3258| PID    Reference Object                     Distance      Geod. Az  |
 AH3258|                                                           dddmmss.s |
 AH3258| DL7219 0505 J RESET                        APPROX. 1.3 KM 2652818.7 |
 AH3258| AH3257 0505 J                              APPROX. 1.3 KM 2652818.2 |
 AH3258|---------------------------------------------------------------------|
 AH3258
 AH3258                          SUPERSEDED SURVEY CONTROL
 AH3258
 AH3258  NAD 83(1996)-  45 35 24.79856(N)    093 54 48.87050(W) AD(       ) 1
 AH3258  ELLIP H (09/28/98)  301.201  (m)                       GP(       ) 4 1
 AH3258  NAVD 88 (09/28/98)  328.52   (m)         1077.8    (f) LEVELING    3  
 AH3258
 AH3258.Superseded values are not recommended for survey control.
 AH3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3258.See file dsdata.txt to determine how the superseded data were derived.
 AH3258
 AH3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2873948925(NAD 83)
 AH3258
 AH3258_MARKER: DD = SURVEY DISK
 AH3258_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3258_STAMPING: 0505 H 1997
 AH3258_MARK LOGO: MNDT  
 AH3258_PROJECTION: FLUSH
 AH3258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3258+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2010
 AH3258_ROD/PIPE-DEPTH:  4.6 meters
 AH3258
 AH3258  HISTORY     - Date     Condition        Report By
 AH3258  HISTORY     - 19970401 MONUMENTED       MNDT
 AH3258  HISTORY     - 19970401 GOOD             MNDT
 AH3258  HISTORY     - 20081014 GOOD             MNDT
 AH3258  HISTORY     - 20101028 GOOD             MNDT
 AH3258  HISTORY     - 20101028 GOOD             MNDT
 AH3258
 AH3258                          STATION DESCRIPTION
 AH3258
 AH3258'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3258'1.5 MI (2.4 KM) NE OF DUELM, AT JCT OF TH 95 AND TH 25, AT TH 95 MP
 AH3258'6.95, AT TH 25 MP 93.95, 245.0 FT (74.7 M) NORTH OF TH 95, 42.0 FT
 AH3258'(12.8 M) EAST OF TH 25, 17.0 FT (5.2 M) NORTH OF FIELD ENT, 37.4 FT
 AH3258'(11.4 M) NW OF UNDERGROUND CABLE BOX NO RAI-TH-95, 3.0 FT (0.9 M)
 AH3258'SOUTH OF WIT POST, FLUSH WITH GROUND.
 AH3258
 AH3258                          STATION RECOVERY (1997)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3258'1.5 MI (2.4 KM) NE OF DUELM, AT JCT OF TH 95 AND TH 25, AT TH 95 MP
 AH3258'6.95, AT TH 25 MP 93.95, 245.0 FT (74.7 M) NORTH OF TH 95, 42.0 FT
 AH3258'(12.8 M) EAST OF TH 25, 17.0 FT (5.2 M) NORTH OF FIELD ENT, 37.4 FT
 AH3258'(11.4 M) NW OF UNDERGROUND CABLE BOX NO RAI-TH-95, 3.0 FT (0.9 M)
 AH3258'SOUTH OF WITNESS POST, FLUSH WITH GROUND.
 AH3258
 AH3258                          STATION RECOVERY (2008)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3258'1.5 MILES NORTHEAST OF DUELM, AT JUNCTION OF TRUNK HIGHWAY 95 AND
 AH3258'TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95 MILEPOINT 6.95, AT TRUNK HIGHWAY
 AH3258'25 MILEPOINT 93.95, 245.0 FEET NORTH OF TRUNK HIGHWAY 95, 42.0 FEET
 AH3258'EAST OF TRUNK HIGHWAY 25, 17.0 FEET NORTH OF FIELD ENTRANCE, 37.4 FEET
 AH3258'NORTHWEST OF UNDERGROUND CABLE BOX NUMBER RAI-TH-95, 3.0 FEET SOUTH OF
 AH3258'WITNESS POST.
 AH3258
 AH3258                          STATION RECOVERY (2010)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AH3258'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH3258'THE MARK IS 1.5 MILES NORTHEAST OF DUELM, AT JUNCTION OF TRUNK HIGHWAY
 AH3258'95 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95 MILEPOINT 6.95, AT TRUNK
 AH3258'HIGHWAY 25 MILEPOINT 93.95, 245.0 FEET NORTH OF TRUNK HIGHWAY 95, 42.0
 AH3258'FEET EAST OF TRUNK HIGHWAY 25, 17.0 FEET NORTH OF FIELD ENTRANCE, 37.4
 AH3258'FEET NORTHWEST OF UNDERGROUND CABLE BOX NUMBER RAI-TRUNK HIGHWAY 95,
 AH3258'3.0 FEET SOUTH OF WITNESS POST.
 AH3258
 AH3258                          STATION RECOVERY (2010)
 AH3258
 AH3258'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AH3258'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7219 ***********************************************************************
 DL7219  DESIGNATION -  0505 J RESET
 DL7219  PID         -  DL7219
 DL7219  STATE/COUNTY-  MN/BENTON
 DL7219  COUNTRY     -  US
 DL7219  USGS QUAD   -  DUELM (1968)
 DL7219
 DL7219                         *CURRENT SURVEY CONTROL
 DL7219  ______________________________________________________________________
 DL7219* NAD 83(2007) POSITION- 45 35 21.55029(N) 093 55 47.21978(W)   ADJUSTED  
 DL7219* NAD 83(2007) ELLIP HT-   306.080 (meters)        (10/16/09)   ADJUSTED
 DL7219* NAD 83(2007) EPOCH   -  2002.00
 DL7219* NAVD 88 ORTHO HEIGHT -   333.420  (meters)    1093.90  (feet) ADJUSTED  
 DL7219  ______________________________________________________________________
 DL7219  NAD 83(2007) X  -   -306,432.542 (meters)                     COMP
 DL7219  NAD 83(2007) Y  - -4,460,742.520 (meters)                     COMP
 DL7219  NAD 83(2007) Z  -  4,533,640.388 (meters)                     COMP
 DL7219  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC09
 DL7219  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DL7219  DYNAMIC HEIGHT  -        333.412 (meters)     1093.87  (feet) COMP
 DL7219  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 DL7219
 DL7219  HORZ ORDER      -  FIRST
 DL7219  VERT ORDER      -  SECOND    CLASS I
 DL7219  ELLP ORDER      -  THIRD     CLASS I
 DL7219
 DL7219.The horizontal coordinates were established by GPS observations
 DL7219.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7219
 DL7219.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7219.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7219
 DL7219.The horizontal coordinates are valid at the epoch date displayed above
 DL7219.which is a decimal equivalence of Year/Month/Day.
 DL7219
 DL7219.The orthometric height was determined by differential leveling and
 DL7219.adjusted in February 2011.
 DL7219
 DL7219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7219
 DL7219.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7219
 DL7219.The ellipsoidal height was determined by GPS observations
 DL7219.and is referenced to NAD 83.
 DL7219
 DL7219.The dynamic height is computed by dividing the NAVD 88
 DL7219.geopotential number by the normal gravity value computed on the
 DL7219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7219.degrees latitude (g = 980.6199 gals.).
 DL7219
 DL7219.The modeled gravity was interpolated from observed gravity values.
 DL7219
 DL7219. The following values were computed from the NAD 83(2007) position.
 DL7219
 DL7219;                    North         East     Units Scale Factor Converg.
 DL7219;SPC MN C     -   165,551.900   824,988.000   MT  1.00000604   +0 13 53.9
 DL7219;SPC MN C     -   543,148.19  2,706,648.13   sFT  1.00000604   +0 13 53.9
 DL7219;UTM  15      - 5,048,840.108   427,474.012   MT  0.99966467   -0 39 51.2
 DL7219
 DL7219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7219!SPC MN C     -   0.99995202  x   1.00000604  =   0.99995806
 DL7219!UTM  15      -   0.99995202  x   0.99966467  =   0.99961670
 DL7219
 DL7219:                Primary Azimuth Mark                     Grid Az
 DL7219:SPC MN C     -  0505 H                                   085 13 43.1
 DL7219:UTM  15      -  0505 H                                   086 07 28.2
 DL7219
 DL7219|---------------------------------------------------------------------|
 DL7219| PID    Reference Object                     Distance      Geod. Az  |
 DL7219|                                                           dddmmss.s |
 DL7219| AH3258 0505 H                              APPROX. 1.3 KM 0852737.0 |
 DL7219|---------------------------------------------------------------------|
 DL7219
 DL7219                          SUPERSEDED SURVEY CONTROL
 DL7219
 DL7219  NAVD 88 (10/16/09)  333.42   (m)         1093.9    (f) LEVELING    3  
 DL7219
 DL7219.Superseded values are not recommended for survey control.
 DL7219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7219.See file dsdata.txt to determine how the superseded data were derived.
 DL7219
 DL7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2747448840(NAD 83)
 DL7219
 DL7219_MARKER: DD = SURVEY DISK
 DL7219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7219_STAMPING: 0505 J RESET 2008
 DL7219_MARK LOGO: MNDT  
 DL7219_PROJECTION: FLUSH
 DL7219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7219+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2010
 DL7219_ROD/PIPE-DEPTH:  4.3 meters
 DL7219
 DL7219  HISTORY     - Date     Condition        Report By
 DL7219  HISTORY     - 20081014 MONUMENTED       MNDT
 DL7219  HISTORY     - 20101028 GOOD             MNDT
 DL7219
 DL7219                          STATION DESCRIPTION
 DL7219
 DL7219'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7219'1.25 MILES NORTH-NORTHEAST OF DUELM, 0.8 MILE WEST ALONG TRUNK HIGHWAY
 DL7219'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7219'HIGHWAY 95 MILEPOINT 6.2, 70.0 FEET SOUTH OF TRUNK HIGHWAY 95, 129.0
 DL7219'FEET EAST OF POWER POLE, 3.0 FEET WEST OF WITNESS POST.
 DL7219
 DL7219                          STATION RECOVERY (2010)
 DL7219
 DL7219'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DL7219'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7219'THE MARK IS 1.25 MILES NORTH-NORTHEAST OF DUELM, 0.8 MILE WEST ALONG
 DL7219'TRUNK HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY
 DL7219'25, AT TRUNK HIGHWAY 95 MILEPOINT 6.2, 70.0 FEET SOUTH OF TRUNK
 DL7219'HIGHWAY 95, 129.0 FEET EAST OF POWER POLE, 3.0 FEET WEST OF WITNESS
 DL7219'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7220 ***********************************************************************
 DL7220  DESIGNATION -  0505 K RESET
 DL7220  PID         -  DL7220
 DL7220  STATE/COUNTY-  MN/BENTON
 DL7220  COUNTRY     -  US
 DL7220  USGS QUAD   -  DUELM (1968)
 DL7220
 DL7220                         *CURRENT SURVEY CONTROL
 DL7220  ______________________________________________________________________
 DL7220* NAD 83(2007) POSITION- 45 35 20.48406(N) 093 57 16.03345(W)   ADJUSTED  
 DL7220* NAD 83(2007) ELLIP HT-   304.456 (meters)        (08/23/10)   ADJUSTED
 DL7220* NAD 83(2007) EPOCH   -  2002.00
 DL7220* NAVD 88 ORTHO HEIGHT -   331.758  (meters)    1088.44  (feet) ADJUSTED  
 DL7220  ______________________________________________________________________
 DL7220  NAD 83(2007) X  -   -308,354.767 (meters)                     COMP
 DL7220  NAD 83(2007) Y  - -4,460,632.489 (meters)                     COMP
 DL7220  NAD 83(2007) Z  -  4,533,616.191 (meters)                     COMP
 DL7220  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC09
 DL7220  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DL7220  DYNAMIC HEIGHT  -        331.750 (meters)     1088.42  (feet) COMP
 DL7220  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DL7220
 DL7220  HORZ ORDER      -  B
 DL7220  VERT ORDER      -  SECOND    CLASS I
 DL7220  ELLP ORDER      -  FOURTH    CLASS II
 DL7220
 DL7220.The horizontal coordinates were established by GPS observations
 DL7220.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DL7220
 DL7220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7220.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7220
 DL7220.The horizontal coordinates are valid at the epoch date displayed above
 DL7220.which is a decimal equivalence of Year/Month/Day.
 DL7220
 DL7220.The orthometric height was determined by differential leveling and
 DL7220.adjusted in February 2011.
 DL7220
 DL7220.Photographs are available for this station.
 DL7220
 DL7220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7220
 DL7220.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7220
 DL7220.The ellipsoidal height was determined by GPS observations
 DL7220.and is referenced to NAD 83.
 DL7220
 DL7220.The dynamic height is computed by dividing the NAVD 88
 DL7220.geopotential number by the normal gravity value computed on the
 DL7220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7220.degrees latitude (g = 980.6199 gals.).
 DL7220
 DL7220.The modeled gravity was interpolated from observed gravity values.
 DL7220
 DL7220. The following values were computed from the NAD 83(2007) position.
 DL7220
 DL7220;                    North         East     Units Scale Factor Converg.
 DL7220;SPC MN C     -   165,511.499   823,062.981   MT  1.00000610   +0 12 49.7
 DL7220;SPC MN C     -   543,015.64  2,700,332.46   sFT  1.00000610   +0 12 49.7
 DL7220;UTM  15      - 5,048,829.809   425,549.251   MT  0.99966815   -0 40 54.6
 DL7220
 DL7220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7220!SPC MN C     -   0.99995227  x   1.00000610  =   0.99995837
 DL7220!UTM  15      -   0.99995227  x   0.99966815  =   0.99962044
 DL7220
 DL7220                          SUPERSEDED SURVEY CONTROL
 DL7220
 DL7220  NAD 83(2007)-  45 35 20.48452(N)    093 57 16.03382(W) AD(2002.00) 1
 DL7220  ELLIP H (10/16/09)  304.440  (m)                       GP(2002.00) 3 1
 DL7220  NAVD 88 (08/23/10)  331.8    (m)  GEOID09 model used   GPS OBS        
 DL7220  NAVD 88 (10/16/09)  331.76   (m)         1088.4    (f) LEVELING    3  
 DL7220
 DL7220.Superseded values are not recommended for survey control.
 DL7220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7220.See file dsdata.txt to determine how the superseded data were derived.
 DL7220
 DL7220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2554948829(NAD 83)
 DL7220
 DL7220_MARKER: I = METAL ROD
 DL7220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7220_STAMPING: 0505 K 1997 2008
 DL7220_MARK LOGO: MNDT  
 DL7220_PROJECTION: FLUSH
 DL7220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7220+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 DL7220_ROD/PIPE-DEPTH:  3.0 meters
 DL7220
 DL7220  HISTORY     - Date     Condition        Report By
 DL7220  HISTORY     - 20081016 MONUMENTED       MNDT
 DL7220  HISTORY     - 20081216 GOOD             MNDT
 DL7220
 DL7220                          STATION DESCRIPTION
 DL7220
 DL7220'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7220'1.0 MILE NORTHWEST OF DUELM, 2.0 MILES WEST ON TRUNK HIGHWAY 95 FROM
 DL7220'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95
 DL7220'MILEPOINT 5.0, 73.5 FEET SOUTH OF TRUNK HIGHWAY 95, 25.5 FEET
 DL7220'NORTH-NORTHEAST OF POWER POLE, 76.0 FEET SOUTHEAST OF MILEPOINT 5, 2.1
 DL7220'FEET NORTH OF WITNESS POST.
 DL7220
 DL7220                          STATION RECOVERY (2008)
 DL7220
 DL7220'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DL7220'1.0 MILE NORTHWEST OF DUELM, 2.0 MILES WEST ON TRUNK HIGHWAY 95 FROM
 DL7220'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95
 DL7220'MILEPOINT 5.0, 73.5 FEET SOUTH OF TRUNK HIGHWAY 95, 25.5 FEET
 DL7220'NORTH-NORTHEAST OF POWER POLE, 76.0 FEET SOUTHEAST OF MILEPOINT 5, 2.1
 DL7220'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7266 ***********************************************************************
 DL7266  DESIGNATION -  0505 L RESET
 DL7266  PID         -  DL7266
 DL7266  STATE/COUNTY-  MN/BENTON
 DL7266  COUNTRY     -  US
 DL7266  USGS QUAD   -  DUELM (1968)
 DL7266
 DL7266                         *CURRENT SURVEY CONTROL
 DL7266  ______________________________________________________________________
 DL7266* NAD 83(2007) POSITION- 45 35 24.26116(N) 093 58 26.35837(W)   ADJUSTED  
 DL7266* NAD 83(2007) ELLIP HT-   292.779 (meters)        (10/16/09)   ADJUSTED
 DL7266* NAD 83(2007) EPOCH   -  2002.00
 DL7266* NAVD 88 ORTHO HEIGHT -   320.079  (meters)    1050.13  (feet) ADJUSTED  
 DL7266  ______________________________________________________________________
 DL7266  NAD 83(2007) X  -   -309,869.239 (meters)                     COMP
 DL7266  NAD 83(2007) Y  - -4,460,435.841 (meters)                     COMP
 DL7266  NAD 83(2007) Z  -  4,533,689.457 (meters)                     COMP
 DL7266  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC09
 DL7266  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DL7266  DYNAMIC HEIGHT  -        320.071 (meters)     1050.10  (feet) COMP
 DL7266  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DL7266
 DL7266  HORZ ORDER      -  FIRST
 DL7266  VERT ORDER      -  SECOND    CLASS I
 DL7266  ELLP ORDER      -  THIRD     CLASS I
 DL7266
 DL7266.The horizontal coordinates were established by GPS observations
 DL7266.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7266
 DL7266.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7266.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7266
 DL7266.The horizontal coordinates are valid at the epoch date displayed above
 DL7266.which is a decimal equivalence of Year/Month/Day.
 DL7266
 DL7266.The orthometric height was determined by differential leveling and
 DL7266.adjusted in February 2011.
 DL7266
 DL7266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7266
 DL7266.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7266
 DL7266.The ellipsoidal height was determined by GPS observations
 DL7266.and is referenced to NAD 83.
 DL7266
 DL7266.The dynamic height is computed by dividing the NAVD 88
 DL7266.geopotential number by the normal gravity value computed on the
 DL7266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7266.degrees latitude (g = 980.6199 gals.).
 DL7266
 DL7266.The modeled gravity was interpolated from observed gravity values.
 DL7266
 DL7266. The following values were computed from the NAD 83(2007) position.
 DL7266
 DL7266;                    North         East     Units Scale Factor Converg.
 DL7266;SPC MN C     -   165,622.610   821,538.189   MT  1.00000587   +0 11 58.8
 DL7266;SPC MN C     -   543,380.18  2,695,329.88   sFT  1.00000587   +0 11 58.8
 DL7266;UTM  15      - 5,048,964.692   424,026.894   MT  0.99967096   -0 41 44.9
 DL7266
 DL7266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7266!SPC MN C     -   0.99995410  x   1.00000587  =   0.99995997
 DL7266!UTM  15      -   0.99995410  x   0.99967096  =   0.99962508
 DL7266
 DL7266:                Primary Azimuth Mark                     Grid Az
 DL7266:SPC MN C     -  0505 M                                   263 45 14.3
 DL7266:UTM  15      -  0505 M                                   264 38 58.0
 DL7266
 DL7266|---------------------------------------------------------------------|
 DL7266| PID    Reference Object                     Distance      Geod. Az  |
 DL7266|                                                           dddmmss.s |
 DL7266| AH3252 0505 M                              APPROX. 1.2 KM 2635713.1 |
 DL7266|---------------------------------------------------------------------|
 DL7266
 DL7266                          SUPERSEDED SURVEY CONTROL
 DL7266
 DL7266  NAVD 88 (10/16/09)  320.08   (m)         1050.1    (f) LEVELING    3  
 DL7266
 DL7266.Superseded values are not recommended for survey control.
 DL7266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7266.See file dsdata.txt to determine how the superseded data were derived.
 DL7266
 DL7266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2402648964(NAD 83)
 DL7266
 DL7266_MARKER: I = METAL ROD
 DL7266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7266_STAMPING: 0505 L RESET 1997 2008
 DL7266_MARK LOGO: MNDT  
 DL7266_PROJECTION: RECESSED 5 CENTIMETERS
 DL7266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7266+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 DL7266_ROD/PIPE-DEPTH: 18.3 meters
 DL7266
 DL7266  HISTORY     - Date     Condition        Report By
 DL7266  HISTORY     - 20081216 MONUMENTED       MNDT
 DL7266
 DL7266                          STATION DESCRIPTION
 DL7266
 DL7266'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7266'1.25 MILES NORTHWEST OF DUELM, 2.9 MILES WEST ALONG TRUNK HIGHWAY 95
 DL7266'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 DL7266'HIGHWAY 95 MILEPOINT 4.1, ABOUT 300 FEET NORTH OF TRUNK HIGHWAY 95,
 DL7266'1.7 FEET WEST OF NORTH-SOUTH FENCE, 9.5 FEET EAST OF PRIVATE DRIVE
 DL7266'NUMBER 9073, 127.0 FEET SOUTH-SOUTHWEST OF POWER POLE, 88.5 FEET WEST
 DL7266'OF 7 INCH WHITE OAK TREE, 1.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3252 ***********************************************************************
 AH3252  DESIGNATION -  0505 M
 AH3252  PID         -  AH3252
 AH3252  STATE/COUNTY-  MN/BENTON
 AH3252  COUNTRY     -  US
 AH3252  USGS QUAD   -  DUELM (1968)
 AH3252
 AH3252                         *CURRENT SURVEY CONTROL
 AH3252  ______________________________________________________________________
 AH3252* NAD 83(2007) POSITION- 45 35 19.99900(N) 093 59 23.61541(W)   ADJUSTED  
 AH3252* NAD 83(2007) ELLIP HT-   297.085 (meters)        (02/10/07)   ADJUSTED
 AH3252* NAD 83(2007) EPOCH   -  2002.00
 AH3252* NAVD 88 ORTHO HEIGHT -   324.353  (meters)    1064.15  (feet) ADJUSTED  
 AH3252  ______________________________________________________________________
 AH3252  NAD 83(2007) X  -   -311,114.150 (meters)                     COMP
 AH3252  NAD 83(2007) Y  - -4,460,446.433 (meters)                     COMP
 AH3252  NAD 83(2007) Z  -  4,533,600.445 (meters)                     COMP
 AH3252  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC09
 AH3252  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AH3252  DYNAMIC HEIGHT  -        324.346 (meters)     1064.13  (feet) COMP
 AH3252  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 AH3252
 AH3252  VERT ORDER      -  SECOND    CLASS I
 AH3252
 AH3252  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3252  Type                                         Horiz  Ellip  Dist(km)
 AH3252  -------------------------------------------------------------------
 AH3252  NETWORK                                       0.50   0.63
 AH3252  -------------------------------------------------------------------
 AH3252  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.45      2.14
 AH3252  -------------------------------------------------------------------
 AH3252  NOTE: Click here for information on individual local accuracy
 AH3252  values and other accuracy information.
 AH3252
 AH3252
 AH3252.The horizontal coordinates were established by GPS observations
 AH3252.and adjusted by the National Geodetic Survey in February 2007.
 AH3252
 AH3252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3252.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3252
 AH3252.The horizontal coordinates are valid at the epoch date displayed above
 AH3252.which is a decimal equivalence of Year/Month/Day.
 AH3252
 AH3252.The orthometric height was determined by differential leveling and
 AH3252.adjusted in August 2004.
 AH3252
 AH3252.Photographs are available for this station.
 AH3252
 AH3252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3252
 AH3252.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3252
 AH3252.The ellipsoidal height was determined by GPS observations
 AH3252.and is referenced to NAD 83.
 AH3252
 AH3252.The dynamic height is computed by dividing the NAVD 88
 AH3252.geopotential number by the normal gravity value computed on the
 AH3252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3252.degrees latitude (g = 980.6199 gals.).
 AH3252
 AH3252.The modeled gravity was interpolated from observed gravity values.
 AH3252
 AH3252. The following values were computed from the NAD 83(2007) position.
 AH3252
 AH3252;                    North         East     Units Scale Factor Converg.
 AH3252;SPC MN C     -   165,486.823   820,297.521   MT  1.00000613   +0 11 17.4
 AH3252;SPC MN C     -   542,934.69  2,691,259.45   sFT  1.00000613   +0 11 17.4
 AH3252;UTM  15      - 5,048,848.349   422,784.671   MT  0.99967330   -0 42 25.7
 AH3252
 AH3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3252!SPC MN C     -   0.99995343  x   1.00000613  =   0.99995956
 AH3252!UTM  15      -   0.99995343  x   0.99967330  =   0.99962674
 AH3252
 AH3252:                Primary Azimuth Mark                     Grid Az
 AH3252:SPC MN C     -  0505 L RESET                             083 45 14.8
 AH3252:UTM  15      -  0505 L RESET                             084 38 57.9
 AH3252
 AH3252|---------------------------------------------------------------------|
 AH3252| PID    Reference Object                     Distance      Geod. Az  |
 AH3252|                                                           dddmmss.s |
 AH3252| DL7266 0505 L RESET                        APPROX. 1.2 KM 0835632.2 |
 AH3252| AH3253 0505 L                              APPROX. 1.2 KM 0835631.9 |
 AH3252|---------------------------------------------------------------------|
 AH3252
 AH3252                          SUPERSEDED SURVEY CONTROL
 AH3252
 AH3252  NAD 83(1996)-  45 35 19.99876(N)    093 59 23.61519(W) AD(       ) 1
 AH3252  ELLIP H (09/28/98)  297.124  (m)                       GP(       ) 4 1
 AH3252  NAVD 88 (09/28/98)  324.36   (m)         1064.2    (f) LEVELING    3  
 AH3252
 AH3252.Superseded values are not recommended for survey control.
 AH3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3252.See file dsdata.txt to determine how the superseded data were derived.
 AH3252
 AH3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2278448848(NAD 83)
 AH3252
 AH3252_MARKER: DD = SURVEY DISK
 AH3252_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3252_STAMPING: 0505 M 1997
 AH3252_MARK LOGO: MNDT  
 AH3252_PROJECTION: FLUSH
 AH3252_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3252+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 AH3252_ROD/PIPE-DEPTH:  9.1 meters
 AH3252
 AH3252  HISTORY     - Date     Condition        Report By
 AH3252  HISTORY     - 1997     MONUMENTED       MNDT
 AH3252  HISTORY     - 19970401 GOOD             MNDT
 AH3252  HISTORY     - 20081014 GOOD             MNDT
 AH3252  HISTORY     - 20081014 GOOD             MNDT
 AH3252
 AH3252                          STATION DESCRIPTION
 AH3252
 AH3252'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3252'3 MI (4.8 KM) WNW OF DUELM, 3.7 MI (6.0 KM) WEST ALONG TH 95 FROM JCT
 AH3252'OF TH 95 AND TH 25, AT TH 95 MP 3.3, 66.0 FT (20.1 M) SOUTH OF TH 95,
 AH3252'36.4 FT (11.1 M) WNW OF P-POLE, 3.0 FT (0.9 M) EAST OF WIT POST, FLUSH
 AH3252'WITH GROUND.
 AH3252
 AH3252                          STATION RECOVERY (1997)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3252'3 MI (4.8 KM) WNW OF DUELM, 3.7 MI (6.0 KM) WEST ALONG TH 95 FROM JCT
 AH3252'OF TH 95 AND TH 25, AT TH 95 MP 3.3, 66.0 FT (20.1 M) SOUTH OF TH 95,
 AH3252'36.4 FT (11.1 M) WNW OF P-POLE, 3.0 FT (0.9 M) EAST OF WIT POST, FLUSH
 AH3252'WITH GROUND.
 AH3252
 AH3252                          STATION RECOVERY (2008)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3252'3.0 MILES WEST-NORTHWEST OF DUELM, 3.7 MILES WEST ALONG TRUNK HIGHWAY
 AH3252'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25, AT TRUNK
 AH3252'HIGHWAY 95 MILEPOINT 3.3, 66.0 FEET SOUTH OF TRUNK HIGHWAY 95, 36.4
 AH3252'FEET WEST-NORTHWEST OF POWER POLE, 3.0 FEET EAST OF WITNESS POST.
 AH3252
 AH3252                          STATION RECOVERY (2008)
 AH3252
 AH3252'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3252'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH3252'THE MARK IS 3.0 MI (4.8 KM) WEST-NORTHWEST OF DUELM, 3.7 MI (6.0 KM)
 AH3252'WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 AH3252'TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 95 MILE POINT 3.3.
 AH3252' 
 AH3252'IT IS 66.0 FT (20.1 M) SOUTH OF TRUNK HIGHWAY 95, 36.4 FT (11.1 M)
 AH3252'WEST-NORTHWEST OF POWER POLE, 3.0 FT (0.9 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3251 ***********************************************************************
 AH3251  DESIGNATION -  0505 N
 AH3251  PID         -  AH3251
 AH3251  STATE/COUNTY-  MN/BENTON
 AH3251  COUNTRY     -  US
 AH3251  USGS QUAD   -  CABLE (1993)
 AH3251
 AH3251                         *CURRENT SURVEY CONTROL
 AH3251  ______________________________________________________________________
 AH3251* NAD 83(2007) POSITION- 45 35 16.07327(N) 094 00 27.17877(W)   ADJUSTED  
 AH3251* NAD 83(2007) ELLIP HT-   293.835 (meters)        (02/10/07)   ADJUSTED
 AH3251* NAD 83(2007) EPOCH   -  2002.00
 AH3251* NAVD 88 ORTHO HEIGHT -   321.097  (meters)    1053.47  (feet) ADJUSTED  
 AH3251  ______________________________________________________________________
 AH3251  NAD 83(2007) X  -   -312,494.575 (meters)                     COMP
 AH3251  NAD 83(2007) Y  - -4,460,434.448 (meters)                     COMP
 AH3251  NAD 83(2007) Z  -  4,533,513.303 (meters)                     COMP
 AH3251  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC09
 AH3251  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AH3251  DYNAMIC HEIGHT  -        321.089 (meters)     1053.44  (feet) COMP
 AH3251  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 AH3251
 AH3251  VERT ORDER      -  SECOND    CLASS I
 AH3251
 AH3251  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3251  Type                                         Horiz  Ellip  Dist(km)
 AH3251  -------------------------------------------------------------------
 AH3251  NETWORK                                       0.50   0.63
 AH3251  -------------------------------------------------------------------
 AH3251  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.47      1.70
 AH3251  -------------------------------------------------------------------
 AH3251  NOTE: Click here for information on individual local accuracy
 AH3251  values and other accuracy information.
 AH3251
 AH3251
 AH3251.The horizontal coordinates were established by GPS observations
 AH3251.and adjusted by the National Geodetic Survey in February 2007.
 AH3251
 AH3251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3251.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3251
 AH3251.The horizontal coordinates are valid at the epoch date displayed above
 AH3251.which is a decimal equivalence of Year/Month/Day.
 AH3251
 AH3251.The orthometric height was determined by differential leveling and
 AH3251.adjusted in February 2011.
 AH3251
 AH3251.Photographs are available for this station.
 AH3251
 AH3251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3251
 AH3251.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3251
 AH3251.The ellipsoidal height was determined by GPS observations
 AH3251.and is referenced to NAD 83.
 AH3251
 AH3251.The dynamic height is computed by dividing the NAVD 88
 AH3251.geopotential number by the normal gravity value computed on the
 AH3251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3251.degrees latitude (g = 980.6199 gals.).
 AH3251
 AH3251.The modeled gravity was interpolated from observed gravity values.
 AH3251
 AH3251. The following values were computed from the NAD 83(2007) position.
 AH3251
 AH3251;                    North         East     Units Scale Factor Converg.
 AH3251;SPC MN C     -   165,361.252   818,920.067   MT  1.00000638   +0 10 31.4
 AH3251;SPC MN C     -   542,522.71  2,686,740.25   sFT  1.00000638   +0 10 31.4
 AH3251;UTM  15      - 5,048,744.349   421,405.880   MT  0.99967594   -0 43 11.1
 AH3251
 AH3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3251!SPC MN C     -   0.99995394  x   1.00000638  =   0.99996032
 AH3251!UTM  15      -   0.99995394  x   0.99967594  =   0.99962989
 AH3251
 AH3251                          SUPERSEDED SURVEY CONTROL
 AH3251
 AH3251  NAD 83(1996)-  45 35 16.07304(N)    094 00 27.17855(W) AD(       ) 1
 AH3251  ELLIP H (09/28/98)  293.875  (m)                       GP(       ) 4 1
 AH3251  NAVD 88 (10/16/09)  321.10   (m)         1053.5    (f) LEVELING    3  
 AH3251  NAVD 88 (08/10/04)  321.082  (m)         1053.42   (f) SUPERSEDED  2 1
 AH3251  NAVD 88 (09/28/98)  321.08   (m)         1053.4    (f) LEVELING    3  
 AH3251
 AH3251.Superseded values are not recommended for survey control.
 AH3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3251.See file dsdata.txt to determine how the superseded data were derived.
 AH3251
 AH3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2140548744(NAD 83)
 AH3251
 AH3251_MARKER: DD = SURVEY DISK
 AH3251_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3251_STAMPING: 0505 N 1997
 AH3251_MARK LOGO: MNDT  
 AH3251_PROJECTION: RECESSED 25 CENTIMETERS
 AH3251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3251+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 AH3251_ROD/PIPE-DEPTH:  2.1 meters
 AH3251
 AH3251  HISTORY     - Date     Condition        Report By
 AH3251  HISTORY     - 1997     MONUMENTED       MNDT
 AH3251  HISTORY     - 19970401 GOOD             MNDT
 AH3251  HISTORY     - 20081014 GOOD             MNDT
 AH3251  HISTORY     - 20081014 GOOD             MNDT
 AH3251
 AH3251                          STATION DESCRIPTION
 AH3251
 AH3251'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3251'4.5 MI (7.2 KM) WNW OF DUELM, 2.1 MI (3.4 KM) EAST ALONG TH 95 FROM
 AH3251'JCT OF TH 95 AND TH 23 (7.5 MI ENE OF ST CLOUD) , AT TH 95 MP 2.4,
 AH3251'ABOUT 300 FT (91.4 M) SOUTH OF TH 95, 33.2 FT (10.1 M) EAST OF CO RD
 AH3251'25, 1.7 FT (0.5 M) WEST OF N-S FENCE, 83.2 FT (25.4 M) SSW OF 16 INCH
 AH3251'WHITE OAK TREE, 2.7 FT (0.8 M) NORTH OF WIT POST, FLUSH WITH GROUND.
 AH3251
 AH3251                          STATION RECOVERY (1997)
 AH3251
 AH3251'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3251'4.5 MI (7.2 KM) WNW OF DUELM, 2.1 MI (3.4 KM) EAST ALONG TH 95 FROM
 AH3251'JCT OF TH 95 AND TH 23 (7.5 MI ENE OF ST CLOUD) , AT TH 95 MP 2.4,
 AH3251'ABOUT 300 FT (91.4 M) SOUTH OF TH 95, 33.2 FT (10.1 M) EAST OF CO RD
 AH3251'25, 1.7 FT (0.5 M) WEST OF N-S FENCE, 83.2 FT (25.4 M) SSW OF 16 INCH
 AH3251'WHITE OAK TREE, 2.7 FT (0.8 M) NORTH OF WIT POST, FLUSH WITH GROUND.
 AH3251
 AH3251                          STATION RECOVERY (2008)
 AH3251
 AH3251'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3251'4.5 MILES WEST-NORTHWEST OF DUELM, 2.1 MILES EAST ALONG TRUNK HIGHWAY
 AH3251'95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23 (ABOUT 7.5
 AH3251'MILES EAST-NORTHEAST OF SAINT CLOUD), AT TRUNK HIGHWAY 95 MILEPOINT
 AH3251'2.4, 300 FEET SOUTH OF TRUNK HIGHWAY 95, 33.2 FEET EAST OF COUNTY ROAD
 AH3251'25, 2.7 FEET NORTH OF WITNESS POST.
 AH3251
 AH3251                          STATION RECOVERY (2008)
 AH3251
 AH3251'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3251'THE MARK IS 4.5 MI (7.2 KM) WEST-NORTHWEST OF DUELM, 2.1 MI (3.4 KM)
 AH3251'EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 AH3251'TRUNK HIGHWAY 23 (ABOUT 7.5 MI (12.1 KM) EAST-NORTHEAST OF SAINT
 AH3251'CLOUD), AT TRUNK HIGHWAY 95 MILE POINT 2.4.
 AH3251' 
 AH3251'IT IS 300 FT (91.4 M) SOUTH OF TRUNK HIGHWAY 95, 33.2 FT (10.1 M) EAST
 AH3251'OF COUNTY ROAD 25, 2.7 FT (0.8 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7267 ***********************************************************************
 DL7267  DESIGNATION -  0505 P RESET
 DL7267  PID         -  DL7267
 DL7267  STATE/COUNTY-  MN/BENTON
 DL7267  COUNTRY     -  US
 DL7267  USGS QUAD   -  CABLE (1993)
 DL7267
 DL7267                         *CURRENT SURVEY CONTROL
 DL7267  ______________________________________________________________________
 DL7267* NAD 83(2007) POSITION- 45 35 15.75784(N) 094 01 41.59439(W)   ADJUSTED  
 DL7267* NAD 83(2007) ELLIP HT-   292.063 (meters)        (10/16/09)   ADJUSTED
 DL7267* NAD 83(2007) EPOCH   -  2002.00
 DL7267* NAVD 88 ORTHO HEIGHT -   319.287  (meters)    1047.53  (feet) ADJUSTED  
 DL7267  ______________________________________________________________________
 DL7267  NAD 83(2007) X  -   -314,104.179 (meters)                     COMP
 DL7267  NAD 83(2007) Y  - -4,460,327.119 (meters)                     COMP
 DL7267  NAD 83(2007) Z  -  4,533,505.222 (meters)                     COMP
 DL7267  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DL7267  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DL7267  DYNAMIC HEIGHT  -        319.280 (meters)     1047.50  (feet) COMP
 DL7267  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DL7267
 DL7267  HORZ ORDER      -  FIRST
 DL7267  VERT ORDER      -  SECOND    CLASS I
 DL7267  ELLP ORDER      -  THIRD     CLASS I
 DL7267
 DL7267.The horizontal coordinates were established by GPS observations
 DL7267.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7267
 DL7267.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7267.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7267
 DL7267.The horizontal coordinates are valid at the epoch date displayed above
 DL7267.which is a decimal equivalence of Year/Month/Day.
 DL7267
 DL7267.The orthometric height was determined by differential leveling and
 DL7267.adjusted in February 2011.
 DL7267
 DL7267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7267
 DL7267.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7267
 DL7267.The ellipsoidal height was determined by GPS observations
 DL7267.and is referenced to NAD 83.
 DL7267
 DL7267.The dynamic height is computed by dividing the NAVD 88
 DL7267.geopotential number by the normal gravity value computed on the
 DL7267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7267.degrees latitude (g = 980.6199 gals.).
 DL7267
 DL7267.The modeled gravity was interpolated from observed gravity values.
 DL7267
 DL7267. The following values were computed from the NAD 83(2007) position.
 DL7267
 DL7267;                    North         East     Units Scale Factor Converg.
 DL7267;SPC MN C     -   165,346.786   817,306.998   MT  1.00000640   +0 09 37.6
 DL7267;SPC MN C     -   542,475.25  2,681,448.04   sFT  1.00000640   +0 09 37.6
 DL7267;UTM  15      - 5,048,755.079   419,793.313   MT  0.99967909   -0 44 04.3
 DL7267
 DL7267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7267!SPC MN C     -   0.99995421  x   1.00000640  =   0.99996061
 DL7267!UTM  15      -   0.99995421  x   0.99967909  =   0.99963332
 DL7267
 DL7267:                Primary Azimuth Mark                     Grid Az
 DL7267:SPC MN C     -  MINDEN                                   356 50 34.2
 DL7267:UTM  15      -  MINDEN                                   357 44 16.1
 DL7267
 DL7267|---------------------------------------------------------------------|
 DL7267| PID    Reference Object                     Distance      Geod. Az  |
 DL7267|                                                           dddmmss.s |
 DL7267| AH3250 MINDEN                              475.680 METERS 3570011.8 |
 DL7267|---------------------------------------------------------------------|
 DL7267
 DL7267                          SUPERSEDED SURVEY CONTROL
 DL7267
 DL7267  NAVD 88 (10/16/09)  319.29   (m)         1047.5    (f) LEVELING    3  
 DL7267
 DL7267.Superseded values are not recommended for survey control.
 DL7267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7267.See file dsdata.txt to determine how the superseded data were derived.
 DL7267
 DL7267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1979348755(NAD 83)
 DL7267
 DL7267_MARKER: I = METAL ROD
 DL7267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7267_STAMPING: 0505 P RESET 1997 2008
 DL7267_MARK LOGO: MNDT  
 DL7267_PROJECTION: FLUSH
 DL7267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7267+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 DL7267_ROD/PIPE-DEPTH:  4.6 meters
 DL7267
 DL7267  HISTORY     - Date     Condition        Report By
 DL7267  HISTORY     - 20081216 MONUMENTED       MNDT
 DL7267
 DL7267                          STATION DESCRIPTION
 DL7267
 DL7267'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7267'6.5 MILES EAST-NORTHEAST OF SAINT CLOUD, 1.1 MILES EAST ON TRUNK
 DL7267'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 23, AT
 DL7267'TRUNK HIGHWAY 95 MILEPOINT 1.4, 176.0 FEET SOUTH OF TRUNK HIGHWAY 95,
 DL7267'31 FEET EAST OF TOWNSHIP ROAD 9, 1.8 FEET SOUTH OF CONCRETE
 DL7267'RIGHT-OF-WAY POST, 95.0 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF
 DL7267'HOUSE, 2.2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0366 ***********************************************************************
 AI0366  DESIGNATION -  0505 Q
 AI0366  PID         -  AI0366
 AI0366  STATE/COUNTY-  MN/BENTON
 AI0366  COUNTRY     -  US
 AI0366  USGS QUAD   -  CABLE (1993)
 AI0366
 AI0366                         *CURRENT SURVEY CONTROL
 AI0366  ______________________________________________________________________
 AI0366* NAD 83(1986) POSITION- 45 35 17.4    (N) 094 02 30.1    (W)   HD_HELD2  
 AI0366* NAVD 88 ORTHO HEIGHT -   313.934  (meters)    1029.97  (feet) ADJUSTED  
 AI0366  ______________________________________________________________________
 AI0366  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 AI0366  DYNAMIC HEIGHT  -        313.927 (meters)     1029.94  (feet) COMP
 AI0366  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 AI0366
 AI0366  VERT ORDER      -  SECOND    CLASS I
 AI0366
 AI0366.The horizontal coordinates were established by autonomous hand held GPS
 AI0366.observations and have an estimated accuracy of +/- 10 meters.
 AI0366.
 AI0366.The orthometric height was determined by differential leveling and
 AI0366.adjusted in August 2004.
 AI0366
 AI0366.The dynamic height is computed by dividing the NAVD 88
 AI0366.geopotential number by the normal gravity value computed on the
 AI0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0366.degrees latitude (g = 980.6199 gals.).
 AI0366
 AI0366.The modeled gravity was interpolated from observed gravity values.
 AI0366
 AI0366;                    North         East    Units  Estimated Accuracy
 AI0366;SPC MN C     -   165,395.      816,255.      MT  (+/- 10 meters HH2 GPS)
 AI0366
 AI0366                          SUPERSEDED SURVEY CONTROL
 AI0366
 AI0366.No superseded survey control is available for this station.
 AI0366
 AI0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1874248819(NAD 83)
 AI0366
 AI0366_MARKER: DD = SURVEY DISK
 AI0366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0366_STAMPING: 0505 Q 1997
 AI0366_MARK LOGO: MNDT  
 AI0366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0366+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI0366
 AI0366  HISTORY     - Date     Condition        Report By
 AI0366  HISTORY     - 1997     MONUMENTED       MNDT
 AI0366
 AI0366                          STATION DESCRIPTION
 AI0366
 AI0366'DESCRIBED BY MN DEPT OF TRANSP 1997
 AI0366'6 MI (9.7 KM) ENE OF ST CLOUD, IN SE COR OF ABUT OF TH 95 BRDG NO
 AI0366'05015 OVER ELK RIVER, 0.45 MI (0.72 KM) EAST ALONG TH 95 FROM JCT OF
 AI0366'TH 95 AND TH 23, AT TH 95 MP 0.75, 25.0 FT (7.6 M) SOUTH OF TH 95,
 AI0366'17.6 FT (5.4 M) WEST OF SE COR OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8170 ***********************************************************************
 DK8170  DESIGNATION -  0505 R
 DK8170  PID         -  DK8170
 DK8170  STATE/COUNTY-  MN/BENTON
 DK8170  COUNTRY     -  US
 DK8170  USGS QUAD   -  SANTIAGO (1968)
 DK8170
 DK8170                         *CURRENT SURVEY CONTROL
 DK8170  ______________________________________________________________________
 DK8170* NAD 83(2007) POSITION- 45 35 21.01748(N) 093 45 35.41915(W)   ADJUSTED  
 DK8170* NAD 83(2007) ELLIP HT-   286.745 (meters)        (10/16/09)   ADJUSTED
 DK8170* NAD 83(2007) EPOCH   -  2002.00
 DK8170* NAVD 88 ORTHO HEIGHT -   314.279  (meters)    1031.10  (feet) ADJUSTED  
 DK8170  ______________________________________________________________________
 DK8170  NAD 83(2007) X  -   -293,200.119 (meters)                     COMP
 DK8170  NAD 83(2007) Y  - -4,461,630.028 (meters)                     COMP
 DK8170  NAD 83(2007) Z  -  4,533,615.064 (meters)                     COMP
 DK8170  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC09
 DK8170  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DK8170  DYNAMIC HEIGHT  -        314.272 (meters)     1031.07  (feet) COMP
 DK8170  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 DK8170
 DK8170  HORZ ORDER      -  FIRST
 DK8170  VERT ORDER      -  SECOND    CLASS I
 DK8170  ELLP ORDER      -  THIRD     CLASS I
 DK8170
 DK8170.The horizontal coordinates were established by GPS observations
 DK8170.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DK8170
 DK8170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8170.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8170
 DK8170.The horizontal coordinates are valid at the epoch date displayed above
 DK8170.which is a decimal equivalence of Year/Month/Day.
 DK8170
 DK8170.The orthometric height was determined by differential leveling and
 DK8170.adjusted in May 2009.
 DK8170
 DK8170.Photographs are available for this station.
 DK8170
 DK8170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8170
 DK8170.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8170
 DK8170.The ellipsoidal height was determined by GPS observations
 DK8170.and is referenced to NAD 83.
 DK8170
 DK8170.The dynamic height is computed by dividing the NAVD 88
 DK8170.geopotential number by the normal gravity value computed on the
 DK8170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8170.degrees latitude (g = 980.6199 gals.).
 DK8170
 DK8170.The modeled gravity was interpolated from observed gravity values.
 DK8170
 DK8170. The following values were computed from the NAD 83(2007) position.
 DK8170
 DK8170;                    North         East     Units Scale Factor Converg.
 DK8170;SPC MN C     -   165,603.293   838,249.530   MT  1.00000607   +0 21 16.5
 DK8170;SPC MN C     -   543,316.80  2,750,157.00   sFT  1.00000607   +0 21 16.5
 DK8170;UTM  15      - 5,048,684.030   440,730.049   MT  0.99964319   -0 32 34.1
 DK8170
 DK8170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8170!SPC MN C     -   0.99995505  x   1.00000607  =   0.99996112
 DK8170!UTM  15      -   0.99995505  x   0.99964319  =   0.99959825
 DK8170
 DK8170                          SUPERSEDED SURVEY CONTROL
 DK8170
 DK8170  NAVD 88 (10/16/09)  314.28   (m)         1031.1    (f) LEVELING    3  
 DK8170
 DK8170.Superseded values are not recommended for survey control.
 DK8170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8170.See file dsdata.txt to determine how the superseded data were derived.
 DK8170
 DK8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4073048684(NAD 83)
 DK8170
 DK8170_MARKER: DD = SURVEY DISK
 DK8170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8170_STAMPING: 0505 R 2006
 DK8170_MARK LOGO: MNDT  
 DK8170_PROJECTION: FLUSH
 DK8170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8170+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2008
 DK8170_ROD/PIPE-DEPTH:  5.8 meters
 DK8170
 DK8170  HISTORY     - Date     Condition        Report By
 DK8170  HISTORY     - 2006     MONUMENTED       MNDT
 DK8170  HISTORY     - 20081014 GOOD             MNDT
 DK8170
 DK8170                          STATION DESCRIPTION
 DK8170
 DK8170'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK8170'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF DUELM, 8.1 MI
 DK8170'(13.0 KM) SOUTHEAST OF RONNEBY AND 4.5 MI (7.2 KM) NORTHEAST OF
 DK8170'SANTIAGO, 0.90 MI (1.4 KM) NORTH NORTHWEST OF GLENDORADO, 7.45 MI
 DK8170'(12.0 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION TRUNK HIGHWAY
 DK8170'95 AND TRUNK HIGHWAY 25 IN DUELM, AT TRUNK HIGHWAY 95 MILE POINT 14.4,
 DK8170'102.4 FT (31.2 M) NORTH OF TRUNK HIGHWAY 95, 17.4 FT (5.3 M) WEST 0F
 DK8170'TRAIL NORTH, 3.2 FT (1.0 M) WEST OF RIGHT OF WAY AND CONTROLLED ACCESS
 DK8170'SIGN AND POST, 2.3 FT (0.7 M) SOUTH OF A WITNESS POST.
 DK8170
 DK8170                          STATION RECOVERY (2008)
 DK8170
 DK8170'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK8170'0.9 MILE NORTH NORTHWEST OF GLENDORADO, 7.45 MILES EAST ALONG TRUNK
 DK8170'HIGHWAY 95 FROM THE JUNCTION TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 25 IN
 DK8170'DUELM, AT TRUNK HIGHWAY 95 MILEPOINT 14.4, 102.4 FEET NORTH OF TRUNK
 DK8170'HIGHWAY 95, 17 FEET WEST 0F TRAIL NORTH, 3.2 FEET WEST OF RIGHT-OF-WAY
 DK8170'AND CONTROLLED ACCESS SIGNPOST, 2.3 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8171 ***********************************************************************
 DK8171  DESIGNATION -  0505 R1
 DK8171  PID         -  DK8171
 DK8171  STATE/COUNTY-  MN/BENTON
 DK8171  COUNTRY     -  US
 DK8171  USGS QUAD   -  SANTIAGO (1968)
 DK8171
 DK8171                         *CURRENT SURVEY CONTROL
 DK8171  ______________________________________________________________________
 DK8171* NAD 83(1986) POSITION- 45 34 00.5    (N) 093 46 11.7    (W)   HD_HELD2  
 DK8171* NAVD 88 ORTHO HEIGHT -   315.048  (meters)    1033.62  (feet) ADJUSTED  
 DK8171  ______________________________________________________________________
 DK8171  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DK8171  DYNAMIC HEIGHT  -        315.041 (meters)     1033.60  (feet) COMP
 DK8171  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 DK8171
 DK8171  VERT ORDER      -  SECOND    CLASS I
 DK8171
 DK8171.The horizontal coordinates were established by autonomous hand held GPS
 DK8171.observations and have an estimated accuracy of +/- 10 meters.
 DK8171.
 DK8171.The orthometric height was determined by differential leveling and
 DK8171.adjusted in May 2009.
 DK8171
 DK8171.No vertical observational check was made to the station.
 DK8171
 DK8171.The dynamic height is computed by dividing the NAVD 88
 DK8171.geopotential number by the normal gravity value computed on the
 DK8171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8171.degrees latitude (g = 980.6199 gals.).
 DK8171
 DK8171.The modeled gravity was interpolated from observed gravity values.
 DK8171
 DK8171;                    North         East    Units  Estimated Accuracy
 DK8171;SPC MN C     -   163,113.      837,478.      MT  (+/- 10 meters HH2 GPS)
 DK8171
 DK8171                          SUPERSEDED SURVEY CONTROL
 DK8171
 DK8171.No superseded survey control is available for this station.
 DK8171
 DK8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3992046206(NAD 83)
 DK8171
 DK8171_MARKER: DD = SURVEY DISK
 DK8171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8171_STAMPING: 0505 R1 2006
 DK8171_MARK LOGO: MNDT  
 DK8171_PROJECTION: FLUSH
 DK8171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8171+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2006
 DK8171_ROD/PIPE-DEPTH:  7.6 meters
 DK8171
 DK8171  HISTORY     - Date     Condition        Report By
 DK8171  HISTORY     - 20061024 MONUMENTED       MNDT
 DK8171
 DK8171                          STATION DESCRIPTION
 DK8171
 DK8171'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK8171'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF ORROCK, 8.0 MI
 DK8171'(12.9 KM) EAST OF DUELM AND 3.1 MI (5.0 KM) NORTHEAST OF SANTIAGO,
 DK8171'0.75 MI (1.2 KM) SOUTH OF GLENDORADO, 6.95 MI (11.2 KM) EAST ALONG
 DK8171'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK8171'HIGHWAY 25 IN DUELM TO TRUNK HIGHWAY 95 MILE POINT 13.90, THENCE 1.5
 DK8171'MI (2.4 KM) SOUTH ON COUNTY ROAD 9, 49.4 FT (15.1 M) WEST OF COUNTY
 DK8171'ROAD 9, 52.4 FT (16.0 M) SOUTH OF SECOND STREET SOUTHEAST, 24.6 FT
 DK8171'(7.5 M) SOUTH SOUTHWEST OF POWER POLE, 18.0 FT (5.5 M) SOUTH OF RIGHT
 DK8171'OF WAY SIGN AND POST, 2.1 FT (0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8172 ***********************************************************************
 DK8172  DESIGNATION -  0505 R2
 DK8172  PID         -  DK8172
 DK8172  STATE/COUNTY-  MN/BENTON
 DK8172  COUNTRY     -  US
 DK8172  USGS QUAD   -  SANTIAGO (1968)
 DK8172
 DK8172                         *CURRENT SURVEY CONTROL
 DK8172  ______________________________________________________________________
 DK8172* NAD 83(1986) POSITION- 45 33 35.2    (N) 093 46 00.2    (W)   HD_HELD2  
 DK8172* NAVD 88 ORTHO HEIGHT -   311.991  (meters)    1023.59  (feet) ADJUSTED  
 DK8172  ______________________________________________________________________
 DK8172  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DK8172  DYNAMIC HEIGHT  -        311.984 (meters)     1023.57  (feet) COMP
 DK8172  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 DK8172
 DK8172  VERT ORDER      -  SECOND    CLASS I
 DK8172
 DK8172.The horizontal coordinates were established by autonomous hand held GPS
 DK8172.observations and have an estimated accuracy of +/- 10 meters.
 DK8172.
 DK8172.The orthometric height was determined by differential leveling and
 DK8172.adjusted in May 2009.
 DK8172
 DK8172.No vertical observational check was made to the station.
 DK8172
 DK8172.The dynamic height is computed by dividing the NAVD 88
 DK8172.geopotential number by the normal gravity value computed on the
 DK8172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8172.degrees latitude (g = 980.6199 gals.).
 DK8172
 DK8172.The modeled gravity was interpolated from observed gravity values.
 DK8172
 DK8172;                    North         East    Units  Estimated Accuracy
 DK8172;SPC MN C     -   162,333.      837,732.      MT  (+/- 10 meters HH2 GPS)
 DK8172
 DK8172                          SUPERSEDED SURVEY CONTROL
 DK8172
 DK8172.No superseded survey control is available for this station.
 DK8172
 DK8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4016145423(NAD 83)
 DK8172
 DK8172_MARKER: DD = SURVEY DISK
 DK8172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8172_STAMPING: 0505 R2 2006
 DK8172_MARK LOGO: MNDT  
 DK8172_PROJECTION: FLUSH
 DK8172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8172+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2006
 DK8172_ROD/PIPE-DEPTH:  8.2 meters
 DK8172
 DK8172  HISTORY     - Date     Condition        Report By
 DK8172  HISTORY     - 20061024 MONUMENTED       MNDT
 DK8172
 DK8172                          STATION DESCRIPTION
 DK8172
 DK8172'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK8172'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST OF DUELM, 8.1 MI
 DK8172'(13.0 KM) NORTH OF ORROCK AND 2.9 MI (4.7 KM) EAST-NORTHEAST OF
 DK8172'SANTIAGO, 1.30 MI (2.1 KM) SOUTH SOUTHEAST OF GLENDORADO, 6.95 MI
 DK8172'(11.2 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK
 DK8172'HIGHWAY 95 AND TRUNK HIGHWAY 25 IN DUELM TO TRUNK HIGHWAY 95 MILE
 DK8172'POINT 13.90, THENCE 2.15 MI (3.5 KM) SOUTH SOUTHEAST ON COUNTY ROAD 9,
 DK8172'49.4 FT (15.1 M) NORTH OF COUNTY ROAD 9, 11.9 FT (3.6 M) WEST OF RIGHT
 DK8172'OF WAY SIGN AND POST, 25.0 EAST OF A FIELD ENTRANCE, 1.8 FT (0.5 M)
 DK8172'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4969 ***********************************************************************
 DM4969  DESIGNATION -  0505 S
 DM4969  PID         -  DM4969
 DM4969  STATE/COUNTY-  MN/BENTON
 DM4969  COUNTRY     -  US
 DM4969  USGS QUAD   -  SANTIAGO (1968)
 DM4969
 DM4969                         *CURRENT SURVEY CONTROL
 DM4969  ______________________________________________________________________
 DM4969* NAD 83(1986) POSITION- 45 35 19.     (N) 093 51 01.     (W)   SCALED    
 DM4969* NAVD 88 ORTHO HEIGHT -   317.590  (meters)    1041.96  (feet) ADJUSTED  
 DM4969  ______________________________________________________________________
 DM4969  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DM4969  DYNAMIC HEIGHT  -        317.582 (meters)     1041.93  (feet) COMP
 DM4969  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DM4969
 DM4969  VERT ORDER      -  SECOND    CLASS I
 DM4969
 DM4969.The horizontal coordinates were scaled from a topographic map and have
 DM4969.an estimated accuracy of +/- 6 seconds.
 DM4969.
 DM4969.The orthometric height was determined by differential leveling and
 DM4969.adjusted in February 2011.
 DM4969
 DM4969.The dynamic height is computed by dividing the NAVD 88
 DM4969.geopotential number by the normal gravity value computed on the
 DM4969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4969.degrees latitude (g = 980.6199 gals.).
 DM4969
 DM4969.The modeled gravity was interpolated from observed gravity values.
 DM4969
 DM4969;                    North         East    Units  Estimated Accuracy
 DM4969;SPC MN C     -   165,500.      831,190.      MT  (+/- 180 meters Scaled)
 DM4969
 DM4969                          SUPERSEDED SURVEY CONTROL
 DM4969
 DM4969.No superseded survey control is available for this station.
 DM4969
 DM4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL336486(NAD 83)
 DM4969
 DM4969_MARKER: DD = SURVEY DISK
 DM4969_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4969_SP_SET: BRIDGE RAILING
 DM4969_STAMPING: 0505 S 2008
 DM4969_MARK LOGO: MNDT  
 DM4969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4969+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2008
 DM4969
 DM4969  HISTORY     - Date     Condition        Report By
 DM4969  HISTORY     - 2000     MONUMENTED       MNDT
 DM4969  HISTORY     - 20081028 GOOD             MNDT
 DM4969
 DM4969                          STATION DESCRIPTION
 DM4969
 DM4969'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4969'THE MARK IS 4.0 MI (6.4 KM) WEST OF GLENDORADO, IN RAIL IN SOUTHEAST
 DM4969'CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMMBER 05014 OVER SAINT FRANCIS
 DM4969'RIVER, 3.9 MI (6.3 KM) WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION
 DM4969'OF TRUNK HIGHWAY 95 AND COUNTY ROAD 9 IN GLENORADO, AT TRUNK HIGHWAY
 DM4969'95 MILEPOST 10.05.
 DM4969' 
 DM4969'IT IS 24.5 FT (7.5 M) SOUTH OF TRUNK HIGHWAY 95.
 DM4969' 
 DM4969'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2000 THEN STAMPED WHEN USED IN
 DM4969'2008.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9956 ***********************************************************************
 DM9956  DESIGNATION -  0506 A
 DM9956  PID         -  DM9956
 DM9956  STATE/COUNTY-  MN/BENTON
 DM9956  COUNTRY     -  US
 DM9956  USGS QUAD   -  DUELM (1968)
 DM9956
 DM9956                         *CURRENT SURVEY CONTROL
 DM9956  ______________________________________________________________________
 DM9956* NAD 83(2007) POSITION- 45 33 36.14213(N) 093 54 53.28354(W)   ADJUSTED  
 DM9956* NAD 83(2007) ELLIP HT-   277.808 (meters)        (07/18/11)   ADJUSTED
 DM9956* NAD 83(2007) EPOCH   -  2002.00
 DM9956* NAVD 88 ORTHO HEIGHT -   305.20   (meters)    1001.3   (feet) LEVELING  
 DM9956  ______________________________________________________________________
 DM9956  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DM9956  NAD 83(2007) X  -   -305,423.419 (meters)                     COMP
 DM9956  NAD 83(2007) Y  - -4,463,121.519 (meters)                     COMP
 DM9956  NAD 83(2007) Z  -  4,531,342.170 (meters)                     COMP
 DM9956  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 DM9956  HORZ ORDER      -  FIRST
 DM9956  VERT ORDER      -  THIRD ?
 DM9956  ELLP ORDER      -  FIRST     CLASS II
 DM9956
 DM9956.The horizontal coordinates were established by GPS observations
 DM9956.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9956
 DM9956.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9956.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9956
 DM9956.The horizontal coordinates are valid at the epoch date displayed above
 DM9956.which is a decimal equivalence of Year/Month/Day.
 DM9956
 DM9956.The orthometric height was determined by differential leveling.
 DM9956.The vertical network tie was performed by a horz. field party for horz.
 DM9956.obs reductions. Reset procedures were used to establish the elevation.
 DM9956
 DM9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9956
 DM9956.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9956
 DM9956.The ellipsoidal height was determined by GPS observations
 DM9956.and is referenced to NAD 83.
 DM9956
 DM9956. The following values were computed from the NAD 83(2007) position.
 DM9956
 DM9956;                    North         East     Units Scale Factor Converg.
 DM9956;SPC MN C     -   162,302.464   826,170.903   MT  1.00001275   +0 14 32.9
 DM9956;SPC MN C     -   532,487.33  2,710,529.04   sFT  1.00001275   +0 14 32.9
 DM9956;UTM  15      - 5,045,573.705   428,605.580   MT  0.99966267   -0 39 11.5
 DM9956
 DM9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9956!SPC MN C     -   0.99995645  x   1.00001275  =   0.99996920
 DM9956!UTM  15      -   0.99995645  x   0.99966267  =   0.99961913
 DM9956
 DM9956                          SUPERSEDED SURVEY CONTROL
 DM9956
 DM9956.No superseded survey control is available for this station.
 DM9956
 DM9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2860545573(NAD 83)
 DM9956
 DM9956_MARKER: I = METAL ROD
 DM9956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9956_STAMPING: 0506 A 2010
 DM9956_MARK LOGO: MNDT  
 DM9956_PROJECTION: RECESSED 5 CENTIMETERS
 DM9956_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9956+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2010
 DM9956_ROD/PIPE-DEPTH: 22.9 meters
 DM9956
 DM9956  HISTORY     - Date     Condition        Report By
 DM9956  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9956  HISTORY     - 20101109 GOOD             MNDT
 DM9956
 DM9956                          STATION DESCRIPTION
 DM9956
 DM9956'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9956'THE MARK IS 1.0 MILE SOUTHWEST OF DUELM, 0.8 MILE SOUTH ALONG TRUNK
 DM9956'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 10, AT
 DM9956'TRUNK HIGHWAY 25 MILEPOINT 91.80, 60.5 FEET EAST OF TRUNK HIGHWAY 25,
 DM9956'36.7 FEET NORTH OF 121ST AVENUE (BENTON/SHERBURNE COUNTY LINE), 1.2
 DM9956'FEET SOUTH OF WITNESS POST.
 DM9956
 DM9956                          STATION RECOVERY (2010)
 DM9956
 DM9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9956'RECOVERED AS DESCRIBED.
 DM9956' 
 DM9956'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9956'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9956'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9956'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9957 ***********************************************************************
 DM9957  DESIGNATION -  0506 B
 DM9957  PID         -  DM9957
 DM9957  STATE/COUNTY-  MN/BENTON
 DM9957  COUNTRY     -  US
 DM9957  USGS QUAD   -  DUELM (1968)
 DM9957
 DM9957                         *CURRENT SURVEY CONTROL
 DM9957  ______________________________________________________________________
 DM9957* NAD 83(2007) POSITION- 45 34 56.48809(N) 093 54 51.25203(W)   ADJUSTED  
 DM9957* NAD 83(2007) ELLIP HT-   297.719 (meters)        (07/18/11)   ADJUSTED
 DM9957* NAD 83(2007) EPOCH   -  2002.00
 DM9957* NAVD 88 ORTHO HEIGHT -   325.08   (meters)    1066.5   (feet) LEVELING  
 DM9957  ______________________________________________________________________
 DM9957  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DM9957  NAD 83(2007) X  -   -305,259.487 (meters)                     COMP
 DM9957  NAD 83(2007) Y  - -4,461,371.090 (meters)                     COMP
 DM9957  NAD 83(2007) Z  -  4,533,092.890 (meters)                     COMP
 DM9957  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC09
 DM9957  HORZ ORDER      -  FIRST
 DM9957  VERT ORDER      -  THIRD ?
 DM9957  ELLP ORDER      -  FIRST     CLASS II
 DM9957
 DM9957.The horizontal coordinates were established by GPS observations
 DM9957.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9957
 DM9957.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9957.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9957
 DM9957.The horizontal coordinates are valid at the epoch date displayed above
 DM9957.which is a decimal equivalence of Year/Month/Day.
 DM9957
 DM9957.The orthometric height was determined by differential leveling.
 DM9957.The vertical network tie was performed by a horz. field party for horz.
 DM9957.obs reductions. Reset procedures were used to establish the elevation.
 DM9957
 DM9957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9957
 DM9957.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9957
 DM9957.The ellipsoidal height was determined by GPS observations
 DM9957.and is referenced to NAD 83.
 DM9957
 DM9957. The following values were computed from the NAD 83(2007) position.
 DM9957
 DM9957;                    North         East     Units Scale Factor Converg.
 DM9957;SPC MN C     -   164,783.177   826,204.446   MT  1.00000761   +0 14 34.4
 DM9957;SPC MN C     -   540,626.14  2,710,639.09   sFT  1.00000761   +0 14 34.4
 DM9957;UTM  15      - 5,048,052.729   428,677.877   MT  0.99966254   -0 39 10.9
 DM9957
 DM9957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9957!SPC MN C     -   0.99995333  x   1.00000761  =   0.99996094
 DM9957!UTM  15      -   0.99995333  x   0.99966254  =   0.99961588
 DM9957
 DM9957                          SUPERSEDED SURVEY CONTROL
 DM9957
 DM9957.No superseded survey control is available for this station.
 DM9957
 DM9957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2867748052(NAD 83)
 DM9957
 DM9957_MARKER: I = METAL ROD
 DM9957_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9957_STAMPING: 0506 B 2010
 DM9957_MARK LOGO: MNDT  
 DM9957_PROJECTION: RECESSED 5 CENTIMETERS
 DM9957_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9957+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2010
 DM9957_ROD/PIPE-DEPTH:  4.0 meters
 DM9957
 DM9957  HISTORY     - Date     Condition        Report By
 DM9957  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9957  HISTORY     - 20101109 GOOD             MNDT
 DM9957
 DM9957                          STATION DESCRIPTION
 DM9957
 DM9957'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9957'THE MARK IS 6.0 MILES SOUTH OF FOLEY, 5.7 MILES SOUTH ALONG TRUNK
 DM9957'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9957'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 93.40, 0.5 MILE SOUTH OF JUNCTION
 DM9957'OF TRUNK HIGHWAY 25/TRUNK HIGHWAY 95, 171.9 FEET WEST OF TRUNK HIGHWAY
 DM9957'25, 34.7 FEET NORTH OF 10TH STREET NORTHEAST, 2.4 FEET EAST OF WITNESS
 DM9957'POST.
 DM9957
 DM9957                          STATION RECOVERY (2010)
 DM9957
 DM9957'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9957'RECOVERED AS DESCRIBED.
 DM9957' 
 DM9957'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9957'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9957'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9957'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9958 ***********************************************************************
 DM9958  DESIGNATION -  0507 A
 DM9958  PID         -  DM9958
 DM9958  STATE/COUNTY-  MN/BENTON
 DM9958  COUNTRY     -  US
 DM9958  USGS QUAD   -  DUELM (1968)
 DM9958
 DM9958                         *CURRENT SURVEY CONTROL
 DM9958  ______________________________________________________________________
 DM9958* NAD 83(2007) POSITION- 45 36 28.54118(N) 093 54 50.21644(W)   ADJUSTED  
 DM9958* NAD 83(2007) ELLIP HT-   310.268 (meters)        (07/18/11)   ADJUSTED
 DM9958* NAD 83(2007) EPOCH   -  2002.00
 DM9958* NAVD 88 ORTHO HEIGHT -   337.60   (meters)    1107.6   (feet) LEVELING  
 DM9958  ______________________________________________________________________
 DM9958  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DM9958  NAD 83(2007) X  -   -305,099.093 (meters)                     COMP
 DM9958  NAD 83(2007) Y  - -4,459,355.680 (meters)                     COMP
 DM9958  NAD 83(2007) Z  -  4,535,090.545 (meters)                     COMP
 DM9958  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC09
 DM9958  HORZ ORDER      -  FIRST
 DM9958  VERT ORDER      -  THIRD ?
 DM9958  ELLP ORDER      -  FIRST     CLASS II
 DM9958
 DM9958.The horizontal coordinates were established by GPS observations
 DM9958.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9958
 DM9958.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9958.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9958
 DM9958.The horizontal coordinates are valid at the epoch date displayed above
 DM9958.which is a decimal equivalence of Year/Month/Day.
 DM9958
 DM9958.The orthometric height was determined by differential leveling.
 DM9958.The vertical network tie was performed by a horz. field party for horz.
 DM9958.obs reductions. Reset procedures were used to establish the elevation.
 DM9958
 DM9958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9958
 DM9958.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9958
 DM9958.The ellipsoidal height was determined by GPS observations
 DM9958.and is referenced to NAD 83.
 DM9958
 DM9958. The following values were computed from the NAD 83(2007) position.
 DM9958
 DM9958;                    North         East     Units Scale Factor Converg.
 DM9958;SPC MN C     -   167,625.231   826,214.838   MT  1.00000190   +0 14 35.1
 DM9958;SPC MN C     -   549,950.45  2,710,673.18   sFT  1.00000190   +0 14 35.1
 DM9958;UTM  15      - 5,050,893.300   428,732.695   MT  0.99966244   -0 39 11.2
 DM9958
 DM9958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9958!SPC MN C     -   0.99995136  x   1.00000190  =   0.99995326
 DM9958!UTM  15      -   0.99995136  x   0.99966244  =   0.99961382
 DM9958
 DM9958:                Primary Azimuth Mark                     Grid Az
 DM9958:SPC MN C     -  0507 B                                   000 53 04.5
 DM9958:UTM  15      -  0507 B                                   001 46 50.8
 DM9958
 DM9958|---------------------------------------------------------------------|
 DM9958| PID    Reference Object                     Distance      Geod. Az  |
 DM9958|                                                           dddmmss.s |
 DM9958| DM9959 0507 B                              APPROX. 1.3 KM 0010739.6 |
 DM9958|---------------------------------------------------------------------|
 DM9958
 DM9958                          SUPERSEDED SURVEY CONTROL
 DM9958
 DM9958.No superseded survey control is available for this station.
 DM9958
 DM9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2873250893(NAD 83)
 DM9958
 DM9958_MARKER: I = METAL ROD
 DM9958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9958_STAMPING: 0507 A 2010
 DM9958_MARK LOGO: MNDT  
 DM9958_PROJECTION: RECESSED 8 CENTIMETERS
 DM9958_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9958+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2010
 DM9958_ROD/PIPE-DEPTH:  3.0 meters
 DM9958
 DM9958  HISTORY     - Date     Condition        Report By
 DM9958  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9958  HISTORY     - 20101109 GOOD             MNDT
 DM9958
 DM9958                          STATION DESCRIPTION
 DM9958
 DM9958'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9958'THE MARK IS 4.0 MILES SOUTH OF FOLEY, 3.9 MILES SOUTH ALONG TRUNK
 DM9958'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9958'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 95.10, 65.4 FEET WEST OF TRUNK
 DM9958'HIGHWAY 25, 19.7 FEET NORTH OF FIELD ENTRANCE, 2.5 FEET SOUTH OF
 DM9958'WITNESS POST.
 DM9958
 DM9958                          STATION RECOVERY (2010)
 DM9958
 DM9958'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9958'RECOVERED AS DESCRIBED.
 DM9958' 
 DM9958'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9958'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9958'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9958'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9959 ***********************************************************************
 DM9959  DESIGNATION -  0507 B
 DM9959  PID         -  DM9959
 DM9959  STATE/COUNTY-  MN/BENTON
 DM9959  COUNTRY     -  US
 DM9959  USGS QUAD   -  DUELM (1968)
 DM9959
 DM9959                         *CURRENT SURVEY CONTROL
 DM9959  ______________________________________________________________________
 DM9959* NAD 83(2007) POSITION- 45 37 09.65880(N) 093 54 49.06305(W)   ADJUSTED  
 DM9959* NAD 83(2007) ELLIP HT-   310.082 (meters)        (07/18/11)   ADJUSTED
 DM9959* NAD 83(2007) EPOCH   -  2002.00
 DM9959* NAVD 88 ORTHO HEIGHT -   337.41   (meters)    1107.0   (feet) LEVELING  
 DM9959  ______________________________________________________________________
 DM9959  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DM9959  NAD 83(2007) X  -   -305,012.227 (meters)                     COMP
 DM9959  NAD 83(2007) Y  - -4,458,452.140 (meters)                     COMP
 DM9959  NAD 83(2007) Z  -  4,535,978.417 (meters)                     COMP
 DM9959  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 DM9959  HORZ ORDER      -  FIRST
 DM9959  VERT ORDER      -  THIRD ?
 DM9959  ELLP ORDER      -  FIRST     CLASS II
 DM9959
 DM9959.The horizontal coordinates were established by GPS observations
 DM9959.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9959
 DM9959.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9959.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9959
 DM9959.The horizontal coordinates are valid at the epoch date displayed above
 DM9959.which is a decimal equivalence of Year/Month/Day.
 DM9959
 DM9959.The orthometric height was determined by differential leveling.
 DM9959.The vertical network tie was performed by a horz. field party for horz.
 DM9959.obs reductions. Reset procedures were used to establish the elevation.
 DM9959
 DM9959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9959
 DM9959.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9959
 DM9959.The ellipsoidal height was determined by GPS observations
 DM9959.and is referenced to NAD 83.
 DM9959
 DM9959. The following values were computed from the NAD 83(2007) position.
 DM9959
 DM9959;                    North         East     Units Scale Factor Converg.
 DM9959;SPC MN C     -   168,894.762   826,234.440   MT  0.99999942   +0 14 36.0
 DM9959;SPC MN C     -   554,115.56  2,710,737.49   sFT  0.99999942   +0 14 36.0
 DM9959;UTM  15      - 5,052,161.940   428,772.139   MT  0.99966237   -0 39 10.8
 DM9959
 DM9959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9959!SPC MN C     -   0.99995139  x   0.99999942  =   0.99995081
 DM9959!UTM  15      -   0.99995139  x   0.99966237  =   0.99961378
 DM9959
 DM9959:                Primary Azimuth Mark                     Grid Az
 DM9959:SPC MN C     -  0507 A                                   180 53 04.5
 DM9959:UTM  15      -  0507 A                                   181 46 51.3
 DM9959
 DM9959|---------------------------------------------------------------------|
 DM9959| PID    Reference Object                     Distance      Geod. Az  |
 DM9959|                                                           dddmmss.s |
 DM9959| DM9958 0507 A                              APPROX. 1.3 KM 1810740.5 |
 DM9959|---------------------------------------------------------------------|
 DM9959
 DM9959                          SUPERSEDED SURVEY CONTROL
 DM9959
 DM9959.No superseded survey control is available for this station.
 DM9959
 DM9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2877252161(NAD 83)
 DM9959
 DM9959_MARKER: I = METAL ROD
 DM9959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9959_STAMPING: 0507 B 2010
 DM9959_MARK LOGO: MNDT  
 DM9959_PROJECTION: RECESSED 8 CENTIMETERS
 DM9959_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9959+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2010
 DM9959_ROD/PIPE-DEPTH:  3.0 meters
 DM9959
 DM9959  HISTORY     - Date     Condition        Report By
 DM9959  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9959  HISTORY     - 20101109 GOOD             MNDT
 DM9959
 DM9959                          STATION DESCRIPTION
 DM9959
 DM9959'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9959'THE MARK IS 3.0 MILES SOUTH OF FOLEY, 3.1 MILES SOUTH ALONG TRUNK
 DM9959'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9959'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 95.90, 66.2 FEET EAST OF TRUNK
 DM9959'HIGHWAY 25, 48.7 FEET SOUTH OF COUNTY ROAD 50, 1.5 FEET WEST OF
 DM9959'WITNESS POST.
 DM9959
 DM9959                          STATION RECOVERY (2010)
 DM9959
 DM9959'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9959'RECOVERED AS DESCRIBED.
 DM9959' 
 DM9959'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9959'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9959'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9959'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9960 ***********************************************************************
 DM9960  DESIGNATION -  0507 D
 DM9960  PID         -  DM9960
 DM9960  STATE/COUNTY-  MN/BENTON
 DM9960  COUNTRY     -  US
 DM9960  USGS QUAD   -  FOLEY (1968)
 DM9960
 DM9960                         *CURRENT SURVEY CONTROL
 DM9960  ______________________________________________________________________
 DM9960* NAD 83(2007) POSITION- 45 38 51.87991(N) 093 54 56.05399(W)   ADJUSTED  
 DM9960* NAD 83(2007) ELLIP HT-   317.745 (meters)        (07/18/11)   ADJUSTED
 DM9960* NAD 83(2007) EPOCH   -  2002.00
 DM9960* NAVD 88 ORTHO HEIGHT -   345.05   (meters)    1132.1   (feet) LEVELING  
 DM9960  ______________________________________________________________________
 DM9960  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 DM9960  NAD 83(2007) X  -   -305,009.635 (meters)                     COMP
 DM9960  NAD 83(2007) Y  - -4,456,196.196 (meters)                     COMP
 DM9960  NAD 83(2007) Z  -  4,538,190.758 (meters)                     COMP
 DM9960  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC09
 DM9960  HORZ ORDER      -  FIRST
 DM9960  VERT ORDER      -  THIRD ?
 DM9960  ELLP ORDER      -  FIRST     CLASS II
 DM9960
 DM9960.The horizontal coordinates were established by GPS observations
 DM9960.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9960
 DM9960.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9960.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9960
 DM9960.The horizontal coordinates are valid at the epoch date displayed above
 DM9960.which is a decimal equivalence of Year/Month/Day.
 DM9960
 DM9960.The orthometric height was determined by differential leveling.
 DM9960.The vertical network tie was performed by a horz. field party for horz.
 DM9960.obs reductions. Reset procedures were used to establish the elevation.
 DM9960
 DM9960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9960
 DM9960.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9960
 DM9960.The ellipsoidal height was determined by GPS observations
 DM9960.and is referenced to NAD 83.
 DM9960
 DM9960. The following values were computed from the NAD 83(2007) position.
 DM9960
 DM9960;                    North         East     Units Scale Factor Converg.
 DM9960;SPC MN C     -   172,049.992   826,069.660   MT  0.99999341   +0 14 30.9
 DM9960;SPC MN C     -   564,467.35  2,710,196.88   sFT  0.99999341   +0 14 30.9
 DM9960;UTM  15      - 5,055,318.308   428,656.784   MT  0.99966258   -0 39 17.0
 DM9960
 DM9960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9960!SPC MN C     -   0.99995019  x   0.99999341  =   0.99994360
 DM9960!UTM  15      -   0.99995019  x   0.99966258  =   0.99961278
 DM9960
 DM9960                          SUPERSEDED SURVEY CONTROL
 DM9960
 DM9960.No superseded survey control is available for this station.
 DM9960
 DM9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2865655318(NAD 83)
 DM9960
 DM9960_MARKER: I = METAL ROD
 DM9960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9960_STAMPING: 0507 D 2010
 DM9960_MARK LOGO: MNDT  
 DM9960_PROJECTION: RECESSED 3 CENTIMETERS
 DM9960_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9960+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2010
 DM9960_ROD/PIPE-DEPTH:  3.7 meters
 DM9960
 DM9960  HISTORY     - Date     Condition        Report By
 DM9960  HISTORY     - 20101109 MONUMENTED       MNDT
 DM9960  HISTORY     - 20101109 GOOD             MNDT
 DM9960
 DM9960                          STATION DESCRIPTION
 DM9960
 DM9960'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9960'THE MARK IS 1.0 MILE SOUTH OF FOLEY, 1.1 MILES SOUTH ALONG TRUNK
 DM9960'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN
 DM9960'FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 97.90, 64.6 FEET WEST OF TRUNK
 DM9960'HIGHWAY 25, 42.3 FEET SOUTH OF 55TH STREET NORTHEAST, 3.0 FEET EAST OF
 DM9960'WITNESS POST.
 DM9960
 DM9960                          STATION RECOVERY (2010)
 DM9960
 DM9960'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9960'RECOVERED AS DESCRIBED.
 DM9960' 
 DM9960'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9960'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9960'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9960'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7421 ***********************************************************************
 AH7421  DESIGNATION -  0508 A
 AH7421  PID         -  AH7421
 AH7421  STATE/COUNTY-  MN/BENTON
 AH7421  COUNTRY     -  US
 AH7421  USGS QUAD   -  FOLEY (1968)
 AH7421
 AH7421                         *CURRENT SURVEY CONTROL
 AH7421  ______________________________________________________________________
 AH7421* NAD 83(2007) POSITION- 45 40 36.09477(N) 093 55 27.77300(W)   ADJUSTED  
 AH7421* NAD 83(2007) ELLIP HT-   326.230 (meters)        (02/10/07)   ADJUSTED
 AH7421* NAD 83(2007) EPOCH   -  2002.00
 AH7421* NAVD 88 ORTHO HEIGHT -   353.493  (meters)    1159.75  (feet) ADJUSTED  
 AH7421  ______________________________________________________________________
 AH7421  NAD 83(2007) X  -   -305,537.797 (meters)                     COMP
 AH7421  NAD 83(2007) Y  - -4,453,859.190 (meters)                     COMP
 AH7421  NAD 83(2007) Z  -  4,540,445.596 (meters)                     COMP
 AH7421  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 AH7421  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AH7421  DYNAMIC HEIGHT  -        353.485 (meters)     1159.73  (feet) COMP
 AH7421  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 AH7421
 AH7421  VERT ORDER      -  SECOND    CLASS I
 AH7421
 AH7421  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7421  Type                                         Horiz  Ellip  Dist(km)
 AH7421  -------------------------------------------------------------------
 AH7421  NETWORK                                       0.73   0.94
 AH7421  -------------------------------------------------------------------
 AH7421  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.88      2.46
 AH7421  -------------------------------------------------------------------
 AH7421  NOTE: Click here for information on individual local accuracy
 AH7421  values and other accuracy information.
 AH7421
 AH7421
 AH7421.The horizontal coordinates were established by GPS observations
 AH7421.and adjusted by the National Geodetic Survey in February 2007.
 AH7421
 AH7421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7421.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7421
 AH7421.The horizontal coordinates are valid at the epoch date displayed above
 AH7421.which is a decimal equivalence of Year/Month/Day.
 AH7421
 AH7421.The orthometric height was determined by differential leveling and
 AH7421.adjusted in August 2004.
 AH7421
 AH7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7421
 AH7421.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7421
 AH7421.The ellipsoidal height was determined by GPS observations
 AH7421.and is referenced to NAD 83.
 AH7421
 AH7421.The dynamic height is computed by dividing the NAVD 88
 AH7421.geopotential number by the normal gravity value computed on the
 AH7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7421.degrees latitude (g = 980.6199 gals.).
 AH7421
 AH7421.The modeled gravity was interpolated from observed gravity values.
 AH7421
 AH7421. The following values were computed from the NAD 83(2007) position.
 AH7421
 AH7421;                    North         East     Units Scale Factor Converg.
 AH7421;SPC MN C     -   175,264.553   825,369.609   MT  0.99998753   +0 14 08.0
 AH7421;SPC MN C     -   575,013.79  2,707,900.13   sFT  0.99998753   +0 14 08.0
 AH7421;UTM  15      - 5,058,542.376   428,007.342   MT  0.99966372   -0 39 40.8
 AH7421
 AH7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7421!SPC MN C     -   0.99994886  x   0.99998753  =   0.99993639
 AH7421!UTM  15      -   0.99994886  x   0.99966372  =   0.99961260
 AH7421
 AH7421                          SUPERSEDED SURVEY CONTROL
 AH7421
 AH7421  NAD 83(1996)-  45 40 36.09457(N)    093 55 27.77300(W) AD(       ) 1
 AH7421  ELLIP H (07/06/04)  326.261  (m)                       GP(       ) 3 2
 AH7421  NAVD 88 (07/06/04)  353.49   (m)         1159.7    (f) LEVELING    3  
 AH7421
 AH7421.Superseded values are not recommended for survey control.
 AH7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7421.See file dsdata.txt to determine how the superseded data were derived.
 AH7421
 AH7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2800758542(NAD 83)
 AH7421
 AH7421_MARKER: DD = SURVEY DISK
 AH7421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7421_STAMPING: 0508 A 1994
 AH7421_MARK LOGO: MNDT  
 AH7421_PROJECTION: RECESSED 30 CENTIMETERS
 AH7421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7421+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 AH7421_ROD/PIPE-DEPTH:  4.3 meters
 AH7421
 AH7421  HISTORY     - Date     Condition        Report By
 AH7421  HISTORY     - 19940503 MONUMENTED       MNDT
 AH7421  HISTORY     - 20031028 GOOD             MNDT
 AH7421  HISTORY     - 20100429 GOOD             MNDT
 AH7421  HISTORY     - 20100429 GOOD             MNDT
 AH7421
 AH7421                          STATION DESCRIPTION
 AH7421
 AH7421'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7421'1 MI (1.6 KM) NNW OF FOLEY, 1.0 MI (1.6 KM) NORTH ALONG TH 25 FROM JCT
 AH7421'OF TH 25 AND TH 23 IN FOLEY, AT JCT OF 75TH ST NE AND TH 25, AT TH 25
 AH7421'MP 100.35, 142.5 EAST OF TH 25, 31 FT (9.4 M) SOUTH OF A TWP RD (75TH
 AH7421'ST NE) , 4.4 FT (1.3 M) WEST OF A P-POLE, 121.5 FT (37.0 M) NE OF A
 AH7421'TEL CABLE PEDESTAL, 103.5 FT (31.5 M) SE OF THE SIGN POST FOR 75TH ST
 AH7421'NE, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 AH7421
 AH7421                          STATION RECOVERY (2003)
 AH7421
 AH7421'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7421'1 MILES NORTH-NORTHWEST OF FOLEY, 1.0 MILES NORTH ALONG TRUNK HIGHWAY
 AH7421'25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN FOLEY, AT
 AH7421'JUNCTION OF 75TH ST NORTHEAST AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY
 AH7421'25 MILEPOINT 100.35, 142.5 FEET EAST OF TRUNK HIGHWAY 25, 31.0 FEET
 AH7421'SOUTH OF TOWNSHIP ROAD (75TH ST NE), 4.4 FEET WEST OF POWER POLE,
 AH7421'121.5 FEET NORTHEAST OF TELEPHONE CABLE PEDESTAL, 103.5 FEET SOUTHEAST
 AH7421'OF 75TH ST NORTHEAST SIGN POST, 1.4 FEET WEST OF WITNESS POST
 AH7421
 AH7421                          STATION RECOVERY (2010)
 AH7421
 AH7421'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AH7421'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH7421'THE MARK IS 1.0 MILE NORTH-NORTHWEST OF FOLEY, 1.0 MILE NORTH ALONG
 AH7421'TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY
 AH7421'23 IN FOLEY, AT TRUNK HIGHWAY 25 MILEPOINT 100.35, AT JUNCTION OF 75TH
 AH7421'STREET NORTHEAST AND TRUNK HIGHWAY 25, 142.5 FEET EAST OF TRUNK
 AH7421'HIGHWAY 25, 121.5 FEET NORTHEAST OF TELEPHONE CABLE PEDESTAL, 103.5
 AH7421'FEET SOUTHEAST OF 75TH STREET NORTHEAST SIGN POST, 31.0 FEET SOUTH OF
 AH7421'TOWNSHIP ROAD (75TH STREET NORTHEAST), 4.4 FEET WEST OF POWER POLE,
 AH7421'1.4 FEET WEST OF WITNESS POST.
 AH7421
 AH7421                          STATION RECOVERY (2010)
 AH7421
 AH7421'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AH7421'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7422 ***********************************************************************
 AH7422  DESIGNATION -  0508 B
 AH7422  PID         -  AH7422
 AH7422  STATE/COUNTY-  MN/BENTON
 AH7422  COUNTRY     -  US
 AH7422  USGS QUAD   -  FOLEY (1968)
 AH7422
 AH7422                         *CURRENT SURVEY CONTROL
 AH7422  ______________________________________________________________________
 AH7422* NAD 83(1986) POSITION- 45 41 34.     (N) 093 55 33.     (W)   SCALED    
 AH7422* NAVD 88 ORTHO HEIGHT -   357.503  (meters)    1172.91  (feet) ADJUSTED  
 AH7422  ______________________________________________________________________
 AH7422  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AH7422  DYNAMIC HEIGHT  -        357.495 (meters)     1172.88  (feet) COMP
 AH7422  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 AH7422
 AH7422  VERT ORDER      -  SECOND    CLASS I
 AH7422
 AH7422.The horizontal coordinates were scaled from a topographic map and have
 AH7422.an estimated accuracy of +/- 6 seconds.
 AH7422.
 AH7422.The orthometric height was determined by differential leveling and
 AH7422.adjusted in August 2004.
 AH7422
 AH7422.The dynamic height is computed by dividing the NAVD 88
 AH7422.geopotential number by the normal gravity value computed on the
 AH7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7422.degrees latitude (g = 980.6199 gals.).
 AH7422
 AH7422.The modeled gravity was interpolated from observed gravity values.
 AH7422
 AH7422;                    North         East    Units  Estimated Accuracy
 AH7422;SPC MN C     -   177,050.      825,250.      MT  (+/- 180 meters Scaled)
 AH7422
 AH7422                          SUPERSEDED SURVEY CONTROL
 AH7422
 AH7422.No superseded survey control is available for this station.
 AH7422
 AH7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL279603(NAD 83)
 AH7422
 AH7422_MARKER: DD = SURVEY DISK
 AH7422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7422_STAMPING: 0508 B 1994
 AH7422_MARK LOGO: MNDT  
 AH7422_PROJECTION: RECESSED 3 CENTIMETERS
 AH7422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7422+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7422_ROD/PIPE-DEPTH:  3.0 meters
 AH7422
 AH7422  HISTORY     - Date     Condition        Report By
 AH7422  HISTORY     - 1994     MONUMENTED       MNDT
 AH7422
 AH7422                          STATION DESCRIPTION
 AH7422
 AH7422'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7422'2 MI (3.2 KM) NNW OF FOLEY, 2.0 MI (3.2 KM) NORTH ALONG TH 25 FROM JCT
 AH7422'OF TH 25 AND TH 23 IN FOLEY, AT TH 25 MP 101.35, ABOUT 280 FT (85.3 M)
 AH7422'WEST OF TH 25, 36 FT (11.0 M) NORTH OF CO RD 43 (85TH AV NE) , 4.2 FT
 AH7422'(1.3 M) EAST OF P-POLE NO WG 108, 56.2 FT (17.1 M) ENE OF A P-POLE,
 AH7422'71.3 FT (21.7 M) NNE OF A P-POLE, 16.5 FT (5.0 M) WEST OF AN EXTENDED
 AH7422'DRIVE SOUTH, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7423 ***********************************************************************
 AH7423  DESIGNATION -  0508 C
 AH7423  PID         -  AH7423
 AH7423  STATE/COUNTY-  MN/BENTON
 AH7423  COUNTRY     -  US
 AH7423  USGS QUAD   -  FOLEY (1968)
 AH7423
 AH7423                         *CURRENT SURVEY CONTROL
 AH7423  ______________________________________________________________________
 AH7423* NAD 83(1986) POSITION- 45 42 21.8    (N) 093 55 26.9    (W)   HD_HELD2  
 AH7423* NAVD 88 ORTHO HEIGHT -   361.672  (meters)    1186.59  (feet) ADJUSTED  
 AH7423  ______________________________________________________________________
 AH7423  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AH7423  DYNAMIC HEIGHT  -        361.664 (meters)     1186.56  (feet) COMP
 AH7423  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 AH7423
 AH7423  VERT ORDER      -  SECOND    CLASS I
 AH7423
 AH7423.The horizontal coordinates were established by autonomous hand held GPS
 AH7423.observations and have an estimated accuracy of +/- 10 meters.
 AH7423.
 AH7423.The orthometric height was determined by differential leveling and
 AH7423.adjusted in August 2004.
 AH7423
 AH7423.The dynamic height is computed by dividing the NAVD 88
 AH7423.geopotential number by the normal gravity value computed on the
 AH7423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7423.degrees latitude (g = 980.6199 gals.).
 AH7423
 AH7423.The modeled gravity was interpolated from observed gravity values.
 AH7423
 AH7423;                    North         East    Units  Estimated Accuracy
 AH7423;SPC MN C     -   178,528.      825,375.      MT  (+/- 10 meters HH2 GPS)
 AH7423
 AH7423                          SUPERSEDED SURVEY CONTROL
 AH7423
 AH7423.No superseded survey control is available for this station.
 AH7423
 AH7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2806361804(NAD 83)
 AH7423
 AH7423_MARKER: DV = VERTICAL CONTROL DISK
 AH7423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7423_STAMPING: 0508 C 1994
 AH7423_MARK LOGO: MNDT  
 AH7423_PROJECTION: FLUSH
 AH7423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7423+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7423_ROD/PIPE-DEPTH:  3.7 meters
 AH7423
 AH7423  HISTORY     - Date     Condition        Report By
 AH7423  HISTORY     - 1994     MONUMENTED       MNDT
 AH7423
 AH7423                          STATION DESCRIPTION
 AH7423
 AH7423'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7423'3 MI (4.8 KM) NNW OF FOLEY, 3.05 MI (4.91 KM) NORTH ALONG TH 25 FROM
 AH7423'JCT OF TH 25 AND TH 23 IN FOLEY, AT TH 25 MP 102.4, 182 FT (55.5 M)
 AH7423'EAST OF TH 25, 115 FT (35.1 M) NORTH OF 95TH ST NE, 3.5 FT (1.1 M)
 AH7423'EAST OF A P-POLE, 17 FT (5.2 M) NORTH OF A ROAD, 1.6 FT (0.5 M) SE OF
 AH7423'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7424 ***********************************************************************
 AH7424  DESIGNATION -  0508 D
 AH7424  PID         -  AH7424
 AH7424  STATE/COUNTY-  MN/BENTON
 AH7424  COUNTRY     -  US
 AH7424  USGS QUAD   -  FOLEY (1968)
 AH7424
 AH7424                         *CURRENT SURVEY CONTROL
 AH7424  ______________________________________________________________________
 AH7424* NAD 83(2007) POSITION- 45 43 11.45984(N) 093 55 57.47778(W)   ADJUSTED  
 AH7424* NAD 83(2007) ELLIP HT-   335.615 (meters)        (02/10/07)   ADJUSTED
 AH7424* NAD 83(2007) EPOCH   -  2002.00
 AH7424* NAVD 88 ORTHO HEIGHT -   362.838  (meters)    1190.41  (feet) ADJUSTED  
 AH7424  ______________________________________________________________________
 AH7424  NAD 83(2007) X  -   -305,944.207 (meters)                     COMP
 AH7424  NAD 83(2007) Y  - -4,450,396.725 (meters)                     COMP
 AH7424  NAD 83(2007) Z  -  4,543,802.679 (meters)                     COMP
 AH7424  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC09
 AH7424  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AH7424  DYNAMIC HEIGHT  -        362.831 (meters)     1190.39  (feet) COMP
 AH7424  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 AH7424
 AH7424  VERT ORDER      -  SECOND    CLASS I
 AH7424
 AH7424  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7424  Type                                         Horiz  Ellip  Dist(km)
 AH7424  -------------------------------------------------------------------
 AH7424  NETWORK                                       0.60   0.86
 AH7424  -------------------------------------------------------------------
 AH7424  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.44   0.65      2.43
 AH7424  -------------------------------------------------------------------
 AH7424  NOTE: Click here for information on individual local accuracy
 AH7424  values and other accuracy information.
 AH7424
 AH7424
 AH7424.The horizontal coordinates were established by GPS observations
 AH7424.and adjusted by the National Geodetic Survey in February 2007.
 AH7424
 AH7424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7424.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7424
 AH7424.The horizontal coordinates are valid at the epoch date displayed above
 AH7424.which is a decimal equivalence of Year/Month/Day.
 AH7424
 AH7424.The orthometric height was determined by differential leveling and
 AH7424.adjusted in August 2004.
 AH7424
 AH7424.Photographs are available for this station.
 AH7424
 AH7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7424
 AH7424.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7424
 AH7424.The ellipsoidal height was determined by GPS observations
 AH7424.and is referenced to NAD 83.
 AH7424
 AH7424.The dynamic height is computed by dividing the NAVD 88
 AH7424.geopotential number by the normal gravity value computed on the
 AH7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7424.degrees latitude (g = 980.6199 gals.).
 AH7424
 AH7424.The modeled gravity was interpolated from observed gravity values.
 AH7424
 AH7424. The following values were computed from the NAD 83(2007) position.
 AH7424
 AH7424;                    North         East     Units Scale Factor Converg.
 AH7424;SPC MN C     -   180,058.524   824,707.515   MT  0.99997924   +0 13 46.5
 AH7424;SPC MN C     -   590,742.01  2,705,727.91   sFT  0.99997924   +0 13 46.5
 AH7424;UTM  15      - 5,063,344.593   427,420.574   MT  0.99966476   -0 40 03.8
 AH7424
 AH7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7424!SPC MN C     -   0.99994739  x   0.99997924  =   0.99992663
 AH7424!UTM  15      -   0.99994739  x   0.99966476  =   0.99961216
 AH7424
 AH7424:                Primary Azimuth Mark                     Grid Az
 AH7424:SPC MN C     -  0508 E                                   309 26 54.0
 AH7424:UTM  15      -  0508 E                                   310 20 44.3
 AH7424
 AH7424|---------------------------------------------------------------------|
 AH7424| PID    Reference Object                     Distance      Geod. Az  |
 AH7424|                                                           dddmmss.s |
 AH7424| AH7425 0508 E                              APPROX. 1.3 KM 3094040.5 |
 AH7424|---------------------------------------------------------------------|
 AH7424
 AH7424                          SUPERSEDED SURVEY CONTROL
 AH7424
 AH7424  NAD 83(1996)-  45 43 11.45981(N)    093 55 57.47754(W) AD(       ) 1
 AH7424  ELLIP H (07/06/04)  335.651  (m)                       GP(       ) 3 2
 AH7424  NAVD 88 (07/06/04)  362.84   (m)         1190.4    (f) LEVELING    3  
 AH7424
 AH7424.Superseded values are not recommended for survey control.
 AH7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7424.See file dsdata.txt to determine how the superseded data were derived.
 AH7424
 AH7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2742063344(NAD 83)
 AH7424
 AH7424_MARKER: DD = SURVEY DISK
 AH7424_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH7424+WITH SETTING: INFORMATION.
 AH7424_STAMPING: 0508 D 1994
 AH7424_MARK LOGO: MNDT  
 AH7424_PROJECTION: RECESSED 5 CENTIMETERS
 AH7424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7424+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AH7424_ROD/PIPE-DEPTH:  3.0 meters
 AH7424
 AH7424  HISTORY     - Date     Condition        Report By
 AH7424  HISTORY     - 1994     MONUMENTED       MNDT
 AH7424  HISTORY     - 20031029 GOOD             MNDT
 AH7424
 AH7424                          STATION DESCRIPTION
 AH7424
 AH7424'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7424'4 MI (6.4 KM) NNW OF FOLEY, 4.15 MI (6.68 KM) NORTH ALONG TH 25 FROM
 AH7424'JCT OF TH 25 AND TH 23 IN FOLEY, AT TH 25 MP 103.5, 56 FT (17.1 M) NE
 AH7424'OF TH 25, 21 FT (6.4 M) NW OF AN ENT, 3.0 FT (0.9 M) NW OF A RR TIE
 AH7424'FENCE POST, 36.5 FT (11.1 M) NW OF A FENCE COR, 1.1 FT (0.3 M) SE OF A
 AH7424'WITNESS POST.
 AH7424
 AH7424                          STATION RECOVERY (2003)
 AH7424
 AH7424'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7424'4 MILES NORTH-NORTHWEST OF FOLEY, 4.15 MILES NORTH ALONG TRUNK HIGHWAY
 AH7424'25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 23 IN FOLEY, AT
 AH7424'TRUNK HIGHWAY 25 MILEPOINT 103.5, 56.0 FEET NORTHEAST OF TRUNK HIGHWAY
 AH7424'25, 21.0 FEET NORTHWEST OF ENTRANCE, 3.0 FEET NORTHWEST OF RAILROAD
 AH7424'TIE FENCE POST, 36.5 FEET NORTHWEST OF FENCE CORNER, 1.1 FEET
 AH7424'SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7425 ***********************************************************************
 AH7425  DESIGNATION -  0508 E
 AH7425  PID         -  AH7425
 AH7425  STATE/COUNTY-  MN/BENTON
 AH7425  COUNTRY     -  US
 AH7425  USGS QUAD   -  FOLEY (1968)
 AH7425
 AH7425                         *CURRENT SURVEY CONTROL
 AH7425  ______________________________________________________________________
 AH7425* NAD 83(2007) POSITION- 45 43 37.48108(N) 093 56 42.26876(W)   ADJUSTED  
 AH7425* NAD 83(2007) ELLIP HT-   333.943 (meters)        (02/10/07)   ADJUSTED
 AH7425* NAD 83(2007) EPOCH   -  2002.00
 AH7425* NAVD 88 ORTHO HEIGHT -   361.125  (meters)    1184.79  (feet) ADJUSTED  
 AH7425  ______________________________________________________________________
 AH7425  NAD 83(2007) X  -   -306,870.959 (meters)                     COMP
 AH7425  NAD 83(2007) Y  - -4,449,755.152 (meters)                     COMP
 AH7425  NAD 83(2007) Z  -  4,544,362.366 (meters)                     COMP
 AH7425  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 AH7425  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AH7425  DYNAMIC HEIGHT  -        361.118 (meters)     1184.77  (feet) COMP
 AH7425  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 AH7425
 AH7425  VERT ORDER      -  SECOND    CLASS I
 AH7425
 AH7425  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7425  Type                                         Horiz  Ellip  Dist(km)
 AH7425  -------------------------------------------------------------------
 AH7425  NETWORK                                       0.56   0.78
 AH7425  -------------------------------------------------------------------
 AH7425  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.39   0.54      3.86
 AH7425  -------------------------------------------------------------------
 AH7425  NOTE: Click here for information on individual local accuracy
 AH7425  values and other accuracy information.
 AH7425
 AH7425
 AH7425.The horizontal coordinates were established by GPS observations
 AH7425.and adjusted by the National Geodetic Survey in February 2007.
 AH7425
 AH7425.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7425.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7425
 AH7425.The horizontal coordinates are valid at the epoch date displayed above
 AH7425.which is a decimal equivalence of Year/Month/Day.
 AH7425
 AH7425.The orthometric height was determined by differential leveling and
 AH7425.adjusted in August 2004.
 AH7425
 AH7425.Photographs are available for this station.
 AH7425
 AH7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7425
 AH7425.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7425
 AH7425.The ellipsoidal height was determined by GPS observations
 AH7425.and is referenced to NAD 83.
 AH7425
 AH7425.The dynamic height is computed by dividing the NAVD 88
 AH7425.geopotential number by the normal gravity value computed on the
 AH7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7425.degrees latitude (g = 980.6199 gals.).
 AH7425
 AH7425.The modeled gravity was interpolated from observed gravity values.
 AH7425
 AH7425. The following values were computed from the NAD 83(2007) position.
 AH7425
 AH7425;                    North         East     Units Scale Factor Converg.
 AH7425;SPC MN C     -   180,858.072   823,735.803   MT  0.99997791   +0 13 14.1
 AH7425;SPC MN C     -   593,365.19  2,702,539.88   sFT  0.99997791   +0 13 14.1
 AH7425;UTM  15      - 5,064,159.005   426,461.803   MT  0.99966648   -0 40 36.2
 AH7425
 AH7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7425!SPC MN C     -   0.99994765  x   0.99997791  =   0.99992556
 AH7425!UTM  15      -   0.99994765  x   0.99966648  =   0.99961415
 AH7425
 AH7425:                Primary Azimuth Mark                     Grid Az
 AH7425:SPC MN C     -  RIBS                                     128 48 15.5
 AH7425:UTM  15      -  RIBS                                     129 42 05.8
 AH7425
 AH7425|---------------------------------------------------------------------|
 AH7425| PID    Reference Object                     Distance      Geod. Az  |
 AH7425|                                                           dddmmss.s |
 AH7425| DG6024 RIBS                                463.650 METERS 1290129.6 |
 AH7425| AH7424 0508 D                              APPROX. 1.3 KM 1294008.4 |
 AH7425|---------------------------------------------------------------------|
 AH7425
 AH7425                          SUPERSEDED SURVEY CONTROL
 AH7425
 AH7425  NAD 83(1996)-  45 43 37.48111(N)    093 56 42.26841(W) AD(       ) 1
 AH7425  ELLIP H (07/06/04)  333.980  (m)                       GP(       ) 3 2
 AH7425  NAVD 88 (07/06/04)  361.12   (m)         1184.8    (f) LEVELING    3  
 AH7425
 AH7425.Superseded values are not recommended for survey control.
 AH7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7425.See file dsdata.txt to determine how the superseded data were derived.
 AH7425
 AH7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2646164159(NAD 83)
 AH7425
 AH7425_MARKER: DD = SURVEY DISK
 AH7425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7425_STAMPING: 0508 E 1994
 AH7425_MARK LOGO: MNDT  
 AH7425_PROJECTION: RECESSED 3 CENTIMETERS
 AH7425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7425+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AH7425_ROD/PIPE-DEPTH:  4.0 meters
 AH7425
 AH7425  HISTORY     - Date     Condition        Report By
 AH7425  HISTORY     - 1994     MONUMENTED       MNDT
 AH7425  HISTORY     - 20031029 GOOD             MNDT
 AH7425
 AH7425                          STATION DESCRIPTION
 AH7425
 AH7425'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7425'0.6 MI (1.0 KM) SSE OF GILMAN, 0.55 MI (0.89 KM) SE ALONG TH 25 FROM
 AH7425'JCT OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 104.25, 122 FT (37.2
 AH7425'M) SW OF TH 25, 39 FT (11.9 M) WEST OF CO RD 62, 4.3 FT (1.3 M) SOUTH
 AH7425'OF A P-POLE, 79.8 FT (24.3 M) WNW OF A TEL CABLE PED, 27.0 FT (8.2 M)
 AH7425'NNW OF THE NORTH END OF A 15 INCH CORRIGATED METAL PIPE, 40.0 FT (12.2
 AH7425'M) NORTH OF AN ENT, 1.5 FT (0.5 M) SE OF A WITNESS POST.
 AH7425
 AH7425                          STATION RECOVERY (2003)
 AH7425
 AH7425'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7425'0.6 MILES SOUTH-SOUTHEAST OF GILMAN, 0.55 MILES SOUTHEAST ALONG TRUNK
 AH7425'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 AH7425'GILMAN, AT TRUNK HIGHWAY 25 MILEPOINT 104.25, 122.0 FEET SOUTHWEST OF
 AH7425'TRUNK HIGHWAY 25, 39.0 FEET WEST OF COUNTY ROAD 62, 4.3 FEET SOUTH OF
 AH7425'POWER POLE, 79.8 FEET WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL, 27.0
 AH7425'FEET NORTH-NORTHWEST OF NORTH END OF 15 INCH METAL CULVERT, 40.0 FEET
 AH7425'NORTH OF ENTRANCE, 1.5 FEET SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7426 ***********************************************************************
 AH7426  DESIGNATION -  0508 F
 AH7426  PID         -  AH7426
 AH7426  STATE/COUNTY-  MN/BENTON
 AH7426  COUNTRY     -  US
 AH7426  USGS QUAD   -  FOLEY (1968)
 AH7426
 AH7426                         *CURRENT SURVEY CONTROL
 AH7426  ______________________________________________________________________
 AH7426* NAD 83(1986) POSITION- 45 44 13.3    (N) 093 57 11.2    (W)   HD_HELD2  
 AH7426* NAVD 88 ORTHO HEIGHT -   363.618  (meters)    1192.97  (feet) ADJUSTED  
 AH7426  ______________________________________________________________________
 AH7426  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 AH7426  DYNAMIC HEIGHT  -        363.611 (meters)     1192.95  (feet) COMP
 AH7426  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 AH7426
 AH7426  VERT ORDER      -  SECOND    CLASS I
 AH7426
 AH7426.The horizontal coordinates were established by autonomous hand held GPS
 AH7426.observations and have an estimated accuracy of +/- 10 meters.
 AH7426.
 AH7426.The orthometric height was determined by differential leveling and
 AH7426.adjusted in August 2004.
 AH7426
 AH7426.Photographs are available for this station.
 AH7426
 AH7426.The dynamic height is computed by dividing the NAVD 88
 AH7426.geopotential number by the normal gravity value computed on the
 AH7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7426.degrees latitude (g = 980.6199 gals.).
 AH7426
 AH7426.The modeled gravity was interpolated from observed gravity values.
 AH7426
 AH7426;                    North         East    Units  Estimated Accuracy
 AH7426;SPC MN C     -   181,962.      823,106.      MT  (+/- 10 meters HH2 GPS)
 AH7426
 AH7426                          SUPERSEDED SURVEY CONTROL
 AH7426
 AH7426.No superseded survey control is available for this station.
 AH7426
 AH7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2584965271(NAD 83)
 AH7426
 AH7426_MARKER: DD = SURVEY DISK
 AH7426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7426_STAMPING: 0508 F 1994
 AH7426_MARK LOGO: MNDT  
 AH7426_PROJECTION: FLUSH
 AH7426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7426+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7426_ROD/PIPE-DEPTH:  4.6 meters
 AH7426
 AH7426  HISTORY     - Date     Condition        Report By
 AH7426  HISTORY     - 1994     MONUMENTED       MNDT
 AH7426
 AH7426                          STATION DESCRIPTION
 AH7426
 AH7426'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7426'IN GILMAN, 0.25 MI (0.40 KM) NNW ALONG TH 25 FROM JCT OF TH 25 AND CO
 AH7426'RD 3 IN GILMAN, AT TH 25 MP 105.05, 64 FT (19.5 M) NE OF TH 25, 159.7
 AH7426'FT (48.7 M) SW OF THE NW COR OF A CYCLONE FENCE, 168.6 FT (51.4 M) WNW
 AH7426'OF ATHLETIC FIELD LIGHT POLE NO 60, 103.2 FT (31.5 M) NE OF THE EAST
 AH7426'LEG OF THE GILMAN SIGN, 1.2 FT (0.4 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7427 ***********************************************************************
 AH7427  DESIGNATION -  0508 G
 AH7427  PID         -  AH7427
 AH7427  STATE/COUNTY-  MN/BENTON
 AH7427  COUNTRY     -  US
 AH7427  USGS QUAD   -  FOLEY (1968)
 AH7427
 AH7427                         *CURRENT SURVEY CONTROL
 AH7427  ______________________________________________________________________
 AH7427* NAD 83(1986) POSITION- 45 44 55.     (N) 093 57 51.     (W)   SCALED    
 AH7427* NAVD 88 ORTHO HEIGHT -   354.125  (meters)    1161.83  (feet) ADJUSTED  
 AH7427  ______________________________________________________________________
 AH7427  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 AH7427  DYNAMIC HEIGHT  -        354.118 (meters)     1161.80  (feet) COMP
 AH7427  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH7427
 AH7427  VERT ORDER      -  SECOND    CLASS I
 AH7427
 AH7427.The horizontal coordinates were scaled from a topographic map and have
 AH7427.an estimated accuracy of +/- 6 seconds.
 AH7427.
 AH7427.The orthometric height was determined by differential leveling and
 AH7427.adjusted in August 2004.
 AH7427
 AH7427.The dynamic height is computed by dividing the NAVD 88
 AH7427.geopotential number by the normal gravity value computed on the
 AH7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7427.degrees latitude (g = 980.6199 gals.).
 AH7427
 AH7427.The modeled gravity was interpolated from observed gravity values.
 AH7427
 AH7427;                    North         East    Units  Estimated Accuracy
 AH7427;SPC MN C     -   183,250.      822,240.      MT  (+/- 180 meters Scaled)
 AH7427
 AH7427                          SUPERSEDED SURVEY CONTROL
 AH7427
 AH7427.No superseded survey control is available for this station.
 AH7427
 AH7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL250665(NAD 83)
 AH7427
 AH7427_MARKER: DV = VERTICAL CONTROL DISK
 AH7427_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7427_SP_SET: BRIDGE ABUTMENT
 AH7427_STAMPING: 0508 G 1994
 AH7427_MARK LOGO: MNDT  
 AH7427_PROJECTION: FLUSH
 AH7427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7427+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7427
 AH7427  HISTORY     - Date     Condition        Report By
 AH7427  HISTORY     - 1994     MONUMENTED       MNDT
 AH7427
 AH7427                          STATION DESCRIPTION
 AH7427
 AH7427'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7427'1 MI (1.6 KM) NW OF GILMAN, IN THE SW COR OF THE ABUT OF TH 25 BRDG NO
 AH7427'6818 OVER THE ELK RIVER, 1.25 MI (2.01 KM) NW ALONG TH 25 FROM JCT OF
 AH7427'TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 106.05, 23.5 FT (7.2 M) SW OF
 AH7427'TH 25, 0.8 FT (24.4 CM) SE OF THE SW COR OF THE BRDG HEADWALL, 6.8 FT
 AH7427'(2.1 M) SW OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7428 ***********************************************************************
 AH7428  DESIGNATION -  0508 H
 AH7428  PID         -  AH7428
 AH7428  STATE/COUNTY-  MN/BENTON
 AH7428  COUNTRY     -  US
 AH7428  USGS QUAD   -  MAYHEW (1974)
 AH7428
 AH7428                         *CURRENT SURVEY CONTROL
 AH7428  ______________________________________________________________________
 AH7428* NAD 83(1986) POSITION- 45 44 59.0    (N) 094 00 24.6    (W)   HD_HELD2  
 AH7428* NAVD 88 ORTHO HEIGHT -   364.665  (meters)    1196.41  (feet) ADJUSTED  
 AH7428  ______________________________________________________________________
 AH7428  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 AH7428  DYNAMIC HEIGHT  -        364.659 (meters)     1196.39  (feet) COMP
 AH7428  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 AH7428
 AH7428  VERT ORDER      -  SECOND    CLASS I
 AH7428
 AH7428.The horizontal coordinates were established by autonomous hand held GPS
 AH7428.observations and have an estimated accuracy of +/- 10 meters.
 AH7428.
 AH7428.The orthometric height was determined by differential leveling and
 AH7428.adjusted in August 2004.
 AH7428
 AH7428.The dynamic height is computed by dividing the NAVD 88
 AH7428.geopotential number by the normal gravity value computed on the
 AH7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7428.degrees latitude (g = 980.6199 gals.).
 AH7428
 AH7428.The modeled gravity was interpolated from observed gravity values.
 AH7428
 AH7428;                    North         East    Units  Estimated Accuracy
 AH7428;SPC MN C     -   183,358.      818,921.      MT  (+/- 10 meters HH2 GPS)
 AH7428
 AH7428                          SUPERSEDED SURVEY CONTROL
 AH7428
 AH7428.No superseded survey control is available for this station.
 AH7428
 AH7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2168766733(NAD 83)
 AH7428
 AH7428_MARKER: DD = SURVEY DISK
 AH7428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7428_STAMPING: 0508 H 1994
 AH7428_MARK LOGO: MNDT  
 AH7428_PROJECTION: FLUSH
 AH7428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7428+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7428_ROD/PIPE-DEPTH:  3.0 meters
 AH7428
 AH7428  HISTORY     - Date     Condition        Report By
 AH7428  HISTORY     - 1994     MONUMENTED       MNDT
 AH7428
 AH7428                          STATION DESCRIPTION
 AH7428
 AH7428'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7428'3 MI (4.8 KM) NW OF GILMAN, 3.35 MI (5.39 KM) NW ALONG TH 25 FROM JCT
 AH7428'OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 108.15, 171 FT (52.1 M)
 AH7428'SOUTH OF TH 25, 33 FT (10.1 M) EAST OF A GRAVEL RD (CO RD 60 TO NORTH)
 AH7428', 2.5 FT (0.8 M) NNE OF A CONC R/W POST, 119.5 FT (36.4 M) SSE OF A
 AH7428'GUYED P-POLE, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7429 ***********************************************************************
 AH7429  DESIGNATION -  0508 J
 AH7429  PID         -  AH7429
 AH7429  STATE/COUNTY-  MN/BENTON
 AH7429  COUNTRY     -  US
 AH7429  USGS QUAD   -  MAYHEW (1974)
 AH7429
 AH7429                         *CURRENT SURVEY CONTROL
 AH7429  ______________________________________________________________________
 AH7429* NAD 83(2007) POSITION- 45 44 59.56355(N) 094 01 38.54463(W)   ADJUSTED  
 AH7429* NAD 83(2007) ELLIP HT-   339.507 (meters)        (02/10/07)   ADJUSTED
 AH7429* NAD 83(2007) EPOCH   -  2002.00
 AH7429* NAVD 88 ORTHO HEIGHT -   366.561  (meters)    1202.63  (feet) ADJUSTED  
 AH7429  ______________________________________________________________________
 AH7429  NAD 83(2007) X  -   -313,135.006 (meters)                     COMP
 AH7429  NAD 83(2007) Y  - -4,447,503.132 (meters)                     COMP
 AH7429  NAD 83(2007) Z  -  4,546,135.156 (meters)                     COMP
 AH7429  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 AH7429  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 AH7429  DYNAMIC HEIGHT  -        366.555 (meters)     1202.61  (feet) COMP
 AH7429  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 AH7429
 AH7429  VERT ORDER      -  SECOND    CLASS I
 AH7429
 AH7429  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7429  Type                                         Horiz  Ellip  Dist(km)
 AH7429  -------------------------------------------------------------------
 AH7429  NETWORK                                       0.54   0.76
 AH7429  -------------------------------------------------------------------
 AH7429  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.31   0.47      4.00
 AH7429  -------------------------------------------------------------------
 AH7429  NOTE: Click here for information on individual local accuracy
 AH7429  values and other accuracy information.
 AH7429
 AH7429
 AH7429.The horizontal coordinates were established by GPS observations
 AH7429.and adjusted by the National Geodetic Survey in February 2007.
 AH7429
 AH7429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7429.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7429
 AH7429.The horizontal coordinates are valid at the epoch date displayed above
 AH7429.which is a decimal equivalence of Year/Month/Day.
 AH7429
 AH7429.The orthometric height was determined by differential leveling and
 AH7429.adjusted in August 2004.
 AH7429
 AH7429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7429
 AH7429.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7429
 AH7429.The ellipsoidal height was determined by GPS observations
 AH7429.and is referenced to NAD 83.
 AH7429
 AH7429.The dynamic height is computed by dividing the NAVD 88
 AH7429.geopotential number by the normal gravity value computed on the
 AH7429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7429.degrees latitude (g = 980.6199 gals.).
 AH7429
 AH7429.The modeled gravity was interpolated from observed gravity values.
 AH7429
 AH7429. The following values were computed from the NAD 83(2007) position.
 AH7429
 AH7429;                    North         East     Units Scale Factor Converg.
 AH7429;SPC MN C     -   183,370.876   817,322.446   MT  0.99997380   +0 09 39.8
 AH7429;SPC MN C     -   601,609.28  2,681,498.72   sFT  0.99997380   +0 09 39.8
 AH7429;UTM  15      - 5,066,771.125   420,090.510   MT  0.99967850   -0 44 09.4
 AH7429
 AH7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7429!SPC MN C     -   0.99994678  x   0.99997380  =   0.99992058
 AH7429!UTM  15      -   0.99994678  x   0.99967850  =   0.99962529
 AH7429
 AH7429                          SUPERSEDED SURVEY CONTROL
 AH7429
 AH7429  NAD 83(1996)-  45 44 59.56362(N)    094 01 38.54423(W) AD(       ) 1
 AH7429  ELLIP H (07/06/04)  339.546  (m)                       GP(       ) 3 2
 AH7429  NAVD 88 (07/06/04)  366.56   (m)         1202.6    (f) LEVELING    3  
 AH7429
 AH7429.Superseded values are not recommended for survey control.
 AH7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7429.See file dsdata.txt to determine how the superseded data were derived.
 AH7429
 AH7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2009066771(NAD 83)
 AH7429
 AH7429_MARKER: DD = SURVEY DISK
 AH7429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7429_STAMPING: 0508 J 1994
 AH7429_MARK LOGO: MNDT  
 AH7429_PROJECTION: RECESSED 8 CENTIMETERS
 AH7429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7429+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AH7429_ROD/PIPE-DEPTH:  3.0 meters
 AH7429
 AH7429  HISTORY     - Date     Condition        Report By
 AH7429  HISTORY     - 1994     MONUMENTED       MNDT
 AH7429  HISTORY     - 20031029 GOOD             MNDT
 AH7429
 AH7429                          STATION DESCRIPTION
 AH7429
 AH7429'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7429'4 MI (6.4 KM) WNW OF GILMAN, 4.35 MI (7.00 KM) NW ALONG TH 25 FROM JCT
 AH7429'OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 109.1, 190 FT (57.9 M)
 AH7429'SOUTH OF TH 25, 42 FT (12.8 M) EAST OF CO RD 41 (65TH AV NE) , 102.6
 AH7429'FT (31.3 M) NNW OF THE NW COR OF A SMALL BLDG, 111.6 FT (34.0 M) NNW
 AH7429'OF THE CTR OF A RADIO TOWER, 118.7 FT (36.2 M) SOUTH OF A P-POLE, 5.9
 AH7429'FT (1.8 M) SOUTH OF THE NW RADIO TOWER ANCHOR, 1.2 NORTH OF A WITNESS
 AH7429'POST.
 AH7429
 AH7429                          STATION RECOVERY (2003)
 AH7429
 AH7429'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7429'4.1 MILES WEST-NORTHWEST OF GILMAN, 4.35 MILES NORTHWEST ALONG TRUNK
 AH7429'HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3 IN
 AH7429'GILMAN, AT TRUNK HIGHWAY 25 MILEPOINT 109.1, 190.0 FEET SOUTH OF TRUNK
 AH7429'HIGHWAY 25, 42.0 FEET EAST OF COUNTY ROAD 41 (65TH AVENUE NE), 102.6
 AH7429'FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF SMALL BUILDING, 111.6 FEET
 AH7429'NORTH-NORTHWEST OF RADIO TOWER, 118.7 FEET SOUTH OF POWER POLE, 5.9
 AH7429'FEET SOUTH OF NORTHWEST RADIO TOWER ANCHOR, 1.2 FEET NORTH OF WITNESS
 AH7429'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7430 ***********************************************************************
 AH7430  DESIGNATION -  0508 K
 AH7430  PID         -  AH7430
 AH7430  STATE/COUNTY-  MN/BENTON
 AH7430  COUNTRY     -  US
 AH7430  USGS QUAD   -  LITTLE ROCK (1978)
 AH7430
 AH7430                         *CURRENT SURVEY CONTROL
 AH7430  ______________________________________________________________________
 AH7430* NAD 83(2007) POSITION- 45 45 03.03932(N) 094 02 54.57747(W)   ADJUSTED  
 AH7430* NAD 83(2007) ELLIP HT-   332.494 (meters)        (02/10/07)   ADJUSTED
 AH7430* NAD 83(2007) EPOCH   -  2002.00
 AH7430* NAVD 88 ORTHO HEIGHT -   359.523  (meters)    1179.54  (feet) ADJUSTED  
 AH7430  ______________________________________________________________________
 AH7430  NAD 83(2007) X  -   -314,768.640 (meters)                     COMP
 AH7430  NAD 83(2007) Y  - -4,447,305.842 (meters)                     COMP
 AH7430  NAD 83(2007) Z  -  4,546,205.017 (meters)                     COMP
 AH7430  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 AH7430  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 AH7430  DYNAMIC HEIGHT  -        359.518 (meters)     1179.52  (feet) COMP
 AH7430  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 AH7430
 AH7430  VERT ORDER      -  SECOND    CLASS I
 AH7430
 AH7430  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7430  Type                                         Horiz  Ellip  Dist(km)
 AH7430  -------------------------------------------------------------------
 AH7430  NETWORK                                       0.56   0.78
 AH7430  -------------------------------------------------------------------
 AH7430  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.57      4.69
 AH7430  -------------------------------------------------------------------
 AH7430  NOTE: Click here for information on individual local accuracy
 AH7430  values and other accuracy information.
 AH7430
 AH7430
 AH7430.The horizontal coordinates were established by GPS observations
 AH7430.and adjusted by the National Geodetic Survey in February 2007.
 AH7430
 AH7430.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7430.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7430
 AH7430.The horizontal coordinates are valid at the epoch date displayed above
 AH7430.which is a decimal equivalence of Year/Month/Day.
 AH7430
 AH7430.The orthometric height was determined by differential leveling and
 AH7430.adjusted in August 2004.
 AH7430
 AH7430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7430
 AH7430.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7430
 AH7430.The ellipsoidal height was determined by GPS observations
 AH7430.and is referenced to NAD 83.
 AH7430
 AH7430.The dynamic height is computed by dividing the NAVD 88
 AH7430.geopotential number by the normal gravity value computed on the
 AH7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7430.degrees latitude (g = 980.6199 gals.).
 AH7430
 AH7430.The modeled gravity was interpolated from observed gravity values.
 AH7430
 AH7430. The following values were computed from the NAD 83(2007) position.
 AH7430
 AH7430;                    North         East     Units Scale Factor Converg.
 AH7430;SPC MN C     -   183,473.784   815,678.823   MT  0.99997363   +0 08 44.8
 AH7430;SPC MN C     -   601,946.91  2,676,106.27   sFT  0.99997363   +0 08 44.8
 AH7430;UTM  15      - 5,066,899.711   418,449.181   MT  0.99968176   -0 45 03.9
 AH7430
 AH7430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7430!SPC MN C     -   0.99994788  x   0.99997363  =   0.99992151
 AH7430!UTM  15      -   0.99994788  x   0.99968176  =   0.99962965
 AH7430
 AH7430:                Primary Azimuth Mark                     Grid Az
 AH7430:SPC MN C     -  FRUIT                                    358 31 37.4
 AH7430:UTM  15      -  FRUIT                                    359 25 26.1
 AH7430
 AH7430|---------------------------------------------------------------------|
 AH7430| PID    Reference Object                     Distance      Geod. Az  |
 AH7430|                                                           dddmmss.s |
 AH7430| DG6015 FRUIT                               429.046 METERS 3584022.2 |
 AH7430|---------------------------------------------------------------------|
 AH7430
 AH7430                          SUPERSEDED SURVEY CONTROL
 AH7430
 AH7430  NAD 83(1996)-  45 45 03.03940(N)    094 02 54.57707(W) AD(       ) 1
 AH7430  ELLIP H (07/06/04)  332.534  (m)                       GP(       ) 3 2
 AH7430  NAVD 88 (07/06/04)  359.52   (m)         1179.5    (f) LEVELING    3  
 AH7430
 AH7430.Superseded values are not recommended for survey control.
 AH7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7430.See file dsdata.txt to determine how the superseded data were derived.
 AH7430
 AH7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1844966899(NAD 83)
 AH7430
 AH7430_MARKER: DD = SURVEY DISK
 AH7430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7430_STAMPING: 0508 K 1994
 AH7430_MARK LOGO: MNDT  
 AH7430_PROJECTION: RECESSED 8 CENTIMETERS
 AH7430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7430+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2003
 AH7430_ROD/PIPE-DEPTH:  3.0 meters
 AH7430
 AH7430  HISTORY     - Date     Condition        Report By
 AH7430  HISTORY     - 1994     MONUMENTED       MNDT
 AH7430  HISTORY     - 20031029 GOOD             MNDT
 AH7430
 AH7430                          STATION DESCRIPTION
 AH7430
 AH7430'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7430'2 MI (3.2 KM) EAST OF SILVER CORNERS, 5.25 MI (8.45 KM) WNW ALONG TH
 AH7430'25 FROM JCT OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 110.15, 78 FT
 AH7430'(23.8 M) NORTH OF TH 25, 44 FT (13.4 M) WEST OF CO RD 59 (55TH AV NE)
 AH7430', 4.0 FT (1.2 M) NORTH OF A FENCE COR, 16.4 FT (5.0 M) NNW OF THE SIGN
 AH7430'POST FOR TH 25 AND 55TH AVE NE, 79.4 FT (24.2 M) WNW OF A TEL CABLE
 AH7430'PED, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 AH7430
 AH7430                          STATION RECOVERY (2003)
 AH7430
 AH7430'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7430'2.0 MILES EAST OF SILVER CORNERS, 5.25 MILES WEST-NORTHWEST ALONG
 AH7430'TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 3
 AH7430'IN GILMAN, AT TRUNK HIGHWAY 25 MILEPOINT 110.15, 78.0 FEET NORTH OF
 AH7430'TRUNK HIGHWAY 25, 44.0 FEET WEST OF COUNTY ROAD 59 (55TH AVENUE NE),
 AH7430'4.0 FEET NORTH OF FENCE CORNER, 16.4 FEET NORTH-NORTHWEST OF TRUNK
 AH7430'HIGHWAY 25 AND 55TH AVENUE NORTHEAST SIGN POST, 79.4 FEET
 AH7430'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL, 1.2 FEET NORTH OF WITNESS
 AH7430'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7431 ***********************************************************************
 AH7431  DESIGNATION -  0508 L
 AH7431  PID         -  AH7431
 AH7431  STATE/COUNTY-  MN/BENTON
 AH7431  COUNTRY     -  US
 AH7431  USGS QUAD   -  LITTLE ROCK (1978)
 AH7431
 AH7431                         *CURRENT SURVEY CONTROL
 AH7431  ______________________________________________________________________
 AH7431* NAD 83(1986) POSITION- 45 45 02.8    (N) 094 04 10.7    (W)   HD_HELD2  
 AH7431* NAVD 88 ORTHO HEIGHT -   356.234  (meters)    1168.74  (feet) ADJUSTED  
 AH7431  ______________________________________________________________________
 AH7431  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 AH7431  DYNAMIC HEIGHT  -        356.230 (meters)     1168.73  (feet) COMP
 AH7431  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 AH7431
 AH7431  VERT ORDER      -  SECOND    CLASS I
 AH7431
 AH7431.The horizontal coordinates were established by autonomous hand held GPS
 AH7431.observations and have an estimated accuracy of +/- 10 meters.
 AH7431.
 AH7431.The orthometric height was determined by differential leveling and
 AH7431.adjusted in August 2004.
 AH7431
 AH7431.The dynamic height is computed by dividing the NAVD 88
 AH7431.geopotential number by the normal gravity value computed on the
 AH7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7431.degrees latitude (g = 980.6199 gals.).
 AH7431
 AH7431.The modeled gravity was interpolated from observed gravity values.
 AH7431
 AH7431;                    North         East    Units  Estimated Accuracy
 AH7431;SPC MN C     -   183,462.      814,034.      MT  (+/- 10 meters HH2 GPS)
 AH7431
 AH7431                          SUPERSEDED SURVEY CONTROL
 AH7431
 AH7431.No superseded survey control is available for this station.
 AH7431
 AH7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1680466914(NAD 83)
 AH7431
 AH7431_MARKER: DD = SURVEY DISK
 AH7431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7431_STAMPING: 0508 L 1994
 AH7431_MARK LOGO: MNDT  
 AH7431_PROJECTION: RECESSED 5 CENTIMETERS
 AH7431_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7431+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7431_ROD/PIPE-DEPTH:  4.6 meters
 AH7431
 AH7431  HISTORY     - Date     Condition        Report By
 AH7431  HISTORY     - 1994     MONUMENTED       MNDT
 AH7431
 AH7431                          STATION DESCRIPTION
 AH7431
 AH7431'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7431'1 MI (1.6 KM) EAST OF SILVER CORNERS, 6.45 MI (10.38 KM) WNW ALONG TH
 AH7431'25 FROM JCT OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 111.2, 85 FT
 AH7431'(25.9 M) NORTH OF TH 25, 37 FT (11.3 M) WEST OF 45TH AV NE, 2.6 FT
 AH7431'(0.8 M) NORTH OF A P-POLE, 73.7 FT (22.5 M) WNW OF A TEL CABLE PED,
 AH7431'21.4 FT (6.5 M) NNW OF THE SIGN POST FOR 45TH AVE NE, 1.6 FT (0.5 M)
 AH7431'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7432 ***********************************************************************
 AH7432  DESIGNATION -  0508 M
 AH7432  PID         -  AH7432
 AH7432  STATE/COUNTY-  MN/BENTON
 AH7432  COUNTRY     -  US
 AH7432  USGS QUAD   -  LITTLE ROCK (1978)
 AH7432
 AH7432                         *CURRENT SURVEY CONTROL
 AH7432  ______________________________________________________________________
 AH7432* NAD 83(1986) POSITION- 45 45 03.     (N) 094 05 16.     (W)   SCALED    
 AH7432* NAVD 88 ORTHO HEIGHT -   346.191  (meters)    1135.80  (feet) ADJUSTED  
 AH7432  ______________________________________________________________________
 AH7432  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 AH7432  DYNAMIC HEIGHT  -        346.188 (meters)     1135.79  (feet) COMP
 AH7432  MODELED GRAVITY -    980,596.1   (mgal)                       NAVD 88
 AH7432
 AH7432  VERT ORDER      -  SECOND    CLASS I
 AH7432
 AH7432.The horizontal coordinates were scaled from a topographic map and have
 AH7432.an estimated accuracy of +/- 6 seconds.
 AH7432.
 AH7432.The orthometric height was determined by differential leveling and
 AH7432.adjusted in August 2004.
 AH7432
 AH7432.The dynamic height is computed by dividing the NAVD 88
 AH7432.geopotential number by the normal gravity value computed on the
 AH7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7432.degrees latitude (g = 980.6199 gals.).
 AH7432
 AH7432.The modeled gravity was interpolated from observed gravity values.
 AH7432
 AH7432;                    North         East    Units  Estimated Accuracy
 AH7432;SPC MN C     -   183,470.      812,620.      MT  (+/- 180 meters Scaled)
 AH7432
 AH7432                          SUPERSEDED SURVEY CONTROL
 AH7432
 AH7432.No superseded survey control is available for this station.
 AH7432
 AH7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL153669(NAD 83)
 AH7432
 AH7432_MARKER: DV = VERTICAL CONTROL DISK
 AH7432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AH7432_SP_SET: BRIDGE HEADWALL
 AH7432_STAMPING: 0508 M 1994
 AH7432_MARK LOGO: MNDT  
 AH7432_PROJECTION: FLUSH
 AH7432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7432+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7432
 AH7432  HISTORY     - Date     Condition        Report By
 AH7432  HISTORY     - 1994     MONUMENTED       MNDT
 AH7432
 AH7432                          STATION DESCRIPTION
 AH7432
 AH7432'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7432'IN SILVER CORNERS, IN THE HEADWALL AT THE NW COR OF TH 25 BRDG NO 8801
 AH7432'OVER THE MAYHEW CREEK, 7.3 MI (11.7 KM) WNW ALONG TH 25 FROM JCT OF TH
 AH7432'25 AND CO RD 3 IN GILMAN, AT TH 25 MP 112.05, 22 FT (6.7 M) NE OF TH
 AH7432'25, 42 FT (12.8 M) SE OF CO RD 2 EXTENDED, 1.0 FT (0.3 M) SE OF THE NW
 AH7432'COR OF THE BRDG HEADWALL, 160.0 FT (48.8 M) SE OF THE SIGN POST FOR CO
 AH7432'RD 2.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7433 ***********************************************************************
 AH7433  DESIGNATION -  0508 N
 AH7433  PID         -  AH7433
 AH7433  STATE/COUNTY-  MN/BENTON
 AH7433  COUNTRY     -  US
 AH7433  USGS QUAD   -  LITTLE ROCK (1978)
 AH7433
 AH7433                         *CURRENT SURVEY CONTROL
 AH7433  ______________________________________________________________________
 AH7433* NAD 83(1986) POSITION- 45 45 55.9    (N) 094 05 27.2    (W)   HD_HELD2  
 AH7433* NAVD 88 ORTHO HEIGHT -   351.858  (meters)    1154.39  (feet) ADJUSTED  
 AH7433  ______________________________________________________________________
 AH7433  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 AH7433  DYNAMIC HEIGHT  -        351.856 (meters)     1154.38  (feet) COMP
 AH7433  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 AH7433
 AH7433  VERT ORDER      -  SECOND    CLASS I
 AH7433
 AH7433.The horizontal coordinates were established by autonomous hand held GPS
 AH7433.observations and have an estimated accuracy of +/- 10 meters.
 AH7433.
 AH7433.The orthometric height was determined by differential leveling and
 AH7433.adjusted in August 2004.
 AH7433
 AH7433.The dynamic height is computed by dividing the NAVD 88
 AH7433.geopotential number by the normal gravity value computed on the
 AH7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7433.degrees latitude (g = 980.6199 gals.).
 AH7433
 AH7433.The modeled gravity was interpolated from observed gravity values.
 AH7433
 AH7433;                    North         East    Units  Estimated Accuracy
 AH7433;SPC MN C     -   185,098.      812,377.      MT  (+/- 10 meters HH2 GPS)
 AH7433
 AH7433                          SUPERSEDED SURVEY CONTROL
 AH7433
 AH7433.No superseded survey control is available for this station.
 AH7433
 AH7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1517368575(NAD 83)
 AH7433
 AH7433_MARKER: DD = SURVEY DISK
 AH7433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7433_STAMPING: 0508 N 1994
 AH7433_MARK LOGO: MNDT  
 AH7433_PROJECTION: RECESSED 3 CENTIMETERS
 AH7433_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7433+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7433_ROD/PIPE-DEPTH:  4.0 meters
 AH7433
 AH7433  HISTORY     - Date     Condition        Report By
 AH7433  HISTORY     - 1994     MONUMENTED       MNDT
 AH7433
 AH7433                          STATION DESCRIPTION
 AH7433
 AH7433'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7433'1 MI (1.6 KM) NORTH OF SILVER CORNERS, 8.4 MI (13.5 KM) WNW ALONG TH
 AH7433'25 FROM JCT OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 113.15, 73 FT
 AH7433'(22.3 M) EAST OF TH 25, 131 FT (39.9 M) NORTH OF CO RD 42, 1.9 FT (0.6
 AH7433'M) SOUTH OF A P-POLE, 152.5 FT (46.5 M) NW OF A TEL CABLE PEDESTAL,
 AH7433'5.3 FT (1.6 M) SW OF A CONC R/W POST, 1.9 FT (0.6 M) NORTH OF A
 AH7433'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7434 ***********************************************************************
 AH7434  DESIGNATION -  0508 P
 AH7434  PID         -  AH7434
 AH7434  STATE/COUNTY-  MN/BENTON
 AH7434  COUNTRY     -  US
 AH7434  USGS QUAD   -  LITTLE ROCK (1978)
 AH7434
 AH7434                         *CURRENT SURVEY CONTROL
 AH7434  ______________________________________________________________________
 AH7434* NAD 83(1986) POSITION- 45 46 47.3    (N) 094 05 28.9    (W)   HD_HELD2  
 AH7434* NAVD 88 ORTHO HEIGHT -   356.294  (meters)    1168.94  (feet) ADJUSTED  
 AH7434  ______________________________________________________________________
 AH7434  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 AH7434  DYNAMIC HEIGHT  -        356.292 (meters)     1168.93  (feet) COMP
 AH7434  MODELED GRAVITY -    980,598.5   (mgal)                       NAVD 88
 AH7434
 AH7434  VERT ORDER      -  SECOND    CLASS I
 AH7434
 AH7434.The horizontal coordinates were established by autonomous hand held GPS
 AH7434.observations and have an estimated accuracy of +/- 10 meters.
 AH7434.
 AH7434.The orthometric height was determined by differential leveling and
 AH7434.adjusted in August 2004.
 AH7434
 AH7434.The dynamic height is computed by dividing the NAVD 88
 AH7434.geopotential number by the normal gravity value computed on the
 AH7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7434.degrees latitude (g = 980.6199 gals.).
 AH7434
 AH7434.The modeled gravity was interpolated from observed gravity values.
 AH7434
 AH7434;                    North         East    Units  Estimated Accuracy
 AH7434;SPC MN C     -   186,685.      812,337.      MT  (+/- 10 meters HH2 GPS)
 AH7434
 AH7434                          SUPERSEDED SURVEY CONTROL
 AH7434
 AH7434.No superseded survey control is available for this station.
 AH7434
 AH7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1515870161(NAD 83)
 AH7434
 AH7434_MARKER: DD = SURVEY DISK
 AH7434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7434_STAMPING: 0508 P 1994
 AH7434_MARK LOGO: MNDT  
 AH7434_PROJECTION: FLUSH
 AH7434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7434+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7434_ROD/PIPE-DEPTH:  4.3 meters
 AH7434
 AH7434  HISTORY     - Date     Condition        Report By
 AH7434  HISTORY     - 1994     MONUMENTED       MNDT
 AH7434
 AH7434                          STATION DESCRIPTION
 AH7434
 AH7434'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7434'2 MI (3.2 KM) NORTH OF SILVER CORNERS, 9.4 MI (15.1 KM) NW ALONG TH 25
 AH7434'FROM JCT OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 114.1, 150 FT
 AH7434'(45.7 M) EAST OF TH 25, 53 FT (16.2 M) NORTH OF CO RD 12, 123.6 FT
 AH7434'(37.7 M) SE OF A P-POLE, 121.2 FT (36.9 M) NE OF A P-POLE, 27 FT (8.2
 AH7434'M) WEST OF AN ENT, 1.1 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7435 ***********************************************************************
 AH7435  DESIGNATION -  0508 Q
 AH7435  PID         -  AH7435
 AH7435  STATE/COUNTY-  MN/BENTON
 AH7435  COUNTRY     -  US
 AH7435  USGS QUAD   -  LITTLE ROCK (1978)
 AH7435
 AH7435                         *CURRENT SURVEY CONTROL
 AH7435  ______________________________________________________________________
 AH7435* NAD 83(1986) POSITION- 45 47 47.2    (N) 094 05 33.9    (W)   HD_HELD2  
 AH7435* NAVD 88 ORTHO HEIGHT -   358.761  (meters)    1177.04  (feet) ADJUSTED  
 AH7435  ______________________________________________________________________
 AH7435  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 AH7435  DYNAMIC HEIGHT  -        358.759 (meters)     1177.03  (feet) COMP
 AH7435  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 AH7435
 AH7435  VERT ORDER      -  SECOND    CLASS I
 AH7435
 AH7435.The horizontal coordinates were established by autonomous hand held GPS
 AH7435.observations and have an estimated accuracy of +/- 10 meters.
 AH7435.
 AH7435.The orthometric height was determined by differential leveling and
 AH7435.adjusted in August 2004.
 AH7435
 AH7435.The dynamic height is computed by dividing the NAVD 88
 AH7435.geopotential number by the normal gravity value computed on the
 AH7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7435.degrees latitude (g = 980.6199 gals.).
 AH7435
 AH7435.The modeled gravity was interpolated from observed gravity values.
 AH7435
 AH7435;                    North         East    Units  Estimated Accuracy
 AH7435;SPC MN C     -   188,534.      812,225.      MT  (+/- 10 meters HH2 GPS)
 AH7435
 AH7435                          SUPERSEDED SURVEY CONTROL
 AH7435
 AH7435.No superseded survey control is available for this station.
 AH7435
 AH7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1507672012(NAD 83)
 AH7435
 AH7435_MARKER: DD = SURVEY DISK
 AH7435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7435_STAMPING: 0508 Q 1994
 AH7435_MARK LOGO: MNDT  
 AH7435_PROJECTION: FLUSH
 AH7435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7435+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7435_ROD/PIPE-DEPTH:  3.0 meters
 AH7435
 AH7435  HISTORY     - Date     Condition        Report By
 AH7435  HISTORY     - 1994     MONUMENTED       MNDT
 AH7435
 AH7435                          STATION DESCRIPTION
 AH7435
 AH7435'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7435'3 MI (4.8 KM) NORTH OF SILVER CORNERS, 10.55 MI (16.98 KM) NW ALONG TH
 AH7435'25 FROM JCT OF TH 25 AND CO RD 3 IN GILMAN, AT TH 25 MP 115.25, ABOUT
 AH7435'600 FT (182.9 M) NORTH OF CO RD 41, 57.5 FT (17.5 M) EAST OF TH 25,
 AH7435'193.9 SSE OF A STEEL POST, 14.6 FT (4.5 M) NORTH OF A 5 INCH CEDAR
 AH7435'TREE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7436 ***********************************************************************
 AH7436  DESIGNATION -  0508 R
 AH7436  PID         -  AH7436
 AH7436  STATE/COUNTY-  MN/BENTON
 AH7436  COUNTRY     -  US
 AH7436  USGS QUAD   -  LITTLE ROCK (1978)
 AH7436
 AH7436                         *CURRENT SURVEY CONTROL
 AH7436  ______________________________________________________________________
 AH7436* NAD 83(1986) POSITION- 45 48 33.5    (N) 094 05 33.6    (W)   HD_HELD2  
 AH7436* NAVD 88 ORTHO HEIGHT -   366.672  (meters)    1202.99  (feet) ADJUSTED  
 AH7436  ______________________________________________________________________
 AH7436  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 AH7436  DYNAMIC HEIGHT  -        366.670 (meters)     1202.98  (feet) COMP
 AH7436  MODELED GRAVITY -    980,601.1   (mgal)                       NAVD 88
 AH7436
 AH7436  VERT ORDER      -  SECOND    CLASS I
 AH7436
 AH7436.The horizontal coordinates were established by autonomous hand held GPS
 AH7436.observations and have an estimated accuracy of +/- 10 meters.
 AH7436.
 AH7436.The orthometric height was determined by differential leveling and
 AH7436.adjusted in August 2004.
 AH7436
 AH7436.The dynamic height is computed by dividing the NAVD 88
 AH7436.geopotential number by the normal gravity value computed on the
 AH7436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7436.degrees latitude (g = 980.6199 gals.).
 AH7436
 AH7436.The modeled gravity was interpolated from observed gravity values.
 AH7436
 AH7436;                    North         East    Units  Estimated Accuracy
 AH7436;SPC MN C     -   189,964.      812,229.      MT  (+/- 10 meters HH2 GPS)
 AH7436
 AH7436                          SUPERSEDED SURVEY CONTROL
 AH7436
 AH7436.No superseded survey control is available for this station.
 AH7436
 AH7436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1510273440(NAD 83)
 AH7436
 AH7436_MARKER: DD = SURVEY DISK
 AH7436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7436_STAMPING: 0508 R 1994
 AH7436_MARK LOGO: MNDT  
 AH7436_PROJECTION: FLUSH
 AH7436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7436+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7436_ROD/PIPE-DEPTH:  6.1 meters
 AH7436
 AH7436  HISTORY     - Date     Condition        Report By
 AH7436  HISTORY     - 1994     MONUMENTED       MNDT
 AH7436
 AH7436                          STATION DESCRIPTION
 AH7436
 AH7436'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7436'4 MI (6.4 KM) NORTH OF SILVER CORNERS, 6.15 MI (9.90 KM) SOUTH ALONG
 AH7436'TH 25 FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN TO TH 25 MP 116.15,
 AH7436'THEN 275 FT (83.8 M) EAST ON CO RD 22, 38 FT (11.6 M) NORTH OF CO RD
 AH7436'22, 2.5 FT (0.8 M) WEST OF A P-POLE, 187.6 FT (57.2 M) EAST OF A
 AH7436'P-POLE, 1.3 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7437 ***********************************************************************
 AH7437  DESIGNATION -  0508 S
 AH7437  PID         -  AH7437
 AH7437  STATE/COUNTY-  MN/BENTON
 AH7437  COUNTRY     -  US
 AH7437  USGS QUAD   -  LITTLE ROCK (1978)
 AH7437
 AH7437                         *CURRENT SURVEY CONTROL
 AH7437  ______________________________________________________________________
 AH7437* NAD 83(1986) POSITION- 45 49 24.3    (N) 094 05 40.7    (W)   HD_HELD2  
 AH7437* NAVD 88 ORTHO HEIGHT -   364.922  (meters)    1197.25  (feet) ADJUSTED  
 AH7437  ______________________________________________________________________
 AH7437  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AH7437  DYNAMIC HEIGHT  -        364.921 (meters)     1197.24  (feet) COMP
 AH7437  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 AH7437
 AH7437  VERT ORDER      -  SECOND    CLASS I
 AH7437
 AH7437.The horizontal coordinates were established by autonomous hand held GPS
 AH7437.observations and have an estimated accuracy of +/- 10 meters.
 AH7437.
 AH7437.The orthometric height was determined by differential leveling and
 AH7437.adjusted in August 2004.
 AH7437
 AH7437.The dynamic height is computed by dividing the NAVD 88
 AH7437.geopotential number by the normal gravity value computed on the
 AH7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7437.degrees latitude (g = 980.6199 gals.).
 AH7437
 AH7437.The modeled gravity was interpolated from observed gravity values.
 AH7437
 AH7437;                    North         East    Units  Estimated Accuracy
 AH7437;SPC MN C     -   191,532.      812,073.      MT  (+/- 10 meters HH2 GPS)
 AH7437
 AH7437                          SUPERSEDED SURVEY CONTROL
 AH7437
 AH7437.No superseded survey control is available for this station.
 AH7437
 AH7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1497075010(NAD 83)
 AH7437
 AH7437_MARKER: DD = SURVEY DISK
 AH7437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7437_STAMPING: 0508 S 1994
 AH7437_MARK LOGO: MNDT  
 AH7437_PROJECTION: FLUSH
 AH7437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7437+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7437_ROD/PIPE-DEPTH:  4.0 meters
 AH7437
 AH7437  HISTORY     - Date     Condition        Report By
 AH7437  HISTORY     - 1994     MONUMENTED       MNDT
 AH7437
 AH7437                          STATION DESCRIPTION
 AH7437
 AH7437'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7437'5 MI (8.0 KM) SOUTH OF BUCKMAN, 5.15 MI (8.29 KM) SOUTH ALONG TH 25
 AH7437'FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP 117.1, 59.5 FT
 AH7437'(18.1 M) WEST OF TH 25, 28 FT (8.5 M) SOUTH OF AN ENT, 44.8 FT (13.7
 AH7437'M) NW OF THE WEST LEG OF THE BENTON CO SIGN POST, 103.0 FT (31.4 M) SW
 AH7437'OF THE WEST LEG OF THE MORRISON CO SIGN POST, 1.2 FT (0.4 M) NORTH OF
 AH7437'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0214 ***********************************************************************
 QP0214  DESIGNATION -  0509 A
 QP0214  PID         -  QP0214
 QP0214  STATE/COUNTY-  MN/BENTON
 QP0214  COUNTRY     -  US
 QP0214  USGS QUAD   -  ST CLOUD (1993)
 QP0214
 QP0214                         *CURRENT SURVEY CONTROL
 QP0214  ______________________________________________________________________
 QP0214* NAD 83(1986) POSITION- 45 36 02.     (N) 094 11 08.     (W)   SCALED    
 QP0214* NAVD 88 ORTHO HEIGHT -   307.374  (meters)    1008.44  (feet) ADJUSTED  
 QP0214  ______________________________________________________________________
 QP0214  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 QP0214  DYNAMIC HEIGHT  -        307.369 (meters)     1008.43  (feet) COMP
 QP0214  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QP0214
 QP0214  VERT ORDER      -  SECOND    CLASS 0
 QP0214
 QP0214.The horizontal coordinates were scaled from a topographic map and have
 QP0214.an estimated accuracy of +/- 6 seconds.
 QP0214.
 QP0214.The orthometric height was determined by differential leveling and
 QP0214.adjusted in June 1991.
 QP0214
 QP0214.The dynamic height is computed by dividing the NAVD 88
 QP0214.geopotential number by the normal gravity value computed on the
 QP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0214.degrees latitude (g = 980.6199 gals.).
 QP0214
 QP0214.The modeled gravity was interpolated from observed gravity values.
 QP0214
 QP0214;                    North         East    Units  Estimated Accuracy
 QP0214;SPC MN C     -   166,750.      805,030.      MT  (+/- 180 meters Scaled)
 QP0214
 QP0214                          SUPERSEDED SURVEY CONTROL
 QP0214
 QP0214  NGVD 29 (??/??/92)  307.257  (m)         1008.06   (f) ADJ UNCH    2 0
 QP0214
 QP0214.Superseded values are not recommended for survey control.
 QP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0214.See file dsdata.txt to determine how the superseded data were derived.
 QP0214
 QP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL075503(NAD 83)
 QP0214
 QP0214_MARKER: DD = SURVEY DISK
 QP0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0214_SP_SET: 17 FT.
 QP0214_STAMPING: 0509 A 1974
 QP0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0214
 QP0214  HISTORY     - Date     Condition        Report By
 QP0214  HISTORY     - 1974     MONUMENTED       MNDT
 QP0214
 QP0214                          STATION DESCRIPTION
 QP0214
 QP0214'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0214'1.0 MI NW FROM SAUK RAPIDS.
 QP0214'THE MARK IS LOCATED 1.25 MILES NORTHWEST ALONG T.H. 152 (BROADWAY
 QP0214'AVENUE) FROM THE INTERSECTION OF T.H. 152 AND FIRST STREET IN SAUK
 QP0214'RAPIDS, AT THE JUNCTION OF T.H. 152 AND COUNTY ROAD 33 (OLD T.H. 10).
 QP0214'IT IS ABOUT 200 FEET SOUTHWEST OF T.H. 152 (BROADWAY AVENUE), 57.5
 QP0214'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE BURLINGTON NORTHERN
 QP0214'RAILWAY, 230 FEET NORTHEAST OF THE NORTHEAST BANK OF THE MISSISSIPPI
 QP0214'RIVER, 18 FEET NORTHEAST OF THE CENTER OF A TOWNSHIP ROAD (GRAVEL),
 QP0214'191 FEET NORTH OF THE NORTHWEST CORNER OF A ONE STORY FRAME HOUSE
 QP0214'(YELLOW), 33 FEET NORTHEAST OF POWER POLE NO. 2, AND 34 FEET SOUTHEAST
 QP0214'OF TELEPHONE POLE NO. 3105.  IT IS 1 FOOT SOUTHWEST OF A STEEL WITNESS
 QP0214'POST, 4 FEET LOWER THAN THE TRACKS AND FASTENED TO THE TOP OF A 5/8
 QP0214'INCH STEEL ROD DRIVEN 17 FEET TO REFUSAL AND PROJECTING 4 INCHES. NE
 QP0214'1/4 SECTION 22, T 36N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0212 ***********************************************************************
 QP0212  DESIGNATION -  0509 A 1
 QP0212  PID         -  QP0212
 QP0212  STATE/COUNTY-  MN/BENTON
 QP0212  COUNTRY     -  US
 QP0212  USGS QUAD   -  ST CLOUD (1993)
 QP0212
 QP0212                         *CURRENT SURVEY CONTROL
 QP0212  ______________________________________________________________________
 QP0212* NAD 83(1986) POSITION- 45 35 12.     (N) 094 10 06.     (W)   SCALED    
 QP0212* NAVD 88 ORTHO HEIGHT -   310.092  (meters)    1017.36  (feet) ADJUSTED  
 QP0212  ______________________________________________________________________
 QP0212  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 QP0212  DYNAMIC HEIGHT  -        310.086 (meters)     1017.34  (feet) COMP
 QP0212  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 QP0212
 QP0212  VERT ORDER      -  SECOND    CLASS 0
 QP0212
 QP0212.The horizontal coordinates were scaled from a topographic map and have
 QP0212.an estimated accuracy of +/- 6 seconds.
 QP0212.
 QP0212.The orthometric height was determined by differential leveling and
 QP0212.adjusted in June 1991.
 QP0212
 QP0212.The dynamic height is computed by dividing the NAVD 88
 QP0212.geopotential number by the normal gravity value computed on the
 QP0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0212.degrees latitude (g = 980.6199 gals.).
 QP0212
 QP0212.The modeled gravity was interpolated from observed gravity values.
 QP0212
 QP0212;                    North         East    Units  Estimated Accuracy
 QP0212;SPC MN C     -   165,210.      806,370.      MT  (+/- 180 meters Scaled)
 QP0212
 QP0212                          SUPERSEDED SURVEY CONTROL
 QP0212
 QP0212  NGVD 29 (??/??/92)  309.974  (m)         1016.97   (f) ADJ UNCH    2 0
 QP0212
 QP0212.Superseded values are not recommended for survey control.
 QP0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0212.See file dsdata.txt to determine how the superseded data were derived.
 QP0212
 QP0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL088487(NAD 83)
 QP0212
 QP0212_MARKER: DD = SURVEY DISK
 QP0212_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0212_SP_SET: BRIDGE
 QP0212_STAMPING: 0509 A 1956
 QP0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0212
 QP0212  HISTORY     - Date     Condition        Report By
 QP0212  HISTORY     - 1956     MONUMENTED       MNDT
 QP0212  HISTORY     - 1974     GOOD             MNDT
 QP0212
 QP0212                          STATION DESCRIPTION
 QP0212
 QP0212'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0212'IN SAUK RAPIDS.
 QP0212'THE MARK IS LOCATED IN SAUK RAPIDS, AT THE EAST END OF THE T.H. 152
 QP0212'(1ST STREET) BRIDGE OVER THE MISSISSIPPI RIVER.  IT IS SET IN THE TOP
 QP0212'OF THE SOUTHEAST STONE ABUTMENT OF BRIDGE NO. 5947 (T.H. 152 OVER THE
 QP0212'MISSISSIPPI RIVER), AND 22 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE.
 QP0212'IT IS ABOUT 1 FOOT HIGHER THAN THE ROADWAY.  NW 1/4 SECTION 26, T
 QP0212'36N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0213 ***********************************************************************
 QP0213  DESIGNATION -  0509 A 2
 QP0213  PID         -  QP0213
 QP0213  STATE/COUNTY-  MN/BENTON
 QP0213  COUNTRY     -  US
 QP0213  USGS QUAD   -  ST CLOUD (1993)
 QP0213
 QP0213                         *CURRENT SURVEY CONTROL
 QP0213  ______________________________________________________________________
 QP0213* NAD 83(1986) POSITION- 45 35 55.     (N) 094 10 52.     (W)   SCALED    
 QP0213* NAVD 88 ORTHO HEIGHT -   310.363  (meters)    1018.25  (feet) ADJUSTED  
 QP0213  ______________________________________________________________________
 QP0213  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 QP0213  DYNAMIC HEIGHT  -        310.358 (meters)     1018.23  (feet) COMP
 QP0213  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 QP0213
 QP0213  VERT ORDER      -  SECOND    CLASS 0
 QP0213
 QP0213.The horizontal coordinates were scaled from a topographic map and have
 QP0213.an estimated accuracy of +/- 6 seconds.
 QP0213.
 QP0213.The orthometric height was determined by differential leveling and
 QP0213.adjusted in June 1991.
 QP0213
 QP0213.The dynamic height is computed by dividing the NAVD 88
 QP0213.geopotential number by the normal gravity value computed on the
 QP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0213.degrees latitude (g = 980.6199 gals.).
 QP0213
 QP0213.The modeled gravity was interpolated from observed gravity values.
 QP0213
 QP0213;                    North         East    Units  Estimated Accuracy
 QP0213;SPC MN C     -   166,540.      805,380.      MT  (+/- 180 meters Scaled)
 QP0213
 QP0213                          SUPERSEDED SURVEY CONTROL
 QP0213
 QP0213  NGVD 29 (??/??/92)  310.246  (m)         1017.87   (f) ADJ UNCH    2 0
 QP0213
 QP0213.Superseded values are not recommended for survey control.
 QP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0213.See file dsdata.txt to determine how the superseded data were derived.
 QP0213
 QP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL078501(NAD 83)
 QP0213
 QP0213_MARKER: DZ = AZIMUTH MARK DISK
 QP0213_SETTING: 80 = SET IN A BOULDER
 QP0213_SP_SET: BOULDER
 QP0213_STAMPING: 0509 A2 1974
 QP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0213+STABILITY: SURFACE MOTION
 QP0213
 QP0213  HISTORY     - Date     Condition        Report By
 QP0213  HISTORY     - 1974     MONUMENTED       MNDT
 QP0213
 QP0213                          STATION DESCRIPTION
 QP0213
 QP0213'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0213'0.7 MI NW FROM SAUK RAPIDS.
 QP0213'THE MARK IS LOCATED ABOUT 1.0 MILE NORTHWEST ALONG T.H. 152 (BROADWAY
 QP0213'AVENUE) FROM THE INTERSECTION OF T.H. 152 AND FIRST STREET IN SAUK
 QP0213'RAPIDS, ABOUT 0.25 MILES SOUTHEAST ALONG T.H. 152 FROM THE JUNCTION OF
 QP0213'T.H. 152 AND COUNTY ROAD 33 (OLD T.H. 10).  IT IS 35 FEET NORTHEAST OF
 QP0213'THE CENTERLINE OF T.H. 152 (BROADWAY) 45.4 FEET SOUTHEAST OF A HIGHWAY
 QP0213'INFORMATION SIGN (T.H. 152), 102 FEET SOUTHEAST OF THE CENTER OF A
 QP0213'DRIVEWAY, AND 1 FOOT WEST OF THE EAST EDGE OF AN 8 FOOT BY 8 FOOT
 QP0213'BOULDER.  IT IS 1.3 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT
 QP0213'LEVEL WITH THE ROADWAY, ABOUT 2.5 FEET ABOVE THE GROUND, AND CEMENTED
 QP0213'INTO A DRILL HOLE IN THE ROCK.  NE 1/4 SECTION 22, T 36N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0215 ***********************************************************************
 QP0215  DESIGNATION -  0509 B
 QP0215  PID         -  QP0215
 QP0215  STATE/COUNTY-  MN/BENTON
 QP0215  COUNTRY     -  US
 QP0215  USGS QUAD   -  ST CLOUD (1993)
 QP0215
 QP0215                         *CURRENT SURVEY CONTROL
 QP0215  ______________________________________________________________________
 QP0215* NAD 83(2007) POSITION- 45 36 22.29437(N) 094 10 55.65795(W)   ADJUSTED  
 QP0215* NAD 83(2007) ELLIP HT-   299.838 (meters)        (02/10/07)   ADJUSTED
 QP0215* NAD 83(2007) EPOCH   -  2002.00
 QP0215* NAVD 88 ORTHO HEIGHT -   326.800  (meters)    1072.18  (feet) ADJUSTED  
 QP0215  ______________________________________________________________________
 QP0215  NAD 83(2007) X  -   -325,977.620 (meters)                     COMP
 QP0215  NAD 83(2007) Y  - -4,458,008.965 (meters)                     COMP
 QP0215  NAD 83(2007) Z  -  4,534,948.166 (meters)                     COMP
 QP0215  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC09
 QP0215  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 QP0215  DYNAMIC HEIGHT  -        326.795 (meters)     1072.16  (feet) COMP
 QP0215  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 QP0215
 QP0215  VERT ORDER      -  SECOND    CLASS I
 QP0215
 QP0215  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0215  Type                                         Horiz  Ellip  Dist(km)
 QP0215  -------------------------------------------------------------------
 QP0215  NETWORK                                       0.43   0.51
 QP0215  -------------------------------------------------------------------
 QP0215  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.48   0.37      2.06
 QP0215  -------------------------------------------------------------------
 QP0215  NOTE: Click here for information on individual local accuracy
 QP0215  values and other accuracy information.
 QP0215
 QP0215
 QP0215.The horizontal coordinates were established by GPS observations
 QP0215.and adjusted by the National Geodetic Survey in February 2007.
 QP0215
 QP0215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0215.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0215
 QP0215.The horizontal coordinates are valid at the epoch date displayed above
 QP0215.which is a decimal equivalence of Year/Month/Day.
 QP0215
 QP0215.The orthometric height was determined by differential leveling and
 QP0215.adjusted in May 2007.
 QP0215
 QP0215.Photographs are available for this station.
 QP0215
 QP0215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0215
 QP0215.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0215
 QP0215.The ellipsoidal height was determined by GPS observations
 QP0215.and is referenced to NAD 83.
 QP0215
 QP0215.The dynamic height is computed by dividing the NAVD 88
 QP0215.geopotential number by the normal gravity value computed on the
 QP0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0215.degrees latitude (g = 980.6199 gals.).
 QP0215
 QP0215.The modeled gravity was interpolated from observed gravity values.
 QP0215
 QP0215. The following values were computed from the NAD 83(2007) position.
 QP0215
 QP0215;                    North         East     Units Scale Factor Converg.
 QP0215;SPC MN C     -   167,379.028   805,294.836   MT  1.00000229   +0 02 56.8
 QP0215;SPC MN C     -   549,142.69  2,642,038.14   sFT  1.00000229   +0 02 56.8
 QP0215;UTM  15      - 5,050,973.882   407,818.084   MT  0.99970447   -0 50 41.1
 QP0215
 QP0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0215!SPC MN C     -   0.99995299  x   1.00000229  =   0.99995528
 QP0215!UTM  15      -   0.99995299  x   0.99970447  =   0.99965748
 QP0215
 QP0215                          SUPERSEDED SURVEY CONTROL
 QP0215
 QP0215  NAD 83(1996)-  45 36 22.29400(N)    094 10 55.65789(W) AD(       ) 1
 QP0215  ELLIP H (07/14/03)  299.869  (m)                       GP(       ) 3 2
 QP0215  NAD 83(1996)-  45 36 22.29371(N)    094 10 55.65764(W) AD(       ) 2
 QP0215  NAD 83(1986)-  45 36 22.29075(N)    094 10 55.65327(W) AD(       ) 2
 QP0215  NAD 27      -  45 36 22.41811(N)    094 10 54.68068(W) AD(       ) 2
 QP0215  NAVD 88 (07/14/03)  326.81   (m)         1072.2    (f) LEVELING    3  
 QP0215  NAVD 88 (06/15/91)  326.811  (m)         1072.21   (f) SUPERSEDED  2 0
 QP0215  NGVD 29 (??/??/92)  326.693  (m)         1071.83   (f) ADJ UNCH    2 0
 QP0215
 QP0215.Superseded values are not recommended for survey control.
 QP0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0215.See file dsdata.txt to determine how the superseded data were derived.
 QP0215
 QP0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0781850973(NAD 83)
 QP0215
 QP0215_MARKER: DB = BENCH MARK DISK
 QP0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0215_STAMPING: 0509 B 1974
 QP0215_MARK LOGO: MNHD  
 QP0215_PROJECTION: FLUSH
 QP0215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0215+STABILITY: SURFACE MOTION
 QP0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0215+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 QP0215
 QP0215  HISTORY     - Date     Condition        Report By
 QP0215  HISTORY     - 1974     MONUMENTED       MNHD
 QP0215  HISTORY     - 1974     GOOD             NGS
 QP0215  HISTORY     - 19960501 GOOD             MNDT
 QP0215  HISTORY     - 20001012 GOOD             MNDT
 QP0215  HISTORY     - 20050420 GOOD             MNDT
 QP0215  HISTORY     - 20050420 GOOD             MNDT
 QP0215
 QP0215                          STATION DESCRIPTION
 QP0215
 QP0215'DESCRIBED BY MN HIGHWAY DEPT 1974 (DKH)
 QP0215'THE STATION IS LOCATED ABOUT 1/2 MILE NORTHWEST OF THE TOWN OF SAUK
 QP0215'RAPIDS OR 0.6 MILE NORTH OF THE MISSISSIPPI RIVER, IN THE SE 1/4 OF
 QP0215'SECTION 15, T36N, R31W, ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 15.
 QP0215'
 QP0215'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY
 QP0215'ROAD 33 (OLD TRUNK HIGHWAY 10), IN SAUK RAPIDS, GO NORTH ON TRUNK
 QP0215'HIGHWAY 15 FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 QP0215'
 QP0215'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QP0215'STAMPED---0509B 1974---, IS SET IN THE TOP OF A 5 INCH SQUARE PRECAST
 QP0215'CONCRETE POST THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 QP0215'THE MARK IS 88.3 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 QP0215'TRUNK HIGHWAY 15, 10.6 FEET WEST OF THE RIGHT-OF-WAY FENCE, 107 FEET
 QP0215'SOUTHEAST OF THE EAST END OF A 36 INCH DIAMETER CONCRETE CULVERT, 48.5
 QP0215'FEET NORTH OF A CONTROLLED ACCESS SIGNPOST, AND 0.6 FOOT WEST OF A
 QP0215'STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR THIS STATION.
 QP0215'
 QP0215'THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION SAUK MNDT.
 QP0215
 QP0215                          STATION RECOVERY (1974)
 QP0215
 QP0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 QP0215'1.0 MI NW FROM SAUK RAPIDS.
 QP0215'THE MARK IS LOCATED ABOUT 1.0 MILE SOUTHWEST ALONG T.H. 152 FROM THE
 QP0215'JUNCTION OF T.H. 152 AND T.H. 10 NORTH OF SAUK RAPIDS, ABOUT 0.5 MILES
 QP0215'NORTHEAST ALONG T.H. 152 FROM THE JUNCTION OF COUNTY ROAD 33 (OLD T.H.
 QP0215'10) AND T.H. 152, ABOUT 0.6 MILES NORTHEAST OF THE MISSISSIPPI RIVER.
 QP0215'IT IS 88.3 FEET EAST OF THE CENTERLINE OF T.H. 52 NORTHBOUND (STATION
 QP0215'1316), 107 FEET SOUTHEAST OF THE EAST END OF A 36 INCH CONCRETE
 QP0215'CULVERT UNDER THE NORTHBOUND LANE, 48.5 FEET NORTH OF A RIGHT OF WAY
 QP0215'POST WITH A CONTROLLED ACCESS SIGN, AND 10.6 FEET WEST OF THE EAST
 QP0215'RIGHT OF WAY FENCE.  IT IS 0.6 FEET WEST OF A STEEL WITNESS POST,
 QP0215'ABOUT 2 FEET LOWER THAN THE HIGHWAY AND PROJECTS 2 INCHES. THE
 QP0215'REINFORCED CONCRETE POST IS MAGNETIC.  SE 1/4 SECTION 15, T 36N, R
 QP0215'31W.
 QP0215
 QP0215                          STATION RECOVERY (1996)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 QP0215'THE MARK WAS RECOVERED 0.3 MI (0.5 KM) NORTH ALONG TH 15 FROM THE JCT
 QP0215'OF CO RD 33 IN SAUK RAPIDS AND AS PREVIOUSLY DESCRIBED.
 QP0215
 QP0215                          STATION RECOVERY (2000)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QP0215'0.3 MI (0.5 KM) NORTH ALONG TH 15 FROM JCT OF CO RD 33 IN SAUK RAPIDS,
 QP0215'88.3 FT (26.9 M) EAST OF NB TH 15, 10.6 FT (3.2 M) WEST OF FENCE, 107
 QP0215'FT (32.6 M) SE OF EAST END OF 36 INCH CONC CULVERT, 48.5 FT (14.8 M)
 QP0215'NORTH OF CONTROLLED ACCESS SIGN POST, 0.6 FT (18.3 CM) WEST OF WIT
 QP0215'POST.
 QP0215
 QP0215                          STATION RECOVERY (2005)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0215'0.5 MILE NORTHWEST OF SAUK RAPIDS, 0.6 MILE NORTH OF MISSISSIPPI
 QP0215'RIVER, 0.3 MILE NORTH  ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK
 QP0215'HIGH WAY 15 AND COUNTY ROAD 33 IN SAUK  RAPIDS,  88.3 FEET EAST OF
 QP0215'NORTHBOUND TRUNK HIGHWAY 15 AT MILEPOINT 154.65,,  10.6 FEET  WEST OF
 QP0215'FENCE, 107 FEET SOUTHEAST OF EAST END OF CULVERT, 48 .5 FEET NORTH OF
 QP0215'CONTROLLED ACCESS SIGN POST, 0.6 FOOT WEST OF WITNESS  POST.  DISK IS
 QP0215'FLUSH.
 QP0215
 QP0215                          STATION RECOVERY (2005)
 QP0215
 QP0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0215'0.5 MILES NORTHWEST OF SAUK RAPIDS, 0.6 MILES NORTH OF MISSISSIPPI
 QP0215'RIVER, 0.3 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK
 QP0215'HIGHWAY 15 AND COUNTY ROAD 33 IN SAUK RAPIDS, AT MILEPOINT 154.65,
 QP0215' 
 QP0215'88.3 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 15, 10.6 FEET WEST OF RIGHT
 QP0215'OF WAY FENCE, 107 FEET SOUTHEAST OF EAST END OF 36 INCH CONCRETE
 QP0215'CULVERT, 48.5 FEET NORTH OF CONTROLLED ACCESS SIGN POST, 0.6 FEET WEST
 QP0215'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0216 ***********************************************************************
 QP0216  DESIGNATION -  0509 C
 QP0216  PID         -  QP0216
 QP0216  STATE/COUNTY-  MN/BENTON
 QP0216  COUNTRY     -  US
 QP0216  USGS QUAD   -  ST CLOUD (1993)
 QP0216
 QP0216                         *CURRENT SURVEY CONTROL
 QP0216  ______________________________________________________________________
 QP0216* NAD 83(1986) POSITION- 45 36 51.     (N) 094 10 34.     (W)   SCALED    
 QP0216* NAVD 88 ORTHO HEIGHT -   331.819  (meters)    1088.64  (feet) ADJUSTED  
 QP0216  ______________________________________________________________________
 QP0216  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 QP0216  DYNAMIC HEIGHT  -        331.814 (meters)     1088.63  (feet) COMP
 QP0216  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0216
 QP0216  VERT ORDER      -  SECOND    CLASS 0
 QP0216
 QP0216.The horizontal coordinates were scaled from a topographic map and have
 QP0216.an estimated accuracy of +/- 6 seconds.
 QP0216.
 QP0216.The orthometric height was determined by differential leveling and
 QP0216.adjusted in June 1991.
 QP0216
 QP0216.The dynamic height is computed by dividing the NAVD 88
 QP0216.geopotential number by the normal gravity value computed on the
 QP0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0216.degrees latitude (g = 980.6199 gals.).
 QP0216
 QP0216.The modeled gravity was interpolated from observed gravity values.
 QP0216
 QP0216;                    North         East    Units  Estimated Accuracy
 QP0216;SPC MN C     -   168,270.      805,760.      MT  (+/- 180 meters Scaled)
 QP0216
 QP0216                          SUPERSEDED SURVEY CONTROL
 QP0216
 QP0216  NGVD 29 (??/??/92)  331.702  (m)         1088.26   (f) ADJ UNCH    2 0
 QP0216
 QP0216.Superseded values are not recommended for survey control.
 QP0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0216.See file dsdata.txt to determine how the superseded data were derived.
 QP0216
 QP0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL083518(NAD 83)
 QP0216
 QP0216_MARKER: DD = SURVEY DISK
 QP0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0216_STAMPING: 0509 C 1974
 QP0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0216+STABILITY: SURFACE MOTION
 QP0216
 QP0216  HISTORY     - Date     Condition        Report By
 QP0216  HISTORY     - 1974     MONUMENTED       MNDT
 QP0216
 QP0216                          STATION DESCRIPTION
 QP0216
 QP0216'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0216'1.5 MI N FROM SAUK RAPIDS.
 QP0216'THE MARK IS LOCATED 0.4 MILES SOUTHWEST ALONG T.H. 152 FROM THE
 QP0216'JUNCTION OF T.H. 152 AND T.H. 10 NORTH OF SAUK RAPIDS, ABOUT 1.0 MILES
 QP0216'NORTHEAST ALONG T.H. 152 FROM THE JUNCTION OF COUNTY ROAD 33 (OLD T.H.
 QP0216'10) AND T.H. 152, ABOUT 1.1 MILES NORTHEAST OF THE MISSISSIPPI RIVER.
 QP0216'IT IS 96 FEET EAST OF THE CENTERLINE OF T.H. 152 NORTHBOUND (STATION
 QP0216'1348 + 28), 28.4 FEET NORTH OF A RIGHT OF WAY MARKER POST, AND 2.1
 QP0216'FEET WEST OF THE EAST RIGHT OF WAY FENCE.  IT IS 0.9 FEET WEST OF A
 QP0216'STEEL WITNESS POST, AND PROJECTS 3 INCHES.  THE REINFORCED CONCRETE
 QP0216'POST IS MAGNETIC.  NE 1/4 SECTION 15, T 36N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4097 ***********************************************************************
 DI4097  DESIGNATION -  0509 D
 DI4097  PID         -  DI4097
 DI4097  STATE/COUNTY-  MN/BENTON
 DI4097  COUNTRY     -  US
 DI4097  USGS QUAD   -  ST CLOUD (1993)
 DI4097
 DI4097                         *CURRENT SURVEY CONTROL
 DI4097  ______________________________________________________________________
 DI4097* NAD 83(1986) POSITION- 45 36 06.3    (N) 094 11 08.8    (W)   HD_HELD2  
 DI4097* NAVD 88 ORTHO HEIGHT -   319.602  (meters)    1048.56  (feet) ADJUSTED  
 DI4097  ______________________________________________________________________
 DI4097  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DI4097  DYNAMIC HEIGHT  -        319.597 (meters)     1048.54  (feet) COMP
 DI4097  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DI4097
 DI4097  VERT ORDER      -  SECOND    CLASS I
 DI4097
 DI4097.The horizontal coordinates were established by autonomous hand held GPS
 DI4097.observations and have an estimated accuracy of +/- 10 meters.
 DI4097.
 DI4097.The orthometric height was determined by differential leveling and
 DI4097.adjusted in May 2007.
 DI4097
 DI4097.The dynamic height is computed by dividing the NAVD 88
 DI4097.geopotential number by the normal gravity value computed on the
 DI4097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4097.degrees latitude (g = 980.6199 gals.).
 DI4097
 DI4097.The modeled gravity was interpolated from observed gravity values.
 DI4097
 DI4097;                    North         East    Units  Estimated Accuracy
 DI4097;SPC MN C     -   166,885.      805,010.      MT  (+/- 10 meters HH2 GPS)
 DI4097
 DI4097                          SUPERSEDED SURVEY CONTROL
 DI4097
 DI4097.No superseded survey control is available for this station.
 DI4097
 DI4097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0752650484(NAD 83)
 DI4097
 DI4097_MARKER: DV = VERTICAL CONTROL DISK
 DI4097_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI4097_SP_SET: BRIDGE RAILING
 DI4097_STAMPING: 0509 D 2005
 DI4097_MARK LOGO: MNDT  
 DI4097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI4097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4097+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4097
 DI4097  HISTORY     - Date     Condition        Report By
 DI4097  HISTORY     - 2005     MONUMENTED       MNDT
 DI4097
 DI4097                          STATION DESCRIPTION
 DI4097
 DI4097'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI4097'1.50 MILES NORTHWEST OF SAUK RAPIDS, IN RAIL IN SOUTHEAST CORNER OF
 DI4097'TRUNK HIGHWAY 15 BRIDGE NUMBER 05011 OVER MISSISSIPPI RIVER, 1.40
 DI4097'MILES SOUTHWEST ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY
 DI4097'15 AND TRUNK HIGHWAY 10 1.50 MILES NORTHWEST OF SAUK RAPIDS, AT TRUNK
 DI4097'HIGHWAY 15 MILEPOINT 155.00,
 DI4097' 
 DI4097'25.0 FEET SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 15.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3031 ***********************************************************************
 DM3031  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3031  DESIGNATION -  060
 DM3031  PID         -  DM3031
 DM3031  STATE/COUNTY-  MN/TRAVERSE
 DM3031  COUNTRY     -  US
 DM3031  USGS QUAD   -  GRACEVILLE NE (1974)
 DM3031
 DM3031                         *CURRENT SURVEY CONTROL
 DM3031  ______________________________________________________________________
 DM3031* NAD 83(2007) POSITION- 45 42 57.80634(N) 096 17 45.25555(W)   ADJUSTED  
 DM3031* NAD 83(2007) ELLIP HT-   294.603 (meters)        (08/31/10)   ADJUSTED
 DM3031* NAD 83(2007) EPOCH   -  2002.00
 DM3031* NAVD 88 ORTHO HEIGHT -   320.85   (meters)    1052.7   (feet) GPS OBS   
 DM3031  ______________________________________________________________________
 DM3031  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3031  GEOID HEIGHT    -        -26.22  (meters)                     GEOID03
 DM3031  GEOID HEIGHT    -        -26.26  (meters)                     GEOID09
 DM3031  NAD 83(2007) X  -   -489,226.840 (meters)                     COMP
 DM3031  NAD 83(2007) Y  - -4,434,267.375 (meters)                     COMP
 DM3031  NAD 83(2007) Z  -  4,543,478.990 (meters)                     COMP
 DM3031  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC09
 DM3031  HORZ ORDER      -  FIRST
 DM3031  ELLP ORDER      -  THIRD     CLASS I
 DM3031
 DM3031.The horizontal coordinates were established by GPS observations
 DM3031.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3031
 DM3031.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3031.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3031
 DM3031.The horizontal coordinates are valid at the epoch date displayed above
 DM3031.which is a decimal equivalence of Year/Month/Day.
 DM3031
 DM3031.The orthometric height was determined by GPS observations and a
 DM3031.high-resolution geoid model using precise GPS observation and
 DM3031.processing techniques.
 DM3031
 DM3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3031
 DM3031.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3031
 DM3031.The ellipsoidal height was determined by GPS observations
 DM3031.and is referenced to NAD 83.
 DM3031
 DM3031. The following values were computed from the NAD 83(2007) position.
 DM3031
 DM3031;                    North         East     Units Scale Factor Converg.
 DM3031;SPC MN C     -   181,644.632   640,729.706   MT  0.99997995   -1 28 47.9
 DM3031;SPC MN C     -   595,945.76  2,102,127.38   sFT  0.99997995   -1 28 47.9
 DM3031;UTM  14      - 5,066,056.825   710,450.976   MT  1.00014454   +1 56 11.5
 DM3031
 DM3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3031!SPC MN C     -   0.99995382  x   0.99997995  =   0.99993377
 DM3031!UTM  14      -   0.99995382  x   1.00014454  =   1.00009835
 DM3031
 DM3031                          SUPERSEDED SURVEY CONTROL
 DM3031
 DM3031.No superseded survey control is available for this station.
 DM3031
 DM3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1045066056(NAD 83)
 DM3031
 DM3031_MARKER: DB = BENCH MARK DISK
 DM3031_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM3031+WITH SETTING: INFORMATION.
 DM3031_STAMPING: 060
 DM3031_MARK LOGO: BOISDE
 DM3031_PROJECTION: FLUSH
 DM3031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3031+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2010
 DM3031
 DM3031  HISTORY     - Date     Condition        Report By
 DM3031  HISTORY     - 20080401 MONUMENTED       BOISDE
 DM3031  HISTORY     - 20090806 GOOD             MNDT
 DM3031  HISTORY     - 20101023 GOOD             WOOLPT
 DM3031
 DM3031                          STATION DESCRIPTION
 DM3031
 DM3031'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM3031'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3031'THE MARK IS 6.0 MILES EAST OF DUMONT, 6.35 MILES EAST ALONG COUNTY
 DM3031'ROAD 6 FROM JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 75 IN DUMONT,
 DM3031'83.0 FEET SOUTH OF COUNTY ROAD 6, 70.0 FEET WEST OF COUNTY ROAD 15,
 DM3031'8.2 FEET NORTHWEST OF POWER POLE, 4.0 FEET NORTH OF NORTHWEST CORNER
 DM3031'OF CABLE BOX, 1.0 FOOT SOUTHWEST OF WITNESS POST.
 DM3031
 DM3031                          STATION RECOVERY (2010)
 DM3031
 DM3031'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DM3031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QQ0536 ***********************************************************************
 QQ0536  DESIGNATION -  0601 AA RESET
 QQ0536  PID         -  QQ0536
 QQ0536  STATE/COUNTY-  MN/BIG STONE
 QQ0536  COUNTRY     -  US
 QQ0536  USGS QUAD   -  ODESSA (1971)
 QQ0536
 QQ0536                         *CURRENT SURVEY CONTROL
 QQ0536  ______________________________________________________________________
 QQ0536* NAD 83(1996) POSITION- 45 15 35.17594(N) 096 17 43.59010(W)   ADJUSTED  
 QQ0536* NAVD 88 ORTHO HEIGHT -   310.5    (meters)    1019.    (feet) VERTCON   
 QQ0536  ______________________________________________________________________
 QQ0536  GEOID HEIGHT    -        -26.15  (meters)                     GEOID09
 QQ0536  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC09
 QQ0536  HORZ ORDER      -  SECOND
 QQ0536
 QQ0536.The horizontal coordinates were established by classical geodetic methods
 QQ0536.and adjusted by the National Geodetic Survey in March 1999.
 QQ0536.
 QQ0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 QQ0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QQ0536
 QQ0536.The Laplace correction was computed from DEFLEC09 derived deflections.
 QQ0536
 QQ0536. The following values were computed from the NAD 83(1996) position.
 QQ0536
 QQ0536;                    North         East     Units Scale Factor Converg.
 QQ0536;SPC MN S     -   353,625.310   619,853.307   MT  1.00000970   -1 36 32.2
 QQ0536;SPC MN S     - 1,160,185.70  2,033,635.39   sFT  1.00000970   -1 36 32.2
 QQ0536;UTM  14      - 5,015,366.980   712,194.557   MT  1.00015366   +1 55 18.4
 QQ0536
 QQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QQ0536!SPC MN S     -   0.99995542  x   1.00000970  =   0.99996512
 QQ0536!UTM  14      -   0.99995542  x   1.00015366  =   1.00010907
 QQ0536
 QQ0536                          SUPERSEDED SURVEY CONTROL
 QQ0536
 QQ0536  NAD 83(1996)-  45 15 35.17595(N)    096 17 43.59009(W) AD(       ) 2
 QQ0536  NAD 83(1986)-  45 15 35.17238(N)    096 17 43.57397(W) AD(       ) 2
 QQ0536  NAD 27      -  45 15 35.29489(N)    096 17 42.37850(W) AD(       ) 2
 QQ0536  NGVD 29 (07/19/86)  310.3    (m)         1018.     (f) VERT ANG       
 QQ0536
 QQ0536.Superseded values are not recommended for survey control.
 QQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0536.See file dsdata.txt to determine how the superseded data were derived.
 QQ0536
 QQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1219415366(NAD 83)
 QQ0536
 QQ0536_MARKER: DB = BENCH MARK DISK
 QQ0536_SETTING: 0 = UNSPECIFIED SETTING
 QQ0536_STAMPING: UNKNOWN
 QQ0536_MARK LOGO: MNHD  
 QQ0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0536
 QQ0536  HISTORY     - Date     Condition        Report By
 QQ0536  HISTORY     - 1966     MONUMENTED       MNDT
 QQ0536  HISTORY     - 20070531 MARK NOT FOUND   MNDT
 QQ0536
 QQ0536                          STATION DESCRIPTION
 QQ0536
 QQ0536'DESCRIBED BY MN DEPT OF TRANSP 1966
 QQ0536'THE STATION IS LOCATED ABOUT 2.0 MILES EAST OF THE TOWN OF ODESSA IN
 QQ0536'THE SW 1/4, SECTION 27, T121N, R45W ON EAST SHOULDER OF T.H. 75
 QQ0536'AT A RAILROAD OVERPASS.
 QQ0536'
 QQ0536'TO REACH FROM THE JUNCTION OF T.H. 7 AND T.H. 75 EAST OF ODESSA
 QQ0536'GO SOUTH ON T.H. 75 FOR 0.25 MILE TO BRIDGE ON STATION JUST SOUTH
 QQ0536'OF BRIDGE.
 QQ0536'
 QQ0536'REFERENCE MARK NO. 2 IS A MHD BENCH DISK STAMPED 0601 AA RESET
 QQ0536'1963 SET IN A CONCRETE MONUMENT AT THE JUNCTION T.H. 75 AND
 QQ0536'T.H. 7.  THE MARK IS 9.3 FEET SOUTH OF CURB, 10.8 FEET NE OF CURB,
 QQ0536'23.0 FEET WNW OF CURB, AND 0.2 FOOT NE OF A STEEL BM WITNESS
 QQ0536'POST.  THE MARK PROJECTS 0.1 FOOT.
 QQ0536
 QQ0536                          STATION RECOVERY (2007)
 QQ0536
 QQ0536'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0536'STA IS ABOUT 2.0 MILES EAST OF ODESSA ON EAST SHOULDER OF TRUNK
 QQ0536'HIGHWAY 75 AT A RAILROAD OVERPASS, 0.25 MILES SOUTH ALONG TRUNK
 QQ0536'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 7 EAST
 QQ0536'OF ODESSA TO BRIDGE JUST SOUTH OF BRIDGE, 9.3 FEET SOUTH OF CURB, 10.8
 QQ0536'FEET NORTHEAST OF CURB, 23.0 FEET WEST-NORTHWEST OF CURB, 0.2 FEET
 QQ0536'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7768 ***********************************************************************
 DK7768  DESIGNATION -  0604 A
 DK7768  PID         -  DK7768
 DK7768  STATE/COUNTY-  MN/BIG STONE
 DK7768  COUNTRY     -  US
 DK7768  USGS QUAD   -  BROWNS VALLEY (1971)
 DK7768
 DK7768                         *CURRENT SURVEY CONTROL
 DK7768  ______________________________________________________________________
 DK7768* NAD 83(1986) POSITION- 45 34 07.21   (N) 096 47 37.76   (W)   HD_HELD1  
 DK7768* NAVD 88 ORTHO HEIGHT -   322.658  (meters)    1058.59  (feet) ADJUSTED  
 DK7768  ______________________________________________________________________
 DK7768  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DK7768  DYNAMIC HEIGHT  -        322.645 (meters)     1058.54  (feet) COMP
 DK7768  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 DK7768
 DK7768  VERT ORDER      -  SECOND    CLASS I
 DK7768
 DK7768.The horizontal coordinates were established by differentially corrected
 DK7768.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7768.
 DK7768.The orthometric height was determined by differential leveling and
 DK7768.adjusted in April 2009.
 DK7768
 DK7768.The dynamic height is computed by dividing the NAVD 88
 DK7768.geopotential number by the normal gravity value computed on the
 DK7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7768.degrees latitude (g = 980.6199 gals.).
 DK7768
 DK7768.The modeled gravity was interpolated from observed gravity values.
 DK7768
 DK7768;                    North         East    Units  Estimated Accuracy
 DK7768;SPC MN S     -   389,155.5     581,927.4     MT  (+/- 3 meters HH1 GPS) 
 DK7768
 DK7768                          SUPERSEDED SURVEY CONTROL
 DK7768
 DK7768.No superseded survey control is available for this station.
 DK7768
 DK7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7215148492(NAD 83)
 DK7768
 DK7768_MARKER: DB = BENCH MARK DISK
 DK7768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7768_STAMPING: 0604 A 1960
 DK7768_MARK LOGO: MNHD  
 DK7768_PROJECTION: PROJECTING 10 CENTIMETERS
 DK7768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7768+STABILITY: SURFACE MOTION
 DK7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7768+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK7768
 DK7768  HISTORY     - Date     Condition        Report By
 DK7768  HISTORY     - 1960     MONUMENTED       MNHD
 DK7768  HISTORY     - 20051018 GOOD             MNDT
 DK7768
 DK7768                          STATION DESCRIPTION
 DK7768
 DK7768'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7768'THE MARK IS 4.3 MI (6.9 KM) WEST ALONG TRUNK HIGHWAY 28 FROM THE
 DK7768'JUNCTION OF TRUNK HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK
 DK7768'HIGHWAY 28 MILE POINT 4.40, 480 FT (146.3 M) NORTH AND 355 FT (108.2
 DK7768'M) WEST OF CENTER OF SECTION 10, 69.6 FT (21.2 M) NORTHEAST OF TRUNK
 DK7768'HIGHWAY 28, 3.0 FT (0.9 M) NORTHWEST OF TELEPHONE PEDESTAL, 0.5 FT
 DK7768'(0.2 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3984 ***********************************************************************
 DK3984  DESIGNATION -  0604 B
 DK3984  PID         -  DK3984
 DK3984  STATE/COUNTY-  MN/BIG STONE
 DK3984  COUNTRY     -  US
 DK3984  USGS QUAD   -  BROWNS VALLEY (1971)
 DK3984
 DK3984                         *CURRENT SURVEY CONTROL
 DK3984  ______________________________________________________________________
 DK3984* NAD 83(2007) POSITION- 45 33 35.84450(N) 096 46 55.06454(W)   ADJUSTED  
 DK3984* NAD 83(2007) ELLIP HT-   307.169 (meters)        (07/09/09)   ADJUSTED
 DK3984* NAD 83(2007) EPOCH   -  2002.00
 DK3984* NAVD 88 ORTHO HEIGHT -   333.097  (meters)    1092.84  (feet) ADJUSTED  
 DK3984  ______________________________________________________________________
 DK3984  NAD 83(2007) X  -   -528,291.966 (meters)                     COMP
 DK3984  NAD 83(2007) Y  - -4,442,284.028 (meters)                     COMP
 DK3984  NAD 83(2007) Z  -  4,531,356.700 (meters)                     COMP
 DK3984  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 DK3984  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DK3984  DYNAMIC HEIGHT  -        333.083 (meters)     1092.79  (feet) COMP
 DK3984  MODELED GRAVITY -    980,564.6   (mgal)                       NAVD 88
 DK3984
 DK3984  HORZ ORDER      -  FIRST
 DK3984  VERT ORDER      -  SECOND    CLASS I
 DK3984  ELLP ORDER      -  THIRD     CLASS I
 DK3984
 DK3984.The horizontal coordinates were established by GPS observations
 DK3984.and adjusted by the National Geodetic Survey in July 2009.
 DK3984
 DK3984.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3984.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3984
 DK3984.The horizontal coordinates are valid at the epoch date displayed above
 DK3984.which is a decimal equivalence of Year/Month/Day.
 DK3984
 DK3984.The orthometric height was determined by differential leveling and
 DK3984.adjusted in April 2009.
 DK3984
 DK3984.Photographs are available for this station.
 DK3984
 DK3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3984
 DK3984.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3984
 DK3984.The ellipsoidal height was determined by GPS observations
 DK3984.and is referenced to NAD 83.
 DK3984
 DK3984.The dynamic height is computed by dividing the NAVD 88
 DK3984.geopotential number by the normal gravity value computed on the
 DK3984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3984.degrees latitude (g = 980.6199 gals.).
 DK3984
 DK3984.The modeled gravity was interpolated from observed gravity values.
 DK3984
 DK3984. The following values were computed from the NAD 83(2007) position.
 DK3984
 DK3984;                    North         East     Units Scale Factor Converg.
 DK3984;SPC MN S     -   388,156.001   582,819.796   MT  1.00009317   -1 56 59.8
 DK3984;SPC MN S     - 1,273,475.15  1,912,134.61   sFT  1.00009317   -1 56 59.8
 DK3984;UTM  14      - 5,047,550.430   673,103.382   MT  0.99996842   +1 35 02.5
 DK3984
 DK3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3984!SPC MN S     -   0.99995185  x   1.00009317  =   1.00004501
 DK3984!UTM  14      -   0.99995185  x   0.99996842  =   0.99992027
 DK3984
 DK3984                          SUPERSEDED SURVEY CONTROL
 DK3984
 DK3984  NAD 83(1996)-  45 33 35.84401(N)    096 46 55.06415(W) AD(       ) 1
 DK3984  ELLIP H (03/06/08)  307.201  (m)                       GP(       ) 3 1
 DK3984  NAVD 88 (03/06/08)  333.09   (m)         1092.8    (f) LEVELING    3  
 DK3984
 DK3984.Superseded values are not recommended for survey control.
 DK3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3984.See file dsdata.txt to determine how the superseded data were derived.
 DK3984
 DK3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7310347550(NAD 83)
 DK3984
 DK3984_MARKER: DB = BENCH MARK DISK
 DK3984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3984_STAMPING: 0604 B 1960
 DK3984_MARK LOGO: MNHD  
 DK3984_PROJECTION: PROJECTING 5 CENTIMETERS
 DK3984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3984+STABILITY: SURFACE MOTION
 DK3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3984+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK3984
 DK3984  HISTORY     - Date     Condition        Report By
 DK3984  HISTORY     - 1960     MONUMENTED       MNHD
 DK3984  HISTORY     - 20051018 GOOD             MNDT
 DK3984
 DK3984                          STATION DESCRIPTION
 DK3984
 DK3984'DESCRIBED BY MN HIGHWAY DEPT 1960
 DK3984'4.45 MILES WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28
 DK3984'AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILEPOINT 5.25, 79.4
 DK3984'FEET SOUTH OF TRUNK HIGHWAY 28, 63.5 FEET EAST OF ROAD TO SEWER PONDS,
 DK3984'45.5 FEET NORTH OF EAST-WEST FENCE LINE, 1.0 FEET EAST OF WITNESS
 DK3984'POST.
 DK3984
 DK3984                          STATION RECOVERY (2005)
 DK3984
 DK3984'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK3984'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7769 ***********************************************************************
 DK7769  DESIGNATION -  0604 C
 DK7769  PID         -  DK7769
 DK7769  STATE/COUNTY-  MN/BIG STONE
 DK7769  COUNTRY     -  US
 DK7769  USGS QUAD   -  BROWNS VALLEY (1971)
 DK7769
 DK7769                         *CURRENT SURVEY CONTROL
 DK7769  ______________________________________________________________________
 DK7769* NAD 83(1986) POSITION- 45 33 35.69   (N) 096 45 40.76   (W)   HD_HELD1  
 DK7769* NAVD 88 ORTHO HEIGHT -   329.757  (meters)    1081.88  (feet) ADJUSTED  
 DK7769  ______________________________________________________________________
 DK7769  GEOID HEIGHT    -        -25.95  (meters)                     GEOID09
 DK7769  DYNAMIC HEIGHT  -        329.743 (meters)     1081.83  (feet) COMP
 DK7769  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 DK7769
 DK7769  VERT ORDER      -  SECOND    CLASS I
 DK7769
 DK7769.The horizontal coordinates were established by differentially corrected
 DK7769.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7769.
 DK7769.The orthometric height was determined by differential leveling and
 DK7769.adjusted in April 2009.
 DK7769
 DK7769.The dynamic height is computed by dividing the NAVD 88
 DK7769.geopotential number by the normal gravity value computed on the
 DK7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7769.degrees latitude (g = 980.6199 gals.).
 DK7769
 DK7769.The modeled gravity was interpolated from observed gravity values.
 DK7769
 DK7769;                    North         East    Units  Estimated Accuracy
 DK7769;SPC MN S     -   388,096.6     584,430.3     MT  (+/- 3 meters HH1 GPS) 
 DK7769
 DK7769                          SUPERSEDED SURVEY CONTROL
 DK7769
 DK7769.No superseded survey control is available for this station.
 DK7769
 DK7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7471447590(NAD 83)
 DK7769
 DK7769_MARKER: DB = BENCH MARK DISK
 DK7769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7769_STAMPING: 0604 C 1960
 DK7769_MARK LOGO: MNHD  
 DK7769_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7769+STABILITY: SURFACE MOTION
 DK7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7769+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK7769
 DK7769  HISTORY     - Date     Condition        Report By
 DK7769  HISTORY     - 1960     MONUMENTED       MNHD
 DK7769  HISTORY     - 20051018 GOOD             MNDT
 DK7769
 DK7769                          STATION DESCRIPTION
 DK7769
 DK7769'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7769'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST OF BARRY, 4.3 MI
 DK7769'(6.9 KM) SOUTHEAST OF BROWNS VALLEY AND 2.4 MI (3.9 KM) WEST OF
 DK7769'BEARDSLEY WEST ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK
 DK7769'HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILE
 DK7769'POINT 6.35, 76 FT (23.2 M) SOUTH OF TRUNK HIGHWAY 28, 55 FT (16.8 M)
 DK7769'EAST OF COUNTY ROAD 54, 1.1 FT (0.3 M) EAST OF NATIONAL GEODETIC
 DK7769'SURVEY CARBONITE WITNESS POST, 0.4 FT (0.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7770 ***********************************************************************
 DK7770  DESIGNATION -  0604 D
 DK7770  PID         -  DK7770
 DK7770  STATE/COUNTY-  MN/BIG STONE
 DK7770  COUNTRY     -  US
 DK7770  USGS QUAD   -  BEARDSLEY (1974)
 DK7770
 DK7770                         *CURRENT SURVEY CONTROL
 DK7770  ______________________________________________________________________
 DK7770* NAD 83(1986) POSITION- 45 33 37.2    (N) 096 44 27.6    (W)   HD_HELD2  
 DK7770* NAVD 88 ORTHO HEIGHT -   334.863  (meters)    1098.63  (feet) ADJUSTED  
 DK7770  ______________________________________________________________________
 DK7770  GEOID HEIGHT    -        -25.96  (meters)                     GEOID09
 DK7770  DYNAMIC HEIGHT  -        334.848 (meters)     1098.58  (feet) COMP
 DK7770  MODELED GRAVITY -    980,562.8   (mgal)                       NAVD 88
 DK7770
 DK7770  VERT ORDER      -  SECOND    CLASS I
 DK7770
 DK7770.The horizontal coordinates were established by autonomous hand held GPS
 DK7770.observations and have an estimated accuracy of +/- 10 meters.
 DK7770.
 DK7770.The orthometric height was determined by differential leveling and
 DK7770.adjusted in April 2009.
 DK7770
 DK7770.The dynamic height is computed by dividing the NAVD 88
 DK7770.geopotential number by the normal gravity value computed on the
 DK7770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7770.degrees latitude (g = 980.6199 gals.).
 DK7770
 DK7770.The modeled gravity was interpolated from observed gravity values.
 DK7770
 DK7770;                    North         East    Units  Estimated Accuracy
 DK7770;SPC MN S     -   388,090.      586,018.      MT  (+/- 10 meters HH2 GPS)
 DK7770
 DK7770                          SUPERSEDED SURVEY CONTROL
 DK7770
 DK7770.No superseded survey control is available for this station.
 DK7770
 DK7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7629947681(NAD 83)
 DK7770
 DK7770_MARKER: DB = BENCH MARK DISK
 DK7770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7770_STAMPING: 0604 D 1960
 DK7770_MARK LOGO: MNHD  
 DK7770_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7770+STABILITY: SURFACE MOTION
 DK7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7770+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK7770
 DK7770  HISTORY     - Date     Condition        Report By
 DK7770  HISTORY     - 1960     MONUMENTED       MNHD
 DK7770  HISTORY     - 20051018 GOOD             MNDT
 DK7770
 DK7770                          STATION DESCRIPTION
 DK7770
 DK7770'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7770'THE MARK IS 1.5 MI (2.4 KM) WEST OF BEARDSLEY, 1.45 MI (2.3 KM) WEST
 DK7770'ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND MAIN
 DK7770'STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILE POINT 7.25, 76 FT (23.2
 DK7770'M) NORTH OF TRUNK HIGHWAY 28, 39 FT (11.9 M) WEST CROSSROAD, 3.8 FT
 DK7770'(1.2 M) SOUTHWEST OF POWER POLE, 0.7 FT (0.2 M) SOUTH OF A WITNESS
 DK7770'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3985 ***********************************************************************
 DK3985  DESIGNATION -  0604 E
 DK3985  PID         -  DK3985
 DK3985  STATE/COUNTY-  MN/BIG STONE
 DK3985  COUNTRY     -  US
 DK3985  USGS QUAD   -  BEARDSLEY (1974)
 DK3985
 DK3985                         *CURRENT SURVEY CONTROL
 DK3985  ______________________________________________________________________
 DK3985* NAD 83(2007) POSITION- 45 33 31.32698(N) 096 43 14.80858(W)   ADJUSTED  
 DK3985* NAD 83(2007) ELLIP HT-   306.894 (meters)        (07/09/09)   ADJUSTED
 DK3985* NAD 83(2007) EPOCH   -  2002.00
 DK3985* NAVD 88 ORTHO HEIGHT -   332.862  (meters)    1092.06  (feet) ADJUSTED  
 DK3985  ______________________________________________________________________
 DK3985  NAD 83(2007) X  -   -523,559.689 (meters)                     COMP
 DK3985  NAD 83(2007) Y  - -4,442,944.329 (meters)                     COMP
 DK3985  NAD 83(2007) Z  -  4,531,258.847 (meters)                     COMP
 DK3985  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC09
 DK3985  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 DK3985  DYNAMIC HEIGHT  -        332.847 (meters)     1092.02  (feet) COMP
 DK3985  MODELED GRAVITY -    980,561.2   (mgal)                       NAVD 88
 DK3985
 DK3985  HORZ ORDER      -  FIRST
 DK3985  VERT ORDER      -  SECOND    CLASS I
 DK3985  ELLP ORDER      -  THIRD     CLASS I
 DK3985
 DK3985.The horizontal coordinates were established by GPS observations
 DK3985.and adjusted by the National Geodetic Survey in July 2009.
 DK3985
 DK3985.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3985.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3985
 DK3985.The horizontal coordinates are valid at the epoch date displayed above
 DK3985.which is a decimal equivalence of Year/Month/Day.
 DK3985
 DK3985.The orthometric height was determined by differential leveling and
 DK3985.adjusted in April 2009.
 DK3985
 DK3985.Photographs are available for this station.
 DK3985
 DK3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3985
 DK3985.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3985
 DK3985.The ellipsoidal height was determined by GPS observations
 DK3985.and is referenced to NAD 83.
 DK3985
 DK3985.The dynamic height is computed by dividing the NAVD 88
 DK3985.geopotential number by the normal gravity value computed on the
 DK3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3985.degrees latitude (g = 980.6199 gals.).
 DK3985
 DK3985.The modeled gravity was interpolated from observed gravity values.
 DK3985
 DK3985. The following values were computed from the NAD 83(2007) position.
 DK3985
 DK3985;                    North         East     Units Scale Factor Converg.
 DK3985;SPC MN S     -   387,855.830   587,589.698   MT  1.00009276   -1 54 25.5
 DK3985;SPC MN S     - 1,272,490.34  1,927,783.87   sFT  1.00009276   -1 54 25.5
 DK3985;UTM  14      - 5,047,544.883   677,882.171   MT  0.99998904   +1 37 39.8
 DK3985
 DK3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3985!SPC MN S     -   0.99995189  x   1.00009276  =   1.00004464
 DK3985!UTM  14      -   0.99995189  x   0.99998904  =   0.99994093
 DK3985
 DK3985                          SUPERSEDED SURVEY CONTROL
 DK3985
 DK3985  NAD 83(1996)-  45 33 31.32646(N)    096 43 14.80816(W) AD(       ) 1
 DK3985  ELLIP H (03/06/08)  306.927  (m)                       GP(       ) 3 1
 DK3985  NAVD 88 (03/06/08)  332.86   (m)         1092.1    (f) LEVELING    3  
 DK3985
 DK3985.Superseded values are not recommended for survey control.
 DK3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3985.See file dsdata.txt to determine how the superseded data were derived.
 DK3985
 DK3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7788247544(NAD 83)
 DK3985
 DK3985_MARKER: DB = BENCH MARK DISK
 DK3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3985_STAMPING: 0604 E 1960
 DK3985_MARK LOGO: MNHD  
 DK3985_PROJECTION: PROJECTING 3 CENTIMETERS
 DK3985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3985+STABILITY: SURFACE MOTION
 DK3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3985+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 DK3985
 DK3985  HISTORY     - Date     Condition        Report By
 DK3985  HISTORY     - 1960     MONUMENTED       MNHD
 DK3985  HISTORY     - 20051013 GOOD             MNDT
 DK3985
 DK3985                          STATION DESCRIPTION
 DK3985
 DK3985'DESCRIBED BY MN HIGHWAY DEPT 1960
 DK3985'49.5 FEET WEST ON TRUNK HIGHWAY 28 FROM JUNCTION OF TRUNK HIGHWAY 28
 DK3985'AND MAIN STREET IN BEARDSLEY, AT TRUNK HIGHWAY 28 MILEPOINT 8.25, IN
 DK3985'SOUTHWEST QUADRANT OF INTERSECTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD
 DK3985'33, 46.3 FEET NORTH OF TELEPHONE CABLE PEDESTAL NUMBER SP, 7.1 FEET
 DK3985'NORTH-NORTHEAST OF POWER POLE, 0.4 FEET EAST OF WITNESS POST.
 DK3985
 DK3985                          STATION RECOVERY (2005)
 DK3985
 DK3985'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK3985'THE MARK IS 0.40 MI (0.6 KM) WEST ON TRUNK HIGHWAY 28 FROM THE
 DK3985'JUNCTION OF TRUNK HIGHWAY 28 AND MAIN STREET IN BEARDSLEY, AT TRUNK
 DK3985'HIGHWAY 28 MILE POINT 8.25, IN SOUTHWEST QUADRANT OF INTERSECTION OF
 DK3985'TRUNK HIGHWAY 28 AND COUNTY ROAD 33, 47.4 FT (14.4 M) NORTH OF
 DK3985'TELEPHONE CABLE PEDESTAL NUMBER SPIRE, 7.9 FT (2.4 M) NORTH-NORTHEAST
 DK3985'OF POWER POLE, 0.4 FT (0.1 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7771 ***********************************************************************
 DK7771  DESIGNATION -  0604 F
 DK7771  PID         -  DK7771
 DK7771  STATE/COUNTY-  MN/BIG STONE
 DK7771  COUNTRY     -  US
 DK7771  USGS QUAD   -  BROWNS VALLEY (1971)
 DK7771
 DK7771                         *CURRENT SURVEY CONTROL
 DK7771  ______________________________________________________________________
 DK7771* NAD 83(1986) POSITION- 45 34 47.55   (N) 096 48 11.53   (W)   HD_HELD1  
 DK7771* NAVD 88 ORTHO HEIGHT -   316.415  (meters)    1038.10  (feet) ADJUSTED  
 DK7771  ______________________________________________________________________
 DK7771  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DK7771  DYNAMIC HEIGHT  -        316.401 (meters)     1038.06  (feet) COMP
 DK7771  MODELED GRAVITY -    980,565.6   (mgal)                       NAVD 88
 DK7771
 DK7771  VERT ORDER      -  SECOND    CLASS I
 DK7771
 DK7771.The horizontal coordinates were established by differentially corrected
 DK7771.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7771.
 DK7771.The orthometric height was determined by differential leveling and
 DK7771.adjusted in April 2009.
 DK7771
 DK7771.The dynamic height is computed by dividing the NAVD 88
 DK7771.geopotential number by the normal gravity value computed on the
 DK7771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7771.degrees latitude (g = 980.6199 gals.).
 DK7771
 DK7771.The modeled gravity was interpolated from observed gravity values.
 DK7771
 DK7771;                    North         East    Units  Estimated Accuracy
 DK7771;SPC MN S     -   390,425.3     581,238.2     MT  (+/- 3 meters HH1 GPS) 
 DK7771
 DK7771                          SUPERSEDED SURVEY CONTROL
 DK7771
 DK7771.No superseded survey control is available for this station.
 DK7771
 DK7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7138549717(NAD 83)
 DK7771
 DK7771_MARKER: DD = SURVEY DISK
 DK7771_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7771_STAMPING: 0604 F 2005
 DK7771_MARK LOGO: MNDT  
 DK7771_PROJECTION: FLUSH
 DK7771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7771+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DK7771_ROD/PIPE-DEPTH:  4.6 meters
 DK7771
 DK7771  HISTORY     - Date     Condition        Report By
 DK7771  HISTORY     - 20051115 MONUMENTED       MNDT
 DK7771
 DK7771                          STATION DESCRIPTION
 DK7771
 DK7771'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7771'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF BROWNS VALLEY, 2.0 MI (3.2
 DK7771'KM) (3.2 KM) EAST AND SOUTHEAST ALONG TRUNK HIGHWAY 28 FROM THE
 DK7771'JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 4 IN BROWNS VALLEY, AT
 DK7771'TRUNK HIGHWAY 28 MILE POINT 3.5, 75.5 FT (23.0 M) SOUTH-SOUTHWEST OF A
 DK7771'FIELD ENTRANCE, 74.4 FT (22.7 M) SOUTHWEST OF TRUNK HIGHWAY 28, 66.6
 DK7771'FT (20.3 M) NORTH-NORTHWEST OF SIX INCH STEEL VENT PIPE, 4.2 FT (1.3
 DK7771'M) EAST-NORTHEAST OF A FENCE LINE, 1.0 FT (0.3 M) NORTHEAST OF A
 DK7771'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8646 ***********************************************************************
 DJ8646  DESIGNATION -  0605 A RESET
 DJ8646  PID         -  DJ8646
 DJ8646  STATE/COUNTY-  MN/BIG STONE
 DJ8646  COUNTRY     -  US
 DJ8646  USGS QUAD   -  BEARDSLEY (1974)
 DJ8646
 DJ8646                         *CURRENT SURVEY CONTROL
 DJ8646  ______________________________________________________________________
 DJ8646* NAD 83(1986) POSITION- 45 33 33.     (N) 096 40 43.     (W)   SCALED    
 DJ8646* NAVD 88 ORTHO HEIGHT -   346.956  (meters)    1138.30  (feet) ADJUSTED  
 DJ8646  ______________________________________________________________________
 DJ8646  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 DJ8646  DYNAMIC HEIGHT  -        346.940 (meters)     1138.25  (feet) COMP
 DJ8646  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 DJ8646
 DJ8646  VERT ORDER      -  SECOND    CLASS I
 DJ8646
 DJ8646.The horizontal coordinates were scaled from a topographic map and have
 DJ8646.an estimated accuracy of +/- 6 seconds.
 DJ8646.
 DJ8646.The orthometric height was determined by differential leveling and
 DJ8646.adjusted in July 2008.
 DJ8646
 DJ8646.The dynamic height is computed by dividing the NAVD 88
 DJ8646.geopotential number by the normal gravity value computed on the
 DJ8646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8646.degrees latitude (g = 980.6199 gals.).
 DJ8646
 DJ8646.The modeled gravity was interpolated from observed gravity values.
 DJ8646
 DJ8646;                    North         East    Units  Estimated Accuracy
 DJ8646;SPC MN S     -   387,800.      590,880.      MT  (+/- 180 meters Scaled)
 DJ8646
 DJ8646                          SUPERSEDED SURVEY CONTROL
 DJ8646
 DJ8646.No superseded survey control is available for this station.
 DJ8646
 DJ8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR811476(NAD 83)
 DJ8646
 DJ8646_MARKER: DB = BENCH MARK DISK
 DJ8646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8646_STAMPING: 0605 A RESET 1964
 DJ8646_MARK LOGO: MNHD  
 DJ8646_PROJECTION: FLUSH
 DJ8646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8646+STABILITY: SURFACE MOTION
 DJ8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8646+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8646
 DJ8646  HISTORY     - Date     Condition        Report By
 DJ8646  HISTORY     - 1964     MONUMENTED       MNHD
 DJ8646  HISTORY     - 20050922 GOOD             MNDT
 DJ8646
 DJ8646                          STATION DESCRIPTION
 DJ8646
 DJ8646'DESCRIBED BY MN DEPT OF TRANSP 2005 (BS)
 DJ8646'2.0 MI (3.2 KM) EAST OF BEARDSLEY, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 DJ8646'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 8
 DJ8646'NEAR BEARDSLEY, AT TRUNK HIGHWAY 28 MILE POINT 10.3, 100.0 FT (30.5 M)
 DJ8646'EAST OF TOWNSHIP ROAD, 69.5 FT (21.2 M) SOUTH OF TRUNK HIGHWAY 28,
 DJ8646'46.3 FT (14.1 M) EAST OF CABLE PEDESTAL (203), 0.4 FT (0.1 M) EAST OF
 DJ8646'A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8647 ***********************************************************************
 DJ8647  DESIGNATION -  0605 B
 DJ8647  PID         -  DJ8647
 DJ8647  STATE/COUNTY-  MN/BIG STONE
 DJ8647  COUNTRY     -  US
 DJ8647  USGS QUAD   -  BEARDSLEY (1974)
 DJ8647
 DJ8647                         *CURRENT SURVEY CONTROL
 DJ8647  ______________________________________________________________________
 DJ8647* NAD 83(1986) POSITION- 45 33 32.     (N) 096 39 32.     (W)   SCALED    
 DJ8647* NAVD 88 ORTHO HEIGHT -   344.398  (meters)    1129.91  (feet) ADJUSTED  
 DJ8647  ______________________________________________________________________
 DJ8647  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 DJ8647  DYNAMIC HEIGHT  -        344.382 (meters)     1129.86  (feet) COMP
 DJ8647  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DJ8647
 DJ8647  VERT ORDER      -  SECOND    CLASS I
 DJ8647
 DJ8647.The horizontal coordinates were scaled from a topographic map and have
 DJ8647.an estimated accuracy of +/- 6 seconds.
 DJ8647.
 DJ8647.The orthometric height was determined by differential leveling and
 DJ8647.adjusted in July 2008.
 DJ8647
 DJ8647.Photographs are available for this station.
 DJ8647
 DJ8647.The dynamic height is computed by dividing the NAVD 88
 DJ8647.geopotential number by the normal gravity value computed on the
 DJ8647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8647.degrees latitude (g = 980.6199 gals.).
 DJ8647
 DJ8647.The modeled gravity was interpolated from observed gravity values.
 DJ8647
 DJ8647;                    North         East    Units  Estimated Accuracy
 DJ8647;SPC MN S     -   387,720.      592,420.      MT  (+/- 180 meters Scaled)
 DJ8647
 DJ8647                          SUPERSEDED SURVEY CONTROL
 DJ8647
 DJ8647.No superseded survey control is available for this station.
 DJ8647
 DJ8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR827477(NAD 83)
 DJ8647
 DJ8647_MARKER: DB = BENCH MARK DISK
 DJ8647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8647_STAMPING: 0605 B 1960
 DJ8647_MARK LOGO: MNHD  
 DJ8647_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ8647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8647+STABILITY: SURFACE MOTION
 DJ8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8647+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8647
 DJ8647  HISTORY     - Date     Condition        Report By
 DJ8647  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8647  HISTORY     - 20060322 GOOD             MNDT
 DJ8647
 DJ8647                          STATION DESCRIPTION
 DJ8647
 DJ8647'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8647'4.0 MI (6.4 KM) EAST OF BEARDSLEY, 2.0 MI (3.2 KM) EAST ALONG TRUNK
 DJ8647'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 7
 DJ8647'NEAR BEARDSLEY, AT TRUNK HIGHWAY 28 MILE POINT 11.3, 89.6 FT (27.3 M)
 DJ8647'RIGHT OF WAY POST, 80.8 FT (24.6 M) NORTH-NORTHWEST OF A POWER POLE,
 DJ8647'68.8 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 28, 53.0 FT (16.2 M) WEST OF
 DJ8647'COUNTY ROAD 53, 0.5 FT (0.2 M) NORTHEAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8648 ***********************************************************************
 DJ8648  DESIGNATION -  0605 C
 DJ8648  PID         -  DJ8648
 DJ8648  STATE/COUNTY-  MN/BIG STONE
 DJ8648  COUNTRY     -  US
 DJ8648  USGS QUAD   -  BEARDSLEY (1974)
 DJ8648
 DJ8648                         *CURRENT SURVEY CONTROL
 DJ8648  ______________________________________________________________________
 DJ8648* NAD 83(2007) POSITION- 45 33 33.42541(N) 096 38 17.09011(W)   ADJUSTED  
 DJ8648* NAD 83(2007) ELLIP HT-   315.385 (meters)        (07/09/09)   ADJUSTED
 DJ8648* NAD 83(2007) EPOCH   -  2002.00
 DJ8648* NAVD 88 ORTHO HEIGHT -   341.404  (meters)    1120.09  (feet) ADJUSTED  
 DJ8648  ______________________________________________________________________
 DJ8648  NAD 83(2007) X  -   -517,141.629 (meters)                     COMP
 DJ8648  NAD 83(2007) Y  - -4,443,655.355 (meters)                     COMP
 DJ8648  NAD 83(2007) Z  -  4,531,310.272 (meters)                     COMP
 DJ8648  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC09
 DJ8648  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 DJ8648  DYNAMIC HEIGHT  -        341.387 (meters)     1120.03  (feet) COMP
 DJ8648  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 DJ8648
 DJ8648  HORZ ORDER      -  FIRST
 DJ8648  VERT ORDER      -  SECOND    CLASS I
 DJ8648  ELLP ORDER      -  THIRD     CLASS I
 DJ8648
 DJ8648.The horizontal coordinates were established by GPS observations
 DJ8648.and adjusted by the National Geodetic Survey in July 2009.
 DJ8648
 DJ8648.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8648.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8648
 DJ8648.The horizontal coordinates are valid at the epoch date displayed above
 DJ8648.which is a decimal equivalence of Year/Month/Day.
 DJ8648
 DJ8648.The orthometric height was determined by differential leveling and
 DJ8648.adjusted in July 2008.
 DJ8648
 DJ8648.Photographs are available for this station.
 DJ8648
 DJ8648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8648
 DJ8648.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8648
 DJ8648.The ellipsoidal height was determined by GPS observations
 DJ8648.and is referenced to NAD 83.
 DJ8648
 DJ8648.The dynamic height is computed by dividing the NAVD 88
 DJ8648.geopotential number by the normal gravity value computed on the
 DJ8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8648.degrees latitude (g = 980.6199 gals.).
 DJ8648
 DJ8648.The modeled gravity was interpolated from observed gravity values.
 DJ8648
 DJ8648. The following values were computed from the NAD 83(2007) position.
 DJ8648
 DJ8648;                    North         East     Units Scale Factor Converg.
 DJ8648;SPC MN S     -   387,708.955   594,045.837   MT  1.00009295   -1 50 56.8
 DJ8648;SPC MN S     - 1,272,008.46  1,948,965.38   sFT  1.00009295   -1 50 56.8
 DJ8648;UTM  14      - 5,047,796.380   684,334.503   MT  1.00001778   +1 41 12.6
 DJ8648
 DJ8648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8648!SPC MN S     -   0.99995056  x   1.00009295  =   1.00004350
 DJ8648!UTM  14      -   0.99995056  x   1.00001778  =   0.99996834
 DJ8648
 DJ8648                          SUPERSEDED SURVEY CONTROL
 DJ8648
 DJ8648  NAD 83(1996)-  45 33 33.42484(N)    096 38 17.08966(W) AD(       ) 1
 DJ8648  ELLIP H (03/06/08)  315.420  (m)                       GP(       ) 3 1
 DJ8648  NAVD 88 (03/06/08)  341.40   (m)         1120.1    (f) LEVELING    3  
 DJ8648
 DJ8648.Superseded values are not recommended for survey control.
 DJ8648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8648.See file dsdata.txt to determine how the superseded data were derived.
 DJ8648
 DJ8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8433447796(NAD 83)
 DJ8648
 DJ8648_MARKER: DB = BENCH MARK DISK
 DJ8648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8648_STAMPING: 0605 C 1960
 DJ8648_MARK LOGO: MNHD  
 DJ8648_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ8648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8648+STABILITY: SURFACE MOTION
 DJ8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8648+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8648
 DJ8648  HISTORY     - Date     Condition        Report By
 DJ8648  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8648  HISTORY     - 20060322 GOOD             MNDT
 DJ8648
 DJ8648                          STATION DESCRIPTION
 DJ8648
 DJ8648'DESCRIBED BY MN HIGHWAY DEPT 1960
 DJ8648'4.0 MILES WEST OF BARRY, 4.0 MILES WEST ALONG TRUNK HIGHWAY 28 FROM
 DJ8648'THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 SOUTH IN BARRY, AT
 DJ8648'TRUNK HIGHWAY 28 MILEPOINT 12.25, 94.5 FEET EAST OF CABLE SIGN, 75.0
 DJ8648'FEET NORTH OF TRUNK HIGHWAY 28, 66.4 FEET SOUTHEAST OF RIGHT OF WAY
 DJ8648'POST, 41.0 FEET WEST OF COUNTY ROAD 3 EXTENDED, 0.5 FEET SOUTH OF
 DJ8648'WITNESS POST.
 DJ8648
 DJ8648                          STATION RECOVERY (2006)
 DJ8648
 DJ8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8648'4.0 MI (6.4 KM) WEST OF BARRY, 4.0 MI (6.4 KM) WEST ALONG TRUNK
 DJ8648'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8648'SOUTH IN BARRY, AT TRUNK HIGHWAY 28 MILE POINT 12.25, 94.5 FT (28.8 M)
 DJ8648'EAST OF CABLE SIGN, 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 28, 66.4
 DJ8648'FT (20.2 M) SOUTHEAST OF RIGHT OF WAY POST, 41.0 FT (12.5 M) WEST OF
 DJ8648'COUNTY ROAD 3 EXTENDED, 0.5 FT (0.2 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8649 ***********************************************************************
 DJ8649  DESIGNATION -  0605 D RESET
 DJ8649  PID         -  DJ8649
 DJ8649  STATE/COUNTY-  MN/BIG STONE
 DJ8649  COUNTRY     -  US
 DJ8649  USGS QUAD   -  BARRY (1974)
 DJ8649
 DJ8649                         *CURRENT SURVEY CONTROL
 DJ8649  ______________________________________________________________________
 DJ8649* NAD 83(2007) POSITION- 45 33 32.10201(N) 096 37 01.13221(W)   ADJUSTED  
 DJ8649* NAD 83(2007) ELLIP HT-   313.268 (meters)        (07/09/09)   ADJUSTED
 DJ8649* NAD 83(2007) EPOCH   -  2002.00
 DJ8649* NAVD 88 ORTHO HEIGHT -   339.300  (meters)    1113.19  (feet) ADJUSTED  
 DJ8649  ______________________________________________________________________
 DJ8649  NAD 83(2007) X  -   -515,508.390 (meters)                     COMP
 DJ8649  NAD 83(2007) Y  - -4,443,872.999 (meters)                     COMP
 DJ8649  NAD 83(2007) Z  -  4,531,280.152 (meters)                     COMP
 DJ8649  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC09
 DJ8649  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DJ8649  DYNAMIC HEIGHT  -        339.284 (meters)     1113.13  (feet) COMP
 DJ8649  MODELED GRAVITY -    980,559.1   (mgal)                       NAVD 88
 DJ8649
 DJ8649  HORZ ORDER      -  FIRST
 DJ8649  VERT ORDER      -  SECOND    CLASS I
 DJ8649  ELLP ORDER      -  THIRD     CLASS I
 DJ8649
 DJ8649.The horizontal coordinates were established by GPS observations
 DJ8649.and adjusted by the National Geodetic Survey in July 2009.
 DJ8649
 DJ8649.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8649.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8649
 DJ8649.The horizontal coordinates are valid at the epoch date displayed above
 DJ8649.which is a decimal equivalence of Year/Month/Day.
 DJ8649
 DJ8649.The orthometric height was determined by differential leveling and
 DJ8649.adjusted in July 2008.
 DJ8649
 DJ8649.Photographs are available for this station.
 DJ8649
 DJ8649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8649
 DJ8649.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8649
 DJ8649.The ellipsoidal height was determined by GPS observations
 DJ8649.and is referenced to NAD 83.
 DJ8649
 DJ8649.The dynamic height is computed by dividing the NAVD 88
 DJ8649.geopotential number by the normal gravity value computed on the
 DJ8649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8649.degrees latitude (g = 980.6199 gals.).
 DJ8649
 DJ8649.The modeled gravity was interpolated from observed gravity values.
 DJ8649
 DJ8649. The following values were computed from the NAD 83(2007) position.
 DJ8649
 DJ8649;                    North         East     Units Scale Factor Converg.
 DJ8649;SPC MN S     -   387,615.166   595,691.190   MT  1.00009283   -1 50 03.5
 DJ8649;SPC MN S     - 1,271,700.76  1,954,363.51   sFT  1.00009283   -1 50 03.5
 DJ8649;UTM  14      - 5,047,804.250   685,982.390   MT  1.00002528   +1 42 06.8
 DJ8649
 DJ8649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8649!SPC MN S     -   0.99995089  x   1.00009283  =   1.00004371
 DJ8649!UTM  14      -   0.99995089  x   1.00002528  =   0.99997617
 DJ8649
 DJ8649                          SUPERSEDED SURVEY CONTROL
 DJ8649
 DJ8649  NAD 83(1996)-  45 33 32.10144(N)    096 37 01.13176(W) AD(       ) 1
 DJ8649  ELLIP H (03/06/08)  313.303  (m)                       GP(       ) 3 1
 DJ8649  NAVD 88 (03/06/08)  339.30   (m)         1113.2    (f) LEVELING    3  
 DJ8649
 DJ8649.Superseded values are not recommended for survey control.
 DJ8649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8649.See file dsdata.txt to determine how the superseded data were derived.
 DJ8649
 DJ8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8598247804(NAD 83)
 DJ8649
 DJ8649_MARKER: DB = BENCH MARK DISK
 DJ8649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8649_STAMPING: 0605 D RESET 1964
 DJ8649_MARK LOGO: MNHD  
 DJ8649_PROJECTION: FLUSH
 DJ8649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8649+STABILITY: SURFACE MOTION
 DJ8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8649+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8649
 DJ8649  HISTORY     - Date     Condition        Report By
 DJ8649  HISTORY     - 1964     MONUMENTED       MNHD
 DJ8649  HISTORY     - 20060322 GOOD             MNDT
 DJ8649
 DJ8649                          STATION DESCRIPTION
 DJ8649
 DJ8649'DESCRIBED BY MN HIGHWAY DEPT 1964
 DJ8649'3.0 MILES WEST OF BARRY, 3.0 MILES WEST ALONG TRUNK HIGHWAY 28 FROM
 DJ8649'THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 SOUTH IN BARRY, AT
 DJ8649'TRUNK HIGHWAY 28 MILEPOINT 13.3, 74.0 FEET NORTH OF TRUNK HIGHWAY 28,
 DJ8649'64.5 FEET EAST OF CABLE PEDESTAL, 32.5 FEET EAST OF TOWNSHIP ROAD, 0.3
 DJ8649'FEET NORTH OF WITNESS POST.
 DJ8649
 DJ8649                          STATION RECOVERY (2006)
 DJ8649
 DJ8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8649'3.0 MI (4.8 KM) WEST OF BARRY, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 DJ8649'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8649'SOUTH IN BARRY, AT TRUNK HIGHWAY 28 MILE POINT 13.3, 74.0 FT (22.6 M)
 DJ8649'NORTH OF TRUNK HIGHWAY 28, 64.5 FT (19.7 M) EAST OF CABLE PEDESTAL,
 DJ8649'32.5 FT (9.9 M) EAST OF TOWNSHIP ROAD, 0.3 FT (0.1 M) NORTH OF A
 DJ8649'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8650 ***********************************************************************
 DJ8650  DESIGNATION -  0605 E RESET
 DJ8650  PID         -  DJ8650
 DJ8650  STATE/COUNTY-  MN/BIG STONE
 DJ8650  COUNTRY     -  US
 DJ8650  USGS QUAD   -  BARRY (1974)
 DJ8650
 DJ8650                         *CURRENT SURVEY CONTROL
 DJ8650  ______________________________________________________________________
 DJ8650* NAD 83(2007) POSITION- 45 33 30.26462(N) 096 35 46.02028(W)   ADJUSTED  
 DJ8650* NAD 83(2007) ELLIP HT-   309.620 (meters)        (07/09/09)   ADJUSTED
 DJ8650* NAD 83(2007) EPOCH   -  2002.00
 DJ8650* NAVD 88 ORTHO HEIGHT -   335.663  (meters)    1101.25  (feet) ADJUSTED  
 DJ8650  ______________________________________________________________________
 DJ8650  NAD 83(2007) X  -   -513,894.466 (meters)                     COMP
 DJ8650  NAD 83(2007) Y  - -4,444,098.125 (meters)                     COMP
 DJ8650  NAD 83(2007) Z  -  4,531,237.827 (meters)                     COMP
 DJ8650  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC09
 DJ8650  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DJ8650  DYNAMIC HEIGHT  -        335.647 (meters)     1101.20  (feet) COMP
 DJ8650  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 DJ8650
 DJ8650  HORZ ORDER      -  FIRST
 DJ8650  VERT ORDER      -  SECOND    CLASS I
 DJ8650  ELLP ORDER      -  THIRD     CLASS I
 DJ8650
 DJ8650.The horizontal coordinates were established by GPS observations
 DJ8650.and adjusted by the National Geodetic Survey in July 2009.
 DJ8650
 DJ8650.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8650.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8650
 DJ8650.The horizontal coordinates are valid at the epoch date displayed above
 DJ8650.which is a decimal equivalence of Year/Month/Day.
 DJ8650
 DJ8650.The orthometric height was determined by differential leveling and
 DJ8650.adjusted in July 2008.
 DJ8650
 DJ8650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8650
 DJ8650.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8650
 DJ8650.The ellipsoidal height was determined by GPS observations
 DJ8650.and is referenced to NAD 83.
 DJ8650
 DJ8650.The dynamic height is computed by dividing the NAVD 88
 DJ8650.geopotential number by the normal gravity value computed on the
 DJ8650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8650.degrees latitude (g = 980.6199 gals.).
 DJ8650
 DJ8650.The modeled gravity was interpolated from observed gravity values.
 DJ8650
 DJ8650. The following values were computed from the NAD 83(2007) position.
 DJ8650
 DJ8650;                    North         East     Units Scale Factor Converg.
 DJ8650;SPC MN S     -   387,506.523   597,317.733   MT  1.00009266   -1 49 10.9
 DJ8650;SPC MN S     - 1,271,344.32  1,959,699.93   sFT  1.00009266   -1 49 10.9
 DJ8650;UTM  14      - 5,047,796.142   687,612.433   MT  1.00003277   +1 43 00.4
 DJ8650
 DJ8650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8650!SPC MN S     -   0.99995146  x   1.00009266  =   1.00004412
 DJ8650!UTM  14      -   0.99995146  x   1.00003277  =   0.99998423
 DJ8650
 DJ8650                          SUPERSEDED SURVEY CONTROL
 DJ8650
 DJ8650  NAD 83(1996)-  45 33 30.26405(N)    096 35 46.01983(W) AD(       ) 1
 DJ8650  ELLIP H (03/06/08)  309.655  (m)                       GP(       ) 3 1
 DJ8650  NAVD 88 (03/06/08)  335.66   (m)         1101.2    (f) LEVELING    3  
 DJ8650
 DJ8650.Superseded values are not recommended for survey control.
 DJ8650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8650.See file dsdata.txt to determine how the superseded data were derived.
 DJ8650
 DJ8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8761247796(NAD 83)
 DJ8650
 DJ8650_MARKER: DB = BENCH MARK DISK
 DJ8650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8650_STAMPING: 0605 E RESET 1964
 DJ8650_MARK LOGO: MNHD  
 DJ8650_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ8650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8650+STABILITY: SURFACE MOTION
 DJ8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8650+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2009
 DJ8650
 DJ8650  HISTORY     - Date     Condition        Report By
 DJ8650  HISTORY     - 1964     MONUMENTED       MNHD
 DJ8650  HISTORY     - 20060322 GOOD             MNDT
 DJ8650  HISTORY     - 20090224 GOOD             DUCKS
 DJ8650
 DJ8650                          STATION DESCRIPTION
 DJ8650
 DJ8650'DESCRIBED BY MN HIGHWAY DEPT 1964
 DJ8650'2.0 MILES WEST OF BARRY, 2.0 MILES WEST ALONG TRUNK HIGHWAY 28 FROM
 DJ8650'THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 SOUTH, AT TRUNK
 DJ8650'HIGHWAY 28 MILEPOINT 14.3, AT THE JUNCTION OF TRUNK HIGHWAY 28 AND
 DJ8650'COUNTY ROADS 59 AND 57, 72.0 FEET EAST OF COUNTY ROAD 59, 64.0 FEET
 DJ8650'SOUTH OF TRUNK HIGHWAY 28, 56.3 FEET NORTH-NORTHWEST OF RIGHT OF WAY
 DJ8650'POST, 35.9 FEET NORTHEAST OF POWER POLE, 0.3 FEET NORTH OF WITNESS
 DJ8650'POST.
 DJ8650
 DJ8650                          STATION RECOVERY (2006)
 DJ8650
 DJ8650'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8650'2.0 MI (3.2 KM) WEST OF BARRY, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DJ8650'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8650'SOUTH, AT TRUNK HIGHWAY 28 MILE POINT 14.3, AT THE JUNCTION OF TRUNK
 DJ8650'HIGHWAY 28 AND COUNTY ROADS 59 AND 57, 72.0 FT (21.9 M) EAST OF COUNTY
 DJ8650'ROAD 59, 64.0 FT (19.5 M) SOUTH OF TRUNK HIGHWAY 28, 56.3 FT (17.2 M)
 DJ8650'NORTH-NORTHWEST OF RIGHT OF WAY POST, 35.9 FT (10.9 M) NORTHEAST OF A
 DJ8650'POWER POLE, 0.3 FT (0.1 M) NORTH OF A WITNESS POST
 DJ8650
 DJ8650                          STATION RECOVERY (2009)
 DJ8650
 DJ8650'RECOVERY NOTE BY DUCKS UNLIMITED 2009 (GLJ)
 DJ8650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8651 ***********************************************************************
 DJ8651  DESIGNATION -  0605 F
 DJ8651  PID         -  DJ8651
 DJ8651  STATE/COUNTY-  MN/BIG STONE
 DJ8651  COUNTRY     -  US
 DJ8651  USGS QUAD   -  BARRY (1974)
 DJ8651
 DJ8651                         *CURRENT SURVEY CONTROL
 DJ8651  ______________________________________________________________________
 DJ8651* NAD 83(1986) POSITION- 45 33 27.     (N) 096 34 32.     (W)   SCALED    
 DJ8651* NAVD 88 ORTHO HEIGHT -   334.093  (meters)    1096.10  (feet) ADJUSTED  
 DJ8651  ______________________________________________________________________
 DJ8651  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 DJ8651  DYNAMIC HEIGHT  -        334.078 (meters)     1096.05  (feet) COMP
 DJ8651  MODELED GRAVITY -    980,559.8   (mgal)                       NAVD 88
 DJ8651
 DJ8651  VERT ORDER      -  SECOND    CLASS I
 DJ8651
 DJ8651.The horizontal coordinates were scaled from a topographic map and have
 DJ8651.an estimated accuracy of +/- 6 seconds.
 DJ8651.
 DJ8651.The orthometric height was determined by differential leveling and
 DJ8651.adjusted in July 2008.
 DJ8651
 DJ8651.The dynamic height is computed by dividing the NAVD 88
 DJ8651.geopotential number by the normal gravity value computed on the
 DJ8651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8651.degrees latitude (g = 980.6199 gals.).
 DJ8651
 DJ8651.The modeled gravity was interpolated from observed gravity values.
 DJ8651
 DJ8651;                    North         East    Units  Estimated Accuracy
 DJ8651;SPC MN S     -   387,360.      598,920.      MT  (+/- 180 meters Scaled)
 DJ8651
 DJ8651                          SUPERSEDED SURVEY CONTROL
 DJ8651
 DJ8651.No superseded survey control is available for this station.
 DJ8651
 DJ8651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR892477(NAD 83)
 DJ8651
 DJ8651_MARKER: DB = BENCH MARK DISK
 DJ8651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8651_STAMPING: 0605 F 1960
 DJ8651_MARK LOGO: MNHD  
 DJ8651_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8651+STABILITY: SURFACE MOTION
 DJ8651
 DJ8651  HISTORY     - Date     Condition        Report By
 DJ8651  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8651  HISTORY     - 20060322 GOOD             MNDT
 DJ8651
 DJ8651                          STATION DESCRIPTION
 DJ8651
 DJ8651'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8651'1.0 MI (1.6 KM) WEST OF BARRY, 1.05 MI (1.7 KM) WEST ALONG TRUNK
 DJ8651'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7
 DJ8651'SOUTH, AT TRUNK HIGHWAY 28 MILE POINT 15.25, 72.0 FT (21.9 M) SOUTH OF
 DJ8651'TRUNK HIGHWAY 28, 32.0 FT (9.8 M) EAST OF A FIELD ENTRANCE, 4.2 FT
 DJ8651'(1.3 M) NORTH-NORTHWEST OF RIGHT OF WAY POST, 0.3 FT (0.1 M) NORTH OF
 DJ8651'A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8652 ***********************************************************************
 DJ8652  DESIGNATION -  0605 G
 DJ8652  PID         -  DJ8652
 DJ8652  STATE/COUNTY-  MN/BIG STONE
 DJ8652  COUNTRY     -  US
 DJ8652  USGS QUAD   -  BARRY (1974)
 DJ8652
 DJ8652                         *CURRENT SURVEY CONTROL
 DJ8652  ______________________________________________________________________
 DJ8652* NAD 83(2007) POSITION- 45 33 28.84069(N) 096 33 18.85139(W)   ADJUSTED  
 DJ8652* NAD 83(2007) ELLIP HT-   310.519 (meters)        (07/09/09)   ADJUSTED
 DJ8652* NAD 83(2007) EPOCH   -  2002.00
 DJ8652* NAVD 88 ORTHO HEIGHT -   336.578  (meters)    1104.26  (feet) ADJUSTED  
 DJ8652  ______________________________________________________________________
 DJ8652  NAD 83(2007) X  -   -510,727.149 (meters)                     COMP
 DJ8652  NAD 83(2007) Y  - -4,444,495.463 (meters)                     COMP
 DJ8652  NAD 83(2007) Z  -  4,531,207.687 (meters)                     COMP
 DJ8652  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC09
 DJ8652  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 DJ8652  DYNAMIC HEIGHT  -        336.562 (meters)     1104.20  (feet) COMP
 DJ8652  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 DJ8652
 DJ8652  HORZ ORDER      -  FIRST
 DJ8652  VERT ORDER      -  SECOND    CLASS I
 DJ8652  ELLP ORDER      -  THIRD     CLASS I
 DJ8652
 DJ8652.The horizontal coordinates were established by GPS observations
 DJ8652.and adjusted by the National Geodetic Survey in July 2009.
 DJ8652
 DJ8652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8652.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8652
 DJ8652.The horizontal coordinates are valid at the epoch date displayed above
 DJ8652.which is a decimal equivalence of Year/Month/Day.
 DJ8652
 DJ8652.The orthometric height was determined by differential leveling and
 DJ8652.adjusted in July 2008.
 DJ8652
 DJ8652.Photographs are available for this station.
 DJ8652
 DJ8652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8652
 DJ8652.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8652
 DJ8652.The ellipsoidal height was determined by GPS observations
 DJ8652.and is referenced to NAD 83.
 DJ8652
 DJ8652.The dynamic height is computed by dividing the NAVD 88
 DJ8652.geopotential number by the normal gravity value computed on the
 DJ8652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8652.degrees latitude (g = 980.6199 gals.).
 DJ8652
 DJ8652.The modeled gravity was interpolated from observed gravity values.
 DJ8652
 DJ8652. The following values were computed from the NAD 83(2007) position.
 DJ8652
 DJ8652;                    North         East     Units Scale Factor Converg.
 DJ8652;SPC MN S     -   387,362.014   600,506.885   MT  1.00009253   -1 47 27.7
 DJ8652;SPC MN S     - 1,270,870.21  1,970,163.01   sFT  1.00009253   -1 47 27.7
 DJ8652;UTM  14      - 5,047,848.640   690,804.259   MT  1.00004762   +1 44 45.6
 DJ8652
 DJ8652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8652!SPC MN S     -   0.99995132  x   1.00009253  =   1.00004385
 DJ8652!UTM  14      -   0.99995132  x   1.00004762  =   0.99999894
 DJ8652
 DJ8652                          SUPERSEDED SURVEY CONTROL
 DJ8652
 DJ8652  NAD 83(1996)-  45 33 28.84012(N)    096 33 18.85094(W) AD(       ) 1
 DJ8652  ELLIP H (03/06/08)  310.554  (m)                       GP(       ) 3 1
 DJ8652  NAVD 88 (03/06/08)  336.58   (m)         1104.3    (f) LEVELING    3  
 DJ8652
 DJ8652.Superseded values are not recommended for survey control.
 DJ8652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8652.See file dsdata.txt to determine how the superseded data were derived.
 DJ8652
 DJ8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9080447848(NAD 83)
 DJ8652
 DJ8652_MARKER: DB = BENCH MARK DISK
 DJ8652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8652_STAMPING: 0605 G 1960
 DJ8652_MARK LOGO: MNHD  
 DJ8652_PROJECTION: PROJECTING 3 CENTIMETERS
 DJ8652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8652+STABILITY: SURFACE MOTION
 DJ8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8652+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8652
 DJ8652  HISTORY     - Date     Condition        Report By
 DJ8652  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8652  HISTORY     - 20060322 GOOD             MNDT
 DJ8652
 DJ8652                          STATION DESCRIPTION
 DJ8652
 DJ8652'DESCRIBED BY MN HIGHWAY DEPT 1960
 DJ8652'IN BARRY AT THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 EAST
 DJ8652'JUNCTION, AT TRUNK HIGHWAY 28 MILEPOINT 16.25, 69.2 FEET SOUTH OF
 DJ8652'TRUNK HIGHWAY 28, 59.3 FEET WEST OF COUNTY ROAD 7, 6.4 FEET NORTHWEST
 DJ8652'OF RIGHT OF WAY POST, 0.3 FEET NORTH OF WITNESS POST.
 DJ8652
 DJ8652                          STATION RECOVERY (2006)
 DJ8652
 DJ8652'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8652'IN BARRY AT THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 7 EAST
 DJ8652'JUNCTION, AT TRUNK HIGHWAY 28 MILE POINT 16.25, 69.2 FT (21.1 M) SOUTH
 DJ8652'OF TRUNK HIGHWAY 28, 59.3 FT (18.1 M) WEST OF COUNTY ROAD 7, 6.4 FT
 DJ8652'(2.0 M) NORTHWEST OF RIGHT OF WAY POST, 0.3 FT (0.1 M) NORTH OF A
 DJ8652'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8654 ***********************************************************************
 DJ8654  DESIGNATION -  0605 J RESET
 DJ8654  PID         -  DJ8654
 DJ8654  STATE/COUNTY-  MN/BIG STONE
 DJ8654  COUNTRY     -  US
 DJ8654  USGS QUAD   -  BARRY (1974)
 DJ8654
 DJ8654                         *CURRENT SURVEY CONTROL
 DJ8654  ______________________________________________________________________
 DJ8654* NAD 83(1986) POSITION- 45 33 27.     (N) 096 30 52.     (W)   SCALED    
 DJ8654* NAVD 88 ORTHO HEIGHT -   334.990  (meters)    1099.05  (feet) ADJUSTED  
 DJ8654  ______________________________________________________________________
 DJ8654  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DJ8654  DYNAMIC HEIGHT  -        334.974 (meters)     1098.99  (feet) COMP
 DJ8654  MODELED GRAVITY -    980,561.5   (mgal)                       NAVD 88
 DJ8654
 DJ8654  VERT ORDER      -  SECOND    CLASS I
 DJ8654
 DJ8654.The horizontal coordinates were scaled from a topographic map and have
 DJ8654.an estimated accuracy of +/- 6 seconds.
 DJ8654.
 DJ8654.The orthometric height was determined by differential leveling and
 DJ8654.adjusted in July 2008.
 DJ8654
 DJ8654.The dynamic height is computed by dividing the NAVD 88
 DJ8654.geopotential number by the normal gravity value computed on the
 DJ8654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8654.degrees latitude (g = 980.6199 gals.).
 DJ8654
 DJ8654.The modeled gravity was interpolated from observed gravity values.
 DJ8654
 DJ8654;                    North         East    Units  Estimated Accuracy
 DJ8654;SPC MN S     -   387,210.      603,690.      MT  (+/- 180 meters Scaled)
 DJ8654
 DJ8654                          SUPERSEDED SURVEY CONTROL
 DJ8654
 DJ8654.No superseded survey control is available for this station.
 DJ8654
 DJ8654_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR939478(NAD 83)
 DJ8654
 DJ8654_MARKER: DB = BENCH MARK DISK
 DJ8654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8654_STAMPING: 0605 J RESET 1964
 DJ8654_MARK LOGO: MNHD  
 DJ8654_PROJECTION: FLUSH
 DJ8654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8654+STABILITY: SURFACE MOTION
 DJ8654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8654+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8654
 DJ8654  HISTORY     - Date     Condition        Report By
 DJ8654  HISTORY     - 1964     MONUMENTED       MNHD
 DJ8654  HISTORY     - 20060322 GOOD             MNDT
 DJ8654
 DJ8654                          STATION DESCRIPTION
 DJ8654
 DJ8654'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8654'4.0 MI (6.4 KM) WEST OF GRACEVILLE, AT THE JUNCTION OF TRUNK HIGHWAY
 DJ8654'28 AND COUNTY ROAD 61, 70 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 28, 85 FT
 DJ8654'(25.9 M) WEST OF COUNTY ROAD 61
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8656 ***********************************************************************
 DJ8656  DESIGNATION -  0605 K
 DJ8656  PID         -  DJ8656
 DJ8656  STATE/COUNTY-  MN/BIG STONE
 DJ8656  COUNTRY     -  US
 DJ8656  USGS QUAD   -  GRACEVILLE (1974)
 DJ8656
 DJ8656                         *CURRENT SURVEY CONTROL
 DJ8656  ______________________________________________________________________
 DJ8656* NAD 83(2007) POSITION- 45 33 28.47549(N) 096 29 35.58330(W)   ADJUSTED  
 DJ8656* NAD 83(2007) ELLIP HT-   310.519 (meters)        (07/09/09)   ADJUSTED
 DJ8656* NAD 83(2007) EPOCH   -  2002.00
 DJ8656* NAVD 88 ORTHO HEIGHT -   336.596  (meters)    1104.32  (feet) ADJUSTED  
 DJ8656  ______________________________________________________________________
 DJ8656  NAD 83(2007) X  -   -505,916.887 (meters)                     COMP
 DJ8656  NAD 83(2007) Y  - -4,445,053.686 (meters)                     COMP
 DJ8656  NAD 83(2007) Z  -  4,531,199.792 (meters)                     COMP
 DJ8656  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC09
 DJ8656  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DJ8656  DYNAMIC HEIGHT  -        336.581 (meters)     1104.27  (feet) COMP
 DJ8656  MODELED GRAVITY -    980,561.9   (mgal)                       NAVD 88
 DJ8656
 DJ8656  HORZ ORDER      -  FIRST
 DJ8656  VERT ORDER      -  SECOND    CLASS I
 DJ8656  ELLP ORDER      -  THIRD     CLASS I
 DJ8656
 DJ8656.The horizontal coordinates were established by GPS observations
 DJ8656.and adjusted by the National Geodetic Survey in July 2009.
 DJ8656
 DJ8656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8656.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8656
 DJ8656.The horizontal coordinates are valid at the epoch date displayed above
 DJ8656.which is a decimal equivalence of Year/Month/Day.
 DJ8656
 DJ8656.The orthometric height was determined by differential leveling and
 DJ8656.adjusted in July 2008.
 DJ8656
 DJ8656.Photographs are available for this station.
 DJ8656
 DJ8656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8656
 DJ8656.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8656
 DJ8656.The ellipsoidal height was determined by GPS observations
 DJ8656.and is referenced to NAD 83.
 DJ8656
 DJ8656.The dynamic height is computed by dividing the NAVD 88
 DJ8656.geopotential number by the normal gravity value computed on the
 DJ8656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8656.degrees latitude (g = 980.6199 gals.).
 DJ8656
 DJ8656.The modeled gravity was interpolated from observed gravity values.
 DJ8656
 DJ8656. The following values were computed from the NAD 83(2007) position.
 DJ8656
 DJ8656;                    North         East     Units Scale Factor Converg.
 DJ8656;SPC MN S     -   387,201.223   605,346.979   MT  1.00009250   -1 44 51.2
 DJ8656;SPC MN S     - 1,270,342.68  1,986,042.55   sFT  1.00009250   -1 44 51.2
 DJ8656;UTM  14      - 5,047,986.788   695,644.890   MT  1.00007062   +1 47 25.1
 DJ8656
 DJ8656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8656!SPC MN S     -   0.99995132  x   1.00009250  =   1.00004382
 DJ8656!UTM  14      -   0.99995132  x   1.00007062  =   1.00002194
 DJ8656
 DJ8656                          SUPERSEDED SURVEY CONTROL
 DJ8656
 DJ8656  NAD 83(1996)-  45 33 28.47491(N)    096 29 35.58284(W) AD(       ) 1
 DJ8656  ELLIP H (03/06/08)  310.554  (m)                       GP(       ) 3 1
 DJ8656  NAVD 88 (03/06/08)  336.60   (m)         1104.3    (f) LEVELING    3  
 DJ8656
 DJ8656.Superseded values are not recommended for survey control.
 DJ8656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8656.See file dsdata.txt to determine how the superseded data were derived.
 DJ8656
 DJ8656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9564447986(NAD 83)
 DJ8656
 DJ8656_MARKER: DB = BENCH MARK DISK
 DJ8656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8656_STAMPING: 0605 K 1960
 DJ8656_MARK LOGO: MNHD  
 DJ8656_PROJECTION: FLUSH
 DJ8656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8656+STABILITY: SURFACE MOTION
 DJ8656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8656+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8656
 DJ8656  HISTORY     - Date     Condition        Report By
 DJ8656  HISTORY     - 1960     MONUMENTED       MNHD
 DJ8656  HISTORY     - 20060322 GOOD             MNDT
 DJ8656
 DJ8656                          STATION DESCRIPTION
 DJ8656
 DJ8656'DESCRIBED BY MN HIGHWAY DEPT 1960
 DJ8656'3.0 MILES WEST OF GRACEVILLE, 3.35 MILES WEST ALONG TRUNK HIGHWAY 28
 DJ8656'FROM JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75 IN GRACEVILLE,
 DJ8656'AT TRUNK HIGHWAY 28 MILEPOINT 19.25, 71 FEET SOUTH OF TRUNK HIGHWAY
 DJ8656'28, 52 FEET EAST OF MINIMUM MAINTENANCE ROAD, 6.7 FEET EAST OF
 DJ8656'TELEPHONE PEDESTAL, 0.6 FEET NORTH OF WITNESS POST.
 DJ8656
 DJ8656                          STATION RECOVERY (2006)
 DJ8656
 DJ8656'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8656'3.0 MI (4.8 KM) WEST OF GRACEVILLE, 3.35 MI (5.4 KM) WEST ALONG TRUNK
 DJ8656'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8656'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 19.25, 71 FT (21.6 M)
 DJ8656'SOUTH OF TRUNK HIGHWAY 28, 50.2 FT (15.3 M) EAST OF MINIMUM
 DJ8656'MAINTENANCE ROAD, 0.6 FT (0.2 M) NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8668 ***********************************************************************
 DJ8668  DESIGNATION -  0605 M RESET
 DJ8668  PID         -  DJ8668
 DJ8668  STATE/COUNTY-  MN/BIG STONE
 DJ8668  COUNTRY     -  US
 DJ8668  USGS QUAD   -  GRACEVILLE (1974)
 DJ8668
 DJ8668                         *CURRENT SURVEY CONTROL
 DJ8668  ______________________________________________________________________
 DJ8668* NAD 83(1986) POSITION- 45 34 02.     (N) 096 26 56.     (W)   SCALED    
 DJ8668* NAVD 88 ORTHO HEIGHT -   336.681  (meters)    1104.59  (feet) ADJUSTED  
 DJ8668  ______________________________________________________________________
 DJ8668  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DJ8668  DYNAMIC HEIGHT  -        336.667 (meters)     1104.55  (feet) COMP
 DJ8668  MODELED GRAVITY -    980,564.5   (mgal)                       NAVD 88
 DJ8668
 DJ8668  VERT ORDER      -  SECOND    CLASS I
 DJ8668
 DJ8668.The horizontal coordinates were scaled from a topographic map and have
 DJ8668.an estimated accuracy of +/- 6 seconds.
 DJ8668.
 DJ8668.The orthometric height was determined by differential leveling and
 DJ8668.adjusted in July 2008.
 DJ8668
 DJ8668.The dynamic height is computed by dividing the NAVD 88
 DJ8668.geopotential number by the normal gravity value computed on the
 DJ8668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8668.degrees latitude (g = 980.6199 gals.).
 DJ8668
 DJ8668.The modeled gravity was interpolated from observed gravity values.
 DJ8668
 DJ8668;                    North         East    Units  Estimated Accuracy
 DJ8668;SPC MN S     -   388,130.      608,840.      MT  (+/- 180 meters Scaled)
 DJ8668
 DJ8668                          SUPERSEDED SURVEY CONTROL
 DJ8668
 DJ8668.No superseded survey control is available for this station.
 DJ8668
 DJ8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR990491(NAD 83)
 DJ8668
 DJ8668_MARKER: DB = BENCH MARK DISK
 DJ8668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8668_STAMPING: 0605 M RESET 1977
 DJ8668_MARK LOGO: MNDT  
 DJ8668_PROJECTION: FLUSH
 DJ8668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8668+STABILITY: SURFACE MOTION
 DJ8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8668+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8668
 DJ8668  HISTORY     - Date     Condition        Report By
 DJ8668  HISTORY     - 1977     MONUMENTED       MNDT
 DJ8668  HISTORY     - 20060322 GOOD             MNDT
 DJ8668
 DJ8668                          STATION DESCRIPTION
 DJ8668
 DJ8668'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8668'0.5 MI (0.8 KM) WEST OF GRACEVILLE, 1.0 MI (1.6 KM) WEST OF TRUNK
 DJ8668'HIGHWAY 75, AT TRUNK HIGHWAY 28 MILE POINT 21.6, 74.5 FT (22.7 M)
 DJ8668'SOUTHEAST OF TRUNK HIGHWAY 28, 58 FT (17.7 M) NORTHWEST OF COUNTY ROAD
 DJ8668'18, 85 FT (25.9 M) NORTHEAST OF CONNECTION BETWEEN ROADS, 0.5 FT (0.2
 DJ8668'M) NORTHWEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8667 ***********************************************************************
 DJ8667  DESIGNATION -  0605 Q
 DJ8667  PID         -  DJ8667
 DJ8667  STATE/COUNTY-  MN/BIG STONE
 DJ8667  COUNTRY     -  US
 DJ8667  USGS QUAD   -  GRACEVILLE (1974)
 DJ8667
 DJ8667                         *CURRENT SURVEY CONTROL
 DJ8667  ______________________________________________________________________
 DJ8667* NAD 83(1986) POSITION- 45 33 38.     (N) 096 28 06.     (W)   SCALED    
 DJ8667* NAVD 88 ORTHO HEIGHT -   332.721  (meters)    1091.60  (feet) ADJUSTED  
 DJ8667  ______________________________________________________________________
 DJ8667  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DJ8667  DYNAMIC HEIGHT  -        332.706 (meters)     1091.55  (feet) COMP
 DJ8667  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 DJ8667
 DJ8667  VERT ORDER      -  SECOND    CLASS I
 DJ8667
 DJ8667.The horizontal coordinates were scaled from a topographic map and have
 DJ8667.an estimated accuracy of +/- 6 seconds.
 DJ8667.
 DJ8667.The orthometric height was determined by differential leveling and
 DJ8667.adjusted in July 2008.
 DJ8667
 DJ8667.The dynamic height is computed by dividing the NAVD 88
 DJ8667.geopotential number by the normal gravity value computed on the
 DJ8667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8667.degrees latitude (g = 980.6199 gals.).
 DJ8667
 DJ8667.The modeled gravity was interpolated from observed gravity values.
 DJ8667
 DJ8667;                    North         East    Units  Estimated Accuracy
 DJ8667;SPC MN S     -   387,440.      607,300.      MT  (+/- 180 meters Scaled)
 DJ8667
 DJ8667                          SUPERSEDED SURVEY CONTROL
 DJ8667
 DJ8667.No superseded survey control is available for this station.
 DJ8667
 DJ8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR975483(NAD 83)
 DJ8667
 DJ8667_MARKER: DV = VERTICAL CONTROL DISK
 DJ8667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ8667_SP_SET: BOX HEADWALL
 DJ8667_STAMPING: 0605 Q 2005
 DJ8667_MARK LOGO: MNDT  
 DJ8667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8667+STABILITY: SURFACE MOTION
 DJ8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8667+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8667
 DJ8667  HISTORY     - Date     Condition        Report By
 DJ8667  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8667
 DJ8667                          STATION DESCRIPTION
 DJ8667
 DJ8667'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8667'1.0 MI (1.6 KM) SOUTHWEST OF GRACEVILLE, 1.9 MI (3.1 KM) SOUTHWEST
 DJ8667'ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK
 DJ8667'HIGHWAY 75 IN GRACEVILLE, IN SOUTHEAST CORNER OF HEAD BOX CULVERT, AT
 DJ8667'TRUNK HIGHWAY 28 MILE POINT 20.5, 24.0 FT (7.3 M) SOUTHEAST OF TRUNK
 DJ8667'HIGHWAY 28
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8657 ***********************************************************************
 DJ8657  DESIGNATION -  0605 R
 DJ8657  PID         -  DJ8657
 DJ8657  STATE/COUNTY-  MN/BIG STONE
 DJ8657  COUNTRY     -  US
 DJ8657  USGS QUAD   -  GRACEVILLE (1974)
 DJ8657
 DJ8657                         *CURRENT SURVEY CONTROL
 DJ8657  ______________________________________________________________________
 DJ8657* NAD 83(1986) POSITION- 45 33 28.     (N) 096 28 26.     (W)   SCALED    
 DJ8657* NAVD 88 ORTHO HEIGHT -   336.401  (meters)    1103.68  (feet) ADJUSTED  
 DJ8657  ______________________________________________________________________
 DJ8657  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DJ8657  DYNAMIC HEIGHT  -        336.386 (meters)     1103.63  (feet) COMP
 DJ8657  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 DJ8657
 DJ8657  VERT ORDER      -  SECOND    CLASS I
 DJ8657
 DJ8657.The horizontal coordinates were scaled from a topographic map and have
 DJ8657.an estimated accuracy of +/- 6 seconds.
 DJ8657.
 DJ8657.The orthometric height was determined by differential leveling and
 DJ8657.adjusted in July 2008.
 DJ8657
 DJ8657.The dynamic height is computed by dividing the NAVD 88
 DJ8657.geopotential number by the normal gravity value computed on the
 DJ8657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8657.degrees latitude (g = 980.6199 gals.).
 DJ8657
 DJ8657.The modeled gravity was interpolated from observed gravity values.
 DJ8657
 DJ8657;                    North         East    Units  Estimated Accuracy
 DJ8657;SPC MN S     -   387,140.      606,860.      MT  (+/- 180 meters Scaled)
 DJ8657
 DJ8657                          SUPERSEDED SURVEY CONTROL
 DJ8657
 DJ8657.No superseded survey control is available for this station.
 DJ8657
 DJ8657_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR971480(NAD 83)
 DJ8657
 DJ8657_MARKER: DD = SURVEY DISK
 DJ8657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8657_STAMPING: 0605 R 2005
 DJ8657_MARK LOGO: MNDT  
 DJ8657_PROJECTION: FLUSH
 DJ8657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8657+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8657_ROD/PIPE-DEPTH:  7.6 meters
 DJ8657
 DJ8657  HISTORY     - Date     Condition        Report By
 DJ8657  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8657
 DJ8657                          STATION DESCRIPTION
 DJ8657
 DJ8657'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8657'1.0 MI (1.6 KM) WEST OF GRACEVILLE, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 DJ8657'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8657'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 20.25, 0.05 MI (0.1 KM)
 DJ8657'SOUTH OF TRUNK HIGHWAY 28, 30.7 FT (9.4 M) WEST OF COUNTY ROAD 35,
 DJ8657'21.4 FT (6.5 M) NORTH OF A FIELD ENTRANCE, 0.8 FT (0.2 M) EAST OF A
 DJ8657'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8655 ***********************************************************************
 DJ8655  DESIGNATION -  0605 S
 DJ8655  PID         -  DJ8655
 DJ8655  STATE/COUNTY-  MN/BIG STONE
 DJ8655  COUNTRY     -  US
 DJ8655  USGS QUAD   -  BARRY (1974)
 DJ8655
 DJ8655                         *CURRENT SURVEY CONTROL
 DJ8655  ______________________________________________________________________
 DJ8655* NAD 83(1986) POSITION- 45 33 30.     (N) 096 30 51.     (W)   SCALED    
 DJ8655* NAVD 88 ORTHO HEIGHT -   334.489  (meters)    1097.40  (feet) ADJUSTED  
 DJ8655  ______________________________________________________________________
 DJ8655  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DJ8655  DYNAMIC HEIGHT  -        334.474 (meters)     1097.35  (feet) COMP
 DJ8655  MODELED GRAVITY -    980,561.7   (mgal)                       NAVD 88
 DJ8655
 DJ8655  VERT ORDER      -  SECOND    CLASS I
 DJ8655
 DJ8655.The horizontal coordinates were scaled from a topographic map and have
 DJ8655.an estimated accuracy of +/- 6 seconds.
 DJ8655.
 DJ8655.The orthometric height was determined by differential leveling and
 DJ8655.adjusted in July 2008.
 DJ8655
 DJ8655.The dynamic height is computed by dividing the NAVD 88
 DJ8655.geopotential number by the normal gravity value computed on the
 DJ8655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8655.degrees latitude (g = 980.6199 gals.).
 DJ8655
 DJ8655.The modeled gravity was interpolated from observed gravity values.
 DJ8655
 DJ8655;                    North         East    Units  Estimated Accuracy
 DJ8655;SPC MN S     -   387,300.      603,710.      MT  (+/- 180 meters Scaled)
 DJ8655
 DJ8655                          SUPERSEDED SURVEY CONTROL
 DJ8655
 DJ8655.No superseded survey control is available for this station.
 DJ8655
 DJ8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR940479(NAD 83)
 DJ8655
 DJ8655_MARKER: DD = SURVEY DISK
 DJ8655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8655_STAMPING: 0605 S 2005
 DJ8655_MARK LOGO: MNDT  
 DJ8655_PROJECTION: FLUSH
 DJ8655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8655+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8655_ROD/PIPE-DEPTH:  7.6 meters
 DJ8655
 DJ8655  HISTORY     - Date     Condition        Report By
 DJ8655  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8655
 DJ8655                          STATION DESCRIPTION
 DJ8655
 DJ8655'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8655'3.0 MI (4.8 KM) WEST OF GRACEVILLE, 4.0 MI (6.4 KM) WEST ALONG TRUNK
 DJ8655'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8655'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 18.25, 185.3 FT (56.5 M)
 DJ8655'NORTH OF TRUNK HIGHWAY 28, 32.4 FT (9.9 M) WEST OF COUNTY ROAD 61,
 DJ8655'15.3 FT (4.7 M) NORTH-NORTHWEST OF TELEPHONE PEDESTAL NUMBER SPIRE,
 DJ8655'1.0 FT (0.3 M) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8653 ***********************************************************************
 DJ8653  DESIGNATION -  0605 T
 DJ8653  PID         -  DJ8653
 DJ8653  STATE/COUNTY-  MN/BIG STONE
 DJ8653  COUNTRY     -  US
 DJ8653  USGS QUAD   -  BARRY (1974)
 DJ8653
 DJ8653                         *CURRENT SURVEY CONTROL
 DJ8653  ______________________________________________________________________
 DJ8653* NAD 83(1986) POSITION- 45 33 32.     (N) 096 32 05.     (W)   SCALED    
 DJ8653* NAVD 88 ORTHO HEIGHT -   334.758  (meters)    1098.29  (feet) ADJUSTED  
 DJ8653  ______________________________________________________________________
 DJ8653  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DJ8653  DYNAMIC HEIGHT  -        334.742 (meters)     1098.23  (feet) COMP
 DJ8653  MODELED GRAVITY -    980,561.1   (mgal)                       NAVD 88
 DJ8653
 DJ8653  VERT ORDER      -  SECOND    CLASS I
 DJ8653
 DJ8653.The horizontal coordinates were scaled from a topographic map and have
 DJ8653.an estimated accuracy of +/- 6 seconds.
 DJ8653.
 DJ8653.The orthometric height was determined by differential leveling and
 DJ8653.adjusted in July 2008.
 DJ8653
 DJ8653.The dynamic height is computed by dividing the NAVD 88
 DJ8653.geopotential number by the normal gravity value computed on the
 DJ8653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8653.degrees latitude (g = 980.6199 gals.).
 DJ8653
 DJ8653.The modeled gravity was interpolated from observed gravity values.
 DJ8653
 DJ8653;                    North         East    Units  Estimated Accuracy
 DJ8653;SPC MN S     -   387,410.      602,110.      MT  (+/- 180 meters Scaled)
 DJ8653
 DJ8653                          SUPERSEDED SURVEY CONTROL
 DJ8653
 DJ8653.No superseded survey control is available for this station.
 DJ8653
 DJ8653_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR924479(NAD 83)
 DJ8653
 DJ8653_MARKER: DD = SURVEY DISK
 DJ8653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8653_STAMPING: 0605 T 2005
 DJ8653_MARK LOGO: MNDT  
 DJ8653_PROJECTION: FLUSH
 DJ8653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8653+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8653_ROD/PIPE-DEPTH:  9.1 meters
 DJ8653
 DJ8653  HISTORY     - Date     Condition        Report By
 DJ8653  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8653
 DJ8653                          STATION DESCRIPTION
 DJ8653
 DJ8653'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8653'4.0 MI (6.4 KM) WEST OF GRACEVILLE, 5.0 MI (8.0 KM) WEST ALONG TRUNK
 DJ8653'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK HIGHWAY 75
 DJ8653'IN GRACEVILLE, AT TRUNK HIGHWAY 28 MILE POINT 17.25, 0.1 MI (0.2 KM)
 DJ8653'NORTH OF TRUNK HIGHWAY 28, 66.7 FT (20.3 M) WEST-NORTHWEST OF GUY
 DJ8653'POWER POLE, 22.6 FT (6.9 M) WEST OF TOWNSHIP ROAD, 19.3 FT (5.9 M)
 DJ8653'SOUTH OF A FIELD ENTRANCE, 1.3 FT (0.4 M) NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3986 ***********************************************************************
 DK3986  DESIGNATION -  0606 A RESET
 DK3986  PID         -  DK3986
 DK3986  STATE/COUNTY-  MN/BIG STONE
 DK3986  COUNTRY     -  US
 DK3986  USGS QUAD   -  JOHNSON (1974)
 DK3986
 DK3986                         *CURRENT SURVEY CONTROL
 DK3986  ______________________________________________________________________
 DK3986* NAD 83(2007) POSITION- 45 34 14.98048(N) 096 22 13.25344(W)   ADJUSTED  
 DK3986* NAD 83(2007) ELLIP HT-   315.082 (meters)        (07/09/09)   ADJUSTED
 DK3986* NAD 83(2007) EPOCH   -  2002.00
 DK3986* NAVD 88 ORTHO HEIGHT -   341.2    (meters)    1119.    (feet) GPS OBS   
 DK3986  ______________________________________________________________________
 DK3986  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK3986  GEOID HEIGHT    -        -26.11  (meters)                     GEOID03
 DK3986  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DK3986  NAD 83(2007) X  -   -496,270.022 (meters)                     COMP
 DK3986  NAD 83(2007) Y  - -4,445,112.667 (meters)                     COMP
 DK3986  NAD 83(2007) Z  -  4,532,208.278 (meters)                     COMP
 DK3986  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC09
 DK3986  HORZ ORDER      -  FIRST
 DK3986  ELLP ORDER      -  THIRD     CLASS I
 DK3986
 DK3986.The horizontal coordinates were established by GPS observations
 DK3986.and adjusted by the National Geodetic Survey in July 2009.
 DK3986
 DK3986.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3986.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3986
 DK3986.The horizontal coordinates are valid at the epoch date displayed above
 DK3986.which is a decimal equivalence of Year/Month/Day.
 DK3986
 DK3986.The orthometric height was determined by GPS observations and a
 DK3986.high-resolution geoid model.
 DK3986
 DK3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3986
 DK3986.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3986
 DK3986.The ellipsoidal height was determined by GPS observations
 DK3986.and is referenced to NAD 83.
 DK3986
 DK3986. The following values were computed from the NAD 83(2007) position.
 DK3986
 DK3986;                    North         East     Units Scale Factor Converg.
 DK3986;SPC MN S     -   388,351.124   614,978.637   MT  1.00009671   -1 39 41.2
 DK3986;SPC MN S     - 1,274,115.31  2,017,642.41   sFT  1.00009671   -1 39 41.2
 DK3986;UTM  14      - 5,049,729.024   705,187.196   MT  1.00011765   +1 52 42.7
 DK3986
 DK3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3986!SPC MN S     -   0.99995061  x   1.00009671  =   1.00004731
 DK3986!UTM  14      -   0.99995061  x   1.00011765  =   1.00006825
 DK3986
 DK3986                          SUPERSEDED SURVEY CONTROL
 DK3986
 DK3986  NAD 83(1996)-  45 34 14.97987(N)    096 22 13.25304(W) AD(       ) 1
 DK3986  ELLIP H (03/06/08)  315.118  (m)                       GP(       ) 3 1
 DK3986
 DK3986.Superseded values are not recommended for survey control.
 DK3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3986.See file dsdata.txt to determine how the superseded data were derived.
 DK3986
 DK3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0518749729(NAD 83)
 DK3986
 DK3986_MARKER: DV = VERTICAL CONTROL DISK
 DK3986_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3986_STAMPING: 0606 A RESET 1977
 DK3986_MARK LOGO: MNDT  
 DK3986_PROJECTION: FLUSH
 DK3986_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3986+SATELLITE: SATELLITE OBSERVATIONS - 1977
 DK3986_ROD/PIPE-DEPTH:  6.1 meters
 DK3986
 DK3986  HISTORY     - Date     Condition        Report By
 DK3986  HISTORY     - 1977     MONUMENTED       MNDT
 DK3986
 DK3986                          STATION DESCRIPTION
 DK3986
 DK3986'DESCRIBED BY MN DEPT OF TRANSP 1977
 DK3986'3 MILES EAST OF GRACEVILLE, 3.0 MILES EAST OF TRUNK HIGHWAY 75, AT
 DK3986'TRUNK HIGHWAY 28 MILEPOINT 25.6, 72.0 FEET SOUTH OF TRUNK HIGHWAY 28,
 DK3986'45.2 FEET WEST OF TOWNSHIP ROAD SOUTH, 1.8 FEET NORTHEAST OF WITNESS
 DK3986'POST, DISK CAP IS LEANING EAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3987 ***********************************************************************
 DK3987  DESIGNATION -  0606 AB
 DK3987  PID         -  DK3987
 DK3987  STATE/COUNTY-  MN/BIG STONE
 DK3987  COUNTRY     -  US
 DK3987  USGS QUAD   -  GRACEVILLE (1974)
 DK3987
 DK3987                         *CURRENT SURVEY CONTROL
 DK3987  ______________________________________________________________________
 DK3987* NAD 83(2007) POSITION- 45 34 16.52892(N) 096 23 27.50430(W)   ADJUSTED  
 DK3987* NAD 83(2007) ELLIP HT-   314.351 (meters)        (07/09/09)   ADJUSTED
 DK3987* NAD 83(2007) EPOCH   -  2002.00
 DK3987* NAVD 88 ORTHO HEIGHT -   340.5    (meters)    1117.    (feet) GPS OBS   
 DK3987  ______________________________________________________________________
 DK3987  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK3987  GEOID HEIGHT    -        -26.10  (meters)                     GEOID03
 DK3987  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DK3987  NAD 83(2007) X  -   -497,866.277 (meters)                     COMP
 DK3987  NAD 83(2007) Y  - -4,444,899.296 (meters)                     COMP
 DK3987  NAD 83(2007) Z  -  4,532,241.222 (meters)                     COMP
 DK3987  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC09
 DK3987  HORZ ORDER      -  FIRST
 DK3987  ELLP ORDER      -  THIRD     CLASS I
 DK3987
 DK3987.The horizontal coordinates were established by GPS observations
 DK3987.and adjusted by the National Geodetic Survey in July 2009.
 DK3987
 DK3987.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3987.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3987
 DK3987.The horizontal coordinates are valid at the epoch date displayed above
 DK3987.which is a decimal equivalence of Year/Month/Day.
 DK3987
 DK3987.The orthometric height was determined by GPS observations and a
 DK3987.high-resolution geoid model.
 DK3987
 DK3987.Photographs are available for this station.
 DK3987
 DK3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3987
 DK3987.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3987
 DK3987.The ellipsoidal height was determined by GPS observations
 DK3987.and is referenced to NAD 83.
 DK3987
 DK3987. The following values were computed from the NAD 83(2007) position.
 DK3987
 DK3987;                    North         East     Units Scale Factor Converg.
 DK3987;SPC MN S     -   388,445.800   613,370.556   MT  1.00009685   -1 40 33.2
 DK3987;SPC MN S     - 1,274,425.93  2,012,366.57   sFT  1.00009685   -1 40 33.2
 DK3987;UTM  14      - 5,049,724.233   703,576.310   MT  1.00010956   +1 51 49.7
 DK3987
 DK3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3987!SPC MN S     -   0.99995072  x   1.00009685  =   1.00004756
 DK3987!UTM  14      -   0.99995072  x   1.00010956  =   1.00006027
 DK3987
 DK3987                          SUPERSEDED SURVEY CONTROL
 DK3987
 DK3987  NAD 83(1996)-  45 34 16.52831(N)    096 23 27.50389(W) AD(       ) 1
 DK3987  ELLIP H (03/06/08)  314.387  (m)                       GP(       ) 3 1
 DK3987
 DK3987.Superseded values are not recommended for survey control.
 DK3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3987.See file dsdata.txt to determine how the superseded data were derived.
 DK3987
 DK3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0357649724(NAD 83)
 DK3987
 DK3987_MARKER: DV = VERTICAL CONTROL DISK
 DK3987_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3987_STAMPING: 0606 AB 1977
 DK3987_MARK LOGO: MNDT  
 DK3987_PROJECTION: RECESSED 5 CENTIMETERS
 DK3987_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3987+SATELLITE: SATELLITE OBSERVATIONS - 1977
 DK3987_ROD/PIPE-DEPTH:  6.1 meters
 DK3987
 DK3987  HISTORY     - Date     Condition        Report By
 DK3987  HISTORY     - 1977     MONUMENTED       MNDT
 DK3987
 DK3987                          STATION DESCRIPTION
 DK3987
 DK3987'DESCRIBED BY MN DEPT OF TRANSP 1977
 DK3987'2 MILES EAST OF GRACEVILLE, 2.0 MILES EAST OF TRUNK HIGHWAY 75, AT
 DK3987'TRUNK HIGHWAY 28 MILEPOINT 24.6, 72.3 FEET SOUTH OF TRUNK HIGHWAY 28,
 DK3987'55.2 FEET WEST OF COUNTY ROAD 65 SOUTH, 1.5 FEET NORTHWEST OF WITNESS
 DK3987'POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3988 ***********************************************************************
 DK3988  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3988  DESIGNATION -  0606 D
 DK3988  PID         -  DK3988
 DK3988  STATE/COUNTY-  MN/BIG STONE
 DK3988  COUNTRY     -  US
 DK3988  USGS QUAD   -  JOHNSON (1974)
 DK3988
 DK3988                         *CURRENT SURVEY CONTROL
 DK3988  ______________________________________________________________________
 DK3988* NAD 83(2007) POSITION- 45 34 14.16161(N) 096 18 11.76474(W)   ADJUSTED  
 DK3988* NAD 83(2007) ELLIP HT-   319.003 (meters)        (07/09/09)   ADJUSTED
 DK3988* NAD 83(2007) EPOCH   -  2002.00
 DK3988* NAVD 88 ORTHO HEIGHT -   345.16   (meters)    1132.4   (feet) GPS OBS   
 DK3988  ______________________________________________________________________
 DK3988  NAD 83(2007) X  -   -491,067.761 (meters)                     COMP
 DK3988  NAD 83(2007) Y  - -4,445,711.312 (meters)                     COMP
 DK3988  NAD 83(2007) Z  -  4,532,193.379 (meters)                     COMP
 DK3988  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC09
 DK3988  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 DK3988  HORZ ORDER      -  FIRST
 DK3988  ELLP ORDER      -  THIRD     CLASS I
 DK3988
 DK3988.The horizontal coordinates were established by GPS observations
 DK3988.and adjusted by the National Geodetic Survey in July 2009.
 DK3988
 DK3988.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3988.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3988
 DK3988.The horizontal coordinates are valid at the epoch date displayed above
 DK3988.which is a decimal equivalence of Year/Month/Day.
 DK3988
 DK3988.The orthometric height was determined by GPS observations and a
 DK3988.high-resolution geoid model using precise GPS observation and
 DK3988.processing techniques.
 DK3988
 DK3988.Photographs are available for this station.
 DK3988
 DK3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3988
 DK3988.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3988
 DK3988.The ellipsoidal height was determined by GPS observations
 DK3988.and is referenced to NAD 83.
 DK3988
 DK3988. The following values were computed from the NAD 83(2007) position.
 DK3988
 DK3988;                    North         East     Units Scale Factor Converg.
 DK3988;SPC MN S     -   388,176.165   620,212.572   MT  1.00009664   -1 36 51.9
 DK3988;SPC MN S     - 1,273,541.30  2,034,814.08   sFT  1.00009664   -1 36 51.9
 DK3988;UTM  14      - 5,049,877.615   710,422.125   MT  1.00014441   +1 55 35.3
 DK3988
 DK3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3988!SPC MN S     -   0.99994999  x   1.00009664  =   1.00004663
 DK3988!UTM  14      -   0.99994999  x   1.00014441  =   1.00009439
 DK3988
 DK3988                          SUPERSEDED SURVEY CONTROL
 DK3988
 DK3988  NAD 83(1996)-  45 34 14.16098(N)    096 18 11.76431(W) AD(       ) 1
 DK3988  ELLIP H (03/06/08)  319.038  (m)                       GP(       ) 3 1
 DK3988  NAVD 88 (03/06/08)  345.2    (m)  GEOID03 model used   GPS OBS        
 DK3988
 DK3988.Superseded values are not recommended for survey control.
 DK3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3988.See file dsdata.txt to determine how the superseded data were derived.
 DK3988
 DK3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1042249877(NAD 83)
 DK3988
 DK3988_MARKER: DV = VERTICAL CONTROL DISK
 DK3988_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3988_STAMPING: 0606 D 1977
 DK3988_MARK LOGO: MNDT  
 DK3988_PROJECTION: FLUSH
 DK3988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3988+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 DK3988_ROD/PIPE-DEPTH:  6.1 meters
 DK3988
 DK3988  HISTORY     - Date     Condition        Report By
 DK3988  HISTORY     - 19770401 MONUMENTED       MNDT
 DK3988  HISTORY     - 20090805 GOOD             MNDT
 DK3988
 DK3988                          STATION DESCRIPTION
 DK3988
 DK3988'DESCRIBED BY MN DEPT OF TRANSP 1977
 DK3988'AT WEST EDGE OF JOHNSON, AT JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY
 DK3988'ROAD 21, AT TRUNK HIGHWAY 28 MILEPOINT 28.8, 144 FEET SOUTH OF TRUNK
 DK3988'HIGHWAY 28, 60.2 FEET WEST OF COUNTY ROAD 21 SOUTH, 1.3 FEET NORTH OF
 DK3988'WITNESS POST.
 DK3988
 DK3988                          STATION RECOVERY (2009)
 DK3988
 DK3988'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK3988'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3988'THE MARK IS 0.3 MILE WEST OF JOHNSON, 0.3 MILE WEST ALONG TRUNK
 DK3988'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 21 IN
 DK3988'JOHNSON, AT TRUNK HIGHWAY 28 MILEPOINT 28.8, 144 FEET SOUTH OF TRUNK
 DK3988'HIGHWAY 28, 60.2 FEET WEST OF COUNTY ROAD 21 SOUTH, 1.3 FEET NORTH OF
 DK3988'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3451 ***********************************************************************
 DL3451  DESIGNATION -  0608 A
 DL3451  PID         -  DL3451
 DL3451  STATE/COUNTY-  MN/BIG STONE
 DL3451  COUNTRY     -  US
 DL3451  USGS QUAD   -  GRACEVILLE (1974)
 DL3451
 DL3451                         *CURRENT SURVEY CONTROL
 DL3451  ______________________________________________________________________
 DL3451* NAD 83(1986) POSITION- 45 33 31.78   (N) 096 25 53.26   (W)   HD_HELD1  
 DL3451* NAVD 88 ORTHO HEIGHT -   336.598  (meters)    1104.32  (feet) ADJUSTED  
 DL3451  ______________________________________________________________________
 DL3451  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL3451  DYNAMIC HEIGHT  -        336.584 (meters)     1104.28  (feet) COMP
 DL3451  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 DL3451
 DL3451  VERT ORDER      -  SECOND    CLASS I
 DL3451
 DL3451.The horizontal coordinates were established by differentially corrected
 DL3451.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3451.
 DL3451.The orthometric height was determined by differential leveling and
 DL3451.adjusted in July 2009.
 DL3451
 DL3451.The dynamic height is computed by dividing the NAVD 88
 DL3451.geopotential number by the normal gravity value computed on the
 DL3451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3451.degrees latitude (g = 980.6199 gals.).
 DL3451
 DL3451.The modeled gravity was interpolated from observed gravity values.
 DL3451
 DL3451;                    North         East    Units  Estimated Accuracy
 DL3451;SPC MN S     -   387,158.0     610,170.1     MT  (+/- 3 meters HH1 GPS) 
 DL3451
 DL3451                          SUPERSEDED SURVEY CONTROL
 DL3451
 DL3451.No superseded survey control is available for this station.
 DL3451
 DL3451_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0046148241(NAD 83)
 DL3451
 DL3451_MARKER: DD = SURVEY DISK
 DL3451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3451_STAMPING: 0608 A 2005
 DL3451_MARK LOGO: MNDT  
 DL3451_PROJECTION: RECESSED 3 CENTIMETERS
 DL3451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3451+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3451_ROD/PIPE-DEPTH:  9.1 meters
 DL3451
 DL3451  HISTORY     - Date     Condition        Report By
 DL3451  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3451
 DL3451                          STATION DESCRIPTION
 DL3451
 DL3451'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3451'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF JOHNSON, 6.2 MI
 DL3451'(10.0 KM) EAST OF BARRY AND IN THE SOUTH OF GRACEVILLE.
 DL3451' 
 DL3451'GO 0.90 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3451'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE TO THE TRUNK
 DL3451'HIGHWAY 75 MILE POINT 153.95.
 DL3451' 
 DL3451'THE STATION IS 73.8 FT (22.5 M) EAST OF TRUNK HIGHWAY 75, 38.8 FT
 DL3451'(11.8 M) SOUTH OF A FIELD ENTRANCE AND 1.2 FT (0.4 M) WEST OF ITS
 DL3451'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3992 ***********************************************************************
 DK3992  DESIGNATION -  0608 B
 DK3992  PID         -  DK3992
 DK3992  STATE/COUNTY-  MN/BIG STONE
 DK3992  COUNTRY     -  US
 DK3992  USGS QUAD   -  GRACEVILLE (1974)
 DK3992
 DK3992                         *CURRENT SURVEY CONTROL
 DK3992  ______________________________________________________________________
 DK3992* NAD 83(2007) POSITION- 45 32 40.52736(N) 096 25 54.68781(W)   ADJUSTED  
 DK3992* NAD 83(2007) ELLIP HT-   312.503 (meters)        (07/09/09)   ADJUSTED
 DK3992* NAD 83(2007) EPOCH   -  2002.00
 DK3992* NAVD 88 ORTHO HEIGHT -   338.590  (meters)    1110.86  (feet) ADJUSTED  
 DK3992  ______________________________________________________________________
 DK3992  NAD 83(2007) X  -   -501,274.790 (meters)                     COMP
 DK3992  NAD 83(2007) Y  - -4,446,644.472 (meters)                     COMP
 DK3992  NAD 83(2007) Z  -  4,530,164.547 (meters)                     COMP
 DK3992  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC09
 DK3992  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DK3992  DYNAMIC HEIGHT  -        338.575 (meters)     1110.81  (feet) COMP
 DK3992  MODELED GRAVITY -    980,561.9   (mgal)                       NAVD 88
 DK3992
 DK3992  HORZ ORDER      -  FIRST
 DK3992  VERT ORDER      -  SECOND    CLASS I
 DK3992  ELLP ORDER      -  THIRD     CLASS I
 DK3992
 DK3992.The horizontal coordinates were established by GPS observations
 DK3992.and adjusted by the National Geodetic Survey in July 2009.
 DK3992
 DK3992.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3992.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3992
 DK3992.The horizontal coordinates are valid at the epoch date displayed above
 DK3992.which is a decimal equivalence of Year/Month/Day.
 DK3992
 DK3992.The orthometric height was determined by differential leveling and
 DK3992.adjusted in July 2009.
 DK3992
 DK3992.Photographs are available for this station.
 DK3992
 DK3992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3992
 DK3992.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3992
 DK3992.The ellipsoidal height was determined by GPS observations
 DK3992.and is referenced to NAD 83.
 DK3992
 DK3992.The dynamic height is computed by dividing the NAVD 88
 DK3992.geopotential number by the normal gravity value computed on the
 DK3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3992.degrees latitude (g = 980.6199 gals.).
 DK3992
 DK3992.The modeled gravity was interpolated from observed gravity values.
 DK3992
 DK3992. The following values were computed from the NAD 83(2007) position.
 DK3992
 DK3992;                    North         East     Units Scale Factor Converg.
 DK3992;SPC MN S     -   385,577.127   610,092.060   MT  1.00008822   -1 42 16.4
 DK3992;SPC MN S     - 1,265,014.29  2,001,610.37   sFT  1.00008822   -1 42 16.4
 DK3992;UTM  14      - 5,046,658.627   700,481.115   MT  1.00009418   +1 50 01.5
 DK3992
 DK3992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3992!SPC MN S     -   0.99995101  x   1.00008822  =   1.00003922
 DK3992!UTM  14      -   0.99995101  x   1.00009418  =   1.00004518
 DK3992
 DK3992                          SUPERSEDED SURVEY CONTROL
 DK3992
 DK3992  NAD 83(1996)-  45 32 40.52677(N)    096 25 54.68732(W) AD(       ) 1
 DK3992  ELLIP H (03/06/08)  312.539  (m)                       GP(       ) 3 1
 DK3992  NAVD 88 (03/06/08)  338.59   (m)         1110.9    (f) LEVELING    3  
 DK3992
 DK3992.Superseded values are not recommended for survey control.
 DK3992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3992.See file dsdata.txt to determine how the superseded data were derived.
 DK3992
 DK3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0048146658(NAD 83)
 DK3992
 DK3992_MARKER: DD = SURVEY DISK
 DK3992_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3992_STAMPING: 0608 B 2005
 DK3992_MARK LOGO: MNDT  
 DK3992_PROJECTION: FLUSH
 DK3992_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3992+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DK3992_ROD/PIPE-DEPTH:  6.7 meters
 DK3992
 DK3992  HISTORY     - Date     Condition        Report By
 DK3992  HISTORY     - 2005     MONUMENTED       MNDT
 DK3992  HISTORY     - 20050922 GOOD             MNDT
 DK3992
 DK3992                          STATION DESCRIPTION
 DK3992
 DK3992'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3992'2.0 MILES SOUTH OF GRACEVILLE, 1.95 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DK3992'FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE,
 DK3992'AT TRUNK HIGHWAY 75 MILEPOINT 152.95, 48.8 FEET EAST OF TRUNK HIGHWAY
 DK3992'75, 24.7 FEET SOUTH OF FIELD ENTRANCE, 1.2 FEET WEST OF WITNESS POST.
 DK3992
 DK3992                          STATION RECOVERY (2005)
 DK3992
 DK3992'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK3992'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3450 ***********************************************************************
 DL3450  DESIGNATION -  0608 C
 DL3450  PID         -  DL3450
 DL3450  STATE/COUNTY-  MN/BIG STONE
 DL3450  COUNTRY     -  US
 DL3450  USGS QUAD   -  GRACEVILLE (1974)
 DL3450
 DL3450                         *CURRENT SURVEY CONTROL
 DL3450  ______________________________________________________________________
 DL3450* NAD 83(1986) POSITION- 45 31 47.56   (N) 096 25 53.50   (W)   HD_HELD1  
 DL3450* NAVD 88 ORTHO HEIGHT -   346.441  (meters)    1136.62  (feet) ADJUSTED  
 DL3450  ______________________________________________________________________
 DL3450  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DL3450  DYNAMIC HEIGHT  -        346.425 (meters)     1136.56  (feet) COMP
 DL3450  MODELED GRAVITY -    980,559.9   (mgal)                       NAVD 88
 DL3450
 DL3450  VERT ORDER      -  SECOND    CLASS I
 DL3450
 DL3450.The horizontal coordinates were established by differentially corrected
 DL3450.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3450.
 DL3450.The orthometric height was determined by differential leveling and
 DL3450.adjusted in July 2009.
 DL3450
 DL3450.The dynamic height is computed by dividing the NAVD 88
 DL3450.geopotential number by the normal gravity value computed on the
 DL3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3450.degrees latitude (g = 980.6199 gals.).
 DL3450
 DL3450.The modeled gravity was interpolated from observed gravity values.
 DL3450
 DL3450;                    North         East    Units  Estimated Accuracy
 DL3450;SPC MN S     -   383,941.7     610,069.2     MT  (+/- 3 meters HH1 GPS) 
 DL3450
 DL3450                          SUPERSEDED SURVEY CONTROL
 DL3450
 DL3450.No superseded survey control is available for this station.
 DL3450
 DL3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0055945024(NAD 83)
 DL3450
 DL3450_MARKER: DD = SURVEY DISK
 DL3450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3450_STAMPING: 0608 C 2005
 DL3450_MARK LOGO: MNDT  
 DL3450_PROJECTION: FLUSH
 DL3450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3450+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3450_ROD/PIPE-DEPTH:  4.0 meters
 DL3450
 DL3450  HISTORY     - Date     Condition        Report By
 DL3450  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3450
 DL3450                          STATION DESCRIPTION
 DL3450
 DL3450'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3450'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF BARRY,
 DL3450'4.8 MI (7.7 KM) NORTH OF CLINTON AND 2.7 MI (4.3 KM) SOUTH OF
 DL3450'GRACEVILLE.
 DL3450' 
 DL3450'GO 2.95 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION
 DL3450'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE TO TRUNK HIGHWAY
 DL3450'75 MILE POINT 151.95.
 DL3450' 
 DL3450'THE STATION IS 54.9 FT (16.7 M) EAST OF TRUNK HIGHWAY 75, 31.3 FT (9.5
 DL3450'M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3449 ***********************************************************************
 DL3449  DESIGNATION -  0608 D
 DL3449  PID         -  DL3449
 DL3449  STATE/COUNTY-  MN/BIG STONE
 DL3449  COUNTRY     -  US
 DL3449  USGS QUAD   -  GRACEVILLE (1974)
 DL3449
 DL3449                         *CURRENT SURVEY CONTROL
 DL3449  ______________________________________________________________________
 DL3449* NAD 83(1986) POSITION- 45 30 52.75   (N) 096 25 52.82   (W)   HD_HELD1  
 DL3449* NAVD 88 ORTHO HEIGHT -   351.742  (meters)    1154.01  (feet) ADJUSTED  
 DL3449  ______________________________________________________________________
 DL3449  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DL3449  DYNAMIC HEIGHT  -        351.725 (meters)     1153.95  (feet) COMP
 DL3449  MODELED GRAVITY -    980,558.0   (mgal)                       NAVD 88
 DL3449
 DL3449  VERT ORDER      -  SECOND    CLASS I
 DL3449
 DL3449.The horizontal coordinates were established by differentially corrected
 DL3449.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3449.
 DL3449.The orthometric height was determined by differential leveling and
 DL3449.adjusted in July 2009.
 DL3449
 DL3449.The dynamic height is computed by dividing the NAVD 88
 DL3449.geopotential number by the normal gravity value computed on the
 DL3449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3449.degrees latitude (g = 980.6199 gals.).
 DL3449
 DL3449.The modeled gravity was interpolated from observed gravity values.
 DL3449
 DL3449;                    North         East    Units  Estimated Accuracy
 DL3449;SPC MN S     -   382,249.7     610,033.6     MT  (+/- 3 meters HH1 GPS) 
 DL3449
 DL3449                          SUPERSEDED SURVEY CONTROL
 DL3449
 DL3449.No superseded survey control is available for this station.
 DL3449
 DL3449_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0062843333(NAD 83)
 DL3449
 DL3449_MARKER: DD = SURVEY DISK
 DL3449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3449_STAMPING: 0608 D 2005
 DL3449_MARK LOGO: MNDT  
 DL3449_PROJECTION: FLUSH
 DL3449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3449+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3449_ROD/PIPE-DEPTH:  4.6 meters
 DL3449
 DL3449  HISTORY     - Date     Condition        Report By
 DL3449  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3449
 DL3449                          STATION DESCRIPTION
 DL3449
 DL3449'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3449'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF BARRY,
 DL3449'3.8 MI (6.1 KM) SOUTH OF GRACEVILLE AND 3.8 MI (6.1 KM) NORTH OF
 DL3449'CLINTON.
 DL3449' 
 DL3449'GO 3.95 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3449'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 28 IN GRACEVILLE TO TRUNK HIGHWAY
 DL3449'75 MILE POINT 150.9.
 DL3449' 
 DL3449'THE STATION IS 69.8 FT (21.3 M) EAST OF TRUNK HIGHWAY 75, 32.6 FT (9.9
 DL3449'M) SOUTH OF A FIELD ENTRANCE AND 1.2 FT (0.4 M) WEST OF A WITNESS
 DL3449'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3448 ***********************************************************************
 DL3448  DESIGNATION -  0608 E
 DL3448  PID         -  DL3448
 DL3448  STATE/COUNTY-  MN/BIG STONE
 DL3448  COUNTRY     -  US
 DL3448  USGS QUAD   -  CLINTON (1971)
 DL3448
 DL3448                         *CURRENT SURVEY CONTROL
 DL3448  ______________________________________________________________________
 DL3448* NAD 83(1986) POSITION- 45 29 06.04   (N) 096 25 54.67   (W)   HD_HELD1  
 DL3448* NAVD 88 ORTHO HEIGHT -   362.960  (meters)    1190.81  (feet) ADJUSTED  
 DL3448  ______________________________________________________________________
 DL3448  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DL3448  DYNAMIC HEIGHT  -        362.943 (meters)     1190.76  (feet) COMP
 DL3448  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 DL3448
 DL3448  VERT ORDER      -  SECOND    CLASS I
 DL3448
 DL3448.The horizontal coordinates were established by differentially corrected
 DL3448.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3448.
 DL3448.The orthometric height was determined by differential leveling and
 DL3448.adjusted in July 2009.
 DL3448
 DL3448.The dynamic height is computed by dividing the NAVD 88
 DL3448.geopotential number by the normal gravity value computed on the
 DL3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3448.degrees latitude (g = 980.6199 gals.).
 DL3448
 DL3448.The modeled gravity was interpolated from observed gravity values.
 DL3448
 DL3448;                    North         East    Units  Estimated Accuracy
 DL3448;SPC MN S     -   378,957.7     609,895.5     MT  (+/- 3 meters HH1 GPS) 
 DL3448
 DL3448                          SUPERSEDED SURVEY CONTROL
 DL3448
 DL3448.No superseded survey control is available for this station.
 DL3448
 DL3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0069340039(NAD 83)
 DL3448
 DL3448_MARKER: DD = SURVEY DISK
 DL3448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3448_STAMPING: 0608 E 2005
 DL3448_MARK LOGO: MNDT  
 DL3448_PROJECTION: RECESSED 3 CENTIMETERS
 DL3448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3448+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3448_ROD/PIPE-DEPTH:  7.6 meters
 DL3448
 DL3448  HISTORY     - Date     Condition        Report By
 DL3448  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3448
 DL3448                          STATION DESCRIPTION
 DL3448
 DL3448'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3448'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF BARRY, 5.8
 DL3448'MI (9.3 KM) SOUTH OF GRACEVILLE AND 1.7 MI (2.7 KM) NORTH OF CLINTON.
 DL3448'GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3448'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3448'POINT 148.9.
 DL3448' 
 DL3448'THE STATION IS 76.0 FT (23.2 M) WEST OF TRUNK HIGHWAY 75, 55.4 FT
 DL3448'(16.9 M) SOUTH OF COUNTY ROAD 4 AND 1.2 FT (0.4 M) EAST OF ITS WITNESS
 DL3448'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3446 ***********************************************************************
 DL3446  DESIGNATION -  0608 F
 DL3446  PID         -  DL3446
 DL3446  STATE/COUNTY-  MN/BIG STONE
 DL3446  COUNTRY     -  US
 DL3446  USGS QUAD   -  CLINTON (1971)
 DL3446
 DL3446                         *CURRENT SURVEY CONTROL
 DL3446  ______________________________________________________________________
 DL3446* NAD 83(1986) POSITION- 45 28 14.24   (N) 096 26 02.51   (W)   HD_HELD1  
 DL3446* NAVD 88 ORTHO HEIGHT -   348.019  (meters)    1141.79  (feet) ADJUSTED  
 DL3446  ______________________________________________________________________
 DL3446  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DL3446  DYNAMIC HEIGHT  -        348.002 (meters)     1141.74  (feet) COMP
 DL3446  MODELED GRAVITY -    980,556.5   (mgal)                       NAVD 88
 DL3446
 DL3446  VERT ORDER      -  SECOND    CLASS I
 DL3446
 DL3446.The horizontal coordinates were established by differentially corrected
 DL3446.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3446.
 DL3446.The orthometric height was determined by differential leveling and
 DL3446.adjusted in July 2009.
 DL3446
 DL3446.The dynamic height is computed by dividing the NAVD 88
 DL3446.geopotential number by the normal gravity value computed on the
 DL3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3446.degrees latitude (g = 980.6199 gals.).
 DL3446
 DL3446.The modeled gravity was interpolated from observed gravity values.
 DL3446
 DL3446;                    North         East    Units  Estimated Accuracy
 DL3446;SPC MN S     -   377,364.2     609,677.7     MT  (+/- 3 meters HH1 GPS) 
 DL3446
 DL3446                          SUPERSEDED SURVEY CONTROL
 DL3446
 DL3446.No superseded survey control is available for this station.
 DL3446
 DL3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0057438435(NAD 83)
 DL3446
 DL3446_MARKER: DD = SURVEY DISK
 DL3446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3446_STAMPING: 0608 F 2005
 DL3446_MARK LOGO: MNDT  
 DL3446_PROJECTION: FLUSH
 DL3446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3446+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3446_ROD/PIPE-DEPTH:  6.1 meters
 DL3446
 DL3446  HISTORY     - Date     Condition        Report By
 DL3446  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3446
 DL3446                          STATION DESCRIPTION
 DL3446
 DL3446'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3446'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF BARRY, 6.8
 DL3446'MI (10.9 KM) SOUTH OF GRACEVILLE AND 0.7 MI (1.1 KM) NORTH OF CLINTON.
 DL3446'GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3446'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON, AT TRUNK HIGHWAY 75
 DL3446'MILE POINT 147.85.
 DL3446' 
 DL3446'THE STATION IS 74.5 FT (22.7 M) WEST OF TRUNK HIGHWAY 75, 30.4 FT (9.3
 DL3446'M) SOUTH OF A FIELD ENTRANCE AND 1.2 FT (0.4 M) EAST OF ITS WITNESS
 DL3446'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3445 ***********************************************************************
 DL3445  DESIGNATION -  0608 G
 DL3445  PID         -  DL3445
 DL3445  STATE/COUNTY-  MN/BIG STONE
 DL3445  COUNTRY     -  US
 DL3445  USGS QUAD   -  CLINTON (1971)
 DL3445
 DL3445                         *CURRENT SURVEY CONTROL
 DL3445  ______________________________________________________________________
 DL3445* NAD 83(1986) POSITION- 45 27 21.86   (N) 096 25 58.58   (W)   HD_HELD1  
 DL3445* NAVD 88 ORTHO HEIGHT -   351.529  (meters)    1153.31  (feet) ADJUSTED  
 DL3445  ______________________________________________________________________
 DL3445  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DL3445  DYNAMIC HEIGHT  -        351.511 (meters)     1153.25  (feet) COMP
 DL3445  MODELED GRAVITY -    980,555.1   (mgal)                       NAVD 88
 DL3445
 DL3445  VERT ORDER      -  SECOND    CLASS I
 DL3445
 DL3445.The horizontal coordinates were established by differentially corrected
 DL3445.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3445.
 DL3445.The orthometric height was determined by differential leveling and
 DL3445.adjusted in July 2009.
 DL3445
 DL3445.The dynamic height is computed by dividing the NAVD 88
 DL3445.geopotential number by the normal gravity value computed on the
 DL3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3445.degrees latitude (g = 980.6199 gals.).
 DL3445
 DL3445.The modeled gravity was interpolated from observed gravity values.
 DL3445
 DL3445;                    North         East    Units  Estimated Accuracy
 DL3445;SPC MN S     -   375,745.2     609,714.9     MT  (+/- 3 meters HH1 GPS) 
 DL3445
 DL3445                          SUPERSEDED SURVEY CONTROL
 DL3445
 DL3445.No superseded survey control is available for this station.
 DL3445
 DL3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0071136821(NAD 83)
 DL3445
 DL3445_MARKER: DD = SURVEY DISK
 DL3445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3445_STAMPING: 0608 G 2005
 DL3445_MARK LOGO: MNDT  
 DL3445_PROJECTION: FLUSH
 DL3445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3445+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3445_ROD/PIPE-DEPTH:  6.1 meters
 DL3445
 DL3445  HISTORY     - Date     Condition        Report By
 DL3445  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3445
 DL3445                          STATION DESCRIPTION
 DL3445
 DL3445'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3445'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF BARRY, 7.8
 DL3445'MI (12.6 KM) SOUTH OF GRACEVILLE AND IN THE TOWN OF CLINTON.
 DL3445' 
 DL3445'GO TO THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 6, TRUNK
 DL3445'HIGHWAY 75 MILE POINT 146.8.
 DL3445' 
 DL3445'THE STATION IS 57.4 FT (17.5 M) EAST OF TRUNK HIGHWAY 75, 48.7 FT
 DL3445'(14.8 M) SOUTH OF COUNTY ROAD 6, 34.6 FT (10.5 M) WEST-SOUTHWEST OF
 DL3445'PEDESTAL NUMBER 414, 52.7 FT (16.1 M) WEST OF POWER POLE AND 0.9 FT
 DL3445'(0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3444 ***********************************************************************
 DL3444  DESIGNATION -  0608 H
 DL3444  PID         -  DL3444
 DL3444  STATE/COUNTY-  MN/BIG STONE
 DL3444  COUNTRY     -  US
 DL3444  USGS QUAD   -  CLINTON (1971)
 DL3444
 DL3444                         *CURRENT SURVEY CONTROL
 DL3444  ______________________________________________________________________
 DL3444* NAD 83(1986) POSITION- 45 26 27.58   (N) 096 25 52.25   (W)   HD_HELD1  
 DL3444* NAVD 88 ORTHO HEIGHT -   349.808  (meters)    1147.66  (feet) ADJUSTED  
 DL3444  ______________________________________________________________________
 DL3444  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DL3444  DYNAMIC HEIGHT  -        349.789 (meters)     1147.60  (feet) COMP
 DL3444  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 DL3444
 DL3444  VERT ORDER      -  SECOND    CLASS I
 DL3444
 DL3444.The horizontal coordinates were established by differentially corrected
 DL3444.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3444.
 DL3444.The orthometric height was determined by differential leveling and
 DL3444.adjusted in July 2009.
 DL3444
 DL3444.The dynamic height is computed by dividing the NAVD 88
 DL3444.geopotential number by the normal gravity value computed on the
 DL3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3444.degrees latitude (g = 980.6199 gals.).
 DL3444
 DL3444.The modeled gravity was interpolated from observed gravity values.
 DL3444
 DL3444;                    North         East    Units  Estimated Accuracy
 DL3444;SPC MN S     -   374,066.0     609,802.5     MT  (+/- 3 meters HH1 GPS) 
 DL3444
 DL3444                          SUPERSEDED SURVEY CONTROL
 DL3444
 DL3444.No superseded survey control is available for this station.
 DL3444
 DL3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0090235151(NAD 83)
 DL3444
 DL3444_MARKER: DD = SURVEY DISK
 DL3444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3444_STAMPING: 0608 H 2005
 DL3444_MARK LOGO: MNDT  
 DL3444_PROJECTION: RECESSED 3 CENTIMETERS
 DL3444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3444+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3444_ROD/PIPE-DEPTH:  4.6 meters
 DL3444
 DL3444  HISTORY     - Date     Condition        Report By
 DL3444  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3444
 DL3444                          STATION DESCRIPTION
 DL3444
 DL3444'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3444'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH OF ORTONVILLE, 8.9
 DL3444'MI (14.3 KM) SOUTH OF GRACEVILLE AND 1.3 MI (2.1 KM) SOUTH OF CLINTON.
 DL3444'GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3444'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3444'POINT 145.80.
 DL3444' 
 DL3444'THE STATION IS 62.4 FT (19.0 M) EAST OF TRUNK HIGHWAY 75, 46.8 FT
 DL3444'(14.3 M) SOUTH OF DRIVEWAY NUMBER 32010, 27.9 FT (8.5 M) FROM A POWER
 DL3444'POLE NUMBER 28351 AND 1.1 FT (0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3443 ***********************************************************************
 DL3443  DESIGNATION -  0608 J
 DL3443  PID         -  DL3443
 DL3443  STATE/COUNTY-  MN/BIG STONE
 DL3443  COUNTRY     -  US
 DL3443  USGS QUAD   -  CLINTON (1971)
 DL3443
 DL3443                         *CURRENT SURVEY CONTROL
 DL3443  ______________________________________________________________________
 DL3443* NAD 83(1986) POSITION- 45 25 40.90   (N) 096 25 52.95   (W)   HD_HELD1  
 DL3443* NAVD 88 ORTHO HEIGHT -   342.679  (meters)    1124.27  (feet) ADJUSTED  
 DL3443  ______________________________________________________________________
 DL3443  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL3443  DYNAMIC HEIGHT  -        342.661 (meters)     1124.21  (feet) COMP
 DL3443  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 DL3443
 DL3443  VERT ORDER      -  SECOND    CLASS I
 DL3443
 DL3443.The horizontal coordinates were established by differentially corrected
 DL3443.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3443.
 DL3443.The orthometric height was determined by differential leveling and
 DL3443.adjusted in July 2009.
 DL3443
 DL3443.The dynamic height is computed by dividing the NAVD 88
 DL3443.geopotential number by the normal gravity value computed on the
 DL3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3443.degrees latitude (g = 980.6199 gals.).
 DL3443
 DL3443.The modeled gravity was interpolated from observed gravity values.
 DL3443
 DL3443;                    North         East    Units  Estimated Accuracy
 DL3443;SPC MN S     -   372,625.8     609,744.4     MT  (+/- 3 meters HH1 GPS) 
 DL3443
 DL3443                          SUPERSEDED SURVEY CONTROL
 DL3443
 DL3443.No superseded survey control is available for this station.
 DL3443
 DL3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0093333710(NAD 83)
 DL3443
 DL3443_MARKER: DD = SURVEY DISK
 DL3443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3443_STAMPING: 0608 J 2005
 DL3443_MARK LOGO: MNDT  
 DL3443_PROJECTION: RECESSED 3 CENTIMETERS
 DL3443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3443+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3443_ROD/PIPE-DEPTH:  3.0 meters
 DL3443
 DL3443  HISTORY     - Date     Condition        Report By
 DL3443  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3443
 DL3443                          STATION DESCRIPTION
 DL3443
 DL3443'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3443'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF GRACEVILLE, 8.5
 DL3443'MI (13.7 KM) NORTH OF ORTONVILLE AND 2.2 MI (3.5 KM) SOUTH OF CLINTON.
 DL3443'GO 1.95 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3443'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3443'POINT 144.9.
 DL3443' 
 DL3443'THE STATION IS 64.8 FT (19.8 M) EAST OF TRUNK HIGHWAY 75, 45.6 FT
 DL3443'(13.9 M) SOUTH OF A FIELD ENTRANCE, 0.9 FT (0.3 M) WEST OF ITS WITNESS
 DL3443'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3442 ***********************************************************************
 DL3442  DESIGNATION -  0608 K
 DL3442  PID         -  DL3442
 DL3442  STATE/COUNTY-  MN/BIG STONE
 DL3442  COUNTRY     -  US
 DL3442  USGS QUAD   -  CLINTON (1971)
 DL3442
 DL3442                         *CURRENT SURVEY CONTROL
 DL3442  ______________________________________________________________________
 DL3442* NAD 83(1986) POSITION- 45 24 47.38   (N) 096 25 54.64   (W)   HD_HELD1  
 DL3442* NAVD 88 ORTHO HEIGHT -   340.844  (meters)    1118.25  (feet) ADJUSTED  
 DL3442  ______________________________________________________________________
 DL3442  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL3442  DYNAMIC HEIGHT  -        340.825 (meters)     1118.19  (feet) COMP
 DL3442  MODELED GRAVITY -    980,552.2   (mgal)                       NAVD 88
 DL3442
 DL3442  VERT ORDER      -  SECOND    CLASS I
 DL3442
 DL3442.The horizontal coordinates were established by differentially corrected
 DL3442.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3442.
 DL3442.The orthometric height was determined by differential leveling and
 DL3442.adjusted in July 2009.
 DL3442
 DL3442.The dynamic height is computed by dividing the NAVD 88
 DL3442.geopotential number by the normal gravity value computed on the
 DL3442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3442.degrees latitude (g = 980.6199 gals.).
 DL3442
 DL3442.The modeled gravity was interpolated from observed gravity values.
 DL3442
 DL3442;                    North         East    Units  Estimated Accuracy
 DL3442;SPC MN S     -   370,975.3     609,658.6     MT  (+/- 3 meters HH1 GPS) 
 DL3442
 DL3442                          SUPERSEDED SURVEY CONTROL
 DL3442
 DL3442.No superseded survey control is available for this station.
 DL3442
 DL3442_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0094932057(NAD 83)
 DL3442
 DL3442_MARKER: DD = SURVEY DISK
 DL3442_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL3442+WITH SETTING: INFORMATION.
 DL3442_STAMPING: 0608 K 2005
 DL3442_MARK LOGO: MNDT  
 DL3442_PROJECTION: RECESSED 5 CENTIMETERS
 DL3442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3442+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3442_ROD/PIPE-DEPTH:  2.4 meters
 DL3442
 DL3442  HISTORY     - Date     Condition        Report By
 DL3442  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3442
 DL3442                          STATION DESCRIPTION
 DL3442
 DL3442'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3442'THE STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) SOUTH OF GRACEVILLE,
 DL3442'7.5 MI (12.1 KM) NORTH OF ORTONVILLE AND 3.3 MI (5.3 KM) SOUTH OF
 DL3442'CLINTON.
 DL3442' 
 DL3442'GO 3.0 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3442'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3442'POINT 143.9.
 DL3442' 
 DL3442'THE STATION IS 52.3 FT (15.9 M) WEST OF TRUNK HIGHWAY 75, 35.5 FT
 DL3442'(10.8 M) NORTH OF A FIELD ENTRANCE AND 0.9 FT (0.3 M) EAST OF ITS
 DL3442'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3441 ***********************************************************************
 DL3441  DESIGNATION -  0608 L
 DL3441  PID         -  DL3441
 DL3441  STATE/COUNTY-  MN/BIG STONE
 DL3441  COUNTRY     -  US
 DL3441  USGS QUAD   -  CLINTON (1971)
 DL3441
 DL3441                         *CURRENT SURVEY CONTROL
 DL3441  ______________________________________________________________________
 DL3441* NAD 83(1986) POSITION- 45 24 00.03   (N) 096 25 51.70   (W)   HD_HELD1  
 DL3441* NAVD 88 ORTHO HEIGHT -   335.210  (meters)    1099.77  (feet) ADJUSTED  
 DL3441  ______________________________________________________________________
 DL3441  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL3441  DYNAMIC HEIGHT  -        335.191 (meters)     1099.71  (feet) COMP
 DL3441  MODELED GRAVITY -    980,551.4   (mgal)                       NAVD 88
 DL3441
 DL3441  VERT ORDER      -  SECOND    CLASS I
 DL3441
 DL3441.The horizontal coordinates were established by differentially corrected
 DL3441.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3441.
 DL3441.The orthometric height was determined by differential leveling and
 DL3441.adjusted in July 2009.
 DL3441
 DL3441.The dynamic height is computed by dividing the NAVD 88
 DL3441.geopotential number by the normal gravity value computed on the
 DL3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3441.degrees latitude (g = 980.6199 gals.).
 DL3441
 DL3441.The modeled gravity was interpolated from observed gravity values.
 DL3441
 DL3441;                    North         East    Units  Estimated Accuracy
 DL3441;SPC MN S     -   369,512.2     609,679.0     MT  (+/- 3 meters HH1 GPS) 
 DL3441
 DL3441                          SUPERSEDED SURVEY CONTROL
 DL3441
 DL3441.No superseded survey control is available for this station.
 DL3441
 DL3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0105930598(NAD 83)
 DL3441
 DL3441_MARKER: DD = SURVEY DISK
 DL3441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3441_STAMPING: 0608 L 2005
 DL3441_MARK LOGO: MNDT  
 DL3441_PROJECTION: FLUSH
 DL3441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3441+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3441_ROD/PIPE-DEPTH:  6.1 meters
 DL3441
 DL3441  HISTORY     - Date     Condition        Report By
 DL3441  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3441
 DL3441                          STATION DESCRIPTION
 DL3441
 DL3441'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3441'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTH-NORTHWEST OF
 DL3441'ODESSA, 6.6 MI (10.6 KM) NORTH OF ORTONVILLE AND 4.2 MI (6.8 KM) SOUTH
 DL3441'OF CLINTON.
 DL3441' 
 DL3441'GO 3.95 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF
 DL3441'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY MILE
 DL3441'POINT 142.95.
 DL3441' 
 DL3441'THE STATION IS 77.2 FT (23.5 M) EAST OF TRUNK HIGHWAY 75, 40.7 FT
 DL3441'(12.4 M) NORTH OF DRIVEWAY EAST AND 0.9 FT (0.3 M) WEST OF ITS WITNESS
 DL3441'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3440 ***********************************************************************
 DL3440  DESIGNATION -  0608 M
 DL3440  PID         -  DL3440
 DL3440  STATE/COUNTY-  MN/BIG STONE
 DL3440  COUNTRY     -  US
 DL3440  USGS QUAD   -  CLINTON (1971)
 DL3440
 DL3440                         *CURRENT SURVEY CONTROL
 DL3440  ______________________________________________________________________
 DL3440* NAD 83(1986) POSITION- 45 23 01.78   (N) 096 25 50.78   (W)   HD_HELD1  
 DL3440* NAVD 88 ORTHO HEIGHT -   357.753  (meters)    1173.73  (feet) ADJUSTED  
 DL3440  ______________________________________________________________________
 DL3440  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL3440  DYNAMIC HEIGHT  -        357.733 (meters)     1173.66  (feet) COMP
 DL3440  MODELED GRAVITY -    980,550.5   (mgal)                       NAVD 88
 DL3440
 DL3440  VERT ORDER      -  SECOND    CLASS I
 DL3440
 DL3440.The horizontal coordinates were established by differentially corrected
 DL3440.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3440.
 DL3440.The orthometric height was determined by differential leveling and
 DL3440.adjusted in July 2009.
 DL3440
 DL3440.The dynamic height is computed by dividing the NAVD 88
 DL3440.geopotential number by the normal gravity value computed on the
 DL3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3440.degrees latitude (g = 980.6199 gals.).
 DL3440
 DL3440.The modeled gravity was interpolated from observed gravity values.
 DL3440
 DL3440;                    North         East    Units  Estimated Accuracy
 DL3440;SPC MN S     -   367,714.0     609,645.5     MT  (+/- 3 meters HH1 GPS) 
 DL3440
 DL3440                          SUPERSEDED SURVEY CONTROL
 DL3440
 DL3440.No superseded survey control is available for this station.
 DL3440
 DL3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0113728801(NAD 83)
 DL3440
 DL3440_MARKER: DD = SURVEY DISK
 DL3440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3440_STAMPING: 0608 M 2005
 DL3440_MARK LOGO: MNDT  
 DL3440_PROJECTION: FLUSH
 DL3440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3440+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3440_ROD/PIPE-DEPTH:  7.6 meters
 DL3440
 DL3440  HISTORY     - Date     Condition        Report By
 DL3440  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3440
 DL3440                          STATION DESCRIPTION
 DL3440
 DL3440'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3440'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTH-NORTHWEST OF
 DL3440'ODESSA, 5.5 MI (8.8 KM) NORTH OF ORTONVILLE AND 5.3 MI (8.5 KM) SOUTH
 DL3440'OF CLINTON.
 DL3440' 
 DL3440'GO 5.0 MI (8.0 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3440'TRUNK HIGHWAY 75 AND COUNTY ROAD 6 IN CLINTON TO TRUNK HIGHWAY 75 MILE
 DL3440'POINT 141.9.
 DL3440' 
 DL3440'THE STATION IS 72.2 FT (22.0 M) EAST OF TRUNK HIGHWAY 75, 72.6 FT
 DL3440'(22.1 M) SOUTH OF COUNTY ROAD 62, 19.3 FT (5.9 M) SOUTH OF
 DL3440'RIGHT-OF-WAY POST, 12.9 FT (3.9 M) SOUTH OF POWER POLE AND 1.1 FT (0.3
 DL3440'M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3439 ***********************************************************************
 DL3439  DESIGNATION -  0608 N
 DL3439  PID         -  DL3439
 DL3439  STATE/COUNTY-  MN/BIG STONE
 DL3439  COUNTRY     -  US
 DL3439  USGS QUAD   -  ORTONVILLE (1971)
 DL3439
 DL3439                         *CURRENT SURVEY CONTROL
 DL3439  ______________________________________________________________________
 DL3439* NAD 83(1986) POSITION- 45 22 10.91   (N) 096 25 50.25   (W)   HD_HELD1  
 DL3439* NAVD 88 ORTHO HEIGHT -   361.466  (meters)    1185.91  (feet) ADJUSTED  
 DL3439  ______________________________________________________________________
 DL3439  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL3439  DYNAMIC HEIGHT  -        361.446 (meters)     1185.84  (feet) COMP
 DL3439  MODELED GRAVITY -    980,549.8   (mgal)                       NAVD 88
 DL3439
 DL3439  VERT ORDER      -  SECOND    CLASS I
 DL3439
 DL3439.The horizontal coordinates were established by differentially corrected
 DL3439.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3439.
 DL3439.The orthometric height was determined by differential leveling and
 DL3439.adjusted in July 2009.
 DL3439
 DL3439.The dynamic height is computed by dividing the NAVD 88
 DL3439.geopotential number by the normal gravity value computed on the
 DL3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3439.degrees latitude (g = 980.6199 gals.).
 DL3439
 DL3439.The modeled gravity was interpolated from observed gravity values.
 DL3439
 DL3439;                    North         East    Units  Estimated Accuracy
 DL3439;SPC MN S     -   366,143.8     609,610.4     MT  (+/- 3 meters HH1 GPS) 
 DL3439
 DL3439                          SUPERSEDED SURVEY CONTROL
 DL3439
 DL3439.No superseded survey control is available for this station.
 DL3439
 DL3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0119827231(NAD 83)
 DL3439
 DL3439_MARKER: DD = SURVEY DISK
 DL3439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3439_STAMPING: 0608 N 2005
 DL3439_MARK LOGO: MNDT  
 DL3439_PROJECTION: RECESSED 3 CENTIMETERS
 DL3439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3439+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3439_ROD/PIPE-DEPTH:  7.6 meters
 DL3439
 DL3439  HISTORY     - Date     Condition        Report By
 DL3439  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3439
 DL3439                          STATION DESCRIPTION
 DL3439
 DL3439'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3439'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DL3439'ODESSA, 6.3 MI (10.1 KM) SOUTH OF CLINTON AND 4.5 MI (7.2 KM) NORTH OF
 DL3439'ORTONVILLE.
 DL3439' 
 DL3439'GO 5.0 MI (8.0 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3439'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3439'75 MILE POINT 140.9.
 DL3439' 
 DL3439'THE STATION IS 137.4 FT (41.9 M) EAST OF TRUNK HIGHWAY 75, 53.5 FT
 DL3439'(16.3 M) NORTH OF COUNTY ROAD 10, 18.1 FT (5.5 M) WEST OF RIGHT-OF-WAY
 DL3439'POST, 61.5 FT (18.7 M) EAST-NORTHEAST OF POWER POLE AND 0.9 FT (0.3 M)
 DL3439'SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3438 ***********************************************************************
 DL3438  DESIGNATION -  0608 P
 DL3438  PID         -  DL3438
 DL3438  STATE/COUNTY-  MN/BIG STONE
 DL3438  COUNTRY     -  US
 DL3438  USGS QUAD   -  ORTONVILLE (1971)
 DL3438
 DL3438                         *CURRENT SURVEY CONTROL
 DL3438  ______________________________________________________________________
 DL3438* NAD 83(1986) POSITION- 45 21 18.75   (N) 096 25 57.54   (W)   HD_HELD1  
 DL3438* NAVD 88 ORTHO HEIGHT -   344.996  (meters)    1131.87  (feet) ADJUSTED  
 DL3438  ______________________________________________________________________
 DL3438  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DL3438  DYNAMIC HEIGHT  -        344.976 (meters)     1131.81  (feet) COMP
 DL3438  MODELED GRAVITY -    980,549.1   (mgal)                       NAVD 88
 DL3438
 DL3438  VERT ORDER      -  SECOND    CLASS I
 DL3438
 DL3438.The horizontal coordinates were established by differentially corrected
 DL3438.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3438.
 DL3438.The orthometric height was determined by differential leveling and
 DL3438.adjusted in July 2009.
 DL3438
 DL3438.The dynamic height is computed by dividing the NAVD 88
 DL3438.geopotential number by the normal gravity value computed on the
 DL3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3438.degrees latitude (g = 980.6199 gals.).
 DL3438
 DL3438.The modeled gravity was interpolated from observed gravity values.
 DL3438
 DL3438;                    North         East    Units  Estimated Accuracy
 DL3438;SPC MN S     -   364,538.9     609,403.9     MT  (+/- 3 meters HH1 GPS) 
 DL3438
 DL3438                          SUPERSEDED SURVEY CONTROL
 DL3438
 DL3438.No superseded survey control is available for this station.
 DL3438
 DL3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0109125617(NAD 83)
 DL3438
 DL3438_MARKER: DD = SURVEY DISK
 DL3438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3438_STAMPING: 0608 P 2005
 DL3438_MARK LOGO: MNDT  
 DL3438_PROJECTION: FLUSH
 DL3438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3438+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3438_ROD/PIPE-DEPTH:  7.6 meters
 DL3438
 DL3438  HISTORY     - Date     Condition        Report By
 DL3438  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3438
 DL3438                          STATION DESCRIPTION
 DL3438
 DL3438'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3438'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF ODESSA, 7.3
 DL3438'MI (11.7 KM) SOUTH OF CLINTON AND 3.5 MI (5.6 KM) NORTH OF ORTONVILLE.
 DL3438'GO 4.0 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3438'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3438'75 MILE POINT 139.9, THENCE 0.09 MI (0.1 KM) WEST ON COUNTY ROAD 34.
 DL3438' 
 DL3438'THE STATION IS 57.6 FT (17.6 M) NORTH OF COUNTY ROAD 34, 43.9 FT (13.4
 DL3438'M) WEST OF A FIELD A ENTRANCE AND 0.7 FT (0.2 M) SOUTH OF ITS WITNESS
 DL3438'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3437 ***********************************************************************
 DL3437  DESIGNATION -  0608 Q
 DL3437  PID         -  DL3437
 DL3437  STATE/COUNTY-  MN/BIG STONE
 DL3437  COUNTRY     -  US
 DL3437  USGS QUAD   -  ORTONVILLE (1971)
 DL3437
 DL3437                         *CURRENT SURVEY CONTROL
 DL3437  ______________________________________________________________________
 DL3437* NAD 83(1986) POSITION- 45 20 26.38   (N) 096 25 59.89   (W)   HD_HELD1  
 DL3437* NAVD 88 ORTHO HEIGHT -   342.089  (meters)    1122.34  (feet) ADJUSTED  
 DL3437  ______________________________________________________________________
 DL3437  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DL3437  DYNAMIC HEIGHT  -        342.069 (meters)     1122.27  (feet) COMP
 DL3437  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DL3437
 DL3437  VERT ORDER      -  SECOND    CLASS I
 DL3437
 DL3437.The horizontal coordinates were established by differentially corrected
 DL3437.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3437.
 DL3437.The orthometric height was determined by differential leveling and
 DL3437.adjusted in July 2009.
 DL3437
 DL3437.The dynamic height is computed by dividing the NAVD 88
 DL3437.geopotential number by the normal gravity value computed on the
 DL3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3437.degrees latitude (g = 980.6199 gals.).
 DL3437
 DL3437.The modeled gravity was interpolated from observed gravity values.
 DL3437
 DL3437;                    North         East    Units  Estimated Accuracy
 DL3437;SPC MN S     -   362,924.4     609,304.6     MT  (+/- 3 meters HH1 GPS) 
 DL3437
 DL3437                          SUPERSEDED SURVEY CONTROL
 DL3437
 DL3437.No superseded survey control is available for this station.
 DL3437
 DL3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0109123999(NAD 83)
 DL3437
 DL3437_MARKER: DD = SURVEY DISK
 DL3437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3437_STAMPING: 0608 Q 2005
 DL3437_MARK LOGO: MNDT  
 DL3437_PROJECTION: FLUSH
 DL3437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3437+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3437_ROD/PIPE-DEPTH:  9.1 meters
 DL3437
 DL3437  HISTORY     - Date     Condition        Report By
 DL3437  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3437
 DL3437                          STATION DESCRIPTION
 DL3437
 DL3437'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3437'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF CLINTON, 7.6 MI
 DL3437'(12.2 KM) NORTHWEST OF ODESSA AND 2.5 MI (4.0 KM) NORTH-NORTHEAST OF
 DL3437'ORTONVILLE.
 DL3437' 
 DL3437'GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3437'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3437'75 MILE POINT 138.9, THENCE 0.10 MI (0.2 KM) WEST OF A GRAVEL ROAD.
 DL3437' 
 DL3437'THE STATION IS 31.3 FT (9.5 M) NORTH OF GRAVEL ROAD 24.0 FT (7.3 M)
 DL3437'EAST OF A FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3436 ***********************************************************************
 DL3436  DESIGNATION -  0608 R
 DL3436  PID         -  DL3436
 DL3436  STATE/COUNTY-  MN/BIG STONE
 DL3436  COUNTRY     -  US
 DL3436  USGS QUAD   -  ORTONVILLE (1971)
 DL3436
 DL3436                         *CURRENT SURVEY CONTROL
 DL3436  ______________________________________________________________________
 DL3436* NAD 83(1986) POSITION- 45 19 42.46   (N) 096 25 52.40   (W)   HD_HELD1  
 DL3436* NAVD 88 ORTHO HEIGHT -   329.104  (meters)    1079.74  (feet) ADJUSTED  
 DL3436  ______________________________________________________________________
 DL3436  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DL3436  DYNAMIC HEIGHT  -        329.084 (meters)     1079.67  (feet) COMP
 DL3436  MODELED GRAVITY -    980,547.9   (mgal)                       NAVD 88
 DL3436
 DL3436  VERT ORDER      -  SECOND    CLASS I
 DL3436
 DL3436.The horizontal coordinates were established by differentially corrected
 DL3436.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3436.
 DL3436.The orthometric height was determined by differential leveling and
 DL3436.adjusted in July 2009.
 DL3436
 DL3436.The dynamic height is computed by dividing the NAVD 88
 DL3436.geopotential number by the normal gravity value computed on the
 DL3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3436.degrees latitude (g = 980.6199 gals.).
 DL3436
 DL3436.The modeled gravity was interpolated from observed gravity values.
 DL3436
 DL3436;                    North         East    Units  Estimated Accuracy
 DL3436;SPC MN S     -   361,564.2     609,427.3     MT  (+/- 3 meters HH1 GPS) 
 DL3436
 DL3436                          SUPERSEDED SURVEY CONTROL
 DL3436
 DL3436.No superseded survey control is available for this station.
 DL3436
 DL3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0129822649(NAD 83)
 DL3436
 DL3436_MARKER: DD = SURVEY DISK
 DL3436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3436_STAMPING: 0608 R 2005
 DL3436_MARK LOGO: MNDT  
 DL3436_PROJECTION: RECESSED 3 CENTIMETERS
 DL3436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3436+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3436_ROD/PIPE-DEPTH:  9.1 meters
 DL3436
 DL3436  HISTORY     - Date     Condition        Report By
 DL3436  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3436
 DL3436                          STATION DESCRIPTION
 DL3436
 DL3436'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3436'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTH OF CLINTON, 6.9 MI
 DL3436'(11.1 KM) NORTHWEST OF ODESSA AND 1.8 MI (2.9 KM) NORTH-NORTHEAST OF
 DL3436'ORTONVILLE.
 DL3436' 
 DL3436'GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DL3436'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN ORTONVILLE TO TRUNK HIGHWAY
 DL3436'75 MILE POINT 138.0.
 DL3436' 
 DL3436'THE STATION IS 84.4 FT (25.7 M) WEST OF TRUNK HIGHWAY 75, 34.7 FT
 DL3436'(10.6 M) NORTH OF A FIELD ENTRANCE AND 1.1 FT (0.3 M) EAST OF ITS
 DL3436'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3434 ***********************************************************************
 DL3434  DESIGNATION -  0608 S
 DL3434  PID         -  DL3434
 DL3434  STATE/COUNTY-  MN/BIG STONE
 DL3434  COUNTRY     -  US
 DL3434  USGS QUAD   -  ORTONVILLE (1971)
 DL3434
 DL3434                         *CURRENT SURVEY CONTROL
 DL3434  ______________________________________________________________________
 DL3434* NAD 83(1986) POSITION- 45 18 44.72   (N) 096 25 49.28   (W)   HD_HELD1  
 DL3434* NAVD 88 ORTHO HEIGHT -   332.269  (meters)    1090.12  (feet) ADJUSTED  
 DL3434  ______________________________________________________________________
 DL3434  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DL3434  DYNAMIC HEIGHT  -        332.249 (meters)     1090.05  (feet) COMP
 DL3434  MODELED GRAVITY -    980,547.1   (mgal)                       NAVD 88
 DL3434
 DL3434  VERT ORDER      -  SECOND    CLASS I
 DL3434
 DL3434.The horizontal coordinates were established by differentially corrected
 DL3434.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3434.
 DL3434.The orthometric height was determined by differential leveling and
 DL3434.adjusted in July 2009.
 DL3434
 DL3434.The dynamic height is computed by dividing the NAVD 88
 DL3434.geopotential number by the normal gravity value computed on the
 DL3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3434.degrees latitude (g = 980.6199 gals.).
 DL3434
 DL3434.The modeled gravity was interpolated from observed gravity values.
 DL3434
 DL3434;                    North         East    Units  Estimated Accuracy
 DL3434;SPC MN S     -   359,780.4     609,442.2     MT  (+/- 3 meters HH1 GPS) 
 DL3434
 DL3434                          SUPERSEDED SURVEY CONTROL
 DL3434
 DL3434.No superseded survey control is available for this station.
 DL3434
 DL3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0142220869(NAD 83)
 DL3434
 DL3434_MARKER: DD = SURVEY DISK
 DL3434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3434_STAMPING: 0608 S 2005
 DL3434_MARK LOGO: MNDT  
 DL3434_PROJECTION: RECESSED 5 CENTIMETERS
 DL3434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3434+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 DL3434_ROD/PIPE-DEPTH:  7.6 meters
 DL3434
 DL3434  HISTORY     - Date     Condition        Report By
 DL3434  HISTORY     - 20050921 MONUMENTED       MNDT
 DL3434
 DL3434                          STATION DESCRIPTION
 DL3434
 DL3434'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3434'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF CLINTON, 6.2
 DL3434'MI (10.0 KM) NORTHWEST OF ODESSA AND 0.9 MI (1.4 KM) NORTHEAST OF
 DL3434'ORTONVILLE.
 DL3434' 
 DL3434'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 12 IN
 DL3434'ORTONVILLE GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 75 TO TRUNK
 DL3434'HIGHWAY 75 MILE POINT 136.95.
 DL3434' 
 DL3434'THE STATION IS 76.1 FT (23.2 M) EAST OF TRUNK HIGHWAY 75, 67.2 FT
 DL3434'(20.5 M) SOUTH OF COUNTY ROAD 64 AND 1.0 FT (0.3 M) WEST OF ITS
 DL3434'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8662 ***********************************************************************
 DJ8662  DESIGNATION -  0608 T
 DJ8662  PID         -  DJ8662
 DJ8662  STATE/COUNTY-  MN/BIG STONE
 DJ8662  COUNTRY     -  US
 DJ8662  USGS QUAD   -  ORTONVILLE (1971)
 DJ8662
 DJ8662                         *CURRENT SURVEY CONTROL
 DJ8662  ______________________________________________________________________
 DJ8662* NAD 83(1986) POSITION- 45 17 52.7    (N) 096 25 50.3    (W)   HD_HELD2  
 DJ8662* NAVD 88 ORTHO HEIGHT -   332.973  (meters)    1092.43  (feet) ADJUSTED  
 DJ8662  ______________________________________________________________________
 DJ8662  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 DJ8662  DYNAMIC HEIGHT  -        332.953 (meters)     1092.36  (feet) COMP
 DJ8662  MODELED GRAVITY -    980,545.7   (mgal)                       NAVD 88
 DJ8662
 DJ8662  VERT ORDER      -  SECOND    CLASS I
 DJ8662
 DJ8662.The horizontal coordinates were established by autonomous hand held GPS
 DJ8662.observations and have an estimated accuracy of +/- 10 meters.
 DJ8662.
 DJ8662.The orthometric height was determined by differential leveling and
 DJ8662.adjusted in July 2008.
 DJ8662
 DJ8662.The dynamic height is computed by dividing the NAVD 88
 DJ8662.geopotential number by the normal gravity value computed on the
 DJ8662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8662.degrees latitude (g = 980.6199 gals.).
 DJ8662
 DJ8662.The modeled gravity was interpolated from observed gravity values.
 DJ8662
 DJ8662;                    North         East    Units  Estimated Accuracy
 DJ8662;SPC MN S     -   358,176.      609,372.      MT  (+/- 10 meters HH2 GPS)
 DJ8662
 DJ8662                          SUPERSEDED SURVEY CONTROL
 DJ8662
 DJ8662.No superseded survey control is available for this station.
 DJ8662
 DJ8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0145119263(NAD 83)
 DJ8662
 DJ8662_MARKER: DD = SURVEY DISK
 DJ8662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8662_STAMPING: 0608 T 2005
 DJ8662_MARK LOGO: MNDT  
 DJ8662_PROJECTION: RECESSED 5 CENTIMETERS
 DJ8662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8662+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2011
 DJ8662_ROD/PIPE-DEPTH:  7.6 meters
 DJ8662
 DJ8662  HISTORY     - Date     Condition        Report By
 DJ8662  HISTORY     - 20050928 MONUMENTED       MNDT
 DJ8662  HISTORY     - 20060324 GOOD             MNDT
 DJ8662  HISTORY     - 20110207 GOOD             MNDT
 DJ8662
 DJ8662                          STATION DESCRIPTION
 DJ8662
 DJ8662'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8662'THE MONUMENT IS LOCATED IN THE WEST CENTRAL PART OF MINNESOTA WITHIN
 DJ8662'BIG STONE COUNTY, 1.1 MI (1.8 KM) EAST OF THE SOUTH DAKOTA STATE LINE
 DJ8662'AND 0.9 MI (1.4 KM) SOUTHEAST OF THE ORTONVILLE CITY CENTER, JUST
 DJ8662'NORTHWEST OF THE US-12 AND US-75 JUNCTION.
 DJ8662' 
 DJ8662'TO REACH FROM ORTONVILLE, START FROM THE INTERSECTION OF SECOND STREET
 DJ8662'SOUTHEAST (STATE HIGHWAY 7 AKA MAIN STREET), WHERE SECOND STREET
 DJ8662'SOUTHEAST SPLITS INTO INGERSOLL AVENUE AT THE US HIGHWAY 12 EAST
 DJ8662'JUNCTION, TRAVEL EAST ON THE US-12 FOR 0.4 MI (0.6 KM).  THE MARK IS
 DJ8662'LOCATED NORTHWEST OF THE INTERSECTION OF US-12 AND US-75.
 DJ8662' 
 DJ8662'THE MARK CAN BE FOUND 42.3 FT (12.9 M) NORTH OF TRUNK HIGHWAY 12, 86.4
 DJ8662'FT (26.3 M) WEST OF TRUNK HIGHWAY 75 MILE POINT 135.85, 1.0 FT (0.3 M)
 DJ8662'SOUTH OF A WITNESS POST.
 DJ8662
 DJ8662                          STATION RECOVERY (2006)
 DJ8662
 DJ8662'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DJ8662'RECOVERED AS DESCRIBED.
 DJ8662
 DJ8662                          STATION RECOVERY (2011)
 DJ8662
 DJ8662'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (MPP)
 DJ8662'THE MARK IS IN ORTONVILLE.
 DJ8662' 
 DJ8662'TO REACH THE MARK GO 0.4 MI (0.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 DJ8662'THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 7 IN ORTONVILLE.
 DJ8662' 
 DJ8662'IT IS 85 FT (25.9 M) WEST FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DJ8662'TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 75 MILE POINT 135.85, 86.4 FT (26.3
 DJ8662'M) WEST OF TRUNK HIGHWAY 75, 42.3 FT (12.9 M) NORTH OF TRUNK HIGHWAY
 DJ8662'12, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8658 ***********************************************************************
 DJ8658  DESIGNATION -  0609 AA
 DJ8658  PID         -  DJ8658
 DJ8658  STATE/COUNTY-  MN/BIG STONE
 DJ8658  COUNTRY     -  US
 DJ8658  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8658
 DJ8658                         *CURRENT SURVEY CONTROL
 DJ8658  ______________________________________________________________________
 DJ8658* NAD 83(2007) POSITION- 45 24 59.64197(N) 096 40 09.12531(W)   ADJUSTED  
 DJ8658* NAD 83(2007) ELLIP HT-   283.649 (meters)        (07/09/09)   ADJUSTED
 DJ8658* NAD 83(2007) EPOCH   -  2002.00
 DJ8658* NAVD 88 ORTHO HEIGHT -   309.604  (meters)    1015.76  (feet) ADJUSTED  
 DJ8658  ______________________________________________________________________
 DJ8658  NAD 83(2007) X  -   -520,866.292 (meters)                     COMP
 DJ8658  NAD 83(2007) Y  - -4,454,586.805 (meters)                     COMP
 DJ8658  NAD 83(2007) Z  -  4,520,167.037 (meters)                     COMP
 DJ8658  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC09
 DJ8658  GEOID HEIGHT    -        -25.96  (meters)                     GEOID09
 DJ8658  DYNAMIC HEIGHT  -        309.585 (meters)     1015.70  (feet) COMP
 DJ8658  MODELED GRAVITY -    980,547.6   (mgal)                       NAVD 88
 DJ8658
 DJ8658  HORZ ORDER      -  FIRST
 DJ8658  VERT ORDER      -  SECOND    CLASS I
 DJ8658  ELLP ORDER      -  THIRD     CLASS I
 DJ8658
 DJ8658.The horizontal coordinates were established by GPS observations
 DJ8658.and adjusted by the National Geodetic Survey in July 2009.
 DJ8658
 DJ8658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8658.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8658
 DJ8658.The horizontal coordinates are valid at the epoch date displayed above
 DJ8658.which is a decimal equivalence of Year/Month/Day.
 DJ8658
 DJ8658.The orthometric height was determined by differential leveling and
 DJ8658.adjusted in July 2008.
 DJ8658
 DJ8658.Photographs are available for this station.
 DJ8658
 DJ8658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8658
 DJ8658.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8658
 DJ8658.The ellipsoidal height was determined by GPS observations
 DJ8658.and is referenced to NAD 83.
 DJ8658
 DJ8658.The dynamic height is computed by dividing the NAVD 88
 DJ8658.geopotential number by the normal gravity value computed on the
 DJ8658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8658.degrees latitude (g = 980.6199 gals.).
 DJ8658
 DJ8658.The modeled gravity was interpolated from observed gravity values.
 DJ8658
 DJ8658. The following values were computed from the NAD 83(2007) position.
 DJ8658
 DJ8658;                    North         East     Units Scale Factor Converg.
 DJ8658;SPC MN S     -   371,933.336   591,099.206   MT  1.00004983   -1 52 15.3
 DJ8658;SPC MN S     - 1,220,251.29  1,939,297.98   sFT  1.00004983   -1 52 15.3
 DJ8658;UTM  14      - 5,031,870.055   682,365.920   MT  1.00000892   +1 39 37.9
 DJ8658
 DJ8658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8658!SPC MN S     -   0.99995553  x   1.00004983  =   1.00000536
 DJ8658!UTM  14      -   0.99995553  x   1.00000892  =   0.99996445
 DJ8658
 DJ8658                          SUPERSEDED SURVEY CONTROL
 DJ8658
 DJ8658  NAD 83(1996)-  45 24 59.64137(N)    096 40 09.12482(W) AD(       ) 1
 DJ8658  ELLIP H (03/06/08)  283.682  (m)                       GP(       ) 3 1
 DJ8658  NAVD 88 (03/06/08)  309.60   (m)         1015.7    (f) LEVELING    3  
 DJ8658
 DJ8658.Superseded values are not recommended for survey control.
 DJ8658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8658.See file dsdata.txt to determine how the superseded data were derived.
 DJ8658
 DJ8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8236531870(NAD 83)
 DJ8658
 DJ8658_MARKER: DB = BENCH MARK DISK
 DJ8658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8658_STAMPING: 0609 AA 1956
 DJ8658_MARK LOGO: MNHD  
 DJ8658_PROJECTION: PROJECTING 30 CENTIMETERS
 DJ8658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8658+STABILITY: SURFACE MOTION
 DJ8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8658+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DJ8658
 DJ8658  HISTORY     - Date     Condition        Report By
 DJ8658  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8658  HISTORY     - 20060321 GOOD             MNDT
 DJ8658  HISTORY     - 20070920 GOOD             MNHD
 DJ8658
 DJ8658                          STATION DESCRIPTION
 DJ8658
 DJ8658'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8658'10.0 MI (16.1 KM) SOUTH OF BEARDSLEY, 10.66 MI (17.2 KM) SOUTH ALONG
 DJ8658'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAYS 7 AND 28 IN
 DJ8658'BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 10.66, 75.2 FT (22.9 M) NORTH
 DJ8658'OF TRUNK HIGHWAY 7, 1.0 FT (0.3 M) WEST OF A WITNESS POST
 DJ8658
 DJ8658                          STATION RECOVERY (2007)
 DJ8658
 DJ8658'RECOVERY NOTE BY MN HIGHWAY DEPT 2007
 DJ8658'10 MILES SOUTH OF BEARDSLEY, 10.66 MILES SOUTH ALONG TRUNK HIGHWAY 7
 DJ8658'FROM THE JUNCTION OF TRUNK HIGHWAYS 7 AND 28 IN EAST BEARDSLEY, AT
 DJ8658'TRUNK HIGHWAY 7 MILEPOINT 10.66, 75.2 FEET NORTH OF TRUNK HIGHWAY 7,
 DJ8658'1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8631 ***********************************************************************
 DJ8631  DESIGNATION -  0609 AB
 DJ8631  PID         -  DJ8631
 DJ8631  STATE/COUNTY-  MN/BIG STONE
 DJ8631  COUNTRY     -  US
 DJ8631  USGS QUAD   -  BIG STONE LAKE EAST (1971)
 DJ8631
 DJ8631                         *CURRENT SURVEY CONTROL
 DJ8631  ______________________________________________________________________
 DJ8631* NAD 83(1986) POSITION- 45 23 24.     (N) 096 30 49.     (W)   SCALED    
 DJ8631* NAVD 88 ORTHO HEIGHT -   307.716  (meters)    1009.56  (feet) ADJUSTED  
 DJ8631  ______________________________________________________________________
 DJ8631  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 DJ8631  DYNAMIC HEIGHT  -        307.698 (meters)     1009.51  (feet) COMP
 DJ8631  MODELED GRAVITY -    980,549.7   (mgal)                       NAVD 88
 DJ8631
 DJ8631  VERT ORDER      -  SECOND    CLASS I
 DJ8631
 DJ8631.The horizontal coordinates were scaled from a topographic map and have
 DJ8631.an estimated accuracy of +/- 6 seconds.
 DJ8631.
 DJ8631.The orthometric height was determined by differential leveling and
 DJ8631.adjusted in July 2008.
 DJ8631
 DJ8631.The dynamic height is computed by dividing the NAVD 88
 DJ8631.geopotential number by the normal gravity value computed on the
 DJ8631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8631.degrees latitude (g = 980.6199 gals.).
 DJ8631
 DJ8631.The modeled gravity was interpolated from observed gravity values.
 DJ8631
 DJ8631;                    North         East    Units  Estimated Accuracy
 DJ8631;SPC MN S     -   368,600.      603,180.      MT  (+/- 180 meters Scaled)
 DJ8631
 DJ8631                          SUPERSEDED SURVEY CONTROL
 DJ8631
 DJ8631.No superseded survey control is available for this station.
 DJ8631
 DJ8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR946292(NAD 83)
 DJ8631
 DJ8631_MARKER: DD = SURVEY DISK
 DJ8631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8631_STAMPING: 0609 AB 2005
 DJ8631_MARK LOGO: MNDT  
 DJ8631_PROJECTION: FLUSH
 DJ8631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8631+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8631_ROD/PIPE-DEPTH:  6.1 meters
 DJ8631
 DJ8631  HISTORY     - Date     Condition        Report By
 DJ8631  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8631
 DJ8631                          STATION DESCRIPTION
 DJ8631
 DJ8631'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8631'5.5 MI (8.8 KM) NORTHWEST OF ORTONVILLE, 7.5 MI (12.1 KM) NORTHWEST
 DJ8631'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8631'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 18.8, 51.2 FT
 DJ8631'(15.6 M) NORTH OF TRUNK HIGHWAY 7, 41.2 FT (12.6 M) WEST OF COUNTY
 DJ8631'ROAD 9, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8630 ***********************************************************************
 DJ8630  DESIGNATION -  0609 AC
 DJ8630  PID         -  DJ8630
 DJ8630  STATE/COUNTY-  MN/BIG STONE
 DJ8630  COUNTRY     -  US
 DJ8630  USGS QUAD   -  CLINTON (1971)
 DJ8630
 DJ8630                         *CURRENT SURVEY CONTROL
 DJ8630  ______________________________________________________________________
 DJ8630* NAD 83(1986) POSITION- 45 22 45.     (N) 096 29 40.     (W)   SCALED    
 DJ8630* NAVD 88 ORTHO HEIGHT -   311.797  (meters)    1022.95  (feet) ADJUSTED  
 DJ8630  ______________________________________________________________________
 DJ8630  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DJ8630  DYNAMIC HEIGHT  -        311.779 (meters)     1022.89  (feet) COMP
 DJ8630  MODELED GRAVITY -    980,549.4   (mgal)                       NAVD 88
 DJ8630
 DJ8630  VERT ORDER      -  SECOND    CLASS I
 DJ8630
 DJ8630.The horizontal coordinates were scaled from a topographic map and have
 DJ8630.an estimated accuracy of +/- 6 seconds.
 DJ8630.
 DJ8630.The orthometric height was determined by differential leveling and
 DJ8630.adjusted in July 2008.
 DJ8630
 DJ8630.The dynamic height is computed by dividing the NAVD 88
 DJ8630.geopotential number by the normal gravity value computed on the
 DJ8630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8630.degrees latitude (g = 980.6199 gals.).
 DJ8630
 DJ8630.The modeled gravity was interpolated from observed gravity values.
 DJ8630
 DJ8630;                    North         East    Units  Estimated Accuracy
 DJ8630;SPC MN S     -   367,350.      604,650.      MT  (+/- 180 meters Scaled)
 DJ8630
 DJ8630                          SUPERSEDED SURVEY CONTROL
 DJ8630
 DJ8630.No superseded survey control is available for this station.
 DJ8630
 DJ8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR961281(NAD 83)
 DJ8630
 DJ8630_MARKER: DD = SURVEY DISK
 DJ8630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8630_STAMPING: 0609 AC 2005
 DJ8630_MARK LOGO: MNDT  
 DJ8630_PROJECTION: FLUSH
 DJ8630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8630+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8630_ROD/PIPE-DEPTH:  7.6 meters
 DJ8630
 DJ8630  HISTORY     - Date     Condition        Report By
 DJ8630  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8630
 DJ8630                          STATION DESCRIPTION
 DJ8630
 DJ8630'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8630'4.5 MI (7.2 KM) NORTHWEST OF ORTONVILLE, 6.5 MI (10.5 KM) NORTHWEST
 DJ8630'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8630'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 20, 68.2 FT
 DJ8630'(20.8 M) SOUTH OF COUNTY ROAD 62, 43.8 FT (13.4 M) NORTHEAST OF TRUNK
 DJ8630'HIGHWAY 7, 36.2 FT (11.0 M) NORTH OF TELEPHONE CABINET NUMBER HIGHWAY
 DJ8630'7N, 0.9 FT (0.3 M) SOUTHWEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8629 ***********************************************************************
 DJ8629  DESIGNATION -  0609 AD
 DJ8629  PID         -  DJ8629
 DJ8629  STATE/COUNTY-  MN/BIG STONE
 DJ8629  COUNTRY     -  US
 DJ8629  USGS QUAD   -  ORTONVILLE (1971)
 DJ8629
 DJ8629                         *CURRENT SURVEY CONTROL
 DJ8629  ______________________________________________________________________
 DJ8629* NAD 83(1986) POSITION- 45 22 02.     (N) 096 28 59.     (W)   SCALED    
 DJ8629* NAVD 88 ORTHO HEIGHT -   310.545  (meters)    1018.85  (feet) ADJUSTED  
 DJ8629  ______________________________________________________________________
 DJ8629  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DJ8629  DYNAMIC HEIGHT  -        310.527 (meters)     1018.79  (feet) COMP
 DJ8629  MODELED GRAVITY -    980,548.9   (mgal)                       NAVD 88
 DJ8629
 DJ8629  VERT ORDER      -  SECOND    CLASS I
 DJ8629
 DJ8629.The horizontal coordinates were scaled from a topographic map and have
 DJ8629.an estimated accuracy of +/- 6 seconds.
 DJ8629.
 DJ8629.The orthometric height was determined by differential leveling and
 DJ8629.adjusted in July 2008.
 DJ8629
 DJ8629.The dynamic height is computed by dividing the NAVD 88
 DJ8629.geopotential number by the normal gravity value computed on the
 DJ8629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8629.degrees latitude (g = 980.6199 gals.).
 DJ8629
 DJ8629.The modeled gravity was interpolated from observed gravity values.
 DJ8629
 DJ8629;                    North         East    Units  Estimated Accuracy
 DJ8629;SPC MN S     -   365,990.      605,500.      MT  (+/- 180 meters Scaled)
 DJ8629
 DJ8629                          SUPERSEDED SURVEY CONTROL
 DJ8629
 DJ8629.No superseded survey control is available for this station.
 DJ8629
 DJ8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR971268(NAD 83)
 DJ8629
 DJ8629_MARKER: DD = SURVEY DISK
 DJ8629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8629_STAMPING: 0609 AD 2005
 DJ8629_MARK LOGO: MNDT  
 DJ8629_PROJECTION: FLUSH
 DJ8629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8629+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8629_ROD/PIPE-DEPTH: 10.7 meters
 DJ8629
 DJ8629  HISTORY     - Date     Condition        Report By
 DJ8629  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8629
 DJ8629                          STATION DESCRIPTION
 DJ8629
 DJ8629'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8629'3.5 MI (5.6 KM) NORTHWEST OF ORTONVILLE, 5.5 MI (8.8 KM) NORTHWEST
 DJ8629'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8629'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 21.0, 40.2 FT
 DJ8629'(12.3 M) SOUTHWEST OF NO CAMPING SIGN, 39.5 FT (12.0 M) SOUTHEAST OF
 DJ8629'LAGOON BEACH ROAD EXIT, 35.4 FT (10.8 M) NORTHEAST OF TRUNK HIGHWAY 7,
 DJ8629'0.9 FT (0.3 M) SOUTHWEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8628 ***********************************************************************
 DJ8628  DESIGNATION -  0609 AE
 DJ8628  PID         -  DJ8628
 DJ8628  STATE/COUNTY-  MN/BIG STONE
 DJ8628  COUNTRY     -  US
 DJ8628  USGS QUAD   -  ORTONVILLE (1971)
 DJ8628
 DJ8628                         *CURRENT SURVEY CONTROL
 DJ8628  ______________________________________________________________________
 DJ8628* NAD 83(1986) POSITION- 45 21 15.     (N) 096 28 12.     (W)   SCALED    
 DJ8628* NAVD 88 ORTHO HEIGHT -   315.735  (meters)    1035.87  (feet) ADJUSTED  
 DJ8628  ______________________________________________________________________
 DJ8628  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DJ8628  DYNAMIC HEIGHT  -        315.717 (meters)     1035.81  (feet) COMP
 DJ8628  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DJ8628
 DJ8628  VERT ORDER      -  SECOND    CLASS I
 DJ8628
 DJ8628.The horizontal coordinates were scaled from a topographic map and have
 DJ8628.an estimated accuracy of +/- 6 seconds.
 DJ8628.
 DJ8628.The orthometric height was determined by differential leveling and
 DJ8628.adjusted in July 2008.
 DJ8628
 DJ8628.The dynamic height is computed by dividing the NAVD 88
 DJ8628.geopotential number by the normal gravity value computed on the
 DJ8628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8628.degrees latitude (g = 980.6199 gals.).
 DJ8628
 DJ8628.The modeled gravity was interpolated from observed gravity values.
 DJ8628
 DJ8628;                    North         East    Units  Estimated Accuracy
 DJ8628;SPC MN S     -   364,510.      606,480.      MT  (+/- 180 meters Scaled)
 DJ8628
 DJ8628                          SUPERSEDED SURVEY CONTROL
 DJ8628
 DJ8628.No superseded survey control is available for this station.
 DJ8628
 DJ8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR981254(NAD 83)
 DJ8628
 DJ8628_MARKER: DD = SURVEY DISK
 DJ8628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8628_STAMPING: 0609 AE 2005
 DJ8628_MARK LOGO: MNDT  
 DJ8628_PROJECTION: FLUSH
 DJ8628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8628_ROD/PIPE-DEPTH: 16.8 meters
 DJ8628
 DJ8628  HISTORY     - Date     Condition        Report By
 DJ8628  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8628
 DJ8628                          STATION DESCRIPTION
 DJ8628
 DJ8628'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8628'2.0 MI (3.2 KM) NORTHWEST OF ORTONVILLE, 4.2 MI (6.8 KM) NORTHWEST
 DJ8628'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8628'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 22.1, 66.8 FT
 DJ8628'(20.4 M) SOUTH OF COUNTY ROAD 34, 41.8 FT (12.7 M) EAST OF TRUNK
 DJ8628'HIGHWAY 7, 1.0 FT (0.3 M) WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8644 ***********************************************************************
 DJ8644  DESIGNATION -  0609 B
 DJ8644  PID         -  DJ8644
 DJ8644  STATE/COUNTY-  MN/BIG STONE
 DJ8644  COUNTRY     -  US
 DJ8644  USGS QUAD   -  BEARDSLEY (1974)
 DJ8644
 DJ8644                         *CURRENT SURVEY CONTROL
 DJ8644  ______________________________________________________________________
 DJ8644* NAD 83(2007) POSITION- 45 32 43.25784(N) 096 42 00.78926(W)   ADJUSTED  
 DJ8644* NAD 83(2007) ELLIP HT-   314.967 (meters)        (07/09/09)   ADJUSTED
 DJ8644* NAD 83(2007) EPOCH   -  2002.00
 DJ8644* NAVD 88 ORTHO HEIGHT -   340.944  (meters)    1118.58  (feet) ADJUSTED  
 DJ8644  ______________________________________________________________________
 DJ8644  NAD 83(2007) X  -   -522,089.553 (meters)                     COMP
 DJ8644  NAD 83(2007) Y  - -4,444,189.788 (meters)                     COMP
 DJ8644  NAD 83(2007) Z  -  4,530,225.346 (meters)                     COMP
 DJ8644  LAPLACE CORR    -         -1.67  (seconds)                    DEFLEC09
 DJ8644  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 DJ8644  DYNAMIC HEIGHT  -        340.928 (meters)     1118.53  (feet) COMP
 DJ8644  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 DJ8644
 DJ8644  HORZ ORDER      -  FIRST
 DJ8644  VERT ORDER      -  SECOND    CLASS I
 DJ8644  ELLP ORDER      -  THIRD     CLASS I
 DJ8644
 DJ8644.The horizontal coordinates were established by GPS observations
 DJ8644.and adjusted by the National Geodetic Survey in July 2009.
 DJ8644
 DJ8644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8644.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8644
 DJ8644.The horizontal coordinates are valid at the epoch date displayed above
 DJ8644.which is a decimal equivalence of Year/Month/Day.
 DJ8644
 DJ8644.The orthometric height was determined by differential leveling and
 DJ8644.adjusted in July 2008.
 DJ8644
 DJ8644.Photographs are available for this station.
 DJ8644
 DJ8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8644
 DJ8644.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8644
 DJ8644.The ellipsoidal height was determined by GPS observations
 DJ8644.and is referenced to NAD 83.
 DJ8644
 DJ8644.The dynamic height is computed by dividing the NAVD 88
 DJ8644.geopotential number by the normal gravity value computed on the
 DJ8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8644.degrees latitude (g = 980.6199 gals.).
 DJ8644
 DJ8644.The modeled gravity was interpolated from observed gravity values.
 DJ8644
 DJ8644. The following values were computed from the NAD 83(2007) position.
 DJ8644
 DJ8644;                    North         East     Units Scale Factor Converg.
 DJ8644;SPC MN S     -   386,319.243   589,145.278   MT  1.00008846   -1 53 33.6
 DJ8644;SPC MN S     - 1,267,449.05  1,932,887.47   sFT  1.00008846   -1 53 33.6
 DJ8644;UTM  14      - 5,046,107.268   679,529.366   MT  0.99999628   +1 38 31.3
 DJ8644
 DJ8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8644!SPC MN S     -   0.99995062  x   1.00008846  =   1.00003908
 DJ8644!UTM  14      -   0.99995062  x   0.99999628  =   0.99994690
 DJ8644
 DJ8644                          SUPERSEDED SURVEY CONTROL
 DJ8644
 DJ8644  NAD 83(1996)-  45 32 43.25731(N)    096 42 00.78883(W) AD(       ) 1
 DJ8644  ELLIP H (03/06/08)  315.001  (m)                       GP(       ) 3 1
 DJ8644  NAVD 88 (03/06/08)  340.95   (m)         1118.6    (f) LEVELING    3  
 DJ8644
 DJ8644.Superseded values are not recommended for survey control.
 DJ8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8644.See file dsdata.txt to determine how the superseded data were derived.
 DJ8644
 DJ8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7952946107(NAD 83)
 DJ8644
 DJ8644_MARKER: DB = BENCH MARK DISK
 DJ8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8644_STAMPING: 0609 B 1956
 DJ8644_MARK LOGO: MNHD  
 DJ8644_PROJECTION: RECESSED 3 CENTIMETERS
 DJ8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8644+STABILITY: SURFACE MOTION
 DJ8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8644+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DJ8644
 DJ8644  HISTORY     - Date     Condition        Report By
 DJ8644  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8644  HISTORY     - 20051018 GOOD             MNDT
 DJ8644  HISTORY     - 20060321 GOOD             MNDT
 DJ8644
 DJ8644                          STATION DESCRIPTION
 DJ8644
 DJ8644'DESCRIBED BY MN HIGHWAY DEPT 1956
 DJ8644'1 MILE SOUTH OF BEARDSLEY, 0.9 MILES SOUTH ALONG TRUNK HIGHWAY 7 FROM
 DJ8644'JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, AT
 DJ8644'TRUNK HIGHWAY 7 MILEPOINT 0.9, 73 FEET WEST OF TRUNK HIGHWAY 7, 25.0
 DJ8644'FEET NORTH OF FIELD ENTRANCE, 19.5 FEET SOUTH OF CABLE BOX NUMBER
 DJ8644'0105, 0.6 FEET NORTHEAST OF WITNESS POST.
 DJ8644
 DJ8644                          STATION RECOVERY (2005)
 DJ8644
 DJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ8644'RECOVERED AS DESCRIBED.
 DJ8644
 DJ8644                          STATION RECOVERY (2006)
 DJ8644
 DJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8644'1.0 MI (1.6 KM) SOUTH OF BEARDSLEY, 0.9 MI (1.4 KM) SOUTH ALONG TRUNK
 DJ8644'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8644'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 0.9, 73 FT (22.3 M) WEST
 DJ8644'OF TRUNK HIGHWAY 7, 25.0 FT (7.6 M) NORTH OF A FIELD ENTRANCE, 19.5 FT
 DJ8644'(5.9 M) SOUTH OF CABLE BOX NUMBER 0105, 0.6 FT (0.2 M) NORTHEAST OF A
 DJ8644'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8642 ***********************************************************************
 DJ8642  DESIGNATION -  0609 D
 DJ8642  PID         -  DJ8642
 DJ8642  STATE/COUNTY-  MN/BIG STONE
 DJ8642  COUNTRY     -  US
 DJ8642  USGS QUAD   -  BEARDSLEY (1974)
 DJ8642
 DJ8642                         *CURRENT SURVEY CONTROL
 DJ8642  ______________________________________________________________________
 DJ8642* NAD 83(1986) POSITION- 45 30 57.     (N) 096 41 58.     (W)   SCALED    
 DJ8642* NAVD 88 ORTHO HEIGHT -   337.753  (meters)    1108.11  (feet) ADJUSTED  
 DJ8642  ______________________________________________________________________
 DJ8642  GEOID HEIGHT    -        -25.96  (meters)                     GEOID09
 DJ8642  DYNAMIC HEIGHT  -        337.736 (meters)     1108.06  (feet) COMP
 DJ8642  MODELED GRAVITY -    980,557.3   (mgal)                       NAVD 88
 DJ8642
 DJ8642  VERT ORDER      -  SECOND    CLASS I
 DJ8642
 DJ8642.The horizontal coordinates were scaled from a topographic map and have
 DJ8642.an estimated accuracy of +/- 6 seconds.
 DJ8642.
 DJ8642.The orthometric height was determined by differential leveling and
 DJ8642.adjusted in July 2008.
 DJ8642
 DJ8642.The dynamic height is computed by dividing the NAVD 88
 DJ8642.geopotential number by the normal gravity value computed on the
 DJ8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8642.degrees latitude (g = 980.6199 gals.).
 DJ8642
 DJ8642.The modeled gravity was interpolated from observed gravity values.
 DJ8642
 DJ8642;                    North         East    Units  Estimated Accuracy
 DJ8642;SPC MN S     -   383,040.      589,100.      MT  (+/- 180 meters Scaled)
 DJ8642
 DJ8642                          SUPERSEDED SURVEY CONTROL
 DJ8642
 DJ8642.No superseded survey control is available for this station.
 DJ8642
 DJ8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR796428(NAD 83)
 DJ8642
 DJ8642_MARKER: DB = BENCH MARK DISK
 DJ8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8642_STAMPING: 0609 D 1956
 DJ8642_MARK LOGO: MNHD  
 DJ8642_PROJECTION: FLUSH
 DJ8642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8642+STABILITY: SURFACE MOTION
 DJ8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8642+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8642
 DJ8642  HISTORY     - Date     Condition        Report By
 DJ8642  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8642  HISTORY     - 20060322 GOOD             MNDT
 DJ8642
 DJ8642                          STATION DESCRIPTION
 DJ8642
 DJ8642'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8642'3.0 MI (4.8 KM) SOUTH OF BEARDSLEY, 3.0 MI (4.8 KM) SOUTH ALONG TRUNK
 DJ8642'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8642'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 2.95, 87 FT (26.5 M)
 DJ8642'EAST OF TRUNK HIGHWAY 7 ON EAST/WEST FENCE LINE, 40.0 FT (12.2 M)
 DJ8642'NORTH OF TELEPHONE PEDESTAL, 24.4 FT (7.4 M) NORTH OF A FIELD
 DJ8642'ENTRANCE, 0.6 FT (0.2 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8659 ***********************************************************************
 DJ8659  DESIGNATION -  0609 EE
 DJ8659  PID         -  DJ8659
 DJ8659  STATE/COUNTY-  MN/BIG STONE
 DJ8659  COUNTRY     -  US
 DJ8659  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8659
 DJ8659                         *CURRENT SURVEY CONTROL
 DJ8659  ______________________________________________________________________
 DJ8659* NAD 83(1986) POSITION- 45 28 20.     (N) 096 41 55.     (W)   SCALED    
 DJ8659* NAVD 88 ORTHO HEIGHT -   334.383  (meters)    1097.05  (feet) ADJUSTED  
 DJ8659  ______________________________________________________________________
 DJ8659  GEOID HEIGHT    -        -25.95  (meters)                     GEOID09
 DJ8659  DYNAMIC HEIGHT  -        334.365 (meters)     1097.00  (feet) COMP
 DJ8659  MODELED GRAVITY -    980,554.6   (mgal)                       NAVD 88
 DJ8659
 DJ8659  VERT ORDER      -  SECOND    CLASS I
 DJ8659
 DJ8659.The horizontal coordinates were scaled from a topographic map and have
 DJ8659.an estimated accuracy of +/- 6 seconds.
 DJ8659.
 DJ8659.The orthometric height was determined by differential leveling and
 DJ8659.adjusted in July 2008.
 DJ8659
 DJ8659.Photographs are available for this station.
 DJ8659
 DJ8659.The dynamic height is computed by dividing the NAVD 88
 DJ8659.geopotential number by the normal gravity value computed on the
 DJ8659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8659.degrees latitude (g = 980.6199 gals.).
 DJ8659
 DJ8659.The modeled gravity was interpolated from observed gravity values.
 DJ8659
 DJ8659;                    North         East    Units  Estimated Accuracy
 DJ8659;SPC MN S     -   378,190.      589,000.      MT  (+/- 180 meters Scaled)
 DJ8659
 DJ8659                          SUPERSEDED SURVEY CONTROL
 DJ8659
 DJ8659.No superseded survey control is available for this station.
 DJ8659
 DJ8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR798379(NAD 83)
 DJ8659
 DJ8659_MARKER: DB = BENCH MARK DISK
 DJ8659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8659_STAMPING: 0609 EE 1956
 DJ8659_MARK LOGO: MNHD  
 DJ8659_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8659+STABILITY: SURFACE MOTION
 DJ8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8659+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8659
 DJ8659  HISTORY     - Date     Condition        Report By
 DJ8659  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8659  HISTORY     - 20060322 GOOD             MNDT
 DJ8659
 DJ8659                          STATION DESCRIPTION
 DJ8659
 DJ8659'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8659'6.0 MI (9.7 KM) SOUTH OF BEARDSLEY, 5.95 MI (9.6 KM) SOUTH ALONG TRUNK
 DJ8659'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8659'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 5.95, 115 FT (35.1 M)
 DJ8659'EAST OF TRUNK HIGHWAY 7, 31.5 FT (9.6 M) NORTH OF SECTION LINE ROAD,
 DJ8659'0.7 FT (0.2 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8660 ***********************************************************************
 DJ8660  DESIGNATION -  0609 FF
 DJ8660  PID         -  DJ8660
 DJ8660  STATE/COUNTY-  MN/BIG STONE
 DJ8660  COUNTRY     -  US
 DJ8660  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8660
 DJ8660                         *CURRENT SURVEY CONTROL
 DJ8660  ______________________________________________________________________
 DJ8660* NAD 83(1986) POSITION- 45 29 11.     (N) 096 41 59.     (W)   SCALED    
 DJ8660* NAVD 88 ORTHO HEIGHT -   335.928  (meters)    1102.12  (feet) ADJUSTED  
 DJ8660  ______________________________________________________________________
 DJ8660  GEOID HEIGHT    -        -25.95  (meters)                     GEOID09
 DJ8660  DYNAMIC HEIGHT  -        335.911 (meters)     1102.07  (feet) COMP
 DJ8660  MODELED GRAVITY -    980,556.2   (mgal)                       NAVD 88
 DJ8660
 DJ8660  VERT ORDER      -  SECOND    CLASS I
 DJ8660
 DJ8660.The horizontal coordinates were scaled from a topographic map and have
 DJ8660.an estimated accuracy of +/- 6 seconds.
 DJ8660.
 DJ8660.The orthometric height was determined by differential leveling and
 DJ8660.adjusted in July 2008.
 DJ8660
 DJ8660.Photographs are available for this station.
 DJ8660
 DJ8660.The dynamic height is computed by dividing the NAVD 88
 DJ8660.geopotential number by the normal gravity value computed on the
 DJ8660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8660.degrees latitude (g = 980.6199 gals.).
 DJ8660
 DJ8660.The modeled gravity was interpolated from observed gravity values.
 DJ8660
 DJ8660;                    North         East    Units  Estimated Accuracy
 DJ8660;SPC MN S     -   379,770.      588,970.      MT  (+/- 180 meters Scaled)
 DJ8660
 DJ8660                          SUPERSEDED SURVEY CONTROL
 DJ8660
 DJ8660.No superseded survey control is available for this station.
 DJ8660
 DJ8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR797395(NAD 83)
 DJ8660
 DJ8660_MARKER: DB = BENCH MARK DISK
 DJ8660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8660_STAMPING: 0609 FF 1956
 DJ8660_MARK LOGO: MNHD  
 DJ8660_PROJECTION: FLUSH
 DJ8660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8660+STABILITY: SURFACE MOTION
 DJ8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8660+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8660
 DJ8660  HISTORY     - Date     Condition        Report By
 DJ8660  HISTORY     - 1956     MONUMENTED       MNHD
 DJ8660  HISTORY     - 20060322 GOOD             MNDT
 DJ8660
 DJ8660                          STATION DESCRIPTION
 DJ8660
 DJ8660'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8660'AT SOUTHWEST CORNER OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 DJ8660'58, 4.95 MI (8.0 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 DJ8660'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28 AT BEARDSLEY, 176 FT (53.6 M)
 DJ8660'WEST OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 4.95, 32 FT
 DJ8660'(9.8 M) SOUTH OF COUNTY ROAD 58, 80.6 FT (24.6 M) SOUTH-SOUTHWEST OF A
 DJ8660'POWER POLE, 0.7 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8661 ***********************************************************************
 DJ8661  DESIGNATION -  0609 GG
 DJ8661  PID         -  DJ8661
 DJ8661  STATE/COUNTY-  MN/BIG STONE
 DJ8661  COUNTRY     -  US
 DJ8661  USGS QUAD   -  BEARDSLEY (1974)
 DJ8661
 DJ8661                         *CURRENT SURVEY CONTROL
 DJ8661  ______________________________________________________________________
 DJ8661* NAD 83(2007) POSITION- 45 30 06.24467(N) 096 41 56.99702(W)   ADJUSTED  
 DJ8661* NAD 83(2007) ELLIP HT-   313.119 (meters)        (07/09/09)   ADJUSTED
 DJ8661* NAD 83(2007) EPOCH   -  2002.00
 DJ8661* NAVD 88 ORTHO HEIGHT -   339.074  (meters)    1112.45  (feet) ADJUSTED  
 DJ8661  ______________________________________________________________________
 DJ8661  NAD 83(2007) X  -   -522,411.209 (meters)                     COMP
 DJ8661  NAD 83(2007) Y  - -4,447,633.484 (meters)                     COMP
 DJ8661  NAD 83(2007) Z  -  4,526,827.671 (meters)                     COMP
 DJ8661  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC09
 DJ8661  GEOID HEIGHT    -        -25.95  (meters)                     GEOID09
 DJ8661  DYNAMIC HEIGHT  -        339.057 (meters)     1112.39  (feet) COMP
 DJ8661  MODELED GRAVITY -    980,555.8   (mgal)                       NAVD 88
 DJ8661
 DJ8661  HORZ ORDER      -  FIRST
 DJ8661  VERT ORDER      -  SECOND    CLASS I
 DJ8661  ELLP ORDER      -  THIRD     CLASS I
 DJ8661
 DJ8661.The horizontal coordinates were established by GPS observations
 DJ8661.and adjusted by the National Geodetic Survey in July 2009.
 DJ8661
 DJ8661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ8661.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ8661
 DJ8661.The horizontal coordinates are valid at the epoch date displayed above
 DJ8661.which is a decimal equivalence of Year/Month/Day.
 DJ8661
 DJ8661.The orthometric height was determined by differential leveling and
 DJ8661.adjusted in July 2008.
 DJ8661
 DJ8661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ8661
 DJ8661.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ8661
 DJ8661.The ellipsoidal height was determined by GPS observations
 DJ8661.and is referenced to NAD 83.
 DJ8661
 DJ8661.The dynamic height is computed by dividing the NAVD 88
 DJ8661.geopotential number by the normal gravity value computed on the
 DJ8661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8661.degrees latitude (g = 980.6199 gals.).
 DJ8661
 DJ8661.The modeled gravity was interpolated from observed gravity values.
 DJ8661
 DJ8661. The following values were computed from the NAD 83(2007) position.
 DJ8661
 DJ8661;                    North         East     Units Scale Factor Converg.
 DJ8661;SPC MN S     -   381,471.341   589,067.459   MT  1.00007480   -1 53 30.9
 DJ8661;SPC MN S     - 1,251,543.89  1,932,632.16   sFT  1.00007480   -1 53 30.9
 DJ8661;UTM  14      - 5,041,264.199   679,750.512   MT  0.99999726   +1 38 29.6
 DJ8661
 DJ8661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ8661!SPC MN S     -   0.99995091  x   1.00007480  =   1.00002571
 DJ8661!UTM  14      -   0.99995091  x   0.99999726  =   0.99994817
 DJ8661
 DJ8661                          SUPERSEDED SURVEY CONTROL
 DJ8661
 DJ8661  NAD 83(1996)-  45 30 06.24411(N)    096 41 56.99655(W) AD(       ) 1
 DJ8661  ELLIP H (03/06/08)  313.153  (m)                       GP(       ) 3 1
 DJ8661  NAVD 88 (03/06/08)  339.1    (m)  GEOID03 model used   GPS OBS        
 DJ8661
 DJ8661.Superseded values are not recommended for survey control.
 DJ8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ8661.See file dsdata.txt to determine how the superseded data were derived.
 DJ8661
 DJ8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7975041264(NAD 83)
 DJ8661
 DJ8661_MARKER: DB = BENCH MARK DISK
 DJ8661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8661_STAMPING: 0609 GG 1956
 DJ8661_MARK LOGO: MNDT  
 DJ8661_PROJECTION: FLUSH
 DJ8661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8661+STABILITY: SURFACE MOTION
 DJ8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8661+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DJ8661
 DJ8661  HISTORY     - Date     Condition        Report By
 DJ8661  HISTORY     - 1956     MONUMENTED       MNDT
 DJ8661  HISTORY     - 20060322 GOOD             MNDT
 DJ8661
 DJ8661                          STATION DESCRIPTION
 DJ8661
 DJ8661'DESCRIBED BY MN DEPT OF TRANSP 1956
 DJ8661'4 MILES SOUTH-SOUTHEAST OF BEARDSLEY, 4.0 MILES SOUTH ALONG TRUNK
 DJ8661'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8661'NEAR BEARDSLEY, 71.2 FEET EAST OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 DJ8661'MILEPOINT 3.95, 66.6 FEET NORTH OF TELEPHONE PEDESTAL, 29.0 FEET NORTH
 DJ8661'OF COUNTY ROAD 70, 4.6 FEET WEST OF RIGHT OF WAY POST, 1.1 FEET SOUTH
 DJ8661'OF WITNESS POST.
 DJ8661
 DJ8661                          STATION RECOVERY (2006)
 DJ8661
 DJ8661'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8661'4.0 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DJ8661'HIGHWAY 7 AND TRUNK HIGHWAY 28 NEAR BEARDSLEY, 77.3 FT (23.6 M) EAST
 DJ8661'OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 3.95, 70 FT (21.3 M)
 DJ8661'EAST OF TRUNK HIGHWAY 103, 66.6 FT (20.3 M) NORTH OF TELEPHONE
 DJ8661'PEDESTAL, 29.0 FT (8.8 M) NORTH OF COUNTY ROAD 70, 4.6 FT (1.4 M) WEST
 DJ8661'OF RIGHT OF WAY POST, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8664 ***********************************************************************
 DJ8664  DESIGNATION -  0609 L
 DJ8664  PID         -  DJ8664
 DJ8664  STATE/COUNTY-  MN/BIG STONE
 DJ8664  COUNTRY     -  US
 DJ8664  USGS QUAD   -  ORTONVILLE (1971)
 DJ8664
 DJ8664                         *CURRENT SURVEY CONTROL
 DJ8664  ______________________________________________________________________
 DJ8664* NAD 83(1986) POSITION- 45 18 46.     (N) 096 27 05.     (W)   SCALED    
 DJ8664* NAVD 88 ORTHO HEIGHT -   314.044  (meters)    1030.33  (feet) ADJUSTED  
 DJ8664  ______________________________________________________________________
 DJ8664  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 DJ8664  DYNAMIC HEIGHT  -        314.024 (meters)     1030.26  (feet) COMP
 DJ8664  MODELED GRAVITY -    980,546.5   (mgal)                       NAVD 88
 DJ8664
 DJ8664  VERT ORDER      -  SECOND    CLASS I
 DJ8664
 DJ8664.The horizontal coordinates were scaled from a topographic map and have
 DJ8664.an estimated accuracy of +/- 6 seconds.
 DJ8664.
 DJ8664.The orthometric height was determined by differential leveling and
 DJ8664.adjusted in July 2008.
 DJ8664
 DJ8664.The dynamic height is computed by dividing the NAVD 88
 DJ8664.geopotential number by the normal gravity value computed on the
 DJ8664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8664.degrees latitude (g = 980.6199 gals.).
 DJ8664
 DJ8664.The modeled gravity was interpolated from observed gravity values.
 DJ8664
 DJ8664;                    North         East    Units  Estimated Accuracy
 DJ8664;SPC MN S     -   359,870.      607,800.      MT  (+/- 180 meters Scaled)
 DJ8664
 DJ8664                          SUPERSEDED SURVEY CONTROL
 DJ8664
 DJ8664.No superseded survey control is available for this station.
 DJ8664
 DJ8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR997208(NAD 83)
 DJ8664
 DJ8664_MARKER: DD = SURVEY DISK
 DJ8664_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ8664_SP_SET: RETAINING WALL
 DJ8664_STAMPING: 0609 L 2005
 DJ8664_MARK LOGO: MNDT  
 DJ8664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8664+STABILITY: SURFACE MOTION
 DJ8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8664+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8664
 DJ8664  HISTORY     - Date     Condition        Report By
 DJ8664  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8664
 DJ8664                          STATION DESCRIPTION
 DJ8664
 DJ8664'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8664'IN ORTONVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 32,
 DJ8664'AT TRUNK HIGHWAY 7 MILE POINT 25.1,
 DJ8664' 
 DJ8664'14.1 FT (4.3 M) SOUTHWEST OF TRUNK HIGHWAY 7, 12.5 FT (3.8 M)
 DJ8664'SOUTHEAST OF ENTRANCE, 7.8 FT (2.4 M) NORTHEAST OF DRIVEWAY, 1.4 FT
 DJ8664'(0.4 M) SOUTHEAST OF THE NORTHWEST CORNER OF WALL, 1.4 FT (0.4 M)
 DJ8664'SOUTHEAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8626 ***********************************************************************
 DJ8626  DESIGNATION -  0609 M
 DJ8626  PID         -  DJ8626
 DJ8626  STATE/COUNTY-  MN/BIG STONE
 DJ8626  COUNTRY     -  US
 DJ8626  USGS QUAD   -  ORTONVILLE (1971)
 DJ8626
 DJ8626                         *CURRENT SURVEY CONTROL
 DJ8626  ______________________________________________________________________
 DJ8626* NAD 83(1986) POSITION- 45 19 31.     (N) 096 27 36.     (W)   SCALED    
 DJ8626* NAVD 88 ORTHO HEIGHT -   307.301  (meters)    1008.20  (feet) ADJUSTED  
 DJ8626  ______________________________________________________________________
 DJ8626  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 DJ8626  DYNAMIC HEIGHT  -        307.282 (meters)     1008.14  (feet) COMP
 DJ8626  MODELED GRAVITY -    980,547.0   (mgal)                       NAVD 88
 DJ8626
 DJ8626  VERT ORDER      -  SECOND    CLASS I
 DJ8626
 DJ8626.The horizontal coordinates were scaled from a topographic map and have
 DJ8626.an estimated accuracy of +/- 6 seconds.
 DJ8626.
 DJ8626.The orthometric height was determined by differential leveling and
 DJ8626.adjusted in July 2008.
 DJ8626
 DJ8626.The dynamic height is computed by dividing the NAVD 88
 DJ8626.geopotential number by the normal gravity value computed on the
 DJ8626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8626.degrees latitude (g = 980.6199 gals.).
 DJ8626
 DJ8626.The modeled gravity was interpolated from observed gravity values.
 DJ8626
 DJ8626;                    North         East    Units  Estimated Accuracy
 DJ8626;SPC MN S     -   361,280.      607,160.      MT  (+/- 180 meters Scaled)
 DJ8626
 DJ8626                          SUPERSEDED SURVEY CONTROL
 DJ8626
 DJ8626.No superseded survey control is available for this station.
 DJ8626
 DJ8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR990222(NAD 83)
 DJ8626
 DJ8626_MARKER: DD = SURVEY DISK
 DJ8626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8626_STAMPING: 0609 M 2005
 DJ8626_MARK LOGO: MNDT  
 DJ8626_PROJECTION: FLUSH
 DJ8626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8626_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8626+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8626_ROD/PIPE-DEPTH:  6.1 meters
 DJ8626
 DJ8626  HISTORY     - Date     Condition        Report By
 DJ8626  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8626
 DJ8626                          STATION DESCRIPTION
 DJ8626
 DJ8626'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8626'IN ORTONVILLE, 2.1 MI (3.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 7 FROM
 DJ8626'THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 12 IN ORTONVILLE, AT
 DJ8626'TRUNK HIGHWAY 7 MILE POINT 24.1, 35.0 FT (10.7 M) NORTHWEST OF
 DJ8626'DRIVEWAY 39985, 22.4 FT (6.8 M) SOUTHWEST OF TRUNK HIGHWAY 7, 1.1 FT
 DJ8626'(0.3 M) NORTHEAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8627 ***********************************************************************
 DJ8627  DESIGNATION -  0609 N
 DJ8627  PID         -  DJ8627
 DJ8627  STATE/COUNTY-  MN/BIG STONE
 DJ8627  COUNTRY     -  US
 DJ8627  USGS QUAD   -  ORTONVILLE (1971)
 DJ8627
 DJ8627                         *CURRENT SURVEY CONTROL
 DJ8627  ______________________________________________________________________
 DJ8627* NAD 83(1986) POSITION- 45 20 20.     (N) 096 27 50.     (W)   SCALED    
 DJ8627* NAVD 88 ORTHO HEIGHT -   305.823  (meters)    1003.35  (feet) ADJUSTED  
 DJ8627  ______________________________________________________________________
 DJ8627  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DJ8627  DYNAMIC HEIGHT  -        305.804 (meters)     1003.29  (feet) COMP
 DJ8627  MODELED GRAVITY -    980,547.7   (mgal)                       NAVD 88
 DJ8627
 DJ8627  VERT ORDER      -  SECOND    CLASS I
 DJ8627
 DJ8627.The horizontal coordinates were scaled from a topographic map and have
 DJ8627.an estimated accuracy of +/- 6 seconds.
 DJ8627.
 DJ8627.The orthometric height was determined by differential leveling and
 DJ8627.adjusted in July 2008.
 DJ8627
 DJ8627.The dynamic height is computed by dividing the NAVD 88
 DJ8627.geopotential number by the normal gravity value computed on the
 DJ8627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8627.degrees latitude (g = 980.6199 gals.).
 DJ8627
 DJ8627.The modeled gravity was interpolated from observed gravity values.
 DJ8627
 DJ8627;                    North         East    Units  Estimated Accuracy
 DJ8627;SPC MN S     -   362,800.      606,900.      MT  (+/- 180 meters Scaled)
 DJ8627
 DJ8627                          SUPERSEDED SURVEY CONTROL
 DJ8627
 DJ8627.No superseded survey control is available for this station.
 DJ8627
 DJ8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR987237(NAD 83)
 DJ8627
 DJ8627_MARKER: DD = SURVEY DISK
 DJ8627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8627_STAMPING: 0609 N 2005
 DJ8627_MARK LOGO: MNDT  
 DJ8627_PROJECTION: FLUSH
 DJ8627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8627+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8627_ROD/PIPE-DEPTH:  4.0 meters
 DJ8627
 DJ8627  HISTORY     - Date     Condition        Report By
 DJ8627  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8627
 DJ8627                          STATION DESCRIPTION
 DJ8627
 DJ8627'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8627'1.0 MI (1.6 KM) NORTH OF ORTONVILLE, 2.9 MI (4.7 KM) NORTHWEST ALONG
 DJ8627'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8627'12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 23.2, 34.0 FT (10.4 M)
 DJ8627'SOUTHEAST OF A FIELD ENTRANCE, 33.0 FT (10.1 M) SOUTHWEST OF TRUNK
 DJ8627'HIGHWAY 7, 0.9 FT (0.3 M) NORTHWEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8645 ***********************************************************************
 DJ8645  DESIGNATION -  0609 P
 DJ8645  PID         -  DJ8645
 DJ8645  STATE/COUNTY-  MN/BIG STONE
 DJ8645  COUNTRY     -  US
 DJ8645  USGS QUAD   -  BEARDSLEY (1974)
 DJ8645
 DJ8645                         *CURRENT SURVEY CONTROL
 DJ8645  ______________________________________________________________________
 DJ8645* NAD 83(1986) POSITION- 45 33 32.46   (N) 096 42 01.06   (W)   HD_HELD1  
 DJ8645* NAVD 88 ORTHO HEIGHT -   331.843  (meters)    1088.72  (feet) ADJUSTED  
 DJ8645  ______________________________________________________________________
 DJ8645  GEOID HEIGHT    -        -25.99  (meters)                     GEOID09
 DJ8645  DYNAMIC HEIGHT  -        331.828 (meters)     1088.67  (feet) COMP
 DJ8645  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 DJ8645
 DJ8645  VERT ORDER      -  SECOND    CLASS I
 DJ8645
 DJ8645.The horizontal coordinates were established by differentially corrected
 DJ8645.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ8645.
 DJ8645.The orthometric height was determined by differential leveling and
 DJ8645.adjusted in July 2008.
 DJ8645
 DJ8645.The dynamic height is computed by dividing the NAVD 88
 DJ8645.geopotential number by the normal gravity value computed on the
 DJ8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8645.degrees latitude (g = 980.6199 gals.).
 DJ8645
 DJ8645.The modeled gravity was interpolated from observed gravity values.
 DJ8645
 DJ8645;                    North         East    Units  Estimated Accuracy
 DJ8645;SPC MN S     -   387,837.8     589,189.6     MT  (+/- 3 meters HH1 GPS) 
 DJ8645
 DJ8645                          SUPERSEDED SURVEY CONTROL
 DJ8645
 DJ8645.No superseded survey control is available for this station.
 DJ8645
 DJ8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7947947625(NAD 83)
 DJ8645
 DJ8645_MARKER: DD = SURVEY DISK
 DJ8645_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8645_STAMPING: 0609 P 2005
 DJ8645_MARK LOGO: MNDT  
 DJ8645_PROJECTION: FLUSH
 DJ8645_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8645+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DJ8645_ROD/PIPE-DEPTH: 12.2 meters
 DJ8645
 DJ8645  HISTORY     - Date     Condition        Report By
 DJ8645  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8645  HISTORY     - 20051018 GOOD             MNDT
 DJ8645
 DJ8645                          STATION DESCRIPTION
 DJ8645
 DJ8645'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8645'0.5 MI (0.8 KM) EAST OF BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 0.0,
 DJ8645'110.5 FT (33.7 M) NORTH OF TRUNK HIGHWAY 28, 77.6 FT (23.7 M) WEST OF
 DJ8645'TRUNK HIGHWAY 7 EXTENDED, 37.9 FT (11.6 M) NORTHWEST OF A POWER POLE,
 DJ8645'0.8 FT (0.2 M) SOUTH OF A WITNESS POST
 DJ8645
 DJ8645                          STATION RECOVERY (2005)
 DJ8645
 DJ8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ8645'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8643 ***********************************************************************
 DJ8643  DESIGNATION -  0609 Q
 DJ8643  PID         -  DJ8643
 DJ8643  STATE/COUNTY-  MN/BIG STONE
 DJ8643  COUNTRY     -  US
 DJ8643  USGS QUAD   -  BEARDSLEY (1974)
 DJ8643
 DJ8643                         *CURRENT SURVEY CONTROL
 DJ8643  ______________________________________________________________________
 DJ8643* NAD 83(1986) POSITION- 45 31 49.     (N) 096 41 59.     (W)   SCALED    
 DJ8643* NAVD 88 ORTHO HEIGHT -   341.820  (meters)    1121.45  (feet) ADJUSTED  
 DJ8643  ______________________________________________________________________
 DJ8643  GEOID HEIGHT    -        -25.97  (meters)                     GEOID09
 DJ8643  DYNAMIC HEIGHT  -        341.804 (meters)     1121.40  (feet) COMP
 DJ8643  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 DJ8643
 DJ8643  VERT ORDER      -  SECOND    CLASS I
 DJ8643
 DJ8643.The horizontal coordinates were scaled from a topographic map and have
 DJ8643.an estimated accuracy of +/- 6 seconds.
 DJ8643.
 DJ8643.The orthometric height was determined by differential leveling and
 DJ8643.adjusted in July 2008.
 DJ8643
 DJ8643.The dynamic height is computed by dividing the NAVD 88
 DJ8643.geopotential number by the normal gravity value computed on the
 DJ8643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8643.degrees latitude (g = 980.6199 gals.).
 DJ8643
 DJ8643.The modeled gravity was interpolated from observed gravity values.
 DJ8643
 DJ8643;                    North         East    Units  Estimated Accuracy
 DJ8643;SPC MN S     -   384,640.      589,130.      MT  (+/- 180 meters Scaled)
 DJ8643
 DJ8643                          SUPERSEDED SURVEY CONTROL
 DJ8643
 DJ8643.No superseded survey control is available for this station.
 DJ8643
 DJ8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR796444(NAD 83)
 DJ8643
 DJ8643_MARKER: DD = SURVEY DISK
 DJ8643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8643_STAMPING: 0609 Q 2005
 DJ8643_MARK LOGO: MNDT  
 DJ8643_PROJECTION: FLUSH
 DJ8643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8643+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8643_ROD/PIPE-DEPTH:  6.1 meters
 DJ8643
 DJ8643  HISTORY     - Date     Condition        Report By
 DJ8643  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8643
 DJ8643                          STATION DESCRIPTION
 DJ8643
 DJ8643'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8643'2.0 MI (3.2 KM) SOUTH OF BEARDSLEY, 1.95 MI (3.1 KM) SOUTH ALONG TRUNK
 DJ8643'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 28
 DJ8643'NEAR BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 1.95, 81.8 FT (24.9 M)
 DJ8643'WEST OF TRUNK HIGHWAY 7, 56.3 FT (17.2 M) SOUTH OF COUNTY ROAD 54,
 DJ8643'49.9 FT (15.2 M) NORTH-NORTHWEST OF CABLE MARKER BOX, 43.9 FT (13.4 M)
 DJ8643'EAST-SOUTHEAST OF A POWER POLE, 19.6 FT (6.0 M) SOUTH-SOUTHWEST OF
 DJ8643'CABLE MARKER BOX NUMBER 576, 0.9 FT (0.3 M) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8641 ***********************************************************************
 DJ8641  DESIGNATION -  0609 R
 DJ8641  PID         -  DJ8641
 DJ8641  STATE/COUNTY-  MN/BIG STONE
 DJ8641  COUNTRY     -  US
 DJ8641  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8641
 DJ8641                         *CURRENT SURVEY CONTROL
 DJ8641  ______________________________________________________________________
 DJ8641* NAD 83(1986) POSITION- 45 27 27.     (N) 096 41 54.     (W)   SCALED    
 DJ8641* NAVD 88 ORTHO HEIGHT -   339.605  (meters)    1114.19  (feet) ADJUSTED  
 DJ8641  ______________________________________________________________________
 DJ8641  GEOID HEIGHT    -        -25.94  (meters)                     GEOID09
 DJ8641  DYNAMIC HEIGHT  -        339.587 (meters)     1114.13  (feet) COMP
 DJ8641  MODELED GRAVITY -    980,552.9   (mgal)                       NAVD 88
 DJ8641
 DJ8641  VERT ORDER      -  SECOND    CLASS I
 DJ8641
 DJ8641.The horizontal coordinates were scaled from a topographic map and have
 DJ8641.an estimated accuracy of +/- 6 seconds.
 DJ8641.
 DJ8641.The orthometric height was determined by differential leveling and
 DJ8641.adjusted in July 2008.
 DJ8641
 DJ8641.The dynamic height is computed by dividing the NAVD 88
 DJ8641.geopotential number by the normal gravity value computed on the
 DJ8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8641.degrees latitude (g = 980.6199 gals.).
 DJ8641
 DJ8641.The modeled gravity was interpolated from observed gravity values.
 DJ8641
 DJ8641;                    North         East    Units  Estimated Accuracy
 DJ8641;SPC MN S     -   376,560.      588,970.      MT  (+/- 180 meters Scaled)
 DJ8641
 DJ8641                          SUPERSEDED SURVEY CONTROL
 DJ8641
 DJ8641.No superseded survey control is available for this station.
 DJ8641
 DJ8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR799363(NAD 83)
 DJ8641
 DJ8641_MARKER: DD = SURVEY DISK
 DJ8641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8641_STAMPING: 0609 R 2005
 DJ8641_MARK LOGO: MNDT  
 DJ8641_PROJECTION: FLUSH
 DJ8641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8641+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8641_ROD/PIPE-DEPTH:  7.6 meters
 DJ8641
 DJ8641  HISTORY     - Date     Condition        Report By
 DJ8641  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8641
 DJ8641                          STATION DESCRIPTION
 DJ8641
 DJ8641'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8641'7.0 MI (11.3 KM) SOUTH OF BEARDSLEY, 7.0 MI (11.3 KM) SOUTH ALONG
 DJ8641'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8641'28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 7.0, 100.8 FT (30.7 M)
 DJ8641'EAST OF TRUNK HIGHWAY 7, 56.6 FT (17.3 M) SOUTH OF COUNTY ROAD 6, 25.4
 DJ8641'FT (7.7 M) EAST-SOUTHEAST OF A POWER POLE WITH GUY WIRE, 0.8 FT (0.2
 DJ8641'M) WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8640 ***********************************************************************
 DJ8640  DESIGNATION -  0609 S
 DJ8640  PID         -  DJ8640
 DJ8640  STATE/COUNTY-  MN/BIG STONE
 DJ8640  COUNTRY     -  US
 DJ8640  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8640
 DJ8640                         *CURRENT SURVEY CONTROL
 DJ8640  ______________________________________________________________________
 DJ8640* NAD 83(1986) POSITION- 45 26 35.     (N) 096 41 54.     (W)   SCALED    
 DJ8640* NAVD 88 ORTHO HEIGHT -   340.158  (meters)    1116.00  (feet) ADJUSTED  
 DJ8640  ______________________________________________________________________
 DJ8640  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DJ8640  DYNAMIC HEIGHT  -        340.139 (meters)     1115.94  (feet) COMP
 DJ8640  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 DJ8640
 DJ8640  VERT ORDER      -  SECOND    CLASS I
 DJ8640
 DJ8640.The horizontal coordinates were scaled from a topographic map and have
 DJ8640.an estimated accuracy of +/- 6 seconds.
 DJ8640.
 DJ8640.The orthometric height was determined by differential leveling and
 DJ8640.adjusted in July 2008.
 DJ8640
 DJ8640.The dynamic height is computed by dividing the NAVD 88
 DJ8640.geopotential number by the normal gravity value computed on the
 DJ8640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8640.degrees latitude (g = 980.6199 gals.).
 DJ8640
 DJ8640.The modeled gravity was interpolated from observed gravity values.
 DJ8640
 DJ8640;                    North         East    Units  Estimated Accuracy
 DJ8640;SPC MN S     -   374,950.      588,920.      MT  (+/- 180 meters Scaled)
 DJ8640
 DJ8640                          SUPERSEDED SURVEY CONTROL
 DJ8640
 DJ8640.No superseded survey control is available for this station.
 DJ8640
 DJ8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR800347(NAD 83)
 DJ8640
 DJ8640_MARKER: DD = SURVEY DISK
 DJ8640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8640_STAMPING: 0609 S 2005
 DJ8640_MARK LOGO: MNDT  
 DJ8640_PROJECTION: FLUSH
 DJ8640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8640+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8640_ROD/PIPE-DEPTH:  6.1 meters
 DJ8640
 DJ8640  HISTORY     - Date     Condition        Report By
 DJ8640  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8640
 DJ8640                          STATION DESCRIPTION
 DJ8640
 DJ8640'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8640'8.0 MI (12.9 KM) SOUTH OF BEARDSLEY, 7.98 MI (12.8 KM) SOUTH ALONG
 DJ8640'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8640'28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 8.0, 108.7 FT (33.1 M)
 DJ8640'EAST OF TRUNK HIGHWAY 7, 66.7 FT (20.3 M) NORTHEAST OF RIGHT OF WAY
 DJ8640'POST, 33.7 FT (10.3 M) SOUTH OF TRAILS END ROAD, 13.7 FT (4.2 M) WEST
 DJ8640'OF A FIELD ENTRANCE, 1.1 FT (0.3 M) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8639 ***********************************************************************
 DJ8639  DESIGNATION -  0609 T
 DJ8639  PID         -  DJ8639
 DJ8639  STATE/COUNTY-  MN/BIG STONE
 DJ8639  COUNTRY     -  US
 DJ8639  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8639
 DJ8639                         *CURRENT SURVEY CONTROL
 DJ8639  ______________________________________________________________________
 DJ8639* NAD 83(1986) POSITION- 45 25 50.     (N) 096 41 43.     (W)   SCALED    
 DJ8639* NAVD 88 ORTHO HEIGHT -   337.666  (meters)    1107.83  (feet) ADJUSTED  
 DJ8639  ______________________________________________________________________
 DJ8639  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DJ8639  DYNAMIC HEIGHT  -        337.647 (meters)     1107.76  (feet) COMP
 DJ8639  MODELED GRAVITY -    980,549.4   (mgal)                       NAVD 88
 DJ8639
 DJ8639  VERT ORDER      -  SECOND    CLASS I
 DJ8639
 DJ8639.The horizontal coordinates were scaled from a topographic map and have
 DJ8639.an estimated accuracy of +/- 6 seconds.
 DJ8639.
 DJ8639.The orthometric height was determined by differential leveling and
 DJ8639.adjusted in July 2008.
 DJ8639
 DJ8639.The dynamic height is computed by dividing the NAVD 88
 DJ8639.geopotential number by the normal gravity value computed on the
 DJ8639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8639.degrees latitude (g = 980.6199 gals.).
 DJ8639
 DJ8639.The modeled gravity was interpolated from observed gravity values.
 DJ8639
 DJ8639;                    North         East    Units  Estimated Accuracy
 DJ8639;SPC MN S     -   373,550.      589,110.      MT  (+/- 180 meters Scaled)
 DJ8639
 DJ8639                          SUPERSEDED SURVEY CONTROL
 DJ8639
 DJ8639.No superseded survey control is available for this station.
 DJ8639
 DJ8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR802333(NAD 83)
 DJ8639
 DJ8639_MARKER: DD = SURVEY DISK
 DJ8639_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8639_STAMPING: 0609 T 2005
 DJ8639_MARK LOGO: MNDT  
 DJ8639_PROJECTION: FLUSH
 DJ8639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8639+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8639_ROD/PIPE-DEPTH:  7.6 meters
 DJ8639
 DJ8639  HISTORY     - Date     Condition        Report By
 DJ8639  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8639
 DJ8639                          STATION DESCRIPTION
 DJ8639
 DJ8639'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8639'8.9 MI (14.3 KM) SOUTH OF BEARDSLEY, 8.9 MI (14.3 KM) SOUTH ALONG
 DJ8639'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 DJ8639'28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 8.9, 68.9 FT (21.0 M)
 DJ8639'SOUTHWEST OF TRUNK HIGHWAY 7, 59.9 FT (18.3 M) NORTH-NORTHEAST OF
 DJ8639'DRIVEWAY NUMBER 32793, 14.1 FT (4.3 M) NORTH OF CABLE PEDESTAL 119,
 DJ8639'1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8637 ***********************************************************************
 DJ8637  DESIGNATION -  0609 U
 DJ8637  PID         -  DJ8637
 DJ8637  STATE/COUNTY-  MN/BIG STONE
 DJ8637  COUNTRY     -  US
 DJ8637  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8637
 DJ8637                         *CURRENT SURVEY CONTROL
 DJ8637  ______________________________________________________________________
 DJ8637* NAD 83(1986) POSITION- 45 24 59.     (N) 096 39 26.     (W)   SCALED    
 DJ8637* NAVD 88 ORTHO HEIGHT -   309.581  (meters)    1015.68  (feet) ADJUSTED  
 DJ8637  ______________________________________________________________________
 DJ8637  GEOID HEIGHT    -        -25.97  (meters)                     GEOID09
 DJ8637  DYNAMIC HEIGHT  -        309.563 (meters)     1015.62  (feet) COMP
 DJ8637  MODELED GRAVITY -    980,547.6   (mgal)                       NAVD 88
 DJ8637
 DJ8637  VERT ORDER      -  SECOND    CLASS I
 DJ8637
 DJ8637.The horizontal coordinates were scaled from a topographic map and have
 DJ8637.an estimated accuracy of +/- 6 seconds.
 DJ8637.
 DJ8637.The orthometric height was determined by differential leveling and
 DJ8637.adjusted in July 2008.
 DJ8637
 DJ8637.The dynamic height is computed by dividing the NAVD 88
 DJ8637.geopotential number by the normal gravity value computed on the
 DJ8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8637.degrees latitude (g = 980.6199 gals.).
 DJ8637
 DJ8637.The modeled gravity was interpolated from observed gravity values.
 DJ8637
 DJ8637;                    North         East    Units  Estimated Accuracy
 DJ8637;SPC MN S     -   371,880.      592,040.      MT  (+/- 180 meters Scaled)
 DJ8637
 DJ8637                          SUPERSEDED SURVEY CONTROL
 DJ8637
 DJ8637.No superseded survey control is available for this station.
 DJ8637
 DJ8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR833318(NAD 83)
 DJ8637
 DJ8637_MARKER: DD = SURVEY DISK
 DJ8637_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8637_STAMPING: 0609 U 2005
 DJ8637_MARK LOGO: MNDT  
 DJ8637_PROJECTION: FLUSH
 DJ8637_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8637+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8637_ROD/PIPE-DEPTH: 13.7 meters
 DJ8637
 DJ8637  HISTORY     - Date     Condition        Report By
 DJ8637  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8637
 DJ8637                          STATION DESCRIPTION
 DJ8637
 DJ8637'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8637'10.0 MI (16.1 KM) SOUTH-SOUTHEAST OF BEARDSLEY, 11.15 MI (17.9 KM)
 DJ8637'SOUTH ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND
 DJ8637'TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 11.15,
 DJ8637'69.7 FT (21.2 M) NORTH OF TRUNK HIGHWAY 7, 37.9 FT (11.6 M) WEST OF
 DJ8637'COUNTY ROAD 53, 10.2 FT (3.1 M) NORTH OF ENTRANCE, 0.8 FT (0.2 M)
 DJ8637'SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8636 ***********************************************************************
 DJ8636  DESIGNATION -  0609 V
 DJ8636  PID         -  DJ8636
 DJ8636  STATE/COUNTY-  MN/BIG STONE
 DJ8636  COUNTRY     -  US
 DJ8636  USGS QUAD   -  BIG STONE LAKE WEST (1971)
 DJ8636
 DJ8636                         *CURRENT SURVEY CONTROL
 DJ8636  ______________________________________________________________________
 DJ8636* NAD 83(1986) POSITION- 45 24 58.     (N) 096 38 11.     (W)   SCALED    
 DJ8636* NAVD 88 ORTHO HEIGHT -   305.349  (meters)    1001.80  (feet) ADJUSTED  
 DJ8636  ______________________________________________________________________
 DJ8636  GEOID HEIGHT    -        -25.99  (meters)                     GEOID09
 DJ8636  DYNAMIC HEIGHT  -        305.331 (meters)     1001.74  (feet) COMP
 DJ8636  MODELED GRAVITY -    980,547.8   (mgal)                       NAVD 88
 DJ8636
 DJ8636  VERT ORDER      -  SECOND    CLASS I
 DJ8636
 DJ8636.The horizontal coordinates were scaled from a topographic map and have
 DJ8636.an estimated accuracy of +/- 6 seconds.
 DJ8636.
 DJ8636.The orthometric height was determined by differential leveling and
 DJ8636.adjusted in July 2008.
 DJ8636
 DJ8636.The dynamic height is computed by dividing the NAVD 88
 DJ8636.geopotential number by the normal gravity value computed on the
 DJ8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8636.degrees latitude (g = 980.6199 gals.).
 DJ8636
 DJ8636.The modeled gravity was interpolated from observed gravity values.
 DJ8636
 DJ8636;                    North         East    Units  Estimated Accuracy
 DJ8636;SPC MN S     -   371,800.      593,670.      MT  (+/- 180 meters Scaled)
 DJ8636
 DJ8636                          SUPERSEDED SURVEY CONTROL
 DJ8636
 DJ8636.No superseded survey control is available for this station.
 DJ8636
 DJ8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR849318(NAD 83)
 DJ8636
 DJ8636_MARKER: DD = SURVEY DISK
 DJ8636_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8636_STAMPING: 0609 V 2005
 DJ8636_MARK LOGO: MNDT  
 DJ8636_PROJECTION: FLUSH
 DJ8636_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8636+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8636_ROD/PIPE-DEPTH: 12.2 meters
 DJ8636
 DJ8636  HISTORY     - Date     Condition        Report By
 DJ8636  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8636
 DJ8636                          STATION DESCRIPTION
 DJ8636
 DJ8636'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8636'10.5 MI (16.9 KM) SOUTH-SOUTHEAST OF BEARDSLEY, 12.15 MI (19.5 KM)
 DJ8636'SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7
 DJ8636'AND TRUNK HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT
 DJ8636'12.15, 83.0 FT (25.3 M) WEST OF COUNTY ROAD 3, 46.5 FT (14.2 M) NORTH
 DJ8636'OF TRUNK HIGHWAY 7, 8.9 FT (2.7 M) EAST OF A POWER POLE, 0.9 FT (0.3
 DJ8636'M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8635 ***********************************************************************
 DJ8635  DESIGNATION -  0609 W
 DJ8635  PID         -  DJ8635
 DJ8635  STATE/COUNTY-  MN/BIG STONE
 DJ8635  COUNTRY     -  US
 DJ8635  USGS QUAD   -  BIG STONE LAKE EAST (1971)
 DJ8635
 DJ8635                         *CURRENT SURVEY CONTROL
 DJ8635  ______________________________________________________________________
 DJ8635* NAD 83(1986) POSITION- 45 24 57.     (N) 096 37 04.     (W)   SCALED    
 DJ8635* NAVD 88 ORTHO HEIGHT -   313.769  (meters)    1029.42  (feet) ADJUSTED  
 DJ8635  ______________________________________________________________________
 DJ8635  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 DJ8635  DYNAMIC HEIGHT  -        313.750 (meters)     1029.36  (feet) COMP
 DJ8635  MODELED GRAVITY -    980,548.3   (mgal)                       NAVD 88
 DJ8635
 DJ8635  VERT ORDER      -  SECOND    CLASS I
 DJ8635
 DJ8635.The horizontal coordinates were scaled from a topographic map and have
 DJ8635.an estimated accuracy of +/- 6 seconds.
 DJ8635.
 DJ8635.The orthometric height was determined by differential leveling and
 DJ8635.adjusted in July 2008.
 DJ8635
 DJ8635.The dynamic height is computed by dividing the NAVD 88
 DJ8635.geopotential number by the normal gravity value computed on the
 DJ8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8635.degrees latitude (g = 980.6199 gals.).
 DJ8635
 DJ8635.The modeled gravity was interpolated from observed gravity values.
 DJ8635
 DJ8635;                    North         East    Units  Estimated Accuracy
 DJ8635;SPC MN S     -   371,720.      595,120.      MT  (+/- 180 meters Scaled)
 DJ8635
 DJ8635                          SUPERSEDED SURVEY CONTROL
 DJ8635
 DJ8635.No superseded survey control is available for this station.
 DJ8635
 DJ8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR863319(NAD 83)
 DJ8635
 DJ8635_MARKER: DD = SURVEY DISK
 DJ8635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8635_STAMPING: 0609 W 2005
 DJ8635_MARK LOGO: MNDT  
 DJ8635_PROJECTION: FLUSH
 DJ8635_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8635_ROD/PIPE-DEPTH: 15.2 meters
 DJ8635
 DJ8635  HISTORY     - Date     Condition        Report By
 DJ8635  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8635
 DJ8635                          STATION DESCRIPTION
 DJ8635
 DJ8635'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8635'11.0 MI (17.7 KM) SOUTHEAST OF BEARDSLEY, 13.05 MI (21.0 KM) SOUTHEAST
 DJ8635'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8635'HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 13.05, 0.1 MI
 DJ8635'(0.2 KM) WEST OF 820TH AVENUE, 44.6 FT (13.6 M) NORTH OF TRUNK HIGHWAY
 DJ8635'7, 16.9 FT (5.2 M) EAST OF ORCHARD ENTRANCE, 8.6 FT (2.6 M) NORTH OF
 DJ8635'CABLE BOX, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8634 ***********************************************************************
 DJ8634  DESIGNATION -  0609 X
 DJ8634  PID         -  DJ8634
 DJ8634  STATE/COUNTY-  MN/BIG STONE
 DJ8634  COUNTRY     -  US
 DJ8634  USGS QUAD   -  BIG STONE LAKE EAST (1971)
 DJ8634
 DJ8634                         *CURRENT SURVEY CONTROL
 DJ8634  ______________________________________________________________________
 DJ8634* NAD 83(1986) POSITION- 45 23 37.     (N) 096 33 57.     (W)   SCALED    
 DJ8634* NAVD 88 ORTHO HEIGHT -   307.729  (meters)    1009.61  (feet) ADJUSTED  
 DJ8634  ______________________________________________________________________
 DJ8634  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DJ8634  DYNAMIC HEIGHT  -        307.711 (meters)     1009.55  (feet) COMP
 DJ8634  MODELED GRAVITY -    980,548.1   (mgal)                       NAVD 88
 DJ8634
 DJ8634  VERT ORDER      -  SECOND    CLASS I
 DJ8634
 DJ8634.The horizontal coordinates were scaled from a topographic map and have
 DJ8634.an estimated accuracy of +/- 6 seconds.
 DJ8634.
 DJ8634.The orthometric height was determined by differential leveling and
 DJ8634.adjusted in July 2008.
 DJ8634
 DJ8634.The dynamic height is computed by dividing the NAVD 88
 DJ8634.geopotential number by the normal gravity value computed on the
 DJ8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8634.degrees latitude (g = 980.6199 gals.).
 DJ8634
 DJ8634.The modeled gravity was interpolated from observed gravity values.
 DJ8634
 DJ8634;                    North         East    Units  Estimated Accuracy
 DJ8634;SPC MN S     -   369,120.      599,110.      MT  (+/- 180 meters Scaled)
 DJ8634
 DJ8634                          SUPERSEDED SURVEY CONTROL
 DJ8634
 DJ8634.No superseded survey control is available for this station.
 DJ8634
 DJ8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR905295(NAD 83)
 DJ8634
 DJ8634_MARKER: DD = SURVEY DISK
 DJ8634_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8634_STAMPING: 0609 X 2005
 DJ8634_MARK LOGO: MNDT  
 DJ8634_PROJECTION: FLUSH
 DJ8634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8634+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8634_ROD/PIPE-DEPTH: 10.7 meters
 DJ8634
 DJ8634  HISTORY     - Date     Condition        Report By
 DJ8634  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8634
 DJ8634                          STATION DESCRIPTION
 DJ8634
 DJ8634'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8634'13.0 MI (20.9 KM) SOUTHEAST OF BEARDSLEY, 16.1 MI (25.9 KM) SOUTHEAST
 DJ8634'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8634'HIGHWAY 28 IN BEARDSLEY, AT TRUNK HIGHWAY 7 MILE POINT 16.1, 51.6 FT
 DJ8634'(15.7 M) EAST OF 353RD STREET, 30.4 FT (9.3 M) SOUTH OF TRUNK HIGHWAY
 DJ8634'7, 1.0 FT (0.3 M) NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8633 ***********************************************************************
 DJ8633  DESIGNATION -  0609 Y
 DJ8633  PID         -  DJ8633
 DJ8633  STATE/COUNTY-  MN/BIG STONE
 DJ8633  COUNTRY     -  US
 DJ8633  USGS QUAD   -  BIG STONE LAKE EAST (1971)
 DJ8633
 DJ8633                         *CURRENT SURVEY CONTROL
 DJ8633  ______________________________________________________________________
 DJ8633* NAD 83(1986) POSITION- 45 23 25.     (N) 096 33 11.     (W)   SCALED    
 DJ8633* NAVD 88 ORTHO HEIGHT -   307.262  (meters)    1008.08  (feet) ADJUSTED  
 DJ8633  ______________________________________________________________________
 DJ8633  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DJ8633  DYNAMIC HEIGHT  -        307.244 (meters)     1008.02  (feet) COMP
 DJ8633  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DJ8633
 DJ8633  VERT ORDER      -  SECOND    CLASS I
 DJ8633
 DJ8633.The horizontal coordinates were scaled from a topographic map and have
 DJ8633.an estimated accuracy of +/- 6 seconds.
 DJ8633.
 DJ8633.The orthometric height was determined by differential leveling and
 DJ8633.adjusted in July 2008.
 DJ8633
 DJ8633.The dynamic height is computed by dividing the NAVD 88
 DJ8633.geopotential number by the normal gravity value computed on the
 DJ8633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8633.degrees latitude (g = 980.6199 gals.).
 DJ8633
 DJ8633.The modeled gravity was interpolated from observed gravity values.
 DJ8633
 DJ8633;                    North         East    Units  Estimated Accuracy
 DJ8633;SPC MN S     -   368,720.      600,100.      MT  (+/- 180 meters Scaled)
 DJ8633
 DJ8633                          SUPERSEDED SURVEY CONTROL
 DJ8633
 DJ8633.No superseded survey control is available for this station.
 DJ8633
 DJ8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR915292(NAD 83)
 DJ8633
 DJ8633_MARKER: DD = SURVEY DISK
 DJ8633_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8633_STAMPING: 0609 Y 2005
 DJ8633_MARK LOGO: MNDT  
 DJ8633_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8633_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8633+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8633_ROD/PIPE-DEPTH:  6.1 meters
 DJ8633
 DJ8633  HISTORY     - Date     Condition        Report By
 DJ8633  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8633
 DJ8633                          STATION DESCRIPTION
 DJ8633
 DJ8633'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8633'7.5 MI (12.1 KM) NORTHWEST OF ORTONVILLE, 9.5 MI (15.3 KM) NORTHWEST
 DJ8633'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8633'HIGHWAY 12 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 16.8, 58.6 FT
 DJ8633'(17.9 M) WEST OF A POWER POLE, 51.6 FT (15.7 M) EAST OF DRIVEWAY
 DJ8633'NUMBER 36231, 35.4 FT (10.8 M) SOUTH OF TRUNK HIGHWAY 7, 0.9 FT (0.3
 DJ8633'M) NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8632 ***********************************************************************
 DJ8632  DESIGNATION -  0609 Z
 DJ8632  PID         -  DJ8632
 DJ8632  STATE/COUNTY-  MN/BIG STONE
 DJ8632  COUNTRY     -  US
 DJ8632  USGS QUAD   -  BIG STONE LAKE EAST (1971)
 DJ8632
 DJ8632                         *CURRENT SURVEY CONTROL
 DJ8632  ______________________________________________________________________
 DJ8632* NAD 83(1986) POSITION- 45 23 29.     (N) 096 32 01.     (W)   SCALED    
 DJ8632* NAVD 88 ORTHO HEIGHT -   315.351  (meters)    1034.61  (feet) ADJUSTED  
 DJ8632  ______________________________________________________________________
 DJ8632  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 DJ8632  DYNAMIC HEIGHT  -        315.332 (meters)     1034.55  (feet) COMP
 DJ8632  MODELED GRAVITY -    980,549.2   (mgal)                       NAVD 88
 DJ8632
 DJ8632  VERT ORDER      -  SECOND    CLASS I
 DJ8632
 DJ8632.The horizontal coordinates were scaled from a topographic map and have
 DJ8632.an estimated accuracy of +/- 6 seconds.
 DJ8632.
 DJ8632.The orthometric height was determined by differential leveling and
 DJ8632.adjusted in July 2008.
 DJ8632
 DJ8632.The dynamic height is computed by dividing the NAVD 88
 DJ8632.geopotential number by the normal gravity value computed on the
 DJ8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8632.degrees latitude (g = 980.6199 gals.).
 DJ8632
 DJ8632.The modeled gravity was interpolated from observed gravity values.
 DJ8632
 DJ8632;                    North         East    Units  Estimated Accuracy
 DJ8632;SPC MN S     -   368,800.      601,620.      MT  (+/- 180 meters Scaled)
 DJ8632
 DJ8632                          SUPERSEDED SURVEY CONTROL
 DJ8632
 DJ8632.No superseded survey control is available for this station.
 DJ8632
 DJ8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR930293(NAD 83)
 DJ8632
 DJ8632_MARKER: DD = SURVEY DISK
 DJ8632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ8632_STAMPING: 0609 Z 2005
 DJ8632_MARK LOGO: MNDT  
 DJ8632_PROJECTION: FLUSH
 DJ8632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8632+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2005
 DJ8632_ROD/PIPE-DEPTH:  6.7 meters
 DJ8632
 DJ8632  HISTORY     - Date     Condition        Report By
 DJ8632  HISTORY     - 20050922 MONUMENTED       MNDT
 DJ8632
 DJ8632                          STATION DESCRIPTION
 DJ8632
 DJ8632'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ8632'6.5 MI (10.5 KM) NORTHWEST OF ORTONVILLE, 8.5 MI (13.7 KM) NORTHWEST
 DJ8632'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DJ8632'HIGHWAY 28 IN ORTONVILLE, AT TRUNK HIGHWAY 7 MILE POINT 17.8, 120.9 FT
 DJ8632'(36.9 M) NORTH OF TRUNK HIGHWAY 7, 44.6 FT (13.6 M) EAST OF 780TH
 DJ8632'AVENUE, 4.1 FT (1.2 M) SOUTHWEST OF A FENCE CORNER, 1.1 FT (0.3 M)
 DJ8632'SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0593 ***********************************************************************
 PQ0593  DESIGNATION -  07 P 3 A
 PQ0593  PID         -  PQ0593
 PQ0593  STATE/COUNTY-  MN/BLUE EARTH
 PQ0593  COUNTRY     -  US
 PQ0593  USGS QUAD   -  MANKATO WEST (1993)
 PQ0593
 PQ0593                         *CURRENT SURVEY CONTROL
 PQ0593  ______________________________________________________________________
 PQ0593* NAD 83(1986) POSITION- 44 09 31.     (N) 094 02 01.     (W)   SCALED    
 PQ0593* NAVD 88 ORTHO HEIGHT -   243.392  (meters)     798.53  (feet) ADJUSTED  
 PQ0593  ______________________________________________________________________
 PQ0593  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PQ0593  DYNAMIC HEIGHT  -        243.357 (meters)      798.41  (feet) COMP
 PQ0593  MODELED GRAVITY -    980,465.8   (mgal)                       NAVD 88
 PQ0593
 PQ0593  VERT ORDER      -  SECOND    CLASS I
 PQ0593
 PQ0593.The horizontal coordinates were scaled from a topographic map and have
 PQ0593.an estimated accuracy of +/- 6 seconds.
 PQ0593.
 PQ0593.The orthometric height was determined by differential leveling and
 PQ0593.adjusted in June 1991.
 PQ0593
 PQ0593.The dynamic height is computed by dividing the NAVD 88
 PQ0593.geopotential number by the normal gravity value computed on the
 PQ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0593.degrees latitude (g = 980.6199 gals.).
 PQ0593
 PQ0593.The modeled gravity was interpolated from observed gravity values.
 PQ0593
 PQ0593;                    North         East    Units  Estimated Accuracy
 PQ0593;SPC MN S     -   228,740.      797,310.      MT  (+/- 180 meters Scaled)
 PQ0593
 PQ0593                          SUPERSEDED SURVEY CONTROL
 PQ0593
 PQ0593  NGVD 29 (??/??/92)  243.357  (m)          798.41   (f) ADJ UNCH    2 1
 PQ0593
 PQ0593.Superseded values are not recommended for survey control.
 PQ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0593.See file dsdata.txt to determine how the superseded data were derived.
 PQ0593
 PQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ173900(NAD 83)
 PQ0593
 PQ0593_MARKER: DB = BENCH MARK DISK
 PQ0593_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0593_SP_SET: CONCRETE STRUCTURE
 PQ0593_STAMPING: 07 P 3 A 1978
 PQ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0593+STABILITY: SURFACE MOTION
 PQ0593
 PQ0593  HISTORY     - Date     Condition        Report By
 PQ0593  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0593
 PQ0593                          STATION DESCRIPTION
 PQ0593
 PQ0593'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0593'IN MANKATO.
 PQ0593'THE MARK IS LOCATED AT THE WEST EDGE OF MANKATO, ON THE EAST BANK OF
 PQ0593'THE BLUE EARTH RIVER, 0.5 MILES UPSTREAM FROM THE JUNCTION WITH THE
 PQ0593'MINNESOTA RIVER, 0.2 MILES NORTH OF THE TRUNK HIGHWAY 169 BRIDGES
 PQ0593'OVER THE BLUE EARTH RIVER AND AT THE SOUTHWEST CORNER OF SIBLEY PARK
 PQ0593'ON TOP OF THE EARTHEN DIKE. IT IS 172.6 FT. NORTH OF THE NORTH RAIL
 PQ0593'OF THE CHICAGO AND NORTHWESTERN RAILROAD AND 90 FT. WEST OF THE
 PQ0593'SOUTHWEST CORNER OF A SMALL BRICK BUILDING HONEYMEAD PUMPING STATION.
 PQ0593'IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN THE SOUTHEAST
 PQ0593'CORNER OF A 10 BY 15 FT. CONCRETE STRUCTURE ON TOP OF THE DIKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0595 ***********************************************************************
 PQ0595  DESIGNATION -  0701 B
 PQ0595  PID         -  PQ0595
 PQ0595  STATE/COUNTY-  MN/NICOLLET
 PQ0595  COUNTRY     -  US
 PQ0595  USGS QUAD   -  MANKATO WEST (1993)
 PQ0595
 PQ0595                         *CURRENT SURVEY CONTROL
 PQ0595  ______________________________________________________________________
 PQ0595* NAD 83(1986) POSITION- 44 10 10.     (N) 094 00 17.     (W)   SCALED    
 PQ0595* NAVD 88 ORTHO HEIGHT -   238.592  (meters)     782.78  (feet) ADJUSTED  
 PQ0595  ______________________________________________________________________
 PQ0595  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 PQ0595  DYNAMIC HEIGHT  -        238.558 (meters)      782.67  (feet) COMP
 PQ0595  MODELED GRAVITY -    980,471.2   (mgal)                       NAVD 88
 PQ0595
 PQ0595  VERT ORDER      -  SECOND    CLASS I
 PQ0595
 PQ0595.The horizontal coordinates were scaled from a topographic map and have
 PQ0595.an estimated accuracy of +/- 6 seconds.
 PQ0595.
 PQ0595.The orthometric height was determined by differential leveling and
 PQ0595.adjusted in June 1991.
 PQ0595
 PQ0595.The dynamic height is computed by dividing the NAVD 88
 PQ0595.geopotential number by the normal gravity value computed on the
 PQ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0595.degrees latitude (g = 980.6199 gals.).
 PQ0595
 PQ0595.The modeled gravity was interpolated from observed gravity values.
 PQ0595
 PQ0595;                    North         East    Units  Estimated Accuracy
 PQ0595;SPC MN S     -   229,940.      799,620.      MT  (+/- 180 meters Scaled)
 PQ0595
 PQ0595                          SUPERSEDED SURVEY CONTROL
 PQ0595
 PQ0595  NGVD 29 (??/??/92)  238.558  (m)          782.67   (f) ADJ UNCH    2 1
 PQ0595
 PQ0595.Superseded values are not recommended for survey control.
 PQ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0595.See file dsdata.txt to determine how the superseded data were derived.
 PQ0595
 PQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ196911(NAD 83)
 PQ0595
 PQ0595_MARKER: DB = BENCH MARK DISK
 PQ0595_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0595_SP_SET: BRIDGE
 PQ0595_STAMPING: 0701 B 1973
 PQ0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0595
 PQ0595  HISTORY     - Date     Condition        Report By
 PQ0595  HISTORY     - 1973     MONUMENTED       MNDT
 PQ0595  HISTORY     - 1978     GOOD             MNDT
 PQ0595
 PQ0595                          STATION DESCRIPTION
 PQ0595
 PQ0595'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0595'IN NORTH MANKATO.
 PQ0595'THE MARK IS LOCATED ON THE NORTH SIDE OF THE TRUNK HIGHWAY 14 BRIDGE
 PQ0595'OVER THE MINNESOTA RIVER ON THE SOUTH EDGE OF NORTH MANKATO, AT TRUNK
 PQ0595'HIGHWAY 14 MILEPOINT 131.0. IT IS 19.7 FT. WEST OF THE CENTERLINE OF
 PQ0595'TRUNK HIGHWAY 14, 0.6 FT. SOUTH OF THE NORTH END OF THE CONCRETE
 PQ0595'GROUNDWALL BETWEEN THE SIDEWALK AND THE ROAD, AND 2.3 FT. ABOVE THE
 PQ0595'SIDEWALK. IT IS A STANDARD MNHD BENCH MARK DISK SET IN THE NORTHWEST
 PQ0595'CORNER OF THE HANDRAIL OF BRIDGE NUMBER 411, TRUNK HIGHWAY 14 MAIN ST.
 PQ0595'OVER THE MINNESOTA RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0598 ***********************************************************************
 PQ0598  DESIGNATION -  0702 A 1
 PQ0598  PID         -  PQ0598
 PQ0598  STATE/COUNTY-  MN/BLUE EARTH
 PQ0598  COUNTRY     -  US
 PQ0598  USGS QUAD   -  MANKATO WEST (1993)
 PQ0598
 PQ0598                         *CURRENT SURVEY CONTROL
 PQ0598  ______________________________________________________________________
 PQ0598* NAD 83(1986) POSITION- 44 11 30.     (N) 094 00 59.     (W)   SCALED    
 PQ0598* NAVD 88 ORTHO HEIGHT -   242.653  (meters)     796.10  (feet) ADJUSTED  
 PQ0598  ______________________________________________________________________
 PQ0598  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 PQ0598  DYNAMIC HEIGHT  -        242.618 (meters)      795.99  (feet) COMP
 PQ0598  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 PQ0598
 PQ0598  VERT ORDER      -  SECOND    CLASS I
 PQ0598
 PQ0598.The horizontal coordinates were scaled from a topographic map and have
 PQ0598.an estimated accuracy of +/- 6 seconds.
 PQ0598.
 PQ0598.The orthometric height was determined by differential leveling and
 PQ0598.adjusted in June 1995.
 PQ0598
 PQ0598.The dynamic height is computed by dividing the NAVD 88
 PQ0598.geopotential number by the normal gravity value computed on the
 PQ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0598.degrees latitude (g = 980.6199 gals.).
 PQ0598
 PQ0598.The modeled gravity was interpolated from observed gravity values.
 PQ0598
 PQ0598;                    North         East    Units  Estimated Accuracy
 PQ0598;SPC MN S     -   232,410.      798,690.      MT  (+/- 180 meters Scaled)
 PQ0598
 PQ0598                          SUPERSEDED SURVEY CONTROL
 PQ0598
 PQ0598  NAVD 88 (06/15/91)  242.662  (m)          796.13   (f) SUPERSEDED  2 1
 PQ0598  NGVD 29 (??/??/92)  242.628  (m)          796.02   (f) ADJ UNCH    2 1
 PQ0598
 PQ0598.Superseded values are not recommended for survey control.
 PQ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0598.See file dsdata.txt to determine how the superseded data were derived.
 PQ0598
 PQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ187936(NAD 83)
 PQ0598
 PQ0598_MARKER: DB = BENCH MARK DISK
 PQ0598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0598_SP_SET: BRIDGE ABUTMENT
 PQ0598_STAMPING: 0702 A 1 1977
 PQ0598_MARK LOGO: MNDT  
 PQ0598_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0598+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 PQ0598
 PQ0598  HISTORY     - Date     Condition        Report By
 PQ0598  HISTORY     - 1977     MONUMENTED       MNDT
 PQ0598  HISTORY     - 1978     GOOD             MNDT
 PQ0598  HISTORY     - 19870520 GOOD             MNDT
 PQ0598  HISTORY     - 20101013 GOOD             WOOLPT
 PQ0598  HISTORY     - 20101013 GOOD             WOOLPT
 PQ0598
 PQ0598                          STATION DESCRIPTION
 PQ0598
 PQ0598'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0598'IN MANKATO.
 PQ0598'THE MARK IS LOCATED IN MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY 169
 PQ0598'AND THE NEW TRUNK HIGHWAY 14 BYPASS, 1.3 MILES NORTH ALONG TRUNK
 PQ0598'HIGHWAY 169 FROM THE MINNESOTA RIVER BRIDGE AND 0.3 MILES WEST ALONG
 PQ0598'TRUNK HIGHWAY 14 FROM THE MINNESOTA RIVER BRIDGE. IT IS 34.5 FT. SOUTH
 PQ0598'OF, AND LEVEL WITH THE CENTER OF EASTBOUND TRUNK HIGHWAY 14 AT
 PQ0598'MILEPOINT 130. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST
 PQ0598'CORNER ABUTMENT OF BRIDGE NUMBER 07023, TRUNK HIGHWAY 14 EASTBOUND
 PQ0598'OVER TRUNK HIGHWAY 169.
 PQ0598
 PQ0598                          STATION RECOVERY (1987)
 PQ0598
 PQ0598'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ0598'THE MARK IS ABOUT 1 MILE (1.6 KM) NORTH OF THE TOWN OF MANKATO, IN THE
 PQ0598'NE 1/4 OF SECTION 1, T108N, R27W, IN THE TOP OF THE SOUTHEAST
 PQ0598'ABUTMENT OF THE TRUNK HIGHWAY 14 BRIDGE (NUMBER 07023) OVER TRUNK
 PQ0598'HIGHWAY 169. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0702
 PQ0598'A 1 1977---, IS SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST BRIDGE
 PQ0598'ABUTMENT AND IS ABOUT LEVEL WITH THE CENTER OF EASTBOUND TRUNK
 PQ0598'HIGHWAY 14.  THE MARK IS 34.5 FEET (10.5 M) SOUTH OF THE CENTERLINE
 PQ0598'OF EASTBOUND TRUNK HIGHWAY 14 AT MILEPOINT 130.4.
 PQ0598
 PQ0598                          STATION RECOVERY (2010)
 PQ0598
 PQ0598'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PQ0598'RECOVERED IN GOOD CONDITION.
 PQ0598
 PQ0598                          STATION RECOVERY (2010)
 PQ0598
 PQ0598'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 PQ0598'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR EAST GRAND FORKS
 PQ0598'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 05325000.
 PQ0598' 
 PQ0598' 
 PQ0598'THE MARK IS 48.18 FEET ABOVE ZERO GAGE REFERENCE POINT AT MINNESOTA
 PQ0598'RIVER AT MANKATO, MN.
 PQ0598' 
 PQ0598'THE MARK IS 0.07 FEET ABOVE NGVD88 AT MINNESOTA RIVER AT MANKATO, MN.
 PQ0598' 
 PQ0598' 
 PQ0598'THE MARK IS 4.85 FEET ABOVE BM 5212A, BRONZE TABLET ON TOP OF CONCRETE
 PQ0598'RAILING ON SOUTH WEST CORNER OF HIGHWAY BRIDGE OVER U.S. HIGHWAY 169
 PQ0598'NEXT TO MEMORIAL STREET BRIDGE.
 PQ0598' 
 PQ0598'THE MARK IS 8.54 FEET ABOVE RP 7, (DONWSTREAM OF MEMORIAL STREET
 PQ0598'BRIDGE) CHISLED SQUARE ON FLOODWALL NEXT TO MULBERRY PUMPING STATION.
 PQ0598' 
 PQ0598' 
 PQ0598'RP 8 (DONWSTREAM OF MEMORIAL STREET BRIDGE) POINT ON CONCRETE
 PQ0598'HEADWALL, RIVER-SIDE MOST UPSTREAM POINT NEAR ORIFICE FOR THE
 PQ0598'MANOMETER. NOT FOUND
 PQ0598' 
 PQ0598'RM 14 - (AT U.S. HIGHWAY 169 BRIDGE) QUARTER INCH BOLT SLUGGED INTO
 PQ0598'LANDWARD SIDE OF DOWNSTREAM END OF LEFT BRIDGE PIER. NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3520 ***********************************************************************
 PP3520  DESIGNATION -  0702 AA
 PP3520  PID         -  PP3520
 PP3520  STATE/COUNTY-  MN/WASECA
 PP3520  COUNTRY     -  US
 PP3520  USGS QUAD   -  MADISON LAKE (1974)
 PP3520
 PP3520                         *CURRENT SURVEY CONTROL
 PP3520  ______________________________________________________________________
 PP3520* NAD 83(1986) POSITION- 44 08 16.     (N) 093 46 04.     (W)   SCALED    
 PP3520* NAVD 88 ORTHO HEIGHT -   323.718  (meters)    1062.06  (feet) ADJUSTED  
 PP3520  ______________________________________________________________________
 PP3520  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 PP3520  DYNAMIC HEIGHT  -        323.655 (meters)     1061.86  (feet) COMP
 PP3520  MODELED GRAVITY -    980,414.9   (mgal)                       NAVD 88
 PP3520
 PP3520  VERT ORDER      -  SECOND    CLASS I
 PP3520
 PP3520.The horizontal coordinates were scaled from a topographic map and have
 PP3520.an estimated accuracy of +/- 6 seconds.
 PP3520.
 PP3520.The orthometric height was determined by differential leveling and
 PP3520.adjusted in June 1995.
 PP3520
 PP3520.The dynamic height is computed by dividing the NAVD 88
 PP3520.geopotential number by the normal gravity value computed on the
 PP3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3520.degrees latitude (g = 980.6199 gals.).
 PP3520
 PP3520.The modeled gravity was interpolated from observed gravity values.
 PP3520
 PP3520;                    North         East    Units  Estimated Accuracy
 PP3520;SPC MN S     -   226,450.      818,580.      MT  (+/- 180 meters Scaled)
 PP3520
 PP3520                          SUPERSEDED SURVEY CONTROL
 PP3520
 PP3520.No superseded survey control is available for this station.
 PP3520
 PP3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ385874(NAD 83)
 PP3520
 PP3520_MARKER: DV = VERTICAL CONTROL DISK
 PP3520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3520_SP_SET: ALUMINUM ALLOY ROD
 PP3520_STAMPING: 0702 AA 1988
 PP3520_MARK LOGO: MNDT  
 PP3520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3520+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1998
 PP3520
 PP3520  HISTORY     - Date     Condition        Report By
 PP3520  HISTORY     - 1988     MONUMENTED       MNDT
 PP3520  HISTORY     - 19980407 GOOD             MNDT
 PP3520
 PP3520                          STATION DESCRIPTION
 PP3520
 PP3520'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3520'THE MARK IS LOCATED IN THE CITY OF SMITHS MILL AT THE JUNCTION OF
 PP3520'TRUNK HIGHWAY 14 AND COUNTY ROAD 37, IN THE NW 1/4 OF SECTION 30,
 PP3520'T108N, R24W.  THE MARK IS 137.5 FEET (41.9 M) SOUTHWEST OF AND ABOUT
 PP3520'1.5 FEET (0.5 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT
 PP3520'143.8, 35.0 FEET (10.7 M) EAST OF THE CENTER OF COUNTY ROAD 37, 15.7
 PP3520'FEET (4.8 M) NORTHEAST OF A STEEL CABLE MARKER POST (NUMBERED 4-C-1),
 PP3520'4.4 FEET (1.3 M) NORTH-NORTHEAST OF A RIGHT-OF-WAY MONUMENT (STATION
 PP3520'314 + 81), AND 1.5 FEET (0.5 M) NORTH OF A STEEL WITNESS POST.  THE
 PP3520'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3520'(MAGNETIC) STAMPED---0702 AA 1988---,IS FORCED ON TO THE TOP OF A
 PP3520'DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD IN A
 PP3520'6-INCH DIAMETER PLASTIC PIPE AND IS 0.1 FOOT (3.0 CM) BELOW GROUND
 PP3520'LEVEL.
 PP3520
 PP3520                          STATION RECOVERY (1998)
 PP3520
 PP3520'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3520'THE MARK WAS RECOVERED AS DESCRIBED AND NOT GOOD FOR GPS BECAUSE UNDER
 PP3520'TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3510 ***********************************************************************
 PP3510  DESIGNATION -  0702 AB
 PP3510  PID         -  PP3510
 PP3510  STATE/COUNTY-  MN/BLUE EARTH
 PP3510  COUNTRY     -  US
 PP3510  USGS QUAD   -  MANKATO EAST (1993)
 PP3510
 PP3510                         *CURRENT SURVEY CONTROL
 PP3510  ______________________________________________________________________
 PP3510* NAD 83(1986) POSITION- 44 08 47.     (N) 093 52 42.     (W)   SCALED    
 PP3510* NAVD 88 ORTHO HEIGHT -   294.447  (meters)     966.03  (feet) ADJUSTED  
 PP3510  ______________________________________________________________________
 PP3510  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 PP3510  DYNAMIC HEIGHT  -        294.395 (meters)      965.86  (feet) COMP
 PP3510  MODELED GRAVITY -    980,433.6   (mgal)                       NAVD 88
 PP3510
 PP3510  VERT ORDER      -  SECOND    CLASS I
 PP3510
 PP3510.The horizontal coordinates were scaled from a topographic map and have
 PP3510.an estimated accuracy of +/- 6 seconds.
 PP3510.
 PP3510.The orthometric height was determined by differential leveling and
 PP3510.adjusted in June 1995.
 PP3510
 PP3510.The dynamic height is computed by dividing the NAVD 88
 PP3510.geopotential number by the normal gravity value computed on the
 PP3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3510.degrees latitude (g = 980.6199 gals.).
 PP3510
 PP3510.The modeled gravity was interpolated from observed gravity values.
 PP3510
 PP3510;                    North         East    Units  Estimated Accuracy
 PP3510;SPC MN S     -   227,380.      809,730.      MT  (+/- 180 meters Scaled)
 PP3510
 PP3510                          SUPERSEDED SURVEY CONTROL
 PP3510
 PP3510.No superseded survey control is available for this station.
 PP3510
 PP3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ297885(NAD 83)
 PP3510
 PP3510_MARKER: DV = VERTICAL CONTROL DISK
 PP3510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3510_SP_SET: ALUMINUM ALLOY ROD
 PP3510_STAMPING: 0702 AB 1988
 PP3510_MARK LOGO: MNDT  
 PP3510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3510
 PP3510  HISTORY     - Date     Condition        Report By
 PP3510  HISTORY     - 1988     MONUMENTED       MNDT
 PP3510
 PP3510                          STATION DESCRIPTION
 PP3510
 PP3510'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3510'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF THE CITY OF EAGLE
 PP3510'LAKE, 1.2 MILES (1.9 KM) SOUTH ALONG COUNTY ROAD 27 (AGENCY STREET
 PP3510'SOUTH) FROM ITS JUNCTION WITH TRUNK HIGHWAY 14 IN EAGLE LAKE, IN THE
 PP3510'NE 1/4 OF SECTION 19, T108N, R25W.  IT IS 48.0 FEET (14.6 M) EAST OF
 PP3510'AND ABOUT 4 FEET (1.2 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 27,
 PP3510'130 FEET (39.6 M) SOUTH OF THE EXTENDED CENTERLINE OF A DRIVE TO THE
 PP3510'WEST, 1.7 FEET (0.5 M) WEST-SOUTHWEST OF A POWER POLE, AND 1.1 FEET
 PP3510'(0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3510'ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) STAMPED---0702 AB
 PP3510'1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PP3510'45-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER PLASTIC PIPE AND
 PP3510'IS 0.1 FOOT (3.0 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3509 ***********************************************************************
 PP3509  DESIGNATION -  0702 AC
 PP3509  PID         -  PP3509
 PP3509  STATE/COUNTY-  MN/BLUE EARTH
 PP3509  COUNTRY     -  US
 PP3509  USGS QUAD   -  MANKATO EAST (1993)
 PP3509
 PP3509                         *CURRENT SURVEY CONTROL
 PP3509  ______________________________________________________________________
 PP3509* NAD 83(1986) POSITION- 44 09 30.     (N) 093 52 45.     (W)   SCALED    
 PP3509* NAVD 88 ORTHO HEIGHT -   308.574  (meters)    1012.38  (feet) ADJUSTED  
 PP3509  ______________________________________________________________________
 PP3509  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 PP3509  DYNAMIC HEIGHT  -        308.519 (meters)     1012.20  (feet) COMP
 PP3509  MODELED GRAVITY -    980,434.8   (mgal)                       NAVD 88
 PP3509
 PP3509  VERT ORDER      -  SECOND    CLASS I
 PP3509
 PP3509.The horizontal coordinates were scaled from a topographic map and have
 PP3509.an estimated accuracy of +/- 6 seconds.
 PP3509.
 PP3509.The orthometric height was determined by differential leveling and
 PP3509.adjusted in June 1995.
 PP3509
 PP3509.The dynamic height is computed by dividing the NAVD 88
 PP3509.geopotential number by the normal gravity value computed on the
 PP3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3509.degrees latitude (g = 980.6199 gals.).
 PP3509
 PP3509.The modeled gravity was interpolated from observed gravity values.
 PP3509
 PP3509;                    North         East    Units  Estimated Accuracy
 PP3509;SPC MN S     -   228,710.      809,670.      MT  (+/- 180 meters Scaled)
 PP3509
 PP3509                          SUPERSEDED SURVEY CONTROL
 PP3509
 PP3509.No superseded survey control is available for this station.
 PP3509
 PP3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ297898(NAD 83)
 PP3509
 PP3509_MARKER: DV = VERTICAL CONTROL DISK
 PP3509_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3509_SP_SET: ALUMINUM ALLOY ROD
 PP3509_STAMPING: 0702 AC 1988
 PP3509_MARK LOGO: MNDT  
 PP3509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3509
 PP3509  HISTORY     - Date     Condition        Report By
 PP3509  HISTORY     - 1988     MONUMENTED       MNDT
 PP3509
 PP3509                          STATION DESCRIPTION
 PP3509
 PP3509'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3509'THE MARK IS LOCATED IN THE CITY OF EAGLE LAKE, 0.5 MILE (0.8 KM) SOUTH
 PP3509'ALONG COUNTY ROAD 27 (AGENCY STREET SOUTH) FROM ITS JUNCTION WITH
 PP3509'TRUNK HIGHWAY 14, IN THE SW 1/4 OF SECTION 18, T108N, R25W.  IT IS
 PP3509'39.0 FEET (11.9 M) WEST OF AND ABOUT 0.5 FOOT (15.2 CM) ABOVE THE
 PP3509'CENTERLINE OF THE COUNTY ROAD, 55.6 FEET (16.9 M) SOUTH OF A GAS
 PP3509'PIPELINE SIGN POST, 1.5 FEET (0.5 M) SOUTH OF A POWER POLE, AND 0.9
 PP3509'FOOT (27.4 CM) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3509'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC)
 PP3509'STAMPED---0702 AC 1988---, IS FORCED ONTO THE TOP OF A DRIVEN
 PP3509'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH
 PP3509'DIAMETER PLASTIC PIPE AND IS 0.1 FOOT (3.0 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8435 ***********************************************************************
 DI8435  DESIGNATION -  0702 AF
 DI8435  PID         -  DI8435
 DI8435  STATE/COUNTY-  MN/BLUE EARTH
 DI8435  COUNTRY     -  US
 DI8435  USGS QUAD   -  MANKATO EAST (1993)
 DI8435
 DI8435                         *CURRENT SURVEY CONTROL
 DI8435  ______________________________________________________________________
 DI8435* NAD 83(1986) POSITION- 44 10 31.4    (N) 093 56 58.0    (W)   HD_HELD2  
 DI8435* NAVD 88 ORTHO HEIGHT -   315.211  (meters)    1034.15  (feet) ADJUSTED  
 DI8435  ______________________________________________________________________
 DI8435  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DI8435  DYNAMIC HEIGHT  -        315.161 (meters)     1033.99  (feet) COMP
 DI8435  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DI8435
 DI8435  VERT ORDER      -  SECOND    CLASS I
 DI8435
 DI8435.The horizontal coordinates were established by autonomous hand held GPS
 DI8435.observations and have an estimated accuracy of +/- 10 meters.
 DI8435.
 DI8435.The orthometric height was determined by differential leveling and
 DI8435.adjusted in October 2007.
 DI8435
 DI8435.Photographs are available for this station.
 DI8435
 DI8435.The dynamic height is computed by dividing the NAVD 88
 DI8435.geopotential number by the normal gravity value computed on the
 DI8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8435.degrees latitude (g = 980.6199 gals.).
 DI8435
 DI8435.The modeled gravity was interpolated from observed gravity values.
 DI8435
 DI8435;                    North         East    Units  Estimated Accuracy
 DI8435;SPC MN S     -   230,600.      804,043.      MT  (+/- 10 meters HH2 GPS)
 DI8435
 DI8435                          SUPERSEDED SURVEY CONTROL
 DI8435
 DI8435.No superseded survey control is available for this station.
 DI8435
 DI8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2410391791(NAD 83)
 DI8435
 DI8435_MARKER: DV = VERTICAL CONTROL DISK
 DI8435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI8435_SP_SET: BRIDGE RAILING
 DI8435_STAMPING: 0702 AF 2005
 DI8435_MARK LOGO: MNDT  
 DI8435_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8435+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8435
 DI8435  HISTORY     - Date     Condition        Report By
 DI8435  HISTORY     - 2005     MONUMENTED       MNDT
 DI8435
 DI8435                          STATION DESCRIPTION
 DI8435
 DI8435'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8435'IN MANKATO, IN THE RAIL IN NORTHWEST CORNER OF 14 WESTBOUND BRIDGE
 DI8435'NUMBER 07025 OVER TRUNK HIGHWAY 22, AT JUNCTION OF TRUNK HIGHWAY 14
 DI8435'WESTBOUND AND TRUNK HIGHWAY 22 AT NORTHEAST PART OF MANKATO, AT TRUNK
 DI8435'HIGHWAY 14 MILEPOINT 134.35, 22 FEET NORTH OF WEST BOUND TRUNK HIGHWAY
 DI8435'14.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0597 ***********************************************************************
 PQ0597  DESIGNATION -  0702 B 1
 PQ0597  PID         -  PQ0597
 PQ0597  STATE/COUNTY-  MN/BLUE EARTH
 PQ0597  COUNTRY     -  US
 PQ0597  USGS QUAD   -  MANKATO WEST (1993)
 PQ0597
 PQ0597                         *CURRENT SURVEY CONTROL
 PQ0597  ______________________________________________________________________
 PQ0597* NAD 83(1986) POSITION- 44 11 29.     (N) 094 00 37.     (W)   SCALED    
 PQ0597* NAVD 88 ORTHO HEIGHT -   244.621  (meters)     802.56  (feet) ADJUSTED  
 PQ0597  ______________________________________________________________________
 PQ0597  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 PQ0597  DYNAMIC HEIGHT  -        244.586 (meters)      802.45  (feet) COMP
 PQ0597  MODELED GRAVITY -    980,468.8   (mgal)                       NAVD 88
 PQ0597
 PQ0597  VERT ORDER      -  SECOND    CLASS I
 PQ0597
 PQ0597.The horizontal coordinates were scaled from a topographic map and have
 PQ0597.an estimated accuracy of +/- 6 seconds.
 PQ0597.
 PQ0597.The orthometric height was determined by differential leveling and
 PQ0597.adjusted in June 1995.
 PQ0597
 PQ0597.The dynamic height is computed by dividing the NAVD 88
 PQ0597.geopotential number by the normal gravity value computed on the
 PQ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0597.degrees latitude (g = 980.6199 gals.).
 PQ0597
 PQ0597.The modeled gravity was interpolated from observed gravity values.
 PQ0597
 PQ0597;                    North         East    Units  Estimated Accuracy
 PQ0597;SPC MN S     -   232,380.      799,180.      MT  (+/- 180 meters Scaled)
 PQ0597
 PQ0597                          SUPERSEDED SURVEY CONTROL
 PQ0597
 PQ0597  NAVD 88 (06/15/91)  244.637  (m)          802.61   (f) SUPERSEDED  2 1
 PQ0597  NGVD 29 (??/??/92)  244.603  (m)          802.50   (f) ADJ UNCH    2 1
 PQ0597
 PQ0597.Superseded values are not recommended for survey control.
 PQ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0597.See file dsdata.txt to determine how the superseded data were derived.
 PQ0597
 PQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ192936(NAD 83)
 PQ0597
 PQ0597_MARKER: DB = BENCH MARK DISK
 PQ0597_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PQ0597_SP_SET: BRIDGE RAILING
 PQ0597_STAMPING: 0702 B 1 1977
 PQ0597_MARK LOGO: MNDT  
 PQ0597_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0597
 PQ0597  HISTORY     - Date     Condition        Report By
 PQ0597  HISTORY     - 1977     MONUMENTED       MNDT
 PQ0597  HISTORY     - 1978     GOOD             MNDT
 PQ0597  HISTORY     - 19870520 GOOD             MNDT
 PQ0597
 PQ0597                          STATION DESCRIPTION
 PQ0597
 PQ0597'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0597'IN MANKATO.
 PQ0597'THE MARK IS LOCATED IN MANKATO, 0.3 MILES EAST ALONG TRUNK HIGHWAY 14
 PQ0597'BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 14 BYPASS AND TRUNK HIGHWAY
 PQ0597'169 OR 1.4 MILES WEST ALONG TRUNK HIGHWAY 14 BYPASS FROM TRUNK HIGHWAY
 PQ0597'22 AND AT THE WEST BANK OF THE MINNESOTA RIVER. IT IS 33.0 FT. SOUTH
 PQ0597'OF AND 2.5 FT. HIGHER THAN THE CENTER OF TRUNK HIGHWAY 14 AT MILEPOINT
 PQ0597'130.3 AND 4.8 FT. EAST OF THE WEST END OF THE CONCRETE BRIDGE RAILING.
 PQ0597'IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHWEST CORNER BRIDGE
 PQ0597'RAILING OF BRIDGE NUMBER 07011, TRUNK HIGHWAY 14 OVER THE MINNESOTA
 PQ0597'RIVER.
 PQ0597
 PQ0597                          STATION RECOVERY (1987)
 PQ0597
 PQ0597'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ0597'THE MARK IS IN THE TOWN OF MANKATO, IN THE NE 1/4 OF SECTION 1, T108N,
 PQ0597'R27W, AT THE TRUNK HIGHWAY 14 BRIDGE (NUMBER 07011) OVER THE
 PQ0597'MINNESOTA RIVER, 0.3 MILE (0.5 KM) EAST ALONG TRUNK HIGHWAY 14 BYPASS
 PQ0597'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 OR 1.4 MILES (2.3 KM) WEST
 PQ0597'ALONG TRUNK HIGHWAY 14 BYPASS FROM ITS JUNTION WITH TRUNK HIGHWAY 22.
 PQ0597'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0702 B 1
 PQ0597'1977---, IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE RAILING AT THE
 PQ0597'SOUTHWEST CORNER OF THE BRIDGE AND IS ABOUT 2.5 FEET (0.8 M) ABOVE
 PQ0597'THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 33.0 FEET (10.1 M) SOUTH
 PQ0597'OF THE EASTBOUND CENTERLINE OF TRUNK HIGHWAY 14 AT MILEPOINT 130.3
 PQ0597'AND 4.8 FEET (1.5 M) EAST OF THE WEST END OF THE CONCRETE BRIDGE
 PQ0597'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0596 ***********************************************************************
 PQ0596  DESIGNATION -  0702 B 2
 PQ0596  PID         -  PQ0596
 PQ0596  STATE/COUNTY-  MN/BLUE EARTH
 PQ0596  COUNTRY     -  US
 PQ0596  USGS QUAD   -  MANKATO WEST (1993)
 PQ0596
 PQ0596                         *CURRENT SURVEY CONTROL
 PQ0596  ______________________________________________________________________
 PQ0596* NAD 83(1986) POSITION- 44 11 29.     (N) 094 00 29.     (W)   SCALED    
 PQ0596* NAVD 88 ORTHO HEIGHT -   249.386  (meters)     818.19  (feet) ADJUSTED  
 PQ0596  ______________________________________________________________________
 PQ0596  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 PQ0596  DYNAMIC HEIGHT  -        249.350 (meters)      818.08  (feet) COMP
 PQ0596  MODELED GRAVITY -    980,468.6   (mgal)                       NAVD 88
 PQ0596
 PQ0596  VERT ORDER      -  SECOND    CLASS I
 PQ0596
 PQ0596.The horizontal coordinates were scaled from a topographic map and have
 PQ0596.an estimated accuracy of +/- 6 seconds.
 PQ0596.
 PQ0596.The orthometric height was determined by differential leveling and
 PQ0596.adjusted in June 1991.
 PQ0596
 PQ0596.The dynamic height is computed by dividing the NAVD 88
 PQ0596.geopotential number by the normal gravity value computed on the
 PQ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0596.degrees latitude (g = 980.6199 gals.).
 PQ0596
 PQ0596.The modeled gravity was interpolated from observed gravity values.
 PQ0596
 PQ0596;                    North         East    Units  Estimated Accuracy
 PQ0596;SPC MN S     -   232,380.      799,360.      MT  (+/- 180 meters Scaled)
 PQ0596
 PQ0596                          SUPERSEDED SURVEY CONTROL
 PQ0596
 PQ0596  NGVD 29 (??/??/92)  249.351  (m)          818.08   (f) ADJ UNCH    2 1
 PQ0596
 PQ0596.Superseded values are not recommended for survey control.
 PQ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0596.See file dsdata.txt to determine how the superseded data were derived.
 PQ0596
 PQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ194936(NAD 83)
 PQ0596
 PQ0596_MARKER: DB = BENCH MARK DISK
 PQ0596_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PQ0596_SP_SET: BRIDGE RAILING
 PQ0596_STAMPING: 0702 B 2 1978
 PQ0596_MARK LOGO: MNDT  
 PQ0596_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0596
 PQ0596  HISTORY     - Date     Condition        Report By
 PQ0596  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0596  HISTORY     - 19870520 GOOD             MNDT
 PQ0596
 PQ0596                          STATION DESCRIPTION
 PQ0596
 PQ0596'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0596'IN MANKATO.
 PQ0596'THE MARK IS LOCATED IN MANKATO, 0.45 MILES EAST ALONG TRUNK HIGHWAY 14
 PQ0596'FROM THE JUNCTION OF TRUNK HIGHWAY 14 BYPASS AND TRUNK HIGHWAY 169 OR
 PQ0596'1.3 MILES WEST ALONG TRUNK HIGHWAY 14 BYPASS FROM TRUNK HIGHWAY 22 AND
 PQ0596'AT THE EAST BANK OF THE MINNESOTA RIVER. IT IS 24.7 FEET NORTH OF, AND
 PQ0596'2.5 FT. HIGHER THAN THE CENTER OF WESTBOUND TRUNK HIGHWAY 14 AT
 PQ0596'MILEPOINT 130.4 AND 4.6 FT. WEST OF THE EAST END OF THE CONCRETE
 PQ0596'BRIDGE RAILING. IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN THE
 PQ0596'TOP OF THE NORTH BRIDGE RAILING OF TRUNK HIGHWAY 14 BRIDGE NUMBER
 PQ0596'07011 OVER THE MINNESOTA RIVER.
 PQ0596
 PQ0596                          STATION RECOVERY (1987)
 PQ0596
 PQ0596'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ0596'THE MARK IS IN THE TOWN OF MANKATO, IN THE NW 1/4 OF SECTION 6, T108N,
 PQ0596'R26W, IN THE TRUNK HIGHWAY 14 BRIDGE (NUMBER 07011) OVER THE
 PQ0596'MINNESOTA RIVER.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ0596'STAMPED---0702 B 2 1978---, IS SET FLUSH IN THE TOP OF THE NORTH
 PQ0596'BRIDGE RAILING AND IS ABOUT 2.5 FEET (0.8 M) ABOVE THE LEVEL OF TRUNK
 PQ0596'HIGHWAY 14.  THE MARK IS 24.7 FEET (7.5 M) NORTH OF THE CENTERLINE OF
 PQ0596'WESTBOUND TRUNK HIGHWAY 14 AT MILEPOINT 130.4 AND 4.6 FEET (1.4 M)
 PQ0596'WEST OF THE EAST END OF THE CONCRETE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2050 ***********************************************************************
 PP2050  DESIGNATION -  0702 C 1
 PP2050  PID         -  PP2050
 PP2050  STATE/COUNTY-  MN/BLUE EARTH
 PP2050  COUNTRY     -  US
 PP2050  USGS QUAD   -  MANKATO EAST (1993)
 PP2050
 PP2050                         *CURRENT SURVEY CONTROL
 PP2050  ______________________________________________________________________
 PP2050* NAD 83(1986) POSITION- 44 11 28.     (N) 093 59 45.     (W)   SCALED    
 PP2050* NAVD 88 ORTHO HEIGHT -   264.258  (meters)     866.99  (feet) ADJUSTED  
 PP2050  ______________________________________________________________________
 PP2050  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 PP2050  DYNAMIC HEIGHT  -        264.220 (meters)      866.86  (feet) COMP
 PP2050  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 PP2050
 PP2050  VERT ORDER      -  SECOND    CLASS I
 PP2050
 PP2050.The horizontal coordinates were scaled from a topographic map and have
 PP2050.an estimated accuracy of +/- 6 seconds.
 PP2050.
 PP2050.The orthometric height was determined by differential leveling and
 PP2050.adjusted in June 1991.
 PP2050
 PP2050.The dynamic height is computed by dividing the NAVD 88
 PP2050.geopotential number by the normal gravity value computed on the
 PP2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2050.degrees latitude (g = 980.6199 gals.).
 PP2050
 PP2050.The modeled gravity was interpolated from observed gravity values.
 PP2050
 PP2050;                    North         East    Units  Estimated Accuracy
 PP2050;SPC MN S     -   232,350.      800,330.      MT  (+/- 180 meters Scaled)
 PP2050
 PP2050                          SUPERSEDED SURVEY CONTROL
 PP2050
 PP2050.No superseded survey control is available for this station.
 PP2050
 PP2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ204935(NAD 83)
 PP2050
 PP2050_MARKER: DV = VERTICAL CONTROL DISK
 PP2050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP2050_SP_SET: BRIDGE ABUTMENT
 PP2050_STAMPING: 0702 C 1 1978
 PP2050_MARK LOGO: MNDT  
 PP2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2050+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 PP2050
 PP2050  HISTORY     - Date     Condition        Report By
 PP2050  HISTORY     - 1978     MONUMENTED       MNDT
 PP2050  HISTORY     - 19870520 GOOD             MNDT
 PP2050  HISTORY     - 19900820 GOOD             MNDT
 PP2050
 PP2050                          STATION DESCRIPTION
 PP2050
 PP2050'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2050'IN MANKATO.
 PP2050'THE MARK IS LOCATED IN MANKATO, 0.7 MILES WEST ALONG TRUNK HIGHWAY 14
 PP2050'BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22 AND
 PP2050'0.65 MILES EAST ALONG TRUNK HIGHWAY 14 FROM THE BRIDGE OVER THE
 PP2050'MINNESOTA RIVER. IT IS 24.9 FT. SOUTH OF AND 3 FT. HIGHER THAN THE
 PP2050'CENTER OF EAST BOUND TRUNK HIGHWAY 14 AT MILEPOINT 131 AND 1.3 FT.
 PP2050'WEST OF THE EAST END OF THE SOUTH CONCRETE BRIDGE RAILING. IT IS A
 PP2050'VERTICAL CONTROL MONUMENT DISK CEMENTED IN THE SOUTHEAST CORNER BRIDGE
 PP2050'RAILING OF TRUNK HIGHWAY 14 BRIDGE NUMBER 07010, OVER COUNTY ROAD 5
 PP2050'THIRD AVENUE.
 PP2050
 PP2050                          STATION RECOVERY (1987)
 PP2050
 PP2050'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PP2050'THE MARK IS IN THE TOWN OF MANKATO, IN THE NE 1/4 OF SECTION 6, T108N,
 PP2050'R26W, IN THE EASTBOUND TRUNK HIGHWAY 14 BRIDGE (NUMBER 07010) OVER
 PP2050'3RD AVENUE (COUNTY ROAD 5).  THE MARK, A STANDARD MNDT BENCH MARK
 PP2050'DISK STAMPED---0702 C 1 1978---, IS SET FLUSH IN A DRILL HOLE IN THE
 PP2050'TOP OF THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE AND
 PP2050'IS ABOUT 2.5 FEET (0.8 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 14.  THE
 PP2050'MARK IS 1.2 FEET (0.4 M) WEST OF THE EAST END OF THE BRIDGE RAILING,
 PP2050'0.6 MILE (1.0 KM) EAST OF THE MINNESOTA RIVER, 25 FEET (7.6 M) SOUTH
 PP2050'OF THE EASTBOUND CENTERLINE OF TRUNK HIGHWAY 14, AND AT MILEPOINT
 PP2050'13.05.
 PP2050
 PP2050                          STATION RECOVERY (1990)
 PP2050
 PP2050'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 PP2050'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2051 ***********************************************************************
 PP2051  DESIGNATION -  0702 D 1
 PP2051  PID         -  PP2051
 PP2051  STATE/COUNTY-  MN/BLUE EARTH
 PP2051  COUNTRY     -  US
 PP2051  USGS QUAD   -  MANKATO EAST (1993)
 PP2051
 PP2051                         *CURRENT SURVEY CONTROL
 PP2051  ______________________________________________________________________
 PP2051* NAD 83(1986) POSITION- 44 11 24.     (N) 093 59 15.     (W)   SCALED    
 PP2051* NAVD 88 ORTHO HEIGHT -   261.191  (meters)     856.92  (feet) ADJUSTED  
 PP2051  ______________________________________________________________________
 PP2051  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 PP2051  DYNAMIC HEIGHT  -        261.153 (meters)      856.80  (feet) COMP
 PP2051  MODELED GRAVITY -    980,465.4   (mgal)                       NAVD 88
 PP2051
 PP2051  VERT ORDER      -  SECOND    CLASS I
 PP2051
 PP2051.The horizontal coordinates were scaled from a topographic map and have
 PP2051.an estimated accuracy of +/- 6 seconds.
 PP2051.
 PP2051.The orthometric height was determined by differential leveling and
 PP2051.adjusted in June 1991.
 PP2051
 PP2051.The dynamic height is computed by dividing the NAVD 88
 PP2051.geopotential number by the normal gravity value computed on the
 PP2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2051.degrees latitude (g = 980.6199 gals.).
 PP2051
 PP2051.The modeled gravity was interpolated from observed gravity values.
 PP2051
 PP2051;                    North         East    Units  Estimated Accuracy
 PP2051;SPC MN S     -   232,220.      801,000.      MT  (+/- 180 meters Scaled)
 PP2051
 PP2051                          SUPERSEDED SURVEY CONTROL
 PP2051
 PP2051  NGVD 29 (??/??/92)  261.156  (m)          856.81   (f) ADJ UNCH    2 1
 PP2051
 PP2051.Superseded values are not recommended for survey control.
 PP2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2051.See file dsdata.txt to determine how the superseded data were derived.
 PP2051
 PP2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ210934(NAD 83)
 PP2051
 PP2051_MARKER: DV = VERTICAL CONTROL DISK
 PP2051_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2051_SP_SET: BRIDGE ABUTMENT
 PP2051_STAMPING: 0702 D 1 1978
 PP2051_MARK LOGO: MNDT  
 PP2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2051+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 PP2051
 PP2051  HISTORY     - Date     Condition        Report By
 PP2051  HISTORY     - 1978     MONUMENTED       MNDT
 PP2051  HISTORY     - 19900820 GOOD             MNDT
 PP2051
 PP2051                          STATION DESCRIPTION
 PP2051
 PP2051'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2051'IN MANKATO.
 PP2051'THE MARK IS LOCATED IN MANKATO, 0.3 MILES WEST ALONG TRUNK HIGHWAY 14
 PP2051'BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22 AND
 PP2051'1 MILE EAST OF THE MINNESOTA RIVER BRIDGE. IT IS 37.8 FT. SOUTH OF
 PP2051'AND LEVEL WITH THE CENTER OF EASTBOUND TRUNK HIGHWAY 14 BYPASS AT
 PP2051'MILEPOINT 131.4. IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED IN
 PP2051'THE SOUTHEAST CORNER ABUTMENT OF BRIDGE NUMBER 07016, TRUNK HIGHWAY
 PP2051'14 OVER THE CHICAGO AND NORTHWESTERN RAILROAD.
 PP2051
 PP2051                          STATION RECOVERY (1990)
 PP2051
 PP2051'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 PP2051'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2052 ***********************************************************************
 PP2052  DESIGNATION -  0702 E 1
 PP2052  PID         -  PP2052
 PP2052  STATE/COUNTY-  MN/BLUE EARTH
 PP2052  COUNTRY     -  US
 PP2052  USGS QUAD   -  MANKATO EAST (1993)
 PP2052
 PP2052                         *CURRENT SURVEY CONTROL
 PP2052  ______________________________________________________________________
 PP2052* NAD 83(1986) POSITION- 44 11 18.     (N) 093 58 55.     (W)   SCALED    
 PP2052* NAVD 88 ORTHO HEIGHT -   265.136  (meters)     869.87  (feet) ADJUSTED  
 PP2052  ______________________________________________________________________
 PP2052  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 PP2052  DYNAMIC HEIGHT  -        265.097 (meters)      869.74  (feet) COMP
 PP2052  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 PP2052
 PP2052  VERT ORDER      -  SECOND    CLASS I
 PP2052
 PP2052.The horizontal coordinates were scaled from a topographic map and have
 PP2052.an estimated accuracy of +/- 6 seconds.
 PP2052.
 PP2052.The orthometric height was determined by differential leveling and
 PP2052.adjusted in June 1991.
 PP2052
 PP2052.The dynamic height is computed by dividing the NAVD 88
 PP2052.geopotential number by the normal gravity value computed on the
 PP2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2052.degrees latitude (g = 980.6199 gals.).
 PP2052
 PP2052.The modeled gravity was interpolated from observed gravity values.
 PP2052
 PP2052;                    North         East    Units  Estimated Accuracy
 PP2052;SPC MN S     -   232,040.      801,440.      MT  (+/- 180 meters Scaled)
 PP2052
 PP2052                          SUPERSEDED SURVEY CONTROL
 PP2052
 PP2052  NGVD 29 (??/??/92)  265.102  (m)          869.76   (f) ADJ UNCH    2 1
 PP2052
 PP2052.Superseded values are not recommended for survey control.
 PP2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2052.See file dsdata.txt to determine how the superseded data were derived.
 PP2052
 PP2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ215932(NAD 83)
 PP2052
 PP2052_MARKER: DV = VERTICAL CONTROL DISK
 PP2052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2052_SP_SET: BRIDGE ABUTMENT
 PP2052_STAMPING: 0702 E 1 1978
 PP2052_MARK LOGO: MNDT  
 PP2052_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2052+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 PP2052
 PP2052  HISTORY     - Date     Condition        Report By
 PP2052  HISTORY     - 1978     MONUMENTED       MNDT
 PP2052  HISTORY     - 1980     GOOD             MNDT
 PP2052  HISTORY     - 19900820 GOOD             MNDT
 PP2052
 PP2052                          STATION DESCRIPTION
 PP2052
 PP2052'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2052'IN MANKATO.
 PP2052'THE MARK IS LOCATED IN MANKATO, AT THE JUNCTION OF TRUNK HIGHWAY 14
 PP2052'BYPASS AND TRUNK HIGHWAY 22, 1.3 MILES EAST OF THE MINNESOTA RIVER
 PP2052'BRIDGE. IT IS 24.5 FT. SOUTH OF AND LEVEL WITH THE CENTER OF EAST
 PP2052'BOUND TRUNK HIGHWAY 14 AT MILEPOINT 131.7. IT IS A VERTICAL CONTROL
 PP2052'MONUMENT DISK CEMENTED IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE
 PP2052'NUMBER 07018, TRUNK HIGHWAY 14 OVER TRUNK HIGHWAY 22.
 PP2052
 PP2052                          STATION RECOVERY (1980)
 PP2052
 PP2052'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP2052'THE BENCH MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 14 BY-PASS
 PP2052'AND TRUNK HIGHWAY 22 (FRONT STREET) IN MANKATO. A STANDARD MHD DISK
 PP2052'IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 07018, TRUNK
 PP2052'HIGHWAY 14 EASTBOUND OVER TRUNK HIGHWAY 22 ( FRONT STREET). IT IS
 PP2052'24.5 FEET SOUTH OF AND LEVEL WITH THE CENTER OF EASTBOUND TRUNK
 PP2052'HIGHWAY 14. TRUNK HIGHWAY 14 MILE POINT 131.7. TRUNK HIGHWAY 22 MILE
 PP2052'POINT 55.0.
 PP2052
 PP2052                          STATION RECOVERY (1990)
 PP2052
 PP2052'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 PP2052'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2054 ***********************************************************************
 PP2054  DESIGNATION -  0702 F 1
 PP2054  PID         -  PP2054
 PP2054  STATE/COUNTY-  MN/BLUE EARTH
 PP2054  COUNTRY     -  US
 PP2054  USGS QUAD   -  MANKATO EAST (1993)
 PP2054
 PP2054                         *CURRENT SURVEY CONTROL
 PP2054  ______________________________________________________________________
 PP2054* NAD 83(1986) POSITION- 44 10 46.     (N) 093 57 57.     (W)   SCALED    
 PP2054* NAVD 88 ORTHO HEIGHT -   311.081  (meters)    1020.60  (feet) ADJUSTED  
 PP2054  ______________________________________________________________________
 PP2054  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 PP2054  DYNAMIC HEIGHT  -        311.034 (meters)     1020.45  (feet) COMP
 PP2054  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 PP2054
 PP2054  VERT ORDER      -  SECOND    CLASS I
 PP2054
 PP2054.The horizontal coordinates were scaled from a topographic map and have
 PP2054.an estimated accuracy of +/- 6 seconds.
 PP2054.
 PP2054.The orthometric height was determined by differential leveling and
 PP2054.adjusted in June 1991.
 PP2054
 PP2054.The dynamic height is computed by dividing the NAVD 88
 PP2054.geopotential number by the normal gravity value computed on the
 PP2054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2054.degrees latitude (g = 980.6199 gals.).
 PP2054
 PP2054.The modeled gravity was interpolated from observed gravity values.
 PP2054
 PP2054;                    North         East    Units  Estimated Accuracy
 PP2054;SPC MN S     -   231,050.      802,730.      MT  (+/- 180 meters Scaled)
 PP2054
 PP2054                          SUPERSEDED SURVEY CONTROL
 PP2054
 PP2054  NGVD 29 (??/??/92)  311.047  (m)         1020.49   (f) ADJ UNCH    2 1
 PP2054
 PP2054.Superseded values are not recommended for survey control.
 PP2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2054.See file dsdata.txt to determine how the superseded data were derived.
 PP2054
 PP2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ227922(NAD 83)
 PP2054
 PP2054_MARKER: DV = VERTICAL CONTROL DISK
 PP2054_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2054_SP_SET: BRIDGE ABUTMENT
 PP2054_STAMPING: 0702 F 1 1978
 PP2054_MARK LOGO: MNDT  
 PP2054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP2054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2054
 PP2054  HISTORY     - Date     Condition        Report By
 PP2054  HISTORY     - 1978     MONUMENTED       MNDT
 PP2054  HISTORY     - 19861007 GOOD             MNDT
 PP2054  HISTORY     - 19880620 GOOD             MNDT
 PP2054
 PP2054                          STATION DESCRIPTION
 PP2054
 PP2054'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2054'IN MANKATO.
 PP2054'THE MARK IS LOCATED IN MANKATO, 1.1 MILES EAST ALONG TRUNK HIGHWAY 14
 PP2054'BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22. IT
 PP2054'IS 26.3 FT. NORTHEAST OF AND LEVEL WITH THE CENTER OF EASTBOUND TRUNK
 PP2054'HIGHWAY 14 BYPASS AT MILEPOINT 132.8. IT IS A VERTICAL CONTROL
 PP2054'MONUMENT DISK CEMENTED IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 PP2054'OF BRIDGE NUMBER 07019, TRUNK HIGHWAY 14 BYPASS OVER A TOWNSHIP ROAD.
 PP2054
 PP2054                          STATION RECOVERY (1986)
 PP2054
 PP2054'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PP2054'THE MARK IS IN THE TOWN OF MANKATO, IN THE NW 1/4 OF SECTION 9, T108N,
 PP2054'R26W, 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 14 BYPASS FROM ITS
 PP2054'JUNCTION WITH TRUNK HIGHWAY 22, AT A BRIDGE (NUMBER 07019).  THE
 PP2054'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0702 F
 PP2054'1 1978---, IS SET FLUSH IN A DRILL HOLE IN THE NORTHEAST END OF THE
 PP2054'SOUTHEAST ABUTMENT AND IS ABOUT LEVEL WITH EASTBOUND TRUNK HIGHWAY
 PP2054'14.  THE MARK IS 36.3 FEET (11.1 M) NORTHEAST OF THE CENTERLINE OF
 PP2054'EASTBOUND TRUNK HIGHWAY 14 BYPASS AT MILEPOINT 132.85.
 PP2054
 PP2054                          STATION RECOVERY (1988)
 PP2054
 PP2054'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2054'THE MARK IS LOCATED IN THE TOWN OF MANKATO, IN THE NW 1/4 OF SECTION
 PP2054'9, T108N, R26W, 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 14 BYPASS
 PP2054'FROM ITS JUNCTION WITH TRUNK HIGHWAY 22, AT A BRIDGE (NUMBER 07019).
 PP2054'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP2054'STAMPED---0702 F 1 1978---, IS SET FLUSH IN A DRILL HOLE IN THE
 PP2054'NORTHEAST END OF THE SOUTHEAST ABUTMENT AND IS ABOUT LEVEL WITH
 PP2054'EASTBOUND TRUNK HIGHWAY 14.  THE MARK IS 36.3 FEET (11.1 M) NORTHEAST
 PP2054'OF THE CENTERLINE OF EASTBOUND TRUNK HIGHWAY 14 BYPASS AT MILEPOINT
 PP2054'132.85.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2055 ***********************************************************************
 PP2055  DESIGNATION -  0702 G 1
 PP2055  PID         -  PP2055
 PP2055  STATE/COUNTY-  MN/BLUE EARTH
 PP2055  COUNTRY     -  US
 PP2055  USGS QUAD   -  MANKATO EAST (1993)
 PP2055
 PP2055                         *CURRENT SURVEY CONTROL
 PP2055  ______________________________________________________________________
 PP2055* NAD 83(1986) POSITION- 44 10 29.     (N) 093 56 58.     (W)   SCALED    
 PP2055* NAVD 88 ORTHO HEIGHT -   307.473  (meters)    1008.77  (feet) ADJUSTED  
 PP2055  ______________________________________________________________________
 PP2055  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 PP2055  DYNAMIC HEIGHT  -        307.425 (meters)     1008.61  (feet) COMP
 PP2055  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PP2055
 PP2055  VERT ORDER      -  SECOND    CLASS I
 PP2055
 PP2055.The horizontal coordinates were scaled from a topographic map and have
 PP2055.an estimated accuracy of +/- 6 seconds.
 PP2055.
 PP2055.The orthometric height was determined by differential leveling and
 PP2055.adjusted in June 1991.
 PP2055
 PP2055.The dynamic height is computed by dividing the NAVD 88
 PP2055.geopotential number by the normal gravity value computed on the
 PP2055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2055.degrees latitude (g = 980.6199 gals.).
 PP2055
 PP2055.The modeled gravity was interpolated from observed gravity values.
 PP2055
 PP2055;                    North         East    Units  Estimated Accuracy
 PP2055;SPC MN S     -   230,530.      804,040.      MT  (+/- 180 meters Scaled)
 PP2055
 PP2055                          SUPERSEDED SURVEY CONTROL
 PP2055
 PP2055  NGVD 29 (??/??/92)  307.437  (m)         1008.65   (f) ADJ UNCH    2 1
 PP2055
 PP2055.Superseded values are not recommended for survey control.
 PP2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2055.See file dsdata.txt to determine how the superseded data were derived.
 PP2055
 PP2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ241917(NAD 83)
 PP2055
 PP2055_MARKER: DV = VERTICAL CONTROL DISK
 PP2055_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2055_SP_SET: COPPER-CLAD STEEL ROD
 PP2055_STAMPING: 0702 G 1 1978
 PP2055_MARK LOGO: MNDT  
 PP2055_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2055_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2055_ROD/PIPE-DEPTH: 26.2 meters
 PP2055
 PP2055  HISTORY     - Date     Condition        Report By
 PP2055  HISTORY     - 1978     MONUMENTED       MNDT
 PP2055  HISTORY     - 1980     GOOD             MNDT
 PP2055  HISTORY     - 19861007 GOOD             MNDT
 PP2055  HISTORY     - 19880620 GOOD             MNDT
 PP2055
 PP2055                          STATION DESCRIPTION
 PP2055
 PP2055'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2055'1.25 MI NE FROM MANKATO.
 PP2055'THE MARK IS LOCATED 1.2 MILES EAST ALONG TRUNK HIGHWAY 14 FROM THE
 PP2055'EAST JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 22 IN MANKATO,
 PP2055'THENCE, 0.5 MILES NORTH ALONG A TOWNSHIP ROAD OR 2 MILES EAST ALONG
 PP2055'TRUNK HIGHW 14 BYPASS FROM THE JUNCTION OF TRUNK HIGHWAY 14 BYPASS
 PP2055'AND TRUNK HIGHWAY 22 IN MANKATO. IT IS 143 FT. SOUTH OF THE CENTER OF
 PP2055'THE EASTBOUND TRUNK HIGHWAY 14 BYPASS EXIT RAMP, 84.0 FT. SOUTH OF
 PP2055'THE WEST END OF A 48 INCH CONCRETE CULVERT UNDER A TOWNSHIP ROAD, 72.5
 PP2055'FT. WEST OF THE CENTER OF THE SOUTHBOUND LANE OF A TOWNSHIP ROAD AT
 PP2055'ENGINEER STATION 146 AND 60, 31 FT. SOUTH OF THE NORTH END OF A 24
 PP2055'INCH METAL CULVERT UNDER A DITCH BLOCK AND 1.9 FT. WEST OF A STEEL
 PP2055'SIGN RIGHT OF WAY POST. IT IS A VERTICAL CONTROL MONUMENT DISK
 PP2055'CRIMPED TO 86 FT. OF COPPER CLAD STEEL ROD PROJECTING 2 INCHES ABOVE
 PP2055'GROUND, 0.6 FFT. NORTHEAST OF A STEEL WITNESS POST.
 PP2055
 PP2055                          STATION RECOVERY (1980)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP2055'0.5 MILES NORTH ALONG TRUNK HIGHWAY 14 FROM THE WEST JUNCTION TRUNK
 PP2055'HIGHWAYS 14 AND 60 (NEAR THE CHARHOUSE RESTAURANT) OR AT THE EAST END
 PP2055'OF THE FOUR LANE DIVIDED TRUNK HIGHWAY 14 BY-PASS OF MANKATO. A
 PP2055'STANDARD MHD DISK, STAMPED "0702 G 1 1978", CRIMPED TO 86 FEET OF
 PP2055'COPPER-CLAD STEEL ROD. IT IS 143 FEET SOUTH OF THE CENTER OF THE
 PP2055'EASTBOUND TRUNK HIGHWAY 14 BY-PASS EXIT RAMP, 84.0 FEET SOUTH OF THE
 PP2055'WEST END OF A 48 INCH CONCRETE CULVERT UNDER TRUNK HIGHWAY 14, 72.5
 PP2055'FEET WEST OF THE CENTER OF THE SOUTHBOUND LANE (ENGINEERS STATIONING
 PP2055'146 & 60) 31 FEET SOUTH OF THE NORTH END OF A 24 INCH METAL CULVERT
 PP2055'UNDER A DITCH BLOCK AND 1.9 FEET WEST OF A STEEL R/W SIGN POST, 0.6
 PP2055'FEET NORTHEAST OF A STEEL WITNESS POST, PROJECTING 2 INCHES ABOVE
 PP2055'GROUND. TRUNK HIGHWAY 14 MILE POINT 133.8.
 PP2055
 PP2055                          STATION RECOVERY (1986)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PP2055'THE MARK IS IN THE TOWN OF MAKATO, IN THE NE 1/4 OF SECTION 9, T108N,
 PP2055'R26W, 0.5 MILE (0.8 KM) NORTH ALONG TRUNK HIGHWAY 14 FROM ITS
 PP2055'JUNCTION WITH TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 60 AT THE EAST EDGE
 PP2055'OF MANKATO. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP2055'STAMPED---0702 G 1 1978---, IS SET ON THE TOP OF A DRIVEN 5/8-INCH
 PP2055'DIAMETER BY 86-FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 PP2055'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET (0.9 M) BELOW THE
 PP2055'LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 72.5 FEET (22.1 M) WEST OF
 PP2055'THE CENTERLINE OF TRUNK HIGHWAY 14 AT MILEPOINT 133.85, 143.0 FEET
 PP2055'(43.6 M) SOUTH OF THE CENTER OF THE EASTBOUND TRUNK HIGHWAY 14 EXIT
 PP2055'RAMP, 0.6 FOOT (18.3 CM) SOUTH OF A CHAIN LINK FENCE, 3.5 FEET
 PP2055'(1.1 M) WEST OF THE CORNER OF THE CHAIN LINK FENCE, 1.9 FEET (0.6 M)
 PP2055'WEST OF A STEEL RIGHT-OF-WAY POST, AND 0.6 FOOT (18.3 CM) NORTHEAST OF
 PP2055'A STEEL WITNESS POST.
 PP2055
 PP2055                          STATION RECOVERY (1988)
 PP2055
 PP2055'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2055'THE MARK IS LOCATED IN THE TOWN OF MANKATO, IN THE NE 1/4 OF SECTION
 PP2055'9, T108N, R26W, 0.5 MILE (0.8 KM) NORTH ALONG TRUNK HIGHWAY 14 FROM
 PP2055'ITS JUNCTION WITH TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 60 AT THE EAST
 PP2055'EDGE OF MANKATO.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 PP2055'DISK STAMPED---0702 G 1 1978---, IS SET ON THE TOP OF A DRIVEN
 PP2055'5/8-INCH DIAMETER BY 86-FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS
 PP2055'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET (0.9 M)
 PP2055'BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 72.5 FEET (22.1 M)
 PP2055'WEST OF THE SOUTHBOUND CENTERLINE OF TRUNK HIGHWAY 14 AT MILEPOINT
 PP2055'133.85, 143.0 FEET (43.6 M) SOUTH OF THE CENTER OF THE EASTBOUND
 PP2055'TRUNK HIGHWAY 14 EXIT RAMP, 0.6 FOOT (18.3 CM) SOUTH OF A CHAIN LINK
 PP2055'FENCE, 3.5 FEET (1.1 M) WEST OF THE CORNER OF THE CHAIN LINK FENCE,
 PP2055'1.9 FEET (0.6 M) WEST OF A STEEL RIGHT-OF-WAY POST, AND 0.6 FOOT
 PP2055'(18.3 CM) NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3503 ***********************************************************************
 PP3503  DESIGNATION -  0702 M
 PP3503  PID         -  PP3503
 PP3503  STATE/COUNTY-  MN/BLUE EARTH
 PP3503  COUNTRY     -  US
 PP3503  USGS QUAD   -  MANKATO EAST (1993)
 PP3503
 PP3503                         *CURRENT SURVEY CONTROL
 PP3503  ______________________________________________________________________
 PP3503* NAD 83(2007) POSITION- 44 09 24.28173(N) 093 56 19.79252(W)   ADJUSTED  
 PP3503* NAD 83(2007) ELLIP HT-   279.952 (meters)        (02/10/07)   ADJUSTED
 PP3503* NAD 83(2007) EPOCH   -  2002.00
 PP3503* NAVD 88 ORTHO HEIGHT -   308.379  (meters)    1011.74  (feet) ADJUSTED  
 PP3503  ______________________________________________________________________
 PP3503  NAD 83(2007) X  -   -314,851.438 (meters)                     COMP
 PP3503  NAD 83(2007) Y  - -4,572,734.965 (meters)                     COMP
 PP3503  NAD 83(2007) Z  -  4,420,798.465 (meters)                     COMP
 PP3503  LAPLACE CORR    -         -5.39  (seconds)                    DEFLEC09
 PP3503  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 PP3503  DYNAMIC HEIGHT  -        308.328 (meters)     1011.57  (feet) COMP
 PP3503  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 PP3503
 PP3503  VERT ORDER      -  SECOND    CLASS I
 PP3503
 PP3503  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3503  Type                                         Horiz  Ellip  Dist(km)
 PP3503  -------------------------------------------------------------------
 PP3503  NETWORK                                       1.13   1.00
 PP3503  -------------------------------------------------------------------
 PP3503  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.12   0.90      2.89
 PP3503  -------------------------------------------------------------------
 PP3503  NOTE: Click here for information on individual local accuracy
 PP3503  values and other accuracy information.
 PP3503
 PP3503
 PP3503.The horizontal coordinates were established by GPS observations
 PP3503.and adjusted by the National Geodetic Survey in February 2007.
 PP3503
 PP3503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3503.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3503
 PP3503.The horizontal coordinates are valid at the epoch date displayed above
 PP3503.which is a decimal equivalence of Year/Month/Day.
 PP3503
 PP3503.The orthometric height was determined by differential leveling and
 PP3503.adjusted in June 1995.
 PP3503
 PP3503.Photographs are available for this station.
 PP3503
 PP3503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3503
 PP3503.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3503
 PP3503.The ellipsoidal height was determined by GPS observations
 PP3503.and is referenced to NAD 83.
 PP3503
 PP3503.The dynamic height is computed by dividing the NAVD 88
 PP3503.geopotential number by the normal gravity value computed on the
 PP3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3503.degrees latitude (g = 980.6199 gals.).
 PP3503
 PP3503.The modeled gravity was interpolated from observed gravity values.
 PP3503
 PP3503. The following values were computed from the NAD 83(2007) position.
 PP3503
 PP3503;                    North         East     Units Scale Factor Converg.
 PP3503;SPC MN S     -   228,529.494   804,892.884   MT  0.99994004   +0 02 34.3
 PP3503;SPC MN S     -   749,767.18  2,640,719.40   sFT  0.99994004   +0 02 34.3
 PP3503;UTM  15      - 4,889,710.872   424,928.378   MT  0.99966931   -0 39 14.6
 PP3503
 PP3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3503!SPC MN S     -   0.99995610  x   0.99994004  =   0.99989615
 PP3503!UTM  15      -   0.99995610  x   0.99966931  =   0.99962543
 PP3503
 PP3503                          SUPERSEDED SURVEY CONTROL
 PP3503
 PP3503  NAD 83(1996)-  44 09 24.28108(N)    093 56 19.79141(W) AD(       ) 1
 PP3503  ELLIP H (01/23/03)  280.026  (m)                       GP(       ) 3 2
 PP3503  NAVD 88 (01/23/03)  308.38   (m)         1011.7    (f) LEVELING    3  
 PP3503
 PP3503.Superseded values are not recommended for survey control.
 PP3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3503.See file dsdata.txt to determine how the superseded data were derived.
 PP3503
 PP3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2492889710(NAD 83)
 PP3503
 PP3503_MARKER: DV = VERTICAL CONTROL DISK
 PP3503_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3503_SP_SET: ALUMINUM ALLOY ROD
 PP3503_STAMPING: 0702 M 1986
 PP3503_MARK LOGO: MNDT  
 PP3503_PROJECTION: FLUSH
 PP3503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3503+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 PP3503
 PP3503  HISTORY     - Date     Condition        Report By
 PP3503  HISTORY     - 1986     MONUMENTED       MNDT
 PP3503  HISTORY     - 19991013 GOOD             MNDT
 PP3503  HISTORY     - 20051020 GOOD             MNDT
 PP3503  HISTORY     - 20100830 GOOD             MNDT
 PP3503
 PP3503                          STATION DESCRIPTION
 PP3503
 PP3503'DESCRIBED BY MN DEPT OF TRANSP 1986
 PP3503'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) EAST-SOUTHEAST OF THE TOWN
 PP3503'OF MANKATO, IN THE SE 1/4 OF SECTION 15, T108N, R26W, 0.5 MILE
 PP3503'(0.8 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK
 PP3503'HIGHWAY 22 AND TRUNK HIGHWAY 60 AT THE EAST EDGE OF MANKATO, THENCE
 PP3503'SOUTH 0.65 MILE (1.05 KM) ON A GRAVEL ROAD.  THE MARK, A STANDARD
 PP3503'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0702 M
 PP3503'1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT
 PP3503'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PP3503'ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE ROAD.  THE MARK IS 50.5
 PP3503'FEET (15.4 M) EAST OF THE CENTER OF THE ROAD, 21.0 FEET (6.4 M) SOUTH
 PP3503'OF THE CENTER OF AN ENTRANCE, 41.0 FEET (12.5 M) SOUTH-SOUTHEAST OF A
 PP3503'TELEPHONE CABLE MARKER POST, 5.4 FEET (1.6 M) NORTH-NORTHWEST OF A
 PP3503'8-INCH DIAMETER POPLAR TREE, AND 1.1 FEET (0.3 M) WEST OF A STEEL
 PP3503'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3503
 PP3503                          STATION RECOVERY (1999)
 PP3503
 PP3503'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DJS)
 PP3503'THE MARK WAS RECOVERED AS DESCRIBED.
 PP3503
 PP3503                          STATION RECOVERY (2005)
 PP3503
 PP3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3503'RECOVERED AS DESCRIBED.
 PP3503
 PP3503                          STATION RECOVERY (2010)
 PP3503
 PP3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP3503'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3502 ***********************************************************************
 PP3502  DESIGNATION -  0702 N
 PP3502  PID         -  PP3502
 PP3502  STATE/COUNTY-  MN/BLUE EARTH
 PP3502  COUNTRY     -  US
 PP3502  USGS QUAD   -  MANKATO EAST (1993)
 PP3502
 PP3502                         *CURRENT SURVEY CONTROL
 PP3502  ______________________________________________________________________
 PP3502* NAD 83(1986) POSITION- 44 10 02.0    (N) 093 56 20.9    (W)   HD_HELD2  
 PP3502* NAVD 88 ORTHO HEIGHT -   308.451  (meters)    1011.98  (feet) ADJUSTED  
 PP3502  ______________________________________________________________________
 PP3502  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 PP3502  DYNAMIC HEIGHT  -        308.401 (meters)     1011.81  (feet) COMP
 PP3502  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 PP3502
 PP3502  VERT ORDER      -  SECOND    CLASS I
 PP3502
 PP3502.The horizontal coordinates were established by autonomous hand held GPS
 PP3502.observations and have an estimated accuracy of +/- 10 meters.
 PP3502.
 PP3502.The orthometric height was determined by differential leveling and
 PP3502.adjusted in June 1995.
 PP3502
 PP3502.Photographs are available for this station.
 PP3502
 PP3502.The dynamic height is computed by dividing the NAVD 88
 PP3502.geopotential number by the normal gravity value computed on the
 PP3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3502.degrees latitude (g = 980.6199 gals.).
 PP3502
 PP3502.The modeled gravity was interpolated from observed gravity values.
 PP3502
 PP3502;                    North         East    Units  Estimated Accuracy
 PP3502;SPC MN S     -   229,694.      804,867.      MT  (+/- 10 meters HH2 GPS)
 PP3502
 PP3502                          SUPERSEDED SURVEY CONTROL
 PP3502
 PP3502.No superseded survey control is available for this station.
 PP3502
 PP3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2491790874(NAD 83)
 PP3502
 PP3502_MARKER: DV = VERTICAL CONTROL DISK
 PP3502_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3502_SP_SET: ALUMINUM ALLOY ROD
 PP3502_STAMPING: 0702 N 1986
 PP3502_MARK LOGO: MNDT  
 PP3502_PROJECTION: FLUSH
 PP3502_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3502+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2010
 PP3502
 PP3502  HISTORY     - Date     Condition        Report By
 PP3502  HISTORY     - 1986     MONUMENTED       MNDT
 PP3502  HISTORY     - 19880620 GOOD             MNDT
 PP3502  HISTORY     - 19991013 GOOD             MNDT
 PP3502  HISTORY     - 20051020 GOOD             MNDT
 PP3502  HISTORY     - 20100830 GOOD             MNDT
 PP3502
 PP3502                          STATION DESCRIPTION
 PP3502
 PP3502'DESCRIBED BY MN DEPT OF TRANSP 1986
 PP3502'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) EAST OF THE TOWN OF
 PP3502'MANKATO, IN THE SE 1/4 OF SECTION 10, T108N, R26W, 0.5 MILE (0.8 KM)
 PP3502'EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 60
 PP3502'AND TRUNK HIGHWAY 22 AT THE EAST EDGE OF MANKATO.  THE MARK, A
 PP3502'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0702
 PP3502'N 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 PP3502'LONG ALUMINUM ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE
 PP3502'OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE
 PP3502'ROAD.  THE MARK IS 108.5 FEET (33.1 M) NORTH OF THE CENTERLINE OF
 PP3502'TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 60 AT MILEPOINT 134.85, 19.0 FEET
 PP3502'(5.8 M) EAST OF THE CENTER OF A PRIVATE DRIVE, 33.9 FEET (10.3 M)
 PP3502'NORTH-NORTHEAST OF A STEEL GATE POST, 1.8 FEET (0.5 M) WEST-SOUTHWEST
 PP3502'OF A STEEL RIGHT-OF-WAY POST, AND 1.0 FOOT (0.3 M) SOUTH OF A STEEL
 PP3502'WITNESS POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3502
 PP3502                          STATION RECOVERY (1988)
 PP3502
 PP3502'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP3502'THE MARK IS ABOUT 0.5 MILE (0.8 KM) EAST OF THE TOWN OF MANKATO, IN
 PP3502'THE SE 1/4 OF SECTION 10, T108N, R26W, 0.5 MILE (0.8 KM) EAST ALONG
 PP3502'TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 60 AND TRUNK
 PP3502'HIGHWAY 22 AT THE EAST EDGE OF MANKATO.  THE MARK, A STANDARD MNDT
 PP3502'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0702 N 1986---, IS
 PP3502'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PP3502'ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND
 PP3502'AND IS ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE ROAD.  THE MARK IS
 PP3502'108.5 FEET (33.1 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AND
 PP3502'TRUNK HIGHWAY 60 AT MILEPOINT 134.85, 19.0 FEET (5.8 M) EAST OF THE
 PP3502'CENTER OF A PRIVATE DRIVE, 33.9 FEET (10.3 M) NORTH-NORTHEAST OF A
 PP3502'STEEL GATE POST, 1.8 FEET (0.5 M) WEST-SOUTHWEST OF A STEEL
 PP3502'RIGHT-OF-WAY POST AND 1.0 FOOT (0.3 M) SOUTH OF A STEEL WITNESS POST.
 PP3502'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3502
 PP3502                          STATION RECOVERY (1999)
 PP3502
 PP3502'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PP3502'THE MARK WAS RECOVERED AS DESCRIBED.
 PP3502
 PP3502                          STATION RECOVERY (2005)
 PP3502
 PP3502'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3502'RECOVERED AS DESCRIBED.
 PP3502
 PP3502                          STATION RECOVERY (2010)
 PP3502
 PP3502'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 PP3502'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3505 ***********************************************************************
 PP3505  DESIGNATION -  0702 P
 PP3505  PID         -  PP3505
 PP3505  STATE/COUNTY-  MN/BLUE EARTH
 PP3505  COUNTRY     -  US
 PP3505  USGS QUAD   -  MANKATO EAST (1993)
 PP3505
 PP3505                         *CURRENT SURVEY CONTROL
 PP3505  ______________________________________________________________________
 PP3505* NAD 83(1986) POSITION- 44 10 01.     (N) 093 55 23.     (W)   SCALED    
 PP3505* NAVD 88 ORTHO HEIGHT -   311.277  (meters)    1021.25  (feet) ADJUSTED  
 PP3505  ______________________________________________________________________
 PP3505  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 PP3505  DYNAMIC HEIGHT  -        311.226 (meters)     1021.08  (feet) COMP
 PP3505  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PP3505
 PP3505  VERT ORDER      -  SECOND    CLASS I
 PP3505
 PP3505.The horizontal coordinates were scaled from a topographic map and have
 PP3505.an estimated accuracy of +/- 6 seconds.
 PP3505.
 PP3505.The orthometric height was determined by differential leveling and
 PP3505.adjusted in June 1995.
 PP3505
 PP3505.The dynamic height is computed by dividing the NAVD 88
 PP3505.geopotential number by the normal gravity value computed on the
 PP3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3505.degrees latitude (g = 980.6199 gals.).
 PP3505
 PP3505.The modeled gravity was interpolated from observed gravity values.
 PP3505
 PP3505;                    North         East    Units  Estimated Accuracy
 PP3505;SPC MN S     -   229,660.      806,150.      MT  (+/- 180 meters Scaled)
 PP3505
 PP3505                          SUPERSEDED SURVEY CONTROL
 PP3505
 PP3505.No superseded survey control is available for this station.
 PP3505
 PP3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ262908(NAD 83)
 PP3505
 PP3505_MARKER: DV = VERTICAL CONTROL DISK
 PP3505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3505_SP_SET: ALUMINUM ALLOY ROD
 PP3505_STAMPING: 0702 P 1988
 PP3505_MARK LOGO: MNDT  
 PP3505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3505
 PP3505  HISTORY     - Date     Condition        Report By
 PP3505  HISTORY     - 1988     MONUMENTED       MNDT
 PP3505
 PP3505                          STATION DESCRIPTION
 PP3505
 PP3505'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3505'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) EAST OF THE CITY OF
 PP3505'MANKATO, 1.3 MILES (2.1 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3505'JUNCTION WITH TRUNK HIGHWAY 22 ON THE EAST EDGE OF MANKATO, IN THE NW
 PP3505'1/4 OF SECTION 14, T108N, R26W.  IT IS 45.0 FEET (13.7 M) SOUTH OF
 PP3505'AND ABOUT 3 FEET (0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 14 AT
 PP3505'MILEPOINT 135.65, 16.5 FEET (5.0 M) EAST OF THE CENTER OF A DRIVEWAY,
 PP3505'2.3 FEET (0.7 M) WEST OF A POWER POLE.  THE MARK, A STANDARD MNDT
 PP3505'ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) STAMPED---0702 P
 PP3505'1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PP3505'30-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER PLASTIC PIPE,
 PP3505'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3507 ***********************************************************************
 PP3507  DESIGNATION -  0702 R
 PP3507  PID         -  PP3507
 PP3507  STATE/COUNTY-  MN/BLUE EARTH
 PP3507  COUNTRY     -  US
 PP3507  USGS QUAD   -  MANKATO EAST (1993)
 PP3507
 PP3507                         *CURRENT SURVEY CONTROL
 PP3507  ______________________________________________________________________
 PP3507* NAD 83(2007) POSITION- 44 10 02.89718(N) 093 53 32.95385(W)   ADJUSTED  
 PP3507* NAD 83(2007) ELLIP HT-   280.545 (meters)        (02/10/07)   ADJUSTED
 PP3507* NAD 83(2007) EPOCH   -  2002.00
 PP3507* NAVD 88 ORTHO HEIGHT -   309.071  (meters)    1014.01  (feet) ADJUSTED  
 PP3507  ______________________________________________________________________
 PP3507  NAD 83(2007) X  -   -311,096.305 (meters)                     COMP
 PP3507  NAD 83(2007) Y  - -4,572,160.069 (meters)                     COMP
 PP3507  NAD 83(2007) Z  -  4,421,653.937 (meters)                     COMP
 PP3507  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC09
 PP3507  GEOID HEIGHT    -        -28.53  (meters)                     GEOID09
 PP3507  DYNAMIC HEIGHT  -        309.018 (meters)     1013.84  (feet) COMP
 PP3507  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 PP3507
 PP3507  VERT ORDER      -  SECOND    CLASS I
 PP3507
 PP3507  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3507  Type                                         Horiz  Ellip  Dist(km)
 PP3507  -------------------------------------------------------------------
 PP3507  NETWORK                                       0.44   0.73
 PP3507  -------------------------------------------------------------------
 PP3507  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.43   0.71      6.97
 PP3507  -------------------------------------------------------------------
 PP3507  NOTE: Click here for information on individual local accuracy
 PP3507  values and other accuracy information.
 PP3507
 PP3507
 PP3507.The horizontal coordinates were established by GPS observations
 PP3507.and adjusted by the National Geodetic Survey in February 2007.
 PP3507
 PP3507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3507.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3507
 PP3507.The horizontal coordinates are valid at the epoch date displayed above
 PP3507.which is a decimal equivalence of Year/Month/Day.
 PP3507
 PP3507.The orthometric height was determined by differential leveling and
 PP3507.adjusted in June 1995.
 PP3507
 PP3507.Photographs are available for this station.
 PP3507
 PP3507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3507
 PP3507.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3507
 PP3507.The ellipsoidal height was determined by GPS observations
 PP3507.and is referenced to NAD 83.
 PP3507
 PP3507.The dynamic height is computed by dividing the NAVD 88
 PP3507.geopotential number by the normal gravity value computed on the
 PP3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3507.degrees latitude (g = 980.6199 gals.).
 PP3507
 PP3507.The modeled gravity was interpolated from observed gravity values.
 PP3507
 PP3507. The following values were computed from the NAD 83(2007) position.
 PP3507
 PP3507;                    North         East     Units Scale Factor Converg.
 PP3507;SPC MN S     -   229,725.127   808,598.374   MT  0.99993894   +0 04 31.3
 PP3507;SPC MN S     -   753,689.85  2,652,876.50   sFT  0.99993894   +0 04 31.3
 PP3507;UTM  15      - 4,890,861.021   428,647.123   MT  0.99966261   -0 37 18.7
 PP3507
 PP3507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3507!SPC MN S     -   0.99995601  x   0.99993894  =   0.99989495
 PP3507!UTM  15      -   0.99995601  x   0.99966261  =   0.99961864
 PP3507
 PP3507                          SUPERSEDED SURVEY CONTROL
 PP3507
 PP3507  NAD 83(1996)-  44 10 02.89679(N)    093 53 32.95300(W) AD(       ) 1
 PP3507  ELLIP H (05/18/04)  280.593  (m)                       GP(       ) 3 1
 PP3507  NAVD 88 (05/18/04)  309.07   (m)         1014.0    (f) LEVELING    3  
 PP3507
 PP3507.Superseded values are not recommended for survey control.
 PP3507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3507.See file dsdata.txt to determine how the superseded data were derived.
 PP3507
 PP3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2864790861(NAD 83)
 PP3507
 PP3507_MARKER: DV = VERTICAL CONTROL DISK
 PP3507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3507_SP_SET: ALUMINUM ALLOY ROD
 PP3507_STAMPING: 0702 R 1988
 PP3507_MARK LOGO: MNDT  
 PP3507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3507+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 PP3507
 PP3507  HISTORY     - Date     Condition        Report By
 PP3507  HISTORY     - 1988     MONUMENTED       MNDT
 PP3507  HISTORY     - 20030807 GOOD             MNDT
 PP3507
 PP3507                          STATION DESCRIPTION
 PP3507
 PP3507'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3507'THE MARK IS LOCATED NEAR THE WEST EDGE OF THE CITY OF EAGLE LAKE, 0.7
 PP3507'MILE (1.1 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PP3507'COUNTY ROAD 27 (AGENCY STREET SOUTH), IN THE SE 1/4 OF SECTION 12,
 PP3507'T108N, R26W. IT IS ABOUT 250 FEET (76.2 M) NORTH OF THE CENTERLINE OF
 PP3507'HIGHWAY 14 (AND TRUNK HIGHWAY 60) AT MILEPOINT 137.15, 33.5 FEET
 PP3507'(10.2 M) SOUTH OF AND ABOUT LEVEL WITH THE SOUTH RAIL OF THE RAILWAY,
 PP3507'1.6 FEET (0.5 M) EAST OF A TELEGRAPH POLE, AND 1.1 FEET (0.3 M) WEST
 PP3507'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3507'CONTROL MONUMENT DISK (MAGNETIC) STAMPED---0702 R 1988---, IS FORCED
 PP3507'ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PP3507'ALLOY ROD IN A 6-INCH DIAMETER PLASTIC PIPE, AND 0.3 FOOT (9.1 CM)
 PP3507'BELOW GROUND LEVEL.
 PP3507
 PP3507                          STATION RECOVERY (2003)
 PP3507
 PP3507'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PP3507'THE MARK WAS RECOVERED IN EAGLE LAKE.  TO REACH GO 1.0 MILE (1.6 KM)
 PP3507'WEST OF COUNTY RD 55 ON TRUNK HIGHWAY 14 TO MILEPOINT 137.15, THEN
 PP3507'0.20 MILE (0.32 KM) SOUTH ON COUNTY RD 56.  THE MARK IS 207 FT (63.1
 PP3507'M) EAST OF CENTER OF COUNTY RD 56 ( 598TH AVE ), 33.5 FT (10.2 M)
 PP3507'SOUTH OF RAILROAD RAIL, 225 FT (68.6 M) NORTH OF COUNTY RD 17 ( 216TH
 PP3507'ST ) 1.1 FT (0.3 M) WEST OF WITNESS POST, PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3508 ***********************************************************************
 PP3508  DESIGNATION -  0702 S
 PP3508  PID         -  PP3508
 PP3508  STATE/COUNTY-  MN/BLUE EARTH
 PP3508  COUNTRY     -  US
 PP3508  USGS QUAD   -  MANKATO EAST (1993)
 PP3508
 PP3508                         *CURRENT SURVEY CONTROL
 PP3508  ______________________________________________________________________
 PP3508* NAD 83(1986) POSITION- 44 09 52.     (N) 093 52 56.     (W)   SCALED    
 PP3508* NAVD 88 ORTHO HEIGHT -   309.343  (meters)    1014.90  (feet) ADJUSTED  
 PP3508  ______________________________________________________________________
 PP3508  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 PP3508  DYNAMIC HEIGHT  -        309.289 (meters)     1014.73  (feet) COMP
 PP3508  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 PP3508
 PP3508  VERT ORDER      -  SECOND    CLASS I
 PP3508
 PP3508.The horizontal coordinates were scaled from a topographic map and have
 PP3508.an estimated accuracy of +/- 6 seconds.
 PP3508.
 PP3508.The orthometric height was determined by differential leveling and
 PP3508.adjusted in June 1995.
 PP3508
 PP3508.The dynamic height is computed by dividing the NAVD 88
 PP3508.geopotential number by the normal gravity value computed on the
 PP3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3508.degrees latitude (g = 980.6199 gals.).
 PP3508
 PP3508.The modeled gravity was interpolated from observed gravity values.
 PP3508
 PP3508;                    North         East    Units  Estimated Accuracy
 PP3508;SPC MN S     -   229,390.      809,420.      MT  (+/- 180 meters Scaled)
 PP3508
 PP3508                          SUPERSEDED SURVEY CONTROL
 PP3508
 PP3508.No superseded survey control is available for this station.
 PP3508
 PP3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ294905(NAD 83)
 PP3508
 PP3508_MARKER: DV = VERTICAL CONTROL DISK
 PP3508_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP3508+WITH SETTING: PAVEMENT
 PP3508_SP_SET: WATER TANK FOOTING
 PP3508_STAMPING: 0702 S 1988
 PP3508_MARK LOGO: MNDT  
 PP3508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3508+STABILITY: SURFACE MOTION
 PP3508
 PP3508  HISTORY     - Date     Condition        Report By
 PP3508  HISTORY     - 1988     MONUMENTED       MNDT
 PP3508
 PP3508                          STATION DESCRIPTION
 PP3508
 PP3508'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3508'THE MARK IS LOCATED IN THE CITY OF EAGLE LAKE, 0.15 MILE (0.24 KM)
 PP3508'WEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH COUNTY ROAD 27
 PP3508'(AGENCY STREET SOUTH), AT HIGHWAY 14 MILEPOINT 137.65, AT THE CITY
 PP3508'WATER TANK, AND IN THE NW 1/4 OF SECTION 18, T108N, R25W.  IT IS
 PP3508'110.3 FEET (33.6 M) EAST OF THE CENTERLINE OF THIRD STREET NORTH,
 PP3508'75.2 FEET (22.9 M) SOUTH OF A POWER POLE (WITH 2 TRANSFORMERS), AND
 PP3508'54.9 FEET (16.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUMP
 PP3508'HOUSE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3508'DISK STAMPED---0702 S 1988---, IS SET IN A DRILL HOLE IN THE
 PP3508'SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOOTING OF A WATER TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3513 ***********************************************************************
 PP3513  DESIGNATION -  0702 T
 PP3513  PID         -  PP3513
 PP3513  STATE/COUNTY-  MN/BLUE EARTH
 PP3513  COUNTRY     -  US
 PP3513  USGS QUAD   -  MADISON LAKE (1974)
 PP3513
 PP3513                         *CURRENT SURVEY CONTROL
 PP3513  ______________________________________________________________________
 PP3513* NAD 83(1986) POSITION- 44 09 39.     (N) 093 52 00.     (W)   SCALED    
 PP3513* NAVD 88 ORTHO HEIGHT -   306.480  (meters)    1005.51  (feet) ADJUSTED  
 PP3513  ______________________________________________________________________
 PP3513  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 PP3513  DYNAMIC HEIGHT  -        306.425 (meters)     1005.33  (feet) COMP
 PP3513  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 PP3513
 PP3513  VERT ORDER      -  SECOND    CLASS I
 PP3513
 PP3513.The horizontal coordinates were scaled from a topographic map and have
 PP3513.an estimated accuracy of +/- 6 seconds.
 PP3513.
 PP3513.The orthometric height was determined by differential leveling and
 PP3513.adjusted in June 1995.
 PP3513
 PP3513.The dynamic height is computed by dividing the NAVD 88
 PP3513.geopotential number by the normal gravity value computed on the
 PP3513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3513.degrees latitude (g = 980.6199 gals.).
 PP3513
 PP3513.The modeled gravity was interpolated from observed gravity values.
 PP3513
 PP3513;                    North         East    Units  Estimated Accuracy
 PP3513;SPC MN S     -   228,990.      810,670.      MT  (+/- 180 meters Scaled)
 PP3513
 PP3513                          SUPERSEDED SURVEY CONTROL
 PP3513
 PP3513.No superseded survey control is available for this station.
 PP3513
 PP3513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ307901(NAD 83)
 PP3513
 PP3513_MARKER: DV = VERTICAL CONTROL DISK
 PP3513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3513_SP_SET: ALUMINUM ALLOY ROD
 PP3513_STAMPING: 0702 T 1988
 PP3513_MARK LOGO: MNDT  
 PP3513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3513
 PP3513  HISTORY     - Date     Condition        Report By
 PP3513  HISTORY     - 1988     MONUMENTED       MNDT
 PP3513
 PP3513                          STATION DESCRIPTION
 PP3513
 PP3513'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3513'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) EAST OF THE CITY OF EAGLE
 PP3513'LAKE, 0.65 MILE (1.05 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP3513'JUNCTION WITH COUNTY ROAD 27 (AGENCY STREET SOUTH) IN EAGLE LAKE, IN
 PP3513'THE NW 1/4 OF SECTION 17, T108, R25W.  IT IS 59.5 FEET (18.1 M)
 PP3513'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 138.5,
 PP3513'37.9 FEET (11.6 M) SOUTH-SOUTHWEST OF AND ABOUT 2 FEET (0.6 M) LOWER
 PP3513'THAN THE SOUTH RAIL OF THE RAILWAY, 33.5 FEET (10.2 M) WEST-NORTHWEST
 PP3513'OF THE CENTER OF AN ENTRANCE, 18.6 FEET (5.7 M) EAST-SOUTHEAST OF A
 PP3513'TELEPHONE POLE, AND 1.2 FEET (0.4 M) EAST OF A STEEL WITNESS POST.
 PP3513'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3513'(MAGNETIC) STAMPED---0702 T 1988---, IS FORCED ONTO THE TOP OF A
 PP3513'DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD IN A
 PP3513'6-INCH DIAMETER PLASTIC PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3514 ***********************************************************************
 PP3514  DESIGNATION -  0702 U
 PP3514  PID         -  PP3514
 PP3514  STATE/COUNTY-  MN/BLUE EARTH
 PP3514  COUNTRY     -  US
 PP3514  USGS QUAD   -  MADISON LAKE (1974)
 PP3514
 PP3514                         *CURRENT SURVEY CONTROL
 PP3514  ______________________________________________________________________
 PP3514* NAD 83(1986) POSITION- 44 09 30.     (N) 093 51 14.     (W)   SCALED    
 PP3514* NAVD 88 ORTHO HEIGHT -   310.370  (meters)    1018.27  (feet) ADJUSTED  
 PP3514  ______________________________________________________________________
 PP3514  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 PP3514  DYNAMIC HEIGHT  -        310.314 (meters)     1018.09  (feet) COMP
 PP3514  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 PP3514
 PP3514  VERT ORDER      -  SECOND    CLASS I
 PP3514
 PP3514.The horizontal coordinates were scaled from a topographic map and have
 PP3514.an estimated accuracy of +/- 6 seconds.
 PP3514.
 PP3514.The orthometric height was determined by differential leveling and
 PP3514.adjusted in June 1995.
 PP3514
 PP3514.The dynamic height is computed by dividing the NAVD 88
 PP3514.geopotential number by the normal gravity value computed on the
 PP3514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3514.degrees latitude (g = 980.6199 gals.).
 PP3514
 PP3514.The modeled gravity was interpolated from observed gravity values.
 PP3514
 PP3514;                    North         East    Units  Estimated Accuracy
 PP3514;SPC MN S     -   228,720.      811,690.      MT  (+/- 180 meters Scaled)
 PP3514
 PP3514                          SUPERSEDED SURVEY CONTROL
 PP3514
 PP3514.No superseded survey control is available for this station.
 PP3514
 PP3514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ317898(NAD 83)
 PP3514
 PP3514_MARKER: DV = VERTICAL CONTROL DISK
 PP3514_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3514_SP_SET: ALUMINUM ALLOY ROD
 PP3514_STAMPING: 0702 U 1988
 PP3514_MARK LOGO: MNDT  
 PP3514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3514
 PP3514  HISTORY     - Date     Condition        Report By
 PP3514  HISTORY     - 1988     MONUMENTED       MNDT
 PP3514
 PP3514                          STATION DESCRIPTION
 PP3514
 PP3514'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3514'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) EAST-SOUTHEAST OF THE CITY
 PP3514'OF EAGLE LAKE, 1.3 MILES (2.1 KM) EAST ALONG TRUNK HIGHWAY 14 FROM
 PP3514'ITS JUNCTION WITH COUNTY ROAD 27 (AGENCY STREET SOUTH) IN EAGLE LAKE,
 PP3514'IN THE SE 1/4 OF SECTION 17, T108, R25W.  IT IS 61.5 FEET (18.7 M)
 PP3514'NORTH-NORTHEAST OF AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE CENTERLINE
 PP3514'OF HIGHWAY 14 AT MILEPOINT 139.1, 36.0 FEET (11.0 M) SOUTH-SOUTHWEST
 PP3514'OF AND ABOUT 1.5 FEET (0.5 M) LOWER THAN THE SOUTH RAIL OF THE
 PP3514'RAILWAY, 65.0 FEET (19.8 M) WEST-NORTHWEST OF A FIELD ENTRANCE, 18.0
 PP3514'FEET (5.5 M) EAST OF AN UNDERGROUND CABLE MARKER POST (NUMBERED
 PP3514'MN023190), 2.5 FEET (0.8 M) EAST-SOUTHEAST OF A TELEPHONE POLE, AND
 PP3514'1.2 FEET (0.4 M) WEST-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3514'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC)
 PP3514'STAMPED---0702 U 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 PP3514'DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER
 PP3514'PLASTIC PIPE, AN 0.1 FOOT (3.0 CM) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3515 ***********************************************************************
 PP3515  DESIGNATION -  0702 V
 PP3515  PID         -  PP3515
 PP3515  STATE/COUNTY-  MN/BLUE EARTH
 PP3515  COUNTRY     -  US
 PP3515  USGS QUAD   -  MADISON LAKE (1974)
 PP3515
 PP3515                         *CURRENT SURVEY CONTROL
 PP3515  ______________________________________________________________________
 PP3515* NAD 83(2007) POSITION- 44 09 18.75627(N) 093 50 18.10411(W)   ADJUSTED  
 PP3515* NAD 83(2007) ELLIP HT-   285.049 (meters)        (02/10/07)   ADJUSTED
 PP3515* NAD 83(2007) EPOCH   -  2002.00
 PP3515* NAVD 88 ORTHO HEIGHT -   313.701  (meters)    1029.20  (feet) ADJUSTED  
 PP3515  ______________________________________________________________________
 PP3515  NAD 83(2007) X  -   -306,840.797 (meters)                     COMP
 PP3515  NAD 83(2007) Y  - -4,573,402.222 (meters)                     COMP
 PP3515  NAD 83(2007) Z  -  4,420,679.653 (meters)                     COMP
 PP3515  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC09
 PP3515  GEOID HEIGHT    -        -28.65  (meters)                     GEOID09
 PP3515  DYNAMIC HEIGHT  -        313.643 (meters)     1029.01  (feet) COMP
 PP3515  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 PP3515
 PP3515  VERT ORDER      -  SECOND    CLASS I
 PP3515
 PP3515  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3515  Type                                         Horiz  Ellip  Dist(km)
 PP3515  -------------------------------------------------------------------
 PP3515  NETWORK                                       0.74   0.73
 PP3515  -------------------------------------------------------------------
 PP3515  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.69      2.48
 PP3515  -------------------------------------------------------------------
 PP3515  NOTE: Click here for information on individual local accuracy
 PP3515  values and other accuracy information.
 PP3515
 PP3515
 PP3515.The horizontal coordinates were established by GPS observations
 PP3515.and adjusted by the National Geodetic Survey in February 2007.
 PP3515
 PP3515.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3515.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3515
 PP3515.The horizontal coordinates are valid at the epoch date displayed above
 PP3515.which is a decimal equivalence of Year/Month/Day.
 PP3515
 PP3515.The orthometric height was determined by differential leveling and
 PP3515.adjusted in June 1995.
 PP3515
 PP3515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3515
 PP3515.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3515
 PP3515.The ellipsoidal height was determined by GPS observations
 PP3515.and is referenced to NAD 83.
 PP3515
 PP3515.The dynamic height is computed by dividing the NAVD 88
 PP3515.geopotential number by the normal gravity value computed on the
 PP3515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3515.degrees latitude (g = 980.6199 gals.).
 PP3515
 PP3515.The modeled gravity was interpolated from observed gravity values.
 PP3515
 PP3515. The following values were computed from the NAD 83(2007) position.
 PP3515
 PP3515;                    North         East     Units Scale Factor Converg.
 PP3515;SPC MN S     -   228,369.912   812,929.722   MT  0.99994020   +0 06 47.9
 PP3515;SPC MN S     -   749,243.62  2,667,086.93   sFT  0.99994020   +0 06 47.9
 PP3515;UTM  15      - 4,889,453.591   432,960.447   MT  0.99965527   -0 35 02.5
 PP3515
 PP3515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3515!SPC MN S     -   0.99995531  x   0.99994020  =   0.99989551
 PP3515!UTM  15      -   0.99995531  x   0.99965527  =   0.99961059
 PP3515
 PP3515|---------------------------------------------------------------------|
 PP3515| PID    Reference Object                     Distance      Geod. Az  |
 PP3515|                                                           dddmmss.s |
 PP3515| AI6549 BENZKOFER                           399.991 METERS 09341     |
 PP3515|---------------------------------------------------------------------|
 PP3515
 PP3515                          SUPERSEDED SURVEY CONTROL
 PP3515
 PP3515  NAD 83(1996)-  44 09 18.75582(N)    093 50 18.10320(W) AD(       ) 1
 PP3515  ELLIP H (07/31/00)  285.087  (m)                       GP(       ) 4 1
 PP3515  NAVD 88 (07/31/00)  313.70   (m)         1029.2    (f) LEVELING    3  
 PP3515
 PP3515.Superseded values are not recommended for survey control.
 PP3515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3515.See file dsdata.txt to determine how the superseded data were derived.
 PP3515
 PP3515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3296089453(NAD 83)
 PP3515
 PP3515_MARKER: DV = VERTICAL CONTROL DISK
 PP3515_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3515_SP_SET: ALUMINUM ALLOY ROD
 PP3515_STAMPING: 0702 V 1988
 PP3515_MARK LOGO: MNDT  
 PP3515_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3515+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3515
 PP3515  HISTORY     - Date     Condition        Report By
 PP3515  HISTORY     - 1988     MONUMENTED       MNDT
 PP3515  HISTORY     - 19980406 GOOD             MNDT
 PP3515
 PP3515                          STATION DESCRIPTION
 PP3515
 PP3515'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3515'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) EAST-SOUTHEAST OF THE
 PP3515'CITY OF EAGLE LAKE, 2.15 MILES (3.46 KM) EAST ALONG TRUNK HIGHWAY 14
 PP3515'FROM ITS JUNCTION WITH COUNTY ROAD 27 (AGENCY STREET SOUTH) IN EAGLE
 PP3515'LAKE, IN THE SE 1/4 OF SECTION 16, T108, R25W.  IT IS ABOUT 420 FEET
 PP3515'(128.0 M) NORTH OF THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 140.0,
 PP3515'48.7 FEET (14.8 M) SOUTH-SOUTHWEST OF AND ABOUT 1.5 FEET (0.5 M)
 PP3515'LOWER THAN THE SOUTH RAIL OF THE RAILWAY, 29.5 FEET (9.0 M) EAST OF
 PP3515'THE CENTER OF A GRAVEL ROAD, 17.4 FEET (5.3 M) SOUTH-SOUTHEAST OF A
 PP3515'TELEPHONE POLE, 9.0 FEET (2.7 M) SOUTH-SOUTHEAST OF AN UNDERGROUND
 PP3515'CABLE MARKER POST (NUMBERED MN023172), 2.6 FEET (0.8 M) WEST OF A
 PP3515'POWER POLE, AND 1.0 FOOT (0.3 M) NORTH-NORTHWEST OF A STEEL WITNESS
 PP3515'POST. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3515'DISK (MAGNETIC) STAMPED---0702 V 1988---, IS FORCED ONTO THE TOP OF A
 PP3515'DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD IN A
 PP3515'6-INCH DIAMETER PLASTIC PIPE, AND 0.1 FOOT (3.0 CM) BELOW THE GROUND
 PP3515'LEVEL.
 PP3515
 PP3515                          STATION RECOVERY (1998)
 PP3515
 PP3515'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3515'THE MARK WAS RECOVERED AS DESCRIBED AT TH 14 MP 140.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3516 ***********************************************************************
 PP3516  DESIGNATION -  0702 W
 PP3516  PID         -  PP3516
 PP3516  STATE/COUNTY-  MN/BLUE EARTH
 PP3516  COUNTRY     -  US
 PP3516  USGS QUAD   -  MADISON LAKE (1974)
 PP3516
 PP3516                         *CURRENT SURVEY CONTROL
 PP3516  ______________________________________________________________________
 PP3516* NAD 83(2007) POSITION- 44 09 07.83471(N) 093 49 13.71086(W)   ADJUSTED  
 PP3516* NAD 83(2007) ELLIP HT-   284.207 (meters)        (02/10/07)   ADJUSTED
 PP3516* NAD 83(2007) EPOCH   -  2002.00
 PP3516* NAVD 88 ORTHO HEIGHT -   312.896  (meters)    1026.56  (feet) ADJUSTED  
 PP3516  ______________________________________________________________________
 PP3516  NAD 83(2007) X  -   -305,428.631 (meters)                     COMP
 PP3516  NAD 83(2007) Y  - -4,573,731.495 (meters)                     COMP
 PP3516  NAD 83(2007) Z  -  4,420,437.197 (meters)                     COMP
 PP3516  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC09
 PP3516  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 PP3516  DYNAMIC HEIGHT  -        312.837 (meters)     1026.37  (feet) COMP
 PP3516  MODELED GRAVITY -    980,422.9   (mgal)                       NAVD 88
 PP3516
 PP3516  VERT ORDER      -  SECOND    CLASS I
 PP3516
 PP3516  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3516  Type                                         Horiz  Ellip  Dist(km)
 PP3516  -------------------------------------------------------------------
 PP3516  NETWORK                                       0.62   0.63
 PP3516  -------------------------------------------------------------------
 PP3516  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.53      1.47
 PP3516  -------------------------------------------------------------------
 PP3516  NOTE: Click here for information on individual local accuracy
 PP3516  values and other accuracy information.
 PP3516
 PP3516
 PP3516.The horizontal coordinates were established by GPS observations
 PP3516.and adjusted by the National Geodetic Survey in February 2007.
 PP3516
 PP3516.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3516.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3516
 PP3516.The horizontal coordinates are valid at the epoch date displayed above
 PP3516.which is a decimal equivalence of Year/Month/Day.
 PP3516
 PP3516.The orthometric height was determined by differential leveling and
 PP3516.adjusted in June 1995.
 PP3516
 PP3516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3516
 PP3516.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3516
 PP3516.The ellipsoidal height was determined by GPS observations
 PP3516.and is referenced to NAD 83.
 PP3516
 PP3516.The dynamic height is computed by dividing the NAVD 88
 PP3516.geopotential number by the normal gravity value computed on the
 PP3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3516.degrees latitude (g = 980.6199 gals.).
 PP3516
 PP3516.The modeled gravity was interpolated from observed gravity values.
 PP3516
 PP3516. The following values were computed from the NAD 83(2007) position.
 PP3516
 PP3516;                    North         East     Units Scale Factor Converg.
 PP3516;SPC MN S     -   228,035.821   814,361.278   MT  0.99994052   +0 07 33.0
 PP3516;SPC MN S     -   748,147.52  2,671,783.63   sFT  0.99994052   +0 07 33.0
 PP3516;UTM  15      - 4,889,102.203   434,387.422   MT  0.99965295   -0 34 17.5
 PP3516
 PP3516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3516!SPC MN S     -   0.99995544  x   0.99994052  =   0.99989596
 PP3516!UTM  15      -   0.99995544  x   0.99965295  =   0.99960840
 PP3516
 PP3516:                Primary Azimuth Mark                     Grid Az
 PP3516:SPC MN S     -  0702 X                                   104 05 53.5
 PP3516:UTM  15      -  0702 X                                   104 47 44.0
 PP3516
 PP3516|---------------------------------------------------------------------|
 PP3516| PID    Reference Object                     Distance      Geod. Az  |
 PP3516|                                                           dddmmss.s |
 PP3516| PP3517 0702 X                              APPROX. 1.0 KM 1041326.5 |
 PP3516|---------------------------------------------------------------------|
 PP3516
 PP3516                          SUPERSEDED SURVEY CONTROL
 PP3516
 PP3516  NAD 83(1996)-  44 09 07.83421(N)    093 49 13.70994(W) AD(       ) 1
 PP3516  ELLIP H (07/31/00)  284.244  (m)                       GP(       ) 4 1
 PP3516  NAVD 88 (07/31/00)  312.90   (m)         1026.6    (f) LEVELING    3  
 PP3516
 PP3516.Superseded values are not recommended for survey control.
 PP3516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3516.See file dsdata.txt to determine how the superseded data were derived.
 PP3516
 PP3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3438789102(NAD 83)
 PP3516
 PP3516_MARKER: DV = VERTICAL CONTROL DISK
 PP3516_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3516_SP_SET: ALUMINUM ALLOY ROD
 PP3516_STAMPING: 0702 W 1988
 PP3516_MARK LOGO: MNDT  
 PP3516_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3516+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3516
 PP3516  HISTORY     - Date     Condition        Report By
 PP3516  HISTORY     - 1988     MONUMENTED       MNDT
 PP3516  HISTORY     - 19980406 GOOD             MNDT
 PP3516
 PP3516                          STATION DESCRIPTION
 PP3516
 PP3516'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3516'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) EAST-SOUTHEAST OF THE
 PP3516'CITY OF EAGLE LAKE OR 2.75 MILES (4.43 KM) WEST-NORTHWEST OF THE CITY
 PP3516'OF SMITHS MILL, 2.85 MILES (4.59 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 PP3516'ITS JUNCTION WITH COUNTY ROAD 37 (BLUE EARTH-WASECA COUNTY LINE) IN
 PP3516'SMITHS MILL, IN THE NW 1/4 OF SECTION 22, T108N, R25W.  IT IS 78.0
 PP3516'FEET (23.8 M) SOUTH-SOUTHWEST OF AND ABOUT 2 FEET (0.6 M) LOWER THAN
 PP3516'THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 140.95, 24.4 FEET (7.4 M)
 PP3516'NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILWAY, 45.0 FEET (13.7 M)
 PP3516'SOUTH OF THE SOUTH LEG OF A SIGN (NO PASSING), AND 1.0 FOOT (0.3 M)
 PP3516'WEST-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3516'ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) STAMPED---0702 W
 PP3516'1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PP3516'25-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER PLASTIC PIPE,
 PP3516'AND 0.2 FOOT (6.1 CM) BELOW THE GROUND LEVEL.
 PP3516
 PP3516                          STATION RECOVERY (1998)
 PP3516
 PP3516'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3516'THE MARK WAS RECOVERED AS DESCRIBED AT TH 14 MP 141.05.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3517 ***********************************************************************
 PP3517  DESIGNATION -  0702 X
 PP3517  PID         -  PP3517
 PP3517  STATE/COUNTY-  MN/BLUE EARTH
 PP3517  COUNTRY     -  US
 PP3517  USGS QUAD   -  MADISON LAKE (1974)
 PP3517
 PP3517                         *CURRENT SURVEY CONTROL
 PP3517  ______________________________________________________________________
 PP3517* NAD 83(2007) POSITION- 44 08 59.78714(N) 093 48 29.63031(W)   ADJUSTED  
 PP3517* NAD 83(2007) ELLIP HT-   286.842 (meters)        (02/10/07)   ADJUSTED
 PP3517* NAD 83(2007) EPOCH   -  2002.00
 PP3517* NAVD 88 ORTHO HEIGHT -   315.553  (meters)    1035.28  (feet) ADJUSTED  
 PP3517  ______________________________________________________________________
 PP3517  NAD 83(2007) X  -   -304,462.796 (meters)                     COMP
 PP3517  NAD 83(2007) Y  - -4,573,971.192 (meters)                     COMP
 PP3517  NAD 83(2007) Z  -  4,420,260.802 (meters)                     COMP
 PP3517  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC09
 PP3517  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 PP3517  DYNAMIC HEIGHT  -        315.493 (meters)     1035.08  (feet) COMP
 PP3517  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 PP3517
 PP3517  VERT ORDER      -  SECOND    CLASS I
 PP3517
 PP3517  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3517  Type                                         Horiz  Ellip  Dist(km)
 PP3517  -------------------------------------------------------------------
 PP3517  NETWORK                                       0.60   0.61
 PP3517  -------------------------------------------------------------------
 PP3517  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.49      2.09
 PP3517  -------------------------------------------------------------------
 PP3517  NOTE: Click here for information on individual local accuracy
 PP3517  values and other accuracy information.
 PP3517
 PP3517
 PP3517.The horizontal coordinates were established by GPS observations
 PP3517.and adjusted by the National Geodetic Survey in February 2007.
 PP3517
 PP3517.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3517.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3517
 PP3517.The horizontal coordinates are valid at the epoch date displayed above
 PP3517.which is a decimal equivalence of Year/Month/Day.
 PP3517
 PP3517.The orthometric height was determined by differential leveling and
 PP3517.adjusted in June 1995.
 PP3517
 PP3517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3517
 PP3517.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3517
 PP3517.The ellipsoidal height was determined by GPS observations
 PP3517.and is referenced to NAD 83.
 PP3517
 PP3517.The dynamic height is computed by dividing the NAVD 88
 PP3517.geopotential number by the normal gravity value computed on the
 PP3517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3517.degrees latitude (g = 980.6199 gals.).
 PP3517
 PP3517.The modeled gravity was interpolated from observed gravity values.
 PP3517
 PP3517. The following values were computed from the NAD 83(2007) position.
 PP3517
 PP3517;                    North         East     Units Scale Factor Converg.
 PP3517;SPC MN S     -   227,789.670   815,341.379   MT  0.99994076   +0 08 03.9
 PP3517;SPC MN S     -   747,339.94  2,674,999.17   sFT  0.99994076   +0 08 03.9
 PP3517;UTM  15      - 4,888,844.215   435,364.172   MT  0.99965138   -0 33 46.7
 PP3517
 PP3517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3517!SPC MN S     -   0.99995502  x   0.99994076  =   0.99989579
 PP3517!UTM  15      -   0.99995502  x   0.99965138  =   0.99960642
 PP3517
 PP3517:                Primary Azimuth Mark                     Grid Az
 PP3517:SPC MN S     -  0702 Y                                   106 34 25.8
 PP3517:UTM  15      -  0702 Y                                   107 16 16.4
 PP3517
 PP3517|---------------------------------------------------------------------|
 PP3517| PID    Reference Object                     Distance      Geod. Az  |
 PP3517|                                                           dddmmss.s |
 PP3517| PP3518 0702 Y                              APPROX. 1.3 KM 1064229.7 |
 PP3517| PP3516 0702 W                              APPROX. 1.0 KM 2841357.2 |
 PP3517|---------------------------------------------------------------------|
 PP3517
 PP3517                          SUPERSEDED SURVEY CONTROL
 PP3517
 PP3517  NAD 83(1996)-  44 08 59.78663(N)    093 48 29.62940(W) AD(       ) 1
 PP3517  ELLIP H (07/31/00)  286.879  (m)                       GP(       ) 4 1
 PP3517  NAVD 88 (07/31/00)  315.55   (m)         1035.3    (f) LEVELING    3  
 PP3517
 PP3517.Superseded values are not recommended for survey control.
 PP3517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3517.See file dsdata.txt to determine how the superseded data were derived.
 PP3517
 PP3517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3536488844(NAD 83)
 PP3517
 PP3517_MARKER: DV = VERTICAL CONTROL DISK
 PP3517_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3517_SP_SET: ALUMINUM ALLOY ROD
 PP3517_STAMPING: 0702 X 1988
 PP3517_MARK LOGO: MNDT  
 PP3517_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3517+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3517
 PP3517  HISTORY     - Date     Condition        Report By
 PP3517  HISTORY     - 1988     MONUMENTED       MNDT
 PP3517  HISTORY     - 19980406 GOOD             MNDT
 PP3517
 PP3517                          STATION DESCRIPTION
 PP3517
 PP3517'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3517'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) WEST-NORTHWEST OF THE
 PP3517'CITY OF SMITHS MILL, 2.2 MILES (3.5 KM) WEST ALONG TRUNK HIGHWAY 14
 PP3517'FROM ITS JUNCTION WITH COUNTY ROAD 37 (BLUE EARTH-WASECA COUNTY LINE)
 PP3517'IN SMITHS MILL TO COUNTY ROAD 185, IN THE NW 1/4 OF SECTION 23, T108N,
 PP3517'R25W.  IT IS 79.5 FEET (24.2 M) SOUTH-SOUTHWEST OF AND ABOUT 2 FEET
 PP3517'(0.6 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 141.6,
 PP3517'32.0 FEET (9.8 M) EAST OF THE CENTER OF THE COUNTY ROAD, 22.6 FEET
 PP3517'(6.9 M) NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILWAY, 75.8 FEET
 PP3517'(23.1 M) NORTH-NORTHEAST OF AN UNDERGROUND CABLE POST (NUMBERED
 PP3517'MN023130), AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  THE
 PP3517'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3517'(MAGNETIC) STAMPED---0702 X 1988---, IS FORCED ONTO THE TOP OF A
 PP3517'DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD IN A
 PP3517'6-INCH DIAMETER PLASTIC PIPE, AND IS 0.1 FOOT (3.0 CM) BELOW THE
 PP3517'GROUND LEVEL.
 PP3517
 PP3517                          STATION RECOVERY (1998)
 PP3517
 PP3517'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3517'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3518 ***********************************************************************
 PP3518  DESIGNATION -  0702 Y
 PP3518  PID         -  PP3518
 PP3518  STATE/COUNTY-  MN/BLUE EARTH
 PP3518  COUNTRY     -  US
 PP3518  USGS QUAD   -  MADISON LAKE (1974)
 PP3518
 PP3518                         *CURRENT SURVEY CONTROL
 PP3518  ______________________________________________________________________
 PP3518* NAD 83(2007) POSITION- 44 08 47.66635(N) 093 47 33.56913(W)   ADJUSTED  
 PP3518* NAD 83(2007) ELLIP HT-   286.073 (meters)        (02/10/07)   ADJUSTED
 PP3518* NAD 83(2007) EPOCH   -  2002.00
 PP3518* NAVD 88 ORTHO HEIGHT -   314.810  (meters)    1032.84  (feet) ADJUSTED  
 PP3518  ______________________________________________________________________
 PP3518  NAD 83(2007) X  -   -303,236.815 (meters)                     COMP
 PP3518  NAD 83(2007) Y  - -4,574,313.240 (meters)                     COMP
 PP3518  NAD 83(2007) Z  -  4,419,991.814 (meters)                     COMP
 PP3518  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC09
 PP3518  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 PP3518  DYNAMIC HEIGHT  -        314.750 (meters)     1032.64  (feet) COMP
 PP3518  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 PP3518
 PP3518  VERT ORDER      -  SECOND    CLASS I
 PP3518
 PP3518  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3518  Type                                         Horiz  Ellip  Dist(km)
 PP3518  -------------------------------------------------------------------
 PP3518  NETWORK                                       0.59   0.63
 PP3518  -------------------------------------------------------------------
 PP3518  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.53      3.23
 PP3518  -------------------------------------------------------------------
 PP3518  NOTE: Click here for information on individual local accuracy
 PP3518  values and other accuracy information.
 PP3518
 PP3518
 PP3518.The horizontal coordinates were established by GPS observations
 PP3518.and adjusted by the National Geodetic Survey in February 2007.
 PP3518
 PP3518.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3518.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3518
 PP3518.The horizontal coordinates are valid at the epoch date displayed above
 PP3518.which is a decimal equivalence of Year/Month/Day.
 PP3518
 PP3518.The orthometric height was determined by differential leveling and
 PP3518.adjusted in June 1995.
 PP3518
 PP3518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3518
 PP3518.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3518
 PP3518.The ellipsoidal height was determined by GPS observations
 PP3518.and is referenced to NAD 83.
 PP3518
 PP3518.The dynamic height is computed by dividing the NAVD 88
 PP3518.geopotential number by the normal gravity value computed on the
 PP3518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3518.degrees latitude (g = 980.6199 gals.).
 PP3518
 PP3518.The modeled gravity was interpolated from observed gravity values.
 PP3518
 PP3518. The following values were computed from the NAD 83(2007) position.
 PP3518
 PP3518;                    North         East     Units Scale Factor Converg.
 PP3518;SPC MN S     -   227,418.623   816,588.115   MT  0.99994112   +0 08 43.2
 PP3518;SPC MN S     -   746,122.60  2,679,089.51   sFT  0.99994112   +0 08 43.2
 PP3518;UTM  15      - 4,888,458.132   436,605.939   MT  0.99964943   -0 33 07.6
 PP3518
 PP3518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3518!SPC MN S     -   0.99995515  x   0.99994112  =   0.99989627
 PP3518!UTM  15      -   0.99995515  x   0.99964943  =   0.99960459
 PP3518
 PP3518:                Primary Azimuth Mark                     Grid Az
 PP3518:SPC MN S     -  0702 X                                   286 34 25.5
 PP3518:UTM  15      -  0702 X                                   287 16 16.3
 PP3518
 PP3518|---------------------------------------------------------------------|
 PP3518| PID    Reference Object                     Distance      Geod. Az  |
 PP3518|                                                           dddmmss.s |
 PP3518| PP3517 0702 X                              APPROX. 1.3 KM 2864308.7 |
 PP3518|---------------------------------------------------------------------|
 PP3518
 PP3518                          SUPERSEDED SURVEY CONTROL
 PP3518
 PP3518  NAD 83(1996)-  44 08 47.66584(N)    093 47 33.56826(W) AD(       ) 1
 PP3518  ELLIP H (07/31/00)  286.111  (m)                       GP(       ) 4 1
 PP3518  NAVD 88 (07/31/00)  314.81   (m)         1032.8    (f) LEVELING    3  
 PP3518
 PP3518.Superseded values are not recommended for survey control.
 PP3518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3518.See file dsdata.txt to determine how the superseded data were derived.
 PP3518
 PP3518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3660588458(NAD 83)
 PP3518
 PP3518_MARKER: DV = VERTICAL CONTROL DISK
 PP3518_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3518_SP_SET: ALUMINUM ALLOY ROD
 PP3518_STAMPING: 0702 Y 1988
 PP3518_MARK LOGO: MNDT  
 PP3518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3518+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3518
 PP3518  HISTORY     - Date     Condition        Report By
 PP3518  HISTORY     - 1988     MONUMENTED       MNDT
 PP3518  HISTORY     - 19980406 GOOD             MNDT
 PP3518
 PP3518                          STATION DESCRIPTION
 PP3518
 PP3518'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3518'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) WEST-NORTHWEST OF THE
 PP3518'CITY OF SMITHS MILL, 1.4 MILES (2.3 KM) WEST ALONG TRUNK HIGHWAY 14
 PP3518'FROM ITS JUNCTION WITH COUNTY ROAD 37 (BLUE EARTH-WASECA COUNTY LINE)
 PP3518'IN SMITHS MILL, IN THE NE 1/4 OF SECTION 23, T108N, R25W.  IT IS 83.0
 PP3518'FEET (25.3 M) SOUTH-SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP3518'OF HIGHWAY 14 AT MILEPOINT 142.4, 20.5 FEET (6.2 M) NORTH-NORTHEAST
 PP3518'OF THE NORTH RAIL OF THE RAILWAY, 62.5 FEET (19.1 M) NORTH OF A
 PP3518'TELEPHONE POLE, AND 1.4 FEET (0.4 M) EAST-SOUTHEAST OF A STEEL
 PP3518'WITTNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3518'MONUMENT DISK (MAGNETIC) STAMPED---0702 Y 1988---, IS FORCED ONTO THE
 PP3518'TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD
 PP3518'IN A 6-INCH DIAMETER PLASTIC PIPE, AND 0.1 FOOT (3.0 CM) THE BELOW
 PP3518'GROUND LEVEL.
 PP3518
 PP3518                          STATION RECOVERY (1998)
 PP3518
 PP3518'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3518'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3519 ***********************************************************************
 PP3519  DESIGNATION -  0702 Z
 PP3519  PID         -  PP3519
 PP3519  STATE/COUNTY-  MN/BLUE EARTH
 PP3519  COUNTRY     -  US
 PP3519  USGS QUAD   -  MADISON LAKE (1974)
 PP3519
 PP3519                         *CURRENT SURVEY CONTROL
 PP3519  ______________________________________________________________________
 PP3519* NAD 83(1986) POSITION- 44 08 28.     (N) 093 46 37.     (W)   SCALED    
 PP3519* NAVD 88 ORTHO HEIGHT -   315.142  (meters)    1033.93  (feet) ADJUSTED  
 PP3519  ______________________________________________________________________
 PP3519  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 PP3519  DYNAMIC HEIGHT  -        315.081 (meters)     1033.73  (feet) COMP
 PP3519  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 PP3519
 PP3519  VERT ORDER      -  SECOND    CLASS I
 PP3519
 PP3519.The horizontal coordinates were scaled from a topographic map and have
 PP3519.an estimated accuracy of +/- 6 seconds.
 PP3519.
 PP3519.The orthometric height was determined by differential leveling and
 PP3519.adjusted in June 1995.
 PP3519
 PP3519.The dynamic height is computed by dividing the NAVD 88
 PP3519.geopotential number by the normal gravity value computed on the
 PP3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3519.degrees latitude (g = 980.6199 gals.).
 PP3519
 PP3519.The modeled gravity was interpolated from observed gravity values.
 PP3519
 PP3519;                    North         East    Units  Estimated Accuracy
 PP3519;SPC MN S     -   226,820.      817,850.      MT  (+/- 180 meters Scaled)
 PP3519
 PP3519                          SUPERSEDED SURVEY CONTROL
 PP3519
 PP3519.No superseded survey control is available for this station.
 PP3519
 PP3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ378878(NAD 83)
 PP3519
 PP3519_MARKER: DV = VERTICAL CONTROL DISK
 PP3519_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3519_SP_SET: ALUMINUM ALLOY ROD
 PP3519_STAMPING: 0702 Z 1988
 PP3519_MARK LOGO: MNDT  
 PP3519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3519+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1998
 PP3519
 PP3519  HISTORY     - Date     Condition        Report By
 PP3519  HISTORY     - 1988     MONUMENTED       MNDT
 PP3519  HISTORY     - 19980406 GOOD             MNDT
 PP3519
 PP3519                          STATION DESCRIPTION
 PP3519
 PP3519'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3519'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) WEST-NORTHWEST OF THE CITY
 PP3519'OF SMITHS MILL, 0.5 MILES (0.8 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 PP3519'ITS JUNCTION WITH COUNTY ROAD 37 (BLUE EARTH-WASECA COUNTY LINE) IN
 PP3519'SMITHS MILL, IN THE SE 1/4 OF SECTION 24, T108N, R25W.  IT IS 52.5
 PP3519'FEET (16.0 M) SOUTH-SOUTHWEST OF AND ABOUT 4 FEET (1.2 M) LOWER THAN
 PP3519'THE CENTERLINE OF HIGHWAY 14 AT MILEPOINT 143.3, 61.1 FEET (18.6 M)
 PP3519'NORTH-NORTHEAST OF THE NORTH RAIL OF THE RAILWAY, AND 1.3 FEET
 PP3519'(0.4 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3519'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC)
 PP3519'STAMPED---0702 Z 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 PP3519'DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER
 PP3519'PLASTIC PIPE, AND FLUSH WITH THE GROUND.
 PP3519
 PP3519                          STATION RECOVERY (1998)
 PP3519
 PP3519'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP3519'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9625 ***********************************************************************
 DE9625  DESIGNATION -  0703 C
 DE9625  PID         -  DE9625
 DE9625  STATE/COUNTY-  MN/BLUE EARTH
 DE9625  COUNTRY     -  US
 DE9625  USGS QUAD   -  MAPLETON (1967)
 DE9625
 DE9625                         *CURRENT SURVEY CONTROL
 DE9625  ______________________________________________________________________
 DE9625* NAD 83(2007) POSITION- 43 54 14.30664(N) 093 55 24.77211(W)   ADJUSTED  
 DE9625* NAD 83(2007) ELLIP HT-   283.146 (meters)        (02/10/07)   ADJUSTED
 DE9625* NAD 83(2007) EPOCH   -  2002.00
 DE9625* NAVD 88 ORTHO HEIGHT -   311.803  (meters)    1022.97  (feet) ADJUSTED  
 DE9625  ______________________________________________________________________
 DE9625  NAD 83(2007) X  -   -314,967.607 (meters)                     COMP
 DE9625  NAD 83(2007) Y  - -4,592,297.110 (meters)                     COMP
 DE9625  NAD 83(2007) Z  -  4,400,606.709 (meters)                     COMP
 DE9625  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC09
 DE9625  GEOID HEIGHT    -        -28.66  (meters)                     GEOID09
 DE9625  DYNAMIC HEIGHT  -        311.742 (meters)     1022.77  (feet) COMP
 DE9625  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 DE9625
 DE9625  VERT ORDER      -  SECOND    CLASS I
 DE9625
 DE9625  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9625  Type                                         Horiz  Ellip  Dist(km)
 DE9625  -------------------------------------------------------------------
 DE9625  NETWORK                                       0.72   0.65
 DE9625  -------------------------------------------------------------------
 DE9625  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.57      2.47
 DE9625  -------------------------------------------------------------------
 DE9625  NOTE: Click here for information on individual local accuracy
 DE9625  values and other accuracy information.
 DE9625
 DE9625
 DE9625.The horizontal coordinates were established by GPS observations
 DE9625.and adjusted by the National Geodetic Survey in February 2007.
 DE9625
 DE9625.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9625.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9625
 DE9625.The horizontal coordinates are valid at the epoch date displayed above
 DE9625.which is a decimal equivalence of Year/Month/Day.
 DE9625
 DE9625.The orthometric height was determined by differential leveling and
 DE9625.adjusted in August 2004.
 DE9625
 DE9625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9625
 DE9625.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9625
 DE9625.The ellipsoidal height was determined by GPS observations
 DE9625.and is referenced to NAD 83.
 DE9625
 DE9625.The dynamic height is computed by dividing the NAVD 88
 DE9625.geopotential number by the normal gravity value computed on the
 DE9625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9625.degrees latitude (g = 980.6199 gals.).
 DE9625
 DE9625.The modeled gravity was interpolated from observed gravity values.
 DE9625
 DE9625. The following values were computed from the NAD 83(2007) position.
 DE9625
 DE9625;                    North         East     Units Scale Factor Converg.
 DE9625;SPC MN S     -   200,445.673   806,141.672   MT  0.99997604   +0 03 12.9
 DE9625;SPC MN S     -   657,628.85  2,644,816.47   sFT  0.99997604   +0 03 12.9
 DE9625;UTM  15      - 4,861,622.053   425,835.930   MT  0.99966765   -0 38 25.7
 DE9625
 DE9625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9625!SPC MN S     -   0.99995560  x   0.99997604  =   0.99993164
 DE9625!UTM  15      -   0.99995560  x   0.99966765  =   0.99962327
 DE9625
 DE9625:                Primary Azimuth Mark                     Grid Az
 DE9625:SPC MN S     -  PLUYMS                                   001 49 38.8
 DE9625:UTM  15      -  PLUYMS                                   002 31 17.4
 DE9625
 DE9625|---------------------------------------------------------------------|
 DE9625| PID    Reference Object                     Distance      Geod. Az  |
 DE9625|                                                           dddmmss.s |
 DE9625| DE9645 PLUYMS                              493.773 METERS 0015251.7 |
 DE9625|---------------------------------------------------------------------|
 DE9625
 DE9625                          SUPERSEDED SURVEY CONTROL
 DE9625
 DE9625  NAD 83(1996)-  43 54 14.30602(N)    093 55 24.77144(W) AD(       ) 1
 DE9625  ELLIP H (01/23/03)  283.188  (m)                       GP(       ) 3 2
 DE9625  NAVD 88 (01/23/03)  311.81   (m)         1023.0    (f) LEVELING    3  
 DE9625
 DE9625.Superseded values are not recommended for survey control.
 DE9625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9625.See file dsdata.txt to determine how the superseded data were derived.
 DE9625
 DE9625_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2583561622(NAD 83)
 DE9625
 DE9625_MARKER: DB = BENCH MARK DISK
 DE9625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9625_STAMPING: 0703 C 1952
 DE9625_MARK LOGO: MNDT  
 DE9625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9625+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 DE9625
 DE9625  HISTORY     - Date     Condition        Report By
 DE9625  HISTORY     - 1952     MONUMENTED       MNDT
 DE9625  HISTORY     - 19991014 GOOD             MNDT
 DE9625
 DE9625                          STATION DESCRIPTION
 DE9625
 DE9625'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9625'THE MARK WAS RECOVERED 2 MI (3.2 KM) SOUTH OF NORTH JCT OF TH 22 AND
 DE9625'TH 30 IN MAPLETON, AT TH 22 MP 33.0, 50.5 FT (15.4 M) SW OF TH 22, 51
 DE9625'FT (15.5 M) NW OF ENT, 20.7 FT (6.3 M) WNW OF P-POLE, 21 FT (6.4 M) SE
 DE9625'OF P-POLE, 0.5 FT (15.2 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9626 ***********************************************************************
 DE9626  DESIGNATION -  0703 F
 DE9626  PID         -  DE9626
 DE9626  STATE/COUNTY-  MN/BLUE EARTH
 DE9626  COUNTRY     -  US
 DE9626  USGS QUAD   -  MAPLETON (1967)
 DE9626
 DE9626                         *CURRENT SURVEY CONTROL
 DE9626  ______________________________________________________________________
 DE9626* NAD 83(2007) POSITION- 43 53 15.96002(N) 093 53 54.31604(W)   ADJUSTED  
 DE9626* NAD 83(2007) ELLIP HT-   285.498 (meters)        (02/10/07)   ADJUSTED
 DE9626* NAD 83(2007) EPOCH   -  2002.00
 DE9626* NAVD 88 ORTHO HEIGHT -   314.241  (meters)    1030.97  (feet) ADJUSTED  
 DE9626  ______________________________________________________________________
 DE9626  NAD 83(2007) X  -   -313,038.663 (meters)                     COMP
 DE9626  NAD 83(2007) Y  - -4,593,682.242 (meters)                     COMP
 DE9626  NAD 83(2007) Z  -  4,399,310.618 (meters)                     COMP
 DE9626  LAPLACE CORR    -         -6.18  (seconds)                    DEFLEC09
 DE9626  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DE9626  DYNAMIC HEIGHT  -        314.178 (meters)     1030.77  (feet) COMP
 DE9626  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 DE9626
 DE9626  VERT ORDER      -  SECOND    CLASS I
 DE9626
 DE9626  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9626  Type                                         Horiz  Ellip  Dist(km)
 DE9626  -------------------------------------------------------------------
 DE9626  NETWORK                                       0.72   0.69
 DE9626  -------------------------------------------------------------------
 DE9626  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.63      2.71
 DE9626  -------------------------------------------------------------------
 DE9626  NOTE: Click here for information on individual local accuracy
 DE9626  values and other accuracy information.
 DE9626
 DE9626
 DE9626.The horizontal coordinates were established by GPS observations
 DE9626.and adjusted by the National Geodetic Survey in February 2007.
 DE9626
 DE9626.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9626.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9626
 DE9626.The horizontal coordinates are valid at the epoch date displayed above
 DE9626.which is a decimal equivalence of Year/Month/Day.
 DE9626
 DE9626.The orthometric height was determined by differential leveling and
 DE9626.adjusted in August 2004.
 DE9626
 DE9626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9626
 DE9626.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9626
 DE9626.The ellipsoidal height was determined by GPS observations
 DE9626.and is referenced to NAD 83.
 DE9626
 DE9626.The dynamic height is computed by dividing the NAVD 88
 DE9626.geopotential number by the normal gravity value computed on the
 DE9626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9626.degrees latitude (g = 980.6199 gals.).
 DE9626
 DE9626.The modeled gravity was interpolated from observed gravity values.
 DE9626
 DE9626. The following values were computed from the NAD 83(2007) position.
 DE9626
 DE9626;                    North         East     Units Scale Factor Converg.
 DE9626;SPC MN S     -   198,647.106   808,162.424   MT  0.99997901   +0 04 16.3
 DE9626;SPC MN S     -   651,728.05  2,651,446.22   sFT  0.99997901   +0 04 16.3
 DE9626;UTM  15      - 4,859,799.708   427,834.124   MT  0.99966405   -0 37 22.3
 DE9626
 DE9626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9626!SPC MN S     -   0.99995523  x   0.99997901  =   0.99993424
 DE9626!UTM  15      -   0.99995523  x   0.99966405  =   0.99961930
 DE9626
 DE9626:                Primary Azimuth Mark                     Grid Az
 DE9626:SPC MN S     -  0703 N                                   311 00 35.8
 DE9626:UTM  15      -  0703 N                                   311 42 14.4
 DE9626
 DE9626|---------------------------------------------------------------------|
 DE9626| PID    Reference Object                     Distance      Geod. Az  |
 DE9626|                                                           dddmmss.s |
 DE9626| DE9634 0703 N                              APPROX. 1.1 KM 3110452.1 |
 DE9626|---------------------------------------------------------------------|
 DE9626
 DE9626                          SUPERSEDED SURVEY CONTROL
 DE9626
 DE9626  NAD 83(1996)-  43 53 15.95946(N)    093 53 54.31538(W) AD(       ) 1
 DE9626  ELLIP H (01/23/03)  285.543  (m)                       GP(       ) 3 2
 DE9626  NAVD 88 (01/23/03)  314.24   (m)         1031.0    (f) LEVELING    3  
 DE9626
 DE9626.Superseded values are not recommended for survey control.
 DE9626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9626.See file dsdata.txt to determine how the superseded data were derived.
 DE9626
 DE9626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2783459799(NAD 83)
 DE9626
 DE9626_MARKER: DB = BENCH MARK DISK
 DE9626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9626_STAMPING: 0703 F 1952
 DE9626_MARK LOGO: MNDT  
 DE9626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9626+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1999
 DE9626
 DE9626  HISTORY     - Date     Condition        Report By
 DE9626  HISTORY     - 1952     MONUMENTED       MNDT
 DE9626  HISTORY     - 19991014 GOOD             MNDT
 DE9626
 DE9626                          STATION DESCRIPTION
 DE9626
 DE9626'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9626'THE MARK WAS RECOVERED 3.7 MI (6.0 KM) SOUTH OF MAPLETON, 3.7 MI (6.0
 DE9626'KM) SOUTH OF NORTH JCT OF TH 22 AND TH 30, AT TH 22 MP 31.35, IN SW
 DE9626'COR OF JCT OF TH 22 AND CO RD 156, 50.4 FT (15.4 M) SW OF TH 22, 38.4
 DE9626'FT (11.7 M) WEST OF CO RD 156, 4.6 FT (1.4 M) NW OF P-POLE, 1.3 FT
 DE9626'(0.4 M) NORTH OF WIT POST, RECESSED 0.25 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9624 ***********************************************************************
 DE9624  DESIGNATION -  0703 L
 DE9624  PID         -  DE9624
 DE9624  STATE/COUNTY-  MN/BLUE EARTH
 DE9624  COUNTRY     -  US
 DE9624  USGS QUAD   -  MAPLETON (1967)
 DE9624
 DE9624                         *CURRENT SURVEY CONTROL
 DE9624  ______________________________________________________________________
 DE9624* NAD 83(2007) POSITION- 43 55 14.07199(N) 093 56 38.66901(W)   ADJUSTED  
 DE9624* NAD 83(2007) ELLIP HT-   284.806 (meters)        (02/10/07)   ADJUSTED
 DE9624* NAD 83(2007) EPOCH   -  2002.00
 DE9624* NAVD 88 ORTHO HEIGHT -   313.386  (meters)    1028.17  (feet) ADJUSTED  
 DE9624  ______________________________________________________________________
 DE9624  NAD 83(2007) X  -   -316,524.916 (meters)                     COMP
 DE9624  NAD 83(2007) Y  - -4,590,908.806 (meters)                     COMP
 DE9624  NAD 83(2007) Z  -  4,401,936.774 (meters)                     COMP
 DE9624  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC09
 DE9624  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 DE9624  DYNAMIC HEIGHT  -        313.327 (meters)     1027.97  (feet) COMP
 DE9624  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 DE9624
 DE9624  VERT ORDER      -  SECOND    CLASS I
 DE9624
 DE9624  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9624  Type                                         Horiz  Ellip  Dist(km)
 DE9624  -------------------------------------------------------------------
 DE9624  NETWORK                                       0.91   0.80
 DE9624  -------------------------------------------------------------------
 DE9624  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.82   0.69      2.47
 DE9624  -------------------------------------------------------------------
 DE9624  NOTE: Click here for information on individual local accuracy
 DE9624  values and other accuracy information.
 DE9624
 DE9624
 DE9624.The horizontal coordinates were established by GPS observations
 DE9624.and adjusted by the National Geodetic Survey in February 2007.
 DE9624
 DE9624.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9624.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9624
 DE9624.The horizontal coordinates are valid at the epoch date displayed above
 DE9624.which is a decimal equivalence of Year/Month/Day.
 DE9624
 DE9624.The orthometric height was determined by differential leveling and
 DE9624.adjusted in August 2004.
 DE9624
 DE9624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9624
 DE9624.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9624
 DE9624.The ellipsoidal height was determined by GPS observations
 DE9624.and is referenced to NAD 83.
 DE9624
 DE9624.The dynamic height is computed by dividing the NAVD 88
 DE9624.geopotential number by the normal gravity value computed on the
 DE9624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9624.degrees latitude (g = 980.6199 gals.).
 DE9624
 DE9624.The modeled gravity was interpolated from observed gravity values.
 DE9624
 DE9624. The following values were computed from the NAD 83(2007) position.
 DE9624
 DE9624;                    North         East     Units Scale Factor Converg.
 DE9624;SPC MN S     -   202,288.890   804,491.412   MT  0.99997309   +0 02 21.1
 DE9624;SPC MN S     -   663,676.13  2,639,402.24   sFT  0.99997309   +0 02 21.1
 DE9624;UTM  15      - 4,863,484.556   424,208.615   MT  0.99967065   -0 39 17.6
 DE9624
 DE9624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9624!SPC MN S     -   0.99995534  x   0.99997309  =   0.99992843
 DE9624!UTM  15      -   0.99995534  x   0.99967065  =   0.99962601
 DE9624
 DE9624                          SUPERSEDED SURVEY CONTROL
 DE9624
 DE9624  NAD 83(1996)-  43 55 14.07125(N)    093 56 38.66824(W) AD(       ) 1
 DE9624  ELLIP H (01/23/03)  284.842  (m)                       GP(       ) 3 2
 DE9624  NAVD 88 (01/23/03)  313.39   (m)         1028.2    (f) LEVELING    3  
 DE9624
 DE9624.Superseded values are not recommended for survey control.
 DE9624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9624.See file dsdata.txt to determine how the superseded data were derived.
 DE9624
 DE9624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2420863484(NAD 83)
 DE9624
 DE9624_MARKER: DD = SURVEY DISK
 DE9624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9624_STAMPING: 0703 L 1999
 DE9624_MARK LOGO: MNDT  
 DE9624_PROJECTION: RECESSED 3 CENTIMETERS
 DE9624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9624+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DE9624_ROD/PIPE-DEPTH:  7.6 meters
 DE9624
 DE9624  HISTORY     - Date     Condition        Report By
 DE9624  HISTORY     - 1999     MONUMENTED       MNDT
 DE9624  HISTORY     - 20050422 GOOD             MNDT
 DE9624  HISTORY     - 20050422 GOOD             MNDT
 DE9624
 DE9624                          STATION DESCRIPTION
 DE9624
 DE9624'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9624'0.5 MI (0.8 KM) SE ALONG TH 22 FROM JCT OF TH 30 IN MAPLETON, AT TH 22
 DE9624'MP 34.55, 95 FT (29.0 M) SW OF TH 22, 27.3 FT (8.3 M) SOUTH OF RD,
 DE9624'25.2 FT (7.7 M) ESE OF P-POLE, 2.6 FT (0.8 M) SOUTH OF WIT POST.
 DE9624
 DE9624                          STATION RECOVERY (2005)
 DE9624
 DE9624'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DE9624'0.5 MILES SOUTHEAST OF MAPLETON, 0.5 MILES SOUTHEAST ALONG TRUNK
 DE9624'HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN
 DE9624'MAPLETON, AT TRUNK HIGHWAY 22 MILEPOINT 34.55, 95.0 FEET SOUTHWEST OF
 DE9624'TRUNK HIGHWAY 22, 27.3 FEET SOUTH OF ROAD, 25.2 FEET EAST-SOUTHEAST OF
 DE9624'POWER POLE, 2.6 FEET SOUTH OF WITNESS POST
 DE9624
 DE9624                          STATION RECOVERY (2005)
 DE9624
 DE9624'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DE9624'0.5 MILES SOUTHEAST OF MAPLETON, 0.5 MILES SOUTHEAST ALONG TRUNK
 DE9624'HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30 IN
 DE9624'MAPLETON, AT TRUNK HIGHWAY 22 MILEPOINT 34.55, 95.0 FEET SOUTHWEST OF
 DE9624'TRUNK HIGHWAY 22, 27.3 FEET SOUTH OF ROAD, 25.2 FEET EAST-SOUTHEAST OF
 DE9624'POWER POLE, 2.6 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2049 ***********************************************************************
 PP2049  DESIGNATION -  0703 M A
 PP2049  PID         -  PP2049
 PP2049  STATE/COUNTY-  MN/BLUE EARTH
 PP2049  COUNTRY     -  US
 PP2049  USGS QUAD   -  MANKATO EAST (1993)
 PP2049
 PP2049                         *CURRENT SURVEY CONTROL
 PP2049  ______________________________________________________________________
 PP2049* NAD 83(1986) POSITION- 44 10 29.     (N) 093 59 54.     (W)   SCALED    
 PP2049* NAVD 88 ORTHO HEIGHT -   240.163  (meters)     787.93  (feet) ADJUSTED  
 PP2049  ______________________________________________________________________
 PP2049  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 PP2049  DYNAMIC HEIGHT  -        240.128 (meters)      787.82  (feet) COMP
 PP2049  MODELED GRAVITY -    980,469.4   (mgal)                       NAVD 88
 PP2049
 PP2049  VERT ORDER      -  SECOND    CLASS I
 PP2049
 PP2049.The horizontal coordinates were scaled from a topographic map and have
 PP2049.an estimated accuracy of +/- 6 seconds.
 PP2049.
 PP2049.The orthometric height was determined by differential leveling and
 PP2049.adjusted in June 1991.
 PP2049
 PP2049.The dynamic height is computed by dividing the NAVD 88
 PP2049.geopotential number by the normal gravity value computed on the
 PP2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2049.degrees latitude (g = 980.6199 gals.).
 PP2049
 PP2049.The modeled gravity was interpolated from observed gravity values.
 PP2049
 PP2049;                    North         East    Units  Estimated Accuracy
 PP2049;SPC MN S     -   230,530.      800,130.      MT  (+/- 180 meters Scaled)
 PP2049
 PP2049                          SUPERSEDED SURVEY CONTROL
 PP2049
 PP2049  NGVD 29 (??/??/92)  240.128  (m)          787.82   (f) ADJ UNCH    2 1
 PP2049
 PP2049.Superseded values are not recommended for survey control.
 PP2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2049.See file dsdata.txt to determine how the superseded data were derived.
 PP2049
 PP2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ201917(NAD 83)
 PP2049
 PP2049_MARKER: DB = BENCH MARK DISK
 PP2049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP2049_SP_SET: RAILROAD SIGNAL
 PP2049_STAMPING: 07 M 3 A 1978
 PP2049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2049
 PP2049  HISTORY     - Date     Condition        Report By
 PP2049  HISTORY     - 1978     MONUMENTED       MNDT
 PP2049
 PP2049                          STATION DESCRIPTION
 PP2049
 PP2049'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2049'IN MANKATO.
 PP2049'THE MARK IS LOCATED IN MANKATO, 0.6 MILES NORTHEAST ALONG THE CHICAGO
 PP2049'AND NORTHWESTERN RAILROAD FROM THE PASSENGER FREIGHT STATION, ABOUT
 PP2049'325 FT. NORTH NORTHEAST OF ROCK STREET AT THE REAR OF THE DOBSON MAPLE
 PP2049'ST. FOUNDARY. IT IS 39.2 FT. WEST OF A RAILROAD SIGNAL POST WITH A
 PP2049'MOVEABLE ARM, 35.5 FT. SOUTH OF RAILROAD SIGNAL NUMBER 853, 9.3 FT.
 PP2049'WEST OF AND ONE FT. LOWER THEN THE WEST RAIL OF THE CHICAGO AND
 PP2049'NORTHWESTERN TRACK. IT IS A VERTICAL CONTROL MONUMENT DISK, CEMENTED
 PP2049'IN THE CENTER OF A 3 BY 3 FT. CONCRETE BASE FOR AN ABANDONED RAILROAD
 PP2049'SIGNAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9634 ***********************************************************************
 DE9634  DESIGNATION -  0703 N
 DE9634  PID         -  DE9634
 DE9634  STATE/COUNTY-  MN/BLUE EARTH
 DE9634  COUNTRY     -  US
 DE9634  USGS QUAD   -  MAPLETON (1967)
 DE9634
 DE9634                         *CURRENT SURVEY CONTROL
 DE9634  ______________________________________________________________________
 DE9634* NAD 83(2007) POSITION- 43 53 38.69944(N) 093 54 30.38879(W)   ADJUSTED  
 DE9634* NAD 83(2007) ELLIP HT-   284.848 (meters)        (02/10/07)   ADJUSTED
 DE9634* NAD 83(2007) EPOCH   -  2002.00
 DE9634* NAVD 88 ORTHO HEIGHT -   313.561  (meters)    1028.74  (feet) ADJUSTED  
 DE9634  ______________________________________________________________________
 DE9634  NAD 83(2007) X  -   -313,808.828 (meters)                     COMP
 DE9634  NAD 83(2007) Y  - -4,593,141.500 (meters)                     COMP
 DE9634  NAD 83(2007) Z  -  4,399,815.970 (meters)                     COMP
 DE9634  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC09
 DE9634  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 DE9634  DYNAMIC HEIGHT  -        313.499 (meters)     1028.54  (feet) COMP
 DE9634  MODELED GRAVITY -    980,413.3   (mgal)                       NAVD 88
 DE9634
 DE9634  VERT ORDER      -  SECOND    CLASS I
 DE9634
 DE9634  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9634  Type                                         Horiz  Ellip  Dist(km)
 DE9634  -------------------------------------------------------------------
 DE9634  NETWORK                                       0.74   0.67
 DE9634  -------------------------------------------------------------------
 DE9634  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.75   0.63      1.99
 DE9634  -------------------------------------------------------------------
 DE9634  NOTE: Click here for information on individual local accuracy
 DE9634  values and other accuracy information.
 DE9634
 DE9634
 DE9634.The horizontal coordinates were established by GPS observations
 DE9634.and adjusted by the National Geodetic Survey in February 2007.
 DE9634
 DE9634.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9634.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9634
 DE9634.The horizontal coordinates are valid at the epoch date displayed above
 DE9634.which is a decimal equivalence of Year/Month/Day.
 DE9634
 DE9634.The orthometric height was determined by differential leveling and
 DE9634.adjusted in August 2004.
 DE9634
 DE9634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9634
 DE9634.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9634
 DE9634.The ellipsoidal height was determined by GPS observations
 DE9634.and is referenced to NAD 83.
 DE9634
 DE9634.The dynamic height is computed by dividing the NAVD 88
 DE9634.geopotential number by the normal gravity value computed on the
 DE9634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9634.degrees latitude (g = 980.6199 gals.).
 DE9634
 DE9634.The modeled gravity was interpolated from observed gravity values.
 DE9634
 DE9634. The following values were computed from the NAD 83(2007) position.
 DE9634
 DE9634;                    North         East     Units Scale Factor Converg.
 DE9634;SPC MN S     -   199,347.967   807,356.459   MT  0.99997784   +0 03 51.0
 DE9634;SPC MN S     -   654,027.46  2,648,801.98   sFT  0.99997784   +0 03 51.0
 DE9634;UTM  15      - 4,860,510.057   427,036.958   MT  0.99966548   -0 37 47.5
 DE9634
 DE9634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9634!SPC MN S     -   0.99995534  x   0.99997784  =   0.99993318
 DE9634!UTM  15      -   0.99995534  x   0.99966548  =   0.99962083
 DE9634
 DE9634:                Primary Azimuth Mark                     Grid Az
 DE9634:SPC MN S     -  0703 F                                   131 00 36.1
 DE9634:UTM  15      -  0703 F                                   131 42 14.6
 DE9634
 DE9634|---------------------------------------------------------------------|
 DE9634| PID    Reference Object                     Distance      Geod. Az  |
 DE9634|                                                           dddmmss.s |
 DE9634| DE9626 0703 F                              APPROX. 1.1 KM 1310427.1 |
 DE9634|---------------------------------------------------------------------|
 DE9634
 DE9634                          SUPERSEDED SURVEY CONTROL
 DE9634
 DE9634  NAD 83(1996)-  43 53 38.69887(N)    093 54 30.38813(W) AD(       ) 1
 DE9634  ELLIP H (01/23/03)  284.893  (m)                       GP(       ) 3 2
 DE9634  NAVD 88 (01/23/03)  313.56   (m)         1028.7    (f) LEVELING    3  
 DE9634
 DE9634.Superseded values are not recommended for survey control.
 DE9634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9634.See file dsdata.txt to determine how the superseded data were derived.
 DE9634
 DE9634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2703660510(NAD 83)
 DE9634
 DE9634_MARKER: DD = SURVEY DISK
 DE9634_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9634_STAMPING: 0703 N 1999
 DE9634_MARK LOGO: MNDT  
 DE9634_PROJECTION: FLUSH
 DE9634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9634+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 DE9634_ROD/PIPE-DEPTH: 11.9 meters
 DE9634
 DE9634  HISTORY     - Date     Condition        Report By
 DE9634  HISTORY     - 1999     MONUMENTED       MNDT
 DE9634  HISTORY     - 20000821 GOOD             MNDT
 DE9634
 DE9634                          STATION DESCRIPTION
 DE9634
 DE9634'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9634'3 MI (4.8 KM) SOUTH OF MAPLETON, 3.05 MI (4.91 KM) SE ALONG TH 22 FROM
 DE9634'JCT OF TH 30, AT TH 22 MP 32, 92 FT (28.0 M) SW OF TH 22, 24 FT (7.3
 DE9634'M) WEST OF RD, 61.2 FT (18.7 M) SSE OF P-POLE, 2.6 FT (0.8 M) SOUTH OF
 DE9634'WIT POST.
 DE9634
 DE9634                          STATION RECOVERY (2000)
 DE9634
 DE9634'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE9634'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9627 ***********************************************************************
 DE9627  DESIGNATION -  0703 P
 DE9627  PID         -  DE9627
 DE9627  STATE/COUNTY-  MN/BLUE EARTH
 DE9627  COUNTRY     -  US
 DE9627  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9627
 DE9627                         *CURRENT SURVEY CONTROL
 DE9627  ______________________________________________________________________
 DE9627* NAD 83(2007) POSITION- 43 51 45.53997(N) 093 51 28.50977(W)   ADJUSTED  
 DE9627* NAD 83(2007) ELLIP HT-   286.376 (meters)        (02/10/07)   ADJUSTED
 DE9627* NAD 83(2007) EPOCH   -  2002.00
 DE9627* NAVD 88 ORTHO HEIGHT -   315.252  (meters)    1034.29  (feet) ADJUSTED  
 DE9627  ______________________________________________________________________
 DE9627  NAD 83(2007) X  -   -309,921.550 (meters)                     COMP
 DE9627  NAD 83(2007) Y  - -4,595,832.925 (meters)                     COMP
 DE9627  NAD 83(2007) Z  -  4,397,299.451 (meters)                     COMP
 DE9627  LAPLACE CORR    -         -5.73  (seconds)                    DEFLEC09
 DE9627  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DE9627  DYNAMIC HEIGHT  -        315.187 (meters)     1034.08  (feet) COMP
 DE9627  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 DE9627
 DE9627  VERT ORDER      -  SECOND    CLASS I
 DE9627
 DE9627  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9627  Type                                         Horiz  Ellip  Dist(km)
 DE9627  -------------------------------------------------------------------
 DE9627  NETWORK                                       0.56   0.61
 DE9627  -------------------------------------------------------------------
 DE9627  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.45      1.99
 DE9627  -------------------------------------------------------------------
 DE9627  NOTE: Click here for information on individual local accuracy
 DE9627  values and other accuracy information.
 DE9627
 DE9627
 DE9627.The horizontal coordinates were established by GPS observations
 DE9627.and adjusted by the National Geodetic Survey in February 2007.
 DE9627
 DE9627.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9627.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9627
 DE9627.The horizontal coordinates are valid at the epoch date displayed above
 DE9627.which is a decimal equivalence of Year/Month/Day.
 DE9627
 DE9627.The orthometric height was determined by differential leveling and
 DE9627.adjusted in August 2004.
 DE9627
 DE9627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9627
 DE9627.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9627
 DE9627.The ellipsoidal height was determined by GPS observations
 DE9627.and is referenced to NAD 83.
 DE9627
 DE9627.The dynamic height is computed by dividing the NAVD 88
 DE9627.geopotential number by the normal gravity value computed on the
 DE9627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9627.degrees latitude (g = 980.6199 gals.).
 DE9627
 DE9627.The modeled gravity was interpolated from observed gravity values.
 DE9627
 DE9627. The following values were computed from the NAD 83(2007) position.
 DE9627
 DE9627;                    North         East     Units Scale Factor Converg.
 DE9627;SPC MN S     -   195,861.303   811,421.810   MT  0.99998376   +0 05 58.5
 DE9627;SPC MN S     -   642,588.29  2,662,139.72   sFT  0.99998376   +0 05 58.5
 DE9627;UTM  15      - 4,856,975.531   431,058.493   MT  0.99965846   -0 35 40.2
 DE9627
 DE9627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9627!SPC MN S     -   0.99995510  x   0.99998376  =   0.99993886
 DE9627!UTM  15      -   0.99995510  x   0.99965846  =   0.99961357
 DE9627
 DE9627:                Primary Azimuth Mark                     Grid Az
 DE9627:SPC MN S     -  0703 Q                                   131 09 36.1
 DE9627:UTM  15      -  0703 Q                                   131 51 14.8
 DE9627
 DE9627|---------------------------------------------------------------------|
 DE9627| PID    Reference Object                     Distance      Geod. Az  |
 DE9627|                                                           dddmmss.s |
 DE9627| DE9628 0703 Q                              APPROX. 1.2 KM 1311534.6 |
 DE9627|---------------------------------------------------------------------|
 DE9627
 DE9627                          SUPERSEDED SURVEY CONTROL
 DE9627
 DE9627  NAD 83(1996)-  43 51 45.53941(N)    093 51 28.50911(W) AD(       ) 1
 DE9627  ELLIP H (01/23/03)  286.424  (m)                       GP(       ) 3 2
 DE9627  NAVD 88 (01/23/03)  315.25   (m)         1034.3    (f) LEVELING    3  
 DE9627
 DE9627.Superseded values are not recommended for survey control.
 DE9627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9627.See file dsdata.txt to determine how the superseded data were derived.
 DE9627
 DE9627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3105856975(NAD 83)
 DE9627
 DE9627_MARKER: DD = SURVEY DISK
 DE9627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9627_STAMPING: 0703 P 1999
 DE9627_MARK LOGO: MNDT  
 DE9627_PROJECTION: RECESSED 3 CENTIMETERS
 DE9627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9627+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9627_ROD/PIPE-DEPTH:  4.6 meters
 DE9627
 DE9627  HISTORY     - Date     Condition        Report By
 DE9627  HISTORY     - 1999     MONUMENTED       MNDT
 DE9627
 DE9627                          STATION DESCRIPTION
 DE9627
 DE9627'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9627'1.7 MI (2.7 KM) NW OF MINNESOTA LAKE, 1.7 MI (2.7 KM) NW ALONG TH 22
 DE9627'FROM JCT OF CO RD 21, AT TH 22 MP 28.65, 146 FT (44.5 M) NE OF TH 22,
 DE9627'31 FT (9.4 M) EAST OF CO RD 158, 27 FT (8.2 M) EAST OF ENT, 116 FT
 DE9627'(35.4 M) EAST OF P-POLE, 8.1 FT (2.5 M) NE OF 18 INCH CORRUGATED METAL
 DE9627'PIPE, 3 FT (0.9 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9628 ***********************************************************************
 DE9628  DESIGNATION -  0703 Q
 DE9628  PID         -  DE9628
 DE9628  STATE/COUNTY-  MN/BLUE EARTH
 DE9628  COUNTRY     -  US
 DE9628  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9628
 DE9628                         *CURRENT SURVEY CONTROL
 DE9628  ______________________________________________________________________
 DE9628* NAD 83(2007) POSITION- 43 51 19.41561(N) 093 50 47.35996(W)   ADJUSTED  
 DE9628* NAD 83(2007) ELLIP HT-   289.735 (meters)        (02/10/07)   ADJUSTED
 DE9628* NAD 83(2007) EPOCH   -  2002.00
 DE9628* NAVD 88 ORTHO HEIGHT -   318.641  (meters)    1045.41  (feet) ADJUSTED  
 DE9628  ______________________________________________________________________
 DE9628  NAD 83(2007) X  -   -309,042.318 (meters)                     COMP
 DE9628  NAD 83(2007) Y  - -4,596,454.518 (meters)                     COMP
 DE9628  NAD 83(2007) Z  -  4,396,720.375 (meters)                     COMP
 DE9628  LAPLACE CORR    -         -5.77  (seconds)                    DEFLEC09
 DE9628  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 DE9628  DYNAMIC HEIGHT  -        318.574 (meters)     1045.19  (feet) COMP
 DE9628  MODELED GRAVITY -    980,399.7   (mgal)                       NAVD 88
 DE9628
 DE9628  VERT ORDER      -  SECOND    CLASS I
 DE9628
 DE9628  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9628  Type                                         Horiz  Ellip  Dist(km)
 DE9628  -------------------------------------------------------------------
 DE9628  NETWORK                                       0.62   0.61
 DE9628  -------------------------------------------------------------------
 DE9628  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.53      1.22
 DE9628  -------------------------------------------------------------------
 DE9628  NOTE: Click here for information on individual local accuracy
 DE9628  values and other accuracy information.
 DE9628
 DE9628
 DE9628.The horizontal coordinates were established by GPS observations
 DE9628.and adjusted by the National Geodetic Survey in February 2007.
 DE9628
 DE9628.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9628.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9628
 DE9628.The horizontal coordinates are valid at the epoch date displayed above
 DE9628.which is a decimal equivalence of Year/Month/Day.
 DE9628
 DE9628.The orthometric height was determined by differential leveling and
 DE9628.adjusted in August 2004.
 DE9628
 DE9628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9628
 DE9628.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9628
 DE9628.The ellipsoidal height was determined by GPS observations
 DE9628.and is referenced to NAD 83.
 DE9628
 DE9628.The dynamic height is computed by dividing the NAVD 88
 DE9628.geopotential number by the normal gravity value computed on the
 DE9628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9628.degrees latitude (g = 980.6199 gals.).
 DE9628
 DE9628.The modeled gravity was interpolated from observed gravity values.
 DE9628
 DE9628. The following values were computed from the NAD 83(2007) position.
 DE9628
 DE9628;                    North         East     Units Scale Factor Converg.
 DE9628;SPC MN S     -   195,056.683   812,342.218   MT  0.99998516   +0 06 27.4
 DE9628;SPC MN S     -   639,948.47  2,665,159.43   sFT  0.99998516   +0 06 27.4
 DE9628;UTM  15      - 4,856,160.087   431,968.787   MT  0.99965692   -0 35 11.4
 DE9628
 DE9628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9628!SPC MN S     -   0.99995457  x   0.99998516  =   0.99993973
 DE9628!UTM  15      -   0.99995457  x   0.99965692  =   0.99961150
 DE9628
 DE9628:                Primary Azimuth Mark                     Grid Az
 DE9628:SPC MN S     -  0703 P                                   311 09 35.7
 DE9628:UTM  15      -  0703 P                                   311 51 14.5
 DE9628
 DE9628|---------------------------------------------------------------------|
 DE9628| PID    Reference Object                     Distance      Geod. Az  |
 DE9628|                                                           dddmmss.s |
 DE9628| DE9627 0703 P                              APPROX. 1.2 KM 3111603.1 |
 DE9628|---------------------------------------------------------------------|
 DE9628
 DE9628                          SUPERSEDED SURVEY CONTROL
 DE9628
 DE9628  NAD 83(1996)-  43 51 19.41503(N)    093 50 47.35931(W) AD(       ) 1
 DE9628  ELLIP H (01/23/03)  289.784  (m)                       GP(       ) 3 2
 DE9628  NAVD 88 (01/23/03)  318.64   (m)         1045.4    (f) LEVELING    3  
 DE9628
 DE9628.Superseded values are not recommended for survey control.
 DE9628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9628.See file dsdata.txt to determine how the superseded data were derived.
 DE9628
 DE9628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3196856160(NAD 83)
 DE9628
 DE9628_MARKER: DD = SURVEY DISK
 DE9628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9628_STAMPING: 0703 Q 1999
 DE9628_MARK LOGO: MNDT  
 DE9628_PROJECTION: RECESSED 3 CENTIMETERS
 DE9628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9628+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9628_ROD/PIPE-DEPTH:  6.1 meters
 DE9628
 DE9628  HISTORY     - Date     Condition        Report By
 DE9628  HISTORY     - 1999     MONUMENTED       MNDT
 DE9628
 DE9628                          STATION DESCRIPTION
 DE9628
 DE9628'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9628'1 MI (1.6 KM) NW OF MINNESOTA LAKE, 0.95 MI (1.53 KM) NW ALONG TH 22
 DE9628'FROM JCT OF CO RD 21, AT TH 22 MP 27.9, 71 FT (21.6 M) NE OF TH 22, 35
 DE9628'FT (10.7 M) NORTH OF RD, 2.8 FT (0.9 M) NW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9623 ***********************************************************************
 DE9623  DESIGNATION -  0704 A 1
 DE9623  PID         -  DE9623
 DE9623  STATE/COUNTY-  MN/BLUE EARTH
 DE9623  COUNTRY     -  US
 DE9623  USGS QUAD   -  MAPLETON (1967)
 DE9623
 DE9623                         *CURRENT SURVEY CONTROL
 DE9623  ______________________________________________________________________
 DE9623* NAD 83(2007) POSITION- 43 56 03.93903(N) 093 57 29.38806(W)   ADJUSTED  
 DE9623* NAD 83(2007) ELLIP HT-   280.533 (meters)        (02/10/07)   ADJUSTED
 DE9623* NAD 83(2007) EPOCH   -  2002.00
 DE9623* NAVD 88 ORTHO HEIGHT -   309.055  (meters)    1013.96  (feet) ADJUSTED  
 DE9623  ______________________________________________________________________
 DE9623  NAD 83(2007) X  -   -317,579.858 (meters)                     COMP
 DE9623  NAD 83(2007) Y  - -4,589,762.517 (meters)                     COMP
 DE9623  NAD 83(2007) Z  -  4,403,042.348 (meters)                     COMP
 DE9623  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC09
 DE9623  GEOID HEIGHT    -        -28.53  (meters)                     GEOID09
 DE9623  DYNAMIC HEIGHT  -        308.997 (meters)     1013.77  (feet) COMP
 DE9623  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 DE9623
 DE9623  VERT ORDER      -  SECOND    CLASS I
 DE9623
 DE9623  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9623  Type                                         Horiz  Ellip  Dist(km)
 DE9623  -------------------------------------------------------------------
 DE9623  NETWORK                                       0.85   0.78
 DE9623  -------------------------------------------------------------------
 DE9623  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.79   0.69      2.60
 DE9623  -------------------------------------------------------------------
 DE9623  NOTE: Click here for information on individual local accuracy
 DE9623  values and other accuracy information.
 DE9623
 DE9623
 DE9623.The horizontal coordinates were established by GPS observations
 DE9623.and adjusted by the National Geodetic Survey in February 2007.
 DE9623
 DE9623.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9623.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9623
 DE9623.The horizontal coordinates are valid at the epoch date displayed above
 DE9623.which is a decimal equivalence of Year/Month/Day.
 DE9623
 DE9623.The orthometric height was determined by differential leveling and
 DE9623.adjusted in August 2004.
 DE9623
 DE9623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9623
 DE9623.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9623
 DE9623.The ellipsoidal height was determined by GPS observations
 DE9623.and is referenced to NAD 83.
 DE9623
 DE9623.The dynamic height is computed by dividing the NAVD 88
 DE9623.geopotential number by the normal gravity value computed on the
 DE9623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9623.degrees latitude (g = 980.6199 gals.).
 DE9623
 DE9623.The modeled gravity was interpolated from observed gravity values.
 DE9623
 DE9623. The following values were computed from the NAD 83(2007) position.
 DE9623
 DE9623;                    North         East     Units Scale Factor Converg.
 DE9623;SPC MN S     -   203,827.272   803,359.153   MT  0.99997069   +0 01 45.6
 DE9623;SPC MN S     -   668,723.31  2,635,687.49   sFT  0.99997069   +0 01 45.6
 DE9623;UTM  15      - 4,865,036.076   423,095.411   MT  0.99967274   -0 39 53.4
 DE9623
 DE9623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9623!SPC MN S     -   0.99995601  x   0.99997069  =   0.99992670
 DE9623!UTM  15      -   0.99995601  x   0.99967274  =   0.99962877
 DE9623
 DE9623:                Primary Azimuth Mark                     Grid Az
 DE9623:SPC MN S     -  0704 B                                   359 54 30.8
 DE9623:UTM  15      -  0704 B                                   000 36 09.8
 DE9623
 DE9623|---------------------------------------------------------------------|
 DE9623| PID    Reference Object                     Distance      Geod. Az  |
 DE9623|                                                           dddmmss.s |
 DE9623| DE9622 0704 B                              APPROX. 1.8 KM 3595616.4 |
 DE9623|---------------------------------------------------------------------|
 DE9623
 DE9623                          SUPERSEDED SURVEY CONTROL
 DE9623
 DE9623  NAD 83(1996)-  43 56 03.93827(N)    093 57 29.38725(W) AD(       ) 1
 DE9623  ELLIP H (01/23/03)  280.570  (m)                       GP(       ) 3 2
 DE9623  NAVD 88 (01/23/03)  309.06   (m)         1014.0    (f) LEVELING    3  
 DE9623
 DE9623.Superseded values are not recommended for survey control.
 DE9623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9623.See file dsdata.txt to determine how the superseded data were derived.
 DE9623
 DE9623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2309565036(NAD 83)
 DE9623
 DE9623_MARKER: DV = VERTICAL CONTROL DISK
 DE9623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9623_STAMPING: 0704 A 1 1976
 DE9623_MARK LOGO: MNHD  
 DE9623_PROJECTION: FLUSH
 DE9623_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9623+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DE9623_ROD/PIPE-DEPTH:  9.8 meters
 DE9623
 DE9623  HISTORY     - Date     Condition        Report By
 DE9623  HISTORY     - 1976     MONUMENTED       MNHD
 DE9623  HISTORY     - 19991019 GOOD             MNDT
 DE9623  HISTORY     - 20050422 GOOD             MNDT
 DE9623  HISTORY     - 20050422 GOOD             MNDT
 DE9623
 DE9623                          STATION DESCRIPTION
 DE9623
 DE9623'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9623'THE MARK WAS RECOVERED 0.7 MI (1.1 KM) NW OF NORTH JCT OF TH 22 AND TH
 DE9623'30 IN MAPLETON, AT TH 22 MP 35.8, 92 FT (28.0 M) WSW OF TH 22, 94.5 FT
 DE9623'(28.8 M) SE OF CO RD 7, AT ROADSIDE REST AREA, 96 FT (29.3 M) NW OF
 DE9623'TEL POST, 71.0 FT (21.6 M) NORTH OF NORTH EDGE OF PARKING LOT, 87.8 FT
 DE9623'(26.8 M) SSW OF P-POLE, 33 FT (10.1 M) SOUTH OF 16 INCH ASH TREE, 0.5
 DE9623'FT (15.2 CM) NORTH OF WIT POST.
 DE9623
 DE9623                          STATION RECOVERY (2005)
 DE9623
 DE9623'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DE9623'IN MAPLETON, 0.7 MILES NORTHWEST OF NORTH JUNCTION OF TRUNK HIGHWAY 22
 DE9623'AND TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 22 MILEPOINT 35.8, 92 FEET
 DE9623'WEST-SOUTHWEST OF TRUNK HIGHWAY 22, 94.5 FEET SOUTHEAST OF COUNTY ROAD
 DE9623'7, AT ROADSIDE REST AREA, 96.0 FEET NORTHWEST OF TELEPHONE POST, 71.0
 DE9623'FEET NORTH OF NORTH EDGE OF PARKING LOT, 87.8 FEET SOUTH-SOUTHWEST OF
 DE9623'POWER POLE, 33 FEET SOUTH OF 16 INCH ASH TREE, 0.5 FEET NORTH OF
 DE9623'WITNESS POST
 DE9623
 DE9623                          STATION RECOVERY (2005)
 DE9623
 DE9623'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DE9623'IN MAPLETON, 0.7 MILES NORTHWEST OF NORTH JUNCTION OF TRUNK HIGHWAY 22
 DE9623'AND TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 22 MILEPOINT 35.8, 92 FEET
 DE9623'WEST-SOUTHWEST OF TRUNK HIGHWAY 22, 94.5 FEET SOUTHEAST OF COUNTY ROAD
 DE9623'7, AT ROADSIDE REST AREA, 96.0 FEET NORTHWEST OF TELEPHONE POST, 71.0
 DE9623'FEET NORTH OF NORTH EDGE OF PARKING LOT, 87.8 FEET SOUTH-SOUTHWEST OF
 DE9623'POWER POLE, 33 FEET SOUTH OF 16 INCH ASH TREE, 0.5 FEET NORTH OF
 DE9623'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9622 ***********************************************************************
 DE9622  DESIGNATION -  0704 B
 DE9622  PID         -  DE9622
 DE9622  STATE/COUNTY-  MN/BLUE EARTH
 DE9622  COUNTRY     -  US
 DE9622  USGS QUAD   -  MAPLETON (1967)
 DE9622
 DE9622                         *CURRENT SURVEY CONTROL
 DE9622  ______________________________________________________________________
 DE9622* NAD 83(2007) POSITION- 43 57 01.44980(N) 093 57 29.47434(W)   ADJUSTED  
 DE9622* NAD 83(2007) ELLIP HT-   285.593 (meters)        (02/10/07)   ADJUSTED
 DE9622* NAD 83(2007) EPOCH   -  2002.00
 DE9622* NAVD 88 ORTHO HEIGHT -   314.115  (meters)    1030.56  (feet) ADJUSTED  
 DE9622  ______________________________________________________________________
 DE9622  NAD 83(2007) X  -   -317,497.000 (meters)                     COMP
 DE9622  NAD 83(2007) Y  - -4,588,537.151 (meters)                     COMP
 DE9622  NAD 83(2007) Z  -  4,404,324.001 (meters)                     COMP
 DE9622  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC09
 DE9622  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 DE9622  DYNAMIC HEIGHT  -        314.058 (meters)     1030.37  (feet) COMP
 DE9622  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DE9622
 DE9622  VERT ORDER      -  SECOND    CLASS I
 DE9622
 DE9622  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9622  Type                                         Horiz  Ellip  Dist(km)
 DE9622  -------------------------------------------------------------------
 DE9622  NETWORK                                       0.70   0.71
 DE9622  -------------------------------------------------------------------
 DE9622  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   0.49      1.78
 DE9622  -------------------------------------------------------------------
 DE9622  NOTE: Click here for information on individual local accuracy
 DE9622  values and other accuracy information.
 DE9622
 DE9622
 DE9622.The horizontal coordinates were established by GPS observations
 DE9622.and adjusted by the National Geodetic Survey in February 2007.
 DE9622
 DE9622.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9622.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9622
 DE9622.The horizontal coordinates are valid at the epoch date displayed above
 DE9622.which is a decimal equivalence of Year/Month/Day.
 DE9622
 DE9622.The orthometric height was determined by differential leveling and
 DE9622.adjusted in August 2004.
 DE9622
 DE9622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9622
 DE9622.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9622
 DE9622.The ellipsoidal height was determined by GPS observations
 DE9622.and is referenced to NAD 83.
 DE9622
 DE9622.The dynamic height is computed by dividing the NAVD 88
 DE9622.geopotential number by the normal gravity value computed on the
 DE9622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9622.degrees latitude (g = 980.6199 gals.).
 DE9622
 DE9622.The modeled gravity was interpolated from observed gravity values.
 DE9622
 DE9622. The following values were computed from the NAD 83(2007) position.
 DE9622
 DE9622;                    North         East     Units Scale Factor Converg.
 DE9622;SPC MN S     -   205,602.240   803,356.321   MT  0.99996799   +0 01 45.5
 DE9622;SPC MN S     -   674,546.68  2,635,678.20   sFT  0.99996799   +0 01 45.5
 DE9622;UTM  15      - 4,866,810.422   423,114.081   MT  0.99967271   -0 39 54.2
 DE9622
 DE9622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9622!SPC MN S     -   0.99995522  x   0.99996799  =   0.99992321
 DE9622!UTM  15      -   0.99995522  x   0.99967271  =   0.99962794
 DE9622
 DE9622:                Primary Azimuth Mark                     Grid Az
 DE9622:SPC MN S     -  0704 A 1                                 179 54 30.9
 DE9622:UTM  15      -  0704 A 1                                 180 36 10.6
 DE9622
 DE9622|---------------------------------------------------------------------|
 DE9622| PID    Reference Object                     Distance      Geod. Az  |
 DE9622|                                                           dddmmss.s |
 DE9622| DE9623 0704 A 1                            APPROX. 1.8 KM 1795616.4 |
 DE9622| DE9644 ASGROW                              APPROX. 0.5 KM 1801548.3 |
 DE9622| DE9621 0704 C                              APPROX. 1.5 KM 3585913.0 |
 DE9622|---------------------------------------------------------------------|
 DE9622
 DE9622                          SUPERSEDED SURVEY CONTROL
 DE9622
 DE9622  NAD 83(1996)-  43 57 01.44899(N)    093 57 29.47342(W) AD(       ) 1
 DE9622  ELLIP H (01/23/03)  285.630  (m)                       GP(       ) 3 2
 DE9622  NAVD 88 (01/23/03)  314.12   (m)         1030.6    (f) LEVELING    3  
 DE9622
 DE9622.Superseded values are not recommended for survey control.
 DE9622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9622.See file dsdata.txt to determine how the superseded data were derived.
 DE9622
 DE9622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2311466810(NAD 83)
 DE9622
 DE9622_MARKER: DB = BENCH MARK DISK
 DE9622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9622_STAMPING: 0704 B 1949
 DE9622_MARK LOGO: MNDT  
 DE9622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9622+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1999
 DE9622
 DE9622  HISTORY     - Date     Condition        Report By
 DE9622  HISTORY     - 1948     MONUMENTED       MNDT
 DE9622  HISTORY     - 19991019 GOOD             MNDT
 DE9622
 DE9622                          STATION DESCRIPTION
 DE9622
 DE9622'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9622'THE MARK WAS RECOVERED 1.8 MI (2.9 KM) NORTH ALONG TH 22 FROM NORTH
 DE9622'JCT OF TH 30 IN MAPLETON, AT TH 22 MP 36.9, 0.1 MI (0.2 KM) NORTH OF
 DE9622'CO RD 164, 71.0 FT (21.6 M) EAST OF TH 22, 3 FT (0.9 M) WEST OF FENCE,
 DE9622'0.4 FT (12.2 CM) WEST OF WIT POST, RECESSED 0.25 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9621 ***********************************************************************
 DE9621  DESIGNATION -  0704 C
 DE9621  PID         -  DE9621
 DE9621  STATE/COUNTY-  MN/BLUE EARTH
 DE9621  COUNTRY     -  US
 DE9621  USGS QUAD   -  MAPLETON (1967)
 DE9621
 DE9621                         *CURRENT SURVEY CONTROL
 DE9621  ______________________________________________________________________
 DE9621* NAD 83(2007) POSITION- 43 57 50.81760(N) 093 57 30.68295(W)   ADJUSTED  
 DE9621* NAD 83(2007) ELLIP HT-   283.942 (meters)        (02/10/07)   ADJUSTED
 DE9621* NAD 83(2007) EPOCH   -  2002.00
 DE9621* NAVD 88 ORTHO HEIGHT -   312.446  (meters)    1025.08  (feet) ADJUSTED  
 DE9621  ______________________________________________________________________
 DE9621  NAD 83(2007) X  -   -317,450.788 (meters)                     COMP
 DE9621  NAD 83(2007) Y  - -4,587,478.947 (meters)                     COMP
 DE9621  NAD 83(2007) Z  -  4,405,419.752 (meters)                     COMP
 DE9621  LAPLACE CORR    -         -6.35  (seconds)                    DEFLEC09
 DE9621  GEOID HEIGHT    -        -28.51  (meters)                     GEOID09
 DE9621  DYNAMIC HEIGHT  -        312.390 (meters)     1024.90  (feet) COMP
 DE9621  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 DE9621
 DE9621  VERT ORDER      -  SECOND    CLASS I
 DE9621
 DE9621  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9621  Type                                         Horiz  Ellip  Dist(km)
 DE9621  -------------------------------------------------------------------
 DE9621  NETWORK                                       0.72   0.73
 DE9621  -------------------------------------------------------------------
 DE9621  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.49      2.06
 DE9621  -------------------------------------------------------------------
 DE9621  NOTE: Click here for information on individual local accuracy
 DE9621  values and other accuracy information.
 DE9621
 DE9621
 DE9621.The horizontal coordinates were established by GPS observations
 DE9621.and adjusted by the National Geodetic Survey in February 2007.
 DE9621
 DE9621.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9621.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9621
 DE9621.The horizontal coordinates are valid at the epoch date displayed above
 DE9621.which is a decimal equivalence of Year/Month/Day.
 DE9621
 DE9621.The orthometric height was determined by differential leveling and
 DE9621.adjusted in August 2004.
 DE9621
 DE9621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9621
 DE9621.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9621
 DE9621.The ellipsoidal height was determined by GPS observations
 DE9621.and is referenced to NAD 83.
 DE9621
 DE9621.The dynamic height is computed by dividing the NAVD 88
 DE9621.geopotential number by the normal gravity value computed on the
 DE9621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9621.degrees latitude (g = 980.6199 gals.).
 DE9621
 DE9621.The modeled gravity was interpolated from observed gravity values.
 DE9621
 DE9621. The following values were computed from the NAD 83(2007) position.
 DE9621
 DE9621;                    North         East     Units Scale Factor Converg.
 DE9621;SPC MN S     -   207,125.878   803,328.599   MT  0.99996573   +0 01 44.7
 DE9621;SPC MN S     -   679,545.48  2,635,587.25   sFT  0.99996573   +0 01 44.7
 DE9621;UTM  15      - 4,868,333.835   423,104.830   MT  0.99967272   -0 39 55.6
 DE9621
 DE9621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9621!SPC MN S     -   0.99995548  x   0.99996573  =   0.99992121
 DE9621!UTM  15      -   0.99995548  x   0.99967272  =   0.99962821
 DE9621
 DE9621:                Primary Azimuth Mark                     Grid Az
 DE9621:SPC MN S     -  0704 B                                   178 57 27.5
 DE9621:UTM  15      -  0704 B                                   179 39 07.8
 DE9621
 DE9621|---------------------------------------------------------------------|
 DE9621| PID    Reference Object                     Distance      Geod. Az  |
 DE9621|                                                           dddmmss.s |
 DE9621| DE9622 0704 B                              APPROX. 1.5 KM 1785912.2 |
 DE9621|---------------------------------------------------------------------|
 DE9621
 DE9621                          SUPERSEDED SURVEY CONTROL
 DE9621
 DE9621  NAD 83(1996)-  43 57 50.81678(N)    093 57 30.68202(W) AD(       ) 1
 DE9621  ELLIP H (01/23/03)  283.979  (m)                       GP(       ) 3 2
 DE9621  NAVD 88 (01/23/03)  312.45   (m)         1025.1    (f) LEVELING    3  
 DE9621
 DE9621.Superseded values are not recommended for survey control.
 DE9621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9621.See file dsdata.txt to determine how the superseded data were derived.
 DE9621
 DE9621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2310468333(NAD 83)
 DE9621
 DE9621_MARKER: DB = BENCH MARK DISK
 DE9621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9621_STAMPING: 0704 C 1949
 DE9621_MARK LOGO: MNDT  
 DE9621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9621+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9621
 DE9621  HISTORY     - Date     Condition        Report By
 DE9621  HISTORY     - 1948     MONUMENTED       MNDT
 DE9621  HISTORY     - 19991013 GOOD             MNDT
 DE9621
 DE9621                          STATION DESCRIPTION
 DE9621
 DE9621'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9621'THE MARK WAS RECOVERED 2 MI (3.2 KM) NORTH OF MAPLETON, 2.8 MI (4.5
 DE9621'KM) NORTH OF NORTH JCT OF TH 22 AND TH 30, AT TH 22 MP 37.8, 69.4 FT
 DE9621'(21.2 M) WEST OF TH 22, 124.6 FT (38.0 M) NORTH OF CO RD 163 AND CO RD
 DE9621'4, 14.3 FT (4.4 M) NNE OF P-POLE, 0.5 FT (15.2 CM) EAST OF WIT POST,
 DE9621'RECESSED 0.6 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9620 ***********************************************************************
 DE9620  DESIGNATION -  0704 D
 DE9620  PID         -  DE9620
 DE9620  STATE/COUNTY-  MN/BLUE EARTH
 DE9620  COUNTRY     -  US
 DE9620  USGS QUAD   -  MAPLETON (1967)
 DE9620
 DE9620                         *CURRENT SURVEY CONTROL
 DE9620  ______________________________________________________________________
 DE9620* NAD 83(2007) POSITION- 43 58 40.17113(N) 093 57 28.97244(W)   ADJUSTED  
 DE9620* NAD 83(2007) ELLIP HT-   279.188 (meters)        (02/10/07)   ADJUSTED
 DE9620* NAD 83(2007) EPOCH   -  2002.00
 DE9620* NAVD 88 ORTHO HEIGHT -   307.680  (meters)    1009.45  (feet) ADJUSTED  
 DE9620  ______________________________________________________________________
 DE9620  NAD 83(2007) X  -   -317,339.504 (meters)                     COMP
 DE9620  NAD 83(2007) Y  - -4,586,423.048 (meters)                     COMP
 DE9620  NAD 83(2007) Z  -  4,406,512.781 (meters)                     COMP
 DE9620  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC09
 DE9620  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 DE9620  DYNAMIC HEIGHT  -        307.625 (meters)     1009.27  (feet) COMP
 DE9620  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 DE9620
 DE9620  VERT ORDER      -  SECOND    CLASS I
 DE9620
 DE9620  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9620  Type                                         Horiz  Ellip  Dist(km)
 DE9620  -------------------------------------------------------------------
 DE9620  NETWORK                                       0.61   0.69
 DE9620  -------------------------------------------------------------------
 DE9620  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.49      1.68
 DE9620  -------------------------------------------------------------------
 DE9620  NOTE: Click here for information on individual local accuracy
 DE9620  values and other accuracy information.
 DE9620
 DE9620
 DE9620.The horizontal coordinates were established by GPS observations
 DE9620.and adjusted by the National Geodetic Survey in February 2007.
 DE9620
 DE9620.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9620.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9620
 DE9620.The horizontal coordinates are valid at the epoch date displayed above
 DE9620.which is a decimal equivalence of Year/Month/Day.
 DE9620
 DE9620.The orthometric height was determined by differential leveling and
 DE9620.adjusted in August 2004.
 DE9620
 DE9620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9620
 DE9620.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9620
 DE9620.The ellipsoidal height was determined by GPS observations
 DE9620.and is referenced to NAD 83.
 DE9620
 DE9620.The dynamic height is computed by dividing the NAVD 88
 DE9620.geopotential number by the normal gravity value computed on the
 DE9620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9620.degrees latitude (g = 980.6199 gals.).
 DE9620
 DE9620.The modeled gravity was interpolated from observed gravity values.
 DE9620
 DE9620. The following values were computed from the NAD 83(2007) position.
 DE9620
 DE9620;                    North         East     Units Scale Factor Converg.
 DE9620;SPC MN S     -   208,649.108   803,365.948   MT  0.99996354   +0 01 45.9
 DE9620;SPC MN S     -   684,542.95  2,635,709.78   sFT  0.99996354   +0 01 45.9
 DE9620;UTM  15      - 4,869,856.056   423,160.626   MT  0.99967262   -0 39 55.0
 DE9620
 DE9620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9620!SPC MN S     -   0.99995622  x   0.99996354  =   0.99991977
 DE9620!UTM  15      -   0.99995622  x   0.99967262  =   0.99962886
 DE9620
 DE9620:                Primary Azimuth Mark                     Grid Az
 DE9620:SPC MN S     -  0704 C                                   181 24 16.5
 DE9620:UTM  15      -  0704 C                                   182 05 57.4
 DE9620
 DE9620|---------------------------------------------------------------------|
 DE9620| PID    Reference Object                     Distance      Geod. Az  |
 DE9620|                                                           dddmmss.s |
 DE9620| DE9621 0704 C                              APPROX. 1.5 KM 1812602.4 |
 DE9620|---------------------------------------------------------------------|
 DE9620
 DE9620                          SUPERSEDED SURVEY CONTROL
 DE9620
 DE9620  NAD 83(1996)-  43 58 40.17030(N)    093 57 28.97147(W) AD(       ) 1
 DE9620  ELLIP H (01/23/03)  279.224  (m)                       GP(       ) 3 2
 DE9620  NAVD 88 (01/23/03)  307.68   (m)         1009.4    (f) LEVELING    3  
 DE9620
 DE9620.Superseded values are not recommended for survey control.
 DE9620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9620.See file dsdata.txt to determine how the superseded data were derived.
 DE9620
 DE9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2316069856(NAD 83)
 DE9620
 DE9620_MARKER: DB = BENCH MARK DISK
 DE9620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9620_STAMPING: 0704 D 1949
 DE9620_MARK LOGO: MNDT  
 DE9620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9620+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9620
 DE9620  HISTORY     - Date     Condition        Report By
 DE9620  HISTORY     - 1948     MONUMENTED       MNDT
 DE9620  HISTORY     - 19991013 GOOD             MNDT
 DE9620
 DE9620                          STATION DESCRIPTION
 DE9620
 DE9620'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9620'RECOVERED 2 MI (3.2 KM) SOUTH OF JCT CO RD 10 AND TH 22 IN BEAUFORD,
 DE9620'AT TH 22 MP 38.8, 70.2 FT (21.4 M) EAST OF TH 22, 150 FT (45.7 M)
 DE9620'SOUTH OF RD WEST, 27 FT (8.2 M) NNW OF P-POLE, 0.5 FT (15.2 CM) WEST
 DE9620'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9619 ***********************************************************************
 DE9619  DESIGNATION -  0704 E
 DE9619  PID         -  DE9619
 DE9619  STATE/COUNTY-  MN/BLUE EARTH
 DE9619  COUNTRY     -  US
 DE9619  USGS QUAD   -  MAPLETON (1967)
 DE9619
 DE9619                         *CURRENT SURVEY CONTROL
 DE9619  ______________________________________________________________________
 DE9619* NAD 83(2007) POSITION- 43 59 32.61417(N) 093 57 28.55413(W)   ADJUSTED  
 DE9619* NAD 83(2007) ELLIP HT-   276.912 (meters)        (02/10/07)   ADJUSTED
 DE9619* NAD 83(2007) EPOCH   -  2002.00
 DE9619* NAVD 88 ORTHO HEIGHT -   305.395  (meters)    1001.95  (feet) ADJUSTED  
 DE9619  ______________________________________________________________________
 DE9619  NAD 83(2007) X  -   -317,252.497 (meters)                     COMP
 DE9619  NAD 83(2007) Y  - -4,585,300.602 (meters)                     COMP
 DE9619  NAD 83(2007) Z  -  4,407,675.884 (meters)                     COMP
 DE9619  LAPLACE CORR    -         -5.99  (seconds)                    DEFLEC09
 DE9619  GEOID HEIGHT    -        -28.49  (meters)                     GEOID09
 DE9619  DYNAMIC HEIGHT  -        305.341 (meters)     1001.77  (feet) COMP
 DE9619  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DE9619
 DE9619  VERT ORDER      -  SECOND    CLASS I
 DE9619
 DE9619  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9619  Type                                         Horiz  Ellip  Dist(km)
 DE9619  -------------------------------------------------------------------
 DE9619  NETWORK                                       0.51   0.63
 DE9619  -------------------------------------------------------------------
 DE9619  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.49      1.62
 DE9619  -------------------------------------------------------------------
 DE9619  NOTE: Click here for information on individual local accuracy
 DE9619  values and other accuracy information.
 DE9619
 DE9619
 DE9619.The horizontal coordinates were established by GPS observations
 DE9619.and adjusted by the National Geodetic Survey in February 2007.
 DE9619
 DE9619.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9619.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9619
 DE9619.The horizontal coordinates are valid at the epoch date displayed above
 DE9619.which is a decimal equivalence of Year/Month/Day.
 DE9619
 DE9619.The orthometric height was determined by differential leveling and
 DE9619.adjusted in August 2004.
 DE9619
 DE9619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9619
 DE9619.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9619
 DE9619.The ellipsoidal height was determined by GPS observations
 DE9619.and is referenced to NAD 83.
 DE9619
 DE9619.The dynamic height is computed by dividing the NAVD 88
 DE9619.geopotential number by the normal gravity value computed on the
 DE9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9619.degrees latitude (g = 980.6199 gals.).
 DE9619
 DE9619.The modeled gravity was interpolated from observed gravity values.
 DE9619
 DE9619. The following values were computed from the NAD 83(2007) position.
 DE9619
 DE9619;                    North         East     Units Scale Factor Converg.
 DE9619;SPC MN S     -   210,267.676   803,374.438   MT  0.99996126   +0 01 46.2
 DE9619;SPC MN S     -   689,853.20  2,635,737.64   sFT  0.99996126   +0 01 46.2
 DE9619;UTM  15      - 4,871,473.933   423,188.733   MT  0.99967256   -0 39 55.4
 DE9619
 DE9619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9619!SPC MN S     -   0.99995658  x   0.99996126  =   0.99991784
 DE9619!UTM  15      -   0.99995658  x   0.99967256  =   0.99962915
 DE9619
 DE9619:                Primary Azimuth Mark                     Grid Az
 DE9619:SPC MN S     -  0704 D                                   180 18 01.9
 DE9619:UTM  15      -  0704 D                                   180 59 43.5
 DE9619
 DE9619|---------------------------------------------------------------------|
 DE9619| PID    Reference Object                     Distance      Geod. Az  |
 DE9619|                                                           dddmmss.s |
 DE9619| DE9642 BEAUFORD                            278.668 METERS 08305     |
 DE9619| DE9620 0704 D                              APPROX. 1.6 KM 1801948.1 |
 DE9619| DE9643 MEDO                                433.326 METERS 2744759.5 |
 DE9619|---------------------------------------------------------------------|
 DE9619
 DE9619                          SUPERSEDED SURVEY CONTROL
 DE9619
 DE9619  NAD 83(1996)-  43 59 32.61334(N)    093 57 28.55312(W) AD(       ) 1
 DE9619  ELLIP H (01/23/03)  276.948  (m)                       GP(       ) 3 2
 DE9619  NAVD 88 (01/23/03)  305.40   (m)         1002.0    (f) LEVELING    3  
 DE9619
 DE9619.Superseded values are not recommended for survey control.
 DE9619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9619.See file dsdata.txt to determine how the superseded data were derived.
 DE9619
 DE9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2318871473(NAD 83)
 DE9619
 DE9619_MARKER: DB = BENCH MARK DISK
 DE9619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9619_STAMPING: 0704 E 1949
 DE9619_MARK LOGO: MNDT  
 DE9619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9619+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 DE9619
 DE9619  HISTORY     - Date     Condition        Report By
 DE9619  HISTORY     - 1948     MONUMENTED       MNDT
 DE9619  HISTORY     - 20000821 GOOD             MNDT
 DE9619
 DE9619                          STATION DESCRIPTION
 DE9619
 DE9619'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9619'THE MARK WAS RECOVERED 1 MI (1.6 KM) SOUTH OF BEAUFORD, 1.0 MI (1.6
 DE9619'KM) SOUTH OF CO RD 10, AT TH 22 MP 39.7, 71.4 FT (21.8 M) EAST OF TH
 DE9619'22, 118 FT (36.0 M) SOUTH OF CO RD 167 AND TWP RD, 83.4 FT (25.4 M)
 DE9619'SOUTH OF TEL PEDESTAL NUMBER A6 A1, 93.4 FT (28.5 M) NORTH OF P-POLE,
 DE9619'0.5 FT (15.2 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9618 ***********************************************************************
 DE9618  DESIGNATION -  0704 F 1
 DE9618  PID         -  DE9618
 DE9618  STATE/COUNTY-  MN/BLUE EARTH
 DE9618  COUNTRY     -  US
 DE9618  USGS QUAD   -  BEAUFORD (1974)
 DE9618
 DE9618                         *CURRENT SURVEY CONTROL
 DE9618  ______________________________________________________________________
 DE9618* NAD 83(2007) POSITION- 44 00 25.69645(N) 093 57 31.18506(W)   ADJUSTED  
 DE9618* NAD 83(2007) ELLIP HT-   279.390 (meters)        (02/10/07)   ADJUSTED
 DE9618* NAD 83(2007) EPOCH   -  2002.00
 DE9618* NAVD 88 ORTHO HEIGHT -   307.855  (meters)    1010.02  (feet) ADJUSTED  
 DE9618  ______________________________________________________________________
 DE9618  NAD 83(2007) X  -   -317,232.532 (meters)                     COMP
 DE9618  NAD 83(2007) Y  - -4,584,162.904 (meters)                     COMP
 DE9618  NAD 83(2007) Z  -  4,408,856.198 (meters)                     COMP
 DE9618  LAPLACE CORR    -         -5.81  (seconds)                    DEFLEC09
 DE9618  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 DE9618  DYNAMIC HEIGHT  -        307.801 (meters)     1009.84  (feet) COMP
 DE9618  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 DE9618
 DE9618  VERT ORDER      -  SECOND    CLASS I
 DE9618
 DE9618  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9618  Type                                         Horiz  Ellip  Dist(km)
 DE9618  -------------------------------------------------------------------
 DE9618  NETWORK                                       1.01   1.00
 DE9618  -------------------------------------------------------------------
 DE9618  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.04   1.02      4.11
 DE9618  -------------------------------------------------------------------
 DE9618  NOTE: Click here for information on individual local accuracy
 DE9618  values and other accuracy information.
 DE9618
 DE9618
 DE9618.The horizontal coordinates were established by GPS observations
 DE9618.and adjusted by the National Geodetic Survey in February 2007.
 DE9618
 DE9618.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9618.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9618
 DE9618.The horizontal coordinates are valid at the epoch date displayed above
 DE9618.which is a decimal equivalence of Year/Month/Day.
 DE9618
 DE9618.The orthometric height was determined by differential leveling and
 DE9618.adjusted in August 2004.
 DE9618
 DE9618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9618
 DE9618.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9618
 DE9618.The ellipsoidal height was determined by GPS observations
 DE9618.and is referenced to NAD 83.
 DE9618
 DE9618.The dynamic height is computed by dividing the NAVD 88
 DE9618.geopotential number by the normal gravity value computed on the
 DE9618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9618.degrees latitude (g = 980.6199 gals.).
 DE9618
 DE9618.The modeled gravity was interpolated from observed gravity values.
 DE9618
 DE9618. The following values were computed from the NAD 83(2007) position.
 DE9618
 DE9618;                    North         East     Units Scale Factor Converg.
 DE9618;SPC MN S     -   211,905.939   803,314.989   MT  0.99995903   +0 01 44.3
 DE9618;SPC MN S     -   695,228.07  2,635,542.59   sFT  0.99995903   +0 01 44.3
 DE9618;UTM  15      - 4,873,112.326   423,149.170   MT  0.99967264   -0 39 57.8
 DE9618
 DE9618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9618!SPC MN S     -   0.99995619  x   0.99995903  =   0.99991522
 DE9618!UTM  15      -   0.99995619  x   0.99967264  =   0.99962885
 DE9618
 DE9618:                Primary Azimuth Mark                     Grid Az
 DE9618:SPC MN S     -  0704 E                                   177 55 18.3
 DE9618:UTM  15      -  0704 E                                   178 37 00.4
 DE9618
 DE9618|---------------------------------------------------------------------|
 DE9618| PID    Reference Object                     Distance      Geod. Az  |
 DE9618|                                                           dddmmss.s |
 DE9618| DE9619 0704 E                              APPROX. 1.6 KM 1775702.6 |
 DE9618|---------------------------------------------------------------------|
 DE9618
 DE9618                          SUPERSEDED SURVEY CONTROL
 DE9618
 DE9618  NAD 83(1996)-  44 00 25.69565(N)    093 57 31.18417(W) AD(       ) 1
 DE9618  ELLIP H (01/23/03)  279.430  (m)                       GP(       ) 3 2
 DE9618  NAVD 88 (01/23/03)  307.86   (m)         1010.0    (f) LEVELING    3  
 DE9618
 DE9618.Superseded values are not recommended for survey control.
 DE9618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9618.See file dsdata.txt to determine how the superseded data were derived.
 DE9618
 DE9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2314973112(NAD 83)
 DE9618
 DE9618_MARKER: DV = VERTICAL CONTROL DISK
 DE9618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9618_STAMPING: 0704 F 1 1976
 DE9618_MARK LOGO: MNDT  
 DE9618_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9618+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9618
 DE9618  HISTORY     - Date     Condition        Report By
 DE9618  HISTORY     - 1976     MONUMENTED       MNDT
 DE9618  HISTORY     - 19991013 GOOD             MNDT
 DE9618
 DE9618                          STATION DESCRIPTION
 DE9618
 DE9618'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9618'THE MARK WAS RECOVERED IN BEAUFORD, AT SW COR OF JCT OF TH 22 AND CO
 DE9618'RD 10, AT TH 22 MP 40.8, 50.4 FT (15.4 M) WEST OF TH 22, 35 FT (10.7
 DE9618'M) SOUTH OF CO RD 10, 7.5 FT (2.3 M) SW OF P-POLE, 0.5 FT (15.2 CM)
 DE9618'EAST OF WIT POST, RECESSED 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8259 ***********************************************************************
 DF8259  DESIGNATION -  0704 G
 DF8259  PID         -  DF8259
 DF8259  STATE/COUNTY-  MN/BLUE EARTH
 DF8259  COUNTRY     -  US
 DF8259  USGS QUAD   -  BEAUFORD (1974)
 DF8259
 DF8259                         *CURRENT SURVEY CONTROL
 DF8259  ______________________________________________________________________
 DF8259* NAD 83(1986) POSITION- 44 01 12.     (N) 093 57 31.     (W)   SCALED    
 DF8259* NAVD 88 ORTHO HEIGHT -   306.615  (meters)    1005.95  (feet) ADJUSTED  
 DF8259  ______________________________________________________________________
 DF8259  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DF8259  DYNAMIC HEIGHT  -        306.562 (meters)     1005.78  (feet) COMP
 DF8259  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 DF8259
 DF8259  VERT ORDER      -  SECOND    CLASS I
 DF8259
 DF8259.The horizontal coordinates were scaled from a topographic map and have
 DF8259.an estimated accuracy of +/- 6 seconds.
 DF8259.
 DF8259.The orthometric height was determined by differential leveling and
 DF8259.adjusted in August 2004.
 DF8259
 DF8259.The dynamic height is computed by dividing the NAVD 88
 DF8259.geopotential number by the normal gravity value computed on the
 DF8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8259.degrees latitude (g = 980.6199 gals.).
 DF8259
 DF8259.The modeled gravity was interpolated from observed gravity values.
 DF8259
 DF8259;                    North         East    Units  Estimated Accuracy
 DF8259;SPC MN S     -   213,340.      803,320.      MT  (+/- 180 meters Scaled)
 DF8259
 DF8259                          SUPERSEDED SURVEY CONTROL
 DF8259
 DF8259.No superseded survey control is available for this station.
 DF8259
 DF8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ231745(NAD 83)
 DF8259
 DF8259_MARKER: DB = BENCH MARK DISK
 DF8259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8259_STAMPING: 0704 G 1949
 DF8259_MARK LOGO: MNDT  
 DF8259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8259+STABILITY: SURFACE MOTION
 DF8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8259+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DF8259
 DF8259  HISTORY     - Date     Condition        Report By
 DF8259  HISTORY     - 1948     MONUMENTED       MNDT
 DF8259  HISTORY     - 19991013 GOOD             MNDT
 DF8259
 DF8259                          STATION DESCRIPTION
 DF8259
 DF8259'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8259'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8259'THE MARK IS LOCATED 1 MI (1.6 KM) NORTH OF BEAUFORD, 1.0 MI (1.6 KM)
 DF8259'NORTH OF CO RD 10, AT TH 22 MP 41.8, 69.5 FT (21.2 M) WEST OF TH 22,
 DF8259'600 FT (182.9 M) SOUTH OF TWP RD WEST, 16.6 FT (5.1 M) SW OF 18 INCH
 DF8259'OAK, 0.9 FT (27.4 CM) EAST OF WIT POST, PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8267 ***********************************************************************
 DF8267  DESIGNATION -  0704 H
 DF8267  PID         -  DF8267
 DF8267  STATE/COUNTY-  MN/BLUE EARTH
 DF8267  COUNTRY     -  US
 DF8267  USGS QUAD   -  BEAUFORD (1974)
 DF8267
 DF8267                         *CURRENT SURVEY CONTROL
 DF8267  ______________________________________________________________________
 DF8267* NAD 83(1986) POSITION- 44 02 09.     (N) 093 57 32.     (W)   SCALED    
 DF8267* NAVD 88 ORTHO HEIGHT -   308.616  (meters)    1012.52  (feet) ADJUSTED  
 DF8267  ______________________________________________________________________
 DF8267  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DF8267  DYNAMIC HEIGHT  -        308.563 (meters)     1012.34  (feet) COMP
 DF8267  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 DF8267
 DF8267  VERT ORDER      -  SECOND    CLASS I
 DF8267
 DF8267.The horizontal coordinates were scaled from a topographic map and have
 DF8267.an estimated accuracy of +/- 6 seconds.
 DF8267.
 DF8267.The orthometric height was determined by differential leveling and
 DF8267.adjusted in August 2004.
 DF8267
 DF8267.The dynamic height is computed by dividing the NAVD 88
 DF8267.geopotential number by the normal gravity value computed on the
 DF8267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8267.degrees latitude (g = 980.6199 gals.).
 DF8267
 DF8267.The modeled gravity was interpolated from observed gravity values.
 DF8267
 DF8267;                    North         East    Units  Estimated Accuracy
 DF8267;SPC MN S     -   215,090.      803,300.      MT  (+/- 180 meters Scaled)
 DF8267
 DF8267                          SUPERSEDED SURVEY CONTROL
 DF8267
 DF8267.No superseded survey control is available for this station.
 DF8267
 DF8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ231762(NAD 83)
 DF8267
 DF8267_MARKER: DB = BENCH MARK DISK
 DF8267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8267_STAMPING: 0704 H 1949
 DF8267_MARK LOGO: MNDT  
 DF8267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8267+STABILITY: SURFACE MOTION
 DF8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8267+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DF8267
 DF8267  HISTORY     - Date     Condition        Report By
 DF8267  HISTORY     - 1948     MONUMENTED       MNDT
 DF8267  HISTORY     - 19991013 GOOD             MNDT
 DF8267
 DF8267                          STATION DESCRIPTION
 DF8267
 DF8267'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8267'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8267'THE MARK IS LOCATED 1.9 MI (3.1 KM) NORTH OF JCT OF TH 22 AND CO RD 10
 DF8267'IN BEAUFORD, 70.4 FT (21.5 M) WEST OF TH 22, AT TH 22 MP 42.65, AT TH
 DF8267'22 STA 350+00, 39 FT (11.9 M) SOUTH OF ENT, 94.3 FT (28.7 M) SOUTH OF
 DF8267'TEL PEDESTAL NUMBER 22BB02, 0.7 FT (21.3 CM) EAST OF WIT POST. DISK
 DF8267'SET IN CONCRETE WHEN POURED IN 1948 THEN STAMPED IN 1949.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9617 ***********************************************************************
 DE9617  DESIGNATION -  0704 H 1
 DE9617  PID         -  DE9617
 DE9617  STATE/COUNTY-  MN/BLUE EARTH
 DE9617  COUNTRY     -  US
 DE9617  USGS QUAD   -  BEAUFORD (1974)
 DE9617
 DE9617                         *CURRENT SURVEY CONTROL
 DE9617  ______________________________________________________________________
 DE9617* NAD 83(2007) POSITION- 44 02 10.91880(N) 093 57 32.81723(W)   ADJUSTED  
 DE9617* NAD 83(2007) ELLIP HT-   278.956 (meters)        (02/10/07)   ADJUSTED
 DE9617* NAD 83(2007) EPOCH   -  2002.00
 DE9617* NAVD 88 ORTHO HEIGHT -   307.418  (meters)    1008.59  (feet) ADJUSTED  
 DE9617  ______________________________________________________________________
 DE9617  NAD 83(2007) X  -   -317,112.952 (meters)                     COMP
 DE9617  NAD 83(2007) Y  - -4,581,908.476 (meters)                     COMP
 DE9617  NAD 83(2007) Z  -  4,411,191.306 (meters)                     COMP
 DE9617  LAPLACE CORR    -         -5.66  (seconds)                    DEFLEC09
 DE9617  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DE9617  DYNAMIC HEIGHT  -        307.365 (meters)     1008.41  (feet) COMP
 DE9617  MODELED GRAVITY -    980,437.4   (mgal)                       NAVD 88
 DE9617
 DE9617  VERT ORDER      -  SECOND    CLASS I
 DE9617
 DE9617  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9617  Type                                         Horiz  Ellip  Dist(km)
 DE9617  -------------------------------------------------------------------
 DE9617  NETWORK                                       0.74   0.80
 DE9617  -------------------------------------------------------------------
 DE9617  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.69      2.82
 DE9617  -------------------------------------------------------------------
 DE9617  NOTE: Click here for information on individual local accuracy
 DE9617  values and other accuracy information.
 DE9617
 DE9617
 DE9617.The horizontal coordinates were established by GPS observations
 DE9617.and adjusted by the National Geodetic Survey in February 2007.
 DE9617
 DE9617.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9617.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9617
 DE9617.The horizontal coordinates are valid at the epoch date displayed above
 DE9617.which is a decimal equivalence of Year/Month/Day.
 DE9617
 DE9617.The orthometric height was determined by differential leveling and
 DE9617.adjusted in August 2004.
 DE9617
 DE9617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9617
 DE9617.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9617
 DE9617.The ellipsoidal height was determined by GPS observations
 DE9617.and is referenced to NAD 83.
 DE9617
 DE9617.The dynamic height is computed by dividing the NAVD 88
 DE9617.geopotential number by the normal gravity value computed on the
 DE9617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9617.degrees latitude (g = 980.6199 gals.).
 DE9617
 DE9617.The modeled gravity was interpolated from observed gravity values.
 DE9617
 DE9617. The following values were computed from the NAD 83(2007) position.
 DE9617
 DE9617;                    North         East     Units Scale Factor Converg.
 DE9617;SPC MN S     -   215,153.429   803,277.006   MT  0.99995479   +0 01 43.2
 DE9617;SPC MN S     -   705,882.54  2,635,417.98   sFT  0.99995479   +0 01 43.2
 DE9617;UTM  15      - 4,876,359.115   423,150.593   MT  0.99967263   -0 40 00.2
 DE9617
 DE9617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9617!SPC MN S     -   0.99995626  x   0.99995479  =   0.99991105
 DE9617!UTM  15      -   0.99995626  x   0.99967263  =   0.99962890
 DE9617
 DE9617:                Primary Azimuth Mark                     Grid Az
 DE9617:SPC MN S     -  0704 I 1                                 000 30 40.4
 DE9617:UTM  15      -  0704 I 1                                 001 12 23.8
 DE9617
 DE9617|---------------------------------------------------------------------|
 DE9617| PID    Reference Object                     Distance      Geod. Az  |
 DE9617|                                                           dddmmss.s |
 DE9617| DE9635 0704 I 1                            APPROX. 1.6 KM 0003223.6 |
 DE9617|---------------------------------------------------------------------|
 DE9617
 DE9617                          SUPERSEDED SURVEY CONTROL
 DE9617
 DE9617  NAD 83(1996)-  44 02 10.91801(N)    093 57 32.81636(W) AD(       ) 1
 DE9617  ELLIP H (01/23/03)  279.007  (m)                       GP(       ) 3 2
 DE9617  NAVD 88 (01/23/03)  307.42   (m)         1008.6    (f) LEVELING    3  
 DE9617
 DE9617.Superseded values are not recommended for survey control.
 DE9617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9617.See file dsdata.txt to determine how the superseded data were derived.
 DE9617
 DE9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2315076359(NAD 83)
 DE9617
 DE9617_MARKER: DV = VERTICAL CONTROL DISK
 DE9617_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9617_STAMPING: 0704 H 1 1976
 DE9617_MARK LOGO: MNDT  
 DE9617_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9617+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9617
 DE9617  HISTORY     - Date     Condition        Report By
 DE9617  HISTORY     - 1976     MONUMENTED       MNDT
 DE9617  HISTORY     - 19991013 GOOD             MNDT
 DE9617
 DE9617                          STATION DESCRIPTION
 DE9617
 DE9617'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9617'THE MARK WAS RECOVERED 2 MI (3.2 KM) NORTH OF BEAUFORD, 2.0 MI (3.2
 DE9617'KM) NORTH OF JCT CO RD 10 AND TH 22, AT TH 22 MP 42.8, 73.8 FT (22.5
 DE9617'M) WEST OF TH 22, 59.5 FT (18.1 M) SOUTH OF CO RD 16, 26 FT (7.9 M)
 DE9617'EAST OF FIELD ENT, 62 FT (18.9 M) SOUTH OF CO RD 16, 0.5 FT (15.2 CM)
 DE9617'EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8262 ***********************************************************************
 DF8262  DESIGNATION -  0704 I
 DF8262  PID         -  DF8262
 DF8262  STATE/COUNTY-  MN/BLUE EARTH
 DF8262  COUNTRY     -  US
 DF8262  USGS QUAD   -  BEAUFORD (1974)
 DF8262
 DF8262                         *CURRENT SURVEY CONTROL
 DF8262  ______________________________________________________________________
 DF8262* NAD 83(1986) POSITION- 44 02 54.     (N) 093 57 29.     (W)   SCALED    
 DF8262* NAVD 88 ORTHO HEIGHT -   307.763  (meters)    1009.72  (feet) ADJUSTED  
 DF8262  ______________________________________________________________________
 DF8262  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 DF8262  DYNAMIC HEIGHT  -        307.710 (meters)     1009.55  (feet) COMP
 DF8262  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 DF8262
 DF8262  VERT ORDER      -  SECOND    CLASS I
 DF8262
 DF8262.The horizontal coordinates were scaled from a topographic map and have
 DF8262.an estimated accuracy of +/- 6 seconds.
 DF8262.
 DF8262.The orthometric height was determined by differential leveling and
 DF8262.adjusted in August 2004.
 DF8262
 DF8262.The dynamic height is computed by dividing the NAVD 88
 DF8262.geopotential number by the normal gravity value computed on the
 DF8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8262.degrees latitude (g = 980.6199 gals.).
 DF8262
 DF8262.The modeled gravity was interpolated from observed gravity values.
 DF8262
 DF8262;                    North         East    Units  Estimated Accuracy
 DF8262;SPC MN S     -   216,480.      803,360.      MT  (+/- 180 meters Scaled)
 DF8262
 DF8262                          SUPERSEDED SURVEY CONTROL
 DF8262
 DF8262.No superseded survey control is available for this station.
 DF8262
 DF8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ232776(NAD 83)
 DF8262
 DF8262_MARKER: DB = BENCH MARK DISK
 DF8262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8262_STAMPING: 0704 I 1949
 DF8262_MARK LOGO: MNDT  
 DF8262_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8262+STABILITY: SURFACE MOTION
 DF8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8262+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DF8262
 DF8262  HISTORY     - Date     Condition        Report By
 DF8262  HISTORY     - 1948     MONUMENTED       MNDT
 DF8262  HISTORY     - 19991013 GOOD             MNDT
 DF8262
 DF8262                          STATION DESCRIPTION
 DF8262
 DF8262'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8262'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8262'THE MARK IS LOCATED 2.8 MI (4.5 KM) NORTH OF JCT OF TH 22 AND CO RD 10
 DF8262'IN BEAUFORD, 70 FT (21.3 M) EAST OF TH 22, AT TH 22 MP 43.6, AT TH 22
 DF8262'STA 400+00, 70 FT (21.3 M) SSE OF P-POLE 123 FT (37.5 M) SOUTH OF
 DF8262'DRIVEWAY, NO WIT POST PRIVATE PROPERTY.  DISK SET IN CONCRETE WHEN
 DF8262'POURED IN 1948 THEN STAMPED IN 1949.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9635 ***********************************************************************
 DE9635  DESIGNATION -  0704 I 1
 DE9635  PID         -  DE9635
 DE9635  STATE/COUNTY-  MN/BLUE EARTH
 DE9635  COUNTRY     -  US
 DE9635  USGS QUAD   -  BEAUFORD (1974)
 DE9635
 DE9635                         *CURRENT SURVEY CONTROL
 DE9635  ______________________________________________________________________
 DE9635* NAD 83(2007) POSITION- 44 03 03.68034(N) 093 57 32.12786(W)   ADJUSTED  
 DE9635* NAD 83(2007) ELLIP HT-   276.066 (meters)        (02/10/07)   ADJUSTED
 DE9635* NAD 83(2007) EPOCH   -  2002.00
 DE9635* NAVD 88 ORTHO HEIGHT -   304.509  (meters)     999.04  (feet) ADJUSTED  
 DE9635  ______________________________________________________________________
 DE9635  NAD 83(2007) X  -   -317,019.328 (meters)                     COMP
 DE9635  NAD 83(2007) Y  - -4,580,777.992 (meters)                     COMP
 DE9635  NAD 83(2007) Z  -  4,412,359.909 (meters)                     COMP
 DE9635  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC09
 DE9635  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 DE9635  DYNAMIC HEIGHT  -        304.457 (meters)      998.87  (feet) COMP
 DE9635  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DE9635
 DE9635  VERT ORDER      -  SECOND    CLASS I
 DE9635
 DE9635  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9635  Type                                         Horiz  Ellip  Dist(km)
 DE9635  -------------------------------------------------------------------
 DE9635  NETWORK                                       0.76   0.82
 DE9635  -------------------------------------------------------------------
 DE9635  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.69      1.63
 DE9635  -------------------------------------------------------------------
 DE9635  NOTE: Click here for information on individual local accuracy
 DE9635  values and other accuracy information.
 DE9635
 DE9635
 DE9635.The horizontal coordinates were established by GPS observations
 DE9635.and adjusted by the National Geodetic Survey in February 2007.
 DE9635
 DE9635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9635.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9635
 DE9635.The horizontal coordinates are valid at the epoch date displayed above
 DE9635.which is a decimal equivalence of Year/Month/Day.
 DE9635
 DE9635.The orthometric height was determined by differential leveling and
 DE9635.adjusted in August 2004.
 DE9635
 DE9635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9635
 DE9635.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9635
 DE9635.The ellipsoidal height was determined by GPS observations
 DE9635.and is referenced to NAD 83.
 DE9635
 DE9635.The dynamic height is computed by dividing the NAVD 88
 DE9635.geopotential number by the normal gravity value computed on the
 DE9635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9635.degrees latitude (g = 980.6199 gals.).
 DE9635
 DE9635.The modeled gravity was interpolated from observed gravity values.
 DE9635
 DE9635. The following values were computed from the NAD 83(2007) position.
 DE9635
 DE9635;                    North         East     Units Scale Factor Converg.
 DE9635;SPC MN S     -   216,781.833   803,291.537   MT  0.99995276   +0 01 43.6
 DE9635;SPC MN S     -   711,225.06  2,635,465.65   sFT  0.99995276   +0 01 43.6
 DE9635;UTM  15      - 4,877,986.764   423,184.878   MT  0.99967257   -0 40 00.4
 DE9635
 DE9635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9635!SPC MN S     -   0.99995671  x   0.99995276  =   0.99990948
 DE9635!UTM  15      -   0.99995671  x   0.99967257  =   0.99962930
 DE9635
 DE9635:                Primary Azimuth Mark                     Grid Az
 DE9635:SPC MN S     -  0704 H 1                                 180 30 40.5
 DE9635:UTM  15      -  0704 H 1                                 181 12 24.5
 DE9635
 DE9635|---------------------------------------------------------------------|
 DE9635| PID    Reference Object                     Distance      Geod. Az  |
 DE9635|                                                           dddmmss.s |
 DE9635| DE9617 0704 H 1                            APPROX. 1.6 KM 1803224.1 |
 DE9635|---------------------------------------------------------------------|
 DE9635
 DE9635                          SUPERSEDED SURVEY CONTROL
 DE9635
 DE9635  NAD 83(1996)-  44 03 03.67954(N)    093 57 32.12700(W) AD(       ) 1
 DE9635  ELLIP H (01/23/03)  276.118  (m)                       GP(       ) 3 2
 DE9635  NAVD 88 (01/23/03)  304.51   (m)          999.0    (f) LEVELING    3  
 DE9635
 DE9635.Superseded values are not recommended for survey control.
 DE9635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9635.See file dsdata.txt to determine how the superseded data were derived.
 DE9635
 DE9635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2318477986(NAD 83)
 DE9635
 DE9635_MARKER: DV = VERTICAL CONTROL DISK
 DE9635_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9635_STAMPING: 0704 I 1 1976
 DE9635_MARK LOGO: MNDT  
 DE9635_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9635+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9635
 DE9635  HISTORY     - Date     Condition        Report By
 DE9635  HISTORY     - 1976     MONUMENTED       MNDT
 DE9635  HISTORY     - 19991013 GOOD             MNDT
 DE9635
 DE9635                          STATION DESCRIPTION
 DE9635
 DE9635'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9635'THE MARK WAS RECOVERED 2.7 MI (4.3 KM) NORTH OF BEAUFORD, 2.7 MI (4.3
 DE9635'KM) NORTH OF JCT TH 22 AND CO RD 10, 71 FT (21.6 M) WEST OF TH 22, AT
 DE9635'TH 22 MP 43.85, 92.3 FT (28.1 M) NNE OF TEL PEDESTAL NUMBER 2BO2AG, 3
 DE9635'FT (0.9 M) SOUTH OF P-POLE, AT SE COR OF CHURCH PARKING LOT, 77 FT
 DE9635'(23.5 M) SOUTH OF SOUTH CHURCH ENT, 0.9 FT (27.4 CM) NORTH OF WIT
 DE9635'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9616 ***********************************************************************
 DE9616  DESIGNATION -  0704 J
 DE9616  PID         -  DE9616
 DE9616  STATE/COUNTY-  MN/BLUE EARTH
 DE9616  COUNTRY     -  US
 DE9616  USGS QUAD   -  BEAUFORD (1974)
 DE9616
 DE9616                         *CURRENT SURVEY CONTROL
 DE9616  ______________________________________________________________________
 DE9616* NAD 83(2007) POSITION- 44 03 42.38072(N) 093 57 32.09734(W)   ADJUSTED  
 DE9616* NAD 83(2007) ELLIP HT-   278.196 (meters)        (02/10/07)   ADJUSTED
 DE9616* NAD 83(2007) EPOCH   -  2002.00
 DE9616* NAVD 88 ORTHO HEIGHT -   306.640  (meters)    1006.03  (feet) ADJUSTED  
 DE9616  ______________________________________________________________________
 DE9616  NAD 83(2007) X  -   -316,961.408 (meters)                     COMP
 DE9616  NAD 83(2007) Y  - -4,579,950.911 (meters)                     COMP
 DE9616  NAD 83(2007) Z  -  4,413,219.847 (meters)                     COMP
 DE9616  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC09
 DE9616  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DE9616  DYNAMIC HEIGHT  -        306.588 (meters)     1005.86  (feet) COMP
 DE9616  MODELED GRAVITY -    980,439.6   (mgal)                       NAVD 88
 DE9616
 DE9616  VERT ORDER      -  SECOND    CLASS I
 DE9616
 DE9616  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9616  Type                                         Horiz  Ellip  Dist(km)
 DE9616  -------------------------------------------------------------------
 DE9616  NETWORK                                       0.53   0.61
 DE9616  -------------------------------------------------------------------
 DE9616  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.45      1.19
 DE9616  -------------------------------------------------------------------
 DE9616  NOTE: Click here for information on individual local accuracy
 DE9616  values and other accuracy information.
 DE9616
 DE9616
 DE9616.The horizontal coordinates were established by GPS observations
 DE9616.and adjusted by the National Geodetic Survey in February 2007.
 DE9616
 DE9616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9616.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9616
 DE9616.The horizontal coordinates are valid at the epoch date displayed above
 DE9616.which is a decimal equivalence of Year/Month/Day.
 DE9616
 DE9616.The orthometric height was determined by differential leveling and
 DE9616.adjusted in August 2004.
 DE9616
 DE9616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9616
 DE9616.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9616
 DE9616.The ellipsoidal height was determined by GPS observations
 DE9616.and is referenced to NAD 83.
 DE9616
 DE9616.The dynamic height is computed by dividing the NAVD 88
 DE9616.geopotential number by the normal gravity value computed on the
 DE9616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9616.degrees latitude (g = 980.6199 gals.).
 DE9616
 DE9616.The modeled gravity was interpolated from observed gravity values.
 DE9616
 DE9616. The following values were computed from the NAD 83(2007) position.
 DE9616
 DE9616;                    North         East     Units Scale Factor Converg.
 DE9616;SPC MN S     -   217,976.256   803,291.616   MT  0.99995131   +0 01 43.7
 DE9616;SPC MN S     -   715,143.77  2,635,465.91   sFT  0.99995131   +0 01 43.7
 DE9616;UTM  15      - 4,879,180.765   423,199.455   MT  0.99967254   -0 40 00.8
 DE9616
 DE9616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9616!SPC MN S     -   0.99995638  x   0.99995131  =   0.99990769
 DE9616!UTM  15      -   0.99995638  x   0.99967254  =   0.99962893
 DE9616
 DE9616:                Primary Azimuth Mark                     Grid Az
 DE9616:SPC MN S     -  0704 K                                   009 50 17.5
 DE9616:UTM  15      -  0704 K                                   010 32 02.0
 DE9616
 DE9616|---------------------------------------------------------------------|
 DE9616| PID    Reference Object                     Distance      Geod. Az  |
 DE9616|                                                           dddmmss.s |
 DE9616| DE9615 0704 K                              APPROX. 1.8 KM 0095201.2 |
 DE9616| DE9635 0704 I 1                            APPROX. 1.2 KM 1800157.3 |
 DE9616|---------------------------------------------------------------------|
 DE9616
 DE9616                          SUPERSEDED SURVEY CONTROL
 DE9616
 DE9616  NAD 83(1996)-  44 03 42.37991(N)    093 57 32.09648(W) AD(       ) 1
 DE9616  ELLIP H (01/23/03)  278.250  (m)                       GP(       ) 3 2
 DE9616  NAVD 88 (01/23/03)  306.64   (m)         1006.0    (f) LEVELING    3  
 DE9616
 DE9616.Superseded values are not recommended for survey control.
 DE9616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9616.See file dsdata.txt to determine how the superseded data were derived.
 DE9616
 DE9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2319979180(NAD 83)
 DE9616
 DE9616_MARKER: DB = BENCH MARK DISK
 DE9616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9616_STAMPING: 0704 J 1949
 DE9616_MARK LOGO: MNDT  
 DE9616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9616+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9616
 DE9616  HISTORY     - Date     Condition        Report By
 DE9616  HISTORY     - 1948     MONUMENTED       MNDT
 DE9616  HISTORY     - 19991013 GOOD             MNDT
 DE9616
 DE9616                          STATION DESCRIPTION
 DE9616
 DE9616'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9616'THE MARK WAS RECOVERED 3.8 MI (6.1 KM) NORTH OF JCT CO RD 10 AND TH 22
 DE9616'IN BEAUFORD, 70.2 FT (21.4 M) WEST OF TH 22 AT MP 44.6, 5.4 FT (1.6 M)
 DE9616'EAST OF FENCE, 64.4 FT (19.6 M) NORTH OF NORTH ENTRANCE OF CEMETERY,
 DE9616'0.4 FT (12.2 CM) EAST OF WIT POST, RECESSED 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9615 ***********************************************************************
 DE9615  DESIGNATION -  0704 K
 DE9615  PID         -  DE9615
 DE9615  STATE/COUNTY-  MN/BLUE EARTH
 DE9615  COUNTRY     -  US
 DE9615  USGS QUAD   -  BEAUFORD (1974)
 DE9615
 DE9615                         *CURRENT SURVEY CONTROL
 DE9615  ______________________________________________________________________
 DE9615* NAD 83(2007) POSITION- 44 04 38.89617(N) 093 57 18.46157(W)   ADJUSTED  
 DE9615* NAD 83(2007) ELLIP HT-   276.375 (meters)        (02/10/07)   ADJUSTED
 DE9615* NAD 83(2007) EPOCH   -  2002.00
 DE9615* NAVD 88 ORTHO HEIGHT -   304.828  (meters)    1000.09  (feet) ADJUSTED  
 DE9615  ______________________________________________________________________
 DE9615  NAD 83(2007) X  -   -316,574.858 (meters)                     COMP
 DE9615  NAD 83(2007) Y  - -4,578,760.139 (meters)                     COMP
 DE9615  NAD 83(2007) Z  -  4,414,471.938 (meters)                     COMP
 DE9615  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC09
 DE9615  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DE9615  DYNAMIC HEIGHT  -        304.777 (meters)      999.92  (feet) COMP
 DE9615  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DE9615
 DE9615  VERT ORDER      -  SECOND    CLASS I
 DE9615
 DE9615  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9615  Type                                         Horiz  Ellip  Dist(km)
 DE9615  -------------------------------------------------------------------
 DE9615  NETWORK                                       0.52   0.57
 DE9615  -------------------------------------------------------------------
 DE9615  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.39      1.36
 DE9615  -------------------------------------------------------------------
 DE9615  NOTE: Click here for information on individual local accuracy
 DE9615  values and other accuracy information.
 DE9615
 DE9615
 DE9615.The horizontal coordinates were established by GPS observations
 DE9615.and adjusted by the National Geodetic Survey in February 2007.
 DE9615
 DE9615.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9615.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9615
 DE9615.The horizontal coordinates are valid at the epoch date displayed above
 DE9615.which is a decimal equivalence of Year/Month/Day.
 DE9615
 DE9615.The orthometric height was determined by differential leveling and
 DE9615.adjusted in August 2004.
 DE9615
 DE9615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9615
 DE9615.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9615
 DE9615.The ellipsoidal height was determined by GPS observations
 DE9615.and is referenced to NAD 83.
 DE9615
 DE9615.The dynamic height is computed by dividing the NAVD 88
 DE9615.geopotential number by the normal gravity value computed on the
 DE9615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9615.degrees latitude (g = 980.6199 gals.).
 DE9615
 DE9615.The modeled gravity was interpolated from observed gravity values.
 DE9615
 DE9615. The following values were computed from the NAD 83(2007) position.
 DE9615
 DE9615;                    North         East     Units Scale Factor Converg.
 DE9615;SPC MN S     -   219,720.672   803,594.126   MT  0.99994926   +0 01 53.2
 DE9615;SPC MN S     -   720,866.90  2,636,458.40   sFT  0.99994926   +0 01 53.2
 DE9615;UTM  15      - 4,880,920.894   423,523.036   MT  0.99967193   -0 39 52.0
 DE9615
 DE9615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9615!SPC MN S     -   0.99995667  x   0.99994926  =   0.99990593
 DE9615!UTM  15      -   0.99995667  x   0.99967193  =   0.99962861
 DE9615
 DE9615:                Primary Azimuth Mark                     Grid Az
 DE9615:SPC MN S     -  0704 L                                   011 48 25.5
 DE9615:UTM  15      -  0704 L                                   012 30 10.7
 DE9615
 DE9615|---------------------------------------------------------------------|
 DE9615| PID    Reference Object                     Distance      Geod. Az  |
 DE9615|                                                           dddmmss.s |
 DE9615| DE9614 0704 L                              APPROX. 0.9 KM 0115018.7 |
 DE9615| DE9616 0704 J                              APPROX. 1.8 KM 1895210.7 |
 DE9615|---------------------------------------------------------------------|
 DE9615
 DE9615                          SUPERSEDED SURVEY CONTROL
 DE9615
 DE9615  NAD 83(1996)-  44 04 38.89535(N)    093 57 18.46068(W) AD(       ) 1
 DE9615  ELLIP H (01/23/03)  276.428  (m)                       GP(       ) 3 2
 DE9615  NAVD 88 (01/23/03)  304.83   (m)         1000.1    (f) LEVELING    3  
 DE9615
 DE9615.Superseded values are not recommended for survey control.
 DE9615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9615.See file dsdata.txt to determine how the superseded data were derived.
 DE9615
 DE9615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2352380920(NAD 83)
 DE9615
 DE9615_MARKER: DB = BENCH MARK DISK
 DE9615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9615_STAMPING: 0704 K 1949
 DE9615_MARK LOGO: MNDT  
 DE9615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9615+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9615
 DE9615  HISTORY     - Date     Condition        Report By
 DE9615  HISTORY     - 1948     MONUMENTED       MNDT
 DE9615  HISTORY     - 19991013 GOOD             MNDT
 DE9615
 DE9615                          STATION DESCRIPTION
 DE9615
 DE9615'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9615'THE MARK WAS RECOVERED 5 MI (8.0 KM) NORTH OF BEAUFORD, 4.9 MI (7.9
 DE9615'KM) NORTH OF CO RD 10, 4.85 MI (7.81 KM) SOUTH ON TH 22 FROM JCT TH 83
 DE9615'IN SE MANKATO, 74 FT (22.6 M) EAST OF TH 22 AT MP 45.7, 0.5 FT (15.2
 DE9615'CM) WNW OF WIT POST, RECESSED 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9614 ***********************************************************************
 DE9614  DESIGNATION -  0704 L
 DE9614  PID         -  DE9614
 DE9614  STATE/COUNTY-  MN/BLUE EARTH
 DE9614  COUNTRY     -  US
 DE9614  USGS QUAD   -  BEAUFORD (1974)
 DE9614
 DE9614                         *CURRENT SURVEY CONTROL
 DE9614  ______________________________________________________________________
 DE9614* NAD 83(2007) POSITION- 44 05 06.65866(N) 093 57 10.38810(W)   ADJUSTED  
 DE9614* NAD 83(2007) ELLIP HT-   252.410 (meters)        (02/10/07)   ADJUSTED
 DE9614* NAD 83(2007) EPOCH   -  2002.00
 DE9614* NAVD 88 ORTHO HEIGHT -   280.851  (meters)     921.43  (feet) ADJUSTED  
 DE9614  ______________________________________________________________________
 DE9614  NAD 83(2007) X  -   -316,353.357 (meters)                     COMP
 DE9614  NAD 83(2007) Y  - -4,578,160.627 (meters)                     COMP
 DE9614  NAD 83(2007) Z  -  4,415,070.839 (meters)                     COMP
 DE9614  LAPLACE CORR    -         -5.62  (seconds)                    DEFLEC09
 DE9614  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DE9614  DYNAMIC HEIGHT  -        280.803 (meters)      921.27  (feet) COMP
 DE9614  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DE9614
 DE9614  VERT ORDER      -  SECOND    CLASS I
 DE9614
 DE9614  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9614  Type                                         Horiz  Ellip  Dist(km)
 DE9614  -------------------------------------------------------------------
 DE9614  NETWORK                                       0.68   0.67
 DE9614  -------------------------------------------------------------------
 DE9614  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.59      2.72
 DE9614  -------------------------------------------------------------------
 DE9614  NOTE: Click here for information on individual local accuracy
 DE9614  values and other accuracy information.
 DE9614
 DE9614
 DE9614.The horizontal coordinates were established by GPS observations
 DE9614.and adjusted by the National Geodetic Survey in February 2007.
 DE9614
 DE9614.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9614.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9614
 DE9614.The horizontal coordinates are valid at the epoch date displayed above
 DE9614.which is a decimal equivalence of Year/Month/Day.
 DE9614
 DE9614.The orthometric height was determined by differential leveling and
 DE9614.adjusted in August 2004.
 DE9614
 DE9614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9614
 DE9614.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9614
 DE9614.The ellipsoidal height was determined by GPS observations
 DE9614.and is referenced to NAD 83.
 DE9614
 DE9614.The dynamic height is computed by dividing the NAVD 88
 DE9614.geopotential number by the normal gravity value computed on the
 DE9614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9614.degrees latitude (g = 980.6199 gals.).
 DE9614
 DE9614.The modeled gravity was interpolated from observed gravity values.
 DE9614
 DE9614. The following values were computed from the NAD 83(2007) position.
 DE9614
 DE9614;                    North         East     Units Scale Factor Converg.
 DE9614;SPC MN S     -   220,577.617   803,773.262   MT  0.99994828   +0 01 58.9
 DE9614;SPC MN S     -   723,678.40  2,637,046.11   sFT  0.99994828   +0 01 58.9
 DE9614;UTM  15      - 4,881,775.363   423,712.515   MT  0.99967158   -0 39 46.7
 DE9614
 DE9614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9614!SPC MN S     -   0.99996042  x   0.99994828  =   0.99990870
 DE9614!UTM  15      -   0.99996042  x   0.99967158  =   0.99963202
 DE9614
 DE9614:                Primary Azimuth Mark                     Grid Az
 DE9614:SPC MN S     -  0704 K                                   191 48 25.5
 DE9614:UTM  15      -  0704 K                                   192 30 11.1
 DE9614
 DE9614|---------------------------------------------------------------------|
 DE9614| PID    Reference Object                     Distance      Geod. Az  |
 DE9614|                                                           dddmmss.s |
 DE9614| DE9615 0704 K                              APPROX. 0.9 KM 1915024.4 |
 DE9614|---------------------------------------------------------------------|
 DE9614
 DE9614                          SUPERSEDED SURVEY CONTROL
 DE9614
 DE9614  NAD 83(1996)-  44 05 06.65794(N)    093 57 10.38722(W) AD(       ) 1
 DE9614  ELLIP H (01/23/03)  252.465  (m)                       GP(       ) 3 2
 DE9614  NAVD 88 (01/23/03)  280.85   (m)          921.4    (f) LEVELING    3  
 DE9614
 DE9614.Superseded values are not recommended for survey control.
 DE9614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9614.See file dsdata.txt to determine how the superseded data were derived.
 DE9614
 DE9614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2371281775(NAD 83)
 DE9614
 DE9614_MARKER: DB = BENCH MARK DISK
 DE9614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9614_STAMPING: 0704 L 1949
 DE9614_MARK LOGO: MNDT  
 DE9614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9614+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9614
 DE9614  HISTORY     - Date     Condition        Report By
 DE9614  HISTORY     - 1948     MONUMENTED       MNDT
 DE9614  HISTORY     - 19991013 GOOD             MNDT
 DE9614
 DE9614                          STATION DESCRIPTION
 DE9614
 DE9614'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9614'THE MARK WAS RECOVERED 4.75 MI (7.64 KM) SOUTH OF MANKATO, 4.4 MI (7.1
 DE9614'KM) SOUTH OF JCT OF TH 22 AND TH 83, 74 FT (22.6 M) WEST OF TH 22, AT
 DE9614'TH 22 MP 46.2, 77.6 FT (23.7 M) NORTH OF ENT, 37.7 FT (11.5 M) NE OF
 DE9614'NE CORNER OF HOUSE, 84.5 FT (25.8 M) SOUTH OF CABLE PEDESTAL NUMBER
 DE9614'280982, 0.6 FT (18.3 CM) NE OF WIT POST, RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8260 ***********************************************************************
 DF8260  DESIGNATION -  0704 N 1
 DF8260  PID         -  DF8260
 DF8260  STATE/COUNTY-  MN/BLUE EARTH
 DF8260  COUNTRY     -  US
 DF8260  USGS QUAD   -  BEAUFORD (1974)
 DF8260
 DF8260                         *CURRENT SURVEY CONTROL
 DF8260  ______________________________________________________________________
 DF8260* NAD 83(1986) POSITION- 44 06 06.     (N) 093 57 30.     (W)   SCALED    
 DF8260* NAVD 88 ORTHO HEIGHT -   300.917  (meters)     987.26  (feet) ADJUSTED  
 DF8260  ______________________________________________________________________
 DF8260  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DF8260  DYNAMIC HEIGHT  -        300.866 (meters)      987.09  (feet) COMP
 DF8260  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 DF8260
 DF8260  VERT ORDER      -  SECOND    CLASS I
 DF8260
 DF8260.The horizontal coordinates were scaled from a topographic map and have
 DF8260.an estimated accuracy of +/- 6 seconds.
 DF8260.
 DF8260.The orthometric height was determined by differential leveling and
 DF8260.adjusted in August 2004.
 DF8260
 DF8260.The dynamic height is computed by dividing the NAVD 88
 DF8260.geopotential number by the normal gravity value computed on the
 DF8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8260.degrees latitude (g = 980.6199 gals.).
 DF8260
 DF8260.The modeled gravity was interpolated from observed gravity values.
 DF8260
 DF8260;                    North         East    Units  Estimated Accuracy
 DF8260;SPC MN S     -   222,410.      803,340.      MT  (+/- 180 meters Scaled)
 DF8260
 DF8260                          SUPERSEDED SURVEY CONTROL
 DF8260
 DF8260.No superseded survey control is available for this station.
 DF8260
 DF8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ232836(NAD 83)
 DF8260
 DF8260_MARKER: DV = VERTICAL CONTROL DISK
 DF8260_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF8260_STAMPING: 0704 N 1 1976
 DF8260_MARK LOGO: MNDT  
 DF8260_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8260+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DF8260
 DF8260  HISTORY     - Date     Condition        Report By
 DF8260  HISTORY     - 1976     MONUMENTED       MNDT
 DF8260  HISTORY     - 19991013 GOOD             MNDT
 DF8260
 DF8260                          STATION DESCRIPTION
 DF8260
 DF8260'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8260'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8260'THE MARK IS LOCATED 3.5 MI (5.6 KM) SOUTH OF MANKATO, 3.4 MI (5.5 KM)
 DF8260'SOUTH OF JCT OF TH 22 AND TH 83, 75 FT (22.9 M) WEST OF TH 22, AT TH
 DF8260'22 MP 47.3, 54.6 FT (16.6 M) ESE OF SE COR OF HOUSE, 126 FT (38.4 M)
 DF8260'SOUTH OF DRIVEWAY, 0.5 FT (15.2 CM) EAST OF WIT POST.
 DF8260'NOTE - ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9613 ***********************************************************************
 DE9613  DESIGNATION -  0704 O
 DE9613  PID         -  DE9613
 DE9613  STATE/COUNTY-  MN/BLUE EARTH
 DE9613  COUNTRY     -  US
 DE9613  USGS QUAD   -  BEAUFORD (1974)
 DE9613
 DE9613                         *CURRENT SURVEY CONTROL
 DE9613  ______________________________________________________________________
 DE9613* NAD 83(2007) POSITION- 44 06 53.68187(N) 093 57 31.10979(W)   ADJUSTED  
 DE9613* NAD 83(2007) ELLIP HT-   277.770 (meters)        (02/10/07)   ADJUSTED
 DE9613* NAD 83(2007) EPOCH   -  2002.00
 DE9613* NAVD 88 ORTHO HEIGHT -   306.173  (meters)    1004.50  (feet) ADJUSTED  
 DE9613  ______________________________________________________________________
 DE9613  NAD 83(2007) X  -   -316,655.834 (meters)                     COMP
 DE9613  NAD 83(2007) Y  - -4,575,853.585 (meters)                     COMP
 DE9613  NAD 83(2007) Z  -  4,417,460.755 (meters)                     COMP
 DE9613  LAPLACE CORR    -         -5.52  (seconds)                    DEFLEC09
 DE9613  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DE9613  DYNAMIC HEIGHT  -        306.123 (meters)     1004.34  (feet) COMP
 DE9613  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 DE9613
 DE9613  VERT ORDER      -  SECOND    CLASS I
 DE9613
 DE9613  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9613  Type                                         Horiz  Ellip  Dist(km)
 DE9613  -------------------------------------------------------------------
 DE9613  NETWORK                                       0.57   0.65
 DE9613  -------------------------------------------------------------------
 DE9613  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.55      3.68
 DE9613  -------------------------------------------------------------------
 DE9613  NOTE: Click here for information on individual local accuracy
 DE9613  values and other accuracy information.
 DE9613
 DE9613
 DE9613.The horizontal coordinates were established by GPS observations
 DE9613.and adjusted by the National Geodetic Survey in February 2007.
 DE9613
 DE9613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9613.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9613
 DE9613.The horizontal coordinates are valid at the epoch date displayed above
 DE9613.which is a decimal equivalence of Year/Month/Day.
 DE9613
 DE9613.The orthometric height was determined by differential leveling and
 DE9613.adjusted in August 2004.
 DE9613
 DE9613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9613
 DE9613.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9613
 DE9613.The ellipsoidal height was determined by GPS observations
 DE9613.and is referenced to NAD 83.
 DE9613
 DE9613.The dynamic height is computed by dividing the NAVD 88
 DE9613.geopotential number by the normal gravity value computed on the
 DE9613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9613.degrees latitude (g = 980.6199 gals.).
 DE9613
 DE9613.The modeled gravity was interpolated from observed gravity values.
 DE9613
 DE9613. The following values were computed from the NAD 83(2007) position.
 DE9613
 DE9613;                    North         East     Units Scale Factor Converg.
 DE9613;SPC MN S     -   223,880.467   803,310.607   MT  0.99994467   +0 01 44.4
 DE9613;SPC MN S     -   734,514.50  2,635,528.22   sFT  0.99994467   +0 01 44.4
 DE9613;UTM  15      - 4,885,082.683   423,290.140   MT  0.99967237   -0 40 02.4
 DE9613
 DE9613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9613!SPC MN S     -   0.99995645  x   0.99994467  =   0.99990112
 DE9613!UTM  15      -   0.99995645  x   0.99967237  =   0.99962883
 DE9613
 DE9613:                Primary Azimuth Mark                     Grid Az
 DE9613:SPC MN S     -  HOLLOW                                   184 26 45.8
 DE9613:UTM  15      -  HOLLOW                                   185 08 32.6
 DE9613
 DE9613|---------------------------------------------------------------------|
 DE9613| PID    Reference Object                     Distance      Geod. Az  |
 DE9613|                                                           dddmmss.s |
 DE9613| DE9638 HOLLOW                              APPROX. 0.6 KM 1842830.2 |
 DE9613|---------------------------------------------------------------------|
 DE9613
 DE9613                          SUPERSEDED SURVEY CONTROL
 DE9613
 DE9613  NAD 83(1996)-  44 06 53.68112(N)    093 57 31.10880(W) AD(       ) 1
 DE9613  ELLIP H (01/23/03)  277.838  (m)                       GP(       ) 3 2
 DE9613  NAVD 88 (01/23/03)  306.17   (m)         1004.5    (f) LEVELING    3  
 DE9613
 DE9613.Superseded values are not recommended for survey control.
 DE9613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9613.See file dsdata.txt to determine how the superseded data were derived.
 DE9613
 DE9613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2329085082(NAD 83)
 DE9613
 DE9613_MARKER: DB = BENCH MARK DISK
 DE9613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9613_STAMPING: 0704 O 1949
 DE9613_MARK LOGO: MNDT  
 DE9613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9613+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DE9613
 DE9613  HISTORY     - Date     Condition        Report By
 DE9613  HISTORY     - 1948     MONUMENTED       MNDT
 DE9613  HISTORY     - 19991013 GOOD             MNDT
 DE9613
 DE9613                          STATION DESCRIPTION
 DE9613
 DE9613'DESCRIBED BY MN DEPT OF TRANSP 1999 (DJS)
 DE9613'THE MARK WAS RECOVERED 2.5 MI (4.0 KM) SOUTH OF MANKATO, 2.15 MI (3.46
 DE9613'KM) SOUTH OF JCT OF TH 22 AND TH 83, 77 FT (23.5 M) EAST OF TH 22, AT
 DE9613'TH 22 MP 48.4, NEAR CENTER OF SEC 33, 59.6 FT (18.2 M) NNE OF T-POLE,
 DE9613'0.9 FT (27.4 CM) SOUTH OF WIT POST, RECESSED 0.25 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8258 ***********************************************************************
 DF8258  DESIGNATION -  0704 P
 DF8258  PID         -  DF8258
 DF8258  STATE/COUNTY-  MN/BLUE EARTH
 DF8258  COUNTRY     -  US
 DF8258  USGS QUAD   -  MANKATO EAST (1993)
 DF8258
 DF8258                         *CURRENT SURVEY CONTROL
 DF8258  ______________________________________________________________________
 DF8258* NAD 83(1986) POSITION- 44 07 42.     (N) 093 57 30.     (W)   SCALED    
 DF8258* NAVD 88 ORTHO HEIGHT -   299.267  (meters)     981.85  (feet) ADJUSTED  
 DF8258  ______________________________________________________________________
 DF8258  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DF8258  DYNAMIC HEIGHT  -        299.218 (meters)      981.68  (feet) COMP
 DF8258  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 DF8258
 DF8258  VERT ORDER      -  SECOND    CLASS I
 DF8258
 DF8258.The horizontal coordinates were scaled from a topographic map and have
 DF8258.an estimated accuracy of +/- 6 seconds.
 DF8258.
 DF8258.The orthometric height was determined by differential leveling and
 DF8258.adjusted in August 2004.
 DF8258
 DF8258.The dynamic height is computed by dividing the NAVD 88
 DF8258.geopotential number by the normal gravity value computed on the
 DF8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8258.degrees latitude (g = 980.6199 gals.).
 DF8258
 DF8258.The modeled gravity was interpolated from observed gravity values.
 DF8258
 DF8258;                    North         East    Units  Estimated Accuracy
 DF8258;SPC MN S     -   225,370.      803,340.      MT  (+/- 180 meters Scaled)
 DF8258
 DF8258                          SUPERSEDED SURVEY CONTROL
 DF8258
 DF8258.No superseded survey control is available for this station.
 DF8258
 DF8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ233865(NAD 83)
 DF8258
 DF8258_MARKER: DB = BENCH MARK DISK
 DF8258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8258_STAMPING: 0704 P 1949
 DF8258_MARK LOGO: MNDT  
 DF8258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8258+STABILITY: SURFACE MOTION
 DF8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8258+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1999
 DF8258
 DF8258  HISTORY     - Date     Condition        Report By
 DF8258  HISTORY     - 1948     MONUMENTED       MNDT
 DF8258  HISTORY     - 19991013 GOOD             MNDT
 DF8258
 DF8258                          STATION DESCRIPTION
 DF8258
 DF8258'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8258'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8258'THE MARK IS LOCATED 1.5 MI (2.4 KM) SOUTH OF MANKATO, 1.5 MI (2.4 KM)
 DF8258'SOUTH OF JCT OF TH 22 AND TH 83, 80 FT (24.4 M) EAST OF TH 22, AT TH
 DF8258'22 MP 49.2, 0.2 FT (6.1 CM) NW OF WIT POST.  DISK SET IN CONCRETE WHEN
 DF8258'POURED IN 1948 THEN STAMPED IN 1949.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2060 ***********************************************************************
 PP2060  DESIGNATION -  0704 Q 1
 PP2060  PID         -  PP2060
 PP2060  STATE/COUNTY-  MN/BLUE EARTH
 PP2060  COUNTRY     -  US
 PP2060  USGS QUAD   -  MANKATO EAST (1993)
 PP2060
 PP2060                         *CURRENT SURVEY CONTROL
 PP2060  ______________________________________________________________________
 PP2060* NAD 83(1986) POSITION- 44 08 31.8    (N) 093 57 33.1    (W)   HD_HELD2  
 PP2060* NAVD 88 ORTHO HEIGHT -   306.200  (meters)    1004.59  (feet) ADJUSTED  
 PP2060  ______________________________________________________________________
 PP2060  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 PP2060  DYNAMIC HEIGHT  -        306.151 (meters)     1004.43  (feet) COMP
 PP2060  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 PP2060
 PP2060  VERT ORDER      -  SECOND    CLASS I
 PP2060
 PP2060.The horizontal coordinates were established by autonomous hand held GPS
 PP2060.observations and have an estimated accuracy of +/- 10 meters.
 PP2060.
 PP2060.The orthometric height was determined by differential leveling and
 PP2060.adjusted in June 1991.
 PP2060
 PP2060.Photographs are available for this station.
 PP2060
 PP2060.The dynamic height is computed by dividing the NAVD 88
 PP2060.geopotential number by the normal gravity value computed on the
 PP2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2060.degrees latitude (g = 980.6199 gals.).
 PP2060
 PP2060.The modeled gravity was interpolated from observed gravity values.
 PP2060
 PP2060;                    North         East    Units  Estimated Accuracy
 PP2060;SPC MN S     -   226,909.      803,265.      MT  (+/- 10 meters HH2 GPS)
 PP2060
 PP2060                          SUPERSEDED SURVEY CONTROL
 PP2060
 PP2060  NGVD 29 (??/??/92)  306.166  (m)         1004.48   (f) ADJ UNCH    2 1
 PP2060
 PP2060.Superseded values are not recommended for survey control.
 PP2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2060.See file dsdata.txt to determine how the superseded data were derived.
 PP2060
 PP2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2328188110(NAD 83)
 PP2060
 PP2060_MARKER: DV = VERTICAL CONTROL DISK
 PP2060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2060_SP_SET: COPPER-CLAD STEEL ROD
 PP2060_STAMPING: 0704 Q 1 1976
 PP2060_MARK LOGO: MNDT  
 PP2060_PROJECTION: RECESSED 3 CENTIMETERS
 PP2060_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2060+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 PP2060_ROD/PIPE-DEPTH: 9.75 meters
 PP2060
 PP2060  HISTORY     - Date     Condition        Report By
 PP2060  HISTORY     - 1976     MONUMENTED       MNDT
 PP2060  HISTORY     - 1979     GOOD             MNDT
 PP2060  HISTORY     - 19991013 GOOD             MNDT
 PP2060  HISTORY     - 20040623 GOOD             MNDT
 PP2060
 PP2060                          STATION DESCRIPTION
 PP2060
 PP2060'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2060'1.95 MI SOUTH FROM MANKATO.
 PP2060'THE MARK IS LOCATED 1.95 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM THE
 PP2060'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 60 ON THE EAST SIDE OF
 PP2060'MANKATO, AT TRUNK HIGHWAY 22 MILEPOINT 50.4. IT IS 71.0 FT. EAST OF
 PP2060'AND 7 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 22, 177 FT. NORTH
 PP2060'OF A T ROAD EAST THAT TURNS NORTH, AND 14.6 FT. SOUTH SOUTHEAST OF A
 PP2060'SIX INCH BOX ELDER TREE. IT IS 0.7 FT. WEST OF A STEEL WITNESS POST.
 PP2060
 PP2060                          STATION RECOVERY (1999)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DJS)
 PP2060'THE MARK WAS RECOVERED ON EAST SIDE OF MANKATO.  0.30 MI (0.48 KM)
 PP2060'NORTH ALONG CO RD 82 FROM THE JCT OF TH 22, 71 FT (21.6 M) EAST OF CO
 PP2060'RD 82, 177 FT (53.9 M) NORTH OF T-RD EAST THAT TURNS NORTH, 14.6 FT
 PP2060'(4.5 M) SSE OF 14 INCH BOXELDER TREE, 0.7 FT (21.3 CM) WEST OF WIT
 PP2060'POST, FLUSH, MAGNETIC.
 PP2060
 PP2060                          STATION RECOVERY (2004)
 PP2060
 PP2060'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PP2060'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF
 PP2060'MADISON LAKE, 6.5 MI (10.5 KM) NORTHWEST OF SAINT CLAIR AND 2.5 MI
 PP2060'(4.0 KM) SOUTHEAST OF MANKATO.
 PP2060' 
 PP2060'TO REACH THE MARK GO 1.95 MI (3.1 KM) SOUTH FROM MANKATO, 1.95 MI (3.1
 PP2060'KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 14
 PP2060'AND TRUNK HIGHWAY 60 ON THE EAST SIDE OF MANKATO, AT TRUNK HIGHWAY 22
 PP2060'MILE POINT 50.4, 0.30 MI (0.5 KM) NORTH ALONG COUNTY ROAD 82 FROM THE
 PP2060'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 82, 71 FT (21.6 M) EAST
 PP2060'OF COUNTY ROAD 82, 177 FT (53.9 M) NORTH OF FOLEY ROAD, 14.6 FT (4.5
 PP2060'M) SOUTH-SOUTHEAST OF 14 INCH (36 CM) BOX ELDER TREE, 0.7 FT (21 CM)
 PP2060'WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3696 ***********************************************************************
 DM3696  DESIGNATION -  0704 Q 2
 DM3696  PID         -  DM3696
 DM3696  STATE/COUNTY-  MN/BLUE EARTH
 DM3696  COUNTRY     -  US
 DM3696  USGS QUAD   -  MANKATO EAST (1993)
 DM3696
 DM3696                         *CURRENT SURVEY CONTROL
 DM3696  ______________________________________________________________________
 DM3696* NAD 83(1986) POSITION- 44 09 18.     (N) 093 58 15.     (W)   SCALED    
 DM3696* NAVD 88 ORTHO HEIGHT -   302.987  (meters)     994.05  (feet) ADJUSTED  
 DM3696  ______________________________________________________________________
 DM3696  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 DM3696  DYNAMIC HEIGHT  -        302.940 (meters)      993.90  (feet) COMP
 DM3696  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 DM3696
 DM3696  VERT ORDER      -  SECOND    CLASS I
 DM3696
 DM3696.The horizontal coordinates were scaled from a topographic map and have
 DM3696.an estimated accuracy of +/- 6 seconds.
 DM3696.
 DM3696.The orthometric height was determined by differential leveling and
 DM3696.adjusted in October 2010.
 DM3696
 DM3696.No vertical observational check was made to the station.
 DM3696
 DM3696.The dynamic height is computed by dividing the NAVD 88
 DM3696.geopotential number by the normal gravity value computed on the
 DM3696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3696.degrees latitude (g = 980.6199 gals.).
 DM3696
 DM3696.The modeled gravity was interpolated from observed gravity values.
 DM3696
 DM3696;                    North         East    Units  Estimated Accuracy
 DM3696;SPC MN S     -   228,330.      802,330.      MT  (+/- 180 meters Scaled)
 DM3696
 DM3696                          SUPERSEDED SURVEY CONTROL
 DM3696
 DM3696.No superseded survey control is available for this station.
 DM3696
 DM3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ223895(NAD 83)
 DM3696
 DM3696_MARKER: DD = SURVEY DISK
 DM3696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3696_STAMPING: 0704 Q 2 2004
 DM3696_MARK LOGO: MNDT  
 DM3696_PROJECTION: RECESSED 8 CENTIMETERS
 DM3696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3696+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3696_ROD/PIPE-DEPTH:  7.6 meters
 DM3696
 DM3696  HISTORY     - Date     Condition        Report By
 DM3696  HISTORY     - 2004     MONUMENTED       MNDT
 DM3696
 DM3696                          STATION DESCRIPTION
 DM3696
 DM3696'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3696'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-SOUTHWEST OF
 DM3696'MADISON LAKE, 7.6 MI (12.2 KM) NORTHWEST OF SAINT CLAIR AND 1.5 MI
 DM3696'(2.4 KM) EAST-SOUTHEAST OF MANKATO.
 DM3696' 
 DM3696'TO REACH THE MARK IN MANKATO, GO 0.55 MI (0.9 KM) NORTHWEST ALONG
 DM3696'TRUNK HIGHWAY 83 FROM THE JUNCTION TRUNK HIGHWAY 83 AND TRUNK HIGHWAY
 DM3696'22 IN THE SOUTHEAST PART OF MANKATO, THENCE 0.5 MI (0.8 KM) NORTHWEST
 DM3696'ON COUNTY ROAD 82 (VICTORY DRIVE), AT MNDOT DISTRICT HEADQUARTERS
 DM3696'BUILDING.  THE MARK IS ON THE NORTH SIDE OF THE BUILDING BY THE EAST
 DM3696'SIDE OF THE WOODEN-SIDED ADDITION IN THE GRASS BETWEEN WOOD ADDITION
 DM3696'AND MAIN BUILDING.
 DM3696' 
 DM3696'IT IS 22.5 FT (6.9 M) SOUTH OF BUILDING.  15.9 FT (4.8 M) NORTH OF
 DM3696'MAIN DEPARTMENT BUILDING, 16.9 FT (5.2 M) WEST OF SIDEWALK, 9.3 FT
 DM3696'(2.8 M) EAST OF BUILDING CROSS-OVER, 10.7 FT (3.3 M) SOUTHEAST OF A
 DM3696'WITNESS SIGN ON BUILDING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2057 ***********************************************************************
 PP2057  DESIGNATION -  0704 S
 PP2057  PID         -  PP2057
 PP2057  STATE/COUNTY-  MN/BLUE EARTH
 PP2057  COUNTRY     -  US
 PP2057  USGS QUAD   -  MANKATO EAST (1993)
 PP2057
 PP2057                         *CURRENT SURVEY CONTROL
 PP2057  ______________________________________________________________________
 PP2057* NAD 83(1986) POSITION- 44 10 00.     (N) 093 58 20.     (W)   SCALED    
 PP2057* NAVD 88 ORTHO HEIGHT -   306.759  (meters)    1006.43  (feet) ADJUSTED  
 PP2057  ______________________________________________________________________
 PP2057  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 PP2057  DYNAMIC HEIGHT  -        306.712 (meters)     1006.27  (feet) COMP
 PP2057  MODELED GRAVITY -    980,457.0   (mgal)                       NAVD 88
 PP2057
 PP2057  VERT ORDER      -  SECOND    CLASS I
 PP2057
 PP2057.The horizontal coordinates were scaled from a topographic map and have
 PP2057.an estimated accuracy of +/- 6 seconds.
 PP2057.
 PP2057.The orthometric height was determined by differential leveling and
 PP2057.adjusted in June 1991.
 PP2057
 PP2057.The dynamic height is computed by dividing the NAVD 88
 PP2057.geopotential number by the normal gravity value computed on the
 PP2057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2057.degrees latitude (g = 980.6199 gals.).
 PP2057
 PP2057.The modeled gravity was interpolated from observed gravity values.
 PP2057
 PP2057;                    North         East    Units  Estimated Accuracy
 PP2057;SPC MN S     -   229,630.      802,220.      MT  (+/- 180 meters Scaled)
 PP2057
 PP2057                          SUPERSEDED SURVEY CONTROL
 PP2057
 PP2057  NGVD 29 (??/??/92)  306.726  (m)         1006.32   (f) ADJ UNCH    2 1
 PP2057
 PP2057.Superseded values are not recommended for survey control.
 PP2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2057.See file dsdata.txt to determine how the superseded data were derived.
 PP2057
 PP2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ222908(NAD 83)
 PP2057
 PP2057_MARKER: DB = BENCH MARK DISK
 PP2057_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2057_SP_SET: COPPER-CLAD STEEL ROD
 PP2057_STAMPING: 0704 S 1976
 PP2057_MARK LOGO: MNDT  
 PP2057_PROJECTION: FLUSH
 PP2057_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2057_ROD/PIPE-DEPTH: 9.75 meters
 PP2057
 PP2057  HISTORY     - Date     Condition        Report By
 PP2057  HISTORY     - 1976     MONUMENTED       MNDT
 PP2057  HISTORY     - 1979     GOOD             MNDT
 PP2057  HISTORY     - 1981     GOOD             MNDT
 PP2057  HISTORY     - 19810615 GOOD             MNDT
 PP2057
 PP2057                          STATION DESCRIPTION
 PP2057
 PP2057'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2057'IN MANKATO.
 PP2057'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 PP2057'HIGHWAY 14 AND TRUNK HIGHWAY 60 ON THE EAST SIDE OF MANKATO. IT IS
 PP2057'31.5 FT. EAST OF AND 2 FT. LOWER THAN THE CENTERLINE OF SOUTHBOUND
 PP2057'TRUNK HIGHWAY 22, 57 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14
 PP2057'AND TRUNK HIGHWAY 60 EASTBOUND LANE, 27.4 FT. SOUTH OF A SIGNAL LIGHT,
 PP2057'AND 13.7 FT. SOUTH SOUTHWEST OF A POWER POLE. IT IS A STANDARD MNHD
 PP2057'VERTICAL CONTROL MARK DISK SOLDERED TO THE TOP OF A FIVE EIGHTH INCH
 PP2057'DIAMETER BY 32 FT. LONG COPPER COATED STEEL ROD MAGNETIC DRIVEN INTO
 PP2057'THE GROUND. IT IS 0.6 FT. SOUTH OF A STEEL WITNESS POTS.
 PP2057
 PP2057                          STATION RECOVERY (1981)
 PP2057
 PP2057'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 PP2057'THE MARK IS LOCATED AT THE EAST JUNCTION OF TRUNK HIGHWAY 22 (VICTORY
 PP2057'DRIVE) AND TRUNK HIGHWAY 60 (MADISON AVENUE) IN MANKATO, 32 FEET EAST
 PP2057'OF AND 2 FEET LOWER THAN THE CENTERLINE OF THE SOUTHBOUND LANE OF
 PP2057'TRUNK HIGHWAY 22, IN THE MEDIAN OF TRUNK HIGHWAY 22, 57 FEET SOUTH OF
 PP2057'THE CENTERLINE OF TRUNK HIGHWAY 60, 27 FEET SOUTH OF A SIGNAL LIGHT,
 PP2057'13.7 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 0.5 FOOT SOUTH OF A
 PP2057'STEEL WITNESS POST, THE MARK, A STANDARD MNDT, VERTICAL CONTROL
 PP2057'MONUMENT DISK STAMPED---0704 S 1976---, IS SOLDERED TO THE TOP OF A
 PP2057'5/8 INCH DIAMETER BY 32 FOOT LONG DRIVEN COPPER COATED STEEL ROD. THE
 PP2057'MARK IS AT TRUNK HIGHWAY 22 MILEPOINT 52.2 AND TRUNK HIGHWAY 60
 PP2057'MILEPOINT 108.2, AND IT IS DESCRIBED IN HGZ LINE 24529, AND IS IN THE
 PP2057'NORTHEAST QUARTER OF SECTION 17, T 108 N, R 26 W.
 PP2057
 PP2057                          STATION RECOVERY (1981)
 PP2057
 PP2057'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (OCO)
 PP2057'THE MARK AS DESCRIBED IN LINES 24529 WAS RECOVERED IN GOOD CONDITION
 PP2057'AS DESCRIBED IN THE NE 1/4 OF SECTION 17, T108N, R26W, AT THE EAST
 PP2057'JUNCTION OF TRUNK HIGHWAY 22 (VICTORY DRIVE) AND TRUNK HIGHWAY 60
 PP2057'(MADISON AVENUE) IN THE EAST PART OF MANKATO, 32 FT (9.8 M) EAST OF
 PP2057'AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF THE SOUTHBOUND LANE OF
 PP2057'TRUNK HIGHWAY 22, IN THE MEDIAN OF TRUNK HIGHWAY 22, 57 FT (17.4 M)
 PP2057'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 60 AT MILEPOINT 108.2, 27 FT
 PP2057'(8.2 M) SOUTH OF A SIGNAL LIGHT, 13.7 FT (4.2 M) SOUTH-SOUTHWEST OF A
 PP2057'POWER POLE, AND 0.5 FOOT (15.2 CM) SOUTH OF A STEEL WITNESS POST. THE
 PP2057'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---0704 S
 PP2057'1976---, IS SET ON THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT
 PP2057'(9.8 M) LONG COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF
 PP2057'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9612 ***********************************************************************
 DE9612  DESIGNATION -  0704 T
 DE9612  PID         -  DE9612
 DE9612  STATE/COUNTY-  MN/BLUE EARTH
 DE9612  COUNTRY     -  US
 DE9612  USGS QUAD   -  MANKATO EAST (1993)
 DE9612
 DE9612                         *CURRENT SURVEY CONTROL
 DE9612  ______________________________________________________________________
 DE9612* NAD 83(2007) POSITION- 44 08 06.16891(N) 093 57 31.85875(W)   ADJUSTED  
 DE9612* NAD 83(2007) ELLIP HT-   277.557 (meters)        (02/10/07)   ADJUSTED
 DE9612* NAD 83(2007) EPOCH   -  2002.00
 DE9612* NAVD 88 ORTHO HEIGHT -   305.942  (meters)    1003.74  (feet) ADJUSTED  
 DE9612  ______________________________________________________________________
 DE9612  NAD 83(2007) X  -   -316,564.892 (meters)                     COMP
 DE9612  NAD 83(2007) Y  - -4,574,298.248 (meters)                     COMP
 DE9612  NAD 83(2007) Z  -  4,419,066.680 (meters)                     COMP
 DE9612  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC09
 DE9612  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DE9612  DYNAMIC HEIGHT  -        305.892 (meters)     1003.58  (feet) COMP
 DE9612  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 DE9612
 DE9612  VERT ORDER      -  SECOND    CLASS I
 DE9612
 DE9612  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9612  Type                                         Horiz  Ellip  Dist(km)
 DE9612  -------------------------------------------------------------------
 DE9612  NETWORK                                       0.69   0.73
 DE9612  -------------------------------------------------------------------
 DE9612  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.65   0.62      2.57
 DE9612  -------------------------------------------------------------------
 DE9612  NOTE: Click here for information on individual local accuracy
 DE9612  values and other accuracy information.
 DE9612
 DE9612
 DE9612.The horizontal coordinates were established by GPS observations
 DE9612.and adjusted by the National Geodetic Survey in February 2007.
 DE9612
 DE9612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9612.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9612
 DE9612.The horizontal coordinates are valid at the epoch date displayed above
 DE9612.which is a decimal equivalence of Year/Month/Day.
 DE9612
 DE9612.The orthometric height was determined by differential leveling and
 DE9612.adjusted in August 2004.
 DE9612
 DE9612.Photographs are available for this station.
 DE9612
 DE9612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9612
 DE9612.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9612
 DE9612.The ellipsoidal height was determined by GPS observations
 DE9612.and is referenced to NAD 83.
 DE9612
 DE9612.The dynamic height is computed by dividing the NAVD 88
 DE9612.geopotential number by the normal gravity value computed on the
 DE9612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9612.degrees latitude (g = 980.6199 gals.).
 DE9612
 DE9612.The modeled gravity was interpolated from observed gravity values.
 DE9612
 DE9612. The following values were computed from the NAD 83(2007) position.
 DE9612
 DE9612;                    North         East     Units Scale Factor Converg.
 DE9612;SPC MN S     -   226,117.659   803,292.827   MT  0.99994238   +0 01 43.8
 DE9612;SPC MN S     -   741,854.35  2,635,469.88   sFT  0.99994238   +0 01 43.8
 DE9612;UTM  15      - 4,887,319.318   423,299.552   MT  0.99967235   -0 40 03.8
 DE9612
 DE9612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9612!SPC MN S     -   0.99995648  x   0.99994238  =   0.99989886
 DE9612!UTM  15      -   0.99995648  x   0.99967235  =   0.99962884
 DE9612
 DE9612                          SUPERSEDED SURVEY CONTROL
 DE9612
 DE9612  NAD 83(1996)-  44 08 06.16825(N)    093 57 31.85773(W) AD(       ) 1
 DE9612  ELLIP H (01/23/03)  277.633  (m)                       GP(       ) 3 2
 DE9612  NAVD 88 (01/23/03)  305.94   (m)         1003.7    (f) LEVELING    3  
 DE9612
 DE9612.Superseded values are not recommended for survey control.
 DE9612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9612.See file dsdata.txt to determine how the superseded data were derived.
 DE9612
 DE9612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2329987319(NAD 83)
 DE9612
 DE9612_MARKER: DD = SURVEY DISK
 DE9612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9612_STAMPING: 0704 T 1999
 DE9612_MARK LOGO: MNDT  
 DE9612_PROJECTION: RECESSED 13 CENTIMETERS
 DE9612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9612+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 DE9612_ROD/PIPE-DEPTH:  9.1 meters
 DE9612
 DE9612  HISTORY     - Date     Condition        Report By
 DE9612  HISTORY     - 1999     MONUMENTED       MNDT
 DE9612  HISTORY     - 20040623 GOOD             MNDT
 DE9612
 DE9612                          STATION DESCRIPTION
 DE9612
 DE9612'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9612'1.5 MI (2.4 KM) SOUTH OF MANKATO, 0.85 MI (1.37 KM) SOUTH ALONG TH 22
 DE9612'FROM JCT OF TH 22 AND TH 83 IN SE PART OF MANKATO, AT TH 22 MP 49.7,
 DE9612'58 FT (17.7 M) WEST OF SB TH 22, 2.9 FT (0.9 M) SOUTH OF WIT POST.
 DE9612
 DE9612                          STATION RECOVERY (2004)
 DE9612
 DE9612'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DE9612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8261 ***********************************************************************
 DF8261  DESIGNATION -  0704 U
 DF8261  PID         -  DF8261
 DF8261  STATE/COUNTY-  MN/BLUE EARTH
 DF8261  COUNTRY     -  US
 DF8261  USGS QUAD   -  BEAUFORD (1974)
 DF8261
 DF8261                         *CURRENT SURVEY CONTROL
 DF8261  ______________________________________________________________________
 DF8261* NAD 83(1986) POSITION- 44 05 27.     (N) 093 57 21.     (W)   SCALED    
 DF8261* NAVD 88 ORTHO HEIGHT -   265.341  (meters)     870.54  (feet) ADJUSTED  
 DF8261  ______________________________________________________________________
 DF8261  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DF8261  DYNAMIC HEIGHT  -        265.295 (meters)      870.39  (feet) COMP
 DF8261  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 DF8261
 DF8261  VERT ORDER      -  SECOND    CLASS I
 DF8261
 DF8261.The horizontal coordinates were scaled from a topographic map and have
 DF8261.an estimated accuracy of +/- 6 seconds.
 DF8261.
 DF8261.The orthometric height was determined by differential leveling and
 DF8261.adjusted in August 2004.
 DF8261
 DF8261.The dynamic height is computed by dividing the NAVD 88
 DF8261.geopotential number by the normal gravity value computed on the
 DF8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8261.degrees latitude (g = 980.6199 gals.).
 DF8261
 DF8261.The modeled gravity was interpolated from observed gravity values.
 DF8261
 DF8261;                    North         East    Units  Estimated Accuracy
 DF8261;SPC MN S     -   221,210.      803,540.      MT  (+/- 180 meters Scaled)
 DF8261
 DF8261                          SUPERSEDED SURVEY CONTROL
 DF8261
 DF8261.No superseded survey control is available for this station.
 DF8261
 DF8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ234824(NAD 83)
 DF8261
 DF8261_MARKER: DB = BENCH MARK DISK
 DF8261_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8261_SP_SET: BRIDGE ABUTMENT
 DF8261_STAMPING: 0704 U 1999
 DF8261_MARK LOGO: MNDT  
 DF8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8261+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 DF8261
 DF8261  HISTORY     - Date     Condition        Report By
 DF8261  HISTORY     - 1948     MONUMENTED       MNDT
 DF8261  HISTORY     - 19991201 GOOD             MNDT
 DF8261
 DF8261                          STATION DESCRIPTION
 DF8261
 DF8261'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8261'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8261'THE MARK IS LOCATED 4.5 MI (7.2 KM) SOUTH OF MANKATO, 4.0 MI (6.4 KM)
 DF8261'SOUTH ALONG TH 22 FROM JCT OF TH 22 AND TH 83 IN MANKATO, IN ABUT AT
 DF8261'SE COR OF TH 22 BRIDGE NO 6497 OVER LESUEUR RIVER, AT TH 22 MP 46.65,
 DF8261'20 FT (6.1 M) NE OF TH 22.  DISK SET IN BRIDGE WHEN BUILT IN 1948 THEN
 DF8261'STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8263 ***********************************************************************
 DF8263  DESIGNATION -  0704 V
 DF8263  PID         -  DF8263
 DF8263  STATE/COUNTY-  MN/BLUE EARTH
 DF8263  COUNTRY     -  US
 DF8263  USGS QUAD   -  BEAUFORD (1974)
 DF8263
 DF8263                         *CURRENT SURVEY CONTROL
 DF8263  ______________________________________________________________________
 DF8263* NAD 83(1986) POSITION- 44 00 00.     (N) 093 57 30.     (W)   SCALED    
 DF8263* NAVD 88 ORTHO HEIGHT -   301.578  (meters)     989.43  (feet) ADJUSTED  
 DF8263  ______________________________________________________________________
 DF8263  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 DF8263  DYNAMIC HEIGHT  -        301.525 (meters)      989.25  (feet) COMP
 DF8263  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 DF8263
 DF8263  VERT ORDER      -  SECOND    CLASS I
 DF8263
 DF8263.The horizontal coordinates were scaled from a topographic map and have
 DF8263.an estimated accuracy of +/- 6 seconds.
 DF8263.
 DF8263.The orthometric height was determined by differential leveling and
 DF8263.adjusted in August 2004.
 DF8263
 DF8263.The dynamic height is computed by dividing the NAVD 88
 DF8263.geopotential number by the normal gravity value computed on the
 DF8263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8263.degrees latitude (g = 980.6199 gals.).
 DF8263
 DF8263.The modeled gravity was interpolated from observed gravity values.
 DF8263
 DF8263;                    North         East    Units  Estimated Accuracy
 DF8263;SPC MN S     -   211,110.      803,340.      MT  (+/- 180 meters Scaled)
 DF8263
 DF8263                          SUPERSEDED SURVEY CONTROL
 DF8263
 DF8263.No superseded survey control is available for this station.
 DF8263
 DF8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ231723(NAD 83)
 DF8263
 DF8263_MARKER: DB = BENCH MARK DISK
 DF8263_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8263_SP_SET: BRIDGE ABUTMENT
 DF8263_STAMPING: 0704 V 1999
 DF8263_MARK LOGO: MNDT  
 DF8263_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8263+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1999
 DF8263
 DF8263  HISTORY     - Date     Condition        Report By
 DF8263  HISTORY     - 1941     MONUMENTED       MNDT
 DF8263  HISTORY     - 19991201 GOOD             MNDT
 DF8263
 DF8263                          STATION DESCRIPTION
 DF8263
 DF8263'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8263'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8263'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF BEAUFORD, 0.5 MI (0.8 KM)
 DF8263'SOUTH ALONG TH 22 FROM JCT OF TH 22 AND CO RD 10 IN BEAUFORD, IN ABUT
 DF8263'AT SE COR OF TH 22 BRDG NO 5959 OVER COBB RIVER, AT TH 22 MP 40.25.
 DF8263'DISK SET IN BRIDGE WHEN BUILT IN 1941 THEN STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5519 ***********************************************************************
 DG5519  DESIGNATION -  0706 L
 DG5519  PID         -  DG5519
 DG5519  STATE/COUNTY-  MN/BLUE EARTH
 DG5519  COUNTRY     -  US
 DG5519  USGS QUAD   -  MAPLETON (1967)
 DG5519
 DG5519                         *CURRENT SURVEY CONTROL
 DG5519  ______________________________________________________________________
 DG5519* NAD 83(2007) POSITION- 43 55 38.81803(N) 093 59 55.45573(W)   ADJUSTED  
 DG5519* NAD 83(2007) ELLIP HT-   282.439 (meters)        (02/10/07)   ADJUSTED
 DG5519* NAD 83(2007) EPOCH   -  2002.00
 DG5519* NAVD 88 ORTHO HEIGHT -   310.9    (meters)    1020.    (feet) GPS OBS   
 DG5519  ______________________________________________________________________
 DG5519  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5519  GEOID HEIGHT    -        -28.41  (meters)                     GEOID99
 DG5519  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 DG5519  NAD 83(2007) X  -   -320,867.655 (meters)                     COMP
 DG5519  NAD 83(2007) Y  - -4,590,074.476 (meters)                     COMP
 DG5519  NAD 83(2007) Z  -  4,402,485.266 (meters)                     COMP
 DG5519  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC09
 DG5519
 DG5519  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5519  Type                                         Horiz  Ellip  Dist(km)
 DG5519  -------------------------------------------------------------------
 DG5519  NETWORK                                       0.37   0.53
 DG5519  -------------------------------------------------------------------
 DG5519  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.32   0.47      8.13
 DG5519  -------------------------------------------------------------------
 DG5519  NOTE: Click here for information on individual local accuracy
 DG5519  values and other accuracy information.
 DG5519
 DG5519
 DG5519.The horizontal coordinates were established by GPS observations
 DG5519.and adjusted by the National Geodetic Survey in February 2007.
 DG5519
 DG5519.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5519.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5519
 DG5519.The horizontal coordinates are valid at the epoch date displayed above
 DG5519.which is a decimal equivalence of Year/Month/Day.
 DG5519
 DG5519.The orthometric height was determined by GPS observations and a
 DG5519.high-resolution geoid model.
 DG5519
 DG5519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5519
 DG5519.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5519
 DG5519.The ellipsoidal height was determined by GPS observations
 DG5519.and is referenced to NAD 83.
 DG5519
 DG5519. The following values were computed from the NAD 83(2007) position.
 DG5519
 DG5519;                    North         East     Units Scale Factor Converg.
 DG5519;SPC MN S     -   203,051.098   800,101.364   MT  0.99997189   +0 00 03.2
 DG5519;SPC MN S     -   666,176.81  2,624,999.23   sFT  0.99997189   +0 00 03.2
 DG5519;UTM  15      - 4,864,299.634   419,829.426   MT  0.99967905   -0 41 34.5
 DG5519
 DG5519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5519!SPC MN S     -   0.99995571  x   0.99997189  =   0.99992760
 DG5519!UTM  15      -   0.99995571  x   0.99967905  =   0.99963478
 DG5519
 DG5519                          SUPERSEDED SURVEY CONTROL
 DG5519
 DG5519  NAD 83(1996)-  43 55 38.81733(N)    093 59 55.45492(W) AD(       ) 1
 DG5519  ELLIP H (05/18/04)  282.477  (m)                       GP(       ) 3 1
 DG5519
 DG5519.Superseded values are not recommended for survey control.
 DG5519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5519.See file dsdata.txt to determine how the superseded data were derived.
 DG5519
 DG5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1982964299(NAD 83)
 DG5519
 DG5519_MARKER: DB = BENCH MARK DISK
 DG5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5519_STAMPING: 0706 L 1967
 DG5519_MARK LOGO: MNHD  
 DG5519_PROJECTION: RECESSED 8 CENTIMETERS
 DG5519_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5519+STABILITY: SURFACE MOTION
 DG5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5519+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DG5519
 DG5519  HISTORY     - Date     Condition        Report By
 DG5519  HISTORY     - 1967     MONUMENTED       MNHD
 DG5519  HISTORY     - 20030805 GOOD             MNDT
 DG5519  HISTORY     - 20050422 GOOD             MNDT
 DG5519  HISTORY     - 20050422 GOOD             MNDT
 DG5519
 DG5519                          STATION DESCRIPTION
 DG5519
 DG5519'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5519'THE MARK IS 1.5 MILES (2.4 KM) WEST OF MAPLETON, 2.6 MILES (4.2 KM)
 DG5519'WEST OF NORTH JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 30.  THE
 DG5519'MARK IS A MINNESOTA HIGHWAY DEPARTMENT BENCHMARK DISK IN A CONCRETE
 DG5519'MONUMENT, 44 FT (13.4 M) WEST OF THE CENTER OF TOWNSHIP ROAD 571 AVE,
 DG5519'75 FT (22.9 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 30 AT
 DG5519'MILEPOINT 141.7, 1.1 FT (0.3 M) SOUTH OF WITNESS POST, RECESSED 3
 DG5519'INCHES, MAGNETIC.
 DG5519
 DG5519                          STATION RECOVERY (2005)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DG5519'1.5 MILES WEST OF MAPLETON, 2.6 MILES WEST OF NORTH JUNCTION OF TRUNK
 DG5519'HIGHWAY 30 AND TRUNK HIGHWAY 22, IN SOUTHWEST CORNER OF JUNCTION OF
 DG5519'TRUNK HIGHWAY 30 AND TOWNSHIP ROAD (571ST AVENUE) SOUTH, 44 FEET WEST
 DG5519'OF TOWNSHIP ROAD (571ST AVENUE), AT TRUNK HIGHWAY 30 MILEPOINT 141.7,
 DG5519'75 FEET SOUTH OF TRUNK HIGHWAY 30, 1.1 FEET SOUTH OF WITNESS POST
 DG5519
 DG5519                          STATION RECOVERY (2005)
 DG5519
 DG5519'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DG5519'1.5 MILES WEST OF MAPLETON, 2.6 MILES WEST OF NORTH JUNCTION OF TRUNK
 DG5519'HIGHWAY 30 AND TRUNK HIGHWAY 22, IN SOUTHWEST CORNER OF JUNCTION OF
 DG5519'TRUNK HIGHWAY 30 AND TOWNSHIP ROAD (571ST AVENUE) SOUTH, 44 FEET WEST
 DG5519'OF TOWNSHIP ROAD (571ST AVENUE), AT TRUNK HIGHWAY 30 MILEPOINT 141.7,
 DG5519'75 FEET SOUTH OF TRUNK HIGHWAY 30, 1.1 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0096 ***********************************************************************
 PQ0096  DESIGNATION -  0708 A
 PQ0096  PID         -  PQ0096
 PQ0096  STATE/COUNTY-  MN/BLUE EARTH
 PQ0096  COUNTRY     -  US
 PQ0096  USGS QUAD   -  PERTH (1965)
 PQ0096
 PQ0096                         *CURRENT SURVEY CONTROL
 PQ0096  ______________________________________________________________________
 PQ0096* NAD 83(1996) POSITION- 44 04 56.17126(N) 094 21 15.33861(W)   NO CHECK  
 PQ0096* NAVD 88 ORTHO HEIGHT -   306.017  (meters)    1003.99  (feet) ADJUSTED  
 PQ0096  ______________________________________________________________________
 PQ0096  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC09
 PQ0096  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 PQ0096  DYNAMIC HEIGHT  -        305.963 (meters)     1003.81  (feet) COMP
 PQ0096  MODELED GRAVITY -    980,436.8   (mgal)                       NAVD 88
 PQ0096
 PQ0096  HORZ ORDER      -  THIRD
 PQ0096  VERT ORDER      -  SECOND    CLASS 0
 PQ0096
 PQ0096.The horizontal coordinates were established by classical geodetic methods
 PQ0096.and adjusted by the National Geodetic Survey in March 1999.
 PQ0096.
 PQ0096.No horizontal observational check was made to the station.
 PQ0096.
 PQ0096.The orthometric height was determined by differential leveling and
 PQ0096.adjusted in June 1991.
 PQ0096
 PQ0096.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0096
 PQ0096.The dynamic height is computed by dividing the NAVD 88
 PQ0096.geopotential number by the normal gravity value computed on the
 PQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0096.degrees latitude (g = 980.6199 gals.).
 PQ0096
 PQ0096.The modeled gravity was interpolated from observed gravity values.
 PQ0096
 PQ0096. The following values were computed from the NAD 83(1996) position.
 PQ0096
 PQ0096;                    North         East     Units Scale Factor Converg.
 PQ0096;SPC MN S     -   220,314.335   771,626.933   MT  0.99994865   -0 14 53.9
 PQ0096;SPC MN S     -   722,814.61  2,531,579.36   sFT  0.99994865   -0 14 53.9
 PQ0096;UTM  15      - 4,881,901.978   391,573.153   MT  0.99974459   -0 56 32.1
 PQ0096
 PQ0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0096!SPC MN S     -   0.99995642  x   0.99994865  =   0.99990508
 PQ0096!UTM  15      -   0.99995642  x   0.99974459  =   0.99970102
 PQ0096
 PQ0096                          SUPERSEDED SURVEY CONTROL
 PQ0096
 PQ0096  NAD 83(1986)-  44 04 56.16659(N)    094 21 15.33298(W) AD(       ) 3
 PQ0096  NAD 27      -  44 04 56.30634(N)    094 21 14.47625(W) AD(       ) 3
 PQ0096  NGVD 29 (??/??/92)  305.955  (m)         1003.79   (f) ADJ UNCH    2 0
 PQ0096
 PQ0096.Superseded values are not recommended for survey control.
 PQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0096.See file dsdata.txt to determine how the superseded data were derived.
 PQ0096
 PQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9157381901(NAD 83)
 PQ0096
 PQ0096_MARKER: DD = SURVEY DISK
 PQ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0096_STAMPING: 0708-A 1960
 PQ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0096+STABILITY: SURFACE MOTION
 PQ0096
 PQ0096  HISTORY     - Date     Condition        Report By
 PQ0096  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0096  HISTORY     - 1973     GOOD             MNDT
 PQ0096
 PQ0096                          STATION DESCRIPTION
 PQ0096
 PQ0096'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0096'A STANDARD MHD BENCH MARK DISK STAMPED 0708-A IS SET IN A PRECAST
 PQ0096'CONCRETE MONUMENT.  THE MARK IS 113.5 FT. NORTH OF THE CENTERLINE
 PQ0096'OF THE WESTBOUND LANE OF TH 60 AT ENGINEERS STATION 261+76, 48.8
 PQ0096'FT. SOUTH OF THE SOUTH RAIL OF THE CHICAGO NORTH WESTERN RAILWAY,
 PQ0096'8.0 FT. EAST OF A FENCE POST, 2.6 FT. EAST OF A B/W POST AND 0.5
 PQ0096'FT. SOUTH OF A STEEL POST.
 PQ0096
 PQ0096                          STATION RECOVERY (1973)
 PQ0096
 PQ0096'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 PQ0096'4.3 MI NE FROM MADELIA.
 PQ0096'MARK IS LOCATED 4.4 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0096'T.H. 60 AND T.H. 15 IN MADELIA, 0.9 MILES NORTHEAST OF COUNTY ROAD 118
 PQ0096'(WATONWAN-BLUE EARTH COUNTY LINE), 0.25 MILES SOUTHWEST OF COUNTY ROAD
 PQ0096'119, 113 FEET NORTHWEST OF THE CENTERLINE OF T.H. 60 AT MILE POINT
 PQ0096'86.95, (STATION 262+35), 49 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 PQ0096'THE CHICAGO-NORTHWESTERN RAILROAD, 7 FEET EAST OF A FENCE CORNER POST,
 PQ0096'6.5 FEET NORTHEAST OF THE NORTH LEG OF A HIGHWAY ADVERTISING SIGN, 2.6
 PQ0096'FEET EAST OF A RIGHT OF WAY MARKER, 0.5 FEET SOUTHEAST OF A STEEL
 PQ0096'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PQ0096'GROUND.  SE 1/4 SECTION 7, T 107, R 29.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0098 ***********************************************************************
 PQ0098  DESIGNATION -  0708 B
 PQ0098  PID         -  PQ0098
 PQ0098  STATE/COUNTY-  MN/BLUE EARTH
 PQ0098  COUNTRY     -  US
 PQ0098  USGS QUAD   -  PERTH (1965)
 PQ0098
 PQ0098                         *CURRENT SURVEY CONTROL
 PQ0098  ______________________________________________________________________
 PQ0098* NAD 83(1986) POSITION- 44 05 21.     (N) 094 19 10.     (W)   SCALED    
 PQ0098* NAVD 88 ORTHO HEIGHT -   305.068  (meters)    1000.88  (feet) ADJUSTED  
 PQ0098  ______________________________________________________________________
 PQ0098  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 PQ0098  DYNAMIC HEIGHT  -        305.016 (meters)     1000.71  (feet) COMP
 PQ0098  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PQ0098
 PQ0098  VERT ORDER      -  SECOND    CLASS 0
 PQ0098
 PQ0098.The horizontal coordinates were scaled from a topographic map and have
 PQ0098.an estimated accuracy of +/- 6 seconds.
 PQ0098.
 PQ0098.The orthometric height was determined by differential leveling and
 PQ0098.adjusted in June 1991.
 PQ0098
 PQ0098.The dynamic height is computed by dividing the NAVD 88
 PQ0098.geopotential number by the normal gravity value computed on the
 PQ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0098.degrees latitude (g = 980.6199 gals.).
 PQ0098
 PQ0098.The modeled gravity was interpolated from observed gravity values.
 PQ0098
 PQ0098;                    North         East    Units  Estimated Accuracy
 PQ0098;SPC MN S     -   221,070.      774,420.      MT  (+/- 180 meters Scaled)
 PQ0098
 PQ0098                          SUPERSEDED SURVEY CONTROL
 PQ0098
 PQ0098  NGVD 29 (??/??/92)  305.011  (m)         1000.69   (f) ADJ UNCH    2 0
 PQ0098
 PQ0098.Superseded values are not recommended for survey control.
 PQ0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0098.See file dsdata.txt to determine how the superseded data were derived.
 PQ0098
 PQ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ943826(NAD 83)
 PQ0098
 PQ0098_MARKER: DD = SURVEY DISK
 PQ0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0098_STAMPING: 0708-B 1960
 PQ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0098+STABILITY: SURFACE MOTION
 PQ0098
 PQ0098  HISTORY     - Date     Condition        Report By
 PQ0098  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0098  HISTORY     - 1973     GOOD             MNDT
 PQ0098
 PQ0098                          STATION DESCRIPTION
 PQ0098
 PQ0098'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0098'6 MI NE FROM MADELIA.
 PQ0098'MARK IS LOCATED 6.2 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0098'T.H. 60 AND T.H. 15 IN MADELIA, 0.5 MILES NORTHEAST OF COUNTY ROAD 30,
 PQ0098'78 FEET NORTH OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 60 WEST
 PQ0098'BOUND AT MILE POINT 88.7, 20 FEET SOUTH OF AND 8 FEET LOWER THAN, THE
 PQ0098'SOUTH RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, 0.5 FEET SOUTH OF A
 PQ0098'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3
 PQ0098'INCHES ABOVE GROUND.  NW 1/4 SECTION 9, T 107, R 29. NOTE-- THIS MARK
 PQ0098'IS ALSO 4.9 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60
 PQ0098'AND COUNTY ROAD 6 IN LAKE CRYSTAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0103 ***********************************************************************
 PQ0103  DESIGNATION -  0708 C
 PQ0103  PID         -  PQ0103
 PQ0103  STATE/COUNTY-  MN/BLUE EARTH
 PQ0103  COUNTRY     -  US
 PQ0103  USGS QUAD   -  PERTH (1965)
 PQ0103
 PQ0103                         *CURRENT SURVEY CONTROL
 PQ0103  ______________________________________________________________________
 PQ0103* NAD 83(1986) POSITION- 44 05 49.     (N) 094 16 58.     (W)   SCALED    
 PQ0103* NAVD 88 ORTHO HEIGHT -   300.977  (meters)     987.46  (feet) ADJUSTED  
 PQ0103  ______________________________________________________________________
 PQ0103  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ0103  DYNAMIC HEIGHT  -        300.925 (meters)      987.28  (feet) COMP
 PQ0103  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 PQ0103
 PQ0103  VERT ORDER      -  SECOND    CLASS 0
 PQ0103
 PQ0103.The horizontal coordinates were scaled from a topographic map and have
 PQ0103.an estimated accuracy of +/- 6 seconds.
 PQ0103.
 PQ0103.The orthometric height was determined by differential leveling and
 PQ0103.adjusted in June 1991.
 PQ0103
 PQ0103.The dynamic height is computed by dividing the NAVD 88
 PQ0103.geopotential number by the normal gravity value computed on the
 PQ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0103.degrees latitude (g = 980.6199 gals.).
 PQ0103
 PQ0103.The modeled gravity was interpolated from observed gravity values.
 PQ0103
 PQ0103;                    North         East    Units  Estimated Accuracy
 PQ0103;SPC MN S     -   221,920.      777,360.      MT  (+/- 180 meters Scaled)
 PQ0103
 PQ0103                          SUPERSEDED SURVEY CONTROL
 PQ0103
 PQ0103  NGVD 29 (??/??/92)  300.924  (m)          987.28   (f) ADJ UNCH    2 0
 PQ0103
 PQ0103.Superseded values are not recommended for survey control.
 PQ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0103.See file dsdata.txt to determine how the superseded data were derived.
 PQ0103
 PQ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ973834(NAD 83)
 PQ0103
 PQ0103_MARKER: DD = SURVEY DISK
 PQ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0103_STAMPING: 0708-C 1960
 PQ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0103+STABILITY: SURFACE MOTION
 PQ0103
 PQ0103  HISTORY     - Date     Condition        Report By
 PQ0103  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0103  HISTORY     - 1973     GOOD             MNDT
 PQ0103
 PQ0103                          STATION DESCRIPTION
 PQ0103
 PQ0103'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0103'3 MI SW FROM LAKE CRYSTAL.
 PQ0103'MARK IS LOCATED 3.1 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0103'T.H. 60 AND COUNTY ROAD 6 IN LAKE CRYSTAL, 0.25 MILES EAST OF COUNTY
 PQ0103'ROAD 32, 84 FEET NORTHWEST OF THE CENTERLINE OF WEST BOUND T.H. 60 AT
 PQ0103'MILE POINT 90.7 (STATION 464), 18 FEET WEST OF THE SOUTH END OF A 36
 PQ0103'INCH RAILROAD CULVERT, 14 FEET SOUTH OF, AND 4 FEET LOWER THAN THE
 PQ0103'SOUTH RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, 1 FOOT SOUTH OF A
 PQ0103'STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 3
 PQ0103'INCHES BELOW GROUND.  SW1/4 SECTION 2, T 107, R 29.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0106 ***********************************************************************
 PQ0106  DESIGNATION -  0708 D
 PQ0106  PID         -  PQ0106
 PQ0106  STATE/COUNTY-  MN/BLUE EARTH
 PQ0106  COUNTRY     -  US
 PQ0106  USGS QUAD   -  PERTH (1965)
 PQ0106
 PQ0106                         *CURRENT SURVEY CONTROL
 PQ0106  ______________________________________________________________________
 PQ0106* NAD 83(1986) POSITION- 44 06 06.     (N) 094 15 03.     (W)   SCALED    
 PQ0106* NAVD 88 ORTHO HEIGHT -   299.815  (meters)     983.64  (feet) ADJUSTED  
 PQ0106  ______________________________________________________________________
 PQ0106  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ0106  DYNAMIC HEIGHT  -        299.763 (meters)      983.47  (feet) COMP
 PQ0106  MODELED GRAVITY -    980,439.9   (mgal)                       NAVD 88
 PQ0106
 PQ0106  VERT ORDER      -  SECOND    CLASS 0
 PQ0106
 PQ0106.The horizontal coordinates were scaled from a topographic map and have
 PQ0106.an estimated accuracy of +/- 6 seconds.
 PQ0106.
 PQ0106.The orthometric height was determined by differential leveling and
 PQ0106.adjusted in June 1991.
 PQ0106
 PQ0106.The dynamic height is computed by dividing the NAVD 88
 PQ0106.geopotential number by the normal gravity value computed on the
 PQ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0106.degrees latitude (g = 980.6199 gals.).
 PQ0106
 PQ0106.The modeled gravity was interpolated from observed gravity values.
 PQ0106
 PQ0106;                    North         East    Units  Estimated Accuracy
 PQ0106;SPC MN S     -   222,440.      779,920.      MT  (+/- 180 meters Scaled)
 PQ0106
 PQ0106                          SUPERSEDED SURVEY CONTROL
 PQ0106
 PQ0106  NGVD 29 (??/??/92)  299.762  (m)          983.47   (f) ADJ UNCH    2 0
 PQ0106
 PQ0106.Superseded values are not recommended for survey control.
 PQ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0106.See file dsdata.txt to determine how the superseded data were derived.
 PQ0106
 PQ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ998839(NAD 83)
 PQ0106
 PQ0106_MARKER: DD = SURVEY DISK
 PQ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0106_STAMPING: 0708-D 1960
 PQ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0106+STABILITY: SURFACE MOTION
 PQ0106
 PQ0106  HISTORY     - Date     Condition        Report By
 PQ0106  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0106  HISTORY     - 1973     GOOD             MNDT
 PQ0106
 PQ0106                          STATION DESCRIPTION
 PQ0106
 PQ0106'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0106'1.25 MI SW FROM LAKE CRYSTAL.
 PQ0106'MARK IS LOCATED 1.3 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0106'T.H. 60 AND COUNTY ROAD 6 IN LAKE CRYSTAL, 1.0 MILES EAST OF COUNTY
 PQ0106'ROAD 109, 125 FEET WEST OF A NORTH-SOUTH POWER LINE CROSSING, 77 FEET
 PQ0106'NORTH OF THE CENTERLINE OF T.H. 60 WEST BOUND AT MILE POINT 92.3, 21
 PQ0106'FEET SOUTH OF AND 5 FEET LOWER THAN THE SOUTH RAIL OF THE
 PQ0106'CHICAGO-NORTHWESTERN RAILROAD AT MLE POINT 100.1, 1.5 FEET SOUTH OF A
 PQ0106'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PQ0106'WITH THE GROUND.  NE1/4 SECTION 1, T 107, R 29.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0108 ***********************************************************************
 PQ0108  DESIGNATION -  0708 DA
 PQ0108  PID         -  PQ0108
 PQ0108  STATE/COUNTY-  MN/BLUE EARTH
 PQ0108  COUNTRY     -  US
 PQ0108  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ0108
 PQ0108                         *CURRENT SURVEY CONTROL
 PQ0108  ______________________________________________________________________
 PQ0108* NAD 83(1986) POSITION- 44 06 24.     (N) 094 13 34.     (W)   SCALED    
 PQ0108* NAVD 88 ORTHO HEIGHT -   309.590  (meters)    1015.71  (feet) ADJUSTED  
 PQ0108  ______________________________________________________________________
 PQ0108  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ0108  DYNAMIC HEIGHT  -        309.537 (meters)     1015.54  (feet) COMP
 PQ0108  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 PQ0108
 PQ0108  VERT ORDER      -  SECOND    CLASS 0
 PQ0108
 PQ0108.The horizontal coordinates were scaled from a topographic map and have
 PQ0108.an estimated accuracy of +/- 6 seconds.
 PQ0108.
 PQ0108.The orthometric height was determined by differential leveling and
 PQ0108.adjusted in June 1991.
 PQ0108
 PQ0108.The dynamic height is computed by dividing the NAVD 88
 PQ0108.geopotential number by the normal gravity value computed on the
 PQ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0108.degrees latitude (g = 980.6199 gals.).
 PQ0108
 PQ0108.The modeled gravity was interpolated from observed gravity values.
 PQ0108
 PQ0108;                    North         East    Units  Estimated Accuracy
 PQ0108;SPC MN S     -   222,990.      781,900.      MT  (+/- 180 meters Scaled)
 PQ0108
 PQ0108                          SUPERSEDED SURVEY CONTROL
 PQ0108
 PQ0108  NGVD 29 (??/??/92)  309.537  (m)         1015.54   (f) ADJ UNCH    2 0
 PQ0108
 PQ0108.Superseded values are not recommended for survey control.
 PQ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0108.See file dsdata.txt to determine how the superseded data were derived.
 PQ0108
 PQ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ018844(NAD 83)
 PQ0108
 PQ0108_MARKER: DD = SURVEY DISK
 PQ0108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0108_SP_SET: ABUTMENT
 PQ0108_STAMPING: 0708-DA 1970
 PQ0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0108
 PQ0108  HISTORY     - Date     Condition        Report By
 PQ0108  HISTORY     - 1970     MONUMENTED       MNDT
 PQ0108  HISTORY     - 1973     GOOD             MNDT
 PQ0108  HISTORY     - 1980     GOOD             MNDT
 PQ0108
 PQ0108                          STATION DESCRIPTION
 PQ0108
 PQ0108'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0108'IN LAKE CRYSTAL.
 PQ0108'MARK IS LOCATED IN LAKE CRYSTAL, IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PQ0108'BRIDGE NO. 07003, T.H. 60 (MILE POINT 93.6) OVER THE
 PQ0108'CHICAGO-NORTHWESTERN RAILROAD.  NW1/4 SECTION 5, T 107, R 28.
 PQ0108
 PQ0108                          STATION RECOVERY (1980)
 PQ0108
 PQ0108'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PQ0108'0.2 MILES NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 60 AND CSAH 20,
 PQ0108'THE WEST LIMITS OF LAKE CRYSTAL. A STANDARD MHD DISK, STAMPED "0708
 PQ0108'DA 1970" SET IN THE SOUTHEAST CORNER, ABUTMENT, OF BRIDGE NO. 07003,
 PQ0108'TRUNK HIGHWAY 60 OVER THE CHICAGO & NORTHWESTERN RAILWAY, IN LAKE
 PQ0108'CRYSTAL. TRUNK HIGHWAY 60 MILE POINT 93.6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0115 ***********************************************************************
 PQ0115  DESIGNATION -  0708 E
 PQ0115  PID         -  PQ0115
 PQ0115  STATE/COUNTY-  MN/BLUE EARTH
 PQ0115  COUNTRY     -  US
 PQ0115  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ0115
 PQ0115                         *CURRENT SURVEY CONTROL
 PQ0115  ______________________________________________________________________
 PQ0115* NAD 83(1986) POSITION- 44 07 07.     (N) 094 12 19.     (W)   SCALED    
 PQ0115* NAVD 88 ORTHO HEIGHT -   294.455  (meters)     966.06  (feet) ADJUSTED  
 PQ0115  ______________________________________________________________________
 PQ0115  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ0115  DYNAMIC HEIGHT  -        294.405 (meters)      965.89  (feet) COMP
 PQ0115  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 PQ0115
 PQ0115  VERT ORDER      -  SECOND    CLASS 0
 PQ0115
 PQ0115.The horizontal coordinates were scaled from a topographic map and have
 PQ0115.an estimated accuracy of +/- 6 seconds.
 PQ0115.
 PQ0115.The orthometric height was determined by differential leveling and
 PQ0115.adjusted in June 1991.
 PQ0115
 PQ0115.WARNING-Repeat measurements at this control monument indicate possible
 PQ0115.vertical movement.
 PQ0115
 PQ0115.The dynamic height is computed by dividing the NAVD 88
 PQ0115.geopotential number by the normal gravity value computed on the
 PQ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0115.degrees latitude (g = 980.6199 gals.).
 PQ0115
 PQ0115.The modeled gravity was interpolated from observed gravity values.
 PQ0115
 PQ0115;                    North         East    Units  Estimated Accuracy
 PQ0115;SPC MN S     -   224,310.      783,570.      MT  (+/- 180 meters Scaled)
 PQ0115
 PQ0115                          SUPERSEDED SURVEY CONTROL
 PQ0115
 PQ0115  NGVD 29 (??/??/92)  294.403  (m)          965.89   (f) ADJ UNCH    2 0
 PQ0115
 PQ0115.Superseded values are not recommended for survey control.
 PQ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0115.See file dsdata.txt to determine how the superseded data were derived.
 PQ0115
 PQ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ035857(NAD 83)
 PQ0115
 PQ0115_MARKER: DD = SURVEY DISK
 PQ0115_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0115_SP_SET: STEP
 PQ0115_STAMPING: 0708-E 1960
 PQ0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0115
 PQ0115  HISTORY     - Date     Condition        Report By
 PQ0115  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0115  HISTORY     - 1973     GOOD             MNDT
 PQ0115  HISTORY     - 1978     GOOD             MNDT
 PQ0115
 PQ0115                          STATION DESCRIPTION
 PQ0115
 PQ0115'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0115'1.3 MI NE FROM LAKE CRYSTAL.
 PQ0115'MARK IS LOCATED 1.3 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0115'T.H. 60 AND COUNTY ROAD 6 IN LAKE CRYSTAL, 0.25 MILES NORTHEAST OF
 PQ0115'COUNTY ROAD 112, 52 FEET NORTHWEST OF THE CENTERLINE OF T.H. 60 AT
 PQ0115'MILE POINT 94.9, IN THE TOP OF THE LOWEST STEP OF THE WEST ABUTMENT OF
 PQ0115'THE SOUTH RETAINING WALL 10 FEET LOWER THAN THE TRACK OF THE
 PQ0115'CHICAGO-NORTHWESTERN RAILROAD BRIDGE OVER MINNEOPA CREEK.  NW 1/4
 PQ0115'SECTION 33, T 108, R 28.
 PQ0115
 PQ0115                          STATION RECOVERY (1978)
 PQ0115
 PQ0115'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0115'THE MARK WAS FOUND, AS DESCRIBED, 1.3 MILES NORTHEAST ALONG TRUNK
 PQ0115'HIGHWAY 60 FROM THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL
 PQ0115'AND 0.2 MILES NORTHEAST OF COUNTY ROAD 112. IT IS 54.0 FT. NORTHWEST
 PQ0115'OF AND 5 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 60 AT MILEPOINT
 PQ0115'94.9, 20.6 FT. SOUTHEAST OF AND 110 FT. LOWER THAN THE SOUTHEAST RAIL
 PQ0115'OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK. IT IS A BENCH MARK
 PQ0115'DISK CEMENTED IN THE SOUTHEAST END BOTTOM COURSE OF STONE BLOCKS OF
 PQ0115'THE SOUTHWEST STONE ABUTMENT OF A 32 BY 12 FT. DEEP DOUBLE BOX CULVERT
 PQ0115'UNDER THE RAILROAD AT MINNEOPA CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0114 ***********************************************************************
 PQ0114  DESIGNATION -  0708 EA
 PQ0114  PID         -  PQ0114
 PQ0114  STATE/COUNTY-  MN/BLUE EARTH
 PQ0114  COUNTRY     -  US
 PQ0114  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ0114
 PQ0114                         *CURRENT SURVEY CONTROL
 PQ0114  ______________________________________________________________________
 PQ0114* NAD 83(1986) POSITION- 44 07 05.     (N) 094 12 18.     (W)   SCALED    
 PQ0114* NAVD 88 ORTHO HEIGHT -   295.570  (meters)     969.72  (feet) ADJUSTED  
 PQ0114  ______________________________________________________________________
 PQ0114  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ0114  DYNAMIC HEIGHT  -        295.521 (meters)      969.56  (feet) COMP
 PQ0114  MODELED GRAVITY -    980,442.9   (mgal)                       NAVD 88
 PQ0114
 PQ0114  VERT ORDER      -  SECOND    CLASS 0
 PQ0114
 PQ0114.The horizontal coordinates were scaled from a topographic map and have
 PQ0114.an estimated accuracy of +/- 6 seconds.
 PQ0114.
 PQ0114.The orthometric height was determined by differential leveling and
 PQ0114.adjusted in June 1991.
 PQ0114
 PQ0114.The dynamic height is computed by dividing the NAVD 88
 PQ0114.geopotential number by the normal gravity value computed on the
 PQ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0114.degrees latitude (g = 980.6199 gals.).
 PQ0114
 PQ0114.The modeled gravity was interpolated from observed gravity values.
 PQ0114
 PQ0114;                    North         East    Units  Estimated Accuracy
 PQ0114;SPC MN S     -   224,250.      783,590.      MT  (+/- 180 meters Scaled)
 PQ0114
 PQ0114                          SUPERSEDED SURVEY CONTROL
 PQ0114
 PQ0114  NGVD 29 (??/??/92)  295.521  (m)          969.56   (f) ADJ UNCH    2 0
 PQ0114
 PQ0114.Superseded values are not recommended for survey control.
 PQ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0114.See file dsdata.txt to determine how the superseded data were derived.
 PQ0114
 PQ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ035856(NAD 83)
 PQ0114
 PQ0114_MARKER: DD = SURVEY DISK
 PQ0114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0114_SP_SET: CULVERT
 PQ0114_STAMPING: 0708-EA 1970
 PQ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0114
 PQ0114  HISTORY     - Date     Condition        Report By
 PQ0114  HISTORY     - 1970     MONUMENTED       MNDT
 PQ0114  HISTORY     - 1973     GOOD             MNDT
 PQ0114  HISTORY     - 1978     GOOD             MNDT
 PQ0114  HISTORY     - 1981     GOOD             MNDT
 PQ0114
 PQ0114                          STATION DESCRIPTION
 PQ0114
 PQ0114'DESCRIBED BY MN DEPT OF TRANSP 1973
 PQ0114'1.3 MI NE FROM LAKE CRYSTAL.
 PQ0114'MARK IS LOCATED 1.3 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 PQ0114'T.H. 60 AND COUNTY ROAD 6 IN LAKE CRYSTAL, 0.25 MILES NORTHEAST OF
 PQ0114'COUNTY ROAD 112, IN THE SOUTHWEST (MOST SOUTHERLY) CORNER OF A
 PQ0114'CONCRETE BOX CULVERT (NO. 07006) UNDER T.H. 60 EAST BOUND (MILE POINT
 PQ0114'94.9) AT MINNEOPA CREEK.  NW 1/4 SECTION 33, T 108, R 28.
 PQ0114
 PQ0114                          STATION RECOVERY (1978)
 PQ0114
 PQ0114'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0114'THE MARK WAS FOUND, AS DESCRIBED, 1.3 MILES NORTHEAST ALONG TRUNK
 PQ0114'HIGHWAY 60 FROM THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL
 PQ0114'AND 0.2 MILES NORTHEAST OF COUNTY ROAD 112. IT IS 32.4 FT. SOUTHEAST
 PQ0114'OF AND 2 FT. LOWER THAN THE EASTBOUND CENTER OF TRUNK HIGHWAY 60 AT
 PQ0114'MILEPOINT 94.9. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHWEST END
 PQ0114'OF THE SOUTHEAST HEADWALL OF A 33 BY 8 FT. DEEP BOX CULVERT STRUCTURE
 PQ0114'NO. 07006 UNDER TRUNK HIGHWAY 60 AT MINNEOPA CREEK.
 PQ0114
 PQ0114                          STATION RECOVERY (1981)
 PQ0114
 PQ0114'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 PQ0114'THE MARK IS LOCATED 1.3 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0114'ITS RAILROAD BRIDGE IN LAKE CRYSTAL AND 0.2 MILE NORTHEAST OF COUNTY
 PQ0114'ROAD 112. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0708 EA
 PQ0114'1970---, IS SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 PQ0114'HEADWALL OF A 33 FOOT BY 8 FOOT DEEP BOX CULVERTN (BRIDGE NUMBER
 PQ0114'07006) UNDER TRUNK HIGHWAY 60 AT MINNEOPA CREEK. THE MARK IS 32.4
 PQ0114'FEET SOUTHEAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF THE EAST
 PQ0114'BOUND LANE OF TRUNK HIGHWAY 60 AT MILEPOINT 94.9 IN THE NORTHWEST
 PQ0114'QUARTER OF SECTION 33, T 108 N, R 28 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0570 ***********************************************************************
 PQ0570  DESIGNATION -  0708 F
 PQ0570  PID         -  PQ0570
 PQ0570  STATE/COUNTY-  MN/BLUE EARTH
 PQ0570  COUNTRY     -  US
 PQ0570  USGS QUAD   -  JUDSON (1974)
 PQ0570
 PQ0570                         *CURRENT SURVEY CONTROL
 PQ0570  ______________________________________________________________________
 PQ0570* NAD 83(1986) POSITION- 44 07 39.     (N) 094 11 12.     (W)   SCALED    
 PQ0570* NAVD 88 ORTHO HEIGHT -   296.821  (meters)     973.82  (feet) ADJUSTED  
 PQ0570  ______________________________________________________________________
 PQ0570  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ0570  DYNAMIC HEIGHT  -        296.771 (meters)      973.66  (feet) COMP
 PQ0570  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PQ0570
 PQ0570  VERT ORDER      -  SECOND    CLASS I
 PQ0570
 PQ0570.The horizontal coordinates were scaled from a topographic map and have
 PQ0570.an estimated accuracy of +/- 6 seconds.
 PQ0570.
 PQ0570.The orthometric height was determined by differential leveling and
 PQ0570.adjusted in June 1991.
 PQ0570
 PQ0570.The dynamic height is computed by dividing the NAVD 88
 PQ0570.geopotential number by the normal gravity value computed on the
 PQ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0570.degrees latitude (g = 980.6199 gals.).
 PQ0570
 PQ0570.The modeled gravity was interpolated from observed gravity values.
 PQ0570
 PQ0570;                    North         East    Units  Estimated Accuracy
 PQ0570;SPC MN S     -   225,300.      785,060.      MT  (+/- 180 meters Scaled)
 PQ0570
 PQ0570                          SUPERSEDED SURVEY CONTROL
 PQ0570
 PQ0570  NGVD 29 (??/??/92)  296.769  (m)          973.65   (f) ADJ UNCH    2 1
 PQ0570
 PQ0570.Superseded values are not recommended for survey control.
 PQ0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0570.See file dsdata.txt to determine how the superseded data were derived.
 PQ0570
 PQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ050867(NAD 83)
 PQ0570
 PQ0570_MARKER: DB = BENCH MARK DISK
 PQ0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0570_SP_SET: CONCRETE POST
 PQ0570_STAMPING: 0708 F 1960
 PQ0570_PROJECTION: RECESSED 10 CENTIMETERS
 PQ0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0570+STABILITY: SURFACE MOTION
 PQ0570
 PQ0570  HISTORY     - Date     Condition        Report By
 PQ0570  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0570  HISTORY     - 1978     GOOD             MNDT
 PQ0570
 PQ0570                          STATION DESCRIPTION
 PQ0570
 PQ0570'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0570'2.5 MI NE FROM LAKE CRYSTAL.
 PQ0570'THE MARK IS LOCATED 2.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0570'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 0.45 MILES
 PQ0570'SOUTHWEST OF COUNTY ROAD 114. IT IS 188.0 FT. NORTH NORTHEAST OF THE
 PQ0570'TRUNK HIGHWAY WESTBOUND MILEPOST 96, 104.6 FT. NORTH NORTHEAST OF THE
 PQ0570'NORTHWEST END OF A 36 INCH CONCRETE PIPE CULVERT UNDER WESTBOUND TRUNK
 PQ0570'HIGHWAY 60, 52.0 FT. NORTHWEST OF AND 7 FT. LOWER THAN THE CENTER OF
 PQ0570'TRUNK HIGHWAY 60 ENGINEER STATION 896 AND 48.0 FT. SOUTHEAST OF THE
 PQ0570'SOUTHEAST RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0571 ***********************************************************************
 PQ0571  DESIGNATION -  0708 G
 PQ0571  PID         -  PQ0571
 PQ0571  STATE/COUNTY-  MN/BLUE EARTH
 PQ0571  COUNTRY     -  US
 PQ0571  USGS QUAD   -  JUDSON (1974)
 PQ0571
 PQ0571                         *CURRENT SURVEY CONTROL
 PQ0571  ______________________________________________________________________
 PQ0571* NAD 83(1986) POSITION- 44 07 55.     (N) 094 10 41.     (W)   SCALED    
 PQ0571* NAVD 88 ORTHO HEIGHT -   296.763  (meters)     973.63  (feet) ADJUSTED  
 PQ0571  ______________________________________________________________________
 PQ0571  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ0571  DYNAMIC HEIGHT  -        296.715 (meters)      973.47  (feet) COMP
 PQ0571  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 PQ0571
 PQ0571  VERT ORDER      -  SECOND    CLASS I
 PQ0571
 PQ0571.The horizontal coordinates were scaled from a topographic map and have
 PQ0571.an estimated accuracy of +/- 6 seconds.
 PQ0571.
 PQ0571.The orthometric height was determined by differential leveling and
 PQ0571.adjusted in June 1991.
 PQ0571
 PQ0571.The dynamic height is computed by dividing the NAVD 88
 PQ0571.geopotential number by the normal gravity value computed on the
 PQ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0571.degrees latitude (g = 980.6199 gals.).
 PQ0571
 PQ0571.The modeled gravity was interpolated from observed gravity values.
 PQ0571
 PQ0571;                    North         East    Units  Estimated Accuracy
 PQ0571;SPC MN S     -   225,790.      785,750.      MT  (+/- 180 meters Scaled)
 PQ0571
 PQ0571                          SUPERSEDED SURVEY CONTROL
 PQ0571
 PQ0571  NGVD 29 (??/??/92)  296.713  (m)          973.47   (f) ADJ UNCH    2 1
 PQ0571
 PQ0571.Superseded values are not recommended for survey control.
 PQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0571.See file dsdata.txt to determine how the superseded data were derived.
 PQ0571
 PQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ057872(NAD 83)
 PQ0571
 PQ0571_MARKER: DB = BENCH MARK DISK
 PQ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0571_SP_SET: CONCRETE POST
 PQ0571_STAMPING: 0708 G 1960
 PQ0571_PROJECTION: PROJECTING 30 CENTIMETERS
 PQ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0571+STABILITY: SURFACE MOTION
 PQ0571
 PQ0571  HISTORY     - Date     Condition        Report By
 PQ0571  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0571  HISTORY     - 1978     GOOD             MNDT
 PQ0571
 PQ0571                          STATION DESCRIPTION
 PQ0571
 PQ0571'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0571'3.0 MI NE FROM LAKE CRYSTAL.
 PQ0571'THE MARK IS LOCATED 3.0 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0571'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL. IT IS 270 FT.
 PQ0571'NORTHEAST OF THE NORTHEAST END OF AN 18 INCH METAL CULVERT UNDER
 PQ0571'COUNTY ROAD 114, 53.0 FT. NORTHWEST OF THE CENTER OF WESTBOUND TRUNK
 PQ0571'HIGHWAY 60 AT MILEPOINT 96.55 ENGINEER STATION 924, 46.8 FT.
 PQ0571'SOUTHEAST OF THE SOUTHEAST RAIL OF THE CHICAGO AND NORTHWESTERN
 PQ0571'RAILROAD, AND 28.8 FT. NORTH OF A HIGHWAY SIGN POST RIGHT TURN LANE.
 PQ0571'IT IS A BENCH MARK DISK IN A MAGNETIC PRECAST CONCRETE MONUMENT
 PQ0571'PROJECTING 12 INCHES ABOVE GROUND AND 0.5 FT. SOUTHEAST OF A STEEL
 PQ0571'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0572 ***********************************************************************
 PQ0572  DESIGNATION -  0708 H
 PQ0572  PID         -  PQ0572
 PQ0572  STATE/COUNTY-  MN/BLUE EARTH
 PQ0572  COUNTRY     -  US
 PQ0572  USGS QUAD   -  JUDSON (1974)
 PQ0572
 PQ0572                         *CURRENT SURVEY CONTROL
 PQ0572  ______________________________________________________________________
 PQ0572* NAD 83(1986) POSITION- 44 08 08.     (N) 094 10 22.     (W)   SCALED    
 PQ0572* NAVD 88 ORTHO HEIGHT -   293.390  (meters)     962.56  (feet) ADJUSTED  
 PQ0572  ______________________________________________________________________
 PQ0572  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ0572  DYNAMIC HEIGHT  -        293.342 (meters)      962.41  (feet) COMP
 PQ0572  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 PQ0572
 PQ0572  VERT ORDER      -  SECOND    CLASS I
 PQ0572
 PQ0572.The horizontal coordinates were scaled from a topographic map and have
 PQ0572.an estimated accuracy of +/- 6 seconds.
 PQ0572.
 PQ0572.The orthometric height was determined by differential leveling and
 PQ0572.adjusted in June 1991.
 PQ0572
 PQ0572.The dynamic height is computed by dividing the NAVD 88
 PQ0572.geopotential number by the normal gravity value computed on the
 PQ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0572.degrees latitude (g = 980.6199 gals.).
 PQ0572
 PQ0572.The modeled gravity was interpolated from observed gravity values.
 PQ0572
 PQ0572;                    North         East    Units  Estimated Accuracy
 PQ0572;SPC MN S     -   226,190.      786,180.      MT  (+/- 180 meters Scaled)
 PQ0572
 PQ0572                          SUPERSEDED SURVEY CONTROL
 PQ0572
 PQ0572  NGVD 29 (??/??/92)  293.341  (m)          962.40   (f) ADJ UNCH    2 1
 PQ0572
 PQ0572.Superseded values are not recommended for survey control.
 PQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0572.See file dsdata.txt to determine how the superseded data were derived.
 PQ0572
 PQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061875(NAD 83)
 PQ0572
 PQ0572_MARKER: DB = BENCH MARK DISK
 PQ0572_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0572_SP_SET: ABUTMENT
 PQ0572_STAMPING: 0708 H 1960
 PQ0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0572
 PQ0572  HISTORY     - Date     Condition        Report By
 PQ0572  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0572  HISTORY     - 1978     GOOD             MNDT
 PQ0572
 PQ0572                          STATION DESCRIPTION
 PQ0572
 PQ0572'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0572'3.35 MI NE FROM LAKE CRYSTAL.
 PQ0572'THE MARK IS LOCATED 3.35 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0572'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 0.4 MILES
 PQ0572'NORTHEAST OF COUNTY ROAD 114. IT IS 90.7 FT. NORTHWEST OF AND 4 FT.
 PQ0572'HIGHER THAN THE CENTER OF TRUNK HIGHWAY 60 AT MILEPOINT 96.95 ENGINEER
 PQ0572'STATION 942 AND 17, 8.9 FT. SOUTHEAST OF AND 2 FT. LOWER THAN THE
 PQ0572'SOUTHEAST RAIL OF THE CHICAGO AND NORTHWESTERN RAILROAD. IT IS A
 PQ0572'BENCH MARK DISK CEMENTED IN THE SOUTHEAST END OF THE NORTHEAST
 PQ0572'ABUTMENT OF RAILROAD BRIDGE NUMBER 481 OVER A SMALL CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0573 ***********************************************************************
 PQ0573  DESIGNATION -  0708 I
 PQ0573  PID         -  PQ0573
 PQ0573  STATE/COUNTY-  MN/BLUE EARTH
 PQ0573  COUNTRY     -  US
 PQ0573  USGS QUAD   -  JUDSON (1974)
 PQ0573
 PQ0573                         *CURRENT SURVEY CONTROL
 PQ0573  ______________________________________________________________________
 PQ0573* NAD 83(1986) POSITION- 44 08 22.     (N) 094 09 58.     (W)   SCALED    
 PQ0573* NAVD 88 ORTHO HEIGHT -   288.466  (meters)     946.41  (feet) ADJUSTED  
 PQ0573  ______________________________________________________________________
 PQ0573  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ0573  DYNAMIC HEIGHT  -        288.419 (meters)      946.25  (feet) COMP
 PQ0573  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 PQ0573
 PQ0573  VERT ORDER      -  SECOND    CLASS I
 PQ0573
 PQ0573.The horizontal coordinates were scaled from a topographic map and have
 PQ0573.an estimated accuracy of +/- 6 seconds.
 PQ0573.
 PQ0573.The orthometric height was determined by differential leveling and
 PQ0573.adjusted in June 1991.
 PQ0573
 PQ0573.The dynamic height is computed by dividing the NAVD 88
 PQ0573.geopotential number by the normal gravity value computed on the
 PQ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0573.degrees latitude (g = 980.6199 gals.).
 PQ0573
 PQ0573.The modeled gravity was interpolated from observed gravity values.
 PQ0573
 PQ0573;                    North         East    Units  Estimated Accuracy
 PQ0573;SPC MN S     -   226,620.      786,710.      MT  (+/- 180 meters Scaled)
 PQ0573
 PQ0573                          SUPERSEDED SURVEY CONTROL
 PQ0573
 PQ0573  NGVD 29 (??/??/92)  288.417  (m)          946.25   (f) ADJ UNCH    2 1
 PQ0573
 PQ0573.Superseded values are not recommended for survey control.
 PQ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0573.See file dsdata.txt to determine how the superseded data were derived.
 PQ0573
 PQ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ067880(NAD 83)
 PQ0573
 PQ0573_MARKER: DB = BENCH MARK DISK
 PQ0573_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0573_SP_SET: CULVERT
 PQ0573_STAMPING: 0708 I 1970
 PQ0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0573+STABILITY: SURFACE MOTION
 PQ0573
 PQ0573  HISTORY     - Date     Condition        Report By
 PQ0573  HISTORY     - 1970     MONUMENTED       MNDT
 PQ0573  HISTORY     - 1978     GOOD             MNDT
 PQ0573
 PQ0573                          STATION DESCRIPTION
 PQ0573
 PQ0573'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0573'3.8 MI NE FROM LAKE CRYSTAL.
 PQ0573'THE MARK IS LOCATED 3.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0573'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 0.5 MILES
 PQ0573'SOUTHWEST OF COUNTY ROAD 115. IT IS 28.3 FT. SOUTHEAST OF AND 3 FT.
 PQ0573'LOWER THAN THE CENTER OF EASTBOUND TRUNK HIGHWAY 60 AT MILEPOINT 97.4.
 PQ0573'IT IS CEMENTED IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 PQ0573'38 BY 8 FT. DEEP BOX CULVERT STRUCTURE NUMBER 07007 UNDER TRUNK
 PQ0573'HIGHWAY 60 AT MINNEOPA CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0574 ***********************************************************************
 PQ0574  DESIGNATION -  0708 J
 PQ0574  PID         -  PQ0574
 PQ0574  STATE/COUNTY-  MN/BLUE EARTH
 PQ0574  COUNTRY     -  US
 PQ0574  USGS QUAD   -  JUDSON (1974)
 PQ0574
 PQ0574                         *CURRENT SURVEY CONTROL
 PQ0574  ______________________________________________________________________
 PQ0574* NAD 83(1986) POSITION- 44 08 32.     (N) 094 09 42.     (W)   SCALED    
 PQ0574* NAVD 88 ORTHO HEIGHT -   287.248  (meters)     942.41  (feet) ADJUSTED  
 PQ0574  ______________________________________________________________________
 PQ0574  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ0574  DYNAMIC HEIGHT  -        287.201 (meters)      942.26  (feet) COMP
 PQ0574  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 PQ0574
 PQ0574  VERT ORDER      -  SECOND    CLASS I
 PQ0574
 PQ0574.The horizontal coordinates were scaled from a topographic map and have
 PQ0574.an estimated accuracy of +/- 6 seconds.
 PQ0574.
 PQ0574.The orthometric height was determined by differential leveling and
 PQ0574.adjusted in June 1991.
 PQ0574
 PQ0574.The dynamic height is computed by dividing the NAVD 88
 PQ0574.geopotential number by the normal gravity value computed on the
 PQ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0574.degrees latitude (g = 980.6199 gals.).
 PQ0574
 PQ0574.The modeled gravity was interpolated from observed gravity values.
 PQ0574
 PQ0574;                    North         East    Units  Estimated Accuracy
 PQ0574;SPC MN S     -   226,930.      787,070.      MT  (+/- 180 meters Scaled)
 PQ0574
 PQ0574                          SUPERSEDED SURVEY CONTROL
 PQ0574
 PQ0574  NGVD 29 (??/??/92)  287.200  (m)          942.26   (f) ADJ UNCH    2 1
 PQ0574
 PQ0574.Superseded values are not recommended for survey control.
 PQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0574.See file dsdata.txt to determine how the superseded data were derived.
 PQ0574
 PQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ070883(NAD 83)
 PQ0574
 PQ0574_MARKER: DB = BENCH MARK DISK
 PQ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0574_SP_SET: CONCRETE POST
 PQ0574_STAMPING: 0708 J 1970
 PQ0574_PROJECTION: PROJECTING 5 CENTIMETERS
 PQ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0574+STABILITY: SURFACE MOTION
 PQ0574
 PQ0574  HISTORY     - Date     Condition        Report By
 PQ0574  HISTORY     - 1970     MONUMENTED       MNDT
 PQ0574  HISTORY     - 1978     GOOD             MNDT
 PQ0574
 PQ0574                          STATION DESCRIPTION
 PQ0574
 PQ0574'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0574'4.1 MI NE FROM LAKE CRYSTAL.
 PQ0574'THE MARK IS LOCATED 4.1 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0574'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 0.2 MILES
 PQ0574'SOUTHWEST OF COUNTY ROAD 115. IT IS 177.5 FT. EAST NORTHEAST OF THE
 PQ0574'SOUTHEAST END OF A 24 INCH CONCRETE CULVERT UNDER TRUNK HIGHWAY 60,
 PQ0574'94.0 FT. SOUTHEAST OF AND 1 FT. LOWER THAN THE CENTER OF EASTBOUND
 PQ0574'TRUNK HIGHWAY 60 AT MILEPOINT 97.65 ENGINEER STATION 980 AND 20. IT
 PQ0574'IS A BENCH MARK DISK IN A MAGNETIC PRECAST, CONCRETE MONUMENT
 PQ0574'PROJECTING 2 INCHES ABOVE GROUND, 0.6 FT. NORTHEAST OF A STEEL WITNESS
 PQ0574'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0575 ***********************************************************************
 PQ0575  DESIGNATION -  0708 K
 PQ0575  PID         -  PQ0575
 PQ0575  STATE/COUNTY-  MN/BLUE EARTH
 PQ0575  COUNTRY     -  US
 PQ0575  USGS QUAD   -  JUDSON (1974)
 PQ0575
 PQ0575                         *CURRENT SURVEY CONTROL
 PQ0575  ______________________________________________________________________
 PQ0575* NAD 83(1986) POSITION- 44 08 42.     (N) 094 08 46.     (W)   SCALED    
 PQ0575* NAVD 88 ORTHO HEIGHT -   294.954  (meters)     967.69  (feet) ADJUSTED  
 PQ0575  ______________________________________________________________________
 PQ0575  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ0575  DYNAMIC HEIGHT  -        294.907 (meters)      967.54  (feet) COMP
 PQ0575  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 PQ0575
 PQ0575  VERT ORDER      -  SECOND    CLASS I
 PQ0575
 PQ0575.The horizontal coordinates were scaled from a topographic map and have
 PQ0575.an estimated accuracy of +/- 6 seconds.
 PQ0575.
 PQ0575.The orthometric height was determined by differential leveling and
 PQ0575.adjusted in June 1991.
 PQ0575
 PQ0575.The dynamic height is computed by dividing the NAVD 88
 PQ0575.geopotential number by the normal gravity value computed on the
 PQ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0575.degrees latitude (g = 980.6199 gals.).
 PQ0575
 PQ0575.The modeled gravity was interpolated from observed gravity values.
 PQ0575
 PQ0575;                    North         East    Units  Estimated Accuracy
 PQ0575;SPC MN S     -   227,230.      788,310.      MT  (+/- 180 meters Scaled)
 PQ0575
 PQ0575                          SUPERSEDED SURVEY CONTROL
 PQ0575
 PQ0575  NGVD 29 (??/??/92)  294.909  (m)          967.55   (f) ADJ UNCH    2 1
 PQ0575
 PQ0575.Superseded values are not recommended for survey control.
 PQ0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0575.See file dsdata.txt to determine how the superseded data were derived.
 PQ0575
 PQ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ083886(NAD 83)
 PQ0575
 PQ0575_MARKER: DB = BENCH MARK DISK
 PQ0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0575_SP_SET: CONCRETE POST
 PQ0575_STAMPING: 0708 J 1978
 PQ0575_PROJECTION: FLUSH
 PQ0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0575+STABILITY: SURFACE MOTION
 PQ0575
 PQ0575  HISTORY     - Date     Condition        Report By
 PQ0575  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0575
 PQ0575                          STATION DESCRIPTION
 PQ0575
 PQ0575'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0575'4.75 MI NE FROM LAKE CRYSTAL.
 PQ0575'THE MARK IS LOCATED 4.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0575'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 1.35 MILES
 PQ0575'WEST OF THE JUNCTION WITH TRUNK HIGHWAY 169. IT IS 124 FT. EAST OF THE
 PQ0575'CENTER OF A FARM DRIVE SOUTH, 112 FT. WEST OF A POWER POLE WITH GUY
 PQ0575'WIRE, 99.0 FT. SOUTH OF, AND LEVEL WITH THE CENTER OF EASTBOUND TRUNK
 PQ0575'HIGHWAY 60 AT MILEPOINT 98.5 ENGINEER STATION 1025 AND 10.2 FT. WEST
 PQ0575'OF BURIED TELEPHONE CABLE PEDESTAL NUMBER B6 A1. IT IS A BENCH MARK
 PQ0575'DISK IN A MAGNETIC PRECAST, CONCRETE MONUMENT SET FLUSH WITH THE
 PQ0575'GROUND, 0.9 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0576 ***********************************************************************
 PQ0576  DESIGNATION -  0708 L
 PQ0576  PID         -  PQ0576
 PQ0576  STATE/COUNTY-  MN/BLUE EARTH
 PQ0576  COUNTRY     -  US
 PQ0576  USGS QUAD   -  JUDSON (1974)
 PQ0576
 PQ0576                         *CURRENT SURVEY CONTROL
 PQ0576  ______________________________________________________________________
 PQ0576* NAD 83(1986) POSITION- 44 08 41.     (N) 094 08 19.     (W)   SCALED    
 PQ0576* NAVD 88 ORTHO HEIGHT -   298.790  (meters)     980.28  (feet) ADJUSTED  
 PQ0576  ______________________________________________________________________
 PQ0576  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ0576  DYNAMIC HEIGHT  -        298.742 (meters)      980.12  (feet) COMP
 PQ0576  MODELED GRAVITY -    980,451.4   (mgal)                       NAVD 88
 PQ0576
 PQ0576  VERT ORDER      -  SECOND    CLASS I
 PQ0576
 PQ0576.The horizontal coordinates were scaled from a topographic map and have
 PQ0576.an estimated accuracy of +/- 6 seconds.
 PQ0576.
 PQ0576.The orthometric height was determined by differential leveling and
 PQ0576.adjusted in June 1991.
 PQ0576
 PQ0576.The dynamic height is computed by dividing the NAVD 88
 PQ0576.geopotential number by the normal gravity value computed on the
 PQ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0576.degrees latitude (g = 980.6199 gals.).
 PQ0576
 PQ0576.The modeled gravity was interpolated from observed gravity values.
 PQ0576
 PQ0576;                    North         East    Units  Estimated Accuracy
 PQ0576;SPC MN S     -   227,200.      788,910.      MT  (+/- 180 meters Scaled)
 PQ0576
 PQ0576                          SUPERSEDED SURVEY CONTROL
 PQ0576
 PQ0576  NGVD 29 (??/??/92)  298.745  (m)          980.13   (f) ADJ UNCH    2 1
 PQ0576
 PQ0576.Superseded values are not recommended for survey control.
 PQ0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0576.See file dsdata.txt to determine how the superseded data were derived.
 PQ0576
 PQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ089885(NAD 83)
 PQ0576
 PQ0576_MARKER: DB = BENCH MARK DISK
 PQ0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0576_SP_SET: CONCRETE POST
 PQ0576_STAMPING: 0708 L 1978
 PQ0576_PROJECTION: PROJECTING 3 CENTIMETERS
 PQ0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0576+STABILITY: SURFACE MOTION
 PQ0576
 PQ0576  HISTORY     - Date     Condition        Report By
 PQ0576  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0576
 PQ0576                          STATION DESCRIPTION
 PQ0576
 PQ0576'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0576'5.0 MI NE FROM LAKE CRYSTAL.
 PQ0576'THE MARK IS LOCATED 5.2 MILES NORTHEAST AONG TRUNK HIGHWAY 60 FROM THE
 PQ0576'TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 1.1 MILES WEST OF
 PQ0576'THE JUNCTION WITH TRUNK HIGHWAY 169 AT THE NORTH END OF A FENCE LINE.
 PQ0576'IT IS 129 FT. EAST OF A POWER POLE, 122.5 FT. WEST OF A POWER POLE,
 PQ0576'AND 98.5 FT. SOUTH OF THE CENTER OF EASTBOUND TRUNK HIGHWAY 60 AT
 PQ0576'MILEPOINT 98.9 ENGINEER STATION 1045 AND 25. IT IS A BENCH MARK DISK
 PQ0576'IN A 6 FT. PRECAT, MAGNETIC CONCRETE MONUMENT PROJECTING 1 INCH ABOVE
 PQ0576'GROUND, 1.8 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0578 ***********************************************************************
 PQ0578  DESIGNATION -  0708 M
 PQ0578  PID         -  PQ0578
 PQ0578  STATE/COUNTY-  MN/BLUE EARTH
 PQ0578  COUNTRY     -  US
 PQ0578  USGS QUAD   -  JUDSON (1974)
 PQ0578
 PQ0578                         *CURRENT SURVEY CONTROL
 PQ0578  ______________________________________________________________________
 PQ0578* NAD 83(1986) POSITION- 44 08 42.     (N) 094 07 44.     (W)   SCALED    
 PQ0578* NAVD 88 ORTHO HEIGHT -   295.833  (meters)     970.58  (feet) ADJUSTED  
 PQ0578  ______________________________________________________________________
 PQ0578  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ0578  DYNAMIC HEIGHT  -        295.786 (meters)      970.42  (feet) COMP
 PQ0578  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 PQ0578
 PQ0578  VERT ORDER      -  SECOND    CLASS I
 PQ0578
 PQ0578.The horizontal coordinates were scaled from a topographic map and have
 PQ0578.an estimated accuracy of +/- 6 seconds.
 PQ0578.
 PQ0578.The orthometric height was determined by differential leveling and
 PQ0578.adjusted in June 1991.
 PQ0578
 PQ0578.The dynamic height is computed by dividing the NAVD 88
 PQ0578.geopotential number by the normal gravity value computed on the
 PQ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0578.degrees latitude (g = 980.6199 gals.).
 PQ0578
 PQ0578.The modeled gravity was interpolated from observed gravity values.
 PQ0578
 PQ0578;                    North         East    Units  Estimated Accuracy
 PQ0578;SPC MN S     -   227,230.      789,690.      MT  (+/- 180 meters Scaled)
 PQ0578
 PQ0578                          SUPERSEDED SURVEY CONTROL
 PQ0578
 PQ0578  NGVD 29 (??/??/92)  295.789  (m)          970.43   (f) ADJ UNCH    2 1
 PQ0578
 PQ0578.Superseded values are not recommended for survey control.
 PQ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0578.See file dsdata.txt to determine how the superseded data were derived.
 PQ0578
 PQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ097885(NAD 83)
 PQ0578
 PQ0578_MARKER: DB = BENCH MARK DISK
 PQ0578_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ0578_SP_SET: PREFAB CONC. POST IN EARTH
 PQ0578_STAMPING: 0708 M 1978
 PQ0578_MARK LOGO: MNDT  
 PQ0578_PROJECTION: RECESSED 3 CENTIMETERS
 PQ0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0578+STABILITY: SURFACE MOTION
 PQ0578
 PQ0578  HISTORY     - Date     Condition        Report By
 PQ0578  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0578  HISTORY     - 19860908 GOOD             MNDT
 PQ0578
 PQ0578                          STATION DESCRIPTION
 PQ0578
 PQ0578'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0578'5.5 MI NE FROM LAKE CRYSTAL.
 PQ0578'THE MARK IS LOCATED 5.7 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0578'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 0.6 MILES
 PQ0578'WEST OF THE JUNCTION OF TRUNK HIGHWAY 169. IT IS 103.0 FT. NORTH OF
 PQ0578'AND 3 FT. LOWER THAN THE CENTER OF EAST BOUND TRUNK HIGHWAY 60 AT
 PQ0578'MILEPOINT 99.3 ENGINEER STATION 1071 AND 16 FT. SOUTHEAST OF A POWER
 PQ0578'POLE. IT IS A BENCH MARK DISK IN A 6 FT. PRECASE, MAGNETIC CONCRETE
 PQ0578'MONUMENT BURIED 1 INCH BELOW GROUND, 0.7 FT. SOUTH OF A STEEL
 PQ0578'WITNESS POST.
 PQ0578
 PQ0578                          STATION RECOVERY (1986)
 PQ0578
 PQ0578'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PQ0578'THE MARK IS LOCATED ABOUT 5.5 MILES (8.9 KM) NORTHEAST OF THE TOWN OF
 PQ0578'LAKE CRYSTAL, IN THE NE 1/4 OF SECTION 24, T108N, R28W, ON THE NORTH
 PQ0578'RIGHT-OF-WAY OF TRUNK HIGHWAY 60 AT MILEPOINT 99.3 (ENGINEERS STATION
 PQ0578'1071), 5.7 MILES (9.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PQ0578'RAILROAD BRIDGE IN LAKE CRYSTAL, AND 0.6 MILE (1.0 KM) WEST ALONG
 PQ0578'TRUNK HIGHWAY 60 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 ABOUT 5
 PQ0578'MILES (8.0 KM) WEST OF MANKATO. THE MARK, A STANDARD MNDT BENCH MARK
 PQ0578'DISK STAMPED---0708 M 1978---, IS SET IN THE TOP OF A 6-FOOT LONG
 PQ0578'PRECAST CONCRETE MONUMENT THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE
 PQ0578'SURFACE OF THE GROUND AND IS ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF
 PQ0578'THE EASTBOUND LANE OF THE HIGHWAY.  THE MARK IS 103.0 FEET (31.4 M)
 PQ0578'NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 60, 16
 PQ0578'FEET (4.9 M) SOUTHEAST OF A POWER POLE, AND 0.7 FOOT (21.3 CM) SOUTH
 PQ0578'OF A STEEL WITNESS POST.  THE MARK IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0583 ***********************************************************************
 PQ0583  DESIGNATION -  0710 A
 PQ0583  PID         -  PQ0583
 PQ0583  STATE/COUNTY-  MN/BLUE EARTH
 PQ0583  COUNTRY     -  US
 PQ0583  USGS QUAD   -  MANKATO WEST (1993)
 PQ0583
 PQ0583                         *CURRENT SURVEY CONTROL
 PQ0583  ______________________________________________________________________
 PQ0583* NAD 83(1986) POSITION- 44 09 11.     (N) 094 03 49.     (W)   SCALED    
 PQ0583* NAVD 88 ORTHO HEIGHT -   261.622  (meters)     858.34  (feet) ADJUSTED  
 PQ0583  ______________________________________________________________________
 PQ0583  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 PQ0583  DYNAMIC HEIGHT  -        261.582 (meters)      858.21  (feet) COMP
 PQ0583  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 PQ0583
 PQ0583  VERT ORDER      -  SECOND    CLASS I
 PQ0583
 PQ0583.The horizontal coordinates were scaled from a topographic map and have
 PQ0583.an estimated accuracy of +/- 6 seconds.
 PQ0583.
 PQ0583.The orthometric height was determined by differential leveling and
 PQ0583.adjusted in June 1991.
 PQ0583
 PQ0583.The dynamic height is computed by dividing the NAVD 88
 PQ0583.geopotential number by the normal gravity value computed on the
 PQ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0583.degrees latitude (g = 980.6199 gals.).
 PQ0583
 PQ0583.The modeled gravity was interpolated from observed gravity values.
 PQ0583
 PQ0583;                    North         East    Units  Estimated Accuracy
 PQ0583;SPC MN S     -   228,120.      794,910.      MT  (+/- 180 meters Scaled)
 PQ0583
 PQ0583                          SUPERSEDED SURVEY CONTROL
 PQ0583
 PQ0583  NGVD 29 (??/??/92)  261.587  (m)          858.22   (f) ADJ UNCH    2 1
 PQ0583
 PQ0583.Superseded values are not recommended for survey control.
 PQ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0583.See file dsdata.txt to determine how the superseded data were derived.
 PQ0583
 PQ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ149894(NAD 83)
 PQ0583
 PQ0583_MARKER: DB = BENCH MARK DISK
 PQ0583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0583_SP_SET: ABUTMENT
 PQ0583_STAMPING: 0710 A 1978
 PQ0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0583
 PQ0583  HISTORY     - Date     Condition        Report By
 PQ0583  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0583
 PQ0583                          STATION DESCRIPTION
 PQ0583
 PQ0583'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0583'1.5 MI WEST FROM MANKATO.
 PQ0583'THE MARK IS LOCATED 1.5 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 PQ0583'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO. IT IS
 PQ0583'82.0 FEET NORTH OF THE CENTER OF SOUTHBOUND TRUNK HIGHWAY 169 AT
 PQ0583'MILEPOINT 50.65, 23.2 FT. WEST SOUTHWEST OF AND 0.5 FT. HIGHER THAN
 PQ0583'THE CENTER OF TRUNK HIGHWAY 68 AT MILEPOINT 141.2. IT IS A VERTICAL
 PQ0583'CONTROL MONUMENT DISK CEMENTED IN THE SOUTHWEST CORNER ABUTMENT OF
 PQ0583'TRUNK HIGHWAY 68 BRIDGE NUMBER 5513 OVER THE CHICAGO AND NORTHWESTERN
 PQ0583'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1726 ***********************************************************************
 PQ1726  DESIGNATION -  0710 B
 PQ1726  PID         -  PQ1726
 PQ1726  STATE/COUNTY-  MN/BLUE EARTH
 PQ1726  COUNTRY     -  US
 PQ1726  USGS QUAD   -  COURTLAND (1964)
 PQ1726
 PQ1726                         *CURRENT SURVEY CONTROL
 PQ1726  ______________________________________________________________________
 PQ1726* NAD 83(1986) POSITION- 44 15 15.     (N) 094 20 26.     (W)   SCALED    
 PQ1726* NAVD 88 ORTHO HEIGHT -   246.451  (meters)     808.56  (feet) ADJUSTED  
 PQ1726  ______________________________________________________________________
 PQ1726  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1726  DYNAMIC HEIGHT  -        246.411 (meters)      808.43  (feet) COMP
 PQ1726  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 PQ1726
 PQ1726  VERT ORDER      -  SECOND    CLASS I
 PQ1726
 PQ1726.The horizontal coordinates were scaled from a topographic map and have
 PQ1726.an estimated accuracy of +/- 6 seconds.
 PQ1726.
 PQ1726.The orthometric height was determined by differential leveling and
 PQ1726.adjusted in June 1995.
 PQ1726
 PQ1726.The dynamic height is computed by dividing the NAVD 88
 PQ1726.geopotential number by the normal gravity value computed on the
 PQ1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1726.degrees latitude (g = 980.6199 gals.).
 PQ1726
 PQ1726.The modeled gravity was interpolated from observed gravity values.
 PQ1726
 PQ1726;                    North         East    Units  Estimated Accuracy
 PQ1726;SPC MN S     -   239,410.      772,800.      MT  (+/- 180 meters Scaled)
 PQ1726
 PQ1726                          SUPERSEDED SURVEY CONTROL
 PQ1726
 PQ1726.No superseded survey control is available for this station.
 PQ1726
 PQ1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK929009(NAD 83)
 PQ1726
 PQ1726_MARKER: DV = VERTICAL CONTROL DISK
 PQ1726_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1726_SP_SET: BRIDGE ABUTMENT
 PQ1726_STAMPING: 0710 B 1987
 PQ1726_MARK LOGO: MNDT  
 PQ1726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1726
 PQ1726  HISTORY     - Date     Condition        Report By
 PQ1726  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1726
 PQ1726                          STATION DESCRIPTION
 PQ1726
 PQ1726'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1726'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF THE TOWN OF
 PQ1726'COURTLAND, IN THE SE 1/4 OF SECTION 8, T109N, R29W, AT THE SOUTHEAST
 PQ1726'END OF BRIDGE NUMBER 52504 (NICOLET COUNTY ROAD 24 AND BLUE EARTH
 PQ1726'COUNTY ROAD 45 OVER THE MINNESOTA RIVER), 1.0 MILE (1.6 KM) SOUTH
 PQ1726'ALONG COUNTY ROAD 24 FROM ITS JUNCTION WITH TRUNK HIGHWAY 14 AT
 PQ1726'COURTLAND.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1726'STAMPED---0710 B 1987---, IS SET IN THE SOUTHEAST CORNER OF THE SOUTH
 PQ1726'ABUTMENT OF THE BRIDGE AND IS ABOUT LEVEL WITH COUNTY ROAD 45.  THE
 PQ1726'MARK IS 18.7 FEET (5.7 M) EAST OF THE CENTERLINE OF THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1727 ***********************************************************************
 PQ1727  DESIGNATION -  0710 C
 PQ1727  PID         -  PQ1727
 PQ1727  STATE/COUNTY-  MN/BLUE EARTH
 PQ1727  COUNTRY     -  US
 PQ1727  USGS QUAD   -  CAMBRIA (1965)
 PQ1727
 PQ1727                         *CURRENT SURVEY CONTROL
 PQ1727  ______________________________________________________________________
 PQ1727* NAD 83(2007) POSITION- 44 14 56.69322(N) 094 20 35.45143(W)   ADJUSTED  
 PQ1727* NAD 83(2007) ELLIP HT-   219.347 (meters)        (02/10/07)   ADJUSTED
 PQ1727* NAD 83(2007) EPOCH   -  2002.00
 PQ1727* NAVD 88 ORTHO HEIGHT -   247.513  (meters)     812.05  (feet) ADJUSTED  
 PQ1727  ______________________________________________________________________
 PQ1727  NAD 83(2007) X  -   -346,569.152 (meters)                     COMP
 PQ1727  NAD 83(2007) Y  - -4,563,222.727 (meters)                     COMP
 PQ1727  NAD 83(2007) Z  -  4,428,111.698 (meters)                     COMP
 PQ1727  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 PQ1727  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1727  DYNAMIC HEIGHT  -        247.472 (meters)      811.91  (feet) COMP
 PQ1727  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 PQ1727
 PQ1727  VERT ORDER      -  SECOND    CLASS I
 PQ1727
 PQ1727  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1727  Type                                         Horiz  Ellip  Dist(km)
 PQ1727  -------------------------------------------------------------------
 PQ1727  NETWORK                                       0.51   0.76
 PQ1727  -------------------------------------------------------------------
 PQ1727  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.55   0.85     13.04
 PQ1727  -------------------------------------------------------------------
 PQ1727  NOTE: Click here for information on individual local accuracy
 PQ1727  values and other accuracy information.
 PQ1727
 PQ1727
 PQ1727.The horizontal coordinates were established by GPS observations
 PQ1727.and adjusted by the National Geodetic Survey in February 2007.
 PQ1727
 PQ1727.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1727.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1727
 PQ1727.The horizontal coordinates are valid at the epoch date displayed above
 PQ1727.which is a decimal equivalence of Year/Month/Day.
 PQ1727
 PQ1727.The orthometric height was determined by differential leveling and
 PQ1727.adjusted in June 1995.
 PQ1727
 PQ1727.Photographs are available for this station.
 PQ1727
 PQ1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1727
 PQ1727.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1727
 PQ1727.The ellipsoidal height was determined by GPS observations
 PQ1727.and is referenced to NAD 83.
 PQ1727
 PQ1727.The dynamic height is computed by dividing the NAVD 88
 PQ1727.geopotential number by the normal gravity value computed on the
 PQ1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1727.degrees latitude (g = 980.6199 gals.).
 PQ1727
 PQ1727.The modeled gravity was interpolated from observed gravity values.
 PQ1727
 PQ1727. The following values were computed from the NAD 83(2007) position.
 PQ1727
 PQ1727;                    North         East     Units Scale Factor Converg.
 PQ1727;SPC MN S     -   238,844.621   772,592.129   MT  0.99993170   -0 14 26.0
 PQ1727;SPC MN S     -   783,609.39  2,534,746.01   sFT  0.99993170   -0 14 26.0
 PQ1727;UTM  15      - 4,900,415.547   392,762.929   MT  0.99974143   -0 56 14.4
 PQ1727
 PQ1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1727!SPC MN S     -   0.99996561  x   0.99993170  =   0.99989731
 PQ1727!UTM  15      -   0.99996561  x   0.99974143  =   0.99970705
 PQ1727
 PQ1727                          SUPERSEDED SURVEY CONTROL
 PQ1727
 PQ1727  NAD 83(1996)-  44 14 56.69263(N)    094 20 35.45061(W) AD(       ) 1
 PQ1727  ELLIP H (05/18/04)  219.385  (m)                       GP(       ) 3 1
 PQ1727  NAVD 88 (05/18/04)  247.51   (m)          812.0    (f) LEVELING    3  
 PQ1727
 PQ1727.Superseded values are not recommended for survey control.
 PQ1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1727.See file dsdata.txt to determine how the superseded data were derived.
 PQ1727
 PQ1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9276200415(NAD 83)
 PQ1727
 PQ1727_MARKER: DV = VERTICAL CONTROL DISK
 PQ1727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1727_SP_SET: ALUMINUM ALLOY ROD
 PQ1727_STAMPING: 0710 C 1987
 PQ1727_MARK LOGO: MNDT  
 PQ1727_PROJECTION: FLUSH
 PQ1727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1727+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PQ1727_ROD/PIPE-DEPTH:  9.1 meters
 PQ1727
 PQ1727  HISTORY     - Date     Condition        Report By
 PQ1727  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1727  HISTORY     - 20030806 GOOD             MNDT
 PQ1727  HISTORY     - 20050715 GOOD             MNDT
 PQ1727
 PQ1727                          STATION DESCRIPTION
 PQ1727
 PQ1727'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1727'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTH OF THE TOWN OF
 PQ1727'COURTLAND, IN THE NW 1/4 OF SECTION 17, T109N, R28W, IN THE SOUTHEAST
 PQ1727'QUADRANT OF THE CHICAGO AND NORTH WESTERN RAILWAY CROSSING OF BLUE
 PQ1727'EARTH COUNTY ROAD 45, 1.0 MILE (1.6 KM) SOUTH ALONG NICOLLET COUNTY
 PQ1727'ROAD 24 FROM ITS JUNCTION WITH TRUNK HIGHWAY 14 AT COURTLAND TO THE
 PQ1727'MINNESOTA RIVER, THENCE SOUTH ON BLUE EARTH COUNTY ROAD 45 TO THE
 PQ1727'RAILWAY CROSSING. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 PQ1727'DISK STAMPED---0710 C 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1727'DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS ABOUT LEVEL WITH COUNTY
 PQ1727'ROAD 45.  THE MARK IS 48.0 FEET (14.6 M) EAST OF THE CENTERLINE OF
 PQ1727'COUNTY ROAD 45, 43.0 FEET (13.1 M) SOUTH OF THE SOUTH RAIL OF THE
 PQ1727'RAILROAD TRACKS, 45.0 FEET (13.7 M) SOUTHEAST OF A RAILROAD SIGNAL
 PQ1727'POST, 58.0 FEET (17.7 M) NORTH OF THE CENTER OF AN ENTRANCE, 3.3 FEET
 PQ1727'(1.0 M) NORTH-NORTHWEST OF A CORNER FENCE POST AND 1.0 FOOT (0.3 M)
 PQ1727'WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1727'MAGNETIC.
 PQ1727
 PQ1727                          STATION RECOVERY (2003)
 PQ1727
 PQ1727'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1727'THE MARK WAS RECOVERED AS DESCRIBED, 1.3 MILES (2.1 KM) SOUTH OF TRUNK
 PQ1727'HIGHWAY 14 ON COUNTY ROAD 24 ( 4TH ST ), FLUSH, MAGNETIC.
 PQ1727
 PQ1727                          STATION RECOVERY (2005)
 PQ1727
 PQ1727'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1727'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1727'THE MARK IS 1.5 MILES (2.4 KM) SOUTH OF COURTLAND, 1.3 MILES (2.1 KM)
 PQ1727'SOUTH ALONG COUNTY ROAD 24 (4TH STREET) FROM JUNCTION OF COUNTY ROAD
 PQ1727'24 AND TRUNK HIGHWAY 14 IN COURTLAND, AT RAILROAD CROSSING OF BLUE
 PQ1727'EARTH COUNTY ROAD 45, 48.0 FEET (14.6 M) EAST OF COUNTY ROAD 45, 43.0
 PQ1727'FEET (13.1 M) SOUTH OF RAILROAD, 45.0 FEET (13.7 M) SOUTHEAST OF
 PQ1727'RAILROAD SIGNAL POST, 58.0 FEET (17.7 M) NORTH OF ENTRANCE, 3.3 FEET
 PQ1727'(1.0 M) NORTH-NORTHWEST OF CORNER FENCE POST, 1.0 FOOT (0.3 M) WEST OF
 PQ1727'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1728 ***********************************************************************
 PQ1728  DESIGNATION -  0710 D
 PQ1728  PID         -  PQ1728
 PQ1728  STATE/COUNTY-  MN/BLUE EARTH
 PQ1728  COUNTRY     -  US
 PQ1728  USGS QUAD   -  CAMBRIA (1965)
 PQ1728
 PQ1728                         *CURRENT SURVEY CONTROL
 PQ1728  ______________________________________________________________________
 PQ1728* NAD 83(1986) POSITION- 44 14 32.     (N) 094 19 32.     (W)   SCALED    
 PQ1728* NAVD 88 ORTHO HEIGHT -   246.078  (meters)     807.34  (feet) ADJUSTED  
 PQ1728  ______________________________________________________________________
 PQ1728  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ1728  DYNAMIC HEIGHT  -        246.038 (meters)      807.21  (feet) COMP
 PQ1728  MODELED GRAVITY -    980,447.9   (mgal)                       NAVD 88
 PQ1728
 PQ1728  VERT ORDER      -  SECOND    CLASS I
 PQ1728
 PQ1728.The horizontal coordinates were scaled from a topographic map and have
 PQ1728.an estimated accuracy of +/- 6 seconds.
 PQ1728.
 PQ1728.The orthometric height was determined by differential leveling and
 PQ1728.adjusted in June 1995.
 PQ1728
 PQ1728.The dynamic height is computed by dividing the NAVD 88
 PQ1728.geopotential number by the normal gravity value computed on the
 PQ1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1728.degrees latitude (g = 980.6199 gals.).
 PQ1728
 PQ1728.The modeled gravity was interpolated from observed gravity values.
 PQ1728
 PQ1728;                    North         East    Units  Estimated Accuracy
 PQ1728;SPC MN S     -   238,080.      774,000.      MT  (+/- 180 meters Scaled)
 PQ1728
 PQ1728                          SUPERSEDED SURVEY CONTROL
 PQ1728
 PQ1728.No superseded survey control is available for this station.
 PQ1728
 PQ1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ941996(NAD 83)
 PQ1728
 PQ1728_MARKER: DV = VERTICAL CONTROL DISK
 PQ1728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1728_SP_SET: ALUMINUM ALLOY ROD
 PQ1728_STAMPING: 0710 D 1987
 PQ1728_MARK LOGO: MNDT  
 PQ1728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1728
 PQ1728  HISTORY     - Date     Condition        Report By
 PQ1728  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1728
 PQ1728                          STATION DESCRIPTION
 PQ1728
 PQ1728'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1728'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) WEST-NORTHWEST THE TOWN OF
 PQ1728'CAMBRIA, IN THE SW 1/4 OF SECTION 16, T109N, R29W, 0.6 MILE (1.0 KM)
 PQ1728'WEST-NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 PQ1728'SOUTHEAST ROAD CROSSING AT CAMBRIA AND ABOUT 1 MILE (1.6 KM)
 PQ1728'EAST-SOUTHEAST ALONG THE RAILWAY FROM THE COUNTY ROAD 45 CROSSING
 PQ1728'WHICH IS ABOUT 1.5 MILES (2.4 KM) SOUTH OF COURTLAND.  THE MARK, A
 PQ1728'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0710
 PQ1728'D 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35-FOOT
 PQ1728'LONG ALUMINUM ROD THAT IS ABOUT LEVEL WITH THE TRACKS.  THE MARK IS
 PQ1728'ABOUT 300 FEET (91.4 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 68
 PQ1728'AT MILEPOINT 125.7, 35.4 FEET (10.8 M) NORTH OF THE NORTH RAIL OF THE
 PQ1728'TRACKS, 35.0 FEET (10.7 M) WEST OF THE CENTER OF A FIELD ENTRANCE,
 PQ1728'2.4 FEET (0.7 M) EAST OF A TELEGRAPH POLE AND 0.7 FOOT (21.3 CM) WEST
 PQ1728'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1728'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2094 ***********************************************************************
 PP2094  DESIGNATION -  0711 A
 PP2094  PID         -  PP2094
 PP2094  STATE/COUNTY-  MN/BLUE EARTH
 PP2094  COUNTRY     -  US
 PP2094  USGS QUAD   -  ST CLAIR (1974)
 PP2094
 PP2094                         *CURRENT SURVEY CONTROL
 PP2094  ______________________________________________________________________
 PP2094* NAD 83(1986) POSITION- 44 00 33.     (N) 093 46 52.     (W)   SCALED    
 PP2094* NAVD 88 ORTHO HEIGHT -   318.489  (meters)    1044.91  (feet) ADJUSTED  
 PP2094  ______________________________________________________________________
 PP2094  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 PP2094  DYNAMIC HEIGHT  -        318.425 (meters)     1044.70  (feet) COMP
 PP2094  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 PP2094
 PP2094  VERT ORDER      -  SECOND    CLASS I
 PP2094
 PP2094.The horizontal coordinates were scaled from a topographic map and have
 PP2094.an estimated accuracy of +/- 6 seconds.
 PP2094.
 PP2094.The orthometric height was determined by differential leveling and
 PP2094.adjusted in June 1991.
 PP2094
 PP2094.The dynamic height is computed by dividing the NAVD 88
 PP2094.geopotential number by the normal gravity value computed on the
 PP2094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2094.degrees latitude (g = 980.6199 gals.).
 PP2094
 PP2094.The modeled gravity was interpolated from observed gravity values.
 PP2094
 PP2094;                    North         East    Units  Estimated Accuracy
 PP2094;SPC MN S     -   212,150.      817,550.      MT  (+/- 180 meters Scaled)
 PP2094
 PP2094                          SUPERSEDED SURVEY CONTROL
 PP2094
 PP2094  NGVD 29 (??/??/92)  318.455  (m)         1044.80   (f) ADJ UNCH    2 1
 PP2094
 PP2094.Superseded values are not recommended for survey control.
 PP2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2094.See file dsdata.txt to determine how the superseded data were derived.
 PP2094
 PP2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ373731(NAD 83)
 PP2094
 PP2094_MARKER: DB = BENCH MARK DISK
 PP2094_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2094_SP_SET: COPPER-CLAD STEEL ROD
 PP2094_STAMPING: 0711 A 1978
 PP2094_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2094_ROD/PIPE-DEPTH: 12.2 meters
 PP2094
 PP2094  HISTORY     - Date     Condition        Report By
 PP2094  HISTORY     - 1978     MONUMENTED       MNDT
 PP2094  HISTORY     - 1979     GOOD             MNDT
 PP2094
 PP2094                          STATION DESCRIPTION
 PP2094
 PP2094'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2094'IN PEMBERTON.
 PP2094'THE MARK IS LOCATED AT PEMBERTON AT TRUNK HIGHWAY 83 MILEPOINT 9.50.
 PP2094'IT IS 131.7 FT. NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP2094'TRUNK HIGHWAY 83, 173 FT. SOUTHEAST OF THE CENTER OF AN ACCESS ROAD
 PP2094'BETWEEN A GAS STORAGE AREA AND A GRAIN ELEVATOR, AND 1.9 FT.
 PP2094'SOUTHEAST OF A CORNER POST STEEL OF A FENCE AROUND THE NATURAL GAS
 PP2094'STORAGE TANKS. THE MARK IS 0.9 FT. SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2089 ***********************************************************************
 PP2089  DESIGNATION -  0711 B
 PP2089  PID         -  PP2089
 PP2089  STATE/COUNTY-  MN/BLUE EARTH
 PP2089  COUNTRY     -  US
 PP2089  USGS QUAD   -  ST CLAIR (1974)
 PP2089
 PP2089                         *CURRENT SURVEY CONTROL
 PP2089  ______________________________________________________________________
 PP2089* NAD 83(1986) POSITION- 44 02 12.     (N) 093 48 40.     (W)   SCALED    
 PP2089* NAVD 88 ORTHO HEIGHT -   314.918  (meters)    1033.19  (feet) ADJUSTED  
 PP2089  ______________________________________________________________________
 PP2089  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 PP2089  DYNAMIC HEIGHT  -        314.856 (meters)     1032.99  (feet) COMP
 PP2089  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 PP2089
 PP2089  VERT ORDER      -  SECOND    CLASS I
 PP2089
 PP2089.The horizontal coordinates were scaled from a topographic map and have
 PP2089.an estimated accuracy of +/- 6 seconds.
 PP2089.
 PP2089.The orthometric height was determined by differential leveling and
 PP2089.adjusted in June 1991.
 PP2089
 PP2089.The dynamic height is computed by dividing the NAVD 88
 PP2089.geopotential number by the normal gravity value computed on the
 PP2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2089.degrees latitude (g = 980.6199 gals.).
 PP2089
 PP2089.The modeled gravity was interpolated from observed gravity values.
 PP2089
 PP2089;                    North         East    Units  Estimated Accuracy
 PP2089;SPC MN S     -   215,200.      815,140.      MT  (+/- 180 meters Scaled)
 PP2089
 PP2089                          SUPERSEDED SURVEY CONTROL
 PP2089
 PP2089  NGVD 29 (??/??/92)  314.884  (m)         1033.08   (f) ADJ UNCH    2 1
 PP2089
 PP2089.Superseded values are not recommended for survey control.
 PP2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2089.See file dsdata.txt to determine how the superseded data were derived.
 PP2089
 PP2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ350762(NAD 83)
 PP2089
 PP2089_MARKER: DB = BENCH MARK DISK
 PP2089_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2089_SP_SET: COPPER-CLAD STEEL ROD
 PP2089_STAMPING: 0711 B 1978
 PP2089_PROJECTION: PROJECTING 8 CENTIMETERS
 PP2089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2089_ROD/PIPE-DEPTH: 17.1 meters
 PP2089
 PP2089  HISTORY     - Date     Condition        Report By
 PP2089  HISTORY     - 1978     MONUMENTED       MNDT
 PP2089  HISTORY     - 1979     GOOD             MNDT
 PP2089
 PP2089                          STATION DESCRIPTION
 PP2089
 PP2089'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2089'2.4 MI NW FROM PEMBERTON.
 PP2089'THE MARK IS LOCATED 2.35 MILES NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 PP2089'THE JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 AT PEMBERTON AT
 PP2089'TRUNK HIGHWAY 83 MILEPOINT 12.05. IT IS 400 FT. NORTHEAST OF THE
 PP2089'CENTER OF TRUNK HIGHWAY 83, 35 FT. SOUTH OF AND 3 FT. LOWER THAN THE
 PP2089'CENTER OF AN EAST WEST TOWNSHIP ROAD, AND 1.3 FT. WEST OF A POWER
 PP2089'POLE. IT IS 0.8 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2088 ***********************************************************************
 PP2088  DESIGNATION -  0711 C
 PP2088  PID         -  PP2088
 PP2088  STATE/COUNTY-  MN/BLUE EARTH
 PP2088  COUNTRY     -  US
 PP2088  USGS QUAD   -  ST CLAIR (1974)
 PP2088
 PP2088                         *CURRENT SURVEY CONTROL
 PP2088  ______________________________________________________________________
 PP2088* NAD 83(1986) POSITION- 44 02 52.     (N) 093 49 29.     (W)   SCALED    
 PP2088* NAVD 88 ORTHO HEIGHT -   312.161  (meters)    1024.15  (feet) ADJUSTED  
 PP2088  ______________________________________________________________________
 PP2088  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 PP2088  DYNAMIC HEIGHT  -        312.101 (meters)     1023.95  (feet) COMP
 PP2088  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 PP2088
 PP2088  VERT ORDER      -  SECOND    CLASS I
 PP2088
 PP2088.The horizontal coordinates were scaled from a topographic map and have
 PP2088.an estimated accuracy of +/- 6 seconds.
 PP2088.
 PP2088.The orthometric height was determined by differential leveling and
 PP2088.adjusted in June 1991.
 PP2088
 PP2088.The dynamic height is computed by dividing the NAVD 88
 PP2088.geopotential number by the normal gravity value computed on the
 PP2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2088.degrees latitude (g = 980.6199 gals.).
 PP2088
 PP2088.The modeled gravity was interpolated from observed gravity values.
 PP2088
 PP2088;                    North         East    Units  Estimated Accuracy
 PP2088;SPC MN S     -   216,440.      814,050.      MT  (+/- 180 meters Scaled)
 PP2088
 PP2088                          SUPERSEDED SURVEY CONTROL
 PP2088
 PP2088  NGVD 29 (??/??/92)  312.127  (m)         1024.04   (f) ADJ UNCH    2 1
 PP2088
 PP2088.Superseded values are not recommended for survey control.
 PP2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2088.See file dsdata.txt to determine how the superseded data were derived.
 PP2088
 PP2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ339775(NAD 83)
 PP2088
 PP2088_MARKER: DB = BENCH MARK DISK
 PP2088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2088_SP_SET: COPPER-CLAD STEEL ROD
 PP2088_STAMPING: 0711 C 1978
 PP2088_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2088_ROD/PIPE-DEPTH: 17.1 meters
 PP2088
 PP2088  HISTORY     - Date     Condition        Report By
 PP2088  HISTORY     - 1978     MONUMENTED       MNDT
 PP2088  HISTORY     - 1979     GOOD             MNDT
 PP2088
 PP2088                          STATION DESCRIPTION
 PP2088
 PP2088'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2088'3.0 MI SE FROM ST CLAIR.
 PP2088'THE MARK IS LOCATED 2.95 MILES SOUTHEAST ALONG TRUNK HIGHWAY 83
 PP2088'FROM THE JUNCTION OF COUNTY ROAD 15 AT ST. CLAIR AT TRUNK HIGHWAY 83
 PP2088'MILEPOINT 13.0. IT IS 80 FT. SOUTHWEST OF THE CENTER OF TRUNK HIGHWAY
 PP2088'83, 181 FT. SOUTH SOUTHEAST OF THE SOUTHWEST END OF A 24 INCH CONCRETE
 PP2088'PIPE UNDER TRUNK HIGHWAY 83, 161 FT. SOUTH OF TRUNK HIGHWAY 83
 PP2088'MILEPOST 13, AND ON THE EAST WEST 16TH LINE FENCE OF SECTION 27. IT
 PP2088'IS 0.9 FT. NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2087 ***********************************************************************
 PP2087  DESIGNATION -  0711 D
 PP2087  PID         -  PP2087
 PP2087  STATE/COUNTY-  MN/BLUE EARTH
 PP2087  COUNTRY     -  US
 PP2087  USGS QUAD   -  ST CLAIR (1974)
 PP2087
 PP2087                         *CURRENT SURVEY CONTROL
 PP2087  ______________________________________________________________________
 PP2087* NAD 83(2007) POSITION- 44 03 30.12637(N) 093 50 10.85267(W)   ADJUSTED  
 PP2087* NAD 83(2007) ELLIP HT-   277.668 (meters)        (02/10/07)   ADJUSTED
 PP2087* NAD 83(2007) EPOCH   -  2002.00
 PP2087* NAVD 88 ORTHO HEIGHT -   306.391  (meters)    1005.22  (feet) ADJUSTED  
 PP2087  ______________________________________________________________________
 PP2087  NAD 83(2007) X  -   -307,180.766 (meters)                     COMP
 PP2087  NAD 83(2007) Y  - -4,580,880.547 (meters)                     COMP
 PP2087  NAD 83(2007) Z  -  4,412,947.669 (meters)                     COMP
 PP2087  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC09
 PP2087  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 PP2087  DYNAMIC HEIGHT  -        306.333 (meters)     1005.03  (feet) COMP
 PP2087  MODELED GRAVITY -    980,420.3   (mgal)                       NAVD 88
 PP2087
 PP2087  VERT ORDER      -  SECOND    CLASS I
 PP2087
 PP2087  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP2087  Type                                         Horiz  Ellip  Dist(km)
 PP2087  -------------------------------------------------------------------
 PP2087  NETWORK                                       0.52   0.80
 PP2087  -------------------------------------------------------------------
 PP2087  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.54   0.82      8.95
 PP2087  -------------------------------------------------------------------
 PP2087  NOTE: Click here for information on individual local accuracy
 PP2087  values and other accuracy information.
 PP2087
 PP2087
 PP2087.The horizontal coordinates were established by GPS observations
 PP2087.and adjusted by the National Geodetic Survey in February 2007.
 PP2087
 PP2087.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP2087.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP2087
 PP2087.The horizontal coordinates are valid at the epoch date displayed above
 PP2087.which is a decimal equivalence of Year/Month/Day.
 PP2087
 PP2087.The orthometric height was determined by differential leveling and
 PP2087.adjusted in June 1991.
 PP2087
 PP2087.Photographs are available for this station.
 PP2087
 PP2087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2087
 PP2087.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2087
 PP2087.The ellipsoidal height was determined by GPS observations
 PP2087.and is referenced to NAD 83.
 PP2087
 PP2087.The dynamic height is computed by dividing the NAVD 88
 PP2087.geopotential number by the normal gravity value computed on the
 PP2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2087.degrees latitude (g = 980.6199 gals.).
 PP2087
 PP2087.The modeled gravity was interpolated from observed gravity values.
 PP2087
 PP2087. The following values were computed from the NAD 83(2007) position.
 PP2087
 PP2087;                    North         East     Units Scale Factor Converg.
 PP2087;SPC MN S     -   217,610.345   813,112.391   MT  0.99995177   +0 06 52.9
 PP2087;SPC MN S     -   713,943.27  2,667,686.24   sFT  0.99995177   +0 06 52.9
 PP2087;UTM  15      - 4,878,695.724   433,012.234   MT  0.99965519   -0 34 53.8
 PP2087
 PP2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2087!SPC MN S     -   0.99995646  x   0.99995177  =   0.99990823
 PP2087!UTM  15      -   0.99995646  x   0.99965519  =   0.99961167
 PP2087
 PP2087                          SUPERSEDED SURVEY CONTROL
 PP2087
 PP2087  NAD 83(1996)-  44 03 30.12584(N)    093 50 10.85196(W) AD(       ) 1
 PP2087  ELLIP H (05/18/04)  277.715  (m)                       GP(       ) 3 1
 PP2087  NAVD 88 (05/18/04)  306.39   (m)         1005.2    (f) LEVELING    3  
 PP2087  NGVD 29 (??/??/92)  306.358  (m)         1005.11   (f) ADJ UNCH    2 1
 PP2087
 PP2087.Superseded values are not recommended for survey control.
 PP2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2087.See file dsdata.txt to determine how the superseded data were derived.
 PP2087
 PP2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3301278695(NAD 83)
 PP2087
 PP2087_MARKER: DV = VERTICAL CONTROL DISK
 PP2087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2087_SP_SET: COPPER-CLAD STEEL ROD
 PP2087_STAMPING: 0711 D 1978
 PP2087_MARK LOGO: MNDT  
 PP2087_PROJECTION: FLUSH
 PP2087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2087+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 PP2087_ROD/PIPE-DEPTH: 12.2 meters
 PP2087
 PP2087  HISTORY     - Date     Condition        Report By
 PP2087  HISTORY     - 1978     MONUMENTED       MNDT
 PP2087  HISTORY     - 1979     GOOD             MNDT
 PP2087  HISTORY     - 20030807 GOOD             MNDT
 PP2087  HISTORY     - 20040607 GOOD             MNDT
 PP2087
 PP2087                          STATION DESCRIPTION
 PP2087
 PP2087'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2087'2.0 MI SOUTH FROM ST CLAIR.
 PP2087'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 83 FROM THE
 PP2087'JUNCTION OF COUNTY ROAD 15 AT ST. CLAIR AT TRUNK HIGHWAY 83
 PP2087'MILEPOINT 13.90. IT IS 97.0 FT. SOUTHWEST OF AND 5 FT. LOWER THAN THE
 PP2087'CENTERLINE OF TRUNK HIGHWAY 83, 237.6 FT. NORTHWEST OF TELEPHONE
 PP2087'PEDESTAL NUMBERED C 3 K BURIED CABLE, AND 3.0 FT. EAST OF A POWER
 PP2087'POLE WITH GUY WIRES OF AN EAST WEST POWER LINE. IT IS 1.0 FT.
 PP2087'NORTHEAST OF A STEEL WITNESS POST.
 PP2087
 PP2087                          STATION RECOVERY (2003)
 PP2087
 PP2087'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PP2087'THE MARK WAS RECOVERED AS DESCRIBED, FLUSH.
 PP2087
 PP2087                          STATION RECOVERY (2004)
 PP2087
 PP2087'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP2087'2.0 MILES (3.2 KM) SOUTH FROM SAINT CLAIR, 2 MILES (3.2 KM) SOUTH OF
 PP2087'JUNCTION OF TRUNK H IGHWAY 83 AND COUNTY ROAD 15 AT SAINT CLAIR, AT
 PP2087'TRUNK HIGHWAY 83 MILEP OINT 13.90, 97 FEET (29.6 M) SOUTHWEST OF TRUNK
 PP2087'HIGHWAY 83, 237.6 FEET (72.4 M) NORTHWES T OF TELEPHONE PEDESTAL C3K,
 PP2087'3.2 FEET (1.0 M) EAST OF POWER POLE WITH GUY WIRE S, 1.0 FEET (0.3 M)
 PP2087'NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2086 ***********************************************************************
 PP2086  DESIGNATION -  0711 E
 PP2086  PID         -  PP2086
 PP2086  STATE/COUNTY-  MN/BLUE EARTH
 PP2086  COUNTRY     -  US
 PP2086  USGS QUAD   -  ST CLAIR (1974)
 PP2086
 PP2086                         *CURRENT SURVEY CONTROL
 PP2086  ______________________________________________________________________
 PP2086* NAD 83(1986) POSITION- 44 04 23.     (N) 093 51 03.     (W)   SCALED    
 PP2086* NAVD 88 ORTHO HEIGHT -   308.024  (meters)    1010.58  (feet) ADJUSTED  
 PP2086  ______________________________________________________________________
 PP2086  GEOID HEIGHT    -        -28.70  (meters)                     GEOID09
 PP2086  DYNAMIC HEIGHT  -        307.967 (meters)     1010.39  (feet) COMP
 PP2086  MODELED GRAVITY -    980,423.6   (mgal)                       NAVD 88
 PP2086
 PP2086  VERT ORDER      -  SECOND    CLASS I
 PP2086
 PP2086.The horizontal coordinates were scaled from a topographic map and have
 PP2086.an estimated accuracy of +/- 6 seconds.
 PP2086.
 PP2086.The orthometric height was determined by differential leveling and
 PP2086.adjusted in June 1991.
 PP2086
 PP2086.The dynamic height is computed by dividing the NAVD 88
 PP2086.geopotential number by the normal gravity value computed on the
 PP2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2086.degrees latitude (g = 980.6199 gals.).
 PP2086
 PP2086.The modeled gravity was interpolated from observed gravity values.
 PP2086
 PP2086;                    North         East    Units  Estimated Accuracy
 PP2086;SPC MN S     -   219,240.      811,950.      MT  (+/- 180 meters Scaled)
 PP2086
 PP2086                          SUPERSEDED SURVEY CONTROL
 PP2086
 PP2086  NGVD 29 (??/??/92)  307.991  (m)         1010.47   (f) ADJ UNCH    2 1
 PP2086
 PP2086.Superseded values are not recommended for survey control.
 PP2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2086.See file dsdata.txt to determine how the superseded data were derived.
 PP2086
 PP2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ318803(NAD 83)
 PP2086
 PP2086_MARKER: DB = BENCH MARK DISK
 PP2086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2086_SP_SET: COPPER-CLAD STEEL ROD
 PP2086_STAMPING: 0711 E 1978
 PP2086_PROJECTION: PROJECTING 8 CENTIMETERS
 PP2086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2086_ROD/PIPE-DEPTH: 11.9 meters
 PP2086
 PP2086  HISTORY     - Date     Condition        Report By
 PP2086  HISTORY     - 1978     MONUMENTED       MNDT
 PP2086  HISTORY     - 1979     GOOD             MNDT
 PP2086
 PP2086                          STATION DESCRIPTION
 PP2086
 PP2086'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2086'0.75 MI SE FROM ST CLAIR.
 PP2086'THE MARK IS LOCATED 0.75 MILE SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 PP2086'THE JUNCTION OF COUNTY ROAD 15 AT ST. CLAIR, AT TRUNK HIGHWAY 83
 PP2086'MILEPOINT 15.15. IT IS 74.8 FT. NORTHEAST OF AND 1 FT. LOWER THAN THE
 PP2086'CENTERLINE OF TRUNK HIGHWAY 83 AND 2.6 FT. SOUTHEAST OF A STEEL SIGN
 PP2086'POST RIGHT OF WAY. IT IS 0.8 FT. SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2084 ***********************************************************************
 PP2084  DESIGNATION -  0711 F
 PP2084  PID         -  PP2084
 PP2084  STATE/COUNTY-  MN/BLUE EARTH
 PP2084  COUNTRY     -  US
 PP2084  USGS QUAD   -  ST CLAIR (1974)
 PP2084
 PP2084                         *CURRENT SURVEY CONTROL
 PP2084  ______________________________________________________________________
 PP2084* NAD 83(1986) POSITION- 44 04 49.     (N) 093 51 20.     (W)   SCALED    
 PP2084* NAVD 88 ORTHO HEIGHT -   303.595  (meters)     996.04  (feet) ADJUSTED  
 PP2084  ______________________________________________________________________
 PP2084  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 PP2084  DYNAMIC HEIGHT  -        303.538 (meters)      995.86  (feet) COMP
 PP2084  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 PP2084
 PP2084  VERT ORDER      -  SECOND    CLASS I
 PP2084
 PP2084.The horizontal coordinates were scaled from a topographic map and have
 PP2084.an estimated accuracy of +/- 6 seconds.
 PP2084.
 PP2084.The orthometric height was determined by differential leveling and
 PP2084.adjusted in June 1991.
 PP2084
 PP2084.The dynamic height is computed by dividing the NAVD 88
 PP2084.geopotential number by the normal gravity value computed on the
 PP2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2084.degrees latitude (g = 980.6199 gals.).
 PP2084
 PP2084.The modeled gravity was interpolated from observed gravity values.
 PP2084
 PP2084;                    North         East    Units  Estimated Accuracy
 PP2084;SPC MN S     -   220,040.      811,570.      MT  (+/- 180 meters Scaled)
 PP2084
 PP2084                          SUPERSEDED SURVEY CONTROL
 PP2084
 PP2084  NGVD 29 (??/??/92)  303.561  (m)          995.93   (f) ADJ UNCH    2 1
 PP2084
 PP2084.Superseded values are not recommended for survey control.
 PP2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2084.See file dsdata.txt to determine how the superseded data were derived.
 PP2084
 PP2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ314811(NAD 83)
 PP2084
 PP2084_MARKER: DB = BENCH MARK DISK
 PP2084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP2084_SP_SET: CITY TANK LEG
 PP2084_STAMPING: 0711 F 1978
 PP2084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2084
 PP2084  HISTORY     - Date     Condition        Report By
 PP2084  HISTORY     - 1978     MONUMENTED       MNDT
 PP2084  HISTORY     - 1979     GOOD             MNDT
 PP2084
 PP2084                          STATION DESCRIPTION
 PP2084
 PP2084'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2084'IN ST CLAIR.
 PP2084'THE MARK IS LOCATED 0.25 MILE NORTHEAST ALONG COUNTY ROAD 15 AGENCY
 PP2084'ST. FROM THE JUNCTION OF TRUNK HIGHWAY 83 AT ST. CLAIR, THENCE
 PP2084'SOUTHEAST ALONG MAIN ST. FOR 0.2 MILE TO COUNTY ROAD 28 PARK ST.,
 PP2084'THENCE 0.05 MILE SOUTH SOUTHWEST TO THE CORNER OF PARK ST. AND FRONT
 PP2084'ST. AND THE CITY WATER TANK ON THE LEFT. IT IS 77 FT. EAST OF THE
 PP2084'CENTER OF PARK ST. 36 FT. SOUTH OF THE EXTENDED CENTER OF FRONT ST.,
 PP2084'AND 77.8 FT. NORTH OF THE NORTH EDGE OF A 2 STORY FRAME HOUSE WHITE.
 PP2084'SET IN THE NORTH CORNER OF THE NORTHEAST LEG OF THE CITY TANK AND IS
 PP2084'1 FT. ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2085 ***********************************************************************
 PP2085  DESIGNATION -  0711 F 1
 PP2085  PID         -  PP2085
 PP2085  STATE/COUNTY-  MN/BLUE EARTH
 PP2085  COUNTRY     -  US
 PP2085  USGS QUAD   -  ST CLAIR (1974)
 PP2085
 PP2085                         *CURRENT SURVEY CONTROL
 PP2085  ______________________________________________________________________
 PP2085* NAD 83(1986) POSITION- 44 04 59.     (N) 093 51 18.     (W)   SCALED    
 PP2085* NAVD 88 ORTHO HEIGHT -   297.624  (meters)     976.45  (feet) ADJUSTED  
 PP2085  ______________________________________________________________________
 PP2085  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 PP2085  DYNAMIC HEIGHT  -        297.569 (meters)      976.27  (feet) COMP
 PP2085  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 PP2085
 PP2085  VERT ORDER      -  SECOND    CLASS I
 PP2085
 PP2085.The horizontal coordinates were scaled from a topographic map and have
 PP2085.an estimated accuracy of +/- 6 seconds.
 PP2085.
 PP2085.The orthometric height was determined by differential leveling and
 PP2085.adjusted in June 1991.
 PP2085
 PP2085.The dynamic height is computed by dividing the NAVD 88
 PP2085.geopotential number by the normal gravity value computed on the
 PP2085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2085.degrees latitude (g = 980.6199 gals.).
 PP2085
 PP2085.The modeled gravity was interpolated from observed gravity values.
 PP2085
 PP2085;                    North         East    Units  Estimated Accuracy
 PP2085;SPC MN S     -   220,350.      811,610.      MT  (+/- 180 meters Scaled)
 PP2085
 PP2085                          SUPERSEDED SURVEY CONTROL
 PP2085
 PP2085  NGVD 29 (??/??/92)  297.591  (m)          976.35   (f) ADJ UNCH    2 1
 PP2085
 PP2085.Superseded values are not recommended for survey control.
 PP2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2085.See file dsdata.txt to determine how the superseded data were derived.
 PP2085
 PP2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ315814(NAD 83)
 PP2085
 PP2085_MARKER: DB = BENCH MARK DISK
 PP2085_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2085_SP_SET: BRIDGE
 PP2085_STAMPING: 0711 F 1 1978
 PP2085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2085
 PP2085  HISTORY     - Date     Condition        Report By
 PP2085  HISTORY     - 1978     MONUMENTED       MNDT
 PP2085  HISTORY     - 1979     GOOD             MNDT
 PP2085
 PP2085                          STATION DESCRIPTION
 PP2085
 PP2085'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2085'IN ST CLAIR.
 PP2085'THE MARK IS LOCATED 0.25 MILE NORTHEAST ALONG COUNTY ROAD 15 AGENCY
 PP2085'ST. FROM THE JUNCTION OF TRUNK HIGHWAY 83 AT ST. CLAIR, THENCE 0.2
 PP2085'MILE SOUTHEAST ALONG MAIN ST. TO THE JUNCTION OF COUNTY ROAD 28
 PP2085'PARK ST., THENCE 0.1 MILE NORTH ALONG COUNTY ROAD 28 TO THE COUNTY
 PP2085'RD. 28 BRIDGE OVER THE LESUEUR RIVER. IT IS 17.7 FT. EAST OF AND
 PP2085'ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 28. SET IN THE
 PP2085'SOUTHEAST CORNER OF BRIDGE NUMBER 7220, COUNTY ROAD 28, OVER THE
 PP2085'LESUEUR RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2082 ***********************************************************************
 PP2082  DESIGNATION -  0711 G
 PP2082  PID         -  PP2082
 PP2082  STATE/COUNTY-  MN/BLUE EARTH
 PP2082  COUNTRY     -  US
 PP2082  USGS QUAD   -  ST CLAIR (1974)
 PP2082
 PP2082                         *CURRENT SURVEY CONTROL
 PP2082  ______________________________________________________________________
 PP2082* NAD 83(1986) POSITION- 44 05 19.     (N) 093 52 24.     (W)   SCALED    
 PP2082* NAVD 88 ORTHO HEIGHT -   295.745  (meters)     970.29  (feet) ADJUSTED  
 PP2082  ______________________________________________________________________
 PP2082  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 PP2082  DYNAMIC HEIGHT  -        295.691 (meters)      970.11  (feet) COMP
 PP2082  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 PP2082
 PP2082  VERT ORDER      -  SECOND    CLASS I
 PP2082
 PP2082.The horizontal coordinates were scaled from a topographic map and have
 PP2082.an estimated accuracy of +/- 6 seconds.
 PP2082.
 PP2082.The orthometric height was determined by differential leveling and
 PP2082.adjusted in June 1991.
 PP2082
 PP2082.The dynamic height is computed by dividing the NAVD 88
 PP2082.geopotential number by the normal gravity value computed on the
 PP2082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2082.degrees latitude (g = 980.6199 gals.).
 PP2082
 PP2082.The modeled gravity was interpolated from observed gravity values.
 PP2082
 PP2082;                    North         East    Units  Estimated Accuracy
 PP2082;SPC MN S     -   220,970.      810,140.      MT  (+/- 180 meters Scaled)
 PP2082
 PP2082                          SUPERSEDED SURVEY CONTROL
 PP2082
 PP2082  NGVD 29 (??/??/92)  295.712  (m)          970.18   (f) ADJ UNCH    2 1
 PP2082
 PP2082.Superseded values are not recommended for survey control.
 PP2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2082.See file dsdata.txt to determine how the superseded data were derived.
 PP2082
 PP2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ300820(NAD 83)
 PP2082
 PP2082_MARKER: DB = BENCH MARK DISK
 PP2082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP2082_SP_SET: CULVERT
 PP2082_STAMPING: 0711 G 1978
 PP2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2082+STABILITY: SURFACE MOTION
 PP2082
 PP2082  HISTORY     - Date     Condition        Report By
 PP2082  HISTORY     - 1978     MONUMENTED       MNDT
 PP2082  HISTORY     - 1979     GOOD             MNDT
 PP2082
 PP2082                          STATION DESCRIPTION
 PP2082
 PP2082'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2082'0.8 MI NW FROM ST CLAIR.
 PP2082'THE MARK IS LOCATED 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 PP2082'THE JUNCTION OF COUNTY ROAD 15 AT ST. CLAIR TO COUNTY ROAD 43 AND A
 PP2082'COUNTY DITCH AT TRUNK HIGHWAY 83 MILEPOINT 16.75. IT IS 35.0 FT.
 PP2082'NORTHEAST OF AND 8 FT. LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 83.
 PP2082'SET IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 15 FT. WIDE
 PP2082'BY 12 FT. DEEP BOX CULVERT AT COUNTY DITCH NUMBER 88.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2081 ***********************************************************************
 PP2081  DESIGNATION -  0711 H
 PP2081  PID         -  PP2081
 PP2081  STATE/COUNTY-  MN/BLUE EARTH
 PP2081  COUNTRY     -  US
 PP2081  USGS QUAD   -  BEAUFORD (1974)
 PP2081
 PP2081                         *CURRENT SURVEY CONTROL
 PP2081  ______________________________________________________________________
 PP2081* NAD 83(1986) POSITION- 44 05 40.     (N) 093 52 33.     (W)   SCALED    
 PP2081* NAVD 88 ORTHO HEIGHT -   298.296  (meters)     978.66  (feet) ADJUSTED  
 PP2081  ______________________________________________________________________
 PP2081  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 PP2081  DYNAMIC HEIGHT  -        298.242 (meters)      978.48  (feet) COMP
 PP2081  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 PP2081
 PP2081  VERT ORDER      -  SECOND    CLASS I
 PP2081
 PP2081.The horizontal coordinates were scaled from a topographic map and have
 PP2081.an estimated accuracy of +/- 6 seconds.
 PP2081.
 PP2081.The orthometric height was determined by differential leveling and
 PP2081.adjusted in June 1991.
 PP2081
 PP2081.The dynamic height is computed by dividing the NAVD 88
 PP2081.geopotential number by the normal gravity value computed on the
 PP2081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2081.degrees latitude (g = 980.6199 gals.).
 PP2081
 PP2081.The modeled gravity was interpolated from observed gravity values.
 PP2081
 PP2081;                    North         East    Units  Estimated Accuracy
 PP2081;SPC MN S     -   221,610.      809,940.      MT  (+/- 180 meters Scaled)
 PP2081
 PP2081                          SUPERSEDED SURVEY CONTROL
 PP2081
 PP2081  NGVD 29 (??/??/92)  298.263  (m)          978.55   (f) ADJ UNCH    2 1
 PP2081
 PP2081.Superseded values are not recommended for survey control.
 PP2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2081.See file dsdata.txt to determine how the superseded data were derived.
 PP2081
 PP2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ298827(NAD 83)
 PP2081
 PP2081_MARKER: DB = BENCH MARK DISK
 PP2081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2081_SP_SET: ABUTMENT
 PP2081_STAMPING: 0711 H 1978
 PP2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2081
 PP2081  HISTORY     - Date     Condition        Report By
 PP2081  HISTORY     - 1978     MONUMENTED       MNDT
 PP2081  HISTORY     - 1979     GOOD             MNDT
 PP2081
 PP2081                          STATION DESCRIPTION
 PP2081
 PP2081'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2081'1.2 MI SW FROM ST CLAIR.
 PP2081'THE MARK IS LOCATED 1.2 MILES NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 PP2081'THE JUNCTION OF COUNTY ROAD 15 AT ST. CLAIR AT TRUNK HIGHWAY 83
 PP2081'MILEPOINT 17.15. IT IS 17.8 FT. EAST OF AND ABOUT LEVEL WITH THE
 PP2081'CENTERLINE OF TRUNK HIGHWAY 83. SET IN THE SOUTHEAST CORNER ABUTMENT
 PP2081'OF TRUNK HIGHWAY 83 BRIDGE NUMBER 6886, TRUNK HIGHWAY 83 OVER COUNTY
 PP2081'DITCH NUBM
 PP2081'DITCH NUMBER 25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2077 ***********************************************************************
 PP2077  DESIGNATION -  0711 H 1
 PP2077  PID         -  PP2077
 PP2077  STATE/COUNTY-  MN/BLUE EARTH
 PP2077  COUNTRY     -  US
 PP2077  USGS QUAD   -  BEAUFORD (1974)
 PP2077
 PP2077                         *CURRENT SURVEY CONTROL
 PP2077  ______________________________________________________________________
 PP2077* NAD 83(1986) POSITION- 44 06 03.     (N) 093 53 18.     (W)   SCALED    
 PP2077* NAVD 88 ORTHO HEIGHT -   299.254  (meters)     981.80  (feet) ADJUSTED  
 PP2077  ______________________________________________________________________
 PP2077  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 PP2077  DYNAMIC HEIGHT  -        299.201 (meters)      981.63  (feet) COMP
 PP2077  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 PP2077
 PP2077  VERT ORDER      -  SECOND    CLASS I
 PP2077
 PP2077.The horizontal coordinates were scaled from a topographic map and have
 PP2077.an estimated accuracy of +/- 6 seconds.
 PP2077.
 PP2077.The orthometric height was determined by differential leveling and
 PP2077.adjusted in June 1991.
 PP2077
 PP2077.The dynamic height is computed by dividing the NAVD 88
 PP2077.geopotential number by the normal gravity value computed on the
 PP2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2077.degrees latitude (g = 980.6199 gals.).
 PP2077
 PP2077.The modeled gravity was interpolated from observed gravity values.
 PP2077
 PP2077;                    North         East    Units  Estimated Accuracy
 PP2077;SPC MN S     -   222,320.      808,940.      MT  (+/- 180 meters Scaled)
 PP2077
 PP2077                          SUPERSEDED SURVEY CONTROL
 PP2077
 PP2077  NGVD 29 (??/??/92)  299.221  (m)          981.69   (f) ADJ UNCH    2 1
 PP2077
 PP2077.Superseded values are not recommended for survey control.
 PP2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2077.See file dsdata.txt to determine how the superseded data were derived.
 PP2077
 PP2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ288834(NAD 83)
 PP2077
 PP2077_MARKER: DB = BENCH MARK DISK
 PP2077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP2077_SP_SET: CULVERT
 PP2077_STAMPING: 0711 H 1 1978
 PP2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2077+STABILITY: SURFACE MOTION
 PP2077
 PP2077  HISTORY     - Date     Condition        Report By
 PP2077  HISTORY     - 1978     MONUMENTED       MNDT
 PP2077  HISTORY     - 1979     GOOD             MNDT
 PP2077
 PP2077                          STATION DESCRIPTION
 PP2077
 PP2077'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2077'2.0 MI NW FROM ST CLAIR.
 PP2077'THE MARK IS LOCATED 1.0 MILE NORTHWEST ALONG TRUNK HIGHWAY 83 FROM
 PP2077'ITS JUNCTION WITH COUNTY ROAD 15 AT ST. CLAIR, THENCE WEST ALONG A
 PP2077'GRAVEL ROAD FOR 0.7 MILE TO THE JUNCTION OF COUNTY ROAD 174, THENCE
 PP2077'NORTH ALONG COUNTY ROAD 174 FOR 0.7 MILE. IT IS 11.0 FT. EAST OF AND
 PP2077'1 FT. ABOVE THE CENTERLINE OF COUNTY ROAD 174. SET IN THE SOUTHEAST
 PP2077'CORNER HEADWALL OF A 14 FT. WIDE BY 12 FT. DEEP BOX CULVERT UNDER
 PP2077'COUNTY ROAD 174 AT COUNTY DITCH NUMBER 15.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2071 ***********************************************************************
 PP2071  DESIGNATION -  0711 J
 PP2071  PID         -  PP2071
 PP2071  STATE/COUNTY-  MN/BLUE EARTH
 PP2071  COUNTRY     -  US
 PP2071  USGS QUAD   -  BEAUFORD (1974)
 PP2071
 PP2071                         *CURRENT SURVEY CONTROL
 PP2071  ______________________________________________________________________
 PP2071* NAD 83(1986) POSITION- 44 07 24.     (N) 093 52 38.     (W)   SCALED    
 PP2071* NAVD 88 ORTHO HEIGHT -   307.341  (meters)    1008.33  (feet) ADJUSTED  
 PP2071  ______________________________________________________________________
 PP2071  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 PP2071  DYNAMIC HEIGHT  -        307.286 (meters)     1008.15  (feet) COMP
 PP2071  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PP2071
 PP2071  VERT ORDER      -  SECOND    CLASS I
 PP2071
 PP2071.The horizontal coordinates were scaled from a topographic map and have
 PP2071.an estimated accuracy of +/- 6 seconds.
 PP2071.
 PP2071.The orthometric height was determined by differential leveling and
 PP2071.adjusted in June 1991.
 PP2071
 PP2071.The dynamic height is computed by dividing the NAVD 88
 PP2071.geopotential number by the normal gravity value computed on the
 PP2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2071.degrees latitude (g = 980.6199 gals.).
 PP2071
 PP2071.The modeled gravity was interpolated from observed gravity values.
 PP2071
 PP2071;                    North         East    Units  Estimated Accuracy
 PP2071;SPC MN S     -   224,820.      809,830.      MT  (+/- 180 meters Scaled)
 PP2071
 PP2071                          SUPERSEDED SURVEY CONTROL
 PP2071
 PP2071  NGVD 29 (??/??/92)  307.306  (m)         1008.22   (f) ADJ UNCH    2 1
 PP2071
 PP2071.Superseded values are not recommended for survey control.
 PP2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2071.See file dsdata.txt to determine how the superseded data were derived.
 PP2071
 PP2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ298859(NAD 83)
 PP2071
 PP2071_MARKER: DV = VERTICAL CONTROL DISK
 PP2071_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2071_SP_SET: COPPER-CLAD STEEL ROD
 PP2071_STAMPING: 0711 J 1978
 PP2071_MARK LOGO: MNDT  
 PP2071_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2071_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2071_ROD/PIPE-DEPTH: 17.1 meters
 PP2071
 PP2071  HISTORY     - Date     Condition        Report By
 PP2071  HISTORY     - 1978     MONUMENTED       MNDT
 PP2071  HISTORY     - 1979     GOOD             MNDT
 PP2071  HISTORY     - 19880620 SEE DESCRIPTION  MNDT
 PP2071
 PP2071                          STATION DESCRIPTION
 PP2071
 PP2071'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2071'1.75 MI SOUTH FROM EAGLE LAKE.
 PP2071'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG COUNTY ROAD 27 FROM ITS
 PP2071'JUNCTION WITH TRUNK HIGHWAY 60 IN EAGLE LAKE, TO ITS JUNCTION WITH
 PP2071'COUNTY ROAD 28, THENCE SOUTH AND WEST ALONG COUNTY ROAD 28 TO ITS
 PP2071'JUNCTION WITH TRUNK HIGHWAY 83, THENCE SOUTHEAST ALONG TRUNK HIGHWAY
 PP2071'83 FOR 1.3 MILES TO A TOWNSHIP ROAD AT TRUNK HIGHWAY 83 MILEPOINT
 PP2071'19.15. IT IS ABOUT 200 FT. EAST OF AND 3 FT. HIGHER THAN THE CENTER OF
 PP2071'TRUNK HIGHWAY 83, 22.0 FT. SOUTH OF THE CENTER OF THE TOWNSHIP ROAD,
 PP2071'AND 2.2 FT. WEST OF A POWER POLE. IT IS 0.9 FT. WEST OF A STEEL
 PP2071'WITNESS POST.
 PP2071
 PP2071                          STATION RECOVERY (1988)
 PP2071
 PP2071'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2071'THE MARK WAS FOUND BENT OVER.  THE MARK WAS BENT BACK TO THE UPRIGHT
 PP2071'POSITION, USE WITH CAUTION.  IT IS LOCATED 5.1 MILES (8.2 KM)
 PP2071'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM ITS JUNCTION WITH TRUNK
 PP2071'HIGHWAY 22 AT THE SOUTHEAST EDGE OF THE CITY OF MANKATO.  THE MARK IS
 PP2071'ABOUT 200 FEET (61.0 M) EAST OF AND ABOUT 3 FEET (0.9 M) HIGHER THAN
 PP2071'THE CENTERLINE OF HIGHWAY 83 AT MILEPOINT 19.15, 2.2 FEET (0.7 M)
 PP2071'WEST OF A POWER POLE, 22.0 FEET (6.7 M) SOUTH OF THE CENTER OF A ROAD
 PP2071'(ARCHERY ROAD) AND 0.9 FOOT (27.4 CM) WEST OF A STEEL WITNESS POST.
 PP2071'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP2071'STAMPED---0711 J 1978---, IS FASTENED TO THE TOP OF A 5/8-INCH
 PP2071'DIAMETER BY 56-FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) THAT WAS
 PP2071'DRIVEN TO REFUSAL AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE SURFACE OF
 PP2071'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2070 ***********************************************************************
 PP2070  DESIGNATION -  0711 K
 PP2070  PID         -  PP2070
 PP2070  STATE/COUNTY-  MN/BLUE EARTH
 PP2070  COUNTRY     -  US
 PP2070  USGS QUAD   -  MANKATO EAST (1993)
 PP2070
 PP2070                         *CURRENT SURVEY CONTROL
 PP2070  ______________________________________________________________________
 PP2070* NAD 83(1986) POSITION- 44 08 03.     (N) 093 52 56.     (W)   SCALED    
 PP2070* NAVD 88 ORTHO HEIGHT -   288.036  (meters)     945.00  (feet) ADJUSTED  
 PP2070  ______________________________________________________________________
 PP2070  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 PP2070  DYNAMIC HEIGHT  -        287.985 (meters)      944.83  (feet) COMP
 PP2070  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 PP2070
 PP2070  VERT ORDER      -  SECOND    CLASS I
 PP2070
 PP2070.The horizontal coordinates were scaled from a topographic map and have
 PP2070.an estimated accuracy of +/- 6 seconds.
 PP2070.
 PP2070.The orthometric height was determined by differential leveling and
 PP2070.adjusted in June 1991.
 PP2070
 PP2070.The dynamic height is computed by dividing the NAVD 88
 PP2070.geopotential number by the normal gravity value computed on the
 PP2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2070.degrees latitude (g = 980.6199 gals.).
 PP2070
 PP2070.The modeled gravity was interpolated from observed gravity values.
 PP2070
 PP2070;                    North         East    Units  Estimated Accuracy
 PP2070;SPC MN S     -   226,030.      809,430.      MT  (+/- 180 meters Scaled)
 PP2070
 PP2070                          SUPERSEDED SURVEY CONTROL
 PP2070
 PP2070  NGVD 29 (??/??/92)  288.000  (m)          944.88   (f) ADJ UNCH    2 1
 PP2070
 PP2070.Superseded values are not recommended for survey control.
 PP2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2070.See file dsdata.txt to determine how the superseded data were derived.
 PP2070
 PP2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ294871(NAD 83)
 PP2070
 PP2070_MARKER: DB = BENCH MARK DISK
 PP2070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2070_SP_SET: BRIDGE ABUTMENT
 PP2070_STAMPING: 0711 K 1978
 PP2070_MARK LOGO: MNDT  
 PP2070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2070
 PP2070  HISTORY     - Date     Condition        Report By
 PP2070  HISTORY     - 1978     MONUMENTED       MNDT
 PP2070  HISTORY     - 1979     GOOD             MNDT
 PP2070  HISTORY     - 19880620 GOOD             MNDT
 PP2070
 PP2070                          STATION DESCRIPTION
 PP2070
 PP2070'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2070'2.0 MI SOUTH FROM EAGLE LAKE.
 PP2070'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG COUNTY ROAD 27 FROM ITS
 PP2070'JUNCTION WITH TRUNK HIGHWAY 60 IN EAGLE LAKE, TO ITS JUNCTION WITH
 PP2070'COUNTY ROAD 28, THENCE SOUTH AND WEST ALONG COUNTY ROAD 28 TO ITS
 PP2070'JUNCTION WITH TRUNK HIGHWAY 83, THENCE SOUTHEAST ALONG TRUNK HIGHWAY
 PP2070'83 FOR 0.45 MILE TO THE LESUEUR RIVER AT TRUNK HIGHWAY 83 MILEPOINT
 PP2070'19.95. IT IS 13.4 FT. SOUTHWEST OF AND 1 FT. LOWER THAN THE
 PP2070'CENTERLINE OF TRUNK HIGHWAY 83. SET IN THE SOUTHWEST END OF THE
 PP2070'SOUTHEAST ABUTMENT OF BRIDGE NUMBER 6887, TRUNK HIGHWAY 83 OVER THE
 PP2070'LESUEUR RIVER.
 PP2070
 PP2070                          STATION RECOVERY (1988)
 PP2070
 PP2070'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2070'THE MARK IS LOCATED 4.3 MILES (6.9 KM) EAST-SOUTHEAST ALONG TRUNK
 PP2070'HIGHWAY 83 FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 AT THE SOUTHEAST
 PP2070'EDGE OF MANKATO, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 6887
 PP2070'(HIGHWAY 83 OVER THE LE SUEUR RIVER) AND IN THE NW 1/4 OF SECTION 30,
 PP2070'T108N, R25W.  THE MARK IS 13.4 FEET (4.1 M) SOUTHWEST OF AND ABOUT 1
 PP2070'FOOT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 83 AT MILEPOINT
 PP2070'19.95.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0711 K
 PP2070'1978---, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2064 ***********************************************************************
 PP2064  DESIGNATION -  0711 N
 PP2064  PID         -  PP2064
 PP2064  STATE/COUNTY-  MN/BLUE EARTH
 PP2064  COUNTRY     -  US
 PP2064  USGS QUAD   -  MANKATO EAST (1993)
 PP2064
 PP2064                         *CURRENT SURVEY CONTROL
 PP2064  ______________________________________________________________________
 PP2064* NAD 83(1986) POSITION- 44 08 42.     (N) 093 55 11.     (W)   SCALED    
 PP2064* NAVD 88 ORTHO HEIGHT -   308.464  (meters)    1012.02  (feet) ADJUSTED  
 PP2064  ______________________________________________________________________
 PP2064  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 PP2064  DYNAMIC HEIGHT  -        308.412 (meters)     1011.85  (feet) COMP
 PP2064  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 PP2064
 PP2064  VERT ORDER      -  SECOND    CLASS I
 PP2064
 PP2064.The horizontal coordinates were scaled from a topographic map and have
 PP2064.an estimated accuracy of +/- 6 seconds.
 PP2064.
 PP2064.The orthometric height was determined by differential leveling and
 PP2064.adjusted in June 1991.
 PP2064
 PP2064.The dynamic height is computed by dividing the NAVD 88
 PP2064.geopotential number by the normal gravity value computed on the
 PP2064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2064.degrees latitude (g = 980.6199 gals.).
 PP2064
 PP2064.The modeled gravity was interpolated from observed gravity values.
 PP2064
 PP2064;                    North         East    Units  Estimated Accuracy
 PP2064;SPC MN S     -   227,230.      806,420.      MT  (+/- 180 meters Scaled)
 PP2064
 PP2064                          SUPERSEDED SURVEY CONTROL
 PP2064
 PP2064  NGVD 29 (??/??/92)  308.429  (m)         1011.90   (f) ADJ UNCH    2 1
 PP2064
 PP2064.Superseded values are not recommended for survey control.
 PP2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2064.See file dsdata.txt to determine how the superseded data were derived.
 PP2064
 PP2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ264883(NAD 83)
 PP2064
 PP2064_MARKER: DV = VERTICAL CONTROL DISK
 PP2064_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP2064_SP_SET: COPPER-CLAD STEEL ROD
 PP2064_STAMPING: 0711 N 1978
 PP2064_MARK LOGO: MNDT  
 PP2064_PROJECTION: FLUSH
 PP2064_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2064_ROD/PIPE-DEPTH: 19.5 meters
 PP2064
 PP2064  HISTORY     - Date     Condition        Report By
 PP2064  HISTORY     - 1978     MONUMENTED       MNDT
 PP2064  HISTORY     - 1979     GOOD             MNDT
 PP2064  HISTORY     - 19880620 GOOD             MNDT
 PP2064
 PP2064                          STATION DESCRIPTION
 PP2064
 PP2064'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2064'2.4 MI SW FROM EAGLE LAKE.
 PP2064'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG COUNTY ROAD 27 FROM ITS
 PP2064'JUNCTION WITH TRUNK HIGHWAY 60, IN EAGLE LAKE, TO THE JUNCTION OF
 PP2064'COUNTY ROAD 28, THENCE SOUTH AND WEST FOR 0.6 MILE ALONG COUNTY ROAD
 PP2064'28 TO THE JUNCTION OF TRUNK HIGHWAY 83, THENCE WEST ALONG TRUNK
 PP2064'HIGHWAY 83 FOR 3.6 MILES TO A T ROAD NORTH, THENCE NORTH AND WEST
 PP2064'ALONG THE TOWNSHIP ROAD FOR 0.15 MILE. IT IS 33 FT. SOUTH OF AND
 PP2064'ABOUT LEVEL WITH THE CENTER OF THE TOWNSHIP ROAD, 18.3 FT. WEST OF AN
 PP2064'18 INCH BOX ELDER TREE, AND 2.2 FT. WEST NORTHWEST OF THE NORTHWEST
 PP2064'FENCE CORNER AT A FARMSTEAD. IT IS 1.1 FT. WEST OF A STEEL WITNESS
 PP2064'POST.
 PP2064
 PP2064                          STATION RECOVERY (1988)
 PP2064
 PP2064'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2064'THE MARK IS ABOUT 1.75 MILES (2.82 KM) SOUTHWEST OF THE CITY OF EAGLE
 PP2064'LAKE, 1.7 MILES (2.7 KM) SOUTH ALONG COUNTY ROAD 27 FROM ITS JUNCTION
 PP2064'WITH TRUNK HIGHWAY 14 (AND 60) IN EAGLE LAKE, TO THE JUNCTION OF
 PP2064'COUNTY ROAD 28, THENCE 0.6 MILE (1.0 KM) SOUTH AND WEST ALONG COUNTY
 PP2064'ROAD 28 TO ITS JUNCTION WITH TRUNK HIGHWAY 83, THENCE 1.5 MILES
 PP2064'(2.4 KM) WEST ALONG HIGHWAY 83 TO A T-ROAD NORTH, THENCE 0.15 MILE
 PP2064'(0.24 KM) NORTH AND WEST ALONG A TOWNSHIP ROAD, AND IN THE SE 1/4 OF
 PP2064'SECTION 23, T108N, R26W.  IT IS 33.0 FEET (10.1 M) SOUTH OF AND ABOUT
 PP2064'LEVEL WITH THE CENTER OF THE TOWNSHIP ROAD, 18.3 FEET (5.6 M) WEST OF
 PP2064'AN 18-INCH BOX ELDER TREE, 2.0 FEET (0.6 M) WEST-NORTHWEST OF THE
 PP2064'NORTHWEST FENCE CORNER AT A FARMSTEAD, AND 1.1 FEET (0.3 M) WEST OF A
 PP2064'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP2064'MONUMENT DISK STAMPED---0711 N 1978---, IS CRIMPED ONTO THE TOP OF A
 PP2064'DRIVEN 5/8-INCH DIAMETER BY 64-FOOT LONG COPPER-CLAD STEEL (MAGNETIC)
 PP2064'ROD, AND PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3511 ***********************************************************************
 PP3511  DESIGNATION -  0711 Q
 PP3511  PID         -  PP3511
 PP3511  STATE/COUNTY-  MN/BLUE EARTH
 PP3511  COUNTRY     -  US
 PP3511  USGS QUAD   -  MANKATO EAST (1993)
 PP3511
 PP3511                         *CURRENT SURVEY CONTROL
 PP3511  ______________________________________________________________________
 PP3511* NAD 83(1986) POSITION- 44 08 16.     (N) 093 53 36.     (W)   SCALED    
 PP3511* NAVD 88 ORTHO HEIGHT -   306.986  (meters)    1007.17  (feet) ADJUSTED  
 PP3511  ______________________________________________________________________
 PP3511  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 PP3511  DYNAMIC HEIGHT  -        306.932 (meters)     1006.99  (feet) COMP
 PP3511  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 PP3511
 PP3511  VERT ORDER      -  SECOND    CLASS I
 PP3511
 PP3511.The horizontal coordinates were scaled from a topographic map and have
 PP3511.an estimated accuracy of +/- 6 seconds.
 PP3511.
 PP3511.The orthometric height was determined by differential leveling and
 PP3511.adjusted in June 1995.
 PP3511
 PP3511.The dynamic height is computed by dividing the NAVD 88
 PP3511.geopotential number by the normal gravity value computed on the
 PP3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3511.degrees latitude (g = 980.6199 gals.).
 PP3511
 PP3511.The modeled gravity was interpolated from observed gravity values.
 PP3511
 PP3511;                    North         East    Units  Estimated Accuracy
 PP3511;SPC MN S     -   226,430.      808,540.      MT  (+/- 180 meters Scaled)
 PP3511
 PP3511                          SUPERSEDED SURVEY CONTROL
 PP3511
 PP3511.No superseded survey control is available for this station.
 PP3511
 PP3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ285875(NAD 83)
 PP3511
 PP3511_MARKER: DV = VERTICAL CONTROL DISK
 PP3511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3511_SP_SET: ALUMINUM ALLOY ROD
 PP3511_STAMPING: 0711 Q 1988
 PP3511_MARK LOGO: MNDT  
 PP3511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3511
 PP3511  HISTORY     - Date     Condition        Report By
 PP3511  HISTORY     - 1988     MONUMENTED       MNDT
 PP3511
 PP3511                          STATION DESCRIPTION
 PP3511
 PP3511'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3511'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) SOUTH-SOUTHWEST OF THE
 PP3511'CITY OF EAGLE LAKE, 3.65 MILES (5.87 KM) EAST ALONG TRUNK HIGHWAY 83
 PP3511'FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 (AT THE SOUTHEAST EDGE OF
 PP3511'MANKATO), OR 0.2 MILE (0.3 KM) WEST ALONG HIGHWAY 83 FROM ITS
 PP3511'JUNCTION WITH COUNTY ROAD 28 (ABOUT 2 MILES (3.2 KM) SOUTH OF EAGLE
 PP3511'LAKE), AND IN THE NE 1/4 OF SECTION 25, T108N R26W.  IT IS 75.2 FEET
 PP3511'(22.9 M) SOUTH OF AND ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF THE
 PP3511'CENTERLINE OF HIGHWAY 83 AT MILEPOINT 20.6, 129.0 FEET (39.3 M) EAST
 PP3511'OF THE CENTERLINE OF COUNTY ROAD 183, 6.0 FEET (1.8 M) EAST OF A
 PP3511'POWER POLE, 5.2 FEET (1.6 M) WEST OF A RIGHT-OF-WAY POST, AND 1.3
 PP3511'FEET (0.4 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3511'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC)
 PP3511'STAMPED---0711 Q 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 PP3511'DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER
 PP3511'PLASTIC PIPE, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3512 ***********************************************************************
 PP3512  DESIGNATION -  0711 R
 PP3512  PID         -  PP3512
 PP3512  STATE/COUNTY-  MN/BLUE EARTH
 PP3512  COUNTRY     -  US
 PP3512  USGS QUAD   -  MANKATO EAST (1993)
 PP3512
 PP3512                         *CURRENT SURVEY CONTROL
 PP3512  ______________________________________________________________________
 PP3512* NAD 83(1986) POSITION- 44 08 25.     (N) 093 54 31.     (W)   SCALED    
 PP3512* NAVD 88 ORTHO HEIGHT -   305.487  (meters)    1002.25  (feet) ADJUSTED  
 PP3512  ______________________________________________________________________
 PP3512  GEOID HEIGHT    -        -28.51  (meters)                     GEOID09
 PP3512  DYNAMIC HEIGHT  -        305.435 (meters)     1002.08  (feet) COMP
 PP3512  MODELED GRAVITY -    980,439.0   (mgal)                       NAVD 88
 PP3512
 PP3512  VERT ORDER      -  SECOND    CLASS I
 PP3512
 PP3512.The horizontal coordinates were scaled from a topographic map and have
 PP3512.an estimated accuracy of +/- 6 seconds.
 PP3512.
 PP3512.The orthometric height was determined by differential leveling and
 PP3512.adjusted in June 1995.
 PP3512
 PP3512.The dynamic height is computed by dividing the NAVD 88
 PP3512.geopotential number by the normal gravity value computed on the
 PP3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3512.degrees latitude (g = 980.6199 gals.).
 PP3512
 PP3512.The modeled gravity was interpolated from observed gravity values.
 PP3512
 PP3512;                    North         East    Units  Estimated Accuracy
 PP3512;SPC MN S     -   226,700.      807,310.      MT  (+/- 180 meters Scaled)
 PP3512
 PP3512                          SUPERSEDED SURVEY CONTROL
 PP3512
 PP3512.No superseded survey control is available for this station.
 PP3512
 PP3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ273878(NAD 83)
 PP3512
 PP3512_MARKER: DV = VERTICAL CONTROL DISK
 PP3512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3512_SP_SET: ALUMINUM ALLOY ROD
 PP3512_STAMPING: 0711 R 1988
 PP3512_MARK LOGO: MNDT  
 PP3512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3512
 PP3512  HISTORY     - Date     Condition        Report By
 PP3512  HISTORY     - 1988     MONUMENTED       MNDT
 PP3512
 PP3512                          STATION DESCRIPTION
 PP3512
 PP3512'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3512'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTHWEST OF THE CITY OF
 PP3512'EAGLE LAKE, 2.85 MILES (4.59 KM) EAST ALONG TRUNK HIGHWAY 83 FROM ITS
 PP3512'JUNCTION WITH TRUNK HIGHWAY 22 (AT THE SOUTHEAST EDGE OF MANKATO), OR
 PP3512'0.9 MILE (1.4 KM) WEST ALONG HIGHWAY 83 FROM ITS JUNCTION WITH COUNTY
 PP3512'ROAD 28 (ABOUT 2 MILES (3.2 KM) SOUTH OF EAGLE LAKE), IN THE
 PP3512'NORTHWEST QUADRANT AT THE JUNCTION WITH COUNTY ROAD 186, AND IN THE
 PP3512'SW 1/4 OF SECTION 24, T108N, R26W.  IT IS ABOUT 200 FEET (61.0 M)
 PP3512'NORTH OF HIGHWAY 83 AT MILEPOINT 21.4, ABOUT 200 FEET (61.0 M) SOUTH
 PP3512'OF A PIPELINE MARKER POST (NUMBERED 472), 49.0 FEET (14.9 M) EAST OF
 PP3512'AND ABOUT 3 FEET (0.9 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD
 PP3512'186, 1.8 FEET (0.5 M) SOUTHWEST OF A POWER POLE, AND 1.1 FEET
 PP3512'(0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3512'ALUMINUM VERTICAL CONTROL MONUMENT DISK (MAGNETIC) STAMPED---0711 R
 PP3512'1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PP3512'20-FOOT LONG ALUMINUM ALLOY ROD IN A 6-INCH DIAMETER PLASTIC PIPE,
 PP3512'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1409 ***********************************************************************
 OP1409  DESIGNATION -  0712 A
 OP1409  PID         -  OP1409
 OP1409  STATE/COUNTY-  MN/BLUE EARTH
 OP1409  COUNTRY     -  US
 OP1409  USGS QUAD   -  WINNEBAGO (1977)
 OP1409
 OP1409                         *CURRENT SURVEY CONTROL
 OP1409  ______________________________________________________________________
 OP1409* NAD 83(1986) POSITION- 43 51 19.     (N) 094 10 04.     (W)   SCALED    
 OP1409* NAVD 88 ORTHO HEIGHT -   321.187  (meters)    1053.76  (feet) ADJUSTED  
 OP1409  ______________________________________________________________________
 OP1409  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 OP1409  DYNAMIC HEIGHT  -        321.128 (meters)     1053.57  (feet) COMP
 OP1409  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 OP1409
 OP1409  VERT ORDER      -  SECOND    CLASS I
 OP1409
 OP1409.The horizontal coordinates were scaled from a topographic map and have
 OP1409.an estimated accuracy of +/- 6 seconds.
 OP1409.
 OP1409.The orthometric height was determined by differential leveling and
 OP1409.adjusted in June 1995.
 OP1409
 OP1409.The dynamic height is computed by dividing the NAVD 88
 OP1409.geopotential number by the normal gravity value computed on the
 OP1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1409.degrees latitude (g = 980.6199 gals.).
 OP1409
 OP1409.The modeled gravity was interpolated from observed gravity values.
 OP1409
 OP1409;                    North         East    Units  Estimated Accuracy
 OP1409;SPC MN S     -   195,050.      786,510.      MT  (+/- 180 meters Scaled)
 OP1409
 OP1409                          SUPERSEDED SURVEY CONTROL
 OP1409
 OP1409.No superseded survey control is available for this station.
 OP1409
 OP1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061564(NAD 83)
 OP1409
 OP1409_MARKER: DV = VERTICAL CONTROL DISK
 OP1409_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1409_SP_SET: ALUMINUM ALLOY ROD
 OP1409_STAMPING: 0712 A 1985
 OP1409_MARK LOGO: MNDT  
 OP1409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1409
 OP1409  HISTORY     - Date     Condition        Report By
 OP1409  HISTORY     - 1985     MONUMENTED       MNDT
 OP1409
 OP1409                          STATION DESCRIPTION
 OP1409
 OP1409'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1409'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) SOUTH OF THE TOWN OF
 OP1409'AMBOY, IN THE SW 1/4 OF SECTION 35, T105N, R28W, IN THE SOUTHEAST
 OP1409'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD
 OP1409'EAST, 2.25 MILES (3.62 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 OP1409'JUNCTION WITH TRUNK HIGHWAY 30 EAST IN AMBOY.  THE MARK, A STANDARD
 OP1409'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712 A
 OP1409'1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 OP1409'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OP1409'ABOUT 1.5 FEET (0.5 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK
 OP1409'IS 106 FEET (32.3 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 169
 OP1409'AT MILEPOINT 26.25, 20 FEET (6.1 M) SOUTH OF THE CENTER OF A GRAVEL
 OP1409'ROAD, 69.5 FEET (21.2 M) NORTHEAST OF A POWER POLE, AND 0.8 FOOT
 OP1409'(24.4 CM) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 OP1409'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1795 ***********************************************************************
 PQ1795  DESIGNATION -  0712 AA
 PQ1795  PID         -  PQ1795
 PQ1795  STATE/COUNTY-  MN/BLUE EARTH
 PQ1795  COUNTRY     -  US
 PQ1795  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1795
 PQ1795                         *CURRENT SURVEY CONTROL
 PQ1795  ______________________________________________________________________
 PQ1795* NAD 83(1986) POSITION- 44 05 52.     (N) 094 08 03.     (W)   SCALED    
 PQ1795* NAVD 88 ORTHO HEIGHT -   303.146  (meters)     994.57  (feet) ADJUSTED  
 PQ1795  ______________________________________________________________________
 PQ1795  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ1795  DYNAMIC HEIGHT  -        303.096 (meters)      994.41  (feet) COMP
 PQ1795  MODELED GRAVITY -    980,446.8   (mgal)                       NAVD 88
 PQ1795
 PQ1795  VERT ORDER      -  SECOND    CLASS I
 PQ1795
 PQ1795.The horizontal coordinates were scaled from a topographic map and have
 PQ1795.an estimated accuracy of +/- 6 seconds.
 PQ1795.
 PQ1795.The orthometric height was determined by differential leveling and
 PQ1795.adjusted in June 1995.
 PQ1795
 PQ1795.The dynamic height is computed by dividing the NAVD 88
 PQ1795.geopotential number by the normal gravity value computed on the
 PQ1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1795.degrees latitude (g = 980.6199 gals.).
 PQ1795
 PQ1795.The modeled gravity was interpolated from observed gravity values.
 PQ1795
 PQ1795;                    North         East    Units  Estimated Accuracy
 PQ1795;SPC MN S     -   221,990.      789,260.      MT  (+/- 180 meters Scaled)
 PQ1795
 PQ1795                          SUPERSEDED SURVEY CONTROL
 PQ1795
 PQ1795.No superseded survey control is available for this station.
 PQ1795
 PQ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ092833(NAD 83)
 PQ1795
 PQ1795_MARKER: DV = VERTICAL CONTROL DISK
 PQ1795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1795_SP_SET: ALUMINUM ALLOY ROD
 PQ1795_STAMPING: 0712 AA 1985
 PQ1795_MARK LOGO: MNDT  
 PQ1795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1795
 PQ1795  HISTORY     - Date     Condition        Report By
 PQ1795  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1795
 PQ1795                          STATION DESCRIPTION
 PQ1795
 PQ1795'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1795'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) NORTH-NORTHEAST OF THE
 PQ1795'TOWN OF GARDEN CITY, IN THE SE 1/4 OF SECTION 1, T107N, R28W, NEAR AN
 PQ1795'ENTRANCE ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT
 PQ1795'44.25, 3.45 MILES (5.55 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS
 PQ1795'JUNCTION WITH TRUNK HIGHWAY 60 ABOUT 5 MILES (8.0 KM) WEST OF
 PQ1795'MANKATO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1795'MONUMENT DISK STAMPED---0712 AA 1985---, IS SET ON THE TOP OF A
 PQ1795'DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 PQ1795'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE
 PQ1795'LEVEL OF THE HIGHWAY.  THE MARK IS 49.5 FEET (15.1 M) EAST OF THE
 PQ1795'CENTERLINE OF TRUNK HIGHWAY 169, 17.5 FEET (5.3 M) NORTH OF THE
 PQ1795'CENTER OF AN ENTRANCE, 100.5 FEET (30.6 M) WEST-NORTHWEST OF A POWER
 PQ1795'POLE, 95.5 FEET (29.1 M) EAST-NORTHEAST OF A POWER POLE, 2.5 FEET
 PQ1795'(0.8 M) SOUTHWEST OF A WOODEN CORNER FENCE POST, AND 1.5 FEET
 PQ1795'(0.5 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1795'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1796 ***********************************************************************
 PQ1796  DESIGNATION -  0712 AB
 PQ1796  PID         -  PQ1796
 PQ1796  STATE/COUNTY-  MN/BLUE EARTH
 PQ1796  COUNTRY     -  US
 PQ1796  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1796
 PQ1796                         *CURRENT SURVEY CONTROL
 PQ1796  ______________________________________________________________________
 PQ1796* NAD 83(1986) POSITION- 44 06 30.     (N) 094 08 02.     (W)   SCALED    
 PQ1796* NAVD 88 ORTHO HEIGHT -   300.155  (meters)     984.76  (feet) ADJUSTED  
 PQ1796  ______________________________________________________________________
 PQ1796  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ1796  DYNAMIC HEIGHT  -        300.107 (meters)      984.60  (feet) COMP
 PQ1796  MODELED GRAVITY -    980,448.0   (mgal)                       NAVD 88
 PQ1796
 PQ1796  VERT ORDER      -  SECOND    CLASS I
 PQ1796
 PQ1796.The horizontal coordinates were scaled from a topographic map and have
 PQ1796.an estimated accuracy of +/- 6 seconds.
 PQ1796.
 PQ1796.The orthometric height was determined by differential leveling and
 PQ1796.adjusted in June 1995.
 PQ1796
 PQ1796.The dynamic height is computed by dividing the NAVD 88
 PQ1796.geopotential number by the normal gravity value computed on the
 PQ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1796.degrees latitude (g = 980.6199 gals.).
 PQ1796
 PQ1796.The modeled gravity was interpolated from observed gravity values.
 PQ1796
 PQ1796;                    North         East    Units  Estimated Accuracy
 PQ1796;SPC MN S     -   223,160.      789,280.      MT  (+/- 180 meters Scaled)
 PQ1796
 PQ1796                          SUPERSEDED SURVEY CONTROL
 PQ1796
 PQ1796.No superseded survey control is available for this station.
 PQ1796
 PQ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ092845(NAD 83)
 PQ1796
 PQ1796_MARKER: DV = VERTICAL CONTROL DISK
 PQ1796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1796_SP_SET: ALUMINUM ALLOY ROD
 PQ1796_STAMPING: 0712 AB 1985
 PQ1796_MARK LOGO: MNDT  
 PQ1796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1796
 PQ1796  HISTORY     - Date     Condition        Report By
 PQ1796  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1796
 PQ1796                          STATION DESCRIPTION
 PQ1796
 PQ1796'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1796'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH-NORTHEAST OF THE TOWN
 PQ1796'OF GARDEN CITY, IN THE SE 1/4 OF SECTION 36, T108N, R28W, ON THE WEST
 PQ1796'RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT 45.0, 2.7 MILES
 PQ1796'(4.3 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK
 PQ1796'HIGHWAY 60 ABOUT 5 MILES (8.0 KM) WEST OF MANKATO.  THE MARK, A
 PQ1796'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712
 PQ1796'AB 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1796'25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE
 PQ1796'GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 53.0 FEET
 PQ1796'(16.2 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 169, 7.9 FEET
 PQ1796'(2.4 M) WEST OF A POWER POLE, 7.1 FEET (2.2 M) WEST-NORTHWEST OF A
 PQ1796'STEEL CABLE WARNING SIGNPOST, AND 1.6 FEET (0.5 M) NORTH OF A STEEL
 PQ1796'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1797 ***********************************************************************
 PQ1797  DESIGNATION -  0712 AC
 PQ1797  PID         -  PQ1797
 PQ1797  STATE/COUNTY-  MN/BLUE EARTH
 PQ1797  COUNTRY     -  US
 PQ1797  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1797
 PQ1797                         *CURRENT SURVEY CONTROL
 PQ1797  ______________________________________________________________________
 PQ1797* NAD 83(1986) POSITION- 44 06 57.     (N) 094 08 04.     (W)   SCALED    
 PQ1797* NAVD 88 ORTHO HEIGHT -   300.914  (meters)     987.25  (feet) ADJUSTED  
 PQ1797  ______________________________________________________________________
 PQ1797  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ1797  DYNAMIC HEIGHT  -        300.866 (meters)      987.09  (feet) COMP
 PQ1797  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 PQ1797
 PQ1797  VERT ORDER      -  SECOND    CLASS I
 PQ1797
 PQ1797.The horizontal coordinates were scaled from a topographic map and have
 PQ1797.an estimated accuracy of +/- 6 seconds.
 PQ1797.
 PQ1797.The orthometric height was determined by differential leveling and
 PQ1797.adjusted in June 1995.
 PQ1797
 PQ1797.The dynamic height is computed by dividing the NAVD 88
 PQ1797.geopotential number by the normal gravity value computed on the
 PQ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1797.degrees latitude (g = 980.6199 gals.).
 PQ1797
 PQ1797.The modeled gravity was interpolated from observed gravity values.
 PQ1797
 PQ1797;                    North         East    Units  Estimated Accuracy
 PQ1797;SPC MN S     -   223,990.      789,240.      MT  (+/- 180 meters Scaled)
 PQ1797
 PQ1797                          SUPERSEDED SURVEY CONTROL
 PQ1797
 PQ1797.No superseded survey control is available for this station.
 PQ1797
 PQ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ092853(NAD 83)
 PQ1797
 PQ1797_MARKER: DV = VERTICAL CONTROL DISK
 PQ1797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1797_SP_SET: ALUMINUM ALLOY ROD
 PQ1797_STAMPING: 0712 AC 1985
 PQ1797_MARK LOGO: MNDT  
 PQ1797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1797
 PQ1797  HISTORY     - Date     Condition        Report By
 PQ1797  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1797
 PQ1797                          STATION DESCRIPTION
 PQ1797
 PQ1797'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1797'THE MARK IS LOCATED ABOUT 4.75 MILES (7.64 KM) NORTH-NORTHEAST OF THE
 PQ1797'TOWN OF GARDEN CITY, IN THE NE 1/4 OF SECTION 36, T108N, R28W, IN THE
 PQ1797'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PQ1797'COUNTY ROAD 115, 2.2 MILES (3.5 KM) SOUTH ALONG TRUNK HIGHWAY 169
 PQ1797'FROM ITS JUNCTION WITH TRUNK HIGHWAY 60 ABOUT 5 MILES (8.0 KM) WEST
 PQ1797'OF MANKATO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1797'MONUMENT DISK STAMPED---0712 AC 1985---, IS SET ON THE TOP OF A
 PQ1797'DRIVEN 3/4-INCH DIAMETER BY 35-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 PQ1797'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE
 PQ1797'LEVEL OF COUNTY ROAD 115. THE MARK IS 255 FEET (77.7 M) WEST OF THE
 PQ1797'CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT 45.5, 33 FEET (10.1 M)
 PQ1797'NORTH OF THE CENTER OF COUNTY ROAD 115, 4.6 FEET (1.4 M) EAST OF A
 PQ1797'POWER POLE, AND 2.3 FEET (0.7 M) WEST OF A STEEL WITNESS POST. A
 PQ1797'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1798 ***********************************************************************
 PQ1798  DESIGNATION -  0712 AD
 PQ1798  PID         -  PQ1798
 PQ1798  STATE/COUNTY-  MN/BLUE EARTH
 PQ1798  COUNTRY     -  US
 PQ1798  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1798
 PQ1798                         *CURRENT SURVEY CONTROL
 PQ1798  ______________________________________________________________________
 PQ1798* NAD 83(1986) POSITION- 44 07 21.     (N) 094 07 48.     (W)   SCALED    
 PQ1798* NAVD 88 ORTHO HEIGHT -   295.799  (meters)     970.47  (feet) ADJUSTED  
 PQ1798  ______________________________________________________________________
 PQ1798  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ1798  DYNAMIC HEIGHT  -        295.751 (meters)      970.31  (feet) COMP
 PQ1798  MODELED GRAVITY -    980,450.1   (mgal)                       NAVD 88
 PQ1798
 PQ1798  VERT ORDER      -  SECOND    CLASS I
 PQ1798
 PQ1798.The horizontal coordinates were scaled from a topographic map and have
 PQ1798.an estimated accuracy of +/- 6 seconds.
 PQ1798.
 PQ1798.The orthometric height was determined by differential leveling and
 PQ1798.adjusted in June 1995.
 PQ1798
 PQ1798.The dynamic height is computed by dividing the NAVD 88
 PQ1798.geopotential number by the normal gravity value computed on the
 PQ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1798.degrees latitude (g = 980.6199 gals.).
 PQ1798
 PQ1798.The modeled gravity was interpolated from observed gravity values.
 PQ1798
 PQ1798;                    North         East    Units  Estimated Accuracy
 PQ1798;SPC MN S     -   224,730.      789,600.      MT  (+/- 180 meters Scaled)
 PQ1798
 PQ1798                          SUPERSEDED SURVEY CONTROL
 PQ1798
 PQ1798.No superseded survey control is available for this station.
 PQ1798
 PQ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ095860(NAD 83)
 PQ1798
 PQ1798_MARKER: DV = VERTICAL CONTROL DISK
 PQ1798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1798_SP_SET: HEADWALL OF CONCRETE BOX CULVE
 PQ1798_STAMPING: 0712 AD 1985
 PQ1798_MARK LOGO: MNDT  
 PQ1798_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1798+STABILITY: SURFACE MOTION
 PQ1798
 PQ1798  HISTORY     - Date     Condition        Report By
 PQ1798  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1798
 PQ1798                          STATION DESCRIPTION
 PQ1798
 PQ1798'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1798'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) NORTH-NORTHEAST OF THE TOWN
 PQ1798'OF GARDEN CITY, IN THE NE 1/4 OF SECTION 36, T108N, R28W, IN THE
 PQ1798'SOUTHEAST CORNER OF A CONCRETE BOX CULVERT, 1.65 MILES (2.66 KM)
 PQ1798'SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 60
 PQ1798'ABOUT 5 MILES (8.0 KM) WEST OF MANKATO.  THE MARK, A STANDARD MNDT
 PQ1798'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712 AD 1985---, IS
 PQ1798'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL OF THE
 PQ1798'BOX CULVERT AND IS ABOUT 5.5 FEET (1.7 M) BELOW THE LEVEL OF THE
 PQ1798'HIGHWAY.  THE MARK IS 30.0 FEET (9.1 M) SOUTHEAST OF THE CENTERLINE
 PQ1798'OF TRUNK HIGHWAY 169 AT MILEPOINT 46.05 AND 8.8 FEET (2.7 M)
 PQ1798'EAST-SOUTHEAST OF A STEEL DELINEATER POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1800 ***********************************************************************
 PQ1800  DESIGNATION -  0712 AE
 PQ1800  PID         -  PQ1800
 PQ1800  STATE/COUNTY-  MN/BLUE EARTH
 PQ1800  COUNTRY     -  US
 PQ1800  USGS QUAD   -  MANKATO WEST (1993)
 PQ1800
 PQ1800                         *CURRENT SURVEY CONTROL
 PQ1800  ______________________________________________________________________
 PQ1800* NAD 83(1986) POSITION- 44 08 02.     (N) 094 07 11.     (W)   SCALED    
 PQ1800* NAVD 88 ORTHO HEIGHT -   301.565  (meters)     989.38  (feet) ADJUSTED  
 PQ1800  ______________________________________________________________________
 PQ1800  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ1800  DYNAMIC HEIGHT  -        301.517 (meters)      989.23  (feet) COMP
 PQ1800  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 PQ1800
 PQ1800  VERT ORDER      -  SECOND    CLASS I
 PQ1800
 PQ1800.The horizontal coordinates were scaled from a topographic map and have
 PQ1800.an estimated accuracy of +/- 6 seconds.
 PQ1800.
 PQ1800.The orthometric height was determined by differential leveling and
 PQ1800.adjusted in June 1995.
 PQ1800
 PQ1800.The dynamic height is computed by dividing the NAVD 88
 PQ1800.geopotential number by the normal gravity value computed on the
 PQ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1800.degrees latitude (g = 980.6199 gals.).
 PQ1800
 PQ1800.The modeled gravity was interpolated from observed gravity values.
 PQ1800
 PQ1800;                    North         East    Units  Estimated Accuracy
 PQ1800;SPC MN S     -   226,000.      790,420.      MT  (+/- 180 meters Scaled)
 PQ1800
 PQ1800                          SUPERSEDED SURVEY CONTROL
 PQ1800
 PQ1800.No superseded survey control is available for this station.
 PQ1800
 PQ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ104873(NAD 83)
 PQ1800
 PQ1800_MARKER: DV = VERTICAL CONTROL DISK
 PQ1800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1800_SP_SET: ALUMINUM ALLOY ROD
 PQ1800_STAMPING: 0712 AE 1985
 PQ1800_MARK LOGO: MNDT  
 PQ1800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1800
 PQ1800  HISTORY     - Date     Condition        Report By
 PQ1800  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1800
 PQ1800                          STATION DESCRIPTION
 PQ1800
 PQ1800'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1800'THE MARK IS LOCATED ABOUT 4.5 MILES (7.2 KM) WEST-SOUTHWEST OF THE
 PQ1800'TOWN OF MANKATO, IN THE NW 1/4 OF SECTION 30, T108N, R27W, IN THE
 PQ1800'SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND AN
 PQ1800'EAST-WEST GRAVEL ROAD, 0.7 MILE (1.1 KM) SOUTH ALONG TRUNK HIGHWAY
 PQ1800'169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 60 ABOUT 5 MILES (8.0 KM)
 PQ1800'WEST OF MANKATO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1800'MONUMENT DISK STAMPED---0712 AE 1985---, IS SET ON THE TOP OF A
 PQ1800'DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 PQ1800'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.
 PQ1800'THE MARK IS 275 FEET (83.8 M) WEST OF THE CENTERLINE OF TRUNK
 PQ1800'HIGHWAY 169 AT MILEPOINT 47.0, 29 FEET (8.8 M) SOUTH OF THE CENTER OF
 PQ1800'THE GRAVEL ROAD, 4.8 FEET (1.5 M) EAST OF A POWER POLE, AND 2.6 FEET
 PQ1800'(0.8 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1800'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1414 ***********************************************************************
 OP1414  DESIGNATION -  0712 B
 OP1414  PID         -  OP1414
 OP1414  STATE/COUNTY-  MN/BLUE EARTH
 OP1414  COUNTRY     -  US
 OP1414  USGS QUAD   -  WINNEBAGO (1977)
 OP1414
 OP1414                         *CURRENT SURVEY CONTROL
 OP1414  ______________________________________________________________________
 OP1414* NAD 83(1986) POSITION- 43 51 45.6    (N) 094 10 04.4    (W)   HD_HELD2  
 OP1414* NAVD 88 ORTHO HEIGHT -   318.799  (meters)    1045.93  (feet) ADJUSTED  
 OP1414  ______________________________________________________________________
 OP1414  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 OP1414  DYNAMIC HEIGHT  -        318.740 (meters)     1045.73  (feet) COMP
 OP1414  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 OP1414
 OP1414  VERT ORDER      -  SECOND    CLASS I
 OP1414
 OP1414.The horizontal coordinates were established by autonomous hand held GPS
 OP1414.observations and have an estimated accuracy of +/- 10 meters.
 OP1414.
 OP1414.The orthometric height was determined by differential leveling and
 OP1414.adjusted in June 1995.
 OP1414
 OP1414.The dynamic height is computed by dividing the NAVD 88
 OP1414.geopotential number by the normal gravity value computed on the
 OP1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1414.degrees latitude (g = 980.6199 gals.).
 OP1414
 OP1414.The modeled gravity was interpolated from observed gravity values.
 OP1414
 OP1414;                    North         East    Units  Estimated Accuracy
 OP1414;SPC MN S     -   195,867.      786,503.      MT  (+/- 10 meters HH2 GPS)
 OP1414
 OP1414                          SUPERSEDED SURVEY CONTROL
 OP1414
 OP1414.No superseded survey control is available for this station.
 OP1414
 OP1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0614957282(NAD 83)
 OP1414
 OP1414_MARKER: DV = VERTICAL CONTROL DISK
 OP1414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1414_SP_SET: ALUMINUM ALLOY ROD
 OP1414_STAMPING: 0712 B 1985
 OP1414_MARK LOGO: MNDT  
 OP1414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1414
 OP1414  HISTORY     - Date     Condition        Report By
 OP1414  HISTORY     - 1985     MONUMENTED       MNDT
 OP1414
 OP1414                          STATION DESCRIPTION
 OP1414
 OP1414'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1414'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) SOUTH OF AMBOY, IN THE
 OP1414'SW 1/4 OF SECTION 26, T105N, R28W, IN THE NORTHEAST QUADRANT OF THE
 OP1414'INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD, 1.7 MILES
 OP1414'(2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK
 OP1414'HIGHWAY 30 EAST IN AMBOY.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1414'VERTICAL CONTROL MONUMENT DISK STAMPED---0712 B 1985---, IS SET ON
 OP1414'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD
 OP1414'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 OP1414'(0.6 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 181.5 FEET
 OP1414'(55.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT
 OP1414'26.75, 24 FEET (7.3 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 136.8
 OP1414'FEET (41.7 M) EAST OF A POWER POLE, AND 1.2 FEET (0.4 M) EAST OF A
 OP1414'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1415 ***********************************************************************
 OP1415  DESIGNATION -  0712 C
 OP1415  PID         -  OP1415
 OP1415  STATE/COUNTY-  MN/BLUE EARTH
 OP1415  COUNTRY     -  US
 OP1415  USGS QUAD   -  WINNEBAGO (1977)
 OP1415
 OP1415                         *CURRENT SURVEY CONTROL
 OP1415  ______________________________________________________________________
 OP1415* NAD 83(1986) POSITION- 43 52 18.     (N) 094 10 08.     (W)   SCALED    
 OP1415* NAVD 88 ORTHO HEIGHT -   317.451  (meters)    1041.50  (feet) ADJUSTED  
 OP1415  ______________________________________________________________________
 OP1415  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 OP1415  DYNAMIC HEIGHT  -        317.393 (meters)     1041.31  (feet) COMP
 OP1415  MODELED GRAVITY -    980,428.0   (mgal)                       NAVD 88
 OP1415
 OP1415  VERT ORDER      -  SECOND    CLASS I
 OP1415
 OP1415.The horizontal coordinates were scaled from a topographic map and have
 OP1415.an estimated accuracy of +/- 6 seconds.
 OP1415.
 OP1415.The orthometric height was determined by differential leveling and
 OP1415.adjusted in June 1995.
 OP1415
 OP1415.The dynamic height is computed by dividing the NAVD 88
 OP1415.geopotential number by the normal gravity value computed on the
 OP1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1415.degrees latitude (g = 980.6199 gals.).
 OP1415
 OP1415.The modeled gravity was interpolated from observed gravity values.
 OP1415
 OP1415;                    North         East    Units  Estimated Accuracy
 OP1415;SPC MN S     -   196,870.      786,430.      MT  (+/- 180 meters Scaled)
 OP1415
 OP1415                          SUPERSEDED SURVEY CONTROL
 OP1415
 OP1415.No superseded survey control is available for this station.
 OP1415
 OP1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ060582(NAD 83)
 OP1415
 OP1415_MARKER: DV = VERTICAL CONTROL DISK
 OP1415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1415_SP_SET: ALUMINUM ALLOY ROD
 OP1415_STAMPING: 0712 C 1985
 OP1415_MARK LOGO: MNDT  
 OP1415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1415
 OP1415  HISTORY     - Date     Condition        Report By
 OP1415  HISTORY     - 1985     MONUMENTED       MNDT
 OP1415
 OP1415                          STATION DESCRIPTION
 OP1415
 OP1415'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1415'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF THE TOWN OF AMBOY,
 OP1415'IN THE NW 1/4 OF SECTION 26, T105N, R28W, NEAR A FIELD ENTRANCE ON
 OP1415'THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT 27.35, 1.15
 OP1415'MILES (1.85 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 OP1415'TRUNK HIGHWAY 30 EAST IN AMBOY.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1415'VERTICAL CONTROL MONUMENT DISK STAMPED---0712 C 1985---, IS SET ON
 OP1415'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD
 OP1415'THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND
 OP1415'IS ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 49.0 FEET (14.9 M) EAST
 OP1415'OF THE CENTERLINE OF TRUNK HIGHWAY 169, 24 FEET (7.3 M) NORTH OF THE
 OP1415'CENTER OF A FIELD ENTRANCE, 6 FEET (1.8 M) SOUTH-SOUTHEAST OF A POWER
 OP1415'POLE, AND 1.1 FEET (0.3 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET
 OP1415'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1416 ***********************************************************************
 OP1416  DESIGNATION -  0712 D
 OP1416  PID         -  OP1416
 OP1416  STATE/COUNTY-  MN/BLUE EARTH
 OP1416  COUNTRY     -  US
 OP1416  USGS QUAD   -  AMBOY (1967)
 OP1416
 OP1416                         *CURRENT SURVEY CONTROL
 OP1416  ______________________________________________________________________
 OP1416* NAD 83(1986) POSITION- 43 52 50.     (N) 094 10 13.     (W)   SCALED    
 OP1416* NAVD 88 ORTHO HEIGHT -   318.562  (meters)    1045.15  (feet) ADJUSTED  
 OP1416  ______________________________________________________________________
 OP1416  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 OP1416  DYNAMIC HEIGHT  -        318.504 (meters)     1044.96  (feet) COMP
 OP1416  MODELED GRAVITY -    980,429.2   (mgal)                       NAVD 88
 OP1416
 OP1416  VERT ORDER      -  SECOND    CLASS I
 OP1416
 OP1416.The horizontal coordinates were scaled from a topographic map and have
 OP1416.an estimated accuracy of +/- 6 seconds.
 OP1416.
 OP1416.The orthometric height was determined by differential leveling and
 OP1416.adjusted in June 1995.
 OP1416
 OP1416.The dynamic height is computed by dividing the NAVD 88
 OP1416.geopotential number by the normal gravity value computed on the
 OP1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1416.degrees latitude (g = 980.6199 gals.).
 OP1416
 OP1416.The modeled gravity was interpolated from observed gravity values.
 OP1416
 OP1416;                    North         East    Units  Estimated Accuracy
 OP1416;SPC MN S     -   197,860.      786,320.      MT  (+/- 180 meters Scaled)
 OP1416
 OP1416                          SUPERSEDED SURVEY CONTROL
 OP1416
 OP1416.No superseded survey control is available for this station.
 OP1416
 OP1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ059592(NAD 83)
 OP1416
 OP1416_MARKER: DV = VERTICAL CONTROL DISK
 OP1416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1416_SP_SET: ALUMINUM ALLOY ROD
 OP1416_STAMPING: 0712 D 1985
 OP1416_MARK LOGO: MNDT  
 OP1416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1416
 OP1416  HISTORY     - Date     Condition        Report By
 OP1416  HISTORY     - 1985     MONUMENTED       MNDT
 OP1416
 OP1416                          STATION DESCRIPTION
 OP1416
 OP1416'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1416'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) SOUTH-SOUTHWEST OF THE
 OP1416'TOWN OF AMBOY, IN THE SE 1/4 OF SECTION 22, T105N, R28W, IN THE
 OP1416'SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 OP1416'COUNTY ROAD 147, 0.5 MILE (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1416'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST IN AMBOY.  THE MARK, A
 OP1416'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712
 OP1416'D 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 OP1416'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OP1416'ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF COUNTY ROAD 147.  THE MARK IS
 OP1416'143.0 FEET (43.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 OP1416'MILEPOINT 28.0, 39.0 FEET (11.9 M) SOUTH OF THE CENTERLINE OF COUNTY
 OP1416'ROAD 147, 86 FEET (26.2 M) WEST OF A POWER POLE, 2.5 FEET (0.8 M)
 OP1416'NORTH OF A FENCELINE, AND 1.4 FEET (0.4 M) WEST OF A STEEL WITNESS
 OP1416'POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1420 ***********************************************************************
 OP1420  DESIGNATION -  0712 E
 OP1420  PID         -  OP1420
 OP1420  STATE/COUNTY-  MN/BLUE EARTH
 OP1420  COUNTRY     -  US
 OP1420  USGS QUAD   -  AMBOY (1967)
 OP1420
 OP1420                         *CURRENT SURVEY CONTROL
 OP1420  ______________________________________________________________________
 OP1420* NAD 83(2007) POSITION- 43 53 30.37753(N) 094 10 32.66489(W)   ADJUSTED  
 OP1420* NAD 83(2007) ELLIP HT-   289.266 (meters)        (02/10/07)   ADJUSTED
 OP1420* NAD 83(2007) EPOCH   -  2002.00
 OP1420* NAVD 88 ORTHO HEIGHT -   317.463  (meters)    1041.54  (feet) ADJUSTED  
 OP1420  ______________________________________________________________________
 OP1420  NAD 83(2007) X  -   -335,246.671 (meters)                     COMP
 OP1420  NAD 83(2007) Y  - -4,591,808.312 (meters)                     COMP
 OP1420  NAD 83(2007) Z  -  4,399,633.932 (meters)                     COMP
 OP1420  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC09
 OP1420  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1420  DYNAMIC HEIGHT  -        317.406 (meters)     1041.36  (feet) COMP
 OP1420  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 OP1420
 OP1420  VERT ORDER      -  SECOND    CLASS I
 OP1420
 OP1420  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1420  Type                                         Horiz  Ellip  Dist(km)
 OP1420  -------------------------------------------------------------------
 OP1420  NETWORK                                       0.42   0.63
 OP1420  -------------------------------------------------------------------
 OP1420  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.46   0.69      7.67
 OP1420  -------------------------------------------------------------------
 OP1420  NOTE: Click here for information on individual local accuracy
 OP1420  values and other accuracy information.
 OP1420
 OP1420
 OP1420.The horizontal coordinates were established by GPS observations
 OP1420.and adjusted by the National Geodetic Survey in February 2007.
 OP1420
 OP1420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1420.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1420
 OP1420.The horizontal coordinates are valid at the epoch date displayed above
 OP1420.which is a decimal equivalence of Year/Month/Day.
 OP1420
 OP1420.The orthometric height was determined by differential leveling and
 OP1420.adjusted in June 1995.
 OP1420
 OP1420.Photographs are available for this station.
 OP1420
 OP1420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1420
 OP1420.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1420
 OP1420.The ellipsoidal height was determined by GPS observations
 OP1420.and is referenced to NAD 83.
 OP1420
 OP1420.The dynamic height is computed by dividing the NAVD 88
 OP1420.geopotential number by the normal gravity value computed on the
 OP1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1420.degrees latitude (g = 980.6199 gals.).
 OP1420
 OP1420.The modeled gravity was interpolated from observed gravity values.
 OP1420
 OP1420. The following values were computed from the NAD 83(2007) position.
 OP1420
 OP1420;                    North         East     Units Scale Factor Converg.
 OP1420;SPC MN S     -   199,102.185   785,879.264   MT  0.99997827   -0 07 23.5
 OP1420;SPC MN S     -   653,221.09  2,578,338.89   sFT  0.99997827   -0 07 23.5
 OP1420;UTM  15      - 4,860,524.065   405,564.621   MT  0.99970969   -0 48 54.7
 OP1420
 OP1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1420!SPC MN S     -   0.99995464  x   0.99997827  =   0.99993291
 OP1420!UTM  15      -   0.99995464  x   0.99970969  =   0.99966435
 OP1420
 OP1420                          SUPERSEDED SURVEY CONTROL
 OP1420
 OP1420  NAD 83(1996)-  43 53 30.37687(N)    094 10 32.66440(W) AD(       ) 1
 OP1420  ELLIP H (05/18/04)  289.296  (m)                       GP(       ) 3 1
 OP1420  NAVD 88 (05/18/04)  317.46   (m)         1041.5    (f) LEVELING    3  
 OP1420
 OP1420.Superseded values are not recommended for survey control.
 OP1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1420.See file dsdata.txt to determine how the superseded data were derived.
 OP1420
 OP1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0556460524(NAD 83)
 OP1420
 OP1420_MARKER: DV = VERTICAL CONTROL DISK
 OP1420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1420_SP_SET: ALUMINUM ALLOY ROD
 OP1420_STAMPING: 0712 E 1985
 OP1420_MARK LOGO: MNDT  
 OP1420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1420+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 OP1420
 OP1420  HISTORY     - Date     Condition        Report By
 OP1420  HISTORY     - 1985     MONUMENTED       MNDT
 OP1420  HISTORY     - 20030805 GOOD             MNDT
 OP1420
 OP1420                          STATION DESCRIPTION
 OP1420
 OP1420'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1420'THE MARK IS LOCATED ABOUT 0.1 MILE (0.2 KM) WEST OF THE WEST EDGE OF
 OP1420'THE TOWN OF AMBOY, IN THE SE 1/4 OF SECTION 15, T105N, R28W, ON THE
 OP1420'NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 131.75, 0.1 MILE
 OP1420'(0.2 KM) WEST ALONG TRUNK HIGHWAY 30 FROM ITS SOUTH JUNCTION WITH
 OP1420'TRUNK HIGHWAY 169.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OP1420'CONTROL MONUMENT DISK STAMPED---0712 E 1985---, IS SET ON THE TOP OF
 OP1420'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 OP1420'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE
 OP1420'LEVEL OF THE HIGHWAY.  THE MARK IS 75.5 FEET (23.0 M) NORTH OF THE
 OP1420'CENTERLINE OF TRUNK HIGHWAY 30 AT MILEPOINT 131.75, 87.5 FEET
 OP1420'(26.7 M) WEST OF THE CENTER OF AN ENTRANCE, 44.1 FEET (13.4 M) NORTH
 OP1420'OF THE NORTH LEG OF A SIGN, AND 1.1 FEET (0.3 M) EAST OF A STEEL
 OP1420'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OP1420
 OP1420                          STATION RECOVERY (2003)
 OP1420
 OP1420'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 OP1420'THE MARK WAS RECOVERED 0.1 MILE (0.2 KM) WEST OF AMBOY, 0.20 MILE
 OP1420'(0.32 KM) WEST ALONG TRUNK HIGHWAY 30 FROM THE NORTH JUNCTION OF TRUNK
 OP1420'HIGHWAY 169, 75.5 FT (23.0 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 OP1420'30 AT MILEPOINT 131.75, 83 FT (25.3 M) WEST OF CENTER OF ENTRANCE, 1.1
 OP1420'FT (0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1421 ***********************************************************************
 OP1421  DESIGNATION -  0712 F
 OP1421  PID         -  OP1421
 OP1421  STATE/COUNTY-  MN/BLUE EARTH
 OP1421  COUNTRY     -  US
 OP1421  USGS QUAD   -  AMBOY (1967)
 OP1421
 OP1421                         *CURRENT SURVEY CONTROL
 OP1421  ______________________________________________________________________
 OP1421* NAD 83(1986) POSITION- 43 53 55.     (N) 094 10 29.     (W)   SCALED    
 OP1421* NAVD 88 ORTHO HEIGHT -   317.916  (meters)    1043.03  (feet) ADJUSTED  
 OP1421  ______________________________________________________________________
 OP1421  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1421  DYNAMIC HEIGHT  -        317.859 (meters)     1042.84  (feet) COMP
 OP1421  MODELED GRAVITY -    980,431.7   (mgal)                       NAVD 88
 OP1421
 OP1421  VERT ORDER      -  SECOND    CLASS I
 OP1421
 OP1421.The horizontal coordinates were scaled from a topographic map and have
 OP1421.an estimated accuracy of +/- 6 seconds.
 OP1421.
 OP1421.The orthometric height was determined by differential leveling and
 OP1421.adjusted in June 1995.
 OP1421
 OP1421.The dynamic height is computed by dividing the NAVD 88
 OP1421.geopotential number by the normal gravity value computed on the
 OP1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1421.degrees latitude (g = 980.6199 gals.).
 OP1421
 OP1421.The modeled gravity was interpolated from observed gravity values.
 OP1421
 OP1421;                    North         East    Units  Estimated Accuracy
 OP1421;SPC MN S     -   199,860.      785,960.      MT  (+/- 180 meters Scaled)
 OP1421
 OP1421                          SUPERSEDED SURVEY CONTROL
 OP1421
 OP1421.No superseded survey control is available for this station.
 OP1421
 OP1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ056612(NAD 83)
 OP1421
 OP1421_MARKER: DV = VERTICAL CONTROL DISK
 OP1421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1421_SP_SET: ALUMINUM ALLOY ROD
 OP1421_STAMPING: 0712 F 1985
 OP1421_MARK LOGO: MNDT  
 OP1421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1421
 OP1421  HISTORY     - Date     Condition        Report By
 OP1421  HISTORY     - 1985     MONUMENTED       MNDT
 OP1421
 OP1421                          STATION DESCRIPTION
 OP1421
 OP1421'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1421'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NORTHWEST OF THE TOWN OF
 OP1421'AMBOY, IN THE SE 1/4 OF SECTION 15, T105N, R28W, IN THE SOUTHWEST
 OP1421'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD
 OP1421'LEADING WEST TO A FARM, 0.85 MILE (1.37 KM) NORTH ALONG TRUNK HIGHWAY
 OP1421'169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST IN AMBOY.  THE MARK,
 OP1421'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1421'STAMPED---0712 F 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1421'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1421'OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK IS 300
 OP1421'FEET (91.4 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 OP1421'MILEPOINT 29.4, 27 FEET (8.2 M) SOUTH OF THE CENTER OF A GRAVEL ROAD,
 OP1421'18 FEET (5.5 M) EAST OF A POWER POLE, AND 1.9 FEET (0.6 M) WEST OF A
 OP1421'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1422 ***********************************************************************
 OP1422  DESIGNATION -  0712 G
 OP1422  PID         -  OP1422
 OP1422  STATE/COUNTY-  MN/BLUE EARTH
 OP1422  COUNTRY     -  US
 OP1422  USGS QUAD   -  AMBOY (1967)
 OP1422
 OP1422                         *CURRENT SURVEY CONTROL
 OP1422  ______________________________________________________________________
 OP1422* NAD 83(1986) POSITION- 43 54 47.8    (N) 094 10 26.5    (W)   HD_HELD2  
 OP1422* NAVD 88 ORTHO HEIGHT -   317.140  (meters)    1040.48  (feet) ADJUSTED  
 OP1422  ______________________________________________________________________
 OP1422  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1422  DYNAMIC HEIGHT  -        317.084 (meters)     1040.30  (feet) COMP
 OP1422  MODELED GRAVITY -    980,433.4   (mgal)                       NAVD 88
 OP1422
 OP1422  VERT ORDER      -  SECOND    CLASS I
 OP1422
 OP1422.The horizontal coordinates were established by autonomous hand held GPS
 OP1422.observations and have an estimated accuracy of +/- 10 meters.
 OP1422.
 OP1422.The orthometric height was determined by differential leveling and
 OP1422.adjusted in June 1995.
 OP1422
 OP1422.The dynamic height is computed by dividing the NAVD 88
 OP1422.geopotential number by the normal gravity value computed on the
 OP1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1422.degrees latitude (g = 980.6199 gals.).
 OP1422
 OP1422.The modeled gravity was interpolated from observed gravity values.
 OP1422
 OP1422;                    North         East    Units  Estimated Accuracy
 OP1422;SPC MN S     -   201,491.      786,022.      MT  (+/- 10 meters HH2 GPS)
 OP1422
 OP1422                          SUPERSEDED SURVEY CONTROL
 OP1422
 OP1422.No superseded survey control is available for this station.
 OP1422
 OP1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0573662910(NAD 83)
 OP1422
 OP1422_MARKER: DV = VERTICAL CONTROL DISK
 OP1422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1422_SP_SET: ALUMINUM ALLOY ROD
 OP1422_STAMPING: 0712 G 1985
 OP1422_MARK LOGO: MNDT  
 OP1422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1422
 OP1422  HISTORY     - Date     Condition        Report By
 OP1422  HISTORY     - 1985     MONUMENTED       MNDT
 OP1422
 OP1422                          STATION DESCRIPTION
 OP1422
 OP1422'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1422'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE TOWN OF AMBOY,
 OP1422'IN THE NE 1/4 OF SECTION 10, T105N, R28W, IN THE NORTHWEST QUADRANT
 OP1422'OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 141, 1.5
 OP1422'MILES (2.4 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 OP1422'TRUNK HIGHWAY 30 WEST THAT IS ABOUT 0.5 MILE (0.8 KM) NORTH OF AMBOY.
 OP1422'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1422'STAMPED---0712 G 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1422'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1422'OF THE GROUND AND ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF COUNTY ROAD
 OP1422'141.  THE MARK IS 131.5 FEET (40.1 M) WEST OF THE CENTERLINE OF TRUNK
 OP1422'HIGHWAY 169 AT MILEPOINT 30.35, 22 FEET (6.7 M) NORTH OF THE CENTER
 OP1422'OF COUNTY ROAD 141, 103.9 FEET (31.7 M) NORTHWEST OF AN UNDERGROUND
 OP1422'CABLE MARKER PEDESTAL, AND 2.0 FEET (0.6 M) EAST OF A STEEL WITNESS
 OP1422'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1423 ***********************************************************************
 OP1423  DESIGNATION -  0712 H
 OP1423  PID         -  OP1423
 OP1423  STATE/COUNTY-  MN/BLUE EARTH
 OP1423  COUNTRY     -  US
 OP1423  USGS QUAD   -  AMBOY (1967)
 OP1423
 OP1423                         *CURRENT SURVEY CONTROL
 OP1423  ______________________________________________________________________
 OP1423* NAD 83(1986) POSITION- 43 55 14.01   (N) 094 10 23.69   (W)   HD_HELD1  
 OP1423* NAVD 88 ORTHO HEIGHT -   317.056  (meters)    1040.21  (feet) ADJUSTED  
 OP1423  ______________________________________________________________________
 OP1423  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1423  DYNAMIC HEIGHT  -        317.000 (meters)     1040.02  (feet) COMP
 OP1423  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 OP1423
 OP1423  VERT ORDER      -  SECOND    CLASS I
 OP1423
 OP1423.The horizontal coordinates were established by differentially corrected
 OP1423.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OP1423.
 OP1423.The orthometric height was determined by differential leveling and
 OP1423.adjusted in June 1995.
 OP1423
 OP1423.The dynamic height is computed by dividing the NAVD 88
 OP1423.geopotential number by the normal gravity value computed on the
 OP1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1423.degrees latitude (g = 980.6199 gals.).
 OP1423
 OP1423.The modeled gravity was interpolated from observed gravity values.
 OP1423
 OP1423;                    North         East    Units  Estimated Accuracy
 OP1423;SPC MN S     -   202,300.2     786,086.4     MT  (+/- 3 meters HH1 GPS) 
 OP1423
 OP1423                          SUPERSEDED SURVEY CONTROL
 OP1423
 OP1423.No superseded survey control is available for this station.
 OP1423
 OP1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0581063718(NAD 83)
 OP1423
 OP1423_MARKER: DV = VERTICAL CONTROL DISK
 OP1423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1423_SP_SET: ALUMINUM ALLOY ROD
 OP1423_STAMPING: 0712 H 1985
 OP1423_MARK LOGO: MNDT  
 OP1423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1423
 OP1423  HISTORY     - Date     Condition        Report By
 OP1423  HISTORY     - 1985     MONUMENTED       MNDT
 OP1423
 OP1423                          STATION DESCRIPTION
 OP1423
 OP1423'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1423'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTH OF THE TOWN OF
 OP1423'AMBOY, IN THE SE 1/4 OF SECTION 3, T105N, R28W, IN THE NORTHEAST
 OP1423'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD,
 OP1423'2.0 MILES (3.2 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 OP1423'WITH TRUNK HIGHWAY 30 WEST THAT IS ABOUT 0.5 MILE (0.8 KM) NORTH OF
 OP1423'AMBOY.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 OP1423'DISK STAMPED---0712 H 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1423'DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1423'OF THE GROUND AND ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF THE GRAVEL
 OP1423'ROAD.  THE MARK IS 91.5 FEET (27.9 M) EAST OF THE CENTERLINE OF TRUNK
 OP1423'HIGHWAY 169 AT MILEPOINT 30.9, 24 FEET (7.3 M) NORTH OF THE CENTER OF
 OP1423'A GRAVEL ROAD, 119.2 FEET (36.3 M) NORTH-NORTHEAST OF AN UNDERGROUND
 OP1423'CABLE MARKER POST, 98.2 FEET (29.9 M) SOUTHEAST OF A POWER POLE, AND
 OP1423'1.8 FEET (0.5 M) WEST OF A STEEL WITNESS POST. A MAGNET IN THE DISK
 OP1423'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1427 ***********************************************************************
 OP1427  DESIGNATION -  0712 J
 OP1427  PID         -  OP1427
 OP1427  STATE/COUNTY-  MN/BLUE EARTH
 OP1427  COUNTRY     -  US
 OP1427  USGS QUAD   -  AMBOY (1967)
 OP1427
 OP1427                         *CURRENT SURVEY CONTROL
 OP1427  ______________________________________________________________________
 OP1427* NAD 83(1986) POSITION- 43 56 06.     (N) 094 10 27.     (W)   SCALED    
 OP1427* NAVD 88 ORTHO HEIGHT -   315.095  (meters)    1033.77  (feet) ADJUSTED  
 OP1427  ______________________________________________________________________
 OP1427  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1427  DYNAMIC HEIGHT  -        315.040 (meters)     1033.59  (feet) COMP
 OP1427  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 OP1427
 OP1427  VERT ORDER      -  SECOND    CLASS I
 OP1427
 OP1427.The horizontal coordinates were scaled from a topographic map and have
 OP1427.an estimated accuracy of +/- 6 seconds.
 OP1427.
 OP1427.The orthometric height was determined by differential leveling and
 OP1427.adjusted in June 1995.
 OP1427
 OP1427.The dynamic height is computed by dividing the NAVD 88
 OP1427.geopotential number by the normal gravity value computed on the
 OP1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1427.degrees latitude (g = 980.6199 gals.).
 OP1427
 OP1427.The modeled gravity was interpolated from observed gravity values.
 OP1427
 OP1427;                    North         East    Units  Estimated Accuracy
 OP1427;SPC MN S     -   203,910.      786,020.      MT  (+/- 180 meters Scaled)
 OP1427
 OP1427                          SUPERSEDED SURVEY CONTROL
 OP1427
 OP1427.No superseded survey control is available for this station.
 OP1427
 OP1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ057653(NAD 83)
 OP1427
 OP1427_MARKER: DV = VERTICAL CONTROL DISK
 OP1427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1427_SP_SET: ALUMINUM ALLOY ROD
 OP1427_STAMPING: 0712 J 1985
 OP1427_MARK LOGO: MNDT  
 OP1427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1427
 OP1427  HISTORY     - Date     Condition        Report By
 OP1427  HISTORY     - 1985     MONUMENTED       MNDT
 OP1427
 OP1427                          STATION DESCRIPTION
 OP1427
 OP1427'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1427'THE MARK IS LOCATED ABOUT 3.25 MILES (5.23 KM) NORTH OF THE TOWN OF
 OP1427'AMBOY, IN THE NE 1/4 OF SECTION 3, T105N, R28W, IN THE SOUTHWEST
 OP1427'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD
 OP1427'141, 3.35 MILES (5.39 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS
 OP1427'JUNCTION WITH TRUNK HIGHWAY 30 EAST AT THE WEST EDGE OF AMBOY.  THE
 OP1427'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1427'STAMPED---0712 J 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1427'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1427'OF THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD
 OP1427'141.  THE MARK IS 92.7 FEET (28.3 M) WEST OF THE CENTERLINE OF TRUNK
 OP1427'HIGHWAY 169 AT MILEPOINT 31.9, 30 FEET (9.1 M) SOUTH OF THE CENTER OF
 OP1427'COUNTY ROAD 141, 43.5 FEET (13.3 M) WEST OF A FENCE CORNER, AND 1.4
 OP1427'FEET (0.4 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 OP1427'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1428 ***********************************************************************
 OP1428  DESIGNATION -  0712 K
 OP1428  PID         -  OP1428
 OP1428  STATE/COUNTY-  MN/BLUE EARTH
 OP1428  COUNTRY     -  US
 OP1428  USGS QUAD   -  AMBOY (1967)
 OP1428
 OP1428                         *CURRENT SURVEY CONTROL
 OP1428  ______________________________________________________________________
 OP1428* NAD 83(1986) POSITION- 43 56 32.     (N) 094 10 16.     (W)   SCALED    
 OP1428* NAVD 88 ORTHO HEIGHT -   310.465  (meters)    1018.58  (feet) ADJUSTED  
 OP1428  ______________________________________________________________________
 OP1428  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1428  DYNAMIC HEIGHT  -        310.411 (meters)     1018.41  (feet) COMP
 OP1428  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 OP1428
 OP1428  VERT ORDER      -  SECOND    CLASS I
 OP1428
 OP1428.The horizontal coordinates were scaled from a topographic map and have
 OP1428.an estimated accuracy of +/- 6 seconds.
 OP1428.
 OP1428.The orthometric height was determined by differential leveling and
 OP1428.adjusted in June 1995.
 OP1428
 OP1428.The dynamic height is computed by dividing the NAVD 88
 OP1428.geopotential number by the normal gravity value computed on the
 OP1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1428.degrees latitude (g = 980.6199 gals.).
 OP1428
 OP1428.The modeled gravity was interpolated from observed gravity values.
 OP1428
 OP1428;                    North         East    Units  Estimated Accuracy
 OP1428;SPC MN S     -   204,710.      786,260.      MT  (+/- 180 meters Scaled)
 OP1428
 OP1428                          SUPERSEDED SURVEY CONTROL
 OP1428
 OP1428.No superseded survey control is available for this station.
 OP1428
 OP1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ060661(NAD 83)
 OP1428
 OP1428_MARKER: DV = VERTICAL CONTROL DISK
 OP1428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1428_SP_SET: ALUMINUM ALLOY ROD
 OP1428_STAMPING: 0712 K 1985
 OP1428_MARK LOGO: MNDT  
 OP1428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1428
 OP1428  HISTORY     - Date     Condition        Report By
 OP1428  HISTORY     - 1985     MONUMENTED       MNDT
 OP1428
 OP1428                          STATION DESCRIPTION
 OP1428
 OP1428'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1428'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTH OF THE TOWN OF
 OP1428'VERNON CENTER, IN THE SE 1/4 OF SECTION 34, T106N, R28W, IN THE
 OP1428'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 OP1428'COUNTY ROAD 142, 1.5 MILES (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 169
 OP1428'FROM ITS JUNCTION WITH COUNTY ROAD 10 IN VERNON CENTER.  THE MARK, A
 OP1428'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712
 OP1428'K 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 OP1428'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OP1428'ABOUT 1.5 FEET (0.5 M) BELOW THE LEVEL OF THE COUNTY ROAD.  THE MARK
 OP1428'IS 95.0 FEET (29.0 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 OP1428'MILEPOINT 32.4, 31 FEET (9.4 M) SOUTH OF THE CENTER OF COUNTY ROAD
 OP1428'142, 5.4 FEET (1.6 M) EAST OF A POWER POLE, AND 1.0 FOOT (0.3 M)
 OP1428'NORTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 OP1428'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1429 ***********************************************************************
 OP1429  DESIGNATION -  0712 L
 OP1429  PID         -  OP1429
 OP1429  STATE/COUNTY-  MN/BLUE EARTH
 OP1429  COUNTRY     -  US
 OP1429  USGS QUAD   -  AMBOY (1967)
 OP1429
 OP1429                         *CURRENT SURVEY CONTROL
 OP1429  ______________________________________________________________________
 OP1429* NAD 83(1986) POSITION- 43 56 58.     (N) 094 10 10.     (W)   SCALED    
 OP1429* NAVD 88 ORTHO HEIGHT -   312.493  (meters)    1025.24  (feet) ADJUSTED  
 OP1429  ______________________________________________________________________
 OP1429  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1429  DYNAMIC HEIGHT  -        312.439 (meters)     1025.06  (feet) COMP
 OP1429  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 OP1429
 OP1429  VERT ORDER      -  SECOND    CLASS I
 OP1429
 OP1429.The horizontal coordinates were scaled from a topographic map and have
 OP1429.an estimated accuracy of +/- 6 seconds.
 OP1429.
 OP1429.The orthometric height was determined by differential leveling and
 OP1429.adjusted in June 1995.
 OP1429
 OP1429.The dynamic height is computed by dividing the NAVD 88
 OP1429.geopotential number by the normal gravity value computed on the
 OP1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1429.degrees latitude (g = 980.6199 gals.).
 OP1429
 OP1429.The modeled gravity was interpolated from observed gravity values.
 OP1429
 OP1429;                    North         East    Units  Estimated Accuracy
 OP1429;SPC MN S     -   205,510.      786,400.      MT  (+/- 180 meters Scaled)
 OP1429
 OP1429                          SUPERSEDED SURVEY CONTROL
 OP1429
 OP1429.No superseded survey control is available for this station.
 OP1429
 OP1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061669(NAD 83)
 OP1429
 OP1429_MARKER: DV = VERTICAL CONTROL DISK
 OP1429_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1429_SP_SET: ALUMINUM ALLOY ROD
 OP1429_STAMPING: 0712 L 1985
 OP1429_MARK LOGO: MNDT  
 OP1429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1429
 OP1429  HISTORY     - Date     Condition        Report By
 OP1429  HISTORY     - 1985     MONUMENTED       MNDT
 OP1429
 OP1429                          STATION DESCRIPTION
 OP1429
 OP1429'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1429'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF THE TOWN OF VERNON
 OP1429'CENTER, IN THE NE 1/4 OF SECTION 34, T106N, R28W, ON THE SOUTH SIDE
 OP1429'OF A ROAD LEADING EAST INTO A CEMETERY, 1.0 MILE (1.6 KM) SOUTH ALONG
 OP1429'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH COUNTY ROAD 10 IN VERNON
 OP1429'CENTER, THENCE EAST ON A CEMETERY ROAD.  THE MARK, A STANDARD MNDT
 OP1429'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712 L 1985---, IS
 OP1429'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 OP1429'ROD THAT PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND
 OP1429'AND IS ABOUT LEVEL WITH THE CEMETERY ROAD.  THE MARK IS 45.5 FEET
 OP1429'(13.9 M) SOUTH OF THE CENTER OF THE CEMETERY ROAD, 39.8 FEET
 OP1429'(12.1 M) SOUTH-SOUTHEAST OF A SOUTH GATE POST, AND 1.5 FEET (0.5 M)
 OP1429'WEST OF A NORTH-SOUTH CEMETERY FENCE.  A MAGNET IN THE DISK MAKES THE
 OP1429'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1430 ***********************************************************************
 OP1430  DESIGNATION -  0712 M
 OP1430  PID         -  OP1430
 OP1430  STATE/COUNTY-  MN/BLUE EARTH
 OP1430  COUNTRY     -  US
 OP1430  USGS QUAD   -  AMBOY (1967)
 OP1430
 OP1430                         *CURRENT SURVEY CONTROL
 OP1430  ______________________________________________________________________
 OP1430* NAD 83(1986) POSITION- 43 57 22.     (N) 094 10 15.     (W)   SCALED    
 OP1430* NAVD 88 ORTHO HEIGHT -   297.583  (meters)     976.32  (feet) ADJUSTED  
 OP1430  ______________________________________________________________________
 OP1430  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1430  DYNAMIC HEIGHT  -        297.532 (meters)      976.15  (feet) COMP
 OP1430  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 OP1430
 OP1430  VERT ORDER      -  SECOND    CLASS I
 OP1430
 OP1430.The horizontal coordinates were scaled from a topographic map and have
 OP1430.an estimated accuracy of +/- 6 seconds.
 OP1430.
 OP1430.The orthometric height was determined by differential leveling and
 OP1430.adjusted in June 1995.
 OP1430
 OP1430.The dynamic height is computed by dividing the NAVD 88
 OP1430.geopotential number by the normal gravity value computed on the
 OP1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1430.degrees latitude (g = 980.6199 gals.).
 OP1430
 OP1430.The modeled gravity was interpolated from observed gravity values.
 OP1430
 OP1430;                    North         East    Units  Estimated Accuracy
 OP1430;SPC MN S     -   206,250.      786,290.      MT  (+/- 180 meters Scaled)
 OP1430
 OP1430                          SUPERSEDED SURVEY CONTROL
 OP1430
 OP1430.No superseded survey control is available for this station.
 OP1430
 OP1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ060676(NAD 83)
 OP1430
 OP1430_MARKER: DB = BENCH MARK DISK
 OP1430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1430_SP_SET: BRIDGE ABUTMENT
 OP1430_STAMPING: 0712 M 1985
 OP1430_MARK LOGO: MNDT  
 OP1430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1430
 OP1430  HISTORY     - Date     Condition        Report By
 OP1430  HISTORY     - 1985     MONUMENTED       MNDT
 OP1430
 OP1430                          STATION DESCRIPTION
 OP1430
 OP1430'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1430'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) SOUTH OF THE TOWN OF
 OP1430'VERNON CENTER, IN THE SE 1/4 OF SECTION 27, T106N, R28W, IN THE
 OP1430'SOUTHEAST CORNER OF THE TRUNK HIGHWAY 169 BRIDGE (NUMBER 07037) OVER
 OP1430'THE BLUE EARTH RIVER, 0.55 MILE (0.89 KM) SOUTH ALONG TRUNK HIGHWAY
 OP1430'169 FROM ITS JUNCTION WITH COUNTY ROAD 10 IN VERNON CENTER.  THE
 OP1430'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---0712 M 1985---, IS
 OP1430'SET FLUSH IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS
 OP1430'ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 26.2 FEET (8.0 M) EAST OF
 OP1430'THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT 33.35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1431 ***********************************************************************
 OP1431  DESIGNATION -  0712 M 1
 OP1431  PID         -  OP1431
 OP1431  STATE/COUNTY-  MN/BLUE EARTH
 OP1431  COUNTRY     -  US
 OP1431  USGS QUAD   -  AMBOY (1967)
 OP1431
 OP1431                         *CURRENT SURVEY CONTROL
 OP1431  ______________________________________________________________________
 OP1431* NAD 83(1986) POSITION- 43 57 24.     (N) 094 10 13.     (W)   SCALED    
 OP1431* NAVD 88 ORTHO HEIGHT -   297.968  (meters)     977.58  (feet) ADJUSTED  
 OP1431  ______________________________________________________________________
 OP1431  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1431  DYNAMIC HEIGHT  -        297.916 (meters)      977.41  (feet) COMP
 OP1431  MODELED GRAVITY -    980,437.1   (mgal)                       NAVD 88
 OP1431
 OP1431  VERT ORDER      -  SECOND    CLASS I
 OP1431
 OP1431.The horizontal coordinates were scaled from a topographic map and have
 OP1431.an estimated accuracy of +/- 6 seconds.
 OP1431.
 OP1431.The orthometric height was determined by differential leveling and
 OP1431.adjusted in June 1995.
 OP1431
 OP1431.The dynamic height is computed by dividing the NAVD 88
 OP1431.geopotential number by the normal gravity value computed on the
 OP1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1431.degrees latitude (g = 980.6199 gals.).
 OP1431
 OP1431.The modeled gravity was interpolated from observed gravity values.
 OP1431
 OP1431;                    North         East    Units  Estimated Accuracy
 OP1431;SPC MN S     -   206,310.      786,330.      MT  (+/- 180 meters Scaled)
 OP1431
 OP1431                          SUPERSEDED SURVEY CONTROL
 OP1431
 OP1431.No superseded survey control is available for this station.
 OP1431
 OP1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061677(NAD 83)
 OP1431
 OP1431_MARKER: DB = BENCH MARK DISK
 OP1431_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1431_SP_SET: BRIDGE ABUTMENT
 OP1431_STAMPING: 0712 M 1 1985
 OP1431_MARK LOGO: MNDT  
 OP1431_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1431
 OP1431  HISTORY     - Date     Condition        Report By
 OP1431  HISTORY     - 1985     MONUMENTED       MNDT
 OP1431
 OP1431                          STATION DESCRIPTION
 OP1431
 OP1431'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1431'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) SOUTH OF THE TOWN OF
 OP1431'VERNON CENTER, IN THE SE 1/4 OF SECTION 27, T106N, R28W, IN THE
 OP1431'NORTHEAST CORNER OF THE TRUNK HIGHWAY 169 BRIDGE (NUMBER 07037) OVER
 OP1431'THE BLUE EARTH RIVER, 0.5 MILE (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 169
 OP1431'FROM ITS JUNCTION WITH COUNTY ROAD 10 IN VERNON CENTER.  THE MARK, A
 OP1431'STANDARD MNDT BENCH MARK DISK STAMPED---0712 M 1 1985---, IS SET
 OP1431'FLUSH IN THE TOP OF THE NORTHEAST ABUTMENT OF THE BRIDGE.  THE MARK
 OP1431'IS 26.0 FEET (7.9 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 OP1431'MILEPOINT 33.4 AND IT IS ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1436 ***********************************************************************
 OP1436  DESIGNATION -  0712 N
 OP1436  PID         -  OP1436
 OP1436  STATE/COUNTY-  MN/BLUE EARTH
 OP1436  COUNTRY     -  US
 OP1436  USGS QUAD   -  AMBOY (1967)
 OP1436
 OP1436                         *CURRENT SURVEY CONTROL
 OP1436  ______________________________________________________________________
 OP1436* NAD 83(1986) POSITION- 43 58 22.     (N) 094 10 10.     (W)   SCALED    
 OP1436* NAVD 88 ORTHO HEIGHT -   313.262  (meters)    1027.76  (feet) ADJUSTED  
 OP1436  ______________________________________________________________________
 OP1436  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1436  DYNAMIC HEIGHT  -        313.209 (meters)     1027.59  (feet) COMP
 OP1436  MODELED GRAVITY -    980,438.0   (mgal)                       NAVD 88
 OP1436
 OP1436  VERT ORDER      -  SECOND    CLASS I
 OP1436
 OP1436.The horizontal coordinates were scaled from a topographic map and have
 OP1436.an estimated accuracy of +/- 6 seconds.
 OP1436.
 OP1436.The orthometric height was determined by differential leveling and
 OP1436.adjusted in June 1995.
 OP1436
 OP1436.The dynamic height is computed by dividing the NAVD 88
 OP1436.geopotential number by the normal gravity value computed on the
 OP1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1436.degrees latitude (g = 980.6199 gals.).
 OP1436
 OP1436.The modeled gravity was interpolated from observed gravity values.
 OP1436
 OP1436;                    North         East    Units  Estimated Accuracy
 OP1436;SPC MN S     -   208,100.      786,400.      MT  (+/- 180 meters Scaled)
 OP1436
 OP1436                          SUPERSEDED SURVEY CONTROL
 OP1436
 OP1436.No superseded survey control is available for this station.
 OP1436
 OP1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061695(NAD 83)
 OP1436
 OP1436_MARKER: DV = VERTICAL CONTROL DISK
 OP1436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1436_SP_SET: ALUMINUM ALLOY ROD
 OP1436_STAMPING: 0712 N 1985
 OP1436_MARK LOGO: MNDT  
 OP1436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1436
 OP1436  HISTORY     - Date     Condition        Report By
 OP1436  HISTORY     - 1985     MONUMENTED       MNDT
 OP1436
 OP1436                          STATION DESCRIPTION
 OP1436
 OP1436'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1436'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NORTH OF THE TOWN OF
 OP1436'VERNON CENTER, IN THE NE 1/4 OF SECTION 22, T106N, R28W, ON THE WEST
 OP1436'RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT 34.55, 0.65 MILE
 OP1436'(1.05 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH COUNTY
 OP1436'ROAD 10 IN VERNON CENTER.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1436'VERTICAL CONTROL MONUMENT DISK STAMPED---0712 N 1985---, IS SET ON
 OP1436'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD
 OP1436'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 OP1436'HIGHWAY.  THE MARK IS 99.0 FEET (30.2 M) WEST OF THE CENTERLINE OF
 OP1436'TRUNK HIGHWAY 169, 125 FEET (38.1 M) NORTH OF THE CENTER OF A FIELD
 OP1436'ENTRANCE, AND 3.4 FEET (1.0 M) SOUTH OF THE SOUTHEAST CORNER OF A
 OP1436'19TH WORLD PLOWING CONTEST MONUMENT.  A MAGNET IN THE DISK MAKES THE
 OP1436'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1437 ***********************************************************************
 OP1437  DESIGNATION -  0712 P
 OP1437  PID         -  OP1437
 OP1437  STATE/COUNTY-  MN/BLUE EARTH
 OP1437  COUNTRY     -  US
 OP1437  USGS QUAD   -  AMBOY (1967)
 OP1437
 OP1437                         *CURRENT SURVEY CONTROL
 OP1437  ______________________________________________________________________
 OP1437* NAD 83(1986) POSITION- 43 59 08.     (N) 094 10 08.     (W)   SCALED    
 OP1437* NAVD 88 ORTHO HEIGHT -   307.673  (meters)    1009.42  (feet) ADJUSTED  
 OP1437  ______________________________________________________________________
 OP1437  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 OP1437  DYNAMIC HEIGHT  -        307.620 (meters)     1009.25  (feet) COMP
 OP1437  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 OP1437
 OP1437  VERT ORDER      -  SECOND    CLASS I
 OP1437
 OP1437.The horizontal coordinates were scaled from a topographic map and have
 OP1437.an estimated accuracy of +/- 6 seconds.
 OP1437.
 OP1437.The orthometric height was determined by differential leveling and
 OP1437.adjusted in June 1995.
 OP1437
 OP1437.The dynamic height is computed by dividing the NAVD 88
 OP1437.geopotential number by the normal gravity value computed on the
 OP1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1437.degrees latitude (g = 980.6199 gals.).
 OP1437
 OP1437.The modeled gravity was interpolated from observed gravity values.
 OP1437
 OP1437;                    North         East    Units  Estimated Accuracy
 OP1437;SPC MN S     -   209,520.      786,450.      MT  (+/- 180 meters Scaled)
 OP1437
 OP1437                          SUPERSEDED SURVEY CONTROL
 OP1437
 OP1437.No superseded survey control is available for this station.
 OP1437
 OP1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ062709(NAD 83)
 OP1437
 OP1437_MARKER: DV = VERTICAL CONTROL DISK
 OP1437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1437_SP_SET: ALUMINUM ALLOY ROD
 OP1437_STAMPING: 0712 P 1985
 OP1437_MARK LOGO: MNDT  
 OP1437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1437
 OP1437  HISTORY     - Date     Condition        Report By
 OP1437  HISTORY     - 1985     MONUMENTED       MNDT
 OP1437
 OP1437                          STATION DESCRIPTION
 OP1437
 OP1437'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1437'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) NORTH OF THE TOWN OF
 OP1437'VERNON CENTER, IN THE SE 1/4 OF SECTION 15, T106N, R28W, IN THE
 OP1437'SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A
 OP1437'GRAVEL ROAD, 1.5 MILES (2.4 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM
 OP1437'ITS JUNCTION WITH COUNTY ROAD 10 IN VERNON CENTER.  THE MARK, A
 OP1437'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712
 OP1437'P 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT
 OP1437'LONG ALUMINUM ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE SURFACE
 OP1437'OF THE GROUND AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF THE
 OP1437'HIGHWAY.  THE MARK IS 115.0 FEET (35.1 M) WEST OF THE CENTERLINE OF
 OP1437'TRUNK HIGHWAY 169 AT MILEPOINT 35.4, 32.5 FEET (9.9 M) SOUTH OF THE
 OP1437'CENTER OF A GRAVEL ROAD, 108.8 FEET (33.2 M) EAST OF A POWER POLE,
 OP1437'71.6 FEET (21.8 M) WEST OF A POWER POLE, AND 2.2 FEET (0.7 M) WEST OF
 OP1437'A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1438 ***********************************************************************
 OP1438  DESIGNATION -  0712 Q
 OP1438  PID         -  OP1438
 OP1438  STATE/COUNTY-  MN/BLUE EARTH
 OP1438  COUNTRY     -  US
 OP1438  USGS QUAD   -  AMBOY (1967)
 OP1438
 OP1438                         *CURRENT SURVEY CONTROL
 OP1438  ______________________________________________________________________
 OP1438* NAD 83(1986) POSITION- 43 59 47.     (N) 094 10 06.     (W)   SCALED    
 OP1438* NAVD 88 ORTHO HEIGHT -   305.190  (meters)    1001.28  (feet) ADJUSTED  
 OP1438  ______________________________________________________________________
 OP1438  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 OP1438  DYNAMIC HEIGHT  -        305.137 (meters)     1001.10  (feet) COMP
 OP1438  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 OP1438
 OP1438  VERT ORDER      -  SECOND    CLASS I
 OP1438
 OP1438.The horizontal coordinates were scaled from a topographic map and have
 OP1438.an estimated accuracy of +/- 6 seconds.
 OP1438.
 OP1438.The orthometric height was determined by differential leveling and
 OP1438.adjusted in June 1995.
 OP1438
 OP1438.The dynamic height is computed by dividing the NAVD 88
 OP1438.geopotential number by the normal gravity value computed on the
 OP1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1438.degrees latitude (g = 980.6199 gals.).
 OP1438
 OP1438.The modeled gravity was interpolated from observed gravity values.
 OP1438
 OP1438;                    North         East    Units  Estimated Accuracy
 OP1438;SPC MN S     -   210,730.      786,500.      MT  (+/- 180 meters Scaled)
 OP1438
 OP1438                          SUPERSEDED SURVEY CONTROL
 OP1438
 OP1438.No superseded survey control is available for this station.
 OP1438
 OP1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ063721(NAD 83)
 OP1438
 OP1438_MARKER: DV = VERTICAL CONTROL DISK
 OP1438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1438_SP_SET: ALUMINUM ALLOY ROD
 OP1438_STAMPING: 0712 Q 1985
 OP1438_MARK LOGO: MNDT  
 OP1438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1438
 OP1438  HISTORY     - Date     Condition        Report By
 OP1438  HISTORY     - 1985     MONUMENTED       MNDT
 OP1438
 OP1438                          STATION DESCRIPTION
 OP1438
 OP1438'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1438'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) NORTH OF THE TOWN OF
 OP1438'VERNON CENTER, IN THE SW 1/4 OF SECTION 11, T106N, R28W, ON THE EAST
 OP1438'RIGHT-OF-WAY OF A GRAVEL ROAD, 2.25 MILES (3.62 KM) NORTH ALONG TRUNK
 OP1438'HIGHWAY 169 FROM ITS JUNCTION WITH COUNTY ROAD 10 IN VERNON CENTER.
 OP1438'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1438'STAMPED---0712 Q 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1438'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1438'OF THE GROUND AND ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF THE GRAVEL
 OP1438'ROAD. THE MARK IS ABOUT 250 FEET (76.2 M) EAST OF THE CENTERLINE OF
 OP1438'TRUNK HIGHWAY 169 AT MILEPOINT 36.15, 27 FEET (8.2 M) EAST OF THE
 OP1438'CENTER OF A GRAVEL ROAD, 5 FEET (1.5 M) SOUTH OF A POWER POLE, AT THE
 OP1438'NORTHWEST CORNER OF A GROVE OF TREES, AND 1.4 FEET (0.4 M) WEST OF A
 OP1438'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1774 ***********************************************************************
 PQ1774  DESIGNATION -  0712 R
 PQ1774  PID         -  PQ1774
 PQ1774  STATE/COUNTY-  MN/BLUE EARTH
 PQ1774  COUNTRY     -  US
 PQ1774  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1774
 PQ1774                         *CURRENT SURVEY CONTROL
 PQ1774  ______________________________________________________________________
 PQ1774* NAD 83(1986) POSITION- 44 00 26.     (N) 094 10 13.     (W)   SCALED    
 PQ1774* NAVD 88 ORTHO HEIGHT -   302.257  (meters)     991.65  (feet) ADJUSTED  
 PQ1774  ______________________________________________________________________
 PQ1774  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ1774  DYNAMIC HEIGHT  -        302.204 (meters)      991.48  (feet) COMP
 PQ1774  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PQ1774
 PQ1774  VERT ORDER      -  SECOND    CLASS I
 PQ1774
 PQ1774.The horizontal coordinates were scaled from a topographic map and have
 PQ1774.an estimated accuracy of +/- 6 seconds.
 PQ1774.
 PQ1774.The orthometric height was determined by differential leveling and
 PQ1774.adjusted in June 1995.
 PQ1774
 PQ1774.The dynamic height is computed by dividing the NAVD 88
 PQ1774.geopotential number by the normal gravity value computed on the
 PQ1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1774.degrees latitude (g = 980.6199 gals.).
 PQ1774
 PQ1774.The modeled gravity was interpolated from observed gravity values.
 PQ1774
 PQ1774;                    North         East    Units  Estimated Accuracy
 PQ1774;SPC MN S     -   211,930.      786,350.      MT  (+/- 180 meters Scaled)
 PQ1774
 PQ1774                          SUPERSEDED SURVEY CONTROL
 PQ1774
 PQ1774.No superseded survey control is available for this station.
 PQ1774
 PQ1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061733(NAD 83)
 PQ1774
 PQ1774_MARKER: DV = VERTICAL CONTROL DISK
 PQ1774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1774_SP_SET: ALUMINUM ALLOY ROD
 PQ1774_STAMPING: 0712 R 1985
 PQ1774_MARK LOGO: MNDT  
 PQ1774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1774
 PQ1774  HISTORY     - Date     Condition        Report By
 PQ1774  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1774
 PQ1774                          STATION DESCRIPTION
 PQ1774
 PQ1774'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1774'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) SOUTH OF THE TOWN OF
 PQ1774'GARDEN CITY, IN THE NE 1/4 OF SECTION 10, T106N, R28W, IN THE
 PQ1774'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PQ1774'COUNTY ROAD 31 TO THE WEST AND COUNTY ROAD 132 TO THE EAST, 3.1 MILES
 PQ1774'(5.0 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS BRIDGE OVER THE
 PQ1774'WATONWAN RIVER IN GARDEN CITY.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1774'VERTICAL CONTROL MONUMENT DISK STAMPED---0712 R 1985---, IS SET ON
 PQ1774'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 27-FOOT LONG ALUMINUM ROD
 PQ1774'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2.5 FEET
 PQ1774'(0.8 M) BELOW THE LEVEL OF THE GRAVEL ROAD. THE MARK IS 154.0 FEET
 PQ1774'(46.9 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT
 PQ1774'36.9, 30 FEET (9.1 M) SOUTH OF THE CENTER OF COUNTY ROAD 132, 53 FEET
 PQ1774'(16.2 M) EAST OF THE CENTER OF A FIELD ENTRANCE, 3 FEET (0.9 M) WEST
 PQ1774'OF A POWER POLE, AND 2.0 FEET (0.6 M) NORTH OF A STEEL WITNESS POST.
 PQ1774'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1779 ***********************************************************************
 PQ1779  DESIGNATION -  0712 S
 PQ1779  PID         -  PQ1779
 PQ1779  STATE/COUNTY-  MN/BLUE EARTH
 PQ1779  COUNTRY     -  US
 PQ1779  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1779
 PQ1779                         *CURRENT SURVEY CONTROL
 PQ1779  ______________________________________________________________________
 PQ1779* NAD 83(1986) POSITION- 44 02 12.     (N) 094 10 46.     (W)   SCALED    
 PQ1779* NAVD 88 ORTHO HEIGHT -   296.005  (meters)     971.14  (feet) ADJUSTED  
 PQ1779  ______________________________________________________________________
 PQ1779  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 PQ1779  DYNAMIC HEIGHT  -        295.954 (meters)      970.98  (feet) COMP
 PQ1779  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 PQ1779
 PQ1779  VERT ORDER      -  SECOND    CLASS I
 PQ1779
 PQ1779.The horizontal coordinates were scaled from a topographic map and have
 PQ1779.an estimated accuracy of +/- 6 seconds.
 PQ1779.
 PQ1779.The orthometric height was determined by differential leveling and
 PQ1779.adjusted in June 1995.
 PQ1779
 PQ1779.The dynamic height is computed by dividing the NAVD 88
 PQ1779.geopotential number by the normal gravity value computed on the
 PQ1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1779.degrees latitude (g = 980.6199 gals.).
 PQ1779
 PQ1779.The modeled gravity was interpolated from observed gravity values.
 PQ1779
 PQ1779;                    North         East    Units  Estimated Accuracy
 PQ1779;SPC MN S     -   215,200.      785,620.      MT  (+/- 180 meters Scaled)
 PQ1779
 PQ1779                          SUPERSEDED SURVEY CONTROL
 PQ1779
 PQ1779.No superseded survey control is available for this station.
 PQ1779
 PQ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ054766(NAD 83)
 PQ1779
 PQ1779_MARKER: DV = VERTICAL CONTROL DISK
 PQ1779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1779_SP_SET: ALUMINUM ALLOY ROD
 PQ1779_STAMPING: 0712 S 1985
 PQ1779_MARK LOGO: MNDT  
 PQ1779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1779
 PQ1779  HISTORY     - Date     Condition        Report By
 PQ1779  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1779
 PQ1779                          STATION DESCRIPTION
 PQ1779
 PQ1779'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1779'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) SOUTH OF THE TOWN OF
 PQ1779'GARDEN CITY, IN THE SE 1/4 OF SECTION 27, T107N, R28W, IN THE
 PQ1779'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PQ1779'COUNTY ROAD 129, 1.05 MILES (1.69 KM) SOUTH ALONG TRUNK HIGHWAY 169
 PQ1779'FROM ITS BRIDGE OVER THE WATONWAN RIVER IN GARDEN CITY.  THE MARK, A
 PQ1779'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712
 PQ1779'S 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 PQ1779'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1779'ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF COUNTY ROAD 129.  THE MARK IS
 PQ1779'28.5 FEET (8.7 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 PQ1779'MILEPOINT 38.95, 36.1 FEET (11.0 M) NORTH OF THE CENTERLINE OF COUNTY
 PQ1779'ROAD 129, 23.3 FEET (7.1 M) WEST-NORTHWEST OF A COUNTY ROAD 129 SIGN
 PQ1779'POST, AND 2.2 FEET (0.7 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN
 PQ1779'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1780 ***********************************************************************
 PQ1780  DESIGNATION -  0712 T
 PQ1780  PID         -  PQ1780
 PQ1780  STATE/COUNTY-  MN/BLUE EARTH
 PQ1780  COUNTRY     -  US
 PQ1780  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1780
 PQ1780                         *CURRENT SURVEY CONTROL
 PQ1780  ______________________________________________________________________
 PQ1780* NAD 83(1986) POSITION- 44 02 38.     (N) 094 10 20.     (W)   SCALED    
 PQ1780* NAVD 88 ORTHO HEIGHT -   279.926  (meters)     918.39  (feet) ADJUSTED  
 PQ1780  ______________________________________________________________________
 PQ1780  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1780  DYNAMIC HEIGHT  -        279.878 (meters)      918.23  (feet) COMP
 PQ1780  MODELED GRAVITY -    980,437.7   (mgal)                       NAVD 88
 PQ1780
 PQ1780  VERT ORDER      -  SECOND    CLASS I
 PQ1780
 PQ1780.The horizontal coordinates were scaled from a topographic map and have
 PQ1780.an estimated accuracy of +/- 6 seconds.
 PQ1780.
 PQ1780.The orthometric height was determined by differential leveling and
 PQ1780.adjusted in June 1995.
 PQ1780
 PQ1780.The dynamic height is computed by dividing the NAVD 88
 PQ1780.geopotential number by the normal gravity value computed on the
 PQ1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1780.degrees latitude (g = 980.6199 gals.).
 PQ1780
 PQ1780.The modeled gravity was interpolated from observed gravity values.
 PQ1780
 PQ1780;                    North         East    Units  Estimated Accuracy
 PQ1780;SPC MN S     -   216,000.      786,200.      MT  (+/- 180 meters Scaled)
 PQ1780
 PQ1780                          SUPERSEDED SURVEY CONTROL
 PQ1780
 PQ1780.No superseded survey control is available for this station.
 PQ1780
 PQ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ060774(NAD 83)
 PQ1780
 PQ1780_MARKER: DV = VERTICAL CONTROL DISK
 PQ1780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1780_SP_SET: ALUMINUM ALLOY ROD
 PQ1780_STAMPING: 0712 T 1985
 PQ1780_MARK LOGO: MNDT  
 PQ1780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1780
 PQ1780  HISTORY     - Date     Condition        Report By
 PQ1780  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1780
 PQ1780                          STATION DESCRIPTION
 PQ1780
 PQ1780'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1780'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) SOUTH OF THE TOWN OF
 PQ1780'GARDEN CITY, IN THE NE 1/4 OF SECTION 27, T107N, R28W, IN THE
 PQ1780'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PQ1780'COUNTY ROAD 34, 0.4 MILE (0.6 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM
 PQ1780'ITS BRIDGE OVER THE WATONWAN RIVER IN GARDEN CITY.  THE MARK, A
 PQ1780'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---0712
 PQ1780'T 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 17-FOOT
 PQ1780'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1780'ABOUT LEVEL WITH TRUNK HIGHWAY 169.  THE MARK IS 107.0 FEET (32.6 M)
 PQ1780'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT 39.4, 63.0
 PQ1780'FEET (19.2 M) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD 34, 89.3
 PQ1780'FEET (27.2 M) EAST-SOUTHEAST OF AN END GUARDRAIL POST, AND 2.0 FEET
 PQ1780'(0.6 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1780'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1781 ***********************************************************************
 PQ1781  DESIGNATION -  0712 U
 PQ1781  PID         -  PQ1781
 PQ1781  STATE/COUNTY-  MN/BLUE EARTH
 PQ1781  COUNTRY     -  US
 PQ1781  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1781
 PQ1781                         *CURRENT SURVEY CONTROL
 PQ1781  ______________________________________________________________________
 PQ1781* NAD 83(1986) POSITION- 44 02 50.     (N) 094 10 05.     (W)   SCALED    
 PQ1781* NAVD 88 ORTHO HEIGHT -   279.148  (meters)     915.84  (feet) ADJUSTED  
 PQ1781  ______________________________________________________________________
 PQ1781  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1781  DYNAMIC HEIGHT  -        279.100 (meters)      915.68  (feet) COMP
 PQ1781  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PQ1781
 PQ1781  VERT ORDER      -  SECOND    CLASS I
 PQ1781
 PQ1781.The horizontal coordinates were scaled from a topographic map and have
 PQ1781.an estimated accuracy of +/- 6 seconds.
 PQ1781.
 PQ1781.The orthometric height was determined by differential leveling and
 PQ1781.adjusted in June 1995.
 PQ1781
 PQ1781.The dynamic height is computed by dividing the NAVD 88
 PQ1781.geopotential number by the normal gravity value computed on the
 PQ1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1781.degrees latitude (g = 980.6199 gals.).
 PQ1781
 PQ1781.The modeled gravity was interpolated from observed gravity values.
 PQ1781
 PQ1781;                    North         East    Units  Estimated Accuracy
 PQ1781;SPC MN S     -   216,370.      786,530.      MT  (+/- 180 meters Scaled)
 PQ1781
 PQ1781                          SUPERSEDED SURVEY CONTROL
 PQ1781
 PQ1781.No superseded survey control is available for this station.
 PQ1781
 PQ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ064777(NAD 83)
 PQ1781
 PQ1781_MARKER: DB = BENCH MARK DISK
 PQ1781_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1781_SP_SET: BRIDGE ABUTMENT
 PQ1781_STAMPING: 0712 U 1985
 PQ1781_MARK LOGO: MNDT  
 PQ1781_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1781
 PQ1781  HISTORY     - Date     Condition        Report By
 PQ1781  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1781
 PQ1781                          STATION DESCRIPTION
 PQ1781
 PQ1781'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1781'THE MARK IS LOCATED IN THE TOWN OF GARDEN CITY, IN THE NW 1/4 OF
 PQ1781'SECTION 26, T107N, R28W, AT THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY
 PQ1781'169 BRIDGE (NUMBER 07024) OVER THE WATONWAN RIVER.  THE MARK, A
 PQ1781'STANDARD MNDT BENCH MARK DISK STAMPED---0712 U 1985---, IS SET FLUSH
 PQ1781'IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS ABOUT 2.8
 PQ1781'FEET (0.9 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 24.5 FEET
 PQ1781'(7.5 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 169, 6.0 FEET
 PQ1781'(1.8 M) WEST OF MILEPOST 40, AND 2.6 FEET (0.8 M) WEST OF THE EAST
 PQ1781'END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1782 ***********************************************************************
 PQ1782  DESIGNATION -  0712 V
 PQ1782  PID         -  PQ1782
 PQ1782  STATE/COUNTY-  MN/BLUE EARTH
 PQ1782  COUNTRY     -  US
 PQ1782  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1782
 PQ1782                         *CURRENT SURVEY CONTROL
 PQ1782  ______________________________________________________________________
 PQ1782* NAD 83(1986) POSITION- 44 03 15.     (N) 094 09 51.     (W)   SCALED    
 PQ1782* NAVD 88 ORTHO HEIGHT -   295.333  (meters)     968.94  (feet) ADJUSTED  
 PQ1782  ______________________________________________________________________
 PQ1782  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1782  DYNAMIC HEIGHT  -        295.282 (meters)      968.77  (feet) COMP
 PQ1782  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PQ1782
 PQ1782  VERT ORDER      -  SECOND    CLASS I
 PQ1782
 PQ1782.The horizontal coordinates were scaled from a topographic map and have
 PQ1782.an estimated accuracy of +/- 6 seconds.
 PQ1782.
 PQ1782.The orthometric height was determined by differential leveling and
 PQ1782.adjusted in June 1995.
 PQ1782
 PQ1782.The dynamic height is computed by dividing the NAVD 88
 PQ1782.geopotential number by the normal gravity value computed on the
 PQ1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1782.degrees latitude (g = 980.6199 gals.).
 PQ1782
 PQ1782.The modeled gravity was interpolated from observed gravity values.
 PQ1782
 PQ1782;                    North         East    Units  Estimated Accuracy
 PQ1782;SPC MN S     -   217,140.      786,850.      MT  (+/- 180 meters Scaled)
 PQ1782
 PQ1782                          SUPERSEDED SURVEY CONTROL
 PQ1782
 PQ1782.No superseded survey control is available for this station.
 PQ1782
 PQ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ067785(NAD 83)
 PQ1782
 PQ1782_MARKER: DV = VERTICAL CONTROL DISK
 PQ1782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1782_SP_SET: ALUMINUM ALLOY ROD
 PQ1782_STAMPING: 0712 V 1985
 PQ1782_MARK LOGO: MNDT  
 PQ1782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1782
 PQ1782  HISTORY     - Date     Condition        Report By
 PQ1782  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1782
 PQ1782                          STATION DESCRIPTION
 PQ1782
 PQ1782'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1782'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) NORTH OF THE TOWN OF
 PQ1782'GARDEN CITY, IN THE SW 1/4 OF SECTION 23, T107N, R28W, IN THE
 PQ1782'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A
 PQ1782'GRAVEL ROAD LEADING WEST, 0.7 MILE (1.1 KM) NORTH ALONG TRUNK HIGHWAY
 PQ1782'169 FROM ITS BRIDGE OVER THE WATONWAN RIVER IN GARDEN CITY.  THE
 PQ1782'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1782'STAMPED---0712 V 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1782'DIAMETER BY 38-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1782'OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK IS
 PQ1782'130.0 FEET (39.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 PQ1782'MILEPOINT 40.7, 34 FEET (10.4 M) NORTH OF THE CENTER OF A GRAVEL
 PQ1782'ROAD, 72.0 FEET (21.9 M) WEST OF A CABLE MARKER POST, AND 1.8 FEET
 PQ1782'(0.5 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1782'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1787 ***********************************************************************
 PQ1787  DESIGNATION -  0712 W
 PQ1787  PID         -  PQ1787
 PQ1787  STATE/COUNTY-  MN/BLUE EARTH
 PQ1787  COUNTRY     -  US
 PQ1787  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1787
 PQ1787                         *CURRENT SURVEY CONTROL
 PQ1787  ______________________________________________________________________
 PQ1787* NAD 83(1986) POSITION- 44 03 44.     (N) 094 09 47.     (W)   SCALED    
 PQ1787* NAVD 88 ORTHO HEIGHT -   303.587  (meters)     996.02  (feet) ADJUSTED  
 PQ1787  ______________________________________________________________________
 PQ1787  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1787  DYNAMIC HEIGHT  -        303.535 (meters)      995.85  (feet) COMP
 PQ1787  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 PQ1787
 PQ1787  VERT ORDER      -  SECOND    CLASS I
 PQ1787
 PQ1787.The horizontal coordinates were scaled from a topographic map and have
 PQ1787.an estimated accuracy of +/- 6 seconds.
 PQ1787.
 PQ1787.The orthometric height was determined by differential leveling and
 PQ1787.adjusted in June 1995.
 PQ1787
 PQ1787.The dynamic height is computed by dividing the NAVD 88
 PQ1787.geopotential number by the normal gravity value computed on the
 PQ1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1787.degrees latitude (g = 980.6199 gals.).
 PQ1787
 PQ1787.The modeled gravity was interpolated from observed gravity values.
 PQ1787
 PQ1787;                    North         East    Units  Estimated Accuracy
 PQ1787;SPC MN S     -   218,040.      786,940.      MT  (+/- 180 meters Scaled)
 PQ1787
 PQ1787                          SUPERSEDED SURVEY CONTROL
 PQ1787
 PQ1787.No superseded survey control is available for this station.
 PQ1787
 PQ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ068794(NAD 83)
 PQ1787
 PQ1787_MARKER: DV = VERTICAL CONTROL DISK
 PQ1787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1787_SP_SET: ALUMINUM ALLOY ROD
 PQ1787_STAMPING: 0712 W 1985
 PQ1787_MARK LOGO: MNDT  
 PQ1787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1787
 PQ1787  HISTORY     - Date     Condition        Report By
 PQ1787  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1787
 PQ1787                          STATION DESCRIPTION
 PQ1787
 PQ1787'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1787'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) NORTH OF THE TOWN OF GARDEN
 PQ1787'CITY, IN THE NW 1/4 OF SECTION 23, T107N, R28W, AT THE INTERSECTION
 PQ1787'OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD LEADING NORTH, 1.25 MILES
 PQ1787'(2.01 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS BRIDGE OVER THE
 PQ1787'WATONWAN RIVER IN GARDEN CITY.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1787'VERTICAL CONTROL MONUMENT DISK STAMPED---0712 W 1985---, IS SET ON
 PQ1787'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 40-FOOT LONG ALUMINUM ROD
 PQ1787'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 PQ1787'GRAVEL ROAD.  THE MARK IS 101.0 FEET (30.8 M) WEST OF THE CENTERLINE
 PQ1787'OF TRUNK HIGHWAY 169 AT MILEPOINT 41.25, 31 FEET (9.4 M) EAST OF THE
 PQ1787'CENTER OF A GRAVEL ROAD, 58.0 FEET (17.7 M) EAST OF A GUY POLE, 95.7
 PQ1787'FEET (29.2 M) NORTHEAST OF A TELEPHONE CABLE MARKER POST, 4.5 FEET
 PQ1787'(1.4 M) NORTH-NORTHEAST OF A POWER POLE, AND 1.9 FEET (0.6 M) NORTH
 PQ1787'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1787'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1789 ***********************************************************************
 PQ1789  DESIGNATION -  0712 X
 PQ1789  PID         -  PQ1789
 PQ1789  STATE/COUNTY-  MN/BLUE EARTH
 PQ1789  COUNTRY     -  US
 PQ1789  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1789
 PQ1789                         *CURRENT SURVEY CONTROL
 PQ1789  ______________________________________________________________________
 PQ1789* NAD 83(1986) POSITION- 44 04 19.9    (N) 094 08 57.4    (W)   HD_HELD2  
 PQ1789* NAVD 88 ORTHO HEIGHT -   301.842  (meters)     990.29  (feet) ADJUSTED  
 PQ1789  ______________________________________________________________________
 PQ1789  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1789  DYNAMIC HEIGHT  -        301.792 (meters)      990.13  (feet) COMP
 PQ1789  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 PQ1789
 PQ1789  VERT ORDER      -  SECOND    CLASS I
 PQ1789
 PQ1789.The horizontal coordinates were established by autonomous hand held GPS
 PQ1789.observations and have an estimated accuracy of +/- 10 meters.
 PQ1789.
 PQ1789.The orthometric height was determined by differential leveling and
 PQ1789.adjusted in June 1995.
 PQ1789
 PQ1789.The dynamic height is computed by dividing the NAVD 88
 PQ1789.geopotential number by the normal gravity value computed on the
 PQ1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1789.degrees latitude (g = 980.6199 gals.).
 PQ1789
 PQ1789.The modeled gravity was interpolated from observed gravity values.
 PQ1789
 PQ1789;                    North         East    Units  Estimated Accuracy
 PQ1789;SPC MN S     -   219,144.      788,042.      MT  (+/- 10 meters HH2 GPS)
 PQ1789
 PQ1789                          SUPERSEDED SURVEY CONTROL
 PQ1789
 PQ1789.No superseded survey control is available for this station.
 PQ1789
 PQ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0796980533(NAD 83)
 PQ1789
 PQ1789_MARKER: DV = VERTICAL CONTROL DISK
 PQ1789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1789_SP_SET: ALUMINUM ALLOY ROD
 PQ1789_STAMPING: 0712 X 1985
 PQ1789_MARK LOGO: MNDT  
 PQ1789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1789
 PQ1789  HISTORY     - Date     Condition        Report By
 PQ1789  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1789
 PQ1789                          STATION DESCRIPTION
 PQ1789
 PQ1789'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1789'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTHEAST OF THE TOWN OF
 PQ1789'GARDEN CITY, IN THE SE 1/4 OF SECTION 14, T107N, R28W, IN THE
 PQ1789'SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A
 PQ1789'GRAVEL ROAD LEADING WEST, 2.3 MILES (3.7 KM) NORTHEAST ALONG TRUNK
 PQ1789'HIGHWAY 169 FROM ITS BRIDGE OVER THE WATONWAN RIVER IN GARDEN CITY.
 PQ1789'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1789'STAMPED---0712 X 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1789'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1789'OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK IS
 PQ1789'161.5 FEET (49.2 M) NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 169
 PQ1789'AT MILEPOINT 42.35, 24 FEET (7.3 M) SOUTH OF THE CENTER OF THE GRAVEL
 PQ1789'ROAD, 136.9 FEET (41.7 M) WEST OF A POWER POLE, 3.9 FEET (1.2 M)
 PQ1789'NORTH OF A POWER POLE, AND 3.0 FEET (0.9 M) WEST OF A STEEL WITNESS
 PQ1789'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1793 ***********************************************************************
 PQ1793  DESIGNATION -  0712 Y
 PQ1793  PID         -  PQ1793
 PQ1793  STATE/COUNTY-  MN/BLUE EARTH
 PQ1793  COUNTRY     -  US
 PQ1793  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1793
 PQ1793                         *CURRENT SURVEY CONTROL
 PQ1793  ______________________________________________________________________
 PQ1793* NAD 83(1986) POSITION- 44 04 37.16   (N) 094 08 32.51   (W)   HD_HELD1  
 PQ1793* NAVD 88 ORTHO HEIGHT -   300.320  (meters)     985.30  (feet) ADJUSTED  
 PQ1793  ______________________________________________________________________
 PQ1793  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1793  DYNAMIC HEIGHT  -        300.270 (meters)      985.14  (feet) COMP
 PQ1793  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 PQ1793
 PQ1793  VERT ORDER      -  SECOND    CLASS I
 PQ1793
 PQ1793.The horizontal coordinates were established by differentially corrected
 PQ1793.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1793.
 PQ1793.The orthometric height was determined by differential leveling and
 PQ1793.adjusted in June 1995.
 PQ1793
 PQ1793.The dynamic height is computed by dividing the NAVD 88
 PQ1793.geopotential number by the normal gravity value computed on the
 PQ1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1793.degrees latitude (g = 980.6199 gals.).
 PQ1793
 PQ1793.The modeled gravity was interpolated from observed gravity values.
 PQ1793
 PQ1793;                    North         East    Units  Estimated Accuracy
 PQ1793;SPC MN S     -   219,676.0     788,596.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1793
 PQ1793                          SUPERSEDED SURVEY CONTROL
 PQ1793
 PQ1793.No superseded survey control is available for this station.
 PQ1793
 PQ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0853081058(NAD 83)
 PQ1793
 PQ1793_MARKER: DV = VERTICAL CONTROL DISK
 PQ1793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1793_SP_SET: ALUMINUM ALLOY ROD
 PQ1793_STAMPING: 0712 Y 1985
 PQ1793_MARK LOGO: MNDT  
 PQ1793_PROJECTION: FLUSH
 PQ1793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1793_ROD/PIPE-DEPTH: 10.7 meters
 PQ1793
 PQ1793  HISTORY     - Date     Condition        Report By
 PQ1793  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1793  HISTORY     - 20050422 GOOD             MNDT
 PQ1793  HISTORY     - 20050422 GOOD             MNDT
 PQ1793
 PQ1793                          STATION DESCRIPTION
 PQ1793
 PQ1793'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1793'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTH-NORTHEAST OF THE
 PQ1793'TOWN OF GARDEN CITY, IN THE NW 1/4 OF SECTION 13, T107N, R28W, IN THE
 PQ1793'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A
 PQ1793'GRAVEL ROAD LEADING NORTHWEST, 2.7 MILES (4.3 KM) NORTHEAST ALONG
 PQ1793'TRUNK HIGHWAY 169 FROM ITS BRIDGE OVER THE WATONWAN RIVER IN GARDEN
 PQ1793'CITY. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1793'DISK STAMPED---0712 Y 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1793'DIAMETER BY 35-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1793'OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK IS
 PQ1793'110.5 FEET (33.7 M) NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 169
 PQ1793'AT MILEPOINT 42.75, 30.5 FEET (9.3 M) NORTHEAST OF THE CENTER OF THE
 PQ1793'GRAVEL ROAD, 61.9 FEET (18.9 M) WEST-NORTHWEST OF A POWER POLE, 5.4
 PQ1793'FEET (1.6 M) SOUTHEAST OF A POWER POLE, AND 1.8 FEET (0.5 M)
 PQ1793'SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 PQ1793'MARK MAGNETIC.
 PQ1793
 PQ1793                          STATION RECOVERY (2005)
 PQ1793
 PQ1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1793'2.5 MILES NORTH-NORTHEAST OF GARDEN CITY, 2.7 MILES NORTHEAST OF
 PQ1793'WATONWAN RIVER IN GARDEN CITY, IN THE NORTHWEST QUADRANT OF THE
 PQ1793'INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD NORTHWEST, AT
 PQ1793'TRUNK HIGHWAY 169 MILEPOINT 42.75, 110.5 FEET NORTHWEST OF TRUNK
 PQ1793'HIGHWAY 169, 30.5 FEET NORTHEAST OF GRAVEL ROAD, 61.9 FEET
 PQ1793'WEST-NORTHWEST OF POWER POLE, 5.4 FEET SOUTHEAST OF POWER POLE, 1.8
 PQ1793'FEET SOUTHWEST OF WITNESS POST
 PQ1793
 PQ1793                          STATION RECOVERY (2005)
 PQ1793
 PQ1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1793'2.5 MILES NORTH-NORTHEAST OF GARDEN CITY, 2.7 MILES NORTHEAST OF
 PQ1793'WATONWAN RIVER IN GARDEN CITY, IN THE NORTHWEST QUADRANT OF THE
 PQ1793'INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD NORTHWEST, AT
 PQ1793'TRUNK HIGHWAY 169 MILEPOINT 42.75, 110.5 FEET NORTHWEST OF TRUNK
 PQ1793'HIGHWAY 169, 30.5 FEET NORTHEAST OF GRAVEL ROAD, 61.9 FEET
 PQ1793'WEST-NORTHWEST OF POWER POLE, 5.4 FEET SOUTHEAST OF POWER POLE, 1.8
 PQ1793'FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1794 ***********************************************************************
 PQ1794  DESIGNATION -  0712 Z
 PQ1794  PID         -  PQ1794
 PQ1794  STATE/COUNTY-  MN/BLUE EARTH
 PQ1794  COUNTRY     -  US
 PQ1794  USGS QUAD   -  LAKE CRYSTAL (1974)
 PQ1794
 PQ1794                         *CURRENT SURVEY CONTROL
 PQ1794  ______________________________________________________________________
 PQ1794* NAD 83(1986) POSITION- 44 05 26.     (N) 094 08 06.     (W)   SCALED    
 PQ1794* NAVD 88 ORTHO HEIGHT -   304.262  (meters)     998.23  (feet) ADJUSTED  
 PQ1794  ______________________________________________________________________
 PQ1794  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 PQ1794  DYNAMIC HEIGHT  -        304.212 (meters)      998.07  (feet) COMP
 PQ1794  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 PQ1794
 PQ1794  VERT ORDER      -  SECOND    CLASS I
 PQ1794
 PQ1794.The horizontal coordinates were scaled from a topographic map and have
 PQ1794.an estimated accuracy of +/- 6 seconds.
 PQ1794.
 PQ1794.The orthometric height was determined by differential leveling and
 PQ1794.adjusted in June 1995.
 PQ1794
 PQ1794.The dynamic height is computed by dividing the NAVD 88
 PQ1794.geopotential number by the normal gravity value computed on the
 PQ1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1794.degrees latitude (g = 980.6199 gals.).
 PQ1794
 PQ1794.The modeled gravity was interpolated from observed gravity values.
 PQ1794
 PQ1794;                    North         East    Units  Estimated Accuracy
 PQ1794;SPC MN S     -   221,180.      789,190.      MT  (+/- 180 meters Scaled)
 PQ1794
 PQ1794                          SUPERSEDED SURVEY CONTROL
 PQ1794
 PQ1794.No superseded survey control is available for this station.
 PQ1794
 PQ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ091825(NAD 83)
 PQ1794
 PQ1794_MARKER: DV = VERTICAL CONTROL DISK
 PQ1794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1794_SP_SET: ALUMINUM ALLOY ROD
 PQ1794_STAMPING: 0712 Z 1985
 PQ1794_MARK LOGO: MNDT  
 PQ1794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1794
 PQ1794  HISTORY     - Date     Condition        Report By
 PQ1794  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1794
 PQ1794                          STATION DESCRIPTION
 PQ1794
 PQ1794'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1794'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) NORTH-NORTHEAST OF THE TOWN
 PQ1794'OF GARDEN CITY, IN THE NE 1/4 OF SECTION 12, T107N, R28W, IN THE
 PQ1794'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND
 PQ1794'COUNTY ROAD 9, 3.95 MILES (6.36 KM) SOUTH ALONG TRUNK HIGHWAY 169
 PQ1794'FROM ITS JUNCTION WITH TRUNK HIGHWAY 60 ABOUT 5 MILES (8.0 KM) WEST
 PQ1794'OF MANKATO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1794'MONUMENT DISK STAMPED---0712 Z 1985---, IS SET ON THE TOP OF A DRIVEN
 PQ1794'3/4-INCH DIAMETER BY 40-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1794'SURFACE OF THE GROUND AND ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF
 PQ1794'COUNTY ROAD 9.  THE MARK IS 315 FEET (96.0 M) WEST OF THE CENTERLINE
 PQ1794'OF TRUNK HIGHWAY 169 AT MILEPOINT 43.65, 36.0 FEET (11.0 M) NORTH OF
 PQ1794'THE CENTERLINE OF COUNTY ROAD 9, 88 FEET (26.8 M) NORTH OF A POWER
 PQ1794'POLE, 3.8 FEET (1.2 M) EAST OF A POWER POLE, AND 1.4 FEET (0.4 M)
 PQ1794'SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1794'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0580 ***********************************************************************
 PQ0580  DESIGNATION -  0713 A
 PQ0580  PID         -  PQ0580
 PQ0580  STATE/COUNTY-  MN/BLUE EARTH
 PQ0580  COUNTRY     -  US
 PQ0580  USGS QUAD   -  MANKATO WEST (1993)
 PQ0580
 PQ0580                         *CURRENT SURVEY CONTROL
 PQ0580  ______________________________________________________________________
 PQ0580* NAD 83(1986) POSITION- 44 08 43.     (N) 094 05 46.     (W)   SCALED    
 PQ0580* NAVD 88 ORTHO HEIGHT -   296.951  (meters)     974.25  (feet) ADJUSTED  
 PQ0580  ______________________________________________________________________
 PQ0580  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ0580  DYNAMIC HEIGHT  -        296.905 (meters)      974.10  (feet) COMP
 PQ0580  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 PQ0580
 PQ0580  VERT ORDER      -  SECOND    CLASS I
 PQ0580
 PQ0580.The horizontal coordinates were scaled from a topographic map and have
 PQ0580.an estimated accuracy of +/- 6 seconds.
 PQ0580.
 PQ0580.The orthometric height was determined by differential leveling and
 PQ0580.adjusted in June 1995.
 PQ0580
 PQ0580.The dynamic height is computed by dividing the NAVD 88
 PQ0580.geopotential number by the normal gravity value computed on the
 PQ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0580.degrees latitude (g = 980.6199 gals.).
 PQ0580
 PQ0580.The modeled gravity was interpolated from observed gravity values.
 PQ0580
 PQ0580;                    North         East    Units  Estimated Accuracy
 PQ0580;SPC MN S     -   227,260.      792,310.      MT  (+/- 180 meters Scaled)
 PQ0580
 PQ0580                          SUPERSEDED SURVEY CONTROL
 PQ0580
 PQ0580  NAVD 88 (06/15/91)  296.936  (m)          974.20   (f) SUPERSEDED  2 1
 PQ0580  NGVD 29 (??/??/92)  296.897  (m)          974.07   (f) ADJ UNCH    2 1
 PQ0580
 PQ0580.Superseded values are not recommended for survey control.
 PQ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0580.See file dsdata.txt to determine how the superseded data were derived.
 PQ0580
 PQ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ123885(NAD 83)
 PQ0580
 PQ0580_MARKER: DB = BENCH MARK DISK
 PQ0580_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ0580_SP_SET: PREFAB CONC. POST IN EARTH
 PQ0580_STAMPING: 0713 A 1964
 PQ0580_MARK LOGO: MNHD  
 PQ0580_PROJECTION: PROJECTING 15 CENTIMETERS
 PQ0580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0580+STABILITY: SURFACE MOTION
 PQ0580
 PQ0580  HISTORY     - Date     Condition        Report By
 PQ0580  HISTORY     - 1964     MONUMENTED       MNHD
 PQ0580  HISTORY     - 1978     GOOD             MNDT
 PQ0580  HISTORY     - 19860908 GOOD             MNDT
 PQ0580
 PQ0580                          STATION DESCRIPTION
 PQ0580
 PQ0580'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0580'3.8 MI WEST FROM MANKATO.
 PQ0580'THE MARK IS LOCATED 3.35 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 PQ0580'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO AND 1.1
 PQ0580'MILES EAST OF THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 60,
 PQ0580'ABOUT 25 FT. WEST OF THE WEST BANK OF A DEEP RAVINE. IT IS 101.6 FT.
 PQ0580'NORTH OF AND 1 FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK
 PQ0580'HIGHWAY 169 AT MILEPOINT 48.9 ENGINEER STATION 1155 AND 58, 76.2 FT.
 PQ0580'NORTH NORTHEAST OF THE NORTH END OF A 24 INCH CONCRETE PIPE CULVERT
 PQ0580'UNDER TRUNK HIGHWAY 169 AND 56.8 FT. NORTH OF THE WEST END OF AN 18
 PQ0580'INCH METAL CULVERT UNDER A DITCH BLOCK. IT IS A BENCH MARK DISK IN A
 PQ0580'6 FT. PRECAST MAGNETIC CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 PQ0580'GROUND, 0.5 FT. NORTH OF A STEEL WITNESS POST.
 PQ0580
 PQ0580                          STATION RECOVERY (1986)
 PQ0580
 PQ0580'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PQ0580'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) SOUTHWEST OF THE TOWN OF
 PQ0580'MANKATO, IN THE NE 1/4 OF SECTION 20, T108N, R27W, ON THE NORTH
 PQ0580'RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT MILEPOINT 48.9 (ENGINEERS
 PQ0580'STATION 1155+58), 3.35 MILES (5.39 KM) WEST ALONG TRUNK HIGHWAY 169
 PQ0580'FROM ITS BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO, AND 1.1 MILES
 PQ0580'(1.8 KM) EAST ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK
 PQ0580'HIGHWAY 60 ABOUT 5 MILES (8.0 KM) WEST OF MANKATO.  THE MARK, A
 PQ0580'STANDARD MNHD BENCH MARK DISK STAMPED---0713 A 1964---, IS SET IN THE
 PQ0580'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT
 PQ0580'(6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M)
 PQ0580'ABOVE THE LEVEL OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 169. THE MARK
 PQ0580'IS 101.6 FEET (31.0 M) NORTH OF THE CENTERLINE OF THE SOUTHBOUND LANE
 PQ0580'OF TRUNK HIGHWAY 169, 76.2 FEET (23.2 M) NORTH-NORTHEAST OF THE NORTH
 PQ0580'END OF A 24-INCH DIAMETER CONCRETE CULVERT UNDER THE HIGHWAY, 56.8
 PQ0580'FEET (17.3 M) NORTH OF THE WEST END OF AN 18-INCH DIAMETER METAL
 PQ0580'CULVERT UNDER A DITCH BLOCK, AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL
 PQ0580'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0582 ***********************************************************************
 PQ0582  DESIGNATION -  0713 B
 PQ0582  PID         -  PQ0582
 PQ0582  STATE/COUNTY-  MN/BLUE EARTH
 PQ0582  COUNTRY     -  US
 PQ0582  USGS QUAD   -  MANKATO WEST (1993)
 PQ0582
 PQ0582                         *CURRENT SURVEY CONTROL
 PQ0582  ______________________________________________________________________
 PQ0582* NAD 83(2007) POSITION- 44 09 06.07567(N) 094 04 16.74757(W)   ADJUSTED  
 PQ0582* NAD 83(2007) ELLIP HT-   228.777 (meters)        (02/10/07)   ADJUSTED
 PQ0582* NAD 83(2007) EPOCH   -  2002.00
 PQ0582* NAVD 88 ORTHO HEIGHT -   256.976  (meters)     843.10  (feet) ADJUSTED  
 PQ0582  ______________________________________________________________________
 PQ0582  NAD 83(2007) X  -   -325,449.506 (meters)                     COMP
 PQ0582  NAD 83(2007) Y  - -4,572,348.540 (meters)                     COMP
 PQ0582  NAD 83(2007) Z  -  4,420,359.629 (meters)                     COMP
 PQ0582  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC09
 PQ0582  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 PQ0582  DYNAMIC HEIGHT  -        256.937 (meters)      842.97  (feet) COMP
 PQ0582  MODELED GRAVITY -    980,460.4   (mgal)                       NAVD 88
 PQ0582
 PQ0582  VERT ORDER      -  SECOND    CLASS I
 PQ0582
 PQ0582  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ0582  Type                                         Horiz  Ellip  Dist(km)
 PQ0582  -------------------------------------------------------------------
 PQ0582  NETWORK                                       0.81   0.76
 PQ0582  -------------------------------------------------------------------
 PQ0582  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.81   0.73      6.29
 PQ0582  -------------------------------------------------------------------
 PQ0582  NOTE: Click here for information on individual local accuracy
 PQ0582  values and other accuracy information.
 PQ0582
 PQ0582
 PQ0582.The horizontal coordinates were established by GPS observations
 PQ0582.and adjusted by the National Geodetic Survey in February 2007.
 PQ0582
 PQ0582.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0582.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0582
 PQ0582.The horizontal coordinates are valid at the epoch date displayed above
 PQ0582.which is a decimal equivalence of Year/Month/Day.
 PQ0582
 PQ0582.The orthometric height was determined by differential leveling and
 PQ0582.adjusted in June 1991.
 PQ0582
 PQ0582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0582
 PQ0582.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0582
 PQ0582.The ellipsoidal height was determined by GPS observations
 PQ0582.and is referenced to NAD 83.
 PQ0582
 PQ0582.The dynamic height is computed by dividing the NAVD 88
 PQ0582.geopotential number by the normal gravity value computed on the
 PQ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0582.degrees latitude (g = 980.6199 gals.).
 PQ0582
 PQ0582.The modeled gravity was interpolated from observed gravity values.
 PQ0582
 PQ0582. The following values were computed from the NAD 83(2007) position.
 PQ0582
 PQ0582;                    North         East     Units Scale Factor Converg.
 PQ0582;SPC MN S     -   227,968.250   794,294.726   MT  0.99994057   -0 02 60.0
 PQ0582;SPC MN S     -   747,925.83  2,605,948.61   sFT  0.99994057   -0 02 60.0
 PQ0582;UTM  15      - 4,889,278.632   414,326.946   MT  0.99969027   -0 44 46.6
 PQ0582
 PQ0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0582!SPC MN S     -   0.99996413  x   0.99994057  =   0.99990470
 PQ0582!UTM  15      -   0.99996413  x   0.99969027  =   0.99965441
 PQ0582
 PQ0582                          SUPERSEDED SURVEY CONTROL
 PQ0582
 PQ0582  NAD 83(1996)-  44 09 06.07531(N)    094 04 16.74684(W) AD(       ) 1
 PQ0582  ELLIP H (01/23/03)  228.813  (m)                       GP(       ) 3 2
 PQ0582  NAVD 88 (01/23/03)  256.98   (m)          843.1    (f) LEVELING    3  
 PQ0582  NGVD 29 (??/??/92)  256.941  (m)          842.98   (f) ADJ UNCH    2 1
 PQ0582
 PQ0582.Superseded values are not recommended for survey control.
 PQ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0582.See file dsdata.txt to determine how the superseded data were derived.
 PQ0582
 PQ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1432689278(NAD 83)
 PQ0582
 PQ0582_MARKER: DB = BENCH MARK DISK
 PQ0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0582_SP_SET: CONCRETE POST
 PQ0582_STAMPING: 0713 B 1964
 PQ0582_MARK LOGO: MNDT  
 PQ0582_PROJECTION: PROJECTING 15 CENTIMETERS
 PQ0582_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0582+SATELLITE: SATELLITE OBSERVATIONS - November 22, 1999
 PQ0582
 PQ0582  HISTORY     - Date     Condition        Report By
 PQ0582  HISTORY     - 1964     MONUMENTED       MNDT
 PQ0582  HISTORY     - 1978     GOOD             MNDT
 PQ0582  HISTORY     - 19991122 GOOD             MNDT
 PQ0582
 PQ0582                          STATION DESCRIPTION
 PQ0582
 PQ0582'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0582'1.9 MI WEST FROM MANKATO.
 PQ0582'THE MARK IS LOCATED 1.9 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 PQ0582'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO AND
 PQ0582'0.35 MILES WEST OF THE JUNCTION OF TRUNK HIGHWAY 68. IT IS 98.7 FT.
 PQ0582'SOUTH OF THE CENTER OF NORTHBOUND TRUNK HIGHWAY 169 AT  MILEPOINT
 PQ0582'49.45 ENGINEER STATION 1230 AND 10, 69.4 FT. NORTHEAST OF THE
 PQ0582'NORTHEAST CORNER OF A 2 STORY WHITE FRAME HOUSE, 81.0 FT. SOUTHWEST OF
 PQ0582'THE WEST END OF A 24 INCH METAL CULVERT UNDER THE ENTRANCE SOUTH TO A
 PQ0582'CAR SALES LOT, 31.5 FT. SOUTH OF THE CENTER OF A DRIVEWAY, 16.5 FT.
 PQ0582'WEST OF A POWER POLE AND 14.6 FT. WEST OF A BURIED TELEPHONE CABLE
 PQ0582'PEDESTAL NUMBER L 4A2. IT IS A BENCH MARK DISK IN A 6 FT. PRECAST
 PQ0582'MAGNETIC, CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE GROUND, 0.5 FT.
 PQ0582'NORTH OF A STEEL WITNESS POST.
 PQ0582
 PQ0582                          STATION RECOVERY (1999)
 PQ0582
 PQ0582'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ0582'THE MARK WAS RECOVERED 2 MI (3.2 KM) WEST OF TH 169 BRIDGE OVER BLUE
 PQ0582'EARTH RIVER IN MANKATO, 0.35 MI (0.56 KM) WEST OF JCT OF TH 68 AND TH
 PQ0582'169, AT TH 169 MP 50.2, 98.7 FT (30.1 M) SOUTH OF NB TH 169, 65 FT
 PQ0582'(19.8 M) WEST OF ENTRANCE TO GAGS CAMPER WAY, 16.5 FT (5.0 M) WEST OF
 PQ0582'P-POLE, 14.6 FT (4.5 M) WEST OF TEL PEDESTAL L4A2, 0.5 FT (15.2 CM)
 PQ0582'NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0584 ***********************************************************************
 PQ0584  DESIGNATION -  0713 C
 PQ0584  PID         -  PQ0584
 PQ0584  STATE/COUNTY-  MN/BLUE EARTH
 PQ0584  COUNTRY     -  US
 PQ0584  USGS QUAD   -  MANKATO WEST (1993)
 PQ0584
 PQ0584                         *CURRENT SURVEY CONTROL
 PQ0584  ______________________________________________________________________
 PQ0584* NAD 83(1986) POSITION- 44 09 11.     (N) 094 02 46.     (W)   SCALED    
 PQ0584* NAVD 88 ORTHO HEIGHT -   252.817  (meters)     829.45  (feet) ADJUSTED  
 PQ0584  ______________________________________________________________________
 PQ0584  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 PQ0584  DYNAMIC HEIGHT  -        252.780 (meters)      829.33  (feet) COMP
 PQ0584  MODELED GRAVITY -    980,463.4   (mgal)                       NAVD 88
 PQ0584
 PQ0584  VERT ORDER      -  SECOND    CLASS I
 PQ0584
 PQ0584.The horizontal coordinates were scaled from a topographic map and have
 PQ0584.an estimated accuracy of +/- 6 seconds.
 PQ0584.
 PQ0584.The orthometric height was determined by differential leveling and
 PQ0584.adjusted in June 1991.
 PQ0584
 PQ0584.The dynamic height is computed by dividing the NAVD 88
 PQ0584.geopotential number by the normal gravity value computed on the
 PQ0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0584.degrees latitude (g = 980.6199 gals.).
 PQ0584
 PQ0584.The modeled gravity was interpolated from observed gravity values.
 PQ0584
 PQ0584;                    North         East    Units  Estimated Accuracy
 PQ0584;SPC MN S     -   228,120.      796,310.      MT  (+/- 180 meters Scaled)
 PQ0584
 PQ0584                          SUPERSEDED SURVEY CONTROL
 PQ0584
 PQ0584  NGVD 29 (??/??/92)  252.782  (m)          829.34   (f) ADJ UNCH    2 1
 PQ0584
 PQ0584.Superseded values are not recommended for survey control.
 PQ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0584.See file dsdata.txt to determine how the superseded data were derived.
 PQ0584
 PQ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ163894(NAD 83)
 PQ0584
 PQ0584_MARKER: DB = BENCH MARK DISK
 PQ0584_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0584_SP_SET: ABUTMENT
 PQ0584_STAMPING: 0713 C 1960
 PQ0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0584
 PQ0584  HISTORY     - Date     Condition        Report By
 PQ0584  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0584  HISTORY     - 1978     GOOD             MNDT
 PQ0584
 PQ0584                          STATION DESCRIPTION
 PQ0584
 PQ0584'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0584'0.65 MI WEST FROM MANKATO.
 PQ0584'THE MARK IS LOCATED 0.65 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 PQ0584'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO. IT IS
 PQ0584'20.5 FT. SOUTH OF, AND 1 FT. HIGHER THAN THE CENTER OF NORTHBOUND
 PQ0584'TRUNK HIGHWAY 169 AT MILEPOINT 51.5. IT IS A BENCH MARK DISK CEMENTED
 PQ0584'IN THE SOUTHWEST CORNER ABUTMENT OF BRIDGE 9404, TRUNK HIGHWAY 169
 PQ0584'NORTHBOUND OVER THE CHICAGO AND NORTHWESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0585 ***********************************************************************
 PQ0585  DESIGNATION -  0713 D
 PQ0585  PID         -  PQ0585
 PQ0585  STATE/COUNTY-  MN/BLUE EARTH
 PQ0585  COUNTRY     -  US
 PQ0585  USGS QUAD   -  MANKATO WEST (1993)
 PQ0585
 PQ0585                         *CURRENT SURVEY CONTROL
 PQ0585  ______________________________________________________________________
 PQ0585* NAD 83(1986) POSITION- 44 09 13.     (N) 094 02 45.     (W)   SCALED    
 PQ0585* NAVD 88 ORTHO HEIGHT -   251.784  (meters)     826.06  (feet) ADJUSTED  
 PQ0585  ______________________________________________________________________
 PQ0585  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 PQ0585  DYNAMIC HEIGHT  -        251.746 (meters)      825.94  (feet) COMP
 PQ0585  MODELED GRAVITY -    980,463.5   (mgal)                       NAVD 88
 PQ0585
 PQ0585  VERT ORDER      -  SECOND    CLASS I
 PQ0585
 PQ0585.The horizontal coordinates were scaled from a topographic map and have
 PQ0585.an estimated accuracy of +/- 6 seconds.
 PQ0585.
 PQ0585.The orthometric height was determined by differential leveling and
 PQ0585.adjusted in June 1991.
 PQ0585
 PQ0585.The dynamic height is computed by dividing the NAVD 88
 PQ0585.geopotential number by the normal gravity value computed on the
 PQ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0585.degrees latitude (g = 980.6199 gals.).
 PQ0585
 PQ0585.The modeled gravity was interpolated from observed gravity values.
 PQ0585
 PQ0585;                    North         East    Units  Estimated Accuracy
 PQ0585;SPC MN S     -   228,180.      796,330.      MT  (+/- 180 meters Scaled)
 PQ0585
 PQ0585                          SUPERSEDED SURVEY CONTROL
 PQ0585
 PQ0585  NGVD 29 (??/??/92)  251.749  (m)          825.95   (f) ADJ UNCH    2 1
 PQ0585
 PQ0585.Superseded values are not recommended for survey control.
 PQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0585.See file dsdata.txt to determine how the superseded data were derived.
 PQ0585
 PQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ163894(NAD 83)
 PQ0585
 PQ0585_MARKER: DB = BENCH MARK DISK
 PQ0585_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0585_SP_SET: ABUTMENT
 PQ0585_STAMPING: 0713 D 1960
 PQ0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0585
 PQ0585  HISTORY     - Date     Condition        Report By
 PQ0585  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0585  HISTORY     - 1978     GOOD             MNDT
 PQ0585
 PQ0585                          STATION DESCRIPTION
 PQ0585
 PQ0585'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0585'0.65 MI WEST FROM MANKATO.
 PQ0585'THE MARK IS LOCATED 0.65 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 PQ0585'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER IN MANKATO. IT IS
 PQ0585'21.0 FT. NORTH OF AND 1 FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK
 PQ0585'HIGHWAY 169 AT MILEPOINT 51.5. IT IS A BENCH MARK DISK CEMENTED IN THE
 PQ0585'NORTHEAST CORNER ABUTMENT OF BRIDGE 9403, TRUNK HIGHWAY 169 SOUTHBOUND
 PQ0585'OVER THE CHICAGO AND NORTHWESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0586 ***********************************************************************
 PQ0586  DESIGNATION -  0713 E
 PQ0586  PID         -  PQ0586
 PQ0586  STATE/COUNTY-  MN/BLUE EARTH
 PQ0586  COUNTRY     -  US
 PQ0586  USGS QUAD   -  MANKATO WEST (1993)
 PQ0586
 PQ0586                         *CURRENT SURVEY CONTROL
 PQ0586  ______________________________________________________________________
 PQ0586* NAD 83(1986) POSITION- 44 09 17.     (N) 094 01 57.     (W)   SCALED    
 PQ0586* NAVD 88 ORTHO HEIGHT -   239.357  (meters)     785.29  (feet) ADJUSTED  
 PQ0586  ______________________________________________________________________
 PQ0586  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PQ0586  DYNAMIC HEIGHT  -        239.322 (meters)      785.18  (feet) COMP
 PQ0586  MODELED GRAVITY -    980,465.1   (mgal)                       NAVD 88
 PQ0586
 PQ0586  VERT ORDER      -  SECOND    CLASS I
 PQ0586
 PQ0586.The horizontal coordinates were scaled from a topographic map and have
 PQ0586.an estimated accuracy of +/- 6 seconds.
 PQ0586.
 PQ0586.The orthometric height was determined by differential leveling and
 PQ0586.adjusted in June 1991.
 PQ0586
 PQ0586.The dynamic height is computed by dividing the NAVD 88
 PQ0586.geopotential number by the normal gravity value computed on the
 PQ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0586.degrees latitude (g = 980.6199 gals.).
 PQ0586
 PQ0586.The modeled gravity was interpolated from observed gravity values.
 PQ0586
 PQ0586;                    North         East    Units  Estimated Accuracy
 PQ0586;SPC MN S     -   228,300.      797,400.      MT  (+/- 180 meters Scaled)
 PQ0586
 PQ0586                          SUPERSEDED SURVEY CONTROL
 PQ0586
 PQ0586  NGVD 29 (??/??/92)  239.322  (m)          785.18   (f) ADJ UNCH    2 1
 PQ0586
 PQ0586.Superseded values are not recommended for survey control.
 PQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0586.See file dsdata.txt to determine how the superseded data were derived.
 PQ0586
 PQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ174895(NAD 83)
 PQ0586
 PQ0586_MARKER: DB = BENCH MARK DISK
 PQ0586_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PQ0586_SP_SET: SIDEWALK
 PQ0586_STAMPING: 0713 E 1960
 PQ0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0586
 PQ0586  HISTORY     - Date     Condition        Report By
 PQ0586  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0586  HISTORY     - 1978     GOOD             MNDT
 PQ0586
 PQ0586                          STATION DESCRIPTION
 PQ0586
 PQ0586'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0586'IN MANKATO.
 PQ0586'THE MARK IS LOCATED AT THE WEST CORPORATE LIMITS OF MANKATO AND THE
 PQ0586'EAST EDGE OF THE COMMUNITY OF LEHILLIER. IT IS 20.1 FT. SOUTH OF, AND
 PQ0586'1 FT. HIGHER THAN THE CENTER OF NORTHBOUND TRUNK HIGHWAY 169 AT
 PQ0586'MILEPOINT 52.2. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST
 PQ0586'CORNER WALKWAY OF TRUNK HIGHWAY BRIDGE NUMBER 9413 OVER THE BLUE EARTH
 PQ0586'RIVER, 1.6 FT. WEST OF THE EAST END OF THE CONCRETE WALKWAY AND 0.3
 PQ0586'FT. NORTH OF THE NORTH FACE OF THE CONCRETE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0587 ***********************************************************************
 PQ0587  DESIGNATION -  0713 E 1
 PQ0587  PID         -  PQ0587
 PQ0587  STATE/COUNTY-  MN/BLUE EARTH
 PQ0587  COUNTRY     -  US
 PQ0587  USGS QUAD   -  MANKATO WEST (1993)
 PQ0587
 PQ0587                         *CURRENT SURVEY CONTROL
 PQ0587  ______________________________________________________________________
 PQ0587* NAD 83(1986) POSITION- 44 09 16.     (N) 094 01 56.     (W)   SCALED    
 PQ0587* NAVD 88 ORTHO HEIGHT -   242.470  (meters)     795.50  (feet) ADJUSTED  
 PQ0587  ______________________________________________________________________
 PQ0587  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PQ0587  DYNAMIC HEIGHT  -        242.434 (meters)      795.39  (feet) COMP
 PQ0587  MODELED GRAVITY -    980,465.1   (mgal)                       NAVD 88
 PQ0587
 PQ0587  VERT ORDER      -  SECOND    CLASS I
 PQ0587
 PQ0587.The horizontal coordinates were scaled from a topographic map and have
 PQ0587.an estimated accuracy of +/- 6 seconds.
 PQ0587.
 PQ0587.The orthometric height was determined by differential leveling and
 PQ0587.adjusted in June 1991.
 PQ0587
 PQ0587.The dynamic height is computed by dividing the NAVD 88
 PQ0587.geopotential number by the normal gravity value computed on the
 PQ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0587.degrees latitude (g = 980.6199 gals.).
 PQ0587
 PQ0587.The modeled gravity was interpolated from observed gravity values.
 PQ0587
 PQ0587;                    North         East    Units  Estimated Accuracy
 PQ0587;SPC MN S     -   228,270.      797,420.      MT  (+/- 180 meters Scaled)
 PQ0587
 PQ0587                          SUPERSEDED SURVEY CONTROL
 PQ0587
 PQ0587  NGVD 29 (??/??/92)  242.435  (m)          795.39   (f) ADJ UNCH    2 1
 PQ0587
 PQ0587.Superseded values are not recommended for survey control.
 PQ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0587.See file dsdata.txt to determine how the superseded data were derived.
 PQ0587
 PQ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ174895(NAD 83)
 PQ0587
 PQ0587_MARKER: DB = BENCH MARK DISK
 PQ0587_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ0587+WITH SETTING: PAVEMENT
 PQ0587_SP_SET: CONCRETE HOUSING
 PQ0587_STAMPING: 0713 E 1 1978
 PQ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0587+STABILITY: SURFACE MOTION
 PQ0587
 PQ0587  HISTORY     - Date     Condition        Report By
 PQ0587  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0587
 PQ0587                          STATION DESCRIPTION
 PQ0587
 PQ0587'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0587'IN MANKATO.
 PQ0587'THE MARK IS LOCATED AT THE WEST CORPORATE LIMITS OF MANKATO, ON THE
 PQ0587'EAST BANK FLOODWALL OF THE BLUE EARTH RIVER. THE MARK IS 50 FT. SOUTH
 PQ0587'OF, AND 10 FT. HIGHER THAN THE CENTER OF NORTHBOUND TRUNK HIGHWAY 169
 PQ0587'AT MILEPOINT 52.2 AND 43 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PQ0587'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER. IT IS A VERTICAL
 PQ0587'CONTROL MONUMENT DISK CEMENTED IN THE SOUTHEAST CORNER OF A 7 BY 9 FT.
 PQ0587'CONCRETE HOUSING FOR A FLOOD CONTROL LIFT GATE ABOUT LEVEL WITH THE
 PQ0587'TOP OF THE EARTHEN DIKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0588 ***********************************************************************
 PQ0588  DESIGNATION -  0713 F
 PQ0588  PID         -  PQ0588
 PQ0588  STATE/COUNTY-  MN/BLUE EARTH
 PQ0588  COUNTRY     -  US
 PQ0588  USGS QUAD   -  MANKATO WEST (1993)
 PQ0588
 PQ0588                         *CURRENT SURVEY CONTROL
 PQ0588  ______________________________________________________________________
 PQ0588* NAD 83(1986) POSITION- 44 09 29.     (N) 094 01 28.     (W)   SCALED    
 PQ0588* NAVD 88 ORTHO HEIGHT -   248.311  (meters)     814.67  (feet) ADJUSTED  
 PQ0588  ______________________________________________________________________
 PQ0588  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 PQ0588  DYNAMIC HEIGHT  -        248.275 (meters)      814.55  (feet) COMP
 PQ0588  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 PQ0588
 PQ0588  VERT ORDER      -  SECOND    CLASS I
 PQ0588
 PQ0588.The horizontal coordinates were scaled from a topographic map and have
 PQ0588.an estimated accuracy of +/- 6 seconds.
 PQ0588.
 PQ0588.The orthometric height was determined by differential leveling and
 PQ0588.adjusted in June 1991.
 PQ0588
 PQ0588.The dynamic height is computed by dividing the NAVD 88
 PQ0588.geopotential number by the normal gravity value computed on the
 PQ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0588.degrees latitude (g = 980.6199 gals.).
 PQ0588
 PQ0588.The modeled gravity was interpolated from observed gravity values.
 PQ0588
 PQ0588;                    North         East    Units  Estimated Accuracy
 PQ0588;SPC MN S     -   228,670.      798,050.      MT  (+/- 180 meters Scaled)
 PQ0588
 PQ0588                          SUPERSEDED SURVEY CONTROL
 PQ0588
 PQ0588  NGVD 29 (??/??/92)  248.277  (m)          814.56   (f) ADJ UNCH    2 1
 PQ0588
 PQ0588.Superseded values are not recommended for survey control.
 PQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0588.See file dsdata.txt to determine how the superseded data were derived.
 PQ0588
 PQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ180899(NAD 83)
 PQ0588
 PQ0588_MARKER: DB = BENCH MARK DISK
 PQ0588_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0588_SP_SET: ABUTMENT
 PQ0588_STAMPING: 0713 F 1961
 PQ0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0588
 PQ0588  HISTORY     - Date     Condition        Report By
 PQ0588  HISTORY     - 1961     MONUMENTED       MNDT
 PQ0588  HISTORY     - 1978     GOOD             MNDT
 PQ0588
 PQ0588                          STATION DESCRIPTION
 PQ0588
 PQ0588'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0588'IN MANKATO.
 PQ0588'THE MARK IS LOCATED ABOUT 0.7 MILE SOUTHWEST ALONG T.H. 169 FROM THE
 PQ0588'MINNESOTA RIVER, 0.25 MILE SOUTHWEST ALONG T.H. 169 FROM THE JUNCTION
 PQ0588'OF T.H. 60 PARK LANE, AT T.H. 169 MILEPOINT 52.7. IT IS 34.4 FT.
 PQ0588'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER OF THE T.H. 169 MEDIAN.
 PQ0588'IT IS A STANDARD MNHT BENCH MARK DISK SET IN THE SOUTHEAST END OF THE
 PQ0588'NORTHEAST ABUTMENT OF BRIDGE NUMBER 9241, T.H. 169 OVER SIBLEY ST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0589 ***********************************************************************
 PQ0589  DESIGNATION -  0713 G
 PQ0589  PID         -  PQ0589
 PQ0589  STATE/COUNTY-  MN/BLUE EARTH
 PQ0589  COUNTRY     -  US
 PQ0589  USGS QUAD   -  MANKATO WEST (1993)
 PQ0589
 PQ0589                         *CURRENT SURVEY CONTROL
 PQ0589  ______________________________________________________________________
 PQ0589* NAD 83(1986) POSITION- 44 09 36.     (N) 094 01 13.     (W)   SCALED    
 PQ0589* NAVD 88 ORTHO HEIGHT -   249.167  (meters)     817.48  (feet) ADJUSTED  
 PQ0589  ______________________________________________________________________
 PQ0589  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 PQ0589  DYNAMIC HEIGHT  -        249.131 (meters)      817.36  (feet) COMP
 PQ0589  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 PQ0589
 PQ0589  VERT ORDER      -  SECOND    CLASS I
 PQ0589
 PQ0589.The horizontal coordinates were scaled from a topographic map and have
 PQ0589.an estimated accuracy of +/- 6 seconds.
 PQ0589.
 PQ0589.The orthometric height was determined by differential leveling and
 PQ0589.adjusted in June 1991.
 PQ0589
 PQ0589.The dynamic height is computed by dividing the NAVD 88
 PQ0589.geopotential number by the normal gravity value computed on the
 PQ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0589.degrees latitude (g = 980.6199 gals.).
 PQ0589
 PQ0589.The modeled gravity was interpolated from observed gravity values.
 PQ0589
 PQ0589;                    North         East    Units  Estimated Accuracy
 PQ0589;SPC MN S     -   228,890.      798,380.      MT  (+/- 180 meters Scaled)
 PQ0589
 PQ0589                          SUPERSEDED SURVEY CONTROL
 PQ0589
 PQ0589  NGVD 29 (??/??/92)  249.133  (m)          817.36   (f) ADJ UNCH    2 1
 PQ0589
 PQ0589.Superseded values are not recommended for survey control.
 PQ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0589.See file dsdata.txt to determine how the superseded data were derived.
 PQ0589
 PQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ184901(NAD 83)
 PQ0589
 PQ0589_MARKER: DB = BENCH MARK DISK
 PQ0589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0589_SP_SET: ABUTMENT
 PQ0589_STAMPING: 0713 G 1961
 PQ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0589
 PQ0589  HISTORY     - Date     Condition        Report By
 PQ0589  HISTORY     - 1961     MONUMENTED       MNDT
 PQ0589  HISTORY     - 1978     GOOD             MNDT
 PQ0589
 PQ0589                          STATION DESCRIPTION
 PQ0589
 PQ0589'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0589'IN MANKATO.
 PQ0589'THE MARK IS LOCATED ON THE WEST SIDE OF MANKATO, ABOUT 0.45 MILE
 PQ0589'SOUTHWEST ALONG T.H. 169 FROM THE MINNESOTA RIVER, AT THE JUNCTION OF
 PQ0589'T.H. 60, AT T.H. 169 MILEPOINT 52.9. IT IS 34.0 FT. EAST OF AND ABOUT
 PQ0589'2 FT. HIGHER THAN THE CENTER OF THE T.H. 169 CONCRETE MEDIAN. IT IS A
 PQ0589'STANDARD MNHD BENCH MARK DISK SET IN THE ABUTMENT OF THE SOUTHEAST
 PQ0589'CORNER OF BRIDGE NUMBER 9294, T.H. 169 OVER T.H. 60 PARK LANE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0581 ***********************************************************************
 PQ0581  DESIGNATION -  0713 H
 PQ0581  PID         -  PQ0581
 PQ0581  STATE/COUNTY-  MN/BLUE EARTH
 PQ0581  COUNTRY     -  US
 PQ0581  USGS QUAD   -  MANKATO WEST (1993)
 PQ0581
 PQ0581                         *CURRENT SURVEY CONTROL
 PQ0581  ______________________________________________________________________
 PQ0581* NAD 83(1986) POSITION- 44 08 45.     (N) 094 05 01.     (W)   SCALED    
 PQ0581* NAVD 88 ORTHO HEIGHT -   294.171  (meters)     965.13  (feet) ADJUSTED  
 PQ0581  ______________________________________________________________________
 PQ0581  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ0581  DYNAMIC HEIGHT  -        294.127 (meters)      964.98  (feet) COMP
 PQ0581  MODELED GRAVITY -    980,458.1   (mgal)                       NAVD 88
 PQ0581
 PQ0581  VERT ORDER      -  SECOND    CLASS I
 PQ0581
 PQ0581.The horizontal coordinates were scaled from a topographic map and have
 PQ0581.an estimated accuracy of +/- 6 seconds.
 PQ0581.
 PQ0581.The orthometric height was determined by differential leveling and
 PQ0581.adjusted in June 1991.
 PQ0581
 PQ0581.The dynamic height is computed by dividing the NAVD 88
 PQ0581.geopotential number by the normal gravity value computed on the
 PQ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0581.degrees latitude (g = 980.6199 gals.).
 PQ0581
 PQ0581.The modeled gravity was interpolated from observed gravity values.
 PQ0581
 PQ0581;                    North         East    Units  Estimated Accuracy
 PQ0581;SPC MN S     -   227,320.      793,310.      MT  (+/- 180 meters Scaled)
 PQ0581
 PQ0581                          SUPERSEDED SURVEY CONTROL
 PQ0581
 PQ0581  NGVD 29 (??/??/92)  294.134  (m)          965.00   (f) ADJ UNCH    2 1
 PQ0581
 PQ0581.Superseded values are not recommended for survey control.
 PQ0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0581.See file dsdata.txt to determine how the superseded data were derived.
 PQ0581
 PQ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ133886(NAD 83)
 PQ0581
 PQ0581_MARKER: DV = VERTICAL CONTROL DISK
 PQ0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0581_SP_SET: COPPER-CLAD STEEL ROD
 PQ0581_STAMPING: 0713 H 1978
 PQ0581_MARK LOGO: MNDT  
 PQ0581_PROJECTION: FLUSH
 PQ0581_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0581_ROD/PIPE-DEPTH: 14.6 meters
 PQ0581
 PQ0581  HISTORY     - Date     Condition        Report By
 PQ0581  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0581  HISTORY     - 19860908 GOOD             MNDT
 PQ0581
 PQ0581                          STATION DESCRIPTION
 PQ0581
 PQ0581'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0581'2.5 MI WEST FROM MANKATO.
 PQ0581'THE MARK IS LOCATED 2.7 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 PQ0581'TRUNK HIGHWAY 169 BRIDGE OVER THE BLUE EARTH RIVER AT MANKATO AND
 PQ0581'1.75 MILES EAST OF THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 PQ0581'HIGHWAY 60, IN THE TRUNK HIGHWAY 169 MEDIAN STRIP. IT IS 101 FT.
 PQ0581'NORTHEAST OF THE CENTER OF A CONCRETE CROSSOVER BETWEEN THE HIGHWAYS,
 PQ0581'63.6 FT. NORTHEAST OF THE NORTHEAST END OF AN 18 INCH METAL CULVERT
 PQ0581'UNDER THE CROSSOVER, 50.3 FT. NORTHWEST OF AND 2 FT. LOWER THAN THE
 PQ0581'CENTER OF NORTHBOUND TRUNK HIGHWAY 169 AND 49.5 FT. SOUTHEAST OF THE
 PQ0581'CENTER OF SOUTHBOUND TRUNK HIGHWAY 169. IT IS A VERTICAL CONTROL
 PQ0581'MONUMENT DISK CRIMPED TO 48 FT. OF COPPER CLAD STEEL ROD DRIVEN TO
 PQ0581'REFUSAL AND SET FLUSH WITH THE GROUND, 1.0 FT. WEST OF A STEEL
 PQ0581'WITNESS POST.
 PQ0581
 PQ0581                          STATION RECOVERY (1986)
 PQ0581
 PQ0581'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PQ0581'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST-SOUTHWEST OF THE
 PQ0581'TOWN OF MANKATO, IN THE NW 1/4 OF SECTION 21, T108N, R27W, IN THE
 PQ0581'TRUNK HIGHWAY 169 MEDIAN STRIP AT MILEPOINT 49.5, 2.7 MILES (4.3 KM)
 PQ0581'WEST ALONG TRUNK HIGHWAY 169 FROM ITS BRIDGE OVER THE BLUE EARTH RIVER
 PQ0581'IN MANKATO, AND 1.65 MILES (2.66 KM) EAST ALONG TRUNK HIGHWAY 169
 PQ0581'FROM ITS JUNCTION WITH TRUNK HIGHWAY 60 ABOUT 5 MILES (8.0 KM) WEST
 PQ0581'OF MANKATO.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ0581'STAMPED---0713 H 1978---, IS SET ON THE TOP OF A DRIVEN 5/8-INCH
 PQ0581'DIAMETER BY 48-FOOT LONG COPPER-COATED STEEL ROD THAT IS FLUSH WITH
 PQ0581'THE SURFACE OF THE GROUND AND ABOUT 2.5 FEET (0.8 M) BELOW THE LEVEL
 PQ0581'OF THE HIGHWAY.  THE MARK IS 50.0 FEET (15.2 M) NORTHWEST OF THE
 PQ0581'CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 169, 50.0 FEET
 PQ0581'(15.2 M) SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE OF TRUNK
 PQ0581'HIGHWAY 169, 100.0 FEET (30.5 M) NORTHEAST OF THE CENTERLINE OF A
 PQ0581'CROSSOVER, AND 1.0 FOOT (0.3 M) WEST-SOUTHWEST OF A STEEL WITNESS
 PQ0581'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0579 ***********************************************************************
 PQ0579  DESIGNATION -  0713 J
 PQ0579  PID         -  PQ0579
 PQ0579  STATE/COUNTY-  MN/BLUE EARTH
 PQ0579  COUNTRY     -  US
 PQ0579  USGS QUAD   -  MANKATO WEST (1993)
 PQ0579
 PQ0579                         *CURRENT SURVEY CONTROL
 PQ0579  ______________________________________________________________________
 PQ0579* NAD 83(1986) POSITION- 44 08 39.6    (N) 094 07 07.1    (W)   HD_HELD2  
 PQ0579* NAVD 88 ORTHO HEIGHT -   297.556  (meters)     976.23  (feet) ADJUSTED  
 PQ0579  ______________________________________________________________________
 PQ0579  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ0579  DYNAMIC HEIGHT  -        297.509 (meters)      976.08  (feet) COMP
 PQ0579  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 PQ0579
 PQ0579  VERT ORDER      -  SECOND    CLASS I
 PQ0579
 PQ0579.The horizontal coordinates were established by autonomous hand held GPS
 PQ0579.observations and have an estimated accuracy of +/- 10 meters.
 PQ0579.
 PQ0579.The orthometric height was determined by differential leveling and
 PQ0579.adjusted in June 1995.
 PQ0579
 PQ0579.The dynamic height is computed by dividing the NAVD 88
 PQ0579.geopotential number by the normal gravity value computed on the
 PQ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0579.degrees latitude (g = 980.6199 gals.).
 PQ0579
 PQ0579.The modeled gravity was interpolated from observed gravity values.
 PQ0579
 PQ0579;                    North         East    Units  Estimated Accuracy
 PQ0579;SPC MN S     -   227,156.      790,508.      MT  (+/- 10 meters HH2 GPS)
 PQ0579
 PQ0579                          SUPERSEDED SURVEY CONTROL
 PQ0579
 PQ0579  NAVD 88 (06/15/91)  297.537  (m)          976.17   (f) SUPERSEDED  2 1
 PQ0579  NGVD 29 (??/??/92)  297.495  (m)          976.03   (f) ADJ UNCH    2 1
 PQ0579
 PQ0579.Superseded values are not recommended for survey control.
 PQ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0579.See file dsdata.txt to determine how the superseded data were derived.
 PQ0579
 PQ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1053188512(NAD 83)
 PQ0579
 PQ0579_MARKER: DV = VERTICAL CONTROL DISK
 PQ0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0579_SP_SET: COPPER-CLAD STEEL ROD
 PQ0579_STAMPING: 0713 J 1978
 PQ0579_MARK LOGO: MNDT  
 PQ0579_PROJECTION: FLUSH
 PQ0579_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0579_ROD/PIPE-DEPTH: 17.1 meters
 PQ0579
 PQ0579  HISTORY     - Date     Condition        Report By
 PQ0579  HISTORY     - 1978     MONUMENTED       MNDT
 PQ0579  HISTORY     - 19860908 GOOD             MNDT
 PQ0579
 PQ0579                          STATION DESCRIPTION
 PQ0579
 PQ0579'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0579'6.0 MI NE FROM LAKE CRYSTAL.
 PQ0579'THE MARK IS LOCATED 6.1 MILES NORTHEAST ALONG TRUNK HIGHWAY 60 FROM
 PQ0579'THE TRUNK HIGHWAY 60 RAILROAD BRIDGE IN LAKE CRYSTAL AND 4.45 MILES
 PQ0579'WEST ALONG TRUNK HIGHWAY 169 FROM THE BLUE EARTH RIVER BRIDGE IN
 PQ0579'MANKATO, AT THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 PQ0579'60. IT IS 49.8 FT. SOUTH OF AND 3 FT. LOWER THAN THE CENTER OF
 PQ0579'WESTBOUND TRUNK HIGHWAY 60, 49.5 FT. NORTH OF THE CENTER OF EASTBOUND
 PQ0579'TRUNK HIGHWAY 60 AND 43.4 FT. NORTHWEST OF THE CENTER OF THE
 PQ0579'CONNECTING RAMP FROM WESTBOUND TRUNK HIGHWAY 60 TO SOUTHBOUND TRUNK
 PQ0579'HIGHWAY 169. IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 56 FT.
 PQ0579'OF COPPER CLAD STEEL ROD DRIVEN TO REFUSAL AND SET FLUSH WITH THE
 PQ0579'GROUND, 0.5 FT. EAST OF A STEEL WITNESS POST.
 PQ0579
 PQ0579                          STATION RECOVERY (1986)
 PQ0579
 PQ0579'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PQ0579'THE MARK IS LOCATED ABOUT 4.5 MILES (7.2 KM) SOUTHWEST OF THE TOWN OF
 PQ0579'MANKATO, IN THE SW 1/4 OF SECTION 19, T108N, R27W, AT THE WEST
 PQ0579'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 169, 4.45 MILES
 PQ0579'(7.16 KM) WEST ALONG TRUNK HIGHWAY 169 FROM ITS BRIDGE OVER THE BLUE
 PQ0579'EARTH RIVER IN MANKATO. THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PQ0579'MONUMENT DISK STAMPED---0713 J 1978---, IS SET ON THE TOP OF A DRIVEN
 PQ0579'5/8-INCH DIAMETER BY 56-FOOT LONG COPPER-COATED STEEL ROD THAT IS
 PQ0579'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET (0.9 M) BELOW
 PQ0579'THE LEVEL OF THE WESTBOUND LANE OF TRUNK HIGHWAY 60.  THE MARK IS
 PQ0579'49.8 FEET (15.2 M) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANE OF
 PQ0579'TRUNK HIGHWAY 60 AT MILEPOINT 99.9, 49.5 FEET (15.1 M) NORTH OF THE
 PQ0579'CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 60, 43.4 FEET
 PQ0579'(13.2 M) NORTHWEST OF THE CENTERLINE OF THE CONNECTING RAMP FROM
 PQ0579'WESTBOUND TRUNK HIGHWAY 60 TO SOUTHBOUND TRUNK HIGHWAY 169 AT
 PQ0579'MILEPOINT 47.7, AND 0.5 FOOT (15.2 CM) EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3298 ***********************************************************************
 AI3298  DESIGNATION -  0714 C
 AI3298  PID         -  AI3298
 AI3298  STATE/COUNTY-  MN/BLUE EARTH
 AI3298  COUNTRY     -  US
 AI3298  USGS QUAD   -  MANKATO EAST (1993)
 AI3298
 AI3298                         *CURRENT SURVEY CONTROL
 AI3298  ______________________________________________________________________
 AI3298* NAD 83(1986) POSITION- 44 12 00.     (N) 093 58 11.     (W)   SCALED    
 AI3298* NAVD 88 ORTHO HEIGHT -   297.069  (meters)     974.63  (feet) ADJUSTED  
 AI3298  ______________________________________________________________________
 AI3298  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AI3298  DYNAMIC HEIGHT  -        297.025 (meters)      974.49  (feet) COMP
 AI3298  MODELED GRAVITY -    980,460.7   (mgal)                       NAVD 88
 AI3298
 AI3298  VERT ORDER      -  SECOND    CLASS I
 AI3298
 AI3298.The horizontal coordinates were scaled from a topographic map and have
 AI3298.an estimated accuracy of +/- 6 seconds.
 AI3298.
 AI3298.The orthometric height was determined by differential leveling and
 AI3298.adjusted in June 2000.
 AI3298
 AI3298.The dynamic height is computed by dividing the NAVD 88
 AI3298.geopotential number by the normal gravity value computed on the
 AI3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3298.degrees latitude (g = 980.6199 gals.).
 AI3298
 AI3298.The modeled gravity was interpolated from observed gravity values.
 AI3298
 AI3298;                    North         East    Units  Estimated Accuracy
 AI3298;SPC MN S     -   233,330.      802,420.      MT  (+/- 180 meters Scaled)
 AI3298
 AI3298                          SUPERSEDED SURVEY CONTROL
 AI3298
 AI3298.No superseded survey control is available for this station.
 AI3298
 AI3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ225945(NAD 83)
 AI3298
 AI3298_MARKER: DV = VERTICAL CONTROL DISK
 AI3298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3298_SP_SET: BRIDGE RAILING
 AI3298_STAMPING: 0714 C 1980
 AI3298_MARK LOGO: MNDT  
 AI3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3298+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 AI3298
 AI3298  HISTORY     - Date     Condition        Report By
 AI3298  HISTORY     - 1980     MONUMENTED       MNDT
 AI3298  HISTORY     - 19900820 GOOD             MNDT
 AI3298
 AI3298                          STATION DESCRIPTION
 AI3298
 AI3298'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3298'THE MARK IS LOCATED ABOUT 1 1/2 MILES NORTH OF MANKATO IN THE SE 1/4
 AI3298'SECTION 32, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND TH 14
 AI3298'BY PASS, GO NORTH 0.8 MILE (1.3 KM) ON TH 22, MP 55.8. THE MARK IS SET
 AI3298'IN THE SW CORNER OF BRIDGE 07035, 32.5 FT (9.9 M) SE OF THE CENTER OF
 AI3298'TH 22, 12.7 FT (3.9 M) NORTH OF THE SOUTH END OF THE EAST BRIDGE
 AI3298'RAILING AND IS ABOUT 2 1/2 FT HIGHER THAN TH 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3299 ***********************************************************************
 AI3299  DESIGNATION -  0714 D
 AI3299  PID         -  AI3299
 AI3299  STATE/COUNTY-  MN/BLUE EARTH
 AI3299  COUNTRY     -  US
 AI3299  USGS QUAD   -  MANKATO EAST (1993)
 AI3299
 AI3299                         *CURRENT SURVEY CONTROL
 AI3299  ______________________________________________________________________
 AI3299* NAD 83(1986) POSITION- 44 12 00.     (N) 093 58 11.     (W)   SCALED    
 AI3299* NAVD 88 ORTHO HEIGHT -   297.884  (meters)     977.31  (feet) ADJUSTED  
 AI3299  ______________________________________________________________________
 AI3299  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AI3299  DYNAMIC HEIGHT  -        297.839 (meters)      977.16  (feet) COMP
 AI3299  MODELED GRAVITY -    980,460.7   (mgal)                       NAVD 88
 AI3299
 AI3299  VERT ORDER      -  SECOND    CLASS I
 AI3299
 AI3299.The horizontal coordinates were scaled from a topographic map and have
 AI3299.an estimated accuracy of +/- 6 seconds.
 AI3299.
 AI3299.The orthometric height was determined by differential leveling and
 AI3299.adjusted in June 2000.
 AI3299
 AI3299.The dynamic height is computed by dividing the NAVD 88
 AI3299.geopotential number by the normal gravity value computed on the
 AI3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3299.degrees latitude (g = 980.6199 gals.).
 AI3299
 AI3299.The modeled gravity was interpolated from observed gravity values.
 AI3299
 AI3299;                    North         East    Units  Estimated Accuracy
 AI3299;SPC MN S     -   233,330.      802,420.      MT  (+/- 180 meters Scaled)
 AI3299
 AI3299                          SUPERSEDED SURVEY CONTROL
 AI3299
 AI3299.No superseded survey control is available for this station.
 AI3299
 AI3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ225945(NAD 83)
 AI3299
 AI3299_MARKER: DV = VERTICAL CONTROL DISK
 AI3299_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3299_SP_SET: BRIDGE RAILING
 AI3299_STAMPING: 0714 D 1980
 AI3299_MARK LOGO: MNDT  
 AI3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3299+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1990
 AI3299
 AI3299  HISTORY     - Date     Condition        Report By
 AI3299  HISTORY     - 1980     MONUMENTED       MNDT
 AI3299  HISTORY     - 19900820 GOOD             MNDT
 AI3299
 AI3299                          STATION DESCRIPTION
 AI3299
 AI3299'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3299'THE MARK IS LOCATED ABOUT 1 1/2 MILES NORTH OF MANKATO IN THE SE 1/4
 AI3299'SECTION 32, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND TH 14
 AI3299'BY PASS, GO NORTH 0.8 MILE (1.3 KM) ON TH 22, MP 55.9. THE MARK IS SET
 AI3299'IN THE SE CORNER OF BRIDGE 07035, 32.5 FT (9.9 M) SE OF THE CENTER OF
 AI3299'TH 22, 12.6 FT (3.8 M) SOUTH OF THE NORTH END OF THE EAST BRIDGE
 AI3299'RAILING AND IS ABOUT 2 1/2 FT HIGHER THAN TH 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3303 ***********************************************************************
 AI3303  DESIGNATION -  0714 F
 AI3303  PID         -  AI3303
 AI3303  STATE/COUNTY-  MN/BLUE EARTH
 AI3303  COUNTRY     -  US
 AI3303  USGS QUAD   -  MANKATO EAST (1993)
 AI3303
 AI3303                         *CURRENT SURVEY CONTROL
 AI3303  ______________________________________________________________________
 AI3303* NAD 83(1986) POSITION- 44 13 45.8    (N) 093 57 31.3    (W)   HD_HELD2  
 AI3303* NAVD 88 ORTHO HEIGHT -   287.904  (meters)     944.57  (feet) ADJUSTED  
 AI3303  ______________________________________________________________________
 AI3303  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AI3303  DYNAMIC HEIGHT  -        287.861 (meters)      944.42  (feet) COMP
 AI3303  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 AI3303
 AI3303  VERT ORDER      -  SECOND    CLASS I
 AI3303
 AI3303.The horizontal coordinates were established by autonomous hand held GPS
 AI3303.observations and have an estimated accuracy of +/- 10 meters.
 AI3303.
 AI3303.The orthometric height was determined by differential leveling and
 AI3303.adjusted in June 2000.
 AI3303
 AI3303.Photographs are available for this station.
 AI3303
 AI3303.The dynamic height is computed by dividing the NAVD 88
 AI3303.geopotential number by the normal gravity value computed on the
 AI3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3303.degrees latitude (g = 980.6199 gals.).
 AI3303
 AI3303.The modeled gravity was interpolated from observed gravity values.
 AI3303
 AI3303;                    North         East    Units  Estimated Accuracy
 AI3303;SPC MN S     -   236,600.      803,300.      MT  (+/- 10 meters HH2 GPS)
 AI3303
 AI3303                          SUPERSEDED SURVEY CONTROL
 AI3303
 AI3303.No superseded survey control is available for this station.
 AI3303
 AI3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2343497797(NAD 83)
 AI3303
 AI3303_MARKER: DV = VERTICAL CONTROL DISK
 AI3303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI3303_SP_SET: BRIDGE RAILING
 AI3303_STAMPING: 0714 F 1980
 AI3303_MARK LOGO: MNDT  
 AI3303_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3303+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 AI3303
 AI3303  HISTORY     - Date     Condition        Report By
 AI3303  HISTORY     - 1980     MONUMENTED       MNDT
 AI3303  HISTORY     - 19900820 GOOD             MNDT
 AI3303  HISTORY     - 20051019 GOOD             MNDT
 AI3303
 AI3303                          STATION DESCRIPTION
 AI3303
 AI3303'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3303'THE MARK IS LOCATED ABOUT 3 1/2 MILES NORTH OF MANKATO IN THE SE 1/4
 AI3303'SECTION 21, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND TH 14
 AI3303'BY PASS, GO NORTH 3.1 MILES (5.0 KM) ON TH 22, MP 58.1. THE MARK IS
 AI3303'SET IN THE SE CORNER OF BRIDGE 07036, 24.0 FT (7.3 M) EAST OF THE
 AI3303'CENTER OF TH 22, 3.0 FT (0.9 M) NORTH OF THE SOUTH END OF THE EAST
 AI3303'BRIDGE RAILING AND IS ABOUT 3 FT (0.9 M) HIGHER THAN TH 22.
 AI3303
 AI3303                          STATION RECOVERY (2005)
 AI3303
 AI3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI3303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8430 ***********************************************************************
 DI8430  DESIGNATION -  0714 F 1
 DI8430  PID         -  DI8430
 DI8430  STATE/COUNTY-  MN/BLUE EARTH
 DI8430  COUNTRY     -  US
 DI8430  USGS QUAD   -  MANKATO EAST (1993)
 DI8430
 DI8430                         *CURRENT SURVEY CONTROL
 DI8430  ______________________________________________________________________
 DI8430* NAD 83(1986) POSITION- 44 13 56.4    (N) 093 55 43.8    (W)   HD_HELD2  
 DI8430* NAVD 88 ORTHO HEIGHT -   309.502  (meters)    1015.42  (feet) ADJUSTED  
 DI8430  ______________________________________________________________________
 DI8430  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DI8430  DYNAMIC HEIGHT  -        309.453 (meters)     1015.26  (feet) COMP
 DI8430  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 DI8430
 DI8430  VERT ORDER      -  SECOND    CLASS I
 DI8430
 DI8430.The horizontal coordinates were established by autonomous hand held GPS
 DI8430.observations and have an estimated accuracy of +/- 10 meters.
 DI8430.
 DI8430.The orthometric height was determined by differential leveling and
 DI8430.adjusted in October 2007.
 DI8430
 DI8430.Photographs are available for this station.
 DI8430
 DI8430.The dynamic height is computed by dividing the NAVD 88
 DI8430.geopotential number by the normal gravity value computed on the
 DI8430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8430.degrees latitude (g = 980.6199 gals.).
 DI8430
 DI8430.The modeled gravity was interpolated from observed gravity values.
 DI8430
 DI8430;                    North         East    Units  Estimated Accuracy
 DI8430;SPC MN S     -   236,929.      805,685.      MT  (+/- 10 meters HH2 GPS)
 DI8430
 DI8430                          SUPERSEDED SURVEY CONTROL
 DI8430
 DI8430.No superseded survey control is available for this station.
 DI8430
 DI8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2582298097(NAD 83)
 DI8430
 DI8430_MARKER: DD = SURVEY DISK
 DI8430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8430_STAMPING: 0714 F 1 2005
 DI8430_MARK LOGO: MNDT  
 DI8430_PROJECTION: FLUSH
 DI8430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8430+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8430_ROD/PIPE-DEPTH:  9.1 meters
 DI8430
 DI8430  HISTORY     - Date     Condition        Report By
 DI8430  HISTORY     - 2005     MONUMENTED       MNDT
 DI8430
 DI8430                          STATION DESCRIPTION
 DI8430
 DI8430'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8430'5 MILES NORTH-NORTHEAST OF MANKATO.  1.45 MILES NORTH ALONG TRUNK
 DI8430'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14
 DI8430'IN MANKATO,  TO TRUNK HIGHWAY 22 MILEPOINT 54.60,  THEN 3.45 MILES
 DI8430'EAST AND NORTH ON COUNTY ROAD 12 (589 AVE), 47.1 FEET EAST OF COUNTY
 DI8430'ROAD 12,  71.5 FEET SOUTH OF 240 LANE, 20.2 FEET SOUTH OF POWER POLE,
 DI8430'0.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8431 ***********************************************************************
 DI8431  DESIGNATION -  0714 M
 DI8431  PID         -  DI8431
 DI8431  STATE/COUNTY-  MN/BLUE EARTH
 DI8431  COUNTRY     -  US
 DI8431  USGS QUAD   -  MANKATO EAST (1993)
 DI8431
 DI8431                         *CURRENT SURVEY CONTROL
 DI8431  ______________________________________________________________________
 DI8431* NAD 83(1986) POSITION- 44 13 10.60   (N) 093 55 43.40   (W)   HD_HELD1  
 DI8431* NAVD 88 ORTHO HEIGHT -   306.112  (meters)    1004.30  (feet) ADJUSTED  
 DI8431  ______________________________________________________________________
 DI8431  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DI8431  DYNAMIC HEIGHT  -        306.064 (meters)     1004.15  (feet) COMP
 DI8431  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 DI8431
 DI8431  VERT ORDER      -  SECOND    CLASS I
 DI8431
 DI8431.The horizontal coordinates were established by differentially corrected
 DI8431.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI8431.
 DI8431.The orthometric height was determined by differential leveling and
 DI8431.adjusted in October 2007.
 DI8431
 DI8431.Photographs are available for this station.
 DI8431
 DI8431.The dynamic height is computed by dividing the NAVD 88
 DI8431.geopotential number by the normal gravity value computed on the
 DI8431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8431.degrees latitude (g = 980.6199 gals.).
 DI8431
 DI8431.The modeled gravity was interpolated from observed gravity values.
 DI8431
 DI8431;                    North         East    Units  Estimated Accuracy
 DI8431;SPC MN S     -   235,515.1     805,695.4     MT  (+/- 3 meters HH1 GPS) 
 DI8431
 DI8431                          SUPERSEDED SURVEY CONTROL
 DI8431
 DI8431.No superseded survey control is available for this station.
 DI8431
 DI8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2581596684(NAD 83)
 DI8431
 DI8431_MARKER: DV = VERTICAL CONTROL DISK
 DI8431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI8431_STAMPING: 0714 M 1980
 DI8431_MARK LOGO: MNDT  
 DI8431_PROJECTION: FLUSH
 DI8431_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI8431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8431+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2009
 DI8431_ROD/PIPE-DEPTH:  3.0 meters
 DI8431
 DI8431  HISTORY     - Date     Condition        Report By
 DI8431  HISTORY     - 1980     MONUMENTED       MNDT
 DI8431  HISTORY     - 20091014 GOOD             MNDT
 DI8431
 DI8431                          STATION DESCRIPTION
 DI8431
 DI8431'DESCRIBED BY MN DEPT OF TRANSP 1980
 DI8431'3.25 MILES NORTHEAST OF MANKATO, 2.4 MILES EAST AND 1.6 MILES NORTH
 DI8431'ALONG COUNTY ROAD 12 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY
 DI8431'ROAD 12, 51 FEET EAST OF COUNTY ROAD 12, 57 FEET SOUTH OF ENTRANCE, A
 DI8431'NORTHWEST CORNER OF AIRPORT FENCE, 15 FEET SOUTH OF FENCE CORNER, 1.5
 DI8431'FEET WEST OF FENCE, 0.9 FEET WEST OF WITNESS POST.
 DI8431
 DI8431                          STATION RECOVERY (2009)
 DI8431
 DI8431'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DI8431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3297 ***********************************************************************
 AI3297  DESIGNATION -  0714 P
 AI3297  PID         -  AI3297
 AI3297  STATE/COUNTY-  MN/BLUE EARTH
 AI3297  COUNTRY     -  US
 AI3297  USGS QUAD   -  MANKATO EAST (1993)
 AI3297
 AI3297                         *CURRENT SURVEY CONTROL
 AI3297  ______________________________________________________________________
 AI3297* NAD 83(1986) POSITION- 44 11 53.     (N) 093 58 10.     (W)   SCALED    
 AI3297* NAVD 88 ORTHO HEIGHT -   278.377  (meters)     913.31  (feet) ADJUSTED  
 AI3297  ______________________________________________________________________
 AI3297  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AI3297  DYNAMIC HEIGHT  -        278.335 (meters)      913.17  (feet) COMP
 AI3297  MODELED GRAVITY -    980,460.5   (mgal)                       NAVD 88
 AI3297
 AI3297  VERT ORDER      -  SECOND    CLASS I
 AI3297
 AI3297.The horizontal coordinates were scaled from a topographic map and have
 AI3297.an estimated accuracy of +/- 6 seconds.
 AI3297.
 AI3297.The orthometric height was determined by differential leveling and
 AI3297.adjusted in June 2000.
 AI3297
 AI3297.The dynamic height is computed by dividing the NAVD 88
 AI3297.geopotential number by the normal gravity value computed on the
 AI3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3297.degrees latitude (g = 980.6199 gals.).
 AI3297
 AI3297.The modeled gravity was interpolated from observed gravity values.
 AI3297
 AI3297;                    North         East    Units  Estimated Accuracy
 AI3297;SPC MN S     -   233,120.      802,440.      MT  (+/- 180 meters Scaled)
 AI3297
 AI3297                          SUPERSEDED SURVEY CONTROL
 AI3297
 AI3297.No superseded survey control is available for this station.
 AI3297
 AI3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ225943(NAD 83)
 AI3297
 AI3297_MARKER: DV = VERTICAL CONTROL DISK
 AI3297_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3297_STAMPING: 0714 P 1990
 AI3297_MARK LOGO: MNDT  
 AI3297_PROJECTION: RECESSED 8 CENTIMETERS
 AI3297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3297+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3297_ROD/PIPE-DEPTH:  4.6 meters
 AI3297
 AI3297  HISTORY     - Date     Condition        Report By
 AI3297  HISTORY     - 1990     MONUMENTED       MNDT
 AI3297
 AI3297                          STATION DESCRIPTION
 AI3297
 AI3297'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3297'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) NORTH OF MANKATO IN THE SE
 AI3297'1/4 SECTION 32, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND
 AI3297'TH 14 BY PASS, GO NORTH 0.7 MILE (1.1 KM) ON TH 22, MP 55.4. THE MARK
 AI3297'IS 37.5 FT (11.4 M) NW OF THE CENTER OF TH 22, 3.5 FT (1.1 M) NE OF A
 AI3297'POWER POLE, 2.0 FT (0.6 M) SW OF A STEEL WITNESS POST, AND IS ABOUT 3
 AI3297'FT (0.9 M) LOWER THAN TH 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3302 ***********************************************************************
 AI3302  DESIGNATION -  0714 Q
 AI3302  PID         -  AI3302
 AI3302  STATE/COUNTY-  MN/BLUE EARTH
 AI3302  COUNTRY     -  US
 AI3302  USGS QUAD   -  MANKATO EAST (1993)
 AI3302
 AI3302                         *CURRENT SURVEY CONTROL
 AI3302  ______________________________________________________________________
 AI3302* NAD 83(1986) POSITION- 44 13 02.1    (N) 093 57 33.7    (W)   HD_HELD2  
 AI3302* NAVD 88 ORTHO HEIGHT -   301.502  (meters)     989.18  (feet) ADJUSTED  
 AI3302  ______________________________________________________________________
 AI3302  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 AI3302  DYNAMIC HEIGHT  -        301.456 (meters)      989.03  (feet) COMP
 AI3302  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 AI3302
 AI3302  VERT ORDER      -  SECOND    CLASS I
 AI3302
 AI3302.The horizontal coordinates were established by autonomous hand held GPS
 AI3302.observations and have an estimated accuracy of +/- 10 meters.
 AI3302.
 AI3302.The orthometric height was determined by differential leveling and
 AI3302.adjusted in June 2000.
 AI3302
 AI3302.Photographs are available for this station.
 AI3302
 AI3302.The dynamic height is computed by dividing the NAVD 88
 AI3302.geopotential number by the normal gravity value computed on the
 AI3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3302.degrees latitude (g = 980.6199 gals.).
 AI3302
 AI3302.The modeled gravity was interpolated from observed gravity values.
 AI3302
 AI3302;                    North         East    Units  Estimated Accuracy
 AI3302;SPC MN S     -   235,251.      803,247.      MT  (+/- 10 meters HH2 GPS)
 AI3302
 AI3302                          SUPERSEDED SURVEY CONTROL
 AI3302
 AI3302.No superseded survey control is available for this station.
 AI3302
 AI3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2336596450(NAD 83)
 AI3302
 AI3302_MARKER: DV = VERTICAL CONTROL DISK
 AI3302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3302_STAMPING: 0714 Q 1990
 AI3302_MARK LOGO: MNDT  
 AI3302_PROJECTION: RECESSED 5 CENTIMETERS
 AI3302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3302+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 AI3302_ROD/PIPE-DEPTH:  5.9 meters
 AI3302
 AI3302  HISTORY     - Date     Condition        Report By
 AI3302  HISTORY     - 1990     MONUMENTED       MNDT
 AI3302  HISTORY     - 20051019 GOOD             MNDT
 AI3302
 AI3302                          STATION DESCRIPTION
 AI3302
 AI3302'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3302'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF MANKATO IN THE SW
 AI3302'1/4 SECTION 28, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND
 AI3302'TH 14 BY PASS, GO NORTH 2.55 MILES (4.10 KM) ON TH 22, MP 57.25.  THE
 AI3302'MARK IS 80.0 FT (24.4 M) WEST OF THE CENTER OF TH 22, 19.5 FT (5.9 M)
 AI3302'SOUTH OF THE CENTER OF AN ENTRANCE, 3.4 FT (1.0 M) SE OF THE SOUTH
 AI3302'GATE POST, 2.7 FT (0.8 M) EAST OF THE FENCE LINE, AND IS ABOUT 2 FT
 AI3302'(0.6 M) HIGHER THAN TH 22.
 AI3302
 AI3302                          STATION RECOVERY (2005)
 AI3302
 AI3302'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI3302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8434 ***********************************************************************
 DI8434  DESIGNATION -  0714 R
 DI8434  PID         -  DI8434
 DI8434  STATE/COUNTY-  MN/BLUE EARTH
 DI8434  COUNTRY     -  US
 DI8434  USGS QUAD   -  MANKATO EAST (1993)
 DI8434
 DI8434                         *CURRENT SURVEY CONTROL
 DI8434  ______________________________________________________________________
 DI8434* NAD 83(1986) POSITION- 44 11 54.9    (N) 093 56 56.7    (W)   HD_HELD2  
 DI8434* NAVD 88 ORTHO HEIGHT -   303.891  (meters)     997.02  (feet) ADJUSTED  
 DI8434  ______________________________________________________________________
 DI8434  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 DI8434  DYNAMIC HEIGHT  -        303.844 (meters)      996.86  (feet) COMP
 DI8434  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 DI8434
 DI8434  VERT ORDER      -  SECOND    CLASS I
 DI8434
 DI8434.The horizontal coordinates were established by autonomous hand held GPS
 DI8434.observations and have an estimated accuracy of +/- 10 meters.
 DI8434.
 DI8434.The orthometric height was determined by differential leveling and
 DI8434.adjusted in October 2007.
 DI8434
 DI8434.Photographs are available for this station.
 DI8434
 DI8434.The dynamic height is computed by dividing the NAVD 88
 DI8434.geopotential number by the normal gravity value computed on the
 DI8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8434.degrees latitude (g = 980.6199 gals.).
 DI8434
 DI8434.The modeled gravity was interpolated from observed gravity values.
 DI8434
 DI8434;                    North         East    Units  Estimated Accuracy
 DI8434;SPC MN S     -   233,178.      804,070.      MT  (+/- 10 meters HH2 GPS)
 DI8434
 DI8434                          SUPERSEDED SURVEY CONTROL
 DI8434
 DI8434.No superseded survey control is available for this station.
 DI8434
 DI8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2416294367(NAD 83)
 DI8434
 DI8434_MARKER: DV = VERTICAL CONTROL DISK
 DI8434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI8434_SP_SET: BRIDGE RAILING
 DI8434_STAMPING: 0714 R 2005
 DI8434_MARK LOGO: MNDT  
 DI8434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8434+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8434
 DI8434  HISTORY     - Date     Condition        Report By
 DI8434  HISTORY     - 2005     MONUMENTED       MNDT
 DI8434
 DI8434                          STATION DESCRIPTION
 DI8434
 DI8434'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8434'2 MILES NORTHEAST OF MANKATO,  IN RAIL IN THE SOUTHEAST CORNER OF
 DI8434'TRUNK HIGHWAY 22 BRIDGE NUMBER 07033 OVER A WALKING PATH, 1.65 MILES
 DI8434'NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND
 DI8434'TRUNK HIGHWAY 14 IN THE NORTHEAST PART OF MANKATO,  AT TRUNK HIGHWAY
 DI8434'22 MILEPOINT 55.05,  31.0 FEET EAST OF TRUNK HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8433 ***********************************************************************
 DI8433  DESIGNATION -  0714 R 1
 DI8433  PID         -  DI8433
 DI8433  STATE/COUNTY-  MN/BLUE EARTH
 DI8433  COUNTRY     -  US
 DI8433  USGS QUAD   -  MANKATO EAST (1993)
 DI8433
 DI8433                         *CURRENT SURVEY CONTROL
 DI8433  ______________________________________________________________________
 DI8433* NAD 83(1986) POSITION- 44 11 46.0    (N) 093 56 44.5    (W)   HD_HELD2  
 DI8433* NAVD 88 ORTHO HEIGHT -   306.773  (meters)    1006.47  (feet) ADJUSTED  
 DI8433  ______________________________________________________________________
 DI8433  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DI8433  DYNAMIC HEIGHT  -        306.725 (meters)     1006.31  (feet) COMP
 DI8433  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 DI8433
 DI8433  VERT ORDER      -  SECOND    CLASS I
 DI8433
 DI8433.The horizontal coordinates were established by autonomous hand held GPS
 DI8433.observations and have an estimated accuracy of +/- 10 meters.
 DI8433.
 DI8433.The orthometric height was determined by differential leveling and
 DI8433.adjusted in October 2007.
 DI8433
 DI8433.Photographs are available for this station.
 DI8433
 DI8433.The dynamic height is computed by dividing the NAVD 88
 DI8433.geopotential number by the normal gravity value computed on the
 DI8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8433.degrees latitude (g = 980.6199 gals.).
 DI8433
 DI8433.The modeled gravity was interpolated from observed gravity values.
 DI8433
 DI8433;                    North         East    Units  Estimated Accuracy
 DI8433;SPC MN S     -   232,903.      804,341.      MT  (+/- 10 meters HH2 GPS)
 DI8433
 DI8433                          SUPERSEDED SURVEY CONTROL
 DI8433
 DI8433.No superseded survey control is available for this station.
 DI8433
 DI8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2442994089(NAD 83)
 DI8433
 DI8433_MARKER: DV = VERTICAL CONTROL DISK
 DI8433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI8433_SP_SET: BRIDGE RAILING
 DI8433_STAMPING: 0714 R 1 2005
 DI8433_MARK LOGO: MNDT  
 DI8433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8433+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8433
 DI8433  HISTORY     - Date     Condition        Report By
 DI8433  HISTORY     - 2005     MONUMENTED       MNDT
 DI8433
 DI8433                          STATION DESCRIPTION
 DI8433
 DI8433'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8433'2 MILES NORTHEAST OF MANKATO.  IN RAIL IN THE SOUTHEAST CORNER OF
 DI8433'COUNTY ROAD 12 BRIDGE NUMBER 07571 OVER A WALKING PATH,  1.45 MILES
 DI8433'NORTH ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 A
 DI8433'TRUNK HIGHWAY 14 IN THE NORTHEAST PART OF MANKATO, TO TRUNK HIGHWAY 2
 DI8433'MILEPOINT 54.55, THEN 0.25 MILES EAST ON COUNTY ROAD 12, 30 FEET SOUTH
 DI8433'OF COUNTY ROAD 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8432 ***********************************************************************
 DI8432  DESIGNATION -  0714 R 2
 DI8432  PID         -  DI8432
 DI8432  STATE/COUNTY-  MN/BLUE EARTH
 DI8432  COUNTRY     -  US
 DI8432  USGS QUAD   -  MANKATO EAST (1993)
 DI8432
 DI8432                         *CURRENT SURVEY CONTROL
 DI8432  ______________________________________________________________________
 DI8432* NAD 83(1986) POSITION- 44 12 12.6    (N) 093 55 42.8    (W)   HD_HELD2  
 DI8432* NAVD 88 ORTHO HEIGHT -   299.553  (meters)     982.78  (feet) ADJUSTED  
 DI8432  ______________________________________________________________________
 DI8432  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DI8432  DYNAMIC HEIGHT  -        299.505 (meters)      982.63  (feet) COMP
 DI8432  MODELED GRAVITY -    980,450.5   (mgal)                       NAVD 88
 DI8432
 DI8432  VERT ORDER      -  SECOND    CLASS I
 DI8432
 DI8432.The horizontal coordinates were established by autonomous hand held GPS
 DI8432.observations and have an estimated accuracy of +/- 10 meters.
 DI8432.
 DI8432.The orthometric height was determined by differential leveling and
 DI8432.adjusted in October 2007.
 DI8432
 DI8432.Photographs are available for this station.
 DI8432
 DI8432.The dynamic height is computed by dividing the NAVD 88
 DI8432.geopotential number by the normal gravity value computed on the
 DI8432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8432.degrees latitude (g = 980.6199 gals.).
 DI8432
 DI8432.The modeled gravity was interpolated from observed gravity values.
 DI8432
 DI8432;                    North         East    Units  Estimated Accuracy
 DI8432;SPC MN S     -   233,725.      805,710.      MT  (+/- 10 meters HH2 GPS)
 DI8432
 DI8432                          SUPERSEDED SURVEY CONTROL
 DI8432
 DI8432.No superseded survey control is available for this station.
 DI8432
 DI8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2580894894(NAD 83)
 DI8432
 DI8432_MARKER: DD = SURVEY DISK
 DI8432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8432_STAMPING: 0714 R 2
 DI8432_MARK LOGO: MNDT  
 DI8432_PROJECTION: FLUSH
 DI8432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8432+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI8432_ROD/PIPE-DEPTH: 15.2 meters
 DI8432
 DI8432  HISTORY     - Date     Condition        Report By
 DI8432  HISTORY     - 2005     MONUMENTED       MNDT
 DI8432
 DI8432                          STATION DESCRIPTION
 DI8432
 DI8432'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8432'3 MILES NORTHEAST OF MANKATO,  1.45 MILES NORTH ALONG TRUNK HIGHWAY 22
 DI8432'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 NORTHEAST
 DI8432'PART OF MANKATO,  TO TRUNK HIGHWAY 22 MILE POINT 54.55,  THEN 1.45
 DI8432'EAST AND NORTH ON COUNTY ROAD 12.  109.9 FEET EAST OF COUNTY ROAD 12
 DI8432'(589TH AVE).  47.4 FEET NORTH OF COUNTY ROAD 26 (230TH STREET), 14.7
 DI8432'FEET EAST-SOUTHEAST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0590 ***********************************************************************
 PQ0590  DESIGNATION -  0716 A
 PQ0590  PID         -  PQ0590
 PQ0590  STATE/COUNTY-  MN/BLUE EARTH
 PQ0590  COUNTRY     -  US
 PQ0590  USGS QUAD   -  MANKATO WEST (1993)
 PQ0590
 PQ0590                         *CURRENT SURVEY CONTROL
 PQ0590  ______________________________________________________________________
 PQ0590* NAD 83(1986) POSITION- 44 09 44.     (N) 094 01 07.     (W)   SCALED    
 PQ0590* NAVD 88 ORTHO HEIGHT -   247.136  (meters)     810.81  (feet) ADJUSTED  
 PQ0590  ______________________________________________________________________
 PQ0590  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 PQ0590  DYNAMIC HEIGHT  -        247.100 (meters)      810.69  (feet) COMP
 PQ0590  MODELED GRAVITY -    980,468.3   (mgal)                       NAVD 88
 PQ0590
 PQ0590  VERT ORDER      -  SECOND    CLASS I
 PQ0590
 PQ0590.The horizontal coordinates were scaled from a topographic map and have
 PQ0590.an estimated accuracy of +/- 6 seconds.
 PQ0590.
 PQ0590.The orthometric height was determined by differential leveling and
 PQ0590.adjusted in June 1991.
 PQ0590
 PQ0590.The dynamic height is computed by dividing the NAVD 88
 PQ0590.geopotential number by the normal gravity value computed on the
 PQ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0590.degrees latitude (g = 980.6199 gals.).
 PQ0590
 PQ0590.The modeled gravity was interpolated from observed gravity values.
 PQ0590
 PQ0590;                    North         East    Units  Estimated Accuracy
 PQ0590;SPC MN S     -   229,140.      798,510.      MT  (+/- 180 meters Scaled)
 PQ0590
 PQ0590                          SUPERSEDED SURVEY CONTROL
 PQ0590
 PQ0590  NGVD 29 (??/??/92)  247.102  (m)          810.70   (f) ADJ UNCH    2 1
 PQ0590
 PQ0590.Superseded values are not recommended for survey control.
 PQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0590.See file dsdata.txt to determine how the superseded data were derived.
 PQ0590
 PQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ185903(NAD 83)
 PQ0590
 PQ0590_MARKER: DB = BENCH MARK DISK
 PQ0590_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0590_SP_SET: ABUTMENT
 PQ0590_STAMPING: 0716 A 1961
 PQ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0590
 PQ0590  HISTORY     - Date     Condition        Report By
 PQ0590  HISTORY     - 1961     MONUMENTED       MNDT
 PQ0590  HISTORY     - 1978     GOOD             MNDT
 PQ0590
 PQ0590                          STATION DESCRIPTION
 PQ0590
 PQ0590'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0590'IN MANKATO.
 PQ0590'THE MARK IS LOCATED IN MANKATO, 0.25 MILE SOUTHWEST ALONG T.H. 169
 PQ0590'FROM TRUNK HIGHWAY 169 BRIDGE OVER THE MINNESOTA RIVER AT T.H. 169
 PQ0590'MILEPOINT 53.1. IT IS 32.8 FT. EAST OF AND ABOUT LEVEL WITH THE MEDIAN
 PQ0590'ISLAND. IT IS A STANDARD MNHD BENCH MARK DISK SET IN THE SOUTHEAST
 PQ0590'CORNER IN THE ABUTMENT OF BRIDGE NUMBER 9098, T.H. 169 AND T.H. 60
 PQ0590'OVER THE MINNESOTA RIVER, MOUND AVENUE, AND THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0591 ***********************************************************************
 PQ0591  DESIGNATION -  0716 B
 PQ0591  PID         -  PQ0591
 PQ0591  STATE/COUNTY-  MN/NICOLLET
 PQ0591  COUNTRY     -  US
 PQ0591  USGS QUAD   -  MANKATO WEST (1993)
 PQ0591
 PQ0591                         *CURRENT SURVEY CONTROL
 PQ0591  ______________________________________________________________________
 PQ0591* NAD 83(1986) POSITION- 44 09 59.     (N) 094 01 00.     (W)   SCALED    
 PQ0591* NAVD 88 ORTHO HEIGHT -   240.547  (meters)     789.19  (feet) ADJUSTED  
 PQ0591  ______________________________________________________________________
 PQ0591  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 PQ0591  DYNAMIC HEIGHT  -        240.512 (meters)      789.08  (feet) COMP
 PQ0591  MODELED GRAVITY -    980,469.3   (mgal)                       NAVD 88
 PQ0591
 PQ0591  VERT ORDER      -  SECOND    CLASS I
 PQ0591
 PQ0591.The horizontal coordinates were scaled from a topographic map and have
 PQ0591.an estimated accuracy of +/- 6 seconds.
 PQ0591.
 PQ0591.The orthometric height was determined by differential leveling and
 PQ0591.adjusted in June 1991.
 PQ0591
 PQ0591.The dynamic height is computed by dividing the NAVD 88
 PQ0591.geopotential number by the normal gravity value computed on the
 PQ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0591.degrees latitude (g = 980.6199 gals.).
 PQ0591
 PQ0591.The modeled gravity was interpolated from observed gravity values.
 PQ0591
 PQ0591;                    North         East    Units  Estimated Accuracy
 PQ0591;SPC MN S     -   229,600.      798,670.      MT  (+/- 180 meters Scaled)
 PQ0591
 PQ0591                          SUPERSEDED SURVEY CONTROL
 PQ0591
 PQ0591  NGVD 29 (??/??/92)  240.513  (m)          789.08   (f) ADJ UNCH    2 1
 PQ0591
 PQ0591.Superseded values are not recommended for survey control.
 PQ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0591.See file dsdata.txt to determine how the superseded data were derived.
 PQ0591
 PQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ187908(NAD 83)
 PQ0591
 PQ0591_MARKER: DB = BENCH MARK DISK
 PQ0591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0591_SP_SET: ABUTMENT
 PQ0591_STAMPING: 0716 B 1960
 PQ0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0591
 PQ0591  HISTORY     - Date     Condition        Report By
 PQ0591  HISTORY     - 1960     MONUMENTED       MNDT
 PQ0591  HISTORY     - 1978     GOOD             MNDT
 PQ0591
 PQ0591                          STATION DESCRIPTION
 PQ0591
 PQ0591'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0591'IN NORTH MANKATO.
 PQ0591'THE MARK IS LOCATED AT THE SOUTH EDGE OF NORTH MANKATO, 0.7 MILE WEST
 PQ0591'OF THE NORTHEAST JUNCTION OF OLD TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 PQ0591'169, 0.05 MILE NORTH OF THE MINNESOTA RIVER, AT TRUNK HIGHWAY 169
 PQ0591'MILEPOINT 53.4. IT IS 25.0 FT. WEST OF THE SOUTHBOUND LAND OF TRUNK
 PQ0591'HIGHWAY 169 TRUNK HIGHWAY 66. IT IS A STANDARD MNHD BENCH MARK DISK
 PQ0591'SET IN THE ABUTMENT AT THE NORTHWEST CORNER OF BRIDGE NUMBER 9098,
 PQ0591'TRUNK HIGHWAY 169 OVER THE MINNESOTA RIVER, MOUND AVENUE, AND THE
 PQ0591'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2053 ***********************************************************************
 PP2053  DESIGNATION -  0722 N A
 PP2053  PID         -  PP2053
 PP2053  STATE/COUNTY-  MN/BLUE EARTH
 PP2053  COUNTRY     -  US
 PP2053  USGS QUAD   -  MANKATO EAST (1993)
 PP2053
 PP2053                         *CURRENT SURVEY CONTROL
 PP2053  ______________________________________________________________________
 PP2053* NAD 83(1986) POSITION- 44 11 55.     (N) 093 58 39.     (W)   SCALED    
 PP2053* NAVD 88 ORTHO HEIGHT -   268.005  (meters)     879.28  (feet) ADJUSTED  
 PP2053  ______________________________________________________________________
 PP2053  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 PP2053  DYNAMIC HEIGHT  -        267.965 (meters)      879.15  (feet) COMP
 PP2053  MODELED GRAVITY -    980,462.7   (mgal)                       NAVD 88
 PP2053
 PP2053  VERT ORDER      -  SECOND    CLASS I
 PP2053
 PP2053.The horizontal coordinates were scaled from a topographic map and have
 PP2053.an estimated accuracy of +/- 6 seconds.
 PP2053.
 PP2053.The orthometric height was determined by differential leveling and
 PP2053.adjusted in June 1991.
 PP2053
 PP2053.The dynamic height is computed by dividing the NAVD 88
 PP2053.geopotential number by the normal gravity value computed on the
 PP2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2053.degrees latitude (g = 980.6199 gals.).
 PP2053
 PP2053.The modeled gravity was interpolated from observed gravity values.
 PP2053
 PP2053;                    North         East    Units  Estimated Accuracy
 PP2053;SPC MN S     -   233,180.      801,800.      MT  (+/- 180 meters Scaled)
 PP2053
 PP2053                          SUPERSEDED SURVEY CONTROL
 PP2053
 PP2053  NGVD 29 (??/??/92)  267.971  (m)          879.17   (f) ADJ UNCH    2 1
 PP2053
 PP2053.Superseded values are not recommended for survey control.
 PP2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2053.See file dsdata.txt to determine how the superseded data were derived.
 PP2053
 PP2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ218943(NAD 83)
 PP2053
 PP2053_MARKER: DB = BENCH MARK DISK
 PP2053_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2053_SP_SET: CULVERT
 PP2053_STAMPING: 07 N 22 A 1978
 PP2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2053+STABILITY: SURFACE MOTION
 PP2053
 PP2053  HISTORY     - Date     Condition        Report By
 PP2053  HISTORY     - 1978     MONUMENTED       MNDT
 PP2053  HISTORY     - 1980     GOOD             MNDT
 PP2053
 PP2053                          STATION DESCRIPTION
 PP2053
 PP2053'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP2053'0.7 MI NE FROM MANKATO.
 PP2053'THE MARK IS LOCATED 0.7 MILES NORTH ALONG TRUNK HIGHWAY 22 FROM THE
 PP2053'JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 14 BYPASS IN MANKATO,
 PP2053'THENCE, 0.1 MILE NORTH ALONG LIME VALLEY ROAD.  IT IS 68.0 FT. EAST
 PP2053'OF AN 8 FT. LOWER THAN THE CENTER OF LIME VALLEY ROAD. IT IS A
 PP2053'VERTICAL CONTROL MONUMENT DISK CEMENTED IN THE SOUTHWEST CORNER
 PP2053'HEADWALL OF A 7 BY 11 FOOT DEEP BOX CULVERT UNDER AN ABANDONED
 PP2053'RAILROAD TRACK.
 PP2053
 PP2053                          STATION RECOVERY (1980)
 PP2053
 PP2053'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP2053'0.1 MILES NORTH ALONG THE LIME VALLEY ROAD FROM ITS JUNCTION WITH
 PP2053'TRUNK HIGHWAY 22 (TRUNK HIGHWAY 22 MILE POINT 55.4) OR 0.1 MILES
 PP2053'SOUTH ALONG THE LIME VALLEY ROAD FROM ITS JUNCTION WITH THE
 PP2053'SAKATAHA-SINGING HILLS TRAIL. A STANDARD MHD DISK, STAMPED "07 N 22 A
 PP2053'1978", CEMENTED IN THE SOUTHWEST CORNER (HEADWALL) OF A 6 & 4 FOOT
 PP2053'DEEP BOX CULVERT UNDER AN ABANDONED RAILROAD TRACK. 68 FEET EAST OF
 PP2053'AND 8 FEET LOWER THAN THAN THE CENTER OF LINE VALLEY ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1284 ***********************************************************************
 PQ1284  DESIGNATION -  08 001
 PQ1284  PID         -  PQ1284
 PQ1284  STATE/COUNTY-  MN/BROWN
 PQ1284  COUNTRY     -  US
 PQ1284  USGS QUAD   -  SANBORN NE (1967)
 PQ1284
 PQ1284                         *CURRENT SURVEY CONTROL
 PQ1284  ______________________________________________________________________
 PQ1284* NAD 83(1986) POSITION- 44 12 31.     (N) 095 06 03.     (W)   SCALED    
 PQ1284* NAVD 88 ORTHO HEIGHT -   317.065  (meters)    1040.24  (feet) ADJUSTED  
 PQ1284  ______________________________________________________________________
 PQ1284  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 PQ1284  DYNAMIC HEIGHT  -        317.013 (meters)     1040.07  (feet) COMP
 PQ1284  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 PQ1284
 PQ1284  VERT ORDER      -  SECOND    CLASS I
 PQ1284
 PQ1284.The horizontal coordinates were scaled from a topographic map and have
 PQ1284.an estimated accuracy of +/- 6 seconds.
 PQ1284.
 PQ1284.The orthometric height was determined by differential leveling and
 PQ1284.adjusted in June 1995.
 PQ1284
 PQ1284.The dynamic height is computed by dividing the NAVD 88
 PQ1284.geopotential number by the normal gravity value computed on the
 PQ1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1284.degrees latitude (g = 980.6199 gals.).
 PQ1284
 PQ1284.The modeled gravity was interpolated from observed gravity values.
 PQ1284
 PQ1284;                    North         East    Units  Estimated Accuracy
 PQ1284;SPC MN S     -   234,880.      712,030.      MT  (+/- 180 meters Scaled)
 PQ1284
 PQ1284                          SUPERSEDED SURVEY CONTROL
 PQ1284
 PQ1284.No superseded survey control is available for this station.
 PQ1284
 PQ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ321971(NAD 83)
 PQ1284
 PQ1284_MARKER: DV = VERTICAL CONTROL DISK
 PQ1284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1284_SP_SET: COPPER-CLAD STEEL ROD
 PQ1284_STAMPING: 08 001 1981
 PQ1284_MARK LOGO: MNDT  
 PQ1284_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1284
 PQ1284  HISTORY     - Date     Condition        Report By
 PQ1284  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1284
 PQ1284                          STATION DESCRIPTION
 PQ1284
 PQ1284'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1284'THE MARK IS LOCATED 1.4 MI (2.3 KM) EAST ALONG THE CHICAGO AND
 PQ1284'NORTHWESTERN RAILROAD FROM THE MAIN STREET CROSSING IN SANBORN AND 1
 PQ1284'MI (1.6 KM) EAST OF TRUNK HIGHWAY 71 AND IS IN THE NW 1/4 OF SECTION
 PQ1284'31, T109N, R35W.  THE MARK IS 38.1 FT (11.6 M) NORTH OF AND 3 FT (0.9
 PQ1284'M) LOWER THAN THE NORTH RAIL OF THE RAILROAD, 32.3 FT (9.8 M)
 PQ1284'NORTHWEST OF A STEEL WHISTLE CROSSING SIGN POST, 2.2 FT (0.7 M)
 PQ1284'SOUTH-SOUTHWEST OF A TELEGRAPH POLE AND 1.2 FT (0.4 M) SOUTH OF A
 PQ1284'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PQ1284'DISK STAMPED---08 001 1981---, IS CRIMPED TO THE TOP OF A DRIVEN
 PQ1284'5/8-INCH DIAMETER BY 24-FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH
 PQ1284'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0299 ***********************************************************************
 QP0299  DESIGNATION -  08 35
 QP0299  PID         -  QP0299
 QP0299  STATE/COUNTY-  MN/MEEKER
 QP0299  COUNTRY     -  US
 QP0299  USGS QUAD   -  DASSEL (1982)
 QP0299
 QP0299                         *CURRENT SURVEY CONTROL
 QP0299  ______________________________________________________________________
 QP0299* NAD 83(1986) POSITION- 45 04 00.     (N) 094 16 37.     (W)   SCALED    
 QP0299* NAVD 88 ORTHO HEIGHT -   321.705  (meters)    1055.46  (feet) ADJUSTED  
 QP0299  ______________________________________________________________________
 QP0299  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 QP0299  DYNAMIC HEIGHT  -        321.683 (meters)     1055.39  (feet) COMP
 QP0299  MODELED GRAVITY -    980,538.9   (mgal)                       NAVD 88
 QP0299
 QP0299  VERT ORDER      -  SECOND    CLASS I
 QP0299
 QP0299.The horizontal coordinates were scaled from a topographic map and have
 QP0299.an estimated accuracy of +/- 6 seconds.
 QP0299.
 QP0299.The orthometric height was determined by differential leveling and
 QP0299.adjusted in June 1991.
 QP0299
 QP0299.The dynamic height is computed by dividing the NAVD 88
 QP0299.geopotential number by the normal gravity value computed on the
 QP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0299.degrees latitude (g = 980.6199 gals.).
 QP0299
 QP0299.The modeled gravity was interpolated from observed gravity values.
 QP0299
 QP0299;                    North         East    Units  Estimated Accuracy
 QP0299;SPC MN S     -   329,670.      778,190.      MT  (+/- 180 meters Scaled)
 QP0299
 QP0299                          SUPERSEDED SURVEY CONTROL
 QP0299
 QP0299  NGVD 29 (??/??/92)  321.627  (m)         1055.20   (f) ADJ UNCH    2 1
 QP0299
 QP0299.Superseded values are not recommended for survey control.
 QP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0299.See file dsdata.txt to determine how the superseded data were derived.
 QP0299
 QP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK994911(NAD 83)
 QP0299
 QP0299_MARKER: DD = SURVEY DISK
 QP0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0299_STAMPING: 08-35 1976
 QP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0299+STABILITY: SURFACE MOTION
 QP0299
 QP0299  HISTORY     - Date     Condition        Report By
 QP0299  HISTORY     - 1976     MONUMENTED       MNDT
 QP0299
 QP0299                          STATION DESCRIPTION
 QP0299
 QP0299'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0299'1.9 MI SE FROM DASSEL.
 QP0299'THE MARK IS LOCATED 1.2 MILES EAST ALONG TRUNK HIGHWAY 12 FROM THE
 QP0299'EAST JUNCTION OF TRUNK HIGHWAYS 12 AND 15 IN DASSEL.  THENCE SOUTH AND
 QP0299'EAST ALONG COUNTY ROAD 6 FOR 1.9 MILES.  IT IS LOCATED 47.2 FEET NORTH
 QP0299'OF AND ABOUT 2 FEET LOWER THAN THE CENTER OF COUNTY ROAD 6, 234 FEET
 QP0299'WEST OF THE CENTER OF COUNTY ROAD 15 (SOUTH) AND 2.5 FEET SOUTHEAST OF
 QP0299'POWER POLE NUMBER 817.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 QP0299'(MAGNETIC) THAT PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. SE
 QP0299'1/4 SECTION 35, T 119N, R 29W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7059 ***********************************************************************
 DE7059  DESIGNATION -  0801 A
 DE7059  PID         -  DE7059
 DE7059  STATE/COUNTY-  MN/BROWN
 DE7059  COUNTRY     -  US
 DE7059  USGS QUAD   -  LAKE HANSKA WEST (1967)
 DE7059
 DE7059                         *CURRENT SURVEY CONTROL
 DE7059  ______________________________________________________________________
 DE7059* NAD 83(2007) POSITION- 44 10 52.71628(N) 094 43 17.28713(W)   ADJUSTED  
 DE7059* NAD 83(2007) ELLIP HT-   284.997 (meters)        (02/10/07)   ADJUSTED
 DE7059* NAD 83(2007) EPOCH   -  2002.00
 DE7059* NAVD 88 ORTHO HEIGHT -   312.9    (meters)    1027.    (feet) GPS OBS   
 DE7059  ______________________________________________________________________
 DE7059  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE7059  GEOID HEIGHT    -        -27.88  (meters)                     GEOID99
 DE7059  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 DE7059  NAD 83(2007) X  -   -377,125.592 (meters)                     COMP
 DE7059  NAD 83(2007) Y  - -4,566,115.833 (meters)                     COMP
 DE7059  NAD 83(2007) Z  -  4,422,759.953 (meters)                     COMP
 DE7059  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC09
 DE7059
 DE7059  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7059  Type                                         Horiz  Ellip  Dist(km)
 DE7059  -------------------------------------------------------------------
 DE7059  NETWORK                                       0.74   1.00
 DE7059  -------------------------------------------------------------------
 DE7059  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.64   0.78      4.86
 DE7059  -------------------------------------------------------------------
 DE7059  NOTE: Click here for information on individual local accuracy
 DE7059  values and other accuracy information.
 DE7059
 DE7059
 DE7059.The horizontal coordinates were established by GPS observations
 DE7059.and adjusted by the National Geodetic Survey in February 2007.
 DE7059
 DE7059.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7059.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7059
 DE7059.The horizontal coordinates are valid at the epoch date displayed above
 DE7059.which is a decimal equivalence of Year/Month/Day.
 DE7059
 DE7059.The orthometric height was determined by GPS observations and a
 DE7059.high-resolution geoid model.
 DE7059
 DE7059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7059
 DE7059.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7059
 DE7059.The ellipsoidal height was determined by GPS observations
 DE7059.and is referenced to NAD 83.
 DE7059
 DE7059. The following values were computed from the NAD 83(2007) position.
 DE7059
 DE7059;                    North         East     Units Scale Factor Converg.
 DE7059;SPC MN S     -   231,511.637   742,314.606   MT  0.99993757   -0 30 20.5
 DE7059;SPC MN S     -   759,551.10  2,435,410.50   sFT  0.99993757   -0 30 20.5
 DE7059;UTM  15      - 4,893,451.699   362,403.150   MT  0.99983285   -1 11 59.8
 DE7059
 DE7059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7059!SPC MN S     -   0.99995531  x   0.99993757  =   0.99989289
 DE7059!UTM  15      -   0.99995531  x   0.99983285  =   0.99978817
 DE7059
 DE7059                          SUPERSEDED SURVEY CONTROL
 DE7059
 DE7059  NAD 83(1996)-  44 10 52.71576(N)    094 43 17.28660(W) AD(       ) 1
 DE7059  ELLIP H (09/05/02)  285.039  (m)                       GP(       ) 4 1
 DE7059
 DE7059.Superseded values are not recommended for survey control.
 DE7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7059.See file dsdata.txt to determine how the superseded data were derived.
 DE7059
 DE7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6240393451(NAD 83)
 DE7059
 DE7059_MARKER: DB = BENCH MARK DISK
 DE7059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7059_STAMPING: 0801 A 1999
 DE7059_MARK LOGO: MNHD  
 DE7059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE7059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7059+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE7059
 DE7059  HISTORY     - Date     Condition        Report By
 DE7059  HISTORY     - 1999     MONUMENTED       MNDT
 DE7059
 DE7059                          STATION DESCRIPTION
 DE7059
 DE7059'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE7059'8 MI (12.9 KM) SOUTH OF SLEEPY EYE, AT TH 4 MP 54.95, 74 FT (22.6 M)
 DE7059'WEST OF TH 4, 11.1 FT (3.4 M) NORTH OF R/W POST, 27 FT (8.2 M) SOUTH
 DE7059'OF ENTRANCE, 0.5 FT (15.2 CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1704 ***********************************************************************
 PQ1704  DESIGNATION -  0804 A
 PQ1704  PID         -  PQ1704
 PQ1704  STATE/COUNTY-  MN/BROWN
 PQ1704  COUNTRY     -  US
 PQ1704  USGS QUAD   -  NEW ULM (1992)
 PQ1704
 PQ1704                         *CURRENT SURVEY CONTROL
 PQ1704  ______________________________________________________________________
 PQ1704* NAD 83(1986) POSITION- 44 19 20.0    (N) 094 27 42.0    (W)   HD_HELD2  
 PQ1704* NAVD 88 ORTHO HEIGHT -   267.514  (meters)     877.67  (feet) ADJUSTED  
 PQ1704  ______________________________________________________________________
 PQ1704  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 PQ1704  DYNAMIC HEIGHT  -        267.472 (meters)      877.53  (feet) COMP
 PQ1704  MODELED GRAVITY -    980,455.1   (mgal)                       NAVD 88
 PQ1704
 PQ1704  VERT ORDER      -  SECOND    CLASS I
 PQ1704
 PQ1704.The horizontal coordinates were established by autonomous hand held GPS
 PQ1704.observations and have an estimated accuracy of +/- 10 meters.
 PQ1704.
 PQ1704.The orthometric height was determined by differential leveling and
 PQ1704.adjusted in June 1995.
 PQ1704
 PQ1704.The dynamic height is computed by dividing the NAVD 88
 PQ1704.geopotential number by the normal gravity value computed on the
 PQ1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1704.degrees latitude (g = 980.6199 gals.).
 PQ1704
 PQ1704.The modeled gravity was interpolated from observed gravity values.
 PQ1704
 PQ1704;                    North         East    Units  Estimated Accuracy
 PQ1704;SPC MN S     -   247,018.      763,175.      MT  (+/- 10 meters HH2 GPS)
 PQ1704
 PQ1704                          SUPERSEDED SURVEY CONTROL
 PQ1704
 PQ1704.No superseded survey control is available for this station.
 PQ1704
 PQ1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8344708701(NAD 83)
 PQ1704
 PQ1704_MARKER: DB = BENCH MARK DISK
 PQ1704_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1704_SP_SET: BRIDGE ABUTMENT
 PQ1704_STAMPING: 0804 A 1987
 PQ1704_MARK LOGO: MNDT  
 PQ1704_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1704+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2011
 PQ1704
 PQ1704  HISTORY     - Date     Condition        Report By
 PQ1704  HISTORY     - 19870408 MONUMENTED       MNDT
 PQ1704  HISTORY     - 20110808 GOOD             MNDT
 PQ1704
 PQ1704                          STATION DESCRIPTION
 PQ1704
 PQ1704'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1704'THE MARK IS LOCATED IN THE CITY OF NEW ULM, IN THE NE 1/4 OF SECTION
 PQ1704'20, T110N, R30W, AT THE NORTHWEST CORNER OF BRIDGE NUMBER 9294 (TRUNK
 PQ1704'HIGHWAYS 14 AND 15 OVER THE CHICAGO AND NORTH WESTERN RAILROAD), 0.35
 PQ1704'MILE (0.56 KM) NORTHEAST ALONG TRUNK HIGHWAYS 14 AND 15 FROM THE
 PQ1704'JUNCTION OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY AND  7TH STREET
 PQ1704'NORTH) IN NEW ULM.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1704'STAMPED---0804 A 1987---, IS SET IN THE NORTHWEST CORNER OF THE
 PQ1704'BRIDGE ABUTMENT.  THE MARK IS 35 FEET (10.7 M) NORTHWEST OF THE
 PQ1704'CENTERLINE OF THE HIGHWAYS AT TRUNK HIGHWAY 14 MILEPOINT 103.25.
 PQ1704
 PQ1704                          STATION RECOVERY (2011)
 PQ1704
 PQ1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1704'THE MARK IS IN NEW ULM.
 PQ1704' 
 PQ1704'TO REACH THE MARK IN BRIDGE WING WALL IN SOUTHWEST CORNER OF TRUNK
 PQ1704'HIGHWAY 14 BRIDGE NUMBER 9294 OVER RAILROAD AND FRONT STREET, 0.3 MI
 PQ1704'(0.5 KM) EAST ALONG TRUNK HIGHWAY 14 FROM THE WEST JUNCTION OF TRUNK
 PQ1704'HIGHWAY 14 AND TRUNK HIGHWAY 15 IN NEW ULM, AT TRUNK HIGHWAY 14 MILE
 PQ1704'POINT 103.2.
 PQ1704' 
 PQ1704'IT IS 35 FT (10.7 M) NORTHWEST OF TRUNK HIGHWAY 14.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1705 ***********************************************************************
 PQ1705  DESIGNATION -  0804 B
 PQ1705  PID         -  PQ1705
 PQ1705  STATE/COUNTY-  MN/BROWN
 PQ1705  COUNTRY     -  US
 PQ1705  USGS QUAD   -  NEW ULM (1992)
 PQ1705
 PQ1705                         *CURRENT SURVEY CONTROL
 PQ1705  ______________________________________________________________________
 PQ1705* NAD 83(1986) POSITION- 44 19 22.0    (N) 094 27 34.0    (W)   HD_HELD2  
 PQ1705* NAVD 88 ORTHO HEIGHT -   261.520  (meters)     858.00  (feet) ADJUSTED  
 PQ1705  ______________________________________________________________________
 PQ1705  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 PQ1705  DYNAMIC HEIGHT  -        261.479 (meters)      857.87  (feet) COMP
 PQ1705  MODELED GRAVITY -    980,455.2   (mgal)                       NAVD 88
 PQ1705
 PQ1705  VERT ORDER      -  SECOND    CLASS I
 PQ1705
 PQ1705.The horizontal coordinates were established by autonomous hand held GPS
 PQ1705.observations and have an estimated accuracy of +/- 10 meters.
 PQ1705.
 PQ1705.The orthometric height was determined by differential leveling and
 PQ1705.adjusted in June 1995.
 PQ1705
 PQ1705.The dynamic height is computed by dividing the NAVD 88
 PQ1705.geopotential number by the normal gravity value computed on the
 PQ1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1705.degrees latitude (g = 980.6199 gals.).
 PQ1705
 PQ1705.The modeled gravity was interpolated from observed gravity values.
 PQ1705
 PQ1705;                    North         East    Units  Estimated Accuracy
 PQ1705;SPC MN S     -   247,078.      763,353.      MT  (+/- 10 meters HH2 GPS)
 PQ1705
 PQ1705                          SUPERSEDED SURVEY CONTROL
 PQ1705
 PQ1705.No superseded survey control is available for this station.
 PQ1705
 PQ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8362608759(NAD 83)
 PQ1705
 PQ1705_MARKER: DB = BENCH MARK DISK
 PQ1705_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1705_SP_SET: BRIDGE ABUTMENT
 PQ1705_STAMPING: 0804 B 1987
 PQ1705_MARK LOGO: MNDT  
 PQ1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1705+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2011
 PQ1705
 PQ1705  HISTORY     - Date     Condition        Report By
 PQ1705  HISTORY     - 19870408 MONUMENTED       MNDT
 PQ1705  HISTORY     - 20110808 GOOD             MNDT
 PQ1705
 PQ1705                          STATION DESCRIPTION
 PQ1705
 PQ1705'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1705'THE MARK IS LOCATED IN THE CITY OF NEW ULM, IN THE NE 1/4 OF SECTION
 PQ1705'20, T110N, R30W, AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 9294 (TRUNK
 PQ1705'HIGHWAYS 14 AND 15 OVER THE CHICAGO AND NORTH WESTERN RAILROAD), 0.45
 PQ1705'MILE (0.72 KM) NORTHEAST ALONG TRUNK HIGHWAYS 14 AND 15 FROM THE
 PQ1705'JUNCTION OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY AND 7TH STREET
 PQ1705'NORTH) IN NEW ULM.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1705'STAMPED---0804 B 1987---, IS SET IN THE SOUTHEAST CORNER OF THE
 PQ1705'BRIDGE ABUTMENT.  THE MARK IS 35 FEET (10.7 M) SOUTHEAST OF THE
 PQ1705'CENTERLINE OF THE HIGHWAYS AT TRUNK HIGHWAY 14 MILEPOINT 103.35.
 PQ1705
 PQ1705                          STATION RECOVERY (2011)
 PQ1705
 PQ1705'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 PQ1705'THE MARK IS IN NEW ULM.
 PQ1705' 
 PQ1705'TO REACH THE MARK IN BRIDGE WING WALL IN NORTHEAST CORNER OF TRUNK
 PQ1705'HIGHWAY 14 BRIDGE NUMBER 9294 OVER RAILROAD, 0.45 MI (0.7 KM)
 PQ1705'NORTHEAST ALONG TRUNK HIGHWAY 14 FROM THE WEST JUNCTION OF TRUNK
 PQ1705'HIGHWAY 14 AND TRUNK HIGHWAY 15 IN NEW ULM, AT TRUNK HIGHWAY 14 MILE
 PQ1705'POINT 103.35.
 PQ1705' 
 PQ1705'IT IS 35 FT (10.7 M) SOUTHEAST OF TRUNK HIGHWAY 14.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0810 ***********************************************************************
 DI0810  DESIGNATION -  0805 D
 DI0810  PID         -  DI0810
 DI0810  STATE/COUNTY-  MN/BROWN
 DI0810  COUNTRY     -  US
 DI0810  USGS QUAD   -  HANSKA (1965)
 DI0810
 DI0810                         *CURRENT SURVEY CONTROL
 DI0810  ______________________________________________________________________
 DI0810* NAD 83(2007) POSITION- 44 09 10.08400(N) 094 25 10.71960(W)   ADJUSTED  
 DI0810* NAD 83(2007) ELLIP HT-   277.517 (meters)        (12/29/10)   ADJUSTED
 DI0810* NAD 83(2007) EPOCH   -  2002.00
 DI0810* NAVD 88 ORTHO HEIGHT -   305.6    (meters)    1003.    (feet) GPS OBS   
 DI0810  ______________________________________________________________________
 DI0810  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0810  GEOID HEIGHT    -        -28.04  (meters)                     GEOID03
 DI0810  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DI0810  NAD 83(2007) X  -   -353,236.637 (meters)                     COMP
 DI0810  NAD 83(2007) Y  - -4,570,234.451 (meters)                     COMP
 DI0810  NAD 83(2007) Z  -  4,420,482.351 (meters)                     COMP
 DI0810  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC09
 DI0810  HORZ ORDER      -  FIRST
 DI0810  ELLP ORDER      -  THIRD     CLASS II
 DI0810
 DI0810.The horizontal coordinates were established by GPS observations
 DI0810.and adjusted by the National Geodetic Survey in December 2010.
 DI0810
 DI0810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0810.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0810
 DI0810.The horizontal coordinates are valid at the epoch date displayed above
 DI0810.which is a decimal equivalence of Year/Month/Day.
 DI0810
 DI0810.The orthometric height was determined by GPS observations and a
 DI0810.high-resolution geoid model.
 DI0810
 DI0810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0810
 DI0810.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0810
 DI0810.The ellipsoidal height was determined by GPS observations
 DI0810.and is referenced to NAD 83.
 DI0810
 DI0810. The following values were computed from the NAD 83(2007) position.
 DI0810
 DI0810;                    North         East     Units Scale Factor Converg.
 DI0810;SPC MN S     -   228,175.640   766,430.573   MT  0.99994046   -0 17 38.9
 DI0810;SPC MN S     -   748,606.25  2,514,530.97   sFT  0.99994046   -0 17 38.9
 DI0810;UTM  15      - 4,889,824.151   386,473.430   MT  0.99975851   -0 59 20.4
 DI0810
 DI0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0810!SPC MN S     -   0.99995649  x   0.99994046  =   0.99989695
 DI0810!UTM  15      -   0.99995649  x   0.99975851  =   0.99971501
 DI0810
 DI0810                          SUPERSEDED SURVEY CONTROL
 DI0810
 DI0810  NAD 83(1996)-  44 09 10.08347(N)    094 25 10.71904(W) AD(       ) 1
 DI0810  ELLIP H (07/31/06)  277.552  (m)                       GP(       ) 3 2
 DI0810
 DI0810.Superseded values are not recommended for survey control.
 DI0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0810.See file dsdata.txt to determine how the superseded data were derived.
 DI0810
 DI0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8647389824(NAD 83)
 DI0810
 DI0810_MARKER: DD = SURVEY DISK
 DI0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0810_STAMPING: 0805 D
 DI0810_MARK LOGO: MNHD  
 DI0810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0810+STABILITY: SURFACE MOTION
 DI0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0810+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DI0810
 DI0810  HISTORY     - Date     Condition        Report By
 DI0810  HISTORY     - 1972     MONUMENTED       MNHD
 DI0810  HISTORY     - 20050715 GOOD             MNDT
 DI0810
 DI0810                          STATION DESCRIPTION
 DI0810
 DI0810'DESCRIBED BY MN DEPT OF TRANSP 2005 (CDO)
 DI0810'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI0810'THE MARK IS 7 MILES (11.3 KM) NORTH OF MADELIA, 7.5 MILES (12.1 KM)
 DI0810'NORTH OF NORTH JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 15 IN
 DI0810'MADELIA, AT TRUNK HIGHWAY 15 MILEPOINT 45.6, 76 FEET (23.2 M) WEST OF
 DI0810'TRUNK HIGHWAY 15, 130 FEET (39.6 M) NORTH OF 130TH STREET, 0.3 FEET
 DI0810'(9.1 CM) EAST OF BENCHMARK WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0811 ***********************************************************************
 DI0811  DESIGNATION -  0805 K
 DI0811  PID         -  DI0811
 DI0811  STATE/COUNTY-  MN/BROWN
 DI0811  COUNTRY     -  US
 DI0811  USGS QUAD   -  HANSKA (1965)
 DI0811
 DI0811                         *CURRENT SURVEY CONTROL
 DI0811  ______________________________________________________________________
 DI0811* NAD 83(2007) POSITION- 44 13 29.21639(N) 094 25 57.00296(W)   ADJUSTED  
 DI0811* NAD 83(2007) ELLIP HT-   272.406 (meters)        (12/29/10)   ADJUSTED
 DI0811* NAD 83(2007) EPOCH   -  2002.00
 DI0811* NAVD 88 ORTHO HEIGHT -   300.5    (meters)     986.    (feet) GPS OBS   
 DI0811  ______________________________________________________________________
 DI0811  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0811  GEOID HEIGHT    -        -28.06  (meters)                     GEOID03
 DI0811  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DI0811  NAD 83(2007) X  -   -353,830.972 (meters)                     COMP
 DI0811  NAD 83(2007) Y  - -4,564,592.869 (meters)                     COMP
 DI0811  NAD 83(2007) Z  -  4,426,214.164 (meters)                     COMP
 DI0811  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC09
 DI0811  HORZ ORDER      -  FIRST
 DI0811  ELLP ORDER      -  THIRD     CLASS II
 DI0811
 DI0811.The horizontal coordinates were established by GPS observations
 DI0811.and adjusted by the National Geodetic Survey in December 2010.
 DI0811
 DI0811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0811.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0811
 DI0811.The horizontal coordinates are valid at the epoch date displayed above
 DI0811.which is a decimal equivalence of Year/Month/Day.
 DI0811
 DI0811.The orthometric height was determined by GPS observations and a
 DI0811.high-resolution geoid model.
 DI0811
 DI0811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0811
 DI0811.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0811
 DI0811.The ellipsoidal height was determined by GPS observations
 DI0811.and is referenced to NAD 83.
 DI0811
 DI0811. The following values were computed from the NAD 83(2007) position.
 DI0811
 DI0811;                    North         East     Units Scale Factor Converg.
 DI0811;SPC MN S     -   236,178.644   765,444.445   MT  0.99993364   -0 18 11.3
 DI0811;SPC MN S     -   774,862.77  2,511,295.65   sFT  0.99993364   -0 18 11.3
 DI0811;UTM  15      - 4,897,837.115   385,584.671   MT  0.99976100   -0 59 57.3
 DI0811
 DI0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0811!SPC MN S     -   0.99995729  x   0.99993364  =   0.99989093
 DI0811!UTM  15      -   0.99995729  x   0.99976100  =   0.99971830
 DI0811
 DI0811                          SUPERSEDED SURVEY CONTROL
 DI0811
 DI0811  NAD 83(1996)-  44 13 29.21583(N)    094 25 57.00228(W) AD(       ) 1
 DI0811  ELLIP H (07/31/06)  272.443  (m)                       GP(       ) 3 2
 DI0811
 DI0811.Superseded values are not recommended for survey control.
 DI0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0811.See file dsdata.txt to determine how the superseded data were derived.
 DI0811
 DI0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8558497837(NAD 83)
 DI0811
 DI0811_MARKER: DD = SURVEY DISK
 DI0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0811_STAMPING: 0805 K
 DI0811_MARK LOGO: MNHD  
 DI0811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0811+STABILITY: SURFACE MOTION
 DI0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0811+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DI0811
 DI0811  HISTORY     - Date     Condition        Report By
 DI0811  HISTORY     - 1972     MONUMENTED       MNHD
 DI0811  HISTORY     - 20050715 GOOD             MNDT
 DI0811
 DI0811                          STATION DESCRIPTION
 DI0811
 DI0811'DESCRIBED BY MN DEPT OF TRANSP 2005 (CDO)
 DI0811'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI0811'THE MARK IS 7 MILES (11.3 KM) SOUTH OF NEW ULM, 7.2 MILES (11.6 KM)
 DI0811'SOUTH ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 14 AND
 DI0811'TRUNK HIGHWAY 15 IN NEW ULM, AT TRUNK HIGHWAY 15 MILEPOINT 50.8, 76
 DI0811'FEET (23.2 M) WEST OF TRUNK HIGHWAY 15, 165 FEET (50.3 M) SOUTH OF
 DI0811'COUNTY ROAD 24, 0.4 FEET (12.2 CM) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0812 ***********************************************************************
 DI0812  DESIGNATION -  0805 L
 DI0812  PID         -  DI0812
 DI0812  STATE/COUNTY-  MN/BROWN
 DI0812  COUNTRY     -  US
 DI0812  USGS QUAD   -  NEW ULM (1992)
 DI0812
 DI0812                         *CURRENT SURVEY CONTROL
 DI0812  ______________________________________________________________________
 DI0812* NAD 83(2007) POSITION- 44 15 15.24968(N) 094 25 55.01668(W)   ADJUSTED  
 DI0812* NAD 83(2007) ELLIP HT-   271.771 (meters)        (12/29/10)   ADJUSTED
 DI0812* NAD 83(2007) EPOCH   -  2002.00
 DI0812* NAVD 88 ORTHO HEIGHT -   299.9    (meters)     984.    (feet) GPS OBS   
 DI0812  ______________________________________________________________________
 DI0812  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0812  GEOID HEIGHT    -        -28.06  (meters)                     GEOID03
 DI0812  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DI0812  NAD 83(2007) X  -   -353,610.531 (meters)                     COMP
 DI0812  NAD 83(2007) Y  - -4,562,319.251 (meters)                     COMP
 DI0812  NAD 83(2007) Z  -  4,428,558.554 (meters)                     COMP
 DI0812  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC09
 DI0812  HORZ ORDER      -  FIRST
 DI0812  ELLP ORDER      -  THIRD     CLASS II
 DI0812
 DI0812.The horizontal coordinates were established by GPS observations
 DI0812.and adjusted by the National Geodetic Survey in December 2010.
 DI0812
 DI0812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0812.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0812
 DI0812.The horizontal coordinates are valid at the epoch date displayed above
 DI0812.which is a decimal equivalence of Year/Month/Day.
 DI0812
 DI0812.The orthometric height was determined by GPS observations and a
 DI0812.high-resolution geoid model.
 DI0812
 DI0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0812
 DI0812.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0812
 DI0812.The ellipsoidal height was determined by GPS observations
 DI0812.and is referenced to NAD 83.
 DI0812
 DI0812. The following values were computed from the NAD 83(2007) position.
 DI0812
 DI0812;                    North         East     Units Scale Factor Converg.
 DI0812;SPC MN S     -   239,450.948   765,505.820   MT  0.99993131   -0 18 10.0
 DI0812;SPC MN S     -   785,598.65  2,511,497.01   sFT  0.99993131   -0 18 10.0
 DI0812;UTM  15      - 4,901,107.870   385,685.794   MT  0.99976071   -0 59 57.8
 DI0812
 DI0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0812!SPC MN S     -   0.99995739  x   0.99993131  =   0.99988870
 DI0812!UTM  15      -   0.99995739  x   0.99976071  =   0.99971811
 DI0812
 DI0812                          SUPERSEDED SURVEY CONTROL
 DI0812
 DI0812  NAD 83(1996)-  44 15 15.24912(N)    094 25 55.01602(W) AD(       ) 1
 DI0812  ELLIP H (07/31/06)  271.808  (m)                       GP(       ) 3 2
 DI0812
 DI0812.Superseded values are not recommended for survey control.
 DI0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0812.See file dsdata.txt to determine how the superseded data were derived.
 DI0812
 DI0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8568501107(NAD 83)
 DI0812
 DI0812_MARKER: DD = SURVEY DISK
 DI0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0812_STAMPING: 0805 L
 DI0812_MARK LOGO: MNHD  
 DI0812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0812+STABILITY: SURFACE MOTION
 DI0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0812+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 DI0812
 DI0812  HISTORY     - Date     Condition        Report By
 DI0812  HISTORY     - 1972     MONUMENTED       MNHD
 DI0812  HISTORY     - 20050715 GOOD             MNDT
 DI0812
 DI0812                          STATION DESCRIPTION
 DI0812
 DI0812'DESCRIBED BY MN DEPT OF TRANSP 2005 (CDO)
 DI0812'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI0812'THE MARK IS 5 MILES (8.0 KM) SOUTH OF NEW ULM, 5.0 MILES (8.0 KM)
 DI0812'SOUTH ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 14 AND
 DI0812'TRUNK HIGHWAY 15 IN NEW ULM, AT TRUNK HIGHWAY 15 MILEPOINT 53.1, 76
 DI0812'FEET (23.2 M) EAST OF TRUNK HIGHWAY 15, ON FENCELINE AT NORTH EDGE OF
 DI0812'FARM GROVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1713 ***********************************************************************
 PQ1713  DESIGNATION -  0805 P
 PQ1713  PID         -  PQ1713
 PQ1713  STATE/COUNTY-  MN/BROWN
 PQ1713  COUNTRY     -  US
 PQ1713  USGS QUAD   -  NEW ULM (1992)
 PQ1713
 PQ1713                         *CURRENT SURVEY CONTROL
 PQ1713  ______________________________________________________________________
 PQ1713* NAD 83(1986) POSITION- 44 17 48.3    (N) 094 26 03.3    (W)   HD_HELD2  
 PQ1713* NAVD 88 ORTHO HEIGHT -   249.246  (meters)     817.73  (feet) ADJUSTED  
 PQ1713  ______________________________________________________________________
 PQ1713  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 PQ1713  DYNAMIC HEIGHT  -        249.206 (meters)      817.60  (feet) COMP
 PQ1713  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 PQ1713
 PQ1713  VERT ORDER      -  SECOND    CLASS I
 PQ1713
 PQ1713.The horizontal coordinates were established by autonomous hand held GPS
 PQ1713.observations and have an estimated accuracy of +/- 10 meters.
 PQ1713.
 PQ1713.The orthometric height was determined by differential leveling and
 PQ1713.adjusted in June 1995.
 PQ1713
 PQ1713.Photographs are available for this station.
 PQ1713
 PQ1713.The dynamic height is computed by dividing the NAVD 88
 PQ1713.geopotential number by the normal gravity value computed on the
 PQ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1713.degrees latitude (g = 980.6199 gals.).
 PQ1713
 PQ1713.The modeled gravity was interpolated from observed gravity values.
 PQ1713
 PQ1713;                    North         East    Units  Estimated Accuracy
 PQ1713;SPC MN S     -   244,176.      765,347.      MT  (+/- 10 meters HH2 GPS)
 PQ1713
 PQ1713                          SUPERSEDED SURVEY CONTROL
 PQ1713
 PQ1713.No superseded survey control is available for this station.
 PQ1713
 PQ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8558405833(NAD 83)
 PQ1713
 PQ1713_MARKER: DH = HORIZONTAL CONTROL DISK
 PQ1713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1713_SP_SET: BRIDGE HEADWALL
 PQ1713_STAMPING: 0805 P 1987
 PQ1713_MARK LOGO: MNDT  
 PQ1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1713+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 PQ1713
 PQ1713  HISTORY     - Date     Condition        Report By
 PQ1713  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1713  HISTORY     - 20051019 GOOD             MNDT
 PQ1713
 PQ1713                          STATION DESCRIPTION
 PQ1713
 PQ1713'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1713'THE MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF NEW ULM, IN
 PQ1713'THE NE 1/4 OF SECTION 33, T110N, R30W, IN THE NORTHWEST CORNER OF
 PQ1713'BRIDGE (NUMBER 08520) 20TH STREET SOUTH (SOUTHWEST) AND NICOLLET
 PQ1713'COUNTY ROAD 37 (NORTHEAST) OVER THE MINNESOTA RIVER, 2.25 MILES
 PQ1713'(3.62 KM) SOUTHEAST ALONG TRUNK HIGHWAYS 15 AND 68 FROM THE JUNCTION
 PQ1713'OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY AND 7TH STREET NORTH) IN
 PQ1713'NEW ULM, THENCE NORTHEAST ALONG 20TH STREET SOUTH FOR 0.45 MILE.  THE
 PQ1713'MARK, A STANDARD MNDT TRAVERSE STATION DISK STAMPED---0805 P 1987---,
 PQ1713'IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHWEST CORNER OF THE WEST
 PQ1713'HEADWALL OF THE BRIDGE.  THE MARK IS 34.0 FEET (10.4 M) NORTHWEST OF
 PQ1713'THE CENTERLINE OF THE BRIDGE.
 PQ1713
 PQ1713                          STATION RECOVERY (2005)
 PQ1713
 PQ1713'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3944 ***********************************************************************
 DM3944  DESIGNATION -  0805 P 1
 DM3944  PID         -  DM3944
 DM3944  STATE/COUNTY-  MN/BROWN
 DM3944  COUNTRY     -  US
 DM3944  USGS QUAD   -  NEW ULM (1992)
 DM3944
 DM3944                         *CURRENT SURVEY CONTROL
 DM3944  ______________________________________________________________________
 DM3944* NAD 83(1986) POSITION- 44 16 38.     (N) 094 26 17.     (W)   SCALED    
 DM3944* NAVD 88 ORTHO HEIGHT -   292.717  (meters)     960.36  (feet) ADJUSTED  
 DM3944  ______________________________________________________________________
 DM3944  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DM3944  DYNAMIC HEIGHT  -        292.670 (meters)      960.20  (feet) COMP
 DM3944  MODELED GRAVITY -    980,450.6   (mgal)                       NAVD 88
 DM3944
 DM3944  VERT ORDER      -  SECOND    CLASS I
 DM3944
 DM3944.The horizontal coordinates were scaled from a topographic map and have
 DM3944.an estimated accuracy of +/- 6 seconds.
 DM3944.
 DM3944.The orthometric height was determined by differential leveling and
 DM3944.adjusted in November 2010.
 DM3944
 DM3944.No vertical observational check was made to the station.
 DM3944
 DM3944.The dynamic height is computed by dividing the NAVD 88
 DM3944.geopotential number by the normal gravity value computed on the
 DM3944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3944.degrees latitude (g = 980.6199 gals.).
 DM3944
 DM3944.The modeled gravity was interpolated from observed gravity values.
 DM3944
 DM3944;                    North         East    Units  Estimated Accuracy
 DM3944;SPC MN S     -   242,010.      765,030.      MT  (+/- 180 meters Scaled)
 DM3944
 DM3944                          SUPERSEDED SURVEY CONTROL
 DM3944
 DM3944.No superseded survey control is available for this station.
 DM3944
 DM3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK852036(NAD 83)
 DM3944
 DM3944_MARKER: DD = SURVEY DISK
 DM3944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3944_STAMPING: 0805 P 1 2005
 DM3944_MARK LOGO: MNDT  
 DM3944_PROJECTION: FLUSH
 DM3944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3944+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DM3944_ROD/PIPE-DEPTH:  6.1 meters
 DM3944
 DM3944  HISTORY     - Date     Condition        Report By
 DM3944  HISTORY     - 2005     MONUMENTED       MNDT
 DM3944
 DM3944                          STATION DESCRIPTION
 DM3944
 DM3944'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3944'3.0 MI (4.8 KM) SOUTHEAST OF NEW ULM, 3.70 MI (6.0 KM) SOUTHEAST ALONG
 DM3944'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DM3944'HIGHWAY 14 IN NEW ULM, TO TRUNK HIGHWAY 15 MILE POINT 54.50, THENCE
 DM3944'0.50 MI (0.8 KM) NORTHWEST ON ENTRANCE TO SOUTHERN REGIONAL
 DM3944'HEADQUARTERS FOR DEPARTMENT OF NATURAL RESOURCES.
 DM3944' 
 DM3944'IT IS 47.2 FT (14.4 M) SOUTH OF ENTRANCE TO MAINTENANCE BUILDING
 DM3944'FENCE, 0.8 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1712 ***********************************************************************
 PQ1712  DESIGNATION -  0805 Q
 PQ1712  PID         -  PQ1712
 PQ1712  STATE/COUNTY-  MN/BROWN
 PQ1712  COUNTRY     -  US
 PQ1712  USGS QUAD   -  NEW ULM (1992)
 PQ1712
 PQ1712                         *CURRENT SURVEY CONTROL
 PQ1712  ______________________________________________________________________
 PQ1712* NAD 83(1986) POSITION- 44 18 28.     (N) 094 26 59.     (W)   SCALED    
 PQ1712* NAVD 88 ORTHO HEIGHT -   253.488  (meters)     831.65  (feet) ADJUSTED  
 PQ1712  ______________________________________________________________________
 PQ1712  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 PQ1712  DYNAMIC HEIGHT  -        253.448 (meters)      831.52  (feet) COMP
 PQ1712  MODELED GRAVITY -    980,453.7   (mgal)                       NAVD 88
 PQ1712
 PQ1712  VERT ORDER      -  SECOND    CLASS I
 PQ1712
 PQ1712.The horizontal coordinates were scaled from a topographic map and have
 PQ1712.an estimated accuracy of +/- 6 seconds.
 PQ1712.
 PQ1712.The orthometric height was determined by differential leveling and
 PQ1712.adjusted in June 1995.
 PQ1712
 PQ1712.The dynamic height is computed by dividing the NAVD 88
 PQ1712.geopotential number by the normal gravity value computed on the
 PQ1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1712.degrees latitude (g = 980.6199 gals.).
 PQ1712
 PQ1712.The modeled gravity was interpolated from observed gravity values.
 PQ1712
 PQ1712;                    North         East    Units  Estimated Accuracy
 PQ1712;SPC MN S     -   245,410.      764,120.      MT  (+/- 180 meters Scaled)
 PQ1712
 PQ1712                          SUPERSEDED SURVEY CONTROL
 PQ1712
 PQ1712.No superseded survey control is available for this station.
 PQ1712
 PQ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK843070(NAD 83)
 PQ1712
 PQ1712_MARKER: DV = VERTICAL CONTROL DISK
 PQ1712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1712_SP_SET: ALUMINUM ALLOY ROD
 PQ1712_STAMPING: 0805 Q 1987
 PQ1712_MARK LOGO: MNDT  
 PQ1712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1712
 PQ1712  HISTORY     - Date     Condition        Report By
 PQ1712  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1712
 PQ1712                          STATION DESCRIPTION
 PQ1712
 PQ1712'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1712'THE MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF NEW ULM, IN
 PQ1712'THE NW 1/4 OF SECTION 28, T110N, R30W, NEAR THE 7TH STREET SOUTH
 PQ1712'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILROAD, 1.15 MILES
 PQ1712'(1.85 KM) SOUTHEAST ALONG TRUNK HIGHWAYS 15 AND 68 FROM THE JUNCTION
 PQ1712'OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY AND 7TH STREET NORTH) IN
 PQ1712'NEW ULM, THENCE NORTHWEST ALONG 7TH STREET SOUTH FOR 0.25 MILE
 PQ1712'(0.40 KM) TO THE RAILROAD TRACKS.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1712'VERTICAL CONTROL MONUMENT DISK STAMPED---0805 Q 1987---, IS SET ON
 PQ1712'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 17-FOOT LONG ALUMINUM ROD
 PQ1712'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH 7TH
 PQ1712'STREET SOUTH.  THE MARK IS 29.0 FEET (8.8 M) SOUTHEAST OF THE
 PQ1712'CENTERLINE OF 7TH STREET SOUTH, 18.0 FEET (5.5 M) SOUTHWEST OF THE
 PQ1712'SOUTHWEST RAIL OF THE RAILROAD TRACKS, 18.6 FEET (5.7 M) NORTH OF A
 PQ1712'TELEGRAPH POLE AND 4 FEET (1.2 M) SOUTH OF A POWER POLE WITH A LIGHT.
 PQ1712'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4038 ***********************************************************************
 DK4038  DESIGNATION -  085
 DK4038  PID         -  DK4038
 DK4038  STATE/COUNTY-  MN/TRAVERSE
 DK4038  COUNTRY     -  US
 DK4038  USGS QUAD   -  BEARDSLEY NW (1972)
 DK4038
 DK4038                         *CURRENT SURVEY CONTROL
 DK4038  ______________________________________________________________________
 DK4038* NAD 83(2007) POSITION- 45 38 37.38914(N) 096 40 38.06180(W)   ADJUSTED  
 DK4038* NAD 83(2007) ELLIP HT-   321.285 (meters)        (07/09/09)   ADJUSTED
 DK4038* NAD 83(2007) EPOCH   -  2002.00
 DK4038* NAVD 88 ORTHO HEIGHT -   347.4    (meters)    1140.    (feet) GPS OBS   
 DK4038  ______________________________________________________________________
 DK4038  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4038  GEOID HEIGHT    -        -26.08  (meters)                     GEOID03
 DK4038  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DK4038  NAD 83(2007) X  -   -519,399.331 (meters)                     COMP
 DK4038  NAD 83(2007) Y  - -4,436,645.102 (meters)                     COMP
 DK4038  NAD 83(2007) Z  -  4,537,880.514 (meters)                     COMP
 DK4038  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC09
 DK4038  HORZ ORDER      -  FIRST
 DK4038  ELLP ORDER      -  THIRD     CLASS I
 DK4038
 DK4038.The horizontal coordinates were established by GPS observations
 DK4038.and adjusted by the National Geodetic Survey in July 2009.
 DK4038
 DK4038.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4038.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4038
 DK4038.The horizontal coordinates are valid at the epoch date displayed above
 DK4038.which is a decimal equivalence of Year/Month/Day.
 DK4038
 DK4038.The orthometric height was determined by GPS observations and a
 DK4038.high-resolution geoid model.
 DK4038
 DK4038.Photographs are available for this station.
 DK4038
 DK4038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4038
 DK4038.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4038
 DK4038.The ellipsoidal height was determined by GPS observations
 DK4038.and is referenced to NAD 83.
 DK4038
 DK4038. The following values were computed from the NAD 83(2007) position.
 DK4038
 DK4038;                    North         East     Units Scale Factor Converg.
 DK4038;SPC MN C     -   174,446.746   610,805.614   MT  0.99999425   -1 45 21.0
 DK4038;SPC MN C     -   572,330.70  2,003,951.42   sFT  0.99999425   -1 45 21.0
 DK4038;UTM  14      - 5,057,087.555   681,006.553   MT  1.00000282   +1 39 40.5
 DK4038
 DK4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4038!SPC MN C     -   0.99994963  x   0.99999425  =   0.99994388
 DK4038!UTM  14      -   0.99994963  x   1.00000282  =   0.99995245
 DK4038
 DK4038                          SUPERSEDED SURVEY CONTROL
 DK4038
 DK4038  NAD 83(1996)-  45 38 37.38857(N)    096 40 38.06136(W) AD(       ) 1
 DK4038  ELLIP H (03/06/08)  321.320  (m)                       GP(       ) 3 1
 DK4038
 DK4038.Superseded values are not recommended for survey control.
 DK4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4038.See file dsdata.txt to determine how the superseded data were derived.
 DK4038
 DK4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR8100657087(NAD 83)
 DK4038
 DK4038_MARKER: DD = SURVEY DISK
 DK4038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4038_STAMPING: 085
 DK4038_MARK LOGO: NONE  
 DK4038_PROJECTION: RECESSED 15 CENTIMETERS
 DK4038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4038+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK4038_ROD/PIPE-DEPTH:  3.0 meters
 DK4038
 DK4038  HISTORY     - Date     Condition        Report By
 DK4038  HISTORY     - 2005     MONUMENTED       LOCENG
 DK4038
 DK4038                          STATION DESCRIPTION
 DK4038
 DK4038'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005
 DK4038'7 MILES NORTH NORTHEAST OF BEARDSLEY, 1.82 MILES NORTH ALONG COUNTY
 DK4038'ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 1 EAST OF
 DK4038'BEARDSLEY, THEN 0.99 MILE EAST ON COUNTY ROAD 3 AND COUNTY ROAD 1,
 DK4038'THEN 3.93 MILES NORTH ON COUNTY ROAD 3, 87.0 FEET SOUTH OF COUNTY ROAD
 DK4038'4, 65.0 FEET EAST OF COUNTY ROAD 3, 3.5 FEET SOUTH OF WITNESS POST.
 DK4038'BOIS DE SIOUX WATERSHED DISTRICT, ROD DEPTH IS UNKNOWN
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4039 ***********************************************************************
 DK4039  DESIGNATION -  089
 DK4039  PID         -  DK4039
 DK4039  STATE/COUNTY-  MN/TRAVERSE
 DK4039  COUNTRY     -  US
 DK4039  USGS QUAD   -  BEARDSLEY NE (1974)
 DK4039
 DK4039                         *CURRENT SURVEY CONTROL
 DK4039  ______________________________________________________________________
 DK4039* NAD 83(2007) POSITION- 45 38 37.43349(N) 096 31 52.83845(W)   ADJUSTED  
 DK4039* NAD 83(2007) ELLIP HT-   304.299 (meters)        (07/09/09)   ADJUSTED
 DK4039* NAD 83(2007) EPOCH   -  2002.00
 DK4039* NAVD 88 ORTHO HEIGHT -   330.4    (meters)    1084.    (feet) GPS OBS   
 DK4039  ______________________________________________________________________
 DK4039  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4039  GEOID HEIGHT    -        -26.12  (meters)                     GEOID03
 DK4039  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 DK4039  NAD 83(2007) X  -   -508,098.926 (meters)                     COMP
 DK4039  NAD 83(2007) Y  - -4,437,940.521 (meters)                     COMP
 DK4039  NAD 83(2007) Z  -  4,537,869.326 (meters)                     COMP
 DK4039  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC09
 DK4039  HORZ ORDER      -  FIRST
 DK4039  ELLP ORDER      -  THIRD     CLASS I
 DK4039
 DK4039.The horizontal coordinates were established by GPS observations
 DK4039.and adjusted by the National Geodetic Survey in July 2009.
 DK4039
 DK4039.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4039.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4039
 DK4039.The horizontal coordinates are valid at the epoch date displayed above
 DK4039.which is a decimal equivalence of Year/Month/Day.
 DK4039
 DK4039.The orthometric height was determined by GPS observations and a
 DK4039.high-resolution geoid model.
 DK4039
 DK4039.Photographs are available for this station.
 DK4039
 DK4039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4039
 DK4039.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4039
 DK4039.The ellipsoidal height was determined by GPS observations
 DK4039.and is referenced to NAD 83.
 DK4039
 DK4039. The following values were computed from the NAD 83(2007) position.
 DK4039
 DK4039;                    North         East     Units Scale Factor Converg.
 DK4039;SPC MN C     -   174,110.089   622,174.416   MT  0.99999425   -1 39 01.1
 DK4039;SPC MN C     -   571,226.18  2,041,250.56   sFT  0.99999425   -1 39 01.1
 DK4039;UTM  14      - 5,057,429.020   692,375.603   MT  1.00005502   +1 45 56.3
 DK4039
 DK4039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4039!SPC MN C     -   0.99995230  x   0.99999425  =   0.99994655
 DK4039!UTM  14      -   0.99995230  x   1.00005502  =   1.00000731
 DK4039
 DK4039                          SUPERSEDED SURVEY CONTROL
 DK4039
 DK4039  NAD 83(1996)-  45 38 37.43290(N)    096 31 52.83804(W) AD(       ) 1
 DK4039  ELLIP H (03/06/08)  304.334  (m)                       GP(       ) 3 1
 DK4039
 DK4039.Superseded values are not recommended for survey control.
 DK4039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4039.See file dsdata.txt to determine how the superseded data were derived.
 DK4039
 DK4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR9237557429(NAD 83)
 DK4039
 DK4039_MARKER: DD = SURVEY DISK
 DK4039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4039_STAMPING: 089
 DK4039_MARK LOGO: NONE  
 DK4039_PROJECTION: RECESSED 5 CENTIMETERS
 DK4039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4039+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DK4039_ROD/PIPE-DEPTH:  3.0 meters
 DK4039
 DK4039  HISTORY     - Date     Condition        Report By
 DK4039  HISTORY     - 1989     MONUMENTED       LOCENG
 DK4039
 DK4039                          STATION DESCRIPTION
 DK4039
 DK4039'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989
 DK4039'5.14 MILES WEST OF COLLIS, 5.14 MILES WEST ALONG COUNTY ROAD 4 FROM
 DK4039'THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4 IN COLLIS, 74.0
 DK4039'FEET EAST OF COUNTY ROAD 63, 65.5 FEEET NORTH OF COUNTY ROAD 4, 2.5
 DK4039'FEET EAST OF WITNESS POST.  AGENCY LOGO ON ACCESS COVER IS BOIS DE
 DK4039'SIOUX WATERSHED DISTRICT.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0329 ***********************************************************************
 QP0329  DESIGNATION -  09 16
 QP0329  PID         -  QP0329
 QP0329  STATE/COUNTY-  MN/MEEKER
 QP0329  COUNTRY     -  US
 QP0329  USGS QUAD   -  DARWIN (1982)
 QP0329
 QP0329                         *CURRENT SURVEY CONTROL
 QP0329  ______________________________________________________________________
 QP0329* NAD 83(1986) POSITION- 45 07 24.     (N) 094 26 31.     (W)   SCALED    
 QP0329* NAVD 88 ORTHO HEIGHT -   342.015  (meters)    1122.09  (feet) ADJUSTED  
 QP0329  ______________________________________________________________________
 QP0329  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 QP0329  DYNAMIC HEIGHT  -        341.995 (meters)     1122.03  (feet) COMP
 QP0329  MODELED GRAVITY -    980,547.1   (mgal)                       NAVD 88
 QP0329
 QP0329  VERT ORDER      -  SECOND    CLASS I
 QP0329
 QP0329.The horizontal coordinates were scaled from a topographic map and have
 QP0329.an estimated accuracy of +/- 6 seconds.
 QP0329.
 QP0329.The orthometric height was determined by differential leveling and
 QP0329.adjusted in June 1991.
 QP0329
 QP0329.The dynamic height is computed by dividing the NAVD 88
 QP0329.geopotential number by the normal gravity value computed on the
 QP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0329.degrees latitude (g = 980.6199 gals.).
 QP0329
 QP0329.The modeled gravity was interpolated from observed gravity values.
 QP0329
 QP0329;                    North         East    Units  Estimated Accuracy
 QP0329;SPC MN S     -   336,030.      765,230.      MT  (+/- 180 meters Scaled)
 QP0329
 QP0329                          SUPERSEDED SURVEY CONTROL
 QP0329
 QP0329  NGVD 29 (??/??/92)  341.935  (m)         1121.83   (f) ADJ UNCH    2 1
 QP0329
 QP0329.Superseded values are not recommended for survey control.
 QP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0329.See file dsdata.txt to determine how the superseded data were derived.
 QP0329
 QP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK865976(NAD 83)
 QP0329
 QP0329_MARKER: DD = SURVEY DISK
 QP0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0329_STAMPING: 09-16 1976
 QP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0329+STABILITY: SURFACE MOTION
 QP0329
 QP0329  HISTORY     - Date     Condition        Report By
 QP0329  HISTORY     - 1976     MONUMENTED       MNDT
 QP0329
 QP0329                          STATION DESCRIPTION
 QP0329
 QP0329'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0329'3.7 MI NW FROM DARWIN.
 QP0329'THE MARK IS LOCATED 1.7 MILES NORTH ALONG COUNTY ROAD 14 FROM THE
 QP0329'JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 14 AT DARWIN.  THENCE
 QP0329'WEST ALONG A TOWNSHIP ROAD FOR 1.65 MILES.  IT IS 0.15 MILE WEST OF A
 QP0329'CROSS ROAD, 29.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE TOWNSHIP ROAD
 QP0329'153, 27.0 FEET EAST OF A FARM ENTRANCE SOUTH (FIVE NUMBER D-165), 7.1
 QP0329'FEET NORTHEAST OF TELEPHONE PEDESTAL NUMBER 1522., 1.7 FEET WEST OF
 QP0329'TELEPHONE POLE NUMBER 307, 17.0 FEET NORTHEAST OF A 15 INCH SPRUCE
 QP0329'TREE, AND 27.0 FEET WEST-NORTHWEST OF TWIN 10 INCH SPRUCE TREES.  IT
 QP0329'IS SET IN THE TOP OF A CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH
 QP0329'THE SURFACE OF THE GROUND, AND IS 1.2 FEET NORTH OF A STEEL WITNESS
 QP0329'POST.  NE 1/4 SECTION 16, T 119N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0323 ***********************************************************************
 QP0323  DESIGNATION -  09 23
 QP0323  PID         -  QP0323
 QP0323  STATE/COUNTY-  MN/MEEKER
 QP0323  COUNTRY     -  US
 QP0323  USGS QUAD   -  DARWIN (1982)
 QP0323
 QP0323                         *CURRENT SURVEY CONTROL
 QP0323  ______________________________________________________________________
 QP0323* NAD 83(1986) POSITION- 45 06 36.     (N) 094 24 37.     (W)   SCALED    
 QP0323* NAVD 88 ORTHO HEIGHT -   342.193  (meters)    1122.68  (feet) ADJUSTED  
 QP0323  ______________________________________________________________________
 QP0323  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 QP0323  DYNAMIC HEIGHT  -        342.173 (meters)     1122.61  (feet) COMP
 QP0323  MODELED GRAVITY -    980,548.2   (mgal)                       NAVD 88
 QP0323
 QP0323  VERT ORDER      -  SECOND    CLASS I
 QP0323
 QP0323.The horizontal coordinates were scaled from a topographic map and have
 QP0323.an estimated accuracy of +/- 6 seconds.
 QP0323.
 QP0323.The orthometric height was determined by differential leveling and
 QP0323.adjusted in June 1991.
 QP0323
 QP0323.The dynamic height is computed by dividing the NAVD 88
 QP0323.geopotential number by the normal gravity value computed on the
 QP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0323.degrees latitude (g = 980.6199 gals.).
 QP0323
 QP0323.The modeled gravity was interpolated from observed gravity values.
 QP0323
 QP0323;                    North         East    Units  Estimated Accuracy
 QP0323;SPC MN S     -   334,530.      767,710.      MT  (+/- 180 meters Scaled)
 QP0323
 QP0323                          SUPERSEDED SURVEY CONTROL
 QP0323
 QP0323  NGVD 29 (??/??/92)  342.114  (m)         1122.42   (f) ADJ UNCH    2 1
 QP0323
 QP0323.Superseded values are not recommended for survey control.
 QP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0323.See file dsdata.txt to determine how the superseded data were derived.
 QP0323
 QP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK890961(NAD 83)
 QP0323
 QP0323_MARKER: DD = SURVEY DISK
 QP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0323_STAMPING: 09-23 1976
 QP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0323+STABILITY: SURFACE MOTION
 QP0323
 QP0323  HISTORY     - Date     Condition        Report By
 QP0323  HISTORY     - 1976     MONUMENTED       MNDT
 QP0323
 QP0323                          STATION DESCRIPTION
 QP0323
 QP0323'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0323'0.6 MI N FROM DARWIN.
 QP0323'THE MARK IS LOCATED 0.6 MILE NORTH ALONG COUNTY ROAD 14 FROM THE
 QP0323'JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 14 AT DARWIN.  IT IS 54.0
 QP0323'FEET WEST OF AND ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD 14, 154.0
 QP0323'FEET SOUTH OF THE CENTER OF A TOWNSHIP ROAD (T-ROAD WEST) AND 2.0 FEET
 QP0323'SOUTH OF A POWER POLE.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 QP0323'(MAGNETIC) THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 1.0
 QP0323'FEET WEST OF A STEEL WITNESS POST.  NW 1/4 SECTION 23, T 119N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3798 ***********************************************************************
 DI3798  DESIGNATION -  090
 DI3798  PID         -  DI3798
 DI3798  STATE/COUNTY-  MN/OTTER TAIL
 DI3798  COUNTRY     -  US
 DI3798  USGS QUAD   -  DAYTON HOLLOW DAM (1967)
 DI3798
 DI3798                         *CURRENT SURVEY CONTROL
 DI3798  ______________________________________________________________________
 DI3798* NAD 83(1986) POSITION- 46 09 59.     (N) 096 07 22.     (W)   SCALED    
 DI3798* NAVD 88 ORTHO HEIGHT -   345.616  (meters)    1133.91  (feet) ADJUSTED  
 DI3798  ______________________________________________________________________
 DI3798  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DI3798  DYNAMIC HEIGHT  -        345.621 (meters)     1133.92  (feet) COMP
 DI3798  MODELED GRAVITY -    980,620.9   (mgal)                       NAVD 88
 DI3798
 DI3798  VERT ORDER      -  SECOND    CLASS I
 DI3798
 DI3798.The horizontal coordinates were scaled from a topographic map and have
 DI3798.an estimated accuracy of +/- 6 seconds.
 DI3798.
 DI3798.The orthometric height was determined by differential leveling and
 DI3798.adjusted in June 2007.
 DI3798
 DI3798.No vertical observational check was made to the station.
 DI3798
 DI3798.Photographs are available for this station.
 DI3798
 DI3798.The dynamic height is computed by dividing the NAVD 88
 DI3798.geopotential number by the normal gravity value computed on the
 DI3798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3798.degrees latitude (g = 980.6199 gals.).
 DI3798
 DI3798.The modeled gravity was interpolated from observed gravity values.
 DI3798
 DI3798;                    North         East    Units  Estimated Accuracy
 DI3798;SPC MN C     -   231,350.      655,390.      MT  (+/- 180 meters Scaled)
 DI3798
 DI3798                          SUPERSEDED SURVEY CONTROL
 DI3798
 DI3798.No superseded survey control is available for this station.
 DI3798
 DI3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS221165(NAD 83)
 DI3798
 DI3798_MARKER: DB = BENCH MARK DISK
 DI3798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3798_STAMPING: 090
 DI3798_MARK LOGO: BOISDE
 DI3798_PROJECTION: RECESSED 10 CENTIMETERS
 DI3798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3798+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2010
 DI3798
 DI3798  HISTORY     - Date     Condition        Report By
 DI3798  HISTORY     - 1950     MONUMENTED       MNHD
 DI3798  HISTORY     - 20050505 GOOD             MNDT
 DI3798  HISTORY     - 20101118 GOOD             INDIV
 DI3798
 DI3798                          STATION DESCRIPTION
 DI3798
 DI3798'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI3798'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9.0 MILES (14.5
 DI3798'KM) SOUTH OF FERGUS FALLS, 7.2 MILES (11.6 KM) SOUTH ALONG COUNTY ROAD
 DI3798'1 FROM JUNCTION OF COUNTY ROAD 1 AND INTERSTATE HIGHWAY 94 IN FERGUS
 DI3798'FALLS, THENCE 0.95 MILES (1.53 KM) WEST ON COUNTY ROAD 112, 87.1 FEET
 DI3798'(26.5 M) EAST OF TELEPHONE PEDESTAL, 49.6 FEEET NORTH OF COUNTY ROAD
 DI3798'112, 40.5 FEET (12.3 M) EAST OF GRAVEL ROAD, 2.4 FEET (0.7 M) WEST OF
 DI3798'CARBONITE WITNESS POST.
 DI3798
 DI3798                          STATION RECOVERY (2010)
 DI3798
 DI3798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DI3798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5900 ***********************************************************************
 DM5900  DESIGNATION -  0901 A
 DM5900  PID         -  DM5900
 DM5900  STATE/COUNTY-  MN/CARLTON
 DM5900  COUNTRY     -  US
 DM5900  USGS QUAD   -  HOLYOKE (1983)
 DM5900
 DM5900                         *CURRENT SURVEY CONTROL
 DM5900  ______________________________________________________________________
 DM5900* NAD 83(1986) POSITION- 46 25 09.     (N) 092 29 44.     (W)   SCALED    
 DM5900* NAVD 88 ORTHO HEIGHT -   352.272  (meters)    1155.75  (feet) ADJUSTED  
 DM5900  ______________________________________________________________________
 DM5900  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DM5900  DYNAMIC HEIGHT  -        352.282 (meters)     1155.78  (feet) COMP
 DM5900  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 DM5900
 DM5900  VERT ORDER      -  SECOND    CLASS I
 DM5900
 DM5900.The horizontal coordinates were scaled from a topographic map and have
 DM5900.an estimated accuracy of +/- 6 seconds.
 DM5900.
 DM5900.The orthometric height was determined by differential leveling and
 DM5900.adjusted in January 2012.
 DM5900
 DM5900.The dynamic height is computed by dividing the NAVD 88
 DM5900.geopotential number by the normal gravity value computed on the
 DM5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5900.degrees latitude (g = 980.6199 gals.).
 DM5900
 DM5900.The modeled gravity was interpolated from observed gravity values.
 DM5900
 DM5900;                    North         East    Units  Estimated Accuracy
 DM5900;SPC MN C     -   259,230.      934,850.      MT  (+/- 180 meters Scaled)
 DM5900
 DM5900                          SUPERSEDED SURVEY CONTROL
 DM5900
 DM5900.No superseded survey control is available for this station.
 DM5900
 DM5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM387407(NAD 83)
 DM5900
 DM5900_MARKER: DD = SURVEY DISK
 DM5900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5900_STAMPING: 0901 A 2007
 DM5900_MARK LOGO: MNDT  
 DM5900_PROJECTION: FLUSH
 DM5900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5900+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5900_ROD/PIPE-DEPTH: 18.3 meters
 DM5900
 DM5900  HISTORY     - Date     Condition        Report By
 DM5900  HISTORY     - 2007     MONUMENTED       MNDT
 DM5900
 DM5900                          STATION DESCRIPTION
 DM5900
 DM5900'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5900'THE MARK IS 6.0 MI (9.7 KM) SOUTHWEST OF HOLYOKE.
 DM5900' 
 DM5900'5.2 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5900'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5900'POINT 315.35.
 DM5900' 
 DM5900'IT IS 43.6 FT (13.3 M) SOUTHEAST OF TRUNK HIGHWAY 23, 15.2 FT (4.6 M)
 DM5900'NORTHEAST OF ENTRANCE NUMBER 94990, 2 FT (0.6 M) SOUTHWEST OF A
 DM5900'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5901 ***********************************************************************
 DM5901  DESIGNATION -  0901 B
 DM5901  PID         -  DM5901
 DM5901  STATE/COUNTY-  MN/CARLTON
 DM5901  COUNTRY     -  US
 DM5901  USGS QUAD   -  HOLYOKE (1983)
 DM5901
 DM5901                         *CURRENT SURVEY CONTROL
 DM5901  ______________________________________________________________________
 DM5901* NAD 83(1986) POSITION- 46 25 42.     (N) 092 28 49.     (W)   SCALED    
 DM5901* NAVD 88 ORTHO HEIGHT -   345.377  (meters)    1133.12  (feet) ADJUSTED  
 DM5901  ______________________________________________________________________
 DM5901  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 DM5901  DYNAMIC HEIGHT  -        345.387 (meters)     1133.16  (feet) COMP
 DM5901  MODELED GRAVITY -    980,635.7   (mgal)                       NAVD 88
 DM5901
 DM5901  VERT ORDER      -  SECOND    CLASS I
 DM5901
 DM5901.The horizontal coordinates were scaled from a topographic map and have
 DM5901.an estimated accuracy of +/- 6 seconds.
 DM5901.
 DM5901.The orthometric height was determined by differential leveling and
 DM5901.adjusted in January 2012.
 DM5901
 DM5901.The dynamic height is computed by dividing the NAVD 88
 DM5901.geopotential number by the normal gravity value computed on the
 DM5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5901.degrees latitude (g = 980.6199 gals.).
 DM5901
 DM5901.The modeled gravity was interpolated from observed gravity values.
 DM5901
 DM5901;                    North         East    Units  Estimated Accuracy
 DM5901;SPC MN C     -   260,270.      936,010.      MT  (+/- 180 meters Scaled)
 DM5901
 DM5901                          SUPERSEDED SURVEY CONTROL
 DM5901
 DM5901.No superseded survey control is available for this station.
 DM5901
 DM5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM399417(NAD 83)
 DM5901
 DM5901_MARKER: DD = SURVEY DISK
 DM5901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5901_STAMPING: 0901 B 2007
 DM5901_MARK LOGO: MNDT  
 DM5901_PROJECTION: FLUSH
 DM5901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5901+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5901_ROD/PIPE-DEPTH:  6.1 meters
 DM5901
 DM5901  HISTORY     - Date     Condition        Report By
 DM5901  HISTORY     - 2007     MONUMENTED       MNDT
 DM5901
 DM5901                          STATION DESCRIPTION
 DM5901
 DM5901'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5901'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF HOLYOKE.
 DM5901' 
 DM5901'4.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5901'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5901'POINT 316.3.
 DM5901' 
 DM5901'IT IS 28.5 FT (8.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 6.8 FT (2.1 M)
 DM5901'NORTHEAST OF EXTENED DRIVEWAY NUMBER 4797, 2.0 FT (0.6 M) NORTHWEST OF
 DM5901'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5902 ***********************************************************************
 DM5902  DESIGNATION -  0901 C
 DM5902  PID         -  DM5902
 DM5902  STATE/COUNTY-  MN/CARLTON
 DM5902  COUNTRY     -  US
 DM5902  USGS QUAD   -  HOLYOKE (1983)
 DM5902
 DM5902                         *CURRENT SURVEY CONTROL
 DM5902  ______________________________________________________________________
 DM5902* NAD 83(1986) POSITION- 46 26 14.     (N) 092 27 52.     (W)   SCALED    
 DM5902* NAVD 88 ORTHO HEIGHT -   343.410  (meters)    1126.67  (feet) ADJUSTED  
 DM5902  ______________________________________________________________________
 DM5902  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DM5902  DYNAMIC HEIGHT  -        343.422 (meters)     1126.71  (feet) COMP
 DM5902  MODELED GRAVITY -    980,639.4   (mgal)                       NAVD 88
 DM5902
 DM5902  VERT ORDER      -  SECOND    CLASS I
 DM5902
 DM5902.The horizontal coordinates were scaled from a topographic map and have
 DM5902.an estimated accuracy of +/- 6 seconds.
 DM5902.
 DM5902.The orthometric height was determined by differential leveling and
 DM5902.adjusted in January 2012.
 DM5902
 DM5902.The dynamic height is computed by dividing the NAVD 88
 DM5902.geopotential number by the normal gravity value computed on the
 DM5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5902.degrees latitude (g = 980.6199 gals.).
 DM5902
 DM5902.The modeled gravity was interpolated from observed gravity values.
 DM5902
 DM5902;                    North         East    Units  Estimated Accuracy
 DM5902;SPC MN C     -   261,290.      937,200.      MT  (+/- 180 meters Scaled)
 DM5902
 DM5902                          SUPERSEDED SURVEY CONTROL
 DM5902
 DM5902.No superseded survey control is available for this station.
 DM5902
 DM5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM411427(NAD 83)
 DM5902
 DM5902_MARKER: DD = SURVEY DISK
 DM5902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5902_STAMPING: 0901 C 2007
 DM5902_MARK LOGO: MNDT  
 DM5902_PROJECTION: RECESSED 3 CENTIMETERS
 DM5902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5902+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5902_ROD/PIPE-DEPTH:  9.1 meters
 DM5902
 DM5902  HISTORY     - Date     Condition        Report By
 DM5902  HISTORY     - 2007     MONUMENTED       MNDT
 DM5902
 DM5902                          STATION DESCRIPTION
 DM5902
 DM5902'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5902'THE MARK IS 4.0 MI (6.4 KM) SOUTHWEST OF HOLYOKE.
 DM5902' 
 DM5902'3.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5902'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5902'POINT 317.3.
 DM5902' 
 DM5902'IT IS 26.6 FT (8.1 M) NORTHWEST OF TRUNK HIGHWAY 23, 2.2 FT (0.7 M)
 DM5902'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5903 ***********************************************************************
 DM5903  DESIGNATION -  0901 D
 DM5903  PID         -  DM5903
 DM5903  STATE/COUNTY-  MN/CARLTON
 DM5903  COUNTRY     -  US
 DM5903  USGS QUAD   -  HOLYOKE (1983)
 DM5903
 DM5903                         *CURRENT SURVEY CONTROL
 DM5903  ______________________________________________________________________
 DM5903* NAD 83(1986) POSITION- 46 26 52.     (N) 092 27 01.     (W)   SCALED    
 DM5903* NAVD 88 ORTHO HEIGHT -   333.349  (meters)    1093.66  (feet) ADJUSTED  
 DM5903  ______________________________________________________________________
 DM5903  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 DM5903  DYNAMIC HEIGHT  -        333.362 (meters)     1093.71  (feet) COMP
 DM5903  MODELED GRAVITY -    980,642.6   (mgal)                       NAVD 88
 DM5903
 DM5903  VERT ORDER      -  SECOND    CLASS I
 DM5903
 DM5903.The horizontal coordinates were scaled from a topographic map and have
 DM5903.an estimated accuracy of +/- 6 seconds.
 DM5903.
 DM5903.The orthometric height was determined by differential leveling and
 DM5903.adjusted in January 2012.
 DM5903
 DM5903.The dynamic height is computed by dividing the NAVD 88
 DM5903.geopotential number by the normal gravity value computed on the
 DM5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5903.degrees latitude (g = 980.6199 gals.).
 DM5903
 DM5903.The modeled gravity was interpolated from observed gravity values.
 DM5903
 DM5903;                    North         East    Units  Estimated Accuracy
 DM5903;SPC MN C     -   262,490.      938,260.      MT  (+/- 180 meters Scaled)
 DM5903
 DM5903                          SUPERSEDED SURVEY CONTROL
 DM5903
 DM5903.No superseded survey control is available for this station.
 DM5903
 DM5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM422439(NAD 83)
 DM5903
 DM5903_MARKER: DD = SURVEY DISK
 DM5903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5903_STAMPING: 0901 D 2007
 DM5903_MARK LOGO: MNDT  
 DM5903_PROJECTION: FLUSH
 DM5903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5903+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5903_ROD/PIPE-DEPTH: 16.8 meters
 DM5903
 DM5903  HISTORY     - Date     Condition        Report By
 DM5903  HISTORY     - 2007     MONUMENTED       MNDT
 DM5903
 DM5903                          STATION DESCRIPTION
 DM5903
 DM5903'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5903'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF HOLYOKE.
 DM5903' 
 DM5903'2.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5903'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5903'POINT 318.25.
 DM5903' 
 DM5903'IT IS 37.9 FT (11.6 M) NORTHWEST OF TRUNK HIGHWAY 23, 30 FT (9.1 M)
 DM5903'SOUTHWEST OF GRAHAM LAKE ROAD, 1.9 FT (0.6 M) NORTHEAST OF A WITNESS
 DM5903'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5904 ***********************************************************************
 DM5904  DESIGNATION -  0901 E
 DM5904  PID         -  DM5904
 DM5904  STATE/COUNTY-  MN/CARLTON
 DM5904  COUNTRY     -  US
 DM5904  USGS QUAD   -  HOLYOKE (1983)
 DM5904
 DM5904                         *CURRENT SURVEY CONTROL
 DM5904  ______________________________________________________________________
 DM5904* NAD 83(1986) POSITION- 46 27 33.     (N) 092 26 26.     (W)   SCALED    
 DM5904* NAVD 88 ORTHO HEIGHT -   318.010  (meters)    1043.34  (feet) ADJUSTED  
 DM5904  ______________________________________________________________________
 DM5904  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DM5904  DYNAMIC HEIGHT  -        318.023 (meters)     1043.38  (feet) COMP
 DM5904  MODELED GRAVITY -    980,645.8   (mgal)                       NAVD 88
 DM5904
 DM5904  VERT ORDER      -  SECOND    CLASS I
 DM5904
 DM5904.The horizontal coordinates were scaled from a topographic map and have
 DM5904.an estimated accuracy of +/- 6 seconds.
 DM5904.
 DM5904.The orthometric height was determined by differential leveling and
 DM5904.adjusted in January 2012.
 DM5904
 DM5904.The dynamic height is computed by dividing the NAVD 88
 DM5904.geopotential number by the normal gravity value computed on the
 DM5904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5904.degrees latitude (g = 980.6199 gals.).
 DM5904
 DM5904.The modeled gravity was interpolated from observed gravity values.
 DM5904
 DM5904;                    North         East    Units  Estimated Accuracy
 DM5904;SPC MN C     -   263,770.      938,980.      MT  (+/- 180 meters Scaled)
 DM5904
 DM5904                          SUPERSEDED SURVEY CONTROL
 DM5904
 DM5904.No superseded survey control is available for this station.
 DM5904
 DM5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM429452(NAD 83)
 DM5904
 DM5904_MARKER: DD = SURVEY DISK
 DM5904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5904_STAMPING: 0901 E 2007
 DM5904_MARK LOGO: MNDT  
 DM5904_PROJECTION: FLUSH
 DM5904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5904+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5904_ROD/PIPE-DEPTH:  7.6 meters
 DM5904
 DM5904  HISTORY     - Date     Condition        Report By
 DM5904  HISTORY     - 2007     MONUMENTED       MNDT
 DM5904
 DM5904                          STATION DESCRIPTION
 DM5904
 DM5904'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5904'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF HOLYOKE.
 DM5904' 
 DM5904'1.3 MILES SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5904'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5904'POINT 319.2.
 DM5904' 
 DM5904'IT IS 30.5 FT (9.3 M) NORTHWEST OF TRUNK HIGHWAY 23, 16.8 FT (5.1 M)
 DM5904'NORTHEAST OF ENTRANC NUMBER 4325, 2.2 FT (0.7 M) SOUTHWEST OF A
 DM5904'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5905 ***********************************************************************
 DM5905  DESIGNATION -  0901 F
 DM5905  PID         -  DM5905
 DM5905  STATE/COUNTY-  MN/CARLTON
 DM5905  COUNTRY     -  US
 DM5905  USGS QUAD   -  HOLYOKE (1983)
 DM5905
 DM5905                         *CURRENT SURVEY CONTROL
 DM5905  ______________________________________________________________________
 DM5905* NAD 83(1986) POSITION- 46 28 13.     (N) 092 25 57.     (W)   SCALED    
 DM5905* NAVD 88 ORTHO HEIGHT -   298.248  (meters)     978.50  (feet) ADJUSTED  
 DM5905  ______________________________________________________________________
 DM5905  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DM5905  DYNAMIC HEIGHT  -        298.260 (meters)      978.54  (feet) COMP
 DM5905  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DM5905
 DM5905  VERT ORDER      -  SECOND    CLASS I
 DM5905
 DM5905.The horizontal coordinates were scaled from a topographic map and have
 DM5905.an estimated accuracy of +/- 6 seconds.
 DM5905.
 DM5905.The orthometric height was determined by differential leveling and
 DM5905.adjusted in January 2012.
 DM5905
 DM5905.The dynamic height is computed by dividing the NAVD 88
 DM5905.geopotential number by the normal gravity value computed on the
 DM5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5905.degrees latitude (g = 980.6199 gals.).
 DM5905
 DM5905.The modeled gravity was interpolated from observed gravity values.
 DM5905
 DM5905;                    North         East    Units  Estimated Accuracy
 DM5905;SPC MN C     -   265,020.      939,570.      MT  (+/- 180 meters Scaled)
 DM5905
 DM5905                          SUPERSEDED SURVEY CONTROL
 DM5905
 DM5905.No superseded survey control is available for this station.
 DM5905
 DM5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM435464(NAD 83)
 DM5905
 DM5905_MARKER: DD = SURVEY DISK
 DM5905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5905_STAMPING: 0901 F 2007
 DM5905_MARK LOGO: MNDT  
 DM5905_PROJECTION: FLUSH
 DM5905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5905+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5905_ROD/PIPE-DEPTH:  4.6 meters
 DM5905
 DM5905  HISTORY     - Date     Condition        Report By
 DM5905  HISTORY     - 2007     MONUMENTED       MNDT
 DM5905
 DM5905                          STATION DESCRIPTION
 DM5905
 DM5905'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5905'THE MARK IS 2.0 MI (3.2 KM) WEST OF HOLYOKE.
 DM5905' 
 DM5905'0.45 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION TRUNK
 DM5905'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5905'POINT 320.05.
 DM5905' 
 DM5905'IT IS 54.1 FT (16.5 M) SOUTHEAST OF TRUNK HIGHWAY 23, 8.2 FT (2.5 M)
 DM5905'SOUTHWEST OF ENTRANC NUMBER 4140, 1.7 FT (0.5 M) NORTHEAST OF A
 DM5905'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2803 ***********************************************************************
 DM2803  DESIGNATION -  0901 G
 DM2803  PID         -  DM2803
 DM2803  STATE/COUNTY-  MN/CARLTON
 DM2803  COUNTRY     -  US
 DM2803  USGS QUAD   -  HOLYOKE (1983)
 DM2803
 DM2803                         *CURRENT SURVEY CONTROL
 DM2803  ______________________________________________________________________
 DM2803* NAD 83(2007) POSITION- 46 28 31.58586(N) 092 25 42.98569(W)   ADJUSTED  
 DM2803* NAD 83(2007) ELLIP HT-   262.814 (meters)        (08/26/10)   ADJUSTED
 DM2803* NAD 83(2007) EPOCH   -  2002.00
 DM2803* NAVD 88 ORTHO HEIGHT -   290.714  (meters)     953.78  (feet) ADJUSTED  
 DM2803  ______________________________________________________________________
 DM2803  NAD 83(2007) X  -   -186,461.929 (meters)                     COMP
 DM2803  NAD 83(2007) Y  - -4,396,381.122 (meters)                     COMP
 DM2803  NAD 83(2007) Z  -  4,601,991.291 (meters)                     COMP
 DM2803  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC09
 DM2803  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DM2803  DYNAMIC HEIGHT  -        290.727 (meters)      953.83  (feet) COMP
 DM2803  MODELED GRAVITY -    980,650.8   (mgal)                       NAVD 88
 DM2803
 DM2803  HORZ ORDER      -  FIRST
 DM2803  VERT ORDER      -  SECOND    CLASS I
 DM2803  ELLP ORDER      -  THIRD     CLASS I
 DM2803
 DM2803.The horizontal coordinates were established by GPS observations
 DM2803.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2803
 DM2803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2803.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2803
 DM2803.The horizontal coordinates are valid at the epoch date displayed above
 DM2803.which is a decimal equivalence of Year/Month/Day.
 DM2803
 DM2803.The orthometric height was determined by differential leveling and
 DM2803.adjusted in January 2012.
 DM2803
 DM2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2803
 DM2803.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2803
 DM2803.The ellipsoidal height was determined by GPS observations
 DM2803.and is referenced to NAD 83.
 DM2803
 DM2803.The dynamic height is computed by dividing the NAVD 88
 DM2803.geopotential number by the normal gravity value computed on the
 DM2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2803.degrees latitude (g = 980.6199 gals.).
 DM2803
 DM2803.The modeled gravity was interpolated from observed gravity values.
 DM2803
 DM2803. The following values were computed from the NAD 83(2007) position.
 DM2803
 DM2803;                    North         East     Units Scale Factor Converg.
 DM2803;SPC MN C     -   265,598.247   939,854.965   MT  0.99992502   +1 19 03.3
 DM2803;SPC MN C     -   871,383.58  3,083,507.50   sFT  0.99992502   +1 19 03.3
 DM2803;UTM  15      - 5,147,032.992   543,863.754   MT  0.99962365   +0 24 51.5
 DM2803
 DM2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2803!SPC MN C     -   0.99995880  x   0.99992502  =   0.99988383
 DM2803!UTM  15      -   0.99995880  x   0.99962365  =   0.99958247
 DM2803
 DM2803:                Primary Azimuth Mark                     Grid Az
 DM2803:SPC MN C     -  0901 H                                   024 05 31.9
 DM2803:UTM  15      -  0901 H                                   024 59 43.7
 DM2803
 DM2803|---------------------------------------------------------------------|
 DM2803| PID    Reference Object                     Distance      Geod. Az  |
 DM2803|                                                           dddmmss.s |
 DM2803| DM2804 0901 H                              APPROX. 1.6 KM 0252435.2 |
 DM2803|---------------------------------------------------------------------|
 DM2803
 DM2803                          SUPERSEDED SURVEY CONTROL
 DM2803
 DM2803  NAVD 88 (08/26/10)  290.71   (m)          953.8    (f) LEVELING    3  
 DM2803
 DM2803.Superseded values are not recommended for survey control.
 DM2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2803.See file dsdata.txt to determine how the superseded data were derived.
 DM2803
 DM2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4386347032(NAD 83)
 DM2803
 DM2803_MARKER: DD = SURVEY DISK
 DM2803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2803_STAMPING: 0901 G 2007
 DM2803_MARK LOGO: MNDT  
 DM2803_PROJECTION: RECESSED 5 CENTIMETERS
 DM2803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2803+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2009
 DM2803_ROD/PIPE-DEPTH:  7.6 meters
 DM2803
 DM2803  HISTORY     - Date     Condition        Report By
 DM2803  HISTORY     - 20070801 MONUMENTED       MNDT
 DM2803  HISTORY     - 20090518 GOOD             MNDT
 DM2803  HISTORY     - 20090929 GOOD             MNDT
 DM2803
 DM2803                          STATION DESCRIPTION
 DM2803
 DM2803'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2803'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2803'THE MARK IS 1.5 MILES WEST OF HOLYOKE, AT THE JUNCTION OF TRUNK
 DM2803'HIGHWAY 23 AND COUNTY ROAD 8, AT TRUNK HIGHWAY 23 MILEPOINT 320.5, 93
 DM2803'FEET SOUTHEAST TRUNK HIGHWAY 23, 111.2 FEET SOUTH OF N. HOLYOKE DRIVE,
 DM2803'2.0 FEET NORTHEAST OF WITNESS POST.
 DM2803
 DM2803                          STATION RECOVERY (2009)
 DM2803
 DM2803'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DM2803'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2804 ***********************************************************************
 DM2804  DESIGNATION -  0901 H
 DM2804  PID         -  DM2804
 DM2804  STATE/COUNTY-  MN/CARLTON
 DM2804  COUNTRY     -  US
 DM2804  USGS QUAD   -  HOLYOKE (1983)
 DM2804
 DM2804                         *CURRENT SURVEY CONTROL
 DM2804  ______________________________________________________________________
 DM2804* NAD 83(2007) POSITION- 46 29 18.96143(N) 092 25 10.40119(W)   ADJUSTED  
 DM2804* NAD 83(2007) ELLIP HT-   254.548 (meters)        (08/26/10)   ADJUSTED
 DM2804* NAD 83(2007) EPOCH   -  2002.00
 DM2804* NAVD 88 ORTHO HEIGHT -   282.480  (meters)     926.77  (feet) ADJUSTED  
 DM2804  ______________________________________________________________________
 DM2804  NAD 83(2007) X  -   -185,722.387 (meters)                     COMP
 DM2804  NAD 83(2007) Y  - -4,395,344.932 (meters)                     COMP
 DM2804  NAD 83(2007) Z  -  4,602,992.638 (meters)                     COMP
 DM2804  LAPLACE CORR    -          3.01  (seconds)                    DEFLEC09
 DM2804  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DM2804  DYNAMIC HEIGHT  -        282.493 (meters)      926.81  (feet) COMP
 DM2804  MODELED GRAVITY -    980,654.7   (mgal)                       NAVD 88
 DM2804
 DM2804  HORZ ORDER      -  FIRST
 DM2804  VERT ORDER      -  SECOND    CLASS I
 DM2804  ELLP ORDER      -  THIRD     CLASS I
 DM2804
 DM2804.The horizontal coordinates were established by GPS observations
 DM2804.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2804
 DM2804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2804.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2804
 DM2804.The horizontal coordinates are valid at the epoch date displayed above
 DM2804.which is a decimal equivalence of Year/Month/Day.
 DM2804
 DM2804.The orthometric height was determined by differential leveling and
 DM2804.adjusted in January 2012.
 DM2804
 DM2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2804
 DM2804.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2804
 DM2804.The ellipsoidal height was determined by GPS observations
 DM2804.and is referenced to NAD 83.
 DM2804
 DM2804.The dynamic height is computed by dividing the NAVD 88
 DM2804.geopotential number by the normal gravity value computed on the
 DM2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2804.degrees latitude (g = 980.6199 gals.).
 DM2804
 DM2804.The modeled gravity was interpolated from observed gravity values.
 DM2804
 DM2804. The following values were computed from the NAD 83(2007) position.
 DM2804
 DM2804;                    North         East     Units Scale Factor Converg.
 DM2804;SPC MN C     -   267,076.631   940,516.036   MT  0.99992561   +1 19 26.8
 DM2804;SPC MN C     -   876,233.91  3,085,676.36   sFT  0.99992561   +1 19 26.8
 DM2804;UTM  15      - 5,148,500.330   544,547.842   MT  0.99962439   +0 25 15.5
 DM2804
 DM2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2804!SPC MN C     -   0.99996010  x   0.99992561  =   0.99988571
 DM2804!UTM  15      -   0.99996010  x   0.99962439  =   0.99958450
 DM2804
 DM2804:                Primary Azimuth Mark                     Grid Az
 DM2804:SPC MN C     -  0901 G                                   204 05 32.0
 DM2804:UTM  15      -  0901 G                                   204 59 43.3
 DM2804
 DM2804|---------------------------------------------------------------------|
 DM2804| PID    Reference Object                     Distance      Geod. Az  |
 DM2804|                                                           dddmmss.s |
 DM2804| DM2803 0901 G                              APPROX. 1.6 KM 2052458.8 |
 DM2804|---------------------------------------------------------------------|
 DM2804
 DM2804                          SUPERSEDED SURVEY CONTROL
 DM2804
 DM2804  NAVD 88 (08/26/10)  282.48   (m)          926.8    (f) LEVELING    3  
 DM2804
 DM2804.Superseded values are not recommended for survey control.
 DM2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2804.See file dsdata.txt to determine how the superseded data were derived.
 DM2804
 DM2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4454748500(NAD 83)
 DM2804
 DM2804_MARKER: DD = SURVEY DISK
 DM2804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2804_STAMPING: 0901 H 2007
 DM2804_MARK LOGO: MNDT  
 DM2804_PROJECTION: FLUSH
 DM2804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2804+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2804_ROD/PIPE-DEPTH:  6.1 meters
 DM2804
 DM2804  HISTORY     - Date     Condition        Report By
 DM2804  HISTORY     - 20070701 MONUMENTED       MNDT
 DM2804  HISTORY     - 20090518 GOOD             MNDT
 DM2804
 DM2804                          STATION DESCRIPTION
 DM2804
 DM2804'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2804'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2804'THE MARK IS 2.0 MILES NORTHWEST OF HOLYOKE, 1.0 MILE NORTHEAST ALONG
 DM2804'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2804'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 321.4, 71.3 FEET
 DM2804'NORTHWEST OF TRUNK HIGHWAY 23, 16.9 SOUTHWEST OF FIELD ENTRANCE, 3.4
 DM2804'FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2805 ***********************************************************************
 DM2805  DESIGNATION -  0901 J
 DM2805  PID         -  DM2805
 DM2805  STATE/COUNTY-  MN/CARLTON
 DM2805  COUNTRY     -  US
 DM2805  USGS QUAD   -  HOLYOKE (1983)
 DM2805
 DM2805                         *CURRENT SURVEY CONTROL
 DM2805  ______________________________________________________________________
 DM2805* NAD 83(2007) POSITION- 46 29 51.56091(N) 092 24 18.17662(W)   ADJUSTED  
 DM2805* NAD 83(2007) ELLIP HT-   244.540 (meters)        (08/26/10)   ADJUSTED
 DM2805* NAD 83(2007) EPOCH   -  2002.00
 DM2805* NAVD 88 ORTHO HEIGHT -   272.483  (meters)     893.97  (feet) ADJUSTED  
 DM2805  ______________________________________________________________________
 DM2805  NAD 83(2007) X  -   -184,578.588 (meters)                     COMP
 DM2805  NAD 83(2007) Y  - -4,394,655.461 (meters)                     COMP
 DM2805  NAD 83(2007) Z  -  4,603,678.397 (meters)                     COMP
 DM2805  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC09
 DM2805  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DM2805  DYNAMIC HEIGHT  -        272.497 (meters)      894.02  (feet) COMP
 DM2805  MODELED GRAVITY -    980,657.4   (mgal)                       NAVD 88
 DM2805
 DM2805  HORZ ORDER      -  FIRST
 DM2805  VERT ORDER      -  SECOND    CLASS I
 DM2805  ELLP ORDER      -  THIRD     CLASS I
 DM2805
 DM2805.The horizontal coordinates were established by GPS observations
 DM2805.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2805
 DM2805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2805.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2805
 DM2805.The horizontal coordinates are valid at the epoch date displayed above
 DM2805.which is a decimal equivalence of Year/Month/Day.
 DM2805
 DM2805.The orthometric height was determined by differential leveling and
 DM2805.adjusted in January 2012.
 DM2805
 DM2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2805
 DM2805.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2805
 DM2805.The ellipsoidal height was determined by GPS observations
 DM2805.and is referenced to NAD 83.
 DM2805
 DM2805.The dynamic height is computed by dividing the NAVD 88
 DM2805.geopotential number by the normal gravity value computed on the
 DM2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2805.degrees latitude (g = 980.6199 gals.).
 DM2805
 DM2805.The modeled gravity was interpolated from observed gravity values.
 DM2805
 DM2805. The following values were computed from the NAD 83(2007) position.
 DM2805
 DM2805;                    North         East     Units Scale Factor Converg.
 DM2805;SPC MN C     -   268,108.729   941,606.025   MT  0.99992605   +1 20 04.6
 DM2805;SPC MN C     -   879,620.06  3,089,252.43   sFT  0.99992605   +1 20 04.6
 DM2805;UTM  15      - 5,149,514.815   545,653.629   MT  0.99962562   +0 25 53.6
 DM2805
 DM2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2805!SPC MN C     -   0.99996167  x   0.99992605  =   0.99988772
 DM2805!UTM  15      -   0.99996167  x   0.99962562  =   0.99958730
 DM2805
 DM2805                          SUPERSEDED SURVEY CONTROL
 DM2805
 DM2805  NAVD 88 (08/26/10)  272.48   (m)          894.0    (f) LEVELING    3  
 DM2805
 DM2805.Superseded values are not recommended for survey control.
 DM2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2805.See file dsdata.txt to determine how the superseded data were derived.
 DM2805
 DM2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4565349514(NAD 83)
 DM2805
 DM2805_MARKER: DD = SURVEY DISK
 DM2805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2805_STAMPING: 0901 J 2007
 DM2805_MARK LOGO: MNDT  
 DM2805_PROJECTION: RECESSED 3 CENTIMETERS
 DM2805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2805+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2805_ROD/PIPE-DEPTH:  9.1 meters
 DM2805
 DM2805  HISTORY     - Date     Condition        Report By
 DM2805  HISTORY     - 20070801 MONUMENTED       MNDT
 DM2805  HISTORY     - 20090316 GOOD             MNDT
 DM2805  HISTORY     - 20090518 GOOD             MNDT
 DM2805
 DM2805                          STATION DESCRIPTION
 DM2805
 DM2805'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DM2805'RECOVERED AS DESCRIBED.
 DM2805
 DM2805                          STATION RECOVERY (2009)
 DM2805
 DM2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM2805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2805'THE MARK IS 3.0 MILES NORTH OF HOLYOKE, 1.95 MILES NORTHEAST ALONG
 DM2805'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2805'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 322.4, 48.5 FEET
 DM2805'SOUTHEAST OF TRUNK HIGHWAY 23, 29.1 FEET NORTHEAST OF ENTRANCE NUMBER
 DM2805'3820, 2.3 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5906 ***********************************************************************
 DM5906  DESIGNATION -  0901 K
 DM5906  PID         -  DM5906
 DM5906  STATE/COUNTY-  MN/CARLTON
 DM5906  COUNTRY     -  US
 DM5906  USGS QUAD   -  WRENSHALL (1975)
 DM5906
 DM5906                         *CURRENT SURVEY CONTROL
 DM5906  ______________________________________________________________________
 DM5906* NAD 83(1986) POSITION- 46 30 28.     (N) 092 24 00.     (W)   SCALED    
 DM5906* NAVD 88 ORTHO HEIGHT -   278.831  (meters)     914.80  (feet) ADJUSTED  
 DM5906  ______________________________________________________________________
 DM5906  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DM5906  DYNAMIC HEIGHT  -        278.846 (meters)      914.85  (feet) COMP
 DM5906  MODELED GRAVITY -    980,660.3   (mgal)                       NAVD 88
 DM5906
 DM5906  VERT ORDER      -  SECOND    CLASS I
 DM5906
 DM5906.The horizontal coordinates were scaled from a topographic map and have
 DM5906.an estimated accuracy of +/- 6 seconds.
 DM5906.
 DM5906.The orthometric height was determined by differential leveling and
 DM5906.adjusted in January 2012.
 DM5906
 DM5906.The dynamic height is computed by dividing the NAVD 88
 DM5906.geopotential number by the normal gravity value computed on the
 DM5906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5906.degrees latitude (g = 980.6199 gals.).
 DM5906
 DM5906.The modeled gravity was interpolated from observed gravity values.
 DM5906
 DM5906;                    North         East    Units  Estimated Accuracy
 DM5906;SPC MN C     -   269,240.      941,970.      MT  (+/- 180 meters Scaled)
 DM5906
 DM5906                          SUPERSEDED SURVEY CONTROL
 DM5906
 DM5906.No superseded survey control is available for this station.
 DM5906
 DM5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM460506(NAD 83)
 DM5906
 DM5906_MARKER: DD = SURVEY DISK
 DM5906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5906_STAMPING: 0901 K 2007
 DM5906_MARK LOGO: MNDT  
 DM5906_PROJECTION: FLUSH
 DM5906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5906+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5906_ROD/PIPE-DEPTH: 85.3 meters
 DM5906
 DM5906  HISTORY     - Date     Condition        Report By
 DM5906  HISTORY     - 2007     MONUMENTED       MNDT
 DM5906  HISTORY     - 20090518 GOOD             MNDT
 DM5906
 DM5906                          STATION DESCRIPTION
 DM5906
 DM5906'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5906'THE MARK IS 3.5 MI (5.6 KM) NORTH OF HOLYOKE.
 DM5906' 
 DM5906'2.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5906'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5906'POINT 323.2.
 DM5906' 
 DM5906'IT IS 33 FT (10.1 M) SOUTHEAST OF TRUNK HIGHWAY 23, 10.5 FT (3.2 M)
 DM5906'NORTHEAST OF ENTRANCE, 2.5 FT (0.8 M) SOUTHWEST OF A WITNESS POST.
 DM5906
 DM5906                          STATION RECOVERY (2009)
 DM5906
 DM5906'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DM5906'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5908 ***********************************************************************
 DM5908  DESIGNATION -  0901 L
 DM5908  PID         -  DM5908
 DM5908  STATE/COUNTY-  MN/CARLTON
 DM5908  COUNTRY     -  US
 DM5908  USGS QUAD   -  WRENSHALL (1975)
 DM5908
 DM5908                         *CURRENT SURVEY CONTROL
 DM5908  ______________________________________________________________________
 DM5908* NAD 83(1986) POSITION- 46 31 04.     (N) 092 23 22.     (W)   SCALED    
 DM5908* NAVD 88 ORTHO HEIGHT -   238.808  (meters)     783.49  (feet) ADJUSTED  
 DM5908  ______________________________________________________________________
 DM5908  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DM5908  DYNAMIC HEIGHT  -        238.821 (meters)      783.53  (feet) COMP
 DM5908  MODELED GRAVITY -    980,662.7   (mgal)                       NAVD 88
 DM5908
 DM5908  VERT ORDER      -  SECOND    CLASS I
 DM5908
 DM5908.The horizontal coordinates were scaled from a topographic map and have
 DM5908.an estimated accuracy of +/- 6 seconds.
 DM5908.
 DM5908.The orthometric height was determined by differential leveling and
 DM5908.adjusted in January 2012.
 DM5908
 DM5908.The dynamic height is computed by dividing the NAVD 88
 DM5908.geopotential number by the normal gravity value computed on the
 DM5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5908.degrees latitude (g = 980.6199 gals.).
 DM5908
 DM5908.The modeled gravity was interpolated from observed gravity values.
 DM5908
 DM5908;                    North         East    Units  Estimated Accuracy
 DM5908;SPC MN C     -   270,370.      942,750.      MT  (+/- 180 meters Scaled)
 DM5908
 DM5908                          SUPERSEDED SURVEY CONTROL
 DM5908
 DM5908.No superseded survey control is available for this station.
 DM5908
 DM5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM468517(NAD 83)
 DM5908
 DM5908_MARKER: DB = BENCH MARK DISK
 DM5908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5908_SP_SET: BRIDGE GUARDRAIL
 DM5908_STAMPING: 0901 L 2007
 DM5908_MARK LOGO: MNDT  
 DM5908_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5908_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5908+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5908
 DM5908  HISTORY     - Date     Condition        Report By
 DM5908  HISTORY     - 1975     MONUMENTED       MNDT
 DM5908  HISTORY     - 2007071  GOOD             MNDT
 DM5908  HISTORY     - 20090518 GOOD             MNDT
 DM5908
 DM5908                          STATION DESCRIPTION
 DM5908
 DM5908'DESCRIBED BY MN DEPT OF TRANSP 2007 (JBG)
 DM5908'THE MARK IS 4.0 MI (6.4 KM) NORTH OF HOLYOKE.
 DM5908' 
 DM5908'3.6 MI NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5908'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5908'POINT 324.1, IN RAIL IN THE NORTHWEST CORNER OF TRUNK HIGHWAY 23
 DM5908'BRIDGE NUMBER 5554 OVER NEMADJI RIVER.
 DM5908' 
 DM5908'IT IS 16.3 FT (5.0 M) WEST OF TRUNK HIGHWAY 23.
 DM5908' 
 DM5908'NOTE-DISK SET IN BRIDGE WHEN REMODELED IN 1975 THEN STAMPED WHEN
 DM5908'LEVELED IN 2007 DURING SURVEY.
 DM5908
 DM5908                          STATION RECOVERY (2009)
 DM5908
 DM5908'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DM5908'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2806 ***********************************************************************
 DM2806  DESIGNATION -  0901 M
 DM2806  PID         -  DM2806
 DM2806  STATE/COUNTY-  MN/CARLTON
 DM2806  COUNTRY     -  US
 DM2806  USGS QUAD   -  WRENSHALL (1975)
 DM2806
 DM2806                         *CURRENT SURVEY CONTROL
 DM2806  ______________________________________________________________________
 DM2806* NAD 83(2007) POSITION- 46 31 49.36090(N) 092 23 04.31187(W)   ADJUSTED  
 DM2806* NAD 83(2007) ELLIP HT-   249.708 (meters)        (08/26/10)   ADJUSTED
 DM2806* NAD 83(2007) EPOCH   -  2002.00
 DM2806* NAVD 88 ORTHO HEIGHT -   277.732  (meters)     911.19  (feet) ADJUSTED  
 DM2806  ______________________________________________________________________
 DM2806  NAD 83(2007) X  -   -182,895.162 (meters)                     COMP
 DM2806  NAD 83(2007) Y  - -4,392,087.891 (meters)                     COMP
 DM2806  NAD 83(2007) Z  -  4,606,185.451 (meters)                     COMP
 DM2806  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC09
 DM2806  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DM2806  DYNAMIC HEIGHT  -        277.748 (meters)      911.24  (feet) COMP
 DM2806  MODELED GRAVITY -    980,665.2   (mgal)                       NAVD 88
 DM2806
 DM2806  HORZ ORDER      -  FIRST
 DM2806  VERT ORDER      -  SECOND    CLASS I
 DM2806  ELLP ORDER      -  THIRD     CLASS I
 DM2806
 DM2806.The horizontal coordinates were established by GPS observations
 DM2806.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2806
 DM2806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2806.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2806
 DM2806.The horizontal coordinates are valid at the epoch date displayed above
 DM2806.which is a decimal equivalence of Year/Month/Day.
 DM2806
 DM2806.The orthometric height was determined by differential leveling and
 DM2806.adjusted in January 2012.
 DM2806
 DM2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2806
 DM2806.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2806
 DM2806.The ellipsoidal height was determined by GPS observations
 DM2806.and is referenced to NAD 83.
 DM2806
 DM2806.The dynamic height is computed by dividing the NAVD 88
 DM2806.geopotential number by the normal gravity value computed on the
 DM2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2806.degrees latitude (g = 980.6199 gals.).
 DM2806
 DM2806.The modeled gravity was interpolated from observed gravity values.
 DM2806
 DM2806. The following values were computed from the NAD 83(2007) position.
 DM2806
 DM2806;                    North         East     Units Scale Factor Converg.
 DM2806;SPC MN C     -   271,781.788   943,094.901   MT  0.99992783   +1 20 58.0
 DM2806;SPC MN C     -   891,670.75  3,094,137.19   sFT  0.99992783   +1 20 58.0
 DM2806;UTM  15      - 5,153,162.859   547,199.737   MT  0.99962738   +0 26 48.0
 DM2806
 DM2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2806!SPC MN C     -   0.99996086  x   0.99992783  =   0.99988869
 DM2806!UTM  15      -   0.99996086  x   0.99962738  =   0.99958825
 DM2806
 DM2806:                Primary Azimuth Mark                     Grid Az
 DM2806:SPC MN C     -  WHEELIE                                  210 46 36.9
 DM2806:UTM  15      -  WHEELIE                                  211 40 46.9
 DM2806
 DM2806|---------------------------------------------------------------------|
 DM2806| PID    Reference Object                     Distance      Geod. Az  |
 DM2806|                                                           dddmmss.s |
 DM2806| DM2831 WHEELIE                             401.625 METERS 2120734.9 |
 DM2806|---------------------------------------------------------------------|
 DM2806
 DM2806                          SUPERSEDED SURVEY CONTROL
 DM2806
 DM2806  NAVD 88 (08/26/10)  277.73   (m)          911.2    (f) LEVELING    3  
 DM2806
 DM2806.Superseded values are not recommended for survey control.
 DM2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2806.See file dsdata.txt to determine how the superseded data were derived.
 DM2806
 DM2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4719953162(NAD 83)
 DM2806
 DM2806_MARKER: DD = SURVEY DISK
 DM2806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2806_STAMPING: 0901 M 2007
 DM2806_MARK LOGO: MNDT  
 DM2806_PROJECTION: RECESSED 3 CENTIMETERS
 DM2806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2806+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2806_ROD/PIPE-DEPTH:  4.6 meters
 DM2806
 DM2806  HISTORY     - Date     Condition        Report By
 DM2806  HISTORY     - 20070801 MONUMENTED       MNDT
 DM2806  HISTORY     - 20090518 GOOD             MNDT
 DM2806
 DM2806                          STATION DESCRIPTION
 DM2806
 DM2806'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2806'THE MARK IS 4.5 MILES NORTHEAST OF HOLYOKE, 4.5 MILES NORTHEAST ALONG
 DM2806'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2806'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 325.0, 59.9 FEET
 DM2806'NORTHWEST OF TRUNK HIGHWAY 23, 65 FEET NORTHEAST OF COUNTY ROAD 1, 2.3
 DM2806'FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5909 ***********************************************************************
 DM5909  DESIGNATION -  0901 N
 DM5909  PID         -  DM5909
 DM5909  STATE/COUNTY-  MN/CARLTON
 DM5909  COUNTRY     -  US
 DM5909  USGS QUAD   -  FROGNER (1981)
 DM5909
 DM5909                         *CURRENT SURVEY CONTROL
 DM5909  ______________________________________________________________________
 DM5909* NAD 83(1986) POSITION- 46 32 15.     (N) 092 22 01.     (W)   SCALED    
 DM5909* NAVD 88 ORTHO HEIGHT -   275.818  (meters)     904.91  (feet) ADJUSTED  
 DM5909  ______________________________________________________________________
 DM5909  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 DM5909  DYNAMIC HEIGHT  -        275.834 (meters)      904.97  (feet) COMP
 DM5909  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 DM5909
 DM5909  VERT ORDER      -  SECOND    CLASS I
 DM5909
 DM5909.The horizontal coordinates were scaled from a topographic map and have
 DM5909.an estimated accuracy of +/- 6 seconds.
 DM5909.
 DM5909.The orthometric height was determined by differential leveling and
 DM5909.adjusted in January 2012.
 DM5909
 DM5909.The dynamic height is computed by dividing the NAVD 88
 DM5909.geopotential number by the normal gravity value computed on the
 DM5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5909.degrees latitude (g = 980.6199 gals.).
 DM5909
 DM5909.The modeled gravity was interpolated from observed gravity values.
 DM5909
 DM5909;                    North         East    Units  Estimated Accuracy
 DM5909;SPC MN C     -   272,610.      944,430.      MT  (+/- 180 meters Scaled)
 DM5909
 DM5909                          SUPERSEDED SURVEY CONTROL
 DM5909
 DM5909.No superseded survey control is available for this station.
 DM5909
 DM5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM485539(NAD 83)
 DM5909
 DM5909_MARKER: DD = SURVEY DISK
 DM5909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5909_STAMPING: 0901 N 2007
 DM5909_MARK LOGO: MNDT  
 DM5909_PROJECTION: FLUSH
 DM5909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5909+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5909_ROD/PIPE-DEPTH:  7.6 meters
 DM5909
 DM5909  HISTORY     - Date     Condition        Report By
 DM5909  HISTORY     - 2007     MONUMENTED       MNDT
 DM5909  HISTORY     - 20090518 GOOD             MNDT
 DM5909
 DM5909                          STATION DESCRIPTION
 DM5909
 DM5909'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5909'THE MARK IS 5.5 MI (8.8 KM) NORTHEAST OF HOLYOKE.
 DM5909' 
 DM5909'5.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5909'HIGWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILE
 DM5909'POINT 326.0.
 DM5909' 
 DM5909'IT IS 54.8 FT (16.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 72.6 FT (22.1 M)
 DM5909'NORTHEAST OF MILE POINT 326, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS
 DM5909'POST.
 DM5909
 DM5909                          STATION RECOVERY (2009)
 DM5909
 DM5909'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DM5909'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5910 ***********************************************************************
 DM5910  DESIGNATION -  0901 P
 DM5910  PID         -  DM5910
 DM5910  STATE/COUNTY-  MN/CARLTON
 DM5910  COUNTRY     -  US
 DM5910  USGS QUAD   -  FROGNER (1981)
 DM5910
 DM5910                         *CURRENT SURVEY CONTROL
 DM5910  ______________________________________________________________________
 DM5910* NAD 83(1986) POSITION- 46 32 58.     (N) 092 21 19.     (W)   SCALED    
 DM5910* NAVD 88 ORTHO HEIGHT -   279.842  (meters)     918.12  (feet) ADJUSTED  
 DM5910  ______________________________________________________________________
 DM5910  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DM5910  DYNAMIC HEIGHT  -        279.859 (meters)      918.17  (feet) COMP
 DM5910  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DM5910
 DM5910  VERT ORDER      -  SECOND    CLASS I
 DM5910
 DM5910.The horizontal coordinates were scaled from a topographic map and have
 DM5910.an estimated accuracy of +/- 6 seconds.
 DM5910.
 DM5910.The orthometric height was determined by differential leveling and
 DM5910.adjusted in January 2012.
 DM5910
 DM5910.The dynamic height is computed by dividing the NAVD 88
 DM5910.geopotential number by the normal gravity value computed on the
 DM5910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5910.degrees latitude (g = 980.6199 gals.).
 DM5910
 DM5910.The modeled gravity was interpolated from observed gravity values.
 DM5910
 DM5910;                    North         East    Units  Estimated Accuracy
 DM5910;SPC MN C     -   273,950.      945,290.      MT  (+/- 180 meters Scaled)
 DM5910
 DM5910                          SUPERSEDED SURVEY CONTROL
 DM5910
 DM5910.No superseded survey control is available for this station.
 DM5910
 DM5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM494552(NAD 83)
 DM5910
 DM5910_MARKER: DD = SURVEY DISK
 DM5910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5910_STAMPING: 0901 P 2007
 DM5910_MARK LOGO: MNDT  
 DM5910_PROJECTION: FLUSH
 DM5910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5910+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5910_ROD/PIPE-DEPTH:  6.1 meters
 DM5910
 DM5910  HISTORY     - Date     Condition        Report By
 DM5910  HISTORY     - 2007     MONUMENTED       MNDT
 DM5910
 DM5910                          STATION DESCRIPTION
 DM5910
 DM5910'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5910'THE MARK IS 6.5 MI (10.5 KM) NORTHEAST OF HOLYOKE.
 DM5910' 
 DM5910'6.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5910'HIGHWAY 23 AND COUNTY ROAD 8 NEAR HOLYOKE.AT TRUNK HIGHWAY 23 MILE
 DM5910'POINT 327.0.
 DM5910' 
 DM5910'IT IS 69.1 FT (21.1 M) SOUTHEAST OF TRUNK HIGHWAY 23, 16.5 FT (5.0 M)
 DM5910'NORTHEAST OF DRIVEWAY NUMBER 3072, 73.6 FT (22.4 M) NORTHEAST OF MILE
 DM5910'POINT 327, 1.7 FT (0.5 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2807 ***********************************************************************
 DM2807  DESIGNATION -  0901 Q
 DM2807  PID         -  DM2807
 DM2807  STATE/COUNTY-  MN/CARLTON
 DM2807  COUNTRY     -  US
 DM2807  USGS QUAD   -  FROGNER (1981)
 DM2807
 DM2807                         *CURRENT SURVEY CONTROL
 DM2807  ______________________________________________________________________
 DM2807* NAD 83(2007) POSITION- 46 33 45.39736(N) 092 20 51.22771(W)   ADJUSTED  
 DM2807* NAD 83(2007) ELLIP HT-   249.273 (meters)        (08/26/10)   ADJUSTED
 DM2807* NAD 83(2007) EPOCH   -  2002.00
 DM2807* NAVD 88 ORTHO HEIGHT -   277.348  (meters)     909.93  (feet) ADJUSTED  
 DM2807  ______________________________________________________________________
 DM2807  NAD 83(2007) X  -   -179,954.747 (meters)                     COMP
 DM2807  NAD 83(2007) Y  - -4,389,605.740 (meters)                     COMP
 DM2807  NAD 83(2007) Z  -  4,608,649.505 (meters)                     COMP
 DM2807  LAPLACE CORR    -          1.06  (seconds)                    DEFLEC09
 DM2807  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DM2807  DYNAMIC HEIGHT  -        277.366 (meters)      909.99  (feet) COMP
 DM2807  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 DM2807
 DM2807  HORZ ORDER      -  FIRST
 DM2807  VERT ORDER      -  SECOND    CLASS I
 DM2807  ELLP ORDER      -  THIRD     CLASS I
 DM2807
 DM2807.The horizontal coordinates were established by GPS observations
 DM2807.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2807
 DM2807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2807.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2807
 DM2807.The horizontal coordinates are valid at the epoch date displayed above
 DM2807.which is a decimal equivalence of Year/Month/Day.
 DM2807
 DM2807.The orthometric height was determined by differential leveling and
 DM2807.adjusted in January 2012.
 DM2807
 DM2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2807
 DM2807.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2807
 DM2807.The ellipsoidal height was determined by GPS observations
 DM2807.and is referenced to NAD 83.
 DM2807
 DM2807.The dynamic height is computed by dividing the NAVD 88
 DM2807.geopotential number by the normal gravity value computed on the
 DM2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2807.degrees latitude (g = 980.6199 gals.).
 DM2807
 DM2807.The modeled gravity was interpolated from observed gravity values.
 DM2807
 DM2807. The following values were computed from the NAD 83(2007) position.
 DM2807
 DM2807;                    North         East     Units Scale Factor Converg.
 DM2807;SPC MN C     -   275,430.961   945,844.012   MT  0.99992990   +1 22 34.3
 DM2807;SPC MN C     -   903,643.08  3,103,156.56   sFT  0.99992990   +1 22 34.3
 DM2807;UTM  15      - 5,156,767.192   550,005.151   MT  0.99963074   +0 28 25.5
 DM2807
 DM2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2807!SPC MN C     -   0.99996093  x   0.99992990  =   0.99989083
 DM2807!UTM  15      -   0.99996093  x   0.99963074  =   0.99959168
 DM2807
 DM2807:                Primary Azimuth Mark                     Grid Az
 DM2807:SPC MN C     -  0901 R                                   018 11 40.5
 DM2807:UTM  15      -  0901 R                                   019 05 49.3
 DM2807
 DM2807|---------------------------------------------------------------------|
 DM2807| PID    Reference Object                     Distance      Geod. Az  |
 DM2807|                                                           dddmmss.s |
 DM2807| DM2808 0901 R                              APPROX. 1.6 KM 0193414.8 |
 DM2807|---------------------------------------------------------------------|
 DM2807
 DM2807                          SUPERSEDED SURVEY CONTROL
 DM2807
 DM2807  NAVD 88 (08/26/10)  277.34   (m)          909.9    (f) LEVELING    3  
 DM2807
 DM2807.Superseded values are not recommended for survey control.
 DM2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2807.See file dsdata.txt to determine how the superseded data were derived.
 DM2807
 DM2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5000556767(NAD 83)
 DM2807
 DM2807_MARKER: DD = SURVEY DISK
 DM2807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2807_STAMPING: 0901 Q 2007
 DM2807_MARK LOGO: MNDT  
 DM2807_PROJECTION: RECESSED 5 CENTIMETERS
 DM2807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2807+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2807_ROD/PIPE-DEPTH:  6.1 meters
 DM2807
 DM2807  HISTORY     - Date     Condition        Report By
 DM2807  HISTORY     - 20070802 MONUMENTED       MNDT
 DM2807  HISTORY     - 20090518 GOOD             MNDT
 DM2807
 DM2807                          STATION DESCRIPTION
 DM2807
 DM2807'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2807'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2807'THE MARK IS 7.5 MILES NORTHEAST OF HOLYOKE, 7.5 MILES NORTHEAST ALONG
 DM2807'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2807'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 328.0, 28.5 FEET
 DM2807'SOUTHEAST OF TRUNK HIGHWAY 23, 82.7 FEET SOUTH OF MILEPOST 328, 1.5
 DM2807'FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2808 ***********************************************************************
 DM2808  DESIGNATION -  0901 R
 DM2808  PID         -  DM2808
 DM2808  STATE/COUNTY-  MN/CARLTON
 DM2808  COUNTRY     -  US
 DM2808  USGS QUAD   -  FROGNER (1981)
 DM2808
 DM2808                         *CURRENT SURVEY CONTROL
 DM2808  ______________________________________________________________________
 DM2808* NAD 83(2007) POSITION- 46 34 35.02208(N) 092 20 25.64342(W)   ADJUSTED  
 DM2808* NAD 83(2007) ELLIP HT-   258.003 (meters)        (08/26/10)   ADJUSTED
 DM2808* NAD 83(2007) EPOCH   -  2002.00
 DM2808* NAVD 88 ORTHO HEIGHT -   286.110  (meters)     938.68  (feet) ADJUSTED  
 DM2808  ______________________________________________________________________
 DM2808  NAD 83(2007) X  -   -179,365.075 (meters)                     COMP
 DM2808  NAD 83(2007) Y  - -4,388,522.112 (meters)                     COMP
 DM2808  NAD 83(2007) Z  -  4,609,709.327 (meters)                     COMP
 DM2808  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC09
 DM2808  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DM2808  DYNAMIC HEIGHT  -        286.129 (meters)      938.74  (feet) COMP
 DM2808  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DM2808
 DM2808  HORZ ORDER      -  FIRST
 DM2808  VERT ORDER      -  SECOND    CLASS I
 DM2808  ELLP ORDER      -  THIRD     CLASS I
 DM2808
 DM2808.The horizontal coordinates were established by GPS observations
 DM2808.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2808
 DM2808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2808.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2808
 DM2808.The horizontal coordinates are valid at the epoch date displayed above
 DM2808.which is a decimal equivalence of Year/Month/Day.
 DM2808
 DM2808.The orthometric height was determined by differential leveling and
 DM2808.adjusted in January 2012.
 DM2808
 DM2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2808
 DM2808.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2808
 DM2808.The ellipsoidal height was determined by GPS observations
 DM2808.and is referenced to NAD 83.
 DM2808
 DM2808.The dynamic height is computed by dividing the NAVD 88
 DM2808.geopotential number by the normal gravity value computed on the
 DM2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2808.degrees latitude (g = 980.6199 gals.).
 DM2808
 DM2808.The modeled gravity was interpolated from observed gravity values.
 DM2808
 DM2808. The following values were computed from the NAD 83(2007) position.
 DM2808
 DM2808;                    North         East     Units Scale Factor Converg.
 DM2808;SPC MN C     -   276,975.854   946,351.785   MT  0.99993089   +1 22 52.8
 DM2808;SPC MN C     -   908,711.61  3,104,822.48   sFT  0.99993089   +1 22 52.8
 DM2808;UTM  15      - 5,158,303.437   550,537.032   MT  0.99963139   +0 28 44.5
 DM2808
 DM2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2808!SPC MN C     -   0.99995956  x   0.99993089  =   0.99989045
 DM2808!UTM  15      -   0.99995956  x   0.99963139  =   0.99959096
 DM2808
 DM2808:                Primary Azimuth Mark                     Grid Az
 DM2808:SPC MN C     -  0901 Q                                   198 11 40.5
 DM2808:UTM  15      -  0901 Q                                   199 05 48.8
 DM2808
 DM2808|---------------------------------------------------------------------|
 DM2808| PID    Reference Object                     Distance      Geod. Az  |
 DM2808|                                                           dddmmss.s |
 DM2808| DM2807 0901 Q                              APPROX. 1.6 KM 1993433.3 |
 DM2808|---------------------------------------------------------------------|
 DM2808
 DM2808                          SUPERSEDED SURVEY CONTROL
 DM2808
 DM2808  NAVD 88 (08/26/10)  286.11   (m)          938.7    (f) LEVELING    3  
 DM2808
 DM2808.Superseded values are not recommended for survey control.
 DM2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2808.See file dsdata.txt to determine how the superseded data were derived.
 DM2808
 DM2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5053758303(NAD 83)
 DM2808
 DM2808_MARKER: DD = SURVEY DISK
 DM2808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2808_STAMPING: 0901 R 2007
 DM2808_MARK LOGO: MNDT  
 DM2808_PROJECTION: FLUSH
 DM2808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2808+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2808_ROD/PIPE-DEPTH:  4.6 meters
 DM2808
 DM2808  HISTORY     - Date     Condition        Report By
 DM2808  HISTORY     - 20070802 MONUMENTED       MNDT
 DM2808  HISTORY     - 20090518 GOOD             MNDT
 DM2808
 DM2808                          STATION DESCRIPTION
 DM2808
 DM2808'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2808'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2808'THE MARK IS 8.5 MILES NORTHEAST OF HOLYOKE, 8.5 MILES NORTHEAST ALONG
 DM2808'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM2808'8 NEAR HOLYOKE, AT TRUNK HIGHWAY 23 MILEPOINT 329.0, 100.6 FEET
 DM2808'SOUTHEAST OF TRUNK HIGHWAY 23, 28 FEET SOUTH OF BARKER ROAD, 8.1 FEET
 DM2808'SOUTHWEST OF POWER POLE, 3.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5911 ***********************************************************************
 DM5911  DESIGNATION -  0901 S
 DM5911  PID         -  DM5911
 DM5911  STATE/COUNTY-  MN/CARLTON
 DM5911  COUNTRY     -  US
 DM5911  USGS QUAD   -  FROGNER (1981)
 DM5911
 DM5911                         *CURRENT SURVEY CONTROL
 DM5911  ______________________________________________________________________
 DM5911* NAD 83(1986) POSITION- 46 35 23.     (N) 092 20 07.     (W)   SCALED    
 DM5911* NAVD 88 ORTHO HEIGHT -   282.619  (meters)     927.23  (feet) ADJUSTED  
 DM5911  ______________________________________________________________________
 DM5911  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DM5911  DYNAMIC HEIGHT  -        282.639 (meters)      927.29  (feet) COMP
 DM5911  MODELED GRAVITY -    980,676.3   (mgal)                       NAVD 88
 DM5911
 DM5911  VERT ORDER      -  SECOND    CLASS I
 DM5911
 DM5911.The horizontal coordinates were scaled from a topographic map and have
 DM5911.an estimated accuracy of +/- 6 seconds.
 DM5911.
 DM5911.The orthometric height was determined by differential leveling and
 DM5911.adjusted in January 2012.
 DM5911
 DM5911.The dynamic height is computed by dividing the NAVD 88
 DM5911.geopotential number by the normal gravity value computed on the
 DM5911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5911.degrees latitude (g = 980.6199 gals.).
 DM5911
 DM5911.The modeled gravity was interpolated from observed gravity values.
 DM5911
 DM5911;                    North         East    Units  Estimated Accuracy
 DM5911;SPC MN C     -   278,470.      946,710.      MT  (+/- 180 meters Scaled)
 DM5911
 DM5911                          SUPERSEDED SURVEY CONTROL
 DM5911
 DM5911.No superseded survey control is available for this station.
 DM5911
 DM5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM509597(NAD 83)
 DM5911
 DM5911_MARKER: DD = SURVEY DISK
 DM5911_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5911_STAMPING: 0901 S 2007
 DM5911_MARK LOGO: MNDT  
 DM5911_PROJECTION: RECESSED 5 CENTIMETERS
 DM5911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5911+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5911_ROD/PIPE-DEPTH: 15.2 meters
 DM5911
 DM5911  HISTORY     - Date     Condition        Report By
 DM5911  HISTORY     - 2007     MONUMENTED       MNDT
 DM5911
 DM5911                          STATION DESCRIPTION
 DM5911
 DM5911'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5911'THE MARK IS 3.0 MI (4.8 KM) SOUTHEAST OF WRENSHALL.
 DM5911' 
 DM5911'0.45 MILE SOUTH ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5911'HIGHWAY 23 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 330.
 DM5911' 
 DM5911'IT IS 48.3 FT (14.7 M) EAST OF TRUNK HIGHWAY 23, 69 FT (21.0 M)
 DM5911'SOUTHEAST OF MILE POINT 330, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2809 ***********************************************************************
 DM2809  DESIGNATION -  0901 T
 DM2809  PID         -  DM2809
 DM2809  STATE/COUNTY-  MN/CARLTON
 DM2809  COUNTRY     -  US
 DM2809  USGS QUAD   -  FROGNER (1981)
 DM2809
 DM2809                         *CURRENT SURVEY CONTROL
 DM2809  ______________________________________________________________________
 DM2809* NAD 83(2007) POSITION- 46 36 13.92950(N) 092 20 03.28246(W)   ADJUSTED  
 DM2809* NAD 83(2007) ELLIP HT-   277.797 (meters)        (08/26/10)   ADJUSTED
 DM2809* NAD 83(2007) EPOCH   -  2002.00
 DM2809* NAVD 88 ORTHO HEIGHT -   305.953  (meters)    1003.78  (feet) ADJUSTED  
 DM2809  ______________________________________________________________________
 DM2809  NAD 83(2007) X  -   -178,799.504 (meters)                     COMP
 DM2809  NAD 83(2007) Y  - -4,386,338.186 (meters)                     COMP
 DM2809  NAD 83(2007) Z  -  4,611,822.625 (meters)                     COMP
 DM2809  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC09
 DM2809  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 DM2809  DYNAMIC HEIGHT  -        305.975 (meters)     1003.85  (feet) COMP
 DM2809  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 DM2809
 DM2809  HORZ ORDER      -  FIRST
 DM2809  VERT ORDER      -  SECOND    CLASS I
 DM2809  ELLP ORDER      -  THIRD     CLASS I
 DM2809
 DM2809.The horizontal coordinates were established by GPS observations
 DM2809.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2809
 DM2809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2809.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2809
 DM2809.The horizontal coordinates are valid at the epoch date displayed above
 DM2809.which is a decimal equivalence of Year/Month/Day.
 DM2809
 DM2809.The orthometric height was determined by differential leveling and
 DM2809.adjusted in January 2012.
 DM2809
 DM2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2809
 DM2809.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2809
 DM2809.The ellipsoidal height was determined by GPS observations
 DM2809.and is referenced to NAD 83.
 DM2809
 DM2809.The dynamic height is computed by dividing the NAVD 88
 DM2809.geopotential number by the normal gravity value computed on the
 DM2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2809.degrees latitude (g = 980.6199 gals.).
 DM2809
 DM2809.The modeled gravity was interpolated from observed gravity values.
 DM2809
 DM2809. The following values were computed from the NAD 83(2007) position.
 DM2809
 DM2809;                    North         East     Units Scale Factor Converg.
 DM2809;SPC MN C     -   280,040.369   946,753.888   MT  0.99993302   +1 23 09.0
 DM2809;SPC MN C     -   918,765.78  3,106,141.71   sFT  0.99993302   +1 23 09.0
 DM2809;UTM  15      - 5,161,360.322   550,987.202   MT  0.99963195   +0 29 01.5
 DM2809
 DM2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2809!SPC MN C     -   0.99995646  x   0.99993302  =   0.99988948
 DM2809!UTM  15      -   0.99995646  x   0.99963195  =   0.99958842
 DM2809
 DM2809                          SUPERSEDED SURVEY CONTROL
 DM2809
 DM2809  NAVD 88 (08/26/10)  305.95   (m)         1003.8    (f) LEVELING    3  
 DM2809
 DM2809.Superseded values are not recommended for survey control.
 DM2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2809.See file dsdata.txt to determine how the superseded data were derived.
 DM2809
 DM2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5098761360(NAD 83)
 DM2809
 DM2809_MARKER: DD = SURVEY DISK
 DM2809_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2809_STAMPING: 0901 T 2007
 DM2809_MARK LOGO: MNDT  
 DM2809_PROJECTION: RECESSED 3 CENTIMETERS
 DM2809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2809+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2809_ROD/PIPE-DEPTH: 15.2 meters
 DM2809
 DM2809  HISTORY     - Date     Condition        Report By
 DM2809  HISTORY     - 20070802 MONUMENTED       MNDT
 DM2809  HISTORY     - 20090518 GOOD             MNDT
 DM2809
 DM2809                          STATION DESCRIPTION
 DM2809
 DM2809'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM2809'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2809'THE MARK IS 2.5 MILES SOUTHWEST OF WRENSHALL, 0.55 MILE NORTHEAST
 DM2809'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2809'COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILEPOINT 331.0, 30.2 FEET
 DM2809'NORTHWEST OF TRUNK HIGHWAY 23, 13.8 FEET NORTH OF ENTRANCE, 3.7 FEET
 DM2809'SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5623 ***********************************************************************
 DM5623  DESIGNATION -  0901 U
 DM5623  PID         -  DM5623
 DM5623  STATE/COUNTY-  MN/CARLTON
 DM5623  COUNTRY     -  US
 DM5623  USGS QUAD   -  FROGNER (1981)
 DM5623
 DM5623                         *CURRENT SURVEY CONTROL
 DM5623  ______________________________________________________________________
 DM5623* NAD 83(1986) POSITION- 46 37 03.     (N) 092 19 39.     (W)   SCALED    
 DM5623* NAVD 88 ORTHO HEIGHT -   305.359  (meters)    1001.83  (feet) ADJUSTED  
 DM5623  ______________________________________________________________________
 DM5623  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 DM5623  DYNAMIC HEIGHT  -        305.382 (meters)     1001.91  (feet) COMP
 DM5623  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 DM5623
 DM5623  VERT ORDER      -  SECOND    CLASS I
 DM5623
 DM5623.The horizontal coordinates were scaled from a topographic map and have
 DM5623.an estimated accuracy of +/- 6 seconds.
 DM5623.
 DM5623.The orthometric height was determined by differential leveling and
 DM5623.adjusted in January 2012.
 DM5623
 DM5623.The dynamic height is computed by dividing the NAVD 88
 DM5623.geopotential number by the normal gravity value computed on the
 DM5623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5623.degrees latitude (g = 980.6199 gals.).
 DM5623
 DM5623.The modeled gravity was interpolated from observed gravity values.
 DM5623
 DM5623;                    North         East    Units  Estimated Accuracy
 DM5623;SPC MN C     -   281,570.      947,230.      MT  (+/- 180 meters Scaled)
 DM5623
 DM5623                          SUPERSEDED SURVEY CONTROL
 DM5623
 DM5623.No superseded survey control is available for this station.
 DM5623
 DM5623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM514628(NAD 83)
 DM5623
 DM5623_MARKER: DD = SURVEY DISK
 DM5623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5623_STAMPING: 0901 U 2007
 DM5623_MARK LOGO: MNDT  
 DM5623_PROJECTION: RECESSED 5 CENTIMETERS
 DM5623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5623+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5623_ROD/PIPE-DEPTH: 10.7 meters
 DM5623
 DM5623  HISTORY     - Date     Condition        Report By
 DM5623  HISTORY     - 2007     MONUMENTED       MNDT
 DM5623  HISTORY     - 20090518 GOOD             MNDT
 DM5623
 DM5623                          STATION DESCRIPTION
 DM5623
 DM5623'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5623'THE MARK IS 2.7 MI (4.3 KM) EAST OF WRENSHALL, 1.55 MI (2.5 KM)
 DM5623'NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM5623'AND COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 332.
 DM5623' 
 DM5623'IT IS 48.9 FT (14.9 M) WEST OF TRUNK HIGHWAY 23, 77.5 FT (23.6 M) WEST
 DM5623'OF MILE POINT 332, 2.3 FT (0.7 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2810 ***********************************************************************
 DM2810  DESIGNATION -  0901 V
 DM2810  PID         -  DM2810
 DM2810  STATE/COUNTY-  MN/CARLTON
 DM2810  COUNTRY     -  US
 DM2810  USGS QUAD   -  ESKO (1993)
 DM2810
 DM2810                         *CURRENT SURVEY CONTROL
 DM2810  ______________________________________________________________________
 DM2810* NAD 83(2007) POSITION- 46 37 50.92491(N) 092 19 17.06231(W)   ADJUSTED  
 DM2810* NAD 83(2007) ELLIP HT-   274.059 (meters)        (08/26/10)   ADJUSTED
 DM2810* NAD 83(2007) EPOCH   -  2002.00
 DM2810* NAVD 88 ORTHO HEIGHT -   302.260  (meters)     991.66  (feet) ADJUSTED  
 DM2810  ______________________________________________________________________
 DM2810  NAD 83(2007) X  -   -177,728.324 (meters)                     COMP
 DM2810  NAD 83(2007) Y  - -4,384,200.486 (meters)                     COMP
 DM2810  NAD 83(2007) Z  -  4,613,877.230 (meters)                     COMP
 DM2810  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC09
 DM2810  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DM2810  DYNAMIC HEIGHT  -        302.283 (meters)      991.74  (feet) COMP
 DM2810  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 DM2810
 DM2810  HORZ ORDER      -  FIRST
 DM2810  VERT ORDER      -  SECOND    CLASS I
 DM2810  ELLP ORDER      -  THIRD     CLASS I
 DM2810
 DM2810.The horizontal coordinates were established by GPS observations
 DM2810.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2810
 DM2810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2810.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2810
 DM2810.The horizontal coordinates are valid at the epoch date displayed above
 DM2810.which is a decimal equivalence of Year/Month/Day.
 DM2810
 DM2810.The orthometric height was determined by differential leveling and
 DM2810.adjusted in January 2012.
 DM2810
 DM2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2810
 DM2810.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2810
 DM2810.The ellipsoidal height was determined by GPS observations
 DM2810.and is referenced to NAD 83.
 DM2810
 DM2810.The dynamic height is computed by dividing the NAVD 88
 DM2810.geopotential number by the normal gravity value computed on the
 DM2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2810.degrees latitude (g = 980.6199 gals.).
 DM2810
 DM2810.The modeled gravity was interpolated from observed gravity values.
 DM2810
 DM2810. The following values were computed from the NAD 83(2007) position.
 DM2810
 DM2810;                    North         East     Units Scale Factor Converg.
 DM2810;SPC MN C     -   283,058.245   947,664.287   MT  0.99993534   +1 23 42.4
 DM2810;SPC MN C     -   928,666.93  3,109,128.58   sFT  0.99993534   +1 23 42.4
 DM2810;UTM  15      - 5,164,362.588   551,944.704   MT  0.99963316   +0 29 35.9
 DM2810
 DM2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2810!SPC MN C     -   0.99995704  x   0.99993534  =   0.99989238
 DM2810!UTM  15      -   0.99995704  x   0.99963316  =   0.99959022
 DM2810
 DM2810|---------------------------------------------------------------------|
 DM2810| PID    Reference Object                     Distance      Geod. Az  |
 DM2810|                                                           dddmmss.s |
 DM2810| DM2822 HURAY                               324.619 METERS 18753     |
 DM2810|---------------------------------------------------------------------|
 DM2810
 DM2810                          SUPERSEDED SURVEY CONTROL
 DM2810
 DM2810  NAVD 88 (08/26/10)  302.26   (m)          991.7    (f) LEVELING    3  
 DM2810
 DM2810.Superseded values are not recommended for survey control.
 DM2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2810.See file dsdata.txt to determine how the superseded data were derived.
 DM2810
 DM2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5194464362(NAD 83)
 DM2810
 DM2810_MARKER: DD = SURVEY DISK
 DM2810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2810_STAMPING: 0901 V 2007
 DM2810_MARK LOGO: MNDT  
 DM2810_PROJECTION: FLUSH
 DM2810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2810+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM2810_ROD/PIPE-DEPTH:  7.6 meters
 DM2810
 DM2810  HISTORY     - Date     Condition        Report By
 DM2810  HISTORY     - 20070809 MONUMENTED       MNDT
 DM2810  HISTORY     - 20090316 GOOD             MNDT
 DM2810  HISTORY     - 20090518 GOOD             MNDT
 DM2810
 DM2810                          STATION DESCRIPTION
 DM2810
 DM2810'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DM2810'THE MARK IS 3.2 MI (5.1 KM) NORTHEAST OF WRENSHALL.
 DM2810' 
 DM2810'2.55 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM2810'HIGHWAY 23 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 333.
 DM2810' 
 DM2810'IT IS 32.2 FT (9.8 M) SOUTHEAST OF TRUNK HIGHWAY 23, 26.3 FT (8.0 M)
 DM2810'NORTH OF MILE POINT 333, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 DM2810
 DM2810                          STATION RECOVERY (2009)
 DM2810
 DM2810'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM2810'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2810'THE MARK IS 3.2 MILES NORTHEAST OF WRENSHALL, 2.55 MILES NORTHEAST
 DM2810'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND
 DM2810'COUNTY ROAD 4, AT TRUNK HIGHWAY 23 MILE POINT 333.0, 32.2 FEET
 DM2810'SOUTHEAST OF TRUNK HIGHWAY 23, 26.3 FEET NORTH OF MILE POST 333, 1.5
 DM2810'FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5624 ***********************************************************************
 DM5624  DESIGNATION -  0901 W
 DM5624  PID         -  DM5624
 DM5624  STATE/COUNTY-  MN/CARLTON
 DM5624  COUNTRY     -  US
 DM5624  USGS QUAD   -  ESKO (1993)
 DM5624
 DM5624                         *CURRENT SURVEY CONTROL
 DM5624  ______________________________________________________________________
 DM5624* NAD 83(1986) POSITION- 46 38 37.     (N) 092 18 41.     (W)   SCALED    
 DM5624* NAVD 88 ORTHO HEIGHT -   273.933  (meters)     898.73  (feet) ADJUSTED  
 DM5624  ______________________________________________________________________
 DM5624  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 DM5624  DYNAMIC HEIGHT  -        273.954 (meters)      898.80  (feet) COMP
 DM5624  MODELED GRAVITY -    980,684.9   (mgal)                       NAVD 88
 DM5624
 DM5624  VERT ORDER      -  SECOND    CLASS I
 DM5624
 DM5624.The horizontal coordinates were scaled from a topographic map and have
 DM5624.an estimated accuracy of +/- 6 seconds.
 DM5624.
 DM5624.The orthometric height was determined by differential leveling and
 DM5624.adjusted in January 2012.
 DM5624
 DM5624.The dynamic height is computed by dividing the NAVD 88
 DM5624.geopotential number by the normal gravity value computed on the
 DM5624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5624.degrees latitude (g = 980.6199 gals.).
 DM5624
 DM5624.The modeled gravity was interpolated from observed gravity values.
 DM5624
 DM5624;                    North         East    Units  Estimated Accuracy
 DM5624;SPC MN C     -   284,500.      948,400.      MT  (+/- 180 meters Scaled)
 DM5624
 DM5624                          SUPERSEDED SURVEY CONTROL
 DM5624
 DM5624.No superseded survey control is available for this station.
 DM5624
 DM5624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM526657(NAD 83)
 DM5624
 DM5624_MARKER: DD = SURVEY DISK
 DM5624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5624_STAMPING: 0901 W 2007
 DM5624_MARK LOGO: MNDT  
 DM5624_PROJECTION: FLUSH
 DM5624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5624+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DM5624_ROD/PIPE-DEPTH:  6.1 meters
 DM5624
 DM5624  HISTORY     - Date     Condition        Report By
 DM5624  HISTORY     - 2007     MONUMENTED       MNDT
 DM5624  HISTORY     - 20090518 GOOD             MNDT
 DM5624
 DM5624                          STATION DESCRIPTION
 DM5624
 DM5624'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5624'THE MARK IS 4.0 MI (6.4 KM) NORTHEAST OF WRENSHALL, 1.85 MI (3.0 KM)
 DM5624'NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM5624'AND COUNTY ROAD 18, AT TRUNK HIGHWAY 23 MILE POINT 334.
 DM5624' 
 DM5624'IT IS 50.8 FT (15.5 M) NORTHWEST OF TRUNK HIGHWAY 23, 1.5 FT (0.5 M)
 DM5624'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5912 ***********************************************************************
 DM5912  DESIGNATION -  0901 X
 DM5912  PID         -  DM5912
 DM5912  STATE/COUNTY-  MN/CARLTON
 DM5912  COUNTRY     -  US
 DM5912  USGS QUAD   -  ESKO (1993)
 DM5912
 DM5912                         *CURRENT SURVEY CONTROL
 DM5912  ______________________________________________________________________
 DM5912* NAD 83(1986) POSITION- 46 39 09.     (N) 092 17 43.     (W)   SCALED    
 DM5912* NAVD 88 ORTHO HEIGHT -   195.705  (meters)     642.08  (feet) ADJUSTED  
 DM5912  ______________________________________________________________________
 DM5912  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DM5912  DYNAMIC HEIGHT  -        195.723 (meters)      642.13  (feet) COMP
 DM5912  MODELED GRAVITY -    980,699.3   (mgal)                       NAVD 88
 DM5912
 DM5912  VERT ORDER      -  SECOND    CLASS I
 DM5912
 DM5912.The horizontal coordinates were scaled from a topographic map and have
 DM5912.an estimated accuracy of +/- 6 seconds.
 DM5912.
 DM5912.The orthometric height was determined by differential leveling and
 DM5912.adjusted in January 2012.
 DM5912
 DM5912.The dynamic height is computed by dividing the NAVD 88
 DM5912.geopotential number by the normal gravity value computed on the
 DM5912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5912.degrees latitude (g = 980.6199 gals.).
 DM5912
 DM5912.The modeled gravity was interpolated from observed gravity values.
 DM5912
 DM5912;                    North         East    Units  Estimated Accuracy
 DM5912;SPC MN C     -   285,520.      949,610.      MT  (+/- 180 meters Scaled)
 DM5912
 DM5912                          SUPERSEDED SURVEY CONTROL
 DM5912
 DM5912.No superseded survey control is available for this station.
 DM5912
 DM5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM539667(NAD 83)
 DM5912
 DM5912_MARKER: DD = SURVEY DISK
 DM5912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5912_STAMPING: 0901 X 2007
 DM5912_MARK LOGO: MNDT  
 DM5912_PROJECTION: FLUSH
 DM5912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5912+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5912_ROD/PIPE-DEPTH: 15.2 meters
 DM5912
 DM5912  HISTORY     - Date     Condition        Report By
 DM5912  HISTORY     - 2007     MONUMENTED       MNDT
 DM5912
 DM5912                          STATION DESCRIPTION
 DM5912
 DM5912'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5912'THE MARK IS 5.0 MI (8.0 KM) NORTHEAST OF WRENSHALL.
 DM5912' 
 DM5912'2.85 MILES NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5912'HIGHWAY 23 AND COUNTY ROAD 18, AT TRUNK HIGHWAY 23 MILE POINT 335.
 DM5912' 
 DM5912'IT IS 28.4 FT (8.7 M) SOUTHEAST OF TRUNK HIGHWAY 23, 2.8 FT (0.9 M)
 DM5912'SOUTH OF MILE POINT 335, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5913 ***********************************************************************
 DM5913  DESIGNATION -  0901 Y
 DM5913  PID         -  DM5913
 DM5913  STATE/COUNTY-  MN/ST LOUIS
 DM5913  COUNTRY     -  US
 DM5913  USGS QUAD   -  ESKO (1993)
 DM5913
 DM5913                         *CURRENT SURVEY CONTROL
 DM5913  ______________________________________________________________________
 DM5913* NAD 83(1986) POSITION- 46 39 29.     (N) 092 17 04.     (W)   SCALED    
 DM5913* NAVD 88 ORTHO HEIGHT -   191.335  (meters)     627.74  (feet) ADJUSTED  
 DM5913  ______________________________________________________________________
 DM5913  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 DM5913  DYNAMIC HEIGHT  -        191.353 (meters)      627.80  (feet) COMP
 DM5913  MODELED GRAVITY -    980,706.4   (mgal)                       NAVD 88
 DM5913
 DM5913  VERT ORDER      -  SECOND    CLASS I
 DM5913
 DM5913.The horizontal coordinates were scaled from a topographic map and have
 DM5913.an estimated accuracy of +/- 6 seconds.
 DM5913.
 DM5913.The orthometric height was determined by differential leveling and
 DM5913.adjusted in January 2012.
 DM5913
 DM5913.The dynamic height is computed by dividing the NAVD 88
 DM5913.geopotential number by the normal gravity value computed on the
 DM5913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5913.degrees latitude (g = 980.6199 gals.).
 DM5913
 DM5913.The modeled gravity was interpolated from observed gravity values.
 DM5913
 DM5913;                    North         East    Units  Estimated Accuracy
 DM5913;SPC MN N     -   117,900.      862,430.      MT  (+/- 180 meters Scaled)
 DM5913
 DM5913                          SUPERSEDED SURVEY CONTROL
 DM5913
 DM5913.No superseded survey control is available for this station.
 DM5913
 DM5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM547674(NAD 83)
 DM5913
 DM5913_MARKER: DD = SURVEY DISK
 DM5913_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5913_SP_SET: BRIDGE WALKWAY
 DM5913_STAMPING: 0901 Y 2007
 DM5913_MARK LOGO: MNDT  
 DM5913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5913_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5913+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5913
 DM5913  HISTORY     - Date     Condition        Report By
 DM5913  HISTORY     - 2007     MONUMENTED       MNDT
 DM5913
 DM5913                          STATION DESCRIPTION
 DM5913
 DM5913'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5913'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF FOND DU LAC, IN SIDEWALK IN
 DM5913'SOUTHEAST CORNER OF TRUNK HIGHWAY 23 BRIDGE NUMBER 6313 OVER ST LOUIS
 DM5913'RIVER.
 DM5913' 
 DM5913'0.35 MI SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK
 DM5913'HIGHWAY 23 AND TRUNK HIGHWAY 210 IN FOND DU LAC, AT TRUNK HIGHWAY 23
 DM5913'MILE POINT 335.6.
 DM5913' 
 DM5913'IT IS 24.0 FT (7.3 M) SOUTHEAST OF TRUNK HIGHWAY 23.  DISK SET IN A
 DM5913'DRILL HOLE IN BRIDGE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0432 ***********************************************************************
 RN0432  DESIGNATION -  0903 A
 RN0432  PID         -  RN0432
 RN0432  STATE/COUNTY-  MN/CARLTON
 RN0432  COUNTRY     -  US
 RN0432  USGS QUAD   -  MOOSE LAKE (1981)
 RN0432
 RN0432                         *CURRENT SURVEY CONTROL
 RN0432  ______________________________________________________________________
 RN0432* NAD 83(1986) POSITION- 46 27 27.4    (N) 092 45 04.3    (W)   HD_HELD2  
 RN0432* NAVD 88 ORTHO HEIGHT -   323.201  (meters)    1060.37  (feet) ADJUSTED  
 RN0432  ______________________________________________________________________
 RN0432  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 RN0432  DYNAMIC HEIGHT  -        323.215 (meters)     1060.41  (feet) COMP
 RN0432  MODELED GRAVITY -    980,646.3   (mgal)                       NAVD 88
 RN0432
 RN0432  VERT ORDER      -  SECOND    CLASS I
 RN0432
 RN0432.The horizontal coordinates were established by autonomous hand held GPS
 RN0432.observations and have an estimated accuracy of +/- 10 meters.
 RN0432.
 RN0432.The orthometric height was determined by differential leveling and
 RN0432.adjusted in June 1991.
 RN0432
 RN0432.Photographs are available for this station.
 RN0432
 RN0432.The dynamic height is computed by dividing the NAVD 88
 RN0432.geopotential number by the normal gravity value computed on the
 RN0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0432.degrees latitude (g = 980.6199 gals.).
 RN0432
 RN0432.The modeled gravity was interpolated from observed gravity values.
 RN0432
 RN0432;                    North         East    Units  Estimated Accuracy
 RN0432;SPC MN C     -   263,098.      915,126.      MT  (+/- 10 meters HH2 GPS)
 RN0432
 RN0432                          SUPERSEDED SURVEY CONTROL
 RN0432
 RN0432  NGVD 29 (??/??/92)  323.072  (m)         1059.95   (f) ADJ UNCH    2 0
 RN0432
 RN0432.Superseded values are not recommended for survey control.
 RN0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0432.See file dsdata.txt to determine how the superseded data were derived.
 RN0432
 RN0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1910644923(NAD 83)
 RN0432
 RN0432_MARKER: DD = SURVEY DISK
 RN0432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0432_SP_SET: BRIDGE ABUTMENT
 RN0432_STAMPING: 0903 A 1971
 RN0432_MARK LOGO: MNHD  
 RN0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0432+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 RN0432
 RN0432  HISTORY     - Date     Condition        Report By
 RN0432  HISTORY     - 1971     MONUMENTED       MNHD
 RN0432  HISTORY     - 1971     GOOD             MNDT
 RN0432  HISTORY     - 19970801 GOOD             MNDT
 RN0432  HISTORY     - 20060316 GOOD             MNDT
 RN0432  HISTORY     - 20080803 GOOD             GEOCAC
 RN0432
 RN0432                          STATION DESCRIPTION
 RN0432
 RN0432'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0432'IN MOOSE LAKE.
 RN0432'MARK IS LOCATED AT THE NORTH PART OF MOOSE LAKE, 0.7 MILES NORTH AND
 RN0432'EAST ALONG T.H. 27 FROM THE JUNCTION OF T.H. 27 AND T.H. 73 IN MOOSE
 RN0432'LAKE, 1.0 MILES WEST OF FAI 35, IN THE SOUTHEAST CORNER (ABUTMENT) OF
 RN0432'BRIDGE NO. 09002, T.H. 27 OVER THE MOOSE HORN RIVER.  NW 1/4 SECTION
 RN0432'21, T 46 N, R 19 W.
 RN0432
 RN0432                          STATION RECOVERY (1997)
 RN0432
 RN0432'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 RN0432'RECOVERED AS DESCRIBED.
 RN0432
 RN0432                          STATION RECOVERY (2006)
 RN0432
 RN0432'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN0432'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF KETTLE
 RN0432'RIVER, 4.3 MI (6.9 KM) SOUTHWEST OF BARNUM AND IN NORTHEAST MOOSE
 RN0432'LAKE.
 RN0432' 
 RN0432'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 73,
 RN0432'GO 0.7 MI (1.1 KM) NORTH AND EAST.
 RN0432' 
 RN0432'THE MARK IS 1.0 MI (1.6 KM) WEST OF INTERSTATE HIGHWAY 35, IN
 RN0432'SOUTHEAST CORNER OF TRUNK HIGHWAY 27 BRIDGE NUMBER 09002 OVER MOOSE
 RN0432'HORN RIVER.
 RN0432
 RN0432                          STATION RECOVERY (2008)
 RN0432
 RN0432'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0432'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0434 ***********************************************************************
 RN0434  DESIGNATION -  0903 B
 RN0434  PID         -  RN0434
 RN0434  STATE/COUNTY-  MN/CARLTON
 RN0434  COUNTRY     -  US
 RN0434  USGS QUAD   -  MOOSE LAKE (1981)
 RN0434
 RN0434                         *CURRENT SURVEY CONTROL
 RN0434  ______________________________________________________________________
 RN0434* NAD 83(1986) POSITION- 46 27 32.8    (N) 092 45 16.4    (W)   HD_HELD2  
 RN0434* NAVD 88 ORTHO HEIGHT -   322.115  (meters)    1056.81  (feet) ADJUSTED  
 RN0434  ______________________________________________________________________
 RN0434  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 RN0434  DYNAMIC HEIGHT  -        322.129 (meters)     1056.85  (feet) COMP
 RN0434  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 RN0434
 RN0434  VERT ORDER      -  SECOND    CLASS I
 RN0434
 RN0434.The horizontal coordinates were established by autonomous hand held GPS
 RN0434.observations and have an estimated accuracy of +/- 10 meters.
 RN0434.
 RN0434.The orthometric height was determined by differential leveling and
 RN0434.adjusted in August 2000.
 RN0434
 RN0434.The dynamic height is computed by dividing the NAVD 88
 RN0434.geopotential number by the normal gravity value computed on the
 RN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0434.degrees latitude (g = 980.6199 gals.).
 RN0434
 RN0434.The modeled gravity was interpolated from observed gravity values.
 RN0434
 RN0434;                    North         East    Units  Estimated Accuracy
 RN0434;SPC MN C     -   263,259.      914,865.      MT  (+/- 10 meters HH2 GPS)
 RN0434
 RN0434                          SUPERSEDED SURVEY CONTROL
 RN0434
 RN0434  NAVD 88 (06/15/91)  322.127  (m)         1056.85   (f) SUPERSEDED  2 0
 RN0434  NGVD 29 (??/??/92)  321.997  (m)         1056.42   (f) ADJ UNCH    2 0
 RN0434
 RN0434.Superseded values are not recommended for survey control.
 RN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0434.See file dsdata.txt to determine how the superseded data were derived.
 RN0434
 RN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1884745089(NAD 83)
 RN0434
 RN0434_MARKER: DD = SURVEY DISK
 RN0434_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0434_SP_SET: BOX CULVERT HEADWALL
 RN0434_STAMPING: 0903 B 1971
 RN0434_MARK LOGO: MNDT  
 RN0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0434+STABILITY: SURFACE MOTION
 RN0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0434+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1997
 RN0434
 RN0434  HISTORY     - Date     Condition        Report By
 RN0434  HISTORY     - 1971     MONUMENTED       MNDT
 RN0434  HISTORY     - 19920828 GOOD             USPSQD
 RN0434  HISTORY     - 19970801 GOOD             MNDT
 RN0434
 RN0434                          STATION DESCRIPTION
 RN0434
 RN0434'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0434'IN MOOSE LAKE.
 RN0434'MARK IS LOCATED 0.5 MILES NORTH ALONG T.H. 27 FROM THE JUNCTION T.H.
 RN0434'27 AND T.H. 73 IN MOOSE LAKE, 200 FEET SOUTH OF THE SOO LINE RAILROAD
 RN0434'BRIDGE, IN THE SOUTHEAST CORNER (HEADWALL) OF A BOX CULVERT UNDER T.H.
 RN0434'27 (OLD T.H. 61) AT A DRAINAGE DITCH.  NW 1/4 SECTION 21, T 46 N, R 19
 RN0434'W.
 RN0434
 RN0434                          STATION RECOVERY (1992)
 RN0434
 RN0434'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0434'RECOVERED IN GOOD CONDITION.
 RN0434
 RN0434                          STATION RECOVERY (1997)
 RN0434
 RN0434'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 RN0434'RECOVERED AS DESCRIBED 37.1 FT (11.3 M) EAST OF OLD TH 61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9354 ***********************************************************************
 AE9354  DESIGNATION -  0903 C
 AE9354  PID         -  AE9354
 AE9354  STATE/COUNTY-  MN/CARLTON
 AE9354  COUNTRY     -  US
 AE9354  USGS QUAD   -  MOOSE LAKE (1981)
 AE9354
 AE9354                         *CURRENT SURVEY CONTROL
 AE9354  ______________________________________________________________________
 AE9354* NAD 83(2007) POSITION- 46 27 10.60922(N) 092 51 20.69207(W)   ADJUSTED  
 AE9354* NAD 83(2007) ELLIP HT-   326.063 (meters)        (02/10/07)   ADJUSTED
 AE9354* NAD 83(2007) EPOCH   -  2002.00
 AE9354* NAVD 88 ORTHO HEIGHT -   353.981  (meters)    1161.35  (feet) ADJUSTED  
 AE9354  ______________________________________________________________________
 AE9354  NAD 83(2007) X  -   -219,323.997 (meters)                     COMP
 AE9354  NAD 83(2007) Y  - -4,396,722.876 (meters)                     COMP
 AE9354  NAD 83(2007) Z  -  4,600,314.777 (meters)                     COMP
 AE9354  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC09
 AE9354  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 AE9354  DYNAMIC HEIGHT  -        353.996 (meters)     1161.40  (feet) COMP
 AE9354  MODELED GRAVITY -    980,647.9   (mgal)                       NAVD 88
 AE9354
 AE9354  VERT ORDER      -  SECOND    CLASS I
 AE9354
 AE9354  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9354  Type                                         Horiz  Ellip  Dist(km)
 AE9354  -------------------------------------------------------------------
 AE9354  NETWORK                                       0.53   0.80
 AE9354  -------------------------------------------------------------------
 AE9354  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.48   0.81      2.56
 AE9354  -------------------------------------------------------------------
 AE9354  NOTE: Click here for information on individual local accuracy
 AE9354  values and other accuracy information.
 AE9354
 AE9354
 AE9354.The horizontal coordinates were established by GPS observations
 AE9354.and adjusted by the National Geodetic Survey in February 2007.
 AE9354
 AE9354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9354.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9354
 AE9354.The horizontal coordinates are valid at the epoch date displayed above
 AE9354.which is a decimal equivalence of Year/Month/Day.
 AE9354
 AE9354.The orthometric height was determined by differential leveling and
 AE9354.adjusted in August 2000.
 AE9354
 AE9354.Photographs are available for this station.
 AE9354
 AE9354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9354
 AE9354.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9354
 AE9354.The ellipsoidal height was determined by GPS observations
 AE9354.and is referenced to NAD 83.
 AE9354
 AE9354.The dynamic height is computed by dividing the NAVD 88
 AE9354.geopotential number by the normal gravity value computed on the
 AE9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9354.degrees latitude (g = 980.6199 gals.).
 AE9354
 AE9354.The modeled gravity was interpolated from observed gravity values.
 AE9354
 AE9354. The following values were computed from the NAD 83(2007) position.
 AE9354
 AE9354;                    North         East     Units Scale Factor Converg.
 AE9354;SPC MN C     -   262,432.641   907,105.046   MT  0.99992414   +1 00 30.9
 AE9354;SPC MN C     -   860,997.76  2,976,060.47   sFT  0.99992414   +1 00 30.9
 AE9354;UTM  15      - 5,144,385.121   511,078.288   MT  0.99960151   +0 06 16.4
 AE9354
 AE9354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9354!SPC MN C     -   0.99994889  x   0.99992414  =   0.99987303
 AE9354!UTM  15      -   0.99994889  x   0.99960151  =   0.99955042
 AE9354
 AE9354                          SUPERSEDED SURVEY CONTROL
 AE9354
 AE9354  NAD 83(1996)-  46 27 10.60911(N)    092 51 20.69177(W) AD(       ) 1
 AE9354  ELLIP H (05/11/98)  326.105  (m)                       GP(       ) 4 1
 AE9354  NAVD 88 (05/11/98)  353.98   (m)         1161.3    (f) LEVELING    3  
 AE9354
 AE9354.Superseded values are not recommended for survey control.
 AE9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9354.See file dsdata.txt to determine how the superseded data were derived.
 AE9354
 AE9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1107844385(NAD 83)
 AE9354
 AE9354_MARKER: DD = SURVEY DISK
 AE9354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9354_STAMPING: 0903 C 1997
 AE9354_MARK LOGO: MNDT  
 AE9354_PROJECTION: FLUSH
 AE9354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9354+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 AE9354_ROD/PIPE-DEPTH:  6.1 meters
 AE9354
 AE9354  HISTORY     - Date     Condition        Report By
 AE9354  HISTORY     - 1997     MONUMENTED       MNDT
 AE9354  HISTORY     - 19970701 GOOD             MNDT
 AE9354  HISTORY     - 20080803 GOOD             GEOCAC
 AE9354
 AE9354                          STATION DESCRIPTION
 AE9354
 AE9354'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9354'4.5 MI (7.2 KM) WEST OF MOOSE LAKE, 0.3 MI (0.5 KM) EAST ALONG TH
 AE9354'23/TH 73 FROM JCT OF TH 27 AND TH 73, 5 MI (8.0 KM) WEST OF MOOSE
 AE9354'LAKE, TO TH 27 MP 241.05, THEN 0.2 MI (0.3 KM) SOUTH ON CO RD 134,
 AE9354'23.0 FT (7.0 M) EAST OF CO RD 134, 32.9 FT (10.0 M) SOUTH OF STOP
 AE9354'AHEAD SIGN POST, 128.5 FT (39.2 M) NE OF POWER POLE, 3.0 FT (0.9 M)
 AE9354'NORTH OF WIT POST.
 AE9354
 AE9354                          STATION RECOVERY (1997)
 AE9354
 AE9354'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9354'4.5 MI (7.2 KM) WEST OF MOOSE LAKE, 0.3 MI (0.5 KM) EAST ALONG TH
 AE9354'23/TH 73 FROM JCT OF TH 27 AND TH 73, 5 MI (8.0 KM) WEST OF MOOSE
 AE9354'LAKE, TO TH 27 MP 241.05, THEN 0.2 MI (0.3 KM) SOUTH ON CO RD 134,
 AE9354'23.0 FT (7.0 M) EAST OF CO RD 134, 32.9 FT (10.0 M) SOUTH OF STOP
 AE9354'AHEAD SIGN POST, 128.5 FT (39.2 M) NE OF POWER POLE, 3.0 FT (0.9 M)
 AE9354'NORTH OF WIT POST.
 AE9354
 AE9354                          STATION RECOVERY (2008)
 AE9354
 AE9354'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9354'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AE9354' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9355 ***********************************************************************
 AE9355  DESIGNATION -  0903 D
 AE9355  PID         -  AE9355
 AE9355  STATE/COUNTY-  MN/CARLTON
 AE9355  COUNTRY     -  US
 AE9355  USGS QUAD   -  MOOSE LAKE (1981)
 AE9355
 AE9355                         *CURRENT SURVEY CONTROL
 AE9355  ______________________________________________________________________
 AE9355* NAD 83(2007) POSITION- 46 27 19.62108(N) 092 49 28.60339(W)   ADJUSTED  
 AE9355* NAD 83(2007) ELLIP HT-   335.720 (meters)        (02/10/07)   ADJUSTED
 AE9355* NAD 83(2007) EPOCH   -  2002.00
 AE9355* NAVD 88 ORTHO HEIGHT -   363.645  (meters)    1193.06  (feet) ADJUSTED  
 AE9355  ______________________________________________________________________
 AE9355  NAD 83(2007) X  -   -216,925.080 (meters)                     COMP
 AE9355  NAD 83(2007) Y  - -4,396,646.597 (meters)                     COMP
 AE9355  NAD 83(2007) Z  -  4,600,513.494 (meters)                     COMP
 AE9355  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC09
 AE9355  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 AE9355  DYNAMIC HEIGHT  -        363.661 (meters)     1193.11  (feet) COMP
 AE9355  MODELED GRAVITY -    980,648.3   (mgal)                       NAVD 88
 AE9355
 AE9355  VERT ORDER      -  SECOND    CLASS I
 AE9355
 AE9355  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9355  Type                                         Horiz  Ellip  Dist(km)
 AE9355  -------------------------------------------------------------------
 AE9355  NETWORK                                       0.45   0.69
 AE9355  -------------------------------------------------------------------
 AE9355  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.28   0.49      1.64
 AE9355  -------------------------------------------------------------------
 AE9355  NOTE: Click here for information on individual local accuracy
 AE9355  values and other accuracy information.
 AE9355
 AE9355
 AE9355.The horizontal coordinates were established by GPS observations
 AE9355.and adjusted by the National Geodetic Survey in February 2007.
 AE9355
 AE9355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9355.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9355
 AE9355.The horizontal coordinates are valid at the epoch date displayed above
 AE9355.which is a decimal equivalence of Year/Month/Day.
 AE9355
 AE9355.The orthometric height was determined by differential leveling and
 AE9355.adjusted in August 2000.
 AE9355
 AE9355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9355
 AE9355.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9355
 AE9355.The ellipsoidal height was determined by GPS observations
 AE9355.and is referenced to NAD 83.
 AE9355
 AE9355.The dynamic height is computed by dividing the NAVD 88
 AE9355.geopotential number by the normal gravity value computed on the
 AE9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9355.degrees latitude (g = 980.6199 gals.).
 AE9355
 AE9355.The modeled gravity was interpolated from observed gravity values.
 AE9355
 AE9355. The following values were computed from the NAD 83(2007) position.
 AE9355
 AE9355;                    North         East     Units Scale Factor Converg.
 AE9355;SPC MN C     -   262,753.415   909,491.600   MT  0.99992423   +1 01 52.0
 AE9355;SPC MN C     -   862,050.16  2,983,890.36   sFT  0.99992423   +1 01 52.0
 AE9355;UTM  15      - 5,144,668.111   513,468.835   MT  0.99960223   +0 07 37.7
 AE9355
 AE9355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9355!SPC MN C     -   0.99994738  x   0.99992423  =   0.99987161
 AE9355!UTM  15      -   0.99994738  x   0.99960223  =   0.99954963
 AE9355
 AE9355                          SUPERSEDED SURVEY CONTROL
 AE9355
 AE9355  NAD 83(1996)-  46 27 19.62093(N)    092 49 28.60310(W) AD(       ) 1
 AE9355  ELLIP H (05/11/98)  335.767  (m)                       GP(       ) 4 1
 AE9355  NAVD 88 (05/11/98)  363.65   (m)         1193.1    (f) LEVELING    3  
 AE9355
 AE9355.Superseded values are not recommended for survey control.
 AE9355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9355.See file dsdata.txt to determine how the superseded data were derived.
 AE9355
 AE9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1346844668(NAD 83)
 AE9355
 AE9355_MARKER: DD = SURVEY DISK
 AE9355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9355_STAMPING: 0903 D 1997
 AE9355_MARK LOGO: MNDT  
 AE9355_PROJECTION: FLUSH
 AE9355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9355+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 AE9355_ROD/PIPE-DEPTH:  9.1 meters
 AE9355
 AE9355  HISTORY     - Date     Condition        Report By
 AE9355  HISTORY     - 1997     MONUMENTED       MNDT
 AE9355  HISTORY     - 19970701 GOOD             MNDT
 AE9355  HISTORY     - 20080803 GOOD             GEOCAC
 AE9355
 AE9355                          STATION DESCRIPTION
 AE9355
 AE9355'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9355'3.0 MI (4.8 KM) WEST OF MOOSE LAKE, 1.8 MI (2.9 KM) EAST ALONG TH
 AE9355'27/TH 73 FROM JCT OF TH 27 AND TH 73, 5 MI (8.0 KM) WEST OF MOOSE
 AE9355'LAKE, TO TH 27 MP 242.55, THEN 0.05 MI (0.08 KM) NORTH ON NORTH BIRCH
 AE9355'RD, 174 FT (53.0 M) NORTH OF TH 73, 15.0 FT (4.6 M) WEST OF NORTH
 AE9355'BIRCH RD, 3.3 FT (1.0 M) NORTH OF WIT POST.
 AE9355
 AE9355                          STATION RECOVERY (1997)
 AE9355
 AE9355'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9355'3.0 MI (4.8 KM) WEST OF MOOSE LAKE, 1.8 MI (2.9 KM) EAST ALONG TH
 AE9355'27/TH 73 FROM JCT OF TH 27 AND TH 73, 5 MI (8.0 KM) WEST OF MOOSE
 AE9355'LAKE, TO TH 27 MP 242.55, THEN 0.05 MI (0.08 KM) NORTH ON NORTH BIRCH
 AE9355'RD, 174 FT (53.0 M) NORTH OF TH 73, 15.0 FT (4.6 M) WEST OF NORTH
 AE9355'BIRCH RD, 3.3 FT (1.0 M) NORTH OF WIT POST.
 AE9355
 AE9355                          STATION RECOVERY (2008)
 AE9355
 AE9355'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9355'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9356 ***********************************************************************
 AE9356  DESIGNATION -  0903 E
 AE9356  PID         -  AE9356
 AE9356  STATE/COUNTY-  MN/CARLTON
 AE9356  COUNTRY     -  US
 AE9356  USGS QUAD   -  MOOSE LAKE (1981)
 AE9356
 AE9356                         *CURRENT SURVEY CONTROL
 AE9356  ______________________________________________________________________
 AE9356* NAD 83(2007) POSITION- 46 27 13.56450(N) 092 48 12.21542(W)   ADJUSTED  
 AE9356* NAD 83(2007) ELLIP HT-   331.072 (meters)        (02/10/07)   ADJUSTED
 AE9356* NAD 83(2007) EPOCH   -  2002.00
 AE9356* NAVD 88 ORTHO HEIGHT -   359.001  (meters)    1177.82  (feet) ADJUSTED  
 AE9356  ______________________________________________________________________
 AE9356  NAD 83(2007) X  -   -215,303.287 (meters)                     COMP
 AE9356  NAD 83(2007) Y  - -4,396,858.831 (meters)                     COMP
 AE9356  NAD 83(2007) Z  -  4,600,381.279 (meters)                     COMP
 AE9356  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC09
 AE9356  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 AE9356  DYNAMIC HEIGHT  -        359.016 (meters)     1177.87  (feet) COMP
 AE9356  MODELED GRAVITY -    980,647.5   (mgal)                       NAVD 88
 AE9356
 AE9356  VERT ORDER      -  SECOND    CLASS I
 AE9356
 AE9356  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9356  Type                                         Horiz  Ellip  Dist(km)
 AE9356  -------------------------------------------------------------------
 AE9356  NETWORK                                       0.43   0.65
 AE9356  -------------------------------------------------------------------
 AE9356  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.28   0.45      1.94
 AE9356  -------------------------------------------------------------------
 AE9356  NOTE: Click here for information on individual local accuracy
 AE9356  values and other accuracy information.
 AE9356
 AE9356
 AE9356.The horizontal coordinates were established by GPS observations
 AE9356.and adjusted by the National Geodetic Survey in February 2007.
 AE9356
 AE9356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9356.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9356
 AE9356.The horizontal coordinates are valid at the epoch date displayed above
 AE9356.which is a decimal equivalence of Year/Month/Day.
 AE9356
 AE9356.The orthometric height was determined by differential leveling and
 AE9356.adjusted in August 2000.
 AE9356
 AE9356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9356
 AE9356.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9356
 AE9356.The ellipsoidal height was determined by GPS observations
 AE9356.and is referenced to NAD 83.
 AE9356
 AE9356.The dynamic height is computed by dividing the NAVD 88
 AE9356.geopotential number by the normal gravity value computed on the
 AE9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9356.degrees latitude (g = 980.6199 gals.).
 AE9356
 AE9356.The modeled gravity was interpolated from observed gravity values.
 AE9356
 AE9356. The following values were computed from the NAD 83(2007) position.
 AE9356
 AE9356;                    North         East     Units Scale Factor Converg.
 AE9356;SPC MN C     -   262,595.998   911,124.770   MT  0.99992417   +1 02 47.2
 AE9356;SPC MN C     -   861,533.70  2,989,248.52   sFT  0.99992417   +1 02 47.2
 AE9356;UTM  15      - 5,144,485.006   515,098.793   MT  0.99960280   +0 08 33.0
 AE9356
 AE9356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9356!SPC MN C     -   0.99994810  x   0.99992417  =   0.99987228
 AE9356!UTM  15      -   0.99994810  x   0.99960280  =   0.99955092
 AE9356
 AE9356                          SUPERSEDED SURVEY CONTROL
 AE9356
 AE9356  NAD 83(1996)-  46 27 13.56435(N)    092 48 12.21512(W) AD(       ) 1
 AE9356  ELLIP H (05/11/98)  331.118  (m)                       GP(       ) 4 1
 AE9356  NAVD 88 (05/11/98)  359.00   (m)         1177.8    (f) LEVELING    3  
 AE9356
 AE9356.Superseded values are not recommended for survey control.
 AE9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9356.See file dsdata.txt to determine how the superseded data were derived.
 AE9356
 AE9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1509844485(NAD 83)
 AE9356
 AE9356_MARKER: DD = SURVEY DISK
 AE9356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9356_STAMPING: 0903 E 1997
 AE9356_MARK LOGO: MNDT  
 AE9356_PROJECTION: FLUSH
 AE9356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9356+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 AE9356_ROD/PIPE-DEPTH:  4.6 meters
 AE9356
 AE9356  HISTORY     - Date     Condition        Report By
 AE9356  HISTORY     - 1997     MONUMENTED       MNDT
 AE9356  HISTORY     - 19970701 GOOD             MNDT
 AE9356  HISTORY     - 20080803 GOOD             GEOCAC
 AE9356
 AE9356                          STATION DESCRIPTION
 AE9356
 AE9356'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9356'2 MI (3.2 KM) WEST OF MOOSE LAKE, 2.0 MI (3.2 KM) WEST ALONG TH 27/TH
 AE9356'73 FROM JCT OF TH 27 AND TH 73 IN MOOSE LAKE, TO TH 27 MP 243.55, THEN
 AE9356'0.05 MI (0.08 KM) SOUTH ON HAGFORS RD, 26.0 FT (7.9 M) WEST OF HAGFORS
 AE9356'RD, 16.0 FT (4.9 M) SOUTH OF ENT, 2.8 FT (0.9 M) EAST OF FENCE, 2.5 FT
 AE9356'(0.8 M) EAST OF WIT POST.
 AE9356
 AE9356                          STATION RECOVERY (1997)
 AE9356
 AE9356'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9356'2 MI (3.2 KM) WEST OF MOOSE LAKE, 2.0 MI (3.2 KM) WEST ALONG TH 27/TH
 AE9356'73 FROM JCT OF TH 27 AND TH 73 IN MOOSE LAKE, TO TH 27 MP 243.55, THEN
 AE9356'0.05 MI (0.08 KM) SOUTH ON HAGFORS RD, 26.0 FT (7.9 M) WEST OF HAGFORS
 AE9356'RD, 16.0 FT (4.9 M) SOUTH OF ENT, 2.8 FT (0.9 M) EAST OF FENCE, 2.5 FT
 AE9356'(0.8 M) EAST OF WIT POST.
 AE9356
 AE9356                          STATION RECOVERY (2008)
 AE9356
 AE9356'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9356'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5824 ***********************************************************************
 DL5824  DESIGNATION -  0903 G
 DL5824  PID         -  DL5824
 DL5824  STATE/COUNTY-  MN/CARLTON
 DL5824  COUNTRY     -  US
 DL5824  USGS QUAD   -  MOOSE LAKE (1981)
 DL5824
 DL5824                         *CURRENT SURVEY CONTROL
 DL5824  ______________________________________________________________________
 DL5824* NAD 83(1986) POSITION- 46 27 12.0    (N) 092 45 37.2    (W)   HD_HELD2  
 DL5824* NAVD 88 ORTHO HEIGHT -   325.985  (meters)    1069.50  (feet) ADJUSTED  
 DL5824  ______________________________________________________________________
 DL5824  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DL5824  DYNAMIC HEIGHT  -        325.999 (meters)     1069.55  (feet) COMP
 DL5824  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 DL5824
 DL5824  VERT ORDER      -  SECOND    CLASS I
 DL5824
 DL5824.The horizontal coordinates were established by autonomous hand held GPS
 DL5824.observations and have an estimated accuracy of +/- 10 meters.
 DL5824.
 DL5824.The orthometric height was determined by differential leveling and
 DL5824.adjusted in June 2011.
 DL5824
 DL5824.The dynamic height is computed by dividing the NAVD 88
 DL5824.geopotential number by the normal gravity value computed on the
 DL5824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5824.degrees latitude (g = 980.6199 gals.).
 DL5824
 DL5824.The modeled gravity was interpolated from observed gravity values.
 DL5824
 DL5824;                    North         East    Units  Estimated Accuracy
 DL5824;SPC MN C     -   262,609.      914,433.      MT  (+/- 10 meters HH2 GPS)
 DL5824
 DL5824                          SUPERSEDED SURVEY CONTROL
 DL5824
 DL5824.No superseded survey control is available for this station.
 DL5824
 DL5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1840544445(NAD 83)
 DL5824
 DL5824_MARKER: DD = SURVEY DISK
 DL5824_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5824_SP_SET: FOOTING OF DEMOLISHED WATER TANK
 DL5824_STAMPING: 0903 G 2006
 DL5824_MARK LOGO: MNDT  
 DL5824_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5824+STABILITY: SURFACE MOTION
 DL5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5824+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 DL5824
 DL5824  HISTORY     - Date     Condition        Report By
 DL5824  HISTORY     - 20060316 MONUMENTED       MNDT
 DL5824
 DL5824                          STATION DESCRIPTION
 DL5824
 DL5824'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5824'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF KETTLE
 DL5824'RIVER, 4.9 MI (7.9 KM) SOUTHWEST OF BARNUM AND IN THE TOWN OF MOOSE
 DL5824'LAKE, MN.
 DL5824'
 DL5824'TO REACH THE MARK FROM THE INTERSECTION OF FOLZ BOULEVARD (TRUNK
 DL5824'HIGHWAY 73/27) AND ARROWHEAD LANE, PROCEED SOUTHEAST ONTO ELM AVENUE
 DL5824'FOR 130 FT (39.6 M) TURN LEFT ONTO FOURTH STREET AND PROCEED ONE BLOCK
 DL5824'IN AN EASTERLY DIRECTION TO DOUGLASS AVENUE, THENCE TURN RIGHT ONTO
 DL5824'DOUGLASS AVENUE AND PROCEED 190 FT (57.9 M) SOUTH TO THE MARK ON THE
 DL5824'LEFT IN A CONCRETE FOOTING OF A NOW REMOVED WATER TANK.
 DL5824'
 DL5824'THE MARK IS 190.7 FT (58.1 M) SOUTH OF FOURTH STREET, 39.6 FT (12.1 M)
 DL5824'EAST OF DOUGLAS AVENUE, 16.5 FT (5.0 M) EAST-SOUTHEAST OF POWER POLE,
 DL5824'13.0 FT (4.0 M) NORTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0397 ***********************************************************************
 RN0397  DESIGNATION -  0905 A
 RN0397  PID         -  RN0397
 RN0397  STATE/COUNTY-  MN/CARLTON
 RN0397  COUNTRY     -  US
 RN0397  USGS QUAD   -  CLOQUET (1954)
 RN0397
 RN0397                         *CURRENT SURVEY CONTROL
 RN0397  ______________________________________________________________________
 RN0397* NAD 83(1986) POSITION- 46 42 09.     (N) 092 27 17.     (W)   SCALED    
 RN0397* NAVD 88 ORTHO HEIGHT -   368.647  (meters)    1209.47  (feet) ADJUSTED  
 RN0397  ______________________________________________________________________
 RN0397  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 RN0397  DYNAMIC HEIGHT  -        368.673 (meters)     1209.55  (feet) COMP
 RN0397  MODELED GRAVITY -    980,672.9   (mgal)                       NAVD 88
 RN0397
 RN0397  VERT ORDER      -  SECOND    CLASS 0
 RN0397
 RN0397.The horizontal coordinates were scaled from a topographic map and have
 RN0397.an estimated accuracy of +/- 6 seconds.
 RN0397.
 RN0397.The orthometric height was determined by differential leveling and
 RN0397.adjusted in June 1991.
 RN0397
 RN0397.The dynamic height is computed by dividing the NAVD 88
 RN0397.geopotential number by the normal gravity value computed on the
 RN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0397.degrees latitude (g = 980.6199 gals.).
 RN0397
 RN0397.The modeled gravity was interpolated from observed gravity values.
 RN0397
 RN0397;                    North         East    Units  Estimated Accuracy
 RN0397;SPC MN C     -   290,790.      937,280.      MT  (+/- 180 meters Scaled)
 RN0397
 RN0397                          SUPERSEDED SURVEY CONTROL
 RN0397
 RN0397  NGVD 29 (??/??/92)  368.56   (m)         1209.2    (f) COMPUTED    2 0
 RN0397
 RN0397.Superseded values are not recommended for survey control.
 RN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0397.See file dsdata.txt to determine how the superseded data were derived.
 RN0397
 RN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM416722(NAD 83)
 RN0397
 RN0397_MARKER: DD = SURVEY DISK
 RN0397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0397_SP_SET: CONCRETE BASE
 RN0397_STAMPING: 0905 A 1974
 RN0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0397+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RN0397
 RN0397  HISTORY     - Date     Condition        Report By
 RN0397  HISTORY     - 1974     MONUMENTED       MNDT
 RN0397  HISTORY     - 20010911 GOOD             USPSQD
 RN0397  HISTORY     - 20020603 GOOD             USPSQD
 RN0397  HISTORY     - 20060911 GOOD             USPSQD
 RN0397
 RN0397                          STATION DESCRIPTION
 RN0397
 RN0397'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0397'0.8 MI W FROM SCANLON.
 RN0397'THE MARK IS LOCATED 2.25 MILES SOUTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN0397'JUNCTION OF TRUNK HIGHWAYS 33 AND 45 AT CLOQUET AND 0.6 MILE NORTH
 RN0397'ALONG TRUNK HIGHWAY 33 FROM THE JUNCTION OF TRUNK HIGHWAY 33 AND
 RN0397'INTERSTATE 35.  IT IS 240.0 FEET EAST OF THE CENTERLINE OF TRUNK
 RN0397'HIGHWAY 33 AT MILEPOINT 0.6, 47.1 FEET NORTH OF THE NORTHEAST CORNER
 RN0397'OF DEPARTMENT OF NATURAL RESOURCES HEADQUARTERS BUILDING (ONE-STORY
 RN0397'FRAME), AND 74.6 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 RN0397'BUILDING.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE 2
 RN0397'FOOT BY 2 FOOT CONCRETE BASE FOR THE DEPARTMENT OF NATURAL RESOURCES
 RN0397'RADIO TOWER.  IT IS FLUSH WITH THE GROUND AND IS ABOUT 10 FEET ABOVE
 RN0397'THE LEVEL OF THE HIGHWAY.  SE 1/4 SECTION 26, T 49N, R 17W.
 RN0397
 RN0397                          STATION RECOVERY (2001)
 RN0397
 RN0397'RECOVERY NOTE BY US POWER SQUADRON 2001 (GW)
 RN0397'CHANGE SENTENCE, 'IT IS SET IN A DRILL HOLE...NATURAL RESOURCES RADIO
 RN0397'TOWER.' TO 'IT IS SET IN A HOLE IN THE SOUTHEAST EDGE OF A 2 FOOT
 RN0397'DIAMETER CONCRETE BASE NORTH OF THE DEPARTMENT OF NATURAL RESOURCES
 RN0397'RADIO TOWER.
 RN0397
 RN0397                          STATION RECOVERY (2002)
 RN0397
 RN0397'RECOVERY NOTE BY US POWER SQUADRON 2002 (GBW)
 RN0397'DELETE - IT IS SET IN A DRILL HOLE IN THE SE CORNER OF THE 2 FOOT BY 2
 RN0397'FOOT CONCRETE BASE FOR THE DEPT OF NATURAL RESOURCES RADIO TOWER.
 RN0397' 
 RN0397'SENTENCE SHOULD READ - IT IS SET IN A HOLE IN THE SOUTHEAST EDGE OF A
 RN0397'2 FOOT DIAMETER CONCRETE BASE NORTH OF THE DEPT OF NATURAL RESOURCES
 RN0397'RADIO TOWER
 RN0397
 RN0397                          STATION RECOVERY (2006)
 RN0397
 RN0397'RECOVERY NOTE BY US POWER SQUADRON 2006
 RN0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0396 ***********************************************************************
 RN0396  DESIGNATION -  0905 B
 RN0396  PID         -  RN0396
 RN0396  STATE/COUNTY-  MN/CARLTON
 RN0396  COUNTRY     -  US
 RN0396  USGS QUAD   -  CLOQUET (1954)
 RN0396
 RN0396                         *CURRENT SURVEY CONTROL
 RN0396  ______________________________________________________________________
 RN0396* NAD 83(1986) POSITION- 46 42 52.     (N) 092 27 45.     (W)   SCALED    
 RN0396* NAVD 88 ORTHO HEIGHT -   372.280  (meters)    1221.39  (feet) ADJUSTED  
 RN0396  ______________________________________________________________________
 RN0396  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 RN0396  DYNAMIC HEIGHT  -        372.305 (meters)     1221.47  (feet) COMP
 RN0396  MODELED GRAVITY -    980,670.6   (mgal)                       NAVD 88
 RN0396
 RN0396  VERT ORDER      -  SECOND    CLASS 0
 RN0396
 RN0396.The horizontal coordinates were scaled from a topographic map and have
 RN0396.an estimated accuracy of +/- 6 seconds.
 RN0396.
 RN0396.The orthometric height was determined by differential leveling and
 RN0396.adjusted in June 1991.
 RN0396
 RN0396.Photographs are available for this station.
 RN0396
 RN0396.The dynamic height is computed by dividing the NAVD 88
 RN0396.geopotential number by the normal gravity value computed on the
 RN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0396.degrees latitude (g = 980.6199 gals.).
 RN0396
 RN0396.The modeled gravity was interpolated from observed gravity values.
 RN0396
 RN0396;                    North         East    Units  Estimated Accuracy
 RN0396;SPC MN C     -   292,100.      936,650.      MT  (+/- 180 meters Scaled)
 RN0396
 RN0396                          SUPERSEDED SURVEY CONTROL
 RN0396
 RN0396  NGVD 29 (??/??/92)  372.19   (m)         1221.1    (f) COMPUTED    2 0
 RN0396
 RN0396.Superseded values are not recommended for survey control.
 RN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0396.See file dsdata.txt to determine how the superseded data were derived.
 RN0396
 RN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM410735(NAD 83)
 RN0396
 RN0396_MARKER: DV = VERTICAL CONTROL DISK
 RN0396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN0396_SP_SET: STEP
 RN0396_STAMPING: 0905 B 1974
 RN0396_MARK LOGO: NGS   
 RN0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0396
 RN0396  HISTORY     - Date     Condition        Report By
 RN0396  HISTORY     - 1974     MONUMENTED       MNDT
 RN0396  HISTORY     - 20020603 GOOD             USPSQD
 RN0396
 RN0396                          STATION DESCRIPTION
 RN0396
 RN0396'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0396'IN CLOQUET.
 RN0396'THE MARK IS LOCATED 0.8 MILE SOUTH ALONG TRUNK HIGHWAY 33 FROM THE
 RN0396'JUNCTION OF TRUNK HIGHWAYS 33 AND 45 AND 1.45 MILES NORTH ALONG TRUNK
 RN0396'HIGHWAYS 33 AND INTERSTATE 35.  IT IS 151.5 FEET WEST OF THE
 RN0396'SOUTHBOUND CENTERLINE OF TRUNK HIGHWAY 33 AT MILEPOINT 1.55 (AT MAIN
 RN0396'ENTRANCE, NORTH ONE OF TWO, TO NATIONAL GUARD ARMORY), 42.4 FEET SOUTH
 RN0396'OF NORTHEAST CORNER OF ARMORY (1 1/2-STORY BRICK BUILDING), 7.0 FEET
 RN0396'SOUTH OF CENTER OF ENTRANCE, 0.8 FEET EAST OF GLASS WALL TO ENTRANCE.
 RN0396'IT IS SET IN A DRILL HOLE IN THE CONCRETE STEP AND IS 0.5 FOOT ABOVE
 RN0396'THE LEVEL OF THE SIDEWALK.  SW 1/4 SECTION 23, T 49N, R 17W.
 RN0396
 RN0396                          STATION RECOVERY (2002)
 RN0396
 RN0396'RECOVERY NOTE BY US POWER SQUADRON 2002 (GBW)
 RN0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0394 ***********************************************************************
 RN0394  DESIGNATION -  0906 A
 RN0394  PID         -  RN0394
 RN0394  STATE/COUNTY-  MN/CARLTON
 RN0394  COUNTRY     -  US
 RN0394  USGS QUAD   -  CLOQUET (1954)
 RN0394
 RN0394                         *CURRENT SURVEY CONTROL
 RN0394  ______________________________________________________________________
 RN0394* NAD 83(1986) POSITION- 46 43 26.     (N) 092 27 40.     (W)   SCALED    
 RN0394* NAVD 88 ORTHO HEIGHT -   363.088  (meters)    1191.23  (feet) ADJUSTED  
 RN0394  ______________________________________________________________________
 RN0394  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 RN0394  DYNAMIC HEIGHT  -        363.112 (meters)     1191.31  (feet) COMP
 RN0394  MODELED GRAVITY -    980,669.4   (mgal)                       NAVD 88
 RN0394
 RN0394  VERT ORDER      -  SECOND    CLASS 0
 RN0394
 RN0394.The horizontal coordinates were scaled from a topographic map and have
 RN0394.an estimated accuracy of +/- 6 seconds.
 RN0394.
 RN0394.The orthometric height was determined by differential leveling and
 RN0394.adjusted in June 1991.
 RN0394
 RN0394.The dynamic height is computed by dividing the NAVD 88
 RN0394.geopotential number by the normal gravity value computed on the
 RN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0394.degrees latitude (g = 980.6199 gals.).
 RN0394
 RN0394.The modeled gravity was interpolated from observed gravity values.
 RN0394
 RN0394;                    North         East    Units  Estimated Accuracy
 RN0394;SPC MN C     -   293,150.      936,740.      MT  (+/- 180 meters Scaled)
 RN0394
 RN0394                          SUPERSEDED SURVEY CONTROL
 RN0394
 RN0394  NGVD 29 (??/??/92)  363.00   (m)         1190.9    (f) COMPUTED    2 0
 RN0394
 RN0394.Superseded values are not recommended for survey control.
 RN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0394.See file dsdata.txt to determine how the superseded data were derived.
 RN0394
 RN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM411746(NAD 83)
 RN0394
 RN0394_MARKER: DD = SURVEY DISK
 RN0394_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0394_SP_SET: PUMP HOUSING
 RN0394_STAMPING: 0906 A 1974
 RN0394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0394+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 RN0394
 RN0394  HISTORY     - Date     Condition        Report By
 RN0394  HISTORY     - 1974     MONUMENTED       MNDT
 RN0394  HISTORY     - 20020603 GOOD             USPSQD
 RN0394
 RN0394                          STATION DESCRIPTION
 RN0394
 RN0394'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0394'IN CLOQUET.
 RN0394'THE MARK IS LOCATED NEAR THE SOUTH END OF BRIDGE 5273 (TRUNK HIGHWAY
 RN0394'33 OVER THE BURLINGTON NORTHERN RAILROAD AND SOUTH CHANNEL OF THE ST.
 RN0394'LOUIS RIVER).  IT IS 74.5 FEET EAST OF EAST FACE OF BRIDGE PIER, 40.6
 RN0394'FEET NORTH OF NORTH RAIL OF BURLINGTON NORTHERN RAILROAD TRACKS (NORTH
 RN0394'SET OF 6 TRACKS), AND 43.5 FEET SOUTH OF SPUR TRACKS (NEAR SOUTH BANK
 RN0394'OF ST. LOUIS RIVER).  IT IS SET IN A DRILL HOLE IN THE SOUTHWEST
 RN0394'CORNER OF 17 FOOT BY 13 FOOT BY 15 FOOT DEEP PUMP HOUSING FOR SEWER,
 RN0394'AND IS ABOUT 1.5 FEET ABOVE THE GROUND.  SW 1/4 SECTION 14, T 49N, R
 RN0394'17W.
 RN0394
 RN0394                          STATION RECOVERY (2002)
 RN0394
 RN0394'RECOVERY NOTE BY US POWER SQUADRON 2002 (GBW)
 RN0394'BRIDGE 5273 WAS REPLACED BY BRIDGE 9009.
 RN0394' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0393 ***********************************************************************
 RN0393  DESIGNATION -  0906 B
 RN0393  PID         -  RN0393
 RN0393  STATE/COUNTY-  MN/CARLTON
 RN0393  COUNTRY     -  US
 RN0393  USGS QUAD   -  CLOQUET (1954)
 RN0393
 RN0393                         *CURRENT SURVEY CONTROL
 RN0393  ______________________________________________________________________
 RN0393* NAD 83(1986) POSITION- 46 43 32.     (N) 092 27 47.     (W)   SCALED    
 RN0393* NAVD 88 ORTHO HEIGHT -   362.229  (meters)    1188.41  (feet) ADJUSTED  
 RN0393  ______________________________________________________________________
 RN0393  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 RN0393  DYNAMIC HEIGHT  -        362.253 (meters)     1188.49  (feet) COMP
 RN0393  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 RN0393
 RN0393  VERT ORDER      -  SECOND    CLASS 0
 RN0393
 RN0393.The horizontal coordinates were scaled from a topographic map and have
 RN0393.an estimated accuracy of +/- 6 seconds.
 RN0393.
 RN0393.The orthometric height was determined by differential leveling and
 RN0393.adjusted in June 1991.
 RN0393
 RN0393.The dynamic height is computed by dividing the NAVD 88
 RN0393.geopotential number by the normal gravity value computed on the
 RN0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0393.degrees latitude (g = 980.6199 gals.).
 RN0393
 RN0393.The modeled gravity was interpolated from observed gravity values.
 RN0393
 RN0393;                    North         East    Units  Estimated Accuracy
 RN0393;SPC MN C     -   293,330.      936,580.      MT  (+/- 180 meters Scaled)
 RN0393
 RN0393                          SUPERSEDED SURVEY CONTROL
 RN0393
 RN0393  NGVD 29 (??/??/92)  362.14   (m)         1188.1    (f) COMPUTED    2 0
 RN0393
 RN0393.Superseded values are not recommended for survey control.
 RN0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0393.See file dsdata.txt to determine how the superseded data were derived.
 RN0393
 RN0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM410748(NAD 83)
 RN0393
 RN0393_MARKER: DD = SURVEY DISK
 RN0393_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RN0393_SP_SET: GRANITE LEDGE
 RN0393_STAMPING: 0906 B 1974
 RN0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0393+STABILITY: POSITION/ELEVATION WELL
 RN0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0393+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 RN0393
 RN0393  HISTORY     - Date     Condition        Report By
 RN0393  HISTORY     - 1974     MONUMENTED       MNDT
 RN0393  HISTORY     - 20020603 GOOD             USPSQD
 RN0393
 RN0393                          STATION DESCRIPTION
 RN0393
 RN0393'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0393'IN CLOQUET.
 RN0393'THE MARK IS LOCATED ON THE SOUTH SIDE OF DUNLAP ISLAND NEAR BRIDGE
 RN0393'5273 (TRUNK HIGHWAY 33 OVER DULUTH AND NORTHWESTERN RAILROAD AND THE
 RN0393'SOUTH CHANNEL OF THE ST. LOUIS RIVER).  IT IS 197.7 FEET WEST OF THE
 RN0393'WEST FACE OF PIER (SECOND PIER SOUTH OF NORTH END OF BRIDGE 5273), 22
 RN0393'FEET NORTH OF NORTH BANK OF SOUTH CHANNEL OF THE RIVER, 33.0 FEET
 RN0393'SOUTH OF SOUTH RAIL OF THE RAILROAD, 91.7 FEET SOUTH OF THE SOUTHEAST
 RN0393'CORNER OF A TWO-STORY BRICK BUILDING (NORTHEASTERN HOTEL), AND 63.3
 RN0393'FEET EAST-NORTHEAST OF SOUTHEAST CORNER OF NORTH ABUTMENT OF CITY
 RN0393'BRIDGE OVER SOUTH CHANNEL OF THE ST. LOUIS RIVER.  IT IS SET IN A
 RN0393'DRILL HOLE NEAR THE CENTER OF A 28 FOOT BY 4 FOOT BY 3 FOOT HIGH
 RN0393'GRANITE LEDGE.  IT IS ABOUT 10 FEET ABOVE THE LEVEL OF THE RIVER.  SW
 RN0393'1/4 SECTION 14, T 49N, R 17W.
 RN0393
 RN0393                          STATION RECOVERY (2002)
 RN0393
 RN0393'RECOVERY NOTE BY US POWER SQUADRON 2002 (GBW)
 RN0393'BRIDGE 5273 WAS REPLACED BY BRIDGE 9009.
 RN0393' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0392 ***********************************************************************
 RN0392  DESIGNATION -  0906 C
 RN0392  PID         -  RN0392
 RN0392  STATE/COUNTY-  MN/CARLTON
 RN0392  COUNTRY     -  US
 RN0392  USGS QUAD   -  CLOQUET (1954)
 RN0392
 RN0392                         *CURRENT SURVEY CONTROL
 RN0392  ______________________________________________________________________
 RN0392* NAD 83(1986) POSITION- 46 43 34.     (N) 092 27 56.     (W)   SCALED    
 RN0392* NAVD 88 ORTHO HEIGHT -   363.685  (meters)    1193.19  (feet) ADJUSTED  
 RN0392  ______________________________________________________________________
 RN0392  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 RN0392  DYNAMIC HEIGHT  -        363.709 (meters)     1193.27  (feet) COMP
 RN0392  MODELED GRAVITY -    980,668.8   (mgal)                       NAVD 88
 RN0392
 RN0392  VERT ORDER      -  SECOND    CLASS 0
 RN0392
 RN0392.The horizontal coordinates were scaled from a topographic map and have
 RN0392.an estimated accuracy of +/- 6 seconds.
 RN0392.
 RN0392.The orthometric height was determined by differential leveling and
 RN0392.adjusted in June 1991.
 RN0392
 RN0392.The dynamic height is computed by dividing the NAVD 88
 RN0392.geopotential number by the normal gravity value computed on the
 RN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0392.degrees latitude (g = 980.6199 gals.).
 RN0392
 RN0392.The modeled gravity was interpolated from observed gravity values.
 RN0392
 RN0392;                    North         East    Units  Estimated Accuracy
 RN0392;SPC MN C     -   293,390.      936,390.      MT  (+/- 180 meters Scaled)
 RN0392
 RN0392                          SUPERSEDED SURVEY CONTROL
 RN0392
 RN0392  NGVD 29 (??/??/92)  363.59   (m)         1192.9    (f) COMPUTED    2 0
 RN0392
 RN0392.Superseded values are not recommended for survey control.
 RN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0392.See file dsdata.txt to determine how the superseded data were derived.
 RN0392
 RN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM408748(NAD 83)
 RN0392
 RN0392_MARKER: DD = SURVEY DISK
 RN0392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0392_SP_SET: BRIDGE
 RN0392_STAMPING: 0906 C 1974
 RN0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0392+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2002
 RN0392
 RN0392  HISTORY     - Date     Condition        Report By
 RN0392  HISTORY     - 1974     MONUMENTED       MNDT
 RN0392  HISTORY     - 20020603 GOOD             USPSQD
 RN0392
 RN0392                          STATION DESCRIPTION
 RN0392
 RN0392'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0392'IN CLOQUET.
 RN0392'THE MARK IS LOCATED APPROXIMATELY 0.1 MILE WEST OF BRIDGE 5272 (TRUNK
 RN0392'HIGHWAY 33 OVER ST. LOUIS RIVER) AT CLOQUET.  IT IS ON DUNLAP ISLAND
 RN0392'NEAR THE NORTHWEST END OF SPAFFORD PARK.  IT IS 7.0 FEET EAST OF EAST
 RN0392'RAIL OF THE DULUTH AND NORTHWESTERN RAILROAD AT THE SOUTHEAST END OF
 RN0392'THE RAILROAD BRIDGE OVER THE NORTH CHANNEL OF THE ST. LOUIS RIVER. IT
 RN0392'IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE BRIDGE
 RN0392'(ABUTMENT) AND IS ABOUT LEVEL WITH THE TRACKS.  SW 1/4 SECTION 14, T
 RN0392'49N, R 17W.
 RN0392
 RN0392                          STATION RECOVERY (2002)
 RN0392
 RN0392'RECOVERY NOTE BY US POWER SQUADRON 2002 (GBW)
 RN0392'BRIDGE 5272 WAS REPLACED BY BRIDGE 9008.
 RN0392'SENTENCE, IT IS 7.0 FEET...RAILROAD. SHOULD READ, IT IS AT THE
 RN0392'SOUTHEAST END OF THE OLD DULUTH AND NORTHWESTERN RAILROAD BRIDGE.
 RN0392'TRACKS HAVE BEEN REMOVED.  ROADBED IS NOW A BIKE TRAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0391 ***********************************************************************
 RN0391  DESIGNATION -  0906 D
 RN0391  PID         -  RN0391
 RN0391  STATE/COUNTY-  MN/CARLTON
 RN0391  COUNTRY     -  US
 RN0391  USGS QUAD   -  CLOQUET (1954)
 RN0391
 RN0391                         *CURRENT SURVEY CONTROL
 RN0391  ______________________________________________________________________
 RN0391* NAD 83(1986) POSITION- 46 44 05.     (N) 092 28 01.     (W)   SCALED    
 RN0391* NAVD 88 ORTHO HEIGHT -   396.415  (meters)    1300.57  (feet) ADJUSTED  
 RN0391  ______________________________________________________________________
 RN0391  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 RN0391  DYNAMIC HEIGHT  -        396.441 (meters)     1300.66  (feet) COMP
 RN0391  MODELED GRAVITY -    980,667.6   (mgal)                       NAVD 88
 RN0391
 RN0391  VERT ORDER      -  SECOND    CLASS 0
 RN0391
 RN0391.The horizontal coordinates were scaled from a topographic map and have
 RN0391.an estimated accuracy of +/- 6 seconds.
 RN0391.
 RN0391.The orthometric height was determined by differential leveling and
 RN0391.adjusted in June 1991.
 RN0391
 RN0391.The dynamic height is computed by dividing the NAVD 88
 RN0391.geopotential number by the normal gravity value computed on the
 RN0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0391.degrees latitude (g = 980.6199 gals.).
 RN0391
 RN0391.The modeled gravity was interpolated from observed gravity values.
 RN0391
 RN0391;                    North         East    Units  Estimated Accuracy
 RN0391;SPC MN C     -   294,350.      936,260.      MT  (+/- 180 meters Scaled)
 RN0391
 RN0391                          SUPERSEDED SURVEY CONTROL
 RN0391
 RN0391.No superseded survey control is available for this station.
 RN0391
 RN0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM407758(NAD 83)
 RN0391
 RN0391_MARKER: DD = SURVEY DISK
 RN0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0391_SP_SET: RETAINING WALL
 RN0391_STAMPING: 0906 D 1974
 RN0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0391
 RN0391  HISTORY     - Date     Condition        Report By
 RN0391  HISTORY     - 1974     MONUMENTED       MNDT
 RN0391
 RN0391                          STATION DESCRIPTION
 RN0391
 RN0391'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0391'IN CLOQUET.
 RN0391'THE MARK IS LOCATED NORTHWEST OF THE INTERSECTION OF ENGLISH ROAD AND
 RN0391'GRANITE STREET IN CLOQUET, AT THE CHURCHILL SCHOOL.  IT IS 160.0 FEET
 RN0391'NORTH OF THE CENTER OF GRANITE STREET, 80.7 FEET NORTH OF SOUTHWEST
 RN0391'CORNER OF THE SCHOOL (ONE-STORY BRICK BUILDING), AND IS 3.0 FEET SOUTH
 RN0391'OF CENTER OF DOORWAY TO BASEMENT (WEST ENTRANCE) OF THE SCHOOL. IT IS
 RN0391'SET IN A DRILL HOLE IN THE TOP OF EAST-WEST RETAINING WALL (1.2 FEET
 RN0391'WIDE BY 5.4 FEET HIGH) AND IS 1.2 FEET WEST OF THE WEST WALL OF THE
 RN0391'SCHOOL.  IT IS ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE LAWN. NW 1/4
 RN0391'SECTION 14, T 49N, R 17W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0388 ***********************************************************************
 RN0388  DESIGNATION -  0906 F
 RN0388  PID         -  RN0388
 RN0388  STATE/COUNTY-  MN/CARLTON
 RN0388  COUNTRY     -  US
 RN0388  USGS QUAD   -  SAGINAW (1969)
 RN0388
 RN0388                         *CURRENT SURVEY CONTROL
 RN0388  ______________________________________________________________________
 RN0388* NAD 83(1996) POSITION- 46 45 28.47875(N) 092 26 57.03352(W)   NO CHECK  
 RN0388* NAVD 88 ORTHO HEIGHT -   415.673  (meters)    1363.75  (feet) ADJUSTED  
 RN0388  ______________________________________________________________________
 RN0388  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC09
 RN0388  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 RN0388  DYNAMIC HEIGHT  -        415.700 (meters)     1363.84  (feet) COMP
 RN0388  MODELED GRAVITY -    980,665.4   (mgal)                       NAVD 88
 RN0388
 RN0388  HORZ ORDER      -  THIRD
 RN0388  VERT ORDER      -  SECOND    CLASS 0
 RN0388
 RN0388.The horizontal coordinates were established by classical geodetic methods
 RN0388.and adjusted by the National Geodetic Survey in March 1999.
 RN0388.
 RN0388.No horizontal observational check was made to the station.
 RN0388.
 RN0388.The orthometric height was determined by differential leveling and
 RN0388.adjusted in June 1991.
 RN0388
 RN0388.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN0388
 RN0388.The dynamic height is computed by dividing the NAVD 88
 RN0388.geopotential number by the normal gravity value computed on the
 RN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0388.degrees latitude (g = 980.6199 gals.).
 RN0388
 RN0388.The modeled gravity was interpolated from observed gravity values.
 RN0388
 RN0388. The following values were computed from the NAD 83(1996) position.
 RN0388
 RN0388;                    North         East     Units Scale Factor Converg.
 RN0388;SPC MN N     -   128,883.149   849,725.492   MT  1.00007791   +0 28 56.7
 RN0388;SPC MN N     -   422,844.13  2,787,807.72   sFT  1.00007791   +0 28 56.7
 RN0388;SPC MN C     -   296,952.322   937,562.048   MT  0.99994926   +1 18 09.7
 RN0388;SPC MN C     -   974,251.08  3,075,984.82   sFT  0.99994926   +1 18 09.7
 RN0388;UTM  15      - 5,178,409.482   542,065.449   MT  0.99962175   +0 24 04.5
 RN0388
 RN0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0388!SPC MN N     -   0.99993931  x   1.00007791  =   1.00001721
 RN0388!SPC MN C     -   0.99993931  x   0.99994926  =   0.99988857
 RN0388!UTM  15      -   0.99993931  x   0.99962175  =   0.99956108
 RN0388
 RN0388                          SUPERSEDED SURVEY CONTROL
 RN0388
 RN0388  NAD 83(1991)-  46 45 28.47409(N)    092 26 57.03642(W) AD(       ) 3
 RN0388  NAD 83(1986)-  46 45 28.47304(N)    092 26 57.03824(W) AD(       ) 3
 RN0388  NAD 27      -  46 45 28.68061(N)    092 26 56.33721(W) AD(       ) 3
 RN0388  NGVD 29 (07/19/86)  415.61   (m)         1363.5    (f) LEVELING    3  
 RN0388
 RN0388.Superseded values are not recommended for survey control.
 RN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0388.See file dsdata.txt to determine how the superseded data were derived.
 RN0388
 RN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4206578409(NAD 83)
 RN0388
 RN0388_MARKER: DD = SURVEY DISK
 RN0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN0388_SP_SET: ROD
 RN0388_STAMPING: 0906 F 1974
 RN0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0388+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 RN0388
 RN0388  HISTORY     - Date     Condition        Report By
 RN0388  HISTORY     - 1974     MONUMENTED       MNDT
 RN0388  HISTORY     - 1974     GOOD             MNDT
 RN0388  HISTORY     - 20041016 GOOD             USPSQD
 RN0388
 RN0388                          STATION DESCRIPTION
 RN0388
 RN0388'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0388'TO REACH STATION DULAC MNHD FROM THE JUNCTIONS OF TRUNK HWY 33 AND 15
 RN0388'IN CLOQUET, GO NORTH FOR ABOUT 1.1 MILES ALONG TRUNK HIGHWAY 33 TO
 RN0388'CARLTON COUNTY ROAD NUMBER 2 ON THE RIGHT, TURN RIGHT AND GO EAST
 RN0388'FOR 0.85 MILE TO PREVOST ROAD ON THE LEFT, TURN LEFT AND GO NORTH
 RN0388'FOR 1.6 MILES TO STATION DULAC MNHD ON THE LEFT.
 RN0388'
 RN0388'THE MARK IS A STANDARD MHD VCM DISK CRIMPED ON THE
 RN0388'TOP OF A 5/8 INCH DIAMETER DRIVEN COPPER COATED STEEL ROD STAMPED
 RN0388'0906 F 1974 ABOUT 1.0 FOOT HIGHER THAN THE ROAD.  IT IS 1.1 FOOT
 RN0388'WEST OF A STEEL WITNESS POST, 90.5 FEET EAST OF A TRANSFORMER
 RN0388'POLE, 49.0 FEET EAST OF THE CENTERLINE OF PREVOST ROAD AND 13.0
 RN0388'FEET SOUTH OF THE CENTERLINE OF A FIELD ENTRANCE.
 RN0388
 RN0388                          STATION RECOVERY (1974)
 RN0388
 RN0388'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 RN0388'1.5 MI N FROM CLOQUET.
 RN0388'THE MARK IS LOCATED 0.55 MILE SOUTH ALONG COUNTY ROAD 118 FROM THE
 RN0388'JUNCTION OF COUNTY ROADS 118 (SOUTH) AND 696 (NORTH AND EAST) AND IS
 RN0388'0.9 MILE SOUTH ALONG COUNTY ROADS 696 AND 118 FROM THE JUNCTION OF
 RN0388'TRUNK HIGHWAY 33 AND COUNTY ROAD 696, WHICH IS 5.25 MILES SOUTH OF THE
 RN0388'JUNCTION OF TRUNK HIGHWAYS 2 AND 33 AND IS 3.4 MILES NORTHERLY ALONG
 RN0388'TRUNK HIGHWAY 33 FROM BRIDGE 5272 (TRUNK HIGHWAY 33 OVER THE ST. LOUIS
 RN0388'RIVER).  IT IS 51.0 FEET EAST OF COUNTY ROAD 118, 139.2 FEET NORTHEAST
 RN0388'OF NORTHEAST CORNER OF PORCH OF 2-STORY FRAME HOUSE (FIRE NUMBER
 RN0388'N-306), 90.8 FEET EAST OF POWER POLE NUMBER 24781, 56.2 FEET NORTHEAST
 RN0388'OF MAILBOX AND 15.0 FEET SOUTH OF CENTER OF FIELD ENTRANCE EAST. IT IS
 RN0388'CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 12 FOOT LONG COPPER-COATED
 RN0388'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 1.2 FEET WEST OF A STEEL
 RN0388'WITNESS POST AND IS ABOUT 2 FEET LOWER THAN THE COUNTY ROAD. NW 1/4
 RN0388'SECTION 1, T 49N, R 17W.
 RN0388
 RN0388                          STATION RECOVERY (2004)
 RN0388
 RN0388'RECOVERY NOTE BY US POWER SQUADRON 2004 (TLO)
 RN0388'RECOVERED GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0331 ***********************************************************************
 RN0331  DESIGNATION -  0911 A
 RN0331  PID         -  RN0331
 RN0331  STATE/COUNTY-  MN/CARLTON
 RN0331  COUNTRY     -  US
 RN0331  USGS QUAD   -  ESKO (1993)
 RN0331
 RN0331                         *CURRENT SURVEY CONTROL
 RN0331  ______________________________________________________________________
 RN0331* NAD 83(1986) POSITION- 46 42 24.     (N) 092 21 46.     (W)   SCALED    
 RN0331* NAVD 88 ORTHO HEIGHT -   361.469  (meters)    1185.92  (feet) ADJUSTED  
 RN0331  ______________________________________________________________________
 RN0331  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 RN0331  DYNAMIC HEIGHT  -        361.498 (meters)     1186.01  (feet) COMP
 RN0331  MODELED GRAVITY -    980,681.8   (mgal)                       NAVD 88
 RN0331
 RN0331  VERT ORDER      -  SECOND    CLASS 0
 RN0331
 RN0331.The horizontal coordinates were scaled from a topographic map and have
 RN0331.an estimated accuracy of +/- 6 seconds.
 RN0331.
 RN0331.The orthometric height was determined by differential leveling and
 RN0331.adjusted in June 1991.
 RN0331
 RN0331.The dynamic height is computed by dividing the NAVD 88
 RN0331.geopotential number by the normal gravity value computed on the
 RN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0331.degrees latitude (g = 980.6199 gals.).
 RN0331
 RN0331.The modeled gravity was interpolated from observed gravity values.
 RN0331
 RN0331;                    North         East    Units  Estimated Accuracy
 RN0331;SPC MN C     -   291,410.      944,300.      MT  (+/- 180 meters Scaled)
 RN0331
 RN0331                          SUPERSEDED SURVEY CONTROL
 RN0331
 RN0331  NGVD 29 (??/??/92)  361.402  (m)         1185.70   (f) ADJ UNCH    2 0
 RN0331
 RN0331.Superseded values are not recommended for survey control.
 RN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0331.See file dsdata.txt to determine how the superseded data were derived.
 RN0331
 RN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM487727(NAD 83)
 RN0331
 RN0331_MARKER: DB = BENCH MARK DISK
 RN0331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN0331_SP_SET: LEDGE
 RN0331_STAMPING: 0911 A 1971
 RN0331_MARK LOGO: MNDT  
 RN0331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0331+STABILITY: SURFACE MOTION
 RN0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0331+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0331
 RN0331  HISTORY     - Date     Condition        Report By
 RN0331  HISTORY     - 1971     MONUMENTED       MNDT
 RN0331  HISTORY     - 19920721 GOOD             USPSQD
 RN0331  HISTORY     - 19990401 GOOD             MNDT
 RN0331  HISTORY     - 20020602 GOOD             USPSQD
 RN0331
 RN0331                          STATION DESCRIPTION
 RN0331
 RN0331'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0331'IN ESKO.
 RN0331'MARK IS LOCATED AT ESKO, 165 FEET OF TH 61 NORTHBOUND CENTERLINE, 145
 RN0331'FEET EAST OF COUNTY ROAD 1 (CANOSIA ROAD), 140 FEET NORTHEAST OF THE
 RN0331'SOUTHWEST CORNER OF THE CARLETON SCHOOL, 71 FEET SOUTHEAST OF THE FLAG
 RN0331'POLE, 8 FEET NORTHEAST OF AN ENTRANCE CENTERLINE, IN A CONCRETE LEDGE
 RN0331'ABOUT 1 FOOT ABOVE GROUND.  NW 1/4 SECTION 27, T 49N, R 16W.
 RN0331
 RN0331                          STATION RECOVERY (1992)
 RN0331
 RN0331'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0331'RECOVERED IN GOOD CONDITION.
 RN0331
 RN0331                          STATION RECOVERY (1999)
 RN0331
 RN0331'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0331'THE MARK WAS RECOVERED IN GOOD CONDITION AT ESKO, 165 FT (50.3 M) FROM
 RN0331'NB TH 61, 145 FT (44.2 M) EAST OF CO RD 1 (CANOSIA RD) , 14.0 FT (4.3
 RN0331'M) NE OF SW COR OF CARLTON SCHOOL, 71 FT (21.6 M) SE OF FLAGPOLE, 8 FT
 RN0331'(2.4 M) NE OF ENT.
 RN0331
 RN0331                          STATION RECOVERY (2002)
 RN0331
 RN0331'RECOVERY NOTE BY US POWER SQUADRON 2002 (GBW)
 RN0331'SCHOOL NAME SHOULD BE LINCOLN HIGH SCHOOL, NOT CARLETON SCHOOL
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0332 ***********************************************************************
 RN0332  DESIGNATION -  0911 B
 RN0332  PID         -  RN0332
 RN0332  STATE/COUNTY-  MN/CARLTON
 RN0332  COUNTRY     -  US
 RN0332  USGS QUAD   -  ESKO (1993)
 RN0332
 RN0332                         *CURRENT SURVEY CONTROL
 RN0332  ______________________________________________________________________
 RN0332* NAD 83(1986) POSITION- 46 42 25.     (N) 092 22 07.     (W)   SCALED    
 RN0332* NAVD 88 ORTHO HEIGHT -   355.249  (meters)    1165.51  (feet) ADJUSTED  
 RN0332  ______________________________________________________________________
 RN0332  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 RN0332  DYNAMIC HEIGHT  -        355.276 (meters)     1165.60  (feet) COMP
 RN0332  MODELED GRAVITY -    980,681.0   (mgal)                       NAVD 88
 RN0332
 RN0332  VERT ORDER      -  SECOND    CLASS 0
 RN0332
 RN0332.The horizontal coordinates were scaled from a topographic map and have
 RN0332.an estimated accuracy of +/- 6 seconds.
 RN0332.
 RN0332.The orthometric height was determined by differential leveling and
 RN0332.adjusted in June 1991.
 RN0332
 RN0332.The dynamic height is computed by dividing the NAVD 88
 RN0332.geopotential number by the normal gravity value computed on the
 RN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0332.degrees latitude (g = 980.6199 gals.).
 RN0332
 RN0332.The modeled gravity was interpolated from observed gravity values.
 RN0332
 RN0332;                    North         East    Units  Estimated Accuracy
 RN0332;SPC MN C     -   291,430.      943,850.      MT  (+/- 180 meters Scaled)
 RN0332
 RN0332                          SUPERSEDED SURVEY CONTROL
 RN0332
 RN0332  NGVD 29 (??/??/92)  355.179  (m)         1165.28   (f) ADJ UNCH    2 0
 RN0332
 RN0332.Superseded values are not recommended for survey control.
 RN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0332.See file dsdata.txt to determine how the superseded data were derived.
 RN0332
 RN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM482727(NAD 83)
 RN0332
 RN0332_MARKER: DD = SURVEY DISK
 RN0332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0332_SP_SET: BRIDGE
 RN0332_STAMPING: 0911-B 1971
 RN0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0332
 RN0332  HISTORY     - Date     Condition        Report By
 RN0332  HISTORY     - 1971     MONUMENTED       MNDT
 RN0332  HISTORY     - 19920721 GOOD             USPSQD
 RN0332
 RN0332                          STATION DESCRIPTION
 RN0332
 RN0332'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0332'0.35 MI W FROM ESKO.
 RN0332'MARK IS LOCATED 0.35 MILES WEST ALONG T.H. 61 FROM THE JUNCTION OF
 RN0332'T.H. 61 AND COUNTY ROAD 1 IN ESKO, IN THE SOUTHEAST CORNER (WALKWAY)
 RN0332'OF BRIDGE NO. 4005, T.H. 61 OVER THE MIDWAY RIVER.  NE 1/4 SECTION 28,
 RN0332'T 49N, R 16W.
 RN0332
 RN0332                          STATION RECOVERY (1992)
 RN0332
 RN0332'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0339 ***********************************************************************
 RN0339  DESIGNATION -  0911 C
 RN0339  PID         -  RN0339
 RN0339  STATE/COUNTY-  MN/CARLTON
 RN0339  COUNTRY     -  US
 RN0339  USGS QUAD   -  CLOQUET (1954)
 RN0339
 RN0339                         *CURRENT SURVEY CONTROL
 RN0339  ______________________________________________________________________
 RN0339* NAD 83(1986) POSITION- 46 42 18.     (N) 092 24 29.     (W)   SCALED    
 RN0339* NAVD 88 ORTHO HEIGHT -   340.045  (meters)    1115.63  (feet) ADJUSTED  
 RN0339  ______________________________________________________________________
 RN0339  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 RN0339  DYNAMIC HEIGHT  -        340.069 (meters)     1115.71  (feet) COMP
 RN0339  MODELED GRAVITY -    980,676.5   (mgal)                       NAVD 88
 RN0339
 RN0339  VERT ORDER      -  SECOND    CLASS 0
 RN0339
 RN0339.The horizontal coordinates were scaled from a topographic map and have
 RN0339.an estimated accuracy of +/- 6 seconds.
 RN0339.
 RN0339.The orthometric height was determined by differential leveling and
 RN0339.adjusted in June 1991.
 RN0339
 RN0339.The dynamic height is computed by dividing the NAVD 88
 RN0339.geopotential number by the normal gravity value computed on the
 RN0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0339.degrees latitude (g = 980.6199 gals.).
 RN0339
 RN0339.The modeled gravity was interpolated from observed gravity values.
 RN0339
 RN0339;                    North         East    Units  Estimated Accuracy
 RN0339;SPC MN C     -   291,150.      940,840.      MT  (+/- 180 meters Scaled)
 RN0339
 RN0339                          SUPERSEDED SURVEY CONTROL
 RN0339
 RN0339  NGVD 29 (??/??/92)  339.966  (m)         1115.37   (f) ADJ UNCH    2 0
 RN0339
 RN0339.Superseded values are not recommended for survey control.
 RN0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0339.See file dsdata.txt to determine how the superseded data were derived.
 RN0339
 RN0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM452725(NAD 83)
 RN0339
 RN0339_MARKER: DD = SURVEY DISK
 RN0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0339_SP_SET: CULVERT
 RN0339_STAMPING: 0911-C 1971
 RN0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0339
 RN0339  HISTORY     - Date     Condition        Report By
 RN0339  HISTORY     - 1971     MONUMENTED       MNDT
 RN0339  HISTORY     - 19920721 MARK NOT FOUND   USPSQD
 RN0339
 RN0339                          STATION DESCRIPTION
 RN0339
 RN0339'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0339'0.75 MI E FROM SCANLON.
 RN0339'MARK IS LOCATED 0.75 MILES EAST ALONG T.H. 61 FROM THE JUNCTION OF
 RN0339'T.H. 61 AND COUNTY ROAD 45 IN SCANLON, 0.15 EAST OF HIGHWAY DEPARTMENT
 RN0339'TRUCK-WEIGHT STATION, 100 FEET EAST OF THE T.H. 61 SOUTHBOUND ENTRANCE
 RN0339'TO THE WEIGHT STATION, IN THE SOUTHEAST CORNER OF THE SOUTH HEADWALL
 RN0339'OF A 4 X 4 FT. BOX CULVERT UNDER T.H. 61 AT A SMALL CREEK. NW 1/4
 RN0339'SECTION 29, T 49N, R 16W.
 RN0339
 RN0339                          STATION RECOVERY (1992)
 RN0339
 RN0339'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8068 ***********************************************************************
 AI8068  DESIGNATION -  0911 E
 AI8068  PID         -  AI8068
 AI8068  STATE/COUNTY-  MN/CARLTON
 AI8068  COUNTRY     -  US
 AI8068  USGS QUAD   -  CLOQUET (1954)
 AI8068
 AI8068                         *CURRENT SURVEY CONTROL
 AI8068  ______________________________________________________________________
 AI8068* NAD 83(1986) POSITION- 46 42 13.05   (N) 092 25 07.07   (W)   HD_HELD1  
 AI8068* NAVD 88 ORTHO HEIGHT -   344.426  (meters)    1130.00  (feet) ADJUSTED  
 AI8068  ______________________________________________________________________
 AI8068  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 AI8068  DYNAMIC HEIGHT  -        344.451 (meters)     1130.09  (feet) COMP
 AI8068  MODELED GRAVITY -    980,675.7   (mgal)                       NAVD 88
 AI8068
 AI8068  VERT ORDER      -  SECOND    CLASS I
 AI8068
 AI8068.The horizontal coordinates were established by differentially corrected
 AI8068.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8068.
 AI8068.The orthometric height was determined by differential leveling and
 AI8068.adjusted in March 2005.
 AI8068
 AI8068.The dynamic height is computed by dividing the NAVD 88
 AI8068.geopotential number by the normal gravity value computed on the
 AI8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8068.degrees latitude (g = 980.6199 gals.).
 AI8068
 AI8068.The modeled gravity was interpolated from observed gravity values.
 AI8068
 AI8068;                    North         East    Units  Estimated Accuracy
 AI8068;SPC MN C     -   290,973.1     940,034.5     MT  (+/- 3 meters HH1 GPS) 
 AI8068
 AI8068                          SUPERSEDED SURVEY CONTROL
 AI8068
 AI8068.No superseded survey control is available for this station.
 AI8068
 AI8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4444272393(NAD 83)
 AI8068
 AI8068_MARKER: DV = VERTICAL CONTROL DISK
 AI8068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8068_SP_SET: BRIDGE RAILING
 AI8068_STAMPING: 0911 E 1999
 AI8068_MARK LOGO: MNDT  
 AI8068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8068+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8068
 AI8068  HISTORY     - Date     Condition        Report By
 AI8068  HISTORY     - 1987     MONUMENTED       MNDT
 AI8068  HISTORY     - 19990816 GOOD             MNDT
 AI8068
 AI8068                          STATION DESCRIPTION
 AI8068
 AI8068'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8068'1.0 MI (1.6 KM) SE OF SCANLON, IN RAILING AT SW COR OF CARLTON CO RD
 AI8068'61 BRDG NO 09513 OVER ST LOUIS RIVER, 0.25 MI (0.40 KM) EAST ALONG CO
 AI8068'RD 61 FROM JCT OF CO RD 61 AND TH 45 IN SCANLON, 22.8 FT (6.9 M) SOUTH
 AI8068'OF CO RD 61, 26.2 FT (8.0 M) EAST OF WEST END OF BRDG RAIL, UP 3.5 FT
 AI8068'(1.1 M) ABOVE BRDG DECK. NOTE--MARK WAS SET IN 1987, BUT YEAR WAS NOT
 AI8068'STAMPED UNTIL 1999.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8069 ***********************************************************************
 AI8069  DESIGNATION -  0911 F
 AI8069  PID         -  AI8069
 AI8069  STATE/COUNTY-  MN/CARLTON
 AI8069  COUNTRY     -  US
 AI8069  USGS QUAD   -  CLOQUET (1954)
 AI8069
 AI8069                         *CURRENT SURVEY CONTROL
 AI8069  ______________________________________________________________________
 AI8069* NAD 83(1986) POSITION- 46 42 14.56   (N) 092 24 59.51   (W)   HD_HELD1  
 AI8069* NAVD 88 ORTHO HEIGHT -   344.391  (meters)    1129.89  (feet) ADJUSTED  
 AI8069  ______________________________________________________________________
 AI8069  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 AI8069  DYNAMIC HEIGHT  -        344.415 (meters)     1129.97  (feet) COMP
 AI8069  MODELED GRAVITY -    980,675.9   (mgal)                       NAVD 88
 AI8069
 AI8069  VERT ORDER      -  SECOND    CLASS I
 AI8069
 AI8069.The horizontal coordinates were established by differentially corrected
 AI8069.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8069.
 AI8069.The orthometric height was determined by differential leveling and
 AI8069.adjusted in March 2005.
 AI8069
 AI8069.The dynamic height is computed by dividing the NAVD 88
 AI8069.geopotential number by the normal gravity value computed on the
 AI8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8069.degrees latitude (g = 980.6199 gals.).
 AI8069
 AI8069.The modeled gravity was interpolated from observed gravity values.
 AI8069
 AI8069;                    North         East    Units  Estimated Accuracy
 AI8069;SPC MN C     -   291,023.4     940,193.9     MT  (+/- 3 meters HH1 GPS) 
 AI8069
 AI8069                          SUPERSEDED SURVEY CONTROL
 AI8069
 AI8069.No superseded survey control is available for this station.
 AI8069
 AI8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4460272441(NAD 83)
 AI8069
 AI8069_MARKER: DV = VERTICAL CONTROL DISK
 AI8069_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI8069_SP_SET: BRIDGE RAILING
 AI8069_STAMPING: 0911 F 1999
 AI8069_MARK LOGO: MNDT  
 AI8069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8069+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8069
 AI8069  HISTORY     - Date     Condition        Report By
 AI8069  HISTORY     - 1987     MONUMENTED       MNDT
 AI8069  HISTORY     - 19990816 GOOD             MNDT
 AI8069
 AI8069                          STATION DESCRIPTION
 AI8069
 AI8069'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8069'1.0 MI (1.6 KM) SE OF SCANLON, IN BRDG RAILING AT SE COR OF CARLTON CO
 AI8069'RD 61 BRDG NO 09513 OVER ST LOUIS RIVER, 0.35 MI (0.56 KM) EAST ALONG
 AI8069'CO RD 61 FROM JCT OF CO RD 61 AND TH 45 IN SCANLON, 22.5 FT (6.9 M)
 AI8069'SOUTH OF CO RD 61, 25.85 FT (7.88 M) WEST OF EAST END OF BRDG RAIL,
 AI8069'3.5 FT (1.1 M) ABOVE BRDG DECK. NOTE--MARK WAS SET IN 1987, BUT YEAR
 AI8069'WAS NOT STAMPED UNTIL 1999.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9357 ***********************************************************************
 AE9357  DESIGNATION -  0912 A
 AE9357  PID         -  AE9357
 AE9357  STATE/COUNTY-  MN/CARLTON
 AE9357  COUNTRY     -  US
 AE9357  USGS QUAD   -  CROMWELL WEST (1982)
 AE9357
 AE9357                         *CURRENT SURVEY CONTROL
 AE9357  ______________________________________________________________________
 AE9357* NAD 83(2007) POSITION- 46 40 28.34537(N) 092 53 01.55067(W)   ADJUSTED  
 AE9357* NAD 83(2007) ELLIP HT-   374.455 (meters)        (02/10/07)   ADJUSTED
 AE9357* NAD 83(2007) EPOCH   -  2002.00
 AE9357* NAVD 88 ORTHO HEIGHT -   402.696  (meters)    1321.18  (feet) ADJUSTED  
 AE9357  ______________________________________________________________________
 AE9357  NAD 83(2007) X  -   -220,575.601 (meters)                     COMP
 AE9357  NAD 83(2007) Y  - -4,378,783.134 (meters)                     COMP
 AE9357  NAD 83(2007) Z  -  4,617,287.072 (meters)                     COMP
 AE9357  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC09
 AE9357  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 AE9357  DYNAMIC HEIGHT  -        402.721 (meters)     1321.26  (feet) COMP
 AE9357  MODELED GRAVITY -    980,664.5   (mgal)                       NAVD 88
 AE9357
 AE9357  VERT ORDER      -  SECOND    CLASS I
 AE9357
 AE9357  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9357  Type                                         Horiz  Ellip  Dist(km)
 AE9357  -------------------------------------------------------------------
 AE9357  NETWORK                                       0.76   1.14
 AE9357  -------------------------------------------------------------------
 AE9357  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.73   1.10      1.63
 AE9357  -------------------------------------------------------------------
 AE9357  NOTE: Click here for information on individual local accuracy
 AE9357  values and other accuracy information.
 AE9357
 AE9357
 AE9357.The horizontal coordinates were established by GPS observations
 AE9357.and adjusted by the National Geodetic Survey in February 2007.
 AE9357
 AE9357.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9357.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9357
 AE9357.The horizontal coordinates are valid at the epoch date displayed above
 AE9357.which is a decimal equivalence of Year/Month/Day.
 AE9357
 AE9357.The orthometric height was determined by differential leveling and
 AE9357.adjusted in August 2000.
 AE9357
 AE9357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9357
 AE9357.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9357
 AE9357.The ellipsoidal height was determined by GPS observations
 AE9357.and is referenced to NAD 83.
 AE9357
 AE9357.The dynamic height is computed by dividing the NAVD 88
 AE9357.geopotential number by the normal gravity value computed on the
 AE9357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9357.degrees latitude (g = 980.6199 gals.).
 AE9357
 AE9357.The modeled gravity was interpolated from observed gravity values.
 AE9357
 AE9357. The following values were computed from the NAD 83(2007) position.
 AE9357
 AE9357;                    North         East     Units Scale Factor Converg.
 AE9357;SPC MN C     -   287,022.598   904,528.228   MT  0.99993957   +0 59 17.9
 AE9357;SPC MN C     -   941,673.31  2,967,606.36   sFT  0.99993957   +0 59 17.9
 AE9357;UTM  15      - 5,169,004.556   508,890.420   MT  0.99960097   +0 05 04.4
 AE9357
 AE9357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9357!SPC MN C     -   0.99994131  x   0.99993957  =   0.99988088
 AE9357!UTM  15      -   0.99994131  x   0.99960097  =   0.99954230
 AE9357
 AE9357:                Primary Azimuth Mark                     Grid Az
 AE9357:SPC MN C     -  0912 B                                   213 10 45.4
 AE9357:UTM  15      -  0912 B                                   214 04 58.9
 AE9357
 AE9357|---------------------------------------------------------------------|
 AE9357| PID    Reference Object                     Distance      Geod. Az  |
 AE9357|                                                           dddmmss.s |
 AE9357| AE9358 0912 B                              APPROX. 1.5 KM 2141003.3 |
 AE9357|---------------------------------------------------------------------|
 AE9357
 AE9357                          SUPERSEDED SURVEY CONTROL
 AE9357
 AE9357  NAD 83(1996)-  46 40 28.34513(N)    092 53 01.55037(W) AD(       ) 1
 AE9357  ELLIP H (05/11/98)  374.495  (m)                       GP(       ) 4 1
 AE9357  NAVD 88 (05/11/98)  402.70   (m)         1321.2    (f) LEVELING    3  
 AE9357
 AE9357.Superseded values are not recommended for survey control.
 AE9357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9357.See file dsdata.txt to determine how the superseded data were derived.
 AE9357
 AE9357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0889069004(NAD 83)
 AE9357
 AE9357_MARKER: DD = SURVEY DISK
 AE9357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9357_STAMPING: 0912 A 1997
 AE9357_MARK LOGO: MNDT  
 AE9357_PROJECTION: FLUSH
 AE9357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9357+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9357_ROD/PIPE-DEPTH:  9.1 meters
 AE9357
 AE9357  HISTORY     - Date     Condition        Report By
 AE9357  HISTORY     - 1997     MONUMENTED       MNDT
 AE9357  HISTORY     - 19970701 GOOD             MNDT
 AE9357
 AE9357                          STATION DESCRIPTION
 AE9357
 AE9357'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9357'0.35 MI (0.56 KM) SOUTH OF CROMWELL, 0.35 MI (0.56 KM) SOUTH ALONG TH
 AE9357'73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP 24.85, 131 FT
 AE9357'(39.9 M) EAST OF TH 73, 59.0 FT (18.0 M) NORTH OF SOUTH ENT TO CO
 AE9357'MAINT GARAGE, 10.3 FT (3.1 M) SW OF P-POLE , 98.8 FT (30.1 M) WNW OF
 AE9357'LIGHT POLE, 10.3 FT (3.1 M) SW OF WIT POST.
 AE9357
 AE9357                          STATION RECOVERY (1997)
 AE9357
 AE9357'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9357'0.35 MI (0.56 KM) SOUTH OF CROMWELL, 0.35 MI (0.56 KM) SOUTH ALONG TH
 AE9357'73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP 24.85, 131 FT
 AE9357'(39.9 M) EAST OF TH 73, 59.0 FT (18.0 M) NORTH OF SOUTH ENT TO CO
 AE9357'MAINT GARAGE, 10.3 FT (3.1 M) SW OF P-POLE , 98.8 FT (30.1 M) WNW OF
 AE9357'LIGHT POLE, 10.3 FT (3.1 M) SW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9358 ***********************************************************************
 AE9358  DESIGNATION -  0912 B
 AE9358  PID         -  AE9358
 AE9358  STATE/COUNTY-  MN/CARLTON
 AE9358  COUNTRY     -  US
 AE9358  USGS QUAD   -  CROMWELL WEST (1982)
 AE9358
 AE9358                         *CURRENT SURVEY CONTROL
 AE9358  ______________________________________________________________________
 AE9358* NAD 83(2007) POSITION- 46 39 49.02042(N) 092 53 40.32057(W)   ADJUSTED  
 AE9358* NAD 83(2007) ELLIP HT-   374.478 (meters)        (02/10/07)   ADJUSTED
 AE9358* NAD 83(2007) EPOCH   -  2002.00
 AE9358* NAVD 88 ORTHO HEIGHT -   402.688  (meters)    1321.15  (feet) ADJUSTED  
 AE9358  ______________________________________________________________________
 AE9358  NAD 83(2007) X  -   -221,443.248 (meters)                     COMP
 AE9358  NAD 83(2007) Y  - -4,379,623.834 (meters)                     COMP
 AE9358  NAD 83(2007) Z  -  4,616,453.764 (meters)                     COMP
 AE9358  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC09
 AE9358  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 AE9358  DYNAMIC HEIGHT  -        402.713 (meters)     1321.23  (feet) COMP
 AE9358  MODELED GRAVITY -    980,665.6   (mgal)                       NAVD 88
 AE9358
 AE9358  VERT ORDER      -  SECOND    CLASS I
 AE9358
 AE9358  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9358  Type                                         Horiz  Ellip  Dist(km)
 AE9358  -------------------------------------------------------------------
 AE9358  NETWORK                                       0.43   0.63
 AE9358  -------------------------------------------------------------------
 AE9358  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.38   0.56      2.97
 AE9358  -------------------------------------------------------------------
 AE9358  NOTE: Click here for information on individual local accuracy
 AE9358  values and other accuracy information.
 AE9358
 AE9358
 AE9358.The horizontal coordinates were established by GPS observations
 AE9358.and adjusted by the National Geodetic Survey in February 2007.
 AE9358
 AE9358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9358.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9358
 AE9358.The horizontal coordinates are valid at the epoch date displayed above
 AE9358.which is a decimal equivalence of Year/Month/Day.
 AE9358
 AE9358.The orthometric height was determined by differential leveling and
 AE9358.adjusted in August 2000.
 AE9358
 AE9358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9358
 AE9358.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9358
 AE9358.The ellipsoidal height was determined by GPS observations
 AE9358.and is referenced to NAD 83.
 AE9358
 AE9358.The dynamic height is computed by dividing the NAVD 88
 AE9358.geopotential number by the normal gravity value computed on the
 AE9358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9358.degrees latitude (g = 980.6199 gals.).
 AE9358
 AE9358.The modeled gravity was interpolated from observed gravity values.
 AE9358
 AE9358. The following values were computed from the NAD 83(2007) position.
 AE9358
 AE9358;                    North         East     Units Scale Factor Converg.
 AE9358;SPC MN C     -   285,794.379   903,725.139   MT  0.99993846   +0 58 49.9
 AE9358;SPC MN C     -   937,643.73  2,964,971.56   sFT  0.99993846   +0 58 49.9
 AE9358;UTM  15      - 5,167,789.568   508,068.336   MT  0.99960080   +0 04 36.2
 AE9358
 AE9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9358!SPC MN C     -   0.99994130  x   0.99993846  =   0.99987977
 AE9358!UTM  15      -   0.99994130  x   0.99960080  =   0.99954213
 AE9358
 AE9358:                Primary Azimuth Mark                     Grid Az
 AE9358:SPC MN C     -  0912 A                                   033 10 45.2
 AE9358:UTM  15      -  0912 A                                   034 04 58.9
 AE9358
 AE9358|---------------------------------------------------------------------|
 AE9358| PID    Reference Object                     Distance      Geod. Az  |
 AE9358|                                                           dddmmss.s |
 AE9358| AE9357 0912 A                              APPROX. 1.5 KM 0340935.1 |
 AE9358|---------------------------------------------------------------------|
 AE9358
 AE9358                          SUPERSEDED SURVEY CONTROL
 AE9358
 AE9358  NAD 83(1996)-  46 39 49.02019(N)    092 53 40.32028(W) AD(       ) 1
 AE9358  ELLIP H (05/11/98)  374.520  (m)                       GP(       ) 4 1
 AE9358  NAVD 88 (05/11/98)  402.69   (m)         1321.2    (f) LEVELING    3  
 AE9358
 AE9358.Superseded values are not recommended for survey control.
 AE9358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9358.See file dsdata.txt to determine how the superseded data were derived.
 AE9358
 AE9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0806867789(NAD 83)
 AE9358
 AE9358_MARKER: DD = SURVEY DISK
 AE9358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9358_STAMPING: 0912 B 1997
 AE9358_MARK LOGO: MNDT  
 AE9358_PROJECTION: FLUSH
 AE9358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9358+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9358_ROD/PIPE-DEPTH: 22.9 meters
 AE9358
 AE9358  HISTORY     - Date     Condition        Report By
 AE9358  HISTORY     - 1997     MONUMENTED       MNDT
 AE9358  HISTORY     - 19970701 GOOD             MNDT
 AE9358
 AE9358                          STATION DESCRIPTION
 AE9358
 AE9358'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9358'1.45 MI (2.33 KM) SOUTH OF CROMWELL, 1.45 MI (2.33 KM) SOUTH ALONG TH
 AE9358'73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP 23.75, 34.0
 AE9358'FT (10.4 M) WEST OF TH 73, 10.6 FT (3.2 M) NORTH OF P-POLE, 175 FT
 AE9358'(53.3 M) SOUTH OF FENCE LINE WEST, 10.6 FT (3.2 M) NORTH OF WIT POST.
 AE9358
 AE9358                          STATION RECOVERY (1997)
 AE9358
 AE9358'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9358'1.45 MI (2.33 KM) SOUTH OF CROMWELL, 1.45 MI (2.33 KM) SOUTH ALONG TH
 AE9358'73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP 23.75, 34.0
 AE9358'FT (10.4 M) WEST OF TH 73, 10.6 FT (3.2 M) NORTH OF P-POLE, 175 FT
 AE9358'(53.3 M) SOUTH OF FENCE LINE WEST, 10.6 FT (3.2 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9359 ***********************************************************************
 AE9359  DESIGNATION -  0912 C
 AE9359  PID         -  AE9359
 AE9359  STATE/COUNTY-  MN/CARLTON
 AE9359  COUNTRY     -  US
 AE9359  USGS QUAD   -  CROMWELL WEST (1982)
 AE9359
 AE9359                         *CURRENT SURVEY CONTROL
 AE9359  ______________________________________________________________________
 AE9359* NAD 83(2007) POSITION- 46 39 00.63770(N) 092 53 45.53255(W)   ADJUSTED  
 AE9359* NAD 83(2007) ELLIP HT-   375.710 (meters)        (02/10/07)   ADJUSTED
 AE9359* NAD 83(2007) EPOCH   -  2002.00
 AE9359* NAVD 88 ORTHO HEIGHT -   403.888  (meters)    1325.09  (feet) ADJUSTED  
 AE9359  ______________________________________________________________________
 AE9359  NAD 83(2007) X  -   -221,608.855 (meters)                     COMP
 AE9359  NAD 83(2007) Y  - -4,380,704.284 (meters)                     COMP
 AE9359  NAD 83(2007) Z  -  4,615,429.165 (meters)                     COMP
 AE9359  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC09
 AE9359  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 AE9359  DYNAMIC HEIGHT  -        403.915 (meters)     1325.18  (feet) COMP
 AE9359  MODELED GRAVITY -    980,666.6   (mgal)                       NAVD 88
 AE9359
 AE9359  VERT ORDER      -  SECOND    CLASS I
 AE9359
 AE9359  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9359  Type                                         Horiz  Ellip  Dist(km)
 AE9359  -------------------------------------------------------------------
 AE9359  NETWORK                                       0.59   0.80
 AE9359  -------------------------------------------------------------------
 AE9359  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.67      2.87
 AE9359  -------------------------------------------------------------------
 AE9359  NOTE: Click here for information on individual local accuracy
 AE9359  values and other accuracy information.
 AE9359
 AE9359
 AE9359.The horizontal coordinates were established by GPS observations
 AE9359.and adjusted by the National Geodetic Survey in February 2007.
 AE9359
 AE9359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9359.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9359
 AE9359.The horizontal coordinates are valid at the epoch date displayed above
 AE9359.which is a decimal equivalence of Year/Month/Day.
 AE9359
 AE9359.The orthometric height was determined by differential leveling and
 AE9359.adjusted in August 2000.
 AE9359
 AE9359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9359
 AE9359.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9359
 AE9359.The ellipsoidal height was determined by GPS observations
 AE9359.and is referenced to NAD 83.
 AE9359
 AE9359.The dynamic height is computed by dividing the NAVD 88
 AE9359.geopotential number by the normal gravity value computed on the
 AE9359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9359.degrees latitude (g = 980.6199 gals.).
 AE9359
 AE9359.The modeled gravity was interpolated from observed gravity values.
 AE9359
 AE9359. The following values were computed from the NAD 83(2007) position.
 AE9359
 AE9359;                    North         East     Units Scale Factor Converg.
 AE9359;SPC MN C     -   284,298.788   903,639.898   MT  0.99993714   +0 58 46.1
 AE9359;SPC MN C     -   932,736.94  2,964,691.90   sFT  0.99993714   +0 58 46.1
 AE9359;UTM  15      - 5,166,296.012   507,959.551   MT  0.99960078   +0 04 32.3
 AE9359
 AE9359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9359!SPC MN C     -   0.99994111  x   0.99993714  =   0.99987825
 AE9359!UTM  15      -   0.99994111  x   0.99960078  =   0.99954191
 AE9359
 AE9359:                Primary Azimuth Mark                     Grid Az
 AE9359:SPC MN C     -  0912 B                                   003 15 43.3
 AE9359:UTM  15      -  0912 B                                   004 09 57.1
 AE9359
 AE9359|---------------------------------------------------------------------|
 AE9359| PID    Reference Object                     Distance      Geod. Az  |
 AE9359|                                                           dddmmss.s |
 AE9359| AE9358 0912 B                              APPROX. 1.5 KM 0041429.4 |
 AE9359| AE9360 0912 D                              APPROX. 1.5 KM 1722633.1 |
 AE9359|---------------------------------------------------------------------|
 AE9359
 AE9359                          SUPERSEDED SURVEY CONTROL
 AE9359
 AE9359  NAD 83(1996)-  46 39 00.63749(N)    092 53 45.53226(W) AD(       ) 1
 AE9359  ELLIP H (05/11/98)  375.752  (m)                       GP(       ) 4 1
 AE9359  NAVD 88 (05/11/98)  403.89   (m)         1325.1    (f) LEVELING    3  
 AE9359
 AE9359.Superseded values are not recommended for survey control.
 AE9359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9359.See file dsdata.txt to determine how the superseded data were derived.
 AE9359
 AE9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0795966296(NAD 83)
 AE9359
 AE9359_MARKER: DD = SURVEY DISK
 AE9359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9359_STAMPING: 0912 C 1997
 AE9359_MARK LOGO: MNDT  
 AE9359_PROJECTION: FLUSH
 AE9359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9359+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9359_ROD/PIPE-DEPTH:  2.4 meters
 AE9359
 AE9359  HISTORY     - Date     Condition        Report By
 AE9359  HISTORY     - 1997     MONUMENTED       MNDT
 AE9359  HISTORY     - 19970701 GOOD             MNDT
 AE9359
 AE9359                          STATION DESCRIPTION
 AE9359
 AE9359'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9359'2.4 MI (3.9 KM) SOUTH OF CROMWELL, 2.4 MI (3.9 KM) SOUTH ALONG TH 73
 AE9359'FROM JCT TH 73 AND TH 210 IN CROMWELL TO TH 73 MP 22.9, THEN 0.1 MI
 AE9359'(0.2 KM) WEST ON CO RD 123 (EAGLE LAKE RD) , 29.0 FT (8.8 M) SOUTH OF
 AE9359'CO RD 123, 114.5 FT (34.9 M) SSE OF SE COR OF HOUSE NO 5719, AND 6.0
 AE9359'FT (1.8 M) WEST OF WIT POST.
 AE9359
 AE9359                          STATION RECOVERY (1997)
 AE9359
 AE9359'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9359'2.4 MI (3.9 KM) SOUTH OF CROMWELL, 2.4 MI (3.9 KM) SOUTH ALONG TH 73
 AE9359'FROM JCT TH 73 AND TH 210 IN CROMWELL TO TH 73 MP 22.9, THEN 0.1 MI
 AE9359'(0.2 KM) WEST ON CO RD 123 (EAGLE LAKE RD) , 29.0 FT (8.8 M) SOUTH OF
 AE9359'CO RD 123, 114.5 FT (34.9 M) SSE OF SE COR OF HOUSE NO 5719, AND 6.0
 AE9359'FT (1.8 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9360 ***********************************************************************
 AE9360  DESIGNATION -  0912 D
 AE9360  PID         -  AE9360
 AE9360  STATE/COUNTY-  MN/CARLTON
 AE9360  COUNTRY     -  US
 AE9360  USGS QUAD   -  CROMWELL WEST (1982)
 AE9360
 AE9360                         *CURRENT SURVEY CONTROL
 AE9360  ______________________________________________________________________
 AE9360* NAD 83(2007) POSITION- 46 38 13.23527(N) 092 53 36.40213(W)   ADJUSTED  
 AE9360* NAD 83(2007) ELLIP HT-   372.257 (meters)        (02/10/07)   ADJUSTED
 AE9360* NAD 83(2007) EPOCH   -  2002.00
 AE9360* NAVD 88 ORTHO HEIGHT -   400.396  (meters)    1313.63  (feet) ADJUSTED  
 AE9360  ______________________________________________________________________
 AE9360  NAD 83(2007) X  -   -221,468.547 (meters)                     COMP
 AE9360  NAD 83(2007) Y  - -4,381,774.703 (meters)                     COMP
 AE9360  NAD 83(2007) Z  -  4,614,421.692 (meters)                     COMP
 AE9360  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC09
 AE9360  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 AE9360  DYNAMIC HEIGHT  -        400.422 (meters)     1313.72  (feet) COMP
 AE9360  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 AE9360
 AE9360  VERT ORDER      -  SECOND    CLASS I
 AE9360
 AE9360  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9360  Type                                         Horiz  Ellip  Dist(km)
 AE9360  -------------------------------------------------------------------
 AE9360  NETWORK                                       0.45   0.67
 AE9360  -------------------------------------------------------------------
 AE9360  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.53      2.18
 AE9360  -------------------------------------------------------------------
 AE9360  NOTE: Click here for information on individual local accuracy
 AE9360  values and other accuracy information.
 AE9360
 AE9360
 AE9360.The horizontal coordinates were established by GPS observations
 AE9360.and adjusted by the National Geodetic Survey in February 2007.
 AE9360
 AE9360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9360.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9360
 AE9360.The horizontal coordinates are valid at the epoch date displayed above
 AE9360.which is a decimal equivalence of Year/Month/Day.
 AE9360
 AE9360.The orthometric height was determined by differential leveling and
 AE9360.adjusted in August 2000.
 AE9360
 AE9360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9360
 AE9360.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9360
 AE9360.The ellipsoidal height was determined by GPS observations
 AE9360.and is referenced to NAD 83.
 AE9360
 AE9360.The dynamic height is computed by dividing the NAVD 88
 AE9360.geopotential number by the normal gravity value computed on the
 AE9360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9360.degrees latitude (g = 980.6199 gals.).
 AE9360
 AE9360.The modeled gravity was interpolated from observed gravity values.
 AE9360
 AE9360. The following values were computed from the NAD 83(2007) position.
 AE9360
 AE9360;                    North         East     Units Scale Factor Converg.
 AE9360;SPC MN C     -   282,838.685   903,859.075   MT  0.99993590   +0 58 52.7
 AE9360;SPC MN C     -   927,946.59  2,965,410.98   sFT  0.99993590   +0 58 52.7
 AE9360;UTM  15      - 5,164,833.124   508,155.602   MT  0.99960082   +0 04 38.9
 AE9360
 AE9360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9360!SPC MN C     -   0.99994165  x   0.99993590  =   0.99987755
 AE9360!UTM  15      -   0.99994165  x   0.99960082  =   0.99954249
 AE9360
 AE9360:                Primary Azimuth Mark                     Grid Az
 AE9360:SPC MN C     -  0912 C                                   351 27 47.0
 AE9360:UTM  15      -  0912 C                                   352 22 00.8
 AE9360
 AE9360|---------------------------------------------------------------------|
 AE9360| PID    Reference Object                     Distance      Geod. Az  |
 AE9360|                                                           dddmmss.s |
 AE9360| AE9359 0912 C                              APPROX. 1.5 KM 3522639.7 |
 AE9360|---------------------------------------------------------------------|
 AE9360
 AE9360                          SUPERSEDED SURVEY CONTROL
 AE9360
 AE9360  NAD 83(1996)-  46 38 13.23509(N)    092 53 36.40183(W) AD(       ) 1
 AE9360  ELLIP H (05/11/98)  372.300  (m)                       GP(       ) 4 1
 AE9360  NAVD 88 (05/11/98)  400.40   (m)         1313.6    (f) LEVELING    3  
 AE9360
 AE9360.Superseded values are not recommended for survey control.
 AE9360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9360.See file dsdata.txt to determine how the superseded data were derived.
 AE9360
 AE9360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0815564833(NAD 83)
 AE9360
 AE9360_MARKER: DD = SURVEY DISK
 AE9360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9360_STAMPING: 0912 D 1997
 AE9360_MARK LOGO: MNDT  
 AE9360_PROJECTION: FLUSH
 AE9360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9360+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9360_ROD/PIPE-DEPTH:  0.8 meters
 AE9360
 AE9360  HISTORY     - Date     Condition        Report By
 AE9360  HISTORY     - 1997     MONUMENTED       MNDT
 AE9360  HISTORY     - 19970701 GOOD             MNDT
 AE9360
 AE9360                          STATION DESCRIPTION
 AE9360
 AE9360'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9360'3.3 MI (5.3 KM) SOUTH OF CROMWELL, 3.3 MI (5.3 KM) SOUTH ALONG TH 73
 AE9360'FROM JCT TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP 21.9, 44.0 FT (13.4
 AE9360'M) WEST OF TH 73, 7.7 FT (2.3 M) SOUTH OF P-POLE, 26.0 FT (7.9 M)
 AE9360'SOUTH OF EXT FENCE LINE EAST, 7.5 FT (2.3 M) NORTH OF DRIVEWAY, AND
 AE9360'7.7 FT (2.3 M) SOUTH OF WIT POST.
 AE9360
 AE9360                          STATION RECOVERY (1997)
 AE9360
 AE9360'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9360'3.3 MI (5.3 KM) SOUTH OF CROMWELL, 3.3 MI (5.3 KM) SOUTH ALONG TH 73
 AE9360'FROM JCT TH 73 AND TH 210 IN CROMWELL, AT TH 73 MP 21.9, 44.0 FT (13.4
 AE9360'M) WEST OF TH 73, 7.7 FT (2.3 M) SOUTH OF P-POLE, 26.0 FT (7.9 M)
 AE9360'SOUTH OF EXT FENCE LINE EAST, 7.5 FT (2.3 M) NORTH OF DRIVEWAY, AND
 AE9360'7.7 FT (2.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9361 ***********************************************************************
 AE9361  DESIGNATION -  0912 E
 AE9361  PID         -  AE9361
 AE9361  STATE/COUNTY-  MN/CARLTON
 AE9361  COUNTRY     -  US
 AE9361  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9361
 AE9361                         *CURRENT SURVEY CONTROL
 AE9361  ______________________________________________________________________
 AE9361* NAD 83(2007) POSITION- 46 36 27.14818(N) 092 53 30.98953(W)   ADJUSTED  
 AE9361* NAD 83(2007) ELLIP HT-   370.411 (meters)        (02/10/07)   ADJUSTED
 AE9361* NAD 83(2007) EPOCH   -  2002.00
 AE9361* NAVD 88 ORTHO HEIGHT -   398.470  (meters)    1307.31  (feet) ADJUSTED  
 AE9361  ______________________________________________________________________
 AE9361  NAD 83(2007) X  -   -221,473.636 (meters)                     COMP
 AE9361  NAD 83(2007) Y  - -4,384,157.368 (meters)                     COMP
 AE9361  NAD 83(2007) Z  -  4,612,170.359 (meters)                     COMP
 AE9361  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC09
 AE9361  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 AE9361  DYNAMIC HEIGHT  -        398.497 (meters)     1307.40  (feet) COMP
 AE9361  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 AE9361
 AE9361  VERT ORDER      -  SECOND    CLASS I
 AE9361
 AE9361  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9361  Type                                         Horiz  Ellip  Dist(km)
 AE9361  -------------------------------------------------------------------
 AE9361  NETWORK                                       0.37   0.53
 AE9361  -------------------------------------------------------------------
 AE9361  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.29   0.49      2.72
 AE9361  -------------------------------------------------------------------
 AE9361  NOTE: Click here for information on individual local accuracy
 AE9361  values and other accuracy information.
 AE9361
 AE9361
 AE9361.The horizontal coordinates were established by GPS observations
 AE9361.and adjusted by the National Geodetic Survey in February 2007.
 AE9361
 AE9361.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9361.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9361
 AE9361.The horizontal coordinates are valid at the epoch date displayed above
 AE9361.which is a decimal equivalence of Year/Month/Day.
 AE9361
 AE9361.The orthometric height was determined by differential leveling and
 AE9361.adjusted in August 2000.
 AE9361
 AE9361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9361
 AE9361.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9361
 AE9361.The ellipsoidal height was determined by GPS observations
 AE9361.and is referenced to NAD 83.
 AE9361
 AE9361.The dynamic height is computed by dividing the NAVD 88
 AE9361.geopotential number by the normal gravity value computed on the
 AE9361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9361.degrees latitude (g = 980.6199 gals.).
 AE9361
 AE9361.The modeled gravity was interpolated from observed gravity values.
 AE9361
 AE9361. The following values were computed from the NAD 83(2007) position.
 AE9361
 AE9361;                    North         East     Units Scale Factor Converg.
 AE9361;SPC MN C     -   279,565.517   904,030.335   MT  0.99993332   +0 58 56.7
 AE9361;SPC MN C     -   917,207.87  2,965,972.86   sFT  0.99993332   +0 58 56.7
 AE9361;UTM  15      - 5,161,558.755   508,275.167   MT  0.99960084   +0 04 42.7
 AE9361
 AE9361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9361!SPC MN C     -   0.99994194  x   0.99993332  =   0.99987526
 AE9361!UTM  15      -   0.99994194  x   0.99960084  =   0.99954280
 AE9361
 AE9361:                Primary Azimuth Mark                     Grid Az
 AE9361:SPC MN C     -  0912 F                                   183 30 17.2
 AE9361:UTM  15      -  0912 F                                   184 24 31.2
 AE9361
 AE9361|---------------------------------------------------------------------|
 AE9361| PID    Reference Object                     Distance      Geod. Az  |
 AE9361|                                                           dddmmss.s |
 AE9361| AE9362 0912 F                              APPROX. 1.7 KM 1842913.9 |
 AE9361|---------------------------------------------------------------------|
 AE9361
 AE9361                          SUPERSEDED SURVEY CONTROL
 AE9361
 AE9361  NAD 83(1996)-  46 36 27.14801(N)    092 53 30.98924(W) AD(       ) 1
 AE9361  ELLIP H (05/11/98)  370.456  (m)                       GP(       ) 4 1
 AE9361  NAVD 88 (05/11/98)  398.47   (m)         1307.3    (f) LEVELING    3  
 AE9361
 AE9361.Superseded values are not recommended for survey control.
 AE9361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9361.See file dsdata.txt to determine how the superseded data were derived.
 AE9361
 AE9361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0827561558(NAD 83)
 AE9361
 AE9361_MARKER: DD = SURVEY DISK
 AE9361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9361_STAMPING: 0912 E 1997
 AE9361_MARK LOGO: MNDT  
 AE9361_PROJECTION: FLUSH
 AE9361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9361+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9361_ROD/PIPE-DEPTH:  4.6 meters
 AE9361
 AE9361  HISTORY     - Date     Condition        Report By
 AE9361  HISTORY     - 1997     MONUMENTED       MNDT
 AE9361  HISTORY     - 19970701 GOOD             MNDT
 AE9361
 AE9361                          STATION DESCRIPTION
 AE9361
 AE9361'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9361'5.4 MI (8.7 KM) SOUTH OF CROMWELL, 5.4 MI (8.7 KM) SOUTH ALONG TH 73
 AE9361'FROM JCT OF TH 73 AND TH 210 IN CROMWELL TO TH 73 MP 19.85, THEN 0.1
 AE9361'MI (0.2 KM) EAST ON STENBERG RD, 16.5 FT (5.0 M) SOUTH OF STENBERG RD,
 AE9361'151.7 FT (46.2 M) NE OF NE COR OF BLDG, 78.0 FT (23.8 M) ENE OF
 AE9361'P-POLE, 10.3 FT (3.1 M) FROM WIT POST.
 AE9361
 AE9361                          STATION RECOVERY (1997)
 AE9361
 AE9361'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9361'5.4 MI (8.7 KM) SOUTH OF CROMWELL, 5.4 MI (8.7 KM) SOUTH ALONG TH 73
 AE9361'FROM JCT OF TH 73 AND TH 210 IN CROMWELL TO TH 73 MP 19.85, THEN 0.1
 AE9361'MI (0.2 KM) EAST ON STENBERG RD, 16.5 FT (5.0 M) SOUTH OF STENBERG RD,
 AE9361'151.7 FT (46.2 M) NE OF NE COR OF BLDG, 78.0 FT (23.8 M) ENE OF
 AE9361'P-POLE, 10.3 FT (3.1 M) FROM WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9362 ***********************************************************************
 AE9362  DESIGNATION -  0912 F
 AE9362  PID         -  AE9362
 AE9362  STATE/COUNTY-  MN/CARLTON
 AE9362  COUNTRY     -  US
 AE9362  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9362
 AE9362                         *CURRENT SURVEY CONTROL
 AE9362  ______________________________________________________________________
 AE9362* NAD 83(2007) POSITION- 46 35 33.04415(N) 092 53 37.14865(W)   ADJUSTED  
 AE9362* NAD 83(2007) ELLIP HT-   368.218 (meters)        (02/10/07)   ADJUSTED
 AE9362* NAD 83(2007) EPOCH   -  2002.00
 AE9362* NAVD 88 ORTHO HEIGHT -   396.239  (meters)    1299.99  (feet) ADJUSTED  
 AE9362  ______________________________________________________________________
 AE9362  NAD 83(2007) X  -   -221,665.754 (meters)                     COMP
 AE9362  NAD 83(2007) Y  - -4,385,361.628 (meters)                     COMP
 AE9362  NAD 83(2007) Z  -  4,611,020.811 (meters)                     COMP
 AE9362  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC09
 AE9362  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 AE9362  DYNAMIC HEIGHT  -        396.265 (meters)     1300.08  (feet) COMP
 AE9362  MODELED GRAVITY -    980,669.0   (mgal)                       NAVD 88
 AE9362
 AE9362  VERT ORDER      -  SECOND    CLASS I
 AE9362
 AE9362  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9362  Type                                         Horiz  Ellip  Dist(km)
 AE9362  -------------------------------------------------------------------
 AE9362  NETWORK                                       0.40   0.61
 AE9362  -------------------------------------------------------------------
 AE9362  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.27   0.45      1.68
 AE9362  -------------------------------------------------------------------
 AE9362  NOTE: Click here for information on individual local accuracy
 AE9362  values and other accuracy information.
 AE9362
 AE9362
 AE9362.The horizontal coordinates were established by GPS observations
 AE9362.and adjusted by the National Geodetic Survey in February 2007.
 AE9362
 AE9362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9362.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9362
 AE9362.The horizontal coordinates are valid at the epoch date displayed above
 AE9362.which is a decimal equivalence of Year/Month/Day.
 AE9362
 AE9362.The orthometric height was determined by differential leveling and
 AE9362.adjusted in August 2000.
 AE9362
 AE9362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9362
 AE9362.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9362
 AE9362.The ellipsoidal height was determined by GPS observations
 AE9362.and is referenced to NAD 83.
 AE9362
 AE9362.The dynamic height is computed by dividing the NAVD 88
 AE9362.geopotential number by the normal gravity value computed on the
 AE9362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9362.degrees latitude (g = 980.6199 gals.).
 AE9362
 AE9362.The modeled gravity was interpolated from observed gravity values.
 AE9362
 AE9362. The following values were computed from the NAD 83(2007) position.
 AE9362
 AE9362;                    North         East     Units Scale Factor Converg.
 AE9362;SPC MN C     -   277,892.971   903,927.898   MT  0.99993211   +0 58 52.2
 AE9362;SPC MN C     -   911,720.52  2,965,636.78   sFT  0.99993211   +0 58 52.2
 AE9362;UTM  15      - 5,159,888.588   508,146.401   MT  0.99960082   +0 04 38.1
 AE9362
 AE9362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9362!SPC MN C     -   0.99994228  x   0.99993211  =   0.99987440
 AE9362!UTM  15      -   0.99994228  x   0.99960082  =   0.99954313
 AE9362
 AE9362:                Primary Azimuth Mark                     Grid Az
 AE9362:SPC MN C     -  0912 E                                   003 30 17.2
 AE9362:UTM  15      -  0912 E                                   004 24 31.3
 AE9362
 AE9362|---------------------------------------------------------------------|
 AE9362| PID    Reference Object                     Distance      Geod. Az  |
 AE9362|                                                           dddmmss.s |
 AE9362| AE9361 0912 E                              APPROX. 1.7 KM 0042909.4 |
 AE9362|---------------------------------------------------------------------|
 AE9362
 AE9362                          SUPERSEDED SURVEY CONTROL
 AE9362
 AE9362  NAD 83(1996)-  46 35 33.04399(N)    092 53 37.14834(W) AD(       ) 1
 AE9362  ELLIP H (05/11/98)  368.262  (m)                       GP(       ) 4 1
 AE9362  NAVD 88 (05/11/98)  396.24   (m)         1300.0    (f) LEVELING    3  
 AE9362
 AE9362.Superseded values are not recommended for survey control.
 AE9362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9362.See file dsdata.txt to determine how the superseded data were derived.
 AE9362
 AE9362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0814659888(NAD 83)
 AE9362
 AE9362_MARKER: DD = SURVEY DISK
 AE9362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9362_STAMPING: 0912 F 1997
 AE9362_MARK LOGO: MNDT  
 AE9362_PROJECTION: FLUSH
 AE9362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9362+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9362_ROD/PIPE-DEPTH:  3.0 meters
 AE9362
 AE9362  HISTORY     - Date     Condition        Report By
 AE9362  HISTORY     - 1997     MONUMENTED       MNDT
 AE9362  HISTORY     - 19970701 GOOD             MNDT
 AE9362
 AE9362                          STATION DESCRIPTION
 AE9362
 AE9362'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9362'6.5 MI (10.5 KM) SOUTH OF CROMWELL, 6.45 MI (10.38 KM) SOUTH ALONG TH
 AE9362'73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL TO TH 73 MP 18.85, THEN
 AE9362'0.07 MI (0.11 KM) EAST ON CO RD 4, 46.0 FT (14.0 M) SOUTH OF CO RD 4,
 AE9362'102 FT (31.1 M) WEST OF EXT GRAVEL RD NORTH, 61.5 FT (18.7 M) WEST OF
 AE9362'P-POLE WITH GUY WIRE, AND 4.0 FT (1.2 M) NORTH OF WIT POST.
 AE9362
 AE9362                          STATION RECOVERY (1997)
 AE9362
 AE9362'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9362'6.5 MI (10.5 KM) SOUTH OF CROMWELL, 6.45 MI (10.38 KM) SOUTH ALONG TH
 AE9362'73 FROM JCT OF TH 73 AND TH 210 IN CROMWELL TO TH 73 MP 18.85, THEN
 AE9362'0.07 MI (0.11 KM) EAST ON CO RD 4, 46.0 FT (14.0 M) SOUTH OF CO RD 4,
 AE9362'102 FT (31.1 M) WEST OF EXT GRAVEL RD NORTH, 61.5 FT (18.7 M) WEST OF
 AE9362'P-POLE WITH GUY WIRE, AND 4.0 FT (1.2 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9363 ***********************************************************************
 AE9363  DESIGNATION -  0912 G
 AE9363  PID         -  AE9363
 AE9363  STATE/COUNTY-  MN/CARLTON
 AE9363  COUNTRY     -  US
 AE9363  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9363
 AE9363                         *CURRENT SURVEY CONTROL
 AE9363  ______________________________________________________________________
 AE9363* NAD 83(2007) POSITION- 46 35 33.45224(N) 092 54 21.85260(W)   ADJUSTED  
 AE9363* NAD 83(2007) ELLIP HT-   358.658 (meters)        (02/10/07)   ADJUSTED
 AE9363* NAD 83(2007) EPOCH   -  2002.00
 AE9363* NAVD 88 ORTHO HEIGHT -   386.678  (meters)    1268.63  (feet) ADJUSTED  
 AE9363  ______________________________________________________________________
 AE9363  NAD 83(2007) X  -   -222,615.395 (meters)                     COMP
 AE9363  NAD 83(2007) Y  - -4,385,297.779 (meters)                     COMP
 AE9363  NAD 83(2007) Z  -  4,611,022.526 (meters)                     COMP
 AE9363  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC09
 AE9363  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 AE9363  DYNAMIC HEIGHT  -        386.704 (meters)     1268.71  (feet) COMP
 AE9363  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 AE9363
 AE9363  VERT ORDER      -  SECOND    CLASS I
 AE9363
 AE9363  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9363  Type                                         Horiz  Ellip  Dist(km)
 AE9363  -------------------------------------------------------------------
 AE9363  NETWORK                                       0.36   0.53
 AE9363  -------------------------------------------------------------------
 AE9363  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.28   0.47      2.70
 AE9363  -------------------------------------------------------------------
 AE9363  NOTE: Click here for information on individual local accuracy
 AE9363  values and other accuracy information.
 AE9363
 AE9363
 AE9363.The horizontal coordinates were established by GPS observations
 AE9363.and adjusted by the National Geodetic Survey in February 2007.
 AE9363
 AE9363.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9363.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9363
 AE9363.The horizontal coordinates are valid at the epoch date displayed above
 AE9363.which is a decimal equivalence of Year/Month/Day.
 AE9363
 AE9363.The orthometric height was determined by differential leveling and
 AE9363.adjusted in August 2000.
 AE9363
 AE9363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9363
 AE9363.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9363
 AE9363.The ellipsoidal height was determined by GPS observations
 AE9363.and is referenced to NAD 83.
 AE9363
 AE9363.The dynamic height is computed by dividing the NAVD 88
 AE9363.geopotential number by the normal gravity value computed on the
 AE9363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9363.degrees latitude (g = 980.6199 gals.).
 AE9363
 AE9363.The modeled gravity was interpolated from observed gravity values.
 AE9363
 AE9363. The following values were computed from the NAD 83(2007) position.
 AE9363
 AE9363;                    North         East     Units Scale Factor Converg.
 AE9363;SPC MN C     -   277,889.350   902,976.285   MT  0.99993212   +0 58 19.9
 AE9363;SPC MN C     -   911,708.64  2,962,514.70   sFT  0.99993212   +0 58 19.9
 AE9363;UTM  15      - 5,159,899.976   507,195.165   MT  0.99960064   +0 04 05.7
 AE9363
 AE9363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9363!SPC MN C     -   0.99994378  x   0.99993212  =   0.99987590
 AE9363!UTM  15      -   0.99994378  x   0.99960064  =   0.99954444
 AE9363
 AE9363:                Primary Azimuth Mark                     Grid Az
 AE9363:SPC MN C     -  0912 F                                   089 46 55.1
 AE9363:UTM  15      -  0912 F                                   090 41 09.3
 AE9363
 AE9363|---------------------------------------------------------------------|
 AE9363| PID    Reference Object                     Distance      Geod. Az  |
 AE9363|                                                           dddmmss.s |
 AE9363| AE9362 0912 F                              APPROX. 1.0 KM 0904515.0 |
 AE9363|---------------------------------------------------------------------|
 AE9363
 AE9363                          SUPERSEDED SURVEY CONTROL
 AE9363
 AE9363  NAD 83(1996)-  46 35 33.45209(N)    092 54 21.85228(W) AD(       ) 1
 AE9363  ELLIP H (05/11/98)  358.699  (m)                       GP(       ) 4 1
 AE9363  NAVD 88 (05/11/98)  386.68   (m)         1268.6    (f) LEVELING    3  
 AE9363
 AE9363.Superseded values are not recommended for survey control.
 AE9363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9363.See file dsdata.txt to determine how the superseded data were derived.
 AE9363
 AE9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0719559899(NAD 83)
 AE9363
 AE9363_MARKER: DD = SURVEY DISK
 AE9363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9363_STAMPING: 0912 G 1997
 AE9363_MARK LOGO: MNDT  
 AE9363_PROJECTION: FLUSH
 AE9363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9363+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9363_ROD/PIPE-DEPTH:  8.5 meters
 AE9363
 AE9363  HISTORY     - Date     Condition        Report By
 AE9363  HISTORY     - 1997     MONUMENTED       MNDT
 AE9363  HISTORY     - 19970701 GOOD             MNDT
 AE9363
 AE9363                          STATION DESCRIPTION
 AE9363
 AE9363'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9363'6.5 MI (10.5 KM) SOUTH OF CROMWELL, 7.0 MI (11.3 KM) SOUTH ALONG TH 73
 AE9363'FROM JCT OF TH 73 AND TH 210 IN CROMWELL, THEN 200 FT (61.0 M) WEST ON
 AE9363'HERRANEN RD, AT TH 73 MP 18.3, 121 FT (36.9 M) NW OF TH 73, 21.0 FT
 AE9363'(6.4 M) SOUTH OF HERRANEN RD, 48.0 FT (14.6 M) SOUTH OF FENCE, AND 3.0
 AE9363'FT (0.9 M) NORTH OF WIT POST.
 AE9363
 AE9363                          STATION RECOVERY (1997)
 AE9363
 AE9363'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9363'6.5 MI (10.5 KM) SOUTH OF CROMWELL, 7.0 MI (11.3 KM) SOUTH ALONG TH 73
 AE9363'FROM JCT OF TH 73 AND TH 210 IN CROMWELL, THEN 200 FT (61.0 M) WEST ON
 AE9363'HERRANEN RD, AT TH 73 MP 18.3, 121 FT (36.9 M) NW OF TH 73, 21.0 FT
 AE9363'(6.4 M) SOUTH OF HERRANEN RD, 48.0 FT (14.6 M) SOUTH OF FENCE, AND 3.0
 AE9363'FT (0.9 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9364 ***********************************************************************
 AE9364  DESIGNATION -  0912 H
 AE9364  PID         -  AE9364
 AE9364  STATE/COUNTY-  MN/CARLTON
 AE9364  COUNTRY     -  US
 AE9364  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9364
 AE9364                         *CURRENT SURVEY CONTROL
 AE9364  ______________________________________________________________________
 AE9364* NAD 83(2007) POSITION- 46 33 49.64759(N) 092 54 23.30477(W)   ADJUSTED  
 AE9364* NAD 83(2007) ELLIP HT-   354.131 (meters)        (02/10/07)   ADJUSTED
 AE9364* NAD 83(2007) EPOCH   -  2002.00
 AE9364* NAVD 88 ORTHO HEIGHT -   382.098  (meters)    1253.60  (feet) ADJUSTED  
 AE9364  ______________________________________________________________________
 AE9364  NAD 83(2007) X  -   -222,764.164 (meters)                     COMP
 AE9364  NAD 83(2007) Y  - -4,387,618.315 (meters)                     COMP
 AE9364  NAD 83(2007) Z  -  4,608,815.885 (meters)                     COMP
 AE9364  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC09
 AE9364  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 AE9364  DYNAMIC HEIGHT  -        382.124 (meters)     1253.69  (feet) COMP
 AE9364  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 AE9364
 AE9364  VERT ORDER      -  SECOND    CLASS I
 AE9364
 AE9364  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9364  Type                                         Horiz  Ellip  Dist(km)
 AE9364  -------------------------------------------------------------------
 AE9364  NETWORK                                       0.34   0.51
 AE9364  -------------------------------------------------------------------
 AE9364  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.25   0.42      2.86
 AE9364  -------------------------------------------------------------------
 AE9364  NOTE: Click here for information on individual local accuracy
 AE9364  values and other accuracy information.
 AE9364
 AE9364
 AE9364.The horizontal coordinates were established by GPS observations
 AE9364.and adjusted by the National Geodetic Survey in February 2007.
 AE9364
 AE9364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9364.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9364
 AE9364.The horizontal coordinates are valid at the epoch date displayed above
 AE9364.which is a decimal equivalence of Year/Month/Day.
 AE9364
 AE9364.The orthometric height was determined by differential leveling and
 AE9364.adjusted in August 2000.
 AE9364
 AE9364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9364
 AE9364.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9364
 AE9364.The ellipsoidal height was determined by GPS observations
 AE9364.and is referenced to NAD 83.
 AE9364
 AE9364.The dynamic height is computed by dividing the NAVD 88
 AE9364.geopotential number by the normal gravity value computed on the
 AE9364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9364.degrees latitude (g = 980.6199 gals.).
 AE9364
 AE9364.The modeled gravity was interpolated from observed gravity values.
 AE9364
 AE9364. The following values were computed from the NAD 83(2007) position.
 AE9364
 AE9364;                    North         East     Units Scale Factor Converg.
 AE9364;SPC MN C     -   274,684.176   902,999.744   MT  0.99992999   +0 58 18.8
 AE9364;SPC MN C     -   901,193.00  2,962,591.66   sFT  0.99992999   +0 58 18.8
 AE9364;UTM  15      - 5,156,695.889   507,168.064   MT  0.99960063   +0 04 04.5
 AE9364
 AE9364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9364!SPC MN C     -   0.99994449  x   0.99992999  =   0.99987448
 AE9364!UTM  15      -   0.99994449  x   0.99960063  =   0.99954514
 AE9364
 AE9364:                Primary Azimuth Mark                     Grid Az
 AE9364:SPC MN C     -  0912 J                                   187 13 21.9
 AE9364:UTM  15      -  0912 J                                   188 07 36.2
 AE9364
 AE9364|---------------------------------------------------------------------|
 AE9364| PID    Reference Object                     Distance      Geod. Az  |
 AE9364|                                                           dddmmss.s |
 AE9364| AE9365 0912 J                              APPROX. 1.6 KM 1881140.7 |
 AE9364|---------------------------------------------------------------------|
 AE9364
 AE9364                          SUPERSEDED SURVEY CONTROL
 AE9364
 AE9364  NAD 83(1996)-  46 33 49.64742(N)    092 54 23.30447(W) AD(       ) 1
 AE9364  ELLIP H (05/11/98)  354.177  (m)                       GP(       ) 4 1
 AE9364  NAVD 88 (05/11/98)  382.10   (m)         1253.6    (f) LEVELING    3  
 AE9364
 AE9364.Superseded values are not recommended for survey control.
 AE9364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9364.See file dsdata.txt to determine how the superseded data were derived.
 AE9364
 AE9364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0716856695(NAD 83)
 AE9364
 AE9364_MARKER: DV = VERTICAL CONTROL DISK
 AE9364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9364_STAMPING: 0912 H 1997
 AE9364_MARK LOGO: MNDT  
 AE9364_PROJECTION: FLUSH
 AE9364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9364+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9364_ROD/PIPE-DEPTH:  5.5 meters
 AE9364
 AE9364  HISTORY     - Date     Condition        Report By
 AE9364  HISTORY     - 1997     MONUMENTED       MNDT
 AE9364  HISTORY     - 19970701 GOOD             MNDT
 AE9364
 AE9364                          STATION DESCRIPTION
 AE9364
 AE9364'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9364'5.25 MI (8.45 KM) NNW OF KETTLE RIVER, 6.6 MI (10.6 KM) NORTH ALONG TH
 AE9364'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, TO TH 73 MP 16.25,
 AE9364'THEN 0.10 MI (0.16 KM) EAST ON CO RD 156, 34.5 FT (10.5 M) SOUTH OF CO
 AE9364'RD 156, 2.0 FT (0.6 M) WEST OF FENCE, AND 3.5 FT (1.1 M) SW OF WIT
 AE9364'POST.
 AE9364
 AE9364                          STATION RECOVERY (1997)
 AE9364
 AE9364'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9364'5.25 MI (8.45 KM) NNW OF KETTLE RIVER, 6.6 MI (10.6 KM) NORTH ALONG TH
 AE9364'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, TO TH 73 MP 16.25,
 AE9364'THEN 0.10 MI (0.16 KM) EAST ON CO RD 156, 34.5 FT (10.5 M) SOUTH OF CO
 AE9364'RD 156, 2.0 FT (0.6 M) WEST OF FENCE, AND 3.5 FT (1.1 M) SW OF WIT
 AE9364'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9365 ***********************************************************************
 AE9365  DESIGNATION -  0912 J
 AE9365  PID         -  AE9365
 AE9365  STATE/COUNTY-  MN/CARLTON
 AE9365  COUNTRY     -  US
 AE9365  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9365
 AE9365                         *CURRENT SURVEY CONTROL
 AE9365  ______________________________________________________________________
 AE9365* NAD 83(2007) POSITION- 46 32 57.56354(N) 092 54 34.17620(W)   ADJUSTED  
 AE9365* NAD 83(2007) ELLIP HT-   353.143 (meters)        (02/10/07)   ADJUSTED
 AE9365* NAD 83(2007) EPOCH   -  2002.00
 AE9365* NAVD 88 ORTHO HEIGHT -   381.088  (meters)    1250.29  (feet) ADJUSTED  
 AE9365  ______________________________________________________________________
 AE9365  NAD 83(2007) X  -   -223,054.657 (meters)                     COMP
 AE9365  NAD 83(2007) Y  - -4,388,772.140 (meters)                     COMP
 AE9365  NAD 83(2007) Z  -  4,607,709.198 (meters)                     COMP
 AE9365  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC09
 AE9365  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 AE9365  DYNAMIC HEIGHT  -        381.114 (meters)     1250.37  (feet) COMP
 AE9365  MODELED GRAVITY -    980,669.9   (mgal)                       NAVD 88
 AE9365
 AE9365  VERT ORDER      -  SECOND    CLASS I
 AE9365
 AE9365  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9365  Type                                         Horiz  Ellip  Dist(km)
 AE9365  -------------------------------------------------------------------
 AE9365  NETWORK                                       0.41   0.63
 AE9365  -------------------------------------------------------------------
 AE9365  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.26   0.43      1.62
 AE9365  -------------------------------------------------------------------
 AE9365  NOTE: Click here for information on individual local accuracy
 AE9365  values and other accuracy information.
 AE9365
 AE9365
 AE9365.The horizontal coordinates were established by GPS observations
 AE9365.and adjusted by the National Geodetic Survey in February 2007.
 AE9365
 AE9365.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9365.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9365
 AE9365.The horizontal coordinates are valid at the epoch date displayed above
 AE9365.which is a decimal equivalence of Year/Month/Day.
 AE9365
 AE9365.The orthometric height was determined by differential leveling and
 AE9365.adjusted in August 2000.
 AE9365
 AE9365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9365
 AE9365.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9365
 AE9365.The ellipsoidal height was determined by GPS observations
 AE9365.and is referenced to NAD 83.
 AE9365
 AE9365.The dynamic height is computed by dividing the NAVD 88
 AE9365.geopotential number by the normal gravity value computed on the
 AE9365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9365.degrees latitude (g = 980.6199 gals.).
 AE9365
 AE9365.The modeled gravity was interpolated from observed gravity values.
 AE9365
 AE9365. The following values were computed from the NAD 83(2007) position.
 AE9365
 AE9365;                    North         East     Units Scale Factor Converg.
 AE9365;SPC MN C     -   273,072.326   902,795.470   MT  0.99992901   +0 58 10.9
 AE9365;SPC MN C     -   895,904.79  2,961,921.47   sFT  0.99992901   +0 58 10.9
 AE9365;UTM  15      - 5,155,087.992   506,938.461   MT  0.99960059   +0 03 56.5
 AE9365
 AE9365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9365!SPC MN C     -   0.99994464  x   0.99992901  =   0.99987366
 AE9365!UTM  15      -   0.99994464  x   0.99960059  =   0.99954526
 AE9365
 AE9365:                Primary Azimuth Mark                     Grid Az
 AE9365:SPC MN C     -  0912 H                                   007 13 21.9
 AE9365:UTM  15      -  0912 H                                   008 07 36.3
 AE9365
 AE9365|---------------------------------------------------------------------|
 AE9365| PID    Reference Object                     Distance      Geod. Az  |
 AE9365|                                                           dddmmss.s |
 AE9365| AE9364 0912 H                              APPROX. 1.6 KM 0081132.8 |
 AE9365|---------------------------------------------------------------------|
 AE9365
 AE9365                          SUPERSEDED SURVEY CONTROL
 AE9365
 AE9365  NAD 83(1996)-  46 32 57.56337(N)    092 54 34.17590(W) AD(       ) 1
 AE9365  ELLIP H (05/11/98)  353.190  (m)                       GP(       ) 4 1
 AE9365  NAVD 88 (05/11/98)  381.09   (m)         1250.3    (f) LEVELING    3  
 AE9365
 AE9365.Superseded values are not recommended for survey control.
 AE9365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9365.See file dsdata.txt to determine how the superseded data were derived.
 AE9365
 AE9365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0693855087(NAD 83)
 AE9365
 AE9365_MARKER: DD = SURVEY DISK
 AE9365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9365_STAMPING: 0912 J 1997
 AE9365_MARK LOGO: MNDT  
 AE9365_PROJECTION: FLUSH
 AE9365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9365+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9365_ROD/PIPE-DEPTH:  8.5 meters
 AE9365
 AE9365  HISTORY     - Date     Condition        Report By
 AE9365  HISTORY     - 1997     MONUMENTED       MNDT
 AE9365  HISTORY     - 19970701 GOOD             MNDT
 AE9365
 AE9365                          STATION DESCRIPTION
 AE9365
 AE9365'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9365'4.25 MI (6.84 KM) NNW OF KETTLE RIVER, 5.6 MI (9.0 KM) NORTH ALONG TH
 AE9365'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 15.25,
 AE9365'74.0 FT (22.6 M) WEST OF TH 73, 25.0 FT (7.6 M) SOUTH OF CO RD 130,
 AE9365'58.9 FT (18.0 M) SOUTH OF TEL PED A28, 127 FT (38.7 M) SE OF SE COR OF
 AE9365'MOBILE HOME, 105 FT (32.0 M) SE OF WELL HEAD, AND 7.7 FT (2.3 M) NORTH
 AE9365'OF WIT POST.
 AE9365
 AE9365                          STATION RECOVERY (1997)
 AE9365
 AE9365'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9365'4.25 MI (6.84 KM) NNW OF KETTLE RIVER, 5.6 MI (9.0 KM) NORTH ALONG TH
 AE9365'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 15.25,
 AE9365'74.0 FT (22.6 M) WEST OF TH 73, 25.0 FT (7.6 M) SOUTH OF CO RD 130,
 AE9365'58.9 FT (18.0 M) SOUTH OF TEL PED A28, 127 FT (38.7 M) SE OF SE COR OF
 AE9365'MOBILE HOME, 105 FT (32.0 M) SE OF WELL HEAD, AND 7.7 FT (2.3 M) NORTH
 AE9365'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9366 ***********************************************************************
 AE9366  DESIGNATION -  0912 K
 AE9366  PID         -  AE9366
 AE9366  STATE/COUNTY-  MN/CARLTON
 AE9366  COUNTRY     -  US
 AE9366  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9366
 AE9366                         *CURRENT SURVEY CONTROL
 AE9366  ______________________________________________________________________
 AE9366* NAD 83(2007) POSITION- 46 32 05.36293(N) 092 54 29.18136(W)   ADJUSTED  
 AE9366* NAD 83(2007) ELLIP HT-   350.659 (meters)        (02/10/07)   ADJUSTED
 AE9366* NAD 83(2007) EPOCH   -  2002.00
 AE9366* NAVD 88 ORTHO HEIGHT -   378.568  (meters)    1242.02  (feet) ADJUSTED  
 AE9366  ______________________________________________________________________
 AE9366  NAD 83(2007) X  -   -223,007.657 (meters)                     COMP
 AE9366  NAD 83(2007) Y  - -4,389,944.412 (meters)                     COMP
 AE9366  NAD 83(2007) Z  -  4,606,598.656 (meters)                     COMP
 AE9366  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC09
 AE9366  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 AE9366  DYNAMIC HEIGHT  -        378.593 (meters)     1242.10  (feet) COMP
 AE9366  MODELED GRAVITY -    980,670.1   (mgal)                       NAVD 88
 AE9366
 AE9366  VERT ORDER      -  SECOND    CLASS I
 AE9366
 AE9366  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9366  Type                                         Horiz  Ellip  Dist(km)
 AE9366  -------------------------------------------------------------------
 AE9366  NETWORK                                       0.82   1.71
 AE9366  -------------------------------------------------------------------
 AE9366  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.78   1.35      1.59
 AE9366  -------------------------------------------------------------------
 AE9366  NOTE: Click here for information on individual local accuracy
 AE9366  values and other accuracy information.
 AE9366
 AE9366
 AE9366.The horizontal coordinates were established by GPS observations
 AE9366.and adjusted by the National Geodetic Survey in February 2007.
 AE9366
 AE9366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9366.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9366
 AE9366.The horizontal coordinates are valid at the epoch date displayed above
 AE9366.which is a decimal equivalence of Year/Month/Day.
 AE9366
 AE9366.The orthometric height was determined by differential leveling and
 AE9366.adjusted in August 2000.
 AE9366
 AE9366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9366
 AE9366.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9366
 AE9366.The ellipsoidal height was determined by GPS observations
 AE9366.and is referenced to NAD 83.
 AE9366
 AE9366.The dynamic height is computed by dividing the NAVD 88
 AE9366.geopotential number by the normal gravity value computed on the
 AE9366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9366.degrees latitude (g = 980.6199 gals.).
 AE9366
 AE9366.The modeled gravity was interpolated from observed gravity values.
 AE9366
 AE9366. The following values were computed from the NAD 83(2007) position.
 AE9366
 AE9366;                    North         East     Units Scale Factor Converg.
 AE9366;SPC MN C     -   271,462.607   902,929.161   MT  0.99992810   +0 58 14.6
 AE9366;SPC MN C     -   890,623.57  2,962,360.09   sFT  0.99992810   +0 58 14.6
 AE9366;UTM  15      - 5,153,476.893   507,046.702   MT  0.99960061   +0 04 00.1
 AE9366
 AE9366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9366!SPC MN C     -   0.99994503  x   0.99992810  =   0.99987314
 AE9366!UTM  15      -   0.99994503  x   0.99960061  =   0.99954567
 AE9366
 AE9366:                Primary Azimuth Mark                     Grid Az
 AE9366:SPC MN C     -  0912 L                                   178 58 37.4
 AE9366:UTM  15      -  0912 L                                   179 52 51.9
 AE9366
 AE9366|---------------------------------------------------------------------|
 AE9366| PID    Reference Object                     Distance      Geod. Az  |
 AE9366|                                                           dddmmss.s |
 AE9366| AE9367 0912 L                              APPROX. 1.6 KM 1795652.0 |
 AE9366|---------------------------------------------------------------------|
 AE9366
 AE9366                          SUPERSEDED SURVEY CONTROL
 AE9366
 AE9366  NAD 83(1996)-  46 32 05.36291(N)    092 54 29.18102(W) AD(       ) 1
 AE9366  ELLIP H (05/11/98)  350.707  (m)                       GP(       ) 4 1
 AE9366  NAVD 88 (05/11/98)  378.57   (m)         1242.0    (f) LEVELING    3  
 AE9366
 AE9366.Superseded values are not recommended for survey control.
 AE9366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9366.See file dsdata.txt to determine how the superseded data were derived.
 AE9366
 AE9366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0704653476(NAD 83)
 AE9366
 AE9366_MARKER: DD = SURVEY DISK
 AE9366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9366_STAMPING: 0912 K 1997
 AE9366_MARK LOGO: MNDT  
 AE9366_PROJECTION: FLUSH
 AE9366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9366+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9366_ROD/PIPE-DEPTH:  7.6 meters
 AE9366
 AE9366  HISTORY     - Date     Condition        Report By
 AE9366  HISTORY     - 1997     MONUMENTED       MNDT
 AE9366  HISTORY     - 19970701 GOOD             MNDT
 AE9366  HISTORY     - 20040807 GOOD             GEOCAC
 AE9366
 AE9366                          STATION DESCRIPTION
 AE9366
 AE9366'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9366'3.75 MI (6.03 KM) NNW OF KETTLE RIVER, 4.6 MI (7.4 KM) NORTH ALONG TH
 AE9366'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 14.25,
 AE9366'113 FT (34.4 M) EAST OF TH 73, 32.7 FT (10.0 M) SOUTH OF CO RD 131,
 AE9366'86.5 FT (26.4 M) SSE OF TEL PED A22, 139 FT (42.4 M) SOUTH OF FINISH
 AE9366'PIONEER MEMORIAL, AND 2.4 FT (0.7 M) NORTH OF WIT POST.
 AE9366
 AE9366                          STATION RECOVERY (1997)
 AE9366
 AE9366'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9366'3.75 MI (6.03 KM) NNW OF KETTLE RIVER, 4.6 MI (7.4 KM) NORTH ALONG TH
 AE9366'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 14.25,
 AE9366'113 FT (34.4 M) EAST OF TH 73, 32.7 FT (10.0 M) SOUTH OF CO RD 131,
 AE9366'86.5 FT (26.4 M) SSE OF TEL PED A22, 139 FT (42.4 M) SOUTH OF FINISH
 AE9366'PIONEER MEMORIAL, AND 2.4 FT (0.7 M) NORTH OF WIT POST.
 AE9366
 AE9366                          STATION RECOVERY (2004)
 AE9366
 AE9366'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 AE9366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9367 ***********************************************************************
 AE9367  DESIGNATION -  0912 L
 AE9367  PID         -  AE9367
 AE9367  STATE/COUNTY-  MN/CARLTON
 AE9367  COUNTRY     -  US
 AE9367  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9367
 AE9367                         *CURRENT SURVEY CONTROL
 AE9367  ______________________________________________________________________
 AE9367* NAD 83(2007) POSITION- 46 31 13.74180(N) 092 54 29.11320(W)   ADJUSTED  
 AE9367* NAD 83(2007) ELLIP HT-   345.555 (meters)        (02/10/07)   ADJUSTED
 AE9367* NAD 83(2007) EPOCH   -  2002.00
 AE9367* NAVD 88 ORTHO HEIGHT -   373.455  (meters)    1225.24  (feet) ADJUSTED  
 AE9367  ______________________________________________________________________
 AE9367  NAD 83(2007) X  -   -223,064.718 (meters)                     COMP
 AE9367  NAD 83(2007) Y  - -4,391,096.306 (meters)                     COMP
 AE9367  NAD 83(2007) Z  -  4,605,498.235 (meters)                     COMP
 AE9367  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC09
 AE9367  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 AE9367  DYNAMIC HEIGHT  -        373.480 (meters)     1225.33  (feet) COMP
 AE9367  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 AE9367
 AE9367  VERT ORDER      -  SECOND    CLASS I
 AE9367
 AE9367  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9367  Type                                         Horiz  Ellip  Dist(km)
 AE9367  -------------------------------------------------------------------
 AE9367  NETWORK                                       0.87   1.59
 AE9367  -------------------------------------------------------------------
 AE9367  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   1.33      1.90
 AE9367  -------------------------------------------------------------------
 AE9367  NOTE: Click here for information on individual local accuracy
 AE9367  values and other accuracy information.
 AE9367
 AE9367
 AE9367.The horizontal coordinates were established by GPS observations
 AE9367.and adjusted by the National Geodetic Survey in February 2007.
 AE9367
 AE9367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9367.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9367
 AE9367.The horizontal coordinates are valid at the epoch date displayed above
 AE9367.which is a decimal equivalence of Year/Month/Day.
 AE9367
 AE9367.The orthometric height was determined by differential leveling and
 AE9367.adjusted in August 2000.
 AE9367
 AE9367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9367
 AE9367.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9367
 AE9367.The ellipsoidal height was determined by GPS observations
 AE9367.and is referenced to NAD 83.
 AE9367
 AE9367.The dynamic height is computed by dividing the NAVD 88
 AE9367.geopotential number by the normal gravity value computed on the
 AE9367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9367.degrees latitude (g = 980.6199 gals.).
 AE9367
 AE9367.The modeled gravity was interpolated from observed gravity values.
 AE9367
 AE9367. The following values were computed from the NAD 83(2007) position.
 AE9367
 AE9367;                    North         East     Units Scale Factor Converg.
 AE9367;SPC MN C     -   269,869.007   902,957.615   MT  0.99992726   +0 58 14.6
 AE9367;SPC MN C     -   885,395.23  2,962,453.44   sFT  0.99992726   +0 58 14.6
 AE9367;UTM  15      - 5,151,883.563   507,050.009   MT  0.99960061   +0 04 00.1
 AE9367
 AE9367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9367!SPC MN C     -   0.99994583  x   0.99992726  =   0.99987310
 AE9367!UTM  15      -   0.99994583  x   0.99960061  =   0.99954647
 AE9367
 AE9367:                Primary Azimuth Mark                     Grid Az
 AE9367:SPC MN C     -  0912 N                                   158 58 19.8
 AE9367:UTM  15      -  0912 N                                   159 52 34.3
 AE9367
 AE9367|---------------------------------------------------------------------|
 AE9367| PID    Reference Object                     Distance      Geod. Az  |
 AE9367|                                                           dddmmss.s |
 AE9367| AE9368 0912 N                              APPROX. 1.7 KM 1595634.4 |
 AE9367| AE9366 0912 K                              APPROX. 1.6 KM 3595652.0 |
 AE9367|---------------------------------------------------------------------|
 AE9367
 AE9367                          SUPERSEDED SURVEY CONTROL
 AE9367
 AE9367  NAD 83(1996)-  46 31 13.74176(N)    092 54 29.11287(W) AD(       ) 1
 AE9367  ELLIP H (05/11/98)  345.602  (m)                       GP(       ) 4 1
 AE9367  NAVD 88 (05/11/98)  373.46   (m)         1225.3    (f) LEVELING    3  
 AE9367
 AE9367.Superseded values are not recommended for survey control.
 AE9367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9367.See file dsdata.txt to determine how the superseded data were derived.
 AE9367
 AE9367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0705051883(NAD 83)
 AE9367
 AE9367_MARKER: DD = SURVEY DISK
 AE9367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9367_STAMPING: 0912 L 1997
 AE9367_MARK LOGO: MNDT  
 AE9367_PROJECTION: FLUSH
 AE9367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9367+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9367_ROD/PIPE-DEPTH:  4.6 meters
 AE9367
 AE9367  HISTORY     - Date     Condition        Report By
 AE9367  HISTORY     - 1997     MONUMENTED       MNDT
 AE9367  HISTORY     - 19970701 GOOD             MNDT
 AE9367
 AE9367                          STATION DESCRIPTION
 AE9367
 AE9367'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9367'3 MI (4.8 KM) NW OF KETTLE RIVER, 3.55 MI (5.71 KM) NORTH ALONG TH 73
 AE9367'FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 13.2, 74.0
 AE9367'FT (22.6 M) EAST OF TH 73, 45.0 FT (13.7 M) NORTH OF MANNI RD, 21.4 FT
 AE9367'(6.5 M) SE OF SEC COR WIT POST, 13.0 FT (4.0 M) NORTH OF P-POLE, AND
 AE9367'4.0 FT (1.2 M) SOUTH OF WIT POST.
 AE9367
 AE9367                          STATION RECOVERY (1997)
 AE9367
 AE9367'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9367'3 MI (4.8 KM) NW OF KETTLE RIVER, 3.55 MI (5.71 KM) NORTH ALONG TH 73
 AE9367'FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 13.2, 74.0
 AE9367'FT (22.6 M) EAST OF TH 73, 45.0 FT (13.7 M) NORTH OF MANNI RD, 21.4 FT
 AE9367'(6.5 M) SE OF SEC COR WIT POST, 13.0 FT (4.0 M) NORTH OF P-POLE, AND
 AE9367'4.0 FT (1.2 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI1485 ***********************************************************************
 AI1485  DESIGNATION -  0912 M
 AI1485  PID         -  AI1485
 AI1485  STATE/COUNTY-  MN/CARLTON
 AI1485  COUNTRY     -  US
 AI1485  USGS QUAD   -  HEIKKILA CREEK (1982)
 AI1485
 AI1485                         *CURRENT SURVEY CONTROL
 AI1485  ______________________________________________________________________
 AI1485* NAD 83(1986) POSITION- 46 30 30.8    (N) 092 54 17.5    (W)   HD_HELD2  
 AI1485* NAVD 88 ORTHO HEIGHT -   363.916  (meters)    1193.95  (feet) ADJUSTED  
 AI1485  ______________________________________________________________________
 AI1485  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 AI1485  DYNAMIC HEIGHT  -        363.939 (meters)     1194.02  (feet) COMP
 AI1485  MODELED GRAVITY -    980,665.5   (mgal)                       NAVD 88
 AI1485
 AI1485  VERT ORDER      -  SECOND    CLASS I
 AI1485
 AI1485.The horizontal coordinates were established by autonomous hand held GPS
 AI1485.observations and have an estimated accuracy of +/- 10 meters.
 AI1485.
 AI1485.The orthometric height was determined by differential leveling and
 AI1485.adjusted in August 2000.
 AI1485
 AI1485.The dynamic height is computed by dividing the NAVD 88
 AI1485.geopotential number by the normal gravity value computed on the
 AI1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1485.degrees latitude (g = 980.6199 gals.).
 AI1485
 AI1485.The modeled gravity was interpolated from observed gravity values.
 AI1485
 AI1485;                    North         East    Units  Estimated Accuracy
 AI1485;SPC MN C     -   268,548.      903,228.      MT  (+/- 10 meters HH2 GPS)
 AI1485
 AI1485                          SUPERSEDED SURVEY CONTROL
 AI1485
 AI1485.No superseded survey control is available for this station.
 AI1485
 AI1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0729950558(NAD 83)
 AI1485
 AI1485_MARKER: DB = BENCH MARK DISK
 AI1485_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI1485_STAMPING: 0912 M 1997
 AI1485_MARK LOGO: MNDT  
 AI1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1485+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1485
 AI1485  HISTORY     - Date     Condition        Report By
 AI1485  HISTORY     - 1997     MONUMENTED       MNDT
 AI1485
 AI1485                          STATION DESCRIPTION
 AI1485
 AI1485'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AI1485'2 MI (3.2 KM) NW OF KETTLE RIVER, IN RAIL, AT SW COR OF BRIDGE NO
 AI1485'09005 TH 73 OVER KETTLE RIVER, 2.7 MI (4.3 KM) NORTH ALONG TH 73 FROM
 AI1485'JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 12.30, 24.8 FT
 AI1485'(7.6 M) SW OF TH 73, 2.0 FT (0.6 M) NW OF SW COR OF BRDG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9368 ***********************************************************************
 AE9368  DESIGNATION -  0912 N
 AE9368  PID         -  AE9368
 AE9368  STATE/COUNTY-  MN/CARLTON
 AE9368  COUNTRY     -  US
 AE9368  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9368
 AE9368                         *CURRENT SURVEY CONTROL
 AE9368  ______________________________________________________________________
 AE9368* NAD 83(2007) POSITION- 46 30 20.60696(N) 092 54 01.01797(W)   ADJUSTED  
 AE9368* NAD 83(2007) ELLIP HT-   336.064 (meters)        (02/10/07)   ADJUSTED
 AE9368* NAD 83(2007) EPOCH   -  2002.00
 AE9368* NAVD 88 ORTHO HEIGHT -   363.971  (meters)    1194.13  (feet) ADJUSTED  
 AE9368  ______________________________________________________________________
 AE9368  NAD 83(2007) X  -   -222,526.510 (meters)                     COMP
 AE9368  NAD 83(2007) Y  - -4,392,309.049 (meters)                     COMP
 AE9368  NAD 83(2007) Z  -  4,604,362.173 (meters)                     COMP
 AE9368  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC09
 AE9368  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 AE9368  DYNAMIC HEIGHT  -        363.993 (meters)     1194.20  (feet) COMP
 AE9368  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 AE9368
 AE9368  VERT ORDER      -  SECOND    CLASS I
 AE9368
 AE9368  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9368  Type                                         Horiz  Ellip  Dist(km)
 AE9368  -------------------------------------------------------------------
 AE9368  NETWORK                                       0.80   1.39
 AE9368  -------------------------------------------------------------------
 AE9368  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.80      1.75
 AE9368  -------------------------------------------------------------------
 AE9368  NOTE: Click here for information on individual local accuracy
 AE9368  values and other accuracy information.
 AE9368
 AE9368
 AE9368.The horizontal coordinates were established by GPS observations
 AE9368.and adjusted by the National Geodetic Survey in February 2007.
 AE9368
 AE9368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9368.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9368
 AE9368.The horizontal coordinates are valid at the epoch date displayed above
 AE9368.which is a decimal equivalence of Year/Month/Day.
 AE9368
 AE9368.The orthometric height was determined by differential leveling and
 AE9368.adjusted in August 2000.
 AE9368
 AE9368.No vertical observational check was made to the station.
 AE9368
 AE9368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9368
 AE9368.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9368
 AE9368.The ellipsoidal height was determined by GPS observations
 AE9368.and is referenced to NAD 83.
 AE9368
 AE9368.The dynamic height is computed by dividing the NAVD 88
 AE9368.geopotential number by the normal gravity value computed on the
 AE9368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9368.degrees latitude (g = 980.6199 gals.).
 AE9368
 AE9368.The modeled gravity was interpolated from observed gravity values.
 AE9368
 AE9368. The following values were computed from the NAD 83(2007) position.
 AE9368
 AE9368;                    North         East     Units Scale Factor Converg.
 AE9368;SPC MN C     -   268,238.834   903,584.289   MT  0.99992646   +0 58 34.9
 AE9368;SPC MN C     -   880,046.91  2,964,509.45   sFT  0.99992646   +0 58 34.9
 AE9368;UTM  15      - 5,150,244.240   507,650.688   MT  0.99960072   +0 04 20.4
 AE9368
 AE9368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9368!SPC MN C     -   0.99994732  x   0.99992646  =   0.99987379
 AE9368!UTM  15      -   0.99994732  x   0.99960072  =   0.99954806
 AE9368
 AE9368:                Primary Azimuth Mark                     Grid Az
 AE9368:SPC MN C     -  0912 L                                   338 58 19.9
 AE9368:UTM  15      -  0912 L                                   339 52 34.4
 AE9368
 AE9368|---------------------------------------------------------------------|
 AE9368| PID    Reference Object                     Distance      Geod. Az  |
 AE9368|                                                           dddmmss.s |
 AE9368| AE9367 0912 L                              APPROX. 1.7 KM 3395654.8 |
 AE9368|---------------------------------------------------------------------|
 AE9368
 AE9368                          SUPERSEDED SURVEY CONTROL
 AE9368
 AE9368  NAD 83(1996)-  46 30 20.60688(N)    092 54 01.01766(W) AD(       ) 1
 AE9368  ELLIP H (05/11/98)  336.109  (m)                       GP(       ) 4 1
 AE9368  NAVD 88 (05/11/98)  363.98   (m)         1194.2    (f) LEVELING    3  
 AE9368
 AE9368.Superseded values are not recommended for survey control.
 AE9368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9368.See file dsdata.txt to determine how the superseded data were derived.
 AE9368
 AE9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0765050244(NAD 83)
 AE9368
 AE9368_MARKER: DD = SURVEY DISK
 AE9368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9368_STAMPING: 0912 N 1997
 AE9368_MARK LOGO: MNDT  
 AE9368_PROJECTION: FLUSH
 AE9368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9368+SATELLITE: SATELLITE OBSERVATIONS - September 24, 1997
 AE9368_ROD/PIPE-DEPTH:  2.7 meters
 AE9368
 AE9368  HISTORY     - Date     Condition        Report By
 AE9368  HISTORY     - 1997     MONUMENTED       MNDT
 AE9368  HISTORY     - 19970701 GOOD             MNDT
 AE9368  HISTORY     - 19970924 GOOD             MNDT
 AE9368
 AE9368                          STATION DESCRIPTION
 AE9368
 AE9368'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9368'1.75 MI (2.82 KM) NW OF KETTLE RIVER, 2.4 MI (3.9 KM) NORTH ALONG TH
 AE9368'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 12.0,
 AE9368'238.0 FT (72.5 M) SOUTH OF TH 73, 102 FT (31.1 M) EAST OF CEMETERY
 AE9368'ENT, 82.0 FT (25.0 M) WNW OF WEST LEG OF HOLY TRINITY CEMETERY SIGN,
 AE9368'AND 3.0 FT (0.9 M) WEST OF WIT POST.
 AE9368
 AE9368                          STATION RECOVERY (1997)
 AE9368
 AE9368'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9368'1.75 MI (2.82 KM) NW OF KETTLE RIVER, 2.4 MI (3.9 KM) NORTH ALONG TH
 AE9368'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 12.0,
 AE9368'238.0 FT (72.5 M) SOUTH OF TH 73, 102 FT (31.1 M) EAST OF CEMETERY
 AE9368'ENT, 82.0 FT (25.0 M) WNW OF WEST LEG OF HOLY TRINITY CEMETERY SIGN,
 AE9368'AND 3.0 FT (0.9 M) WEST OF WIT POST.
 AE9368
 AE9368                          STATION RECOVERY (1997)
 AE9368
 AE9368'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AE9368'1.75 MI (2.82 KM) NW OF KETTLE RIVER, 2.4 MI (3.9 KM) NORTH ALONG TH
 AE9368'73 FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 12.0,
 AE9368'238.0 FT (72.5 M) SOUTH OF TH 73, 102 FT (31.1 M) EAST OF CEMETERY
 AE9368'ENT, 82.0 FT (25.0 M) WNW OF WEST LEG OF HOLY TRINITY CEMETERY SIGN,
 AE9368'AND 3.0 FT (0.9 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9369 ***********************************************************************
 AE9369  DESIGNATION -  0912 P
 AE9369  PID         -  AE9369
 AE9369  STATE/COUNTY-  MN/CARLTON
 AE9369  COUNTRY     -  US
 AE9369  USGS QUAD   -  HEIKKILA CREEK (1982)
 AE9369
 AE9369                         *CURRENT SURVEY CONTROL
 AE9369  ______________________________________________________________________
 AE9369* NAD 83(2007) POSITION- 46 30 00.29604(N) 092 52 35.84687(W)   ADJUSTED  
 AE9369* NAD 83(2007) ELLIP HT-   336.899 (meters)        (02/10/07)   ADJUSTED
 AE9369* NAD 83(2007) EPOCH   -  2002.00
 AE9369* NAVD 88 ORTHO HEIGHT -   364.806  (meters)    1196.87  (feet) ADJUSTED  
 AE9369  ______________________________________________________________________
 AE9369  NAD 83(2007) X  -   -220,735.676 (meters)                     COMP
 AE9369  NAD 83(2007) Y  - -4,392,855.534 (meters)                     COMP
 AE9369  NAD 83(2007) Z  -  4,603,931.069 (meters)                     COMP
 AE9369  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC09
 AE9369  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 AE9369  DYNAMIC HEIGHT  -        364.827 (meters)     1196.94  (feet) COMP
 AE9369  MODELED GRAVITY -    980,661.6   (mgal)                       NAVD 88
 AE9369
 AE9369  VERT ORDER      -  SECOND    CLASS I
 AE9369
 AE9369  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9369  Type                                         Horiz  Ellip  Dist(km)
 AE9369  -------------------------------------------------------------------
 AE9369  NETWORK                                       0.76   1.27
 AE9369  -------------------------------------------------------------------
 AE9369  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.76      1.92
 AE9369  -------------------------------------------------------------------
 AE9369  NOTE: Click here for information on individual local accuracy
 AE9369  values and other accuracy information.
 AE9369
 AE9369
 AE9369.The horizontal coordinates were established by GPS observations
 AE9369.and adjusted by the National Geodetic Survey in February 2007.
 AE9369
 AE9369.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9369.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9369
 AE9369.The horizontal coordinates are valid at the epoch date displayed above
 AE9369.which is a decimal equivalence of Year/Month/Day.
 AE9369
 AE9369.The orthometric height was determined by differential leveling and
 AE9369.adjusted in August 2000.
 AE9369
 AE9369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9369
 AE9369.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9369
 AE9369.The ellipsoidal height was determined by GPS observations
 AE9369.and is referenced to NAD 83.
 AE9369
 AE9369.The dynamic height is computed by dividing the NAVD 88
 AE9369.geopotential number by the normal gravity value computed on the
 AE9369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9369.degrees latitude (g = 980.6199 gals.).
 AE9369
 AE9369.The modeled gravity was interpolated from observed gravity values.
 AE9369
 AE9369. The following values were computed from the NAD 83(2007) position.
 AE9369
 AE9369;                    North         East     Units Scale Factor Converg.
 AE9369;SPC MN C     -   267,643.024   905,410.668   MT  0.99992617   +0 59 36.5
 AE9369;SPC MN C     -   878,092.15  2,970,501.50   sFT  0.99992617   +0 59 36.5
 AE9369;UTM  15      - 5,149,619.892   509,466.849   MT  0.99960110   +0 05 22.2
 AE9369
 AE9369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9369!SPC MN C     -   0.99994719  x   0.99992617  =   0.99987336
 AE9369!UTM  15      -   0.99994719  x   0.99960110  =   0.99954831
 AE9369
 AE9369                          SUPERSEDED SURVEY CONTROL
 AE9369
 AE9369  NAD 83(1996)-  46 30 00.29594(N)    092 52 35.84656(W) AD(       ) 1
 AE9369  ELLIP H (05/11/98)  336.943  (m)                       GP(       ) 4 1
 AE9369  NAVD 88 (05/11/98)  364.81   (m)         1196.9    (f) LEVELING    3  
 AE9369
 AE9369.Superseded values are not recommended for survey control.
 AE9369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9369.See file dsdata.txt to determine how the superseded data were derived.
 AE9369
 AE9369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0946649619(NAD 83)
 AE9369
 AE9369_MARKER: DD = SURVEY DISK
 AE9369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9369_STAMPING: 0912 P 1997
 AE9369_MARK LOGO: MNDT  
 AE9369_PROJECTION: FLUSH
 AE9369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9369+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 AE9369_ROD/PIPE-DEPTH:  6.7 meters
 AE9369
 AE9369  HISTORY     - Date     Condition        Report By
 AE9369  HISTORY     - 1997     MONUMENTED       MNDT
 AE9369  HISTORY     - 19970701 GOOD             MNDT
 AE9369
 AE9369                          STATION DESCRIPTION
 AE9369
 AE9369'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9369'1 MI (1.6 KM) NORTH OF KETTLE RIVER, 1.1 MI (1.8 KM) NORTH ALONG TH 73
 AE9369'FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 10.5, 98.0
 AE9369'FT (29.9 M) EAST OF TH 73, 163 FT (49.7 M) SOUTH OF DRIVEWAY, 143.3 FT
 AE9369'(43.7 M) SSE OF P-POLE, AND 2.0 FT (0.6 M) WEST OF R/W POST, 2.4 FT
 AE9369'(0.7 M) SOUTH OF WIT POST.
 AE9369
 AE9369                          STATION RECOVERY (1997)
 AE9369
 AE9369'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9369'1 MI (1.6 KM) NORTH OF KETTLE RIVER, 1.1 MI (1.8 KM) NORTH ALONG TH 73
 AE9369'FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 10.5, 98.0
 AE9369'FT (29.9 M) EAST OF TH 73, 163 FT (49.7 M) SOUTH OF DRIVEWAY, 143.3 FT
 AE9369'(43.7 M) SSE OF P-POLE, AND 2.0 FT (0.6 M) WEST OF R/W POST, 2.4 FT
 AE9369'(0.7 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI1486 ***********************************************************************
 AI1486  DESIGNATION -  0912 Q
 AI1486  PID         -  AI1486
 AI1486  STATE/COUNTY-  MN/CARLTON
 AI1486  COUNTRY     -  US
 AI1486  USGS QUAD   -  KETTLE RIVER (1981)
 AI1486
 AI1486                         *CURRENT SURVEY CONTROL
 AI1486  ______________________________________________________________________
 AI1486* NAD 83(1986) POSITION- 46 29 18.9    (N) 092 52 38.9    (W)   HD_HELD2  
 AI1486* NAVD 88 ORTHO HEIGHT -   361.619  (meters)    1186.41  (feet) ADJUSTED  
 AI1486  ______________________________________________________________________
 AI1486  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 AI1486  DYNAMIC HEIGHT  -        361.639 (meters)     1186.48  (feet) COMP
 AI1486  MODELED GRAVITY -    980,656.5   (mgal)                       NAVD 88
 AI1486
 AI1486  VERT ORDER      -  SECOND    CLASS I
 AI1486
 AI1486.The horizontal coordinates were established by autonomous hand held GPS
 AI1486.observations and have an estimated accuracy of +/- 10 meters.
 AI1486.
 AI1486.The orthometric height was determined by differential leveling and
 AI1486.adjusted in August 2000.
 AI1486
 AI1486.The dynamic height is computed by dividing the NAVD 88
 AI1486.geopotential number by the normal gravity value computed on the
 AI1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1486.degrees latitude (g = 980.6199 gals.).
 AI1486
 AI1486.The modeled gravity was interpolated from observed gravity values.
 AI1486
 AI1486;                    North         East    Units  Estimated Accuracy
 AI1486;SPC MN C     -   266,364.      905,368.      MT  (+/- 10 meters HH2 GPS)
 AI1486
 AI1486                          SUPERSEDED SURVEY CONTROL
 AI1486
 AI1486.No superseded survey control is available for this station.
 AI1486
 AI1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0940348342(NAD 83)
 AI1486
 AI1486_MARKER: DD = SURVEY DISK
 AI1486_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI1486_SP_SET: WATER TANK FOOTING
 AI1486_STAMPING: 0912 Q 1997
 AI1486_MARK LOGO: MNDT  
 AI1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1486+STABILITY: SURFACE MOTION
 AI1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1486+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 AI1486
 AI1486  HISTORY     - Date     Condition        Report By
 AI1486  HISTORY     - 1997     MONUMENTED       MNDT
 AI1486  HISTORY     - 20080803 GOOD             GEOCAC
 AI1486
 AI1486                          STATION DESCRIPTION
 AI1486
 AI1486'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AI1486'IN KETTLE RIVER, SET IN BASE OF SE LEG OF WATER TANK, 116.2 FT (35.4
 AI1486'M) EAST OF TH 73, 36.1 FT (11.0 M) ENE OF T-POLE, 50.2 FT (15.3 M)
 AI1486'WEST OF T-POLE, 26.5 FT (8.1 M) SSE OF CENTER STANDPIPE, NO WIT POST
 AI1486'SET.
 AI1486
 AI1486                          STATION RECOVERY (2008)
 AI1486
 AI1486'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AI1486'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9370 ***********************************************************************
 AE9370  DESIGNATION -  0912 R
 AE9370  PID         -  AE9370
 AE9370  STATE/COUNTY-  MN/CARLTON
 AE9370  COUNTRY     -  US
 AE9370  USGS QUAD   -  MOOSE LAKE (1981)
 AE9370
 AE9370                         *CURRENT SURVEY CONTROL
 AE9370  ______________________________________________________________________
 AE9370* NAD 83(2007) POSITION- 46 27 30.27489(N) 092 52 10.66846(W)   ADJUSTED  
 AE9370* NAD 83(2007) ELLIP HT-   322.642 (meters)        (02/10/07)   ADJUSTED
 AE9370* NAD 83(2007) EPOCH   -  2002.00
 AE9370* NAVD 88 ORTHO HEIGHT -   350.560  (meters)    1150.13  (feet) ADJUSTED  
 AE9370  ______________________________________________________________________
 AE9370  NAD 83(2007) X  -   -220,367.128 (meters)                     COMP
 AE9370  NAD 83(2007) Y  - -4,396,227.634 (meters)                     COMP
 AE9370  NAD 83(2007) Z  -  4,600,730.651 (meters)                     COMP
 AE9370  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC09
 AE9370  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 AE9370  DYNAMIC HEIGHT  -        350.575 (meters)     1150.18  (feet) COMP
 AE9370  MODELED GRAVITY -    980,648.5   (mgal)                       NAVD 88
 AE9370
 AE9370  VERT ORDER      -  SECOND    CLASS I
 AE9370
 AE9370  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9370  Type                                         Horiz  Ellip  Dist(km)
 AE9370  -------------------------------------------------------------------
 AE9370  NETWORK                                       0.64   1.02
 AE9370  -------------------------------------------------------------------
 AE9370  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.86      1.76
 AE9370  -------------------------------------------------------------------
 AE9370  NOTE: Click here for information on individual local accuracy
 AE9370  values and other accuracy information.
 AE9370
 AE9370
 AE9370.The horizontal coordinates were established by GPS observations
 AE9370.and adjusted by the National Geodetic Survey in February 2007.
 AE9370
 AE9370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9370.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9370
 AE9370.The horizontal coordinates are valid at the epoch date displayed above
 AE9370.which is a decimal equivalence of Year/Month/Day.
 AE9370
 AE9370.The orthometric height was determined by differential leveling and
 AE9370.adjusted in August 2000.
 AE9370
 AE9370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9370
 AE9370.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9370
 AE9370.The ellipsoidal height was determined by GPS observations
 AE9370.and is referenced to NAD 83.
 AE9370
 AE9370.The dynamic height is computed by dividing the NAVD 88
 AE9370.geopotential number by the normal gravity value computed on the
 AE9370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9370.degrees latitude (g = 980.6199 gals.).
 AE9370
 AE9370.The modeled gravity was interpolated from observed gravity values.
 AE9370
 AE9370. The following values were computed from the NAD 83(2007) position.
 AE9370
 AE9370;                    North         East     Units Scale Factor Converg.
 AE9370;SPC MN C     -   263,021.057   906,028.146   MT  0.99992434   +0 59 54.8
 AE9370;SPC MN C     -   862,928.25  2,972,527.34   sFT  0.99992434   +0 59 54.8
 AE9370;UTM  15      - 5,144,990.260   510,011.151   MT  0.99960123   +0 05 40.2
 AE9370
 AE9370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9370!SPC MN C     -   0.99994943  x   0.99992434  =   0.99987377
 AE9370!UTM  15      -   0.99994943  x   0.99960123  =   0.99955068
 AE9370
 AE9370                          SUPERSEDED SURVEY CONTROL
 AE9370
 AE9370  NAD 83(1996)-  46 27 30.27478(N)    092 52 10.66816(W) AD(       ) 1
 AE9370  ELLIP H (05/11/98)  322.685  (m)                       GP(       ) 4 1
 AE9370  NAVD 88 (05/11/98)  350.56   (m)         1150.1    (f) LEVELING    3  
 AE9370
 AE9370.Superseded values are not recommended for survey control.
 AE9370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9370.See file dsdata.txt to determine how the superseded data were derived.
 AE9370
 AE9370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1001144990(NAD 83)
 AE9370
 AE9370_MARKER: DD = SURVEY DISK
 AE9370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9370_STAMPING: 0912 R 1997
 AE9370_MARK LOGO: MNDT  
 AE9370_PROJECTION: FLUSH
 AE9370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9370+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 AE9370_ROD/PIPE-DEPTH:  4.6 meters
 AE9370
 AE9370  HISTORY     - Date     Condition        Report By
 AE9370  HISTORY     - 1997     MONUMENTED       MNDT
 AE9370  HISTORY     - 19970701 GOOD             MNDT
 AE9370  HISTORY     - 20080803 GOOD             GEOCAC
 AE9370
 AE9370                          STATION DESCRIPTION
 AE9370
 AE9370'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9370'2 MI (3.2 KM) SOUTH OF KETTLE RIVER, 1.9 MI (3.1 KM) SOUTH ALONG TH 73
 AE9370'FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 7.5, 70.0
 AE9370'FT (21.3 M) SW OF TH 73, 89.5 FT (27.3 M) NW OF P-POLE, AND 3.0 FT
 AE9370'(0.9 M) SE OF WIT POST.
 AE9370
 AE9370                          STATION RECOVERY (1997)
 AE9370
 AE9370'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AE9370'2 MI (3.2 KM) SOUTH OF KETTLE RIVER, 1.9 MI (3.1 KM) SOUTH ALONG TH 73
 AE9370'FROM JCT OF TH 73 AND CO RD 12 IN KETTLE RIVER, AT TH 73 MP 7.5, 70.0
 AE9370'FT (21.3 M) SW OF TH 73, 89.5 FT (27.3 M) NW OF P-POLE, AND 3.0 FT
 AE9370'(0.9 M) SE OF WIT POST.
 AE9370
 AE9370                          STATION RECOVERY (2008)
 AE9370
 AE9370'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 AE9370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9535 ***********************************************************************
 DE9535  DESIGNATION -  0913 A
 DE9535  PID         -  DE9535
 DE9535  STATE/COUNTY-  MN/CARLTON
 DE9535  COUNTRY     -  US
 DE9535  USGS QUAD   -  CROMWELL WEST (1982)
 DE9535
 DE9535                         *CURRENT SURVEY CONTROL
 DE9535  ______________________________________________________________________
 DE9535* NAD 83(2007) POSITION- 46 41 38.67348(N) 092 53 00.46655(W)   ADJUSTED  
 DE9535* NAD 83(2007) ELLIP HT-   369.563 (meters)        (02/10/07)   ADJUSTED
 DE9535* NAD 83(2007) EPOCH   -  2002.00
 DE9535* NAVD 88 ORTHO HEIGHT -   397.874  (meters)    1305.36  (feet) ADJUSTED  
 DE9535  ______________________________________________________________________
 DE9535  NAD 83(2007) X  -   -220,472.927 (meters)                     COMP
 DE9535  NAD 83(2007) Y  - -4,377,202.778 (meters)                     COMP
 DE9535  NAD 83(2007) Z  -  4,618,773.402 (meters)                     COMP
 DE9535  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC09
 DE9535  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DE9535  DYNAMIC HEIGHT  -        397.898 (meters)     1305.44  (feet) COMP
 DE9535  MODELED GRAVITY -    980,662.9   (mgal)                       NAVD 88
 DE9535
 DE9535  VERT ORDER      -  SECOND    CLASS I
 DE9535
 DE9535  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9535  Type                                         Horiz  Ellip  Dist(km)
 DE9535  -------------------------------------------------------------------
 DE9535  NETWORK                                       0.49   0.71
 DE9535  -------------------------------------------------------------------
 DE9535  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.41   0.57      1.83
 DE9535  -------------------------------------------------------------------
 DE9535  NOTE: Click here for information on individual local accuracy
 DE9535  values and other accuracy information.
 DE9535
 DE9535
 DE9535.The horizontal coordinates were established by GPS observations
 DE9535.and adjusted by the National Geodetic Survey in February 2007.
 DE9535
 DE9535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9535.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9535
 DE9535.The horizontal coordinates are valid at the epoch date displayed above
 DE9535.which is a decimal equivalence of Year/Month/Day.
 DE9535
 DE9535.The orthometric height was determined by differential leveling and
 DE9535.adjusted in December 2004.
 DE9535
 DE9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9535
 DE9535.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9535
 DE9535.The ellipsoidal height was determined by GPS observations
 DE9535.and is referenced to NAD 83.
 DE9535
 DE9535.The dynamic height is computed by dividing the NAVD 88
 DE9535.geopotential number by the normal gravity value computed on the
 DE9535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9535.degrees latitude (g = 980.6199 gals.).
 DE9535
 DE9535.The modeled gravity was interpolated from observed gravity values.
 DE9535
 DE9535. The following values were computed from the NAD 83(2007) position.
 DE9535
 DE9535;                    North         East     Units Scale Factor Converg.
 DE9535;SPC MN C     -   289,194.211   904,513.801   MT  0.99994165   +0 59 18.7
 DE9535;SPC MN C     -   948,798.01  2,967,559.03   sFT  0.99994165   +0 59 18.7
 DE9535;UTM  15      - 5,171,175.388   508,910.241   MT  0.99960098   +0 05 05.3
 DE9535
 DE9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9535!SPC MN C     -   0.99994207  x   0.99994165  =   0.99988373
 DE9535!UTM  15      -   0.99994207  x   0.99960098  =   0.99954308
 DE9535
 DE9535:                Primary Azimuth Mark                     Grid Az
 DE9535:SPC MN C     -  0913 B                                   357 42 16.5
 DE9535:UTM  15      -  0913 B                                   358 36 29.9
 DE9535
 DE9535|---------------------------------------------------------------------|
 DE9535| PID    Reference Object                     Distance      Geod. Az  |
 DE9535|                                                           dddmmss.s |
 DE9535| DE9536 0913 B                              APPROX. 1.5 KM 3584135.2 |
 DE9535|---------------------------------------------------------------------|
 DE9535
 DE9535                          SUPERSEDED SURVEY CONTROL
 DE9535
 DE9535  NAD 83(1996)-  46 41 38.67321(N)    092 53 00.46626(W) AD(       ) 1
 DE9535  ELLIP H (01/17/03)  369.600  (m)                       GP(       ) 4 1
 DE9535  NAVD 88 (01/17/03)  397.87   (m)         1305.3    (f) LEVELING    3  
 DE9535
 DE9535.Superseded values are not recommended for survey control.
 DE9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9535.See file dsdata.txt to determine how the superseded data were derived.
 DE9535
 DE9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0891071175(NAD 83)
 DE9535
 DE9535_MARKER: DD = SURVEY DISK
 DE9535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9535_STAMPING: 0913 A 1999
 DE9535_MARK LOGO: MNDT  
 DE9535_PROJECTION: FLUSH
 DE9535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9535+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9535_ROD/PIPE-DEPTH:  7.6 meters
 DE9535
 DE9535  HISTORY     - Date     Condition        Report By
 DE9535  HISTORY     - 1999     MONUMENTED       MNDT
 DE9535  HISTORY     - 20010816 GOOD             MNDT
 DE9535
 DE9535                          STATION DESCRIPTION
 DE9535
 DE9535'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9535'1.0 MI (1.6 KM) NORTH ALONG TH 73 FROM JCT OF TH 210 IN CROMWELL, AT
 DE9535'TH 73 MP 26.2, 193.0 FT (58.8 M) SE OF TH 73, 56.5 FT (17.2 M) NORTH
 DE9535'OF KROGH RD, 30.2 FT (9.2 M) NNW OF P-POLE, 2.1 FT (0.6 M) WEST OF WIT
 DE9535'POST.
 DE9535
 DE9535                          STATION RECOVERY (2001)
 DE9535
 DE9535'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9535'THE MARK IS 1.0 MI (1.6 KM) NORTH ALONG TH 73 FROM JCT OF TH 73 AND TH
 DE9535'210 IN CROMWELL, AT TH 73 MP 26.2, 193 FT (58.8 M) SE OF TH 73, 56.5
 DE9535'FT (17.2 M) NORTH OF KROGH RD, 30.2 FT (9.2 M) NNW OF P-POLE, 2.1 FT
 DE9535'(0.6 M) WEST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD
 DE9535'DEPTH IS 25 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9536 ***********************************************************************
 DE9536  DESIGNATION -  0913 B
 DE9536  PID         -  DE9536
 DE9536  STATE/COUNTY-  MN/CARLTON
 DE9536  COUNTRY     -  US
 DE9536  USGS QUAD   -  CROMWELL WEST (1982)
 DE9536
 DE9536                         *CURRENT SURVEY CONTROL
 DE9536  ______________________________________________________________________
 DE9536* NAD 83(2007) POSITION- 46 42 28.76207(N) 092 53 02.12770(W)   ADJUSTED  
 DE9536* NAD 83(2007) ELLIP HT-   371.293 (meters)        (02/10/07)   ADJUSTED
 DE9536* NAD 83(2007) EPOCH   -  2002.00
 DE9536* NAVD 88 ORTHO HEIGHT -   399.652  (meters)    1311.19  (feet) ADJUSTED  
 DE9536  ______________________________________________________________________
 DE9536  NAD 83(2007) X  -   -220,451.601 (meters)                     COMP
 DE9536  NAD 83(2007) Y  - -4,376,077.887 (meters)                     COMP
 DE9536  NAD 83(2007) Z  -  4,619,835.454 (meters)                     COMP
 DE9536  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC09
 DE9536  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 DE9536  DYNAMIC HEIGHT  -        399.676 (meters)     1311.27  (feet) COMP
 DE9536  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DE9536
 DE9536  VERT ORDER      -  SECOND    CLASS I
 DE9536
 DE9536  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9536  Type                                         Horiz  Ellip  Dist(km)
 DE9536  -------------------------------------------------------------------
 DE9536  NETWORK                                       0.49   0.69
 DE9536  -------------------------------------------------------------------
 DE9536  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.42   0.58      2.61
 DE9536  -------------------------------------------------------------------
 DE9536  NOTE: Click here for information on individual local accuracy
 DE9536  values and other accuracy information.
 DE9536
 DE9536
 DE9536.The horizontal coordinates were established by GPS observations
 DE9536.and adjusted by the National Geodetic Survey in February 2007.
 DE9536
 DE9536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9536.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9536
 DE9536.The horizontal coordinates are valid at the epoch date displayed above
 DE9536.which is a decimal equivalence of Year/Month/Day.
 DE9536
 DE9536.The orthometric height was determined by differential leveling and
 DE9536.adjusted in December 2004.
 DE9536
 DE9536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9536
 DE9536.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9536
 DE9536.The ellipsoidal height was determined by GPS observations
 DE9536.and is referenced to NAD 83.
 DE9536
 DE9536.The dynamic height is computed by dividing the NAVD 88
 DE9536.geopotential number by the normal gravity value computed on the
 DE9536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9536.degrees latitude (g = 980.6199 gals.).
 DE9536
 DE9536.The modeled gravity was interpolated from observed gravity values.
 DE9536
 DE9536. The following values were computed from the NAD 83(2007) position.
 DE9536
 DE9536;                    North         East     Units Scale Factor Converg.
 DE9536;SPC MN C     -   290,739.977   904,451.841   MT  0.99994320   +0 59 17.5
 DE9536;SPC MN C     -   953,869.41  2,967,355.75   sFT  0.99994320   +0 59 17.5
 DE9536;UTM  15      - 5,172,721.411   508,872.681   MT  0.99960097   +0 05 04.2
 DE9536
 DE9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9536!SPC MN C     -   0.99994180  x   0.99994320  =   0.99988500
 DE9536!UTM  15      -   0.99994180  x   0.99960097  =   0.99954279
 DE9536
 DE9536:                Primary Azimuth Mark                     Grid Az
 DE9536:SPC MN C     -  0913 A                                   177 42 16.5
 DE9536:UTM  15      -  0913 A                                   178 36 29.8
 DE9536
 DE9536|---------------------------------------------------------------------|
 DE9536| PID    Reference Object                     Distance      Geod. Az  |
 DE9536|                                                           dddmmss.s |
 DE9536| DE9535 0913 A                              APPROX. 1.5 KM 1784134.0 |
 DE9536|---------------------------------------------------------------------|
 DE9536
 DE9536                          SUPERSEDED SURVEY CONTROL
 DE9536
 DE9536  NAD 83(1996)-  46 42 28.76180(N)    092 53 02.12741(W) AD(       ) 1
 DE9536  ELLIP H (01/17/03)  371.330  (m)                       GP(       ) 4 1
 DE9536  NAVD 88 (01/17/03)  399.65   (m)         1311.2    (f) LEVELING    3  
 DE9536
 DE9536.Superseded values are not recommended for survey control.
 DE9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9536.See file dsdata.txt to determine how the superseded data were derived.
 DE9536
 DE9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0887272721(NAD 83)
 DE9536
 DE9536_MARKER: DD = SURVEY DISK
 DE9536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9536_STAMPING: 0913 B 1999
 DE9536_MARK LOGO: MNDT  
 DE9536_PROJECTION: FLUSH
 DE9536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9536+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9536_ROD/PIPE-DEPTH: 12.2 meters
 DE9536
 DE9536  HISTORY     - Date     Condition        Report By
 DE9536  HISTORY     - 1999     MONUMENTED       MNDT
 DE9536  HISTORY     - 20010816 GOOD             MNDT
 DE9536
 DE9536                          STATION DESCRIPTION
 DE9536
 DE9536'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9536'2 MI (3.2 KM) NORTH OF CROMWELL, 2 MI (3.2 KM) NORTH ALONG TH 73 FROM
 DE9536'JCT OF TH 210, AT TH 73 MP 27.2, 75.5 FT (23.0 M) WEST OF TH 73, 5.0
 DE9536'FT (1.5 M) SOUTH OF R/W SIGNPOST, 107.5 FT (32.8 M) SSE OF P-POLE,
 DE9536'88.0 FT (26.8 M) NNW OF P-POLE, 109.0 FT (33.2 M) NORTH OF FIBEROPTIC
 DE9536'CABLE MARKER, 2.2 FT (0.7 M) EAST OF WIT POST.
 DE9536
 DE9536                          STATION RECOVERY (2001)
 DE9536
 DE9536'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9536'THE MARK IS 2 MI (3.2 KM) NORTH OF CROMWELL, 2 MI (3.2 KM) NORTH ALONG
 DE9536'TH 73 FROM JCT OF TH 210 AND TH 73 IN CROMWELL, AT TH 73 MP 27.2, 75.5
 DE9536'FT (23.0 M) WEST OF TH 73, 5.0 FT (1.5 M) SOUTH OF R/W SIGNPOST, 107.5
 DE9536'FT (32.8 M) SSE OF P-POLE, 88.0 FT (26.8 M) NNW OF P-POLE, 109.0 FT
 DE9536'(33.2 M) NORTH OF FIBEROPTIC CABLE MARKER, 2.2 FT (0.7 M) EAST OF WIT
 DE9536'POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 40 FT AND
 DE9536'SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9537 ***********************************************************************
 DE9537  DESIGNATION -  0913 C
 DE9537  PID         -  DE9537
 DE9537  STATE/COUNTY-  MN/CARLTON
 DE9537  COUNTRY     -  US
 DE9537  USGS QUAD   -  CROMWELL WEST (1982)
 DE9537
 DE9537                         *CURRENT SURVEY CONTROL
 DE9537  ______________________________________________________________________
 DE9537* NAD 83(2007) POSITION- 46 44 17.74479(N) 092 53 00.54563(W)   ADJUSTED  
 DE9537* NAD 83(2007) ELLIP HT-   372.224 (meters)        (02/10/07)   ADJUSTED
 DE9537* NAD 83(2007) EPOCH   -  2002.00
 DE9537* NAVD 88 ORTHO HEIGHT -   400.677  (meters)    1314.55  (feet) ADJUSTED  
 DE9537  ______________________________________________________________________
 DE9537  NAD 83(2007) X  -   -220,294.808 (meters)                     COMP
 DE9537  NAD 83(2007) Y  - -4,373,633.063 (meters)                     COMP
 DE9537  NAD 83(2007) Z  -  4,622,143.268 (meters)                     COMP
 DE9537  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC09
 DE9537  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DE9537  DYNAMIC HEIGHT  -        400.700 (meters)     1314.63  (feet) COMP
 DE9537  MODELED GRAVITY -    980,659.6   (mgal)                       NAVD 88
 DE9537
 DE9537  VERT ORDER      -  SECOND    CLASS I
 DE9537
 DE9537  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9537  Type                                         Horiz  Ellip  Dist(km)
 DE9537  -------------------------------------------------------------------
 DE9537  NETWORK                                       0.61   0.86
 DE9537  -------------------------------------------------------------------
 DE9537  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.69      1.99
 DE9537  -------------------------------------------------------------------
 DE9537  NOTE: Click here for information on individual local accuracy
 DE9537  values and other accuracy information.
 DE9537
 DE9537
 DE9537.The horizontal coordinates were established by GPS observations
 DE9537.and adjusted by the National Geodetic Survey in February 2007.
 DE9537
 DE9537.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9537.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9537
 DE9537.The horizontal coordinates are valid at the epoch date displayed above
 DE9537.which is a decimal equivalence of Year/Month/Day.
 DE9537
 DE9537.The orthometric height was determined by differential leveling and
 DE9537.adjusted in December 2004.
 DE9537
 DE9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9537
 DE9537.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9537
 DE9537.The ellipsoidal height was determined by GPS observations
 DE9537.and is referenced to NAD 83.
 DE9537
 DE9537.The dynamic height is computed by dividing the NAVD 88
 DE9537.geopotential number by the normal gravity value computed on the
 DE9537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9537.degrees latitude (g = 980.6199 gals.).
 DE9537
 DE9537.The modeled gravity was interpolated from observed gravity values.
 DE9537
 DE9537. The following values were computed from the NAD 83(2007) position.
 DE9537
 DE9537;                    North         East     Units Scale Factor Converg.
 DE9537;SPC MN C     -   294,105.180   904,427.384   MT  0.99994678   +0 59 18.7
 DE9537;SPC MN C     -   964,910.08  2,967,275.51   sFT  0.99994678   +0 59 18.7
 DE9537;UTM  15      - 5,176,085.423   508,901.293   MT  0.99960097   +0 05 05.5
 DE9537
 DE9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9537!SPC MN C     -   0.99994166  x   0.99994678  =   0.99988844
 DE9537!UTM  15      -   0.99994166  x   0.99960097  =   0.99954265
 DE9537
 DE9537:                Primary Azimuth Mark                     Grid Az
 DE9537:SPC MN C     -  0913 D                                   357 59 55.0
 DE9537:UTM  15      -  0913 D                                   358 54 08.2
 DE9537
 DE9537|---------------------------------------------------------------------|
 DE9537| PID    Reference Object                     Distance      Geod. Az  |
 DE9537|                                                           dddmmss.s |
 DE9537| DE9538 0913 D                              APPROX. 1.5 KM 3585913.7 |
 DE9537|---------------------------------------------------------------------|
 DE9537
 DE9537                          SUPERSEDED SURVEY CONTROL
 DE9537
 DE9537  NAD 83(1996)-  46 44 17.74450(N)    092 53 00.54533(W) AD(       ) 1
 DE9537  ELLIP H (01/17/03)  372.259  (m)                       GP(       ) 4 1
 DE9537  NAVD 88 (01/17/03)  400.68   (m)         1314.6    (f) LEVELING    3  
 DE9537
 DE9537.Superseded values are not recommended for survey control.
 DE9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9537.See file dsdata.txt to determine how the superseded data were derived.
 DE9537
 DE9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0890176085(NAD 83)
 DE9537
 DE9537_MARKER: DD = SURVEY DISK
 DE9537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9537_STAMPING: 0913 C 1999
 DE9537_MARK LOGO: MNDT  
 DE9537_PROJECTION: FLUSH
 DE9537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9537+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9537_ROD/PIPE-DEPTH: 15.2 meters
 DE9537
 DE9537  HISTORY     - Date     Condition        Report By
 DE9537  HISTORY     - 1999     MONUMENTED       MNDT
 DE9537  HISTORY     - 20010816 GOOD             MNDT
 DE9537
 DE9537                          STATION DESCRIPTION
 DE9537
 DE9537'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9537'4 MI (6.4 KM) NORTH OF CROMWELL, 4.1 MI (6.6 KM) NORTH ALONG TH 73
 DE9537'FROM JCT OF TH 210, AT TH 73 MP 29.3, 71.0 FT (21.6 M) WEST OF TH 73,
 DE9537'2.9 FT (0.9 M) EAST OF FENCE, 8.3FT SOUTH OF P-POLE, 3.0 FT (0.9 M)
 DE9537'NORTH OF WIT POST.
 DE9537
 DE9537                          STATION RECOVERY (2001)
 DE9537
 DE9537'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9537'THE MARK IS 4 MI (6.4 KM) NORTH OF CROMWELL, 4.1 MI (6.6 KM) NORTH
 DE9537'ALONG TH 73 FROM JCT OF TH 210 AND TH 73 IN CROMWELL, AT TH 73 MP
 DE9537'29.3, 71 FT (21.6 M) WEST OF TH 73, 2.9 FT (0.9 M) EAST OF FENCE, 8.3
 DE9537'FT (2.5 M) SOUTH OF P-POLE, 3.0 FT (0.9 M) NORTH OF WIT POST, FLUSH,
 DE9537'MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 50 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9538 ***********************************************************************
 DE9538  DESIGNATION -  0913 D
 DE9538  PID         -  DE9538
 DE9538  STATE/COUNTY-  MN/CARLTON
 DE9538  COUNTRY     -  US
 DE9538  USGS QUAD   -  PRAIRIE LAKE (1963)
 DE9538
 DE9538                         *CURRENT SURVEY CONTROL
 DE9538  ______________________________________________________________________
 DE9538* NAD 83(2007) POSITION- 46 45 06.45054(N) 092 53 01.79846(W)   ADJUSTED  
 DE9538* NAD 83(2007) ELLIP HT-   372.104 (meters)        (02/10/07)   ADJUSTED
 DE9538* NAD 83(2007) EPOCH   -  2002.00
 DE9538* NAVD 88 ORTHO HEIGHT -   400.602  (meters)    1314.31  (feet) ADJUSTED  
 DE9538  ______________________________________________________________________
 DE9538  NAD 83(2007) X  -   -220,266.255 (meters)                     COMP
 DE9538  NAD 83(2007) Y  - -4,372,537.582 (meters)                     COMP
 DE9538  NAD 83(2007) Z  -  4,623,173.854 (meters)                     COMP
 DE9538  LAPLACE CORR    -         -0.00  (seconds)                    DEFLEC09
 DE9538  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 DE9538  DYNAMIC HEIGHT  -        400.624 (meters)     1314.38  (feet) COMP
 DE9538  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DE9538
 DE9538  VERT ORDER      -  SECOND    CLASS I
 DE9538
 DE9538  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9538  Type                                         Horiz  Ellip  Dist(km)
 DE9538  -------------------------------------------------------------------
 DE9538  NETWORK                                       0.68   0.94
 DE9538  -------------------------------------------------------------------
 DE9538  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.65   0.86      2.05
 DE9538  -------------------------------------------------------------------
 DE9538  NOTE: Click here for information on individual local accuracy
 DE9538  values and other accuracy information.
 DE9538
 DE9538
 DE9538.The horizontal coordinates were established by GPS observations
 DE9538.and adjusted by the National Geodetic Survey in February 2007.
 DE9538
 DE9538.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9538.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9538
 DE9538.The horizontal coordinates are valid at the epoch date displayed above
 DE9538.which is a decimal equivalence of Year/Month/Day.
 DE9538
 DE9538.The orthometric height was determined by differential leveling and
 DE9538.adjusted in December 2004.
 DE9538
 DE9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9538
 DE9538.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9538
 DE9538.The ellipsoidal height was determined by GPS observations
 DE9538.and is referenced to NAD 83.
 DE9538
 DE9538.The dynamic height is computed by dividing the NAVD 88
 DE9538.geopotential number by the normal gravity value computed on the
 DE9538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9538.degrees latitude (g = 980.6199 gals.).
 DE9538
 DE9538.The modeled gravity was interpolated from observed gravity values.
 DE9538
 DE9538. The following values were computed from the NAD 83(2007) position.
 DE9538
 DE9538;                    North         East     Units Scale Factor Converg.
 DE9538;SPC MN C     -   295,608.423   904,374.853   MT  0.99994847   +0 59 17.8
 DE9538;SPC MN C     -   969,841.97  2,967,103.16   sFT  0.99994847   +0 59 17.8
 DE9538;UTM  15      - 5,177,588.787   508,872.486   MT  0.99960097   +0 05 04.6
 DE9538
 DE9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9538!SPC MN C     -   0.99994167  x   0.99994847  =   0.99989015
 DE9538!UTM  15      -   0.99994167  x   0.99960097  =   0.99954267
 DE9538
 DE9538:                Primary Azimuth Mark                     Grid Az
 DE9538:SPC MN C     -  0913 C                                   177 59 55.0
 DE9538:UTM  15      -  0913 C                                   178 54 08.2
 DE9538
 DE9538|---------------------------------------------------------------------|
 DE9538| PID    Reference Object                     Distance      Geod. Az  |
 DE9538|                                                           dddmmss.s |
 DE9538| DE9537 0913 C                              APPROX. 1.5 KM 1785912.8 |
 DE9538|---------------------------------------------------------------------|
 DE9538
 DE9538                          SUPERSEDED SURVEY CONTROL
 DE9538
 DE9538  NAD 83(1996)-  46 45 06.45025(N)    092 53 01.79814(W) AD(       ) 1
 DE9538  ELLIP H (01/17/03)  372.137  (m)                       GP(       ) 4 1
 DE9538  NAVD 88 (01/17/03)  400.60   (m)         1314.3    (f) LEVELING    3  
 DE9538
 DE9538.Superseded values are not recommended for survey control.
 DE9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9538.See file dsdata.txt to determine how the superseded data were derived.
 DE9538
 DE9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0887277588(NAD 83)
 DE9538
 DE9538_MARKER: DD = SURVEY DISK
 DE9538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9538_STAMPING: 0913 D 1999
 DE9538_MARK LOGO: MNDT  
 DE9538_PROJECTION: FLUSH
 DE9538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9538+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DE9538_ROD/PIPE-DEPTH: 24.4 meters
 DE9538
 DE9538  HISTORY     - Date     Condition        Report By
 DE9538  HISTORY     - 1999     MONUMENTED       MNDT
 DE9538  HISTORY     - 20010816 GOOD             MNDT
 DE9538
 DE9538                          STATION DESCRIPTION
 DE9538
 DE9538'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9538'5.05 MI (8.13 KM) NORTH ALONG TH 73 FROM JCT OF TH 210 IN CROMWELL, AT
 DE9538'TH 73 MP 30.25, 163.0 FT (49.7 M) WEST OF TH 73, 27.0 FT (8.2 M) SOUTH
 DE9538'OF CO RD 124, 2.4 FT (0.7 M) NORTH OF FENCE, 94.2 FT (28.7 M) WEST OF
 DE9538'P-POLE, 3.7 FT (1.1 M) EAST OF WIT POST.
 DE9538
 DE9538                          STATION RECOVERY (2001)
 DE9538
 DE9538'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DE9538'THE MARK IS 5.05 MI (8.13 KM) NORTH ALONG TH 73 FROM JCT OF TH 73 AND
 DE9538'TH 210 IN CROMWELL, AT TH 73 MP 30.25, 163 FT (49.7 M) WEST OF TH 73,
 DE9538'27 FT (8.2 M) SOUTH OF CO RD 124, 2.4 FT (0.7 M) NORTH OF FENCE, 94.2
 DE9538'FT (28.7 M) WEST OF P-POLE, 3.7 FT (1.1 M) EAST OF WIT POST, FLUSH,
 DE9538'MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 80 FT AND SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0103 ***********************************************************************
 RN0103  DESIGNATION -  0915 A
 RN0103  PID         -  RN0103
 RN0103  STATE/COUNTY-  MN/CARLTON
 RN0103  COUNTRY     -  US
 RN0103  USGS QUAD   -  CLOQUET (1954)
 RN0103
 RN0103                         *CURRENT SURVEY CONTROL
 RN0103  ______________________________________________________________________
 RN0103* NAD 83(1986) POSITION- 46 39 48.     (N) 092 28 49.     (W)   SCALED    
 RN0103* NAVD 88 ORTHO HEIGHT -   348.034  (meters)    1141.84  (feet) ADJUSTED  
 RN0103  ______________________________________________________________________
 RN0103  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 RN0103  DYNAMIC HEIGHT  -        348.059 (meters)     1141.92  (feet) COMP
 RN0103  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RN0103
 RN0103  VERT ORDER      -  FIRST     CLASS II
 RN0103
 RN0103.The horizontal coordinates were scaled from a topographic map and have
 RN0103.an estimated accuracy of +/- 6 seconds.
 RN0103.
 RN0103.The orthometric height was determined by differential leveling and
 RN0103.adjusted in June 1991.
 RN0103
 RN0103.The dynamic height is computed by dividing the NAVD 88
 RN0103.geopotential number by the normal gravity value computed on the
 RN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0103.degrees latitude (g = 980.6199 gals.).
 RN0103
 RN0103.The modeled gravity was interpolated from observed gravity values.
 RN0103
 RN0103;                    North         East    Units  Estimated Accuracy
 RN0103;SPC MN C     -   286,390.      935,420.      MT  (+/- 180 meters Scaled)
 RN0103
 RN0103                          SUPERSEDED SURVEY CONTROL
 RN0103
 RN0103  NGVD 29 (??/??/92)  347.943  (m)         1141.54   (f) ADJ UNCH    1 2
 RN0103
 RN0103.Superseded values are not recommended for survey control.
 RN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0103.See file dsdata.txt to determine how the superseded data were derived.
 RN0103
 RN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM397678(NAD 83)
 RN0103
 RN0103_MARKER: DD = SURVEY DISK
 RN0103_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RN0103_SP_SET: CULVERT
 RN0103_STAMPING: 0915-A 1971
 RN0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0103+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RN0103
 RN0103  HISTORY     - Date     Condition        Report By
 RN0103  HISTORY     - 1971     MONUMENTED       MNDT
 RN0103  HISTORY     - 1979     GOOD             NGS
 RN0103  HISTORY     - 20060911 GOOD             USPSQD
 RN0103
 RN0103                          STATION DESCRIPTION
 RN0103
 RN0103'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0103'2.65 MI W FROM CARLETON.
 RN0103'MARK IS LOCATED 2.65 MILES WEST ALONG T.H. 210 FROM THE JUNCTION OF
 RN0103'T.H. 210, T.H. 61, AND COUNTY ROAD 1 IN CARLETON, 0.25 MILES WEST OF
 RN0103'FAI 35, IN THE NORTHEAST CORNER OF THE NORTH HEADWALL OF A DOUBLE BOX
 RN0103'CULVERT (10 X 16 FEET) UNDER T.H. 210 AT OTTER CREEK.  SW 1/4 SECTION
 RN0103'3, T 48N, R 17W.
 RN0103
 RN0103                          STATION RECOVERY (1979)
 RN0103
 RN0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0103'RECOVERED IN GOOD CONDITION.
 RN0103
 RN0103                          STATION RECOVERY (2006)
 RN0103
 RN0103'RECOVERY NOTE BY US POWER SQUADRON 2006
 RN0103'CARLETON IS CORRECTLY SPELLED CARLTON
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI1484 ***********************************************************************
 AI1484  DESIGNATION -  0915 B
 AI1484  PID         -  AI1484
 AI1484  STATE/COUNTY-  MN/CARLTON
 AI1484  COUNTRY     -  US
 AI1484  USGS QUAD   -  CROMWELL EAST (1982)
 AI1484
 AI1484                         *CURRENT SURVEY CONTROL
 AI1484  ______________________________________________________________________
 AI1484* NAD 83(1986) POSITION- 46 40 42.7    (N) 092 51 07.6    (W)   HD_HELD1  
 AI1484* NAVD 88 ORTHO HEIGHT -   412.829  (meters)    1354.42  (feet) ADJUSTED  
 AI1484  ______________________________________________________________________
 AI1484  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AI1484  DYNAMIC HEIGHT  -        412.855 (meters)     1354.51  (feet) COMP
 AI1484  MODELED GRAVITY -    980,663.8   (mgal)                       NAVD 88
 AI1484
 AI1484  VERT ORDER      -  SECOND    CLASS I
 AI1484
 AI1484.The horizontal coordinates were established by differentially corrected
 AI1484.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI1484.
 AI1484.The orthometric height was determined by differential leveling and
 AI1484.adjusted in August 2000.
 AI1484
 AI1484.No vertical observational check was made to the station.
 AI1484
 AI1484.The dynamic height is computed by dividing the NAVD 88
 AI1484.geopotential number by the normal gravity value computed on the
 AI1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1484.degrees latitude (g = 980.6199 gals.).
 AI1484
 AI1484.The modeled gravity was interpolated from observed gravity values.
 AI1484
 AI1484;                    North         East    Units  Estimated Accuracy
 AI1484;SPC MN C     -   287,508.0     906,941.9     MT  (+/- 3 meters HH1 GPS) 
 AI1484
 AI1484                          SUPERSEDED SURVEY CONTROL
 AI1484
 AI1484.No superseded survey control is available for this station.
 AI1484
 AI1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1131069451(NAD 83)
 AI1484
 AI1484_MARKER: DV = VERTICAL CONTROL DISK
 AI1484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI1484_SP_SET: BRIDGE ABUTMENT
 AI1484_STAMPING: 0915 B 1997
 AI1484_MARK LOGO: MNDT  
 AI1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI1484+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI1484
 AI1484  HISTORY     - Date     Condition        Report By
 AI1484  HISTORY     - 1997     MONUMENTED       MNDT
 AI1484
 AI1484                          STATION DESCRIPTION
 AI1484
 AI1484'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AI1484'1.3 MI (2.1 KM) EAST OF CROMWELL, IN ABUT AT SE COR OF BRDG NO 09011
 AI1484'OVER R/R TRACKS, 1.6 MI (2.6 KM) EAST ALONG TH 210 FROM JCT TH 73 AND
 AI1484'TH 210 IN CROMWELL, AT TH 210 MP 197.8, 23.3 FT (7.1 M) ESE OF TH 210.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0096 ***********************************************************************
 RN0096  DESIGNATION -  0916 A
 RN0096  PID         -  RN0096
 RN0096  STATE/COUNTY-  MN/CARLTON
 RN0096  COUNTRY     -  US
 RN0096  USGS QUAD   -  CLOQUET (1954)
 RN0096
 RN0096                         *CURRENT SURVEY CONTROL
 RN0096  ______________________________________________________________________
 RN0096* NAD 83(1986) POSITION- 46 39 52.     (N) 092 24 16.     (W)   SCALED    
 RN0096* NAVD 88 ORTHO HEIGHT -   316.400  (meters)    1038.06  (feet) ADJUSTED  
 RN0096  ______________________________________________________________________
 RN0096  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 RN0096  DYNAMIC HEIGHT  -        316.424 (meters)     1038.13  (feet) COMP
 RN0096  MODELED GRAVITY -    980,682.0   (mgal)                       NAVD 88
 RN0096
 RN0096  VERT ORDER      -  SECOND    CLASS 0
 RN0096
 RN0096.The horizontal coordinates were scaled from a topographic map and have
 RN0096.an estimated accuracy of +/- 6 seconds.
 RN0096.
 RN0096.The orthometric height was determined by differential leveling and
 RN0096.adjusted in June 1991.
 RN0096
 RN0096.The dynamic height is computed by dividing the NAVD 88
 RN0096.geopotential number by the normal gravity value computed on the
 RN0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0096.degrees latitude (g = 980.6199 gals.).
 RN0096
 RN0096.The modeled gravity was interpolated from observed gravity values.
 RN0096
 RN0096;                    North         East    Units  Estimated Accuracy
 RN0096;SPC MN C     -   286,640.      941,220.      MT  (+/- 180 meters Scaled)
 RN0096
 RN0096                          SUPERSEDED SURVEY CONTROL
 RN0096
 RN0096  NGVD 29 (??/??/92)  316.318  (m)         1037.79   (f) ADJ UNCH    2 0
 RN0096
 RN0096.Superseded values are not recommended for survey control.
 RN0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0096.See file dsdata.txt to determine how the superseded data were derived.
 RN0096
 RN0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM455680(NAD 83)
 RN0096
 RN0096_MARKER: DD = SURVEY DISK
 RN0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0096_SP_SET: BRIDGE
 RN0096_STAMPING: 0916-A 1961
 RN0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0096
 RN0096  HISTORY     - Date     Condition        Report By
 RN0096  HISTORY     - 1961     MONUMENTED       MNDT
 RN0096  HISTORY     - 1971     GOOD             MNDT
 RN0096
 RN0096                          STATION DESCRIPTION
 RN0096
 RN0096'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0096'0.4 MI NW FROM THOMSON.
 RN0096'MARK IS LOCATED 0.4 MILES NORTH AND WEST ALONG T.H. 210 (OLD T.H. 39)
 RN0096'FROM THE BURLINGTON NORTHERN RAILROAD CROSSING IN THOMSON, IN THE
 RN0096'SOUTHWEST CORNER (BRIDGE SEAT) OF BRIDGE NO. 09001, T.H. 210 (OLD T.H.
 RN0096'39) OVER THE ST. LOUIS RIVER AND ABOUT 6 FEET LOWER THAN THE ROADWAY.
 RN0096'SW 1/4 SECTION 5, T 48N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0101 ***********************************************************************
 RN0101  DESIGNATION -  0916 B
 RN0101  PID         -  RN0101
 RN0101  STATE/COUNTY-  MN/CARLTON
 RN0101  COUNTRY     -  US
 RN0101  USGS QUAD   -  CLOQUET (1954)
 RN0101
 RN0101                         *CURRENT SURVEY CONTROL
 RN0101  ______________________________________________________________________
 RN0101* NAD 83(1986) POSITION- 46 39 51.     (N) 092 27 03.     (W)   SCALED    
 RN0101* NAVD 88 ORTHO HEIGHT -   336.759  (meters)    1104.85  (feet) ADJUSTED  
 RN0101  ______________________________________________________________________
 RN0101  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 RN0101  DYNAMIC HEIGHT  -        336.783 (meters)     1104.93  (feet) COMP
 RN0101  MODELED GRAVITY -    980,677.5   (mgal)                       NAVD 88
 RN0101
 RN0101  VERT ORDER      -  FIRST     CLASS II
 RN0101
 RN0101.The horizontal coordinates were scaled from a topographic map and have
 RN0101.an estimated accuracy of +/- 6 seconds.
 RN0101.
 RN0101.The orthometric height was determined by differential leveling and
 RN0101.adjusted in June 1991.
 RN0101
 RN0101.The dynamic height is computed by dividing the NAVD 88
 RN0101.geopotential number by the normal gravity value computed on the
 RN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0101.degrees latitude (g = 980.6199 gals.).
 RN0101
 RN0101.The modeled gravity was interpolated from observed gravity values.
 RN0101
 RN0101;                    North         East    Units  Estimated Accuracy
 RN0101;SPC MN C     -   286,530.      937,670.      MT  (+/- 180 meters Scaled)
 RN0101
 RN0101                          SUPERSEDED SURVEY CONTROL
 RN0101
 RN0101  NGVD 29 (??/??/92)  336.671  (m)         1104.56   (f) ADJ UNCH    1 2
 RN0101
 RN0101.Superseded values are not recommended for survey control.
 RN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0101.See file dsdata.txt to determine how the superseded data were derived.
 RN0101
 RN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM420679(NAD 83)
 RN0101
 RN0101_MARKER: DD = SURVEY DISK
 RN0101_SETTING: 66 = SET IN ROCK OUTCROP
 RN0101_SP_SET: BEDROCK
 RN0101_STAMPING: 0916-B 1971
 RN0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0101+STABILITY: POSITION/ELEVATION WELL
 RN0101
 RN0101  HISTORY     - Date     Condition        Report By
 RN0101  HISTORY     - 1971     MONUMENTED       MNDT
 RN0101  HISTORY     - 1979     GOOD             NGS
 RN0101
 RN0101                          STATION DESCRIPTION
 RN0101
 RN0101'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0101'1.25 MI W FROM CARLETON.
 RN0101'MARK IS LOCATED 1.25 MILES WEST ALONG T.H. 210 FROM THE JUNCTION OF
 RN0101'T.H. 210 AND T.H. 61 IN CARLETON, 1.2 MILES EAST OF FAI 35, ABOUT 500
 RN0101'FEET SOUTH-SOUTHEAST OF A MINN. HWY. DEPT. MAINTENANCE SHOP, 200 FEET
 RN0101'SOUTH OF T.H. 210, 48.8 FEET NORTH OF THE NORTH RAIL OF THE BURLINGTON
 RN0101'NORTHERN RAILROAD, 21.2 FEET SOUTHEAST OF A STEEL WITNESS POST NEAR
 RN0101'THE SOUTHEAST END OF A LEDGE OF BEDROCK.  SE 1/4 SECTION 2, T 48N, R
 RN0101'17W.
 RN0101
 RN0101                          STATION RECOVERY (1979)
 RN0101
 RN0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 RN0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0516 ***********************************************************************
 RN0516  DESIGNATION -  0980 A
 RN0516  PID         -  RN0516
 RN0516  STATE/COUNTY-  MN/CARLTON
 RN0516  COUNTRY     -  US
 RN0516  USGS QUAD   -  MOOSE LAKE (1981)
 RN0516
 RN0516                         *CURRENT SURVEY CONTROL
 RN0516  ______________________________________________________________________
 RN0516* NAD 83(1986) POSITION- 46 25 32.70   (N) 092 45 02.76   (W)   HD_HELD1  
 RN0516* NAVD 88 ORTHO HEIGHT -   340.470  (meters)    1117.03  (feet) ADJUSTED  
 RN0516  ______________________________________________________________________
 RN0516  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 RN0516  DYNAMIC HEIGHT  -        340.482 (meters)     1117.06  (feet) COMP
 RN0516  MODELED GRAVITY -    980,640.9   (mgal)                       NAVD 88
 RN0516
 RN0516  VERT ORDER      -  SECOND    CLASS 0
 RN0516
 RN0516.The horizontal coordinates were established by differentially corrected
 RN0516.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0516.
 RN0516.The orthometric height was determined by differential leveling and
 RN0516.adjusted in June 1991.
 RN0516
 RN0516.Photographs are available for this station.
 RN0516
 RN0516.The dynamic height is computed by dividing the NAVD 88
 RN0516.geopotential number by the normal gravity value computed on the
 RN0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0516.degrees latitude (g = 980.6199 gals.).
 RN0516
 RN0516.The modeled gravity was interpolated from observed gravity values.
 RN0516
 RN0516;                    North         East    Units  Estimated Accuracy
 RN0516;SPC MN C     -   259,557.5     915,225.9     MT  (+/- 3 meters HH1 GPS) 
 RN0516
 RN0516                          SUPERSEDED SURVEY CONTROL
 RN0516
 RN0516  NGVD 29 (??/??/92)  340.340  (m)         1116.60   (f) ADJ UNCH    2 0
 RN0516
 RN0516.Superseded values are not recommended for survey control.
 RN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0516.See file dsdata.txt to determine how the superseded data were derived.
 RN0516
 RN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1915041383(NAD 83)
 RN0516
 RN0516_MARKER: DB = BENCH MARK DISK
 RN0516_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0516_STAMPING: 0980-A 1971
 RN0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0516+STABILITY: SURFACE MOTION
 RN0516
 RN0516  HISTORY     - Date     Condition        Report By
 RN0516  HISTORY     - 1971     MONUMENTED       MNDT
 RN0516
 RN0516                          STATION DESCRIPTION
 RN0516
 RN0516'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0516'2.0 MI SE FROM MOOSE LAKE.
 RN0516'MARK IS LOCATED 3 MILES SOUTH AND EAST ALONG TH 73 FROM THE JUNCTION
 RN0516'OF TH 73 AND TH 27 IN MOOSE LAKE, THENCE, 0.8 MILES SOUTHWEST ALONG
 RN0516'FAI 35, 0.6 MILES NORTH OF THE CARLTON - PINE COUNTY LINE, 125 FEET
 RN0516'NORTH OF A TOWNSHIP ROAD (DEADEND) EAST, 95 FEET EAST OF, AND 3 FEET
 RN0516'HIGHER THAN THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT NO.
 RN0516'213.9 (STATION 5309 + 53), 4 FEET WEST OF THE RIGHT OF WAY FENCE, 1
 RN0516'FOOT WEST OF A STEEL WITNESS POST, IN A 6-FOOT PRECAST CONCRETE
 RN0516'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 33, T 46N, R 19W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1807 ***********************************************************************
 RN1807  DESIGNATION -  0980 AB RESET
 RN1807  PID         -  RN1807
 RN1807  STATE/COUNTY-  MN/CARLTON
 RN1807  COUNTRY     -  US
 RN1807  USGS QUAD   -  CLOQUET (1954)
 RN1807
 RN1807                         *CURRENT SURVEY CONTROL
 RN1807  ______________________________________________________________________
 RN1807* NAD 83(1986) POSITION- 46 41 36.     (N) 092 26 55.     (W)   SCALED    
 RN1807* NAVD 88 ORTHO HEIGHT -   365.56   (meters)    1199.3   (feet) RESET     
 RN1807  ______________________________________________________________________
 RN1807  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 RN1807  VERT ORDER      -  THIRD
 RN1807
 RN1807.The horizontal coordinates were scaled from a topographic map and have
 RN1807.an estimated accuracy of +/- 6 seconds.
 RN1807.
 RN1807.The orthometric height was computed from unverified reset data.
 RN1807
 RN1807.No vertical observational check was made to the station.
 RN1807
 RN1807;                    North         East    Units  Estimated Accuracy
 RN1807;SPC MN C     -   289,780.      937,770.      MT  (+/- 180 meters Scaled)
 RN1807
 RN1807                          SUPERSEDED SURVEY CONTROL
 RN1807
 RN1807  NGVD 29 (04/14/03)  365.48   (m)         1199.1    (f) RESET       3  
 RN1807
 RN1807.Superseded values are not recommended for survey control.
 RN1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1807.See file dsdata.txt to determine how the superseded data were derived.
 RN1807
 RN1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM421712(NAD 83)
 RN1807
 RN1807_MARKER: DD = SURVEY DISK
 RN1807_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RN1807_SP_SET: BRIDGE RAILING
 RN1807_STAMPING: 0980 AB RESET 1982
 RN1807_MARK LOGO: MNDT  
 RN1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1807
 RN1807  HISTORY     - Date     Condition        Report By
 RN1807  HISTORY     - 1982     MONUMENTED       MNDT
 RN1807
 RN1807                          STATION DESCRIPTION
 RN1807
 RN1807'DESCRIBED BY MN DEPT OF TRANSP 1982
 RN1807'1.1 MILES SOUTHWEST ALONG TRUNK HIGHWAY 35 FROM ITS JUNCTION WITH
 RN1807'TRUNK HIGHWAY 61 AT THE SOUTH EDGE OF SCANLON, IN THE SOUTHWEST
 RN1807'QUARTER SECTION 25, TOWNSHIP 49 NORTH, ROUTE 17 WEST, AT THE COUNTY
 RN1807'ROAD 3 BRIDGE, NUMBER 09837, OVER TRUNK HIGHWAY 35, 55 FEET NORTH OF
 RN1807'THE SOUTHEAST CORNER OF THE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0342 ***********************************************************************
 RN0342  DESIGNATION -  0980 AC
 RN0342  PID         -  RN0342
 RN0342  STATE/COUNTY-  MN/CARLTON
 RN0342  COUNTRY     -  US
 RN0342  USGS QUAD   -  CLOQUET (1954)
 RN0342
 RN0342                         *CURRENT SURVEY CONTROL
 RN0342  ______________________________________________________________________
 RN0342* NAD 83(1986) POSITION- 46 41 58.9    (N) 092 25 35.3    (W)   HD_HELD2  
 RN0342* NAVD 88 ORTHO HEIGHT -   349.769  (meters)    1147.53  (feet) ADJUSTED  
 RN0342  ______________________________________________________________________
 RN0342  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 RN0342  DYNAMIC HEIGHT  -        349.794 (meters)     1147.62  (feet) COMP
 RN0342  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RN0342
 RN0342  VERT ORDER      -  SECOND    CLASS I
 RN0342
 RN0342.The horizontal coordinates were established by autonomous hand held GPS
 RN0342.observations and have an estimated accuracy of +/- 10 meters.
 RN0342.
 RN0342.The orthometric height was determined by differential leveling and
 RN0342.adjusted in June 1991.
 RN0342
 RN0342.The dynamic height is computed by dividing the NAVD 88
 RN0342.geopotential number by the normal gravity value computed on the
 RN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0342.degrees latitude (g = 980.6199 gals.).
 RN0342
 RN0342.The modeled gravity was interpolated from observed gravity values.
 RN0342
 RN0342;                    North         East    Units  Estimated Accuracy
 RN0342;SPC MN C     -   290,522.      939,445.      MT  (+/- 10 meters HH2 GPS)
 RN0342
 RN0342                          SUPERSEDED SURVEY CONTROL
 RN0342
 RN0342  NGVD 29 (??/??/92)  349.685  (m)         1147.26   (f) ADJ UNCH    2 0
 RN0342
 RN0342.Superseded values are not recommended for survey control.
 RN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0342.See file dsdata.txt to determine how the superseded data were derived.
 RN0342
 RN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4384671952(NAD 83)
 RN0342
 RN0342_MARKER: DB = BENCH MARK DISK
 RN0342_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0342_SP_SET: BRIDGE ABUTMENT
 RN0342_STAMPING: 0980 AC 1970
 RN0342_MARK LOGO: MNDT  
 RN0342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0342+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0342
 RN0342  HISTORY     - Date     Condition        Report By
 RN0342  HISTORY     - 1970     MONUMENTED       MNDT
 RN0342  HISTORY     - 1971     GOOD             MNDT
 RN0342  HISTORY     - 19990401 GOOD             MNDT
 RN0342  HISTORY     - 20010331 GOOD             NGS
 RN0342
 RN0342                          STATION DESCRIPTION
 RN0342
 RN0342'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0342'IN SCANLON.
 RN0342'MARK IS LOCATED AT THE SOUTH EDGE OF SCANLON, IN THE SOUTHEAST CORNER
 RN0342'(ABUTMENT) OF BRIDGE NO. 9805, FAI 35 SOUTHBOUND OVER T.H. 61.  NW 1/4
 RN0342'SECTION 30, T 49N, R 16W.
 RN0342
 RN0342                          STATION RECOVERY (1999)
 RN0342
 RN0342'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0342'THE MARK WAS RECOVERED AS DESCRIBED.  18.3 FT (5.6 M) SOUTH OF SB FAI
 RN0342'35, FAI 35 MP 239.15.
 RN0342
 RN0342                          STATION RECOVERY (2001)
 RN0342
 RN0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0341 ***********************************************************************
 RN0341  DESIGNATION -  0980 AD
 RN0341  PID         -  RN0341
 RN0341  STATE/COUNTY-  MN/CARLTON
 RN0341  COUNTRY     -  US
 RN0341  USGS QUAD   -  CLOQUET (1954)
 RN0341
 RN0341                         *CURRENT SURVEY CONTROL
 RN0341  ______________________________________________________________________
 RN0341* NAD 83(1986) POSITION- 46 41 58.0    (N) 092 25 35.8    (W)   HD_HELD2  
 RN0341* NAVD 88 ORTHO HEIGHT -   349.589  (meters)    1146.94  (feet) ADJUSTED  
 RN0341  ______________________________________________________________________
 RN0341  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 RN0341  DYNAMIC HEIGHT  -        349.615 (meters)     1147.03  (feet) COMP
 RN0341  MODELED GRAVITY -    980,675.8   (mgal)                       NAVD 88
 RN0341
 RN0341  VERT ORDER      -  SECOND    CLASS I
 RN0341
 RN0341.The horizontal coordinates were established by autonomous hand held GPS
 RN0341.observations and have an estimated accuracy of +/- 10 meters.
 RN0341.
 RN0341.The orthometric height was determined by differential leveling and
 RN0341.adjusted in March 2005.
 RN0341
 RN0341.The dynamic height is computed by dividing the NAVD 88
 RN0341.geopotential number by the normal gravity value computed on the
 RN0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0341.degrees latitude (g = 980.6199 gals.).
 RN0341
 RN0341.The modeled gravity was interpolated from observed gravity values.
 RN0341
 RN0341;                    North         East    Units  Estimated Accuracy
 RN0341;SPC MN C     -   290,494.      939,435.      MT  (+/- 10 meters HH2 GPS)
 RN0341
 RN0341                          SUPERSEDED SURVEY CONTROL
 RN0341
 RN0341  NAVD 88 (06/15/91)  349.593  (m)         1146.96   (f) SUPERSEDED  2 0
 RN0341  NGVD 29 (??/??/92)  349.509  (m)         1146.68   (f) ADJ UNCH    2 0
 RN0341
 RN0341.Superseded values are not recommended for survey control.
 RN0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0341.See file dsdata.txt to determine how the superseded data were derived.
 RN0341
 RN0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4383671924(NAD 83)
 RN0341
 RN0341_MARKER: DB = BENCH MARK DISK
 RN0341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0341_SP_SET: BRIDGE ABUTMENT
 RN0341_STAMPING: 0980 AD 1970
 RN0341_MARK LOGO: MNDT  
 RN0341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0341+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 RN0341
 RN0341  HISTORY     - Date     Condition        Report By
 RN0341  HISTORY     - 1970     MONUMENTED       MNDT
 RN0341  HISTORY     - 1971     GOOD             MNDT
 RN0341  HISTORY     - 19990401 GOOD             MNDT
 RN0341  HISTORY     - 20010331 GOOD             NGS
 RN0341
 RN0341                          STATION DESCRIPTION
 RN0341
 RN0341'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0341'IN SCANLON.
 RN0341'MARK IS LOCATED AT THE SOUTH EDGE OF SCANLON, IN THE SOUTHEAST CORNER
 RN0341'(ABUTMENT) OF BRIDGE NO. 9806, NORTHBOUND FAI 35 OVER T.H. 61.  NW 1/4
 RN0341'SECTION 30, T 49N, R 16W.
 RN0341
 RN0341                          STATION RECOVERY (1999)
 RN0341
 RN0341'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0341'THE MARK WAS RECOVERED AS DESCRIBED.  27.0 FT (8.2 M) SOUTH OF SB FAI
 RN0341'35, AT FAI 35 MP 239.15.
 RN0341
 RN0341                          STATION RECOVERY (2001)
 RN0341
 RN0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN0341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8055 ***********************************************************************
 AI8055  DESIGNATION -  0980 AE
 AI8055  PID         -  AI8055
 AI8055  STATE/COUNTY-  MN/CARLTON
 AI8055  COUNTRY     -  US
 AI8055  USGS QUAD   -  CLOQUET (1954)
 AI8055
 AI8055                         *CURRENT SURVEY CONTROL
 AI8055  ______________________________________________________________________
 AI8055* NAD 83(1986) POSITION- 46 41 58.12   (N) 092 25 09.13   (W)   HD_HELD1  
 AI8055* NAVD 88 ORTHO HEIGHT -   342.619  (meters)    1124.08  (feet) ADJUSTED  
 AI8055  ______________________________________________________________________
 AI8055  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 AI8055  DYNAMIC HEIGHT  -        342.644 (meters)     1124.16  (feet) COMP
 AI8055  MODELED GRAVITY -    980,676.4   (mgal)                       NAVD 88
 AI8055
 AI8055  VERT ORDER      -  SECOND    CLASS I
 AI8055
 AI8055.The horizontal coordinates were established by differentially corrected
 AI8055.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8055.
 AI8055.The orthometric height was determined by differential leveling and
 AI8055.adjusted in March 2005.
 AI8055
 AI8055.The dynamic height is computed by dividing the NAVD 88
 AI8055.geopotential number by the normal gravity value computed on the
 AI8055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8055.degrees latitude (g = 980.6199 gals.).
 AI8055
 AI8055.The modeled gravity was interpolated from observed gravity values.
 AI8055
 AI8055;                    North         East    Units  Estimated Accuracy
 AI8055;SPC MN C     -   290,511.2     940,001.4     MT  (+/- 3 meters HH1 GPS) 
 AI8055
 AI8055                          SUPERSEDED SURVEY CONTROL
 AI8055
 AI8055.No superseded survey control is available for this station.
 AI8055
 AI8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4440271932(NAD 83)
 AI8055
 AI8055_MARKER: DB = BENCH MARK DISK
 AI8055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8055_SP_SET: BRIDGE ABUTMENT
 AI8055_STAMPING: 0980 AE 1997
 AI8055_MARK LOGO: MNDT  
 AI8055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8055+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8055
 AI8055  HISTORY     - Date     Condition        Report By
 AI8055  HISTORY     - 1971     MONUMENTED       MNDT
 AI8055  HISTORY     - 19990816 GOOD             MNDT
 AI8055
 AI8055                          STATION DESCRIPTION
 AI8055
 AI8055'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8055'1.0 MI (1.6 KM) SE OF SCANLON, IN ABUT AT SE COR OF NB FAI 35 BRDG NO
 AI8055'09808 OVER ST LOUIS RIVER, 0.35 MI (0.56 KM) EAST ALONG FAI 35 FROM
 AI8055'JCT OF FAI 35 AND TH 45 IN SCANLON, AT FAI 35 MP 239.55, 25.5 FT (7.8
 AI8055'M) SOUTH OF NB FAI 35. NOTE--MARK WAS SET IN 1971, BUT YEAR WAS NOT
 AI8055'STAMPED UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8056 ***********************************************************************
 AI8056  DESIGNATION -  0980 AF
 AI8056  PID         -  AI8056
 AI8056  STATE/COUNTY-  MN/CARLTON
 AI8056  COUNTRY     -  US
 AI8056  USGS QUAD   -  CLOQUET (1954)
 AI8056
 AI8056                         *CURRENT SURVEY CONTROL
 AI8056  ______________________________________________________________________
 AI8056* NAD 83(1986) POSITION- 46 41 57.47   (N) 092 24 06.21   (W)   HD_HELD1  
 AI8056* NAVD 88 ORTHO HEIGHT -   349.337  (meters)    1146.12  (feet) ADJUSTED  
 AI8056  ______________________________________________________________________
 AI8056  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 AI8056  DYNAMIC HEIGHT  -        349.363 (meters)     1146.20  (feet) COMP
 AI8056  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 AI8056
 AI8056  VERT ORDER      -  SECOND    CLASS I
 AI8056
 AI8056.The horizontal coordinates were established by differentially corrected
 AI8056.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8056.
 AI8056.The orthometric height was determined by differential leveling and
 AI8056.adjusted in March 2005.
 AI8056
 AI8056.The dynamic height is computed by dividing the NAVD 88
 AI8056.geopotential number by the normal gravity value computed on the
 AI8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8056.degrees latitude (g = 980.6199 gals.).
 AI8056
 AI8056.The modeled gravity was interpolated from observed gravity values.
 AI8056
 AI8056;                    North         East    Units  Estimated Accuracy
 AI8056;SPC MN C     -   290,522.1     941,338.1     MT  (+/- 3 meters HH1 GPS) 
 AI8056
 AI8056                          SUPERSEDED SURVEY CONTROL
 AI8056
 AI8056.No superseded survey control is available for this station.
 AI8056
 AI8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4573871922(NAD 83)
 AI8056
 AI8056_MARKER: DD = SURVEY DISK
 AI8056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI8056_STAMPING: 0980 AF 1997
 AI8056_MARK LOGO: MNDT  
 AI8056_PROJECTION: RECESSED 5 CENTIMETERS
 AI8056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI8056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8056+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8056_ROD/PIPE-DEPTH: 10.7 meters
 AI8056
 AI8056  HISTORY     - Date     Condition        Report By
 AI8056  HISTORY     - 1997     MONUMENTED       MNDT
 AI8056  HISTORY     - 19990816 GOOD             MNDT
 AI8056
 AI8056                          STATION DESCRIPTION
 AI8056
 AI8056'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8056'2.0 MI (3.2 KM) SE OF SCANLON, 1.20 MI (1.93 KM) EAST ALONG FAI 35
 AI8056'FROM JCT OF FAI 35 AND TH 45 IN SCANLON, AT FAI 35 MP 240.4, 118.8 FT
 AI8056'(36.2 M) SOUTH OF NB FAI 35, 9.0 FT (2.7 M) WEST OF R/W POST, 2.2 FT
 AI8056'(0.7 M) EAST OF WIT POST, RECESSED 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8057 ***********************************************************************
 AI8057  DESIGNATION -  0980 AG
 AI8057  PID         -  AI8057
 AI8057  STATE/COUNTY-  MN/CARLTON
 AI8057  COUNTRY     -  US
 AI8057  USGS QUAD   -  CLOQUET (1954)
 AI8057
 AI8057                         *CURRENT SURVEY CONTROL
 AI8057  ______________________________________________________________________
 AI8057* NAD 83(1986) POSITION- 46 41 56.37   (N) 092 23 12.78   (W)   HD_HELD1  
 AI8057* NAVD 88 ORTHO HEIGHT -   357.614  (meters)    1173.27  (feet) ADJUSTED  
 AI8057  ______________________________________________________________________
 AI8057  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AI8057  DYNAMIC HEIGHT  -        357.641 (meters)     1173.36  (feet) COMP
 AI8057  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 AI8057
 AI8057  VERT ORDER      -  SECOND    CLASS I
 AI8057
 AI8057.The horizontal coordinates were established by differentially corrected
 AI8057.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8057.
 AI8057.The orthometric height was determined by differential leveling and
 AI8057.adjusted in March 2005.
 AI8057
 AI8057.The dynamic height is computed by dividing the NAVD 88
 AI8057.geopotential number by the normal gravity value computed on the
 AI8057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8057.degrees latitude (g = 980.6199 gals.).
 AI8057
 AI8057.The modeled gravity was interpolated from observed gravity values.
 AI8057
 AI8057;                    North         East    Units  Estimated Accuracy
 AI8057;SPC MN C     -   290,514.8     942,473.7     MT  (+/- 3 meters HH1 GPS) 
 AI8057
 AI8057                          SUPERSEDED SURVEY CONTROL
 AI8057
 AI8057.No superseded survey control is available for this station.
 AI8057
 AI8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4687371897(NAD 83)
 AI8057
 AI8057_MARKER: DB = BENCH MARK DISK
 AI8057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8057_SP_SET: BRIDGE ABUTMENT
 AI8057_STAMPING: 0980 AG 1997
 AI8057_MARK LOGO: MNDT  
 AI8057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8057+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8057
 AI8057  HISTORY     - Date     Condition        Report By
 AI8057  HISTORY     - 1971     MONUMENTED       MNDT
 AI8057  HISTORY     - 19990816 GOOD             MNDT
 AI8057
 AI8057                          STATION DESCRIPTION
 AI8057
 AI8057'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8057'2.5 MI (4.0 KM) ESE OF SCANLON, IN ABUT AT SE COR OF FAI 35 BRDG NO
 AI8057'09826 OVER CO RD, 1.90 MI (3.06 KM) EAST ALONG FAI 35 FROM JCT OF FAI
 AI8057'35 AND TH 45 IN SCANLON, AT FAI 35 MP 241.1, 25.0 FT (7.6 M) SOUTH OF
 AI8057'NB FAI 35. NOTE--MARK WAS SET IN 1971, BUT YEAR WAS NOT STAMPED UNTIL
 AI8057'1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8058 ***********************************************************************
 AI8058  DESIGNATION -  0980 AH
 AI8058  PID         -  AI8058
 AI8058  STATE/COUNTY-  MN/CARLTON
 AI8058  COUNTRY     -  US
 AI8058  USGS QUAD   -  CLOQUET (1954)
 AI8058
 AI8058                         *CURRENT SURVEY CONTROL
 AI8058  ______________________________________________________________________
 AI8058* NAD 83(1986) POSITION- 46 41 51.28   (N) 092 22 35.22   (W)   HD_HELD1  
 AI8058* NAVD 88 ORTHO HEIGHT -   351.480  (meters)    1153.15  (feet) ADJUSTED  
 AI8058  ______________________________________________________________________
 AI8058  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 AI8058  DYNAMIC HEIGHT  -        351.507 (meters)     1153.24  (feet) COMP
 AI8058  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 AI8058
 AI8058  VERT ORDER      -  SECOND    CLASS I
 AI8058
 AI8058.The horizontal coordinates were established by differentially corrected
 AI8058.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8058.
 AI8058.The orthometric height was determined by differential leveling and
 AI8058.adjusted in March 2005.
 AI8058
 AI8058.The dynamic height is computed by dividing the NAVD 88
 AI8058.geopotential number by the normal gravity value computed on the
 AI8058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8058.degrees latitude (g = 980.6199 gals.).
 AI8058
 AI8058.The modeled gravity was interpolated from observed gravity values.
 AI8058
 AI8058;                    North         East    Units  Estimated Accuracy
 AI8058;SPC MN C     -   290,376.5     943,275.1     MT  (+/- 3 meters HH1 GPS) 
 AI8058
 AI8058                          SUPERSEDED SURVEY CONTROL
 AI8058
 AI8058.No superseded survey control is available for this station.
 AI8058
 AI8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4767271746(NAD 83)
 AI8058
 AI8058_MARKER: DB = BENCH MARK DISK
 AI8058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8058_SP_SET: BRIDGE ABUTMENT
 AI8058_STAMPING: 0980 AH 1997
 AI8058_MARK LOGO: MNDT  
 AI8058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8058+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8058
 AI8058  HISTORY     - Date     Condition        Report By
 AI8058  HISTORY     - 1972     MONUMENTED       MNDT
 AI8058  HISTORY     - 19990816 GOOD             MNDT
 AI8058
 AI8058                          STATION DESCRIPTION
 AI8058
 AI8058'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8058'3.0 MI (4.8 KM) ESE OF SCANLON, IN ABUT AT SE COR OF FAI 35 BRDG NO
 AI8058'09828 OVER MIDWAY RIVER, 2.4 MI (3.9 KM) EAST ALONG FAI 35 FROM JCT OF
 AI8058'FAI 35 AND TH 45 IN SCANLON, AT FAI 35 MP 241.6, 25.8 FT (7.9 M) SSW
 AI8058'OF NB FAI 35. NOTE--MARK WAS SET IN 1972, BUT YEAR WAS NOT STAMPED
 AI8058'UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8059 ***********************************************************************
 AI8059  DESIGNATION -  0980 AJ
 AI8059  PID         -  AI8059
 AI8059  STATE/COUNTY-  MN/CARLTON
 AI8059  COUNTRY     -  US
 AI8059  USGS QUAD   -  ESKO (1993)
 AI8059
 AI8059                         *CURRENT SURVEY CONTROL
 AI8059  ______________________________________________________________________
 AI8059* NAD 83(1986) POSITION- 46 41 45.51   (N) 092 21 54.20   (W)   HD_HELD1  
 AI8059* NAVD 88 ORTHO HEIGHT -   368.913  (meters)    1210.34  (feet) ADJUSTED  
 AI8059  ______________________________________________________________________
 AI8059  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 AI8059  DYNAMIC HEIGHT  -        368.943 (meters)     1210.44  (feet) COMP
 AI8059  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 AI8059
 AI8059  VERT ORDER      -  SECOND    CLASS I
 AI8059
 AI8059.The horizontal coordinates were established by differentially corrected
 AI8059.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8059.
 AI8059.The orthometric height was determined by differential leveling and
 AI8059.adjusted in March 2005.
 AI8059
 AI8059.The dynamic height is computed by dividing the NAVD 88
 AI8059.geopotential number by the normal gravity value computed on the
 AI8059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8059.degrees latitude (g = 980.6199 gals.).
 AI8059
 AI8059.The modeled gravity was interpolated from observed gravity values.
 AI8059
 AI8059;                    North         East    Units  Estimated Accuracy
 AI8059;SPC MN C     -   290,219.0     944,150.5     MT  (+/- 3 meters HH1 GPS) 
 AI8059
 AI8059                          SUPERSEDED SURVEY CONTROL
 AI8059
 AI8059.No superseded survey control is available for this station.
 AI8059
 AI8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4854571575(NAD 83)
 AI8059
 AI8059_MARKER: DB = BENCH MARK DISK
 AI8059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8059_SP_SET: BRIDGE ABUTMENT
 AI8059_STAMPING: 0980 AJ 1997
 AI8059_MARK LOGO: MNDT  
 AI8059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8059+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8059
 AI8059  HISTORY     - Date     Condition        Report By
 AI8059  HISTORY     - 1971     MONUMENTED       MNDT
 AI8059  HISTORY     - 19990816 GOOD             MNDT
 AI8059
 AI8059                          STATION DESCRIPTION
 AI8059
 AI8059'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8059'.70 MI (1.13 KM) SOUTH OF ESKO, IN ABUT AT SE COR OF BRDG NO 09822,
 AI8059'(OVER FAI 35) , 2.9 MI (4.7 KM) EAST ALONG FAI 35 FROM JCT OF FAI 35
 AI8059'AND TH 45 IN SCANLON, AT FAI 35 MP 242.05, 26.2 FT (8.0 M) EAST OF CO
 AI8059'RD 1. NOTE--MARK WAS SET IN 1971, BUT YEAR WAS NOT STAMPED UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8060 ***********************************************************************
 AI8060  DESIGNATION -  0980 AK
 AI8060  PID         -  AI8060
 AI8060  STATE/COUNTY-  MN/CARLTON
 AI8060  COUNTRY     -  US
 AI8060  USGS QUAD   -  ESKO (1993)
 AI8060
 AI8060                         *CURRENT SURVEY CONTROL
 AI8060  ______________________________________________________________________
 AI8060* NAD 83(1986) POSITION- 46 41 46.62   (N) 092 20 38.43   (W)   HD_HELD1  
 AI8060* NAVD 88 ORTHO HEIGHT -   370.434  (meters)    1215.33  (feet) ADJUSTED  
 AI8060  ______________________________________________________________________
 AI8060  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 AI8060  DYNAMIC HEIGHT  -        370.465 (meters)     1215.43  (feet) COMP
 AI8060  MODELED GRAVITY -    980,686.7   (mgal)                       NAVD 88
 AI8060
 AI8060  VERT ORDER      -  SECOND    CLASS I
 AI8060
 AI8060.The horizontal coordinates were established by differentially corrected
 AI8060.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8060.
 AI8060.The orthometric height was determined by differential leveling and
 AI8060.adjusted in March 2005.
 AI8060
 AI8060.The dynamic height is computed by dividing the NAVD 88
 AI8060.geopotential number by the normal gravity value computed on the
 AI8060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8060.degrees latitude (g = 980.6199 gals.).
 AI8060
 AI8060.The modeled gravity was interpolated from observed gravity values.
 AI8060
 AI8060;                    North         East    Units  Estimated Accuracy
 AI8060;SPC MN C     -   290,291.8     945,759.0     MT  (+/- 3 meters HH1 GPS) 
 AI8060
 AI8060                          SUPERSEDED SURVEY CONTROL
 AI8060
 AI8060.No superseded survey control is available for this station.
 AI8060
 AI8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5015371623(NAD 83)
 AI8060
 AI8060_MARKER: DB = BENCH MARK DISK
 AI8060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8060_SP_SET: BRIDGE ABUTMENT
 AI8060_STAMPING: 0980 AK 1997
 AI8060_MARK LOGO: MNDT  
 AI8060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8060+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8060
 AI8060  HISTORY     - Date     Condition        Report By
 AI8060  HISTORY     - 1971     MONUMENTED       MNDT
 AI8060  HISTORY     - 19990816 GOOD             MNDT
 AI8060
 AI8060                          STATION DESCRIPTION
 AI8060
 AI8060'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8060'1.0 MI (1.6 KM) SE OF ESKO, IN ABUT AT SE COR OF FAI 35 BRDG NO 09829
 AI8060'OVER TH 45 IN SCANLON, AT FAI 35 MP 243.1, 19.0 FT (5.8 M) EAST OF CO
 AI8060'RD 151. NOTE--MARK WAS SET IN 1971, BUT YEAR WAS NOT STAMPED UNTIL
 AI8060'1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI8061 ***********************************************************************
 AI8061  DESIGNATION -  0980 AL
 AI8061  PID         -  AI8061
 AI8061  STATE/COUNTY-  MN/CARLTON
 AI8061  COUNTRY     -  US
 AI8061  USGS QUAD   -  ESKO (1993)
 AI8061
 AI8061                         *CURRENT SURVEY CONTROL
 AI8061  ______________________________________________________________________
 AI8061* NAD 83(1986) POSITION- 46 41 58.44   (N) 092 19 18.86   (W)   HD_HELD1  
 AI8061* NAVD 88 ORTHO HEIGHT -   350.742  (meters)    1150.73  (feet) ADJUSTED  
 AI8061  ______________________________________________________________________
 AI8061  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AI8061  DYNAMIC HEIGHT  -        350.771 (meters)     1150.82  (feet) COMP
 AI8061  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 AI8061
 AI8061  VERT ORDER      -  SECOND    CLASS I
 AI8061
 AI8061.The horizontal coordinates were established by differentially corrected
 AI8061.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI8061.
 AI8061.The orthometric height was determined by differential leveling and
 AI8061.adjusted in March 2005.
 AI8061
 AI8061.The dynamic height is computed by dividing the NAVD 88
 AI8061.geopotential number by the normal gravity value computed on the
 AI8061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI8061.degrees latitude (g = 980.6199 gals.).
 AI8061
 AI8061.The modeled gravity was interpolated from observed gravity values.
 AI8061
 AI8061;                    North         East    Units  Estimated Accuracy
 AI8061;SPC MN C     -   290,697.6     947,440.0     MT  (+/- 3 meters HH1 GPS) 
 AI8061
 AI8061                          SUPERSEDED SURVEY CONTROL
 AI8061
 AI8061.No superseded survey control is available for this station.
 AI8061
 AI8061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5184072002(NAD 83)
 AI8061
 AI8061_MARKER: DB = BENCH MARK DISK
 AI8061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI8061_SP_SET: BRIDGE ABUTMENT
 AI8061_STAMPING: 0980 AL 1997
 AI8061_MARK LOGO: MNDT  
 AI8061_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI8061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI8061+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999
 AI8061
 AI8061  HISTORY     - Date     Condition        Report By
 AI8061  HISTORY     - 1971     MONUMENTED       MNDT
 AI8061  HISTORY     - 19990816 GOOD             MNDT
 AI8061
 AI8061                          STATION DESCRIPTION
 AI8061
 AI8061'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI8061'2.0 MI (3.2 KM) ESE OF ESKO, IN ABUT AT SE COR OF BRDG NO 09830,
 AI8061'(LARSON ROAD OVER FAI 35) , 5.05 MI (8.13 KM) EAST ALONG FAI 35 FROM
 AI8061'JCT OF FAI 35 AND TH 45 IN SCANLON, AT FAI 35 MP 244.25, 19.3 FT (5.9
 AI8061'M) EAST OF LARSON ROAD. NOTE--MARK WAS SET IN 1971, BUT YEAR WAS NOT
 AI8061'STAMPED UNTIL 1997.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1819 ***********************************************************************
 RN1819  DESIGNATION -  0980 B RESET
 RN1819  PID         -  RN1819
 RN1819  STATE/COUNTY-  MN/CARLTON
 RN1819  COUNTRY     -  US
 RN1819  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN1819
 RN1819                         *CURRENT SURVEY CONTROL
 RN1819  ______________________________________________________________________
 RN1819* NAD 83(1986) POSITION- 46 26 10.67   (N) 092 44 42.43   (W)   HD_HELD1  
 RN1819* NAVD 88 ORTHO HEIGHT -   348.573  (meters)    1143.61  (feet) ADJUSTED  
 RN1819  ______________________________________________________________________
 RN1819  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 RN1819  DYNAMIC HEIGHT  -        348.587 (meters)     1143.66  (feet) COMP
 RN1819  MODELED GRAVITY -    980,642.3   (mgal)                       NAVD 88
 RN1819
 RN1819  VERT ORDER      -  SECOND    CLASS I
 RN1819
 RN1819.The horizontal coordinates were established by differentially corrected
 RN1819.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN1819.
 RN1819.The orthometric height was determined by differential leveling and
 RN1819.adjusted in June 2011.
 RN1819
 RN1819.Photographs are available for this station.
 RN1819
 RN1819.The dynamic height is computed by dividing the NAVD 88
 RN1819.geopotential number by the normal gravity value computed on the
 RN1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1819.degrees latitude (g = 980.6199 gals.).
 RN1819
 RN1819.The modeled gravity was interpolated from observed gravity values.
 RN1819
 RN1819;                    North         East    Units  Estimated Accuracy
 RN1819;SPC MN C     -   260,737.9     915,637.6     MT  (+/- 3 meters HH1 GPS) 
 RN1819
 RN1819                          SUPERSEDED SURVEY CONTROL
 RN1819
 RN1819  NAVD 88 (04/14/03)  348.554  (m)         1143.55   (f) SUPERSEDED  3 0
 RN1819  NGVD 29 (04/14/03)  348.43   (m)         1143.1    (f) RESET       3  
 RN1819
 RN1819.Superseded values are not recommended for survey control.
 RN1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1819.See file dsdata.txt to determine how the superseded data were derived.
 RN1819
 RN1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1958042556(NAD 83)
 RN1819
 RN1819_MARKER: DB = BENCH MARK DISK
 RN1819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN1819_SP_SET: ABUTMENT
 RN1819_STAMPING: 0980-B RESET 1990
 RN1819_MARK LOGO: MNHD  
 RN1819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1819+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 RN1819
 RN1819  HISTORY     - Date     Condition        Report By
 RN1819  HISTORY     - 1990     MONUMENTED       MNDT
 RN1819  HISTORY     - 20060315 GOOD             MNDT
 RN1819  HISTORY     - 20080803 GOOD             GEOCAC
 RN1819
 RN1819                          STATION DESCRIPTION
 RN1819
 RN1819'DESCRIBED BY MN DEPT OF TRANSP 1990
 RN1819'3 MI (4.8 KM) SOUTH AND EAST ALONG TH 73 FROM THE JUNCTION OF TH 73
 RN1819'AND TH 27 IN MOOSE LAKE, IN THE SE CORNER OF BRIDGE NUMBER 09811.
 RN1819
 RN1819                          STATION RECOVERY (2006)
 RN1819
 RN1819'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN1819'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF KETTLE
 RN1819'RIVER, 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF BARNUM AND IN
 RN1819'SOUTH-SOUTHEAST MOOSE LAKE.
 RN1819' 
 RN1819'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 73 AND TRUNK
 RN1819'HIGHWAY 27 IN MOOSE LAKE GO 3.0 MI (4.8 KM) SOUTH AND EAST ALONG TRUNK
 RN1819'HIGHWAY 73 TO TRUNK HIGHWAY 73 MILE POINT 0.00, THERE AT THE JUNCTION
 RN1819'WITH INTERSTATE HIGHWAY 35 AT MILE POINT 214.65, THE MARK IS FOUND IN
 RN1819'SOUTHEAST CORNER OF TRUNK HIGHWAY 73 BRIDGE 09811 OVER INTERSTATE
 RN1819'HIGHWAY 35.
 RN1819
 RN1819                          STATION RECOVERY (2008)
 RN1819
 RN1819'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN1819'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1818 ***********************************************************************
 RN1818  DESIGNATION -  0980 D RESET
 RN1818  PID         -  RN1818
 RN1818  STATE/COUNTY-  MN/CARLTON
 RN1818  COUNTRY     -  US
 RN1818  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN1818
 RN1818                         *CURRENT SURVEY CONTROL
 RN1818  ______________________________________________________________________
 RN1818* NAD 83(1986) POSITION- 46 27 10.44   (N) 092 43 46.62   (W)   HD_HELD1  
 RN1818* NAVD 88 ORTHO HEIGHT -   335.494  (meters)    1100.70  (feet) ADJUSTED  
 RN1818  ______________________________________________________________________
 RN1818  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 RN1818  DYNAMIC HEIGHT  -        335.508 (meters)     1100.75  (feet) COMP
 RN1818  MODELED GRAVITY -    980,644.7   (mgal)                       NAVD 88
 RN1818
 RN1818  VERT ORDER      -  SECOND    CLASS I
 RN1818
 RN1818.The horizontal coordinates were established by differentially corrected
 RN1818.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN1818.
 RN1818.The orthometric height was determined by differential leveling and
 RN1818.adjusted in June 2011.
 RN1818
 RN1818.Photographs are available for this station.
 RN1818
 RN1818.The dynamic height is computed by dividing the NAVD 88
 RN1818.geopotential number by the normal gravity value computed on the
 RN1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1818.degrees latitude (g = 980.6199 gals.).
 RN1818
 RN1818.The modeled gravity was interpolated from observed gravity values.
 RN1818
 RN1818;                    North         East    Units  Estimated Accuracy
 RN1818;SPC MN C     -   262,605.7     916,793.3     MT  (+/- 3 meters HH1 GPS) 
 RN1818
 RN1818                          SUPERSEDED SURVEY CONTROL
 RN1818
 RN1818  NAVD 88 (04/14/03)  335.501  (m)         1100.72   (f) SUPERSEDED  3 0
 RN1818  NGVD 29 (04/14/03)  335.37   (m)         1100.3    (f) RESET       3  
 RN1818
 RN1818.Superseded values are not recommended for survey control.
 RN1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1818.See file dsdata.txt to determine how the superseded data were derived.
 RN1818
 RN1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2076444405(NAD 83)
 RN1818
 RN1818_MARKER: DB = BENCH MARK DISK
 RN1818_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN1818_SP_SET: BRIDGE BARRIER
 RN1818_STAMPING: 0980 D RESET 1990
 RN1818_MARK LOGO: MNDT  
 RN1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1818+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 RN1818
 RN1818  HISTORY     - Date     Condition        Report By
 RN1818  HISTORY     - 1990     MONUMENTED       MNDT
 RN1818  HISTORY     - 19970701 GOOD             MNDT
 RN1818  HISTORY     - 20060316 GOOD             MNDT
 RN1818
 RN1818                          STATION DESCRIPTION
 RN1818
 RN1818'DESCRIBED BY MN DEPT OF TRANSP 1990
 RN1818'AT THE JUNCTION OF TH 27 AND INTERSTATE 35 IN THE INTERSTATE BRIDGE
 RN1818'(NUMBER 09836) OVER TH 27 AND THE SOO LINE RR TRACKS AT STATION
 RN1818'5423+15 ON THE TOP OF THE J BARRIER AT THE SOUTH END OF THE BRIDGE.
 RN1818
 RN1818                          STATION RECOVERY (1997)
 RN1818
 RN1818'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 RN1818'RECOVERED AS DESCRIBED.
 RN1818
 RN1818                          STATION RECOVERY (2006)
 RN1818
 RN1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN1818'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF KETTLE
 RN1818'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.5 MI (2.4 KM)
 RN1818'EAST OF MOOSE LAKE.
 RN1818' 
 RN1818'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 27 AND INTERSTATE HIGHWAY
 RN1818'35 EAST OF MOOSE LAKE, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 RN1818'HIGHWAY 35 BRIDGE 09836 OVER RAILROAD-TRUNK HIGHWAY 27 AND COUNTY ROAD
 RN1818'8, ATOP OF THE BRIDGE BARRIER, 37 FT (11.3 M) EAST OF NORTHBOUND
 RN1818'INTERSTATE HIGHWAY 35, AT INTERSTATE HIGHWAY 35 STATION 5423+17.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0431 ***********************************************************************
 RN0431  DESIGNATION -  0980 E
 RN0431  PID         -  RN0431
 RN0431  STATE/COUNTY-  MN/CARLTON
 RN0431  COUNTRY     -  US
 RN0431  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0431
 RN0431                         *CURRENT SURVEY CONTROL
 RN0431  ______________________________________________________________________
 RN0431* NAD 83(1986) POSITION- 46 27 12.63   (N) 092 43 48.47   (W)   HD_HELD1  
 RN0431* NAVD 88 ORTHO HEIGHT -   329.403  (meters)    1080.72  (feet) ADJUSTED  
 RN0431  ______________________________________________________________________
 RN0431  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 RN0431  DYNAMIC HEIGHT  -        329.416 (meters)     1080.76  (feet) COMP
 RN0431  MODELED GRAVITY -    980,645.0   (mgal)                       NAVD 88
 RN0431
 RN0431  VERT ORDER      -  SECOND    CLASS I
 RN0431
 RN0431.The horizontal coordinates were established by differentially corrected
 RN0431.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0431.
 RN0431.The orthometric height was determined by differential leveling and
 RN0431.adjusted in June 1991.
 RN0431
 RN0431.Photographs are available for this station.
 RN0431
 RN0431.The dynamic height is computed by dividing the NAVD 88
 RN0431.geopotential number by the normal gravity value computed on the
 RN0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0431.degrees latitude (g = 980.6199 gals.).
 RN0431
 RN0431.The modeled gravity was interpolated from observed gravity values.
 RN0431
 RN0431;                    North         East    Units  Estimated Accuracy
 RN0431;SPC MN C     -   262,672.5     916,752.5     MT  (+/- 3 meters HH1 GPS) 
 RN0431
 RN0431                          SUPERSEDED SURVEY CONTROL
 RN0431
 RN0431  NGVD 29 (??/??/92)  329.275  (m)         1080.30   (f) ADJ UNCH    2 0
 RN0431
 RN0431.Superseded values are not recommended for survey control.
 RN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0431.See file dsdata.txt to determine how the superseded data were derived.
 RN0431
 RN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2072544472(NAD 83)
 RN0431
 RN0431_MARKER: DB = BENCH MARK DISK
 RN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0431_STAMPING: 0980 E 1970
 RN0431_MARK LOGO: MNHD  
 RN0431_PROJECTION: FLUSH
 RN0431_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 RN0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0431+STABILITY: SURFACE MOTION
 RN0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0431+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 RN0431
 RN0431  HISTORY     - Date     Condition        Report By
 RN0431  HISTORY     - 1970     MONUMENTED       MNDT
 RN0431  HISTORY     - 1971     GOOD             MNDT
 RN0431  HISTORY     - 19920824 GOOD             USPSQD
 RN0431  HISTORY     - 19970701 GOOD             MNDT
 RN0431  HISTORY     - 20060316 GOOD             MNDT
 RN0431  HISTORY     - 20080803 GOOD             GEOCAC
 RN0431
 RN0431                          STATION DESCRIPTION
 RN0431
 RN0431'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0431'1.4 MI NE FROM MOOSE LAKE.
 RN0431'MARK IS LOCATED 1.6 MILES NORTH AND EAST ALONG T.H. 27 FROM THE
 RN0431'JUNCTION OF T.H. 27 AND T.H. 73 IN MOOSE LAKE, AT THE JUNCTION OF T.H.
 RN0431'27 AND FAI 35, 98 FEET NORTHWEST OF THE CENTERLINE OF SOUTHBOUND FAI
 RN0431'35 AT MILE POINT 216.05 (STATION 5424+48), 75 FEET NORTH OF, AND 5
 RN0431'FEET HIGHER THAN THE SOO LINE RAILROAD TRACK, 1 FOOT SOUTHEAST OF A
 RN0431'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 RN0431'WITH THE GROUND.  SW 1/4 SECTION 22, T 46N, R 19W.
 RN0431
 RN0431                          STATION RECOVERY (1992)
 RN0431
 RN0431'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0431'RECOVERED IN GOOD CONDITION.
 RN0431
 RN0431                          STATION RECOVERY (1997)
 RN0431
 RN0431'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 RN0431'RECOVERED AS DESCRIBED, 1 FT (0.3 M) EAST OF WIT POST.
 RN0431
 RN0431                          STATION RECOVERY (2006)
 RN0431
 RN0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RN0431'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF KETTLE
 RN0431'RIVER, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF BARNUM AND 1.4 MI (2.3 KM)
 RN0431'EAST OF MOOSE LAKE.
 RN0431' 
 RN0431'TO REACH THE STATION GO TO THE JUNCTION OF INTERSTATE HIGHWAY 35 SOUTH
 RN0431'AND TRUNK HIGHWAY 27 EAST OF MOOSE LAKE.  THERE, APPROXIMATELY 130 FT
 RN0431'(39.6 M) NORTH-NORTHWEST OF THE JUNCTION AND WEST OF INTERSTATE
 RN0431'HIGHWAY 35 MILE POINT 216.1, THE MARK IS FOUND.
 RN0431' 
 RN0431'THE MARK IS 98 FT (29.9 M) NORTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY
 RN0431'35 AT STATION 5424+48, 80 FT (24.4 M) SOUTHWEST OF THE NORTHWEST
 RN0431'CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE, 73 FT (22.3 M)
 RN0431'NORTH OF HALGREN ROAD ALONG AN ABANDONED RAILROAD GRADE AND 1.0 FT
 RN0431'(0.3 M) EAST OF ITS WITNESS POST.
 RN0431' 
 RN0431'NOTE THE STATION IS NEAR THE BOTTOM OF AN EMBANKMENT AND MAYBE TOO LOW
 RN0431'FOR GNSS SATELLITE VISIBILITY TO THE NORTHEAST.
 RN0431
 RN0431                          STATION RECOVERY (2008)
 RN0431
 RN0431'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0431'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0425 ***********************************************************************
 RN0425  DESIGNATION -  0980 F
 RN0425  PID         -  RN0425
 RN0425  STATE/COUNTY-  MN/CARLTON
 RN0425  COUNTRY     -  US
 RN0425  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0425
 RN0425                         *CURRENT SURVEY CONTROL
 RN0425  ______________________________________________________________________
 RN0425* NAD 83(1986) POSITION- 46 27 58.1    (N) 092 43 12.4    (W)   HD_HELD2  
 RN0425* NAVD 88 ORTHO HEIGHT -   357.966  (meters)    1174.43  (feet) ADJUSTED  
 RN0425  ______________________________________________________________________
 RN0425  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 RN0425  DYNAMIC HEIGHT  -        357.982 (meters)     1174.48  (feet) COMP
 RN0425  MODELED GRAVITY -    980,647.2   (mgal)                       NAVD 88
 RN0425
 RN0425  VERT ORDER      -  SECOND    CLASS 0
 RN0425
 RN0425.The horizontal coordinates were established by autonomous hand held GPS
 RN0425.observations and have an estimated accuracy of +/- 10 meters.
 RN0425.
 RN0425.The orthometric height was determined by differential leveling and
 RN0425.adjusted in June 1991.
 RN0425
 RN0425.Photographs are available for this station.
 RN0425
 RN0425.The dynamic height is computed by dividing the NAVD 88
 RN0425.geopotential number by the normal gravity value computed on the
 RN0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0425.degrees latitude (g = 980.6199 gals.).
 RN0425
 RN0425.The modeled gravity was interpolated from observed gravity values.
 RN0425
 RN0425;                    North         East    Units  Estimated Accuracy
 RN0425;SPC MN C     -   264,091.      917,495.      MT  (+/- 10 meters HH2 GPS)
 RN0425
 RN0425                          SUPERSEDED SURVEY CONTROL
 RN0425
 RN0425  NGVD 29 (??/??/92)  357.841  (m)         1174.02   (f) ADJ UNCH    2 0
 RN0425
 RN0425.Superseded values are not recommended for survey control.
 RN0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0425.See file dsdata.txt to determine how the superseded data were derived.
 RN0425
 RN0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2148945878(NAD 83)
 RN0425
 RN0425_MARKER: DB = BENCH MARK DISK
 RN0425_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0425_STAMPING: 0980-F 1970
 RN0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0425+STABILITY: SURFACE MOTION
 RN0425
 RN0425  HISTORY     - Date     Condition        Report By
 RN0425  HISTORY     - 1970     MONUMENTED       MNDT
 RN0425  HISTORY     - 1971     GOOD             MNDT
 RN0425
 RN0425                          STATION DESCRIPTION
 RN0425
 RN0425'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0425'2.0 MI NE FROM MOOSE LAKE.
 RN0425'MARK IS LOCATED 1.6 MILES NORTH AND EAST ALONG T.H. 27 FROM THE
 RN0425'JUNCTION OF T.H. 27 AND T.H. 73 IN MOOSE LAKE, THENCE, 1.0 MILES
 RN0425'NORTHEAST ALONG FAI 35, 95 FEET NORTHWEST OF, AND 3 FEET HIGHER THAN,
 RN0425'THE CENTERLINE OF SOUTHBOUND FAI 35 AT MILE POINT 217.1 (STATION
 RN0425'5477+03) 4 FEET EAST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL
 RN0425'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 RN0425'THE GROUND.  SE 1/4 SECTION 15, T 46 N, R 19 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0424 ***********************************************************************
 RN0424  DESIGNATION -  0980 G
 RN0424  PID         -  RN0424
 RN0424  STATE/COUNTY-  MN/CARLTON
 RN0424  COUNTRY     -  US
 RN0424  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0424
 RN0424                         *CURRENT SURVEY CONTROL
 RN0424  ______________________________________________________________________
 RN0424* NAD 83(1996) POSITION- 46 28 37.66027(N) 092 42 47.42697(W)   ADJUSTED  
 RN0424* NAVD 88 ORTHO HEIGHT -   330.723  (meters)    1085.05  (feet) ADJUSTED  
 RN0424  ______________________________________________________________________
 RN0424  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC09
 RN0424  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 RN0424  DYNAMIC HEIGHT  -        330.737 (meters)     1085.09  (feet) COMP
 RN0424  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 RN0424
 RN0424  HORZ ORDER      -  SECOND
 RN0424  VERT ORDER      -  SECOND    CLASS 0
 RN0424
 RN0424.The horizontal coordinates were established by classical geodetic methods
 RN0424.and adjusted by the National Geodetic Survey in March 1999.
 RN0424.
 RN0424.The orthometric height was determined by differential leveling and
 RN0424.adjusted in June 1991.
 RN0424
 RN0424.Photographs are available for this station.
 RN0424
 RN0424.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN0424
 RN0424.The dynamic height is computed by dividing the NAVD 88
 RN0424.geopotential number by the normal gravity value computed on the
 RN0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0424.degrees latitude (g = 980.6199 gals.).
 RN0424
 RN0424.The modeled gravity was interpolated from observed gravity values.
 RN0424
 RN0424. The following values were computed from the NAD 83(1996) position.
 RN0424
 RN0424;                    North         East     Units Scale Factor Converg.
 RN0424;SPC MN C     -   265,322.538   918,003.950   MT  0.99992510   +1 06 42.2
 RN0424;SPC MN C     -   870,479.03  3,011,817.96   sFT  0.99992510   +1 06 42.2
 RN0424;UTM  15      - 5,147,101.852   522,017.911   MT  0.99960596   +0 12 28.7
 RN0424
 RN0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0424!SPC MN C     -   0.99995254  x   0.99992510  =   0.99987765
 RN0424!UTM  15      -   0.99995254  x   0.99960596  =   0.99955852
 RN0424
 RN0424                          SUPERSEDED SURVEY CONTROL
 RN0424
 RN0424  NAD 83(1991)-  46 28 37.65517(N)    092 42 47.42301(W) AD(       ) 2
 RN0424  NAD 83(1986)-  46 28 37.65440(N)    092 42 47.42355(W) AD(       ) 2
 RN0424  NGVD 29 (??/??/92)  330.600  (m)         1084.64   (f) ADJ UNCH    2 0
 RN0424
 RN0424.Superseded values are not recommended for survey control.
 RN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0424.See file dsdata.txt to determine how the superseded data were derived.
 RN0424
 RN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2201747101(NAD 83)
 RN0424
 RN0424_MARKER: DB = BENCH MARK DISK
 RN0424_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0424_SP_SET: BRIDGE
 RN0424_STAMPING: 0980-G HORN AZIMUTH 1969
 RN0424_MARK LOGO: MNHD  
 RN0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0424
 RN0424  HISTORY     - Date     Condition        Report By
 RN0424  HISTORY     - 1969     MONUMENTED       MNDT
 RN0424  HISTORY     - 1971     GOOD             MNDT
 RN0424
 RN0424                          STATION DESCRIPTION
 RN0424
 RN0424'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0424'2.6 MI NE FROM MOOSE LAKE.
 RN0424'MARK IS LOCATED 1.6 MILES NORTH AND EAST ALONG T.H. 27 FROM THE
 RN0424'JUNCTION OF T.H. 27 AND T.H. 73 IN MOOSE LAKE, THENCE, 1.8 MILES
 RN0424'NORTHEAST ALONG FAI 35, IN THE SOUTHEAST CORNER OF BRIDGE NO. 09816,
 RN0424'NORTHBOUND FAI 35 (MILE POINT 217.9) OVER THE MOOSE HORN RIVER.  SW
 RN0424'1/4 SECTION 11, T 46 N, R 19 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0421 ***********************************************************************
 RN0421  DESIGNATION -  0980 H
 RN0421  PID         -  RN0421
 RN0421  STATE/COUNTY-  MN/CARLTON
 RN0421  COUNTRY     -  US
 RN0421  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0421
 RN0421                         *CURRENT SURVEY CONTROL
 RN0421  ______________________________________________________________________
 RN0421* NAD 83(1986) POSITION- 46 29 26.02   (N) 092 41 53.54   (W)   HD_HELD1  
 RN0421* NAVD 88 ORTHO HEIGHT -   339.313  (meters)    1113.23  (feet) ADJUSTED  
 RN0421  ______________________________________________________________________
 RN0421  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 RN0421  DYNAMIC HEIGHT  -        339.329 (meters)     1113.28  (feet) COMP
 RN0421  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 RN0421
 RN0421  VERT ORDER      -  SECOND    CLASS 0
 RN0421
 RN0421.The horizontal coordinates were established by differentially corrected
 RN0421.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0421.
 RN0421.The orthometric height was determined by differential leveling and
 RN0421.adjusted in June 1991.
 RN0421
 RN0421.Photographs are available for this station.
 RN0421
 RN0421.The dynamic height is computed by dividing the NAVD 88
 RN0421.geopotential number by the normal gravity value computed on the
 RN0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0421.degrees latitude (g = 980.6199 gals.).
 RN0421
 RN0421.The modeled gravity was interpolated from observed gravity values.
 RN0421
 RN0421;                    North         East    Units  Estimated Accuracy
 RN0421;SPC MN C     -   266,837.8     919,123.9     MT  (+/- 3 meters HH1 GPS) 
 RN0421
 RN0421                          SUPERSEDED SURVEY CONTROL
 RN0421
 RN0421  NGVD 29 (??/??/92)  339.194  (m)         1112.84   (f) ADJ UNCH    2 0
 RN0421
 RN0421.Superseded values are not recommended for survey control.
 RN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0421.See file dsdata.txt to determine how the superseded data were derived.
 RN0421
 RN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2316148598(NAD 83)
 RN0421
 RN0421_MARKER: DB = BENCH MARK DISK
 RN0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0421_SP_SET: ABUTMENT
 RN0421_STAMPING: 0980-H 1970
 RN0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0421+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 RN0421
 RN0421  HISTORY     - Date     Condition        Report By
 RN0421  HISTORY     - 1970     MONUMENTED       MNDT
 RN0421  HISTORY     - 1971     GOOD             MNDT
 RN0421  HISTORY     - 19920824 GOOD             USPSQD
 RN0421  HISTORY     - 20080803 GOOD             GEOCAC
 RN0421
 RN0421                          STATION DESCRIPTION
 RN0421
 RN0421'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0421'1.5 MI S FROM BARNUM.
 RN0421'MARK IS LOCATED 1.5 MILES SOUTHWEST ALONG FAI 35 FROM THE JUNCTION OF
 RN0421'FAI 35 AND COUNTY ROAD 6 AT BARNUM, IN THE SOUTHEAST CORNER (ABUTMENT)
 RN0421'OF BRIDGE NO. 09832, COUNTY ROAD 138 OVER FAI 35 AT MILE POINT 219.1.
 RN0421'NW 1/4 SECTION 12, T 49N, R 19W.
 RN0421
 RN0421                          STATION RECOVERY (1992)
 RN0421
 RN0421'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0421'RECOVERED IN GOOD CONDITION.
 RN0421
 RN0421                          STATION RECOVERY (2008)
 RN0421
 RN0421'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0421'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0418 ***********************************************************************
 RN0418  DESIGNATION -  0980 K
 RN0418  PID         -  RN0418
 RN0418  STATE/COUNTY-  MN/CARLTON
 RN0418  COUNTRY     -  US
 RN0418  USGS QUAD   -  HANGING HORN LAKE (1981)
 RN0418
 RN0418                         *CURRENT SURVEY CONTROL
 RN0418  ______________________________________________________________________
 RN0418* NAD 83(1986) POSITION- 46 29 47.07   (N) 092 41 19.12   (W)   HD_HELD1  
 RN0418* NAVD 88 ORTHO HEIGHT -   339.362  (meters)    1113.39  (feet) ADJUSTED  
 RN0418  ______________________________________________________________________
 RN0418  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 RN0418  DYNAMIC HEIGHT  -        339.378 (meters)     1113.44  (feet) COMP
 RN0418  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 RN0418
 RN0418  VERT ORDER      -  SECOND    CLASS 0
 RN0418
 RN0418.The horizontal coordinates were established by differentially corrected
 RN0418.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0418.
 RN0418.The orthometric height was determined by differential leveling and
 RN0418.adjusted in June 1991.
 RN0418
 RN0418.Photographs are available for this station.
 RN0418
 RN0418.The dynamic height is computed by dividing the NAVD 88
 RN0418.geopotential number by the normal gravity value computed on the
 RN0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0418.degrees latitude (g = 980.6199 gals.).
 RN0418
 RN0418.The modeled gravity was interpolated from observed gravity values.
 RN0418
 RN0418;                    North         East    Units  Estimated Accuracy
 RN0418;SPC MN C     -   267,502.0     919,845.0     MT  (+/- 3 meters HH1 GPS) 
 RN0418
 RN0418                          SUPERSEDED SURVEY CONTROL
 RN0418
 RN0418  NGVD 29 (??/??/92)  339.244  (m)         1113.00   (f) ADJ UNCH    2 0
 RN0418
 RN0418.Superseded values are not recommended for survey control.
 RN0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0418.See file dsdata.txt to determine how the superseded data were derived.
 RN0418
 RN0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2389249251(NAD 83)
 RN0418
 RN0418_MARKER: DB = BENCH MARK DISK
 RN0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0418_SP_SET: ABUTMENT
 RN0418_STAMPING: 0980-K 1970
 RN0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0418+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2008
 RN0418
 RN0418  HISTORY     - Date     Condition        Report By
 RN0418  HISTORY     - 1970     MONUMENTED       MNDT
 RN0418  HISTORY     - 1971     GOOD             MNDT
 RN0418  HISTORY     - 19920824 GOOD             USPSQD
 RN0418  HISTORY     - 20080803 GOOD             GEOCAC
 RN0418
 RN0418                          STATION DESCRIPTION
 RN0418
 RN0418'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0418'0.9 MI S FROM BARNUM.
 RN0418'MARK IS LOCATED 0.9 MILES SOUTHWEST ALONG FAI 35 FROM THE JUNCTION OF
 RN0418'FAI 35 AND COUNTY ROAD 6 AT BARNUM, IN THE SOUTHEAST CORNER (ABUTMENT)
 RN0418'OF BRIDGE NO. 09819 COUNTY ROAD 13 OVER FAI 35 AT MILE POINT 219.7. SE
 RN0418'1/4 SECTION 1, T 46 N, R 19 W.
 RN0418
 RN0418                          STATION RECOVERY (1992)
 RN0418
 RN0418'RECOVERY NOTE BY US POWER SQUADRON 1992 (LJK)
 RN0418'RECOVERED IN GOOD CONDITION.
 RN0418
 RN0418                          STATION RECOVERY (2008)
 RN0418
 RN0418'RECOVERY NOTE BY GEOCACHING 2008 (JGH)
 RN0418'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0808 ***********************************************************************
 RN0808  DESIGNATION -  0980 M
 RN0808  PID         -  RN0808
 RN0808  STATE/COUNTY-  MN/CARLTON
 RN0808  COUNTRY     -  US
 RN0808  USGS QUAD   -  BARNUM (1981)
 RN0808
 RN0808                         *CURRENT SURVEY CONTROL
 RN0808  ______________________________________________________________________
 RN0808* NAD 83(1986) POSITION- 46 30 51.8    (N) 092 39 45.0    (W)   HD_HELD2  
 RN0808* NAVD 88 ORTHO HEIGHT -   355.273  (meters)    1165.59  (feet) ADJUSTED  
 RN0808  ______________________________________________________________________
 RN0808  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 RN0808  DYNAMIC HEIGHT  -        355.293 (meters)     1165.66  (feet) COMP
 RN0808  MODELED GRAVITY -    980,659.8   (mgal)                       NAVD 88
 RN0808
 RN0808  VERT ORDER      -  SECOND    CLASS 0
 RN0808
 RN0808.The horizontal coordinates were established by autonomous hand held GPS
 RN0808.observations and have an estimated accuracy of +/- 10 meters.
 RN0808.
 RN0808.The orthometric height was determined by differential leveling and
 RN0808.adjusted in June 1991.
 RN0808
 RN0808.Photographs are available for this station.
 RN0808
 RN0808.The dynamic height is computed by dividing the NAVD 88
 RN0808.geopotential number by the normal gravity value computed on the
 RN0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0808.degrees latitude (g = 980.6199 gals.).
 RN0808
 RN0808.The modeled gravity was interpolated from observed gravity values.
 RN0808
 RN0808;                    North         East    Units  Estimated Accuracy
 RN0808;SPC MN C     -   269,540.      921,811.      MT  (+/- 10 meters HH2 GPS)
 RN0808
 RN0808                          SUPERSEDED SURVEY CONTROL
 RN0808
 RN0808  NGVD 29 (??/??/92)  355.162  (m)         1165.23   (f) ADJ UNCH    2 0
 RN0808
 RN0808.Superseded values are not recommended for survey control.
 RN0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0808.See file dsdata.txt to determine how the superseded data were derived.
 RN0808
 RN0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2589051257(NAD 83)
 RN0808
 RN0808_MARKER: DB = BENCH MARK DISK
 RN0808_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0808_STAMPING: 0980-M
 RN0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0808+STABILITY: SURFACE MOTION
 RN0808
 RN0808  HISTORY     - Date     Condition        Report By
 RN0808  HISTORY     - UNK      MONUMENTED       MNDT
 RN0808  HISTORY     - 1971     GOOD             MNDT
 RN0808
 RN0808                          STATION DESCRIPTION
 RN0808
 RN0808'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0808'0.9 MI NE FROM BARNUM.
 RN0808'MARK IS LOCATED 0.9 MILES NORTHEAST ALONG FAI 35 FROM THE JUNCTION OF
 RN0808'FAI 35 AND COUNTY ROAD 6 AT BARNUM, 95 FEET SOUTHEAST OF, AND 2 FEET
 RN0808'LOWER THAN THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 221.5
 RN0808'(STATION 5708+81), 17 FEET NORTHEAST OF A CLUMP OF BIRCH TREES, 5 FEET
 RN0808'NORTHWEST OF THE RIGHT OF WAY FENCE, 1 FOOT NORTHWEST OF A STEEL
 RN0808'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 RN0808'THE GROUND.  SW 1/4 SECTION 31, T 47N, R 18W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0804 ***********************************************************************
 RN0804  DESIGNATION -  0980 N
 RN0804  PID         -  RN0804
 RN0804  STATE/COUNTY-  MN/CARLTON
 RN0804  COUNTRY     -  US
 RN0804  USGS QUAD   -  BARNUM (1981)
 RN0804
 RN0804                         *CURRENT SURVEY CONTROL
 RN0804  ______________________________________________________________________
 RN0804* NAD 83(1986) POSITION- 46 32 00.5    (N) 092 37 45.0    (W)   HD_HELD2  
 RN0804* NAVD 88 ORTHO HEIGHT -   347.087  (meters)    1138.73  (feet) ADJUSTED  
 RN0804  ______________________________________________________________________
 RN0804  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 RN0804  DYNAMIC HEIGHT  -        347.107 (meters)     1138.80  (feet) COMP
 RN0804  MODELED GRAVITY -    980,663.1   (mgal)                       NAVD 88
 RN0804
 RN0804  VERT ORDER      -  SECOND    CLASS 0
 RN0804
 RN0804.The horizontal coordinates were established by autonomous hand held GPS
 RN0804.observations and have an estimated accuracy of +/- 10 meters.
 RN0804.
 RN0804.The orthometric height was determined by differential leveling and
 RN0804.adjusted in June 1991.
 RN0804
 RN0804.Photographs are available for this station.
 RN0804
 RN0804.The dynamic height is computed by dividing the NAVD 88
 RN0804.geopotential number by the normal gravity value computed on the
 RN0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0804.degrees latitude (g = 980.6199 gals.).
 RN0804
 RN0804.The modeled gravity was interpolated from observed gravity values.
 RN0804
 RN0804;                    North         East    Units  Estimated Accuracy
 RN0804;SPC MN C     -   271,713.      924,325.      MT  (+/- 10 meters HH2 GPS)
 RN0804
 RN0804                          SUPERSEDED SURVEY CONTROL
 RN0804
 RN0804  NGVD 29 (??/??/92)  346.982  (m)         1138.39   (f) ADJ UNCH    2 0
 RN0804
 RN0804.Superseded values are not recommended for survey control.
 RN0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0804.See file dsdata.txt to determine how the superseded data were derived.
 RN0804
 RN0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2843753389(NAD 83)
 RN0804
 RN0804_MARKER: DB = BENCH MARK DISK
 RN0804_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0804_STAMPING: 0980-N 1970
 RN0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0804+STABILITY: SURFACE MOTION
 RN0804
 RN0804  HISTORY     - Date     Condition        Report By
 RN0804  HISTORY     - 1970     MONUMENTED       MNDT
 RN0804  HISTORY     - 1971     GOOD             MNDT
 RN0804
 RN0804                          STATION DESCRIPTION
 RN0804
 RN0804'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0804'2.9 MI NE FROM BARNUM.
 RN0804'MARK IS LOCATED 2.9 MILES NORTHEAST ALONG FAI 35, FROM THE JUNCTION OF
 RN0804'FAI 35 AND COUNTY ROAD 61 AT BARNUM, IN THE FAI MEDIAN, 150 FEET
 RN0804'NORTHWEST OF AND ABOUT LEVEL WITH, THE CENTERLINE OF NORTHBOUND FAI 35
 RN0804'AT MILE POINT 223.5 (STATION 5818+50), 103 FEET WEST OF THE NORTHWEST
 RN0804'END OF A 24 INCH CONCRETE CULVERT UNDER NORTHBOUND FAI 35, 95 FEET
 RN0804'SOUTH OF THE SOUTHEAST END OF A 24 INCH CONCRETE CULVERT UNDER
 RN0804'SOUTHBOUND FAI 35, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, IN A 6
 RN0804'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4
 RN0804'SECTION 28, T 47N, R 18W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0800 ***********************************************************************
 RN0800  DESIGNATION -  0980 P
 RN0800  PID         -  RN0800
 RN0800  STATE/COUNTY-  MN/CARLTON
 RN0800  COUNTRY     -  US
 RN0800  USGS QUAD   -  ATKINSON (1969)
 RN0800
 RN0800                         *CURRENT SURVEY CONTROL
 RN0800  ______________________________________________________________________
 RN0800* NAD 83(1986) POSITION- 46 32 53.4    (N) 092 36 45.4    (W)   HD_HELD2  
 RN0800* NAVD 88 ORTHO HEIGHT -   339.414  (meters)    1113.56  (feet) ADJUSTED  
 RN0800  ______________________________________________________________________
 RN0800  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 RN0800  DYNAMIC HEIGHT  -        339.435 (meters)     1113.63  (feet) COMP
 RN0800  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 RN0800
 RN0800  VERT ORDER      -  SECOND    CLASS 0
 RN0800
 RN0800.The horizontal coordinates were established by autonomous hand held GPS
 RN0800.observations and have an estimated accuracy of +/- 10 meters.
 RN0800.
 RN0800.The orthometric height was determined by differential leveling and
 RN0800.adjusted in June 1991.
 RN0800
 RN0800.Photographs are available for this station.
 RN0800
 RN0800.The dynamic height is computed by dividing the NAVD 88
 RN0800.geopotential number by the normal gravity value computed on the
 RN0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0800.degrees latitude (g = 980.6199 gals.).
 RN0800
 RN0800.The modeled gravity was interpolated from observed gravity values.
 RN0800
 RN0800;                    North         East    Units  Estimated Accuracy
 RN0800;SPC MN C     -   273,372.      925,561.      MT  (+/- 10 meters HH2 GPS)
 RN0800
 RN0800                          SUPERSEDED SURVEY CONTROL
 RN0800
 RN0800  NGVD 29 (??/??/92)  339.312  (m)         1113.23   (f) ADJ UNCH    2 0
 RN0800
 RN0800.Superseded values are not recommended for survey control.
 RN0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0800.See file dsdata.txt to determine how the superseded data were derived.
 RN0800
 RN0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2969855028(NAD 83)
 RN0800
 RN0800_MARKER: DB = BENCH MARK DISK
 RN0800_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0800_STAMPING: 0980-P 1970
 RN0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0800+STABILITY: SURFACE MOTION
 RN0800
 RN0800  HISTORY     - Date     Condition        Report By
 RN0800  HISTORY     - 1970     MONUMENTED       MNDT
 RN0800  HISTORY     - 1971     GOOD             MNDT
 RN0800
 RN0800                          STATION DESCRIPTION
 RN0800
 RN0800'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0800'4.2 MI NE FROM BARNUM.
 RN0800'MARK IS LOCATED 4.2 MILES NORTHEAST ALONG FAI 35 FROM THE JUNCTION OF
 RN0800'FAI 35 AND COUNTY ROAD 6 AT BARNUM, 95 FEET SOUTHEAST OF, AND ABOUT
 RN0800'LEVEL WITH THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 224.8
 RN0800'(STATION 5886+58) 4 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1.5 FEET
 RN0800'NORTHWEST OF THE STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH
 RN0800'WITH THE GROUND.  NW 1/4 SECTION 22, T 47 N, R 18W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0792 ***********************************************************************
 RN0792  DESIGNATION -  0980 R
 RN0792  PID         -  RN0792
 RN0792  STATE/COUNTY-  MN/CARLTON
 RN0792  COUNTRY     -  US
 RN0792  USGS QUAD   -  ATKINSON (1969)
 RN0792
 RN0792                         *CURRENT SURVEY CONTROL
 RN0792  ______________________________________________________________________
 RN0792* NAD 83(1996) POSITION- 46 34 37.96543(N) 092 35 06.28763(W)   ADJUSTED  
 RN0792* NAVD 88 ORTHO HEIGHT -   359.940  (meters)    1180.90  (feet) ADJUSTED  
 RN0792  ______________________________________________________________________
 RN0792  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC09
 RN0792  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 RN0792  DYNAMIC HEIGHT  -        359.965 (meters)     1180.99  (feet) COMP
 RN0792  MODELED GRAVITY -    980,672.2   (mgal)                       NAVD 88
 RN0792
 RN0792  HORZ ORDER      -  SECOND
 RN0792  VERT ORDER      -  SECOND    CLASS 0
 RN0792
 RN0792.The horizontal coordinates were established by classical geodetic methods
 RN0792.and adjusted by the National Geodetic Survey in March 1999.
 RN0792.
 RN0792.The orthometric height was determined by differential leveling and
 RN0792.adjusted in June 1991.
 RN0792
 RN0792.Photographs are available for this station.
 RN0792
 RN0792.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN0792
 RN0792.The dynamic height is computed by dividing the NAVD 88
 RN0792.geopotential number by the normal gravity value computed on the
 RN0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0792.degrees latitude (g = 980.6199 gals.).
 RN0792
 RN0792.The modeled gravity was interpolated from observed gravity values.
 RN0792
 RN0792. The following values were computed from the NAD 83(1996) position.
 RN0792
 RN0792;                    North         East     Units Scale Factor Converg.
 RN0792;SPC MN C     -   276,643.655   927,604.343   MT  0.99993095   +1 12 15.8
 RN0792;SPC MN C     -   907,621.72  3,043,315.25   sFT  0.99993095   +1 12 15.8
 RN0792;UTM  15      - 5,158,266.635   531,792.491   MT  0.99961242   +0 18 04.9
 RN0792
 RN0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0792!SPC MN C     -   0.99994798  x   0.99993095  =   0.99987893
 RN0792!UTM  15      -   0.99994798  x   0.99961242  =   0.99956042
 RN0792
 RN0792                          SUPERSEDED SURVEY CONTROL
 RN0792
 RN0792  NAD 83(1991)-  46 34 37.96519(N)    092 35 06.28341(W) AD(       ) 2
 RN0792  NAD 83(1986)-  46 34 37.95836(N)    092 35 06.28945(W) AD(       ) 2
 RN0792  NGVD 29 (??/??/92)  359.845  (m)         1180.59   (f) ADJ UNCH    2 0
 RN0792
 RN0792.Superseded values are not recommended for survey control.
 RN0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0792.See file dsdata.txt to determine how the superseded data were derived.
 RN0792
 RN0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3179258266(NAD 83)
 RN0792
 RN0792_MARKER: DB = BENCH MARK DISK
 RN0792_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN0792_SP_SET: ABUTMENT
 RN0792_STAMPING: 0980-R HIZER NO. 1 1969
 RN0792_MARK LOGO: MNHD  
 RN0792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0792
 RN0792  HISTORY     - Date     Condition        Report By
 RN0792  HISTORY     - 1969     MONUMENTED       MNHD
 RN0792  HISTORY     - 1971     GOOD             MNDT
 RN0792  HISTORY     - 20051028 GOOD             USPSQD
 RN0792
 RN0792                          STATION DESCRIPTION
 RN0792
 RN0792'DESCRIBED BY MN HIGHWAY DEPT 1969
 RN0792'TO REACH THE STATION FROM THE INTERCHANGE OF COUNTY ROAD NO. 6 AND
 RN0792'F.A.I. 35 EAST OF BARNUM, GO NORTH ON F.A.I. 35 FOR 6.2 MILES
 RN0792'TO STATION HIZER MNHD ON RIGHT, ABOUT 0.25 MILE SOUTH OF COUNTY
 RN0792'ROAD NO. 4 BRIDGE OVER F.A.I. 35.
 RN0792'
 RN0792'TO REACH REFERENCE MARK NO. 1 FROM STATION HIZER MNHD CONTINUE N ON
 RN0792'F.A.I. 35 FOR 0.3 MILE TO MARK ON RIGHT.
 RN0792'
 RN0792'REFERENCE MARK NO. 1, A STANDARD MHD BENCH MARK DISK STAMPED
 RN0792'HIZER NO. 1 1969, IS SET IN THE SOUTHEAST CORNER ABUTMENT OF
 RN0792'BRIDGE (NO. 09821).  COUNTY ROAD NO. 4 OVER F.A.I. 35.
 RN0792
 RN0792                          STATION RECOVERY (1971)
 RN0792
 RN0792'RECOVERY NOTE BY MN DEPT OF TRANSP 1971
 RN0792'2.1 MI E FROM MAHTOWA.
 RN0792'MARK IS LOCATED 2.1 MILES EAST ALONG COUNTY ROAD 4 FROM THE JUNCTION
 RN0792'OF COUNTY ROAD 4 AND THE RAILROAD AT MAHTOWA, IN THE SOUTHEAST CORNER
 RN0792'(ABUTMENT) OF BRIDGE NO. 09821, COUNTY ROAD 4 OVER FAI 35 AT MILE
 RN0792'POINT 227.3.  NE 1/4 SECTION 11, T 47 N, R 18 W.
 RN0792
 RN0792                          STATION RECOVERY (2005)
 RN0792
 RN0792'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWS)
 RN0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0788 ***********************************************************************
 RN0788  DESIGNATION -  0980 S
 RN0788  PID         -  RN0788
 RN0788  STATE/COUNTY-  MN/CARLTON
 RN0788  COUNTRY     -  US
 RN0788  USGS QUAD   -  ATKINSON (1969)
 RN0788
 RN0788                         *CURRENT SURVEY CONTROL
 RN0788  ______________________________________________________________________
 RN0788* NAD 83(1986) POSITION- 46 35 26.80   (N) 092 34 40.43   (W)   HD_HELD1  
 RN0788* NAVD 88 ORTHO HEIGHT -   365.647  (meters)    1199.63  (feet) ADJUSTED  
 RN0788  ______________________________________________________________________
 RN0788  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 RN0788  DYNAMIC HEIGHT  -        365.673 (meters)     1199.71  (feet) COMP
 RN0788  MODELED GRAVITY -    980,674.2   (mgal)                       NAVD 88
 RN0788
 RN0788  VERT ORDER      -  SECOND    CLASS 0
 RN0788
 RN0788.The horizontal coordinates were established by differentially corrected
 RN0788.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0788.
 RN0788.The orthometric height was determined by differential leveling and
 RN0788.adjusted in June 1991.
 RN0788
 RN0788.Photographs are available for this station.
 RN0788
 RN0788.The dynamic height is computed by dividing the NAVD 88
 RN0788.geopotential number by the normal gravity value computed on the
 RN0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0788.degrees latitude (g = 980.6199 gals.).
 RN0788
 RN0788.The modeled gravity was interpolated from observed gravity values.
 RN0788
 RN0788;                    North         East    Units  Estimated Accuracy
 RN0788;SPC MN C     -   278,162.8     928,122.9     MT  (+/- 3 meters HH1 GPS) 
 RN0788
 RN0788                          SUPERSEDED SURVEY CONTROL
 RN0788
 RN0788  NGVD 29 (??/??/92)  365.552  (m)         1199.32   (f) ADJ UNCH    2 0
 RN0788
 RN0788.Superseded values are not recommended for survey control.
 RN0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0788.See file dsdata.txt to determine how the superseded data were derived.
 RN0788
 RN0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3233459776(NAD 83)
 RN0788
 RN0788_MARKER: DB = BENCH MARK DISK
 RN0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0788_STAMPING: 0980 S 1970
 RN0788_MARK LOGO: MNHD  
 RN0788_PROJECTION: RECESSED 3 CENTIMETERS
 RN0788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0788+STABILITY: SURFACE MOTION
 RN0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0788+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2008
 RN0788
 RN0788  HISTORY     - Date     Condition        Report By
 RN0788  HISTORY     - 1970     MONUMENTED       MNDT
 RN0788  HISTORY     - 1971     GOOD             MNDT
 RN0788  HISTORY     - 20081201 GOOD             MNDT
 RN0788
 RN0788                          STATION DESCRIPTION
 RN0788
 RN0788'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0788'2.7 MI NE FROM MAHTOWA.
 RN0788'MARK IS LOCATED 2.1 MILES EAST ALONG COUNTY ROAD 4 FROM THE JUNCTION
 RN0788'OF COUNTY ROAD 4 AND THE RAILROAD IN MAHTOWA, THENCE, 1.0 MILES
 RN0788'NORTHEAST ALONG FAI 35, 105 FEET NORTHWEST OF THE CENTERLINE OF
 RN0788'SOUTHBOUND FAI 35 AT MILE POINT 228.35 (STATION 6072+00) 13 POSTS
 RN0788'SOUTHWEST OF A BEND IN THE RIGHT OF WAY FENCE, 4.5 FEET SOUTHEAST OF
 RN0788'THE RIGHT OF WAY FENCE, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST, IN A
 RN0788'6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 RN0788'SECTION 2, T 47 N, R 18 W.
 RN0788
 RN0788                          STATION RECOVERY (2008)
 RN0788
 RN0788'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 RN0788'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0786 ***********************************************************************
 RN0786  DESIGNATION -  0980 T
 RN0786  PID         -  RN0786
 RN0786  STATE/COUNTY-  MN/CARLTON
 RN0786  COUNTRY     -  US
 RN0786  USGS QUAD   -  ATKINSON (1969)
 RN0786
 RN0786                         *CURRENT SURVEY CONTROL
 RN0786  ______________________________________________________________________
 RN0786* NAD 83(1986) POSITION- 46 36 48.     (N) 092 33 00.     (W)   SCALED    
 RN0786* NAVD 88 ORTHO HEIGHT -   342.474  (meters)    1123.60  (feet) ADJUSTED  
 RN0786  ______________________________________________________________________
 RN0786  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 RN0786  DYNAMIC HEIGHT  -        342.498 (meters)     1123.68  (feet) COMP
 RN0786  MODELED GRAVITY -    980,674.9   (mgal)                       NAVD 88
 RN0786
 RN0786  VERT ORDER      -  SECOND    CLASS 0
 RN0786
 RN0786.The horizontal coordinates were scaled from a topographic map and have
 RN0786.an estimated accuracy of +/- 6 seconds.
 RN0786.
 RN0786.The orthometric height was determined by differential leveling and
 RN0786.adjusted in June 1991.
 RN0786
 RN0786.The dynamic height is computed by dividing the NAVD 88
 RN0786.geopotential number by the normal gravity value computed on the
 RN0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0786.degrees latitude (g = 980.6199 gals.).
 RN0786
 RN0786.The modeled gravity was interpolated from observed gravity values.
 RN0786
 RN0786;                    North         East    Units  Estimated Accuracy
 RN0786;SPC MN C     -   280,720.      930,210.      MT  (+/- 180 meters Scaled)
 RN0786
 RN0786                          SUPERSEDED SURVEY CONTROL
 RN0786
 RN0786  NGVD 29 (??/??/92)  342.378  (m)         1123.29   (f) ADJ UNCH    2 0
 RN0786
 RN0786.Superseded values are not recommended for survey control.
 RN0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0786.See file dsdata.txt to determine how the superseded data were derived.
 RN0786
 RN0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM344622(NAD 83)
 RN0786
 RN0786_MARKER: DD = SURVEY DISK
 RN0786_SETTING: 66 = SET IN ROCK OUTCROP
 RN0786_SP_SET: BEDROCK
 RN0786_STAMPING: 0980-T 1970
 RN0786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RN0786+STABILITY: POSITION/ELEVATION WELL
 RN0786
 RN0786  HISTORY     - Date     Condition        Report By
 RN0786  HISTORY     - 1970     MONUMENTED       MNDT
 RN0786  HISTORY     - 1971     GOOD             MNDT
 RN0786  HISTORY     - 20010331 GOOD             NGS
 RN0786
 RN0786                          STATION DESCRIPTION
 RN0786
 RN0786'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0786'1.4 MI S FROM OTTER CREEK.
 RN0786'MARK IS LOCATED 1.4 MILES SOUTHWEST OF THE FAI 35 OVERPASS NEAR OTTER
 RN0786'CREEK, AT AN OLD ROAD CROSSING, 92 FEET SOUTHEAST OF, AND ABOUT LEVEL
 RN0786'WITH, THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 230.35
 RN0786'(STATION 6178+82), 10 FEET SOUTHEAST OF THE RIGHT OF WAY FENCE, 1 FOOT
 RN0786'WEST OF A STEEL WITNESS POST (1/2 INCH ROD) SET IN EXPOSED BEDROCK. NW
 RN0786'1/4 SECTION 30, T 48N, R 17W.
 RN0786
 RN0786                          STATION RECOVERY (2001)
 RN0786
 RN0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN0786'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0785 ***********************************************************************
 RN0785  DESIGNATION -  0980 U
 RN0785  PID         -  RN0785
 RN0785  STATE/COUNTY-  MN/CARLTON
 RN0785  COUNTRY     -  US
 RN0785  USGS QUAD   -  ATKINSON (1969)
 RN0785
 RN0785                         *CURRENT SURVEY CONTROL
 RN0785  ______________________________________________________________________
 RN0785* NAD 83(1986) POSITION- 46 37 16.     (N) 092 32 23.     (W)   SCALED    
 RN0785* NAVD 88 ORTHO HEIGHT -   345.179  (meters)    1132.47  (feet) ADJUSTED  
 RN0785  ______________________________________________________________________
 RN0785  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 RN0785  DYNAMIC HEIGHT  -        345.203 (meters)     1132.55  (feet) COMP
 RN0785  MODELED GRAVITY -    980,674.7   (mgal)                       NAVD 88
 RN0785
 RN0785  VERT ORDER      -  SECOND    CLASS 0
 RN0785
 RN0785.The horizontal coordinates were scaled from a topographic map and have
 RN0785.an estimated accuracy of +/- 6 seconds.
 RN0785.
 RN0785.The orthometric height was determined by differential leveling and
 RN0785.adjusted in June 1991.
 RN0785
 RN0785.The dynamic height is computed by dividing the NAVD 88
 RN0785.geopotential number by the normal gravity value computed on the
 RN0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0785.degrees latitude (g = 980.6199 gals.).
 RN0785
 RN0785.The modeled gravity was interpolated from observed gravity values.
 RN0785
 RN0785;                    North         East    Units  Estimated Accuracy
 RN0785;SPC MN C     -   281,600.      930,980.      MT  (+/- 180 meters Scaled)
 RN0785
 RN0785                          SUPERSEDED SURVEY CONTROL
 RN0785
 RN0785  NGVD 29 (??/??/92)  345.083  (m)         1132.16   (f) ADJ UNCH    2 0
 RN0785
 RN0785.Superseded values are not recommended for survey control.
 RN0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0785.See file dsdata.txt to determine how the superseded data were derived.
 RN0785
 RN0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM352631(NAD 83)
 RN0785
 RN0785_MARKER: DD = SURVEY DISK
 RN0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0785_STAMPING: 0980-U 1969
 RN0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0785+STABILITY: SURFACE MOTION
 RN0785
 RN0785  HISTORY     - Date     Condition        Report By
 RN0785  HISTORY     - 1969     MONUMENTED       MNDT
 RN0785  HISTORY     - 1971     GOOD             MNDT
 RN0785  HISTORY     - 20010331 GOOD             NGS
 RN0785
 RN0785                          STATION DESCRIPTION
 RN0785
 RN0785'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0785'0.7 MI S FROM OTTER CREEK.
 RN0785'MARK IS LOCATED 0.8 MILES SOUTHWEST ALONG FAI 35 FROM THE OTTER CREEK
 RN0785'OVERPASS NEAR OTTER CREEK, 95 FEET SOUTHEAST OF, AND 2 FEET HIGHER
 RN0785'THAN, THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 231.05
 RN0785'(STATION 6215+42), 4 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1 FOOT
 RN0785'NORTHWEST OF A STEEL WITNESS POST, IN A 6-FOOT PRE-CAST CONCRETE
 RN0785'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 19, T 48 N, R 19
 RN0785'W.
 RN0785
 RN0785                          STATION RECOVERY (2001)
 RN0785
 RN0785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN0785'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0112 ***********************************************************************
 RN0112  DESIGNATION -  0980 W
 RN0112  PID         -  RN0112
 RN0112  STATE/COUNTY-  MN/CARLTON
 RN0112  COUNTRY     -  US
 RN0112  USGS QUAD   -  IVERSON (1969)
 RN0112
 RN0112                         *CURRENT SURVEY CONTROL
 RN0112  ______________________________________________________________________
 RN0112* NAD 83(1986) POSITION- 46 38 28.     (N) 092 31 22.     (W)   SCALED    
 RN0112* NAVD 88 ORTHO HEIGHT -   363.226  (meters)    1191.68  (feet) ADJUSTED  
 RN0112  ______________________________________________________________________
 RN0112  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 RN0112  DYNAMIC HEIGHT  -        363.252 (meters)     1191.77  (feet) COMP
 RN0112  MODELED GRAVITY -    980,674.4   (mgal)                       NAVD 88
 RN0112
 RN0112  VERT ORDER      -  SECOND    CLASS I
 RN0112
 RN0112.The horizontal coordinates were scaled from a topographic map and have
 RN0112.an estimated accuracy of +/- 6 seconds.
 RN0112.
 RN0112.The orthometric height was determined by differential leveling and
 RN0112.adjusted in August 2003.
 RN0112
 RN0112.No vertical observational check was made to the station.
 RN0112
 RN0112.The dynamic height is computed by dividing the NAVD 88
 RN0112.geopotential number by the normal gravity value computed on the
 RN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0112.degrees latitude (g = 980.6199 gals.).
 RN0112
 RN0112.The modeled gravity was interpolated from observed gravity values.
 RN0112
 RN0112;                    North         East    Units  Estimated Accuracy
 RN0112;SPC MN C     -   283,850.      932,220.      MT  (+/- 180 meters Scaled)
 RN0112
 RN0112                          SUPERSEDED SURVEY CONTROL
 RN0112
 RN0112  NAVD 88 (06/15/91)  363.185  (m)         1191.55   (f) SUPERSEDED  2 0
 RN0112  NGVD 29 (??/??/92)  363.089  (m)         1191.23   (f) ADJ UNCH    2 0
 RN0112
 RN0112.Superseded values are not recommended for survey control.
 RN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0112.See file dsdata.txt to determine how the superseded data were derived.
 RN0112
 RN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM365653(NAD 83)
 RN0112
 RN0112_MARKER: DD = SURVEY DISK
 RN0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0112_STAMPING: 0980 W LITTLE NO 2 1969
 RN0112_MARK LOGO: MNDT  
 RN0112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0112+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1999
 RN0112
 RN0112  HISTORY     - Date     Condition        Report By
 RN0112  HISTORY     - 1969     MONUMENTED       MNDT
 RN0112  HISTORY     - 1971     GOOD             MNDT
 RN0112  HISTORY     - 19990901 GOOD             MNDT
 RN0112
 RN0112                          STATION DESCRIPTION
 RN0112
 RN0112'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0112'1.1 MI NE FROM OTTER CREEK.
 RN0112'MARK IS LOCATED 1.1 MILES NORTHEAST ALONG FAI 35 FROM THE OTTER CREEK
 RN0112'OVERPASS NEAR OTTER CREEK, 98 FEET SOUTHEAST OF, AND 4 FEET HIGHER
 RN0112'THAN, THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT 232.9 (STATION
 RN0112'6311+45), 700 FEET SOUTHWEST OF LITTLE OTTER CREEK, 1 FOOT NORTHWEST
 RN0112'OF THE RIGHT OF WAY FENCE, 1 FOOT NORTHWEST OF A STEEL WITNESS POST,
 RN0112'IN A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 RN0112'GROUND.  SE 1/4 SECTION 17, T 17 N, R 48 W.
 RN0112
 RN0112                          STATION RECOVERY (1999)
 RN0112
 RN0112'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN0112'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0105 ***********************************************************************
 RN0105  DESIGNATION -  0980 Y
 RN0105  PID         -  RN0105
 RN0105  STATE/COUNTY-  MN/CARLTON
 RN0105  COUNTRY     -  US
 RN0105  USGS QUAD   -  CLOQUET (1954)
 RN0105
 RN0105                         *CURRENT SURVEY CONTROL
 RN0105  ______________________________________________________________________
 RN0105* NAD 83(1986) POSITION- 46 39 12.     (N) 092 29 37.     (W)   SCALED    
 RN0105* NAVD 88 ORTHO HEIGHT -   348.261  (meters)    1142.59  (feet) ADJUSTED  
 RN0105  ______________________________________________________________________
 RN0105  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 RN0105  DYNAMIC HEIGHT  -        348.286 (meters)     1142.67  (feet) COMP
 RN0105  MODELED GRAVITY -    980,674.8   (mgal)                       NAVD 88
 RN0105
 RN0105  VERT ORDER      -  SECOND    CLASS 0
 RN0105
 RN0105.The horizontal coordinates were scaled from a topographic map and have
 RN0105.an estimated accuracy of +/- 6 seconds.
 RN0105.
 RN0105.The orthometric height was determined by differential leveling and
 RN0105.adjusted in June 1991.
 RN0105
 RN0105.The dynamic height is computed by dividing the NAVD 88
 RN0105.geopotential number by the normal gravity value computed on the
 RN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0105.degrees latitude (g = 980.6199 gals.).
 RN0105
 RN0105.The modeled gravity was interpolated from observed gravity values.
 RN0105
 RN0105;                    North         East    Units  Estimated Accuracy
 RN0105;SPC MN C     -   285,250.      934,430.      MT  (+/- 180 meters Scaled)
 RN0105
 RN0105                          SUPERSEDED SURVEY CONTROL
 RN0105
 RN0105  NGVD 29 (??/??/92)  348.166  (m)         1142.27   (f) ADJ UNCH    2 0
 RN0105
 RN0105.Superseded values are not recommended for survey control.
 RN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0105.See file dsdata.txt to determine how the superseded data were derived.
 RN0105
 RN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM387667(NAD 83)
 RN0105
 RN0105_MARKER: DD = SURVEY DISK
 RN0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN0105_SP_SET: CONCRETE BASE
 RN0105_STAMPING: 0980-Y 1970
 RN0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0105
 RN0105  HISTORY     - Date     Condition        Report By
 RN0105  HISTORY     - 1970     MONUMENTED       MNDT
 RN0105  HISTORY     - 1971     GOOD             MNDT
 RN0105  HISTORY     - 20010331 GOOD             NGS
 RN0105
 RN0105                          STATION DESCRIPTION
 RN0105
 RN0105'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0105'3.2 MI WSW FROM CARLTON.
 RN0105'MARK IS LOCATED 2.4 MILES WEST ALONG TH 210 FROM THE JUNCTION OF TH
 RN0105'210 AND TH 61 IN CARLTON, THENCE, 1.1 MILES SOUTHWEST ALONG FAI 35, 60
 RN0105'FEET SOUTHEAST OF THE CENTERLINE OF NORTHBOUND FAI 35 AT MILE POINT
 RN0105'234.4 (STATION 6390+00) 2 FEET NORTHEAST OF A STEEL WITNESS POST, IN
 RN0105'THE NORTHEAST CORNER OF THE CONCRETE BASE, OF THE SOUTHEAST LEG OF A
 RN0105'HIGHWAY INFORMATION SIGN (TH 210 CARLTON EXIT 1 MILE).  SE 1/4 SECTION
 RN0105'9, T 48N, R 17W.  NOTE-- THIS MARK IS ALSO 2.5 MILES NORTHEAST ALONG
 RN0105'FAI 35 FROM THE OTTER CREEK OVERPASS NEAR OTTER CREEK.
 RN0105
 RN0105                          STATION RECOVERY (2001)
 RN0105
 RN0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RN0105'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0615 ***********************************************************************
 PP0615  DESIGNATION -  1
 PP0615  PID         -  PP0615
 PP0615  STATE/COUNTY-  MN/WASHINGTON
 PP0615  COUNTRY     -  US
 PP0615  USGS QUAD   -  PRESCOTT (1993)
 PP0615
 PP0615                         *CURRENT SURVEY CONTROL
 PP0615  ______________________________________________________________________
 PP0615* NAD 83(1986) POSITION- 44 45 29.     (N) 092 51 37.     (W)   SCALED    
 PP0615* NAVD 88 ORTHO HEIGHT -   211.167  (meters)     692.80  (feet) ADJUSTED  
 PP0615  ______________________________________________________________________
 PP0615  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 PP0615  DYNAMIC HEIGHT  -        211.145 (meters)      692.73  (feet) COMP
 PP0615  MODELED GRAVITY -    980,511.8   (mgal)                       NAVD 88
 PP0615
 PP0615  VERT ORDER      -  SECOND    CLASS 0
 PP0615
 PP0615.The horizontal coordinates were scaled from a topographic map and have
 PP0615.an estimated accuracy of +/- 6 seconds.
 PP0615.
 PP0615.The orthometric height was determined by differential leveling and
 PP0615.adjusted in June 1991.
 PP0615
 PP0615.The dynamic height is computed by dividing the NAVD 88
 PP0615.geopotential number by the normal gravity value computed on the
 PP0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0615.degrees latitude (g = 980.6199 gals.).
 PP0615
 PP0615.The modeled gravity was interpolated from observed gravity values.
 PP0615
 PP0615;                    North         East    Units  Estimated Accuracy
 PP0615;SPC MN S     -   295,970.      890,230.      MT  (+/- 180 meters Scaled)
 PP0615
 PP0615                          SUPERSEDED SURVEY CONTROL
 PP0615
 PP0615  NGVD 29 (??/??/92)  211.120  (m)          692.65   (f) ADJ UNCH    2 0
 PP0615
 PP0615.Superseded values are not recommended for survey control.
 PP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0615.See file dsdata.txt to determine how the superseded data were derived.
 PP0615
 PP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK110560(NAD 83)
 PP0615
 PP0615_MARKER: B = BOLT
 PP0615_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PP0615+WITH SETTING: PAVEMENT
 PP0615_SP_SET: RAILROAD SIGNAL BASE
 PP0615_MARK LOGO: MNHD  
 PP0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0615+STABILITY: SURFACE MOTION
 PP0615
 PP0615  HISTORY     - Date     Condition        Report By
 PP0615  HISTORY     - 1970     MONUMENTED       MNHD
 PP0615  HISTORY     - 1970     GOOD             MNDT
 PP0615  HISTORY     - 19880808 MARK NOT FOUND   MNDT
 PP0615
 PP0615                          STATION DESCRIPTION
 PP0615
 PP0615'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0615'1.6 MI N FROM HASTINGS.
 PP0615'MARK IS LOCATED ON TOP OF THE NORTHEAST BOLT IN THE CONCRETE BASE OF
 PP0615'RAILROAD SIGNAL NO. N-410.5, ABOUT 600 FEET WEST OF THE ST. CROIX
 PP0615'RAILROAD STATION AND ABOUT 8 FEET NORTH OF THE NORTH RAIL OF THE SOUTH
 PP0615'MAINLINE TRACKS 0.2 MILES WEST OF TH 61.  SE 1/4 SECTION 21, T 115N, R
 PP0615'17W.
 PP0615
 PP0615                          STATION RECOVERY (1988)
 PP0615
 PP0615'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0615'THE MARK AS DESCRIBED IN 1970 WAS SEARCHED FOR BUT NOT FOUND.  A
 PP0615'RAILROAD SPOKESMAN STATED THAT THERE WAS A LARGE TRAIN DERAILMENT IN
 PP0615'THE AREA OF THE MARK AND THE MARK WAS PROBABLY DESTROYED AT THAT
 PP0615'TIME.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1707 ***********************************************************************
 QP1707  DESIGNATION -  1 3
 QP1707  PID         -  QP1707
 QP1707  STATE/COUNTY-  MN/KANDIYOHI
 QP1707  COUNTRY     -  US
 QP1707  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1707
 QP1707                         *CURRENT SURVEY CONTROL
 QP1707  ______________________________________________________________________
 QP1707* NAD 83(1986) POSITION- 45 08 26.     (N) 095 01 16.     (W)   SCALED    
 QP1707* NAVD 88 ORTHO HEIGHT -   348.980  (meters)    1144.95  (feet) ADJUSTED  
 QP1707  ______________________________________________________________________
 QP1707  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 QP1707  DYNAMIC HEIGHT  -        348.954 (meters)     1144.86  (feet) COMP
 QP1707  MODELED GRAVITY -    980,532.1   (mgal)                       NAVD 88
 QP1707
 QP1707  VERT ORDER      -  SECOND    CLASS II
 QP1707
 QP1707.The horizontal coordinates were scaled from a topographic map and have
 QP1707.an estimated accuracy of +/- 6 seconds.
 QP1707.
 QP1707.The orthometric height was determined by differential leveling and
 QP1707.adjusted in June 1991.
 QP1707
 QP1707.The dynamic height is computed by dividing the NAVD 88
 QP1707.geopotential number by the normal gravity value computed on the
 QP1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1707.degrees latitude (g = 980.6199 gals.).
 QP1707
 QP1707.The modeled gravity was interpolated from observed gravity values.
 QP1707
 QP1707;                    North         East    Units  Estimated Accuracy
 QP1707;SPC MN S     -   338,350.      719,690.      MT  (+/- 180 meters Scaled)
 QP1707
 QP1707                          SUPERSEDED SURVEY CONTROL
 QP1707
 QP1707.No superseded survey control is available for this station.
 QP1707
 QP1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL410005(NAD 83)
 QP1707
 QP1707_MARKER: DB = BENCH MARK DISK
 QP1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1707_SP_SET: CONCRETE POST
 QP1707_STAMPING: 1-3 1981
 QP1707_MARK LOGO: MNDT  
 QP1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1707+STABILITY: SURFACE MOTION
 QP1707
 QP1707  HISTORY     - Date     Condition        Report By
 QP1707  HISTORY     - 1981     MONUMENTED       MNDT
 QP1707
 QP1707                          STATION DESCRIPTION
 QP1707
 QP1707'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1707'IN WILLMAR.
 QP1707'THE MARK IS LOCATED AT THE ENTRANCE TO THE WILLMAR STATE HOSPITAL IN
 QP1707'THE SW 1/4 OF SECTION 1, T119N, R35W.  THE MARK IS 279 FEET NORTH OF
 QP1707'THE CENTER OF 15TH AVENUE NORTHEAST, 43.6 FEET WEST OF AN ARC LIGHT
 QP1707'POLE, 37.5 FEET NORTH-NORTHWEST OF A 30 INCH ELM TREE, 33 FEET
 QP1707'WEST-SOUTHWEST OF A 30 INCH ELM TREE AND 0.8 FOOT WEST OF A STEEL
 QP1707'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1707'STAMPED---1-3 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1707'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1623 ***********************************************************************
 QP1623  DESIGNATION -  1 4 119
 QP1623  PID         -  QP1623
 QP1623  STATE/COUNTY-  MN/KANDIYOHI
 QP1623  COUNTRY     -  US
 QP1623  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1623
 QP1623                         *CURRENT SURVEY CONTROL
 QP1623  ______________________________________________________________________
 QP1623* NAD 83(1986) POSITION- 45 09 13.     (N) 095 01 11.     (W)   SCALED    
 QP1623* NAVD 88 ORTHO HEIGHT -   354.476  (meters)    1162.98  (feet) ADJUSTED  
 QP1623  ______________________________________________________________________
 QP1623  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1623  DYNAMIC HEIGHT  -        354.449 (meters)     1162.89  (feet) COMP
 QP1623  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 QP1623
 QP1623  VERT ORDER      -  FIRST     CLASS II
 QP1623
 QP1623.The horizontal coordinates were scaled from a topographic map and have
 QP1623.an estimated accuracy of +/- 6 seconds.
 QP1623.
 QP1623.The orthometric height was determined by differential leveling and
 QP1623.adjusted in June 1991.
 QP1623
 QP1623.Photographs are available for this station.
 QP1623
 QP1623.The dynamic height is computed by dividing the NAVD 88
 QP1623.geopotential number by the normal gravity value computed on the
 QP1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1623.degrees latitude (g = 980.6199 gals.).
 QP1623
 QP1623.The modeled gravity was interpolated from observed gravity values.
 QP1623
 QP1623;                    North         East    Units  Estimated Accuracy
 QP1623;SPC MN S     -   339,800.      719,820.      MT  (+/- 180 meters Scaled)
 QP1623
 QP1623                          SUPERSEDED SURVEY CONTROL
 QP1623
 QP1623.No superseded survey control is available for this station.
 QP1623
 QP1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL412019(NAD 83)
 QP1623
 QP1623_MARKER: DB = BENCH MARK DISK
 QP1623_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1623_SP_SET: CONCRETE POST
 QP1623_STAMPING: 1-4-119 1981
 QP1623_MARK LOGO: MNDT  
 QP1623_PROJECTION: FLUSH
 QP1623_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1623+STABILITY: SURFACE MOTION
 QP1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1623+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 QP1623
 QP1623  HISTORY     - Date     Condition        Report By
 QP1623  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1623  HISTORY     - 19900803 GOOD             NGS
 QP1623  HISTORY     - 20011008 GOOD             MNDT
 QP1623  HISTORY     - 20080930 GOOD             MNDT
 QP1623
 QP1623                          STATION DESCRIPTION
 QP1623
 QP1623'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1623'IN WILLMAR.
 QP1623'THE MARK IS LOCATED ABOUT 0.5 MILE SOUTH ALONG NEW TRUNK HIGHWAY 71
 QP1623'FROM ITS JUNCTION WITH COUNTY ROAD 90 AND IS IN THE NW 1/4 OF SECTION
 QP1623'1, T119N, R35W.  THE MARKS 93.6 FEET NORTH-NORTHWEST OF HIGHWAY MILE
 QP1623'POST 126, 91.5 FEET WEST OF THE SOUTHBOUND HIGHWAY 71 CENTERLINE,
 QP1623'111.6 FEET SOUTHWEST OF THE CENTER OF THE 450 STATIONING STENCIL AND
 QP1623'0.1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 QP1623'BENCH MARK DISK STAMPED---1-4-119 1981---, IS SET IN THE TOP OF A
 QP1623'MAGNETIC CONCRETE POST THAT IS BURIED 3 INCHES BELOW GROUND LEVEL.
 QP1623
 QP1623                          STATION RECOVERY (1990)
 QP1623
 QP1623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP1623'4.5 KM (2.8 MI) NORTHERLY ALONG U.S. HIGHWAY 71 BUSINESS AND STATE
 QP1623'HIGHWAY 23 FROM THE JUNCTION OF U.S HIGHWAY 12 IN WILLMAR, 0.8 KM
 QP1623'(0.5 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD 90, 27.9 M (91.5
 QP1623'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 QP1623'2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF
 QP1623'A WITNESS POST, AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND
 QP1623'SURFACE.
 QP1623
 QP1623                          STATION RECOVERY (2001)
 QP1623
 QP1623'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1623'RECOVERD AS DESCRIBED.
 QP1623
 QP1623                          STATION RECOVERY (2008)
 QP1623
 QP1623'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1623'THE MARK IS 2.15 MI (3.5 KM) NORTH OF WILLMAR.
 QP1623' 
 QP1623'TO REACH THE MARK GO 2.8 MI (4.5 KM) NORTH ALONG TRUNK HIGHWAY 71
 QP1623'BUSINESS ROUTE/TRUNK HIGHWAY 23  FROM THE JUNCTION OF TRUNK HIGHWAY
 QP1623'71/TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 12 IN WILLMAR.
 QP1623' 
 QP1623'IT IS 91.5 FT (27.9 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 71, 0.5 MI
 QP1623'(0.8 KM) SOUTH OF THE JUNCTION OF NEW TRUNK HIGHWAY 71 AND COUNTY ROAD
 QP1623'90, 93.6 FT (28.5 M) NORTH-NORTHWEST OF MILEPOST 126, 92.40 FT (28.2
 QP1623'M) NORTHWEST OF STENCIL 203+300, 0.7 FT (0.2 M) EAST OF A WITNESS
 QP1623'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1696 ***********************************************************************
 QP1696  DESIGNATION -  1 5
 QP1696  PID         -  QP1696
 QP1696  STATE/COUNTY-  MN/KANDIYOHI
 QP1696  COUNTRY     -  US
 QP1696  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1696
 QP1696                         *CURRENT SURVEY CONTROL
 QP1696  ______________________________________________________________________
 QP1696* NAD 83(1986) POSITION- 45 08 48.     (N) 095 00 06.     (W)   SCALED    
 QP1696* NAVD 88 ORTHO HEIGHT -   359.065  (meters)    1178.03  (feet) ADJUSTED  
 QP1696  ______________________________________________________________________
 QP1696  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1696  DYNAMIC HEIGHT  -        359.038 (meters)     1177.94  (feet) COMP
 QP1696  MODELED GRAVITY -    980,529.6   (mgal)                       NAVD 88
 QP1696
 QP1696  VERT ORDER      -  SECOND    CLASS II
 QP1696
 QP1696.The horizontal coordinates were scaled from a topographic map and have
 QP1696.an estimated accuracy of +/- 6 seconds.
 QP1696.
 QP1696.The orthometric height was determined by differential leveling and
 QP1696.adjusted in June 1991.
 QP1696
 QP1696.Photographs are available for this station.
 QP1696
 QP1696.The dynamic height is computed by dividing the NAVD 88
 QP1696.geopotential number by the normal gravity value computed on the
 QP1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1696.degrees latitude (g = 980.6199 gals.).
 QP1696
 QP1696.The modeled gravity was interpolated from observed gravity values.
 QP1696
 QP1696;                    North         East    Units  Estimated Accuracy
 QP1696;SPC MN S     -   339,010.      721,230.      MT  (+/- 180 meters Scaled)
 QP1696
 QP1696                          SUPERSEDED SURVEY CONTROL
 QP1696
 QP1696.No superseded survey control is available for this station.
 QP1696
 QP1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL426011(NAD 83)
 QP1696
 QP1696_MARKER: DB = BENCH MARK DISK
 QP1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1696_SP_SET: CONCRETE POST
 QP1696_STAMPING: 1-5 1981
 QP1696_MARK LOGO: MNDT  
 QP1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1696+STABILITY: SURFACE MOTION
 QP1696
 QP1696  HISTORY     - Date     Condition        Report By
 QP1696  HISTORY     - 1981     MONUMENTED       MNDT
 QP1696
 QP1696                          STATION DESCRIPTION
 QP1696
 QP1696'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1696'IN WILLMAR.
 QP1696'THE MARK IS LOCATED 1.5 MILES NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1696'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1696'NEAR THE EAST 1/4 CORNER OF SECTION 1, T119N, R35W.  THE MARK IS 109
 QP1696'FEET NORTH OF THE NORTH END OF A 15 INCH METAL CULVERT UNDER A
 QP1696'DRIVEWAY TO THE WEST, 45 FEET WEST OF AND ABOUT 1 FOOT LOWER THAN THE
 QP1696'CENTERLINE OF COUNTY ROAD 9, 35.3 FEET NORTHEAST OF A 16 INCH LINDEN
 QP1696'TREE, 31.3 FEET SOUTHEAST OF A 14 INCH MAPLE TREE, 5.4 FEET NORTHWEST
 QP1696'OF A BURIED CABLE POST AND 0.7 FEET NORTHEAST OF A STEEL WITNESS
 QP1696'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1-5
 QP1696'1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST SET FLUSH WITH
 QP1696'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6101 ***********************************************************************
 DH6101  DESIGNATION -  1 CDL
 DH6101  PID         -  DH6101
 DH6101  STATE/COUNTY-  MN/MAHNOMEN
 DH6101  COUNTRY     -  US
 DH6101  USGS QUAD   -  MAHNOMEN (1969)
 DH6101
 DH6101                         *CURRENT SURVEY CONTROL
 DH6101  ______________________________________________________________________
 DH6101* NAD 83(1986) POSITION- 47 16 56.     (N) 095 57 18.     (W)   SCALED    
 DH6101* NAVD 88 ORTHO HEIGHT -   374.026  (meters)    1227.12  (feet) ADJUSTED  
 DH6101  ______________________________________________________________________
 DH6101  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DH6101  DYNAMIC HEIGHT  -        374.068 (meters)     1227.25  (feet) COMP
 DH6101  MODELED GRAVITY -    980,715.1   (mgal)                       NAVD 88
 DH6101
 DH6101  VERT ORDER      -  THIRD
 DH6101
 DH6101.The horizontal coordinates were scaled from a topographic map and have
 DH6101.an estimated accuracy of +/- 6 seconds.
 DH6101.
 DH6101.The orthometric height was determined by differential leveling and
 DH6101.adjusted in May 2009.
 DH6101
 DH6101.The dynamic height is computed by dividing the NAVD 88
 DH6101.geopotential number by the normal gravity value computed on the
 DH6101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6101.degrees latitude (g = 980.6199 gals.).
 DH6101
 DH6101.The modeled gravity was interpolated from observed gravity values.
 DH6101
 DH6101;                    North         East    Units  Estimated Accuracy
 DH6101;SPC MN N     -   190,950.      584,070.      MT  (+/- 180 meters Scaled)
 DH6101
 DH6101                          SUPERSEDED SURVEY CONTROL
 DH6101
 DH6101.No superseded survey control is available for this station.
 DH6101
 DH6101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN765407(NAD 83)
 DH6101
 DH6101_MARKER: DB = BENCH MARK DISK
 DH6101_SETTING: 80 = SET IN A BOULDER
 DH6101_STAMPING: 1 CDL 1967
 DH6101_MARK LOGO: USGS  
 DH6101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6101+STABILITY: SURFACE MOTION
 DH6101
 DH6101  HISTORY     - Date     Condition        Report By
 DH6101  HISTORY     - 1967     MONUMENTED       USGS
 DH6101
 DH6101                          STATION DESCRIPTION
 DH6101
 DH6101'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6101'MAHNOMEN, 2.O MI. SOUTH AND O.5 MI. EAST OF, T. 144 N., R. 42 W., NEAR
 DH6101'THE CORNER OF SECTIONS 13, 14, 23 AND 24, 22 FT. NORTH, 35 FT. WEST OF
 DH6101'AND 1.0 FT. LOWER THAN CROSSROADS, 15.5 FT. EAST OF A FENCE CORNER,
 DH6101'SET IN THE BASE OF A LARGE BOULDER, A STANDARD TABLET STAMPED 1 CDL
 DH6101'1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0667 ***********************************************************************
 SK0667  DESIGNATION -  1 CER
 SK0667  PID         -  SK0667
 SK0667  STATE/COUNTY-  MN/CLEARWATER
 SK0667  COUNTRY     -  US
 SK0667  USGS QUAD   -  SHEVLIN (1969)
 SK0667
 SK0667                         *CURRENT SURVEY CONTROL
 SK0667  ______________________________________________________________________
 SK0667* NAD 83(1986) POSITION- 47 33 35.     (N) 095 16 08.     (W)   SCALED    
 SK0667* NAVD 88 ORTHO HEIGHT -   453.172  (meters)    1486.78  (feet) ADJUSTED  
 SK0667  ______________________________________________________________________
 SK0667  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0667  DYNAMIC HEIGHT  -        453.221 (meters)     1486.94  (feet) COMP
 SK0667  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 SK0667
 SK0667  VERT ORDER      -  SECOND    CLASS 0
 SK0667
 SK0667.The horizontal coordinates were scaled from a topographic map and have
 SK0667.an estimated accuracy of +/- 6 seconds.
 SK0667.
 SK0667.The orthometric height was determined by differential leveling and
 SK0667.adjusted in June 1991.
 SK0667
 SK0667.The dynamic height is computed by dividing the NAVD 88
 SK0667.geopotential number by the normal gravity value computed on the
 SK0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0667.degrees latitude (g = 980.6199 gals.).
 SK0667
 SK0667.The modeled gravity was interpolated from observed gravity values.
 SK0667
 SK0667;                    North         East    Units  Estimated Accuracy
 SK0667;SPC MN N     -   220,100.      636,810.      MT  (+/- 180 meters Scaled)
 SK0667
 SK0667                          SUPERSEDED SURVEY CONTROL
 SK0667
 SK0667  NGVD 29 (??/??/92)  452.82   (m)         1485.6    (f) COMPUTED    2 0
 SK0667
 SK0667.Superseded values are not recommended for survey control.
 SK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0667.See file dsdata.txt to determine how the superseded data were derived.
 SK0667
 SK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293698(NAD 83)
 SK0667
 SK0667_MARKER: DB = BENCH MARK DISK
 SK0667_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0667_SP_SET: COPPER-CLAD STEEL ROD
 SK0667_STAMPING: 1 CER 1967
 SK0667_MARK LOGO: USGS  
 SK0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0667
 SK0667  HISTORY     - Date     Condition        Report By
 SK0667  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0667  HISTORY     - 20041027 POOR             GEOCAC
 SK0667
 SK0667                          STATION DESCRIPTION
 SK0667
 SK0667'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0667'3.4 KM (2.10 MI) NNW FROM SHELVIN.
 SK0667'SHELVIN, CLEARWATER CO., 2.0 MI NORTH AND 0.5 MI WEST OF, T. 147 N.,
 SK0667'R. 36 W., NEAR THE SOUTH 1/16 CORNER BETWEEN SECTIONS 8 AND 9, 45 FT
 SK0667'NORTH AND 63 FT EAST OF A T-DRIVE EAST, 17 FT NORTH AND 1 FT EAST OF
 SK0667'A FENCE CORNER, ON TOP OF A COPPER CLAD STEEL ROD DRIVEN TO A DEPTH
 SK0667'OF 10 FEET, A STANDARD TABLET STAMPED 1 CER 1967.
 SK0667
 SK0667                          STATION RECOVERY (2004)
 SK0667
 SK0667'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0667'APPEARS TO BE SITTING AT A SLIGHT ANGLE -- NOT LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0668 ***********************************************************************
 SK0668  DESIGNATION -  1 CER A TBM
 SK0668  PID         -  SK0668
 SK0668  STATE/COUNTY-  MN/CLEARWATER
 SK0668  COUNTRY     -  US
 SK0668  USGS QUAD   -  SHEVLIN (1969)
 SK0668
 SK0668                         *CURRENT SURVEY CONTROL
 SK0668  ______________________________________________________________________
 SK0668* NAD 83(1986) POSITION- 47 34 19.     (N) 095 16 11.     (W)   SCALED    
 SK0668* NAVD 88 ORTHO HEIGHT -   454.460  (meters)    1491.01  (feet) ADJUSTED  
 SK0668  ______________________________________________________________________
 SK0668  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 SK0668  DYNAMIC HEIGHT  -        454.510 (meters)     1491.17  (feet) COMP
 SK0668  MODELED GRAVITY -    980,707.5   (mgal)                       NAVD 88
 SK0668
 SK0668  VERT ORDER      -  SECOND    CLASS 0
 SK0668
 SK0668.The horizontal coordinates were scaled from a topographic map and have
 SK0668.an estimated accuracy of +/- 6 seconds.
 SK0668.
 SK0668.The orthometric height was determined by differential leveling and
 SK0668.adjusted in June 1991.
 SK0668
 SK0668.The dynamic height is computed by dividing the NAVD 88
 SK0668.geopotential number by the normal gravity value computed on the
 SK0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0668.degrees latitude (g = 980.6199 gals.).
 SK0668
 SK0668.The modeled gravity was interpolated from observed gravity values.
 SK0668
 SK0668;                    North         East    Units  Estimated Accuracy
 SK0668;SPC MN N     -   221,460.      636,780.      MT  (+/- 180 meters Scaled)
 SK0668
 SK0668                          SUPERSEDED SURVEY CONTROL
 SK0668
 SK0668  NGVD 29 (??/??/92)  454.11   (m)         1489.9    (f) COMPUTED    2 0
 SK0668
 SK0668.Superseded values are not recommended for survey control.
 SK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0668.See file dsdata.txt to determine how the superseded data were derived.
 SK0668
 SK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN292712(NAD 83)
 SK0668
 SK0668_MARKER: Z = SEE DESCRIPTION
 SK0668_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0668_SP_SET: IN METAL CULVERT
 SK0668_STAMPING: 1 CER A TBM
 SK0668_MARK LOGO: NONE  
 SK0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0668
 SK0668  HISTORY     - Date     Condition        Report By
 SK0668  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0668
 SK0668                          STATION DESCRIPTION
 SK0668
 SK0668'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0668'4.8 KM (3.00 MI) NNW FROM SHELVIN.
 SK0668'TBM 1 CER A, ABOUT 0.8 MI NORTH OF TABLET, 21 FT SOUTH AND 38 FT WEST
 SK0668'OF A CROSSROADS AND 3.5 FT LOWER THAN, ON THE SOUTH END OF A 18 IN.
 SK0668'CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0665 ***********************************************************************
 SK0665  DESIGNATION -  1 CER RM 1
 SK0665  PID         -  SK0665
 SK0665  STATE/COUNTY-  MN/CLEARWATER
 SK0665  COUNTRY     -  US
 SK0665  USGS QUAD   -  SHEVLIN (1969)
 SK0665
 SK0665                         *CURRENT SURVEY CONTROL
 SK0665  ______________________________________________________________________
 SK0665* NAD 83(1986) POSITION- 47 33 35.     (N) 095 16 08.     (W)   SCALED    
 SK0665* NAVD 88 ORTHO HEIGHT -   451.744  (meters)    1482.10  (feet) ADJUSTED  
 SK0665  ______________________________________________________________________
 SK0665  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0665  DYNAMIC HEIGHT  -        451.793 (meters)     1482.26  (feet) COMP
 SK0665  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 SK0665
 SK0665  VERT ORDER      -  SECOND    CLASS 0
 SK0665
 SK0665.The horizontal coordinates were scaled from a topographic map and have
 SK0665.an estimated accuracy of +/- 6 seconds.
 SK0665.
 SK0665.The orthometric height was determined by differential leveling and
 SK0665.adjusted in June 1991.
 SK0665
 SK0665.The dynamic height is computed by dividing the NAVD 88
 SK0665.geopotential number by the normal gravity value computed on the
 SK0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0665.degrees latitude (g = 980.6199 gals.).
 SK0665
 SK0665.The modeled gravity was interpolated from observed gravity values.
 SK0665
 SK0665;                    North         East    Units  Estimated Accuracy
 SK0665;SPC MN N     -   220,100.      636,810.      MT  (+/- 180 meters Scaled)
 SK0665
 SK0665                          SUPERSEDED SURVEY CONTROL
 SK0665
 SK0665  NGVD 29 (??/??/92)  451.39   (m)         1480.9    (f) COMPUTED    2 0
 SK0665
 SK0665.Superseded values are not recommended for survey control.
 SK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0665.See file dsdata.txt to determine how the superseded data were derived.
 SK0665
 SK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293698(NAD 83)
 SK0665
 SK0665_MARKER: Z = SEE DESCRIPTION
 SK0665_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0665_SP_SET: IN METAL CULVERT
 SK0665_STAMPING: 1 CER RM 1
 SK0665_MARK LOGO: NONE  
 SK0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0665
 SK0665  HISTORY     - Date     Condition        Report By
 SK0665  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0665
 SK0665                          STATION DESCRIPTION
 SK0665
 SK0665'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0665'3.4 KM (2.10 MI) NNW FROM SHELVIN.
 SK0665'REFERENCE MARK 1, 37 FT SW. OF BM, 18 FT NORTH AND 37 FT EAST OF A
 SK0665'T-DRIVE EAST, ON THE NORTH END OF AN 18 IN. CORRUGATED STEEL CULVERT,
 SK0665'A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0666 ***********************************************************************
 SK0666  DESIGNATION -  1 CER RM 2
 SK0666  PID         -  SK0666
 SK0666  STATE/COUNTY-  MN/CLEARWATER
 SK0666  COUNTRY     -  US
 SK0666  USGS QUAD   -  SHEVLIN (1969)
 SK0666
 SK0666                         *CURRENT SURVEY CONTROL
 SK0666  ______________________________________________________________________
 SK0666* NAD 83(1986) POSITION- 47 33 35.     (N) 095 16 08.     (W)   SCALED    
 SK0666* NAVD 88 ORTHO HEIGHT -   454.355  (meters)    1490.66  (feet) ADJUSTED  
 SK0666  ______________________________________________________________________
 SK0666  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0666  DYNAMIC HEIGHT  -        454.404 (meters)     1490.82  (feet) COMP
 SK0666  MODELED GRAVITY -    980,705.2   (mgal)                       NAVD 88
 SK0666
 SK0666  VERT ORDER      -  SECOND    CLASS 0
 SK0666
 SK0666.The horizontal coordinates were scaled from a topographic map and have
 SK0666.an estimated accuracy of +/- 6 seconds.
 SK0666.
 SK0666.The orthometric height was determined by differential leveling and
 SK0666.adjusted in June 1991.
 SK0666
 SK0666.The dynamic height is computed by dividing the NAVD 88
 SK0666.geopotential number by the normal gravity value computed on the
 SK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0666.degrees latitude (g = 980.6199 gals.).
 SK0666
 SK0666.The modeled gravity was interpolated from observed gravity values.
 SK0666
 SK0666;                    North         East    Units  Estimated Accuracy
 SK0666;SPC MN N     -   220,100.      636,810.      MT  (+/- 180 meters Scaled)
 SK0666
 SK0666                          SUPERSEDED SURVEY CONTROL
 SK0666
 SK0666  NGVD 29 (??/??/92)  454.00   (m)         1489.5    (f) COMPUTED    2 0
 SK0666
 SK0666.Superseded values are not recommended for survey control.
 SK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0666.See file dsdata.txt to determine how the superseded data were derived.
 SK0666
 SK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293698(NAD 83)
 SK0666
 SK0666_MARKER: DR = REFERENCE MARK DISK
 SK0666_SETTING: 33 = SET IN A PILE OR POLE (E.G., SPIKE IN UTILITY POLE)
 SK0666_SP_SET: IN ROOT OF ELM TREE
 SK0666_STAMPING: 1 CER RM 2
 SK0666_MARK LOGO: NONE  
 SK0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0666
 SK0666  HISTORY     - Date     Condition        Report By
 SK0666  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0666
 SK0666                          STATION DESCRIPTION
 SK0666
 SK0666'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0666'3.4 KM (2.10 MI) NNW FROM SHELVIN.
 SK0666'REFERENCE MARK 2, 160 FT NORTH OF TABLET, 203 FT NORTH, AND 71 FT EAST
 SK0666'OF A T-DRIVE EAST, IN THE SOUTH ROOT OF A 12 IN. ELM TREE, A RAIL
 SK0666'SPIKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8147 ***********************************************************************
 AC8147  DESIGNATION -  1 DEM
 AC8147  PID         -  AC8147
 AC8147  STATE/COUNTY-  MN/SCOTT
 AC8147  COUNTRY     -  US
 AC8147  USGS QUAD   -  NEW PRAGUE (1981)
 AC8147
 AC8147                         *CURRENT SURVEY CONTROL
 AC8147  ______________________________________________________________________
 AC8147* NAD 83(1986) POSITION- 44 33 30.     (N) 093 30 11.     (W)   SCALED    
 AC8147* NAVD 88 ORTHO HEIGHT -   299.240  (meters)     981.76  (feet) ADJUSTED  
 AC8147  ______________________________________________________________________
 AC8147  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AC8147  DYNAMIC HEIGHT  -        299.220 (meters)      981.69  (feet) COMP
 AC8147  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 AC8147
 AC8147  VERT ORDER      -  SECOND    CLASS I
 AC8147
 AC8147.The horizontal coordinates were scaled from a topographic map and have
 AC8147.an estimated accuracy of +/- 6 seconds.
 AC8147.
 AC8147.The orthometric height was determined by differential leveling and
 AC8147.adjusted in September 1997.
 AC8147
 AC8147.The dynamic height is computed by dividing the NAVD 88
 AC8147.geopotential number by the normal gravity value computed on the
 AC8147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8147.degrees latitude (g = 980.6199 gals.).
 AC8147
 AC8147.The modeled gravity was interpolated from observed gravity values.
 AC8147
 AC8147;                    North         East    Units  Estimated Accuracy
 AC8147;SPC MN S     -   273,270.      839,480.      MT  (+/- 180 meters Scaled)
 AC8147
 AC8147                          SUPERSEDED SURVEY CONTROL
 AC8147
 AC8147.No superseded survey control is available for this station.
 AC8147
 AC8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK600340(NAD 83)
 AC8147
 AC8147_MARKER: DD = SURVEY DISK
 AC8147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8147_STAMPING: 1 DEM 1974
 AC8147_MARK LOGO: USGS  
 AC8147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8147
 AC8147  HISTORY     - Date     Condition        Report By
 AC8147  HISTORY     - 1974     MONUMENTED       USGS
 AC8147  HISTORY     - 1980     GOOD             MNDT
 AC8147  HISTORY     - 20051015 GOOD             USPSQD
 AC8147  HISTORY     - 20080522 MARK NOT FOUND   MNDT
 AC8147
 AC8147                          STATION DESCRIPTION
 AC8147
 AC8147'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8147'THE MARK IS LOCATED 4.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8147'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, THEN 1.0 MILE NORTH ON
 AC8147'TRUNK HIGHWAY 13, IN THE SE 1/4 OF SECTION 30, T113N, R22W.  THE MARK
 AC8147'IS 155 FEET WEST OF THE CENTER OF THE TRUNK HIGHWAY 13 MEDIAN AT
 AC8147'MILEPOINT 71.75, 30 FEET NORTH OF THE CENTER OF A TOWNSHIP ROAD, 2
 AC8147'FEET SOUTH OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 AC8147'THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---1 DEM 1974---, IS
 AC8147'SET ON THE TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD THAT IS
 AC8147'SET IN A 6 INCH DIAMETER DRAIN TILE AND IS BURIED 3 INCHES BELOW THE
 AC8147'SURFACE OF THE GROUND.
 AC8147
 AC8147                          STATION RECOVERY (2005)
 AC8147
 AC8147'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AC8147'RECOVERED IN GOOD CONDITION.
 AC8147
 AC8147                          STATION RECOVERY (2008)
 AC8147
 AC8147'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8147'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5400 ***********************************************************************
 DG5400  DESIGNATION -  1 DEM
 DG5400  PID         -  DG5400
 DG5400  STATE/COUNTY-  MN/TODD
 DG5400  COUNTRY     -  US
 DG5400  USGS QUAD   -  LINCOLN (1981)
 DG5400
 DG5400                         *CURRENT SURVEY CONTROL
 DG5400  ______________________________________________________________________
 DG5400* NAD 83(2007) POSITION- 46 14 57.54872(N) 094 44 27.75637(W)   ADJUSTED  
 DG5400* NAD 83(2007) ELLIP HT-   361.151 (meters)        (02/10/07)   ADJUSTED
 DG5400* NAD 83(2007) EPOCH   -  2002.00
 DG5400* NAVD 88 ORTHO HEIGHT -   388.1    (meters)    1273.    (feet) GPS OBS   
 DG5400  ______________________________________________________________________
 DG5400  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5400  GEOID HEIGHT    -        -26.95  (meters)                     GEOID99
 DG5400  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DG5400  NAD 83(2007) X  -   -365,207.424 (meters)                     COMP
 DG5400  NAD 83(2007) Y  - -4,403,474.638 (meters)                     COMP
 DG5400  NAD 83(2007) Z  -  4,584,715.882 (meters)                     COMP
 DG5400  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC09
 DG5400
 DG5400  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5400  Type                                         Horiz  Ellip  Dist(km)
 DG5400  -------------------------------------------------------------------
 DG5400  NETWORK                                       0.80   0.80
 DG5400  -------------------------------------------------------------------
 DG5400  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.96   0.83     10.38
 DG5400  -------------------------------------------------------------------
 DG5400  NOTE: Click here for information on individual local accuracy
 DG5400  values and other accuracy information.
 DG5400
 DG5400
 DG5400.The horizontal coordinates were established by GPS observations
 DG5400.and adjusted by the National Geodetic Survey in February 2007.
 DG5400
 DG5400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5400.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5400
 DG5400.The horizontal coordinates are valid at the epoch date displayed above
 DG5400.which is a decimal equivalence of Year/Month/Day.
 DG5400
 DG5400.The orthometric height was determined by GPS observations and a
 DG5400.high-resolution geoid model.
 DG5400
 DG5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5400
 DG5400.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5400
 DG5400.The ellipsoidal height was determined by GPS observations
 DG5400.and is referenced to NAD 83.
 DG5400
 DG5400. The following values were computed from the NAD 83(2007) position.
 DG5400
 DG5400;                    North         East     Units Scale Factor Converg.
 DG5400;SPC MN C     -   238,974.140   762,136.516   MT  0.99992313   -0 21 18.8
 DG5400;SPC MN C     -   784,034.32  2,500,442.89   sFT  0.99992313   -0 21 18.8
 DG5400;UTM  15      - 5,123,222.298   365,794.638   MT  0.99982141   -1 15 28.2
 DG5400
 DG5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5400!SPC MN C     -   0.99994339  x   0.99992313  =   0.99986652
 DG5400!UTM  15      -   0.99994339  x   0.99982141  =   0.99976481
 DG5400
 DG5400                          SUPERSEDED SURVEY CONTROL
 DG5400
 DG5400  NAD 83(1996)-  46 14 57.54857(N)    094 44 27.75603(W) AD(       ) 1
 DG5400  ELLIP H (05/07/04)  361.180  (m)                       GP(       ) 4 1
 DG5400
 DG5400.Superseded values are not recommended for survey control.
 DG5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5400.See file dsdata.txt to determine how the superseded data were derived.
 DG5400
 DG5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6579423222(NAD 83)
 DG5400
 DG5400_MARKER: DD = SURVEY DISK
 DG5400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG5400_STAMPING: 1 DEM 1978
 DG5400_MARK LOGO: NGS   
 DG5400_PROJECTION: RECESSED 10 CENTIMETERS
 DG5400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5400+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5400
 DG5400  HISTORY     - Date     Condition        Report By
 DG5400  HISTORY     - 1978     MONUMENTED       NGS
 DG5400  HISTORY     - 2003     GOOD             MNDT
 DG5400
 DG5400                          STATION DESCRIPTION
 DG5400
 DG5400'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5400'7.25 MI SOUTH AND 2.5 MI EAST OF STAPLES, 1.4 MI SOUTH ALONG TH 210
 DG5400'FROM JCT OF TH 210 AND TH  10 IN STAPLES, TO TH 210 MP 92.2, THEN 7.9
 DG5400'MI EAST AND SOUTH ALONG CO RD 7, 53.0 FT EAST OF CO  RD 7, 47.0 FT
 DG5400'NORTH OF QUIKEN RD, 1.0 FT NORTH OF WIT POST, 7.5 FT NORTH OF P-POLE,
 DG5400'RECESSED  4 INCHES, MAGNETIC, SUITABLE FOR GPS,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4112 ***********************************************************************
 DI4112  DESIGNATION -  1 DHB
 DI4112  PID         -  DI4112
 DI4112  STATE/COUNTY-  MN/CLAY
 DI4112  COUNTRY     -  US
 DI4112  USGS QUAD   -  FELTON SW (1966)
 DI4112
 DI4112                         *CURRENT SURVEY CONTROL
 DI4112  ______________________________________________________________________
 DI4112* NAD 83(2007) POSITION- 47 07 19.48197(N) 096 41 23.36319(W)   ADJUSTED  
 DI4112* NAD 83(2007) ELLIP HT-   244.374 (meters)        (07/07/11)   ADJUSTED
 DI4112* NAD 83(2007) EPOCH   -  2002.00
 DI4112* NAVD 88 ORTHO HEIGHT -   270.8    (meters)     888.    (feet) GPS OBS   
 DI4112  ______________________________________________________________________
 DI4112  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4112  GEOID HEIGHT    -        -26.39  (meters)                     GEOID03
 DI4112  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 DI4112  NAD 83(2007) X  -   -506,507.836 (meters)                     COMP
 DI4112  NAD 83(2007) Y  - -4,318,315.003 (meters)                     COMP
 DI4112  NAD 83(2007) Z  -  4,651,189.160 (meters)                     COMP
 DI4112  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC09
 DI4112  HORZ ORDER      -  FIRST
 DI4112  ELLP ORDER      -  FOURTH    CLASS I
 DI4112
 DI4112.The horizontal coordinates were established by GPS observations
 DI4112.and adjusted by the National Geodetic Survey in July 2011.
 DI4112
 DI4112.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4112.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4112
 DI4112.The horizontal coordinates are valid at the epoch date displayed above
 DI4112.which is a decimal equivalence of Year/Month/Day.
 DI4112
 DI4112.The orthometric height was determined by GPS observations and a
 DI4112.high-resolution geoid model.
 DI4112
 DI4112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4112
 DI4112.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4112
 DI4112.The ellipsoidal height was determined by GPS observations
 DI4112.and is referenced to NAD 83.
 DI4112
 DI4112. The following values were computed from the NAD 83(2007) position.
 DI4112
 DI4112;                    North         East     Units Scale Factor Converg.
 DI4112;SPC MN C     -   338,723.335   614,886.117   MT  1.00001656   -1 45 53.8
 DI4112;SPC MN C     - 1,111,294.81  2,017,338.87   sFT  1.00001656   -1 45 53.8
 DI4112;UTM  14      - 5,221,319.783   675,228.628   MT  0.99997738   +1 41 36.0
 DI4112
 DI4112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4112!SPC MN C     -   0.99996170  x   1.00001656  =   0.99997826
 DI4112!UTM  14      -   0.99996170  x   0.99997738  =   0.99993908
 DI4112
 DI4112                          SUPERSEDED SURVEY CONTROL
 DI4112
 DI4112  NAD 83(1996)-  47 07 19.48153(N)    096 41 23.36317(W) AD(       ) 1
 DI4112  ELLIP H (03/19/07)  244.384  (m)                       GP(       ) 4 1
 DI4112
 DI4112.Superseded values are not recommended for survey control.
 DI4112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4112.See file dsdata.txt to determine how the superseded data were derived.
 DI4112
 DI4112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7522821319(NAD 83)
 DI4112
 DI4112_MARKER: DD = SURVEY DISK
 DI4112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4112_STAMPING: 1 DHB 1965
 DI4112_MARK LOGO: USGS  
 DI4112_PROJECTION: FLUSH
 DI4112_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI4112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4112+STABILITY: SURFACE MOTION
 DI4112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4112+SATELLITE: SATELLITE OBSERVATIONS - 1965
 DI4112
 DI4112  HISTORY     - Date     Condition        Report By
 DI4112  HISTORY     - 1965     MONUMENTED       USGS
 DI4112
 DI4112                          STATION DESCRIPTION
 DI4112
 DI4112'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DI4112'5.5 MILES SOUTHEAST OF PERLEY, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DI4112'FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 39 IN PERLEY TO
 DI4112'COUNTY LINE, THEN 5.2 MILES EAST ON 210TH AVENUE NORTHWEST, THEN 2.0
 DI4112'MILES SOUTH OF 50TH STREET NORTH, 74 FEET SOUTH OF 190TH AVENUE NORTH,
 DI4112'48 FEET EAST OF 50TH STREET NORTH, 0.7 FEET NORTH OF FENCE POST, 1.3
 DI4112'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5998 ***********************************************************************
 DE5998  DESIGNATION -  1 DNB
 DE5998  PID         -  DE5998
 DE5998  STATE/COUNTY-  MN/PINE
 DE5998  COUNTRY     -  US
 DE5998  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DE5998
 DE5998                         *CURRENT SURVEY CONTROL
 DE5998  ______________________________________________________________________
 DE5998* NAD 83(2007) POSITION- 46 00 43.01091(N) 092 48 31.47722(W)   ADJUSTED  
 DE5998* NAD 83(2007) ELLIP HT-   283.435 (meters)        (02/10/07)   ADJUSTED
 DE5998* NAD 83(2007) EPOCH   -  2002.00
 DE5998* NAVD 88 ORTHO HEIGHT -   310.525  (meters)    1018.78  (feet) ADJUSTED  
 DE5998  ______________________________________________________________________
 DE5998  NAD 83(2007) X  -   -217,450.249 (meters)                     COMP
 DE5998  NAD 83(2007) Y  - -4,432,230.618 (meters)                     COMP
 DE5998  NAD 83(2007) Z  -  4,566,373.860 (meters)                     COMP
 DE5998  LAPLACE CORR    -          8.49  (seconds)                    DEFLEC09
 DE5998  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DE5998  DYNAMIC HEIGHT  -        310.539 (meters)     1018.83  (feet) COMP
 DE5998  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 DE5998
 DE5998  VERT ORDER      -  SECOND    CLASS I
 DE5998
 DE5998  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5998  Type                                         Horiz  Ellip  Dist(km)
 DE5998  -------------------------------------------------------------------
 DE5998  NETWORK                                       0.83   0.78
 DE5998  -------------------------------------------------------------------
 DE5998  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.77   0.68      2.83
 DE5998  -------------------------------------------------------------------
 DE5998  NOTE: Click here for information on individual local accuracy
 DE5998  values and other accuracy information.
 DE5998
 DE5998
 DE5998.The horizontal coordinates were established by GPS observations
 DE5998.and adjusted by the National Geodetic Survey in February 2007.
 DE5998
 DE5998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5998.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5998
 DE5998.The horizontal coordinates are valid at the epoch date displayed above
 DE5998.which is a decimal equivalence of Year/Month/Day.
 DE5998
 DE5998.The orthometric height was determined by differential leveling and
 DE5998.adjusted in March 2006.
 DE5998
 DE5998.No vertical observational check was made to the station.
 DE5998
 DE5998.Photographs are available for this station.
 DE5998
 DE5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5998
 DE5998.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5998
 DE5998.The ellipsoidal height was determined by GPS observations
 DE5998.and is referenced to NAD 83.
 DE5998
 DE5998.The dynamic height is computed by dividing the NAVD 88
 DE5998.geopotential number by the normal gravity value computed on the
 DE5998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5998.degrees latitude (g = 980.6199 gals.).
 DE5998
 DE5998.The modeled gravity was interpolated from observed gravity values.
 DE5998
 DE5998. The following values were computed from the NAD 83(2007) position.
 DE5998
 DE5998;                    North         East     Units Scale Factor Converg.
 DE5998;SPC MN C     -   213,489.331   911,607.339   MT  0.99993783   +1 02 33.3
 DE5998;SPC MN C     -   700,422.91  2,990,831.74   sFT  0.99993783   +1 02 33.3
 DE5998;UTM  15      - 5,095,392.720   514,806.231   MT  0.99960269   +0 08 15.4
 DE5998
 DE5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5998!SPC MN C     -   0.99995557  x   0.99993783  =   0.99989340
 DE5998!UTM  15      -   0.99995557  x   0.99960269  =   0.99955828
 DE5998
 DE5998                          SUPERSEDED SURVEY CONTROL
 DE5998
 DE5998  NAD 83(1996)-  46 00 43.01098(N)    092 48 31.47688(W) AD(       ) 1
 DE5998  ELLIP H (07/08/02)  283.475  (m)                       GP(       ) 3 2
 DE5998  NAVD 88 (07/08/02)  310.53   (m)         1018.8    (f) LEVELING    3  
 DE5998
 DE5998.Superseded values are not recommended for survey control.
 DE5998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5998.See file dsdata.txt to determine how the superseded data were derived.
 DE5998
 DE5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1480695392(NAD 83)
 DE5998
 DE5998_MARKER: DB = BENCH MARK DISK
 DE5998_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE5998_STAMPING: 1 DNB 1978
 DE5998_MARK LOGO: MNDT  
 DE5998_PROJECTION: RECESSED 10 CENTIMETERS
 DE5998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5998+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 DE5998
 DE5998  HISTORY     - Date     Condition        Report By
 DE5998  HISTORY     - 1978     MONUMENTED       USGS
 DE5998  HISTORY     - 19961223 GOOD             MNDT
 DE5998  HISTORY     - 19970409 GOOD             MNDT
 DE5998  HISTORY     - 20090601 GOOD             MNDT
 DE5998
 DE5998                          STATION DESCRIPTION
 DE5998
 DE5998'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5998'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  THE MARK WAS
 DE5998'RECOVERED IN GOOD CONDITION, 3.3 MI (5.3 KM) WEST OF THE JCT OF TH 48
 DE5998'AND CO RD 21 IN CLOVERDALE, 5.95 MI (9.58 KM) EAST OF THE JCT OF TH 35
 DE5998'AND TH 48 IN HINCKLEY, IN THE SE 1/4 OF SEC 24, TWP 41 N, RNG 20 W, 72
 DE5998'FT (21.9 M) NORTH OF TH 48, (TH 48 MP 5.95) 138 FT (42.1 M) EAST OF
 DE5998'DRIVEWAY NORTH, 5.6 FT (1.7 M) SOUTH OF FENCE, 108.3 FT (33.0 M) EAST
 DE5998'OF P-POLE, AND 0.7 FT (21.3 CM) SOUTH OF WIT POST.
 DE5998
 DE5998                          STATION RECOVERY (1997)
 DE5998
 DE5998'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5998'THE MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS 5.95 MI (9.58 KM)
 DE5998'EAST ALONG TH 48 FROM JCT OF TH 48 AND FAI 35 IN HINCKLEY, 3.3 MI (5.3
 DE5998'KM) WEST ALONG TH 48 FROM JCT OF TH 48 AND CO RD 21 AT CLOVERDALE, AT
 DE5998'TH 48 MP 5.95, 72 FT (21.9 M) NORTH OF TH 48, 138 FT (42.1 M) EAST OF
 DE5998'DRIVE NORTH, 108.3 FT (33.0 M) EAST OF P-POLE, 5.6 FT (1.7 M) SOUTH OF
 DE5998'FENCE, 0.7 FT (21.3 CM) SOUTH OF WIT POST, STA RECESSED 0.4 FT (12.2
 DE5998'CM) , AND MAGNETIC.
 DE5998
 DE5998                          STATION RECOVERY (2009)
 DE5998
 DE5998'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DE5998'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2841 ***********************************************************************
 DI2841  DESIGNATION -  1 DNB
 DI2841  PID         -  DI2841
 DI2841  STATE/COUNTY-  MN/KOOCHICHING
 DI2841  COUNTRY     -  US
 DI2841  USGS QUAD   -  RIDGE NE (1973)
 DI2841
 DI2841                         *CURRENT SURVEY CONTROL
 DI2841  ______________________________________________________________________
 DI2841* NAD 83(1986) POSITION- 48 13 09.0    (N) 094 06 11.4    (W)   HD_HELD2  
 DI2841* NAVD 88 ORTHO HEIGHT -   363.349  (meters)    1192.09  (feet) ADJUSTED  
 DI2841  ______________________________________________________________________
 DI2841  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 DI2841  DYNAMIC HEIGHT  -        363.424 (meters)     1192.33  (feet) COMP
 DI2841  MODELED GRAVITY -    980,806.3   (mgal)                       NAVD 88
 DI2841
 DI2841  VERT ORDER      -  SECOND    CLASS I
 DI2841
 DI2841.The horizontal coordinates were established by autonomous hand held GPS
 DI2841.observations and have an estimated accuracy of +/- 10 meters.
 DI2841.
 DI2841.The orthometric height was determined by differential leveling and
 DI2841.adjusted in March 2007.
 DI2841
 DI2841.The dynamic height is computed by dividing the NAVD 88
 DI2841.geopotential number by the normal gravity value computed on the
 DI2841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2841.degrees latitude (g = 980.6199 gals.).
 DI2841
 DI2841.The modeled gravity was interpolated from observed gravity values.
 DI2841
 DI2841;                    North         East    Units  Estimated Accuracy
 DI2841;SPC MN N     -   291,612.      725,464.      MT  (+/- 10 meters HH2 GPS)
 DI2841
 DI2841                          SUPERSEDED SURVEY CONTROL
 DI2841
 DI2841.No superseded survey control is available for this station.
 DI2841
 DI2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1805841248(NAD 83)
 DI2841
 DI2841_MARKER: DD = SURVEY DISK
 DI2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI2841_STAMPING: 1 DNB 1971
 DI2841_MARK LOGO: USGS  
 DI2841_PROJECTION: FLUSH
 DI2841_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI2841+STABILITY: SURFACE MOTION
 DI2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI2841+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DI2841
 DI2841  HISTORY     - Date     Condition        Report By
 DI2841  HISTORY     - 1971     MONUMENTED       USGS
 DI2841
 DI2841                          STATION DESCRIPTION
 DI2841
 DI2841'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DI2841'15.2 MILES WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD
 DI2841'30 AND TRUNK HIGHWAY 71 IN BIG FALLS, 35 FEET SOUTH AND 112 FEET WEST
 DI2841'OF CROSSROADS, 1.0 FEET FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0956 ***********************************************************************
 QP0956  DESIGNATION -  1 DRL
 QP0956  PID         -  QP0956
 QP0956  STATE/COUNTY-  MN/DOUGLAS
 QP0956  COUNTRY     -  US
 QP0956  USGS QUAD   -  QUAM LAKE (1966)
 QP0956
 QP0956                         *CURRENT SURVEY CONTROL
 QP0956  ______________________________________________________________________
 QP0956* NAD 83(1986) POSITION- 45 59 56.10   (N) 095 43 49.04   (W)   HD_HELD1  
 QP0956* NAVD 88 ORTHO HEIGHT -   418.528  (meters)    1373.12  (feet) ADJUSTED  
 QP0956  ______________________________________________________________________
 QP0956  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 QP0956  DYNAMIC HEIGHT  -        418.522 (meters)     1373.10  (feet) COMP
 QP0956  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 QP0956
 QP0956  VERT ORDER      -  SECOND    CLASS I
 QP0956
 QP0956.The horizontal coordinates were established by differentially corrected
 QP0956.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0956.
 QP0956.The orthometric height was determined by differential leveling and
 QP0956.adjusted in August 2000.
 QP0956
 QP0956.WARNING-Repeat measurements at this control monument indicate possible
 QP0956.vertical movement.
 QP0956
 QP0956.Photographs are available for this station.
 QP0956
 QP0956.The dynamic height is computed by dividing the NAVD 88
 QP0956.geopotential number by the normal gravity value computed on the
 QP0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0956.degrees latitude (g = 980.6199 gals.).
 QP0956
 QP0956.The modeled gravity was interpolated from observed gravity values.
 QP0956
 QP0956;                    North         East    Units  Estimated Accuracy
 QP0956;SPC MN C     -   212,097.0     685,343.4     MT  (+/- 3 meters HH1 GPS) 
 QP0956
 QP0956                          SUPERSEDED SURVEY CONTROL
 QP0956
 QP0956  NAVD 88 (06/15/91)  418.520  (m)         1373.09   (f) SUPERSEDED  2 0
 QP0956  NGVD 29 (??/??/92)  418.327  (m)         1372.46   (f) ADJ UNCH    2 0
 QP0956
 QP0956.Superseded values are not recommended for survey control.
 QP0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0956.See file dsdata.txt to determine how the superseded data were derived.
 QP0956
 QP0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8858597551(NAD 83)
 QP0956
 QP0956_MARKER: DB = BENCH MARK DISK
 QP0956_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0956_SP_SET: BRIDGE ABUTMENT
 QP0956_STAMPING: 1 DRL 1965
 QP0956_MARK LOGO: USGS  
 QP0956_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0956+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 QP0956
 QP0956  HISTORY     - Date     Condition        Report By
 QP0956  HISTORY     - 1965     MONUMENTED       USGS
 QP0956  HISTORY     - 1967     GOOD             MNDT
 QP0956  HISTORY     - 19950207 GOOD             MNDT
 QP0956  HISTORY     - 20050105 GOOD             MNDT
 QP0956
 QP0956                          STATION DESCRIPTION
 QP0956
 QP0956'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0956'2.0 MI W FROM EVANSVILLE.
 QP0956'MARK IS LOCATED IN THE NE 1/4, SECTION 8, T129N, R40W.  ABOUT 2.0
 QP0956'MILES WEST OF EVANSVILLE AT THE INTERCHANGE OF F.A.I. 94 AND T.H. 79.
 QP0956'MARK IS A STANDARD U.S.G.S. DISK, STAMPED 1 DRL 1965, SET IN THE
 QP0956'NORTHWEST CORNER ABUTMENT OF BRIDGE (NO. 21802) EASTBOUND OVER T.H.
 QP0956'79.
 QP0956
 QP0956                          STATION RECOVERY (1995)
 QP0956
 QP0956'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0956'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP0956
 QP0956                          STATION RECOVERY (2005)
 QP0956
 QP0956'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0956'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5416 ***********************************************************************
 DL5416  DESIGNATION -  1 DWB
 DL5416  PID         -  DL5416
 DL5416  STATE/COUNTY-  MN/MURRAY
 DL5416  COUNTRY     -  US
 DL5416  USGS QUAD   -  LIME CREEK (1970)
 DL5416
 DL5416                         *CURRENT SURVEY CONTROL
 DL5416  ______________________________________________________________________
 DL5416* NAD 83(1986) POSITION- 43 55 18.9    (N) 095 36 10.6    (W)   HD_HELD2  
 DL5416* NAVD 88 ORTHO HEIGHT -   463.129  (meters)    1519.45  (feet) ADJUSTED  
 DL5416  ______________________________________________________________________
 DL5416  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DL5416  DYNAMIC HEIGHT  -        463.024 (meters)     1519.10  (feet) COMP
 DL5416  MODELED GRAVITY -    980,377.6   (mgal)                       NAVD 88
 DL5416
 DL5416  VERT ORDER      -  SECOND    CLASS I
 DL5416
 DL5416.The horizontal coordinates were established by autonomous hand held GPS
 DL5416.observations and have an estimated accuracy of +/- 10 meters.
 DL5416.
 DL5416.The orthometric height was determined by differential leveling and
 DL5416.adjusted in May 2010.
 DL5416
 DL5416.Photographs are available for this station.
 DL5416
 DL5416.The dynamic height is computed by dividing the NAVD 88
 DL5416.geopotential number by the normal gravity value computed on the
 DL5416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5416.degrees latitude (g = 980.6199 gals.).
 DL5416
 DL5416.The modeled gravity was interpolated from observed gravity values.
 DL5416
 DL5416;                    North         East    Units  Estimated Accuracy
 DL5416;SPC MN S     -   203,699.      671,277.      MT  (+/- 10 meters HH2 GPS)
 DL5416
 DL5416                          SUPERSEDED SURVEY CONTROL
 DL5416
 DL5416.No superseded survey control is available for this station.
 DL5416
 DL5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9103466494(NAD 83)
 DL5416
 DL5416_MARKER: DD = SURVEY DISK
 DL5416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5416_STAMPING: 1 DWB 1967 1519
 DL5416_MARK LOGO: USGS  
 DL5416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5416+STABILITY: SURFACE MOTION
 DL5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5416+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5416
 DL5416  HISTORY     - Date     Condition        Report By
 DL5416  HISTORY     - 1967     MONUMENTED       DI
 DL5416  HISTORY     - 20061018 GOOD             MNDT
 DL5416
 DL5416                          STATION DESCRIPTION
 DL5416
 DL5416'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5416'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 3.6 MI
 DL5416'(5.8 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM TRUNK HIGHWAY 59 AND TRUNK
 DL5416'HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT TRUNK HIGHWAY 59 MILE POINT
 DL5416'31.90, 214.0 FT (65.2 M) NORTHEAST OF TRUNK HIGHWAY 59, 206 FT (62.8
 DL5416'M) WEST OF NORTH-SOUTH GRAVEL ROAD, 1.7 FT (0.5 M) WEST OF A WITNESS
 DL5416'POST.
 DL5416' 
 DL5416'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5416'0.5 MI (0.8 KM) THEN TURN LEFT AT MN-59/US-59 FOR 3.7 MI (6.0 KM) TURN
 DL5416'RIGHT AT 51ST ST FOR 210 FT (64.0 M) THEN TAKE THE FIRST LEFT ONTO
 DL5416'230TH AVENUE FOR 331 FT (100.9 M) TO STATION ON THE LEFT.
 DL5416' 
 DL5416'MARK IS USGS BENCH MARK DISK SET IN MONUMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0707 ***********************************************************************
 PR0707  DESIGNATION -  1 FMT
 PR0707  PID         -  PR0707
 PR0707  STATE/COUNTY-  MN/LYON
 PR0707  COUNTRY     -  US
 PR0707  USGS QUAD   -  ST LEO (1967)
 PR0707
 PR0707                         *CURRENT SURVEY CONTROL
 PR0707  ______________________________________________________________________
 PR0707* NAD 83(1996) POSITION- 44 37 48.38669(N) 096 00 40.99353(W)   ADJUSTED  
 PR0707* NAVD 88 ORTHO HEIGHT -   349.6    (meters)    1147.    (feet) VERTCON   
 PR0707  ______________________________________________________________________
 PR0707  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 PR0707  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC09
 PR0707  HORZ ORDER      -  THIRD
 PR0707
 PR0707.The horizontal coordinates were established by classical geodetic methods
 PR0707.and adjusted by the National Geodetic Survey in March 1999.
 PR0707.
 PR0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0707
 PR0707.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0707
 PR0707. The following values were computed from the NAD 83(1996) position.
 PR0707
 PR0707;                    North         East     Units Scale Factor Converg.
 PR0707;SPC MN S     -   283,087.251   640,419.571   MT  0.99992455   -1 24 35.4
 PR0707;SPC MN S     -   928,762.09  2,101,109.88   sFT  0.99992455   -1 24 35.4
 PR0707;UTM  14      - 4,946,206.850   737,060.547   MT  1.00029114   +2 06 02.0
 PR0707;UTM  15      - 4,946,273.361   261,132.953   MT  1.00030171   -2 06 59.7
 PR0707
 PR0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0707!SPC MN S     -   0.99994934  x   0.99992455  =   0.99987390
 PR0707!UTM  14      -   0.99994934  x   1.00029114  =   1.00024047
 PR0707!UTM  15      -   0.99994934  x   1.00030171  =   1.00025104
 PR0707
 PR0707                          SUPERSEDED SURVEY CONTROL
 PR0707
 PR0707  NAD 83(1996)-  44 37 48.38728(N)    096 00 40.99158(W) AD(       ) 3
 PR0707  NAD 83(1986)-  44 37 48.38687(N)    096 00 40.97553(W) AD(       ) 3
 PR0707  NAD 27      -  44 37 48.51903(N)    096 00 39.83996(W) AD(       ) 3
 PR0707  NGVD 29 (07/19/86)  349.4    (m)         1146.     (f) VERT ANG       
 PR0707
 PR0707.Superseded values are not recommended for survey control.
 PR0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0707.See file dsdata.txt to determine how the superseded data were derived.
 PR0707
 PR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3706046206(NAD 83)
 PR0707
 PR0707_MARKER: DB = BENCH MARK DISK
 PR0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0707_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0707_STAMPING: 1 FMT 1965 ET
 PR0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0707+STABILITY: SURFACE MOTION
 PR0707
 PR0707  HISTORY     - Date     Condition        Report By
 PR0707  HISTORY     - 1965     MONUMENTED       USGS
 PR0707
 PR0707                          STATION DESCRIPTION
 PR0707
 PR0707'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (FMT)
 PR0707'PORTER,7.5 MILES E AND 0.25 MILE S OF, T.113 AND 114N,R.43W,241 FT E
 PR0707'OF CORNER SECTIONS 2,3,34,35. 32 FT S OF CENTER OF ROAD, 90 FT W OF
 PR0707'POWER POLE, 3 FT N OF FENCE, IN CONCRETE POST WITH STANDARD TABLET
 PR0707'STAMPED ---1 FMT 1965 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3397 ***********************************************************************
 PP3397  DESIGNATION -  1 GAF
 PP3397  PID         -  PP3397
 PP3397  STATE/COUNTY-  MN/DAKOTA
 PP3397  COUNTRY     -  US
 PP3397  USGS QUAD   -  CANNON FALLS (1974)
 PP3397
 PP3397                         *CURRENT SURVEY CONTROL
 PP3397  ______________________________________________________________________
 PP3397* NAD 83(1986) POSITION- 44 33 30.     (N) 092 52 38.     (W)   SCALED    
 PP3397* NAVD 88 ORTHO HEIGHT -   271.670  (meters)     891.30  (feet) ADJUSTED  
 PP3397  ______________________________________________________________________
 PP3397  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 PP3397  DYNAMIC HEIGHT  -        271.631 (meters)      891.18  (feet) COMP
 PP3397  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP3397
 PP3397  VERT ORDER      -  SECOND    CLASS I
 PP3397
 PP3397.The horizontal coordinates were scaled from a topographic map and have
 PP3397.an estimated accuracy of +/- 6 seconds.
 PP3397.
 PP3397.The orthometric height was determined by differential leveling and
 PP3397.adjusted in June 1995.
 PP3397
 PP3397.Photographs are available for this station.
 PP3397
 PP3397.The dynamic height is computed by dividing the NAVD 88
 PP3397.geopotential number by the normal gravity value computed on the
 PP3397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3397.degrees latitude (g = 980.6199 gals.).
 PP3397
 PP3397.The modeled gravity was interpolated from observed gravity values.
 PP3397
 PP3397;                    North         East    Units  Estimated Accuracy
 PP3397;SPC MN S     -   273,760.      889,200.      MT  (+/- 180 meters Scaled)
 PP3397
 PP3397                          SUPERSEDED SURVEY CONTROL
 PP3397
 PP3397.No superseded survey control is available for this station.
 PP3397
 PP3397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK097338(NAD 83)
 PP3397
 PP3397_MARKER: DB = BENCH MARK DISK
 PP3397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3397_SP_SET: CONCRETE POST
 PP3397_STAMPING: 1 GAF 1955 891
 PP3397_MARK LOGO: USGS  
 PP3397_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3397+STABILITY: SURFACE MOTION
 PP3397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3397+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP3397
 PP3397  HISTORY     - Date     Condition        Report By
 PP3397  HISTORY     - 2003     MONUMENTED       USGS
 PP3397  HISTORY     - 19880808 GOOD             MNDT
 PP3397  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP3397  HISTORY     - 20070709 POOR             MNDT
 PP3397
 PP3397                          STATION DESCRIPTION
 PP3397
 PP3397'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3397'THE MARK IS LOCATED 2.7 MI (4.3 KM) NORTH-NORTHEAST OF THE NORTH CITY
 PP3397'LIMITS OF CANNON FALLS, 4.35 MI (7.00 KM) NORTHERLY ALONG TRUNK
 PP3397'HIGHWAY 20 FROM ITS JUNCTION WITH TRUNK HIGHWAY 19 AT CANNON FALLS,
 PP3397'0.05 MI (0.08 KM) NORTH OF 270TH STREET AND IN THE SE 1/4 OF SECTION
 PP3397'29, T113N, R17W.  THE MARK IS 47.5 FT (14.5 M) EAST-SOUTHEAST OF AND
 PP3397'ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 20 AT
 PP3397'MILEPOINT 4.4, 16.5 FT (5.0 M) SOUTH OF THE CENTER OF A FIELD
 PP3397'ENTRANCE AND 0.7 FT (0.2 M) NORTHWEST OF A STEEL WITNESS POST.  THE
 PP3397'MARK, A STANDARD USGS SURVEY DISK STAMPED---1 GAF 1955---, IS SET IN
 PP3397'THE TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE SURFACE
 PP3397'OF THE GROUND.
 PP3397
 PP3397                          STATION RECOVERY (2001)
 PP3397
 PP3397'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP3397'MARK NOT FOUND.
 PP3397
 PP3397                          STATION RECOVERY (2007)
 PP3397
 PP3397'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3397'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF WELCH, 4.3 MI (6.9
 PP3397'KM) SOUTHWEST OF MIESVILLE AND 3.8 MI (6.1 KM) NORTH-NORTHEAST OF
 PP3397'CANNON FALLS.  THE MARK WAS FOUND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2320 ***********************************************************************
 DL2320  DESIGNATION -  1 HEH
 DL2320  PID         -  DL2320
 DL2320  STATE/COUNTY-  MN/ROSEAU
 DL2320  COUNTRY     -  US
 DL2320  USGS QUAD   -  WARROAD SW (1984)
 DL2320
 DL2320                         *CURRENT SURVEY CONTROL
 DL2320  ______________________________________________________________________
 DL2320* NAD 83(2007) POSITION- 48 48 26.85423(N) 095 29 01.03718(W)   ADJUSTED  
 DL2320* NAD 83(2007) ELLIP HT-   309.554 (meters)        (04/01/09)   ADJUSTED
 DL2320* NAD 83(2007) EPOCH   -  2002.00
 DL2320* NAVD 88 ORTHO HEIGHT -   337.9    (meters)    1109.    (feet) GPS OBS   
 DL2320  ______________________________________________________________________
 DL2320  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2320  GEOID HEIGHT    -        -28.31  (meters)                     GEOID03
 DL2320  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 DL2320  NAD 83(2007) X  -   -402,195.613 (meters)                     COMP
 DL2320  NAD 83(2007) Y  - -4,189,513.808 (meters)                     COMP
 DL2320  NAD 83(2007) Z  -  4,776,717.013 (meters)                     COMP
 DL2320  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC09
 DL2320  HORZ ORDER      -  FIRST
 DL2320  ELLP ORDER      -  FOURTH    CLASS I
 DL2320
 DL2320.The horizontal coordinates were established by GPS observations
 DL2320.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2320
 DL2320.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2320.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2320
 DL2320.The horizontal coordinates are valid at the epoch date displayed above
 DL2320.which is a decimal equivalence of Year/Month/Day.
 DL2320
 DL2320.The orthometric height was determined by GPS observations and a
 DL2320.high-resolution geoid model.
 DL2320
 DL2320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2320
 DL2320.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2320
 DL2320.The ellipsoidal height was determined by GPS observations
 DL2320.and is referenced to NAD 83.
 DL2320
 DL2320. The following values were computed from the NAD 83(2007) position.
 DL2320
 DL2320;                    North         East     Units Scale Factor Converg.
 DL2320;SPC MN N     -   359,244.561   624,934.325   MT  1.00004722   -1 46 00.4
 DL2320;SPC MN N     - 1,178,621.53  2,050,305.36   sFT  1.00004722   -1 46 00.4
 DL2320;UTM  15      - 5,409,027.232   317,649.987   MT  1.00000852   -1 52 10.0
 DL2320
 DL2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2320!SPC MN N     -   0.99995149  x   1.00004722  =   0.99999871
 DL2320!UTM  15      -   0.99995149  x   1.00000852  =   0.99996001
 DL2320
 DL2320                          SUPERSEDED SURVEY CONTROL
 DL2320
 DL2320.No superseded survey control is available for this station.
 DL2320
 DL2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ1764909027(NAD 83)
 DL2320
 DL2320_MARKER: DD = SURVEY DISK
 DL2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2320_STAMPING: 1 HEH 1966
 DL2320_MARK LOGO: USGS  
 DL2320_PROJECTION: PROJECTING 5 CENTIMETERS
 DL2320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2320+STABILITY: SURFACE MOTION
 DL2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2320+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2320
 DL2320  HISTORY     - Date     Condition        Report By
 DL2320  HISTORY     - 1966     MONUMENTED       USGS
 DL2320  HISTORY     - 20091001 GOOD             MNDT
 DL2320
 DL2320                          STATION DESCRIPTION
 DL2320
 DL2320'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2320'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2320'THE MARK IS 4.0 MILES SOUTH AND 4.0 MILES EAST OF SALOL, 3.9 MILES
 DL2320'SOUTH ALONG COUNTY ROAD 13 FROM THE JUNCTION OF COUNTY ROAD 13 AND
 DL2320'TRUNK HIGHWAY 11 AT MILEPOINT 81.1 (1 MILE EAST OF SALOL), THENCE 3.1
 DL2320'MILES EAST ALONG COUNTY ROAD 12, THENCE 0.8 MILE SOUTH ON COUNTY ROAD
 DL2320'126, 155 FEET NORTH OF ENTRANCE, 42 FEET WEST OF COUNTY ROAD 126, 4.3
 DL2320'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0814 ***********************************************************************
 PR0814  DESIGNATION -  1 JA
 PR0814  PID         -  PR0814
 PR0814  STATE/COUNTY-  MN/LINCOLN
 PR0814  COUNTRY     -  US
 PR0814  USGS QUAD   -  LAKE BENTON (1967)
 PR0814
 PR0814                         *CURRENT SURVEY CONTROL
 PR0814  ______________________________________________________________________
 PR0814* NAD 83(1996) POSITION- 44 15 19.30434(N) 096 15 01.31886(W)   ADJUSTED  
 PR0814* NAVD 88 ORTHO HEIGHT -   567.6    (meters)    1862.    (feet) VERTCON   
 PR0814  ______________________________________________________________________
 PR0814  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 PR0814  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC09
 PR0814  HORZ ORDER      -  THIRD
 PR0814
 PR0814.The horizontal coordinates were established by classical geodetic methods
 PR0814.and adjusted by the National Geodetic Survey in March 1999.
 PR0814.
 PR0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0814
 PR0814.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0814
 PR0814. The following values were computed from the NAD 83(1996) position.
 PR0814
 PR0814;                    North         East     Units Scale Factor Converg.
 PR0814;SPC MN S     -   241,958.422   620,317.685   MT  0.99993122   -1 34 38.4
 PR0814;SPC MN S     -   793,825.26  2,035,158.94   sFT  0.99993122   -1 34 38.4
 PR0814;UTM  14      - 4,903,913.073   719,504.028   MT  1.00019260   +1 55 10.6
 PR0814
 PR0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0814!SPC MN S     -   0.99991508  x   0.99993122  =   0.99984630
 PR0814!UTM  14      -   0.99991508  x   1.00019260  =   1.00010766
 PR0814
 PR0814:                Primary Azimuth Mark                     Grid Az
 PR0814:SPC MN S     -  HARDER                                   300 05 51.0
 PR0814:UTM  14      -  HARDER                                   296 36 02.0
 PR0814
 PR0814|---------------------------------------------------------------------|
 PR0814| PID    Reference Object                     Distance      Geod. Az  |
 PR0814|                                                           dddmmss.s |
 PR0814| PR0813 HARDER                              APPROX. 4.8 KM 2983112.6 |
 PR0814|---------------------------------------------------------------------|
 PR0814
 PR0814                          SUPERSEDED SURVEY CONTROL
 PR0814
 PR0814  NAD 83(1996)-  44 15 19.30439(N)    096 15 01.31808(W) AD(       ) 3
 PR0814  NAD 83(1986)-  44 15 19.30428(N)    096 15 01.30075(W) AD(       ) 3
 PR0814  NAD 27      -  44 15 19.42559(N)    096 15 00.15051(W) AD(       ) 3
 PR0814  NGVD 29 (07/19/86)  567.3    (m)         1861.     (f) VERT ANG       
 PR0814
 PR0814.Superseded values are not recommended for survey control.
 PR0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0814.See file dsdata.txt to determine how the superseded data were derived.
 PR0814
 PR0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1950403913(NAD 83)
 PR0814
 PR0814_MARKER: DB = BENCH MARK DISK
 PR0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0814_STAMPING: ET 1 JA 1961
 PR0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0814+STABILITY: SURFACE MOTION
 PR0814
 PR0814  HISTORY     - Date     Condition        Report By
 PR0814  HISTORY     - 1961     MONUMENTED       USGS
 PR0814  HISTORY     - 1976     GOOD             MNDT
 PR0814
 PR0814                          STATION DESCRIPTION
 PR0814
 PR0814'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JSA)
 PR0814'LAKE BENTON,0.5 MILE S AND 2 MILE E OF. NEAR 1/4 CORNER BETWEEN
 PR0814'SECTIONS 10 AND 15,T.109N,R.45W, 59 FT S AND 52 FT W OF A DRIVEWAY S.
 PR0814'IN A CONCRETE POST A STANDARD TABLET STAMPED---ET 1 JA 1961---.
 PR0814
 PR0814                          STATION RECOVERY (1976)
 PR0814
 PR0814'RECOVERY NOTE BY MN DEPT OF TRANSP 1976 (DKH)
 PR0814'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 1-1/2 MILES
 PR0814'SOUTHEAST OF THE TOWN OF LAKE BENTON, NEAR THE 1/4 CORNER BETWEEN
 PR0814'SECTIONS 10 AND 15, T 109N, R 45W.
 PR0814'
 PR0814'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 PR0814'TRUNK HIGHWAY 14 IN LAKE BENTON, GO EASTERLY ON TRUNK HIGHWAY 14
 PR0814'FOR 1.7 MILES TO COUNTY ROAD 8 ON THE RIGHT, TURN RIGHT AND GO
 PR0814'SOUTH ON COUNTY ROAD 8 FOR 0.55 MILE TO A ROAD ON THE LEFT, TURN
 PR0814'LEFT AND GO EAST FOR 0.60 MILE TO A FARM ENTRANCE AND THE STATION
 PR0814'ON THE RIGHT.
 PR0814'
 PR0814'THE STATION DISK, A STANDARD USGS BENCH MARK DISK STAMPED ET 1 JA
 PR0814'1961, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.3 FOOT
 PR0814'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 60 FEET SOUTH OF THE
 PR0814'CENTERLINE OF THE RAVEL ROAD, 54 FEET WEST OF THE CENTERLINE OF A
 PR0814'FARM ENTRANCE, 22.3 FEET SOUTH OF A FENCE CORNER, AND 0.6 FOOT
 PR0814'EAST OF A FENCELINE.
 PR0814'
 PR0814'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 PR0814'1-1/2 MILES SOUTHEAST OF LAKE BENTON.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1370 ***********************************************************************
 PQ1370  DESIGNATION -  1 JMK
 PQ1370  PID         -  PQ1370
 PQ1370  STATE/COUNTY-  MN/MURRAY
 PQ1370  COUNTRY     -  US
 PQ1370  USGS QUAD   -  HADLEY (1967)
 PQ1370
 PQ1370                         *CURRENT SURVEY CONTROL
 PQ1370  ______________________________________________________________________
 PQ1370* NAD 83(2007) POSITION- 44 03 56.16735(N) 095 45 11.28797(W)   ADJUSTED  
 PQ1370* NAD 83(2007) ELLIP HT-   462.556 (meters)        (07/06/11)   ADJUSTED
 PQ1370* NAD 83(2007) EPOCH   -  2002.00
 PQ1370* NAVD 88 ORTHO HEIGHT -   489.139  (meters)    1604.78  (feet) ADJUSTED  
 PQ1370  ______________________________________________________________________
 PQ1370  NAD 83(2007) X  -   -460,187.528 (meters)                     COMP
 PQ1370  NAD 83(2007) Y  - -4,567,618.783 (meters)                     COMP
 PQ1370  NAD 83(2007) Z  -  4,413,653.846 (meters)                     COMP
 PQ1370  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC09
 PQ1370  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 PQ1370  DYNAMIC HEIGHT  -        489.033 (meters)     1604.44  (feet) COMP
 PQ1370  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 PQ1370
 PQ1370  HORZ ORDER      -  FIRST
 PQ1370  VERT ORDER      -  SECOND    CLASS I
 PQ1370  ELLP ORDER      -  FOURTH    CLASS I
 PQ1370
 PQ1370.The horizontal coordinates were established by GPS observations
 PQ1370.and adjusted by the National Geodetic Survey in July 2011.
 PQ1370
 PQ1370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1370.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1370
 PQ1370.The horizontal coordinates are valid at the epoch date displayed above
 PQ1370.which is a decimal equivalence of Year/Month/Day.
 PQ1370
 PQ1370.The orthometric height was determined by differential leveling and
 PQ1370.adjusted in June 1995.
 PQ1370
 PQ1370.Photographs are available for this station.
 PQ1370
 PQ1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1370
 PQ1370.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1370
 PQ1370.The ellipsoidal height was determined by GPS observations
 PQ1370.and is referenced to NAD 83.
 PQ1370
 PQ1370.The dynamic height is computed by dividing the NAVD 88
 PQ1370.geopotential number by the normal gravity value computed on the
 PQ1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1370.degrees latitude (g = 980.6199 gals.).
 PQ1370
 PQ1370.The modeled gravity was interpolated from observed gravity values.
 PQ1370
 PQ1370. The following values were computed from the NAD 83(2007) position.
 PQ1370
 PQ1370;                    North         East     Units Scale Factor Converg.
 PQ1370;SPC MN S     -   219,906.991   659,560.374   MT  0.99995080   -1 13 43.8
 PQ1370;SPC MN S     -   721,478.19  2,163,907.66   sFT  0.99995080   -1 13 43.8
 PQ1370;UTM  15      - 4,882,844.856   279,510.271   MT  1.00019796   -1 54 55.9
 PQ1370
 PQ1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1370!SPC MN S     -   0.99992747  x   0.99995080  =   0.99987828
 PQ1370!UTM  15      -   0.99992747  x   1.00019796  =   1.00012542
 PQ1370
 PQ1370                          SUPERSEDED SURVEY CONTROL
 PQ1370
 PQ1370  NAD 83(1996)-  44 03 56.16686(N)    095 45 11.28732(W) AD(       ) 1
 PQ1370  ELLIP H (10/25/07)  462.603  (m)                       GP(       ) 4 1
 PQ1370  NAVD 88 (10/25/07)  489.14   (m)         1604.8    (f) LEVELING    3  
 PQ1370
 PQ1370.Superseded values are not recommended for survey control.
 PQ1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1370.See file dsdata.txt to determine how the superseded data were derived.
 PQ1370
 PQ1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7951082844(NAD 83)
 PQ1370
 PQ1370_MARKER: DV = VERTICAL CONTROL DISK
 PQ1370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1370_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1370_STAMPING: 1604 1 JMK 1966
 PQ1370_MARK LOGO: USGS  
 PQ1370_PROJECTION: PROJECTING 15 CENTIMETERS
 PQ1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1370+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1370
 PQ1370  HISTORY     - Date     Condition        Report By
 PQ1370  HISTORY     - 1966     MONUMENTED       USGS
 PQ1370  HISTORY     - 19870824 GOOD             MNDT
 PQ1370  HISTORY     - 20060517 GOOD             MNDT
 PQ1370  HISTORY     - 20061018 GOOD             MNDT
 PQ1370
 PQ1370                          STATION DESCRIPTION
 PQ1370
 PQ1370'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1370'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE TOWN OF
 PQ1370'SLAYTON, IN THE NE 1/4 OF SECTION 22, T107N, R41W, ON THE EAST
 PQ1370'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 46.15 AND OPPOSITE A
 PQ1370'FIELD ENTRANCE.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1370'STAMPED---1 JMK 1966---, IS SET IN THE TOP OF A CONCRETE MONUMENT
 PQ1370'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 PQ1370'HIGHWAY.  THE MARK IS 61.0 FT (18.6 M) EAST OF THE CENTERLINE OF
 PQ1370'TRUNK HIGHWAY 59, 17 FT (5.2 M) NORTH OF THE EXTENDED CENTER OF A
 PQ1370'FIELD ENTRANCE, 10.5 FT (3.2 M) EAST OF A STEEL CORNER FENCE POST
 PQ1370'WITH BRACES, 1.6 FT (0.5 M) SOUTH OF AN EAST-WEST FENCELINE, AND 0.8
 PQ1370'FT (24.4 CM) WEST OF A STEEL WITNESS POST.  STEEL ROD IN THE PRECAST
 PQ1370'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 PQ1370
 PQ1370                          STATION RECOVERY (2006)
 PQ1370
 PQ1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DM)
 PQ1370'RECOVERED AS DESCRIBED.
 PQ1370
 PQ1370                          STATION RECOVERY (2006)
 PQ1370
 PQ1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1370'5.5 MILES NORTH OF SLAYTON, 0.7 MILE SOUTH OF NORTH JUNCTION OF TRUNK
 PQ1370'HIGHWAY 59 AND TRUNK HIGHWAY 30, 61 FEET EAST OF TRUNK HIGHWAY 59 AT
 PQ1370'MILEPOINT 46.15, 17 FEET NORTH OF FIELD ENTRANCE EXTENDED, 10.5 FEET
 PQ1370'EAST OF CORNER FENCE POST, 1.6 FEET SOUTH OF FENCELINE, 0.8 FOOT WEST
 PQ1370'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1163 ***********************************************************************
 QO1163  DESIGNATION -  1 KOS
 QO1163  PID         -  QO1163
 QO1163  STATE/COUNTY-  MN/HENNEPIN
 QO1163  COUNTRY     -  US
 QO1163  USGS QUAD   -  ROCKFORD (1993)
 QO1163
 QO1163                         *CURRENT SURVEY CONTROL
 QO1163  ______________________________________________________________________
 QO1163* NAD 83(1986) POSITION- 45 03 05.     (N) 093 44 46.     (W)   SCALED    
 QO1163* NAVD 88 ORTHO HEIGHT -   293.029  (meters)     961.38  (feet) ADJUSTED  
 QO1163  ______________________________________________________________________
 QO1163  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO1163  DYNAMIC HEIGHT  -        293.005 (meters)      961.30  (feet) COMP
 QO1163  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QO1163
 QO1163  VERT ORDER      -  SECOND    CLASS I
 QO1163
 QO1163.The horizontal coordinates were scaled from a topographic map and have
 QO1163.an estimated accuracy of +/- 6 seconds.
 QO1163.
 QO1163.The orthometric height was determined by differential leveling and
 QO1163.adjusted in June 1991.
 QO1163
 QO1163.The dynamic height is computed by dividing the NAVD 88
 QO1163.geopotential number by the normal gravity value computed on the
 QO1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1163.degrees latitude (g = 980.6199 gals.).
 QO1163
 QO1163.The modeled gravity was interpolated from observed gravity values.
 QO1163
 QO1163;                    North         East    Units  Estimated Accuracy
 QO1163;SPC MN S     -   327,970.      820,000.      MT  (+/- 180 meters Scaled)
 QO1163
 QO1163                          SUPERSEDED SURVEY CONTROL
 QO1163
 QO1163.No superseded survey control is available for this station.
 QO1163
 QO1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK412889(NAD 83)
 QO1163
 QO1163_MARKER: DD = SURVEY DISK
 QO1163_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1163+WITH SETTING: INTO GROUND
 QO1163_SP_SET: METAL ROD WITH BASE PLATE
 QO1163_STAMPING: 1 KOS 1977
 QO1163_PROJECTION: FLUSH
 QO1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1163+STABILITY: SURFACE MOTION
 QO1163_ROD/PIPE-DEPTH: 2.44 meters
 QO1163
 QO1163  HISTORY     - Date     Condition        Report By
 QO1163  HISTORY     - 1977     MONUMENTED       MNDT
 QO1163  HISTORY     - 1978     GOOD             MNDT
 QO1163
 QO1163                          STATION DESCRIPTION
 QO1163
 QO1163'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1163'2.2 MI NE FROM DELANO.
 QO1163'THE MARK IS 2.0 MILES EAST MEASURED ALONG TRUNK HIGHWAY 12 FROM THE
 QO1163'EAST END OF BRIDGE NUMBER 3622 OVER THE CROW RIVER IN DELANO, THE
 QO1163'NORTH 1.1 MILES ALONG LAKE HUGHEY ROAD TO THE JUNCTION OF C.S.A.H. 11.
 QO1163'IT IS 75 FT. EAST OF THE CENTERLINE OF LAKE HUGHEY ROAD EXTENDED, 51
 QO1163'FT. NORTH OF THE CENTERLINE OF C.S.A.H. 11, 35 FT. SOUTHWEST OF A
 QO1163'DOUBLE OAK, 22 FT. NORTH OF POWER POLE NUMBER 65, 18 FT. NORTH OF THE
 QO1163'FENCE. IT IS 1.0 FT. SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH
 QO1163'C.S.A.H. 11.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1986 ***********************************************************************
 DL1986  DESIGNATION -  1 LMT RESET
 DL1986  PID         -  DL1986
 DL1986  STATE/COUNTY-  MN/AITKIN
 DL1986  COUNTRY     -  US
 DL1986  USGS QUAD   -  HILL CITY (1970)
 DL1986
 DL1986                         *CURRENT SURVEY CONTROL
 DL1986  ______________________________________________________________________
 DL1986* NAD 83(1986) POSITION- 46 56 49.5    (N) 093 36 09.5    (W)   HD_HELD2  
 DL1986* NAVD 88 ORTHO HEIGHT -   386.849  (meters)    1269.19  (feet) ADJUSTED  
 DL1986  ______________________________________________________________________
 DL1986  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 DL1986  DYNAMIC HEIGHT  -        386.874 (meters)     1269.27  (feet) COMP
 DL1986  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DL1986
 DL1986  VERT ORDER      -  SECOND    CLASS I
 DL1986
 DL1986.The horizontal coordinates were established by autonomous hand held GPS
 DL1986.observations and have an estimated accuracy of +/- 10 meters.
 DL1986.
 DL1986.The orthometric height was determined by differential leveling and
 DL1986.adjusted in May 2009.
 DL1986
 DL1986.The dynamic height is computed by dividing the NAVD 88
 DL1986.geopotential number by the normal gravity value computed on the
 DL1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1986.degrees latitude (g = 980.6199 gals.).
 DL1986
 DL1986.The modeled gravity was interpolated from observed gravity values.
 DL1986
 DL1986;                    North         East    Units  Estimated Accuracy
 DL1986;SPC MN C     -   316,619.      849,283.      MT  (+/- 10 meters HH2 GPS)
 DL1986
 DL1986                          SUPERSEDED SURVEY CONTROL
 DL1986
 DL1986.No superseded survey control is available for this station.
 DL1986
 DL1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5413899459(NAD 83)
 DL1986
 DL1986_MARKER: DB = BENCH MARK DISK
 DL1986_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL1986_STAMPING: 1 LMT 1969 RESET 1980
 DL1986_MARK LOGO: MNDT  
 DL1986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1986+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1997
 DL1986
 DL1986  HISTORY     - Date     Condition        Report By
 DL1986  HISTORY     - 1980     MONUMENTED       MNDT
 DL1986  HISTORY     - 19970708 GOOD             MNDT
 DL1986
 DL1986                          STATION DESCRIPTION
 DL1986
 DL1986'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1986'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF SHOVEL LAKE, 4.9
 DL1986'MI (7.9 KM) NORTHEAST OF SWATARA AND 3.2 MI (5.1 KM) SOUTH OF HILL
 DL1986'CITY, 2.7 MI (4.3 KM) SOUTH OF JCT OF TH 169 AND TH 200, 125 FT (38.1
 DL1986'M) EAST OF TH 169, AT TH 169 MP 284.3, 38 FT (11.6 M) NORTH OF 2
 DL1986'CONCRETE CULVERTS AT HILL RIVER, 10 FT (3.0 M) NORTH OF E-W TRAIL, 1.0
 DL1986'FT (0.3 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2873 ***********************************************************************
 DM2873  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2873  DESIGNATION -  1 RB
 DM2873  PID         -  DM2873
 DM2873  STATE/COUNTY-  MN/POPE
 DM2873  COUNTRY     -  US
 DM2873  USGS QUAD   -  STARBUCK NW (1968)
 DM2873
 DM2873                         *CURRENT SURVEY CONTROL
 DM2873  ______________________________________________________________________
 DM2873* NAD 83(2007) POSITION- 45 39 28.60158(N) 095 44 18.29803(W)   ADJUSTED  
 DM2873* NAD 83(2007) ELLIP HT-   336.983 (meters)        (08/27/10)   ADJUSTED
 DM2873* NAD 83(2007) EPOCH   -  2002.00
 DM2873* NAVD 88 ORTHO HEIGHT -   363.02   (meters)    1191.0   (feet) GPS OBS   
 DM2873  ______________________________________________________________________
 DM2873  NAD 83(2007) X  -   -446,524.001 (meters)                     COMP
 DM2873  NAD 83(2007) Y  - -4,443,445.681 (meters)                     COMP
 DM2873  NAD 83(2007) Z  -  4,538,997.035 (meters)                     COMP
 DM2873  LAPLACE CORR    -          1.33  (seconds)                    DEFLEC09
 DM2873  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DM2873  HORZ ORDER      -  FIRST
 DM2873  ELLP ORDER      -  THIRD     CLASS I
 DM2873
 DM2873.The horizontal coordinates were established by GPS observations
 DM2873.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2873
 DM2873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2873.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2873
 DM2873.The horizontal coordinates are valid at the epoch date displayed above
 DM2873.which is a decimal equivalence of Year/Month/Day.
 DM2873
 DM2873.The orthometric height was determined by GPS observations and a
 DM2873.high-resolution geoid model using precise GPS observation and
 DM2873.processing techniques.
 DM2873
 DM2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2873
 DM2873.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2873
 DM2873.The ellipsoidal height was determined by GPS observations
 DM2873.and is referenced to NAD 83.
 DM2873
 DM2873. The following values were computed from the NAD 83(2007) position.
 DM2873
 DM2873;                    North         East     Units Scale Factor Converg.
 DM2873;SPC MN C     -   174,218.623   684,001.815   MT  0.99999131   -1 04 36.1
 DM2873;SPC MN C     -   571,582.27  2,244,095.95   sFT  0.99999131   -1 04 36.1
 DM2873;UTM  15      - 5,059,691.545   286,657.065   MT  1.00015961   -1 57 33.1
 DM2873
 DM2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2873!SPC MN C     -   0.99994717  x   0.99999131  =   0.99993848
 DM2873!UTM  15      -   0.99994717  x   1.00015961  =   1.00010677
 DM2873
 DM2873                          SUPERSEDED SURVEY CONTROL
 DM2873
 DM2873  NAVD 88 (08/27/10)  363.03   (m)  GEOID03 model used   GPS OBS        
 DM2873
 DM2873.Superseded values are not recommended for survey control.
 DM2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2873.See file dsdata.txt to determine how the superseded data were derived.
 DM2873
 DM2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8665759691(NAD 83)
 DM2873
 DM2873_MARKER: DB = BENCH MARK DISK
 DM2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2873_STAMPING: 1 RB 1966 1190
 DM2873_MARK LOGO: USGS  
 DM2873_PROJECTION: PROJECTING 23 CENTIMETERS
 DM2873_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2873+STABILITY: SURFACE MOTION
 DM2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2873+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DM2873
 DM2873  HISTORY     - Date     Condition        Report By
 DM2873  HISTORY     - 19660401 MONUMENTED       USGS
 DM2873  HISTORY     - 20090806 GOOD             MNDT
 DM2873  HISTORY     - 20090806 GOOD             MNDT
 DM2873
 DM2873                          STATION DESCRIPTION
 DM2873
 DM2873'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM2873'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2873'THE MARK IS 3.0 MILES NORTH OF CYRUS, 3.0 MILES NORTH ALONG COUNTY
 DM2873'ROAD 3 FROM WEST JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN
 DM2873'CYRUS, 46 FEET SOUTH OF 170TH STREET, 49 FEET WEST OF COUNTY ROAD 3 AT
 DM2873'COUNTY ROAD 24 EAST, 0.3 FOOT SOUTH OF ORANGE WITNESS POST.
 DM2873
 DM2873                          STATION RECOVERY (2009)
 DM2873
 DM2873'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM2873'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2873'THE MARK IS 3.0 MILES NORTH OF CYRUS, 3.0 MILES NORTH ALONG COUNTY
 DM2873'ROAD 3 FROM WEST JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN
 DM2873'CYRUS, 46 FEET SOUTH OF 170TH STREET, 49 FEET WEST OF COUNTY ROAD 3 AT
 DM2873'COUNTY ROAD 24 EAST, 0.3 FOOT SOUTH OF ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8230 ***********************************************************************
 DI8230  DESIGNATION -  1 RDS
 DI8230  PID         -  DI8230
 DI8230  STATE/COUNTY-  MN/FILLMORE
 DI8230  COUNTRY     -  US
 DI8230  USGS QUAD   -  CHATFIELD (1974)
 DI8230
 DI8230                         *CURRENT SURVEY CONTROL
 DI8230  ______________________________________________________________________
 DI8230* NAD 83(1986) POSITION- 43 45 46.     (N) 092 08 06.     (W)   SCALED    
 DI8230* NAVD 88 ORTHO HEIGHT -   384.207  (meters)    1260.52  (feet) ADJUSTED  
 DI8230  ______________________________________________________________________
 DI8230  GEOID HEIGHT    -        -30.07  (meters)                     GEOID09
 DI8230  DYNAMIC HEIGHT  -        384.126 (meters)     1260.25  (feet) COMP
 DI8230  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 DI8230
 DI8230  VERT ORDER      -  SECOND    CLASS I
 DI8230
 DI8230.The horizontal coordinates were scaled from a topographic map and have
 DI8230.an estimated accuracy of +/- 6 seconds.
 DI8230.
 DI8230.The orthometric height was determined by differential leveling and
 DI8230.adjusted in January 2008.
 DI8230
 DI8230.The dynamic height is computed by dividing the NAVD 88
 DI8230.geopotential number by the normal gravity value computed on the
 DI8230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8230.degrees latitude (g = 980.6199 gals.).
 DI8230
 DI8230.The modeled gravity was interpolated from observed gravity values.
 DI8230
 DI8230;                    North         East    Units  Estimated Accuracy
 DI8230;SPC MN S     -   186,470.      950,170.      MT  (+/- 180 meters Scaled)
 DI8230
 DI8230                          SUPERSEDED SURVEY CONTROL
 DI8230
 DI8230.No superseded survey control is available for this station.
 DI8230
 DI8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ696458(NAD 83)
 DI8230
 DI8230_MARKER: DB = BENCH MARK DISK
 DI8230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI8230_STAMPING: 1 RDS 1952
 DI8230_MARK LOGO: USGS  
 DI8230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8230+STABILITY: SURFACE MOTION
 DI8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8230+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1991
 DI8230
 DI8230  HISTORY     - Date     Condition        Report By
 DI8230  HISTORY     - 1952     MONUMENTED       USGS
 DI8230  HISTORY     - 19910612 GOOD             MNDT
 DI8230
 DI8230                          STATION DESCRIPTION
 DI8230
 DI8230'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 DI8230'THE MARK IS 1.5 MI (2.4 KM) NORTH OF FOUNTAIN,
 DI8230' 
 DI8230'2.0 MI (3.2 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8230'SOUTHEAST 1/4 OF SECTION 34, T104N, R11W,
 DI8230' 
 DI8230'47.5 FT (14.5 M) WEST OF AND 4.0 FT (1.2 M) HIGHER THAN THE CENTERLINE
 DI8230'OF TH-52 AT MILEPOST 26.85, 2.0 FT (0.6 M) WEST OF STEEL WITNESS POST,
 DI8230'AND 0.5 FT (15.2 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5949 ***********************************************************************
 DL5949  DESIGNATION -  1 RDS
 DL5949  PID         -  DL5949
 DL5949  STATE/COUNTY-  MN/DAKOTA
 DL5949  COUNTRY     -  US
 DL5949  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DL5949
 DL5949                         *CURRENT SURVEY CONTROL
 DL5949  ______________________________________________________________________
 DL5949* NAD 83(2007) POSITION- 44 50 49.09806(N) 093 03 57.71342(W)   ADJUSTED  
 DL5949* NAD 83(2007) ELLIP HT-   261.956 (meters)        (10/16/09)   ADJUSTED
 DL5949* NAD 83(2007) EPOCH   -  2002.00
 DL5949* NAVD 88 ORTHO HEIGHT -   289.57   (meters)     950.0   (feet) LEVELING  
 DL5949  ______________________________________________________________________
 DL5949  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DL5949  NAD 83(2007) X  -   -242,283.780 (meters)                     COMP
 DL5949  NAD 83(2007) Y  - -4,523,301.512 (meters)                     COMP
 DL5949  NAD 83(2007) Z  -  4,475,491.985 (meters)                     COMP
 DL5949  LAPLACE CORR    -         -8.61  (seconds)                    DEFLEC09
 DL5949  HORZ ORDER      -  FIRST
 DL5949  VERT ORDER      -  THIRD ?
 DL5949  ELLP ORDER      -  THIRD     CLASS I
 DL5949
 DL5949.The horizontal coordinates were established by GPS observations
 DL5949.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5949
 DL5949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5949.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5949
 DL5949.The horizontal coordinates are valid at the epoch date displayed above
 DL5949.which is a decimal equivalence of Year/Month/Day.
 DL5949
 DL5949.The orthometric height was determined by differential leveling.
 DL5949.The vertical network tie was performed by a horz. field party for horz.
 DL5949.obs reductions. Reset procedures were used to establish the elevation.
 DL5949
 DL5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5949
 DL5949.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5949
 DL5949.The ellipsoidal height was determined by GPS observations
 DL5949.and is referenced to NAD 83.
 DL5949
 DL5949. The following values were computed from the NAD 83(2007) position.
 DL5949
 DL5949;                    North         East     Units Scale Factor Converg.
 DL5949;SPC MN S     -   305,643.340   873,830.195   MT  0.99994019   +0 39 16.7
 DL5949;SPC MN S     - 1,002,764.86  2,866,891.23   sFT  0.99994019   +0 39 16.7
 DL5949;UTM  15      - 4,965,953.243   494,781.873   MT  0.99960033   -0 02 47.6
 DL5949
 DL5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5949!SPC MN S     -   0.99995893  x   0.99994019  =   0.99989912
 DL5949!UTM  15      -   0.99995893  x   0.99960033  =   0.99955928
 DL5949
 DL5949                          SUPERSEDED SURVEY CONTROL
 DL5949
 DL5949.No superseded survey control is available for this station.
 DL5949
 DL5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9478165953(NAD 83)
 DL5949
 DL5949_MARKER: DB = BENCH MARK DISK
 DL5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5949_STAMPING: 1 RDS 1950
 DL5949_MARK LOGO: USGS  
 DL5949_PROJECTION: RECESSED 30 CENTIMETERS
 DL5949_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL5949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5949+STABILITY: SURFACE MOTION
 DL5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5949+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2009
 DL5949
 DL5949  HISTORY     - Date     Condition        Report By
 DL5949  HISTORY     - 1950     MONUMENTED       USGS
 DL5949  HISTORY     - 20090423 GOOD             MNDT
 DL5949
 DL5949                          STATION DESCRIPTION
 DL5949
 DL5949'DESCRIBED BY MN DEPT OF TRANSP 2009 (MAS)
 DL5949'IN INVER GROVE HEIGHTS, 0.3 MILE WEST ON COUNTY ROAD 26(70TH STREET)
 DL5949'FROM THE JUNCTION WITH TRUNK HIGHWAY 52, 31 FEET WEST OF COUNTY ROAD
 DL5949'73 (BABCOCK TRAIL), 180 FEET NORTH OF COUNTY ROAD 26 EAST (70TH
 DL5949'STREET), 84 FEET SOUTHWEST OF CHURCH ENTRANCE, 4.7 FEET NORTHWEST OF
 DL5949'POWER POLE NUMBER 40 WITH TRANSFORMER, 2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3304 ***********************************************************************
 AI3304  DESIGNATION -  1 RLG
 AI3304  PID         -  AI3304
 AI3304  STATE/COUNTY-  MN/BLUE EARTH
 AI3304  COUNTRY     -  US
 AI3304  USGS QUAD   -  MANKATO EAST (1993)
 AI3304
 AI3304                         *CURRENT SURVEY CONTROL
 AI3304  ______________________________________________________________________
 AI3304* NAD 83(1986) POSITION- 44 13 56.2    (N) 093 57 26.4    (W)   HD_HELD2  
 AI3304* NAVD 88 ORTHO HEIGHT -   293.530  (meters)     963.02  (feet) ADJUSTED  
 AI3304  ______________________________________________________________________
 AI3304  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AI3304  DYNAMIC HEIGHT  -        293.486 (meters)      962.88  (feet) COMP
 AI3304  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 AI3304
 AI3304  VERT ORDER      -  SECOND    CLASS I
 AI3304
 AI3304.The horizontal coordinates were established by autonomous hand held GPS
 AI3304.observations and have an estimated accuracy of +/- 10 meters.
 AI3304.
 AI3304.The orthometric height was determined by differential leveling and
 AI3304.adjusted in June 2000.
 AI3304
 AI3304.Photographs are available for this station.
 AI3304
 AI3304.The dynamic height is computed by dividing the NAVD 88
 AI3304.geopotential number by the normal gravity value computed on the
 AI3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3304.degrees latitude (g = 980.6199 gals.).
 AI3304
 AI3304.The modeled gravity was interpolated from observed gravity values.
 AI3304
 AI3304;                    North         East    Units  Estimated Accuracy
 AI3304;SPC MN S     -   236,921.      803,409.      MT  (+/- 10 meters HH2 GPS)
 AI3304
 AI3304                          SUPERSEDED SURVEY CONTROL
 AI3304
 AI3304.No superseded survey control is available for this station.
 AI3304
 AI3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2354698117(NAD 83)
 AI3304
 AI3304_MARKER: DB = BENCH MARK DISK
 AI3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3304_STAMPING: 1 RLG 1949
 AI3304_MARK LOGO: USGS  
 AI3304_PROJECTION: FLUSH
 AI3304_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3304+STABILITY: SURFACE MOTION
 AI3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3304+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 AI3304
 AI3304  HISTORY     - Date     Condition        Report By
 AI3304  HISTORY     - 1949     MONUMENTED       USGS
 AI3304  HISTORY     - 19900820 GOOD             MNDT
 AI3304  HISTORY     - 20051019 GOOD             MNDT
 AI3304
 AI3304                          STATION DESCRIPTION
 AI3304
 AI3304'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3304'THE MARK IS LOCATED ABOUT 3 1/4 MILES NNE OF MANKATO IN THE NE 1/4
 AI3304'SECTION 21, T109N, R26W.  TO REACH THE MARK THE JCT OF TH 22 AND TH 14
 AI3304'BY PASS, GO NORTH 3.3 MILES (5.3 KM) ON TH 22, MP 58.3. THE MARK IS
 AI3304'450.0 FT (137.2 M) EAST OF THE CENTER OF TH 22, 162.5 FT (49.5 M) ENE
 AI3304'OF A TRANSFORMER POWER POLE, 26.0 FT (7.9 M) NORTH OF THE CENTER OF
 AI3304'TWP RD 309, 0.6 FT (18.3 CM) SOUTH OF A STEEL WITNESS POST, AND IS
 AI3304'ABOUT 3 FT (0.9 M) LOWER THAN TWP RD 309.
 AI3304
 AI3304                          STATION RECOVERY (2005)
 AI3304
 AI3304'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI3304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4592 ***********************************************************************
 DF4592  DESIGNATION -  1 SE
 DF4592  PID         -  DF4592
 DF4592  STATE/COUNTY-  MN/CASS
 DF4592  COUNTRY     -  US
 DF4592  USGS QUAD   -  SUCKER LAKES (1996)
 DF4592
 DF4592                         *CURRENT SURVEY CONTROL
 DF4592  ______________________________________________________________________
 DF4592* NAD 83(1986) POSITION- 47 22 07.0    (N) 094 25 02.6    (W)   HD_HELD2  
 DF4592* NAVD 88 ORTHO HEIGHT -   399.286  (meters)    1309.99  (feet) ADJUSTED  
 DF4592  ______________________________________________________________________
 DF4592  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DF4592  DYNAMIC HEIGHT  -        399.330 (meters)     1310.14  (feet) COMP
 DF4592  MODELED GRAVITY -    980,712.0   (mgal)                       NAVD 88
 DF4592
 DF4592  VERT ORDER      -  SECOND    CLASS I
 DF4592
 DF4592.The horizontal coordinates were established by autonomous hand held GPS
 DF4592.observations and have an estimated accuracy of +/- 10 meters.
 DF4592.
 DF4592.The orthometric height was determined by differential leveling and
 DF4592.adjusted in August 2004.
 DF4592
 DF4592.The dynamic height is computed by dividing the NAVD 88
 DF4592.geopotential number by the normal gravity value computed on the
 DF4592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4592.degrees latitude (g = 980.6199 gals.).
 DF4592
 DF4592.The modeled gravity was interpolated from observed gravity values.
 DF4592
 DF4592;                    North         East    Units  Estimated Accuracy
 DF4592;SPC MN C     -   363,295.      787,356.      MT  (+/- 10 meters HH2 GPS)
 DF4592
 DF4592                          SUPERSEDED SURVEY CONTROL
 DF4592
 DF4592.No superseded survey control is available for this station.
 DF4592
 DF4592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9298647101(NAD 83)
 DF4592
 DF4592_MARKER: DB = BENCH MARK DISK
 DF4592_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF4592_STAMPING: 1 SE 1971
 DF4592_MARK LOGO: USGS  
 DF4592_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4592+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4592
 DF4592  HISTORY     - Date     Condition        Report By
 DF4592  HISTORY     - 1971     MONUMENTED       USGS
 DF4592  HISTORY     - 20010815 GOOD             MNDT
 DF4592
 DF4592                          STATION DESCRIPTION
 DF4592
 DF4592'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4592'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF4592'SOUTH AND 9 MI (14.5 KM) EAST OF CASS LAKE, 9.2 MI (14.8 KM) EAST
 DF4592'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP 139.2,
 DF4592'104 FT (31.7 M) SOUTH OF TH 2, 59 FT (18.0 M) EAST OF FOREST RD, 1 FT
 DF4592'(0.3 M) SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND NOT SUITABLE
 DF4592'FOR GPS DUE TO TREES.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5830 ***********************************************************************
 DL5830  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5830  DESIGNATION -  1 SEM
 DL5830  PID         -  DL5830
 DL5830  STATE/COUNTY-  MN/LYON
 DL5830  COUNTRY     -  US
 DL5830  USGS QUAD   -  MINNEOTA (1967)
 DL5830
 DL5830                         *CURRENT SURVEY CONTROL
 DL5830  ______________________________________________________________________
 DL5830* NAD 83(2007) POSITION- 44 31 55.30504(N) 095 52 39.75438(W)   ADJUSTED  
 DL5830* NAD 83(2007) ELLIP HT-   322.962 (meters)        (11/04/09)   ADJUSTED
 DL5830* NAD 83(2007) EPOCH   -  2002.00
 DL5830* NAVD 88 ORTHO HEIGHT -   349.81   (meters)    1147.7   (feet) GPS OBS   
 DL5830  ______________________________________________________________________
 DL5830  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5830  GEOID HEIGHT    -        -26.81  (meters)                     GEOID03
 DL5830  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 DL5830  NAD 83(2007) X  -   -466,400.243 (meters)                     COMP
 DL5830  NAD 83(2007) Y  - -4,530,499.186 (meters)                     COMP
 DL5830  NAD 83(2007) Z  -  4,450,652.558 (meters)                     COMP
 DL5830  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DL5830  HORZ ORDER      -  FIRST
 DL5830  ELLP ORDER      -  THIRD     CLASS I
 DL5830
 DL5830.The horizontal coordinates were established by GPS observations
 DL5830.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5830
 DL5830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5830.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5830
 DL5830.The horizontal coordinates are valid at the epoch date displayed above
 DL5830.which is a decimal equivalence of Year/Month/Day.
 DL5830
 DL5830.The orthometric height was determined by GPS observations and a
 DL5830.high-resolution geoid model using precise GPS observation and
 DL5830.processing techniques.
 DL5830
 DL5830.Photographs are available for this station.
 DL5830
 DL5830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5830
 DL5830.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5830
 DL5830.The ellipsoidal height was determined by GPS observations
 DL5830.and is referenced to NAD 83.
 DL5830
 DL5830. The following values were computed from the NAD 83(2007) position.
 DL5830
 DL5830;                    North         East     Units Scale Factor Converg.
 DL5830;SPC MN S     -   271,939.859   650,773.100   MT  0.99992218   -1 18 58.1
 DL5830;SPC MN S     -   892,189.35  2,135,078.08   sFT  0.99992218   -1 18 58.1
 DL5830;UTM  15      - 4,934,995.524   271,352.145   MT  1.00024296   -2 01 08.5
 DL5830
 DL5830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5830!SPC MN S     -   0.99994936  x   0.99992218  =   0.99987155
 DL5830!UTM  15      -   0.99994936  x   1.00024296  =   1.00019231
 DL5830
 DL5830                          SUPERSEDED SURVEY CONTROL
 DL5830
 DL5830.No superseded survey control is available for this station.
 DL5830
 DL5830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7135234995(NAD 83)
 DL5830
 DL5830_MARKER: DD = SURVEY DISK
 DL5830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5830_STAMPING: 1 SEM 1965 1147
 DL5830_MARK LOGO: USGS  
 DL5830_PROJECTION: FLUSH
 DL5830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5830+STABILITY: SURFACE MOTION
 DL5830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5830+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 DL5830
 DL5830  HISTORY     - Date     Condition        Report By
 DL5830  HISTORY     - 1965     MONUMENTED       USGS
 DL5830  HISTORY     - 20090420 GOOD             MNDT
 DL5830
 DL5830                          STATION DESCRIPTION
 DL5830
 DL5830'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DL5830'1.3 MILES NORTHEAST OF GHENT, 0.8 MILE NORTHEAST AND EAST ALONG COUNTY
 DL5830'ROAD 8 FROM JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 68 IN GHENT,
 DL5830'AT TRUNK HIGHWAY 68 MILEPOINT 32.3, THEN 1.1 MILE NORTH ALONG 210TH
 DL5830'AVENUE, 36.0 FEET SOUTH OF DRIVEWAY 3313, 29.5 FEET WEST OF 210TH
 DL5830'AVENUE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8702 ***********************************************************************
 DF8702  DESIGNATION -  10
 DF8702  PID         -  DF8702
 DF8702  STATE/COUNTY-  MN/KANABEC
 DF8702  COUNTRY     -  US
 DF8702  USGS QUAD   -  BOCK (1968)
 DF8702
 DF8702                         *CURRENT SURVEY CONTROL
 DF8702  ______________________________________________________________________
 DF8702* NAD 83(2007) POSITION- 45 48 02.76787(N) 093 30 55.84520(W)   ADJUSTED  
 DF8702* NAD 83(2007) ELLIP HT-   296.651 (meters)        (02/10/07)   ADJUSTED
 DF8702* NAD 83(2007) EPOCH   -  2002.00
 DF8702* NAVD 88 ORTHO HEIGHT -   324.3    (meters)    1064.    (feet) GPS OBS   
 DF8702  ______________________________________________________________________
 DF8702  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8702  GEOID HEIGHT    -        -27.59  (meters)                     GEOID99
 DF8702  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DF8702  NAD 83(2007) X  -   -273,140.171 (meters)                     COMP
 DF8702  NAD 83(2007) Y  - -4,446,047.304 (meters)                     COMP
 DF8702  NAD 83(2007) Z  -  4,550,049.747 (meters)                     COMP
 DF8702  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 DF8702
 DF8702  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8702  Type                                         Horiz  Ellip  Dist(km)
 DF8702  -------------------------------------------------------------------
 DF8702  NETWORK                                       0.69   1.25
 DF8702  -------------------------------------------------------------------
 DF8702  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.72   1.29      8.42
 DF8702  -------------------------------------------------------------------
 DF8702  NOTE: Click here for information on individual local accuracy
 DF8702  values and other accuracy information.
 DF8702
 DF8702
 DF8702.The horizontal coordinates were established by GPS observations
 DF8702.and adjusted by the National Geodetic Survey in February 2007.
 DF8702
 DF8702.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8702.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8702
 DF8702.The horizontal coordinates are valid at the epoch date displayed above
 DF8702.which is a decimal equivalence of Year/Month/Day.
 DF8702
 DF8702.The orthometric height was determined by GPS observations and a
 DF8702.high-resolution geoid model.
 DF8702
 DF8702.Photographs are available for this station.
 DF8702
 DF8702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8702
 DF8702.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8702
 DF8702.The ellipsoidal height was determined by GPS observations
 DF8702.and is referenced to NAD 83.
 DF8702
 DF8702. The following values were computed from the NAD 83(2007) position.
 DF8702
 DF8702;                    North         East     Units Scale Factor Converg.
 DF8702;SPC MN C     -   189,267.375   857,096.874   MT  0.99996520   +0 31 52.8
 DF8702;SPC MN C     -   620,954.71  2,811,991.99   sFT  0.99996520   +0 31 52.8
 DF8702;UTM  15      - 5,072,041.137   459,939.660   MT  0.99961973   -0 22 10.5
 DF8702
 DF8702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8702!SPC MN C     -   0.99995350  x   0.99996520  =   0.99991870
 DF8702!UTM  15      -   0.99995350  x   0.99961973  =   0.99957324
 DF8702
 DF8702                          SUPERSEDED SURVEY CONTROL
 DF8702
 DF8702  NAD 83(1996)-  45 48 02.76764(N)    093 30 55.84485(W) AD(       ) 1
 DF8702  ELLIP H (10/22/03)  296.680  (m)                       GP(       ) 3 2
 DF8702
 DF8702.Superseded values are not recommended for survey control.
 DF8702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8702.See file dsdata.txt to determine how the superseded data were derived.
 DF8702
 DF8702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5993972041(NAD 83)
 DF8702
 DF8702_MARKER: DD = SURVEY DISK
 DF8702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8702_STAMPING: 10
 DF8702_MARK LOGO: MN-065
 DF8702_PROJECTION: FLUSH
 DF8702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8702+STABILITY: SURFACE MOTION
 DF8702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8702+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 DF8702
 DF8702  HISTORY     - Date     Condition        Report By
 DF8702  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8702  HISTORY     - 20100421 GOOD             MNDT
 DF8702
 DF8702                          STATION DESCRIPTION
 DF8702
 DF8702'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8702'4.5 MI (7.2 KM) SW OF OGILVIE ALONG TH 23 FROM THE JCT OF TH 47, AT TH
 DF8702'23 MP 242.90, 119 FT (36.3 M) NNW OF CENTER OF TH 23, 108 FT (32.9 M)
 DF8702'ESE OF CENTER OF 50TH AVE, 19 FT (5.8 M) NORTH OF CENTER OF OLD RR
 DF8702'BED, 73.5 FT (22.4 M) SW OF 24 INCH OAK, 2 FT (0.6 M) SOUTH OF WIT
 DF8702'POST, FLUSH, MAGNETIC.
 DF8702
 DF8702                          STATION RECOVERY (2010)
 DF8702
 DF8702'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8702'THE MARK IS 4.5 MI (7.2 KM) SOUTHWEST OF OGILVIE.
 DF8702' 
 DF8702'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 DF8702'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 47 IN OGILVIE,
 DF8702'AT TRUNK HIGHWAY 23 MILE POINT 242.90.
 DF8702' 
 DF8702'IT IS 119.0 FT (36.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF TRUNK
 DF8702'HIGHWAY 23, 108.0 FT (32.9 M) EAST-SOUTHEAST OF THE CENTERLINE OF 50TH
 DF8702'AVENUE, 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF OLD RAILROAD BED,
 DF8702'2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1697 ***********************************************************************
 DN1697  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1697  DESIGNATION -  10
 DN1697  PID         -  DN1697
 DN1697  STATE/COUNTY-  MN/ANOKA
 DN1697  COUNTRY     -  US
 DN1697  USGS QUAD   -  CIRCLE PINES (1993)
 DN1697
 DN1697                         *CURRENT SURVEY CONTROL
 DN1697  ______________________________________________________________________
 DN1697* NAD 83(2007) POSITION- 45 13 31.77360(N) 093 09 47.73577(W)   ADJUSTED  
 DN1697* NAD 83(2007) ELLIP HT-   245.946 (meters)        (07/18/11)   ADJUSTED
 DN1697* NAD 83(2007) EPOCH   -  2002.00
 DN1697* NAVD 88 ORTHO HEIGHT -   273.56   (meters)     897.5   (feet) GPS OBS   
 DN1697  ______________________________________________________________________
 DN1697  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DN1697  NAD 83(2007) X  -   -248,316.173 (meters)                     COMP
 DN1697  NAD 83(2007) Y  - -4,493,152.833 (meters)                     COMP
 DN1697  NAD 83(2007) Z  -  4,505,208.110 (meters)                     COMP
 DN1697  LAPLACE CORR    -          4.50  (seconds)                    DEFLEC09
 DN1697  HORZ ORDER      -  FIRST
 DN1697  ELLP ORDER      -  SECOND    CLASS I
 DN1697
 DN1697.The horizontal coordinates were established by GPS observations
 DN1697.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1697
 DN1697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1697.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1697
 DN1697.The horizontal coordinates are valid at the epoch date displayed above
 DN1697.which is a decimal equivalence of Year/Month/Day.
 DN1697
 DN1697.The orthometric height was determined by GPS observations and a
 DN1697.high-resolution geoid model using precise GPS observation and
 DN1697.processing techniques.
 DN1697
 DN1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1697
 DN1697.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1697
 DN1697.The ellipsoidal height was determined by GPS observations
 DN1697.and is referenced to NAD 83.
 DN1697
 DN1697. The following values were computed from the NAD 83(2007) position.
 DN1697
 DN1697;                    North         East     Units Scale Factor Converg.
 DN1697;SPC MN S     -   347,622.497   865,713.996   MT  1.00000194   +0 35 11.4
 DN1697;SPC MN S     - 1,140,491.48  2,840,263.34   sFT  1.00000194   +0 35 11.4
 DN1697;UTM  15      - 5,008,013.237   487,183.191   MT  0.99960202   -0 06 57.2
 DN1697
 DN1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1697!SPC MN S     -   0.99996144  x   1.00000194  =   0.99996338
 DN1697!UTM  15      -   0.99996144  x   0.99960202  =   0.99956348
 DN1697
 DN1697                          SUPERSEDED SURVEY CONTROL
 DN1697
 DN1697.No superseded survey control is available for this station.
 DN1697
 DN1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8718308013(NAD 83)
 DN1697
 DN1697_MARKER: I = METAL ROD
 DN1697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1697_MARK LOGO: MN-003
 DN1697_PROJECTION: RECESSED 8 CENTIMETERS
 DN1697_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1697+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DN1697_ROD/PIPE-DEPTH:  3.0 meters
 DN1697
 DN1697  HISTORY     - Date     Condition        Report By
 DN1697  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1697  HISTORY     - 20070814 GOOD             MNDT
 DN1697
 DN1697                          STATION DESCRIPTION
 DN1697
 DN1697'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DN1697'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1697'THE MARK IS IN HAM LAKE, 2.0 MILES NORTH ALONG COUNTY ROAD 17
 DN1697'(LEXINGTON AVENUE NORTHEAST) FROM JUNCTION OF COUNTY ROAD 17 AND
 DN1697'COUNTY ROAD 14 (MAIN STREET), 82 FEET WEST OF COUNTY ROAD 17, 66 FEET
 DN1697'SOUTH OF COUNTY ROAD 116 (BUNKER LAKE BOULEVARD NORTHEAST), 48.8 FEET
 DN1697'WEST-SOUTHWEST OF LIGHT POLE, 1.1 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4165 ***********************************************************************
 AE4165  DESIGNATION -  10 001
 AE4165  PID         -  AE4165
 AE4165  STATE/COUNTY-  MN/CARVER
 AE4165  COUNTRY     -  US
 AE4165  USGS QUAD   -  SHAKOPEE (1993)
 AE4165
 AE4165                         *CURRENT SURVEY CONTROL
 AE4165  ______________________________________________________________________
 AE4165* NAD 83(1986) POSITION- 44 51 30.09   (N) 093 32 52.46   (W)   HD_HELD1  
 AE4165* NAVD 88 ORTHO HEIGHT -   288.934  (meters)     947.94  (feet) ADJUSTED  
 AE4165  ______________________________________________________________________
 AE4165  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 AE4165  DYNAMIC HEIGHT  -        288.930 (meters)      947.93  (feet) COMP
 AE4165  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 AE4165
 AE4165  VERT ORDER      -  SECOND    CLASS II
 AE4165
 AE4165.The horizontal coordinates were established by differentially corrected
 AE4165.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE4165.
 AE4165.The orthometric height was determined by differential leveling and
 AE4165.adjusted in November 1999.
 AE4165
 AE4165.No vertical observational check was made to the station.
 AE4165
 AE4165.Photographs are available for this station.
 AE4165
 AE4165.The dynamic height is computed by dividing the NAVD 88
 AE4165.geopotential number by the normal gravity value computed on the
 AE4165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4165.degrees latitude (g = 980.6199 gals.).
 AE4165
 AE4165.The modeled gravity was interpolated from observed gravity values.
 AE4165
 AE4165;                    North         East    Units  Estimated Accuracy
 AE4165;SPC MN S     -   306,585.7     835,731.7     MT  (+/- 3 meters HH1 GPS) 
 AE4165
 AE4165                          SUPERSEDED SURVEY CONTROL
 AE4165
 AE4165.No superseded survey control is available for this station.
 AE4165
 AE4165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5671067362(NAD 83)
 AE4165
 AE4165_MARKER: DV = VERTICAL CONTROL DISK
 AE4165_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4165_STAMPING: 10-001 1982
 AE4165_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4165
 AE4165  HISTORY     - Date     Condition        Report By
 AE4165  HISTORY     - 1983     MONUMENTED       MNDT
 AE4165  HISTORY     - 20021016 GOOD             USPSQD
 AE4165
 AE4165                          STATION DESCRIPTION
 AE4165
 AE4165'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE4165'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, O.2 MILE SOUTH ALONG
 AE4165'COUNTY ROAD 17 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 AT THE CROSSING
 AE4165'OF THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD AND IS IN THE
 AE4165'NE 1/4 OF SECTION 14, T116N, R23W.  THE MARK IS 10 FEET SOUTH OF AND 1
 AE4165'FOOT LOWER THAN THE CENTER OF THE RAILROAD TRACKS.  THE MARK, A
 AE4165'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---10-001 1982---,
 AE4165'IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE DECK OF BRIDGE NUMBER
 AE4165'10521 (CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD OVER COUNTY
 AE4165'ROAD 17).
 AE4165
 AE4165                          STATION RECOVERY (2002)
 AE4165
 AE4165'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE4165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0323 ***********************************************************************
 RP0323  DESIGNATION -  10 1
 RP0323  PID         -  RP0323
 RP0323  STATE/COUNTY-  MN/CLAY
 RP0323  COUNTRY     -  US
 RP0323  USGS QUAD   -  SABIN (1976)
 RP0323
 RP0323                         *CURRENT SURVEY CONTROL
 RP0323  ______________________________________________________________________
 RP0323* NAD 83(1986) POSITION- 46 52 29.     (N) 096 44 08.     (W)   SCALED    
 RP0323* NAVD 88 ORTHO HEIGHT -   277.698  (meters)     911.08  (feet) ADJUSTED  
 RP0323  ______________________________________________________________________
 RP0323  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 RP0323  DYNAMIC HEIGHT  -        277.722 (meters)      911.16  (feet) COMP
 RP0323  MODELED GRAVITY -    980,695.5   (mgal)                       NAVD 88
 RP0323
 RP0323  VERT ORDER      -  SECOND    CLASS 0
 RP0323
 RP0323.The horizontal coordinates were scaled from a topographic map and have
 RP0323.an estimated accuracy of +/- 6 seconds.
 RP0323.
 RP0323.The orthometric height was determined by differential leveling and
 RP0323.adjusted in June 1991.
 RP0323
 RP0323.The dynamic height is computed by dividing the NAVD 88
 RP0323.geopotential number by the normal gravity value computed on the
 RP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0323.degrees latitude (g = 980.6199 gals.).
 RP0323
 RP0323.The modeled gravity was interpolated from observed gravity values.
 RP0323
 RP0323;                    North         East    Units  Estimated Accuracy
 RP0323;SPC MN C     -   311,350.      610,560.      MT  (+/- 180 meters Scaled)
 RP0323
 RP0323                          SUPERSEDED SURVEY CONTROL
 RP0323
 RP0323  NGVD 29 (??/??/92)  277.409  (m)          910.13   (f) ADJ UNCH    2 0
 RP0323
 RP0323.Superseded values are not recommended for survey control.
 RP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0323.See file dsdata.txt to determine how the superseded data were derived.
 RP0323
 RP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS725937(NAD 83)
 RP0323
 RP0323_MARKER: DD = SURVEY DISK
 RP0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0323_SP_SET: BRIDGE
 RP0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0323
 RP0323  HISTORY     - Date     Condition        Report By
 RP0323  HISTORY     - UNK      MONUMENTED       MNDT
 RP0323  HISTORY     - 1968     GOOD             MNDT
 RP0323
 RP0323                          STATION DESCRIPTION
 RP0323
 RP0323'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0323'IN MOORHEAD.
 RP0323'MARK IS LOCATED NEAR THE CORNERS OF SECTIONS 3-4-10-9 ABOUT 1.5 MILES
 RP0323'EAST OF THE NORTHERN PACIFIC RAILROAD STATION AT MOORHEAD.  MARK IS A
 RP0323'CHISLED X IN THE NORTHEAST CORNER OF RAILROAD BRIDGE NO. 9-1963 OVER A
 RP0323'DRAINAGE DITCH, 0.1 MILES SOUTH OF T.H. 10, 1.0 MILES WEST OF COUNTY
 RP0323'ROAD 9.  SECTION 3-4, T 139N, R 48W 10-9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8088 ***********************************************************************
 DM8088  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8088  DESIGNATION -  10 CEH
 DM8088  PID         -  DM8088
 DM8088  STATE/COUNTY-  MN/ITASCA
 DM8088  COUNTRY     -  US
 DM8088  USGS QUAD   -  ALVWOOD (1996)
 DM8088
 DM8088                         *CURRENT SURVEY CONTROL
 DM8088  ______________________________________________________________________
 DM8088* NAD 83(2007) POSITION- 47 39 29.50616(N) 094 18 22.42971(W)   ADJUSTED  
 DM8088* NAD 83(2007) ELLIP HT-   384.986 (meters)        (06/13/11)   ADJUSTED
 DM8088* NAD 83(2007) EPOCH   -  2002.00
 DM8088* NAVD 88 ORTHO HEIGHT -   413.28   (meters)    1355.9   (feet) GPS OBS   
 DM8088  ______________________________________________________________________
 DM8088  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 DM8088  NAD 83(2007) X  -   -323,185.936 (meters)                     COMP
 DM8088  NAD 83(2007) Y  - -4,291,992.967 (meters)                     COMP
 DM8088  NAD 83(2007) Z  -  4,691,647.063 (meters)                     COMP
 DM8088  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC09
 DM8088  HORZ ORDER      -  FIRST
 DM8088  ELLP ORDER      -  FOURTH    CLASS I
 DM8088
 DM8088.The horizontal coordinates were established by GPS observations
 DM8088.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8088
 DM8088.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8088.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8088
 DM8088.The horizontal coordinates are valid at the epoch date displayed above
 DM8088.which is a decimal equivalence of Year/Month/Day.
 DM8088
 DM8088.The orthometric height was determined by GPS observations and a
 DM8088.high-resolution geoid model using precise GPS observation and
 DM8088.processing techniques.
 DM8088
 DM8088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8088
 DM8088.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8088
 DM8088.The ellipsoidal height was determined by GPS observations
 DM8088.and is referenced to NAD 83.
 DM8088
 DM8088. The following values were computed from the NAD 83(2007) position.
 DM8088
 DM8088;                    North         East     Units Scale Factor Converg.
 DM8088;SPC MN N     -   229,467.073   709,403.693   MT  0.99990758   -0 53 38.7
 DM8088;SPC MN N     -   752,843.22  2,327,435.28   sFT  0.99990758   -0 53 38.7
 DM8088;UTM  15      - 5,279,137.721   401,919.971   MT  0.99971821   -0 57 56.0
 DM8088
 DM8088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8088!SPC MN N     -   0.99993966  x   0.99990758  =   0.99984725
 DM8088!UTM  15      -   0.99993966  x   0.99971821  =   0.99965789
 DM8088
 DM8088                          SUPERSEDED SURVEY CONTROL
 DM8088
 DM8088.No superseded survey control is available for this station.
 DM8088
 DM8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0191979137(NAD 83)
 DM8088
 DM8088_MARKER: DD = SURVEY DISK
 DM8088_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM8088_STAMPING: 10 CEH 1971
 DM8088_MARK LOGO: USGS  
 DM8088_PROJECTION: PROJECTING 3 CENTIMETERS
 DM8088_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8088+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DM8088
 DM8088  HISTORY     - Date     Condition        Report By
 DM8088  HISTORY     - 19710401 MONUMENTED       USGS
 DM8088  HISTORY     - 20091116 GOOD             MNDT
 DM8088
 DM8088                          STATION DESCRIPTION
 DM8088
 DM8088'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8088'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8088'THE MARK IS AT ROSY, 34 FEET EAST OF DRIVEWAY, 26 FEET SOUTH OF ROAD,
 DM8088'AT NORTHWEST CORNER OF SECTION 12, 0.5 FOOT NORTH OF WITNESS POST, 1
 DM8088'MILE WEST OF COUNTY ROAD 156 ON COUNTY ROAD 32, FROM SQUAW LAKE GO
 DM8088'NORTHWEST ON TRUNK HIGHWAY 47 THEN WEST ON COUNTY ROAD 13.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8989 ***********************************************************************
 DH8989  DESIGNATION -  10 DLS
 DH8989  PID         -  DH8989
 DH8989  STATE/COUNTY-  MN/ITASCA
 DH8989  COUNTRY     -  US
 DH8989  USGS QUAD   -  MAX (1971)
 DH8989
 DH8989                         *CURRENT SURVEY CONTROL
 DH8989  ______________________________________________________________________
 DH8989* NAD 83(1986) POSITION- 47 32 56.1    (N) 094 04 03.5    (W)   HD_HELD2  
 DH8989* NAVD 88 ORTHO HEIGHT -   414.553  (meters)    1360.08  (feet) ADJUSTED  
 DH8989  ______________________________________________________________________
 DH8989  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 DH8989  DYNAMIC HEIGHT  -        414.605 (meters)     1360.25  (feet) COMP
 DH8989  MODELED GRAVITY -    980,726.2   (mgal)                       NAVD 88
 DH8989
 DH8989  VERT ORDER      -  SECOND    CLASS I
 DH8989
 DH8989.The horizontal coordinates were established by autonomous hand held GPS
 DH8989.observations and have an estimated accuracy of +/- 10 meters.
 DH8989.
 DH8989.The orthometric height was determined by differential leveling and
 DH8989.adjusted in September 2006.
 DH8989
 DH8989.Photographs are available for this station.
 DH8989
 DH8989.The dynamic height is computed by dividing the NAVD 88
 DH8989.geopotential number by the normal gravity value computed on the
 DH8989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8989.degrees latitude (g = 980.6199 gals.).
 DH8989
 DH8989.The modeled gravity was interpolated from observed gravity values.
 DH8989
 DH8989;                    North         East    Units  Estimated Accuracy
 DH8989;SPC MN N     -   217,067.      727,170.      MT  (+/- 10 meters HH2 GPS)
 DH8989
 DH8989                          SUPERSEDED SURVEY CONTROL
 DH8989
 DH8989.No superseded survey control is available for this station.
 DH8989
 DH8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1966766718(NAD 83)
 DH8989
 DH8989_MARKER: DD = SURVEY DISK
 DH8989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8989_STAMPING: 10 DLS 1969
 DH8989_MARK LOGO: USGS  
 DH8989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8989+STABILITY: SURFACE MOTION
 DH8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8989+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 DH8989
 DH8989  HISTORY     - Date     Condition        Report By
 DH8989  HISTORY     - 1969     MONUMENTED       USGS
 DH8989  HISTORY     - 20010919 GOOD             MNDT
 DH8989
 DH8989                          STATION DESCRIPTION
 DH8989
 DH8989'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH8989'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 23.1 MI (37.2
 DH8989'KM) NORTH OF DEER RIVER, AT JCT OF TH 46 AND CO RD 34, AT TH 46 MP
 DH8989'20.2, 115 FT (35.1 M) NW OF CO RD 34, 51 FT (15.5 M) NE OF TH 46, 4.0
 DH8989'FT (1.2 M) SOUTH OF 18 INCH PINE TREE, 1.0 FT (0.3 M) NW OF WIT POST,
 DH8989'FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4407 ***********************************************************************
 DN4407  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4407  DESIGNATION -  10 DNB
 DN4407  PID         -  DN4407
 DN4407  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4407  COUNTRY     -  US
 DN4407  USGS QUAD   -  THE PINES (1973)
 DN4407
 DN4407                         *CURRENT SURVEY CONTROL
 DN4407  ______________________________________________________________________
 DN4407* NAD 83(2007) POSITION- 48 28 08.07930(N) 094 25 49.54410(W)   ADJUSTED  
 DN4407* NAD 83(2007) ELLIP HT-   327.122 (meters)        (09/16/11)   ADJUSTED
 DN4407* NAD 83(2007) EPOCH   -  2002.00
 DN4407* NAVD 88 ORTHO HEIGHT -   356.00   (meters)    1168.0   (feet) GPS OBS   
 DN4407  ______________________________________________________________________
 DN4407  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DN4407  NAD 83(2007) X  -   -327,305.482 (meters)                     COMP
 DN4407  NAD 83(2007) Y  - -4,224,383.571 (meters)                     COMP
 DN4407  NAD 83(2007) Z  -  4,751,851.064 (meters)                     COMP
 DN4407  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC09
 DN4407  HORZ ORDER      -  FIRST
 DN4407  ELLP ORDER      -  FIRST     CLASS I
 DN4407
 DN4407.The horizontal coordinates were established by GPS observations
 DN4407.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4407
 DN4407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4407.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4407
 DN4407.The horizontal coordinates are valid at the epoch date displayed above
 DN4407.which is a decimal equivalence of Year/Month/Day.
 DN4407
 DN4407.The orthometric height was determined by GPS observations and a
 DN4407.high-resolution geoid model using precise GPS observation and
 DN4407.processing techniques.
 DN4407
 DN4407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4407
 DN4407.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4407
 DN4407.The ellipsoidal height was determined by GPS observations
 DN4407.and is referenced to NAD 83.
 DN4407
 DN4407. The following values were computed from the NAD 83(2007) position.
 DN4407
 DN4407;                    North         East     Units Scale Factor Converg.
 DN4407;SPC MN N     -   319,744.121   701,627.716   MT  0.99996401   -0 59 10.1
 DN4407;SPC MN N     - 1,049,027.17  2,301,923.60   sFT  0.99996401   -0 59 10.1
 DN4407;UTM  15      - 5,369,407.980   394,268.283   MT  0.99973735   -1 04 15.3
 DN4407
 DN4407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4407!SPC MN N     -   0.99994874  x   0.99996401  =   0.99991275
 DN4407!UTM  15      -   0.99994874  x   0.99973735  =   0.99968610
 DN4407
 DN4407                          SUPERSEDED SURVEY CONTROL
 DN4407
 DN4407.No superseded survey control is available for this station.
 DN4407
 DN4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9426869407(NAD 83)
 DN4407
 DN4407_MARKER: DD = SURVEY DISK
 DN4407_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DN4407_STAMPING: 10 DNB 1971
 DN4407_MARK LOGO: USGS  
 DN4407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4407+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2008
 DN4407
 DN4407  HISTORY     - Date     Condition        Report By
 DN4407  HISTORY     - 19711031 MONUMENTED       USGS
 DN4407  HISTORY     - 20081210 GOOD             MNDT
 DN4407
 DN4407                          STATION DESCRIPTION
 DN4407
 DN4407'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN4407'17.0 MILES SOUTH OF TRUNK HIGHWAY 11, 6.0 MILES EAST OF TRUNK HIGHWAY
 DN4407'72 ALONG COUNTY ROAD 82 FROM JUNCTION OF COUNTY ROAD 82 AND TRUNK
 DN4407'HIGHWAY 72, NEAR LAKE OF THE WOODS-KOOCKICHING COUNTY LINE, 187 FEET
 DN4407'WEST OF TEE-ROAD WEST, 42 FEET NORTH OF COUNTY ROAD 82 (STATE FIRE
 DN4407'ROAD), 1.0 FOOT SOUTH OF WITNESS POST.  COPPER CLAD STEEL ROD AND
 DN4407'DISK, ROD DEPTH IS UNKNOWN, DISK IS RECESSED 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1925 ***********************************************************************
 DM1925  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1925  DESIGNATION -  10 JKP
 DM1925  PID         -  DM1925
 DM1925  STATE/COUNTY-  MN/STEVENS
 DM1925  COUNTRY     -  US
 DM1925  USGS QUAD   -  HANCOCK NW (1968)
 DM1925
 DM1925                         *CURRENT SURVEY CONTROL
 DM1925  ______________________________________________________________________
 DM1925* NAD 83(2007) POSITION- 45 28 13.27505(N) 095 59 39.53977(W)   ADJUSTED  
 DM1925* NAD 83(2007) ELLIP HT-   315.623 (meters)        (08/31/10)   ADJUSTED
 DM1925* NAD 83(2007) EPOCH   -  2002.00
 DM1925* NAVD 88 ORTHO HEIGHT -   341.90   (meters)    1121.7   (feet) GPS OBS   
 DM1925  ______________________________________________________________________
 DM1925  NAD 83(2007) X  -   -467,918.450 (meters)                     COMP
 DM1925  NAD 83(2007) Y  - -4,456,198.701 (meters)                     COMP
 DM1925  NAD 83(2007) Z  -  4,524,384.194 (meters)                     COMP
 DM1925  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC09
 DM1925  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DM1925  HORZ ORDER      -  FIRST
 DM1925  ELLP ORDER      -  THIRD     CLASS I
 DM1925
 DM1925.The horizontal coordinates were established by GPS observations
 DM1925.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1925
 DM1925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1925.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1925
 DM1925.The horizontal coordinates are valid at the epoch date displayed above
 DM1925.which is a decimal equivalence of Year/Month/Day.
 DM1925
 DM1925.The orthometric height was determined by GPS observations and a
 DM1925.high-resolution geoid model using precise GPS observation and
 DM1925.processing techniques.
 DM1925
 DM1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1925
 DM1925.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1925
 DM1925.The ellipsoidal height was determined by GPS observations
 DM1925.and is referenced to NAD 83.
 DM1925
 DM1925. The following values were computed from the NAD 83(2007) position.
 DM1925
 DM1925;                    North         East     Units Scale Factor Converg.
 DM1925;SPC MN C     -   153,781.055   663,602.329   MT  1.00003491   -1 15 42.5
 DM1925;SPC MN C     -   504,530.01  2,177,168.64   sFT  1.00003491   -1 15 42.5
 DM1925;UTM  15      - 5,039,564.952   265,942.508   MT  1.00027360   -2 08 08.1
 DM1925;UTM  14      - 5,039,598.147   734,945.990   MT  1.00027873   +2 08 37.3
 DM1925
 DM1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1925!SPC MN C     -   0.99995052  x   1.00003491  =   0.99998543
 DM1925!UTM  15      -   0.99995052  x   1.00027360  =   1.00022411
 DM1925!UTM  14      -   0.99995052  x   1.00027873  =   1.00022924
 DM1925
 DM1925                          SUPERSEDED SURVEY CONTROL
 DM1925
 DM1925  NAD 83(2007)-  45 28 13.27500(N)    095 59 39.54064(W) AD(2002.00) 1
 DM1925  ELLIP H (08/04/10)  315.591  (m)                       GP(2002.00) 3 1
 DM1925  NAVD 88 (08/04/10)  341.86   (m)  GEOID03 model used   GPS OBS        
 DM1925
 DM1925.Superseded values are not recommended for survey control.
 DM1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1925.See file dsdata.txt to determine how the superseded data were derived.
 DM1925
 DM1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6594239564(NAD 83)
 DM1925
 DM1925_MARKER: DD = SURVEY DISK
 DM1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1925_STAMPING: 10 JKP 1966
 DM1925_MARK LOGO: USGS  
 DM1925_PROJECTION: FLUSH
 DM1925_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1925+STABILITY: SURFACE MOTION
 DM1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1925+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DM1925
 DM1925  HISTORY     - Date     Condition        Report By
 DM1925  HISTORY     - 19660401 MONUMENTED       USGS
 DM1925  HISTORY     - 20090806 GOOD             MNDT
 DM1925  HISTORY     - 20090806 GOOD             MNDT
 DM1925
 DM1925                          STATION DESCRIPTION
 DM1925
 DM1925'DESCRIBED BY MN DEPT OF TRANSP 2009 (CAG)
 DM1925'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1925'THE MARK IS 7.8 MILES SOUTHEAST OF ALBERTA, 7.5 MILES SOUTH ALONG
 DM1925'TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD
 DM1925'9 IN ALBERTA, THEN 3.0 MILES WEST ALONG COUNTY ROAD 60 (300TH STREET),
 DM1925'50.0 FEET NORTH OF 300TH STREET, 47.0 FEET WEST OF 520TH AVENUE, 27.5
 DM1925'FEET NORTH-NORTHWEST OF NORTH END OF 24 INCH CONCRETE CULVERT, 26.2
 DM1925'FEET WEST-NORTHWEST OF YIELD SIGN, 2.0 FEET EAST OF WITNESS POST.
 DM1925
 DM1925                          STATION RECOVERY (2009)
 DM1925
 DM1925'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM1925'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1925'THE MARK IS 7.8 MILES SOUTHEAST OF ALBERTA, 7.5 MILES SOUTH ALONG
 DM1925'TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD
 DM1925'9 IN ALBERTA, THEN 3.0 MILES WEST ALONG COUNTY ROAD 60 (300TH STREET),
 DM1925'50.0 FEET NORTH OF 300TH STREET, 47.0 FEET WEST OF 520TH AVENUE, 27.5
 DM1925'FEET NORTH-NORTHWEST OF NORTH END OF 24 INCH CONCRETE CULVERT, 26.2
 DM1925'FEET WEST-NORTHWEST OF YIELD SIGN, 2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4081 ***********************************************************************
 DI4081  DESIGNATION -  10 KED
 DI4081  PID         -  DI4081
 DI4081  STATE/COUNTY-  MN/KOOCHICHING
 DI4081  COUNTRY     -  US
 DI4081  USGS QUAD   -  ERICSBURG SE (1986)
 DI4081
 DI4081                         *CURRENT SURVEY CONTROL
 DI4081  ______________________________________________________________________
 DI4081* NAD 83(1986) POSITION- 48 22 28.24   (N) 093 15 14.48   (W)   HD_HELD1  
 DI4081* NAVD 88 ORTHO HEIGHT -   382.986  (meters)    1256.51  (feet) ADJUSTED  
 DI4081  ______________________________________________________________________
 DI4081  GEOID HEIGHT    -        -30.54  (meters)                     GEOID09
 DI4081  DYNAMIC HEIGHT  -        383.066 (meters)     1256.78  (feet) COMP
 DI4081  MODELED GRAVITY -    980,808.3   (mgal)                       NAVD 88
 DI4081
 DI4081  VERT ORDER      -  SECOND    CLASS I
 DI4081
 DI4081.The horizontal coordinates were established by differentially corrected
 DI4081.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4081.
 DI4081.The orthometric height was determined by differential leveling and
 DI4081.adjusted in June 2007.
 DI4081
 DI4081.No vertical observational check was made to the station.
 DI4081
 DI4081.Photographs are available for this station.
 DI4081
 DI4081.The dynamic height is computed by dividing the NAVD 88
 DI4081.geopotential number by the normal gravity value computed on the
 DI4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4081.degrees latitude (g = 980.6199 gals.).
 DI4081
 DI4081.The modeled gravity was interpolated from observed gravity values.
 DI4081
 DI4081;                    North         East    Units  Estimated Accuracy
 DI4081;SPC MN N     -   308,412.3     788,590.1     MT  (+/- 3 meters HH1 GPS) 
 DI4081
 DI4081                          SUPERSEDED SURVEY CONTROL
 DI4081
 DI4081.No superseded survey control is available for this station.
 DI4081
 DI4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8118857958(NAD 83)
 DI4081
 DI4081_MARKER: DD = SURVEY DISK
 DI4081_SETTING: 66 = SET IN ROCK OUTCROP
 DI4081_STAMPING: 10 KED 1968
 DI4081_MARK LOGO: USGS  
 DI4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DI4081+STABILITY: POSITION/ELEVATION WELL
 DI4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4081+SATELLITE: SATELLITE OBSERVATIONS - 1968
 DI4081
 DI4081  HISTORY     - Date     Condition        Report By
 DI4081  HISTORY     - 1968     MONUMENTED       USGS
 DI4081
 DI4081                          STATION DESCRIPTION
 DI4081
 DI4081'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DI4081'2.5 MILES SOUTHEAST OF RAY, GO 2.05 MILES WEST ALONG TRUNK HIGHWAY 217
 DI4081'FROM THE JUNCTION OF TRUNK HIGHWAY 217 AND  TRUNK HIGHWAY 53 IN RAY,
 DI4081'TO TRUNK HIGHWAY 217 MILEPOINT 15.30, THEN 2.70 MILES SOUTHWEST ON
 DI4081'COUNTY ROAD 29 TO TOP OF BARE ROCK OUTCROP AT CREST OF HILL, 113 FEET
 DI4081'SOUTH AND 158 FEET EAST OF ROAD AT CREST OF HILL AND ENTRANCE NORTH TO
 DI4081'GRAVEL STOCKPILE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2321 ***********************************************************************
 DL2321  DESIGNATION -  10 KEE
 DL2321  PID         -  DL2321
 DL2321  STATE/COUNTY-  MN/ROSEAU
 DL2321  COUNTRY     -  US
 DL2321  USGS QUAD   -  LEO (1985)
 DL2321
 DL2321                         *CURRENT SURVEY CONTROL
 DL2321  ______________________________________________________________________
 DL2321* NAD 83(2007) POSITION- 48 48 18.45955(N) 096 22 15.95980(W)   ADJUSTED  
 DL2321* NAD 83(2007) ELLIP HT-   282.757 (meters)        (04/01/09)   ADJUSTED
 DL2321* NAD 83(2007) EPOCH   -  2002.00
 DL2321* NAVD 88 ORTHO HEIGHT -   310.3    (meters)    1018.    (feet) GPS OBS   
 DL2321  ______________________________________________________________________
 DL2321  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2321  GEOID HEIGHT    -        -27.48  (meters)                     GEOID03
 DL2321  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DL2321  NAD 83(2007) X  -   -467,057.614 (meters)                     COMP
 DL2321  NAD 83(2007) Y  - -4,182,958.107 (meters)                     COMP
 DL2321  NAD 83(2007) Z  -  4,776,526.053 (meters)                     COMP
 DL2321  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC09
 DL2321  HORZ ORDER      -  FIRST
 DL2321  ELLP ORDER      -  FOURTH    CLASS I
 DL2321
 DL2321.The horizontal coordinates were established by GPS observations
 DL2321.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2321
 DL2321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2321.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2321
 DL2321.The horizontal coordinates are valid at the epoch date displayed above
 DL2321.which is a decimal equivalence of Year/Month/Day.
 DL2321
 DL2321.The orthometric height was determined by GPS observations and a
 DL2321.high-resolution geoid model.
 DL2321
 DL2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2321
 DL2321.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2321
 DL2321.The ellipsoidal height was determined by GPS observations
 DL2321.and is referenced to NAD 83.
 DL2321
 DL2321. The following values were computed from the NAD 83(2007) position.
 DL2321
 DL2321;                    North         East     Units Scale Factor Converg.
 DL2321;SPC MN N     -   361,369.413   559,775.903   MT  1.00004652   -2 25 28.6
 DL2321;SPC MN N     - 1,185,592.82  1,836,531.44   sFT  1.00004652   -2 25 28.6
 DL2321;UTM  14      - 5,409,126.368   693,024.512   MT  1.00005775   +1 58 43.6
 DL2321
 DL2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2321!SPC MN N     -   0.99995569  x   1.00004652  =   1.00000221
 DL2321!UTM  14      -   0.99995569  x   1.00005775  =   1.00001344
 DL2321
 DL2321                          SUPERSEDED SURVEY CONTROL
 DL2321
 DL2321.No superseded survey control is available for this station.
 DL2321
 DL2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV9302409126(NAD 83)
 DL2321
 DL2321_MARKER: DD = SURVEY DISK
 DL2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2321_STAMPING: 10 KEE 1966
 DL2321_MARK LOGO: USGS  
 DL2321_PROJECTION: PROJECTING 8 CENTIMETERS
 DL2321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2321+STABILITY: SURFACE MOTION
 DL2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2321+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2321
 DL2321  HISTORY     - Date     Condition        Report By
 DL2321  HISTORY     - 1966     MONUMENTED       USGS
 DL2321  HISTORY     - 20091001 GOOD             MNDT
 DL2321
 DL2321                          STATION DESCRIPTION
 DL2321
 DL2321'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2321'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2321'THE MARK IS 1.0 MILE SOUTH AND 8.6 MILES WEST OF HAUG, 1.0 MILE SOUTH
 DL2321'ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND COUNTY ROAD
 DL2321'26 IN HAUG, THENCE 8.6 MILES WEST ON 280TH STREET, 77 FEET NORTH OF
 DL2321'ROAD AT FENCE NORTH, 1 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6965 ***********************************************************************
 AH6965  DESIGNATION -  10 LMT
 AH6965  PID         -  AH6965
 AH6965  STATE/COUNTY-  MN/CROW WING
 AH6965  COUNTRY     -  US
 AH6965  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6965
 AH6965                         *CURRENT SURVEY CONTROL
 AH6965  ______________________________________________________________________
 AH6965* NAD 83(1986) POSITION- 46 46 23.     (N) 093 57 59.     (W)   SCALED    
 AH6965* NAVD 88 ORTHO HEIGHT -   395.961  (meters)    1299.08  (feet) ADJUSTED  
 AH6965  ______________________________________________________________________
 AH6965  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 AH6965  DYNAMIC HEIGHT  -        395.984 (meters)     1299.16  (feet) COMP
 AH6965  MODELED GRAVITY -    980,660.5   (mgal)                       NAVD 88
 AH6965
 AH6965  VERT ORDER      -  SECOND    CLASS I
 AH6965
 AH6965.The horizontal coordinates were scaled from a topographic map and have
 AH6965.an estimated accuracy of +/- 6 seconds.
 AH6965.
 AH6965.The orthometric height was determined by differential leveling and
 AH6965.adjusted in August 2006.
 AH6965
 AH6965.The dynamic height is computed by dividing the NAVD 88
 AH6965.geopotential number by the normal gravity value computed on the
 AH6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6965.degrees latitude (g = 980.6199 gals.).
 AH6965
 AH6965.The modeled gravity was interpolated from observed gravity values.
 AH6965
 AH6965;                    North         East    Units  Estimated Accuracy
 AH6965;SPC MN C     -   297,110.      821,660.      MT  (+/- 180 meters Scaled)
 AH6965
 AH6965                          SUPERSEDED SURVEY CONTROL
 AH6965
 AH6965  NAVD 88 (09/27/00)  395.960  (m)         1299.08   (f) SUPERSEDED  2 1
 AH6965
 AH6965.Superseded values are not recommended for survey control.
 AH6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6965.See file dsdata.txt to determine how the superseded data were derived.
 AH6965
 AH6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM262803(NAD 83)
 AH6965
 AH6965_MARKER: DB = BENCH MARK DISK
 AH6965_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6965_STAMPING: 10 LMT 1969
 AH6965_MARK LOGO: USGS  
 AH6965_PROJECTION: FLUSH
 AH6965_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6965+STABILITY: SURFACE MOTION
 AH6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6965+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1994
 AH6965
 AH6965  HISTORY     - Date     Condition        Report By
 AH6965  HISTORY     - 1969     MONUMENTED       USGS
 AH6965  HISTORY     - 19940913 GOOD             MNDT
 AH6965
 AH6965                          STATION DESCRIPTION
 AH6965
 AH6965'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6965'MARK IS 3 MI (4.8 KM) NORTH OF EMILY, 3.05 MI (4.91 KM) NORTH ALONG TH
 AH6965'6 FROM THE JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 34.8, 82 FT
 AH6965'(25.0 M) WEST OF TH 6, 360 FT (109.7 M) SOUTH OF THE NE COR OF SEC 16,
 AH6965'3.6 FT (1.1 M) SOUTH OF A P-POLE, AND 1.0 FT (0.3 M) NORTH OF A WIT
 AH6965'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6003 ***********************************************************************
 DH6003  DESIGNATION -  10 LNB
 DH6003  PID         -  DH6003
 DH6003  STATE/COUNTY-  MN/DOUGLAS
 DH6003  COUNTRY     -  US
 DH6003  USGS QUAD   -  LAKE MILTONA EAST (1969)
 DH6003
 DH6003                         *CURRENT SURVEY CONTROL
 DH6003  ______________________________________________________________________
 DH6003* NAD 83(1986) POSITION- 46 01 12.     (N) 095 17 31.     (W)   SCALED    
 DH6003* NAVD 88 ORTHO HEIGHT -   423.149  (meters)    1388.28  (feet) ADJUSTED  
 DH6003  ______________________________________________________________________
 DH6003  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DH6003  DYNAMIC HEIGHT  -        423.149 (meters)     1388.28  (feet) COMP
 DH6003  MODELED GRAVITY -    980,603.7   (mgal)                       NAVD 88
 DH6003
 DH6003  VERT ORDER      -  THIRD
 DH6003
 DH6003.The horizontal coordinates were scaled from a topographic map and have
 DH6003.an estimated accuracy of +/- 6 seconds.
 DH6003.
 DH6003.The orthometric height was determined by differential leveling and
 DH6003.adjusted in May 2009.
 DH6003
 DH6003.No vertical observational check was made to the station.
 DH6003
 DH6003.Photographs are available for this station.
 DH6003
 DH6003.The dynamic height is computed by dividing the NAVD 88
 DH6003.geopotential number by the normal gravity value computed on the
 DH6003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6003.degrees latitude (g = 980.6199 gals.).
 DH6003
 DH6003.The modeled gravity was interpolated from observed gravity values.
 DH6003
 DH6003;                    North         East    Units  Estimated Accuracy
 DH6003;SPC MN C     -   213,900.      719,320.      MT  (+/- 180 meters Scaled)
 DH6003
 DH6003                          SUPERSEDED SURVEY CONTROL
 DH6003
 DH6003.No superseded survey control is available for this station.
 DH6003
 DH6003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL225988(NAD 83)
 DH6003
 DH6003_MARKER: DD = SURVEY DISK
 DH6003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6003_STAMPING: 10 LNB 1967
 DH6003_MARK LOGO: USGS  
 DH6003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6003+STABILITY: SURFACE MOTION
 DH6003
 DH6003  HISTORY     - Date     Condition        Report By
 DH6003  HISTORY     - 1967     MONUMENTED       USGS
 DH6003
 DH6003                          STATION DESCRIPTION
 DH6003
 DH6003'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6003'MILTONA, ABOUT 1.8 MI (2.9 KM) SOUTH OF, ALONG THE SOO LINE RR., NEAR
 DH6003'CORNER SECTIONS 1, 2, 35 AND 36, TS. 129 AND 130 NORTH, R. 37 WEST, 99
 DH6003'FT (30.2 M) SOUTH AND 47 FT (14.3 M) EAST AND 1.4 FT (0.4 M) LOWER
 DH6003'THAN RR. AT RD. CROSSING, 8 FT (2.4 M) EAST OF A TELEPHONE POLE AND
 DH6003'1.5 FT (0.5 M) WEST OF RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M) N. OF A
 DH6003'METAL WITNESS POST, IN A CONCRETE POST, A STANDARD TABLET STAMPED 10
 DH6003'LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0535 ***********************************************************************
 PQ0535  DESIGNATION -  10 M 7
 PQ0535  PID         -  PQ0535
 PQ0535  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0535  COUNTRY     -  US
 PQ0535  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0535
 PQ0535                         *CURRENT SURVEY CONTROL
 PQ0535  ______________________________________________________________________
 PQ0535* NAD 83(1986) POSITION- 44 56 06.     (N) 095 53 13.     (W)   SCALED    
 PQ0535* NAVD 88 ORTHO HEIGHT -   313.439  (meters)    1028.34  (feet) ADJUSTED  
 PQ0535  ______________________________________________________________________
 PQ0535  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 PQ0535  DYNAMIC HEIGHT  -        313.413 (meters)     1028.26  (feet) COMP
 PQ0535  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 PQ0535
 PQ0535  VERT ORDER      -  SECOND    CLASS 0
 PQ0535
 PQ0535.The horizontal coordinates were scaled from a topographic map and have
 PQ0535.an estimated accuracy of +/- 6 seconds.
 PQ0535.
 PQ0535.The orthometric height was determined by differential leveling and
 PQ0535.adjusted in June 1991.
 PQ0535
 PQ0535.The dynamic height is computed by dividing the NAVD 88
 PQ0535.geopotential number by the normal gravity value computed on the
 PQ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0535.degrees latitude (g = 980.6199 gals.).
 PQ0535
 PQ0535.The modeled gravity was interpolated from observed gravity values.
 PQ0535
 PQ0535;                    North         East    Units  Estimated Accuracy
 PQ0535;SPC MN S     -   316,720.      651,070.      MT  (+/- 180 meters Scaled)
 PQ0535
 PQ0535                          SUPERSEDED SURVEY CONTROL
 PQ0535
 PQ0535  NGVD 29 (??/??/92)  313.267  (m)         1027.78   (f) ADJ UNCH    2 0
 PQ0535
 PQ0535.Superseded values are not recommended for survey control.
 PQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0535.See file dsdata.txt to determine how the superseded data were derived.
 PQ0535
 PQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK722797(NAD 83)
 PQ0535
 PQ0535_MARKER: DD = SURVEY DISK
 PQ0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0535_SP_SET: CULVERT
 PQ0535_STAMPING: 10 M 7 1949 ST. PAUL
 PQ0535_PROJECTION: FLUSH
 PQ0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0535
 PQ0535  HISTORY     - Date     Condition        Report By
 PQ0535  HISTORY     - 1949     MONUMENTED       DOD
 PQ0535  HISTORY     - 1975     GOOD             MNDT
 PQ0535  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0535
 PQ0535                          STATION DESCRIPTION
 PQ0535
 PQ0535'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0535'8.3 MI E FROM DAWSON.
 PQ0535'THE MARK IS LOCATED 8.4 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0535'T.H. 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON AND 1.7 MILES
 PQ0535'EAST OF T.H. 275.  IT IS ALSO 8 MILES WEST ALONG T.H. 212 FROM THE
 PQ0535'JUNCTION OF T.H. 212 AND T.H. 59 IN MONTEVIDEO.  IT IS 22.5 FEET SOUTH
 PQ0535'OF, AND LEVEL WITH THE CENTERLINE OF T.H. 212 AT MILEPOINT 27.75,
 PQ0535'CEMENTED IN THE WEST END OF THE SOUTH HEADWALL OF AN 18 FOOT BY 10
 PQ0535'FOOT DEEP DOUBLE BOX CULVERT UNDER T.H. 212 AT TEN MILE CREEK. NE 1/4
 PQ0535'SECTION 23, T 117N, R 42W.
 PQ0535
 PQ0535                          STATION RECOVERY (1998)
 PQ0535
 PQ0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0535'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 WA0165 ***********************************************************************
 WA0165  HT_MOD      -  This is a Height Modernization Survey Station.
 WA0165  CBN         -  This is a Cooperative Base Network Control Station.
 WA0165  DESIGNATION -  10 MDD
 WA0165  PID         -  WA0165
 WA0165  STATE/COUNTY-  MN/MARSHALL
 WA0165  COUNTRY     -  US
 WA0165  USGS QUAD   -  BIG WOODS NE (1966)
 WA0165
 WA0165                         *CURRENT SURVEY CONTROL
 WA0165  ______________________________________________________________________
 WA0165* NAD 83(2007) POSITION- 48 23 04.49469(N) 097 06 25.25063(W)   ADJUSTED  
 WA0165* NAD 83(2007) ELLIP HT-   215.262 (meters)        (02/10/07)   ADJUSTED
 WA0165* NAD 83(2007) EPOCH   -  2002.00
 WA0165* NAVD 88 ORTHO HEIGHT -   242.29   (meters)     794.9   (feet) GPS OBS   
 WA0165  ______________________________________________________________________
 WA0165  NAVD 88 orthometric height was determined with geoid model    GEOID03
 WA0165  GEOID HEIGHT    -        -27.01  (meters)                     GEOID03
 WA0165  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 WA0165  NAD 83(2007) X  -   -525,078.455 (meters)                     COMP
 WA0165  NAD 83(2007) Y  - -4,211,378.312 (meters)                     COMP
 WA0165  NAD 83(2007) Z  -  4,745,544.572 (meters)                     COMP
 WA0165  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC09
 WA0165
 WA0165  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 WA0165  Type                                         Horiz  Ellip  Dist(km)
 WA0165  -------------------------------------------------------------------
 WA0165  NETWORK                                       0.52   0.65
 WA0165  -------------------------------------------------------------------
 WA0165  MEDIAN LOCAL ACCURACY AND DIST (022 points)   0.59   0.76     52.42
 WA0165  -------------------------------------------------------------------
 WA0165  NOTE: Click here for information on individual local accuracy
 WA0165  values and other accuracy information.
 WA0165
 WA0165
 WA0165.The horizontal coordinates were established by GPS observations
 WA0165.and adjusted by the National Geodetic Survey in February 2007.
 WA0165
 WA0165.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 WA0165.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 WA0165
 WA0165.The horizontal coordinates are valid at the epoch date displayed above
 WA0165.which is a decimal equivalence of Year/Month/Day.
 WA0165
 WA0165.The orthometric height was determined by GPS observations and a
 WA0165.high-resolution geoid model using precise GPS observation and
 WA0165.processing techniques. It supersedes the leveled height previously
 WA0165.determined for this station.
 WA0165
 WA0165.Photographs are available for this station.
 WA0165
 WA0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0165
 WA0165.The Laplace correction was computed from DEFLEC09 derived deflections.
 WA0165
 WA0165.The ellipsoidal height was determined by GPS observations
 WA0165.and is referenced to NAD 83.
 WA0165
 WA0165. The following values were computed from the NAD 83(2007) position.
 WA0165
 WA0165;                    North         East     Units Scale Factor Converg.
 WA0165;SPC MN N     -   317,211.149   503,352.461   MT  0.99994877   -2 58 12.3
 WA0165;SPC MN N     - 1,040,716.91  1,651,415.53   sFT  0.99994877   -2 58 12.3
 WA0165;UTM  14      - 5,360,777.553   640,152.569   MT  0.99984134   +1 24 55.7
 WA0165
 WA0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0165!SPC MN N     -   0.99996626  x   0.99994877  =   0.99991504
 WA0165!UTM  14      -   0.99996626  x   0.99984134  =   0.99980761
 WA0165
 WA0165:                Primary Azimuth Mark                     Grid Az
 WA0165:SPC MN N     -  10 MDD A                                 003 00 23.0
 WA0165:UTM  14      -  10 MDD A                                 358 37 15.0
 WA0165
 WA0165|---------------------------------------------------------------------|
 WA0165| PID    Reference Object                     Distance      Geod. Az  |
 WA0165|                                                           dddmmss.s |
 WA0165| DG5609 10 MDD A                            404.542 METERS 0000210.7 |
 WA0165| DG5608 10 MDD B                            APPROX. 1.6 KM 0001126.4 |
 WA0165|---------------------------------------------------------------------|
 WA0165
 WA0165                          SUPERSEDED SURVEY CONTROL
 WA0165
 WA0165  NAD 83(1996)-  48 23 04.49467(N)    097 06 25.25073(W) AD(       ) B
 WA0165  ELLIP H (01/15/97)  215.269  (m)                       GP(       ) 4 1
 WA0165  NAVD 88 (07/11/08)  242.29   (m)          794.9    (f) LEVELING    3  
 WA0165  NAVD 88 (07/09/04)  242.292  (m)          794.92   (f) ADJUSTED    2 1
 WA0165  NAVD 88 (01/15/97)  242.2    (m)  GEOID96 model used   GPS OBS        
 WA0165
 WA0165.Superseded values are not recommended for survey control.
 WA0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 WA0165.See file dsdata.txt to determine how the superseded data were derived.
 WA0165
 WA0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4015260777(NAD 83)
 WA0165
 WA0165_MARKER: DD = SURVEY DISK
 WA0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0165_STAMPING: 10 MDD 1966
 WA0165_MARK LOGO: USGS  
 WA0165_PROJECTION: RECESSED 30 CENTIMETERS
 WA0165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 WA0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0165+STABILITY: SURFACE MOTION
 WA0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0165+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 WA0165
 WA0165  HISTORY     - Date     Condition        Report By
 WA0165  HISTORY     - 1966     MONUMENTED       USGS
 WA0165  HISTORY     - 19940723 GOOD             MNDT
 WA0165  HISTORY     - 20030709 GOOD             MNDT
 WA0165  HISTORY     - 20031008 GOOD             MNDT
 WA0165  HISTORY     - 20070605 GOOD             MNDT
 WA0165  HISTORY     - 20070605 GOOD             MNDT
 WA0165
 WA0165                          STATION DESCRIPTION
 WA0165
 WA0165'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 WA0165'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 3
 WA0165'MI (4.8 KM) NORTH AND 13.5 WEST MI OF ARGYLE, IN THE NW 1/4 OF SECTION
 WA0165'34, T157N, R50W.  TO REACH THE MARK FROM THE JCT OF CO RD 4 AND TH 75
 WA0165'IN ARGYLE, GO WEST FOR 13.5 MI (21.7 KM) ON CO RD 4, THEN GO NORTH ON
 WA0165'TH 220 FOR 3.05 MI (4.91 KM) TO MP 64.2 AND THE MARK ON THE RIGHT.
 WA0165'THE MARK, A DISK SET IN A CONC MON, IS 75 FT (22.9 M) EAST OF TH 220,
 WA0165'31 FT (9.4 M) SOUTH OF AN ENT, 1.2 FT (0.4 M) SSW OF A R/W POST, AND
 WA0165'1.3 FT (0.4 M) WEST OF A WIT POST.  RECOVERED AND DESCRIBED BY DAVID
 WA0165'K.  HERDER, TYPED BY M.P.P.
 WA0165
 WA0165                          STATION RECOVERY (2003)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KMS)
 WA0165'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW-- AT
 WA0165'TRUNK HIGHWAY 220 MILEPOINT 64.20.
 WA0165
 WA0165                          STATION RECOVERY (2003)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 WA0165'3.5 MILES NORTH AND 13.5 MILES WEST OF ARGYLE, 13.5 MILES WEST ALONG
 WA0165'COUNTY ROAD 4 FROM JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 75 IN
 WA0165'ARGYLE THEN 3.05 MILES NORTH ON TRUNK HIGHWAY 220, 75 FEET EAST OF
 WA0165'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 64.20, 31 FEET SOUTH
 WA0165'OF ENTRANCE, 1.2 FEET SOUTH-SOUTHWEST OF R/W POST, 1.3 FEET WEST OF
 WA0165'WITNESS POST
 WA0165
 WA0165                          STATION RECOVERY (2007)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 WA0165'3.5 MILES NORTH AND 13.5 MILES WEST OF ARGYLE, 13.5 MILES WEST ALONG
 WA0165'COUNTY ROAD 4 FROM JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 75 IN
 WA0165'ARGYLE THEN 3.05 MILES NORTH ON TRUNK HIGHWAY 220, 75 FEET EAST OF
 WA0165'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 64.20, 31 FEET SOUTH
 WA0165'OF ENTRANCE, 1.2 FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 1.3 FEET
 WA0165'WEST OF WITNESS POST.
 WA0165
 WA0165                          STATION RECOVERY (2007)
 WA0165
 WA0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 WA0165'3.5 MILES NORTH AND 13.5 MILES WEST OF ARGYLE, 13.5 MILES WEST ALONG
 WA0165'COUNTY ROAD 4 FROM JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 75 IN
 WA0165'ARGYLE THEN 3.05 MILES NORTH ON TRUNK HIGHWAY 220, 75 FEET EAST OF
 WA0165'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 64.20, 31 FEET SOUTH
 WA0165'OF ENTRANCE, 1.2 FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 1.3 FEET
 WA0165'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5609 ***********************************************************************
 DG5609  DESIGNATION -  10 MDD A
 DG5609  PID         -  DG5609
 DG5609  STATE/COUNTY-  MN/MARSHALL
 DG5609  COUNTRY     -  US
 DG5609  USGS QUAD   -  BIG WOODS NE (1966)
 DG5609
 DG5609                         *CURRENT SURVEY CONTROL
 DG5609  ______________________________________________________________________
 DG5609* NAD 83(2007) POSITION- 48 23 17.59162(N) 097 06 25.23817(W)   ADJUSTED  
 DG5609* NAD 83(2007) ELLIP HT-   215.220 (meters)        (07/11/08)   ADJUSTED
 DG5609* NAD 83(2007) EPOCH   -  2002.00
 DG5609* NAVD 88 ORTHO HEIGHT -   242.251  (meters)     794.79  (feet) ADJUSTED  
 DG5609  ______________________________________________________________________
 DG5609  NAD 83(2007) X  -   -525,040.776 (meters)                     COMP
 DG5609  NAD 83(2007) Y  - -4,211,078.178 (meters)                     COMP
 DG5609  NAD 83(2007) Z  -  4,745,813.208 (meters)                     COMP
 DG5609  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC09
 DG5609  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DG5609  DYNAMIC HEIGHT  -        242.306 (meters)      794.97  (feet) COMP
 DG5609  MODELED GRAVITY -    980,832.6   (mgal)                       NAVD 88
 DG5609
 DG5609  HORZ ORDER      -  FIRST
 DG5609  VERT ORDER      -  SECOND    CLASS I
 DG5609  ELLP ORDER      -  FIRST     CLASS I
 DG5609
 DG5609.The horizontal coordinates were established by GPS observations
 DG5609.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5609
 DG5609.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5609.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5609
 DG5609.The horizontal coordinates are valid at the epoch date displayed above
 DG5609.which is a decimal equivalence of Year/Month/Day.
 DG5609
 DG5609.The orthometric height was determined by differential leveling and
 DG5609.adjusted in July 2004.
 DG5609
 DG5609.No vertical observational check was made to the station.
 DG5609
 DG5609.Photographs are available for this station.
 DG5609
 DG5609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5609
 DG5609.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5609
 DG5609.The ellipsoidal height was determined by GPS observations
 DG5609.and is referenced to NAD 83.
 DG5609
 DG5609.The dynamic height is computed by dividing the NAVD 88
 DG5609.geopotential number by the normal gravity value computed on the
 DG5609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5609.degrees latitude (g = 980.6199 gals.).
 DG5609
 DG5609.The modeled gravity was interpolated from observed gravity values.
 DG5609
 DG5609. The following values were computed from the NAD 83(2007) position.
 DG5609
 DG5609;                    North         East     Units Scale Factor Converg.
 DG5609;SPC MN N     -   317,615.113   503,373.677   MT  0.99994939   -2 58 12.3
 DG5609;SPC MN N     - 1,042,042.25  1,651,485.14   sFT  0.99994939   -2 58 12.3
 DG5609;UTM  14      - 5,361,181.914   640,142.833   MT  0.99984131   +1 24 56.0
 DG5609
 DG5609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5609!SPC MN N     -   0.99996627  x   0.99994939  =   0.99991566
 DG5609!UTM  14      -   0.99996627  x   0.99984131  =   0.99980759
 DG5609
 DG5609:                Primary Azimuth Mark                     Grid Az
 DG5609:SPC MN N     -  10 MDD                                   183 00 23.0
 DG5609:UTM  14      -  10 MDD                                   178 37 14.7
 DG5609
 DG5609|---------------------------------------------------------------------|
 DG5609| PID    Reference Object                     Distance      Geod. Az  |
 DG5609|                                                           dddmmss.s |
 DG5609| WA0165 10 MDD                              404.542 METERS 1800210.7 |
 DG5609|---------------------------------------------------------------------|
 DG5609
 DG5609                          SUPERSEDED SURVEY CONTROL
 DG5609
 DG5609  NAVD 88 (07/11/08)  242.25   (m)          794.8    (f) LEVELING    3  
 DG5609
 DG5609.Superseded values are not recommended for survey control.
 DG5609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5609.See file dsdata.txt to determine how the superseded data were derived.
 DG5609
 DG5609_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4014261181(NAD 83)
 DG5609
 DG5609_MARKER: DD = SURVEY DISK
 DG5609_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5609_STAMPING: 10 MDD A 2003
 DG5609_MARK LOGO: MNDT  
 DG5609_PROJECTION: RECESSED 5 CENTIMETERS
 DG5609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5609+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DG5609_ROD/PIPE-DEPTH:  6.1 meters
 DG5609
 DG5609  HISTORY     - Date     Condition        Report By
 DG5609  HISTORY     - 2003     MONUMENTED       MNDT
 DG5609  HISTORY     - 20070605 GOOD             MNDT
 DG5609
 DG5609                          STATION DESCRIPTION
 DG5609
 DG5609'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5609'THE MARK IS 15 MILES (24.1 KM) NORTHEAST OF OSLO, 1.75 MILES (2.82 KM)
 DG5609'SOUTH ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 220 AND
 DG5609'TRUNK HIGHWAY 317, AT TRUNK HIGHWAY 220 MILEPOINT 64.4, 71.2 FEET
 DG5609'(21.7 M) EAST OF TRUNK HIGHWAY 220, 14.2 FEET (4.3 M) SOUTH OF
 DG5609'ENTRANCE, 2.0 FEET (0.6 M) NORTH OF WITNESS POST.  THE MARK, A
 DG5609'STANDARD STATE OF MINNESOTA GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG5609'20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5609'FIN IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DG5609
 DG5609                          STATION RECOVERY (2007)
 DG5609
 DG5609'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5609'15 MILES NORTHEAST OF OSLO, 1.75 MILES SOUTH ALONG TRUNK HIGHWAY 220
 DG5609'FROM JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 317, AT TRUNK
 DG5609'HIGHWAY 220 MILEPOINT 64.4, 71.2 FEET EAST OF TRUNK HIGHWAY 220, 14.2
 DG5609'FEET SOUTH OF ENTRANCE, 2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5608 ***********************************************************************
 DG5608  DESIGNATION -  10 MDD B
 DG5608  PID         -  DG5608
 DG5608  STATE/COUNTY-  MN/MARSHALL
 DG5608  COUNTRY     -  US
 DG5608  USGS QUAD   -  BIG WOODS NE (1966)
 DG5608
 DG5608                         *CURRENT SURVEY CONTROL
 DG5608  ______________________________________________________________________
 DG5608* NAD 83(2007) POSITION- 48 23 56.60312(N) 097 06 24.99022(W)   ADJUSTED  
 DG5608* NAD 83(2007) ELLIP HT-   214.783 (meters)        (07/11/08)   ADJUSTED
 DG5608* NAD 83(2007) EPOCH   -  2002.00
 DG5608* NAVD 88 ORTHO HEIGHT -   241.812  (meters)     793.34  (feet) ADJUSTED  
 DG5608  ______________________________________________________________________
 DG5608  NAD 83(2007) X  -   -524,924.200 (meters)                     COMP
 DG5608  NAD 83(2007) Y  - -4,210,184.406 (meters)                     COMP
 DG5608  NAD 83(2007) Z  -  4,746,613.039 (meters)                     COMP
 DG5608  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC09
 DG5608  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DG5608  DYNAMIC HEIGHT  -        241.867 (meters)      793.53  (feet) COMP
 DG5608  MODELED GRAVITY -    980,832.8   (mgal)                       NAVD 88
 DG5608
 DG5608  HORZ ORDER      -  FIRST
 DG5608  VERT ORDER      -  SECOND    CLASS I
 DG5608  ELLP ORDER      -  FIRST     CLASS I
 DG5608
 DG5608.The horizontal coordinates were established by GPS observations
 DG5608.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5608
 DG5608.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5608.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5608
 DG5608.The horizontal coordinates are valid at the epoch date displayed above
 DG5608.which is a decimal equivalence of Year/Month/Day.
 DG5608
 DG5608.The orthometric height was determined by differential leveling and
 DG5608.adjusted in July 2004.
 DG5608
 DG5608.No vertical observational check was made to the station.
 DG5608
 DG5608.Photographs are available for this station.
 DG5608
 DG5608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5608
 DG5608.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5608
 DG5608.The ellipsoidal height was determined by GPS observations
 DG5608.and is referenced to NAD 83.
 DG5608
 DG5608.The dynamic height is computed by dividing the NAVD 88
 DG5608.geopotential number by the normal gravity value computed on the
 DG5608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5608.degrees latitude (g = 980.6199 gals.).
 DG5608
 DG5608.The modeled gravity was interpolated from observed gravity values.
 DG5608
 DG5608. The following values were computed from the NAD 83(2007) position.
 DG5608
 DG5608;                    North         East     Units Scale Factor Converg.
 DG5608;SPC MN N     -   318,818.171   503,441.203   MT  0.99995123   -2 58 12.1
 DG5608;SPC MN N     - 1,045,989.28  1,651,706.68   sFT  0.99995123   -2 58 12.1
 DG5608;UTM  14      - 5,362,386.481   640,118.166   MT  0.99984122   +1 24 57.0
 DG5608
 DG5608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5608!SPC MN N     -   0.99996634  x   0.99995123  =   0.99991757
 DG5608!UTM  14      -   0.99996634  x   0.99984122  =   0.99980756
 DG5608
 DG5608:                Primary Azimuth Mark                     Grid Az
 DG5608:SPC MN N     -  10 MDD                                   183 09 38.7
 DG5608:UTM  14      -  10 MDD                                   178 46 29.6
 DG5608
 DG5608|---------------------------------------------------------------------|
 DG5608| PID    Reference Object                     Distance      Geod. Az  |
 DG5608|                                                           dddmmss.s |
 DG5608| WA0165 10 MDD                              APPROX. 1.6 KM 1801126.6 |
 DG5608| DG5609 10 MDD A                            APPROX. 1.2 KM 1801433.2 |
 DG5608|---------------------------------------------------------------------|
 DG5608
 DG5608                          SUPERSEDED SURVEY CONTROL
 DG5608
 DG5608  NAVD 88 (07/11/08)  241.81   (m)          793.3    (f) LEVELING    3  
 DG5608
 DG5608.Superseded values are not recommended for survey control.
 DG5608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5608.See file dsdata.txt to determine how the superseded data were derived.
 DG5608
 DG5608_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4011862386(NAD 83)
 DG5608
 DG5608_MARKER: DD = SURVEY DISK
 DG5608_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5608_STAMPING: 10 MDD B 2003
 DG5608_MARK LOGO: MNDT  
 DG5608_PROJECTION: FLUSH
 DG5608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5608+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DG5608_ROD/PIPE-DEPTH:  4.6 meters
 DG5608
 DG5608  HISTORY     - Date     Condition        Report By
 DG5608  HISTORY     - 2003     MONUMENTED       MNDT
 DG5608  HISTORY     - 20070605 GOOD             MNDT
 DG5608
 DG5608                          STATION DESCRIPTION
 DG5608
 DG5608'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5608'THE MARK IS 15 MILES (24.1 KM) NORTHEAST OF OSLO, 10 MILES (16.1 KM)
 DG5608'SOUTH ALONG TRUNK HIGHWAY 220 FROM THE JUNCTION OF TRUNK HIGHWAY 220
 DG5608'AND TRUNK HIGHWAY 317, AT TRUNK HIGHWAY 220 MILEPOINT 65.1, 63.5 FEET
 DG5608'(19.4 M) EAST OF TRUNK HIGHWAY 220, 20.3 FEET (6.2 M) SOUTH OF
 DG5608'ENTRANCE, 1.8 FEET (0.5 M) NORTH OF WITNESS POST.  THE MARK, A
 DG5608'STANDARD STATE OF MINNESOTA GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG5608'15 FOOT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5608'FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5608
 DG5608                          STATION RECOVERY (2007)
 DG5608
 DG5608'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5608'15 MILES NORTHEAST OF OSLO, 10 MILES SOUTH ALONG TRUNK HIGHWAY 220
 DG5608'FROM THE JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 317, AT TRUNK
 DG5608'HIGHWAY 220 MILEPOINT 65.1, 63.5 FEET EAST OF TRUNK HIGHWAY 220, 20.3
 DG5608'FEET SOUTH OF ENTRANCE, 1.8 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5607 ***********************************************************************
 DG5607  DESIGNATION -  10 MDD C
 DG5607  PID         -  DG5607
 DG5607  STATE/COUNTY-  MN/MARSHALL
 DG5607  COUNTRY     -  US
 DG5607  USGS QUAD   -  BIG WOODS NE (1966)
 DG5607
 DG5607                         *CURRENT SURVEY CONTROL
 DG5607  ______________________________________________________________________
 DG5607* NAD 83(1986) POSITION- 48 24 49.6    (N) 097 06 25.7    (W)   HD_HELD2  
 DG5607* NAVD 88 ORTHO HEIGHT -   242.357  (meters)     795.13  (feet) ADJUSTED  
 DG5607  ______________________________________________________________________
 DG5607  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DG5607  DYNAMIC HEIGHT  -        242.413 (meters)      795.32  (feet) COMP
 DG5607  MODELED GRAVITY -    980,833.7   (mgal)                       NAVD 88
 DG5607
 DG5607  VERT ORDER      -  SECOND    CLASS I
 DG5607
 DG5607.The horizontal coordinates were established by autonomous hand held GPS
 DG5607.observations and have an estimated accuracy of +/- 10 meters.
 DG5607.
 DG5607.The orthometric height was determined by differential leveling and
 DG5607.adjusted in July 2004.
 DG5607
 DG5607.No vertical observational check was made to the station.
 DG5607
 DG5607.Photographs are available for this station.
 DG5607
 DG5607.The dynamic height is computed by dividing the NAVD 88
 DG5607.geopotential number by the normal gravity value computed on the
 DG5607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5607.degrees latitude (g = 980.6199 gals.).
 DG5607
 DG5607.The modeled gravity was interpolated from observed gravity values.
 DG5607
 DG5607;                    North         East    Units  Estimated Accuracy
 DG5607;SPC MN N     -   320,454.      503,511.      MT  (+/- 10 meters HH2 GPS)
 DG5607
 DG5607                          SUPERSEDED SURVEY CONTROL
 DG5607
 DG5607.No superseded survey control is available for this station.
 DG5607
 DG5607_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4006364022(NAD 83)
 DG5607
 DG5607_MARKER: DB = BENCH MARK DISK
 DG5607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5607_SP_SET: BRIDGE ABUTMENT
 DG5607_STAMPING: 10 MDD C 2003
 DG5607_MARK LOGO: MNHD  
 DG5607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5607+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DG5607
 DG5607  HISTORY     - Date     Condition        Report By
 DG5607  HISTORY     - 2003     MONUMENTED       MNHD
 DG5607  HISTORY     - 20030718 GOOD             MNDT
 DG5607  HISTORY     - 20070605 GOOD             MNDT
 DG5607
 DG5607                          STATION DESCRIPTION
 DG5607
 DG5607'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5607'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 17 MILES (27.4
 DG5607'KM) NORTHEAST OF OSLO, IN ABUTMENT AT SOUTHEAST CORNER OF TRUNK
 DG5607'HIGHWAY 220 BRIDGE NO 9625 OVER SNAKE RIVER, 0.1 MILES (0.2 KM) NORTH
 DG5607'ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK
 DG5607'HIGHWAY 317, AT TRUNK HIGHWAY 220 MILEPOINT 66.15.  DISK SET IN BRIDGE
 DG5607'WHEN BUILT IN 1959 THEN STAMPED IN 2003.
 DG5607
 DG5607                          STATION RECOVERY (2007)
 DG5607
 DG5607'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5607'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) WEST-NORTHWEST OF ARGYLE,
 DG5607'11.1 MI (17.9 KM) WEST-SOUTHWEST OF STEPHEN AND 7.1 MI (11.4 KM) NORTH
 DG5607'OF BIG WOODS, 17 MI (27.4 KM) NORTHEAST OF OSLO, IN ABUTMENT AT
 DG5607'SOUTHEAST CORNER OF TRUNK HIGHWAY 220 BRIDGE NUMBER 9625.
 DG5607' 
 DG5607'TO REACH TO THE STATION GO 0.1 MI (0.2 KM) NORTH ALONG TRUNK HIGHWAY
 DG5607'220 FROM THE JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 317, AT
 DG5607'TRUNK HIGHWAY 220 MILE POINT 66.15.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5606 ***********************************************************************
 DG5606  DESIGNATION -  10 MDD D
 DG5606  PID         -  DG5606
 DG5606  STATE/COUNTY-  MN/MARSHALL
 DG5606  COUNTRY     -  US
 DG5606  USGS QUAD   -  BIG WOODS NE (1966)
 DG5606
 DG5606                         *CURRENT SURVEY CONTROL
 DG5606  ______________________________________________________________________
 DG5606* NAD 83(2007) POSITION- 48 25 40.04669(N) 097 06 27.30630(W)   ADJUSTED  
 DG5606* NAD 83(2007) ELLIP HT-   214.857 (meters)        (07/11/08)   ADJUSTED
 DG5606* NAD 83(2007) EPOCH   -  2002.00
 DG5606* NAVD 88 ORTHO HEIGHT -   241.896  (meters)     793.62  (feet) ADJUSTED  
 DG5606  ______________________________________________________________________
 DG5606  NAD 83(2007) X  -   -524,675.765 (meters)                     COMP
 DG5606  NAD 83(2007) Y  - -4,207,806.976 (meters)                     COMP
 DG5606  NAD 83(2007) Z  -  4,748,733.989 (meters)                     COMP
 DG5606  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC09
 DG5606  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DG5606  DYNAMIC HEIGHT  -        241.952 (meters)      793.80  (feet) COMP
 DG5606  MODELED GRAVITY -    980,835.6   (mgal)                       NAVD 88
 DG5606
 DG5606  HORZ ORDER      -  FIRST
 DG5606  VERT ORDER      -  SECOND    CLASS I
 DG5606  ELLP ORDER      -  FIRST     CLASS I
 DG5606
 DG5606.The horizontal coordinates were established by GPS observations
 DG5606.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5606
 DG5606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5606.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5606
 DG5606.The horizontal coordinates are valid at the epoch date displayed above
 DG5606.which is a decimal equivalence of Year/Month/Day.
 DG5606
 DG5606.The orthometric height was determined by differential leveling and
 DG5606.adjusted in July 2004.
 DG5606
 DG5606.No vertical observational check was made to the station.
 DG5606
 DG5606.Photographs are available for this station.
 DG5606
 DG5606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5606
 DG5606.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5606
 DG5606.The ellipsoidal height was determined by GPS observations
 DG5606.and is referenced to NAD 83.
 DG5606
 DG5606.The dynamic height is computed by dividing the NAVD 88
 DG5606.geopotential number by the normal gravity value computed on the
 DG5606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5606.degrees latitude (g = 980.6199 gals.).
 DG5606
 DG5606.The modeled gravity was interpolated from observed gravity values.
 DG5606
 DG5606. The following values were computed from the NAD 83(2007) position.
 DG5606
 DG5606;                    North         East     Units Scale Factor Converg.
 DG5606;SPC MN N     -   322,011.408   503,559.204   MT  0.99995631   -2 58 13.8
 DG5606;SPC MN N     - 1,056,465.76  1,652,093.82   sFT  0.99995631   -2 58 13.8
 DG5606;UTM  14      - 5,365,579.030   639,991.622   MT  0.99984079   +1 24 57.5
 DG5606
 DG5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5606!SPC MN N     -   0.99996633  x   0.99995631  =   0.99992264
 DG5606!UTM  14      -   0.99996633  x   0.99984079  =   0.99980712
 DG5606
 DG5606                          SUPERSEDED SURVEY CONTROL
 DG5606
 DG5606  NAVD 88 (07/11/08)  241.90   (m)          793.6    (f) LEVELING    3  
 DG5606
 DG5606.Superseded values are not recommended for survey control.
 DG5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5606.See file dsdata.txt to determine how the superseded data were derived.
 DG5606
 DG5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3999165579(NAD 83)
 DG5606
 DG5606_MARKER: DD = SURVEY DISK
 DG5606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5606_STAMPING: 10 MDD D 2003
 DG5606_MARK LOGO: MNDT  
 DG5606_PROJECTION: RECESSED 3 CENTIMETERS
 DG5606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5606+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DG5606_ROD/PIPE-DEPTH:  6.1 meters
 DG5606
 DG5606  HISTORY     - Date     Condition        Report By
 DG5606  HISTORY     - 2003     MONUMENTED       MNDT
 DG5606  HISTORY     - 20070605 GOOD             MNDT
 DG5606
 DG5606                          STATION DESCRIPTION
 DG5606
 DG5606'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5606'THE MARK IS 16.0 MILES (25.7 KM) NORTHEAST OF OSLO, 1.1 MILES (1.8 KM)
 DG5606'NORTH ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 317 AND
 DG5606'TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 220 MILEPOINT 67.2, 69.4 FEET
 DG5606'(21.2 M) WEST OF TRUNK HIGHWAY 220, 13.3 FEET (4.1 M) NORTH OF
 DG5606'ENTRANCE, 3.4 FEET (1.0 M) SOUTH OF WITNESS POST.  THE MARK, A
 DG5606'STANDARD STATE OF MINNESOTA GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DG5606'20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5606'FIN IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5606
 DG5606                          STATION RECOVERY (2007)
 DG5606
 DG5606'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5606'16.0 MILES NORTHEAST OF OSLO, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 220
 DG5606'FROM JUNCTION OF TRUNK HIGHWAY 317 AND TRUNK HIGHWAY 220, AT TRUNK
 DG5606'HIGHWAY 220 MILEPOINT 67.2, 69.4 FEET WEST OF TRUNK HIGHWAY 220, 13.3
 DG5606'FEET NORTH OF ENTRANCE, 3.4 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0570 ***********************************************************************
 OO0570  DESIGNATION -  10 RDS
 OO0570  PID         -  OO0570
 OO0570  STATE/COUNTY-  MN/FREEBORN
 OO0570  COUNTRY     -  US
 OO0570  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0570
 OO0570                         *CURRENT SURVEY CONTROL
 OO0570  ______________________________________________________________________
 OO0570* NAD 83(1986) POSITION- 43 44 45.     (N) 093 19 56.     (W)   SCALED    
 OO0570* NAVD 88 ORTHO HEIGHT -   392.458  (meters)    1287.59  (feet) ADJUSTED  
 OO0570  ______________________________________________________________________
 OO0570  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 OO0570  DYNAMIC HEIGHT  -        392.369 (meters)     1287.30  (feet) COMP
 OO0570  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 OO0570
 OO0570  VERT ORDER      -  SECOND    CLASS 0
 OO0570
 OO0570.The horizontal coordinates were scaled from a topographic map and have
 OO0570.an estimated accuracy of +/- 6 seconds.
 OO0570.
 OO0570.The orthometric height was determined by differential leveling and
 OO0570.adjusted in June 1991.
 OO0570
 OO0570.The dynamic height is computed by dividing the NAVD 88
 OO0570.geopotential number by the normal gravity value computed on the
 OO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0570.degrees latitude (g = 980.6199 gals.).
 OO0570
 OO0570.The modeled gravity was interpolated from observed gravity values.
 OO0570
 OO0570;                    North         East    Units  Estimated Accuracy
 OO0570;SPC MN S     -   183,090.      853,790.      MT  (+/- 180 meters Scaled)
 OO0570
 OO0570                          SUPERSEDED SURVEY CONTROL
 OO0570
 OO0570  NGVD 29 (??/??/92)  392.443  (m)         1287.54   (f) ADJ UNCH    2 0
 OO0570
 OO0570.Superseded values are not recommended for survey control.
 OO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0570.See file dsdata.txt to determine how the superseded data were derived.
 OO0570
 OO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ732436(NAD 83)
 OO0570
 OO0570_MARKER: DD = SURVEY DISK
 OO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0570_STAMPING: 10 RDS 1969
 OO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0570+STABILITY: SURFACE MOTION
 OO0570
 OO0570  HISTORY     - Date     Condition        Report By
 OO0570  HISTORY     - 1969     MONUMENTED       MNDT
 OO0570
 OO0570                          STATION DESCRIPTION
 OO0570
 OO0570'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0570'1.3 MI S FROM CLARKS GROVE.
 OO0570'MARK IS LOCATED 1.3 MILES SOUTH OF THE JUNCTION OF T.H. 65 AND T.H.
 OO0570'261 AT CLARKS GROVE, ALONG T.H. 65, THENCE 0.2 MILES WEST ALONG A
 OO0570'TOWNSHIP ROAD, 1.5 MILES NORTH OF COUNTY ROAD 25, 0.7 MILES WEST OF
 OO0570'FAI 35, 50 FEET EAST OF THE EAST RAIL OF THE CHICAGO, ST. PAUL AND
 OO0570'PACIFIC RAILROAD, 35 FEET NORTH OF A TOWNSHIP ROAD CENTERLINE, 3 FEET
 OO0570'NORTH OF A POWER POLE, 2 FEET NORTH OF A FENCE CORNER, IN A CONCRETE
 OO0570'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 3, T 103N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4798 ***********************************************************************
 DL4798  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4798  DESIGNATION -  10 RLB
 DL4798  PID         -  DL4798
 DL4798  STATE/COUNTY-  MN/HOUSTON
 DL4798  COUNTRY     -  US
 DL4798  USGS QUAD   -  WILMINGTON (1965)
 DL4798
 DL4798                         *CURRENT SURVEY CONTROL
 DL4798  ______________________________________________________________________
 DL4798* NAD 83(2007) POSITION- 43 30 28.99031(N) 091 33 03.86036(W)   ADJUSTED  
 DL4798* NAD 83(2007) ELLIP HT-   308.703 (meters)        (09/09/09)   ADJUSTED
 DL4798* NAD 83(2007) EPOCH   -  2002.00
 DL4798* NAVD 88 ORTHO HEIGHT -   339.19   (meters)    1112.8   (feet) GPS OBS   
 DL4798  ______________________________________________________________________
 DL4798  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4798  GEOID HEIGHT    -        -30.42  (meters)                     GEOID03
 DL4798  GEOID HEIGHT    -        -30.48  (meters)                     GEOID09
 DL4798  NAD 83(2007) X  -   -125,419.645 (meters)                     COMP
 DL4798  NAD 83(2007) Y  - -4,631,802.574 (meters)                     COMP
 DL4798  NAD 83(2007) Z  -  4,368,823.238 (meters)                     COMP
 DL4798  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC09
 DL4798  HORZ ORDER      -  FIRST
 DL4798  ELLP ORDER      -  FOURTH    CLASS I
 DL4798
 DL4798.The horizontal coordinates were established by GPS observations
 DL4798.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4798
 DL4798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4798
 DL4798.The horizontal coordinates are valid at the epoch date displayed above
 DL4798.which is a decimal equivalence of Year/Month/Day.
 DL4798
 DL4798.The orthometric height was determined by GPS observations and a
 DL4798.high-resolution geoid model using precise GPS observation and
 DL4798.processing techniques.
 DL4798
 DL4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4798
 DL4798.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4798
 DL4798.The ellipsoidal height was determined by GPS observations
 DL4798.and is referenced to NAD 83.
 DL4798
 DL4798. The following values were computed from the NAD 83(2007) position.
 DL4798
 DL4798;                    North         East     Units Scale Factor Converg.
 DL4798;SPC MN S     -   159,418.964   998,019.246   MT  1.00007100   +1 42 59.5
 DL4798;SPC MN S     -   523,027.05  3,274,334.81   sFT  1.00007100   +1 42 59.5
 DL4798;UTM  15      - 4,818,255.386   617,122.687   MT  0.99976874   +0 59 51.5
 DL4798
 DL4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4798!SPC MN S     -   0.99995159  x   1.00007100  =   1.00002259
 DL4798!UTM  15      -   0.99995159  x   0.99976874  =   0.99972034
 DL4798
 DL4798                          SUPERSEDED SURVEY CONTROL
 DL4798
 DL4798.No superseded survey control is available for this station.
 DL4798
 DL4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1712218255(NAD 83)
 DL4798
 DL4798_MARKER: DD = SURVEY DISK
 DL4798_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL4798+WITH SETTING: INFORMATION.
 DL4798_STAMPING: 10 RLB 1971
 DL4798_MARK LOGO: USGS  
 DL4798_PROJECTION: FLUSH
 DL4798_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL4798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4798+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DL4798
 DL4798  HISTORY     - Date     Condition        Report By
 DL4798  HISTORY     - 1971     MONUMENTED       USGS
 DL4798  HISTORY     - 20080226 GOOD             MNDT
 DL4798
 DL4798                          STATION DESCRIPTION
 DL4798
 DL4798'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4798'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4798'THE MARK IS 4.5 MILES WEST OF EITZEN, 0.75 MILE NORTH ALONG TRUNK
 DL4798'HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2 IN
 DL4798'EITZEN TO TRUNK HIGHWAY 76 MILEPOINT 1.30, THEN 2.8 MILES WEST ON
 DL4798'COUNTY ROAD 27, THEN 0.85 MILE SOUTH ON DUCK CREEK DRIVE, THEN 1.4
 DL4798'MILES WEST ON OAKLAND DRIVE, 30 FEET NORTH AND 30 FEET EAST OF
 DL4798'HOMEWOOD HILLS ROAD, 1.4 FEET SOUTH OF RIGHT-OF-WAY FENCE, 5.0 FEET
 DL4798'EAST OF POWER POLE, 0.8 FOOT SOUTH OF WITNESS POST, ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1805 ***********************************************************************
 DM1805  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1805  DESIGNATION -  10 RWM
 DM1805  PID         -  DM1805
 DM1805  STATE/COUNTY-  MN/CLAY
 DM1805  COUNTRY     -  US
 DM1805  USGS QUAD   -  COMSTOCK (1964)
 DM1805
 DM1805                         *CURRENT SURVEY CONTROL
 DM1805  ______________________________________________________________________
 DM1805* NAD 83(2007) POSITION- 46 44 47.84000(N) 096 41 39.87347(W)   ADJUSTED  
 DM1805* NAD 83(2007) ELLIP HT-   253.724 (meters)        (01/24/11)   ADJUSTED
 DM1805* NAD 83(2007) EPOCH   -  2002.00
 DM1805* NAVD 88 ORTHO HEIGHT -   280.29   (meters)     919.6   (feet) GPS OBS   
 DM1805  ______________________________________________________________________
 DM1805  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1805  GEOID HEIGHT    -        -26.52  (meters)                     GEOID03
 DM1805  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM1805  NAD 83(2007) X  -   -510,409.116 (meters)                     COMP
 DM1805  NAD 83(2007) Y  - -4,348,567.562 (meters)                     COMP
 DM1805  NAD 83(2007) Z  -  4,622,693.843 (meters)                     COMP
 DM1805  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC09
 DM1805  HORZ ORDER      -  FIRST
 DM1805  ELLP ORDER      -  FIRST     CLASS II
 DM1805
 DM1805.The horizontal coordinates were established by GPS observations
 DM1805.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1805
 DM1805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1805.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1805
 DM1805.The horizontal coordinates are valid at the epoch date displayed above
 DM1805.which is a decimal equivalence of Year/Month/Day.
 DM1805
 DM1805.The orthometric height was determined by GPS observations and a
 DM1805.high-resolution geoid model using precise GPS observation and
 DM1805.processing techniques.
 DM1805
 DM1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1805
 DM1805.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1805
 DM1805.The ellipsoidal height was determined by GPS observations
 DM1805.and is referenced to NAD 83.
 DM1805
 DM1805. The following values were computed from the NAD 83(2007) position.
 DM1805
 DM1805;                    North         East     Units Scale Factor Converg.
 DM1805;SPC MN C     -   297,015.544   613,250.343   MT  0.99994782   -1 46 05.7
 DM1805;SPC MN C     -   974,458.50  2,011,972.17   sFT  0.99994782   -1 46 05.7
 DM1805;UTM  14      - 5,179,589.159   676,107.947   MT  0.99998121   +1 40 46.8
 DM1805
 DM1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1805!SPC MN C     -   0.99996023  x   0.99994782  =   0.99990805
 DM1805!UTM  14      -   0.99996023  x   0.99998121  =   0.99994144
 DM1805
 DM1805                          SUPERSEDED SURVEY CONTROL
 DM1805
 DM1805.No superseded survey control is available for this station.
 DM1805
 DM1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7610779589(NAD 83)
 DM1805
 DM1805_MARKER: DD = SURVEY DISK
 DM1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1805_STAMPING: 10 RWM 1964
 DM1805_MARK LOGO: USGS  
 DM1805_PROJECTION: FLUSH
 DM1805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1805+STABILITY: SURFACE MOTION
 DM1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1805+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM1805
 DM1805  HISTORY     - Date     Condition        Report By
 DM1805  HISTORY     - 19640401 MONUMENTED       USGS
 DM1805  HISTORY     - 20090922 GOOD             MNDT
 DM1805
 DM1805                          STATION DESCRIPTION
 DM1805
 DM1805'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1805'THE MARK IS 7.8 MILES SOUTHEAST OF MOORHEAD, 2.5 MILES SOUTHWEST OF
 DM1805'SABIN, 2.5 MILES NORTHEAST OF RUSTAD, 7.0 MILES SOUTH ALONG TRUNK
 DM1805'HIGHWAY 75 FROM THE JUNCTION WITH INTERSTATE HIGHWAY 94 IN MOORHEAD)
 DM1805'TO TRUNK HIGHWAY 75 MILEPOINT 241.35, THEN 3.5 MILES EAST ON COUNTY
 DM1805'ROAD 65(100 AVE S), 47 FEET NORTH OF COUNTY ROAD 65 (100TH  AVENUE
 DM1805'SOUTH), 50 FEET EAST OF COUNTY ROAD 66 (50 ST S), 6.0 FEET SOUTHEAST
 DM1805'OF POLE, 1.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR1161 ***********************************************************************
 PR1161  DESIGNATION -  10 SEM
 PR1161  PID         -  PR1161
 PR1161  STATE/COUNTY-  MN/PIPESTONE
 PR1161  COUNTRY     -  US
 PR1161  USGS QUAD   -  ELKTON SW (1967)
 PR1161
 PR1161                         *CURRENT SURVEY CONTROL
 PR1161  ______________________________________________________________________
 PR1161* NAD 83(1986) POSITION- 44 00 32.     (N) 096 23 19.     (W)   SCALED    
 PR1161* NAVD 88 ORTHO HEIGHT -   497.280  (meters)    1631.49  (feet) ADJUSTED  
 PR1161  ______________________________________________________________________
 PR1161  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 PR1161  DYNAMIC HEIGHT  -        497.172 (meters)     1631.14  (feet) COMP
 PR1161  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 PR1161
 PR1161  VERT ORDER      -  FIRST     CLASS II
 PR1161
 PR1161.The horizontal coordinates were scaled from a topographic map and have
 PR1161.an estimated accuracy of +/- 6 seconds.
 PR1161.
 PR1161.The orthometric height was determined by differential leveling and
 PR1161.adjusted in June 1991.
 PR1161
 PR1161.The dynamic height is computed by dividing the NAVD 88
 PR1161.geopotential number by the normal gravity value computed on the
 PR1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1161.degrees latitude (g = 980.6199 gals.).
 PR1161
 PR1161.The modeled gravity was interpolated from observed gravity values.
 PR1161
 PR1161;                    North         East    Units  Estimated Accuracy
 PR1161;SPC MN S     -   214,900.      608,480.      MT  (+/- 180 meters Scaled)
 PR1161
 PR1161                          SUPERSEDED SURVEY CONTROL
 PR1161
 PR1161.No superseded survey control is available for this station.
 PR1161
 PR1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP093761(NAD 83)
 PR1161
 PR1161_MARKER: DH = HORIZONTAL CONTROL DISK
 PR1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR1161_SP_SET: CONCRETE POST
 PR1161_STAMPING: 10 SEM 1631 1966
 PR1161_MARK LOGO: USGS  
 PR1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR1161+STABILITY: SURFACE MOTION
 PR1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR1161+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1990
 PR1161
 PR1161  HISTORY     - Date     Condition        Report By
 PR1161  HISTORY     - 1966     MONUMENTED       USGS
 PR1161  HISTORY     - 19900730 GOOD             NGS
 PR1161
 PR1161                          STATION DESCRIPTION
 PR1161
 PR1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1161'5.5 KM (3.4 MI) NORTHWESTERLY ALONG COUNTY ROAD 5 (8TH AVENUE) FROM
 PR1161'THE JUNCTION OF 4TH STREET NORTHWEST IN PIPESTONE, 63.0 M (206.7 FT)
 PR1161'WEST OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH, 14.4 M (47.2 FT)
 PR1161'SOUTH OF AND LEVEL WITH THE CENTER OF THE ROAD, 1.7 M (5.6 FT)
 PR1161'EAST-NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, 0.7 M (2.3 FT)
 PR1161'NORTH OF A FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 PR1161'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0716 ***********************************************************************
 PR0716  DESIGNATION -  10 T
 PR0716  PID         -  PR0716
 PR0716  STATE/COUNTY-  MN/LINCOLN
 PR0716  COUNTRY     -  US
 PR0716  USGS QUAD   -  TAUNTON (1967)
 PR0716
 PR0716                         *CURRENT SURVEY CONTROL
 PR0716  ______________________________________________________________________
 PR0716* NAD 83(1996) POSITION- 44 30 14.35570(N) 096 07 12.60171(W)   ADJUSTED  
 PR0716* NAVD 88 ORTHO HEIGHT -   460.31   (+/-2cm)    1510.2   (feet) VERTCON   
 PR0716  ______________________________________________________________________
 PR0716  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 PR0716  LAPLACE CORR    -         -6.06  (seconds)                    DEFLEC09
 PR0716  HORZ ORDER      -  THIRD
 PR0716  VERT ORDER      -  THIRD ? (See Below)
 PR0716
 PR0716.The horizontal coordinates were established by classical geodetic methods
 PR0716.and adjusted by the National Geodetic Survey in March 1999.
 PR0716.
 PR0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0716
 PR0716.The vertical order pertains to the NGVD 29 superseded value.
 PR0716
 PR0716.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0716
 PR0716. The following values were computed from the NAD 83(1996) position.
 PR0716
 PR0716;                    North         East     Units Scale Factor Converg.
 PR0716;SPC MN S     -   269,296.308   631,427.576   MT  0.99992204   -1 29 09.9
 PR0716;SPC MN S     -   883,516.30  2,071,608.64   sFT  0.99992204   -1 29 09.9
 PR0716;UTM  14      - 4,931,886.614   728,926.428   MT  1.00024454   +2 01 10.3
 PR0716
 PR0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0716!SPC MN S     -   0.99993197  x   0.99992204  =   0.99985401
 PR0716!UTM  14      -   0.99993197  x   1.00024454  =   1.00017649
 PR0716
 PR0716:                Primary Azimuth Mark                     Grid Az
 PR0716:SPC MN S     -  STA 38                                   092 06 32.7
 PR0716:UTM  14      -  STA 38                                   088 36 12.5
 PR0716
 PR0716|---------------------------------------------------------------------|
 PR0716| PID    Reference Object                     Distance      Geod. Az  |
 PR0716|                                                           dddmmss.s |
 PR0716| PR0715 STA 38                              APPROX. 1.6 KM 0903722.8 |
 PR0716|---------------------------------------------------------------------|
 PR0716
 PR0716                          SUPERSEDED SURVEY CONTROL
 PR0716
 PR0716  NAD 83(1996)-  44 30 14.35388(N)    096 07 12.59882(W) AD(       ) 3
 PR0716  NAD 83(1986)-  44 30 14.35434(N)    096 07 12.58599(W) AD(       ) 3
 PR0716  NAD 27      -  44 30 14.49519(N)    096 07 11.46320(W) AD(       ) 3
 PR0716  NGVD 29 (07/19/86)  460.07   (m)         1509.4    (f) LEVELING    3  
 PR0716
 PR0716.Superseded values are not recommended for survey control.
 PR0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0716.See file dsdata.txt to determine how the superseded data were derived.
 PR0716
 PR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2892631886(NAD 83)
 PR0716
 PR0716_MARKER: DD = SURVEY DISK
 PR0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0716_STAMPING: 10 T 1960 1508
 PR0716
 PR0716  HISTORY     - Date     Condition        Report By
 PR0716  HISTORY     - UNK      MONUMENTED
 PR0716  HISTORY     - 1974     SEE DESCRIPTION  USGS
 PR0716
 PR0716                          STATION DESCRIPTION
 PR0716
 PR0716'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (MHD)
 PR0716'THE STATION WAS DESTROYED AND A NEW MONUMENT RESET.  THE RESET
 PR0716'MONUMENT DOES NOT HAVE A HORIZONTAL POSITION.  THE RESET MONUMENT IS
 PR0716'STAMPED---10 T RESET 1974---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0398 ***********************************************************************
 SK0398  DESIGNATION -  10 WGW
 SK0398  PID         -  SK0398
 SK0398  STATE/COUNTY-  MN/HUBBARD
 SK0398  COUNTRY     -  US
 SK0398  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0398
 SK0398                         *CURRENT SURVEY CONTROL
 SK0398  ______________________________________________________________________
 SK0398* NAD 83(1986) POSITION- 47 11 17.     (N) 095 03 57.     (W)   SCALED    
 SK0398* NAVD 88 ORTHO HEIGHT -   440.237  (meters)    1444.34  (feet) ADJUSTED  
 SK0398  ______________________________________________________________________
 SK0398  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 SK0398  DYNAMIC HEIGHT  -        440.280 (meters)     1444.49  (feet) COMP
 SK0398  MODELED GRAVITY -    980,697.1   (mgal)                       NAVD 88
 SK0398
 SK0398  VERT ORDER      -  SECOND    CLASS 0
 SK0398
 SK0398.The horizontal coordinates were scaled from a topographic map and have
 SK0398.an estimated accuracy of +/- 6 seconds.
 SK0398.
 SK0398.The orthometric height was determined by differential leveling and
 SK0398.adjusted in June 1991.
 SK0398
 SK0398.The dynamic height is computed by dividing the NAVD 88
 SK0398.geopotential number by the normal gravity value computed on the
 SK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0398.degrees latitude (g = 980.6199 gals.).
 SK0398
 SK0398.The modeled gravity was interpolated from observed gravity values.
 SK0398
 SK0398;                    North         East    Units  Estimated Accuracy
 SK0398;SPC MN C     -   343,530.      738,170.      MT  (+/- 180 meters Scaled)
 SK0398
 SK0398                          SUPERSEDED SURVEY CONTROL
 SK0398
 SK0398  NGVD 29 (??/??/92)  439.956  (m)         1443.42   (f) ADJ UNCH    2 0
 SK0398
 SK0398.Superseded values are not recommended for survey control.
 SK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0398.See file dsdata.txt to determine how the superseded data were derived.
 SK0398
 SK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN434281(NAD 83)
 SK0398
 SK0398_MARKER: DD = SURVEY DISK
 SK0398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0398_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0398_STAMPING: 10 WGW 1972
 SK0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0398
 SK0398  HISTORY     - Date     Condition        Report By
 SK0398  HISTORY     - 1972     MONUMENTED       USGS
 SK0398  HISTORY     - 1972     GOOD             MNDT
 SK0398  HISTORY     - 20010501 GOOD             MNDT
 SK0398
 SK0398                          STATION DESCRIPTION
 SK0398
 SK0398'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0398'3.5 MI W FROM LAKE GEORGE.
 SK0398'MARK IS LOCATED 3.55 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF
 SK0398'T.H. 71 AND COUNTY ROAD 4 IN LAKE GEORGE, 1.75 MILES EAST OF THE LAKE
 SK0398'ALICE STORE, 200 FEET SOUTH OF THE CENTERLINE OF T.H. 200 AT MILE
 SK0398'POINT 284.4, 195 FEET SOUTHWEST OF A POWER POLE (WITH METER AND
 SK0398'TRANSFORMER), 56 FEET NORTHWEST OF A 30 INCH PINE TREE, 37.2 FEET WEST
 SK0398'OF MHD BENCH MARK 2906-D, 1 FOOT NORTH OF A STEEL WITNESS POST,
 SK0398'CRIMPED TO A COPPER-CLAD STEEL ROD PROJECTING 2 INCHES ABOVE GROUND.
 SK0398'SW 1/4 SECTION 24, T 143, R 35.
 SK0398
 SK0398                          STATION RECOVERY (2001)
 SK0398
 SK0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6145 ***********************************************************************
 DK6145  DESIGNATION -  10 WH
 DK6145  PID         -  DK6145
 DK6145  STATE/COUNTY-  MN/MARSHALL
 DK6145  COUNTRY     -  US
 DK6145  USGS QUAD   -  FLORIAN SW (1982)
 DK6145
 DK6145                         *CURRENT SURVEY CONTROL
 DK6145  ______________________________________________________________________
 DK6145* NAD 83(2007) POSITION- 48 21 18.53860(N) 096 37 51.00971(W)   ADJUSTED  
 DK6145* NAD 83(2007) ELLIP HT-   257.103 (meters)        (07/11/08)   ADJUSTED
 DK6145* NAD 83(2007) EPOCH   -  2002.00
 DK6145* NAVD 88 ORTHO HEIGHT -   284.5    (meters)     933.    (feet) GPS OBS   
 DK6145  ______________________________________________________________________
 DK6145  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6145  GEOID HEIGHT    -        -27.42  (meters)                     GEOID03
 DK6145  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DK6145  NAD 83(2007) X  -   -490,346.180 (meters)                     COMP
 DK6145  NAD 83(2007) Y  - -4,218,054.264 (meters)                     COMP
 DK6145  NAD 83(2007) Z  -  4,743,401.586 (meters)                     COMP
 DK6145  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC09
 DK6145  HORZ ORDER      -  FIRST
 DK6145  ELLP ORDER      -  FIRST     CLASS I
 DK6145
 DK6145.The horizontal coordinates were established by GPS observations
 DK6145.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6145
 DK6145.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6145.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6145
 DK6145.The horizontal coordinates are valid at the epoch date displayed above
 DK6145.which is a decimal equivalence of Year/Month/Day.
 DK6145
 DK6145.The orthometric height was determined by GPS observations and a
 DK6145.high-resolution geoid model.
 DK6145
 DK6145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6145
 DK6145.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6145
 DK6145.The ellipsoidal height was determined by GPS observations
 DK6145.and is referenced to NAD 83.
 DK6145
 DK6145. The following values were computed from the NAD 83(2007) position.
 DK6145
 DK6145;                    North         East     Units Scale Factor Converg.
 DK6145;SPC MN N     -   312,223.037   538,429.297   MT  0.99994397   -2 37 01.7
 DK6145;SPC MN N     - 1,024,351.75  1,766,496.79   sFT  0.99994397   -2 37 01.7
 DK6145;UTM  14      - 5,358,487.142   675,506.801   MT  0.99997847   +1 46 15.1
 DK6145
 DK6145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6145!SPC MN N     -   0.99995971  x   0.99994397  =   0.99990368
 DK6145!UTM  14      -   0.99995971  x   0.99997847  =   0.99993818
 DK6145
 DK6145                          SUPERSEDED SURVEY CONTROL
 DK6145
 DK6145.No superseded survey control is available for this station.
 DK6145
 DK6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU7550658487(NAD 83)
 DK6145
 DK6145_MARKER: DD = SURVEY DISK
 DK6145_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6145_SP_SET: CONCRETE CULVERT
 DK6145_STAMPING: 10 WH 1978
 DK6145_MARK LOGO: USGS  
 DK6145_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6145+STABILITY: SURFACE MOTION
 DK6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6145+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2008
 DK6145
 DK6145  HISTORY     - Date     Condition        Report By
 DK6145  HISTORY     - 1978     MONUMENTED       USGS
 DK6145  HISTORY     - 20080107 GOOD             MN-089
 DK6145
 DK6145                          STATION DESCRIPTION
 DK6145
 DK6145'DESCRIBED BY MARSHALL COUNTY MINNESOTA 2008 (PTK)
 DK6145'6 MILES SOUTH OF FLORIAN, 32 FEET NORTH AND 30 FEET EAST OF CROSSROADS
 DK6145'(COUNTY ROAD AND TOWNSHIP ROAD), IN EAST END OF ROUND CONCRETE
 DK6145'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1106 ***********************************************************************
 OP1106  DESIGNATION -  100
 OP1106  PID         -  OP1106
 OP1106  STATE/COUNTY-  MN/JACKSON
 OP1106  COUNTRY     -  US
 OP1106  USGS QUAD   -  ALPHA (1970)
 OP1106
 OP1106                         *CURRENT SURVEY CONTROL
 OP1106  ______________________________________________________________________
 OP1106* NAD 83(1996) POSITION- 43 42 09.36278(N) 094 52 29.57132(W)   ADJUSTED  
 OP1106* NAVD 88 ORTHO HEIGHT -   410.     (meters)    1345.    (feet) VERTCON   
 OP1106  ______________________________________________________________________
 OP1106  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 OP1106  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC09
 OP1106  HORZ ORDER      -  SECOND
 OP1106
 OP1106.The horizontal coordinates were established by classical geodetic methods
 OP1106.and adjusted by the National Geodetic Survey in March 1999.
 OP1106.
 OP1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 OP1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OP1106
 OP1106.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1106
 OP1106. The following values were computed from the NAD 83(1996) position.
 OP1106
 OP1106;                    North         East     Units Scale Factor Converg.
 OP1106;SPC MN S     -   178,446.008   729,479.619   MT  1.00001847   -0 36 47.6
 OP1106;SPC MN S     -   585,451.61  2,393,301.05   sFT  1.00001847   -0 36 47.6
 OP1106;UTM  15      - 4,840,550.255   348,933.019   MT  0.99988071   -1 17 44.3
 OP1106
 OP1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1106!SPC MN S     -   0.99994004  x   1.00001847  =   0.99995851
 OP1106!UTM  15      -   0.99994004  x   0.99988071  =   0.99982076
 OP1106
 OP1106:                Primary Azimuth Mark                     Grid Az
 OP1106:SPC MN S     -  BEHMER                                   146 46 50.8
 OP1106:UTM  15      -  BEHMER                                   147 27 47.5
 OP1106
 OP1106|---------------------------------------------------------------------|
 OP1106| PID    Reference Object                     Distance      Geod. Az  |
 OP1106|                                                           dddmmss.s |
 OP1106| OP1107 BEHMER                              APPROX. 3.7 KM 1461003.2 |
 OP1106|---------------------------------------------------------------------|
 OP1106
 OP1106                          SUPERSEDED SURVEY CONTROL
 OP1106
 OP1106  NAD 83(1986)-  43 42 09.35382(N)    094 52 29.56197(W) AD(       ) 2
 OP1106  NAD 27      -  43 42 09.50990(N)    094 52 28.61110(W) AD(       ) 2
 OP1106  NGVD 29 (07/19/86)  410.     (m)         1345.     (f) VERT ANG       
 OP1106
 OP1106.Superseded values are not recommended for survey control.
 OP1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1106.See file dsdata.txt to determine how the superseded data were derived.
 OP1106
 OP1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4893340550(NAD 83)
 OP1106
 OP1106_MARKER: I = METAL ROD
 OP1106_SETTING: 0 = UNSPECIFIED SETTING
 OP1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1106
 OP1106  HISTORY     - Date     Condition        Report By
 OP1106  HISTORY     - 1960     MONUMENTED       MNHD
 OP1106
 OP1106                          STATION DESCRIPTION
 OP1106
 OP1106'DESCRIBED BY MN HIGHWAY DEPT 1960 (EWG)
 OP1106'ABOUT 5 MILES NORTH AND 1/2 MILE WEST OF ALFA.
 OP1106'
 OP1106'STATION, A 1 FT BY 30 IN IRON PIN, IS 42.7 FT WEST OF CENTERLINE
 OP1106'BITUMINOUS SURFACED COUNTY ROAD, 3.1 FT EAST OF RIGHT-OF-WAY
 OP1106'FENCE, 27.770 METERS NORTHWEST OF NAIL AND DISC IN TELEPHONE
 OP1106'POLE.  2.740 METERS NORTH NORTHEAST OF A PAINTED IRON FENCE
 OP1106'POST AND 3.96 METERS SOUTH SOUTHEAST OF A PAINTED IRON FENCE
 OP1106'POST.
 OP1106'
 OP1106'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3344 ***********************************************************************
 DK3344  DESIGNATION -  1001 A
 DK3344  PID         -  DK3344
 DK3344  STATE/COUNTY-  MN/CARVER
 DK3344  COUNTRY     -  US
 DK3344  USGS QUAD   -  HAMBURG (1981)
 DK3344
 DK3344                         *CURRENT SURVEY CONTROL
 DK3344  ______________________________________________________________________
 DK3344* NAD 83(2007) POSITION- 44 43 03.14321(N) 093 58 48.54777(W)   ADJUSTED  
 DK3344* NAD 83(2007) ELLIP HT-   275.030 (meters)        (03/13/09)   ADJUSTED
 DK3344* NAD 83(2007) EPOCH   -  2002.00
 DK3344* NAVD 88 ORTHO HEIGHT -   302.576  (meters)     992.70  (feet) ADJUSTED  
 DK3344  ______________________________________________________________________
 DK3344  NAD 83(2007) X  -   -315,120.451 (meters)                     COMP
 DK3344  NAD 83(2007) Y  - -4,528,977.656 (meters)                     COMP
 DK3344  NAD 83(2007) Z  -  4,465,291.556 (meters)                     COMP
 DK3344  LAPLACE CORR    -          2.49  (seconds)                    DEFLEC09
 DK3344  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DK3344  DYNAMIC HEIGHT  -        302.546 (meters)      992.60  (feet) COMP
 DK3344  MODELED GRAVITY -    980,508.4   (mgal)                       NAVD 88
 DK3344
 DK3344  HORZ ORDER      -  FIRST
 DK3344  VERT ORDER      -  SECOND    CLASS I
 DK3344  ELLP ORDER      -  THIRD     CLASS I
 DK3344
 DK3344.The horizontal coordinates were established by GPS observations
 DK3344.and adjusted by the National Geodetic Survey in March 2009.
 DK3344
 DK3344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3344.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3344
 DK3344.The horizontal coordinates are valid at the epoch date displayed above
 DK3344.which is a decimal equivalence of Year/Month/Day.
 DK3344
 DK3344.The orthometric height was determined by differential leveling and
 DK3344.adjusted in September 2010.
 DK3344
 DK3344.Photographs are available for this station.
 DK3344
 DK3344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3344
 DK3344.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3344
 DK3344.The ellipsoidal height was determined by GPS observations
 DK3344.and is referenced to NAD 83.
 DK3344
 DK3344.The dynamic height is computed by dividing the NAVD 88
 DK3344.geopotential number by the normal gravity value computed on the
 DK3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3344.degrees latitude (g = 980.6199 gals.).
 DK3344
 DK3344.The modeled gravity was interpolated from observed gravity values.
 DK3344
 DK3344. The following values were computed from the NAD 83(2007) position.
 DK3344
 DK3344;                    North         East     Units Scale Factor Converg.
 DK3344;SPC MN S     -   290,839.245   801,572.498   MT  0.99992913   +0 00 50.1
 DK3344;SPC MN S     -   954,195.09  2,629,825.77   sFT  0.99992913   +0 00 50.1
 DK3344;UTM  15      - 4,952,040.651   422,370.362   MT  0.99967411   -0 41 22.9
 DK3344
 DK3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3344!SPC MN S     -   0.99995688  x   0.99992913  =   0.99988601
 DK3344!UTM  15      -   0.99995688  x   0.99967411  =   0.99963100
 DK3344
 DK3344:                Primary Azimuth Mark                     Grid Az
 DK3344:SPC MN S     -  1001 B                                   000 35 28.7
 DK3344:UTM  15      -  1001 B                                   001 17 41.7
 DK3344
 DK3344|---------------------------------------------------------------------|
 DK3344| PID    Reference Object                     Distance      Geod. Az  |
 DK3344|                                                           dddmmss.s |
 DK3344| DK3345 1001 B                              APPROX. 1.6 KM 0003618.8 |
 DK3344|---------------------------------------------------------------------|
 DK3344
 DK3344                          SUPERSEDED SURVEY CONTROL
 DK3344
 DK3344  NAD 83(1996)-  44 43 03.14296(N)    093 58 48.54697(W) AD(       ) 1
 DK3344  ELLIP H (01/10/08)  275.071  (m)                       GP(       ) 3 1
 DK3344  NAVD 88 (01/10/08)  302.57   (m)          992.7    (f) LEVELING    3  
 DK3344
 DK3344.Superseded values are not recommended for survey control.
 DK3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3344.See file dsdata.txt to determine how the superseded data were derived.
 DK3344
 DK3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2237052040(NAD 83)
 DK3344
 DK3344_MARKER: DB = BENCH MARK DISK
 DK3344_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK3344_STAMPING: 1001 A 1964
 DK3344_MARK LOGO: MNDT  
 DK3344_PROJECTION: FLUSH
 DK3344_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3344+STABILITY: SURFACE MOTION
 DK3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3344+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 DK3344
 DK3344  HISTORY     - Date     Condition        Report By
 DK3344  HISTORY     - 1964     MONUMENTED       MNDT
 DK3344  HISTORY     - 20031018 GOOD             MNDT
 DK3344
 DK3344                          STATION DESCRIPTION
 DK3344
 DK3344'DESCRIBED BY MN DEPT OF TRANSP 1964
 DK3344'1 MILE SOUTHWEST OF HAMBURG, IN NORTHEAST QUADRANT OF JUNCTION OF
 DK3344'TRUNK HIGHWAY 5 AND GRAVEL ROAD ON COUNTY LINE, 1 MILE SOUTH OF
 DK3344'JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5
 DK3344'MILEPOINT 17.45, 70.9 FEET EAST OF TRUNK HIGHWAY 5, 55.5 FEET NORTH OF
 DK3344'158TH STREET, 23.9 FEET NORTH-NORTHEAST OF POLE, 1.7 FEET WEST OF
 DK3344'WITNESS POST.
 DK3344
 DK3344                          STATION RECOVERY (2003)
 DK3344
 DK3344'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DK3344'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHWEST OF NORWOOD, 3.0
 DK3344'MI (4.8 KM) NORTH-NORTHEAST OF GREEN ISLE AND 1.3 MI (2.1 KM)
 DK3344'SOUTH-SOUTHWEST OF HAMBURG.
 DK3344' 
 DK3344'THE MARK IS 1 MI (1.6 KM) SOUTHWEST OF HAMBURG, IN NORTHEAST QUADRANT
 DK3344'OF THE JUNCTION OF TRUNK HIGHWAY 5 AND GRAVEL ROAD ON COUNTY LINE, 1
 DK3344'MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DK3344'HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILE POINT 17.45,
 DK3344'70.9 FT (21.6 M) EAST OF TRUNK HIGHWAY 5, 55.5 FT (16.9 M) NORTH OF
 DK3344'158TH STREET, 23.9 FT (7.3 M) NORTH-NORTHEAST OF POLE, 1.7 FT (0.5 M)
 DK3344'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3345 ***********************************************************************
 DK3345  DESIGNATION -  1001 B
 DK3345  PID         -  DK3345
 DK3345  STATE/COUNTY-  MN/CARVER
 DK3345  COUNTRY     -  US
 DK3345  USGS QUAD   -  HAMBURG (1981)
 DK3345
 DK3345                         *CURRENT SURVEY CONTROL
 DK3345  ______________________________________________________________________
 DK3345* NAD 83(2007) POSITION- 44 43 55.35738(N) 093 58 47.77401(W)   ADJUSTED  
 DK3345* NAD 83(2007) ELLIP HT-   275.551 (meters)        (03/13/09)   ADJUSTED
 DK3345* NAD 83(2007) EPOCH   -  2002.00
 DK3345* NAVD 88 ORTHO HEIGHT -   303.056  (meters)     994.28  (feet) ADJUSTED  
 DK3345  ______________________________________________________________________
 DK3345  NAD 83(2007) X  -   -315,024.762 (meters)                     COMP
 DK3345  NAD 83(2007) Y  - -4,527,847.687 (meters)                     COMP
 DK3345  NAD 83(2007) Z  -  4,466,437.126 (meters)                     COMP
 DK3345  LAPLACE CORR    -          2.45  (seconds)                    DEFLEC09
 DK3345  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DK3345  DYNAMIC HEIGHT  -        303.026 (meters)      994.18  (feet) COMP
 DK3345  MODELED GRAVITY -    980,510.0   (mgal)                       NAVD 88
 DK3345
 DK3345  HORZ ORDER      -  FIRST
 DK3345  VERT ORDER      -  SECOND    CLASS I
 DK3345  ELLP ORDER      -  THIRD     CLASS I
 DK3345
 DK3345.The horizontal coordinates were established by GPS observations
 DK3345.and adjusted by the National Geodetic Survey in March 2009.
 DK3345
 DK3345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3345.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3345
 DK3345.The horizontal coordinates are valid at the epoch date displayed above
 DK3345.which is a decimal equivalence of Year/Month/Day.
 DK3345
 DK3345.The orthometric height was determined by differential leveling and
 DK3345.adjusted in September 2010.
 DK3345
 DK3345.Photographs are available for this station.
 DK3345
 DK3345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3345
 DK3345.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3345
 DK3345.The ellipsoidal height was determined by GPS observations
 DK3345.and is referenced to NAD 83.
 DK3345
 DK3345.The dynamic height is computed by dividing the NAVD 88
 DK3345.geopotential number by the normal gravity value computed on the
 DK3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3345.degrees latitude (g = 980.6199 gals.).
 DK3345
 DK3345.The modeled gravity was interpolated from observed gravity values.
 DK3345
 DK3345. The following values were computed from the NAD 83(2007) position.
 DK3345
 DK3345;                    North         East     Units Scale Factor Converg.
 DK3345;SPC MN S     -   292,450.906   801,589.131   MT  0.99993012   +0 00 50.6
 DK3345;SPC MN S     -   959,482.68  2,629,880.34   sFT  0.99993012   +0 00 50.6
 DK3345;UTM  15      - 4,953,651.574   422,406.778   MT  0.99967404   -0 41 22.9
 DK3345
 DK3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3345!SPC MN S     -   0.99995680  x   0.99993012  =   0.99988692
 DK3345!UTM  15      -   0.99995680  x   0.99967404  =   0.99963085
 DK3345
 DK3345:                Primary Azimuth Mark                     Grid Az
 DK3345:SPC MN S     -  1001 A                                   180 35 28.7
 DK3345:UTM  15      -  1001 A                                   181 17 42.2
 DK3345
 DK3345|---------------------------------------------------------------------|
 DK3345| PID    Reference Object                     Distance      Geod. Az  |
 DK3345|                                                           dddmmss.s |
 DK3345| DK3344 1001 A                              APPROX. 1.6 KM 1803619.3 |
 DK3345|---------------------------------------------------------------------|
 DK3345
 DK3345                          SUPERSEDED SURVEY CONTROL
 DK3345
 DK3345  NAD 83(1996)-  44 43 55.35708(N)    093 58 47.77322(W) AD(       ) 1
 DK3345  ELLIP H (01/10/08)  275.592  (m)                       GP(       ) 3 1
 DK3345  NAVD 88 (01/10/08)  303.05   (m)          994.3    (f) LEVELING    3  
 DK3345
 DK3345.Superseded values are not recommended for survey control.
 DK3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3345.See file dsdata.txt to determine how the superseded data were derived.
 DK3345
 DK3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2240653651(NAD 83)
 DK3345
 DK3345_MARKER: DB = BENCH MARK DISK
 DK3345_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK3345_STAMPING: 1001 B 1964
 DK3345_MARK LOGO: MNDT  
 DK3345_PROJECTION: FLUSH
 DK3345_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3345+STABILITY: SURFACE MOTION
 DK3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3345+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 DK3345
 DK3345  HISTORY     - Date     Condition        Report By
 DK3345  HISTORY     - 1964     MONUMENTED       MNDT
 DK3345  HISTORY     - 20031018 GOOD             MNDT
 DK3345
 DK3345                          STATION DESCRIPTION
 DK3345
 DK3345'DESCRIBED BY MN DEPT OF TRANSP 1964
 DK3345'0.5 MILE WEST OF HAMBURG, IN NORTHEAST QUADRANT OF JUNCTION OF TRUNK
 DK3345'HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILEPOINT 18.55, 75
 DK3345'FEET EAST OF TRUNK HIGHWAY 5, 51.5 FEET NORTH OF COUNTY ROAD 50, 1.9
 DK3345'FEET WEST-NORTHWEST OF WITNESS POST.
 DK3345
 DK3345                          STATION RECOVERY (2003)
 DK3345
 DK3345'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DK3345'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH-NORTHEAST OF GREEN
 DK3345'ISLE, 3.6 MI (5.8 KM) SOUTHWEST OF NORWOOD AND 0.6 MI (1.0 KM) WEST OF
 DK3345'HAMBURG.
 DK3345' 
 DK3345'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DK3345'(0.8 KM) WEST OF HAMBURG, IN NORTHEAST QUADRANT OF THE JUNCTION OF
 DK3345'TRUNK HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILE POINT
 DK3345'18.55, 75 FT (22.9 M) EAST OF TRUNK HIGHWAY 5, 51.5 FT (15.7 M) NORTH
 DK3345'OF COUNTY ROAD 50, 1.9 FT (0.6 M) WEST-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9754 ***********************************************************************
 DL9754  DESIGNATION -  1001 C
 DL9754  PID         -  DL9754
 DL9754  STATE/COUNTY-  MN/CARVER
 DL9754  COUNTRY     -  US
 DL9754  USGS QUAD   -  HAMBURG (1981)
 DL9754
 DL9754                         *CURRENT SURVEY CONTROL
 DL9754  ______________________________________________________________________
 DL9754* NAD 83(1986) POSITION- 44 44 47.     (N) 093 58 48.     (W)   SCALED    
 DL9754* NAVD 88 ORTHO HEIGHT -   306.138  (meters)    1004.39  (feet) ADJUSTED  
 DL9754  ______________________________________________________________________
 DL9754  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DL9754  DYNAMIC HEIGHT  -        306.108 (meters)     1004.29  (feet) COMP
 DL9754  MODELED GRAVITY -    980,511.5   (mgal)                       NAVD 88
 DL9754
 DL9754  VERT ORDER      -  SECOND    CLASS I
 DL9754
 DL9754.The horizontal coordinates were scaled from a topographic map and have
 DL9754.an estimated accuracy of +/- 6 seconds.
 DL9754.
 DL9754.The orthometric height was determined by differential leveling and
 DL9754.adjusted in September 2010.
 DL9754
 DL9754.The dynamic height is computed by dividing the NAVD 88
 DL9754.geopotential number by the normal gravity value computed on the
 DL9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9754.degrees latitude (g = 980.6199 gals.).
 DL9754
 DL9754.The modeled gravity was interpolated from observed gravity values.
 DL9754
 DL9754;                    North         East    Units  Estimated Accuracy
 DL9754;SPC MN S     -   294,050.      801,580.      MT  (+/- 180 meters Scaled)
 DL9754
 DL9754                          SUPERSEDED SURVEY CONTROL
 DL9754
 DL9754.No superseded survey control is available for this station.
 DL9754
 DL9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK224552(NAD 83)
 DL9754
 DL9754_MARKER: DB = BENCH MARK DISK
 DL9754_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL9754_STAMPING: 1001 C 1964
 DL9754_MARK LOGO: MNDT  
 DL9754_PROJECTION: FLUSH
 DL9754_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL9754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9754+STABILITY: SURFACE MOTION
 DL9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9754+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 DL9754
 DL9754  HISTORY     - Date     Condition        Report By
 DL9754  HISTORY     - 1964     MONUMENTED       MNDT
 DL9754  HISTORY     - 20031217 GOOD             MNDT
 DL9754
 DL9754                          STATION DESCRIPTION
 DL9754
 DL9754'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DL9754'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST-SOUTHEAST OF PLATO,
 DL9754'3.0 MI (4.8 KM) WEST-SOUTHWEST OF NORWOOD AND 1.1 MI (1.8 KM)
 DL9754'NORTHWEST OF HAMBURG.
 DL9754' 
 DL9754'THE MARK IS 1 MI (1.6 KM) (1.6 KM) NORTHWEST OF HAMBURG, IN NORTHEAST
 DL9754'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 5 AND EAST-WEST GRAVEL ROAD,
 DL9754'1 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DL9754'HIGHWAY 5 AND COUNTY ROAD 50, AT TRUNK HIGHWAY 5 MILE POINT 19.6, 67
 DL9754'FT (20.4 M) EAST OF TRUNK HIGHWAY 5, 44 FT (13.4 M) NORTH OF GRAVEL
 DL9754'ROAD, 17.1 FT (5.2 M) (5.2 M) NORTHWEST OF CABLE MARKER POST, 2.7 FT
 DL9754'(0.8 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9755 ***********************************************************************
 DL9755  DESIGNATION -  1001 D
 DL9755  PID         -  DL9755
 DL9755  STATE/COUNTY-  MN/CARVER
 DL9755  COUNTRY     -  US
 DL9755  USGS QUAD   -  NORWOOD (1981)
 DL9755
 DL9755                         *CURRENT SURVEY CONTROL
 DL9755  ______________________________________________________________________
 DL9755* NAD 83(1986) POSITION- 44 45 37.     (N) 093 58 47.     (W)   SCALED    
 DL9755* NAVD 88 ORTHO HEIGHT -   305.131  (meters)    1001.08  (feet) ADJUSTED  
 DL9755  ______________________________________________________________________
 DL9755  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DL9755  DYNAMIC HEIGHT  -        305.102 (meters)     1000.99  (feet) COMP
 DL9755  MODELED GRAVITY -    980,512.9   (mgal)                       NAVD 88
 DL9755
 DL9755  VERT ORDER      -  SECOND    CLASS I
 DL9755
 DL9755.The horizontal coordinates were scaled from a topographic map and have
 DL9755.an estimated accuracy of +/- 6 seconds.
 DL9755.
 DL9755.The orthometric height was determined by differential leveling and
 DL9755.adjusted in September 2010.
 DL9755
 DL9755.The dynamic height is computed by dividing the NAVD 88
 DL9755.geopotential number by the normal gravity value computed on the
 DL9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9755.degrees latitude (g = 980.6199 gals.).
 DL9755
 DL9755.The modeled gravity was interpolated from observed gravity values.
 DL9755
 DL9755;                    North         East    Units  Estimated Accuracy
 DL9755;SPC MN S     -   295,590.      801,610.      MT  (+/- 180 meters Scaled)
 DL9755
 DL9755                          SUPERSEDED SURVEY CONTROL
 DL9755
 DL9755.No superseded survey control is available for this station.
 DL9755
 DL9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK224567(NAD 83)
 DL9755
 DL9755_MARKER: DB = BENCH MARK DISK
 DL9755_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL9755_STAMPING: 1001 D 19
 DL9755_MARK LOGO: MNDT  
 DL9755_PROJECTION: FLUSH
 DL9755_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL9755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9755+STABILITY: SURFACE MOTION
 DL9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9755+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DL9755
 DL9755  HISTORY     - Date     Condition        Report By
 DL9755  HISTORY     - 1964     MONUMENTED       MNDT
 DL9755  HISTORY     - 20031118 GOOD             MNDT
 DL9755
 DL9755                          STATION DESCRIPTION
 DL9755
 DL9755'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DL9755'THE STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) EAST-SOUTHEAST OF PLATO,
 DL9755'2.6 MI (4.2 KM) WEST-SOUTHWEST OF NORWOOD AND 2.0 MI (3.2 KM)
 DL9755'NORTH-NORTHWEST OF HAMBURG.
 DL9755' 
 DL9755'THE MARK IS 2.0 MI (3.2 KM) (3.2 KM) NORTH-NORTHWEST OF HAMBURG, 2.0
 DL9755'MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DL9755'HIGHWAY 5 AND COUNTY ROAD 50 AT HAMBURG, AT TRUNK HIGHWAY 5 MILE POINT
 DL9755'20.50, 75 FT (22.9 M) RIGHT OF TRUNK HIGHWAY 5 AT STATION 1078+00,
 DL9755'33.6 FT (10.2 M) SOUTH OF POWER POLE, 1.4 FT (0.4 M) WEST OF A WITNESS
 DL9755'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1985 ***********************************************************************
 PP1985  DESIGNATION -  1002 AA
 PP1985  PID         -  PP1985
 PP1985  STATE/COUNTY-  MN/CARVER
 PP1985  COUNTRY     -  US
 PP1985  USGS QUAD   -  SHAKOPEE (1993)
 PP1985
 PP1985                         *CURRENT SURVEY CONTROL
 PP1985  ______________________________________________________________________
 PP1985* NAD 83(1986) POSITION- 44 51 46.     (N) 093 34 22.     (W)   SCALED    
 PP1985* NAVD 88 ORTHO HEIGHT -   291.937  (meters)     957.80  (feet) ADJUSTED  
 PP1985  ______________________________________________________________________
 PP1985  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 PP1985  DYNAMIC HEIGHT  -        291.933 (meters)      957.78  (feet) COMP
 PP1985  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 PP1985
 PP1985  VERT ORDER      -  SECOND    CLASS I
 PP1985
 PP1985.The horizontal coordinates were scaled from a topographic map and have
 PP1985.an estimated accuracy of +/- 6 seconds.
 PP1985.
 PP1985.The orthometric height was determined by differential leveling and
 PP1985.adjusted in November 1999.
 PP1985
 PP1985.The dynamic height is computed by dividing the NAVD 88
 PP1985.geopotential number by the normal gravity value computed on the
 PP1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1985.degrees latitude (g = 980.6199 gals.).
 PP1985
 PP1985.The modeled gravity was interpolated from observed gravity values.
 PP1985
 PP1985;                    North         East    Units  Estimated Accuracy
 PP1985;SPC MN S     -   307,070.      833,760.      MT  (+/- 180 meters Scaled)
 PP1985
 PP1985                          SUPERSEDED SURVEY CONTROL
 PP1985
 PP1985  NAVD 88 (06/15/91)  291.972  (m)          957.91   (f) SUPERSEDED  2 0
 PP1985  NGVD 29 (??/??/92)  291.919  (m)          957.74   (f) ADJ UNCH    2 0
 PP1985
 PP1985.Superseded values are not recommended for survey control.
 PP1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1985.See file dsdata.txt to determine how the superseded data were derived.
 PP1985
 PP1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK547678(NAD 83)
 PP1985
 PP1985_MARKER: DB = BENCH MARK DISK
 PP1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1985_STAMPING: 1002 AA 1970
 PP1985_MARK LOGO: MNDT  
 PP1985_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1985+STABILITY: SURFACE MOTION
 PP1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1985+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1992
 PP1985
 PP1985  HISTORY     - Date     Condition        Report By
 PP1985  HISTORY     - 1970     MONUMENTED       MNDT
 PP1985  HISTORY     - 1971     GOOD             MNDT
 PP1985  HISTORY     - 1983     GOOD             MNDT
 PP1985  HISTORY     - 1983     GOOD             MNDT
 PP1985  HISTORY     - 19920804 GOOD             MNDT
 PP1985  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 PP1985
 PP1985                          STATION DESCRIPTION
 PP1985
 PP1985'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1985'2.2 MI W FROM CHANHASSEN.
 PP1985'MARK IS LOCATED 2.2 MILES WEST ALONG T.H. 5 FROM THE JUNCTION OF T.H.
 PP1985'5 AND T.H. 101 IN CHANHASSEN, 1.2 MILES EAST OF T.H. 41, 175 FEET EAST
 PP1985'OF A NORTH SOUTH 3-POLE POWER LINE, 200 FEET EAST OF A RAVINE, 26 FEET
 PP1985'WEST OF A POWER POLE, 54 FEET SOUTH OF AND 3 FEET LOWER THAN THE
 PP1985'CENTERLINE OF T.H. 5 AT MILE MARKER 43.6, 1 FOOT NORTH OF A STEEL
 PP1985'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 PP1985'THE GROUND.  NW 1/4 SECTION 15, T 116N, R 23W.
 PP1985
 PP1985                          STATION RECOVERY (1983)
 PP1985
 PP1985'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1985'THE NORTHWEST QUARTER OF SECTION 15, T 116 N, R 23 W, 2.2 MILES WEST
 PP1985'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1985'CHANHASSEN, 1.2 MILES EAST OF TRUNK HIGHWAY 41, 175 FEET EAST OF A
 PP1985'NORTH-SOUTH 3 - POLE POWER LINE, 200 FEET EAST OF A RAVINE, 26 FEET
 PP1985'WEST OF A POWER POLE, 54 FEET SOUTH OF AND 3 FEET LOWER THAN THE
 PP1985'CENTERLINE OF TRUNK HIGHWAY 5 AT MILEPOINT 43.6, AND 1.0 FOOT NORTH
 PP1985'OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1985'STAMPED---1002 AA 1970---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 PP1985'CONCRETE MONUMENT THAT IS BURIED 0.3 FOOT BELOW THE SURFACE OF THE
 PP1985'GROUND.
 PP1985
 PP1985                          STATION RECOVERY (1983)
 PP1985
 PP1985'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP1985'STATION RECOVERED AS DESCRIBED.
 PP1985
 PP1985                          STATION RECOVERY (1992)
 PP1985
 PP1985'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1985'MARK IS 2.2 MI (3.5 KM) WEST OF JCT TH 5 AND TH 101 AT CHANHASSEN, 1.2
 PP1985'MI (1.9 KM) EAST OF TH 41, 52.5 FT (16.0 M) SOUTH OF TH 5, TH 5 MP
 PP1985'43.6, 200 FT (61.0 M) EAST OF RAVINE, 26.0 FT (7.9 M) WNW OF P-POLE,
 PP1985'1.0 FT (0.3 M) NORTH OF WIT POST.
 PP1985
 PP1985                          STATION RECOVERY (2002)
 PP1985
 PP1985'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1985'NEW CONSTRUCTION AT MARKER SITE, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1986 ***********************************************************************
 PP1986  DESIGNATION -  1002 AB
 PP1986  PID         -  PP1986
 PP1986  STATE/COUNTY-  MN/CARVER
 PP1986  COUNTRY     -  US
 PP1986  USGS QUAD   -  SHAKOPEE (1993)
 PP1986
 PP1986                         *CURRENT SURVEY CONTROL
 PP1986  ______________________________________________________________________
 PP1986* NAD 83(1986) POSITION- 44 51 48.     (N) 093 35 06.     (W)   SCALED    
 PP1986* NAVD 88 ORTHO HEIGHT -   291.400  (meters)     956.03  (feet) ADJUSTED  
 PP1986  ______________________________________________________________________
 PP1986  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 PP1986  DYNAMIC HEIGHT  -        291.396 (meters)      956.02  (feet) COMP
 PP1986  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 PP1986
 PP1986  VERT ORDER      -  SECOND    CLASS I
 PP1986
 PP1986.The horizontal coordinates were scaled from a topographic map and have
 PP1986.an estimated accuracy of +/- 6 seconds.
 PP1986.
 PP1986.The orthometric height was determined by differential leveling and
 PP1986.adjusted in November 1999.
 PP1986
 PP1986.The dynamic height is computed by dividing the NAVD 88
 PP1986.geopotential number by the normal gravity value computed on the
 PP1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1986.degrees latitude (g = 980.6199 gals.).
 PP1986
 PP1986.The modeled gravity was interpolated from observed gravity values.
 PP1986
 PP1986;                    North         East    Units  Estimated Accuracy
 PP1986;SPC MN S     -   307,120.      832,800.      MT  (+/- 180 meters Scaled)
 PP1986
 PP1986                          SUPERSEDED SURVEY CONTROL
 PP1986
 PP1986  NAVD 88 (06/15/91)  291.411  (m)          956.07   (f) SUPERSEDED  2 0
 PP1986  NGVD 29 (??/??/92)  291.358  (m)          955.90   (f) ADJ UNCH    2 0
 PP1986
 PP1986.Superseded values are not recommended for survey control.
 PP1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1986.See file dsdata.txt to determine how the superseded data were derived.
 PP1986
 PP1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK537679(NAD 83)
 PP1986
 PP1986_MARKER: DB = BENCH MARK DISK
 PP1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1986_STAMPING: 1002 AB 1970
 PP1986_MARK LOGO: MNDT  
 PP1986_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1986+STABILITY: SURFACE MOTION
 PP1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1986+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 PP1986
 PP1986  HISTORY     - Date     Condition        Report By
 PP1986  HISTORY     - 1970     MONUMENTED       MNDT
 PP1986  HISTORY     - 1971     GOOD             MNDT
 PP1986  HISTORY     - 1983     GOOD             MNDT
 PP1986  HISTORY     - 1983     GOOD             MNDT
 PP1986  HISTORY     - 1987     GOOD             USPSQD
 PP1986  HISTORY     - 19920727 GOOD             MNDT
 PP1986  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 PP1986  HISTORY     - 20090526 MARK NOT FOUND   MNDT
 PP1986
 PP1986                          STATION DESCRIPTION
 PP1986
 PP1986'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1986'2.8 MI W FROM CHANHASSEN.
 PP1986'MARK IS LOCATED 2.8 MILES WEST ALONG T.H. 5 FROM THE JUNCTION OF T.H.
 PP1986'5 AND T.H. 101 IN CHANHASSEN, 0.6 MILES EAST OF T.H. 41, 90 FEET EAST
 PP1986'OF A FARM ENTRANCE CENTERLINE (WITH LARGE PINE TREES ON EACH SIDE), 74
 PP1986'FEET EAST OF A 15 INCH PINE TREE, 73 FEET NORTHEAST OF THE EAST END OF
 PP1986'A CULVERT UNDER A FARM ENTRANCE, 70 FEET NORTH OF, AND 2 FEET HIGHER
 PP1986'THAN T.H. 5 CENTERLINE AT MILE MARKER 43.0, IN A 6 FOOT PRE-CAST
 PP1986'CONCRETE MONUMENT SET 4 INCHES BELOW GROUND LEVEL.  SE 1/4 SECTION 9,
 PP1986'T 116N, R 23W.
 PP1986
 PP1986                          STATION RECOVERY (1983)
 PP1986
 PP1986'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1986'THE SOUTHEAST QUARTER OF SECTION 9, T 116 N, R 23 W, 2.8 MILES WEST
 PP1986'ALONG TRUNK HIGHWAY TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK
 PP1986'HIGHWAY 101 IN CHANHASSEN, 0.6 MILE CHANHASSEN, 0.6 MILE EAST OF
 PP1986'TRUNK HIGHWAY 41, 90 FEET EAST OF THE CENTER OF A FARM ENTRANCE NORTH
 PP1986'WITH PINE TREES ON BOTH SIDES, 74 FEET EAST OF A 15 INCH DIAMETER
 PP1986'PINE TREE, 73 FEET NORTHEAST OF THE EAST END OF A CULVERT UNDER THE
 PP1986'FARM ENTRANCE , 70 FEET NORTH OF AND 2 FEET HIGHER THAN THE
 PP1986'CENTERLINE OF TRUNK HIGHWAY 5 AT MILEPOINT 43.0, AND 1.0 FOOT SOUTH
 PP1986'OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1986'STAMPED---1002 AB 1970----, IS SET IN THE TOP OF A 6 FOOT LONG
 PP1986'PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 PP1986'GROUND.
 PP1986
 PP1986                          STATION RECOVERY (1983)
 PP1986
 PP1986'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP1986'STATION RECOVERED AS DESCRIBED.
 PP1986
 PP1986                          STATION RECOVERY (1987)
 PP1986
 PP1986'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP1986'RECOVERED IN GOOD CONDITION.
 PP1986
 PP1986                          STATION RECOVERY (1992)
 PP1986
 PP1986'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1986'RECOVERED AS DESCRIBED.
 PP1986
 PP1986                          STATION RECOVERY (2002)
 PP1986
 PP1986'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1986'MARK NOT FOUND.
 PP1986
 PP1986                          STATION RECOVERY (2009)
 PP1986
 PP1986'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 PP1986'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2001 ***********************************************************************
 PP2001  DESIGNATION -  1002 AC
 PP2001  PID         -  PP2001
 PP2001  STATE/COUNTY-  MN/CARVER
 PP2001  COUNTRY     -  US
 PP2001  USGS QUAD   -  NORWOOD (1981)
 PP2001
 PP2001                         *CURRENT SURVEY CONTROL
 PP2001  ______________________________________________________________________
 PP2001* NAD 83(2007) POSITION- 44 48 21.64435(N) 093 52 45.78978(W)   ADJUSTED  
 PP2001* NAD 83(2007) ELLIP HT-   271.489 (meters)        (03/13/09)   ADJUSTED
 PP2001* NAD 83(2007) EPOCH   -  2002.00
 PP2001* NAVD 88 ORTHO HEIGHT -   298.814  (meters)     980.36  (feet) ADJUSTED  
 PP2001  ______________________________________________________________________
 PP2001  NAD 83(2007) X  -   -306,686.272 (meters)                     COMP
 PP2001  NAD 83(2007) Y  - -4,522,614.817 (meters)                     COMP
 PP2001  NAD 83(2007) Z  -  4,472,270.267 (meters)                     COMP
 PP2001  LAPLACE CORR    -          5.33  (seconds)                    DEFLEC09
 PP2001  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 PP2001  DYNAMIC HEIGHT  -        298.790 (meters)      980.28  (feet) COMP
 PP2001  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 PP2001
 PP2001  HORZ ORDER      -  FIRST
 PP2001  VERT ORDER      -  SECOND    CLASS 0
 PP2001  ELLP ORDER      -  THIRD     CLASS I
 PP2001
 PP2001.The horizontal coordinates were established by GPS observations
 PP2001.and adjusted by the National Geodetic Survey in March 2009.
 PP2001
 PP2001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP2001.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP2001
 PP2001.The horizontal coordinates are valid at the epoch date displayed above
 PP2001.which is a decimal equivalence of Year/Month/Day.
 PP2001
 PP2001.The orthometric height was determined by differential leveling and
 PP2001.adjusted in June 1991.
 PP2001
 PP2001.Photographs are available for this station.
 PP2001
 PP2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2001
 PP2001.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2001
 PP2001.The ellipsoidal height was determined by GPS observations
 PP2001.and is referenced to NAD 83.
 PP2001
 PP2001.The dynamic height is computed by dividing the NAVD 88
 PP2001.geopotential number by the normal gravity value computed on the
 PP2001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2001.degrees latitude (g = 980.6199 gals.).
 PP2001
 PP2001.The modeled gravity was interpolated from observed gravity values.
 PP2001
 PP2001. The following values were computed from the NAD 83(2007) position.
 PP2001
 PP2001;                    North         East     Units Scale Factor Converg.
 PP2001;SPC MN S     -   300,677.128   809,541.451   MT  0.99993614   +0 05 04.4
 PP2001;SPC MN S     -   986,471.54  2,655,970.58   sFT  0.99993614   +0 05 04.4
 PP2001;UTM  15      - 4,961,777.296   430,457.432   MT  0.99965947   -0 37 11.0
 PP2001
 PP2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2001!SPC MN S     -   0.99995743  x   0.99993614  =   0.99989358
 PP2001!UTM  15      -   0.99995743  x   0.99965947  =   0.99961692
 PP2001
 PP2001                          SUPERSEDED SURVEY CONTROL
 PP2001
 PP2001  NAD 83(1996)-  44 48 21.64384(N)    093 52 45.78916(W) AD(       ) 1
 PP2001  ELLIP H (01/10/08)  271.547  (m)                       GP(       ) 3 1
 PP2001  NAVD 88 (01/10/08)  298.81   (m)          980.3    (f) LEVELING    3  
 PP2001  NGVD 29 (??/??/92)  298.736  (m)          980.10   (f) ADJ UNCH    2 0
 PP2001
 PP2001.Superseded values are not recommended for survey control.
 PP2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2001.See file dsdata.txt to determine how the superseded data were derived.
 PP2001
 PP2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3045761777(NAD 83)
 PP2001
 PP2001_MARKER: DB = BENCH MARK DISK
 PP2001_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP2001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2001_STAMPING: 1002 AC 1972
 PP2001_MARK LOGO: MNHD  
 PP2001_PROJECTION: FLUSH
 PP2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2001+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 PP2001
 PP2001  HISTORY     - Date     Condition        Report By
 PP2001  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2001  HISTORY     - 1987     GOOD             USPSQD
 PP2001  HISTORY     - 20060717 GOOD             MNDT
 PP2001  HISTORY     - 20080527 GOOD             MNDT
 PP2001
 PP2001                          STATION DESCRIPTION
 PP2001
 PP2001'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2001'2.4 MI NE FROM YOUNG AMERICA.
 PP2001'MARK IS LOCATED 1.85 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF
 PP2001'TH 25 AND COUNTY ROAD 34 IN YOUNG AMERICA, THENCE, 0.7 MILES EAST
 PP2001'ALONG TH 5, 105 FEET EAST OF THE CENTERLINE OF A TOWNSHIP ROAD, 80
 PP2001'FEET NORTH OF THE CENTERLINE OF TH 5 AT MILE POINT 27.1 (STATION
 PP2001'52+30), 7 FEET SOUTHWEST OF A POWERPOLE, 1 FOOT SOUTH OF A STEEL
 PP2001'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2001'GROUND.  SE 1/4 SECTION 31, T 116, R 25.  NOTE-- THIS MARK IS ALSO 5.3
 PP2001'MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH 5 AND TH 284 IN
 PP2001'WACONIA.
 PP2001
 PP2001                          STATION RECOVERY (1987)
 PP2001
 PP2001'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHC)
 PP2001'RECOVERED IN GOOD CONDITION.
 PP2001
 PP2001                          STATION RECOVERY (2006)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PP2001'2.4 MILES NORTHEAST OF YOUNG AMERICA, 0.7 MILES EAST OF JUNCTION OF
 PP2001'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 5 MILEPOINT
 PP2001'26.9, 80 FEET NORTH OF TRUNK HIGHWAY 5, 105 FEET EAST OF ROME AVENUE,
 PP2001'7 FEET SOUTHWEST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST.
 PP2001
 PP2001                          STATION RECOVERY (2008)
 PP2001
 PP2001'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2001'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP2001'THE MARK IS 2.4 MILES NORTHEAST OF NORWOOD YOUNG AMERICA, 3.24 MILES
 PP2001'NORTHEAST ON TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND
 PP2001'COUNTY ROAD 33 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 5 MILEPOINT
 PP2001'26.9, 0.7 MILE EAST OF JUNCTION TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 25,
 PP2001'80 FEET NORTH OF TRUNK HIGHWAY 5, 77.7 FEET EAST OF ROME AVENUE, 7.0
 PP2001'FEET SOUTHWEST OF POWER POLE NUMBER 37, 4.8 FEET NORTHWEST OF CABLE
 PP2001'PEDESTAL NUMBER 72208, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2004 ***********************************************************************
 PP2004  DESIGNATION -  1002 AD
 PP2004  PID         -  PP2004
 PP2004  STATE/COUNTY-  MN/CARVER
 PP2004  COUNTRY     -  US
 PP2004  USGS QUAD   -  WACONIA (1993)
 PP2004
 PP2004                         *CURRENT SURVEY CONTROL
 PP2004  ______________________________________________________________________
 PP2004* NAD 83(2007) POSITION- 44 48 56.07910(N) 093 51 19.51831(W)   ADJUSTED  
 PP2004* NAD 83(2007) ELLIP HT-   275.219 (meters)        (02/25/11)   ADJUSTED
 PP2004* NAD 83(2007) EPOCH   -  2002.00
 PP2004* NAVD 88 ORTHO HEIGHT -   302.503  (meters)     992.46  (feet) ADJUSTED  
 PP2004  ______________________________________________________________________
 PP2004  NAD 83(2007) X  -   -304,744.439 (meters)                     COMP
 PP2004  NAD 83(2007) Y  - -4,521,997.856 (meters)                     COMP
 PP2004  NAD 83(2007) Z  -  4,473,027.034 (meters)                     COMP
 PP2004  LAPLACE CORR    -          5.82  (seconds)                    DEFLEC09
 PP2004  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PP2004  DYNAMIC HEIGHT  -        302.480 (meters)      992.39  (feet) COMP
 PP2004  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 PP2004
 PP2004  HORZ ORDER      -  FIRST
 PP2004  VERT ORDER      -  SECOND    CLASS 0
 PP2004  ELLP ORDER      -  SECOND    CLASS I
 PP2004
 PP2004.The horizontal coordinates were established by GPS observations
 PP2004.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP2004
 PP2004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP2004.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP2004
 PP2004.The horizontal coordinates are valid at the epoch date displayed above
 PP2004.which is a decimal equivalence of Year/Month/Day.
 PP2004
 PP2004.The orthometric height was determined by differential leveling and
 PP2004.adjusted in June 1991.
 PP2004
 PP2004.Photographs are available for this station.
 PP2004
 PP2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2004
 PP2004.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2004
 PP2004.The ellipsoidal height was determined by GPS observations
 PP2004.and is referenced to NAD 83.
 PP2004
 PP2004.The dynamic height is computed by dividing the NAVD 88
 PP2004.geopotential number by the normal gravity value computed on the
 PP2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2004.degrees latitude (g = 980.6199 gals.).
 PP2004
 PP2004.The modeled gravity was interpolated from observed gravity values.
 PP2004
 PP2004. The following values were computed from the NAD 83(2007) position.
 PP2004
 PP2004;                    North         East     Units Scale Factor Converg.
 PP2004;SPC MN S     -   301,743.097   811,435.321   MT  0.99993704   +0 06 04.8
 PP2004;SPC MN S     -   989,968.81  2,662,184.05   sFT  0.99993704   +0 06 04.8
 PP2004;UTM  15      - 4,962,819.615   432,363.730   MT  0.99965625   -0 36 10.6
 PP2004
 PP2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2004!SPC MN S     -   0.99995685  x   0.99993704  =   0.99989389
 PP2004!UTM  15      -   0.99995685  x   0.99965625  =   0.99961312
 PP2004
 PP2004                          SUPERSEDED SURVEY CONTROL
 PP2004
 PP2004  NAD 83(1996)-  44 48 56.07746(N)    093 51 19.51717(W) AD(       ) 3
 PP2004  NAD 83(1986)-  44 48 56.07155(N)    093 51 19.51261(W) AD(       ) 3
 PP2004  NAD 27      -  44 48 56.20951(N)    093 51 18.63377(W) AD(       ) 3
 PP2004  NAVD 88 (02/25/11)  302.50   (m)          992.5    (f) LEVELING    3  
 PP2004  NGVD 29 (??/??/92)  302.426  (m)          992.21   (f) ADJ UNCH    2 0
 PP2004
 PP2004.Superseded values are not recommended for survey control.
 PP2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2004.See file dsdata.txt to determine how the superseded data were derived.
 PP2004
 PP2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3236362819(NAD 83)
 PP2004
 PP2004_MARKER: DB = BENCH MARK DISK
 PP2004_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2004_STAMPING: 1002 AD 1972
 PP2004_MARK LOGO: MNHD  
 PP2004_PROJECTION: FLUSH
 PP2004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2004+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 PP2004
 PP2004  HISTORY     - Date     Condition        Report By
 PP2004  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2004  HISTORY     - 1987     GOOD             USPSQD
 PP2004  HISTORY     - 20080528 GOOD             MNDT
 PP2004
 PP2004                          STATION DESCRIPTION
 PP2004
 PP2004'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2004'3.8 MI SW FROM WACONIA.
 PP2004'MARK IS LOCATED 3.8 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2004'5 AND TH 284 IN WACONIA, 2 MILES NORTHEAST OF TH 25 (NORTH), 80 FEET
 PP2004'SOUTHEAST OF THE CENTERLINE OF TH 5 AT MILE POINT 28.3, 52 FEET WEST
 PP2004'OF A TELEGRAPH POLE, 45 FEET NORTH OF THE CHICAGO-NORTHWESTERN
 PP2004'RAILROAD CENTER, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP2004'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP2004'32, T 116, R 25.
 PP2004
 PP2004                          STATION RECOVERY (1987)
 PP2004
 PP2004'RECOVERY NOTE BY US POWER SQUADRON 1987 (WWD)
 PP2004'RECOVERED IN GOOD CONDITION.
 PP2004
 PP2004                          STATION RECOVERY (2008)
 PP2004
 PP2004'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2004'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP2004'THE MARK IS 4.0 MILES SOUTHWEST OF WACONIA, 3.83 MILES SOUTHWEST ALONG
 PP2004'TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 10 IN
 PP2004'WACONIA, AT TRUNK HIGHWAY 5 MILEPOINT 28.3, 3.0 MILES WEST OF COUNTY
 PP2004'ROAD 51, 0.5 MILE EAST OF 106TH AVENUE, 118 FEET NORTHWEST OF POWER
 PP2004'POLE NUMBER 491 ON SOUTH SIDE OF TRUNK HIGHWAY 5, 80.5 FEET SOUTHEAST
 PP2004'OF TRUNK HIGHWAY 5, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2006 ***********************************************************************
 PP2006  DESIGNATION -  1002 AE
 PP2006  PID         -  PP2006
 PP2006  STATE/COUNTY-  MN/CARVER
 PP2006  COUNTRY     -  US
 PP2006  USGS QUAD   -  WACONIA (1993)
 PP2006
 PP2006                         *CURRENT SURVEY CONTROL
 PP2006  ______________________________________________________________________
 PP2006* NAD 83(1986) POSITION- 44 49 26.87   (N) 093 50 10.27   (W)   HD_HELD1  
 PP2006* NAVD 88 ORTHO HEIGHT -   299.025  (meters)     981.05  (feet) ADJUSTED  
 PP2006  ______________________________________________________________________
 PP2006  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PP2006  DYNAMIC HEIGHT  -        299.004 (meters)      980.98  (feet) COMP
 PP2006  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 PP2006
 PP2006  VERT ORDER      -  SECOND    CLASS 0
 PP2006
 PP2006.The horizontal coordinates were established by differentially corrected
 PP2006.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2006.
 PP2006.The orthometric height was determined by differential leveling and
 PP2006.adjusted in June 1991.
 PP2006
 PP2006.Photographs are available for this station.
 PP2006
 PP2006.The dynamic height is computed by dividing the NAVD 88
 PP2006.geopotential number by the normal gravity value computed on the
 PP2006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2006.degrees latitude (g = 980.6199 gals.).
 PP2006
 PP2006.The modeled gravity was interpolated from observed gravity values.
 PP2006
 PP2006;                    North         East    Units  Estimated Accuracy
 PP2006;SPC MN S     -   302,696.4     812,954.8     MT  (+/- 3 meters HH1 GPS) 
 PP2006
 PP2006                          SUPERSEDED SURVEY CONTROL
 PP2006
 PP2006  NGVD 29 (??/??/92)  298.951  (m)          980.81   (f) ADJ UNCH    2 0
 PP2006
 PP2006.Superseded values are not recommended for survey control.
 PP2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2006.See file dsdata.txt to determine how the superseded data were derived.
 PP2006
 PP2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3389463753(NAD 83)
 PP2006
 PP2006_MARKER: DD = SURVEY DISK
 PP2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2006_STAMPING: 1002-AE 1972
 PP2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2006+STABILITY: SURFACE MOTION
 PP2006
 PP2006  HISTORY     - Date     Condition        Report By
 PP2006  HISTORY     - 1972     MONUMENTED       MNDT
 PP2006  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2006
 PP2006                          STATION DESCRIPTION
 PP2006
 PP2006'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2006'2.9 MI SW FROM WACONIA.
 PP2006'MARK IS LOCATED 2.9 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2006'5 AND TH 284 IN WACONIA, 0.5 MILES NORTHEAST OF COUNTY ROAD 51, 73
 PP2006'FEET NORTHWEST OF THE CENTERLINE OF TH 5 AT MILE POINT 29.4 (STATION
 PP2006'181+50), 11 FEET SOUTH OF A POWER POLE, 4 FEET SOUTH OF A FENCE, 1
 PP2006'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2006'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 28, T 116, R 25.
 PP2006
 PP2006                          STATION RECOVERY (1987)
 PP2006
 PP2006'RECOVERY NOTE BY US POWER SQUADRON 1987 (WWD)
 PP2006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2014 ***********************************************************************
 PP2014  DESIGNATION -  1002 AG
 PP2014  PID         -  PP2014
 PP2014  STATE/COUNTY-  MN/CARVER
 PP2014  COUNTRY     -  US
 PP2014  USGS QUAD   -  WACONIA (1993)
 PP2014
 PP2014                         *CURRENT SURVEY CONTROL
 PP2014  ______________________________________________________________________
 PP2014* NAD 83(1986) POSITION- 44 51 13.63   (N) 093 45 48.45   (W)   HD_HELD1  
 PP2014* NAVD 88 ORTHO HEIGHT -   295.243  (meters)     968.64  (feet) ADJUSTED  
 PP2014  ______________________________________________________________________
 PP2014  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 PP2014  DYNAMIC HEIGHT  -        295.228 (meters)      968.59  (feet) COMP
 PP2014  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 PP2014
 PP2014  VERT ORDER      -  SECOND    CLASS 0
 PP2014
 PP2014.The horizontal coordinates were established by differentially corrected
 PP2014.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2014.
 PP2014.The orthometric height was determined by differential leveling and
 PP2014.adjusted in June 1991.
 PP2014
 PP2014.Photographs are available for this station.
 PP2014
 PP2014.The dynamic height is computed by dividing the NAVD 88
 PP2014.geopotential number by the normal gravity value computed on the
 PP2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2014.degrees latitude (g = 980.6199 gals.).
 PP2014
 PP2014.The modeled gravity was interpolated from observed gravity values.
 PP2014
 PP2014;                    North         East    Units  Estimated Accuracy
 PP2014;SPC MN S     -   306,005.8     818,696.8     MT  (+/- 3 meters HH1 GPS) 
 PP2014
 PP2014                          SUPERSEDED SURVEY CONTROL
 PP2014
 PP2014  NGVD 29 (??/??/92)  295.176  (m)          968.42   (f) ADJ UNCH    2 0
 PP2014
 PP2014.Superseded values are not recommended for survey control.
 PP2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2014.See file dsdata.txt to determine how the superseded data were derived.
 PP2014
 PP2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3967466991(NAD 83)
 PP2014
 PP2014_MARKER: DD = SURVEY DISK
 PP2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2014_STAMPING: 1002-AG 1972
 PP2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2014+STABILITY: SURFACE MOTION
 PP2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2014+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP2014
 PP2014  HISTORY     - Date     Condition        Report By
 PP2014  HISTORY     - 1972     MONUMENTED       MNDT
 PP2014  HISTORY     - 20061028 GOOD             USPSQD
 PP2014
 PP2014                          STATION DESCRIPTION
 PP2014
 PP2014'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2014'1.6 MI NE FROM WACONIA.
 PP2014'MARK IS LOCATED 1.6 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2014'5 AND TH 284 IN WACONIA, 99 FEET NORTHEAST OF THE CENTER OF A FARM
 PP2014'ENTRANCE AND WEST DRIVE-IN ENTRANCE, 65 FEET NORTHWEST OF, AND 2 FEET
 PP2014'LOWER THAN THE CENTERLINE OF TH 5 AT MILE POINT 33.8 (STATION 405+55),
 PP2014'56 FEET EAST OF A POWER POLE, 51 FEET WEST OF THE CENTER OF THE EAST
 PP2014'ENTRANCE TO GORDYS DRIVE-IN AND WAYSIDE PARK, 1 FOOT SOUTH OF STEEL
 PP2014'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2014'GROUND.  SW 1/4 SECTION 18, T 116, R 24.
 PP2014
 PP2014                          STATION RECOVERY (2006)
 PP2014
 PP2014'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2014'GORDY'S DRIVE-IN IS NO LONGER HERE - IT IS NOW COUNTRY FLORAL.
 PP2014'THIS IS ON OLD HWY 5 - IN FRONT OF THE COUNTRY FLORAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2016 ***********************************************************************
 PP2016  DESIGNATION -  1002 AH
 PP2016  PID         -  PP2016
 PP2016  STATE/COUNTY-  MN/CARVER
 PP2016  COUNTRY     -  US
 PP2016  USGS QUAD   -  VICTORIA (1993)
 PP2016
 PP2016                         *CURRENT SURVEY CONTROL
 PP2016  ______________________________________________________________________
 PP2016* NAD 83(1986) POSITION- 44 51 31.75   (N) 093 44 47.58   (W)   HD_HELD1  
 PP2016* NAVD 88 ORTHO HEIGHT -   297.551  (meters)     976.22  (feet) ADJUSTED  
 PP2016  ______________________________________________________________________
 PP2016  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 PP2016  DYNAMIC HEIGHT  -        297.537 (meters)      976.17  (feet) COMP
 PP2016  MODELED GRAVITY -    980,562.6   (mgal)                       NAVD 88
 PP2016
 PP2016  VERT ORDER      -  SECOND    CLASS 0
 PP2016
 PP2016.The horizontal coordinates were established by differentially corrected
 PP2016.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2016.
 PP2016.The orthometric height was determined by differential leveling and
 PP2016.adjusted in June 1991.
 PP2016
 PP2016.Photographs are available for this station.
 PP2016
 PP2016.The dynamic height is computed by dividing the NAVD 88
 PP2016.geopotential number by the normal gravity value computed on the
 PP2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2016.degrees latitude (g = 980.6199 gals.).
 PP2016
 PP2016.The modeled gravity was interpolated from observed gravity values.
 PP2016
 PP2016;                    North         East    Units  Estimated Accuracy
 PP2016;SPC MN S     -   306,569.2     820,031.5     MT  (+/- 3 meters HH1 GPS) 
 PP2016
 PP2016                          SUPERSEDED SURVEY CONTROL
 PP2016
 PP2016  NGVD 29 (??/??/92)  297.485  (m)          976.00   (f) ADJ UNCH    2 0
 PP2016
 PP2016.Superseded values are not recommended for survey control.
 PP2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2016.See file dsdata.txt to determine how the superseded data were derived.
 PP2016
 PP2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4101667538(NAD 83)
 PP2016
 PP2016_MARKER: DD = SURVEY DISK
 PP2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2016_STAMPING: 1002-AH 1972
 PP2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2016+STABILITY: SURFACE MOTION
 PP2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2016+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP2016
 PP2016  HISTORY     - Date     Condition        Report By
 PP2016  HISTORY     - 1972     MONUMENTED       MNDT
 PP2016  HISTORY     - 20061028 GOOD             USPSQD
 PP2016
 PP2016                          STATION DESCRIPTION
 PP2016
 PP2016'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2016'2.5 MI NE FROM WACONIA.
 PP2016'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2016'5 AND TH 284 IN WACONIA, 81 FEET SOUTHEAST OF THE CENTERLINE OF TH 5
 PP2016'AT MILE POINT 34.6 (STATION 450+57), 45 FEET NORTHEAST OF THE CENTER
 PP2016'OF A TOWNSHIP ROAD, 44 FEET NORTHWEST OF THE CHICAGO-NORTHWESTERN
 PP2016'RAILROAD, 7 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL
 PP2016'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2016'GROUND.  NE 1/4 SECTION 18, T 116, R 24.
 PP2016
 PP2016                          STATION RECOVERY (2006)
 PP2016
 PP2016'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2016'.5 FEET NORTH OF THE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2020 ***********************************************************************
 PP2020  DESIGNATION -  1002 AI
 PP2020  PID         -  PP2020
 PP2020  STATE/COUNTY-  MN/CARVER
 PP2020  COUNTRY     -  US
 PP2020  USGS QUAD   -  VICTORIA (1993)
 PP2020
 PP2020                         *CURRENT SURVEY CONTROL
 PP2020  ______________________________________________________________________
 PP2020* NAD 83(2007) POSITION- 44 51 47.70324(N) 093 42 17.10670(W)   ADJUSTED  
 PP2020* NAD 83(2007) ELLIP HT-   270.951 (meters)        (02/25/11)   ADJUSTED
 PP2020* NAD 83(2007) EPOCH   -  2002.00
 PP2020* NAVD 88 ORTHO HEIGHT -   297.875  (meters)     977.28  (feet) ADJUSTED  
 PP2020  ______________________________________________________________________
 PP2020  NAD 83(2007) X  -   -292,610.381 (meters)                     COMP
 PP2020  NAD 83(2007) Y  - -4,519,052.578 (meters)                     COMP
 PP2020  NAD 83(2007) Z  -  4,476,780.836 (meters)                     COMP
 PP2020  LAPLACE CORR    -          6.65  (seconds)                    DEFLEC09
 PP2020  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PP2020  DYNAMIC HEIGHT  -        297.865 (meters)      977.25  (feet) COMP
 PP2020  MODELED GRAVITY -    980,573.4   (mgal)                       NAVD 88
 PP2020
 PP2020  HORZ ORDER      -  FIRST
 PP2020  VERT ORDER      -  SECOND    CLASS 0
 PP2020  ELLP ORDER      -  SECOND    CLASS I
 PP2020
 PP2020.The horizontal coordinates were established by GPS observations
 PP2020.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP2020
 PP2020.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP2020.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP2020
 PP2020.The horizontal coordinates are valid at the epoch date displayed above
 PP2020.which is a decimal equivalence of Year/Month/Day.
 PP2020
 PP2020.The orthometric height was determined by differential leveling and
 PP2020.adjusted in June 1991.
 PP2020
 PP2020.Photographs are available for this station.
 PP2020
 PP2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2020
 PP2020.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2020
 PP2020.The ellipsoidal height was determined by GPS observations
 PP2020.and is referenced to NAD 83.
 PP2020
 PP2020.The dynamic height is computed by dividing the NAVD 88
 PP2020.geopotential number by the normal gravity value computed on the
 PP2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2020.degrees latitude (g = 980.6199 gals.).
 PP2020
 PP2020.The modeled gravity was interpolated from observed gravity values.
 PP2020
 PP2020. The following values were computed from the NAD 83(2007) position.
 PP2020
 PP2020;                    North         East     Units Scale Factor Converg.
 PP2020;SPC MN S     -   307,072.679   823,333.284   MT  0.99994195   +0 12 25.0
 PP2020;SPC MN S     - 1,007,454.28  2,701,219.28   sFT  0.99994195   +0 12 25.0
 PP2020;UTM  15      - 4,968,001.047   444,322.798   MT  0.99963812   -0 29 49.8
 PP2020
 PP2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2020!SPC MN S     -   0.99995752  x   0.99994195  =   0.99989947
 PP2020!UTM  15      -   0.99995752  x   0.99963812  =   0.99959565
 PP2020
 PP2020                          SUPERSEDED SURVEY CONTROL
 PP2020
 PP2020  NAD 83(1996)-  44 51 47.70209(N)    093 42 17.10577(W) AD(       ) 3
 PP2020  NAD 83(1986)-  44 51 47.69629(N)    093 42 17.10180(W) AD(       ) 3
 PP2020  NAD 27      -  44 51 47.83288(N)    093 42 16.24039(W) AD(       ) 3
 PP2020  NAVD 88 (02/25/11)  297.88   (m)          977.3    (f) LEVELING    3  
 PP2020  NGVD 29 (??/??/92)  297.813  (m)          977.07   (f) ADJ UNCH    2 0
 PP2020
 PP2020.Superseded values are not recommended for survey control.
 PP2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2020.See file dsdata.txt to determine how the superseded data were derived.
 PP2020
 PP2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4432268001(NAD 83)
 PP2020
 PP2020_MARKER: DB = BENCH MARK DISK
 PP2020_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2020_STAMPING: 1002 AI 1972
 PP2020_MARK LOGO: MNHD  
 PP2020_PROJECTION: RECESSED 5 CENTIMETERS
 PP2020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2020+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2008
 PP2020
 PP2020  HISTORY     - Date     Condition        Report By
 PP2020  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2020  HISTORY     - 1987     GOOD             USPSQD
 PP2020  HISTORY     - 20061028 GOOD             USPSQD
 PP2020  HISTORY     - 20080523 GOOD             MNDT
 PP2020
 PP2020                          STATION DESCRIPTION
 PP2020
 PP2020'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2020'2.2 MI W FROM VICTORIA.
 PP2020'MARK IS LOCATED 2.2 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2020'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 116 FEET WEST OF THE CENTER OF
 PP2020'A TOWNSHIP ROAD, 66 FEET NORTH OF THE CENTERLINE OF TH 5 AT MILE POINT
 PP2020'36.7 (STATION 562+04), 31 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A
 PP2020'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP2020'WITH THE GROUND.  SE 1/4 SECTION 9, T 116, R 24.
 PP2020
 PP2020                          STATION RECOVERY (1987)
 PP2020
 PP2020'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2020'RECOVERED IN GOOD CONDITION.
 PP2020
 PP2020                          STATION RECOVERY (2006)
 PP2020
 PP2020'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2020'RECOVERED IN GOOD CONDITION.
 PP2020
 PP2020                          STATION RECOVERY (2008)
 PP2020
 PP2020'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 PP2020'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP2020'THE MARK IS 2.1 MILES WEST OF VICTORIA, 2.2 MILES WEST ON TRUNK
 PP2020'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND COUNTY ROAD 11 SOUTH
 PP2020'(SHADY OAK DRIVE), AT TRUNK HIGHWAY 5 MILEPOINT 36.7, 0.4 MILE EAST OF
 PP2020'LAKETOWN ROAD, 66 FEET NORTH OF TRUNK HIGHWAY 5, 31 FEET EAST OF POWER
 PP2020'POLE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2024 ***********************************************************************
 PP2024  DESIGNATION -  1002 AJ
 PP2024  PID         -  PP2024
 PP2024  STATE/COUNTY-  MN/CARVER
 PP2024  COUNTRY     -  US
 PP2024  USGS QUAD   -  VICTORIA (1993)
 PP2024
 PP2024                         *CURRENT SURVEY CONTROL
 PP2024  ______________________________________________________________________
 PP2024* NAD 83(1986) POSITION- 44 51 40.23   (N) 093 40 27.78   (W)   HD_HELD1  
 PP2024* NAVD 88 ORTHO HEIGHT -   288.841  (meters)     947.64  (feet) ADJUSTED  
 PP2024  ______________________________________________________________________
 PP2024  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 PP2024  DYNAMIC HEIGHT  -        288.834 (meters)      947.62  (feet) COMP
 PP2024  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 PP2024
 PP2024  VERT ORDER      -  SECOND    CLASS 0
 PP2024
 PP2024.The horizontal coordinates were established by differentially corrected
 PP2024.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2024.
 PP2024.The orthometric height was determined by differential leveling and
 PP2024.adjusted in June 1991.
 PP2024
 PP2024.Photographs are available for this station.
 PP2024
 PP2024.The dynamic height is computed by dividing the NAVD 88
 PP2024.geopotential number by the normal gravity value computed on the
 PP2024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2024.degrees latitude (g = 980.6199 gals.).
 PP2024
 PP2024.The modeled gravity was interpolated from observed gravity values.
 PP2024
 PP2024;                    North         East    Units  Estimated Accuracy
 PP2024;SPC MN S     -   306,851.1     825,734.2     MT  (+/- 3 meters HH1 GPS) 
 PP2024
 PP2024                          SUPERSEDED SURVEY CONTROL
 PP2024
 PP2024  NGVD 29 (??/??/92)  288.783  (m)          947.45   (f) ADJ UNCH    2 0
 PP2024
 PP2024.Superseded values are not recommended for survey control.
 PP2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2024.See file dsdata.txt to determine how the superseded data were derived.
 PP2024
 PP2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4672067750(NAD 83)
 PP2024
 PP2024_MARKER: DB = BENCH MARK DISK
 PP2024_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2024_SP_SET: BOX CULVERT
 PP2024_STAMPING: 1002 AJ 1972
 PP2024_MARK LOGO: MNDT  
 PP2024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2024+STABILITY: SURFACE MOTION
 PP2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2024+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 PP2024
 PP2024  HISTORY     - Date     Condition        Report By
 PP2024  HISTORY     - 1972     MONUMENTED       MNDT
 PP2024  HISTORY     - 1987     GOOD             USPSQD
 PP2024  HISTORY     - 19920929 GOOD             MNDT
 PP2024  HISTORY     - 19950829 GOOD             USPSQD
 PP2024  HISTORY     - 20021015 GOOD             USPSQD
 PP2024
 PP2024                          STATION DESCRIPTION
 PP2024
 PP2024'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2024'0.75 MI W FROM VICTORIA.
 PP2024'MARK IS LOCATED 0.75 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2024'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.1 MILES WEST OF COUNTY ROAD
 PP2024'11 (NORTH) 30 FEET SOUTH OF THE CENTERLINE OF TH 5 AT MILE POINT 38.3
 PP2024'(STATION 645+42), IN THE SOUTHEAST CORNER (HEADWALL) OF A BOX CULVERT
 PP2024'UNDER TH 5 AT SMALL CREEK.  NW 1/4 SECTION 14, T 116, R 24.
 PP2024
 PP2024                          STATION RECOVERY (1987)
 PP2024
 PP2024'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2024'RECOVERED IN GOOD CONDITION.
 PP2024
 PP2024                          STATION RECOVERY (1992)
 PP2024
 PP2024'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2024'RECOVERED AS DESCRIBED.
 PP2024
 PP2024                          STATION RECOVERY (1995)
 PP2024
 PP2024'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP2024'RECOVERED IN GOOD CONDITION.
 PP2024
 PP2024                          STATION RECOVERY (2002)
 PP2024
 PP2024'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2027 ***********************************************************************
 PP2027  DESIGNATION -  1002 AK
 PP2027  PID         -  PP2027
 PP2027  STATE/COUNTY-  MN/CARVER
 PP2027  COUNTRY     -  US
 PP2027  USGS QUAD   -  VICTORIA (1993)
 PP2027
 PP2027                         *CURRENT SURVEY CONTROL
 PP2027  ______________________________________________________________________
 PP2027* NAD 83(1986) POSITION- 44 51 35.     (N) 093 39 22.     (W)   SCALED    
 PP2027* NAVD 88 ORTHO HEIGHT -   300.034  (meters)     984.36  (feet) ADJUSTED  
 PP2027  ______________________________________________________________________
 PP2027  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 PP2027  DYNAMIC HEIGHT  -        300.027 (meters)      984.34  (feet) COMP
 PP2027  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 PP2027
 PP2027  VERT ORDER      -  SECOND    CLASS I
 PP2027
 PP2027.The horizontal coordinates were scaled from a topographic map and have
 PP2027.an estimated accuracy of +/- 6 seconds.
 PP2027.
 PP2027.The orthometric height was determined by differential leveling and
 PP2027.adjusted in November 1999.
 PP2027
 PP2027.Photographs are available for this station.
 PP2027
 PP2027.The dynamic height is computed by dividing the NAVD 88
 PP2027.geopotential number by the normal gravity value computed on the
 PP2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2027.degrees latitude (g = 980.6199 gals.).
 PP2027
 PP2027.The modeled gravity was interpolated from observed gravity values.
 PP2027
 PP2027;                    North         East    Units  Estimated Accuracy
 PP2027;SPC MN S     -   306,700.      827,180.      MT  (+/- 180 meters Scaled)
 PP2027
 PP2027                          SUPERSEDED SURVEY CONTROL
 PP2027
 PP2027  NAVD 88 (06/15/91)  300.039  (m)          984.38   (f) SUPERSEDED  2 0
 PP2027  NGVD 29 (??/??/92)  299.982  (m)          984.19   (f) ADJ UNCH    2 0
 PP2027
 PP2027.Superseded values are not recommended for survey control.
 PP2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2027.See file dsdata.txt to determine how the superseded data were derived.
 PP2027
 PP2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK481675(NAD 83)
 PP2027
 PP2027_MARKER: DB = BENCH MARK DISK
 PP2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2027_STAMPING: 1002 AK 1972
 PP2027_MARK LOGO: MNHD  
 PP2027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2027+STABILITY: SURFACE MOTION
 PP2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2027+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 PP2027
 PP2027  HISTORY     - Date     Condition        Report By
 PP2027  HISTORY     - 1972     MONUMENTED       MNDT
 PP2027  HISTORY     - 1983     GOOD             MNDT
 PP2027  HISTORY     - 1983     GOOD             MNDT
 PP2027  HISTORY     - 1987     GOOD             USPSQD
 PP2027  HISTORY     - 19910916 GOOD             USPSQD
 PP2027  HISTORY     - 19920929 GOOD             MNDT
 PP2027  HISTORY     - 20080401 MARK NOT FOUND   MNDT
 PP2027
 PP2027                          STATION DESCRIPTION
 PP2027
 PP2027'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2027'0.3 MI E FROM VICTORIA.
 PP2027'MARK IS LOCATED 0.3 MILES EAST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2027'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 65 FEET SOUTHEAST OF THE
 PP2027'CENTERLINE TH 5 AT MILE POINT 39.3, 18 FEET SOUTHWEST OF THE CENTER OF
 PP2027'A FIELD ENTRANCE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP2027'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 PP2027'13, T 116, R 24.
 PP2027
 PP2027                          STATION RECOVERY (1983)
 PP2027
 PP2027'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP2027'THE NORTHWEST QUARTER OF SECTION 13, T 116 N, R 24 W, 0.3 MILE EAST
 PP2027'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH COUNTY ROAD 11 (SOUTH)
 PP2027'IN VICTORIA, 65 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 5
 PP2027'AT MILEPOINT 39.3, 18 FEET SOUTHWEST OF THE CENTER OF A FIELD
 PP2027'ENTRANCE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST. THE MARK, A
 PP2027'STANDARD MNDT BENCH MARK DISK STAMPED---1002 AK 1972---, IS SET IN
 PP2027'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH
 PP2027'THE SURFACE OF THE GROUND.
 PP2027
 PP2027                          STATION RECOVERY (1983)
 PP2027
 PP2027'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP2027'STATION RECOVERED AS DESCRIBED.
 PP2027
 PP2027                          STATION RECOVERY (1987)
 PP2027
 PP2027'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2027'RECOVERED IN GOOD CONDITION.
 PP2027
 PP2027                          STATION RECOVERY (1991)
 PP2027
 PP2027'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2027'RECOVERED IN GOOD CONDITION.
 PP2027
 PP2027                          STATION RECOVERY (1992)
 PP2027
 PP2027'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2027'RECOVERED AS DESCRIBED.
 PP2027
 PP2027                          STATION RECOVERY (2008)
 PP2027
 PP2027'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 PP2027'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2029 ***********************************************************************
 PP2029  DESIGNATION -  1002 AL
 PP2029  PID         -  PP2029
 PP2029  STATE/COUNTY-  MN/CARVER
 PP2029  COUNTRY     -  US
 PP2029  USGS QUAD   -  VICTORIA (1993)
 PP2029
 PP2029                         *CURRENT SURVEY CONTROL
 PP2029  ______________________________________________________________________
 PP2029* NAD 83(1986) POSITION- 44 52 02.23   (N) 093 37 40.45   (W)   HD_HELD1  
 PP2029* NAVD 88 ORTHO HEIGHT -   303.577  (meters)     995.99  (feet) ADJUSTED  
 PP2029  ______________________________________________________________________
 PP2029  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PP2029  DYNAMIC HEIGHT  -        303.572 (meters)      995.97  (feet) COMP
 PP2029  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 PP2029
 PP2029  VERT ORDER      -  SECOND    CLASS I
 PP2029
 PP2029.The horizontal coordinates were established by differentially corrected
 PP2029.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2029.
 PP2029.The orthometric height was determined by differential leveling and
 PP2029.adjusted in November 1999.
 PP2029
 PP2029.Photographs are available for this station.
 PP2029
 PP2029.The dynamic height is computed by dividing the NAVD 88
 PP2029.geopotential number by the normal gravity value computed on the
 PP2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2029.degrees latitude (g = 980.6199 gals.).
 PP2029
 PP2029.The modeled gravity was interpolated from observed gravity values.
 PP2029
 PP2029;                    North         East    Units  Estimated Accuracy
 PP2029;SPC MN S     -   307,545.9     829,404.5     MT  (+/- 3 meters HH1 GPS) 
 PP2029
 PP2029                          SUPERSEDED SURVEY CONTROL
 PP2029
 PP2029  NAVD 88 (06/15/91)  303.653  (m)          996.23   (f) SUPERSEDED  2 0
 PP2029  NGVD 29 (??/??/92)  303.597  (m)          996.05   (f) ADJ UNCH    2 0
 PP2029
 PP2029.Superseded values are not recommended for survey control.
 PP2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2029.See file dsdata.txt to determine how the superseded data were derived.
 PP2029
 PP2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5039768399(NAD 83)
 PP2029
 PP2029_MARKER: DB = BENCH MARK DISK
 PP2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2029_STAMPING: 1002 AL 1972
 PP2029_MARK LOGO: MNHD  
 PP2029_PROJECTION: RECESSED 13 CENTIMETERS
 PP2029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2029+STABILITY: SURFACE MOTION
 PP2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2029+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 PP2029
 PP2029  HISTORY     - Date     Condition        Report By
 PP2029  HISTORY     - 19720401 MONUMENTED       MNHD
 PP2029  HISTORY     - 1983     GOOD             MNDT
 PP2029  HISTORY     - 1983     GOOD             MNDT
 PP2029  HISTORY     - 1987     GOOD             USPSQD
 PP2029  HISTORY     - 19910916 GOOD             USPSQD
 PP2029  HISTORY     - 19920908 GOOD             MNDT
 PP2029  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 PP2029  HISTORY     - 20100303 GOOD             MNDT
 PP2029
 PP2029                          STATION DESCRIPTION
 PP2029
 PP2029'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP2029'2.1 MI E FROM VICTORIA.
 PP2029'MARK IS LOCATED 2.1 MILES EAST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2029'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.4 MILES EAST OF COUNTY ROAD
 PP2029'13, 1.6 MILES WEST OF TH 41, 57 FEET NORTH OF THE CENTERLINE OF TH 5
 PP2029'AT MILE POINT 40.9 (STATION 781+75), 12 FEET WEST OF THEE CENTER OF A
 PP2029'FIELD ENTRANCE, 7 FEET EAST OF A POWER POLE, 1 FOOT SOUTH OF A STEEL
 PP2029'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2029'GROUND.  SE 1/4 SECTION 7, T 116, R 23.
 PP2029
 PP2029                          STATION RECOVERY (1983)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP2029'THE SOUTHEAST QUARTER OF SECTION 7, T 116 N, R 23 W, 2.1 MILES EAST
 PP2029'ALONG TRUNK HIGHWAY SOUTH FROM ITS JUNCTION WITH COUNTY ROAD 11
 PP2029'(SOUTH) IN VICTORIA, 0.45 MILE EAST OF COUNTY ROAD 13, 1.6 MILES WEST
 PP2029'OF TRUNK HIGHWAY 41, 57 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PP2029'5 AT MILEPOINT 40.95, 12 FEET WEST OF THE CENTER OF A FIELD ENTRANCE,
 PP2029'7 FEET EAST OF A POWER POLE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS
 PP2029'POST. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1002 AL
 PP2029'1972---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT
 PP2029'THAT IS BURIED 0.4 FOOT BELOW THE SURFACE OF THE GROUND.
 PP2029
 PP2029                          STATION RECOVERY (1983)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP2029'STATION RECOVERED AS DESCRIBED.
 PP2029
 PP2029                          STATION RECOVERY (1987)
 PP2029
 PP2029'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2029'RECOVERED IN GOOD CONDITION.
 PP2029
 PP2029                          STATION RECOVERY (1991)
 PP2029
 PP2029'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2029'RECOVERED IN GOOD CONDITION.
 PP2029
 PP2029                          STATION RECOVERY (1992)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2029'RECOVERED AS DESCRIBED.
 PP2029
 PP2029                          STATION RECOVERY (2002)
 PP2029
 PP2029'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2029'MARK NOT FOUND.
 PP2029
 PP2029                          STATION RECOVERY (2010)
 PP2029
 PP2029'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 PP2029'THE MARK IS IN VICTORIA.
 PP2029' 
 PP2029'2.1 MILES EAST ON TRUNK HIGHWAY 5 FROM THE JUNCTION TRUNK HIGHWAY 5
 PP2029'AND COUNTY ROAD 11 IN VICTORIA, AT TRUNK HIGHWAY 5 MILE POINT 40.90.
 PP2029' 
 PP2029'IT IS 0.45 MI (0.7 KM) EAST OF COUNTY ROAD 13, 57 FT (17.4 M) NORTH OF
 PP2029'TRUNK HIGHWAY 5, 12 FT (3.7 M) WEST OF A FIELD ENTRANCE, 7 FT (2.1 M)
 PP2029'EAST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2030 ***********************************************************************
 PP2030  DESIGNATION -  1002 AM
 PP2030  PID         -  PP2030
 PP2030  STATE/COUNTY-  MN/CARVER
 PP2030  COUNTRY     -  US
 PP2030  USGS QUAD   -  SHAKOPEE (1993)
 PP2030
 PP2030                         *CURRENT SURVEY CONTROL
 PP2030  ______________________________________________________________________
 PP2030* NAD 83(1986) POSITION- 44 51 56.     (N) 093 36 55.     (W)   SCALED    
 PP2030* NAVD 88 ORTHO HEIGHT -   291.455  (meters)     956.22  (feet) ADJUSTED  
 PP2030  ______________________________________________________________________
 PP2030  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 PP2030  DYNAMIC HEIGHT  -        291.450 (meters)      956.20  (feet) COMP
 PP2030  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 PP2030
 PP2030  VERT ORDER      -  SECOND    CLASS 0
 PP2030
 PP2030.The horizontal coordinates were scaled from a topographic map and have
 PP2030.an estimated accuracy of +/- 6 seconds.
 PP2030.
 PP2030.The orthometric height was determined by differential leveling and
 PP2030.adjusted in June 1991.
 PP2030
 PP2030.The dynamic height is computed by dividing the NAVD 88
 PP2030.geopotential number by the normal gravity value computed on the
 PP2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2030.degrees latitude (g = 980.6199 gals.).
 PP2030
 PP2030.The modeled gravity was interpolated from observed gravity values.
 PP2030
 PP2030;                    North         East    Units  Estimated Accuracy
 PP2030;SPC MN S     -   307,360.      830,400.      MT  (+/- 180 meters Scaled)
 PP2030
 PP2030                          SUPERSEDED SURVEY CONTROL
 PP2030
 PP2030  NGVD 29 (??/??/92)  291.400  (m)          956.03   (f) ADJ UNCH    2 0
 PP2030
 PP2030.Superseded values are not recommended for survey control.
 PP2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2030.See file dsdata.txt to determine how the superseded data were derived.
 PP2030
 PP2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK513681(NAD 83)
 PP2030
 PP2030_MARKER: DD = SURVEY DISK
 PP2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2030_STAMPING: 1002-AM 1972
 PP2030_MARK LOGO: MNHD  
 PP2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2030+STABILITY: SURFACE MOTION
 PP2030
 PP2030  HISTORY     - Date     Condition        Report By
 PP2030  HISTORY     - 1972     MONUMENTED       MNDT
 PP2030  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2030  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 PP2030
 PP2030                          STATION DESCRIPTION
 PP2030
 PP2030'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2030'2.5 MI NE FROM VICTORIA.
 PP2030'MARK IS LOCATED 2.55 MILES EAST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2030'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 1.1 MILES WEST OF TH 41, 0.3
 PP2030'MILES EAST OF COUNTY ROAD 15, 71 FEET NORTH OF THE CENTERLINE OF TH 5
 PP2030'AT MILE POINT 41.4 (STATION 811+10), 12 FEET EAST OF THE CENTER OF A
 PP2030'FIELD ENTRANCE, 4 FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A
 PP2030'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP2030'WITH THE GROUND.  SW 1/4 SECTION 8, T 116, R 23.
 PP2030
 PP2030                          STATION RECOVERY (1987)
 PP2030
 PP2030'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2030'MARK NOT FOUND.
 PP2030
 PP2030                          STATION RECOVERY (2008)
 PP2030
 PP2030'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 PP2030'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4163 ***********************************************************************
 AE4163  DESIGNATION -  1002 AP
 AE4163  PID         -  AE4163
 AE4163  STATE/COUNTY-  MN/CARVER
 AE4163  COUNTRY     -  US
 AE4163  USGS QUAD   -  SHAKOPEE (1993)
 AE4163
 AE4163                         *CURRENT SURVEY CONTROL
 AE4163  ______________________________________________________________________
 AE4163* NAD 83(1986) POSITION- 44 51 49.15   (N) 093 36 34.28   (W)   HD_HELD1  
 AE4163* NAVD 88 ORTHO HEIGHT -   292.058  (meters)     958.19  (feet) ADJUSTED  
 AE4163  ______________________________________________________________________
 AE4163  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 AE4163  DYNAMIC HEIGHT  -        292.053 (meters)      958.18  (feet) COMP
 AE4163  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 AE4163
 AE4163  VERT ORDER      -  SECOND    CLASS I
 AE4163
 AE4163.The horizontal coordinates were established by differentially corrected
 AE4163.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE4163.
 AE4163.The orthometric height was determined by differential leveling and
 AE4163.adjusted in November 1999.
 AE4163
 AE4163.Photographs are available for this station.
 AE4163
 AE4163.The dynamic height is computed by dividing the NAVD 88
 AE4163.geopotential number by the normal gravity value computed on the
 AE4163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4163.degrees latitude (g = 980.6199 gals.).
 AE4163
 AE4163.The modeled gravity was interpolated from observed gravity values.
 AE4163
 AE4163;                    North         East    Units  Estimated Accuracy
 AE4163;SPC MN S     -   307,148.9     830,859.0     MT  (+/- 3 meters HH1 GPS) 
 AE4163
 AE4163                          SUPERSEDED SURVEY CONTROL
 AE4163
 AE4163.No superseded survey control is available for this station.
 AE4163
 AE4163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5184667984(NAD 83)
 AE4163
 AE4163_MARKER: DV = VERTICAL CONTROL DISK
 AE4163_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4163_STAMPING: 1002 AP 1983
 AE4163_MARK LOGO: MNDT  
 AE4163_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4163+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1992
 AE4163
 AE4163  HISTORY     - Date     Condition        Report By
 AE4163  HISTORY     - 1983     MONUMENTED       MNDT
 AE4163  HISTORY     - 19920908 GOOD             MNDT
 AE4163  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE4163
 AE4163                          STATION DESCRIPTION
 AE4163
 AE4163'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE4163'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, 2.9 MILES EAST ALONG
 AE4163'TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH COUNTY ROAD 11 (SOUTH) IN
 AE4163'VICTORIA, 0.55 MILE WEST ALONG HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK
 AE4163'HIGHWAY 41 AND IS IN THE SOUTHEAST 1/4 OF SECTION 8, T116N, R23W.  THE
 AE4163'MARK IS 138 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AE4163'HIGHWAY 5 AT MILEPOINT 41.85, 45 FEET WEST OF THE CENTER OF AN
 AE4163'ENTRANCE TO THE UNIVERSITY OF MINNESOTA LANSCAPE ARBORETUM, 212 FEET
 AE4163'NORTH OF THE WEST WOOD POST FOR THE SIGN (GATI HOUSE AHEAD) AND 5.6
 AE4163'FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE4163'CONTROL MOMUMENT DISK STAMPED---1002 AP 1983---, IS FASTENED TO THE
 AE4163'TOP OF 15 FEET OF COPPER-CLAD STEEL ROD (MAGNETIC) DRIVEN TO REFUSAL.
 AE4163'THE MARK PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 AE4163
 AE4163                          STATION RECOVERY (1992)
 AE4163
 AE4163'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE4163'RECOVERED IN GOOD CONDITON. NOTE--ADDITIONS.  94.7 FT (28.9 M) SSW OF
 AE4163'A LT-POLE, 44.0 FT (13.4 M) WEST OF THE ENTRANCE TO THE ARBORETUM, AT
 AE4163'TH 5 MP 41.8. SET 50 M FLUSH.
 AE4163
 AE4163                          STATION RECOVERY (2002)
 AE4163
 AE4163'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE4163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4166 ***********************************************************************
 AE4166  DESIGNATION -  1002 AR
 AE4166  PID         -  AE4166
 AE4166  STATE/COUNTY-  MN/CARVER
 AE4166  COUNTRY     -  US
 AE4166  USGS QUAD   -  SHAKOPEE (1993)
 AE4166
 AE4166                         *CURRENT SURVEY CONTROL
 AE4166  ______________________________________________________________________
 AE4166* NAD 83(1986) POSITION- 44 51 32.83   (N) 093 32 28.40   (W)   HD_HELD1  
 AE4166* NAVD 88 ORTHO HEIGHT -   298.960  (meters)     980.84  (feet) ADJUSTED  
 AE4166  ______________________________________________________________________
 AE4166  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 AE4166  DYNAMIC HEIGHT  -        298.956 (meters)      980.82  (feet) COMP
 AE4166  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 AE4166
 AE4166  VERT ORDER      -  SECOND    CLASS I
 AE4166
 AE4166.The horizontal coordinates were established by differentially corrected
 AE4166.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE4166.
 AE4166.The orthometric height was determined by differential leveling and
 AE4166.adjusted in November 1999.
 AE4166
 AE4166.Photographs are available for this station.
 AE4166
 AE4166.The dynamic height is computed by dividing the NAVD 88
 AE4166.geopotential number by the normal gravity value computed on the
 AE4166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4166.degrees latitude (g = 980.6199 gals.).
 AE4166
 AE4166.The modeled gravity was interpolated from observed gravity values.
 AE4166
 AE4166;                    North         East    Units  Estimated Accuracy
 AE4166;SPC MN S     -   306,673.2     836,259.4     MT  (+/- 3 meters HH1 GPS) 
 AE4166
 AE4166                          SUPERSEDED SURVEY CONTROL
 AE4166
 AE4166.No superseded survey control is available for this station.
 AE4166
 AE4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5723967443(NAD 83)
 AE4166
 AE4166_MARKER: DV = VERTICAL CONTROL DISK
 AE4166_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4166_SP_SET: BRIDGE ABUTMENT
 AE4166_STAMPING: 1002 AR 1983
 AE4166_MARK LOGO: MNDT  
 AE4166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4166+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2008
 AE4166
 AE4166  HISTORY     - Date     Condition        Report By
 AE4166  HISTORY     - 19830301 MONUMENTED       MNDT
 AE4166  HISTORY     - 19921102 GOOD             MNDT
 AE4166  HISTORY     - 20021016 GOOD             USPSQD
 AE4166  HISTORY     - 20080523 GOOD             MNDT
 AE4166
 AE4166                          STATION DESCRIPTION
 AE4166
 AE4166'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE4166'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, O.5 MILE WEST ALONG
 AE4166'TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101, AT THE
 AE4166'CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD CROSSING AND IS IN
 AE4166'THE NW 1/4 OF SECTION 14, T116N, R23W.  THE MARK IS 26 FEET NORTH OF
 AE4166'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 5 AT MILEPOINT 45.25.
 AE4166'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1002 AR 1983---,
 AE4166'IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 10009
 AE4166'(HIGHWAY 5 OVER THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD).
 AE4166
 AE4166                          STATION RECOVERY (1992)
 AE4166
 AE4166'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE4166'RECOVERED AS DESCRIBED.
 AE4166
 AE4166                          STATION RECOVERY (2002)
 AE4166
 AE4166'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE4166'RECOVERED IN GOOD CONDITION.
 AE4166
 AE4166                          STATION RECOVERY (2008)
 AE4166
 AE4166'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE4166'THE STATION IS LOCATED 0.5 MI (0.8 KM) WEST-SOUTHWEST OF CHANHASSEN.
 AE4166' 
 AE4166'TO REACH THE MARK IN NORTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 5
 AE4166'BRIDGE NUMBER 10009 OVER RAILROAD, 0.5 MI (0.8 KM) WEST ON TRUNK
 AE4166'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 101.
 AE4166' 
 AE4166'IT IS 26 FT (7.9 M) NORTH OF TRUNK HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5183 ***********************************************************************
 AE5183  DESIGNATION -  1002 AS
 AE5183  PID         -  AE5183
 AE5183  STATE/COUNTY-  MN/CARVER
 AE5183  COUNTRY     -  US
 AE5183  USGS QUAD   -  SHAKOPEE (1993)
 AE5183
 AE5183                         *CURRENT SURVEY CONTROL
 AE5183  ______________________________________________________________________
 AE5183* NAD 83(1986) POSITION- 44 52 00.68   (N) 093 37 07.64   (W)   HD_HELD1  
 AE5183* NAVD 88 ORTHO HEIGHT -   297.579  (meters)     976.31  (feet) ADJUSTED  
 AE5183  ______________________________________________________________________
 AE5183  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 AE5183  DYNAMIC HEIGHT  -        297.574 (meters)      976.29  (feet) COMP
 AE5183  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 AE5183
 AE5183  VERT ORDER      -  SECOND    CLASS I
 AE5183
 AE5183.The horizontal coordinates were established by differentially corrected
 AE5183.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5183.
 AE5183.The orthometric height was determined by differential leveling and
 AE5183.adjusted in November 1999.
 AE5183
 AE5183.Photographs are available for this station.
 AE5183
 AE5183.The dynamic height is computed by dividing the NAVD 88
 AE5183.geopotential number by the normal gravity value computed on the
 AE5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5183.degrees latitude (g = 980.6199 gals.).
 AE5183
 AE5183.The modeled gravity was interpolated from observed gravity values.
 AE5183
 AE5183;                    North         East    Units  Estimated Accuracy
 AE5183;SPC MN S     -   307,501.3     830,125.0     MT  (+/- 3 meters HH1 GPS) 
 AE5183
 AE5183                          SUPERSEDED SURVEY CONTROL
 AE5183
 AE5183.No superseded survey control is available for this station.
 AE5183
 AE5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5111768346(NAD 83)
 AE5183
 AE5183_MARKER: DV = VERTICAL CONTROL DISK
 AE5183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5183_STAMPING: 1002 AS 1992
 AE5183_MARK LOGO: MNDT  
 AE5183_PROJECTION: RECESSED 3 CENTIMETERS
 AE5183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5183+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5183_ROD/PIPE-DEPTH:  8.5 meters
 AE5183
 AE5183  HISTORY     - Date     Condition        Report By
 AE5183  HISTORY     - 1992     MONUMENTED       MNDT
 AE5183  HISTORY     - 20021010 GOOD             USPSQD
 AE5183
 AE5183                          STATION DESCRIPTION
 AE5183
 AE5183'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5183'2.5 MI (4.0 KM) EAST OF VICTORIA, 1.15 MI (1.85 KM) WEST ALONG TH 5
 AE5183'FROM THE JCT OF TH 5 AND TH 41, AT TH 5 MP 41.3, 67.0 FT (20.4 M) NNW
 AE5183'OF TH 5, 25.5 FT (7.8 M) ENE OF LONE CEDAR CIRCLE, 2.1 FT (0.6 M) ESE
 AE5183'OF A P-POLE, 1.0 FT (0.3 M) EAST OF A WIT POST.
 AE5183
 AE5183                          STATION RECOVERY (2002)
 AE5183
 AE5183'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5183'MARKER INSIDE 6 INCH PVC PIPE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5184 ***********************************************************************
 AE5184  DESIGNATION -  1002 AT
 AE5184  PID         -  AE5184
 AE5184  STATE/COUNTY-  MN/CARVER
 AE5184  COUNTRY     -  US
 AE5184  USGS QUAD   -  VICTORIA (1993)
 AE5184
 AE5184                         *CURRENT SURVEY CONTROL
 AE5184  ______________________________________________________________________
 AE5184* NAD 83(1986) POSITION- 44 52 00.66   (N) 093 38 53.35   (W)   HD_HELD1  
 AE5184* NAVD 88 ORTHO HEIGHT -   303.231  (meters)     994.85  (feet) ADJUSTED  
 AE5184  ______________________________________________________________________
 AE5184  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AE5184  DYNAMIC HEIGHT  -        303.224 (meters)      994.83  (feet) COMP
 AE5184  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 AE5184
 AE5184  VERT ORDER      -  SECOND    CLASS I
 AE5184
 AE5184.The horizontal coordinates were established by differentially corrected
 AE5184.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5184.
 AE5184.The orthometric height was determined by differential leveling and
 AE5184.adjusted in November 1999.
 AE5184
 AE5184.Photographs are available for this station.
 AE5184
 AE5184.The dynamic height is computed by dividing the NAVD 88
 AE5184.geopotential number by the normal gravity value computed on the
 AE5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5184.degrees latitude (g = 980.6199 gals.).
 AE5184
 AE5184.The modeled gravity was interpolated from observed gravity values.
 AE5184
 AE5184;                    North         East    Units  Estimated Accuracy
 AE5184;SPC MN S     -   307,490.3     827,804.5     MT  (+/- 3 meters HH1 GPS) 
 AE5184
 AE5184                          SUPERSEDED SURVEY CONTROL
 AE5184
 AE5184.No superseded survey control is available for this station.
 AE5184
 AE5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4879768363(NAD 83)
 AE5184
 AE5184_MARKER: DV = VERTICAL CONTROL DISK
 AE5184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5184_STAMPING: 1002 AT 1992
 AE5184_MARK LOGO: MNDT  
 AE5184_PROJECTION: FLUSH
 AE5184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5184+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5184_ROD/PIPE-DEPTH:  9.1 meters
 AE5184
 AE5184  HISTORY     - Date     Condition        Report By
 AE5184  HISTORY     - 1992     MONUMENTED       MNDT
 AE5184  HISTORY     - 20021009 GOOD             USPSQD
 AE5184
 AE5184                          STATION DESCRIPTION
 AE5184
 AE5184'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5184'0.6 MI (1.0 KM) NE OF VICTORIA, 2.65 MI (4.26 KM) WEST ALONG TH 5 FROM
 AE5184'THE JCT OF TH 5 AND TH 41, AT TH 5 MP 39.8, 74.0 FT (22.6 M) NW OF TH
 AE5184'5, 1.2 FT (0.4 M) SE OF A R/W POST , 1.0 FT (0.3 M) SE OF A WIT POST.
 AE5184
 AE5184                          STATION RECOVERY (2002)
 AE5184
 AE5184'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5188 ***********************************************************************
 AE5188  DESIGNATION -  1002 AV
 AE5188  PID         -  AE5188
 AE5188  STATE/COUNTY-  MN/CARVER
 AE5188  COUNTRY     -  US
 AE5188  USGS QUAD   -  SHAKOPEE (1993)
 AE5188
 AE5188                         *CURRENT SURVEY CONTROL
 AE5188  ______________________________________________________________________
 AE5188* NAD 83(1986) POSITION- 44 51 44.35   (N) 093 31 17.80   (W)   HD_HELD1  
 AE5188* NAVD 88 ORTHO HEIGHT -   285.206  (meters)     935.71  (feet) ADJUSTED  
 AE5188  ______________________________________________________________________
 AE5188  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 AE5188  DYNAMIC HEIGHT  -        285.200 (meters)      935.69  (feet) COMP
 AE5188  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 AE5188
 AE5188  VERT ORDER      -  SECOND    CLASS I
 AE5188
 AE5188.The horizontal coordinates were established by differentially corrected
 AE5188.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5188.
 AE5188.The orthometric height was determined by differential leveling and
 AE5188.adjusted in November 1999.
 AE5188
 AE5188.Photographs are available for this station.
 AE5188
 AE5188.The dynamic height is computed by dividing the NAVD 88
 AE5188.geopotential number by the normal gravity value computed on the
 AE5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5188.degrees latitude (g = 980.6199 gals.).
 AE5188
 AE5188.The modeled gravity was interpolated from observed gravity values.
 AE5188
 AE5188;                    North         East    Units  Estimated Accuracy
 AE5188;SPC MN S     -   307,037.7     837,807.3     MT  (+/- 3 meters HH1 GPS) 
 AE5188
 AE5188                          SUPERSEDED SURVEY CONTROL
 AE5188
 AE5188.No superseded survey control is available for this station.
 AE5188
 AE5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5879067788(NAD 83)
 AE5188
 AE5188_MARKER: DV = VERTICAL CONTROL DISK
 AE5188_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5188_STAMPING: 1002 AV 1992
 AE5188_MARK LOGO: MNDT  
 AE5188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5188+STABILITY: SURFACE MOTION
 AE5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5188+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2003
 AE5188
 AE5188  HISTORY     - Date     Condition        Report By
 AE5188  HISTORY     - 1992     MONUMENTED       MNDT
 AE5188  HISTORY     - 20030725 GOOD             USPSQD
 AE5188
 AE5188                          STATION DESCRIPTION
 AE5188
 AE5188'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5188'0.5 MI (0.8 KM) EAST OF CHANHASSEN, 0.5 MI (0.8 KM) EAST ALONG TH 5
 AE5188'FROM THE JCT OF TH 5 AND TH 101, AT TH 5 MP 46.2, 55.5 FT (16.9 M)
 AE5188'NORTH OF WB TH 5, 26.5 FT (8.1 M) SOUTH OF A FRONTAGE RD, 3.2 FT (1.0
 AE5188'M) SOUTH OF HIGH TENSION POLE NO 30.
 AE5188
 AE5188                          STATION RECOVERY (2003)
 AE5188
 AE5188'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5188'UNDER A LOT OF VINES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5187 ***********************************************************************
 AE5187  DESIGNATION -  1002 AW
 AE5187  PID         -  AE5187
 AE5187  STATE/COUNTY-  MN/CARVER
 AE5187  COUNTRY     -  US
 AE5187  USGS QUAD   -  SHAKOPEE (1993)
 AE5187
 AE5187                         *CURRENT SURVEY CONTROL
 AE5187  ______________________________________________________________________
 AE5187* NAD 83(1986) POSITION- 44 51 32.81   (N) 093 32 27.85   (W)   HD_HELD1  
 AE5187* NAVD 88 ORTHO HEIGHT -   300.661  (meters)     986.42  (feet) ADJUSTED  
 AE5187  ______________________________________________________________________
 AE5187  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 AE5187  DYNAMIC HEIGHT  -        300.656 (meters)      986.40  (feet) COMP
 AE5187  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 AE5187
 AE5187  VERT ORDER      -  SECOND    CLASS I
 AE5187
 AE5187.The horizontal coordinates were established by differentially corrected
 AE5187.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5187.
 AE5187.The orthometric height was determined by differential leveling and
 AE5187.adjusted in November 1999.
 AE5187
 AE5187.Photographs are available for this station.
 AE5187
 AE5187.The dynamic height is computed by dividing the NAVD 88
 AE5187.geopotential number by the normal gravity value computed on the
 AE5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5187.degrees latitude (g = 980.6199 gals.).
 AE5187
 AE5187.The modeled gravity was interpolated from observed gravity values.
 AE5187
 AE5187;                    North         East    Units  Estimated Accuracy
 AE5187;SPC MN S     -   306,672.6     836,271.5     MT  (+/- 3 meters HH1 GPS) 
 AE5187
 AE5187                          SUPERSEDED SURVEY CONTROL
 AE5187
 AE5187.No superseded survey control is available for this station.
 AE5187
 AE5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5725167442(NAD 83)
 AE5187
 AE5187_MARKER: DV = VERTICAL CONTROL DISK
 AE5187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE5187_SP_SET: BRIDGE RAILING
 AE5187_STAMPING: 1002 AW 1992
 AE5187_MARK LOGO: MNDT  
 AE5187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5187+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2008
 AE5187
 AE5187  HISTORY     - Date     Condition        Report By
 AE5187  HISTORY     - 1992     MONUMENTED       MNDT
 AE5187  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 AE5187  HISTORY     - 20080523 GOOD             MNDT
 AE5187
 AE5187                          STATION DESCRIPTION
 AE5187
 AE5187'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5187'0.5 MI (0.8 KM) SW OF CHANHASSEN, 0.5 MI (0.8 KM) WEST ALONG TH 5 FROM
 AE5187'THE JCT OF TH 5 AND TH 101, AT TH 5 MP 45.2, 18.5 FT (5.6 M) SOUTH OF
 AE5187'WB TH 5, 4.1 FT (1.2 M) WEST OF THE EAST END OF A BRDG RAILING.
 AE5187
 AE5187                          STATION RECOVERY (2002)
 AE5187
 AE5187'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5187'MARK NOT FOUND.
 AE5187
 AE5187                          STATION RECOVERY (2008)
 AE5187
 AE5187'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2000 ***********************************************************************
 PP2000  DESIGNATION -  1002 B
 PP2000  PID         -  PP2000
 PP2000  STATE/COUNTY-  MN/CARVER
 PP2000  COUNTRY     -  US
 PP2000  USGS QUAD   -  NORWOOD (1981)
 PP2000
 PP2000                         *CURRENT SURVEY CONTROL
 PP2000  ______________________________________________________________________
 PP2000* NAD 83(1986) POSITION- 44 48 07.48   (N) 093 53 18.99   (W)   HD_HELD1  
 PP2000* NAVD 88 ORTHO HEIGHT -   295.542  (meters)     969.62  (feet) ADJUSTED  
 PP2000  ______________________________________________________________________
 PP2000  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PP2000  DYNAMIC HEIGHT  -        295.518 (meters)      969.55  (feet) COMP
 PP2000  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 PP2000
 PP2000  VERT ORDER      -  SECOND    CLASS 0
 PP2000
 PP2000.The horizontal coordinates were established by differentially corrected
 PP2000.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2000.
 PP2000.The orthometric height was determined by differential leveling and
 PP2000.adjusted in June 1991.
 PP2000
 PP2000.Photographs are available for this station.
 PP2000
 PP2000.The dynamic height is computed by dividing the NAVD 88
 PP2000.geopotential number by the normal gravity value computed on the
 PP2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2000.degrees latitude (g = 980.6199 gals.).
 PP2000
 PP2000.The modeled gravity was interpolated from observed gravity values.
 PP2000
 PP2000;                    North         East    Units  Estimated Accuracy
 PP2000;SPC MN S     -   300,238.9     808,812.5     MT  (+/- 3 meters HH1 GPS) 
 PP2000
 PP2000                          SUPERSEDED SURVEY CONTROL
 PP2000
 PP2000  NGVD 29 (??/??/92)  295.463  (m)          969.36   (f) ADJ UNCH    2 0
 PP2000
 PP2000.Superseded values are not recommended for survey control.
 PP2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2000.See file dsdata.txt to determine how the superseded data were derived.
 PP2000
 PP2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2972361348(NAD 83)
 PP2000
 PP2000_MARKER: DB = BENCH MARK DISK
 PP2000_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2000_SP_SET: BOX CULVERT
 PP2000_STAMPING: 1002 B 1949
 PP2000_MARK LOGO: MNHD  
 PP2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2000+STABILITY: SURFACE MOTION
 PP2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2000+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 PP2000
 PP2000  HISTORY     - Date     Condition        Report By
 PP2000  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2000  HISTORY     - 1972     GOOD             MNDT
 PP2000  HISTORY     - 1987     POOR             USPSQD
 PP2000  HISTORY     - 20080527 GOOD             MNDT
 PP2000
 PP2000                          STATION DESCRIPTION
 PP2000
 PP2000'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2000'2.0 MI NE FROM YOUNG AMERICA.
 PP2000'MARK IS LOCATED 1.85 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF
 PP2000'TH 5 AND COUNTY ROAD 34 IN YOUNG AMERICA, THENCE, 0.2 MILES EAST ALONG
 PP2000'TH 5, 22 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH 5 AT
 PP2000'MILE POINT 26.4 (STATION 24+35), IN THE SOUTHEAST CORNER (HEADWALL) OF
 PP2000'A BOX CULVERT UNDER TH 5 AT A SMALL CREEK.  NW 1/4 SECTION 6, T 115, R
 PP2000'25.
 PP2000
 PP2000                          STATION RECOVERY (1987)
 PP2000
 PP2000'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP2000'MARK RECOVERED IN POOR CONDITION.
 PP2000
 PP2000                          STATION RECOVERY (2008)
 PP2000
 PP2000'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2000'THE STATION IS LOCATED 1.9 MI (3.1 KM) NORTHEAST OF NORWOOD YOUNG
 PP2000'AMERICA.
 PP2000' 
 PP2000'1.99 MI (3.2 KM) NORTHEAST ON TRUNK HIGHWAY 5 FROM THE JUNCTION OF
 PP2000'TRUNK HIGHWAY 5 AND COUNTY ROAD 34 IN NORWOOD YOUNG AMERICA, AT TRUNK
 PP2000'HIGHWAY 5 MILE POINT 26.4, AT SALEM AVENUE IN SOUTHEAST HEADWALL OF
 PP2000'TRUNK HIGHWAY 5 BOX CULVERT AT SMALL CREEK.
 PP2000' 
 PP2000'IT IS 730 FT (222.5 M) NORTH-NORTHEAST OF THE JUNCTION TRUNK HIGHWAY
 PP2000'25 AND TRUNK HIGHWAY 5, 22 FT (6.7 M) SOUTH OF TRUNK HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2002 ***********************************************************************
 PP2002  DESIGNATION -  1002 D
 PP2002  PID         -  PP2002
 PP2002  STATE/COUNTY-  MN/CARVER
 PP2002  COUNTRY     -  US
 PP2002  USGS QUAD   -  WACONIA (1993)
 PP2002
 PP2002                         *CURRENT SURVEY CONTROL
 PP2002  ______________________________________________________________________
 PP2002* NAD 83(1986) POSITION- 44 48 28.53   (N) 093 52 26.01   (W)   HD_HELD1  
 PP2002* NAVD 88 ORTHO HEIGHT -   294.409  (meters)     965.91  (feet) ADJUSTED  
 PP2002  ______________________________________________________________________
 PP2002  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 PP2002  DYNAMIC HEIGHT  -        294.386 (meters)      965.83  (feet) COMP
 PP2002  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 PP2002
 PP2002  VERT ORDER      -  SECOND    CLASS 0
 PP2002
 PP2002.The horizontal coordinates were established by differentially corrected
 PP2002.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2002.
 PP2002.The orthometric height was determined by differential leveling and
 PP2002.adjusted in June 1991.
 PP2002
 PP2002.Photographs are available for this station.
 PP2002
 PP2002.The dynamic height is computed by dividing the NAVD 88
 PP2002.geopotential number by the normal gravity value computed on the
 PP2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2002.degrees latitude (g = 980.6199 gals.).
 PP2002
 PP2002.The modeled gravity was interpolated from observed gravity values.
 PP2002
 PP2002;                    North         East    Units  Estimated Accuracy
 PP2002;SPC MN S     -   300,890.3     809,975.8     MT  (+/- 3 meters HH1 GPS) 
 PP2002
 PP2002                          SUPERSEDED SURVEY CONTROL
 PP2002
 PP2002  NGVD 29 (??/??/92)  294.331  (m)          965.65   (f) ADJ UNCH    2 0
 PP2002
 PP2002.Superseded values are not recommended for survey control.
 PP2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2002.See file dsdata.txt to determine how the superseded data were derived.
 PP2002
 PP2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3089461985(NAD 83)
 PP2002
 PP2002_MARKER: DD = SURVEY DISK
 PP2002_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2002_SP_SET: CULVERT
 PP2002_STAMPING: 1002-D 1949
 PP2002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2002
 PP2002  HISTORY     - Date     Condition        Report By
 PP2002  HISTORY     - 1949     MONUMENTED       MNDT
 PP2002  HISTORY     - 1972     GOOD             MNDT
 PP2002  HISTORY     - 1987     GOOD             USPSQD
 PP2002
 PP2002                          STATION DESCRIPTION
 PP2002
 PP2002'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2002'4.8 MI SW FROM WACONIA.
 PP2002'MARK IS LOCATED 4.8 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2002'5 AND TH 284 IN WACONIA, 1.25 MILES NORTHEAST OF TH 25 (NORTH) 47 FEET
 PP2002'SOUTHEAST OF THE CENTERLINE OF TH 5 AT MILE POINT 27.3, IN THE
 PP2002'SOUTHEAST CORNER (HEADWALL) OF A BOX CULVERT UNDER TH 5 A A CREEK
 PP2002'BETWEEN RICE LAKE AND HYDES LAKE.  SE 1/4 SECTION 31, T 116, R 25.
 PP2002
 PP2002                          STATION RECOVERY (1987)
 PP2002
 PP2002'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2003 ***********************************************************************
 PP2003  DESIGNATION -  1002 E
 PP2003  PID         -  PP2003
 PP2003  STATE/COUNTY-  MN/CARVER
 PP2003  COUNTRY     -  US
 PP2003  USGS QUAD   -  WACONIA (1993)
 PP2003
 PP2003                         *CURRENT SURVEY CONTROL
 PP2003  ______________________________________________________________________
 PP2003* NAD 83(1986) POSITION- 44 48 42.71   (N) 093 51 51.24   (W)   HD_HELD1  
 PP2003* NAVD 88 ORTHO HEIGHT -   307.887  (meters)    1010.13  (feet) ADJUSTED  
 PP2003  ______________________________________________________________________
 PP2003  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PP2003  DYNAMIC HEIGHT  -        307.864 (meters)     1010.05  (feet) COMP
 PP2003  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 PP2003
 PP2003  VERT ORDER      -  SECOND    CLASS 0
 PP2003
 PP2003.The horizontal coordinates were established by differentially corrected
 PP2003.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2003.
 PP2003.The orthometric height was determined by differential leveling and
 PP2003.adjusted in June 1991.
 PP2003
 PP2003.Photographs are available for this station.
 PP2003
 PP2003.The dynamic height is computed by dividing the NAVD 88
 PP2003.geopotential number by the normal gravity value computed on the
 PP2003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2003.degrees latitude (g = 980.6199 gals.).
 PP2003
 PP2003.The modeled gravity was interpolated from observed gravity values.
 PP2003
 PP2003;                    North         East    Units  Estimated Accuracy
 PP2003;SPC MN S     -   301,329.2     810,739.1     MT  (+/- 3 meters HH1 GPS) 
 PP2003
 PP2003                          SUPERSEDED SURVEY CONTROL
 PP2003
 PP2003  NGVD 29 (??/??/92)  307.810  (m)         1009.87   (f) ADJ UNCH    2 0
 PP2003
 PP2003.Superseded values are not recommended for survey control.
 PP2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2003.See file dsdata.txt to determine how the superseded data were derived.
 PP2003
 PP2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3166262414(NAD 83)
 PP2003
 PP2003_MARKER: DD = SURVEY DISK
 PP2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2003_STAMPING: 1002-E 1949
 PP2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2003+STABILITY: SURFACE MOTION
 PP2003
 PP2003  HISTORY     - Date     Condition        Report By
 PP2003  HISTORY     - 1949     MONUMENTED       MNDT
 PP2003  HISTORY     - 1972     GOOD             MNDT
 PP2003  HISTORY     - 1987     GOOD             USPSQD
 PP2003
 PP2003                          STATION DESCRIPTION
 PP2003
 PP2003'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2003'4.3 MI SW FROM WACONIA.
 PP2003'MARK IS LOCATED 4.3 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2003'5 AND TH 284 IN WACONIA, 1.5 MILES NORTHEAST OF TH 25 (NORTH), 75 FEET
 PP2003'SOUTHEAST OF THE CENTERLINE OF TH 5 AT MILE POINT 27.8, 41 FEET NORTH
 PP2003'OF THE CHICAGO-NORTHWESTERN RAILROAD, 8 FEET WEST OF A TELEPHONE POLE,
 PP2003'1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2003'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 32, T 116, R 25.
 PP2003
 PP2003                          STATION RECOVERY (1987)
 PP2003
 PP2003'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP2003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2007 ***********************************************************************
 PP2007  DESIGNATION -  1002 G
 PP2007  PID         -  PP2007
 PP2007  STATE/COUNTY-  MN/CARVER
 PP2007  COUNTRY     -  US
 PP2007  USGS QUAD   -  WACONIA (1993)
 PP2007
 PP2007                         *CURRENT SURVEY CONTROL
 PP2007  ______________________________________________________________________
 PP2007* NAD 83(1986) POSITION- 44 49 43.65   (N) 093 49 25.90   (W)   HD_HELD1  
 PP2007* NAVD 88 ORTHO HEIGHT -   299.712  (meters)     983.31  (feet) ADJUSTED  
 PP2007  ______________________________________________________________________
 PP2007  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 PP2007  DYNAMIC HEIGHT  -        299.693 (meters)      983.24  (feet) COMP
 PP2007  MODELED GRAVITY -    980,542.5   (mgal)                       NAVD 88
 PP2007
 PP2007  VERT ORDER      -  SECOND    CLASS 0
 PP2007
 PP2007.The horizontal coordinates were established by differentially corrected
 PP2007.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2007.
 PP2007.The orthometric height was determined by differential leveling and
 PP2007.adjusted in June 1991.
 PP2007
 PP2007.Photographs are available for this station.
 PP2007
 PP2007.The dynamic height is computed by dividing the NAVD 88
 PP2007.geopotential number by the normal gravity value computed on the
 PP2007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2007.degrees latitude (g = 980.6199 gals.).
 PP2007
 PP2007.The modeled gravity was interpolated from observed gravity values.
 PP2007
 PP2007;                    North         East    Units  Estimated Accuracy
 PP2007;SPC MN S     -   303,216.4     813,928.4     MT  (+/- 3 meters HH1 GPS) 
 PP2007
 PP2007                          SUPERSEDED SURVEY CONTROL
 PP2007
 PP2007  NGVD 29 (??/??/92)  299.639  (m)          983.07   (f) ADJ UNCH    2 0
 PP2007
 PP2007.Superseded values are not recommended for survey control.
 PP2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2007.See file dsdata.txt to determine how the superseded data were derived.
 PP2007
 PP2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3487464261(NAD 83)
 PP2007
 PP2007_MARKER: DD = SURVEY DISK
 PP2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2007_STAMPING: 1002-G 1949
 PP2007_PROJECTION: FLUSH
 PP2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2007+STABILITY: SURFACE MOTION
 PP2007
 PP2007  HISTORY     - Date     Condition        Report By
 PP2007  HISTORY     - 1949     MONUMENTED       MNDT
 PP2007  HISTORY     - 1972     GOOD             MNDT
 PP2007  HISTORY     - 1987     GOOD             USPSQD
 PP2007
 PP2007                          STATION DESCRIPTION
 PP2007
 PP2007'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2007'2.0 MI SW FROM WACONIA.
 PP2007'MARK IS LOCATED 2 MILES SOUTHWEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2007'AND TH 284 IN WACONIA, 1.5 MILES NORTHEAST OF COUNTY ROAD 51, 109 FEET
 PP2007'WEST OF A TELEPHONE POLE, 90 FEET SOUTHEAST OF AND 2 FEET LOWER THAN
 PP2007'THE CENTERLINE OF TH 5 AT MILE POINT 30.2, 38 FEET NORTHWEST OF THE
 PP2007'CHICAGO-NORTHWESTERN RAILROAD, 23 FEET EAST OF A TELEPHONE POLE, 1
 PP2007'FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2007'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 27, T 116, R 25.
 PP2007
 PP2007                          STATION RECOVERY (1987)
 PP2007
 PP2007'RECOVERY NOTE BY US POWER SQUADRON 1987 (WWD)
 PP2007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2015 ***********************************************************************
 PP2015  DESIGNATION -  1002 L
 PP2015  PID         -  PP2015
 PP2015  STATE/COUNTY-  MN/CARVER
 PP2015  COUNTRY     -  US
 PP2015  USGS QUAD   -  WACONIA (1993)
 PP2015
 PP2015                         *CURRENT SURVEY CONTROL
 PP2015  ______________________________________________________________________
 PP2015* NAD 83(1986) POSITION- 44 51 22.     (N) 093 45 18.     (W)   SCALED    
 PP2015* NAVD 88 ORTHO HEIGHT -   294.741  (meters)     967.00  (feet) ADJUSTED  
 PP2015  ______________________________________________________________________
 PP2015  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 PP2015  DYNAMIC HEIGHT  -        294.726 (meters)      966.95  (feet) COMP
 PP2015  MODELED GRAVITY -    980,560.8   (mgal)                       NAVD 88
 PP2015
 PP2015  VERT ORDER      -  SECOND    CLASS 0
 PP2015
 PP2015.The horizontal coordinates were scaled from a topographic map and have
 PP2015.an estimated accuracy of +/- 6 seconds.
 PP2015.
 PP2015.The orthometric height was determined by differential leveling and
 PP2015.adjusted in June 1991.
 PP2015
 PP2015.Photographs are available for this station.
 PP2015
 PP2015.The dynamic height is computed by dividing the NAVD 88
 PP2015.geopotential number by the normal gravity value computed on the
 PP2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2015.degrees latitude (g = 980.6199 gals.).
 PP2015
 PP2015.The modeled gravity was interpolated from observed gravity values.
 PP2015
 PP2015;                    North         East    Units  Estimated Accuracy
 PP2015;SPC MN S     -   306,270.      819,370.      MT  (+/- 180 meters Scaled)
 PP2015
 PP2015                          SUPERSEDED SURVEY CONTROL
 PP2015
 PP2015  NGVD 29 (??/??/92)  294.674  (m)          966.78   (f) ADJ UNCH    2 0
 PP2015
 PP2015.Superseded values are not recommended for survey control.
 PP2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2015.See file dsdata.txt to determine how the superseded data were derived.
 PP2015
 PP2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK403672(NAD 83)
 PP2015
 PP2015_MARKER: DD = SURVEY DISK
 PP2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2015_STAMPING: 1002-L 1949
 PP2015_MARK LOGO: MNHD  
 PP2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2015+STABILITY: SURFACE MOTION
 PP2015
 PP2015  HISTORY     - Date     Condition        Report By
 PP2015  HISTORY     - 1949     MONUMENTED       MNDT
 PP2015  HISTORY     - 1972     GOOD             MNDT
 PP2015  HISTORY     - 1976     MARK NOT FOUND   USGS
 PP2015  HISTORY     - 20080408 MARK NOT FOUND   MNDT
 PP2015
 PP2015                          STATION DESCRIPTION
 PP2015
 PP2015'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2015'1.9 MI NE FROM WACONIA.
 PP2015'MARK IS LOCATED 1.9 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2015'5 AND TH 284 IN WACONIA, 95 FEET SOUTHEAST OF THE CENTERLINE OF TH 5
 PP2015'AT MILE POINT 34.2 (STATION 422+30), 30 FEET NORTHWEST OF THE CENTER
 PP2015'OF THE CHICAGO-NORTHWESTERN RAILROAD, 15 FEET EAST OF A TELEPHONE
 PP2015'POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP2015'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 18, T
 PP2015'116, R 24.
 PP2015
 PP2015                          STATION RECOVERY (1976)
 PP2015
 PP2015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PP2015'MARK NOT FOUND.
 PP2015
 PP2015                          STATION RECOVERY (2008)
 PP2015
 PP2015'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP2015'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2017 ***********************************************************************
 PP2017  DESIGNATION -  1002 M
 PP2017  PID         -  PP2017
 PP2017  STATE/COUNTY-  MN/CARVER
 PP2017  COUNTRY     -  US
 PP2017  USGS QUAD   -  VICTORIA (1993)
 PP2017
 PP2017                         *CURRENT SURVEY CONTROL
 PP2017  ______________________________________________________________________
 PP2017* NAD 83(1986) POSITION- 44 51 44.84   (N) 093 44 07.97   (W)   HD_HELD1  
 PP2017* NAVD 88 ORTHO HEIGHT -   306.979  (meters)    1007.15  (feet) ADJUSTED  
 PP2017  ______________________________________________________________________
 PP2017  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 PP2017  DYNAMIC HEIGHT  -        306.966 (meters)     1007.10  (feet) COMP
 PP2017  MODELED GRAVITY -    980,565.4   (mgal)                       NAVD 88
 PP2017
 PP2017  VERT ORDER      -  SECOND    CLASS 0
 PP2017
 PP2017.The horizontal coordinates were established by differentially corrected
 PP2017.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2017.
 PP2017.The orthometric height was determined by differential leveling and
 PP2017.adjusted in June 1991.
 PP2017
 PP2017.Photographs are available for this station.
 PP2017
 PP2017.The dynamic height is computed by dividing the NAVD 88
 PP2017.geopotential number by the normal gravity value computed on the
 PP2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2017.degrees latitude (g = 980.6199 gals.).
 PP2017
 PP2017.The modeled gravity was interpolated from observed gravity values.
 PP2017
 PP2017;                    North         East    Units  Estimated Accuracy
 PP2017;SPC MN S     -   306,976.0     820,899.8     MT  (+/- 3 meters HH1 GPS) 
 PP2017
 PP2017                          SUPERSEDED SURVEY CONTROL
 PP2017
 PP2017  NGVD 29 (??/??/92)  306.914  (m)         1006.93   (f) ADJ UNCH    2 0
 PP2017
 PP2017.Superseded values are not recommended for survey control.
 PP2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2017.See file dsdata.txt to determine how the superseded data were derived.
 PP2017
 PP2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4188967934(NAD 83)
 PP2017
 PP2017_MARKER: DD = SURVEY DISK
 PP2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2017_STAMPING: 1002-M 1949
 PP2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2017+STABILITY: SURFACE MOTION
 PP2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2017+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP2017
 PP2017  HISTORY     - Date     Condition        Report By
 PP2017  HISTORY     - 1949     MONUMENTED       MNDT
 PP2017  HISTORY     - 1972     GOOD             MNDT
 PP2017  HISTORY     - 19910916 MARK NOT FOUND   USPSQD
 PP2017  HISTORY     - 20061028 GOOD             USPSQD
 PP2017
 PP2017                          STATION DESCRIPTION
 PP2017
 PP2017'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2017'3.1 MI NE FROM WACONIA.
 PP2017'MARK IS LOCATED 3.1 MILES NORTHEAST ALONG TH 5 FROM THE JUNCTION OF TH
 PP2017'5 AND TH 284 IN WACONIA, 400 FEET WEST OF A DRIVEWAY NORTH, 75 FEET
 PP2017'SOUTH OF THE CENTERLINE OF TH 5 AT MILE POINT 35.2 (STATION 482+85),
 PP2017'10 FEET WEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL WITNESS
 PP2017'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP2017'NE 1/4 SECTION 17, T 116, R 24.  NOTE-- THIS MARK IS ALSO 3.75 MILES
 PP2017'WEST ALONG TH 5 FROM THE JUNCTION OF TH 5 AND COUNTY ROAD 11 (SOUTH)
 PP2017'IN VICTORIA.
 PP2017
 PP2017                          STATION RECOVERY (1991)
 PP2017
 PP2017'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2017'MARK NOT FOUND.
 PP2017
 PP2017                          STATION RECOVERY (2006)
 PP2017
 PP2017'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2017'.3 FEET NORTH OF THE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2018 ***********************************************************************
 PP2018  DESIGNATION -  1002 N
 PP2018  PID         -  PP2018
 PP2018  STATE/COUNTY-  MN/CARVER
 PP2018  COUNTRY     -  US
 PP2018  USGS QUAD   -  VICTORIA (1993)
 PP2018
 PP2018                         *CURRENT SURVEY CONTROL
 PP2018  ______________________________________________________________________
 PP2018* NAD 83(1986) POSITION- 44 51 46.25   (N) 093 43 23.43   (W)   HD_HELD1  
 PP2018* NAVD 88 ORTHO HEIGHT -   310.042  (meters)    1017.20  (feet) ADJUSTED  
 PP2018  ______________________________________________________________________
 PP2018  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 PP2018  DYNAMIC HEIGHT  -        310.030 (meters)     1017.16  (feet) COMP
 PP2018  MODELED GRAVITY -    980,568.7   (mgal)                       NAVD 88
 PP2018
 PP2018  VERT ORDER      -  SECOND    CLASS 0
 PP2018
 PP2018.The horizontal coordinates were established by differentially corrected
 PP2018.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2018.
 PP2018.The orthometric height was determined by differential leveling and
 PP2018.adjusted in June 1991.
 PP2018
 PP2018.Photographs are available for this station.
 PP2018
 PP2018.The dynamic height is computed by dividing the NAVD 88
 PP2018.geopotential number by the normal gravity value computed on the
 PP2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2018.degrees latitude (g = 980.6199 gals.).
 PP2018
 PP2018.The modeled gravity was interpolated from observed gravity values.
 PP2018
 PP2018;                    North         East    Units  Estimated Accuracy
 PP2018;SPC MN S     -   307,022.7     821,877.5     MT  (+/- 3 meters HH1 GPS) 
 PP2018
 PP2018                          SUPERSEDED SURVEY CONTROL
 PP2018
 PP2018  NGVD 29 (??/??/92)  309.979  (m)         1016.99   (f) ADJ UNCH    2 0
 PP2018
 PP2018.Superseded values are not recommended for survey control.
 PP2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2018.See file dsdata.txt to determine how the superseded data were derived.
 PP2018
 PP2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4286667968(NAD 83)
 PP2018
 PP2018_MARKER: DD = SURVEY DISK
 PP2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2018_STAMPING: 1002-N 1949
 PP2018_PROJECTION: FLUSH
 PP2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2018+STABILITY: SURFACE MOTION
 PP2018
 PP2018  HISTORY     - Date     Condition        Report By
 PP2018  HISTORY     - 1949     MONUMENTED       MNDT
 PP2018  HISTORY     - 1972     GOOD             MNDT
 PP2018  HISTORY     - 1987     GOOD             USPSQD
 PP2018  HISTORY     - 19910916 GOOD             USPSQD
 PP2018  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2018
 PP2018                          STATION DESCRIPTION
 PP2018
 PP2018'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2018'3.2 MI W FROM VICTORIA.
 PP2018'MARK IS LOCATED 3.2 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2018'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 70 FEET NORTH OF THE
 PP2018'CENTERLINE OF TH 5 AT MILE POINT 35.8 (STATION 515), 18 FEET EAST OF
 PP2018'THE CENTER OF A TOWNSHIP ROAD, 8 FEET NORTHWEST OF A POWER POLE, 1
 PP2018'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2018'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 9, T 116, R 24.
 PP2018'NOTE-- THIS MARK IS ALSO 3.7 MILES NORTHEAST ALONG TH 5 FROM THE
 PP2018'JUNCTION OF TH 5 AND TH 284 IN WACONIA.
 PP2018
 PP2018                          STATION RECOVERY (1987)
 PP2018
 PP2018'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2018'RECOVERED IN GOOD CONDITION.
 PP2018
 PP2018                          STATION RECOVERY (1991)
 PP2018
 PP2018'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2018'RECOVERED IN GOOD CONDITION.
 PP2018
 PP2018                          STATION RECOVERY (2002)
 PP2018
 PP2018'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2018'SPOT BACKFILLED WITH DIRT FROM ROAD, LIKELY BURIED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2019 ***********************************************************************
 PP2019  DESIGNATION -  1002 O
 PP2019  PID         -  PP2019
 PP2019  STATE/COUNTY-  MN/CARVER
 PP2019  COUNTRY     -  US
 PP2019  USGS QUAD   -  VICTORIA (1993)
 PP2019
 PP2019                         *CURRENT SURVEY CONTROL
 PP2019  ______________________________________________________________________
 PP2019* NAD 83(1986) POSITION- 44 51 47.11   (N) 093 42 46.94   (W)   HD_HELD1  
 PP2019* NAVD 88 ORTHO HEIGHT -   291.410  (meters)     956.07  (feet) ADJUSTED  
 PP2019  ______________________________________________________________________
 PP2019  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2019  DYNAMIC HEIGHT  -        291.399 (meters)      956.03  (feet) COMP
 PP2019  MODELED GRAVITY -    980,571.4   (mgal)                       NAVD 88
 PP2019
 PP2019  VERT ORDER      -  SECOND    CLASS 0
 PP2019
 PP2019.The horizontal coordinates were established by differentially corrected
 PP2019.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2019.
 PP2019.The orthometric height was determined by differential leveling and
 PP2019.adjusted in June 1991.
 PP2019
 PP2019.Photographs are available for this station.
 PP2019
 PP2019.The dynamic height is computed by dividing the NAVD 88
 PP2019.geopotential number by the normal gravity value computed on the
 PP2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2019.degrees latitude (g = 980.6199 gals.).
 PP2019
 PP2019.The modeled gravity was interpolated from observed gravity values.
 PP2019
 PP2019;                    North         East    Units  Estimated Accuracy
 PP2019;SPC MN S     -   307,052.0     822,678.4     MT  (+/- 3 meters HH1 GPS) 
 PP2019
 PP2019                          SUPERSEDED SURVEY CONTROL
 PP2019
 PP2019  NGVD 29 (??/??/92)  291.347  (m)          955.86   (f) ADJ UNCH    2 0
 PP2019
 PP2019.Superseded values are not recommended for survey control.
 PP2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2019.See file dsdata.txt to determine how the superseded data were derived.
 PP2019
 PP2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4366767988(NAD 83)
 PP2019
 PP2019_MARKER: DD = SURVEY DISK
 PP2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2019_STAMPING: 1002-O 1949
 PP2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2019+STABILITY: SURFACE MOTION
 PP2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2019+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP2019
 PP2019  HISTORY     - Date     Condition        Report By
 PP2019  HISTORY     - 1949     MONUMENTED       MNDT
 PP2019  HISTORY     - 1972     GOOD             MNDT
 PP2019  HISTORY     - 1987     GOOD             USPSQD
 PP2019  HISTORY     - 19910916 GOOD             USPSQD
 PP2019  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2019  HISTORY     - 20061028 GOOD             USPSQD
 PP2019
 PP2019                          STATION DESCRIPTION
 PP2019
 PP2019'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2019'2.6 MI W FROM VICTORIA.
 PP2019'MARK IS LOCATED 2.6 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2019'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 70 FEET NORTH OF THE
 PP2019'CENTERLINE OF TH 5 AT MILE POINT 36.3, 74 FEET EAST OF A POWER POLE, 1
 PP2019'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2019'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 9, T 116, R 24.
 PP2019
 PP2019                          STATION RECOVERY (1987)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2019'RECOVERED IN GOOD CONDITION.
 PP2019
 PP2019                          STATION RECOVERY (1991)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2019'RECOVERED IN GOOD CONDITION.
 PP2019
 PP2019                          STATION RECOVERY (2002)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2019'SPOT BACKFILLED WITH DIRT FROM ROAD, LIKELY BURIED
 PP2019
 PP2019                          STATION RECOVERY (2006)
 PP2019
 PP2019'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2021 ***********************************************************************
 PP2021  DESIGNATION -  1002 P
 PP2021  PID         -  PP2021
 PP2021  STATE/COUNTY-  MN/CARVER
 PP2021  COUNTRY     -  US
 PP2021  USGS QUAD   -  VICTORIA (1993)
 PP2021
 PP2021                         *CURRENT SURVEY CONTROL
 PP2021  ______________________________________________________________________
 PP2021* NAD 83(1986) POSITION- 44 51 46.87   (N) 093 41 51.67   (W)   HD_HELD1  
 PP2021* NAVD 88 ORTHO HEIGHT -   295.982  (meters)     971.07  (feet) ADJUSTED  
 PP2021  ______________________________________________________________________
 PP2021  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PP2021  DYNAMIC HEIGHT  -        295.972 (meters)      971.03  (feet) COMP
 PP2021  MODELED GRAVITY -    980,575.3   (mgal)                       NAVD 88
 PP2021
 PP2021  VERT ORDER      -  SECOND    CLASS 0
 PP2021
 PP2021.The horizontal coordinates were established by differentially corrected
 PP2021.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2021.
 PP2021.The orthometric height was determined by differential leveling and
 PP2021.adjusted in June 1991.
 PP2021
 PP2021.Photographs are available for this station.
 PP2021
 PP2021.The dynamic height is computed by dividing the NAVD 88
 PP2021.geopotential number by the normal gravity value computed on the
 PP2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2021.degrees latitude (g = 980.6199 gals.).
 PP2021
 PP2021.The modeled gravity was interpolated from observed gravity values.
 PP2021
 PP2021;                    North         East    Units  Estimated Accuracy
 PP2021;SPC MN S     -   307,049.0     823,891.8     MT  (+/- 3 meters HH1 GPS) 
 PP2021
 PP2021                          SUPERSEDED SURVEY CONTROL
 PP2021
 PP2021  NGVD 29 (??/??/92)  295.921  (m)          970.87   (f) ADJ UNCH    2 0
 PP2021
 PP2021.Superseded values are not recommended for survey control.
 PP2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2021.See file dsdata.txt to determine how the superseded data were derived.
 PP2021
 PP2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4488067970(NAD 83)
 PP2021
 PP2021_MARKER: DD = SURVEY DISK
 PP2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2021_STAMPING: 1002-P 1949
 PP2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2021+STABILITY: SURFACE MOTION
 PP2021
 PP2021  HISTORY     - Date     Condition        Report By
 PP2021  HISTORY     - 1949     MONUMENTED       MNDT
 PP2021  HISTORY     - 1972     GOOD             MNDT
 PP2021  HISTORY     - 1987     GOOD             USPSQD
 PP2021  HISTORY     - 19910916 MARK NOT FOUND   USPSQD
 PP2021  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2021
 PP2021                          STATION DESCRIPTION
 PP2021
 PP2021'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2021'1.8 MI W FROM VICTORIA.
 PP2021'MARK IS LOCATED 1.8 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2021'AND COUNTY ROAD 11 (SOUTH) AT VICTORIA, 0.4 MILES EAST OF A TOWNSHIP
 PP2021'ROAD, 70 FEET NORTH OF THE CENTERLINE OF TH 5 AT MILE POINT 37.1
 PP2021'(STATION 581+05), 68 FEET SOUTHEAST OF A 36 INCH PINE TREE, 21 FEET
 PP2021'SOUTH OF A 30 INCH PINE TREE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN
 PP2021'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4
 PP2021'SECTION 10, T 116, R 24.
 PP2021
 PP2021                          STATION RECOVERY (1987)
 PP2021
 PP2021'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2021'RECOVERED IN GOOD CONDITION.
 PP2021
 PP2021                          STATION RECOVERY (1991)
 PP2021
 PP2021'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2021'MARK NOT FOUND.
 PP2021
 PP2021                          STATION RECOVERY (2002)
 PP2021
 PP2021'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2022 ***********************************************************************
 PP2022  DESIGNATION -  1002 Q
 PP2022  PID         -  PP2022
 PP2022  STATE/COUNTY-  MN/CARVER
 PP2022  COUNTRY     -  US
 PP2022  USGS QUAD   -  VICTORIA (1993)
 PP2022
 PP2022                         *CURRENT SURVEY CONTROL
 PP2022  ______________________________________________________________________
 PP2022* NAD 83(1986) POSITION- 44 51 33.15   (N) 093 41 08.96   (W)   HD_HELD1  
 PP2022* NAVD 88 ORTHO HEIGHT -   303.841  (meters)     996.85  (feet) ADJUSTED  
 PP2022  ______________________________________________________________________
 PP2022  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PP2022  DYNAMIC HEIGHT  -        303.832 (meters)      996.82  (feet) COMP
 PP2022  MODELED GRAVITY -    980,578.4   (mgal)                       NAVD 88
 PP2022
 PP2022  VERT ORDER      -  SECOND    CLASS 0
 PP2022
 PP2022.The horizontal coordinates were established by differentially corrected
 PP2022.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2022.
 PP2022.The orthometric height was determined by differential leveling and
 PP2022.adjusted in June 1991.
 PP2022
 PP2022.Photographs are available for this station.
 PP2022
 PP2022.The dynamic height is computed by dividing the NAVD 88
 PP2022.geopotential number by the normal gravity value computed on the
 PP2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2022.degrees latitude (g = 980.6199 gals.).
 PP2022
 PP2022.The modeled gravity was interpolated from observed gravity values.
 PP2022
 PP2022;                    North         East    Units  Estimated Accuracy
 PP2022;SPC MN S     -   306,629.0     824,831.0     MT  (+/- 3 meters HH1 GPS) 
 PP2022
 PP2022                          SUPERSEDED SURVEY CONTROL
 PP2022
 PP2022  NGVD 29 (??/??/92)  303.781  (m)          996.65   (f) ADJ UNCH    2 0
 PP2022
 PP2022.Superseded values are not recommended for survey control.
 PP2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2022.See file dsdata.txt to determine how the superseded data were derived.
 PP2022
 PP2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4581467539(NAD 83)
 PP2022
 PP2022_MARKER: DD = SURVEY DISK
 PP2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2022_STAMPING: 1002-Q 1949
 PP2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2022+STABILITY: SURFACE MOTION
 PP2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2022+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP2022
 PP2022  HISTORY     - Date     Condition        Report By
 PP2022  HISTORY     - 1949     MONUMENTED       MNDT
 PP2022  HISTORY     - 1972     GOOD             MNDT
 PP2022  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2022  HISTORY     - 19910916 MARK NOT FOUND   USPSQD
 PP2022  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2022  HISTORY     - 20061028 GOOD             USPSQD
 PP2022
 PP2022                          STATION DESCRIPTION
 PP2022
 PP2022'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2022'1.2 MI W FROM VICTORIA.
 PP2022'MARK IS LOCATED 1.2 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2022'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.7 MILES WEST OF COUNTY ROAD
 PP2022'11 (NORTH) 70 FEET SOUTH OF THE CENTERLINE OF TH 5 AT MILE POINT 37.7,
 PP2022'(STATION 615), 73 FEET EAST OF A 24 INCH OAK TREE, 20 FEET NORTH OF
 PP2022'THE CENTER OF A SERVICE ROAD, 6 FEET SOUTHWEST OF A POWER POLE, 1 FEET
 PP2022'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP2022'SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 15, T 116, R 24.
 PP2022
 PP2022                          STATION RECOVERY (1987)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2022'MARK NOT FOUND.
 PP2022
 PP2022                          STATION RECOVERY (1991)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2022'MARK NOT FOUND.
 PP2022
 PP2022                          STATION RECOVERY (2002)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2022'MARK NOT FOUND.
 PP2022
 PP2022                          STATION RECOVERY (2006)
 PP2022
 PP2022'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2022'JUST OFF OF THE SERVICE ROAD ON THE SOUTH SIDE OF HWY 5 -
 PP2022'6' SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2023 ***********************************************************************
 PP2023  DESIGNATION -  1002 R
 PP2023  PID         -  PP2023
 PP2023  STATE/COUNTY-  MN/CARVER
 PP2023  COUNTRY     -  US
 PP2023  USGS QUAD   -  VICTORIA (1993)
 PP2023
 PP2023                         *CURRENT SURVEY CONTROL
 PP2023  ______________________________________________________________________
 PP2023* NAD 83(1986) POSITION- 44 51 38.32   (N) 093 40 44.70   (W)   HD_HELD1  
 PP2023* NAVD 88 ORTHO HEIGHT -   292.199  (meters)     958.66  (feet) ADJUSTED  
 PP2023  ______________________________________________________________________
 PP2023  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PP2023  DYNAMIC HEIGHT  -        292.190 (meters)      958.63  (feet) COMP
 PP2023  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP2023
 PP2023  VERT ORDER      -  SECOND    CLASS 0
 PP2023
 PP2023.The horizontal coordinates were established by differentially corrected
 PP2023.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2023.
 PP2023.The orthometric height was determined by differential leveling and
 PP2023.adjusted in June 1991.
 PP2023
 PP2023.Photographs are available for this station.
 PP2023
 PP2023.The dynamic height is computed by dividing the NAVD 88
 PP2023.geopotential number by the normal gravity value computed on the
 PP2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2023.degrees latitude (g = 980.6199 gals.).
 PP2023
 PP2023.The modeled gravity was interpolated from observed gravity values.
 PP2023
 PP2023;                    North         East    Units  Estimated Accuracy
 PP2023;SPC MN S     -   306,790.7     825,363.0     MT  (+/- 3 meters HH1 GPS) 
 PP2023
 PP2023                          SUPERSEDED SURVEY CONTROL
 PP2023
 PP2023  NGVD 29 (??/??/92)  292.139  (m)          958.46   (f) ADJ UNCH    2 0
 PP2023
 PP2023.Superseded values are not recommended for survey control.
 PP2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2023.See file dsdata.txt to determine how the superseded data were derived.
 PP2023
 PP2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4634867694(NAD 83)
 PP2023
 PP2023_MARKER: DD = SURVEY DISK
 PP2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2023_STAMPING: 1002-R 1949
 PP2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2023+STABILITY: SURFACE MOTION
 PP2023
 PP2023  HISTORY     - Date     Condition        Report By
 PP2023  HISTORY     - 1949     MONUMENTED       MNDT
 PP2023  HISTORY     - 1972     GOOD             MNDT
 PP2023  HISTORY     - 1987     GOOD             USPSQD
 PP2023  HISTORY     - 19910917 GOOD             USPSQD
 PP2023  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP2023
 PP2023                          STATION DESCRIPTION
 PP2023
 PP2023'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2023'1.0 MI W FROM VICTORIA.
 PP2023'MARK IS LOCATED 1 MILE WEST ALONG TH 5 FROM THE JUNCTION OF TH 5 AND
 PP2023'COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.35 MILES WEST OF COUNTY ROAD 11,
 PP2023'(NORTH), 70 FEET OF THE CENTERLINE OF TH 5 AT MILE POINT 38.0 (STATION
 PP2023'633+12), 88 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE LINE,
 PP2023'0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP2023'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 14, T 116, R 24.
 PP2023
 PP2023                          STATION RECOVERY (1987)
 PP2023
 PP2023'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2023'RECOVERED IN GOOD CONDITION.
 PP2023
 PP2023                          STATION RECOVERY (1991)
 PP2023
 PP2023'RECOVERY NOTE BY US POWER SQUADRON 1991 (GQ)
 PP2023'RECOVERED IN GOOD CONDITION.
 PP2023
 PP2023                          STATION RECOVERY (2002)
 PP2023
 PP2023'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2023'NO WITNESS POST OR MARK
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2025 ***********************************************************************
 PP2025  DESIGNATION -  1002 S
 PP2025  PID         -  PP2025
 PP2025  STATE/COUNTY-  MN/CARVER
 PP2025  COUNTRY     -  US
 PP2025  USGS QUAD   -  VICTORIA (1993)
 PP2025
 PP2025                         *CURRENT SURVEY CONTROL
 PP2025  ______________________________________________________________________
 PP2025* NAD 83(1986) POSITION- 44 51 40.03   (N) 093 40 04.08   (W)   HD_HELD1  
 PP2025* NAVD 88 ORTHO HEIGHT -   291.790  (meters)     957.31  (feet) ADJUSTED  
 PP2025  ______________________________________________________________________
 PP2025  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 PP2025  DYNAMIC HEIGHT  -        291.782 (meters)      957.29  (feet) COMP
 PP2025  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 PP2025
 PP2025  VERT ORDER      -  SECOND    CLASS I
 PP2025
 PP2025.The horizontal coordinates were established by differentially corrected
 PP2025.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2025.
 PP2025.The orthometric height was determined by differential leveling and
 PP2025.adjusted in November 1999.
 PP2025
 PP2025.Photographs are available for this station.
 PP2025
 PP2025.The dynamic height is computed by dividing the NAVD 88
 PP2025.geopotential number by the normal gravity value computed on the
 PP2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2025.degrees latitude (g = 980.6199 gals.).
 PP2025
 PP2025.The modeled gravity was interpolated from observed gravity values.
 PP2025
 PP2025;                    North         East    Units  Estimated Accuracy
 PP2025;SPC MN S     -   306,847.0     826,254.5     MT  (+/- 3 meters HH1 GPS) 
 PP2025
 PP2025                          SUPERSEDED SURVEY CONTROL
 PP2025
 PP2025  NAVD 88 (06/15/91)  291.768  (m)          957.24   (f) SUPERSEDED  2 0
 PP2025  NGVD 29 (??/??/92)  291.710  (m)          957.05   (f) ADJ UNCH    2 0
 PP2025
 PP2025.Superseded values are not recommended for survey control.
 PP2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2025.See file dsdata.txt to determine how the superseded data were derived.
 PP2025
 PP2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4724067739(NAD 83)
 PP2025
 PP2025_MARKER: DB = BENCH MARK DISK
 PP2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2025_STAMPING: 1002 S 1949
 PP2025_MARK LOGO: MNDT  
 PP2025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2025+STABILITY: SURFACE MOTION
 PP2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2025+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1992
 PP2025
 PP2025  HISTORY     - Date     Condition        Report By
 PP2025  HISTORY     - 1949     MONUMENTED       MNDT
 PP2025  HISTORY     - 1972     GOOD             MNDT
 PP2025  HISTORY     - 1987     GOOD             USPSQD
 PP2025  HISTORY     - 19920929 GOOD             MNDT
 PP2025  HISTORY     - 20021011 MARK NOT FOUND   USPSQD
 PP2025
 PP2025                          STATION DESCRIPTION
 PP2025
 PP2025'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2025'0.3 MI W FROM VICTORIA.
 PP2025'MARK IS LOCATED 0.3 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2025'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.1 MILES NORTHWEST OF THE
 PP2025'BRIDGE OVER THE CHICAGO-NORTHWESTERN RAILROAD, 107 FEET NORTH OF THE
 PP2025'CENTERLINE OF TH 5 AT MILE POINT 38.7 (STATION 662+65), 18 FEET SOUTH
 PP2025'OF A FENCE LINE (NORTHWEST END OF PASTURE), 1 FOOT SOUTH OF A STEEL
 PP2025'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP2025'GROUND.  NE 1/4 SECTION 14, T 116, R 24.
 PP2025
 PP2025                          STATION RECOVERY (1987)
 PP2025
 PP2025'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2025'RECOVERED IN GOOD CONDITION.
 PP2025
 PP2025                          STATION RECOVERY (1992)
 PP2025
 PP2025'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2025'RECOVERED AS DESCRIBED.
 PP2025
 PP2025                          STATION RECOVERY (2002)
 PP2025
 PP2025'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2025'METAL STAKE IN GROUND AT MARKER SITE BUT NO MARKER
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2026 ***********************************************************************
 PP2026  DESIGNATION -  1002 S 1
 PP2026  PID         -  PP2026
 PP2026  STATE/COUNTY-  MN/CARVER
 PP2026  COUNTRY     -  US
 PP2026  USGS QUAD   -  VICTORIA (1993)
 PP2026
 PP2026                         *CURRENT SURVEY CONTROL
 PP2026  ______________________________________________________________________
 PP2026* NAD 83(1986) POSITION- 44 51 34.59   (N) 093 39 55.55   (W)   HD_HELD1  
 PP2026* NAVD 88 ORTHO HEIGHT -   300.779  (meters)     986.81  (feet) ADJUSTED  
 PP2026  ______________________________________________________________________
 PP2026  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 PP2026  DYNAMIC HEIGHT  -        300.772 (meters)      986.78  (feet) COMP
 PP2026  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP2026
 PP2026  VERT ORDER      -  SECOND    CLASS 0
 PP2026
 PP2026.The horizontal coordinates were established by differentially corrected
 PP2026.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2026.
 PP2026.The orthometric height was determined by differential leveling and
 PP2026.adjusted in June 1991.
 PP2026
 PP2026.Photographs are available for this station.
 PP2026
 PP2026.The dynamic height is computed by dividing the NAVD 88
 PP2026.geopotential number by the normal gravity value computed on the
 PP2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2026.degrees latitude (g = 980.6199 gals.).
 PP2026
 PP2026.The modeled gravity was interpolated from observed gravity values.
 PP2026
 PP2026;                    North         East    Units  Estimated Accuracy
 PP2026;SPC MN S     -   306,679.9     826,442.5     MT  (+/- 3 meters HH1 GPS) 
 PP2026
 PP2026                          SUPERSEDED SURVEY CONTROL
 PP2026
 PP2026  NGVD 29 (??/??/92)  300.721  (m)          986.62   (f) ADJ UNCH    2 0
 PP2026
 PP2026.Superseded values are not recommended for survey control.
 PP2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2026.See file dsdata.txt to determine how the superseded data were derived.
 PP2026
 PP2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4742567570(NAD 83)
 PP2026
 PP2026_MARKER: DB = BENCH MARK DISK
 PP2026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2026_SP_SET: BRIDGE ABUTMENT
 PP2026_STAMPING: 1002 S 1 1972
 PP2026_MARK LOGO: MNDT  
 PP2026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2026+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP2026
 PP2026  HISTORY     - Date     Condition        Report By
 PP2026  HISTORY     - 1972     MONUMENTED       MNDT
 PP2026  HISTORY     - 1983     GOOD             MNDT
 PP2026  HISTORY     - 1983     GOOD             MNDT
 PP2026  HISTORY     - 1987     GOOD             USPSQD
 PP2026  HISTORY     - 19920929 GOOD             MNDT
 PP2026  HISTORY     - 20061028 GOOD             USPSQD
 PP2026
 PP2026                          STATION DESCRIPTION
 PP2026
 PP2026'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2026'0.2 MI W FROM VICTORIA.
 PP2026'MARK IS LOCATED 0.2 MILES WEST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2026'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 20 FEET NORTHEAST OF THE
 PP2026'CENTERLINE OF TH 5 AT MILE POINT 38.7, IN THE SOUTHEAST (MOST
 PP2026'EASTERLY) CORNER OF BRIDGE NO. 6654 (ABUTMENT), TH 5 OVER THE
 PP2026'CHICAGO-NORTHWESTERN RAILROAD.  NE 1/4 SECTION 14, T 116, R 24.
 PP2026
 PP2026                          STATION RECOVERY (1983)
 PP2026
 PP2026'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP2026'THE NORTHEAST QUARTER OF SECTION 14, T 116 N, R 24 W, 0.2 MILE WEST
 PP2026'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH COUNTY ROAD 11 (SOUTH)
 PP2026'IN VICTORIA, 20 FEET NORTHEST OF THE CENTERLINE OF TRUNK HIGHWAY 5 AT
 PP2026'MILEPOINT 38.7, IN THE SOUTHEAST (MOST EASTERLY) CORNER OF BRIDGE
 PP2026'NUMBER 6654 (TRUNK HIGHWAY 5 OVER THE CHICAGO NORTHWESTERN RAILROAD).
 PP2026'6.4 FEET NORTHWEST OF THE CORNER OF THE BRIDGE. THE MARK, A STANDARD
 PP2026'MNDT BENCH MARK DISK STAMPED---1002 S 1 1972---, IS SET IN THE TOP OF
 PP2026'THE BRIDGE ABUTMENT.
 PP2026
 PP2026                          STATION RECOVERY (1983)
 PP2026
 PP2026'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP2026'STATION RECOVERED AS DESCRIBED.
 PP2026
 PP2026                          STATION RECOVERY (1987)
 PP2026
 PP2026'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2026'RECOVERED IN GOOD CONDITION.
 PP2026
 PP2026                          STATION RECOVERY (1992)
 PP2026
 PP2026'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2026'RECOVERED AS DESCRIBED.
 PP2026
 PP2026                          STATION RECOVERY (2006)
 PP2026
 PP2026'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP2026'BRIDGE ABUTMENT ON THE NORTH SIDE OF HWY 5 - EAST END OF BRIDGE BUILT
 PP2026'INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2028 ***********************************************************************
 PP2028  DESIGNATION -  1002 V
 PP2028  PID         -  PP2028
 PP2028  STATE/COUNTY-  MN/CARVER
 PP2028  COUNTRY     -  US
 PP2028  USGS QUAD   -  VICTORIA (1993)
 PP2028
 PP2028                         *CURRENT SURVEY CONTROL
 PP2028  ______________________________________________________________________
 PP2028* NAD 83(1986) POSITION- 44 52 00.54   (N) 093 38 24.49   (W)   HD_HELD1  
 PP2028* NAVD 88 ORTHO HEIGHT -   299.039  (meters)     981.10  (feet) ADJUSTED  
 PP2028  ______________________________________________________________________
 PP2028  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PP2028  DYNAMIC HEIGHT  -        299.033 (meters)      981.08  (feet) COMP
 PP2028  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 PP2028
 PP2028  VERT ORDER      -  SECOND    CLASS I
 PP2028
 PP2028.The horizontal coordinates were established by differentially corrected
 PP2028.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2028.
 PP2028.The orthometric height was determined by differential leveling and
 PP2028.adjusted in June 1991.
 PP2028
 PP2028.Photographs are available for this station.
 PP2028
 PP2028.The dynamic height is computed by dividing the NAVD 88
 PP2028.geopotential number by the normal gravity value computed on the
 PP2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2028.degrees latitude (g = 980.6199 gals.).
 PP2028
 PP2028.The modeled gravity was interpolated from observed gravity values.
 PP2028
 PP2028;                    North         East    Units  Estimated Accuracy
 PP2028;SPC MN S     -   307,489.4     828,438.1     MT  (+/- 3 meters HH1 GPS) 
 PP2028
 PP2028                          SUPERSEDED SURVEY CONTROL
 PP2028
 PP2028  NGVD 29 (??/??/92)  298.983  (m)          980.91   (f) ADJ UNCH    2 0
 PP2028
 PP2028.Superseded values are not recommended for survey control.
 PP2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2028.See file dsdata.txt to determine how the superseded data were derived.
 PP2028
 PP2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4943068354(NAD 83)
 PP2028
 PP2028_MARKER: DB = BENCH MARK DISK
 PP2028_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP2028_STAMPING: 1002 V 1949
 PP2028_MARK LOGO: MNHD  
 PP2028_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2028+STABILITY: SURFACE MOTION
 PP2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2028+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 PP2028
 PP2028  HISTORY     - Date     Condition        Report By
 PP2028  HISTORY     - 19490401 MONUMENTED       MNHD
 PP2028  HISTORY     - 1972     GOOD             MNDT
 PP2028  HISTORY     - 1983     GOOD             MNDT
 PP2028  HISTORY     - 1983     GOOD             MNDT
 PP2028  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2028  HISTORY     - 19920908 GOOD             MNDT
 PP2028  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 PP2028  HISTORY     - 20021011 MARK NOT FOUND   USPSQD
 PP2028  HISTORY     - 20100303 GOOD             MNDT
 PP2028
 PP2028                          STATION DESCRIPTION
 PP2028
 PP2028'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP2028'1.6 MI E FROM VICTORIA.
 PP2028'MARK IS LOCATED 1.6 MILES EAST ALONG TH 5 FROM THE JUNCTION OF TH 5
 PP2028'AND COUNTY ROAD 11 (SOUTH) IN VICTORIA, 0.2 MILES WEST OF COUNTY ROAD
 PP2028'13, 69 FEET SOUTH OF, AND 10 FEET LOWER THAN THE CENTERLINE OF TH 5 AT
 PP2028'MILE POINT 40.3 (STATION 750), 8 FEET WEST OF A POWER POLE, 1 FOOT
 PP2028'NORTH OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP2028'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 7, T 116, R 23.
 PP2028
 PP2028                          STATION RECOVERY (1983)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP2028'THE SOUTHWEST QUARTER OF SECTION 7, T 116 W, R 23 W, 1.6 MILES EAST
 PP2028'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH COUNTY ROAD 11 (SOUTH)
 PP2028'IN VICTORIA, 0.2 mile west 0.2 MILE WEST OF COUNTY ROAD 13, 69 FEET
 PP2028'SOUTH OF AND 10 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 5 AT
 PP2028'MILEPOINT 40.25 (STATION 750), 8 FEET WEST OF A POWER POLE, AND 0.5
 PP2028'FOOT NORTH OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT BENCH
 PP2028'MARK DISK STAMPED---1002 V 1949---, IS SET IN THE TOP OF A 6 FOOT
 PP2028'LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 PP2028'GROUND.
 PP2028
 PP2028                          STATION RECOVERY (1983)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP2028'STATION RECOVERED AS DESCRIBED.
 PP2028
 PP2028                          STATION RECOVERY (1987)
 PP2028
 PP2028'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDW)
 PP2028'MARK NOT FOUND.
 PP2028
 PP2028                          STATION RECOVERY (1992)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP2028'RECOVERED AS DESCRIBED.
 PP2028
 PP2028                          STATION RECOVERY (2002)
 PP2028
 PP2028'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2028'MARK NOT FOUND.
 PP2028
 PP2028                          STATION RECOVERY (2002)
 PP2028
 PP2028'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP2028'MARK NOT FOUND.
 PP2028
 PP2028                          STATION RECOVERY (2010)
 PP2028
 PP2028'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 PP2028'THE MARK IS 1.2 MI (1.9 KM) NORTHEAST OF VICTORIA.
 PP2028' 
 PP2028'1.29 MI NORTHEAST ON TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 PP2028'HIGHWAY 5 AND SHADY OAK DRIVE IN VICTORIA, AT TRUNK HIGHWAY 5 MILE
 PP2028'POINT 40.25.
 PP2028' 
 PP2028'IT IS 780 FT (237.7 M) WEST OF COUNTY ROAD 13, 69 FT (21.0 M) SOUTH OF
 PP2028'TRUNK HIGHWAY 5, 8 FT (2.4 M) WEST OF POWER POLE, IN DEEP DITCH,
 PP2028'OPPOSITE PROPERTY LINE BETWEEN HOUSE NUMBER 856 AND 870 ARBORETUM
 PP2028'BOULEVARD, 0.5 FT (15 CM) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7280 ***********************************************************************
 DM7280  DESIGNATION -  1002 V 2
 DM7280  PID         -  DM7280
 DM7280  STATE/COUNTY-  MN/CARVER
 DM7280  COUNTRY     -  US
 DM7280  USGS QUAD   -  VICTORIA (1993)
 DM7280
 DM7280                         *CURRENT SURVEY CONTROL
 DM7280  ______________________________________________________________________
 DM7280* NAD 83(1986) POSITION- 44 52 06.2    (N) 093 38 08.7    (W)   HD_HELD2  
 DM7280* NAVD 88 ORTHO HEIGHT -   310.643  (meters)    1019.17  (feet) ADJUSTED  
 DM7280  ______________________________________________________________________
 DM7280  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 DM7280  DYNAMIC HEIGHT  -        310.637 (meters)     1019.15  (feet) COMP
 DM7280  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DM7280
 DM7280  VERT ORDER      -  SECOND    CLASS I
 DM7280
 DM7280.The horizontal coordinates were established by autonomous hand held GPS
 DM7280.observations and have an estimated accuracy of +/- 10 meters.
 DM7280.
 DM7280.The orthometric height was determined by differential leveling and
 DM7280.adjusted in April 2012.
 DM7280
 DM7280.The dynamic height is computed by dividing the NAVD 88
 DM7280.geopotential number by the normal gravity value computed on the
 DM7280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7280.degrees latitude (g = 980.6199 gals.).
 DM7280
 DM7280.The modeled gravity was interpolated from observed gravity values.
 DM7280
 DM7280;                    North         East    Units  Estimated Accuracy
 DM7280;SPC MN S     -   307,666.      828,784.      MT  (+/- 10 meters HH2 GPS)
 DM7280
 DM7280                          SUPERSEDED SURVEY CONTROL
 DM7280
 DM7280.No superseded survey control is available for this station.
 DM7280
 DM7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4977868526(NAD 83)
 DM7280
 DM7280_MARKER: DD = SURVEY DISK
 DM7280_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7280_SP_SET: SLAB
 DM7280_STAMPING: 1002 V 2 2010
 DM7280_MARK LOGO: MNDT  
 DM7280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM7280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7280+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2010
 DM7280
 DM7280  HISTORY     - Date     Condition        Report By
 DM7280  HISTORY     - 20100310 MONUMENTED       MNDT
 DM7280
 DM7280                          STATION DESCRIPTION
 DM7280
 DM7280'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7280'THE MARK IS IN VICTORIA.
 DM7280' 
 DM7280'1.45 MILES NORTHEAST ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK
 DM7280'HIGHWAY 5 AND VICTORIA DRIVE AND COUNTY ROAD 11.
 DM7280' 
 DM7280'IT IS 0.05 MI (0.1 KM) NORTH ON COUNTY ROAD 13, THENCE 0.05 MI (0.1
 DM7280'KM) EAST AND NORTH INTO A APPLE ORCHARD TO BRICK BUILDING, MARK IS A
 DM7280'CONCRETE SLAB IN SOUTHEAST CORNER, 400 FT (121.9 M) EAST OF COUNTY
 DM7280'ROAD 13, 6.8 FT (2.1 M) WEST OF THE SOUTHEAST CORNER OF BRICK
 DM7280'BUILDING, 33.7 FT (10.3 M) EAST OF THE SOUTHWEST CORNER OF BRICK
 DM7280'BUILDING.  DISK SET IN A DRILL HOLE IN CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1981 ***********************************************************************
 PP1981  DESIGNATION -  1002 W
 PP1981  PID         -  PP1981
 PP1981  STATE/COUNTY-  MN/CARVER
 PP1981  COUNTRY     -  US
 PP1981  USGS QUAD   -  SHAKOPEE (1993)
 PP1981
 PP1981                         *CURRENT SURVEY CONTROL
 PP1981  ______________________________________________________________________
 PP1981* NAD 83(1986) POSITION- 44 51 33.33   (N) 093 31 47.99   (W)   HD_HELD1  
 PP1981* NAVD 88 ORTHO HEIGHT -   291.053  (meters)     954.90  (feet) ADJUSTED  
 PP1981  ______________________________________________________________________
 PP1981  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 PP1981  DYNAMIC HEIGHT  -        291.048 (meters)      954.88  (feet) COMP
 PP1981  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 PP1981
 PP1981  VERT ORDER      -  SECOND    CLASS 0
 PP1981
 PP1981.The horizontal coordinates were established by differentially corrected
 PP1981.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1981.
 PP1981.The orthometric height was determined by differential leveling and
 PP1981.adjusted in June 1991.
 PP1981
 PP1981.Photographs are available for this station.
 PP1981
 PP1981.The dynamic height is computed by dividing the NAVD 88
 PP1981.geopotential number by the normal gravity value computed on the
 PP1981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1981.degrees latitude (g = 980.6199 gals.).
 PP1981
 PP1981.The modeled gravity was interpolated from observed gravity values.
 PP1981
 PP1981;                    North         East    Units  Estimated Accuracy
 PP1981;SPC MN S     -   306,693.7     837,146.5     MT  (+/- 3 meters HH1 GPS) 
 PP1981
 PP1981                          SUPERSEDED SURVEY CONTROL
 PP1981
 PP1981  NGVD 29 (??/??/92)  290.998  (m)          954.72   (f) ADJ UNCH    2 0
 PP1981
 PP1981.Superseded values are not recommended for survey control.
 PP1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1981.See file dsdata.txt to determine how the superseded data were derived.
 PP1981
 PP1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5812567452(NAD 83)
 PP1981
 PP1981_MARKER: DB = BENCH MARK DISK
 PP1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1981_STAMPING: 1002 W 1970
 PP1981_MARK LOGO: MNDT  
 PP1981_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1981+STABILITY: SURFACE MOTION
 PP1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1981+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 PP1981
 PP1981  HISTORY     - Date     Condition        Report By
 PP1981  HISTORY     - 1970     MONUMENTED       MNDT
 PP1981  HISTORY     - 1971     GOOD             MNDT
 PP1981  HISTORY     - 1973     GOOD             LOCSUR
 PP1981  HISTORY     - 1983     GOOD             MNDT
 PP1981  HISTORY     - 1983     GOOD             MNDT
 PP1981  HISTORY     - 19921102 GOOD             MNDT
 PP1981  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1981
 PP1981                          STATION DESCRIPTION
 PP1981
 PP1981'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1981'IN CHANHASSEN.
 PP1981'MARK IS LOCATED IN CHANHASSEN, ABOUT 0.1 MILES EAST ALONG T.H. 5 FROM
 PP1981'THE JUNCTION OF T.H. 5 AND T.H. 101, NEAR THE NORTHWEST CORNER OF AN
 PP1981'ATHLETIC FIELD, 75 FEET SOUTH OF AND 2 FEET HIGHER THAN THE CENTERLINE
 PP1981'OF T.H. 5 AT MILE MARKER 45.8, AT THE TOP OF THE BACK SLOPE, 12 FEET
 PP1981'EAST OF THE NORTHWEST CORNER OF A 6 FOOT CYCLONE FENCE, 1.5 FEET NORTH
 PP1981'OF A CYCLONE FENCE, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 6
 PP1981'INCHES BELOW THE GROUND SURFACE.  NE 1/4 SECTION 13, T 116N, R 23W.
 PP1981
 PP1981                          STATION RECOVERY (1973)
 PP1981
 PP1981'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1981'RECOVERED IN GOOD CONDITION.
 PP1981
 PP1981                          STATION RECOVERY (1983)
 PP1981
 PP1981'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1981'THE NORTHEAST QUARTER OF SECTION 13, T 116 N, R 23 W, 0.05 MILE EAST
 PP1981'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1981'CHANHASSEN, 75 FEET SOUTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF
 PP1981'TRUNK HIGHWAY 5 AT MILEPOINT 45.8, 60 FEET NORTHEAST OF A BUS
 PP1981'SHELTER, NEAR THE NORTHWEST CORNER OF AN ATHLETIC FIELD, AT THE TOP
 PP1981'OF THE HIGHWAY BACKSLOPE, 12 FEET EAST OF THE NORTHWEST CORNER OF A 6
 PP1981'FOOT HIGH CYCLONE FENCE, AND 1.5 FEET NORTH OF THE CYCLONE FENCE. THE
 PP1981'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1002 W 1970---, IS
 PP1981'SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS
 PP1981'BURIED 6 INCHES BELOW THE SURFACE OF THE GROUND.
 PP1981
 PP1981                          STATION RECOVERY (1983)
 PP1981
 PP1981'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP1981'STATION RECOVERED AS DESCRIBED.
 PP1981
 PP1981                          STATION RECOVERY (1992)
 PP1981
 PP1981'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1981'RECOVERED AS DESCRIBED.
 PP1981
 PP1981                          STATION RECOVERY (2003)
 PP1981
 PP1981'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1981'THE MARK MAY STILL BE THERE BUT THE ATHLETIC FIELD HAS BEEN REPLACED
 PP1981'BY A NEW AMERICAN LEGION CLUB. THE FENCE AND BUS SHELTER ARE BOTH
 PP1981'GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0068 ***********************************************************************
 PQ0068  DESIGNATION -  1003 A RESET
 PQ0068  PID         -  PQ0068
 PQ0068  STATE/COUNTY-  MN/CARVER
 PQ0068  COUNTRY     -  US
 PQ0068  USGS QUAD   -  WINSTED (1982)
 PQ0068
 PQ0068                         *CURRENT SURVEY CONTROL
 PQ0068  ______________________________________________________________________
 PQ0068* NAD 83(2007) POSITION- 44 54 21.12051(N) 094 00 44.19834(W)   ADJUSTED  
 PQ0068* NAD 83(2007) ELLIP HT-   274.878 (meters)        (02/10/07)   ADJUSTED
 PQ0068* NAD 83(2007) EPOCH   -  2002.00
 PQ0068* NAVD 88 ORTHO HEIGHT -   302.360  (meters)     991.99  (feet) ADJUSTED  
 PQ0068  ______________________________________________________________________
 PQ0068  NAD 83(2007) X  -   -316,627.647 (meters)                     COMP
 PQ0068  NAD 83(2007) Y  - -4,514,085.757 (meters)                     COMP
 PQ0068  NAD 83(2007) Z  -  4,480,139.268 (meters)                     COMP
 PQ0068  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC09
 PQ0068  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 PQ0068  DYNAMIC HEIGHT  -        302.333 (meters)      991.90  (feet) COMP
 PQ0068  MODELED GRAVITY -    980,520.3   (mgal)                       NAVD 88
 PQ0068
 PQ0068  VERT ORDER      -  SECOND    CLASS I
 PQ0068
 PQ0068  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ0068  Type                                         Horiz  Ellip  Dist(km)
 PQ0068  -------------------------------------------------------------------
 PQ0068  NETWORK                                       0.57   0.51
 PQ0068  -------------------------------------------------------------------
 PQ0068  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.33      1.64
 PQ0068  -------------------------------------------------------------------
 PQ0068  NOTE: Click here for information on individual local accuracy
 PQ0068  values and other accuracy information.
 PQ0068
 PQ0068
 PQ0068.The horizontal coordinates were established by GPS observations
 PQ0068.and adjusted by the National Geodetic Survey in February 2007.
 PQ0068
 PQ0068.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0068.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0068
 PQ0068.The horizontal coordinates are valid at the epoch date displayed above
 PQ0068.which is a decimal equivalence of Year/Month/Day.
 PQ0068
 PQ0068.The orthometric height was determined by differential leveling and
 PQ0068.adjusted in February 2005.
 PQ0068
 PQ0068.Photographs are available for this station.
 PQ0068
 PQ0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0068
 PQ0068.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0068
 PQ0068.The ellipsoidal height was determined by GPS observations
 PQ0068.and is referenced to NAD 83.
 PQ0068
 PQ0068.The dynamic height is computed by dividing the NAVD 88
 PQ0068.geopotential number by the normal gravity value computed on the
 PQ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0068.degrees latitude (g = 980.6199 gals.).
 PQ0068
 PQ0068.The modeled gravity was interpolated from observed gravity values.
 PQ0068
 PQ0068. The following values were computed from the NAD 83(2007) position.
 PQ0068
 PQ0068;                    North         East     Units Scale Factor Converg.
 PQ0068;SPC MN S     -   311,766.235   799,030.440   MT  0.99994692   -0 00 31.0
 PQ0068;SPC MN S     - 1,022,853.06  2,621,485.70   sFT  0.99994692   -0 00 31.0
 PQ0068;UTM  15      - 4,972,991.862   420,086.513   MT  0.99967853   -0 42 52.7
 PQ0068
 PQ0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0068!SPC MN S     -   0.99995690  x   0.99994692  =   0.99990383
 PQ0068!UTM  15      -   0.99995690  x   0.99967853  =   0.99963545
 PQ0068
 PQ0068                          SUPERSEDED SURVEY CONTROL
 PQ0068
 PQ0068  NAD 83(1996)-  44 54 21.12013(N)    094 00 44.19804(W) AD(       ) 1
 PQ0068  ELLIP H (06/18/03)  274.920  (m)                       GP(       ) 3 1
 PQ0068  NAVD 88 (07/10/07)  302.36   (m)          992.0    (f) LEVELING    3  
 PQ0068  NAVD 88 (06/18/03)  302.35   (m)          992.0    (f) LEVELING    3  
 PQ0068  NAVD 88 (06/15/91)  302.371  (m)          992.03   (f) SUPERSEDED  2 0
 PQ0068  NGVD 29 (??/??/92)  302.286  (m)          991.75   (f) ADJ UNCH    2 0
 PQ0068
 PQ0068.Superseded values are not recommended for survey control.
 PQ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0068.See file dsdata.txt to determine how the superseded data were derived.
 PQ0068
 PQ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2008672991(NAD 83)
 PQ0068
 PQ0068_MARKER: DB = BENCH MARK DISK
 PQ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0068_STAMPING: 1003 A RESET 1971
 PQ0068_MARK LOGO: MNHD  
 PQ0068_PROJECTION: RECESSED 10 CENTIMETERS
 PQ0068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0068+STABILITY: SURFACE MOTION
 PQ0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0068+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 PQ0068
 PQ0068  HISTORY     - Date     Condition        Report By
 PQ0068  HISTORY     - 1971     MONUMENTED       MNHD
 PQ0068  HISTORY     - 1972     GOOD             MNDT
 PQ0068  HISTORY     - 1989     GOOD             MNDT
 PQ0068  HISTORY     - 19981124 GOOD             MNDT
 PQ0068  HISTORY     - 20070327 GOOD             MNDT
 PQ0068
 PQ0068                          STATION DESCRIPTION
 PQ0068
 PQ0068'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0068'2 MI W FROM HOLLYWOOD.
 PQ0068'2.3 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PQ0068'ROAD 33 IN HOLLYWOOD, AT THE MCLEOD-CARVER COUNTY LINE, 74 FEET SOUTH
 PQ0068'OF AND 3 FEET HIGHER THAN THE CENTERLINE OF T.H. 7 AT MILE POINT 159.9
 PQ0068'(STATION 948+43), 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PQ0068'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PQ0068
 PQ0068                          STATION RECOVERY (1989)
 PQ0068
 PQ0068'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0068'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-3/4
 PQ0068'MILES NORTHEAST OF THE CITY OF LESTER PRAIRIE, 2.0 MILE EAST ALONG
 PQ0068'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 261 (1.2 MILES
 PQ0068'NORTH OF LESTER PRAIRIE), NEAR THE CARVER - MC LEOD COUNTY LINE AND IN
 PQ0068'THE NW 1/4 OF SECTION 31, T117N, R26W. THE MARK IS 74.0 FEET SOUTH OF
 PQ0068'AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT
 PQ0068'159.9 AND 32.4 FEET EAST-SOUTHEAST OF UNDERGROUND CABLE MARKER POST
 PQ0068'NUMBER 15-B.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1003
 PQ0068'A 1971---, IS SET IN THE TOP OF A PRECAST MAGNETIC CONCRETE MONUMENT
 PQ0068'AND IS 0.3 FOOT BELOW THE SURFACE OF THE GROUND.
 PQ0068
 PQ0068                          STATION RECOVERY (1998)
 PQ0068
 PQ0068'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ0068'THE MARK WAS RECOVERED 1.75 MI (2.82 KM) NE OF LESTER PRAIRIE, 2.0 MI
 PQ0068'(3.2 KM) EAST OF JCT OF TH 7 AND TH 261, AT TH 7 MP 159.95, 74 FT
 PQ0068'(22.6 M) SOUTH OF TH 7, NEAR CARVER-MCLEOD CO LINE, 32.4 FT (9.9 M)
 PQ0068'ESE OF UNDERGROUNG CABLE MARKER 15-B, ON EXTENDED CENTER OF ZEBRA AVE,
 PQ0068'3.2 FT (1.0 M) SOUTH OF WITNESS POST, RECESSED 4 INCHES, MAGNETIC.
 PQ0068
 PQ0068                          STATION RECOVERY (2007)
 PQ0068
 PQ0068'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 PQ0068'1.75 MILES NORTHEAST OF LESTER PRAIRIE, 2.0 MILES EAST OF JUNCTION OF
 PQ0068'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 261, AT TRUNK HIGHWAY 7 MILEPOINT
 PQ0068'159.95, 74 FEET SOUTH OF TRUNK HIGHWAY 7, NEAR CARVER-MCLEOD COUNTY
 PQ0068'LINE, 32.4 FEET EAST-SOUTHEAST OF UNDERGROUNG CABLE MARKER 15-B, ON
 PQ0068'EXTENDED CENTER OF ZEBRA AVENUE, 3.2 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0066 ***********************************************************************
 PQ0066  DESIGNATION -  1003 B
 PQ0066  PID         -  PQ0066
 PQ0066  STATE/COUNTY-  MN/CARVER
 PQ0066  COUNTRY     -  US
 PQ0066  USGS QUAD   -  WINSTED (1982)
 PQ0066
 PQ0066                         *CURRENT SURVEY CONTROL
 PQ0066  ______________________________________________________________________
 PQ0066* NAD 83(1986) POSITION- 44 54 22.53   (N) 094 00 07.18   (W)   HD_HELD1  
 PQ0066* NAVD 88 ORTHO HEIGHT -   302.789  (meters)     993.40  (feet) ADJUSTED  
 PQ0066  ______________________________________________________________________
 PQ0066  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 PQ0066  DYNAMIC HEIGHT  -        302.762 (meters)      993.31  (feet) COMP
 PQ0066  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 PQ0066
 PQ0066  VERT ORDER      -  SECOND    CLASS I
 PQ0066
 PQ0066.The horizontal coordinates were established by differentially corrected
 PQ0066.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ0066.
 PQ0066.The orthometric height was determined by differential leveling and
 PQ0066.adjusted in June 1991.
 PQ0066
 PQ0066.Photographs are available for this station.
 PQ0066
 PQ0066.The dynamic height is computed by dividing the NAVD 88
 PQ0066.geopotential number by the normal gravity value computed on the
 PQ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0066.degrees latitude (g = 980.6199 gals.).
 PQ0066
 PQ0066.The modeled gravity was interpolated from observed gravity values.
 PQ0066
 PQ0066;                    North         East    Units  Estimated Accuracy
 PQ0066;SPC MN S     -   311,809.7     799,842.5     MT  (+/- 3 meters HH1 GPS) 
 PQ0066
 PQ0066                          SUPERSEDED SURVEY CONTROL
 PQ0066
 PQ0066  NGVD 29 (??/??/92)  302.704  (m)          993.12   (f) ADJ UNCH    2 0
 PQ0066
 PQ0066.Superseded values are not recommended for survey control.
 PQ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0066.See file dsdata.txt to determine how the superseded data were derived.
 PQ0066
 PQ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2089873025(NAD 83)
 PQ0066
 PQ0066_MARKER: DB = BENCH MARK DISK
 PQ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0066_STAMPING: 1003 B 1968
 PQ0066_MARK LOGO: MNHD  
 PQ0066_PROJECTION: RECESSED 28 CENTIMETERS
 PQ0066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0066+STABILITY: SURFACE MOTION
 PQ0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0066+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 PQ0066
 PQ0066  HISTORY     - Date     Condition        Report By
 PQ0066  HISTORY     - 1968     MONUMENTED       MNHD
 PQ0066  HISTORY     - 1972     GOOD             MNDT
 PQ0066  HISTORY     - 1989     GOOD             MNDT
 PQ0066  HISTORY     - 19980401 GOOD             MNDT
 PQ0066  HISTORY     - 20051006 GOOD             MNDT
 PQ0066
 PQ0066                          STATION DESCRIPTION
 PQ0066
 PQ0066'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0066'1.6 MI W FROM HOLLYWOOD.
 PQ0066'1.6 MILE WEST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PQ0066'IN HOLLYWOOD, 0.5 MILES EAST OF THE MCLEOD-CARVER COUNTY LINE, 67 FEET
 PQ0066'NORTH OF THE CENTER LINE OF TH 7, OPPOSITE A TOWNSHIP ROAD SOUTH, AT
 PQ0066'MILE POINT 160.5 (STATION 975+08), 23 FEET EAST OF THE CENTER OF A
 PQ0066'FIELD ENTRANCE, 16 FEET WEST OF A POWERPOLE, 6 FEET EAST OF A FENCE
 PQ0066'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1 FOOT SOUTH OF A STEEL WITNESS
 PQ0066'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PQ0066'NW 1/4, SEC 31, T 117, R 27.
 PQ0066
 PQ0066                          STATION RECOVERY (1989)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0066'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 2
 PQ0066'MILES NORTHEAST OF THE CITY OF LESTER PRAIRIE, 2.5 MILE EAST ALONG
 PQ0066'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 261 (1.2 MILES
 PQ0066'NORTH OF LESTER PRAIRIE), 0.5 MILE EAST OF THE CARVER - MC LEOD COUNTY
 PQ0066'LINE, AT THE JUNCTION OF YANCY AVENUE AND IN THE SW 1/4 OF SECTION 30,
 PQ0066'T117N, R26W.  THE MARK IS 74.0 FEET SOUTH OF AND ABOUT 3 FEET HIGHER
 PQ0066'THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 160.45, 4.7 FEET EAST
 PQ0066'OF THE EXTENDED CENTERLINE OF YANCY AVENUE, 5.3 FEET SOUTHEAST OF A
 PQ0066'CORNER FENCE POST, 2.3 FEET SOUTH OF A FENCE, 17.0 FEET WEST OF A
 PQ0066'POWER POLE AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PQ0066'STANDARD MNHD BENCH MARK DISK STAMPED---1003 B 1968---, IS SET IN THE
 PQ0066'TOP OF A PRECAST MAGNETIC CONCRETE MONUMENT AND IS 0.3 FOOT BELOW THE
 PQ0066'SURFACE OF THE GROUND.
 PQ0066
 PQ0066                          STATION RECOVERY (1998)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ0066'THE MARK WAS RECOVERED 2 MI (3.2 KM) NE OF LESTER PRAIRIE, 2.5 MI (4.0
 PQ0066'KM) EAST OF JCT OF TH 7 AND TH 261, 74 FT (22.6 M) NORTH OF TH 7, AT
 PQ0066'TH 7 MP 160.45, 4.7 FT (1.4 M) EAST OF EXTENDED CENTER OF YANCY AVE,
 PQ0066'5.3 FT (1.6 M) SE OF CORNER FENCE POST, 2.3 FT (0.7 M) SOUTH OF FENCE,
 PQ0066'17 FT (5.2 M) WEST OF P-POLE, 1 FT (0.3 M) SOUTH OF WIT POST. TREES
 PQ0066'AFFECT GPS FROM AZIMUTH 350 - 90.
 PQ0066
 PQ0066                          STATION RECOVERY (2005)
 PQ0066
 PQ0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0066'2 MILES NORTHEAST OF LESTER PRAIRIE, 2.5 MILES EAST OF JUNCTION OF
 PQ0066'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 261, 0.5 MILES EAST OF WEST CARVER
 PQ0066'COUNTY LINE, AT YANCY AVENUE, AT TRUNK HIGHWAY 7 MILEPOINT 160.45,
 PQ0066'74.0 FEET NORTH OF TRUNK HIGHWAY 7, 4.7 FEET EAST OF EXTENDED CENTER
 PQ0066'OF YANCY AVENUE, 5.3 FEET SOUTHEAST OF CORNER FENCE POST, 2.3 FEET
 PQ0066'SOUTH OF FENCE, 17.0 FEET WEST OF POWER POLE, 1.0 FEET SOUTH OF
 PQ0066'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1894 ***********************************************************************
 PP1894  DESIGNATION -  1003 C RESET
 PP1894  PID         -  PP1894
 PP1894  STATE/COUNTY-  MN/CARVER
 PP1894  COUNTRY     -  US
 PP1894  USGS QUAD   -  MAYER (1981)
 PP1894
 PP1894                         *CURRENT SURVEY CONTROL
 PP1894  ______________________________________________________________________
 PP1894* NAD 83(1986) POSITION- 44 54 23.17   (N) 093 58 44.30   (W)   HD_HELD1  
 PP1894* NAVD 88 ORTHO HEIGHT -   298.871  (meters)     980.55  (feet) ADJUSTED  
 PP1894  ______________________________________________________________________
 PP1894  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 PP1894  DYNAMIC HEIGHT  -        298.847 (meters)      980.47  (feet) COMP
 PP1894  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 PP1894
 PP1894  VERT ORDER      -  SECOND    CLASS I
 PP1894
 PP1894.The horizontal coordinates were established by differentially corrected
 PP1894.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1894.
 PP1894.The orthometric height was determined by differential leveling and
 PP1894.adjusted in July 2008.
 PP1894
 PP1894.Photographs are available for this station.
 PP1894
 PP1894.The dynamic height is computed by dividing the NAVD 88
 PP1894.geopotential number by the normal gravity value computed on the
 PP1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1894.degrees latitude (g = 980.6199 gals.).
 PP1894
 PP1894.The modeled gravity was interpolated from observed gravity values.
 PP1894
 PP1894;                    North         East    Units  Estimated Accuracy
 PP1894;SPC MN S     -   311,829.6     801,660.6     MT  (+/- 3 meters HH1 GPS) 
 PP1894
 PP1894                          SUPERSEDED SURVEY CONTROL
 PP1894
 PP1894  NAVD 88 (02/28/05)  298.862  (m)          980.52   (f) SUPERSEDED  2 1
 PP1894  NAVD 88 (06/15/91)  298.856  (m)          980.50   (f) SUPERSEDED  2 0
 PP1894  NGVD 29 (??/??/92)  298.776  (m)          980.23   (f) ADJ UNCH    2 0
 PP1894
 PP1894.Superseded values are not recommended for survey control.
 PP1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1894.See file dsdata.txt to determine how the superseded data were derived.
 PP1894
 PP1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2271673022(NAD 83)
 PP1894
 PP1894_MARKER: DB = BENCH MARK DISK
 PP1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1894_STAMPING: 1003 C RESET 1971
 PP1894_MARK LOGO: MNHD  
 PP1894_PROJECTION: RECESSED 8 CENTIMETERS
 PP1894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1894+STABILITY: SURFACE MOTION
 PP1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1894+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 PP1894
 PP1894  HISTORY     - Date     Condition        Report By
 PP1894  HISTORY     - 1971     MONUMENTED       MNHD
 PP1894  HISTORY     - 1972     GOOD             MNDT
 PP1894  HISTORY     - 1989     GOOD             MNDT
 PP1894  HISTORY     - 19980401 GOOD             MNDT
 PP1894  HISTORY     - 20030925 GOOD             MNDT
 PP1894  HISTORY     - 20051006 GOOD             MNDT
 PP1894
 PP1894                          STATION DESCRIPTION
 PP1894
 PP1894'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1894'0.4 MI W FROM HOLLYWOOD.
 PP1894'0.4 MILES WEST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1894'IN HOLLYWOOD, 148 FEET WEST OF THE CENTER OF A FARM ENTRANCE SOUTH, 73
 PP1894'FEET SOUTH OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF TH 7 AT MILE
 PP1894'POINT 161.8 (STATION 1034+87), 16 FEET NORTHWEST OF AN EVERGREEN TREE,
 PP1894'1 FOOT WEST OF A FENCE LINE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN
 PP1894'A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 3 INCHES BELOW GROUND. NE
 PP1894'1/4, SEC 32, T 117, R 26.
 PP1894
 PP1894                          STATION RECOVERY (1989)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1894'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PP1894'MILES NORTHWEST OF THE CITY OF NEW GERMANY, 0.4 MILE WEST ALONG TRUNK
 PP1894'HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33 (1.2
 PP1894'MILES NORTH OF NEW GERMANY), AND IS IN THE SE 1/4 OF SECTION 29,
 PP1894'T117N, R26W.  THE MARK IS 72.0 FEET SOUTH OF AND ABOUT 3 FEET HIGHER
 PP1894'THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 161.6, AND 1.0 FOOT
 PP1894'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 PP1894'DISK STAMPED---1003 C RESET 1971---, IS SET IN THE TOP OF A PRECAST
 PP1894'MAGNETIC CONCRETE MONUMENT AND IS 0.3 FOOT BELOW THE SURFACE OF THE
 PP1894'GROUND.
 PP1894
 PP1894                          STATION RECOVERY (1998)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1894'RECOVERED 0.4 MI (0.6 KM) WEST OF JCT OF CO RD 33 AT TH 7 MP 161.6, 72
 PP1894'FT (21.9 M) SOUTH OF TH 7, 1 FT (0.3 M) NORTH OF WIT POST.
 PP1894
 PP1894                          STATION RECOVERY (2003)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 PP1894'RECOVERED AS DESCRIBED.
 PP1894
 PP1894                          STATION RECOVERY (2005)
 PP1894
 PP1894'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1894'10.5 MILES WEST OF HOLLYWOOD, 0.4 MILES WEST OF JUNCTION OF TRUNK
 PP1894'HIGHWAY 7 AND COUNTY ROAD 33, AT TRUNK HIGHWAY 7 MILEPOINT 161.6, 72
 PP1894'FEET SOUTH OF TRUNK HIGHWAY 7, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1901 ***********************************************************************
 PP1901  DESIGNATION -  1003 E
 PP1901  PID         -  PP1901
 PP1901  STATE/COUNTY-  MN/CARVER
 PP1901  COUNTRY     -  US
 PP1901  USGS QUAD   -  MAYER (1981)
 PP1901
 PP1901                         *CURRENT SURVEY CONTROL
 PP1901  ______________________________________________________________________
 PP1901* NAD 83(2007) POSITION- 44 54 20.79192(N) 093 57 42.56646(W)   ADJUSTED  
 PP1901* NAD 83(2007) ELLIP HT-   275.136 (meters)        (02/10/07)   ADJUSTED
 PP1901* NAD 83(2007) EPOCH   -  2002.00
 PP1901* NAVD 88 ORTHO HEIGHT -   302.587  (meters)     992.74  (feet) ADJUSTED  
 PP1901  ______________________________________________________________________
 PP1901  NAD 83(2007) X  -   -312,653.035 (meters)                     COMP
 PP1901  NAD 83(2007) Y  - -4,514,370.147 (meters)                     COMP
 PP1901  NAD 83(2007) Z  -  4,480,132.265 (meters)                     COMP
 PP1901  LAPLACE CORR    -          1.39  (seconds)                    DEFLEC09
 PP1901  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 PP1901  DYNAMIC HEIGHT  -        302.563 (meters)      992.66  (feet) COMP
 PP1901  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 PP1901
 PP1901  VERT ORDER      -  SECOND    CLASS I
 PP1901
 PP1901  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1901  Type                                         Horiz  Ellip  Dist(km)
 PP1901  -------------------------------------------------------------------
 PP1901  NETWORK                                       0.62   0.53
 PP1901  -------------------------------------------------------------------
 PP1901  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.62   0.43      2.47
 PP1901  -------------------------------------------------------------------
 PP1901  NOTE: Click here for information on individual local accuracy
 PP1901  values and other accuracy information.
 PP1901
 PP1901
 PP1901.The horizontal coordinates were established by GPS observations
 PP1901.and adjusted by the National Geodetic Survey in February 2007.
 PP1901
 PP1901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1901.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1901
 PP1901.The horizontal coordinates are valid at the epoch date displayed above
 PP1901.which is a decimal equivalence of Year/Month/Day.
 PP1901
 PP1901.The orthometric height was determined by differential leveling and
 PP1901.adjusted in June 1991.
 PP1901
 PP1901.Photographs are available for this station.
 PP1901
 PP1901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1901
 PP1901.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1901
 PP1901.The ellipsoidal height was determined by GPS observations
 PP1901.and is referenced to NAD 83.
 PP1901
 PP1901.The dynamic height is computed by dividing the NAVD 88
 PP1901.geopotential number by the normal gravity value computed on the
 PP1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1901.degrees latitude (g = 980.6199 gals.).
 PP1901
 PP1901.The modeled gravity was interpolated from observed gravity values.
 PP1901
 PP1901. The following values were computed from the NAD 83(2007) position.
 PP1901
 PP1901;                    North         East     Units Scale Factor Converg.
 PP1901;SPC MN S     -   311,756.724   803,014.825   MT  0.99994691   +0 01 36.3
 PP1901;SPC MN S     - 1,022,821.85  2,634,557.81   sFT  0.99994691   +0 01 36.3
 PP1901;UTM  15      - 4,972,933.278   424,069.394   MT  0.99967089   -0 40 44.5
 PP1901
 PP1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1901!SPC MN S     -   0.99995686  x   0.99994691  =   0.99990378
 PP1901!UTM  15      -   0.99995686  x   0.99967089  =   0.99962777
 PP1901
 PP1901:                Primary Azimuth Mark                     Grid Az
 PP1901:SPC MN S     -  1003 F                                   089 49 49.6
 PP1901:UTM  15      -  1003 F                                   090 32 10.4
 PP1901
 PP1901|---------------------------------------------------------------------|
 PP1901| PID    Reference Object                     Distance      Geod. Az  |
 PP1901|                                                           dddmmss.s |
 PP1901| PP1902 1003 F                              APPROX. 1.0 KM 0895125.9 |
 PP1901|---------------------------------------------------------------------|
 PP1901
 PP1901                          SUPERSEDED SURVEY CONTROL
 PP1901
 PP1901  NAD 83(1996)-  44 54 20.79160(N)    093 57 42.56617(W) AD(       ) 1
 PP1901  ELLIP H (06/18/03)  275.178  (m)                       GP(       ) 3 1
 PP1901  NAVD 88 (06/18/03)  302.59   (m)          992.7    (f) LEVELING    3  
 PP1901  NGVD 29 (??/??/92)  302.509  (m)          992.48   (f) ADJ UNCH    2 0
 PP1901
 PP1901.Superseded values are not recommended for survey control.
 PP1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1901.See file dsdata.txt to determine how the superseded data were derived.
 PP1901
 PP1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2406972933(NAD 83)
 PP1901
 PP1901_MARKER: DB = BENCH MARK DISK
 PP1901_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1901_STAMPING: 1003 E 1968
 PP1901_MARK LOGO: MNHD  
 PP1901_PROJECTION: FLUSH
 PP1901_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1901+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP1901
 PP1901  HISTORY     - Date     Condition        Report By
 PP1901  HISTORY     - 1968     MONUMENTED       MNHD
 PP1901  HISTORY     - 1972     GOOD             MNDT
 PP1901  HISTORY     - 19980401 GOOD             MNDT
 PP1901  HISTORY     - 20030925 GOOD             MNDT
 PP1901  HISTORY     - 20051006 GOOD             MNDT
 PP1901  HISTORY     - 20080904 GOOD             MNDT
 PP1901
 PP1901                          STATION DESCRIPTION
 PP1901
 PP1901'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1901'0.45 MI E FROM HOLLYWOOD.
 PP1901'0.45 MILES EAST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD
 PP1901'33 IN HOLLYWOOD, 68 FEET SOUTH OF THE CENTERLINE OF TH 7 (STATION
 PP1901'1080+90), 18 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 5 FEET EAST
 PP1901'OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1901'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4, SEC 33,
 PP1901'T 117, R 26.
 PP1901
 PP1901                          STATION RECOVERY (1998)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1901'THE MARK WAS RECOVERED AT TH 7 MP 162.50.
 PP1901
 PP1901                          STATION RECOVERY (2003)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 PP1901'RECOVERED AS DESCRIBED.
 PP1901
 PP1901                          STATION RECOVERY (2005)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1901'0.45 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 33 AT
 PP1901'HOLLYWOOD, AT MILEPOINT 162.50, 68 FEET SOUTH OF TRUNK HIGHWAY 7,
 PP1901'STATION 1080+90, 18 FEET WEST OF FIELD ENTRANCE, 5 FEET EAST OF POWER
 PP1901'POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1901
 PP1901                          STATION RECOVERY (2008)
 PP1901
 PP1901'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1901'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1902 ***********************************************************************
 PP1902  DESIGNATION -  1003 F
 PP1902  PID         -  PP1902
 PP1902  STATE/COUNTY-  MN/CARVER
 PP1902  COUNTRY     -  US
 PP1902  USGS QUAD   -  MAYER (1981)
 PP1902
 PP1902                         *CURRENT SURVEY CONTROL
 PP1902  ______________________________________________________________________
 PP1902* NAD 83(2007) POSITION- 44 54 20.86662(N) 093 56 59.09576(W)   ADJUSTED  
 PP1902* NAD 83(2007) ELLIP HT-   274.489 (meters)        (02/10/07)   ADJUSTED
 PP1902* NAD 83(2007) EPOCH   -  2002.00
 PP1902* NAVD 88 ORTHO HEIGHT -   301.955  (meters)     990.66  (feet) ADJUSTED  
 PP1902  ______________________________________________________________________
 PP1902  NAD 83(2007) X  -   -311,701.473 (meters)                     COMP
 PP1902  NAD 83(2007) Y  - -4,514,433.858 (meters)                     COMP
 PP1902  NAD 83(2007) Z  -  4,480,133.442 (meters)                     COMP
 PP1902  LAPLACE CORR    -          1.58  (seconds)                    DEFLEC09
 PP1902  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 PP1902  DYNAMIC HEIGHT  -        301.931 (meters)      990.59  (feet) COMP
 PP1902  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 PP1902
 PP1902  VERT ORDER      -  SECOND    CLASS I
 PP1902
 PP1902  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1902  Type                                         Horiz  Ellip  Dist(km)
 PP1902  -------------------------------------------------------------------
 PP1902  NETWORK                                       0.60   0.51
 PP1902  -------------------------------------------------------------------
 PP1902  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.60   0.43      1.62
 PP1902  -------------------------------------------------------------------
 PP1902  NOTE: Click here for information on individual local accuracy
 PP1902  values and other accuracy information.
 PP1902
 PP1902
 PP1902.The horizontal coordinates were established by GPS observations
 PP1902.and adjusted by the National Geodetic Survey in February 2007.
 PP1902
 PP1902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1902.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1902
 PP1902.The horizontal coordinates are valid at the epoch date displayed above
 PP1902.which is a decimal equivalence of Year/Month/Day.
 PP1902
 PP1902.The orthometric height was determined by differential leveling and
 PP1902.adjusted in March 2011.
 PP1902
 PP1902.WARNING-Repeat measurements at this control monument indicate possible
 PP1902.vertical movement.
 PP1902
 PP1902.Photographs are available for this station.
 PP1902
 PP1902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1902
 PP1902.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1902
 PP1902.The ellipsoidal height was determined by GPS observations
 PP1902.and is referenced to NAD 83.
 PP1902
 PP1902.The dynamic height is computed by dividing the NAVD 88
 PP1902.geopotential number by the normal gravity value computed on the
 PP1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1902.degrees latitude (g = 980.6199 gals.).
 PP1902
 PP1902.The modeled gravity was interpolated from observed gravity values.
 PP1902
 PP1902. The following values were computed from the NAD 83(2007) position.
 PP1902
 PP1902;                    North         East     Units Scale Factor Converg.
 PP1902;SPC MN S     -   311,759.545   803,968.423   MT  0.99994691   +0 02 06.8
 PP1902;SPC MN S     - 1,022,831.11  2,637,686.40   sFT  0.99994691   +0 02 06.8
 PP1902;UTM  15      - 4,972,924.356   425,022.690   MT  0.99966912   -0 40 13.8
 PP1902
 PP1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1902!SPC MN S     -   0.99995697  x   0.99994691  =   0.99990388
 PP1902!UTM  15      -   0.99995697  x   0.99966912  =   0.99962610
 PP1902
 PP1902:                Primary Azimuth Mark                     Grid Az
 PP1902:SPC MN S     -  1003 E                                   269 49 49.8
 PP1902:UTM  15      -  1003 E                                   270 32 10.4
 PP1902
 PP1902|---------------------------------------------------------------------|
 PP1902| PID    Reference Object                     Distance      Geod. Az  |
 PP1902|                                                           dddmmss.s |
 PP1902| PP1901 1003 E                              APPROX. 1.0 KM 2695156.6 |
 PP1902|---------------------------------------------------------------------|
 PP1902
 PP1902                          SUPERSEDED SURVEY CONTROL
 PP1902
 PP1902  NAD 83(1996)-  44 54 20.86632(N)    093 56 59.09547(W) AD(       ) 1
 PP1902  ELLIP H (06/18/03)  274.532  (m)                       GP(       ) 3 1
 PP1902  NAVD 88 (06/18/03)  301.92   (m)          990.5    (f) LEVELING    3  
 PP1902  NAVD 88 (06/15/91)  301.921  (m)          990.55   (f) SUPERSEDED  2 0
 PP1902  NGVD 29 (??/??/92)  301.844  (m)          990.30   (f) ADJ UNCH    2 0
 PP1902
 PP1902.Superseded values are not recommended for survey control.
 PP1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1902.See file dsdata.txt to determine how the superseded data were derived.
 PP1902
 PP1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2502272924(NAD 83)
 PP1902
 PP1902_MARKER: DB = BENCH MARK DISK
 PP1902_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1902_SP_SET: CONCRETE POST
 PP1902_STAMPING: 1003 F 1968
 PP1902_MARK LOGO: MNHD  
 PP1902_PROJECTION: FLUSH
 PP1902_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1902+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP1902
 PP1902  HISTORY     - Date     Condition        Report By
 PP1902  HISTORY     - 1968     MONUMENTED       MNHD
 PP1902  HISTORY     - 1972     GOOD             MNDT
 PP1902  HISTORY     - 1989     GOOD             MNDT
 PP1902  HISTORY     - 1989     GOOD             MNDT
 PP1902  HISTORY     - 19980401 GOOD             MNDT
 PP1902  HISTORY     - 20051006 GOOD             MNDT
 PP1902  HISTORY     - 20080904 GOOD             MNDT
 PP1902
 PP1902                          STATION DESCRIPTION
 PP1902
 PP1902'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1902'1.1 MI E FROM HOLLYWOOD.
 PP1902'1.1 MILES EAST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1902'IN HOLLYWOOD, 0.95 MILES WEST OF COUNTY ROAD 21 (NORTH), 250 FEET EAST
 PP1902'OF A TOWNSHIP ROAD, 68 FEET SOUTH OF THE CENTERLINE OF TH 7 (STATION
 PP1902'1112+25), 6 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS
 PP1902'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP1902'NW 1/4, SEC 34, T 117, R 26.
 PP1902
 PP1902                          STATION RECOVERY (1989)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 PP1902'RECOVERED IN GOOD CONDITION.
 PP1902
 PP1902                          STATION RECOVERY (1989)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1902'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PP1902'MILES NORTH-NORTHWEST OF THE CITY OF NEW GERMANY, 1.1 MILE EAST ALONG
 PP1902'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33
 PP1902'(1.2 MILES NORTH OF NEW GERMANY), AND IS IN THE SE 1/4 OF SECTION 34,
 PP1902'T117N, R26W.  THE MARK IS 68.0 FEET SOUTH OF HIGHWAY 7 AT ENGINEERING
 PP1902'STATION 1112+25 (MILEPOINT 162.1), 250 FEET EAST OF A NORTH - SOUTH
 PP1902'GRAVEL ROAD AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1902'STANDARD MNHD BENCH MARK DISK STAMPED---1003 F 1968---, IS SET IN THE
 PP1902'TOP OF A 6 FOOT LONG PRECAST MAGNETIC CONCRETE MONUMENT AND IS FLUSH
 PP1902'WITH THE SURFACE OF THE GROUND.
 PP1902
 PP1902                          STATION RECOVERY (1998)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1902'THE MARK WAS RECOVERED 1 MI (1.6 KM) NE OF NEW GERMANY, 250 FT (76.2
 PP1902'M) EAST OF GRAVEL RD, 0.95 MI (1.53 KM) WEST OF CO RD 21 SOUTH, 68 FT
 PP1902'(20.7 M) SOUTH OF TH 7 AT MP 163.05, 84.6 FT (25.8 M) WEST OF P-POLE,
 PP1902'1 FT (0.3 M) NORTH OF WIT POST.
 PP1902
 PP1902                          STATION RECOVERY (2005)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1902'1.1 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 33 (1.2
 PP1902'MILES NORTH OF NEW GERMANY), AT MILEPOINT 163.05 250 FEET EAST OF
 PP1902'NORTH-SOUTH GRAVEL ROAD, 0.95 MILES WEST OF COUNTY ROAD 21 SOUTH, 250
 PP1902'FEET EAST OF TOWNSHIP ROAD, 68 FEET SOUTH OF TRUNK HIGHWAY 7, 84.6
 PP1902'FEET WEST OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1902
 PP1902                          STATION RECOVERY (2008)
 PP1902
 PP1902'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1902'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1905 ***********************************************************************
 PP1905  DESIGNATION -  1003 H
 PP1905  PID         -  PP1905
 PP1905  STATE/COUNTY-  MN/CARVER
 PP1905  COUNTRY     -  US
 PP1905  USGS QUAD   -  MAYER (1981)
 PP1905
 PP1905                         *CURRENT SURVEY CONTROL
 PP1905  ______________________________________________________________________
 PP1905* NAD 83(2007) POSITION- 44 54 20.59305(N) 093 56 02.12426(W)   ADJUSTED  
 PP1905* NAD 83(2007) ELLIP HT-   272.323 (meters)        (02/10/07)   ADJUSTED
 PP1905* NAD 83(2007) EPOCH   -  2002.00
 PP1905* NAVD 88 ORTHO HEIGHT -   299.763  (meters)     983.47  (feet) ADJUSTED  
 PP1905  ______________________________________________________________________
 PP1905  NAD 83(2007) X  -   -310,454.852 (meters)                     COMP
 PP1905  NAD 83(2007) Y  - -4,514,524.197 (meters)                     COMP
 PP1905  NAD 83(2007) Z  -  4,480,125.931 (meters)                     COMP
 PP1905  LAPLACE CORR    -          1.70  (seconds)                    DEFLEC09
 PP1905  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 PP1905  DYNAMIC HEIGHT  -        299.739 (meters)      983.39  (feet) COMP
 PP1905  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 PP1905
 PP1905  VERT ORDER      -  SECOND    CLASS I
 PP1905
 PP1905  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1905  Type                                         Horiz  Ellip  Dist(km)
 PP1905  -------------------------------------------------------------------
 PP1905  NETWORK                                       0.84   0.74
 PP1905  -------------------------------------------------------------------
 PP1905  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.84   0.67      0.83
 PP1905  -------------------------------------------------------------------
 PP1905  NOTE: Click here for information on individual local accuracy
 PP1905  values and other accuracy information.
 PP1905
 PP1905
 PP1905.The horizontal coordinates were established by GPS observations
 PP1905.and adjusted by the National Geodetic Survey in February 2007.
 PP1905
 PP1905.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1905.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1905
 PP1905.The horizontal coordinates are valid at the epoch date displayed above
 PP1905.which is a decimal equivalence of Year/Month/Day.
 PP1905
 PP1905.The orthometric height was determined by differential leveling and
 PP1905.adjusted in June 1991.
 PP1905
 PP1905.Photographs are available for this station.
 PP1905
 PP1905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1905
 PP1905.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1905
 PP1905.The ellipsoidal height was determined by GPS observations
 PP1905.and is referenced to NAD 83.
 PP1905
 PP1905.The dynamic height is computed by dividing the NAVD 88
 PP1905.geopotential number by the normal gravity value computed on the
 PP1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1905.degrees latitude (g = 980.6199 gals.).
 PP1905
 PP1905.The modeled gravity was interpolated from observed gravity values.
 PP1905
 PP1905. The following values were computed from the NAD 83(2007) position.
 PP1905
 PP1905;                    North         East     Units Scale Factor Converg.
 PP1905;SPC MN S     -   311,751.990   805,218.190   MT  0.99994690   +0 02 46.7
 PP1905;SPC MN S     - 1,022,806.32  2,641,786.68   sFT  0.99994690   +0 02 46.7
 PP1905;UTM  15      - 4,972,901.416   426,271.921   MT  0.99966684   -0 39 33.6
 PP1905
 PP1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1905!SPC MN S     -   0.99995730  x   0.99994690  =   0.99990421
 PP1905!UTM  15      -   0.99995730  x   0.99966684  =   0.99962416
 PP1905
 PP1905|---------------------------------------------------------------------|
 PP1905| PID    Reference Object                     Distance      Geod. Az  |
 PP1905|                                                           dddmmss.s |
 PP1905| PP3131 ASTRO                               290.303 METERS 08836     |
 PP1905|---------------------------------------------------------------------|
 PP1905
 PP1905                          SUPERSEDED SURVEY CONTROL
 PP1905
 PP1905  NAD 83(1996)-  44 54 20.59278(N)    093 56 02.12396(W) AD(       ) 1
 PP1905  ELLIP H (06/18/03)  272.368  (m)                       GP(       ) 3 1
 PP1905  NAVD 88 (06/18/03)  299.76   (m)          983.5    (f) LEVELING    3  
 PP1905  NGVD 29 (??/??/92)  299.687  (m)          983.22   (f) ADJ UNCH    2 0
 PP1905
 PP1905.Superseded values are not recommended for survey control.
 PP1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1905.See file dsdata.txt to determine how the superseded data were derived.
 PP1905
 PP1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2627172901(NAD 83)
 PP1905
 PP1905_MARKER: DB = BENCH MARK DISK
 PP1905_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1905_STAMPING: 1003 H 1968
 PP1905_MARK LOGO: MNHD  
 PP1905_PROJECTION: RECESSED 13 CENTIMETERS
 PP1905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1905+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2009
 PP1905
 PP1905  HISTORY     - Date     Condition        Report By
 PP1905  HISTORY     - 1968     MONUMENTED       MNHD
 PP1905  HISTORY     - 1972     GOOD             MNDT
 PP1905  HISTORY     - 19980401 GOOD             MNDT
 PP1905  HISTORY     - 20051006 GOOD             MNDT
 PP1905  HISTORY     - 20090520 GOOD             MNDT
 PP1905
 PP1905                          STATION DESCRIPTION
 PP1905
 PP1905'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1905'1.8 MI E FROM HOLLYWOOD.
 PP1905'2 MILES EAST ALONG TH 7 FROM THE JUNCTION OF TH 7 AND COUNTY ROAD 33
 PP1905'IN HOLLYWOOD, 0.15 MILES WEST OF COUNTY ROAD 21 (NORTH), 70 FEET SOUTH
 PP1905'OF, AND 3 FEET LOWER THAN THE CENTERLINE OF TH 7 (STATION 1153+24), 50
 PP1905'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 48 FEET SOUTH OF THE EAST
 PP1905'END OF A 15 INCH METAL CULVERT, 6 FEET EAST OF A POWER POLE, 1 FOOT
 PP1905'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 PP1905'SET FLUSH WITH THE GROUND.  NE 1/4, SEC 34, T 117, R 26. NOTE-- THIS
 PP1905'MARK IS ALSO 2.75 MILES NORTHWEST OF THE JUNCTION OF COUNTY ROAD 30
 PP1905'AND TH 25 AT MAYER.
 PP1905
 PP1905                          STATION RECOVERY (1998)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1905'THE MARK WAS RECOVERED 2 MI (3.2 KM) EAST OF HOLLYWOOD, 0.15 MI (0.24
 PP1905'KM) WEST OF CO RD 21 NORTH, 70 FT (21.3 M) SOUTH OF TH 7 AT MP 163.85,
 PP1905'50 FT (15.2 M) EAST OF ENTRANCE, 48 FT (14.6 M) SOUTH OF CULVERT, 35.8
 PP1905'FT (10.9 M) WEST OF P-POLE, 1 FT (0.3 M) NORTH OF WIT POST.
 PP1905
 PP1905                          STATION RECOVERY (2005)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1905'2.0 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 33 AT
 PP1905'HOLLYWOOD, 0.15 MILES WEST OF COUNTY ROAD 21 NORTH, AT MILEPOINT
 PP1905'163.85    70 FEET SOUTH OF TRUNK HIGHWAY 7, STATION 1153+24, 50 FEET
 PP1905'EAST OF FIELD ENTRANCE, 48 FEET SOUTH OF EAST END OF METAL CULVERT,
 PP1905'35.8 FEET WEST OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1905
 PP1905                          STATION RECOVERY (2009)
 PP1905
 PP1905'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 PP1905'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1907 ***********************************************************************
 PP1907  DESIGNATION -  1003 I RESET
 PP1907  PID         -  PP1907
 PP1907  STATE/COUNTY-  MN/CARVER
 PP1907  COUNTRY     -  US
 PP1907  USGS QUAD   -  MAYER (1981)
 PP1907
 PP1907                         *CURRENT SURVEY CONTROL
 PP1907  ______________________________________________________________________
 PP1907* NAD 83(1986) POSITION- 44 54 20.54   (N) 093 55 16.58   (W)   HD_HELD1  
 PP1907* NAVD 88 ORTHO HEIGHT -   299.382  (meters)     982.22  (feet) ADJUSTED  
 PP1907  ______________________________________________________________________
 PP1907  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 PP1907  DYNAMIC HEIGHT  -        299.358 (meters)      982.14  (feet) COMP
 PP1907  MODELED GRAVITY -    980,530.7   (mgal)                       NAVD 88
 PP1907
 PP1907  VERT ORDER      -  SECOND    CLASS I
 PP1907
 PP1907.The horizontal coordinates were established by differentially corrected
 PP1907.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1907.
 PP1907.The orthometric height was determined by differential leveling and
 PP1907.adjusted in March 2011.
 PP1907
 PP1907.Photographs are available for this station.
 PP1907
 PP1907.The dynamic height is computed by dividing the NAVD 88
 PP1907.geopotential number by the normal gravity value computed on the
 PP1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1907.degrees latitude (g = 980.6199 gals.).
 PP1907
 PP1907.The modeled gravity was interpolated from observed gravity values.
 PP1907
 PP1907;                    North         East    Units  Estimated Accuracy
 PP1907;SPC MN S     -   311,751.2     806,217.3     MT  (+/- 3 meters HH1 GPS) 
 PP1907
 PP1907                          SUPERSEDED SURVEY CONTROL
 PP1907
 PP1907  NAVD 88 (06/15/91)  299.396  (m)          982.27   (f) SUPERSEDED  2 0
 PP1907  NGVD 29 (??/??/92)  299.319  (m)          982.02   (f) ADJ UNCH    2 0
 PP1907
 PP1907.Superseded values are not recommended for survey control.
 PP1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1907.See file dsdata.txt to determine how the superseded data were derived.
 PP1907
 PP1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2727072888(NAD 83)
 PP1907
 PP1907_MARKER: DB = BENCH MARK DISK
 PP1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1907_STAMPING: 1003 I RESET 1971
 PP1907_MARK LOGO: MNHD  
 PP1907_PROJECTION: RECESSED 5 CENTIMETERS
 PP1907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1907+STABILITY: SURFACE MOTION
 PP1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1907+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP1907
 PP1907  HISTORY     - Date     Condition        Report By
 PP1907  HISTORY     - 1971     MONUMENTED       MNHD
 PP1907  HISTORY     - 1972     GOOD             MNDT
 PP1907  HISTORY     - 19980401 GOOD             MNDT
 PP1907  HISTORY     - 20051006 GOOD             MNDT
 PP1907  HISTORY     - 20080904 GOOD             MNDT
 PP1907
 PP1907                          STATION DESCRIPTION
 PP1907
 PP1907'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1907'2.1 MI NW FROM MAYER.
 PP1907'1.5 MILES NORTH ALONG COUNTY ROAD 23 FROM THE JUNCTION OF COUNTY ROADS
 PP1907'23 AND 30 IN MAYER, THENCE, 1.55 MILES WEST ALONG TH 7, 0.4 MILES EAST
 PP1907'OF COUNTY ROAD 21 (NORTH), 168 FEET WEST OF THE CENTER OF A FARM
 PP1907'ENTRANCE SOUTH, 74 FEET SOUTH OF, AND 2 FEET HIGHER THAN THE
 PP1907'CENTERLINE OF TH 7 AT MILE POINT 164.4 (STATION 1186), 1 FOOT NORTH OF
 PP1907'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 3
 PP1907'INCHES BELOW GROUND.  NW 1/4, SEC 35, T 117, R 26.
 PP1907
 PP1907                          STATION RECOVERY (1998)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1907'RECOVERED AS DESCRIBED AND 6.5 FT (2.0 M) WSW OF P-POLE.
 PP1907
 PP1907                          STATION RECOVERY (2005)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1907'2.0 MILES NORTHWEST OF MAYER, 0.4 MILES EAST OF JUNCTION OF TRUNK
 PP1907'HIGHWAY 7 AND COUNTY ROAD 21 NORTH, AT TRUNK HIGHWAY 7 MILEPOINT
 PP1907'164.4, 168 FEET WEST OF FARM ENTRANCE SOUTH, 74 FEET SOUTH OF TRUNK
 PP1907'HIGHWAY 7 AT STATION 1186+00, 6.5 FEET WEST-SOUTHWEST OF POWER POLE,
 PP1907'NORTH OF WITNESS POST
 PP1907
 PP1907                          STATION RECOVERY (2008)
 PP1907
 PP1907'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1907'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1914 ***********************************************************************
 PP1914  DESIGNATION -  1003 K
 PP1914  PID         -  PP1914
 PP1914  STATE/COUNTY-  MN/CARVER
 PP1914  COUNTRY     -  US
 PP1914  USGS QUAD   -  WATERTOWN (1993)
 PP1914
 PP1914                         *CURRENT SURVEY CONTROL
 PP1914  ______________________________________________________________________
 PP1914* NAD 83(2007) POSITION- 44 54 19.47532(N) 093 51 42.41257(W)   ADJUSTED  
 PP1914* NAD 83(2007) ELLIP HT-   270.495 (meters)        (02/10/07)   ADJUSTED
 PP1914* NAD 83(2007) EPOCH   -  2002.00
 PP1914* NAVD 88 ORTHO HEIGHT -   297.870  (meters)     977.26  (feet) ADJUSTED  
 PP1914  ______________________________________________________________________
 PP1914  NAD 83(2007) X  -   -304,771.843 (meters)                     COMP
 PP1914  NAD 83(2007) Y  - -4,514,934.529 (meters)                     COMP
 PP1914  NAD 83(2007) Z  -  4,480,100.202 (meters)                     COMP
 PP1914  LAPLACE CORR    -          3.61  (seconds)                    DEFLEC09
 PP1914  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PP1914  DYNAMIC HEIGHT  -        297.849 (meters)      977.19  (feet) COMP
 PP1914  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 PP1914
 PP1914  VERT ORDER      -  SECOND    CLASS I
 PP1914
 PP1914  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1914  Type                                         Horiz  Ellip  Dist(km)
 PP1914  -------------------------------------------------------------------
 PP1914  NETWORK                                       0.53   0.55
 PP1914  -------------------------------------------------------------------
 PP1914  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.43      2.28
 PP1914  -------------------------------------------------------------------
 PP1914  NOTE: Click here for information on individual local accuracy
 PP1914  values and other accuracy information.
 PP1914
 PP1914
 PP1914.The horizontal coordinates were established by GPS observations
 PP1914.and adjusted by the National Geodetic Survey in February 2007.
 PP1914
 PP1914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1914.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1914
 PP1914.The horizontal coordinates are valid at the epoch date displayed above
 PP1914.which is a decimal equivalence of Year/Month/Day.
 PP1914
 PP1914.The orthometric height was determined by differential leveling and
 PP1914.adjusted in June 1991.
 PP1914
 PP1914.Photographs are available for this station.
 PP1914
 PP1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1914
 PP1914.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1914
 PP1914.The ellipsoidal height was determined by GPS observations
 PP1914.and is referenced to NAD 83.
 PP1914
 PP1914.The dynamic height is computed by dividing the NAVD 88
 PP1914.geopotential number by the normal gravity value computed on the
 PP1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1914.degrees latitude (g = 980.6199 gals.).
 PP1914
 PP1914.The modeled gravity was interpolated from observed gravity values.
 PP1914
 PP1914. The following values were computed from the NAD 83(2007) position.
 PP1914
 PP1914;                    North         East     Units Scale Factor Converg.
 PP1914;SPC MN S     -   311,724.608   810,915.441   MT  0.99994686   +0 05 48.8
 PP1914;SPC MN S     - 1,022,716.48  2,660,478.41   sFT  0.99994686   +0 05 48.8
 PP1914;UTM  15      - 4,972,803.917   431,966.779   MT  0.99965691   -0 36 30.2
 PP1914
 PP1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1914!SPC MN S     -   0.99995759  x   0.99994686  =   0.99990445
 PP1914!UTM  15      -   0.99995759  x   0.99965691  =   0.99961452
 PP1914
 PP1914:                Primary Azimuth Mark                     Grid Az
 PP1914:SPC MN S     -  1003 L                                   090 03 46.0
 PP1914:UTM  15      -  1003 L                                   090 46 05.0
 PP1914
 PP1914|---------------------------------------------------------------------|
 PP1914| PID    Reference Object                     Distance      Geod. Az  |
 PP1914|                                                           dddmmss.s |
 PP1914| PP1918 1003 L                              APPROX. 0.9 KM 0900934.8 |
 PP1914|---------------------------------------------------------------------|
 PP1914
 PP1914                          SUPERSEDED SURVEY CONTROL
 PP1914
 PP1914  NAD 83(1996)-  44 54 19.47502(N)    093 51 42.41223(W) AD(       ) 1
 PP1914  ELLIP H (06/18/03)  270.544  (m)                       GP(       ) 3 1
 PP1914  NAVD 88 (06/18/03)  297.87   (m)          977.3    (f) LEVELING    3  
 PP1914  NGVD 29 (??/??/92)  297.794  (m)          977.01   (f) ADJ UNCH    2 0
 PP1914
 PP1914.Superseded values are not recommended for survey control.
 PP1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1914.See file dsdata.txt to determine how the superseded data were derived.
 PP1914
 PP1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3196672803(NAD 83)
 PP1914
 PP1914_MARKER: DB = BENCH MARK DISK
 PP1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1914_STAMPING: 1003 K 1968
 PP1914_MARK LOGO: MNHD  
 PP1914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1914+STABILITY: SURFACE MOTION
 PP1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1914+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2005
 PP1914
 PP1914  HISTORY     - Date     Condition        Report By
 PP1914  HISTORY     - 1968     MONUMENTED       MNHD
 PP1914  HISTORY     - 1972     GOOD             MNDT
 PP1914  HISTORY     - 19970401 GOOD             MNDT
 PP1914  HISTORY     - 20051006 GOOD             MNDT
 PP1914  HISTORY     - 20051006 GOOD             MNDT
 PP1914  HISTORY     - 20051006 GOOD             MNDT
 PP1914  HISTORY     - 20051006 GOOD             MNDT
 PP1914
 PP1914                          STATION DESCRIPTION
 PP1914
 PP1914'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1914'1.9 MI NE FROM MAYER.
 PP1914'1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF TH 25 AND COUNTY
 PP1914'ROAD 30 IN MAYER, THENCE, 0.4 MILES EAST ALONG TH 7, 64 FEET SOUTH OF
 PP1914'THE CENTERLINE OF TH 7 (STATION 1340+21), 5 FEET NORTH OF A POWER
 PP1914'POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP1914'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4, SEC 32, T 117, R
 PP1914'25.
 PP1914
 PP1914                          STATION RECOVERY (1997)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 PP1914'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) NORTH OF MAYER, 0.4 MI (0.6 KM)
 PP1914'EAST OF JCT OF TH 7 AND TH 25 SOUTH, 64 FT (19.5 M) SOUTH OF TH 7 AT
 PP1914'MP 167.15, 59.4 FT (18.1 M) EAST OF P-POLE, 1 FT (0.3 M) NORTH OF WIT
 PP1914'POST.
 PP1914
 PP1914                          STATION RECOVERY (2005)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1914'1.5 MILES NORTH OF MAYER, 0.4 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 PP1914'7 AND TRUNK HIGHWAY 25 SOUTH AT MILEPOINT 167.15, 64 FEET SOUTH OF
 PP1914'TRUNK HIGHWAY 7 STATION 1340+21, 59.4 FEET EAST OF POWER POLE, 1.0
 PP1914'FEET NORTH OF WITNESS POST
 PP1914
 PP1914                          STATION RECOVERY (2005)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1914'1.5 MILES NORTH OF MAYER, 0.4 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 PP1914'7 AND TRUNK HIGHWAY 25 SOUTH AT MILEPOINT 167.15, 64 FEET SOUTH OF
 PP1914'TRUNK HIGHWAY 7 STATION 1340+21, 59.4 FEET EAST OF POWER POLE, 1.0
 PP1914'FEET NORTH OF WITNESS POST
 PP1914
 PP1914                          STATION RECOVERY (2005)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1914'1.5 MILES NORTH OF MAYER, 0.4 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 PP1914'7 AND TRUNK HIGHWAY 25 SOUTH AT MILEPOINT 167.15, 64 FEET SOUTH OF
 PP1914'TRUNK HIGHWAY 7 STATION 1340+21, 59.4 FEET EAST OF POWER POLE, 1.0
 PP1914'FEET NORTH OF WITNESS POST
 PP1914
 PP1914                          STATION RECOVERY (2005)
 PP1914
 PP1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1914'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1918 ***********************************************************************
 PP1918  DESIGNATION -  1003 L
 PP1918  PID         -  PP1918
 PP1918  STATE/COUNTY-  MN/CARVER
 PP1918  COUNTRY     -  US
 PP1918  USGS QUAD   -  WATERTOWN (1993)
 PP1918
 PP1918                         *CURRENT SURVEY CONTROL
 PP1918  ______________________________________________________________________
 PP1918* NAD 83(2007) POSITION- 44 54 19.39366(N) 093 51 02.16994(W)   ADJUSTED  
 PP1918* NAD 83(2007) ELLIP HT-   270.519 (meters)        (02/10/07)   ADJUSTED
 PP1918* NAD 83(2007) EPOCH   -  2002.00
 PP1918* NAVD 88 ORTHO HEIGHT -   297.872  (meters)     977.27  (feet) ADJUSTED  
 PP1918  ______________________________________________________________________
 PP1918  NAD 83(2007) X  -   -303,891.086 (meters)                     COMP
 PP1918  NAD 83(2007) Y  - -4,514,995.697 (meters)                     COMP
 PP1918  NAD 83(2007) Z  -  4,480,098.433 (meters)                     COMP
 PP1918  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC09
 PP1918  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 PP1918  DYNAMIC HEIGHT  -        297.851 (meters)      977.20  (feet) COMP
 PP1918  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 PP1918
 PP1918  VERT ORDER      -  SECOND    CLASS I
 PP1918
 PP1918  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1918  Type                                         Horiz  Ellip  Dist(km)
 PP1918  -------------------------------------------------------------------
 PP1918  NETWORK                                       0.50   0.55
 PP1918  -------------------------------------------------------------------
 PP1918  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.62   0.56      7.34
 PP1918  -------------------------------------------------------------------
 PP1918  NOTE: Click here for information on individual local accuracy
 PP1918  values and other accuracy information.
 PP1918
 PP1918
 PP1918.The horizontal coordinates were established by GPS observations
 PP1918.and adjusted by the National Geodetic Survey in February 2007.
 PP1918
 PP1918.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1918.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1918
 PP1918.The horizontal coordinates are valid at the epoch date displayed above
 PP1918.which is a decimal equivalence of Year/Month/Day.
 PP1918
 PP1918.The orthometric height was determined by differential leveling and
 PP1918.adjusted in June 1991.
 PP1918
 PP1918.Photographs are available for this station.
 PP1918
 PP1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1918
 PP1918.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1918
 PP1918.The ellipsoidal height was determined by GPS observations
 PP1918.and is referenced to NAD 83.
 PP1918
 PP1918.The dynamic height is computed by dividing the NAVD 88
 PP1918.geopotential number by the normal gravity value computed on the
 PP1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1918.degrees latitude (g = 980.6199 gals.).
 PP1918
 PP1918.The modeled gravity was interpolated from observed gravity values.
 PP1918
 PP1918. The following values were computed from the NAD 83(2007) position.
 PP1918
 PP1918;                    North         East     Units Scale Factor Converg.
 PP1918;SPC MN S     -   311,723.640   811,798.236   MT  0.99994686   +0 06 17.0
 PP1918;SPC MN S     - 1,022,713.31  2,663,374.71   sFT  0.99994686   +0 06 17.0
 PP1918;UTM  15      - 4,972,792.087   432,849.239   MT  0.99965545   -0 36 01.8
 PP1918
 PP1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1918!SPC MN S     -   0.99995759  x   0.99994686  =   0.99990445
 PP1918!UTM  15      -   0.99995759  x   0.99965545  =   0.99961305
 PP1918
 PP1918:                Primary Azimuth Mark                     Grid Az
 PP1918:SPC MN S     -  1003 K                                   270 03 46.2
 PP1918:UTM  15      -  1003 K                                   270 46 05.0
 PP1918
 PP1918|---------------------------------------------------------------------|
 PP1918| PID    Reference Object                     Distance      Geod. Az  |
 PP1918|                                                           dddmmss.s |
 PP1918| PP1914 1003 K                              APPROX. 0.9 KM 2701003.2 |
 PP1918|---------------------------------------------------------------------|
 PP1918
 PP1918                          SUPERSEDED SURVEY CONTROL
 PP1918
 PP1918  NAD 83(1996)-  44 54 19.39336(N)    093 51 02.16961(W) AD(       ) 1
 PP1918  ELLIP H (06/18/03)  270.568  (m)                       GP(       ) 3 1
 PP1918  NAVD 88 (06/18/03)  297.87   (m)          977.3    (f) LEVELING    3  
 PP1918  NGVD 29 (??/??/92)  297.797  (m)          977.02   (f) ADJ UNCH    2 0
 PP1918
 PP1918.Superseded values are not recommended for survey control.
 PP1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1918.See file dsdata.txt to determine how the superseded data were derived.
 PP1918
 PP1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3284972792(NAD 83)
 PP1918
 PP1918_MARKER: DB = BENCH MARK DISK
 PP1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1918_STAMPING: 1003 L 1968
 PP1918_MARK LOGO: MNHD  
 PP1918_PROJECTION: RECESSED 20 CENTIMETERS
 PP1918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1918+STABILITY: SURFACE MOTION
 PP1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1918+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 PP1918
 PP1918  HISTORY     - Date     Condition        Report By
 PP1918  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1918  HISTORY     - 1972     GOOD             MNDT
 PP1918  HISTORY     - 19980401 GOOD             MNDT
 PP1918  HISTORY     - 20040902 GOOD             MNDT
 PP1918  HISTORY     - 20051006 GOOD             MNDT
 PP1918  HISTORY     - 20051006 GOOD             MNDT
 PP1918  HISTORY     - 20051006 GOOD             MNDT
 PP1918  HISTORY     - 20051006 GOOD             MNDT
 PP1918  HISTORY     - 20080617 GOOD             MNDT
 PP1918
 PP1918                          STATION DESCRIPTION
 PP1918
 PP1918'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1918'2.4 MI NE FROM MAYER.
 PP1918'1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF TH 25 AND COUNTY
 PP1918'ROAD 30 IN MAYER, THENCE, 0.9 MILES EAST ALONG TH 7, 0.6 MILES WEST OF
 PP1918'A TOWNSHIP ROAD, 232 FEET EAST OF THE CENTER OF A FARM ENTRANCE, 191
 PP1918'FEET EAST-NORTHEAST OF TWIN 12 INCH ELM TREES, 97 FEET WEST-SOUTHWEST
 PP1918'OF A POWER POLE, 57 FEET SOUTH OF THE CENTERLINE OF TH 7 (STATION
 PP1918'1369+14), 1 FOOT NORTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT
 PP1918'SET FLUSH WITH THE GROUND.  NE 1/4, SEC 32, T 117, R 25.
 PP1918
 PP1918                          STATION RECOVERY (1998)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1918'THE MARK WAS RECOVERED 2.4 MI (3.9 KM) NE OF MAYER AT TH 7 MP 167.95,
 PP1918'0.6 MI (1.0 KM) WEST OF TWP RD, 64 FT (19.5 M) SOUTH OF TH 7, 98.7 FT
 PP1918'(30.1 M) WNW OF P-POLE, 1 FT (0.3 M) NORTH OF WIT POST.
 PP1918
 PP1918                          STATION RECOVERY (2004)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JW)
 PP1918'1.8 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 23
 PP1918'AT MAYER THEN  0.9 MILE EAST ON TRUNK HIGHWAY 7 TO MILEPOINT 167.95.
 PP1918'0.6 MILE WEST OF NORTH-SOUTH  TOWNSHIP ROAD, 64 FEET SOUTH OF THE
 PP1918'CENTER OF TRUNK HIGHWAY 7.   AT STATION 1340+21, 98.7  FEET
 PP1918'WEST-NORTHWEST OF POWER POLE, 1 FOOT NORTH OF WITNESS POST , RECESSED
 PP1918'5 INCHES.
 PP1918
 PP1918                          STATION RECOVERY (2005)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1918'1.8 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 23
 PP1918'AT MAYER THEN 0.9 MILES EAST ON TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7
 PP1918'MILEPOINT 167.95, 0.6 MILES WEST OF NORTH-SOUTH TOWNSHIP ROAD, 64 FEET
 PP1918'SOUTH OF TRUNK HIGHWAY 7 AT STATION 1340+21, 98.7 FEET WEST-NORTHWEST
 PP1918'OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1918
 PP1918                          STATION RECOVERY (2005)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1918'1.8 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 23
 PP1918'AT MAYER THEN 0.9 MILES EAST ON TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7
 PP1918'MILEPOINT 167.95, 0.6 MILES WEST OF NORTH-SOUTH TOWNSHIP ROAD, 64 FEET
 PP1918'SOUTH OF TRUNK HIGHWAY 7 AT STATION 1340+21, 98.7 FEET WEST-NORTHWEST
 PP1918'OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1918
 PP1918                          STATION RECOVERY (2005)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1918'1.8 MILES NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 23
 PP1918'AT MAYER THEN 0.9 MILES EAST ON TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7
 PP1918'MILEPOINT 167.95, 0.6 MILES WEST OF NORTH-SOUTH TOWNSHIP ROAD, 64 FEET
 PP1918'SOUTH OF TRUNK HIGHWAY 7 AT STATION 1340+21, 98.7 FEET WEST-NORTHWEST
 PP1918'OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 PP1918
 PP1918                          STATION RECOVERY (2005)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1918'RECOVERED AS DESCRIBED.
 PP1918
 PP1918                          STATION RECOVERY (2008)
 PP1918
 PP1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1918'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1918'THE MARK IS 1.8 MILES NORTHEAST OF MAYER, 1.75 MILES NORTHEAST ON
 PP1918'TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30
 PP1918'IN MAYER, THEN 0.9 MILE EAST ON TRUNK HIGHWAY 7 TO TRUNK HIGHWAY 7
 PP1918'MILEPOINT 167.95, 0.6 MILE WEST OF POLK AVENUE, 98.7 FEET
 PP1918'WEST-NORTHWEST OF POWER POLE, 64 FEET SOUTH OF TRUNK HIGHWAY 7 AT
 PP1918'STATION 1340+21, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1921 ***********************************************************************
 PP1921  DESIGNATION -  1003 N
 PP1921  PID         -  PP1921
 PP1921  STATE/COUNTY-  MN/CARVER
 PP1921  COUNTRY     -  US
 PP1921  USGS QUAD   -  WATERTOWN (1993)
 PP1921
 PP1921                         *CURRENT SURVEY CONTROL
 PP1921  ______________________________________________________________________
 PP1921* NAD 83(1986) POSITION- 44 54 20.     (N) 093 49 24.     (W)   SCALED    
 PP1921* NAVD 88 ORTHO HEIGHT -   304.593  (meters)     999.32  (feet) ADJUSTED  
 PP1921  ______________________________________________________________________
 PP1921  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PP1921  DYNAMIC HEIGHT  -        304.573 (meters)      999.25  (feet) COMP
 PP1921  MODELED GRAVITY -    980,541.7   (mgal)                       NAVD 88
 PP1921
 PP1921  VERT ORDER      -  SECOND    CLASS 0
 PP1921
 PP1921.The horizontal coordinates were scaled from a topographic map and have
 PP1921.an estimated accuracy of +/- 6 seconds.
 PP1921.
 PP1921.The orthometric height was determined by differential leveling and
 PP1921.adjusted in June 1991.
 PP1921
 PP1921.The dynamic height is computed by dividing the NAVD 88
 PP1921.geopotential number by the normal gravity value computed on the
 PP1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1921.degrees latitude (g = 980.6199 gals.).
 PP1921
 PP1921.The modeled gravity was interpolated from observed gravity values.
 PP1921
 PP1921;                    North         East    Units  Estimated Accuracy
 PP1921;SPC MN S     -   311,750.      813,950.      MT  (+/- 180 meters Scaled)
 PP1921
 PP1921                          SUPERSEDED SURVEY CONTROL
 PP1921
 PP1921  NGVD 29 (??/??/92)  304.517  (m)          999.07   (f) ADJ UNCH    2 0
 PP1921
 PP1921.Superseded values are not recommended for survey control.
 PP1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1921.See file dsdata.txt to determine how the superseded data were derived.
 PP1921
 PP1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK350727(NAD 83)
 PP1921
 PP1921_MARKER: DD = SURVEY DISK
 PP1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1921_STAMPING: 1003-N 1968
 PP1921_MARK LOGO: MNHD  
 PP1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1921+STABILITY: SURFACE MOTION
 PP1921
 PP1921  HISTORY     - Date     Condition        Report By
 PP1921  HISTORY     - 1968     MONUMENTED       MNDT
 PP1921  HISTORY     - 1972     GOOD             MNDT
 PP1921  HISTORY     - 1987     GOOD             USPSQD
 PP1921  HISTORY     - 20080401 MARK NOT FOUND   MNDT
 PP1921
 PP1921                          STATION DESCRIPTION
 PP1921
 PP1921'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1921'3.6 MI NE FROM MAYER.
 PP1921'1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF TH 25 AND COUNTY
 PP1921'ROAD 30 IN MAYER, THENCE, 2.4 MILES EAST ALONG TH 7, 0.25 MILES WEST
 PP1921'OF COUNTY ROAD 10, 114 FEET EAST OF THE CENTER OF A FIELD ENTRANCE,
 PP1921'101 FEET EAST OF THE EAST END OF A 15 INCH METAL CULVERT, 65 FEET
 PP1921'SOUTH OF THE CENTERLINE OF TH 7 (STATION 1439+42), 25 FEET WEST OF A
 PP1921'POWER POLE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP1921'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4, SEC 34, T 117, R
 PP1921'25.  NOTE-- THIS MARK IS ALSO 3.75 MILES WEST ALONG TH 7 FROM THE
 PP1921'JUNCTION OF TH 7 AND COUNTY ROAD 92 IN ST. BONIFACIUS.
 PP1921
 PP1921                          STATION RECOVERY (1987)
 PP1921
 PP1921'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1921'RECOVERED IN GOOD CONDITION.
 PP1921
 PP1921                          STATION RECOVERY (2008)
 PP1921
 PP1921'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1921'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1922 ***********************************************************************
 PP1922  DESIGNATION -  1003 O
 PP1922  PID         -  PP1922
 PP1922  STATE/COUNTY-  MN/CARVER
 PP1922  COUNTRY     -  US
 PP1922  USGS QUAD   -  WATERTOWN (1993)
 PP1922
 PP1922                         *CURRENT SURVEY CONTROL
 PP1922  ______________________________________________________________________
 PP1922* NAD 83(2007) POSITION- 44 54 18.65025(N) 093 48 07.76768(W)   ADJUSTED  
 PP1922* NAD 83(2007) ELLIP HT-   276.876 (meters)        (03/10/09)   ADJUSTED
 PP1922* NAD 83(2007) EPOCH   -  2002.00
 PP1922* NAVD 88 ORTHO HEIGHT -   304.141  (meters)     997.84  (feet) ADJUSTED  
 PP1922  ______________________________________________________________________
 PP1922  NAD 83(2007) X  -   -300,074.805 (meters)                     COMP
 PP1922  NAD 83(2007) Y  - -4,515,271.689 (meters)                     COMP
 PP1922  NAD 83(2007) Z  -  4,480,086.666 (meters)                     COMP
 PP1922  LAPLACE CORR    -          4.93  (seconds)                    DEFLEC09
 PP1922  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 PP1922  DYNAMIC HEIGHT  -        304.122 (meters)      997.77  (feet) COMP
 PP1922  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 PP1922
 PP1922  HORZ ORDER      -  FIRST
 PP1922  VERT ORDER      -  SECOND    CLASS I
 PP1922  ELLP ORDER      -  THIRD     CLASS I
 PP1922
 PP1922.The horizontal coordinates were established by GPS observations
 PP1922.and adjusted by the National Geodetic Survey in March 2009.
 PP1922
 PP1922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1922.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1922
 PP1922.The horizontal coordinates are valid at the epoch date displayed above
 PP1922.which is a decimal equivalence of Year/Month/Day.
 PP1922
 PP1922.The orthometric height was determined by differential leveling and
 PP1922.adjusted in June 1991.
 PP1922
 PP1922.Photographs are available for this station.
 PP1922
 PP1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1922
 PP1922.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1922
 PP1922.The ellipsoidal height was determined by GPS observations
 PP1922.and is referenced to NAD 83.
 PP1922
 PP1922.The dynamic height is computed by dividing the NAVD 88
 PP1922.geopotential number by the normal gravity value computed on the
 PP1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1922.degrees latitude (g = 980.6199 gals.).
 PP1922
 PP1922.The modeled gravity was interpolated from observed gravity values.
 PP1922
 PP1922. The following values were computed from the NAD 83(2007) position.
 PP1922
 PP1922;                    North         East     Units Scale Factor Converg.
 PP1922;SPC MN S     -   311,708.819   815,624.101   MT  0.99994683   +0 08 19.2
 PP1922;SPC MN S     - 1,022,664.68  2,675,926.74   sFT  0.99994683   +0 08 19.2
 PP1922;UTM  15      - 4,972,730.205   436,673.505   MT  0.99964931   -0 33 58.6
 PP1922
 PP1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1922!SPC MN S     -   0.99995659  x   0.99994683  =   0.99990342
 PP1922!UTM  15      -   0.99995659  x   0.99964931  =   0.99960592
 PP1922
 PP1922:                Primary Azimuth Mark                     Grid Az
 PP1922:SPC MN S     -  1003 P                                   087 21 46.4
 PP1922:UTM  15      -  1003 P                                   088 04 04.2
 PP1922
 PP1922|---------------------------------------------------------------------|
 PP1922| PID    Reference Object                     Distance      Geod. Az  |
 PP1922|                                                           dddmmss.s |
 PP1922| PP1930 1003 P                              APPROX. 0.8 KM 0873005.6 |
 PP1922|---------------------------------------------------------------------|
 PP1922
 PP1922                          SUPERSEDED SURVEY CONTROL
 PP1922
 PP1922  NAD 83(1996)-  44 54 18.64995(N)    093 48 07.76735(W) AD(       ) 1
 PP1922  ELLIP H (01/30/07)  276.923  (m)                       GP(       ) 3 1
 PP1922  NAVD 88 (01/30/07)  304.14   (m)          997.8    (f) LEVELING    3  
 PP1922  NGVD 29 (??/??/92)  304.063  (m)          997.58   (f) ADJ UNCH    2 0
 PP1922
 PP1922.Superseded values are not recommended for survey control.
 PP1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1922.See file dsdata.txt to determine how the superseded data were derived.
 PP1922
 PP1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3667372730(NAD 83)
 PP1922
 PP1922_MARKER: DB = BENCH MARK DISK
 PP1922_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1922_STAMPING: 1003 O 1968
 PP1922_MARK LOGO: MNHD  
 PP1922_PROJECTION: RECESSED 15 CENTIMETERS
 PP1922_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1922+STABILITY: SURFACE MOTION
 PP1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1922+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 PP1922
 PP1922  HISTORY     - Date     Condition        Report By
 PP1922  HISTORY     - 1968     MONUMENTED       MNHD
 PP1922  HISTORY     - 1972     GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922  HISTORY     - 20060104 GOOD             MNDT
 PP1922
 PP1922                          STATION DESCRIPTION
 PP1922
 PP1922'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1922'2.75 MI W FROM ST BONIFACIUS.
 PP1922'2.75 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1922'ROAD 92 IN ST. BONIFACIUS, 0.8 MILES EAST OF COUNTY ROAD 10, 107 FEET
 PP1922'WEST OF A POWER POLE, 73 FEET EAST OF A POWER POLE, 59 FEET SOUTH OF
 PP1922'THE CENTERLINE OF T.H. 7 (STATION 1494+73), 1 FOOT NORTH OF A STEEL
 PP1922'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE CULVERT SET FLUSH WITH THE
 PP1922'GROUND.  NW 1/4, SEC 35, T 117, R 25W.
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1922'2.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1922'SAINT BONIFACIUS, TRUNK HIGHWAY 7 MILEPOINT 170.30, 0.8 MILES EAST OF
 PP1922'COUNTY ROAD 10, 107 FEET WEST OF POWER POLE, 73 FEET EAST OF POWER
 PP1922'POLE, 59 FEET SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73, 1 FOOT
 PP1922'NORTH OF WITNESS POST
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1922'2.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1922'SAINT BONIFACIUS, TRUNK HIGHWAY 7 MILEPOINT 170.30, 0.8 MILES EAST OF
 PP1922'COUNTY ROAD 10, 107 FEET WEST OF POWER POLE, 73 FEET EAST OF POWER
 PP1922'POLE, 59 FEET SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73, 1 FOOT
 PP1922'NORTH OF WITNESS POST
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1922'2.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1922'SAINT BONIFACIUS, TRUNK HIGHWAY 7 MILEPOINT 170.30, 0.8 MILES EAST OF
 PP1922'COUNTY ROAD 10, 107 FEET WEST OF POWER POLE, 73 FEET EAST OF POWER
 PP1922'POLE, 59 FEET SOUTH OF TRUNK HIGHWAY 7 AT STATION 1494+73, 1 FOOT
 PP1922'NORTH OF WITNESS POST
 PP1922
 PP1922                          STATION RECOVERY (2006)
 PP1922
 PP1922'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JPG)
 PP1922'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1930 ***********************************************************************
 PP1930  DESIGNATION -  1003 P
 PP1930  PID         -  PP1930
 PP1930  STATE/COUNTY-  MN/CARVER
 PP1930  COUNTRY     -  US
 PP1930  USGS QUAD   -  WATERTOWN (1993)
 PP1930
 PP1930                         *CURRENT SURVEY CONTROL
 PP1930  ______________________________________________________________________
 PP1930* NAD 83(2007) POSITION- 44 54 19.80167(N) 093 47 30.58182(W)   ADJUSTED  
 PP1930* NAD 83(2007) ELLIP HT-   276.573 (meters)        (03/10/09)   ADJUSTED
 PP1930* NAD 83(2007) EPOCH   -  2002.00
 PP1930* NAVD 88 ORTHO HEIGHT -   303.817  (meters)     996.77  (feet) ADJUSTED  
 PP1930  ______________________________________________________________________
 PP1930  NAD 83(2007) X  -   -299,259.104 (meters)                     COMP
 PP1930  NAD 83(2007) Y  - -4,515,300.462 (meters)                     COMP
 PP1930  NAD 83(2007) Z  -  4,480,111.628 (meters)                     COMP
 PP1930  LAPLACE CORR    -          5.05  (seconds)                    DEFLEC09
 PP1930  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PP1930  DYNAMIC HEIGHT  -        303.799 (meters)      996.71  (feet) COMP
 PP1930  MODELED GRAVITY -    980,546.7   (mgal)                       NAVD 88
 PP1930
 PP1930  HORZ ORDER      -  FIRST
 PP1930  VERT ORDER      -  SECOND    CLASS I
 PP1930  ELLP ORDER      -  THIRD     CLASS I
 PP1930
 PP1930.The horizontal coordinates were established by GPS observations
 PP1930.and adjusted by the National Geodetic Survey in March 2009.
 PP1930
 PP1930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1930.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1930
 PP1930.The horizontal coordinates are valid at the epoch date displayed above
 PP1930.which is a decimal equivalence of Year/Month/Day.
 PP1930
 PP1930.The orthometric height was determined by differential leveling and
 PP1930.adjusted in February 2009.
 PP1930
 PP1930.Photographs are available for this station.
 PP1930
 PP1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1930
 PP1930.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1930
 PP1930.The ellipsoidal height was determined by GPS observations
 PP1930.and is referenced to NAD 83.
 PP1930
 PP1930.The dynamic height is computed by dividing the NAVD 88
 PP1930.geopotential number by the normal gravity value computed on the
 PP1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1930.degrees latitude (g = 980.6199 gals.).
 PP1930
 PP1930.The modeled gravity was interpolated from observed gravity values.
 PP1930
 PP1930. The following values were computed from the NAD 83(2007) position.
 PP1930
 PP1930;                    North         East     Units Scale Factor Converg.
 PP1930;SPC MN S     -   311,746.386   816,439.748   MT  0.99994687   +0 08 45.3
 PP1930;SPC MN S     - 1,022,787.93  2,678,602.74   sFT  0.99994687   +0 08 45.3
 PP1930;UTM  15      - 4,972,757.726   437,489.309   MT  0.99964805   -0 33 32.4
 PP1930
 PP1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1930!SPC MN S     -   0.99995664  x   0.99994687  =   0.99990351
 PP1930!UTM  15      -   0.99995664  x   0.99964805  =   0.99960470
 PP1930
 PP1930:                Primary Azimuth Mark                     Grid Az
 PP1930:SPC MN S     -  1003 Q RESET                             090 05 57.2
 PP1930:UTM  15      -  1003 Q RESET                             090 48 14.9
 PP1930
 PP1930|---------------------------------------------------------------------|
 PP1930| PID    Reference Object                     Distance      Geod. Az  |
 PP1930|                                                           dddmmss.s |
 PP1930| PP1926 1003 Q RESET                        APPROX. 0.8 KM 0901442.5 |
 PP1930|---------------------------------------------------------------------|
 PP1930
 PP1930                          SUPERSEDED SURVEY CONTROL
 PP1930
 PP1930  NAD 83(1996)-  44 54 19.80136(N)    093 47 30.58149(W) AD(       ) 1
 PP1930  ELLIP H (01/30/07)  276.620  (m)                       GP(       ) 3 1
 PP1930  NAVD 88 (01/30/07)  303.82   (m)          996.8    (f) LEVELING    3  
 PP1930  NAVD 88 (06/15/91)  303.818  (m)          996.78   (f) SUPERSEDED  2 0
 PP1930  NGVD 29 (??/??/92)  303.739  (m)          996.52   (f) ADJ UNCH    2 0
 PP1930
 PP1930.Superseded values are not recommended for survey control.
 PP1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1930.See file dsdata.txt to determine how the superseded data were derived.
 PP1930
 PP1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3748972757(NAD 83)
 PP1930
 PP1930_MARKER: DB = BENCH MARK DISK
 PP1930_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1930_STAMPING: 1003 P 1968
 PP1930_MARK LOGO: MNHD  
 PP1930_PROJECTION: RECESSED 8 CENTIMETERS
 PP1930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1930+STABILITY: SURFACE MOTION
 PP1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1930+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 PP1930
 PP1930  HISTORY     - Date     Condition        Report By
 PP1930  HISTORY     - 1968     MONUMENTED       MNHD
 PP1930  HISTORY     - 1972     GOOD             MNDT
 PP1930  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1930  HISTORY     - 20060104 GOOD             MNDT
 PP1930  HISTORY     - 20060104 GOOD             MNDT
 PP1930  HISTORY     - 20060104 GOOD             MNDT
 PP1930  HISTORY     - 20060104 GOOD             MNDT
 PP1930
 PP1930                          STATION DESCRIPTION
 PP1930
 PP1930'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1930'1.25 MI W FROM ST BONIFACIUS.
 PP1930'1.3 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1930'ROAD 92 IN ST. BONIFACIUS, 0.4 MILES WEST OF COUNTY ROAD 155, 64 FEET
 PP1930'NORTH OF THE CENTERLINE OF T.H. 7 (STATION 1521+44), 50 FEET EAST OF A
 PP1930'TELEPHONE POLE, 15 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 6 FEET
 PP1930'SOUTH OF A FENCE LINE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6
 PP1930'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4, SEC
 PP1930'26, T 117, R 25.
 PP1930
 PP1930                          STATION RECOVERY (1985)
 PP1930
 PP1930'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1930'MARK NOT FOUND.
 PP1930
 PP1930                          STATION RECOVERY (2006)
 PP1930
 PP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1930'1.3 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1930'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 170.80, 0.4 MILES WEST
 PP1930'OF COUNTY ROAD 155, 30 FEET EAST OF TELEPHONE POLE, 15 FEET EAST OF
 PP1930'FIELD ENTRANCE, 64 FEET NORTH OF TRUNK HIGHWAY 7 AT STATION 1521+44, 6
 PP1930'FEET SOUTH OF FENCELINE, 1.0 FEET SOUTH OF WITNESS POST
 PP1930
 PP1930                          STATION RECOVERY (2006)
 PP1930
 PP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1930'1.3 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1930'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 170.80, 0.4 MILES WEST
 PP1930'OF COUNTY ROAD 155, 30 FEET EAST OF TELEPHONE POLE, 15 FEET EAST OF
 PP1930'FIELD ENTRANCE, 64 FEET NORTH OF TRUNK HIGHWAY 7 AT STATION 1521+44, 6
 PP1930'FEET SOUTH OF FENCELINE, 1.0 FEET SOUTH OF WITNESS POST
 PP1930
 PP1930                          STATION RECOVERY (2006)
 PP1930
 PP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1930'1.3 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1930'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 170.80, 0.4 MILES WEST
 PP1930'OF COUNTY ROAD 155, 30 FEET EAST OF TELEPHONE POLE, 15 FEET EAST OF
 PP1930'FIELD ENTRANCE, 64 FEET NORTH OF TRUNK HIGHWAY 7 AT STATION 1521+44, 6
 PP1930'FEET SOUTH OF FENCELINE, 1.0 FEET SOUTH OF WITNESS POST
 PP1930
 PP1930                          STATION RECOVERY (2006)
 PP1930
 PP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JPG)
 PP1930'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1926 ***********************************************************************
 PP1926  DESIGNATION -  1003 Q RESET
 PP1926  PID         -  PP1926
 PP1926  STATE/COUNTY-  MN/CARVER
 PP1926  COUNTRY     -  US
 PP1926  USGS QUAD   -  WATERTOWN (1993)
 PP1926
 PP1926                         *CURRENT SURVEY CONTROL
 PP1926  ______________________________________________________________________
 PP1926* NAD 83(2007) POSITION- 44 54 19.68960(N) 093 46 54.25013(W)   ADJUSTED  
 PP1926* NAD 83(2007) ELLIP HT-   276.710 (meters)        (03/10/09)   ADJUSTED
 PP1926* NAD 83(2007) EPOCH   -  2002.00
 PP1926* NAVD 88 ORTHO HEIGHT -   303.928  (meters)     997.14  (feet) ADJUSTED  
 PP1926  ______________________________________________________________________
 PP1926  NAD 83(2007) X  -   -298,463.937 (meters)                     COMP
 PP1926  NAD 83(2007) Y  - -4,515,355.637 (meters)                     COMP
 PP1926  NAD 83(2007) Z  -  4,480,109.274 (meters)                     COMP
 PP1926  LAPLACE CORR    -          5.21  (seconds)                    DEFLEC09
 PP1926  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 PP1926  DYNAMIC HEIGHT  -        303.910 (meters)      997.08  (feet) COMP
 PP1926  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 PP1926
 PP1926  HORZ ORDER      -  FIRST
 PP1926  VERT ORDER      -  SECOND    CLASS I
 PP1926  ELLP ORDER      -  THIRD     CLASS I
 PP1926
 PP1926.The horizontal coordinates were established by GPS observations
 PP1926.and adjusted by the National Geodetic Survey in March 2009.
 PP1926
 PP1926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1926.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1926
 PP1926.The horizontal coordinates are valid at the epoch date displayed above
 PP1926.which is a decimal equivalence of Year/Month/Day.
 PP1926
 PP1926.The orthometric height was determined by differential leveling and
 PP1926.adjusted in February 2009.
 PP1926
 PP1926.Photographs are available for this station.
 PP1926
 PP1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1926
 PP1926.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1926
 PP1926.The ellipsoidal height was determined by GPS observations
 PP1926.and is referenced to NAD 83.
 PP1926
 PP1926.The dynamic height is computed by dividing the NAVD 88
 PP1926.geopotential number by the normal gravity value computed on the
 PP1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1926.degrees latitude (g = 980.6199 gals.).
 PP1926
 PP1926.The modeled gravity was interpolated from observed gravity values.
 PP1926
 PP1926. The following values were computed from the NAD 83(2007) position.
 PP1926
 PP1926;                    North         East     Units Scale Factor Converg.
 PP1926;SPC MN S     -   311,745.006   817,236.752   MT  0.99994687   +0 09 10.8
 PP1926;SPC MN S     - 1,022,783.41  2,681,217.58   sFT  0.99994687   +0 09 10.8
 PP1926;UTM  15      - 4,972,746.544   438,285.997   MT  0.99964683   -0 33 06.8
 PP1926
 PP1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1926!SPC MN S     -   0.99995662  x   0.99994687  =   0.99990349
 PP1926!UTM  15      -   0.99995662  x   0.99964683  =   0.99960346
 PP1926
 PP1926|---------------------------------------------------------------------|
 PP1926| PID    Reference Object                     Distance      Geod. Az  |
 PP1926|                                                           dddmmss.s |
 PP1926| DI5396 CONIA                                77.961 METERS 12242     |
 PP1926|---------------------------------------------------------------------|
 PP1926
 PP1926                          SUPERSEDED SURVEY CONTROL
 PP1926
 PP1926  NAD 83(1996)-  44 54 19.68929(N)    093 46 54.24979(W) AD(       ) 1
 PP1926  ELLIP H (01/30/07)  276.756  (m)                       GP(       ) 3 1
 PP1926  NAVD 88 (01/30/07)  303.93   (m)          997.1    (f) LEVELING    3  
 PP1926  NAVD 88 (06/15/91)  303.941  (m)          997.18   (f) SUPERSEDED  2 0
 PP1926  NGVD 29 (??/??/92)  303.860  (m)          996.91   (f) ADJ UNCH    2 0
 PP1926
 PP1926.Superseded values are not recommended for survey control.
 PP1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1926.See file dsdata.txt to determine how the superseded data were derived.
 PP1926
 PP1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3828572746(NAD 83)
 PP1926
 PP1926_MARKER: DB = BENCH MARK DISK
 PP1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1926_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1926_STAMPING: 1003 Q RESET 1971
 PP1926_MARK LOGO: MNHD  
 PP1926_PROJECTION: RECESSED 13 CENTIMETERS
 PP1926_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1926+STABILITY: SURFACE MOTION
 PP1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1926+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 PP1926
 PP1926  HISTORY     - Date     Condition        Report By
 PP1926  HISTORY     - 1971     MONUMENTED       MNHD
 PP1926  HISTORY     - 1972     GOOD             MNDT
 PP1926  HISTORY     - 1973     GOOD             LOCSUR
 PP1926  HISTORY     - 1985     GOOD             USPSQD
 PP1926  HISTORY     - 1985     GOOD             USPSQD
 PP1926  HISTORY     - 1987     GOOD             USPSQD
 PP1926  HISTORY     - 20060104 GOOD             MNDT
 PP1926  HISTORY     - 20060104 GOOD             MNDT
 PP1926  HISTORY     - 20060104 GOOD             MNDT
 PP1926  HISTORY     - 20060104 GOOD             MNDT
 PP1926
 PP1926                          STATION DESCRIPTION
 PP1926
 PP1926'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1926'1.7 MI W FROM ST BONIFACIUS.
 PP1926'1.8 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1926'ROAD 92 IN ST. BONIFACIUS, 0.7 MILES WEST OF THE CARVER-HENNEPIN
 PP1926'COUNTY LINE, 0.2 MILES EAST OF COUNTY ROAD 155, 95 FEET WEST OF AN
 PP1926'APPLE TREE, 74 FEET NORTH OF AND 4 FEET HIGHER THAN THE CENTERLINE OF
 PP1926'T.H. 7 AT MILE POINT 171.4 (STATION 1547+60), 61 FEET EAST OF THE
 PP1926'CENTER OF A FIELD ENTRANCE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A
 PP1926'6 FOOT PRECAST CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  SW
 PP1926'1/4, SEC 25, T 117, R 25.
 PP1926
 PP1926                          STATION RECOVERY (1973)
 PP1926
 PP1926'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1926'THE MARK IS LOCATED 1.8 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF
 PP1926'T.H. 7 AND COUNTY ROAD 92. IT IS 61 FEET NORTH OF CENTERLINE OF T.H.
 PP1926'7 AND 55 FEET EAST OF CENTERLINE OF FIELD ENTRANCE. IT IS 1.0 FEET
 PP1926'SOUTH OF A STEEL WITNESS POST, IN A PRE-CAST CONCRETE MONUMENT.
 PP1926
 PP1926                          STATION RECOVERY (1985)
 PP1926
 PP1926'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1926'RECOVERED IN GOOD CONDITION.
 PP1926
 PP1926                          STATION RECOVERY (1985)
 PP1926
 PP1926'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1926'RECOVERED IN GOOD CONDITION.
 PP1926
 PP1926                          STATION RECOVERY (1987)
 PP1926
 PP1926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RHC)
 PP1926'RECOVERED IN GOOD CONDITION.
 PP1926
 PP1926                          STATION RECOVERY (2006)
 PP1926
 PP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1926'1.8 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1926'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 171.30, 61 FEET NORTH
 PP1926'OF TRUNK HIGHWAY 7, 55 FEET EAST OF FIELD ENTRANCE, 1.0 SOUTH OF
 PP1926'WITNESS POST
 PP1926
 PP1926                          STATION RECOVERY (2006)
 PP1926
 PP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1926'1.8 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1926'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 171.30, 61 FEET NORTH
 PP1926'OF TRUNK HIGHWAY 7, 55 FEET EAST OF FIELD ENTRANCE, 1.0 SOUTH OF
 PP1926'WITNESS POST
 PP1926
 PP1926                          STATION RECOVERY (2006)
 PP1926
 PP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1926'1.8 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1926'SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT 171.30, 61 FEET NORTH
 PP1926'OF TRUNK HIGHWAY 7, 55 FEET EAST OF FIELD ENTRANCE, 1.0 SOUTH OF
 PP1926'WITNESS POST
 PP1926
 PP1926                          STATION RECOVERY (2006)
 PP1926
 PP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JPG)
 PP1926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1897 ***********************************************************************
 PP1897  DESIGNATION -  1003 T
 PP1897  PID         -  PP1897
 PP1897  STATE/COUNTY-  MN/CARVER
 PP1897  COUNTRY     -  US
 PP1897  USGS QUAD   -  MAYER (1981)
 PP1897
 PP1897                         *CURRENT SURVEY CONTROL
 PP1897  ______________________________________________________________________
 PP1897* NAD 83(1986) POSITION- 44 54 21.24   (N) 093 58 33.81   (W)   HD_HELD1  
 PP1897* NAVD 88 ORTHO HEIGHT -   294.537  (meters)     966.33  (feet) ADJUSTED  
 PP1897  ______________________________________________________________________
 PP1897  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 PP1897  DYNAMIC HEIGHT  -        294.513 (meters)      966.25  (feet) COMP
 PP1897  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 PP1897
 PP1897  VERT ORDER      -  SECOND    CLASS I
 PP1897
 PP1897.The horizontal coordinates were established by differentially corrected
 PP1897.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1897.
 PP1897.The orthometric height was determined by differential leveling and
 PP1897.adjusted in July 2008.
 PP1897
 PP1897.Photographs are available for this station.
 PP1897
 PP1897.The dynamic height is computed by dividing the NAVD 88
 PP1897.geopotential number by the normal gravity value computed on the
 PP1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1897.degrees latitude (g = 980.6199 gals.).
 PP1897
 PP1897.The modeled gravity was interpolated from observed gravity values.
 PP1897
 PP1897;                    North         East    Units  Estimated Accuracy
 PP1897;SPC MN S     -   311,770.1     801,890.7     MT  (+/- 3 meters HH1 GPS) 
 PP1897
 PP1897                          SUPERSEDED SURVEY CONTROL
 PP1897
 PP1897  NAVD 88 (06/15/91)  294.541  (m)          966.34   (f) SUPERSEDED  2 1
 PP1897  NGVD 29 (??/??/92)  294.461  (m)          966.08   (f) ADJ UNCH    2 0
 PP1897
 PP1897.Superseded values are not recommended for survey control.
 PP1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1897.See file dsdata.txt to determine how the superseded data were derived.
 PP1897
 PP1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2294572960(NAD 83)
 PP1897
 PP1897_MARKER: DB = BENCH MARK DISK
 PP1897_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1897_SP_SET: BOX CULVERT
 PP1897_STAMPING: 1003 T 1972
 PP1897_MARK LOGO: MNHD  
 PP1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1897+STABILITY: SURFACE MOTION
 PP1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1897+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2009
 PP1897
 PP1897  HISTORY     - Date     Condition        Report By
 PP1897  HISTORY     - 1972     MONUMENTED       MNHD
 PP1897  HISTORY     - 1989     GOOD             MNDT
 PP1897  HISTORY     - 20030925 GOOD             MNDT
 PP1897  HISTORY     - 20051006 GOOD             MNDT
 PP1897  HISTORY     - 20090520 GOOD             MNDT
 PP1897
 PP1897                          STATION DESCRIPTION
 PP1897
 PP1897'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1897'0.25 MI W FROM HOLLYWOOD.
 PP1897'MARK IS LOCATED 0.25 MILES WEST ALONG TH 7 FROM THE JUNCTION OF TH 7
 PP1897'AND COUNTY ROAD 33 IN HOLLYWOOD, 35 FEET SOUTH OF THE CENTERLINE OF TH
 PP1897'7 (STATION 1042+73) IN THE SOUTHEAST CORNER (HEADWALL) OF A BOX
 PP1897'CULVERT UNDER TH 7 AT A SMALL CREEK.  NE 1/4 SECTION 32, T 117, R 26.
 PP1897
 PP1897                          STATION RECOVERY (1989)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1897'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PP1897'MILES NORTH-NORTHWEST OF THE CITY OF NEW GERMANY, 0.25 MILE WEST ALONG
 PP1897'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH CARVER COUNTY ROAD NUMBER 33
 PP1897'(1.2 MILES NORTH OF NEW GERMANY), AND IN THE NE 1/4 OF SECTION 32,
 PP1897'T117N, R26W.  THE MARK IS 35.0 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 PP1897'7 AT ENGINEERING STATION 1042+73 (MILEPOINT 161.75).  THE MARK, A
 PP1897'STANDARD MNHD BENCH MARK DISK STAMPED---1003 T 1972---, IS SET IN THE
 PP1897'SOUTHEAST CORNER OF THE EAST HEADWALL OF A BOX CULVERT (HIGHWAY 7 OVER
 PP1897'A SMALL CREEK).
 PP1897
 PP1897                          STATION RECOVERY (2003)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 PP1897'RECOVERED AS DESCRIBED.
 PP1897
 PP1897                          STATION RECOVERY (2005)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1897'0.25 MILES WEST OF JUNCTION OF COUNTY ROAD 33 AND TRUNK HIGHWAY 7 (1.2
 PP1897'MILES NORTH OF NEW GERMANY) 7 AT MILEPOINT 161.75, 35 FEET SOUTH OF
 PP1897'TRUNK HIGHWAY 7 AT MILEPOINT 161.75, IN SOUTHEAST HEADWALL OF TRUNK
 PP1897'HIGHWAY 7 BOX CULVERT OVER SMALL CREEK
 PP1897
 PP1897                          STATION RECOVERY (2009)
 PP1897
 PP1897'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 PP1897'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1917 ***********************************************************************
 PP1917  DESIGNATION -  1003 V
 PP1917  PID         -  PP1917
 PP1917  STATE/COUNTY-  MN/CARVER
 PP1917  COUNTRY     -  US
 PP1917  USGS QUAD   -  WATERTOWN (1993)
 PP1917
 PP1917                         *CURRENT SURVEY CONTROL
 PP1917  ______________________________________________________________________
 PP1917* NAD 83(2007) POSITION- 44 54 19.83605(N) 093 52 25.15109(W)   ADJUSTED  
 PP1917* NAD 83(2007) ELLIP HT-   263.453 (meters)        (02/10/07)   ADJUSTED
 PP1917* NAD 83(2007) EPOCH   -  2002.00
 PP1917* NAVD 88 ORTHO HEIGHT -   290.835  (meters)     954.18  (feet) ADJUSTED  
 PP1917  ______________________________________________________________________
 PP1917  NAD 83(2007) X  -   -305,706.473 (meters)                     COMP
 PP1917  NAD 83(2007) Y  - -4,514,858.463 (meters)                     COMP
 PP1917  NAD 83(2007) Z  -  4,480,103.118 (meters)                     COMP
 PP1917  LAPLACE CORR    -          3.31  (seconds)                    DEFLEC09
 PP1917  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 PP1917  DYNAMIC HEIGHT  -        290.814 (meters)      954.11  (feet) COMP
 PP1917  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 PP1917
 PP1917  VERT ORDER      -  SECOND    CLASS I
 PP1917
 PP1917  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1917  Type                                         Horiz  Ellip  Dist(km)
 PP1917  -------------------------------------------------------------------
 PP1917  NETWORK                                       0.68   0.65
 PP1917  -------------------------------------------------------------------
 PP1917  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.63   0.53      1.82
 PP1917  -------------------------------------------------------------------
 PP1917  NOTE: Click here for information on individual local accuracy
 PP1917  values and other accuracy information.
 PP1917
 PP1917
 PP1917.The horizontal coordinates were established by GPS observations
 PP1917.and adjusted by the National Geodetic Survey in February 2007.
 PP1917
 PP1917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1917.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1917
 PP1917.The horizontal coordinates are valid at the epoch date displayed above
 PP1917.which is a decimal equivalence of Year/Month/Day.
 PP1917
 PP1917.The orthometric height was determined by differential leveling and
 PP1917.adjusted in June 1991.
 PP1917
 PP1917.Photographs are available for this station.
 PP1917
 PP1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1917
 PP1917.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1917
 PP1917.The ellipsoidal height was determined by GPS observations
 PP1917.and is referenced to NAD 83.
 PP1917
 PP1917.The dynamic height is computed by dividing the NAVD 88
 PP1917.geopotential number by the normal gravity value computed on the
 PP1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1917.degrees latitude (g = 980.6199 gals.).
 PP1917
 PP1917.The modeled gravity was interpolated from observed gravity values.
 PP1917
 PP1917. The following values were computed from the NAD 83(2007) position.
 PP1917
 PP1917;                    North         East     Units Scale Factor Converg.
 PP1917;SPC MN S     -   311,734.225   809,977.881   MT  0.99994687   +0 05 18.8
 PP1917;SPC MN S     - 1,022,748.04  2,657,402.43   sFT  0.99994687   +0 05 18.8
 PP1917;UTM  15      - 4,972,825.069   431,029.679   MT  0.99965849   -0 37 00.4
 PP1917
 PP1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1917!SPC MN S     -   0.99995870  x   0.99994687  =   0.99990557
 PP1917!UTM  15      -   0.99995870  x   0.99965849  =   0.99961720
 PP1917
 PP1917:                Primary Azimuth Mark                     Grid Az
 PP1917:SPC MN S     -  1003 K                                   090 35 15.7
 PP1917:UTM  15      -  1003 K                                   091 17 34.9
 PP1917
 PP1917|---------------------------------------------------------------------|
 PP1917| PID    Reference Object                     Distance      Geod. Az  |
 PP1917|                                                           dddmmss.s |
 PP1917| PP1914 1003 K                              APPROX. 0.9 KM 0904034.5 |
 PP1917|---------------------------------------------------------------------|
 PP1917
 PP1917                          SUPERSEDED SURVEY CONTROL
 PP1917
 PP1917  NAD 83(1996)-  44 54 19.83580(N)    093 52 25.15077(W) AD(       ) 1
 PP1917  ELLIP H (06/18/03)  263.499  (m)                       GP(       ) 3 1
 PP1917  NAVD 88 (06/18/03)  290.84   (m)          954.2    (f) LEVELING    3  
 PP1917  NGVD 29 (??/??/92)  290.759  (m)          953.93   (f) ADJ UNCH    2 0
 PP1917
 PP1917.Superseded values are not recommended for survey control.
 PP1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1917.See file dsdata.txt to determine how the superseded data were derived.
 PP1917
 PP1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3102972825(NAD 83)
 PP1917
 PP1917_MARKER: DB = BENCH MARK DISK
 PP1917_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1917_STAMPING: 1003 V 1972
 PP1917_MARK LOGO: MNHD  
 PP1917_PROJECTION: FLUSH
 PP1917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1917+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 PP1917
 PP1917  HISTORY     - Date     Condition        Report By
 PP1917  HISTORY     - 1972     MONUMENTED       MNHD
 PP1917  HISTORY     - 1980     GOOD             MNDT
 PP1917  HISTORY     - 19980401 GOOD             MNDT
 PP1917  HISTORY     - 20051006 GOOD             MNDT
 PP1917  HISTORY     - 20080617 GOOD             MNDT
 PP1917
 PP1917                          STATION DESCRIPTION
 PP1917
 PP1917'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1917'1.65 MI NNE FROM MAYER.
 PP1917'MARK IS LOCATED 1.8 MILES NORTHEAST ALONG TH 25 FROM THE JUNCTION OF
 PP1917'TH 25 AND COUNTY ROAD 30, IN MAYER, THENCE, 0.2 MILES WEST ALONG TH 7,
 PP1917'0.6 MILES EAST OF THE CROW RIVER, 89 FEET WEST OF THE CENTER OF A
 PP1917'FIELD ENTRANCE, 69 FEET SOUTH OF, AND 4 FEET LOWER THAN THE CENTERLINE
 PP1917'OF TH 7 (STATION 1309+46), 4 FEET WEST OF A POWER POLE, 1 FOOT WEST OF
 PP1917'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP1917'WITH THE GROUND.  NE 1/4 SECTION 31, T 117, R 25.
 PP1917
 PP1917                          STATION RECOVERY (1980)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1917'THE MARK WAS RECOVERED IN GOOD CONDITION, LOCATED 0.2 MILE WEST ALONG
 PP1917'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 25 NORTH OF MAYER
 PP1917'AND IS IN THE NE 1/4 OF SECTION 31, T117N, R25W.  THE MARK IS 89 FEET
 PP1917'WEST OF THE CENTER OF A FIELD ENTRANCE, 69 FEET SOUTH OF AND 4 FEET
 PP1917'LOWER THAN THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1309+46,
 PP1917'51 FEET EAST OF A POWER POLE AND 1 FOOT WEST OF A STEEL WITNESS POST.
 PP1917'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1003 V 1972---, IS
 PP1917'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 PP1917'SURFACE OF THE GROUND.
 PP1917
 PP1917                          STATION RECOVERY (1998)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP1917'RECOVERED AS DESCRIBED AT TH 7 MP 166.8, 2 FT (0.6 M) NORTH OF WIT
 PP1917'POST.
 PP1917
 PP1917                          STATION RECOVERY (2005)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1917'1.7 MILES NORTH-NORTHEAST OF MAYER, 0.13 MILES WEST OF JUNCTION OF
 PP1917'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 7 MILEPIONT
 PP1917'166.8, 69 FEET SOUTH OF TRUNK HIGHWAY 7, 89.0 FEET EAST OF HELD
 PP1917'ENTRANCE, 51 FEET EAST OF POWER POLE, 2.0 FEET NORTH OF WITNESS POST
 PP1917
 PP1917                          STATION RECOVERY (2008)
 PP1917
 PP1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1917'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1928 ***********************************************************************
 PP1928  DESIGNATION -  1003 W
 PP1928  PID         -  PP1928
 PP1928  STATE/COUNTY-  MN/CARVER
 PP1928  COUNTRY     -  US
 PP1928  USGS QUAD   -  WATERTOWN (1993)
 PP1928
 PP1928                         *CURRENT SURVEY CONTROL
 PP1928  ______________________________________________________________________
 PP1928* NAD 83(1986) POSITION- 44 54 18.68   (N) 093 46 15.64   (W)   HD_HELD1  
 PP1928* NAVD 88 ORTHO HEIGHT -   306.556  (meters)    1005.76  (feet) ADJUSTED  
 PP1928  ______________________________________________________________________
 PP1928  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 PP1928  DYNAMIC HEIGHT  -        306.538 (meters)     1005.70  (feet) COMP
 PP1928  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 PP1928
 PP1928  VERT ORDER      -  SECOND    CLASS I
 PP1928
 PP1928.The horizontal coordinates were established by differentially corrected
 PP1928.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1928.
 PP1928.The orthometric height was determined by differential leveling and
 PP1928.adjusted in June 1991.
 PP1928
 PP1928.Photographs are available for this station.
 PP1928
 PP1928.The dynamic height is computed by dividing the NAVD 88
 PP1928.geopotential number by the normal gravity value computed on the
 PP1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1928.degrees latitude (g = 980.6199 gals.).
 PP1928
 PP1928.The modeled gravity was interpolated from observed gravity values.
 PP1928
 PP1928;                    North         East    Units  Estimated Accuracy
 PP1928;SPC MN S     -   311,716.2     818,083.8     MT  (+/- 3 meters HH1 GPS) 
 PP1928
 PP1928                          SUPERSEDED SURVEY CONTROL
 PP1928
 PP1928  NGVD 29 (??/??/92)  306.437  (m)         1005.37   (f) ADJ UNCH    2 0
 PP1928
 PP1928.Superseded values are not recommended for survey control.
 PP1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1928.See file dsdata.txt to determine how the superseded data were derived.
 PP1928
 PP1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3913272707(NAD 83)
 PP1928
 PP1928_MARKER: DB = BENCH MARK DISK
 PP1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1928_STAMPING: 1003 W 1972
 PP1928_MARK LOGO: MNHD  
 PP1928_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1928+STABILITY: SURFACE MOTION
 PP1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1928+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 PP1928
 PP1928  HISTORY     - Date     Condition        Report By
 PP1928  HISTORY     - 1972     MONUMENTED       MNDT
 PP1928  HISTORY     - 20060104 GOOD             MNDT
 PP1928
 PP1928                          STATION DESCRIPTION
 PP1928
 PP1928'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1928'1.3 MI W FROM ST BONIFACIUS.
 PP1928'MARK IS LOCATED 1.3 MILES WEST ALONG TH 7 FROM THE JUNCTION OF TH 7
 PP1928'AND COUNTY ROAD 92 IN ST. BONIFACIUS, 0.2 MILES WEST OF THE
 PP1928'CARVER-HENNEPIN COUNTY LINE, 0.6 MILES EAST OF COUNTY ROAD 155, 78
 PP1928'FEET SOUTH OF, AND 3 FEET LOWER THAN THE CENTERLINE OF TH 7 AT MILE
 PP1928'POINT 171.9, (STATION 1575+90), 49 FEET WEST OF A CATTLE PASS UNDER TH
 PP1928'7, 3 FEET NORTH OF A FENCE CORNER, 1 FOOT NORTH OF A STEEL WITNESS
 PP1928'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP1928'NE 1/4 SECTION 36, T 117, R 25.
 PP1928
 PP1928                          STATION RECOVERY (2006)
 PP1928
 PP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1871 ***********************************************************************
 AE1871  DESIGNATION -  1003 X
 AE1871  PID         -  AE1871
 AE1871  STATE/COUNTY-  MN/CARVER
 AE1871  COUNTRY     -  US
 AE1871  USGS QUAD   -  MAYER (1981)
 AE1871
 AE1871                         *CURRENT SURVEY CONTROL
 AE1871  ______________________________________________________________________
 AE1871* NAD 83(1986) POSITION- 44 54 19.64   (N) 093 53 06.17   (W)   HD_HELD1  
 AE1871* NAVD 88 ORTHO HEIGHT -   290.414  (meters)     952.80  (feet) ADJUSTED  
 AE1871  ______________________________________________________________________
 AE1871  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AE1871  DYNAMIC HEIGHT  -        290.392 (meters)      952.73  (feet) COMP
 AE1871  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 AE1871
 AE1871  VERT ORDER      -  SECOND    CLASS I
 AE1871
 AE1871.The horizontal coordinates were established by differentially corrected
 AE1871.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE1871.
 AE1871.The orthometric height was determined by differential leveling and
 AE1871.adjusted in December 1997.
 AE1871
 AE1871.Photographs are available for this station.
 AE1871
 AE1871.The dynamic height is computed by dividing the NAVD 88
 AE1871.geopotential number by the normal gravity value computed on the
 AE1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1871.degrees latitude (g = 980.6199 gals.).
 AE1871
 AE1871.The modeled gravity was interpolated from observed gravity values.
 AE1871
 AE1871;                    North         East    Units  Estimated Accuracy
 AE1871;SPC MN S     -   311,726.8     809,078.1     MT  (+/- 3 meters HH1 GPS) 
 AE1871
 AE1871                          SUPERSEDED SURVEY CONTROL
 AE1871
 AE1871.No superseded survey control is available for this station.
 AE1871
 AE1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3013072828(NAD 83)
 AE1871
 AE1871_MARKER: DB = BENCH MARK DISK
 AE1871_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE1871_SP_SET: BRIDGE ABUTMENT
 AE1871_STAMPING: 1003 X 1975
 AE1871_MARK LOGO: MNHD  
 AE1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1871+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 AE1871
 AE1871  HISTORY     - Date     Condition        Report By
 AE1871  HISTORY     - 1975     MONUMENTED       MNHD
 AE1871  HISTORY     - 1980     GOOD             MNDT
 AE1871  HISTORY     - 20051006 GOOD             MNDT
 AE1871  HISTORY     - 20080617 GOOD             MNDT
 AE1871
 AE1871                          STATION DESCRIPTION
 AE1871
 AE1871'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1871'THE MARK IS LOCATED 0.8 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS
 AE1871'JUNCTION WITH TRUNK HIGHWAY 25 NORTH OF MAYER AND IS IN THE NW 1/4 OF
 AE1871'SECTION 31, T117N, R25W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 AE1871'STAMPED---1003 X 1975---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE1871'NUMBER 10023 CARRYING HIGHWAY 7 OVER THE SOUTH FORK CROW RIVER.
 AE1871
 AE1871                          STATION RECOVERY (2005)
 AE1871
 AE1871'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE1871'1.5 MILES NORTH OF MAYER, 0.8 MILES WEST OF JUNCTION OF TRUNK HIGHWAY
 AE1871'7 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY  7 MILEPOINT 166.15, IN
 AE1871'SOUTHEAST CORNER OF TRUNK HIGHWAY 7 BRIDGE 10023 OVER SOUTH FORK OF
 AE1871'CROW RIVER
 AE1871
 AE1871                          STATION RECOVERY (2008)
 AE1871
 AE1871'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 AE1871'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6378 ***********************************************************************
 AE6378  DESIGNATION -  1004 B
 AE6378  PID         -  AE6378
 AE6378  STATE/COUNTY-  MN/CARVER
 AE6378  COUNTRY     -  US
 AE6378  USGS QUAD   -  MOUND (1993)
 AE6378
 AE6378                         *CURRENT SURVEY CONTROL
 AE6378  ______________________________________________________________________
 AE6378* NAD 83(1986) POSITION- 44 53 18.09   (N) 093 39 28.02   (W)   HD_HELD1  
 AE6378* NAVD 88 ORTHO HEIGHT -   289.994  (meters)     951.42  (feet) ADJUSTED  
 AE6378  ______________________________________________________________________
 AE6378  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 AE6378  DYNAMIC HEIGHT  -        289.986 (meters)      951.40  (feet) COMP
 AE6378  MODELED GRAVITY -    980,578.7   (mgal)                       NAVD 88
 AE6378
 AE6378  VERT ORDER      -  SECOND    CLASS II
 AE6378
 AE6378.The horizontal coordinates were established by differentially corrected
 AE6378.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6378.
 AE6378.The orthometric height was determined by differential leveling and
 AE6378.adjusted in November 1999.
 AE6378
 AE6378.Photographs are available for this station.
 AE6378
 AE6378.The dynamic height is computed by dividing the NAVD 88
 AE6378.geopotential number by the normal gravity value computed on the
 AE6378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6378.degrees latitude (g = 980.6199 gals.).
 AE6378
 AE6378.The modeled gravity was interpolated from observed gravity values.
 AE6378
 AE6378;                    North         East    Units  Estimated Accuracy
 AE6378;SPC MN S     -   309,877.1     827,033.5     MT  (+/- 3 meters HH1 GPS) 
 AE6378
 AE6378                          SUPERSEDED SURVEY CONTROL
 AE6378
 AE6378.No superseded survey control is available for this station.
 AE6378
 AE6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4805670758(NAD 83)
 AE6378
 AE6378_MARKER: DV = VERTICAL CONTROL DISK
 AE6378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6378_STAMPING: 1004 B 1979
 AE6378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6378
 AE6378  HISTORY     - Date     Condition        Report By
 AE6378  HISTORY     - 1979     MONUMENTED       MNDT
 AE6378  HISTORY     - 20021010 GOOD             USPSQD
 AE6378  HISTORY     - 20060408 GOOD             USPSQD
 AE6378
 AE6378                          STATION DESCRIPTION
 AE6378
 AE6378'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6378'THE MARK IS LOCATED IN THE TOWN OF VICTORIA, 4.1 MILES WESTERLY ALONG
 AE6378'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR
 AE6378'AND IS IN THE NW 1/4 OF SECTION 1, T116N, R24W.  THE MARK IS 60 FEET
 AE6378'SOUTHWEST OF AND ABOUT 2.5 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7
 AE6378'AT ENGINEERS STATION 1887+20 AND MILEPOINT 177.8, 131 FEET NORTHWEST
 AE6378'OF A SEWER LIFT STATION CONTROL BOX, 57 FEET WEST OF THE ENTRANCE TO
 AE6378'ZUMBRA RIDGE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AE6378'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1004 B 1979---,
 AE6378'IS FASTENED TO THE TOP OF A 8 FOOT LONG COPPER-CLAD STEEL ROD
 AE6378'(MAGNETIC) WITH 4 INCHES OF STEEL ROD BOLTED TO THE BOTTOM AND IS SET
 AE6378'IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED
 AE6378'2 INCHES BELOW THE LEVEL OF THE GROUND.
 AE6378
 AE6378                          STATION RECOVERY (2002)
 AE6378
 AE6378'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6378'MARKER SET IN PVC PIPE
 AE6378
 AE6378                          STATION RECOVERY (2006)
 AE6378
 AE6378'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AE6378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6379 ***********************************************************************
 AE6379  DESIGNATION -  1004 C
 AE6379  PID         -  AE6379
 AE6379  STATE/COUNTY-  MN/CARVER
 AE6379  COUNTRY     -  US
 AE6379  USGS QUAD   -  MOUND (1993)
 AE6379
 AE6379                         *CURRENT SURVEY CONTROL
 AE6379  ______________________________________________________________________
 AE6379* NAD 83(1986) POSITION- 44 53 10.3    (N) 093 39 03.8    (W)   HD_HELD2  
 AE6379* NAVD 88 ORTHO HEIGHT -   292.865  (meters)     960.84  (feet) ADJUSTED  
 AE6379  ______________________________________________________________________
 AE6379  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AE6379  DYNAMIC HEIGHT  -        292.857 (meters)      960.82  (feet) COMP
 AE6379  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 AE6379
 AE6379  VERT ORDER      -  SECOND    CLASS II
 AE6379
 AE6379.The horizontal coordinates were established by autonomous hand held GPS
 AE6379.observations and have an estimated accuracy of +/- 10 meters.
 AE6379.
 AE6379.The orthometric height was determined by differential leveling and
 AE6379.adjusted in November 1999.
 AE6379
 AE6379.Photographs are available for this station.
 AE6379
 AE6379.The dynamic height is computed by dividing the NAVD 88
 AE6379.geopotential number by the normal gravity value computed on the
 AE6379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6379.degrees latitude (g = 980.6199 gals.).
 AE6379
 AE6379.The modeled gravity was interpolated from observed gravity values.
 AE6379
 AE6379;                    North         East    Units  Estimated Accuracy
 AE6379;SPC MN S     -   309,639.      827,566.      MT  (+/- 10 meters HH2 GPS)
 AE6379
 AE6379                          SUPERSEDED SURVEY CONTROL
 AE6379
 AE6379.No superseded survey control is available for this station.
 AE6379
 AE6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4858570514(NAD 83)
 AE6379
 AE6379_MARKER: DV = VERTICAL CONTROL DISK
 AE6379_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6379_STAMPING: 1004 C 1979
 AE6379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6379+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2006
 AE6379
 AE6379  HISTORY     - Date     Condition        Report By
 AE6379  HISTORY     - 1979     MONUMENTED       MNDT
 AE6379  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6379  HISTORY     - 20060408 GOOD             USPSQD
 AE6379
 AE6379                          STATION DESCRIPTION
 AE6379
 AE6379'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6379'THE MARK IS LOCATED IN THE TOWN OF VICTORIA, 3.7 MILES WESTERLY ALONG
 AE6379'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6379'NEAR A FIELD ENTRANCE SOUTH AND IS IN THE NE 1/4 OF SECTION 1, T116N,
 AE6379'R24W.  THE MARK IS 47 FEET SOUTH OF AND ABOUT 2.0 LOWER THAN THE
 AE6379'CENTERLINE OF THE HIGHWAY AT ENGINEERS STATION 1905+90 AND MILEPOINT
 AE6379'178.1, 15 FEET WEST OF A FIELD ENTRANCE SOUTH AND 1 FOOT NORTH OF A
 AE6379'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6379'MONUMENT DISK STAMPED---1004 C 1979---, IS FASTENED TO THE TOP OF A 8
 AE6379'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6379'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6379'DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE6379
 AE6379                          STATION RECOVERY (2002)
 AE6379
 AE6379'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6379'MARK NOT FOUND.
 AE6379
 AE6379                          STATION RECOVERY (2006)
 AE6379
 AE6379'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AE6379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6380 ***********************************************************************
 AE6380  DESIGNATION -  1004 D
 AE6380  PID         -  AE6380
 AE6380  STATE/COUNTY-  MN/CARVER
 AE6380  COUNTRY     -  US
 AE6380  USGS QUAD   -  MOUND (1993)
 AE6380
 AE6380                         *CURRENT SURVEY CONTROL
 AE6380  ______________________________________________________________________
 AE6380* NAD 83(1986) POSITION- 44 52 49.     (N) 093 37 57.     (W)   SCALED    
 AE6380* NAVD 88 ORTHO HEIGHT -   290.953  (meters)     954.57  (feet) ADJUSTED  
 AE6380  ______________________________________________________________________
 AE6380  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AE6380  DYNAMIC HEIGHT  -        290.946 (meters)      954.55  (feet) COMP
 AE6380  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 AE6380
 AE6380  VERT ORDER      -  SECOND    CLASS II
 AE6380
 AE6380.The horizontal coordinates were scaled from a topographic map and have
 AE6380.an estimated accuracy of +/- 6 seconds.
 AE6380.
 AE6380.The orthometric height was determined by differential leveling and
 AE6380.adjusted in November 1999.
 AE6380
 AE6380.The dynamic height is computed by dividing the NAVD 88
 AE6380.geopotential number by the normal gravity value computed on the
 AE6380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6380.degrees latitude (g = 980.6199 gals.).
 AE6380
 AE6380.The modeled gravity was interpolated from observed gravity values.
 AE6380
 AE6380;                    North         East    Units  Estimated Accuracy
 AE6380;SPC MN S     -   308,990.      829,040.      MT  (+/- 180 meters Scaled)
 AE6380
 AE6380                          SUPERSEDED SURVEY CONTROL
 AE6380
 AE6380.No superseded survey control is available for this station.
 AE6380
 AE6380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK500698(NAD 83)
 AE6380
 AE6380_MARKER: DV = VERTICAL CONTROL DISK
 AE6380_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6380+WITH SETTING: INTO GROUND
 AE6380_STAMPING: 1004 D 1979
 AE6380_MARK LOGO: MNDT  
 AE6380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6380
 AE6380  HISTORY     - Date     Condition        Report By
 AE6380  HISTORY     - 1979     MONUMENTED       MNDT
 AE6380  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6380  HISTORY     - 20071015 MARK NOT FOUND   USPSQD
 AE6380  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 AE6380
 AE6380                          STATION DESCRIPTION
 AE6380
 AE6380'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6380'THE MARK IS LOCATED IN THE TOWN OF VICTORIA 2.7 MILES WESTERLY ALONG
 AE6380'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6380'NEAR A FIELD ENTRANCE SOUTH AND IS IN THE SW 1/4 SECTION 6, T116N,
 AE6380'R23W.  THE MARK IS 315 FEET WEST OF THE CHICAGO AND NORTHWESTERN
 AE6380'RAILROAD CROSSING, 51 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 AE6380'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1960+15 AND MILEPOINT
 AE6380'179.1, 9 FEET WEST OF THE CENTER OF FIELD ENTRANCE AND 1 FOOT NORTH OF
 AE6380'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6380'MONUMENT DISK STAMPED---1004 D 1979---, IS FASTENED TO THE TOP OF A 8
 AE6380'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6380'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6380'DIAMETER HOLE.
 AE6380
 AE6380                          STATION RECOVERY (2002)
 AE6380
 AE6380'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6380'HWY 7 NEW CONSTRUCTION BURIED MARKER SITE
 AE6380
 AE6380                          STATION RECOVERY (2007)
 AE6380
 AE6380'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE6380'WITNESS POST FOUND AS DESCRIBED AT COORDINATES N445248.7 W0933803.7
 AE6380'WITH HAND HELD GPS. DUG 8 INCHES DEEP 1 FOOT NORTH OF WP BUT DID NOT
 AE6380'FIND MARK. WP IS 9 FEET SOUTH OF SOUTH EDGE OF STATE HWY 7 AND 76 FEET
 AE6380'EAST OF CENTERLINE OF UNPAVED ROAD, FOXGLOVE CIRCLE, WHICH INTERSECTS
 AE6380'SOUTH SIDE OF HWY 7.
 AE6380
 AE6380                          STATION RECOVERY (2008)
 AE6380
 AE6380'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE6380'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6381 ***********************************************************************
 AE6381  DESIGNATION -  1004 E
 AE6381  PID         -  AE6381
 AE6381  STATE/COUNTY-  MN/CARVER
 AE6381  COUNTRY     -  US
 AE6381  USGS QUAD   -  MOUND (1993)
 AE6381
 AE6381                         *CURRENT SURVEY CONTROL
 AE6381  ______________________________________________________________________
 AE6381* NAD 83(2007) POSITION- 44 53 01.33900(N) 093 37 31.60511(W)   ADJUSTED  
 AE6381* NAD 83(2007) ELLIP HT-   267.761 (meters)        (02/25/11)   ADJUSTED
 AE6381* NAD 83(2007) EPOCH   -  2002.00
 AE6381* NAVD 88 ORTHO HEIGHT -   294.564  (meters)     966.42  (feet) ADJUSTED  
 AE6381  ______________________________________________________________________
 AE6381  NAD 83(2007) X  -   -286,253.494 (meters)                     COMP
 AE6381  NAD 83(2007) Y  - -4,517,850.394 (meters)                     COMP
 AE6381  NAD 83(2007) Z  -  4,478,389.509 (meters)                     COMP
 AE6381  LAPLACE CORR    -          4.02  (seconds)                    DEFLEC09
 AE6381  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 AE6381  DYNAMIC HEIGHT  -        294.558 (meters)      966.40  (feet) COMP
 AE6381  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 AE6381
 AE6381  HORZ ORDER      -  FIRST
 AE6381  VERT ORDER      -  SECOND    CLASS II
 AE6381  ELLP ORDER      -  SECOND    CLASS I
 AE6381
 AE6381.The horizontal coordinates were established by GPS observations
 AE6381.and adjusted by the MN DEPT OF TRANSP in February 2011.
 AE6381
 AE6381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE6381.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE6381
 AE6381.The horizontal coordinates are valid at the epoch date displayed above
 AE6381.which is a decimal equivalence of Year/Month/Day.
 AE6381
 AE6381.The orthometric height was determined by differential leveling and
 AE6381.adjusted in November 1999.
 AE6381
 AE6381.Photographs are available for this station.
 AE6381
 AE6381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6381
 AE6381.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE6381
 AE6381.The ellipsoidal height was determined by GPS observations
 AE6381.and is referenced to NAD 83.
 AE6381
 AE6381.The dynamic height is computed by dividing the NAVD 88
 AE6381.geopotential number by the normal gravity value computed on the
 AE6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6381.degrees latitude (g = 980.6199 gals.).
 AE6381
 AE6381.The modeled gravity was interpolated from observed gravity values.
 AE6381
 AE6381. The following values were computed from the NAD 83(2007) position.
 AE6381
 AE6381;                    North         East     Units Scale Factor Converg.
 AE6381;SPC MN S     -   309,371.285   829,590.335   MT  0.99994426   +0 15 45.1
 AE6381;SPC MN S     - 1,014,995.62  2,721,747.62   sFT  0.99994426   +0 15 45.1
 AE6381;UTM  15      - 4,970,221.913   450,605.677   MT  0.99963000   -0 26 28.9
 AE6381
 AE6381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6381!SPC MN S     -   0.99995802  x   0.99994426  =   0.99990228
 AE6381!UTM  15      -   0.99995802  x   0.99963000  =   0.99958804
 AE6381
 AE6381                          SUPERSEDED SURVEY CONTROL
 AE6381
 AE6381  NAVD 88 (02/25/11)  294.56   (m)          966.4    (f) LEVELING    3  
 AE6381
 AE6381.Superseded values are not recommended for survey control.
 AE6381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6381.See file dsdata.txt to determine how the superseded data were derived.
 AE6381
 AE6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5060570221(NAD 83)
 AE6381
 AE6381_MARKER: DV = VERTICAL CONTROL DISK
 AE6381_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6381+WITH SETTING: INTO GROUND
 AE6381_STAMPING: 1004 E 1979
 AE6381_MARK LOGO: MNHD  
 AE6381_PROJECTION: RECESSED 5 CENTIMETERS
 AE6381_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6381+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 AE6381
 AE6381  HISTORY     - Date     Condition        Report By
 AE6381  HISTORY     - 19791101 MONUMENTED       MNHD
 AE6381  HISTORY     - 20021010 GOOD             USPSQD
 AE6381  HISTORY     - 20060408 GOOD             USPSQD
 AE6381  HISTORY     - 20080612 GOOD             MNDT
 AE6381
 AE6381                          STATION DESCRIPTION
 AE6381
 AE6381'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6381'THE MARK IS LOCATED IN THE TOWN OF VICTORIA 2.3 MILES WESTERLY ALONG
 AE6381'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6381'225 FEET WEST OF LESLEE CURVE AND IS IN THE SE 1/4 OF SECTION 6,
 AE6381'T116N, R23W.  THE MARK IS 62 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER
 AE6381'THAN THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1982+10 AND
 AE6381'MILEPOINT 179.5, 81 FEET SOUTHWEST OF A POWER POLE AND 1 FOOT NORTH OF
 AE6381'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6381'MONUMENT DISK STAMPED---1004 E 1979---, IS FASTENED TO THE TOP A 8
 AE6381'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6381'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6381'DIAMETER HOLE.
 AE6381
 AE6381                          STATION RECOVERY (2002)
 AE6381
 AE6381'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6381'MARKER IN PVC PIPE DAMAGED BY CONSTRUCTIOON
 AE6381
 AE6381                          STATION RECOVERY (2006)
 AE6381
 AE6381'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AE6381'RECOVERED IN GOOD CONDITION.
 AE6381
 AE6381                          STATION RECOVERY (2008)
 AE6381
 AE6381'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE6381'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE6381'THE MARK IS 2.3 MILES SOUTHWEST OF EXCELSIOR, 2.3 MILES WEST ALONG
 AE6381'TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41
 AE6381'IN EXCELSIOR, AT TRUNK HIGHWAY 7 MILEPOINT 179.5, 225 FEET WEST OF
 AE6381'LESLEE CURVE, 81 FEET SOUTHWEST OF POWER POLE, 62 FEET SOUTHEAST OF
 AE6381'TRUNK HIGHWAY 7, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6382 ***********************************************************************
 AE6382  DESIGNATION -  1004 F
 AE6382  PID         -  AE6382
 AE6382  STATE/COUNTY-  MN/CARVER
 AE6382  COUNTRY     -  US
 AE6382  USGS QUAD   -  EXCELSIOR (1997)
 AE6382
 AE6382                         *CURRENT SURVEY CONTROL
 AE6382  ______________________________________________________________________
 AE6382* NAD 83(1986) POSITION- 44 53 28.55   (N) 093 36 28.76   (W)   HD_HELD1  
 AE6382* NAVD 88 ORTHO HEIGHT -   299.134  (meters)     981.41  (feet) ADJUSTED  
 AE6382  ______________________________________________________________________
 AE6382  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 AE6382  DYNAMIC HEIGHT  -        299.128 (meters)      981.39  (feet) COMP
 AE6382  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 AE6382
 AE6382  VERT ORDER      -  SECOND    CLASS II
 AE6382
 AE6382.The horizontal coordinates were established by differentially corrected
 AE6382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6382.
 AE6382.The orthometric height was determined by differential leveling and
 AE6382.adjusted in November 1999.
 AE6382
 AE6382.Photographs are available for this station.
 AE6382
 AE6382.The dynamic height is computed by dividing the NAVD 88
 AE6382.geopotential number by the normal gravity value computed on the
 AE6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6382.degrees latitude (g = 980.6199 gals.).
 AE6382
 AE6382.The modeled gravity was interpolated from observed gravity values.
 AE6382
 AE6382;                    North         East    Units  Estimated Accuracy
 AE6382;SPC MN S     -   310,217.7     830,965.4     MT  (+/- 3 meters HH1 GPS) 
 AE6382
 AE6382                          SUPERSEDED SURVEY CONTROL
 AE6382
 AE6382.No superseded survey control is available for this station.
 AE6382
 AE6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5199071051(NAD 83)
 AE6382
 AE6382_MARKER: DV = VERTICAL CONTROL DISK
 AE6382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6382_STAMPING: 1004 F 1979
 AE6382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6382
 AE6382  HISTORY     - Date     Condition        Report By
 AE6382  HISTORY     - 1979     MONUMENTED       MNDT
 AE6382  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6382  HISTORY     - 20060408 GOOD             USPSQD
 AE6382
 AE6382                          STATION DESCRIPTION
 AE6382
 AE6382'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6382'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN 1.2 MILES WESTERLY ALONG
 AE6382'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR
 AE6382'IN THE NE 1/4 OF SECTION 5, T116N, R23W.  THE MARK IS 66 FEET SOUTH OF
 AE6382'THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 2036+75 AND MILEPOINT
 AE6382'180.6, 48 FEET NORTH OF THE CENTERLINE OF ELMTREE AVENUE, 37 FEET
 AE6382'NORTHEAST OF A 10 INCH WEEPING WILLOW TREE, 5 FEET NORTH OF A POWER
 AE6382'POLE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AE6382'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1004 F 1979---, IS
 AE6382'FASTENED TO THE TOP OF 46 FEET OF COPPER-CLAD STEEL ROD (MAGNETIC)
 AE6382'DRIVEN TO REFUSAL.
 AE6382
 AE6382                          STATION RECOVERY (2002)
 AE6382
 AE6382'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6382'MARKER IN PVC PIPE DAMAGED BY CONSTRUCTION
 AE6382
 AE6382                          STATION RECOVERY (2006)
 AE6382
 AE6382'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AE6382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6383 ***********************************************************************
 AE6383  DESIGNATION -  1004 G
 AE6383  PID         -  AE6383
 AE6383  STATE/COUNTY-  MN/CARVER
 AE6383  COUNTRY     -  US
 AE6383  USGS QUAD   -  EXCELSIOR (1997)
 AE6383
 AE6383                         *CURRENT SURVEY CONTROL
 AE6383  ______________________________________________________________________
 AE6383* NAD 83(1986) POSITION- 44 53 29.42   (N) 093 35 46.46   (W)   HD_HELD1  
 AE6383* NAVD 88 ORTHO HEIGHT -   293.411  (meters)     962.63  (feet) ADJUSTED  
 AE6383  ______________________________________________________________________
 AE6383  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AE6383  DYNAMIC HEIGHT  -        293.406 (meters)      962.62  (feet) COMP
 AE6383  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 AE6383
 AE6383  VERT ORDER      -  SECOND    CLASS II
 AE6383
 AE6383.The horizontal coordinates were established by differentially corrected
 AE6383.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6383.
 AE6383.The orthometric height was determined by differential leveling and
 AE6383.adjusted in November 1999.
 AE6383
 AE6383.Photographs are available for this station.
 AE6383
 AE6383.The dynamic height is computed by dividing the NAVD 88
 AE6383.geopotential number by the normal gravity value computed on the
 AE6383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6383.degrees latitude (g = 980.6199 gals.).
 AE6383
 AE6383.The modeled gravity was interpolated from observed gravity values.
 AE6383
 AE6383;                    North         East    Units  Estimated Accuracy
 AE6383;SPC MN S     -   310,249.1     831,893.4     MT  (+/- 3 meters HH1 GPS) 
 AE6383
 AE6383                          SUPERSEDED SURVEY CONTROL
 AE6383
 AE6383.No superseded survey control is available for this station.
 AE6383
 AE6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5291871071(NAD 83)
 AE6383
 AE6383_MARKER: DV = VERTICAL CONTROL DISK
 AE6383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6383_STAMPING: 1004 G 1979
 AE6383_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6383
 AE6383  HISTORY     - Date     Condition        Report By
 AE6383  HISTORY     - 1979     MONUMENTED       MNDT
 AE6383  HISTORY     - 20021010 GOOD             USPSQD
 AE6383  HISTORY     - 20071015 GOOD             USPSQD
 AE6383
 AE6383                          STATION DESCRIPTION
 AE6383
 AE6383'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6383'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN 0.6 MILES WEST ALONG
 AE6383'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 AE6383'250 FEET WEST OF WASHTA BAY ROAD AND IS IN THE NW 1/4 OF SECTION 4,
 AE6383'T116N, R23W.  THE MARK IS 72 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 AE6383'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 2067+15 AND MILEPOINT
 AE6383'181.2, 40 FEET NORTHWEST OF THE CORNER OF A CHAIN LINK FENCE AND 1
 AE6383'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE6383'VERTICAL CONTROL MONUMENT DISK STAMPED---1004 G 1979---, IS FASTENED
 AE6383'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4
 AE6383'INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND IS SET IN 8 INCHES
 AE6383'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED 3 INCHES
 AE6383'BELOW THE SURFACE OF THE GROUND.
 AE6383
 AE6383                          STATION RECOVERY (2002)
 AE6383
 AE6383'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6383'MARKER INSIDE 6 INCH PVC PIPE
 AE6383
 AE6383                          STATION RECOVERY (2007)
 AE6383
 AE6383'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE6383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5182 ***********************************************************************
 AE5182  DESIGNATION -  1004 H
 AE5182  PID         -  AE5182
 AE5182  STATE/COUNTY-  MN/CARVER
 AE5182  COUNTRY     -  US
 AE5182  USGS QUAD   -  EXCELSIOR (1997)
 AE5182
 AE5182                         *CURRENT SURVEY CONTROL
 AE5182  ______________________________________________________________________
 AE5182* NAD 83(1986) POSITION- 44 53 28.00   (N) 093 35 07.63   (W)   HD_HELD1  
 AE5182* NAVD 88 ORTHO HEIGHT -   299.864  (meters)     983.80  (feet) ADJUSTED  
 AE5182  ______________________________________________________________________
 AE5182  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AE5182  DYNAMIC HEIGHT  -        299.859 (meters)      983.79  (feet) COMP
 AE5182  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 AE5182
 AE5182  VERT ORDER      -  SECOND    CLASS I
 AE5182
 AE5182.The horizontal coordinates were established by differentially corrected
 AE5182.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5182.
 AE5182.The orthometric height was determined by differential leveling and
 AE5182.adjusted in November 1999.
 AE5182
 AE5182.Photographs are available for this station.
 AE5182
 AE5182.The dynamic height is computed by dividing the NAVD 88
 AE5182.geopotential number by the normal gravity value computed on the
 AE5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5182.degrees latitude (g = 980.6199 gals.).
 AE5182
 AE5182.The modeled gravity was interpolated from observed gravity values.
 AE5182
 AE5182;                    North         East    Units  Estimated Accuracy
 AE5182;SPC MN S     -   310,209.5     832,745.7     MT  (+/- 3 meters HH1 GPS) 
 AE5182
 AE5182                          SUPERSEDED SURVEY CONTROL
 AE5182
 AE5182.No superseded survey control is available for this station.
 AE5182
 AE5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5377071021(NAD 83)
 AE5182
 AE5182_MARKER: DV = VERTICAL CONTROL DISK
 AE5182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5182_STAMPING: 1004 H 1979
 AE5182_MARK LOGO: MNDT  
 AE5182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5182+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2007
 AE5182
 AE5182  HISTORY     - Date     Condition        Report By
 AE5182  HISTORY     - 1979     MONUMENTED       MNDT
 AE5182  HISTORY     - 1979     GOOD             MNDT
 AE5182  HISTORY     - 19920803 GOOD             MNDT
 AE5182  HISTORY     - 20021010 GOOD             USPSQD
 AE5182  HISTORY     - 20071015 GOOD             USPSQD
 AE5182
 AE5182                          STATION DESCRIPTION
 AE5182
 AE5182'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5182'RECOVERED AS DESCRIBED.
 AE5182
 AE5182                          STATION RECOVERY (1992)
 AE5182
 AE5182'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE5182'ABOUT 0.1 MI (0.2 KM) SW OF EXCELSIOR, 0.25 MILES (0.40 KM) WEST OF
 AE5182'JUNCTION TH 7 AND TH 41, 70 FEET (21.3 M) SOUTH OF TH 7, AT TH 7
 AE5182'MILEPOST 181.75, 350 FEET (106.7 M) WEST OF ORIOLE AVE, 81 FEET (24.7
 AE5182'M) NORTHEAST OF NORTHEAST CORNER OF NURSERY BUILDING, 5.9 FEET (1.5 M)
 AE5182'NORTH OF WITNESS AND R/W POST.  THE MARK IS A STANDARD VCM DISK ON TOP
 AE5182'OF A 8 FOOT (2.4 M) LONG COPPER-CLAD STEEL ROD WITH A 4 INCH SIGN
 AE5182'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE. STATION
 AE5182'RECOVERED AS DESCRIBED.
 AE5182
 AE5182                          STATION RECOVERY (2002)
 AE5182
 AE5182'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5182'MARKER IS 3.5 FT NORTH OF WITNESS POST
 AE5182
 AE5182                          STATION RECOVERY (2007)
 AE5182
 AE5182'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE5182'MARK IS NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY OFFICE
 AE5182'BUILDING AND IS UNDER THE BRANCHES OF A LARGE SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1942 ***********************************************************************
 PP1942  DESIGNATION -  1005 ADJ
 PP1942  PID         -  PP1942
 PP1942  STATE/COUNTY-  MN/CARVER
 PP1942  COUNTRY     -  US
 PP1942  USGS QUAD   -  MOUND (1993)
 PP1942
 PP1942                         *CURRENT SURVEY CONTROL
 PP1942  ______________________________________________________________________
 PP1942* NAD 83(1986) POSITION- 44 53 27.     (N) 093 42 28.     (W)   SCALED    
 PP1942* NAVD 88 ORTHO HEIGHT -   306.109  (meters)    1004.29  (feet) ADJUSTED  
 PP1942  ______________________________________________________________________
 PP1942  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 PP1942  DYNAMIC HEIGHT  -        306.097 (meters)     1004.25  (feet) COMP
 PP1942  MODELED GRAVITY -    980,566.6   (mgal)                       NAVD 88
 PP1942
 PP1942  VERT ORDER      -  SECOND    CLASS 0
 PP1942
 PP1942.The horizontal coordinates were scaled from a topographic map and have
 PP1942.an estimated accuracy of +/- 6 seconds.
 PP1942.
 PP1942.The orthometric height was determined by differential leveling and
 PP1942.adjusted in June 1991.
 PP1942
 PP1942.Photographs are available for this station.
 PP1942
 PP1942.The dynamic height is computed by dividing the NAVD 88
 PP1942.geopotential number by the normal gravity value computed on the
 PP1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1942.degrees latitude (g = 980.6199 gals.).
 PP1942
 PP1942.The modeled gravity was interpolated from observed gravity values.
 PP1942
 PP1942;                    North         East    Units  Estimated Accuracy
 PP1942;SPC MN S     -   310,140.      823,080.      MT  (+/- 180 meters Scaled)
 PP1942
 PP1942                          SUPERSEDED SURVEY CONTROL
 PP1942
 PP1942  NGVD 29 (??/??/92)  306.038  (m)         1004.06   (f) ADJ UNCH    2 0
 PP1942
 PP1942.Superseded values are not recommended for survey control.
 PP1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1942.See file dsdata.txt to determine how the superseded data were derived.
 PP1942
 PP1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK441710(NAD 83)
 PP1942
 PP1942_MARKER: P = PIPE CAP
 PP1942_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1942_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP1942_STAMPING: 1005 ADJ 1903
 PP1942_MARK LOGO: USGS  
 PP1942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1942
 PP1942  HISTORY     - Date     Condition        Report By
 PP1942  HISTORY     - 1903     MONUMENTED       USGS
 PP1942  HISTORY     - 1972     GOOD             MNDT
 PP1942  HISTORY     - 1973     GOOD             LOCSUR
 PP1942  HISTORY     - 1978     GOOD             MNDT
 PP1942  HISTORY     - 20060408 GOOD             USPSQD
 PP1942
 PP1942                          STATION DESCRIPTION
 PP1942
 PP1942'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1942'2.1 MI SE FROM ST BONIFACIUS.
 PP1942'2.25 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1942'ROAD 92 IN ST. BONIFACIUS, 0.1 MILES WEST OF THE JUNCTION OF T.H. 7
 PP1942'AND COUNTY ROAD 11, 210 FEET SOUTH OF THE CENTERLINE OF T.H. 7
 PP1942'(STATION 1752+30), AT AN ABANDONED FARMSTEAD, 100 FEET WEST OF THE
 PP1942'NORTHWEST CORNER OF THE FARM HOUSE, 90 FEET WEST OF A 12 INCH PINE
 PP1942'TREE, 35 FEET SOUTHWEST OF A 24 INCH TREE, 5 FEET SOUTH OF A LARGE
 PP1942'STUMP, A USGS CAP ON AN IRON PIPE.  NE 1/4, SEC 4, T 116, R 24.
 PP1942
 PP1942                          STATION RECOVERY (1973)
 PP1942
 PP1942'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1942'THE MARK IS LOCATED NEAR THE FOUNDATION OF AN ABANDON FARM AT THE SW
 PP1942'QUAD. OF THE JUNCTION OF T.H. 7 AND COUNTY ROAD 11. THE BENCH IS 100
 PP1942'FEET WEST OF THE N.W. CORNER OF THE FOUNDATION, 5 FEET SOUTH OF A
 PP1942'LARGE STUMP, 35 FEET S. W. OF A 24 INCH TREE, 90 FEET W. OF A 12 INCH
 PP1942'PINE. THE BENCH IS 210 FEET SOUTH OF T.H. 7.
 PP1942
 PP1942                          STATION RECOVERY (1978)
 PP1942
 PP1942'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1942'THE MARK IS LOCATED 1 1/2 MILES EAST OF THE TOWN OF ST BONIFACIUS, 2.1
 PP1942'MILES SOUTHEAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY
 PP1942'ROAD 92 IN ST BONIFACIUS, 0.1 MILE WEST OF THE JUNCTION OF CARVER
 PP1942'COUNTY ROAD 11 AND IS IN THE NE 1/4 OF SECTION 4, T116N, R24W.  THE
 PP1942'MARK IS 210 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 7 AT MILEPOINT
 PP1942'175.2, 90 FEET WEST OF A 12 INCH PINE, 35 FEET SOUTHWEST OF A 24 INCH
 PP1942'BOXELDER TREE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1942'USGS CAP STAMPED---1005 ADJ 1903---, IS SET ON TOP OF AN IRON PIPE
 PP1942'(MAGNETIC) THAT PROJECTS 4 THE INCHES ABOVE THE GROUND.
 PP1942
 PP1942                          STATION RECOVERY (2006)
 PP1942
 PP1942'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 PP1942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1882 ***********************************************************************
 PP1882  DESIGNATION -  1006 A
 PP1882  PID         -  PP1882
 PP1882  STATE/COUNTY-  MN/CARVER
 PP1882  COUNTRY     -  US
 PP1882  USGS QUAD   -  NORWOOD (1981)
 PP1882
 PP1882                         *CURRENT SURVEY CONTROL
 PP1882  ______________________________________________________________________
 PP1882* NAD 83(1996) POSITION- 44 47 03.53185(N) 093 55 12.84556(W)   ADJUSTED  
 PP1882* NAVD 88 ORTHO HEIGHT -   306.606  (meters)    1005.92  (feet) ADJUSTED  
 PP1882  ______________________________________________________________________
 PP1882  LAPLACE CORR    -          3.78  (seconds)                    DEFLEC09
 PP1882  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 PP1882  DYNAMIC HEIGHT  -        306.578 (meters)     1005.83  (feet) COMP
 PP1882  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 PP1882
 PP1882  HORZ ORDER      -  SECOND
 PP1882  VERT ORDER      -  SECOND    CLASS 0
 PP1882
 PP1882.The horizontal coordinates were established by classical geodetic methods
 PP1882.and adjusted by the National Geodetic Survey in March 1999.
 PP1882.
 PP1882.The orthometric height was determined by differential leveling and
 PP1882.adjusted in June 1991.
 PP1882
 PP1882.Photographs are available for this station.
 PP1882
 PP1882.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1882
 PP1882.The dynamic height is computed by dividing the NAVD 88
 PP1882.geopotential number by the normal gravity value computed on the
 PP1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1882.degrees latitude (g = 980.6199 gals.).
 PP1882
 PP1882.The modeled gravity was interpolated from observed gravity values.
 PP1882
 PP1882. The following values were computed from the NAD 83(1996) position.
 PP1882
 PP1882;                    North         East     Units Scale Factor Converg.
 PP1882;SPC MN S     -   298,262.083   806,312.362   MT  0.99993420   +0 03 21.3
 PP1882;SPC MN S     -   978,548.18  2,645,376.47   sFT  0.99993420   +0 03 21.3
 PP1882;UTM  15      - 4,959,402.771   427,199.793   MT  0.99966517   -0 38 53.8
 PP1882
 PP1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1882!SPC MN S     -   0.99995623  x   0.99993420  =   0.99989043
 PP1882!UTM  15      -   0.99995623  x   0.99966517  =   0.99962141
 PP1882
 PP1882                          SUPERSEDED SURVEY CONTROL
 PP1882
 PP1882  NAD 83(1986)-  44 47 03.52602(N)    093 55 12.84120(W) AD(       ) 2
 PP1882  NAD 27      -  44 47 03.66504(N)    093 55 11.95431(W) AD(       ) 2
 PP1882  NGVD 29 (??/??/92)  306.522  (m)         1005.65   (f) ADJ UNCH    2 0
 PP1882
 PP1882.Superseded values are not recommended for survey control.
 PP1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1882.See file dsdata.txt to determine how the superseded data were derived.
 PP1882
 PP1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2719959402(NAD 83)
 PP1882
 PP1882_MARKER: DB = BENCH MARK DISK
 PP1882_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1882_STAMPING: 1006 A 1971
 PP1882_MARK LOGO: MNHD  
 PP1882_PROJECTION: PROJECTING 5 CENTIMETERS
 PP1882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1882+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2009
 PP1882
 PP1882  HISTORY     - Date     Condition        Report By
 PP1882  HISTORY     - 1971     MONUMENTED       MNDT
 PP1882  HISTORY     - 20090520 GOOD             MNDT
 PP1882
 PP1882                          STATION DESCRIPTION
 PP1882
 PP1882'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1882'IN YOUNG AMERICA.
 PP1882'MARK IS LOCATED AT THE WEST EDGE OF YOUNG AMERICA, 116 FEET EAST OF
 PP1882'AND ABOUT 2.5 FEET HIGHER THAN THE CENTERLINE OF T.H. 25-5, AT MILE
 PP1882'MARKER 25.9, 12 FEET SOUTHWEST OF A LIGHT POLE, 1 FOOT WEST OF A STEEL
 PP1882'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, PROJECTING 2
 PP1882'INCHES ABOVE GROUND.  NW 1/4 SECTION 11, T 115N, R 26W. NOTE-- MARK IS
 PP1882'ALSO 1.0 MILES NORTHEAST OF THE JUNCTION OF T.H. 212 AND T.H. 25 IN
 PP1882'NORWOOD.
 PP1882
 PP1882                          STATION RECOVERY (2009)
 PP1882
 PP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1882'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1883 ***********************************************************************
 PP1883  DESIGNATION -  1006 B
 PP1883  PID         -  PP1883
 PP1883  STATE/COUNTY-  MN/CARVER
 PP1883  COUNTRY     -  US
 PP1883  USGS QUAD   -  NORWOOD (1981)
 PP1883
 PP1883                         *CURRENT SURVEY CONTROL
 PP1883  ______________________________________________________________________
 PP1883* NAD 83(1986) POSITION- 44 47 37.46   (N) 093 54 23.80   (W)   HD_HELD1  
 PP1883* NAVD 88 ORTHO HEIGHT -   303.010  (meters)     994.13  (feet) ADJUSTED  
 PP1883  ______________________________________________________________________
 PP1883  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 PP1883  DYNAMIC HEIGHT  -        302.983 (meters)      994.04  (feet) COMP
 PP1883  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 PP1883
 PP1883  VERT ORDER      -  SECOND    CLASS 0
 PP1883
 PP1883.The horizontal coordinates were established by differentially corrected
 PP1883.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1883.
 PP1883.The orthometric height was determined by differential leveling and
 PP1883.adjusted in June 1991.
 PP1883
 PP1883.Photographs are available for this station.
 PP1883
 PP1883.The dynamic height is computed by dividing the NAVD 88
 PP1883.geopotential number by the normal gravity value computed on the
 PP1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1883.degrees latitude (g = 980.6199 gals.).
 PP1883
 PP1883.The modeled gravity was interpolated from observed gravity values.
 PP1883
 PP1883;                    North         East    Units  Estimated Accuracy
 PP1883;SPC MN S     -   299,310.5     807,389.3     MT  (+/- 3 meters HH1 GPS) 
 PP1883
 PP1883                          SUPERSEDED SURVEY CONTROL
 PP1883
 PP1883  NGVD 29 (??/??/92)  302.927  (m)          993.85   (f) ADJ UNCH    2 0
 PP1883
 PP1883.Superseded values are not recommended for survey control.
 PP1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1883.See file dsdata.txt to determine how the superseded data were derived.
 PP1883
 PP1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2828960437(NAD 83)
 PP1883
 PP1883_MARKER: DB = BENCH MARK DISK
 PP1883_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1883_STAMPING: 1006 B 1971
 PP1883_MARK LOGO: MNHD  
 PP1883_PROJECTION: RECESSED 10 CENTIMETERS
 PP1883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1883+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 PP1883
 PP1883  HISTORY     - Date     Condition        Report By
 PP1883  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1883  HISTORY     - 1987     POOR             USPSQD
 PP1883  HISTORY     - 20080527 GOOD             MNDT
 PP1883
 PP1883                          STATION DESCRIPTION
 PP1883
 PP1883'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1883'0.9 MI NE FROM YOUNG AMERICA.
 PP1883'MARK IS LOCATED 0.95 MILES NORTHEAST ALONG T.H. 25 FROM THE JUNCTION
 PP1883'OF T.H. 25 AND COUNTY ROAD 34 AT THE WEST EDGE OF YOUNG AMERICA, 74
 PP1883'FEET SOUTHEAST OF AND 2.5 FEET HIGHER THAN T.H. 25 CENTERLINE AT MILE
 PP1883'MARKER 26.9 34 FEET NORTHEAST AND ABOUT LEVEL WITH THE
 PP1883'CHICAGO-NORTHWESTERN RAILROAD, 18 FEET EAST OF A POWER POLE, 1 FOOT
 PP1883'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1883'SET 5 INCHES BELOW GROUND LEVEL.  SW 1/4 SECTION 1, T 115N, R 26W.
 PP1883'NOTE-- MARK IS ALSO 1.9 MILES NORTHEAST ALONG T.H. 25 FROM THE
 PP1883'JUNCTION OF T.H. 25 AND T.H. 212 AT NORWOOD.
 PP1883
 PP1883                          STATION RECOVERY (1987)
 PP1883
 PP1883'RECOVERY NOTE BY US POWER SQUADRON 1987 (WHB)
 PP1883'MARK RECOVERED IN POOR CONDITION.
 PP1883
 PP1883                          STATION RECOVERY (2008)
 PP1883
 PP1883'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP1883'THE STATION IS LOCATED 0.95 MI (1.5 KM) NORTHEAST ON TRUNK HIGHWAY 5
 PP1883'FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN NORWOOD
 PP1883'YOUNG AMERICA.
 PP1883' 
 PP1883'TO REACH THE MARK AT TRUNK HIGHWAY 25 MILE POINT 26.9, 1.0 MI (1.6 KM)
 PP1883'SOUTHWEST OF THE JUNCTION TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5 EAST.
 PP1883' 
 PP1883'IT IS 74 FT (22.6 M) SOUTHEAST OF TRUNK HIGHWAY 25, 18 FT (5.5 M) WEST
 PP1883'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1885 ***********************************************************************
 PP1885  DESIGNATION -  1006 C
 PP1885  PID         -  PP1885
 PP1885  STATE/COUNTY-  MN/CARVER
 PP1885  COUNTRY     -  US
 PP1885  USGS QUAD   -  NORWOOD (1981)
 PP1885
 PP1885                         *CURRENT SURVEY CONTROL
 PP1885  ______________________________________________________________________
 PP1885* NAD 83(1986) POSITION- 44 49 08.     (N) 093 53 13.     (W)   SCALED    
 PP1885* NAVD 88 ORTHO HEIGHT -   308.293  (meters)    1011.46  (feet) ADJUSTED  
 PP1885  ______________________________________________________________________
 PP1885  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 PP1885  DYNAMIC HEIGHT  -        308.268 (meters)     1011.38  (feet) COMP
 PP1885  MODELED GRAVITY -    980,527.8   (mgal)                       NAVD 88
 PP1885
 PP1885  VERT ORDER      -  SECOND    CLASS 0
 PP1885
 PP1885.The horizontal coordinates were scaled from a topographic map and have
 PP1885.an estimated accuracy of +/- 6 seconds.
 PP1885.
 PP1885.The orthometric height was determined by differential leveling and
 PP1885.adjusted in June 1991.
 PP1885
 PP1885.The dynamic height is computed by dividing the NAVD 88
 PP1885.geopotential number by the normal gravity value computed on the
 PP1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1885.degrees latitude (g = 980.6199 gals.).
 PP1885
 PP1885.The modeled gravity was interpolated from observed gravity values.
 PP1885
 PP1885;                    North         East    Units  Estimated Accuracy
 PP1885;SPC MN S     -   302,110.      808,940.      MT  (+/- 180 meters Scaled)
 PP1885
 PP1885                          SUPERSEDED SURVEY CONTROL
 PP1885
 PP1885  NGVD 29 (??/??/92)  308.213  (m)         1011.20   (f) ADJ UNCH    2 0
 PP1885
 PP1885.Superseded values are not recommended for survey control.
 PP1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1885.See file dsdata.txt to determine how the superseded data were derived.
 PP1885
 PP1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK298632(NAD 83)
 PP1885
 PP1885_MARKER: DD = SURVEY DISK
 PP1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1885_STAMPING: 1006-C 1971
 PP1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1885+STABILITY: SURFACE MOTION
 PP1885
 PP1885  HISTORY     - Date     Condition        Report By
 PP1885  HISTORY     - 1971     MONUMENTED       MNDT
 PP1885
 PP1885                          STATION DESCRIPTION
 PP1885
 PP1885'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1885'4.65 MI S FROM MAYER.
 PP1885'MARK IS LOCATED 4.65 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1885'CROSSING IN MAYER, 1.25 MILES NORTH OF T.H. 5, 79 FEET SOUTH OF AN
 PP1885'EAST-WEST TOWNSHIP ROAD, 56 FEET SOUTH OF A POWER POLE, 48 FEET EAST
 PP1885'OF AND ABOUT LEVEL WITH THE CENTERLINE OF T.H. 25 AT MILE MARKER 29.0,
 PP1885'1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 PP1885'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 31, T 116N, R 25W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1886 ***********************************************************************
 PP1886  DESIGNATION -  1006 D
 PP1886  PID         -  PP1886
 PP1886  STATE/COUNTY-  MN/CARVER
 PP1886  COUNTRY     -  US
 PP1886  USGS QUAD   -  NORWOOD (1981)
 PP1886
 PP1886                         *CURRENT SURVEY CONTROL
 PP1886  ______________________________________________________________________
 PP1886* NAD 83(1986) POSITION- 44 50 10.89   (N) 093 53 19.28   (W)   HD_HELD1  
 PP1886* NAVD 88 ORTHO HEIGHT -   301.505  (meters)     989.19  (feet) ADJUSTED  
 PP1886  ______________________________________________________________________
 PP1886  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PP1886  DYNAMIC HEIGHT  -        301.481 (meters)      989.11  (feet) COMP
 PP1886  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 PP1886
 PP1886  VERT ORDER      -  SECOND    CLASS 0
 PP1886
 PP1886.The horizontal coordinates were established by differentially corrected
 PP1886.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1886.
 PP1886.The orthometric height was determined by differential leveling and
 PP1886.adjusted in June 1991.
 PP1886
 PP1886.Photographs are available for this station.
 PP1886
 PP1886.The dynamic height is computed by dividing the NAVD 88
 PP1886.geopotential number by the normal gravity value computed on the
 PP1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1886.degrees latitude (g = 980.6199 gals.).
 PP1886
 PP1886.The modeled gravity was interpolated from observed gravity values.
 PP1886
 PP1886;                    North         East    Units  Estimated Accuracy
 PP1886;SPC MN S     -   304,048.2     808,800.9     MT  (+/- 3 meters HH1 GPS) 
 PP1886
 PP1886                          SUPERSEDED SURVEY CONTROL
 PP1886
 PP1886  NGVD 29 (??/??/92)  301.426  (m)          988.93   (f) ADJ UNCH    2 0
 PP1886
 PP1886.Superseded values are not recommended for survey control.
 PP1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1886.See file dsdata.txt to determine how the superseded data were derived.
 PP1886
 PP1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2975865156(NAD 83)
 PP1886
 PP1886_MARKER: DB = BENCH MARK DISK
 PP1886_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1886_STAMPING: 1006 D 1971
 PP1886_MARK LOGO: MNHD  
 PP1886_PROJECTION: FLUSH
 PP1886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1886+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 PP1886
 PP1886  HISTORY     - Date     Condition        Report By
 PP1886  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1886  HISTORY     - 20080630 GOOD             MNDT
 PP1886
 PP1886                          STATION DESCRIPTION
 PP1886
 PP1886'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1886'3.4 MI S FROM MAYER.
 PP1886'MARK IS LOCATED 3.4 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1886'CROSSING IN MAYER, 2.55 MILES NORTH OF T.H. 5, 0.8 MILES SOUTH OF
 PP1886'COUNTY ROAD 32, 52 FEET WEST OF AND 4 FEET LOWER THAN THE T.H. 25
 PP1886'CENTERLINE AT MILE MARKER 30.2, 6 FEET NORTH OF A POWER POLE, 1 FOOT
 PP1886'EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1886'SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 24, T 116N, R 26W.
 PP1886
 PP1886                          STATION RECOVERY (2008)
 PP1886
 PP1886'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP1886'THE STATION IS LOCATED 3.4 MI (5.5 KM) SOUTH OF RAILROAD CROSSING
 PP1886'TRUNK HIGHWAY 25 IN MAYER.
 PP1886' 
 PP1886'TO REACH THE MARK GO 3.34 MI (5.4 KM) SOUTH ON TRUNK HIGHWAY 25 FROM
 PP1886'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT TRUNK
 PP1886'HIGHWAY 25 MILE POINT 30.2, 2.55 MI (4.1 KM) NORTH OF THE JUNCTION
 PP1886'TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 5.
 PP1886' 
 PP1886'IT IS 0.8 MI (1.3 KM) SOUTH OF COUNTY ROAD 32, 52 FT (15.8 M) WEST OF
 PP1886'TRUNK HIGHWAY 25, 6 FT (1.8 M) NORTH OF POWER POLE, 1.0 FT (0.3 M)
 PP1886'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1888 ***********************************************************************
 PP1888  HT_MOD      -  This is a Height Modernization Survey Station.
 PP1888  DESIGNATION -  1006 E
 PP1888  PID         -  PP1888
 PP1888  STATE/COUNTY-  MN/CARVER
 PP1888  COUNTRY     -  US
 PP1888  USGS QUAD   -  NORWOOD (1981)
 PP1888
 PP1888                         *CURRENT SURVEY CONTROL
 PP1888  ______________________________________________________________________
 PP1888* NAD 83(2007) POSITION- 44 51 46.07700(N) 093 53 16.92610(W)   ADJUSTED  
 PP1888* NAD 83(2007) ELLIP HT-   269.812 (meters)        (02/25/11)   ADJUSTED
 PP1888* NAD 83(2007) EPOCH   -  2002.00
 PP1888* NAVD 88 ORTHO HEIGHT -   297.17   (meters)     975.0   (feet) GPS OBS   
 PP1888  ______________________________________________________________________
 PP1888  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PP1888  NAD 83(2007) X  -   -307,067.179 (meters)                     COMP
 PP1888  NAD 83(2007) Y  - -4,518,127.955 (meters)                     COMP
 PP1888  NAD 83(2007) Z  -  4,476,744.449 (meters)                     COMP
 PP1888  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC09
 PP1888  HORZ ORDER      -  FIRST
 PP1888  ELLP ORDER      -  SECOND    CLASS I
 PP1888
 PP1888.The horizontal coordinates were established by GPS observations
 PP1888.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1888
 PP1888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1888.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1888
 PP1888.The horizontal coordinates are valid at the epoch date displayed above
 PP1888.which is a decimal equivalence of Year/Month/Day.
 PP1888
 PP1888.The orthometric height was determined by GPS observations and a
 PP1888.high-resolution geoid model using precise GPS observation and
 PP1888.processing techniques. It supersedes the leveled height previously
 PP1888.determined for this station.
 PP1888
 PP1888.Photographs are available for this station.
 PP1888
 PP1888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1888
 PP1888.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1888
 PP1888.The ellipsoidal height was determined by GPS observations
 PP1888.and is referenced to NAD 83.
 PP1888
 PP1888. The following values were computed from the NAD 83(2007) position.
 PP1888
 PP1888;                    North         East     Units Scale Factor Converg.
 PP1888;SPC MN S     -   306,986.403   808,848.610   MT  0.99994190   +0 04 42.5
 PP1888;SPC MN S     - 1,007,171.22  2,653,697.48   sFT  0.99994190   +0 04 42.5
 PP1888;UTM  15      - 4,968,092.852   429,842.403   MT  0.99966052   -0 37 35.2
 PP1888
 PP1888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1888!SPC MN S     -   0.99995770  x   0.99994190  =   0.99989960
 PP1888!UTM  15      -   0.99995770  x   0.99966052  =   0.99961823
 PP1888
 PP1888:                Primary Azimuth Mark                     Grid Az
 PP1888:SPC MN S     -  1006 F                                   359 03 35.9
 PP1888:UTM  15      -  1006 F                                   359 45 53.6
 PP1888
 PP1888|---------------------------------------------------------------------|
 PP1888| PID    Reference Object                     Distance      Geod. Az  |
 PP1888|                                                           dddmmss.s |
 PP1888| PP1889 1006 F                              APPROX. 1.5 KM 3590818.4 |
 PP1888|---------------------------------------------------------------------|
 PP1888
 PP1888                          SUPERSEDED SURVEY CONTROL
 PP1888
 PP1888  NAVD 88 (06/15/91)  297.194  (m)          975.04   (f) ADJUSTED    2 0
 PP1888  NGVD 29 (??/??/92)  297.116  (m)          974.79   (f) ADJ UNCH    2 0
 PP1888
 PP1888.Superseded values are not recommended for survey control.
 PP1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1888.See file dsdata.txt to determine how the superseded data were derived.
 PP1888
 PP1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2984268092(NAD 83)
 PP1888
 PP1888_MARKER: DB = BENCH MARK DISK
 PP1888_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1888_STAMPING: 1006 E 1971
 PP1888_MARK LOGO: MNHD  
 PP1888_PROJECTION: FLUSH
 PP1888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1888+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 PP1888
 PP1888  HISTORY     - Date     Condition        Report By
 PP1888  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1888  HISTORY     - 20080630 GOOD             MNDT
 PP1888
 PP1888                          STATION DESCRIPTION
 PP1888
 PP1888'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1888'1.5 MI S FROM MAYER.
 PP1888'MARK IS LOCATED 1.5 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1888'CROSSING IN MAYER, 1.05 MILES NORTH OF COUNTY ROAD 32, 56 FEET EAST OF
 PP1888'AND ABOUT LEVEL WITH T.H. 25 CENTERLINE AT MILE MARKER 32.05, 25 FEET
 PP1888'NORTH OF A FIELD ENTRANCE EAST, 3 FEET WEST OF A FENCE CORNER, 1 FOOT
 PP1888'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1888'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 18, T 116N, R 25W.
 PP1888
 PP1888                          STATION RECOVERY (2008)
 PP1888
 PP1888'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1888'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1888'THE MARK IS 1.5 MILES SOUTH OF RAILROAD CROSSING TRUNK HIGHWAY 25 IN
 PP1888'MAYER, 1.52 MILES SOUTH ON TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK
 PP1888'HIGHWAY 25 AND COUNTY ROAD 30 IN MAYER, AT TRUNK HIGHWAY 25 MILEPOINT
 PP1888'32.05, 1.05 MILES NORTH OF COUNTY ROAD 32, 56 FEET EAST OF TRUNK
 PP1888'HIGHWAY 25, 25 FEET NORTH OF FIELD ENTRANCE EAST, 3 FEET WEST OF FENCE
 PP1888'CORNER, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1889 ***********************************************************************
 PP1889  HT_MOD      -  This is a Height Modernization Survey Station.
 PP1889  DESIGNATION -  1006 F
 PP1889  PID         -  PP1889
 PP1889  STATE/COUNTY-  MN/CARVER
 PP1889  COUNTRY     -  US
 PP1889  USGS QUAD   -  MAYER (1981)
 PP1889
 PP1889                         *CURRENT SURVEY CONTROL
 PP1889  ______________________________________________________________________
 PP1889* NAD 83(2007) POSITION- 44 52 35.92843(N) 093 53 17.98044(W)   ADJUSTED  
 PP1889* NAD 83(2007) ELLIP HT-   269.127 (meters)        (02/25/11)   ADJUSTED
 PP1889* NAD 83(2007) EPOCH   -  2002.00
 PP1889* NAVD 88 ORTHO HEIGHT -   296.50   (meters)     972.8   (feet) GPS OBS   
 PP1889  ______________________________________________________________________
 PP1889  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PP1889  NAD 83(2007) X  -   -307,016.616 (meters)                     COMP
 PP1889  NAD 83(2007) Y  - -4,517,042.682 (meters)                     COMP
 PP1889  NAD 83(2007) Z  -  4,477,834.632 (meters)                     COMP
 PP1889  LAPLACE CORR    -          3.79  (seconds)                    DEFLEC09
 PP1889  HORZ ORDER      -  FIRST
 PP1889  ELLP ORDER      -  SECOND    CLASS I
 PP1889
 PP1889.The horizontal coordinates were established by GPS observations
 PP1889.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1889
 PP1889.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1889.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1889
 PP1889.The horizontal coordinates are valid at the epoch date displayed above
 PP1889.which is a decimal equivalence of Year/Month/Day.
 PP1889
 PP1889.The orthometric height was determined by GPS observations and a
 PP1889.high-resolution geoid model using precise GPS observation and
 PP1889.processing techniques. It supersedes the leveled height previously
 PP1889.determined for this station.
 PP1889
 PP1889.Photographs are available for this station.
 PP1889
 PP1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1889
 PP1889.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1889
 PP1889.The ellipsoidal height was determined by GPS observations
 PP1889.and is referenced to NAD 83.
 PP1889
 PP1889. The following values were computed from the NAD 83(2007) position.
 PP1889
 PP1889;                    North         East     Units Scale Factor Converg.
 PP1889;SPC MN S     -   308,525.157   808,823.362   MT  0.99994345   +0 04 41.8
 PP1889;SPC MN S     - 1,012,219.62  2,653,614.65   sFT  0.99994345   +0 04 41.8
 PP1889;UTM  15      - 4,969,631.366   429,836.092   MT  0.99966053   -0 37 36.5
 PP1889
 PP1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1889!SPC MN S     -   0.99995781  x   0.99994345  =   0.99990126
 PP1889!UTM  15      -   0.99995781  x   0.99966053  =   0.99961835
 PP1889
 PP1889:                Primary Azimuth Mark                     Grid Az
 PP1889:SPC MN S     -  1006 E                                   179 03 35.9
 PP1889:UTM  15      -  1006 E                                   179 45 54.2
 PP1889
 PP1889|---------------------------------------------------------------------|
 PP1889| PID    Reference Object                     Distance      Geod. Az  |
 PP1889|                                                           dddmmss.s |
 PP1889| PP1888 1006 E                              APPROX. 1.5 KM 1790817.7 |
 PP1889|---------------------------------------------------------------------|
 PP1889
 PP1889                          SUPERSEDED SURVEY CONTROL
 PP1889
 PP1889  NAVD 88 (06/15/91)  296.496  (m)          972.75   (f) ADJUSTED    2 0
 PP1889  NGVD 29 (??/??/92)  296.418  (m)          972.50   (f) ADJ UNCH    2 0
 PP1889
 PP1889.Superseded values are not recommended for survey control.
 PP1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1889.See file dsdata.txt to determine how the superseded data were derived.
 PP1889
 PP1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2983669631(NAD 83)
 PP1889
 PP1889_MARKER: DB = BENCH MARK DISK
 PP1889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1889_STAMPING: 1006 F 1971
 PP1889_MARK LOGO: MNHD  
 PP1889_PROJECTION: FLUSH
 PP1889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1889+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 PP1889
 PP1889  HISTORY     - Date     Condition        Report By
 PP1889  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1889  HISTORY     - 1980     GOOD             MNDT
 PP1889  HISTORY     - 20080626 GOOD             MNDT
 PP1889
 PP1889                          STATION DESCRIPTION
 PP1889
 PP1889'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1889'0.5 MI S FROM MAYER.
 PP1889'MARK IS LOCATED 0.5 MILES SOUTH ALONG T.H. 25 FROM THE RAILROAD
 PP1889'CROSSING IN MAYER 250 FEET SOUTH OF COUNTY ROAD 30, 44 FEET WEST OF
 PP1889'AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 25 AT MILE MARKER 32.95,
 PP1889'10 FEET SOUTH OF A POWER POLE, 1 FOOT EAST OF A STEEL WITNESS POST IN
 PP1889'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 PP1889'SECTION 12, T 116N, R 26W.
 PP1889
 PP1889                          STATION RECOVERY (1980)
 PP1889
 PP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1889'LOCATED 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 25 FROM THE RAILROAD
 PP1889'CROSSING IN MAYER AND IS NEAR HIGHWAY 25 MILE POINT 32.95 IN THE NE
 PP1889'1/4 OF SECTION 12, T116N, R26W.  THE MARK IS 250 FEET SOUTH OF THE
 PP1889'SOUTH JUNCTION OF COUNTY ROAD 30 AND HIGHWAY 25, 44 FEET WEST OF THE
 PP1889'CENTERLINE OF HIGHWAY 25, 10 FEET SOUTH OF A POWER POLE AND 1 FOOT
 PP1889'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 PP1889'DISK STAMPED---1006 F 1971---, IS SET IN THE TOP OF A MAGNETIC
 PP1889'CONCRETE POST THAT IS BURIED 2 INCHES BELOW GROUND LEVEL.
 PP1889
 PP1889                          STATION RECOVERY (2008)
 PP1889
 PP1889'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1889'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1889'THE MARK IS 0.57 MILE SOUTH OF MAYER, 0.53 MILE SOUTH OF JUNCTION OF
 PP1889'TRUNK HIGHWAY 25 AND RAILROAD IN MAYER, 0.56 MILE SOUTH ON TRUNK
 PP1889'HIGHWAY 25 FROM JUNCTION TRUNK HIGHWAY 25 AND COUNTY ROAD 30 (WEST) IN
 PP1889'MAYER, AT TRUNK HIGHWAY 25 MILEPOINT 32.95, 250 FEET SOUTH OF SOUTH
 PP1889'JUNCTION TRUNK HIGHWAY 25 AND COUNTY ROAD 30, 44 FEET WEST OF TRUNK
 PP1889'HIGHWAY 25, 10 FEET SOUTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS
 PP1889'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1891 ***********************************************************************
 PP1891  DESIGNATION -  1006 G
 PP1891  PID         -  PP1891
 PP1891  STATE/COUNTY-  MN/CARVER
 PP1891  COUNTRY     -  US
 PP1891  USGS QUAD   -  WATERTOWN (1993)
 PP1891
 PP1891                         *CURRENT SURVEY CONTROL
 PP1891  ______________________________________________________________________
 PP1891* NAD 83(1986) POSITION- 44 54 06.61   (N) 093 52 23.18   (W)   HD_HELD1  
 PP1891* NAVD 88 ORTHO HEIGHT -   287.774  (meters)     944.14  (feet) ADJUSTED  
 PP1891  ______________________________________________________________________
 PP1891  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PP1891  DYNAMIC HEIGHT  -        287.752 (meters)      944.07  (feet) COMP
 PP1891  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 PP1891
 PP1891  VERT ORDER      -  SECOND    CLASS 0
 PP1891
 PP1891.The horizontal coordinates were established by differentially corrected
 PP1891.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1891.
 PP1891.The orthometric height was determined by differential leveling and
 PP1891.adjusted in June 1991.
 PP1891
 PP1891.Photographs are available for this station.
 PP1891
 PP1891.The dynamic height is computed by dividing the NAVD 88
 PP1891.geopotential number by the normal gravity value computed on the
 PP1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1891.degrees latitude (g = 980.6199 gals.).
 PP1891
 PP1891.The modeled gravity was interpolated from observed gravity values.
 PP1891
 PP1891;                    North         East    Units  Estimated Accuracy
 PP1891;SPC MN S     -   311,326.0     810,021.8     MT  (+/- 3 meters HH1 GPS) 
 PP1891
 PP1891                          SUPERSEDED SURVEY CONTROL
 PP1891
 PP1891  NGVD 29 (??/??/92)  287.697  (m)          943.89   (f) ADJ UNCH    2 0
 PP1891
 PP1891.Superseded values are not recommended for survey control.
 PP1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1891.See file dsdata.txt to determine how the superseded data were derived.
 PP1891
 PP1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3106872416(NAD 83)
 PP1891
 PP1891_MARKER: DB = BENCH MARK DISK
 PP1891_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1891_SP_SET: CULVERT
 PP1891_STAMPING: 1006 G 1971
 PP1891_MARK LOGO: MNHD  
 PP1891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1891
 PP1891  HISTORY     - Date     Condition        Report By
 PP1891  HISTORY     - 1971     MONUMENTED       MNDT
 PP1891  HISTORY     - 1980     GOOD             MNDT
 PP1891
 PP1891                          STATION DESCRIPTION
 PP1891
 PP1891'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1891'1.5 MI NE FROM MAYER.
 PP1891'MARK IS LOCATED 1.5 MILES NORTHEAST ALONG T.H. 25 FROM THE RAILROAD
 PP1891'CROSSING IN MAYER, 0.25 MILES SOUTHEAST OF THE JUNCTION OF T.H. 25 AND
 PP1891'T.H. 7, IN THE SOUTHEAST CORNER OF A BOX CULVERT FOR A DRAINAGE DITCH
 PP1891'UNDER T.H. 25 AT MILE MARKER 35.0 ABOUT 3.7 FEET LOWER THAN THE
 PP1891'CENTERLINE OF T.H. 25.  NE 1/4 SECTION 31, T 117N, R 25W.
 PP1891
 PP1891                          STATION RECOVERY (1980)
 PP1891
 PP1891'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1891'THE MARK WAS RECOVERED IN GOOD CONDITION, LOCATED 0.25 MILE SOUTH
 PP1891'ALONG TRUNK HIGHWAY 25 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 NORTH OF
 PP1891'MAYER AND IS NEAR HIGHWAY 25 MILE POINT 35 IN THE NE 1/4 OF SECTION
 PP1891'31, T117N, R25W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP1891'STAMPED---1006 G 1971---, IS SET IN THE THE SOUTH END OF THE EAST
 PP1891'HEADWALL OF A BOX CULVERT AT A DRAINAGE DITCH UNDER HIGHWAY 25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1550 ***********************************************************************
 PP1550  DESIGNATION -  1006.0
 PP1550  PID         -  PP1550
 PP1550  STATE/COUNTY-  MN/RICE
 PP1550  COUNTRY     -  US
 PP1550  USGS QUAD   -  FARIBAULT (1991)
 PP1550
 PP1550                         *CURRENT SURVEY CONTROL
 PP1550  ______________________________________________________________________
 PP1550* NAD 83(1986) POSITION- 44 17 26.     (N) 093 16 51.     (W)   SCALED    
 PP1550* NAVD 88 ORTHO HEIGHT -   306.616  (meters)    1005.96  (feet) ADJUSTED  
 PP1550  ______________________________________________________________________
 PP1550  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 PP1550  DYNAMIC HEIGHT  -        306.580 (meters)     1005.84  (feet) COMP
 PP1550  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 PP1550
 PP1550  VERT ORDER      -  SECOND    CLASS 0
 PP1550
 PP1550.The horizontal coordinates were scaled from a topographic map and have
 PP1550.an estimated accuracy of +/- 6 seconds.
 PP1550.
 PP1550.The orthometric height was determined by differential leveling and
 PP1550.adjusted in June 1991.
 PP1550
 PP1550.The dynamic height is computed by dividing the NAVD 88
 PP1550.geopotential number by the normal gravity value computed on the
 PP1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1550.degrees latitude (g = 980.6199 gals.).
 PP1550
 PP1550.The modeled gravity was interpolated from observed gravity values.
 PP1550
 PP1550;                    North         East    Units  Estimated Accuracy
 PP1550;SPC MN S     -   243,650.      857,400.      MT  (+/- 180 meters Scaled)
 PP1550
 PP1550                          SUPERSEDED SURVEY CONTROL
 PP1550
 PP1550  NGVD 29 (??/??/92)  306.624  (m)         1005.98   (f) ADJ UNCH    2 0
 PP1550
 PP1550.Superseded values are not recommended for survey control.
 PP1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1550.See file dsdata.txt to determine how the superseded data were derived.
 PP1550
 PP1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775041(NAD 83)
 PP1550
 PP1550_MARKER: Z = SEE DESCRIPTION
 PP1550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1550_SP_SET: FIRE HYDRANT
 PP1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1550
 PP1550  HISTORY     - Date     Condition        Report By
 PP1550  HISTORY     - UNK      MONUMENTED       CGS
 PP1550  HISTORY     - 1970     GOOD             MNDT
 PP1550  HISTORY     - 1986     GOOD             USPSQD
 PP1550  HISTORY     - 19960821 MARK NOT FOUND   USPSQD
 PP1550
 PP1550                          STATION DESCRIPTION
 PP1550
 PP1550'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1550'IN FARIBAULT.
 PP1550'AT FARIBAULT, RICE COUNTY, AT THE CORNER OF EIGHTH AVENUE AND DIVISION
 PP1550'STREET, AND ON THE LOCK NUT AT THE TOP OF A FIRE HYDRANT. THE HEAD OF
 PP1550'A CHISELED ARROW.
 PP1550
 PP1550                          STATION RECOVERY (1986)
 PP1550
 PP1550'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1550'RECOVERED IN GOOD CONDITION.
 PP1550
 PP1550                          STATION RECOVERY (1996)
 PP1550
 PP1550'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1875 ***********************************************************************
 AE1875  DESIGNATION -  1007 C
 AE1875  PID         -  AE1875
 AE1875  STATE/COUNTY-  MN/CARVER
 AE1875  COUNTRY     -  US
 AE1875  USGS QUAD   -  WATERTOWN (1993)
 AE1875
 AE1875                         *CURRENT SURVEY CONTROL
 AE1875  ______________________________________________________________________
 AE1875* NAD 83(1986) POSITION- 44 55 53.86   (N) 093 51 42.91   (W)   HD_HELD1  
 AE1875* NAVD 88 ORTHO HEIGHT -   291.749  (meters)     957.18  (feet) ADJUSTED  
 AE1875  ______________________________________________________________________
 AE1875  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AE1875  DYNAMIC HEIGHT  -        291.727 (meters)      957.11  (feet) COMP
 AE1875  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 AE1875
 AE1875  VERT ORDER      -  SECOND    CLASS I
 AE1875
 AE1875.The horizontal coordinates were established by differentially corrected
 AE1875.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE1875.
 AE1875.The orthometric height was determined by differential leveling and
 AE1875.adjusted in December 1997.
 AE1875
 AE1875.Photographs are available for this station.
 AE1875
 AE1875.The dynamic height is computed by dividing the NAVD 88
 AE1875.geopotential number by the normal gravity value computed on the
 AE1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1875.degrees latitude (g = 980.6199 gals.).
 AE1875
 AE1875.The modeled gravity was interpolated from observed gravity values.
 AE1875
 AE1875;                    North         East    Units  Estimated Accuracy
 AE1875;SPC MN S     -   314,638.0     810,899.6     MT  (+/- 3 meters HH1 GPS) 
 AE1875
 AE1875                          SUPERSEDED SURVEY CONTROL
 AE1875
 AE1875.No superseded survey control is available for this station.
 AE1875
 AE1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3198675716(NAD 83)
 AE1875
 AE1875_MARKER: DD = SURVEY DISK
 AE1875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1875_STAMPING: 1007 C 1979
 AE1875_MARK LOGO: MNHD  
 AE1875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1875
 AE1875  HISTORY     - Date     Condition        Report By
 AE1875  HISTORY     - 1979     MONUMENTED       MNDT
 AE1875  HISTORY     - 1980     GOOD             MNDT
 AE1875  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1875
 AE1875                          STATION DESCRIPTION
 AE1875
 AE1875'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1875'THE MARK IS LOCATED 2.05 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1875'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS NEAR HIGHWAY
 AE1875'25 MILE POINT 37.3 IN THE NW 1/4 OF SECTION 20, T117N, R25W.  THE MARK
 AE1875'IS 91 FEET SOUTH OF THE EAST END OF A CONCRETE CULVERT UNDER HIGHWAY
 AE1875'25, 51 FEET EAST OF THE CENTERLINE OF HIGHWAY 25, 7 FEET SOUTH OF A
 AE1875'POWER POLE WITH 2 GUY WIRES AND 1 FOOT WEST OF A STEEL WITNESS POST.
 AE1875'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---1007 C
 AE1875'1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF
 AE1875'STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AE1875'INCH DIAMETER HOLE AND BACKFILLED WITH THE TOP FLUSH WITH THE SURFACE
 AE1875'OF THE GROUND.
 AE1875
 AE1875                          STATION RECOVERY (2002)
 AE1875
 AE1875'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1875'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1876 ***********************************************************************
 AE1876  DESIGNATION -  1007 D
 AE1876  PID         -  AE1876
 AE1876  STATE/COUNTY-  MN/CARVER
 AE1876  COUNTRY     -  US
 AE1876  USGS QUAD   -  WATERTOWN (1993)
 AE1876
 AE1876                         *CURRENT SURVEY CONTROL
 AE1876  ______________________________________________________________________
 AE1876* NAD 83(1986) POSITION- 44 56 11.     (N) 093 51 31.     (W)   SCALED    
 AE1876* NAVD 88 ORTHO HEIGHT -   296.294  (meters)     972.09  (feet) ADJUSTED  
 AE1876  ______________________________________________________________________
 AE1876  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AE1876  DYNAMIC HEIGHT  -        296.272 (meters)      972.02  (feet) COMP
 AE1876  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 AE1876
 AE1876  VERT ORDER      -  SECOND    CLASS I
 AE1876
 AE1876.The horizontal coordinates were scaled from a topographic map and have
 AE1876.an estimated accuracy of +/- 6 seconds.
 AE1876.
 AE1876.The orthometric height was determined by differential leveling and
 AE1876.adjusted in December 1997.
 AE1876
 AE1876.The dynamic height is computed by dividing the NAVD 88
 AE1876.geopotential number by the normal gravity value computed on the
 AE1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1876.degrees latitude (g = 980.6199 gals.).
 AE1876
 AE1876.The modeled gravity was interpolated from observed gravity values.
 AE1876
 AE1876;                    North         East    Units  Estimated Accuracy
 AE1876;SPC MN S     -   315,170.      811,160.      MT  (+/- 180 meters Scaled)
 AE1876
 AE1876                          SUPERSEDED SURVEY CONTROL
 AE1876
 AE1876.No superseded survey control is available for this station.
 AE1876
 AE1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK322762(NAD 83)
 AE1876
 AE1876_MARKER: DD = SURVEY DISK
 AE1876_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1876_STAMPING: 1007 D 1979
 AE1876_MARK LOGO: MNHD  
 AE1876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1876
 AE1876  HISTORY     - Date     Condition        Report By
 AE1876  HISTORY     - 1979     MONUMENTED       MNDT
 AE1876  HISTORY     - 1980     GOOD             MNDT
 AE1876  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1876
 AE1876                          STATION DESCRIPTION
 AE1876
 AE1876'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1876'THE MARK IS LOCATED 2.55 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1876'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS NEAR HIGHWAY
 AE1876'25 MILE POINT 37.8 IN THE SE 1/4 OF SECTION 17, T117N, R25W.  THE MARK
 AE1876'IS 115 FEET SOUTH-SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT
 AE1876'UNDER HIGHWAY 25, 55 FEET EAST OF THE CENTERLINE OF HIGHWAY 25 ON THE
 AE1876'SOUTH EDGE OF A FIELD ENTRANCE TO THE EAST AND 1 FOOT NORTH OF A STEEL
 AE1876'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 AE1876'STAMPED---1007 D 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD
 AE1876'WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 AE1876'OF CONCRETE IN A 6 INCH DIAMETER HOLE AND BACKFILLED WITH THE TOP
 AE1876'FLUSH WITH THE SURFACE OF THE GROUND.
 AE1876
 AE1876                          STATION RECOVERY (2002)
 AE1876
 AE1876'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1876'NEW BRIDGE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1877 ***********************************************************************
 AE1877  DESIGNATION -  1007 E
 AE1877  PID         -  AE1877
 AE1877  STATE/COUNTY-  MN/CARVER
 AE1877  COUNTRY     -  US
 AE1877  USGS QUAD   -  WATERTOWN (1993)
 AE1877
 AE1877                         *CURRENT SURVEY CONTROL
 AE1877  ______________________________________________________________________
 AE1877* NAD 83(1986) POSITION- 44 56 33.     (N) 093 51 51.     (W)   SCALED    
 AE1877* NAVD 88 ORTHO HEIGHT -   286.902  (meters)     941.28  (feet) ADJUSTED  
 AE1877  ______________________________________________________________________
 AE1877  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 AE1877  DYNAMIC HEIGHT  -        286.881 (meters)      941.21  (feet) COMP
 AE1877  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 AE1877
 AE1877  VERT ORDER      -  SECOND    CLASS I
 AE1877
 AE1877.The horizontal coordinates were scaled from a topographic map and have
 AE1877.an estimated accuracy of +/- 6 seconds.
 AE1877.
 AE1877.The orthometric height was determined by differential leveling and
 AE1877.adjusted in December 1997.
 AE1877
 AE1877.The dynamic height is computed by dividing the NAVD 88
 AE1877.geopotential number by the normal gravity value computed on the
 AE1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1877.degrees latitude (g = 980.6199 gals.).
 AE1877
 AE1877.The modeled gravity was interpolated from observed gravity values.
 AE1877
 AE1877;                    North         East    Units  Estimated Accuracy
 AE1877;SPC MN S     -   315,850.      810,720.      MT  (+/- 180 meters Scaled)
 AE1877
 AE1877                          SUPERSEDED SURVEY CONTROL
 AE1877
 AE1877.No superseded survey control is available for this station.
 AE1877
 AE1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK318769(NAD 83)
 AE1877
 AE1877_MARKER: DD = SURVEY DISK
 AE1877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE1877_STAMPING: 1007 E 1979
 AE1877_MARK LOGO: MNHD  
 AE1877_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1877
 AE1877  HISTORY     - Date     Condition        Report By
 AE1877  HISTORY     - 1979     MONUMENTED       MNDT
 AE1877  HISTORY     - 1980     GOOD             MNDT
 AE1877  HISTORY     - 20021015 GOOD             USPSQD
 AE1877
 AE1877                          STATION DESCRIPTION
 AE1877
 AE1877'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1877'THE MARK IS LOCATED 2.85 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1877'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS IN THE NE 1/4
 AE1877'OF SECTION 17, T117N, R25W.  THE MARK, A STANDARD MNHD VERTICAL
 AE1877'CONTROL MARK DISK STAMPED---1007 E 1979---, IS SET IN THE SOUTHEAST
 AE1877'CORNER OF BRIDGE NUMBER 5184 CARRYING HIGHWAY 25 OVER THE SOUTH FORK
 AE1877'CROW RIVER.
 AE1877
 AE1877                          STATION RECOVERY (2002)
 AE1877
 AE1877'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1877'MARKER IN PVC PIPE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1878 ***********************************************************************
 AE1878  DESIGNATION -  1007 F
 AE1878  PID         -  AE1878
 AE1878  STATE/COUNTY-  MN/CARVER
 AE1878  COUNTRY     -  US
 AE1878  USGS QUAD   -  WATERTOWN (1993)
 AE1878
 AE1878                         *CURRENT SURVEY CONTROL
 AE1878  ______________________________________________________________________
 AE1878* NAD 83(1986) POSITION- 44 56 59.     (N) 093 51 31.     (W)   SCALED    
 AE1878* NAVD 88 ORTHO HEIGHT -   289.471  (meters)     949.71  (feet) ADJUSTED  
 AE1878  ______________________________________________________________________
 AE1878  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AE1878  DYNAMIC HEIGHT  -        289.450 (meters)      949.64  (feet) COMP
 AE1878  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 AE1878
 AE1878  VERT ORDER      -  SECOND    CLASS I
 AE1878
 AE1878.The horizontal coordinates were scaled from a topographic map and have
 AE1878.an estimated accuracy of +/- 6 seconds.
 AE1878.
 AE1878.The orthometric height was determined by differential leveling and
 AE1878.adjusted in December 1997.
 AE1878
 AE1878.The dynamic height is computed by dividing the NAVD 88
 AE1878.geopotential number by the normal gravity value computed on the
 AE1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1878.degrees latitude (g = 980.6199 gals.).
 AE1878
 AE1878.The modeled gravity was interpolated from observed gravity values.
 AE1878
 AE1878;                    North         East    Units  Estimated Accuracy
 AE1878;SPC MN S     -   316,650.      811,160.      MT  (+/- 180 meters Scaled)
 AE1878
 AE1878                          SUPERSEDED SURVEY CONTROL
 AE1878
 AE1878.No superseded survey control is available for this station.
 AE1878
 AE1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK322777(NAD 83)
 AE1878
 AE1878_MARKER: DD = SURVEY DISK
 AE1878_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1878_STAMPING: 1007 F 1979
 AE1878_MARK LOGO: MNHD  
 AE1878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1878
 AE1878  HISTORY     - Date     Condition        Report By
 AE1878  HISTORY     - 1979     MONUMENTED       MNDT
 AE1878  HISTORY     - 1980     GOOD             MNDT
 AE1878  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1878
 AE1878                          STATION DESCRIPTION
 AE1878
 AE1878'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1878'THE MARK IS LOCATED 3.35 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1878'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS NEAR HIGHWAY
 AE1878'25 MILE POINT 38.6 IN THE SE 1/4 OF SECTION 8, T117N, R25W.  THE MARK
 AE1878'IS ABOUT 250 FEET NORTH OF COUNTY ROAD 122 TO THE WEST, 150 SOUTH OF
 AE1878'THE ENTRANCE TO A GRAVEL PIT, 42 FEET EAST OF THE CENTERLINE OF
 AE1878'HIGHWAY 25, 2.5 FEET NORTHWEST OF A POWER POLE AND 1 FOOT WEST OF A
 AE1878'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 AE1878'DISK STAMPED---1007 F 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD
 AE1878'STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN
 AE1878'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND BACKFILLED WITH THE
 AE1878'TOP FLUSH WITH THE SURFACE OF THE GROUND.
 AE1878
 AE1878                          STATION RECOVERY (2002)
 AE1878
 AE1878'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1880 ***********************************************************************
 AE1880  DESIGNATION -  1007 H
 AE1880  PID         -  AE1880
 AE1880  STATE/COUNTY-  MN/CARVER
 AE1880  COUNTRY     -  US
 AE1880  USGS QUAD   -  WATERTOWN (1993)
 AE1880
 AE1880                         *CURRENT SURVEY CONTROL
 AE1880  ______________________________________________________________________
 AE1880* NAD 83(1986) POSITION- 44 57 53.96   (N) 093 51 12.03   (W)   HD_HELD1  
 AE1880* NAVD 88 ORTHO HEIGHT -   297.544  (meters)     976.19  (feet) ADJUSTED  
 AE1880  ______________________________________________________________________
 AE1880  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 AE1880  DYNAMIC HEIGHT  -        297.523 (meters)      976.12  (feet) COMP
 AE1880  MODELED GRAVITY -    980,536.4   (mgal)                       NAVD 88
 AE1880
 AE1880  VERT ORDER      -  SECOND    CLASS I
 AE1880
 AE1880.The horizontal coordinates were established by differentially corrected
 AE1880.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE1880.
 AE1880.The orthometric height was determined by differential leveling and
 AE1880.adjusted in December 1997.
 AE1880
 AE1880.Photographs are available for this station.
 AE1880
 AE1880.The dynamic height is computed by dividing the NAVD 88
 AE1880.geopotential number by the normal gravity value computed on the
 AE1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1880.degrees latitude (g = 980.6199 gals.).
 AE1880
 AE1880.The modeled gravity was interpolated from observed gravity values.
 AE1880
 AE1880;                    North         East    Units  Estimated Accuracy
 AE1880;SPC MN S     -   318,346.5     811,570.1     MT  (+/- 3 meters HH1 GPS) 
 AE1880
 AE1880                          SUPERSEDED SURVEY CONTROL
 AE1880
 AE1880.No superseded survey control is available for this station.
 AE1880
 AE1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3270279415(NAD 83)
 AE1880
 AE1880_MARKER: DV = VERTICAL CONTROL DISK
 AE1880_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1880_STAMPING: 1007 H 1979
 AE1880_MARK LOGO: MNHD  
 AE1880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1880
 AE1880  HISTORY     - Date     Condition        Report By
 AE1880  HISTORY     - 1979     MONUMENTED       MNDT
 AE1880  HISTORY     - 1980     GOOD             MNDT
 AE1880  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1880
 AE1880                          STATION DESCRIPTION
 AE1880
 AE1880'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1880'THE MARK IS LOCATED 4.4 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1880'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS AT THE
 AE1880'INTERSECTION OF HIGHWAY 25 AND WHITE STREET SOUTHWEST AT WATERTOWN IN
 AE1880'THE SE 1/4 OF SECTION 5, T117N, R25W.  THE MARK IS 40 FEET WEST OF THE
 AE1880'CENTERLINE OF HIGHWAY 25, 33 FEET SOUTH OF THE CENTERLINE OF WHITE
 AE1880'STREET SOUTHWEST AND 18 FEET SOUTHWEST OF A POWER POLE.  THE MARK, A
 AE1880'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---1007 H 1979---, IS
 AE1880'ON TOP OF A 5/8 INCH DIAMETER BY 20 FOOT LONG COPPER-CLAD STEEL ROD
 AE1880'THAT IS DRIVEN TO REFUSAL.
 AE1880
 AE1880                          STATION RECOVERY (2002)
 AE1880
 AE1880'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1882 ***********************************************************************
 AE1882  DESIGNATION -  1007 K
 AE1882  PID         -  AE1882
 AE1882  STATE/COUNTY-  MN/CARVER
 AE1882  COUNTRY     -  US
 AE1882  USGS QUAD   -  WATERTOWN (1993)
 AE1882
 AE1882                         *CURRENT SURVEY CONTROL
 AE1882  ______________________________________________________________________
 AE1882* NAD 83(1986) POSITION- 44 58 14.8    (N) 093 51 59.8    (W)   HD_HELD2  
 AE1882* NAVD 88 ORTHO HEIGHT -   285.338  (meters)     936.15  (feet) ADJUSTED  
 AE1882  ______________________________________________________________________
 AE1882  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 AE1882  DYNAMIC HEIGHT  -        285.317 (meters)      936.08  (feet) COMP
 AE1882  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 AE1882
 AE1882  VERT ORDER      -  SECOND    CLASS I
 AE1882
 AE1882.The horizontal coordinates were established by autonomous hand held GPS
 AE1882.observations and have an estimated accuracy of +/- 10 meters.
 AE1882.
 AE1882.The orthometric height was determined by differential leveling and
 AE1882.adjusted in December 1997.
 AE1882
 AE1882.Photographs are available for this station.
 AE1882
 AE1882.The dynamic height is computed by dividing the NAVD 88
 AE1882.geopotential number by the normal gravity value computed on the
 AE1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1882.degrees latitude (g = 980.6199 gals.).
 AE1882
 AE1882.The modeled gravity was interpolated from observed gravity values.
 AE1882
 AE1882;                    North         East    Units  Estimated Accuracy
 AE1882;SPC MN S     -   318,988.      810,522.      MT  (+/- 10 meters HH2 GPS)
 AE1882
 AE1882                          SUPERSEDED SURVEY CONTROL
 AE1882
 AE1882.No superseded survey control is available for this station.
 AE1882
 AE1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3166380069(NAD 83)
 AE1882
 AE1882_MARKER: DV = VERTICAL CONTROL DISK
 AE1882_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1882_STAMPING: 1007 K 1979
 AE1882_MARK LOGO: MNHD  
 AE1882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1882+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 AE1882
 AE1882  HISTORY     - Date     Condition        Report By
 AE1882  HISTORY     - 1979     MONUMENTED       MNDT
 AE1882  HISTORY     - 1980     GOOD             MNDT
 AE1882  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1882  HISTORY     - 20061124 GOOD             USPSQD
 AE1882
 AE1882                          STATION DESCRIPTION
 AE1882
 AE1882'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1882'THE MARK IS LOCATED 1 MILE NORTHWEST ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1882'SOUTH JUNCTION WITH COUNTY ROAD 10 IN WATERTOWN AND IS NEAR HIGHWAY 25
 AE1882'MILE POINT 40.75 IN THE NW 1/4 OF SECTION 5, T117N, R25W.  THE MARK IS
 AE1882'149 FEET SOUTHWEST OF A DRIVEWAY, 91 FEET NORTH-NORTHEAST OF A POWER
 AE1882'POLE, 38.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY 25 AND 1 FOOT
 AE1882'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 AE1882'CONTROL MARK DISK STAMPED---1007 K 1979---, IS ON TOP OF AN 8 FOOT
 AE1882'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM
 AE1882'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND
 AE1882'BACKFILLED WITH THE TOP FLUSH WITH THE SURFACE OF THE GROUND.
 AE1882
 AE1882                          STATION RECOVERY (2002)
 AE1882
 AE1882'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1882'MARK NOT FOUND.
 AE1882
 AE1882                          STATION RECOVERY (2006)
 AE1882
 AE1882'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE1882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1883 ***********************************************************************
 AE1883  DESIGNATION -  1007 L
 AE1883  PID         -  AE1883
 AE1883  STATE/COUNTY-  MN/CARVER
 AE1883  COUNTRY     -  US
 AE1883  USGS QUAD   -  MAYER (1981)
 AE1883
 AE1883                         *CURRENT SURVEY CONTROL
 AE1883  ______________________________________________________________________
 AE1883* NAD 83(1986) POSITION- 44 58 14.88   (N) 093 52 34.28   (W)   HD_HELD1  
 AE1883* NAVD 88 ORTHO HEIGHT -   289.282  (meters)     949.09  (feet) ADJUSTED  
 AE1883  ______________________________________________________________________
 AE1883  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 AE1883  DYNAMIC HEIGHT  -        289.261 (meters)      949.02  (feet) COMP
 AE1883  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 AE1883
 AE1883  VERT ORDER      -  SECOND    CLASS I
 AE1883
 AE1883.The horizontal coordinates were established by differentially corrected
 AE1883.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE1883.
 AE1883.The orthometric height was determined by differential leveling and
 AE1883.adjusted in December 1997.
 AE1883
 AE1883.Photographs are available for this station.
 AE1883
 AE1883.The dynamic height is computed by dividing the NAVD 88
 AE1883.geopotential number by the normal gravity value computed on the
 AE1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1883.degrees latitude (g = 980.6199 gals.).
 AE1883
 AE1883.The modeled gravity was interpolated from observed gravity values.
 AE1883
 AE1883;                    North         East    Units  Estimated Accuracy
 AE1883;SPC MN S     -   318,989.3     809,766.6     MT  (+/- 3 meters HH1 GPS) 
 AE1883
 AE1883                          SUPERSEDED SURVEY CONTROL
 AE1883
 AE1883.No superseded survey control is available for this station.
 AE1883
 AE1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3090780080(NAD 83)
 AE1883
 AE1883_MARKER: DV = VERTICAL CONTROL DISK
 AE1883_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1883_STAMPING: 1007 L 1979
 AE1883_MARK LOGO: MNHD  
 AE1883_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1883
 AE1883  HISTORY     - Date     Condition        Report By
 AE1883  HISTORY     - 1979     MONUMENTED       MNDT
 AE1883  HISTORY     - 1980     GOOD             MNDT
 AE1883  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE1883
 AE1883                          STATION DESCRIPTION
 AE1883
 AE1883'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1883'THE MARK IS LOCATED 5.95 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1883'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS NEAR HIGHWAY
 AE1883'25 MILE POINT 41.2 IN THE NE 1/4 OF SECTION 6, T117N, R25W.  THE MARK
 AE1883'IS 36 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 20, 35 FEET
 AE1883'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 25 AND 1 FOOT EAST OF A STEEL
 AE1883'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 AE1883'STAMPED---1007 L 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD
 AE1883'WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 AE1883'OF CONCRETE IN A 6 INCH DIAMETER HOLE AND BACKFILLED WITH THE TOP
 AE1883'FLUSH WITH THE SURFACE OF THE GROUND.
 AE1883
 AE1883                          STATION RECOVERY (2002)
 AE1883
 AE1883'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE1883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE1884 ***********************************************************************
 AE1884  DESIGNATION -  1007 M
 AE1884  PID         -  AE1884
 AE1884  STATE/COUNTY-  MN/CARVER
 AE1884  COUNTRY     -  US
 AE1884  USGS QUAD   -  MAYER (1981)
 AE1884
 AE1884                         *CURRENT SURVEY CONTROL
 AE1884  ______________________________________________________________________
 AE1884* NAD 83(1986) POSITION- 44 58 32.54   (N) 093 52 50.96   (W)   HD_HELD1  
 AE1884* NAVD 88 ORTHO HEIGHT -   288.810  (meters)     947.54  (feet) ADJUSTED  
 AE1884  ______________________________________________________________________
 AE1884  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 AE1884  DYNAMIC HEIGHT  -        288.789 (meters)      947.47  (feet) COMP
 AE1884  MODELED GRAVITY -    980,534.7   (mgal)                       NAVD 88
 AE1884
 AE1884  VERT ORDER      -  SECOND    CLASS I
 AE1884
 AE1884.The horizontal coordinates were established by differentially corrected
 AE1884.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE1884.
 AE1884.The orthometric height was determined by differential leveling and
 AE1884.adjusted in December 1997.
 AE1884
 AE1884.Photographs are available for this station.
 AE1884
 AE1884.The dynamic height is computed by dividing the NAVD 88
 AE1884.geopotential number by the normal gravity value computed on the
 AE1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE1884.degrees latitude (g = 980.6199 gals.).
 AE1884
 AE1884.The modeled gravity was interpolated from observed gravity values.
 AE1884
 AE1884;                    North         East    Units  Estimated Accuracy
 AE1884;SPC MN S     -   319,533.9     809,400.3     MT  (+/- 3 meters HH1 GPS) 
 AE1884
 AE1884                          SUPERSEDED SURVEY CONTROL
 AE1884
 AE1884.No superseded survey control is available for this station.
 AE1884
 AE1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3054880628(NAD 83)
 AE1884
 AE1884_MARKER: DV = VERTICAL CONTROL DISK
 AE1884_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE1884_STAMPING: 1007 M 1979
 AE1884_MARK LOGO: MNHD  
 AE1884_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE1884+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 AE1884
 AE1884  HISTORY     - Date     Condition        Report By
 AE1884  HISTORY     - 1979     MONUMENTED       MNDT
 AE1884  HISTORY     - 1980     GOOD             MNDT
 AE1884  HISTORY     - 20061124 GOOD             USPSQD
 AE1884
 AE1884                          STATION DESCRIPTION
 AE1884
 AE1884'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE1884'THE MARK IS LOCATED 6.35 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM ITS
 AE1884'JUNCTION WITH TRUNK HIGHWAY 7 SOUTH OF WATERTOWN AND IS NEAR HIGHWAY
 AE1884'25 MILE POINT 41.6 IN THE NW 1/4 OF SECTION 6, T117N, R25W.  THE MARK
 AE1884'IS ON A SMALL KNOB ON THE EDGE OF A LOW AREA ON THE INSIDE OF A CURVE
 AE1884'32 FEET WEST OF THE CENTERLINE OF HIGHWAY 25 AND 1 FOOT EAST OF A
 AE1884'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 AE1884'DISK STAMPED---1007 M 1979---, IS ON TOP OF AN 8 FOOT COPPER-CLAD
 AE1884'STEEL ROD WITH 4 INCHES OF STEEL POST BOLTED TO THE BOTTOM AND SET IN
 AE1884'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND BACKFILLED WITH THE
 AE1884'TOP FLUSH WITH THE SURFACE OF THE GROUND.
 AE1884
 AE1884                          STATION RECOVERY (2006)
 AE1884
 AE1884'RECOVERY NOTE BY US POWER SQUADRON 2006
 AE1884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1971 ***********************************************************************
 PP1971  HT_MOD      -  This is a Height Modernization Survey Station.
 PP1971  DESIGNATION -  1008 E
 PP1971  PID         -  PP1971
 PP1971  STATE/COUNTY-  MN/CARVER
 PP1971  COUNTRY     -  US
 PP1971  USGS QUAD   -  SHAKOPEE (1993)
 PP1971
 PP1971                         *CURRENT SURVEY CONTROL
 PP1971  ______________________________________________________________________
 PP1971* NAD 83(2007) POSITION- 44 48 24.65204(N) 093 36 02.92470(W)   ADJUSTED  
 PP1971* NAD 83(2007) ELLIP HT-   254.427 (meters)        (02/25/11)   ADJUSTED
 PP1971* NAD 83(2007) EPOCH   -  2002.00
 PP1971* NAVD 88 ORTHO HEIGHT -   281.17   (meters)     922.5   (feet) GPS OBS   
 PP1971  ______________________________________________________________________
 PP1971  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 PP1971  NAD 83(2007) X  -   -284,688.788 (meters)                     COMP
 PP1971  NAD 83(2007) Y  - -4,523,975.089 (meters)                     COMP
 PP1971  NAD 83(2007) Z  -  4,472,324.118 (meters)                     COMP
 PP1971  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC09
 PP1971  HORZ ORDER      -  FIRST
 PP1971  ELLP ORDER      -  SECOND    CLASS I
 PP1971
 PP1971.The horizontal coordinates were established by GPS observations
 PP1971.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1971
 PP1971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1971.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1971
 PP1971.The horizontal coordinates are valid at the epoch date displayed above
 PP1971.which is a decimal equivalence of Year/Month/Day.
 PP1971
 PP1971.The orthometric height was determined by GPS observations and a
 PP1971.high-resolution geoid model using precise GPS observation and
 PP1971.processing techniques. It supersedes the leveled height previously
 PP1971.determined for this station.
 PP1971
 PP1971.Photographs are available for this station.
 PP1971
 PP1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1971
 PP1971.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1971
 PP1971.The ellipsoidal height was determined by GPS observations
 PP1971.and is referenced to NAD 83.
 PP1971
 PP1971. The following values were computed from the NAD 83(2007) position.
 PP1971
 PP1971;                    North         East     Units Scale Factor Converg.
 PP1971;SPC MN S     -   300,840.032   831,578.107   MT  0.99993622   +0 16 47.3
 PP1971;SPC MN S     -   987,006.00  2,728,269.17   sFT  0.99993622   +0 16 47.3
 PP1971;UTM  15      - 4,961,669.557   452,487.957   MT  0.99962776   -0 25 24.3
 PP1971
 PP1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1971!SPC MN S     -   0.99996011  x   0.99993622  =   0.99989633
 PP1971!UTM  15      -   0.99996011  x   0.99962776  =   0.99958788
 PP1971
 PP1971|---------------------------------------------------------------------|
 PP1971| PID    Reference Object                     Distance      Geod. Az  |
 PP1971|                                                           dddmmss.s |
 PP1971| DM5806 CHAS                                366.086 METERS 10642     |
 PP1971| DM5824 WALL                                263.534 METERS 33507     |
 PP1971|---------------------------------------------------------------------|
 PP1971
 PP1971                          SUPERSEDED SURVEY CONTROL
 PP1971
 PP1971  NAVD 88 (11/23/99)  281.140  (m)          922.37   (f) ADJUSTED    2 1
 PP1971  NAVD 88 (06/15/91)  281.137  (m)          922.36   (f) SUPERSEDED  2 0
 PP1971  NGVD 29 (??/??/92)  281.097  (m)          922.23   (f) ADJ UNCH    2 0
 PP1971
 PP1971.Superseded values are not recommended for survey control.
 PP1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1971.See file dsdata.txt to determine how the superseded data were derived.
 PP1971
 PP1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5248761669(NAD 83)
 PP1971
 PP1971_MARKER: DB = BENCH MARK DISK
 PP1971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1971_SP_SET: CONCRETE FOOTING
 PP1971_STAMPING: 1008 E 1970
 PP1971_MARK LOGO: MNHD  
 PP1971_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1971+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 PP1971
 PP1971  HISTORY     - Date     Condition        Report By
 PP1971  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1971  HISTORY     - 19920727 GOOD             MNDT
 PP1971  HISTORY     - 20080616 GOOD             MNDT
 PP1971  HISTORY     - 20101012 GOOD             WOOLPT
 PP1971
 PP1971                          STATION DESCRIPTION
 PP1971
 PP1971'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1971'IN CHASKA.
 PP1971'MARK IS LOCATED IN THE VILLAGE OF CHASKA, 1.2 MILES NORTH ALONG T.H.
 PP1971'41 FROM THE JUNCTION OF T.H. 212, NEAR THE SOUTHWEST ENTRANCE TO
 PP1971'CHASKA SENIOR HIGH SCHOOL, IN THE SOUTHEAST CORNER OF THE CONCRETE
 PP1971'FLAG POLE BASE.  SW 1/4 SECTION 33, T 116N, R 23W.
 PP1971
 PP1971                          STATION RECOVERY (1992)
 PP1971
 PP1971'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1971'RECOVERED AS DESCRIBED.
 PP1971
 PP1971                          STATION RECOVERY (2008)
 PP1971
 PP1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 PP1971'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1971'THE MARK IS IN CHASKA, 1.2 MILES NORTH ON TRUNK HIGHWAY 41 FROM
 PP1971'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 41, 0.12 MILE
 PP1971'NORTHEAST OF CENTER OF JUNCTION TRUNK HIGHWAY 41 AND ENGLER BOULEVARD,
 PP1971'NEAR SOUTHWEST ENTRANCE OF CHASKA MIDDLE SCHOOL, IN SOUTHEAST CORNER
 PP1971'OF CONCRETE BASE OF FLAGPOLE.
 PP1971
 PP1971                          STATION RECOVERY (2010)
 PP1971
 PP1971'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PP1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6486 ***********************************************************************
 AE6486  DESIGNATION -  1008 H
 AE6486  PID         -  AE6486
 AE6486  STATE/COUNTY-  MN/CARVER
 AE6486  COUNTRY     -  US
 AE6486  USGS QUAD   -  SHAKOPEE (1993)
 AE6486
 AE6486                         *CURRENT SURVEY CONTROL
 AE6486  ______________________________________________________________________
 AE6486* NAD 83(1986) POSITION- 44 50 41.     (N) 093 35 52.     (W)   SCALED    
 AE6486* NAVD 88 ORTHO HEIGHT -   287.806  (meters)     944.24  (feet) ADJUSTED  
 AE6486  ______________________________________________________________________
 AE6486  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 AE6486  DYNAMIC HEIGHT  -        287.803 (meters)      944.23  (feet) COMP
 AE6486  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 AE6486
 AE6486  VERT ORDER      -  SECOND    CLASS II
 AE6486
 AE6486.The horizontal coordinates were scaled from a topographic map and have
 AE6486.an estimated accuracy of +/- 6 seconds.
 AE6486.
 AE6486.The orthometric height was determined by differential leveling and
 AE6486.adjusted in November 1999.
 AE6486
 AE6486.The dynamic height is computed by dividing the NAVD 88
 AE6486.geopotential number by the normal gravity value computed on the
 AE6486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6486.degrees latitude (g = 980.6199 gals.).
 AE6486
 AE6486.The modeled gravity was interpolated from observed gravity values.
 AE6486
 AE6486;                    North         East    Units  Estimated Accuracy
 AE6486;SPC MN S     -   305,050.      831,800.      MT  (+/- 180 meters Scaled)
 AE6486
 AE6486                          SUPERSEDED SURVEY CONTROL
 AE6486
 AE6486.No superseded survey control is available for this station.
 AE6486
 AE6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK527658(NAD 83)
 AE6486
 AE6486_MARKER: DB = BENCH MARK DISK
 AE6486_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6486+WITH SETTING: INTO GROUND
 AE6486_STAMPING: 1008 H 1979
 AE6486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6486
 AE6486  HISTORY     - Date     Condition        Report By
 AE6486  HISTORY     - 1979     MONUMENTED       MNDT
 AE6486  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE6486
 AE6486                          STATION DESCRIPTION
 AE6486
 AE6486'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6486'THE MARK IS LOCATED IN THE TOWN OF CHASKA 3.8 MILES NORTH OF THE ALONG
 AE6486'TRUNK HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212, 1.35 MILES
 AE6486'SOUTH ALONG HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 AND IS
 AE6486'IN THE NW 1/4 OF SECTION 21, T116N, R23W.  THE MARK IS 31 FEET WEST OF
 AE6486'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 41 AT MILEPOINT 5.8, IS
 AE6486'23 FEET NORTH OF A HYDRANT, 21 FEET SOUTH OF AN ENTRANCE TO THE WEST
 AE6486'AND 1 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE6486'VERTICAL CONTROL MONUMENT DISK STAMPED---1008 H 1979---, IS FASTENED
 AE6486'TO THE TOP OF A 8 FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4
 AE6486'INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 AE6486'CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE6486
 AE6486                          STATION RECOVERY (2002)
 AE6486
 AE6486'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5176 ***********************************************************************
 AE5176  DESIGNATION -  1008 J
 AE5176  PID         -  AE5176
 AE5176  STATE/COUNTY-  MN/CARVER
 AE5176  COUNTRY     -  US
 AE5176  USGS QUAD   -  EXCELSIOR (1997)
 AE5176
 AE5176                         *CURRENT SURVEY CONTROL
 AE5176  ______________________________________________________________________
 AE5176* NAD 83(1986) POSITION- 44 53 09.49   (N) 093 34 57.84   (W)   HD_HELD1  
 AE5176* NAVD 88 ORTHO HEIGHT -   307.338  (meters)    1008.32  (feet) ADJUSTED  
 AE5176  ______________________________________________________________________
 AE5176  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 AE5176  DYNAMIC HEIGHT  -        307.334 (meters)     1008.31  (feet) COMP
 AE5176  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 AE5176
 AE5176  VERT ORDER      -  SECOND    CLASS I
 AE5176
 AE5176.The horizontal coordinates were established by differentially corrected
 AE5176.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5176.
 AE5176.The orthometric height was determined by differential leveling and
 AE5176.adjusted in November 1999.
 AE5176
 AE5176.Photographs are available for this station.
 AE5176
 AE5176.The dynamic height is computed by dividing the NAVD 88
 AE5176.geopotential number by the normal gravity value computed on the
 AE5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5176.degrees latitude (g = 980.6199 gals.).
 AE5176
 AE5176.The modeled gravity was interpolated from observed gravity values.
 AE5176
 AE5176;                    North         East    Units  Estimated Accuracy
 AE5176;SPC MN S     -   309,639.2     832,963.4     MT  (+/- 3 meters HH1 GPS) 
 AE5176
 AE5176                          SUPERSEDED SURVEY CONTROL
 AE5176
 AE5176.No superseded survey control is available for this station.
 AE5176
 AE5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5398070448(NAD 83)
 AE5176
 AE5176_MARKER: DV = VERTICAL CONTROL DISK
 AE5176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5176_STAMPING: 1008 J 1979
 AE5176_MARK LOGO: MNDT  
 AE5176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5176
 AE5176  HISTORY     - Date     Condition        Report By
 AE5176  HISTORY     - 1979     MONUMENTED       MNDT
 AE5176  HISTORY     - 1979     GOOD             MNDT
 AE5176  HISTORY     - 19920727 GOOD             MNDT
 AE5176  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5176
 AE5176                          STATION DESCRIPTION
 AE5176
 AE5176'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5176'RECOVERED AS DESCRIBED.
 AE5176
 AE5176                          STATION RECOVERY (1992)
 AE5176
 AE5176'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE5176'RECOVERED IN GOOD CONDITION. ABOUT 0.5 MI (0.8 KM) SOUTH OF EXCELSIOR,
 AE5176'0.5 MI (0.8 KM) SOUTH OF JUNCTION OF TH 7 AND TH 41, IN NW QUADRANT OF
 AE5176'JUNCTION OF TH 41 AND CHES-MAR DRIVE, 65 FEET (19.8 M) WEST OF TH 41,
 AE5176'48 FEET (14.6 M) NORTH OF CHES-MAR DRIVE, 5 FEET (1.5 M) NORTH OF
 AE5176'P-POLE, AND 11.5 FEET (3.5 M) EAST OF WITNESS POST. THE MARK IS A
 AE5176'STANDARD VCM DISK ON TOP OF A 8 FOOT (2.4 M) LONG COPPER CLAD STEEL
 AE5176'ROD WITH A 4 INCH SIGN POST BOLTED TO THE BOTTOM AND IN 8 INCHES OF
 AE5176'CONCRETE. SET 46 M FLUSH.
 AE5176
 AE5176                          STATION RECOVERY (2002)
 AE5176
 AE5176'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5170 ***********************************************************************
 AE5170  DESIGNATION -  1008 K
 AE5170  PID         -  AE5170
 AE5170  STATE/COUNTY-  MN/CARVER
 AE5170  COUNTRY     -  US
 AE5170  USGS QUAD   -  SHAKOPEE (1993)
 AE5170
 AE5170                         *CURRENT SURVEY CONTROL
 AE5170  ______________________________________________________________________
 AE5170* NAD 83(1986) POSITION- 44 49 14.07   (N) 093 36 08.14   (W)   HD_HELD1  
 AE5170* NAVD 88 ORTHO HEIGHT -   284.810  (meters)     934.41  (feet) ADJUSTED  
 AE5170  ______________________________________________________________________
 AE5170  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 AE5170  DYNAMIC HEIGHT  -        284.807 (meters)      934.40  (feet) COMP
 AE5170  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 AE5170
 AE5170  VERT ORDER      -  SECOND    CLASS I
 AE5170
 AE5170.The horizontal coordinates were established by differentially corrected
 AE5170.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5170.
 AE5170.The orthometric height was determined by differential leveling and
 AE5170.adjusted in November 1999.
 AE5170
 AE5170.Photographs are available for this station.
 AE5170
 AE5170.The dynamic height is computed by dividing the NAVD 88
 AE5170.geopotential number by the normal gravity value computed on the
 AE5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5170.degrees latitude (g = 980.6199 gals.).
 AE5170
 AE5170.The modeled gravity was interpolated from observed gravity values.
 AE5170
 AE5170;                    North         East    Units  Estimated Accuracy
 AE5170;SPC MN S     -   302,364.8     831,456.1     MT  (+/- 3 meters HH1 GPS) 
 AE5170
 AE5170                          SUPERSEDED SURVEY CONTROL
 AE5170
 AE5170.No superseded survey control is available for this station.
 AE5170
 AE5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5238463195(NAD 83)
 AE5170
 AE5170_MARKER: DV = VERTICAL CONTROL DISK
 AE5170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5170_STAMPING: 1008 K 1992
 AE5170_MARK LOGO: MNDT  
 AE5170_PROJECTION: FLUSH
 AE5170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5170+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 AE5170_ROD/PIPE-DEPTH:  5.5 meters
 AE5170
 AE5170  HISTORY     - Date     Condition        Report By
 AE5170  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5170  HISTORY     - 20021016 GOOD             USPSQD
 AE5170  HISTORY     - 20080616 GOOD             MNDT
 AE5170
 AE5170                          STATION DESCRIPTION
 AE5170
 AE5170'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5170'2.5 MI (4.0 KM) NORTH OF CHASKA, 2.9 MI (4.7 KM) SOUTH ALONG TH 41
 AE5170'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 4.2, 74.0 FT (22.6 M) EAST
 AE5170'OF TH 41, 48.5 FT (14.8 M) SE OF A GUY POLE, 15.7 FT (4.8 M) SOUTH OF
 AE5170'AN ENT, 3.4 FT (1.0 M) SW OF A P-POLE, 3.0 FT (0.9 M) WEST OF A WIT
 AE5170'POST.
 AE5170
 AE5170                          STATION RECOVERY (2002)
 AE5170
 AE5170'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5170'MARK IN PVC PIPE
 AE5170
 AE5170                          STATION RECOVERY (2008)
 AE5170
 AE5170'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5170'THE STATION IS LOCATED 2.5 MI (4.0 KM) NORTH OF CHASKA.
 AE5170' 
 AE5170'TO REACH THE MARK GO 2.17 MI (3.5 KM) NORTH ON TRUNK HIGHWAY 41 FROM
 AE5170'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA, AT
 AE5170'TRUNK HIGHWAY 41 MILE POINT 4.2, 2.9 MI (4.7 KM) SOUTH OF THE JUNCTION
 AE5170'TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5.
 AE5170' 
 AE5170'IT IS 74.0 FT (22.6 M) EAST OF TRUNK HIGHWAY 41, 48.5 FT (14.8 M)
 AE5170'SOUTHEAST OF GUY POLE, 3.4 FT (1.0 M) SOUTHWEST OF POWER POLE, 2.8 FT
 AE5170'(0.9 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5171 ***********************************************************************
 AE5171  DESIGNATION -  1008 L
 AE5171  PID         -  AE5171
 AE5171  STATE/COUNTY-  MN/CARVER
 AE5171  COUNTRY     -  US
 AE5171  USGS QUAD   -  SHAKOPEE (1993)
 AE5171
 AE5171                         *CURRENT SURVEY CONTROL
 AE5171  ______________________________________________________________________
 AE5171* NAD 83(1986) POSITION- 44 49 44.     (N) 093 36 09.     (W)   SCALED    
 AE5171* NAVD 88 ORTHO HEIGHT -   284.702  (meters)     934.06  (feet) ADJUSTED  
 AE5171  ______________________________________________________________________
 AE5171  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 AE5171  DYNAMIC HEIGHT  -        284.699 (meters)      934.05  (feet) COMP
 AE5171  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 AE5171
 AE5171  VERT ORDER      -  SECOND    CLASS I
 AE5171
 AE5171.The horizontal coordinates were scaled from a topographic map and have
 AE5171.an estimated accuracy of +/- 6 seconds.
 AE5171.
 AE5171.The orthometric height was determined by differential leveling and
 AE5171.adjusted in November 1999.
 AE5171
 AE5171.The dynamic height is computed by dividing the NAVD 88
 AE5171.geopotential number by the normal gravity value computed on the
 AE5171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5171.degrees latitude (g = 980.6199 gals.).
 AE5171
 AE5171.The modeled gravity was interpolated from observed gravity values.
 AE5171
 AE5171;                    North         East    Units  Estimated Accuracy
 AE5171;SPC MN S     -   303,290.      831,430.      MT  (+/- 180 meters Scaled)
 AE5171
 AE5171                          SUPERSEDED SURVEY CONTROL
 AE5171
 AE5171.No superseded survey control is available for this station.
 AE5171
 AE5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK523641(NAD 83)
 AE5171
 AE5171_MARKER: DV = VERTICAL CONTROL DISK
 AE5171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5171_STAMPING: 1008 L 1992
 AE5171_MARK LOGO: MNDT  
 AE5171_PROJECTION: RECESSED 5 CENTIMETERS
 AE5171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5171+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5171_ROD/PIPE-DEPTH:  7.0 meters
 AE5171
 AE5171  HISTORY     - Date     Condition        Report By
 AE5171  HISTORY     - 1992     MONUMENTED       MNDT
 AE5171  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 AE5171
 AE5171                          STATION DESCRIPTION
 AE5171
 AE5171'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5171'3.0 MI (4.8 KM) NORTH OF CHASKA, 2.4 MI (3.9 KM) SOUTH ALONG TH 41
 AE5171'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 4.7, 73.0 FT (22.3 M) WEST
 AE5171'OF TH 41, IN THE MEDIAN BETWEEN EB AND WB JONATHAN BLVD, 18.0 FT (5.5
 AE5171'M) NORTH OF EB JONATHAN BLVD SOUTH, 52.3 FT (15.9 M) SSW OF A P-POLE,
 AE5171'3.1 FT (0.9 M) EAST OF A LIGHT POLE.
 AE5171
 AE5171                          STATION RECOVERY (2002)
 AE5171
 AE5171'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5171'NEW CONSTRUCTION AT MARKER SITE, NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5172 ***********************************************************************
 AE5172  DESIGNATION -  1008 M
 AE5172  PID         -  AE5172
 AE5172  STATE/COUNTY-  MN/CARVER
 AE5172  COUNTRY     -  US
 AE5172  USGS QUAD   -  SHAKOPEE (1993)
 AE5172
 AE5172                         *CURRENT SURVEY CONTROL
 AE5172  ______________________________________________________________________
 AE5172* NAD 83(1986) POSITION- 44 50 12.72   (N) 093 36 06.69   (W)   HD_HELD1  
 AE5172* NAVD 88 ORTHO HEIGHT -   294.598  (meters)     966.53  (feet) ADJUSTED  
 AE5172  ______________________________________________________________________
 AE5172  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 AE5172  DYNAMIC HEIGHT  -        294.595 (meters)      966.52  (feet) COMP
 AE5172  MODELED GRAVITY -    980,597.2   (mgal)                       NAVD 88
 AE5172
 AE5172  VERT ORDER      -  SECOND    CLASS I
 AE5172
 AE5172.The horizontal coordinates were established by differentially corrected
 AE5172.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5172.
 AE5172.The orthometric height was determined by differential leveling and
 AE5172.adjusted in November 1999.
 AE5172
 AE5172.Photographs are available for this station.
 AE5172
 AE5172.The dynamic height is computed by dividing the NAVD 88
 AE5172.geopotential number by the normal gravity value computed on the
 AE5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5172.degrees latitude (g = 980.6199 gals.).
 AE5172
 AE5172.The modeled gravity was interpolated from observed gravity values.
 AE5172
 AE5172;                    North         East    Units  Estimated Accuracy
 AE5172;SPC MN S     -   304,175.3     831,479.1     MT  (+/- 3 meters HH1 GPS) 
 AE5172
 AE5172                          SUPERSEDED SURVEY CONTROL
 AE5172
 AE5172.No superseded survey control is available for this station.
 AE5172
 AE5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5242965004(NAD 83)
 AE5172
 AE5172_MARKER: DV = VERTICAL CONTROL DISK
 AE5172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5172_SP_SET: BRIDGE ABUTMENT
 AE5172_STAMPING: 1008 M 1992
 AE5172_MARK LOGO: MNDT  
 AE5172_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5172+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 AE5172
 AE5172  HISTORY     - Date     Condition        Report By
 AE5172  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5172  HISTORY     - 20021016 GOOD             USPSQD
 AE5172  HISTORY     - 20080616 GOOD             MNDT
 AE5172
 AE5172                          STATION DESCRIPTION
 AE5172
 AE5172'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5172'3.5 MI (5.6 KM) NORTH OF CHASKA, 1.8 MI (2.9 KM) SOUTH ALONG TH 41
 AE5172'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 5.3, 18.0 FT (5.5 M) EAST
 AE5172'OF TH 41, IN THE ABUT AT THE SE COR OF BRDG 10008.
 AE5172
 AE5172                          STATION RECOVERY (2002)
 AE5172
 AE5172'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5172'RECOVERED IN GOOD CONDITION.
 AE5172
 AE5172                          STATION RECOVERY (2008)
 AE5172
 AE5172'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5172'THE STATION IS LOCATED 3.5 MI (5.6 KM) NORTH OF CHASKA.
 AE5172' 
 AE5172'TO REACH THE MARK GO 3.3 MI (5.3 KM) NORTH ON TRUNK HIGHWAY 41 FROM
 AE5172'THE JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 212 IN CHASKA, AT
 AE5172'TRUNK HIGHWAY 41 MILE POINT 5.3, 1.8 MI (2.9 KM) SOUTH OF THE JUNCTION
 AE5172'TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5.
 AE5172' 
 AE5172'IT IS 18.0 FT (5.5 M) EAST OF TRUNK HIGHWAY 41, IN ABUTMENT AT
 AE5172'SOUTHEAST CORNER OF TRUNK HIGHWAY 41 BRIDGE 10006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5174 ***********************************************************************
 AE5174  DESIGNATION -  1008 N
 AE5174  PID         -  AE5174
 AE5174  STATE/COUNTY-  MN/CARVER
 AE5174  COUNTRY     -  US
 AE5174  USGS QUAD   -  SHAKOPEE (1993)
 AE5174
 AE5174                         *CURRENT SURVEY CONTROL
 AE5174  ______________________________________________________________________
 AE5174* NAD 83(1986) POSITION- 44 50 58.     (N) 093 35 49.     (W)   SCALED    
 AE5174* NAVD 88 ORTHO HEIGHT -   298.682  (meters)     979.93  (feet) ADJUSTED  
 AE5174  ______________________________________________________________________
 AE5174  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 AE5174  DYNAMIC HEIGHT  -        298.678 (meters)      979.91  (feet) COMP
 AE5174  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 AE5174
 AE5174  VERT ORDER      -  SECOND    CLASS I
 AE5174
 AE5174.The horizontal coordinates were scaled from a topographic map and have
 AE5174.an estimated accuracy of +/- 6 seconds.
 AE5174.
 AE5174.The orthometric height was determined by differential leveling and
 AE5174.adjusted in November 1999.
 AE5174
 AE5174.The dynamic height is computed by dividing the NAVD 88
 AE5174.geopotential number by the normal gravity value computed on the
 AE5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5174.degrees latitude (g = 980.6199 gals.).
 AE5174
 AE5174.The modeled gravity was interpolated from observed gravity values.
 AE5174
 AE5174;                    North         East    Units  Estimated Accuracy
 AE5174;SPC MN S     -   305,580.      831,860.      MT  (+/- 180 meters Scaled)
 AE5174
 AE5174                          SUPERSEDED SURVEY CONTROL
 AE5174
 AE5174.No superseded survey control is available for this station.
 AE5174
 AE5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK528663(NAD 83)
 AE5174
 AE5174_MARKER: DV = VERTICAL CONTROL DISK
 AE5174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5174_STAMPING: 1008 N 1992
 AE5174_MARK LOGO: MNDT  
 AE5174_PROJECTION: FLUSH
 AE5174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5174+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE5174_ROD/PIPE-DEPTH:  8.5 meters
 AE5174
 AE5174  HISTORY     - Date     Condition        Report By
 AE5174  HISTORY     - 1992     MONUMENTED       MNDT
 AE5174  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5174
 AE5174                          STATION DESCRIPTION
 AE5174
 AE5174'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5174'3.25 MI (5.23 KM) WSW OF CHANHASSEN, 0.9 MI (1.4 KM) SOUTH ALONG TH 41
 AE5174'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 6.2, 83.0 FT (25.3 M) EAST
 AE5174'OF TH 41, 94.5 FT (28.8 M) NORTH OF CO RD 18, 46.0 FT (14.0 M) NORTH
 AE5174'OF A HIGH TENSION POLE, 2.2 FT (0.7 M) NW OF THE NW COR OF A CONCRETE
 AE5174'SIGN FOR ARBOR PARK, 2.0 FT (0.6 M) SW OF A WIT POST.
 AE5174
 AE5174                          STATION RECOVERY (2002)
 AE5174
 AE5174'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5174'A BUILDING IS ON THE SITE WHERE THE MARKER SHOULD BE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5181 ***********************************************************************
 AE5181  DESIGNATION -  1008 Q
 AE5181  PID         -  AE5181
 AE5181  STATE/COUNTY-  MN/CARVER
 AE5181  COUNTRY     -  US
 AE5181  USGS QUAD   -  EXCELSIOR (1997)
 AE5181
 AE5181                         *CURRENT SURVEY CONTROL
 AE5181  ______________________________________________________________________
 AE5181* NAD 83(2007) POSITION- 44 52 49.98617(N) 093 35 09.03403(W)   ADJUSTED  
 AE5181* NAD 83(2007) ELLIP HT-   288.620 (meters)        (02/25/11)   ADJUSTED
 AE5181* NAD 83(2007) EPOCH   -  2002.00
 AE5181* NAVD 88 ORTHO HEIGHT -   315.362  (meters)    1034.65  (feet) ADJUSTED  
 AE5181  ______________________________________________________________________
 AE5181  NAD 83(2007) X  -   -283,147.061 (meters)                     COMP
 AE5181  NAD 83(2007) Y  - -4,518,308.750 (meters)                     COMP
 AE5181  NAD 83(2007) Z  -  4,478,155.900 (meters)                     COMP
 AE5181  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC09
 AE5181  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 AE5181  DYNAMIC HEIGHT  -        315.358 (meters)     1034.64  (feet) COMP
 AE5181  MODELED GRAVITY -    980,592.1   (mgal)                       NAVD 88
 AE5181
 AE5181  HORZ ORDER      -  FIRST
 AE5181  VERT ORDER      -  SECOND    CLASS I
 AE5181  ELLP ORDER      -  SECOND    CLASS I
 AE5181
 AE5181.The horizontal coordinates were established by GPS observations
 AE5181.and adjusted by the MN DEPT OF TRANSP in February 2011.
 AE5181
 AE5181.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE5181.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE5181
 AE5181.The horizontal coordinates are valid at the epoch date displayed above
 AE5181.which is a decimal equivalence of Year/Month/Day.
 AE5181
 AE5181.The orthometric height was determined by differential leveling and
 AE5181.adjusted in November 1999.
 AE5181
 AE5181.No vertical observational check was made to the station.
 AE5181
 AE5181.Photographs are available for this station.
 AE5181
 AE5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5181
 AE5181.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE5181
 AE5181.The ellipsoidal height was determined by GPS observations
 AE5181.and is referenced to NAD 83.
 AE5181
 AE5181.The dynamic height is computed by dividing the NAVD 88
 AE5181.geopotential number by the normal gravity value computed on the
 AE5181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5181.degrees latitude (g = 980.6199 gals.).
 AE5181
 AE5181.The modeled gravity was interpolated from observed gravity values.
 AE5181
 AE5181. The following values were computed from the NAD 83(2007) position.
 AE5181
 AE5181;                    North         East     Units Scale Factor Converg.
 AE5181;SPC MN S     -   309,035.949   832,720.788   MT  0.99994390   +0 17 25.1
 AE5181;SPC MN S     - 1,013,895.44  2,732,018.12   sFT  0.99994390   +0 17 25.1
 AE5181;UTM  15      - 4,969,848.268   453,730.786   MT  0.99962632   -0 24 48.2
 AE5181
 AE5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5181!SPC MN S     -   0.99995475  x   0.99994390  =   0.99989865
 AE5181!UTM  15      -   0.99995475  x   0.99962632  =   0.99958109
 AE5181
 AE5181                          SUPERSEDED SURVEY CONTROL
 AE5181
 AE5181  NAVD 88 (02/25/11)  315.36   (m)         1034.6    (f) LEVELING    3  
 AE5181
 AE5181.Superseded values are not recommended for survey control.
 AE5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5181.See file dsdata.txt to determine how the superseded data were derived.
 AE5181
 AE5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5373069848(NAD 83)
 AE5181
 AE5181_MARKER: DV = VERTICAL CONTROL DISK
 AE5181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5181_STAMPING: 1008 Q 1992
 AE5181_MARK LOGO: MNDT  
 AE5181_PROJECTION: RECESSED 5 CENTIMETERS
 AE5181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5181+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2008
 AE5181_ROD/PIPE-DEPTH:  5.5 meters
 AE5181
 AE5181  HISTORY     - Date     Condition        Report By
 AE5181  HISTORY     - 19920727 MONUMENTED       MNDT
 AE5181  HISTORY     - 20021010 GOOD             USPSQD
 AE5181  HISTORY     - 20060408 GOOD             USPSQD
 AE5181  HISTORY     - 20080616 GOOD             MNDT
 AE5181
 AE5181                          STATION DESCRIPTION
 AE5181
 AE5181'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5181'2.0 MI (3.2 KM) SSW OF EXCELSIOR, 1.45 MI (2.33 KM) NORTH ALONG TH 41
 AE5181'FROM THE JCT OF TH 41 AND TH 5, AT TH 41 MP 8.55, 108.5 FT (33.1 M)
 AE5181'WNW OF TH 41, 9.1 FT (2.8 M) EAST OF THE EAST LEG OF THE LAKE
 AE5181'MINNEWASHTA REGIONAL PARK SIGN, 9.1 FT (2.8 M) EAST OF A WIT POST.
 AE5181
 AE5181                          STATION RECOVERY (2002)
 AE5181
 AE5181'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5181'MARKER SET IN PVC PIPE
 AE5181
 AE5181                          STATION RECOVERY (2006)
 AE5181
 AE5181'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 AE5181'RECOVERED IN GOOD CONDITION.
 AE5181
 AE5181                          STATION RECOVERY (2008)
 AE5181
 AE5181'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE5181'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE5181'THE MARK IS 2.0 MILES SOUTH-SOUTHWEST OF EXCELSIOR, 0.78 MILE
 AE5181'SOUTH-SOUTHWEST ON TRUNK HIGHWAY 41 FROM JUNCTION OF TRUNK HIGHWAY 41
 AE5181'AND TRUNK HIGHWAY 7 IN EXCELSIOR, AT TRUNK HIGHWAY 41 MILEPOINT 8.55,
 AE5181'1.45 MILES NORTH OF JUNCTION TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5,
 AE5181'108.5 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 41, 9.1 FEET EAST OF EAST
 AE5181'LEG OF LAKE MINNEWASHTA REGIONAL PARK SIGN, 9.1 FEET EAST OF WITNESS
 AE5181'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5793 ***********************************************************************
 DM5793  DESIGNATION -  1008 U
 DM5793  PID         -  DM5793
 DM5793  STATE/COUNTY-  MN/CARVER
 DM5793  COUNTRY     -  US
 DM5793  USGS QUAD   -  SHAKOPEE (1993)
 DM5793
 DM5793                         *CURRENT SURVEY CONTROL
 DM5793  ______________________________________________________________________
 DM5793* NAD 83(2007) POSITION- 44 50 57.25833(N) 093 35 50.31005(W)   ADJUSTED  
 DM5793* NAD 83(2007) ELLIP HT-   269.562 (meters)        (02/25/11)   ADJUSTED
 DM5793* NAD 83(2007) EPOCH   -  2002.00
 DM5793* NAVD 88 ORTHO HEIGHT -   296.29   (meters)     972.1   (feet) LEVELING  
 DM5793  ______________________________________________________________________
 DM5793  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DM5793  NAD 83(2007) X  -   -284,204.404 (meters)                     COMP
 DM5793  NAD 83(2007) Y  - -4,520,688.582 (meters)                     COMP
 DM5793  NAD 83(2007) Z  -  4,475,675.949 (meters)                     COMP
 DM5793  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC09
 DM5793  HORZ ORDER      -  FIRST
 DM5793  VERT ORDER      -  THIRD ?
 DM5793  ELLP ORDER      -  SECOND    CLASS I
 DM5793
 DM5793.The horizontal coordinates were established by GPS observations
 DM5793.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5793
 DM5793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5793.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5793
 DM5793.The horizontal coordinates are valid at the epoch date displayed above
 DM5793.which is a decimal equivalence of Year/Month/Day.
 DM5793
 DM5793.The orthometric height was determined by differential leveling.
 DM5793.The vertical network tie was performed by a horz. field party for horz.
 DM5793.obs reductions. Reset procedures were used to establish the elevation.
 DM5793
 DM5793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5793
 DM5793.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5793
 DM5793.The ellipsoidal height was determined by GPS observations
 DM5793.and is referenced to NAD 83.
 DM5793
 DM5793. The following values were computed from the NAD 83(2007) position.
 DM5793
 DM5793;                    North         East     Units Scale Factor Converg.
 DM5793;SPC MN S     -   305,551.848   831,832.092   MT  0.99994043   +0 16 56.1
 DM5793;SPC MN S     - 1,002,464.69  2,729,102.46   sFT  0.99994043   +0 16 56.1
 DM5793;UTM  15      - 4,966,376.438   452,799.667   MT  0.99962739   -0 25 16.5
 DM5793
 DM5793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5793!SPC MN S     -   0.99995774  x   0.99994043  =   0.99989817
 DM5793!UTM  15      -   0.99995774  x   0.99962739  =   0.99958514
 DM5793
 DM5793                          SUPERSEDED SURVEY CONTROL
 DM5793
 DM5793.No superseded survey control is available for this station.
 DM5793
 DM5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5279966376(NAD 83)
 DM5793
 DM5793_MARKER: I = METAL ROD
 DM5793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5793_STAMPING: 1008 U 2008
 DM5793_MARK LOGO: MNDT  
 DM5793_PROJECTION: RECESSED 5 CENTIMETERS
 DM5793_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5793+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DM5793_ROD/PIPE-DEPTH:  9.1 meters
 DM5793
 DM5793  HISTORY     - Date     Condition        Report By
 DM5793  HISTORY     - 20080515 MONUMENTED       MNDT
 DM5793
 DM5793                          STATION DESCRIPTION
 DM5793
 DM5793'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5793'THE MARK IS IN CHASKA, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 41 FROM THE
 DM5793'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 5 IN CHANHASSEN, AT
 DM5793'TRUNK HIGHWAY 41 MILEPOINT 6.2, 84.6 FEET WEST OF TRUNK HIGHWAY 41,
 DM5793'60.5 FEET NORTH OF LYMAN BOULEVARD, 26.7 FEET NORTHWEST OF A SIGNAL
 DM5793'POLE, 1.2 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6896 ***********************************************************************
 AE6896  HT_MOD      -  This is a Height Modernization Survey Station.
 AE6896  DESIGNATION -  1009 A
 AE6896  PID         -  AE6896
 AE6896  STATE/COUNTY-  MN/CARVER
 AE6896  COUNTRY     -  US
 AE6896  USGS QUAD   -  SHAKOPEE (1993)
 AE6896
 AE6896                         *CURRENT SURVEY CONTROL
 AE6896  ______________________________________________________________________
 AE6896* NAD 83(2007) POSITION- 44 49 01.25421(N) 093 32 14.84798(W)   ADJUSTED  
 AE6896* NAD 83(2007) ELLIP HT-   250.956 (meters)        (02/25/11)   ADJUSTED
 AE6896* NAD 83(2007) EPOCH   -  2002.00
 AE6896* NAVD 88 ORTHO HEIGHT -   277.73   (meters)     911.2   (feet) GPS OBS   
 AE6896  ______________________________________________________________________
 AE6896  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AE6896  NAD 83(2007) X  -   -279,636.956 (meters)                     COMP
 AE6896  NAD 83(2007) Y  - -4,523,489.833 (meters)                     COMP
 AE6896  NAD 83(2007) Z  -  4,473,123.260 (meters)                     COMP
 AE6896  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC09
 AE6896  HORZ ORDER      -  FIRST
 AE6896  ELLP ORDER      -  SECOND    CLASS I
 AE6896
 AE6896.The horizontal coordinates were established by GPS observations
 AE6896.and adjusted by the MN DEPT OF TRANSP in February 2011.
 AE6896
 AE6896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE6896.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE6896
 AE6896.The horizontal coordinates are valid at the epoch date displayed above
 AE6896.which is a decimal equivalence of Year/Month/Day.
 AE6896
 AE6896.The orthometric height was determined by GPS observations and a
 AE6896.high-resolution geoid model using precise GPS observation and
 AE6896.processing techniques. It supersedes the leveled height previously
 AE6896.determined for this station.
 AE6896
 AE6896.Photographs are available for this station.
 AE6896
 AE6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6896
 AE6896.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE6896
 AE6896.The ellipsoidal height was determined by GPS observations
 AE6896.and is referenced to NAD 83.
 AE6896
 AE6896. The following values were computed from the NAD 83(2007) position.
 AE6896
 AE6896;                    North         East     Units Scale Factor Converg.
 AE6896;SPC MN S     -   301,996.228   836,583.392   MT  0.99993718   +0 19 27.2
 AE6896;SPC MN S     -   990,799.29  2,744,690.68   sFT  0.99993718   +0 19 27.2
 AE6896;UTM  15      - 4,962,763.903   457,505.489   MT  0.99962220   -0 22 43.8
 AE6896
 AE6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6896!SPC MN S     -   0.99996065  x   0.99993718  =   0.99989784
 AE6896!UTM  15      -   0.99996065  x   0.99962220  =   0.99958287
 AE6896
 AE6896                          SUPERSEDED SURVEY CONTROL
 AE6896
 AE6896  NAVD 88 (11/23/99)  277.704  (m)          911.10   (f) ADJUSTED    2 2
 AE6896
 AE6896.Superseded values are not recommended for survey control.
 AE6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6896.See file dsdata.txt to determine how the superseded data were derived.
 AE6896
 AE6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5750562763(NAD 83)
 AE6896
 AE6896_MARKER: DV = VERTICAL CONTROL DISK
 AE6896_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6896_STAMPING: 1009 A 1979
 AE6896_MARK LOGO: MNHD  
 AE6896_PROJECTION: RECESSED 5 CENTIMETERS
 AE6896_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6896+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 AE6896
 AE6896  HISTORY     - Date     Condition        Report By
 AE6896  HISTORY     - 19790401 MONUMENTED       MNHD
 AE6896  HISTORY     - 20080701 GOOD             MNDT
 AE6896
 AE6896                          STATION DESCRIPTION
 AE6896
 AE6896'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AE6896'THE MARK IS LOCATED 0.5 MILES NORTH ALONG TRUNK HIGHWAY 101 FROM ITS
 AE6896'JUNCTION WITH TRUNK HIGHWAY 212, WHICH IS 3.4 MILES NORTHEAST ALONG
 AE6896'HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN CHASKA AND IS
 AE6896'IN THE NW 1/4 OF SECTION 36, T116N, R23W.  THE MARK IS 30 FEET EAST OF
 AE6896'THE CENTERLINE OF HIGHWAY 101, 70 FEET NORTH OF THE CENTERLINE OF
 AE6896'LAKOTA LANE, 6 FEET NORTH OF A POWER POLE WITH AN ANCHOR AND 1 FOOT
 AE6896'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE6896'CONTROL MONUMENT DISK STAMPED---1009 A 1979---, IS FASTENED TO THE TOP
 AE6896'OF 22 FEET OF DRIVEN COPPER-CLAD STEEL ROD (MAGNETIC).  THE MARK IS
 AE6896'FLUSH WITH THE SURFACE OF THE GROUND.
 AE6896
 AE6896                          STATION RECOVERY (2008)
 AE6896
 AE6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AE6896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE6896'THE MARK IS 1.4 MILES NORTH-NORTHWEST OF SHAKOPEE, 0.5 MILE NORTHWEST
 AE6896'ALONG TRUNK HIGHWAY 101 FROM JUNCTION OF TRUNK HIGHWAY 101 AND COUNTY
 AE6896'ROAD 69 IN SHAKOPEE, THEN 0.75 MILE CONTINUED ON COUNTY ROAD 101, THEN
 AE6896'0.07 MILE WEST ON TRUNK HIGHWAY 212, THEN 0.5 MILE NORTH-NORTHEAST ON
 AE6896'TRUNK HIGHWAY 101, 70 FEET NORTH OF LAKOTA LANE, 30 FEET EAST OF TRUNK
 AE6896'HIGHWAY 101, 6 FEET NORTH OF POWER POLE, 1.0 FOOT WEST OF WITNESS
 AE6896'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1551 ***********************************************************************
 PP1551  DESIGNATION -  1009.5
 PP1551  PID         -  PP1551
 PP1551  STATE/COUNTY-  MN/RICE
 PP1551  COUNTRY     -  US
 PP1551  USGS QUAD   -  FARIBAULT (1991)
 PP1551
 PP1551                         *CURRENT SURVEY CONTROL
 PP1551  ______________________________________________________________________
 PP1551* NAD 83(1986) POSITION- 44 17 25.     (N) 093 16 38.     (W)   SCALED    
 PP1551* NAVD 88 ORTHO HEIGHT -   307.674  (meters)    1009.43  (feet) ADJUSTED  
 PP1551  ______________________________________________________________________
 PP1551  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 PP1551  DYNAMIC HEIGHT  -        307.638 (meters)     1009.31  (feet) COMP
 PP1551  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 PP1551
 PP1551  VERT ORDER      -  SECOND    CLASS 0
 PP1551
 PP1551.The horizontal coordinates were scaled from a topographic map and have
 PP1551.an estimated accuracy of +/- 6 seconds.
 PP1551.
 PP1551.The orthometric height was determined by differential leveling and
 PP1551.adjusted in June 1991.
 PP1551
 PP1551.The dynamic height is computed by dividing the NAVD 88
 PP1551.geopotential number by the normal gravity value computed on the
 PP1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1551.degrees latitude (g = 980.6199 gals.).
 PP1551
 PP1551.The modeled gravity was interpolated from observed gravity values.
 PP1551
 PP1551;                    North         East    Units  Estimated Accuracy
 PP1551;SPC MN S     -   243,620.      857,680.      MT  (+/- 180 meters Scaled)
 PP1551
 PP1551                          SUPERSEDED SURVEY CONTROL
 PP1551
 PP1551  NGVD 29 (??/??/92)  307.683  (m)         1009.46   (f) ADJ UNCH    2 0
 PP1551
 PP1551.Superseded values are not recommended for survey control.
 PP1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1551.See file dsdata.txt to determine how the superseded data were derived.
 PP1551
 PP1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK778041(NAD 83)
 PP1551
 PP1551_MARKER: Z = SEE DESCRIPTION
 PP1551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1551_SP_SET: FIRE HYDRANT
 PP1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1551
 PP1551  HISTORY     - Date     Condition        Report By
 PP1551  HISTORY     - UNK      MONUMENTED       CGS
 PP1551  HISTORY     - 1970     GOOD             MNDT
 PP1551  HISTORY     - 1986     POOR             USPSQD
 PP1551  HISTORY     - 19960821 MARK NOT FOUND   USPSQD
 PP1551
 PP1551                          STATION DESCRIPTION
 PP1551
 PP1551'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1551'IN FARIBAULT.
 PP1551'AT FARIBAULT, RICE COUNTY, AT THE CORNER OF SIXTH AVENUE AND DIVISION
 PP1551'STREET, AND ON THE LOCK NUT AT THE TOP OF A FIRE HYDRANT.  THE HEAD OF
 PP1551'A CHISELED ARROW.
 PP1551
 PP1551                          STATION RECOVERY (1986)
 PP1551
 PP1551'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1551'MARK RECOVERED IN POOR CONDITION.
 PP1551
 PP1551                          STATION RECOVERY (1996)
 PP1551
 PP1551'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2513 ***********************************************************************
 PP2513  DESIGNATION -  101
 PP2513  PID         -  PP2513
 PP2513  STATE/COUNTY-  MN/RAMSEY
 PP2513  COUNTRY     -  US
 PP2513  USGS QUAD   -  ST PAUL EAST (1993)
 PP2513
 PP2513                         *CURRENT SURVEY CONTROL
 PP2513  ______________________________________________________________________
 PP2513* NAD 83(1996) POSITION- 44 59 49.95896(N) 093 05 24.70090(W)   ADJUSTED  
 PP2513* NAVD 88 ORTHO HEIGHT -   280.91   (+/-2cm)     921.6   (feet) VERTCON   
 PP2513  ______________________________________________________________________
 PP2513  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PP2513  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC09
 PP2513  HORZ ORDER      -  SECOND
 PP2513  VERT ORDER      -  THIRD ? (See Below)
 PP2513
 PP2513.The horizontal coordinates were established by classical geodetic methods
 PP2513.and adjusted by the National Geodetic Survey in March 1999.
 PP2513.
 PP2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2513
 PP2513.The vertical order pertains to the NGVD 29 superseded value.
 PP2513
 PP2513.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2513
 PP2513. The following values were computed from the NAD 83(1996) position.
 PP2513
 PP2513;                    North         East     Units Scale Factor Converg.
 PP2513;SPC MN S     -   322,316.031   871,734.359   MT  0.99995945   +0 38 15.7
 PP2513;SPC MN S     - 1,057,465.18  2,860,015.14   sFT  0.99995945   +0 38 15.7
 PP2513;UTM  15      - 4,982,644.514   492,890.934   MT  0.99960062   -0 03 49.6
 PP2513
 PP2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2513!SPC MN S     -   0.99996025  x   0.99995945  =   0.99991970
 PP2513!UTM  15      -   0.99996025  x   0.99960062  =   0.99956089
 PP2513
 PP2513                          SUPERSEDED SURVEY CONTROL
 PP2513
 PP2513  NAD 83(1986)-  44 59 49.95103(N)    093 05 24.69304(W) AD(       ) 2
 PP2513  NAD 27      -  44 59 50.07210(N)    093 05 23.90500(W) AD(       ) 2
 PP2513  NGVD 29 (07/19/86)  280.86   (m)          921.5    (f) LEVELING    3  
 PP2513
 PP2513.Superseded values are not recommended for survey control.
 PP2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2513.See file dsdata.txt to determine how the superseded data were derived.
 PP2513
 PP2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9289082644(NAD 83)
 PP2513
 PP2513_MARKER: I = METAL ROD
 PP2513_SETTING: 0 = UNSPECIFIED SETTING
 PP2513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2513
 PP2513  HISTORY     - Date     Condition        Report By
 PP2513  HISTORY     - 1959     MONUMENTED       MNDT
 PP2513  HISTORY     - 1974     GOOD             MNHD
 PP2513  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP2513  HISTORY     - 20030813 MARK NOT FOUND   MNDT
 PP2513
 PP2513                          STATION DESCRIPTION
 PP2513
 PP2513'DESCRIBED BY MN DEPT OF TRANSP 1959 (NJF)
 PP2513'STATION IS ON TOP OF BANK ON WEST SIDE OF INTERSTATE ROUTE 35E,
 PP2513'APPROX. 3 MILES NORTH OF THE STATE CAPITOL IN ST. PAUL AND
 PP2513'0.75 MILE EAST OF RICE ST.
 PP2513'
 PP2513'TO REACH FROM THE STATE CAPITOL GO NORTH ON RICE ST. 2.8
 PP2513'MILES, TURN RIGHT, EAST, ONTO ROSELAWN AVE. FOR APPROX. 0.75
 PP2513'MILE, TURN RIGHT, SOUTH, ONTO ADOLPHUS ST. AND PROCEED 250
 PP2513'FEET TO THE END OF THE STREET.  FOLLOW SOUTHERLY 200 FEET FROM
 PP2513'THE END OF STREET TO STATION ON TOP OF HIGH BANK ON WEST SIDE
 PP2513'OF INTERSTATE ROUTE 35E.
 PP2513'
 PP2513'STATION MARK, A 0.75 INCH X 3 FOOT IRON ROD PROJECTING 1 INCH
 PP2513'ABOVE GROUND.
 PP2513'
 PP2513'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PP2513
 PP2513                          STATION RECOVERY (1974)
 PP2513
 PP2513'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (OCO)
 PP2513'STATION MARK WAS SEARCHED FOR WITH A MAGNETIC LOCATOR AND THE
 PP2513'DIRECTION ANGLE FROM STATION PHALEN MHD 1959 AND WAS NOT
 PP2513'RECOVERED.
 PP2513'
 PP2513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.0 MILES
 PP2513'NORTH OF DOWNTOWN ST. PAUL.
 PP2513
 PP2513                          STATION RECOVERY (1987)
 PP2513
 PP2513'RECOVERY NOTE BY US POWER SQUADRON 1987 (GM)
 PP2513'MARK NOT FOUND.
 PP2513
 PP2513                          STATION RECOVERY (2003)
 PP2513
 PP2513'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 PP2513'IN SOUTHWEST PART OF MAPLEWOOD, 3.0 MILES NORTH OF STATE CAPITOL IN ST
 PP2513'PAUL, 0.75 MILES EAST OF RICE ST, ON WEST SIDE OF INTERSTATE HIGHWAY
 PP2513'35E, ON TOP OF BANK, STATION WAS NOT FOUND IN 1974, 1987 AND 2003
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8811 ***********************************************************************
 AD8811  DESIGNATION -  1011 A
 AD8811  PID         -  AD8811
 AD8811  STATE/COUNTY-  MN/CARVER
 AD8811  COUNTRY     -  US
 AD8811  USGS QUAD   -  SHAKOPEE (1993)
 AD8811
 AD8811                         *CURRENT SURVEY CONTROL
 AD8811  ______________________________________________________________________
 AD8811* NAD 83(1986) POSITION- 44 48 30.21   (N) 093 32 06.75   (W)   HD_HELD1  
 AD8811* NAVD 88 ORTHO HEIGHT -   218.114  (meters)     715.60  (feet) ADJUSTED  
 AD8811  ______________________________________________________________________
 AD8811  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AD8811  DYNAMIC HEIGHT  -        218.110 (meters)      715.58  (feet) COMP
 AD8811  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 AD8811
 AD8811  VERT ORDER      -  SECOND    CLASS I
 AD8811
 AD8811.The horizontal coordinates were established by differentially corrected
 AD8811.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8811.
 AD8811.The orthometric height was determined by differential leveling and
 AD8811.adjusted in September 1997.
 AD8811
 AD8811.Photographs are available for this station.
 AD8811
 AD8811.The dynamic height is computed by dividing the NAVD 88
 AD8811.geopotential number by the normal gravity value computed on the
 AD8811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8811.degrees latitude (g = 980.6199 gals.).
 AD8811
 AD8811.The modeled gravity was interpolated from observed gravity values.
 AD8811
 AD8811;                    North         East    Units  Estimated Accuracy
 AD8811;SPC MN S     -   301,039.0     836,766.8     MT  (+/- 3 meters HH1 GPS) 
 AD8811
 AD8811                          SUPERSEDED SURVEY CONTROL
 AD8811
 AD8811.No superseded survey control is available for this station.
 AD8811
 AD8811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5767761804(NAD 83)
 AD8811
 AD8811_MARKER: DB = BENCH MARK DISK
 AD8811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8811_STAMPING: 1011 A 1984
 AD8811_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8811
 AD8811  HISTORY     - Date     Condition        Report By
 AD8811  HISTORY     - 1984     MONUMENTED       MNDT
 AD8811
 AD8811                          STATION DESCRIPTION
 AD8811
 AD8811'DESCRIBED BY MN DEPT OF TRANSP 1984 (EGS)
 AD8811'THE MARK IS LOCATED ABOUT 1/4 MILE NORTH OF THE CITY OF SHAKOPEE IN
 AD8811'THE SOUTHEAST 1/4 OF SECTION 36, T116, R23W, 0.85 MILE NORTH ALONG
 AD8811'TRUNK HIGHWAY 169 AND 101 FROM THEIR JUNCTION IN SHAKOPEE OR 0.2 MILE
 AD8811'SOUTH ALONG HIGHWAY 169 AND 101 FROM THEIR JUNCTION AND CONNECTION TO
 AD8811'TRUNK HIGHWAY 212, TO TRUNK HIGHWAY 169 MILEPOINT 110.8.  THE MARK, A
 AD8811'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1011 A 1984---,
 AD8811'IS SET IN THE WINGWALL AT THE NORTHEAST CORNER OF BRIDGE NUMBER 10007
 AD8811'(TRUNK HIGHWAY 169 AND 101 OVER THE MINNESOTA RIVER OVERFLOW CHANNEL).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8812 ***********************************************************************
 AD8812  DESIGNATION -  1011 A 1
 AD8812  PID         -  AD8812
 AD8812  STATE/COUNTY-  MN/CARVER
 AD8812  COUNTRY     -  US
 AD8812  USGS QUAD   -  SHAKOPEE (1993)
 AD8812
 AD8812                         *CURRENT SURVEY CONTROL
 AD8812  ______________________________________________________________________
 AD8812* NAD 83(1986) POSITION- 44 48 27.93   (N) 093 32 03.86   (W)   HD_HELD1  
 AD8812* NAVD 88 ORTHO HEIGHT -   217.851  (meters)     714.73  (feet) ADJUSTED  
 AD8812  ______________________________________________________________________
 AD8812  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AD8812  DYNAMIC HEIGHT  -        217.847 (meters)      714.72  (feet) COMP
 AD8812  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 AD8812
 AD8812  VERT ORDER      -  SECOND    CLASS I
 AD8812
 AD8812.The horizontal coordinates were established by differentially corrected
 AD8812.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8812.
 AD8812.The orthometric height was determined by differential leveling and
 AD8812.adjusted in September 1997.
 AD8812
 AD8812.Photographs are available for this station.
 AD8812
 AD8812.The dynamic height is computed by dividing the NAVD 88
 AD8812.geopotential number by the normal gravity value computed on the
 AD8812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8812.degrees latitude (g = 980.6199 gals.).
 AD8812
 AD8812.The modeled gravity was interpolated from observed gravity values.
 AD8812
 AD8812;                    North         East    Units  Estimated Accuracy
 AD8812;SPC MN S     -   300,969.0     836,830.7     MT  (+/- 3 meters HH1 GPS) 
 AD8812
 AD8812                          SUPERSEDED SURVEY CONTROL
 AD8812
 AD8812.No superseded survey control is available for this station.
 AD8812
 AD8812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5774061734(NAD 83)
 AD8812
 AD8812_MARKER: DB = BENCH MARK DISK
 AD8812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8812_STAMPING: 1011 A 1 1984
 AD8812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8812
 AD8812  HISTORY     - Date     Condition        Report By
 AD8812  HISTORY     - 1984     MONUMENTED       MNDT
 AD8812
 AD8812                          STATION DESCRIPTION
 AD8812
 AD8812'DESCRIBED BY MN DEPT OF TRANSP 1984 (EGS)
 AD8812'THE MARK IS LOCATED ABOUT 1/4 MILE NORTH OF THE CITY OF SHAKOPEE, IN
 AD8812'THE SE 1/4 OF SECTION 36, T116N, R23W, 0.8 MILE NORTH ALONG TRUNK
 AD8812'HIGHWAY 169 AND 101 FROM THEIR JUNCTION IN SHAKOPEE OR 0.25 MILE SOUTH
 AD8812'ALONG TRUNK HIGHWAY 169 AND 101 FROM THEIR JUNCTION WITH TRUNK HIGHWAY
 AD8812'212, AT TRUNK HIGHWAY 169 MILEPOINT 110.75.  THE MARK, A STANDARD MNDT
 AD8812'VERTICAL CONTROL MONUMENT DISK STAMPED---1011 A 1 1984---, IS SET IN
 AD8812'THE RETAINING WALL IN THE SOUTHEAST CCORNER OF BRIDGE NUMBER 10007
 AD8812'(TRUNK HIGHWAY 169 AND 101 OVER THE MINNESOTA RIVER OVERFLOW CHANNEL).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8813 ***********************************************************************
 AD8813  DESIGNATION -  1011 A 2
 AD8813  PID         -  AD8813
 AD8813  STATE/COUNTY-  MN/CARVER
 AD8813  COUNTRY     -  US
 AD8813  USGS QUAD   -  SHAKOPEE (1993)
 AD8813
 AD8813                         *CURRENT SURVEY CONTROL
 AD8813  ______________________________________________________________________
 AD8813* NAD 83(1986) POSITION- 44 48 50.56   (N) 093 31 56.93   (W)   HD_HELD1  
 AD8813* NAVD 88 ORTHO HEIGHT -   220.883  (meters)     724.68  (feet) ADJUSTED  
 AD8813  ______________________________________________________________________
 AD8813  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AD8813  DYNAMIC HEIGHT  -        220.879 (meters)      724.67  (feet) COMP
 AD8813  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 AD8813
 AD8813  VERT ORDER      -  SECOND    CLASS I
 AD8813
 AD8813.The horizontal coordinates were established by differentially corrected
 AD8813.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8813.
 AD8813.The orthometric height was determined by differential leveling and
 AD8813.adjusted in September 1997.
 AD8813
 AD8813.Photographs are available for this station.
 AD8813
 AD8813.The dynamic height is computed by dividing the NAVD 88
 AD8813.geopotential number by the normal gravity value computed on the
 AD8813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8813.degrees latitude (g = 980.6199 gals.).
 AD8813
 AD8813.The modeled gravity was interpolated from observed gravity values.
 AD8813
 AD8813;                    North         East    Units  Estimated Accuracy
 AD8813;SPC MN S     -   301,668.4     836,978.9     MT  (+/- 3 meters HH1 GPS) 
 AD8813
 AD8813                          SUPERSEDED SURVEY CONTROL
 AD8813
 AD8813.No superseded survey control is available for this station.
 AD8813
 AD8813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5789662431(NAD 83)
 AD8813
 AD8813_MARKER: DV = VERTICAL CONTROL DISK
 AD8813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8813_STAMPING: 1011 A 2 1980
 AD8813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8813
 AD8813  HISTORY     - Date     Condition        Report By
 AD8813  HISTORY     - 1980     MONUMENTED       MNDT
 AD8813  HISTORY     - 20060930 GOOD             USPSQD
 AD8813
 AD8813                          STATION DESCRIPTION
 AD8813
 AD8813'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8813'THE MARK IS LOCATED ABOUT ONE MILE NORTH OF THE CITY OF SHAKOPEE, IN
 AD8813'THE NW 1/4 OF SECTION 36, T116N, R23W, 1.2 MILES NORTH ALONG TRUNK
 AD8813'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN SHAKOPEE, OR
 AD8813'0.2 MILE NORTHEAST ALONG HIGHWAY 169 AND 212 FROM THEIR JUNCTION NORTH
 AD8813'OF SHAKOPEE, AT TRUNK HIGHWAY 169 MILEPOINT 111.2, 0.6 MILE WEST OF
 AD8813'THE HENNEPIN-CARVER COUNTY LINE, 71 FEET NORTH OF AND ABOUT 1 FOOT
 AD8813'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 72.0 FEET NORTHWEST OF THE
 AD8813'NORTHWEST CORNER OF A 4 FOOT BY 4 FOOT BOX CULVERT, 60 FEET NORTHEAST
 AD8813'OF A POWER POLE NUMBERED 41, 39.4 FEET WEST OF THE SOUTHWEST CORNER OF
 AD8813'A BLOCK RETAINING WALL AROUND AN OIL STORAGE TANK, 4 FEET
 AD8813'EAST-SOUTHEAST OF A POWER POLE, AND 1.2 FEET SOUTHEAST OF A STEEL
 AD8813'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AD8813'DISK STAMPED---1011 A 2 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT
 AD8813'LONG COPPER COATED STEEL(MAGNETIC) ROD (WITH CROSS BAR) THAT IS SET IN
 AD8813'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AD8813
 AD8813                          STATION RECOVERY (2006)
 AD8813
 AD8813'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8813' 
 AD8813' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8814 ***********************************************************************
 AD8814  DESIGNATION -  1011 B
 AD8814  PID         -  AD8814
 AD8814  STATE/COUNTY-  MN/CARVER
 AD8814  COUNTRY     -  US
 AD8814  USGS QUAD   -  SHAKOPEE (1993)
 AD8814
 AD8814                         *CURRENT SURVEY CONTROL
 AD8814  ______________________________________________________________________
 AD8814* NAD 83(1986) POSITION- 44 48 59.11   (N) 093 31 19.72   (W)   HD_HELD1  
 AD8814* NAVD 88 ORTHO HEIGHT -   220.110  (meters)     722.14  (feet) ADJUSTED  
 AD8814  ______________________________________________________________________
 AD8814  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 AD8814  DYNAMIC HEIGHT  -        220.105 (meters)      722.13  (feet) COMP
 AD8814  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 AD8814
 AD8814  VERT ORDER      -  SECOND    CLASS I
 AD8814
 AD8814.The horizontal coordinates were established by differentially corrected
 AD8814.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8814.
 AD8814.The orthometric height was determined by differential leveling and
 AD8814.adjusted in September 1997.
 AD8814
 AD8814.Photographs are available for this station.
 AD8814
 AD8814.The dynamic height is computed by dividing the NAVD 88
 AD8814.geopotential number by the normal gravity value computed on the
 AD8814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8814.degrees latitude (g = 980.6199 gals.).
 AD8814
 AD8814.The modeled gravity was interpolated from observed gravity values.
 AD8814
 AD8814;                    North         East    Units  Estimated Accuracy
 AD8814;SPC MN S     -   301,937.0     837,794.9     MT  (+/- 3 meters HH1 GPS) 
 AD8814
 AD8814                          SUPERSEDED SURVEY CONTROL
 AD8814
 AD8814.No superseded survey control is available for this station.
 AD8814
 AD8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5871562689(NAD 83)
 AD8814
 AD8814_MARKER: DV = VERTICAL CONTROL DISK
 AD8814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8814_STAMPING: 1011 B 1980
 AD8814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8814
 AD8814  HISTORY     - Date     Condition        Report By
 AD8814  HISTORY     - 1980     MONUMENTED       MNDT
 AD8814
 AD8814                          STATION DESCRIPTION
 AD8814
 AD8814'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8814'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE CITY OF SHAKOPEE IN
 AD8814'THE NORTHEAST 1/4 OF SECTION 36, T116N, R23W, 0.75 MILE EAST-NORTHEAST
 AD8814'ALONG TRUNK HIGHWAY 169 AND 212 FROM THE JUNCTION OF THE TWO HIGHWAYS
 AD8814'NORTH OF SHAKOPEE, 0.1 MILE WEST OF THE HENNEPIN-CARVER COUNTY LINE,
 AD8814'AT THE MOON VALLEY RIFLE RANGE, 48 FEET NORTH OF AND ABOUT 0.5 FEET
 AD8814'HIGHER THAN THE CENTERLINE OF HIGHWAY 169 AT MILEPOINT 111.75, 83 FEET
 AD8814'WEST OF POWER POLE NUMBER 51, 49 FEET EAST OF THE CENTER OF A GRAVEL
 AD8814'ENTRANCE, 49 FEET WEST OF THE CENTER OF A GRAVEL ENTRANCE, 15 FEET
 AD8814'NORTH OF A BEEHIVE CASTING OF A DROP INLET MANHOLE, AND 0.5 FOOT SOUTH
 AD8814'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AD8814'MONUMENT DISK STAMPED---1011 B 1980---, IS FASTENED TO THE TOP OF AN 8
 AD8814'FOOT LONG COPPER CLAD STEEL (MAGNETIC) ROD (WITH CROSS BAR) THAT IS
 AD8814'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1552 ***********************************************************************
 PP1552  DESIGNATION -  1011.9
 PP1552  PID         -  PP1552
 PP1552  STATE/COUNTY-  MN/RICE
 PP1552  COUNTRY     -  US
 PP1552  USGS QUAD   -  FARIBAULT (1991)
 PP1552
 PP1552                         *CURRENT SURVEY CONTROL
 PP1552  ______________________________________________________________________
 PP1552* NAD 83(1986) POSITION- 44 17 25.     (N) 093 16 33.     (W)   SCALED    
 PP1552* NAVD 88 ORTHO HEIGHT -   308.432  (meters)    1011.91  (feet) ADJUSTED  
 PP1552  ______________________________________________________________________
 PP1552  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 PP1552  DYNAMIC HEIGHT  -        308.396 (meters)     1011.80  (feet) COMP
 PP1552  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 PP1552
 PP1552  VERT ORDER      -  SECOND    CLASS 0
 PP1552
 PP1552.The horizontal coordinates were scaled from a topographic map and have
 PP1552.an estimated accuracy of +/- 6 seconds.
 PP1552.
 PP1552.The orthometric height was determined by differential leveling and
 PP1552.adjusted in June 1991.
 PP1552
 PP1552.The dynamic height is computed by dividing the NAVD 88
 PP1552.geopotential number by the normal gravity value computed on the
 PP1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1552.degrees latitude (g = 980.6199 gals.).
 PP1552
 PP1552.The modeled gravity was interpolated from observed gravity values.
 PP1552
 PP1552;                    North         East    Units  Estimated Accuracy
 PP1552;SPC MN S     -   243,620.      857,790.      MT  (+/- 180 meters Scaled)
 PP1552
 PP1552                          SUPERSEDED SURVEY CONTROL
 PP1552
 PP1552  NGVD 29 (??/??/92)  308.441  (m)         1011.94   (f) ADJ UNCH    2 0
 PP1552
 PP1552.Superseded values are not recommended for survey control.
 PP1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1552.See file dsdata.txt to determine how the superseded data were derived.
 PP1552
 PP1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK779041(NAD 83)
 PP1552
 PP1552_MARKER: Z = SEE DESCRIPTION
 PP1552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1552_SP_SET: FIRE HYDRANT
 PP1552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1552
 PP1552  HISTORY     - Date     Condition        Report By
 PP1552  HISTORY     - UNK      MONUMENTED       CGS
 PP1552  HISTORY     - 1970     GOOD             MNDT
 PP1552  HISTORY     - 1986     POOR             USPSQD
 PP1552  HISTORY     - 19960821 MARK NOT FOUND   USPSQD
 PP1552
 PP1552                          STATION DESCRIPTION
 PP1552
 PP1552'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1552'IN FARIBAULT.
 PP1552'AT FARIBAULT, RICE COUNTY, AT THE CORNER OF FIFTH AVENUE AND DIVISION
 PP1552'STREET, AND ON THE LOCK NUT AT THE TOP OF A FIRE HYDRANT.  THE HEAD OF
 PP1552'A CHISELED ARROW.
 PP1552
 PP1552                          STATION RECOVERY (1986)
 PP1552
 PP1552'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1552'MARK RECOVERED IN POOR CONDITION.
 PP1552
 PP1552                          STATION RECOVERY (1996)
 PP1552
 PP1552'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH2344 ***********************************************************************
 AH2344  DESIGNATION -  1012 B
 AH2344  PID         -  AH2344
 AH2344  STATE/COUNTY-  MN/CARVER
 AH2344  COUNTRY     -  US
 AH2344  USGS QUAD   -  NORWOOD (1981)
 AH2344
 AH2344                         *CURRENT SURVEY CONTROL
 AH2344  ______________________________________________________________________
 AH2344* NAD 83(1986) POSITION- 44 46 07.93   (N) 093 58 48.93   (W)   HD_HELD1  
 AH2344* NAVD 88 ORTHO HEIGHT -   301.264  (meters)     988.40  (feet) ADJUSTED  
 AH2344  ______________________________________________________________________
 AH2344  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AH2344  DYNAMIC HEIGHT  -        301.235 (meters)      988.30  (feet) COMP
 AH2344  MODELED GRAVITY -    980,514.0   (mgal)                       NAVD 88
 AH2344
 AH2344  VERT ORDER      -  SECOND    CLASS I
 AH2344
 AH2344.The horizontal coordinates were established by differentially corrected
 AH2344.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH2344.
 AH2344.The orthometric height was determined by differential leveling and
 AH2344.adjusted in September 2010.
 AH2344
 AH2344.Photographs are available for this station.
 AH2344
 AH2344.The dynamic height is computed by dividing the NAVD 88
 AH2344.geopotential number by the normal gravity value computed on the
 AH2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2344.degrees latitude (g = 980.6199 gals.).
 AH2344
 AH2344.The modeled gravity was interpolated from observed gravity values.
 AH2344
 AH2344;                    North         East    Units  Estimated Accuracy
 AH2344;SPC MN S     -   296,542.9     801,562.7     MT  (+/- 3 meters HH1 GPS) 
 AH2344
 AH2344                          SUPERSEDED SURVEY CONTROL
 AH2344
 AH2344  NAVD 88 (03/03/00)  301.241  (m)          988.32   (f) SUPERSEDED  2 2
 AH2344
 AH2344.Superseded values are not recommended for survey control.
 AH2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2344.See file dsdata.txt to determine how the superseded data were derived.
 AH2344
 AH2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2243057742(NAD 83)
 AH2344
 AH2344_MARKER: DB = BENCH MARK DISK
 AH2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2344_STAMPING: 1012 B 1974
 AH2344_MARK LOGO: MNDT  
 AH2344_PROJECTION: FLUSH
 AH2344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2344+STABILITY: SURFACE MOTION
 AH2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2344+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 AH2344
 AH2344  HISTORY     - Date     Condition        Report By
 AH2344  HISTORY     - 1974     MONUMENTED       MNDT
 AH2344  HISTORY     - 1979     GOOD             MNDT
 AH2344  HISTORY     - 20031118 GOOD             MNDT
 AH2344
 AH2344                          STATION DESCRIPTION
 AH2344
 AH2344'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AH2344'THE MARK IS LOCATED ABOUT 2 MILES WEST OF THE TOWN OF NORWOOD, IN THE
 AH2344'NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 212 (EAST-WEST),
 AH2344'TRUNK HIGHWAYS 5 AND 25 (SOUTH AND EAST) AND GRAVEL ROAD NORTH (COUNTY
 AH2344'ROAD 111) AND IS IN THE NW 1/4 OF SECTION 17, T115N, R26W.  THE MARK
 AH2344'IS 0.4 MILE NORTH ALONG COUNTY ROAD 33 FROM THE POST OFFICE IN NORWOOD
 AH2344'TO THE JUNCTION OF HIGHWAY 212, THENCE WEST ALONG HIGHWAY 212 FOR 2.45
 AH2344'MILES.  THE MARK IS 177 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 AH2344'HIGHWAY 212 AT MILEPOINT 128.8, 32 FEET WEST OF THE GRAVEL ROAD,123
 AH2344'FEET NORTH OF THE WEST END OF A 24 INCH CONCRETE CULVERT, 6 FEET WEST
 AH2344'OF A FENCE CORNER AND 7 FEET WEST OF A STEEL WITNESS POST.  THE MARK,
 AH2344'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1012 B
 AH2344'1974---, IS SET IN THE TOP A 6 FOOT LONG PRECAST REINFORCED (MAGNETIC)
 AH2344'CONCRETE MONUMENT.
 AH2344
 AH2344                          STATION RECOVERY (2003)
 AH2344
 AH2344'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AH2344'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF PLATO, 2.6 MI
 AH2344'(4.2 KM) WEST OF NORWOOD AND 2.5 MI (4.0 KM) NORTH-NORTHWEST OF
 AH2344'HAMBURG.
 AH2344' 
 AH2344'TO REACH THE MARK IS 2.7 MI (4.3 KM) WEST OF NORWOOD, 2.45 MI (3.9 KM)
 AH2344'WEST OF THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 33, 177 FT
 AH2344'(53.9 M) (53.9 M) NORTH OF WESTBOUND TRUNK HIGHWAY 212, AT TRUNK
 AH2344'HIGHWAY 212 MILE POINT 128.8, 32 FT (9.8 M) WEST OF COUNTY ROAD 131,
 AH2344'123 FT (37.5 M) (37.5 M) NORTH OF WEST END OF CONCRETE CULVERT, 6 FT
 AH2344'(1.8 M) WEST OF A FENCE CORNER, 6.9 FT (2.1 M) WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH2346 ***********************************************************************
 AH2346  DESIGNATION -  1012 D
 AH2346  PID         -  AH2346
 AH2346  STATE/COUNTY-  MN/CARVER
 AH2346  COUNTRY     -  US
 AH2346  USGS QUAD   -  PLATO (1982)
 AH2346
 AH2346                         *CURRENT SURVEY CONTROL
 AH2346  ______________________________________________________________________
 AH2346* NAD 83(1986) POSITION- 44 46 04.09   (N) 094 00 03.48   (W)   HD_HELD1  
 AH2346* NAVD 88 ORTHO HEIGHT -   303.244  (meters)     994.89  (feet) ADJUSTED  
 AH2346  ______________________________________________________________________
 AH2346  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 AH2346  DYNAMIC HEIGHT  -        303.215 (meters)      994.80  (feet) COMP
 AH2346  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 AH2346
 AH2346  VERT ORDER      -  SECOND    CLASS II
 AH2346
 AH2346.The horizontal coordinates were established by differentially corrected
 AH2346.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH2346.
 AH2346.The orthometric height was determined by differential leveling and
 AH2346.adjusted in March 2000.
 AH2346
 AH2346.Photographs are available for this station.
 AH2346
 AH2346.The dynamic height is computed by dividing the NAVD 88
 AH2346.geopotential number by the normal gravity value computed on the
 AH2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2346.degrees latitude (g = 980.6199 gals.).
 AH2346
 AH2346.The modeled gravity was interpolated from observed gravity values.
 AH2346
 AH2346;                    North         East    Units  Estimated Accuracy
 AH2346;SPC MN S     -   296,424.2     799,923.5     MT  (+/- 3 meters HH1 GPS) 
 AH2346
 AH2346                          SUPERSEDED SURVEY CONTROL
 AH2346
 AH2346.No superseded survey control is available for this station.
 AH2346
 AH2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2079057644(NAD 83)
 AH2346
 AH2346_MARKER: DV = VERTICAL CONTROL DISK
 AH2346_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH2346_STAMPING: 1012 D 1979
 AH2346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2346
 AH2346  HISTORY     - Date     Condition        Report By
 AH2346  HISTORY     - 1979     MONUMENTED       MNDT
 AH2346
 AH2346                          STATION DESCRIPTION
 AH2346
 AH2346'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AH2346'THE MARK IS LOCATED 1.65 MILES EAST ALONG TRUNK HIGHWAY 212 FROM THE
 AH2346'JUNCTION OF MCLEOD COUNTY ROAD 9 AT THE TOWN OF PLATO, 1.05 MILES WEST
 AH2346'ALONG TRUNK HIGHWAY 212 FROM ITS WEST JUNCTION WITH TRUNK HIGHWAYS 5
 AH2346'AND 25 (ABOUT 2 MILES WEST OF NORWOOD) AND IS IN THE SW I/4 OF SECTION
 AH2346'18, T115N, R26W.  THE MARK IS 93 FEET SOUTH OF AND ABOUT LEVEL WITH
 AH2346'THE EASTBOUND CENTERLINE OF HIGHWAY 212 AT MILEPOINT 127.55, 12 FEET
 AH2346'NORTHWEST OF A 24 INCH BOXELDER TREE AND IS 1 FOOT NORTH OF A STEEL
 AH2346'WITNESS POST. THE MARK, A  MNDT VERTICAL CONTROL MARK DISK
 AH2346'STAMPED---1012 D 1979---, IS FASTENED TO THE TOP OF 8 FEET OF
 AH2346'COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE
 AH2346'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE
 AH2346'MARK IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH2347 ***********************************************************************
 AH2347  DESIGNATION -  1012 E
 AH2347  PID         -  AH2347
 AH2347  STATE/COUNTY-  MN/CARVER
 AH2347  COUNTRY     -  US
 AH2347  USGS QUAD   -  PLATO (1982)
 AH2347
 AH2347                         *CURRENT SURVEY CONTROL
 AH2347  ______________________________________________________________________
 AH2347* NAD 83(2007) POSITION- 44 46 03.75554(N) 094 00 36.25100(W)   ADJUSTED  
 AH2347* NAD 83(2007) ELLIP HT-   278.750 (meters)        (02/25/11)   ADJUSTED
 AH2347* NAD 83(2007) EPOCH   -  2002.00
 AH2347* NAVD 88 ORTHO HEIGHT -   306.257  (meters)    1004.78  (feet) ADJUSTED  
 AH2347  ______________________________________________________________________
 AH2347  NAD 83(2007) X  -   -317,210.982 (meters)                     COMP
 AH2347  NAD 83(2007) Y  - -4,524,900.028 (meters)                     COMP
 AH2347  NAD 83(2007) Z  -  4,469,254.305 (meters)                     COMP
 AH2347  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC09
 AH2347  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AH2347  DYNAMIC HEIGHT  -        306.226 (meters)     1004.68  (feet) COMP
 AH2347  MODELED GRAVITY -    980,507.8   (mgal)                       NAVD 88
 AH2347
 AH2347  HORZ ORDER      -  FIRST
 AH2347  VERT ORDER      -  SECOND    CLASS II
 AH2347  ELLP ORDER      -  SECOND    CLASS I
 AH2347
 AH2347.The horizontal coordinates were established by GPS observations
 AH2347.and adjusted by the MN DEPT OF TRANSP in February 2011.
 AH2347
 AH2347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH2347.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH2347
 AH2347.The horizontal coordinates are valid at the epoch date displayed above
 AH2347.which is a decimal equivalence of Year/Month/Day.
 AH2347
 AH2347.The orthometric height was determined by differential leveling and
 AH2347.adjusted in March 2000.
 AH2347
 AH2347.Photographs are available for this station.
 AH2347
 AH2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2347
 AH2347.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH2347
 AH2347.The ellipsoidal height was determined by GPS observations
 AH2347.and is referenced to NAD 83.
 AH2347
 AH2347.The dynamic height is computed by dividing the NAVD 88
 AH2347.geopotential number by the normal gravity value computed on the
 AH2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2347.degrees latitude (g = 980.6199 gals.).
 AH2347
 AH2347.The modeled gravity was interpolated from observed gravity values.
 AH2347
 AH2347. The following values were computed from the NAD 83(2007) position.
 AH2347
 AH2347;                    North         East     Units Scale Factor Converg.
 AH2347;SPC MN S     -   296,413.957   799,202.886   MT  0.99993281   -0 00 25.4
 AH2347;SPC MN S     -   972,484.79  2,622,051.47   sFT  0.99993281   -0 00 25.4
 AH2347;UTM  15      - 4,957,642.629   420,070.006   MT  0.99967856   -0 42 40.9
 AH2347
 AH2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2347!SPC MN S     -   0.99995630  x   0.99993281  =   0.99988911
 AH2347!UTM  15      -   0.99995630  x   0.99967856  =   0.99963487
 AH2347
 AH2347                          SUPERSEDED SURVEY CONTROL
 AH2347
 AH2347  NAVD 88 (02/25/11)  306.26   (m)         1004.8    (f) LEVELING    3  
 AH2347
 AH2347.Superseded values are not recommended for survey control.
 AH2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2347.See file dsdata.txt to determine how the superseded data were derived.
 AH2347
 AH2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2007057642(NAD 83)
 AH2347
 AH2347_MARKER: DV = VERTICAL CONTROL DISK
 AH2347_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AH2347+WITH SETTING: INTO GROUND
 AH2347_STAMPING: 1012 E 1979
 AH2347_MARK LOGO: MNHD  
 AH2347_PROJECTION: RECESSED 8 CENTIMETERS
 AH2347_MAGNETIC: I = MARKER IS A STEEL ROD
 AH2347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2347+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 AH2347
 AH2347  HISTORY     - Date     Condition        Report By
 AH2347  HISTORY     - 19790401 MONUMENTED       MNHD
 AH2347  HISTORY     - 20080609 GOOD             MNDT
 AH2347
 AH2347                          STATION DESCRIPTION
 AH2347
 AH2347'DESCRIBED BY MN HIGHWAY DEPT 1979 (EGS)
 AH2347'THE MARK IS LOCATED ABOUT 30 FEET EAST OF THE COUNTY LINE ROAD
 AH2347'(BETWEEN CARVER AND MCLEOD COUNTIES) AT ITS INTERSECTION WITH TRUNK
 AH2347'HIGHWAY 212 AND IS IN THE SW 1/4 OF SECTION 18, T115N, R26W.  THE MARK
 AH2347'IS 1.5 MILES WEST OF THE WEST JUNCTION OF HIGHWAY 212 WITH TRUNK
 AH2347'HIGHWAYS 5 AND 25 (WEST OF THE TOWN OF NORWOOD) AND ABOUT 1.4 MILES
 AH2347'EAST ALONG HIGHWAY 212 FROM ITS JUNCTION WITH MCLEOD COUNTY ROAD 9 AT
 AH2347'PLATO.  THE MARK IS 91 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE
 AH2347'EASTBOUND CENTERLINE OF HIGHWAY 212 AT MILEPOINT 127.1, 30 FEET EAST
 AH2347'OF THE COUNTY LINE ROAD, 5 FEET NORTHEAST OF A POWER POLE AND 1 FOOT
 AH2347'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AH2347'CONTROL MONUMENT DISK STAMPED---1012 E 1979---, IS FASTENED TO THE TOP
 AH2347'OF 8 FEET OF COPPER-CLAD STEEL ROD WITH 4 INCHES OF STEEL SIGN POST
 AH2347'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AH2347'DIAMETER HOLE.
 AH2347
 AH2347                          STATION RECOVERY (2008)
 AH2347
 AH2347'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AH2347'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH2347'THE MARK IS 1.5 MILES SOUTHEAST OF PLATO, 0.45 MILE SOUTH ON COUNTY
 AH2347'ROAD 9 FROM JUNCTION OF COUNTY ROAD 9 AND 110TH STREET IN PLATO, THEN
 AH2347'1.49 MILES EAST ON TRUNK HIGHWAY 212, THEN 0.03 MILE SOUTH ON ZEBRA
 AH2347'AVENUE, 1.5 MILES WEST OF WEST JUNCTION OF TRUNK HIGHWAY 212/TRUNK
 AH2347'HIGHWAY 5 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 212 MILEPOINT 127.1,
 AH2347'91 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 30 FEET EAST OF COUNTY
 AH2347'LINE ROAD, 5 FEET NORTHEAST OF POWER POLE WITH WITNESS SIGN, 1.0 FOOT
 AH2347'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1860 ***********************************************************************
 PP1860  DESIGNATION -  1013 AA
 PP1860  PID         -  PP1860
 PP1860  STATE/COUNTY-  MN/CARVER
 PP1860  COUNTRY     -  US
 PP1860  USGS QUAD   -  WACONIA (1993)
 PP1860
 PP1860                         *CURRENT SURVEY CONTROL
 PP1860  ______________________________________________________________________
 PP1860* NAD 83(2007) POSITION- 44 46 04.31598(N) 093 50 01.51139(W)   ADJUSTED  
 PP1860* NAD 83(2007) ELLIP HT-   268.825 (meters)        (02/25/11)   ADJUSTED
 PP1860* NAD 83(2007) EPOCH   -  2002.00
 PP1860* NAVD 88 ORTHO HEIGHT -   296.072  (meters)     971.36  (feet) ADJUSTED  
 PP1860  ______________________________________________________________________
 PP1860  NAD 83(2007) X  -   -303,283.721 (meters)                     COMP
 PP1860  NAD 83(2007) Y  - -4,525,835.569 (meters)                     COMP
 PP1860  NAD 83(2007) Z  -  4,469,259.598 (meters)                     COMP
 PP1860  LAPLACE CORR    -          6.65  (seconds)                    DEFLEC09
 PP1860  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 PP1860  DYNAMIC HEIGHT  -        296.051 (meters)      971.29  (feet) COMP
 PP1860  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PP1860
 PP1860  HORZ ORDER      -  FIRST
 PP1860  VERT ORDER      -  SECOND    CLASS I
 PP1860  ELLP ORDER      -  SECOND    CLASS I
 PP1860
 PP1860.The horizontal coordinates were established by GPS observations
 PP1860.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1860
 PP1860.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1860.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1860
 PP1860.The horizontal coordinates are valid at the epoch date displayed above
 PP1860.which is a decimal equivalence of Year/Month/Day.
 PP1860
 PP1860.The orthometric height was determined by differential leveling and
 PP1860.adjusted in October 2010.
 PP1860
 PP1860.No vertical observational check was made to the station.
 PP1860
 PP1860.Photographs are available for this station.
 PP1860
 PP1860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1860
 PP1860.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1860
 PP1860.The ellipsoidal height was determined by GPS observations
 PP1860.and is referenced to NAD 83.
 PP1860
 PP1860.The dynamic height is computed by dividing the NAVD 88
 PP1860.geopotential number by the normal gravity value computed on the
 PP1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1860.degrees latitude (g = 980.6199 gals.).
 PP1860
 PP1860.The modeled gravity was interpolated from observed gravity values.
 PP1860
 PP1860. The following values were computed from the NAD 83(2007) position.
 PP1860
 PP1860;                    North         East     Units Scale Factor Converg.
 PP1860;SPC MN S     -   296,444.589   813,159.964   MT  0.99993283   +0 06 59.5
 PP1860;SPC MN S     -   972,585.29  2,667,842.32   sFT  0.99993283   +0 06 59.5
 PP1860;UTM  15      - 4,957,501.807   434,022.677   MT  0.99965353   -0 35 13.8
 PP1860
 PP1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1860!SPC MN S     -   0.99995785  x   0.99993283  =   0.99989069
 PP1860!UTM  15      -   0.99995785  x   0.99965353  =   0.99961140
 PP1860
 PP1860                          SUPERSEDED SURVEY CONTROL
 PP1860
 PP1860  NAVD 88 (02/25/11)  296.06   (m)          971.3    (f) LEVELING    3  
 PP1860  NAVD 88 (06/15/91)  296.097  (m)          971.44   (f) SUPERSEDED  2 0
 PP1860  NGVD 29 (??/??/92)  296.028  (m)          971.22   (f) ADJ UNCH    2 0
 PP1860
 PP1860.Superseded values are not recommended for survey control.
 PP1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1860.See file dsdata.txt to determine how the superseded data were derived.
 PP1860
 PP1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3402257501(NAD 83)
 PP1860
 PP1860_MARKER: DB = BENCH MARK DISK
 PP1860_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1860_STAMPING: 1013 AA 1970
 PP1860_MARK LOGO: MNHD  
 PP1860_PROJECTION: RECESSED 15 CENTIMETERS
 PP1860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1860+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 PP1860
 PP1860  HISTORY     - Date     Condition        Report By
 PP1860  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1860  HISTORY     - 20040922 GOOD             MNDT
 PP1860  HISTORY     - 20080528 GOOD             MNDT
 PP1860
 PP1860                          STATION DESCRIPTION
 PP1860
 PP1860'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1860'0.85 MI NE FROM BONGARDS.
 PP1860'MARK IS LOCATED 0.4 MILES NORTH OF THE RAILROAD CROSSING IN BONGARDS
 PP1860'ALONG COUNTY ROAD 51, THENCE, 0.75 MILES EAST ALONG T.H. 212, 0.25
 PP1860'MILES WEST OF COUNTY ROAD 153, ALONG THE SOUTH EDGE OF A TREE LINE, 57
 PP1860'FEET NORTH OF, AND ABOUT LEVEL WITH T.H. 212, 36 FEET WEST OF A 40
 PP1860'INCH BASSWOOD, 7 FEET OF A FIELD ENTRANCE NORTH, 1 FOOT SOUTH OF A
 PP1860'STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP1860'NE 1/4 SECTION 16, T 115N, R 25W.
 PP1860
 PP1860                          STATION RECOVERY (2004)
 PP1860
 PP1860'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PP1860'THE MARK WAS RECOVERED IN GOOD CONDITION.   A NEW DESCRIPTION FOLLOWS.
 PP1860'THE MARK IS 0.85 MI (1.4 KM) NORTHEAST OF BONGARDS, 0.75 MI (1.2 KM)
 PP1860'(1.21 KM) EAST OF THE JUNCTION OF COUNTY ROAD 51 AND TRUNK HIGHWAY
 PP1860'212, 0.25 MI (0.4 KM) WEST OF COUNTY ROAD 153, AT SOUTH EDGE OF TREE
 PP1860'LINE.
 PP1860' 
 PP1860'IT IS 57 FT (17.4 M) NORTH OF TRUNK HIGHWAY 212, 36 FT (11.0 M) WEST
 PP1860'OF 40 INCH (102 CM) BASSWOOD TREE, 7.0 FT (2.1 M) EAST OF A FIELD
 PP1860'ENTRANCE NORTH, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
 PP1860
 PP1860                          STATION RECOVERY (2008)
 PP1860
 PP1860'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1860'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1860'THE MARK IS 0.85 MILE NORTHEAST OF BONGARDS, 0.75 MILE EAST ALONG
 PP1860'TRUNK HIGHWAY 212 FROM THE JUNCTION OF COUNTY ROAD 51 AND TRUNK
 PP1860'HIGHWAY 212 AT BONGARDS, AT TRUNK HIGHWAY 212 MILEPOINT 135.95, 0.25
 PP1860'MILE WEST OF COUNTY ROAD 153, AT SOUTH EDGE OF TREE LINE, 57.0 FEET
 PP1860'NORTH OF TRUNK HIGHWAY 212, 36.0 FEET WEST OF 40 INCH BASSWOOD TREE,
 PP1860'7.5 FEET NORTH-NORTHWEST OF WITNESS POST, 7.0 FEET EAST OF FIELD
 PP1860'ENTRANCE NORTH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5794 ***********************************************************************
 DM5794  DESIGNATION -  1013 AB
 DM5794  PID         -  DM5794
 DM5794  STATE/COUNTY-  MN/CARVER
 DM5794  COUNTRY     -  US
 DM5794  USGS QUAD   -  WACONIA (1993)
 DM5794
 DM5794                         *CURRENT SURVEY CONTROL
 DM5794  ______________________________________________________________________
 DM5794* NAD 83(2007) POSITION- 44 46 06.63195(N) 093 47 52.02848(W)   ADJUSTED  
 DM5794* NAD 83(2007) ELLIP HT-   263.882 (meters)        (02/25/11)   ADJUSTED
 DM5794* NAD 83(2007) EPOCH   -  2002.00
 DM5794* NAVD 88 ORTHO HEIGHT -   291.02   (meters)     954.8   (feet) LEVELING  
 DM5794  ______________________________________________________________________
 DM5794  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DM5794  NAD 83(2007) X  -   -300,438.997 (meters)                     COMP
 DM5794  NAD 83(2007) Y  - -4,525,971.324 (meters)                     COMP
 DM5794  NAD 83(2007) Z  -  4,469,306.875 (meters)                     COMP
 DM5794  LAPLACE CORR    -          7.56  (seconds)                    DEFLEC09
 DM5794  HORZ ORDER      -  FIRST
 DM5794  VERT ORDER      -  THIRD ?
 DM5794  ELLP ORDER      -  SECOND    CLASS I
 DM5794
 DM5794.The horizontal coordinates were established by GPS observations
 DM5794.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5794
 DM5794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5794.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5794
 DM5794.The horizontal coordinates are valid at the epoch date displayed above
 DM5794.which is a decimal equivalence of Year/Month/Day.
 DM5794
 DM5794.The orthometric height was determined by differential leveling.
 DM5794.The vertical network tie was performed by a horz. field party for horz.
 DM5794.obs reductions. Reset procedures were used to establish the elevation.
 DM5794
 DM5794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5794
 DM5794.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5794
 DM5794.The ellipsoidal height was determined by GPS observations
 DM5794.and is referenced to NAD 83.
 DM5794
 DM5794. The following values were computed from the NAD 83(2007) position.
 DM5794
 DM5794;                    North         East     Units Scale Factor Converg.
 DM5794;SPC MN S     -   296,522.492   816,006.938   MT  0.99993288   +0 08 30.3
 DM5794;SPC MN S     -   972,840.88  2,677,182.76   sFT  0.99993288   +0 08 30.3
 DM5794;UTM  15      - 4,957,544.729   436,869.591   MT  0.99964901   -0 33 42.7
 DM5794
 DM5794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5794!SPC MN S     -   0.99995863  x   0.99993288  =   0.99989151
 DM5794!UTM  15      -   0.99995863  x   0.99964901  =   0.99960765
 DM5794
 DM5794                          SUPERSEDED SURVEY CONTROL
 DM5794
 DM5794.No superseded survey control is available for this station.
 DM5794
 DM5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3686957544(NAD 83)
 DM5794
 DM5794_MARKER: DB = BENCH MARK DISK
 DM5794_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5794_STAMPING: 1013 AB 1975
 DM5794_MARK LOGO: MNHD  
 DM5794_PROJECTION: FLUSH
 DM5794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5794+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM5794
 DM5794  HISTORY     - Date     Condition        Report By
 DM5794  HISTORY     - 19750401 MONUMENTED       MNHD
 DM5794  HISTORY     - 20080528 GOOD             MNDT
 DM5794
 DM5794                          STATION DESCRIPTION
 DM5794
 DM5794'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5794'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5794'THE MARK IS 1.0 MILE WEST OF COLOGNE, 0.85 MILE WEST ON TRUNK HIGHWAY
 DM5794'212 FROM JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212 IN
 DM5794'COLOGNE, AT TRUNK HIGHWAY 12 MILEPOINT 137.70, 322.0 FEET EAST OF
 DM5794'JUNCTION OLD TRUNK HIGHWAY 212 (COUNTY ROAD 36) AND TRUNK HIGHWAY 212,
 DM5794'127.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.0 FOOT NORTH OF
 DM5794'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3418 ***********************************************************************
 DK3418  DESIGNATION -  1013 AD
 DK3418  PID         -  DK3418
 DK3418  STATE/COUNTY-  MN/CARVER
 DK3418  COUNTRY     -  US
 DK3418  USGS QUAD   -  WACONIA (1993)
 DK3418
 DK3418                         *CURRENT SURVEY CONTROL
 DK3418  ______________________________________________________________________
 DK3418* NAD 83(2007) POSITION- 44 45 53.82549(N) 093 46 49.13008(W)   ADJUSTED  
 DK3418* NAD 83(2007) ELLIP HT-   264.348 (meters)        (03/13/09)   ADJUSTED
 DK3418* NAD 83(2007) EPOCH   -  2002.00
 DK3418* NAVD 88 ORTHO HEIGHT -   291.43   (meters)     956.1   (feet) LEVELING  
 DK3418  ______________________________________________________________________
 DK3418  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DK3418  NAD 83(2007) X  -   -299,077.211 (meters)                     COMP
 DK3418  NAD 83(2007) Y  - -4,526,340.857 (meters)                     COMP
 DK3418  NAD 83(2007) Z  -  4,469,026.524 (meters)                     COMP
 DK3418  LAPLACE CORR    -          7.76  (seconds)                    DEFLEC09
 DK3418  HORZ ORDER      -  FIRST
 DK3418  VERT ORDER      -  THIRD ?
 DK3418  ELLP ORDER      -  THIRD     CLASS I
 DK3418
 DK3418.The horizontal coordinates were established by GPS observations
 DK3418.and adjusted by the National Geodetic Survey in March 2009.
 DK3418
 DK3418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3418.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3418
 DK3418.The horizontal coordinates are valid at the epoch date displayed above
 DK3418.which is a decimal equivalence of Year/Month/Day.
 DK3418
 DK3418.The orthometric height was determined by differential leveling.
 DK3418.The vertical network tie was performed by a horz. field party for horz.
 DK3418.obs reductions. Reset procedures were used to establish the elevation.
 DK3418
 DK3418.Photographs are available for this station.
 DK3418
 DK3418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3418
 DK3418.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3418
 DK3418.The ellipsoidal height was determined by GPS observations
 DK3418.and is referenced to NAD 83.
 DK3418
 DK3418. The following values were computed from the NAD 83(2007) position.
 DK3418
 DK3418;                    North         East     Units Scale Factor Converg.
 DK3418;SPC MN S     -   296,130.771   817,391.033   MT  0.99993259   +0 09 14.3
 DK3418;SPC MN S     -   971,555.70  2,681,723.75   sFT  0.99993259   +0 09 14.3
 DK3418;UTM  15      - 4,957,136.158   438,248.379   MT  0.99964689   -0 32 58.3
 DK3418
 DK3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3418!SPC MN S     -   0.99995855  x   0.99993259  =   0.99989115
 DK3418!UTM  15      -   0.99995855  x   0.99964689  =   0.99960546
 DK3418
 DK3418:                Primary Azimuth Mark                     Grid Az
 DK3418:SPC MN S     -  1013 AE                                  064 22 01.2
 DK3418:UTM  15      -  1013 AE                                  065 04 13.8
 DK3418
 DK3418|---------------------------------------------------------------------|
 DK3418| PID    Reference Object                     Distance      Geod. Az  |
 DK3418|                                                           dddmmss.s |
 DK3418| DK3419 1013 AE                             APPROX. 0.8 KM 0643115.5 |
 DK3418| PP1864 H 124                               APPROX. 0.5 KM 3554217.6 |
 DK3418|---------------------------------------------------------------------|
 DK3418
 DK3418                          SUPERSEDED SURVEY CONTROL
 DK3418
 DK3418  NAD 83(1996)-  44 45 53.82497(N)    093 46 49.12957(W) AD(       ) 1
 DK3418  ELLIP H (01/10/08)  264.400  (m)                       GP(       ) 3 1
 DK3418
 DK3418.Superseded values are not recommended for survey control.
 DK3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3418.See file dsdata.txt to determine how the superseded data were derived.
 DK3418
 DK3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3824857136(NAD 83)
 DK3418
 DK3418_MARKER: DB = BENCH MARK DISK
 DK3418_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK3418_STAMPING: 1013 AD 1975
 DK3418_MARK LOGO: MNHD  
 DK3418_PROJECTION: RECESSED 5 CENTIMETERS
 DK3418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3418+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DK3418
 DK3418  HISTORY     - Date     Condition        Report By
 DK3418  HISTORY     - 19750401 MONUMENTED       MNHD
 DK3418  HISTORY     - 20080528 GOOD             MNDT
 DK3418
 DK3418                          STATION DESCRIPTION
 DK3418
 DK3418'DESCRIBED BY MN HIGHWAY DEPT 1975
 DK3418'IN COLOGNE, AT JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212, AT
 DK3418'TRUNK HIGHWAY 212 MILEPOINT 138.70, 231 FEET EAST OF COUNTY ROAD 53,
 DK3418'97 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.0 FEET NORTH OF
 DK3418'WITNESS POST.
 DK3418
 DK3418                          STATION RECOVERY (2008)
 DK3418
 DK3418'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3418'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3418'THE MARK IS IN COLOGNE, AT JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK
 DK3418'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT 138.70, 231.0 FEET EAST OF
 DK3418'COUNTY ROAD 53, 97.0 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 1.0
 DK3418'FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3419 ***********************************************************************
 DK3419  DESIGNATION -  1013 AE
 DK3419  PID         -  DK3419
 DK3419  STATE/COUNTY-  MN/CARVER
 DK3419  COUNTRY     -  US
 DK3419  USGS QUAD   -  WACONIA (1993)
 DK3419
 DK3419                         *CURRENT SURVEY CONTROL
 DK3419  ______________________________________________________________________
 DK3419* NAD 83(2007) POSITION- 44 46 04.46782(N) 093 46 17.77640(W)   ADJUSTED  
 DK3419* NAD 83(2007) ELLIP HT-   264.349 (meters)        (03/13/09)   ADJUSTED
 DK3419* NAD 83(2007) EPOCH   -  2002.00
 DK3419* NAVD 88 ORTHO HEIGHT -   291.41   (meters)     956.1   (feet) LEVELING  
 DK3419  ______________________________________________________________________
 DK3419  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DK3419  NAD 83(2007) X  -   -298,373.954 (meters)                     COMP
 DK3419  NAD 83(2007) Y  - -4,526,155.413 (meters)                     COMP
 DK3419  NAD 83(2007) Z  -  4,469,259.774 (meters)                     COMP
 DK3419  LAPLACE CORR    -          7.73  (seconds)                    DEFLEC09
 DK3419  HORZ ORDER      -  FIRST
 DK3419  VERT ORDER      -  THIRD ?
 DK3419  ELLP ORDER      -  THIRD     CLASS I
 DK3419
 DK3419.The horizontal coordinates were established by GPS observations
 DK3419.and adjusted by the National Geodetic Survey in March 2009.
 DK3419
 DK3419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3419.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3419
 DK3419.The horizontal coordinates are valid at the epoch date displayed above
 DK3419.which is a decimal equivalence of Year/Month/Day.
 DK3419
 DK3419.The orthometric height was determined by differential leveling.
 DK3419.The vertical network tie was performed by a horz. field party for horz.
 DK3419.obs reductions. Reset procedures were used to establish the elevation.
 DK3419
 DK3419.Photographs are available for this station.
 DK3419
 DK3419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3419
 DK3419.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3419
 DK3419.The ellipsoidal height was determined by GPS observations
 DK3419.and is referenced to NAD 83.
 DK3419
 DK3419. The following values were computed from the NAD 83(2007) position.
 DK3419
 DK3419;                    North         East     Units Scale Factor Converg.
 DK3419;SPC MN S     -   296,461.151   818,079.573   MT  0.99993283   +0 09 36.3
 DK3419;SPC MN S     -   972,639.63  2,683,982.73   sFT  0.99993283   +0 09 36.3
 DK3419;UTM  15      - 4,957,457.968   438,940.726   MT  0.99964584   -0 32 36.3
 DK3419
 DK3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3419!SPC MN S     -   0.99995855  x   0.99993283  =   0.99989139
 DK3419!UTM  15      -   0.99995855  x   0.99964584  =   0.99960441
 DK3419
 DK3419:                Primary Azimuth Mark                     Grid Az
 DK3419:SPC MN S     -  1013 AF                                  055 43 16.2
 DK3419:UTM  15      -  1013 AF                                  056 25 28.8
 DK3419
 DK3419|---------------------------------------------------------------------|
 DK3419| PID    Reference Object                     Distance      Geod. Az  |
 DK3419|                                                           dddmmss.s |
 DK3419| DM5795 1013 AF                             APPROX. 1.0 KM 0555252.5 |
 DK3419| DK3418 1013 AD                             APPROX. 0.8 KM 2443137.6 |
 DK3419|---------------------------------------------------------------------|
 DK3419
 DK3419                          SUPERSEDED SURVEY CONTROL
 DK3419
 DK3419  NAD 83(1996)-  44 46 04.46730(N)    093 46 17.77590(W) AD(       ) 1
 DK3419  ELLIP H (01/10/08)  264.402  (m)                       GP(       ) 3 1
 DK3419
 DK3419.Superseded values are not recommended for survey control.
 DK3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3419.See file dsdata.txt to determine how the superseded data were derived.
 DK3419
 DK3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3894057457(NAD 83)
 DK3419
 DK3419_MARKER: DB = BENCH MARK DISK
 DK3419_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK3419_STAMPING: 1013 AE 1975
 DK3419_MARK LOGO: MNHD  
 DK3419_PROJECTION: RECESSED 5 CENTIMETERS
 DK3419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3419+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DK3419
 DK3419  HISTORY     - Date     Condition        Report By
 DK3419  HISTORY     - 19750401 MONUMENTED       MNHD
 DK3419  HISTORY     - 20080528 GOOD             MNDT
 DK3419
 DK3419                          STATION DESCRIPTION
 DK3419
 DK3419'DESCRIBED BY MN HIGHWAY DEPT 1975
 DK3419'0.5 MILES EAST OF COLOGNE, 0.5 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 DK3419'212 AND TRUNK HIGHWAY 284, AT TRUNK HIGHWAY 212 MILEPOINT 139.15, 88
 DK3419'FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 212, 3.8 FEET SOUTHEAST OF
 DK3419'WITNESS POST.
 DK3419
 DK3419                          STATION RECOVERY (2008)
 DK3419
 DK3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3419'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3419'THE MARK IS 0.5 MILE EAST OF COLOGNE, 0.5 MILE EAST ON TRUNK HIGHWAY
 DK3419'212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 284 IN
 DK3419'COLOGNE, AT TRUNK HIGHWAY 212 MILEPOINT 139.15, 88.0 FEET SOUTH OF
 DK3419'EASTBOUND TRUNK HIGHWAY 212, 3.8 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5795 ***********************************************************************
 DM5795  DESIGNATION -  1013 AF
 DM5795  PID         -  DM5795
 DM5795  STATE/COUNTY-  MN/CARVER
 DM5795  COUNTRY     -  US
 DM5795  USGS QUAD   -  WACONIA (1993)
 DM5795
 DM5795                         *CURRENT SURVEY CONTROL
 DM5795  ______________________________________________________________________
 DM5795* NAD 83(2007) POSITION- 44 46 23.28313(N) 093 45 38.78613(W)   ADJUSTED  
 DM5795* NAD 83(2007) ELLIP HT-   256.731 (meters)        (02/25/11)   ADJUSTED
 DM5795* NAD 83(2007) EPOCH   -  2002.00
 DM5795* NAVD 88 ORTHO HEIGHT -   283.75   (meters)     930.9   (feet) LEVELING  
 DM5795  ______________________________________________________________________
 DM5795  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DM5795  NAD 83(2007) X  -   -297,491.183 (meters)                     COMP
 DM5795  NAD 83(2007) Y  - -4,525,798.159 (meters)                     COMP
 DM5795  NAD 83(2007) Z  -  4,469,666.758 (meters)                     COMP
 DM5795  LAPLACE CORR    -          7.55  (seconds)                    DEFLEC09
 DM5795  HORZ ORDER      -  FIRST
 DM5795  VERT ORDER      -  THIRD ?
 DM5795  ELLP ORDER      -  SECOND    CLASS I
 DM5795
 DM5795.The horizontal coordinates were established by GPS observations
 DM5795.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5795
 DM5795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5795.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5795
 DM5795.The horizontal coordinates are valid at the epoch date displayed above
 DM5795.which is a decimal equivalence of Year/Month/Day.
 DM5795
 DM5795.The orthometric height was determined by differential leveling.
 DM5795.The vertical network tie was performed by a horz. field party for horz.
 DM5795.obs reductions. Reset procedures were used to establish the elevation.
 DM5795
 DM5795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5795
 DM5795.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5795
 DM5795.The ellipsoidal height was determined by GPS observations
 DM5795.and is referenced to NAD 83.
 DM5795
 DM5795. The following values were computed from the NAD 83(2007) position.
 DM5795
 DM5795;                    North         East     Units Scale Factor Converg.
 DM5795;SPC MN S     -   297,044.366   818,935.214   MT  0.99993326   +0 10 03.6
 DM5795;SPC MN S     -   974,553.06  2,686,789.95   sFT  0.99993326   +0 10 03.6
 DM5795;UTM  15      - 4,958,030.468   439,803.214   MT  0.99964456   -0 32 09.0
 DM5795
 DM5795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5795!SPC MN S     -   0.99995975  x   0.99993326  =   0.99989301
 DM5795!UTM  15      -   0.99995975  x   0.99964456  =   0.99960432
 DM5795
 DM5795:                Primary Azimuth Mark                     Grid Az
 DM5795:SPC MN S     -  1013 AE                                  235 43 16.4
 DM5795:UTM  15      -  1013 AE                                  236 25 29.0
 DM5795
 DM5795|---------------------------------------------------------------------|
 DM5795| PID    Reference Object                     Distance      Geod. Az  |
 DM5795|                                                           dddmmss.s |
 DM5795| DK3419 1013 AE                             APPROX. 1.0 KM 2355320.0 |
 DM5795|---------------------------------------------------------------------|
 DM5795
 DM5795                          SUPERSEDED SURVEY CONTROL
 DM5795
 DM5795.No superseded survey control is available for this station.
 DM5795
 DM5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3980358030(NAD 83)
 DM5795
 DM5795_MARKER: DB = BENCH MARK DISK
 DM5795_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5795_STAMPING: 1013 AF 1975
 DM5795_MARK LOGO: MNHD  
 DM5795_PROJECTION: PROJECTING 3 CENTIMETERS
 DM5795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5795+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM5795
 DM5795  HISTORY     - Date     Condition        Report By
 DM5795  HISTORY     - 19750401 MONUMENTED       MNHD
 DM5795  HISTORY     - 20080528 GOOD             MNDT
 DM5795
 DM5795                          STATION DESCRIPTION
 DM5795
 DM5795'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5795'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5795'THE MARK IS 1.3 MILES EAST OF COLOGNE, 1.3 MILES EAST ON TRUNK HIGHWAY
 DM5795'212 FROM JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 212 IN
 DM5795'COLOGNE, AT TRUNK HIGHWAY 212 MILEPOINT 139.75, 81.0 FEET SOUTH OF
 DM5795'EASTBOUND TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212 STATION 453+93, 1.2
 DM5795'FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6889 ***********************************************************************
 AE6889  DESIGNATION -  1013 AH
 AE6889  PID         -  AE6889
 AE6889  STATE/COUNTY-  MN/CARVER
 AE6889  COUNTRY     -  US
 AE6889  USGS QUAD   -  SHAKOPEE (1993)
 AE6889
 AE6889                         *CURRENT SURVEY CONTROL
 AE6889  ______________________________________________________________________
 AE6889* NAD 83(1986) POSITION- 44 47 36.     (N) 093 35 36.     (W)   SCALED    
 AE6889* NAVD 88 ORTHO HEIGHT -   223.106  (meters)     731.97  (feet) ADJUSTED  
 AE6889  ______________________________________________________________________
 AE6889  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 AE6889  DYNAMIC HEIGHT  -        223.104 (meters)      731.97  (feet) COMP
 AE6889  MODELED GRAVITY -    980,602.4   (mgal)                       NAVD 88
 AE6889
 AE6889  VERT ORDER      -  SECOND    CLASS II
 AE6889
 AE6889.The horizontal coordinates were scaled from a topographic map and have
 AE6889.an estimated accuracy of +/- 6 seconds.
 AE6889.
 AE6889.The orthometric height was determined by differential leveling and
 AE6889.adjusted in November 1999.
 AE6889
 AE6889.The dynamic height is computed by dividing the NAVD 88
 AE6889.geopotential number by the normal gravity value computed on the
 AE6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6889.degrees latitude (g = 980.6199 gals.).
 AE6889
 AE6889.The modeled gravity was interpolated from observed gravity values.
 AE6889
 AE6889;                    North         East    Units  Estimated Accuracy
 AE6889;SPC MN S     -   299,340.      832,180.      MT  (+/- 180 meters Scaled)
 AE6889
 AE6889                          SUPERSEDED SURVEY CONTROL
 AE6889
 AE6889.No superseded survey control is available for this station.
 AE6889
 AE6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK530601(NAD 83)
 AE6889
 AE6889_MARKER: DB = BENCH MARK DISK
 AE6889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6889_STAMPING: 1013 AH 1979
 AE6889_MARK LOGO: MNDT  
 AE6889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6889
 AE6889  HISTORY     - Date     Condition        Report By
 AE6889  HISTORY     - 1979     MONUMENTED       MNDT
 AE6889  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AE6889  HISTORY     - 20070906 MARK NOT FOUND   MNDT
 AE6889
 AE6889                          STATION DESCRIPTION
 AE6889
 AE6889'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6889'THE MARK IS LOCATED IN THE TOWN OF CHASKA, 0.5 MILE NORTHEAST ALONG
 AE6889'TRUNK HIGHWAY 212 FROM IT JUNCTION WITH TRUNK HIGHWAY 41, ACROSS
 AE6889'HIGHWAY 212 FROM THE CHASKA FIRE DEPARTMENT GARAGE AND IS IN THE SW
 AE6889'1/4 OF SECTION 4, T115N, R23W.  THE MARK IS 48 FEET SOUTH OF AND ABOUT
 AE6889'1 FOOT LOWER THAN THE CENTERLINE OF 212 AT MILEPOINT 148.5, 35 FEET
 AE6889'NORTH OF THE NORTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 AE6889'PACIFIC RAILROAD, 31 FEET NORTHEAST OF A POWER POLE AND 1.5 FEET NORTH
 AE6889'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM DISK
 AE6889'STAMPED---1013 AH 1979---, IS FASTENED TO THE TOP OF 17 FEET OF DRIVEN
 AE6889'ALUMINUM ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.  TWO IRON
 AE6889'PINS DRIVEN BESIDE THE MARK MAKE IT MAGNETIC.
 AE6889
 AE6889                          STATION RECOVERY (2002)
 AE6889
 AE6889'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AE6889'MARK NOT FOUND.
 AE6889
 AE6889                          STATION RECOVERY (2007)
 AE6889
 AE6889'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 AE6889'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6890 ***********************************************************************
 AE6890  DESIGNATION -  1013 AJ
 AE6890  PID         -  AE6890
 AE6890  STATE/COUNTY-  MN/CARVER
 AE6890  COUNTRY     -  US
 AE6890  USGS QUAD   -  SHAKOPEE (1993)
 AE6890
 AE6890                         *CURRENT SURVEY CONTROL
 AE6890  ______________________________________________________________________
 AE6890* NAD 83(1986) POSITION- 44 47 56.     (N) 093 35 04.     (W)   SCALED    
 AE6890* NAVD 88 ORTHO HEIGHT -   229.510  (meters)     752.98  (feet) ADJUSTED  
 AE6890  ______________________________________________________________________
 AE6890  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 AE6890  DYNAMIC HEIGHT  -        229.508 (meters)      752.98  (feet) COMP
 AE6890  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 AE6890
 AE6890  VERT ORDER      -  SECOND    CLASS II
 AE6890
 AE6890.The horizontal coordinates were scaled from a topographic map and have
 AE6890.an estimated accuracy of +/- 6 seconds.
 AE6890.
 AE6890.The orthometric height was determined by differential leveling and
 AE6890.adjusted in November 1999.
 AE6890
 AE6890.The dynamic height is computed by dividing the NAVD 88
 AE6890.geopotential number by the normal gravity value computed on the
 AE6890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6890.degrees latitude (g = 980.6199 gals.).
 AE6890
 AE6890.The modeled gravity was interpolated from observed gravity values.
 AE6890
 AE6890;                    North         East    Units  Estimated Accuracy
 AE6890;SPC MN S     -   299,960.      832,880.      MT  (+/- 180 meters Scaled)
 AE6890
 AE6890                          SUPERSEDED SURVEY CONTROL
 AE6890
 AE6890.No superseded survey control is available for this station.
 AE6890
 AE6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK537607(NAD 83)
 AE6890
 AE6890_MARKER: DB = BENCH MARK DISK
 AE6890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6890_STAMPING: 1013 AJ 1979
 AE6890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6890
 AE6890  HISTORY     - Date     Condition        Report By
 AE6890  HISTORY     - 1979     MONUMENTED       MNDT
 AE6890  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 AE6890
 AE6890                          STATION DESCRIPTION
 AE6890
 AE6890'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6890'THE MARK IS LOCATED IN THE TOWN OF CHASKA, 1.1 MILES NORTHEAST ALONG
 AE6890'TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 AND IS IN
 AE6890'THE NE 1/4 OF SECTION 4, T115N, R23W.  THE MARK IS 45 FEET SOUTH OF
 AE6890'THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT 149.1, 100 FEET EAST OF
 AE6890'STATE STREET TO THE NORTH, 39 FEET NORTH OF THE NORTH RAIL OF THE
 AE6890'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND 1 FOOT NORTH OF
 AE6890'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM DISK
 AE6890'STAMPED---1013 AJ 1979---, IS FASTENED TO THE TOP OF 23 FEET OF DRIVEN
 AE6890'ALUMINUM ROD.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND
 AE6890'HAS TWO IRON PINS DRIVEN BESIDE IT TO MAKE THE MARK MAGNETIC.
 AE6890
 AE6890                          STATION RECOVERY (2002)
 AE6890
 AE6890'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AE6890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6891 ***********************************************************************
 AE6891  DESIGNATION -  1013 AK
 AE6891  PID         -  AE6891
 AE6891  STATE/COUNTY-  MN/CARVER
 AE6891  COUNTRY     -  US
 AE6891  USGS QUAD   -  SHAKOPEE (1993)
 AE6891
 AE6891                         *CURRENT SURVEY CONTROL
 AE6891  ______________________________________________________________________
 AE6891* NAD 83(1986) POSITION- 44 48 11.     (N) 093 34 36.     (W)   SCALED    
 AE6891* NAVD 88 ORTHO HEIGHT -   231.225  (meters)     758.61  (feet) ADJUSTED  
 AE6891  ______________________________________________________________________
 AE6891  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 AE6891  DYNAMIC HEIGHT  -        231.223 (meters)      758.60  (feet) COMP
 AE6891  MODELED GRAVITY -    980,600.5   (mgal)                       NAVD 88
 AE6891
 AE6891  VERT ORDER      -  SECOND    CLASS II
 AE6891
 AE6891.The horizontal coordinates were scaled from a topographic map and have
 AE6891.an estimated accuracy of +/- 6 seconds.
 AE6891.
 AE6891.The orthometric height was determined by differential leveling and
 AE6891.adjusted in November 1999.
 AE6891
 AE6891.The dynamic height is computed by dividing the NAVD 88
 AE6891.geopotential number by the normal gravity value computed on the
 AE6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6891.degrees latitude (g = 980.6199 gals.).
 AE6891
 AE6891.The modeled gravity was interpolated from observed gravity values.
 AE6891
 AE6891;                    North         East    Units  Estimated Accuracy
 AE6891;SPC MN S     -   300,430.      833,490.      MT  (+/- 180 meters Scaled)
 AE6891
 AE6891                          SUPERSEDED SURVEY CONTROL
 AE6891
 AE6891.No superseded survey control is available for this station.
 AE6891
 AE6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK543612(NAD 83)
 AE6891
 AE6891_MARKER: DB = BENCH MARK DISK
 AE6891_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6891+WITH SETTING: INTO GROUND
 AE6891_STAMPING: 1013 AK 1979
 AE6891_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6891
 AE6891  HISTORY     - Date     Condition        Report By
 AE6891  HISTORY     - 1979     MONUMENTED       MNDT
 AE6891  HISTORY     - 20021023 GOOD             USPSQD
 AE6891
 AE6891                          STATION DESCRIPTION
 AE6891
 AE6891'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6891'THE MARK IS LOCATED IN THE TOWN OF CHASKA, NORTH OF THE GEDNEY PICKLE
 AE6891'PLANT, WHICH IS 1.55 MILES NORTHEAST ALONG TRUNK HIGHWAY 212 FROM ITS
 AE6891'FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 AND IS IN THE NW 1/4 OF
 AE6891'SECTION 3, T115N, R35W.  THE MARK IS 40 FEET SOUTH OF AND ABOUT 1 FOOT
 AE6891'LOWER THAN THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT 149.6, 40 FEET
 AE6891'NORTH OF THE NORTH RAIL OF THE CHICAGO, MILWAUKEE, ST. PAUL AND
 AE6891'PACIFIC RAILROAD AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK,
 AE6891'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---1013 AK 1979---,
 AE6891'IS FASTENED TO THE TOP OF A 8 FOOT LONG COPPER-CLAD STEEL ROD
 AE6891'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE6891'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS
 AE6891'FLUSH WITH THE SURFACE OF THE GROUND.
 AE6891
 AE6891                          STATION RECOVERY (2002)
 AE6891
 AE6891'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AE6891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6893 ***********************************************************************
 AE6893  DESIGNATION -  1013 AM
 AE6893  PID         -  AE6893
 AE6893  STATE/COUNTY-  MN/CARVER
 AE6893  COUNTRY     -  US
 AE6893  USGS QUAD   -  SHAKOPEE (1993)
 AE6893
 AE6893                         *CURRENT SURVEY CONTROL
 AE6893  ______________________________________________________________________
 AE6893* NAD 83(1986) POSITION- 44 48 25.73   (N) 093 33 40.32   (W)   HD_HELD1  
 AE6893* NAVD 88 ORTHO HEIGHT -   230.854  (meters)     757.39  (feet) ADJUSTED  
 AE6893  ______________________________________________________________________
 AE6893  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 AE6893  DYNAMIC HEIGHT  -        230.851 (meters)      757.38  (feet) COMP
 AE6893  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 AE6893
 AE6893  VERT ORDER      -  SECOND    CLASS II
 AE6893
 AE6893.The horizontal coordinates were established by differentially corrected
 AE6893.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6893.
 AE6893.The orthometric height was determined by differential leveling and
 AE6893.adjusted in November 1999.
 AE6893
 AE6893.Photographs are available for this station.
 AE6893
 AE6893.The dynamic height is computed by dividing the NAVD 88
 AE6893.geopotential number by the normal gravity value computed on the
 AE6893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6893.degrees latitude (g = 980.6199 gals.).
 AE6893
 AE6893.The modeled gravity was interpolated from observed gravity values.
 AE6893
 AE6893;                    North         East    Units  Estimated Accuracy
 AE6893;SPC MN S     -   300,889.4     834,711.5     MT  (+/- 3 meters HH1 GPS) 
 AE6893
 AE6893                          SUPERSEDED SURVEY CONTROL
 AE6893
 AE6893.No superseded survey control is available for this station.
 AE6893
 AE6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5562061680(NAD 83)
 AE6893
 AE6893_MARKER: DV = VERTICAL CONTROL DISK
 AE6893_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6893_STAMPING: 1013 AM 1979
 AE6893_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6893
 AE6893  HISTORY     - Date     Condition        Report By
 AE6893  HISTORY     - 1979     MONUMENTED       MNDT
 AE6893  HISTORY     - 20021023 GOOD             USPSQD
 AE6893
 AE6893                          STATION DESCRIPTION
 AE6893
 AE6893'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6893'THE MARK IS LOCATED 2.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 212 FROM
 AE6893'ITS JUNCTION WITH TRUNK HIGHWAY 41 IN THE TOWN OF CHASKA AND IS IN THE
 AE6893'SW 1/4 OF SECTION 35, T116N, R23W.  THE MARK IS 26 FEET SOUTH OF AND
 AE6893'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT 150.55,
 AE6893'105, FEET NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY FRAME
 AE6893'HOUSE, 44 FEET NORTHEAST OF POWER POLE NUMBER 14, 12 FEET SOUTHWEST OF
 AE6893'THE WEST END OF A TRIPLE-CABLE GUARD RAIL AND 1 FOOT NORTH OF A STEEL
 AE6893'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE6893'DISK STAMPED---1013 AM 1979---, IS FASTENED TO THE TOP OF A 8 FOOT
 AE6893'LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST
 AE6893'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6893'DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE6893
 AE6893                          STATION RECOVERY (2002)
 AE6893
 AE6893'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AE6893'MARK IN PVC PIPE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6894 ***********************************************************************
 AE6894  DESIGNATION -  1013 AN
 AE6894  PID         -  AE6894
 AE6894  STATE/COUNTY-  MN/CARVER
 AE6894  COUNTRY     -  US
 AE6894  USGS QUAD   -  SHAKOPEE (1993)
 AE6894
 AE6894                         *CURRENT SURVEY CONTROL
 AE6894  ______________________________________________________________________
 AE6894* NAD 83(1986) POSITION- 44 48 38.     (N) 093 33 04.     (W)   SCALED    
 AE6894* NAVD 88 ORTHO HEIGHT -   220.006  (meters)     721.80  (feet) ADJUSTED  
 AE6894  ______________________________________________________________________
 AE6894  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 AE6894  DYNAMIC HEIGHT  -        220.003 (meters)      721.79  (feet) COMP
 AE6894  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 AE6894
 AE6894  VERT ORDER      -  SECOND    CLASS II
 AE6894
 AE6894.The horizontal coordinates were scaled from a topographic map and have
 AE6894.an estimated accuracy of +/- 6 seconds.
 AE6894.
 AE6894.The orthometric height was determined by differential leveling and
 AE6894.adjusted in November 1999.
 AE6894
 AE6894.The dynamic height is computed by dividing the NAVD 88
 AE6894.geopotential number by the normal gravity value computed on the
 AE6894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6894.degrees latitude (g = 980.6199 gals.).
 AE6894
 AE6894.The modeled gravity was interpolated from observed gravity values.
 AE6894
 AE6894;                    North         East    Units  Estimated Accuracy
 AE6894;SPC MN S     -   301,270.      835,510.      MT  (+/- 180 meters Scaled)
 AE6894
 AE6894                          SUPERSEDED SURVEY CONTROL
 AE6894
 AE6894.No superseded survey control is available for this station.
 AE6894
 AE6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK564620(NAD 83)
 AE6894
 AE6894_MARKER: DB = BENCH MARK DISK
 AE6894_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6894_STAMPING: 1013 AN 1979
 AE6894_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6894
 AE6894  HISTORY     - Date     Condition        Report By
 AE6894  HISTORY     - 1979     MONUMENTED       MNDT
 AE6894  HISTORY     - 20021023 GOOD             USPSQD
 AE6894
 AE6894                          STATION DESCRIPTION
 AE6894
 AE6894'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6894'THE MARK IS LOCATED 3.03 MILES NORTHEAST ALONG TRUNK HIGHWAY 212 FROM
 AE6894'ITS JUNCTION WITH TRUNK HIGHWAY 41 IN CHASKA AND IS IN THE SE 1/4 OF
 AE6894'SECTION 35, T116N, R23W.  THE MARK IS 48 FEET NORTH OF AND ABOUT 1
 AE6894'FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT 151.1, 45
 AE6894'FEET SOUTHEAST OF POWER POLR NUMBER 23, 39 FEET EAST OF A FENCE
 AE6894'CORNER, 14 FEET SOUTHEAST OF A FIELD ENTRANCE AND 1 FOOT SOUTH OF A
 AE6894'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6894'MONUMENT DISK STAMPED---1013 AN 1979---, IS FASTENED TO THE TOP OF 54
 AE6894'FEET OF DRIVEN COPPER-CLAD STEEL ROD (MAGNETIC).  THE MARK IS FLUSH
 AE6894'WITH THE SURFACE OF THE GROUND.
 AE6894
 AE6894                          STATION RECOVERY (2002)
 AE6894
 AE6894'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 AE6894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1854 ***********************************************************************
 PP1854  DESIGNATION -  1013 C
 PP1854  PID         -  PP1854
 PP1854  STATE/COUNTY-  MN/CARVER
 PP1854  COUNTRY     -  US
 PP1854  USGS QUAD   -  NORWOOD (1981)
 PP1854
 PP1854                         *CURRENT SURVEY CONTROL
 PP1854  ______________________________________________________________________
 PP1854* NAD 83(2007) POSITION- 44 46 08.80332(N) 093 54 40.46918(W)   ADJUSTED  
 PP1854* NAD 83(2007) ELLIP HT-   273.497 (meters)        (02/25/11)   ADJUSTED
 PP1854* NAD 83(2007) EPOCH   -  2002.00
 PP1854* NAVD 88 ORTHO HEIGHT -   300.897  (meters)     987.19  (feet) ADJUSTED  
 PP1854  ______________________________________________________________________
 PP1854  NAD 83(2007) X  -   -309,397.870 (meters)                     COMP
 PP1854  NAD 83(2007) Y  - -4,525,327.243 (meters)                     COMP
 PP1854  NAD 83(2007) Z  -  4,469,361.235 (meters)                     COMP
 PP1854  LAPLACE CORR    -          4.24  (seconds)                    DEFLEC09
 PP1854  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 PP1854  DYNAMIC HEIGHT  -        300.870 (meters)      987.10  (feet) COMP
 PP1854  MODELED GRAVITY -    980,516.7   (mgal)                       NAVD 88
 PP1854
 PP1854  HORZ ORDER      -  FIRST
 PP1854  VERT ORDER      -  SECOND    CLASS 0
 PP1854  ELLP ORDER      -  SECOND    CLASS I
 PP1854
 PP1854.The horizontal coordinates were established by GPS observations
 PP1854.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1854
 PP1854.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1854.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1854
 PP1854.The horizontal coordinates are valid at the epoch date displayed above
 PP1854.which is a decimal equivalence of Year/Month/Day.
 PP1854
 PP1854.The orthometric height was determined by differential leveling and
 PP1854.adjusted in June 1991.
 PP1854
 PP1854.Photographs are available for this station.
 PP1854
 PP1854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1854
 PP1854.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1854
 PP1854.The ellipsoidal height was determined by GPS observations
 PP1854.and is referenced to NAD 83.
 PP1854
 PP1854.The dynamic height is computed by dividing the NAVD 88
 PP1854.geopotential number by the normal gravity value computed on the
 PP1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1854.degrees latitude (g = 980.6199 gals.).
 PP1854
 PP1854.The modeled gravity was interpolated from observed gravity values.
 PP1854
 PP1854. The following values were computed from the NAD 83(2007) position.
 PP1854
 PP1854;                    North         East     Units Scale Factor Converg.
 PP1854;SPC MN S     -   296,573.530   807,025.909   MT  0.99993293   +0 03 44.0
 PP1854;SPC MN S     -   973,008.32  2,647,717.50   sFT  0.99993293   +0 03 44.0
 PP1854;UTM  15      - 4,957,706.033   427,892.350   MT  0.99966394   -0 38 30.4
 PP1854
 PP1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1854!SPC MN S     -   0.99995712  x   0.99993293  =   0.99989005
 PP1854!UTM  15      -   0.99995712  x   0.99966394  =   0.99962107
 PP1854
 PP1854                          SUPERSEDED SURVEY CONTROL
 PP1854
 PP1854  NAVD 88 (02/25/11)  300.90   (m)          987.2    (f) LEVELING    3  
 PP1854  NGVD 29 (??/??/92)  300.815  (m)          986.92   (f) ADJ UNCH    2 0
 PP1854
 PP1854.Superseded values are not recommended for survey control.
 PP1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1854.See file dsdata.txt to determine how the superseded data were derived.
 PP1854
 PP1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2789257706(NAD 83)
 PP1854
 PP1854_MARKER: DB = BENCH MARK DISK
 PP1854_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1854_STAMPING: 1013 C 1970
 PP1854_MARK LOGO: MNHD  
 PP1854_PROJECTION: RECESSED 5 CENTIMETERS
 PP1854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1854+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 PP1854
 PP1854  HISTORY     - Date     Condition        Report By
 PP1854  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1854  HISTORY     - 20080609 GOOD             MNDT
 PP1854
 PP1854                          STATION DESCRIPTION
 PP1854
 PP1854'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1854'0.9 MI W FROM NORWOOD.
 PP1854'MARK IS LOCATED 0.3 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION
 PP1854'OF COUNTY ROAD 31 IN THE TOWN OF NORWOOD, THENCE, EAST 0.9 MILES ALONG
 PP1854'T.H. 212, 0.3 MILES EAST OF A RAILROAD CROSSING (NORTH-SOUTH), 650
 PP1854'FEET WEST-NORTHWEST OF COUNTY ROAD 134, 135 FEET WEST-NORTHWEST OF A 5
 PP1854'FOOT CONCRETE CULVERT, 60 FEET NORTH OF T.H. 212 WESTBOUND CENTERLINE,
 PP1854'0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT ABOUT 2
 PP1854'FEET HIGHER THAN T.H. 212, SET FLUSH WITH THE GROUND. NE 1/4 SECTION
 PP1854'14, T 115N, R 26W.
 PP1854
 PP1854                          STATION RECOVERY (2008)
 PP1854
 PP1854'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1854'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1854'THE MARK IS 0.9 MILE EAST OF NORWOOD YOUNG AMERICA, 1.26 MILES
 PP1854'SOUTHEAST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY
 PP1854'212 AND TRUNK HIGHWAY 5 IN NORWOOD YOUNG AMERICA, AT TRUNK HIGHWAY 212
 PP1854'MILEPOINT 132.15, 650.0 FEET WEST-NORTHWEST OF COUNTY ROAD 74, 135.0
 PP1854'FEET WEST-NORTHWEST OF 5 FOOT CONCRETE CULVERT, 60.0 FEET NORTHWEST OF
 PP1854'WESTBOUND TRUNK HIGHWAY 212, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1858 ***********************************************************************
 PP1858  DESIGNATION -  1013 E
 PP1858  PID         -  PP1858
 PP1858  STATE/COUNTY-  MN/CARVER
 PP1858  COUNTRY     -  US
 PP1858  USGS QUAD   -  WACONIA (1993)
 PP1858
 PP1858                         *CURRENT SURVEY CONTROL
 PP1858  ______________________________________________________________________
 PP1858* NAD 83(1986) POSITION- 44 46 04.     (N) 093 51 43.     (W)   SCALED    
 PP1858* NAVD 88 ORTHO HEIGHT -   301.060  (meters)     987.73  (feet) ADJUSTED  
 PP1858  ______________________________________________________________________
 PP1858  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 PP1858  DYNAMIC HEIGHT  -        301.036 (meters)      987.65  (feet) COMP
 PP1858  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 PP1858
 PP1858  VERT ORDER      -  SECOND    CLASS 0
 PP1858
 PP1858.The horizontal coordinates were scaled from a topographic map and have
 PP1858.an estimated accuracy of +/- 6 seconds.
 PP1858.
 PP1858.The orthometric height was determined by differential leveling and
 PP1858.adjusted in June 1991.
 PP1858
 PP1858.The dynamic height is computed by dividing the NAVD 88
 PP1858.geopotential number by the normal gravity value computed on the
 PP1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1858.degrees latitude (g = 980.6199 gals.).
 PP1858
 PP1858.The modeled gravity was interpolated from observed gravity values.
 PP1858
 PP1858;                    North         East    Units  Estimated Accuracy
 PP1858;SPC MN S     -   296,430.      810,930.      MT  (+/- 180 meters Scaled)
 PP1858
 PP1858                          SUPERSEDED SURVEY CONTROL
 PP1858
 PP1858  NGVD 29 (??/??/92)  300.988  (m)          987.49   (f) ADJ UNCH    2 0
 PP1858
 PP1858.Superseded values are not recommended for survey control.
 PP1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1858.See file dsdata.txt to determine how the superseded data were derived.
 PP1858
 PP1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK317575(NAD 83)
 PP1858
 PP1858_MARKER: DD = SURVEY DISK
 PP1858_SETTING: 0 = UNSPECIFIED SETTING
 PP1858_STAMPING: 1013-E 1970
 PP1858_MARK LOGO: MNHD  
 PP1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1858
 PP1858  HISTORY     - Date     Condition        Report By
 PP1858  HISTORY     - 1970     MONUMENTED       MNDT
 PP1858  HISTORY     - 1971     GOOD             MNDT
 PP1858  HISTORY     - 1976     MARK NOT FOUND   USGS
 PP1858  HISTORY     - 20080409 MARK NOT FOUND   MNDT
 PP1858
 PP1858                          STATION DESCRIPTION
 PP1858
 PP1858'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1858'0.75 MI NW FROM BONGARDS.
 PP1858'MARK IS LOCATED 0.4 MILES NORTH ALONG COUNTY ROAD 51 FROM THE RAILROAD
 PP1858'CROSSING IN BONGARDS, THENCE 0.65 MILES WEST ALONG T.H. 212, ABOUT 231
 PP1858'FEET NORTH OF FUTURE T.H. 212 EAST BOUND CENTERLINE, STATION 177+21, 6
 PP1858'FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A STEEL
 PP1858'WITNESS POST, ABOUT LEVEL WITH THE ROADWAY AND FLUSH WITH THE GROUND.
 PP1858'NW 1/4 SECTION 17, T 115N, R 25W.
 PP1858
 PP1858                          STATION RECOVERY (1976)
 PP1858
 PP1858'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 PP1858'MARK NOT FOUND.
 PP1858
 PP1858                          STATION RECOVERY (2008)
 PP1858
 PP1858'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1858'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1874 ***********************************************************************
 PP1874  DESIGNATION -  1013 H
 PP1874  PID         -  PP1874
 PP1874  STATE/COUNTY-  MN/CARVER
 PP1874  COUNTRY     -  US
 PP1874  USGS QUAD   -  VICTORIA (1993)
 PP1874
 PP1874                         *CURRENT SURVEY CONTROL
 PP1874  ______________________________________________________________________
 PP1874* NAD 83(2007) POSITION- 44 46 33.17994(N) 093 40 01.51394(W)   ADJUSTED  
 PP1874* NAD 83(2007) ELLIP HT-   255.925 (meters)        (02/25/11)   ADJUSTED
 PP1874* NAD 83(2007) EPOCH   -  2002.00
 PP1874* NAVD 88 ORTHO HEIGHT -   282.723  (meters)     927.57  (feet) ADJUSTED  
 PP1874  ______________________________________________________________________
 PP1874  NAD 83(2007) X  -   -290,076.668 (meters)                     COMP
 PP1874  NAD 83(2007) Y  - -4,526,063.239 (meters)                     COMP
 PP1874  NAD 83(2007) Z  -  4,469,883.070 (meters)                     COMP
 PP1874  LAPLACE CORR    -          3.36  (seconds)                    DEFLEC09
 PP1874  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 PP1874  DYNAMIC HEIGHT  -        282.717 (meters)      927.55  (feet) COMP
 PP1874  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 PP1874
 PP1874  HORZ ORDER      -  FIRST
 PP1874  VERT ORDER      -  SECOND    CLASS 0
 PP1874  ELLP ORDER      -  SECOND    CLASS I
 PP1874
 PP1874.The horizontal coordinates were established by GPS observations
 PP1874.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1874
 PP1874.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1874.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1874
 PP1874.The horizontal coordinates are valid at the epoch date displayed above
 PP1874.which is a decimal equivalence of Year/Month/Day.
 PP1874
 PP1874.The orthometric height was determined by differential leveling and
 PP1874.adjusted in June 1991.
 PP1874
 PP1874.Photographs are available for this station.
 PP1874
 PP1874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1874
 PP1874.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1874
 PP1874.The ellipsoidal height was determined by GPS observations
 PP1874.and is referenced to NAD 83.
 PP1874
 PP1874.The dynamic height is computed by dividing the NAVD 88
 PP1874.geopotential number by the normal gravity value computed on the
 PP1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1874.degrees latitude (g = 980.6199 gals.).
 PP1874
 PP1874.The modeled gravity was interpolated from observed gravity values.
 PP1874
 PP1874. The following values were computed from the NAD 83(2007) position.
 PP1874
 PP1874;                    North         East     Units Scale Factor Converg.
 PP1874;SPC MN S     -   297,375.797   826,349.423   MT  0.99993349   +0 14 00.1
 PP1874;SPC MN S     -   975,640.43  2,711,114.73   sFT  0.99993349   +0 14 00.1
 PP1874;UTM  15      - 4,958,270.789   447,218.751   MT  0.99963426   -0 28 11.5
 PP1874
 PP1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1874!SPC MN S     -   0.99995987  x   0.99993349  =   0.99989337
 PP1874!UTM  15      -   0.99995987  x   0.99963426  =   0.99959415
 PP1874
 PP1874                          SUPERSEDED SURVEY CONTROL
 PP1874
 PP1874  NAVD 88 (02/25/11)  282.72   (m)          927.6    (f) LEVELING    3  
 PP1874  NGVD 29 (??/??/92)  282.679  (m)          927.42   (f) ADJ UNCH    2 0
 PP1874
 PP1874.Superseded values are not recommended for survey control.
 PP1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1874.See file dsdata.txt to determine how the superseded data were derived.
 PP1874
 PP1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4721858270(NAD 83)
 PP1874
 PP1874_MARKER: DB = BENCH MARK DISK
 PP1874_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1874_STAMPING: 1013 H 1968
 PP1874_MARK LOGO: MNHD  
 PP1874_PROJECTION: FLUSH
 PP1874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1874+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2010
 PP1874
 PP1874  HISTORY     - Date     Condition        Report By
 PP1874  HISTORY     - 19680401 MONUMENTED       MNHD
 PP1874  HISTORY     - 1970     GOOD             MNDT
 PP1874  HISTORY     - 20021023 POOR             USPSQD
 PP1874  HISTORY     - 20040419 GOOD             USPSQD
 PP1874  HISTORY     - 20080610 GOOD             MNDT
 PP1874  HISTORY     - 20101012 GOOD             WOOLPT
 PP1874
 PP1874                          STATION DESCRIPTION
 PP1874
 PP1874'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1874'3.7 MI W FROM CHASKA.
 PP1874'MARK IS LOCATED 3.7 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PP1874'T.H. 41 AT CHASKA, 1.2 MILES WEST OF THE JUNCTION OF COUNTY ROAD 147,
 PP1874'130 FEET WEST OF A FARM ENTRANCE SOUTH, 51 FEET SOUTH OF T.H. 212, 5
 PP1874'FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT NORTH OF A STEEL WITNESS
 PP1874'POST, IN A CONCRETE MONUMENT ABOUT EVEN WITH THE ROADWAY AND FLUSH
 PP1874'WITH THE GROUND.  NE 1/4 SECTION 14, T 115N, R 24W.
 PP1874
 PP1874                          STATION RECOVERY (2002)
 PP1874
 PP1874'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 PP1874'MARKER STAMPING HARD TO READ, DAMAGED
 PP1874
 PP1874                          STATION RECOVERY (2004)
 PP1874
 PP1874'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1874'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1874
 PP1874                          STATION RECOVERY (2008)
 PP1874
 PP1874'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1874'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1874'THE MARK IS 0.82 MILE EAST OF DAHLGREN, 0.8 MILE EAST ON TRUNK HIGHWAY
 PP1874'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 43 IN
 PP1874'DAHLGREN, AT TRUNK HIGHWAY 212 MILEPOINT 144.4, 130.0 FEET WEST OF
 PP1874'FARM ENTRANCE SOUTH, 51.0 FEET SOUTH OF TRUNK HIGHWAY 212, 5.0 FEET
 PP1874'NORTHEAST OF TELEPHONE POLE, 1.0 FOOT NORTH OF WITNESS POST.
 PP1874
 PP1874                          STATION RECOVERY (2010)
 PP1874
 PP1874'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PP1874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1964 ***********************************************************************
 PP1964  DESIGNATION -  1013 L
 PP1964  PID         -  PP1964
 PP1964  STATE/COUNTY-  MN/CARVER
 PP1964  COUNTRY     -  US
 PP1964  USGS QUAD   -  SHAKOPEE (1993)
 PP1964
 PP1964                         *CURRENT SURVEY CONTROL
 PP1964  ______________________________________________________________________
 PP1964* NAD 83(1986) POSITION- 44 49 20.     (N) 093 34 27.     (W)   SCALED    
 PP1964* NAVD 88 ORTHO HEIGHT -   284.138  (meters)     932.21  (feet) ADJUSTED  
 PP1964  ______________________________________________________________________
 PP1964  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 PP1964  DYNAMIC HEIGHT  -        284.136 (meters)      932.20  (feet) COMP
 PP1964  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 PP1964
 PP1964  VERT ORDER      -  SECOND    CLASS 0
 PP1964
 PP1964.The horizontal coordinates were scaled from a topographic map and have
 PP1964.an estimated accuracy of +/- 6 seconds.
 PP1964.
 PP1964.The orthometric height was determined by differential leveling and
 PP1964.adjusted in June 1991.
 PP1964
 PP1964.The dynamic height is computed by dividing the NAVD 88
 PP1964.geopotential number by the normal gravity value computed on the
 PP1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1964.degrees latitude (g = 980.6199 gals.).
 PP1964
 PP1964.The modeled gravity was interpolated from observed gravity values.
 PP1964
 PP1964;                    North         East    Units  Estimated Accuracy
 PP1964;SPC MN S     -   302,560.      833,680.      MT  (+/- 180 meters Scaled)
 PP1964
 PP1964                          SUPERSEDED SURVEY CONTROL
 PP1964
 PP1964  NGVD 29 (??/??/92)  284.094  (m)          932.07   (f) ADJ UNCH    2 0
 PP1964
 PP1964.Superseded values are not recommended for survey control.
 PP1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1964.See file dsdata.txt to determine how the superseded data were derived.
 PP1964
 PP1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK546633(NAD 83)
 PP1964
 PP1964_MARKER: DD = SURVEY DISK
 PP1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1964_STAMPING: 1013-L 1970
 PP1964_MARK LOGO: MNHD  
 PP1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1964+STABILITY: SURFACE MOTION
 PP1964
 PP1964  HISTORY     - Date     Condition        Report By
 PP1964  HISTORY     - 1970     MONUMENTED       MNDT
 PP1964  HISTORY     - 20080408 MARK NOT FOUND   MNDT
 PP1964
 PP1964                          STATION DESCRIPTION
 PP1964
 PP1964'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1964'IN CHASKA.
 PP1964'MARK IS LOCATED IN THE VILLAGE OF CHASKA, 1.5 MILES FROM T.H. 41
 PP1964'NORTHEAST ALONG T.H. 212, THENCE 1.4 MILES NORTH ALONG COUNTY ROAD 17,
 PP1964'0.18 MILES SOUTHWEST OF THE JUNCTION OF COUNTY ROAD 17 AND COUNTY ROAD
 PP1964'41, 33 FEET WEST OF COUNTY ROAD 17 CENTERLINE, 5 FEET NORTH OF A POWER
 PP1964'POLE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 PP1964'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 27, T
 PP1964'116N, R 23W.
 PP1964
 PP1964                          STATION RECOVERY (2008)
 PP1964
 PP1964'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1964'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1960 ***********************************************************************
 PP1960  DESIGNATION -  1013 Q
 PP1960  PID         -  PP1960
 PP1960  STATE/COUNTY-  MN/CARVER
 PP1960  COUNTRY     -  US
 PP1960  USGS QUAD   -  SHAKOPEE (1993)
 PP1960
 PP1960                         *CURRENT SURVEY CONTROL
 PP1960  ______________________________________________________________________
 PP1960* NAD 83(1986) POSITION- 44 49 30.     (N) 093 32 16.     (W)   SCALED    
 PP1960* NAVD 88 ORTHO HEIGHT -   283.643  (meters)     930.59  (feet) ADJUSTED  
 PP1960  ______________________________________________________________________
 PP1960  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 PP1960  DYNAMIC HEIGHT  -        283.639 (meters)      930.57  (feet) COMP
 PP1960  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 PP1960
 PP1960  VERT ORDER      -  SECOND    CLASS 0
 PP1960
 PP1960.The horizontal coordinates were scaled from a topographic map and have
 PP1960.an estimated accuracy of +/- 6 seconds.
 PP1960.
 PP1960.The orthometric height was determined by differential leveling and
 PP1960.adjusted in June 1991.
 PP1960
 PP1960.Photographs are available for this station.
 PP1960
 PP1960.The dynamic height is computed by dividing the NAVD 88
 PP1960.geopotential number by the normal gravity value computed on the
 PP1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1960.degrees latitude (g = 980.6199 gals.).
 PP1960
 PP1960.The modeled gravity was interpolated from observed gravity values.
 PP1960
 PP1960;                    North         East    Units  Estimated Accuracy
 PP1960;SPC MN S     -   302,880.      836,550.      MT  (+/- 180 meters Scaled)
 PP1960
 PP1960                          SUPERSEDED SURVEY CONTROL
 PP1960
 PP1960  NGVD 29 (??/??/92)  283.597  (m)          930.43   (f) ADJ UNCH    2 0
 PP1960
 PP1960.Superseded values are not recommended for survey control.
 PP1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1960.See file dsdata.txt to determine how the superseded data were derived.
 PP1960
 PP1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK574636(NAD 83)
 PP1960
 PP1960_MARKER: DB = BENCH MARK DISK
 PP1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1960_STAMPING: 1013 Q 1970
 PP1960_MARK LOGO: MNDT  
 PP1960_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1960+STABILITY: SURFACE MOTION
 PP1960
 PP1960  HISTORY     - Date     Condition        Report By
 PP1960  HISTORY     - 1970     MONUMENTED       MNDT
 PP1960  HISTORY     - 1979     GOOD             MNDT
 PP1960  HISTORY     - 20021023 GOOD             USPSQD
 PP1960
 PP1960                          STATION DESCRIPTION
 PP1960
 PP1960'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1960'1.95 MI N FROM SHAKOPEE.
 PP1960'IN CHANHASSEN TOWNSHIP, 2.3 MILES NORTH ALONG T.H. 101 FROM THE
 PP1960'JUNCTION OF T.H. 101 AND T.H. 169, IN SHAKOPEE, 0.1 MILES SOUTH OF
 PP1960'COUNTY ROAD 14, 135 FEET SOUTH OF THE WEST END OF A METAL CULVERT, 31
 PP1960'FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF T.H. 101, 2 FEET
 PP1960'EAST OF A PROPERTY FENCE (HALLA NURSERY), 1 FOOT EAST OF A STEEL
 PP1960'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 7 INS.
 PP1960'BELOW GROUND.  CORNER OF S.W. 1/4, SEC 25, T 116N, R 23W.
 PP1960
 PP1960                          STATION RECOVERY (1979)
 PP1960
 PP1960'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1960'THE MARK IS LOCATED 3.4 MILES NORTHEAST ALONG TRUNK HIGHWAY 212 FROM
 PP1960'ITS JUNCTION WITH TRUNK HIGHWAY 41 IN CHASKA TO ITS JUNCTION WITH
 PP1960'TRUNK HIGHWAY 101, THENCE NORTH ALONG HIGHWAY 101 FOR 1.05 MILES, AND
 PP1960'IS 0.1 MILE SOUTH OF COUNTY ROAD 14 AND IS IN THE SW 1/4 OF SECTION
 PP1960'25, T116N, R23W.  THE MARK IS 31 FEET WEST OF THE CENTERLINE OF
 PP1960'HIGHWAY 101, 135 FEET SOUTH OF THE WEST END OF A METAL CULVERT, 2 FEET
 PP1960'EAST OF A PROPERTY FENCE OF HALLA NURSERY AND 1 FOOT EAST OF A STEEL
 PP1960'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1960'STAMPED---1013-Q-1970---, IS SET IN THE TOP OF A 6 FOOT LONG
 PP1960'REINFORCED (MAGNETIC) PRECAST CONCRETE POST.  THE MARK IS BURIED 7
 PP1960'INCHES BELOW THE SURFACE OF THE GROUND.
 PP1960
 PP1960                          STATION RECOVERY (2002)
 PP1960
 PP1960'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 PP1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1959 ***********************************************************************
 PP1959  DESIGNATION -  1013 R
 PP1959  PID         -  PP1959
 PP1959  STATE/COUNTY-  MN/CARVER
 PP1959  COUNTRY     -  US
 PP1959  USGS QUAD   -  SHAKOPEE (1993)
 PP1959
 PP1959                         *CURRENT SURVEY CONTROL
 PP1959  ______________________________________________________________________
 PP1959* NAD 83(1986) POSITION- 44 49 33.     (N) 093 31 54.     (W)   SCALED    
 PP1959* NAVD 88 ORTHO HEIGHT -   280.368  (meters)     919.84  (feet) ADJUSTED  
 PP1959  ______________________________________________________________________
 PP1959  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PP1959  DYNAMIC HEIGHT  -        280.364 (meters)      919.83  (feet) COMP
 PP1959  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 PP1959
 PP1959  VERT ORDER      -  SECOND    CLASS 0
 PP1959
 PP1959.The horizontal coordinates were scaled from a topographic map and have
 PP1959.an estimated accuracy of +/- 6 seconds.
 PP1959.
 PP1959.The orthometric height was determined by differential leveling and
 PP1959.adjusted in June 1991.
 PP1959
 PP1959.The dynamic height is computed by dividing the NAVD 88
 PP1959.geopotential number by the normal gravity value computed on the
 PP1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1959.degrees latitude (g = 980.6199 gals.).
 PP1959
 PP1959.The modeled gravity was interpolated from observed gravity values.
 PP1959
 PP1959;                    North         East    Units  Estimated Accuracy
 PP1959;SPC MN S     -   302,980.      837,040.      MT  (+/- 180 meters Scaled)
 PP1959
 PP1959                          SUPERSEDED SURVEY CONTROL
 PP1959
 PP1959  NGVD 29 (??/??/92)  280.320  (m)          919.68   (f) ADJ UNCH    2 0
 PP1959
 PP1959.Superseded values are not recommended for survey control.
 PP1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1959.See file dsdata.txt to determine how the superseded data were derived.
 PP1959
 PP1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK579637(NAD 83)
 PP1959
 PP1959_MARKER: DB = BENCH MARK DISK
 PP1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1959_STAMPING: 1013 R 1970
 PP1959_MARK LOGO: MNHD  
 PP1959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1959+STABILITY: SURFACE MOTION
 PP1959
 PP1959  HISTORY     - Date     Condition        Report By
 PP1959  HISTORY     - 1970     MONUMENTED       MNDT
 PP1959  HISTORY     - 1979     GOOD             MNDT
 PP1959  HISTORY     - 20021023 MARK NOT FOUND   USPSQD
 PP1959  HISTORY     - 20080507 MARK NOT FOUND   MNDT
 PP1959
 PP1959                          STATION DESCRIPTION
 PP1959
 PP1959'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1959'1.9 MI N FROM SHAKOPEE.
 PP1959'IN CHANHASSEN TOWNSHIP, 2.4 MILES NORTH ALONG T.H. 101 FROM THE
 PP1959'JUNCTION OF T.H. 101 AND T.H. 169 IN SHAKOPEE, THENCE, 0.25 MILES EAST
 PP1959'ALONG COUNTY ROAD 14 (AT A CURVE SOUTH), 175 FEET NORTH OF A 1-STORY
 PP1959'FRAME HOUSE, 106 FEET NORTH OF A WELL AND WINDMILL, 48 FEET SOUTHWEST
 PP1959'OF AND 3 FEET HIGHER THAN THE CENTERLINE OF COUNTY ROAD 14, 29 FEET
 PP1959'SOUTH OF A TELEPHONE POLE, 20 FEET NORTH OF THE CENTER OF A DRIVEWAY,
 PP1959'6 FEET SOUTH OF AN EAST-WEST TREE LINE, 3 FEET SOUTH OF A STEEL
 PP1959'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 1 INCH
 PP1959'BELOW GROUND.  CORNER OF S.W. 1/4, SEC 25, T 116N, R 23W. NOTE-- THIS
 PP1959'MARK IS 0.5 MILES WEST OF THE CARVER-HENNEPIN COUNTY LINE.
 PP1959
 PP1959                          STATION RECOVERY (1979)
 PP1959
 PP1959'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1959'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN, IN THE SOUTHWEST 1/4 OF
 PP1959'SECTION 25, T116N, R23W, WHICH IS 3.4 MILES NORTHEAST ALONG TRUNK
 PP1959'HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN CHASKA, TO THE
 PP1959'JUNCTION WITH TRUNK HIGHWAY 101, THENCE NORTHERLY ALONG HIGHWAY 101
 PP1959'FOR 1.15 MILES TO ITS INTERSECTION WITH COUNTY ROAD 14, THENCE EAST
 PP1959'ALONG COUNTY ROAD 14 FOR 0.25 MILE AND THE MARK ON THE RIGHT.  THE
 PP1959'MARK IS 48 FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD 14, 175
 PP1959'FEET NORTH OF A ONE STORY FRAME HOUSE, 106 FEET NORTH OF A WELL WITH A
 PP1959'WINDMILL, 20 FEET NORTH OF CENTER OF DRIVEWAY, 6 FEET SOUTH OF
 PP1959'EAST-WEST TREE LINE AND 3 FEET SOUTH OF A STEEL WITNESS POST. THE
 PP1959'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1013 R 1970---, IS SET
 PP1959'IN THE TOP OF A 6 FOOT LONG PRECAST REINFORCED (MAGNETIC) CONCRETE
 PP1959'POST.  THE MARK IS BURIED 1 INCH BELOW THE SURFACE OF THE GROUND.
 PP1959
 PP1959                          STATION RECOVERY (2002)
 PP1959
 PP1959'RECOVERY NOTE BY US POWER SQUADRON 2002 (DL)
 PP1959'DEVELOPMENT IN AREA WITH ALL NEW HOMES AND ROADS.
 PP1959
 PP1959                          STATION RECOVERY (2008)
 PP1959
 PP1959'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1959'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH2343 ***********************************************************************
 AH2343  DESIGNATION -  1013 T
 AH2343  PID         -  AH2343
 AH2343  STATE/COUNTY-  MN/CARVER
 AH2343  COUNTRY     -  US
 AH2343  USGS QUAD   -  NORWOOD (1981)
 AH2343
 AH2343                         *CURRENT SURVEY CONTROL
 AH2343  ______________________________________________________________________
 AH2343* NAD 83(1986) POSITION- 44 46 04.58   (N) 093 58 09.69   (W)   HD_HELD1  
 AH2343* NAVD 88 ORTHO HEIGHT -   303.572  (meters)     995.97  (feet) ADJUSTED  
 AH2343  ______________________________________________________________________
 AH2343  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AH2343  DYNAMIC HEIGHT  -        303.543 (meters)      995.87  (feet) COMP
 AH2343  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 AH2343
 AH2343  VERT ORDER      -  SECOND    CLASS I
 AH2343
 AH2343.The horizontal coordinates were established by differentially corrected
 AH2343.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH2343.
 AH2343.The orthometric height was determined by differential leveling and
 AH2343.adjusted in September 2010.
 AH2343
 AH2343.Photographs are available for this station.
 AH2343
 AH2343.The dynamic height is computed by dividing the NAVD 88
 AH2343.geopotential number by the normal gravity value computed on the
 AH2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2343.degrees latitude (g = 980.6199 gals.).
 AH2343
 AH2343.The modeled gravity was interpolated from observed gravity values.
 AH2343
 AH2343;                    North         East    Units  Estimated Accuracy
 AH2343;SPC MN S     -   296,439.8     802,425.6     MT  (+/- 3 meters HH1 GPS) 
 AH2343
 AH2343                          SUPERSEDED SURVEY CONTROL
 AH2343
 AH2343  NAVD 88 (03/03/00)  303.564  (m)          995.94   (f) SUPERSEDED  2 2
 AH2343
 AH2343.Superseded values are not recommended for survey control.
 AH2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2343.See file dsdata.txt to determine how the superseded data were derived.
 AH2343
 AH2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2329157628(NAD 83)
 AH2343
 AH2343_MARKER: DB = BENCH MARK DISK
 AH2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2343_STAMPING: 1013 T 1970
 AH2343_MARK LOGO: MNDT  
 AH2343_PROJECTION: FLUSH
 AH2343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2343+STABILITY: SURFACE MOTION
 AH2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2343+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2003
 AH2343
 AH2343  HISTORY     - Date     Condition        Report By
 AH2343  HISTORY     - 1970     MONUMENTED       MNDT
 AH2343  HISTORY     - 1979     GOOD             MNDT
 AH2343  HISTORY     - 20031217 GOOD             MNDT
 AH2343
 AH2343                          STATION DESCRIPTION
 AH2343
 AH2343'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AH2343'THE MARK IS LOCATED ABOUT 1-1/2 MILES WEST OF THE TOWN OF NORWOOD IN
 AH2343'THE SW 1/4 OF SECTION 16, T115N, R26W.  THE MARK IS 0.4 NORTH ALONG
 AH2343'COUNTY ROAD 33 FROM THE POST OFFICE IN NORWOOD TO THE JUNCTION OF
 AH2343'TRUNK HIGHWAY 212, THENCE WEST ALONG HIGHWAY 212 FOR 2.1 MILES.  THE
 AH2343'MARK IS ALSO 0.5 MILE EAST OF THE WEST JUNCTION OF TRUNK HIGHWAYS 5,
 AH2343'25 AND 212.  THE MARK IS 70 FEET SOUTH OF THE CENTERLINE OF EASTBOUND
 AH2343'HIGHWAY 212 AT ENGINEERS STATION 1448+03 AND MILEPOINT 129.4, 55 FEET
 AH2343'EAST OF A POWER POLE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE
 AH2343'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1013 T 1970---, IS SET
 AH2343'IN THE TOP OF A PRECAST REINFORCED (MAGNETIC) CONCRETE POST THAT IS
 AH2343'FLUSH WITH THE SURFACE OF THE GROUND.
 AH2343
 AH2343                          STATION RECOVERY (2003)
 AH2343
 AH2343'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 AH2343'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH2343' 
 AH2343'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF PLATO, 2.4 MI
 AH2343'(3.9 KM) NORTH OF HAMBURG AND 2.1 MI (3.4 KM) WEST OF NORWOOD.
 AH2343' 
 AH2343'THE MARK IS 2 MI (3.2 KM) WEST OF NORWOOD, 2.1 MI (3.4 KM) WEST OF THE
 AH2343'JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 33, OR 0.60 MI (1.0 KM)
 AH2343'(0.97 KM) EAST OF TRUNK HIGHWAY 212/TRUNK HIGHWAY 5/25, 70 FT (21.3 M)
 AH2343'(21.3 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 AH2343'MILE POINT 129.4, 55 FT (16.8 M) EAST OF POWER POLE, 3 FT (0.9 M)
 AH2343'NORTH OF AN EAST-WEST FENCE LINE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AH2343'POST.  A 4 FT (1.2 M)
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH2342 ***********************************************************************
 AH2342  DESIGNATION -  1013 U
 AH2342  PID         -  AH2342
 AH2342  STATE/COUNTY-  MN/CARVER
 AH2342  COUNTRY     -  US
 AH2342  USGS QUAD   -  NORWOOD (1981)
 AH2342
 AH2342                         *CURRENT SURVEY CONTROL
 AH2342  ______________________________________________________________________
 AH2342* NAD 83(1986) POSITION- 44 46 04.66   (N) 093 57 36.78   (W)   HD_HELD1  
 AH2342* NAVD 88 ORTHO HEIGHT -   303.398  (meters)     995.40  (feet) ADJUSTED  
 AH2342  ______________________________________________________________________
 AH2342  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 AH2342  DYNAMIC HEIGHT  -        303.369 (meters)      995.30  (feet) COMP
 AH2342  MODELED GRAVITY -    980,513.5   (mgal)                       NAVD 88
 AH2342
 AH2342  VERT ORDER      -  SECOND    CLASS II
 AH2342
 AH2342.The horizontal coordinates were established by differentially corrected
 AH2342.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH2342.
 AH2342.The orthometric height was determined by differential leveling and
 AH2342.adjusted in March 2000.
 AH2342
 AH2342.Photographs are available for this station.
 AH2342
 AH2342.The dynamic height is computed by dividing the NAVD 88
 AH2342.geopotential number by the normal gravity value computed on the
 AH2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2342.degrees latitude (g = 980.6199 gals.).
 AH2342
 AH2342.The modeled gravity was interpolated from observed gravity values.
 AH2342
 AH2342;                    North         East    Units  Estimated Accuracy
 AH2342;SPC MN S     -   296,442.6     803,149.2     MT  (+/- 3 meters HH1 GPS) 
 AH2342
 AH2342                          SUPERSEDED SURVEY CONTROL
 AH2342
 AH2342.No superseded survey control is available for this station.
 AH2342
 AH2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2401557622(NAD 83)
 AH2342
 AH2342_MARKER: DB = BENCH MARK DISK
 AH2342_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH2342_STAMPING: 1013 U 1970
 AH2342_MARK LOGO: MNHD  
 AH2342_PROJECTION: FLUSH
 AH2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2342+STABILITY: SURFACE MOTION
 AH2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2342+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 AH2342
 AH2342  HISTORY     - Date     Condition        Report By
 AH2342  HISTORY     - 1970     MONUMENTED       MNDT
 AH2342  HISTORY     - 1979     GOOD             MNDT
 AH2342  HISTORY     - 20030623 GOOD             MNDT
 AH2342  HISTORY     - 20031217 GOOD             MNDT
 AH2342  HISTORY     - 20080609 GOOD             MNDT
 AH2342
 AH2342                          STATION DESCRIPTION
 AH2342
 AH2342'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AH2342'THE MARK IS LOCATED ABOUT 1 MILE WEST OF THE TOWN OF NORWOOD IN THE SE
 AH2342'1/4 OF SECTION 16, T115N, R36W.  THE MARK IS 0.4 MILE NORTH ALONG
 AH2342'COUNTY ROAD 33 FROM THE POST OFFICE IN NORWOOD TO THE JUNCTION OF
 AH2342'TRUNK HIGHWAY 212, THENCE WEST ALONG HIGHWAY 212 FOR 1.65 MILES.  THE
 AH2342'MARK IS 89 FEET SOUTH OF THE EASTBOUND CENTERLINE OF HIGHWAY 212 AT
 AH2342'ENGINEERS STATION 1473+64 AND MILEPOINT 129.8, 70 FEET WEST OF A POWER
 AH2342'POLE, 21 FEET EAST OF A FENCE CORNER, 6 FEET SOUTH OF AN EAST-WEST
 AH2342'FENCE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AH2342'MNDT BENCH MARK DISK STAMPED---1013 U 1970---, IS SET IN THE TOP OF A
 AH2342'PRECAST REINFORCED (MAGNETIC) CONCRETE POST THAT IS FLUSH WITH THE
 AH2342'SURFACE OF THE GROUND.
 AH2342
 AH2342                          STATION RECOVERY (2003)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (SCH)
 AH2342'1.5 MILES WEST OF NORWOOD, 1.65 MILES WEST OF JUNCTION OF TRUNK
 AH2342'HIGHWAY 212 AND COUNTY ROAD 33, 89 FEET SOUTH OF EASTBOUND TRUNK
 AH2342'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT 129.8, 70 FEET WEST OF
 AH2342'POWER POLE, 25.0 FEET EAST-SOUTHEAST OF FENCE CORNER, 15.0 FEET SOUTH
 AH2342'OF EAST-WEST FENCE, 1.0 FEET NORTH OF WITNESS POST
 AH2342
 AH2342                          STATION RECOVERY (2003)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 AH2342'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) EAST OF PLATO, 2.4 MI
 AH2342'(3.9 KM) NORTH OF HAMBURG AND 1.6 MI (2.6 KM) WEST OF NORWOOD.
 AH2342' 
 AH2342'THE MARK IS 1.5 MI (2.4 KM) WEST OF NORWOOD, 1.65 MI (2.7 KM) WEST OF
 AH2342'THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 33, 89 FT (27.1 M)
 AH2342'(27.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 AH2342'MILE POINT 129.8, 70 FT (21.3 M) WEST OF POWER POLE, 25.0 FT (7.6 M)
 AH2342'(7.6 M) EAST-SOUTHEAST OF A FENCE CORNER, 15.0 FT (4.6 M) SOUTH OF AN
 AH2342'EAST-WEST FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 AH2342
 AH2342                          STATION RECOVERY (2008)
 AH2342
 AH2342'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH2342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1857 ***********************************************************************
 PP1857  DESIGNATION -  1013 Z
 PP1857  PID         -  PP1857
 PP1857  STATE/COUNTY-  MN/CARVER
 PP1857  COUNTRY     -  US
 PP1857  USGS QUAD   -  WACONIA (1993)
 PP1857
 PP1857                         *CURRENT SURVEY CONTROL
 PP1857  ______________________________________________________________________
 PP1857* NAD 83(2007) POSITION- 44 46 04.65780(N) 093 52 01.90962(W)   ADJUSTED  
 PP1857* NAD 83(2007) ELLIP HT-   278.251 (meters)        (02/25/11)   ADJUSTED
 PP1857* NAD 83(2007) EPOCH   -  2002.00
 PP1857* NAVD 88 ORTHO HEIGHT -   305.575  (meters)    1002.54  (feet) ADJUSTED  
 PP1857  ______________________________________________________________________
 PP1857  NAD 83(2007) X  -   -305,925.382 (meters)                     COMP
 PP1857  NAD 83(2007) Y  - -4,525,657.032 (meters)                     COMP
 PP1857  NAD 83(2007) Z  -  4,469,273.728 (meters)                     COMP
 PP1857  LAPLACE CORR    -          6.12  (seconds)                    DEFLEC09
 PP1857  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 PP1857  DYNAMIC HEIGHT  -        305.551 (meters)     1002.46  (feet) COMP
 PP1857  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 PP1857
 PP1857  HORZ ORDER      -  FIRST
 PP1857  VERT ORDER      -  SECOND    CLASS I
 PP1857  ELLP ORDER      -  SECOND    CLASS I
 PP1857
 PP1857.The horizontal coordinates were established by GPS observations
 PP1857.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1857
 PP1857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1857.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1857
 PP1857.The horizontal coordinates are valid at the epoch date displayed above
 PP1857.which is a decimal equivalence of Year/Month/Day.
 PP1857
 PP1857.The orthometric height was determined by differential leveling and
 PP1857.adjusted in June 1991.
 PP1857
 PP1857.Photographs are available for this station.
 PP1857
 PP1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1857
 PP1857.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1857
 PP1857.The ellipsoidal height was determined by GPS observations
 PP1857.and is referenced to NAD 83.
 PP1857
 PP1857.The dynamic height is computed by dividing the NAVD 88
 PP1857.geopotential number by the normal gravity value computed on the
 PP1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1857.degrees latitude (g = 980.6199 gals.).
 PP1857
 PP1857.The modeled gravity was interpolated from observed gravity values.
 PP1857
 PP1857. The following values were computed from the NAD 83(2007) position.
 PP1857
 PP1857;                    North         East     Units Scale Factor Converg.
 PP1857;SPC MN S     -   296,450.297   810,512.554   MT  0.99993283   +0 05 35.1
 PP1857;SPC MN S     -   972,604.02  2,659,156.60   sFT  0.99993283   +0 05 35.1
 PP1857;UTM  15      - 4,957,540.021   431,376.270   MT  0.99965791   -0 36 38.7
 PP1857
 PP1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1857!SPC MN S     -   0.99995637  x   0.99993283  =   0.99988921
 PP1857!UTM  15      -   0.99995637  x   0.99965791  =   0.99961430
 PP1857
 PP1857                          SUPERSEDED SURVEY CONTROL
 PP1857
 PP1857  NAVD 88 (02/25/11)  305.57   (m)         1002.5    (f) LEVELING    3  
 PP1857  NGVD 29 (??/??/92)  305.502  (m)         1002.30   (f) ADJ UNCH    2 0
 PP1857
 PP1857.Superseded values are not recommended for survey control.
 PP1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1857.See file dsdata.txt to determine how the superseded data were derived.
 PP1857
 PP1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3137657540(NAD 83)
 PP1857
 PP1857_MARKER: DD = SURVEY DISK
 PP1857_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1857_STAMPING: 1013 Z 1970
 PP1857_MARK LOGO: MNHD  
 PP1857_PROJECTION: RECESSED 15 CENTIMETERS
 PP1857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1857+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 PP1857
 PP1857  HISTORY     - Date     Condition        Report By
 PP1857  HISTORY     - 19700401 MONUMENTED       MNHD
 PP1857  HISTORY     - 20040922 GOOD             MNDT
 PP1857  HISTORY     - 20080609 GOOD             MNDT
 PP1857
 PP1857                          STATION DESCRIPTION
 PP1857
 PP1857'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1857'1.0 MI NW FROM BONGARDS.
 PP1857'MARK IS LOCATED 0.4 MILES NORTH OF THE RAILROAD TRACK IN BONGARDS
 PP1857'ALONG COUNTY ROAD 51, THENCE 0.95 MILES WEST ALONG T.H. 212, 43 FEET
 PP1857'NORTH OF AND ABOUT LEVEL WITH T.H. 212, 5 FEET SOUTHWEST OF A POWER
 PP1857'POLE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT SET
 PP1857'FLUSH WITH THE GROUND.  NW 1/4 SECTION 17, T 115N, R 25W.
 PP1857
 PP1857                          STATION RECOVERY (2004)
 PP1857
 PP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PP1857'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 1.0 MI (1.6 KM) NORTHWEST OF
 PP1857'BONGARDS, 0.95 MI (1.5 KM) (1.53 KM) WEST OF THE JUNCTION OF TRUNK
 PP1857'HIGHWAY 212 AND COUNTY ROAD 51, TRUNK HIGHWAY 212 MILE POINT 134.35,
 PP1857'80 FT (24.4 M) WEST OF POWER POLE NUMBER 3000, 43 FT (13.1 M) NORTH OF
 PP1857'TRUNK HIGHWAY 212, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
 PP1857
 PP1857                          STATION RECOVERY (2008)
 PP1857
 PP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1857'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1857'THE MARK IS 1.0 MILE WEST OF BONGARDS, 0.95 MILE WEST ON TRUNK HIGHWAY
 PP1857'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 51 IN
 PP1857'BONGARDS, AT TRUNK HIGHWAY 212 MILEPOINT 134.35, 80.0 FEET WEST OF
 PP1857'POWER POLE NUMBER 3000, 43.0 FEET NORTH OF TRUNK HIGHWAY 212, 1.5 FEET
 PP1857'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5796 ***********************************************************************
 DM5796  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5796  DESIGNATION -  1014 C
 DM5796  PID         -  DM5796
 DM5796  STATE/COUNTY-  MN/CARVER
 DM5796  COUNTRY     -  US
 DM5796  USGS QUAD   -  WACONIA (1993)
 DM5796
 DM5796                         *CURRENT SURVEY CONTROL
 DM5796  ______________________________________________________________________
 DM5796* NAD 83(2007) POSITION- 44 47 07.19645(N) 093 47 16.60729(W)   ADJUSTED  
 DM5796* NAD 83(2007) ELLIP HT-   266.354 (meters)        (02/25/11)   ADJUSTED
 DM5796* NAD 83(2007) EPOCH   -  2002.00
 DM5796* NAVD 88 ORTHO HEIGHT -   293.46   (meters)     962.8   (feet) GPS OBS   
 DM5796  ______________________________________________________________________
 DM5796  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DM5796  NAD 83(2007) X  -   -299,574.881 (meters)                     COMP
 DM5796  NAD 83(2007) Y  - -4,524,710.610 (meters)                     COMP
 DM5796  NAD 83(2007) Z  -  4,470,635.779 (meters)                     COMP
 DM5796  LAPLACE CORR    -          7.47  (seconds)                    DEFLEC09
 DM5796  HORZ ORDER      -  FIRST
 DM5796  ELLP ORDER      -  SECOND    CLASS I
 DM5796
 DM5796.The horizontal coordinates were established by GPS observations
 DM5796.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5796
 DM5796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5796.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5796
 DM5796.The horizontal coordinates are valid at the epoch date displayed above
 DM5796.which is a decimal equivalence of Year/Month/Day.
 DM5796
 DM5796.The orthometric height was determined by GPS observations and a
 DM5796.high-resolution geoid model using precise GPS observation and
 DM5796.processing techniques.
 DM5796
 DM5796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5796
 DM5796.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5796
 DM5796.The ellipsoidal height was determined by GPS observations
 DM5796.and is referenced to NAD 83.
 DM5796
 DM5796. The following values were computed from the NAD 83(2007) position.
 DM5796
 DM5796;                    North         East     Units Scale Factor Converg.
 DM5796;SPC MN S     -   298,393.884   816,780.943   MT  0.99993429   +0 08 55.1
 DM5796;SPC MN S     -   978,980.60  2,679,722.14   sFT  0.99993429   +0 08 55.1
 DM5796;UTM  15      - 4,959,405.943   437,666.292   MT  0.99964778   -0 33 18.3
 DM5796
 DM5796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5796!SPC MN S     -   0.99995824  x   0.99993429  =   0.99989253
 DM5796!UTM  15      -   0.99995824  x   0.99964778  =   0.99960603
 DM5796
 DM5796                          SUPERSEDED SURVEY CONTROL
 DM5796
 DM5796.No superseded survey control is available for this station.
 DM5796
 DM5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3766659405(NAD 83)
 DM5796
 DM5796_MARKER: DV = VERTICAL CONTROL DISK
 DM5796_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM5796+WITH SETTING: INTO GROUND
 DM5796_STAMPING: 1014 C 1980
 DM5796_MARK LOGO: MNDT  
 DM5796_PROJECTION: RECESSED 3 CENTIMETERS
 DM5796_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM5796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5796+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 DM5796_ROD/PIPE-DEPTH:  2.4 meters
 DM5796
 DM5796  HISTORY     - Date     Condition        Report By
 DM5796  HISTORY     - 19800401 MONUMENTED       MNDT
 DM5796  HISTORY     - 20080528 GOOD             MNDT
 DM5796
 DM5796                          STATION DESCRIPTION
 DM5796
 DM5796'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5796'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5796'THE MARK IS 1.1 MILES NORTHWEST OF COLOGNE, 1.65 MILES NORTH ON TRUNK
 DM5796'HIGHWAY 284 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 DM5796'284 IN COLOGNE, AT TRUNK HIGHWAY 284 MILEPOINT 1.2, 107 FEET NORTH OF
 DM5796'FARM DRIVEWAY NUMBER 12040 WEST, 28 FEET EAST OF TRUNK HIGHWAY 284, 3
 DM5796'FEET SOUTH OF POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5797 ***********************************************************************
 DM5797  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5797  DESIGNATION -  1014 H
 DM5797  PID         -  DM5797
 DM5797  STATE/COUNTY-  MN/CARVER
 DM5797  COUNTRY     -  US
 DM5797  USGS QUAD   -  WACONIA (1993)
 DM5797
 DM5797                         *CURRENT SURVEY CONTROL
 DM5797  ______________________________________________________________________
 DM5797* NAD 83(2007) POSITION- 44 49 19.68677(N) 093 47 19.19017(W)   ADJUSTED  
 DM5797* NAD 83(2007) ELLIP HT-   262.954 (meters)        (02/25/11)   ADJUSTED
 DM5797* NAD 83(2007) EPOCH   -  2002.00
 DM5797* NAVD 88 ORTHO HEIGHT -   290.07   (meters)     951.7   (feet) GPS OBS   
 DM5797  ______________________________________________________________________
 DM5797  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DM5797  NAD 83(2007) X  -   -299,440.939 (meters)                     COMP
 DM5797  NAD 83(2007) Y  - -4,521,828.609 (meters)                     COMP
 DM5797  NAD 83(2007) Z  -  4,473,535.338 (meters)                     COMP
 DM5797  LAPLACE CORR    -          6.91  (seconds)                    DEFLEC09
 DM5797  HORZ ORDER      -  FIRST
 DM5797  ELLP ORDER      -  SECOND    CLASS I
 DM5797
 DM5797.The horizontal coordinates were established by GPS observations
 DM5797.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5797
 DM5797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5797.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5797
 DM5797.The horizontal coordinates are valid at the epoch date displayed above
 DM5797.which is a decimal equivalence of Year/Month/Day.
 DM5797
 DM5797.The orthometric height was determined by GPS observations and a
 DM5797.high-resolution geoid model using precise GPS observation and
 DM5797.processing techniques.
 DM5797
 DM5797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5797
 DM5797.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5797
 DM5797.The ellipsoidal height was determined by GPS observations
 DM5797.and is referenced to NAD 83.
 DM5797
 DM5797. The following values were computed from the NAD 83(2007) position.
 DM5797
 DM5797;                    North         East     Units Scale Factor Converg.
 DM5797;SPC MN S     -   302,483.288   816,713.593   MT  0.99993767   +0 08 53.3
 DM5797;SPC MN S     -   992,397.25  2,679,501.18   sFT  0.99993767   +0 08 53.3
 DM5797;UTM  15      - 4,963,494.688   437,649.191   MT  0.99964780   -0 33 21.4
 DM5797
 DM5797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5797!SPC MN S     -   0.99995877  x   0.99993767  =   0.99989645
 DM5797!UTM  15      -   0.99995877  x   0.99964780  =   0.99960659
 DM5797
 DM5797:                Primary Azimuth Mark                     Grid Az
 DM5797:SPC MN S     -  1014 J                                   000 17 19.4
 DM5797:UTM  15      -  1014 J                                   000 59 34.1
 DM5797
 DM5797|---------------------------------------------------------------------|
 DM5797| PID    Reference Object                     Distance      Geod. Az  |
 DM5797|                                                           dddmmss.s |
 DM5797| DK3420 1014 J                              APPROX. 0.8 KM 0002612.7 |
 DM5797| DM5798 1014 K                              APPROX. 1.7 KM 3595038.9 |
 DM5797|---------------------------------------------------------------------|
 DM5797
 DM5797                          SUPERSEDED SURVEY CONTROL
 DM5797
 DM5797.No superseded survey control is available for this station.
 DM5797
 DM5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3764963494(NAD 83)
 DM5797
 DM5797_MARKER: DV = VERTICAL CONTROL DISK
 DM5797_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 DM5797+WITH SETTING: INTO GROUND
 DM5797_STAMPING: 1014 H 1980
 DM5797_MARK LOGO: MNDT  
 DM5797_PROJECTION: FLUSH
 DM5797_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM5797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5797+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DM5797_ROD/PIPE-DEPTH:  2.4 meters
 DM5797
 DM5797  HISTORY     - Date     Condition        Report By
 DM5797  HISTORY     - 19800401 MONUMENTED       MNDT
 DM5797  HISTORY     - 20080507 GOOD             MNDT
 DM5797
 DM5797                          STATION DESCRIPTION
 DM5797
 DM5797'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5797'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5797'THE MARK IS 1.45 MILES SOUTH OF WACONIA, 1.45 MILES SOUTH ON TRUNK
 DM5797'HIGHWAY 284 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284
 DM5797'IN WACONIA, AT TRUNK HIGHWAY 284 MILEPOINT 3.7, 93 FEET WEST OF TRUNK
 DM5797'HIGHWAY 284, 66 FEET WEST OF TELEPHONE POLE WITH GUY WIRE, 20 FEET
 DM5797'EAST OF TELEPHONE POLE WITH GUY WIRE, 20 FEET NORTH OF ELM CREEK ROAD,
 DM5797'1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3420 ***********************************************************************
 DK3420  DESIGNATION -  1014 J
 DK3420  PID         -  DK3420
 DK3420  STATE/COUNTY-  MN/CARVER
 DK3420  COUNTRY     -  US
 DK3420  USGS QUAD   -  WACONIA (1993)
 DK3420
 DK3420                         *CURRENT SURVEY CONTROL
 DK3420  ______________________________________________________________________
 DK3420* NAD 83(2007) POSITION- 44 49 44.91092(N) 093 47 18.91990(W)   ADJUSTED  
 DK3420* NAD 83(2007) ELLIP HT-   278.506 (meters)        (03/13/09)   ADJUSTED
 DK3420* NAD 83(2007) EPOCH   -  2002.00
 DK3420* NAVD 88 ORTHO HEIGHT -   305.63   (meters)    1002.7   (feet) LEVELING  
 DK3420  ______________________________________________________________________
 DK3420  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DK3420  NAD 83(2007) X  -   -299,399.472 (meters)                     COMP
 DK3420  NAD 83(2007) Y  - -4,521,292.278 (meters)                     COMP
 DK3420  NAD 83(2007) Z  -  4,474,098.582 (meters)                     COMP
 DK3420  LAPLACE CORR    -          6.75  (seconds)                    DEFLEC09
 DK3420  HORZ ORDER      -  FIRST
 DK3420  VERT ORDER      -  THIRD ?
 DK3420  ELLP ORDER      -  THIRD     CLASS I
 DK3420
 DK3420.The horizontal coordinates were established by GPS observations
 DK3420.and adjusted by the National Geodetic Survey in March 2009.
 DK3420
 DK3420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3420.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3420
 DK3420.The horizontal coordinates are valid at the epoch date displayed above
 DK3420.which is a decimal equivalence of Year/Month/Day.
 DK3420
 DK3420.The orthometric height was determined by differential leveling.
 DK3420.The vertical network tie was performed by a horz. field party for horz.
 DK3420.obs reductions. Reset procedures were used to establish the elevation.
 DK3420
 DK3420.Photographs are available for this station.
 DK3420
 DK3420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3420
 DK3420.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3420
 DK3420.The ellipsoidal height was determined by GPS observations
 DK3420.and is referenced to NAD 83.
 DK3420
 DK3420. The following values were computed from the NAD 83(2007) position.
 DK3420
 DK3420;                    North         East     Units Scale Factor Converg.
 DK3420;SPC MN S     -   303,261.897   816,717.516   MT  0.99993837   +0 08 53.5
 DK3420;SPC MN S     -   994,951.74  2,679,514.05   sFT  0.99993837   +0 08 53.5
 DK3420;UTM  15      - 4,964,272.963   437,662.679   MT  0.99964778   -0 33 21.5
 DK3420
 DK3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3420!SPC MN S     -   0.99995633  x   0.99993837  =   0.99989471
 DK3420!UTM  15      -   0.99995633  x   0.99964778  =   0.99960413
 DK3420
 DK3420:                Primary Azimuth Mark                     Grid Az
 DK3420:SPC MN S     -  1014 H                                   180 17 19.4
 DK3420:UTM  15      -  1014 H                                   180 59 34.4
 DK3420
 DK3420|---------------------------------------------------------------------|
 DK3420| PID    Reference Object                     Distance      Geod. Az  |
 DK3420|                                                           dddmmss.s |
 DK3420| DM5797 1014 H                              APPROX. 0.8 KM 1802612.9 |
 DK3420| DM5798 1014 K                              APPROX. 0.9 KM 3591937.7 |
 DK3420|---------------------------------------------------------------------|
 DK3420
 DK3420                          SUPERSEDED SURVEY CONTROL
 DK3420
 DK3420  NAD 83(1996)-  44 49 44.91048(N)    093 47 18.91939(W) AD(       ) 1
 DK3420  ELLIP H (01/10/08)  278.560  (m)                       GP(       ) 3 1
 DK3420
 DK3420.Superseded values are not recommended for survey control.
 DK3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3420.See file dsdata.txt to determine how the superseded data were derived.
 DK3420
 DK3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3766264272(NAD 83)
 DK3420
 DK3420_MARKER: DV = VERTICAL CONTROL DISK
 DK3420_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK3420+WITH SETTING: INFORMATION.
 DK3420_STAMPING: 1014 J 1980
 DK3420_MARK LOGO: MNHD  
 DK3420_PROJECTION: FLUSH
 DK3420_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3420+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DK3420_ROD/PIPE-DEPTH:  2.4 meters
 DK3420
 DK3420  HISTORY     - Date     Condition        Report By
 DK3420  HISTORY     - 19800401 MONUMENTED       MNHD
 DK3420  HISTORY     - 20080630 GOOD             MNDT
 DK3420
 DK3420                          STATION DESCRIPTION
 DK3420
 DK3420'DESCRIBED BY MN HIGHWAY DEPT 1980
 DK3420'0.95 MILE SOUTH OF WACONIA, 0.95 MILE SOUTH OF TRUNK HIGHWAY 5 AT
 DK3420'TRUNK HIGHWAY 284 MILEPOINT 4.2, 42 FEET WEST OF TRUNK HIGHWAY 284, 12
 DK3420'FEET NORTH OF FIELD ACCESS, 40 FEET SOUTHWEST OF POLE, 40 FEET
 DK3420'SOUTHWEST OF FENCE CORNER, 1 FOOT EAST OF WITNESS POST.
 DK3420
 DK3420                          STATION RECOVERY (2008)
 DK3420
 DK3420'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3420'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3420'THE MARK IS 0.95 MILE SOUTH OF WACONIA, 0.95 MILE SOUTH ON TRUNK
 DK3420'HIGHWAY 284 FROM THE JUNCTION OF TRUNK HIGHWAY 284 AND TRUNK HIGHWAY 5
 DK3420'IN WACONIA, AT TRUNK HIGHWAY 284 MILEPOINT 4.2, 42 FEET WEST OF TRUNK
 DK3420'HIGHWAY 284, 40 FEET SOUTHWEST OF POLE, 40 FEET SOUTHWEST OF FENCE
 DK3420'CORNER, 12 FEET NORTH OF FIELD ACCESS WITH ACCESS COVER, 1.0 FOOT EAST
 DK3420'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5798 ***********************************************************************
 DM5798  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5798  DESIGNATION -  1014 K
 DM5798  PID         -  DM5798
 DM5798  STATE/COUNTY-  MN/CARVER
 DM5798  COUNTRY     -  US
 DM5798  USGS QUAD   -  WACONIA (1993)
 DM5798
 DM5798                         *CURRENT SURVEY CONTROL
 DM5798  ______________________________________________________________________
 DM5798* NAD 83(2007) POSITION- 44 50 13.82585(N) 093 47 19.39717(W)   ADJUSTED  
 DM5798* NAD 83(2007) ELLIP HT-   265.883 (meters)        (02/25/11)   ADJUSTED
 DM5798* NAD 83(2007) EPOCH   -  2002.00
 DM5798* NAVD 88 ORTHO HEIGHT -   293.01   (meters)     961.3   (feet) GPS OBS   
 DM5798  ______________________________________________________________________
 DM5798  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DM5798  NAD 83(2007) X  -   -299,367.757 (meters)                     COMP
 DM5798  NAD 83(2007) Y  - -4,520,654.695 (meters)                     COMP
 DM5798  NAD 83(2007) Z  -  4,474,722.691 (meters)                     COMP
 DM5798  LAPLACE CORR    -          6.59  (seconds)                    DEFLEC09
 DM5798  HORZ ORDER      -  FIRST
 DM5798  ELLP ORDER      -  SECOND    CLASS I
 DM5798
 DM5798.The horizontal coordinates were established by GPS observations
 DM5798.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5798
 DM5798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5798
 DM5798.The horizontal coordinates are valid at the epoch date displayed above
 DM5798.which is a decimal equivalence of Year/Month/Day.
 DM5798
 DM5798.The orthometric height was determined by GPS observations and a
 DM5798.high-resolution geoid model using precise GPS observation and
 DM5798.processing techniques.
 DM5798
 DM5798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5798
 DM5798.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5798
 DM5798.The ellipsoidal height was determined by GPS observations
 DM5798.and is referenced to NAD 83.
 DM5798
 DM5798. The following values were computed from the NAD 83(2007) position.
 DM5798
 DM5798;                    North         East     Units Scale Factor Converg.
 DM5798;SPC MN S     -   304,154.388   816,704.726   MT  0.99993918   +0 08 53.1
 DM5798;SPC MN S     -   997,879.85  2,679,472.09   sFT  0.99993918   +0 08 53.1
 DM5798;UTM  15      - 4,965,165.284   437,660.859   MT  0.99964779   -0 33 22.1
 DM5798
 DM5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5798!SPC MN S     -   0.99995831  x   0.99993918  =   0.99989750
 DM5798!UTM  15      -   0.99995831  x   0.99964779  =   0.99960612
 DM5798
 DM5798:                Primary Azimuth Mark                     Grid Az
 DM5798:SPC MN S     -  1014 J                                   179 10 44.2
 DM5798:UTM  15      -  1014 J                                   179 52 59.4
 DM5798
 DM5798|---------------------------------------------------------------------|
 DM5798| PID    Reference Object                     Distance      Geod. Az  |
 DM5798|                                                           dddmmss.s |
 DM5798| DK3420 1014 J                              APPROX. 0.9 KM 1791937.3 |
 DM5798| DM5797 1014 H                              APPROX. 1.7 KM 1795038.7 |
 DM5798|---------------------------------------------------------------------|
 DM5798
 DM5798                          SUPERSEDED SURVEY CONTROL
 DM5798
 DM5798.No superseded survey control is available for this station.
 DM5798
 DM5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3766065165(NAD 83)
 DM5798
 DM5798_MARKER: DV = VERTICAL CONTROL DISK
 DM5798_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5798_SP_SET: CONCRETE SLAB
 DM5798_STAMPING: 1014 K 1980
 DM5798_MARK LOGO: MNDT  
 DM5798_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5798+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM5798
 DM5798  HISTORY     - Date     Condition        Report By
 DM5798  HISTORY     - 19800401 MONUMENTED       MNDT
 DM5798  HISTORY     - 20090916 GOOD             MNDT
 DM5798
 DM5798                          STATION DESCRIPTION
 DM5798
 DM5798'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5798'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5798'THE MARK IS IN WACONIA, 0.4 MILE SOUTH ON TRUNK HIGHWAY 284 FROM THE
 DM5798'JUNCTION OF TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 284, AT TRUNK HIGHWAY
 DM5798'284 MILEPOINT 4.78, 68 FEET WEST OF TRUNK HIGHWAY 284, 56.5 FEET
 DM5798'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF CHAINLINK FENCE, 53 FEET
 DM5798'NORTHWEST OF THE GATE POST TO PUBLIC WORKS, 8.9 FEET WEST OF THE
 DM5798'NORTHEAST CORNER OF HIGH VOLTAGE CABINET, IN CONCRETE TOP OF LIFT
 DM5798'STATION, INSIDE THE FENCE OF WACONIA PUBLIC WORKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1554 ***********************************************************************
 PP1554  DESIGNATION -  1015.5
 PP1554  PID         -  PP1554
 PP1554  STATE/COUNTY-  MN/RICE
 PP1554  COUNTRY     -  US
 PP1554  USGS QUAD   -  FARIBAULT (1991)
 PP1554
 PP1554                         *CURRENT SURVEY CONTROL
 PP1554  ______________________________________________________________________
 PP1554* NAD 83(1986) POSITION- 44 17 33.     (N) 093 16 13.     (W)   SCALED    
 PP1554* NAVD 88 ORTHO HEIGHT -   309.531  (meters)    1015.52  (feet) ADJUSTED  
 PP1554  ______________________________________________________________________
 PP1554  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 PP1554  DYNAMIC HEIGHT  -        309.495 (meters)     1015.40  (feet) COMP
 PP1554  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 PP1554
 PP1554  VERT ORDER      -  SECOND    CLASS 0
 PP1554
 PP1554.The horizontal coordinates were scaled from a topographic map and have
 PP1554.an estimated accuracy of +/- 6 seconds.
 PP1554.
 PP1554.The orthometric height was determined by differential leveling and
 PP1554.adjusted in June 1991.
 PP1554
 PP1554.Photographs are available for this station.
 PP1554
 PP1554.The dynamic height is computed by dividing the NAVD 88
 PP1554.geopotential number by the normal gravity value computed on the
 PP1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1554.degrees latitude (g = 980.6199 gals.).
 PP1554
 PP1554.The modeled gravity was interpolated from observed gravity values.
 PP1554
 PP1554;                    North         East    Units  Estimated Accuracy
 PP1554;SPC MN S     -   243,870.      858,240.      MT  (+/- 180 meters Scaled)
 PP1554
 PP1554                          SUPERSEDED SURVEY CONTROL
 PP1554
 PP1554  NGVD 29 (??/??/92)  309.539  (m)         1015.55   (f) ADJ UNCH    2 0
 PP1554
 PP1554.Superseded values are not recommended for survey control.
 PP1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1554.See file dsdata.txt to determine how the superseded data were derived.
 PP1554
 PP1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK784043(NAD 83)
 PP1554
 PP1554_MARKER: B = BOLT
 PP1554_SETTING: 0 = UNSPECIFIED SETTING
 PP1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1554
 PP1554  HISTORY     - Date     Condition        Report By
 PP1554  HISTORY     - UNK      MONUMENTED       CGS
 PP1554  HISTORY     - 1972     GOOD             MNDT
 PP1554  HISTORY     - 1986     SEE DESCRIPTION  USPSQD
 PP1554
 PP1554                          STATION DESCRIPTION
 PP1554
 PP1554'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1554'IN FARIBAULT.
 PP1554'IN FARIBAULT, AT THE SOUTHWEST CORNER OF THE CITY HALL, ABOUT 2 FEET
 PP1554'AWAY FROM THE SOUTHWEST CORNER OF THE BUILDING, IN THE TOP OF A
 PP1554'CONCRETE WITH THE CAP MISSING AND PROJECTING 4 INCHES ABOVE THE
 PP1554'GROUND.  NW 1/4, SEC 31, T110N, R 20W.
 PP1554
 PP1554                          STATION RECOVERY (1986)
 PP1554
 PP1554'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5799 ***********************************************************************
 DM5799  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5799  DESIGNATION -  1019 ADJ
 DM5799  PID         -  DM5799
 DM5799  STATE/COUNTY-  MN/CARVER
 DM5799  COUNTRY     -  US
 DM5799  USGS QUAD   -  VICTORIA (1993)
 DM5799
 DM5799                         *CURRENT SURVEY CONTROL
 DM5799  ______________________________________________________________________
 DM5799* NAD 83(2007) POSITION- 44 50 03.88068(N) 093 42 49.68132(W)   ADJUSTED  
 DM5799* NAD 83(2007) ELLIP HT-   283.499 (meters)        (02/25/11)   ADJUSTED
 DM5799* NAD 83(2007) EPOCH   -  2002.00
 DM5799* NAVD 88 ORTHO HEIGHT -   310.42   (meters)    1018.4   (feet) GPS OBS   
 DM5799  ______________________________________________________________________
 DM5799  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DM5799  NAD 83(2007) X  -   -293,471.038 (meters)                     COMP
 DM5799  NAD 83(2007) Y  - -4,521,270.767 (meters)                     COMP
 DM5799  NAD 83(2007) Z  -  4,474,517.401 (meters)                     COMP
 DM5799  LAPLACE CORR    -          6.89  (seconds)                    DEFLEC09
 DM5799  HORZ ORDER      -  FIRST
 DM5799  ELLP ORDER      -  SECOND    CLASS I
 DM5799
 DM5799.The horizontal coordinates were established by GPS observations
 DM5799.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5799
 DM5799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5799.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5799
 DM5799.The horizontal coordinates are valid at the epoch date displayed above
 DM5799.which is a decimal equivalence of Year/Month/Day.
 DM5799
 DM5799.The orthometric height was determined by GPS observations and a
 DM5799.high-resolution geoid model using precise GPS observation and
 DM5799.processing techniques.
 DM5799
 DM5799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5799
 DM5799.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5799
 DM5799.The ellipsoidal height was determined by GPS observations
 DM5799.and is referenced to NAD 83.
 DM5799
 DM5799. The following values were computed from the NAD 83(2007) position.
 DM5799
 DM5799;                    North         East     Units Scale Factor Converg.
 DM5799;SPC MN S     -   303,865.436   822,629.409   MT  0.99993889   +0 12 02.2
 DM5799;SPC MN S     -   996,931.85  2,698,909.99   sFT  0.99993889   +0 12 02.2
 DM5799;UTM  15      - 4,964,803.659   443,579.794   MT  0.99963914   -0 30 11.8
 DM5799
 DM5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5799!SPC MN S     -   0.99995555  x   0.99993889  =   0.99989444
 DM5799!UTM  15      -   0.99995555  x   0.99963914  =   0.99959471
 DM5799
 DM5799                          SUPERSEDED SURVEY CONTROL
 DM5799
 DM5799.No superseded survey control is available for this station.
 DM5799
 DM5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4357964803(NAD 83)
 DM5799
 DM5799_MARKER: DB = BENCH MARK DISK
 DM5799_SETTING: 0 = UNSPECIFIED SETTING
 DM5799_STAMPING: 1019 ADJ 1903
 DM5799_MARK LOGO: USGS  
 DM5799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM5799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5799+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DM5799
 DM5799  HISTORY     - Date     Condition        Report By
 DM5799  HISTORY     - 19030401 MONUMENTED       USGS
 DM5799  HISTORY     - 20080630 GOOD             MNDT
 DM5799
 DM5799                          STATION DESCRIPTION
 DM5799
 DM5799'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM5799'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5799'THE MARK IS 3.0 MILES EAST OF WACONIA, 4.4 MILES EASTERLY ALONG COUNTY
 DM5799'ROAD 10 FROM THE JUNCTION OF COUNTY ROAD 10 AND TRUNK HIGHWAY 284 IN
 DM5799'WACONIA, THEN 1.15 MILES NORTH ALONG LAKETOWN ROAD, AT NUMBER 9350
 DM5799'LAKETOWN ROAD, 95.0 FEET NORTHWEST OF POWER POLE, 11.9 FEET EAST OF
 DM5799'LAKETOWN ROAD, 3.8 FEET SOUTHWEST OF WITNESS POST, 3.0 FEET SOUTH OF
 DM5799'MAILBOX POST, 1.0 FOOT NORTH OF NEWSPAPER BOX.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3065 ***********************************************************************
 DM3065  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3065  DESIGNATION -  102
 DM3065  PID         -  DM3065
 DM3065  STATE/COUNTY-  MN/TRAVERSE
 DM3065  COUNTRY     -  US
 DM3065  USGS QUAD   -  GRACEVILLE NE (1974)
 DM3065
 DM3065                         *CURRENT SURVEY CONTROL
 DM3065  ______________________________________________________________________
 DM3065* NAD 83(2007) POSITION- 45 38 36.81394(N) 096 17 42.07780(W)   ADJUSTED  
 DM3065* NAD 83(2007) ELLIP HT-   299.920 (meters)        (08/31/10)   ADJUSTED
 DM3065* NAD 83(2007) EPOCH   -  2002.00
 DM3065* NAVD 88 ORTHO HEIGHT -   326.11   (meters)    1069.9   (feet) GPS OBS   
 DM3065  ______________________________________________________________________
 DM3065  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3065  GEOID HEIGHT    -        -26.15  (meters)                     GEOID03
 DM3065  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 DM3065  NAD 83(2007) X  -   -489,791.072 (meters)                     COMP
 DM3065  NAD 83(2007) Y  - -4,440,009.024 (meters)                     COMP
 DM3065  NAD 83(2007) Z  -  4,537,852.822 (meters)                     COMP
 DM3065  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC09
 DM3065  HORZ ORDER      -  FIRST
 DM3065  ELLP ORDER      -  THIRD     CLASS I
 DM3065
 DM3065.The horizontal coordinates were established by GPS observations
 DM3065.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3065
 DM3065.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3065.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3065
 DM3065.The horizontal coordinates are valid at the epoch date displayed above
 DM3065.which is a decimal equivalence of Year/Month/Day.
 DM3065
 DM3065.The orthometric height was determined by GPS observations and a
 DM3065.high-resolution geoid model using precise GPS observation and
 DM3065.processing techniques.
 DM3065
 DM3065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3065
 DM3065.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3065
 DM3065.The ellipsoidal height was determined by GPS observations
 DM3065.and is referenced to NAD 83.
 DM3065
 DM3065. The following values were computed from the NAD 83(2007) position.
 DM3065
 DM3065;                    North         East     Units Scale Factor Converg.
 DM3065;SPC MN C     -   173,587.866   640,590.387   MT  0.99999428   -1 28 45.6
 DM3065;SPC MN C     -   569,512.86  2,101,670.29   sFT  0.99999428   -1 28 45.6
 DM3065;UTM  14      - 5,058,004.792   710,791.926   MT  1.00014631   +1 56 05.2
 DM3065
 DM3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3065!SPC MN C     -   0.99995298  x   0.99999428  =   0.99994726
 DM3065!UTM  14      -   0.99995298  x   1.00014631  =   1.00009929
 DM3065
 DM3065                          SUPERSEDED SURVEY CONTROL
 DM3065
 DM3065.No superseded survey control is available for this station.
 DM3065
 DM3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1079158004(NAD 83)
 DM3065
 DM3065_MARKER: DB = BENCH MARK DISK
 DM3065_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM3065+WITH SETTING: INFORMATION.
 DM3065_STAMPING: 102
 DM3065_MARK LOGO: BOISDE
 DM3065_PROJECTION: FLUSH
 DM3065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3065+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DM3065
 DM3065  HISTORY     - Date     Condition        Report By
 DM3065  HISTORY     - 20080401 MONUMENTED       BOISDE
 DM3065  HISTORY     - 20091029 GOOD             MNDT
 DM3065
 DM3065                          STATION DESCRIPTION
 DM3065
 DM3065'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM3065'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3065'THE MARK IS 6.2 MILES EAST OF COLLIS, 6.23 MILES EAST ALONG COUNTY
 DM3065'ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 75 IN
 DM3065'COLLIS, 71.5 FEET WEST OF COUNTY ROAD 15, 53.0 FEET SOUTH OF COUNTY
 DM3065'ROAD 4, 12.1 FEET NORTHWEST OF CABLE PEDESTAL, 8.7 FEET SOUTHWEST OF
 DM3065'RIGHT OF WAY POST, 3.2 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4408 ***********************************************************************
 DN4408  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4408  DESIGNATION -  102 KEE
 DN4408  PID         -  DN4408
 DN4408  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4408  COUNTRY     -  US
 DN4408  USGS QUAD   -  OAKS CORNER (1974)
 DN4408
 DN4408                         *CURRENT SURVEY CONTROL
 DN4408  ______________________________________________________________________
 DN4408* NAD 83(2007) POSITION- 48 28 22.49194(N) 094 53 14.36830(W)   ADJUSTED  
 DN4408* NAD 83(2007) ELLIP HT-   331.822 (meters)        (09/16/11)   ADJUSTED
 DN4408* NAD 83(2007) EPOCH   -  2002.00
 DN4408* NAVD 88 ORTHO HEIGHT -   360.05   (meters)    1181.3   (feet) GPS OBS   
 DN4408  ______________________________________________________________________
 DN4408  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 DN4408  NAD 83(2007) X  -   -360,953.229 (meters)                     COMP
 DN4408  NAD 83(2007) Y  - -4,221,310.265 (meters)                     COMP
 DN4408  NAD 83(2007) Z  -  4,752,149.758 (meters)                     COMP
 DN4408  LAPLACE CORR    -         -4.95  (seconds)                    DEFLEC09
 DN4408  HORZ ORDER      -  FIRST
 DN4408  ELLP ORDER      -  FIRST     CLASS I
 DN4408
 DN4408.The horizontal coordinates were established by GPS observations
 DN4408.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4408
 DN4408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4408.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4408
 DN4408.The horizontal coordinates are valid at the epoch date displayed above
 DN4408.which is a decimal equivalence of Year/Month/Day.
 DN4408
 DN4408.The orthometric height was determined by GPS observations and a
 DN4408.high-resolution geoid model using precise GPS observation and
 DN4408.processing techniques.
 DN4408
 DN4408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4408
 DN4408.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4408
 DN4408.The ellipsoidal height was determined by GPS observations
 DN4408.and is referenced to NAD 83.
 DN4408
 DN4408. The following values were computed from the NAD 83(2007) position.
 DN4408
 DN4408;                    North         East     Units Scale Factor Converg.
 DN4408;SPC MN N     -   320,870.454   667,860.271   MT  0.99996478   -1 19 29.3
 DN4408;SPC MN N     - 1,052,722.48  2,191,138.24   sFT  0.99996478   -1 19 29.3
 DN4408;UTM  15      - 5,370,585.115   360,508.607   MT  0.99983907   -1 24 47.4
 DN4408
 DN4408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4408!SPC MN N     -   0.99994800  x   0.99996478  =   0.99991278
 DN4408!UTM  15      -   0.99994800  x   0.99983907  =   0.99978708
 DN4408
 DN4408                          SUPERSEDED SURVEY CONTROL
 DN4408
 DN4408.No superseded survey control is available for this station.
 DN4408
 DN4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP6050870585(NAD 83)
 DN4408
 DN4408_MARKER: Z = SEE DESCRIPTION
 DN4408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4408_STAMPING: 102 KEE 1967
 DN4408_MARK LOGO: USGS  
 DN4408_PROJECTION: FLUSH
 DN4408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4408+STABILITY: SURFACE MOTION
 DN4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4408+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2008
 DN4408
 DN4408  HISTORY     - Date     Condition        Report By
 DN4408  HISTORY     - 1967     MONUMENTED       USGS
 DN4408  HISTORY     - 20081217 GOOD             MNDT
 DN4408
 DN4408                          STATION DESCRIPTION
 DN4408
 DN4408'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN4408'20.5 MILES SOUTH SOUTHEAST OF WILLIAMS, 6.85 MILES SOUTH ALONG COUNTY
 DN4408'ROAD 2 FROM JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 11(IN
 DN4408'WILLIAMS)THEN 12.6 MILE SOUTH ON COUNTY ROAD 183(FAUNCE FOREST
 DN4408'ROAD)THEN 3.5 MILES EAST ON BANKTON FOREST ROAD, 11.25 MILES WEST
 DN4408'SOUTHWEST OF CARP, 31 FEET SOUTH OF BANKTON FOREST ROAD, 57 FEET NORTH
 DN4408'OF GRAVE SITE, 0.5 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1949 ***********************************************************************
 PP1949  DESIGNATION -  1020 ADJ
 PP1949  PID         -  PP1949
 PP1949  STATE/COUNTY-  MN/CARVER
 PP1949  COUNTRY     -  US
 PP1949  USGS QUAD   -  MOUND (1993)
 PP1949
 PP1949                         *CURRENT SURVEY CONTROL
 PP1949  ______________________________________________________________________
 PP1949* NAD 83(1986) POSITION- 44 52 54.     (N) 093 38 33.     (W)   SCALED    
 PP1949* NAVD 88 ORTHO HEIGHT -   310.644  (meters)    1019.17  (feet) ADJUSTED  
 PP1949  ______________________________________________________________________
 PP1949  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 PP1949  DYNAMIC HEIGHT  -        310.637 (meters)     1019.15  (feet) COMP
 PP1949  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1949
 PP1949  VERT ORDER      -  SECOND    CLASS 0
 PP1949
 PP1949.The horizontal coordinates were scaled from a topographic map and have
 PP1949.an estimated accuracy of +/- 6 seconds.
 PP1949.
 PP1949.The orthometric height was determined by differential leveling and
 PP1949.adjusted in June 1991.
 PP1949
 PP1949.The dynamic height is computed by dividing the NAVD 88
 PP1949.geopotential number by the normal gravity value computed on the
 PP1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1949.degrees latitude (g = 980.6199 gals.).
 PP1949
 PP1949.The modeled gravity was interpolated from observed gravity values.
 PP1949
 PP1949;                    North         East    Units  Estimated Accuracy
 PP1949;SPC MN S     -   309,140.      828,240.      MT  (+/- 180 meters Scaled)
 PP1949
 PP1949                          SUPERSEDED SURVEY CONTROL
 PP1949
 PP1949  NGVD 29 (??/??/92)  310.581  (m)         1018.96   (f) ADJ UNCH    2 0
 PP1949
 PP1949.Superseded values are not recommended for survey control.
 PP1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1949.See file dsdata.txt to determine how the superseded data were derived.
 PP1949
 PP1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK492700(NAD 83)
 PP1949
 PP1949_MARKER: P = PIPE CAP
 PP1949_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1949_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP1949_STAMPING: 1020 ADJ 1903
 PP1949_MARK LOGO: USGS  
 PP1949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1949
 PP1949  HISTORY     - Date     Condition        Report By
 PP1949  HISTORY     - 1903     MONUMENTED       USGS
 PP1949  HISTORY     - 1968     GOOD             MNDT
 PP1949  HISTORY     - 1979     GOOD             LOCSUR
 PP1949  HISTORY     - 1979     GOOD             MNDT
 PP1949  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 PP1949
 PP1949                          STATION DESCRIPTION
 PP1949
 PP1949'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1949'4.2 MI W FROM EXCELSIOR.
 PP1949'THE CAPPED IRON POST IS ON THE SOUTH SIDE OF A TRIANGLE FORMED BY THE
 PP1949'JCT. OF THE FORK IN C.S.A.H. 13 AND T.H. 7 110 FEET SE. OF A POWER
 PP1949'POLE 55 FEET ESE. OF A 36 INCH ELM 33 FEET NORTH OF C.S.A.H. 13 SOUTH
 PP1949'OF T.H. 7 (STA. 1932+75) 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 PP1949'SECTION 1, T 116N, R 24W.
 PP1949
 PP1949                          STATION RECOVERY (1979)
 PP1949
 PP1949'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1949'THE MARK IS 3.1 MILES WEST MEASURED ALONG T.H. 7 FROM THE JUNCTION OF
 PP1949'T.H. 7 AND T.H. 41. IT IS ON THE SOUTH SIDE OF A TRIANGLE FORMED BY
 PP1949'THE JUNCION OF T.H. 7 AND C.S.A.H. 13, IT IS 110 FEET SOUTHEAST OF A
 PP1949'36 INCH ELM, 33 FEET NORTH OF THE CENTERLINE OF C.S.A.H. 13 AT MILE
 PP1949'MARKER 178.6. IT IS A CPPPED IRON PIPE PROJECTING 1.5 FEET ABOVE THE
 PP1949'GROUND, IT IS 1 FOOT NORTH OF A STEEL WITNESS POST. IT IS 0.5 FEET
 PP1949'BELOW LEVEL OF THE CENTERLINE OF C.S.A.H. 13.
 PP1949
 PP1949                          STATION RECOVERY (1979)
 PP1949
 PP1949'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1949'THE MARK IS LOCATED IN THE TOWN OF VICTORIA 3.1 MILES WESTERLY ALONG
 PP1949'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR
 PP1949'ON THE SOUTH SIDE OF A TRIANGLE FORMED BY THE INTERSECTION OF HIGHWAY
 PP1949'7 AND COUNTY ROAD 13.  THE MARK IS SOUTH OF THE CENTERLINE OF HIGHWAY
 PP1949'7 AT ENGINEERS STATION 1932+75 AND MILEPOINT 178.6, 110 FEET SOUTHEAST
 PP1949'OF A POWER POLE, 55 FEET EAST OF A 36 INCH ELM TREE, 33 FEET NORTH OF
 PP1949'AND ABOUT 0.5 FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 13 AND 1
 PP1949'FOOT NORTH OF A STEEL WITNESS POST. THE MARK, A USGS CAP
 PP1949'STAMPED---1020 ADJ 1903---,IS SET ON AN IRON PIPE AND PROJECTS 1.5
 PP1949'FEET ABOVE THE SURFACE OF THE GROUND.
 PP1949
 PP1949                          STATION RECOVERY (2008)
 PP1949
 PP1949'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1949'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0420 ***********************************************************************
 QO0420  DESIGNATION -  1021
 QO0420  PID         -  QO0420
 QO0420  STATE/COUNTY-  MN/HENNEPIN
 QO0420  COUNTRY     -  US
 QO0420  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0420
 QO0420                         *CURRENT SURVEY CONTROL
 QO0420  ______________________________________________________________________
 QO0420* NAD 83(1986) POSITION- 45 01 39.     (N) 093 16 32.     (W)   SCALED    
 QO0420* NAVD 88 ORTHO HEIGHT -   253.913  (meters)     833.05  (feet) ADJUSTED  
 QO0420  ______________________________________________________________________
 QO0420  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 QO0420  DYNAMIC HEIGHT  -        253.909 (meters)      833.03  (feet) COMP
 QO0420  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 QO0420
 QO0420  VERT ORDER      -  FIRST     CLASS I
 QO0420
 QO0420.The horizontal coordinates were scaled from a topographic map and have
 QO0420.an estimated accuracy of +/- 6 seconds.
 QO0420.
 QO0420.The orthometric height was determined by differential leveling and
 QO0420.adjusted in June 1991.
 QO0420
 QO0420.The dynamic height is computed by dividing the NAVD 88
 QO0420.geopotential number by the normal gravity value computed on the
 QO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0420.degrees latitude (g = 980.6199 gals.).
 QO0420
 QO0420.The modeled gravity was interpolated from observed gravity values.
 QO0420
 QO0420;                    North         East    Units  Estimated Accuracy
 QO0420;SPC MN S     -   325,540.      857,090.      MT  (+/- 180 meters Scaled)
 QO0420
 QO0420                          SUPERSEDED SURVEY CONTROL
 QO0420
 QO0420  NGVD 29 (??/??/92)  253.857  (m)          832.86   (f) ADJ UNCH    1 1
 QO0420
 QO0420.Superseded values are not recommended for survey control.
 QO0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0420.See file dsdata.txt to determine how the superseded data were derived.
 QO0420
 QO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK782860(NAD 83)
 QO0420
 QO0420_MARKER: DB = BENCH MARK DISK
 QO0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0420_SP_SET: CONCRETE MONUMENT
 QO0420_STAMPING: 1021
 QO0420_MARK LOGO: MN4760
 QO0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0420+STABILITY: SURFACE MOTION
 QO0420
 QO0420  HISTORY     - Date     Condition        Report By
 QO0420  HISTORY     - UNK      MONUMENTED       MN4760
 QO0420  HISTORY     - 1970     GOOD             NGS
 QO0420  HISTORY     - 1979     GOOD             MNDT
 QO0420  HISTORY     - 1990     GOOD             USPSQD
 QO0420  HISTORY     - 20070711 MARK NOT FOUND   MNDT
 QO0420
 QO0420                          STATION DESCRIPTION
 QO0420
 QO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0420'2.0 MI N FROM MINNEAPOLIS.
 QO0420'ABOUT 2.0 MILE NORTH ALONG MARSHALL STREET NE FROM THE INTERSECTION OF
 QO0420'BROADWAY STREET NE AT MINNEAPOLIS, AT THE CENTER OF THE INTERSECTION
 QO0420'OF MARSHALL STREET NE AND ST. ANTHONY BOULEVARD, A MINNEAPOLIS CITY
 QO0420'DISK SET IN THE TOP OF A CONCRETE POST 2 FEET BELOW THE STREET, ACCESS
 QO0420'TO WHICH IS HAD THROUGH A 7-INCH IRON PIPE WHICH IS LEVEL WITH THE
 QO0420'STREET.  NOTE-- THIS MARK IS ALSO 2.75 MILE SOUTH ALONG EAST RIVER
 QO0420'ROAD FROM THE UNDERPASS FOR INTERSTATE HIGHWAY 694 AT FRIDLEY, THENCE
 QO0420'0.3 MILE SOUTH ALONG MARSHALL STREET NE.  1/4, SEC 3, T29N, R 24W.
 QO0420
 QO0420                          STATION RECOVERY (1979)
 QO0420
 QO0420'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QO0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN THE CITY
 QO0420'OF MINNEAPOLIS, IN THE SE 1/4 OF SECTION 3, T29N, R24W, IN THE CENTER
 QO0420'OF THE INTERSECTION OF MARSHALL STREET NORTHEAST AND ST ANTHONY
 QO0420'PARKWAY, 2.0 MILES NORTH ALONG MARSHALL STREET NORTHEAST FROM ITS
 QO0420'JUNCTION WITH BROADWAY STREET NORTHEAST IN MINNEAPOLIS.  THE MARK, A
 QO0420'STANDARD MINNEAPOLIS CONTROL MONUMENT DISK STAMPED---1021---, IS SET
 QO0420'IN THE TOP OF A CONCRETE MONUMENT THAT IS 2 FEET BELOW THE SURFACE OF
 QO0420'THE STREET, ACCESS IS THROUGH A 7 INCH IRON PIPE SET FLUSH WITH THE
 QO0420'SURFACE OF THE STREET.
 QO0420
 QO0420                          STATION RECOVERY (1990)
 QO0420
 QO0420'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLB)
 QO0420'RECOVERED IN GOOD CONDITION.
 QO0420
 QO0420                          STATION RECOVERY (2007)
 QO0420
 QO0420'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0420'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0418 ***********************************************************************
 QO0418  DESIGNATION -  1021 A
 QO0418  PID         -  QO0418
 QO0418  STATE/COUNTY-  MN/HENNEPIN
 QO0418  COUNTRY     -  US
 QO0418  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0418
 QO0418                         *CURRENT SURVEY CONTROL
 QO0418  ______________________________________________________________________
 QO0418* NAD 83(1986) POSITION- 45 01 20.     (N) 093 16 23.     (W)   SCALED    
 QO0418* NAVD 88 ORTHO HEIGHT -   252.990  (meters)     830.02  (feet) ADJUSTED  
 QO0418  ______________________________________________________________________
 QO0418  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 QO0418  DYNAMIC HEIGHT  -        252.985 (meters)      830.00  (feet) COMP
 QO0418  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 QO0418
 QO0418  VERT ORDER      -  FIRST     CLASS I
 QO0418
 QO0418.The horizontal coordinates were scaled from a topographic map and have
 QO0418.an estimated accuracy of +/- 6 seconds.
 QO0418.
 QO0418.The orthometric height was determined by differential leveling and
 QO0418.adjusted in June 1991.
 QO0418
 QO0418.The dynamic height is computed by dividing the NAVD 88
 QO0418.geopotential number by the normal gravity value computed on the
 QO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0418.degrees latitude (g = 980.6199 gals.).
 QO0418
 QO0418.The modeled gravity was interpolated from observed gravity values.
 QO0418
 QO0418;                    North         East    Units  Estimated Accuracy
 QO0418;SPC MN S     -   324,950.      857,290.      MT  (+/- 180 meters Scaled)
 QO0418
 QO0418                          SUPERSEDED SURVEY CONTROL
 QO0418
 QO0418  NGVD 29 (??/??/92)  252.934  (m)          829.83   (f) ADJ UNCH    1 1
 QO0418
 QO0418.Superseded values are not recommended for survey control.
 QO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0418.See file dsdata.txt to determine how the superseded data were derived.
 QO0418
 QO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK784854(NAD 83)
 QO0418
 QO0418_MARKER: DD = SURVEY DISK
 QO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0418_STAMPING: 1021 A
 QO0418_MARK LOGO: MN4760
 QO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0418+STABILITY: SURFACE MOTION
 QO0418
 QO0418  HISTORY     - Date     Condition        Report By
 QO0418  HISTORY     - UNK      MONUMENTED
 QO0418  HISTORY     - 1970     GOOD             NGS
 QO0418  HISTORY     - 1990     GOOD             USPSQD
 QO0418  HISTORY     - 20070711 MARK NOT FOUND   MNDT
 QO0418
 QO0418                          STATION DESCRIPTION
 QO0418
 QO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0418'1.65 MI N FROM MINNEAPOLIS.
 QO0418'ABOUT 1.65 MILES NORTH ALONG MARSHALL STREET NE FROM THE INTERSECTION
 QO0418'OF BROADWAY STREET NE AT MINNEAPOLIS, AT THE CENTER OF THE JUNCTION OF
 QO0418'THE STREET AND 30TH AVENUE NE, AND IS A MINNEAPOLIS CITY DISK SET IN
 QO0418'THE TOP OF A CONCRETE POST 1.2 FEET BELOW THE LEVEL OF THE STREET,
 QO0418'ACCESS TO WHICH IS HAD THROUGH A 7-INCH IRON PIPE WHICH BEARS A COVER
 QO0418'THAT IS LEVEL WITH THE STREET.  1/4, SEC 3, T29N, R 24W.
 QO0418
 QO0418                          STATION RECOVERY (1990)
 QO0418
 QO0418'RECOVERY NOTE BY US POWER SQUADRON 1990 (MLB)
 QO0418'RECOVERED IN GOOD CONDITION.
 QO0418
 QO0418                          STATION RECOVERY (2007)
 QO0418
 QO0418'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0418'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5401 ***********************************************************************
 DG5401  DESIGNATION -  103 DRL
 DG5401  PID         -  DG5401
 DG5401  STATE/COUNTY-  MN/TODD
 DG5401  COUNTRY     -  US
 DG5401  USGS QUAD   -  CLOTHO (1969)
 DG5401
 DG5401                         *CURRENT SURVEY CONTROL
 DG5401  ______________________________________________________________________
 DG5401* NAD 83(2007) POSITION- 46 04 39.79030(N) 095 00 51.80713(W)   ADJUSTED  
 DG5401* NAD 83(2007) ELLIP HT-   396.250 (meters)        (02/10/07)   ADJUSTED
 DG5401* NAD 83(2007) EPOCH   -  2002.00
 DG5401* NAVD 88 ORTHO HEIGHT -   422.8    (meters)    1387.    (feet) GPS OBS   
 DG5401  ______________________________________________________________________
 DG5401  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5401  GEOID HEIGHT    -        -26.56  (meters)                     GEOID99
 DG5401  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG5401  NAD 83(2007) X  -   -387,416.111 (meters)                     COMP
 DG5401  NAD 83(2007) Y  - -4,415,413.059 (meters)                     COMP
 DG5401  NAD 83(2007) Z  -  4,571,529.672 (meters)                     COMP
 DG5401  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC09
 DG5401
 DG5401  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5401  Type                                         Horiz  Ellip  Dist(km)
 DG5401  -------------------------------------------------------------------
 DG5401  NETWORK                                       0.76   1.04
 DG5401  -------------------------------------------------------------------
 DG5401  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.78   1.04      8.99
 DG5401  -------------------------------------------------------------------
 DG5401  NOTE: Click here for information on individual local accuracy
 DG5401  values and other accuracy information.
 DG5401
 DG5401
 DG5401.The horizontal coordinates were established by GPS observations
 DG5401.and adjusted by the National Geodetic Survey in February 2007.
 DG5401
 DG5401.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5401.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5401
 DG5401.The horizontal coordinates are valid at the epoch date displayed above
 DG5401.which is a decimal equivalence of Year/Month/Day.
 DG5401
 DG5401.The orthometric height was determined by GPS observations and a
 DG5401.high-resolution geoid model.
 DG5401
 DG5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5401
 DG5401.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5401
 DG5401.The ellipsoidal height was determined by GPS observations
 DG5401.and is referenced to NAD 83.
 DG5401
 DG5401. The following values were computed from the NAD 83(2007) position.
 DG5401
 DG5401;                    North         East     Units Scale Factor Converg.
 DG5401;SPC MN C     -   220,069.400   740,875.655   MT  0.99993205   -0 33 10.6
 DG5401;SPC MN C     -   722,011.02  2,430,689.54   sFT  0.99993205   -0 33 10.6
 DG5401;UTM  15      - 5,104,655.307   344,240.748   MT  0.99989825   -1 27 04.4
 DG5401
 DG5401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5401!SPC MN C     -   0.99993788  x   0.99993205  =   0.99986994
 DG5401!UTM  15      -   0.99993788  x   0.99989825  =   0.99983614
 DG5401
 DG5401                          SUPERSEDED SURVEY CONTROL
 DG5401
 DG5401  NAD 83(1996)-  46 04 39.79000(N)    095 00 51.80670(W) AD(       ) 1
 DG5401  ELLIP H (05/07/04)  396.283  (m)                       GP(       ) 4 1
 DG5401
 DG5401.Superseded values are not recommended for survey control.
 DG5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5401.See file dsdata.txt to determine how the superseded data were derived.
 DG5401
 DG5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4424004655(NAD 83)
 DG5401
 DG5401_MARKER: S = SPIKE
 DG5401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5401_STAMPING: 103 DRL 1965
 DG5401_MARK LOGO: NONE  
 DG5401_PROJECTION: FLUSH
 DG5401_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5401+STABILITY: SURFACE MOTION
 DG5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5401+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5401
 DG5401  HISTORY     - Date     Condition        Report By
 DG5401  HISTORY     - 1965     MONUMENTED       USGS
 DG5401  HISTORY     - 2003     GOOD             MNDT
 DG5401
 DG5401                          STATION DESCRIPTION
 DG5401
 DG5401'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5401'7.0 MI WEST OF BROWERVILLE, 7.2 MI WEST ALONG CO RD 14 FROM JCT OF CO
 DG5401'RD 14  WEST AND TH 71 (0.5 MI SOUTH OF BROWERVILLE) TO TH 71 MP 193.7,
 DG5401'0.35 MI EAST OF  SEC COR, 57 FT NORTH OF CO RD 14, 2 FT SOUTH OF
 DG5401'P-POLE, 1.0 FT WEST OF WIT  POST, FLUSH, MAGNETIC, SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0011 ***********************************************************************
 SL0011  DESIGNATION -  1035
 SL0011  PID         -  SL0011
 SL0011  STATE/COUNTY-  MN/RED LAKE
 SL0011  COUNTRY     -  US
 SL0011  USGS QUAD   -  MARCOUX CORNERS (1982)
 SL0011
 SL0011                         *CURRENT SURVEY CONTROL
 SL0011  ______________________________________________________________________
 SL0011* NAD 83(1986) POSITION- 47 51 32.71   (N) 096 17 17.42   (W)   HD_HELD1  
 SL0011* NAVD 88 ORTHO HEIGHT -   315.304  (meters)    1034.46  (feet) POSTED    
 SL0011  ______________________________________________________________________
 SL0011  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 SL0011  DYNAMIC HEIGHT  -        315.36  (meters)     1034.6   (feet) COMP
 SL0011  MODELED GRAVITY -    980,771.5   (mgal)                       NAVD 88
 SL0011
 SL0011  VERT ORDER      -  * POSTED, Code A , SEE BELOW
 SL0011
 SL0011.The horizontal coordinates were established by differentially corrected
 SL0011.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SL0011.
 SL0011.The orthometric height was determined by differential leveling
 SL0011.and adjusted by the  in 1992.
 SL0011
 SL0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 SL0011.rate of 0.0 thru 1.0 mm/km.
 SL0011
 SL0011.The dynamic height is computed by dividing the NAVD 88
 SL0011.geopotential number by the normal gravity value computed on the
 SL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0011.degrees latitude (g = 980.6199 gals.).
 SL0011
 SL0011.The modeled gravity was interpolated from observed gravity values.
 SL0011
 SL0011;                    North         East    Units  Estimated Accuracy
 SL0011;SPC MN N     -   256,012.7     561,525.1     MT  (+/- 3 meters HH1 GPS) 
 SL0011
 SL0011                          SUPERSEDED SURVEY CONTROL
 SL0011
 SL0011  NGVD 29 (??/??/92)  315.055  (m)         1033.64   (f) ADJ UNCH    1 2
 SL0011
 SL0011.Superseded values are not recommended for survey control.
 SL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0011.See file dsdata.txt to determine how the superseded data were derived.
 SL0011
 SL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU0283204198(NAD 83)
 SL0011
 SL0011_MARKER: P = PIPE CAP
 SL0011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0011_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0011_STAMPING: 1035
 SL0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0011
 SL0011  HISTORY     - Date     Condition        Report By
 SL0011  HISTORY     - UNK      MONUMENTED       USGS
 SL0011  HISTORY     - 1940     GOOD             CGS
 SL0011
 SL0011                          STATION DESCRIPTION
 SL0011
 SL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SL0011'2.6 MI SW FROM RED LAKE FALLS.
 SL0011'3.4 MILES NORTH OF PERAULT ALONG GREAT NORTHERN RAILROAD AT SWITCH TO
 SL0011'RED LAKE FALLS, 50.5 FEET WEST OF WEST RAIL, 69.6 FEET NORTHWEST OF
 SL0011'SWITCH TO RED LAKE FALLS WHICH IS THE NORTHERNMOST OF TWO SWITCHES,
 SL0011'21.6 FEET EAST OF CENTERLINE OF ROAD PARALLELING TRACK, WHITE MARKER
 SL0011'POST BY MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0026 ***********************************************************************
 SL0026  DESIGNATION -  1035
 SL0026  PID         -  SL0026
 SL0026  STATE/COUNTY-  MN/POLK
 SL0026  COUNTRY     -  US
 SL0026  USGS QUAD   -  DUGDALE (1965)
 SL0026
 SL0026                         *CURRENT SURVEY CONTROL
 SL0026  ______________________________________________________________________
 SL0026* NAD 83(1986) POSITION- 47 42 09.     (N) 096 22 26.     (W)   SCALED    
 SL0026* NAVD 88 ORTHO HEIGHT -   315.218  (meters)    1034.18  (feet) ADJUSTED  
 SL0026  ______________________________________________________________________
 SL0026  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 SL0026  DYNAMIC HEIGHT  -        315.273 (meters)     1034.36  (feet) COMP
 SL0026  MODELED GRAVITY -    980,779.6   (mgal)                       NAVD 88
 SL0026
 SL0026  VERT ORDER      -  FIRST     CLASS II
 SL0026
 SL0026.The horizontal coordinates were scaled from a topographic map and have
 SL0026.an estimated accuracy of +/- 6 seconds.
 SL0026.
 SL0026.The orthometric height was determined by differential leveling and
 SL0026.adjusted in June 1991.
 SL0026
 SL0026.WARNING-Repeat measurements at this control monument indicate possible
 SL0026.vertical movement.
 SL0026
 SL0026.Photographs are available for this station.
 SL0026
 SL0026.The dynamic height is computed by dividing the NAVD 88
 SL0026.geopotential number by the normal gravity value computed on the
 SL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0026.degrees latitude (g = 980.6199 gals.).
 SL0026
 SL0026.The modeled gravity was interpolated from observed gravity values.
 SL0026
 SL0026;                    North         East    Units  Estimated Accuracy
 SL0026;SPC MN N     -   238,890.      554,380.      MT  (+/- 180 meters Scaled)
 SL0026
 SL0026                          SUPERSEDED SURVEY CONTROL
 SL0026
 SL0026  NGVD 29 (??/??/92)  314.934  (m)         1033.25   (f) ADJ UNCH    1 2
 SL0026
 SL0026.Superseded values are not recommended for survey control.
 SL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0026.See file dsdata.txt to determine how the superseded data were derived.
 SL0026
 SL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT970865(NAD 83)
 SL0026
 SL0026_MARKER: P = PIPE CAP
 SL0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0026_STAMPING: 1035
 SL0026_MARK LOGO: USGS  
 SL0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0026
 SL0026  HISTORY     - Date     Condition        Report By
 SL0026  HISTORY     - 1931     MONUMENTED       USGS
 SL0026  HISTORY     - 1940     GOOD             CGS
 SL0026  HISTORY     - 1981     GOOD             NGS
 SL0026
 SL0026                          STATION DESCRIPTION
 SL0026
 SL0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SL0026'0.6 MI E FROM BENOIT.
 SL0026'ALONG GREAT NORTHERN RAILROAD AT SECTIONLINE ROAD, 9 POLES WEST OF
 SL0026'MILE POST 14, 50.4 FEET NORTH OF NORTH RAIL, 46.0 FEET WEST OF
 SL0026'CENTERLINE OF SECTIONLINE ROAD, 1.3 FEET WEST OF WHITE MARKER POST.
 SL0026
 SL0026                          STATION RECOVERY (1981)
 SL0026
 SL0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1630 ***********************************************************************
 QO1630  DESIGNATION -  104
 QO1630  PID         -  QO1630
 QO1630  STATE/COUNTY-  MN/WASHINGTON
 QO1630  COUNTRY     -  US
 QO1630  USGS QUAD   -  LINWOOD (1993)
 QO1630
 QO1630                         *CURRENT SURVEY CONTROL
 QO1630  ______________________________________________________________________
 QO1630* NAD 83(1996) POSITION- 45 15 21.33057(N) 093 00 42.63753(W)   ADJUSTED  
 QO1630* NAVD 88 ORTHO HEIGHT -   274.5    (meters)     901.    (feet) VERTCON   
 QO1630  ______________________________________________________________________
 QO1630  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 QO1630  LAPLACE CORR    -          2.47  (seconds)                    DEFLEC09
 QO1630  HORZ ORDER      -  SECOND
 QO1630
 QO1630.The horizontal coordinates were established by classical geodetic methods
 QO1630.and adjusted by the National Geodetic Survey in March 1999.
 QO1630.
 QO1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1630
 QO1630.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1630
 QO1630. The following values were computed from the NAD 83(1996) position.
 QO1630
 QO1630;                    North         East     Units Scale Factor Converg.
 QO1630;SPC MN C     -   129,205.814   897,194.652   MT  1.00009763   +0 53 44.4
 QO1630;SPC MN C     -   423,902.74  2,943,546.12   sFT  1.00009763   +0 53 44.4
 QO1630;SPC MN S     -   351,137.167   877,564.157   MT  1.00000881   +0 41 33.5
 QO1630;SPC MN S     - 1,152,022.52  2,879,141.74   sFT  1.00000881   +0 41 33.5
 QO1630;UTM  15      - 5,011,381.149   499,070.696   MT  0.99960001   -0 00 30.3
 QO1630
 QO1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1630!SPC MN C     -   0.99996128  x   1.00009763  =   1.00005890
 QO1630!SPC MN S     -   0.99996128  x   1.00000881  =   0.99997009
 QO1630!UTM  15      -   0.99996128  x   0.99960001  =   0.99956130
 QO1630
 QO1630:                Primary Azimuth Mark                     Grid Az
 QO1630:SPC MN C     -  FOREST LAKE WATER TANK                   035 03 49.2
 QO1630:SPC MN S     -  FOREST LAKE WATER TANK                   035 16 00.1
 QO1630:UTM  15      -  FOREST LAKE WATER TANK                   035 58 03.9
 QO1630
 QO1630|---------------------------------------------------------------------|
 QO1630| PID    Reference Object                     Distance      Geod. Az  |
 QO1630|                                                           dddmmss.s |
 QO1630| QO1533 FOREST LAKE WATER TANK              APPROX. 3.5 KM 0355733.6 |
 QO1630|---------------------------------------------------------------------|
 QO1630
 QO1630                          SUPERSEDED SURVEY CONTROL
 QO1630
 QO1630  NAD 83(1986)-  45 15 21.32464(N)    093 00 42.62500(W) AD(       ) 2
 QO1630  NAD 27      -  45 15 21.43940(N)    093 00 41.83450(W) AD(       ) 2
 QO1630  NGVD 29 (07/19/86)  274.5    (m)          901.     (f) VERT ANG       
 QO1630
 QO1630.Superseded values are not recommended for survey control.
 QO1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1630.See file dsdata.txt to determine how the superseded data were derived.
 QO1630
 QO1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9907011381(NAD 83)
 QO1630
 QO1630_MARKER: I = METAL ROD
 QO1630_SETTING: 0 = UNSPECIFIED SETTING
 QO1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1630
 QO1630  HISTORY     - Date     Condition        Report By
 QO1630  HISTORY     - 1959     MONUMENTED       MNHD
 QO1630  HISTORY     - 19950927 GOOD             USPSQD
 QO1630  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO1630
 QO1630                          STATION DESCRIPTION
 QO1630
 QO1630'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1630'STATION IS SITUATED APPROX. 2 MILES SOUTHWEST OF TOWN OF
 QO1630'FOREST LAKE AND ON THE SOUTHWEST SHORE OF CLEAR LAKE.
 QO1630'
 QO1630'TO REACH FROM THE JUNCTION OF HIGHWAY 61 AND HIGHWAY 8, 1
 QO1630'MILE SOUTH OF FOREST LAKE, GO WEST ON HIGHWAY 8 FOR 1.4 MILES
 QO1630'TO GRAVEL ROAD ON THE RIGHT.  TURN RIGHT (NORTH) ONTO GRAVEL
 QO1630'ROAD FOR 500 FEET, TURN LEFT (WEST) FOR APPROX. 500 FEET
 QO1630'TO LOT 41 ON THE LEFT, SOUTH OF THE ROAD, AND STATION 95
 QO1630'FEET SOUTH OF CENTERLINE ROAD AND 15 FEET WEST OF 12 IN BOX
 QO1630'ELDER TREE.
 QO1630'
 QO1630'STATION IS A 3/4 IN X 3 FT IRON ROD 0.10 FT BELOW GROUND
 QO1630'LEVEL, REFERENCED BY A REDHEAD IN A 10 IN ELM TREE 48.81 FT
 QO1630'NORTHEAST OF STATION.  A REDHEAD IN A 12 IN BOX ELDER TREE
 QO1630'14.33 FT EAST OF STATION AND A REDHEAD IN A 4 IN ELM TREE
 QO1630'15.58 FT SOUTHEAST OF STATION.
 QO1630
 QO1630                          STATION RECOVERY (1995)
 QO1630
 QO1630'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO1630'RECOVERED IN GOOD CONDITION.
 QO1630
 QO1630                          STATION RECOVERY (2005)
 QO1630
 QO1630'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO1630'MARK NOT FOUND. THE GRAVEL ROAD NO LONGER EXISTS AREA IS NOW A PARKING
 QO1630'LOT. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5053 ***********************************************************************
 DG5053  DESIGNATION -  1041.37
 DG5053  PID         -  DG5053
 DG5053  STATE/COUNTY-  MN/MARSHALL
 DG5053  COUNTRY     -  US
 DG5053  USGS QUAD   -  STRANDQUIST (1982)
 DG5053
 DG5053                         *CURRENT SURVEY CONTROL
 DG5053  ______________________________________________________________________
 DG5053* NAD 83(1986) POSITION- 48 23 44.5    (N) 096 28 30.7    (W)   HD_HELD2  
 DG5053* NAVD 88 ORTHO HEIGHT -   317.834  (meters)    1042.76  (feet) ADJUSTED  
 DG5053  ______________________________________________________________________
 DG5053  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DG5053  DYNAMIC HEIGHT  -        317.909 (meters)     1043.01  (feet) COMP
 DG5053  MODELED GRAVITY -    980,839.2   (mgal)                       NAVD 88
 DG5053
 DG5053  VERT ORDER      -  SECOND    CLASS I
 DG5053
 DG5053.The horizontal coordinates were established by autonomous hand held GPS
 DG5053.observations and have an estimated accuracy of +/- 10 meters.
 DG5053.
 DG5053.The orthometric height was determined by differential leveling and
 DG5053.adjusted in July 2004.
 DG5053
 DG5053.No vertical observational check was made to the station.
 DG5053
 DG5053.Photographs are available for this station.
 DG5053
 DG5053.The dynamic height is computed by dividing the NAVD 88
 DG5053.geopotential number by the normal gravity value computed on the
 DG5053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5053.degrees latitude (g = 980.6199 gals.).
 DG5053
 DG5053.The modeled gravity was interpolated from observed gravity values.
 DG5053
 DG5053;                    North         East    Units  Estimated Accuracy
 DG5053;SPC MN N     -   316,212.      550,149.      MT  (+/- 10 meters HH2 GPS)
 DG5053
 DG5053                          SUPERSEDED SURVEY CONTROL
 DG5053
 DG5053.No superseded survey control is available for this station.
 DG5053
 DG5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU8688763361(NAD 83)
 DG5053
 DG5053_MARKER: DV = VERTICAL CONTROL DISK
 DG5053_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5053_SP_SET: BRIDGE ABUTMENT
 DG5053_STAMPING: 1041.37 2003
 DG5053_MARK LOGO: MNDT  
 DG5053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5053+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5053
 DG5053  HISTORY     - Date     Condition        Report By
 DG5053  HISTORY     - 1987     MONUMENTED       MNDT
 DG5053  HISTORY     - 20030618 GOOD             MNDT
 DG5053
 DG5053                          STATION DESCRIPTION
 DG5053
 DG5053'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5053'THE MARK IS IN ABUT AT SOUTHEAST CORNER OF COUNTY ROAD 115 BRIDGE NO
 DG5053'45540 OVER MIDDLE RIVER, 6.9 MILES (11.1 KM) SOUTH ON COUNTY ROAD 28
 DG5053'FROM TRUNK HIGHWAY 59, THENCE 1 MILES (1.6 KM) WEST ON COUNTY ROAD 30,
 DG5053'THENCE 0.2 MILES (0.3 KM) SOUTH ON COUNTY ROAD 115, 17.0 FEET (5.2 M)
 DG5053'EAST OF COUNTY ROAD 115.  THE DISK WAS SET IN BRIDGE WHEN BUILT IN
 DG5053'1987 THEN STAMPED IN 2003.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1632 ***********************************************************************
 QO1632  DESIGNATION -  105
 QO1632  PID         -  QO1632
 QO1632  STATE/COUNTY-  MN/ANOKA
 QO1632  COUNTRY     -  US
 QO1632  USGS QUAD   -  LINWOOD (1993)
 QO1632
 QO1632                         *CURRENT SURVEY CONTROL
 QO1632  ______________________________________________________________________
 QO1632* NAD 83(1996) POSITION- 45 18 11.90290(N) 093 01 28.63599(W)   ADJUSTED  
 QO1632* NAVD 88 ORTHO HEIGHT -   277.3    (meters)     910.    (feet) VERTCON   
 QO1632  ______________________________________________________________________
 QO1632  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 QO1632  LAPLACE CORR    -          5.04  (seconds)                    DEFLEC09
 QO1632  HORZ ORDER      -  SECOND
 QO1632
 QO1632.The horizontal coordinates were established by classical geodetic methods
 QO1632.and adjusted by the National Geodetic Survey in March 1999.
 QO1632.
 QO1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1632
 QO1632.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1632
 QO1632. The following values were computed from the NAD 83(1996) position.
 QO1632
 QO1632;                    North         East     Units Scale Factor Converg.
 QO1632;SPC MN C     -   134,455.875   896,110.246   MT  1.00008259   +0 53 11.1
 QO1632;SPC MN C     -   441,127.32  2,939,988.37   sFT  1.00008259   +0 53 11.1
 QO1632;SPC MN S     -   356,390.638   876,498.430   MT  1.00002008   +0 41 01.2
 QO1632;SPC MN S     - 1,169,258.28  2,875,645.27   sFT  1.00002008   +0 41 01.2
 QO1632;UTM  15      - 5,016,645.086   498,069.745   MT  0.99960005   -0 01 03.0
 QO1632
 QO1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1632!SPC MN C     -   0.99996086  x   1.00008259  =   1.00004345
 QO1632!SPC MN S     -   0.99996086  x   1.00002008  =   0.99998094
 QO1632!UTM  15      -   0.99996086  x   0.99960005  =   0.99956093
 QO1632
 QO1632:                Primary Azimuth Mark                     Grid Az
 QO1632:SPC MN C     -  106                                      043 10 34.3
 QO1632:SPC MN S     -  106                                      043 22 44.2
 QO1632:UTM  15      -  106                                      044 04 48.4
 QO1632
 QO1632|---------------------------------------------------------------------|
 QO1632| PID    Reference Object                     Distance      Geod. Az  |
 QO1632|                                                           dddmmss.s |
 QO1632| QO1631 106                                 APPROX. 1.5 KM 0440345.4 |
 QO1632|---------------------------------------------------------------------|
 QO1632
 QO1632                          SUPERSEDED SURVEY CONTROL
 QO1632
 QO1632  NAD 83(1986)-  45 18 11.89686(N)    093 01 28.62215(W) AD(       ) 2
 QO1632  NAD 27      -  45 18 12.01150(N)    093 01 27.82970(W) AD(       ) 2
 QO1632  NGVD 29 (07/19/86)  277.3    (m)          910.     (f) VERT ANG       
 QO1632
 QO1632.Superseded values are not recommended for survey control.
 QO1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1632.See file dsdata.txt to determine how the superseded data were derived.
 QO1632
 QO1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9806916645(NAD 83)
 QO1632
 QO1632_MARKER: I = METAL ROD
 QO1632_SETTING: 0 = UNSPECIFIED SETTING
 QO1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1632
 QO1632  HISTORY     - Date     Condition        Report By
 QO1632  HISTORY     - 1959     MONUMENTED       MNHD
 QO1632  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO1632
 QO1632                          STATION DESCRIPTION
 QO1632
 QO1632'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1632'STATION IS SITUATED APPROX. 3 MILES SOUTHWEST OF TOWN OF
 QO1632'WYOMING.
 QO1632'
 QO1632'TO REACH FROM RAILWAY STATION IN WYOMING GO SOUTH ON HIGHWAY
 QO1632'61 FOR 0.42 MILE TO ANOKA COUNTY ROAD 62.  TURN RIGHT (SOUTHWEST)
 QO1632'ONTO ANOKA COUNTY ROAD 62 FOR 2-1/2 MILES TO FIELD TURN-OUT
 QO1632'ON THE RIGHT (WEST).  FOLLOW FIELD TRACK WEST AND NORTH FOR
 QO1632'0.14 MILE TO STATION ON NORTH-SOUTH FIELD LINE AT GROVE OF
 QO1632'MAPLE TREES.  STATION IS A 3/4 IN X 3 FT IRON ROD 0.40 FT
 QO1632'BELOW GROUND LEVEL.
 QO1632'
 QO1632'41.11 FT NORTHEAST OF N. AND D. IN 30 IN MAPLE TREE.
 QO1632'
 QO1632'59.99 FT EAST OF N. AND D. IN 30 IN MAPLE TREE.
 QO1632'
 QO1632'46.94 FT SOUTHEAST OF N. AND D. IN 30 FT MAPLE TREE.
 QO1632
 QO1632                          STATION RECOVERY (2005)
 QO1632
 QO1632'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO1632'MARK NOT RECOVERED. PRESUMED DESTROYED. AREA IS NOW RESIDENTIAL WITH
 QO1632'LARGE LOT SIZES. FIELD ROADS NO LONGER EXIST. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4037 ***********************************************************************
 DK4037  HT_MOD      -  This is a Height Modernization Survey Station.
 DK4037  DESIGNATION -  105
 DK4037  PID         -  DK4037
 DK4037  STATE/COUNTY-  MN/TRAVERSE
 DK4037  COUNTRY     -  US
 DK4037  USGS QUAD   -  GRACEVILLE NE (1974)
 DK4037
 DK4037                         *CURRENT SURVEY CONTROL
 DK4037  ______________________________________________________________________
 DK4037* NAD 83(2007) POSITION- 45 39 29.40572(N) 096 21 27.01072(W)   ADJUSTED  
 DK4037* NAD 83(2007) ELLIP HT-   295.775 (meters)        (07/09/09)   ADJUSTED
 DK4037* NAD 83(2007) EPOCH   -  2002.00
 DK4037* NAVD 88 ORTHO HEIGHT -   321.96   (meters)    1056.3   (feet) GPS OBS   
 DK4037  ______________________________________________________________________
 DK4037  NAD 83(2007) X  -   -494,503.738 (meters)                     COMP
 DK4037  NAD 83(2007) Y  - -4,438,315.380 (meters)                     COMP
 DK4037  NAD 83(2007) Z  -  4,538,984.917 (meters)                     COMP
 DK4037  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC09
 DK4037  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 DK4037  HORZ ORDER      -  FIRST
 DK4037  ELLP ORDER      -  THIRD     CLASS I
 DK4037
 DK4037.The horizontal coordinates were established by GPS observations
 DK4037.and adjusted by the National Geodetic Survey in July 2009.
 DK4037
 DK4037.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4037.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4037
 DK4037.The horizontal coordinates are valid at the epoch date displayed above
 DK4037.which is a decimal equivalence of Year/Month/Day.
 DK4037
 DK4037.The orthometric height was determined by GPS observations and a
 DK4037.high-resolution geoid model using precise GPS observation and
 DK4037.processing techniques.
 DK4037
 DK4037.Photographs are available for this station.
 DK4037
 DK4037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4037
 DK4037.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4037
 DK4037.The ellipsoidal height was determined by GPS observations
 DK4037.and is referenced to NAD 83.
 DK4037
 DK4037. The following values were computed from the NAD 83(2007) position.
 DK4037
 DK4037;                    North         East     Units Scale Factor Converg.
 DK4037;SPC MN C     -   175,338.642   635,764.289   MT  0.99999127   -1 31 28.4
 DK4037;SPC MN C     -   575,256.86  2,085,836.67   sFT  0.99999127   -1 31 28.4
 DK4037;UTM  14      - 5,059,465.221   705,869.426   MT  1.00012109   +1 53 25.9
 DK4037
 DK4037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4037!SPC MN C     -   0.99995363  x   0.99999127  =   0.99994490
 DK4037!UTM  14      -   0.99995363  x   1.00012109  =   1.00007472
 DK4037
 DK4037                          SUPERSEDED SURVEY CONTROL
 DK4037
 DK4037  NAD 83(1996)-  45 39 29.40510(N)    096 21 27.01032(W) AD(       ) 1
 DK4037  ELLIP H (03/06/08)  295.809  (m)                       GP(       ) 3 1
 DK4037  NAVD 88 (03/06/08)  322.0    (m)  GEOID03 model used   GPS OBS        
 DK4037
 DK4037.Superseded values are not recommended for survey control.
 DK4037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4037.See file dsdata.txt to determine how the superseded data were derived.
 DK4037
 DK4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0586959465(NAD 83)
 DK4037
 DK4037_MARKER: DB = BENCH MARK DISK
 DK4037_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK4037+WITH SETTING: INFORMATION.
 DK4037_STAMPING: 105
 DK4037_MARK LOGO: BOISDE
 DK4037_PROJECTION: RECESSED 5 CENTIMETERS
 DK4037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4037+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DK4037_ROD/PIPE-DEPTH:  3.0 meters
 DK4037
 DK4037  HISTORY     - Date     Condition        Report By
 DK4037  HISTORY     - 20050517 MONUMENTED       BOISDE
 DK4037  HISTORY     - 20090806 GOOD             MNDT
 DK4037
 DK4037                          STATION DESCRIPTION
 DK4037
 DK4037'DESCRIBED BY BOIS DE SIOUX WATERSHEAD DISTRICT MN 2005
 DK4037'3.5 MILES EAST NORTHEAST OF COLLIS, 3.35 MILES EAST ALONG COUNTY ROAD
 DK4037'4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4, THENCE 1.1
 DK4037'MILES NORTH ON GRAVEL ROAD, 42.0 FEET NORTH OF EAST-WEST GRAVEL ROAD,
 DK4037'42.0 FEET WEST OF NORTH-SOUTH GRAVEL ROAD, 26. FEET WEST NORTHWEST OF
 DK4037'30 INCHES REINFORCED CONCRETE PIPE, 3.0 FEET WEST OF WITNESS POST.
 DK4037'AGENCY LOGO ON ACCESS COVER IS BOIS DE SIOUX WATERSHED DISTRICT, ROD
 DK4037'DEPTH IS UNKNOWN
 DK4037
 DK4037                          STATION RECOVERY (2009)
 DK4037
 DK4037'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK4037'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK4037'THE MARK IS 3.5 MILES EAST NORTHEAST OF COLLIS, 3.35 MILES EAST ALONG
 DK4037'COUNTY ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 4,
 DK4037'THEN 1.0 MILE NORTH ON GRAVEL ROAD, 42.0 FEET NORTH OF EAST-WEST
 DK4037'GRAVEL ROAD, 42.0 FEET WEST OF NORTH-SOUTH GRAVEL ROAD, 26.0 FEET
 DK4037'WEST-NORTHWEST OF 30 INCH REINFORCED CONCRETE PIPE, 6.5 FEET WEST OF
 DK4037'CABLE PEDESTAL NUMBER 383, 3.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1631 ***********************************************************************
 QO1631  DESIGNATION -  106
 QO1631  PID         -  QO1631
 QO1631  STATE/COUNTY-  MN/CHISAGO
 QO1631  COUNTRY     -  US
 QO1631  USGS QUAD   -  LINWOOD (1993)
 QO1631
 QO1631                         *CURRENT SURVEY CONTROL
 QO1631  ______________________________________________________________________
 QO1631* NAD 83(1996) POSITION- 45 18 46.40268(N) 093 00 41.31088(W)   ADJUSTED  
 QO1631* NAVD 88 ORTHO HEIGHT -   278.3    (meters)     913.    (feet) VERTCON   
 QO1631  ______________________________________________________________________
 QO1631  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 QO1631  LAPLACE CORR    -          5.30  (seconds)                    DEFLEC09
 QO1631  HORZ ORDER      -  SECOND
 QO1631
 QO1631.The horizontal coordinates were established by classical geodetic methods
 QO1631.and adjusted by the National Geodetic Survey in March 1999.
 QO1631.
 QO1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1631
 QO1631.Photographs are available for this station.
 QO1631
 QO1631.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1631
 QO1631. The following values were computed from the NAD 83(1996) position.
 QO1631
 QO1631;                    North         East     Units Scale Factor Converg.
 QO1631;SPC MN C     -   135,536.932   897,124.578   MT  1.00007963   +0 53 45.4
 QO1631;SPC MN C     -   444,674.08  2,943,316.22   sFT  1.00007963   +0 53 45.4
 QO1631;SPC MN S     -   357,468.032   877,516.523   MT  1.00002245   +0 41 34.4
 QO1631;SPC MN S     - 1,172,793.03  2,878,985.46   sFT  1.00002245   +0 41 34.4
 QO1631;UTM  15      - 5,017,709.493   499,100.511   MT  0.99960001   -0 00 29.4
 QO1631
 QO1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1631!SPC MN C     -   0.99996070  x   1.00007963  =   1.00004033
 QO1631!SPC MN S     -   0.99996070  x   1.00002245  =   0.99998315
 QO1631!UTM  15      -   0.99996070  x   0.99960001  =   0.99956073
 QO1631
 QO1631:                Primary Azimuth Mark                     Grid Az
 QO1631:SPC MN C     -  COMFORT                                  003 05 10.1
 QO1631:SPC MN S     -  COMFORT                                  003 17 21.1
 QO1631:UTM  15      -  COMFORT                                  003 59 24.9
 QO1631
 QO1631|---------------------------------------------------------------------|
 QO1631| PID    Reference Object                     Distance      Geod. Az  |
 QO1631|                                                           dddmmss.s |
 QO1631| QO1628 COMFORT                             APPROX. 1.3 KM 0035855.5 |
 QO1631|---------------------------------------------------------------------|
 QO1631
 QO1631                          SUPERSEDED SURVEY CONTROL
 QO1631
 QO1631  NAD 83(1986)-  45 18 46.39652(N)    093 00 41.29665(W) AD(       ) 2
 QO1631  NAD 27      -  45 18 46.51220(N)    093 00 40.50490(W) AD(       ) 2
 QO1631  NGVD 29 (07/19/86)  278.3    (m)          913.     (f) VERT ANG       
 QO1631
 QO1631.Superseded values are not recommended for survey control.
 QO1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1631.See file dsdata.txt to determine how the superseded data were derived.
 QO1631
 QO1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9910017709(NAD 83)
 QO1631
 QO1631_MARKER: I = METAL ROD
 QO1631_SETTING: 0 = UNSPECIFIED SETTING
 QO1631_STAMPING: UNSTAMPED
 QO1631_MARK LOGO: MNHD  
 QO1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1631
 QO1631  HISTORY     - Date     Condition        Report By
 QO1631  HISTORY     - 1959     MONUMENTED       MNHD
 QO1631  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO1631  HISTORY     - 20070611 MARK NOT FOUND   MNDT
 QO1631
 QO1631                          STATION DESCRIPTION
 QO1631
 QO1631'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1631'STATION IS SITUATED APPROX. 2 MILES SOUTHWEST OF TOWN OF
 QO1631'WYOMING.
 QO1631'
 QO1631'TO REACH FROM RAILWAY STATION IN WYOMING GO SOUTH ON HIGHWAY
 QO1631'61 FOR 0.42 MILE TO ANOKA COUNTY ROAD 62.  TURN RIGHT (SOUTHWEST)
 QO1631'1.52 MILES ON ANOKA COUNTY ROAD 62 TO FIELD ROAD ON THE LEFT
 QO1631'(EAST).  TAKE FIELD ROAD EAST FOR 0.1 MILE TO FENCE CORNER.
 QO1631'STATION IS 120 FEET SOUTH OF FENCE CORNER AND 19 FEET EAST OF
 QO1631'NORTH-SOUTH FENCE, 58.28 FT NORTH OF NORTHWEST CORNER OF
 QO1631'BARN.
 QO1631'
 QO1631'STATION IS A 3/4 IN X 4 FT IRON ROD FLUSH WITH THE GROUND.
 QO1631'REFERENCED BY A NAIL AND DISK IN A 18 IN OAK TREE 9.83 FEET
 QO1631'EAST OF STATION, A NAIL AND DISK IN A 30 IN MAPLE 32.42
 QO1631'FT SOUTHWEST OF STATION AND A NAIL AND DISC IN A 30 IN MAPLE
 QO1631'16.59 FT NORTHWEST OF STATION.
 QO1631
 QO1631                          STATION RECOVERY (2005)
 QO1631
 QO1631'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO1631'NOT FOUND. PRESUMED DESTROYED. FIELD ROADS NO LONGER EXIST. AREA IS
 QO1631'FULL OF HOMES WITH LARGE LOTS. SPSPS. JRD
 QO1631
 QO1631                          STATION RECOVERY (2007)
 QO1631
 QO1631'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1631'2 MILES SOUTHWEST OF WYOMING, 1.52 MILES SOUTHWEST OF TRUNK HIGHWAY
 QO1631'61, 0.1 MILES EAST OF KETTLE RIVER BOULEVARD, 120 FEET SOUTH OF FENCE
 QO1631'CORNER, 19 FEET EAST OF FENCE, 9.83 FEET WEST OF NAIL AND DISK IN 30
 QO1631'INCH OAK TREE, 32.42 FEET NORTHEAST OF NAIL AND DISK IN 40 INCH MAPLE
 QO1631'TREE, 16.59 FEET SOUTHEAST OF NAIL AND DISK IN 45 INCH MAPLE TREE, 275
 QO1631'FEET NORTH OF POLE SHED AT ADDRESS 4732 250TH STREET, 500.0 FEET EAST
 QO1631'OF KETTLE RIVER BOULEVARD, 500.0 FEET NORTH OF 250TH STREET, 50.0 FEET
 QO1631'EAST FROM EDGE OF CLEARING AT ADDRESS 25111 KETTLE RIVER BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0196 ***********************************************************************
 SL0196  DESIGNATION -  106+79
 SL0196  PID         -  SL0196
 SL0196  STATE/COUNTY-  MN/NORMAN
 SL0196  COUNTRY     -  US
 SL0196  USGS QUAD   -  ADA (1965)
 SL0196
 SL0196                         *CURRENT SURVEY CONTROL
 SL0196  ______________________________________________________________________
 SL0196* NAD 83(1986) POSITION- 47 19 31.     (N) 096 30 57.     (W)   SCALED    
 SL0196* NAVD 88 ORTHO HEIGHT -   274.235  (meters)     899.72  (feet) ADJUSTED  
 SL0196  ______________________________________________________________________
 SL0196  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 SL0196  DYNAMIC HEIGHT  -        274.270 (meters)      899.83  (feet) COMP
 SL0196  MODELED GRAVITY -    980,733.9   (mgal)                       NAVD 88
 SL0196
 SL0196  VERT ORDER      -  SECOND    CLASS 0
 SL0196
 SL0196.The horizontal coordinates were scaled from a topographic map and have
 SL0196.an estimated accuracy of +/- 6 seconds.
 SL0196.
 SL0196.The orthometric height was determined by differential leveling and
 SL0196.adjusted in June 1991.
 SL0196
 SL0196.The dynamic height is computed by dividing the NAVD 88
 SL0196.geopotential number by the normal gravity value computed on the
 SL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0196.degrees latitude (g = 980.6199 gals.).
 SL0196
 SL0196.The modeled gravity was interpolated from observed gravity values.
 SL0196
 SL0196;                    North         East    Units  Estimated Accuracy
 SL0196;SPC MN N     -   197,450.      541,890.      MT  (+/- 180 meters Scaled)
 SL0196
 SL0196                          SUPERSEDED SURVEY CONTROL
 SL0196
 SL0196  NGVD 29 (??/??/92)  273.886  (m)          898.57   (f) ADJ UNCH    2 0
 SL0196
 SL0196.Superseded values are not recommended for survey control.
 SL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0196.See file dsdata.txt to determine how the superseded data were derived.
 SL0196
 SL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT877443(NAD 83)
 SL0196
 SL0196_MARKER: DD = SURVEY DISK
 SL0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0196+STABILITY: SURFACE MOTION
 SL0196
 SL0196  HISTORY     - Date     Condition        Report By
 SL0196  HISTORY     - UNK      MONUMENTED       MNDT
 SL0196  HISTORY     - 1964     GOOD             CGS
 SL0196  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0196
 SL0196                          STATION DESCRIPTION
 SL0196
 SL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0196'1.85 MI N FROM ADA.
 SL0196'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE GREAT NORTHERN
 SL0196'RAILWAY STATION AT ADA, IN S 34, T 145 N, R 46 W, 75 FEET EAST OF THE
 SL0196'CENTER LINE OF THE HIGHWAY, 46 FEET NORTH OF THE CENTER LINE OF A
 SL0196'GRAVELED ROAD LEADING EAST, 0.8 FOOT WEST OF A METAL WITNESS POST,
 SL0196'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 SL0196'CONCRETE POST FLUSH WITH THE GROUND.
 SL0196
 SL0196                          STATION RECOVERY (1982)
 SL0196
 SL0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0196'NOT RECOVERED.  PROBABLY TAKEN OUT BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4409 ***********************************************************************
 DN4409  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4409  DESIGNATION -  107 KEE
 DN4409  PID         -  DN4409
 DN4409  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4409  COUNTRY     -  US
 DN4409  USGS QUAD   -  CLEMENTSON SW (1968)
 DN4409
 DN4409                         *CURRENT SURVEY CONTROL
 DN4409  ______________________________________________________________________
 DN4409* NAD 83(2007) POSITION- 48 33 10.12739(N) 094 26 45.88361(W)   ADJUSTED  
 DN4409* NAD 83(2007) ELLIP HT-   310.461 (meters)        (09/16/11)   ADJUSTED
 DN4409* NAD 83(2007) EPOCH   -  2002.00
 DN4409* NAVD 88 ORTHO HEIGHT -   339.49   (meters)    1113.8   (feet) GPS OBS   
 DN4409  ______________________________________________________________________
 DN4409  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DN4409  NAD 83(2007) X  -   -327,916.657 (meters)                     COMP
 DN4409  NAD 83(2007) Y  - -4,217,314.800 (meters)                     COMP
 DN4409  NAD 83(2007) Z  -  4,758,019.780 (meters)                     COMP
 DN4409  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC09
 DN4409  HORZ ORDER      -  FIRST
 DN4409  ELLP ORDER      -  FIRST     CLASS I
 DN4409
 DN4409.The horizontal coordinates were established by GPS observations
 DN4409.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4409
 DN4409.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4409.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4409
 DN4409.The horizontal coordinates are valid at the epoch date displayed above
 DN4409.which is a decimal equivalence of Year/Month/Day.
 DN4409
 DN4409.The orthometric height was determined by GPS observations and a
 DN4409.high-resolution geoid model using precise GPS observation and
 DN4409.processing techniques.
 DN4409
 DN4409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4409
 DN4409.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4409
 DN4409.The ellipsoidal height was determined by GPS observations
 DN4409.and is referenced to NAD 83.
 DN4409
 DN4409. The following values were computed from the NAD 83(2007) position.
 DN4409
 DN4409;                    North         East     Units Scale Factor Converg.
 DN4409;SPC MN N     -   329,092.434   700,633.135   MT  0.99998133   -0 59 51.9
 DN4409;SPC MN N     - 1,079,697.43  2,298,660.54   sFT  0.99998133   -0 59 51.9
 DN4409;UTM  15      - 5,378,755.581   393,287.887   MT  0.99973991   -1 05 02.5
 DN4409
 DN4409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4409!SPC MN N     -   0.99995135  x   0.99998133  =   0.99993268
 DN4409!UTM  15      -   0.99995135  x   0.99973991  =   0.99969127
 DN4409
 DN4409                          SUPERSEDED SURVEY CONTROL
 DN4409
 DN4409.No superseded survey control is available for this station.
 DN4409
 DN4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP9328778755(NAD 83)
 DN4409
 DN4409_MARKER: DD = SURVEY DISK
 DN4409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4409_STAMPING: 107 KEE 1967
 DN4409_MARK LOGO: USGS  
 DN4409_PROJECTION: PROJECTING 8 CENTIMETERS
 DN4409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4409+STABILITY: SURFACE MOTION
 DN4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4409+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 DN4409
 DN4409  HISTORY     - Date     Condition        Report By
 DN4409  HISTORY     - 19671031 MONUMENTED       USGS
 DN4409  HISTORY     - 20081216 GOOD             MNDT
 DN4409
 DN4409                          STATION DESCRIPTION
 DN4409
 DN4409'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DN4409'9.7 MILES SOUTH SOUTHWEST OF CLEMENTSON, 3.68 MILES EASTERLY ALONG
 DN4409'COUNTY ROAD 16 FROM JUNCTION OF COUNTY ROAD 16 AND TRUNK HIGHWAY 72,
 DN4409'THEN 3.0 MILES EAST AND NORTHEAST ON COUNTY ROAD 100, 140 FEET SOUTH
 DN4409'OF DRIVE WAY EAST, 20 FEET EAST OF COUNTY ROAD 100 AT CURVE, 3 FEET
 DN4409'SOUTHEAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0023 ***********************************************************************
 TD0023  DESIGNATION -  1071
 TD0023  PID         -  TD0023
 TD0023  STATE/COUNTY-  MN/ROSEAU
 TD0023  COUNTRY     -  US
 TD0023  USGS QUAD   -  GREENBUSH (1962)
 TD0023
 TD0023                         *CURRENT SURVEY CONTROL
 TD0023  ______________________________________________________________________
 TD0023* NAD 83(1986) POSITION- 48 39 04.     (N) 096 10 18.     (W)   SCALED    
 TD0023* NAVD 88 ORTHO HEIGHT -   326.292  (meters)    1070.51  (feet) ADJUSTED  
 TD0023  ______________________________________________________________________
 TD0023  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 TD0023  DYNAMIC HEIGHT  -        326.372 (meters)     1070.77  (feet) COMP
 TD0023  MODELED GRAVITY -    980,844.9   (mgal)                       NAVD 88
 TD0023
 TD0023  VERT ORDER      -  FIRST     CLASS II
 TD0023
 TD0023.The horizontal coordinates were scaled from a topographic map and have
 TD0023.an estimated accuracy of +/- 6 seconds.
 TD0023.
 TD0023.The orthometric height was determined by differential leveling and
 TD0023.adjusted in June 1991.
 TD0023
 TD0023.WARNING-Repeat measurements at this control monument indicate possible
 TD0023.vertical movement.
 TD0023
 TD0023.The dynamic height is computed by dividing the NAVD 88
 TD0023.geopotential number by the normal gravity value computed on the
 TD0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0023.degrees latitude (g = 980.6199 gals.).
 TD0023
 TD0023.The modeled gravity was interpolated from observed gravity values.
 TD0023
 TD0023;                    North         East    Units  Estimated Accuracy
 TD0023;SPC MN N     -   343,650.      573,730.      MT  (+/- 180 meters Scaled)
 TD0023
 TD0023                          SUPERSEDED SURVEY CONTROL
 TD0023
 TD0023  NGVD 29 (??/??/92)  325.891  (m)         1069.19   (f) ADJ UNCH    1 2
 TD0023
 TD0023.Superseded values are not recommended for survey control.
 TD0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0023.See file dsdata.txt to determine how the superseded data were derived.
 TD0023
 TD0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU083925(NAD 83)
 TD0023
 TD0023_MARKER: P = PIPE CAP
 TD0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0023_STAMPING: 1071
 TD0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0023+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 TD0023
 TD0023  HISTORY     - Date     Condition        Report By
 TD0023  HISTORY     - 1940     MONUMENTED       USGS
 TD0023  HISTORY     - 1940     GOOD             CGS
 TD0023  HISTORY     - 20020603 MARK NOT FOUND   MNDT
 TD0023  HISTORY     - 20030603 MARK NOT FOUND   MNDT
 TD0023
 TD0023                          STATION DESCRIPTION
 TD0023
 TD0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0023'3.3 MI S FROM GREENBUSH.
 TD0023'3.3 MILES SOUTH ALONG THE GREAT NORTHERN RAILWAY FROM GREENBUSH,
 TD0023'ROSEAU COUNTY, 2 POLES SOUTH OF MILEPOST 57, 45 YARDS SOUTH OF THE
 TD0023'SOUTHBOUND WHISTLE POST, 46.2 FEET WEST OF THE WEST RAIL, 1.2 FEET
 TD0023'EAST OF THE RIGHT-OF-WAY FENCE, AND 0.8 FOOT SOUTH OF A WHITE WOODEN
 TD0023'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 TD0023'STAMPED 1071 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TD0023
 TD0023                          STATION RECOVERY (2002)
 TD0023
 TD0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 TD0023'3.3 MILES SOUTH ON RAILROAD FROM GREENBUSH, 2 POLES SOUTH OF RAILROAD
 TD0023'MILEPOST 57, 45 YARDS SOUTH OF SB WHISTLE POST, 46.2 FEET WEST OF WEST
 TD0023'RAIL OF RAILROAD TRACKS, 1.2 FEET EAST OF R/W FENCE, 0.8 FEET SOUTH OF
 TD0023'WITNESS POST
 TD0023
 TD0023                          STATION RECOVERY (2003)
 TD0023
 TD0023'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TD0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0016 ***********************************************************************
 TD0016  DESIGNATION -  1075
 TD0016  PID         -  TD0016
 TD0016  STATE/COUNTY-  MN/ROSEAU
 TD0016  COUNTRY     -  US
 TD0016  USGS QUAD   -  GREENBUSH (1962)
 TD0016
 TD0016                         *CURRENT SURVEY CONTROL
 TD0016  ______________________________________________________________________
 TD0016* NAD 83(1986) POSITION- 48 42 46.     (N) 096 09 36.     (W)   SCALED    
 TD0016* NAVD 88 ORTHO HEIGHT -   327.588  (meters)    1074.76  (feet) ADJUSTED  
 TD0016  ______________________________________________________________________
 TD0016  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 TD0016  DYNAMIC HEIGHT  -        327.670 (meters)     1075.03  (feet) COMP
 TD0016  MODELED GRAVITY -    980,852.6   (mgal)                       NAVD 88
 TD0016
 TD0016  VERT ORDER      -  FIRST     CLASS II
 TD0016
 TD0016.The horizontal coordinates were scaled from a topographic map and have
 TD0016.an estimated accuracy of +/- 6 seconds.
 TD0016.
 TD0016.The orthometric height was determined by differential leveling and
 TD0016.adjusted in June 1991.
 TD0016
 TD0016.The dynamic height is computed by dividing the NAVD 88
 TD0016.geopotential number by the normal gravity value computed on the
 TD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0016.degrees latitude (g = 980.6199 gals.).
 TD0016
 TD0016.The modeled gravity was interpolated from observed gravity values.
 TD0016
 TD0016;                    North         East    Units  Estimated Accuracy
 TD0016;SPC MN N     -   350,470.      574,860.      MT  (+/- 180 meters Scaled)
 TD0016
 TD0016                          SUPERSEDED SURVEY CONTROL
 TD0016
 TD0016  NGVD 29 (??/??/92)  327.185  (m)         1073.44   (f) ADJ UNCH    1 2
 TD0016
 TD0016.Superseded values are not recommended for survey control.
 TD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0016.See file dsdata.txt to determine how the superseded data were derived.
 TD0016
 TD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU089994(NAD 83)
 TD0016
 TD0016_MARKER: P = PIPE CAP
 TD0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0016_STAMPING: 1075
 TD0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0016
 TD0016  HISTORY     - Date     Condition        Report By
 TD0016  HISTORY     - UNK      MONUMENTED       USGS
 TD0016  HISTORY     - 1940     GOOD             CGS
 TD0016  HISTORY     - 1981     MARK NOT FOUND   NGS
 TD0016
 TD0016                          STATION DESCRIPTION
 TD0016
 TD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0016'1.15 MI N FROM GREENBUSH.
 TD0016'1.15 MILES NORTH OF GREAT NORTHERN R. R. WATER TANK AT GREENBUSH, 48.8
 TD0016'FEET WEST OF WEST RAIL, 62.3 FEET EAST OF FENCE LINE WHICH IS WEST OF
 TD0016'GRAVEL ROAD PARALLELING TRACK, 1.0 FT. S. OF WHITE MARKER POST.
 TD0016
 TD0016                          STATION RECOVERY (1981)
 TD0016
 TD0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TD0016'NOT RECOVERED THIS DATE, ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QQ0044 ***********************************************************************
 QQ0044  DESIGNATION -  1076 RESET
 QQ0044  PID         -  QQ0044
 QQ0044  STATE/COUNTY-  MN/GRANT
 QQ0044  COUNTRY     -  US
 QQ0044  USGS QUAD   -  HERMAN (1973)
 QQ0044
 QQ0044                         *CURRENT SURVEY CONTROL
 QQ0044  ______________________________________________________________________
 QQ0044* NAD 83(1986) POSITION- 45 48 33.15   (N) 096 08 32.19   (W)   HD_HELD1  
 QQ0044* NAVD 88 ORTHO HEIGHT -   327.192  (meters)    1073.46  (feet) ADJUSTED  
 QQ0044  ______________________________________________________________________
 QQ0044  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 QQ0044  DYNAMIC HEIGHT  -        327.188 (meters)     1073.45  (feet) COMP
 QQ0044  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 QQ0044
 QQ0044  VERT ORDER      -  SECOND    CLASS I
 QQ0044
 QQ0044.The horizontal coordinates were established by differentially corrected
 QQ0044.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QQ0044.
 QQ0044.The orthometric height was determined by differential leveling and
 QQ0044.adjusted in April 2009.
 QQ0044
 QQ0044.No vertical observational check was made to the station.
 QQ0044
 QQ0044.Photographs are available for this station.
 QQ0044
 QQ0044.The dynamic height is computed by dividing the NAVD 88
 QQ0044.geopotential number by the normal gravity value computed on the
 QQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0044.degrees latitude (g = 980.6199 gals.).
 QQ0044
 QQ0044.The modeled gravity was interpolated from observed gravity values.
 QQ0044
 QQ0044;                    North         East    Units  Estimated Accuracy
 QQ0044;SPC MN C     -   191,697.5     652,934.5     MT  (+/- 3 meters HH1 GPS) 
 QQ0044
 QQ0044                          SUPERSEDED SURVEY CONTROL
 QQ0044
 QQ0044  NGVD 29 (04/14/03)  327.03   (m)         1072.9    (f) RESET       3  
 QQ0044
 QQ0044.Superseded values are not recommended for survey control.
 QQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0044.See file dsdata.txt to determine how the superseded data were derived.
 QQ0044
 QQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2203776821(NAD 83)
 QQ0044
 QQ0044_MARKER: DB = BENCH MARK DISK
 QQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0044_SP_SET: CONCRETE MONUMENT
 QQ0044_STAMPING: MINN 1076 RESET 1972
 QQ0044_MARK LOGO: USGS  
 QQ0044_PROJECTION: FLUSH
 QQ0044_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0044+STABILITY: SURFACE MOTION
 QQ0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0044+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 QQ0044
 QQ0044  HISTORY     - Date     Condition        Report By
 QQ0044  HISTORY     - 1972     MONUMENTED       USGS
 QQ0044  HISTORY     - 1972     GOOD             NGS
 QQ0044  HISTORY     - 20050112 GOOD             DUCKS
 QQ0044  HISTORY     - 20051207 GOOD             MNDT
 QQ0044
 QQ0044                          STATION DESCRIPTION
 QQ0044
 QQ0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QQ0044'AT HERMAN.
 QQ0044'1-1/2 BLOCKS NORTHEAST OF THE INTERSECTION OF STATE HIGHWAYS
 QQ0044'9 AND 27 IN THE CENTER OF HERMAN, 48 FEET NORTHWEST OF THE CENTER
 QQ0044'OF STATE HIGHWAY 27, 15-1/2 FEET WEST OF THE SOUTHWEST CORNER
 QQ0044'OF THE HERMAN COOP CREAMERY BUILDING, 1 FOOT SOUTHWEST OF THE
 QQ0044'SOUTHEAST CORNER OF THE HERMAN LOCKER BUILDING, SET IN A CONCRETE
 QQ0044'MONUMENT FLUSH WITH THE GROUND IN THE LAWN AT THE FRONT OF
 QQ0044'THE LOCKER PLANT.
 QQ0044
 QQ0044                          STATION RECOVERY (2005)
 QQ0044
 QQ0044'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 QQ0044'THIS BENCH MARK IS ONE FOOT SOUTH OF A BRICK WALLED BUILDING, THERFORE
 QQ0044'SATELLITE COVERAGE IS LIMITED TO THE SOUTH ONLY.  I WAS ABLE TO GET
 QQ0044'GPS CALIBRATION ON THE POINT.
 QQ0044
 QQ0044                          STATION RECOVERY (2005)
 QQ0044
 QQ0044'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QQ0044'THE MARK IS IN HERMAN, 1.5 BLOCKS NORTHEAST OF THE JUNCTION OF TRUNK
 QQ0044'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, 48 FT (14.6 M) NORTHWEST OF
 QQ0044'TRUNK HIGHWAY 27, 15.5 FT (4.7 M) WEST OF THE SOUTHWEST CORNER OF THE
 QQ0044'OLD CREAMERY BUILDING, 1.0 FT (0.3 M) SOUTHWEST OF THE SOUTHEAST
 QQ0044'CORNER OF THE OLD LOCKER BUILDING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1545 ***********************************************************************
 QO1545  DESIGNATION -  108
 QO1545  PID         -  QO1545
 QO1545  STATE/COUNTY-  MN/CHISAGO
 QO1545  COUNTRY     -  US
 QO1545  USGS QUAD   -  STACY (1974)
 QO1545
 QO1545                         *CURRENT SURVEY CONTROL
 QO1545  ______________________________________________________________________
 QO1545* NAD 83(1996) POSITION- 45 24 03.67356(N) 092 59 11.63408(W)   ADJUSTED  
 QO1545* NAVD 88 ORTHO HEIGHT -   278.3    (meters)     913.    (feet) VERTCON   
 QO1545  ______________________________________________________________________
 QO1545  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 QO1545  LAPLACE CORR    -          8.75  (seconds)                    DEFLEC09
 QO1545  HORZ ORDER      -  SECOND
 QO1545
 QO1545.The horizontal coordinates were established by classical geodetic methods
 QO1545.and adjusted by the National Geodetic Survey in March 1999.
 QO1545.
 QO1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1545
 QO1545.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1545
 QO1545. The following values were computed from the NAD 83(1996) position.
 QO1545
 QO1545;                    North         East     Units Scale Factor Converg.
 QO1545;SPC MN C     -   145,361.938   898,921.618   MT  1.00005369   +0 54 50.2
 QO1545;SPC MN C     -   476,908.29  2,949,212.01   sFT  1.00005369   +0 54 50.2
 QO1545;SPC MN S     -   367,286.277   879,348.358   MT  1.00004551   +0 42 37.2
 QO1545;SPC MN S     - 1,205,005.06  2,884,995.40   sFT  1.00004551   +0 42 37.2
 QO1545;UTM  15      - 5,027,500.346   501,051.469   MT  0.99960001   +0 00 34.4
 QO1545
 QO1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1545!SPC MN C     -   0.99996076  x   1.00005369  =   1.00001444
 QO1545!SPC MN S     -   0.99996076  x   1.00004551  =   1.00000626
 QO1545!UTM  15      -   0.99996076  x   0.99960001  =   0.99956078
 QO1545
 QO1545:                Primary Azimuth Mark                     Grid Az
 QO1545:SPC MN C     -  STACY                                    188 53 44.9
 QO1545:SPC MN S     -  STACY                                    189 05 57.9
 QO1545:UTM  15      -  STACY                                    189 48 00.7
 QO1545
 QO1545|---------------------------------------------------------------------|
 QO1545| PID    Reference Object                     Distance      Geod. Az  |
 QO1545|                                                           dddmmss.s |
 QO1545| QO0100 STACY                               APPROX. 1.9 KM 1894835.1 |
 QO1545|---------------------------------------------------------------------|
 QO1545
 QO1545                          SUPERSEDED SURVEY CONTROL
 QO1545
 QO1545  NAD 83(1986)-  45 24 03.66415(N)    092 59 11.61909(W) AD(       ) 2
 QO1545  NAD 27      -  45 24 03.79720(N)    092 59 10.82920(W) AD(       ) 2
 QO1545  NGVD 29 (07/19/86)  278.2    (m)          913.     (f) VERT ANG       
 QO1545
 QO1545.Superseded values are not recommended for survey control.
 QO1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1545.See file dsdata.txt to determine how the superseded data were derived.
 QO1545
 QO1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0105127500(NAD 83)
 QO1545
 QO1545_MARKER: I = METAL ROD
 QO1545_SETTING: 0 = UNSPECIFIED SETTING
 QO1545_STAMPING: UNSTAMPED
 QO1545_MARK LOGO: MNHD  
 QO1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1545
 QO1545  HISTORY     - Date     Condition        Report By
 QO1545  HISTORY     - 1959     MONUMENTED       MNHD
 QO1545  HISTORY     - 20070611 MARK NOT FOUND   MNDT
 QO1545
 QO1545                          STATION DESCRIPTION
 QO1545
 QO1545'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1545'STATION IS SITUATED APPROX 0.3 MILE NORTH OF TOWN OF STACY.
 QO1545'
 QO1545'TO REACH FROM JUNCTION OF HIGHWAY 61 AND ANOKA COUNTY ROAD 19
 QO1545'IN TOWN OF STACY, GO WEST ON COUNTY ROAD 19 FOR 0.5 MILE
 QO1545'TO DIRT ROAD ON RIGHT GOING NORTH.  TURN RIGHT (NORTH) FOR 0.3
 QO1545'MILE TO STATION ON RIGHT.  47 FT EAST OF EAST RAIL OF RAILWAY
 QO1545'TRACKS AND 150 FEET NORTH OF RAILWAY MILEAGE 33.  STATION IS A
 QO1545'3/4 IN X 3 FT IRON ROD FLUSH WITH THE GROUND.
 QO1545'
 QO1545'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1545
 QO1545                          STATION RECOVERY (2007)
 QO1545
 QO1545'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1545'0.3 MILES NORTH OF STACY, 0.3 MILES NORTH OF COUNTY ROAD 19, 47 FEET
 QO1545'EAST OF EAST RAIL OF RAILROAD, 150 FEET NORTH OF RAILROAD MILEPOST 33,
 QO1545'STATION WAS NOT FOUND IN 1995 AND IS NOW CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6253 ***********************************************************************
 DK6253  DESIGNATION -  108 KW
 DK6253  PID         -  DK6253
 DK6253  STATE/COUNTY-  MN/KITTSON
 DK6253  COUNTRY     -  US
 DK6253  USGS QUAD   -  JUNEBERRY RIDGE (1985)
 DK6253
 DK6253                         *CURRENT SURVEY CONTROL
 DK6253  ______________________________________________________________________
 DK6253* NAD 83(2007) POSITION- 48 45 12.70012(N) 096 29 45.88107(W)   ADJUSTED  
 DK6253* NAD 83(2007) ELLIP HT-   282.563 (meters)        (07/11/08)   ADJUSTED
 DK6253* NAD 83(2007) EPOCH   -  2002.00
 DK6253* NAVD 88 ORTHO HEIGHT -   310.0    (meters)    1017.    (feet) GPS OBS   
 DK6253  ______________________________________________________________________
 DK6253  NAD 83(2007) X  -   -476,669.012 (meters)                     COMP
 DK6253  NAD 83(2007) Y  - -4,186,217.856 (meters)                     COMP
 DK6253  NAD 83(2007) Z  -  4,772,744.501 (meters)                     COMP
 DK6253  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC09
 DK6253  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DK6253  HORZ ORDER      -  FIRST
 DK6253  ELLP ORDER      -  FOURTH    CLASS I
 DK6253
 DK6253.The horizontal coordinates were established by GPS observations
 DK6253.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6253
 DK6253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6253.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6253
 DK6253.The horizontal coordinates are valid at the epoch date displayed above
 DK6253.which is a decimal equivalence of Year/Month/Day.
 DK6253
 DK6253.The orthometric height was determined by GPS observations and a
 DK6253.high-resolution geoid model.
 DK6253
 DK6253.Photographs are available for this station.
 DK6253
 DK6253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6253
 DK6253.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6253
 DK6253.The ellipsoidal height was determined by GPS observations
 DK6253.and is referenced to NAD 83.
 DK6253
 DK6253. The following values were computed from the NAD 83(2007) position.
 DK6253
 DK6253;                    North         East     Units Scale Factor Converg.
 DK6253;SPC MN N     -   356,032.353   550,351.486   MT  1.00003159   -2 31 02.1
 DK6253;SPC MN N     - 1,168,082.81  1,805,611.50   sFT  1.00003159   -2 31 02.1
 DK6253;UTM  14      - 5,403,081.723   684,037.543   MT  1.00001612   +1 52 59.4
 DK6253
 DK6253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6253!SPC MN N     -   0.99995572  x   1.00003159  =   0.99998731
 DK6253!UTM  14      -   0.99995572  x   1.00001612  =   0.99997184
 DK6253
 DK6253                          SUPERSEDED SURVEY CONTROL
 DK6253
 DK6253  NAVD 88 (07/11/08)  310.0    (m)  GEOID03 model used   GPS OBS        
 DK6253
 DK6253.Superseded values are not recommended for survey control.
 DK6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6253.See file dsdata.txt to determine how the superseded data were derived.
 DK6253
 DK6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV8403703081(NAD 83)
 DK6253
 DK6253_MARKER: DB = BENCH MARK DISK
 DK6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6253_STAMPING: 108 KW 1954
 DK6253_MARK LOGO: USGS  
 DK6253_PROJECTION: PROJECTING 5 CENTIMETERS
 DK6253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6253+STABILITY: SURFACE MOTION
 DK6253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6253+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DK6253
 DK6253  HISTORY     - Date     Condition        Report By
 DK6253  HISTORY     - 1954     MONUMENTED       USGS
 DK6253  HISTORY     - 20070912 GOOD             MN-069
 DK6253  HISTORY     - 20081021 GOOD             MNDT
 DK6253
 DK6253                          STATION DESCRIPTION
 DK6253
 DK6253'DESCRIBED BY KITTSON COUNTY MINNESOTA 2007 (DJA)
 DK6253'1.2 MILES NORTH AND 7.7 MILES EAST OF LAKE BRONSON, 112 FEET NORTH OF
 DK6253'TOWNSHIP ROAD BY 2 STEEL GRAIN BINS, 21 FEET SOUTH SOUTHEAST OF POWER
 DK6253'POLE, 1 FOOT SOUTH OF WITNESS POST
 DK6253
 DK6253                          STATION RECOVERY (2008)
 DK6253
 DK6253'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 DK6253'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6253'THE MARK IS 1.2 MILES NORTH AND 7.7 MILES EAST OF LAKE BRONSON, 112
 DK6253'FEET NORTH OF TOWNSHIP ROAD BY 2 STEEL GRAIN BINS, 21 FEET SOUTH
 DK6253'SOUTHEAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST. POLE, 1.0
 DK6253'FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1651 ***********************************************************************
 SL1651  DESIGNATION -  108 RGW
 SL1651  PID         -  SL1651
 SL1651  STATE/COUNTY-  MN/POLK
 SL1651  COUNTRY     -  US
 SL1651  USGS QUAD   -  ELDRED (1964)
 SL1651
 SL1651                         *CURRENT SURVEY CONTROL
 SL1651  ______________________________________________________________________
 SL1651* NAD 83(2007) POSITION- 47 37 45.55917(N) 096 48 55.49396(W)   ADJUSTED  
 SL1651* NAD 83(2007) ELLIP HT-   237.041 (meters)        (07/08/11)   ADJUSTED
 SL1651* NAD 83(2007) EPOCH   -  2002.00
 SL1651* NAVD 88 ORTHO HEIGHT -   263.831  (meters)     865.59  (feet) ADJUSTED  
 SL1651  ______________________________________________________________________
 SL1651  NAD 83(2007) X  -   -511,047.237 (meters)                     COMP
 SL1651  NAD 83(2007) Y  - -4,275,985.661 (meters)                     COMP
 SL1651  NAD 83(2007) Z  -  4,689,374.710 (meters)                     COMP
 SL1651  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 SL1651  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 SL1651  DYNAMIC HEIGHT  -        263.874 (meters)      865.73  (feet) COMP
 SL1651  MODELED GRAVITY -    980,768.6   (mgal)                       NAVD 88
 SL1651
 SL1651  HORZ ORDER      -  FIRST
 SL1651  VERT ORDER      -  SECOND    CLASS I
 SL1651  ELLP ORDER      -  FOURTH    CLASS I
 SL1651
 SL1651.The horizontal coordinates were established by GPS observations
 SL1651.and adjusted by the National Geodetic Survey in July 2011.
 SL1651
 SL1651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SL1651.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SL1651
 SL1651.The horizontal coordinates are valid at the epoch date displayed above
 SL1651.which is a decimal equivalence of Year/Month/Day.
 SL1651
 SL1651.The orthometric height was determined by differential leveling and
 SL1651.adjusted in June 1991.
 SL1651
 SL1651.Photographs are available for this station.
 SL1651
 SL1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1651
 SL1651.The Laplace correction was computed from DEFLEC09 derived deflections.
 SL1651
 SL1651.The ellipsoidal height was determined by GPS observations
 SL1651.and is referenced to NAD 83.
 SL1651
 SL1651.The dynamic height is computed by dividing the NAVD 88
 SL1651.geopotential number by the normal gravity value computed on the
 SL1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1651.degrees latitude (g = 980.6199 gals.).
 SL1651
 SL1651.The modeled gravity was interpolated from observed gravity values.
 SL1651
 SL1651. The following values were computed from the NAD 83(2007) position.
 SL1651
 SL1651;                    North         East     Units Scale Factor Converg.
 SL1651;SPC MN N     -   232,259.246   520,888.350   MT  0.99990926   -2 45 14.2
 SL1651;SPC MN N     -   762,003.88  1,708,947.86   sFT  0.99990926   -2 45 14.2
 SL1651;UTM  14      - 5,277,414.343   664,120.548   MT  0.99993101   +1 36 51.6
 SL1651
 SL1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1651!SPC MN N     -   0.99996285  x   0.99990926  =   0.99987211
 SL1651!UTM  14      -   0.99996285  x   0.99993101  =   0.99989386
 SL1651
 SL1651:                Primary Azimuth Mark                     Grid Az
 SL1651:SPC MN N     -  6012 AE                                  179 59 19.4
 SL1651:UTM  14      -  6012 AE                                  175 37 13.6
 SL1651
 SL1651|---------------------------------------------------------------------|
 SL1651| PID    Reference Object                     Distance      Geod. Az  |
 SL1651|                                                           dddmmss.s |
 SL1651| SL1652 6012 AE                             469.806 METERS 1771405.2 |
 SL1651|---------------------------------------------------------------------|
 SL1651
 SL1651                          SUPERSEDED SURVEY CONTROL
 SL1651
 SL1651  NAD 83(1996)-  47 37 45.55893(N)    096 48 55.49396(W) AD(       ) 1
 SL1651  ELLIP H (05/29/07)  237.045  (m)                       GP(       ) 4 1
 SL1651  NAVD 88 (05/29/07)  263.83   (m)          865.6    (f) LEVELING    3  
 SL1651
 SL1651.Superseded values are not recommended for survey control.
 SL1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1651.See file dsdata.txt to determine how the superseded data were derived.
 SL1651
 SL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6412077414(NAD 83)
 SL1651
 SL1651_MARKER: DE = TRAVERSE STATION DISK
 SL1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1651_SP_SET: CONCRETE MONUMENT
 SL1651_STAMPING: 108 RGW 1962
 SL1651_MARK LOGO: USGS  
 SL1651_PROJECTION: RECESSED 8 CENTIMETERS
 SL1651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SL1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1651+STABILITY: SURFACE MOTION
 SL1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1651+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 SL1651
 SL1651  HISTORY     - Date     Condition        Report By
 SL1651  HISTORY     - 1962     MONUMENTED       USGS
 SL1651  HISTORY     - 1987     GOOD             MNDT
 SL1651  HISTORY     - 20061114 GOOD             MNDT
 SL1651
 SL1651                          STATION DESCRIPTION
 SL1651
 SL1651'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1651'1.5 MI NORTH FROM CLIMAX.
 SL1651'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF CLIMAX, IN
 SL1651'THE NE 1/4 OF SECTION 19, T148N, R48W, ALONG THE BURLINGTON NORTHERN
 SL1651'RAILROAD, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK
 SL1651'HIGHWAY 75 AND AN EAST-WEST GRAVEL ROAD, 1.45 MILES NORTH ALONG TRUNK
 SL1651'HIGHWAY 75 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN CLIMAX.  THE
 SL1651'MARK, A STANDARD USGS TRAVERSE STATION DISK STAMPED---108 RGW
 SL1651'1962---, IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS BURIED 0.2
 SL1651'FOOT BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE
 SL1651'LEVEL OF THE RAILROAD TRACKS.  THE MARK IS 151.0 FEET WEST OF THE
 SL1651'CENTERLINE OF TRUNK HIGHWAY 75 AT MILEPOINT 304.05, 48.6 FEET WEST OF
 SL1651'THE WEST RAIL OF THE RAILROAD, 83.5 FEET SOUTH OF THE CENTER OF A
 SL1651'GRAVEL ROAD, 53.0 FEET SOUTH OF AN UNDERGROUND CABLE MARKER POST, AND
 SL1651'1.5 FEET SOUTH OF A STEEL WITNESS POST.
 SL1651
 SL1651                          STATION RECOVERY (2006)
 SL1651
 SL1651'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKH)
 SL1651'1.5 MILES NORTH OF CLIMAX, 1.45 MILES NORTH ON TRUNK HIGHWAY 75 FROM
 SL1651'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 220, 151 FEET WEST OF
 SL1651'TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 75 MILEPOINT 304.05, 83.5 FEET
 SL1651'SOUTH OF 370TH AVENUE SOUTHWEST, 48.6 FEET WEST OF WEST RAIL OF
 SL1651'RAILROAD TRACKS, 53 FEET SOUTH OF CABLE MARKER POST, 1.5 FEET SOUTH OF
 SL1651'WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0196 ***********************************************************************
 TC0196  DESIGNATION -  1084
 TC0196  PID         -  TC0196
 TC0196  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0196  COUNTRY     -  US
 TC0196  USGS QUAD   -  BAUDETTE (1968)
 TC0196
 TC0196                         *CURRENT SURVEY CONTROL
 TC0196  ______________________________________________________________________
 TC0196* NAD 83(1986) POSITION- 48 43 08.     (N) 094 35 36.     (W)   SCALED    
 TC0196* NAVD 88 ORTHO HEIGHT -   330.202  (meters)    1083.34  (feet) ADJUSTED  
 TC0196  ______________________________________________________________________
 TC0196  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 TC0196  DYNAMIC HEIGHT  -        330.289 (meters)     1083.62  (feet) COMP
 TC0196  MODELED GRAVITY -    980,864.9   (mgal)                       NAVD 88
 TC0196
 TC0196  VERT ORDER      -  FIRST     CLASS II
 TC0196
 TC0196.The horizontal coordinates were scaled from a topographic map and have
 TC0196.an estimated accuracy of +/- 6 seconds.
 TC0196.
 TC0196.The orthometric height was determined by differential leveling and
 TC0196.adjusted in June 1991.
 TC0196
 TC0196.WARNING-Repeat measurements at this control monument indicate possible
 TC0196.vertical movement.
 TC0196
 TC0196.The dynamic height is computed by dividing the NAVD 88
 TC0196.geopotential number by the normal gravity value computed on the
 TC0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0196.degrees latitude (g = 980.6199 gals.).
 TC0196
 TC0196.The modeled gravity was interpolated from observed gravity values.
 TC0196
 TC0196;                    North         East    Units  Estimated Accuracy
 TC0196;SPC MN N     -   347,760.      690,120.      MT  (+/- 180 meters Scaled)
 TC0196
 TC0196                          SUPERSEDED SURVEY CONTROL
 TC0196
 TC0196  NGVD 29 (??/??/92)  329.832  (m)         1082.12   (f) ADJ UNCH    1 2
 TC0196
 TC0196.Superseded values are not recommended for survey control.
 TC0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0196.See file dsdata.txt to determine how the superseded data were derived.
 TC0196
 TC0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP828974(NAD 83)
 TC0196
 TC0196_MARKER: DD = SURVEY DISK
 TC0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0196_SP_SET: ABUTMENT
 TC0196_STAMPING: 1084
 TC0196_MARK LOGO: USGS  
 TC0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0196
 TC0196  HISTORY     - Date     Condition        Report By
 TC0196  HISTORY     - UNK      MONUMENTED       USGS
 TC0196  HISTORY     - 1972     GOOD             MNDT
 TC0196  HISTORY     - 1981     GOOD             NGS
 TC0196  HISTORY     - 20090817 GOOD             GEOCAC
 TC0196
 TC0196                          STATION DESCRIPTION
 TC0196
 TC0196'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0196'IN BAUDETTE.
 TC0196'AT BAUDETTE, 0.4 MILES NORTHEAST ALONG THE CANADIAN NATIONAL RAILWAY
 TC0196'FROM THE PASSENGER STATION AT BAUDETTE, NEAR THE CENTER OF THE
 TC0196'NORTHWEST ABUTMENT OF THE INTERNATIONAL RAILROAD BRIDGE OVER THE RAINY
 TC0196'RIVER.  SE 1/4 SEC 35, T 161, 31.  NOTE-- THIS MARK IS ALSO 0.45 MILES
 TC0196'NORTHEAST ALONG T.H. 72 FROM THE JUNCTION OF T.H. 72 AND T.H. 11 IN
 TC0196'BAUDETTE TO THE U.S. CUSTOMS OFFICE, THENCE, ABOUT 200 FEET NORTHWEST
 TC0196'TO THE RAILROAD BRIDGE.
 TC0196
 TC0196                          STATION RECOVERY (1981)
 TC0196
 TC0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0196'IN BAUDETTE, SET IN THE SOUTHWEST ABUTMENT OF THE U.S. AND THE
 TC0196'CANADIAN NATIONAL RAILWAY BRIDGE, 3.8 METERS (12.5 FT) SOUTHWEST OF
 TC0196'THE NORTHWEST CORNER OF THE WEST BRIDGE ABUTMENT, 0.9 METER (3.0 FT)
 TC0196'NORTHEAST OF THE SOUTH EDGE OF THE WEST BRIDGE ABUTMENT, 0.8 METER
 TC0196'(2.8 FT) EAST-NORTHEAST OF THE WEST-SOUTHWEST EDGE OF THE WEST BRIDGE
 TC0196'ABUTMENT.
 TC0196'THE MARK IS 0.3 M BELOW THE RAILROAD TRACKS.
 TC0196
 TC0196                          STATION RECOVERY (2009)
 TC0196
 TC0196'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TC0196'HH2  484307.9 943536.2
 TC0196'MARK WILL BE FOUND UNDER BALLAST.
 TC0196' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0418 ***********************************************************************
 TC0418  DESIGNATION -  1084
 TC0418  PID         -  TC0418
 TC0418  STATE/COUNTY-  MN/ROSEAU
 TC0418  COUNTRY     -  US
 TC0418  USGS QUAD   -  FOX (1984)
 TC0418
 TC0418                         *CURRENT SURVEY CONTROL
 TC0418  ______________________________________________________________________
 TC0418* NAD 83(1986) POSITION- 48 48 51.     (N) 095 58 04.     (W)   SCALED    
 TC0418* NAVD 88 ORTHO HEIGHT -   330.848  (meters)    1085.46  (feet) ADJUSTED  
 TC0418  ______________________________________________________________________
 TC0418  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 TC0418  DYNAMIC HEIGHT  -        330.935 (meters)     1085.74  (feet) COMP
 TC0418  MODELED GRAVITY -    980,864.8   (mgal)                       NAVD 88
 TC0418
 TC0418  VERT ORDER      -  FIRST     CLASS II
 TC0418
 TC0418.The horizontal coordinates were scaled from a topographic map and have
 TC0418.an estimated accuracy of +/- 6 seconds.
 TC0418.
 TC0418.The orthometric height was determined by differential leveling and
 TC0418.adjusted in June 1991.
 TC0418
 TC0418.Photographs are available for this station.
 TC0418
 TC0418.The dynamic height is computed by dividing the NAVD 88
 TC0418.geopotential number by the normal gravity value computed on the
 TC0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0418.degrees latitude (g = 980.6199 gals.).
 TC0418
 TC0418.The modeled gravity was interpolated from observed gravity values.
 TC0418
 TC0418;                    North         East    Units  Estimated Accuracy
 TC0418;SPC MN N     -   361,200.      589,420.      MT  (+/- 180 meters Scaled)
 TC0418
 TC0418                          SUPERSEDED SURVEY CONTROL
 TC0418
 TC0418  NGVD 29 (??/??/92)  330.438  (m)         1084.11   (f) ADJ UNCH    1 2
 TC0418
 TC0418.Superseded values are not recommended for survey control.
 TC0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0418.See file dsdata.txt to determine how the superseded data were derived.
 TC0418
 TC0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ821110(NAD 83)
 TC0418
 TC0418_MARKER: I = METAL ROD
 TC0418_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC0418+WITH SETTING: INFORMATION.
 TC0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0418_STAMPING: 1084
 TC0418_MARK LOGO: USGS  
 TC0418_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TC0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0418+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 TC0418
 TC0418  HISTORY     - Date     Condition        Report By
 TC0418  HISTORY     - 1912     MONUMENTED       USGS
 TC0418  HISTORY     - 1940     GOOD             CGS
 TC0418  HISTORY     - 1981     POOR             NGS
 TC0418  HISTORY     - 20040803 POOR             MNDT
 TC0418
 TC0418                          STATION DESCRIPTION
 TC0418
 TC0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TC0418'3.4 MI W FROM FOX.
 TC0418'3.4 MILES WEST ALONG STATE HIGHWAY 11 FROM FOX, ROSEAU COUNTY, IN
 TC0418'THE NORTHEAST QUARTER OF SECTION 32, T 162 N, R 41 W, 58 FEET SOUTH OF
 TC0418'THE CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF AN ABANDONED DRIVEWAY,
 TC0418'AND 1.9 FEET WEST OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 TC0418'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1084 AND RIVETED ON THE TOP OF
 TC0418'A 3-1/2-INCH IRON PIPE.
 TC0418
 TC0418                          STATION RECOVERY (1981)
 TC0418
 TC0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0418'MARK RECOVERED IN POOR CONDITION.
 TC0418
 TC0418                          STATION RECOVERY (2004)
 TC0418
 TC0418'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 TC0418'3.5 MILES NORTHEAST OF BADGER, 3.5 MILES NORTHEAST ALONG TRUNK HIGHWAY
 TC0418'11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 2 AT BADGER, THEN
 TC0418'0.10 MILES SOUTH ON GRAVEL ROAD, THEN 0.20 MILES WEST THROUGH OLD
 TC0418'GRAVEL PIT TO MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0330 ***********************************************************************
 TC0330  DESIGNATION -  1085
 TC0330  PID         -  TC0330
 TC0330  STATE/COUNTY-  MN/ROSEAU
 TC0330  COUNTRY     -  US
 TC0330  USGS QUAD   -  SWIFT (1984)
 TC0330
 TC0330                         *CURRENT SURVEY CONTROL
 TC0330  ______________________________________________________________________
 TC0330* NAD 83(1986) POSITION- 48 51 14.     (N) 095 13 20.     (W)   SCALED    
 TC0330* NAVD 88 ORTHO HEIGHT -   330.984  (meters)    1085.90  (feet) POSTED    
 TC0330  ______________________________________________________________________
 TC0330  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 TC0330  DYNAMIC HEIGHT  -        331.07  (meters)     1086.2   (feet) COMP
 TC0330  MODELED GRAVITY -    980,867.0   (mgal)                       NAVD 88
 TC0330
 TC0330  VERT ORDER      -  * POSTED, Code B , SEE BELOW
 TC0330
 TC0330.The horizontal coordinates were scaled from a topographic map and have
 TC0330.an estimated accuracy of +/- 6 seconds.
 TC0330.
 TC0330.The orthometric height was determined by differential leveling
 TC0330.and adjusted by the  in 1992.
 TC0330
 TC0330.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 TC0330.rate of 1.1 thru 2.0 mm/km.
 TC0330
 TC0330.The dynamic height is computed by dividing the NAVD 88
 TC0330.geopotential number by the normal gravity value computed on the
 TC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0330.degrees latitude (g = 980.6199 gals.).
 TC0330
 TC0330.The modeled gravity was interpolated from observed gravity values.
 TC0330
 TC0330;                    North         East    Units  Estimated Accuracy
 TC0330;SPC MN N     -   363,850.      644,270.      MT  (+/- 180 meters Scaled)
 TC0330
 TC0330                          SUPERSEDED SURVEY CONTROL
 TC0330
 TC0330  NGVD 29 (??/??/92)  330.555  (m)         1084.50   (f) ADJ UNCH    1 2
 TC0330
 TC0330.Superseded values are not recommended for survey control.
 TC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0330.See file dsdata.txt to determine how the superseded data were derived.
 TC0330
 TC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ369135(NAD 83)
 TC0330
 TC0330_MARKER: P = PIPE CAP
 TC0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0330_STAMPING: 1085
 TC0330_MARK LOGO: USGS  
 TC0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0330
 TC0330  HISTORY     - Date     Condition        Report By
 TC0330  HISTORY     - UNK      MONUMENTED       USGS
 TC0330  HISTORY     - 1972     GOOD             MNDT
 TC0330  HISTORY     - 1981     POOR             NGS
 TC0330
 TC0330                          STATION DESCRIPTION
 TC0330
 TC0330'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0330'IN SWIFT.
 TC0330'AT SWIFT, ABOUT 300 FEET NORTHWEST OF COUNTY ROAD 2, 117 FEET
 TC0330'SOUTHEAST OF POWER POLE NO. 71 (EAST-WEST LINE), 69 FEET SOUTHWEST OF
 TC0330'A CONCRETE ROADWAY (OLD TH 11) OPPOSITE THE ENTRANCE (NORTH) TO A
 TC0330'GRANARY, 38.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE CANADIAN
 TC0330'NATIONAL RAILWAY, A USGS CAP ON A 3 1/2 INCH PIPE PROJECTING 24 INCHES
 TC0330'ABOVE GROUND.  CORNER OF NE 1/4, SEC 13, T 162, R 36.
 TC0330
 TC0330                          STATION RECOVERY (1981)
 TC0330
 TC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0330'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0020 ***********************************************************************
 TC0020  DESIGNATION -  1086
 TC0020  PID         -  TC0020
 TC0020  STATE/COUNTY-  MN/KOOCHICHING
 TC0020  COUNTRY     -  US
 TC0020  USGS QUAD   -  BORDER (1968)
 TC0020
 TC0020                         *CURRENT SURVEY CONTROL
 TC0020  ______________________________________________________________________
 TC0020* NAD 83(1986) POSITION- 48 42 29.     (N) 094 18 38.     (W)   SCALED    
 TC0020* NAVD 88 ORTHO HEIGHT -   330.834  (meters)    1085.41  (feet) POSTED    
 TC0020  ______________________________________________________________________
 TC0020  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 TC0020  DYNAMIC HEIGHT  -        330.92  (meters)     1085.7   (feet) COMP
 TC0020  MODELED GRAVITY -    980,861.6   (mgal)                       NAVD 88
 TC0020
 TC0020  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TC0020
 TC0020.The horizontal coordinates were scaled from a topographic map and have
 TC0020.an estimated accuracy of +/- 6 seconds.
 TC0020.
 TC0020.The orthometric height was determined by differential leveling
 TC0020.and adjusted by the  in 1992.
 TC0020
 TC0020.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TC0020.was located on a no-check spur therefore a value was not computed.
 TC0020
 TC0020.No vertical observational check was made to the station.
 TC0020
 TC0020.The dynamic height is computed by dividing the NAVD 88
 TC0020.geopotential number by the normal gravity value computed on the
 TC0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0020.degrees latitude (g = 980.6199 gals.).
 TC0020
 TC0020.The modeled gravity was interpolated from observed gravity values.
 TC0020
 TC0020;                    North         East    Units  Estimated Accuracy
 TC0020;SPC MN N     -   346,190.      710,910.      MT  (+/- 180 meters Scaled)
 TC0020
 TC0020                          SUPERSEDED SURVEY CONTROL
 TC0020
 TC0020  NGVD 29 (??/??/92)  330.468  (m)         1084.21   (f) ADJ UNCH    1 2
 TC0020
 TC0020.Superseded values are not recommended for survey control.
 TC0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0020.See file dsdata.txt to determine how the superseded data were derived.
 TC0020
 TC0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP035958(NAD 83)
 TC0020
 TC0020_MARKER: P = PIPE CAP
 TC0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0020_STAMPING: 1086
 TC0020_MARK LOGO: USGS  
 TC0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0020
 TC0020  HISTORY     - Date     Condition        Report By
 TC0020  HISTORY     - UNK      MONUMENTED       USGS
 TC0020  HISTORY     - 1935     GOOD             CGS
 TC0020  HISTORY     - 1981     POOR             NGS
 TC0020
 TC0020                          STATION DESCRIPTION
 TC0020
 TC0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0020'2 MI W FROM BORDER.
 TC0020'ABOUT 2 MILES WEST ALONG STATE HIGHWAY 11 FROM BORDER, KOOCHICHING
 TC0020'COUNTY, AT SECTION 1, T 160 N, R 29 W, OPPOSITE THE MOUTH OF PINE
 TC0020'RIVER IN CANADA, 250 FEET WEST OF THE HENRY VOG HOUSE, 250 FEET
 TC0020'NORTHEAST OF THE FRED NORLAND HOUSE, AND ON THE BROW OF THE RIVER
 TC0020'BANK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1086
 TC0020'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TC0020
 TC0020                          STATION RECOVERY (1981)
 TC0020
 TC0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0020'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0028 ***********************************************************************
 TC0028  DESIGNATION -  1088
 TC0028  PID         -  TC0028
 TC0028  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0028  COUNTRY     -  US
 TC0028  USGS QUAD   -  CLEMENTSON (1968)
 TC0028
 TC0028                         *CURRENT SURVEY CONTROL
 TC0028  ______________________________________________________________________
 TC0028* NAD 83(1986) POSITION- 48 41 27.     (N) 094 26 00.     (W)   SCALED    
 TC0028* NAVD 88 ORTHO HEIGHT -   331.313  (meters)    1086.98  (feet) ADJUSTED  
 TC0028  ______________________________________________________________________
 TC0028  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 TC0028  DYNAMIC HEIGHT  -        331.399 (meters)     1087.26  (feet) COMP
 TC0028  MODELED GRAVITY -    980,860.2   (mgal)                       NAVD 88
 TC0028
 TC0028  VERT ORDER      -  FIRST     CLASS II
 TC0028
 TC0028.The horizontal coordinates were scaled from a topographic map and have
 TC0028.an estimated accuracy of +/- 6 seconds.
 TC0028.
 TC0028.The orthometric height was determined by differential leveling and
 TC0028.adjusted in June 1991.
 TC0028
 TC0028.Photographs are available for this station.
 TC0028
 TC0028.The dynamic height is computed by dividing the NAVD 88
 TC0028.geopotential number by the normal gravity value computed on the
 TC0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0028.degrees latitude (g = 980.6199 gals.).
 TC0028
 TC0028.The modeled gravity was interpolated from observed gravity values.
 TC0028
 TC0028;                    North         East    Units  Estimated Accuracy
 TC0028;SPC MN N     -   344,420.      701,840.      MT  (+/- 180 meters Scaled)
 TC0028
 TC0028                          SUPERSEDED SURVEY CONTROL
 TC0028
 TC0028  NGVD 29 (??/??/92)  330.963  (m)         1085.83   (f) ADJ UNCH    1 2
 TC0028
 TC0028.Superseded values are not recommended for survey control.
 TC0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0028.See file dsdata.txt to determine how the superseded data were derived.
 TC0028
 TC0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP945940(NAD 83)
 TC0028
 TC0028_MARKER: DB = BENCH MARK DISK
 TC0028_SETTING: 66 = SET IN ROCK OUTCROP
 TC0028_SP_SET: BEDROCK LEDGE
 TC0028_STAMPING: 1088
 TC0028_MARK LOGO: USGS  
 TC0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0028+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 TC0028
 TC0028  HISTORY     - Date     Condition        Report By
 TC0028  HISTORY     - 1907     MONUMENTED       USGS
 TC0028  HISTORY     - 1935     GOOD             CGS
 TC0028  HISTORY     - 1981     GOOD             NGS
 TC0028  HISTORY     - 19980328 GOOD             MNDT
 TC0028  HISTORY     - 20090817 GOOD             GEOCAC
 TC0028
 TC0028                          STATION DESCRIPTION
 TC0028
 TC0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0028'IN CLEMENTSON.
 TC0028'AT CLEMENTSON, LAKE OF THE WOODS COUNTY, NEAR THE MOUTH OF RAPID
 TC0028'RIVER, 175 FEET WEST OF THE RAPIDS, 100 FEET NORTHEAST OF THE H.
 TC0028'CLEMENTSON HOUSE, IN THE TOP OF A BEDROCK LEDGE, AND SLIGHTLY ABOVE
 TC0028'THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 TC0028'1088.
 TC0028
 TC0028                          STATION RECOVERY (1981)
 TC0028
 TC0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0028'0.2 KM (0.1 MI) WEST ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF
 TC0028'COUNTY ROAD 18 SOUTH IN CLEMENTSON, AT A POINT ABOUT 53.3 METERS
 TC0028'(175 FT) WEST OF AND ON THE SOUTH SIDE OF THE HIGHWAY FROM THE RAPIDS
 TC0028'NEAR THE MOUTH OF THE RAPID RIVER, SET IN THE TOP OF A BEDROCK LEDGE
 TC0028'AND LEVEL WITH THE GROUND, 16.4 METERS (54.0 FT) SOUTH OF THE
 TC0028'CENTERLINE OF HIGHWAY 11 (SLOPE MEASUREMENT), 7.0 METERS (23.0 FT)
 TC0028'SOUTHWEST OF A POWERLINE POLE, 4.5 METERS (15.0 FT) SOUTH OF A GUY
 TC0028'CABLE ANCHOR, 42.6 METERS (140 FT) WEST-SOUTHWEST OF THE WEST END OF
 TC0028'THE SOUTH WALL OF THE HIGHWAY BRIDGE OF THE RAPID RIVER, 42.6 METERS
 TC0028'(140 FT) EAST-SOUTHEAST OF A WAYSIDE REST SIGN WHICH IS ON THE NORTH
 TC0028'SIDE OF HIGHWAY 11.
 TC0028'THE MARK IS 1.5 METERS  E FROM A WITNESS POST.
 TC0028'THE MARK IS 2.4 M BELOW HIGHWAY 11.
 TC0028
 TC0028                          STATION RECOVERY (1998)
 TC0028
 TC0028'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC0028'THE MARK IS LOCATED ABOUT AT CLEMENTSON, NEAR MOUTH OF RAPID RIVER,
 TC0028'175 FT (53.3 M) WEST OF RAPIDS, 100 FT (30.5 M) NE OF HOUSE, 23 FT
 TC0028'(7.0 M) SW OF CABLE MARKER, 54 FT (16.5 M) SOUTH OF TH 11 AT MP
 TC0028'137.25, 4.5 FT (1.4 M) EAST OF WITNESS POST.
 TC0028
 TC0028                          STATION RECOVERY (2009)
 TC0028
 TC0028'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TC0028'HH2   484126.6 942603.1
 TC0028' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0025 ***********************************************************************
 TC0025  DESIGNATION -  1089
 TC0025  PID         -  TC0025
 TC0025  STATE/COUNTY-  MN/KOOCHICHING
 TC0025  COUNTRY     -  US
 TC0025  USGS QUAD   -  CLEMENTSON (1968)
 TC0025
 TC0025                         *CURRENT SURVEY CONTROL
 TC0025  ______________________________________________________________________
 TC0025* NAD 83(1986) POSITION- 48 42 33.     (N) 094 23 27.     (W)   SCALED    
 TC0025* NAVD 88 ORTHO HEIGHT -   331.758  (meters)    1088.44  (feet) POSTED    
 TC0025  ______________________________________________________________________
 TC0025  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 TC0025  DYNAMIC HEIGHT  -        331.84  (meters)     1088.7   (feet) COMP
 TC0025  MODELED GRAVITY -    980,862.3   (mgal)                       NAVD 88
 TC0025
 TC0025  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TC0025
 TC0025.The horizontal coordinates were scaled from a topographic map and have
 TC0025.an estimated accuracy of +/- 6 seconds.
 TC0025.
 TC0025.The orthometric height was determined by differential leveling
 TC0025.and adjusted by the  in 1992.
 TC0025
 TC0025.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TC0025.was located on a no-check spur therefore a value was not computed.
 TC0025
 TC0025.No vertical observational check was made to the station.
 TC0025
 TC0025.The dynamic height is computed by dividing the NAVD 88
 TC0025.geopotential number by the normal gravity value computed on the
 TC0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0025.degrees latitude (g = 980.6199 gals.).
 TC0025
 TC0025.The modeled gravity was interpolated from observed gravity values.
 TC0025
 TC0025;                    North         East    Units  Estimated Accuracy
 TC0025;SPC MN N     -   346,410.      705,000.      MT  (+/- 180 meters Scaled)
 TC0025
 TC0025                          SUPERSEDED SURVEY CONTROL
 TC0025
 TC0025  NGVD 29 (??/??/92)  331.394  (m)         1087.25   (f) ADJ UNCH    1 2
 TC0025
 TC0025.Superseded values are not recommended for survey control.
 TC0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0025.See file dsdata.txt to determine how the superseded data were derived.
 TC0025
 TC0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP976960(NAD 83)
 TC0025
 TC0025_MARKER: P = PIPE CAP
 TC0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0025_STAMPING: 1089
 TC0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0025
 TC0025  HISTORY     - Date     Condition        Report By
 TC0025  HISTORY     - UNK      MONUMENTED       USGS
 TC0025  HISTORY     - 1935     GOOD             CGS
 TC0025  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0025
 TC0025                          STATION DESCRIPTION
 TC0025
 TC0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0025'3 MI NE FROM CLEMENTSON.
 TC0025'IN KOOCHICHING COUNTY, ABOUT 3 MILES NORTHEAST OF CLEMENTSON, LAKE OF
 TC0025'THE WOODS COUNTY, IN THE NORTHEAST QUARTER OF SECTION 5, T 160 N, R 29
 TC0025'W, ABOUT 400 FEET FROM THE BANK OF RAINY RIVER, AND 35 FEET SOUTH OF
 TC0025'THE CORNER OF THE S. TORNQUIST HOUSE.  A UNITED STATES GEOLOGICAL
 TC0025'SURVEY STANDARD CAP, STAMPED 1089 AND RIVETED ON THE TOP OF A
 TC0025'3-1/2-INCH IRON PIPE.
 TC0025
 TC0025                          STATION RECOVERY (1981)
 TC0025
 TC0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0025'NOT SEARCHED FOR THIS DATE, INACCESSIBLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6189 ***********************************************************************
 DF6189  DESIGNATION -  109 ES
 DF6189  PID         -  DF6189
 DF6189  STATE/COUNTY-  MN/MCLEOD
 DF6189  COUNTRY     -  US
 DF6189  USGS QUAD   -  SILVER LAKE (1982)
 DF6189
 DF6189                         *CURRENT SURVEY CONTROL
 DF6189  ______________________________________________________________________
 DF6189* NAD 83(2007) POSITION- 44 55 02.83501(N) 094 08 03.80621(W)   ADJUSTED  
 DF6189* NAD 83(2007) ELLIP HT-   288.063 (meters)        (02/10/07)   ADJUSTED
 DF6189* NAD 83(2007) EPOCH   -  2002.00
 DF6189* NAVD 88 ORTHO HEIGHT -   315.566  (meters)    1035.32  (feet) ADJUSTED  
 DF6189  ______________________________________________________________________
 DF6189  NAD 83(2007) X  -   -326,182.822 (meters)                     COMP
 DF6189  NAD 83(2007) Y  - -4,512,503.183 (meters)                     COMP
 DF6189  NAD 83(2007) Z  -  4,481,060.564 (meters)                     COMP
 DF6189  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC09
 DF6189  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DF6189  DYNAMIC HEIGHT  -        315.535 (meters)     1035.22  (feet) COMP
 DF6189  MODELED GRAVITY -    980,512.4   (mgal)                       NAVD 88
 DF6189
 DF6189  VERT ORDER      -  SECOND    CLASS I
 DF6189
 DF6189  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6189  Type                                         Horiz  Ellip  Dist(km)
 DF6189  -------------------------------------------------------------------
 DF6189  NETWORK                                       0.69   0.53
 DF6189  -------------------------------------------------------------------
 DF6189  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.67   0.43      4.24
 DF6189  -------------------------------------------------------------------
 DF6189  NOTE: Click here for information on individual local accuracy
 DF6189  values and other accuracy information.
 DF6189
 DF6189
 DF6189.The horizontal coordinates were established by GPS observations
 DF6189.and adjusted by the National Geodetic Survey in February 2007.
 DF6189
 DF6189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6189.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6189
 DF6189.The horizontal coordinates are valid at the epoch date displayed above
 DF6189.which is a decimal equivalence of Year/Month/Day.
 DF6189
 DF6189.The orthometric height was determined by differential leveling and
 DF6189.adjusted in February 2005.
 DF6189
 DF6189.No vertical observational check was made to the station.
 DF6189
 DF6189.Photographs are available for this station.
 DF6189
 DF6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6189
 DF6189.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6189
 DF6189.The ellipsoidal height was determined by GPS observations
 DF6189.and is referenced to NAD 83.
 DF6189
 DF6189.The dynamic height is computed by dividing the NAVD 88
 DF6189.geopotential number by the normal gravity value computed on the
 DF6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6189.degrees latitude (g = 980.6199 gals.).
 DF6189
 DF6189.The modeled gravity was interpolated from observed gravity values.
 DF6189
 DF6189. The following values were computed from the NAD 83(2007) position.
 DF6189
 DF6189;                    North         East     Units Scale Factor Converg.
 DF6189;SPC MN S     -   313,062.522   789,389.074   MT  0.99994837   -0 05 39.1
 DF6189;SPC MN S     - 1,027,105.96  2,589,853.99   sFT  0.99994837   -0 05 39.1
 DF6189;UTM  15      - 4,974,406.554   410,464.358   MT  0.99969858   -0 48 03.7
 DF6189
 DF6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6189!SPC MN S     -   0.99995484  x   0.99994837  =   0.99990321
 DF6189!UTM  15      -   0.99995484  x   0.99969858  =   0.99965343
 DF6189
 DF6189                          SUPERSEDED SURVEY CONTROL
 DF6189
 DF6189  NAD 83(1996)-  44 55 02.83447(N)    094 08 03.80588(W) AD(       ) 1
 DF6189  ELLIP H (06/18/03)  288.104  (m)                       GP(       ) 3 1
 DF6189  NAVD 88 (06/18/03)  315.55   (m)         1035.3    (f) LEVELING    3  
 DF6189
 DF6189.Superseded values are not recommended for survey control.
 DF6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6189.See file dsdata.txt to determine how the superseded data were derived.
 DF6189
 DF6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1046474406(NAD 83)
 DF6189
 DF6189_MARKER: DB = BENCH MARK DISK
 DF6189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6189_STAMPING: 109 ES 1955
 DF6189_MARK LOGO: USGS  
 DF6189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6189+STABILITY: SURFACE MOTION
 DF6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6189+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 DF6189
 DF6189  HISTORY     - Date     Condition        Report By
 DF6189  HISTORY     - 1955     MONUMENTED       USGS
 DF6189  HISTORY     - 1989     GOOD             MNDT
 DF6189  HISTORY     - 19980401 GOOD             MNDT
 DF6189
 DF6189                          STATION DESCRIPTION
 DF6189
 DF6189'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DF6189'THE MARK IS LOCATED ABOUT 3 MILE EAST-NORTHEAST OF THE CITY OF SILVER
 DF6189'LAKE, 3.6 MILES EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DF6189'COUNTY ROAD 16 ON THE WEST EDGE OF SILVER LAKE, THENCE NORTH 0.75 MILE
 DF6189'ALONG COUNTY ROAD 88 FOR .75 MILE AND IN THE NW 1/4 OF SECTION 30,
 DF6189'T117N, R27W.  THE MARK IS 52.5 FEET EAST OF AND ABOUT 4 FEET LOWER
 DF6189'THAN THE CENTER OF COUNTY ROAD 88, 11.8 FEET EAST-SOUTHEAST OF POWER
 DF6189'POLE NUMBER 43-A (WITH A GUIDE WIRE), AND 1.8 FEET WEST OF A STEEL
 DF6189'WITNESS POST.  THE MARK, A USGS STANDARD SURVEY DISK STAMPED---109 ES
 DF6189'1955---, IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS O.2 FOOT
 DF6189'ABOVE THE SURFACE OF THE GROUND.
 DF6189
 DF6189                          STATION RECOVERY (1998)
 DF6189
 DF6189'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DF6189'THE MARK IS LOCATED 3.5 MI (5.6 KM) NE OF SILVER LAKE, 0.75 MI (1.21
 DF6189'KM) NORTH OF JCT OF TH 7 AND CO RD 88, 50 FT (15.2 M) EAST OF CO RD
 DF6189'88, 24 FT (7.3 M) SOUTH OF RD WEST EXTENDED, 100.3 FT (30.6 M) ENE OF
 DF6189'P-POLE, 11.3 FT (3.4 M) EAST OF P-POLE, 2.2 FT (0.7 M) WEST OF WIT
 DF6189'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0096 ***********************************************************************
 TD0096  DESIGNATION -  1091
 TD0096  PID         -  TD0096
 TD0096  STATE/COUNTY-  MN/PENNINGTON
 TD0096  COUNTRY     -  US
 TD0096  USGS QUAD   -  THIEF RIVER FALLS (1976)
 TD0096
 TD0096                         *CURRENT SURVEY CONTROL
 TD0096  ______________________________________________________________________
 TD0096* NAD 83(1986) POSITION- 48 00 46.0    (N) 096 13 00.0    (W)   HD_HELD2  
 TD0096* NAVD 88 ORTHO HEIGHT -   332.319  (meters)    1090.28  (feet) ADJUSTED  
 TD0096  ______________________________________________________________________
 TD0096  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 TD0096  DYNAMIC HEIGHT  -        332.379 (meters)     1090.48  (feet) COMP
 TD0096  MODELED GRAVITY -    980,784.0   (mgal)                       NAVD 88
 TD0096
 TD0096  VERT ORDER      -  FIRST     CLASS II
 TD0096
 TD0096.The horizontal coordinates were established by autonomous hand held GPS
 TD0096.observations and have an estimated accuracy of +/- 10 meters.
 TD0096.
 TD0096.The orthometric height was determined by differential leveling and
 TD0096.adjusted in June 1991.
 TD0096
 TD0096.Photographs are available for this station.
 TD0096
 TD0096.The dynamic height is computed by dividing the NAVD 88
 TD0096.geopotential number by the normal gravity value computed on the
 TD0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0096.degrees latitude (g = 980.6199 gals.).
 TD0096
 TD0096.The modeled gravity was interpolated from observed gravity values.
 TD0096
 TD0096;                    North         East    Units  Estimated Accuracy
 TD0096;SPC MN N     -   272,868.      567,560.      MT  (+/- 10 meters HH2 GPS)
 TD0096
 TD0096                          SUPERSEDED SURVEY CONTROL
 TD0096
 TD0096  NGVD 29 (??/??/92)  331.914  (m)         1088.95   (f) ADJ UNCH    1 2
 TD0096
 TD0096.Superseded values are not recommended for survey control.
 TD0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0096.See file dsdata.txt to determine how the superseded data were derived.
 TD0096
 TD0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0756421469(NAD 83)
 TD0096
 TD0096_MARKER: DB = BENCH MARK DISK
 TD0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0096_STAMPING: 1091
 TD0096_MARK LOGO: USGS  
 TD0096_PROJECTION: PROJECTING 30 CENTIMETERS
 TD0096_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0096+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2009
 TD0096
 TD0096  HISTORY     - Date     Condition        Report By
 TD0096  HISTORY     - 19060401 MONUMENTED       USGS
 TD0096  HISTORY     - 1940     GOOD             CGS
 TD0096  HISTORY     - 20090714 GOOD             MNDT
 TD0096
 TD0096                          STATION DESCRIPTION
 TD0096
 TD0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0096'IN ST HILAIRE.
 TD0096'AT FIRST RAILROAD CROSSING NORTH OF RAILROAD STATION, 35.2 FEET WEST
 TD0096'OF WEST RAIL OF MAIN TRACK, 25.0 FEET NORTH OF CENTERLINE OF ROAD
 TD0096'CROSSING TRACK, 1.6 FEET NORTH OF WHITE MARKER POST.
 TD0096
 TD0096                          STATION RECOVERY (2009)
 TD0096
 TD0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 TD0096'THE MARK IS AT ST.HILLARIE.
 TD0096' 
 TD0096'TO REACH THE MARK GO 0.1 MI (0.2 KM) WEST ON SECOND STREET WEST FROM
 TD0096'THE JUNCTION OF SECOND STREET WEST AND TRUNK HIGHWAY 32 IN
 TD0096'ST.HILLARIE.
 TD0096' 
 TD0096'IT IS 35.2 FT (10.7 M) WEST OF WEST MAIN TRACK, 25.0 FT (7.6 M) NORTH
 TD0096'OF SECOND STREET WEST, 18.6 FT (5.7 M) EAST OF EXTENDED LINE OF RED
 TD0096'LAKE AVENUE, 0.4 FT (12 CM) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0017 ***********************************************************************
 SL0017  DESIGNATION -  1092
 SL0017  PID         -  SL0017
 SL0017  STATE/COUNTY-  MN/RED LAKE
 SL0017  COUNTRY     -  US
 SL0017  USGS QUAD   -  MARCOUX CORNERS (1982)
 SL0017
 SL0017                         *CURRENT SURVEY CONTROL
 SL0017  ______________________________________________________________________
 SL0017* NAD 83(1986) POSITION- 47 46 27.90   (N) 096 17 18.58   (W)   HD_HELD1  
 SL0017* NAVD 88 ORTHO HEIGHT -   332.655  (meters)    1091.39  (feet) POSTED    
 SL0017  ______________________________________________________________________
 SL0017  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 SL0017  DYNAMIC HEIGHT  -        332.71  (meters)     1091.6   (feet) COMP
 SL0017  MODELED GRAVITY -    980,770.9   (mgal)                       NAVD 88
 SL0017
 SL0017  VERT ORDER      -  * POSTED, Code B , SEE BELOW
 SL0017
 SL0017.The horizontal coordinates were established by differentially corrected
 SL0017.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SL0017.
 SL0017.The orthometric height was determined by differential leveling
 SL0017.and adjusted by the  in 1992.
 SL0017
 SL0017.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 SL0017.rate of 1.1 thru 2.0 mm/km.
 SL0017
 SL0017.The dynamic height is computed by dividing the NAVD 88
 SL0017.geopotential number by the normal gravity value computed on the
 SL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0017.degrees latitude (g = 980.6199 gals.).
 SL0017
 SL0017.The modeled gravity was interpolated from observed gravity values.
 SL0017
 SL0017;                    North         East    Units  Estimated Accuracy
 SL0017;SPC MN N     -   246,608.5     561,112.9     MT  (+/- 3 meters HH1 GPS) 
 SL0017
 SL0017                          SUPERSEDED SURVEY CONTROL
 SL0017
 SL0017  NGVD 29 (??/??/92)  332.296  (m)         1090.21   (f) ADJ UNCH    1 2
 SL0017
 SL0017.Superseded values are not recommended for survey control.
 SL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0017.See file dsdata.txt to determine how the superseded data were derived.
 SL0017
 SL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0313994788(NAD 83)
 SL0017
 SL0017_MARKER: P = PIPE CAP
 SL0017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0017_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0017_STAMPING: 1092
 SL0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0017
 SL0017  HISTORY     - Date     Condition        Report By
 SL0017  HISTORY     - UNK      MONUMENTED       USGS
 SL0017  HISTORY     - 1940     GOOD             CGS
 SL0017
 SL0017                          STATION DESCRIPTION
 SL0017
 SL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SL0017'0.5 MI N FROM DELORME.
 SL0017'ALONG GREAT NORTHERN RAILROAD AT FARM ROAD CROSSING, 395 FEET SOUTH OF
 SL0017'MILE POST 62, 13.0 FEET SOUTH OF CENTERLINE OF FARM ROAD, 29.6 FEET
 SL0017'WEST OF WEST RAIL, 28.4 FEET NORTHEAST OF THE NORTH END OF SNOW FENCE,
 SL0017'1.2 FEET EAST OF WHITE MARKER POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0584 ***********************************************************************
 TB0584  DESIGNATION -  1098
 TB0584  PID         -  TB0584
 TB0584  STATE/COUNTY-  MN/KOOCHICHING
 TB0584  COUNTRY     -  US
 TB0584  USGS QUAD   -  LOMAN (1970)
 TB0584
 TB0584                         *CURRENT SURVEY CONTROL
 TB0584  ______________________________________________________________________
 TB0584* NAD 83(1986) POSITION- 48 30 46.     (N) 093 47 47.     (W)   SCALED    
 TB0584* NAVD 88 ORTHO HEIGHT -   334.562  (meters)    1097.64  (feet) POSTED    
 TB0584  ______________________________________________________________________
 TB0584  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 TB0584  DYNAMIC HEIGHT  -        334.64  (meters)     1097.9   (feet) COMP
 TB0584  MODELED GRAVITY -    980,828.6   (mgal)                       NAVD 88
 TB0584
 TB0584  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TB0584
 TB0584.The horizontal coordinates were scaled from a topographic map and have
 TB0584.an estimated accuracy of +/- 6 seconds.
 TB0584.
 TB0584.The orthometric height was determined by differential leveling
 TB0584.and adjusted by the  in 1992.
 TB0584
 TB0584.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TB0584.was located on a no-check spur therefore a value was not computed.
 TB0584
 TB0584.No vertical observational check was made to the station.
 TB0584
 TB0584.The dynamic height is computed by dividing the NAVD 88
 TB0584.geopotential number by the normal gravity value computed on the
 TB0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0584.degrees latitude (g = 980.6199 gals.).
 TB0584
 TB0584.The modeled gravity was interpolated from observed gravity values.
 TB0584
 TB0584;                    North         East    Units  Estimated Accuracy
 TB0584;SPC MN N     -   324,010.      748,550.      MT  (+/- 180 meters Scaled)
 TB0584
 TB0584                          SUPERSEDED SURVEY CONTROL
 TB0584
 TB0584  NGVD 29 (??/??/92)  334.208  (m)         1096.48   (f) ADJ UNCH    1 2
 TB0584
 TB0584.Superseded values are not recommended for survey control.
 TB0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0584.See file dsdata.txt to determine how the superseded data were derived.
 TB0584
 TB0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP411736(NAD 83)
 TB0584
 TB0584_MARKER: P = PIPE CAP
 TB0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TB0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TB0584_STAMPING: 1098
 TB0584_MARK LOGO: USGS  
 TB0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0584
 TB0584  HISTORY     - Date     Condition        Report By
 TB0584  HISTORY     - UNK      MONUMENTED       USGS
 TB0584  HISTORY     - 1935     GOOD             CGS
 TB0584  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0584
 TB0584                          STATION DESCRIPTION
 TB0584
 TB0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TB0584'IN LOMAN.
 TB0584'0.1 MILE FROM THE BLACK RIVER HIGHWAY BRIDGE AT LOMAN, KOOCHICHING
 TB0584'COUNTY, AT THE CORNER COMMON TO SECTIONS 11, 12, 13 AND 14, T 158 N, R
 TB0584'25 W, AND ON THE METCALF FARM.  A UNITED STATES GEOLOGICAL SURVEY
 TB0584'STANDARD CAP, STAMPED 1098 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 TB0584'PIPE.
 TB0584
 TB0584                          STATION RECOVERY (1981)
 TB0584
 TB0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TB0584'NOT RECOVERED THIS DATE, PIPE AND CAP LOST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0026 ***********************************************************************
 TD0026  DESIGNATION -  1099
 TD0026  PID         -  TD0026
 TD0026  STATE/COUNTY-  MN/ROSEAU
 TD0026  COUNTRY     -  US
 TD0026  USGS QUAD   -  STRATHCONA (1962)
 TD0026
 TD0026                         *CURRENT SURVEY CONTROL
 TD0026  ______________________________________________________________________
 TD0026* NAD 83(1986) POSITION- 48 36 28.     (N) 096 10 11.     (W)   SCALED    
 TD0026* NAVD 88 ORTHO HEIGHT -   334.866  (meters)    1098.64  (feet) ADJUSTED  
 TD0026  ______________________________________________________________________
 TD0026  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 TD0026  DYNAMIC HEIGHT  -        334.947 (meters)     1098.91  (feet) COMP
 TD0026  MODELED GRAVITY -    980,843.2   (mgal)                       NAVD 88
 TD0026
 TD0026  VERT ORDER      -  FIRST     CLASS II
 TD0026
 TD0026.The horizontal coordinates were scaled from a topographic map and have
 TD0026.an estimated accuracy of +/- 6 seconds.
 TD0026.
 TD0026.The orthometric height was determined by differential leveling and
 TD0026.adjusted in June 1991.
 TD0026
 TD0026.The dynamic height is computed by dividing the NAVD 88
 TD0026.geopotential number by the normal gravity value computed on the
 TD0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0026.degrees latitude (g = 980.6199 gals.).
 TD0026
 TD0026.The modeled gravity was interpolated from observed gravity values.
 TD0026
 TD0026;                    North         East    Units  Estimated Accuracy
 TD0026;SPC MN N     -   338,830.      573,690.      MT  (+/- 180 meters Scaled)
 TD0026
 TD0026                          SUPERSEDED SURVEY CONTROL
 TD0026
 TD0026  NGVD 29 (??/??/92)  334.462  (m)         1097.31   (f) ADJ UNCH    1 2
 TD0026
 TD0026.Superseded values are not recommended for survey control.
 TD0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0026.See file dsdata.txt to determine how the superseded data were derived.
 TD0026
 TD0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU086877(NAD 83)
 TD0026
 TD0026_MARKER: P = PIPE CAP
 TD0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0026_STAMPING: 1099
 TD0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0026+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2003
 TD0026
 TD0026  HISTORY     - Date     Condition        Report By
 TD0026  HISTORY     - 1940     MONUMENTED       USGS
 TD0026  HISTORY     - 1940     GOOD             CGS
 TD0026  HISTORY     - 20020603 MARK NOT FOUND   MNDT
 TD0026  HISTORY     - 20030603 MARK NOT FOUND   MNDT
 TD0026
 TD0026                          STATION DESCRIPTION
 TD0026
 TD0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0026'3.8 MI N FROM STRATHCONA.
 TD0026'3.8 MILES NORTH ALONG THE GREAT NORTHERN RAILWAY FROM STRATHCONA,
 TD0026'ROSEAU COUNTY, 2 POLES SOUTH OF MILEPOST 54, IN A THICK CLUMP OF
 TD0026'BRUSH, 54.4 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 32, 44.5 FEET
 TD0026'EAST OF THE EAST RAIL, 4.4 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 TD0026'0.7 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A UNITED STATES
 TD0026'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1099 AND RIVETED ON THE TOP OF
 TD0026'A 3-1/2-INCH IRON PIPE.
 TD0026
 TD0026                          STATION RECOVERY (2002)
 TD0026
 TD0026'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 TD0026'3.8 MILES NORTH OF STRATHCONA, 2 POLES SOUTH OF RAILROAD MILEPOST 54,
 TD0026'54.4 FEET WEST OF TRUNK HIGHWAY 32, 44.5 FEET EAST OF EAST RAIL OF
 TD0026'RAILROAD TRACKS, 4.4 FEET WEST OF R/W FENCE, 0.7 FEET NORTH OF WITNESS
 TD0026'POST
 TD0026
 TD0026                          STATION RECOVERY (2003)
 TD0026
 TD0026'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TD0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0217 ***********************************************************************
 QO0217  DESIGNATION -  11
 QO0217  PID         -  QO0217
 QO0217  STATE/COUNTY-  MN/WASHINGTON
 QO0217  COUNTRY     -  US
 QO0217  USGS QUAD   -  STILLWATER (1993)
 QO0217
 QO0217                         *CURRENT SURVEY CONTROL
 QO0217  ______________________________________________________________________
 QO0217* NAD 83(1986) POSITION- 45 03 22.5    (N) 092 48 14.2    (W)   HD_HELD2  
 QO0217* NAVD 88 ORTHO HEIGHT -   208.562  (meters)     684.26  (feet) ADJUSTED  
 QO0217  ______________________________________________________________________
 QO0217  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 QO0217  DYNAMIC HEIGHT  -        208.558 (meters)      684.24  (feet) COMP
 QO0217  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QO0217
 QO0217  VERT ORDER      -  SECOND    CLASS I
 QO0217
 QO0217.The horizontal coordinates were established by autonomous hand held GPS
 QO0217.observations and have an estimated accuracy of +/- 10 meters.
 QO0217.
 QO0217.The orthometric height was determined by differential leveling and
 QO0217.adjusted in June 1991.
 QO0217
 QO0217.Photographs are available for this station.
 QO0217
 QO0217.The dynamic height is computed by dividing the NAVD 88
 QO0217.geopotential number by the normal gravity value computed on the
 QO0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0217.degrees latitude (g = 980.6199 gals.).
 QO0217
 QO0217.The modeled gravity was interpolated from observed gravity values.
 QO0217
 QO0217;                    North         East    Units  Estimated Accuracy
 QO0217;SPC MN S     -   329,167.      894,207.      MT  (+/- 10 meters HH2 GPS)
 QO0217
 QO0217                          SUPERSEDED SURVEY CONTROL
 QO0217
 QO0217  NGVD 29 (??/??/92)  208.531  (m)          684.16   (f) ADJ UNCH    2 1
 QO0217
 QO0217.Superseded values are not recommended for survey control.
 QO0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0217.See file dsdata.txt to determine how the superseded data were derived.
 QO0217
 QO0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1543789217(NAD 83)
 QO0217
 QO0217_MARKER: DD = SURVEY DISK
 QO0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO0217_SP_SET: BRIDGE
 QO0217_STAMPING: PBM 11 ST. CROIX RIVER
 QO0217_MARK LOGO: USE   
 QO0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0217
 QO0217  HISTORY     - Date     Condition        Report By
 QO0217  HISTORY     - UNK      MONUMENTED       DOD
 QO0217  HISTORY     - 1975     GOOD             MNDT
 QO0217  HISTORY     - 20070731 GOOD             WIDT
 QO0217
 QO0217                          STATION DESCRIPTION
 QO0217
 QO0217'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0217'IN STILLWATER.
 QO0217'0.1 MILE EAST ALONG TH 212 (CHESTNUT STREET) FROM THE JUNCTION OF TH
 QO0217'212 AND TH 95 (MAIN STREET) IN STILLWATER.  IT IS 25 FEET NORTH OF,
 QO0217'AND 5 FEET LOWER THAN THE CENTER OF TH 212 AT MILEPOINT 205.3, AT THE
 QO0217'NORTHWEST CORNER OF BRIDGE NO 4654, TH 212 OVER THE ST. CROIX RIVER.
 QO0217'IT IS A U.S. CORPS OF ENGINEERS BENCH MARK DISK CEMENTED IN THE TOP OF
 QO0217'THE NORTH END OF THE WEST CONCRETE BIRDGE PIER, 0.5 FEET NORTH OF THE
 QO0217'NORTH FACE OF THE BRIDGE.  SE 1/4, SEC 28, T 30N, R 20W.
 QO0217
 QO0217                          STATION RECOVERY (2007)
 QO0217
 QO0217'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO0217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1621 ***********************************************************************
 QP1621  DESIGNATION -  11 7
 QP1621  PID         -  QP1621
 QP1621  STATE/COUNTY-  MN/KANDIYOHI
 QP1621  COUNTRY     -  US
 QP1621  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1621
 QP1621                         *CURRENT SURVEY CONTROL
 QP1621  ______________________________________________________________________
 QP1621* NAD 83(1986) POSITION- 45 08 06.4    (N) 095 01 20.1    (W)   HD_HELD2  
 QP1621* NAVD 88 ORTHO HEIGHT -   350.107  (meters)    1148.64  (feet) ADJUSTED  
 QP1621  ______________________________________________________________________
 QP1621  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 QP1621  DYNAMIC HEIGHT  -        350.081 (meters)     1148.56  (feet) COMP
 QP1621  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 QP1621
 QP1621  VERT ORDER      -  FIRST     CLASS II
 QP1621
 QP1621.The horizontal coordinates were established by autonomous hand held GPS
 QP1621.observations and have an estimated accuracy of +/- 10 meters.
 QP1621.
 QP1621.The orthometric height was determined by differential leveling and
 QP1621.adjusted in June 1991.
 QP1621
 QP1621.Photographs are available for this station.
 QP1621
 QP1621.The dynamic height is computed by dividing the NAVD 88
 QP1621.geopotential number by the normal gravity value computed on the
 QP1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1621.degrees latitude (g = 980.6199 gals.).
 QP1621
 QP1621.The modeled gravity was interpolated from observed gravity values.
 QP1621
 QP1621;                    North         East    Units  Estimated Accuracy
 QP1621;SPC MN S     -   337,744.      719,592.      MT  (+/- 10 meters HH2 GPS)
 QP1621
 QP1621                          SUPERSEDED SURVEY CONTROL
 QP1621
 QP1621.No superseded survey control is available for this station.
 QP1621
 QP1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4099099949(NAD 83)
 QP1621
 QP1621_MARKER: DB = BENCH MARK DISK
 QP1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1621_SP_SET: CONCRETE POST
 QP1621_STAMPING: 11-7 1981
 QP1621_MARK LOGO: MNDT  
 QP1621_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1621+STABILITY: SURFACE MOTION
 QP1621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1621+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1990
 QP1621
 QP1621  HISTORY     - Date     Condition        Report By
 QP1621  HISTORY     - 1981     MONUMENTED       MNDT
 QP1621  HISTORY     - 19900803 GOOD             NGS
 QP1621
 QP1621                          STATION DESCRIPTION
 QP1621
 QP1621'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1621'IN WILLMAR.
 QP1621'THE MARK IS LOCATED 0.75 MILE NORTH ALONG LAKELAND DRIVE FROM ITS
 QP1621'JUNCTION WITH TRUNK HIGHWAY 12 IN WILLMAR AND IS IN THE NE 1/4 OF
 QP1621'SECTION 11, T119N, R35W.  THE MARK IS 66.5 FEET EAST-NORTHEAST OF THE
 QP1621'SOUTHEAST CORNER OF THE GARAGE ATTACHED TO THE 1-STORY HOUSE NUMBERED
 QP1621'1021, 25.3 FEET NORTH OF A FIRE HYDRANT, 22.9 FEET WEST OF AND 0.5
 QP1621'FOOT HIGHER THAN THE CENTER OF LAKELAND DRIVE AND 0.4 FOOT EAST OF A
 QP1621'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1621'STAMPED---11-7 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1621'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 QP1621
 QP1621                          STATION RECOVERY (1990)
 QP1621
 QP1621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP1621'IN WILLMAR, AT 1021 LAKELAND DRIVE NORTHEAST, 20.5 M (67.3 FT) EAST
 QP1621'OF THE SOUTHEAST CORNER OF A HOUSE AT 1021 LAKELAND DRIVE, 10.0 M
 QP1621'(32.8 FT) WEST OF AND LEVEL WITH THE DRIVE CENTERLINE, 7.7 M (25.3
 QP1621'FT) NORTH OF A FIRE HYDRANT, 0.2 M (0.7 FT) EAST OF A WITNESS POST,
 QP1621'AND THE MONUMENT IS 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6559 ***********************************************************************
 DG6559  DESIGNATION -  11 DDB
 DG6559  PID         -  DG6559
 DG6559  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DG6559  COUNTRY     -  US
 DG6559  USGS QUAD   -  OAKS CORNER (1974)
 DG6559
 DG6559                         *CURRENT SURVEY CONTROL
 DG6559  ______________________________________________________________________
 DG6559* NAD 83(1986) POSITION- 48 25 28.7    (N) 094 57 00.2    (W)   HD_HELD2  
 DG6559* NAVD 88 ORTHO HEIGHT -   365.256  (meters)    1198.34  (feet) ADJUSTED  
 DG6559  ______________________________________________________________________
 DG6559  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 DG6559  DYNAMIC HEIGHT  -        365.342 (meters)     1198.63  (feet) COMP
 DG6559  MODELED GRAVITY -    980,833.9   (mgal)                       NAVD 88
 DG6559
 DG6559  VERT ORDER      -  SECOND    CLASS I
 DG6559
 DG6559.The horizontal coordinates were established by autonomous hand held GPS
 DG6559.observations and have an estimated accuracy of +/- 10 meters.
 DG6559.
 DG6559.The orthometric height was determined by differential leveling and
 DG6559.adjusted in March 2005.
 DG6559
 DG6559.No vertical observational check was made to the station.
 DG6559
 DG6559.Photographs are available for this station.
 DG6559
 DG6559.The dynamic height is computed by dividing the NAVD 88
 DG6559.geopotential number by the normal gravity value computed on the
 DG6559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6559.degrees latitude (g = 980.6199 gals.).
 DG6559
 DG6559.The modeled gravity was interpolated from observed gravity values.
 DG6559
 DG6559;                    North         East    Units  Estimated Accuracy
 DG6559;SPC MN N     -   315,613.      663,095.      MT  (+/- 10 meters HH2 GPS)
 DG6559
 DG6559                          SUPERSEDED SURVEY CONTROL
 DG6559
 DG6559.No superseded survey control is available for this station.
 DG6559
 DG6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP5573565335(NAD 83)
 DG6559
 DG6559_MARKER: DD = SURVEY DISK
 DG6559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6559_STAMPING: 11 DDB 1973
 DG6559_MARK LOGO: USGS  
 DG6559_PROJECTION: FLUSH
 DG6559_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG6559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6559+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 DG6559
 DG6559  HISTORY     - Date     Condition        Report By
 DG6559  HISTORY     - 1973     MONUMENTED       USGS
 DG6559  HISTORY     - 20030910 GOOD             MNDT
 DG6559
 DG6559                          STATION DESCRIPTION
 DG6559
 DG6559'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6559'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.8 MILES (10.9
 DG6559'KM) SOUTH ALONG COUNTY ROAD 2 FROM JUNCTION OF COUNTY ROAD 2 AND TRUNK
 DG6559'HIGHWAY 11 IN WILLIAMS, THENCE 16.85 MILES (27.12 KM) SOUTH ON COUNTY
 DG6559'ROAD 183, 11.1 MILES (17.9 KM) SOUTH OF FAUNCE FIRE TOWER, 65 FT (19.8
 DG6559'M) NORTH AND 29 FEET (8.8 M) EAST OF NORTH-SOUTH ROAD AT TEE ROAD
 DG6559'EAST, 2.0 FEET (0.6 M) W OF WIT POST.  SLEEVE DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8313 ***********************************************************************
 DF8313  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8313  DESIGNATION -  11 DRL
 DF8313  PID         -  DF8313
 DF8313  STATE/COUNTY-  MN/WINONA
 DF8313  COUNTRY     -  US
 DF8313  USGS QUAD   -  ALTURA (1972)
 DF8313
 DF8313                         *CURRENT SURVEY CONTROL
 DF8313  ______________________________________________________________________
 DF8313* NAD 83(2007) POSITION- 44 03 25.68607(N) 091 52 43.57052(W)   ADJUSTED  
 DF8313* NAD 83(2007) ELLIP HT-   340.164 (meters)        (02/10/07)   ADJUSTED
 DF8313* NAD 83(2007) EPOCH   -  2002.00
 DF8313* NAVD 88 ORTHO HEIGHT -   370.33   (meters)    1215.0   (feet) GPS OBS   
 DF8313  ______________________________________________________________________
 DF8313  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 DF8313  NAD 83(2007) X  -   -150,525.313 (meters)                     COMP
 DF8313  NAD 83(2007) Y  - -4,588,840.408 (meters)                     COMP
 DF8313  NAD 83(2007) Z  -  4,412,892.634 (meters)                     COMP
 DF8313  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 DF8313
 DF8313  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8313  Type                                         Horiz  Ellip  Dist(km)
 DF8313  -------------------------------------------------------------------
 DF8313  NETWORK                                       0.52   0.73
 DF8313  -------------------------------------------------------------------
 DF8313  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.59   0.84      9.83
 DF8313  -------------------------------------------------------------------
 DF8313  NOTE: Click here for information on individual local accuracy
 DF8313  values and other accuracy information.
 DF8313
 DF8313
 DF8313.The horizontal coordinates were established by GPS observations
 DF8313.and adjusted by the National Geodetic Survey in February 2007.
 DF8313
 DF8313.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8313.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8313
 DF8313.The horizontal coordinates are valid at the epoch date displayed above
 DF8313.which is a decimal equivalence of Year/Month/Day.
 DF8313
 DF8313.The orthometric height was determined by GPS observations and a
 DF8313.high-resolution geoid model using precise GPS observation and
 DF8313.processing techniques.
 DF8313
 DF8313.Photographs are available for this station.
 DF8313
 DF8313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8313
 DF8313.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8313
 DF8313.The ellipsoidal height was determined by GPS observations
 DF8313.and is referenced to NAD 83.
 DF8313
 DF8313. The following values were computed from the NAD 83(2007) position.
 DF8313
 DF8313;                    North         East     Units Scale Factor Converg.
 DF8313;SPC MN S     -   219,665.345   969,945.218   MT  0.99995193   +1 29 12.6
 DF8313;SPC MN S     -   720,685.39  3,182,228.60   sFT  0.99995193   +1 29 12.6
 DF8313;UTM  15      - 4,878,829.820   589,807.540   MT  0.99969919   +0 46 47.0
 DF8313
 DF8313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8313!SPC MN S     -   0.99994666  x   0.99995193  =   0.99989860
 DF8313!UTM  15      -   0.99994666  x   0.99969919  =   0.99964587
 DF8313
 DF8313                          SUPERSEDED SURVEY CONTROL
 DF8313
 DF8313  NAD 83(1996)-  44 03 25.68586(N)    091 52 43.56989(W) AD(       ) 1
 DF8313  ELLIP H (10/06/03)  340.207  (m)                       GP(       ) 3 2
 DF8313  NAVD 88 (10/06/03)  370.3    (m)  GEOID99 model used   GPS OBS        
 DF8313
 DF8313.Superseded values are not recommended for survey control.
 DF8313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8313.See file dsdata.txt to determine how the superseded data were derived.
 DF8313
 DF8313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8980778829(NAD 83)
 DF8313
 DF8313_MARKER: DD = SURVEY DISK
 DF8313_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8313_STAMPING: 11 DRL 1972
 DF8313_MARK LOGO: USGS  
 DF8313_PROJECTION: FLUSH
 DF8313_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8313+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2010
 DF8313
 DF8313  HISTORY     - Date     Condition        Report By
 DF8313  HISTORY     - 19720401 MONUMENTED       USGS
 DF8313  HISTORY     - 20020401 GOOD             MNDT
 DF8313  HISTORY     - 20100609 GOOD             MNDT
 DF8313
 DF8313                          STATION DESCRIPTION
 DF8313
 DF8313'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8313'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3 MI EAST OF
 DF8313'ALTURA, 6.2 MI EAST ALONG TH 248 FROM JCT OF TH 248 AND C O RD 26   IN
 DF8313'ALTURA, TO TH 248 MP 6.65, THENCE 3.4 MI SW ALONG CO RD 2 7, 185 FT
 DF8313'WEST OF   CO RD 27, 56 FT NE OF DRIVEWAY, 0.5 FT SOUTH OF WI T POST
 DF8313
 DF8313                          STATION RECOVERY (2010)
 DF8313
 DF8313'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF8313'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8313'THE MARK IS 3.0 MILES SOUTHEAST OF ALTURA, 6.2 MILES EAST ALONG TRUNK
 DF8313'HIGHWAY 248 FROM THE JUNCTION OF TRUNK HIGHWAY 248 AND COUNTY ROAD 26
 DF8313'IN ALTURA TO TRUNK HIGHWAY 248 MILEPOINT 6.65, THEN 3.4 MILES
 DF8313'SOUTHWEST ALONG COUNTY ROAD 27, 185 FEET WEST OF COUNTY ROAD 27, 56
 DF8313'FEET NORTHEAST OF DRIVEWAY, 0.5 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1101 ***********************************************************************
 QP1101  DESIGNATION -  11 ES
 QP1101  PID         -  QP1101
 QP1101  STATE/COUNTY-  MN/BENTON
 QP1101  COUNTRY     -  US
 QP1101  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP1101
 QP1101                         *CURRENT SURVEY CONTROL
 QP1101  ______________________________________________________________________
 QP1101* NAD 83(1996) POSITION- 45 37 55.56028(N) 094 07 56.26077(W)   ADJUSTED  
 QP1101* NAVD 88 ORTHO HEIGHT -   333.27   (+/-2cm)    1093.4   (feet) VERTCON   
 QP1101  ______________________________________________________________________
 QP1101  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 QP1101  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 QP1101  HORZ ORDER      -  SECOND
 QP1101  VERT ORDER      -  THIRD ? (See Below)
 QP1101
 QP1101.The horizontal coordinates were established by classical geodetic methods
 QP1101.and adjusted by the National Geodetic Survey in March 1999.
 QP1101.
 QP1101.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1101
 QP1101.The vertical order pertains to the NGVD 29 superseded value.
 QP1101
 QP1101.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1101
 QP1101. The following values were computed from the NAD 83(1996) position.
 QP1101
 QP1101;                    North         East     Units Scale Factor Converg.
 QP1101;SPC MN C     -   170,263.003   809,178.051   MT  0.99999669   +0 05 06.5
 QP1101;SPC MN C     -   558,604.54  2,654,778.32   sFT  0.99999669   +0 05 06.5
 QP1101;UTM  15      - 5,053,796.056   411,744.659   MT  0.99969576   -0 48 34.2
 QP1101
 QP1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1101!SPC MN C     -   0.99995199  x   0.99999669  =   0.99994868
 QP1101!UTM  15      -   0.99995199  x   0.99969576  =   0.99964776
 QP1101
 QP1101                          SUPERSEDED SURVEY CONTROL
 QP1101
 QP1101  NAD 83(1986)-  45 37 55.55676(N)    094 07 56.25591(W) AD(       ) 2
 QP1101  NAD 27      -  45 37 55.68222(N)    094 07 55.28803(W) AD(       ) 2
 QP1101  NGVD 29 (07/19/86)  333.14   (m)         1093.0    (f) LEVELING    3  
 QP1101
 QP1101.Superseded values are not recommended for survey control.
 QP1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1101.See file dsdata.txt to determine how the superseded data were derived.
 QP1101
 QP1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1174453796(NAD 83)
 QP1101
 QP1101_MARKER: DB = BENCH MARK DISK
 QP1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1101_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 QP1101
 QP1101  HISTORY     - Date     Condition        Report By
 QP1101  HISTORY     - 1961     MONUMENTED       USGS
 QP1101  HISTORY     - 1979     GOOD             MNDT
 QP1101
 QP1101                          STATION DESCRIPTION
 QP1101
 QP1101'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (BRB)
 QP1101'ABOUT 5 MILES WEST AND 2 MILES SOUTH OF POPPLE CREEK, ABOUT 3 MILES
 QP1101'NORTH AND 1-3/4 MILES EAST OF SAUK RAPIDS, IN THE SOUTHEAST
 QP1101'1/4 OF SEC. 1, R. 36 N., R. 31 W., AND ON THE PROPERTY OF MR.
 QP1101'CARL LOVITZ.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 QP1101'DISK STAMPED ES 11 1949, SET IN THE TOP OF
 QP1101'A 5 INCH BY 5 INCH CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS
 QP1101'31 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD 44, 3 FEET NORTH
 QP1101'OF A WIRE FENCE, AND 3 FEET SOUTHWEST OF A POWER POLE.
 QP1101'
 QP1101'TO REACH FROM THE ST. JOHNS LUTHERAN CHURCH IN POPPLE CREEK, GO
 QP1101'SOUTHWEST N COUNTY ROAD 3 FOR 0.3 MILE TO A CROSSROAD (COUNTY
 QP1101'ROAD 4).  CONTINUE SOUTHWEST ON COUNTY ROAD 3 FOR 2.45 MILES TO
 QP1101'A CROSSROAD.  TURN RIGHT AND GO WEST ON COUNTY ROAD 44 FOR 2.55
 QP1101'MILES TO A CROSSROAD AND A SERVICE STATION IN THE NORTHWEST
 QP1101'ANGLE.  CONTINUE WEST ON COUNTY ROAD 44 FOR 1.1 MILES TO AN IRON
 QP1101'BRIDGE.  CONTINUE WEST ON COUNTY ROAD 44 FOR 0.4 MILE TO THE
 QP1101'MARK ON THE RIGHT JUST BEFORE REACHING A CROSSROAD.
 QP1101'
 QP1101'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MAYHEW,
 QP1101'THE DISTANCE IS 301.36 FEET AND 91.8562 METERS.
 QP1101
 QP1101                          STATION RECOVERY (1979)
 QP1101
 QP1101'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (DKH)
 QP1101'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1101'34.9 FEET EAST OF THE CENTER OF COUNTY ROAD 1, 31 FEET NORTH OF THE
 QP1101'CENTER OF COUNTY ROAD 44, 3 FEET SOUTHWEST OF A POWER POLE, AND 1.4
 QP1101'FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7597 ***********************************************************************
 DK7597  DESIGNATION -  11 KED
 DK7597  PID         -  DK7597
 DK7597  STATE/COUNTY-  MN/KANDIYOHI
 DK7597  COUNTRY     -  US
 DK7597  USGS QUAD   -  SUNBURG (1967)
 DK7597
 DK7597                         *CURRENT SURVEY CONTROL
 DK7597  ______________________________________________________________________
 DK7597* NAD 83(1986) POSITION- 45 20 55.1    (N) 095 08 32.1    (W)   HD_HELD2  
 DK7597* NAVD 88 ORTHO HEIGHT -   375.031  (meters)    1230.41  (feet) ADJUSTED  
 DK7597  ______________________________________________________________________
 DK7597  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DK7597  DYNAMIC HEIGHT  -        375.006 (meters)     1230.33  (feet) COMP
 DK7597  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 DK7597
 DK7597  VERT ORDER      -  SECOND    CLASS I
 DK7597
 DK7597.The horizontal coordinates were established by autonomous hand held GPS
 DK7597.observations and have an estimated accuracy of +/- 10 meters.
 DK7597.
 DK7597.The orthometric height was determined by differential leveling and
 DK7597.adjusted in April 2009.
 DK7597
 DK7597.The dynamic height is computed by dividing the NAVD 88
 DK7597.geopotential number by the normal gravity value computed on the
 DK7597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7597.degrees latitude (g = 980.6199 gals.).
 DK7597
 DK7597.The modeled gravity was interpolated from observed gravity values.
 DK7597
 DK7597;                    North         East    Units  Estimated Accuracy
 DK7597;SPC MN S     -   361,598.      710,485.      MT  (+/- 10 meters HH2 GPS)
 DK7597
 DK7597                          SUPERSEDED SURVEY CONTROL
 DK7597
 DK7597.No superseded survey control is available for this station.
 DK7597
 DK7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3218523913(NAD 83)
 DK7597
 DK7597_MARKER: DD = SURVEY DISK
 DK7597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7597_STAMPING: 11 KED 1965
 DK7597_MARK LOGO: USGS  
 DK7597_PROJECTION: FLUSH
 DK7597_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7597+STABILITY: SURFACE MOTION
 DK7597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7597+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 DK7597
 DK7597  HISTORY     - Date     Condition        Report By
 DK7597  HISTORY     - 1965     MONUMENTED       USGS
 DK7597  HISTORY     - 20051219 GOOD             MNDT
 DK7597
 DK7597                          STATION DESCRIPTION
 DK7597
 DK7597'DESCRIBED BY MN DEPT OF TRANSP 2005 (DAS)
 DK7597'THE MARK IS 10.5 MI (16.9 KM) SOUTH AND 1.0 MI (1.6 KM) WEST OF
 DK7597'BROOTEN, AT TRUNK HIGHWAY 9 MILE POINT 12.03, 80 FT (24.4 M) SOUTH OF
 DK7597'TRUNK HIGHWAY 9 AT COUNTY ROAD 1 NORTH, 2.5 FT (0.8 M) NORTH-NORTHWEST
 DK7597'OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0066 ***********************************************************************
 SL0066  DESIGNATION -  11 KEE
 SL0066  PID         -  SL0066
 SL0066  STATE/COUNTY-  MN/RED LAKE
 SL0066  COUNTRY     -  US
 SL0066  USGS QUAD   -  PLUMMER (1964)
 SL0066
 SL0066                         *CURRENT SURVEY CONTROL
 SL0066  ______________________________________________________________________
 SL0066* NAD 83(1986) POSITION- 47 52 33.     (N) 096 00 37.     (W)   SCALED    
 SL0066* NAVD 88 ORTHO HEIGHT -   347.576  (meters)    1140.34  (feet) ADJUSTED  
 SL0066  ______________________________________________________________________
 SL0066  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 SL0066  DYNAMIC HEIGHT  -        347.636 (meters)     1140.54  (feet) COMP
 SL0066  MODELED GRAVITY -    980,773.0   (mgal)                       NAVD 88
 SL0066
 SL0066  VERT ORDER      -  SECOND    CLASS I
 SL0066
 SL0066.The horizontal coordinates were scaled from a topographic map and have
 SL0066.an estimated accuracy of +/- 6 seconds.
 SL0066.
 SL0066.The orthometric height was determined by differential leveling and
 SL0066.adjusted in June 1991.
 SL0066
 SL0066.Photographs are available for this station.
 SL0066
 SL0066.The dynamic height is computed by dividing the NAVD 88
 SL0066.geopotential number by the normal gravity value computed on the
 SL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0066.degrees latitude (g = 980.6199 gals.).
 SL0066
 SL0066.The modeled gravity was interpolated from observed gravity values.
 SL0066
 SL0066;                    North         East    Units  Estimated Accuracy
 SL0066;SPC MN N     -   257,050.      582,370.      MT  (+/- 180 meters Scaled)
 SL0066
 SL0066                          SUPERSEDED SURVEY CONTROL
 SL0066
 SL0066  NGVD 29 (??/??/92)  347.201  (m)         1139.11   (f) ADJ UNCH    2 1
 SL0066
 SL0066.Superseded values are not recommended for survey control.
 SL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0066.See file dsdata.txt to determine how the superseded data were derived.
 SL0066
 SL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQU235068(NAD 83)
 SL0066
 SL0066_MARKER: DD = SURVEY DISK
 SL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0066_STAMPING: 11 KEE 1963
 SL0066_MARK LOGO: USGS  
 SL0066_PROJECTION: PROJECTING 5 CENTIMETERS
 SL0066_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 SL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0066+STABILITY: SURFACE MOTION
 SL0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0066+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 SL0066
 SL0066  HISTORY     - Date     Condition        Report By
 SL0066  HISTORY     - 1963     MONUMENTED       USGS
 SL0066  HISTORY     - 1977     GOOD             MNDT
 SL0066  HISTORY     - 20080507 GOOD             MNDT
 SL0066
 SL0066                          STATION DESCRIPTION
 SL0066
 SL0066'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0066'2.85 MI SE FROM PLUMMER.
 SL0066'THE MARK IS LOCATED 0.45 MILE EAST ALONG A GRAVEL TOWNSHIP ROAD FROM
 SL0066'TRUNK HIGHWAY 59 MILEPOST 338.75 WHICH IS 1.15 MILES SOUTHEAST ALONG
 SL0066'TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD
 SL0066'I SOUTH OF PLUMMER.  IT IS 192 FEET SOUTH OF THE CENTER OF THE
 SL0066'EAST-WEST TOWNSHIP ROAD, 51 FEET EAST OF THE CENTER OF A NORTH-SOUTH
 SL0066'TOWNSHIP ROAD, AND 2.5 FEET WEST OF A POWER POLE.  IT IS SET IN THE
 SL0066'TOP OF A CONCRETE POST WHICH IS PROJECTING ABOUT 2 INCHES ABOVE THE
 SL0066'GROUND LEVEL, ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE CENTER OF THE
 SL0066'NORTH-SOUTH TOWNSHIP ROAD, AND 0.4 FOOT WEST OF A STEEL WITNESS POST.
 SL0066'THE MONUMENT IS MAGNETIC.  NW 1/4 SECTION 26, T 151N, R 42W.
 SL0066
 SL0066                          STATION RECOVERY (2008)
 SL0066
 SL0066'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (RJA)
 SL0066'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 SL0066'TERREBONNE, 4.3 MI (6.9 KM) NORTH OF BROOKS AND 2.9 MI (4.7 KM)
 SL0066'SOUTH-SOUTHEAST OF PLUMMER.
 SL0066' 
 SL0066'TO REACH TO THE MARK GO 2.85 MI (4.6 KM) SOUTHEAST OF PLUMMER, 0.45 MI
 SL0066'(0.7 KM) EAST ON TOWNSHIP ROAD FROM THE JUNCTION OF TOWNSHIP ROAD AND
 SL0066'TRUNK HIGHWAY 59, 192 FT (58.5 M) SOUTH OF EAST-WEST TOWNSHIP ROAD, 51
 SL0066'FT (15.5 M) EAST OF NORTH-SOUTH TOWNSHIP ROAD, 0.4 FT (0.1 M) WEST OF
 SL0066'A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6967 ***********************************************************************
 AH6967  DESIGNATION -  11 LMT
 AH6967  PID         -  AH6967
 AH6967  STATE/COUNTY-  MN/CASS
 AH6967  COUNTRY     -  US
 AH6967  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6967
 AH6967                         *CURRENT SURVEY CONTROL
 AH6967  ______________________________________________________________________
 AH6967* NAD 83(1986) POSITION- 46 48 41.     (N) 093 56 45.     (W)   SCALED    
 AH6967* NAVD 88 ORTHO HEIGHT -   391.007  (meters)    1282.83  (feet) ADJUSTED  
 AH6967  ______________________________________________________________________
 AH6967  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 AH6967  DYNAMIC HEIGHT  -        391.030 (meters)     1282.90  (feet) COMP
 AH6967  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 AH6967
 AH6967  VERT ORDER      -  SECOND    CLASS I
 AH6967
 AH6967.The horizontal coordinates were scaled from a topographic map and have
 AH6967.an estimated accuracy of +/- 6 seconds.
 AH6967.
 AH6967.The orthometric height was determined by differential leveling and
 AH6967.adjusted in August 2006.
 AH6967
 AH6967.The dynamic height is computed by dividing the NAVD 88
 AH6967.geopotential number by the normal gravity value computed on the
 AH6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6967.degrees latitude (g = 980.6199 gals.).
 AH6967
 AH6967.The modeled gravity was interpolated from observed gravity values.
 AH6967
 AH6967;                    North         East    Units  Estimated Accuracy
 AH6967;SPC MN C     -   301,380.      823,210.      MT  (+/- 180 meters Scaled)
 AH6967
 AH6967                          SUPERSEDED SURVEY CONTROL
 AH6967
 AH6967  NAVD 88 (09/27/00)  391.006  (m)         1282.83   (f) SUPERSEDED  2 1
 AH6967
 AH6967.Superseded values are not recommended for survey control.
 AH6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6967.See file dsdata.txt to determine how the superseded data were derived.
 AH6967
 AH6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM278846(NAD 83)
 AH6967
 AH6967_MARKER: DB = BENCH MARK DISK
 AH6967_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6967_STAMPING: 11 LMT 1969
 AH6967_MARK LOGO: USGS  
 AH6967_PROJECTION: FLUSH
 AH6967_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH6967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6967+STABILITY: SURFACE MOTION
 AH6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6967+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1994
 AH6967
 AH6967  HISTORY     - Date     Condition        Report By
 AH6967  HISTORY     - 1969     MONUMENTED       USGS
 AH6967  HISTORY     - 19940804 GOOD             MNDT
 AH6967
 AH6967                          STATION DESCRIPTION
 AH6967
 AH6967'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6967'MARK IS AT THE SOUTH EDGE OF OUTING, 148 FT (45.1 M) SW OF THE JCT OF
 AH6967'TH 6 AND LAWRENCE LAKE RD, AT TH 6 MP 37.75, 55 FT (16.8 M) EAST OF TH
 AH6967'6, 2265 FT (690.4 M) SOUTH OF ROOSEVELT LAKE NARROWS, 4 FT (1.2 M)
 AH6967'NORTH OF A P-POLE, 7 FT (2.1 M) WEST OF THE FRONT EDGE OF A ROW OF
 AH6967'NORWAY PINE TREES, 11.9 FT (3.6 M) SOUTH OF TEL CABLE PEDESTAL NO 41,
 AH6967'AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6006 ***********************************************************************
 DH6006  DESIGNATION -  11 LNB
 DH6006  PID         -  DH6006
 DH6006  STATE/COUNTY-  MN/DOUGLAS
 DH6006  COUNTRY     -  US
 DH6006  USGS QUAD   -  LAKE MILTONA EAST (1969)
 DH6006
 DH6006                         *CURRENT SURVEY CONTROL
 DH6006  ______________________________________________________________________
 DH6006* NAD 83(1986) POSITION- 46 00 43.     (N) 095 16 10.     (W)   SCALED    
 DH6006* NAVD 88 ORTHO HEIGHT -   412.535  (meters)    1353.46  (feet) ADJUSTED  
 DH6006  ______________________________________________________________________
 DH6006  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DH6006  DYNAMIC HEIGHT  -        412.537 (meters)     1353.47  (feet) COMP
 DH6006  MODELED GRAVITY -    980,606.6   (mgal)                       NAVD 88
 DH6006
 DH6006  VERT ORDER      -  THIRD
 DH6006
 DH6006.The horizontal coordinates were scaled from a topographic map and have
 DH6006.an estimated accuracy of +/- 6 seconds.
 DH6006.
 DH6006.The orthometric height was determined by differential leveling and
 DH6006.adjusted in May 2009.
 DH6006
 DH6006.No vertical observational check was made to the station.
 DH6006
 DH6006.The dynamic height is computed by dividing the NAVD 88
 DH6006.geopotential number by the normal gravity value computed on the
 DH6006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6006.degrees latitude (g = 980.6199 gals.).
 DH6006
 DH6006.The modeled gravity was interpolated from observed gravity values.
 DH6006
 DH6006;                    North         East    Units  Estimated Accuracy
 DH6006;SPC MN C     -   212,980.      721,060.      MT  (+/- 180 meters Scaled)
 DH6006
 DH6006                          SUPERSEDED SURVEY CONTROL
 DH6006
 DH6006.No superseded survey control is available for this station.
 DH6006
 DH6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL243978(NAD 83)
 DH6006
 DH6006_MARKER: DB = BENCH MARK DISK
 DH6006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH6006_SP_SET: CONCRETE ABUTMENT OF BRIDGE
 DH6006_STAMPING: 11 LNB 1967
 DH6006_MARK LOGO: USGS  
 DH6006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6006
 DH6006  HISTORY     - Date     Condition        Report By
 DH6006  HISTORY     - 1967     MONUMENTED       USGS
 DH6006
 DH6006                          STATION DESCRIPTION
 DH6006
 DH6006'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6006'MOLTONA, ABOUT 2.3 MI (3.7 KM) SOUTH, THENCE 1.0 MI (1.6 KM) EAST OF,
 DH6006'NEAR QUARTER CORNER BETWEEN SECTIONS 1 AND 6, T. 129 NORTH, RS. 36 AND
 DH6006'37 WEST, ABOUT 0.1 MI (0.2 KM) SOUTH OF CROSSROADS, IN EAST AND OF
 DH6006'NORTH ABUTMENT AND 0.7 FT (0.2 M) HIGHER THAN CENTER OF CONCRETE
 DH6006'BRIDGE OVER LONG PRAIRIE RIVER, A STANDARD TABLET STAMPED  11 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4013 ***********************************************************************
 DH4013  HT_MOD      -  This is a Height Modernization Survey Station.
 DH4013  DESIGNATION -  11 RB
 DH4013  PID         -  DH4013
 DH4013  STATE/COUNTY-  MN/POPE
 DH4013  COUNTRY     -  US
 DH4013  USGS QUAD   -  TERRACE (1977)
 DH4013
 DH4013                         *CURRENT SURVEY CONTROL
 DH4013  ______________________________________________________________________
 DH4013* NAD 83(2007) POSITION- 45 35 06.05074(N) 095 21 54.68750(W)   ADJUSTED  
 DH4013* NAD 83(2007) ELLIP HT-   380.497 (meters)        (02/10/07)   ADJUSTED
 DH4013* NAD 83(2007) EPOCH   -  2002.00
 DH4013* NAVD 88 ORTHO HEIGHT -   406.61   (meters)    1334.0   (feet) GPS OBS   
 DH4013  ______________________________________________________________________
 DH4013  NAD 83(2007) X  -   -418,114.682 (meters)                     COMP
 DH4013  NAD 83(2007) Y  - -4,452,058.800 (meters)                     COMP
 DH4013  NAD 83(2007) Z  -  4,533,358.648 (meters)                     COMP
 DH4013  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC09
 DH4013  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 DH4013
 DH4013  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH4013  Type                                         Horiz  Ellip  Dist(km)
 DH4013  -------------------------------------------------------------------
 DH4013  NETWORK                                       0.62   0.98
 DH4013  -------------------------------------------------------------------
 DH4013  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.58   0.64      4.95
 DH4013  -------------------------------------------------------------------
 DH4013  NOTE: Click here for information on individual local accuracy
 DH4013  values and other accuracy information.
 DH4013
 DH4013
 DH4013.The horizontal coordinates were established by GPS observations
 DH4013.and adjusted by the National Geodetic Survey in February 2007.
 DH4013
 DH4013.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH4013.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH4013
 DH4013.The horizontal coordinates are valid at the epoch date displayed above
 DH4013.which is a decimal equivalence of Year/Month/Day.
 DH4013
 DH4013.The orthometric height was determined by GPS observations and a
 DH4013.high-resolution geoid model using precise GPS observation and
 DH4013.processing techniques.
 DH4013
 DH4013.Photographs are available for this station.
 DH4013
 DH4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4013
 DH4013.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH4013
 DH4013.The ellipsoidal height was determined by GPS observations
 DH4013.and is referenced to NAD 83.
 DH4013
 DH4013. The following values were computed from the NAD 83(2007) position.
 DH4013
 DH4013;                    North         East     Units Scale Factor Converg.
 DH4013;SPC MN C     -   165,635.543   712,972.366   MT  1.00000701   -0 48 24.2
 DH4013;SPC MN C     -   543,422.61  2,339,143.50   sFT  1.00000701   -0 48 24.2
 DH4013;UTM  15      - 5,050,662.341   315,494.487   MT  1.00001855   -1 41 23.7
 DH4013
 DH4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4013!SPC MN C     -   0.99994035  x   1.00000701  =   0.99994736
 DH4013!UTM  15      -   0.99994035  x   1.00001855  =   0.99995890
 DH4013
 DH4013                          SUPERSEDED SURVEY CONTROL
 DH4013
 DH4013  NAD 83(1996)-  45 35 06.05031(N)    095 21 54.68712(W) AD(       ) 1
 DH4013  ELLIP H (05/31/05)  380.523  (m)                       GP(       ) 4 1
 DH4013  NAVD 88 (05/31/05)  406.6    (m)  GEOID03 model used   GPS OBS        
 DH4013
 DH4013.Superseded values are not recommended for survey control.
 DH4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4013.See file dsdata.txt to determine how the superseded data were derived.
 DH4013
 DH4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1549450662(NAD 83)
 DH4013
 DH4013_MARKER: DD = SURVEY DISK
 DH4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4013_STAMPING: 11 RB 1966
 DH4013_MARK LOGO: USGS  
 DH4013_PROJECTION: PROJECTING 5 CENTIMETERS
 DH4013_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4013+STABILITY: SURFACE MOTION
 DH4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4013+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 DH4013
 DH4013  HISTORY     - Date     Condition        Report By
 DH4013  HISTORY     - 19660401 MONUMENTED       USGS
 DH4013  HISTORY     - 20071011 GOOD             MNDT
 DH4013  HISTORY     - 20071011 GOOD             MNDT
 DH4013
 DH4013                          STATION DESCRIPTION
 DH4013
 DH4013'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DH4013'4.5 MILES SOUTH OF GLENWOOD, 0.35 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DH4013'55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 28 AT
 DH4013'GLENWOOD, THEN 200 FEET WEST ON PARK ROAD, THEN 4.10 MILES SOUTH ON
 DH4013'COUNTY ROAD 21, THAN 0.05 MILES EAST ON COUNTY ROAD 18, 49 FEET SOUTH
 DH4013'AND 66 FEET WEST OF EAST-WEST ROAD AT FIELD ENTRANCE SOUTH, 0.1 MILES
 DH4013'EAST OF TEE ROAD NORTH (COUNTY ROAD 21), 4.5 FEET EAST-NORTHEAST OF
 DH4013'POWER POLE, 1.0 FEET NORTH OF WITNESS POST
 DH4013
 DH4013                          STATION RECOVERY (2007)
 DH4013
 DH4013'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DH4013'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST OF SEDAN, 5.6 MI
 DH4013'(9.0 KM) NORTH-NORTHWEST OF TERRACE AND 4.7 MI (7.6 KM)
 DH4013'SOUTH-SOUTHEAST OF GLENWOOD.
 DH4013' 
 DH4013'RECOVERED AS DESCRIBED.
 DH4013
 DH4013                          STATION RECOVERY (2007)
 DH4013
 DH4013'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DH4013'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DH4013'THE MARK IS 4.5 MILES SOUTH OF GLENWOOD, 0.35 MILE SOUTHEAST ALONG
 DH4013'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DH4013'HIGHWAY 28 AT GLENWOOD, THEN 200 FEET WEST ALONG PARK ROAD TO JUNCTION
 DH4013'OF PARK ROAD AND COUNTY ROAD 21, THEN 4.1 MILES SOUTH ALONG COUNTY
 DH4013'ROAD 21 TO JUNCTION OF COUNTY ROAD 21 AND COUNTY ROAD 18, THEN 0.05
 DH4013'MILE EAST ALONG COUNTY ROAD 18, 0.1 MILE EAST OF TEE-ROAD NORTH
 DH4013'(COUNTY ROAD 21), 54.6 SOUTH OF COUNTY ROAD 18, 47.0 FEET EAST OF
 DH4013'FIELD ENTRANCE, 5.5 FEET EAST-NORTHEAST OF POWER POLE, 1.0 FOOT NORTH
 DH4013'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4799 ***********************************************************************
 DL4799  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4799  DESIGNATION -  11 RLB
 DL4799  PID         -  DL4799
 DL4799  STATE/COUNTY-  MN/HOUSTON
 DL4799  COUNTRY     -  US
 DL4799  USGS QUAD   -  WILMINGTON (1965)
 DL4799
 DL4799                         *CURRENT SURVEY CONTROL
 DL4799  ______________________________________________________________________
 DL4799* NAD 83(2007) POSITION- 43 30 02.52203(N) 091 36 32.85853(W)   ADJUSTED  
 DL4799* NAD 83(2007) ELLIP HT-   347.486 (meters)        (09/09/09)   ADJUSTED
 DL4799* NAD 83(2007) EPOCH   -  2002.00
 DL4799* NAVD 88 ORTHO HEIGHT -   377.85   (meters)    1239.7   (feet) GPS OBS   
 DL4799  ______________________________________________________________________
 DL4799  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4799  GEOID HEIGHT    -        -30.29  (meters)                     GEOID03
 DL4799  GEOID HEIGHT    -        -30.35  (meters)                     GEOID09
 DL4799  NAD 83(2007) X  -   -130,129.343 (meters)                     COMP
 DL4799  NAD 83(2007) Y  - -4,632,263.375 (meters)                     COMP
 DL4799  NAD 83(2007) Z  -  4,368,257.420 (meters)                     COMP
 DL4799  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC09
 DL4799  HORZ ORDER      -  FIRST
 DL4799  ELLP ORDER      -  FOURTH    CLASS I
 DL4799
 DL4799.The horizontal coordinates were established by GPS observations
 DL4799.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4799
 DL4799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4799.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4799
 DL4799.The horizontal coordinates are valid at the epoch date displayed above
 DL4799.which is a decimal equivalence of Year/Month/Day.
 DL4799
 DL4799.The orthometric height was determined by GPS observations and a
 DL4799.high-resolution geoid model using precise GPS observation and
 DL4799.processing techniques.
 DL4799
 DL4799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4799
 DL4799.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4799
 DL4799.The ellipsoidal height was determined by GPS observations
 DL4799.and is referenced to NAD 83.
 DL4799
 DL4799. The following values were computed from the NAD 83(2007) position.
 DL4799
 DL4799;                    North         East     Units Scale Factor Converg.
 DL4799;SPC MN S     -   158,463.425   993,350.185   MT  1.00007320   +1 40 33.0
 DL4799;SPC MN S     -   519,892.09  3,259,016.40   sFT  1.00007320   +1 40 33.0
 DL4799;UTM  15      - 4,817,358.758   612,443.460   MT  0.99975552   +0 57 27.1
 DL4799
 DL4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4799!SPC MN S     -   0.99994551  x   1.00007320  =   1.00001871
 DL4799!UTM  15      -   0.99994551  x   0.99975552  =   0.99970105
 DL4799
 DL4799                          SUPERSEDED SURVEY CONTROL
 DL4799
 DL4799.No superseded survey control is available for this station.
 DL4799
 DL4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1244317358(NAD 83)
 DL4799
 DL4799_MARKER: DD = SURVEY DISK
 DL4799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL4799+WITH SETTING: INFORMATION.
 DL4799_STAMPING: 11 RLB 1971
 DL4799_MARK LOGO: USGS  
 DL4799_PROJECTION: RECESSED 20 CENTIMETERS
 DL4799_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL4799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4799+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DL4799
 DL4799  HISTORY     - Date     Condition        Report By
 DL4799  HISTORY     - 1971     MONUMENTED       USGS
 DL4799  HISTORY     - 20080226 GOOD             MNDT
 DL4799
 DL4799                          STATION DESCRIPTION
 DL4799
 DL4799'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4799'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4799'THE MARK IS 4.4 MILES SOUTH-SOUTHEAST OF SPRING GROVE, 4.7 MILES
 DL4799'SOUTH-SOUTHEAST ALONG COUNTY ROAD 16 (DORCHESTER DRIVE) FROM JUNCTION
 DL4799'OF COUNTY ROAD 16 (DORCHESTER DRIVE) AND TRUNK HIGHWAY 44 IN SPRING
 DL4799'GROVE, THEN 0.1 MILE EAST ALONG PORTLAND PRAIRIE DRIVE, 480 FEET EAST
 DL4799'OF COUNTY ROAD 16 (DORCHESTER DRIVE), 18 FEET NORTH OF PORTLAND
 DL4799'PRAIRIE DRIVE, 2.0 FEET WEST OF POWER POLE, ON TOP OF A RISE, SOUTH OF
 DL4799'WITNESS POST, ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1806 ***********************************************************************
 DM1806  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1806  DESIGNATION -  11 RWM
 DM1806  PID         -  DM1806
 DM1806  STATE/COUNTY-  MN/CLAY
 DM1806  COUNTRY     -  US
 DM1806  USGS QUAD   -  COMSTOCK (1964)
 DM1806
 DM1806                         *CURRENT SURVEY CONTROL
 DM1806  ______________________________________________________________________
 DM1806* NAD 83(2007) POSITION- 46 37 50.16357(N) 096 41 39.42809(W)   ADJUSTED  
 DM1806* NAD 83(2007) ELLIP HT-   256.871 (meters)        (01/24/11)   ADJUSTED
 DM1806* NAD 83(2007) EPOCH   -  2002.00
 DM1806* NAVD 88 ORTHO HEIGHT -   283.30   (meters)     929.5   (feet) GPS OBS   
 DM1806  ______________________________________________________________________
 DM1806  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1806  GEOID HEIGHT    -        -26.39  (meters)                     GEOID03
 DM1806  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DM1806  NAD 83(2007) X  -   -511,494.009 (meters)                     COMP
 DM1806  NAD 83(2007) Y  - -4,357,891.869 (meters)                     COMP
 DM1806  NAD 83(2007) Z  -  4,613,848.591 (meters)                     COMP
 DM1806  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC09
 DM1806  HORZ ORDER      -  FIRST
 DM1806  ELLP ORDER      -  FIRST     CLASS II
 DM1806
 DM1806.The horizontal coordinates were established by GPS observations
 DM1806.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1806
 DM1806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1806.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1806
 DM1806.The horizontal coordinates are valid at the epoch date displayed above
 DM1806.which is a decimal equivalence of Year/Month/Day.
 DM1806
 DM1806.The orthometric height was determined by GPS observations and a
 DM1806.high-resolution geoid model using precise GPS observation and
 DM1806.processing techniques.
 DM1806
 DM1806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1806
 DM1806.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1806
 DM1806.The ellipsoidal height was determined by GPS observations
 DM1806.and is referenced to NAD 83.
 DM1806
 DM1806. The following values were computed from the NAD 83(2007) position.
 DM1806
 DM1806;                    North         East     Units Scale Factor Converg.
 DM1806;SPC MN C     -   284,124.678   612,861.858   MT  0.99993532   -1 46 05.4
 DM1806;SPC MN C     -   932,165.71  2,010,697.61   sFT  0.99993532   -1 46 05.4
 DM1806;UTM  14      - 5,166,697.726   676,495.093   MT  0.99998290   +1 40 35.6
 DM1806
 DM1806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1806!SPC MN C     -   0.99995974  x   0.99993532  =   0.99989506
 DM1806!UTM  14      -   0.99995974  x   0.99998290  =   0.99994264
 DM1806
 DM1806                          SUPERSEDED SURVEY CONTROL
 DM1806
 DM1806.No superseded survey control is available for this station.
 DM1806
 DM1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7649566697(NAD 83)
 DM1806
 DM1806_MARKER: DD = SURVEY DISK
 DM1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1806_STAMPING: 11 RWM 1964
 DM1806_MARK LOGO: USGS  
 DM1806_PROJECTION: PROJECTING 15 CENTIMETERS
 DM1806_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1806+STABILITY: SURFACE MOTION
 DM1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1806+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM1806
 DM1806  HISTORY     - Date     Condition        Report By
 DM1806  HISTORY     - 19640401 MONUMENTED       USGS
 DM1806  HISTORY     - 20090922 GOOD             MNDT
 DM1806
 DM1806                          STATION DESCRIPTION
 DM1806
 DM1806'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1806'THE MARK IS 5.5 MILES NORTHEAST OF WOLVERTON, 3.2 MILES SOUTHEAST OF
 DM1806'COMSTOCK, 2 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DM1806'TRUNK HIGHWAY 75 AND COUNTY ROAD 2(0.5 MILE WEST OF COMSTOCK) TO TRUNK
 DM1806'HIGHWAY 75 MILEPOINT 233.25, THEN 3 MILES EAST ON 180 AVE S, 70 FEET
 DM1806'NORTH OF 180TH AVENUE SOUTH, 46.9 FEET EAST OF COUNTY ROAD 52 (50TH
 DM1806'STREET SOUTH), 18.8 FEET WEST OF CABLE BOX T 204 3, 1 FOOT WEST OF
 DM1806'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI1729 ***********************************************************************
 AI1729  DESIGNATION -  11 SEM
 AI1729  PID         -  AI1729
 AI1729  STATE/COUNTY-  MN/PIPESTONE
 AI1729  COUNTRY     -  US
 AI1729  USGS QUAD   -  EDGERTON NORTH (1967)
 AI1729
 AI1729                         *CURRENT SURVEY CONTROL
 AI1729  ______________________________________________________________________
 AI1729* NAD 83(1986) POSITION- 43 52 39.     (N) 096 13 38.     (W)   SCALED    
 AI1729* NAVD 88 ORTHO HEIGHT -   516.130  (meters)    1693.34  (feet) ADJUSTED  
 AI1729  ______________________________________________________________________
 AI1729  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 AI1729  DYNAMIC HEIGHT  -        516.007 (meters)     1692.93  (feet) COMP
 AI1729  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 AI1729
 AI1729  VERT ORDER      -  SECOND    CLASS I
 AI1729
 AI1729.The horizontal coordinates were scaled from a topographic map and have
 AI1729.an estimated accuracy of +/- 6 seconds.
 AI1729.
 AI1729.The orthometric height was determined by differential leveling and
 AI1729.adjusted in July 2000.
 AI1729
 AI1729.No vertical observational check was made to the station.
 AI1729
 AI1729.The dynamic height is computed by dividing the NAVD 88
 AI1729.geopotential number by the normal gravity value computed on the
 AI1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI1729.degrees latitude (g = 980.6199 gals.).
 AI1729
 AI1729.The modeled gravity was interpolated from observed gravity values.
 AI1729
 AI1729;                    North         East    Units  Estimated Accuracy
 AI1729;SPC MN S     -   199,940.      621,020.      MT  (+/- 180 meters Scaled)
 AI1729
 AI1729                          SUPERSEDED SURVEY CONTROL
 AI1729
 AI1729.No superseded survey control is available for this station.
 AI1729
 AI1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP227620(NAD 83)
 AI1729
 AI1729_MARKER: DB = BENCH MARK DISK
 AI1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI1729_STAMPING: 11 SEM 1966 1693
 AI1729_MARK LOGO: USGS  
 AI1729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI1729+STABILITY: SURFACE MOTION
 AI1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1729+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1996
 AI1729
 AI1729  HISTORY     - Date     Condition        Report By
 AI1729  HISTORY     - 1966     MONUMENTED       USGS
 AI1729  HISTORY     - 19960207 GOOD             MNDT
 AI1729
 AI1729                          STATION DESCRIPTION
 AI1729
 AI1729'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AI1729'4.4 MI (7.1 KM) WEST OF EDGERTON ON TH 268, AT CREST OF HILL, 48.9 FT
 AI1729'(14.9 M) SOUTH OF TH 268, AT TH 268 MP 1.85, 33 FT (10.1 M) WEST OF
 AI1729'FIELD ENT, 710 FT (216.4 M) WEST OF JCT OF TH 268 AND CO RD 60, 1.3 FT
 AI1729'(0.4 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5831 ***********************************************************************
 DL5831  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5831  DESIGNATION -  11 SEM
 DL5831  PID         -  DL5831
 DL5831  STATE/COUNTY-  MN/LYON
 DL5831  COUNTRY     -  US
 DL5831  USGS QUAD   -  MINNEOTA (1967)
 DL5831
 DL5831                         *CURRENT SURVEY CONTROL
 DL5831  ______________________________________________________________________
 DL5831* NAD 83(2007) POSITION- 44 35 32.95750(N) 095 59 28.87595(W)   ADJUSTED  
 DL5831* NAD 83(2007) ELLIP HT-   331.967 (meters)        (11/04/09)   ADJUSTED
 DL5831* NAD 83(2007) EPOCH   -  2002.00
 DL5831* NAVD 88 ORTHO HEIGHT -   358.57   (meters)    1176.4   (feet) GPS OBS   
 DL5831  ______________________________________________________________________
 DL5831  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5831  GEOID HEIGHT    -        -26.56  (meters)                     GEOID03
 DL5831  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DL5831  NAD 83(2007) X  -   -474,894.047 (meters)                     COMP
 DL5831  NAD 83(2007) Y  - -4,524,882.878 (meters)                     COMP
 DL5831  NAD 83(2007) Z  -  4,455,445.905 (meters)                     COMP
 DL5831  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC09
 DL5831  HORZ ORDER      -  FIRST
 DL5831  ELLP ORDER      -  THIRD     CLASS I
 DL5831
 DL5831.The horizontal coordinates were established by GPS observations
 DL5831.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5831
 DL5831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5831.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5831
 DL5831.The horizontal coordinates are valid at the epoch date displayed above
 DL5831.which is a decimal equivalence of Year/Month/Day.
 DL5831
 DL5831.The orthometric height was determined by GPS observations and a
 DL5831.high-resolution geoid model using precise GPS observation and
 DL5831.processing techniques.
 DL5831
 DL5831.Photographs are available for this station.
 DL5831
 DL5831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5831
 DL5831.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5831
 DL5831.The ellipsoidal height was determined by GPS observations
 DL5831.and is referenced to NAD 83.
 DL5831
 DL5831. The following values were computed from the NAD 83(2007) position.
 DL5831
 DL5831;                    North         East     Units Scale Factor Converg.
 DL5831;SPC MN S     -   278,869.491   641,906.794   MT  0.99992330   -1 23 44.9
 DL5831;SPC MN S     -   914,924.32  2,105,989.21   sFT  0.99992330   -1 23 44.9
 DL5831;UTM  15      - 4,942,036.013   262,568.629   MT  1.00029331   -2 06 03.9
 DL5831;UTM  14      - 4,942,086.511   738,803.832   MT  1.00030135   +2 06 47.7
 DL5831
 DL5831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5831!SPC MN S     -   0.99994795  x   0.99992330  =   0.99987126
 DL5831!UTM  15      -   0.99994795  x   1.00029331  =   1.00024125
 DL5831!UTM  14      -   0.99994795  x   1.00030135  =   1.00024929
 DL5831
 DL5831                          SUPERSEDED SURVEY CONTROL
 DL5831
 DL5831.No superseded survey control is available for this station.
 DL5831
 DL5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6256842036(NAD 83)
 DL5831
 DL5831_MARKER: DD = SURVEY DISK
 DL5831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5831_STAMPING: 11 SEM 1965 1176
 DL5831_MARK LOGO: USGS  
 DL5831_PROJECTION: FLUSH
 DL5831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5831+STABILITY: SURFACE MOTION
 DL5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5831+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 DL5831
 DL5831  HISTORY     - Date     Condition        Report By
 DL5831  HISTORY     - 1965     MONUMENTED       USGS
 DL5831  HISTORY     - 20090420 GOOD             MNDT
 DL5831
 DL5831                          STATION DESCRIPTION
 DL5831
 DL5831'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DL5831'2.4 MILES NORTH ON COUNTY ROAD 3 FROM JUNCTION OF COUNTY ROAD 3 AND
 DL5831'TRUNK HIGHWAY 68 AT MINNEOTA, 51 FEET EAST OF COUNTY ROAD 3, 153 FEET
 DL5831'SOUTH OF FARM DRIVEWAY EAST,76.0 FEET NORTH OF FIELD ENTRANCE, 51.0
 DL5831'FEET EAST OF COUNTY ROAD 3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0713 ***********************************************************************
 PR0713  DESIGNATION -  11 T
 PR0713  PID         -  PR0713
 PR0713  STATE/COUNTY-  MN/LYON
 PR0713  COUNTRY     -  US
 PR0713  USGS QUAD   -  TAUNTON (1967)
 PR0713
 PR0713                         *CURRENT SURVEY CONTROL
 PR0713  ______________________________________________________________________
 PR0713* NAD 83(1996) POSITION- 44 30 09.05362(N) 096 03 45.32850(W)   ADJUSTED  
 PR0713* NAVD 88 ORTHO HEIGHT -   424.28   (+/-2cm)    1392.0   (feet) VERTCON   
 PR0713  ______________________________________________________________________
 PR0713  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 PR0713  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC09
 PR0713  HORZ ORDER      -  THIRD
 PR0713  VERT ORDER      -  THIRD ? (See Below)
 PR0713
 PR0713.The horizontal coordinates were established by classical geodetic methods
 PR0713.and adjusted by the National Geodetic Survey in March 1999.
 PR0713.
 PR0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0713
 PR0713.The vertical order pertains to the NGVD 29 superseded value.
 PR0713
 PR0713.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0713
 PR0713. The following values were computed from the NAD 83(1996) position.
 PR0713
 PR0713;                    North         East     Units Scale Factor Converg.
 PR0713;SPC MN S     -   269,015.589   636,000.265   MT  0.99992204   -1 26 44.6
 PR0713;SPC MN S     -   882,595.31  2,086,610.87   sFT  0.99992204   -1 26 44.6
 PR0713;UTM  14      - 4,931,886.023   733,509.263   MT  1.00027060   +2 03 35.6
 PR0713;UTM  15      - 4,932,251.592   256,539.187   MT  1.00032899   -2 08 51.9
 PR0713
 PR0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0713!SPC MN S     -   0.99993764  x   0.99992204  =   0.99985968
 PR0713!UTM  14      -   0.99993764  x   1.00027060  =   1.00020822
 PR0713!UTM  15      -   0.99993764  x   1.00032899  =   1.00026661
 PR0713
 PR0713                          SUPERSEDED SURVEY CONTROL
 PR0713
 PR0713  NAD 83(1996)-  44 30 09.05098(N)    096 03 45.32530(W) AD(       ) 3
 PR0713  NAD 83(1986)-  44 30 09.05153(N)    096 03 45.31365(W) AD(       ) 3
 PR0713  NAD 27      -  44 30 09.19362(N)    096 03 44.19799(W) AD(       ) 3
 PR0713  NGVD 29 (07/19/86)  424.06   (m)         1391.3    (f) LEVELING    3  
 PR0713
 PR0713.Superseded values are not recommended for survey control.
 PR0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0713.See file dsdata.txt to determine how the superseded data were derived.
 PR0713
 PR0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3350931886(NAD 83)
 PR0713
 PR0713_MARKER: DB = BENCH MARK DISK
 PR0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0713_STAMPING: 11 T 1960 1391
 PR0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0713+STABILITY: SURFACE MOTION
 PR0713
 PR0713  HISTORY     - Date     Condition        Report By
 PR0713  HISTORY     - 1960     MONUMENTED       USGS
 PR0713
 PR0713                          STATION DESCRIPTION
 PR0713
 PR0713'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0713'MINNEOTA,4.5 MILE S AND 3.5 MILE W OF. NEAR CORNER SECTIONS 17,18,19,
 PR0713'20,T.112N,R.43W,34 FT S,733 FT W AND 17.4 FT HIGHER THAN X-ROADS, 1 FT
 PR0713'N OF E-W FENCE AND 6 FT W OF POWERPOLE. IN CONCRETE POST A STANDARD
 PR0713'TABLET STAMPED---11 T 1960 1391 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0250 ***********************************************************************
 SK0250  DESIGNATION -  11 WGW
 SK0250  PID         -  SK0250
 SK0250  STATE/COUNTY-  MN/HUBBARD
 SK0250  COUNTRY     -  US
 SK0250  USGS QUAD   -  LAKE GEORGE (1972)
 SK0250
 SK0250                         *CURRENT SURVEY CONTROL
 SK0250  ______________________________________________________________________
 SK0250* NAD 83(1986) POSITION- 47 12 04.     (N) 094 59 40.     (W)   SCALED    
 SK0250* NAVD 88 ORTHO HEIGHT -   435.761  (meters)    1429.66  (feet) ADJUSTED  
 SK0250  ______________________________________________________________________
 SK0250  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 SK0250  DYNAMIC HEIGHT  -        435.806 (meters)     1429.81  (feet) COMP
 SK0250  MODELED GRAVITY -    980,702.5   (mgal)                       NAVD 88
 SK0250
 SK0250  VERT ORDER      -  SECOND    CLASS 0
 SK0250
 SK0250.The horizontal coordinates were scaled from a topographic map and have
 SK0250.an estimated accuracy of +/- 6 seconds.
 SK0250.
 SK0250.The orthometric height was determined by differential leveling and
 SK0250.adjusted in June 1991.
 SK0250
 SK0250.The dynamic height is computed by dividing the NAVD 88
 SK0250.geopotential number by the normal gravity value computed on the
 SK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0250.degrees latitude (g = 980.6199 gals.).
 SK0250
 SK0250.The modeled gravity was interpolated from observed gravity values.
 SK0250
 SK0250;                    North         East    Units  Estimated Accuracy
 SK0250;SPC MN C     -   344,920.      743,590.      MT  (+/- 180 meters Scaled)
 SK0250
 SK0250                          SUPERSEDED SURVEY CONTROL
 SK0250
 SK0250  NGVD 29 (??/??/92)  435.486  (m)         1428.76   (f) ADJ UNCH    2 0
 SK0250
 SK0250.Superseded values are not recommended for survey control.
 SK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0250.See file dsdata.txt to determine how the superseded data were derived.
 SK0250
 SK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN489294(NAD 83)
 SK0250
 SK0250_MARKER: DD = SURVEY DISK
 SK0250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0250_STAMPING: 11 WGW 1972
 SK0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0250
 SK0250  HISTORY     - Date     Condition        Report By
 SK0250  HISTORY     - 1972     MONUMENTED       USGS
 SK0250  HISTORY     - 1972     GOOD             MNDT
 SK0250  HISTORY     - 20010501 GOOD             MNDT
 SK0250
 SK0250                          STATION DESCRIPTION
 SK0250
 SK0250'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0250'IN LAKE GEORGE.
 SK0250'MARK IS LOCATED AT LAKE GEORGE, 78.1 FEET NORTH OF THE CENTERLINE OF
 SK0250'T.H. 71, OPPOSITE MILE POST NO. 288, 53.8 FEET WEST OF THE CENTER OF
 SK0250'COUNTY ROAD 4, 1.4 FEET SOUTH OF THE SOUTH FACE OF A 1 STORY STUCCO
 SK0250'BUILDING (STORE), 1 FOOT WEST OF THE EAST END OF A CONCRETE WALKWAY,
 SK0250'AND 1.3 FEET HIGHER THAN THE DRIVEWAY SURFACE.  SEC 1/4 SECTION 16,
 SK0250'T143, R34.
 SK0250
 SK0250                          STATION RECOVERY (2001)
 SK0250
 SK0250'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0250'3 FT WEST OF TELEPHONE BOOTH
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5532 ***********************************************************************
 DM5532  DESIGNATION -  11 WR
 DM5532  PID         -  DM5532
 DM5532  STATE/COUNTY-  MN/LAKE
 DM5532  COUNTRY     -  US
 DM5532  USGS QUAD   -  ISABELLA STATION (1984)
 DM5532
 DM5532                         *CURRENT SURVEY CONTROL
 DM5532  ______________________________________________________________________
 DM5532* NAD 83(1986) POSITION- 47 37 14.0    (N) 091 23 35.5    (W)   HD_HELD2  
 DM5532* NAVD 88 ORTHO HEIGHT -   587.727  (meters)    1928.23  (feet) ADJUSTED  
 DM5532  ______________________________________________________________________
 DM5532  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 DM5532  DYNAMIC HEIGHT  -        587.812 (meters)     1928.51  (feet) COMP
 DM5532  MODELED GRAVITY -    980,738.1   (mgal)                       NAVD 88
 DM5532
 DM5532  VERT ORDER      -  SECOND    CLASS I
 DM5532
 DM5532.The horizontal coordinates were established by autonomous hand held GPS
 DM5532.observations and have an estimated accuracy of +/- 10 meters.
 DM5532.
 DM5532.The orthometric height was determined by differential leveling and
 DM5532.adjusted in June 2011.
 DM5532
 DM5532.The dynamic height is computed by dividing the NAVD 88
 DM5532.geopotential number by the normal gravity value computed on the
 DM5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5532.degrees latitude (g = 980.6199 gals.).
 DM5532
 DM5532.The modeled gravity was interpolated from observed gravity values.
 DM5532
 DM5532;                    North         East    Units  Estimated Accuracy
 DM5532;SPC MN N     -   225,992.      928,280.      MT  (+/- 10 meters HH2 GPS)
 DM5532
 DM5532                          SUPERSEDED SURVEY CONTROL
 DM5532
 DM5532.No superseded survey control is available for this station.
 DM5532
 DM5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2073575378(NAD 83)
 DM5532
 DM5532_MARKER: DB = BENCH MARK DISK
 DM5532_SETTING: 80 = SET IN A BOULDER
 DM5532_STAMPING: 11 WR 1953
 DM5532_MARK LOGO: USGS  
 DM5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5532+STABILITY: SURFACE MOTION
 DM5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5532+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5532
 DM5532  HISTORY     - Date     Condition        Report By
 DM5532  HISTORY     - 1953     MONUMENTED       USGS
 DM5532  HISTORY     - 20070718 GOOD             MNDT
 DM5532
 DM5532                          STATION DESCRIPTION
 DM5532
 DM5532'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5532'THE MARK IS LOCATED ABOUT 14.1 MI (22.7 KM) NORTHEAST OF WHYTE, 12.8
 DM5532'MI (20.6 KM) WEST OF CLEAR LAKE AND 1.8 MI (2.9 KM) WEST OF ISABELLA
 DM5532'MINNESOTA.
 DM5532' 
 DM5532'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5532'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 1.9 MI (3.1 KM)
 DM5532'WEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 323.35.
 DM5532' 
 DM5532'THE MARK IS FOUND 40 FT (12.2 M) NORTHEAST OF TRUNK HIGHWAY 1, 25 FT
 DM5532'(7.6 M) SOUTHEAST OF FOREST ROAD NUMBER 176 (ARROW HEAD ROAD), 4.5 FT
 DM5532'(1.4 M) NORTHEAST OF EAST END OF CULVERT AND 3.5 FT (1.1 M) SOUTHWEST
 DM5532'OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1556 ***********************************************************************
 QO1556  DESIGNATION -  110
 QO1556  PID         -  QO1556
 QO1556  STATE/COUNTY-  MN/CHISAGO
 QO1556  COUNTRY     -  US
 QO1556  USGS QUAD   -  NORTH BRANCH (1983)
 QO1556
 QO1556                         *CURRENT SURVEY CONTROL
 QO1556  ______________________________________________________________________
 QO1556* NAD 83(1996) POSITION- 45 32 23.90921(N) 092 58 44.60062(W)   ADJUSTED  
 QO1556* NAVD 88 ORTHO HEIGHT -   282.3    (meters)     926.    (feet) VERTCON   
 QO1556  ______________________________________________________________________
 QO1556  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 QO1556  LAPLACE CORR    -          9.58  (seconds)                    DEFLEC09
 QO1556  HORZ ORDER      -  SECOND
 QO1556
 QO1556.The horizontal coordinates were established by classical geodetic methods
 QO1556.and adjusted by the National Geodetic Survey in March 1999.
 QO1556.
 QO1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1556
 QO1556.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1556
 QO1556. The following values were computed from the NAD 83(1996) position.
 QO1556
 QO1556;                    North         East     Units Scale Factor Converg.
 QO1556;SPC MN C     -   160,813.419   899,261.704   MT  1.00001750   +0 55 09.8
 QO1556;SPC MN C     -   527,602.03  2,950,327.77   sFT  1.00001750   +0 55 09.8
 QO1556;SPC WI C     -   193,915.865   367,377.952   MT  1.00000786   -2 06 07.0
 QO1556;SPC WI C     -   636,205.63  1,205,305.83   sFT  1.00000786   -2 06 07.0
 QO1556;UTM  15      - 5,042,937.815   501,635.151   MT  0.99960003   +0 00 53.8
 QO1556
 QO1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1556!SPC MN C     -   0.99996015  x   1.00001750  =   0.99997765
 QO1556!SPC WI C     -   0.99996015  x   1.00000786  =   0.99996801
 QO1556!UTM  15      -   0.99996015  x   0.99960003  =   0.99956019
 QO1556
 QO1556:                Primary Azimuth Mark                     Grid Az
 QO1556:SPC MN C     -  NORTH BRANCH WATER TANK                  178 51 49.7
 QO1556:SPC WI C     -  NORTH BRANCH WATER TANK                  181 53 06.5
 QO1556:UTM  15      -  NORTH BRANCH WATER TANK                  179 46 05.7
 QO1556
 QO1556|---------------------------------------------------------------------|
 QO1556| PID    Reference Object                     Distance      Geod. Az  |
 QO1556|                                                           dddmmss.s |
 QO1556| QO1558 NORTH BRANCH WATER TANK             APPROX. 2.8 KM 1794659.5 |
 QO1556|---------------------------------------------------------------------|
 QO1556
 QO1556                          SUPERSEDED SURVEY CONTROL
 QO1556
 QO1556  NAD 83(1991)-  45 32 23.90192(N)    092 58 44.59151(W) AD(       ) 2
 QO1556  NAD 83(1986)-  45 32 23.90077(N)    092 58 44.59266(W) AD(       ) 2
 QO1556  NAD 27      -  45 32 24.03810(N)    092 58 43.81510(W) AD(       ) 2
 QO1556  NGVD 29 (07/19/86)  282.2    (m)          926.     (f) VERT ANG       
 QO1556
 QO1556.Superseded values are not recommended for survey control.
 QO1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1556.See file dsdata.txt to determine how the superseded data were derived.
 QO1556
 QO1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0163542937(NAD 83)
 QO1556
 QO1556_MARKER: I = METAL ROD
 QO1556_SETTING: 0 = UNSPECIFIED SETTING
 QO1556_STAMPING: UNSTAMPED
 QO1556_MARK LOGO: MNHD  
 QO1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1556
 QO1556  HISTORY     - Date     Condition        Report By
 QO1556  HISTORY     - 1959     MONUMENTED       MNHD
 QO1556  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO1556
 QO1556                          STATION DESCRIPTION
 QO1556
 QO1556'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1556'STATION IS SITUATED 2 MILES NORTH OF TOWN OF NORTH BRANCH.
 QO1556'
 QO1556'TO REACH FROM TOWN OF NORTH BRANCH GO 2 MILES NORTH ON HIGHWAY
 QO1556'61 TO A POINT 100 FEET NORTH OF RAILWAY SIGNALS NO. 426 AND
 QO1556'STATION, 27 FEET WEST OF CENTERLINE RAILWAY TRACKS AND 21.7
 QO1556'FEET EAST OF FENCE LINE.
 QO1556'
 QO1556'STATION IS A 1 IN X 4 FT IRON ROD FLUSH WITH THE GROUND AND
 QO1556'REFERENCED BY A NAIL AND BRASS CAP IN A T. POLE 99.23 FEET
 QO1556'NORTH OF STATION AND A NAIL AND BRASS CAP IN A T. POLE 34.79
 QO1556'FEET SOUTH OF STATION.
 QO1556'
 QO1556'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1556
 QO1556                          STATION RECOVERY (2007)
 QO1556
 QO1556'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1556'2 MILES NORTH OF NORTH BRANCH, 2.0 MILES NORTH OF NORTH BRANCH ALONG
 QO1556'TRUNK HIGHWAY 61, 100 FEET NORTH OF RAILROAD SIGNAL 426, 27 FEET WEST
 QO1556'OF RAILROAD, 21.7 FEET EAST OF FENCELINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0860 ***********************************************************************
 DI0860  DESIGNATION -  110 KEE
 DI0860  PID         -  DI0860
 DI0860  STATE/COUNTY-  MN/KOOCHICHING
 DI0860  COUNTRY     -  US
 DI0860  USGS QUAD   -  BIRCHDALE SE (1968)
 DI0860
 DI0860                         *CURRENT SURVEY CONTROL
 DI0860  ______________________________________________________________________
 DI0860* NAD 83(1986) POSITION- 48 35 02.9    (N) 094 04 44.2    (W)   HD_HELD2  
 DI0860* NAVD 88 ORTHO HEIGHT -   348.611  (meters)    1143.73  (feet) ADJUSTED  
 DI0860  ______________________________________________________________________
 DI0860  GEOID HEIGHT    -        -29.43  (meters)                     GEOID09
 DI0860  DYNAMIC HEIGHT  -        348.700 (meters)     1144.03  (feet) COMP
 DI0860  MODELED GRAVITY -    980,854.7   (mgal)                       NAVD 88
 DI0860
 DI0860  VERT ORDER      -  SECOND    CLASS I
 DI0860
 DI0860.The horizontal coordinates were established by autonomous hand held GPS
 DI0860.observations and have an estimated accuracy of +/- 10 meters.
 DI0860.
 DI0860.The orthometric height was determined by differential leveling and
 DI0860.adjusted in September 2006.
 DI0860
 DI0860.No vertical observational check was made to the station.
 DI0860
 DI0860.The dynamic height is computed by dividing the NAVD 88
 DI0860.geopotential number by the normal gravity value computed on the
 DI0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0860.degrees latitude (g = 980.6199 gals.).
 DI0860
 DI0860.The modeled gravity was interpolated from observed gravity values.
 DI0860
 DI0860;                    North         East    Units  Estimated Accuracy
 DI0860;SPC MN N     -   332,168.      727,777.      MT  (+/- 10 meters HH2 GPS)
 DI0860
 DI0860                          SUPERSEDED SURVEY CONTROL
 DI0860
 DI0860.No superseded survey control is available for this station.
 DI0860
 DI0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2042881790(NAD 83)
 DI0860
 DI0860_MARKER: DD = SURVEY DISK
 DI0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0860_STAMPING: 110 KEE 1967
 DI0860_MARK LOGO: USGS  
 DI0860_PROJECTION: PROJECTING 13 CENTIMETERS
 DI0860_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0860+STABILITY: SURFACE MOTION
 DI0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0860+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DI0860
 DI0860  HISTORY     - Date     Condition        Report By
 DI0860  HISTORY     - 1967     MONUMENTED       USGS
 DI0860
 DI0860                          STATION DESCRIPTION
 DI0860
 DI0860'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DI0860'3 MILES SOUTH OF BIRCHDALE RANGER STATION, 32 FEET NORTH AND 48 FEET
 DI0860'EAST OF COUNTY ROAD  86 AT EAST-WEST ENTRANCE, 1.0 FEET WEST OF
 DI0860'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0588 ***********************************************************************
 TB0588  DESIGNATION -  1100
 TB0588  PID         -  TB0588
 TB0588  STATE/COUNTY-  MN/KOOCHICHING
 TB0588  COUNTRY     -  US
 TB0588  USGS QUAD   -  LOMAN (1970)
 TB0588
 TB0588                         *CURRENT SURVEY CONTROL
 TB0588  ______________________________________________________________________
 TB0588* NAD 83(1986) POSITION- 48 32 29.     (N) 093 49 03.     (W)   SCALED    
 TB0588* NAVD 88 ORTHO HEIGHT -   335.174  (meters)    1099.65  (feet) POSTED    
 TB0588  ______________________________________________________________________
 TB0588  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 TB0588  DYNAMIC HEIGHT  -        335.25  (meters)     1099.9   (feet) COMP
 TB0588  MODELED GRAVITY -    980,835.2   (mgal)                       NAVD 88
 TB0588
 TB0588  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TB0588
 TB0588.The horizontal coordinates were scaled from a topographic map and have
 TB0588.an estimated accuracy of +/- 6 seconds.
 TB0588.
 TB0588.The orthometric height was determined by differential leveling
 TB0588.and adjusted by the  in 1992.
 TB0588
 TB0588.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TB0588.was located on a no-check spur therefore a value was not computed.
 TB0588
 TB0588.No vertical observational check was made to the station.
 TB0588
 TB0588.The dynamic height is computed by dividing the NAVD 88
 TB0588.geopotential number by the normal gravity value computed on the
 TB0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0588.degrees latitude (g = 980.6199 gals.).
 TB0588
 TB0588.The modeled gravity was interpolated from observed gravity values.
 TB0588
 TB0588;                    North         East    Units  Estimated Accuracy
 TB0588;SPC MN N     -   327,200.      747,020.      MT  (+/- 180 meters Scaled)
 TB0588
 TB0588                          SUPERSEDED SURVEY CONTROL
 TB0588
 TB0588  NGVD 29 (??/??/92)  334.820  (m)         1098.49   (f) ADJ UNCH    1 2
 TB0588
 TB0588.Superseded values are not recommended for survey control.
 TB0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0588.See file dsdata.txt to determine how the superseded data were derived.
 TB0588
 TB0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP396767(NAD 83)
 TB0588
 TB0588_MARKER: P = PIPE CAP
 TB0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TB0588_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TB0588_STAMPING: 1100
 TB0588_MARK LOGO: USGS  
 TB0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0588
 TB0588  HISTORY     - Date     Condition        Report By
 TB0588  HISTORY     - UNK      MONUMENTED       USGS
 TB0588  HISTORY     - 1935     GOOD             CGS
 TB0588  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0588
 TB0588                          STATION DESCRIPTION
 TB0588
 TB0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TB0588'2.5 MI W FROM LOMAN.
 TB0588'2.5 MILES WEST OF THE BLACK RIVER HIGHWAY BRIDGE AT LOMAN, KOOCHICHING
 TB0588'COUNTY, 93 FEET EAST OF THE CORNER COMMON TO SECTIONS 2, 3, 34 AND 35,
 TB0588'TPS 158 AND 159 N, R 25 W, AND 5 FEET WEST OF A BALSAM TREE. A UNITED
 TB0588'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1100 AND RIVETED ON THE
 TB0588'TOP OF A 3-1/2-INCH IRON PIPE.
 TB0588
 TB0588                          STATION RECOVERY (1981)
 TB0588
 TB0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TB0588'NOT RECOVERED, PROBABLY KNOCKED BY ROAD CONSTRUCTION, INADEQUATE
 TB0588'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4605 ***********************************************************************
 DF4605  DESIGNATION -  1101 C
 DF4605  PID         -  DF4605
 DF4605  STATE/COUNTY-  MN/CASS
 DF4605  COUNTRY     -  US
 DF4605  USGS QUAD   -  CASS LAKE (1996)
 DF4605
 DF4605                         *CURRENT SURVEY CONTROL
 DF4605  ______________________________________________________________________
 DF4605* NAD 83(1986) POSITION- 47 22 58.9    (N) 094 37 05.3    (W)   HD_HELD2  
 DF4605* NAVD 88 ORTHO HEIGHT -   403.519  (meters)    1323.88  (feet) ADJUSTED  
 DF4605  ______________________________________________________________________
 DF4605  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 DF4605  DYNAMIC HEIGHT  -        403.561 (meters)     1324.02  (feet) COMP
 DF4605  MODELED GRAVITY -    980,705.3   (mgal)                       NAVD 88
 DF4605
 DF4605  VERT ORDER      -  SECOND    CLASS I
 DF4605
 DF4605.The horizontal coordinates were established by autonomous hand held GPS
 DF4605.observations and have an estimated accuracy of +/- 10 meters.
 DF4605.
 DF4605.The orthometric height was determined by differential leveling and
 DF4605.adjusted in August 2004.
 DF4605
 DF4605.The dynamic height is computed by dividing the NAVD 88
 DF4605.geopotential number by the normal gravity value computed on the
 DF4605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4605.degrees latitude (g = 980.6199 gals.).
 DF4605
 DF4605.The modeled gravity was interpolated from observed gravity values.
 DF4605
 DF4605;                    North         East    Units  Estimated Accuracy
 DF4605;SPC MN C     -   364,949.      772,199.      MT  (+/- 10 meters HH2 GPS)
 DF4605
 DF4605                          SUPERSEDED SURVEY CONTROL
 DF4605
 DF4605.No superseded survey control is available for this station.
 DF4605
 DF4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7786348999(NAD 83)
 DF4605
 DF4605_MARKER: DB = BENCH MARK DISK
 DF4605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4605_STAMPING: 1101 C 1976
 DF4605_MARK LOGO: MNDT  
 DF4605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4605+STABILITY: SURFACE MOTION
 DF4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4605+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4605
 DF4605  HISTORY     - Date     Condition        Report By
 DF4605  HISTORY     - 1961     MONUMENTED       MNDT
 DF4605  HISTORY     - 20010815 GOOD             MNDT
 DF4605
 DF4605                          STATION DESCRIPTION
 DF4605
 DF4605'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4605'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 114 FT (34.7 M)
 DF4605'NORTH OF WB TH 2, AT TH 2 STA 808+13, 38.9 FT (11.9 M) EAST OF TWP RD,
 DF4605'28.8 FT (8.8 M) NORTH OF FRONTAGE RD, 13.7 FT (4.2 M) EAST OF P-POLE
 DF4605'NO 94, 2.2 FT (0.7 M) EAST OF TEL PEDESTAL, 0.8 FT (24.4 CM) SOUTH OF
 DF4605'WIT POST, RECESSED 4 IN, MAGNETIC AND SUITABLE FOR GPS. DISK WAS SET
 DF4605'IN 1961 THEN STAMPED IN 1976.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4604 ***********************************************************************
 DF4604  DESIGNATION -  1101 D
 DF4604  PID         -  DF4604
 DF4604  STATE/COUNTY-  MN/CASS
 DF4604  COUNTRY     -  US
 DF4604  USGS QUAD   -  CASS LAKE (1996)
 DF4604
 DF4604                         *CURRENT SURVEY CONTROL
 DF4604  ______________________________________________________________________
 DF4604* NAD 83(1986) POSITION- 47 22 58.5    (N) 094 36 04.9    (W)   HD_HELD2  
 DF4604* NAVD 88 ORTHO HEIGHT -   407.413  (meters)    1336.65  (feet) ADJUSTED  
 DF4604  ______________________________________________________________________
 DF4604  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 DF4604  DYNAMIC HEIGHT  -        407.456 (meters)     1336.80  (feet) COMP
 DF4604  MODELED GRAVITY -    980,706.3   (mgal)                       NAVD 88
 DF4604
 DF4604  VERT ORDER      -  SECOND    CLASS I
 DF4604
 DF4604.The horizontal coordinates were established by autonomous hand held GPS
 DF4604.observations and have an estimated accuracy of +/- 10 meters.
 DF4604.
 DF4604.The orthometric height was determined by differential leveling and
 DF4604.adjusted in August 2004.
 DF4604
 DF4604.The dynamic height is computed by dividing the NAVD 88
 DF4604.geopotential number by the normal gravity value computed on the
 DF4604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4604.degrees latitude (g = 980.6199 gals.).
 DF4604
 DF4604.The modeled gravity was interpolated from observed gravity values.
 DF4604
 DF4604;                    North         East    Units  Estimated Accuracy
 DF4604;SPC MN C     -   364,931.      773,466.      MT  (+/- 10 meters HH2 GPS)
 DF4604
 DF4604                          SUPERSEDED SURVEY CONTROL
 DF4604
 DF4604.No superseded survey control is available for this station.
 DF4604
 DF4604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7912948960(NAD 83)
 DF4604
 DF4604_MARKER: DB = BENCH MARK DISK
 DF4604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4604_STAMPING: 1101 D 1976
 DF4604_MARK LOGO: MNDT  
 DF4604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4604+STABILITY: SURFACE MOTION
 DF4604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4604+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4604
 DF4604  HISTORY     - Date     Condition        Report By
 DF4604  HISTORY     - 1961     MONUMENTED       MNDT
 DF4604  HISTORY     - 20010815 GOOD             MNDT
 DF4604
 DF4604                          STATION DESCRIPTION
 DF4604
 DF4604'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4604'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.55 MI (0.89
 DF4604'KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2
 DF4604'MP 130.55, 160.8 FT (49.0 M) NORTH OF WB TH 2, AT TH 2 STA 849+47, 78
 DF4604'FT (23.8 M) NW OF SAILSTAR DRIVE NE, 55 FT (16.8 M) WNW OF SAILSTAR
 DF4604'DRIVE NE STREET SIGN POST, 70 FT (21.3 M) NORTH OF NORTH FRONTAGE RD,
 DF4604'41.5 FT (12.6 M) NW OF R/W POST, 105.5 FT (32.2 M) WNW OF P-POLE WITH
 DF4604'TRANSFORMER, 1.0 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DF4604'NOT SUITABLE FOR GPS DUE TO TREES.  UNKNOWN REASON WHY DISK IS STAMPED
 DF4604'DIFFERENT THAN SETTING YEAR.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0580 ***********************************************************************
 TB0580  DESIGNATION -  1102
 TB0580  PID         -  TB0580
 TB0580  STATE/COUNTY-  MN/KOOCHICHING
 TB0580  COUNTRY     -  US
 TB0580  USGS QUAD   -  DEVLIN (1970)
 TB0580
 TB0580                         *CURRENT SURVEY CONTROL
 TB0580  ______________________________________________________________________
 TB0580* NAD 83(1986) POSITION- 48 30 58.     (N) 093 43 17.     (W)   SCALED    
 TB0580* NAVD 88 ORTHO HEIGHT -   335.603  (meters)    1101.06  (feet) POSTED    
 TB0580  ______________________________________________________________________
 TB0580  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 TB0580  DYNAMIC HEIGHT  -        335.68  (meters)     1101.3   (feet) COMP
 TB0580  MODELED GRAVITY -    980,827.7   (mgal)                       NAVD 88
 TB0580
 TB0580  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TB0580
 TB0580.The horizontal coordinates were scaled from a topographic map and have
 TB0580.an estimated accuracy of +/- 6 seconds.
 TB0580.
 TB0580.The orthometric height was determined by differential leveling
 TB0580.and adjusted by the  in 1992.
 TB0580
 TB0580.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TB0580.was located on a no-check spur therefore a value was not computed.
 TB0580
 TB0580.No vertical observational check was made to the station.
 TB0580
 TB0580.The dynamic height is computed by dividing the NAVD 88
 TB0580.geopotential number by the normal gravity value computed on the
 TB0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0580.degrees latitude (g = 980.6199 gals.).
 TB0580
 TB0580.The modeled gravity was interpolated from observed gravity values.
 TB0580
 TB0580;                    North         East    Units  Estimated Accuracy
 TB0580;SPC MN N     -   324,330.      754,100.      MT  (+/- 180 meters Scaled)
 TB0580
 TB0580                          SUPERSEDED SURVEY CONTROL
 TB0580
 TB0580  NGVD 29 (??/??/92)  335.244  (m)         1099.88   (f) ADJ UNCH    1 2
 TB0580
 TB0580.Superseded values are not recommended for survey control.
 TB0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0580.See file dsdata.txt to determine how the superseded data were derived.
 TB0580
 TB0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP467739(NAD 83)
 TB0580
 TB0580_MARKER: P = PIPE CAP
 TB0580_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TB0580_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TB0580_STAMPING: 1102
 TB0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0580
 TB0580  HISTORY     - Date     Condition        Report By
 TB0580  HISTORY     - UNK      MONUMENTED       USGS
 TB0580  HISTORY     - 1935     GOOD             CGS
 TB0580  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0580
 TB0580                          STATION DESCRIPTION
 TB0580
 TB0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TB0580'IN LAUREL.
 TB0580'0.5 MILE FROM THE BIG FORK RIVER HIGHWAY BRIDGE NEAR LAUREL,
 TB0580'KOOCHICHING COUNTY, IN THE NORTHEAST QUARTER OF SECTION 32, T 70 N, R
 TB0580'26 W, 370 FEET SOUTH OF THE BANK OF RAINY RIVER, AT THE FRED SMITH
 TB0580'GENERAL STORE AND POST OFFICE BUILDING, 40 FEET EAST OF THE SOUTHEAST
 TB0580'CORNER OF THE SMITH BARN, AND AT A FENCE CORNER.  A UNITED STATES
 TB0580'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1102 AND RIVETED ON THE TOP OF
 TB0580'A 3-1/2-INCH IRON PIPE.
 TB0580
 TB0580                          STATION RECOVERY (1981)
 TB0580
 TB0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TB0580'SEARCHED FOR BUT NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4603 ***********************************************************************
 DF4603  DESIGNATION -  1102 A RESET
 DF4603  PID         -  DF4603
 DF4603  STATE/COUNTY-  MN/CASS
 DF4603  COUNTRY     -  US
 DF4603  USGS QUAD   -  CASS LAKE (1996)
 DF4603
 DF4603                         *CURRENT SURVEY CONTROL
 DF4603  ______________________________________________________________________
 DF4603* NAD 83(1986) POSITION- 47 22 48.2    (N) 094 35 13.7    (W)   HD_HELD2  
 DF4603* NAVD 88 ORTHO HEIGHT -   400.334  (meters)    1313.43  (feet) ADJUSTED  
 DF4603  ______________________________________________________________________
 DF4603  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 DF4603  DYNAMIC HEIGHT  -        400.377 (meters)     1313.57  (feet) COMP
 DF4603  MODELED GRAVITY -    980,706.6   (mgal)                       NAVD 88
 DF4603
 DF4603  VERT ORDER      -  SECOND    CLASS I
 DF4603
 DF4603.The horizontal coordinates were established by autonomous hand held GPS
 DF4603.observations and have an estimated accuracy of +/- 10 meters.
 DF4603.
 DF4603.The orthometric height was determined by differential leveling and
 DF4603.adjusted in August 2004.
 DF4603
 DF4603.The dynamic height is computed by dividing the NAVD 88
 DF4603.geopotential number by the normal gravity value computed on the
 DF4603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4603.degrees latitude (g = 980.6199 gals.).
 DF4603
 DF4603.The modeled gravity was interpolated from observed gravity values.
 DF4603
 DF4603;                    North         East    Units  Estimated Accuracy
 DF4603;SPC MN C     -   364,608.      774,539.      MT  (+/- 10 meters HH2 GPS)
 DF4603
 DF4603                          SUPERSEDED SURVEY CONTROL
 DF4603
 DF4603.No superseded survey control is available for this station.
 DF4603
 DF4603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8019648620(NAD 83)
 DF4603
 DF4603_MARKER: DV = VERTICAL CONTROL DISK
 DF4603_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF4603_SP_SET: BRIDGE WINGWALL
 DF4603_STAMPING: 1102 A RESET 2001
 DF4603_MARK LOGO: MNDT  
 DF4603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4603+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4603
 DF4603  HISTORY     - Date     Condition        Report By
 DF4603  HISTORY     - 1989     MONUMENTED       MNDT
 DF4603  HISTORY     - 20010815 GOOD             MNDT
 DF4603
 DF4603                          STATION DESCRIPTION
 DF4603
 DF4603'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4603'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT CASS LAKE,
 DF4603'1.2 MI (1.9 KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS
 DF4603'LAKE, IN SE WINGWALL OF TH 2 BRDG 9549 OVER CASS LAKE-PIKE BAY
 DF4603'CHANNEL, AT TH 2 MP 131.20, 52 FT (15.8 M) SOUTH OF TH 2, BRDG WAS
 DF4603'BUILT IN 1959 AND WIDENED IN 1989.  DISK SET IN BRDG WHEN BUILT IN
 DF4603'1989 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4602 ***********************************************************************
 DF4602  DESIGNATION -  1102 B
 DF4602  PID         -  DF4602
 DF4602  STATE/COUNTY-  MN/CASS
 DF4602  COUNTRY     -  US
 DF4602  USGS QUAD   -  CASS LAKE (1996)
 DF4602
 DF4602                         *CURRENT SURVEY CONTROL
 DF4602  ______________________________________________________________________
 DF4602* NAD 83(2007) POSITION- 47 22 39.43437(N) 094 34 30.06143(W)   ADJUSTED  
 DF4602* NAD 83(2007) ELLIP HT-   369.684 (meters)        (02/10/07)   ADJUSTED
 DF4602* NAD 83(2007) EPOCH   -  2002.00
 DF4602* NAVD 88 ORTHO HEIGHT -   397.812  (meters)    1305.15  (feet) ADJUSTED  
 DF4602  ______________________________________________________________________
 DF4602  NAD 83(2007) X  -   -345,151.266 (meters)                     COMP
 DF4602  NAD 83(2007) Y  - -4,313,353.037 (meters)                     COMP
 DF4602  NAD 83(2007) Z  -  4,670,566.943 (meters)                     COMP
 DF4602  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC09
 DF4602  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 DF4602  DYNAMIC HEIGHT  -        397.854 (meters)     1305.29  (feet) COMP
 DF4602  MODELED GRAVITY -    980,706.8   (mgal)                       NAVD 88
 DF4602
 DF4602  VERT ORDER      -  SECOND    CLASS I
 DF4602
 DF4602  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4602  Type                                         Horiz  Ellip  Dist(km)
 DF4602  -------------------------------------------------------------------
 DF4602  NETWORK                                       0.89   0.96
 DF4602  -------------------------------------------------------------------
 DF4602  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.78   0.80      2.87
 DF4602  -------------------------------------------------------------------
 DF4602  NOTE: Click here for information on individual local accuracy
 DF4602  values and other accuracy information.
 DF4602
 DF4602
 DF4602.The horizontal coordinates were established by GPS observations
 DF4602.and adjusted by the National Geodetic Survey in February 2007.
 DF4602
 DF4602.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4602.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4602
 DF4602.The horizontal coordinates are valid at the epoch date displayed above
 DF4602.which is a decimal equivalence of Year/Month/Day.
 DF4602
 DF4602.The orthometric height was determined by differential leveling and
 DF4602.adjusted in August 2004.
 DF4602
 DF4602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4602
 DF4602.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4602
 DF4602.The ellipsoidal height was determined by GPS observations
 DF4602.and is referenced to NAD 83.
 DF4602
 DF4602.The dynamic height is computed by dividing the NAVD 88
 DF4602.geopotential number by the normal gravity value computed on the
 DF4602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4602.degrees latitude (g = 980.6199 gals.).
 DF4602
 DF4602.The modeled gravity was interpolated from observed gravity values.
 DF4602
 DF4602. The following values were computed from the NAD 83(2007) position.
 DF4602
 DF4602;                    North         East     Units Scale Factor Converg.
 DF4602;SPC MN C     -   364,333.892   775,453.111   MT  1.00008817   -0 14 06.4
 DF4602;SPC MN C     - 1,195,318.78  2,544,132.42   sFT  1.00008817   -0 14 06.4
 DF4602;UTM  15      - 5,248,331.724   381,105.908   MT  0.99977372   -1 09 32.7
 DF4602
 DF4602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4602!SPC MN C     -   0.99994206  x   1.00008817  =   1.00003022
 DF4602!UTM  15      -   0.99994206  x   0.99977372  =   0.99971579
 DF4602
 DF4602                          SUPERSEDED SURVEY CONTROL
 DF4602
 DF4602  NAD 83(1996)-  47 22 39.43404(N)    094 34 30.06121(W) AD(       ) 1
 DF4602  ELLIP H (07/22/03)  369.703  (m)                       GP(       ) 3 2
 DF4602  NAVD 88 (07/22/03)  397.82   (m)         1305.2    (f) LEVELING    3  
 DF4602
 DF4602.Superseded values are not recommended for survey control.
 DF4602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4602.See file dsdata.txt to determine how the superseded data were derived.
 DF4602
 DF4602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8110548331(NAD 83)
 DF4602
 DF4602_MARKER: DV = VERTICAL CONTROL DISK
 DF4602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4602_STAMPING: 1102 B 1976
 DF4602_MARK LOGO: MNDT  
 DF4602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4602+STABILITY: SURFACE MOTION
 DF4602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4602+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4602
 DF4602  HISTORY     - Date     Condition        Report By
 DF4602  HISTORY     - 1976     MONUMENTED       MNDT
 DF4602  HISTORY     - 20010815 GOOD             MNDT
 DF4602
 DF4602                          STATION DESCRIPTION
 DF4602
 DF4602'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4602'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.25 MI (3.62
 DF4602'KM) EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE TO TH 2
 DF4602'MP 132.25, THENCE 325 FT (99.1 M) SOUTH ON TRAIL, OPPOSITE STONEY
 DF4602'POINT RESORT ENT, 66 FT (20.1 M) SE OF POWERLINE SIGN POST, 49 FT
 DF4602'(14.9 M) SOUTH OF STATE TRAIL, 19 FT (5.8 M) EAST OF N-S FIELD RD
 DF4602'EXTENDED, 11 FT (3.4 M) EAST OF CABLE MARKER, 0.8 FT (24.4 CM) NORTH
 DF4602'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4601 ***********************************************************************
 DF4601  DESIGNATION -  1102 C
 DF4601  PID         -  DF4601
 DF4601  STATE/COUNTY-  MN/CASS
 DF4601  COUNTRY     -  US
 DF4601  USGS QUAD   -  CASS LAKE (1996)
 DF4601
 DF4601                         *CURRENT SURVEY CONTROL
 DF4601  ______________________________________________________________________
 DF4601* NAD 83(1986) POSITION- 47 22 33.3    (N) 094 33 19.5    (W)   HD_HELD2  
 DF4601* NAVD 88 ORTHO HEIGHT -   402.535  (meters)    1320.65  (feet) ADJUSTED  
 DF4601  ______________________________________________________________________
 DF4601  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 DF4601  DYNAMIC HEIGHT  -        402.578 (meters)     1320.79  (feet) COMP
 DF4601  MODELED GRAVITY -    980,707.4   (mgal)                       NAVD 88
 DF4601
 DF4601  VERT ORDER      -  SECOND    CLASS I
 DF4601
 DF4601.The horizontal coordinates were established by autonomous hand held GPS
 DF4601.observations and have an estimated accuracy of +/- 10 meters.
 DF4601.
 DF4601.The orthometric height was determined by differential leveling and
 DF4601.adjusted in August 2004.
 DF4601
 DF4601.The dynamic height is computed by dividing the NAVD 88
 DF4601.geopotential number by the normal gravity value computed on the
 DF4601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4601.degrees latitude (g = 980.6199 gals.).
 DF4601
 DF4601.The modeled gravity was interpolated from observed gravity values.
 DF4601
 DF4601;                    North         East    Units  Estimated Accuracy
 DF4601;SPC MN C     -   364,139.      776,933.      MT  (+/- 10 meters HH2 GPS)
 DF4601
 DF4601                          SUPERSEDED SURVEY CONTROL
 DF4601
 DF4601.No superseded survey control is available for this station.
 DF4601
 DF4601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8258148112(NAD 83)
 DF4601
 DF4601_MARKER: DV = VERTICAL CONTROL DISK
 DF4601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF4601_STAMPING: 1102 C 1976
 DF4601_MARK LOGO: MNDT  
 DF4601_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4601+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4601
 DF4601  HISTORY     - Date     Condition        Report By
 DF4601  HISTORY     - 1976     MONUMENTED       MNDT
 DF4601  HISTORY     - 20010815 GOOD             MNDT
 DF4601
 DF4601                          STATION DESCRIPTION
 DF4601
 DF4601'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4601'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.7 MI (4.3 KM)
 DF4601'EAST ALONG TH 2 FROM JCT TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP
 DF4601'132.7, 101.5 FT (30.9 M) NORTH OF TH 2, 35.8 FT (10.9 M) WEST OF
 DF4601'STRAWBERRY POINT RD, 37.6 FT (11.5 M) NW OF TELEPHONE CABLE PEDESTAL
 DF4601'421, 36.9 FT (11.2 M) NW OF R/W SIGN POST, 13.5 FT (4.1 M) SW OF 18
 DF4601'INCH NORWAY PINE TREE, 0.7 FT (21.3 CM) SOUTH OF WIT POST, FLUSH,
 DF4601'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.  ROD DEPTH IS 70 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4598 ***********************************************************************
 DF4598  DESIGNATION -  1102 E
 DF4598  PID         -  DF4598
 DF4598  STATE/COUNTY-  MN/CASS
 DF4598  COUNTRY     -  US
 DF4598  USGS QUAD   -  PIKE BAY (1996)
 DF4598
 DF4598                         *CURRENT SURVEY CONTROL
 DF4598  ______________________________________________________________________
 DF4598* NAD 83(1986) POSITION- 47 22 18.2    (N) 094 31 18.4    (W)   HD_HELD2  
 DF4598* NAVD 88 ORTHO HEIGHT -   405.682  (meters)    1330.98  (feet) ADJUSTED  
 DF4598  ______________________________________________________________________
 DF4598  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 DF4598  DYNAMIC HEIGHT  -        405.725 (meters)     1331.12  (feet) COMP
 DF4598  MODELED GRAVITY -    980,708.5   (mgal)                       NAVD 88
 DF4598
 DF4598  VERT ORDER      -  SECOND    CLASS I
 DF4598
 DF4598.The horizontal coordinates were established by autonomous hand held GPS
 DF4598.observations and have an estimated accuracy of +/- 10 meters.
 DF4598.
 DF4598.The orthometric height was determined by differential leveling and
 DF4598.adjusted in August 2004.
 DF4598
 DF4598.The dynamic height is computed by dividing the NAVD 88
 DF4598.geopotential number by the normal gravity value computed on the
 DF4598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4598.degrees latitude (g = 980.6199 gals.).
 DF4598
 DF4598.The modeled gravity was interpolated from observed gravity values.
 DF4598
 DF4598;                    North         East    Units  Estimated Accuracy
 DF4598;SPC MN C     -   363,663.      779,472.      MT  (+/- 10 meters HH2 GPS)
 DF4598
 DF4598                          SUPERSEDED SURVEY CONTROL
 DF4598
 DF4598.No superseded survey control is available for this station.
 DF4598
 DF4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8511147596(NAD 83)
 DF4598
 DF4598_MARKER: DV = VERTICAL CONTROL DISK
 DF4598_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF4598_STAMPING: 1102 E 1976
 DF4598_MARK LOGO: MNDT  
 DF4598_MAGNETIC: I = MARKER IS A STEEL ROD
 DF4598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4598+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4598
 DF4598  HISTORY     - Date     Condition        Report By
 DF4598  HISTORY     - 1976     MONUMENTED       MNDT
 DF4598  HISTORY     - 20010815 GOOD             MNDT
 DF4598
 DF4598                          STATION DESCRIPTION
 DF4598
 DF4598'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4598'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.35 MI (7.00
 DF4598'KM) EAST ALONG TH 2 FROM JCT TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP
 DF4598'134.5, 77 FT (23.5 M) NORTH OF TH 2, 49 FT (14.9 M) WEST OF NORWAY
 DF4598'BEACH RD, 19.2 FT (5.9 M) NORTH OF NW COR OF CONC BASE FOR NORWAY
 DF4598'BEACH FOREST SERVICE SIGN, 24 FT (7.3 M) SOUTH OF 26 IN NORWAY PINE
 DF4598'TREE, 0.7 FT (21.3 CM) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND NOT
 DF4598'SUITABLE FOR GPS.  ROD DEPTH IS 29 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4597 ***********************************************************************
 DF4597  DESIGNATION -  1102 F
 DF4597  PID         -  DF4597
 DF4597  STATE/COUNTY-  MN/CASS
 DF4597  COUNTRY     -  US
 DF4597  USGS QUAD   -  SUCKER LAKES (1996)
 DF4597
 DF4597                         *CURRENT SURVEY CONTROL
 DF4597  ______________________________________________________________________
 DF4597* NAD 83(2007) POSITION- 47 22 15.49840(N) 094 29 51.83760(W)   ADJUSTED  
 DF4597* NAD 83(2007) ELLIP HT-   384.917 (meters)        (02/10/07)   ADJUSTED
 DF4597* NAD 83(2007) EPOCH   -  2002.00
 DF4597* NAVD 88 ORTHO HEIGHT -   413.073  (meters)    1355.22  (feet) ADJUSTED  
 DF4597  ______________________________________________________________________
 DF4597  NAD 83(2007) X  -   -339,376.277 (meters)                     COMP
 DF4597  NAD 83(2007) Y  - -4,314,367.223 (meters)                     COMP
 DF4597  NAD 83(2007) Z  -  4,670,077.524 (meters)                     COMP
 DF4597  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC09
 DF4597  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 DF4597  DYNAMIC HEIGHT  -        413.118 (meters)     1355.37  (feet) COMP
 DF4597  MODELED GRAVITY -    980,709.3   (mgal)                       NAVD 88
 DF4597
 DF4597  VERT ORDER      -  SECOND    CLASS I
 DF4597
 DF4597  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4597  Type                                         Horiz  Ellip  Dist(km)
 DF4597  -------------------------------------------------------------------
 DF4597  NETWORK                                       0.83   0.96
 DF4597  -------------------------------------------------------------------
 DF4597  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.62   0.73      3.05
 DF4597  -------------------------------------------------------------------
 DF4597  NOTE: Click here for information on individual local accuracy
 DF4597  values and other accuracy information.
 DF4597
 DF4597
 DF4597.The horizontal coordinates were established by GPS observations
 DF4597.and adjusted by the National Geodetic Survey in February 2007.
 DF4597
 DF4597.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4597.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4597
 DF4597.The horizontal coordinates are valid at the epoch date displayed above
 DF4597.which is a decimal equivalence of Year/Month/Day.
 DF4597
 DF4597.The orthometric height was determined by differential leveling and
 DF4597.adjusted in August 2004.
 DF4597
 DF4597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4597
 DF4597.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4597
 DF4597.The ellipsoidal height was determined by GPS observations
 DF4597.and is referenced to NAD 83.
 DF4597
 DF4597.The dynamic height is computed by dividing the NAVD 88
 DF4597.geopotential number by the normal gravity value computed on the
 DF4597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4597.degrees latitude (g = 980.6199 gals.).
 DF4597
 DF4597.The modeled gravity was interpolated from observed gravity values.
 DF4597
 DF4597. The following values were computed from the NAD 83(2007) position.
 DF4597
 DF4597;                    North         East     Units Scale Factor Converg.
 DF4597;SPC MN C     -   363,573.517   781,287.675   MT  1.00008606   -0 10 45.1
 DF4597;SPC MN C     - 1,192,824.11  2,563,274.65   sFT  1.00008606   -0 10 45.1
 DF4597;UTM  15      - 5,247,477.692   386,925.587   MT  0.99975713   -1 06 07.5
 DF4597
 DF4597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4597!SPC MN C     -   0.99993967  x   1.00008606  =   1.00002573
 DF4597!UTM  15      -   0.99993967  x   0.99975713  =   0.99969682
 DF4597
 DF4597                          SUPERSEDED SURVEY CONTROL
 DF4597
 DF4597  NAD 83(1996)-  47 22 15.49810(N)    094 29 51.83736(W) AD(       ) 1
 DF4597  ELLIP H (07/22/03)  384.935  (m)                       GP(       ) 3 2
 DF4597  NAVD 88 (07/22/03)  413.08   (m)         1355.2    (f) LEVELING    3  
 DF4597
 DF4597.Superseded values are not recommended for survey control.
 DF4597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4597.See file dsdata.txt to determine how the superseded data were derived.
 DF4597
 DF4597_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8692547477(NAD 83)
 DF4597
 DF4597_MARKER: DD = SURVEY DISK
 DF4597_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4597_STAMPING: 1102 F 2001
 DF4597_MARK LOGO: MNDT  
 DF4597_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4597+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4597
 DF4597  HISTORY     - Date     Condition        Report By
 DF4597  HISTORY     - 2001     MONUMENTED       MNDT
 DF4597
 DF4597                          STATION DESCRIPTION
 DF4597
 DF4597'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4597'THE MARK IS 5.5 MI (8.9 KM) EAST OF CASS LAKE, 5.5 MI (8.9 KM) EAST
 DF4597'ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP 135.5,
 DF4597'138.4 FT (42.2 M) SOUTH OF TH 2, 60.3 FT (18.4 M) NORTH OF NORTH RAIL,
 DF4597'57.5 FT (17.5 M) WEST OF CYBA HILL RD, 2.0 FT (0.6 M) NORTH OF WIT
 DF4597'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 20 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4593 ***********************************************************************
 DF4593  DESIGNATION -  1102 G
 DF4593  PID         -  DF4593
 DF4593  STATE/COUNTY-  MN/CASS
 DF4593  COUNTRY     -  US
 DF4593  USGS QUAD   -  SUCKER LAKES (1996)
 DF4593
 DF4593                         *CURRENT SURVEY CONTROL
 DF4593  ______________________________________________________________________
 DF4593* NAD 83(2007) POSITION- 47 22 14.32063(N) 094 26 55.36459(W)   ADJUSTED  
 DF4593* NAD 83(2007) ELLIP HT-   377.431 (meters)        (02/10/07)   ADJUSTED
 DF4593* NAD 83(2007) EPOCH   -  2002.00
 DF4593* NAVD 88 ORTHO HEIGHT -   405.609  (meters)    1330.74  (feet) ADJUSTED  
 DF4593  ______________________________________________________________________
 DF4593  NAD 83(2007) X  -   -335,686.613 (meters)                     COMP
 DF4593  NAD 83(2007) Y  - -4,314,677.630 (meters)                     COMP
 DF4593  NAD 83(2007) Z  -  4,670,047.382 (meters)                     COMP
 DF4593  LAPLACE CORR    -         -2.20  (seconds)                    DEFLEC09
 DF4593  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 DF4593  DYNAMIC HEIGHT  -        405.654 (meters)     1330.88  (feet) COMP
 DF4593  MODELED GRAVITY -    980,711.2   (mgal)                       NAVD 88
 DF4593
 DF4593  VERT ORDER      -  SECOND    CLASS I
 DF4593
 DF4593  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4593  Type                                         Horiz  Ellip  Dist(km)
 DF4593  -------------------------------------------------------------------
 DF4593  NETWORK                                       0.99   1.08
 DF4593  -------------------------------------------------------------------
 DF4593  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.76      2.72
 DF4593  -------------------------------------------------------------------
 DF4593  NOTE: Click here for information on individual local accuracy
 DF4593  values and other accuracy information.
 DF4593
 DF4593
 DF4593.The horizontal coordinates were established by GPS observations
 DF4593.and adjusted by the National Geodetic Survey in February 2007.
 DF4593
 DF4593.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4593.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4593
 DF4593.The horizontal coordinates are valid at the epoch date displayed above
 DF4593.which is a decimal equivalence of Year/Month/Day.
 DF4593
 DF4593.The orthometric height was determined by differential leveling and
 DF4593.adjusted in August 2004.
 DF4593
 DF4593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4593
 DF4593.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4593
 DF4593.The ellipsoidal height was determined by GPS observations
 DF4593.and is referenced to NAD 83.
 DF4593
 DF4593.The dynamic height is computed by dividing the NAVD 88
 DF4593.geopotential number by the normal gravity value computed on the
 DF4593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4593.degrees latitude (g = 980.6199 gals.).
 DF4593
 DF4593.The modeled gravity was interpolated from observed gravity values.
 DF4593
 DF4593. The following values were computed from the NAD 83(2007) position.
 DF4593
 DF4593;                    North         East     Units Scale Factor Converg.
 DF4593;SPC MN C     -   363,526.705   784,990.290   MT  1.00008595   -0 08 37.5
 DF4593;SPC MN C     - 1,192,670.53  2,575,422.31   sFT  1.00008595   -0 08 37.5
 DF4593;UTM  15      - 5,247,371.307   390,625.733   MT  0.99974701   -1 03 57.6
 DF4593
 DF4593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4593!SPC MN C     -   0.99994084  x   1.00008595  =   1.00002679
 DF4593!UTM  15      -   0.99994084  x   0.99974701  =   0.99968787
 DF4593
 DF4593                          SUPERSEDED SURVEY CONTROL
 DF4593
 DF4593  NAD 83(1996)-  47 22 14.32036(N)    094 26 55.36430(W) AD(       ) 1
 DF4593  ELLIP H (07/22/03)  377.447  (m)                       GP(       ) 3 2
 DF4593  NAVD 88 (07/22/03)  405.62   (m)         1330.8    (f) LEVELING    3  
 DF4593
 DF4593.Superseded values are not recommended for survey control.
 DF4593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4593.See file dsdata.txt to determine how the superseded data were derived.
 DF4593
 DF4593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9062547371(NAD 83)
 DF4593
 DF4593_MARKER: DD = SURVEY DISK
 DF4593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4593_STAMPING: 1102 G 2001
 DF4593_MARK LOGO: MNDT  
 DF4593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4593+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4593
 DF4593  HISTORY     - Date     Condition        Report By
 DF4593  HISTORY     - 2001     MONUMENTED       MNDT
 DF4593
 DF4593                          STATION DESCRIPTION
 DF4593
 DF4593'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4593'THE MARK IS 7.75 MI (12.47 KM) EAST OF CASS LAKE, 7.75 MI (12.47 KM)
 DF4593'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP
 DF4593'137.75, 200 FT (61.0 M) SOUTH OF TH 2, 57.3 FT (17.5 M) NORTH OF NORTH
 DF4593'RAIL, 11.7 FT (3.6 M) EAST OF FOREST RD NO 2930, 2.7 FT (0.8 M) WEST
 DF4593'OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS. ROD
 DF4593'DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4589 ***********************************************************************
 DF4589  DESIGNATION -  1102 H
 DF4589  PID         -  DF4589
 DF4589  STATE/COUNTY-  MN/CASS
 DF4589  COUNTRY     -  US
 DF4589  USGS QUAD   -  SUCKER LAKES (1996)
 DF4589
 DF4589                         *CURRENT SURVEY CONTROL
 DF4589  ______________________________________________________________________
 DF4589* NAD 83(2007) POSITION- 47 21 54.03248(N) 094 23 38.82388(W)   ADJUSTED  
 DF4589* NAD 83(2007) ELLIP HT-   375.860 (meters)        (02/10/07)   ADJUSTED
 DF4589* NAD 83(2007) EPOCH   -  2002.00
 DF4589* NAVD 88 ORTHO HEIGHT -   404.075  (meters)    1325.70  (feet) ADJUSTED  
 DF4589  ______________________________________________________________________
 DF4589  NAD 83(2007) X  -   -331,610.432 (meters)                     COMP
 DF4589  NAD 83(2007) Y  - -4,315,454.110 (meters)                     COMP
 DF4589  NAD 83(2007) Z  -  4,669,621.842 (meters)                     COMP
 DF4589  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC09
 DF4589  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 DF4589  DYNAMIC HEIGHT  -        404.120 (meters)     1325.85  (feet) COMP
 DF4589  MODELED GRAVITY -    980,712.0   (mgal)                       NAVD 88
 DF4589
 DF4589  VERT ORDER      -  SECOND    CLASS I
 DF4589
 DF4589  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4589  Type                                         Horiz  Ellip  Dist(km)
 DF4589  -------------------------------------------------------------------
 DF4589  NETWORK                                       1.05   1.18
 DF4589  -------------------------------------------------------------------
 DF4589  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.57      2.79
 DF4589  -------------------------------------------------------------------
 DF4589  NOTE: Click here for information on individual local accuracy
 DF4589  values and other accuracy information.
 DF4589
 DF4589
 DF4589.The horizontal coordinates were established by GPS observations
 DF4589.and adjusted by the National Geodetic Survey in February 2007.
 DF4589
 DF4589.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4589.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4589
 DF4589.The horizontal coordinates are valid at the epoch date displayed above
 DF4589.which is a decimal equivalence of Year/Month/Day.
 DF4589
 DF4589.The orthometric height was determined by differential leveling and
 DF4589.adjusted in August 2004.
 DF4589
 DF4589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4589
 DF4589.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4589
 DF4589.The ellipsoidal height was determined by GPS observations
 DF4589.and is referenced to NAD 83.
 DF4589
 DF4589.The dynamic height is computed by dividing the NAVD 88
 DF4589.geopotential number by the normal gravity value computed on the
 DF4589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4589.degrees latitude (g = 980.6199 gals.).
 DF4589
 DF4589.The modeled gravity was interpolated from observed gravity values.
 DF4589
 DF4589. The following values were computed from the NAD 83(2007) position.
 DF4589
 DF4589;                    North         East     Units Scale Factor Converg.
 DF4589;SPC MN C     -   362,891.174   789,112.942   MT  1.00008417   -0 06 15.3
 DF4589;SPC MN C     - 1,190,585.46  2,588,948.04   sFT  1.00008417   -0 06 15.3
 DF4589;UTM  15      - 5,246,669.770   394,736.214   MT  0.99973617   -1 01 32.6
 DF4589
 DF4589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4589!SPC MN C     -   0.99994109  x   1.00008417  =   1.00002525
 DF4589!UTM  15      -   0.99994109  x   0.99973617  =   0.99967728
 DF4589
 DF4589                          SUPERSEDED SURVEY CONTROL
 DF4589
 DF4589  NAD 83(1996)-  47 21 54.03224(N)    094 23 38.82358(W) AD(       ) 1
 DF4589  ELLIP H (07/22/03)  375.873  (m)                       GP(       ) 3 2
 DF4589  NAVD 88 (07/22/03)  404.09   (m)         1325.8    (f) LEVELING    3  
 DF4589
 DF4589.Superseded values are not recommended for survey control.
 DF4589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4589.See file dsdata.txt to determine how the superseded data were derived.
 DF4589
 DF4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9473646669(NAD 83)
 DF4589
 DF4589_MARKER: DD = SURVEY DISK
 DF4589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4589_STAMPING: 1102 H 2001
 DF4589_MARK LOGO: MNDT  
 DF4589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4589+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4589
 DF4589  HISTORY     - Date     Condition        Report By
 DF4589  HISTORY     - 2001     MONUMENTED       MNDT
 DF4589
 DF4589                          STATION DESCRIPTION
 DF4589
 DF4589'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4589'THE MARK IS 10.35 MI (16.66 KM) EAST OF CASS LAKE, 10.35 MI (16.66 KM)
 DF4589'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP
 DF4589'140.35, 125.7 FT (38.3 M) SOUTH OF TH 2, 44.5 FT (13.6 M) WEST OF
 DF4589'KETCHUM, 32.5 FT (9.9 M) NORTH OF NORTH RAIL, 2.5 FT (0.8 M) NORTH OF
 DF4589'WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH
 DF4589'IS 75 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4588 ***********************************************************************
 DF4588  DESIGNATION -  1102 J
 DF4588  PID         -  DF4588
 DF4588  STATE/COUNTY-  MN/CASS
 DF4588  COUNTRY     -  US
 DF4588  USGS QUAD   -  PORTAGE LAKE (1996)
 DF4588
 DF4588                         *CURRENT SURVEY CONTROL
 DF4588  ______________________________________________________________________
 DF4588* NAD 83(1986) POSITION- 47 21 47.0    (N) 094 22 20.9    (W)   HD_HELD2  
 DF4588* NAVD 88 ORTHO HEIGHT -   403.834  (meters)    1324.91  (feet) ADJUSTED  
 DF4588  ______________________________________________________________________
 DF4588  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 DF4588  DYNAMIC HEIGHT  -        403.879 (meters)     1325.06  (feet) COMP
 DF4588  MODELED GRAVITY -    980,711.7   (mgal)                       NAVD 88
 DF4588
 DF4588  VERT ORDER      -  SECOND    CLASS I
 DF4588
 DF4588.The horizontal coordinates were established by autonomous hand held GPS
 DF4588.observations and have an estimated accuracy of +/- 10 meters.
 DF4588.
 DF4588.The orthometric height was determined by differential leveling and
 DF4588.adjusted in August 2004.
 DF4588
 DF4588.The dynamic height is computed by dividing the NAVD 88
 DF4588.geopotential number by the normal gravity value computed on the
 DF4588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4588.degrees latitude (g = 980.6199 gals.).
 DF4588
 DF4588.The modeled gravity was interpolated from observed gravity values.
 DF4588
 DF4588;                    North         East    Units  Estimated Accuracy
 DF4588;SPC MN C     -   362,671.      790,748.      MT  (+/- 10 meters HH2 GPS)
 DF4588
 DF4588                          SUPERSEDED SURVEY CONTROL
 DF4588
 DF4588.No superseded survey control is available for this station.
 DF4588
 DF4588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9636646423(NAD 83)
 DF4588
 DF4588_MARKER: DD = SURVEY DISK
 DF4588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4588_STAMPING: 1102 J 2001
 DF4588_MARK LOGO: MNDT  
 DF4588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4588+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4588
 DF4588  HISTORY     - Date     Condition        Report By
 DF4588  HISTORY     - 2001     MONUMENTED       MNDT
 DF4588
 DF4588                          STATION DESCRIPTION
 DF4588
 DF4588'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4588'THE MARK IS 11.4 MI (18.3 KM) EAST OF CASS LAKE, 11.4 MI (18.3 KM)
 DF4588'EAST ALONG TH 2 FROM JCT OF TH 2 AND TH 371 IN CASS LAKE, AT TH 2 MP
 DF4588'141.4, 66.4 FT (20.2 M) NORTH OF TH 2, 9.4 FT (2.9 M) WEST OF TRAIL,
 DF4588'3.0 FT (0.9 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF4588'GPS.  ROD DEPTH IS 34 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4585 ***********************************************************************
 DF4585  DESIGNATION -  1102 K
 DF4585  PID         -  DF4585
 DF4585  STATE/COUNTY-  MN/CASS
 DF4585  COUNTRY     -  US
 DF4585  USGS QUAD   -  PORTAGE LAKE (1996)
 DF4585
 DF4585                         *CURRENT SURVEY CONTROL
 DF4585  ______________________________________________________________________
 DF4585* NAD 83(2007) POSITION- 47 21 32.03530(N) 094 20 18.86949(W)   ADJUSTED  
 DF4585* NAD 83(2007) ELLIP HT-   371.805 (meters)        (02/10/07)   ADJUSTED
 DF4585* NAD 83(2007) EPOCH   -  2002.00
 DF4585* NAVD 88 ORTHO HEIGHT -   400.090  (meters)    1312.63  (feet) ADJUSTED  
 DF4585  ______________________________________________________________________
 DF4585  NAD 83(2007) X  -   -327,464.450 (meters)                     COMP
 DF4585  NAD 83(2007) Y  - -4,316,269.156 (meters)                     COMP
 DF4585  NAD 83(2007) Z  -  4,669,158.676 (meters)                     COMP
 DF4585  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 DF4585  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 DF4585  DYNAMIC HEIGHT  -        400.134 (meters)     1312.77  (feet) COMP
 DF4585  MODELED GRAVITY -    980,710.7   (mgal)                       NAVD 88
 DF4585
 DF4585  VERT ORDER      -  SECOND    CLASS I
 DF4585
 DF4585  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4585  Type                                         Horiz  Ellip  Dist(km)
 DF4585  -------------------------------------------------------------------
 DF4585  NETWORK                                       1.10   1.22
 DF4585  -------------------------------------------------------------------
 DF4585  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.69      1.96
 DF4585  -------------------------------------------------------------------
 DF4585  NOTE: Click here for information on individual local accuracy
 DF4585  values and other accuracy information.
 DF4585
 DF4585
 DF4585.The horizontal coordinates were established by GPS observations
 DF4585.and adjusted by the National Geodetic Survey in February 2007.
 DF4585
 DF4585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4585.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4585
 DF4585.The horizontal coordinates are valid at the epoch date displayed above
 DF4585.which is a decimal equivalence of Year/Month/Day.
 DF4585
 DF4585.The orthometric height was determined by differential leveling and
 DF4585.adjusted in August 2004.
 DF4585
 DF4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4585
 DF4585.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4585
 DF4585.The ellipsoidal height was determined by GPS observations
 DF4585.and is referenced to NAD 83.
 DF4585
 DF4585.The dynamic height is computed by dividing the NAVD 88
 DF4585.geopotential number by the normal gravity value computed on the
 DF4585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4585.degrees latitude (g = 980.6199 gals.).
 DF4585
 DF4585.The modeled gravity was interpolated from observed gravity values.
 DF4585
 DF4585. The following values were computed from the NAD 83(2007) position.
 DF4585
 DF4585;                    North         East     Units Scale Factor Converg.
 DF4585;SPC MN C     -   362,205.621   793,308.045   MT  1.00008224   -0 03 50.7
 DF4585;SPC MN C     - 1,188,336.27  2,602,711.48   sFT  1.00008224   -0 03 50.7
 DF4585;UTM  15      - 5,245,917.134   398,918.281   MT  0.99972557   -0 59 05.1
 DF4585
 DF4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4585!SPC MN C     -   0.99994173  x   1.00008224  =   1.00002396
 DF4585!UTM  15      -   0.99994173  x   0.99972557  =   0.99966731
 DF4585
 DF4585                          SUPERSEDED SURVEY CONTROL
 DF4585
 DF4585  NAD 83(1996)-  47 21 32.03508(N)    094 20 18.86918(W) AD(       ) 1
 DF4585  ELLIP H (07/22/03)  371.817  (m)                       GP(       ) 3 2
 DF4585  NAVD 88 (07/22/03)  400.11   (m)         1312.7    (f) LEVELING    3  
 DF4585
 DF4585.Superseded values are not recommended for survey control.
 DF4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4585.See file dsdata.txt to determine how the superseded data were derived.
 DF4585
 DF4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9891845917(NAD 83)
 DF4585
 DF4585_MARKER: DD = SURVEY DISK
 DF4585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4585_STAMPING: 1102 K 2001
 DF4585_MARK LOGO: MNDT  
 DF4585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4585+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4585
 DF4585  HISTORY     - Date     Condition        Report By
 DF4585  HISTORY     - 2001     MONUMENTED       MNDT
 DF4585
 DF4585                          STATION DESCRIPTION
 DF4585
 DF4585'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4585'THE MARK IS 6.2 MI (10.0 KM) WEST OF BENA, 6.2 MI (10.0 KM) WEST ALONG
 DF4585'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 143.0, 207 FT
 DF4585'(63.1 M) SOUTH OF TH 2, 14.2 FT (4.3 M) NORTH OF NORTH RAIL, 8.8 FT
 DF4585'(2.7 M) EAST OF TRAIL, 2.6 FT (0.8 M) EAST OF WIT POST, FLUSH,
 DF4585'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 45 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4584 ***********************************************************************
 DF4584  DESIGNATION -  1102 L
 DF4584  PID         -  DF4584
 DF4584  STATE/COUNTY-  MN/CASS
 DF4584  COUNTRY     -  US
 DF4584  USGS QUAD   -  PORTAGE LAKE (1996)
 DF4584
 DF4584                         *CURRENT SURVEY CONTROL
 DF4584  ______________________________________________________________________
 DF4584* NAD 83(2007) POSITION- 47 21 21.53871(N) 094 18 46.66446(W)   ADJUSTED  
 DF4584* NAD 83(2007) ELLIP HT-   373.273 (meters)        (02/10/07)   ADJUSTED
 DF4584* NAD 83(2007) EPOCH   -  2002.00
 DF4584* NAVD 88 ORTHO HEIGHT -   401.594  (meters)    1317.56  (feet) ADJUSTED  
 DF4584  ______________________________________________________________________
 DF4584  NAD 83(2007) X  -   -325,552.956 (meters)                     COMP
 DF4584  NAD 83(2007) Y  - -4,316,653.892 (meters)                     COMP
 DF4584  NAD 83(2007) Z  -  4,668,940.147 (meters)                     COMP
 DF4584  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC09
 DF4584  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DF4584  DYNAMIC HEIGHT  -        401.637 (meters)     1317.70  (feet) COMP
 DF4584  MODELED GRAVITY -    980,709.8   (mgal)                       NAVD 88
 DF4584
 DF4584  VERT ORDER      -  SECOND    CLASS I
 DF4584
 DF4584  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4584  Type                                         Horiz  Ellip  Dist(km)
 DF4584  -------------------------------------------------------------------
 DF4584  NETWORK                                       1.04   1.18
 DF4584  -------------------------------------------------------------------
 DF4584  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.63   0.73      2.89
 DF4584  -------------------------------------------------------------------
 DF4584  NOTE: Click here for information on individual local accuracy
 DF4584  values and other accuracy information.
 DF4584
 DF4584
 DF4584.The horizontal coordinates were established by GPS observations
 DF4584.and adjusted by the National Geodetic Survey in February 2007.
 DF4584
 DF4584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4584.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4584
 DF4584.The horizontal coordinates are valid at the epoch date displayed above
 DF4584.which is a decimal equivalence of Year/Month/Day.
 DF4584
 DF4584.The orthometric height was determined by differential leveling and
 DF4584.adjusted in August 2004.
 DF4584
 DF4584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4584
 DF4584.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4584
 DF4584.The ellipsoidal height was determined by GPS observations
 DF4584.and is referenced to NAD 83.
 DF4584
 DF4584.The dynamic height is computed by dividing the NAVD 88
 DF4584.geopotential number by the normal gravity value computed on the
 DF4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4584.degrees latitude (g = 980.6199 gals.).
 DF4584
 DF4584.The modeled gravity was interpolated from observed gravity values.
 DF4584
 DF4584. The following values were computed from the NAD 83(2007) position.
 DF4584
 DF4584;                    North         East     Units Scale Factor Converg.
 DF4584;SPC MN C     -   361,879.580   795,242.848   MT  1.00008133   -0 02 44.0
 DF4584;SPC MN C     - 1,187,266.59  2,609,059.24   sFT  1.00008133   -0 02 44.0
 DF4584;UTM  15      - 5,245,560.181   400,846.904   MT  0.99972082   -0 57 57.1
 DF4584
 DF4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4584!SPC MN C     -   0.99994150  x   1.00008133  =   1.00002282
 DF4584!UTM  15      -   0.99994150  x   0.99972082  =   0.99966233
 DF4584
 DF4584                          SUPERSEDED SURVEY CONTROL
 DF4584
 DF4584  NAD 83(1996)-  47 21 21.53852(N)    094 18 46.66413(W) AD(       ) 1
 DF4584  ELLIP H (07/22/03)  373.284  (m)                       GP(       ) 3 2
 DF4584  NAVD 88 (07/22/03)  401.61   (m)         1317.6    (f) LEVELING    3  
 DF4584
 DF4584.Superseded values are not recommended for survey control.
 DF4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4584.See file dsdata.txt to determine how the superseded data were derived.
 DF4584
 DF4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0084645560(NAD 83)
 DF4584
 DF4584_MARKER: DD = SURVEY DISK
 DF4584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4584_STAMPING: 1102 L 2001
 DF4584_MARK LOGO: MNDT  
 DF4584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4584+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4584
 DF4584  HISTORY     - Date     Condition        Report By
 DF4584  HISTORY     - 2001     MONUMENTED       MNDT
 DF4584
 DF4584                          STATION DESCRIPTION
 DF4584
 DF4584'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4584'THE MARK IS 5 MI (8.0 KM) WEST OF BENA, 5 MI (8.0 KM) WEST ALONG TH 2
 DF4584'FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 144.2, 197 FT (60.0
 DF4584'M) SOUTH OF TH 2, 33 FT (10.1 M) WEST OF PORTAGE LK DR NW, 21.2 FT
 DF4584'(6.5 M) SOUTH OF SOUTH RAIL, 2.3 FT (0.7 M) NORTH OF WIT POST,
 DF4584'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 60 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4580 ***********************************************************************
 DF4580  DESIGNATION -  1102 M
 DF4580  PID         -  DF4580
 DF4580  STATE/COUNTY-  MN/CASS
 DF4580  COUNTRY     -  US
 DF4580  USGS QUAD   -  BENA (1996)
 DF4580
 DF4580                         *CURRENT SURVEY CONTROL
 DF4580  ______________________________________________________________________
 DF4580* NAD 83(2007) POSITION- 47 20 51.82507(N) 094 14 12.77220(W)   ADJUSTED  
 DF4580* NAD 83(2007) ELLIP HT-   372.624 (meters)        (02/10/07)   ADJUSTED
 DF4580* NAD 83(2007) EPOCH   -  2002.00
 DF4580* NAVD 88 ORTHO HEIGHT -   401.021  (meters)    1315.68  (feet) ADJUSTED  
 DF4580  ______________________________________________________________________
 DF4580  NAD 83(2007) X  -   -319,870.563 (meters)                     COMP
 DF4580  NAD 83(2007) Y  - -4,317,755.081 (meters)                     COMP
 DF4580  NAD 83(2007) Z  -  4,668,317.939 (meters)                     COMP
 DF4580  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DF4580  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DF4580  DYNAMIC HEIGHT  -        401.064 (meters)     1315.82  (feet) COMP
 DF4580  MODELED GRAVITY -    980,707.8   (mgal)                       NAVD 88
 DF4580
 DF4580  VERT ORDER      -  SECOND    CLASS I
 DF4580
 DF4580  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4580  Type                                         Horiz  Ellip  Dist(km)
 DF4580  -------------------------------------------------------------------
 DF4580  NETWORK                                       0.65   0.76
 DF4580  -------------------------------------------------------------------
 DF4580  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.65   0.69      2.45
 DF4580  -------------------------------------------------------------------
 DF4580  NOTE: Click here for information on individual local accuracy
 DF4580  values and other accuracy information.
 DF4580
 DF4580
 DF4580.The horizontal coordinates were established by GPS observations
 DF4580.and adjusted by the National Geodetic Survey in February 2007.
 DF4580
 DF4580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4580.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4580
 DF4580.The horizontal coordinates are valid at the epoch date displayed above
 DF4580.which is a decimal equivalence of Year/Month/Day.
 DF4580
 DF4580.The orthometric height was determined by differential leveling and
 DF4580.adjusted in August 2004.
 DF4580
 DF4580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4580
 DF4580.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4580
 DF4580.The ellipsoidal height was determined by GPS observations
 DF4580.and is referenced to NAD 83.
 DF4580
 DF4580.The dynamic height is computed by dividing the NAVD 88
 DF4580.geopotential number by the normal gravity value computed on the
 DF4580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4580.degrees latitude (g = 980.6199 gals.).
 DF4580
 DF4580.The modeled gravity was interpolated from observed gravity values.
 DF4580
 DF4580. The following values were computed from the NAD 83(2007) position.
 DF4580
 DF4580;                    North         East     Units Scale Factor Converg.
 DF4580;SPC MN C     -   360,960.061   800,991.352   MT  1.00007875   +0 00 34.2
 DF4580;SPC MN C     - 1,184,249.80  2,627,919.13   sFT  1.00007875   +0 00 34.2
 DF4580;UTM  15      - 5,244,548.872   406,577.809   MT  0.99970726   -0 54 35.2
 DF4580
 DF4580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4580!SPC MN C     -   0.99994160  x   1.00007875  =   1.00002034
 DF4580!UTM  15      -   0.99994160  x   0.99970726  =   0.99964887
 DF4580
 DF4580                          SUPERSEDED SURVEY CONTROL
 DF4580
 DF4580  NAD 83(1996)-  47 20 51.82493(N)    094 14 12.77185(W) AD(       ) 1
 DF4580  ELLIP H (07/22/03)  372.631  (m)                       GP(       ) 3 2
 DF4580  NAVD 88 (07/22/03)  401.04   (m)         1315.7    (f) LEVELING    3  
 DF4580
 DF4580.Superseded values are not recommended for survey control.
 DF4580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4580.See file dsdata.txt to determine how the superseded data were derived.
 DF4580
 DF4580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0657744548(NAD 83)
 DF4580
 DF4580_MARKER: DD = SURVEY DISK
 DF4580_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4580_STAMPING: 1102 M 2001
 DF4580_MARK LOGO: MNDT  
 DF4580_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4580+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4580
 DF4580  HISTORY     - Date     Condition        Report By
 DF4580  HISTORY     - 2001     MONUMENTED       MNDT
 DF4580
 DF4580                          STATION DESCRIPTION
 DF4580
 DF4580'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4580'THE MARK IS 1.4 MI (2.3 KM) WEST OF BENA, 1.4 MI (2.3 KM) WEST ALONG
 DF4580'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 147.8, 157.1 FT
 DF4580'(47.9 M) SOUTH OF TH 2, 25.2 FT (7.7 M) WEST OF FOREST RD 3033, 20.0
 DF4580'FT (6.1 M) NORTH OF NORTH RAIL, 3.0 FT (0.9 M) NORTH OF WIT POST,
 DF4580'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 70 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4578 ***********************************************************************
 DF4578  DESIGNATION -  1102 N
 DF4578  PID         -  DF4578
 DF4578  STATE/COUNTY-  MN/CASS
 DF4578  COUNTRY     -  US
 DF4578  USGS QUAD   -  BENA (1996)
 DF4578
 DF4578                         *CURRENT SURVEY CONTROL
 DF4578  ______________________________________________________________________
 DF4578* NAD 83(2007) POSITION- 47 20 32.64050(N) 094 10 39.91173(W)   ADJUSTED  
 DF4578* NAD 83(2007) ELLIP HT-   371.055 (meters)        (02/10/07)   ADJUSTED
 DF4578* NAD 83(2007) EPOCH   -  2002.00
 DF4578* NAVD 88 ORTHO HEIGHT -   399.511  (meters)    1310.73  (feet) ADJUSTED  
 DF4578  ______________________________________________________________________
 DF4578  NAD 83(2007) X  -   -315,446.239 (meters)                     COMP
 DF4578  NAD 83(2007) Y  - -4,318,516.420 (meters)                     COMP
 DF4578  NAD 83(2007) Z  -  4,667,915.315 (meters)                     COMP
 DF4578  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 DF4578  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DF4578  DYNAMIC HEIGHT  -        399.553 (meters)     1310.87  (feet) COMP
 DF4578  MODELED GRAVITY -    980,707.7   (mgal)                       NAVD 88
 DF4578
 DF4578  VERT ORDER      -  SECOND    CLASS I
 DF4578
 DF4578  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4578  Type                                         Horiz  Ellip  Dist(km)
 DF4578  -------------------------------------------------------------------
 DF4578  NETWORK                                       0.57   0.65
 DF4578  -------------------------------------------------------------------
 DF4578  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.65   0.69      3.02
 DF4578  -------------------------------------------------------------------
 DF4578  NOTE: Click here for information on individual local accuracy
 DF4578  values and other accuracy information.
 DF4578
 DF4578
 DF4578.The horizontal coordinates were established by GPS observations
 DF4578.and adjusted by the National Geodetic Survey in February 2007.
 DF4578
 DF4578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4578.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4578
 DF4578.The horizontal coordinates are valid at the epoch date displayed above
 DF4578.which is a decimal equivalence of Year/Month/Day.
 DF4578
 DF4578.The orthometric height was determined by differential leveling and
 DF4578.adjusted in August 2004.
 DF4578
 DF4578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4578
 DF4578.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4578
 DF4578.The ellipsoidal height was determined by GPS observations
 DF4578.and is referenced to NAD 83.
 DF4578
 DF4578.The dynamic height is computed by dividing the NAVD 88
 DF4578.geopotential number by the normal gravity value computed on the
 DF4578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4578.degrees latitude (g = 980.6199 gals.).
 DF4578
 DF4578.The modeled gravity was interpolated from observed gravity values.
 DF4578
 DF4578. The following values were computed from the NAD 83(2007) position.
 DF4578
 DF4578;                    North         East     Units Scale Factor Converg.
 DF4578;SPC MN C     -   360,369.952   805,460.016   MT  1.00007710   +0 03 08.1
 DF4578;SPC MN C     - 1,182,313.75  2,642,580.07   sFT  1.00007710   +0 03 08.1
 DF4578;UTM  15      - 5,243,887.427   411,034.760   MT  0.99969727   -0 51 58.3
 DF4578
 DF4578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4578!SPC MN C     -   0.99994184  x   1.00007710  =   1.00001894
 DF4578!UTM  15      -   0.99994184  x   0.99969727  =   0.99963913
 DF4578
 DF4578:                Primary Azimuth Mark                     Grid Az
 DF4578:SPC MN C     -  1102 P                                   096 01 56.2
 DF4578:UTM  15      -  1102 P                                   096 57 02.6
 DF4578
 DF4578|---------------------------------------------------------------------|
 DF4578| PID    Reference Object                     Distance      Geod. Az  |
 DF4578|                                                           dddmmss.s |
 DF4578| DF4577 1102 P                              APPROX. 1.0 KM 0960504.3 |
 DF4578|---------------------------------------------------------------------|
 DF4578
 DF4578                          SUPERSEDED SURVEY CONTROL
 DF4578
 DF4578  NAD 83(1996)-  47 20 32.64035(N)    094 10 39.91138(W) AD(       ) 1
 DF4578  ELLIP H (07/22/03)  371.061  (m)                       GP(       ) 3 2
 DF4578  NAVD 88 (07/22/03)  399.54   (m)         1310.8    (f) LEVELING    3  
 DF4578
 DF4578.Superseded values are not recommended for survey control.
 DF4578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4578.See file dsdata.txt to determine how the superseded data were derived.
 DF4578
 DF4578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1103443887(NAD 83)
 DF4578
 DF4578_MARKER: DD = SURVEY DISK
 DF4578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4578_STAMPING: 1102 N 2001
 DF4578_MARK LOGO: MNDT  
 DF4578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4578+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4578
 DF4578  HISTORY     - Date     Condition        Report By
 DF4578  HISTORY     - 2001     MONUMENTED       MNDT
 DF4578
 DF4578                          STATION DESCRIPTION
 DF4578
 DF4578'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4578'THE MARK IS 1.5 MI (2.4 KM) EAST OF BENA, 1.5 MI (2.4 KM) EAST ALONG
 DF4578'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 150.7, 129.1 FT
 DF4578'(39.3 M) SOUTH OF TH 2, 28.8 FT (8.8 M) NORTH OF NORTH RAIL, 24.5 FT
 DF4578'(7.5 M) WEST OF OLD 6 MI (9.7 KM) LAKE RD NE, 3.0 FT (0.9 M) NORTH OF
 DF4578'WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH
 DF4578'IS 50 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4577 ***********************************************************************
 DF4577  DESIGNATION -  1102 P
 DF4577  PID         -  DF4577
 DF4577  STATE/COUNTY-  MN/CASS
 DF4577  COUNTRY     -  US
 DF4577  USGS QUAD   -  BENA (1996)
 DF4577
 DF4577                         *CURRENT SURVEY CONTROL
 DF4577  ______________________________________________________________________
 DF4577* NAD 83(2007) POSITION- 47 20 29.07189(N) 094 09 50.70025(W)   ADJUSTED  
 DF4577* NAD 83(2007) ELLIP HT-   372.809 (meters)        (02/10/07)   ADJUSTED
 DF4577* NAD 83(2007) EPOCH   -  2002.00
 DF4577* NAVD 88 ORTHO HEIGHT -   401.276  (meters)    1316.52  (feet) ADJUSTED  
 DF4577  ______________________________________________________________________
 DF4577  NAD 83(2007) X  -   -314,421.873 (meters)                     COMP
 DF4577  NAD 83(2007) Y  - -4,318,673.581 (meters)                     COMP
 DF4577  NAD 83(2007) Z  -  4,667,841.921 (meters)                     COMP
 DF4577  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC09
 DF4577  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 DF4577  DYNAMIC HEIGHT  -        401.319 (meters)     1316.66  (feet) COMP
 DF4577  MODELED GRAVITY -    980,707.9   (mgal)                       NAVD 88
 DF4577
 DF4577  VERT ORDER      -  SECOND    CLASS I
 DF4577
 DF4577  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4577  Type                                         Horiz  Ellip  Dist(km)
 DF4577  -------------------------------------------------------------------
 DF4577  NETWORK                                       0.68   0.73
 DF4577  -------------------------------------------------------------------
 DF4577  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.62   0.69      3.35
 DF4577  -------------------------------------------------------------------
 DF4577  NOTE: Click here for information on individual local accuracy
 DF4577  values and other accuracy information.
 DF4577
 DF4577
 DF4577.The horizontal coordinates were established by GPS observations
 DF4577.and adjusted by the National Geodetic Survey in February 2007.
 DF4577
 DF4577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4577.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4577
 DF4577.The horizontal coordinates are valid at the epoch date displayed above
 DF4577.which is a decimal equivalence of Year/Month/Day.
 DF4577
 DF4577.The orthometric height was determined by differential leveling and
 DF4577.adjusted in August 2004.
 DF4577
 DF4577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4577
 DF4577.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4577
 DF4577.The ellipsoidal height was determined by GPS observations
 DF4577.and is referenced to NAD 83.
 DF4577
 DF4577.The dynamic height is computed by dividing the NAVD 88
 DF4577.geopotential number by the normal gravity value computed on the
 DF4577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4577.degrees latitude (g = 980.6199 gals.).
 DF4577
 DF4577.The modeled gravity was interpolated from observed gravity values.
 DF4577
 DF4577. The following values were computed from the NAD 83(2007) position.
 DF4577
 DF4577;                    North         East     Units Scale Factor Converg.
 DF4577;SPC MN C     -   360,260.767   806,493.229   MT  1.00007680   +0 03 43.7
 DF4577;SPC MN C     - 1,181,955.53  2,645,969.87   sFT  1.00007680   +0 03 43.7
 DF4577;UTM  15      - 5,243,761.743   412,065.697   MT  0.99969503   -0 51 22.1
 DF4577
 DF4577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4577!SPC MN C     -   0.99994157  x   1.00007680  =   1.00001836
 DF4577!UTM  15      -   0.99994157  x   0.99969503  =   0.99963662
 DF4577
 DF4577:                Primary Azimuth Mark                     Grid Az
 DF4577:SPC MN C     -  1102 N                                   276 01 56.8
 DF4577:UTM  15      -  1102 N                                   276 57 02.6
 DF4577
 DF4577|---------------------------------------------------------------------|
 DF4577| PID    Reference Object                     Distance      Geod. Az  |
 DF4577|                                                           dddmmss.s |
 DF4577| DF4578 1102 N                              APPROX. 1.0 KM 2760540.5 |
 DF4577|---------------------------------------------------------------------|
 DF4577
 DF4577                          SUPERSEDED SURVEY CONTROL
 DF4577
 DF4577  NAD 83(1996)-  47 20 29.07175(N)    094 09 50.69989(W) AD(       ) 1
 DF4577  ELLIP H (07/22/03)  372.815  (m)                       GP(       ) 3 2
 DF4577  NAVD 88 (07/22/03)  401.30   (m)         1316.6    (f) LEVELING    3  
 DF4577
 DF4577.Superseded values are not recommended for survey control.
 DF4577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4577.See file dsdata.txt to determine how the superseded data were derived.
 DF4577
 DF4577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1206543761(NAD 83)
 DF4577
 DF4577_MARKER: DD = SURVEY DISK
 DF4577_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4577_STAMPING: 1102 P 2001
 DF4577_MARK LOGO: MNDT  
 DF4577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4577+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4577
 DF4577  HISTORY     - Date     Condition        Report By
 DF4577  HISTORY     - 2001     MONUMENTED       MNDT
 DF4577
 DF4577                          STATION DESCRIPTION
 DF4577
 DF4577'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4577'THE MARK IS 2 MI (3.2 KM) EAST OF BENA, 2.1 MI (3.4 KM) EAST ALONG TH
 DF4577'2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 151.3, 48.1 FT
 DF4577'(14.7 M) SOUTH OF TH 2, 525 FT (160.0 M) WEST OF ENT, 73.0 FT (22.3 M)
 DF4577'NORTH OF NORTH RAIL, 3.0 FT (0.9 M) NORTH OF WIT POST, RECESSED 1
 DF4577'INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 35 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4576 ***********************************************************************
 DF4576  DESIGNATION -  1102 Q
 DF4576  PID         -  DF4576
 DF4576  STATE/COUNTY-  MN/CASS
 DF4576  COUNTRY     -  US
 DF4576  USGS QUAD   -  BENA (1996)
 DF4576
 DF4576                         *CURRENT SURVEY CONTROL
 DF4576  ______________________________________________________________________
 DF4576* NAD 83(1986) POSITION- 47 20 25.8    (N) 094 08 51.3    (W)   HD_HELD2  
 DF4576* NAVD 88 ORTHO HEIGHT -   400.106  (meters)    1312.68  (feet) ADJUSTED  
 DF4576  ______________________________________________________________________
 DF4576  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 DF4576  DYNAMIC HEIGHT  -        400.149 (meters)     1312.82  (feet) COMP
 DF4576  MODELED GRAVITY -    980,708.0   (mgal)                       NAVD 88
 DF4576
 DF4576  VERT ORDER      -  SECOND    CLASS I
 DF4576
 DF4576.The horizontal coordinates were established by autonomous hand held GPS
 DF4576.observations and have an estimated accuracy of +/- 10 meters.
 DF4576.
 DF4576.The orthometric height was determined by differential leveling and
 DF4576.adjusted in August 2004.
 DF4576
 DF4576.The dynamic height is computed by dividing the NAVD 88
 DF4576.geopotential number by the normal gravity value computed on the
 DF4576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4576.degrees latitude (g = 980.6199 gals.).
 DF4576
 DF4576.The modeled gravity was interpolated from observed gravity values.
 DF4576
 DF4576;                    North         East    Units  Estimated Accuracy
 DF4576;SPC MN C     -   360,161.      807,740.      MT  (+/- 10 meters HH2 GPS)
 DF4576
 DF4576                          SUPERSEDED SURVEY CONTROL
 DF4576
 DF4576.No superseded survey control is available for this station.
 DF4576
 DF4576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1331043642(NAD 83)
 DF4576
 DF4576_MARKER: DD = SURVEY DISK
 DF4576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4576_STAMPING: 1102 Q 2001
 DF4576_MARK LOGO: MNDT  
 DF4576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4576+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4576
 DF4576  HISTORY     - Date     Condition        Report By
 DF4576  HISTORY     - 2001     MONUMENTED       MNDT
 DF4576
 DF4576                          STATION DESCRIPTION
 DF4576
 DF4576'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4576'THE MARK IS 2.9 MI (4.7 KM) EAST OF BENA, 2.9 MI (4.7 KM) EAST ALONG
 DF4576'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 152.1, 70.6 FT
 DF4576'(21.5 M) NORTH OF TH 2, 4.4 FT (1.3 M) WEST OF ENT, 3.3 FT (1.0 M)
 DF4576'SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC, NOT SUITABLE FOR GPS.
 DF4576'ROD DEPTH IS 45 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4573 ***********************************************************************
 DF4573  DESIGNATION -  1102 R
 DF4573  PID         -  DF4573
 DF4573  STATE/COUNTY-  MN/CASS
 DF4573  COUNTRY     -  US
 DF4573  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4573
 DF4573                         *CURRENT SURVEY CONTROL
 DF4573  ______________________________________________________________________
 DF4573* NAD 83(2007) POSITION- 47 20 11.00610(N) 094 06 08.13930(W)   ADJUSTED  
 DF4573* NAD 83(2007) ELLIP HT-   369.560 (meters)        (02/10/07)   ADJUSTED
 DF4573* NAD 83(2007) EPOCH   -  2002.00
 DF4573* NAVD 88 ORTHO HEIGHT -   398.113  (meters)    1306.14  (feet) ADJUSTED  
 DF4573  ______________________________________________________________________
 DF4573  NAD 83(2007) X  -   -309,791.011 (meters)                     COMP
 DF4573  NAD 83(2007) Y  - -4,319,417.387 (meters)                     COMP
 DF4573  NAD 83(2007) Z  -  4,667,461.430 (meters)                     COMP
 DF4573  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DF4573  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 DF4573  DYNAMIC HEIGHT  -        398.156 (meters)     1306.28  (feet) COMP
 DF4573  MODELED GRAVITY -    980,707.8   (mgal)                       NAVD 88
 DF4573
 DF4573  VERT ORDER      -  SECOND    CLASS I
 DF4573
 DF4573  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4573  Type                                         Horiz  Ellip  Dist(km)
 DF4573  -------------------------------------------------------------------
 DF4573  NETWORK                                       0.68   0.86
 DF4573  -------------------------------------------------------------------
 DF4573  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.64   0.90      2.32
 DF4573  -------------------------------------------------------------------
 DF4573  NOTE: Click here for information on individual local accuracy
 DF4573  values and other accuracy information.
 DF4573
 DF4573
 DF4573.The horizontal coordinates were established by GPS observations
 DF4573.and adjusted by the National Geodetic Survey in February 2007.
 DF4573
 DF4573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4573.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4573
 DF4573.The horizontal coordinates are valid at the epoch date displayed above
 DF4573.which is a decimal equivalence of Year/Month/Day.
 DF4573
 DF4573.The orthometric height was determined by differential leveling and
 DF4573.adjusted in August 2004.
 DF4573
 DF4573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4573
 DF4573.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4573
 DF4573.The ellipsoidal height was determined by GPS observations
 DF4573.and is referenced to NAD 83.
 DF4573
 DF4573.The dynamic height is computed by dividing the NAVD 88
 DF4573.geopotential number by the normal gravity value computed on the
 DF4573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4573.degrees latitude (g = 980.6199 gals.).
 DF4573
 DF4573.The modeled gravity was interpolated from observed gravity values.
 DF4573
 DF4573. The following values were computed from the NAD 83(2007) position.
 DF4573
 DF4573;                    North         East     Units Scale Factor Converg.
 DF4573;SPC MN C     -   359,709.698   811,166.559   MT  1.00007525   +0 06 24.7
 DF4573;SPC MN C     - 1,180,147.57  2,661,302.29   sFT  1.00007525   +0 06 24.7
 DF4573;UTM  15      - 5,243,136.124   416,727.800   MT  0.99968522   -0 48 38.1
 DF4573
 DF4573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4573!SPC MN C     -   0.99994208  x   1.00007525  =   1.00001732
 DF4573!UTM  15      -   0.99994208  x   0.99968522  =   0.99962732
 DF4573
 DF4573                          SUPERSEDED SURVEY CONTROL
 DF4573
 DF4573  NAD 83(1996)-  47 20 11.00595(N)    094 06 08.13890(W) AD(       ) 1
 DF4573  ELLIP H (07/22/03)  369.566  (m)                       GP(       ) 3 2
 DF4573  NAVD 88 (07/22/03)  398.13   (m)         1306.2    (f) LEVELING    3  
 DF4573
 DF4573.Superseded values are not recommended for survey control.
 DF4573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4573.See file dsdata.txt to determine how the superseded data were derived.
 DF4573
 DF4573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1672743136(NAD 83)
 DF4573
 DF4573_MARKER: DD = SURVEY DISK
 DF4573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4573_STAMPING: 1102 R 2001
 DF4573_MARK LOGO: MNDT  
 DF4573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4573+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4573
 DF4573  HISTORY     - Date     Condition        Report By
 DF4573  HISTORY     - 2001     MONUMENTED       MNDT
 DF4573
 DF4573                          STATION DESCRIPTION
 DF4573
 DF4573'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4573'THE MARK IS 5 MI (8.0 KM) EAST OF BENA, 5 MI (8.0 KM) EAST ALONG TH 2
 DF4573'FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 154.2, 74.4 FT (22.7
 DF4573'M) SOUTH OF TH 2, 5 FT (1.5 M) WEST OF ENT, 2.5 FT (0.8 M) NORTH OF
 DF4573'WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4572 ***********************************************************************
 DF4572  DESIGNATION -  1102 S
 DF4572  PID         -  DF4572
 DF4572  STATE/COUNTY-  MN/CASS
 DF4572  COUNTRY     -  US
 DF4572  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4572
 DF4572                         *CURRENT SURVEY CONTROL
 DF4572  ______________________________________________________________________
 DF4572* NAD 83(1986) POSITION- 47 20 08.1    (N) 094 05 14.5    (W)   HD_HELD2  
 DF4572* NAVD 88 ORTHO HEIGHT -   399.200  (meters)    1309.71  (feet) ADJUSTED  
 DF4572  ______________________________________________________________________
 DF4572  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 DF4572  DYNAMIC HEIGHT  -        399.243 (meters)     1309.85  (feet) COMP
 DF4572  MODELED GRAVITY -    980,707.6   (mgal)                       NAVD 88
 DF4572
 DF4572  VERT ORDER      -  SECOND    CLASS I
 DF4572
 DF4572.The horizontal coordinates were established by autonomous hand held GPS
 DF4572.observations and have an estimated accuracy of +/- 10 meters.
 DF4572.
 DF4572.The orthometric height was determined by differential leveling and
 DF4572.adjusted in August 2004.
 DF4572
 DF4572.The dynamic height is computed by dividing the NAVD 88
 DF4572.geopotential number by the normal gravity value computed on the
 DF4572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4572.degrees latitude (g = 980.6199 gals.).
 DF4572
 DF4572.The modeled gravity was interpolated from observed gravity values.
 DF4572
 DF4572;                    North         East    Units  Estimated Accuracy
 DF4572;SPC MN C     -   359,622.      812,293.      MT  (+/- 10 meters HH2 GPS)
 DF4572
 DF4572                          SUPERSEDED SURVEY CONTROL
 DF4572
 DF4572.No superseded survey control is available for this station.
 DF4572
 DF4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1785243030(NAD 83)
 DF4572
 DF4572_MARKER: DD = SURVEY DISK
 DF4572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4572_STAMPING: 1102 S 2001
 DF4572_MARK LOGO: MNDT  
 DF4572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4572+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4572
 DF4572  HISTORY     - Date     Condition        Report By
 DF4572  HISTORY     - 2001     MONUMENTED       MNDT
 DF4572
 DF4572                          STATION DESCRIPTION
 DF4572
 DF4572'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4572'THE MARK IS 5.7 MI (9.2 KM) EAST OF BENA, 5.7 MI (9.2 KM) EAST ALONG
 DF4572'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 154.9, 83 FT
 DF4572'(25.3 M) NORTH OF TH 2, 9.3 FT (2.8 M) WEST OF FOREST RD 3019, 2.5 FT
 DF4572'(0.8 M) SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND NOT SUITABLE
 DF4572'FOR GPS.  ROD DEPTH IS 15 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4571 ***********************************************************************
 DF4571  DESIGNATION -  1102 T
 DF4571  PID         -  DF4571
 DF4571  STATE/COUNTY-  MN/CASS
 DF4571  COUNTRY     -  US
 DF4571  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4571
 DF4571                         *CURRENT SURVEY CONTROL
 DF4571  ______________________________________________________________________
 DF4571* NAD 83(2007) POSITION- 47 20 00.99605(N) 094 04 18.46064(W)   ADJUSTED  
 DF4571* NAD 83(2007) ELLIP HT-   371.018 (meters)        (02/10/07)   ADJUSTED
 DF4571* NAD 83(2007) EPOCH   -  2002.00
 DF4571* NAVD 88 ORTHO HEIGHT -   399.614  (meters)    1311.07  (feet) ADJUSTED  
 DF4571  ______________________________________________________________________
 DF4571  NAD 83(2007) X  -   -307,510.384 (meters)                     COMP
 DF4571  NAD 83(2007) Y  - -4,319,809.245 (meters)                     COMP
 DF4571  NAD 83(2007) Z  -  4,667,252.985 (meters)                     COMP
 DF4571  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC09
 DF4571  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 DF4571  DYNAMIC HEIGHT  -        399.657 (meters)     1311.21  (feet) COMP
 DF4571  MODELED GRAVITY -    980,707.0   (mgal)                       NAVD 88
 DF4571
 DF4571  VERT ORDER      -  SECOND    CLASS I
 DF4571
 DF4571  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4571  Type                                         Horiz  Ellip  Dist(km)
 DF4571  -------------------------------------------------------------------
 DF4571  NETWORK                                       0.49   0.61
 DF4571  -------------------------------------------------------------------
 DF4571  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.61   0.73      4.02
 DF4571  -------------------------------------------------------------------
 DF4571  NOTE: Click here for information on individual local accuracy
 DF4571  values and other accuracy information.
 DF4571
 DF4571
 DF4571.The horizontal coordinates were established by GPS observations
 DF4571.and adjusted by the National Geodetic Survey in February 2007.
 DF4571
 DF4571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4571.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4571
 DF4571.The horizontal coordinates are valid at the epoch date displayed above
 DF4571.which is a decimal equivalence of Year/Month/Day.
 DF4571
 DF4571.The orthometric height was determined by differential leveling and
 DF4571.adjusted in August 2004.
 DF4571
 DF4571.Photographs are available for this station.
 DF4571
 DF4571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4571
 DF4571.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4571
 DF4571.The ellipsoidal height was determined by GPS observations
 DF4571.and is referenced to NAD 83.
 DF4571
 DF4571.The dynamic height is computed by dividing the NAVD 88
 DF4571.geopotential number by the normal gravity value computed on the
 DF4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4571.degrees latitude (g = 980.6199 gals.).
 DF4571
 DF4571.The modeled gravity was interpolated from observed gravity values.
 DF4571
 DF4571. The following values were computed from the NAD 83(2007) position.
 DF4571
 DF4571;                    North         East     Units Scale Factor Converg.
 DF4571;SPC MN C     -   359,405.278   813,469.984   MT  1.00007440   +0 07 44.1
 DF4571;SPC MN C     - 1,179,148.82  2,668,859.44   sFT  1.00007440   +0 07 44.1
 DF4571;UTM  15      - 5,242,795.002   419,025.156   MT  0.99968058   -0 47 17.3
 DF4571
 DF4571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4571!SPC MN C     -   0.99994185  x   1.00007440  =   1.00001624
 DF4571!UTM  15      -   0.99994185  x   0.99968058  =   0.99962245
 DF4571
 DF4571                          SUPERSEDED SURVEY CONTROL
 DF4571
 DF4571  NAD 83(1996)-  47 20 00.99591(N)    094 04 18.46019(W) AD(       ) 1
 DF4571  ELLIP H (07/22/03)  371.023  (m)                       GP(       ) 3 2
 DF4571  NAVD 88 (06/13/11)  399.61   (m)         1311.1    (f) LEVELING    3  
 DF4571  NAVD 88 (07/22/03)  399.63   (m)         1311.1    (f) LEVELING    3  
 DF4571
 DF4571.Superseded values are not recommended for survey control.
 DF4571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4571.See file dsdata.txt to determine how the superseded data were derived.
 DF4571
 DF4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1902542795(NAD 83)
 DF4571
 DF4571_MARKER: DD = SURVEY DISK
 DF4571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4571_STAMPING: 1102 T 2001
 DF4571_MARK LOGO: MNDT  
 DF4571_PROJECTION: RECESSED 13 CENTIMETERS
 DF4571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4571+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2010
 DF4571
 DF4571  HISTORY     - Date     Condition        Report By
 DF4571  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4571  HISTORY     - 20100303 GOOD             MNDT
 DF4571
 DF4571                          STATION DESCRIPTION
 DF4571
 DF4571'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4571'THE MARK IS 6.45 MI (10.38 KM) EAST OF BENA, 6.45 MI (10.38 KM) EAST
 DF4571'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 155.65,
 DF4571'230.7 FT (70.3 M) SOUTH OF TH 2, 18.7 FT (5.7 M) SOUTH OF SOUTH RAIL,
 DF4571'13 FT (4.0 M) EAST OF DRIVEWAY, 3.1 FT (0.9 M) NORTH OF WIT POST,
 DF4571'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 25
 DF4571'FT.
 DF4571
 DF4571                          STATION RECOVERY (2010)
 DF4571
 DF4571'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF4571'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4571'THE MARK IS 6.45 MILES EAST OF BENA, 6.45 MILES EAST ALONG TRUNK
 DF4571'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD 8 IN BENA,
 DF4571'AT TRUNK HIGHWAY 2 MILEPOINT 155.65, 230.7 FEET SOUTH OF TRUNK HIGHWAY
 DF4571'2, 18.7 FEET SOUTH OF SOUTH RAIL, 13.0 FEET EAST OF DRIVEWAY, 3.1 FEET
 DF4571'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4570 ***********************************************************************
 DF4570  DESIGNATION -  1102 U
 DF4570  PID         -  DF4570
 DF4570  STATE/COUNTY-  MN/CASS
 DF4570  COUNTRY     -  US
 DF4570  USGS QUAD   -  NUSHKA LAKE (1996)
 DF4570
 DF4570                         *CURRENT SURVEY CONTROL
 DF4570  ______________________________________________________________________
 DF4570* NAD 83(2007) POSITION- 47 19 54.32767(N) 094 02 52.79434(W)   ADJUSTED  
 DF4570* NAD 83(2007) ELLIP HT-   373.536 (meters)        (02/10/07)   ADJUSTED
 DF4570* NAD 83(2007) EPOCH   -  2002.00
 DF4570* NAVD 88 ORTHO HEIGHT -   402.160  (meters)    1319.42  (feet) ADJUSTED  
 DF4570  ______________________________________________________________________
 DF4570  NAD 83(2007) X  -   -305,727.057 (meters)                     COMP
 DF4570  NAD 83(2007) Y  - -4,320,089.348 (meters)                     COMP
 DF4570  NAD 83(2007) Z  -  4,667,115.257 (meters)                     COMP
 DF4570  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC09
 DF4570  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 DF4570  DYNAMIC HEIGHT  -        402.202 (meters)     1319.56  (feet) COMP
 DF4570  MODELED GRAVITY -    980,706.0   (mgal)                       NAVD 88
 DF4570
 DF4570  VERT ORDER      -  SECOND    CLASS I
 DF4570
 DF4570  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4570  Type                                         Horiz  Ellip  Dist(km)
 DF4570  -------------------------------------------------------------------
 DF4570  NETWORK                                       0.78   0.90
 DF4570  -------------------------------------------------------------------
 DF4570  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.85   0.84      2.48
 DF4570  -------------------------------------------------------------------
 DF4570  NOTE: Click here for information on individual local accuracy
 DF4570  values and other accuracy information.
 DF4570
 DF4570
 DF4570.The horizontal coordinates were established by GPS observations
 DF4570.and adjusted by the National Geodetic Survey in February 2007.
 DF4570
 DF4570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4570.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4570
 DF4570.The horizontal coordinates are valid at the epoch date displayed above
 DF4570.which is a decimal equivalence of Year/Month/Day.
 DF4570
 DF4570.The orthometric height was determined by differential leveling and
 DF4570.adjusted in August 2004.
 DF4570
 DF4570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4570
 DF4570.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4570
 DF4570.The ellipsoidal height was determined by GPS observations
 DF4570.and is referenced to NAD 83.
 DF4570
 DF4570.The dynamic height is computed by dividing the NAVD 88
 DF4570.geopotential number by the normal gravity value computed on the
 DF4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4570.degrees latitude (g = 980.6199 gals.).
 DF4570
 DF4570.The modeled gravity was interpolated from observed gravity values.
 DF4570
 DF4570. The following values were computed from the NAD 83(2007) position.
 DF4570
 DF4570;                    North         East     Units Scale Factor Converg.
 DF4570;SPC MN C     -   359,203.643   815,269.185   MT  1.00007383   +0 08 46.1
 DF4570;SPC MN C     - 1,178,487.29  2,674,762.32   sFT  1.00007383   +0 08 46.1
 DF4570;UTM  15      - 5,242,564.693   420,820.190   MT  0.99967705   -0 46 14.2
 DF4570
 DF4570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4570!SPC MN C     -   0.99994145  x   1.00007383  =   1.00001528
 DF4570!UTM  15      -   0.99994145  x   0.99967705  =   0.99961852
 DF4570
 DF4570                          SUPERSEDED SURVEY CONTROL
 DF4570
 DF4570  NAD 83(1996)-  47 19 54.32750(N)    094 02 52.79385(W) AD(       ) 1
 DF4570  ELLIP H (07/22/03)  373.541  (m)                       GP(       ) 3 2
 DF4570  NAVD 88 (07/22/03)  402.18   (m)         1319.5    (f) LEVELING    3  
 DF4570
 DF4570.Superseded values are not recommended for survey control.
 DF4570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4570.See file dsdata.txt to determine how the superseded data were derived.
 DF4570
 DF4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2082042564(NAD 83)
 DF4570
 DF4570_MARKER: DD = SURVEY DISK
 DF4570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4570_STAMPING: 1102 U 2001
 DF4570_MARK LOGO: MNDT  
 DF4570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4570+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4570
 DF4570  HISTORY     - Date     Condition        Report By
 DF4570  HISTORY     - 2001     MONUMENTED       MNDT
 DF4570
 DF4570                          STATION DESCRIPTION
 DF4570
 DF4570'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4570'THE MARK IS 7.6 MI (12.2 KM) EAST OF BENA, 7.6 MI (12.2 KM) EAST ALONG
 DF4570'TH 2 FROM JCT OF TH 2 AND CO RD 8 IN BENA, AT TH 2 MP 156.8, 160.3 FT
 DF4570'(48.9 M) SOUTH OF TH 2, 21.3 FT (6.5 M) NORTH OF NORTH RAIL, 19 FT
 DF4570'(5.8 M) EAST OF TRAIL, 2.4 FT (0.7 M) SOUTH OF WIT POST, RECESSED 1
 DF4570'INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 45 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4567 ***********************************************************************
 DF4567  DESIGNATION -  1102 V
 DF4567  PID         -  DF4567
 DF4567  STATE/COUNTY-  MN/CASS
 DF4567  COUNTRY     -  US
 DF4567  USGS QUAD   -  BALL CLUB (1996)
 DF4567
 DF4567                         *CURRENT SURVEY CONTROL
 DF4567  ______________________________________________________________________
 DF4567* NAD 83(1986) POSITION- 47 19 40.2    (N) 093 59 42.3    (W)   HD_HELD2  
 DF4567* NAVD 88 ORTHO HEIGHT -   396.386  (meters)    1300.48  (feet) ADJUSTED  
 DF4567  ______________________________________________________________________
 DF4567  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 DF4567  DYNAMIC HEIGHT  -        396.426 (meters)     1300.61  (feet) COMP
 DF4567  MODELED GRAVITY -    980,703.2   (mgal)                       NAVD 88
 DF4567
 DF4567  VERT ORDER      -  SECOND    CLASS I
 DF4567
 DF4567.The horizontal coordinates were established by autonomous hand held GPS
 DF4567.observations and have an estimated accuracy of +/- 10 meters.
 DF4567.
 DF4567.The orthometric height was determined by differential leveling and
 DF4567.adjusted in August 2004.
 DF4567
 DF4567.The dynamic height is computed by dividing the NAVD 88
 DF4567.geopotential number by the normal gravity value computed on the
 DF4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4567.degrees latitude (g = 980.6199 gals.).
 DF4567
 DF4567.The modeled gravity was interpolated from observed gravity values.
 DF4567
 DF4567;                    North         East    Units  Estimated Accuracy
 DF4567;SPC MN C     -   358,779.      819,270.      MT  (+/- 10 meters HH2 GPS)
 DF4567
 DF4567                          SUPERSEDED SURVEY CONTROL
 DF4567
 DF4567.No superseded survey control is available for this station.
 DF4567
 DF4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2481242076(NAD 83)
 DF4567
 DF4567_MARKER: DD = SURVEY DISK
 DF4567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4567_STAMPING: 1102 V
 DF4567_MARK LOGO: MNDT  
 DF4567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4567+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4567
 DF4567  HISTORY     - Date     Condition        Report By
 DF4567  HISTORY     - 2001     MONUMENTED       MNDT
 DF4567
 DF4567                          STATION DESCRIPTION
 DF4567
 DF4567'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4567'THE MARK IS 2.8 MI (4.5 KM) WEST OF BALL CLUB, 2.8 MI (4.5 KM) WEST
 DF4567'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 39 IN BALL CLUB, AT TH 2 MP
 DF4567'159.3, 64.3 FT (19.6 M) NORTH OF TH 2, 5.7 FT (1.7 M) WEST OF FOREST
 DF4567'RD 2271, 2.6 FT (0.8 M) SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DF4567'AND NOT SUITABLE FOR GPS.  ROD DEPTH IS 40 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0023 ***********************************************************************
 SL0023  DESIGNATION -  1103
 SL0023  PID         -  SL0023
 SL0023  STATE/COUNTY-  MN/POLK
 SL0023  COUNTRY     -  US
 SL0023  USGS QUAD   -  DUGDALE (1965)
 SL0023
 SL0023                         *CURRENT SURVEY CONTROL
 SL0023  ______________________________________________________________________
 SL0023* NAD 83(1986) POSITION- 47 42 07.     (N) 096 18 17.     (W)   SCALED    
 SL0023* NAVD 88 ORTHO HEIGHT -   335.913  (meters)    1102.07  (feet) ADJUSTED  
 SL0023  ______________________________________________________________________
 SL0023  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 SL0023  DYNAMIC HEIGHT  -        335.972 (meters)     1102.27  (feet) COMP
 SL0023  MODELED GRAVITY -    980,778.9   (mgal)                       NAVD 88
 SL0023
 SL0023  VERT ORDER      -  FIRST     CLASS II
 SL0023
 SL0023.The horizontal coordinates were scaled from a topographic map and have
 SL0023.an estimated accuracy of +/- 6 seconds.
 SL0023.
 SL0023.The orthometric height was determined by differential leveling and
 SL0023.adjusted in June 1991.
 SL0023
 SL0023.The dynamic height is computed by dividing the NAVD 88
 SL0023.geopotential number by the normal gravity value computed on the
 SL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0023.degrees latitude (g = 980.6199 gals.).
 SL0023
 SL0023.The modeled gravity was interpolated from observed gravity values.
 SL0023
 SL0023;                    North         East    Units  Estimated Accuracy
 SL0023;SPC MN N     -   238,610.      559,560.      MT  (+/- 180 meters Scaled)
 SL0023
 SL0023                          SUPERSEDED SURVEY CONTROL
 SL0023
 SL0023  NGVD 29 (??/??/92)  335.572  (m)         1100.96   (f) ADJ UNCH    1 2
 SL0023
 SL0023.Superseded values are not recommended for survey control.
 SL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0023.See file dsdata.txt to determine how the superseded data were derived.
 SL0023
 SL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT022866(NAD 83)
 SL0023
 SL0023_MARKER: P = PIPE CAP
 SL0023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SL0023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SL0023_STAMPING: 1103
 SL0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL0023
 SL0023  HISTORY     - Date     Condition        Report By
 SL0023  HISTORY     - 1931     MONUMENTED       USGS
 SL0023  HISTORY     - 1940     GOOD             CGS
 SL0023  HISTORY     - 1981     MARK NOT FOUND   NGS
 SL0023
 SL0023                          STATION DESCRIPTION
 SL0023
 SL0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 SL0023'0.8 MI W FROM TILDEN JCT.
 SL0023'IS 0.8 MILE W. OF TILDEN JCT., ALONG GREAT NORTHERN R.R. 2 POLES W.
 SL0023'AND ACROSS TRACKS FROM MILE POST 17, 61.7 FT. S. OF S. RAIL, 19.0 FT.
 SL0023'N. OF THE CENTER OF ROAD PARALLELING TRACK, 6.1 FT. E. TELE POLE, 1.7
 SL0023'FT. W. OF WHITE MARKER POST, U.S.G.S. STANDARD CAP SCREWED ON IRON
 SL0023'PIPE.
 SL0023
 SL0023                          STATION RECOVERY (1981)
 SL0023
 SL0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 SL0023'SEARCHED FOR NOT RECOVERED, PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6968 ***********************************************************************
 AH6968  DESIGNATION -  1103 A
 AH6968  PID         -  AH6968
 AH6968  STATE/COUNTY-  MN/CASS
 AH6968  COUNTRY     -  US
 AH6968  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6968
 AH6968                         *CURRENT SURVEY CONTROL
 AH6968  ______________________________________________________________________
 AH6968* NAD 83(1986) POSITION- 46 49 32.     (N) 093 56 54.     (W)   SCALED    
 AH6968* NAVD 88 ORTHO HEIGHT -   402.534  (meters)    1320.65  (feet) ADJUSTED  
 AH6968  ______________________________________________________________________
 AH6968  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AH6968  DYNAMIC HEIGHT  -        402.558 (meters)     1320.73  (feet) COMP
 AH6968  MODELED GRAVITY -    980,661.7   (mgal)                       NAVD 88
 AH6968
 AH6968  VERT ORDER      -  SECOND    CLASS I
 AH6968
 AH6968.The horizontal coordinates were scaled from a topographic map and have
 AH6968.an estimated accuracy of +/- 6 seconds.
 AH6968.
 AH6968.The orthometric height was determined by differential leveling and
 AH6968.adjusted in August 2006.
 AH6968
 AH6968.The dynamic height is computed by dividing the NAVD 88
 AH6968.geopotential number by the normal gravity value computed on the
 AH6968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6968.degrees latitude (g = 980.6199 gals.).
 AH6968
 AH6968.The modeled gravity was interpolated from observed gravity values.
 AH6968
 AH6968;                    North         East    Units  Estimated Accuracy
 AH6968;SPC MN C     -   302,950.      823,020.      MT  (+/- 180 meters Scaled)
 AH6968
 AH6968                          SUPERSEDED SURVEY CONTROL
 AH6968
 AH6968  NAVD 88 (09/27/00)  402.533  (m)         1320.64   (f) SUPERSEDED  2 1
 AH6968
 AH6968.Superseded values are not recommended for survey control.
 AH6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6968.See file dsdata.txt to determine how the superseded data were derived.
 AH6968
 AH6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM276862(NAD 83)
 AH6968
 AH6968_MARKER: DD = SURVEY DISK
 AH6968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6968_STAMPING: 1103 A 1994
 AH6968_MARK LOGO: MNDT  
 AH6968_PROJECTION: RECESSED 3 CENTIMETERS
 AH6968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6968+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6968_ROD/PIPE-DEPTH:  5.2 meters
 AH6968
 AH6968  HISTORY     - Date     Condition        Report By
 AH6968  HISTORY     - 1994     MONUMENTED       MNDT
 AH6968
 AH6968                          STATION DESCRIPTION
 AH6968
 AH6968'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6968'0.5 MI (0.8 KM) NNW OF OUTING, 0.8 MI (1.3 KM) NORTH ALONG TH 6 FROM
 AH6968'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 38.75 (MP ARE OFF, IF
 AH6968'MP 39 IS USED TO CLOCK DISTANCE THEN IT IS 38.95) , 85.4 FT (26.0 M)
 AH6968'NW OF TH 6, 27.5 FT (8.4 M) SW OF THE DRIVE TO CASS COUNTY
 AH6968'CONSTRUCTION, 2.0 FT (0.6 M) NW OF A P-POLE, 67.3 FT (20.5 M) SE OF
 AH6968'THE SE COR OF A POLE SHED, AND 2.2 FT (0.7 M) NNW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6969 ***********************************************************************
 AH6969  DESIGNATION -  1103 B
 AH6969  PID         -  AH6969
 AH6969  STATE/COUNTY-  MN/CASS
 AH6969  COUNTRY     -  US
 AH6969  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6969
 AH6969                         *CURRENT SURVEY CONTROL
 AH6969  ______________________________________________________________________
 AH6969* NAD 83(1986) POSITION- 46 50 16.1    (N) 093 56 38.5    (W)   HD_HELD2  
 AH6969* NAVD 88 ORTHO HEIGHT -   412.546  (meters)    1353.49  (feet) ADJUSTED  
 AH6969  ______________________________________________________________________
 AH6969  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AH6969  DYNAMIC HEIGHT  -        412.571 (meters)     1353.58  (feet) COMP
 AH6969  MODELED GRAVITY -    980,661.5   (mgal)                       NAVD 88
 AH6969
 AH6969  VERT ORDER      -  SECOND    CLASS I
 AH6969
 AH6969.The horizontal coordinates were established by autonomous hand held GPS
 AH6969.observations and have an estimated accuracy of +/- 10 meters.
 AH6969.
 AH6969.The orthometric height was determined by differential leveling and
 AH6969.adjusted in August 2006.
 AH6969
 AH6969.Photographs are available for this station.
 AH6969
 AH6969.The dynamic height is computed by dividing the NAVD 88
 AH6969.geopotential number by the normal gravity value computed on the
 AH6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6969.degrees latitude (g = 980.6199 gals.).
 AH6969
 AH6969.The modeled gravity was interpolated from observed gravity values.
 AH6969
 AH6969;                    North         East    Units  Estimated Accuracy
 AH6969;SPC MN C     -   304,315.      823,340.      MT  (+/- 10 meters HH2 GPS)
 AH6969
 AH6969                          SUPERSEDED SURVEY CONTROL
 AH6969
 AH6969  NAVD 88 (09/27/00)  412.546  (m)         1353.49   (f) SUPERSEDED  2 1
 AH6969
 AH6969.Superseded values are not recommended for survey control.
 AH6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6969.See file dsdata.txt to determine how the superseded data were derived.
 AH6969
 AH6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2801387572(NAD 83)
 AH6969
 AH6969_MARKER: DD = SURVEY DISK
 AH6969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6969_STAMPING: 1103 B 1994
 AH6969_MARK LOGO: MNDT  
 AH6969_PROJECTION: FLUSH
 AH6969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6969+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6969_ROD/PIPE-DEPTH:  9.4 meters
 AH6969
 AH6969  HISTORY     - Date     Condition        Report By
 AH6969  HISTORY     - 1994     MONUMENTED       MNDT
 AH6969
 AH6969                          STATION DESCRIPTION
 AH6969
 AH6969'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6969'1.4 MI (2.3 KM) NORTH OF OUTING, 1.6 MI (2.6 KM) NORTH ALONG TH 6 FROM
 AH6969'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 39.85, 74 FT (22.6 M)
 AH6969'WEST OF TH 6, 47 FT (14.3 M) NORTH OF A DRIVEWAY, 2.8FT NORTH OF A
 AH6969'P-POLE, 69.0 FT (21.0 M) NE OF THE NE COR OF A METAL POLE SHED, AND
 AH6969'1.6 FT (0.5 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6970 ***********************************************************************
 AH6970  DESIGNATION -  1103 C
 AH6970  PID         -  AH6970
 AH6970  STATE/COUNTY-  MN/CASS
 AH6970  COUNTRY     -  US
 AH6970  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6970
 AH6970                         *CURRENT SURVEY CONTROL
 AH6970  ______________________________________________________________________
 AH6970* NAD 83(1986) POSITION- 46 50 47.8    (N) 093 56 38.8    (W)   HD_HELD2  
 AH6970* NAVD 88 ORTHO HEIGHT -   413.894  (meters)    1357.92  (feet) ADJUSTED  
 AH6970  ______________________________________________________________________
 AH6970  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 AH6970  DYNAMIC HEIGHT  -        413.919 (meters)     1358.00  (feet) COMP
 AH6970  MODELED GRAVITY -    980,661.0   (mgal)                       NAVD 88
 AH6970
 AH6970  VERT ORDER      -  SECOND    CLASS I
 AH6970
 AH6970.The horizontal coordinates were established by autonomous hand held GPS
 AH6970.observations and have an estimated accuracy of +/- 10 meters.
 AH6970.
 AH6970.The orthometric height was determined by differential leveling and
 AH6970.adjusted in August 2006.
 AH6970
 AH6970.Photographs are available for this station.
 AH6970
 AH6970.The dynamic height is computed by dividing the NAVD 88
 AH6970.geopotential number by the normal gravity value computed on the
 AH6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6970.degrees latitude (g = 980.6199 gals.).
 AH6970
 AH6970.The modeled gravity was interpolated from observed gravity values.
 AH6970
 AH6970;                    North         East    Units  Estimated Accuracy
 AH6970;SPC MN C     -   305,294.      823,330.      MT  (+/- 10 meters HH2 GPS)
 AH6970
 AH6970                          SUPERSEDED SURVEY CONTROL
 AH6970
 AH6970  NAVD 88 (09/27/00)  413.894  (m)         1357.92   (f) SUPERSEDED  2 1
 AH6970
 AH6970.Superseded values are not recommended for survey control.
 AH6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6970.See file dsdata.txt to determine how the superseded data were derived.
 AH6970
 AH6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2801888551(NAD 83)
 AH6970
 AH6970_MARKER: DB = BENCH MARK DISK
 AH6970_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6970_STAMPING: 1103 C 1994
 AH6970_MARK LOGO: MNDT  
 AH6970_PROJECTION: FLUSH
 AH6970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6970+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6970
 AH6970  HISTORY     - Date     Condition        Report By
 AH6970  HISTORY     - 1994     MONUMENTED       MNDT
 AH6970
 AH6970                          STATION DESCRIPTION
 AH6970
 AH6970'DESCRIBED BY MN DEPT OF TRANSP 1994
 AH6970'2 MI (3.2 KM) NORTH OF OUTING, 2.15 MI (3.46 KM) NORTH ALONG TH 6 FROM
 AH6970'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 40.4, 31 FT (9.4 M)
 AH6970'WEST OF TH 6, 141 FT (43.0 M) SOUTH OF CO RD 48, 8.7 FT (2.7 M) SOUTH
 AH6970'OF A 14 INCH NORWAY PINE TREE, 25.1 FT (7.7 M) SSE OF TEL CABLE
 AH6970'PEDESTAL NO 66, 28.7 FT (8.7 M) NNE OF A STATE LAND PLANTED 1940 SIGN
 AH6970'POST, AND 1.2 FT (0.4 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6971 ***********************************************************************
 AH6971  DESIGNATION -  1103 D
 AH6971  PID         -  AH6971
 AH6971  STATE/COUNTY-  MN/CASS
 AH6971  COUNTRY     -  US
 AH6971  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6971
 AH6971                         *CURRENT SURVEY CONTROL
 AH6971  ______________________________________________________________________
 AH6971* NAD 83(1986) POSITION- 46 51 33.5    (N) 093 56 40.6    (W)   HD_HELD2  
 AH6971* NAVD 88 ORTHO HEIGHT -   409.037  (meters)    1341.98  (feet) ADJUSTED  
 AH6971  ______________________________________________________________________
 AH6971  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AH6971  DYNAMIC HEIGHT  -        409.061 (meters)     1342.06  (feet) COMP
 AH6971  MODELED GRAVITY -    980,659.9   (mgal)                       NAVD 88
 AH6971
 AH6971  VERT ORDER      -  SECOND    CLASS I
 AH6971
 AH6971.The horizontal coordinates were established by autonomous hand held GPS
 AH6971.observations and have an estimated accuracy of +/- 10 meters.
 AH6971.
 AH6971.The orthometric height was determined by differential leveling and
 AH6971.adjusted in August 2006.
 AH6971
 AH6971.Photographs are available for this station.
 AH6971
 AH6971.The dynamic height is computed by dividing the NAVD 88
 AH6971.geopotential number by the normal gravity value computed on the
 AH6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6971.degrees latitude (g = 980.6199 gals.).
 AH6971
 AH6971.The modeled gravity was interpolated from observed gravity values.
 AH6971
 AH6971;                    North         East    Units  Estimated Accuracy
 AH6971;SPC MN C     -   306,705.      823,287.      MT  (+/- 10 meters HH2 GPS)
 AH6971
 AH6971                          SUPERSEDED SURVEY CONTROL
 AH6971
 AH6971  NAVD 88 (09/27/00)  409.037  (m)         1341.98   (f) SUPERSEDED  2 1
 AH6971
 AH6971.Superseded values are not recommended for survey control.
 AH6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6971.See file dsdata.txt to determine how the superseded data were derived.
 AH6971
 AH6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2799789962(NAD 83)
 AH6971
 AH6971_MARKER: DD = SURVEY DISK
 AH6971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6971_STAMPING: 1103 D 1994
 AH6971_MARK LOGO: MNDT  
 AH6971_PROJECTION: RECESSED 3 CENTIMETERS
 AH6971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6971+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2007
 AH6971_ROD/PIPE-DEPTH:  9.9 meters
 AH6971
 AH6971  HISTORY     - Date     Condition        Report By
 AH6971  HISTORY     - 1994     MONUMENTED       MNDT
 AH6971  HISTORY     - 20070329 GOOD             MNDT
 AH6971
 AH6971                          STATION DESCRIPTION
 AH6971
 AH6971'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6971'3 MI (4.8 KM) NORTH OF OUTING ON A N-S POWERLINE, 3.05 MI (4.91 KM)
 AH6971'NORTH ALONG TH 6 FROM JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP
 AH6971'41.3, 90 FT (27.4 M) WEST OF TH 6, 12 FT (3.7 M) NORTH OF A DIM RD,
 AH6971'3.3 FT (1.0 M) NORTH OF THE P-POLE WITH TRANSFORMER NO V11 15 01, 47.1
 AH6971'FT (14.4 M) NW OF THE SOUTH GATE POST, AND 1.1 FT (0.3 M) SOUTH OF A
 AH6971'WIT POST.
 AH6971
 AH6971                          STATION RECOVERY (2007)
 AH6971
 AH6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH6971'THE MARK IS 3 MI (4.8 KM) NORTH OF OUTING, ON NORTH-SOUTH POWER LINE,
 AH6971'3.05 MI (4.9 KM) NORTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6971'TRUNK HIGHWAY 6 AND COUNTY ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE
 AH6971'POINT 41.3.
 AH6971' 
 AH6971'IT IS 90 FT (27.4 M) WEST OF TRUNK HIGHWAY 6, 12 FT (3.7 M) NORTH OF
 AH6971'DIM ROAD, 3.3 FT (1.0 M) NORTH OF POWER POLE WITH TRANSFORMER NO V11
 AH6971'15 01, 47.1 FT (14.4 M) NORTHWEST OF SOUTH GATE POST AND 3 FT (0.9 M)
 AH6971'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6972 ***********************************************************************
 AH6972  DESIGNATION -  1103 E
 AH6972  PID         -  AH6972
 AH6972  STATE/COUNTY-  MN/CASS
 AH6972  COUNTRY     -  US
 AH6972  USGS QUAD   -  THUNDER LAKE (1996)
 AH6972
 AH6972                         *CURRENT SURVEY CONTROL
 AH6972  ______________________________________________________________________
 AH6972* NAD 83(1986) POSITION- 46 52 31.7    (N) 093 56 44.6    (W)   HD_HELD2  
 AH6972* NAVD 88 ORTHO HEIGHT -   410.772  (meters)    1347.67  (feet) ADJUSTED  
 AH6972  ______________________________________________________________________
 AH6972  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 AH6972  DYNAMIC HEIGHT  -        410.795 (meters)     1347.75  (feet) COMP
 AH6972  MODELED GRAVITY -    980,658.8   (mgal)                       NAVD 88
 AH6972
 AH6972  VERT ORDER      -  SECOND    CLASS I
 AH6972
 AH6972.The horizontal coordinates were established by autonomous hand held GPS
 AH6972.observations and have an estimated accuracy of +/- 10 meters.
 AH6972.
 AH6972.The orthometric height was determined by differential leveling and
 AH6972.adjusted in August 2006.
 AH6972
 AH6972.Photographs are available for this station.
 AH6972
 AH6972.The dynamic height is computed by dividing the NAVD 88
 AH6972.geopotential number by the normal gravity value computed on the
 AH6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6972.degrees latitude (g = 980.6199 gals.).
 AH6972
 AH6972.The modeled gravity was interpolated from observed gravity values.
 AH6972
 AH6972;                    North         East    Units  Estimated Accuracy
 AH6972;SPC MN C     -   308,501.      823,195.      MT  (+/- 10 meters HH2 GPS)
 AH6972
 AH6972                          SUPERSEDED SURVEY CONTROL
 AH6972
 AH6972  NAVD 88 (09/27/00)  410.771  (m)         1347.67   (f) SUPERSEDED  2 1
 AH6972
 AH6972.Superseded values are not recommended for survey control.
 AH6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6972.See file dsdata.txt to determine how the superseded data were derived.
 AH6972
 AH6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2793491760(NAD 83)
 AH6972
 AH6972_MARKER: DD = SURVEY DISK
 AH6972_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6972_STAMPING: 1103 E 1994
 AH6972_MARK LOGO: MNDT  
 AH6972_PROJECTION: FLUSH
 AH6972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6972+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2007
 AH6972_ROD/PIPE-DEPTH:  6.1 meters
 AH6972
 AH6972  HISTORY     - Date     Condition        Report By
 AH6972  HISTORY     - 1994     MONUMENTED       MNDT
 AH6972  HISTORY     - 20070329 GOOD             MNDT
 AH6972
 AH6972                          STATION DESCRIPTION
 AH6972
 AH6972'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6972'4 MI (6.4 KM) NORTH OF OUTING, 4.25 MI (6.84 KM) NORTH ALONG TH 6 FROM
 AH6972'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 42.55, 84 FT (25.6 M)
 AH6972'ESE OF TH 6, 15 FT (4.6 M) NNE OF WOODS RD, 4.0 FT (1.2 M) SOUTH OF A
 AH6972'14 INCH NORWAY PINE TREE, 17.4 FT (5.3 M) WNW OF A 16 INCH NORWAY PINE
 AH6972'TREE, AND 1.5 FT (0.5 M) WEST OF A WIT POST.
 AH6972
 AH6972                          STATION RECOVERY (2007)
 AH6972
 AH6972'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH6972'THE MARK IS 4 MI (6.4 KM) NORTH OF OUTING, 4.25 MI (6.8 KM) NORTH
 AH6972'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY
 AH6972'ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE POINT 42.55.
 AH6972' 
 AH6972'IT IS 84 FT (25.6 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 6, 15 FT (4.6 M)
 AH6972'NORTH-NORTHEAST OF WOODS ROAD, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6973 ***********************************************************************
 AH6973  DESIGNATION -  1103 F
 AH6973  PID         -  AH6973
 AH6973  STATE/COUNTY-  MN/CASS
 AH6973  COUNTRY     -  US
 AH6973  USGS QUAD   -  THUNDER LAKE (1996)
 AH6973
 AH6973                         *CURRENT SURVEY CONTROL
 AH6973  ______________________________________________________________________
 AH6973* NAD 83(1986) POSITION- 46 53 23.7    (N) 093 56 41.1    (W)   HD_HELD2  
 AH6973* NAVD 88 ORTHO HEIGHT -   408.479  (meters)    1340.15  (feet) ADJUSTED  
 AH6973  ______________________________________________________________________
 AH6973  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 AH6973  DYNAMIC HEIGHT  -        408.502 (meters)     1340.23  (feet) COMP
 AH6973  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 AH6973
 AH6973  VERT ORDER      -  SECOND    CLASS I
 AH6973
 AH6973.The horizontal coordinates were established by autonomous hand held GPS
 AH6973.observations and have an estimated accuracy of +/- 10 meters.
 AH6973.
 AH6973.The orthometric height was determined by differential leveling and
 AH6973.adjusted in August 2006.
 AH6973
 AH6973.Photographs are available for this station.
 AH6973
 AH6973.The dynamic height is computed by dividing the NAVD 88
 AH6973.geopotential number by the normal gravity value computed on the
 AH6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6973.degrees latitude (g = 980.6199 gals.).
 AH6973
 AH6973.The modeled gravity was interpolated from observed gravity values.
 AH6973
 AH6973;                    North         East    Units  Estimated Accuracy
 AH6973;SPC MN C     -   310,107.      823,263.      MT  (+/- 10 meters HH2 GPS)
 AH6973
 AH6973                          SUPERSEDED SURVEY CONTROL
 AH6973
 AH6973  NAVD 88 (09/27/00)  408.479  (m)         1340.15   (f) SUPERSEDED  2 1
 AH6973
 AH6973.Superseded values are not recommended for survey control.
 AH6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6973.See file dsdata.txt to determine how the superseded data were derived.
 AH6973
 AH6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2802793364(NAD 83)
 AH6973
 AH6973_MARKER: DD = SURVEY DISK
 AH6973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6973_STAMPING: 1103 F 1994
 AH6973_MARK LOGO: MNDT  
 AH6973_PROJECTION: RECESSED 8 CENTIMETERS
 AH6973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6973+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2007
 AH6973_ROD/PIPE-DEPTH: 25.9 meters
 AH6973
 AH6973  HISTORY     - Date     Condition        Report By
 AH6973  HISTORY     - 1994     MONUMENTED       MNDT
 AH6973  HISTORY     - 20070329 GOOD             MNDT
 AH6973
 AH6973                          STATION DESCRIPTION
 AH6973
 AH6973'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6973'5 MI (8.0 KM) NORTH OF OUTING, 5.25 MI (8.45 KM) NORTH ALONG TH 6 FROM
 AH6973'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 43.5, 111.5 FT (34.0 M)
 AH6973'WNW OF TH 6, 32 FT (9.8 M) NNE OF FEHRS RD, 2.3 FT (0.7 M) NNE OF A
 AH6973'P-POLE, 20.5 FT (6.2 M) NNW OF A DEAD END ROAD SIGN POST, 1.4 FT (0.4
 AH6973'M) WEST OF A WIT POST.
 AH6973
 AH6973                          STATION RECOVERY (2007)
 AH6973
 AH6973'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AH6973'THE MARK IS 5 MI (8.0 KM) NORTH OF OUTING, 5.25 MI (8.4 KM) NORTH
 AH6973'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY
 AH6973'ROAD 58 IN OUTING, AT TRUNK HIGHWAY 6 MILE POINT 43.5.
 AH6973' 
 AH6973'IT IS 111.5 FT (34.0 M) WEST-NORTHWEST OF TRUNK HIGHWAY 6, 32 FT (9.8
 AH6973'M) NORTH-NORTHEAST OF FEHRS ROAD, 2.3 FT (0.7 M) NORTH-NORTHEAST OF
 AH6973'POWER POLE, 20.5 FT (6.2 M) NORTH-NORTHWEST OF DEAD END ROAD SIGN
 AH6973'POST, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6974 ***********************************************************************
 AH6974  DESIGNATION -  1103 G
 AH6974  PID         -  AH6974
 AH6974  STATE/COUNTY-  MN/CASS
 AH6974  COUNTRY     -  US
 AH6974  USGS QUAD   -  THUNDER LAKE (1996)
 AH6974
 AH6974                         *CURRENT SURVEY CONTROL
 AH6974  ______________________________________________________________________
 AH6974* NAD 83(1986) POSITION- 46 54 41.     (N) 093 56 41.     (W)   SCALED    
 AH6974* NAVD 88 ORTHO HEIGHT -   416.327  (meters)    1365.90  (feet) ADJUSTED  
 AH6974  ______________________________________________________________________
 AH6974  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 AH6974  DYNAMIC HEIGHT  -        416.351 (meters)     1365.98  (feet) COMP
 AH6974  MODELED GRAVITY -    980,656.8   (mgal)                       NAVD 88
 AH6974
 AH6974  VERT ORDER      -  SECOND    CLASS I
 AH6974
 AH6974.The horizontal coordinates were scaled from a topographic map and have
 AH6974.an estimated accuracy of +/- 6 seconds.
 AH6974.
 AH6974.The orthometric height was determined by differential leveling and
 AH6974.adjusted in August 2006.
 AH6974
 AH6974.The dynamic height is computed by dividing the NAVD 88
 AH6974.geopotential number by the normal gravity value computed on the
 AH6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6974.degrees latitude (g = 980.6199 gals.).
 AH6974
 AH6974.The modeled gravity was interpolated from observed gravity values.
 AH6974
 AH6974;                    North         East    Units  Estimated Accuracy
 AH6974;SPC MN C     -   312,490.      823,260.      MT  (+/- 180 meters Scaled)
 AH6974
 AH6974                          SUPERSEDED SURVEY CONTROL
 AH6974
 AH6974  NAVD 88 (09/27/00)  416.327  (m)         1365.90   (f) SUPERSEDED  2 1
 AH6974
 AH6974.Superseded values are not recommended for survey control.
 AH6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6974.See file dsdata.txt to determine how the superseded data were derived.
 AH6974
 AH6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM280957(NAD 83)
 AH6974
 AH6974_MARKER: DD = SURVEY DISK
 AH6974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6974_STAMPING: 1103 G 1994
 AH6974_MARK LOGO: MNDT  
 AH6974_PROJECTION: RECESSED 3 CENTIMETERS
 AH6974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6974+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6974_ROD/PIPE-DEPTH:  9.1 meters
 AH6974
 AH6974  HISTORY     - Date     Condition        Report By
 AH6974  HISTORY     - 1994     MONUMENTED       MNDT
 AH6974
 AH6974                          STATION DESCRIPTION
 AH6974
 AH6974'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6974'6.5 MI (10.5 KM) NORTH OF OUTING, 6.75 MI (10.86 KM) NORTH ALONG TH 6
 AH6974'FROM JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 44.95, 64.5 FT
 AH6974'(19.7 M) WEST OF TH 6, 27 FT (8.2 M) SE OF TWP NO 11 RD, 5.2 FT (1.6
 AH6974'M) ENE OF A 24 INCH NORWAY PINE TREE, 20.2 FT (6.2 M) NE OF A TEL
 AH6974'CABLE PEDESTAL, AND 1.5 FT (0.5 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6975 ***********************************************************************
 AH6975  DESIGNATION -  1103 H
 AH6975  PID         -  AH6975
 AH6975  STATE/COUNTY-  MN/CASS
 AH6975  COUNTRY     -  US
 AH6975  USGS QUAD   -  THUNDER LAKE (1996)
 AH6975
 AH6975                         *CURRENT SURVEY CONTROL
 AH6975  ______________________________________________________________________
 AH6975* NAD 83(1986) POSITION- 46 55 10.     (N) 093 56 37.     (W)   SCALED    
 AH6975* NAVD 88 ORTHO HEIGHT -   421.972  (meters)    1384.42  (feet) ADJUSTED  
 AH6975  ______________________________________________________________________
 AH6975  GEOID HEIGHT    -        -28.49  (meters)                     GEOID09
 AH6975  DYNAMIC HEIGHT  -        421.995 (meters)     1384.50  (feet) COMP
 AH6975  MODELED GRAVITY -    980,656.6   (mgal)                       NAVD 88
 AH6975
 AH6975  VERT ORDER      -  SECOND    CLASS I
 AH6975
 AH6975.The horizontal coordinates were scaled from a topographic map and have
 AH6975.an estimated accuracy of +/- 6 seconds.
 AH6975.
 AH6975.The orthometric height was determined by differential leveling and
 AH6975.adjusted in August 2006.
 AH6975
 AH6975.The dynamic height is computed by dividing the NAVD 88
 AH6975.geopotential number by the normal gravity value computed on the
 AH6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6975.degrees latitude (g = 980.6199 gals.).
 AH6975
 AH6975.The modeled gravity was interpolated from observed gravity values.
 AH6975
 AH6975;                    North         East    Units  Estimated Accuracy
 AH6975;SPC MN C     -   313,390.      823,340.      MT  (+/- 180 meters Scaled)
 AH6975
 AH6975                          SUPERSEDED SURVEY CONTROL
 AH6975
 AH6975  NAVD 88 (09/27/00)  421.972  (m)         1384.42   (f) SUPERSEDED  2 1
 AH6975
 AH6975.Superseded values are not recommended for survey control.
 AH6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6975.See file dsdata.txt to determine how the superseded data were derived.
 AH6975
 AH6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM281966(NAD 83)
 AH6975
 AH6975_MARKER: DD = SURVEY DISK
 AH6975_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6975_STAMPING: 1103 H 1994
 AH6975_MARK LOGO: MNDT  
 AH6975_PROJECTION: RECESSED 3 CENTIMETERS
 AH6975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6975+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6975_ROD/PIPE-DEPTH:  9.1 meters
 AH6975
 AH6975  HISTORY     - Date     Condition        Report By
 AH6975  HISTORY     - 1994     MONUMENTED       MNDT
 AH6975
 AH6975                          STATION DESCRIPTION
 AH6975
 AH6975'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6975'7 MI (11.3 KM) NORTH OF OUTING, 7.3 MI (11.7 KM) NORTH ALONG TH 6 FROM
 AH6975'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 45.55, ABOUT 250 FT
 AH6975'(76.2 M) EAST OF TH 6, 42 FT (12.8 M) SOUTH OF TWP RD 13 RD, 3.2 FT
 AH6975'(1.0 M) SOUTH OF HIGH TENSION P-POLE NO 306, 68.3 FT (20.8 M) SSE OF A
 AH6975'P-POLE, AND 1.4 FT (0.4 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6976 ***********************************************************************
 AH6976  DESIGNATION -  1103 J
 AH6976  PID         -  AH6976
 AH6976  STATE/COUNTY-  MN/CASS
 AH6976  COUNTRY     -  US
 AH6976  USGS QUAD   -  THUNDER LAKE (1996)
 AH6976
 AH6976                         *CURRENT SURVEY CONTROL
 AH6976  ______________________________________________________________________
 AH6976* NAD 83(1986) POSITION- 46 56 03.     (N) 093 56 40.     (W)   SCALED    
 AH6976* NAVD 88 ORTHO HEIGHT -   413.885  (meters)    1357.89  (feet) ADJUSTED  
 AH6976  ______________________________________________________________________
 AH6976  GEOID HEIGHT    -        -28.53  (meters)                     GEOID09
 AH6976  DYNAMIC HEIGHT  -        413.907 (meters)     1357.96  (feet) COMP
 AH6976  MODELED GRAVITY -    980,656.1   (mgal)                       NAVD 88
 AH6976
 AH6976  VERT ORDER      -  SECOND    CLASS I
 AH6976
 AH6976.The horizontal coordinates were scaled from a topographic map and have
 AH6976.an estimated accuracy of +/- 6 seconds.
 AH6976.
 AH6976.The orthometric height was determined by differential leveling and
 AH6976.adjusted in August 2006.
 AH6976
 AH6976.The dynamic height is computed by dividing the NAVD 88
 AH6976.geopotential number by the normal gravity value computed on the
 AH6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6976.degrees latitude (g = 980.6199 gals.).
 AH6976
 AH6976.The modeled gravity was interpolated from observed gravity values.
 AH6976
 AH6976;                    North         East    Units  Estimated Accuracy
 AH6976;SPC MN C     -   315,030.      823,270.      MT  (+/- 180 meters Scaled)
 AH6976
 AH6976                          SUPERSEDED SURVEY CONTROL
 AH6976
 AH6976  NAVD 88 (09/27/00)  413.885  (m)         1357.89   (f) SUPERSEDED  2 1
 AH6976
 AH6976.Superseded values are not recommended for survey control.
 AH6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6976.See file dsdata.txt to determine how the superseded data were derived.
 AH6976
 AH6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM281982(NAD 83)
 AH6976
 AH6976_MARKER: DD = SURVEY DISK
 AH6976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6976_STAMPING: 1103 J 1994
 AH6976_MARK LOGO: MNDT  
 AH6976_PROJECTION: FLUSH
 AH6976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6976+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6976_ROD/PIPE-DEPTH: 10.7 meters
 AH6976
 AH6976  HISTORY     - Date     Condition        Report By
 AH6976  HISTORY     - 1994     MONUMENTED       MNDT
 AH6976
 AH6976                          STATION DESCRIPTION
 AH6976
 AH6976'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6976'8 MI (12.9 KM) NORTH OF OUTING, 8.35 MI (13.44 KM) NORTH ALONG TH 6
 AH6976'FROM JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 46.6, 104 FT (31.7
 AH6976'M) WEST OF TH 6, 22 FT (6.7 M) NORTH OF TWP RD NO 10 (SOUTH THUNDER
 AH6976'LAKE RD) , 1.1 FT (0.3 M) NE OF THE SE COR OF AN OLD CONC FOUNDATION,
 AH6976'18.8 FT (5.7 M) WSW OF A 10 INCH NORWAY PINE TREE, 52.9 FT (16.1 M)
 AH6976'ENE OF THE SOUTH LEG OF A LIMITED VISIBILITY SIGN POST, AND 1.7 FT
 AH6976'(0.5 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6977 ***********************************************************************
 AH6977  DESIGNATION -  1103 K
 AH6977  PID         -  AH6977
 AH6977  STATE/COUNTY-  MN/CASS
 AH6977  COUNTRY     -  US
 AH6977  USGS QUAD   -  THUNDER LAKE (1996)
 AH6977
 AH6977                         *CURRENT SURVEY CONTROL
 AH6977  ______________________________________________________________________
 AH6977* NAD 83(1986) POSITION- 46 56 51.     (N) 093 56 36.     (W)   SCALED    
 AH6977* NAVD 88 ORTHO HEIGHT -   413.275  (meters)    1355.89  (feet) ADJUSTED  
 AH6977  ______________________________________________________________________
 AH6977  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 AH6977  DYNAMIC HEIGHT  -        413.298 (meters)     1355.96  (feet) COMP
 AH6977  MODELED GRAVITY -    980,656.0   (mgal)                       NAVD 88
 AH6977
 AH6977  VERT ORDER      -  SECOND    CLASS I
 AH6977
 AH6977.The horizontal coordinates were scaled from a topographic map and have
 AH6977.an estimated accuracy of +/- 6 seconds.
 AH6977.
 AH6977.The orthometric height was determined by differential leveling and
 AH6977.adjusted in August 2006.
 AH6977
 AH6977.The dynamic height is computed by dividing the NAVD 88
 AH6977.geopotential number by the normal gravity value computed on the
 AH6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6977.degrees latitude (g = 980.6199 gals.).
 AH6977
 AH6977.The modeled gravity was interpolated from observed gravity values.
 AH6977
 AH6977;                    North         East    Units  Estimated Accuracy
 AH6977;SPC MN C     -   316,510.      823,350.      MT  (+/- 180 meters Scaled)
 AH6977
 AH6977                          SUPERSEDED SURVEY CONTROL
 AH6977
 AH6977  NAVD 88 (09/27/00)  413.275  (m)         1355.89   (f) SUPERSEDED  2 1
 AH6977
 AH6977.Superseded values are not recommended for survey control.
 AH6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6977.See file dsdata.txt to determine how the superseded data were derived.
 AH6977
 AH6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM282997(NAD 83)
 AH6977
 AH6977_MARKER: DD = SURVEY DISK
 AH6977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6977_STAMPING: 1103 K 1994
 AH6977_MARK LOGO: MNDT  
 AH6977_PROJECTION: RECESSED 5 CENTIMETERS
 AH6977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6977+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6977_ROD/PIPE-DEPTH:  6.1 meters
 AH6977
 AH6977  HISTORY     - Date     Condition        Report By
 AH6977  HISTORY     - 1994     MONUMENTED       MNDT
 AH6977
 AH6977                          STATION DESCRIPTION
 AH6977
 AH6977'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6977'9 MI (14.5 KM) NORTH OF OUTING, 9.25 MI (14.89 KM) NORTH ALONG TH 6
 AH6977'FROM JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 47.5, 190.5 FT
 AH6977'(58.1 M) ENE OF TH 6, 20.5 FT (6.2 M) NNE OF A DIM ROAD, 3.0 FT (0.9
 AH6977'M) NNE OF A HIGH TENSION P-POLE, 63.0 FT (19.2 M) EAST OF THE NORTH
 AH6977'GATE POST, AND 1.5 FT (0.5 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6978 ***********************************************************************
 AH6978  DESIGNATION -  1103 L
 AH6978  PID         -  AH6978
 AH6978  STATE/COUNTY-  MN/CASS
 AH6978  COUNTRY     -  US
 AH6978  USGS QUAD   -  THUNDER LAKE (1996)
 AH6978
 AH6978                         *CURRENT SURVEY CONTROL
 AH6978  ______________________________________________________________________
 AH6978* NAD 83(1986) POSITION- 46 57 15.     (N) 093 57 01.     (W)   SCALED    
 AH6978* NAVD 88 ORTHO HEIGHT -   413.811  (meters)    1357.64  (feet) ADJUSTED  
 AH6978  ______________________________________________________________________
 AH6978  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 AH6978  DYNAMIC HEIGHT  -        413.833 (meters)     1357.72  (feet) COMP
 AH6978  MODELED GRAVITY -    980,655.5   (mgal)                       NAVD 88
 AH6978
 AH6978  VERT ORDER      -  SECOND    CLASS I
 AH6978
 AH6978.The horizontal coordinates were scaled from a topographic map and have
 AH6978.an estimated accuracy of +/- 6 seconds.
 AH6978.
 AH6978.The orthometric height was determined by differential leveling and
 AH6978.adjusted in August 2006.
 AH6978
 AH6978.The dynamic height is computed by dividing the NAVD 88
 AH6978.geopotential number by the normal gravity value computed on the
 AH6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6978.degrees latitude (g = 980.6199 gals.).
 AH6978
 AH6978.The modeled gravity was interpolated from observed gravity values.
 AH6978
 AH6978;                    North         East    Units  Estimated Accuracy
 AH6978;SPC MN C     -   317,250.      822,820.      MT  (+/- 180 meters Scaled)
 AH6978
 AH6978                          SUPERSEDED SURVEY CONTROL
 AH6978
 AH6978  NAVD 88 (09/27/00)  413.810  (m)         1357.64   (f) SUPERSEDED  2 1
 AH6978
 AH6978.Superseded values are not recommended for survey control.
 AH6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6978.See file dsdata.txt to determine how the superseded data were derived.
 AH6978
 AH6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN276005(NAD 83)
 AH6978
 AH6978_MARKER: DD = SURVEY DISK
 AH6978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6978_STAMPING: 1103 L 1994
 AH6978_MARK LOGO: MNDT  
 AH6978_PROJECTION: FLUSH
 AH6978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6978+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6978_ROD/PIPE-DEPTH:  3.4 meters
 AH6978
 AH6978  HISTORY     - Date     Condition        Report By
 AH6978  HISTORY     - 1994     MONUMENTED       MNDT
 AH6978
 AH6978                          STATION DESCRIPTION
 AH6978
 AH6978'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6978'8 MI (12.9 KM) SOUTH OF REMER, 7.8 MI (12.6 KM) SOUTH ALONG TH 6 FROM
 AH6978'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 48.05, 102 FT (31.1 M) WSW
 AH6978'OF TH 6, 23 FT (7.0 M) NNW OF A GRAVEL RD, 69.4 FT (21.2 M) NW OF AN
 AH6978'UNDERGROUND POWER BOX, 43.0 FT (13.1 M) WSW OF A TEL CABLE PEDESTAL,
 AH6978'AND 1.5 FT (0.5 M) WSW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6979 ***********************************************************************
 AH6979  DESIGNATION -  1103 M
 AH6979  PID         -  AH6979
 AH6979  STATE/COUNTY-  MN/CASS
 AH6979  COUNTRY     -  US
 AH6979  USGS QUAD   -  THUNDER LAKE (1996)
 AH6979
 AH6979                         *CURRENT SURVEY CONTROL
 AH6979  ______________________________________________________________________
 AH6979* NAD 83(1986) POSITION- 46 58 03.     (N) 093 57 13.     (W)   SCALED    
 AH6979* NAVD 88 ORTHO HEIGHT -   429.640  (meters)    1409.58  (feet) ADJUSTED  
 AH6979  ______________________________________________________________________
 AH6979  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 AH6979  DYNAMIC HEIGHT  -        429.663 (meters)     1409.65  (feet) COMP
 AH6979  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 AH6979
 AH6979  VERT ORDER      -  SECOND    CLASS I
 AH6979
 AH6979.The horizontal coordinates were scaled from a topographic map and have
 AH6979.an estimated accuracy of +/- 6 seconds.
 AH6979.
 AH6979.The orthometric height was determined by differential leveling and
 AH6979.adjusted in August 2006.
 AH6979
 AH6979.The dynamic height is computed by dividing the NAVD 88
 AH6979.geopotential number by the normal gravity value computed on the
 AH6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6979.degrees latitude (g = 980.6199 gals.).
 AH6979
 AH6979.The modeled gravity was interpolated from observed gravity values.
 AH6979
 AH6979;                    North         East    Units  Estimated Accuracy
 AH6979;SPC MN C     -   318,730.      822,560.      MT  (+/- 180 meters Scaled)
 AH6979
 AH6979                          SUPERSEDED SURVEY CONTROL
 AH6979
 AH6979  NAVD 88 (09/27/00)  429.640  (m)         1409.58   (f) SUPERSEDED  2 1
 AH6979
 AH6979.Superseded values are not recommended for survey control.
 AH6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6979.See file dsdata.txt to determine how the superseded data were derived.
 AH6979
 AH6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN274019(NAD 83)
 AH6979
 AH6979_MARKER: DD = SURVEY DISK
 AH6979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6979_STAMPING: 1103 M 1994
 AH6979_MARK LOGO: MNDT  
 AH6979_PROJECTION: RECESSED 5 CENTIMETERS
 AH6979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6979+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6979_ROD/PIPE-DEPTH: 12.2 meters
 AH6979
 AH6979  HISTORY     - Date     Condition        Report By
 AH6979  HISTORY     - 1994     MONUMENTED       MNDT
 AH6979
 AH6979                          STATION DESCRIPTION
 AH6979
 AH6979'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6979'6.75 MI (10.86 KM) SOUTH OF REMER, 6.85 MI (11.02 KM) SOUTH ALONG TH 6
 AH6979'FROM JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 49, 58 FT (17.7 M)
 AH6979'EAST OF TH 6, 101.0 FT (30.8 M) SE OF A SIGN POST, 41.6 FT (12.7 M) NE
 AH6979'OF MP 49 SIGN POST, AND 1.4 FT (0.4 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6980 ***********************************************************************
 AH6980  DESIGNATION -  1103 N
 AH6980  PID         -  AH6980
 AH6980  STATE/COUNTY-  MN/CASS
 AH6980  COUNTRY     -  US
 AH6980  USGS QUAD   -  THUNDER LAKE (1996)
 AH6980
 AH6980                         *CURRENT SURVEY CONTROL
 AH6980  ______________________________________________________________________
 AH6980* NAD 83(1986) POSITION- 46 58 41.     (N) 093 57 46.     (W)   SCALED    
 AH6980* NAVD 88 ORTHO HEIGHT -   407.127  (meters)    1335.72  (feet) ADJUSTED  
 AH6980  ______________________________________________________________________
 AH6980  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 AH6980  DYNAMIC HEIGHT  -        407.148 (meters)     1335.78  (feet) COMP
 AH6980  MODELED GRAVITY -    980,654.8   (mgal)                       NAVD 88
 AH6980
 AH6980  VERT ORDER      -  SECOND    CLASS I
 AH6980
 AH6980.The horizontal coordinates were scaled from a topographic map and have
 AH6980.an estimated accuracy of +/- 6 seconds.
 AH6980.
 AH6980.The orthometric height was determined by differential leveling and
 AH6980.adjusted in August 2006.
 AH6980
 AH6980.The dynamic height is computed by dividing the NAVD 88
 AH6980.geopotential number by the normal gravity value computed on the
 AH6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6980.degrees latitude (g = 980.6199 gals.).
 AH6980
 AH6980.The modeled gravity was interpolated from observed gravity values.
 AH6980
 AH6980;                    North         East    Units  Estimated Accuracy
 AH6980;SPC MN C     -   319,900.      821,850.      MT  (+/- 180 meters Scaled)
 AH6980
 AH6980                          SUPERSEDED SURVEY CONTROL
 AH6980
 AH6980  NAVD 88 (09/27/00)  407.127  (m)         1335.72   (f) SUPERSEDED  2 1
 AH6980
 AH6980.Superseded values are not recommended for survey control.
 AH6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6980.See file dsdata.txt to determine how the superseded data were derived.
 AH6980
 AH6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN267031(NAD 83)
 AH6980
 AH6980_MARKER: DD = SURVEY DISK
 AH6980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6980_STAMPING: 1103 N 1994
 AH6980_MARK LOGO: MNDT  
 AH6980_PROJECTION: RECESSED 5 CENTIMETERS
 AH6980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6980+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6980_ROD/PIPE-DEPTH:  3.4 meters
 AH6980
 AH6980  HISTORY     - Date     Condition        Report By
 AH6980  HISTORY     - 1994     MONUMENTED       MNDT
 AH6980
 AH6980                          STATION DESCRIPTION
 AH6980
 AH6980'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6980'6 MI (9.7 KM) SOUTH OF REMER, 6.0 MI (9.7 KM) SOUTH ALONG TH 6 FROM
 AH6980'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 49.85, 156 FT (47.5 M)
 AH6980'WEST OF TH 6, 114 FT (34.7 M) ESE OF CO RD 7, 4.0 FT (1.2 M) NORTH OF
 AH6980'A HIGH TENSION P-POLE, AND 1.3 FT (0.4 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6981 ***********************************************************************
 AH6981  DESIGNATION -  1103 P
 AH6981  PID         -  AH6981
 AH6981  STATE/COUNTY-  MN/CASS
 AH6981  COUNTRY     -  US
 AH6981  USGS QUAD   -  THUNDER LAKE (1996)
 AH6981
 AH6981                         *CURRENT SURVEY CONTROL
 AH6981  ______________________________________________________________________
 AH6981* NAD 83(1986) POSITION- 46 59 38.     (N) 093 57 21.     (W)   SCALED    
 AH6981* NAVD 88 ORTHO HEIGHT -   400.079  (meters)    1312.59  (feet) ADJUSTED  
 AH6981  ______________________________________________________________________
 AH6981  GEOID HEIGHT    -        -28.65  (meters)                     GEOID09
 AH6981  DYNAMIC HEIGHT  -        400.100 (meters)     1312.66  (feet) COMP
 AH6981  MODELED GRAVITY -    980,655.6   (mgal)                       NAVD 88
 AH6981
 AH6981  VERT ORDER      -  SECOND    CLASS I
 AH6981
 AH6981.The horizontal coordinates were scaled from a topographic map and have
 AH6981.an estimated accuracy of +/- 6 seconds.
 AH6981.
 AH6981.The orthometric height was determined by differential leveling and
 AH6981.adjusted in August 2006.
 AH6981
 AH6981.The dynamic height is computed by dividing the NAVD 88
 AH6981.geopotential number by the normal gravity value computed on the
 AH6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6981.degrees latitude (g = 980.6199 gals.).
 AH6981
 AH6981.The modeled gravity was interpolated from observed gravity values.
 AH6981
 AH6981;                    North         East    Units  Estimated Accuracy
 AH6981;SPC MN C     -   321,660.      822,380.      MT  (+/- 180 meters Scaled)
 AH6981
 AH6981                          SUPERSEDED SURVEY CONTROL
 AH6981
 AH6981  NAVD 88 (09/27/00)  400.079  (m)         1312.59   (f) SUPERSEDED  2 1
 AH6981
 AH6981.Superseded values are not recommended for survey control.
 AH6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6981.See file dsdata.txt to determine how the superseded data were derived.
 AH6981
 AH6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN273049(NAD 83)
 AH6981
 AH6981_MARKER: DD = SURVEY DISK
 AH6981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6981_STAMPING: 1103 P 1994
 AH6981_MARK LOGO: MNDT  
 AH6981_PROJECTION: RECESSED 3 CENTIMETERS
 AH6981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6981+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6981_ROD/PIPE-DEPTH: 12.5 meters
 AH6981
 AH6981  HISTORY     - Date     Condition        Report By
 AH6981  HISTORY     - 1994     MONUMENTED       MNDT
 AH6981
 AH6981                          STATION DESCRIPTION
 AH6981
 AH6981'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6981'5 MI (8.0 KM) SOUTH OF REMER, 4.85 MI (7.81 KM) SOUTH ALONG TH 6 FROM
 AH6981'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 51, 82.5 FT (25.1 M) WEST
 AH6981'OF TH 6, 124.6 FT (38.0 M) NW OF MP 51 SIGN POST, 8 FT (2.4 M) WEST OF
 AH6981'A DIM TRACK RD, AND 1.6 FT (0.5 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6982 ***********************************************************************
 AH6982  DESIGNATION -  1103 Q
 AH6982  PID         -  AH6982
 AH6982  STATE/COUNTY-  MN/CASS
 AH6982  COUNTRY     -  US
 AH6982  USGS QUAD   -  REMER (1996)
 AH6982
 AH6982                         *CURRENT SURVEY CONTROL
 AH6982  ______________________________________________________________________
 AH6982* NAD 83(1986) POSITION- 47 00 26.     (N) 093 57 14.     (W)   SCALED    
 AH6982* NAVD 88 ORTHO HEIGHT -   399.397  (meters)    1310.36  (feet) ADJUSTED  
 AH6982  ______________________________________________________________________
 AH6982  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 AH6982  DYNAMIC HEIGHT  -        399.417 (meters)     1310.42  (feet) COMP
 AH6982  MODELED GRAVITY -    980,653.4   (mgal)                       NAVD 88
 AH6982
 AH6982  VERT ORDER      -  SECOND    CLASS I
 AH6982
 AH6982.The horizontal coordinates were scaled from a topographic map and have
 AH6982.an estimated accuracy of +/- 6 seconds.
 AH6982.
 AH6982.The orthometric height was determined by differential leveling and
 AH6982.adjusted in August 2006.
 AH6982
 AH6982.The dynamic height is computed by dividing the NAVD 88
 AH6982.geopotential number by the normal gravity value computed on the
 AH6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6982.degrees latitude (g = 980.6199 gals.).
 AH6982
 AH6982.The modeled gravity was interpolated from observed gravity values.
 AH6982
 AH6982;                    North         East    Units  Estimated Accuracy
 AH6982;SPC MN C     -   323,150.      822,520.      MT  (+/- 180 meters Scaled)
 AH6982
 AH6982                          SUPERSEDED SURVEY CONTROL
 AH6982
 AH6982  NAVD 88 (09/27/00)  399.397  (m)         1310.36   (f) SUPERSEDED  2 1
 AH6982
 AH6982.Superseded values are not recommended for survey control.
 AH6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6982.See file dsdata.txt to determine how the superseded data were derived.
 AH6982
 AH6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN274064(NAD 83)
 AH6982
 AH6982_MARKER: DD = SURVEY DISK
 AH6982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6982_STAMPING: 1103 Q 1994
 AH6982_MARK LOGO: MNDT  
 AH6982_PROJECTION: RECESSED 3 CENTIMETERS
 AH6982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6982+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6982_ROD/PIPE-DEPTH: 29.0 meters
 AH6982
 AH6982  HISTORY     - Date     Condition        Report By
 AH6982  HISTORY     - 1994     MONUMENTED       MNDT
 AH6982
 AH6982                          STATION DESCRIPTION
 AH6982
 AH6982'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6982'4 MI (6.4 KM) SOUTH OF REMER, 3.9 MI (6.3 KM) SOUTH ALONG TH 6 FROM
 AH6982'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 51.95, 97.5 FT (29.7 M)
 AH6982'ESE OF TH 6, 13 FT (4.0 M) ESE OF A DIM RD, 2.5 FT (0.8 M) SOUTH OF
 AH6982'THE BRDG OUT SIGN POST, AND 1.4 FT (0.4 M) NNE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6983 ***********************************************************************
 AH6983  DESIGNATION -  1103 R
 AH6983  PID         -  AH6983
 AH6983  STATE/COUNTY-  MN/CASS
 AH6983  COUNTRY     -  US
 AH6983  USGS QUAD   -  REMER (1996)
 AH6983
 AH6983                         *CURRENT SURVEY CONTROL
 AH6983  ______________________________________________________________________
 AH6983* NAD 83(1986) POSITION- 47 01 05.     (N) 093 56 40.     (W)   SCALED    
 AH6983* NAVD 88 ORTHO HEIGHT -   403.647  (meters)    1324.30  (feet) ADJUSTED  
 AH6983  ______________________________________________________________________
 AH6983  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 AH6983  DYNAMIC HEIGHT  -        403.668 (meters)     1324.37  (feet) COMP
 AH6983  MODELED GRAVITY -    980,654.5   (mgal)                       NAVD 88
 AH6983
 AH6983  VERT ORDER      -  SECOND    CLASS I
 AH6983
 AH6983.The horizontal coordinates were scaled from a topographic map and have
 AH6983.an estimated accuracy of +/- 6 seconds.
 AH6983.
 AH6983.The orthometric height was determined by differential leveling and
 AH6983.adjusted in August 2006.
 AH6983
 AH6983.The dynamic height is computed by dividing the NAVD 88
 AH6983.geopotential number by the normal gravity value computed on the
 AH6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6983.degrees latitude (g = 980.6199 gals.).
 AH6983
 AH6983.The modeled gravity was interpolated from observed gravity values.
 AH6983
 AH6983;                    North         East    Units  Estimated Accuracy
 AH6983;SPC MN C     -   324,350.      823,230.      MT  (+/- 180 meters Scaled)
 AH6983
 AH6983                          SUPERSEDED SURVEY CONTROL
 AH6983
 AH6983  NAVD 88 (09/27/00)  403.647  (m)         1324.30   (f) SUPERSEDED  2 1
 AH6983
 AH6983.Superseded values are not recommended for survey control.
 AH6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6983.See file dsdata.txt to determine how the superseded data were derived.
 AH6983
 AH6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN282076(NAD 83)
 AH6983
 AH6983_MARKER: DD = SURVEY DISK
 AH6983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6983_STAMPING: 1103 R 1994
 AH6983_MARK LOGO: MNDT  
 AH6983_PROJECTION: FLUSH
 AH6983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6983+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6983_ROD/PIPE-DEPTH:  9.8 meters
 AH6983
 AH6983  HISTORY     - Date     Condition        Report By
 AH6983  HISTORY     - 1994     MONUMENTED       MNDT
 AH6983
 AH6983                          STATION DESCRIPTION
 AH6983
 AH6983'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6983'3 MI (4.8 KM) SOUTH OF REMER, 3.0 MI (4.8 KM) SOUTH ALONG TH 6 FROM
 AH6983'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 52.85, ABOUT 490 FT (149.4
 AH6983'M) NW OF TH 6 ALONG GRAVEL RD, 58.5 FT (17.8 M) EAST OF A GRAVEL RD,
 AH6983'2.6 FT (0.8 M) SSW OF A HIGH TENSION P-POLE, AND 1.4 FT (0.4 M) EAST
 AH6983'OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6984 ***********************************************************************
 AH6984  DESIGNATION -  1103 S
 AH6984  PID         -  AH6984
 AH6984  STATE/COUNTY-  MN/CASS
 AH6984  COUNTRY     -  US
 AH6984  USGS QUAD   -  REMER (1996)
 AH6984
 AH6984                         *CURRENT SURVEY CONTROL
 AH6984  ______________________________________________________________________
 AH6984* NAD 83(1986) POSITION- 47 02 13.     (N) 093 55 24.     (W)   SCALED    
 AH6984* NAVD 88 ORTHO HEIGHT -   405.397  (meters)    1330.04  (feet) ADJUSTED  
 AH6984  ______________________________________________________________________
 AH6984  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 AH6984  DYNAMIC HEIGHT  -        405.419 (meters)     1330.11  (feet) COMP
 AH6984  MODELED GRAVITY -    980,656.6   (mgal)                       NAVD 88
 AH6984
 AH6984  VERT ORDER      -  SECOND    CLASS I
 AH6984
 AH6984.The horizontal coordinates were scaled from a topographic map and have
 AH6984.an estimated accuracy of +/- 6 seconds.
 AH6984.
 AH6984.The orthometric height was determined by differential leveling and
 AH6984.adjusted in August 2006.
 AH6984
 AH6984.The dynamic height is computed by dividing the NAVD 88
 AH6984.geopotential number by the normal gravity value computed on the
 AH6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6984.degrees latitude (g = 980.6199 gals.).
 AH6984
 AH6984.The modeled gravity was interpolated from observed gravity values.
 AH6984
 AH6984;                    North         East    Units  Estimated Accuracy
 AH6984;SPC MN C     -   326,460.      824,830.      MT  (+/- 180 meters Scaled)
 AH6984
 AH6984                          SUPERSEDED SURVEY CONTROL
 AH6984
 AH6984  NAVD 88 (09/27/00)  405.397  (m)         1330.04   (f) SUPERSEDED  2 1
 AH6984
 AH6984.Superseded values are not recommended for survey control.
 AH6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6984.See file dsdata.txt to determine how the superseded data were derived.
 AH6984
 AH6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN298096(NAD 83)
 AH6984
 AH6984_MARKER: DD = SURVEY DISK
 AH6984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6984_STAMPING: 1103 S 1994
 AH6984_MARK LOGO: MNDT  
 AH6984_PROJECTION: FLUSH
 AH6984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6984+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6984_ROD/PIPE-DEPTH: 18.0 meters
 AH6984
 AH6984  HISTORY     - Date     Condition        Report By
 AH6984  HISTORY     - 1994     MONUMENTED       MNDT
 AH6984
 AH6984                          STATION DESCRIPTION
 AH6984
 AH6984'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6984'1.5 MI (2.4 KM) SOUTH OF REMER, 1.4 MI (2.3 KM) SOUTH ALONG TH 6 FROM
 AH6984'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 54.4, ABOUT 170 FT (51.8
 AH6984'M) ESE OF TH 6, 30 FT (9.1 M) WEST 0F TWP RD, 50 FT (15.2 M) SOUTH OF
 AH6984'A GRAVEL RD, 70.5 FT (21.5 M) WSW OF A FENCE COR, 2.8 FT (0.9 M) NORTH
 AH6984'OF A P-POLE, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6985 ***********************************************************************
 AH6985  DESIGNATION -  1103 T
 AH6985  PID         -  AH6985
 AH6985  STATE/COUNTY-  MN/CASS
 AH6985  COUNTRY     -  US
 AH6985  USGS QUAD   -  REMER (1996)
 AH6985
 AH6985                         *CURRENT SURVEY CONTROL
 AH6985  ______________________________________________________________________
 AH6985* NAD 83(2007) POSITION- 47 02 48.72278(N) 093 55 25.76995(W)   ADJUSTED  
 AH6985* NAD 83(2007) ELLIP HT-   379.589 (meters)        (02/10/07)   ADJUSTED
 AH6985* NAD 83(2007) EPOCH   -  2002.00
 AH6985* NAVD 88 ORTHO HEIGHT -   408.345  (meters)    1339.71  (feet) ADJUSTED  
 AH6985  ______________________________________________________________________
 AH6985  NAD 83(2007) X  -   -297,954.049 (meters)                     COMP
 AH6985  NAD 83(2007) Y  - -4,343,927.844 (meters)                     COMP
 AH6985  NAD 83(2007) Z  -  4,645,594.481 (meters)                     COMP
 AH6985  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 AH6985  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 AH6985  DYNAMIC HEIGHT  -        408.367 (meters)     1339.78  (feet) COMP
 AH6985  MODELED GRAVITY -    980,657.4   (mgal)                       NAVD 88
 AH6985
 AH6985  VERT ORDER      -  SECOND    CLASS I
 AH6985
 AH6985  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH6985  Type                                         Horiz  Ellip  Dist(km)
 AH6985  -------------------------------------------------------------------
 AH6985  NETWORK                                       0.93   0.67
 AH6985  -------------------------------------------------------------------
 AH6985  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.92   0.57      2.27
 AH6985  -------------------------------------------------------------------
 AH6985  NOTE: Click here for information on individual local accuracy
 AH6985  values and other accuracy information.
 AH6985
 AH6985
 AH6985.The horizontal coordinates were established by GPS observations
 AH6985.and adjusted by the National Geodetic Survey in February 2007.
 AH6985
 AH6985.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH6985.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH6985
 AH6985.The horizontal coordinates are valid at the epoch date displayed above
 AH6985.which is a decimal equivalence of Year/Month/Day.
 AH6985
 AH6985.The orthometric height was determined by differential leveling and
 AH6985.adjusted in August 2006.
 AH6985
 AH6985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6985
 AH6985.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH6985
 AH6985.The ellipsoidal height was determined by GPS observations
 AH6985.and is referenced to NAD 83.
 AH6985
 AH6985.The dynamic height is computed by dividing the NAVD 88
 AH6985.geopotential number by the normal gravity value computed on the
 AH6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6985.degrees latitude (g = 980.6199 gals.).
 AH6985
 AH6985.The modeled gravity was interpolated from observed gravity values.
 AH6985
 AH6985. The following values were computed from the NAD 83(2007) position.
 AH6985
 AH6985;                    North         East     Units Scale Factor Converg.
 AH6985;SPC MN C     -   327,561.575   824,785.778   MT  0.99999932   +0 14 09.4
 AH6985;SPC MN C     - 1,074,674.93  2,705,984.67   sFT  0.99999932   +0 14 09.4
 AH6985;UTM  15      - 5,210,786.418   429,827.326   MT  0.99966052   -0 40 34.3
 AH6985
 AH6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6985!SPC MN C     -   0.99994050  x   0.99999932  =   0.99993982
 AH6985!UTM  15      -   0.99994050  x   0.99966052  =   0.99960104
 AH6985
 AH6985                          SUPERSEDED SURVEY CONTROL
 AH6985
 AH6985  NAD 83(1996)-  47 02 48.72248(N)    093 55 25.76992(W) AD(       ) 1
 AH6985  ELLIP H (12/27/02)  379.602  (m)                       GP(       ) 4 1
 AH6985  NAVD 88 (12/27/02)  408.35   (m)         1339.7    (f) LEVELING    3  
 AH6985  NAVD 88 (09/27/00)  408.345  (m)         1339.71   (f) SUPERSEDED  2 1
 AH6985
 AH6985.Superseded values are not recommended for survey control.
 AH6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6985.See file dsdata.txt to determine how the superseded data were derived.
 AH6985
 AH6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2982710786(NAD 83)
 AH6985
 AH6985_MARKER: DD = SURVEY DISK
 AH6985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6985_STAMPING: 1103 T 1994
 AH6985_MARK LOGO: MNDT  
 AH6985_PROJECTION: RECESSED 5 CENTIMETERS
 AH6985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6985+SATELLITE: SATELLITE OBSERVATIONS - October 05, 1999
 AH6985_ROD/PIPE-DEPTH: 15.2 meters
 AH6985
 AH6985  HISTORY     - Date     Condition        Report By
 AH6985  HISTORY     - 1994     MONUMENTED       MNDT
 AH6985  HISTORY     - 19991005 GOOD             MNDT
 AH6985
 AH6985                          STATION DESCRIPTION
 AH6985
 AH6985'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6985'1 MI (1.6 KM) SOUTH OF REMER, 0.8 MI (1.3 KM) SOUTH ALONG TH 6 FROM
 AH6985'JCT OF TH 6 AND TH 200 IN REMER, AT TH 6 MP 55.1, 100 WEST OF TH 6,
 AH6985'101.8 FT (31.0 M) SW OF TEL CABLE PEDESTAL NO D 105 6 010, 14 FT (4.3
 AH6985'M) SOUTH OF A FIELD RD, 2.4 FT (0.7 M) SOUTH OF A P-POLE, AND 1.6 FT
 AH6985'(0.5 M) SOUTH OF A WIT POST.
 AH6985
 AH6985                          STATION RECOVERY (1999)
 AH6985
 AH6985'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AH6985'MARK WAS RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 AH6985'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6176 ***********************************************************************
 DE6176  DESIGNATION -  1105 A
 DE6176  PID         -  DE6176
 DE6176  STATE/COUNTY-  MN/CASS
 DE6176  COUNTRY     -  US
 DE6176  USGS QUAD   -  WALKER (1996)
 DE6176
 DE6176                         *CURRENT SURVEY CONTROL
 DE6176  ______________________________________________________________________
 DE6176* NAD 83(2007) POSITION- 47 05 15.70624(N) 094 35 12.36785(W)   ADJUSTED  
 DE6176* NAD 83(2007) ELLIP HT-   385.354 (meters)        (02/10/07)   ADJUSTED
 DE6176* NAD 83(2007) EPOCH   -  2002.00
 DE6176* NAVD 88 ORTHO HEIGHT -   413.062  (meters)    1355.19  (feet) ADJUSTED  
 DE6176  ______________________________________________________________________
 DE6176  NAD 83(2007) X  -   -347,929.172 (meters)                     COMP
 DE6176  NAD 83(2007) Y  - -4,336,880.751 (meters)                     COMP
 DE6176  NAD 83(2007) Z  -  4,648,690.590 (meters)                     COMP
 DE6176  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC09
 DE6176  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DE6176  DYNAMIC HEIGHT  -        413.106 (meters)     1355.33  (feet) COMP
 DE6176  MODELED GRAVITY -    980,706.0   (mgal)                       NAVD 88
 DE6176
 DE6176  VERT ORDER      -  SECOND    CLASS I
 DE6176
 DE6176  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6176  Type                                         Horiz  Ellip  Dist(km)
 DE6176  -------------------------------------------------------------------
 DE6176  NETWORK                                       0.50   0.45
 DE6176  -------------------------------------------------------------------
 DE6176  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.41   0.35      2.21
 DE6176  -------------------------------------------------------------------
 DE6176  NOTE: Click here for information on individual local accuracy
 DE6176  values and other accuracy information.
 DE6176
 DE6176
 DE6176.The horizontal coordinates were established by GPS observations
 DE6176.and adjusted by the National Geodetic Survey in February 2007.
 DE6176
 DE6176.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6176.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6176
 DE6176.The horizontal coordinates are valid at the epoch date displayed above
 DE6176.which is a decimal equivalence of Year/Month/Day.
 DE6176
 DE6176.The orthometric height was determined by differential leveling and
 DE6176.adjusted in August 2002.
 DE6176
 DE6176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6176
 DE6176.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6176
 DE6176.The ellipsoidal height was determined by GPS observations
 DE6176.and is referenced to NAD 83.
 DE6176
 DE6176.The dynamic height is computed by dividing the NAVD 88
 DE6176.geopotential number by the normal gravity value computed on the
 DE6176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6176.degrees latitude (g = 980.6199 gals.).
 DE6176
 DE6176.The modeled gravity was interpolated from observed gravity values.
 DE6176
 DE6176. The following values were computed from the NAD 83(2007) position.
 DE6176
 DE6176;                    North         East     Units Scale Factor Converg.
 DE6176;SPC MN C     -   332,103.939   774,428.509   MT  1.00000846   -0 14 37.0
 DE6176;SPC MN C     - 1,089,577.67  2,540,770.87   sFT  1.00000846   -0 14 37.0
 DE6176;UTM  15      - 5,216,131.115   379,563.613   MT  0.99977827   -1 09 44.2
 DE6176
 DE6176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6176!SPC MN C     -   0.99993960  x   1.00000846  =   0.99994806
 DE6176!UTM  15      -   0.99993960  x   0.99977827  =   0.99971788
 DE6176
 DE6176:                Primary Azimuth Mark                     Grid Az
 DE6176:SPC MN C     -  1105 B                                   192 40 47.9
 DE6176:UTM  15      -  1105 B                                   193 35 55.1
 DE6176
 DE6176|---------------------------------------------------------------------|
 DE6176| PID    Reference Object                     Distance      Geod. Az  |
 DE6176|                                                           dddmmss.s |
 DE6176| DE6177 1105 B                              APPROX. 1.2 KM 1922610.9 |
 DE6176|---------------------------------------------------------------------|
 DE6176
 DE6176                          SUPERSEDED SURVEY CONTROL
 DE6176
 DE6176  NAD 83(1996)-  47 05 15.70569(N)    094 35 12.36821(W) AD(       ) 1
 DE6176  ELLIP H (10/21/02)  385.368  (m)                       GP(       ) 3 2
 DE6176  NAD 83(1996)-  47 05 15.70603(N)    094 35 12.36708(W) AD(       ) 1
 DE6176  ELLIP H (09/24/02)  385.366  (m)                       GP(       ) 4 1
 DE6176  NAVD 88 (09/24/02)  413.07   (m)         1355.2    (f) LEVELING    3  
 DE6176
 DE6176.Superseded values are not recommended for survey control.
 DE6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6176.See file dsdata.txt to determine how the superseded data were derived.
 DE6176
 DE6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7956316131(NAD 83)
 DE6176
 DE6176_MARKER: DD = SURVEY DISK
 DE6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6176_STAMPING: 1105 A 1998
 DE6176_MARK LOGO: MNDT  
 DE6176_PROJECTION: FLUSH
 DE6176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6176+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DE6176_ROD/PIPE-DEPTH: 16.8 meters
 DE6176
 DE6176  HISTORY     - Date     Condition        Report By
 DE6176  HISTORY     - 1998     MONUMENTED       MNDT
 DE6176  HISTORY     - 19980906 GOOD             MNDT
 DE6176  HISTORY     - 20000401 GOOD             MNDT
 DE6176
 DE6176                          STATION DESCRIPTION
 DE6176
 DE6176'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6176'1 MI (1.6 KM) SOUTH OF WALKER, 1.0 MI (1.6 KM) SOUTH ALONG TH 34 FROM
 DE6176'NE JCT OF TH 34 AND TH 371 IN WALKER, AT TH 34 MP 102.2, 94 FT (28.7
 DE6176'M) EAST OF TH 34, 61 FT (18.6 M) SOUTH OF DRIVEWAY, 77.5 FT (23.6 M)
 DE6176'NORTH OF R/W POST, 124.2 FT (37.9 M) NNE OF P-POLE, 3.4 FT (1.0 M)
 DE6176'WEST OF WIT POST.
 DE6176
 DE6176                          STATION RECOVERY (1998)
 DE6176
 DE6176'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6176'THE MARK IS LOCATED 1.0 MI (1.6 KM) SOUTH ALONG TH 34 FROM NE JCT OF
 DE6176'TH 371 IN WALKER, AT TH 34 MP 102.2, 94 FT (28.7 M) EAST OF TH 34, 61
 DE6176'FT (18.6 M) SOUTH OF DRIVEWAY, 77.5 FT (23.6 M) NORTH OF R/W POST,
 DE6176'124.2 FT (37.9 M) NNE OF P-POLE AND 3.4 FT (1.0 M) WEST OF WIT POST.
 DE6176
 DE6176                          STATION RECOVERY (2000)
 DE6176
 DE6176'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE6176'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6177 ***********************************************************************
 DE6177  DESIGNATION -  1105 B
 DE6177  PID         -  DE6177
 DE6177  STATE/COUNTY-  MN/CASS
 DE6177  COUNTRY     -  US
 DE6177  USGS QUAD   -  WALKER (1996)
 DE6177
 DE6177                         *CURRENT SURVEY CONTROL
 DE6177  ______________________________________________________________________
 DE6177* NAD 83(2007) POSITION- 47 04 36.47296(N) 094 35 25.03289(W)   ADJUSTED  
 DE6177* NAD 83(2007) ELLIP HT-   408.278 (meters)        (02/10/07)   ADJUSTED
 DE6177* NAD 83(2007) EPOCH   -  2002.00
 DE6177* NAVD 88 ORTHO HEIGHT -   435.974  (meters)    1430.36  (feet) ADJUSTED  
 DE6177  ______________________________________________________________________
 DE6177  NAD 83(2007) X  -   -348,267.726 (meters)                     COMP
 DE6177  NAD 83(2007) Y  - -4,337,759.421 (meters)                     COMP
 DE6177  NAD 83(2007) Z  -  4,647,882.310 (meters)                     COMP
 DE6177  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC09
 DE6177  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DE6177  DYNAMIC HEIGHT  -        436.019 (meters)     1430.51  (feet) COMP
 DE6177  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 DE6177
 DE6177  VERT ORDER      -  SECOND    CLASS I
 DE6177
 DE6177  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6177  Type                                         Horiz  Ellip  Dist(km)
 DE6177  -------------------------------------------------------------------
 DE6177  NETWORK                                       0.57   0.47
 DE6177  -------------------------------------------------------------------
 DE6177  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.47   0.31      2.11
 DE6177  -------------------------------------------------------------------
 DE6177  NOTE: Click here for information on individual local accuracy
 DE6177  values and other accuracy information.
 DE6177
 DE6177
 DE6177.The horizontal coordinates were established by GPS observations
 DE6177.and adjusted by the National Geodetic Survey in February 2007.
 DE6177
 DE6177.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6177.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6177
 DE6177.The horizontal coordinates are valid at the epoch date displayed above
 DE6177.which is a decimal equivalence of Year/Month/Day.
 DE6177
 DE6177.The orthometric height was determined by differential leveling and
 DE6177.adjusted in August 2002.
 DE6177
 DE6177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6177
 DE6177.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6177
 DE6177.The ellipsoidal height was determined by GPS observations
 DE6177.and is referenced to NAD 83.
 DE6177
 DE6177.The dynamic height is computed by dividing the NAVD 88
 DE6177.geopotential number by the normal gravity value computed on the
 DE6177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6177.degrees latitude (g = 980.6199 gals.).
 DE6177
 DE6177.The modeled gravity was interpolated from observed gravity values.
 DE6177
 DE6177. The following values were computed from the NAD 83(2007) position.
 DE6177
 DE6177;                    North         East     Units Scale Factor Converg.
 DE6177;SPC MN C     -   330,893.512   774,156.172   MT  1.00000597   -0 14 46.2
 DE6177;SPC MN C     - 1,085,606.46  2,539,877.37   sFT  1.00000597   -0 14 46.2
 DE6177;UTM  15      - 5,214,925.484   379,271.973   MT  0.99977913   -1 09 52.8
 DE6177
 DE6177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6177!SPC MN C     -   0.99993601  x   1.00000597  =   0.99994198
 DE6177!UTM  15      -   0.99993601  x   0.99977913  =   0.99971515
 DE6177
 DE6177:                Primary Azimuth Mark                     Grid Az
 DE6177:SPC MN C     -  1105 A                                   012 40 47.8
 DE6177:UTM  15      -  1105 A                                   013 35 54.4
 DE6177
 DE6177|---------------------------------------------------------------------|
 DE6177| PID    Reference Object                     Distance      Geod. Az  |
 DE6177|                                                           dddmmss.s |
 DE6177| DE6176 1105 A                              APPROX. 1.2 KM 0122601.6 |
 DE6177|---------------------------------------------------------------------|
 DE6177
 DE6177                          SUPERSEDED SURVEY CONTROL
 DE6177
 DE6177  NAD 83(1996)-  47 04 36.47279(N)    094 35 25.03242(W) AD(       ) 1
 DE6177  ELLIP H (09/24/02)  408.292  (m)                       GP(       ) 4 1
 DE6177  NAVD 88 (09/24/02)  435.98   (m)         1430.4    (f) LEVELING    3  
 DE6177
 DE6177.Superseded values are not recommended for survey control.
 DE6177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6177.See file dsdata.txt to determine how the superseded data were derived.
 DE6177
 DE6177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7927114925(NAD 83)
 DE6177
 DE6177_MARKER: DD = SURVEY DISK
 DE6177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6177_STAMPING: 1105 B 1998
 DE6177_MARK LOGO: MNDT  
 DE6177_PROJECTION: RECESSED 3 CENTIMETERS
 DE6177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6177+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6177_ROD/PIPE-DEPTH: 10.7 meters
 DE6177
 DE6177  HISTORY     - Date     Condition        Report By
 DE6177  HISTORY     - 1998     MONUMENTED       MNDT
 DE6177  HISTORY     - 1998     GOOD             MNDT
 DE6177
 DE6177                          STATION DESCRIPTION
 DE6177
 DE6177'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6177'1.7 MI (2.7 KM) SOUTH OF WALKER, 1.7 MI (2.7 KM) SOUTH ALONG TH 34
 DE6177'FROM NE JCT OF TH 34 AND TH 371 IN WALKER, AT TH 34 MP 101.5, 97.5 FT
 DE6177'(29.7 M) ESE OF TH 34, 2.7 FT (0.8 M) WNW OF R/W POST, 2.7 FT (0.8 M)
 DE6177'WNW OF WIT POST.
 DE6177
 DE6177                          STATION RECOVERY (1998)
 DE6177
 DE6177'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6177'THE MARK IS LOCATED 1.7 MI (2.7 KM) SOUTH ALONG TH 34 FROM NE JCT OF
 DE6177'TH 371 IN WALKER, AT TH 34 MP 101.5, 97.5 FT (29.7 M) ESE OF TH 34,
 DE6177'2.7 FT (0.8 M) WNW OF R/W POST AND 2.7 FT (0.8 M) WNW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6178 ***********************************************************************
 DE6178  DESIGNATION -  1105 C
 DE6178  PID         -  DE6178
 DE6178  STATE/COUNTY-  MN/CASS
 DE6178  COUNTRY     -  US
 DE6178  USGS QUAD   -  WALKER (1996)
 DE6178
 DE6178                         *CURRENT SURVEY CONTROL
 DE6178  ______________________________________________________________________
 DE6178* NAD 83(2007) POSITION- 47 03 10.98137(N) 094 36 24.01235(W)   ADJUSTED  
 DE6178* NAD 83(2007) ELLIP HT-   389.244 (meters)        (02/10/07)   ADJUSTED
 DE6178* NAD 83(2007) EPOCH   -  2002.00
 DE6178* NAVD 88 ORTHO HEIGHT -   416.901  (meters)    1367.78  (feet) ADJUSTED  
 DE6178  ______________________________________________________________________
 DE6178  NAD 83(2007) X  -   -349,662.259 (meters)                     COMP
 DE6178  NAD 83(2007) Y  - -4,339,573.483 (meters)                     COMP
 DE6178  NAD 83(2007) Z  -  4,646,069.922 (meters)                     COMP
 DE6178  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC09
 DE6178  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DE6178  DYNAMIC HEIGHT  -        416.943 (meters)     1367.92  (feet) COMP
 DE6178  MODELED GRAVITY -    980,700.5   (mgal)                       NAVD 88
 DE6178
 DE6178  VERT ORDER      -  SECOND    CLASS I
 DE6178
 DE6178  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6178  Type                                         Horiz  Ellip  Dist(km)
 DE6178  -------------------------------------------------------------------
 DE6178  NETWORK                                       0.77   0.57
 DE6178  -------------------------------------------------------------------
 DE6178  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.70   0.43      2.92
 DE6178  -------------------------------------------------------------------
 DE6178  NOTE: Click here for information on individual local accuracy
 DE6178  values and other accuracy information.
 DE6178
 DE6178
 DE6178.The horizontal coordinates were established by GPS observations
 DE6178.and adjusted by the National Geodetic Survey in February 2007.
 DE6178
 DE6178.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6178.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6178
 DE6178.The horizontal coordinates are valid at the epoch date displayed above
 DE6178.which is a decimal equivalence of Year/Month/Day.
 DE6178
 DE6178.The orthometric height was determined by differential leveling and
 DE6178.adjusted in August 2002.
 DE6178
 DE6178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6178
 DE6178.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6178
 DE6178.The ellipsoidal height was determined by GPS observations
 DE6178.and is referenced to NAD 83.
 DE6178
 DE6178.The dynamic height is computed by dividing the NAVD 88
 DE6178.geopotential number by the normal gravity value computed on the
 DE6178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6178.degrees latitude (g = 980.6199 gals.).
 DE6178
 DE6178.The modeled gravity was interpolated from observed gravity values.
 DE6178
 DE6178. The following values were computed from the NAD 83(2007) position.
 DE6178
 DE6178;                    North         East     Units Scale Factor Converg.
 DE6178;SPC MN C     -   328,258.926   772,900.035   MT  1.00000067   -0 15 28.8
 DE6178;SPC MN C     - 1,076,962.83  2,535,756.20   sFT  1.00000067   -0 15 28.8
 DE6178;UTM  15      - 5,212,311.951   377,974.060   MT  0.99978301   -1 10 34.3
 DE6178
 DE6178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6178!SPC MN C     -   0.99993899  x   1.00000067  =   0.99993966
 DE6178!UTM  15      -   0.99993899  x   0.99978301  =   0.99972201
 DE6178
 DE6178                          SUPERSEDED SURVEY CONTROL
 DE6178
 DE6178  NAD 83(1996)-  47 03 10.98122(N)    094 36 24.01193(W) AD(       ) 1
 DE6178  ELLIP H (09/24/02)  389.258  (m)                       GP(       ) 4 1
 DE6178  NAVD 88 (09/24/02)  416.91   (m)         1367.8    (f) LEVELING    3  
 DE6178
 DE6178.Superseded values are not recommended for survey control.
 DE6178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6178.See file dsdata.txt to determine how the superseded data were derived.
 DE6178
 DE6178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7797412311(NAD 83)
 DE6178
 DE6178_MARKER: DD = SURVEY DISK
 DE6178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6178_STAMPING: 1105 C 1998
 DE6178_MARK LOGO: MNDT  
 DE6178_PROJECTION: RECESSED 8 CENTIMETERS
 DE6178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6178+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6178_ROD/PIPE-DEPTH:  6.1 meters
 DE6178
 DE6178  HISTORY     - Date     Condition        Report By
 DE6178  HISTORY     - 1998     MONUMENTED       MNDT
 DE6178  HISTORY     - 1998     GOOD             MNDT
 DE6178
 DE6178                          STATION DESCRIPTION
 DE6178
 DE6178'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6178'3.5 MI (5.6 KM) SSW OF WALKER, 3.55 MI (5.71 KM) SSW ALONG TH 34 FROM
 DE6178'NE JCT OF TH 34 AND TH 371 IN WALKER, AT TH 34 MP 99.65, 59.5 FT (18.1
 DE6178'M) SE OF TH 34, 183.5 FT (55.9 M) SW OF CABLE MARKER, 3.5 FT (1.1 M)
 DE6178'SW OF WIT POST.
 DE6178
 DE6178                          STATION RECOVERY (1998)
 DE6178
 DE6178'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6178'THE MARK IS LOCATED 3.55 MI (5.71 KM) SSW ALONG TH 34 FROM NE JCT OF
 DE6178'TH 371 IN WALKER, AT TH 34 MP 99.65, 59.5 FT (18.1 M) SE OF TH 34,
 DE6178'183.5 FT (55.9 M) SW OF CABLE MARKER AND 3.5 FT (1.1 M) SW OF WIT
 DE6178'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6179 ***********************************************************************
 DE6179  DESIGNATION -  1105 D
 DE6179  PID         -  DE6179
 DE6179  STATE/COUNTY-  MN/CASS
 DE6179  COUNTRY     -  US
 DE6179  USGS QUAD   -  WALKER (1996)
 DE6179
 DE6179                         *CURRENT SURVEY CONTROL
 DE6179  ______________________________________________________________________
 DE6179* NAD 83(2007) POSITION- 47 02 50.36392(N) 094 37 23.54457(W)   ADJUSTED  
 DE6179* NAD 83(2007) ELLIP HT-   379.432 (meters)        (02/10/07)   ADJUSTED
 DE6179* NAD 83(2007) EPOCH   -  2002.00
 DE6179* NAVD 88 ORTHO HEIGHT -   407.057  (meters)    1335.49  (feet) ADJUSTED  
 DE6179  ______________________________________________________________________
 DE6179  NAD 83(2007) X  -   -350,951.760 (meters)                     COMP
 DE6179  NAD 83(2007) Y  - -4,339,930.255 (meters)                     COMP
 DE6179  NAD 83(2007) Z  -  4,645,628.901 (meters)                     COMP
 DE6179  LAPLACE CORR    -         -3.72  (seconds)                    DEFLEC09
 DE6179  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DE6179  DYNAMIC HEIGHT  -        407.098 (meters)     1335.62  (feet) COMP
 DE6179  MODELED GRAVITY -    980,700.9   (mgal)                       NAVD 88
 DE6179
 DE6179  VERT ORDER      -  SECOND    CLASS I
 DE6179
 DE6179  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6179  Type                                         Horiz  Ellip  Dist(km)
 DE6179  -------------------------------------------------------------------
 DE6179  NETWORK                                       0.91   0.63
 DE6179  -------------------------------------------------------------------
 DE6179  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.78   0.51      2.64
 DE6179  -------------------------------------------------------------------
 DE6179  NOTE: Click here for information on individual local accuracy
 DE6179  values and other accuracy information.
 DE6179
 DE6179
 DE6179.The horizontal coordinates were established by GPS observations
 DE6179.and adjusted by the National Geodetic Survey in February 2007.
 DE6179
 DE6179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6179.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6179
 DE6179.The horizontal coordinates are valid at the epoch date displayed above
 DE6179.which is a decimal equivalence of Year/Month/Day.
 DE6179
 DE6179.The orthometric height was determined by differential leveling and
 DE6179.adjusted in August 2002.
 DE6179
 DE6179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6179
 DE6179.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6179
 DE6179.The ellipsoidal height was determined by GPS observations
 DE6179.and is referenced to NAD 83.
 DE6179
 DE6179.The dynamic height is computed by dividing the NAVD 88
 DE6179.geopotential number by the normal gravity value computed on the
 DE6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6179.degrees latitude (g = 980.6199 gals.).
 DE6179
 DE6179.The modeled gravity was interpolated from observed gravity values.
 DE6179
 DE6179. The following values were computed from the NAD 83(2007) position.
 DE6179
 DE6179;                    North         East     Units Scale Factor Converg.
 DE6179;SPC MN C     -   327,628.034   771,640.576   MT  0.99999942   -0 16 11.9
 DE6179;SPC MN C     - 1,074,892.97  2,531,624.12   sFT  0.99999942   -0 16 11.9
 DE6179;UTM  15      - 5,211,701.453   376,704.925   MT  0.99978683   -1 11 17.5
 DE6179
 DE6179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6179!SPC MN C     -   0.99994053  x   0.99999942  =   0.99993995
 DE6179!UTM  15      -   0.99994053  x   0.99978683  =   0.99972737
 DE6179
 DE6179                          SUPERSEDED SURVEY CONTROL
 DE6179
 DE6179  NAD 83(1996)-  47 02 50.36369(N)    094 37 23.54408(W) AD(       ) 1
 DE6179  ELLIP H (09/24/02)  379.443  (m)                       GP(       ) 4 1
 DE6179  NAVD 88 (09/24/02)  407.07   (m)         1335.5    (f) LEVELING    3  
 DE6179
 DE6179.Superseded values are not recommended for survey control.
 DE6179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6179.See file dsdata.txt to determine how the superseded data were derived.
 DE6179
 DE6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7670411701(NAD 83)
 DE6179
 DE6179_MARKER: DD = SURVEY DISK
 DE6179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6179_STAMPING: 1105 D 1998
 DE6179_MARK LOGO: MNDT  
 DE6179_PROJECTION: FLUSH
 DE6179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6179+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6179_ROD/PIPE-DEPTH: 21.3 meters
 DE6179
 DE6179  HISTORY     - Date     Condition        Report By
 DE6179  HISTORY     - 1998     MONUMENTED       MNDT
 DE6179  HISTORY     - 1998     GOOD             MNDT
 DE6179
 DE6179                          STATION DESCRIPTION
 DE6179
 DE6179'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6179'4.5 MI (7.2 KM) SSW OF WALKER, 4.5 MI (7.2 KM) SSW ALONG TH 34 FROM NE
 DE6179'JCT OF TH 34 AND TH 371 IN WALKER, AT TH 34 MP 98.7, 66.8 FT (20.4 M)
 DE6179'NW OF TH 34, 15 FT (4.6 M) NE OF ENT, 35.8 FT (10.9 M) SE OF P-POLE
 DE6179'NUMBER 264, 3.0 FT (0.9 M) SW OF WIT POST.
 DE6179
 DE6179                          STATION RECOVERY (1998)
 DE6179
 DE6179'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6179'THE MARK IS LOCATED 4.5 MI (7.2 KM) SSW ALONG TH 34 FROM NE JCT OF TH
 DE6179'371 IN WALKER, AT TH 34 MP 98.7, 66.8 FT (20.4 M) NW OF TH 34, 15 FT
 DE6179'(4.6 M) NE OF ENT, 35.8 FT (10.9 M) SE OF P-POLE NUMBER 264 AND 3.0 FT
 DE6179'(0.9 M) SW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8353 ***********************************************************************
 DE8353  DESIGNATION -  1106 A
 DE8353  PID         -  DE8353
 DE8353  STATE/COUNTY-  MN/CASS
 DE8353  COUNTRY     -  US
 DE8353  USGS QUAD   -  WALKER (1996)
 DE8353
 DE8353                         *CURRENT SURVEY CONTROL
 DE8353  ______________________________________________________________________
 DE8353* NAD 83(2007) POSITION- 47 03 10.88268(N) 094 30 47.09458(W)   ADJUSTED  
 DE8353* NAD 83(2007) ELLIP HT-   417.910 (meters)        (02/10/07)   ADJUSTED
 DE8353* NAD 83(2007) EPOCH   -  2002.00
 DE8353* NAVD 88 ORTHO HEIGHT -   445.751  (meters)    1462.43  (feet) ADJUSTED  
 DE8353  ______________________________________________________________________
 DE8353  NAD 83(2007) X  -   -342,575.147 (meters)                     COMP
 DE8353  NAD 83(2007) Y  - -4,340,160.534 (meters)                     COMP
 DE8353  NAD 83(2007) Z  -  4,646,088.829 (meters)                     COMP
 DE8353  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC09
 DE8353  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 DE8353  DYNAMIC HEIGHT  -        445.782 (meters)     1462.54  (feet) COMP
 DE8353  MODELED GRAVITY -    980,669.3   (mgal)                       NAVD 88
 DE8353
 DE8353  VERT ORDER      -  SECOND    CLASS I
 DE8353
 DE8353  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8353  Type                                         Horiz  Ellip  Dist(km)
 DE8353  -------------------------------------------------------------------
 DE8353  NETWORK                                       1.10   1.02
 DE8353  -------------------------------------------------------------------
 DE8353  MEDIAN LOCAL ACCURACY AND DIST (003 points)   1.05   0.98      2.08
 DE8353  -------------------------------------------------------------------
 DE8353  NOTE: Click here for information on individual local accuracy
 DE8353  values and other accuracy information.
 DE8353
 DE8353
 DE8353.The horizontal coordinates were established by GPS observations
 DE8353.and adjusted by the National Geodetic Survey in February 2007.
 DE8353
 DE8353.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8353.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8353
 DE8353.The horizontal coordinates are valid at the epoch date displayed above
 DE8353.which is a decimal equivalence of Year/Month/Day.
 DE8353
 DE8353.The orthometric height was determined by differential leveling and
 DE8353.adjusted in August 2004.
 DE8353
 DE8353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8353
 DE8353.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8353
 DE8353.The ellipsoidal height was determined by GPS observations
 DE8353.and is referenced to NAD 83.
 DE8353
 DE8353.The dynamic height is computed by dividing the NAVD 88
 DE8353.geopotential number by the normal gravity value computed on the
 DE8353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8353.degrees latitude (g = 980.6199 gals.).
 DE8353
 DE8353.The modeled gravity was interpolated from observed gravity values.
 DE8353
 DE8353. The following values were computed from the NAD 83(2007) position.
 DE8353
 DE8353;                    North         East     Units Scale Factor Converg.
 DE8353;SPC MN C     -   328,228.058   780,010.876   MT  1.00000066   -0 11 25.1
 DE8353;SPC MN C     - 1,076,861.55  2,559,085.68   sFT  1.00000066   -0 11 25.1
 DE8353;UTM  15      - 5,212,167.221   385,081.872   MT  0.99976231   -1 06 27.6
 DE8353
 DE8353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8353!SPC MN C     -   0.99993450  x   1.00000066  =   0.99993516
 DE8353!UTM  15      -   0.99993450  x   0.99976231  =   0.99969682
 DE8353
 DE8353                          SUPERSEDED SURVEY CONTROL
 DE8353
 DE8353  NAD 83(1996)-  47 03 10.88266(N)    094 30 47.09436(W) AD(       ) 1
 DE8353  ELLIP H (10/21/02)  417.917  (m)                       GP(       ) 3 2
 DE8353  NAVD 88 (10/21/02)  445.75   (m)         1462.4    (f) LEVELING    3  
 DE8353
 DE8353.Superseded values are not recommended for survey control.
 DE8353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8353.See file dsdata.txt to determine how the superseded data were derived.
 DE8353
 DE8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8508112167(NAD 83)
 DE8353
 DE8353_MARKER: DD = SURVEY DISK
 DE8353_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8353_STAMPING: 1106 A 2000
 DE8353_MARK LOGO: MNDT  
 DE8353_PROJECTION: FLUSH
 DE8353_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8353+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2000
 DE8353_ROD/PIPE-DEPTH: 10.7 meters
 DE8353
 DE8353  HISTORY     - Date     Condition        Report By
 DE8353  HISTORY     - 2000     MONUMENTED       MNDT
 DE8353  HISTORY     - 20000131 GOOD             MNDT
 DE8353
 DE8353                          STATION DESCRIPTION
 DE8353
 DE8353'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8353'4.5 MI (7.2 KM) SE OF WALKER, 1.35 MI (2.17 KM) EAST ALONG TH 200 FROM
 DE8353'JCT OF TH 200 AND TH 371 (4.0 MI SE OF WALKER) , AT TH 200 MP 129.7,
 DE8353'120.0 FT (36.6 M) NORTH OF TH 200, 33.0 FTEAST OF TWP RD 24 (44TH AVE
 DE8353'NW) , 96.6 FT (29.4 M) EAST OF P -POLE, 2.3 FT (0.7 M) WEST OF WIT
 DE8353'POST.
 DE8353
 DE8353                          STATION RECOVERY (2000)
 DE8353
 DE8353'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DE8353'4.5 MI (7.2 KM) SE OF WALKER, 1.35 MI (2.17 KM) EAST ALONG TH 200 FROM
 DE8353'JCT OF TH 200 AND TH 371 (4.0 MI SE OF WALKER), AT TH 200 MP 129.7,
 DE8353'120.0 FT (36.6 M) NORTH OF TH 200, 33.0 FT (10.1 M) EAST OF TWP RD 24
 DE8353'(44TH AVE NW), 96.6 FT (29.4 M) EAST OF P-POLE, 2.3 FT (0.7 M) WEST OF
 DE8353'WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8354 ***********************************************************************
 DE8354  DESIGNATION -  1106 B
 DE8354  PID         -  DE8354
 DE8354  STATE/COUNTY-  MN/CASS
 DE8354  COUNTRY     -  US
 DE8354  USGS QUAD   -  JACK LAKE (1996)
 DE8354
 DE8354                         *CURRENT SURVEY CONTROL
 DE8354  ______________________________________________________________________
 DE8354* NAD 83(2007) POSITION- 47 03 21.17729(N) 094 29 11.99485(W)   ADJUSTED  
 DE8354* NAD 83(2007) ELLIP HT-   389.155 (meters)        (02/10/07)   ADJUSTED
 DE8354* NAD 83(2007) EPOCH   -  2002.00
 DE8354* NAVD 88 ORTHO HEIGHT -   417.022  (meters)    1368.18  (feet) ADJUSTED  
 DE8354  ______________________________________________________________________
 DE8354  NAD 83(2007) X  -   -340,554.314 (meters)                     COMP
 DE8354  NAD 83(2007) Y  - -4,340,066.477 (meters)                     COMP
 DE8354  NAD 83(2007) Z  -  4,646,284.386 (meters)                     COMP
 DE8354  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC09
 DE8354  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DE8354  DYNAMIC HEIGHT  -        417.056 (meters)     1368.29  (feet) COMP
 DE8354  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 DE8354
 DE8354  VERT ORDER      -  SECOND    CLASS I
 DE8354
 DE8354  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8354  Type                                         Horiz  Ellip  Dist(km)
 DE8354  -------------------------------------------------------------------
 DE8354  NETWORK                                       0.89   0.86
 DE8354  -------------------------------------------------------------------
 DE8354  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.81   0.80      2.31
 DE8354  -------------------------------------------------------------------
 DE8354  NOTE: Click here for information on individual local accuracy
 DE8354  values and other accuracy information.
 DE8354
 DE8354
 DE8354.The horizontal coordinates were established by GPS observations
 DE8354.and adjusted by the National Geodetic Survey in February 2007.
 DE8354
 DE8354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8354.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8354
 DE8354.The horizontal coordinates are valid at the epoch date displayed above
 DE8354.which is a decimal equivalence of Year/Month/Day.
 DE8354
 DE8354.The orthometric height was determined by differential leveling and
 DE8354.adjusted in August 2004.
 DE8354
 DE8354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8354
 DE8354.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8354
 DE8354.The ellipsoidal height was determined by GPS observations
 DE8354.and is referenced to NAD 83.
 DE8354
 DE8354.The dynamic height is computed by dividing the NAVD 88
 DE8354.geopotential number by the normal gravity value computed on the
 DE8354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8354.degrees latitude (g = 980.6199 gals.).
 DE8354
 DE8354.The modeled gravity was interpolated from observed gravity values.
 DE8354
 DE8354. The following values were computed from the NAD 83(2007) position.
 DE8354
 DE8354;                    North         East     Units Scale Factor Converg.
 DE8354;SPC MN C     -   328,539.634   782,018.969   MT  1.00000129   -0 10 16.3
 DE8354;SPC MN C     - 1,077,883.78  2,565,673.90   sFT  1.00000129   -0 10 16.3
 DE8354;UTM  15      - 5,212,446.542   387,094.210   MT  0.99975667   -1 05 18.2
 DE8354
 DE8354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8354!SPC MN C     -   0.99993900  x   1.00000129  =   0.99994029
 DE8354!UTM  15      -   0.99993900  x   0.99975667  =   0.99969569
 DE8354
 DE8354                          SUPERSEDED SURVEY CONTROL
 DE8354
 DE8354  NAD 83(1996)-  47 03 21.17727(N)    094 29 11.99447(W) AD(       ) 1
 DE8354  ELLIP H (10/21/02)  389.147  (m)                       GP(       ) 3 2
 DE8354  NAVD 88 (10/21/02)  417.02   (m)         1368.2    (f) LEVELING    3  
 DE8354
 DE8354.Superseded values are not recommended for survey control.
 DE8354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8354.See file dsdata.txt to determine how the superseded data were derived.
 DE8354
 DE8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8709412446(NAD 83)
 DE8354
 DE8354_MARKER: DD = SURVEY DISK
 DE8354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8354_STAMPING: 1106 B 2000
 DE8354_MARK LOGO: MNDT  
 DE8354_PROJECTION: FLUSH
 DE8354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8354+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2000
 DE8354_ROD/PIPE-DEPTH:  6.1 meters
 DE8354
 DE8354  HISTORY     - Date     Condition        Report By
 DE8354  HISTORY     - 2000     MONUMENTED       MNDT
 DE8354  HISTORY     - 20000131 GOOD             MNDT
 DE8354
 DE8354                          STATION DESCRIPTION
 DE8354
 DE8354'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8354'5.5 MI (8.9 KM) SE OF WALKER, 2.6 MI (4.2 KM) EAST ALONG TH 200 FROM
 DE8354'JCT OF TH 200 AND T H 371 (4.0 MI SE OF WALKER) , AT TH 200 MP 31,
 DE8354'309.0 FT (94.2 M) NORTH OF TH 200, 39.O FT EASTOF 39TH AVE, 110.6 FT
 DE8354'(33.7 M) SOUTH OF CABLE PEDESTAL, 2.0 FT (0.6 M) SOUTH OF WIT POST.
 DE8354
 DE8354                          STATION RECOVERY (2000)
 DE8354
 DE8354'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DE8354'5.5 MI (8.9 KM) SE OF WALKER, 2.6 MI (4.2 KM) EAST ALONG TH 200 FROM
 DE8354'JCT OF TH 200 AND TH 371 (4.0 MI SE OF WALKER), AT TH 200 MP 31, 309.0
 DE8354'FT (94.2 M) NORTH OF TH 200, 39.O FT EAST OF 39TH AVE, 110.6 FT (33.7
 DE8354'M) SOUTH OF CABLE PEDESTAL, 2.0 FT (0.6 M) SOUTH OF WIT POST, FLUSH,
 DE8354'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8355 ***********************************************************************
 DE8355  DESIGNATION -  1106 C
 DE8355  PID         -  DE8355
 DE8355  STATE/COUNTY-  MN/CASS
 DE8355  COUNTRY     -  US
 DE8355  USGS QUAD   -  JACK LAKE (1996)
 DE8355
 DE8355                         *CURRENT SURVEY CONTROL
 DE8355  ______________________________________________________________________
 DE8355* NAD 83(2007) POSITION- 47 03 07.10667(N) 094 27 10.90587(W)   ADJUSTED  
 DE8355* NAD 83(2007) ELLIP HT-   381.901 (meters)        (02/10/07)   ADJUSTED
 DE8355* NAD 83(2007) EPOCH   -  2002.00
 DE8355* NAVD 88 ORTHO HEIGHT -   409.771  (meters)    1344.39  (feet) ADJUSTED  
 DE8355  ______________________________________________________________________
 DE8355  NAD 83(2007) X  -   -338,030.706 (meters)                     COMP
 DE8355  NAD 83(2007) Y  - -4,340,577.849 (meters)                     COMP
 DE8355  NAD 83(2007) Z  -  4,645,983.018 (meters)                     COMP
 DE8355  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC09
 DE8355  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DE8355  DYNAMIC HEIGHT  -        409.809 (meters)     1344.52  (feet) COMP
 DE8355  MODELED GRAVITY -    980,695.7   (mgal)                       NAVD 88
 DE8355
 DE8355  VERT ORDER      -  SECOND    CLASS I
 DE8355
 DE8355  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8355  Type                                         Horiz  Ellip  Dist(km)
 DE8355  -------------------------------------------------------------------
 DE8355  NETWORK                                       0.95   0.92
 DE8355  -------------------------------------------------------------------
 DE8355  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.75   0.73      2.13
 DE8355  -------------------------------------------------------------------
 DE8355  NOTE: Click here for information on individual local accuracy
 DE8355  values and other accuracy information.
 DE8355
 DE8355
 DE8355.The horizontal coordinates were established by GPS observations
 DE8355.and adjusted by the National Geodetic Survey in February 2007.
 DE8355
 DE8355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8355.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8355
 DE8355.The horizontal coordinates are valid at the epoch date displayed above
 DE8355.which is a decimal equivalence of Year/Month/Day.
 DE8355
 DE8355.The orthometric height was determined by differential leveling and
 DE8355.adjusted in August 2004.
 DE8355
 DE8355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8355
 DE8355.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8355
 DE8355.The ellipsoidal height was determined by GPS observations
 DE8355.and is referenced to NAD 83.
 DE8355
 DE8355.The dynamic height is computed by dividing the NAVD 88
 DE8355.geopotential number by the normal gravity value computed on the
 DE8355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8355.degrees latitude (g = 980.6199 gals.).
 DE8355
 DE8355.The modeled gravity was interpolated from observed gravity values.
 DE8355
 DE8355. The following values were computed from the NAD 83(2007) position.
 DE8355
 DE8355;                    North         East     Units Scale Factor Converg.
 DE8355;SPC MN C     -   328,098.026   784,573.386   MT  1.00000043   -0 08 48.7
 DE8355;SPC MN C     - 1,076,434.94  2,574,054.52   sFT  1.00000043   -0 08 48.7
 DE8355;UTM  15      - 5,211,964.230   389,640.602   MT  0.99974969   -1 03 49.3
 DE8355
 DE8355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8355!SPC MN C     -   0.99994014  x   1.00000043  =   0.99994057
 DE8355!UTM  15      -   0.99994014  x   0.99974969  =   0.99968985
 DE8355
 DE8355                          SUPERSEDED SURVEY CONTROL
 DE8355
 DE8355  NAD 83(1996)-  47 03 07.10662(N)    094 27 10.90542(W) AD(       ) 1
 DE8355  ELLIP H (10/21/02)  381.882  (m)                       GP(       ) 3 2
 DE8355  NAVD 88 (10/21/02)  409.78   (m)         1344.4    (f) LEVELING    3  
 DE8355
 DE8355.Superseded values are not recommended for survey control.
 DE8355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8355.See file dsdata.txt to determine how the superseded data were derived.
 DE8355
 DE8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8964011964(NAD 83)
 DE8355
 DE8355_MARKER: DD = SURVEY DISK
 DE8355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8355_STAMPING: 1106 C 2000
 DE8355_MARK LOGO: MNDT  
 DE8355_PROJECTION: FLUSH
 DE8355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8355+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2000
 DE8355_ROD/PIPE-DEPTH: 15.2 meters
 DE8355
 DE8355  HISTORY     - Date     Condition        Report By
 DE8355  HISTORY     - 2000     MONUMENTED       MNDT
 DE8355  HISTORY     - 20000214 GOOD             MNDT
 DE8355
 DE8355                          STATION DESCRIPTION
 DE8355
 DE8355'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8355'7.0 MI (11.3 KM) SE OF WALKER, 4.1 MI (6.6 KM) EAST ALONG TH 200 FROM
 DE8355'JCT OF TH 200 AND T H 371 (4.0 MI SE OF WALKER) , AT TH 200 MP 132.50,
 DE8355'50.5 FT (15.4 M) SOUTH OF TH 200, 29.0 FTEAST OF ENT, 2.0 FT (0.6 M)
 DE8355'WEST OF WIT POST.
 DE8355
 DE8355                          STATION RECOVERY (2000)
 DE8355
 DE8355'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DE8355'7.0 MI (11.3 KM) SE OF WALKER, 4.1 MI (6.6 KM) EAST ALONG TH 200 FROM
 DE8355'JCT OF TH 200 AND TH 371 (4.0 MI SE OF WALKER), AT TH 200 MP 132.50,
 DE8355'50.5 FT (15.4 M) SOUTH OF TH 200, 29.0 FT (8.8 M) EAST OF ENT, 2.0 FT
 DE8355'(0.6 M) WEST OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8356 ***********************************************************************
 DE8356  DESIGNATION -  1106 D
 DE8356  PID         -  DE8356
 DE8356  STATE/COUNTY-  MN/CASS
 DE8356  COUNTRY     -  US
 DE8356  USGS QUAD   -  JACK LAKE (1996)
 DE8356
 DE8356                         *CURRENT SURVEY CONTROL
 DE8356  ______________________________________________________________________
 DE8356* NAD 83(2007) POSITION- 47 03 06.15916(N) 094 24 31.85543(W)   ADJUSTED  
 DE8356* NAD 83(2007) ELLIP HT-   389.490 (meters)        (02/10/07)   ADJUSTED
 DE8356* NAD 83(2007) EPOCH   -  2002.00
 DE8356* NAVD 88 ORTHO HEIGHT -   417.394  (meters)    1369.40  (feet) ADJUSTED  
 DE8356  ______________________________________________________________________
 DE8356  NAD 83(2007) X  -   -334,685.638 (meters)                     COMP
 DE8356  NAD 83(2007) Y  - -4,340,863.724 (meters)                     COMP
 DE8356  NAD 83(2007) Z  -  4,645,968.636 (meters)                     COMP
 DE8356  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC09
 DE8356  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DE8356  DYNAMIC HEIGHT  -        417.437 (meters)     1369.54  (feet) COMP
 DE8356  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 DE8356
 DE8356  VERT ORDER      -  SECOND    CLASS I
 DE8356
 DE8356  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8356  Type                                         Horiz  Ellip  Dist(km)
 DE8356  -------------------------------------------------------------------
 DE8356  NETWORK                                       1.10   1.00
 DE8356  -------------------------------------------------------------------
 DE8356  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.69      2.25
 DE8356  -------------------------------------------------------------------
 DE8356  NOTE: Click here for information on individual local accuracy
 DE8356  values and other accuracy information.
 DE8356
 DE8356
 DE8356.The horizontal coordinates were established by GPS observations
 DE8356.and adjusted by the National Geodetic Survey in February 2007.
 DE8356
 DE8356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8356.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8356
 DE8356.The horizontal coordinates are valid at the epoch date displayed above
 DE8356.which is a decimal equivalence of Year/Month/Day.
 DE8356
 DE8356.The orthometric height was determined by differential leveling and
 DE8356.adjusted in August 2004.
 DE8356
 DE8356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8356
 DE8356.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8356
 DE8356.The ellipsoidal height was determined by GPS observations
 DE8356.and is referenced to NAD 83.
 DE8356
 DE8356.The dynamic height is computed by dividing the NAVD 88
 DE8356.geopotential number by the normal gravity value computed on the
 DE8356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8356.degrees latitude (g = 980.6199 gals.).
 DE8356
 DE8356.The modeled gravity was interpolated from observed gravity values.
 DE8356
 DE8356. The following values were computed from the NAD 83(2007) position.
 DE8356
 DE8356;                    North         East     Units Scale Factor Converg.
 DE8356;SPC MN C     -   328,061.097   787,930.266   MT  1.00000037   -0 06 53.7
 DE8356;SPC MN C     - 1,076,313.78  2,585,067.88   sFT  1.00000037   -0 06 53.7
 DE8356;UTM  15      - 5,211,873.627   392,995.605   MT  0.99974072   -1 01 52.8
 DE8356
 DE8356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8356!SPC MN C     -   0.99993895  x   1.00000037  =   0.99993932
 DE8356!UTM  15      -   0.99993895  x   0.99974072  =   0.99967969
 DE8356
 DE8356                          SUPERSEDED SURVEY CONTROL
 DE8356
 DE8356  NAD 83(1996)-  47 03 06.15913(N)    094 24 31.85497(W) AD(       ) 1
 DE8356  ELLIP H (10/21/02)  389.473  (m)                       GP(       ) 3 2
 DE8356  NAVD 88 (10/21/02)  417.41   (m)         1369.5    (f) LEVELING    3  
 DE8356
 DE8356.Superseded values are not recommended for survey control.
 DE8356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8356.See file dsdata.txt to determine how the superseded data were derived.
 DE8356
 DE8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9299511873(NAD 83)
 DE8356
 DE8356_MARKER: DD = SURVEY DISK
 DE8356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8356_STAMPING: 1106 D 2000
 DE8356_MARK LOGO: MNDT  
 DE8356_PROJECTION: FLUSH
 DE8356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8356+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2000
 DE8356_ROD/PIPE-DEPTH: 15.2 meters
 DE8356
 DE8356  HISTORY     - Date     Condition        Report By
 DE8356  HISTORY     - 2000     MONUMENTED       MNDT
 DE8356  HISTORY     - 20000214 GOOD             MNDT
 DE8356
 DE8356                          STATION DESCRIPTION
 DE8356
 DE8356'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8356'9.0 MI (14.5 KM) ESE OF WALKER, 6.3 MI (10.1 KM) EAST ALONG TH 200
 DE8356'FROM JCT OF TH 200 AND TH 371 (4.0 MI SE OF WALKER) , AT TH 200 MP
 DE8356'134.7, 42.0 FT (12.8 M) SOUTH OF TH 200, 0.15 MIWEST OF CO RD 124, 7.0
 DE8356'FT (2.1 M) WEST OF ENT, 32.8 FT (10.0 M) NW OF PROPERTY BOUNDRY SIGN,
 DE8356'4.7FT EAST OF WIT POST.
 DE8356
 DE8356                          STATION RECOVERY (2000)
 DE8356
 DE8356'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DE8356'9.0 MI (14.5 KM) ESE OF WALKER, 6.3 MI (10.1 KM) EAST ALONG TH 200
 DE8356'FROM JCT OF TH 200 AND TH 371 (4.0 MI SE OF WALKER), AT TH 200 MP
 DE8356'134.7, 42.0 FT (12.8 M) SOUTH OF TH 200, 0.15 MI (0.24 KM) WEST OF CO
 DE8356'RD 124, 7.0 FT (2.1 M) WEST OF ENT, 32.8 FT (10.0 M) NW OF PROPERTY
 DE8356'BOUNDARY SIGN, 4.7 FT (1.4 M) EAST OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8358 ***********************************************************************
 DE8358  DESIGNATION -  1106 E
 DE8358  PID         -  DE8358
 DE8358  STATE/COUNTY-  MN/CASS
 DE8358  COUNTRY     -  US
 DE8358  USGS QUAD   -  WHIPHOLT (1996)
 DE8358
 DE8358                         *CURRENT SURVEY CONTROL
 DE8358  ______________________________________________________________________
 DE8358* NAD 83(2007) POSITION- 47 03 10.04338(N) 094 20 39.26011(W)   ADJUSTED  
 DE8358* NAD 83(2007) ELLIP HT-   384.350 (meters)        (02/10/07)   ADJUSTED
 DE8358* NAD 83(2007) EPOCH   -  2002.00
 DE8358* NAVD 88 ORTHO HEIGHT -   412.344  (meters)    1352.83  (feet) ADJUSTED  
 DE8358  ______________________________________________________________________
 DE8358  NAD 83(2007) X  -   -329,783.518 (meters)                     COMP
 DE8358  NAD 83(2007) Y  - -4,341,147.329 (meters)                     COMP
 DE8358  NAD 83(2007) Z  -  4,646,046.603 (meters)                     COMP
 DE8358  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC09
 DE8358  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DE8358  DYNAMIC HEIGHT  -        412.386 (meters)     1352.97  (feet) COMP
 DE8358  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 DE8358
 DE8358  VERT ORDER      -  SECOND    CLASS I
 DE8358
 DE8358  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8358  Type                                         Horiz  Ellip  Dist(km)
 DE8358  -------------------------------------------------------------------
 DE8358  NETWORK                                       1.13   1.08
 DE8358  -------------------------------------------------------------------
 DE8358  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.63   0.71      2.47
 DE8358  -------------------------------------------------------------------
 DE8358  NOTE: Click here for information on individual local accuracy
 DE8358  values and other accuracy information.
 DE8358
 DE8358
 DE8358.The horizontal coordinates were established by GPS observations
 DE8358.and adjusted by the National Geodetic Survey in February 2007.
 DE8358
 DE8358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8358.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8358
 DE8358.The horizontal coordinates are valid at the epoch date displayed above
 DE8358.which is a decimal equivalence of Year/Month/Day.
 DE8358
 DE8358.The orthometric height was determined by differential leveling and
 DE8358.adjusted in August 2004.
 DE8358
 DE8358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8358
 DE8358.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8358
 DE8358.The ellipsoidal height was determined by GPS observations
 DE8358.and is referenced to NAD 83.
 DE8358
 DE8358.The dynamic height is computed by dividing the NAVD 88
 DE8358.geopotential number by the normal gravity value computed on the
 DE8358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8358.degrees latitude (g = 980.6199 gals.).
 DE8358
 DE8358.The modeled gravity was interpolated from observed gravity values.
 DE8358
 DE8358. The following values were computed from the NAD 83(2007) position.
 DE8358
 DE8358;                    North         East     Units Scale Factor Converg.
 DE8358;SPC MN C     -   328,173.202   792,839.625   MT  1.00000061   -0 04 05.4
 DE8358;SPC MN C     - 1,076,681.58  2,601,174.67   sFT  1.00000061   -0 04 05.4
 DE8358;UTM  15      - 5,211,907.213   397,904.822   MT  0.99972811   -0 59 02.6
 DE8358
 DE8358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8358!SPC MN C     -   0.99993976  x   1.00000061  =   0.99994037
 DE8358!UTM  15      -   0.99993976  x   0.99972811  =   0.99966788
 DE8358
 DE8358:                Primary Azimuth Mark                     Grid Az
 DE8358:SPC MN C     -  1106 F                                   081 58 19.0
 DE8358:UTM  15      -  1106 F                                   082 53 16.2
 DE8358
 DE8358|---------------------------------------------------------------------|
 DE8358| PID    Reference Object                     Distance      Geod. Az  |
 DE8358|                                                           dddmmss.s |
 DE8358| DE8359 1106 F                              APPROX. 1.2 KM 0815413.6 |
 DE8358| DE8357 1106 K                              APPROX. 1.0 KM 2525600.4 |
 DE8358|---------------------------------------------------------------------|
 DE8358
 DE8358                          SUPERSEDED SURVEY CONTROL
 DE8358
 DE8358  NAD 83(1996)-  47 03 10.04335(N)    094 20 39.25975(W) AD(       ) 1
 DE8358  ELLIP H (10/21/02)  384.338  (m)                       GP(       ) 3 2
 DE8358  NAVD 88 (10/21/02)  412.36   (m)         1352.9    (f) LEVELING    3  
 DE8358
 DE8358.Superseded values are not recommended for survey control.
 DE8358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8358.See file dsdata.txt to determine how the superseded data were derived.
 DE8358
 DE8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9790411907(NAD 83)
 DE8358
 DE8358_MARKER: DD = SURVEY DISK
 DE8358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8358_STAMPING: 1106 E 2000
 DE8358_MARK LOGO: MNDT  
 DE8358_PROJECTION: RECESSED 5 CENTIMETERS
 DE8358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8358+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 DE8358_ROD/PIPE-DEPTH:  7.6 meters
 DE8358
 DE8358  HISTORY     - Date     Condition        Report By
 DE8358  HISTORY     - 2000     MONUMENTED       MNDT
 DE8358  HISTORY     - 20000215 GOOD             MNDT
 DE8358
 DE8358                          STATION DESCRIPTION
 DE8358
 DE8358'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8358'7.75 MI (12.47 KM) NW OF LONGVILLE, 6.1 MI (9.8 KM) WEST ALONG TH 200
 DE8358'FROM JCT OF TH 200 A ND TH 84 (4.5 MI NORTH OF LONGVILLE) , AT TH 200
 DE8358'MP 137.90, 51.0 FT (15.5 M) SO UTH OF TH 200, 24.5FT WEST OF LAUER RD,
 DE8358'17.2 FT (5.2 M) SE OF LAUER RD NW SIG N, 3.5 FT (1.1 M) NORTH OF WIT
 DE8358'POST.
 DE8358
 DE8358                          STATION RECOVERY (2000)
 DE8358
 DE8358'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8358'7.75 MI (12.47 KM) NW OF LONGVILLE, 6.1 MI (9.8 KM) WEST ALONG TH 200
 DE8358'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE), AT TH 200 MP
 DE8358'137.90, 51.0 FT (15.5 M) SOUTH OF TH 200, 24.5 FT (7.5 M) WEST OF
 DE8358'LAUER RD, 17.2 FT (5.2 M) SE OF LAUER RD NW SIGN, 3.5 FT (1.1 M) NORTH
 DE8358'OF WIT POST, RECESSED 2.0 IN, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8359 ***********************************************************************
 DE8359  DESIGNATION -  1106 F
 DE8359  PID         -  DE8359
 DE8359  STATE/COUNTY-  MN/CASS
 DE8359  COUNTRY     -  US
 DE8359  USGS QUAD   -  WHIPHOLT (1996)
 DE8359
 DE8359                         *CURRENT SURVEY CONTROL
 DE8359  ______________________________________________________________________
 DE8359* NAD 83(2007) POSITION- 47 03 15.63782(N) 094 19 41.67537(W)   ADJUSTED  
 DE8359* NAD 83(2007) ELLIP HT-   385.855 (meters)        (02/10/07)   ADJUSTED
 DE8359* NAD 83(2007) EPOCH   -  2002.00
 DE8359* NAVD 88 ORTHO HEIGHT -   413.865  (meters)    1357.82  (feet) ADJUSTED  
 DE8359  ______________________________________________________________________
 DE8359  NAD 83(2007) X  -   -328,562.082 (meters)                     COMP
 DE8359  NAD 83(2007) Y  - -4,341,114.144 (meters)                     COMP
 DE8359  NAD 83(2007) Z  -  4,646,165.417 (meters)                     COMP
 DE8359  LAPLACE CORR    -         -4.88  (seconds)                    DEFLEC09
 DE8359  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DE8359  DYNAMIC HEIGHT  -        413.905 (meters)     1357.95  (feet) COMP
 DE8359  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 DE8359
 DE8359  VERT ORDER      -  SECOND    CLASS I
 DE8359
 DE8359  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8359  Type                                         Horiz  Ellip  Dist(km)
 DE8359  -------------------------------------------------------------------
 DE8359  NETWORK                                       1.17   1.14
 DE8359  -------------------------------------------------------------------
 DE8359  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.82      2.26
 DE8359  -------------------------------------------------------------------
 DE8359  NOTE: Click here for information on individual local accuracy
 DE8359  values and other accuracy information.
 DE8359
 DE8359
 DE8359.The horizontal coordinates were established by GPS observations
 DE8359.and adjusted by the National Geodetic Survey in February 2007.
 DE8359
 DE8359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8359.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8359
 DE8359.The horizontal coordinates are valid at the epoch date displayed above
 DE8359.which is a decimal equivalence of Year/Month/Day.
 DE8359
 DE8359.The orthometric height was determined by differential leveling and
 DE8359.adjusted in August 2004.
 DE8359
 DE8359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8359
 DE8359.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8359
 DE8359.The ellipsoidal height was determined by GPS observations
 DE8359.and is referenced to NAD 83.
 DE8359
 DE8359.The dynamic height is computed by dividing the NAVD 88
 DE8359.geopotential number by the normal gravity value computed on the
 DE8359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8359.degrees latitude (g = 980.6199 gals.).
 DE8359
 DE8359.The modeled gravity was interpolated from observed gravity values.
 DE8359
 DE8359. The following values were computed from the NAD 83(2007) position.
 DE8359
 DE8359;                    North         East     Units Scale Factor Converg.
 DE8359;SPC MN C     -   328,344.641   794,055.170   MT  1.00000095   -0 03 23.8
 DE8359;SPC MN C     - 1,077,244.04  2,605,162.67   sFT  1.00000095   -0 03 23.8
 DE8359;UTM  15      - 5,212,059.161   399,122.618   MT  0.99972507   -0 58 20.5
 DE8359
 DE8359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8359!SPC MN C     -   0.99993952  x   1.00000095  =   0.99994047
 DE8359!UTM  15      -   0.99993952  x   0.99972507  =   0.99966461
 DE8359
 DE8359:                Primary Azimuth Mark                     Grid Az
 DE8359:SPC MN C     -  1106 E                                   261 58 19.6
 DE8359:UTM  15      -  1106 E                                   262 53 16.3
 DE8359
 DE8359|---------------------------------------------------------------------|
 DE8359| PID    Reference Object                     Distance      Geod. Az  |
 DE8359|                                                           dddmmss.s |
 DE8359| DE8358 1106 E                              APPROX. 1.2 KM 2615455.8 |
 DE8359|---------------------------------------------------------------------|
 DE8359
 DE8359                          SUPERSEDED SURVEY CONTROL
 DE8359
 DE8359  NAD 83(1996)-  47 03 15.63779(N)    094 19 41.67501(W) AD(       ) 1
 DE8359  ELLIP H (10/21/02)  385.845  (m)                       GP(       ) 3 2
 DE8359  NAVD 88 (10/21/02)  413.88   (m)         1357.9    (f) LEVELING    3  
 DE8359
 DE8359.Superseded values are not recommended for survey control.
 DE8359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8359.See file dsdata.txt to determine how the superseded data were derived.
 DE8359
 DE8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9912212059(NAD 83)
 DE8359
 DE8359_MARKER: DD = SURVEY DISK
 DE8359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8359_STAMPING: 1106 F 2000
 DE8359_MARK LOGO: MNDT  
 DE8359_PROJECTION: RECESSED 8 CENTIMETERS
 DE8359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8359+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 DE8359_ROD/PIPE-DEPTH:  6.1 meters
 DE8359
 DE8359  HISTORY     - Date     Condition        Report By
 DE8359  HISTORY     - 2000     MONUMENTED       MNDT
 DE8359  HISTORY     - 20000215 GOOD             MNDT
 DE8359
 DE8359                          STATION DESCRIPTION
 DE8359
 DE8359'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8359'7.0 MI (11.3 KM) NW OF LONGVILLE, 5.35 MI (8.61 KM) WEST ALONG TH 200
 DE8359'FROM JCT OF TH 200 A ND TH 84 (4.5 MI NORTH OF LONGVILLE) AT TH 200 MP
 DE8359'138.65, 63.0 FT (19.2 M) NOR TH OF TH 200, 24.0FT EAST OF ENT, 48.6 FT
 DE8359'(14.8 M) SSW OF P-POLE, 3.2 FT (1.0 M) WEST OF WIT POST.
 DE8359
 DE8359                          STATION RECOVERY (2000)
 DE8359
 DE8359'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8359'7.0 MI (11.3 KM) NW OF LONGVILLE, 5.35 MI (8.61 KM) WEST ALONG TH 200
 DE8359'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE) AT TH 200 MP
 DE8359'138.65, 63.0 FT (19.2 M) NORTH OF TH 200, 24.0 FT (7.3 M) EAST OF ENT,
 DE8359'48.6 FT (14.8 M) SSW OF P-POLE, 3.2 FT (1.0 M) WEST OF WIT POST,
 DE8359'RECESSED 3.0 IN, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8360 ***********************************************************************
 DE8360  DESIGNATION -  1106 G
 DE8360  PID         -  DE8360
 DE8360  STATE/COUNTY-  MN/CASS
 DE8360  COUNTRY     -  US
 DE8360  USGS QUAD   -  WHIPHOLT (1996)
 DE8360
 DE8360                         *CURRENT SURVEY CONTROL
 DE8360  ______________________________________________________________________
 DE8360* NAD 83(2007) POSITION- 47 03 09.21317(N) 094 18 42.35588(W)   ADJUSTED  
 DE8360* NAD 83(2007) ELLIP HT-   372.515 (meters)        (02/10/07)   ADJUSTED
 DE8360* NAD 83(2007) EPOCH   -  2002.00
 DE8360* NAVD 88 ORTHO HEIGHT -   400.577  (meters)    1314.23  (feet) ADJUSTED  
 DE8360  ______________________________________________________________________
 DE8360  NAD 83(2007) X  -   -327,323.848 (meters)                     COMP
 DE8360  NAD 83(2007) Y  - -4,341,344.216 (meters)                     COMP
 DE8360  NAD 83(2007) Z  -  4,646,020.472 (meters)                     COMP
 DE8360  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC09
 DE8360  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 DE8360  DYNAMIC HEIGHT  -        400.613 (meters)     1314.34  (feet) COMP
 DE8360  MODELED GRAVITY -    980,692.5   (mgal)                       NAVD 88
 DE8360
 DE8360  VERT ORDER      -  SECOND    CLASS I
 DE8360
 DE8360  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8360  Type                                         Horiz  Ellip  Dist(km)
 DE8360  -------------------------------------------------------------------
 DE8360  NETWORK                                       1.14   1.06
 DE8360  -------------------------------------------------------------------
 DE8360  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.78      1.78
 DE8360  -------------------------------------------------------------------
 DE8360  NOTE: Click here for information on individual local accuracy
 DE8360  values and other accuracy information.
 DE8360
 DE8360
 DE8360.The horizontal coordinates were established by GPS observations
 DE8360.and adjusted by the National Geodetic Survey in February 2007.
 DE8360
 DE8360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8360.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8360
 DE8360.The horizontal coordinates are valid at the epoch date displayed above
 DE8360.which is a decimal equivalence of Year/Month/Day.
 DE8360
 DE8360.The orthometric height was determined by differential leveling and
 DE8360.adjusted in August 2004.
 DE8360
 DE8360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8360
 DE8360.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8360
 DE8360.The ellipsoidal height was determined by GPS observations
 DE8360.and is referenced to NAD 83.
 DE8360
 DE8360.The dynamic height is computed by dividing the NAVD 88
 DE8360.geopotential number by the normal gravity value computed on the
 DE8360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8360.degrees latitude (g = 980.6199 gals.).
 DE8360
 DE8360.The modeled gravity was interpolated from observed gravity values.
 DE8360
 DE8360. The following values were computed from the NAD 83(2007) position.
 DE8360
 DE8360;                    North         East     Units Scale Factor Converg.
 DE8360;SPC MN C     -   328,145.134   795,306.968   MT  1.00000056   -0 02 40.8
 DE8360;SPC MN C     - 1,076,589.49  2,609,269.61   sFT  1.00000056   -0 02 40.8
 DE8360;UTM  15      - 5,211,839.735   400,370.721   MT  0.99972199   -0 57 36.9
 DE8360
 DE8360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8360!SPC MN C     -   0.99994161  x   1.00000056  =   0.99994217
 DE8360!UTM  15      -   0.99994161  x   0.99972199  =   0.99966362
 DE8360
 DE8360:                Primary Azimuth Mark                     Grid Az
 DE8360:SPC MN C     -  1106 F                                   279 03 19.7
 DE8360:UTM  15      -  1106 F                                   279 58 15.8
 DE8360
 DE8360|---------------------------------------------------------------------|
 DE8360| PID    Reference Object                     Distance      Geod. Az  |
 DE8360|                                                           dddmmss.s |
 DE8360| DE8359 1106 F                              APPROX. 1.3 KM 2790038.9 |
 DE8360|---------------------------------------------------------------------|
 DE8360
 DE8360                          SUPERSEDED SURVEY CONTROL
 DE8360
 DE8360  NAD 83(1996)-  47 03 09.21314(N)    094 18 42.35554(W) AD(       ) 1
 DE8360  ELLIP H (10/21/02)  372.508  (m)                       GP(       ) 3 2
 DE8360  NAVD 88 (10/21/02)  400.59   (m)         1314.3    (f) LEVELING    3  
 DE8360
 DE8360.Superseded values are not recommended for survey control.
 DE8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8360.See file dsdata.txt to determine how the superseded data were derived.
 DE8360
 DE8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0037011839(NAD 83)
 DE8360
 DE8360_MARKER: DD = SURVEY DISK
 DE8360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8360_STAMPING: 1106 G 2000
 DE8360_MARK LOGO: MNDT  
 DE8360_PROJECTION: RECESSED 10 CENTIMETERS
 DE8360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8360+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 DE8360_ROD/PIPE-DEPTH:  4.6 meters
 DE8360
 DE8360  HISTORY     - Date     Condition        Report By
 DE8360  HISTORY     - 2000     MONUMENTED       MNDT
 DE8360  HISTORY     - 20000215 GOOD             MNDT
 DE8360
 DE8360                          STATION DESCRIPTION
 DE8360
 DE8360'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8360'6.5 MI (10.5 KM) NW OF LONGVILLE, 4.55 MI (7.32 KM) WEST ALONG TH 200
 DE8360'FROM JCT OF TH 200 A ND TH 84 (4.5 MI NORTH OF LONGVILLE) , AT TH 200
 DE8360'MP 139.45, 56.0 FT (17.1 M) NO RTH OF TH 200, 10.0FT EAST OF ENT, 57.0
 DE8360'FT (17.4 M) SSW OF P-POLE, 56.0 FT (17.1 M) SE OF CABLE PEDESTAL, 3.7
 DE8360'FTWEST OF WIT POST.
 DE8360
 DE8360                          STATION RECOVERY (2000)
 DE8360
 DE8360'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8360'6.5 MI (10.5 KM) NW OF LONGVILLE, 4.55 MI (7.32 KM) WEST ALONG TH 200
 DE8360'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE), AT TH 200 MP
 DE8360'139.45, 56.0 FT (17.1 M) NORTH OF TH 200, 10.0 FT (3.0 M) EAST OF ENT,
 DE8360'57.0 FT (17.4 M) SSW OF P-POLE, 56.0 FT (17.1 M) SE OF CABLE PEDESTAL,
 DE8360'3.7 FT (1.1 M) WEST OF WIT POST, RECESSED 4.0 IN, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8361 ***********************************************************************
 DE8361  DESIGNATION -  1106 H
 DE8361  PID         -  DE8361
 DE8361  STATE/COUNTY-  MN/CASS
 DE8361  COUNTRY     -  US
 DE8361  USGS QUAD   -  WHIPHOLT (1996)
 DE8361
 DE8361                         *CURRENT SURVEY CONTROL
 DE8361  ______________________________________________________________________
 DE8361* NAD 83(2007) POSITION- 47 03 10.89510(N) 094 16 02.10927(W)   ADJUSTED  
 DE8361* NAD 83(2007) ELLIP HT-   394.432 (meters)        (02/10/07)   ADJUSTED
 DE8361* NAD 83(2007) EPOCH   -  2002.00
 DE8361* NAVD 88 ORTHO HEIGHT -   422.599  (meters)    1386.48  (feet) ADJUSTED  
 DE8361  ______________________________________________________________________
 DE8361  NAD 83(2007) X  -   -323,949.252 (meters)                     COMP
 DE8361  NAD 83(2007) Y  - -4,341,574.179 (meters)                     COMP
 DE8361  NAD 83(2007) Z  -  4,646,071.904 (meters)                     COMP
 DE8361  LAPLACE CORR    -         -6.38  (seconds)                    DEFLEC09
 DE8361  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 DE8361  DYNAMIC HEIGHT  -        422.634 (meters)     1386.59  (feet) COMP
 DE8361  MODELED GRAVITY -    980,683.8   (mgal)                       NAVD 88
 DE8361
 DE8361  VERT ORDER      -  SECOND    CLASS I
 DE8361
 DE8361  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8361  Type                                         Horiz  Ellip  Dist(km)
 DE8361  -------------------------------------------------------------------
 DE8361  NETWORK                                       1.01   0.96
 DE8361  -------------------------------------------------------------------
 DE8361  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.00   0.90      3.03
 DE8361  -------------------------------------------------------------------
 DE8361  NOTE: Click here for information on individual local accuracy
 DE8361  values and other accuracy information.
 DE8361
 DE8361
 DE8361.The horizontal coordinates were established by GPS observations
 DE8361.and adjusted by the National Geodetic Survey in February 2007.
 DE8361
 DE8361.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8361.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8361
 DE8361.The horizontal coordinates are valid at the epoch date displayed above
 DE8361.which is a decimal equivalence of Year/Month/Day.
 DE8361
 DE8361.The orthometric height was determined by differential leveling and
 DE8361.adjusted in August 2004.
 DE8361
 DE8361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8361
 DE8361.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8361
 DE8361.The ellipsoidal height was determined by GPS observations
 DE8361.and is referenced to NAD 83.
 DE8361
 DE8361.The dynamic height is computed by dividing the NAVD 88
 DE8361.geopotential number by the normal gravity value computed on the
 DE8361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8361.degrees latitude (g = 980.6199 gals.).
 DE8361
 DE8361.The modeled gravity was interpolated from observed gravity values.
 DE8361
 DE8361. The following values were computed from the NAD 83(2007) position.
 DE8361
 DE8361;                    North         East     Units Scale Factor Converg.
 DE8361;SPC MN C     -   328,195.387   798,689.136   MT  1.00000066   -0 00 44.9
 DE8361;SPC MN C     - 1,076,754.37  2,620,365.94   sFT  1.00000066   -0 00 44.9
 DE8361;UTM  15      - 5,211,835.950   403,752.304   MT  0.99971385   -0 55 39.6
 DE8361
 DE8361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8361!SPC MN C     -   0.99993818  x   1.00000066  =   0.99993884
 DE8361!UTM  15      -   0.99993818  x   0.99971385  =   0.99965204
 DE8361
 DE8361                          SUPERSEDED SURVEY CONTROL
 DE8361
 DE8361  NAD 83(1996)-  47 03 10.89502(N)    094 16 02.10902(W) AD(       ) 1
 DE8361  ELLIP H (10/21/02)  394.429  (m)                       GP(       ) 3 2
 DE8361  NAVD 88 (10/21/02)  422.61   (m)         1386.5    (f) LEVELING    3  
 DE8361
 DE8361.Superseded values are not recommended for survey control.
 DE8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8361.See file dsdata.txt to determine how the superseded data were derived.
 DE8361
 DE8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0375211835(NAD 83)
 DE8361
 DE8361_MARKER: DD = SURVEY DISK
 DE8361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8361_STAMPING: 1106 H 2000
 DE8361_MARK LOGO: MNDT  
 DE8361_PROJECTION: RECESSED 3 CENTIMETERS
 DE8361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8361+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 DE8361_ROD/PIPE-DEPTH:  7.6 meters
 DE8361
 DE8361  HISTORY     - Date     Condition        Report By
 DE8361  HISTORY     - 2000     MONUMENTED       MNDT
 DE8361  HISTORY     - 20000215 GOOD             MNDT
 DE8361
 DE8361                          STATION DESCRIPTION
 DE8361
 DE8361'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8361'5.5 MI (8.9 KM) NNW OF LONGVILLE, 2.45 MI (3.94 KM) WEST ALONG TH 200
 DE8361'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE) , AT TH 200
 DE8361'MP 141.55, 39.5 FT (12.0 M) NO RTH OF TH 200, 12.0FT EAST OF ENT, 2.5
 DE8361'FT (0.8 M) WEST OF WIT POST.
 DE8361
 DE8361                          STATION RECOVERY (2000)
 DE8361
 DE8361'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8361'5.5 MI (8.9 KM) NNW OF LONGVILLE, 2.45 MI (3.94 KM) WEST ALONG TH 200
 DE8361'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE), AT TH 200 MP
 DE8361'141.55, 39.5 FT (12.0 M) NORTH OF TH 200, 12.0 FT (3.7 M) EAST OF ENT,
 DE8361'2.5 FT (0.8 M) WEST OF WIT POST, RECESSED 1.0 IN, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8362 ***********************************************************************
 DE8362  DESIGNATION -  1106 J
 DE8362  PID         -  DE8362
 DE8362  STATE/COUNTY-  MN/CASS
 DE8362  COUNTRY     -  US
 DE8362  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8362
 DE8362                         *CURRENT SURVEY CONTROL
 DE8362  ______________________________________________________________________
 DE8362* NAD 83(2007) POSITION- 47 03 11.00034(N) 094 14 50.07058(W)   ADJUSTED  
 DE8362* NAD 83(2007) ELLIP HT-   387.908 (meters)        (02/10/07)   ADJUSTED
 DE8362* NAD 83(2007) EPOCH   -  2002.00
 DE8362* NAVD 88 ORTHO HEIGHT -   416.116  (meters)    1365.21  (feet) ADJUSTED  
 DE8362  ______________________________________________________________________
 DE8362  NAD 83(2007) X  -   -322,432.417 (meters)                     COMP
 DE8362  NAD 83(2007) Y  - -4,341,680.249 (meters)                     COMP
 DE8362  NAD 83(2007) Z  -  4,646,069.343 (meters)                     COMP
 DE8362  LAPLACE CORR    -         -7.23  (seconds)                    DEFLEC09
 DE8362  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 DE8362  DYNAMIC HEIGHT  -        416.150 (meters)     1365.32  (feet) COMP
 DE8362  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 DE8362
 DE8362  VERT ORDER      -  SECOND    CLASS I
 DE8362
 DE8362  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8362  Type                                         Horiz  Ellip  Dist(km)
 DE8362  -------------------------------------------------------------------
 DE8362  NETWORK                                       0.80   0.82
 DE8362  -------------------------------------------------------------------
 DE8362  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.97   0.92      2.57
 DE8362  -------------------------------------------------------------------
 DE8362  NOTE: Click here for information on individual local accuracy
 DE8362  values and other accuracy information.
 DE8362
 DE8362
 DE8362.The horizontal coordinates were established by GPS observations
 DE8362.and adjusted by the National Geodetic Survey in February 2007.
 DE8362
 DE8362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8362.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8362
 DE8362.The horizontal coordinates are valid at the epoch date displayed above
 DE8362.which is a decimal equivalence of Year/Month/Day.
 DE8362
 DE8362.The orthometric height was determined by differential leveling and
 DE8362.adjusted in August 2004.
 DE8362
 DE8362.Photographs are available for this station.
 DE8362
 DE8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8362
 DE8362.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8362
 DE8362.The ellipsoidal height was determined by GPS observations
 DE8362.and is referenced to NAD 83.
 DE8362
 DE8362.The dynamic height is computed by dividing the NAVD 88
 DE8362.geopotential number by the normal gravity value computed on the
 DE8362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8362.degrees latitude (g = 980.6199 gals.).
 DE8362
 DE8362.The modeled gravity was interpolated from observed gravity values.
 DE8362
 DE8362. The following values were computed from the NAD 83(2007) position.
 DE8362
 DE8362;                    North         East     Units Scale Factor Converg.
 DE8362;SPC MN C     -   328,198.498   800,209.568   MT  1.00000067   +0 00 07.2
 DE8362;SPC MN C     - 1,076,764.57  2,625,354.22   sFT  1.00000067   +0 00 07.2
 DE8362;UTM  15      - 5,211,814.783   405,272.153   MT  0.99971028   -0 54 46.9
 DE8362
 DE8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8362!SPC MN C     -   0.99993920  x   1.00000067  =   0.99993987
 DE8362!UTM  15      -   0.99993920  x   0.99971028  =   0.99964950
 DE8362
 DE8362                          SUPERSEDED SURVEY CONTROL
 DE8362
 DE8362  NAD 83(1996)-  47 03 11.00029(N)    094 14 50.07034(W) AD(       ) 1
 DE8362  ELLIP H (10/21/02)  387.911  (m)                       GP(       ) 3 2
 DE8362  NAVD 88 (10/21/02)  416.13   (m)         1365.3    (f) LEVELING    3  
 DE8362
 DE8362.Superseded values are not recommended for survey control.
 DE8362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8362.See file dsdata.txt to determine how the superseded data were derived.
 DE8362
 DE8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0527211814(NAD 83)
 DE8362
 DE8362_MARKER: DD = SURVEY DISK
 DE8362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8362_STAMPING: 1106 J 2000
 DE8362_MARK LOGO: MNDT  
 DE8362_PROJECTION: RECESSED 3 CENTIMETERS
 DE8362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8362+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2006
 DE8362_ROD/PIPE-DEPTH:  4.6 meters
 DE8362
 DE8362  HISTORY     - Date     Condition        Report By
 DE8362  HISTORY     - 2000     MONUMENTED       MNDT
 DE8362  HISTORY     - 20000215 GOOD             MNDT
 DE8362  HISTORY     - 20060711 GOOD             MNDT
 DE8362
 DE8362                          STATION DESCRIPTION
 DE8362
 DE8362'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8362'5.0 MI (8.0 KM) NNW OF LONGVILLE, 1.5 MI (2.4 KM) WEST ALONG TH 200
 DE8362'FROM JCT OF TH 200 A ND TH 84 (4.5 MI NORTH OF LONGVILLE) , AT TH 200
 DE8362'MP 142.5, 109.0 FT (33.2 M) NO RTH OF TH 200, 20.0FT WEST OF CO RD 39,
 DE8362'80.7 FT (24.6 M) NNW OF CABLE PEDESTAL , 32.3 FT (9.8 M) SSE OF P-POLE
 DE8362'(SLOPE DISTANCE) , 3.0 FT (0.9 M) NORTH OF WIT PO ST,
 DE8362
 DE8362                          STATION RECOVERY (2000)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8362'5.0 MI (8.0 KM) NNW OF LONGVILLE, 1.5 MI (2.4 KM) WEST ALONG TH 200
 DE8362'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE), AT TH 200 MP
 DE8362'142.5, 109.0 FT (33.2 M) NORTH OF TH 200, 20.0 FT (6.1 M) WEST OF CO
 DE8362'RD 39, 80.7 FT (24.6 M) NNW OF CABLE PEDESTAL, 32.3 FT (9.8 M) SSE OF
 DE8362'P-POLE (SLOPE DISTANCE), 3.0 FT (0.9 M) NORTH OF WIT POST, RECESSED
 DE8362'1.0 IN, MAGNETIC.
 DE8362
 DE8362                          STATION RECOVERY (2006)
 DE8362
 DE8362'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DE8362'THE MARK IS 5.0 MI (8.0 KM) NORTH-NORTHWEST OF LONGVILLE, 1.5 MI (2.4
 DE8362'KM) WEST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE8362'200 AND TRUNK HIGHWAY 84 AT TRUNK HIGHWAY 200 MILE POINT 142.5,
 DE8362' 
 DE8362'109.0 FT (33.2 M) NORTH OF TRUNK HIGHWAY 200, 20.0 FT (6.1 M) WEST OF
 DE8362'COUNTY ROAD 39, 80.7 FT (24.6 M) NORTH-NORTHWEST OF CABLE PEDESTAL,
 DE8362'32.3 FT (9.8 M) SOUTH-SOUTHEAST OF POWER POLE (SLOPE DISTANCE), 3.0 FT
 DE8362'(0.9 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8357 ***********************************************************************
 DE8357  DESIGNATION -  1106 K
 DE8357  PID         -  DE8357
 DE8357  STATE/COUNTY-  MN/CASS
 DE8357  COUNTRY     -  US
 DE8357  USGS QUAD   -  WHIPHOLT (1996)
 DE8357
 DE8357                         *CURRENT SURVEY CONTROL
 DE8357  ______________________________________________________________________
 DE8357* NAD 83(2007) POSITION- 47 03 00.17242(N) 094 21 26.28937(W)   ADJUSTED  
 DE8357* NAD 83(2007) ELLIP HT-   368.695 (meters)        (02/10/07)   ADJUSTED
 DE8357* NAD 83(2007) EPOCH   -  2002.00
 DE8357* NAVD 88 ORTHO HEIGHT -   396.658  (meters)    1301.37  (feet) ADJUSTED  
 DE8357  ______________________________________________________________________
 DE8357  NAD 83(2007) X  -   -330,789.452 (meters)                     COMP
 DE8357  NAD 83(2007) Y  - -4,341,283.879 (meters)                     COMP
 DE8357  NAD 83(2007) Z  -  4,645,827.442 (meters)                     COMP
 DE8357  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC09
 DE8357  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DE8357  DYNAMIC HEIGHT  -        396.699 (meters)     1301.50  (feet) COMP
 DE8357  MODELED GRAVITY -    980,704.0   (mgal)                       NAVD 88
 DE8357
 DE8357  VERT ORDER      -  SECOND    CLASS I
 DE8357
 DE8357  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8357  Type                                         Horiz  Ellip  Dist(km)
 DE8357  -------------------------------------------------------------------
 DE8357  NETWORK                                       1.12   1.06
 DE8357  -------------------------------------------------------------------
 DE8357  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.65   0.69      2.25
 DE8357  -------------------------------------------------------------------
 DE8357  NOTE: Click here for information on individual local accuracy
 DE8357  values and other accuracy information.
 DE8357
 DE8357
 DE8357.The horizontal coordinates were established by GPS observations
 DE8357.and adjusted by the National Geodetic Survey in February 2007.
 DE8357
 DE8357.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8357.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8357
 DE8357.The horizontal coordinates are valid at the epoch date displayed above
 DE8357.which is a decimal equivalence of Year/Month/Day.
 DE8357
 DE8357.The orthometric height was determined by differential leveling and
 DE8357.adjusted in August 2004.
 DE8357
 DE8357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8357
 DE8357.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8357
 DE8357.The ellipsoidal height was determined by GPS observations
 DE8357.and is referenced to NAD 83.
 DE8357
 DE8357.The dynamic height is computed by dividing the NAVD 88
 DE8357.geopotential number by the normal gravity value computed on the
 DE8357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8357.degrees latitude (g = 980.6199 gals.).
 DE8357
 DE8357.The modeled gravity was interpolated from observed gravity values.
 DE8357
 DE8357. The following values were computed from the NAD 83(2007) position.
 DE8357
 DE8357;                    North         East     Units Scale Factor Converg.
 DE8357;SPC MN C     -   327,869.639   791,846.620   MT  1.00000001   -0 04 39.4
 DE8357;SPC MN C     - 1,075,685.64  2,597,916.79   sFT  1.00000001   -0 04 39.4
 DE8357;UTM  15      - 5,211,619.641   396,907.361   MT  0.99973062   -0 59 36.8
 DE8357
 DE8357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8357!SPC MN C     -   0.99994221  x   1.00000001  =   0.99994222
 DE8357!UTM  15      -   0.99994221  x   0.99973062  =   0.99967285
 DE8357
 DE8357:                Primary Azimuth Mark                     Grid Az
 DE8357:SPC MN C     -  1106 E                                   073 00 05.4
 DE8357:UTM  15      -  1106 E                                   073 55 02.8
 DE8357
 DE8357|---------------------------------------------------------------------|
 DE8357| PID    Reference Object                     Distance      Geod. Az  |
 DE8357|                                                           dddmmss.s |
 DE8357| DE8358 1106 E                              APPROX. 1.0 KM 0725526.0 |
 DE8357|---------------------------------------------------------------------|
 DE8357
 DE8357                          SUPERSEDED SURVEY CONTROL
 DE8357
 DE8357  NAD 83(1996)-  47 03 00.17240(N)    094 21 26.28895(W) AD(       ) 1
 DE8357  ELLIP H (10/21/02)  368.680  (m)                       GP(       ) 3 2
 DE8357  NAVD 88 (10/21/02)  396.67   (m)         1301.4    (f) LEVELING    3  
 DE8357
 DE8357.Superseded values are not recommended for survey control.
 DE8357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8357.See file dsdata.txt to determine how the superseded data were derived.
 DE8357
 DE8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9690711619(NAD 83)
 DE8357
 DE8357_MARKER: DD = SURVEY DISK
 DE8357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8357_STAMPING: 1106 K 2000
 DE8357_MARK LOGO: MNDT  
 DE8357_PROJECTION: FLUSH
 DE8357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8357+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 DE8357_ROD/PIPE-DEPTH: 15.2 meters
 DE8357
 DE8357  HISTORY     - Date     Condition        Report By
 DE8357  HISTORY     - 2000     MONUMENTED       MNDT
 DE8357  HISTORY     - 20000215 GOOD             MNDT
 DE8357
 DE8357                          STATION DESCRIPTION
 DE8357
 DE8357'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE8357'8.0 MI (12.9 KM) NW OF LONGVILLE, 6.85 MI (11.02 KM) WEST ALONG TH 200
 DE8357'FROM JCT OF TH 200 A ND TH 84 (4.5 MI NORTH OF LONGVILLE) , AT TH 200
 DE8357'MP 137.15, 123.0 FT (37.5 M) N ORTH OF TH 200, AT REST AREA, 7.5 FT
 DE8357'(2.3 M) SW OF NW CORNER OF STONE WALL, 3 .0 FT (0.0 CM) NORTH OF EDGE
 DE8357'OFBITUMINOUS, 2.2 FT (0.7 M) SOUTH OF WIT POST.
 DE8357
 DE8357                          STATION RECOVERY (2000)
 DE8357
 DE8357'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 DE8357'8.0 MI (12.9 KM) NW OF LONGVILLE, 6.85 MI (11.02 KM) WEST ALONG TH 200
 DE8357'FROM JCT OF TH 200 AND TH 84 (4.5 MI NORTH OF LONGVILLE), AT TH 200 MP
 DE8357'137.15, 123.0 FT (37.5 M) NORTH OF TH 200, AT REST AREA, 7.5 FT (2.3
 DE8357'M) SW OF NW CORNER OF STONE WALL, 3.0 FT (0.9 M) NORTH OF EDGE OF
 DE8357'BITUMINOUS, 2.2 FT (0.7 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0596 ***********************************************************************
 TB0596  DESIGNATION -  1106=R 1
 TB0596  PID         -  TB0596
 TB0596  STATE/COUNTY-  MN/KOOCHICHING
 TB0596  COUNTRY     -  US
 TB0596  USGS QUAD   -  LOMAN (1970)
 TB0596
 TB0596                         *CURRENT SURVEY CONTROL
 TB0596  ______________________________________________________________________
 TB0596* NAD 83(1986) POSITION- 48 37 33.     (N) 093 50 14.     (W)   SCALED    
 TB0596* NAVD 88 ORTHO HEIGHT -   337.067  (meters)    1105.86  (feet) POSTED    
 TB0596  ______________________________________________________________________
 TB0596  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 TB0596  DYNAMIC HEIGHT  -        337.15  (meters)     1106.1   (feet) COMP
 TB0596  MODELED GRAVITY -    980,854.2   (mgal)                       NAVD 88
 TB0596
 TB0596  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TB0596
 TB0596.The horizontal coordinates were scaled from a topographic map and have
 TB0596.an estimated accuracy of +/- 6 seconds.
 TB0596.
 TB0596.The orthometric height was determined by differential leveling
 TB0596.and adjusted by the  in 1992.
 TB0596
 TB0596.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TB0596.was located on a no-check spur therefore a value was not computed.
 TB0596
 TB0596.No vertical observational check was made to the station.
 TB0596
 TB0596.The dynamic height is computed by dividing the NAVD 88
 TB0596.geopotential number by the normal gravity value computed on the
 TB0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0596.degrees latitude (g = 980.6199 gals.).
 TB0596
 TB0596.The modeled gravity was interpolated from observed gravity values.
 TB0596
 TB0596;                    North         East    Units  Estimated Accuracy
 TB0596;SPC MN N     -   336,610.      745,650.      MT  (+/- 180 meters Scaled)
 TB0596
 TB0596                          SUPERSEDED SURVEY CONTROL
 TB0596
 TB0596  NGVD 29 (??/??/92)  336.713  (m)         1104.70   (f) ADJ UNCH    1 2
 TB0596
 TB0596.Superseded values are not recommended for survey control.
 TB0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0596.See file dsdata.txt to determine how the superseded data were derived.
 TB0596
 TB0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP383862(NAD 83)
 TB0596
 TB0596_MARKER: P = PIPE CAP
 TB0596_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TB0596_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TB0596_STAMPING: 1106
 TB0596_MARK LOGO: USGS  
 TB0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0596
 TB0596  HISTORY     - Date     Condition        Report By
 TB0596  HISTORY     - UNK      MONUMENTED       USGS
 TB0596  HISTORY     - 1935     GOOD             CGS
 TB0596  HISTORY     - 1981     POOR             NGS
 TB0596
 TB0596                          STATION DESCRIPTION
 TB0596
 TB0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TB0596'IN INDUS.
 TB0596'AT INDUS, KOOCHICHING COUNTY, ON STATE HIGHWAY 11, IN THE NORTHEAST
 TB0596'QUARTER OF SECTION 3, T 169 N, R 25 W, ON THE BROW OF A SLOPE
 TB0596'DESCENDING TO RAINY RIVER, ABOUT 400 FEET EAST OF A SERVICE STATION,
 TB0596'50 FEET NORTH OF THE HIGHWAY, AND 12 FEET SOUTH OF A ROAD LEADING
 TB0596'NORTHEAST ALONG THE RIVER BANK.  A UNITED STATES GEOLOGICAL SURVEY
 TB0596'STANDARD CAP, STAMPED 1106 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 TB0596'PIPE.
 TB0596
 TB0596                          STATION RECOVERY (1981)
 TB0596
 TB0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TB0596'PIPE AND CAP FOUND LOOSE IN GROUND, NOT SUITABLE FOR LEVELS, STAMPING
 TB0596'ILLEGIBLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0574 ***********************************************************************
 TB0574  DESIGNATION -  1106=W 1
 TB0574  PID         -  TB0574
 TB0574  STATE/COUNTY-  MN/KOOCHICHING
 TB0574  COUNTRY     -  US
 TB0574  USGS QUAD   -  PELLAND (1970)
 TB0574
 TB0574                         *CURRENT SURVEY CONTROL
 TB0574  ______________________________________________________________________
 TB0574* NAD 83(1986) POSITION- 48 31 14.     (N) 093 36 48.     (W)   SCALED    
 TB0574* NAVD 88 ORTHO HEIGHT -   336.867  (meters)    1105.20  (feet) POSTED    
 TB0574  ______________________________________________________________________
 TB0574  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 TB0574  DYNAMIC HEIGHT  -        336.94  (meters)     1105.4   (feet) COMP
 TB0574  MODELED GRAVITY -    980,826.4   (mgal)                       NAVD 88
 TB0574
 TB0574  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TB0574
 TB0574.The horizontal coordinates were scaled from a topographic map and have
 TB0574.an estimated accuracy of +/- 6 seconds.
 TB0574.
 TB0574.The orthometric height was determined by differential leveling
 TB0574.and adjusted by the  in 1992.
 TB0574
 TB0574.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TB0574.was located on a no-check spur therefore a value was not computed.
 TB0574
 TB0574.No vertical observational check was made to the station.
 TB0574
 TB0574.The dynamic height is computed by dividing the NAVD 88
 TB0574.geopotential number by the normal gravity value computed on the
 TB0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0574.degrees latitude (g = 980.6199 gals.).
 TB0574
 TB0574.The modeled gravity was interpolated from observed gravity values.
 TB0574
 TB0574;                    North         East    Units  Estimated Accuracy
 TB0574;SPC MN N     -   324,770.      762,080.      MT  (+/- 180 meters Scaled)
 TB0574
 TB0574                          SUPERSEDED SURVEY CONTROL
 TB0574
 TB0574  NGVD 29 (??/??/92)  336.500  (m)         1104.00   (f) ADJ UNCH    1 2
 TB0574
 TB0574.Superseded values are not recommended for survey control.
 TB0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0574.See file dsdata.txt to determine how the superseded data were derived.
 TB0574
 TB0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP547743(NAD 83)
 TB0574
 TB0574_MARKER: P = PIPE CAP
 TB0574_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TB0574_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TB0574_STAMPING: 1106
 TB0574_MARK LOGO: USGS  
 TB0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0574
 TB0574  HISTORY     - Date     Condition        Report By
 TB0574  HISTORY     - UNK      MONUMENTED       USGS
 TB0574  HISTORY     - 1935     GOOD             CGS
 TB0574  HISTORY     - 1981     MARK NOT FOUND   NGS
 TB0574
 TB0574                          STATION DESCRIPTION
 TB0574
 TB0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TB0574'2.1 MI W FROM PELLAND.
 TB0574'2.1 MILES WEST ALONG STATE HIGHWAY 11 FROM THE JUNCTION OF U.S.
 TB0574'HIGHWAY 71 NEAR PELLAND, KOOCHICHING COUNTY, 1.5 MILES WEST OF THE
 TB0574'LITTLE FORK RIVER BRIDGE, 528 FEET NORTH OF THE CORNER COMMON TO
 TB0574'SECTIONS 25, 30, 31 AND 36, T 70 N, ON THE LINE BETWEEN RS.  25 AND 26
 TB0574'W, ABOUT 500 FEET NORTH OF THE HIGHWAY, ON THE BOUNDARY BETWEEN THE
 TB0574'NICHOLSON AND THE HEWEY FARMS, AND 1 FOOT EAST OF A NORTH-AND-SOUTH
 TB0574'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1106
 TB0574'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 TB0574
 TB0574                          STATION RECOVERY (1981)
 TB0574
 TB0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TB0574'NOT RECOVERED, NOT ACCESSIBLE FOR OUR LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4707 ***********************************************************************
 DG4707  DESIGNATION -  1107 A
 DG4707  PID         -  DG4707
 DG4707  STATE/COUNTY-  MN/CASS
 DG4707  COUNTRY     -  US
 DG4707  USGS QUAD   -  TOWN LINE LAKE (1996)
 DG4707
 DG4707                         *CURRENT SURVEY CONTROL
 DG4707  ______________________________________________________________________
 DG4707* NAD 83(2007) POSITION- 47 02 53.28050(N) 094 08 14.90746(W)   ADJUSTED  
 DG4707* NAD 83(2007) ELLIP HT-   383.844 (meters)        (02/10/07)   ADJUSTED
 DG4707* NAD 83(2007) EPOCH   -  2002.00
 DG4707* NAVD 88 ORTHO HEIGHT -   412.329  (meters)    1352.78  (feet) ADJUSTED  
 DG4707  ______________________________________________________________________
 DG4707  NAD 83(2007) X  -   -314,142.719 (meters)                     COMP
 DG4707  NAD 83(2007) Y  - -4,342,686.749 (meters)                     COMP
 DG4707  NAD 83(2007) Z  -  4,645,693.505 (meters)                     COMP
 DG4707  LAPLACE CORR    -         -6.44  (seconds)                    DEFLEC09
 DG4707  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 DG4707  DYNAMIC HEIGHT  -        412.354 (meters)     1352.86  (feet) COMP
 DG4707  MODELED GRAVITY -    980,663.5   (mgal)                       NAVD 88
 DG4707
 DG4707  VERT ORDER      -  SECOND    CLASS I
 DG4707
 DG4707  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4707  Type                                         Horiz  Ellip  Dist(km)
 DG4707  -------------------------------------------------------------------
 DG4707  NETWORK                                       0.81   1.04
 DG4707  -------------------------------------------------------------------
 DG4707  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.78   1.00      2.76
 DG4707  -------------------------------------------------------------------
 DG4707  NOTE: Click here for information on individual local accuracy
 DG4707  values and other accuracy information.
 DG4707
 DG4707
 DG4707.The horizontal coordinates were established by GPS observations
 DG4707.and adjusted by the National Geodetic Survey in February 2007.
 DG4707
 DG4707.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4707.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4707
 DG4707.The horizontal coordinates are valid at the epoch date displayed above
 DG4707.which is a decimal equivalence of Year/Month/Day.
 DG4707
 DG4707.The orthometric height was determined by differential leveling and
 DG4707.adjusted in May 2009.
 DG4707
 DG4707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4707
 DG4707.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4707
 DG4707.The ellipsoidal height was determined by GPS observations
 DG4707.and is referenced to NAD 83.
 DG4707
 DG4707.The dynamic height is computed by dividing the NAVD 88
 DG4707.geopotential number by the normal gravity value computed on the
 DG4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4707.degrees latitude (g = 980.6199 gals.).
 DG4707
 DG4707.The modeled gravity was interpolated from observed gravity values.
 DG4707
 DG4707. The following values were computed from the NAD 83(2007) position.
 DG4707
 DG4707;                    North         East     Units Scale Factor Converg.
 DG4707;SPC MN C     -   327,657.361   808,550.560   MT  0.99999959   +0 04 53.0
 DG4707;SPC MN C     - 1,074,989.19  2,652,719.63   sFT  0.99999959   +0 04 53.0
 DG4707;UTM  15      - 5,211,140.790   413,600.952   MT  0.99969174   -0 49 57.4
 DG4707
 DG4707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4707!SPC MN C     -   0.99993984  x   0.99999959  =   0.99993943
 DG4707!UTM  15      -   0.99993984  x   0.99969174  =   0.99963159
 DG4707
 DG4707                          SUPERSEDED SURVEY CONTROL
 DG4707
 DG4707  NAD 83(1996)-  47 02 53.28036(N)    094 08 14.90729(W) AD(       ) 1
 DG4707  ELLIP H (03/16/04)  383.852  (m)                       GP(       ) 3 1
 DG4707  NAVD 88 (03/16/04)  412.33   (m)         1352.8    (f) LEVELING    3  
 DG4707
 DG4707.Superseded values are not recommended for survey control.
 DG4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4707.See file dsdata.txt to determine how the superseded data were derived.
 DG4707
 DG4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1360011140(NAD 83)
 DG4707
 DG4707_MARKER: DD = SURVEY DISK
 DG4707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4707_STAMPING: 1107 A 2002
 DG4707_MARK LOGO: MNDT  
 DG4707_PROJECTION: RECESSED 3 CENTIMETERS
 DG4707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4707+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG4707_ROD/PIPE-DEPTH:  6.1 meters
 DG4707
 DG4707  HISTORY     - Date     Condition        Report By
 DG4707  HISTORY     - 2002     MONUMENTED       MNDT
 DG4707  HISTORY     - 20020422 GOOD             MNDT
 DG4707
 DG4707                          STATION DESCRIPTION
 DG4707
 DG4707'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4707'THE MARK IS 6 MI (9.7 KM) NE OF LONGVILLE, 3.75 MI (6.03 KM) EAST OF
 DG4707'THE JCT OF TH 200 AND TH 84, AT TH 200 MP 147.75, 86 FT (26.2 M) NORTH
 DG4707'OF TH 200, 34.5 FT (10.5 M) WEST OF CO RD 53, 12.8 FT (3.9 M) EAST OF
 DG4707'RIGHT OF WAY POST, 19.2 F T SSE OF CABLE PEDESTAL, 44.4 FT (13.5 M) SE
 DG4707'OF P-POLE, 2.2 FT (0.7 M) EAST OF WITNESS POST.
 DG4707
 DG4707                          STATION RECOVERY (2002)
 DG4707
 DG4707'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4707'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8452 ***********************************************************************
 DK8452  DESIGNATION -  1107 B
 DK8452  PID         -  DK8452
 DK8452  STATE/COUNTY-  MN/CASS
 DK8452  COUNTRY     -  US
 DK8452  USGS QUAD   -  TOBIQUE (1996)
 DK8452
 DK8452                         *CURRENT SURVEY CONTROL
 DK8452  ______________________________________________________________________
 DK8452* NAD 83(1986) POSITION- 47 02 40.00   (N) 094 06 36.00   (W)   HD_HELD1  
 DK8452* NAVD 88 ORTHO HEIGHT -   404.622  (meters)    1327.50  (feet) ADJUSTED  
 DK8452  ______________________________________________________________________
 DK8452  GEOID HEIGHT    -        -28.54  (meters)                     GEOID09
 DK8452  DYNAMIC HEIGHT  -        404.646 (meters)     1327.58  (feet) COMP
 DK8452  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 DK8452
 DK8452  VERT ORDER      -  SECOND    CLASS I
 DK8452
 DK8452.The horizontal coordinates were scaled from a topographic map and have
 DK8452.an estimated accuracy of +/- 6 seconds.
 DK8452.
 DK8452.The orthometric height was determined by differential leveling and
 DK8452.adjusted in May 2009.
 DK8452
 DK8452.The dynamic height is computed by dividing the NAVD 88
 DK8452.geopotential number by the normal gravity value computed on the
 DK8452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8452.degrees latitude (g = 980.6199 gals.).
 DK8452
 DK8452.The modeled gravity was interpolated from observed gravity values.
 DK8452
 DK8452;                    North         East    Units  Estimated Accuracy
 DK8452;SPC MN C     -   327,250.6     810,639.0     MT  (+/- 3 meters HH1 GPS) 
 DK8452
 DK8452                          SUPERSEDED SURVEY CONTROL
 DK8452
 DK8452.No superseded survey control is available for this station.
 DK8452
 DK8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1568110700(NAD 83)
 DK8452
 DK8452_MARKER: DV = VERTICAL CONTROL DISK
 DK8452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK8452_SP_SET: BRIDGE ABUTMENT
 DK8452_STAMPING: 1107 B 2002
 DK8452_MARK LOGO: MNDT  
 DK8452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK8452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8452+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2002
 DK8452
 DK8452  HISTORY     - Date     Condition        Report By
 DK8452  HISTORY     - 1987     MONUMENTED       MNDT
 DK8452  HISTORY     - 20020410 GOOD             MNDT
 DK8452
 DK8452                          STATION DESCRIPTION
 DK8452
 DK8452'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DK8452'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DK8452'ABOUT 8.6 MI (13.8 KM) SOUTH OF BOY RIVER, AND 5.9 MI (9.5 KM)
 DK8452'SOUTHWEST OF TOBIQUE.  THE MARK IS 6.5 MI (10.5 KM) NORTHEAST OF
 DK8452'LONGVILLE, IN BRIDGE ABUTMENT AT SE CORNER OF TRUNK HIGHWAY 200 BRIDGE
 DK8452'NO 11006 OVER BOY RIVER, 5.05 MI (8.1 KM) EAST ALONG TRUNK HIGHWAY 200
 DK8452'FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 84 AT TRUNK
 DK8452'HIGHWAY 200 MILEPOST 149.05, 24.5 FT (7.5 M) SOUTH OF TRUNK HIGHWAY
 DK8452'200, MAGNETIC, AND NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN
 DK8452'BUILT IN 1987 THEN STAMPED IN 2002.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4708 ***********************************************************************
 DG4708  DESIGNATION -  1107 C
 DG4708  PID         -  DG4708
 DG4708  STATE/COUNTY-  MN/CASS
 DG4708  COUNTRY     -  US
 DG4708  USGS QUAD   -  TOBIQUE (1996)
 DG4708
 DG4708                         *CURRENT SURVEY CONTROL
 DG4708  ______________________________________________________________________
 DG4708* NAD 83(2007) POSITION- 47 02 34.17777(N) 094 04 18.49394(W)   ADJUSTED  
 DG4708* NAD 83(2007) ELLIP HT-   387.512 (meters)        (02/10/07)   ADJUSTED
 DG4708* NAD 83(2007) EPOCH   -  2002.00
 DG4708* NAVD 88 ORTHO HEIGHT -   416.123  (meters)    1365.23  (feet) ADJUSTED  
 DG4708  ______________________________________________________________________
 DG4708  NAD 83(2007) X  -   -309,195.914 (meters)                     COMP
 DG4708  NAD 83(2007) Y  - -4,343,477.139 (meters)                     COMP
 DG4708  NAD 83(2007) Z  -  4,645,294.189 (meters)                     COMP
 DG4708  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC09
 DG4708  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 DG4708  DYNAMIC HEIGHT  -        416.147 (meters)     1365.31  (feet) COMP
 DG4708  MODELED GRAVITY -    980,657.8   (mgal)                       NAVD 88
 DG4708
 DG4708  VERT ORDER      -  SECOND    CLASS I
 DG4708
 DG4708  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4708  Type                                         Horiz  Ellip  Dist(km)
 DG4708  -------------------------------------------------------------------
 DG4708  NETWORK                                       0.81   1.02
 DG4708  -------------------------------------------------------------------
 DG4708  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.64   0.85      2.08
 DG4708  -------------------------------------------------------------------
 DG4708  NOTE: Click here for information on individual local accuracy
 DG4708  values and other accuracy information.
 DG4708
 DG4708
 DG4708.The horizontal coordinates were established by GPS observations
 DG4708.and adjusted by the National Geodetic Survey in February 2007.
 DG4708
 DG4708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4708.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4708
 DG4708.The horizontal coordinates are valid at the epoch date displayed above
 DG4708.which is a decimal equivalence of Year/Month/Day.
 DG4708
 DG4708.The orthometric height was determined by differential leveling and
 DG4708.adjusted in May 2009.
 DG4708
 DG4708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4708
 DG4708.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4708
 DG4708.The ellipsoidal height was determined by GPS observations
 DG4708.and is referenced to NAD 83.
 DG4708
 DG4708.The dynamic height is computed by dividing the NAVD 88
 DG4708.geopotential number by the normal gravity value computed on the
 DG4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4708.degrees latitude (g = 980.6199 gals.).
 DG4708
 DG4708.The modeled gravity was interpolated from observed gravity values.
 DG4708
 DG4708. The following values were computed from the NAD 83(2007) position.
 DG4708
 DG4708;                    North         East     Units Scale Factor Converg.
 DG4708;SPC MN C     -   327,076.609   813,542.018   MT  0.99999844   +0 07 44.1
 DG4708;SPC MN C     - 1,073,083.84  2,669,095.77   sFT  0.99999844   +0 07 44.1
 DG4708;UTM  15      - 5,210,480.724   418,580.959   MT  0.99968147   -0 47 04.0
 DG4708
 DG4708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4708!SPC MN C     -   0.99993926  x   0.99999844  =   0.99993770
 DG4708!UTM  15      -   0.99993926  x   0.99968147  =   0.99962075
 DG4708
 DG4708                          SUPERSEDED SURVEY CONTROL
 DG4708
 DG4708  NAD 83(1996)-  47 02 34.17756(N)    094 04 18.49376(W) AD(       ) 1
 DG4708  ELLIP H (03/16/04)  387.523  (m)                       GP(       ) 3 1
 DG4708  NAVD 88 (03/16/04)  416.12   (m)         1365.2    (f) LEVELING    3  
 DG4708
 DG4708.Superseded values are not recommended for survey control.
 DG4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4708.See file dsdata.txt to determine how the superseded data were derived.
 DG4708
 DG4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1858010480(NAD 83)
 DG4708
 DG4708_MARKER: DD = SURVEY DISK
 DG4708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4708_STAMPING: 1107 C 2002
 DG4708_MARK LOGO: MNDT  
 DG4708_PROJECTION: RECESSED 3 CENTIMETERS
 DG4708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4708+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG4708_ROD/PIPE-DEPTH: 10.7 meters
 DG4708
 DG4708  HISTORY     - Date     Condition        Report By
 DG4708  HISTORY     - 2002     MONUMENTED       MNDT
 DG4708  HISTORY     - 20020422 GOOD             MNDT
 DG4708
 DG4708                          STATION DESCRIPTION
 DG4708
 DG4708'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4708'THE MARK IS 7.25 MI (11.67 KM) WEST OF REMER, 7.15 MI (11.51 KM) WEST
 DG4708'ALONG TH 200 FROM JCT OF TH 200 AND TH 6 ON THE WEST SIDE OF REMER, AT
 DG4708'TH 200 MP 150.85, 54 FT (16.5 M) SOUTH OF TH 200, 33.5 FT (10.2 M)
 DG4708'WEST OF 40TH AVE NE, CO RD 129, 9.1 FT (2.8 M) NE OF WEST END OF 24
 DG4708'INCH CORRUGATED METAL PIPE, 8.2 FT (2.5 M) NE OF ROAD SIGN, 4.5 FT
 DG4708'(1.4 M) EAST OF WITNESS POST.
 DG4708
 DG4708                          STATION RECOVERY (2002)
 DG4708
 DG4708'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4708'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8453 ***********************************************************************
 DK8453  DESIGNATION -  1107 D
 DK8453  PID         -  DK8453
 DK8453  STATE/COUNTY-  MN/CASS
 DK8453  COUNTRY     -  US
 DK8453  USGS QUAD   -  TOBIQUE (1996)
 DK8453
 DK8453                         *CURRENT SURVEY CONTROL
 DK8453  ______________________________________________________________________
 DK8453* NAD 83(1986) POSITION- 47 02 52.10   (N) 094 00 06.30   (W)   HD_HELD1  
 DK8453* NAVD 88 ORTHO HEIGHT -   408.285  (meters)    1339.52  (feet) ADJUSTED  
 DK8453  ______________________________________________________________________
 DK8453  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 DK8453  DYNAMIC HEIGHT  -        408.307 (meters)     1339.59  (feet) COMP
 DK8453  MODELED GRAVITY -    980,655.5   (mgal)                       NAVD 88
 DK8453
 DK8453  VERT ORDER      -  SECOND    CLASS I
 DK8453
 DK8453.The horizontal coordinates were scaled from a topographic map and have
 DK8453.an estimated accuracy of +/- 6 seconds.
 DK8453.
 DK8453.The orthometric height was determined by differential leveling and
 DK8453.adjusted in May 2009.
 DK8453
 DK8453.The dynamic height is computed by dividing the NAVD 88
 DK8453.geopotential number by the normal gravity value computed on the
 DK8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8453.degrees latitude (g = 980.6199 gals.).
 DK8453
 DK8453.The modeled gravity was interpolated from observed gravity values.
 DK8453
 DK8453;                    North         East    Units  Estimated Accuracy
 DK8453;SPC MN C     -   327,644.4     818,864.0     MT  (+/- 3 meters HH1 GPS) 
 DK8453
 DK8453                          SUPERSEDED SURVEY CONTROL
 DK8453
 DK8453.No superseded survey control is available for this station.
 DK8453
 DK8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2390910963(NAD 83)
 DK8453
 DK8453_MARKER: DD = SURVEY DISK
 DK8453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8453_MARK LOGO: MNDT  
 DK8453_PROJECTION: FLUSH
 DK8453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8453+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DK8453_ROD/PIPE-DEPTH: 21.3 meters
 DK8453
 DK8453  HISTORY     - Date     Condition        Report By
 DK8453  HISTORY     - 2002     MONUMENTED       MNDT
 DK8453
 DK8453                          STATION DESCRIPTION
 DK8453
 DK8453'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK8453'THE STATION IS LOCATED ABOUT 10.1 MI (16.2 KM) SOUTHEAST OF BOY RIVER,
 DK8453'5.0 MI (8.1 KM) SOUTH-SOUTHEAST OF TOBIQUE AND 4.1 MI (6.6 KM) WEST OF
 DK8453'REMER. 3.8 MI (6.1 KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND TH 6
 DK8453'ON THE WEST SIDE OF REMER, AT TH 200 MP 154.2, 76.2 FT (23.2 M) SOUTH
 DK8453'OF TH 200, 12.8 FT (3.9 M) EAST OF FOREST RD, 2.4 FT (0.7 M) WEST OF
 DK8453'WIT POST, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS.  ROD DEPTH 70 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4709 ***********************************************************************
 DG4709  DESIGNATION -  1107 E
 DG4709  PID         -  DG4709
 DG4709  STATE/COUNTY-  MN/CASS
 DG4709  COUNTRY     -  US
 DG4709  USGS QUAD   -  REMER (1996)
 DG4709
 DG4709                         *CURRENT SURVEY CONTROL
 DG4709  ______________________________________________________________________
 DG4709* NAD 83(2007) POSITION- 47 02 57.55125(N) 093 58 48.82001(W)   ADJUSTED  
 DG4709* NAD 83(2007) ELLIP HT-   385.976 (meters)        (02/10/07)   ADJUSTED
 DG4709* NAD 83(2007) EPOCH   -  2002.00
 DG4709* NAVD 88 ORTHO HEIGHT -   414.692  (meters)    1360.54  (feet) ADJUSTED  
 DG4709  ______________________________________________________________________
 DG4709  NAD 83(2007) X  -   -302,216.580 (meters)                     COMP
 DG4709  NAD 83(2007) Y  - -4,343,437.693 (meters)                     COMP
 DG4709  NAD 83(2007) Z  -  4,645,784.934 (meters)                     COMP
 DG4709  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC09
 DG4709  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 DG4709  DYNAMIC HEIGHT  -        414.715 (meters)     1360.61  (feet) COMP
 DG4709  MODELED GRAVITY -    980,656.2   (mgal)                       NAVD 88
 DG4709
 DG4709  VERT ORDER      -  SECOND    CLASS I
 DG4709
 DG4709  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4709  Type                                         Horiz  Ellip  Dist(km)
 DG4709  -------------------------------------------------------------------
 DG4709  NETWORK                                       0.82   1.00
 DG4709  -------------------------------------------------------------------
 DG4709  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.75   0.91      2.93
 DG4709  -------------------------------------------------------------------
 DG4709  NOTE: Click here for information on individual local accuracy
 DG4709  values and other accuracy information.
 DG4709
 DG4709
 DG4709.The horizontal coordinates were established by GPS observations
 DG4709.and adjusted by the National Geodetic Survey in February 2007.
 DG4709
 DG4709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4709.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4709
 DG4709.The horizontal coordinates are valid at the epoch date displayed above
 DG4709.which is a decimal equivalence of Year/Month/Day.
 DG4709
 DG4709.The orthometric height was determined by differential leveling and
 DG4709.adjusted in May 2009.
 DG4709
 DG4709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4709
 DG4709.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4709
 DG4709.The ellipsoidal height was determined by GPS observations
 DG4709.and is referenced to NAD 83.
 DG4709
 DG4709.The dynamic height is computed by dividing the NAVD 88
 DG4709.geopotential number by the normal gravity value computed on the
 DG4709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4709.degrees latitude (g = 980.6199 gals.).
 DG4709
 DG4709.The modeled gravity was interpolated from observed gravity values.
 DG4709
 DG4709. The following values were computed from the NAD 83(2007) position.
 DG4709
 DG4709;                    North         East     Units Scale Factor Converg.
 DG4709;SPC MN C     -   327,818.082   820,498.865   MT  0.99999985   +0 11 42.5
 DG4709;SPC MN C     - 1,075,516.49  2,691,920.03   sFT  0.99999985   +0 11 42.5
 DG4709;UTM  15      - 5,211,111.046   425,546.476   MT  0.99966813   -0 43 03.0
 DG4709
 DG4709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4709!SPC MN C     -   0.99993950  x   0.99999985  =   0.99993935
 DG4709!UTM  15      -   0.99993950  x   0.99966813  =   0.99960765
 DG4709
 DG4709                          SUPERSEDED SURVEY CONTROL
 DG4709
 DG4709  NAD 83(1996)-  47 02 57.55095(N)    093 58 48.81985(W) AD(       ) 1
 DG4709  ELLIP H (03/16/04)  385.992  (m)                       GP(       ) 3 1
 DG4709  NAVD 88 (03/16/04)  414.69   (m)         1360.5    (f) LEVELING    3  
 DG4709
 DG4709.Superseded values are not recommended for survey control.
 DG4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4709.See file dsdata.txt to determine how the superseded data were derived.
 DG4709
 DG4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2554611111(NAD 83)
 DG4709
 DG4709_MARKER: DD = SURVEY DISK
 DG4709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4709_STAMPING: 1107 E 2002
 DG4709_MARK LOGO: MNDT  
 DG4709_PROJECTION: FLUSH
 DG4709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4709+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4709_ROD/PIPE-DEPTH:  7.6 meters
 DG4709
 DG4709  HISTORY     - Date     Condition        Report By
 DG4709  HISTORY     - 2002     MONUMENTED       MNDT
 DG4709
 DG4709                          STATION DESCRIPTION
 DG4709
 DG4709'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4709'THE MARK IS 3 MI (4.8 KM) WEST OF REMER, 2.8 MI (4.5 KM) WEST ALONG TH
 DG4709'200 FROM THE JCT OF TH 200 AND TH 6 ON THE WEST SIDE OF REMER, AT TH
 DG4709'200 MP 155.2, 44.5 FT (13.6 M) SOUTH OF TH 200, 16 FT (4.9 M) WEST OF
 DG4709'ENTRANCE, 3.0 FT (0.9 M) EAST OF WITNESS POST, FLUSH, MAGNETIC,
 DG4709'AND SUITABLE FOR GPS.  ROD DEPTH 25 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4710 ***********************************************************************
 DG4710  DESIGNATION -  1107 F
 DG4710  PID         -  DG4710
 DG4710  STATE/COUNTY-  MN/CASS
 DG4710  COUNTRY     -  US
 DG4710  USGS QUAD   -  REMER (1996)
 DG4710
 DG4710                         *CURRENT SURVEY CONTROL
 DG4710  ______________________________________________________________________
 DG4710* NAD 83(2007) POSITION- 47 03 11.19558(N) 093 57 44.10071(W)   ADJUSTED  
 DG4710* NAD 83(2007) ELLIP HT-   382.377 (meters)        (02/10/07)   ADJUSTED
 DG4710* NAD 83(2007) EPOCH   -  2002.00
 DG4710* NAVD 88 ORTHO HEIGHT -   411.125  (meters)    1348.83  (feet) ADJUSTED  
 DG4710  ______________________________________________________________________
 DG4710  NAD 83(2007) X  -   -300,832.251 (meters)                     COMP
 DG4710  NAD 83(2007) Y  - -4,343,222.164 (meters)                     COMP
 DG4710  NAD 83(2007) Z  -  4,646,069.403 (meters)                     COMP
 DG4710  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC09
 DG4710  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DG4710  DYNAMIC HEIGHT  -        411.148 (meters)     1348.91  (feet) COMP
 DG4710  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DG4710
 DG4710  VERT ORDER      -  SECOND    CLASS I
 DG4710
 DG4710  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4710  Type                                         Horiz  Ellip  Dist(km)
 DG4710  -------------------------------------------------------------------
 DG4710  NETWORK                                       0.79   0.94
 DG4710  -------------------------------------------------------------------
 DG4710  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.72   0.86      1.56
 DG4710  -------------------------------------------------------------------
 DG4710  NOTE: Click here for information on individual local accuracy
 DG4710  values and other accuracy information.
 DG4710
 DG4710
 DG4710.The horizontal coordinates were established by GPS observations
 DG4710.and adjusted by the National Geodetic Survey in February 2007.
 DG4710
 DG4710.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4710.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4710
 DG4710.The horizontal coordinates are valid at the epoch date displayed above
 DG4710.which is a decimal equivalence of Year/Month/Day.
 DG4710
 DG4710.The orthometric height was determined by differential leveling and
 DG4710.adjusted in May 2009.
 DG4710
 DG4710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4710
 DG4710.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4710
 DG4710.The ellipsoidal height was determined by GPS observations
 DG4710.and is referenced to NAD 83.
 DG4710
 DG4710.The dynamic height is computed by dividing the NAVD 88
 DG4710.geopotential number by the normal gravity value computed on the
 DG4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4710.degrees latitude (g = 980.6199 gals.).
 DG4710
 DG4710.The modeled gravity was interpolated from observed gravity values.
 DG4710
 DG4710. The following values were computed from the NAD 83(2007) position.
 DG4710
 DG4710;                    North         East     Units Scale Factor Converg.
 DG4710;SPC MN C     -   328,244.238   821,863.370   MT  1.00000068   +0 12 29.4
 DG4710;SPC MN C     - 1,076,914.64  2,696,396.74   sFT  1.00000068   +0 12 29.4
 DG4710;UTM  15      - 5,211,515.281   426,917.139   MT  0.99966564   -0 42 15.8
 DG4710
 DG4710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4710!SPC MN C     -   0.99994007  x   1.00000068  =   0.99994075
 DG4710!UTM  15      -   0.99994007  x   0.99966564  =   0.99960573
 DG4710
 DG4710                          SUPERSEDED SURVEY CONTROL
 DG4710
 DG4710  NAD 83(1996)-  47 03 11.19527(N)    093 57 44.10055(W) AD(       ) 1
 DG4710  ELLIP H (03/16/04)  382.393  (m)                       GP(       ) 3 1
 DG4710  NAVD 88 (03/16/04)  411.12   (m)         1348.8    (f) LEVELING    3  
 DG4710
 DG4710.Superseded values are not recommended for survey control.
 DG4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4710.See file dsdata.txt to determine how the superseded data were derived.
 DG4710
 DG4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2691711515(NAD 83)
 DG4710
 DG4710_MARKER: DD = SURVEY DISK
 DG4710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4710_STAMPING: 1107 F 2002
 DG4710_MARK LOGO: MNDT  
 DG4710_PROJECTION: FLUSH
 DG4710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4710+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DG4710_ROD/PIPE-DEPTH: 16.8 meters
 DG4710
 DG4710  HISTORY     - Date     Condition        Report By
 DG4710  HISTORY     - 2002     MONUMENTED       MNDT
 DG4710
 DG4710                          STATION DESCRIPTION
 DG4710
 DG4710'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4710'THE MARK IS 2 MI (3.2 KM) WEST OF REMER, 1.9 MI (3.1 KM) WEST ALONG TH
 DG4710'200 FROM THE JCT OF TH 200 AND TH 6 ON THE WEST SIDE OF REMER, AT TH
 DG4710'200 MP 156.1, 67.5 FT (20.6 M) SOUTH OF TH 200, 79.5 FT (24.2 M) EAST
 DG4710'OF FOREST ROAD 2069, 31.9 FT (9.7 M) NORTH OF RIGHT OF WAY POST, 2.1
 DG4710'FT (0.6 M) NORTH OF WITNESS POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DG4710'GPS.  ROD DEPTH 55 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8458 ***********************************************************************
 DK8458  DESIGNATION -  1107 G
 DK8458  PID         -  DK8458
 DK8458  STATE/COUNTY-  MN/CASS
 DK8458  COUNTRY     -  US
 DK8458  USGS QUAD   -  REMER (1996)
 DK8458
 DK8458                         *CURRENT SURVEY CONTROL
 DK8458  ______________________________________________________________________
 DK8458* NAD 83(1986) POSITION- 47 03 12.70   (N) 093 57 45.60   (W)   HD_HELD1  
 DK8458* NAVD 88 ORTHO HEIGHT -   411.743  (meters)    1350.86  (feet) ADJUSTED  
 DK8458  ______________________________________________________________________
 DK8458  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DK8458  DYNAMIC HEIGHT  -        411.766 (meters)     1350.94  (feet) COMP
 DK8458  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DK8458
 DK8458  VERT ORDER      -  SECOND    CLASS I
 DK8458
 DK8458.The horizontal coordinates were scaled from a topographic map and have
 DK8458.an estimated accuracy of +/- 6 seconds.
 DK8458.
 DK8458.The orthometric height was determined by differential leveling and
 DK8458.adjusted in May 2009.
 DK8458
 DK8458.The dynamic height is computed by dividing the NAVD 88
 DK8458.geopotential number by the normal gravity value computed on the
 DK8458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8458.degrees latitude (g = 980.6199 gals.).
 DK8458
 DK8458.The modeled gravity was interpolated from observed gravity values.
 DK8458
 DK8458;                    North         East    Units  Estimated Accuracy
 DK8458;SPC MN C     -   328,290.6     821,831.6     MT  (+/- 3 meters HH1 GPS) 
 DK8458
 DK8458                          SUPERSEDED SURVEY CONTROL
 DK8458
 DK8458.No superseded survey control is available for this station.
 DK8458
 DK8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2688611562(NAD 83)
 DK8458
 DK8458_MARKER: DB = BENCH MARK DISK
 DK8458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8458_SP_SET: CONCRETE POST
 DK8458_STAMPING: 1107 G 2002
 DK8458_MARK LOGO: MNDT  
 DK8458_PROJECTION: PROJECTING 5 CENTIMETERS
 DK8458_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK8458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8458+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DK8458
 DK8458  HISTORY     - Date     Condition        Report By
 DK8458  HISTORY     - 1948     MONUMENTED       MNDT
 DK8458  HISTORY     - 20020710 GOOD             MNDT
 DK8458
 DK8458                          STATION DESCRIPTION
 DK8458
 DK8458'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8458'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHEAST OF BOY RIVER,
 DK8458'5.6 MI (9.0 KM) SOUTHEAST OF TOBIQUE AND 2 MI (3.2 KM) WEST OF REMER,
 DK8458'1.9 MI (3.1 KM) WEST ALONG TRUNK HIGHWAY 200 FROM THE JUNCTION OF
 DK8458'TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 200 MILEPOST
 DK8458'156.1, 101.2 FT (30.8 M) NORTH OF TRUNK HIGHWAY 200, 58.6 FT (17.9 M)
 DK8458'WEST OF ECHO HILL LN NORTHEAST, 19.6FT SOUTH-SOUTHEAST OF TELEPHONE
 DK8458'PEDESTAL, 38.4 FT (11.7 M) WEST OF R/W POST, 1.0 FT (0.3 M) EAST OF A
 DK8458'WITNESS POST, PROJECTS 5 IN, RAILROAD SPIKE SET ADJACENT TO MARK MAKES
 DK8458'IT MAGNETIC, AND NOT SUITABLE FOR GPS.  DISK SET IN MONUMENT WHEN
 DK8458'BUILT IN 1948 THEN STAMPED IN 2002.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4711 ***********************************************************************
 DG4711  DESIGNATION -  1108 A
 DG4711  PID         -  DG4711
 DG4711  STATE/COUNTY-  MN/CASS
 DG4711  COUNTRY     -  US
 DG4711  USGS QUAD   -  REMER (1996)
 DG4711
 DG4711                         *CURRENT SURVEY CONTROL
 DG4711  ______________________________________________________________________
 DG4711* NAD 83(2007) POSITION- 47 02 57.47586(N) 093 53 29.31199(W)   ADJUSTED  
 DG4711* NAD 83(2007) ELLIP HT-   375.337 (meters)        (02/10/07)   ADJUSTED
 DG4711* NAD 83(2007) EPOCH   -  2002.00
 DG4711* NAVD 88 ORTHO HEIGHT -   404.142  (meters)    1325.92  (feet) ADJUSTED  
 DG4711  ______________________________________________________________________
 DG4711  NAD 83(2007) X  -   -295,487.778 (meters)                     COMP
 DG4711  NAD 83(2007) Y  - -4,343,895.089 (meters)                     COMP
 DG4711  NAD 83(2007) Z  -  4,645,775.561 (meters)                     COMP
 DG4711  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC09
 DG4711  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 DG4711  DYNAMIC HEIGHT  -        404.165 (meters)     1326.00  (feet) COMP
 DG4711  MODELED GRAVITY -    980,658.1   (mgal)                       NAVD 88
 DG4711
 DG4711  VERT ORDER      -  SECOND    CLASS I
 DG4711
 DG4711  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4711  Type                                         Horiz  Ellip  Dist(km)
 DG4711  -------------------------------------------------------------------
 DG4711  NETWORK                                       0.57   0.63
 DG4711  -------------------------------------------------------------------
 DG4711  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.47      1.79
 DG4711  -------------------------------------------------------------------
 DG4711  NOTE: Click here for information on individual local accuracy
 DG4711  values and other accuracy information.
 DG4711
 DG4711
 DG4711.The horizontal coordinates were established by GPS observations
 DG4711.and adjusted by the National Geodetic Survey in February 2007.
 DG4711
 DG4711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4711.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4711
 DG4711.The horizontal coordinates are valid at the epoch date displayed above
 DG4711.which is a decimal equivalence of Year/Month/Day.
 DG4711
 DG4711.The orthometric height was determined by differential leveling and
 DG4711.adjusted in May 2009.
 DG4711
 DG4711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4711
 DG4711.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4711
 DG4711.The ellipsoidal height was determined by GPS observations
 DG4711.and is referenced to NAD 83.
 DG4711
 DG4711.The dynamic height is computed by dividing the NAVD 88
 DG4711.geopotential number by the normal gravity value computed on the
 DG4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4711.degrees latitude (g = 980.6199 gals.).
 DG4711
 DG4711.The modeled gravity was interpolated from observed gravity values.
 DG4711
 DG4711. The following values were computed from the NAD 83(2007) position.
 DG4711
 DG4711;                    North         East     Units Scale Factor Converg.
 DG4711;SPC MN C     -   327,842.502   827,242.746   MT  0.99999985   +0 15 33.7
 DG4711;SPC MN C     - 1,075,596.61  2,714,045.58   sFT  0.99999985   +0 15 33.7
 DG4711;UTM  15      - 5,211,028.119   432,287.615   MT  0.99965635   -0 39 09.1
 DG4711
 DG4711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4711!SPC MN C     -   0.99994117  x   0.99999985  =   0.99994102
 DG4711!UTM  15      -   0.99994117  x   0.99965635  =   0.99959754
 DG4711
 DG4711                          SUPERSEDED SURVEY CONTROL
 DG4711
 DG4711  NAD 83(1996)-  47 02 57.47554(N)    093 53 29.31180(W) AD(       ) 1
 DG4711  ELLIP H (03/16/04)  375.356  (m)                       GP(       ) 3 1
 DG4711  NAVD 88 (03/16/04)  404.14   (m)         1325.9    (f) LEVELING    3  
 DG4711
 DG4711.Superseded values are not recommended for survey control.
 DG4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4711.See file dsdata.txt to determine how the superseded data were derived.
 DG4711
 DG4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3228711028(NAD 83)
 DG4711
 DG4711_MARKER: DD = SURVEY DISK
 DG4711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4711_STAMPING: 1108 A 2002
 DG4711_MARK LOGO: MNDT  
 DG4711_PROJECTION: FLUSH
 DG4711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4711+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG4711_ROD/PIPE-DEPTH: 18.3 meters
 DG4711
 DG4711  HISTORY     - Date     Condition        Report By
 DG4711  HISTORY     - 2002     MONUMENTED       MNDT
 DG4711  HISTORY     - 20020422 GOOD             MNDT
 DG4711
 DG4711                          STATION DESCRIPTION
 DG4711
 DG4711'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4711'THE MARK IS 1 MI (1.6 KM) SE OF REMER, 0.9 MI (1.4 KM) SE ALONG TH 200
 DG4711'FROM THE JCT OF TH 200 AND TH 6 ON THE EAST SIDE OF REMER, AT TH 200
 DG4711'MP 159.65, 67 FT (20.4 M) SW OF TH 200, 9.5 FT (2.9 M) NW OF CO RD 134
 DG4711'TO NORTH, 47 FT (14.3 M) NORTH OF P-POLE WITH 3 TRANSFORMERS, 4.0 FT
 DG4711'(1.2 M) ESE OF WITNESS POST.
 DG4711
 DG4711                          STATION RECOVERY (2002)
 DG4711
 DG4711'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4711'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3367 ***********************************************************************
 DL3367  DESIGNATION -  1108 A 1
 DL3367  PID         -  DL3367
 DL3367  STATE/COUNTY-  MN/CASS
 DL3367  COUNTRY     -  US
 DL3367  USGS QUAD   -  REMER (1996)
 DL3367
 DL3367                         *CURRENT SURVEY CONTROL
 DL3367  ______________________________________________________________________
 DL3367* NAD 83(1986) POSITION- 47 03 29.3    (N) 093 54 22.9    (W)   HD_HELD2  
 DL3367* NAVD 88 ORTHO HEIGHT -   408.723  (meters)    1340.95  (feet) ADJUSTED  
 DL3367  ______________________________________________________________________
 DL3367  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 DL3367  DYNAMIC HEIGHT  -        408.746 (meters)     1341.03  (feet) COMP
 DL3367  MODELED GRAVITY -    980,658.6   (mgal)                       NAVD 88
 DL3367
 DL3367  VERT ORDER      -  SECOND    CLASS I
 DL3367
 DL3367.The horizontal coordinates were established by autonomous hand held GPS
 DL3367.observations and have an estimated accuracy of +/- 10 meters.
 DL3367.
 DL3367.The orthometric height was determined by differential leveling and
 DL3367.adjusted in July 2009.
 DL3367
 DL3367.No vertical observational check was made to the station.
 DL3367
 DL3367.The dynamic height is computed by dividing the NAVD 88
 DL3367.geopotential number by the normal gravity value computed on the
 DL3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3367.degrees latitude (g = 980.6199 gals.).
 DL3367
 DL3367.The modeled gravity was interpolated from observed gravity values.
 DL3367
 DL3367;                    North         East    Units  Estimated Accuracy
 DL3367;SPC MN C     -   328,820.      826,107.      MT  (+/- 10 meters HH2 GPS)
 DL3367
 DL3367                          SUPERSEDED SURVEY CONTROL
 DL3367
 DL3367.No superseded survey control is available for this station.
 DL3367
 DL3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3116812023(NAD 83)
 DL3367
 DL3367_MARKER: DD = SURVEY DISK
 DL3367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3367_STAMPING: 1108 A 1 2007
 DL3367_MARK LOGO: MNDT  
 DL3367_PROJECTION: RECESSED 5 CENTIMETERS
 DL3367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3367+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DL3367_ROD/PIPE-DEPTH: 22.9 meters
 DL3367
 DL3367  HISTORY     - Date     Condition        Report By
 DL3367  HISTORY     - 2007     MONUMENTED       MNDT
 DL3367
 DL3367                          STATION DESCRIPTION
 DL3367
 DL3367'DESCRIBED BY MN DEPT OF TRANSP 2007
 DL3367'THE MARK IS IN NORTHEAST EDGE OF REMER, 0.05 MI (0.1 KM) WEST ALONG
 DL3367'TRUNK HIGHWAY 220 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK
 DL3367'HIGHWAY 6 AT EAST EDGE OF REMER, THENCE 0.15 MI (0.2 KM) NORTH ON
 DL3367'EAGLE AVENUE TO ENTRANCE OF MNDT FACILITY, 200 FT (61.0 M) EAST OF
 DL3367'EAGLE AVENUE, 15 FT (4.6 M) EAST OF PARKING LOT, 150 FT (45.7 M)
 DL3367'SOUTHEAST OF THE SOUTHEAST CORNER OF MNDT BUILDING, 30 FT (9.1 M)
 DL3367'SOUTH OF FUEL TANK, 33.7 FT (10.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4712 ***********************************************************************
 DG4712  DESIGNATION -  1108 B
 DG4712  PID         -  DG4712
 DG4712  STATE/COUNTY-  MN/CASS
 DG4712  COUNTRY     -  US
 DG4712  USGS QUAD   -  SHINGLE MILL LAKE (1996)
 DG4712
 DG4712                         *CURRENT SURVEY CONTROL
 DG4712  ______________________________________________________________________
 DG4712* NAD 83(2007) POSITION- 47 01 48.34269(N) 093 51 46.57467(W)   ADJUSTED  
 DG4712* NAD 83(2007) ELLIP HT-   375.737 (meters)        (02/10/07)   ADJUSTED
 DG4712* NAD 83(2007) EPOCH   -  2002.00
 DG4712* NAVD 88 ORTHO HEIGHT -   404.544  (meters)    1327.24  (feet) ADJUSTED  
 DG4712  ______________________________________________________________________
 DG4712  NAD 83(2007) X  -   -293,429.396 (meters)                     COMP
 DG4712  NAD 83(2007) Y  - -4,345,600.919 (meters)                     COMP
 DG4712  NAD 83(2007) Z  -  4,644,320.850 (meters)                     COMP
 DG4712  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC09
 DG4712  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 DG4712  DYNAMIC HEIGHT  -        404.567 (meters)     1327.32  (feet) COMP
 DG4712  MODELED GRAVITY -    980,657.2   (mgal)                       NAVD 88
 DG4712
 DG4712  VERT ORDER      -  SECOND    CLASS I
 DG4712
 DG4712  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4712  Type                                         Horiz  Ellip  Dist(km)
 DG4712  -------------------------------------------------------------------
 DG4712  NETWORK                                       0.90   1.18
 DG4712  -------------------------------------------------------------------
 DG4712  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   1.08      1.71
 DG4712  -------------------------------------------------------------------
 DG4712  NOTE: Click here for information on individual local accuracy
 DG4712  values and other accuracy information.
 DG4712
 DG4712
 DG4712.The horizontal coordinates were established by GPS observations
 DG4712.and adjusted by the National Geodetic Survey in February 2007.
 DG4712
 DG4712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4712.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4712
 DG4712.The horizontal coordinates are valid at the epoch date displayed above
 DG4712.which is a decimal equivalence of Year/Month/Day.
 DG4712
 DG4712.The orthometric height was determined by differential leveling and
 DG4712.adjusted in May 2009.
 DG4712
 DG4712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4712
 DG4712.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4712
 DG4712.The ellipsoidal height was determined by GPS observations
 DG4712.and is referenced to NAD 83.
 DG4712
 DG4712.The dynamic height is computed by dividing the NAVD 88
 DG4712.geopotential number by the normal gravity value computed on the
 DG4712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4712.degrees latitude (g = 980.6199 gals.).
 DG4712
 DG4712.The modeled gravity was interpolated from observed gravity values.
 DG4712
 DG4712. The following values were computed from the NAD 83(2007) position.
 DG4712
 DG4712;                    North         East     Units Scale Factor Converg.
 DG4712;SPC MN C     -   325,717.837   829,421.654   MT  0.99999571   +0 16 48.0
 DG4712;SPC MN C     - 1,068,625.94  2,721,194.21   sFT  0.99999571   +0 16 48.0
 DG4712;UTM  15      - 5,208,869.795   434,431.706   MT  0.99965284   -0 37 53.2
 DG4712
 DG4712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4712!SPC MN C     -   0.99994111  x   0.99999571  =   0.99993682
 DG4712!UTM  15      -   0.99994111  x   0.99965284  =   0.99959397
 DG4712
 DG4712:                Primary Azimuth Mark                     Grid Az
 DG4712:SPC MN C     -  1108 C                                   140 42 50.3
 DG4712:UTM  15      -  1108 C                                   141 37 31.5
 DG4712
 DG4712|---------------------------------------------------------------------|
 DG4712| PID    Reference Object                     Distance      Geod. Az  |
 DG4712|                                                           dddmmss.s |
 DG4712| DG4713 1108 C                              APPROX. 1.3 KM 1405938.3 |
 DG4712|---------------------------------------------------------------------|
 DG4712
 DG4712                          SUPERSEDED SURVEY CONTROL
 DG4712
 DG4712  NAD 83(1996)-  47 01 48.34240(N)    093 51 46.57448(W) AD(       ) 1
 DG4712  ELLIP H (03/16/04)  375.755  (m)                       GP(       ) 3 1
 DG4712  NAVD 88 (03/16/04)  404.54   (m)         1327.2    (f) LEVELING    3  
 DG4712
 DG4712.Superseded values are not recommended for survey control.
 DG4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4712.See file dsdata.txt to determine how the superseded data were derived.
 DG4712
 DG4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3443108869(NAD 83)
 DG4712
 DG4712_MARKER: DD = SURVEY DISK
 DG4712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4712_STAMPING: 1108 B 2002
 DG4712_MARK LOGO: MNDT  
 DG4712_PROJECTION: RECESSED 5 CENTIMETERS
 DG4712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4712+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG4712_ROD/PIPE-DEPTH: 13.7 meters
 DG4712
 DG4712  HISTORY     - Date     Condition        Report By
 DG4712  HISTORY     - 2002     MONUMENTED       MNDT
 DG4712  HISTORY     - 20020422 GOOD             MNDT
 DG4712
 DG4712                          STATION DESCRIPTION
 DG4712
 DG4712'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4712'THE MARK IS 3 MI (4.8 KM) SE OF REMER, 2.8 MI (4.5 KM) SE ALONG TH 200
 DG4712'FROM THE JCT OF TH 200 AND TH 6 ON THE EAST SIDE OF REMER, AT TH 200
 DG4712'MP 161.55, 45 FT (13.7 M) NE OF TH 200, 4.2 FT (1.3 M) WSW OF END
 DG4712'FENCE POST, 9 FT (2.7 M) NW OF ENTRANCE, 13.4 FT (4.1 M) SE OF CABLE
 DG4712'PEDESTAL, 3.0 FT (0.9 M) SW OF WITNESS POST.
 DG4712
 DG4712                          STATION RECOVERY (2002)
 DG4712
 DG4712'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4713 ***********************************************************************
 DG4713  DESIGNATION -  1108 C
 DG4713  PID         -  DG4713
 DG4713  STATE/COUNTY-  MN/CASS
 DG4713  COUNTRY     -  US
 DG4713  USGS QUAD   -  SHINGLE MILL LAKE (1996)
 DG4713
 DG4713                         *CURRENT SURVEY CONTROL
 DG4713  ______________________________________________________________________
 DG4713* NAD 83(2007) POSITION- 47 01 15.73866(N) 093 51 07.96111(W)   ADJUSTED  
 DG4713* NAD 83(2007) ELLIP HT-   380.385 (meters)        (02/10/07)   ADJUSTED
 DG4713* NAD 83(2007) EPOCH   -  2002.00
 DG4713* NAVD 88 ORTHO HEIGHT -   409.174  (meters)    1342.43  (feet) ADJUSTED  
 DG4713  ______________________________________________________________________
 DG4713  NAD 83(2007) X  -   -292,665.585 (meters)                     COMP
 DG4713  NAD 83(2007) Y  - -4,346,393.979 (meters)                     COMP
 DG4713  NAD 83(2007) Z  -  4,643,637.874 (meters)                     COMP
 DG4713  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC09
 DG4713  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 DG4713  DYNAMIC HEIGHT  -        409.197 (meters)     1342.51  (feet) COMP
 DG4713  MODELED GRAVITY -    980,656.8   (mgal)                       NAVD 88
 DG4713
 DG4713  VERT ORDER      -  SECOND    CLASS I
 DG4713
 DG4713  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4713  Type                                         Horiz  Ellip  Dist(km)
 DG4713  -------------------------------------------------------------------
 DG4713  NETWORK                                       0.97   1.31
 DG4713  -------------------------------------------------------------------
 DG4713  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.87   1.23      2.67
 DG4713  -------------------------------------------------------------------
 DG4713  NOTE: Click here for information on individual local accuracy
 DG4713  values and other accuracy information.
 DG4713
 DG4713
 DG4713.The horizontal coordinates were established by GPS observations
 DG4713.and adjusted by the National Geodetic Survey in February 2007.
 DG4713
 DG4713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4713.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4713
 DG4713.The horizontal coordinates are valid at the epoch date displayed above
 DG4713.which is a decimal equivalence of Year/Month/Day.
 DG4713
 DG4713.The orthometric height was determined by differential leveling and
 DG4713.adjusted in May 2009.
 DG4713
 DG4713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4713
 DG4713.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4713
 DG4713.The ellipsoidal height was determined by GPS observations
 DG4713.and is referenced to NAD 83.
 DG4713
 DG4713.The dynamic height is computed by dividing the NAVD 88
 DG4713.geopotential number by the normal gravity value computed on the
 DG4713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4713.degrees latitude (g = 980.6199 gals.).
 DG4713
 DG4713.The modeled gravity was interpolated from observed gravity values.
 DG4713
 DG4713. The following values were computed from the NAD 83(2007) position.
 DG4713
 DG4713;                    North         East     Units Scale Factor Converg.
 DG4713;SPC MN C     -   324,715.052   830,242.015   MT  0.99999380   +0 17 15.9
 DG4713;SPC MN C     - 1,065,335.97  2,723,885.68   sFT  0.99999380   +0 17 15.9
 DG4713;UTM  15      - 5,207,854.437   435,235.738   MT  0.99965155   -0 37 24.6
 DG4713
 DG4713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4713!SPC MN C     -   0.99994038  x   0.99999380  =   0.99993418
 DG4713!UTM  15      -   0.99994038  x   0.99965155  =   0.99959195
 DG4713
 DG4713:                Primary Azimuth Mark                     Grid Az
 DG4713:SPC MN C     -  1108 D                                   130 50 31.7
 DG4713:UTM  15      -  1108 D                                   131 45 12.2
 DG4713
 DG4713|---------------------------------------------------------------------|
 DG4713| PID    Reference Object                     Distance      Geod. Az  |
 DG4713|                                                           dddmmss.s |
 DG4713| DG4714 1108 D                              APPROX. 1.4 KM 1310747.6 |
 DG4713| DG4712 1108 B                              APPROX. 1.3 KM 3210006.5 |
 DG4713|---------------------------------------------------------------------|
 DG4713
 DG4713                          SUPERSEDED SURVEY CONTROL
 DG4713
 DG4713  NAD 83(1996)-  47 01 15.73837(N)    093 51 07.96093(W) AD(       ) 1
 DG4713  ELLIP H (03/16/04)  380.405  (m)                       GP(       ) 3 1
 DG4713  NAVD 88 (03/16/04)  409.17   (m)         1342.4    (f) LEVELING    3  
 DG4713
 DG4713.Superseded values are not recommended for survey control.
 DG4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4713.See file dsdata.txt to determine how the superseded data were derived.
 DG4713
 DG4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3523507854(NAD 83)
 DG4713
 DG4713_MARKER: DD = SURVEY DISK
 DG4713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4713_STAMPING: 1108 C 2002
 DG4713_MARK LOGO: MNDT  
 DG4713_PROJECTION: FLUSH
 DG4713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4713+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG4713_ROD/PIPE-DEPTH: 16.8 meters
 DG4713
 DG4713  HISTORY     - Date     Condition        Report By
 DG4713  HISTORY     - 2002     MONUMENTED       MNDT
 DG4713  HISTORY     - 20020422 GOOD             MNDT
 DG4713
 DG4713                          STATION DESCRIPTION
 DG4713
 DG4713'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4713'THE MARK IS 3.75 MI (6.03 KM) SE OF REMER, 3.6 MI (5.8 KM) SE ALONG TH
 DG4713'200 FROM THE JCT OF TH 200 AND TH 6 ON THE EAST SIDE OF REMER, AT TH
 DG4713'200 MP 162.35, 94.5 FT (28.8 M) SW OF TH 200, 33.9 FT (10.3 M) WEST OF
 DG4713'P-POLE, 100 FT (30.5 M) SE OF ENTRANCE, 2.4 FT (0.7 M) NE OF WITNESS
 DG4713'POST.
 DG4713
 DG4713                          STATION RECOVERY (2002)
 DG4713
 DG4713'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4714 ***********************************************************************
 DG4714  DESIGNATION -  1108 D
 DG4714  PID         -  DG4714
 DG4714  STATE/COUNTY-  MN/CASS
 DG4714  COUNTRY     -  US
 DG4714  USGS QUAD   -  SHINGLE MILL LAKE (1996)
 DG4714
 DG4714                         *CURRENT SURVEY CONTROL
 DG4714  ______________________________________________________________________
 DG4714* NAD 83(2007) POSITION- 47 00 46.82520(N) 093 50 19.55831(W)   ADJUSTED  
 DG4714* NAD 83(2007) ELLIP HT-   377.876 (meters)        (02/10/07)   ADJUSTED
 DG4714* NAD 83(2007) EPOCH   -  2002.00
 DG4714* NAVD 88 ORTHO HEIGHT -   406.621  (meters)    1334.06  (feet) ADJUSTED  
 DG4714  ______________________________________________________________________
 DG4714  NAD 83(2007) X  -   -291,689.255 (meters)                     COMP
 DG4714  NAD 83(2007) Y  - -4,347,112.590 (meters)                     COMP
 DG4714  NAD 83(2007) Z  -  4,643,027.258 (meters)                     COMP
 DG4714  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC09
 DG4714  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DG4714  DYNAMIC HEIGHT  -        406.643 (meters)     1334.13  (feet) COMP
 DG4714  MODELED GRAVITY -    980,656.6   (mgal)                       NAVD 88
 DG4714
 DG4714  VERT ORDER      -  SECOND    CLASS I
 DG4714
 DG4714  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4714  Type                                         Horiz  Ellip  Dist(km)
 DG4714  -------------------------------------------------------------------
 DG4714  NETWORK                                       0.97   1.27
 DG4714  -------------------------------------------------------------------
 DG4714  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.86   1.16      2.27
 DG4714  -------------------------------------------------------------------
 DG4714  NOTE: Click here for information on individual local accuracy
 DG4714  values and other accuracy information.
 DG4714
 DG4714
 DG4714.The horizontal coordinates were established by GPS observations
 DG4714.and adjusted by the National Geodetic Survey in February 2007.
 DG4714
 DG4714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4714.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4714
 DG4714.The horizontal coordinates are valid at the epoch date displayed above
 DG4714.which is a decimal equivalence of Year/Month/Day.
 DG4714
 DG4714.The orthometric height was determined by differential leveling and
 DG4714.adjusted in May 2009.
 DG4714
 DG4714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4714
 DG4714.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4714
 DG4714.The ellipsoidal height was determined by GPS observations
 DG4714.and is referenced to NAD 83.
 DG4714
 DG4714.The dynamic height is computed by dividing the NAVD 88
 DG4714.geopotential number by the normal gravity value computed on the
 DG4714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4714.degrees latitude (g = 980.6199 gals.).
 DG4714
 DG4714.The modeled gravity was interpolated from observed gravity values.
 DG4714
 DG4714. The following values were computed from the NAD 83(2007) position.
 DG4714
 DG4714;                    North         East     Units Scale Factor Converg.
 DG4714;SPC MN C     -   323,827.417   831,268.819   MT  0.99999212   +0 17 50.9
 DG4714;SPC MN C     - 1,062,423.78  2,727,254.45   sFT  0.99999212   +0 17 50.9
 DG4714;UTM  15      - 5,206,950.896   436,247.950   MT  0.99964995   -0 36 48.9
 DG4714
 DG4714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4714!SPC MN C     -   0.99994077  x   0.99999212  =   0.99993289
 DG4714!UTM  15      -   0.99994077  x   0.99964995  =   0.99959074
 DG4714
 DG4714:                Primary Azimuth Mark                     Grid Az
 DG4714:SPC MN C     -  1108 C                                   310 50 32.1
 DG4714:UTM  15      -  1108 C                                   311 45 11.9
 DG4714
 DG4714|---------------------------------------------------------------------|
 DG4714| PID    Reference Object                     Distance      Geod. Az  |
 DG4714|                                                           dddmmss.s |
 DG4714| DG4713 1108 C                              APPROX. 1.4 KM 3110823.0 |
 DG4714|---------------------------------------------------------------------|
 DG4714
 DG4714                          SUPERSEDED SURVEY CONTROL
 DG4714
 DG4714  NAD 83(1996)-  47 00 46.82491(N)    093 50 19.55819(W) AD(       ) 1
 DG4714  ELLIP H (03/16/04)  377.895  (m)                       GP(       ) 3 1
 DG4714  NAVD 88 (03/16/04)  406.66   (m)         1334.2    (f) LEVELING    3  
 DG4714
 DG4714.Superseded values are not recommended for survey control.
 DG4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4714.See file dsdata.txt to determine how the superseded data were derived.
 DG4714
 DG4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3624706950(NAD 83)
 DG4714
 DG4714_MARKER: DD = SURVEY DISK
 DG4714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4714_STAMPING: 1108 D 2002
 DG4714_MARK LOGO: MNDT  
 DG4714_PROJECTION: RECESSED 5 CENTIMETERS
 DG4714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4714+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG4714_ROD/PIPE-DEPTH: 13.7 meters
 DG4714
 DG4714  HISTORY     - Date     Condition        Report By
 DG4714  HISTORY     - 2002     MONUMENTED       MNDT
 DG4714  HISTORY     - 20020422 GOOD             MNDT
 DG4714
 DG4714                          STATION DESCRIPTION
 DG4714
 DG4714'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4714'THE MARK IS 5 MI (8.0 KM) SE OF REMER, 4.45 MI (7.16 KM) SE ALONG TH
 DG4714'200 FROM THE JCT OF TH 200 AND TH 6 ON THE EAST SIDE OF REMER, AT TH
 DG4714'200 MP 163.20, 46 FT (14.0 M) SW OF TH 200, 9 FT (2.7 M) SE OF
 DG4714'ENTRANCE, 2.7 FT (0.8 M) NW OF WITNESS POST.
 DG4714
 DG4714                          STATION RECOVERY (2002)
 DG4714
 DG4714'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8456 ***********************************************************************
 DK8456  DESIGNATION -  1108 E
 DK8456  PID         -  DK8456
 DK8456  STATE/COUNTY-  MN/CASS
 DK8456  COUNTRY     -  US
 DK8456  USGS QUAD   -  SHOVEL LAKE (1996)
 DK8456
 DK8456                         *CURRENT SURVEY CONTROL
 DK8456  ______________________________________________________________________
 DK8456* NAD 83(1986) POSITION- 46 59 16.80   (N) 093 47 59.70   (W)   HD_HELD1  
 DK8456* NAVD 88 ORTHO HEIGHT -   416.580  (meters)    1366.73  (feet) ADJUSTED  
 DK8456  ______________________________________________________________________
 DK8456  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DK8456  DYNAMIC HEIGHT  -        416.607 (meters)     1366.82  (feet) COMP
 DK8456  MODELED GRAVITY -    980,664.3   (mgal)                       NAVD 88
 DK8456
 DK8456  VERT ORDER      -  SECOND    CLASS I
 DK8456
 DK8456.The horizontal coordinates were scaled from a topographic map and have
 DK8456.an estimated accuracy of +/- 6 seconds.
 DK8456.
 DK8456.The orthometric height was determined by differential leveling and
 DK8456.adjusted in May 2009.
 DK8456
 DK8456.The dynamic height is computed by dividing the NAVD 88
 DK8456.geopotential number by the normal gravity value computed on the
 DK8456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8456.degrees latitude (g = 980.6199 gals.).
 DK8456
 DK8456.The modeled gravity was interpolated from observed gravity values.
 DK8456
 DK8456;                    North         East    Units  Estimated Accuracy
 DK8456;SPC MN C     -   321,063.5     834,238.6     MT  (+/- 3 meters HH1 GPS) 
 DK8456
 DK8456                          SUPERSEDED SURVEY CONTROL
 DK8456
 DK8456.No superseded survey control is available for this station.
 DK8456
 DK8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3917204141(NAD 83)
 DK8456
 DK8456_MARKER: DD = SURVEY DISK
 DK8456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8456_STAMPING: 1108 E 2002
 DK8456_MARK LOGO: MNDT  
 DK8456_PROJECTION: RECESSED 5 CENTIMETERS
 DK8456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8456+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DK8456_ROD/PIPE-DEPTH:  5.5 meters
 DK8456
 DK8456  HISTORY     - Date     Condition        Report By
 DK8456  HISTORY     - 2002     MONUMENTED       MNDT
 DK8456
 DK8456                          STATION DESCRIPTION
 DK8456
 DK8456'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK8456'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHWEST OF SWATARA,
 DK8456'AND 3.0 MI (4.9 KM) NORTHWEST OF SHOVEL LAKE.  THE MARK IS 7 MI (11.3
 DK8456'KM) SE OF REMER, 7 MI (11.3 KM) SE ALONG TH 200 FROM JCT OF TH 200 AND
 DK8456'TH 6 ON THE EAST SIDE OF REMER, AT TH 200 MP 165.75, 61 FT (18.6 M) NE
 DK8456'OF TH 200, 10.2 FT (3.1 M) NORTH OF SOUTH END OF CHIPPEWA NATIONAL
 DK8456'FOREST SIGN, 4.0 FT (1.2 M) SE OF WIT POST, RECESSED 2 INCHES,
 DK8456'MAGNETIC, AND NOT SUITABLE FOR GPS.  ROD DEPTH 18 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4870 ***********************************************************************
 DM4870  DESIGNATION -  1109 A RESET
 DM4870  PID         -  DM4870
 DM4870  STATE/COUNTY-  MN/CASS
 DM4870  COUNTRY     -  US
 DM4870  USGS QUAD   -  OSHAWA (1980)
 DM4870
 DM4870                         *CURRENT SURVEY CONTROL
 DM4870  ______________________________________________________________________
 DM4870* NAD 83(2007) POSITION- 46 47 21.99065(N) 094 42 09.05587(W)   ADJUSTED  
 DM4870* NAD 83(2007) ELLIP HT-   400.203 (meters)        (07/18/11)   ADJUSTED
 DM4870* NAD 83(2007) EPOCH   -  2002.00
 DM4870* NAVD 88 ORTHO HEIGHT -   427.821  (meters)    1403.61  (feet) ADJUSTED  
 DM4870  ______________________________________________________________________
 DM4870  NAD 83(2007) X  -   -358,676.632 (meters)                     COMP
 DM4870  NAD 83(2007) Y  - -4,360,324.158 (meters)                     COMP
 DM4870  NAD 83(2007) Z  -  4,626,061.181 (meters)                     COMP
 DM4870  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DM4870  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DM4870  DYNAMIC HEIGHT  -        427.840 (meters)     1403.67  (feet) COMP
 DM4870  MODELED GRAVITY -    980,646.0   (mgal)                       NAVD 88
 DM4870
 DM4870  HORZ ORDER      -  FIRST
 DM4870  VERT ORDER      -  SECOND    CLASS I
 DM4870  ELLP ORDER      -  FOURTH    CLASS I
 DM4870
 DM4870.The horizontal coordinates were established by GPS observations
 DM4870.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM4870
 DM4870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4870.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4870
 DM4870.The horizontal coordinates are valid at the epoch date displayed above
 DM4870.which is a decimal equivalence of Year/Month/Day.
 DM4870
 DM4870.The orthometric height was determined by differential leveling and
 DM4870.adjusted in February 2011.
 DM4870
 DM4870.No vertical observational check was made to the station.
 DM4870
 DM4870.Photographs are available for this station.
 DM4870
 DM4870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4870
 DM4870.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4870
 DM4870.The ellipsoidal height was determined by GPS observations
 DM4870.and is referenced to NAD 83.
 DM4870
 DM4870.The dynamic height is computed by dividing the NAVD 88
 DM4870.geopotential number by the normal gravity value computed on the
 DM4870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4870.degrees latitude (g = 980.6199 gals.).
 DM4870
 DM4870.The modeled gravity was interpolated from observed gravity values.
 DM4870
 DM4870. The following values were computed from the NAD 83(2007) position.
 DM4870
 DM4870;                    North         East     Units Scale Factor Converg.
 DM4870;SPC MN C     -   298,992.151   765,450.303   MT  0.99995347   -0 19 38.4
 DM4870;SPC MN C     -   980,943.42  2,511,314.87   sFT  0.99995347   -0 19 38.4
 DM4870;UTM  15      - 5,183,173.260   370,058.834   MT  0.99980753   -1 14 27.7
 DM4870
 DM4870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4870!SPC MN C     -   0.99993727  x   0.99995347  =   0.99989074
 DM4870!UTM  15      -   0.99993727  x   0.99980753  =   0.99974481
 DM4870
 DM4870:                Primary Azimuth Mark                     Grid Az
 DM4870:SPC MN C     -  1109 B                                   180 43 09.8
 DM4870:UTM  15      -  1109 B                                   181 37 59.1
 DM4870
 DM4870|---------------------------------------------------------------------|
 DM4870| PID    Reference Object                     Distance      Geod. Az  |
 DM4870|                                                           dddmmss.s |
 DM4870| DF3895 1109 B                              APPROX. 1.6 KM 1802331.4 |
 DM4870|---------------------------------------------------------------------|
 DM4870
 DM4870                          SUPERSEDED SURVEY CONTROL
 DM4870
 DM4870  NAVD 88 (07/18/11)  427.82   (m)         1403.6    (f) LEVELING    3  
 DM4870
 DM4870.Superseded values are not recommended for survey control.
 DM4870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4870.See file dsdata.txt to determine how the superseded data were derived.
 DM4870
 DM4870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7005883173(NAD 83)
 DM4870
 DM4870_MARKER: DD = SURVEY DISK
 DM4870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4870_STAMPING: 1109 A 2001 RESET 2007
 DM4870_MARK LOGO: MNDT  
 DM4870_PROJECTION: RECESSED 3 CENTIMETERS
 DM4870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4870+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DM4870_ROD/PIPE-DEPTH: 13.7 meters
 DM4870
 DM4870  HISTORY     - Date     Condition        Report By
 DM4870  HISTORY     - 20070410 MONUMENTED       MNDT
 DM4870  HISTORY     - 20101103 GOOD             MNDT
 DM4870  HISTORY     - 20101103 GOOD             MNDT
 DM4870
 DM4870                          STATION DESCRIPTION
 DM4870
 DM4870'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4870'THE MARK IS 3.0 MILES WEST-SOUTHWEST OF OSHAWA, 1.0 MILE SOUTH ALONG
 DM4870'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DM4870'87 NEAR OSHAWA, AT TRUNK HIGHWAY 64 MILE POINT 32.85, 55.4 FEET
 DM4870'NORTH-NORTHEAST OF POWER POLE, 41.5 FEET WEST OF TRUNK HIGHWAY 64, 5
 DM4870'FEET NORTH OF ENTRANCE, 1.8 FEET SOUTH OF WITNESS POST.
 DM4870
 DM4870                          STATION RECOVERY (2010)
 DM4870
 DM4870'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4870'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4870'THE MARK IS 3.0 MILES WEST-SOUTHWEST OF OSHAWA, 1.0 MILE SOUTH ALONG
 DM4870'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DM4870'87 (3.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 32.85,
 DM4870'55.4 FEET NORTH-NORTHEAST OF POWER POLE, 41.5 FEET WEST OF TRUNK
 DM4870'HIGHWAY 64, 5.0 FEET NORTH OF ENTRANCE, 1.8 FEET SOUTH OF WITNESS
 DM4870'POST.
 DM4870
 DM4870                          STATION RECOVERY (2010)
 DM4870
 DM4870'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4870'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF3895 ***********************************************************************
 DF3895  DESIGNATION -  1109 B
 DF3895  PID         -  DF3895
 DF3895  STATE/COUNTY-  MN/CASS
 DF3895  COUNTRY     -  US
 DF3895  USGS QUAD   -  OSHAWA (1980)
 DF3895
 DF3895                         *CURRENT SURVEY CONTROL
 DF3895  ______________________________________________________________________
 DF3895* NAD 83(2007) POSITION- 46 46 29.82544(N) 094 42 09.57543(W)   ADJUSTED  
 DF3895* NAD 83(2007) ELLIP HT-   404.754 (meters)        (07/18/11)   ADJUSTED
 DF3895* NAD 83(2007) EPOCH   -  2002.00
 DF3895* NAVD 88 ORTHO HEIGHT -   432.371  (meters)    1418.54  (feet) ADJUSTED  
 DF3895  ______________________________________________________________________
 DF3895  NAD 83(2007) X  -   -358,784.120 (meters)                     COMP
 DF3895  NAD 83(2007) Y  - -4,361,496.393 (meters)                     COMP
 DF3895  NAD 83(2007) Z  -  4,624,961.366 (meters)                     COMP
 DF3895  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC09
 DF3895  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DF3895  DYNAMIC HEIGHT  -        432.389 (meters)     1418.60  (feet) COMP
 DF3895  MODELED GRAVITY -    980,643.8   (mgal)                       NAVD 88
 DF3895
 DF3895  HORZ ORDER      -  FIRST
 DF3895  VERT ORDER      -  SECOND    CLASS I
 DF3895  ELLP ORDER      -  FOURTH    CLASS I
 DF3895
 DF3895.The horizontal coordinates were established by GPS observations
 DF3895.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DF3895
 DF3895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF3895.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF3895
 DF3895.The horizontal coordinates are valid at the epoch date displayed above
 DF3895.which is a decimal equivalence of Year/Month/Day.
 DF3895
 DF3895.The orthometric height was determined by differential leveling and
 DF3895.adjusted in June 2004.
 DF3895
 DF3895.No vertical observational check was made to the station.
 DF3895
 DF3895.Photographs are available for this station.
 DF3895
 DF3895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3895
 DF3895.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF3895
 DF3895.The ellipsoidal height was determined by GPS observations
 DF3895.and is referenced to NAD 83.
 DF3895
 DF3895.The dynamic height is computed by dividing the NAVD 88
 DF3895.geopotential number by the normal gravity value computed on the
 DF3895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3895.degrees latitude (g = 980.6199 gals.).
 DF3895
 DF3895.The modeled gravity was interpolated from observed gravity values.
 DF3895
 DF3895. The following values were computed from the NAD 83(2007) position.
 DF3895
 DF3895;                    North         East     Units Scale Factor Converg.
 DF3895;SPC MN C     -   297,381.475   765,430.078   MT  0.99995150   -0 19 38.8
 DF3895;SPC MN C     -   975,659.06  2,511,248.51   sFT  0.99995150   -0 19 38.8
 DF3895;UTM  15      - 5,181,563.345   370,012.938   MT  0.99980768   -1 14 27.1
 DF3895
 DF3895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3895!SPC MN C     -   0.99993656  x   0.99995150  =   0.99988806
 DF3895!UTM  15      -   0.99993656  x   0.99980768  =   0.99974425
 DF3895
 DF3895:                Primary Azimuth Mark                     Grid Az
 DF3895:SPC MN C     -  1109 A RESET                             000 43 09.8
 DF3895:UTM  15      -  1109 A RESET                             001 37 58.1
 DF3895
 DF3895|---------------------------------------------------------------------|
 DF3895| PID    Reference Object                     Distance      Geod. Az  |
 DF3895|                                                           dddmmss.s |
 DF3895| DM4870 1109 A RESET                        APPROX. 1.6 KM 0002331.0 |
 DF3895|---------------------------------------------------------------------|
 DF3895
 DF3895                          SUPERSEDED SURVEY CONTROL
 DF3895
 DF3895  NAVD 88 (07/18/11)  432.37   (m)         1418.5    (f) LEVELING    3  
 DF3895
 DF3895.Superseded values are not recommended for survey control.
 DF3895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3895.See file dsdata.txt to determine how the superseded data were derived.
 DF3895
 DF3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7001281563(NAD 83)
 DF3895
 DF3895_MARKER: DD = SURVEY DISK
 DF3895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF3895_STAMPING: 1109 B 2001
 DF3895_MARK LOGO: MNDT  
 DF3895_PROJECTION: FLUSH
 DF3895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3895+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DF3895_ROD/PIPE-DEPTH: 12.2 meters
 DF3895
 DF3895  HISTORY     - Date     Condition        Report By
 DF3895  HISTORY     - 20010319 MONUMENTED       MNDT
 DF3895  HISTORY     - 20070404 GOOD             MNDT
 DF3895  HISTORY     - 20101103 GOOD             MNDT
 DF3895  HISTORY     - 20101103 GOOD             MNDT
 DF3895
 DF3895                          STATION DESCRIPTION
 DF3895
 DF3895'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF3895'4.0 MI (6.4 KM) SW OF OSHAWA, 2.0 MI (3.2 KM) SOUTH ALONG TH 64 FROM
 DF3895'JCT OF TH 64 AND TH 87 3.0 MI (4.8 KM) WEST OF OSHAWA, AT TH 64 MP
 DF3895'31.85, 52.5 FT (16.0 M) WEST OF TH 64, 61.0 FT (18.6 M) NORTH OF
 DF3895'P-POLE, 22.0 FT (6.7 M) NORTH OF ENTRANCE, 2.3 FT (0.7 M) SOUTH OF WIT
 DF3895'POST.
 DF3895
 DF3895                          STATION RECOVERY (2007)
 DF3895
 DF3895'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF3895'RECOVERED AS DESCRIBED.
 DF3895
 DF3895                          STATION RECOVERY (2010)
 DF3895
 DF3895'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3895'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF3895'THE MARK IS 4.0 MILES SOUTHWEST OF OSHAWA, 2.0 MILES SOUTH ALONG TRUNK
 DF3895'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 (3.0
 DF3895'MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 31.85, 61 FEET
 DF3895'NORTH OF POWER POLE, 52.5 WEST OF TRUNK HIGHWAY 64, 22 FEET NORTH OF
 DF3895'ENTRANCE, 2.3 FEET SOUTH OF WITNESS POST.
 DF3895
 DF3895                          STATION RECOVERY (2010)
 DF3895
 DF3895'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3895'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF3897 ***********************************************************************
 DF3897  DESIGNATION -  1109 C
 DF3897  PID         -  DF3897
 DF3897  STATE/COUNTY-  MN/CASS
 DF3897  COUNTRY     -  US
 DF3897  USGS QUAD   -  SPIDER LAKE (1970)
 DF3897
 DF3897                         *CURRENT SURVEY CONTROL
 DF3897  ______________________________________________________________________
 DF3897* NAD 83(2007) POSITION- 46 44 44.86676(N) 094 42 09.66298(W)   ADJUSTED  
 DF3897* NAD 83(2007) ELLIP HT-   406.829 (meters)        (07/18/11)   ADJUSTED
 DF3897* NAD 83(2007) EPOCH   -  2002.00
 DF3897* NAVD 88 ORTHO HEIGHT -   434.420  (meters)    1425.26  (feet) ADJUSTED  
 DF3897  ______________________________________________________________________
 DF3897  NAD 83(2007) X  -   -358,979.675 (meters)                     COMP
 DF3897  NAD 83(2007) Y  - -4,363,850.962 (meters)                     COMP
 DF3897  NAD 83(2007) Z  -  4,622,742.438 (meters)                     COMP
 DF3897  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC09
 DF3897  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DF3897  DYNAMIC HEIGHT  -        434.437 (meters)     1425.32  (feet) COMP
 DF3897  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DF3897
 DF3897  HORZ ORDER      -  FIRST
 DF3897  VERT ORDER      -  SECOND    CLASS I
 DF3897  ELLP ORDER      -  FOURTH    CLASS I
 DF3897
 DF3897.The horizontal coordinates were established by GPS observations
 DF3897.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DF3897
 DF3897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF3897.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF3897
 DF3897.The horizontal coordinates are valid at the epoch date displayed above
 DF3897.which is a decimal equivalence of Year/Month/Day.
 DF3897
 DF3897.The orthometric height was determined by differential leveling and
 DF3897.adjusted in June 2004.
 DF3897
 DF3897.No vertical observational check was made to the station.
 DF3897
 DF3897.Photographs are available for this station.
 DF3897
 DF3897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3897
 DF3897.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF3897
 DF3897.The ellipsoidal height was determined by GPS observations
 DF3897.and is referenced to NAD 83.
 DF3897
 DF3897.The dynamic height is computed by dividing the NAVD 88
 DF3897.geopotential number by the normal gravity value computed on the
 DF3897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3897.degrees latitude (g = 980.6199 gals.).
 DF3897
 DF3897.The modeled gravity was interpolated from observed gravity values.
 DF3897
 DF3897. The following values were computed from the NAD 83(2007) position.
 DF3897
 DF3897;                    North         East     Units Scale Factor Converg.
 DF3897;SPC MN C     -   294,140.632   765,409.698   MT  0.99994772   -0 19 38.9
 DF3897;SPC MN C     -   965,026.39  2,511,181.65   sFT  0.99994772   -0 19 38.9
 DF3897;UTM  15      - 5,178,323.698   369,940.925   MT  0.99980791   -1 14 25.0
 DF3897
 DF3897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3897!SPC MN C     -   0.99993623  x   0.99994772  =   0.99988396
 DF3897!UTM  15      -   0.99993623  x   0.99980791  =   0.99974415
 DF3897
 DF3897:                Primary Azimuth Mark                     Grid Az
 DF3897:SPC MN C     -  1109 D                                   174 50 50.1
 DF3897:UTM  15      -  1109 D                                   175 45 36.2
 DF3897
 DF3897|---------------------------------------------------------------------|
 DF3897| PID    Reference Object                     Distance      Geod. Az  |
 DF3897|                                                           dddmmss.s |
 DF3897| DF3898 1109 D                              APPROX. 1.6 KM 1743111.2 |
 DF3897|---------------------------------------------------------------------|
 DF3897
 DF3897                          SUPERSEDED SURVEY CONTROL
 DF3897
 DF3897  NAVD 88 (07/18/11)  434.42   (m)         1425.3    (f) LEVELING    3  
 DF3897
 DF3897.Superseded values are not recommended for survey control.
 DF3897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3897.See file dsdata.txt to determine how the superseded data were derived.
 DF3897
 DF3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6994078323(NAD 83)
 DF3897
 DF3897_MARKER: DD = SURVEY DISK
 DF3897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF3897_STAMPING: 1109 C 2001
 DF3897_MARK LOGO: MNDT  
 DF3897_PROJECTION: RECESSED 5 CENTIMETERS
 DF3897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3897+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DF3897_ROD/PIPE-DEPTH: 12.2 meters
 DF3897
 DF3897  HISTORY     - Date     Condition        Report By
 DF3897  HISTORY     - 20010319 MONUMENTED       MNDT
 DF3897  HISTORY     - 20070404 GOOD             MNDT
 DF3897  HISTORY     - 20101103 GOOD             MNDT
 DF3897  HISTORY     - 20101103 GOOD             MNDT
 DF3897
 DF3897                          STATION DESCRIPTION
 DF3897
 DF3897'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF3897'5.0 MI (8.0 KM) SW OF OSHAWA, 4.0 MI (6.4 KM) SOUTH ALONG TH 64 FROM
 DF3897'JCT OF TH 64 AND TH 87 3.0 MI (4.8 KM) WEST OF OSHAWA, AT TH 64 MP
 DF3897'29.85, 52.5 FT (16.0 M) WEST OF TH 64, 50.0 FT (15.2 M) NORTH OF 16TH
 DF3897'ST SW, 6.6 FT (2.0 M) SOUTH OF P-POLE, 2.9 FT (0.9 M) SOUTH OF WIT
 DF3897'POST.
 DF3897
 DF3897                          STATION RECOVERY (2007)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF3897'RECOVERED AS DESCRIBED.
 DF3897
 DF3897                          STATION RECOVERY (2010)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3897'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF3897'THE MARK IS 5.0 MILES SOUTHWEST OF OSHAWA, 4.0 MILES SOUTH ALONG TRUNK
 DF3897'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 (3.0
 DF3897'MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 29.85, 52.5 FEET
 DF3897'WEST OF TRUNK HIGHWAY 64, 50 FEET NORTH OF 16TH STREET SOUTHWEST, 2.9
 DF3897'FEET SOUTH OF WITNESS POST.
 DF3897
 DF3897                          STATION RECOVERY (2010)
 DF3897
 DF3897'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3897'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF3898 ***********************************************************************
 DF3898  DESIGNATION -  1109 D
 DF3898  PID         -  DF3898
 DF3898  STATE/COUNTY-  MN/CASS
 DF3898  COUNTRY     -  US
 DF3898  USGS QUAD   -  SPIDER LAKE (1970)
 DF3898
 DF3898                         *CURRENT SURVEY CONTROL
 DF3898  ______________________________________________________________________
 DF3898* NAD 83(2007) POSITION- 46 43 51.76056(N) 094 42 02.25301(W)   ADJUSTED  
 DF3898* NAD 83(2007) ELLIP HT-   406.630 (meters)        (07/18/11)   ADJUSTED
 DF3898* NAD 83(2007) EPOCH   -  2002.00
 DF3898* NAVD 88 ORTHO HEIGHT -   434.216  (meters)    1424.59  (feet) ADJUSTED  
 DF3898  ______________________________________________________________________
 DF3898  NAD 83(2007) X  -   -358,920.766 (meters)                     COMP
 DF3898  NAD 83(2007) Y  - -4,365,053.997 (meters)                     COMP
 DF3898  NAD 83(2007) Z  -  4,621,618.357 (meters)                     COMP
 DF3898  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC09
 DF3898  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DF3898  DYNAMIC HEIGHT  -        434.232 (meters)     1424.64  (feet) COMP
 DF3898  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 DF3898
 DF3898  HORZ ORDER      -  FIRST
 DF3898  VERT ORDER      -  SECOND    CLASS I
 DF3898  ELLP ORDER      -  FOURTH    CLASS I
 DF3898
 DF3898.The horizontal coordinates were established by GPS observations
 DF3898.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DF3898
 DF3898.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF3898.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF3898
 DF3898.The horizontal coordinates are valid at the epoch date displayed above
 DF3898.which is a decimal equivalence of Year/Month/Day.
 DF3898
 DF3898.The orthometric height was determined by differential leveling and
 DF3898.adjusted in June 2004.
 DF3898
 DF3898.No vertical observational check was made to the station.
 DF3898
 DF3898.Photographs are available for this station.
 DF3898
 DF3898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3898
 DF3898.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF3898
 DF3898.The ellipsoidal height was determined by GPS observations
 DF3898.and is referenced to NAD 83.
 DF3898
 DF3898.The dynamic height is computed by dividing the NAVD 88
 DF3898.geopotential number by the normal gravity value computed on the
 DF3898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3898.degrees latitude (g = 980.6199 gals.).
 DF3898
 DF3898.The modeled gravity was interpolated from observed gravity values.
 DF3898
 DF3898. The following values were computed from the NAD 83(2007) position.
 DF3898
 DF3898;                    North         East     Units Scale Factor Converg.
 DF3898;SPC MN C     -   292,499.962   765,557.647   MT  0.99994590   -0 19 33.5
 DF3898;SPC MN C     -   959,643.63  2,511,667.05   sFT  0.99994590   -0 19 33.5
 DF3898;UTM  15      - 5,176,681.109   370,062.705   MT  0.99980752   -1 14 18.5
 DF3898
 DF3898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3898!SPC MN C     -   0.99993626  x   0.99994590  =   0.99988217
 DF3898!UTM  15      -   0.99993626  x   0.99980752  =   0.99974380
 DF3898
 DF3898:                Primary Azimuth Mark                     Grid Az
 DF3898:SPC MN C     -  1109 D 1                                 183 43 25.5
 DF3898:UTM  15      -  1109 D 1                                 184 38 10.5
 DF3898
 DF3898|---------------------------------------------------------------------|
 DF3898| PID    Reference Object                     Distance      Geod. Az  |
 DF3898|                                                           dddmmss.s |
 DF3898| DM4869 1109 D 1                            APPROX. 1.7 KM 1832352.0 |
 DF3898|---------------------------------------------------------------------|
 DF3898
 DF3898                          SUPERSEDED SURVEY CONTROL
 DF3898
 DF3898  NAVD 88 (07/18/11)  434.22   (m)         1424.6    (f) LEVELING    3  
 DF3898
 DF3898.Superseded values are not recommended for survey control.
 DF3898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3898.See file dsdata.txt to determine how the superseded data were derived.
 DF3898
 DF3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7006276681(NAD 83)
 DF3898
 DF3898_MARKER: DD = SURVEY DISK
 DF3898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF3898_STAMPING: 1109 D 2001
 DF3898_MARK LOGO: MNDT  
 DF3898_PROJECTION: FLUSH
 DF3898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3898+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DF3898_ROD/PIPE-DEPTH:  5.2 meters
 DF3898
 DF3898  HISTORY     - Date     Condition        Report By
 DF3898  HISTORY     - 20010319 MONUMENTED       MNDT
 DF3898  HISTORY     - 20070404 GOOD             MNDT
 DF3898  HISTORY     - 20101103 GOOD             MNDT
 DF3898  HISTORY     - 20101103 GOOD             MNDT
 DF3898
 DF3898                          STATION DESCRIPTION
 DF3898
 DF3898'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF3898'6.0 MI (9.7 KM) SW OF OSHAWA, 5.05 MI (8.13 KM) SOUTH ALONG TH 64 FROM
 DF3898'JCT OF TH 64 AND TH 87 3.0 MI (4.8 KM) WEST OF OSHAWA, AT TH 64 MP
 DF3898'28.80, 72.0 FT (21.9 M) EAST OF TH 64, 30.0 FT (9.1 M) SOUTH OF 20TH
 DF3898'ST SW, 3.5 FT (1.1 M) NW OF FENCE CORNER, 55.2 FT (16.8 M) SOUTH OF
 DF3898'CABLE MARKER, 2.4 FT (0.7 M) NORTH OF WIT POST, FLUSH, GOOD FOR GPS.
 DF3898
 DF3898                          STATION RECOVERY (2007)
 DF3898
 DF3898'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF3898'RECOVERED AS DESCRIBED.
 DF3898
 DF3898                          STATION RECOVERY (2010)
 DF3898
 DF3898'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3898'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF3898'THE MARK IS 6.0 MILES SOUTHWEST OF OSHAWA, 5.05 MILES SOUTH ALONG
 DF3898'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DF3898'87 (5.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 28.80,
 DF3898'72.0 FEET EAST OF TRUNK HIGHWAY 64, 55.2 FEET SOUTH OF CABLE MARKER,
 DF3898'30 FEET SOUTH OF 20TH STREET SOUTHWEST, 3.5 FEET NORTHWEST OF FENCE
 DF3898'CORNER, 2.4 FEET NORTH OF WITNESS POST.
 DF3898
 DF3898                          STATION RECOVERY (2010)
 DF3898
 DF3898'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3898'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4869 ***********************************************************************
 DM4869  DESIGNATION -  1109 D 1
 DM4869  PID         -  DM4869
 DM4869  STATE/COUNTY-  MN/CASS
 DM4869  COUNTRY     -  US
 DM4869  USGS QUAD   -  SPIDER LAKE (1970)
 DM4869
 DM4869                         *CURRENT SURVEY CONTROL
 DM4869  ______________________________________________________________________
 DM4869* NAD 83(2007) POSITION- 46 42 57.64449(N) 094 42 06.92451(W)   ADJUSTED  
 DM4869* NAD 83(2007) ELLIP HT-   405.261 (meters)        (07/18/11)   ADJUSTED
 DM4869* NAD 83(2007) EPOCH   -  2002.00
 DM4869* NAVD 88 ORTHO HEIGHT -   432.841  (meters)    1420.08  (feet) ADJUSTED  
 DM4869  ______________________________________________________________________
 DM4869  NAD 83(2007) X  -   -359,119.285 (meters)                     COMP
 DM4869  NAD 83(2007) Y  - -4,366,257.542 (meters)                     COMP
 DM4869  NAD 83(2007) Z  -  4,620,471.740 (meters)                     COMP
 DM4869  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC09
 DM4869  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DM4869  DYNAMIC HEIGHT  -        432.857 (meters)     1420.13  (feet) COMP
 DM4869  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 DM4869
 DM4869  HORZ ORDER      -  FIRST
 DM4869  VERT ORDER      -  SECOND    CLASS I
 DM4869  ELLP ORDER      -  FOURTH    CLASS I
 DM4869
 DM4869.The horizontal coordinates were established by GPS observations
 DM4869.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM4869
 DM4869.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4869.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4869
 DM4869.The horizontal coordinates are valid at the epoch date displayed above
 DM4869.which is a decimal equivalence of Year/Month/Day.
 DM4869
 DM4869.The orthometric height was determined by differential leveling and
 DM4869.adjusted in February 2011.
 DM4869
 DM4869.Photographs are available for this station.
 DM4869
 DM4869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4869
 DM4869.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4869
 DM4869.The ellipsoidal height was determined by GPS observations
 DM4869.and is referenced to NAD 83.
 DM4869
 DM4869.The dynamic height is computed by dividing the NAVD 88
 DM4869.geopotential number by the normal gravity value computed on the
 DM4869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4869.degrees latitude (g = 980.6199 gals.).
 DM4869
 DM4869.The modeled gravity was interpolated from observed gravity values.
 DM4869
 DM4869. The following values were computed from the NAD 83(2007) position.
 DM4869
 DM4869;                    North         East     Units Scale Factor Converg.
 DM4869;SPC MN C     -   290,829.581   765,448.932   MT  0.99994412   -0 19 36.9
 DM4869;SPC MN C     -   954,163.38  2,511,310.37   sFT  0.99994412   -0 19 36.9
 DM4869;UTM  15      - 5,175,012.899   369,927.426   MT  0.99980796   -1 14 20.8
 DM4869
 DM4869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4869!SPC MN C     -   0.99993648  x   0.99994412  =   0.99988060
 DM4869!UTM  15      -   0.99993648  x   0.99980796  =   0.99974445
 DM4869
 DM4869:                Primary Azimuth Mark                     Grid Az
 DM4869:SPC MN C     -  1109 D                                   003 43 25.6
 DM4869:UTM  15      -  1109 D                                   004 38 09.5
 DM4869
 DM4869|---------------------------------------------------------------------|
 DM4869| PID    Reference Object                     Distance      Geod. Az  |
 DM4869|                                                           dddmmss.s |
 DM4869| DF3898 1109 D                              APPROX. 1.7 KM 0032348.7 |
 DM4869|---------------------------------------------------------------------|
 DM4869
 DM4869                          SUPERSEDED SURVEY CONTROL
 DM4869
 DM4869  NAVD 88 (07/18/11)  432.84   (m)         1420.1    (f) LEVELING    3  
 DM4869
 DM4869.Superseded values are not recommended for survey control.
 DM4869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4869.See file dsdata.txt to determine how the superseded data were derived.
 DM4869
 DM4869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6992775012(NAD 83)
 DM4869
 DM4869_MARKER: DD = SURVEY DISK
 DM4869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4869_STAMPING: 1109 D 1 2006
 DM4869_MARK LOGO: MNDT  
 DM4869_PROJECTION: FLUSH
 DM4869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4869+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2012
 DM4869_ROD/PIPE-DEPTH:  7.6 meters
 DM4869
 DM4869  HISTORY     - Date     Condition        Report By
 DM4869  HISTORY     - 20070611 MONUMENTED       MNDT
 DM4869  HISTORY     - 20101103 GOOD             MNDT
 DM4869  HISTORY     - 20101103 GOOD             MNDT
 DM4869  HISTORY     - 20120428 GOOD             WOOLPT
 DM4869
 DM4869                          STATION DESCRIPTION
 DM4869
 DM4869'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4869'THE MARK IS 14.0 MILES WEST OF PINE RIVER, 6.15 MILES SOUTH ALONG
 DM4869'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DM4869'HIGHWAY 87, AT TRUNK HIGHWAY 64 MILE POINT 27.75, 57.0 FEET EAST OF
 DM4869'TRUNK HIGHWAY 64, 167.4 FEET SOUTH OF COUNTY ROAD 2, 15.8 FEET NORTH
 DM4869'OF ENTRANCE, 3.0 FEET SOUTH OF WITNESS POST.
 DM4869
 DM4869                          STATION RECOVERY (2010)
 DM4869
 DM4869'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4869'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4869'THE MARK IS 7.0 MILES SOUTHWEST OF OSHAWA, 7.15 MILES SOUTH ALONG
 DM4869'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK
 DM4869'HIGHWAY 87 (5.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT
 DM4869'27.75, 57.0 FEET EAST OF TRUNK HIGHWAY 64, 167.4 FEET SOUTH OF COUNTY
 DM4869'ROAD 2, 15.8 FEET NORTH OF ENTRANCE, 3.0 FEET SOUTH OF WITNESS POST.
 DM4869
 DM4869                          STATION RECOVERY (2010)
 DM4869
 DM4869'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4869'RECOVERED AS DESCRIBED.
 DM4869
 DM4869                          STATION RECOVERY (2012)
 DM4869
 DM4869'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DM4869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4859 ***********************************************************************
 DM4859  DESIGNATION -  1109 D 10
 DM4859  PID         -  DM4859
 DM4859  STATE/COUNTY-  MN/CASS
 DM4859  COUNTRY     -  US
 DM4859  USGS QUAD   -  BUNGO CREEK (1970)
 DM4859
 DM4859                         *CURRENT SURVEY CONTROL
 DM4859  ______________________________________________________________________
 DM4859* NAD 83(2007) POSITION- 46 38 50.67951(N) 094 34 37.98371(W)   ADJUSTED  
 DM4859* NAD 83(2007) ELLIP HT-   403.822 (meters)        (07/18/11)   ADJUSTED
 DM4859* NAD 83(2007) EPOCH   -  2002.00
 DM4859* NAVD 88 ORTHO HEIGHT -   431.356  (meters)    1415.21  (feet) ADJUSTED  
 DM4859  ______________________________________________________________________
 DM4859  NAD 83(2007) X  -   -350,057.890 (meters)                     COMP
 DM4859  NAD 83(2007) Y  - -4,372,558.863 (meters)                     COMP
 DM4859  NAD 83(2007) Z  -  4,615,238.506 (meters)                     COMP
 DM4859  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC09
 DM4859  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DM4859  DYNAMIC HEIGHT  -        431.372 (meters)     1415.26  (feet) COMP
 DM4859  MODELED GRAVITY -    980,636.7   (mgal)                       NAVD 88
 DM4859
 DM4859  HORZ ORDER      -  FIRST
 DM4859  VERT ORDER      -  SECOND    CLASS I
 DM4859  ELLP ORDER      -  FOURTH    CLASS I
 DM4859
 DM4859.The horizontal coordinates were established by GPS observations
 DM4859.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM4859
 DM4859.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4859.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4859
 DM4859.The horizontal coordinates are valid at the epoch date displayed above
 DM4859.which is a decimal equivalence of Year/Month/Day.
 DM4859
 DM4859.The orthometric height was determined by differential leveling and
 DM4859.adjusted in February 2011.
 DM4859
 DM4859.Photographs are available for this station.
 DM4859
 DM4859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4859
 DM4859.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4859
 DM4859.The ellipsoidal height was determined by GPS observations
 DM4859.and is referenced to NAD 83.
 DM4859
 DM4859.The dynamic height is computed by dividing the NAVD 88
 DM4859.geopotential number by the normal gravity value computed on the
 DM4859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4859.degrees latitude (g = 980.6199 gals.).
 DM4859
 DM4859.The modeled gravity was interpolated from observed gravity values.
 DM4859
 DM4859. The following values were computed from the NAD 83(2007) position.
 DM4859
 DM4859;                    North         East     Units Scale Factor Converg.
 DM4859;SPC MN C     -   283,157.159   774,951.540   MT  0.99993688   -0 14 12.1
 DM4859;SPC MN C     -   928,991.45  2,542,486.84   sFT  0.99993688   -0 14 12.1
 DM4859;UTM  15      - 5,167,191.475   379,305.436   MT  0.99977905   -1 08 49.2
 DM4859
 DM4859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4859!SPC MN C     -   0.99993670  x   0.99993688  =   0.99987359
 DM4859!UTM  15      -   0.99993670  x   0.99977905  =   0.99971577
 DM4859
 DM4859                          SUPERSEDED SURVEY CONTROL
 DM4859
 DM4859  NAVD 88 (07/18/11)  431.36   (m)         1415.2    (f) LEVELING    3  
 DM4859
 DM4859.Superseded values are not recommended for survey control.
 DM4859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4859.See file dsdata.txt to determine how the superseded data were derived.
 DM4859
 DM4859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7930567191(NAD 83)
 DM4859
 DM4859_MARKER: DD = SURVEY DISK
 DM4859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4859_STAMPING: 1109 D 10 2007
 DM4859_MARK LOGO: MNDT  
 DM4859_PROJECTION: FLUSH
 DM4859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4859+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 DM4859_ROD/PIPE-DEPTH:  7.6 meters
 DM4859
 DM4859  HISTORY     - Date     Condition        Report By
 DM4859  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4859  HISTORY     - 20110111 GOOD             MNDT
 DM4859
 DM4859                          STATION DESCRIPTION
 DM4859
 DM4859'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4859'THE MARK IS 9.0 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4859'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2 (TRUNK
 DM4859'HIGHWAY 64 MILEPOINT27.8), THENCE 6.85 MILES SOUTH AND WEST ON COUNTY
 DM4859'ROAD 25, 30.7 FEET WEST OF COUNTY ROAD 25, 10.8 FEET NORTH OF ENTRANCE
 DM4859'NUMBER 04351, 3.9 FEET SOUTH OF WITNESS POST.
 DM4859
 DM4859                          STATION RECOVERY (2011)
 DM4859
 DM4859'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DJS)
 DM4859'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4859'THE MARK IS 9.0 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4859'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AT MILEPOINT 27.8 AND
 DM4859'COUNTY ROAD 2 THEN 6.85 MILES SOUTH AND WEST ON COUNTY ROAD 25, 30.7
 DM4859'FEET WEST OF COUNTY ROAD 25, 10.8 FEET NORTH OF ENTRANCE NUMBER 04351,
 DM4859'3.9 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4857 ***********************************************************************
 DM4857  DESIGNATION -  1109 D 11
 DM4857  PID         -  DM4857
 DM4857  STATE/COUNTY-  MN/CASS
 DM4857  COUNTRY     -  US
 DM4857  USGS QUAD   -  BUNGO CREEK (1970)
 DM4857
 DM4857                         *CURRENT SURVEY CONTROL
 DM4857  ______________________________________________________________________
 DM4857* NAD 83(1986) POSITION- 46 37 51.6    (N) 094 31 54.6    (W)   HD_HELD2  
 DM4857* NAVD 88 ORTHO HEIGHT -   435.157  (meters)    1427.68  (feet) ADJUSTED  
 DM4857  ______________________________________________________________________
 DM4857  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DM4857  DYNAMIC HEIGHT  -        435.174 (meters)     1427.73  (feet) COMP
 DM4857  MODELED GRAVITY -    980,639.9   (mgal)                       NAVD 88
 DM4857
 DM4857  VERT ORDER      -  SECOND    CLASS I
 DM4857
 DM4857.The horizontal coordinates were established by autonomous hand held GPS
 DM4857.observations and have an estimated accuracy of +/- 10 meters.
 DM4857.
 DM4857.The orthometric height was determined by differential leveling and
 DM4857.adjusted in February 2011.
 DM4857
 DM4857.Photographs are available for this station.
 DM4857
 DM4857.The dynamic height is computed by dividing the NAVD 88
 DM4857.geopotential number by the normal gravity value computed on the
 DM4857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4857.degrees latitude (g = 980.6199 gals.).
 DM4857
 DM4857.The modeled gravity was interpolated from observed gravity values.
 DM4857
 DM4857;                    North         East    Units  Estimated Accuracy
 DM4857;SPC MN C     -   281,320.      778,419.      MT  (+/- 10 meters HH2 GPS)
 DM4857
 DM4857                          SUPERSEDED SURVEY CONTROL
 DM4857
 DM4857.No superseded survey control is available for this station.
 DM4857
 DM4857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8274265299(NAD 83)
 DM4857
 DM4857_MARKER: DD = SURVEY DISK
 DM4857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4857_STAMPING: 1109 D 11 2007
 DM4857_MARK LOGO: MNDT  
 DM4857_PROJECTION: RECESSED 3 CENTIMETERS
 DM4857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4857+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4857_ROD/PIPE-DEPTH:  4.3 meters
 DM4857
 DM4857  HISTORY     - Date     Condition        Report By
 DM4857  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4857
 DM4857                          STATION DESCRIPTION
 DM4857
 DM4857'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4857'THE MARK IS 9.3 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4857'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4857'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.2 MILES WEST AND
 DM4857'SOUTH ON COUNTY ROAD 1, THENCE 4.7 MILES WEST ON COUNTY ROAD 28, 32.5
 DM4857'FEET SOUTH OF COUNTY ROAD 28, 12.9 FEET EAST OF ENTRANCE, 2.8 FEET
 DM4857'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4856 ***********************************************************************
 DM4856  DESIGNATION -  1109 D 12
 DM4856  PID         -  DM4856
 DM4856  STATE/COUNTY-  MN/CASS
 DM4856  COUNTRY     -  US
 DM4856  USGS QUAD   -  PINE RIVER (1994)
 DM4856
 DM4856                         *CURRENT SURVEY CONTROL
 DM4856  ______________________________________________________________________
 DM4856* NAD 83(1986) POSITION- 46 37 52.2    (N) 094 29 54.2    (W)   HD_HELD2  
 DM4856* NAVD 88 ORTHO HEIGHT -   431.398  (meters)    1415.34  (feet) ADJUSTED  
 DM4856  ______________________________________________________________________
 DM4856  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DM4856  DYNAMIC HEIGHT  -        431.417 (meters)     1415.41  (feet) COMP
 DM4856  MODELED GRAVITY -    980,643.7   (mgal)                       NAVD 88
 DM4856
 DM4856  VERT ORDER      -  SECOND    CLASS I
 DM4856
 DM4856.The horizontal coordinates were established by autonomous hand held GPS
 DM4856.observations and have an estimated accuracy of +/- 10 meters.
 DM4856.
 DM4856.The orthometric height was determined by differential leveling and
 DM4856.adjusted in February 2011.
 DM4856
 DM4856.Photographs are available for this station.
 DM4856
 DM4856.The dynamic height is computed by dividing the NAVD 88
 DM4856.geopotential number by the normal gravity value computed on the
 DM4856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4856.degrees latitude (g = 980.6199 gals.).
 DM4856
 DM4856.The modeled gravity was interpolated from observed gravity values.
 DM4856
 DM4856;                    North         East    Units  Estimated Accuracy
 DM4856;SPC MN C     -   281,330.      780,980.      MT  (+/- 10 meters HH2 GPS)
 DM4856
 DM4856                          SUPERSEDED SURVEY CONTROL
 DM4856
 DM4856.No superseded survey control is available for this station.
 DM4856
 DM4856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8530365268(NAD 83)
 DM4856
 DM4856_MARKER: DD = SURVEY DISK
 DM4856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4856_STAMPING: 1109 D 12 2007
 DM4856_MARK LOGO: MNDT  
 DM4856_PROJECTION: RECESSED 3 CENTIMETERS
 DM4856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4856+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4856_ROD/PIPE-DEPTH:  6.7 meters
 DM4856
 DM4856  HISTORY     - Date     Condition        Report By
 DM4856  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4856
 DM4856                          STATION DESCRIPTION
 DM4856
 DM4856'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4856'THE MARK IS 7.7 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4856'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4856'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.2 MILES WEST AND
 DM4856'SOUTH ON COUNTY ROAD 1, THENCE 3.1 MILES SOUTH ON COUNTY ROAD 28, 74.1
 DM4856'FEET SOUTH OF COUNTY ROAD 28, 44.1 FEET EAST OF 41ST AVENUE, 3.9 FEET
 DM4856'NORTHEAST OF A FENCE CORNER, 2.3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4855 ***********************************************************************
 DM4855  DESIGNATION -  1109 D 13
 DM4855  PID         -  DM4855
 DM4855  STATE/COUNTY-  MN/CASS
 DM4855  COUNTRY     -  US
 DM4855  USGS QUAD   -  PINE RIVER (1994)
 DM4855
 DM4855                         *CURRENT SURVEY CONTROL
 DM4855  ______________________________________________________________________
 DM4855* NAD 83(1986) POSITION- 46 37 52.3    (N) 094 27 56.1    (W)   HD_HELD2  
 DM4855* NAVD 88 ORTHO HEIGHT -   418.063  (meters)    1371.60  (feet) ADJUSTED  
 DM4855  ______________________________________________________________________
 DM4855  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DM4855  DYNAMIC HEIGHT  -        418.082 (meters)     1371.66  (feet) COMP
 DM4855  MODELED GRAVITY -    980,645.5   (mgal)                       NAVD 88
 DM4855
 DM4855  VERT ORDER      -  SECOND    CLASS I
 DM4855
 DM4855.The horizontal coordinates were established by autonomous hand held GPS
 DM4855.observations and have an estimated accuracy of +/- 10 meters.
 DM4855.
 DM4855.The orthometric height was determined by differential leveling and
 DM4855.adjusted in February 2011.
 DM4855
 DM4855.Photographs are available for this station.
 DM4855
 DM4855.The dynamic height is computed by dividing the NAVD 88
 DM4855.geopotential number by the normal gravity value computed on the
 DM4855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4855.degrees latitude (g = 980.6199 gals.).
 DM4855
 DM4855.The modeled gravity was interpolated from observed gravity values.
 DM4855
 DM4855;                    North         East    Units  Estimated Accuracy
 DM4855;SPC MN C     -   281,325.      783,492.      MT  (+/- 10 meters HH2 GPS)
 DM4855
 DM4855                          SUPERSEDED SURVEY CONTROL
 DM4855
 DM4855.No superseded survey control is available for this station.
 DM4855
 DM4855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8781465224(NAD 83)
 DM4855
 DM4855_MARKER: DD = SURVEY DISK
 DM4855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4855_STAMPING: 1109 D 13 2007
 DM4855_MARK LOGO: MNDT  
 DM4855_PROJECTION: FLUSH
 DM4855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4855+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DM4855_ROD/PIPE-DEPTH:  5.8 meters
 DM4855
 DM4855  HISTORY     - Date     Condition        Report By
 DM4855  HISTORY     - 20070605 MONUMENTED       MNDT
 DM4855
 DM4855                          STATION DESCRIPTION
 DM4855
 DM4855'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4855'THE MARK IS 6.1 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4855'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4855'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.2 MILES WEST AND
 DM4855'SOUTH ON COUNTY ROAD 1, THENCE 1.5 MILES WEST ON COUNTY ROAD 28, 54.8
 DM4855'FEET SOUTH OF COUNTY ROAD 28, 21.4 FEET WEST OF ENTRANCE, 1.3 FEET
 DM4855'NORTH OF FENCE, 1.1 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4854 ***********************************************************************
 DM4854  DESIGNATION -  1109 D 14
 DM4854  PID         -  DM4854
 DM4854  STATE/COUNTY-  MN/CASS
 DM4854  COUNTRY     -  US
 DM4854  USGS QUAD   -  PINE RIVER (1994)
 DM4854
 DM4854                         *CURRENT SURVEY CONTROL
 DM4854  ______________________________________________________________________
 DM4854* NAD 83(1986) POSITION- 46 37 52.2    (N) 094 26 01.4    (W)   HD_HELD2  
 DM4854* NAVD 88 ORTHO HEIGHT -   400.723  (meters)    1314.71  (feet) ADJUSTED  
 DM4854  ______________________________________________________________________
 DM4854  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DM4854  DYNAMIC HEIGHT  -        400.741 (meters)     1314.76  (feet) COMP
 DM4854  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DM4854
 DM4854  VERT ORDER      -  SECOND    CLASS I
 DM4854
 DM4854.The horizontal coordinates were established by autonomous hand held GPS
 DM4854.observations and have an estimated accuracy of +/- 10 meters.
 DM4854.
 DM4854.The orthometric height was determined by differential leveling and
 DM4854.adjusted in February 2011.
 DM4854
 DM4854.Photographs are available for this station.
 DM4854
 DM4854.The dynamic height is computed by dividing the NAVD 88
 DM4854.geopotential number by the normal gravity value computed on the
 DM4854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4854.degrees latitude (g = 980.6199 gals.).
 DM4854
 DM4854.The modeled gravity was interpolated from observed gravity values.
 DM4854
 DM4854;                    North         East    Units  Estimated Accuracy
 DM4854;SPC MN C     -   281,316.      785,932.      MT  (+/- 10 meters HH2 GPS)
 DM4854
 DM4854                          SUPERSEDED SURVEY CONTROL
 DM4854
 DM4854.No superseded survey control is available for this station.
 DM4854
 DM4854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9025365176(NAD 83)
 DM4854
 DM4854_MARKER: DD = SURVEY DISK
 DM4854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4854_STAMPING: 1109 D 14 2007
 DM4854_MARK LOGO: MNDT  
 DM4854_PROJECTION: FLUSH
 DM4854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4854+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DM4854_ROD/PIPE-DEPTH:  7.3 meters
 DM4854
 DM4854  HISTORY     - Date     Condition        Report By
 DM4854  HISTORY     - 20070605 MONUMENTED       MNDT
 DM4854
 DM4854                          STATION DESCRIPTION
 DM4854
 DM4854'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4854'THE MARK IS 4.6 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4854'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4854'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 2.15 MILES WEST AND
 DM4854'SOUTH ON COUNTY ROAD 1, 258.8 FEET NORTHEAST OF COUNTY ROAD 28, 56.9
 DM4854'FEET NORTHWEST OF COUNTY ROAD 1, 1.9 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4853 ***********************************************************************
 DM4853  DESIGNATION -  1109 D 15
 DM4853  PID         -  DM4853
 DM4853  STATE/COUNTY-  MN/CASS
 DM4853  COUNTRY     -  US
 DM4853  USGS QUAD   -  PINE RIVER (1994)
 DM4853
 DM4853                         *CURRENT SURVEY CONTROL
 DM4853  ______________________________________________________________________
 DM4853* NAD 83(1986) POSITION- 46 38 20.5    (N) 094 24 29.9    (W)   HD_HELD2  
 DM4853* NAVD 88 ORTHO HEIGHT -   390.295  (meters)    1280.49  (feet) ADJUSTED  
 DM4853  ______________________________________________________________________
 DM4853  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DM4853  DYNAMIC HEIGHT  -        390.313 (meters)     1280.55  (feet) COMP
 DM4853  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 DM4853
 DM4853  VERT ORDER      -  SECOND    CLASS I
 DM4853
 DM4853.The horizontal coordinates were established by autonomous hand held GPS
 DM4853.observations and have an estimated accuracy of +/- 10 meters.
 DM4853.
 DM4853.The orthometric height was determined by differential leveling and
 DM4853.adjusted in February 2011.
 DM4853
 DM4853.Photographs are available for this station.
 DM4853
 DM4853.The dynamic height is computed by dividing the NAVD 88
 DM4853.geopotential number by the normal gravity value computed on the
 DM4853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4853.degrees latitude (g = 980.6199 gals.).
 DM4853
 DM4853.The modeled gravity was interpolated from observed gravity values.
 DM4853
 DM4853;                    North         East    Units  Estimated Accuracy
 DM4853;SPC MN C     -   282,186.      787,880.      MT  (+/- 10 meters HH2 GPS)
 DM4853
 DM4853                          SUPERSEDED SURVEY CONTROL
 DM4853
 DM4853.No superseded survey control is available for this station.
 DM4853
 DM4853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9221466015(NAD 83)
 DM4853
 DM4853_MARKER: DD = SURVEY DISK
 DM4853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4853_STAMPING: 1109 D 15 2007
 DM4853_MARK LOGO: MNDT  
 DM4853_PROJECTION: RECESSED 3 CENTIMETERS
 DM4853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4853+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DM4853_ROD/PIPE-DEPTH:  7.0 meters
 DM4853
 DM4853  HISTORY     - Date     Condition        Report By
 DM4853  HISTORY     - 20070605 MONUMENTED       MNDT
 DM4853
 DM4853                          STATION DESCRIPTION
 DM4853
 DM4853'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4853'THE MARK IS 3.5 MILES SOUTHWEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4853'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4853'THENCE 3.0 MILES WEST ON COUNTY ROAD 115, THENCE 0.5 MILE SOUTH ON
 DM4853'COUNTY ROAD 1, 59.8 FEET EAST OF COUNTY ROAD 1, 9.9 FEET SOUTH OF
 DM4853'ENTRANCE, 3.7 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4852 ***********************************************************************
 DM4852  DESIGNATION -  1109 D 16
 DM4852  PID         -  DM4852
 DM4852  STATE/COUNTY-  MN/CASS
 DM4852  COUNTRY     -  US
 DM4852  USGS QUAD   -  PINE RIVER (1994)
 DM4852
 DM4852                         *CURRENT SURVEY CONTROL
 DM4852  ______________________________________________________________________
 DM4852* NAD 83(1986) POSITION- 46 38 45.7    (N) 094 22 57.7    (W)   HD_HELD2  
 DM4852* NAVD 88 ORTHO HEIGHT -   397.941  (meters)    1305.58  (feet) ADJUSTED  
 DM4852  ______________________________________________________________________
 DM4852  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DM4852  DYNAMIC HEIGHT  -        397.959 (meters)     1305.64  (feet) COMP
 DM4852  MODELED GRAVITY -    980,646.7   (mgal)                       NAVD 88
 DM4852
 DM4852  VERT ORDER      -  SECOND    CLASS I
 DM4852
 DM4852.The horizontal coordinates were established by autonomous hand held GPS
 DM4852.observations and have an estimated accuracy of +/- 10 meters.
 DM4852.
 DM4852.The orthometric height was determined by differential leveling and
 DM4852.adjusted in February 2011.
 DM4852
 DM4852.Photographs are available for this station.
 DM4852
 DM4852.The dynamic height is computed by dividing the NAVD 88
 DM4852.geopotential number by the normal gravity value computed on the
 DM4852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4852.degrees latitude (g = 980.6199 gals.).
 DM4852
 DM4852.The modeled gravity was interpolated from observed gravity values.
 DM4852
 DM4852;                    North         East    Units  Estimated Accuracy
 DM4852;SPC MN C     -   282,960.      789,842.      MT  (+/- 10 meters HH2 GPS)
 DM4852
 DM4852                          SUPERSEDED SURVEY CONTROL
 DM4852
 DM4852.No superseded survey control is available for this station.
 DM4852
 DM4852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9418866758(NAD 83)
 DM4852
 DM4852_MARKER: DD = SURVEY DISK
 DM4852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4852_STAMPING: 1109 D 16 2007
 DM4852_MARK LOGO: MNDT  
 DM4852_PROJECTION: FLUSH
 DM4852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4852+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4852_ROD/PIPE-DEPTH:  7.6 meters
 DM4852
 DM4852  HISTORY     - Date     Condition        Report By
 DM4852  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4852
 DM4852                          STATION DESCRIPTION
 DM4852
 DM4852'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4852'THE MARK IS 2.3 MILES WEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4852'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4852'THENCE 1.8 MILES WEST ON COUNTY ROAD 115, 41.6 FEET NORTH OF COUNTY
 DM4852'ROAD 115, 16 FEET WEST OF ENTRANCE, 2.8 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4851 ***********************************************************************
 DM4851  DESIGNATION -  1109 D 17
 DM4851  PID         -  DM4851
 DM4851  STATE/COUNTY-  MN/CASS
 DM4851  COUNTRY     -  US
 DM4851  USGS QUAD   -  JENKINS (1994)
 DM4851
 DM4851                         *CURRENT SURVEY CONTROL
 DM4851  ______________________________________________________________________
 DM4851* NAD 83(1986) POSITION- 46 38 45.6    (N) 094 20 54.4    (W)   HD_HELD2  
 DM4851* NAVD 88 ORTHO HEIGHT -   386.771  (meters)    1268.93  (feet) ADJUSTED  
 DM4851  ______________________________________________________________________
 DM4851  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DM4851  DYNAMIC HEIGHT  -        386.788 (meters)     1268.99  (feet) COMP
 DM4851  MODELED GRAVITY -    980,645.4   (mgal)                       NAVD 88
 DM4851
 DM4851  VERT ORDER      -  SECOND    CLASS I
 DM4851
 DM4851.The horizontal coordinates were established by autonomous hand held GPS
 DM4851.observations and have an estimated accuracy of +/- 10 meters.
 DM4851.
 DM4851.The orthometric height was determined by differential leveling and
 DM4851.adjusted in February 2011.
 DM4851
 DM4851.Photographs are available for this station.
 DM4851
 DM4851.The dynamic height is computed by dividing the NAVD 88
 DM4851.geopotential number by the normal gravity value computed on the
 DM4851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4851.degrees latitude (g = 980.6199 gals.).
 DM4851
 DM4851.The modeled gravity was interpolated from observed gravity values.
 DM4851
 DM4851;                    North         East    Units  Estimated Accuracy
 DM4851;SPC MN C     -   282,953.      792,464.      MT  (+/- 10 meters HH2 GPS)
 DM4851
 DM4851                          SUPERSEDED SURVEY CONTROL
 DM4851
 DM4851.No superseded survey control is available for this station.
 DM4851
 DM4851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9680966709(NAD 83)
 DM4851
 DM4851_MARKER: DD = SURVEY DISK
 DM4851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4851_STAMPING: 1109 D 17 2007
 DM4851_MARK LOGO: MNDT  
 DM4851_PROJECTION: FLUSH
 DM4851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4851+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4851_ROD/PIPE-DEPTH: 15.2 meters
 DM4851
 DM4851  HISTORY     - Date     Condition        Report By
 DM4851  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4851
 DM4851                          STATION DESCRIPTION
 DM4851
 DM4851'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4851'THE MARK IS 0.65 MILE WEST OF JENKINS, 0.5 MILE WEST ALONG LILAC
 DM4851'AVENUE FROM JUNCTION OF TRUNK HIGHWAY 371 AND LILAC STREET IN JENKINS,
 DM4851'THENCE 0.15 MILE WEST ON COUNTY ROAD 115, 31.0 FEET NORTH OF COUNTY
 DM4851'ROAD 115, 8.7 FEET WEST OF ENTRANCE, 1.1 FEET SOUTH OF A FENCE, 0.7
 DM4851'FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4868 ***********************************************************************
 DM4868  DESIGNATION -  1109 D 2
 DM4868  PID         -  DM4868
 DM4868  STATE/COUNTY-  MN/CASS
 DM4868  COUNTRY     -  US
 DM4868  USGS QUAD   -  SPIDER LAKE (1970)
 DM4868
 DM4868                         *CURRENT SURVEY CONTROL
 DM4868  ______________________________________________________________________
 DM4868* NAD 83(2007) POSITION- 46 43 00.82842(N) 094 40 12.13899(W)   ADJUSTED  
 DM4868* NAD 83(2007) ELLIP HT-   411.685 (meters)        (07/18/11)   ADJUSTED
 DM4868* NAD 83(2007) EPOCH   -  2002.00
 DM4868* NAVD 88 ORTHO HEIGHT -   439.296  (meters)    1441.26  (feet) ADJUSTED  
 DM4868  ______________________________________________________________________
 DM4868  NAD 83(2007) X  -   -356,683.956 (meters)                     COMP
 DM4868  NAD 83(2007) Y  - -4,366,389.765 (meters)                     COMP
 DM4868  NAD 83(2007) Z  -  4,620,543.828 (meters)                     COMP
 DM4868  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC09
 DM4868  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DM4868  DYNAMIC HEIGHT  -        439.310 (meters)     1441.30  (feet) COMP
 DM4868  MODELED GRAVITY -    980,632.1   (mgal)                       NAVD 88
 DM4868
 DM4868  HORZ ORDER      -  FIRST
 DM4868  VERT ORDER      -  SECOND    CLASS I
 DM4868  ELLP ORDER      -  FOURTH    CLASS I
 DM4868
 DM4868.The horizontal coordinates were established by GPS observations
 DM4868.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM4868
 DM4868.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4868.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4868
 DM4868.The horizontal coordinates are valid at the epoch date displayed above
 DM4868.which is a decimal equivalence of Year/Month/Day.
 DM4868
 DM4868.The orthometric height was determined by differential leveling and
 DM4868.adjusted in February 2011.
 DM4868
 DM4868.Photographs are available for this station.
 DM4868
 DM4868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4868
 DM4868.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4868
 DM4868.The ellipsoidal height was determined by GPS observations
 DM4868.and is referenced to NAD 83.
 DM4868
 DM4868.The dynamic height is computed by dividing the NAVD 88
 DM4868.geopotential number by the normal gravity value computed on the
 DM4868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4868.degrees latitude (g = 980.6199 gals.).
 DM4868
 DM4868.The modeled gravity was interpolated from observed gravity values.
 DM4868
 DM4868. The following values were computed from the NAD 83(2007) position.
 DM4868
 DM4868;                    North         East     Units Scale Factor Converg.
 DM4868;SPC MN C     -   290,914.473   767,887.135   MT  0.99994423   -0 18 13.9
 DM4868;SPC MN C     -   954,441.90  2,519,309.71   sFT  0.99994423   -0 18 13.9
 DM4868;UTM  15      - 5,175,058.960   372,366.329   MT  0.99980023   -1 12 57.3
 DM4868
 DM4868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4868!SPC MN C     -   0.99993547  x   0.99994423  =   0.99987970
 DM4868!UTM  15      -   0.99993547  x   0.99980023  =   0.99973571
 DM4868
 DM4868                          SUPERSEDED SURVEY CONTROL
 DM4868
 DM4868  NAVD 88 (07/18/11)  439.29   (m)         1441.2    (f) LEVELING    3  
 DM4868
 DM4868.Superseded values are not recommended for survey control.
 DM4868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4868.See file dsdata.txt to determine how the superseded data were derived.
 DM4868
 DM4868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7236675058(NAD 83)
 DM4868
 DM4868_MARKER: DD = SURVEY DISK
 DM4868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4868_STAMPING: 1109 D 2 2007
 DM4868_MARK LOGO: MNDT  
 DM4868_PROJECTION: FLUSH
 DM4868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4868+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DM4868_ROD/PIPE-DEPTH: 12.2 meters
 DM4868
 DM4868  HISTORY     - Date     Condition        Report By
 DM4868  HISTORY     - 20070611 MONUMENTED       MNDT
 DM4868  HISTORY     - 20101103 GOOD             MNDT
 DM4868
 DM4868                          STATION DESCRIPTION
 DM4868
 DM4868'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4868'THE MARK IS 12.5 MILES WEST OF PINE RIVER, 1.5 MILES EAST ALONG COUNTY
 DM4868'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4868'TRUNK HIGHWAY 64 MILE POINT 27.8, 99.1 FEET NORTH OF COUNTY ROAD 2
 DM4868'(24TH STREET SOUTHWEST), 50.7 FEET EAST OF COUNTY ROAD 112 (72ND
 DM4868'AVENUE SOUTHWEST), 1.9 FEET SOUTH OF WITNESS POST.
 DM4868
 DM4868                          STATION RECOVERY (2010)
 DM4868
 DM4868'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4868'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4868'THE MARK IS 12.5 MILES WEST OF PINE RIVER, 1.5 MILES EAST ALONG COUNTY
 DM4868'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4868'TRUNK HIGHWAY 64 MILEPOINT 27.8, 99.1 FEET NORTH  OF COUNTY ROAD 2
 DM4868'(24TH STREET SOUTHWEST), 50.7 FEET EAST OF COUNTY ROAD 112 (72ND
 DM4868'AVENUE SOUTHWEST), 1.9 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4867 ***********************************************************************
 DM4867  DESIGNATION -  1109 D 3
 DM4867  PID         -  DM4867
 DM4867  STATE/COUNTY-  MN/CASS
 DM4867  COUNTRY     -  US
 DM4867  USGS QUAD   -  SPIDER LAKE (1970)
 DM4867
 DM4867                         *CURRENT SURVEY CONTROL
 DM4867  ______________________________________________________________________
 DM4867* NAD 83(1986) POSITION- 46 43 00.5    (N) 094 38 13.7    (W)   HD_HELD2  
 DM4867* NAVD 88 ORTHO HEIGHT -   435.569  (meters)    1429.03  (feet) ADJUSTED  
 DM4867  ______________________________________________________________________
 DM4867  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DM4867  DYNAMIC HEIGHT  -        435.581 (meters)     1429.07  (feet) COMP
 DM4867  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DM4867
 DM4867  VERT ORDER      -  SECOND    CLASS I
 DM4867
 DM4867.The horizontal coordinates were established by autonomous hand held GPS
 DM4867.observations and have an estimated accuracy of +/- 10 meters.
 DM4867.
 DM4867.The orthometric height was determined by differential leveling and
 DM4867.adjusted in February 2011.
 DM4867
 DM4867.Photographs are available for this station.
 DM4867
 DM4867.The dynamic height is computed by dividing the NAVD 88
 DM4867.geopotential number by the normal gravity value computed on the
 DM4867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4867.degrees latitude (g = 980.6199 gals.).
 DM4867
 DM4867.The modeled gravity was interpolated from observed gravity values.
 DM4867
 DM4867;                    North         East    Units  Estimated Accuracy
 DM4867;SPC MN C     -   290,892.      770,402.      MT  (+/- 10 meters HH2 GPS)
 DM4867
 DM4867                          SUPERSEDED SURVEY CONTROL
 DM4867
 DM4867.No superseded survey control is available for this station.
 DM4867
 DM4867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7488074995(NAD 83)
 DM4867
 DM4867_MARKER: DD = SURVEY DISK
 DM4867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4867_STAMPING: 1109 D 3 2007
 DM4867_MARK LOGO: MNDT  
 DM4867_PROJECTION: FLUSH
 DM4867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4867+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4867_ROD/PIPE-DEPTH: 16.8 meters
 DM4867
 DM4867  HISTORY     - Date     Condition        Report By
 DM4867  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4867
 DM4867                          STATION DESCRIPTION
 DM4867
 DM4867'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4867'THE MARK IS 9.5 MILES WEST OF PINE RIVER, 3.15 MILES EAST ALONG COUNTY
 DM4867'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4867'TRUNK HIGHWAY 64 MILE POINT 27.8, 58.0 FEET SOUTH OF COUNTY ROAD 2,
 DM4867'23.0 FEET EAST OF ENTRANCE, 6.5 FEET SOUTH OF DIRT TRAIL, 2.4 FEET
 DM4867'NORTH OF WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4866 ***********************************************************************
 DM4866  DESIGNATION -  1109 D 4
 DM4866  PID         -  DM4866
 DM4866  STATE/COUNTY-  MN/CASS
 DM4866  COUNTRY     -  US
 DM4866  USGS QUAD   -  BUNGO CREEK (1970)
 DM4866
 DM4866                         *CURRENT SURVEY CONTROL
 DM4866  ______________________________________________________________________
 DM4866* NAD 83(1986) POSITION- 46 43 02.4    (N) 094 36 04.7    (W)   HD_HELD2  
 DM4866* NAVD 88 ORTHO HEIGHT -   420.836  (meters)    1380.69  (feet) ADJUSTED  
 DM4866  ______________________________________________________________________
 DM4866  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DM4866  DYNAMIC HEIGHT  -        420.848 (meters)     1380.73  (feet) COMP
 DM4866  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 DM4866
 DM4866  VERT ORDER      -  SECOND    CLASS I
 DM4866
 DM4866.The horizontal coordinates were established by autonomous hand held GPS
 DM4866.observations and have an estimated accuracy of +/- 10 meters.
 DM4866.
 DM4866.The orthometric height was determined by differential leveling and
 DM4866.adjusted in February 2011.
 DM4866
 DM4866.Photographs are available for this station.
 DM4866
 DM4866.The dynamic height is computed by dividing the NAVD 88
 DM4866.geopotential number by the normal gravity value computed on the
 DM4866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4866.degrees latitude (g = 980.6199 gals.).
 DM4866
 DM4866.The modeled gravity was interpolated from observed gravity values.
 DM4866
 DM4866;                    North         East    Units  Estimated Accuracy
 DM4866;SPC MN C     -   290,937.      773,142.      MT  (+/- 10 meters HH2 GPS)
 DM4866
 DM4866                          SUPERSEDED SURVEY CONTROL
 DM4866
 DM4866.No superseded survey control is available for this station.
 DM4866
 DM4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7762074998(NAD 83)
 DM4866
 DM4866_MARKER: DD = SURVEY DISK
 DM4866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4866_STAMPING: 1109 D 4 2007
 DM4866_MARK LOGO: MNDT  
 DM4866_PROJECTION: FLUSH
 DM4866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4866+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4866_ROD/PIPE-DEPTH: 15.2 meters
 DM4866
 DM4866  HISTORY     - Date     Condition        Report By
 DM4866  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4866
 DM4866                          STATION DESCRIPTION
 DM4866
 DM4866'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4866'THE MARK IS 9.2 MILES WEST OF PINE RIVER, 4.85 MILES EAST ALONG COUNTY
 DM4866'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2 AT
 DM4866'TRUNK HIGHWAY 64 MILE POINT 27.8, 77.8 FEET SOUTH OF COUNTY ROAD 2,
 DM4866'15.8 FEET EAST OF ENTRANCE, 13.2 FEET SOUTH OF FIRE WARDEN SIGN, 1.8
 DM4866'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4865 ***********************************************************************
 DM4865  DESIGNATION -  1109 D 5
 DM4865  PID         -  DM4865
 DM4865  STATE/COUNTY-  MN/CASS
 DM4865  COUNTRY     -  US
 DM4865  USGS QUAD   -  BUNGO CREEK (1970)
 DM4865
 DM4865                         *CURRENT SURVEY CONTROL
 DM4865  ______________________________________________________________________
 DM4865* NAD 83(1986) POSITION- 46 43 05.2    (N) 094 34 09.6    (W)   HD_HELD2  
 DM4865* NAVD 88 ORTHO HEIGHT -   414.642  (meters)    1360.37  (feet) ADJUSTED  
 DM4865  ______________________________________________________________________
 DM4865  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 DM4865  DYNAMIC HEIGHT  -        414.655 (meters)     1360.41  (feet) COMP
 DM4865  MODELED GRAVITY -    980,632.7   (mgal)                       NAVD 88
 DM4865
 DM4865  VERT ORDER      -  SECOND    CLASS I
 DM4865
 DM4865.The horizontal coordinates were established by autonomous hand held GPS
 DM4865.observations and have an estimated accuracy of +/- 10 meters.
 DM4865.
 DM4865.The orthometric height was determined by differential leveling and
 DM4865.adjusted in February 2011.
 DM4865
 DM4865.Photographs are available for this station.
 DM4865
 DM4865.The dynamic height is computed by dividing the NAVD 88
 DM4865.geopotential number by the normal gravity value computed on the
 DM4865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4865.degrees latitude (g = 980.6199 gals.).
 DM4865
 DM4865.The modeled gravity was interpolated from observed gravity values.
 DM4865
 DM4865;                    North         East    Units  Estimated Accuracy
 DM4865;SPC MN C     -   291,014.      775,587.      MT  (+/- 10 meters HH2 GPS)
 DM4865
 DM4865                          SUPERSEDED SURVEY CONTROL
 DM4865
 DM4865.No superseded survey control is available for this station.
 DM4865
 DM4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8006575035(NAD 83)
 DM4865
 DM4865_MARKER: DD = SURVEY DISK
 DM4865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4865_STAMPING: 1109 D 5 2007
 DM4865_MARK LOGO: MNDT  
 DM4865_PROJECTION: FLUSH
 DM4865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4865+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4865_ROD/PIPE-DEPTH: 14.9 meters
 DM4865
 DM4865  HISTORY     - Date     Condition        Report By
 DM4865  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4865
 DM4865                          STATION DESCRIPTION
 DM4865
 DM4865'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4865'THE MARK IS 7.7 MILES WEST OF PINE RIVER, 6.4 MILES EAST ALONG COUNTY
 DM4865'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4865'TRUNK HIGHWAY 64 MILE POINT 27.8, 57.3 FEET NORTH OF COUNTY ROAD 2,
 DM4865'46.3 FEET WEST OF ENTRANCE, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4864 ***********************************************************************
 DM4864  DESIGNATION -  1109 D 6
 DM4864  PID         -  DM4864
 DM4864  STATE/COUNTY-  MN/CASS
 DM4864  COUNTRY     -  US
 DM4864  USGS QUAD   -  BUNGO CREEK (1970)
 DM4864
 DM4864                         *CURRENT SURVEY CONTROL
 DM4864  ______________________________________________________________________
 DM4864* NAD 83(1986) POSITION- 46 43 06.0    (N) 094 32 07.6    (W)   HD_HELD2  
 DM4864* NAVD 88 ORTHO HEIGHT -   398.204  (meters)    1306.44  (feet) ADJUSTED  
 DM4864  ______________________________________________________________________
 DM4864  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 DM4864  DYNAMIC HEIGHT  -        398.217 (meters)     1306.48  (feet) COMP
 DM4864  MODELED GRAVITY -    980,635.2   (mgal)                       NAVD 88
 DM4864
 DM4864  VERT ORDER      -  SECOND    CLASS I
 DM4864
 DM4864.The horizontal coordinates were established by autonomous hand held GPS
 DM4864.observations and have an estimated accuracy of +/- 10 meters.
 DM4864.
 DM4864.The orthometric height was determined by differential leveling and
 DM4864.adjusted in February 2011.
 DM4864
 DM4864.Photographs are available for this station.
 DM4864
 DM4864.The dynamic height is computed by dividing the NAVD 88
 DM4864.geopotential number by the normal gravity value computed on the
 DM4864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4864.degrees latitude (g = 980.6199 gals.).
 DM4864
 DM4864.The modeled gravity was interpolated from observed gravity values.
 DM4864
 DM4864;                    North         East    Units  Estimated Accuracy
 DM4864;SPC MN C     -   291,028.      778,178.      MT  (+/- 10 meters HH2 GPS)
 DM4864
 DM4864                          SUPERSEDED SURVEY CONTROL
 DM4864
 DM4864.No superseded survey control is available for this station.
 DM4864
 DM4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8265575009(NAD 83)
 DM4864
 DM4864_MARKER: DD = SURVEY DISK
 DM4864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4864_STAMPING: 1109 D 6 2007
 DM4864_MARK LOGO: MNDT  
 DM4864_PROJECTION: FLUSH
 DM4864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4864+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4864_ROD/PIPE-DEPTH:  8.2 meters
 DM4864
 DM4864  HISTORY     - Date     Condition        Report By
 DM4864  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4864
 DM4864                          STATION DESCRIPTION
 DM4864
 DM4864'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4864'THE MARK IS 6.1 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4864'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4864'TRUNK HIGHWAY 64 MILE POINT 27.8, 99.5 FEET SOUTH OF COUNTY ROAD 2,
 DM4864'54.2 FEET EAST OF COUNTY ROAD 25, 35.8 FEET NORTH-NORTHEAST OF POWER
 DM4864'POLE CABLE PEDESTAL NUMBER 15 5000 1A1, 1.9 FEET NORTH OF WITNESS
 DM4864'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4863 ***********************************************************************
 DM4863  DESIGNATION -  1109 D 7
 DM4863  PID         -  DM4863
 DM4863  STATE/COUNTY-  MN/CASS
 DM4863  COUNTRY     -  US
 DM4863  USGS QUAD   -  BUNGO CREEK (1970)
 DM4863
 DM4863                         *CURRENT SURVEY CONTROL
 DM4863  ______________________________________________________________________
 DM4863* NAD 83(1986) POSITION- 46 41 37.5    (N) 094 32 07.1    (W)   HD_HELD2  
 DM4863* NAVD 88 ORTHO HEIGHT -   405.337  (meters)    1329.84  (feet) ADJUSTED  
 DM4863  ______________________________________________________________________
 DM4863  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DM4863  DYNAMIC HEIGHT  -        405.350 (meters)     1329.89  (feet) COMP
 DM4863  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 DM4863
 DM4863  VERT ORDER      -  SECOND    CLASS I
 DM4863
 DM4863.The horizontal coordinates were established by autonomous hand held GPS
 DM4863.observations and have an estimated accuracy of +/- 10 meters.
 DM4863.
 DM4863.The orthometric height was determined by differential leveling and
 DM4863.adjusted in February 2011.
 DM4863
 DM4863.Photographs are available for this station.
 DM4863
 DM4863.The dynamic height is computed by dividing the NAVD 88
 DM4863.geopotential number by the normal gravity value computed on the
 DM4863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4863.degrees latitude (g = 980.6199 gals.).
 DM4863
 DM4863.The modeled gravity was interpolated from observed gravity values.
 DM4863
 DM4863;                    North         East    Units  Estimated Accuracy
 DM4863;SPC MN C     -   288,296.      778,178.      MT  (+/- 10 meters HH2 GPS)
 DM4863
 DM4863                          SUPERSEDED SURVEY CONTROL
 DM4863
 DM4863.No superseded survey control is available for this station.
 DM4863
 DM4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8261372277(NAD 83)
 DM4863
 DM4863_MARKER: DD = SURVEY DISK
 DM4863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4863_STAMPING: 1109 D 7 2007
 DM4863_MARK LOGO: MNDT  
 DM4863_PROJECTION: FLUSH
 DM4863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4863+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4863_ROD/PIPE-DEPTH:  8.2 meters
 DM4863
 DM4863  HISTORY     - Date     Condition        Report By
 DM4863  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4863
 DM4863                          STATION DESCRIPTION
 DM4863
 DM4863'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4863'THE MARK IS 6.1 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4863'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4863'TRUNK HIGHWAY 64 MILE POINT 27.8, THENCE 1.7 MILES SOUTH ON COUNTY
 DM4863'ROAD 25, 24.5 FEET WEST OF COUNTY ROAD 25, 16.6 FEET NORTH OF
 DM4863'ENTRANCE, 2.2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4862 ***********************************************************************
 DM4862  DESIGNATION -  1109 D 8
 DM4862  PID         -  DM4862
 DM4862  STATE/COUNTY-  MN/CASS
 DM4862  COUNTRY     -  US
 DM4862  USGS QUAD   -  BUNGO CREEK (1970)
 DM4862
 DM4862                         *CURRENT SURVEY CONTROL
 DM4862  ______________________________________________________________________
 DM4862* NAD 83(1986) POSITION- 46 41 20.4    (N) 094 33 43.5    (W)   HD_HELD2  
 DM4862* NAVD 88 ORTHO HEIGHT -   411.617  (meters)    1350.45  (feet) ADJUSTED  
 DM4862  ______________________________________________________________________
 DM4862  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DM4862  DYNAMIC HEIGHT  -        411.631 (meters)     1350.49  (feet) COMP
 DM4862  MODELED GRAVITY -    980,633.6   (mgal)                       NAVD 88
 DM4862
 DM4862  VERT ORDER      -  SECOND    CLASS I
 DM4862
 DM4862.The horizontal coordinates were established by autonomous hand held GPS
 DM4862.observations and have an estimated accuracy of +/- 10 meters.
 DM4862.
 DM4862.The orthometric height was determined by differential leveling and
 DM4862.adjusted in February 2011.
 DM4862
 DM4862.Photographs are available for this station.
 DM4862
 DM4862.The dynamic height is computed by dividing the NAVD 88
 DM4862.geopotential number by the normal gravity value computed on the
 DM4862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4862.degrees latitude (g = 980.6199 gals.).
 DM4862
 DM4862.The modeled gravity was interpolated from observed gravity values.
 DM4862
 DM4862;                    North         East    Units  Estimated Accuracy
 DM4862;SPC MN C     -   287,775.      776,128.      MT  (+/- 10 meters HH2 GPS)
 DM4862
 DM4862                          SUPERSEDED SURVEY CONTROL
 DM4862
 DM4862.No superseded survey control is available for this station.
 DM4862
 DM4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8055571789(NAD 83)
 DM4862
 DM4862_MARKER: DD = SURVEY DISK
 DM4862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4862_STAMPING: 1109 D 8 2007
 DM4862_MARK LOGO: MNDT  
 DM4862_PROJECTION: FLUSH
 DM4862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4862+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4862_ROD/PIPE-DEPTH:  6.7 meters
 DM4862
 DM4862  HISTORY     - Date     Condition        Report By
 DM4862  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4862
 DM4862                          STATION DESCRIPTION
 DM4862
 DM4862'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4862'THE MARK IS 7.1 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4862'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2, AT
 DM4862'TRUNK HIGHWAY 64 MILE POINT 27.8, THENCE 3.3 MILES SOUTH AND WEST ON
 DM4862'COUNTY ROAD 25, 36.6 FEET SOUTH OF COUNTY ROAD 25, 11.7 FEET WEST OF
 DM4862'ENTRANCE, 3.0 FEET NORTH OF FENCE, 2.7 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4861 ***********************************************************************
 DM4861  DESIGNATION -  1109 D 9
 DM4861  PID         -  DM4861
 DM4861  STATE/COUNTY-  MN/CASS
 DM4861  COUNTRY     -  US
 DM4861  USGS QUAD   -  BUNGO CREEK (1970)
 DM4861
 DM4861                         *CURRENT SURVEY CONTROL
 DM4861  ______________________________________________________________________
 DM4861* NAD 83(1986) POSITION- 46 40 29.2    (N) 094 34 22.3    (W)   HD_HELD2  
 DM4861* NAVD 88 ORTHO HEIGHT -   417.022  (meters)    1368.18  (feet) ADJUSTED  
 DM4861  ______________________________________________________________________
 DM4861  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DM4861  DYNAMIC HEIGHT  -        417.035 (meters)     1368.22  (feet) COMP
 DM4861  MODELED GRAVITY -    980,633.5   (mgal)                       NAVD 88
 DM4861
 DM4861  VERT ORDER      -  SECOND    CLASS I
 DM4861
 DM4861.The horizontal coordinates were established by autonomous hand held GPS
 DM4861.observations and have an estimated accuracy of +/- 10 meters.
 DM4861.
 DM4861.The orthometric height was determined by differential leveling and
 DM4861.adjusted in February 2011.
 DM4861
 DM4861.Photographs are available for this station.
 DM4861
 DM4861.The dynamic height is computed by dividing the NAVD 88
 DM4861.geopotential number by the normal gravity value computed on the
 DM4861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4861.degrees latitude (g = 980.6199 gals.).
 DM4861
 DM4861.The modeled gravity was interpolated from observed gravity values.
 DM4861
 DM4861;                    North         East    Units  Estimated Accuracy
 DM4861;SPC MN C     -   286,198.      775,297.      MT  (+/- 10 meters HH2 GPS)
 DM4861
 DM4861                          SUPERSEDED SURVEY CONTROL
 DM4861
 DM4861.No superseded survey control is available for this station.
 DM4861
 DM4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7969970225(NAD 83)
 DM4861
 DM4861_MARKER: DD = SURVEY DISK
 DM4861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4861_STAMPING: 1109 D 9 2007
 DM4861_MARK LOGO: MNDT  
 DM4861_PROJECTION: RECESSED 13 CENTIMETERS
 DM4861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4861+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DM4861_ROD/PIPE-DEPTH: 12.2 meters
 DM4861
 DM4861  HISTORY     - Date     Condition        Report By
 DM4861  HISTORY     - 20070606 MONUMENTED       MNDT
 DM4861
 DM4861                          STATION DESCRIPTION
 DM4861
 DM4861'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4861'THE MARK IS 9.0 MILES WEST OF PINE RIVER, 8.0 MILES EAST ALONG COUNTY
 DM4861'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 2 (TRUNK
 DM4861'HIGHWAY 64 MILE POINT 27.8), THENCE 4.7 MILES SOUTH AND WEST ON COUNTY
 DM4861'ROAD 25, 42.8 FEET NORTH OF COUNTY ROAD 25, 10.4 FEET WEST OF
 DM4861'ENTRANCE, 6.3 FEET SOUTH OF GATE POST, 4.9 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4587 ***********************************************************************
 DI4587  DESIGNATION -  1109 E
 DI4587  PID         -  DI4587
 DI4587  STATE/COUNTY-  MN/CASS
 DI4587  COUNTRY     -  US
 DI4587  USGS QUAD   -  MOTLEY (1963)
 DI4587
 DI4587                         *CURRENT SURVEY CONTROL
 DI4587  ______________________________________________________________________
 DI4587* NAD 83(2007) POSITION- 46 21 30.94289(N) 094 38 37.45745(W)   ADJUSTED  
 DI4587* NAD 83(2007) ELLIP HT-   351.236 (meters)        (07/18/11)   ADJUSTED
 DI4587* NAD 83(2007) EPOCH   -  2002.00
 DI4587* NAVD 88 ORTHO HEIGHT -   378.362  (meters)    1241.34  (feet) ADJUSTED  
 DI4587  ______________________________________________________________________
 DI4587  NAD 83(2007) X  -   -357,016.882 (meters)                     COMP
 DI4587  NAD 83(2007) Y  - -4,395,327.688 (meters)                     COMP
 DI4587  NAD 83(2007) Z  -  4,593,100.611 (meters)                     COMP
 DI4587  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC09
 DI4587  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DI4587  DYNAMIC HEIGHT  -        378.370 (meters)     1241.37  (feet) COMP
 DI4587  MODELED GRAVITY -    980,623.9   (mgal)                       NAVD 88
 DI4587
 DI4587  HORZ ORDER      -  FIRST
 DI4587  VERT ORDER      -  SECOND    CLASS I
 DI4587  ELLP ORDER      -  FOURTH    CLASS I
 DI4587
 DI4587.The horizontal coordinates were established by GPS observations
 DI4587.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DI4587
 DI4587.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4587.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4587
 DI4587.The horizontal coordinates are valid at the epoch date displayed above
 DI4587.which is a decimal equivalence of Year/Month/Day.
 DI4587
 DI4587.The orthometric height was determined by differential leveling and
 DI4587.adjusted in January 2008.
 DI4587
 DI4587.No vertical observational check was made to the station.
 DI4587
 DI4587.Photographs are available for this station.
 DI4587
 DI4587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4587
 DI4587.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4587
 DI4587.The ellipsoidal height was determined by GPS observations
 DI4587.and is referenced to NAD 83.
 DI4587
 DI4587.The dynamic height is computed by dividing the NAVD 88
 DI4587.geopotential number by the normal gravity value computed on the
 DI4587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4587.degrees latitude (g = 980.6199 gals.).
 DI4587
 DI4587.The modeled gravity was interpolated from observed gravity values.
 DI4587
 DI4587. The following values were computed from the NAD 83(2007) position.
 DI4587
 DI4587;                    North         East     Units Scale Factor Converg.
 DI4587;SPC MN C     -   251,077.976   769,699.860   MT  0.99992211   -0 17 05.4
 DI4587;SPC MN C     -   823,744.99  2,525,256.96   sFT  0.99992211   -0 17 05.4
 DI4587;UTM  15      - 5,135,203.973   373,547.076   MT  0.99979656   -1 11 22.9
 DI4587
 DI4587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4587!SPC MN C     -   0.99994494  x   0.99992211  =   0.99986706
 DI4587!UTM  15      -   0.99994494  x   0.99979656  =   0.99974151
 DI4587
 DI4587:                Primary Azimuth Mark                     Grid Az
 DI4587:SPC MN C     -  1109 F                                   001 32 35.9
 DI4587:UTM  15      -  1109 F                                   002 26 53.4
 DI4587
 DI4587|---------------------------------------------------------------------|
 DI4587| PID    Reference Object                     Distance      Geod. Az  |
 DI4587|                                                           dddmmss.s |
 DI4587| DI4586 1109 F                              APPROX. 1.2 KM 0011530.5 |
 DI4587|---------------------------------------------------------------------|
 DI4587
 DI4587                          SUPERSEDED SURVEY CONTROL
 DI4587
 DI4587  NAD 83(2007)-  46 21 30.94254(N)    094 38 37.45742(W) AD(2002.00) 1
 DI4587  ELLIP H (06/22/11)  351.240  (m)                       GP(2002.00) 3 2
 DI4587  NAD 83(1996)-  46 21 30.94227(N)    094 38 37.45711(W) AD(       ) 1
 DI4587  ELLIP H (03/21/07)  351.263  (m)                       GP(       ) 3 2
 DI4587  NAVD 88 (03/21/07)  378.36   (m)         1241.3    (f) LEVELING    3  
 DI4587
 DI4587.Superseded values are not recommended for survey control.
 DI4587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4587.See file dsdata.txt to determine how the superseded data were derived.
 DI4587
 DI4587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7354735203(NAD 83)
 DI4587
 DI4587_MARKER: DD = SURVEY DISK
 DI4587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4587_STAMPING: 1109 E 2005
 DI4587_MARK LOGO: MNDT  
 DI4587_PROJECTION: FLUSH
 DI4587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4587+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DI4587_ROD/PIPE-DEPTH:  6.7 meters
 DI4587
 DI4587  HISTORY     - Date     Condition        Report By
 DI4587  HISTORY     - 20050921 MONUMENTED       MNDT
 DI4587  HISTORY     - 20060612 GOOD             MNDT
 DI4587  HISTORY     - 20101201 GOOD             MNDT
 DI4587  HISTORY     - 20101201 GOOD             MNDT
 DI4587
 DI4587                          STATION DESCRIPTION
 DI4587
 DI4587'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4587'1.2 MILES NORTH OF MOTLEY, 1 MILE NORTH ALONG TRUNK HIGHWAY 64 FROM
 DI4587'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY, AT
 DI4587'TRUNK HIGHWAY 64 MILEPOINT 1.0, 70.2 FEET WEST OF TRUNK HIGHWAY 64,
 DI4587'19.4 FEET NORTH OF POWER POLE, 21.4 FEET EAST OF NORTH/SOUTH FENCE
 DI4587'LINE, 1.1 FEET EAST OF WITNESS POST.
 DI4587
 DI4587                          STATION RECOVERY (2006)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4587'RECOVERED AS DESCRIBED.
 DI4587
 DI4587                          STATION RECOVERY (2010)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4587'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI4587'THE MARK IS 1.2 MILES NORTH OF MOTLEY, 1.05 MILES NORTH ALONG TRUNK
 DI4587'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4587'IN MOTLEY AT TRUNK HIGHWAY 64 MILEPOINT 1.0, 70.2 FEET WEST OF TRUNK
 DI4587'HIGHWAY 64, 19.4 FEET NORTH OF POWER POLE, 21.4 FEET EAST OF
 DI4587'NORTH/SOUTH FENCE LINE, 1.1 FEET EAST OF WITNESS POST.
 DI4587
 DI4587                          STATION RECOVERY (2010)
 DI4587
 DI4587'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4587'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4586 ***********************************************************************
 DI4586  DESIGNATION -  1109 F
 DI4586  PID         -  DI4586
 DI4586  STATE/COUNTY-  MN/CASS
 DI4586  COUNTRY     -  US
 DI4586  USGS QUAD   -  MOTLEY (1963)
 DI4586
 DI4586                         *CURRENT SURVEY CONTROL
 DI4586  ______________________________________________________________________
 DI4586* NAD 83(2007) POSITION- 46 22 10.06939(N) 094 38 36.21574(W)   ADJUSTED  
 DI4586* NAD 83(2007) ELLIP HT-   357.161 (meters)        (06/22/11)   ADJUSTED
 DI4586* NAD 83(2007) EPOCH   -  2002.00
 DI4586* NAVD 88 ORTHO HEIGHT -   384.286  (meters)    1260.78  (feet) ADJUSTED  
 DI4586  ______________________________________________________________________
 DI4586  NAD 83(2007) X  -   -356,919.966 (meters)                     COMP
 DI4586  NAD 83(2007) Y  - -4,394,462.369 (meters)                     COMP
 DI4586  NAD 83(2007) Z  -  4,593,938.640 (meters)                     COMP
 DI4586  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC09
 DI4586  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DI4586  DYNAMIC HEIGHT  -        384.295 (meters)     1260.81  (feet) COMP
 DI4586  MODELED GRAVITY -    980,625.9   (mgal)                       NAVD 88
 DI4586
 DI4586  HORZ ORDER      -  FIRST
 DI4586  VERT ORDER      -  SECOND    CLASS I
 DI4586  ELLP ORDER      -  THIRD     CLASS II
 DI4586
 DI4586.The horizontal coordinates were established by GPS observations
 DI4586.and adjusted by the National Geodetic Survey in June 2011.
 DI4586
 DI4586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4586.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4586
 DI4586.The horizontal coordinates are valid at the epoch date displayed above
 DI4586.which is a decimal equivalence of Year/Month/Day.
 DI4586
 DI4586.The orthometric height was determined by differential leveling and
 DI4586.adjusted in January 2008.
 DI4586
 DI4586.No vertical observational check was made to the station.
 DI4586
 DI4586.Photographs are available for this station.
 DI4586
 DI4586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4586
 DI4586.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4586
 DI4586.The ellipsoidal height was determined by GPS observations
 DI4586.and is referenced to NAD 83.
 DI4586
 DI4586.The dynamic height is computed by dividing the NAVD 88
 DI4586.geopotential number by the normal gravity value computed on the
 DI4586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4586.degrees latitude (g = 980.6199 gals.).
 DI4586
 DI4586.The modeled gravity was interpolated from observed gravity values.
 DI4586
 DI4586. The following values were computed from the NAD 83(2007) position.
 DI4586
 DI4586;                    North         East     Units Scale Factor Converg.
 DI4586;SPC MN C     -   252,285.858   769,732.403   MT  0.99992220   -0 17 04.5
 DI4586;SPC MN C     -   827,707.85  2,525,363.73   sFT  0.99992220   -0 17 04.5
 DI4586;UTM  15      - 5,136,411.038   373,598.685   MT  0.99979640   -1 11 22.7
 DI4586
 DI4586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4586!SPC MN C     -   0.99994401  x   0.99992220  =   0.99986622
 DI4586!UTM  15      -   0.99994401  x   0.99979640  =   0.99974043
 DI4586
 DI4586:                Primary Azimuth Mark                     Grid Az
 DI4586:SPC MN C     -  1109 E                                   181 32 35.9
 DI4586:UTM  15      -  1109 E                                   182 26 54.1
 DI4586
 DI4586|---------------------------------------------------------------------|
 DI4586| PID    Reference Object                     Distance      Geod. Az  |
 DI4586|                                                           dddmmss.s |
 DI4586| DI4587 1109 E                              APPROX. 1.2 KM 1811531.4 |
 DI4586|---------------------------------------------------------------------|
 DI4586
 DI4586                          SUPERSEDED SURVEY CONTROL
 DI4586
 DI4586  NAD 83(1996)-  46 22 10.06911(N)    094 38 36.21544(W) AD(       ) 1
 DI4586  ELLIP H (03/21/07)  357.184  (m)                       GP(       ) 3 2
 DI4586  NAVD 88 (03/21/07)  384.29   (m)         1260.8    (f) LEVELING    3  
 DI4586
 DI4586.Superseded values are not recommended for survey control.
 DI4586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4586.See file dsdata.txt to determine how the superseded data were derived.
 DI4586
 DI4586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7359836411(NAD 83)
 DI4586
 DI4586_MARKER: DD = SURVEY DISK
 DI4586_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4586_STAMPING: 1109 F 2005
 DI4586_MARK LOGO: MNDT  
 DI4586_PROJECTION: RECESSED 8 CENTIMETERS
 DI4586_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4586+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DI4586_ROD/PIPE-DEPTH:  7.6 meters
 DI4586
 DI4586  HISTORY     - Date     Condition        Report By
 DI4586  HISTORY     - 2005     MONUMENTED       MNDT
 DI4586  HISTORY     - 20060612 GOOD             MNDT
 DI4586  HISTORY     - 20101201 GOOD             MNDT
 DI4586
 DI4586                          STATION DESCRIPTION
 DI4586
 DI4586'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4586'1.85 MILES NORTH OF MOTLEY, 1.75 MILES NORTH ALONG TRUNK HIGHWAY 64
 DI4586'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY,
 DI4586'AT TRUNK HIGHWAY 64 MILEPOINT 1.85, 56.4 FEET EAST OF TRUNK HIGHWAY
 DI4586'64, 0.05 MILE SOUTH OF COUNTY ROAD 33, 19 FEET NORTH OF FIELD
 DI4586'ENTRANCE, 1.2 FEET WEST OF WITNESS POST.
 DI4586
 DI4586                          STATION RECOVERY (2006)
 DI4586
 DI4586'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4586'RECOVERED AS DESCRIBED.
 DI4586
 DI4586                          STATION RECOVERY (2010)
 DI4586
 DI4586'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4586'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8957 ***********************************************************************
 DI8957  DESIGNATION -  1109 G
 DI8957  PID         -  DI8957
 DI8957  STATE/COUNTY-  MN/CASS
 DI8957  COUNTRY     -  US
 DI8957  USGS QUAD   -  MOTLEY NW (1966)
 DI8957
 DI8957                         *CURRENT SURVEY CONTROL
 DI8957  ______________________________________________________________________
 DI8957* NAD 83(1986) POSITION- 46 23 02.4    (N) 094 38 36.4    (W)   HD_HELD2  
 DI8957* NAVD 88 ORTHO HEIGHT -   382.157  (meters)    1253.79  (feet) ADJUSTED  
 DI8957  ______________________________________________________________________
 DI8957  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DI8957  DYNAMIC HEIGHT  -        382.167 (meters)     1253.83  (feet) COMP
 DI8957  MODELED GRAVITY -    980,628.3   (mgal)                       NAVD 88
 DI8957
 DI8957  VERT ORDER      -  SECOND    CLASS I
 DI8957
 DI8957.The horizontal coordinates were established by autonomous hand held GPS
 DI8957.observations and have an estimated accuracy of +/- 10 meters.
 DI8957.
 DI8957.The orthometric height was determined by differential leveling and
 DI8957.adjusted in January 2008.
 DI8957
 DI8957.No vertical observational check was made to the station.
 DI8957
 DI8957.Photographs are available for this station.
 DI8957
 DI8957.The dynamic height is computed by dividing the NAVD 88
 DI8957.geopotential number by the normal gravity value computed on the
 DI8957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8957.degrees latitude (g = 980.6199 gals.).
 DI8957
 DI8957.The modeled gravity was interpolated from observed gravity values.
 DI8957
 DI8957;                    North         East    Units  Estimated Accuracy
 DI8957;SPC MN C     -   253,902.      769,736.      MT  (+/- 10 meters HH2 GPS)
 DI8957
 DI8957                          SUPERSEDED SURVEY CONTROL
 DI8957
 DI8957.No superseded survey control is available for this station.
 DI8957
 DI8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7362838026(NAD 83)
 DI8957
 DI8957_MARKER: DD = SURVEY DISK
 DI8957_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8957_STAMPING: 1109 G 2005
 DI8957_MARK LOGO: MNDT  
 DI8957_PROJECTION: FLUSH
 DI8957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8957+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DI8957_ROD/PIPE-DEPTH:  7.6 meters
 DI8957_SLEEVE-DEPTH  :  0.9 meters
 DI8957
 DI8957  HISTORY     - Date     Condition        Report By
 DI8957  HISTORY     - 2005     MONUMENTED       MNDT
 DI8957  HISTORY     - 20101201 GOOD             MNDT
 DI8957
 DI8957                          STATION DESCRIPTION
 DI8957
 DI8957'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI8957'THE MARK IS 3.0 MILES (4.8 KM) NORTH OF MOTLEY, 2.9 MILES (4.7 KM)
 DI8957'NORTH ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DI8957'TRUNK HIGHWAY 210 IN MOTLEY, AT TRUNK HIGHWAY 64 MILE POINT 2.9,
 DI8957' 
 DI8957'68.8 FEET (21.0 M) EAST OF TRUNK HIGHWAY 64, 13.2 FEET (4.0 M) NORTH
 DI8957'OF A FIELD ENTRANCE WITH GREEN GATE, 1.3 FEET (0.4 M) WEST OF A
 DI8957'WITNESS POST.
 DI8957
 DI8957                          STATION RECOVERY (2010)
 DI8957
 DI8957'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI8957'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4584 ***********************************************************************
 DI4584  DESIGNATION -  1109 H
 DI4584  PID         -  DI4584
 DI4584  STATE/COUNTY-  MN/CASS
 DI4584  COUNTRY     -  US
 DI4584  USGS QUAD   -  MOTLEY NW (1966)
 DI4584
 DI4584                         *CURRENT SURVEY CONTROL
 DI4584  ______________________________________________________________________
 DI4584* NAD 83(2007) POSITION- 46 23 53.39437(N) 094 38 47.93874(W)   ADJUSTED  
 DI4584* NAD 83(2007) ELLIP HT-   369.430 (meters)        (07/18/11)   ADJUSTED
 DI4584* NAD 83(2007) EPOCH   -  2002.00
 DI4584* NAVD 88 ORTHO HEIGHT -   396.556  (meters)    1301.03  (feet) ADJUSTED  
 DI4584  ______________________________________________________________________
 DI4584  NAD 83(2007) X  -   -356,983.282 (meters)                     COMP
 DI4584  NAD 83(2007) Y  - -4,392,148.187 (meters)                     COMP
 DI4584  NAD 83(2007) Z  -  4,596,148.471 (meters)                     COMP
 DI4584  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC09
 DI4584  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DI4584  DYNAMIC HEIGHT  -        396.567 (meters)     1301.07  (feet) COMP
 DI4584  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 DI4584
 DI4584  HORZ ORDER      -  FIRST
 DI4584  VERT ORDER      -  SECOND    CLASS I
 DI4584  ELLP ORDER      -  FOURTH    CLASS I
 DI4584
 DI4584.The horizontal coordinates were established by GPS observations
 DI4584.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DI4584
 DI4584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4584.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4584
 DI4584.The horizontal coordinates are valid at the epoch date displayed above
 DI4584.which is a decimal equivalence of Year/Month/Day.
 DI4584
 DI4584.The orthometric height was determined by differential leveling and
 DI4584.adjusted in January 2008.
 DI4584
 DI4584.No vertical observational check was made to the station.
 DI4584
 DI4584.Photographs are available for this station.
 DI4584
 DI4584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4584
 DI4584.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4584
 DI4584.The ellipsoidal height was determined by GPS observations
 DI4584.and is referenced to NAD 83.
 DI4584
 DI4584.The dynamic height is computed by dividing the NAVD 88
 DI4584.geopotential number by the normal gravity value computed on the
 DI4584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4584.degrees latitude (g = 980.6199 gals.).
 DI4584
 DI4584.The modeled gravity was interpolated from observed gravity values.
 DI4584
 DI4584. The following values were computed from the NAD 83(2007) position.
 DI4584
 DI4584;                    North         East     Units Scale Factor Converg.
 DI4584;SPC MN C     -   255,477.232   769,497.835   MT  0.99992263   -0 17 13.0
 DI4584;SPC MN C     -   838,178.22  2,524,594.15   sFT  0.99992263   -0 17 13.0
 DI4584;UTM  15      - 5,139,605.318   373,414.596   MT  0.99979697   -1 11 33.3
 DI4584
 DI4584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4584!SPC MN C     -   0.99994209  x   0.99992263  =   0.99986473
 DI4584!UTM  15      -   0.99994209  x   0.99979697  =   0.99973907
 DI4584
 DI4584                          SUPERSEDED SURVEY CONTROL
 DI4584
 DI4584  NAD 83(2007)-  46 23 53.39404(N)    094 38 47.93852(W) AD(2002.00) 1
 DI4584  ELLIP H (06/22/11)  369.438  (m)                       GP(2002.00) 3 2
 DI4584  NAD 83(1996)-  46 23 53.39378(N)    094 38 47.93823(W) AD(       ) 1
 DI4584  ELLIP H (03/21/07)  369.461  (m)                       GP(       ) 3 2
 DI4584  NAVD 88 (03/21/07)  396.56   (m)         1301.0    (f) LEVELING    3  
 DI4584
 DI4584.Superseded values are not recommended for survey control.
 DI4584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4584.See file dsdata.txt to determine how the superseded data were derived.
 DI4584
 DI4584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7341439605(NAD 83)
 DI4584
 DI4584_MARKER: DD = SURVEY DISK
 DI4584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4584_STAMPING: 1109 H 2005
 DI4584_MARK LOGO: MNDT  
 DI4584_PROJECTION: FLUSH
 DI4584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4584+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2012
 DI4584_ROD/PIPE-DEPTH: 13.1 meters
 DI4584
 DI4584  HISTORY     - Date     Condition        Report By
 DI4584  HISTORY     - 20050920 MONUMENTED       MNDT
 DI4584  HISTORY     - 20060612 GOOD             MNDT
 DI4584  HISTORY     - 20101201 GOOD             MNDT
 DI4584  HISTORY     - 20101201 GOOD             MNDT
 DI4584  HISTORY     - 20120429 GOOD             WOOLPT
 DI4584
 DI4584                          STATION DESCRIPTION
 DI4584
 DI4584'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4584'4 MILES NORTH OF MOTLEY, 3.9 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM
 DI4584'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY, AT
 DI4584'TRUNK HIGHWAY 64 MILEPOINT 3.9, 74.7 FEET EAST OF TRUNK HIGHWAY 64,
 DI4584'70.0 FEET SOUTH OF COUNTY ROAD 34, 1.3 FEET WEST OF WITNESS POST.
 DI4584
 DI4584                          STATION RECOVERY (2006)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4584'RECOVERED AS DESCRIBED.
 DI4584
 DI4584                          STATION RECOVERY (2010)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4584'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI4584'THE MARK IS 4.0 MILES NORTH OF MOTLEY, 3.9 MILES NORTH ALONG TRUNK
 DI4584'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210
 DI4584'IN MOTLEY, AT TRUNK HIGHWAY 64 MILEPOINT 3.9, 74.7 FEET EAST OF TRUNK
 DI4584'HIGHWAY 64, 70.0 FEET SOUTH OF COUNTY ROAD 34, 1.3 FEET WEST OF
 DI4584'WITNESS POST.
 DI4584
 DI4584                          STATION RECOVERY (2010)
 DI4584
 DI4584'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI4584'RECOVERED AS DESCRIBED.
 DI4584
 DI4584                          STATION RECOVERY (2012)
 DI4584
 DI4584'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DI4584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4585 ***********************************************************************
 DI4585  DESIGNATION -  1109 H 1
 DI4585  PID         -  DI4585
 DI4585  STATE/COUNTY-  MN/CASS
 DI4585  COUNTRY     -  US
 DI4585  USGS QUAD   -  MOTLEY NW (1966)
 DI4585
 DI4585                         *CURRENT SURVEY CONTROL
 DI4585  ______________________________________________________________________
 DI4585* NAD 83(2007) POSITION- 46 23 55.06839(N) 094 37 35.70800(W)   ADJUSTED  
 DI4585* NAD 83(2007) ELLIP HT-   353.181 (meters)        (06/22/11)   ADJUSTED
 DI4585* NAD 83(2007) EPOCH   -  2002.00
 DI4585* NAVD 88 ORTHO HEIGHT -   380.314  (meters)    1247.75  (feet) ADJUSTED  
 DI4585  ______________________________________________________________________
 DI4585  NAD 83(2007) X  -   -355,441.274 (meters)                     COMP
 DI4585  NAD 83(2007) Y  - -4,392,224.447 (meters)                     COMP
 DI4585  NAD 83(2007) Z  -  4,596,172.353 (meters)                     COMP
 DI4585  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC09
 DI4585  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DI4585  DYNAMIC HEIGHT  -        380.324 (meters)     1247.78  (feet) COMP
 DI4585  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 DI4585
 DI4585  HORZ ORDER      -  FIRST
 DI4585  VERT ORDER      -  SECOND    CLASS I
 DI4585  ELLP ORDER      -  THIRD     CLASS II
 DI4585
 DI4585.The horizontal coordinates were established by GPS observations
 DI4585.and adjusted by the National Geodetic Survey in June 2011.
 DI4585
 DI4585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4585.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4585
 DI4585.The horizontal coordinates are valid at the epoch date displayed above
 DI4585.which is a decimal equivalence of Year/Month/Day.
 DI4585
 DI4585.The orthometric height was determined by differential leveling and
 DI4585.adjusted in January 2008.
 DI4585
 DI4585.No vertical observational check was made to the station.
 DI4585
 DI4585.Photographs are available for this station.
 DI4585
 DI4585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4585
 DI4585.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4585
 DI4585.The ellipsoidal height was determined by GPS observations
 DI4585.and is referenced to NAD 83.
 DI4585
 DI4585.The dynamic height is computed by dividing the NAVD 88
 DI4585.geopotential number by the normal gravity value computed on the
 DI4585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4585.degrees latitude (g = 980.6199 gals.).
 DI4585
 DI4585.The modeled gravity was interpolated from observed gravity values.
 DI4585
 DI4585. The following values were computed from the NAD 83(2007) position.
 DI4585
 DI4585;                    North         East     Units Scale Factor Converg.
 DI4585;SPC MN C     -   255,521.385   771,040.988   MT  0.99992264   -0 16 20.7
 DI4585;SPC MN C     -   838,323.08  2,529,656.97   sFT  0.99992264   -0 16 20.7
 DI4585;UTM  15      - 5,139,625.073   374,958.057   MT  0.99979220   -1 10 41.0
 DI4585
 DI4585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4585!SPC MN C     -   0.99994464  x   0.99992264  =   0.99986728
 DI4585!UTM  15      -   0.99994464  x   0.99979220  =   0.99973685
 DI4585
 DI4585                          SUPERSEDED SURVEY CONTROL
 DI4585
 DI4585  NAD 83(1996)-  46 23 55.06812(N)    094 37 35.70766(W) AD(       ) 1
 DI4585  ELLIP H (03/21/07)  353.202  (m)                       GP(       ) 3 2
 DI4585  NAVD 88 (03/21/07)  380.32   (m)         1247.8    (f) LEVELING    3  
 DI4585
 DI4585.Superseded values are not recommended for survey control.
 DI4585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4585.See file dsdata.txt to determine how the superseded data were derived.
 DI4585
 DI4585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7495839625(NAD 83)
 DI4585
 DI4585_MARKER: DD = SURVEY DISK
 DI4585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4585_STAMPING: 1109 H 1 2005
 DI4585_MARK LOGO: MNDT  
 DI4585_PROJECTION: FLUSH
 DI4585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4585+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DI4585_ROD/PIPE-DEPTH:  3.0 meters
 DI4585
 DI4585  HISTORY     - Date     Condition        Report By
 DI4585  HISTORY     - 2005     MONUMENTED       MNDT
 DI4585  HISTORY     - 20060612 GOOD             MNDT
 DI4585
 DI4585                          STATION DESCRIPTION
 DI4585
 DI4585'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4585'4.1 MILES NORTH OF MOTLEY, 4.0 MILES NORTH ALONG TRUNK HIGHWAY 64 FROM
 DI4585'THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 210 IN MOTLEY, TO
 DI4585'TRUNK HIGHWAY 64 MILEPOINT 3.9, THEN 1.0 MILE EAST ON COUNTY ROAD 34,
 DI4585'55.9 FEET NORTH OF COUNTY ROAD 34, 28.8 FEET SOUTH EAST OF POWER POLE,
 DI4585'16.6 FEET WEST OF ENTRANCE, 1.2 FEET SOUTH OF WITNESS POST.
 DI4585
 DI4585                          STATION RECOVERY (2006)
 DI4585
 DI4585'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DI4585'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9881 ***********************************************************************
 DM9881  DESIGNATION -  1109 J
 DM9881  PID         -  DM9881
 DM9881  STATE/COUNTY-  MN/CASS
 DM9881  COUNTRY     -  US
 DM9881  USGS QUAD   -  SPIDER LAKE (1970)
 DM9881
 DM9881                         *CURRENT SURVEY CONTROL
 DM9881  ______________________________________________________________________
 DM9881* NAD 83(2007) POSITION- 46 41 10.44734(N) 094 42 07.27144(W)   ADJUSTED  
 DM9881* NAD 83(2007) ELLIP HT-   397.928 (meters)        (07/18/11)   ADJUSTED
 DM9881* NAD 83(2007) EPOCH   -  2002.00
 DM9881* NAVD 88 ORTHO HEIGHT -   425.48   (meters)    1395.9   (feet) LEVELING  
 DM9881  ______________________________________________________________________
 DM9881  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DM9881  NAD 83(2007) X  -   -359,323.711 (meters)                     COMP
 DM9881  NAD 83(2007) Y  - -4,368,653.057 (meters)                     COMP
 DM9881  NAD 83(2007) Z  -  4,618,196.139 (meters)                     COMP
 DM9881  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC09
 DM9881  HORZ ORDER      -  FIRST
 DM9881  VERT ORDER      -  THIRD ?
 DM9881  ELLP ORDER      -  FOURTH    CLASS I
 DM9881
 DM9881.The horizontal coordinates were established by GPS observations
 DM9881.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9881
 DM9881.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9881.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9881
 DM9881.The horizontal coordinates are valid at the epoch date displayed above
 DM9881.which is a decimal equivalence of Year/Month/Day.
 DM9881
 DM9881.The orthometric height was determined by differential leveling.
 DM9881.The vertical network tie was performed by a horz. field party for horz.
 DM9881.obs reductions. Reset procedures were used to establish the elevation.
 DM9881
 DM9881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9881
 DM9881.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9881
 DM9881.The ellipsoidal height was determined by GPS observations
 DM9881.and is referenced to NAD 83.
 DM9881
 DM9881. The following values were computed from the NAD 83(2007) position.
 DM9881
 DM9881;                    North         East     Units Scale Factor Converg.
 DM9881;SPC MN C     -   287,519.708   765,422.675   MT  0.99994080   -0 19 37.1
 DM9881;SPC MN C     -   943,304.24  2,511,224.23   sFT  0.99994080   -0 19 37.1
 DM9881;UTM  15      - 5,171,704.308   369,848.506   MT  0.99980821   -1 14 18.9
 DM9881
 DM9881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9881!SPC MN C     -   0.99993763  x   0.99994080  =   0.99987843
 DM9881!UTM  15      -   0.99993763  x   0.99980821  =   0.99974585
 DM9881
 DM9881:                Primary Azimuth Mark                     Grid Az
 DM9881:SPC MN C     -  1109 K                                   180 27 42.1
 DM9881:UTM  15      -  1109 K                                   181 22 23.9
 DM9881
 DM9881|---------------------------------------------------------------------|
 DM9881| PID    Reference Object                     Distance      Geod. Az  |
 DM9881|                                                           dddmmss.s |
 DM9881| DM9882 1109 K                              APPROX. 1.4 KM 1800805.0 |
 DM9881|---------------------------------------------------------------------|
 DM9881
 DM9881                          SUPERSEDED SURVEY CONTROL
 DM9881
 DM9881.No superseded survey control is available for this station.
 DM9881
 DM9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6984871704(NAD 83)
 DM9881
 DM9881_MARKER: F = FLANGE-ENCASED ROD
 DM9881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9881_STAMPING: 1109 J 2010
 DM9881_MARK LOGO: MNDT  
 DM9881_PROJECTION: RECESSED 8 CENTIMETERS
 DM9881_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9881+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DM9881_ROD/PIPE-DEPTH:  7.3 meters
 DM9881
 DM9881  HISTORY     - Date     Condition        Report By
 DM9881  HISTORY     - 20101215 MONUMENTED       MNDT
 DM9881  HISTORY     - 20101215 GOOD             MNDT
 DM9881
 DM9881                          STATION DESCRIPTION
 DM9881
 DM9881'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9881'THE MARK IS 11.0 MILES NORTH OF LEADER, 12.8 MILES NORTH ALONG TRUNK
 DM9881'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9881'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 25.70, 50.0 FEET EAST OF
 DM9881'TRUNK HIGHWAY 64, 15.0 FEET SOUTH OF FIELD ENTRANCE, 2.0 FEET NORTH OF
 DM9881'WITNESS POST.
 DM9881
 DM9881                          STATION RECOVERY (2010)
 DM9881
 DM9881'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM9881'RECOVERED AS DESCRIBED.
 DM9881' 
 DM9881'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9881'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9881'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9881'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9882 ***********************************************************************
 DM9882  DESIGNATION -  1109 K
 DM9882  PID         -  DM9882
 DM9882  STATE/COUNTY-  MN/CASS
 DM9882  COUNTRY     -  US
 DM9882  USGS QUAD   -  SPIDER LAKE (1970)
 DM9882
 DM9882                         *CURRENT SURVEY CONTROL
 DM9882  ______________________________________________________________________
 DM9882* NAD 83(2007) POSITION- 46 40 24.35381(N) 094 42 07.42889(W)   ADJUSTED  
 DM9882* NAD 83(2007) ELLIP HT-   399.936 (meters)        (07/18/11)   ADJUSTED
 DM9882* NAD 83(2007) EPOCH   -  2002.00
 DM9882* NAVD 88 ORTHO HEIGHT -   427.46   (meters)    1402.4   (feet) LEVELING  
 DM9882  ______________________________________________________________________
 DM9882  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DM9882  NAD 83(2007) X  -   -359,412.049 (meters)                     COMP
 DM9882  NAD 83(2007) Y  - -4,369,686.249 (meters)                     COMP
 DM9882  NAD 83(2007) Z  -  4,617,221.032 (meters)                     COMP
 DM9882  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC09
 DM9882  HORZ ORDER      -  FIRST
 DM9882  VERT ORDER      -  THIRD ?
 DM9882  ELLP ORDER      -  FOURTH    CLASS I
 DM9882
 DM9882.The horizontal coordinates were established by GPS observations
 DM9882.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9882
 DM9882.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9882.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9882
 DM9882.The horizontal coordinates are valid at the epoch date displayed above
 DM9882.which is a decimal equivalence of Year/Month/Day.
 DM9882
 DM9882.The orthometric height was determined by differential leveling.
 DM9882.The vertical network tie was performed by a horz. field party for horz.
 DM9882.obs reductions. Reset procedures were used to establish the elevation.
 DM9882
 DM9882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9882
 DM9882.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9882
 DM9882.The ellipsoidal height was determined by GPS observations
 DM9882.and is referenced to NAD 83.
 DM9882
 DM9882. The following values were computed from the NAD 83(2007) position.
 DM9882
 DM9882;                    North         East     Units Scale Factor Converg.
 DM9882;SPC MN C     -   286,096.511   765,411.206   MT  0.99993946   -0 19 37.3
 DM9882;SPC MN C     -   938,634.97  2,511,186.60   sFT  0.99993946   -0 19 37.3
 DM9882;UTM  15      - 5,170,281.661   369,814.404   MT  0.99980832   -1 14 18.0
 DM9882
 DM9882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9882!SPC MN C     -   0.99993731  x   0.99993946  =   0.99987678
 DM9882!UTM  15      -   0.99993731  x   0.99980832  =   0.99974564
 DM9882
 DM9882:                Primary Azimuth Mark                     Grid Az
 DM9882:SPC MN C     -  1109 J                                   000 27 42.2
 DM9882:UTM  15      -  1109 J                                   001 22 22.9
 DM9882
 DM9882|---------------------------------------------------------------------|
 DM9882| PID    Reference Object                     Distance      Geod. Az  |
 DM9882|                                                           dddmmss.s |
 DM9882| DM9881 1109 J                              APPROX. 1.4 KM 0000804.9 |
 DM9882|---------------------------------------------------------------------|
 DM9882
 DM9882                          SUPERSEDED SURVEY CONTROL
 DM9882
 DM9882.No superseded survey control is available for this station.
 DM9882
 DM9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6981470281(NAD 83)
 DM9882
 DM9882_MARKER: F = FLANGE-ENCASED ROD
 DM9882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9882_STAMPING: 1109 K 2010
 DM9882_MARK LOGO: MNDT  
 DM9882_PROJECTION: RECESSED 8 CENTIMETERS
 DM9882_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9882+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DM9882_ROD/PIPE-DEPTH:  4.6 meters
 DM9882
 DM9882  HISTORY     - Date     Condition        Report By
 DM9882  HISTORY     - 20101215 MONUMENTED       MNDT
 DM9882  HISTORY     - 20101215 GOOD             MNDT
 DM9882
 DM9882                          STATION DESCRIPTION
 DM9882
 DM9882'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9882'THE MARK IS 10.0 MILES NORTH OF LEADER, 11.9 MILES NORTH ALONG TRUNK
 DM9882'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9882'IN LEADER AT TRUNK HIGHWAY 64 MILEPOINT 24.80, 56.1 FEET EAST OF TRUNK
 DM9882'HIGHWAY 64, 54.0 FEET NORTH OF 36TH STREET SOUTHWEST, 2.0 FEET WEST OF
 DM9882'WITNESS POST.
 DM9882
 DM9882                          STATION RECOVERY (2010)
 DM9882
 DM9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM9882'RECOVERED AS DESCRIBED.
 DM9882' 
 DM9882'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9882'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9882'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9882'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9883 ***********************************************************************
 DM9883  DESIGNATION -  1109 L
 DM9883  PID         -  DM9883
 DM9883  STATE/COUNTY-  MN/CASS
 DM9883  COUNTRY     -  US
 DM9883  USGS QUAD   -  SPIDER LAKE (1970)
 DM9883
 DM9883                         *CURRENT SURVEY CONTROL
 DM9883  ______________________________________________________________________
 DM9883* NAD 83(2007) POSITION- 46 38 22.25154(N) 094 42 09.22842(W)   ADJUSTED  
 DM9883* NAD 83(2007) ELLIP HT-   389.327 (meters)        (07/18/11)   ADJUSTED
 DM9883* NAD 83(2007) EPOCH   -  2002.00
 DM9883* NAVD 88 ORTHO HEIGHT -   416.81   (meters)    1367.5   (feet) LEVELING  
 DM9883  ______________________________________________________________________
 DM9883  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DM9883  NAD 83(2007) X  -   -359,674.388 (meters)                     COMP
 DM9883  NAD 83(2007) Y  - -4,372,408.814 (meters)                     COMP
 DM9883  NAD 83(2007) Z  -  4,614,625.272 (meters)                     COMP
 DM9883  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC09
 DM9883  HORZ ORDER      -  FIRST
 DM9883  VERT ORDER      -  THIRD ?
 DM9883  ELLP ORDER      -  FOURTH    CLASS I
 DM9883
 DM9883.The horizontal coordinates were established by GPS observations
 DM9883.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9883
 DM9883.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9883.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9883
 DM9883.The horizontal coordinates are valid at the epoch date displayed above
 DM9883.which is a decimal equivalence of Year/Month/Day.
 DM9883
 DM9883.The orthometric height was determined by differential leveling.
 DM9883.The vertical network tie was performed by a horz. field party for horz.
 DM9883.obs reductions. Reset procedures were used to establish the elevation.
 DM9883
 DM9883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9883
 DM9883.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9883
 DM9883.The ellipsoidal height was determined by GPS observations
 DM9883.and is referenced to NAD 83.
 DM9883
 DM9883. The following values were computed from the NAD 83(2007) position.
 DM9883
 DM9883;                    North         East     Units Scale Factor Converg.
 DM9883;SPC MN C     -   282,326.639   765,351.418   MT  0.99993613   -0 19 38.6
 DM9883;SPC MN C     -   926,266.65  2,510,990.44   sFT  0.99993613   -0 19 38.6
 DM9883;UTM  15      - 5,166,513.703   369,694.702   MT  0.99980870   -1 14 16.9
 DM9883
 DM9883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9883!SPC MN C     -   0.99993897  x   0.99993613  =   0.99987511
 DM9883!UTM  15      -   0.99993897  x   0.99980870  =   0.99974769
 DM9883
 DM9883:                Primary Azimuth Mark                     Grid Az
 DM9883:SPC MN C     -  1109 M                                   164 09 06.5
 DM9883:UTM  15      -  1109 M                                   165 03 44.8
 DM9883
 DM9883|---------------------------------------------------------------------|
 DM9883| PID    Reference Object                     Distance      Geod. Az  |
 DM9883|                                                           dddmmss.s |
 DM9883| DM9884 1109 M                              APPROX. 1.4 KM 1634927.9 |
 DM9883|---------------------------------------------------------------------|
 DM9883
 DM9883                          SUPERSEDED SURVEY CONTROL
 DM9883
 DM9883.No superseded survey control is available for this station.
 DM9883
 DM9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6969466513(NAD 83)
 DM9883
 DM9883_MARKER: F = FLANGE-ENCASED ROD
 DM9883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9883_STAMPING: 1109 L 2010
 DM9883_MARK LOGO: MNDT  
 DM9883_PROJECTION: RECESSED 5 CENTIMETERS
 DM9883_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9883+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9883_ROD/PIPE-DEPTH: 13.7 meters
 DM9883
 DM9883  HISTORY     - Date     Condition        Report By
 DM9883  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9883  HISTORY     - 20101214 GOOD             MNDT
 DM9883
 DM9883                          STATION DESCRIPTION
 DM9883
 DM9883'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9883'THE MARK IS 7.5 MILES NORTH-NORTHWEST OF LEADER, 9.5 MILES NORTH ALONG
 DM9883'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9883'103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 22.40, 48.2 FEET WEST OF
 DM9883'TRUNK HIGHWAY 64, 11.0 FEET SOUTH OF ENTRANCE, 3.7 FEET NORTH OF
 DM9883'WITNESS POST.
 DM9883
 DM9883                          STATION RECOVERY (2010)
 DM9883
 DM9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM9883'RECOVERED AS DESCRIBED.
 DM9883' 
 DM9883'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9883'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9883'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9883'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9884 ***********************************************************************
 DM9884  DESIGNATION -  1109 M
 DM9884  PID         -  DM9884
 DM9884  STATE/COUNTY-  MN/CASS
 DM9884  COUNTRY     -  US
 DM9884  USGS QUAD   -  SPIDER LAKE (1970)
 DM9884
 DM9884                         *CURRENT SURVEY CONTROL
 DM9884  ______________________________________________________________________
 DM9884* NAD 83(2007) POSITION- 46 37 37.30693(N) 094 41 50.30518(W)   ADJUSTED  
 DM9884* NAD 83(2007) ELLIP HT-   385.074 (meters)        (07/18/11)   ADJUSTED
 DM9884* NAD 83(2007) EPOCH   -  2002.00
 DM9884* NAVD 88 ORTHO HEIGHT -   412.52   (meters)    1353.4   (feet) LEVELING  
 DM9884  ______________________________________________________________________
 DM9884  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DM9884  NAD 83(2007) X  -   -359,355.639 (meters)                     COMP
 DM9884  NAD 83(2007) Y  - -4,373,444.475 (meters)                     COMP
 DM9884  NAD 83(2007) Z  -  4,613,669.143 (meters)                     COMP
 DM9884  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC09
 DM9884  HORZ ORDER      -  FIRST
 DM9884  VERT ORDER      -  THIRD ?
 DM9884  ELLP ORDER      -  FOURTH    CLASS I
 DM9884
 DM9884.The horizontal coordinates were established by GPS observations
 DM9884.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9884
 DM9884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9884.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9884
 DM9884.The horizontal coordinates are valid at the epoch date displayed above
 DM9884.which is a decimal equivalence of Year/Month/Day.
 DM9884
 DM9884.The orthometric height was determined by differential leveling.
 DM9884.The vertical network tie was performed by a horz. field party for horz.
 DM9884.obs reductions. Reset procedures were used to establish the elevation.
 DM9884
 DM9884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9884
 DM9884.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9884
 DM9884.The ellipsoidal height was determined by GPS observations
 DM9884.and is referenced to NAD 83.
 DM9884
 DM9884. The following values were computed from the NAD 83(2007) position.
 DM9884
 DM9884;                    North         East     Units Scale Factor Converg.
 DM9884;SPC MN C     -   280,936.628   765,746.014   MT  0.99993500   -0 19 24.9
 DM9884;SPC MN C     -   921,706.25  2,512,285.05   sFT  0.99993500   -0 19 24.9
 DM9884;UTM  15      - 5,165,117.775   370,067.113   MT  0.99980751   -1 14 02.2
 DM9884
 DM9884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9884!SPC MN C     -   0.99993964  x   0.99993500  =   0.99987464
 DM9884!UTM  15      -   0.99993964  x   0.99980751  =   0.99974716
 DM9884
 DM9884:                Primary Azimuth Mark                     Grid Az
 DM9884:SPC MN C     -  1109 L                                   344 09 06.6
 DM9884:UTM  15      -  1109 L                                   345 03 43.9
 DM9884
 DM9884|---------------------------------------------------------------------|
 DM9884| PID    Reference Object                     Distance      Geod. Az  |
 DM9884|                                                           dddmmss.s |
 DM9884| DM9883 1109 L                              APPROX. 1.4 KM 3434941.7 |
 DM9884|---------------------------------------------------------------------|
 DM9884
 DM9884                          SUPERSEDED SURVEY CONTROL
 DM9884
 DM9884.No superseded survey control is available for this station.
 DM9884
 DM9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7006765117(NAD 83)
 DM9884
 DM9884_MARKER: F = FLANGE-ENCASED ROD
 DM9884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9884_STAMPING: 1109 M 2010
 DM9884_MARK LOGO: MNDT  
 DM9884_PROJECTION: RECESSED 8 CENTIMETERS
 DM9884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9884+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9884_ROD/PIPE-DEPTH: 12.2 meters
 DM9884
 DM9884  HISTORY     - Date     Condition        Report By
 DM9884  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9884  HISTORY     - 20101214 GOOD             MNDT
 DM9884
 DM9884                          STATION DESCRIPTION
 DM9884
 DM9884'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9884'THE MARK IS 7.0 MILES NORTH-NORTHWEST OF LEADER, 8.6 MILES NORTH ALONG
 DM9884'TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9884'103 IN LEADER AT TRUNK HIGHWAY MILEPOINT 21.50, 74.4 FEET NORTHEAST OF
 DM9884'TRUNK HIGHWAY 64, 14.6 FEET NORTHWEST OF ENTRANCE, 2.0 FEET SOUTH OF
 DM9884'WITNESS POST.
 DM9884
 DM9884                          STATION RECOVERY (2010)
 DM9884
 DM9884'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM9884'RECOVERED AS DESCRIBED.
 DM9884' 
 DM9884'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9884'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9884'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9884'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9885 ***********************************************************************
 DM9885  DESIGNATION -  1109 N
 DM9885  PID         -  DM9885
 DM9885  STATE/COUNTY-  MN/CASS
 DM9885  COUNTRY     -  US
 DM9885  USGS QUAD   -  LEADER (1970)
 DM9885
 DM9885                         *CURRENT SURVEY CONTROL
 DM9885  ______________________________________________________________________
 DM9885* NAD 83(2007) POSITION- 46 35 38.13448(N) 094 41 49.41391(W)   ADJUSTED  
 DM9885* NAD 83(2007) ELLIP HT-   386.975 (meters)        (07/18/11)   ADJUSTED
 DM9885* NAD 83(2007) EPOCH   -  2002.00
 DM9885* NAVD 88 ORTHO HEIGHT -   414.36   (meters)    1359.4   (feet) LEVELING  
 DM9885  ______________________________________________________________________
 DM9885  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DM9885  NAD 83(2007) X  -   -359,555.843 (meters)                     COMP
 DM9885  NAD 83(2007) Y  - -4,376,112.685 (meters)                     COMP
 DM9885  NAD 83(2007) Z  -  4,611,142.456 (meters)                     COMP
 DM9885  LAPLACE CORR    -          0.48  (seconds)                    DEFLEC09
 DM9885  HORZ ORDER      -  FIRST
 DM9885  VERT ORDER      -  THIRD ?
 DM9885  ELLP ORDER      -  FOURTH    CLASS I
 DM9885
 DM9885.The horizontal coordinates were established by GPS observations
 DM9885.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9885
 DM9885.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9885.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9885
 DM9885.The horizontal coordinates are valid at the epoch date displayed above
 DM9885.which is a decimal equivalence of Year/Month/Day.
 DM9885
 DM9885.The orthometric height was determined by differential leveling.
 DM9885.The vertical network tie was performed by a horz. field party for horz.
 DM9885.obs reductions. Reset procedures were used to establish the elevation.
 DM9885
 DM9885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9885
 DM9885.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9885
 DM9885.The ellipsoidal height was determined by GPS observations
 DM9885.and is referenced to NAD 83.
 DM9885
 DM9885. The following values were computed from the NAD 83(2007) position.
 DM9885
 DM9885;                    North         East     Units Scale Factor Converg.
 DM9885;SPC MN C     -   277,256.937   765,744.204   MT  0.99993222   -0 19 24.2
 DM9885;SPC MN C     -   909,633.80  2,512,279.11   sFT  0.99993222   -0 19 24.2
 DM9885;UTM  15      - 5,161,439.040   370,006.868   MT  0.99980771   -1 13 59.1
 DM9885
 DM9885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9885!SPC MN C     -   0.99993934  x   0.99993222  =   0.99987157
 DM9885!UTM  15      -   0.99993934  x   0.99980771  =   0.99974706
 DM9885
 DM9885:                Primary Azimuth Mark                     Grid Az
 DM9885:SPC MN C     -  1109 P                                   174 59 45.8
 DM9885:UTM  15      -  1109 P                                   175 54 20.7
 DM9885
 DM9885|---------------------------------------------------------------------|
 DM9885| PID    Reference Object                     Distance      Geod. Az  |
 DM9885|                                                           dddmmss.s |
 DM9885| DM9886 1109 P                              APPROX. 1.6 KM 1744021.6 |
 DM9885|---------------------------------------------------------------------|
 DM9885
 DM9885                          SUPERSEDED SURVEY CONTROL
 DM9885
 DM9885.No superseded survey control is available for this station.
 DM9885
 DM9885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7000661439(NAD 83)
 DM9885
 DM9885_MARKER: F = FLANGE-ENCASED ROD
 DM9885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9885_STAMPING: 1109 N 2010
 DM9885_MARK LOGO: MNDT  
 DM9885_PROJECTION: RECESSED 3 CENTIMETERS
 DM9885_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9885+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9885_ROD/PIPE-DEPTH:  9.4 meters
 DM9885
 DM9885  HISTORY     - Date     Condition        Report By
 DM9885  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9885  HISTORY     - 20101214 GOOD             MNDT
 DM9885
 DM9885                          STATION DESCRIPTION
 DM9885
 DM9885'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9885'THE MARK IS 4.5 MILES NORTHWEST OF LEADER, 6.3 MILES NORTH ALONG TRUNK
 DM9885'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9885'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 19.20, 52.5 FEET WEST OF
 DM9885'TRUNK HIGHWAY 64, 14.8 FEET SOUTH OF DRIVEWAY NUMBER 5795, 17.4 FEET
 DM9885'EAST OF POWER POLE, 2.2 FEET NORTH OF WITNESS POST.
 DM9885
 DM9885                          STATION RECOVERY (2010)
 DM9885
 DM9885'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9885'RECOVERED AS DESCRIBED.
 DM9885' 
 DM9885'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9885'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9885'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9885'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9886 ***********************************************************************
 DM9886  DESIGNATION -  1109 P
 DM9886  PID         -  DM9886
 DM9886  STATE/COUNTY-  MN/CASS
 DM9886  COUNTRY     -  US
 DM9886  USGS QUAD   -  LEADER (1970)
 DM9886
 DM9886                         *CURRENT SURVEY CONTROL
 DM9886  ______________________________________________________________________
 DM9886* NAD 83(2007) POSITION- 46 34 46.67083(N) 094 41 42.45428(W)   ADJUSTED  
 DM9886* NAD 83(2007) ELLIP HT-   386.176 (meters)        (07/18/11)   ADJUSTED
 DM9886* NAD 83(2007) EPOCH   -  2002.00
 DM9886* NAVD 88 ORTHO HEIGHT -   413.52   (meters)    1356.7   (feet) LEVELING  
 DM9886  ______________________________________________________________________
 DM9886  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DM9886  NAD 83(2007) X  -   -359,502.637 (meters)                     COMP
 DM9886  NAD 83(2007) Y  - -4,377,274.828 (meters)                     COMP
 DM9886  NAD 83(2007) Z  -  4,610,049.676 (meters)                     COMP
 DM9886  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC09
 DM9886  HORZ ORDER      -  FIRST
 DM9886  VERT ORDER      -  THIRD ?
 DM9886  ELLP ORDER      -  FOURTH    CLASS I
 DM9886
 DM9886.The horizontal coordinates were established by GPS observations
 DM9886.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9886
 DM9886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9886.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9886
 DM9886.The horizontal coordinates are valid at the epoch date displayed above
 DM9886.which is a decimal equivalence of Year/Month/Day.
 DM9886
 DM9886.The orthometric height was determined by differential leveling.
 DM9886.The vertical network tie was performed by a horz. field party for horz.
 DM9886.obs reductions. Reset procedures were used to establish the elevation.
 DM9886
 DM9886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9886
 DM9886.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9886
 DM9886.The ellipsoidal height was determined by GPS observations
 DM9886.and is referenced to NAD 83.
 DM9886
 DM9886. The following values were computed from the NAD 83(2007) position.
 DM9886
 DM9886;                    North         East     Units Scale Factor Converg.
 DM9886;SPC MN C     -   275,667.113   765,883.406   MT  0.99993113   -0 19 19.2
 DM9886;SPC MN C     -   904,417.85  2,512,735.81   sFT  0.99993113   -0 19 19.2
 DM9886;UTM  15      - 5,159,847.405   370,120.801   MT  0.99980734   -1 13 53.0
 DM9886
 DM9886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9886!SPC MN C     -   0.99993947  x   0.99993113  =   0.99987060
 DM9886!UTM  15      -   0.99993947  x   0.99980734  =   0.99974682
 DM9886
 DM9886:                Primary Azimuth Mark                     Grid Az
 DM9886:SPC MN C     -  1109 N                                   354 59 45.8
 DM9886:UTM  15      -  1109 N                                   355 54 19.6
 DM9886
 DM9886|---------------------------------------------------------------------|
 DM9886| PID    Reference Object                     Distance      Geod. Az  |
 DM9886|                                                           dddmmss.s |
 DM9886| DM9885 1109 N                              APPROX. 1.6 KM 3544026.6 |
 DM9886|---------------------------------------------------------------------|
 DM9886
 DM9886                          SUPERSEDED SURVEY CONTROL
 DM9886
 DM9886.No superseded survey control is available for this station.
 DM9886
 DM9886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7012059847(NAD 83)
 DM9886
 DM9886_MARKER: F = FLANGE-ENCASED ROD
 DM9886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9886_STAMPING: 1109 P 2010
 DM9886_MARK LOGO: MNDT  
 DM9886_PROJECTION: RECESSED 5 CENTIMETERS
 DM9886_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9886+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9886_ROD/PIPE-DEPTH: 10.7 meters
 DM9886
 DM9886  HISTORY     - Date     Condition        Report By
 DM9886  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9886  HISTORY     - 20101214 GOOD             MNDT
 DM9886
 DM9886                          STATION DESCRIPTION
 DM9886
 DM9886'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9886'THE MARK IS 4.5 MILES NORTHWEST OF LEADER, 5.3 MILES NORTH ALONG TRUNK
 DM9886'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9886'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 18.20, THEN 0.1 MILE EAST OF
 DM9886'COUNTY ROAD 24, 54.1 FEET NORTH OF COUNTY ROAD 24 (62ND STREET
 DM9886'SOUTHWEST), 74.0 FEET EAST OF ENTRANCE, 1.4 FEET SOUTH OF WITNESS
 DM9886'POST.
 DM9886
 DM9886                          STATION RECOVERY (2010)
 DM9886
 DM9886'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9886'RECOVERED AS DESCRIBED.
 DM9886' 
 DM9886'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9886'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9886'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9886'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9887 ***********************************************************************
 DM9887  DESIGNATION -  1109 Q
 DM9887  PID         -  DM9887
 DM9887  STATE/COUNTY-  MN/CASS
 DM9887  COUNTRY     -  US
 DM9887  USGS QUAD   -  LEADER (1970)
 DM9887
 DM9887                         *CURRENT SURVEY CONTROL
 DM9887  ______________________________________________________________________
 DM9887* NAD 83(2007) POSITION- 46 32 54.16072(N) 094 41 50.32779(W)   ADJUSTED  
 DM9887* NAD 83(2007) ELLIP HT-   378.965 (meters)        (07/18/11)   ADJUSTED
 DM9887* NAD 83(2007) EPOCH   -  2002.00
 DM9887* NAVD 88 ORTHO HEIGHT -   406.26   (meters)    1332.9   (feet) LEVELING  
 DM9887  ______________________________________________________________________
 DM9887  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DM9887  NAD 83(2007) X  -   -359,875.922 (meters)                     COMP
 DM9887  NAD 83(2007) Y  - -4,379,770.557 (meters)                     COMP
 DM9887  NAD 83(2007) Z  -  4,607,655.676 (meters)                     COMP
 DM9887  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC09
 DM9887  HORZ ORDER      -  FIRST
 DM9887  VERT ORDER      -  THIRD ?
 DM9887  ELLP ORDER      -  FOURTH    CLASS I
 DM9887
 DM9887.The horizontal coordinates were established by GPS observations
 DM9887.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9887
 DM9887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9887.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9887
 DM9887.The horizontal coordinates are valid at the epoch date displayed above
 DM9887.which is a decimal equivalence of Year/Month/Day.
 DM9887
 DM9887.The orthometric height was determined by differential leveling.
 DM9887.The vertical network tie was performed by a horz. field party for horz.
 DM9887.obs reductions. Reset procedures were used to establish the elevation.
 DM9887
 DM9887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9887
 DM9887.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9887
 DM9887.The ellipsoidal height was determined by GPS observations
 DM9887.and is referenced to NAD 83.
 DM9887
 DM9887. The following values were computed from the NAD 83(2007) position.
 DM9887
 DM9887;                    North         East     Units Scale Factor Converg.
 DM9887;SPC MN C     -   272,194.221   765,696.160   MT  0.99992895   -0 19 24.9
 DM9887;SPC MN C     -   893,023.87  2,512,121.48   sFT  0.99992895   -0 19 24.9
 DM9887;UTM  15      - 5,156,378.345   369,878.509   MT  0.99980812   -1 13 56.4
 DM9887
 DM9887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9887!SPC MN C     -   0.99994060  x   0.99992895  =   0.99986955
 DM9887!UTM  15      -   0.99994060  x   0.99980812  =   0.99974873
 DM9887
 DM9887                          SUPERSEDED SURVEY CONTROL
 DM9887
 DM9887.No superseded survey control is available for this station.
 DM9887
 DM9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6987856378(NAD 83)
 DM9887
 DM9887_MARKER: F = FLANGE-ENCASED ROD
 DM9887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9887_STAMPING: 1109 Q 2010
 DM9887_MARK LOGO: MNDT  
 DM9887_PROJECTION: RECESSED 5 CENTIMETERS
 DM9887_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9887+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9887_ROD/PIPE-DEPTH: 100. meters
 DM9887
 DM9887  HISTORY     - Date     Condition        Report By
 DM9887  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9887  HISTORY     - 20101214 GOOD             MNDT
 DM9887
 DM9887                          STATION DESCRIPTION
 DM9887
 DM9887'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9887'THE MARK IS 2.5 MILES NORTHWEST OF LEADER, 3.1 MILES NORTH AND WEST
 DM9887'ALONG TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY
 DM9887'ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 16.0, 72.8 FEET
 DM9887'SOUTH OF FIELD ROAD, 59.1 FEET WEST OF TRUNK HIGHWAY 64, 2.1 FEET
 DM9887'SOUTH OF WITNESS POST.
 DM9887
 DM9887                          STATION RECOVERY (2010)
 DM9887
 DM9887'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9887'RECOVERED AS DESCRIBED.
 DM9887' 
 DM9887'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9887'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9887'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9887'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9888 ***********************************************************************
 DM9888  DESIGNATION -  1109 R
 DM9888  PID         -  DM9888
 DM9888  STATE/COUNTY-  MN/CASS
 DM9888  COUNTRY     -  US
 DM9888  USGS QUAD   -  LEADER (1970)
 DM9888
 DM9888                         *CURRENT SURVEY CONTROL
 DM9888  ______________________________________________________________________
 DM9888* NAD 83(2007) POSITION- 46 32 35.62612(N) 094 40 42.22207(W)   ADJUSTED  
 DM9888* NAD 83(2007) ELLIP HT-   384.025 (meters)        (07/18/11)   ADJUSTED
 DM9888* NAD 83(2007) EPOCH   -  2002.00
 DM9888* NAVD 88 ORTHO HEIGHT -   411.31   (meters)    1349.4   (feet) LEVELING  
 DM9888  ______________________________________________________________________
 DM9888  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DM9888  NAD 83(2007) X  -   -358,463.936 (meters)                     COMP
 DM9888  NAD 83(2007) Y  - -4,380,306.712 (meters)                     COMP
 DM9888  NAD 83(2007) Z  -  4,607,265.701 (meters)                     COMP
 DM9888  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC09
 DM9888  HORZ ORDER      -  FIRST
 DM9888  VERT ORDER      -  THIRD ?
 DM9888  ELLP ORDER      -  FOURTH    CLASS I
 DM9888
 DM9888.The horizontal coordinates were established by GPS observations
 DM9888.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9888
 DM9888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9888.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9888
 DM9888.The horizontal coordinates are valid at the epoch date displayed above
 DM9888.which is a decimal equivalence of Year/Month/Day.
 DM9888
 DM9888.The orthometric height was determined by differential leveling.
 DM9888.The vertical network tie was performed by a horz. field party for horz.
 DM9888.obs reductions. Reset procedures were used to establish the elevation.
 DM9888
 DM9888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9888
 DM9888.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9888
 DM9888.The ellipsoidal height was determined by GPS observations
 DM9888.and is referenced to NAD 83.
 DM9888
 DM9888. The following values were computed from the NAD 83(2007) position.
 DM9888
 DM9888;                    North         East     Units Scale Factor Converg.
 DM9888;SPC MN C     -   271,613.932   767,143.865   MT  0.99992862   -0 18 35.6
 DM9888;SPC MN C     -   891,120.04  2,516,871.16   sFT  0.99992862   -0 18 35.6
 DM9888;UTM  15      - 5,155,775.244   371,316.652   MT  0.99980355   -1 13 06.6
 DM9888
 DM9888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9888!SPC MN C     -   0.99993980  x   0.99992862  =   0.99986843
 DM9888!UTM  15      -   0.99993980  x   0.99980355  =   0.99974337
 DM9888
 DM9888                          SUPERSEDED SURVEY CONTROL
 DM9888
 DM9888.No superseded survey control is available for this station.
 DM9888
 DM9888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7131655775(NAD 83)
 DM9888
 DM9888_MARKER: F = FLANGE-ENCASED ROD
 DM9888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9888_STAMPING: 1109 R 2010
 DM9888_MARK LOGO: MNDT  
 DM9888_PROJECTION: RECESSED 8 CENTIMETERS
 DM9888_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9888+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9888_ROD/PIPE-DEPTH:  9.1 meters
 DM9888
 DM9888  HISTORY     - Date     Condition        Report By
 DM9888  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9888  HISTORY     - 20101214 GOOD             MNDT
 DM9888
 DM9888                          STATION DESCRIPTION
 DM9888
 DM9888'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9888'THE MARK IS 1.5 MILES NORTHWEST OF LEADER, 2.0 MILES NORTH AND WEST
 DM9888'ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND
 DM9888'COUNTY ROAD 103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 14.95, 50.8
 DM9888'FEET NORTH OF TRUNK HIGHWAY 64, 11.5 FEET WEST OF ENTRANCE, 20.2 FEET
 DM9888'SOUTHEAST OF WEST FENCE CORNER POST AND GATE, 2.0 FEET EAST OF WITNESS
 DM9888'POST.
 DM9888
 DM9888                          STATION RECOVERY (2010)
 DM9888
 DM9888'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9888'RECOVERED AS DESCRIBED.
 DM9888' 
 DM9888'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9888'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9888'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9888'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9889 ***********************************************************************
 DM9889  DESIGNATION -  1109 S
 DM9889  PID         -  DM9889
 DM9889  STATE/COUNTY-  MN/CASS
 DM9889  COUNTRY     -  US
 DM9889  USGS QUAD   -  LEADER (1970)
 DM9889
 DM9889                         *CURRENT SURVEY CONTROL
 DM9889  ______________________________________________________________________
 DM9889* NAD 83(2007) POSITION- 46 31 43.83853(N) 094 39 16.58419(W)   ADJUSTED  
 DM9889* NAD 83(2007) ELLIP HT-   389.061 (meters)        (07/18/11)   ADJUSTED
 DM9889* NAD 83(2007) EPOCH   -  2002.00
 DM9889* NAVD 88 ORTHO HEIGHT -   416.32   (meters)    1365.9   (feet) LEVELING  
 DM9889  ______________________________________________________________________
 DM9889  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DM9889  NAD 83(2007) X  -   -356,739.743 (meters)                     COMP
 DM9889  NAD 83(2007) Y  - -4,381,615.505 (meters)                     COMP
 DM9889  NAD 83(2007) Z  -  4,606,169.263 (meters)                     COMP
 DM9889  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC09
 DM9889  HORZ ORDER      -  FIRST
 DM9889  VERT ORDER      -  THIRD ?
 DM9889  ELLP ORDER      -  FOURTH    CLASS I
 DM9889
 DM9889.The horizontal coordinates were established by GPS observations
 DM9889.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9889
 DM9889.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9889.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9889
 DM9889.The horizontal coordinates are valid at the epoch date displayed above
 DM9889.which is a decimal equivalence of Year/Month/Day.
 DM9889
 DM9889.The orthometric height was determined by differential leveling.
 DM9889.The vertical network tie was performed by a horz. field party for horz.
 DM9889.obs reductions. Reset procedures were used to establish the elevation.
 DM9889
 DM9889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9889
 DM9889.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9889
 DM9889.The ellipsoidal height was determined by GPS observations
 DM9889.and is referenced to NAD 83.
 DM9889
 DM9889. The following values were computed from the NAD 83(2007) position.
 DM9889
 DM9889;                    North         East     Units Scale Factor Converg.
 DM9889;SPC MN C     -   270,005.363   768,960.145   MT  0.99992774   -0 17 33.7
 DM9889;SPC MN C     -   885,842.60  2,522,830.08   sFT  0.99992774   -0 17 33.7
 DM9889;UTM  15      - 5,154,138.290   373,106.973   MT  0.99979792   -1 12 03.4
 DM9889
 DM9889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9889!SPC MN C     -   0.99993902  x   0.99992774  =   0.99986676
 DM9889!UTM  15      -   0.99993902  x   0.99979792  =   0.99973695
 DM9889
 DM9889:                Primary Azimuth Mark                     Grid Az
 DM9889:SPC MN C     -  1109 T                                   181 41 32.2
 DM9889:UTM  15      -  1109 T                                   182 36 01.9
 DM9889
 DM9889|---------------------------------------------------------------------|
 DM9889| PID    Reference Object                     Distance      Geod. Az  |
 DM9889|                                                           dddmmss.s |
 DM9889| DM9890 1109 T                              APPROX. 1.7 KM 1812358.5 |
 DM9889|---------------------------------------------------------------------|
 DM9889
 DM9889                          SUPERSEDED SURVEY CONTROL
 DM9889
 DM9889.No superseded survey control is available for this station.
 DM9889
 DM9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7310654138(NAD 83)
 DM9889
 DM9889_MARKER: F = FLANGE-ENCASED ROD
 DM9889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9889_STAMPING: 1109 S 2010
 DM9889_MARK LOGO: MNDT  
 DM9889_PROJECTION: RECESSED 8 CENTIMETERS
 DM9889_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9889+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9889_ROD/PIPE-DEPTH: 11.9 meters
 DM9889
 DM9889  HISTORY     - Date     Condition        Report By
 DM9889  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9889  HISTORY     - 20101214 GOOD             MNDT
 DM9889
 DM9889                          STATION DESCRIPTION
 DM9889
 DM9889'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9889'THE MARK IS IN LEADER, AT JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD
 DM9889'103 IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 13.0, 58.6 FEET EAST OF
 DM9889'TRUNK HIGHWAY 64, 56.1 FEET NORTH OF COUNTY ROAD 103, 2.0 FEET WEST OF
 DM9889'WITNESS POST.
 DM9889
 DM9889                          STATION RECOVERY (2010)
 DM9889
 DM9889'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9889'RECOVERED AS DESCRIBED.
 DM9889' 
 DM9889'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9889'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9889'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9889'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9890 ***********************************************************************
 DM9890  DESIGNATION -  1109 T
 DM9890  PID         -  DM9890
 DM9890  STATE/COUNTY-  MN/CASS
 DM9890  COUNTRY     -  US
 DM9890  USGS QUAD   -  LEADER (1970)
 DM9890
 DM9890                         *CURRENT SURVEY CONTROL
 DM9890  ______________________________________________________________________
 DM9890* NAD 83(2007) POSITION- 46 30 49.67477(N) 094 39 18.50104(W)   ADJUSTED  
 DM9890* NAD 83(2007) ELLIP HT-   385.548 (meters)        (07/18/11)   ADJUSTED
 DM9890* NAD 83(2007) EPOCH   -  2002.00
 DM9890* NAVD 88 ORTHO HEIGHT -   412.79   (meters)    1354.3   (feet) LEVELING  
 DM9890  ______________________________________________________________________
 DM9890  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DM9890  NAD 83(2007) X  -   -356,878.766 (meters)                     COMP
 DM9890  NAD 83(2007) Y  - -4,382,819.452 (meters)                     COMP
 DM9890  NAD 83(2007) Z  -  4,605,015.837 (meters)                     COMP
 DM9890  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC09
 DM9890  HORZ ORDER      -  FIRST
 DM9890  VERT ORDER      -  THIRD ?
 DM9890  ELLP ORDER      -  FOURTH    CLASS I
 DM9890
 DM9890.The horizontal coordinates were established by GPS observations
 DM9890.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9890
 DM9890.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9890.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9890
 DM9890.The horizontal coordinates are valid at the epoch date displayed above
 DM9890.which is a decimal equivalence of Year/Month/Day.
 DM9890
 DM9890.The orthometric height was determined by differential leveling.
 DM9890.The vertical network tie was performed by a horz. field party for horz.
 DM9890.obs reductions. Reset procedures were used to establish the elevation.
 DM9890
 DM9890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9890
 DM9890.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9890
 DM9890.The ellipsoidal height was determined by GPS observations
 DM9890.and is referenced to NAD 83.
 DM9890
 DM9890. The following values were computed from the NAD 83(2007) position.
 DM9890
 DM9890;                    North         East     Units Scale Factor Converg.
 DM9890;SPC MN C     -   268,333.236   768,910.743   MT  0.99992689   -0 17 35.1
 DM9890;SPC MN C     -   880,356.63  2,522,668.00   sFT  0.99992689   -0 17 35.1
 DM9890;UTM  15      - 5,152,467.372   373,031.086   MT  0.99979816   -1 12 03.7
 DM9890
 DM9890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9890!SPC MN C     -   0.99993957  x   0.99992689  =   0.99986646
 DM9890!UTM  15      -   0.99993957  x   0.99979816  =   0.99973774
 DM9890
 DM9890:                Primary Azimuth Mark                     Grid Az
 DM9890:SPC MN C     -  1109 S                                   001 41 32.2
 DM9890:UTM  15      -  1109 S                                   002 36 00.8
 DM9890
 DM9890|---------------------------------------------------------------------|
 DM9890| PID    Reference Object                     Distance      Geod. Az  |
 DM9890|                                                           dddmmss.s |
 DM9890| DM9889 1109 S                              APPROX. 1.7 KM 0012357.1 |
 DM9890|---------------------------------------------------------------------|
 DM9890
 DM9890                          SUPERSEDED SURVEY CONTROL
 DM9890
 DM9890.No superseded survey control is available for this station.
 DM9890
 DM9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7303152467(NAD 83)
 DM9890
 DM9890_MARKER: F = FLANGE-ENCASED ROD
 DM9890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9890_STAMPING: 1109 T 2010
 DM9890_MARK LOGO: MNDT  
 DM9890_PROJECTION: RECESSED 8 CENTIMETERS
 DM9890_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9890+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9890_ROD/PIPE-DEPTH: 13.1 meters
 DM9890
 DM9890  HISTORY     - Date     Condition        Report By
 DM9890  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9890  HISTORY     - 20101214 GOOD             MNDT
 DM9890
 DM9890                          STATION DESCRIPTION
 DM9890
 DM9890'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9890'THE MARK IS 1.0 MILE SOUTH OF LEADER, 1.0 MILE SOUTH ALONG TRUNK
 DM9890'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9890'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 11.95, 68.6 FEET WEST OF
 DM9890'TRUNK HIGHWAY 64, 123.2 FEET SOUTH OF COUNTY ROAD 156, 2.0 FEET EAST
 DM9890'OF WITNESS POST.
 DM9890
 DM9890                          STATION RECOVERY (2010)
 DM9890
 DM9890'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9890'RECOVERED AS DESCRIBED.
 DM9890' 
 DM9890'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9890'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9890'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9890'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9891 ***********************************************************************
 DM9891  DESIGNATION -  1109 U
 DM9891  PID         -  DM9891
 DM9891  STATE/COUNTY-  MN/CASS
 DM9891  COUNTRY     -  US
 DM9891  USGS QUAD   -  MOTLEY NW (1966)
 DM9891
 DM9891                         *CURRENT SURVEY CONTROL
 DM9891  ______________________________________________________________________
 DM9891* NAD 83(2007) POSITION- 46 29 05.93372(N) 094 39 16.45206(W)   ADJUSTED  
 DM9891* NAD 83(2007) ELLIP HT-   377.662 (meters)        (07/18/11)   ADJUSTED
 DM9891* NAD 83(2007) EPOCH   -  2002.00
 DM9891* NAVD 88 ORTHO HEIGHT -   404.87   (meters)    1328.3   (feet) LEVELING  
 DM9891  ______________________________________________________________________
 DM9891  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DM9891  NAD 83(2007) X  -   -357,023.353 (meters)                     COMP
 DM9891  NAD 83(2007) Y  - -4,385,133.648 (meters)                     COMP
 DM9891  NAD 83(2007) Z  -  4,602,804.937 (meters)                     COMP
 DM9891  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC09
 DM9891  HORZ ORDER      -  FIRST
 DM9891  VERT ORDER      -  THIRD ?
 DM9891  ELLP ORDER      -  FOURTH    CLASS I
 DM9891
 DM9891.The horizontal coordinates were established by GPS observations
 DM9891.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9891
 DM9891.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9891.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9891
 DM9891.The horizontal coordinates are valid at the epoch date displayed above
 DM9891.which is a decimal equivalence of Year/Month/Day.
 DM9891
 DM9891.The orthometric height was determined by differential leveling.
 DM9891.The vertical network tie was performed by a horz. field party for horz.
 DM9891.obs reductions. Reset procedures were used to establish the elevation.
 DM9891
 DM9891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9891
 DM9891.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9891
 DM9891.The ellipsoidal height was determined by GPS observations
 DM9891.and is referenced to NAD 83.
 DM9891
 DM9891. The following values were computed from the NAD 83(2007) position.
 DM9891
 DM9891;                    North         East     Units Scale Factor Converg.
 DM9891;SPC MN C     -   265,129.967   768,938.058   MT  0.99992544   -0 17 33.6
 DM9891;SPC MN C     -   869,847.23  2,522,757.61   sFT  0.99992544   -0 17 33.6
 DM9891;UTM  15      - 5,149,264.482   373,007.657   MT  0.99979823   -1 12 00.2
 DM9891
 DM9891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9891!SPC MN C     -   0.99994080  x   0.99992544  =   0.99986625
 DM9891!UTM  15      -   0.99994080  x   0.99979823  =   0.99973904
 DM9891
 DM9891:                Primary Azimuth Mark                     Grid Az
 DM9891:SPC MN C     -  1109 V                                   180 25 39.4
 DM9891:UTM  15      -  1109 V                                   181 20 06.0
 DM9891
 DM9891|---------------------------------------------------------------------|
 DM9891| PID    Reference Object                     Distance      Geod. Az  |
 DM9891|                                                           dddmmss.s |
 DM9891| DM9892 1109 V                              APPROX. 1.6 KM 1800805.8 |
 DM9891|---------------------------------------------------------------------|
 DM9891
 DM9891                          SUPERSEDED SURVEY CONTROL
 DM9891
 DM9891.No superseded survey control is available for this station.
 DM9891
 DM9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7300749264(NAD 83)
 DM9891
 DM9891_MARKER: F = FLANGE-ENCASED ROD
 DM9891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9891_STAMPING: 1109 U 2010
 DM9891_MARK LOGO: MNDT  
 DM9891_PROJECTION: RECESSED 8 CENTIMETERS
 DM9891_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9891+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9891_ROD/PIPE-DEPTH:  9.8 meters
 DM9891
 DM9891  HISTORY     - Date     Condition        Report By
 DM9891  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9891  HISTORY     - 20101214 GOOD             MNDT
 DM9891
 DM9891                          STATION DESCRIPTION
 DM9891
 DM9891'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9891'THE MARK IS 3.0 MILES SOUTH OF LEADER, 3.0 MILE SOUTH ALONG TRUNK
 DM9891'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9891'IN LEADER, AT TRUNK HIGHWAY 64 MILE POINT 9.90, 70.6 WEST OF TRUNK
 DM9891'HIGHWAY 64, 54.4 SOUTH OF 88TH STREET SOUTHWEST, 2.0 FEET EAST OF
 DM9891'WITNESS POST.
 DM9891
 DM9891                          STATION RECOVERY (2010)
 DM9891
 DM9891'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9891'RECOVERED AS DESCRIBED.
 DM9891' 
 DM9891'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9891'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9891'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9891'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9892 ***********************************************************************
 DM9892  DESIGNATION -  1109 V
 DM9892  PID         -  DM9892
 DM9892  STATE/COUNTY-  MN/CASS
 DM9892  COUNTRY     -  US
 DM9892  USGS QUAD   -  MOTLEY NW (1966)
 DM9892
 DM9892                         *CURRENT SURVEY CONTROL
 DM9892  ______________________________________________________________________
 DM9892* NAD 83(2007) POSITION- 46 28 14.14247(N) 094 39 16.62860(W)   ADJUSTED  
 DM9892* NAD 83(2007) ELLIP HT-   381.340 (meters)        (07/18/11)   ADJUSTED
 DM9892* NAD 83(2007) EPOCH   -  2002.00
 DM9892* NAVD 88 ORTHO HEIGHT -   408.52   (meters)    1340.3   (feet) LEVELING  
 DM9892  ______________________________________________________________________
 DM9892  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DM9892  NAD 83(2007) X  -   -357,121.418 (meters)                     COMP
 DM9892  NAD 83(2007) Y  - -4,386,291.709 (meters)                     COMP
 DM9892  NAD 83(2007) Z  -  4,601,706.267 (meters)                     COMP
 DM9892  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC09
 DM9892  HORZ ORDER      -  FIRST
 DM9892  VERT ORDER      -  THIRD ?
 DM9892  ELLP ORDER      -  FOURTH    CLASS I
 DM9892
 DM9892.The horizontal coordinates were established by GPS observations
 DM9892.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9892
 DM9892.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9892.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9892
 DM9892.The horizontal coordinates are valid at the epoch date displayed above
 DM9892.which is a decimal equivalence of Year/Month/Day.
 DM9892
 DM9892.The orthometric height was determined by differential leveling.
 DM9892.The vertical network tie was performed by a horz. field party for horz.
 DM9892.obs reductions. Reset procedures were used to establish the elevation.
 DM9892
 DM9892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9892
 DM9892.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9892
 DM9892.The ellipsoidal height was determined by GPS observations
 DM9892.and is referenced to NAD 83.
 DM9892
 DM9892. The following values were computed from the NAD 83(2007) position.
 DM9892
 DM9892;                    North         East     Units Scale Factor Converg.
 DM9892;SPC MN C     -   263,530.919   768,926.124   MT  0.99992482   -0 17 33.7
 DM9892;SPC MN C     -   864,601.02  2,522,718.46   sFT  0.99992482   -0 17 33.7
 DM9892;UTM  15      - 5,147,666.026   372,970.410   MT  0.99979835   -1 11 59.3
 DM9892
 DM9892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9892!SPC MN C     -   0.99994022  x   0.99992482  =   0.99986505
 DM9892!UTM  15      -   0.99994022  x   0.99979835  =   0.99973859
 DM9892
 DM9892:                Primary Azimuth Mark                     Grid Az
 DM9892:SPC MN C     -  1109 U                                   000 25 39.4
 DM9892:UTM  15      -  1109 U                                   001 20 05.0
 DM9892
 DM9892|---------------------------------------------------------------------|
 DM9892| PID    Reference Object                     Distance      Geod. Az  |
 DM9892|                                                           dddmmss.s |
 DM9892| DM9891 1109 U                              APPROX. 1.6 KM 0000805.7 |
 DM9892|---------------------------------------------------------------------|
 DM9892
 DM9892                          SUPERSEDED SURVEY CONTROL
 DM9892
 DM9892.No superseded survey control is available for this station.
 DM9892
 DM9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7297047666(NAD 83)
 DM9892
 DM9892_MARKER: F = FLANGE-ENCASED ROD
 DM9892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9892_STAMPING: 1109 U 2010
 DM9892_MARK LOGO: MNDT  
 DM9892_PROJECTION: RECESSED 8 CENTIMETERS
 DM9892_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9892+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2010
 DM9892_ROD/PIPE-DEPTH: 10.1 meters
 DM9892
 DM9892  HISTORY     - Date     Condition        Report By
 DM9892  HISTORY     - 20101214 MONUMENTED       MNDT
 DM9892  HISTORY     - 20101214 GOOD             MNDT
 DM9892
 DM9892                          STATION DESCRIPTION
 DM9892
 DM9892'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9892'THE MARK IS 4.0 MILES SOUTH OF LEADER, 4.0 MILES SOUTH ALONG TRUNK
 DM9892'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103 IN
 DM9892'LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 8.90, 73.5 FEET WEST OF TRUNK
 DM9892'HIGHWAY 64, 61.5 FEET SOUTH OF 92ND STREET SOUTHWEST, 3.5 FEET EAST OF
 DM9892'WITNESS POST.
 DM9892
 DM9892                          STATION RECOVERY (2010)
 DM9892
 DM9892'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9892'RECOVERED AS DESCRIBED.
 DM9892' 
 DM9892'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9892'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9892'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9892'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9893 ***********************************************************************
 DM9893  DESIGNATION -  1109 W
 DM9893  PID         -  DM9893
 DM9893  STATE/COUNTY-  MN/CASS
 DM9893  COUNTRY     -  US
 DM9893  USGS QUAD   -  MOTLEY NW (1966)
 DM9893
 DM9893                         *CURRENT SURVEY CONTROL
 DM9893  ______________________________________________________________________
 DM9893* NAD 83(2007) POSITION- 46 26 30.87296(N) 094 39 15.37694(W)   ADJUSTED  
 DM9893* NAD 83(2007) ELLIP HT-   369.331 (meters)        (07/18/11)   ADJUSTED
 DM9893* NAD 83(2007) EPOCH   -  2002.00
 DM9893* NAVD 88 ORTHO HEIGHT -   396.48   (meters)    1300.8   (feet) LEVELING  
 DM9893  ______________________________________________________________________
 DM9893  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DM9893  NAD 83(2007) X  -   -357,281.691 (meters)                     COMP
 DM9893  NAD 83(2007) Y  - -4,388,589.498 (meters)                     COMP
 DM9893  NAD 83(2007) Z  -  4,599,500.684 (meters)                     COMP
 DM9893  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC09
 DM9893  HORZ ORDER      -  FIRST
 DM9893  VERT ORDER      -  THIRD ?
 DM9893  ELLP ORDER      -  FOURTH    CLASS I
 DM9893
 DM9893.The horizontal coordinates were established by GPS observations
 DM9893.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9893
 DM9893.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9893.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9893
 DM9893.The horizontal coordinates are valid at the epoch date displayed above
 DM9893.which is a decimal equivalence of Year/Month/Day.
 DM9893
 DM9893.The orthometric height was determined by differential leveling.
 DM9893.The vertical network tie was performed by a horz. field party for horz.
 DM9893.obs reductions. Reset procedures were used to establish the elevation.
 DM9893
 DM9893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9893
 DM9893.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9893
 DM9893.The ellipsoidal height was determined by GPS observations
 DM9893.and is referenced to NAD 83.
 DM9893
 DM9893. The following values were computed from the NAD 83(2007) position.
 DM9893
 DM9893;                    North         East     Units Scale Factor Converg.
 DM9893;SPC MN C     -   260,342.326   768,936.550   MT  0.99992376   -0 17 32.8
 DM9893;SPC MN C     -   854,139.78  2,522,752.66   sFT  0.99992376   -0 17 32.8
 DM9893;UTM  15      - 5,144,478.069   372,930.377   MT  0.99979848   -1 11 56.3
 DM9893
 DM9893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9893!SPC MN C     -   0.99994211  x   0.99992376  =   0.99986587
 DM9893!UTM  15      -   0.99994211  x   0.99979848  =   0.99974060
 DM9893
 DM9893:                Primary Azimuth Mark                     Grid Az
 DM9893:SPC MN C     -  1109 X                                   169 30 15.9
 DM9893:UTM  15      -  1109 X                                   170 24 39.4
 DM9893
 DM9893|---------------------------------------------------------------------|
 DM9893| PID    Reference Object                     Distance      Geod. Az  |
 DM9893|                                                           dddmmss.s |
 DM9893| DM9894 1109 X                              APPROX. 1.6 KM 1691243.1 |
 DM9893|---------------------------------------------------------------------|
 DM9893
 DM9893                          SUPERSEDED SURVEY CONTROL
 DM9893
 DM9893.No superseded survey control is available for this station.
 DM9893
 DM9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7293044478(NAD 83)
 DM9893
 DM9893_MARKER: F = FLANGE-ENCASED ROD
 DM9893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9893_STAMPING: 1109 W 2010
 DM9893_MARK LOGO: MNDT  
 DM9893_PROJECTION: RECESSED 8 CENTIMETERS
 DM9893_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9893+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2010
 DM9893_ROD/PIPE-DEPTH:  6.1 meters
 DM9893
 DM9893  HISTORY     - Date     Condition        Report By
 DM9893  HISTORY     - 20101213 MONUMENTED       MNDT
 DM9893  HISTORY     - 20101213 GOOD             MNDT
 DM9893
 DM9893                          STATION DESCRIPTION
 DM9893
 DM9893'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9893'THE MARK IS 6.0 MILES SOUTH OF LEADER, 6.0 MILES SOUTH ALONG TRUNK
 DM9893'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103 IN
 DM9893'LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 6.95, 64.5 FEET WEST OF TRUNK
 DM9893'HIGHWAY 64, 51.0 FEET NORTH OF 100TH STREET SOUTHWEST, 2.0 FEET EAST
 DM9893'OF WITNESS POST.
 DM9893
 DM9893                          STATION RECOVERY (2010)
 DM9893
 DM9893'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9893'RECOVERED AS DESCRIBED.
 DM9893' 
 DM9893'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9893'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9893'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9893'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9894 ***********************************************************************
 DM9894  DESIGNATION -  1109 X
 DM9894  PID         -  DM9894
 DM9894  STATE/COUNTY-  MN/CASS
 DM9894  COUNTRY     -  US
 DM9894  USGS QUAD   -  MOTLEY NW (1966)
 DM9894
 DM9894                         *CURRENT SURVEY CONTROL
 DM9894  ______________________________________________________________________
 DM9894* NAD 83(2007) POSITION- 46 25 39.79865(N) 094 39 01.30290(W)   ADJUSTED  
 DM9894* NAD 83(2007) ELLIP HT-   365.800 (meters)        (07/18/11)   ADJUSTED
 DM9894* NAD 83(2007) EPOCH   -  2002.00
 DM9894* NAVD 88 ORTHO HEIGHT -   392.94   (meters)    1289.2   (feet) LEVELING  
 DM9894  ______________________________________________________________________
 DM9894  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM9894  NAD 83(2007) X  -   -357,074.699 (meters)                     COMP
 DM9894  NAD 83(2007) Y  - -4,389,750.466 (meters)                     COMP
 DM9894  NAD 83(2007) Z  -  4,598,411.186 (meters)                     COMP
 DM9894  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC09
 DM9894  HORZ ORDER      -  FIRST
 DM9894  VERT ORDER      -  THIRD ?
 DM9894  ELLP ORDER      -  FOURTH    CLASS I
 DM9894
 DM9894.The horizontal coordinates were established by GPS observations
 DM9894.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9894
 DM9894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9894.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9894
 DM9894.The horizontal coordinates are valid at the epoch date displayed above
 DM9894.which is a decimal equivalence of Year/Month/Day.
 DM9894
 DM9894.The orthometric height was determined by differential leveling.
 DM9894.The vertical network tie was performed by a horz. field party for horz.
 DM9894.obs reductions. Reset procedures were used to establish the elevation.
 DM9894
 DM9894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9894
 DM9894.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9894
 DM9894.The ellipsoidal height was determined by GPS observations
 DM9894.and is referenced to NAD 83.
 DM9894
 DM9894. The following values were computed from the NAD 83(2007) position.
 DM9894
 DM9894;                    North         East     Units Scale Factor Converg.
 DM9894;SPC MN C     -   258,763.882   769,228.972   MT  0.99992333   -0 17 22.6
 DM9894;SPC MN C     -   848,961.17  2,523,712.05   sFT  0.99992333   -0 17 22.6
 DM9894;UTM  15      - 5,142,895.395   373,197.760   MT  0.99979764   -1 11 45.1
 DM9894
 DM9894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9894!SPC MN C     -   0.99994266  x   0.99992333  =   0.99986599
 DM9894!UTM  15      -   0.99994266  x   0.99979764  =   0.99974031
 DM9894
 DM9894:                Primary Azimuth Mark                     Grid Az
 DM9894:SPC MN C     -  1109 W                                   349 30 15.9
 DM9894:UTM  15      -  1109 W                                   350 24 38.4
 DM9894
 DM9894|---------------------------------------------------------------------|
 DM9894| PID    Reference Object                     Distance      Geod. Az  |
 DM9894|                                                           dddmmss.s |
 DM9894| DM9893 1109 W                              APPROX. 1.6 KM 3491253.3 |
 DM9894|---------------------------------------------------------------------|
 DM9894
 DM9894                          SUPERSEDED SURVEY CONTROL
 DM9894
 DM9894.No superseded survey control is available for this station.
 DM9894
 DM9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7319742895(NAD 83)
 DM9894
 DM9894_MARKER: F = FLANGE-ENCASED ROD
 DM9894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9894_STAMPING: 1109 X 2010
 DM9894_MARK LOGO: MNDT  
 DM9894_PROJECTION: RECESSED 8 CENTIMETERS
 DM9894_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9894+SATELLITE: SATELLITE OBSERVATIONS - 2010
 DM9894_ROD/PIPE-DEPTH:  9.1 meters
 DM9894
 DM9894  HISTORY     - Date     Condition        Report By
 DM9894  HISTORY     - 20101213 MONUMENTED       MNDT
 DM9894  HISTORY     - 2010     GOOD             MNDT
 DM9894
 DM9894                          STATION DESCRIPTION
 DM9894
 DM9894'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9894'THE MARK IS 7.0 MILES SOUTH OF LEADER, 7.0 MILES SOUTH ALONG TRUNK
 DM9894'HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND COUNTY ROAD 103
 DM9894'IN LEADER, AT TRUNK HIGHWAY 64 MILEPOINT 5.95, 69.5 FEET WEST OF TRUNK
 DM9894'HIGHWAY 64, 10.5 FEET NORTH OF 104TH STREET SOUTHWEST, 2.7 FEET EAST
 DM9894'OF WITNESS POST.
 DM9894
 DM9894                          STATION RECOVERY (2010)
 DM9894
 DM9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CAS)
 DM9894'RECOVERED AS DESCRIBED.
 DM9894' 
 DM9894'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9894'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9894'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9894'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1559 ***********************************************************************
 QO1559  DESIGNATION -  111
 QO1559  PID         -  QO1559
 QO1559  STATE/COUNTY-  MN/CHISAGO
 QO1559  COUNTRY     -  US
 QO1559  USGS QUAD   -  NORTH BRANCH (1983)
 QO1559
 QO1559                         *CURRENT SURVEY CONTROL
 QO1559  ______________________________________________________________________
 QO1559* NAD 83(1996) POSITION- 45 34 35.76128(N) 092 59 19.72335(W)   ADJUSTED  
 QO1559* NAVD 88 ORTHO HEIGHT -   280.0    (meters)     919.    (feet) VERTCON   
 QO1559  ______________________________________________________________________
 QO1559  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 QO1559  LAPLACE CORR    -          9.76  (seconds)                    DEFLEC09
 QO1559  HORZ ORDER      -  SECOND
 QO1559
 QO1559.The horizontal coordinates were established by classical geodetic methods
 QO1559.and adjusted by the National Geodetic Survey in March 1999.
 QO1559.
 QO1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1559
 QO1559.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1559
 QO1559. The following values were computed from the NAD 83(1996) position.
 QO1559
 QO1559;                    North         East     Units Scale Factor Converg.
 QO1559;SPC MN C     -   164,871.442   898,434.977   MT  1.00000892   +0 54 44.4
 QO1559;SPC MN C     -   540,915.72  2,947,615.42   sFT  1.00000892   +0 54 44.4
 QO1559;SPC WI C     -   198,011.814   366,766.259   MT  1.00001549   -2 06 31.8
 QO1559;SPC WI C     -   649,643.76  1,203,298.97   sFT  1.00001549   -2 06 31.8
 QO1559;UTM  15      - 5,047,006.699   500,872.893   MT  0.99960001   +0 00 28.8
 QO1559
 QO1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1559!SPC MN C     -   0.99996051  x   1.00000892  =   0.99996943
 QO1559!SPC WI C     -   0.99996051  x   1.00001549  =   0.99997600
 QO1559!UTM  15      -   0.99996051  x   0.99960001  =   0.99956053
 QO1559
 QO1559:                Primary Azimuth Mark                     Grid Az
 QO1559:SPC MN C     -  HARRIS                                   142 10 33.2
 QO1559:SPC WI C     -  HARRIS                                   145 11 49.4
 QO1559:UTM  15      -  HARRIS                                   143 04 48.8
 QO1559
 QO1559|---------------------------------------------------------------------|
 QO1559| PID    Reference Object                     Distance      Geod. Az  |
 QO1559|                                                           dddmmss.s |
 QO1559| QO1557 HARRIS                              APPROX. 1.5 KM 1430517.6 |
 QO1559|---------------------------------------------------------------------|
 QO1559
 QO1559                          SUPERSEDED SURVEY CONTROL
 QO1559
 QO1559  NAD 83(1991)-  45 34 35.75205(N)    092 59 19.71456(W) AD(       ) 2
 QO1559  NAD 83(1986)-  45 34 35.75080(N)    092 59 19.71605(W) AD(       ) 2
 QO1559  NAD 27      -  45 34 35.88790(N)    092 59 18.94260(W) AD(       ) 2
 QO1559  NGVD 29 (07/19/86)  279.9    (m)          918.     (f) VERT ANG       
 QO1559
 QO1559.Superseded values are not recommended for survey control.
 QO1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1559.See file dsdata.txt to determine how the superseded data were derived.
 QO1559
 QO1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0087247006(NAD 83)
 QO1559
 QO1559_MARKER: I = METAL ROD
 QO1559_SETTING: 0 = UNSPECIFIED SETTING
 QO1559_STAMPING: UNSTAMPED
 QO1559_MARK LOGO: MNHD  
 QO1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1559
 QO1559  HISTORY     - Date     Condition        Report By
 QO1559  HISTORY     - 1959     MONUMENTED       MNHD
 QO1559  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO1559
 QO1559                          STATION DESCRIPTION
 QO1559
 QO1559'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1559'STATION IS SITUATED APPROX. 1 MILE SOUTHWEST OF TOWN OF HARRIS.
 QO1559'
 QO1559'TO REACH FROM JUNCTION OF HIGHWAY 61 AND CHISAGO COUNTY ROAD
 QO1559'10 IN TOWN OF HARRIS, GO SOUTHWEST FOR 0.7 MILE ON CHISAGO
 QO1559'COUNTY ROAD 10 TO FARM ON THE LEFT.  TURN LEFT (SOUTH) FOR
 QO1559'0.1 MILE, THROUGH FARMYARD TO STATION ON FIELD LINE.  REFERENCE
 QO1559'BY A NAIL AND BRASS CAP IN A FENCE CORNER POST 52.87 FEET
 QO1559'NORTH.  A NAIL AND BRASS CAP IN A FENCE POST 63.03 FEET
 QO1559'NORTH-NORTHWEST.  A NAIL AND BRASS CAP IN A FENCE POST
 QO1559'91.75 FEET NORTHWEST.
 QO1559'
 QO1559'STATION IS A 3/4 IN X 3 FT IRON ROD 0.75 FEET BELOW GROUND
 QO1559'LEVEL.
 QO1559'
 QO1559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1559
 QO1559                          STATION RECOVERY (2007)
 QO1559
 QO1559'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1559'1.0 MILES SOUTHWEST OF HARRIS, 0.7 MILES SOUTHWEST OF JUNCTION OF
 QO1559'TRUNK HIGHWAY 61 AND CHISAGO COUNTY ROAD 10 AT HARRIS, 0.1 MILES SOUTH
 QO1559'OF COUNTY ROAD 10, ON FIELD LINE, 52.9 FEET SOUTH OF CORNER FENCE
 QO1559'POST, 63.0 FEET SOUTH-SOUTHEAST OF FENCE POST, 91.8 FEET SOUTHEAST OF
 QO1559'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6146 ***********************************************************************
 DK6146  DESIGNATION -  111 KW
 DK6146  PID         -  DK6146
 DK6146  STATE/COUNTY-  MN/MARSHALL
 DK6146  COUNTRY     -  US
 DK6146  USGS QUAD   -  NEWFOLDEN (1982)
 DK6146
 DK6146                         *CURRENT SURVEY CONTROL
 DK6146  ______________________________________________________________________
 DK6146* NAD 83(2007) POSITION- 48 19 35.78485(N) 096 22 13.69678(W)   ADJUSTED  
 DK6146* NAD 83(2007) ELLIP HT-   304.596 (meters)        (07/11/08)   ADJUSTED
 DK6146* NAD 83(2007) EPOCH   -  2002.00
 DK6146* NAVD 88 ORTHO HEIGHT -   331.8    (meters)    1089.    (feet) GPS OBS   
 DK6146  ______________________________________________________________________
 DK6146  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6146  GEOID HEIGHT    -        -27.18  (meters)                     GEOID03
 DK6146  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DK6146  NAD 83(2007) X  -   -471,440.030 (meters)                     COMP
 DK6146  NAD 83(2007) Y  - -4,222,627.015 (meters)                     COMP
 DK6146  NAD 83(2007) Z  -  4,741,327.317 (meters)                     COMP
 DK6146  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC09
 DK6146  HORZ ORDER      -  FIRST
 DK6146  ELLP ORDER      -  FIRST     CLASS I
 DK6146
 DK6146.The horizontal coordinates were established by GPS observations
 DK6146.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6146
 DK6146.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6146.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6146
 DK6146.The horizontal coordinates are valid at the epoch date displayed above
 DK6146.which is a decimal equivalence of Year/Month/Day.
 DK6146
 DK6146.The orthometric height was determined by GPS observations and a
 DK6146.high-resolution geoid model.
 DK6146
 DK6146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6146
 DK6146.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6146
 DK6146.The ellipsoidal height was determined by GPS observations
 DK6146.and is referenced to NAD 83.
 DK6146
 DK6146. The following values were computed from the NAD 83(2007) position.
 DK6146
 DK6146;                    North         East     Units Scale Factor Converg.
 DK6146;SPC MN N     -   308,203.623   557,571.379   MT  0.99993957   -2 25 26.9
 DK6146;SPC MN N     - 1,011,164.72  1,829,298.77   sFT  0.99993957   -2 25 26.9
 DK6146;UTM  14      - 5,355,944.023   694,901.873   MT  1.00006675   +1 57 53.0
 DK6146
 DK6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6146!SPC MN N     -   0.99995226  x   0.99993957  =   0.99989184
 DK6146!UTM  14      -   0.99995226  x   1.00006675  =   1.00001901
 DK6146
 DK6146                          SUPERSEDED SURVEY CONTROL
 DK6146
 DK6146.No superseded survey control is available for this station.
 DK6146
 DK6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU9490155944(NAD 83)
 DK6146
 DK6146_MARKER: DB = BENCH MARK DISK
 DK6146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6146_STAMPING: 111 KW 1954
 DK6146_MARK LOGO: USGS  
 DK6146_PROJECTION: FLUSH
 DK6146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6146+STABILITY: SURFACE MOTION
 DK6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6146+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2007
 DK6146
 DK6146  HISTORY     - Date     Condition        Report By
 DK6146  HISTORY     - 1954     MONUMENTED       USGS
 DK6146  HISTORY     - 20071206 GOOD             MNDT
 DK6146
 DK6146                          STATION DESCRIPTION
 DK6146
 DK6146'DESCRIBED BY MN DEPT OF TRANSP 2007 (DJS)
 DK6146'2 MILES SOUTHWEST OF NEW FOLDEN, 2 MILES WEST ALONG COUNTY ROAD 28
 DK6146'FROM  TRUNK HIGHWAY 59 IN NEW FOLDEN THEN 2 MILES SOUTH ON 150 AV
 DK6146'NORTHWEST, 0.05 MILE SOUTH OF THE JUNCTION OF 150 AV AND 310 STREET,
 DK6146'324 FEET SOUTH OF 310 STREET NORTHWEST, 42 FEET WEST OF 150 AV
 DK6146'NORTHWEST, 6.5 FEET SOUTH OF POWER POLE, 1 FOOT EAST OF NORTH-SOUTH
 DK6146'FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8327 ***********************************************************************
 DE8327  DESIGNATION -  1110 A
 DE8327  PID         -  DE8327
 DE8327  STATE/COUNTY-  MN/CASS
 DE8327  COUNTRY     -  US
 DE8327  USGS QUAD   -  JENKINS (1994)
 DE8327
 DE8327                         *CURRENT SURVEY CONTROL
 DE8327  ______________________________________________________________________
 DE8327* NAD 83(2007) POSITION- 46 43 59.32272(N) 094 21 52.39880(W)   ADJUSTED  
 DE8327* NAD 83(2007) ELLIP HT-   374.226 (meters)        (02/10/07)   ADJUSTED
 DE8327* NAD 83(2007) EPOCH   -  2002.00
 DE8327* NAVD 88 ORTHO HEIGHT -   402.073  (meters)    1319.13  (feet) ADJUSTED  
 DE8327  ______________________________________________________________________
 DE8327  NAD 83(2007) X  -   -333,296.715 (meters)                     COMP
 DE8327  NAD 83(2007) Y  - -4,366,892.462 (meters)                     COMP
 DE8327  NAD 83(2007) Z  -  4,621,754.825 (meters)                     COMP
 DE8327  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC09
 DE8327  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DE8327  DYNAMIC HEIGHT  -        402.094 (meters)     1319.20  (feet) COMP
 DE8327  MODELED GRAVITY -    980,653.1   (mgal)                       NAVD 88
 DE8327
 DE8327  VERT ORDER      -  SECOND    CLASS I
 DE8327
 DE8327  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8327  Type                                         Horiz  Ellip  Dist(km)
 DE8327  -------------------------------------------------------------------
 DE8327  NETWORK                                       0.56   0.59
 DE8327  -------------------------------------------------------------------
 DE8327  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.39   0.35      1.65
 DE8327  -------------------------------------------------------------------
 DE8327  NOTE: Click here for information on individual local accuracy
 DE8327  values and other accuracy information.
 DE8327
 DE8327
 DE8327.The horizontal coordinates were established by GPS observations
 DE8327.and adjusted by the National Geodetic Survey in February 2007.
 DE8327
 DE8327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8327.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8327
 DE8327.The horizontal coordinates are valid at the epoch date displayed above
 DE8327.which is a decimal equivalence of Year/Month/Day.
 DE8327
 DE8327.The orthometric height was determined by differential leveling and
 DE8327.adjusted in August 2004.
 DE8327
 DE8327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8327
 DE8327.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8327
 DE8327.The ellipsoidal height was determined by GPS observations
 DE8327.and is referenced to NAD 83.
 DE8327
 DE8327.The dynamic height is computed by dividing the NAVD 88
 DE8327.geopotential number by the normal gravity value computed on the
 DE8327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8327.degrees latitude (g = 980.6199 gals.).
 DE8327
 DE8327.The modeled gravity was interpolated from observed gravity values.
 DE8327
 DE8327. The following values were computed from the NAD 83(2007) position.
 DE8327
 DE8327;                    North         East     Units Scale Factor Converg.
 DE8327;SPC MN C     -   292,641.818   791,244.578   MT  0.99994616   -0 04 58.3
 DE8327;SPC MN C     -   960,109.03  2,595,941.59   sFT  0.99994616   -0 04 58.3
 DE8327;UTM  15      - 5,176,414.288   395,744.100   MT  0.99973360   -0 59 37.4
 DE8327
 DE8327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8327!SPC MN C     -   0.99994134  x   0.99994616  =   0.99988750
 DE8327!UTM  15      -   0.99994134  x   0.99973360  =   0.99967496
 DE8327
 DE8327:                Primary Azimuth Mark                     Grid Az
 DE8327:SPC MN C     -  1110 B                                   359 07 50.3
 DE8327:UTM  15      -  1110 B                                   000 02 29.4
 DE8327
 DE8327|---------------------------------------------------------------------|
 DE8327| PID    Reference Object                     Distance      Geod. Az  |
 DE8327|                                                           dddmmss.s |
 DE8327| DE8328 1110 B                              APPROX. 1.6 KM 3590252.0 |
 DE8327|---------------------------------------------------------------------|
 DE8327
 DE8327                          SUPERSEDED SURVEY CONTROL
 DE8327
 DE8327  NAD 83(1996)-  46 43 59.32253(N)    094 21 52.39875(W) AD(       ) 1
 DE8327  ELLIP H (10/21/02)  374.249  (m)                       GP(       ) 3 2
 DE8327  NAVD 88 (10/21/02)  402.08   (m)         1319.2    (f) LEVELING    3  
 DE8327
 DE8327.Superseded values are not recommended for survey control.
 DE8327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8327.See file dsdata.txt to determine how the superseded data were derived.
 DE8327
 DE8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9574476414(NAD 83)
 DE8327
 DE8327_MARKER: DD = SURVEY DISK
 DE8327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8327_STAMPING: 1110 A 1999
 DE8327_MARK LOGO: MNDT  
 DE8327_PROJECTION: RECESSED 5 CENTIMETERS
 DE8327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8327+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8327_ROD/PIPE-DEPTH: 22.9 meters
 DE8327
 DE8327  HISTORY     - Date     Condition        Report By
 DE8327  HISTORY     - 1999     MONUMENTED       MNDT
 DE8327  HISTORY     - 19991004 GOOD             MNDT
 DE8327
 DE8327                          STATION DESCRIPTION
 DE8327
 DE8327'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8327'2.0 MI (3.2 KM) ENE OF PINE RIVER, 2.7 MI (4.3 KM) EAST AND NORTH
 DE8327'ALONG TH 84 FROM JCT O F TH 84AND TH 371 IN PINE RIVER, TO TH 84 MP
 DE8327'2.7, THEN 0.05 MI (0.08 KM) EAST ON 20TH ST SW,60.5 FT EAST OF P-POLE,
 DE8327'20.5 FT (6.2 M) NORTH 20TH ST SW, 2.4 FT (0.7 M) SOUTH OF FENCE,
 DE8327'58.0FT NW OF COR OF FENCE, 82.3 FT (25.1 M) NE OF COR OF FENCE, 2.0 FT
 DE8327'(0.6 M) SOUTH OF WIT POST.
 DE8327
 DE8327                          STATION RECOVERY (1999)
 DE8327
 DE8327'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8327'2.0 MI (3.2 KM) ENE OF PINE RIVER, 2.7 MI (4.3 KM) EAST AND NORTH
 DE8327'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, TO TH 84 MP
 DE8327'2.7, THEN 0.05 MI (0.08 KM) EAST ON 20TH ST SW, 60.5 FT (18.4 M) EAST
 DE8327'OF P-POLE, 20.5 FT (6.2 M) NORTH 20TH ST SW, 2.4 FT (0.7 M) SOUTH OF
 DE8327'FENCE, 58.0 FT (17.7 M) NW OF COR OF FENCE, 82.3 FT (25.1 M) NE OF COR
 DE8327'OF FENCE, 2.0 FT (0.6 M) SOUTH OF WIT POST, MAGNETIC, RECESSED 2 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8328 ***********************************************************************
 DE8328  DESIGNATION -  1110 B
 DE8328  PID         -  DE8328
 DE8328  STATE/COUNTY-  MN/CASS
 DE8328  COUNTRY     -  US
 DE8328  USGS QUAD   -  JENKINS (1994)
 DE8328
 DE8328                         *CURRENT SURVEY CONTROL
 DE8328  ______________________________________________________________________
 DE8328* NAD 83(2007) POSITION- 46 44 52.62478(N) 094 21 53.68766(W)   ADJUSTED  
 DE8328* NAD 83(2007) ELLIP HT-   372.673 (meters)        (02/10/07)   ADJUSTED
 DE8328* NAD 83(2007) EPOCH   -  2002.00
 DE8328* NAVD 88 ORTHO HEIGHT -   400.562  (meters)    1314.18  (feet) ADJUSTED  
 DE8328  ______________________________________________________________________
 DE8328  NAD 83(2007) X  -   -333,232.686 (meters)                     COMP
 DE8328  NAD 83(2007) Y  - -4,365,694.060 (meters)                     COMP
 DE8328  NAD 83(2007) Z  -  4,622,881.725 (meters)                     COMP
 DE8328  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC09
 DE8328  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 DE8328  DYNAMIC HEIGHT  -        400.581 (meters)     1314.24  (feet) COMP
 DE8328  MODELED GRAVITY -    980,651.3   (mgal)                       NAVD 88
 DE8328
 DE8328  VERT ORDER      -  SECOND    CLASS I
 DE8328
 DE8328  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8328  Type                                         Horiz  Ellip  Dist(km)
 DE8328  -------------------------------------------------------------------
 DE8328  NETWORK                                       0.60   0.61
 DE8328  -------------------------------------------------------------------
 DE8328  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.37      1.65
 DE8328  -------------------------------------------------------------------
 DE8328  NOTE: Click here for information on individual local accuracy
 DE8328  values and other accuracy information.
 DE8328
 DE8328
 DE8328.The horizontal coordinates were established by GPS observations
 DE8328.and adjusted by the National Geodetic Survey in February 2007.
 DE8328
 DE8328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8328
 DE8328.The horizontal coordinates are valid at the epoch date displayed above
 DE8328.which is a decimal equivalence of Year/Month/Day.
 DE8328
 DE8328.The orthometric height was determined by differential leveling and
 DE8328.adjusted in August 2004.
 DE8328
 DE8328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8328
 DE8328.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8328
 DE8328.The ellipsoidal height was determined by GPS observations
 DE8328.and is referenced to NAD 83.
 DE8328
 DE8328.The dynamic height is computed by dividing the NAVD 88
 DE8328.geopotential number by the normal gravity value computed on the
 DE8328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8328.degrees latitude (g = 980.6199 gals.).
 DE8328
 DE8328.The modeled gravity was interpolated from observed gravity values.
 DE8328
 DE8328. The following values were computed from the NAD 83(2007) position.
 DE8328
 DE8328;                    North         East     Units Scale Factor Converg.
 DE8328;SPC MN C     -   294,287.703   791,219.603   MT  0.99994799   -0 04 59.3
 DE8328;SPC MN C     -   965,508.91  2,595,859.65   sFT  0.99994799   -0 04 59.3
 DE8328;UTM  15      - 5,178,060.011   395,745.295   MT  0.99973359   -0 59 39.2
 DE8328
 DE8328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8328!SPC MN C     -   0.99994159  x   0.99994799  =   0.99988958
 DE8328!UTM  15      -   0.99994159  x   0.99973359  =   0.99967519
 DE8328
 DE8328:                Primary Azimuth Mark                     Grid Az
 DE8328:SPC MN C     -  1110 A                                   179 07 50.3
 DE8328:UTM  15      -  1110 A                                   180 02 30.2
 DE8328
 DE8328|---------------------------------------------------------------------|
 DE8328| PID    Reference Object                     Distance      Geod. Az  |
 DE8328|                                                           dddmmss.s |
 DE8328| DE8327 1110 A                              APPROX. 1.6 KM 1790251.0 |
 DE8328|---------------------------------------------------------------------|
 DE8328
 DE8328                          SUPERSEDED SURVEY CONTROL
 DE8328
 DE8328  NAD 83(1996)-  46 44 52.62459(N)    094 21 53.68758(W) AD(       ) 1
 DE8328  ELLIP H (10/21/02)  372.698  (m)                       GP(       ) 3 2
 DE8328  NAVD 88 (10/21/02)  400.57   (m)         1314.2    (f) LEVELING    3  
 DE8328
 DE8328.Superseded values are not recommended for survey control.
 DE8328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8328.See file dsdata.txt to determine how the superseded data were derived.
 DE8328
 DE8328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9574578060(NAD 83)
 DE8328
 DE8328_MARKER: DD = SURVEY DISK
 DE8328_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8328_STAMPING: 1110 B 1999
 DE8328_MARK LOGO: MNDT  
 DE8328_PROJECTION: FLUSH
 DE8328_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8328+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8328_ROD/PIPE-DEPTH: 13.7 meters
 DE8328
 DE8328  HISTORY     - Date     Condition        Report By
 DE8328  HISTORY     - 1999     MONUMENTED       MNDT
 DE8328  HISTORY     - 19991004 GOOD             MNDT
 DE8328
 DE8328                          STATION DESCRIPTION
 DE8328
 DE8328'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8328'2.75 MI (4.43 KM) ENE OF PINE RIVER, 3.75 MI (6.03 KM) EAST AND NORTH
 DE8328'ALONG TH 84 FROM JCT OF TH84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8328'3.75, 29.0 FT (8.8 M) EAST OF TH 84, 26.0 FTNORTH OF GRAVEL ENT, 2.9
 DE8328'FT (0.9 M) SOUTH OF FENCE COR, 2.  4 FT (1.2 M) SOUTH OF WIT POST.
 DE8328
 DE8328                          STATION RECOVERY (1999)
 DE8328
 DE8328'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8328'2.75 MI (4.43 KM) ENE OF PINE RIVER, 3.75 MI (6.03 KM) EAST AND NORTH
 DE8328'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8328'3.75, 29.0 FT (8.8 M) EAST OF TH 84, 26.0 FT (7.9 M) NORTH OF GRAVEL
 DE8328'ENT, 2.9 FT (0.9 M) SOUTH OF FENCE COR, 2.4 FT (0.7 M) SOUTH OF WIT
 DE8328'POST, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8329 ***********************************************************************
 DE8329  DESIGNATION -  1110 C
 DE8329  PID         -  DE8329
 DE8329  STATE/COUNTY-  MN/CASS
 DE8329  COUNTRY     -  US
 DE8329  USGS QUAD   -  LAKE ADA (1980)
 DE8329
 DE8329                         *CURRENT SURVEY CONTROL
 DE8329  ______________________________________________________________________
 DE8329* NAD 83(2007) POSITION- 46 46 23.29629(N) 094 21 43.10960(W)   ADJUSTED  
 DE8329* NAD 83(2007) ELLIP HT-   380.191 (meters)        (02/10/07)   ADJUSTED
 DE8329* NAD 83(2007) EPOCH   -  2002.00
 DE8329* NAVD 88 ORTHO HEIGHT -   408.115  (meters)    1338.96  (feet) ADJUSTED  
 DE8329  ______________________________________________________________________
 DE8329  NAD 83(2007) X  -   -332,854.044 (meters)                     COMP
 DE8329  NAD 83(2007) Y  - -4,363,682.355 (meters)                     COMP
 DE8329  NAD 83(2007) Z  -  4,624,805.377 (meters)                     COMP
 DE8329  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC09
 DE8329  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DE8329  DYNAMIC HEIGHT  -        408.134 (meters)     1339.02  (feet) COMP
 DE8329  MODELED GRAVITY -    980,647.9   (mgal)                       NAVD 88
 DE8329
 DE8329  VERT ORDER      -  SECOND    CLASS I
 DE8329
 DE8329  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8329  Type                                         Horiz  Ellip  Dist(km)
 DE8329  -------------------------------------------------------------------
 DE8329  NETWORK                                       0.62   0.63
 DE8329  -------------------------------------------------------------------
 DE8329  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.46   0.38      1.82
 DE8329  -------------------------------------------------------------------
 DE8329  NOTE: Click here for information on individual local accuracy
 DE8329  values and other accuracy information.
 DE8329
 DE8329
 DE8329.The horizontal coordinates were established by GPS observations
 DE8329.and adjusted by the National Geodetic Survey in February 2007.
 DE8329
 DE8329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8329.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8329
 DE8329.The horizontal coordinates are valid at the epoch date displayed above
 DE8329.which is a decimal equivalence of Year/Month/Day.
 DE8329
 DE8329.The orthometric height was determined by differential leveling and
 DE8329.adjusted in August 2004.
 DE8329
 DE8329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8329
 DE8329.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8329
 DE8329.The ellipsoidal height was determined by GPS observations
 DE8329.and is referenced to NAD 83.
 DE8329
 DE8329.The dynamic height is computed by dividing the NAVD 88
 DE8329.geopotential number by the normal gravity value computed on the
 DE8329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8329.degrees latitude (g = 980.6199 gals.).
 DE8329
 DE8329.The modeled gravity was interpolated from observed gravity values.
 DE8329
 DE8329. The following values were computed from the NAD 83(2007) position.
 DE8329
 DE8329;                    North         East     Units Scale Factor Converg.
 DE8329;SPC MN C     -   297,087.128   791,448.077   MT  0.99995126   -0 04 51.6
 DE8329;SPC MN C     -   974,693.35  2,596,609.23   sFT  0.99995126   -0 04 51.6
 DE8329;UTM  15      - 5,180,854.843   396,018.204   MT  0.99973289   -0 59 33.0
 DE8329
 DE8329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8329!SPC MN C     -   0.99994041  x   0.99995126  =   0.99989167
 DE8329!UTM  15      -   0.99994041  x   0.99973289  =   0.99967331
 DE8329
 DE8329:                Primary Azimuth Mark                     Grid Az
 DE8329:SPC MN C     -  1110 D                                   349 54 28.8
 DE8329:UTM  15      -  1110 D                                   350 49 10.2
 DE8329
 DE8329|---------------------------------------------------------------------|
 DE8329| PID    Reference Object                     Distance      Geod. Az  |
 DE8329|                                                           dddmmss.s |
 DE8329| DE8330 1110 D                              APPROX. 1.0 KM 3494937.2 |
 DE8329|---------------------------------------------------------------------|
 DE8329
 DE8329                          SUPERSEDED SURVEY CONTROL
 DE8329
 DE8329  NAD 83(1996)-  46 46 23.29614(N)    094 21 43.10937(W) AD(       ) 1
 DE8329  ELLIP H (10/21/02)  380.225  (m)                       GP(       ) 3 2
 DE8329  NAVD 88 (10/21/02)  408.13   (m)         1339.0    (f) LEVELING    3  
 DE8329
 DE8329.Superseded values are not recommended for survey control.
 DE8329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8329.See file dsdata.txt to determine how the superseded data were derived.
 DE8329
 DE8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9601880854(NAD 83)
 DE8329
 DE8329_MARKER: DD = SURVEY DISK
 DE8329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8329_STAMPING: 1110 C 1999
 DE8329_MARK LOGO: MNDT  
 DE8329_PROJECTION: FLUSH
 DE8329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8329+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8329_ROD/PIPE-DEPTH: 18.6 meters
 DE8329
 DE8329  HISTORY     - Date     Condition        Report By
 DE8329  HISTORY     - 1999     MONUMENTED       MNDT
 DE8329  HISTORY     - 19991004 GOOD             MNDT
 DE8329
 DE8329                          STATION DESCRIPTION
 DE8329
 DE8329'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8329'4.0 MI (6.4 KM) NE OF PINE RIVER, 5.55 MI (8.93 KM) EAST AND NORTH
 DE8329'ALONG TH 84 FROM JCT O F TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8329'5.55, 32.5 FT (9.9 M) ENE OF T H 84, 0.8 MI (1.3 KM) NORTHOF CO RD 43,
 DE8329'85.6 FT (26.1 M) ESE OF P-POLE, 104.5 FT (31.9 M) NE OF P-POLE, 3.2 FT
 DE8329'(1.0 M) NORTH OF WIT POST.
 DE8329
 DE8329                          STATION RECOVERY (1999)
 DE8329
 DE8329'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8329'4.0 MI (6.4 KM) NE OF PINE RIVER, 5.55 MI (8.93 KM) EAST AND NORTH
 DE8329'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8329'5.55, 32.5 FT (9.9 M) ENE OF TH 84, 0.8 MI (1.3 KM) NORTH OF CO RD 43,
 DE8329'85.6 FT (26.1 M) ESE OF P-POLE, 104.5 FT (31.9 M) NE OF P-POLE, 3.2 FT
 DE8329'(1.0 M) NORTH OF WITPOST, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8330 ***********************************************************************
 DE8330  DESIGNATION -  1110 D
 DE8330  PID         -  DE8330
 DE8330  STATE/COUNTY-  MN/CASS
 DE8330  COUNTRY     -  US
 DE8330  USGS QUAD   -  LAKE ADA (1980)
 DE8330
 DE8330                         *CURRENT SURVEY CONTROL
 DE8330  ______________________________________________________________________
 DE8330* NAD 83(2007) POSITION- 46 46 56.56097(N) 094 21 51.79904(W)   ADJUSTED  
 DE8330* NAD 83(2007) ELLIP HT-   385.314 (meters)        (02/10/07)   ADJUSTED
 DE8330* NAD 83(2007) EPOCH   -  2002.00
 DE8330* NAVD 88 ORTHO HEIGHT -   413.259  (meters)    1355.83  (feet) ADJUSTED  
 DE8330  ______________________________________________________________________
 DE8330  NAD 83(2007) X  -   -332,981.176 (meters)                     COMP
 DE8330  NAD 83(2007) Y  - -4,362,925.430 (meters)                     COMP
 DE8330  NAD 83(2007) Z  -  4,625,512.609 (meters)                     COMP
 DE8330  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC09
 DE8330  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DE8330  DYNAMIC HEIGHT  -        413.278 (meters)     1355.90  (feet) COMP
 DE8330  MODELED GRAVITY -    980,646.8   (mgal)                       NAVD 88
 DE8330
 DE8330  VERT ORDER      -  SECOND    CLASS I
 DE8330
 DE8330  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8330  Type                                         Horiz  Ellip  Dist(km)
 DE8330  -------------------------------------------------------------------
 DE8330  NETWORK                                       0.71   0.71
 DE8330  -------------------------------------------------------------------
 DE8330  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.45      2.55
 DE8330  -------------------------------------------------------------------
 DE8330  NOTE: Click here for information on individual local accuracy
 DE8330  values and other accuracy information.
 DE8330
 DE8330
 DE8330.The horizontal coordinates were established by GPS observations
 DE8330.and adjusted by the National Geodetic Survey in February 2007.
 DE8330
 DE8330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8330.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8330
 DE8330.The horizontal coordinates are valid at the epoch date displayed above
 DE8330.which is a decimal equivalence of Year/Month/Day.
 DE8330
 DE8330.The orthometric height was determined by differential leveling and
 DE8330.adjusted in August 2004.
 DE8330
 DE8330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8330
 DE8330.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8330
 DE8330.The ellipsoidal height was determined by GPS observations
 DE8330.and is referenced to NAD 83.
 DE8330
 DE8330.The dynamic height is computed by dividing the NAVD 88
 DE8330.geopotential number by the normal gravity value computed on the
 DE8330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8330.degrees latitude (g = 980.6199 gals.).
 DE8330
 DE8330.The modeled gravity was interpolated from observed gravity values.
 DE8330
 DE8330. The following values were computed from the NAD 83(2007) position.
 DE8330
 DE8330;                    North         East     Units Scale Factor Converg.
 DE8330;SPC MN C     -   298,114.540   791,265.215   MT  0.99995250   -0 04 57.9
 DE8330;SPC MN C     -   978,064.12  2,596,009.29   sFT  0.99995250   -0 04 57.9
 DE8330;UTM  15      - 5,181,884.809   395,851.747   MT  0.99973332   -0 59 39.8
 DE8330
 DE8330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8330!SPC MN C     -   0.99993960  x   0.99995250  =   0.99989211
 DE8330!UTM  15      -   0.99993960  x   0.99973332  =   0.99967294
 DE8330
 DE8330:                Primary Azimuth Mark                     Grid Az
 DE8330:SPC MN C     -  1110 E                                   359 50 05.7
 DE8330:UTM  15      -  1110 E                                   000 44 47.6
 DE8330
 DE8330|---------------------------------------------------------------------|
 DE8330| PID    Reference Object                     Distance      Geod. Az  |
 DE8330|                                                           dddmmss.s |
 DE8330| DE8331 1110 E                              APPROX. 1.0 KM 3594507.8 |
 DE8330|---------------------------------------------------------------------|
 DE8330
 DE8330                          SUPERSEDED SURVEY CONTROL
 DE8330
 DE8330  NAD 83(1996)-  46 46 56.56082(N)    094 21 51.79878(W) AD(       ) 1
 DE8330  ELLIP H (10/21/02)  385.349  (m)                       GP(       ) 3 2
 DE8330  NAVD 88 (10/21/02)  413.27   (m)         1355.9    (f) LEVELING    3  
 DE8330
 DE8330.Superseded values are not recommended for survey control.
 DE8330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8330.See file dsdata.txt to determine how the superseded data were derived.
 DE8330
 DE8330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9585181884(NAD 83)
 DE8330
 DE8330_MARKER: DD = SURVEY DISK
 DE8330_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8330_STAMPING: 1110 D 1999
 DE8330_MARK LOGO: MNDT  
 DE8330_PROJECTION: RECESSED 3 CENTIMETERS
 DE8330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8330+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8330_ROD/PIPE-DEPTH: 24.4 meters
 DE8330
 DE8330  HISTORY     - Date     Condition        Report By
 DE8330  HISTORY     - 1999     MONUMENTED       MNDT
 DE8330  HISTORY     - 19991004 GOOD             MNDT
 DE8330
 DE8330                          STATION DESCRIPTION
 DE8330
 DE8330'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8330'4.25 MI (6.84 KM) NE OF PINE RIVER, 6.25 MI (10.06 KM) EAST AND NORTH
 DE8330'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8330'6.25, 95.0 FT (29.0 M) EAST OF TH 84, 1.5 MI (2.4 KM) NORTHOF CO RD
 DE8330'43, 32.0 FT (9.8 M) ESE OF DRIVEWAY, 3.0 FT (0.9 M) WEST OF WIT POST.
 DE8330
 DE8330                          STATION RECOVERY (1999)
 DE8330
 DE8330'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8330'4.25 MI (6.84 KM) NE OF PINE RIVER, 6.25 MI (10.06 KM) EAST AND NORTH
 DE8330'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8330'6.25, 95.0 FT (29.0 M) EAST OF TH 84, 1.5 MI (2.4 KM) NORTH OF CO RD
 DE8330'43, 32.0 FT (9.8 M) ESE OF DRIVEWAY, 3.0 FT (0.9 M) WEST OF WIT POST,
 DE8330'MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8331 ***********************************************************************
 DE8331  DESIGNATION -  1110 E
 DE8331  PID         -  DE8331
 DE8331  STATE/COUNTY-  MN/CASS
 DE8331  COUNTRY     -  US
 DE8331  USGS QUAD   -  LAKE ADA (1980)
 DE8331
 DE8331                         *CURRENT SURVEY CONTROL
 DE8331  ______________________________________________________________________
 DE8331* NAD 83(2007) POSITION- 46 47 29.94138(N) 094 21 52.00928(W)   ADJUSTED  
 DE8331* NAD 83(2007) ELLIP HT-   378.224 (meters)        (02/10/07)   ADJUSTED
 DE8331* NAD 83(2007) EPOCH   -  2002.00
 DE8331* NAVD 88 ORTHO HEIGHT -   406.176  (meters)    1332.60  (feet) ADJUSTED  
 DE8331  ______________________________________________________________________
 DE8331  NAD 83(2007) X  -   -332,928.081 (meters)                     COMP
 DE8331  NAD 83(2007) Y  - -4,362,171.141 (meters)                     COMP
 DE8331  NAD 83(2007) Z  -  4,626,213.268 (meters)                     COMP
 DE8331  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC09
 DE8331  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DE8331  DYNAMIC HEIGHT  -        406.195 (meters)     1332.66  (feet) COMP
 DE8331  MODELED GRAVITY -    980,646.2   (mgal)                       NAVD 88
 DE8331
 DE8331  VERT ORDER      -  SECOND    CLASS I
 DE8331
 DE8331  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8331  Type                                         Horiz  Ellip  Dist(km)
 DE8331  -------------------------------------------------------------------
 DE8331  NETWORK                                       0.89   0.86
 DE8331  -------------------------------------------------------------------
 DE8331  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.69      1.60
 DE8331  -------------------------------------------------------------------
 DE8331  NOTE: Click here for information on individual local accuracy
 DE8331  values and other accuracy information.
 DE8331
 DE8331
 DE8331.The horizontal coordinates were established by GPS observations
 DE8331.and adjusted by the National Geodetic Survey in February 2007.
 DE8331
 DE8331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8331.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8331
 DE8331.The horizontal coordinates are valid at the epoch date displayed above
 DE8331.which is a decimal equivalence of Year/Month/Day.
 DE8331
 DE8331.The orthometric height was determined by differential leveling and
 DE8331.adjusted in August 2004.
 DE8331
 DE8331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8331
 DE8331.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8331
 DE8331.The ellipsoidal height was determined by GPS observations
 DE8331.and is referenced to NAD 83.
 DE8331
 DE8331.The dynamic height is computed by dividing the NAVD 88
 DE8331.geopotential number by the normal gravity value computed on the
 DE8331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8331.degrees latitude (g = 980.6199 gals.).
 DE8331
 DE8331.The modeled gravity was interpolated from observed gravity values.
 DE8331
 DE8331. The following values were computed from the NAD 83(2007) position.
 DE8331
 DE8331;                    North         East     Units Scale Factor Converg.
 DE8331;SPC MN C     -   299,145.272   791,262.245   MT  0.99995378   -0 04 58.0
 DE8331;SPC MN C     -   981,445.78  2,595,999.55   sFT  0.99995378   -0 04 58.0
 DE8331;UTM  15      - 5,182,915.232   395,865.176   MT  0.99973328   -0 59 40.5
 DE8331
 DE8331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8331!SPC MN C     -   0.99994072  x   0.99995378  =   0.99989450
 DE8331!UTM  15      -   0.99994072  x   0.99973328  =   0.99967401
 DE8331
 DE8331:                Primary Azimuth Mark                     Grid Az
 DE8331:SPC MN C     -  1110 D                                   179 50 05.6
 DE8331:UTM  15      -  1110 D                                   180 44 48.1
 DE8331
 DE8331|---------------------------------------------------------------------|
 DE8331| PID    Reference Object                     Distance      Geod. Az  |
 DE8331|                                                           dddmmss.s |
 DE8331| DE8330 1110 D                              APPROX. 1.0 KM 1794507.6 |
 DE8331|---------------------------------------------------------------------|
 DE8331
 DE8331                          SUPERSEDED SURVEY CONTROL
 DE8331
 DE8331  NAD 83(1996)-  46 47 29.94123(N)    094 21 52.00910(W) AD(       ) 1
 DE8331  ELLIP H (10/21/02)  378.255  (m)                       GP(       ) 3 2
 DE8331  NAVD 88 (10/21/02)  406.19   (m)         1332.6    (f) LEVELING    3  
 DE8331
 DE8331.Superseded values are not recommended for survey control.
 DE8331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8331.See file dsdata.txt to determine how the superseded data were derived.
 DE8331
 DE8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9586582915(NAD 83)
 DE8331
 DE8331_MARKER: DD = SURVEY DISK
 DE8331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8331_STAMPING: 1110 E 1999
 DE8331_MARK LOGO: MNDT  
 DE8331_PROJECTION: RECESSED 3 CENTIMETERS
 DE8331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8331+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8331_ROD/PIPE-DEPTH: 18.3 meters
 DE8331
 DE8331  HISTORY     - Date     Condition        Report By
 DE8331  HISTORY     - 1999     MONUMENTED       MNDT
 DE8331  HISTORY     - 19991004 GOOD             MNDT
 DE8331
 DE8331                          STATION DESCRIPTION
 DE8331
 DE8331'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8331'5.5 MI (8.9 KM) NNE OF PINE RIVER, 6.95 MI (11.18 KM) EAST AND NORTH
 DE8331'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8331'6.95, 32.6 FT (9.9 M) WSW OF T H 84, 0.95 MI (1.53 KM) SOUTHOF CO RD
 DE8331'79, 35.0 FT (10.7 M) NE OF P-POLE, 2.6 FT (0.8 M) ENE OF W IT POST.
 DE8331
 DE8331                          STATION RECOVERY (1999)
 DE8331
 DE8331'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8331'5.5 MI (8.9 KM) NNE OF PINE RIVER, 6.95 MI (11.18 KM) EAST AND NORTH
 DE8331'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8331'6.95, 32.6 FT (9.9 M) WSW OF TH 84, 0.95 MI (1.53 KM) SOUTH OF CO RD
 DE8331'79, 35.0 FT (10.7 M) NE OF P-POLE, 2.6 FT (0.8 M) ENE OF WIT POST,
 DE8331'MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8332 ***********************************************************************
 DE8332  DESIGNATION -  1110 F
 DE8332  PID         -  DE8332
 DE8332  STATE/COUNTY-  MN/CASS
 DE8332  COUNTRY     -  US
 DE8332  USGS QUAD   -  LAKE ADA (1980)
 DE8332
 DE8332                         *CURRENT SURVEY CONTROL
 DE8332  ______________________________________________________________________
 DE8332* NAD 83(2007) POSITION- 46 49 12.83424(N) 094 22 11.21357(W)   ADJUSTED  
 DE8332* NAD 83(2007) ELLIP HT-   377.262 (meters)        (02/10/07)   ADJUSTED
 DE8332* NAD 83(2007) EPOCH   -  2002.00
 DE8332* NAVD 88 ORTHO HEIGHT -   405.257  (meters)    1329.58  (feet) ADJUSTED  
 DE8332  ______________________________________________________________________
 DE8332  NAD 83(2007) X  -   -333,157.666 (meters)                     COMP
 DE8332  NAD 83(2007) Y  - -4,359,829.684 (meters)                     COMP
 DE8332  NAD 83(2007) Z  -  4,628,387.470 (meters)                     COMP
 DE8332  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC09
 DE8332  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DE8332  DYNAMIC HEIGHT  -        405.275 (meters)     1329.64  (feet) COMP
 DE8332  MODELED GRAVITY -    980,646.1   (mgal)                       NAVD 88
 DE8332
 DE8332  VERT ORDER      -  SECOND    CLASS I
 DE8332
 DE8332  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8332  Type                                         Horiz  Ellip  Dist(km)
 DE8332  -------------------------------------------------------------------
 DE8332  NETWORK                                       0.81   0.82
 DE8332  -------------------------------------------------------------------
 DE8332  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.69      1.75
 DE8332  -------------------------------------------------------------------
 DE8332  NOTE: Click here for information on individual local accuracy
 DE8332  values and other accuracy information.
 DE8332
 DE8332
 DE8332.The horizontal coordinates were established by GPS observations
 DE8332.and adjusted by the National Geodetic Survey in February 2007.
 DE8332
 DE8332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8332.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8332
 DE8332.The horizontal coordinates are valid at the epoch date displayed above
 DE8332.which is a decimal equivalence of Year/Month/Day.
 DE8332
 DE8332.The orthometric height was determined by differential leveling and
 DE8332.adjusted in August 2004.
 DE8332
 DE8332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8332
 DE8332.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8332
 DE8332.The ellipsoidal height was determined by GPS observations
 DE8332.and is referenced to NAD 83.
 DE8332
 DE8332.The dynamic height is computed by dividing the NAVD 88
 DE8332.geopotential number by the normal gravity value computed on the
 DE8332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8332.degrees latitude (g = 980.6199 gals.).
 DE8332
 DE8332.The modeled gravity was interpolated from observed gravity values.
 DE8332
 DE8332. The following values were computed from the NAD 83(2007) position.
 DE8332
 DE8332;                    North         East     Units Scale Factor Converg.
 DE8332;SPC MN C     -   302,323.035   790,859.772   MT  0.99995789   -0 05 11.9
 DE8332;SPC MN C     -   991,871.49  2,594,679.10   sFT  0.99995789   -0 05 11.9
 DE8332;UTM  15      - 5,186,098.291   395,513.414   MT  0.99973419   -0 59 56.2
 DE8332
 DE8332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8332!SPC MN C     -   0.99994087  x   0.99995789  =   0.99989876
 DE8332!UTM  15      -   0.99994087  x   0.99973419  =   0.99967507
 DE8332
 DE8332:                Primary Azimuth Mark                     Grid Az
 DE8332:SPC MN C     -  1110 G                                   017 11 06.2
 DE8332:UTM  15      -  1110 G                                   018 05 50.5
 DE8332
 DE8332|---------------------------------------------------------------------|
 DE8332| PID    Reference Object                     Distance      Geod. Az  |
 DE8332|                                                           dddmmss.s |
 DE8332| DE8333 1110 G                              APPROX. 1.7 KM 0170554.3 |
 DE8332|---------------------------------------------------------------------|
 DE8332
 DE8332                          SUPERSEDED SURVEY CONTROL
 DE8332
 DE8332  NAD 83(1996)-  46 49 12.83408(N)    094 22 11.21345(W) AD(       ) 1
 DE8332  ELLIP H (10/21/02)  377.283  (m)                       GP(       ) 3 2
 DE8332  NAVD 88 (10/21/02)  405.27   (m)         1329.6    (f) LEVELING    3  
 DE8332
 DE8332.Superseded values are not recommended for survey control.
 DE8332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8332.See file dsdata.txt to determine how the superseded data were derived.
 DE8332
 DE8332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9551386098(NAD 83)
 DE8332
 DE8332_MARKER: DD = SURVEY DISK
 DE8332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8332_STAMPING: 1110 F 1999
 DE8332_MARK LOGO: MNDT  
 DE8332_PROJECTION: FLUSH
 DE8332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8332+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8332_ROD/PIPE-DEPTH: 19.8 meters
 DE8332
 DE8332  HISTORY     - Date     Condition        Report By
 DE8332  HISTORY     - 1999     MONUMENTED       MNDT
 DE8332  HISTORY     - 19991004 GOOD             MNDT
 DE8332
 DE8332                          STATION DESCRIPTION
 DE8332
 DE8332'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8332'7.5 MI (12.1 KM) NNE OF PINE RIVER, 8.95 MI (14.40 KM) EAST AND NORTH
 DE8332'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8332'8.95, 51.0 FT (15.5 M) WEST OF TH 84, 26.0 FTNORTH OF NORMANS RD NW,
 DE8332'57.1 FT (17.4 M) NW OF FENCE COR, 7 8.8 FT (2.7 M) WEST OF P-POLE, 2.2
 DE8332'FT (0.7 M) EAST OF WIT POST.
 DE8332
 DE8332                          STATION RECOVERY (1999)
 DE8332
 DE8332'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8332'7.5 MI (12.1 KM) NNE OF PINE RIVER, 8.95 MI (14.40 KM) EAST AND NORTH
 DE8332'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8332'8.95, 51.0 FT (15.5 M) WEST OF TH 84, 26.0 FT (7.9 M) NORTH OF NORMANS
 DE8332'RD NW, 57.1 FT (17.4 M) NW OF FENCE COR, 78.8 FT (24.0 M) WEST OF
 DE8332'P-POLE, 2.2 FT (0.7 M) EAST OF WIT POST, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8333 ***********************************************************************
 DE8333  DESIGNATION -  1110 G
 DE8333  PID         -  DE8333
 DE8333  STATE/COUNTY-  MN/CASS
 DE8333  COUNTRY     -  US
 DE8333  USGS QUAD   -  LAKE ADA (1980)
 DE8333
 DE8333                         *CURRENT SURVEY CONTROL
 DE8333  ______________________________________________________________________
 DE8333* NAD 83(2007) POSITION- 46 50 04.61086(N) 094 21 48.00504(W)   ADJUSTED  
 DE8333* NAD 83(2007) ELLIP HT-   378.592 (meters)        (02/10/07)   ADJUSTED
 DE8333* NAD 83(2007) EPOCH   -  2002.00
 DE8333* NAVD 88 ORTHO HEIGHT -   406.598  (meters)    1333.98  (feet) ADJUSTED  
 DE8333  ______________________________________________________________________
 DE8333  NAD 83(2007) X  -   -332,578.455 (meters)                     COMP
 DE8333  NAD 83(2007) Y  - -4,358,705.322 (meters)                     COMP
 DE8333  NAD 83(2007) Z  -  4,629,482.439 (meters)                     COMP
 DE8333  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC09
 DE8333  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DE8333  DYNAMIC HEIGHT  -        406.616 (meters)     1334.04  (feet) COMP
 DE8333  MODELED GRAVITY -    980,647.5   (mgal)                       NAVD 88
 DE8333
 DE8333  VERT ORDER      -  SECOND    CLASS I
 DE8333
 DE8333  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8333  Type                                         Horiz  Ellip  Dist(km)
 DE8333  -------------------------------------------------------------------
 DE8333  NETWORK                                       1.03   1.00
 DE8333  -------------------------------------------------------------------
 DE8333  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.90   0.88      2.00
 DE8333  -------------------------------------------------------------------
 DE8333  NOTE: Click here for information on individual local accuracy
 DE8333  values and other accuracy information.
 DE8333
 DE8333
 DE8333.The horizontal coordinates were established by GPS observations
 DE8333.and adjusted by the National Geodetic Survey in February 2007.
 DE8333
 DE8333.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8333.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8333
 DE8333.The horizontal coordinates are valid at the epoch date displayed above
 DE8333.which is a decimal equivalence of Year/Month/Day.
 DE8333
 DE8333.The orthometric height was determined by differential leveling and
 DE8333.adjusted in August 2004.
 DE8333
 DE8333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8333
 DE8333.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8333
 DE8333.The ellipsoidal height was determined by GPS observations
 DE8333.and is referenced to NAD 83.
 DE8333
 DE8333.The dynamic height is computed by dividing the NAVD 88
 DE8333.geopotential number by the normal gravity value computed on the
 DE8333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8333.degrees latitude (g = 980.6199 gals.).
 DE8333
 DE8333.The modeled gravity was interpolated from observed gravity values.
 DE8333
 DE8333. The following values were computed from the NAD 83(2007) position.
 DE8333
 DE8333;                    North         East     Units Scale Factor Converg.
 DE8333;SPC MN C     -   303,921.098   791,354.000   MT  0.99996005   -0 04 55.1
 DE8333;SPC MN C     -   997,114.47  2,596,300.58   sFT  0.99996005   -0 04 55.1
 DE8333;UTM  15      - 5,187,687.923   396,032.909   MT  0.99973285   -0 59 40.1
 DE8333
 DE8333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8333!SPC MN C     -   0.99994066  x   0.99996005  =   0.99990071
 DE8333!UTM  15      -   0.99994066  x   0.99973285  =   0.99967352
 DE8333
 DE8333:                Primary Azimuth Mark                     Grid Az
 DE8333:SPC MN C     -  1110 H                                   051 05 09.0
 DE8333:UTM  15      -  1110 H                                   051 59 54.0
 DE8333
 DE8333|---------------------------------------------------------------------|
 DE8333| PID    Reference Object                     Distance      Geod. Az  |
 DE8333|                                                           dddmmss.s |
 DE8333| DE8334 1110 H                              APPROX. 1.0 KM 0510013.9 |
 DE8333| DE8332 1110 F                              APPROX. 1.7 KM 1970611.2 |
 DE8333|---------------------------------------------------------------------|
 DE8333
 DE8333                          SUPERSEDED SURVEY CONTROL
 DE8333
 DE8333  NAD 83(1996)-  46 50 04.61070(N)    094 21 48.00493(W) AD(       ) 1
 DE8333  ELLIP H (10/21/02)  378.613  (m)                       GP(       ) 3 2
 DE8333  NAVD 88 (10/21/02)  406.61   (m)         1334.0    (f) LEVELING    3  
 DE8333
 DE8333.Superseded values are not recommended for survey control.
 DE8333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8333.See file dsdata.txt to determine how the superseded data were derived.
 DE8333
 DE8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9603287687(NAD 83)
 DE8333
 DE8333_MARKER: DD = SURVEY DISK
 DE8333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8333_STAMPING: 1110 G 1999
 DE8333_MARK LOGO: MNDT  
 DE8333_PROJECTION: FLUSH
 DE8333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8333+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8333_ROD/PIPE-DEPTH: 30.4 meters
 DE8333
 DE8333  HISTORY     - Date     Condition        Report By
 DE8333  HISTORY     - 1999     MONUMENTED       MNDT
 DE8333  HISTORY     - 19991004 GOOD             MNDT
 DE8333
 DE8333                          STATION DESCRIPTION
 DE8333
 DE8333'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8333'8.5 MI (13.7 KM) NNE OF PINE RIVER, 10.05 MI (16.17 KM) EAST AND NORTH
 DE8333'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8333'10.05, 71.0 FT (21.6 M) NW OF T H 84, 21.2 FT (6.5 M) EASTOF TWP RD 6,
 DE8333'13.3 FT (4.1 M) NORTH OF P-POLE, 1.3 MI (2.1 KM) SOUTH OF TH 87, 41.5
 DE8333'FT (12.6 M) ESE OF GUYPOLE, 3.5 FT (1.1 M) WEST OF WIT POST. THE ROD
 DE8333'DEPTH IS 115 FT
 DE8333
 DE8333                          STATION RECOVERY (1999)
 DE8333
 DE8333'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8333'8.5 MI (13.7 KM) NNE OF PINE RIVER, 10.05 MI (16.17 KM) EAST AND NORTH
 DE8333'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8333'10.05, 71.0 FT (21.6 M) NW OF TH 84, 21.2 FT (6.5 M) EAST OF TWP RD 6,
 DE8333'13.3 FT (4.1 M) NORTH OF P-POLE, 1.3 MI (2.1 KM) SOUTH OF TH 87, 41.5
 DE8333'FT (12.6 M) ESE OF GUY POLE, 3.5 FT (1.1 M) WEST OF WIT POST,
 DE8333'MAGNETIC, FLUSH, THE ROD DEPTH IS 115 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8334 ***********************************************************************
 DE8334  DESIGNATION -  1110 H
 DE8334  PID         -  DE8334
 DE8334  STATE/COUNTY-  MN/CASS
 DE8334  COUNTRY     -  US
 DE8334  USGS QUAD   -  LAKE ADA (1980)
 DE8334
 DE8334                         *CURRENT SURVEY CONTROL
 DE8334  ______________________________________________________________________
 DE8334* NAD 83(2007) POSITION- 46 50 25.52613(N) 094 21 10.35674(W)   ADJUSTED  
 DE8334* NAD 83(2007) ELLIP HT-   379.539 (meters)        (02/10/07)   ADJUSTED
 DE8334* NAD 83(2007) EPOCH   -  2002.00
 DE8334* NAVD 88 ORTHO HEIGHT -   407.591  (meters)    1337.24  (feet) ADJUSTED  
 DE8334  ______________________________________________________________________
 DE8334  NAD 83(2007) X  -   -331,747.172 (meters)                     COMP
 DE8334  NAD 83(2007) Y  - -4,358,296.827 (meters)                     COMP
 DE8334  NAD 83(2007) Z  -  4,629,924.970 (meters)                     COMP
 DE8334  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC09
 DE8334  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 DE8334  DYNAMIC HEIGHT  -        407.610 (meters)     1337.30  (feet) COMP
 DE8334  MODELED GRAVITY -    980,648.0   (mgal)                       NAVD 88
 DE8334
 DE8334  VERT ORDER      -  SECOND    CLASS I
 DE8334
 DE8334  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8334  Type                                         Horiz  Ellip  Dist(km)
 DE8334  -------------------------------------------------------------------
 DE8334  NETWORK                                       0.70   0.73
 DE8334  -------------------------------------------------------------------
 DE8334  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.53   0.62      2.44
 DE8334  -------------------------------------------------------------------
 DE8334  NOTE: Click here for information on individual local accuracy
 DE8334  values and other accuracy information.
 DE8334
 DE8334
 DE8334.The horizontal coordinates were established by GPS observations
 DE8334.and adjusted by the National Geodetic Survey in February 2007.
 DE8334
 DE8334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8334.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8334
 DE8334.The horizontal coordinates are valid at the epoch date displayed above
 DE8334.which is a decimal equivalence of Year/Month/Day.
 DE8334
 DE8334.The orthometric height was determined by differential leveling and
 DE8334.adjusted in August 2004.
 DE8334
 DE8334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8334
 DE8334.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8334
 DE8334.The ellipsoidal height was determined by GPS observations
 DE8334.and is referenced to NAD 83.
 DE8334
 DE8334.The dynamic height is computed by dividing the NAVD 88
 DE8334.geopotential number by the normal gravity value computed on the
 DE8334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8334.degrees latitude (g = 980.6199 gals.).
 DE8334
 DE8334.The modeled gravity was interpolated from observed gravity values.
 DE8334
 DE8334. The following values were computed from the NAD 83(2007) position.
 DE8334
 DE8334;                    North         East     Units Scale Factor Converg.
 DE8334;SPC MN C     -   304,565.845   792,152.640   MT  0.99996094   -0 04 27.9
 DE8334;SPC MN C     -   999,229.78  2,598,920.79   sFT  0.99996094   -0 04 27.9
 DE8334;UTM  15      - 5,188,319.725   396,841.531   MT  0.99973080   -0 59 13.0
 DE8334
 DE8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8334!SPC MN C     -   0.99994051  x   0.99996094  =   0.99990145
 DE8334!UTM  15      -   0.99994051  x   0.99973080  =   0.99967133
 DE8334
 DE8334:                Primary Azimuth Mark                     Grid Az
 DE8334:SPC MN C     -  1110 G                                   231 05 09.2
 DE8334:UTM  15      -  1110 G                                   231 59 54.3
 DE8334
 DE8334|---------------------------------------------------------------------|
 DE8334| PID    Reference Object                     Distance      Geod. Az  |
 DE8334|                                                           dddmmss.s |
 DE8334| DE8333 1110 G                              APPROX. 1.0 KM 2310041.3 |
 DE8334|---------------------------------------------------------------------|
 DE8334
 DE8334                          SUPERSEDED SURVEY CONTROL
 DE8334
 DE8334  NAD 83(1996)-  46 50 25.52597(N)    094 21 10.35666(W) AD(       ) 1
 DE8334  ELLIP H (10/21/02)  379.553  (m)                       GP(       ) 3 2
 DE8334  NAVD 88 (10/21/02)  407.60   (m)         1337.3    (f) LEVELING    3  
 DE8334
 DE8334.Superseded values are not recommended for survey control.
 DE8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8334.See file dsdata.txt to determine how the superseded data were derived.
 DE8334
 DE8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9684188319(NAD 83)
 DE8334
 DE8334_MARKER: DD = SURVEY DISK
 DE8334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8334_STAMPING: 1110 H 1999
 DE8334_MARK LOGO: MNDT  
 DE8334_PROJECTION: FLUSH
 DE8334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8334+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8334_ROD/PIPE-DEPTH: 30.4 meters
 DE8334
 DE8334  HISTORY     - Date     Condition        Report By
 DE8334  HISTORY     - 1999     MONUMENTED       MNDT
 DE8334  HISTORY     - 19991004 GOOD             MNDT
 DE8334
 DE8334                          STATION DESCRIPTION
 DE8334
 DE8334'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8334'9.0 MI (14.5 KM) NNE OF PINE RIVER, 10.65 MI (17.14 KM) EAST AND NORTH
 DE8334'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8334'10.65, 45.0 FT (13.7 M) SE OF T H 84, 0.6 MI (1.0 KM) SOUTHOF TH 87,
 DE8334'3.3 FT (1.0 M) SE OF WIT POST.  THE ROD DEPTH IS 115 FT
 DE8334
 DE8334                          STATION RECOVERY (1999)
 DE8334
 DE8334'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8334'9.0 MI (14.5 KM) NNE OF PINE RIVER, 10.65 MI (17.14 KM) EAST AND NORTH
 DE8334'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8334'10.65, 45.0 FT (13.7 M) SE OF TH 84, 0.6 MI (1.0 KM) SOUTH OF TH 87,
 DE8334'3.3 FT (1.0 M) SE OF WIT POST, MAGNETIC, FLUSH, THE ROD DEPTH IS 115
 DE8334'FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0279 ***********************************************************************
 TB0279  DESIGNATION -  1111
 TB0279  PID         -  TB0279
 TB0279  STATE/COUNTY-  MN/KOOCHICHING
 TB0279  COUNTRY     -  US
 TB0279  USGS QUAD   -  RANIER (1986)
 TB0279
 TB0279                         *CURRENT SURVEY CONTROL
 TB0279  ______________________________________________________________________
 TB0279* NAD 83(1986) POSITION- 48 36 56.     (N) 093 21 05.     (W)   SCALED    
 TB0279* NAVD 88 ORTHO HEIGHT -   338.673  (meters)    1111.13  (feet) ADJUSTED  
 TB0279  ______________________________________________________________________
 TB0279  GEOID HEIGHT    -        -30.80  (meters)                     GEOID09
 TB0279  DYNAMIC HEIGHT  -        338.752 (meters)     1111.39  (feet) COMP
 TB0279  MODELED GRAVITY -    980,836.3   (mgal)                       NAVD 88
 TB0279
 TB0279  VERT ORDER      -  FIRST     CLASS II
 TB0279
 TB0279.The horizontal coordinates were scaled from a topographic map and have
 TB0279.an estimated accuracy of +/- 6 seconds.
 TB0279.
 TB0279.The orthometric height was determined by differential leveling and
 TB0279.adjusted in June 1991.
 TB0279
 TB0279.The dynamic height is computed by dividing the NAVD 88
 TB0279.geopotential number by the normal gravity value computed on the
 TB0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0279.degrees latitude (g = 980.6199 gals.).
 TB0279
 TB0279.The modeled gravity was interpolated from observed gravity values.
 TB0279
 TB0279;                    North         East    Units  Estimated Accuracy
 TB0279;SPC MN N     -   335,230.      781,460.      MT  (+/- 180 meters Scaled)
 TB0279
 TB0279                          SUPERSEDED SURVEY CONTROL
 TB0279
 TB0279  NGVD 29 (??/??/92)  338.304  (m)         1109.92   (f) ADJ UNCH    1 2
 TB0279
 TB0279.Superseded values are not recommended for survey control.
 TB0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0279.See file dsdata.txt to determine how the superseded data were derived.
 TB0279
 TB0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP741847(NAD 83)
 TB0279
 TB0279_MARKER: DD = SURVEY DISK
 TB0279_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TB0279_SP_SET: ROCK OUTCROP
 TB0279_STAMPING: 1111 USCGS 1912 ADJUSTMENT 1110.690
 TB0279_MARK LOGO: IBWC  
 TB0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0279
 TB0279  HISTORY     - Date     Condition        Report By
 TB0279  HISTORY     - 1906     MONUMENTED       IBWC
 TB0279  HISTORY     - 1933     GOOD             CGS
 TB0279  HISTORY     - 20080807 GOOD             MNDT
 TB0279
 TB0279                          STATION DESCRIPTION
 TB0279
 TB0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 TB0279'IN RANIER.
 TB0279'AT RANIER, KOOCHICHING COUNTY, AT THE FOOT OF MAIN STREET, ON THE
 TB0279'SHORE OF RAINY LAKE, ABOUT 200 FEET WEST OF A PIER IN THE LAKE, ABOUT
 TB0279'150 FEET EAST OF A MILL BUILDING COVERED WITH METAL, 85 FEET WEST OF A
 TB0279'BURNED BOAT SHOP, 6 FEET BACK FROM THE WATERS EDGE, AND IN THE TOP OF
 TB0279'A FLAT ROCK OUTCROP.  AN INTERNATIONAL BOUNDARY COMMISSION STANDARD
 TB0279'DISK, STAMPED 1111 U.S.C. G.S. ADJUSTMENT 1110.690.
 TB0279
 TB0279                          STATION RECOVERY (2008)
 TB0279
 TB0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TB0279'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF ISLAND VIEW, 3.0 MI
 TB0279'(4.8 KM) EAST-NORTHEAST OF INTERNATIONAL FALLS AND 0.2 MI (0.3 KM)
 TB0279'NORTH-NORTHWEST OF RAINER.
 TB0279' 
 TB0279'TO REACH TO THE MARK FROM RAINER, 3495 MAIN ST, ON SHORE OF RAINY
 TB0279'LAKE, 200 FT (61.0 M) WEST OF PIER IN LAKE, 150 FT (45.7 M) EAST OF
 TB0279'MILLING BUILDING, 85 FT (25.9 M) WEST OF BURNED BOAT SHOP, 6 FT (1.8
 TB0279'M) BACK FROM EDGE OF WATER, STATION IS LOCATED BENEATH PRIVATE
 TB0279'RESIDENCE, OWNER PREFERS NOT TO BE DISTURBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8335 ***********************************************************************
 DE8335  DESIGNATION -  1111 A
 DE8335  PID         -  DE8335
 DE8335  STATE/COUNTY-  MN/CASS
 DE8335  COUNTRY     -  US
 DE8335  USGS QUAD   -  LAKE ADA (1980)
 DE8335
 DE8335                         *CURRENT SURVEY CONTROL
 DE8335  ______________________________________________________________________
 DE8335* NAD 83(2007) POSITION- 46 50 56.63208(N) 094 20 51.48167(W)   ADJUSTED  
 DE8335* NAD 83(2007) ELLIP HT-   378.919 (meters)        (02/10/07)   ADJUSTED
 DE8335* NAD 83(2007) EPOCH   -  2002.00
 DE8335* NAVD 88 ORTHO HEIGHT -   406.995  (meters)    1335.28  (feet) ADJUSTED  
 DE8335  ______________________________________________________________________
 DE8335  NAD 83(2007) X  -   -331,295.192 (meters)                     COMP
 DE8335  NAD 83(2007) Y  - -4,357,627.995 (meters)                     COMP
 DE8335  NAD 83(2007) Z  -  4,630,581.552 (meters)                     COMP
 DE8335  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC09
 DE8335  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 DE8335  DYNAMIC HEIGHT  -        407.014 (meters)     1335.35  (feet) COMP
 DE8335  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DE8335
 DE8335  VERT ORDER      -  SECOND    CLASS I
 DE8335
 DE8335  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8335  Type                                         Horiz  Ellip  Dist(km)
 DE8335  -------------------------------------------------------------------
 DE8335  NETWORK                                       0.68   0.69
 DE8335  -------------------------------------------------------------------
 DE8335  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.41   0.42      1.34
 DE8335  -------------------------------------------------------------------
 DE8335  NOTE: Click here for information on individual local accuracy
 DE8335  values and other accuracy information.
 DE8335
 DE8335
 DE8335.The horizontal coordinates were established by GPS observations
 DE8335.and adjusted by the National Geodetic Survey in February 2007.
 DE8335
 DE8335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8335.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8335
 DE8335.The horizontal coordinates are valid at the epoch date displayed above
 DE8335.which is a decimal equivalence of Year/Month/Day.
 DE8335
 DE8335.The orthometric height was determined by differential leveling and
 DE8335.adjusted in August 2004.
 DE8335
 DE8335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8335
 DE8335.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8335
 DE8335.The ellipsoidal height was determined by GPS observations
 DE8335.and is referenced to NAD 83.
 DE8335
 DE8335.The dynamic height is computed by dividing the NAVD 88
 DE8335.geopotential number by the normal gravity value computed on the
 DE8335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8335.degrees latitude (g = 980.6199 gals.).
 DE8335
 DE8335.The modeled gravity was interpolated from observed gravity values.
 DE8335
 DE8335. The following values were computed from the NAD 83(2007) position.
 DE8335
 DE8335;                    North         East     Units Scale Factor Converg.
 DE8335;SPC MN C     -   305,525.851   792,553.761   MT  0.99996228   -0 04 14.3
 DE8335;SPC MN C     - 1,002,379.40  2,600,236.80   sFT  0.99996228   -0 04 14.3
 DE8335;UTM  15      - 5,189,273.000   397,257.795   MT  0.99972974   -0 58 59.7
 DE8335
 DE8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8335!SPC MN C     -   0.99994061  x   0.99996228  =   0.99990289
 DE8335!UTM  15      -   0.99994061  x   0.99972974  =   0.99967036
 DE8335
 DE8335:                Primary Azimuth Mark                     Grid Az
 DE8335:SPC MN C     -  1111 B                                   015 18 13.6
 DE8335:UTM  15      -  1111 B                                   016 12 59.0
 DE8335
 DE8335|---------------------------------------------------------------------|
 DE8335| PID    Reference Object                     Distance      Geod. Az  |
 DE8335|                                                           dddmmss.s |
 DE8335| DE8336 1111 B                              APPROX. 1.2 KM 0151359.3 |
 DE8335|---------------------------------------------------------------------|
 DE8335
 DE8335                          SUPERSEDED SURVEY CONTROL
 DE8335
 DE8335  NAD 83(1996)-  46 50 56.63192(N)    094 20 51.48159(W) AD(       ) 1
 DE8335  ELLIP H (10/21/02)  378.932  (m)                       GP(       ) 3 2
 DE8335  NAVD 88 (10/21/02)  407.01   (m)         1335.3    (f) LEVELING    3  
 DE8335
 DE8335.Superseded values are not recommended for survey control.
 DE8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8335.See file dsdata.txt to determine how the superseded data were derived.
 DE8335
 DE8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9725789273(NAD 83)
 DE8335
 DE8335_MARKER: DD = SURVEY DISK
 DE8335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8335_STAMPING: 1111 A 1999
 DE8335_MARK LOGO: MNDT  
 DE8335_PROJECTION: RECESSED 3 CENTIMETERS
 DE8335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8335+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8335_ROD/PIPE-DEPTH: 25.9 meters
 DE8335
 DE8335  HISTORY     - Date     Condition        Report By
 DE8335  HISTORY     - 1999     MONUMENTED       MNDT
 DE8335  HISTORY     - 19991004 GOOD             MNDT
 DE8335
 DE8335                          STATION DESCRIPTION
 DE8335
 DE8335'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8335'10 MI (16.1 KM) NNE OF PINE RIVER, 11.5 MI (18.5 KM) EAST AND NORTH
 DE8335'ALONG TH 84 FROM JCT O F TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8335'11.50, 123.0 FT (37.5 M) SE OF TH 84, 0.2 MI (0.3 KM) EASTOF TH 87,
 DE8335'35.0 FT (10.7 M) SOUTH CO RD 49, 99.4 FT (30.3 M) ENE OF C ABLE
 DE8335'PEDESTAL, 89.9 FT (27.4 M) WNW OF R/W POST, 2.3 FT (0.7 M) NORTH OF
 DE8335'WIT POST.
 DE8335
 DE8335                          STATION RECOVERY (1999)
 DE8335
 DE8335'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8335'10 MI (16.1 KM) NNE OF PINE RIVER, 11.5 MI (18.5 KM) EAST AND NORTH
 DE8335'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8335'11.50, 123.0 FT (37.5 M) SE OF TH 84, 0.2 MI (0.3 KM) EAST OF TH 87,
 DE8335'35.0 FT (10.7 M) SOUTH CO RD 49, 99.4 FT (30.3 M) ENE OF CABLE
 DE8335'PEDESTAL, 89.9 FT (27.4 M) WNW OF R/W SIGN POST, 2.3 FT (0.7 M) NORTH
 DE8335'OF WIT POST, MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8336 ***********************************************************************
 DE8336  DESIGNATION -  1111 B
 DE8336  PID         -  DE8336
 DE8336  STATE/COUNTY-  MN/CASS
 DE8336  COUNTRY     -  US
 DE8336  USGS QUAD   -  LAKE ADA (1980)
 DE8336
 DE8336                         *CURRENT SURVEY CONTROL
 DE8336  ______________________________________________________________________
 DE8336* NAD 83(2007) POSITION- 46 51 35.55559(N) 094 20 36.02910(W)   ADJUSTED  
 DE8336* NAD 83(2007) ELLIP HT-   381.566 (meters)        (02/10/07)   ADJUSTED
 DE8336* NAD 83(2007) EPOCH   -  2002.00
 DE8336* NAVD 88 ORTHO HEIGHT -   409.641  (meters)    1343.96  (feet) ADJUSTED  
 DE8336  ______________________________________________________________________
 DE8336  NAD 83(2007) X  -   -330,902.451 (meters)                     COMP
 DE8336  NAD 83(2007) Y  - -4,356,780.102 (meters)                     COMP
 DE8336  NAD 83(2007) Z  -  4,631,405.495 (meters)                     COMP
 DE8336  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC09
 DE8336  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DE8336  DYNAMIC HEIGHT  -        409.661 (meters)     1344.03  (feet) COMP
 DE8336  MODELED GRAVITY -    980,649.5   (mgal)                       NAVD 88
 DE8336
 DE8336  VERT ORDER      -  SECOND    CLASS I
 DE8336
 DE8336  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8336  Type                                         Horiz  Ellip  Dist(km)
 DE8336  -------------------------------------------------------------------
 DE8336  NETWORK                                       0.65   0.67
 DE8336  -------------------------------------------------------------------
 DE8336  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.38   0.43      1.64
 DE8336  -------------------------------------------------------------------
 DE8336  NOTE: Click here for information on individual local accuracy
 DE8336  values and other accuracy information.
 DE8336
 DE8336
 DE8336.The horizontal coordinates were established by GPS observations
 DE8336.and adjusted by the National Geodetic Survey in February 2007.
 DE8336
 DE8336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8336.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8336
 DE8336.The horizontal coordinates are valid at the epoch date displayed above
 DE8336.which is a decimal equivalence of Year/Month/Day.
 DE8336
 DE8336.The orthometric height was determined by differential leveling and
 DE8336.adjusted in August 2004.
 DE8336
 DE8336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8336
 DE8336.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8336
 DE8336.The ellipsoidal height was determined by GPS observations
 DE8336.and is referenced to NAD 83.
 DE8336
 DE8336.The dynamic height is computed by dividing the NAVD 88
 DE8336.geopotential number by the normal gravity value computed on the
 DE8336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8336.degrees latitude (g = 980.6199 gals.).
 DE8336
 DE8336.The modeled gravity was interpolated from observed gravity values.
 DE8336
 DE8336. The following values were computed from the NAD 83(2007) position.
 DE8336
 DE8336;                    North         East     Units Scale Factor Converg.
 DE8336;SPC MN C     -   306,727.369   792,882.545   MT  0.99996400   -0 04 03.1
 DE8336;SPC MN C     - 1,006,321.38  2,601,315.48   sFT  0.99996400   -0 04 03.1
 DE8336;UTM  15      - 5,190,468.849   397,605.594   MT  0.99972886   -0 58 49.1
 DE8336
 DE8336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8336!SPC MN C     -   0.99994019  x   0.99996400  =   0.99990419
 DE8336!UTM  15      -   0.99994019  x   0.99972886  =   0.99966907
 DE8336
 DE8336:                Primary Azimuth Mark                     Grid Az
 DE8336:SPC MN C     -  1111 A                                   195 18 13.7
 DE8336:UTM  15      -  1111 A                                   196 12 59.7
 DE8336
 DE8336|---------------------------------------------------------------------|
 DE8336| PID    Reference Object                     Distance      Geod. Az  |
 DE8336|                                                           dddmmss.s |
 DE8336| DE8335 1111 A                              APPROX. 1.2 KM 1951410.6 |
 DE8336|---------------------------------------------------------------------|
 DE8336
 DE8336                          SUPERSEDED SURVEY CONTROL
 DE8336
 DE8336  NAD 83(1996)-  46 51 35.55544(N)    094 20 36.02903(W) AD(       ) 1
 DE8336  ELLIP H (10/21/02)  381.579  (m)                       GP(       ) 3 2
 DE8336  NAVD 88 (10/21/02)  409.65   (m)         1344.0    (f) LEVELING    3  
 DE8336
 DE8336.Superseded values are not recommended for survey control.
 DE8336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8336.See file dsdata.txt to determine how the superseded data were derived.
 DE8336
 DE8336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9760590468(NAD 83)
 DE8336
 DE8336_MARKER: DD = SURVEY DISK
 DE8336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8336_STAMPING: 1111 B 1999
 DE8336_MARK LOGO: MNDT  
 DE8336_PROJECTION: RECESSED 3 CENTIMETERS
 DE8336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8336+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8336_ROD/PIPE-DEPTH: 25.9 meters
 DE8336
 DE8336  HISTORY     - Date     Condition        Report By
 DE8336  HISTORY     - 1999     MONUMENTED       MNDT
 DE8336  HISTORY     - 19991004 GOOD             MNDT
 DE8336
 DE8336                          STATION DESCRIPTION
 DE8336
 DE8336'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8336'9.5 MI (15.3 KM) NNE OF PINE RIVER, 12.4 MI (20.0 KM) EAST AND NORTH
 DE8336'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8336'12.40, 35.0 FT (10.7 M) SOUTH O F TH 84, 16.0 FTWEST OF EAST LEG OF
 DE8336'PONTO LAKE TOWN HALL SIGN, 90.  5 FT (1.5 M) WEST OF P-POLE, 103.7
 DE8336'FTSW OF P-POLE WITH TRANSFORMER, 65.0 FT (19.8 M) E AST OF GRAVEL ENT
 DE8336'TO PONTO LAKE TOWNHALL, 98.9 FT (30.1 M) NW OF NW COR OF PONTO LAKE
 DE8336'TOWN HALL, 2.9 FT (0.9 M) WEST OF WIT POST.
 DE8336
 DE8336                          STATION RECOVERY (1999)
 DE8336
 DE8336'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8336'9.5 MI (15.3 KM) NNE OF PINE RIVER, 12.4 MI (20.0 KM) EAST AND NORTH
 DE8336'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8336'12.40, 35.0 FT (10.7 M) SOUTH OF TH 84, 16.0 FT (4.9 M) WEST OF EAST
 DE8336'LEG OF PONTO LAKE TOWN HALL SIGN, 90.5 FT (27.6 M) WEST OF P-POLE,
 DE8336'103.7 FT (31.6 M) SW OF P-POLE WITH TRANSFORMER, 65.0 FT (19.8 M) EAST
 DE8336'OF GRAVEL ENT TO PONTO LAKE TOWNHALL, 98.9 FT (30.1 M) NW OF NW COR OF
 DE8336'PONTO LAKE TOWN HALL, 2.9 FT (0.9 M) WEST OF WIT POST, MAGNETIC,
 DE8336'RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8337 ***********************************************************************
 DE8337  DESIGNATION -  1111 C
 DE8337  PID         -  DE8337
 DE8337  STATE/COUNTY-  MN/CASS
 DE8337  COUNTRY     -  US
 DE8337  USGS QUAD   -  LAKE ADA (1980)
 DE8337
 DE8337                         *CURRENT SURVEY CONTROL
 DE8337  ______________________________________________________________________
 DE8337* NAD 83(2007) POSITION- 46 52 22.81170(N) 094 19 17.70211(W)   ADJUSTED  
 DE8337* NAD 83(2007) ELLIP HT-   386.050 (meters)        (02/10/07)   ADJUSTED
 DE8337* NAD 83(2007) EPOCH   -  2002.00
 DE8337* NAVD 88 ORTHO HEIGHT -   414.164  (meters)    1358.80  (feet) ADJUSTED  
 DE8337  ______________________________________________________________________
 DE8337  NAD 83(2007) X  -   -329,167.964 (meters)                     COMP
 DE8337  NAD 83(2007) Y  - -4,355,846.544 (meters)                     COMP
 DE8337  NAD 83(2007) Z  -  4,632,406.534 (meters)                     COMP
 DE8337  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC09
 DE8337  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 DE8337  DYNAMIC HEIGHT  -        414.184 (meters)     1358.87  (feet) COMP
 DE8337  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DE8337
 DE8337  VERT ORDER      -  SECOND    CLASS I
 DE8337
 DE8337  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8337  Type                                         Horiz  Ellip  Dist(km)
 DE8337  -------------------------------------------------------------------
 DE8337  NETWORK                                       0.59   0.57
 DE8337  -------------------------------------------------------------------
 DE8337  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.53   0.49      1.86
 DE8337  -------------------------------------------------------------------
 DE8337  NOTE: Click here for information on individual local accuracy
 DE8337  values and other accuracy information.
 DE8337
 DE8337
 DE8337.The horizontal coordinates were established by GPS observations
 DE8337.and adjusted by the National Geodetic Survey in February 2007.
 DE8337
 DE8337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8337.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8337
 DE8337.The horizontal coordinates are valid at the epoch date displayed above
 DE8337.which is a decimal equivalence of Year/Month/Day.
 DE8337
 DE8337.The orthometric height was determined by differential leveling and
 DE8337.adjusted in August 2004.
 DE8337
 DE8337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8337
 DE8337.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8337
 DE8337.The ellipsoidal height was determined by GPS observations
 DE8337.and is referenced to NAD 83.
 DE8337
 DE8337.The dynamic height is computed by dividing the NAVD 88
 DE8337.geopotential number by the normal gravity value computed on the
 DE8337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8337.degrees latitude (g = 980.6199 gals.).
 DE8337
 DE8337.The modeled gravity was interpolated from observed gravity values.
 DE8337
 DE8337. The following values were computed from the NAD 83(2007) position.
 DE8337
 DE8337;                    North         East     Units Scale Factor Converg.
 DE8337;SPC MN C     -   308,184.862   794,542.912   MT  0.99996613   -0 03 06.4
 DE8337;SPC MN C     - 1,011,103.17  2,606,762.87   sFT  0.99996613   -0 03 06.4
 DE8337;UTM  15      - 5,191,899.365   399,288.569   MT  0.99972466   -0 57 52.7
 DE8337
 DE8337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8337!SPC MN C     -   0.99993949  x   0.99996613  =   0.99990562
 DE8337!UTM  15      -   0.99993949  x   0.99972466  =   0.99966417
 DE8337
 DE8337:                Primary Azimuth Mark                     Grid Az
 DE8337:SPC MN C     -  1111 D                                   001 17 04.5
 DE8337:UTM  15      -  1111 D                                   002 11 50.8
 DE8337
 DE8337|---------------------------------------------------------------------|
 DE8337| PID    Reference Object                     Distance      Geod. Az  |
 DE8337|                                                           dddmmss.s |
 DE8337| DE8338 1111 D                              APPROX. 1.4 KM 0011358.1 |
 DE8337|---------------------------------------------------------------------|
 DE8337
 DE8337                          SUPERSEDED SURVEY CONTROL
 DE8337
 DE8337  NAD 83(1996)-  46 52 22.81155(N)    094 19 17.70205(W) AD(       ) 1
 DE8337  ELLIP H (10/21/02)  386.061  (m)                       GP(       ) 3 2
 DE8337  NAVD 88 (10/21/02)  414.17   (m)         1358.8    (f) LEVELING    3  
 DE8337
 DE8337.Superseded values are not recommended for survey control.
 DE8337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8337.See file dsdata.txt to determine how the superseded data were derived.
 DE8337
 DE8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9928891899(NAD 83)
 DE8337
 DE8337_MARKER: DD = SURVEY DISK
 DE8337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8337_STAMPING: 1111 C 1999
 DE8337_MARK LOGO: MNDT  
 DE8337_PROJECTION: RECESSED 3 CENTIMETERS
 DE8337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8337+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8337_ROD/PIPE-DEPTH: 21.3 meters
 DE8337
 DE8337  HISTORY     - Date     Condition        Report By
 DE8337  HISTORY     - 1999     MONUMENTED       MNDT
 DE8337  HISTORY     - 19991004 GOOD             MNDT
 DE8337
 DE8337                          STATION DESCRIPTION
 DE8337
 DE8337'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8337'11.0 MI (17.7 KM) NNE OF PINE RIVER, 14.2 MI (22.9 KM) EAST AND NORTH
 DE8337'ALONG TH 84 FROM JCT OF TH 84AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8337'14.2, 25.0 FT (7.6 M) WEST OF TH 84, 6.6 FT (2.0 M) SOUTHOF P-POLE,
 DE8337'77.5 FT (23.6 M) NORTH OF EXTENDED CENTERLINE OF DRIVEWAY, 5.8 FT (1.8
 DE8337'M) SOUTH OF WIT POST.
 DE8337
 DE8337                          STATION RECOVERY (1999)
 DE8337
 DE8337'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8337'11.0 MI (17.7 KM) NNE OF PINE RIVER, 14.2 MI (22.9 KM) EAST AND NORTH
 DE8337'ALONG TH 84 FROM JCT OF TH 84 AND TH 371 IN PINE RIVER, AT TH 84 MP
 DE8337'14.2, 25.0 FT (7.6 M) WEST OF TH 84, 6.6 FT (2.0 M) SOUTH OF P-POLE,
 DE8337'77.5 FT (23.6 M) NORTH OF EXTENDED CENTERLINE OF DRIVEWAY, 5.8 FT (1.8
 DE8337'M) SOUTH OF WIT POST, MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8338 ***********************************************************************
 DE8338  DESIGNATION -  1111 D
 DE8338  PID         -  DE8338
 DE8338  STATE/COUNTY-  MN/CASS
 DE8338  COUNTRY     -  US
 DE8338  USGS QUAD   -  WOMAN LAKE (1996)
 DE8338
 DE8338                         *CURRENT SURVEY CONTROL
 DE8338  ______________________________________________________________________
 DE8338* NAD 83(2007) POSITION- 46 53 08.90698(N) 094 19 16.25528(W)   ADJUSTED  
 DE8338* NAD 83(2007) ELLIP HT-   385.725 (meters)        (02/10/07)   ADJUSTED
 DE8338* NAD 83(2007) EPOCH   -  2002.00
 DE8338* NAVD 88 ORTHO HEIGHT -   413.857  (meters)    1357.80  (feet) ADJUSTED  
 DE8338  ______________________________________________________________________
 DE8338  NAD 83(2007) X  -   -329,059.104 (meters)                     COMP
 DE8338  NAD 83(2007) Y  - -4,354,812.538 (meters)                     COMP
 DE8338  NAD 83(2007) Z  -  4,633,379.320 (meters)                     COMP
 DE8338  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DE8338  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 DE8338  DYNAMIC HEIGHT  -        413.877 (meters)     1357.86  (feet) COMP
 DE8338  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DE8338
 DE8338  VERT ORDER      -  SECOND    CLASS I
 DE8338
 DE8338  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8338  Type                                         Horiz  Ellip  Dist(km)
 DE8338  -------------------------------------------------------------------
 DE8338  NETWORK                                       0.70   0.71
 DE8338  -------------------------------------------------------------------
 DE8338  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.55      2.25
 DE8338  -------------------------------------------------------------------
 DE8338  NOTE: Click here for information on individual local accuracy
 DE8338  values and other accuracy information.
 DE8338
 DE8338
 DE8338.The horizontal coordinates were established by GPS observations
 DE8338.and adjusted by the National Geodetic Survey in February 2007.
 DE8338
 DE8338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8338.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8338
 DE8338.The horizontal coordinates are valid at the epoch date displayed above
 DE8338.which is a decimal equivalence of Year/Month/Day.
 DE8338
 DE8338.The orthometric height was determined by differential leveling and
 DE8338.adjusted in August 2004.
 DE8338
 DE8338.Photographs are available for this station.
 DE8338
 DE8338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8338
 DE8338.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8338
 DE8338.The ellipsoidal height was determined by GPS observations
 DE8338.and is referenced to NAD 83.
 DE8338
 DE8338.The dynamic height is computed by dividing the NAVD 88
 DE8338.geopotential number by the normal gravity value computed on the
 DE8338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8338.degrees latitude (g = 980.6199 gals.).
 DE8338
 DE8338.The modeled gravity was interpolated from observed gravity values.
 DE8338
 DE8338. The following values were computed from the NAD 83(2007) position.
 DE8338
 DE8338;                    North         East     Units Scale Factor Converg.
 DE8338;SPC MN C     -   309,608.216   794,574.829   MT  0.99996825   -0 03 05.4
 DE8338;SPC MN C     - 1,015,772.96  2,606,867.58   sFT  0.99996825   -0 03 05.4
 DE8338;UTM  15      - 5,193,321.684   399,343.147   MT  0.99972453   -0 57 52.3
 DE8338
 DE8338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8338!SPC MN C     -   0.99993954  x   0.99996825  =   0.99990779
 DE8338!UTM  15      -   0.99993954  x   0.99972453  =   0.99966409
 DE8338
 DE8338:                Primary Azimuth Mark                     Grid Az
 DE8338:SPC MN C     -  1111 E                                   054 26 50.8
 DE8338:UTM  15      -  1111 E                                   055 21 37.7
 DE8338
 DE8338|---------------------------------------------------------------------|
 DE8338| PID    Reference Object                     Distance      Geod. Az  |
 DE8338|                                                           dddmmss.s |
 DE8338| DE8339 1111 E                              APPROX. 1.1 KM 0542345.4 |
 DE8338|---------------------------------------------------------------------|
 DE8338
 DE8338                          SUPERSEDED SURVEY CONTROL
 DE8338
 DE8338  NAD 83(1996)-  46 53 08.90683(N)    094 19 16.25522(W) AD(       ) 1
 DE8338  ELLIP H (10/21/02)  385.734  (m)                       GP(       ) 3 2
 DE8338  NAVD 88 (10/21/02)  413.87   (m)         1357.8    (f) LEVELING    3  
 DE8338
 DE8338.Superseded values are not recommended for survey control.
 DE8338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8338.See file dsdata.txt to determine how the superseded data were derived.
 DE8338
 DE8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9934393321(NAD 83)
 DE8338
 DE8338_MARKER: DD = SURVEY DISK
 DE8338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8338_STAMPING: 1111 D 1999
 DE8338_MARK LOGO: MNDT  
 DE8338_PROJECTION: RECESSED 3 CENTIMETERS
 DE8338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8338+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DE8338_ROD/PIPE-DEPTH: 21.3 meters
 DE8338
 DE8338  HISTORY     - Date     Condition        Report By
 DE8338  HISTORY     - 1999     MONUMENTED       MNDT
 DE8338  HISTORY     - 19991004 GOOD             MNDT
 DE8338  HISTORY     - 20070416 GOOD             MNDT
 DE8338
 DE8338                          STATION DESCRIPTION
 DE8338
 DE8338'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8338'9.0 MI (14.5 KM) SW OF LONGVILLE, 10.3 MI (16.6 KM) SW ALONG TH 84
 DE8338'FROM JCT OF TH 84 AND C O RD 5IN LONGVILLE, AT TH 84 MP 15.15, 33.0 FT
 DE8338'(10.1 M) EAST OF TH 84, 0.15 MI (0.24 KM) NORTH OF CO RD46, 5.2 FT
 DE8338'(1.6 M) NE OF FENCE COR POST, 19.0 FT (5.8 M) NORTH OF DRIVEWAY, 14.9
 DE8338'FT (4.5 M) WNW OFP-POLE, 3.1 FT (0.9 M) EAST OF WIT POST.
 DE8338
 DE8338                          STATION RECOVERY (1999)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8338'9.0 MI (14.5 KM) SW OF LONGVILLE, 10.3 MI (16.6 KM) SW ALONG TH 84
 DE8338'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 15.15, 33.0 FT
 DE8338'(10.1 M) EAST OF TH 84, 0.15 MI (0.24 KM) NORTH OF CO RD 46, 5.2 FT
 DE8338'(1.6 M) NE OF FENCE COR POST, 19.0 FT (5.8 M) NORTH OF DRIVEWAY, 14.9
 DE8338'FT (4.5 M) WNW OF P-POLE, 3.1 FT (0.9 M) EAST OF WIT POST, MAGNETIC,
 DE8338'RECESSED 1 IN.
 DE8338
 DE8338                          STATION RECOVERY (2007)
 DE8338
 DE8338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DE8338'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8339 ***********************************************************************
 DE8339  DESIGNATION -  1111 E
 DE8339  PID         -  DE8339
 DE8339  STATE/COUNTY-  MN/CASS
 DE8339  COUNTRY     -  US
 DE8339  USGS QUAD   -  WOMAN LAKE (1996)
 DE8339
 DE8339                         *CURRENT SURVEY CONTROL
 DE8339  ______________________________________________________________________
 DE8339* NAD 83(2007) POSITION- 46 53 30.44230(N) 094 18 32.37829(W)   ADJUSTED  
 DE8339* NAD 83(2007) ELLIP HT-   385.287 (meters)        (02/10/07)   ADJUSTED
 DE8339* NAD 83(2007) EPOCH   -  2002.00
 DE8339* NAVD 88 ORTHO HEIGHT -   413.431  (meters)    1356.40  (feet) ADJUSTED  
 DE8339  ______________________________________________________________________
 DE8339  NAD 83(2007) X  -   -328,096.232 (meters)                     COMP
 DE8339  NAD 83(2007) Y  - -4,354,398.002 (meters)                     COMP
 DE8339  NAD 83(2007) Z  -  4,633,833.510 (meters)                     COMP
 DE8339  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC09
 DE8339  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 DE8339  DYNAMIC HEIGHT  -        413.451 (meters)     1356.46  (feet) COMP
 DE8339  MODELED GRAVITY -    980,650.1   (mgal)                       NAVD 88
 DE8339
 DE8339  VERT ORDER      -  SECOND    CLASS I
 DE8339
 DE8339  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8339  Type                                         Horiz  Ellip  Dist(km)
 DE8339  -------------------------------------------------------------------
 DE8339  NETWORK                                       0.71   0.71
 DE8339  -------------------------------------------------------------------
 DE8339  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.57      1.80
 DE8339  -------------------------------------------------------------------
 DE8339  NOTE: Click here for information on individual local accuracy
 DE8339  values and other accuracy information.
 DE8339
 DE8339
 DE8339.The horizontal coordinates were established by GPS observations
 DE8339.and adjusted by the National Geodetic Survey in February 2007.
 DE8339
 DE8339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8339.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8339
 DE8339.The horizontal coordinates are valid at the epoch date displayed above
 DE8339.which is a decimal equivalence of Year/Month/Day.
 DE8339
 DE8339.The orthometric height was determined by differential leveling and
 DE8339.adjusted in August 2004.
 DE8339
 DE8339.Photographs are available for this station.
 DE8339
 DE8339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8339
 DE8339.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8339
 DE8339.The ellipsoidal height was determined by GPS observations
 DE8339.and is referenced to NAD 83.
 DE8339
 DE8339.The dynamic height is computed by dividing the NAVD 88
 DE8339.geopotential number by the normal gravity value computed on the
 DE8339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8339.degrees latitude (g = 980.6199 gals.).
 DE8339
 DE8339.The modeled gravity was interpolated from observed gravity values.
 DE8339
 DE8339. The following values were computed from the NAD 83(2007) position.
 DE8339
 DE8339;                    North         East     Units Scale Factor Converg.
 DE8339;SPC MN C     -   310,272.446   795,504.243   MT  0.99996926   -0 02 33.6
 DE8339;SPC MN C     - 1,017,952.18  2,609,916.84   sFT  0.99996926   -0 02 33.6
 DE8339;UTM  15      - 5,193,970.861   400,282.796   MT  0.99972221   -0 57 20.6
 DE8339
 DE8339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8339!SPC MN C     -   0.99993961  x   0.99996926  =   0.99990887
 DE8339!UTM  15      -   0.99993961  x   0.99972221  =   0.99966184
 DE8339
 DE8339:                Primary Azimuth Mark                     Grid Az
 DE8339:SPC MN C     -  1111 D                                   234 26 51.0
 DE8339:UTM  15      -  1111 D                                   235 21 38.0
 DE8339
 DE8339|---------------------------------------------------------------------|
 DE8339| PID    Reference Object                     Distance      Geod. Az  |
 DE8339|                                                           dddmmss.s |
 DE8339| DE8338 1111 D                              APPROX. 1.1 KM 2342417.4 |
 DE8339|---------------------------------------------------------------------|
 DE8339
 DE8339                          SUPERSEDED SURVEY CONTROL
 DE8339
 DE8339  NAD 83(1996)-  46 53 30.44216(N)    094 18 32.37824(W) AD(       ) 1
 DE8339  ELLIP H (10/21/02)  385.296  (m)                       GP(       ) 3 2
 DE8339  NAVD 88 (10/21/02)  413.44   (m)         1356.4    (f) LEVELING    3  
 DE8339
 DE8339.Superseded values are not recommended for survey control.
 DE8339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8339.See file dsdata.txt to determine how the superseded data were derived.
 DE8339
 DE8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0028293970(NAD 83)
 DE8339
 DE8339_MARKER: DD = SURVEY DISK
 DE8339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8339_STAMPING: 1111 E 1999
 DE8339_MARK LOGO: MNDT  
 DE8339_PROJECTION: FLUSH
 DE8339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8339+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 DE8339_ROD/PIPE-DEPTH: 16.8 meters
 DE8339
 DE8339  HISTORY     - Date     Condition        Report By
 DE8339  HISTORY     - 1999     MONUMENTED       MNDT
 DE8339  HISTORY     - 19991004 GOOD             MNDT
 DE8339  HISTORY     - 20070416 GOOD             MNDT
 DE8339
 DE8339                          STATION DESCRIPTION
 DE8339
 DE8339'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8339'8.5 MI (13.7 KM) SW OF LONGVILLE, 9.35 MI (15.05 KM) SW ALONG TH 84
 DE8339'FROM JCT OF TH 84 AND C O RD 5 INLONGVILLE, AT TH 84 MP 16.10, 31.5 FT
 DE8339'(9.6 M) NORTH OF TH 84, 2.0 FT (0.6 M) SOUTH OF FENCE,43.8 FT EAST OF
 DE8339'P-POLE, 3.1 FT (0.9 M) WEST OF WIT POST.
 DE8339
 DE8339                          STATION RECOVERY (1999)
 DE8339
 DE8339'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8339'8.5 MI (13.7 KM) SW OF LONGVILLE, 9.35 MI (15.05 KM) SW ALONG TH 84
 DE8339'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 16.10, 31.5 FT
 DE8339'(9.6 M) NORTH OF TH 84, 2.0 FT (0.6 M) SOUTH OF FENCE, 43.8 FT (13.4
 DE8339'M) EAST OF P-POLE, 3.1 FT (0.9 M) WEST OF WIT POST, MAGNETIC, FLUSH.
 DE8339
 DE8339                          STATION RECOVERY (2007)
 DE8339
 DE8339'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DE8339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5435 ***********************************************************************
 DM5435  DESIGNATION -  1111 E 1
 DM5435  PID         -  DM5435
 DM5435  STATE/COUNTY-  MN/CASS
 DM5435  COUNTRY     -  US
 DM5435  USGS QUAD   -  WOMAN LAKE (1996)
 DM5435
 DM5435                         *CURRENT SURVEY CONTROL
 DM5435  ______________________________________________________________________
 DM5435* NAD 83(1986) POSITION- 46 53 33.     (N) 094 15 22.     (W)   SCALED    
 DM5435* NAVD 88 ORTHO HEIGHT -   408.272  (meters)    1339.47  (feet) ADJUSTED  
 DM5435  ______________________________________________________________________
 DM5435  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DM5435  DYNAMIC HEIGHT  -        408.289 (meters)     1339.53  (feet) COMP
 DM5435  MODELED GRAVITY -    980,644.7   (mgal)                       NAVD 88
 DM5435
 DM5435  VERT ORDER      -  SECOND    CLASS I
 DM5435
 DM5435.The horizontal coordinates were scaled from a topographic map and have
 DM5435.an estimated accuracy of +/- 6 seconds.
 DM5435.
 DM5435.The orthometric height was determined by differential leveling and
 DM5435.adjusted in March 2011.
 DM5435
 DM5435.No vertical observational check was made to the station.
 DM5435
 DM5435.The dynamic height is computed by dividing the NAVD 88
 DM5435.geopotential number by the normal gravity value computed on the
 DM5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5435.degrees latitude (g = 980.6199 gals.).
 DM5435
 DM5435.The modeled gravity was interpolated from observed gravity values.
 DM5435
 DM5435;                    North         East    Units  Estimated Accuracy
 DM5435;SPC MN C     -   310,350.      799,530.      MT  (+/- 180 meters Scaled)
 DM5435
 DM5435                          SUPERSEDED SURVEY CONTROL
 DM5435
 DM5435.No superseded survey control is available for this station.
 DM5435
 DM5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM043939(NAD 83)
 DM5435
 DM5435_MARKER: DD = SURVEY DISK
 DM5435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5435_STAMPING: 1111 E 1 2007
 DM5435_MARK LOGO: MNDT  
 DM5435_PROJECTION: FLUSH
 DM5435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5435+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5435_ROD/PIPE-DEPTH: 15.2 meters
 DM5435
 DM5435  HISTORY     - Date     Condition        Report By
 DM5435  HISTORY     - 2007     MONUMENTED       MNDT
 DM5435
 DM5435                          STATION DESCRIPTION
 DM5435
 DM5435'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5435'THE MARK IS 6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 1.8 MI (2.9 KM) EAST
 DM5435'ALONG COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK
 DM5435'HIGHWAY 84 (TRUNK HIGHWAY 84 MILE POINT 16.8).
 DM5435' 
 DM5435'IT IS 57.0 FT (17.4 M) NORTH OF COUNTY ROAD 47, 108.0 FT (32.9 M) WEST
 DM5435'OF COUNTY ROAD 120, 56.3 FT (17.2 M) WEST OF POWER POLE, 1.5 FT (0.5
 DM5435'M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5436 ***********************************************************************
 DM5436  DESIGNATION -  1111 E 2
 DM5436  PID         -  DM5436
 DM5436  STATE/COUNTY-  MN/CASS
 DM5436  COUNTRY     -  US
 DM5436  USGS QUAD   -  LONGVILLE (1996)
 DM5436
 DM5436                         *CURRENT SURVEY CONTROL
 DM5436  ______________________________________________________________________
 DM5436* NAD 83(1986) POSITION- 46 53 30.     (N) 094 13 40.     (W)   SCALED    
 DM5436* NAVD 88 ORTHO HEIGHT -   406.822  (meters)    1334.72  (feet) ADJUSTED  
 DM5436  ______________________________________________________________________
 DM5436  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 DM5436  DYNAMIC HEIGHT  -        406.838 (meters)     1334.77  (feet) COMP
 DM5436  MODELED GRAVITY -    980,642.2   (mgal)                       NAVD 88
 DM5436
 DM5436  VERT ORDER      -  SECOND    CLASS I
 DM5436
 DM5436.The horizontal coordinates were scaled from a topographic map and have
 DM5436.an estimated accuracy of +/- 6 seconds.
 DM5436.
 DM5436.The orthometric height was determined by differential leveling and
 DM5436.adjusted in March 2011.
 DM5436
 DM5436.No vertical observational check was made to the station.
 DM5436
 DM5436.The dynamic height is computed by dividing the NAVD 88
 DM5436.geopotential number by the normal gravity value computed on the
 DM5436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5436.degrees latitude (g = 980.6199 gals.).
 DM5436
 DM5436.The modeled gravity was interpolated from observed gravity values.
 DM5436
 DM5436;                    North         East    Units  Estimated Accuracy
 DM5436;SPC MN C     -   310,260.      801,690.      MT  (+/- 180 meters Scaled)
 DM5436
 DM5436                          SUPERSEDED SURVEY CONTROL
 DM5436
 DM5436.No superseded survey control is available for this station.
 DM5436
 DM5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM064938(NAD 83)
 DM5436
 DM5436_MARKER: DD = SURVEY DISK
 DM5436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5436_STAMPING: 1111 E 2 2007
 DM5436_MARK LOGO: MNDT  
 DM5436_PROJECTION: FLUSH
 DM5436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5436+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DM5436_ROD/PIPE-DEPTH: 10.7 meters
 DM5436
 DM5436  HISTORY     - Date     Condition        Report By
 DM5436  HISTORY     - 20070512 MONUMENTED       MNDT
 DM5436
 DM5436                          STATION DESCRIPTION
 DM5436
 DM5436'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5436'THE STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) EAST OF HACKENSACK,
 DM5436'12.7 MI (20.4 KM) SOUTH-SOUTHEAST OF WHIPHOLT AND 6.6 MI (10.6 KM)
 DM5436'SOUTH OF LONGVILLE.
 DM5436' 
 DM5436'TO REACH TO THE MARK GO 6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 3.3 MI
 DM5436'(5.3 KM) EAST ALONG COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47
 DM5436'AND TRUNK HIGHWAY 84 (TRUNK HIGHWAY 84 MILE POINT 16.8), 44.0 FT (13.4
 DM5436'M) NORTH OF COUNTY ROAD 47, 13.0 FT (4.0 M) EAST OF ENTRANCE, 2.0 FT
 DM5436'(0.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5437 ***********************************************************************
 DM5437  DESIGNATION -  1111 E 3
 DM5437  PID         -  DM5437
 DM5437  STATE/COUNTY-  MN/CASS
 DM5437  COUNTRY     -  US
 DM5437  USGS QUAD   -  LONGVILLE (1996)
 DM5437
 DM5437                         *CURRENT SURVEY CONTROL
 DM5437  ______________________________________________________________________
 DM5437* NAD 83(1986) POSITION- 46 52 41.     (N) 094 12 54.     (W)   SCALED    
 DM5437* NAVD 88 ORTHO HEIGHT -   410.071  (meters)    1345.37  (feet) ADJUSTED  
 DM5437  ______________________________________________________________________
 DM5437  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 DM5437  DYNAMIC HEIGHT  -        410.087 (meters)     1345.43  (feet) COMP
 DM5437  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 DM5437
 DM5437  VERT ORDER      -  SECOND    CLASS I
 DM5437
 DM5437.The horizontal coordinates were scaled from a topographic map and have
 DM5437.an estimated accuracy of +/- 6 seconds.
 DM5437.
 DM5437.The orthometric height was determined by differential leveling and
 DM5437.adjusted in March 2011.
 DM5437
 DM5437.No vertical observational check was made to the station.
 DM5437
 DM5437.The dynamic height is computed by dividing the NAVD 88
 DM5437.geopotential number by the normal gravity value computed on the
 DM5437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5437.degrees latitude (g = 980.6199 gals.).
 DM5437
 DM5437.The modeled gravity was interpolated from observed gravity values.
 DM5437
 DM5437;                    North         East    Units  Estimated Accuracy
 DM5437;SPC MN C     -   308,750.      802,670.      MT  (+/- 180 meters Scaled)
 DM5437
 DM5437                          SUPERSEDED SURVEY CONTROL
 DM5437
 DM5437.No superseded survey control is available for this station.
 DM5437
 DM5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM074923(NAD 83)
 DM5437
 DM5437_MARKER: DD = SURVEY DISK
 DM5437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5437_STAMPING: 1111 E 3 2007
 DM5437_MARK LOGO: MNDT  
 DM5437_PROJECTION: FLUSH
 DM5437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5437+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM5437_ROD/PIPE-DEPTH: 16.8 meters
 DM5437
 DM5437  HISTORY     - Date     Condition        Report By
 DM5437  HISTORY     - 2007     MONUMENTED       MNDT
 DM5437
 DM5437                          STATION DESCRIPTION
 DM5437
 DM5437'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5437'THE MAKR IS 6.0 MI (9.7 KM) SOUTH OF LONGVILLE, 3.9 MI (6.3 KM) EAST
 DM5437'ALONG COUNTY ROAD 47 FROM THE JUNCTION OF COUNTY ROAD 47 AND TRUNK
 DM5437'HIGHWAY 84 (TRUNK HIGHWAY 84 MILE POINT 16.8), THENCE 0.9 MI (1.4 KM)
 DM5437'SOUTH ON COUNTY ROAD 174.
 DM5437' 
 DM5437'IT IS 24.0 FT (7.3 M) EAST OF COUNTY ROAD 174, 101.0 FT (30.8 M) SOUTH
 DM5437'OF POWER POLE WITH GUY WIRE PLUS TRANSFORMER NUMBER 10 AND TELEPHONE
 DM5437'PEDESTAL NUMBER 05 1000 34, 55.0 FT (16.8 M) SOUTH OF EXTENDED
 DM5437'DRIVEWAY NUMBER 02061, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8340 ***********************************************************************
 DE8340  DESIGNATION -  1111 F
 DE8340  PID         -  DE8340
 DE8340  STATE/COUNTY-  MN/CASS
 DE8340  COUNTRY     -  US
 DE8340  USGS QUAD   -  WOMAN LAKE (1996)
 DE8340
 DE8340                         *CURRENT SURVEY CONTROL
 DE8340  ______________________________________________________________________
 DE8340* NAD 83(2007) POSITION- 46 54 18.64530(N) 094 17 02.28550(W)   ADJUSTED  
 DE8340* NAD 83(2007) ELLIP HT-   381.497 (meters)        (02/10/07)   ADJUSTED
 DE8340* NAD 83(2007) EPOCH   -  2002.00
 DE8340* NAVD 88 ORTHO HEIGHT -   409.698  (meters)    1344.15  (feet) ADJUSTED  
 DE8340  ______________________________________________________________________
 DE8340  NAD 83(2007) X  -   -326,112.893 (meters)                     COMP
 DE8340  NAD 83(2007) Y  - -4,353,454.448 (meters)                     COMP
 DE8340  NAD 83(2007) Z  -  4,634,847.900 (meters)                     COMP
 DE8340  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC09
 DE8340  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DE8340  DYNAMIC HEIGHT  -        409.717 (meters)     1344.21  (feet) COMP
 DE8340  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DE8340
 DE8340  VERT ORDER      -  SECOND    CLASS I
 DE8340
 DE8340  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8340  Type                                         Horiz  Ellip  Dist(km)
 DE8340  -------------------------------------------------------------------
 DE8340  NETWORK                                       0.89   0.82
 DE8340  -------------------------------------------------------------------
 DE8340  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.77   0.65      1.49
 DE8340  -------------------------------------------------------------------
 DE8340  NOTE: Click here for information on individual local accuracy
 DE8340  values and other accuracy information.
 DE8340
 DE8340
 DE8340.The horizontal coordinates were established by GPS observations
 DE8340.and adjusted by the National Geodetic Survey in February 2007.
 DE8340
 DE8340.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8340.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8340
 DE8340.The horizontal coordinates are valid at the epoch date displayed above
 DE8340.which is a decimal equivalence of Year/Month/Day.
 DE8340
 DE8340.The orthometric height was determined by differential leveling and
 DE8340.adjusted in August 2004.
 DE8340
 DE8340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8340
 DE8340.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8340
 DE8340.The ellipsoidal height was determined by GPS observations
 DE8340.and is referenced to NAD 83.
 DE8340
 DE8340.The dynamic height is computed by dividing the NAVD 88
 DE8340.geopotential number by the normal gravity value computed on the
 DE8340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8340.degrees latitude (g = 980.6199 gals.).
 DE8340
 DE8340.The modeled gravity was interpolated from observed gravity values.
 DE8340
 DE8340. The following values were computed from the NAD 83(2007) position.
 DE8340
 DE8340;                    North         East     Units Scale Factor Converg.
 DE8340;SPC MN C     -   311,759.803   797,412.022   MT  0.99997157   -0 01 28.5
 DE8340;SPC MN C     - 1,022,831.95  2,616,175.94   sFT  0.99997157   -0 01 28.5
 DE8340;UTM  15      - 5,195,427.262   402,213.551   MT  0.99971753   -0 56 15.6
 DE8340
 DE8340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8340!SPC MN C     -   0.99994020  x   0.99997157  =   0.99991177
 DE8340!UTM  15      -   0.99994020  x   0.99971753  =   0.99965775
 DE8340
 DE8340                          SUPERSEDED SURVEY CONTROL
 DE8340
 DE8340  NAD 83(1996)-  46 54 18.64517(N)    094 17 02.28541(W) AD(       ) 1
 DE8340  ELLIP H (10/21/02)  381.504  (m)                       GP(       ) 3 2
 DE8340  NAVD 88 (10/21/02)  409.70   (m)         1344.2    (f) LEVELING    3  
 DE8340
 DE8340.Superseded values are not recommended for survey control.
 DE8340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8340.See file dsdata.txt to determine how the superseded data were derived.
 DE8340
 DE8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0221395427(NAD 83)
 DE8340
 DE8340_MARKER: DD = SURVEY DISK
 DE8340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8340_STAMPING: 1111 F 1999
 DE8340_MARK LOGO: MNDT  
 DE8340_PROJECTION: RECESSED 3 CENTIMETERS
 DE8340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8340+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8340_ROD/PIPE-DEPTH:  7.6 meters
 DE8340
 DE8340  HISTORY     - Date     Condition        Report By
 DE8340  HISTORY     - 1999     MONUMENTED       MNDT
 DE8340  HISTORY     - 19991004 GOOD             MNDT
 DE8340
 DE8340                          STATION DESCRIPTION
 DE8340
 DE8340'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8340'6.5 MI (10.5 KM) SW OF LONGVILLE, 7.35 MI (11.83 KM) SW ALONG TH 84
 DE8340'FROM JCT OF TH 84 AND C O RD 5 INLONGVILLE, AT TH 84 MP 18.10, 34.0 FT
 DE8340'(10.4 M) WEST OF TH 84, 18.1 FT (5.5 M) NNE P-POLE, 89.5FT SSW OF TEL
 DE8340'PEDESTAL, OPPOSITE CORRAL LIQUOR STO RE, 50.0 FT (15.2 M) SOUTH OF
 DE8340'EXTENDEDCENTERLINE OF NORTH ENT TO CORRAL LIQUOR STORE, 2.5 FT (0.8 M)
 DE8340'NORTH OF WIT POST.
 DE8340
 DE8340                          STATION RECOVERY (1999)
 DE8340
 DE8340'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8340'6.5 MI (10.5 KM) SW OF LONGVILLE, 7.35 MI (11.83 KM) SW ALONG TH 84
 DE8340'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 18.10, 34.0 FT
 DE8340'(10.4 M) WEST OF TH 84, 18.1 FT (5.5 M) NNE P-POLE, 89.5 FT (27.3 M)
 DE8340'SSW OF TEL PEDESTAL, OPPOSITE CORRAL LIQUOR STORE, 50.0 FT (15.2 M)
 DE8340'SOUTH OF EXTENDED CENTERLINE OF NORTH ENT TO CORRAL LIQUOR STORE, 2.5
 DE8340'FT (0.8 M) NORTH OF WIT POST, MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8341 ***********************************************************************
 DE8341  DESIGNATION -  1111 G
 DE8341  PID         -  DE8341
 DE8341  STATE/COUNTY-  MN/CASS
 DE8341  COUNTRY     -  US
 DE8341  USGS QUAD   -  WOMAN LAKE (1996)
 DE8341
 DE8341                         *CURRENT SURVEY CONTROL
 DE8341  ______________________________________________________________________
 DE8341* NAD 83(2007) POSITION- 46 55 34.24363(N) 094 15 33.09417(W)   ADJUSTED  
 DE8341* NAD 83(2007) ELLIP HT-   393.485 (meters)        (02/10/07)   ADJUSTED
 DE8341* NAD 83(2007) EPOCH   -  2002.00
 DE8341* NAVD 88 ORTHO HEIGHT -   421.713  (meters)    1383.57  (feet) ADJUSTED  
 DE8341  ______________________________________________________________________
 DE8341  NAD 83(2007) X  -   -324,104.350 (meters)                     COMP
 DE8341  NAD 83(2007) Y  - -4,351,902.826 (meters)                     COMP
 DE8341  NAD 83(2007) Z  -  4,636,451.389 (meters)                     COMP
 DE8341  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DE8341  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 DE8341  DYNAMIC HEIGHT  -        421.734 (meters)     1383.64  (feet) COMP
 DE8341  MODELED GRAVITY -    980,649.1   (mgal)                       NAVD 88
 DE8341
 DE8341  VERT ORDER      -  SECOND    CLASS I
 DE8341
 DE8341  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8341  Type                                         Horiz  Ellip  Dist(km)
 DE8341  -------------------------------------------------------------------
 DE8341  NETWORK                                       0.88   0.82
 DE8341  -------------------------------------------------------------------
 DE8341  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.86   0.75      2.40
 DE8341  -------------------------------------------------------------------
 DE8341  NOTE: Click here for information on individual local accuracy
 DE8341  values and other accuracy information.
 DE8341
 DE8341
 DE8341.The horizontal coordinates were established by GPS observations
 DE8341.and adjusted by the National Geodetic Survey in February 2007.
 DE8341
 DE8341.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8341.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8341
 DE8341.The horizontal coordinates are valid at the epoch date displayed above
 DE8341.which is a decimal equivalence of Year/Month/Day.
 DE8341
 DE8341.The orthometric height was determined by differential leveling and
 DE8341.adjusted in August 2004.
 DE8341
 DE8341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8341
 DE8341.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8341
 DE8341.The ellipsoidal height was determined by GPS observations
 DE8341.and is referenced to NAD 83.
 DE8341
 DE8341.The dynamic height is computed by dividing the NAVD 88
 DE8341.geopotential number by the normal gravity value computed on the
 DE8341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8341.degrees latitude (g = 980.6199 gals.).
 DE8341
 DE8341.The modeled gravity was interpolated from observed gravity values.
 DE8341
 DE8341. The following values were computed from the NAD 83(2007) position.
 DE8341
 DE8341;                    North         East     Units Scale Factor Converg.
 DE8341;SPC MN C     -   314,093.728   799,299.885   MT  0.99997529   -0 00 23.9
 DE8341;SPC MN C     - 1,030,489.17  2,622,369.71   sFT  0.99997529   -0 00 23.9
 DE8341;UTM  15      - 5,197,730.210   404,137.874   MT  0.99971294   -0 55 11.6
 DE8341
 DE8341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8341!SPC MN C     -   0.99993832  x   0.99997529  =   0.99991362
 DE8341!UTM  15      -   0.99993832  x   0.99971294  =   0.99965128
 DE8341
 DE8341                          SUPERSEDED SURVEY CONTROL
 DE8341
 DE8341  NAD 83(1996)-  46 55 34.24349(N)    094 15 33.09409(W) AD(       ) 1
 DE8341  ELLIP H (10/21/02)  393.492  (m)                       GP(       ) 3 2
 DE8341  NAVD 88 (10/21/02)  421.72   (m)         1383.6    (f) LEVELING    3  
 DE8341
 DE8341.Superseded values are not recommended for survey control.
 DE8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8341.See file dsdata.txt to determine how the superseded data were derived.
 DE8341
 DE8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0413797730(NAD 83)
 DE8341
 DE8341_MARKER: DD = SURVEY DISK
 DE8341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8341_STAMPING: 1111 G 1999
 DE8341_MARK LOGO: MNDT  
 DE8341_PROJECTION: RECESSED 8 CENTIMETERS
 DE8341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8341+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8341_ROD/PIPE-DEPTH: 13.7 meters
 DE8341
 DE8341  HISTORY     - Date     Condition        Report By
 DE8341  HISTORY     - 1999     MONUMENTED       MNDT
 DE8341  HISTORY     - 19991004 GOOD             MNDT
 DE8341
 DE8341                          STATION DESCRIPTION
 DE8341
 DE8341'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8341'4.5 MI (7.2 KM) SW OF LONGVILLE, 5.35 MI (8.61 KM) SW ALONG TH 84 FROM
 DE8341'JCT OF TH 84 AND C O RD 5 INLONGVILLE, AT TH 84 MP 20.20, 30.3 FT (9.2
 DE8341'M) NW OF TH 84, 28.6 FT (8.7 M) S W OF RIDGEVIEW LNNE, 5.5 FT (1.7 M)
 DE8341'WEST OF STREET SIGN POST.  17.2 FT (5.2 M) NE OF P-POLE, 3.7 FT (1.1
 DE8341'M) NW OF WIT POST.
 DE8341
 DE8341                          STATION RECOVERY (1999)
 DE8341
 DE8341'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8341'4.5 MI (7.2 KM) SW OF LONGVILLE, 5.35 MI (8.61 KM) SW ALONG TH 84 FROM
 DE8341'JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 20.20, 30.3 FT (9.2
 DE8341'M) NW OF TH 84, 28.6 FT (8.7 M) SW OF RIDGEVIEW LANE, 5.5 FT (1.7 M)
 DE8341'WEST OF STREET SIGN POST, 17.2 FT (5.2 M) NE OF P-POLE, 3.7 FT (1.1 M)
 DE8341'NW OF WIT POST, MAGNETIC, RECESSED 3 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8342 ***********************************************************************
 DE8342  DESIGNATION -  1111 H
 DE8342  PID         -  DE8342
 DE8342  STATE/COUNTY-  MN/CASS
 DE8342  COUNTRY     -  US
 DE8342  USGS QUAD   -  LONGVILLE (1996)
 DE8342
 DE8342                         *CURRENT SURVEY CONTROL
 DE8342  ______________________________________________________________________
 DE8342* NAD 83(2007) POSITION- 46 56 11.45926(N) 094 14 43.47280(W)   ADJUSTED  
 DE8342* NAD 83(2007) ELLIP HT-   379.431 (meters)        (02/10/07)   ADJUSTED
 DE8342* NAD 83(2007) EPOCH   -  2002.00
 DE8342* NAVD 88 ORTHO HEIGHT -   407.687  (meters)    1337.55  (feet) ADJUSTED  
 DE8342  ______________________________________________________________________
 DE8342  NAD 83(2007) X  -   -322,994.533 (meters)                     COMP
 DE8342  NAD 83(2007) Y  - -4,351,133.795 (meters)                     COMP
 DE8342  NAD 83(2007) Z  -  4,637,225.952 (meters)                     COMP
 DE8342  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC09
 DE8342  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 DE8342  DYNAMIC HEIGHT  -        407.706 (meters)     1337.62  (feet) COMP
 DE8342  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 DE8342
 DE8342  VERT ORDER      -  SECOND    CLASS I
 DE8342
 DE8342  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8342  Type                                         Horiz  Ellip  Dist(km)
 DE8342  -------------------------------------------------------------------
 DE8342  NETWORK                                       0.72   0.74
 DE8342  -------------------------------------------------------------------
 DE8342  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.80   0.77      3.84
 DE8342  -------------------------------------------------------------------
 DE8342  NOTE: Click here for information on individual local accuracy
 DE8342  values and other accuracy information.
 DE8342
 DE8342
 DE8342.The horizontal coordinates were established by GPS observations
 DE8342.and adjusted by the National Geodetic Survey in February 2007.
 DE8342
 DE8342.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8342.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8342
 DE8342.The horizontal coordinates are valid at the epoch date displayed above
 DE8342.which is a decimal equivalence of Year/Month/Day.
 DE8342
 DE8342.The orthometric height was determined by differential leveling and
 DE8342.adjusted in August 2004.
 DE8342
 DE8342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8342
 DE8342.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8342
 DE8342.The ellipsoidal height was determined by GPS observations
 DE8342.and is referenced to NAD 83.
 DE8342
 DE8342.The dynamic height is computed by dividing the NAVD 88
 DE8342.geopotential number by the normal gravity value computed on the
 DE8342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8342.degrees latitude (g = 980.6199 gals.).
 DE8342
 DE8342.The modeled gravity was interpolated from observed gravity values.
 DE8342
 DE8342. The following values were computed from the NAD 83(2007) position.
 DE8342
 DE8342;                    North         East     Units Scale Factor Converg.
 DE8342;SPC MN C     -   315,242.905   800,349.570   MT  0.99997717   +0 00 12.0
 DE8342;SPC MN C     - 1,034,259.43  2,625,813.55   sFT  0.99997717   +0 00 12.0
 DE8342;UTM  15      - 5,198,862.210   405,205.459   MT  0.99971044   -0 54 35.9
 DE8342
 DE8342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8342!SPC MN C     -   0.99994053  x   0.99997717  =   0.99991770
 DE8342!UTM  15      -   0.99994053  x   0.99971044  =   0.99965098
 DE8342
 DE8342                          SUPERSEDED SURVEY CONTROL
 DE8342
 DE8342  NAD 83(1996)-  46 56 11.45915(N)    094 14 43.47269(W) AD(       ) 1
 DE8342  ELLIP H (10/21/02)  379.436  (m)                       GP(       ) 3 2
 DE8342  NAVD 88 (10/21/02)  407.69   (m)         1337.6    (f) LEVELING    3  
 DE8342
 DE8342.Superseded values are not recommended for survey control.
 DE8342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8342.See file dsdata.txt to determine how the superseded data were derived.
 DE8342
 DE8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0520598862(NAD 83)
 DE8342
 DE8342_MARKER: DD = SURVEY DISK
 DE8342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8342_STAMPING: 1111 H 1999
 DE8342_MARK LOGO: MNDT  
 DE8342_PROJECTION: FLUSH
 DE8342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8342+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8342_ROD/PIPE-DEPTH: 12.8 meters
 DE8342
 DE8342  HISTORY     - Date     Condition        Report By
 DE8342  HISTORY     - 1999     MONUMENTED       MNDT
 DE8342  HISTORY     - 19991004 GOOD             MNDT
 DE8342
 DE8342                          STATION DESCRIPTION
 DE8342
 DE8342'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8342'3.75 MI (6.03 KM) SW OF LONGVILLE, 4.2 MI (6.8 KM) SW ALONG TH 84 FROM
 DE8342'JCT OF TH 84 AND C O RD 5 INLONGVILLE, AT TH 84 MP 21.25, 28.0 FT (8.5
 DE8342'M) SE TH 84, 19.0 FT (5.8 M) NE O F END CENTERLINE OFDRIVEWAY, 36.7 FT
 DE8342'(11.2 M) SW OF P-POLE, 62.1 FT (18.9 M) SE OF CABL E PEDESTAL, 3.0 FT
 DE8342'(0.9 M) NE OF WIT POST.
 DE8342
 DE8342                          STATION RECOVERY (1999)
 DE8342
 DE8342'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8342'3.75 MI (6.03 KM) SW OF LONGVILLE, 4.2 MI (6.8 KM) SW ALONG TH 84 FROM
 DE8342'JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 21.25, 28.0 FT (8.5
 DE8342'M) SE TH 84, 19.0 FT (5.8 M) NE OF END CENTERLINE OF DRIVEWAY, 36.7 FT
 DE8342'(11.2 M) SW OF P-POLE, 62.1 FT (18.9 M) SE OF CABLE PEDESTAL, 3.0 FT
 DE8342'(0.9 M) NE OF WIT POST, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8343 ***********************************************************************
 DE8343  DESIGNATION -  1111 J
 DE8343  PID         -  DE8343
 DE8343  STATE/COUNTY-  MN/CASS
 DE8343  COUNTRY     -  US
 DE8343  USGS QUAD   -  LONGVILLE (1996)
 DE8343
 DE8343                         *CURRENT SURVEY CONTROL
 DE8343  ______________________________________________________________________
 DE8343* NAD 83(2007) POSITION- 46 57 24.52088(N) 094 13 21.88738(W)   ADJUSTED  
 DE8343* NAD 83(2007) ELLIP HT-   400.083 (meters)        (02/10/07)   ADJUSTED
 DE8343* NAD 83(2007) EPOCH   -  2002.00
 DE8343* NAVD 88 ORTHO HEIGHT -   428.393  (meters)    1405.49  (feet) ADJUSTED  
 DE8343  ______________________________________________________________________
 DE8343  NAD 83(2007) X  -   -321,153.107 (meters)                     COMP
 DE8343  NAD 83(2007) Y  - -4,349,631.015 (meters)                     COMP
 DE8343  NAD 83(2007) Z  -  4,638,781.383 (meters)                     COMP
 DE8343  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC09
 DE8343  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DE8343  DYNAMIC HEIGHT  -        428.414 (meters)     1405.55  (feet) COMP
 DE8343  MODELED GRAVITY -    980,649.7   (mgal)                       NAVD 88
 DE8343
 DE8343  VERT ORDER      -  SECOND    CLASS I
 DE8343
 DE8343  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8343  Type                                         Horiz  Ellip  Dist(km)
 DE8343  -------------------------------------------------------------------
 DE8343  NETWORK                                       1.01   1.06
 DE8343  -------------------------------------------------------------------
 DE8343  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.00   1.02      1.81
 DE8343  -------------------------------------------------------------------
 DE8343  NOTE: Click here for information on individual local accuracy
 DE8343  values and other accuracy information.
 DE8343
 DE8343
 DE8343.The horizontal coordinates were established by GPS observations
 DE8343.and adjusted by the National Geodetic Survey in February 2007.
 DE8343
 DE8343.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8343.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8343
 DE8343.The horizontal coordinates are valid at the epoch date displayed above
 DE8343.which is a decimal equivalence of Year/Month/Day.
 DE8343
 DE8343.The orthometric height was determined by differential leveling and
 DE8343.adjusted in August 2004.
 DE8343
 DE8343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8343
 DE8343.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8343
 DE8343.The ellipsoidal height was determined by GPS observations
 DE8343.and is referenced to NAD 83.
 DE8343
 DE8343.The dynamic height is computed by dividing the NAVD 88
 DE8343.geopotential number by the normal gravity value computed on the
 DE8343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8343.degrees latitude (g = 980.6199 gals.).
 DE8343
 DE8343.The modeled gravity was interpolated from observed gravity values.
 DE8343
 DE8343. The following values were computed from the NAD 83(2007) position.
 DE8343
 DE8343;                    North         East     Units Scale Factor Converg.
 DE8343;SPC MN C     -   317,499.384   802,074.423   MT  0.99998097   +0 01 11.0
 DE8343;SPC MN C     - 1,041,662.56  2,631,472.50   sFT  0.99998097   +0 01 11.0
 DE8343;UTM  15      - 5,201,090.304   406,965.584   MT  0.99970638   -0 53 37.3
 DE8343
 DE8343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8343!SPC MN C     -   0.99993729  x   0.99998097  =   0.99991826
 DE8343!UTM  15      -   0.99993729  x   0.99970638  =   0.99964369
 DE8343
 DE8343:                Primary Azimuth Mark                     Grid Az
 DE8343:SPC MN C     -  1111 K                                   024 50 35.7
 DE8343:UTM  15      -  1111 K                                   025 45 24.0
 DE8343
 DE8343|---------------------------------------------------------------------|
 DE8343| PID    Reference Object                     Distance      Geod. Az  |
 DE8343|                                                           dddmmss.s |
 DE8343| DE8344 1111 K                              APPROX. 1.5 KM 0245146.7 |
 DE8343|---------------------------------------------------------------------|
 DE8343
 DE8343                          SUPERSEDED SURVEY CONTROL
 DE8343
 DE8343  NAD 83(1996)-  46 57 24.52082(N)    094 13 21.88721(W) AD(       ) 1
 DE8343  ELLIP H (10/21/02)  400.080  (m)                       GP(       ) 3 2
 DE8343  NAVD 88 (10/21/02)  428.40   (m)         1405.5    (f) LEVELING    3  
 DE8343
 DE8343.Superseded values are not recommended for survey control.
 DE8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8343.See file dsdata.txt to determine how the superseded data were derived.
 DE8343
 DE8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0696501090(NAD 83)
 DE8343
 DE8343_MARKER: DD = SURVEY DISK
 DE8343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8343_STAMPING: 1111 J 1999
 DE8343_MARK LOGO: MNDT  
 DE8343_PROJECTION: FLUSH
 DE8343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8343+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 DE8343_ROD/PIPE-DEPTH: 13.7 meters
 DE8343
 DE8343  HISTORY     - Date     Condition        Report By
 DE8343  HISTORY     - 1999     MONUMENTED       MNDT
 DE8343  HISTORY     - 19991004 GOOD             MNDT
 DE8343  HISTORY     - 20050330 GOOD             MNDT
 DE8343  HISTORY     - 20050330 GOOD             MNDT
 DE8343
 DE8343                          STATION DESCRIPTION
 DE8343
 DE8343'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8343'2.25 MI (3.62 KM) SW OF LONGVILLE, 3.30 MI (5.31 KM) SW ALONG TH 84
 DE8343'FROM JCT OF TH 84 AND CO RD 5IN LONGVILLE, AT TH 84 MP 23.15, 34.0 FT
 DE8343'(10.4 M) WEST OF TH 84, 66.6 FT (20.3 M) NORTH P-POLE,2.9 FT NORTH OF
 DE8343'WIT POST.
 DE8343
 DE8343                          STATION RECOVERY (1999)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8343'2.25 MI (3.62 KM) SW OF LONGVILLE, 3.30 MI (5.31 KM) SW ALONG TH 84
 DE8343'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 23.15, 34.0 FT
 DE8343'(10.4 M) WEST OF TH 84, 66.6 FT (20.3 M) NORTH P-POLE, 2.9 FT (0.9 M)
 DE8343'NORTH OF WIT POST, MAGNETIC, FLUSH.
 DE8343
 DE8343                          STATION RECOVERY (2005)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8343'2.25 MILES SOUTHWEST OF LONGVILLE, 2.30 MILES SOUTHWEST ALONG TRUNK
 DE8343'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8343'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 23.15, 34.0 FEET WEST OF
 DE8343'TRUNK HIGHWAY 84, 66.6 FEET NORTH POWER POLE, 2.9 FEET NORTH OF
 DE8343'WITNESS POST
 DE8343
 DE8343                          STATION RECOVERY (2005)
 DE8343
 DE8343'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8343'2.25 MILES SOUTHWEST OF LONGVILLE, 2.30 MILES SOUTHWEST ALONG TRUNK
 DE8343'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8343'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 23.15, 34.0 FEET WEST OF
 DE8343'TRUNK HIGHWAY 84, 66.6 FEET NORTH POWER POLE, 2.9 FEET NORTH OF
 DE8343'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8344 ***********************************************************************
 DE8344  DESIGNATION -  1111 K
 DE8344  PID         -  DE8344
 DE8344  STATE/COUNTY-  MN/CASS
 DE8344  COUNTRY     -  US
 DE8344  USGS QUAD   -  LONGVILLE (1996)
 DE8344
 DE8344                         *CURRENT SURVEY CONTROL
 DE8344  ______________________________________________________________________
 DE8344* NAD 83(2007) POSITION- 46 58 09.08725(N) 094 12 51.71717(W)   ADJUSTED  
 DE8344* NAD 83(2007) ELLIP HT-   394.694 (meters)        (02/10/07)   ADJUSTED
 DE8344* NAD 83(2007) EPOCH   -  2002.00
 DE8344* NAVD 88 ORTHO HEIGHT -   423.009  (meters)    1387.82  (feet) ADJUSTED  
 DE8344  ______________________________________________________________________
 DE8344  NAD 83(2007) X  -   -320,442.689 (meters)                     COMP
 DE8344  NAD 83(2007) Y  - -4,348,671.023 (meters)                     COMP
 DE8344  NAD 83(2007) Z  -  4,639,716.743 (meters)                     COMP
 DE8344  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC09
 DE8344  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 DE8344  DYNAMIC HEIGHT  -        423.030 (meters)     1387.89  (feet) COMP
 DE8344  MODELED GRAVITY -    980,651.0   (mgal)                       NAVD 88
 DE8344
 DE8344  VERT ORDER      -  SECOND    CLASS I
 DE8344
 DE8344  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8344  Type                                         Horiz  Ellip  Dist(km)
 DE8344  -------------------------------------------------------------------
 DE8344  NETWORK                                       0.89   0.92
 DE8344  -------------------------------------------------------------------
 DE8344  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.02   1.02      3.31
 DE8344  -------------------------------------------------------------------
 DE8344  NOTE: Click here for information on individual local accuracy
 DE8344  values and other accuracy information.
 DE8344
 DE8344
 DE8344.The horizontal coordinates were established by GPS observations
 DE8344.and adjusted by the National Geodetic Survey in February 2007.
 DE8344
 DE8344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8344.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8344
 DE8344.The horizontal coordinates are valid at the epoch date displayed above
 DE8344.which is a decimal equivalence of Year/Month/Day.
 DE8344
 DE8344.The orthometric height was determined by differential leveling and
 DE8344.adjusted in August 2004.
 DE8344
 DE8344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8344
 DE8344.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8344
 DE8344.The ellipsoidal height was determined by GPS observations
 DE8344.and is referenced to NAD 83.
 DE8344
 DE8344.The dynamic height is computed by dividing the NAVD 88
 DE8344.geopotential number by the normal gravity value computed on the
 DE8344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8344.degrees latitude (g = 980.6199 gals.).
 DE8344
 DE8344.The modeled gravity was interpolated from observed gravity values.
 DE8344
 DE8344. The following values were computed from the NAD 83(2007) position.
 DE8344
 DE8344;                    North         East     Units Scale Factor Converg.
 DE8344;SPC MN C     -   318,875.848   802,711.701   MT  0.99998334   +0 01 32.8
 DE8344;SPC MN C     - 1,046,178.51  2,633,563.31   sFT  0.99998334   +0 01 32.8
 DE8344;UTM  15      - 5,202,456.056   407,624.543   MT  0.99970488   -0 53 15.9
 DE8344
 DE8344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8344!SPC MN C     -   0.99993814  x   0.99998334  =   0.99992148
 DE8344!UTM  15      -   0.99993814  x   0.99970488  =   0.99964303
 DE8344
 DE8344:                Primary Azimuth Mark                     Grid Az
 DE8344:SPC MN C     -  1111 L                                   017 48 47.2
 DE8344:UTM  15      -  1111 L                                   018 43 35.9
 DE8344
 DE8344|---------------------------------------------------------------------|
 DE8344| PID    Reference Object                     Distance      Geod. Az  |
 DE8344|                                                           dddmmss.s |
 DE8344| DE8345 1111 L                              APPROX. 1.3 KM 0175020.0 |
 DE8344| DE8343 1111 J                              APPROX. 1.5 KM 2045208.7 |
 DE8344|---------------------------------------------------------------------|
 DE8344
 DE8344                          SUPERSEDED SURVEY CONTROL
 DE8344
 DE8344  NAD 83(1996)-  46 58 09.08717(N)    094 12 51.71700(W) AD(       ) 1
 DE8344  ELLIP H (10/21/02)  394.695  (m)                       GP(       ) 3 2
 DE8344  NAVD 88 (10/21/02)  423.01   (m)         1387.8    (f) LEVELING    3  
 DE8344
 DE8344.Superseded values are not recommended for survey control.
 DE8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8344.See file dsdata.txt to determine how the superseded data were derived.
 DE8344
 DE8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0762402456(NAD 83)
 DE8344
 DE8344_MARKER: DD = SURVEY DISK
 DE8344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8344_STAMPING: 1111 K 1999
 DE8344_MARK LOGO: MNDT  
 DE8344_PROJECTION: FLUSH
 DE8344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8344+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 DE8344_ROD/PIPE-DEPTH: 11.3 meters
 DE8344
 DE8344  HISTORY     - Date     Condition        Report By
 DE8344  HISTORY     - 1999     MONUMENTED       MNDT
 DE8344  HISTORY     - 19991004 GOOD             MNDT
 DE8344  HISTORY     - 20050330 GOOD             MNDT
 DE8344  HISTORY     - 20050330 GOOD             MNDT
 DE8344
 DE8344                          STATION DESCRIPTION
 DE8344
 DE8344'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8344'1.25 MI (2.01 KM) SW OF LONGVILLE, 1.30 MI (2.09 KM) SW ALONG TH 84
 DE8344'FROM JCT OF TH 84 AND CO RD
 DE8344'5 IN LONGVILLE, AT TH 84 MP 24.15, 34.0 FT (10.4 M) SE OF TH 84, 24.0
 DE8344'F T SW OF ENT TO FERRELL GAS
 DE8344'PLANT (FIRE NO 04564) , 6.4 FT (2.0 M) NW OF WIT P OST.
 DE8344'
 DE8344
 DE8344                          STATION RECOVERY (1999)
 DE8344
 DE8344'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8344'1.25 MI (2.01 KM) SW OF LONGVILLE, 1.30 MI (2.09 KM) SW ALONG TH 84
 DE8344'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 24.15, 34.0 FT
 DE8344'(10.4 M) SE OF TH 84, 24.0 FT (7.3 M) SW OF ENT TO FERRELL GAS PLANT
 DE8344'(FIRE NO 04564), 6.4 FT (2.0 M) NW OF WIT POST, MAGNETIC, FLUSH.
 DE8344
 DE8344                          STATION RECOVERY (2005)
 DE8344
 DE8344'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8344'1.25 MILES SOUTHWEST OF LONGVILLE, 1.30 MILES SOUTHWEST ALONG TRUNK
 DE8344'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8344'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 24.15, 34.0 FEET SOUTHEAST OF
 DE8344'TRUNK HIGHWAY 84, 24.0 FEET SOUTHWEST OF ENTRANCE TO FERRELLGAS PLANT
 DE8344'(FIRE NUMBER 04564), 6.4 FEET WEST OF WITNESS POST
 DE8344
 DE8344                          STATION RECOVERY (2005)
 DE8344
 DE8344'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8344'1.25 MILES SOUTHWEST OF LONGVILLE, 1.30 MILES SOUTHWEST ALONG TRUNK
 DE8344'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8344'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 24.15, 34.0 FEET SOUTHEAST OF
 DE8344'TRUNK HIGHWAY 84, 24.0 FEET SOUTHWEST OF ENTRANCE TO FERRELLGAS PLANT
 DE8344'(FIRE NUMBER 04564), 6.4 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8345 ***********************************************************************
 DE8345  DESIGNATION -  1111 L
 DE8345  PID         -  DE8345
 DE8345  STATE/COUNTY-  MN/CASS
 DE8345  COUNTRY     -  US
 DE8345  USGS QUAD   -  LONGVILLE (1996)
 DE8345
 DE8345                         *CURRENT SURVEY CONTROL
 DE8345  ______________________________________________________________________
 DE8345* NAD 83(2007) POSITION- 46 58 47.77605(N) 094 12 33.52487(W)   ADJUSTED  
 DE8345* NAD 83(2007) ELLIP HT-   380.015 (meters)        (02/10/07)   ADJUSTED
 DE8345* NAD 83(2007) EPOCH   -  2002.00
 DE8345* NAVD 88 ORTHO HEIGHT -   408.360  (meters)    1339.76  (feet) ADJUSTED  
 DE8345  ______________________________________________________________________
 DE8345  NAD 83(2007) X  -   -319,994.292 (meters)                     COMP
 DE8345  NAD 83(2007) Y  - -4,347,818.171 (meters)                     COMP
 DE8345  NAD 83(2007) Z  -  4,640,521.257 (meters)                     COMP
 DE8345  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC09
 DE8345  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DE8345  DYNAMIC HEIGHT  -        408.381 (meters)     1339.83  (feet) COMP
 DE8345  MODELED GRAVITY -    980,652.5   (mgal)                       NAVD 88
 DE8345
 DE8345  VERT ORDER      -  SECOND    CLASS I
 DE8345
 DE8345  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8345  Type                                         Horiz  Ellip  Dist(km)
 DE8345  -------------------------------------------------------------------
 DE8345  NETWORK                                       0.82   0.82
 DE8345  -------------------------------------------------------------------
 DE8345  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.69      1.58
 DE8345  -------------------------------------------------------------------
 DE8345  NOTE: Click here for information on individual local accuracy
 DE8345  values and other accuracy information.
 DE8345
 DE8345
 DE8345.The horizontal coordinates were established by GPS observations
 DE8345.and adjusted by the National Geodetic Survey in February 2007.
 DE8345
 DE8345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8345.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8345
 DE8345.The horizontal coordinates are valid at the epoch date displayed above
 DE8345.which is a decimal equivalence of Year/Month/Day.
 DE8345
 DE8345.The orthometric height was determined by differential leveling and
 DE8345.adjusted in August 2004.
 DE8345
 DE8345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8345
 DE8345.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8345
 DE8345.The ellipsoidal height was determined by GPS observations
 DE8345.and is referenced to NAD 83.
 DE8345
 DE8345.The dynamic height is computed by dividing the NAVD 88
 DE8345.geopotential number by the normal gravity value computed on the
 DE8345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8345.degrees latitude (g = 980.6199 gals.).
 DE8345
 DE8345.The modeled gravity was interpolated from observed gravity values.
 DE8345
 DE8345. The following values were computed from the NAD 83(2007) position.
 DE8345
 DE8345;                    North         East     Units Scale Factor Converg.
 DE8345;SPC MN C     -   320,070.750   803,095.644   MT  0.99998544   +0 01 46.0
 DE8345;SPC MN C     - 1,050,098.79  2,634,822.96   sFT  0.99998544   +0 01 46.0
 DE8345;UTM  15      - 5,203,644.352   408,027.377   MT  0.99970396   -0 53 03.1
 DE8345
 DE8345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8345!SPC MN C     -   0.99994044  x   0.99998544  =   0.99992588
 DE8345!UTM  15      -   0.99994044  x   0.99970396  =   0.99964441
 DE8345
 DE8345:                Primary Azimuth Mark                     Grid Az
 DE8345:SPC MN C     -  1111 K                                   197 48 47.3
 DE8345:UTM  15      -  1111 K                                   198 43 36.4
 DE8345
 DE8345|---------------------------------------------------------------------|
 DE8345| PID    Reference Object                     Distance      Geod. Az  |
 DE8345|                                                           dddmmss.s |
 DE8345| DE8344 1111 K                              APPROX. 1.3 KM 1975033.3 |
 DE8345|---------------------------------------------------------------------|
 DE8345
 DE8345                          SUPERSEDED SURVEY CONTROL
 DE8345
 DE8345  NAD 83(1996)-  46 58 47.77598(N)    094 12 33.52468(W) AD(       ) 1
 DE8345  ELLIP H (10/21/02)  380.019  (m)                       GP(       ) 3 2
 DE8345  NAVD 88 (10/21/02)  408.36   (m)         1339.8    (f) LEVELING    3  
 DE8345
 DE8345.Superseded values are not recommended for survey control.
 DE8345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8345.See file dsdata.txt to determine how the superseded data were derived.
 DE8345
 DE8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0802703644(NAD 83)
 DE8345
 DE8345_MARKER: DD = SURVEY DISK
 DE8345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8345_STAMPING: 1111 L 1999
 DE8345_MARK LOGO: MNDT  
 DE8345_PROJECTION: FLUSH
 DE8345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8345+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2005
 DE8345_ROD/PIPE-DEPTH: 30.5 meters
 DE8345
 DE8345  HISTORY     - Date     Condition        Report By
 DE8345  HISTORY     - 1999     MONUMENTED       MNDT
 DE8345  HISTORY     - 19991004 GOOD             MNDT
 DE8345  HISTORY     - 20050330 GOOD             MNDT
 DE8345  HISTORY     - 20050330 GOOD             MNDT
 DE8345
 DE8345                          STATION DESCRIPTION
 DE8345
 DE8345'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8345'0.25 MI (0.40 KM) SW OF LONGVILLE, 0.55 MI (0.89 KM) SW ALONG TH 84
 DE8345'FROM JCT OF TH 84 AND CO RD 5IN LONGVILLE, AT TH 84 MP 24.9, 29.5 FT
 DE8345'(9.0 M) WNW OF TH 84, 152.0 FT (46.3 M) SSW OF EXTENDEDCENTERLINE OF
 DE8345'ROAD, 5.9 FT (1.8 M) NNE OF P-POLE, 5.9 FT (1.8 M) N NE OF WIT POST.
 DE8345
 DE8345                          STATION RECOVERY (1999)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8345'0.25 MI (0.40 KM) SW OF LONGVILLE, 0.55 MI (0.89 KM) SW ALONG TH 84
 DE8345'FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 24.9, 29.5 FT
 DE8345'(9.0 M) WNW OF TH 84, 152.0 FT (46.3 M) SSW OF EXTENDED CENTERLINE OF
 DE8345'ROAD, 5.9 FT (1.8 M) NNE OF P-POLE, 5.9 FT (1.8 M) NNE OF WIT POST,
 DE8345'MAGNETIC, FLUSH.
 DE8345
 DE8345                          STATION RECOVERY (2005)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8345'0.25 MILES SOUTHWEST OF LONGVILLE, 0.55 MILES SOUTHWEST ALONG TRUNK
 DE8345'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8345'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 24.9, 29.5 FEET
 DE8345'WEST-NORTHWEST OF TRUNK HIGHWAY 84, 152.0 FEET SOUTH-SOUTHWEST OF
 DE8345'EXTENDED CENTERLINE OF ROAD, 5.9 FEET NORTH-NORTHEAST OF POWER POLE,
 DE8345'5.9 FEET NORTH-NORTHEAST OF WITNESS POST
 DE8345
 DE8345                          STATION RECOVERY (2005)
 DE8345
 DE8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (LP)
 DE8345'0.25 MILES SOUTHWEST OF LONGVILLE, 0.55 MILES SOUTHWEST ALONG TRUNK
 DE8345'HIGHWAY 84 FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN
 DE8345'LONGVILLE, AT TRUNK HIGHWAY 84 MILEPOINT 24.9, 29.5 FEET
 DE8345'WEST-NORTHWEST OF TRUNK HIGHWAY 84, 152.0 FEET SOUTH-SOUTHWEST OF
 DE8345'EXTENDED CENTERLINE OF ROAD, 5.9 FEET NORTH-NORTHEAST OF POWER POLE,
 DE8345'5.9 FEET NORTH-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8346 ***********************************************************************
 DE8346  DESIGNATION -  1111 M
 DE8346  PID         -  DE8346
 DE8346  STATE/COUNTY-  MN/CASS
 DE8346  COUNTRY     -  US
 DE8346  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8346
 DE8346                         *CURRENT SURVEY CONTROL
 DE8346  ______________________________________________________________________
 DE8346* NAD 83(2007) POSITION- 47 00 26.04762(N) 094 12 50.48901(W)   ADJUSTED  
 DE8346* NAD 83(2007) ELLIP HT-   396.807 (meters)        (02/10/07)   ADJUSTED
 DE8346* NAD 83(2007) EPOCH   -  2002.00
 DE8346* NAVD 88 ORTHO HEIGHT -   425.128  (meters)    1394.77  (feet) ADJUSTED  
 DE8346  ______________________________________________________________________
 DE8346  NAD 83(2007) X  -   -320,189.634 (meters)                     COMP
 DE8346  NAD 83(2007) Y  - -4,345,589.918 (meters)                     COMP
 DE8346  NAD 83(2007) Z  -  4,642,603.572 (meters)                     COMP
 DE8346  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC09
 DE8346  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 DE8346  DYNAMIC HEIGHT  -        425.153 (meters)     1394.86  (feet) COMP
 DE8346  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 DE8346
 DE8346  VERT ORDER      -  SECOND    CLASS I
 DE8346
 DE8346  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8346  Type                                         Horiz  Ellip  Dist(km)
 DE8346  -------------------------------------------------------------------
 DE8346  NETWORK                                       0.81   0.76
 DE8346  -------------------------------------------------------------------
 DE8346  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.61      2.59
 DE8346  -------------------------------------------------------------------
 DE8346  NOTE: Click here for information on individual local accuracy
 DE8346  values and other accuracy information.
 DE8346
 DE8346
 DE8346.The horizontal coordinates were established by GPS observations
 DE8346.and adjusted by the National Geodetic Survey in February 2007.
 DE8346
 DE8346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8346.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8346
 DE8346.The horizontal coordinates are valid at the epoch date displayed above
 DE8346.which is a decimal equivalence of Year/Month/Day.
 DE8346
 DE8346.The orthometric height was determined by differential leveling and
 DE8346.adjusted in August 2004.
 DE8346
 DE8346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8346
 DE8346.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8346
 DE8346.The ellipsoidal height was determined by GPS observations
 DE8346.and is referenced to NAD 83.
 DE8346
 DE8346.The dynamic height is computed by dividing the NAVD 88
 DE8346.geopotential number by the normal gravity value computed on the
 DE8346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8346.degrees latitude (g = 980.6199 gals.).
 DE8346
 DE8346.The modeled gravity was interpolated from observed gravity values.
 DE8346
 DE8346. The following values were computed from the NAD 83(2007) position.
 DE8346
 DE8346;                    North         East     Units Scale Factor Converg.
 DE8346;SPC MN C     -   323,105.240   802,735.741   MT  0.99999093   +0 01 33.7
 DE8346;SPC MN C     - 1,060,054.44  2,633,642.18   sFT  0.99999093   +0 01 33.7
 DE8346;UTM  15      - 5,206,683.333   407,716.006   MT  0.99970467   -0 53 17.0
 DE8346
 DE8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8346!SPC MN C     -   0.99993780  x   0.99999093  =   0.99992874
 DE8346!UTM  15      -   0.99993780  x   0.99970467  =   0.99964249
 DE8346
 DE8346:                Primary Azimuth Mark                     Grid Az
 DE8346:SPC MN C     -  1111 N                                   359 52 33.0
 DE8346:UTM  15      -  1111 N                                   000 47 23.7
 DE8346
 DE8346|---------------------------------------------------------------------|
 DE8346| PID    Reference Object                     Distance      Geod. Az  |
 DE8346|                                                           dddmmss.s |
 DE8346| DE8347 1111 N                              APPROX. 1.5 KM 3595406.7 |
 DE8346|---------------------------------------------------------------------|
 DE8346
 DE8346                          SUPERSEDED SURVEY CONTROL
 DE8346
 DE8346  NAD 83(1996)-  47 00 26.04755(N)    094 12 50.48883(W) AD(       ) 1
 DE8346  ELLIP H (10/21/02)  396.810  (m)                       GP(       ) 3 2
 DE8346  NAVD 88 (10/21/02)  425.13   (m)         1394.8    (f) LEVELING    3  
 DE8346
 DE8346.Superseded values are not recommended for survey control.
 DE8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8346.See file dsdata.txt to determine how the superseded data were derived.
 DE8346
 DE8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0771606683(NAD 83)
 DE8346
 DE8346_MARKER: DD = SURVEY DISK
 DE8346_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8346_STAMPING: 1111 M 1999
 DE8346_MARK LOGO: MNDT  
 DE8346_PROJECTION: FLUSH
 DE8346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8346+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003
 DE8346_ROD/PIPE-DEPTH:  3.4 meters
 DE8346
 DE8346  HISTORY     - Date     Condition        Report By
 DE8346  HISTORY     - 1999     MONUMENTED       MNDT
 DE8346  HISTORY     - 19991004 GOOD             MNDT
 DE8346  HISTORY     - 20030804 GOOD             MNDT
 DE8346
 DE8346                          STATION DESCRIPTION
 DE8346
 DE8346'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8346'1.45 MI (2.33 KM) NORTH OF LONGVILLE, 1.45 MI (2.33 KM) NORTH ALONG TH
 DE8346'84 FROM JCT OF TH 8 4 AND CORD 5 IN LONGVILLE, AT TH 84 MP 26.9, 34.0
 DE8346'FT (10.4 M) EAST OF TH 84, 46.0 FT (14.0 M) NORTH OFENT, 136.7 FT
 DE8346'(41.7 M) NW OF SW COR OF STORAGE SHED, 3.0 FT (0.9 M) WEST OF WIT
 DE8346'POST.
 DE8346
 DE8346                          STATION RECOVERY (1999)
 DE8346
 DE8346'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8346'1.45 MI (2.33 KM) NORTH OF LONGVILLE, 1.45 MI (2.33 KM) NORTH ALONG TH
 DE8346'84 FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 26.9, 34.0
 DE8346'FT (10.4 M) EAST OF TH 84, 46.0 FT (14.0 M) NORTH OF ENT, 136.7 FT
 DE8346'(41.7 M) NW OF SW COR OF STORAGE SHED, 3.0 FT (0.9 M) WEST OF WIT
 DE8346'POST, MAGNETIC, FLUSH.
 DE8346
 DE8346                          STATION RECOVERY (2003)
 DE8346
 DE8346'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (LP)
 DE8346'1.45 MILES NORTH OF LONGVILLE, 1.45 MILES NORTH ALONG TRUNK HIGHWAY 84
 DE8346'FROM JUNCTION OF TRUNK HIGHWAY 84 AND COUNTY ROAD 5 IN LONGVILLE, AT
 DE8346'TRUNK HIGHWAY 84 MILEPOINT 26.9, 34.0 FEET EAST OF TRUNK HIGHWAY 84,
 DE8346'46.0 FEET NORTH OF ENTRANCE, 136.7 FEET NORTHWEST OF SOUTHWEST CORNER
 DE8346'OF STORAGE SHED, 3.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8347 ***********************************************************************
 DE8347  DESIGNATION -  1111 N
 DE8347  PID         -  DE8347
 DE8347  STATE/COUNTY-  MN/CASS
 DE8347  COUNTRY     -  US
 DE8347  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8347
 DE8347                         *CURRENT SURVEY CONTROL
 DE8347  ______________________________________________________________________
 DE8347* NAD 83(2007) POSITION- 47 01 13.30231(N) 094 12 50.60738(W)   ADJUSTED  
 DE8347* NAD 83(2007) ELLIP HT-   395.827 (meters)        (02/10/07)   ADJUSTED
 DE8347* NAD 83(2007) EPOCH   -  2002.00
 DE8347* NAVD 88 ORTHO HEIGHT -   424.132  (meters)    1391.51  (feet) ADJUSTED  
 DE8347  ______________________________________________________________________
 DE8347  NAD 83(2007) X  -   -320,113.633 (meters)                     COMP
 DE8347  NAD 83(2007) Y  - -4,344,524.409 (meters)                     COMP
 DE8347  NAD 83(2007) Z  -  4,643,597.877 (meters)                     COMP
 DE8347  LAPLACE CORR    -         -6.82  (seconds)                    DEFLEC09
 DE8347  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DE8347  DYNAMIC HEIGHT  -        424.159 (meters)     1391.60  (feet) COMP
 DE8347  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DE8347
 DE8347  VERT ORDER      -  SECOND    CLASS I
 DE8347
 DE8347  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8347  Type                                         Horiz  Ellip  Dist(km)
 DE8347  -------------------------------------------------------------------
 DE8347  NETWORK                                       0.85   0.78
 DE8347  -------------------------------------------------------------------
 DE8347  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.85   0.73      2.81
 DE8347  -------------------------------------------------------------------
 DE8347  NOTE: Click here for information on individual local accuracy
 DE8347  values and other accuracy information.
 DE8347
 DE8347
 DE8347.The horizontal coordinates were established by GPS observations
 DE8347.and adjusted by the National Geodetic Survey in February 2007.
 DE8347
 DE8347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8347.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8347
 DE8347.The horizontal coordinates are valid at the epoch date displayed above
 DE8347.which is a decimal equivalence of Year/Month/Day.
 DE8347
 DE8347.The orthometric height was determined by differential leveling and
 DE8347.adjusted in August 2004.
 DE8347
 DE8347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8347
 DE8347.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8347
 DE8347.The ellipsoidal height was determined by GPS observations
 DE8347.and is referenced to NAD 83.
 DE8347
 DE8347.The dynamic height is computed by dividing the NAVD 88
 DE8347.geopotential number by the normal gravity value computed on the
 DE8347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8347.degrees latitude (g = 980.6199 gals.).
 DE8347
 DE8347.The modeled gravity was interpolated from observed gravity values.
 DE8347
 DE8347. The following values were computed from the NAD 83(2007) position.
 DE8347
 DE8347;                    North         East     Units Scale Factor Converg.
 DE8347;SPC MN C     -   324,564.493   802,732.579   MT  0.99999366   +0 01 33.6
 DE8347;SPC MN C     - 1,064,842.01  2,633,631.80   sFT  0.99999366   +0 01 33.6
 DE8347;UTM  15      - 5,208,142.031   407,736.119   MT  0.99970462   -0 53 17.7
 DE8347
 DE8347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8347!SPC MN C     -   0.99993796  x   0.99999366  =   0.99993162
 DE8347!UTM  15      -   0.99993796  x   0.99970462  =   0.99964260
 DE8347
 DE8347:                Primary Azimuth Mark                     Grid Az
 DE8347:SPC MN C     -  1111 P                                   358 50 52.7
 DE8347:UTM  15      -  1111 P                                   359 45 44.0
 DE8347
 DE8347|---------------------------------------------------------------------|
 DE8347| PID    Reference Object                     Distance      Geod. Az  |
 DE8347|                                                           dddmmss.s |
 DE8347| DE8348 1111 P                              APPROX. 1.2 KM 3585226.3 |
 DE8347|---------------------------------------------------------------------|
 DE8347
 DE8347                          SUPERSEDED SURVEY CONTROL
 DE8347
 DE8347  NAD 83(1996)-  47 01 13.30227(N)    094 12 50.60718(W) AD(       ) 1
 DE8347  ELLIP H (10/21/02)  395.830  (m)                       GP(       ) 3 2
 DE8347  NAVD 88 (10/21/02)  424.14   (m)         1391.5    (f) LEVELING    3  
 DE8347
 DE8347.Superseded values are not recommended for survey control.
 DE8347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8347.See file dsdata.txt to determine how the superseded data were derived.
 DE8347
 DE8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0773608142(NAD 83)
 DE8347
 DE8347_MARKER: DD = SURVEY DISK
 DE8347_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8347_STAMPING: 1111 N 1999
 DE8347_MARK LOGO: MNDT  
 DE8347_PROJECTION: RECESSED 3 CENTIMETERS
 DE8347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8347+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8347_ROD/PIPE-DEPTH:  4.6 meters
 DE8347
 DE8347  HISTORY     - Date     Condition        Report By
 DE8347  HISTORY     - 1999     MONUMENTED       MNDT
 DE8347  HISTORY     - 19991004 GOOD             MNDT
 DE8347
 DE8347                          STATION DESCRIPTION
 DE8347
 DE8347'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8347'2.35 MI (3.78 KM) NORTH OF LONGVILLE, 2.35 MI (3.78 KM) NORTH ALONG TH
 DE8347'84 FROM JCT OF TH 84 AND
 DE8347'CO RD 5 IN LONGVILLE, AT TH 84 MP 27.80, 39.5 FT (12.0 M) WEST OF TH
 DE8347'84, 21.5 FT (6.6 M) NORTH
 DE8347'OF ENT TO LONGVILLE GARDENS (FIRE NO 05933) , 17.4 FT (5.3 M) EN E OF
 DE8347'NORTH GATE POST.  4.2
 DE8347'FT SOUTH OF WIT POST.
 DE8347'
 DE8347
 DE8347                          STATION RECOVERY (1999)
 DE8347
 DE8347'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8347'2.35 MI (3.78 KM) NORTH OF LONGVILLE, 2.35 MI (3.78 KM) NORTH ALONG TH
 DE8347'84 FROM JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 27.80, 39.5
 DE8347'FT (12.0 M) WEST OF TH 84, 21.5 FT (6.6 M) NORTH OF ENT TO LONGVILLE
 DE8347'GARDENS (FIRE NO 05933), 17.4 FT (5.3 M) ENE OF NORTH GATE POST, 4.2
 DE8347'FT (1.3 M) SOUTH OF WIT POST, MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8348 ***********************************************************************
 DE8348  DESIGNATION -  1111 P
 DE8348  PID         -  DE8348
 DE8348  STATE/COUNTY-  MN/CASS
 DE8348  COUNTRY     -  US
 DE8348  USGS QUAD   -  TOWN LINE LAKE (1996)
 DE8348
 DE8348                         *CURRENT SURVEY CONTROL
 DE8348  ______________________________________________________________________
 DE8348* NAD 83(2007) POSITION- 47 01 51.67160(N) 094 12 51.71039(W)   ADJUSTED  
 DE8348* NAD 83(2007) ELLIP HT-   394.540 (meters)        (02/10/07)   ADJUSTED
 DE8348* NAD 83(2007) EPOCH   -  2002.00
 DE8348* NAVD 88 ORTHO HEIGHT -   422.829  (meters)    1387.23  (feet) ADJUSTED  
 DE8348  ______________________________________________________________________
 DE8348  NAD 83(2007) X  -   -320,073.088 (meters)                     COMP
 DE8348  NAD 83(2007) Y  - -4,343,657.184 (meters)                     COMP
 DE8348  NAD 83(2007) Z  -  4,644,404.682 (meters)                     COMP
 DE8348  LAPLACE CORR    -         -7.10  (seconds)                    DEFLEC09
 DE8348  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 DE8348  DYNAMIC HEIGHT  -        422.858 (meters)     1387.33  (feet) COMP
 DE8348  MODELED GRAVITY -    980,669.5   (mgal)                       NAVD 88
 DE8348
 DE8348  VERT ORDER      -  SECOND    CLASS I
 DE8348
 DE8348  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8348  Type                                         Horiz  Ellip  Dist(km)
 DE8348  -------------------------------------------------------------------
 DE8348  NETWORK                                       0.82   0.74
 DE8348  -------------------------------------------------------------------
 DE8348  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.85   0.73      2.52
 DE8348  -------------------------------------------------------------------
 DE8348  NOTE: Click here for information on individual local accuracy
 DE8348  values and other accuracy information.
 DE8348
 DE8348
 DE8348.The horizontal coordinates were established by GPS observations
 DE8348.and adjusted by the National Geodetic Survey in February 2007.
 DE8348
 DE8348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8348.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8348
 DE8348.The horizontal coordinates are valid at the epoch date displayed above
 DE8348.which is a decimal equivalence of Year/Month/Day.
 DE8348
 DE8348.The orthometric height was determined by differential leveling and
 DE8348.adjusted in August 2004.
 DE8348
 DE8348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8348
 DE8348.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8348
 DE8348.The ellipsoidal height was determined by GPS observations
 DE8348.and is referenced to NAD 83.
 DE8348
 DE8348.The dynamic height is computed by dividing the NAVD 88
 DE8348.geopotential number by the normal gravity value computed on the
 DE8348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8348.degrees latitude (g = 980.6199 gals.).
 DE8348
 DE8348.The modeled gravity was interpolated from observed gravity values.
 DE8348
 DE8348. The following values were computed from the NAD 83(2007) position.
 DE8348
 DE8348;                    North         East     Units Scale Factor Converg.
 DE8348;SPC MN C     -   325,749.356   802,708.752   MT  0.99999591   +0 01 32.8
 DE8348;SPC MN C     - 1,068,729.35  2,633,553.63   sFT  0.99999591   +0 01 32.8
 DE8348;UTM  15      - 5,209,326.779   407,731.204   MT  0.99970463   -0 53 19.1
 DE8348
 DE8348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8348!SPC MN C     -   0.99993816  x   0.99999591  =   0.99993407
 DE8348!UTM  15      -   0.99993816  x   0.99970463  =   0.99964281
 DE8348
 DE8348:                Primary Azimuth Mark                     Grid Az
 DE8348:SPC MN C     -  1111 N                                   178 50 52.7
 DE8348:UTM  15      -  1111 N                                   179 45 44.6
 DE8348
 DE8348|---------------------------------------------------------------------|
 DE8348| PID    Reference Object                     Distance      Geod. Az  |
 DE8348|                                                           dddmmss.s |
 DE8348| DE8347 1111 N                              APPROX. 1.2 KM 1785225.5 |
 DE8348|---------------------------------------------------------------------|
 DE8348
 DE8348                          SUPERSEDED SURVEY CONTROL
 DE8348
 DE8348  NAD 83(1996)-  47 01 51.67157(N)    094 12 51.71018(W) AD(       ) 1
 DE8348  ELLIP H (10/21/02)  394.543  (m)                       GP(       ) 3 2
 DE8348  NAVD 88 (10/21/02)  422.84   (m)         1387.3    (f) LEVELING    3  
 DE8348
 DE8348.Superseded values are not recommended for survey control.
 DE8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8348.See file dsdata.txt to determine how the superseded data were derived.
 DE8348
 DE8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0773109326(NAD 83)
 DE8348
 DE8348_MARKER: DD = SURVEY DISK
 DE8348_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8348_STAMPING: 1111 P 1999
 DE8348_MARK LOGO: MNDT  
 DE8348_PROJECTION: RECESSED 3 CENTIMETERS
 DE8348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8348+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8348_ROD/PIPE-DEPTH:  7.6 meters
 DE8348
 DE8348  HISTORY     - Date     Condition        Report By
 DE8348  HISTORY     - 1999     MONUMENTED       MNDT
 DE8348  HISTORY     - 19991004 GOOD             MNDT
 DE8348
 DE8348                          STATION DESCRIPTION
 DE8348
 DE8348'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8348'3.1 MI (5.0 KM) NORTH OF LONGVILLE, 3.1 MI (5.0 KM) NORTH ALONG TH 84
 DE8348'FROM THE JCT OF TH 84 ANDCO RD 5 IN LONGVILLE, AT TH 84 MP 28.55, 41.0
 DE8348'FT (12.5 M) EAST OF TH 84, 54.4 FT (16.6 M) SE OFEAST LEG NO PASSING
 DE8348'ZONE SIGN, 2.5 FT (0.8 M) NORTH WEST O F WIT POST.
 DE8348
 DE8348                          STATION RECOVERY (1999)
 DE8348
 DE8348'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8348'3.1 MI (5.0 KM) NORTH OF LONGVILLE, 3.1 MI (5.0 KM) NORTH ALONG TH 84
 DE8348'FROM THE JCT OF TH 84 AND CO RD 5 IN LONGVILLE, AT TH 84 MP 28.55,
 DE8348'41.0 FT (12.5 M) EAST OF TH 84, 54.4 FT (16.6 M) SE OF EAST LEG NO
 DE8348'PASSING ZONE SIGN, 2.5 FT (0.8 M) NORTH WEST OF WIT POST, MAGNETIC,
 DE8348'RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0006 ***********************************************************************
 TC0006  DESIGNATION -  1111=N 1
 TC0006  PID         -  TC0006
 TC0006  STATE/COUNTY-  MN/KOOCHICHING
 TC0006  COUNTRY     -  US
 TC0006  USGS QUAD   -  BIRCHDALE (1968)
 TC0006
 TC0006                         *CURRENT SURVEY CONTROL
 TC0006  ______________________________________________________________________
 TC0006* NAD 83(1986) POSITION- 48 38 30.     (N) 094 06 09.     (W)   SCALED    
 TC0006* NAVD 88 ORTHO HEIGHT -   338.625  (meters)    1110.97  (feet) POSTED    
 TC0006  ______________________________________________________________________
 TC0006  GEOID HEIGHT    -        -29.52  (meters)                     GEOID09
 TC0006  DYNAMIC HEIGHT  -        338.71  (meters)     1111.3   (feet) COMP
 TC0006  MODELED GRAVITY -    980,847.5   (mgal)                       NAVD 88
 TC0006
 TC0006  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TC0006
 TC0006.The horizontal coordinates were scaled from a topographic map and have
 TC0006.an estimated accuracy of +/- 6 seconds.
 TC0006.
 TC0006.The orthometric height was determined by differential leveling
 TC0006.and adjusted by the  in 1992.
 TC0006
 TC0006.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TC0006.was located on a no-check spur therefore a value was not computed.
 TC0006
 TC0006.No vertical observational check was made to the station.
 TC0006
 TC0006.The dynamic height is computed by dividing the NAVD 88
 TC0006.geopotential number by the normal gravity value computed on the
 TC0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0006.degrees latitude (g = 980.6199 gals.).
 TC0006
 TC0006.The modeled gravity was interpolated from observed gravity values.
 TC0006
 TC0006;                    North         East    Units  Estimated Accuracy
 TC0006;SPC MN N     -   338,590.      726,120.      MT  (+/- 180 meters Scaled)
 TC0006
 TC0006                          SUPERSEDED SURVEY CONTROL
 TC0006
 TC0006  NGVD 29 (??/??/92)  338.256  (m)         1109.76   (f) ADJ UNCH    1 2
 TC0006
 TC0006.Superseded values are not recommended for survey control.
 TC0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0006.See file dsdata.txt to determine how the superseded data were derived.
 TC0006
 TC0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP187882(NAD 83)
 TC0006
 TC0006_MARKER: P = PIPE CAP
 TC0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0006_STAMPING: 1111
 TC0006_MARK LOGO: USGS  
 TC0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0006
 TC0006  HISTORY     - Date     Condition        Report By
 TC0006  HISTORY     - UNK      MONUMENTED       USGS
 TC0006  HISTORY     - 1935     GOOD             CGS
 TC0006  HISTORY     - 1981     POOR             NGS
 TC0006
 TC0006                          STATION DESCRIPTION
 TC0006
 TC0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 TC0006'1.0 MI N FROM BIRCHDALE.
 TC0006'ABOUT 1 MILE NORTH OF THE POST OFFICE AT BIRCHDALE, KOOCHICHING
 TC0006'COUNTY, 30 FEET WEST OF THE CORNER COMMON TO SECTIONS 27, 28, 33 AND
 TC0006'34, T 160 N, R 27 W, AND ON CLEARED LAND.  A UNITED STATES GEOLOGICAL
 TC0006'SURVEY STANDARD CAP, STAMPED 1111 AND RIVETED ON THE TOP OF A
 TC0006'3-1/2-INCH IRON PIPE.
 TC0006
 TC0006                          STATION RECOVERY (1981)
 TC0006
 TC0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0006'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0287 ***********************************************************************
 SK0287  DESIGNATION -  1112 A
 SK0287  PID         -  SK0287
 SK0287  STATE/COUNTY-  MN/CASS
 SK0287  COUNTRY     -  US
 SK0287  USGS QUAD   -  BENEDICT (1996)
 SK0287
 SK0287                         *CURRENT SURVEY CONTROL
 SK0287  ______________________________________________________________________
 SK0287* NAD 83(1986) POSITION- 47 08 43.8    (N) 094 38 11.4    (W)   HD_HELD2  
 SK0287* NAVD 88 ORTHO HEIGHT -   400.170  (meters)    1312.89  (feet) ADJUSTED  
 SK0287  ______________________________________________________________________
 SK0287  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 SK0287  DYNAMIC HEIGHT  -        400.208 (meters)     1313.02  (feet) COMP
 SK0287  MODELED GRAVITY -    980,696.5   (mgal)                       NAVD 88
 SK0287
 SK0287  VERT ORDER      -  SECOND    CLASS I
 SK0287
 SK0287.The horizontal coordinates were established by autonomous hand held GPS
 SK0287.observations and have an estimated accuracy of +/- 10 meters.
 SK0287.
 SK0287.The orthometric height was determined by differential leveling and
 SK0287.adjusted in July 2008.
 SK0287
 SK0287.Photographs are available for this station.
 SK0287
 SK0287.The dynamic height is computed by dividing the NAVD 88
 SK0287.geopotential number by the normal gravity value computed on the
 SK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0287.degrees latitude (g = 980.6199 gals.).
 SK0287
 SK0287.The modeled gravity was interpolated from observed gravity values.
 SK0287
 SK0287;                    North         East    Units  Estimated Accuracy
 SK0287;SPC MN C     -   338,547.      770,684.      MT  (+/- 10 meters HH2 GPS)
 SK0287
 SK0287                          SUPERSEDED SURVEY CONTROL
 SK0287
 SK0287  NAVD 88 (06/15/91)  400.165  (m)         1312.87   (f) SUPERSEDED  1 2
 SK0287  NGVD 29 (??/??/92)  399.903  (m)         1312.02   (f) ADJ UNCH    1 2
 SK0287
 SK0287.Superseded values are not recommended for survey control.
 SK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0287.See file dsdata.txt to determine how the superseded data were derived.
 SK0287
 SK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7592322632(NAD 83)
 SK0287
 SK0287_MARKER: DB = BENCH MARK DISK
 SK0287_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0287_SP_SET: MONUMENT
 SK0287_STAMPING: 1112 A 1972
 SK0287_MARK LOGO: MNHD  
 SK0287_PROJECTION: PROJECTING 3 CENTIMETERS
 SK0287_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0287+STABILITY: SURFACE MOTION
 SK0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0287+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 SK0287
 SK0287  HISTORY     - Date     Condition        Report By
 SK0287  HISTORY     - 1972     MONUMENTED       MNHD
 SK0287  HISTORY     - 1980     GOOD             NGS
 SK0287  HISTORY     - 20020819 GOOD             MNDT
 SK0287  HISTORY     - 20070502 GOOD             MNDT
 SK0287  HISTORY     - 20090805 GOOD             GEOCAC
 SK0287
 SK0287                          STATION DESCRIPTION
 SK0287
 SK0287'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0287'2.5 MI E FROM BENEDICT.
 SK0287'MARK IS LOCATED 2.7 MILES EAST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0287'T.H. 200 AND COUNTY ROAD 38 (SOUTH) IN BENEDICT, 178 FEET WEST OF THE
 SK0287'CENTERLINE OF T.H. 371, AT MILE POINT 95.55, 147 FEET NORTH OF THE
 SK0287'CENTER LINE OF T.H. 200 AT MILE POINT 119.55, 60 FEET NORTHWEST OF THE
 SK0287'NORTHWEST EDGE OF DRIVEWAY IN A ROADSIDE REST AREA, 0.5 FEET EAST OF A
 SK0287'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2
 SK0287'INCHES ABOVE GROUND.  NW 1/4 SECTION 5, T 142, R 31. NOTE-- THIS MARK
 SK0287'IS 4.05 MILES NORTH ALONG T.H. 200 FROM THE JUNCTION OF T.H. 200 AND
 SK0287'T.H. 34 IN WALKER, AND ABOUT 16 MILES SOUTH ALONG T.H. 371 FROM THE
 SK0287'JUNCTION OF T.H. 371 AND T.H. 2 IN CASS LAKE.
 SK0287
 SK0287                          STATION RECOVERY (1980)
 SK0287
 SK0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0287'RECOVERED IN GOOD CONDITION.
 SK0287
 SK0287                          STATION RECOVERY (2002)
 SK0287
 SK0287'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0287'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SK0287
 SK0287                          STATION RECOVERY (2007)
 SK0287
 SK0287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0287'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF LAPORTE,
 SK0287'3.8 MI (6.1 KM) NORTHWEST OF WALKER AND 2.7 MI (4.3 KM) EAST-SOUTHEAST
 SK0287'OF BENEDICT.
 SK0287' 
 SK0287'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 SK0287'HIGHWAY 34 GO 4.0 MI (6.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 371 TO
 SK0287'MILE POINT 95.65 AND THE JUNCTION OF TRUNK HIGHWAY 200.  TO REACH THE
 SK0287'MARK FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 38 SOUTH
 SK0287'AT BENEDICT GO 2.7 MI (4.3 KM) EAST TO MILE POINT 119.6 AND THE
 SK0287'JUNCTION OF TRUNK HIGHWAY 200 AND TRUNK HIGHWAY 371.
 SK0287' 
 SK0287'THE MARK IS FOUND 147 FT (44.8 M) NORTH OF TRUNK HIGHWAY 200 AT MILE
 SK0287'POINT 119.6, 178 FT (54.3 M) WEST OF TRUNK HIGHWAY 371 AT MILE POINT
 SK0287'95.6, 60 FT (18.3 M) NORTHWEST OF THE NORTHWEST EDGE OF A REST AREA
 SK0287'DRIVEWAY AND O.5 FOOT EAST OF ITS WITNESS POST.
 SK0287
 SK0287                          STATION RECOVERY (2009)
 SK0287
 SK0287'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 SK0287'HH2    470843.5 943811.2
 SK0287' 
 SK0287' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0286 ***********************************************************************
 SK0286  DESIGNATION -  1112 B
 SK0286  PID         -  SK0286
 SK0286  STATE/COUNTY-  MN/CASS
 SK0286  COUNTRY     -  US
 SK0286  USGS QUAD   -  BENEDICT (1996)
 SK0286
 SK0286                         *CURRENT SURVEY CONTROL
 SK0286  ______________________________________________________________________
 SK0286* NAD 83(1986) POSITION- 47 08 53.6    (N) 094 39 15.4    (W)   HD_HELD2  
 SK0286* NAVD 88 ORTHO HEIGHT -   397.376  (meters)    1303.72  (feet) ADJUSTED  
 SK0286  ______________________________________________________________________
 SK0286  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0286  DYNAMIC HEIGHT  -        397.413 (meters)     1303.85  (feet) COMP
 SK0286  MODELED GRAVITY -    980,693.6   (mgal)                       NAVD 88
 SK0286
 SK0286  VERT ORDER      -  SECOND    CLASS I
 SK0286
 SK0286.The horizontal coordinates were established by autonomous hand held GPS
 SK0286.observations and have an estimated accuracy of +/- 10 meters.
 SK0286.
 SK0286.The orthometric height was determined by differential leveling and
 SK0286.adjusted in June 1991.
 SK0286
 SK0286.Photographs are available for this station.
 SK0286
 SK0286.The dynamic height is computed by dividing the NAVD 88
 SK0286.geopotential number by the normal gravity value computed on the
 SK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0286.degrees latitude (g = 980.6199 gals.).
 SK0286
 SK0286.The modeled gravity was interpolated from observed gravity values.
 SK0286
 SK0286;                    North         East    Units  Estimated Accuracy
 SK0286;SPC MN C     -   338,857.      769,337.      MT  (+/- 10 meters HH2 GPS)
 SK0286
 SK0286                          SUPERSEDED SURVEY CONTROL
 SK0286
 SK0286  NGVD 29 (??/??/92)  397.112  (m)         1302.86   (f) ADJ UNCH    2 0
 SK0286
 SK0286.Superseded values are not recommended for survey control.
 SK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0286.See file dsdata.txt to determine how the superseded data were derived.
 SK0286
 SK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7458222963(NAD 83)
 SK0286
 SK0286_MARKER: DD = SURVEY DISK
 SK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0286_SP_SET: MONUMENT
 SK0286_STAMPING: 1112 B 1972
 SK0286_MARK LOGO: MNHD  
 SK0286_PROJECTION: FLUSH
 SK0286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0286+STABILITY: SURFACE MOTION
 SK0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0286+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 SK0286
 SK0286  HISTORY     - Date     Condition        Report By
 SK0286  HISTORY     - 1972     MONUMENTED       MNHD
 SK0286  HISTORY     - 20020819 GOOD             MNDT
 SK0286  HISTORY     - 20070502 GOOD             MNDT
 SK0286
 SK0286                          STATION DESCRIPTION
 SK0286
 SK0286'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0286'1.7 MI E FROM BENEDICT.
 SK0286'MARK IS LOCATED 1.75 MILES EAST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0286'T.H. 200 AND COUNTY ROAD 38 IN BENEDICT, 0.4 MILES EAST OF THE
 SK0286'HUBBARD-CASS COUNTY LINE, 1 MILE WEST OF T.H. 371, 103 FEET NORTH OF
 SK0286'THE CENTERLINE OF T.H. 200 AT MILE POINT 118.6, 84 FEET NORTHWEST OF
 SK0286'THE WEST END OF A 15 INCH METAL CULVERT UNDER A FIELD ENTRANCE NORTH,
 SK0286'14 FEET NORTHWEST OF THE NORTHWEST FACE OF A 36 INCH WHITE PINE TREE,
 SK0286'0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 SK0286'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  NW 1/4 SECTION 6, T 142, R
 SK0286'31.
 SK0286
 SK0286                          STATION RECOVERY (2002)
 SK0286
 SK0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0286'RECOVERED AS DESCRIBED.
 SK0286
 SK0286                          STATION RECOVERY (2007)
 SK0286
 SK0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0286'1.75 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 38 AT
 SK0286'BENEDICT, 0.4 MILES EAST OF COUNTY LINE, 1 MILES WEST OF TRUNK HIGHWAY
 SK0286'371, 103 FEET NORTH OF TRUNK HIGHWAY 200, AT TRUNK HIGHWAY 200 MILE
 SK0286'POINT 118.6, 84 FEET NORTHWEST OF CULVERT UNDER FIELD ENTRANCE NORTH,
 SK0286'0.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6180 ***********************************************************************
 DE6180  DESIGNATION -  1113 A
 DE6180  PID         -  DE6180
 DE6180  STATE/COUNTY-  MN/CASS
 DE6180  COUNTRY     -  US
 DE6180  USGS QUAD   -  OSHAWA (1980)
 DE6180
 DE6180                         *CURRENT SURVEY CONTROL
 DE6180  ______________________________________________________________________
 DE6180* NAD 83(2007) POSITION- 46 48 13.36684(N) 094 40 53.42709(W)   ADJUSTED  
 DE6180* NAD 83(2007) ELLIP HT-   402.146 (meters)        (02/10/07)   ADJUSTED
 DE6180* NAD 83(2007) EPOCH   -  2002.00
 DE6180* NAVD 88 ORTHO HEIGHT -   429.798  (meters)    1410.10  (feet) ADJUSTED  
 DE6180  ______________________________________________________________________
 DE6180  NAD 83(2007) X  -   -356,983.576 (meters)                     COMP
 DE6180  NAD 83(2007) Y  - -4,359,304.059 (meters)                     COMP
 DE6180  NAD 83(2007) Z  -  4,627,148.756 (meters)                     COMP
 DE6180  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC09
 DE6180  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 DE6180  DYNAMIC HEIGHT  -        429.818 (meters)     1410.16  (feet) COMP
 DE6180  MODELED GRAVITY -    980,647.9   (mgal)                       NAVD 88
 DE6180
 DE6180  VERT ORDER      -  SECOND    CLASS I
 DE6180
 DE6180  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6180  Type                                         Horiz  Ellip  Dist(km)
 DE6180  -------------------------------------------------------------------
 DE6180  NETWORK                                       0.69   0.51
 DE6180  -------------------------------------------------------------------
 DE6180  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.62   0.40      2.58
 DE6180  -------------------------------------------------------------------
 DE6180  NOTE: Click here for information on individual local accuracy
 DE6180  values and other accuracy information.
 DE6180
 DE6180
 DE6180.The horizontal coordinates were established by GPS observations
 DE6180.and adjusted by the National Geodetic Survey in February 2007.
 DE6180
 DE6180.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6180.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6180
 DE6180.The horizontal coordinates are valid at the epoch date displayed above
 DE6180.which is a decimal equivalence of Year/Month/Day.
 DE6180
 DE6180.The orthometric height was determined by differential leveling and
 DE6180.adjusted in August 2002.
 DE6180
 DE6180.Photographs are available for this station.
 DE6180
 DE6180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6180
 DE6180.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6180
 DE6180.The ellipsoidal height was determined by GPS observations
 DE6180.and is referenced to NAD 83.
 DE6180
 DE6180.The dynamic height is computed by dividing the NAVD 88
 DE6180.geopotential number by the normal gravity value computed on the
 DE6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6180.degrees latitude (g = 980.6199 gals.).
 DE6180
 DE6180.The modeled gravity was interpolated from observed gravity values.
 DE6180
 DE6180. The following values were computed from the NAD 83(2007) position.
 DE6180
 DE6180;                    North         East     Units Scale Factor Converg.
 DE6180;SPC MN C     -   300,569.584   767,062.896   MT  0.99995548   -0 18 43.7
 DE6180;SPC MN C     -   986,118.71  2,516,605.52   sFT  0.99995548   -0 18 43.7
 DE6180;UTM  15      - 5,184,724.544   371,696.134   MT  0.99980233   -1 13 33.6
 DE6180
 DE6180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6180!SPC MN C     -   0.99993697  x   0.99995548  =   0.99989245
 DE6180!UTM  15      -   0.99993697  x   0.99980233  =   0.99973931
 DE6180
 DE6180                          SUPERSEDED SURVEY CONTROL
 DE6180
 DE6180  NAD 83(1996)-  46 48 13.36667(N)    094 40 53.42700(W) AD(       ) 1
 DE6180  ELLIP H (09/24/02)  402.172  (m)                       GP(       ) 4 1
 DE6180  NAVD 88 (09/24/02)  429.80   (m)         1410.1    (f) LEVELING    3  
 DE6180
 DE6180.Superseded values are not recommended for survey control.
 DE6180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6180.See file dsdata.txt to determine how the superseded data were derived.
 DE6180
 DE6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7169684724(NAD 83)
 DE6180
 DE6180_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6180_STAMPING: 1113 A 1998
 DE6180_MARK LOGO: MNDT  
 DE6180_PROJECTION: RECESSED 5 CENTIMETERS
 DE6180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6180+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DE6180_ROD/PIPE-DEPTH:  7.6 meters
 DE6180
 DE6180  HISTORY     - Date     Condition        Report By
 DE6180  HISTORY     - 19980825 MONUMENTED       MNDT
 DE6180  HISTORY     - 1998     GOOD             MNDT
 DE6180  HISTORY     - 20010319 GOOD             MNDT
 DE6180  HISTORY     - 20070404 GOOD             MNDT
 DE6180  HISTORY     - 20101103 GOOD             MNDT
 DE6180  HISTORY     - 20101103 GOOD             MNDT
 DE6180
 DE6180                          STATION DESCRIPTION
 DE6180
 DE6180'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6180'4.5 MI (7.2 KM) SSE OF BADOURA, 1.0 MI (1.6 KM) EAST ALONG TH 87 FROM
 DE6180'JCT OF TH 64 AND TH 87 4 MI (6.4 KM) SSE OF BADOURA, AT TH 87 MP
 DE6180'65.75, 53.5 FT (16.3 M) SOUTH OF TH 87, 38 FT (11.6 M) WEST OF RD, 33
 DE6180'FT (10.1 M) SW OF WEST END OF 30 INCH METAL CULVERT, 3.5 FT (1.1 M)
 DE6180'EAST OF WIT POST.
 DE6180
 DE6180                          STATION RECOVERY (1998)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6180'THE MARK IS LOCATED 4.5 MI (7.2 KM) SSE OF BADOURA, 1.0 MI (1.6 KM)
 DE6180'EAST ALONG TH 87 FROM JCT OF TH 64, AT TH 87 MP 65.75, 53.5 FT (16.3
 DE6180'M) SOUTH OF TH 87, 38 FT (11.6 M) WEST OF ROAD, 33 FT (10.1 M) SW OF
 DE6180'WEST END OF 30 INCH METAL CULVERT AND 3.5 FT (1.1 M) EAST OF WIT POST.
 DE6180'
 DE6180
 DE6180                          STATION RECOVERY (2001)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE6180'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 38
 DE6180'FT (11.6 M) WEST OF 76TH AVE SW, 3.5 FT (1.1 M) SOUTH OF WIT POST.
 DE6180'MARK IS RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.
 DE6180
 DE6180                          STATION RECOVERY (2007)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE6180'4.5 MILES SOUTH-SOUTHEAST OF BADOURA, 1.0 MILES EAST ALONG TRUNK
 DE6180'HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 4
 DE6180'MILES SOUTH-SOUTHEAST OF BADOURA, AT TRUNK HIGHWAY 87 MILE POINT
 DE6180'65.75, 53.5 FEET SOUTH OF TRUNK HIGHWAY 87, 38 FEET WEST OF 76TH
 DE6180'AVENUE SOUTHWEST, 33 FEET SOUTHWEST OF WEST END OF 30 INCH METAL
 DE6180'CULVERT, 3.5 FEET SOUTH OF WITNESS POST.
 DE6180
 DE6180                          STATION RECOVERY (2010)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DE6180'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE6180'THE MARK IS 4.5 MILES SOUTH-SOUTHEAST OF BADOURA, 1.0 MILE EAST ALONG
 DE6180'TRUNK HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DE6180'87, AT TRUNK HIGHWAY 87 MILEPOINT 65.75, 53.5 FEET SOUTH OF TRUNK
 DE6180'HIGHWAY 87, 38 FEET WEST OF 76TH AVENUE SOUTHWEST, 33 FEET SOUTHWEST
 DE6180'OF WEST END OF 30 INCH METAL CULVERT, 3.5 FEET SOUTH OF WITNESS POST.
 DE6180
 DE6180                          STATION RECOVERY (2010)
 DE6180
 DE6180'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DE6180'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6181 ***********************************************************************
 DE6181  DESIGNATION -  1113 B
 DE6181  PID         -  DE6181
 DE6181  STATE/COUNTY-  MN/CASS
 DE6181  COUNTRY     -  US
 DE6181  USGS QUAD   -  OSHAWA (1980)
 DE6181
 DE6181                         *CURRENT SURVEY CONTROL
 DE6181  ______________________________________________________________________
 DE6181* NAD 83(2007) POSITION- 46 48 12.28881(N) 094 39 35.35511(W)   ADJUSTED  
 DE6181* NAD 83(2007) ELLIP HT-   409.190 (meters)        (07/18/11)   ADJUSTED
 DE6181* NAD 83(2007) EPOCH   -  2002.00
 DE6181* NAVD 88 ORTHO HEIGHT -   436.861  (meters)    1433.27  (feet) ADJUSTED  
 DE6181  ______________________________________________________________________
 DE6181  NAD 83(2007) X  -   -355,335.901 (meters)                     COMP
 DE6181  NAD 83(2007) Y  - -4,359,467.861 (meters)                     COMP
 DE6181  NAD 83(2007) Z  -  4,627,131.103 (meters)                     COMP
 DE6181  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC09
 DE6181  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DE6181  DYNAMIC HEIGHT  -        436.879 (meters)     1433.33  (feet) COMP
 DE6181  MODELED GRAVITY -    980,643.0   (mgal)                       NAVD 88
 DE6181
 DE6181  HORZ ORDER      -  FIRST
 DE6181  VERT ORDER      -  SECOND    CLASS I
 DE6181  ELLP ORDER      -  FOURTH    CLASS I
 DE6181
 DE6181.The horizontal coordinates were established by GPS observations
 DE6181.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DE6181
 DE6181.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6181.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6181
 DE6181.The horizontal coordinates are valid at the epoch date displayed above
 DE6181.which is a decimal equivalence of Year/Month/Day.
 DE6181
 DE6181.The orthometric height was determined by differential leveling and
 DE6181.adjusted in August 2002.
 DE6181
 DE6181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6181
 DE6181.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6181
 DE6181.The ellipsoidal height was determined by GPS observations
 DE6181.and is referenced to NAD 83.
 DE6181
 DE6181.The dynamic height is computed by dividing the NAVD 88
 DE6181.geopotential number by the normal gravity value computed on the
 DE6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6181.degrees latitude (g = 980.6199 gals.).
 DE6181
 DE6181.The modeled gravity was interpolated from observed gravity values.
 DE6181
 DE6181. The following values were computed from the NAD 83(2007) position.
 DE6181
 DE6181;                    North         East     Units Scale Factor Converg.
 DE6181;SPC MN C     -   300,527.505   768,718.058   MT  0.99995544   -0 17 47.3
 DE6181;SPC MN C     -   985,980.66  2,522,035.83   sFT  0.99995544   -0 17 47.3
 DE6181;UTM  15      - 5,184,656.085   373,350.157   MT  0.99979715   -1 12 36.7
 DE6181
 DE6181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6181!SPC MN C     -   0.99993586  x   0.99995544  =   0.99989130
 DE6181!UTM  15      -   0.99993586  x   0.99979715  =   0.99973303
 DE6181
 DE6181|---------------------------------------------------------------------|
 DE6181| PID    Reference Object                     Distance      Geod. Az  |
 DE6181|                                                           dddmmss.s |
 DE6181| RO0922 ANDER                               306.281 METERS 08157     |
 DE6181| DM9897 932 36 RESET                         49.894 METERS 32801     |
 DE6181|---------------------------------------------------------------------|
 DE6181
 DE6181                          SUPERSEDED SURVEY CONTROL
 DE6181
 DE6181  NAD 83(2007)-  46 48 12.28968(N)    094 39 35.35600(W) AD(       ) 0
 DE6181  ELLIP H (02/10/07)  409.184  (m)                       GP(       )    
 DE6181  NAD 83(1996)-  46 48 12.28947(N)    094 39 35.35590(W) AD(       ) 1
 DE6181  ELLIP H (09/24/02)  409.210  (m)                       GP(       ) 4 1
 DE6181  NAVD 88 (09/24/02)  436.86   (m)         1433.3    (f) LEVELING    3  
 DE6181
 DE6181.Superseded values are not recommended for survey control.
 DE6181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6181.See file dsdata.txt to determine how the superseded data were derived.
 DE6181
 DE6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7335084656(NAD 83)
 DE6181
 DE6181_MARKER: DD = SURVEY DISK
 DE6181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6181_STAMPING: 1113 B 1998
 DE6181_MARK LOGO: MNDT  
 DE6181_PROJECTION: FLUSH
 DE6181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6181+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2010
 DE6181_ROD/PIPE-DEPTH:  4.6 meters
 DE6181
 DE6181  HISTORY     - Date     Condition        Report By
 DE6181  HISTORY     - 19980825 MONUMENTED       MNDT
 DE6181  HISTORY     - 1998     GOOD             MNDT
 DE6181  HISTORY     - 20010319 GOOD             MNDT
 DE6181  HISTORY     - 20101216 GOOD             MNDT
 DE6181  HISTORY     - 20101216 GOOD             MNDT
 DE6181
 DE6181                          STATION DESCRIPTION
 DE6181
 DE6181'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6181'7 MI (11.3 KM) WEST OF BACKUS, 9.3 MI (15.0 KM) WEST ALONG TH 87 FROM
 DE6181'JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 66.75, 107 FT (32.6 M)
 DE6181'SOUTH OF TH 87, 2 MI (3.2 KM) EAST OF TH 64, 32 FT (9.8 M) EAST OF CO
 DE6181'RD 112, 4 FT (1.2 M) WEST OF FENCE, 3.6 FT (1.1 M) WEST OF WIT POST.
 DE6181
 DE6181                          STATION RECOVERY (1998)
 DE6181
 DE6181'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6181'THE MARK IS LOCATED 9.3 MI (15.0 KM) WEST ALONG TH 87 FROM JCT OF TH
 DE6181'371 IN BACKUS, AT TH 87 MP 66.75, 107 FT (32.6 M) SOUTH OF TH 87, 2 MI
 DE6181'(3.2 KM) EAST OF TH 64, 32 FT (9.8 M) EAST OF CO RD 112, 4 FT (1.2 M)
 DE6181'WEST OF FENCE AND 3.6 FT (1.1 M) WEST OF WIT POST.
 DE6181
 DE6181                          STATION RECOVERY (2001)
 DE6181
 DE6181'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE6181'MARK RECOVERED AS DESCRIBED.  MARK IS FLUSH, MAGNETIC, AND SUITABLE
 DE6181'FOR GPS.
 DE6181
 DE6181                          STATION RECOVERY (2010)
 DE6181
 DE6181'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJG)
 DE6181'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE6181'THE MARK IS 7.0 MILES WEST OF BACKUS, 9.3 MILES WEST ALONG TRUNK
 DE6181'HIGHWAY 87 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 87 IN
 DE6181'BACKUS, 2.0 MILES EAST OF TRUNK HIGHWAY 64, AT TRUNK HIGHWAY 87
 DE6181'MILEPOINT 66.75, 107 FEET SOUTH OF TRUNK HIGHWAY 87, 163.8 FEET
 DE6181'SOUTH-SOUTHEAST OF STATION 932-36 RESET, 32 FEET EAST OF COUNTY ROAD
 DE6181'112, 4.0 FEET WEST OF FENCE, 3.6 FEET WEST OF WITNESS POST.
 DE6181
 DE6181                          STATION RECOVERY (2010)
 DE6181
 DE6181'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DE6181'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6182 ***********************************************************************
 DE6182  DESIGNATION -  1113 C
 DE6182  PID         -  DE6182
 DE6182  STATE/COUNTY-  MN/CASS
 DE6182  COUNTRY     -  US
 DE6182  USGS QUAD   -  BACKUS (1970)
 DE6182
 DE6182                         *CURRENT SURVEY CONTROL
 DE6182  ______________________________________________________________________
 DE6182* NAD 83(2007) POSITION- 46 48 15.73046(N) 094 36 10.34446(W)   ADJUSTED  
 DE6182* NAD 83(2007) ELLIP HT-   432.418 (meters)        (02/10/07)   ADJUSTED
 DE6182* NAD 83(2007) EPOCH   -  2002.00
 DE6182* NAVD 88 ORTHO HEIGHT -   460.155  (meters)    1509.69  (feet) ADJUSTED  
 DE6182  ______________________________________________________________________
 DE6182  NAD 83(2007) X  -   -350,997.824 (meters)                     COMP
 DE6182  NAD 83(2007) Y  - -4,359,757.498 (meters)                     COMP
 DE6182  NAD 83(2007) Z  -  4,627,220.788 (meters)                     COMP
 DE6182  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 DE6182  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 DE6182  DYNAMIC HEIGHT  -        460.171 (meters)     1509.74  (feet) COMP
 DE6182  MODELED GRAVITY -    980,634.8   (mgal)                       NAVD 88
 DE6182
 DE6182  VERT ORDER      -  SECOND    CLASS I
 DE6182
 DE6182  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6182  Type                                         Horiz  Ellip  Dist(km)
 DE6182  -------------------------------------------------------------------
 DE6182  NETWORK                                       0.73   0.53
 DE6182  -------------------------------------------------------------------
 DE6182  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.76   0.47      2.41
 DE6182  -------------------------------------------------------------------
 DE6182  NOTE: Click here for information on individual local accuracy
 DE6182  values and other accuracy information.
 DE6182
 DE6182
 DE6182.The horizontal coordinates were established by GPS observations
 DE6182.and adjusted by the National Geodetic Survey in February 2007.
 DE6182
 DE6182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6182.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6182
 DE6182.The horizontal coordinates are valid at the epoch date displayed above
 DE6182.which is a decimal equivalence of Year/Month/Day.
 DE6182
 DE6182.The orthometric height was determined by differential leveling and
 DE6182.adjusted in August 2002.
 DE6182
 DE6182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6182
 DE6182.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6182
 DE6182.The ellipsoidal height was determined by GPS observations
 DE6182.and is referenced to NAD 83.
 DE6182
 DE6182.The dynamic height is computed by dividing the NAVD 88
 DE6182.geopotential number by the normal gravity value computed on the
 DE6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6182.degrees latitude (g = 980.6199 gals.).
 DE6182
 DE6182.The modeled gravity was interpolated from observed gravity values.
 DE6182
 DE6182. The following values were computed from the NAD 83(2007) position.
 DE6182
 DE6182;                    North         East     Units Scale Factor Converg.
 DE6182;SPC MN C     -   300,612.848   773,065.340   MT  0.99995558   -0 15 19.0
 DE6182;SPC MN C     -   986,260.65  2,536,298.54   sFT  0.99995558   -0 15 19.0
 DE6182;UTM  15      - 5,184,672.101   377,697.528   MT  0.99978385   -1 10 07.2
 DE6182
 DE6182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6182!SPC MN C     -   0.99993222  x   0.99995558  =   0.99988780
 DE6182!UTM  15      -   0.99993222  x   0.99978385  =   0.99971609
 DE6182
 DE6182:                Primary Azimuth Mark                     Grid Az
 DE6182:SPC MN C     -  1113 D                                   123 18 24.7
 DE6182:UTM  15      -  1113 D                                   124 13 12.9
 DE6182
 DE6182|---------------------------------------------------------------------|
 DE6182| PID    Reference Object                     Distance      Geod. Az  |
 DE6182|                                                           dddmmss.s |
 DE6182| DE6183 1113 D                              APPROX. 1.1 KM 1230305.7 |
 DE6182|---------------------------------------------------------------------|
 DE6182
 DE6182                          SUPERSEDED SURVEY CONTROL
 DE6182
 DE6182  NAD 83(1996)-  46 48 15.73018(N)    094 36 10.34437(W) AD(       ) 1
 DE6182  ELLIP H (09/24/02)  432.446  (m)                       GP(       ) 4 1
 DE6182  NAVD 88 (09/24/02)  460.15   (m)         1509.7    (f) LEVELING    3  
 DE6182
 DE6182.Superseded values are not recommended for survey control.
 DE6182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6182.See file dsdata.txt to determine how the superseded data were derived.
 DE6182
 DE6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7769784672(NAD 83)
 DE6182
 DE6182_MARKER: DD = SURVEY DISK
 DE6182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6182_STAMPING: 1113 C 1998
 DE6182_MARK LOGO: MNDT  
 DE6182_PROJECTION: FLUSH
 DE6182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6182+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6182_ROD/PIPE-DEPTH: 10.0 meters
 DE6182
 DE6182  HISTORY     - Date     Condition        Report By
 DE6182  HISTORY     - 1998     MONUMENTED       MNDT
 DE6182  HISTORY     - 1998     GOOD             MNDT
 DE6182
 DE6182                          STATION DESCRIPTION
 DE6182
 DE6182'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6182'4.5 MI (7.2 KM) WSW OF BACKUS, 6.5 MI (10.5 KM) WEST ALONG TH 87 FROM
 DE6182'THE JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 69.55, 42.5 FT
 DE6182'(13.0 M) SOUTH OF TH 87, 2.7 FT (0.8 M) NORTH OF WIT POST.
 DE6182
 DE6182                          STATION RECOVERY (1998)
 DE6182
 DE6182'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6182'THE MARK IS LOCATED 6.5 MI (10.5 KM) WEST ALONG TH 87 FROM THE JCT OF
 DE6182'TH 371 IN BACKUS, AT TH 87 MP 69.55, 42.5 FT (13.0 M) SOUTH OF TH 87
 DE6182'AND 2.7 FT (0.8 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6183 ***********************************************************************
 DE6183  DESIGNATION -  1113 D
 DE6183  PID         -  DE6183
 DE6183  STATE/COUNTY-  MN/CASS
 DE6183  COUNTRY     -  US
 DE6183  USGS QUAD   -  BACKUS (1970)
 DE6183
 DE6183                         *CURRENT SURVEY CONTROL
 DE6183  ______________________________________________________________________
 DE6183* NAD 83(2007) POSITION- 46 47 56.44166(N) 094 35 27.18255(W)   ADJUSTED  
 DE6183* NAD 83(2007) ELLIP HT-   423.371 (meters)        (02/10/07)   ADJUSTED
 DE6183* NAD 83(2007) EPOCH   -  2002.00
 DE6183* NAVD 88 ORTHO HEIGHT -   451.126  (meters)    1480.07  (feet) ADJUSTED  
 DE6183  ______________________________________________________________________
 DE6183  NAD 83(2007) X  -   -350,119.776 (meters)                     COMP
 DE6183  NAD 83(2007) Y  - -4,360,257.523 (meters)                     COMP
 DE6183  NAD 83(2007) Z  -  4,626,806.439 (meters)                     COMP
 DE6183  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC09
 DE6183  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 DE6183  DYNAMIC HEIGHT  -        451.142 (meters)     1480.12  (feet) COMP
 DE6183  MODELED GRAVITY -    980,635.8   (mgal)                       NAVD 88
 DE6183
 DE6183  VERT ORDER      -  SECOND    CLASS I
 DE6183
 DE6183  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6183  Type                                         Horiz  Ellip  Dist(km)
 DE6183  -------------------------------------------------------------------
 DE6183  NETWORK                                       0.77   0.55
 DE6183  -------------------------------------------------------------------
 DE6183  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.78   0.47      2.36
 DE6183  -------------------------------------------------------------------
 DE6183  NOTE: Click here for information on individual local accuracy
 DE6183  values and other accuracy information.
 DE6183
 DE6183
 DE6183.The horizontal coordinates were established by GPS observations
 DE6183.and adjusted by the National Geodetic Survey in February 2007.
 DE6183
 DE6183.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6183.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6183
 DE6183.The horizontal coordinates are valid at the epoch date displayed above
 DE6183.which is a decimal equivalence of Year/Month/Day.
 DE6183
 DE6183.The orthometric height was determined by differential leveling and
 DE6183.adjusted in August 2002.
 DE6183
 DE6183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6183
 DE6183.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6183
 DE6183.The ellipsoidal height was determined by GPS observations
 DE6183.and is referenced to NAD 83.
 DE6183
 DE6183.The dynamic height is computed by dividing the NAVD 88
 DE6183.geopotential number by the normal gravity value computed on the
 DE6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6183.degrees latitude (g = 980.6199 gals.).
 DE6183
 DE6183.The modeled gravity was interpolated from observed gravity values.
 DE6183
 DE6183. The following values were computed from the NAD 83(2007) position.
 DE6183
 DE6183;                    North         East     Units Scale Factor Converg.
 DE6183;SPC MN C     -   300,013.240   773,977.917   MT  0.99995481   -0 14 47.7
 DE6183;SPC MN C     -   984,293.44  2,539,292.55   sFT  0.99995481   -0 14 47.7
 DE6183;UTM  15      - 5,184,058.128   378,600.276   MT  0.99978114   -1 09 35.4
 DE6183
 DE6183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6183!SPC MN C     -   0.99993364  x   0.99995481  =   0.99988845
 DE6183!UTM  15      -   0.99993364  x   0.99978114  =   0.99971479
 DE6183
 DE6183:                Primary Azimuth Mark                     Grid Az
 DE6183:SPC MN C     -  1113 C                                   303 18 24.9
 DE6183:UTM  15      -  1113 C                                   304 13 12.6
 DE6183
 DE6183|---------------------------------------------------------------------|
 DE6183| PID    Reference Object                     Distance      Geod. Az  |
 DE6183|                                                           dddmmss.s |
 DE6183| DE6182 1113 C                              APPROX. 1.1 KM 3030337.2 |
 DE6183|---------------------------------------------------------------------|
 DE6183
 DE6183                          SUPERSEDED SURVEY CONTROL
 DE6183
 DE6183  NAD 83(1996)-  46 47 56.44138(N)    094 35 27.18246(W) AD(       ) 1
 DE6183  ELLIP H (09/24/02)  423.398  (m)                       GP(       ) 4 1
 DE6183  NAVD 88 (09/24/02)  451.12   (m)         1480.0    (f) LEVELING    3  
 DE6183
 DE6183.Superseded values are not recommended for survey control.
 DE6183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6183.See file dsdata.txt to determine how the superseded data were derived.
 DE6183
 DE6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7860084058(NAD 83)
 DE6183
 DE6183_MARKER: DD = SURVEY DISK
 DE6183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6183_STAMPING: 1113 D 1998
 DE6183_MARK LOGO: MNDT  
 DE6183_PROJECTION: FLUSH
 DE6183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6183+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6183_ROD/PIPE-DEPTH:  7.6 meters
 DE6183
 DE6183  HISTORY     - Date     Condition        Report By
 DE6183  HISTORY     - 1998     MONUMENTED       MNDT
 DE6183  HISTORY     - 1998     GOOD             MNDT
 DE6183
 DE6183                          STATION DESCRIPTION
 DE6183
 DE6183'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6183'3.5 MI (5.6 KM) SW OF BACKUS, 5.7 MI (9.2 KM) WEST ALONG TH 87 FROM
 DE6183'THE JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 70.35, 34 FT (10.4
 DE6183'M) NORTH OF TH 87, 5.4 FT (1.6 M) SOUTH OF WIT POST.
 DE6183
 DE6183                          STATION RECOVERY (1998)
 DE6183
 DE6183'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6183'THE MARK IS LOCATED 5.7 MI (9.2 KM) WEST ALONG TH 87 FROM THE JCT OF
 DE6183'TH 371 IN BACKUS, AT TH 87 MP 70.35, 34 FT (10.4 M) NORTH OF TH 87 AND
 DE6183'5.4 FT (1.6 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6184 ***********************************************************************
 DE6184  DESIGNATION -  1113 E
 DE6184  PID         -  DE6184
 DE6184  STATE/COUNTY-  MN/CASS
 DE6184  COUNTRY     -  US
 DE6184  USGS QUAD   -  BACKUS (1970)
 DE6184
 DE6184                         *CURRENT SURVEY CONTROL
 DE6184  ______________________________________________________________________
 DE6184* NAD 83(2007) POSITION- 46 47 51.27308(N) 094 34 22.24773(W)   ADJUSTED  
 DE6184* NAD 83(2007) ELLIP HT-   409.119 (meters)        (02/10/07)   ADJUSTED
 DE6184* NAD 83(2007) EPOCH   -  2002.00
 DE6184* NAVD 88 ORTHO HEIGHT -   436.889  (meters)    1433.36  (feet) ADJUSTED  
 DE6184  ______________________________________________________________________
 DE6184  NAD 83(2007) X  -   -348,755.592 (meters)                     COMP
 DE6184  NAD 83(2007) Y  - -4,360,473.785 (meters)                     COMP
 DE6184  NAD 83(2007) Z  -  4,626,686.783 (meters)                     COMP
 DE6184  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC09
 DE6184  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DE6184  DYNAMIC HEIGHT  -        436.905 (meters)     1433.41  (feet) COMP
 DE6184  MODELED GRAVITY -    980,638.3   (mgal)                       NAVD 88
 DE6184
 DE6184  VERT ORDER      -  SECOND    CLASS I
 DE6184
 DE6184  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6184  Type                                         Horiz  Ellip  Dist(km)
 DE6184  -------------------------------------------------------------------
 DE6184  NETWORK                                       0.66   0.49
 DE6184  -------------------------------------------------------------------
 DE6184  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.75   0.47      3.66
 DE6184  -------------------------------------------------------------------
 DE6184  NOTE: Click here for information on individual local accuracy
 DE6184  values and other accuracy information.
 DE6184
 DE6184
 DE6184.The horizontal coordinates were established by GPS observations
 DE6184.and adjusted by the National Geodetic Survey in February 2007.
 DE6184
 DE6184.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6184.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6184
 DE6184.The horizontal coordinates are valid at the epoch date displayed above
 DE6184.which is a decimal equivalence of Year/Month/Day.
 DE6184
 DE6184.The orthometric height was determined by differential leveling and
 DE6184.adjusted in August 2002.
 DE6184
 DE6184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6184
 DE6184.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6184
 DE6184.The ellipsoidal height was determined by GPS observations
 DE6184.and is referenced to NAD 83.
 DE6184
 DE6184.The dynamic height is computed by dividing the NAVD 88
 DE6184.geopotential number by the normal gravity value computed on the
 DE6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6184.degrees latitude (g = 980.6199 gals.).
 DE6184
 DE6184.The modeled gravity was interpolated from observed gravity values.
 DE6184
 DE6184. The following values were computed from the NAD 83(2007) position.
 DE6184
 DE6184;                    North         East     Units Scale Factor Converg.
 DE6184;SPC MN C     -   299,847.875   775,354.184   MT  0.99995461   -0 14 00.8
 DE6184;SPC MN C     -   983,750.90  2,543,807.85   sFT  0.99995461   -0 14 00.8
 DE6184;UTM  15      - 5,183,870.883   379,973.492   MT  0.99977707   -1 08 47.9
 DE6184
 DE6184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6184!SPC MN C     -   0.99993587  x   0.99995461  =   0.99989049
 DE6184!UTM  15      -   0.99993587  x   0.99977707  =   0.99971296
 DE6184
 DE6184                          SUPERSEDED SURVEY CONTROL
 DE6184
 DE6184  NAD 83(1996)-  46 47 51.27279(N)    094 34 22.24765(W) AD(       ) 1
 DE6184  ELLIP H (09/24/02)  409.143  (m)                       GP(       ) 4 1
 DE6184  NAVD 88 (09/24/02)  436.89   (m)         1433.4    (f) LEVELING    3  
 DE6184
 DE6184.Superseded values are not recommended for survey control.
 DE6184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6184.See file dsdata.txt to determine how the superseded data were derived.
 DE6184
 DE6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7997383870(NAD 83)
 DE6184
 DE6184_MARKER: DD = SURVEY DISK
 DE6184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6184_STAMPING: 1113 E 1998
 DE6184_MARK LOGO: MNDT  
 DE6184_PROJECTION: FLUSH
 DE6184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6184+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6184_ROD/PIPE-DEPTH: 10.7 meters
 DE6184
 DE6184  HISTORY     - Date     Condition        Report By
 DE6184  HISTORY     - 1998     MONUMENTED       MNDT
 DE6184  HISTORY     - 1998     GOOD             MNDT
 DE6184
 DE6184                          STATION DESCRIPTION
 DE6184
 DE6184'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6184'3 MI (4.8 KM) SW OF BACKUS, 5.0 MI (8.0 KM) WEST ALONG TH 87 FROM THE
 DE6184'JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 71.05, 38.5 FT (11.7 M)
 DE6184'NORTH OF TH 87, 26 FT (7.9 M) EAST OF DRIVEWAY TO THE SOUTH, 3.8 FT
 DE6184'(1.2 M) WEST OF WIT POST.
 DE6184
 DE6184                          STATION RECOVERY (1998)
 DE6184
 DE6184'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6184'THE MARK IS LOCATED 3 MI (4.8 KM) SW OF BACKUS, 5.0 MI (8.0 KM) WEST
 DE6184'ALONG TH 87 FROM THE JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP
 DE6184'71.05, 38.5 FT (11.7 M) NORTH OF TH 87, 26 FT (7.9 M) EAST OF DRIVEWAY
 DE6184'TO THE SOUTH AND 3.8 FT (1.2 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6185 ***********************************************************************
 DE6185  DESIGNATION -  1113 F
 DE6185  PID         -  DE6185
 DE6185  STATE/COUNTY-  MN/CASS
 DE6185  COUNTRY     -  US
 DE6185  USGS QUAD   -  BACKUS (1970)
 DE6185
 DE6185                         *CURRENT SURVEY CONTROL
 DE6185  ______________________________________________________________________
 DE6185* NAD 83(2007) POSITION- 46 47 53.22935(N) 094 31 59.57303(W)   ADJUSTED  
 DE6185* NAD 83(2007) ELLIP HT-   383.919 (meters)        (02/10/07)   ADJUSTED
 DE6185* NAD 83(2007) EPOCH   -  2002.00
 DE6185* NAVD 88 ORTHO HEIGHT -   411.743  (meters)    1350.86  (feet) ADJUSTED  
 DE6185  ______________________________________________________________________
 DE6185  NAD 83(2007) X  -   -345,734.497 (meters)                     COMP
 DE6185  NAD 83(2007) Y  - -4,360,652.881 (meters)                     COMP
 DE6185  NAD 83(2007) Z  -  4,626,709.771 (meters)                     COMP
 DE6185  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC09
 DE6185  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DE6185  DYNAMIC HEIGHT  -        411.760 (meters)     1350.92  (feet) COMP
 DE6185  MODELED GRAVITY -    980,642.9   (mgal)                       NAVD 88
 DE6185
 DE6185  VERT ORDER      -  SECOND    CLASS I
 DE6185
 DE6185  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6185  Type                                         Horiz  Ellip  Dist(km)
 DE6185  -------------------------------------------------------------------
 DE6185  NETWORK                                       0.94   0.67
 DE6185  -------------------------------------------------------------------
 DE6185  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.97   0.63      1.89
 DE6185  -------------------------------------------------------------------
 DE6185  NOTE: Click here for information on individual local accuracy
 DE6185  values and other accuracy information.
 DE6185
 DE6185
 DE6185.The horizontal coordinates were established by GPS observations
 DE6185.and adjusted by the National Geodetic Survey in February 2007.
 DE6185
 DE6185.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6185.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6185
 DE6185.The horizontal coordinates are valid at the epoch date displayed above
 DE6185.which is a decimal equivalence of Year/Month/Day.
 DE6185
 DE6185.The orthometric height was determined by differential leveling and
 DE6185.adjusted in August 2002.
 DE6185
 DE6185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6185
 DE6185.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6185
 DE6185.The ellipsoidal height was determined by GPS observations
 DE6185.and is referenced to NAD 83.
 DE6185
 DE6185.The dynamic height is computed by dividing the NAVD 88
 DE6185.geopotential number by the normal gravity value computed on the
 DE6185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6185.degrees latitude (g = 980.6199 gals.).
 DE6185
 DE6185.The modeled gravity was interpolated from observed gravity values.
 DE6185
 DE6185. The following values were computed from the NAD 83(2007) position.
 DE6185
 DE6185;                    North         East     Units Scale Factor Converg.
 DE6185;SPC MN C     -   299,896.706   778,379.847   MT  0.99995469   -0 12 17.5
 DE6185;SPC MN C     -   983,911.11  2,553,734.55   sFT  0.99995469   -0 12 17.5
 DE6185;UTM  15      - 5,183,871.497   382,998.998   MT  0.99976826   -1 07 03.9
 DE6185
 DE6185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6185!SPC MN C     -   0.99993982  x   0.99995469  =   0.99989452
 DE6185!UTM  15      -   0.99993982  x   0.99976826  =   0.99970810
 DE6185
 DE6185                          SUPERSEDED SURVEY CONTROL
 DE6185
 DE6185  NAD 83(1996)-  46 47 53.22905(N)    094 31 59.57299(W) AD(       ) 1
 DE6185  ELLIP H (09/24/02)  383.939  (m)                       GP(       ) 4 1
 DE6185  NAVD 88 (09/24/02)  411.74   (m)         1350.9    (f) LEVELING    3  
 DE6185
 DE6185.Superseded values are not recommended for survey control.
 DE6185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6185.See file dsdata.txt to determine how the superseded data were derived.
 DE6185
 DE6185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8299883871(NAD 83)
 DE6185
 DE6185_MARKER: DD = SURVEY DISK
 DE6185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6185_STAMPING: 1113 F 1998
 DE6185_MARK LOGO: MNDT  
 DE6185_PROJECTION: FLUSH
 DE6185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6185+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6185_ROD/PIPE-DEPTH: 30.2 meters
 DE6185
 DE6185  HISTORY     - Date     Condition        Report By
 DE6185  HISTORY     - 1998     MONUMENTED       MNDT
 DE6185  HISTORY     - 1998     GOOD             MNDT
 DE6185
 DE6185                          STATION DESCRIPTION
 DE6185
 DE6185'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6185'1.5 MI (2.4 KM) SW OF BACKUS, 3.05 MI (4.91 KM) WEST ALONG TH 87 FROM
 DE6185'THE JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 73, 82 FT (25.0 M)
 DE6185'SOUTH OF TH 87, 30 FT (9.1 M) EAST OF CO RD 113, 6 FT (1.8 M) WEST OF
 DE6185'FENCE, 5.0 FT (1.5 M) WEST OF WIT POST.
 DE6185
 DE6185                          STATION RECOVERY (1998)
 DE6185
 DE6185'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6185'THE MARK IS LOCATED 3.05 MI (4.91 KM) WEST ALONG TH 87 FROM THE JCT OF
 DE6185'TH 371 IN BACKUS, AT TH 87 MP 73, 82 FT (25.0 M) SOUTH OF TH 87, 30 FT
 DE6185'(9.1 M) EAST OF CO RD 113, 6 FT (1.8 M) WEST OF FENCE AND 5.0 FT (1.5
 DE6185'M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6186 ***********************************************************************
 DE6186  DESIGNATION -  1113 G
 DE6186  PID         -  DE6186
 DE6186  STATE/COUNTY-  MN/CASS
 DE6186  COUNTRY     -  US
 DE6186  USGS QUAD   -  BACKUS (1970)
 DE6186
 DE6186                         *CURRENT SURVEY CONTROL
 DE6186  ______________________________________________________________________
 DE6186* NAD 83(2007) POSITION- 46 48 08.55511(N) 094 30 47.41379(W)   ADJUSTED  
 DE6186* NAD 83(2007) ELLIP HT-   381.190 (meters)        (02/10/07)   ADJUSTED
 DE6186* NAD 83(2007) EPOCH   -  2002.00
 DE6186* NAVD 88 ORTHO HEIGHT -   409.041  (meters)    1342.00  (feet) ADJUSTED  
 DE6186  ______________________________________________________________________
 DE6186  NAD 83(2007) X  -   -344,181.659 (meters)                     COMP
 DE6186  NAD 83(2007) Y  - -4,360,427.762 (meters)                     COMP
 DE6186  NAD 83(2007) Z  -  4,627,031.765 (meters)                     COMP
 DE6186  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 DE6186  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DE6186  DYNAMIC HEIGHT  -        409.058 (meters)     1342.05  (feet) COMP
 DE6186  MODELED GRAVITY -    980,643.8   (mgal)                       NAVD 88
 DE6186
 DE6186  VERT ORDER      -  SECOND    CLASS I
 DE6186
 DE6186  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6186  Type                                         Horiz  Ellip  Dist(km)
 DE6186  -------------------------------------------------------------------
 DE6186  NETWORK                                       0.76   0.55
 DE6186  -------------------------------------------------------------------
 DE6186  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.81   0.49      1.34
 DE6186  -------------------------------------------------------------------
 DE6186  NOTE: Click here for information on individual local accuracy
 DE6186  values and other accuracy information.
 DE6186
 DE6186
 DE6186.The horizontal coordinates were established by GPS observations
 DE6186.and adjusted by the National Geodetic Survey in February 2007.
 DE6186
 DE6186.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6186.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6186
 DE6186.The horizontal coordinates are valid at the epoch date displayed above
 DE6186.which is a decimal equivalence of Year/Month/Day.
 DE6186
 DE6186.The orthometric height was determined by differential leveling and
 DE6186.adjusted in August 2002.
 DE6186
 DE6186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6186
 DE6186.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6186
 DE6186.The ellipsoidal height was determined by GPS observations
 DE6186.and is referenced to NAD 83.
 DE6186
 DE6186.The dynamic height is computed by dividing the NAVD 88
 DE6186.geopotential number by the normal gravity value computed on the
 DE6186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6186.degrees latitude (g = 980.6199 gals.).
 DE6186
 DE6186.The modeled gravity was interpolated from observed gravity values.
 DE6186
 DE6186. The following values were computed from the NAD 83(2007) position.
 DE6186
 DE6186;                    North         East     Units Scale Factor Converg.
 DE6186;SPC MN C     -   300,364.659   779,911.558   MT  0.99995529   -0 11 25.3
 DE6186;SPC MN C     -   985,446.39  2,558,759.84   sFT  0.99995529   -0 11 25.3
 DE6186;UTM  15      - 5,184,314.904   384,537.679   MT  0.99976386   -1 06 11.6
 DE6186
 DE6186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6186!SPC MN C     -   0.99994025  x   0.99995529  =   0.99989554
 DE6186!UTM  15      -   0.99994025  x   0.99976386  =   0.99970412
 DE6186
 DE6186:                Primary Azimuth Mark                     Grid Az
 DE6186:SPC MN C     -  1113 H                                   179 49 47.5
 DE6186:UTM  15      -  1113 H                                   180 44 33.8
 DE6186
 DE6186|---------------------------------------------------------------------|
 DE6186| PID    Reference Object                     Distance      Geod. Az  |
 DE6186|                                                           dddmmss.s |
 DE6186| DE6187 1113 H                              APPROX. 1.3 KM 1793822.2 |
 DE6186|---------------------------------------------------------------------|
 DE6186
 DE6186                          SUPERSEDED SURVEY CONTROL
 DE6186
 DE6186  NAD 83(1996)-  46 48 08.55483(N)    094 30 47.41375(W) AD(       ) 1
 DE6186  ELLIP H (09/24/02)  381.211  (m)                       GP(       ) 4 1
 DE6186  NAVD 88 (09/24/02)  409.04   (m)         1342.0    (f) LEVELING    3  
 DE6186
 DE6186.Superseded values are not recommended for survey control.
 DE6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6186.See file dsdata.txt to determine how the superseded data were derived.
 DE6186
 DE6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8453784314(NAD 83)
 DE6186
 DE6186_MARKER: DD = SURVEY DISK
 DE6186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6186_STAMPING: 1113 G 1998
 DE6186_MARK LOGO: MNDT  
 DE6186_PROJECTION: FLUSH
 DE6186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6186+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6186_ROD/PIPE-DEPTH: 16.8 meters
 DE6186
 DE6186  HISTORY     - Date     Condition        Report By
 DE6186  HISTORY     - 1998     MONUMENTED       MNDT
 DE6186  HISTORY     - 1998     GOOD             MNDT
 DE6186
 DE6186                          STATION DESCRIPTION
 DE6186
 DE6186'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6186'1.25 MI (2.01 KM) SOUTH OF BACKUS, 2 MI (3.2 KM) WEST AND SOUTH ALONG
 DE6186'TH 87 FROM THE JCT OF TH 371 AND TH 87 IN BACKUS, AT TH 87 MP 74.05,
 DE6186'19 FT (5.8 M) WEST OF TH 87, 68 FT (20.7 M) SSW OF P-POLE, 81 FT (24.7
 DE6186'M) EAST OF STATE TRAIL, 3.0 FT (0.9 M) NNE OF WIT POST.
 DE6186
 DE6186                          STATION RECOVERY (1998)
 DE6186
 DE6186'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6186'THE MARK IS LOCATED 2 MI (3.2 KM) WEST AND SOUTH ALONG TH 87 FROM THE
 DE6186'JCT OF TH 371 IN BACKUS, AT TH 87 MP 74.05, 19 FT (5.8 M) WEST OF TH
 DE6186'87, 68 FT (20.7 M) SSW OF P-POLE, 81 FT (24.7 M) EAST OF STATE TRAIL
 DE6186'AND 3.0 FT (0.9 M) NNE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6187 ***********************************************************************
 DE6187  DESIGNATION -  1113 H
 DE6187  PID         -  DE6187
 DE6187  STATE/COUNTY-  MN/CASS
 DE6187  COUNTRY     -  US
 DE6187  USGS QUAD   -  BACKUS (1970)
 DE6187
 DE6187                         *CURRENT SURVEY CONTROL
 DE6187  ______________________________________________________________________
 DE6187* NAD 83(2007) POSITION- 46 47 27.76041(N) 094 30 47.04006(W)   ADJUSTED  
 DE6187* NAD 83(2007) ELLIP HT-   384.115 (meters)        (02/10/07)   ADJUSTED
 DE6187* NAD 83(2007) EPOCH   -  2002.00
 DE6187* NAVD 88 ORTHO HEIGHT -   411.961  (meters)    1351.58  (feet) ADJUSTED  
 DE6187  ______________________________________________________________________
 DE6187  NAD 83(2007) X  -   -344,246.174 (meters)                     COMP
 DE6187  NAD 83(2007) Y  - -4,361,345.842 (meters)                     COMP
 DE6187  NAD 83(2007) Z  -  4,626,171.449 (meters)                     COMP
 DE6187  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC09
 DE6187  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DE6187  DYNAMIC HEIGHT  -        411.977 (meters)     1351.63  (feet) COMP
 DE6187  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DE6187
 DE6187  VERT ORDER      -  SECOND    CLASS I
 DE6187
 DE6187  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6187  Type                                         Horiz  Ellip  Dist(km)
 DE6187  -------------------------------------------------------------------
 DE6187  NETWORK                                       1.00   0.67
 DE6187  -------------------------------------------------------------------
 DE6187  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.06   0.63      1.16
 DE6187  -------------------------------------------------------------------
 DE6187  NOTE: Click here for information on individual local accuracy
 DE6187  values and other accuracy information.
 DE6187
 DE6187
 DE6187.The horizontal coordinates were established by GPS observations
 DE6187.and adjusted by the National Geodetic Survey in February 2007.
 DE6187
 DE6187.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6187.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6187
 DE6187.The horizontal coordinates are valid at the epoch date displayed above
 DE6187.which is a decimal equivalence of Year/Month/Day.
 DE6187
 DE6187.The orthometric height was determined by differential leveling and
 DE6187.adjusted in August 2002.
 DE6187
 DE6187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6187
 DE6187.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6187
 DE6187.The ellipsoidal height was determined by GPS observations
 DE6187.and is referenced to NAD 83.
 DE6187
 DE6187.The dynamic height is computed by dividing the NAVD 88
 DE6187.geopotential number by the normal gravity value computed on the
 DE6187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6187.degrees latitude (g = 980.6199 gals.).
 DE6187
 DE6187.The modeled gravity was interpolated from observed gravity values.
 DE6187
 DE6187. The following values were computed from the NAD 83(2007) position.
 DE6187
 DE6187;                    North         East     Units Scale Factor Converg.
 DE6187;SPC MN C     -   299,104.969   779,915.298   MT  0.99995370   -0 11 25.1
 DE6187;SPC MN C     -   981,313.55  2,558,772.11   sFT  0.99995370   -0 11 25.1
 DE6187;UTM  15      - 5,183,055.555   384,521.356   MT  0.99976391   -1 06 10.6
 DE6187
 DE6187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6187!SPC MN C     -   0.99993979  x   0.99995370  =   0.99989349
 DE6187!UTM  15      -   0.99993979  x   0.99976391  =   0.99970372
 DE6187
 DE6187:                Primary Azimuth Mark                     Grid Az
 DE6187:SPC MN C     -  1113 G                                   359 49 47.5
 DE6187:UTM  15      -  1113 G                                   000 44 33.0
 DE6187
 DE6187|---------------------------------------------------------------------|
 DE6187| PID    Reference Object                     Distance      Geod. Az  |
 DE6187|                                                           dddmmss.s |
 DE6187| DE6186 1113 G                              APPROX. 1.3 KM 3593822.4 |
 DE6187|---------------------------------------------------------------------|
 DE6187
 DE6187                          SUPERSEDED SURVEY CONTROL
 DE6187
 DE6187  NAD 83(1996)-  46 47 27.76009(N)    094 30 47.03997(W) AD(       ) 1
 DE6187  ELLIP H (09/24/02)  384.136  (m)                       GP(       ) 4 1
 DE6187  NAVD 88 (09/24/02)  411.96   (m)         1351.6    (f) LEVELING    3  
 DE6187
 DE6187.Superseded values are not recommended for survey control.
 DE6187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6187.See file dsdata.txt to determine how the superseded data were derived.
 DE6187
 DE6187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8452183055(NAD 83)
 DE6187
 DE6187_MARKER: DD = SURVEY DISK
 DE6187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6187_STAMPING: 1113 H 1998
 DE6187_MARK LOGO: MNDT  
 DE6187_PROJECTION: FLUSH
 DE6187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6187+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6187_ROD/PIPE-DEPTH: 21.3 meters
 DE6187
 DE6187  HISTORY     - Date     Condition        Report By
 DE6187  HISTORY     - 1998     MONUMENTED       MNDT
 DE6187  HISTORY     - 1998     GOOD             MNDT
 DE6187
 DE6187                          STATION DESCRIPTION
 DE6187
 DE6187'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6187'2 MI (3.2 KM) SOUTH OF BACKUS, 2.05 MI (3.30 KM) SOUTH ALONG TH 371
 DE6187'FROM THE JCT OF TH 371 AND TH 87 IN BACKUS TO TH 371 MP 68.2 THENCE
 DE6187'0.5 MI (0.8 KM) WEST ON RD, 33 FT (10.1 M) SOUTH OF E-W RD, 38 FT
 DE6187'(11.6 M) EAST OF N-S RD, 7.6 FT (2.3 M) EAST OF P-POLE, 3.6 FT (1.1 M)
 DE6187'WEST OF WIT POST.
 DE6187
 DE6187                          STATION RECOVERY (1998)
 DE6187
 DE6187'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6187'THE MARK IS LOCATED 2.05 MI (3.30 KM) SOUTH ALONG TH 371 FROM THE JCT
 DE6187'OF TH 87 IN BACKUS TO TH 371 MP 68.2 THEN 0.5 MI (0.8 KM) WEST ON RD,
 DE6187'33 FT (10.1 M) SOUTH OF ROAD, 38 FT (11.6 M) EAST OF ROAD, 7.6 FT (2.3
 DE6187'M) EAST OF P-POLE AND 3.6 FT (1.1 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8349 ***********************************************************************
 DE8349  DESIGNATION -  1114 A
 DE8349  PID         -  DE8349
 DE8349  STATE/COUNTY-  MN/CASS
 DE8349  COUNTRY     -  US
 DE8349  USGS QUAD   -  MILDRED (1980)
 DE8349
 DE8349                         *CURRENT SURVEY CONTROL
 DE8349  ______________________________________________________________________
 DE8349* NAD 83(2007) POSITION- 46 51 01.38340(N) 094 23 03.43778(W)   ADJUSTED  
 DE8349* NAD 83(2007) ELLIP HT-   378.452 (meters)        (02/10/07)   ADJUSTED
 DE8349* NAD 83(2007) EPOCH   -  2002.00
 DE8349* NAVD 88 ORTHO HEIGHT -   406.462  (meters)    1333.53  (feet) ADJUSTED  
 DE8349  ______________________________________________________________________
 DE8349  NAD 83(2007) X  -   -334,074.670 (meters)                     COMP
 DE8349  NAD 83(2007) Y  - -4,357,308.106 (meters)                     COMP
 DE8349  NAD 83(2007) Z  -  4,630,681.561 (meters)                     COMP
 DE8349  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC09
 DE8349  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DE8349  DYNAMIC HEIGHT  -        406.481 (meters)     1333.60  (feet) COMP
 DE8349  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DE8349
 DE8349  VERT ORDER      -  SECOND    CLASS I
 DE8349
 DE8349  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8349  Type                                         Horiz  Ellip  Dist(km)
 DE8349  -------------------------------------------------------------------
 DE8349  NETWORK                                       0.79   0.73
 DE8349  -------------------------------------------------------------------
 DE8349  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.43      1.95
 DE8349  -------------------------------------------------------------------
 DE8349  NOTE: Click here for information on individual local accuracy
 DE8349  values and other accuracy information.
 DE8349
 DE8349
 DE8349.The horizontal coordinates were established by GPS observations
 DE8349.and adjusted by the National Geodetic Survey in February 2007.
 DE8349
 DE8349.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8349.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8349
 DE8349.The horizontal coordinates are valid at the epoch date displayed above
 DE8349.which is a decimal equivalence of Year/Month/Day.
 DE8349
 DE8349.The orthometric height was determined by differential leveling and
 DE8349.adjusted in August 2004.
 DE8349
 DE8349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8349
 DE8349.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8349
 DE8349.The ellipsoidal height was determined by GPS observations
 DE8349.and is referenced to NAD 83.
 DE8349
 DE8349.The dynamic height is computed by dividing the NAVD 88
 DE8349.geopotential number by the normal gravity value computed on the
 DE8349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8349.degrees latitude (g = 980.6199 gals.).
 DE8349
 DE8349.The modeled gravity was interpolated from observed gravity values.
 DE8349
 DE8349. The following values were computed from the NAD 83(2007) position.
 DE8349
 DE8349;                    North         East     Units Scale Factor Converg.
 DE8349;SPC MN C     -   305,676.659   789,758.485   MT  0.99996249   -0 05 49.7
 DE8349;SPC MN C     - 1,002,874.17  2,591,065.96   sFT  0.99996249   -0 05 49.7
 DE8349;UTM  15      - 5,189,468.273   394,465.915   MT  0.99973689   -1 00 36.1
 DE8349
 DE8349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8349!SPC MN C     -   0.99994068  x   0.99996249  =   0.99990317
 DE8349!UTM  15      -   0.99994068  x   0.99973689  =   0.99967759
 DE8349
 DE8349                          SUPERSEDED SURVEY CONTROL
 DE8349
 DE8349  NAD 83(1996)-  46 51 01.38323(N)    094 23 03.43772(W) AD(       ) 1
 DE8349  ELLIP H (10/21/02)  378.465  (m)                       GP(       ) 3 2
 DE8349  NAVD 88 (10/21/02)  406.47   (m)         1333.6    (f) LEVELING    3  
 DE8349
 DE8349.Superseded values are not recommended for survey control.
 DE8349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8349.See file dsdata.txt to determine how the superseded data were derived.
 DE8349
 DE8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9446589468(NAD 83)
 DE8349
 DE8349_MARKER: DD = SURVEY DISK
 DE8349_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8349_STAMPING: 1114 A 1999
 DE8349_MARK LOGO: MNDT  
 DE8349_PROJECTION: FLUSH
 DE8349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8349+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8349_ROD/PIPE-DEPTH: 30.4 meters
 DE8349
 DE8349  HISTORY     - Date     Condition        Report By
 DE8349  HISTORY     - 1999     MONUMENTED       MNDT
 DE8349  HISTORY     - 19991004 GOOD             MNDT
 DE8349
 DE8349                          STATION DESCRIPTION
 DE8349
 DE8349'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8349'6.5 MI (10.5 KM) ENE OF BACKUS, 6.35 MI (10.22 KM) EAST ALONG TH 87
 DE8349'FROM JCT OF TH 87 AND T H 371, (1MI NORTH OF BACKUS) , TO TH 87 MP
 DE8349'83.35, THEN 0.1 MI (0.2 KM) NORTH ON 20TH AVE NW, 30.0FT EAST OF 20TH
 DE8349'AVE NW, 49.3 FT (15.0 M) NNW OF P-POLE, 2.8 FT (0.9 M) NORTH OF WIT
 DE8349'POST.,
 DE8349
 DE8349                          STATION RECOVERY (1999)
 DE8349
 DE8349'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8349'6.5 MI (10.5 KM) ENE OF BACKUS, 6.35 MI (10.22 KM) EAST ALONG TH 87
 DE8349'FROM JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS), TO TH 87 MP
 DE8349'83.35, THEN 0.1 MI (0.2 KM) NORTH ON 20TH AVE NW, 30.0 FT (9.1 M) EAST
 DE8349'OF 20TH AVE NW, 49.3 FT (15.0 M) NNW OF P-POLE, 2.8 FT (0.9 M) NORTH
 DE8349'OF WIT POST, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8350 ***********************************************************************
 DE8350  DESIGNATION -  1114 B
 DE8350  PID         -  DE8350
 DE8350  STATE/COUNTY-  MN/CASS
 DE8350  COUNTRY     -  US
 DE8350  USGS QUAD   -  MILDRED (1980)
 DE8350
 DE8350                         *CURRENT SURVEY CONTROL
 DE8350  ______________________________________________________________________
 DE8350* NAD 83(2007) POSITION- 46 50 27.03465(N) 094 25 57.55317(W)   ADJUSTED  
 DE8350* NAD 83(2007) ELLIP HT-   374.545 (meters)        (02/10/07)   ADJUSTED
 DE8350* NAD 83(2007) EPOCH   -  2002.00
 DE8350* NAVD 88 ORTHO HEIGHT -   402.491  (meters)    1320.51  (feet) ADJUSTED  
 DE8350  ______________________________________________________________________
 DE8350  NAD 83(2007) X  -   -337,812.309 (meters)                     COMP
 DE8350  NAD 83(2007) Y  - -4,357,793.403 (meters)                     COMP
 DE8350  NAD 83(2007) Z  -  4,629,953.193 (meters)                     COMP
 DE8350  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DE8350  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DE8350  DYNAMIC HEIGHT  -        402.509 (meters)     1320.56  (feet) COMP
 DE8350  MODELED GRAVITY -    980,647.4   (mgal)                       NAVD 88
 DE8350
 DE8350  VERT ORDER      -  SECOND    CLASS I
 DE8350
 DE8350  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8350  Type                                         Horiz  Ellip  Dist(km)
 DE8350  -------------------------------------------------------------------
 DE8350  NETWORK                                       0.81   0.74
 DE8350  -------------------------------------------------------------------
 DE8350  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.45      1.98
 DE8350  -------------------------------------------------------------------
 DE8350  NOTE: Click here for information on individual local accuracy
 DE8350  values and other accuracy information.
 DE8350
 DE8350
 DE8350.The horizontal coordinates were established by GPS observations
 DE8350.and adjusted by the National Geodetic Survey in February 2007.
 DE8350
 DE8350.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8350.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8350
 DE8350.The horizontal coordinates are valid at the epoch date displayed above
 DE8350.which is a decimal equivalence of Year/Month/Day.
 DE8350
 DE8350.The orthometric height was determined by differential leveling and
 DE8350.adjusted in August 2004.
 DE8350
 DE8350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8350
 DE8350.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8350
 DE8350.The ellipsoidal height was determined by GPS observations
 DE8350.and is referenced to NAD 83.
 DE8350
 DE8350.The dynamic height is computed by dividing the NAVD 88
 DE8350.geopotential number by the normal gravity value computed on the
 DE8350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8350.degrees latitude (g = 980.6199 gals.).
 DE8350
 DE8350.The modeled gravity was interpolated from observed gravity values.
 DE8350
 DE8350. The following values were computed from the NAD 83(2007) position.
 DE8350
 DE8350;                    North         East     Units Scale Factor Converg.
 DE8350;SPC MN C     -   304,623.395   786,067.451   MT  0.99996100   -0 07 55.7
 DE8350;SPC MN C     -   999,418.59  2,578,956.30   sFT  0.99996100   -0 07 55.7
 DE8350;UTM  15      - 5,188,474.172   390,759.383   MT  0.99974667   -1 02 42.6
 DE8350
 DE8350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8350!SPC MN C     -   0.99994129  x   0.99996100  =   0.99990229
 DE8350!UTM  15      -   0.99994129  x   0.99974667  =   0.99968798
 DE8350
 DE8350                          SUPERSEDED SURVEY CONTROL
 DE8350
 DE8350  NAD 83(1996)-  46 50 27.03448(N)    094 25 57.55311(W) AD(       ) 1
 DE8350  ELLIP H (10/21/02)  374.559  (m)                       GP(       ) 3 2
 DE8350  NAVD 88 (10/21/02)  402.50   (m)         1320.5    (f) LEVELING    3  
 DE8350
 DE8350.Superseded values are not recommended for survey control.
 DE8350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8350.See file dsdata.txt to determine how the superseded data were derived.
 DE8350
 DE8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9075988474(NAD 83)
 DE8350
 DE8350_MARKER: DD = SURVEY DISK
 DE8350_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8350_STAMPING: 1114 B 1999
 DE8350_MARK LOGO: MNDT  
 DE8350_PROJECTION: RECESSED 5 CENTIMETERS
 DE8350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8350+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8350_ROD/PIPE-DEPTH: 15.2 meters
 DE8350
 DE8350  HISTORY     - Date     Condition        Report By
 DE8350  HISTORY     - 1999     MONUMENTED       MNDT
 DE8350  HISTORY     - 19991004 GOOD             MNDT
 DE8350
 DE8350                          STATION DESCRIPTION
 DE8350
 DE8350'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8350'4.0 MI (6.4 KM) EAST OF BACKUS, 3.65 MI (5.87 KM) EAST ALONG TH 87
 DE8350'FROM JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS) , AT TH 87 MP
 DE8350'80.65, 74.5 FT (22.7 M) SOUTH OF TH 87, 20.0 FT (6.1 M) EASTOF CO RD
 DE8350'42, 27.9 FT (8.5 M) SW OF P-POLE WITH TRANSFORMER , 4.7 FT (1.4 M)
 DE8350'WEST OF WIT POST., 2
 DE8350
 DE8350                          STATION RECOVERY (1999)
 DE8350
 DE8350'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8350'4.0 MI (6.4 KM) EAST OF BACKUS, 3.65 MI (5.87 KM) EAST ALONG TH 87
 DE8350'FROM JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS), AT TH 87 MP
 DE8350'80.65, 74.5 FT (22.7 M) SOUTH OF TH 87, 20.0 FT (6.1 M) EAST OF CO RD
 DE8350'42, 27.9 FT (8.5 M) SW OF P-POLE WITH TRANSFORMER, 4.7 FT (1.4 M) WEST
 DE8350'OF WIT POST, MAGNETIC, RECESSED 2 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8351 ***********************************************************************
 DE8351  DESIGNATION -  1114 C
 DE8351  PID         -  DE8351
 DE8351  STATE/COUNTY-  MN/CASS
 DE8351  COUNTRY     -  US
 DE8351  USGS QUAD   -  MILDRED (1980)
 DE8351
 DE8351                         *CURRENT SURVEY CONTROL
 DE8351  ______________________________________________________________________
 DE8351* NAD 83(2007) POSITION- 46 50 25.09589(N) 094 27 02.20057(W)   ADJUSTED  
 DE8351* NAD 83(2007) ELLIP HT-   380.973 (meters)        (02/10/07)   ADJUSTED
 DE8351* NAD 83(2007) EPOCH   -  2002.00
 DE8351* NAVD 88 ORTHO HEIGHT -   408.898  (meters)    1341.53  (feet) ADJUSTED  
 DE8351  ______________________________________________________________________
 DE8351  NAD 83(2007) X  -   -339,181.840 (meters)                     COMP
 DE8351  NAD 83(2007) Y  - -4,357,735.238 (meters)                     COMP
 DE8351  NAD 83(2007) Z  -  4,629,916.928 (meters)                     COMP
 DE8351  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC09
 DE8351  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DE8351  DYNAMIC HEIGHT  -        408.916 (meters)     1341.59  (feet) COMP
 DE8351  MODELED GRAVITY -    980,647.7   (mgal)                       NAVD 88
 DE8351
 DE8351  VERT ORDER      -  SECOND    CLASS I
 DE8351
 DE8351  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8351  Type                                         Horiz  Ellip  Dist(km)
 DE8351  -------------------------------------------------------------------
 DE8351  NETWORK                                       0.73   0.71
 DE8351  -------------------------------------------------------------------
 DE8351  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.53      1.55
 DE8351  -------------------------------------------------------------------
 DE8351  NOTE: Click here for information on individual local accuracy
 DE8351  values and other accuracy information.
 DE8351
 DE8351
 DE8351.The horizontal coordinates were established by GPS observations
 DE8351.and adjusted by the National Geodetic Survey in February 2007.
 DE8351
 DE8351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8351.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8351
 DE8351.The horizontal coordinates are valid at the epoch date displayed above
 DE8351.which is a decimal equivalence of Year/Month/Day.
 DE8351
 DE8351.The orthometric height was determined by differential leveling and
 DE8351.adjusted in August 2004.
 DE8351
 DE8351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8351
 DE8351.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8351
 DE8351.The ellipsoidal height was determined by GPS observations
 DE8351.and is referenced to NAD 83.
 DE8351
 DE8351.The dynamic height is computed by dividing the NAVD 88
 DE8351.geopotential number by the normal gravity value computed on the
 DE8351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8351.degrees latitude (g = 980.6199 gals.).
 DE8351
 DE8351.The modeled gravity was interpolated from observed gravity values.
 DE8351
 DE8351. The following values were computed from the NAD 83(2007) position.
 DE8351
 DE8351;                    North         East     Units Scale Factor Converg.
 DE8351;SPC MN C     -   304,566.843   784,697.522   MT  0.99996092   -0 08 42.4
 DE8351;SPC MN C     -   999,233.05  2,574,461.79   sFT  0.99996092   -0 08 42.4
 DE8351;UTM  15      - 5,188,439.465   389,389.018   MT  0.99975038   -1 03 29.7
 DE8351
 DE8351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8351!SPC MN C     -   0.99994028  x   0.99996092  =   0.99990121
 DE8351!UTM  15      -   0.99994028  x   0.99975038  =   0.99969068
 DE8351
 DE8351                          SUPERSEDED SURVEY CONTROL
 DE8351
 DE8351  NAD 83(1996)-  46 50 25.09567(N)    094 27 02.20054(W) AD(       ) 1
 DE8351  ELLIP H (10/21/02)  380.991  (m)                       GP(       ) 3 2
 DE8351  NAVD 88 (10/21/02)  408.90   (m)         1341.5    (f) LEVELING    3  
 DE8351
 DE8351.Superseded values are not recommended for survey control.
 DE8351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8351.See file dsdata.txt to determine how the superseded data were derived.
 DE8351
 DE8351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8938988439(NAD 83)
 DE8351
 DE8351_MARKER: DD = SURVEY DISK
 DE8351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8351_STAMPING: 1114 C 1999
 DE8351_MARK LOGO: MNDT  
 DE8351_PROJECTION: RECESSED 3 CENTIMETERS
 DE8351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8351+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8351_ROD/PIPE-DEPTH: 25.9 meters
 DE8351
 DE8351  HISTORY     - Date     Condition        Report By
 DE8351  HISTORY     - 1999     MONUMENTED       MNDT
 DE8351  HISTORY     - 19991004 GOOD             MNDT
 DE8351
 DE8351                          STATION DESCRIPTION
 DE8351
 DE8351'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8351'3.0 MI (4.8 KM) EAST OF BACKUS, 2.65 MI (4.26 KM) EAST ALONG TH 87
 DE8351'FROM JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS) , AT TH 87 MP
 DE8351'79.65, 31.5 FT (9.6 M) WEST OF T H 87, 49.5 FT (15.1 M) NORTHOF ENT,
 DE8351'36.0 FT (11.0 M) NE OF SOUTH WOOD GATE POST.  5.4 FT (1.6 M) EAST OF
 DE8351'FENCE, 3.3 FT (1.0 M) EASTOF WIT POST.
 DE8351
 DE8351                          STATION RECOVERY (1999)
 DE8351
 DE8351'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8351'3.0 MI (4.8 KM) EAST OF BACKUS, 2.65 MI (4.26 KM) EAST ALONG TH 87
 DE8351'FROM JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS), AT TH 87 MP
 DE8351'79.65, 31.5 FT (9.6 M) WEST OF TH 87, 49.5 FT (15.1 M) NORTH OF ENT,
 DE8351'36.0 FT (11.0 M) NE OF SOUTH WOOD GATE POST, 5.4 FT (1.6 M) EAST OF
 DE8351'FENCE, 3.3 FT (1.0 M) EAST OF WIT POST, MAGNETIC, RECESSED 1 IN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8352 ***********************************************************************
 DE8352  DESIGNATION -  1114 D
 DE8352  PID         -  DE8352
 DE8352  STATE/COUNTY-  MN/CASS
 DE8352  COUNTRY     -  US
 DE8352  USGS QUAD   -  MILDRED (1980)
 DE8352
 DE8352                         *CURRENT SURVEY CONTROL
 DE8352  ______________________________________________________________________
 DE8352* NAD 83(2007) POSITION- 46 50 04.51192(N) 094 28 53.73562(W)   ADJUSTED  
 DE8352* NAD 83(2007) ELLIP HT-   381.946 (meters)        (02/10/07)   ADJUSTED
 DE8352* NAD 83(2007) EPOCH   -  2002.00
 DE8352* NAVD 88 ORTHO HEIGHT -   409.826  (meters)    1344.57  (feet) ADJUSTED  
 DE8352  ______________________________________________________________________
 DE8352  NAD 83(2007) X  -   -341,574.462 (meters)                     COMP
 DE8352  NAD 83(2007) Y  - -4,358,014.105 (meters)                     COMP
 DE8352  NAD 83(2007) Z  -  4,629,482.795 (meters)                     COMP
 DE8352  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC09
 DE8352  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DE8352  DYNAMIC HEIGHT  -        409.846 (meters)     1344.64  (feet) COMP
 DE8352  MODELED GRAVITY -    980,648.3   (mgal)                       NAVD 88
 DE8352
 DE8352  VERT ORDER      -  SECOND    CLASS I
 DE8352
 DE8352  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8352  Type                                         Horiz  Ellip  Dist(km)
 DE8352  -------------------------------------------------------------------
 DE8352  NETWORK                                       0.68   0.63
 DE8352  -------------------------------------------------------------------
 DE8352  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.45      1.68
 DE8352  -------------------------------------------------------------------
 DE8352  NOTE: Click here for information on individual local accuracy
 DE8352  values and other accuracy information.
 DE8352
 DE8352
 DE8352.The horizontal coordinates were established by GPS observations
 DE8352.and adjusted by the National Geodetic Survey in February 2007.
 DE8352
 DE8352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8352.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8352
 DE8352.The horizontal coordinates are valid at the epoch date displayed above
 DE8352.which is a decimal equivalence of Year/Month/Day.
 DE8352
 DE8352.The orthometric height was determined by differential leveling and
 DE8352.adjusted in August 2004.
 DE8352
 DE8352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8352
 DE8352.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8352
 DE8352.The ellipsoidal height was determined by GPS observations
 DE8352.and is referenced to NAD 83.
 DE8352
 DE8352.The dynamic height is computed by dividing the NAVD 88
 DE8352.geopotential number by the normal gravity value computed on the
 DE8352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8352.degrees latitude (g = 980.6199 gals.).
 DE8352
 DE8352.The modeled gravity was interpolated from observed gravity values.
 DE8352
 DE8352. The following values were computed from the NAD 83(2007) position.
 DE8352
 DE8352;                    North         East     Units Scale Factor Converg.
 DE8352;SPC MN C     -   303,937.687   782,332.389   MT  0.99996004   -0 10 03.1
 DE8352;SPC MN C     -   997,168.89  2,566,702.18   sFT  0.99996004   -0 10 03.1
 DE8352;UTM  15      - 5,187,848.206   387,014.650   MT  0.99975690   -1 04 50.7
 DE8352
 DE8352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8352!SPC MN C     -   0.99994013  x   0.99996004  =   0.99990017
 DE8352!UTM  15      -   0.99994013  x   0.99975690  =   0.99969705
 DE8352
 DE8352                          SUPERSEDED SURVEY CONTROL
 DE8352
 DE8352  NAD 83(1996)-  46 50 04.51171(N)    094 28 53.73561(W) AD(       ) 1
 DE8352  ELLIP H (10/21/02)  381.964  (m)                       GP(       ) 3 2
 DE8352  NAVD 88 (10/21/02)  409.83   (m)         1344.6    (f) LEVELING    3  
 DE8352
 DE8352.Superseded values are not recommended for survey control.
 DE8352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8352.See file dsdata.txt to determine how the superseded data were derived.
 DE8352
 DE8352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8701487848(NAD 83)
 DE8352
 DE8352_MARKER: DD = SURVEY DISK
 DE8352_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8352_STAMPING: 1114 D 1999
 DE8352_MARK LOGO: MNDT  
 DE8352_PROJECTION: FLUSH
 DE8352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8352+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1999
 DE8352_ROD/PIPE-DEPTH: 30.4 meters
 DE8352
 DE8352  HISTORY     - Date     Condition        Report By
 DE8352  HISTORY     - 1999     MONUMENTED       MNDT
 DE8352  HISTORY     - 19991004 GOOD             MNDT
 DE8352
 DE8352                          STATION DESCRIPTION
 DE8352
 DE8352'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8352'1.75 MI (2.82 KM) NE OF BACKUS, 1.0 MI (1.6 KM) EAST ALONG TH 87 FROM
 DE8352'JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS) , AT TH 87 MP 78.0,
 DE8352'43.0 FT (13.1 M) SOUTH OF T H 87, 18.5 FT (5.6 M) SOUTHOF MP 78, 1.6
 DE8352'FT (0.5 M) NORTH OF FENCE, 119.0 FT (36.3 M) WSW OF P -POLE, 3.0 FT
 DE8352'(0.9 M) EAST OF WIT POST.
 DE8352
 DE8352                          STATION RECOVERY (1999)
 DE8352
 DE8352'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 DE8352'1.75 MI (2.82 KM) NE OF BACKUS, 1.0 MI (1.6 KM) EAST ALONG TH 87 FROM
 DE8352'JCT OF TH 87 AND TH 371, (1 MI NORTH OF BACKUS), AT TH 87 MP 78.0,
 DE8352'43.0 FT (13.1 M) SOUTH OF TH 87, 18.5 FT (5.6 M) SOUTH OF MILEPOST 78,
 DE8352'1.6 FT (0.5 M) NORTH OF FENCE, 119.0 FT (36.3 M) WSW OF P-POLE, 3.0 FT
 DE8352'(0.9 M) EAST OF WIT POST, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0318 ***********************************************************************
 RO0318  DESIGNATION -  1115 A
 RO0318  PID         -  RO0318
 RO0318  STATE/COUNTY-  MN/CASS
 RO0318  COUNTRY     -  US
 RO0318  USGS QUAD   -  MOTLEY (1963)
 RO0318
 RO0318                         *CURRENT SURVEY CONTROL
 RO0318  ______________________________________________________________________
 RO0318* NAD 83(1986) POSITION- 46 20 30.     (N) 094 38 37.     (W)   SCALED    
 RO0318* NAVD 88 ORTHO HEIGHT -   373.451  (meters)    1225.23  (feet) ADJUSTED  
 RO0318  ______________________________________________________________________
 RO0318  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0318  DYNAMIC HEIGHT  -        373.458 (meters)     1225.25  (feet) COMP
 RO0318  MODELED GRAVITY -    980,620.7   (mgal)                       NAVD 88
 RO0318
 RO0318  VERT ORDER      -  SECOND    CLASS 0
 RO0318
 RO0318.The horizontal coordinates were scaled from a topographic map and have
 RO0318.an estimated accuracy of +/- 6 seconds.
 RO0318.
 RO0318.The orthometric height was determined by differential leveling and
 RO0318.adjusted in June 1991.
 RO0318
 RO0318.The dynamic height is computed by dividing the NAVD 88
 RO0318.geopotential number by the normal gravity value computed on the
 RO0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0318.degrees latitude (g = 980.6199 gals.).
 RO0318
 RO0318.The modeled gravity was interpolated from observed gravity values.
 RO0318
 RO0318;                    North         East    Units  Estimated Accuracy
 RO0318;SPC MN C     -   249,200.      769,700.      MT  (+/- 180 meters Scaled)
 RO0318
 RO0318                          SUPERSEDED SURVEY CONTROL
 RO0318
 RO0318  NGVD 29 (??/??/92)  373.237  (m)         1224.53   (f) ADJ UNCH    2 0
 RO0318
 RO0318.Superseded values are not recommended for survey control.
 RO0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0318.See file dsdata.txt to determine how the superseded data were derived.
 RO0318
 RO0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM735333(NAD 83)
 RO0318
 RO0318_MARKER: DD = SURVEY DISK
 RO0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0318_SP_SET: ABUTMENT
 RO0318_STAMPING: 1115 A 1973
 RO0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0318
 RO0318  HISTORY     - Date     Condition        Report By
 RO0318  HISTORY     - 1973     MONUMENTED       MNDT
 RO0318
 RO0318                          STATION DESCRIPTION
 RO0318
 RO0318'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0318'IN MOTLEY.
 RO0318'THE MARK IS SET IN A DRILL HOLE IN THE NORTHEAST ABUTMENT (NORTHERN
 RO0318'MOST) OF BRIDGE 5396 (TRUNK HIGHWAY 210 OVER CROW WING RIVER) AT MILE
 RO0318'POST 100.9.  IT IS 4.2 FEET NORTHWEST OF FACE OF THE NORTHWEST CURB OF
 RO0318'THE BRIDGE AND IS ABOUT 1 FOOT HIGHER THAN TRUNK HIGHWAY 210. SW1/4
 RO0318'SECTION 7, T 133N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0317 ***********************************************************************
 RO0317  DESIGNATION -  1115 B
 RO0317  PID         -  RO0317
 RO0317  STATE/COUNTY-  MN/CASS
 RO0317  COUNTRY     -  US
 RO0317  USGS QUAD   -  MOTLEY (1963)
 RO0317
 RO0317                         *CURRENT SURVEY CONTROL
 RO0317  ______________________________________________________________________
 RO0317* NAD 83(1986) POSITION- 46 20 36.     (N) 094 38 19.     (W)   SCALED    
 RO0317* NAVD 88 ORTHO HEIGHT -   372.854  (meters)    1223.27  (feet) ADJUSTED  
 RO0317  ______________________________________________________________________
 RO0317  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0317  DYNAMIC HEIGHT  -        372.860 (meters)     1223.29  (feet) COMP
 RO0317  MODELED GRAVITY -    980,621.2   (mgal)                       NAVD 88
 RO0317
 RO0317  VERT ORDER      -  SECOND    CLASS I
 RO0317
 RO0317.The horizontal coordinates were scaled from a topographic map and have
 RO0317.an estimated accuracy of +/- 6 seconds.
 RO0317.
 RO0317.The orthometric height was determined by differential leveling and
 RO0317.adjusted in June 1991.
 RO0317
 RO0317.The dynamic height is computed by dividing the NAVD 88
 RO0317.geopotential number by the normal gravity value computed on the
 RO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0317.degrees latitude (g = 980.6199 gals.).
 RO0317
 RO0317.The modeled gravity was interpolated from observed gravity values.
 RO0317
 RO0317;                    North         East    Units  Estimated Accuracy
 RO0317;SPC MN C     -   249,380.      770,090.      MT  (+/- 180 meters Scaled)
 RO0317
 RO0317                          SUPERSEDED SURVEY CONTROL
 RO0317
 RO0317  NGVD 29 (??/??/92)  372.640  (m)         1222.57   (f) ADJ UNCH    2 0
 RO0317
 RO0317.Superseded values are not recommended for survey control.
 RO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0317.See file dsdata.txt to determine how the superseded data were derived.
 RO0317
 RO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM739335(NAD 83)
 RO0317
 RO0317_MARKER: DD = SURVEY DISK
 RO0317_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0317_SP_SET: BRIDGE ABUTMENT
 RO0317_STAMPING: 1115 B 1973
 RO0317_MARK LOGO: MNDT  
 RO0317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0317+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2000
 RO0317
 RO0317  HISTORY     - Date     Condition        Report By
 RO0317  HISTORY     - 1973     MONUMENTED       MNDT
 RO0317  HISTORY     - 20000228 GOOD             MNDT
 RO0317
 RO0317                          STATION DESCRIPTION
 RO0317
 RO0317'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0317'0.2 MI NE FROM MOTLEY.
 RO0317'THE MARK IS 0.2 MILE MEASURED EASTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0317'THE JUNCTION OF TRUNK HIGHWAYS 64 AND 210 AT MOTLEY IN THE SOUTHEAST
 RO0317'CORNER (ABUTMENT) OF BRIDGE 5474 (TRUNK HIGHWAY 210 OVER MISQUITO
 RO0317'CREEK).  (MILEPOST 101.2).  IT IS 2.5 FEET SOUTH OF SOUTH FACE OF
 RO0317'SOUTH CURB OF THE BRIDGE AND IS ABOUT 1 FOOT ABOVE TRUNK HIGHWAY 210.
 RO0317'THE MARK IS SET IN A DRILL HOLE IN THE ABUTMENT.  SW1/4 SECTION 7, T
 RO0317'133N, R 31W.
 RO0317
 RO0317                          STATION RECOVERY (2000)
 RO0317
 RO0317'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0317'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0323 ***********************************************************************
 RO0323  DESIGNATION -  1115 C
 RO0323  PID         -  RO0323
 RO0323  STATE/COUNTY-  MN/CASS
 RO0323  COUNTRY     -  US
 RO0323  USGS QUAD   -  MOTLEY SE (1963)
 RO0323
 RO0323                         *CURRENT SURVEY CONTROL
 RO0323  ______________________________________________________________________
 RO0323* NAD 83(2007) POSITION- 46 20 44.54645(N) 094 37 19.16602(W)   ADJUSTED  
 RO0323* NAD 83(2007) ELLIP HT-   352.386 (meters)        (02/10/07)   ADJUSTED
 RO0323* NAD 83(2007) EPOCH   -  2002.00
 RO0323* NAVD 88 ORTHO HEIGHT -   379.500  (meters)    1245.08  (feet) ADJUSTED  
 RO0323  ______________________________________________________________________
 RO0323  NAD 83(2007) X  -   -355,432.133 (meters)                     COMP
 RO0323  NAD 83(2007) Y  - -4,396,496.981 (meters)                     COMP
 RO0323  NAD 83(2007) Z  -  4,592,112.577 (meters)                     COMP
 RO0323  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC09
 RO0323  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0323  DYNAMIC HEIGHT  -        379.507 (meters)     1245.10  (feet) COMP
 RO0323  MODELED GRAVITY -    980,622.3   (mgal)                       NAVD 88
 RO0323
 RO0323  VERT ORDER      -  SECOND    CLASS I
 RO0323
 RO0323  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0323  Type                                         Horiz  Ellip  Dist(km)
 RO0323  -------------------------------------------------------------------
 RO0323  NETWORK                                       0.85   0.84
 RO0323  -------------------------------------------------------------------
 RO0323  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   0.73      1.97
 RO0323  -------------------------------------------------------------------
 RO0323  NOTE: Click here for information on individual local accuracy
 RO0323  values and other accuracy information.
 RO0323
 RO0323
 RO0323.The horizontal coordinates were established by GPS observations
 RO0323.and adjusted by the National Geodetic Survey in February 2007.
 RO0323
 RO0323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0323.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0323
 RO0323.The horizontal coordinates are valid at the epoch date displayed above
 RO0323.which is a decimal equivalence of Year/Month/Day.
 RO0323
 RO0323.The orthometric height was determined by differential leveling and
 RO0323.adjusted in January 2008.
 RO0323
 RO0323.Photographs are available for this station.
 RO0323
 RO0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0323
 RO0323.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0323
 RO0323.The ellipsoidal height was determined by GPS observations
 RO0323.and is referenced to NAD 83.
 RO0323
 RO0323.The dynamic height is computed by dividing the NAVD 88
 RO0323.geopotential number by the normal gravity value computed on the
 RO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0323.degrees latitude (g = 980.6199 gals.).
 RO0323
 RO0323.The modeled gravity was interpolated from observed gravity values.
 RO0323
 RO0323. The following values were computed from the NAD 83(2007) position.
 RO0323
 RO0323;                    North         East     Units Scale Factor Converg.
 RO0323;SPC MN C     -   249,637.418   771,366.708   MT  0.99992204   -0 16 08.7
 RO0323;SPC MN C     -   819,018.76  2,530,725.61   sFT  0.99992204   -0 16 08.7
 RO0323;UTM  15      - 5,133,737.463   375,190.760   MT  0.99979148   -1 10 25.3
 RO0323
 RO0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0323!SPC MN C     -   0.99994476  x   0.99992204  =   0.99986681
 RO0323!UTM  15      -   0.99994476  x   0.99979148  =   0.99973625
 RO0323
 RO0323                          SUPERSEDED SURVEY CONTROL
 RO0323
 RO0323  NAD 83(1996)-  46 20 44.54625(N)    094 37 19.16564(W) AD(       ) 1
 RO0323  ELLIP H (10/22/03)  352.412  (m)                       GP(       ) 4 1
 RO0323  NAVD 88 (10/22/03)  379.51   (m)         1245.1    (f) LEVELING    3  
 RO0323  NAVD 88 (06/15/91)  379.506  (m)         1245.10   (f) SUPERSEDED  2 0
 RO0323  NGVD 29 (??/??/92)  379.295  (m)         1244.40   (f) ADJ UNCH    2 0
 RO0323
 RO0323.Superseded values are not recommended for survey control.
 RO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0323.See file dsdata.txt to determine how the superseded data were derived.
 RO0323
 RO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7519033737(NAD 83)
 RO0323
 RO0323_MARKER: DV = VERTICAL CONTROL DISK
 RO0323_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0323_STAMPING: 1115 C 1973
 RO0323_MARK LOGO: MNHD  
 RO0323_PROJECTION: PROJECTING 36 CENTIMETERS
 RO0323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0323+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 RO0323
 RO0323  HISTORY     - Date     Condition        Report By
 RO0323  HISTORY     - 19730501 MONUMENTED       MNHD
 RO0323  HISTORY     - 20000627 GOOD             MNDT
 RO0323  HISTORY     - 20060613 GOOD             MNDT
 RO0323  HISTORY     - 20101129 GOOD             MNDT
 RO0323
 RO0323                          STATION DESCRIPTION
 RO0323
 RO0323'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0323'1 MI E FROM MOTLEY.
 RO0323'THE MARK IS 0.1 MILE MEASURED NORTH ALONG TOWNSHIP ROAD FROM THE
 RO0323'JUNCTION WITH TRUNK HIGHWAY 210 (MILEPOST 102) WHICH IS 1 MILE
 RO0323'MEASURED EAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK
 RO0323'HIGHWAYS 64 AND 210 AT MOTLEY.  IT IS 24 FEET EAST OF TOWNSHIP ROAD,
 RO0323'116 FEET SOUTH OF DRIVE WEST, 192 FEET SOUTH OF POWER POLE
 RO0323'(NORTH-SOUTH LINE TO HOUSE), 252 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 RO0323'1 1/2 STORY FRAME HOUSE.  IT IS 0.8 FOOT WEST OF A STEEL WITNESS POST
 RO0323'AND IS 3 FEET HIGHER THAN THE TOWNSHIP ROAD.  THE MARK IS CRIMPED ON A
 RO0323'5/8 INCH DIAMETER BY 20 FOOT LONG COPPER COATED STEEL ROD THAT IS
 RO0323'DRIVEN TO REFUSAL IN THE GROUND.  IT PROJECTS 2 INCHES ABOVE GROUND.
 RO0323'NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE
 RO0323'STATED.  SW1/4 SECTION 8, T 133N, R 31W.
 RO0323
 RO0323                          STATION RECOVERY (2000)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0323'RECOVERED 1 MILE ENE OF MOTLEY, 0.1 MILE NORTH OF TH 210 MILEPOST 102,
 RO0323'24 FT EAST OF TWP ROAD, 116 FT SOUTH OF DRIVEWAY WEST, 252 FT SE OF SE
 RO0323'CORNER OF HOUSE15.5 FT WEST OF FENCE, 0.8 FT WEST OF WITNESS POST,
 RO0323'PROJECTS 14 INCHES.
 RO0323
 RO0323                          STATION RECOVERY (2006)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 RO0323'THE MARK IS 1.0 MILES (1.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 RO0323'64 AND TRUNK HIGHWAY 210 AT MOTLEY TO TRUNK HIGHWAY 210 MILE POINT
 RO0323'102, THENCE 0.1 MILES (0.2 KM) NORTH OF TRUNK HIGHWAY 210,
 RO0323' 
 RO0323'24 FEET (7.3 M) EAST OF 65TH AVENUE SOUTHWEST, 116.1 FEET (35.4 M)
 RO0323'SOUTH OF DRIVEWAY NUMBER 12639 WEST, 252 FEET (76.8 M) SOUTHEAST OF
 RO0323'THE SOUTHEAST CORNER OF HOUSE, 0.8 FEET (24.4 CM) WEST OF A WITNESS
 RO0323'POST.
 RO0323
 RO0323                          STATION RECOVERY (2010)
 RO0323
 RO0323'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 RO0323'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RO0323'THE MARK IS 1.0 MILE EAST OF MOTLEY, 1.0 MILE EAST OF TRUNK HIGHWAY 64
 RO0323'ALONG TRUNK HIGHWAY 210 TO MILEPOINT 102, THEN 0.1 MILE NORTH, 24 FEET
 RO0323'EAST OF 65TH AVENUE SOUTHWEST, 116 FEET SOUTH OF DRIVEWAY NUMBER 12639
 RO0323'WEST, 252 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, 0.8 FOOT WEST
 RO0323'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0322 ***********************************************************************
 RO0322  DESIGNATION -  1115 D
 RO0322  PID         -  RO0322
 RO0322  STATE/COUNTY-  MN/CASS
 RO0322  COUNTRY     -  US
 RO0322  USGS QUAD   -  MOTLEY SE (1963)
 RO0322
 RO0322                         *CURRENT SURVEY CONTROL
 RO0322  ______________________________________________________________________
 RO0322* NAD 83(1986) POSITION- 46 20 43.4    (N) 094 36 02.7    (W)   HD_HELD2  
 RO0322* NAVD 88 ORTHO HEIGHT -   392.743  (meters)    1288.52  (feet) ADJUSTED  
 RO0322  ______________________________________________________________________
 RO0322  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 RO0322  DYNAMIC HEIGHT  -        392.751 (meters)     1288.55  (feet) COMP
 RO0322  MODELED GRAVITY -    980,624.1   (mgal)                       NAVD 88
 RO0322
 RO0322  VERT ORDER      -  SECOND    CLASS I
 RO0322
 RO0322.The horizontal coordinates were established by autonomous hand held GPS
 RO0322.observations and have an estimated accuracy of +/- 10 meters.
 RO0322.
 RO0322.The orthometric height was determined by differential leveling and
 RO0322.adjusted in June 1991.
 RO0322
 RO0322.Photographs are available for this station.
 RO0322
 RO0322.The dynamic height is computed by dividing the NAVD 88
 RO0322.geopotential number by the normal gravity value computed on the
 RO0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0322.degrees latitude (g = 980.6199 gals.).
 RO0322
 RO0322.The modeled gravity was interpolated from observed gravity values.
 RO0322
 RO0322;                    North         East    Units  Estimated Accuracy
 RO0322;SPC MN C     -   249,595.      773,001.      MT  (+/- 10 meters HH2 GPS)
 RO0322
 RO0322                          SUPERSEDED SURVEY CONTROL
 RO0322
 RO0322  NGVD 29 (??/??/92)  392.534  (m)         1287.84   (f) ADJ UNCH    2 0
 RO0322
 RO0322.Superseded values are not recommended for survey control.
 RO0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0322.See file dsdata.txt to determine how the superseded data were derived.
 RO0322
 RO0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7682433668(NAD 83)
 RO0322
 RO0322_MARKER: DV = VERTICAL CONTROL DISK
 RO0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0322_STAMPING: 1115 D 1973
 RO0322_MARK LOGO: MNDT  
 RO0322_PROJECTION: FLUSH
 RO0322_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0322+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 RO0322
 RO0322  HISTORY     - Date     Condition        Report By
 RO0322  HISTORY     - 1973     MONUMENTED       MNDT
 RO0322  HISTORY     - 20000627 GOOD             MNDT
 RO0322  HISTORY     - 20060613 GOOD             MNDT
 RO0322
 RO0322                          STATION DESCRIPTION
 RO0322
 RO0322'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0322'2 MI E FROM MOTLEY.
 RO0322'THE MARK IS 2 MILES MEASURED EAST ALONG TRUNK HIGHWAY 210 FROM THE
 RO0322'JUNCTION OF TRUNK HIGHWAY 64 AND 210 AT MOTLEY AT THE JUNCTION OF CASS
 RO0322'COUNTY ROAD 102 AND TRUNK HIGHWAY 210 (MILEPOST 103).  IT IS 475 FEET
 RO0322'NORTH OF TRUNK HIGHWAY 210, 36 FEET EAST OF CASS COUNTY ROAD 102, 16.0
 RO0322'FEET NORTH OF A 20 INCH OAK TREE (ON FENCE LINE), 31.0 FEET SOUTH 20
 RO0322'INCH OAK TREE (ON FENCE LINE), 65.0 FEET SOUTHEAST OF 12 INCH POPLAR
 RO0322'TREE, AND 2.5 FEET WEST OF A NORTH-SOUTH FENCE LINE.  IT IS 1 FOOT
 RO0322'WEST OF A STEEL WITNESS POST AND IS ABOUT 3 FEET HIGHER THAN THE
 RO0322'COUNTY ROAD.  THE MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 16 FOOT
 RO0322'LONG COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND. NOTE-- ALL
 RO0322'DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.
 RO0322'SW1/4 SECTION 9, T 133 N, R 31 W.
 RO0322
 RO0322                          STATION RECOVERY (2000)
 RO0322
 RO0322'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0322'RECOVERED 2 MILES (3.2 KM) EAST OF MOTLEY, AT MILEPOST 103, 475 FT
 RO0322'(144.8 M) NORTH OF TH 210, 36 FT (11.0 M) EAST OF CO RD 102, 16 FT
 RO0322'(4.9 M) NORTH OF OAK TREE, 31 FT (9.4 M) SOUTH OF OAK TREE, 65 FT
 RO0322'(19.8 M) SE OF POPLAR TREE, 1 FT (0.3 M) WEST OF WIT POST, RECESSED 1
 RO0322'INCH, MAGNETIC.
 RO0322
 RO0322                          STATION RECOVERY (2006)
 RO0322
 RO0322'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 RO0322'THE MARK IS 2 MILES (3.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 210
 RO0322'AND TRUNK HIGHWAY 64 AT MOTLEY, ABOUT 300 FEET (91.4 M) NORTH OF TRUNK
 RO0322'HIGHWAY 210, AT TRUNK HIGHWAY 210 MILEPOST 103,
 RO0322' 
 RO0322'36 FEET (11.0 M) EAST OF 61ST AVENUE SOUTHWEST (COUNTY ROAD 102), 1.2
 RO0322'FEET (0.4 M) WEST OF A FENCE LINE, 1.2 FEET (0.4 M) WEST OF A FENCE,
 RO0322'0.8 FEET (24.4 CM) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0319 ***********************************************************************
 RO0319  DESIGNATION -  1115 F
 RO0319  PID         -  RO0319
 RO0319  STATE/COUNTY-  MN/CASS
 RO0319  COUNTRY     -  US
 RO0319  USGS QUAD   -  MOTLEY SE (1963)
 RO0319
 RO0319                         *CURRENT SURVEY CONTROL
 RO0319  ______________________________________________________________________
 RO0319* NAD 83(1986) POSITION- 46 20 25.3    (N) 094 33 39.4    (W)   HD_HELD2  
 RO0319* NAVD 88 ORTHO HEIGHT -   393.795  (meters)    1291.98  (feet) ADJUSTED  
 RO0319  ______________________________________________________________________
 RO0319  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0319  DYNAMIC HEIGHT  -        393.805 (meters)     1292.01  (feet) COMP
 RO0319  MODELED GRAVITY -    980,627.8   (mgal)                       NAVD 88
 RO0319
 RO0319  VERT ORDER      -  SECOND    CLASS I
 RO0319
 RO0319.The horizontal coordinates were established by autonomous hand held GPS
 RO0319.observations and have an estimated accuracy of +/- 10 meters.
 RO0319.
 RO0319.The orthometric height was determined by differential leveling and
 RO0319.adjusted in January 2008.
 RO0319
 RO0319.The dynamic height is computed by dividing the NAVD 88
 RO0319.geopotential number by the normal gravity value computed on the
 RO0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0319.degrees latitude (g = 980.6199 gals.).
 RO0319
 RO0319.The modeled gravity was interpolated from observed gravity values.
 RO0319
 RO0319;                    North         East    Units  Estimated Accuracy
 RO0319;SPC MN C     -   249,023.      776,063.      MT  (+/- 10 meters HH2 GPS)
 RO0319
 RO0319                          SUPERSEDED SURVEY CONTROL
 RO0319
 RO0319  NAVD 88 (06/15/91)  393.790  (m)         1291.96   (f) SUPERSEDED  2 0
 RO0319  NGVD 29 (??/??/92)  393.586  (m)         1291.29   (f) ADJ UNCH    2 0
 RO0319
 RO0319.Superseded values are not recommended for survey control.
 RO0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0319.See file dsdata.txt to determine how the superseded data were derived.
 RO0319
 RO0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7987633049(NAD 83)
 RO0319
 RO0319_MARKER: DV = VERTICAL CONTROL DISK
 RO0319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0319_STAMPING: 1115 F 1967
 RO0319_MARK LOGO: MNHD  
 RO0319_PROJECTION: PROJECTING 8 CENTIMETERS
 RO0319_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0319+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 RO0319
 RO0319  HISTORY     - Date     Condition        Report By
 RO0319  HISTORY     - 1967     MONUMENTED       MNHD
 RO0319  HISTORY     - 1973     GOOD             MNDT
 RO0319  HISTORY     - 20000627 GOOD             MNDT
 RO0319  HISTORY     - 20050809 GOOD             MNDT
 RO0319
 RO0319                          STATION DESCRIPTION
 RO0319
 RO0319'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0319'4 MI E FROM MOTLEY.
 RO0319'THE MARK IS 4 MILES MEASURED EAST ALONG TRUNK HIGHWAY 210 FROM THE
 RO0319'JUNCTION OF TRUNK HIGHWAYS 64 AND 210 AT MOTLEY.  IT IS 75 FEET SOUTH
 RO0319'OF TRUNK HIGHWAY 210, 165 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY 210
 RO0319'MILEPOST 105, 45.5 FEET SOUTHWEST OF THE WEST END 15 INCH CORRUGATED
 RO0319'METAL PIPE UNDER FIELD ENTRANCE SOUTH, 5 FEET WEST OF POWER POLE
 RO0319'(EAST-WEST-POWER LINE), 81 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 210
 RO0319'STENCIL 255.  IT IS 1.2 FEET NORTH OF A STEEL WITNESS POST AND IS
 RO0319'ABOUT LEVEL WITH THE BURLINGTON NORTHERN RAILROAD TRACKS.  THE MARK IS
 RO0319'CRIMPED ON A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-COATED STEEL ROD
 RO0319'DRIVEN TO REFUSAL AND PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- ALL
 RO0319'DISTANCES ARE MEASURED WITH RESPECT TO CENTERLINE UNLESS OTHERWISE
 RO0319'STATED.  NE1/4 SECTION 15, T 133 N, R 31 W.
 RO0319
 RO0319                          STATION RECOVERY (2000)
 RO0319
 RO0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0319'4 MILES (6.4 KM) EAST OF MOTLEY, 75 FT (22.9 M) SOUTH OF TH 210, 165
 RO0319'FT (50.3 M) WSW OF MILEPOST 105, 45.5 FT (13.9 M) SW OF CULVERT, 41 FT
 RO0319'(12.5 M) WEST OF P-POLE, 81 FT (24.7 M) SSE OF STENCIL 255, 32 FT (9.8
 RO0319'M) WEST OF ENTRANCE, 1.2 FT (0.4 M) NORTH OF WIT POST, FLUSH.
 RO0319
 RO0319                          STATION RECOVERY (2005)
 RO0319
 RO0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RO0319'THE MARK IS 4 MILES (6.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 64
 RO0319'AND TRUNK HIGHWAY 210 AT MOTLEY, 75 FEET (22.9 M) SOUTH OF TRUNK
 RO0319'HIGHWAY 210, AT DRIVEWAY NUMBER 05315, ON EAST/ WEST FENCE LINE,
 RO0319' 
 RO0319'165 FEET (50.3 M) WEST-SOUTHWEST OF MILEPOST 105, 45.5 FEET (13.9 M)
 RO0319'SOUTHWEST OF CULVERT, 29.0 FEET (8.8 M) WEST OF DRIVEWAY, 1.2 FEET
 RO0319'(0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0326 ***********************************************************************
 RO0326  DESIGNATION -  1115 G
 RO0326  PID         -  RO0326
 RO0326  STATE/COUNTY-  MN/CASS
 RO0326  COUNTRY     -  US
 RO0326  USGS QUAD   -  MOTLEY SE (1963)
 RO0326
 RO0326                         *CURRENT SURVEY CONTROL
 RO0326  ______________________________________________________________________
 RO0326* NAD 83(1986) POSITION- 46 20 24.     (N) 094 32 46.     (W)   SCALED    
 RO0326* NAVD 88 ORTHO HEIGHT -   376.927  (meters)    1236.63  (feet) ADJUSTED  
 RO0326  ______________________________________________________________________
 RO0326  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0326  DYNAMIC HEIGHT  -        376.936 (meters)     1236.66  (feet) COMP
 RO0326  MODELED GRAVITY -    980,628.3   (mgal)                       NAVD 88
 RO0326
 RO0326  VERT ORDER      -  SECOND    CLASS 0
 RO0326
 RO0326.The horizontal coordinates were scaled from a topographic map and have
 RO0326.an estimated accuracy of +/- 6 seconds.
 RO0326.
 RO0326.The orthometric height was determined by differential leveling and
 RO0326.adjusted in June 1991.
 RO0326
 RO0326.The dynamic height is computed by dividing the NAVD 88
 RO0326.geopotential number by the normal gravity value computed on the
 RO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0326.degrees latitude (g = 980.6199 gals.).
 RO0326
 RO0326.The modeled gravity was interpolated from observed gravity values.
 RO0326
 RO0326;                    North         East    Units  Estimated Accuracy
 RO0326;SPC MN C     -   248,980.      777,210.      MT  (+/- 180 meters Scaled)
 RO0326
 RO0326                          SUPERSEDED SURVEY CONTROL
 RO0326
 RO0326  NGVD 29 (??/??/92)  376.725  (m)         1235.97   (f) ADJ UNCH    2 0
 RO0326
 RO0326.Superseded values are not recommended for survey control.
 RO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0326.See file dsdata.txt to determine how the superseded data were derived.
 RO0326
 RO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM810329(NAD 83)
 RO0326
 RO0326_MARKER: DD = SURVEY DISK
 RO0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0326_SP_SET: CULVERT
 RO0326_STAMPING: 1115 G 1967
 RO0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0326
 RO0326  HISTORY     - Date     Condition        Report By
 RO0326  HISTORY     - 1967     MONUMENTED       MNDT
 RO0326  HISTORY     - 1973     GOOD             MNDT
 RO0326  HISTORY     - 20000627 MARK NOT FOUND   MNDT
 RO0326
 RO0326                          STATION DESCRIPTION
 RO0326
 RO0326'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0326'3.1 MI WNW FROM PILLAGER.
 RO0326'THE MARK IS SET IN THE SOUTHEAST CORNER OF A 10 FOOT BY 22 FOOT DOUBLE
 RO0326'BOX CULVERT (TRUNK HIGHWAY 210 OVER SEVENMILE CREEK) THAT IS 3.6 MILES
 RO0326'MEASURED WEST-NORTHWESTERLY FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 RO0326'CASS COUNTY ROAD 1 AT THE NORTH SIDE OF PILLAGER.  IT IS 24.0 FEET
 RO0326'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 210 AT MILE POST 105.7 AND IS
 RO0326'2 FEET BELOW THE LEVEL OF THE HIGHWAY.  CORNER OF NE 1/4, SEC 14, T
 RO0326'133N, R 31W.
 RO0326
 RO0326                          STATION RECOVERY (2000)
 RO0326
 RO0326'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0326'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0325 ***********************************************************************
 RO0325  DESIGNATION -  1115 H
 RO0325  PID         -  RO0325
 RO0325  STATE/COUNTY-  MN/CASS
 RO0325  COUNTRY     -  US
 RO0325  USGS QUAD   -  MOTLEY SE (1963)
 RO0325
 RO0325                         *CURRENT SURVEY CONTROL
 RO0325  ______________________________________________________________________
 RO0325* NAD 83(1986) POSITION- 46 20 24.2    (N) 094 31 48.2    (W)   HD_HELD2  
 RO0325* NAVD 88 ORTHO HEIGHT -   373.818  (meters)    1226.43  (feet) ADJUSTED  
 RO0325  ______________________________________________________________________
 RO0325  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0325  DYNAMIC HEIGHT  -        373.828 (meters)     1226.47  (feet) COMP
 RO0325  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 RO0325
 RO0325  VERT ORDER      -  SECOND    CLASS I
 RO0325
 RO0325.The horizontal coordinates were established by autonomous hand held GPS
 RO0325.observations and have an estimated accuracy of +/- 10 meters.
 RO0325.
 RO0325.The orthometric height was determined by differential leveling and
 RO0325.adjusted in January 2008.
 RO0325
 RO0325.The dynamic height is computed by dividing the NAVD 88
 RO0325.geopotential number by the normal gravity value computed on the
 RO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0325.degrees latitude (g = 980.6199 gals.).
 RO0325
 RO0325.The modeled gravity was interpolated from observed gravity values.
 RO0325
 RO0325;                    North         East    Units  Estimated Accuracy
 RO0325;SPC MN C     -   248,980.      778,441.      MT  (+/- 10 meters HH2 GPS)
 RO0325
 RO0325                          SUPERSEDED SURVEY CONTROL
 RO0325
 RO0325  NAVD 88 (06/15/91)  373.600  (m)         1225.72   (f) SUPERSEDED  2 0
 RO0325  NGVD 29 (??/??/92)  373.398  (m)         1225.06   (f) ADJ UNCH    2 0
 RO0325
 RO0325.Superseded values are not recommended for survey control.
 RO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0325.See file dsdata.txt to determine how the superseded data were derived.
 RO0325
 RO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8225232968(NAD 83)
 RO0325
 RO0325_MARKER: DB = BENCH MARK DISK
 RO0325_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RO0325_SP_SET: BOX CULVERT
 RO0325_STAMPING: 1115 H 1973
 RO0325_MARK LOGO: MNHD  
 RO0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0325+STABILITY: SURFACE MOTION
 RO0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0325+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 RO0325
 RO0325  HISTORY     - Date     Condition        Report By
 RO0325  HISTORY     - 1973     MONUMENTED       MNDT
 RO0325  HISTORY     - 20000626 GOOD             MNDT
 RO0325  HISTORY     - 20050809 GOOD             MNDT
 RO0325
 RO0325                          STATION DESCRIPTION
 RO0325
 RO0325'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0325'2.4 MI WNW FROM PILLAGER.
 RO0325'THE MARK IS SET IN THE SOUTHEAST CORNER OF A 8 FOOT BY 10 FOOT BOX
 RO0325'CULVERT IS 2.8 MILES MEASURED WEST-NORTHWESTERLY FROM THE JUNCTION OF
 RO0325'TRUNK HIGHWAY 210 AND CASS COUNTY ROAD 1 AT THE NORTH SIDE OF
 RO0325'PILLAGER.  IT IS AT MILEPOST 106.5.  IT IS 23.2 FEET SOUTH OF THE
 RO0325'CENTERLINE OF TRUNK HIGHWAY 210 AT ENGINEERS STATION 333+50 AND IS 2
 RO0325'FEET LOWER THAN THE HIGHWAY.  NW1/4 SECTION 13, T 133N, R 31W.
 RO0325
 RO0325                          STATION RECOVERY (2000)
 RO0325
 RO0325'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0325'THE MARK WAS RECOVERED AS DESCRIBED.
 RO0325
 RO0325                          STATION RECOVERY (2005)
 RO0325
 RO0325'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RO0325'THE MAK IS 2.8 MILES (4.5 KM) WEST-NORTHWEST OF THE JUNCTION OF TRUNK
 RO0325'HIGHWAY 210 AND COUNTY ROAD 1 AT PILLAGER, IN SOUTHEAST CORNER OF
 RO0325'TRUNK HIGHWAY 210 BOX CULVERT,
 RO0325' 
 RO0325'23.2 FEET (7.1 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210
 RO0325'MILE POINT 106.5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0328 ***********************************************************************
 RO0328  DESIGNATION -  1115 J
 RO0328  PID         -  RO0328
 RO0328  STATE/COUNTY-  MN/CASS
 RO0328  COUNTRY     -  US
 RO0328  USGS QUAD   -  MOTLEY SE (1963)
 RO0328
 RO0328                         *CURRENT SURVEY CONTROL
 RO0328  ______________________________________________________________________
 RO0328* NAD 83(1986) POSITION- 46 20 24.     (N) 094 30 07.     (W)   SCALED    
 RO0328* NAVD 88 ORTHO HEIGHT -   372.960  (meters)    1223.62  (feet) ADJUSTED  
 RO0328  ______________________________________________________________________
 RO0328  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0328  DYNAMIC HEIGHT  -        372.969 (meters)     1223.65  (feet) COMP
 RO0328  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 RO0328
 RO0328  VERT ORDER      -  SECOND    CLASS 0
 RO0328
 RO0328.The horizontal coordinates were scaled from a topographic map and have
 RO0328.an estimated accuracy of +/- 6 seconds.
 RO0328.
 RO0328.The orthometric height was determined by differential leveling and
 RO0328.adjusted in June 1991.
 RO0328
 RO0328.The dynamic height is computed by dividing the NAVD 88
 RO0328.geopotential number by the normal gravity value computed on the
 RO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0328.degrees latitude (g = 980.6199 gals.).
 RO0328
 RO0328.The modeled gravity was interpolated from observed gravity values.
 RO0328
 RO0328;                    North         East    Units  Estimated Accuracy
 RO0328;SPC MN C     -   248,970.      780,610.      MT  (+/- 180 meters Scaled)
 RO0328
 RO0328                          SUPERSEDED SURVEY CONTROL
 RO0328
 RO0328  NGVD 29 (??/??/92)  372.760  (m)         1222.96   (f) ADJ UNCH    2 0
 RO0328
 RO0328.Superseded values are not recommended for survey control.
 RO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0328.See file dsdata.txt to determine how the superseded data were derived.
 RO0328
 RO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM844329(NAD 83)
 RO0328
 RO0328_MARKER: DD = SURVEY DISK
 RO0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0328_SP_SET: CULVERT
 RO0328_STAMPING: 1115 J 1973
 RO0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0328
 RO0328  HISTORY     - Date     Condition        Report By
 RO0328  HISTORY     - 1973     MONUMENTED       MNDT
 RO0328  HISTORY     - 20000627 MARK NOT FOUND   MNDT
 RO0328
 RO0328                          STATION DESCRIPTION
 RO0328
 RO0328'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0328'1.1 MI WNW FROM PILLAGER.
 RO0328'THE MARK IS SET IN THE SOUTHEAST CORNER OF A 10 FOOT BY 22 FOOT DOUBLE
 RO0328'BOX CULVERT (TRUNK HIGHWAY 210 OVER PILLAGER CREEK) THAT IS 1.5 MILES
 RO0328'MEASURED NORTHWESTERLY FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND CASS
 RO0328'COUNTY ROAD 1 AT THE NORTH SIDE OF PILLAGER.  IT IS AT MILEPOST 107.8.
 RO0328'IT IS 22.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 210 AT
 RO0328'ENGINEERS STATION 404+61 AND IS 2 FEET LOWER THAN THE HIGHWAY. NE1/4
 RO0328'SECTION 18, T 133N, R 30W.
 RO0328
 RO0328                          STATION RECOVERY (2000)
 RO0328
 RO0328'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0328'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0192 ***********************************************************************
 RO0192  DESIGNATION -  1115 K
 RO0192  PID         -  RO0192
 RO0192  STATE/COUNTY-  MN/CASS
 RO0192  COUNTRY     -  US
 RO0192  USGS QUAD   -  PILLAGER (1954)
 RO0192
 RO0192                         *CURRENT SURVEY CONTROL
 RO0192  ______________________________________________________________________
 RO0192* NAD 83(1986) POSITION- 46 19 54.     (N) 094 29 07.     (W)   SCALED    
 RO0192* NAVD 88 ORTHO HEIGHT -   369.491  (meters)    1212.24  (feet) ADJUSTED  
 RO0192  ______________________________________________________________________
 RO0192  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0192  DYNAMIC HEIGHT  -        369.500 (meters)     1212.27  (feet) COMP
 RO0192  MODELED GRAVITY -    980,626.8   (mgal)                       NAVD 88
 RO0192
 RO0192  VERT ORDER      -  SECOND    CLASS 0
 RO0192
 RO0192.The horizontal coordinates were scaled from a topographic map and have
 RO0192.an estimated accuracy of +/- 6 seconds.
 RO0192.
 RO0192.The orthometric height was determined by differential leveling and
 RO0192.adjusted in June 1991.
 RO0192
 RO0192.The dynamic height is computed by dividing the NAVD 88
 RO0192.geopotential number by the normal gravity value computed on the
 RO0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0192.degrees latitude (g = 980.6199 gals.).
 RO0192
 RO0192.The modeled gravity was interpolated from observed gravity values.
 RO0192
 RO0192;                    North         East    Units  Estimated Accuracy
 RO0192;SPC MN C     -   248,040.      781,890.      MT  (+/- 180 meters Scaled)
 RO0192
 RO0192                          SUPERSEDED SURVEY CONTROL
 RO0192
 RO0192  NGVD 29 (??/??/92)  369.292  (m)         1211.59   (f) ADJ UNCH    2 0
 RO0192
 RO0192.Superseded values are not recommended for survey control.
 RO0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0192.See file dsdata.txt to determine how the superseded data were derived.
 RO0192
 RO0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM856319(NAD 83)
 RO0192
 RO0192_MARKER: DB = BENCH MARK DISK
 RO0192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0192_SP_SET: BRIDGE ABUTMENT
 RO0192_STAMPING: 1115 K 1973
 RO0192_MARK LOGO: MNHD  
 RO0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0192+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2000
 RO0192
 RO0192  HISTORY     - Date     Condition        Report By
 RO0192  HISTORY     - 1973     MONUMENTED       MNDT
 RO0192  HISTORY     - 20000627 GOOD             MNDT
 RO0192
 RO0192                          STATION DESCRIPTION
 RO0192
 RO0192'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0192'IN PILLAGER.
 RO0192'THE MARK IS SET IN THE SOUTHWEST ABUTMENT OF A 18 FOOT BY 27 FOOT
 RO0192'BRIDGE (TOWNSHIP ROAD OVER PILLAGER CREEK.  THE BRIDGE IS
 RO0192'APPROXIMATELY 200 FEET SOUTH OF JUNCTION OF NORTH-SOUTH TOWNSHIP ROAD
 RO0192'AND TOWNSHIP ROAD EAST WHICH IS 0.5 MILES WEST OF THE JUNCTION OF
 RO0192'TRUNK HIGHWAY 210 AND CASS COUNTY ROAD 1 AT THE NORTH SIDE OF
 RO0192'PILLAGER.  IT IS 1.9 FEET WEST OF FACE OF WEST CURB OF BRIDGE.  SW 1/4
 RO0192'SECTION 17, T 133 N, R 30 W.
 RO0192
 RO0192                          STATION RECOVERY (2000)
 RO0192
 RO0192'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0192'RECOVERED AS DESCRIBED, 11.5 FT (3.5 M) WEST OF 39TH AVE SW.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0190 ***********************************************************************
 RO0190  DESIGNATION -  1115 L
 RO0190  PID         -  RO0190
 RO0190  STATE/COUNTY-  MN/CASS
 RO0190  COUNTRY     -  US
 RO0190  USGS QUAD   -  PILLAGER (1954)
 RO0190
 RO0190                         *CURRENT SURVEY CONTROL
 RO0190  ______________________________________________________________________
 RO0190* NAD 83(1986) POSITION- 46 19 59.6    (N) 094 27 22.5    (W)   HD_HELD2  
 RO0190* NAVD 88 ORTHO HEIGHT -   365.884  (meters)    1200.40  (feet) ADJUSTED  
 RO0190  ______________________________________________________________________
 RO0190  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 RO0190  DYNAMIC HEIGHT  -        365.893 (meters)     1200.43  (feet) COMP
 RO0190  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 RO0190
 RO0190  VERT ORDER      -  SECOND    CLASS I
 RO0190
 RO0190.The horizontal coordinates were established by autonomous hand held GPS
 RO0190.observations and have an estimated accuracy of +/- 10 meters.
 RO0190.
 RO0190.The orthometric height was determined by differential leveling and
 RO0190.adjusted in January 2008.
 RO0190
 RO0190.The dynamic height is computed by dividing the NAVD 88
 RO0190.geopotential number by the normal gravity value computed on the
 RO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0190.degrees latitude (g = 980.6199 gals.).
 RO0190
 RO0190.The modeled gravity was interpolated from observed gravity values.
 RO0190
 RO0190;                    North         East    Units  Estimated Accuracy
 RO0190;SPC MN C     -   248,203.      784,121.      MT  (+/- 10 meters HH2 GPS)
 RO0190
 RO0190                          SUPERSEDED SURVEY CONTROL
 RO0190
 RO0190  NAVD 88 (06/15/91)  365.878  (m)         1200.38   (f) SUPERSEDED  2 0
 RO0190  NGVD 29 (??/??/92)  365.687  (m)         1199.76   (f) ADJ UNCH    2 0
 RO0190
 RO0190.Superseded values are not recommended for survey control.
 RO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0190.See file dsdata.txt to determine how the superseded data were derived.
 RO0190
 RO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8791832102(NAD 83)
 RO0190
 RO0190_MARKER: DV = VERTICAL CONTROL DISK
 RO0190_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0190_STAMPING: 1115 L 1973
 RO0190_MARK LOGO: MNDT  
 RO0190_PROJECTION: RECESSED 5 CENTIMETERS
 RO0190_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0190+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0190
 RO0190  HISTORY     - Date     Condition        Report By
 RO0190  HISTORY     - 1973     MONUMENTED       MNDT
 RO0190  HISTORY     - 20000626 GOOD             MNDT
 RO0190  HISTORY     - 20060607 GOOD             MNDT
 RO0190
 RO0190                          STATION DESCRIPTION
 RO0190
 RO0190'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0190'0.6 MI E FROM PILLAGER.
 RO0190'THE MARK IS 0.15 MILE SOUTHEAST OF JUNCTION OF TOWNSHIP ROAD AND TRUNK
 RO0190'HIGHWAY 210 (MILEPOST 110.25) THAT IS 1 MILE MEASURED EASTERLY FROM
 RO0190'THE JUNCTION OF TRUNK HIGHWAY 210 AND CASS COUNTY ROAD 1 (NORTH SIDE
 RO0190'OF PILLAGER).  IT IS 121.5 FEET SOUTH OF THE SOUTH RAIL OF THE
 RO0190'BURLINGTON NORTHERN RAILROAD TRACKS, 27 FEET SOUTHWEST OF DRIVEWAY
 RO0190'(EAST) 30 FT. SOUTHEAST OF DRIVEWAY (WEST) 27 FT. NORTHWEST OF POWER
 RO0190'POLE NUMBER 30 (WITH ARC LIGHT), 10 FEET EAST OF 18 INCH OAK TREE, AND
 RO0190'18 FEET NORTHWEST OF A 10 INCH JACK PINE.  IT IS 1.2 FEET NORTH OF A
 RO0190'STEEL WITNESS POST AND IS ABOUT LEVEL WITH THE RAILROAD TRACKS. THE
 RO0190'MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 20 FOOT LONG COPPER-COATED
 RO0190'STEEL ROD DRIVEN 2 INCHES BELOW THE GROUND.  SE 1/4 SECTION 16, T 133
 RO0190'N, R 30 W.
 RO0190
 RO0190                          STATION RECOVERY (2000)
 RO0190
 RO0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0190'THE MARK WAS RECOVERED 0.95 MI (1.53 KM) EAST ALONG TH 210 FROM JCT OF
 RO0190'CO RD 1 AND TH 210 IN PILLAGER TO TH 210 MP 110.2 THEN 0.15 MI (0.24
 RO0190'KM) SW ON CROW WING RIVER DRIVE SW.
 RO0190
 RO0190                          STATION RECOVERY (2006)
 RO0190
 RO0190'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0190'THE MARK IS 0.6 MILES (1.0 KM) EAST OF PILLAGER, AT TRUNK HIGHWAY 210
 RO0190'MILE POINT 110.15, THENCE 0.15 MILES (0.24 KM) SOUTHEAST OF THE
 RO0190'JUNCTION OF TRUNK HIGHWAY 210 AND 33RD AVENUE SOUTHWEST/ CROW WING
 RO0190'RIVER DRIVE SOUTHWEST,
 RO0190' 
 RO0190'121.5 FEET (37.0 M) SOUTH OF SOUTH RAIL OF RAILROAD, 27 FEET (8.2 M)
 RO0190'SOUTHWEST OF DRIVEWAY EAST, 30 FEET (9.1 M) SOUTHEAST OF DRIVEWAY
 RO0190'NUMBER 03505 WEST, 200 FEET (61.0 M) SOUTH OF RAILROAD JUNCTION, 27
 RO0190'FEET (8.2 M) NORTHWEST OF A POWER POLE, 1.2 FEET (0.4 M) NORTH OF A
 RO0190'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8961 ***********************************************************************
 DI8961  DESIGNATION -  1115 L 1
 DI8961  PID         -  DI8961
 DI8961  STATE/COUNTY-  MN/CASS
 DI8961  COUNTRY     -  US
 DI8961  USGS QUAD   -  PILLAGER (1954)
 DI8961
 DI8961                         *CURRENT SURVEY CONTROL
 DI8961  ______________________________________________________________________
 DI8961* NAD 83(1986) POSITION- 46 19 53.7    (N) 094 28 28.6    (W)   HD_HELD2  
 DI8961* NAVD 88 ORTHO HEIGHT -   368.807  (meters)    1209.99  (feet) ADJUSTED  
 DI8961  ______________________________________________________________________
 DI8961  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DI8961  DYNAMIC HEIGHT  -        368.816 (meters)     1210.02  (feet) COMP
 DI8961  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 DI8961
 DI8961  VERT ORDER      -  SECOND    CLASS I
 DI8961
 DI8961.The horizontal coordinates were established by autonomous hand held GPS
 DI8961.observations and have an estimated accuracy of +/- 10 meters.
 DI8961.
 DI8961.The orthometric height was determined by differential leveling and
 DI8961.adjusted in January 2008.
 DI8961
 DI8961.Photographs are available for this station.
 DI8961
 DI8961.The dynamic height is computed by dividing the NAVD 88
 DI8961.geopotential number by the normal gravity value computed on the
 DI8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8961.degrees latitude (g = 980.6199 gals.).
 DI8961
 DI8961.The modeled gravity was interpolated from observed gravity values.
 DI8961
 DI8961;                    North         East    Units  Estimated Accuracy
 DI8961;SPC MN C     -   248,025.      782,706.      MT  (+/- 10 meters HH2 GPS)
 DI8961
 DI8961                          SUPERSEDED SURVEY CONTROL
 DI8961
 DI8961.No superseded survey control is available for this station.
 DI8961
 DI8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8650131946(NAD 83)
 DI8961
 DI8961_MARKER: DV = VERTICAL CONTROL DISK
 DI8961_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8961_SP_SET: BRIDGE ABUTMANT
 DI8961_STAMPING: 1115 L 1 1984
 DI8961_MARK LOGO: MN-021
 DI8961_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8961+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 DI8961
 DI8961  HISTORY     - Date     Condition        Report By
 DI8961  HISTORY     - 1984     MONUMENTED       MN-021
 DI8961  HISTORY     - 20060607 GOOD             MNDT
 DI8961
 DI8961                          STATION DESCRIPTION
 DI8961
 DI8961'DESCRIBED BY MN DEPT OF TRANSP 2006 (VC)
 DI8961'THE MARK IS IN PILLAGER, IN ABUTMENT IN SOUTHEAST CORNER OF COUNTY
 DI8961'ROAD 1 BRIDGE NUMBER 11512 OVER PILLAGER CREEK, ABOUT 500 FT (152.4 M)
 DI8961'SOUTH ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND
 DI8961'COUNTY ROAD 1 IN PILLAGER, 24.5 FEET (7.5 M) EAST OF COUNTY ROAD 1, NO
 DI8961'WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0189 ***********************************************************************
 RO0189  DESIGNATION -  1115 M
 RO0189  PID         -  RO0189
 RO0189  STATE/COUNTY-  MN/CASS
 RO0189  COUNTRY     -  US
 RO0189  USGS QUAD   -  PILLAGER (1954)
 RO0189
 RO0189                         *CURRENT SURVEY CONTROL
 RO0189  ______________________________________________________________________
 RO0189* NAD 83(2007) POSITION- 46 20 13.42096(N) 094 25 29.80969(W)   ADJUSTED  
 RO0189* NAD 83(2007) ELLIP HT-   340.625 (meters)        (02/10/07)   ADJUSTED
 RO0189* NAD 83(2007) EPOCH   -  2002.00
 RO0189* NAVD 88 ORTHO HEIGHT -   367.762  (meters)    1206.57  (feet) ADJUSTED  
 RO0189  ______________________________________________________________________
 RO0189  NAD 83(2007) X  -   -340,363.281 (meters)                     COMP
 RO0189  NAD 83(2007) Y  - -4,398,378.501 (meters)                     COMP
 RO0189  NAD 83(2007) Z  -  4,591,440.549 (meters)                     COMP
 RO0189  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC09
 RO0189  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 RO0189  DYNAMIC HEIGHT  -        367.774 (meters)     1206.61  (feet) COMP
 RO0189  MODELED GRAVITY -    980,636.0   (mgal)                       NAVD 88
 RO0189
 RO0189  VERT ORDER      -  SECOND    CLASS I
 RO0189
 RO0189  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0189  Type                                         Horiz  Ellip  Dist(km)
 RO0189  -------------------------------------------------------------------
 RO0189  NETWORK                                       1.44   1.41
 RO0189  -------------------------------------------------------------------
 RO0189  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.80      1.81
 RO0189  -------------------------------------------------------------------
 RO0189  NOTE: Click here for information on individual local accuracy
 RO0189  values and other accuracy information.
 RO0189
 RO0189
 RO0189.The horizontal coordinates were established by GPS observations
 RO0189.and adjusted by the National Geodetic Survey in February 2007.
 RO0189
 RO0189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0189.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0189
 RO0189.The horizontal coordinates are valid at the epoch date displayed above
 RO0189.which is a decimal equivalence of Year/Month/Day.
 RO0189
 RO0189.The orthometric height was determined by differential leveling and
 RO0189.adjusted in June 1991.
 RO0189
 RO0189.Photographs are available for this station.
 RO0189
 RO0189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0189
 RO0189.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0189
 RO0189.The ellipsoidal height was determined by GPS observations
 RO0189.and is referenced to NAD 83.
 RO0189
 RO0189.The dynamic height is computed by dividing the NAVD 88
 RO0189.geopotential number by the normal gravity value computed on the
 RO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0189.degrees latitude (g = 980.6199 gals.).
 RO0189
 RO0189.The modeled gravity was interpolated from observed gravity values.
 RO0189
 RO0189. The following values were computed from the NAD 83(2007) position.
 RO0189
 RO0189;                    North         East     Units Scale Factor Converg.
 RO0189;SPC MN C     -   248,624.060   786,531.604   MT  0.99992202   -0 07 35.6
 RO0189;SPC MN C     -   815,694.10  2,580,479.10   sFT  0.99992202   -0 07 35.6
 RO0189;UTM  15      - 5,132,485.036   390,335.454   MT  0.99974783   -1 01 51.3
 RO0189
 RO0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0189!SPC MN C     -   0.99994661  x   0.99992202  =   0.99986863
 RO0189!UTM  15      -   0.99994661  x   0.99974783  =   0.99969445
 RO0189
 RO0189                          SUPERSEDED SURVEY CONTROL
 RO0189
 RO0189  NAD 83(1996)-  46 20 13.42067(N)    094 25 29.80914(W) AD(       ) 1
 RO0189  ELLIP H (10/22/03)  340.655  (m)                       GP(       ) 4 1
 RO0189  NAVD 88 (10/22/03)  367.76   (m)         1206.6    (f) LEVELING    3  
 RO0189  NGVD 29 (??/??/92)  367.574  (m)         1205.95   (f) ADJ UNCH    2 0
 RO0189
 RO0189.Superseded values are not recommended for survey control.
 RO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0189.See file dsdata.txt to determine how the superseded data were derived.
 RO0189
 RO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9033532485(NAD 83)
 RO0189
 RO0189_MARKER: DV = VERTICAL CONTROL DISK
 RO0189_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0189_STAMPING: 1115 M 1973
 RO0189_MARK LOGO: MNDT  
 RO0189_PROJECTION: FLUSH
 RO0189_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0189+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0189
 RO0189  HISTORY     - Date     Condition        Report By
 RO0189  HISTORY     - 1973     MONUMENTED       MNDT
 RO0189  HISTORY     - 20000626 GOOD             MNDT
 RO0189  HISTORY     - 20060607 GOOD             MNDT
 RO0189
 RO0189                          STATION DESCRIPTION
 RO0189
 RO0189'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0189'2.2 MI E FROM PILLAGER.
 RO0189'THE MARK IS 2.5 MILES MEASURED EASTERELY FROM THE JUNCTION OF TRUNK
 RO0189'HIGHWAY 210 AND CASS COUNTY ROAD 1 (NORTH SIDE OF PILLAGER) AT
 RO0189'MILEPOST 111.7.  IT IS 101.3 FEET SOUTH OF TRUNK HIGHWAY 210, 62.0
 RO0189'FEET NORTH OF NORTH RAIL OF BURLINGTON NORTHERN RAILROAD, 144.0 FEET
 RO0189'SOUTHEAST OF A POWER POLE (EAST-WEST POWER LINE), 124.0 FEET SOUTHWEST
 RO0189'OF TRUNK HIGHWAY 210 EASTBOUND SPEED LIMIT SIGN, AND 168.6 FEET
 RO0189'SOUTHEAST OF TRUNK HIGHWAY 210 STENCIL 610.  IT IS 1.5 FEET NORTH OF A
 RO0189'STEEL WITNESS POST AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 210 AND THE
 RO0189'RAILROAD TRACKS.  THE MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 13
 RO0189'FEET LONG COPPER-COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE
 RO0189'GROUND.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS
 RO0189'OTHERWISE STATED.  NW 1/4 SECTION 14, T 133 N, R 30W.
 RO0189
 RO0189                          STATION RECOVERY (2000)
 RO0189
 RO0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0189'RECOVERED 2.5 MILES EAST OF PILLAGER, 101.3 FT SOUTH OF TH 210 AT MP
 RO0189'111.7, 62 FT NORTH OF NORTH RR RAIL, 1.5 FT NORTH OF WITNESS POST,
 RO0189'168.6 FT OF 610 STENCIL, FLUSH.
 RO0189
 RO0189                          STATION RECOVERY (2006)
 RO0189
 RO0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0189'THE MARK IS 2.5 MILES (4.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 RO0189'210 AND COUNTY ROAD 1 AT PILLAGER,
 RO0189' 
 RO0189'101.3 FEET (30.9 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210
 RO0189'MILE POINT 111.7, 62 FEET (18.9 M) NORTH OF NORTH RAIL OF RAILROAD,
 RO0189'1.5 FEET (0.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0188 ***********************************************************************
 RO0188  DESIGNATION -  1115 N
 RO0188  PID         -  RO0188
 RO0188  STATE/COUNTY-  MN/CASS
 RO0188  COUNTRY     -  US
 RO0188  USGS QUAD   -  PILLAGER (1954)
 RO0188
 RO0188                         *CURRENT SURVEY CONTROL
 RO0188  ______________________________________________________________________
 RO0188* NAD 83(2007) POSITION- 46 20 08.76636(N) 094 24 14.74077(W)   ADJUSTED  
 RO0188* NAD 83(2007) ELLIP HT-   340.755 (meters)        (02/10/07)   ADJUSTED
 RO0188* NAD 83(2007) EPOCH   -  2002.00
 RO0188* NAVD 88 ORTHO HEIGHT -   367.880  (meters)    1206.95  (feet) ADJUSTED  
 RO0188  ______________________________________________________________________
 RO0188  NAD 83(2007) X  -   -338,770.484 (meters)                     COMP
 RO0188  NAD 83(2007) Y  - -4,398,605.840 (meters)                     COMP
 RO0188  NAD 83(2007) Z  -  4,591,341.409 (meters)                     COMP
 RO0188  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC09
 RO0188  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 RO0188  DYNAMIC HEIGHT  -        367.893 (meters)     1207.00  (feet) COMP
 RO0188  MODELED GRAVITY -    980,637.6   (mgal)                       NAVD 88
 RO0188
 RO0188  VERT ORDER      -  SECOND    CLASS I
 RO0188
 RO0188  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0188  Type                                         Horiz  Ellip  Dist(km)
 RO0188  -------------------------------------------------------------------
 RO0188  NETWORK                                       1.33   1.31
 RO0188  -------------------------------------------------------------------
 RO0188  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.03   0.88      1.61
 RO0188  -------------------------------------------------------------------
 RO0188  NOTE: Click here for information on individual local accuracy
 RO0188  values and other accuracy information.
 RO0188
 RO0188
 RO0188.The horizontal coordinates were established by GPS observations
 RO0188.and adjusted by the National Geodetic Survey in February 2007.
 RO0188
 RO0188.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0188.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0188
 RO0188.The horizontal coordinates are valid at the epoch date displayed above
 RO0188.which is a decimal equivalence of Year/Month/Day.
 RO0188
 RO0188.The orthometric height was determined by differential leveling and
 RO0188.adjusted in January 2008.
 RO0188
 RO0188.Photographs are available for this station.
 RO0188
 RO0188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0188
 RO0188.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0188
 RO0188.The ellipsoidal height was determined by GPS observations
 RO0188.and is referenced to NAD 83.
 RO0188
 RO0188.The dynamic height is computed by dividing the NAVD 88
 RO0188.geopotential number by the normal gravity value computed on the
 RO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0188.degrees latitude (g = 980.6199 gals.).
 RO0188
 RO0188.The modeled gravity was interpolated from observed gravity values.
 RO0188
 RO0188. The following values were computed from the NAD 83(2007) position.
 RO0188
 RO0188;                    North         East     Units Scale Factor Converg.
 RO0188;SPC MN C     -   248,477.016   788,136.661   MT  0.99992202   -0 06 41.3
 RO0188;SPC MN C     -   815,211.68  2,585,745.03   sFT  0.99992202   -0 06 41.3
 RO0188;UTM  15      - 5,132,312.708   391,937.708   MT  0.99974354   -1 00 56.9
 RO0188
 RO0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0188!SPC MN C     -   0.99994659  x   0.99992202  =   0.99986861
 RO0188!UTM  15      -   0.99994659  x   0.99974354  =   0.99969014
 RO0188
 RO0188                          SUPERSEDED SURVEY CONTROL
 RO0188
 RO0188  NAD 83(1996)-  46 20 08.76607(N)    094 24 14.74013(W) AD(       ) 1
 RO0188  ELLIP H (10/22/03)  340.791  (m)                       GP(       ) 4 1
 RO0188  NAVD 88 (10/22/03)  367.88   (m)         1207.0    (f) LEVELING    3  
 RO0188  NAVD 88 (06/15/91)  367.884  (m)         1206.97   (f) SUPERSEDED  2 0
 RO0188  NGVD 29 (??/??/92)  367.696  (m)         1206.35   (f) ADJ UNCH    2 0
 RO0188
 RO0188.Superseded values are not recommended for survey control.
 RO0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0188.See file dsdata.txt to determine how the superseded data were derived.
 RO0188
 RO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9193732312(NAD 83)
 RO0188
 RO0188_MARKER: DV = VERTICAL CONTROL DISK
 RO0188_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0188_STAMPING: 1115 N 1973
 RO0188_MARK LOGO: MNDT  
 RO0188_PROJECTION: FLUSH
 RO0188_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0188+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 RO0188
 RO0188  HISTORY     - Date     Condition        Report By
 RO0188  HISTORY     - 1973     MONUMENTED       MNDT
 RO0188  HISTORY     - 20000626 GOOD             MNDT
 RO0188  HISTORY     - 20050810 GOOD             MNDT
 RO0188
 RO0188                          STATION DESCRIPTION
 RO0188
 RO0188'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0188'3.1 MI E FROM PILLAGER.
 RO0188'THE MARK IS 3.5 MILES MEASURED EASTERLY FROM THE JUNCTION OF TRUNK
 RO0188'HIGHWAY 210 AND CASS COUNTY ROAD 1 (AT NORTH SIDE OF PILLAGER) AT
 RO0188'MILEPOST 112.7.  IT IS 98.6 FEET NORTH TRUNK HIGHWAY 210 AT BRASS
 RO0188'PLUG, 101.2 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 210 STENCIL 665,
 RO0188'130.6 FEET EAST OF FENCE CORNER POST AT FIELD ROAD NORTH, 27 FEET
 RO0188'NORTH OF FIELD ROAD, 2.0 FEET WEST-SOUTHWEST OF RIGHT OF WAY MARKER
 RO0188'POST, AND 1.1 FEET SOUTH OF EAST-WEST FENCE LINE.  IT IS 1.1 FEET
 RO0188'SOUTH OF A STEEL WITNESS POST AND IS ABOUT LEVEL WITH TRUNK HIGHWAY
 RO0188'210.  THE MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 19 FOOT LONG
 RO0188'COPPER-COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE GROUND.  NOTE--
 RO0188'ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.
 RO0188'NW SECTION 13, T 133N, R 30W.
 RO0188
 RO0188                          STATION RECOVERY (2000)
 RO0188
 RO0188'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0188'RECOVERED 3.5 MI (5.6 KM) EAST OF PILLAGER, AT TH 210 MP 112.7, 18.5
 RO0188'FT (5.6 M) NNE OF CABLE MARKER, 94 FT (28.7 M) NORTH OF TH 210, 98.6
 RO0188'FT NORTH OF BRASS PLUG, 101.2 FT NNW OF 665 STENCIL, 130.6 FT EAST OF
 RO0188'FENCE CORNER, 2.2 FT WSW OF RW MARKER, 1.1 FT SOUTH OF WITNESS POST,
 RO0188'FLUSH .
 RO0188
 RO0188                          STATION RECOVERY (2005)
 RO0188
 RO0188'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RO0188'THE MARK IS 3.5 MILES (5.6 KM) EAST OF THE JUNCTION OF COUNTY ROAD 1
 RO0188'AND TRUNK HIGHWAY 210 AT PILLAGER, AT TRUNK HIGHWAY 210 MILE POINT
 RO0188'112.7,
 RO0188' 
 RO0188'98.6 FEET (30.1 M) NORTH OF BRASS PLUG, 101.2 FEET (30.8 M)
 RO0188'NORTH-NORTHWEST OF STATION STENCIL 665, 130.6 FEET (39.8 M) EAST OF A
 RO0188'FENCE CORNER, 27 FEET (8.2 M) NORTH OF FIELD ROAD, 18.7 FEET (5.7 M)
 RO0188'NORTH-NORTHEAST OF TELEPHONE PEDESTAL POST, 2.2 FEET (0.7 M)
 RO0188'WEST-SOUTHWEST OF RIGHT OF WAY MARKER/WITNESS POST, 1.1 FEET (0.3 M)
 RO0188'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0187 ***********************************************************************
 RO0187  DESIGNATION -  1115 P
 RO0187  PID         -  RO0187
 RO0187  STATE/COUNTY-  MN/CASS
 RO0187  COUNTRY     -  US
 RO0187  USGS QUAD   -  PILLAGER (1954)
 RO0187
 RO0187                         *CURRENT SURVEY CONTROL
 RO0187  ______________________________________________________________________
 RO0187* NAD 83(1986) POSITION- 46 20 06.     (N) 094 23 25.     (W)   SCALED    
 RO0187* NAVD 88 ORTHO HEIGHT -   367.962  (meters)    1207.22  (feet) ADJUSTED  
 RO0187  ______________________________________________________________________
 RO0187  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 RO0187  DYNAMIC HEIGHT  -        367.975 (meters)     1207.26  (feet) COMP
 RO0187  MODELED GRAVITY -    980,637.1   (mgal)                       NAVD 88
 RO0187
 RO0187  VERT ORDER      -  SECOND    CLASS 0
 RO0187
 RO0187.The horizontal coordinates were scaled from a topographic map and have
 RO0187.an estimated accuracy of +/- 6 seconds.
 RO0187.
 RO0187.The orthometric height was determined by differential leveling and
 RO0187.adjusted in June 1991.
 RO0187
 RO0187.The dynamic height is computed by dividing the NAVD 88
 RO0187.geopotential number by the normal gravity value computed on the
 RO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0187.degrees latitude (g = 980.6199 gals.).
 RO0187
 RO0187.The modeled gravity was interpolated from observed gravity values.
 RO0187
 RO0187;                    North         East    Units  Estimated Accuracy
 RO0187;SPC MN C     -   248,390.      789,200.      MT  (+/- 180 meters Scaled)
 RO0187
 RO0187                          SUPERSEDED SURVEY CONTROL
 RO0187
 RO0187  NGVD 29 (??/??/92)  367.774  (m)         1206.61   (f) ADJ UNCH    2 0
 RO0187
 RO0187.Superseded values are not recommended for survey control.
 RO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0187.See file dsdata.txt to determine how the superseded data were derived.
 RO0187
 RO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM929322(NAD 83)
 RO0187
 RO0187_MARKER: DD = SURVEY DISK
 RO0187_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0187+WITH SETTING: INTO GROUND
 RO0187_STAMPING: 1115 P 1973
 RO0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0187+STABILITY: SURFACE MOTION
 RO0187
 RO0187  HISTORY     - Date     Condition        Report By
 RO0187  HISTORY     - 1973     MONUMENTED       MNDT
 RO0187  HISTORY     - 20000620 MARK NOT FOUND   MNDT
 RO0187
 RO0187                          STATION DESCRIPTION
 RO0187
 RO0187'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0187'3 MI W FROM BAXTER.
 RO0187'THE MARK IS 0.1 MILE SOUTH ON CASS COUNTY ROAD 36 FROM THE JUNCTION OF
 RO0187'TRUNK HIGHWAY 210 AND CASS COUNTY ROAD 36 (MILEPOST 113.3) THAT IS 4.1
 RO0187'MILES MEASURED EASTERLY ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF
 RO0187'TRUNK HIGHWAY 210 AND CASS COUNTY ROAD 1 AT THE NORTH END OF PILLAGER.
 RO0187'IT IS 38 FEET EAST OF CASS COUNTY ROAD 36, 196 FEET SOUTH OF THE
 RO0187'SOUTH RAIL OF BURLINGTON NORTHERN RAILROAD TRACKS, 2 FEET NORTHEAST OF
 RO0187'NORTHWEST CORNER FENCE POST OF TURKEY RANCH YARD, 115.5 FEET SOUTHEAST
 RO0187'OF UNDERGROUND CABLE MARKER POST 96 FEET SOUTH OF TELEGRAPH POLE
 RO0187'NUMBER 330, 107 FEET SOUTHEAST OF A POWER POLE (NORTH-SOUTH POWER
 RO0187'LINE), AND 75 FEET EAST OF A POWER POLE (EAST-WEST POWER LINE). IT IS
 RO0187'1.4 FEET NORTH OF A STEEL WITNESS POST IS ABOUT LEVEL WITH THE COUNTY
 RO0187'ROAD AND THE RAILROAD TRACKS.  THE MARK IS CRIMPED ON A 5/8 INCH BY 18
 RO0187'FOOT LONG COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND. NOTE--
 RO0187'ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.
 RO0187'NW 1/4 SECTION 18, T 133N, R 29 W.
 RO0187
 RO0187                          STATION RECOVERY (2000)
 RO0187
 RO0187'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0187'NOT FOUND, FENCE CORNER GONE, WITNESS POST GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0186 ***********************************************************************
 RO0186  DESIGNATION -  1115 Q
 RO0186  PID         -  RO0186
 RO0186  STATE/COUNTY-  MN/CASS
 RO0186  COUNTRY     -  US
 RO0186  USGS QUAD   -  BAXTER (1994)
 RO0186
 RO0186                         *CURRENT SURVEY CONTROL
 RO0186  ______________________________________________________________________
 RO0186* NAD 83(1986) POSITION- 46 20 06.     (N) 094 22 07.     (W)   SCALED    
 RO0186* NAVD 88 ORTHO HEIGHT -   366.929  (meters)    1203.83  (feet) ADJUSTED  
 RO0186  ______________________________________________________________________
 RO0186  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 RO0186  DYNAMIC HEIGHT  -        366.941 (meters)     1203.87  (feet) COMP
 RO0186  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 RO0186
 RO0186  VERT ORDER      -  SECOND    CLASS I
 RO0186
 RO0186.The horizontal coordinates were scaled from a topographic map and have
 RO0186.an estimated accuracy of +/- 6 seconds.
 RO0186.
 RO0186.The orthometric height was determined by differential leveling and
 RO0186.adjusted in June 1991.
 RO0186
 RO0186.Photographs are available for this station.
 RO0186
 RO0186.The dynamic height is computed by dividing the NAVD 88
 RO0186.geopotential number by the normal gravity value computed on the
 RO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0186.degrees latitude (g = 980.6199 gals.).
 RO0186
 RO0186.The modeled gravity was interpolated from observed gravity values.
 RO0186
 RO0186;                    North         East    Units  Estimated Accuracy
 RO0186;SPC MN C     -   248,390.      790,870.      MT  (+/- 180 meters Scaled)
 RO0186
 RO0186                          SUPERSEDED SURVEY CONTROL
 RO0186
 RO0186  NGVD 29 (??/??/92)  366.741  (m)         1203.22   (f) ADJ UNCH    2 0
 RO0186
 RO0186.Superseded values are not recommended for survey control.
 RO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0186.See file dsdata.txt to determine how the superseded data were derived.
 RO0186
 RO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM946321(NAD 83)
 RO0186
 RO0186_MARKER: DV = VERTICAL CONTROL DISK
 RO0186_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0186_STAMPING: 1115 Q 1973
 RO0186_MARK LOGO: MNDT  
 RO0186_PROJECTION: FLUSH
 RO0186_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0186+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0186
 RO0186  HISTORY     - Date     Condition        Report By
 RO0186  HISTORY     - 1973     MONUMENTED       MNDT
 RO0186  HISTORY     - 20000620 GOOD             MNDT
 RO0186  HISTORY     - 20060607 GOOD             MNDT
 RO0186
 RO0186                          STATION DESCRIPTION
 RO0186
 RO0186'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0186'2 MI W FROM BAXTER.
 RO0186'THE MARK IS 6.65 MILES MEASURED ALONG TRUNK HIGHWAY 210 FROM THE
 RO0186'JUNCTION OF TRUNK HIGHWAY 210 AND 371 (1 MILE WEST OF BRAINERD).
 RO0186'THENCE SOUTH ON GRAVEL TOWNSHIP ROAD OPPOSITE CASS COUNTY ROAD 18
 RO0186'(TRUNK HIGHWAY 210 MILEPOST 114.35) FOR 0.15 MILE TO GULL RIVER
 RO0186'CEMETERY.  IT IS 34 FEET EAST OF TOWNSHIP ROAD, 1.8 FEET NORTHWEST OF
 RO0186'NORTHWEST CORNER FENCE POST OF GULL RIVER CEMETERY, 23 FEET
 RO0186'EAST-SOUTHEAST OF A CORNER FENCE POST, 7 FEET NORTH OF NORTH ENTRANCE
 RO0186'TO CEMETERY AND 54.8 FEET NORTHWEST OF NORTHWEST CORNER OF PETERSON
 RO0186'HEADSTONE.  IT IS 0.8 FOOT WEST OF A STEEL WITNESS POST AND IS ABOUT
 RO0186'LEVEL WITH THE TOWNSHIP ROAD.  THE MARK IS CRIMPED ON A 5/8 INCH
 RO0186'DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN FLUSH WITH THE
 RO0186'GROUND.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS
 RO0186'OTHERWISE STATED.  NW 1/4 SECTION 17, T 133N, R 29W.
 RO0186
 RO0186                          STATION RECOVERY (2000)
 RO0186
 RO0186'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0186'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.  TREES FROM NORTH TO 120
 RO0186'DEGREES EAST-SOUTHEAST.
 RO0186
 RO0186                          STATION RECOVERY (2006)
 RO0186
 RO0186'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KNB)
 RO0186'THE MARK IS 2 MILES (3.2 KM) WEST OF BAXTER, 0.15 MILES (0.24 KM)
 RO0186'SOUTH OF TRUNK HIGHWAY 210, AT TRUNK HIGHWAY 210 MILE POINT 114.35, AT
 RO0186'THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 18 NORTH,
 RO0186' 
 RO0186'34 FEET (10.4 M) EAST OF TOWNSHIP ROAD, 1.8 FEET (0.5 M) NORTHWEST OF
 RO0186'NORTHWEST CEMETERY FENCE CORNER, 54.8 FEET (16.7 M) NORTHWEST OF THE
 RO0186'NORTHWEST CORNER OF PETERSON HEADSTONE, 0.8 FEET (24.4 CM) WEST OF A
 RO0186'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0183 ***********************************************************************
 RO0183  DESIGNATION -  1115 S
 RO0183  PID         -  RO0183
 RO0183  STATE/COUNTY-  MN/CASS
 RO0183  COUNTRY     -  US
 RO0183  USGS QUAD   -  BAXTER (1994)
 RO0183
 RO0183                         *CURRENT SURVEY CONTROL
 RO0183  ______________________________________________________________________
 RO0183* NAD 83(2007) POSITION- 46 20 28.30194(N) 094 19 40.49181(W)   ADJUSTED  
 RO0183* NAD 83(2007) ELLIP HT-   337.747 (meters)        (02/10/07)   ADJUSTED
 RO0183* NAD 83(2007) EPOCH   -  2002.00
 RO0183* NAVD 88 ORTHO HEIGHT -   364.902  (meters)    1197.18  (feet) ADJUSTED  
 RO0183  ______________________________________________________________________
 RO0183  NAD 83(2007) X  -   -332,888.726 (meters)                     COMP
 RO0183  NAD 83(2007) Y  - -4,398,615.153 (meters)                     COMP
 RO0183  NAD 83(2007) Z  -  4,591,755.706 (meters)                     COMP
 RO0183  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC09
 RO0183  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 RO0183  DYNAMIC HEIGHT  -        364.915 (meters)     1197.23  (feet) COMP
 RO0183  MODELED GRAVITY -    980,638.2   (mgal)                       NAVD 88
 RO0183
 RO0183  VERT ORDER      -  SECOND    CLASS I
 RO0183
 RO0183  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0183  Type                                         Horiz  Ellip  Dist(km)
 RO0183  -------------------------------------------------------------------
 RO0183  NETWORK                                       1.08   1.08
 RO0183  -------------------------------------------------------------------
 RO0183  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.97   0.88      3.08
 RO0183  -------------------------------------------------------------------
 RO0183  NOTE: Click here for information on individual local accuracy
 RO0183  values and other accuracy information.
 RO0183
 RO0183
 RO0183.The horizontal coordinates were established by GPS observations
 RO0183.and adjusted by the National Geodetic Survey in February 2007.
 RO0183
 RO0183.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0183.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0183
 RO0183.The horizontal coordinates are valid at the epoch date displayed above
 RO0183.which is a decimal equivalence of Year/Month/Day.
 RO0183
 RO0183.The orthometric height was determined by differential leveling and
 RO0183.adjusted in June 1991.
 RO0183
 RO0183.Photographs are available for this station.
 RO0183
 RO0183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0183
 RO0183.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0183
 RO0183.The ellipsoidal height was determined by GPS observations
 RO0183.and is referenced to NAD 83.
 RO0183
 RO0183.The dynamic height is computed by dividing the NAVD 88
 RO0183.geopotential number by the normal gravity value computed on the
 RO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0183.degrees latitude (g = 980.6199 gals.).
 RO0183
 RO0183.The modeled gravity was interpolated from observed gravity values.
 RO0183
 RO0183. The following values were computed from the NAD 83(2007) position.
 RO0183
 RO0183;                    North         East     Units Scale Factor Converg.
 RO0183;SPC MN C     -   249,071.583   794,002.168   MT  0.99992203   -0 03 22.9
 RO0183;SPC MN C     -   817,162.35  2,604,988.78   sFT  0.99992203   -0 03 22.9
 RO0183;UTM  15      - 5,132,814.527   397,810.775   MT  0.99972836   -0 57 38.8
 RO0183
 RO0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0183!SPC MN C     -   0.99994706  x   0.99992203  =   0.99986909
 RO0183!UTM  15      -   0.99994706  x   0.99972836  =   0.99967543
 RO0183
 RO0183                          SUPERSEDED SURVEY CONTROL
 RO0183
 RO0183  NAD 83(1996)-  46 20 28.30163(N)    094 19 40.49111(W) AD(       ) 1
 RO0183  ELLIP H (10/22/03)  337.782  (m)                       GP(       ) 4 1
 RO0183  NAVD 88 (10/22/03)  364.90   (m)         1197.2    (f) LEVELING    3  
 RO0183  NGVD 29 (??/??/92)  364.716  (m)         1196.57   (f) ADJ UNCH    2 0
 RO0183
 RO0183.Superseded values are not recommended for survey control.
 RO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0183.See file dsdata.txt to determine how the superseded data were derived.
 RO0183
 RO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9781032814(NAD 83)
 RO0183
 RO0183_MARKER: DV = VERTICAL CONTROL DISK
 RO0183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0183_STAMPING: 1115 S 1973
 RO0183_MARK LOGO: MNHD  
 RO0183_PROJECTION: FLUSH
 RO0183_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0183+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0183
 RO0183  HISTORY     - Date     Condition        Report By
 RO0183  HISTORY     - 1973     MONUMENTED       MNHD
 RO0183  HISTORY     - 20000626 GOOD             MNDT
 RO0183  HISTORY     - 20000705 GOOD             MNDT
 RO0183  HISTORY     - 20060607 GOOD             MNDT
 RO0183
 RO0183                          STATION DESCRIPTION
 RO0183
 RO0183'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0183'IN BAXTER.
 RO0183'THE MARK IS 4.6 MILES WEST MEASURED ALONG TRUNK HIGHWAY 210 FROM THE
 RO0183'JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD) AT
 RO0183'TRUNK HIGHWAY 210 MILEPOST 116.4.  IT IS 107.3 FEET SOUTH OF TRUNK
 RO0183'HIGHWAY 210, 57.0 FEET NORTH OF THE NORTH RAIL OF OF THE BURLINGTON
 RO0183'NORTHERN RAILROAD, 32.5 FEET EAST-SOUTHEAST POWER POLE (NORTH-SOUTH
 RO0183'POWER LINE) AND 77 FEET WEST OF CROW WING-CASS COUNTY LINE.  IT IS 1.1
 RO0183'FEET NORTH OF A STEEL WITNESS POST AND IS ABOUT 2 FEET HIGHER THAN
 RO0183'TRUNK HIGHWAY 210.  IT IS CRIMPED ON A 5/8 INCH DIAMETER BY 32 FOOT
 RO0183'LONG COPPER-COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.  SE 1/4
 RO0183'SECTION 9, T 133 N, R 29 W.
 RO0183
 RO0183                          STATION RECOVERY (2000)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0183'THE MARK WAS RECOVERED AS DESCRIBED.
 RO0183
 RO0183                          STATION RECOVERY (2000)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 RO0183'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RO0183
 RO0183                          STATION RECOVERY (2006)
 RO0183
 RO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0183'THE MARK IS 2.5 MILES (4.0 KM) WEST OF BAXTER, 4.6 MILES (7.4 KM) WEST
 RO0183'OF WEST JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT
 RO0183'BRAINERD, 107.3 FEET (32.7 M) SOUTH OF TRUNK HIGHWAY 210, AT TRUNK
 RO0183'HIGHWAY 210 MILE POINT 116.4,
 RO0183' 
 RO0183'57 FEET (17.4 M) NORTH OF NORTH RAIL OF RAILROAD, 32.5 FEET (9.9 M)
 RO0183'EAST-SOUTHEAST OF A POWER POLE, 77 FEET (23.5 M) WEST OF COUNTY LINE,
 RO0183'1.1 FEET (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ4459 ***********************************************************************
 AJ4459  DESIGNATION -  1115 T
 AJ4459  PID         -  AJ4459
 AJ4459  STATE/COUNTY-  MN/MORRISON
 AJ4459  COUNTRY     -  US
 AJ4459  USGS QUAD   -  MOTLEY (1963)
 AJ4459
 AJ4459                         *CURRENT SURVEY CONTROL
 AJ4459  ______________________________________________________________________
 AJ4459* NAD 83(2007) POSITION- 46 20 29.56505(N) 094 38 42.71579(W)   ADJUSTED  
 AJ4459* NAD 83(2007) ELLIP HT-   348.355 (meters)        (02/10/07)   ADJUSTED
 AJ4459* NAD 83(2007) EPOCH   -  2002.00
 AJ4459* NAVD 88 ORTHO HEIGHT -   375.471  (meters)    1231.86  (feet) ADJUSTED  
 AJ4459  ______________________________________________________________________
 AJ4459  NAD 83(2007) X  -   -357,239.832 (meters)                     COMP
 AJ4459  NAD 83(2007) Y  - -4,396,683.470 (meters)                     COMP
 AJ4459  NAD 83(2007) Z  -  4,591,790.306 (meters)                     COMP
 AJ4459  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC09
 AJ4459  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 AJ4459  DYNAMIC HEIGHT  -        375.478 (meters)     1231.88  (feet) COMP
 AJ4459  MODELED GRAVITY -    980,620.6   (mgal)                       NAVD 88
 AJ4459
 AJ4459  VERT ORDER      -  SECOND    CLASS I
 AJ4459
 AJ4459  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ4459  Type                                         Horiz  Ellip  Dist(km)
 AJ4459  -------------------------------------------------------------------
 AJ4459  NETWORK                                       0.44   0.51
 AJ4459  -------------------------------------------------------------------
 AJ4459  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.44   0.53      3.12
 AJ4459  -------------------------------------------------------------------
 AJ4459  NOTE: Click here for information on individual local accuracy
 AJ4459  values and other accuracy information.
 AJ4459
 AJ4459
 AJ4459.The horizontal coordinates were established by GPS observations
 AJ4459.and adjusted by the National Geodetic Survey in February 2007.
 AJ4459
 AJ4459.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ4459.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ4459
 AJ4459.The horizontal coordinates are valid at the epoch date displayed above
 AJ4459.which is a decimal equivalence of Year/Month/Day.
 AJ4459
 AJ4459.The orthometric height was determined by differential leveling and
 AJ4459.adjusted in June 2004.
 AJ4459
 AJ4459.Photographs are available for this station.
 AJ4459
 AJ4459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4459
 AJ4459.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ4459
 AJ4459.The ellipsoidal height was determined by GPS observations
 AJ4459.and is referenced to NAD 83.
 AJ4459
 AJ4459.The dynamic height is computed by dividing the NAVD 88
 AJ4459.geopotential number by the normal gravity value computed on the
 AJ4459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4459.degrees latitude (g = 980.6199 gals.).
 AJ4459
 AJ4459.The modeled gravity was interpolated from observed gravity values.
 AJ4459
 AJ4459. The following values were computed from the NAD 83(2007) position.
 AJ4459
 AJ4459;                    North         East     Units Scale Factor Converg.
 AJ4459;SPC MN C     -   249,183.528   769,578.001   MT  0.99992203   -0 17 09.2
 AJ4459;SPC MN C     -   817,529.62  2,524,857.16   sFT  0.99992203   -0 17 09.2
 AJ4459;UTM  15      - 5,133,311.921   373,395.339   MT  0.99979703   -1 11 25.5
 AJ4459
 AJ4459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4459!SPC MN C     -   0.99994539  x   0.99992203  =   0.99986743
 AJ4459!UTM  15      -   0.99994539  x   0.99979703  =   0.99974244
 AJ4459
 AJ4459|---------------------------------------------------------------------|
 AJ4459| PID    Reference Object                     Distance      Geod. Az  |
 AJ4459|                                                           dddmmss.s |
 AJ4459| RO0288 L 63                                391.621 METERS 18511     |
 AJ4459|---------------------------------------------------------------------|
 AJ4459
 AJ4459                          SUPERSEDED SURVEY CONTROL
 AJ4459
 AJ4459  NAD 83(1996)-  46 20 29.56485(N)    094 38 42.71541(W) AD(       ) 1
 AJ4459  ELLIP H (11/07/01)  348.383  (m)                       GP(       ) 4 1
 AJ4459  NAVD 88 (11/07/01)  375.47   (m)         1231.9    (f) LEVELING    3  
 AJ4459
 AJ4459.Superseded values are not recommended for survey control.
 AJ4459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4459.See file dsdata.txt to determine how the superseded data were derived.
 AJ4459
 AJ4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7339533311(NAD 83)
 AJ4459
 AJ4459_MARKER: DV = VERTICAL CONTROL DISK
 AJ4459_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ4459_SP_SET: BRIDGE RAILING
 AJ4459_STAMPING: 1115 T 1999
 AJ4459_MARK LOGO: MNDT  
 AJ4459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4459+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2006
 AJ4459
 AJ4459  HISTORY     - Date     Condition        Report By
 AJ4459  HISTORY     - 1999     MONUMENTED       MNDT
 AJ4459  HISTORY     - 19991027 GOOD             MNDT
 AJ4459  HISTORY     - 20000627 GOOD             MNDT
 AJ4459  HISTORY     - 20060613 GOOD             MNDT
 AJ4459
 AJ4459                          STATION DESCRIPTION
 AJ4459
 AJ4459'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ4459'IN MOTLEY, IN TOP OF RAILING AT SE COR OF BRDG NO 49026 ON (TH 210
 AJ4459'OVER CROW WING RIVER) , 0.15 MI (0.24 KM) NE ALONG TH 210 FROM JCT OF
 AJ4459'TH 210 AND TH 10 IN MOTLEY, 33 FT (10.1 M) SE OF TH 210, 1.5 FT (0.5
 AJ4459'M) NE OF SE COR OF BRDG, 1.8 FT (0.5 M) ABOVE ROAD.  MARK WAS SET IN
 AJ4459'1990 UNSTAMPED, RECOVERED AND STAMPED IN 1999.
 AJ4459
 AJ4459                          STATION RECOVERY (2000)
 AJ4459
 AJ4459'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ4459'IN MOTLEY, SE CORNER OF BRIDGE OVER CROW WING RIVER, 0.15 MI (0.24 KM)
 AJ4459'NE OF JCT TH 10 AND TH 210, 33 FT (10.1 M) SE OF TH 210, 1.5 FT (0.5
 AJ4459'M) NE OF SE CORNER OF BRIDGE, 1.8 FT (0.5 M) ABOVE ROAD.
 AJ4459
 AJ4459                          STATION RECOVERY (2006)
 AJ4459
 AJ4459'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AJ4459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ4464 ***********************************************************************
 AJ4464  DESIGNATION -  1115 U
 AJ4464  PID         -  AJ4464
 AJ4464  STATE/COUNTY-  MN/CASS
 AJ4464  COUNTRY     -  US
 AJ4464  USGS QUAD   -  MOTLEY (1963)
 AJ4464
 AJ4464                         *CURRENT SURVEY CONTROL
 AJ4464  ______________________________________________________________________
 AJ4464* NAD 83(1986) POSITION- 46 20 32.5    (N) 094 38 37.4    (W)   HD_HELD2  
 AJ4464* NAVD 88 ORTHO HEIGHT -   374.846  (meters)    1229.81  (feet) ADJUSTED  
 AJ4464  ______________________________________________________________________
 AJ4464  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 AJ4464  DYNAMIC HEIGHT  -        374.852 (meters)     1229.83  (feet) COMP
 AJ4464  MODELED GRAVITY -    980,620.6   (mgal)                       NAVD 88
 AJ4464
 AJ4464  VERT ORDER      -  SECOND    CLASS I
 AJ4464
 AJ4464.The horizontal coordinates were established by autonomous hand held GPS
 AJ4464.observations and have an estimated accuracy of +/- 10 meters.
 AJ4464.
 AJ4464.The orthometric height was determined by differential leveling and
 AJ4464.adjusted in June 2004.
 AJ4464
 AJ4464.Photographs are available for this station.
 AJ4464
 AJ4464.The dynamic height is computed by dividing the NAVD 88
 AJ4464.geopotential number by the normal gravity value computed on the
 AJ4464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4464.degrees latitude (g = 980.6199 gals.).
 AJ4464
 AJ4464.The modeled gravity was interpolated from observed gravity values.
 AJ4464
 AJ4464;                    North         East    Units  Estimated Accuracy
 AJ4464;SPC MN C     -   249,274.      769,692.      MT  (+/- 10 meters HH2 GPS)
 AJ4464
 AJ4464                          SUPERSEDED SURVEY CONTROL
 AJ4464
 AJ4464.No superseded survey control is available for this station.
 AJ4464
 AJ4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7351033400(NAD 83)
 AJ4464
 AJ4464_MARKER: DV = VERTICAL CONTROL DISK
 AJ4464_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ4464_SP_SET: BRIDGE ABUTMENT
 AJ4464_STAMPING: 1115 U 1999
 AJ4464_MARK LOGO: MNDT  
 AJ4464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4464+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 AJ4464
 AJ4464  HISTORY     - Date     Condition        Report By
 AJ4464  HISTORY     - 1990     MONUMENTED       MNDT
 AJ4464  HISTORY     - 19991027 GOOD             MNDT
 AJ4464  HISTORY     - 20060613 GOOD             MNDT
 AJ4464  HISTORY     - 20101129 GOOD             MNDT
 AJ4464
 AJ4464                          STATION DESCRIPTION
 AJ4464
 AJ4464'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ4464'IN MOTLEY, IN TOP OF RAILING AT NE COR OF BRDG NO 49026 OVER CROW WING
 AJ4464'RIVER, 0.2 MI (0.3 KM) NE ALONG TH 210 FROM JCT OF TH 210 AND TH 10 IN
 AJ4464'MOTLEY, 32.9 FT (10.0 M) SE OF TH 210, 1.5 FT (0.5 M) SW OF NE END OF
 AJ4464'BRDG.MARK WAS SET IN 1990 UNSTAMPED, RECOVERED AND STAMPED IN 1999.
 AJ4464
 AJ4464                          STATION RECOVERY (2006)
 AJ4464
 AJ4464'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AJ4464'THE MARK IS IN MOTLEY, IN ABUTMENT AT NORTHEAST CORNER OF TRUNK
 AJ4464'HIGHWAY BRIDGE NUMBER 49026 OVER CROW WING RIVER, 0.2 MILES (0.3 KM)
 AJ4464'NORTHEAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY
 AJ4464'210 AND TRUNK HIGHWAY 10 IN MOTLEY, AT TRUNK HIGHWAY 210 MILE POINT
 AJ4464'100.98,
 AJ4464' 
 AJ4464'32.9 FEET (10.0 M) SOUTHEAST OF TRUNK HIGHWAY 210, 1.5 FEET (0.5 M)
 AJ4464'SOUTHWEST OF NORTHEAST END OF BRIDGE.
 AJ4464
 AJ4464                          STATION RECOVERY (2010)
 AJ4464
 AJ4464'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AJ4464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8719 ***********************************************************************
 DF8719  DESIGNATION -  1115 U 1
 DF8719  PID         -  DF8719
 DF8719  STATE/COUNTY-  MN/CASS
 DF8719  COUNTRY     -  US
 DF8719  USGS QUAD   -  BAXTER (1994)
 DF8719
 DF8719                         *CURRENT SURVEY CONTROL
 DF8719  ______________________________________________________________________
 DF8719* NAD 83(2007) POSITION- 46 20 21.94672(N) 094 21 15.16207(W)   ADJUSTED  
 DF8719* NAD 83(2007) ELLIP HT-   334.238 (meters)        (02/10/07)   ADJUSTED
 DF8719* NAD 83(2007) EPOCH   -  2002.00
 DF8719* NAVD 88 ORTHO HEIGHT -   361.379  (meters)    1185.62  (feet) ADJUSTED  
 DF8719  ______________________________________________________________________
 DF8719  NAD 83(2007) X  -   -334,918.138 (meters)                     COMP
 DF8719  NAD 83(2007) Y  - -4,398,601.049 (meters)                     COMP
 DF8719  NAD 83(2007) Z  -  4,591,617.687 (meters)                     COMP
 DF8719  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC09
 DF8719  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DF8719  DYNAMIC HEIGHT  -        361.390 (meters)     1185.66  (feet) COMP
 DF8719  MODELED GRAVITY -    980,636.5   (mgal)                       NAVD 88
 DF8719
 DF8719  VERT ORDER      -  SECOND    CLASS I
 DF8719
 DF8719  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8719  Type                                         Horiz  Ellip  Dist(km)
 DF8719  -------------------------------------------------------------------
 DF8719  NETWORK                                       1.08   1.16
 DF8719  -------------------------------------------------------------------
 DF8719  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.85   0.86      2.88
 DF8719  -------------------------------------------------------------------
 DF8719  NOTE: Click here for information on individual local accuracy
 DF8719  values and other accuracy information.
 DF8719
 DF8719
 DF8719.The horizontal coordinates were established by GPS observations
 DF8719.and adjusted by the National Geodetic Survey in February 2007.
 DF8719
 DF8719.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8719.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8719
 DF8719.The horizontal coordinates are valid at the epoch date displayed above
 DF8719.which is a decimal equivalence of Year/Month/Day.
 DF8719
 DF8719.The orthometric height was determined by differential leveling and
 DF8719.adjusted in January 2008.
 DF8719
 DF8719.Photographs are available for this station.
 DF8719
 DF8719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8719
 DF8719.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8719
 DF8719.The ellipsoidal height was determined by GPS observations
 DF8719.and is referenced to NAD 83.
 DF8719
 DF8719.The dynamic height is computed by dividing the NAVD 88
 DF8719.geopotential number by the normal gravity value computed on the
 DF8719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8719.degrees latitude (g = 980.6199 gals.).
 DF8719
 DF8719.The modeled gravity was interpolated from observed gravity values.
 DF8719
 DF8719. The following values were computed from the NAD 83(2007) position.
 DF8719
 DF8719;                    North         East     Units Scale Factor Converg.
 DF8719;SPC MN C     -   248,877.694   791,977.551   MT  0.99992203   -0 04 31.4
 DF8719;SPC MN C     -   816,526.23  2,598,346.35   sFT  0.99992203   -0 04 31.4
 DF8719;UTM  15      - 5,132,652.651   395,783.738   MT  0.99973351   -0 58 47.2
 DF8719
 DF8719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8719!SPC MN C     -   0.99994761  x   0.99992203  =   0.99986964
 DF8719!UTM  15      -   0.99994761  x   0.99973351  =   0.99968113
 DF8719
 DF8719                          SUPERSEDED SURVEY CONTROL
 DF8719
 DF8719  NAD 83(1996)-  46 20 21.94641(N)    094 21 15.16139(W) AD(       ) 1
 DF8719  ELLIP H (10/22/03)  334.275  (m)                       GP(       ) 4 1
 DF8719  NAVD 88 (10/22/03)  361.4    (m)  GEOID99 model used   GPS OBS        
 DF8719
 DF8719.Superseded values are not recommended for survey control.
 DF8719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8719.See file dsdata.txt to determine how the superseded data were derived.
 DF8719
 DF8719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9578332652(NAD 83)
 DF8719
 DF8719_MARKER: DV = VERTICAL CONTROL DISK
 DF8719_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8719_SP_SET: BRIDGE ABUTMENT
 DF8719_STAMPING: 1115 U 1 2000
 DF8719_MARK LOGO: MNDT  
 DF8719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8719+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DF8719
 DF8719  HISTORY     - Date     Condition        Report By
 DF8719  HISTORY     - 2000     MONUMENTED       MNDT
 DF8719  HISTORY     - 20060612 GOOD             MNDT
 DF8719
 DF8719                          STATION DESCRIPTION
 DF8719
 DF8719'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8719'5.5 MI (8.9 KM) WEST OF BAXTER, SE ABUTMENT OF BRIDGE OVER GULL RIVER,
 DF8719'5.4 MI (8.7 KM) WEST OF JCT TH 371 AND TH 210, 33 FT (10.1 M) SOUTH OF
 DF8719'TH 210 AT MP 115.1, 1.1 FT (0.3 M) SOUTH OF WALKRAIL.
 DF8719
 DF8719                          STATION RECOVERY (2006)
 DF8719
 DF8719'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WS)
 DF8719'THE MARK IS 5.5 MILES (8.9 KM) WEST OF BAXTER, IN SOUTHEAST ABUTMENT
 DF8719'AT TRUNK HIGHWAY 210 OVER GULL RIVER, 5.4 MILES (8.7 KM) WEST ALONG
 DF8719'TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK
 DF8719'HIGHWAY 371 IN BAXTER, AT TRUNK HIGHWAY 210 MILE POINT 115.1,
 DF8719' 
 DF8719'33 FT (10.1 M) (10.1 M) SOUTH OF TRUNK HIGHWAY 210, 1.1 FEET (0.3 M)
 DF8719'SOUTH OF SIDEWALK RAIL.  DISK SET IN BRIDGE WHEN REMODELED IN 1981
 DF8719'THEN STAMPED WHEN USED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8956 ***********************************************************************
 DI8956  DESIGNATION -  1115 V
 DI8956  PID         -  DI8956
 DI8956  STATE/COUNTY-  MN/CASS
 DI8956  COUNTRY     -  US
 DI8956  USGS QUAD   -  MOTLEY (1963)
 DI8956
 DI8956                         *CURRENT SURVEY CONTROL
 DI8956  ______________________________________________________________________
 DI8956* NAD 83(1986) POSITION- 46 20 38.9    (N) 094 38 18.6    (W)   HD_HELD2  
 DI8956* NAVD 88 ORTHO HEIGHT -   373.601  (meters)    1225.72  (feet) ADJUSTED  
 DI8956  ______________________________________________________________________
 DI8956  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DI8956  DYNAMIC HEIGHT  -        373.607 (meters)     1225.74  (feet) COMP
 DI8956  MODELED GRAVITY -    980,621.3   (mgal)                       NAVD 88
 DI8956
 DI8956  VERT ORDER      -  SECOND    CLASS I
 DI8956
 DI8956.The horizontal coordinates were established by autonomous hand held GPS
 DI8956.observations and have an estimated accuracy of +/- 10 meters.
 DI8956.
 DI8956.The orthometric height was determined by differential leveling and
 DI8956.adjusted in January 2008.
 DI8956
 DI8956.Photographs are available for this station.
 DI8956
 DI8956.The dynamic height is computed by dividing the NAVD 88
 DI8956.geopotential number by the normal gravity value computed on the
 DI8956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8956.degrees latitude (g = 980.6199 gals.).
 DI8956
 DI8956.The modeled gravity was interpolated from observed gravity values.
 DI8956
 DI8956;                    North         East    Units  Estimated Accuracy
 DI8956;SPC MN C     -   249,469.      770,095.      MT  (+/- 10 meters HH2 GPS)
 DI8956
 DI8956                          SUPERSEDED SURVEY CONTROL
 DI8956
 DI8956.No superseded survey control is available for this station.
 DI8956
 DI8956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7391633589(NAD 83)
 DI8956
 DI8956_MARKER: DD = SURVEY DISK
 DI8956_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI8956_SP_SET: BRIDGE RAILING
 DI8956_STAMPING: 1115 V 2005
 DI8956_MARK LOGO: MNDT  
 DI8956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8956+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DI8956
 DI8956  HISTORY     - Date     Condition        Report By
 DI8956  HISTORY     - 2002     MONUMENTED       MNDT
 DI8956  HISTORY     - 20060613 GOOD             MNDT
 DI8956  HISTORY     - 20101129 GOOD             MNDT
 DI8956
 DI8956                          STATION DESCRIPTION
 DI8956
 DI8956'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DI8956'THE MARK IS 1.2 MILES (1.9 KM) NRTH OF MOTLEY, IN RAIL IN SOUTHEAST
 DI8956'CORNER OF TRUNK HIGHWAY 210 BRIDGE NUMBER 11010 OVER MOSQUITO CREEK,
 DI8956'0.5 MILES (0.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION
 DI8956'OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 10 IN MOTLEY, 0.2 MILES (0.3
 DI8956'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 64, AT
 DI8956'TRUNK HIGHWAY 210 MILE POINT 101.25,
 DI8956' 
 DI8956'30.0 FEET (9.1 M) SOUTH OF TRUNK HIGHWAY 210.  DISK SET IN BRIDGE WHEN
 DI8956'BUILT IN 2002 THEN STAMPED WHEN USED IN 2005.
 DI8956
 DI8956                          STATION RECOVERY (2010)
 DI8956
 DI8956'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI8956'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8959 ***********************************************************************
 DI8959  DESIGNATION -  1115 W
 DI8959  PID         -  DI8959
 DI8959  STATE/COUNTY-  MN/CASS
 DI8959  COUNTRY     -  US
 DI8959  USGS QUAD   -  MOTLEY SE (1963)
 DI8959
 DI8959                         *CURRENT SURVEY CONTROL
 DI8959  ______________________________________________________________________
 DI8959* NAD 83(2007) POSITION- 46 20 28.18547(N) 094 34 49.72759(W)   ADJUSTED  
 DI8959* NAD 83(2007) ELLIP HT-   365.922 (meters)        (07/18/11)   ADJUSTED
 DI8959* NAD 83(2007) EPOCH   -  2002.00
 DI8959* NAVD 88 ORTHO HEIGHT -   393.028  (meters)    1289.46  (feet) ADJUSTED  
 DI8959  ______________________________________________________________________
 DI8959  NAD 83(2007) X  -   -352,276.723 (meters)                     COMP
 DI8959  NAD 83(2007) Y  - -4,397,126.999 (meters)                     COMP
 DI8959  NAD 83(2007) Z  -  4,591,773.606 (meters)                     COMP
 DI8959  LAPLACE CORR    -          0.00  (seconds)                    DEFLEC09
 DI8959  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DI8959  DYNAMIC HEIGHT  -        393.037 (meters)     1289.49  (feet) COMP
 DI8959  MODELED GRAVITY -    980,625.8   (mgal)                       NAVD 88
 DI8959
 DI8959  HORZ ORDER      -  FIRST
 DI8959  VERT ORDER      -  SECOND    CLASS I
 DI8959  ELLP ORDER      -  FOURTH    CLASS I
 DI8959
 DI8959.The horizontal coordinates were established by GPS observations
 DI8959.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DI8959
 DI8959.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI8959.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI8959
 DI8959.The horizontal coordinates are valid at the epoch date displayed above
 DI8959.which is a decimal equivalence of Year/Month/Day.
 DI8959
 DI8959.The orthometric height was determined by differential leveling and
 DI8959.adjusted in January 2008.
 DI8959
 DI8959.Photographs are available for this station.
 DI8959
 DI8959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI8959
 DI8959.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI8959
 DI8959.The ellipsoidal height was determined by GPS observations
 DI8959.and is referenced to NAD 83.
 DI8959
 DI8959.The dynamic height is computed by dividing the NAVD 88
 DI8959.geopotential number by the normal gravity value computed on the
 DI8959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8959.degrees latitude (g = 980.6199 gals.).
 DI8959
 DI8959.The modeled gravity was interpolated from observed gravity values.
 DI8959
 DI8959. The following values were computed from the NAD 83(2007) position.
 DI8959
 DI8959;                    North         East     Units Scale Factor Converg.
 DI8959;SPC MN C     -   249,118.111   774,559.789   MT  0.99992203   -0 14 20.6
 DI8959;SPC MN C     -   817,315.00  2,541,201.57   sFT  0.99992203   -0 14 20.6
 DI8959;UTM  15      - 5,133,167.890   378,374.813   MT  0.99978184   -1 08 36.8
 DI8959
 DI8959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI8959!SPC MN C     -   0.99994264  x   0.99992203  =   0.99986468
 DI8959!UTM  15      -   0.99994264  x   0.99978184  =   0.99972449
 DI8959
 DI8959                          SUPERSEDED SURVEY CONTROL
 DI8959
 DI8959  NAVD 88 (07/18/11)  393.03   (m)         1289.5    (f) LEVELING    3  
 DI8959
 DI8959.Superseded values are not recommended for survey control.
 DI8959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI8959.See file dsdata.txt to determine how the superseded data were derived.
 DI8959
 DI8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7837433167(NAD 83)
 DI8959
 DI8959_MARKER: DD = SURVEY DISK
 DI8959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8959_STAMPING: 1115 W 2005
 DI8959_MARK LOGO: MNDT  
 DI8959_PROJECTION: FLUSH
 DI8959_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8959+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DI8959_ROD/PIPE-DEPTH:  5.8 meters
 DI8959_SLEEVE-DEPTH  :  0.9 meters
 DI8959
 DI8959  HISTORY     - Date     Condition        Report By
 DI8959  HISTORY     - 20050921 MONUMENTED       MNDT
 DI8959  HISTORY     - 2006     GOOD             MNDT
 DI8959  HISTORY     - 20101129 GOOD             MNDT
 DI8959
 DI8959                          STATION DESCRIPTION
 DI8959
 DI8959'DESCRIBED BY MN DEPT OF TRANSP 2006 (DW)
 DI8959'THE MARK IS 3 MILES (4.8 KM) NORTHWEST OF MOTLEY, 3.0 MILES (4.8 KM)
 DI8959'EAST ALONG TRUNK HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210
 DI8959'AND TRUNK HIGHWAY 64 NEAR MOTLEY, THENCE 0.05 MILES (0.08 KM) NORTH ON
 DI8959'COUNTY ROAD 35 (57TH AVENUE SOUTHWEST), AT TRUNK HIGHWAY 210 MILE
 DI8959'POINT 104.05,
 DI8959' 
 DI8959'40.4 FEET (12.3 M) WEST OF COUNTY ROAD 35, 0.05 MILES (0.08 KM) NORTH
 DI8959'OF TRUNK HIGHWAY 210, 72.7 FEET (22.2 M) NORTH OF A POWER POLE WITH
 DI8959'TRANSFORMERS, 2.4 FEET (0.7 M) EAST OF NORTH/SOUTH FENCE LINE, 0.9
 DI8959'FEET (27.4 CM) EAST OF A WITNESS POST.
 DI8959
 DI8959                          STATION RECOVERY (2010)
 DI8959
 DI8959'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DI8959'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI8959'THE MARK IS 3.0 MILES EAST OF MOTLEY, 3.0 MILES EAST OF TRUNK HIGHWAY
 DI8959'64 ALONG TRUNK HIGHWAY 210 TO MILEPOINT 104.05, THEN 0.05 MILE NORTH
 DI8959'ON COUNTY ROAD 35 (57TH AVENUE SOUTHWEST), 40.4 FEET WEST OF COUNTY
 DI8959'ROAD 35, 72.7 FEET NORTH OF A POWER POLE WITH TRANSFORMERS, 2.4 FEET
 DI8959'EAST OF NORTH SOUTH FENCE LINE, 0.9 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8962 ***********************************************************************
 DI8962  DESIGNATION -  1115 X
 DI8962  PID         -  DI8962
 DI8962  STATE/COUNTY-  MN/CASS
 DI8962  COUNTRY     -  US
 DI8962  USGS QUAD   -  PILLAGER (1954)
 DI8962
 DI8962                         *CURRENT SURVEY CONTROL
 DI8962  ______________________________________________________________________
 DI8962* NAD 83(1986) POSITION- 46 20 08.9    (N) 094 29 08.7    (W)   HD_HELD2  
 DI8962* NAVD 88 ORTHO HEIGHT -   370.627  (meters)    1215.97  (feet) ADJUSTED  
 DI8962  ______________________________________________________________________
 DI8962  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DI8962  DYNAMIC HEIGHT  -        370.635 (meters)     1215.99  (feet) COMP
 DI8962  MODELED GRAVITY -    980,626.8   (mgal)                       NAVD 88
 DI8962
 DI8962  VERT ORDER      -  SECOND    CLASS I
 DI8962
 DI8962.The horizontal coordinates were established by autonomous hand held GPS
 DI8962.observations and have an estimated accuracy of +/- 10 meters.
 DI8962.
 DI8962.The orthometric height was determined by differential leveling and
 DI8962.adjusted in January 2008.
 DI8962
 DI8962.Photographs are available for this station.
 DI8962
 DI8962.The dynamic height is computed by dividing the NAVD 88
 DI8962.geopotential number by the normal gravity value computed on the
 DI8962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8962.degrees latitude (g = 980.6199 gals.).
 DI8962
 DI8962.The modeled gravity was interpolated from observed gravity values.
 DI8962
 DI8962;                    North         East    Units  Estimated Accuracy
 DI8962;SPC MN C     -   248,497.      781,850.      MT  (+/- 10 meters HH2 GPS)
 DI8962
 DI8962                          SUPERSEDED SURVEY CONTROL
 DI8962
 DI8962.No superseded survey control is available for this station.
 DI8962
 DI8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8565332431(NAD 83)
 DI8962
 DI8962_MARKER: DD = SURVEY DISK
 DI8962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8962_STAMPING: 1115 X 2005
 DI8962_MARK LOGO: MNDT  
 DI8962_PROJECTION: FLUSH
 DI8962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8962+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI8962_ROD/PIPE-DEPTH: 21.3 meters
 DI8962_SLEEVE-DEPTH  :  0.9 meters
 DI8962
 DI8962  HISTORY     - Date     Condition        Report By
 DI8962  HISTORY     - 2005     MONUMENTED       MNDT
 DI8962  HISTORY     - 2006     GOOD             MNDT
 DI8962
 DI8962                          STATION DESCRIPTION
 DI8962
 DI8962'DESCRIBED BY MN DEPT OF TRANSP 2006 (DW)
 DI8962'THE MARK IS 1.5 MILES (2.4 KM) WEST OF PILLAGER, AT THE JUNCTION OF
 DI8962'TRUNK HIGHWAY 210 AND COUNTY ROAD 1 NEAR PILLAGER, AT TRUNK HIGHWAY
 DI8962'210 MILE POINT 108.7,
 DI8962' 
 DI8962'71.4 FEET (21.8 M) NORTH OF TRUNK HIGHWAY 210, 93.8 FEET (28.6 M) EAST
 DI8962'OF COUNTY ROAD 1, 1.0 FOOT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8960 ***********************************************************************
 DI8960  DESIGNATION -  1115 Y
 DI8960  PID         -  DI8960
 DI8960  STATE/COUNTY-  MN/CASS
 DI8960  COUNTRY     -  US
 DI8960  USGS QUAD   -  MOTLEY SE (1963)
 DI8960
 DI8960                         *CURRENT SURVEY CONTROL
 DI8960  ______________________________________________________________________
 DI8960* NAD 83(1986) POSITION- 46 20 24.7    (N) 094 30 07.2    (W)   HD_HELD2  
 DI8960* NAVD 88 ORTHO HEIGHT -   373.229  (meters)    1224.50  (feet) ADJUSTED  
 DI8960  ______________________________________________________________________
 DI8960  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DI8960  DYNAMIC HEIGHT  -        373.238 (meters)     1224.53  (feet) COMP
 DI8960  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 DI8960
 DI8960  VERT ORDER      -  SECOND    CLASS I
 DI8960
 DI8960.The horizontal coordinates were established by autonomous hand held GPS
 DI8960.observations and have an estimated accuracy of +/- 10 meters.
 DI8960.
 DI8960.The orthometric height was determined by differential leveling and
 DI8960.adjusted in January 2008.
 DI8960
 DI8960.Photographs are available for this station.
 DI8960
 DI8960.The dynamic height is computed by dividing the NAVD 88
 DI8960.geopotential number by the normal gravity value computed on the
 DI8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8960.degrees latitude (g = 980.6199 gals.).
 DI8960
 DI8960.The modeled gravity was interpolated from observed gravity values.
 DI8960
 DI8960;                    North         East    Units  Estimated Accuracy
 DI8960;SPC MN C     -   248,988.      780,601.      MT  (+/- 10 meters HH2 GPS)
 DI8960
 DI8960                          SUPERSEDED SURVEY CONTROL
 DI8960
 DI8960.No superseded survey control is available for this station.
 DI8960
 DI8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8441232942(NAD 83)
 DI8960
 DI8960_MARKER: DD = SURVEY DISK
 DI8960_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI8960_SP_SET: BOX CULVERT
 DI8960_STAMPING: 1115 Y 2005
 DI8960_MARK LOGO: MNDT  
 DI8960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8960+STABILITY: SURFACE MOTION
 DI8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8960+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI8960
 DI8960  HISTORY     - Date     Condition        Report By
 DI8960  HISTORY     - 2005     MONUMENTED       MNDT
 DI8960  HISTORY     - 2006     GOOD             MNDT
 DI8960
 DI8960                          STATION DESCRIPTION
 DI8960
 DI8960'DESCRIBED BY MN DEPT OF TRANSP 2006 (DW)
 DI8960'THE MARK IS 2.25 MILES (3.62 KM) WEST OF PILLAGER, IN SOUTHEAST CORNER
 DI8960'IN HEADWALL OF TRUNK HIGHWAY 210 BOX CULVERT NUMBER 8808 OVER PILLAGER
 DI8960'CREEK, 1.5 MILES (2.4 KM) WEST ALONG TRUNK HIGHWAY 210 FROM THE
 DI8960'JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 1 IN PILLAGER, AT TRUNK
 DI8960'HIGHWAY 210 MILE POINT 107.8,
 DI8960' 
 DI8960'23.3 FEET (7.1 M) SOUTH OF TRUNK HIGHWAY 210.  DISK SET IN A DRILL
 DI8960'HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4536 ***********************************************************************
 DM4536  DESIGNATION -  1116 A
 DM4536  PID         -  DM4536
 DM4536  STATE/COUNTY-  MN/CASS
 DM4536  COUNTRY     -  US
 DM4536  USGS QUAD   -  JENKINS (1994)
 DM4536
 DM4536                         *CURRENT SURVEY CONTROL
 DM4536  ______________________________________________________________________
 DM4536* NAD 83(1986) POSITION- 46 41 37.96   (N) 094 22 11.64   (W)   HD_HELD1  
 DM4536* NAVD 88 ORTHO HEIGHT -   390.426  (meters)    1280.92  (feet) ADJUSTED  
 DM4536  ______________________________________________________________________
 DM4536  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 DM4536  DYNAMIC HEIGHT  -        390.445 (meters)     1280.98  (feet) COMP
 DM4536  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DM4536
 DM4536  VERT ORDER      -  SECOND    CLASS I
 DM4536
 DM4536.The horizontal coordinates were established by differentially corrected
 DM4536.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4536.
 DM4536.The orthometric height was determined by differential leveling and
 DM4536.adjusted in June 2011.
 DM4536
 DM4536.Photographs are available for this station.
 DM4536
 DM4536.The dynamic height is computed by dividing the NAVD 88
 DM4536.geopotential number by the normal gravity value computed on the
 DM4536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4536.degrees latitude (g = 980.6199 gals.).
 DM4536
 DM4536.The modeled gravity was interpolated from observed gravity values.
 DM4536
 DM4536;                    North         East    Units  Estimated Accuracy
 DM4536;SPC MN C     -   288,277.5     790,829.5     MT  (+/- 3 meters HH1 GPS) 
 DM4536
 DM4536                          SUPERSEDED SURVEY CONTROL
 DM4536
 DM4536.No superseded survey control is available for this station.
 DM4536
 DM4536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9525972058(NAD 83)
 DM4536
 DM4536_MARKER: DV = VERTICAL CONTROL DISK
 DM4536_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4536_SP_SET: JERSEY BARRIER
 DM4536_STAMPING: 1116 A 2006
 DM4536_MARK LOGO: MNDT  
 DM4536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4536+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DM4536
 DM4536  HISTORY     - Date     Condition        Report By
 DM4536  HISTORY     - 1992     MONUMENTED       MNDT
 DM4536  HISTORY     - 20061101 GOOD             MNDT
 DM4536
 DM4536                          STATION DESCRIPTION
 DM4536
 DM4536'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM4536'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF MILDRED,
 DM4536'3.7 MI (6.0 KM) NORTH-NORTHWEST OF JENKINS AND 2.15 MI (3.5 KM)
 DM4536'SOUTHEAST OF PINE RIVER.
 DM4536' 
 DM4536'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DM4536'HIGHWAY 84 IN PINE RIVER GO 2.3 MI (3.7 KM) SOUTHEAST ALONG TRUNK
 DM4536'HIGHWAY 371 TO MILEPOST 58.9 AND BRIDGE NUMBER 11112 OVER PINE RIVER.
 DM4536' 
 DM4536'THE MARK IS FOUND 23.5 FT (7.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 371,
 DM4536'1.6 FT (0.5 M) NORTH-NORTHWEST OF SOUTHEAST END OF THE BRIDGE ON TOP
 DM4536'OF A JERSEY BARRIER.
 DM4536' 
 DM4536'NOTE THE DISK WAS SET INTO THE BRIDGE WHEN IT WAS BUILT IN 1992, THEN
 DM4536'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4535 ***********************************************************************
 DM4535  DESIGNATION -  1116 B
 DM4535  PID         -  DM4535
 DM4535  STATE/COUNTY-  MN/CASS
 DM4535  COUNTRY     -  US
 DM4535  USGS QUAD   -  PINE RIVER (1994)
 DM4535
 DM4535                         *CURRENT SURVEY CONTROL
 DM4535  ______________________________________________________________________
 DM4535* NAD 83(1986) POSITION- 46 42 21.7    (N) 094 23 09.6    (W)   HD_HELD2  
 DM4535* NAVD 88 ORTHO HEIGHT -   392.422  (meters)    1287.47  (feet) ADJUSTED  
 DM4535  ______________________________________________________________________
 DM4535  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 DM4535  DYNAMIC HEIGHT  -        392.441 (meters)     1287.53  (feet) COMP
 DM4535  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 DM4535
 DM4535  VERT ORDER      -  SECOND    CLASS I
 DM4535
 DM4535.The horizontal coordinates were established by autonomous hand held GPS
 DM4535.observations and have an estimated accuracy of +/- 10 meters.
 DM4535.
 DM4535.The orthometric height was determined by differential leveling and
 DM4535.adjusted in June 2011.
 DM4535
 DM4535.Photographs are available for this station.
 DM4535
 DM4535.The dynamic height is computed by dividing the NAVD 88
 DM4535.geopotential number by the normal gravity value computed on the
 DM4535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4535.degrees latitude (g = 980.6199 gals.).
 DM4535
 DM4535.The modeled gravity was interpolated from observed gravity values.
 DM4535
 DM4535;                    North         East    Units  Estimated Accuracy
 DM4535;SPC MN C     -   289,630.      789,600.      MT  (+/- 10 meters HH2 GPS)
 DM4535
 DM4535                          SUPERSEDED SURVEY CONTROL
 DM4535
 DM4535.No superseded survey control is available for this station.
 DM4535
 DM4535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9405273429(NAD 83)
 DM4535
 DM4535_MARKER: DD = SURVEY DISK
 DM4535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4535_STAMPING: 1116 B 2006
 DM4535_MARK LOGO: MNDT  
 DM4535_PROJECTION: FLUSH
 DM4535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4535+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DM4535_ROD/PIPE-DEPTH: 10.4 meters
 DM4535
 DM4535  HISTORY     - Date     Condition        Report By
 DM4535  HISTORY     - 20061101 MONUMENTED       MNDT
 DM4535
 DM4535                          STATION DESCRIPTION
 DM4535
 DM4535'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM4535'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF MILDRED, 4.8
 DM4535'MI (7.7 KM) NORTH-NORTHWEST OF JENKINS AND 1.0 MI (1.6 KM) SOUTHEAST
 DM4535'OF PINE RIVER.
 DM4535' 
 DM4535'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DM4535'HIGHWAY 84 IN PINE RIVER GO 1.2 MI (1.9 KM) SOUTHEAST ALONG TRUNK
 DM4535'HIGHWAY 371 TO MILE POST 60.0 TO THE MARK ON THE RIGHT.
 DM4535' 
 DM4535'THE MARK IS FOUND 72.8 FT (22.2 M) SOUTHWEST OF TRUNK HIGHWAY 371,
 DM4535'52.0 FT (15.8 M) NORTHEAST OF STATE TRAIL AND 1 FT (0.3 M) NORTHEAST
 DM4535'OF ITS WITNESS P0ST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9354 ***********************************************************************
 DF9354  DESIGNATION -  1117 H
 DF9354  PID         -  DF9354
 DF9354  STATE/COUNTY-  MN/CASS
 DF9354  COUNTRY     -  US
 DF9354  USGS QUAD   -  PINE RIVER (1994)
 DF9354
 DF9354                         *CURRENT SURVEY CONTROL
 DF9354  ______________________________________________________________________
 DF9354* NAD 83(1986) POSITION- 46 43 17.1    (N) 094 24 34.5    (W)   HD_HELD2  
 DF9354* NAVD 88 ORTHO HEIGHT -   394.482  (meters)    1294.23  (feet) ADJUSTED  
 DF9354  ______________________________________________________________________
 DF9354  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 DF9354  DYNAMIC HEIGHT  -        394.500 (meters)     1294.29  (feet) COMP
 DF9354  MODELED GRAVITY -    980,648.1   (mgal)                       NAVD 88
 DF9354
 DF9354  VERT ORDER      -  SECOND    CLASS I
 DF9354
 DF9354.The horizontal coordinates were established by autonomous hand held GPS
 DF9354.observations and have an estimated accuracy of +/- 10 meters.
 DF9354.
 DF9354.The orthometric height was determined by differential leveling and
 DF9354.adjusted in August 2004.
 DF9354
 DF9354.Photographs are available for this station.
 DF9354
 DF9354.The dynamic height is computed by dividing the NAVD 88
 DF9354.geopotential number by the normal gravity value computed on the
 DF9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9354.degrees latitude (g = 980.6199 gals.).
 DF9354
 DF9354.The modeled gravity was interpolated from observed gravity values.
 DF9354
 DF9354;                    North         East    Units  Estimated Accuracy
 DF9354;SPC MN C     -   291,344.      787,800.      MT  (+/- 10 meters HH2 GPS)
 DF9354
 DF9354                          SUPERSEDED SURVEY CONTROL
 DF9354
 DF9354.No superseded survey control is available for this station.
 DF9354
 DF9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9228075171(NAD 83)
 DF9354
 DF9354_MARKER: DB = BENCH MARK DISK
 DF9354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9354_STAMPING: 1117 H 2000
 DF9354_MARK LOGO: MNDT  
 DF9354_PROJECTION: RECESSED 3 CENTIMETERS
 DF9354_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF9354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9354+STABILITY: SURFACE MOTION
 DF9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9354+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 DF9354
 DF9354  HISTORY     - Date     Condition        Report By
 DF9354  HISTORY     - 1970     MONUMENTED       MNDT
 DF9354  HISTORY     - 20000427 GOOD             MNDT
 DF9354  HISTORY     - 20061101 GOOD             MNDT
 DF9354
 DF9354                          STATION DESCRIPTION
 DF9354
 DF9354'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DF9354'AT NW EDGE OF PINE RIVER, 0.35 MI (0.56 KM) NW ALONG TH 371 AND TH 84
 DF9354'IN PINE RIVER, AT TH 371 MP 61.55, 88.6 FT (27.0 M) NE OF TH 371, 39.0
 DF9354'FT (11.9 M) WEST OF CO RD 42, 2.1 FT (0.6 M) SE OF FENCE COR, 29.0 FT
 DF9354'(8.8 M) NE OF LIGHT POLE, 0.90 FT (27.43 CM) SOUTH OF WIT POST.
 DF9354'NOTE--STAMPED THE YEAR 2000 DURING THIS SURVEY.
 DF9354
 DF9354                          STATION RECOVERY (2006)
 DF9354
 DF9354'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 DF9354'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0832 ***********************************************************************
 QP0832  DESIGNATION -  1118
 QP0832  PID         -  QP0832
 QP0832  STATE/COUNTY-  MN/STEVENS
 QP0832  COUNTRY     -  US
 QP0832  USGS QUAD   -  MORRIS (1994)
 QP0832
 QP0832                         *CURRENT SURVEY CONTROL
 QP0832  ______________________________________________________________________
 QP0832* NAD 83(1986) POSITION- 45 34 17.     (N) 095 58 26.     (W)   SCALED    
 QP0832* NAVD 88 ORTHO HEIGHT -   340.246  (meters)    1116.29  (feet) ADJUSTED  
 QP0832  ______________________________________________________________________
 QP0832  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 QP0832  DYNAMIC HEIGHT  -        340.234 (meters)     1116.25  (feet) COMP
 QP0832  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 QP0832
 QP0832  VERT ORDER      -  SECOND    CLASS 0
 QP0832
 QP0832.The horizontal coordinates were scaled from a topographic map and have
 QP0832.an estimated accuracy of +/- 6 seconds.
 QP0832.
 QP0832.The orthometric height was determined by differential leveling and
 QP0832.adjusted in June 1991.
 QP0832
 QP0832.The dynamic height is computed by dividing the NAVD 88
 QP0832.geopotential number by the normal gravity value computed on the
 QP0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0832.degrees latitude (g = 980.6199 gals.).
 QP0832
 QP0832.The modeled gravity was interpolated from observed gravity values.
 QP0832
 QP0832;                    North         East    Units  Estimated Accuracy
 QP0832;SPC MN C     -   164,970.      665,440.      MT  (+/- 180 meters Scaled)
 QP0832
 QP0832                          SUPERSEDED SURVEY CONTROL
 QP0832
 QP0832  NGVD 29 (??/??/92)  340.043  (m)         1115.62   (f) ADJ UNCH    2 0
 QP0832
 QP0832.Superseded values are not recommended for survey control.
 QP0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0832.See file dsdata.txt to determine how the superseded data were derived.
 QP0832
 QP0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL679507(NAD 83)
 QP0832
 QP0832_MARKER: DD = SURVEY DISK
 QP0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0832_STAMPING: 1118
 QP0832_MARK LOGO: USGS  
 QP0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0832+STABILITY: SURFACE MOTION
 QP0832
 QP0832  HISTORY     - Date     Condition        Report By
 QP0832  HISTORY     - UNK      MONUMENTED       USGS
 QP0832  HISTORY     - 1934     GOOD             CGS
 QP0832  HISTORY     - 20071119 MARK NOT FOUND   MNDT
 QP0832
 QP0832                          STATION DESCRIPTION
 QP0832
 QP0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0832'4.1 MI E FROM ALBERTA.
 QP0832'4.1 MILES EAST OF HIGH SCHOOL AT 25 FEET WEST OF POINT OF INTERSECTION
 QP0832'OF CROSS ROAD, THENCE 45 FEET NORTH OF CENTERLINE OF HIWAY AND 465
 QP0832'FEET SOUTH OF CENTERLINE OF THE TRACK.
 QP0832
 QP0832                          STATION RECOVERY (2007)
 QP0832
 QP0832'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QP0832'MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0218 ***********************************************************************
 SK0218  DESIGNATION -  1118 A
 SK0218  PID         -  SK0218
 SK0218  STATE/COUNTY-  MN/CASS
 SK0218  COUNTRY     -  US
 SK0218  USGS QUAD   -  WALKER (1996)
 SK0218
 SK0218                         *CURRENT SURVEY CONTROL
 SK0218  ______________________________________________________________________
 SK0218* NAD 83(2007) POSITION- 47 03 13.34177(N) 094 32 31.34660(W)   ADJUSTED  
 SK0218* NAD 83(2007) ELLIP HT-   396.822 (meters)        (02/10/07)   ADJUSTED
 SK0218* NAD 83(2007) EPOCH   -  2002.00
 SK0218* NAVD 88 ORTHO HEIGHT -   424.614  (meters)    1393.09  (feet) ADJUSTED  
 SK0218  ______________________________________________________________________
 SK0218  NAD 83(2007) X  -   -344,763.202 (meters)                     COMP
 SK0218  NAD 83(2007) Y  - -4,339,917.094 (meters)                     COMP
 SK0218  NAD 83(2007) Z  -  4,646,125.134 (meters)                     COMP
 SK0218  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC09
 SK0218  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0218  DYNAMIC HEIGHT  -        424.649 (meters)     1393.20  (feet) COMP
 SK0218  MODELED GRAVITY -    980,682.1   (mgal)                       NAVD 88
 SK0218
 SK0218  VERT ORDER      -  FIRST     CLASS II
 SK0218
 SK0218  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0218  Type                                         Horiz  Ellip  Dist(km)
 SK0218  -------------------------------------------------------------------
 SK0218  NETWORK                                       0.54   0.55
 SK0218  -------------------------------------------------------------------
 SK0218  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.43      1.02
 SK0218  -------------------------------------------------------------------
 SK0218  NOTE: Click here for information on individual local accuracy
 SK0218  values and other accuracy information.
 SK0218
 SK0218
 SK0218.The horizontal coordinates were established by GPS observations
 SK0218.and adjusted by the National Geodetic Survey in February 2007.
 SK0218
 SK0218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0218.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0218
 SK0218.The horizontal coordinates are valid at the epoch date displayed above
 SK0218.which is a decimal equivalence of Year/Month/Day.
 SK0218
 SK0218.The orthometric height was determined by differential leveling and
 SK0218.adjusted in June 1991.
 SK0218
 SK0218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0218
 SK0218.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0218
 SK0218.The ellipsoidal height was determined by GPS observations
 SK0218.and is referenced to NAD 83.
 SK0218
 SK0218.The dynamic height is computed by dividing the NAVD 88
 SK0218.geopotential number by the normal gravity value computed on the
 SK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0218.degrees latitude (g = 980.6199 gals.).
 SK0218
 SK0218.The modeled gravity was interpolated from observed gravity values.
 SK0218
 SK0218. The following values were computed from the NAD 83(2007) position.
 SK0218
 SK0218;                    North         East     Units Scale Factor Converg.
 SK0218;SPC MN C     -   328,311.708   777,810.850   MT  1.00000081   -0 12 40.5
 SK0218;SPC MN C     - 1,077,136.00  2,551,867.76   sFT  1.00000081   -0 12 40.5
 SK0218;UTM  15      - 5,212,286.061   382,883.986   MT  0.99976858   -1 07 44.0
 SK0218
 SK0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0218!SPC MN C     -   0.99993780  x   1.00000081  =   0.99993861
 SK0218!UTM  15      -   0.99993780  x   0.99976858  =   0.99970640
 SK0218
 SK0218|---------------------------------------------------------------------|
 SK0218| PID    Reference Object                     Distance      Geod. Az  |
 SK0218|                                                           dddmmss.s |
 SK0218| AC4869 LIGHTS                              165.531 METERS 13402     |
 SK0218|---------------------------------------------------------------------|
 SK0218
 SK0218                          SUPERSEDED SURVEY CONTROL
 SK0218
 SK0218  NAD 83(1996)-  47 03 13.34168(N)    094 32 31.34662(W) AD(       ) 1
 SK0218  ELLIP H (10/21/02)  396.834  (m)                       GP(       ) 3 2
 SK0218  NAVD 88 (10/21/02)  424.61   (m)         1393.1    (f) LEVELING    3  
 SK0218
 SK0218.Superseded values are not recommended for survey control.
 SK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0218.See file dsdata.txt to determine how the superseded data were derived.
 SK0218
 SK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8288312286(NAD 83)
 SK0218
 SK0218_MARKER: DB = BENCH MARK DISK
 SK0218_SETTING: 80 = SET IN A BOULDER
 SK0218_STAMPING: 1118 A 1972
 SK0218_MARK LOGO: MNHD  
 SK0218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0218+STABILITY: SURFACE MOTION
 SK0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0218+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 SK0218
 SK0218  HISTORY     - Date     Condition        Report By
 SK0218  HISTORY     - 1972     MONUMENTED       MNHD
 SK0218  HISTORY     - 1980     GOOD             NGS
 SK0218  HISTORY     - 1981     GOOD             MNDT
 SK0218  HISTORY     - 20000214 GOOD             MNDT
 SK0218  HISTORY     - 20000401 GOOD             MNDT
 SK0218
 SK0218                          STATION DESCRIPTION
 SK0218
 SK0218'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0218'3.9 MI SE FROM WALKER.
 SK0218'MARK IS LOCATED 4.6 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0218'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER AT THE JUNCTION OF T.H. 371
 SK0218'AND T.H. 200 EAST, 74.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 SK0218'Y KING MOTEL, 64.5 FEET SOUTH OF, AND 2 FEET LOWER THAN THE CENTERLINE
 SK0218'OF T.H. 371 AT MILE POINT 86.85, 26.5 FEET EAST OF A POWER POLE (WITH
 SK0218'GUY WIRE), IN A 4 BY 5 FOOT BOULDER ABOUT 1 FOOT ABOVE GROUND LEVEL.
 SK0218'NE 1/4 SECTION 12, T141, R31.
 SK0218
 SK0218                          STATION RECOVERY (1980)
 SK0218
 SK0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0218'RECOVERED IN GOOD CONDITION.
 SK0218
 SK0218                          STATION RECOVERY (1981)
 SK0218
 SK0218'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 SK0218'4.6 MILES EAST AND SOUTH ALONG TRUNK HIGHWAY 371 FROM ITS JUNCTION
 SK0218'WITH HIGHWAY 34 IN WALKER, AT THE JUNCTION OF TRUNK HIGHWAY 371 AND
 SK0218'TRUNK HIGHWAY 200 EAST, 74.6 FEET NORTHEAST OF THE NORTHEAST CORNER
 SK0218'OF THE Y KING MOTEL, 64.5 FEET SOUTH OF AND 2 FEET LOWER THAN THE
 SK0218'CENTERLINE OF TRUNK HIGHWAY 371 AT MILEPOINT 86.85, 26.5 FEET EAST OF
 SK0218'A POWER POLE WITH A GUY WIRE, A STANDARD MNDT BENCH MARK DISK
 SK0218'STAMPED---1118 A 1972---AND SET IN THE TOP OF A 4 BY 5 FOOT BOULDER
 SK0218'THAT IS ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 SK0218
 SK0218                          STATION RECOVERY (2000)
 SK0218
 SK0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SK0218'THE MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS 20.5 FT (6.2 M) WNW
 SK0218'OF WIT POST.
 SK0218
 SK0218                          STATION RECOVERY (2000)
 SK0218
 SK0218'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 SK0218'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0219 ***********************************************************************
 SK0219  DESIGNATION -  1118 B
 SK0219  PID         -  SK0219
 SK0219  STATE/COUNTY-  MN/CASS
 SK0219  COUNTRY     -  US
 SK0219  USGS QUAD   -  WALKER (1996)
 SK0219
 SK0219                         *CURRENT SURVEY CONTROL
 SK0219  ______________________________________________________________________
 SK0219* NAD 83(1986) POSITION- 47 02 31.     (N) 094 32 22.     (W)   SCALED    
 SK0219* NAVD 88 ORTHO HEIGHT -   428.695  (meters)    1406.48  (feet) ADJUSTED  
 SK0219  ______________________________________________________________________
 SK0219  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0219  DYNAMIC HEIGHT  -        428.729 (meters)     1406.59  (feet) COMP
 SK0219  MODELED GRAVITY -    980,679.9   (mgal)                       NAVD 88
 SK0219
 SK0219  VERT ORDER      -  FIRST     CLASS II
 SK0219
 SK0219.The horizontal coordinates were scaled from a topographic map and have
 SK0219.an estimated accuracy of +/- 6 seconds.
 SK0219.
 SK0219.The orthometric height was determined by differential leveling and
 SK0219.adjusted in June 1991.
 SK0219
 SK0219.The dynamic height is computed by dividing the NAVD 88
 SK0219.geopotential number by the normal gravity value computed on the
 SK0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0219.degrees latitude (g = 980.6199 gals.).
 SK0219
 SK0219.The modeled gravity was interpolated from observed gravity values.
 SK0219
 SK0219;                    North         East    Units  Estimated Accuracy
 SK0219;SPC MN C     -   327,000.      778,000.      MT  (+/- 180 meters Scaled)
 SK0219
 SK0219                          SUPERSEDED SURVEY CONTROL
 SK0219
 SK0219.No superseded survey control is available for this station.
 SK0219
 SK0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN830109(NAD 83)
 SK0219
 SK0219_MARKER: DD = SURVEY DISK
 SK0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0219_SP_SET: MONUMENT
 SK0219_STAMPING: 1118-B 1972
 SK0219_MARK LOGO: MNDT  
 SK0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0219
 SK0219  HISTORY     - Date     Condition        Report By
 SK0219  HISTORY     - 1972     MONUMENTED       MNDT
 SK0219  HISTORY     - 1980     GOOD             NGS
 SK0219
 SK0219                          STATION DESCRIPTION
 SK0219
 SK0219'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0219'4.5 MI SE FROM WALKER.
 SK0219'MARK IS LOCATED 5.5 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0219'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 0.7 MILES SOUTH OF THE
 SK0219'JUNCTION OF T.H. 371 AND T.H. 200 EAST, 0.1 MILES NORTH OF AN OUTDOOR
 SK0219'THEATER, 181 FEET SOUTH OF THE CENTER OF A DRIVEWAY EAST (TO NORTHERN
 SK0219'MASTER BUILDERS, INC.) 75.5 FEET EAST OF THE CENTERLINE OF T.H. 371 AT
 SK0219'MILE POINT 86.05, 37 FEET EAST-SOUTHEAST OF THE NORTH END OF A 24 INCH
 SK0219'METAL CULVERT UNDER AN ENTRANCE EAST, 8.5 FEET NORTH OF A TELEPHONE
 SK0219'POLE, 1.3 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 SK0219'CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  SE 1/4 SECTION 12,
 SK0219'T141, R31.  NOTE-- THIS MARK IS ALSO 7.5 MILES NORTH ALONG T.H. 371
 SK0219'FROM THE JUNCTION OF T.H. 371 AND COUNTY ROAD 5 IN HACKENSACK.
 SK0219
 SK0219                          STATION RECOVERY (1980)
 SK0219
 SK0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0220 ***********************************************************************
 SK0220  DESIGNATION -  1118 C
 SK0220  PID         -  SK0220
 SK0220  STATE/COUNTY-  MN/CASS
 SK0220  COUNTRY     -  US
 SK0220  USGS QUAD   -  WALKER (1996)
 SK0220
 SK0220                         *CURRENT SURVEY CONTROL
 SK0220  ______________________________________________________________________
 SK0220* NAD 83(2007) POSITION- 47 01 28.13427(N) 094 32 10.97800(W)   ADJUSTED  
 SK0220* NAD 83(2007) ELLIP HT-   411.160 (meters)        (02/10/07)   ADJUSTED
 SK0220* NAD 83(2007) EPOCH   -  2002.00
 SK0220* NAVD 88 ORTHO HEIGHT -   438.946  (meters)    1440.11  (feet) ADJUSTED  
 SK0220  ______________________________________________________________________
 SK0220  NAD 83(2007) X  -   -344,523.470 (meters)                     COMP
 SK0220  NAD 83(2007) Y  - -4,342,331.177 (meters)                     COMP
 SK0220  NAD 83(2007) Z  -  4,643,921.355 (meters)                     COMP
 SK0220  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC09
 SK0220  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 SK0220  DYNAMIC HEIGHT  -        438.980 (meters)     1440.22  (feet) COMP
 SK0220  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 SK0220
 SK0220  VERT ORDER      -  FIRST     CLASS II
 SK0220
 SK0220  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0220  Type                                         Horiz  Ellip  Dist(km)
 SK0220  -------------------------------------------------------------------
 SK0220  NETWORK                                       0.48   0.45
 SK0220  -------------------------------------------------------------------
 SK0220  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.30   0.24      3.09
 SK0220  -------------------------------------------------------------------
 SK0220  NOTE: Click here for information on individual local accuracy
 SK0220  values and other accuracy information.
 SK0220
 SK0220
 SK0220.The horizontal coordinates were established by GPS observations
 SK0220.and adjusted by the National Geodetic Survey in February 2007.
 SK0220
 SK0220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0220.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0220
 SK0220.The horizontal coordinates are valid at the epoch date displayed above
 SK0220.which is a decimal equivalence of Year/Month/Day.
 SK0220
 SK0220.The orthometric height was determined by differential leveling and
 SK0220.adjusted in June 1991.
 SK0220
 SK0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0220
 SK0220.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0220
 SK0220.The ellipsoidal height was determined by GPS observations
 SK0220.and is referenced to NAD 83.
 SK0220
 SK0220.The dynamic height is computed by dividing the NAVD 88
 SK0220.geopotential number by the normal gravity value computed on the
 SK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0220.degrees latitude (g = 980.6199 gals.).
 SK0220
 SK0220.The modeled gravity was interpolated from observed gravity values.
 SK0220
 SK0220. The following values were computed from the NAD 83(2007) position.
 SK0220
 SK0220;                    North         East     Units Scale Factor Converg.
 SK0220;SPC MN C     -   325,061.254   778,228.990   MT  0.99999452   -0 12 25.8
 SK0220;SPC MN C     - 1,066,471.80  2,553,239.61   sFT  0.99999452   -0 12 25.8
 SK0220;UTM  15      - 5,209,030.077   383,249.948   MT  0.99976753   -1 07 27.2
 SK0220
 SK0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0220!SPC MN C     -   0.99993556  x   0.99999452  =   0.99993008
 SK0220!UTM  15      -   0.99993556  x   0.99976753  =   0.99970310
 SK0220
 SK0220                          SUPERSEDED SURVEY CONTROL
 SK0220
 SK0220  NAD 83(1996)-  47 01 28.13425(N)    094 32 10.97789(W) AD(       ) 1
 SK0220  ELLIP H (08/15/03)  411.173  (m)                       GP(       ) 4 1
 SK0220  NAVD 88 (08/15/03)  438.95   (m)         1440.1    (f) LEVELING    3  
 SK0220
 SK0220.Superseded values are not recommended for survey control.
 SK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0220.See file dsdata.txt to determine how the superseded data were derived.
 SK0220
 SK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8324909030(NAD 83)
 SK0220
 SK0220_MARKER: DB = BENCH MARK DISK
 SK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0220_SP_SET: MONUMENT
 SK0220_STAMPING: 1118 C 1972
 SK0220_MARK LOGO: MNDT  
 SK0220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0220+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002
 SK0220
 SK0220  HISTORY     - Date     Condition        Report By
 SK0220  HISTORY     - 1972     MONUMENTED       MNDT
 SK0220  HISTORY     - 1980     GOOD             NGS
 SK0220  HISTORY     - 1981     GOOD             MNDT
 SK0220  HISTORY     - 20021120 GOOD             MNDT
 SK0220
 SK0220                          STATION DESCRIPTION
 SK0220
 SK0220'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0220'5.8 MI SE FROM WALKER.
 SK0220'MARK IS LOCATED 6.7 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0220'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 2 MILES SOUTH OF THE
 SK0220'JUNCTION OF T.H. 371 AND T.H. 200 (EAST), 2 MILES NORTH OF COUNTY ROAD
 SK0220'50, 85.5 FEET SOUTH OF AN UNDERGROUND TELEPHONE CABLE MARKER, 75.7
 SK0220'FEET NORTH, NORTHWEST OF A STOP SIGN.  70.5 FEET WEST OF, AND 2 FEET
 SK0220'LOWER THAN THE CENTERLINE OF T.H. 371 AT MILE POINT 84.8, 50 FEET
 SK0220'NORTH OF THE CENTER OF A TOWNSHIP ROAD (EAST), 1.2 FEET EAST OF A
 SK0220'STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 6
 SK0220'INCHES ABOVE GROUND.  SE 1/4 SECTION 13, T141, R31.
 SK0220
 SK0220                          STATION RECOVERY (1980)
 SK0220
 SK0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0220'10.8 KM (6.7 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 371 FROM THE
 SK0220'JUNCTION OF STATE HIGHWAY 34 IN WALKER, ALSO 0.1 KM (0.05 MI) EAST
 SK0220'ALONG LAKE AVENUE FROM THE POST OFFICE IN HACKENSACK, THENCE 11.3 KM
 SK0220'(7.0 MI) NORTH ALONG STATE HIGHWAY 371, AT THE JUNCTION OF TOWNSHIP
 SK0220'ROAD 47 WEST, 3.2 KM (2.0 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY
 SK0220'200, 25.9 METERS (85.0 FT) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION
 SK0220'BOX, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 SK0220'16.5 METERS (54.0 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 SK0220'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 SK0220'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 SK0220
 SK0220                          STATION RECOVERY (1981)
 SK0220
 SK0220'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 SK0220'6.1 MILES EAST AND SOUTH ALONG TRUNK HIGHWAY 371 FROM ITS JUNCTION
 SK0220'WITH TRUNK HIGHWAY 34 IN WALKER, 2 MILES SOUTH OF THE JUNCTION OF
 SK0220'TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 200 (EAST), 2 MILES NORTH OF
 SK0220'COUNTY ROAD 50, 85.5 FEET SOUTH OF AN NORTH GROUND TELEPHONE CABLE
 SK0220'MARKER POST, 75.7 FEET NORTH-NORTHWEST OF A STOP SIGN, 70.5 FEET WEST
 SK0220'OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 371 AT
 SK0220'MILEPOINT 84.8 50 FEET NORTH OF THE CENTER OF A TOWNSHIP ROAD EAST,
 SK0220'1.2 FEET EAST OF A STEEL WITNESS POST, A STANDARD MNDT BENCH MARK
 SK0220'SIDE STAMPED---1118 C 1972---AND SET IN THE TOP OF A 6 FOOT LONG
 SK0220'MAGNETIC PRECAST CONCRETE POST THAT PROJECTS 6 INCHES ABOVE THE
 SK0220'SURFACE OF THE GROUND.
 SK0220
 SK0220                          STATION RECOVERY (2002)
 SK0220
 SK0220'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0220'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0220'TH 371 MP 84.75,
 SK0220'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 SK0220'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0217 ***********************************************************************
 SK0217  DESIGNATION -  1119 A
 SK0217  PID         -  SK0217
 SK0217  STATE/COUNTY-  MN/CASS
 SK0217  COUNTRY     -  US
 SK0217  USGS QUAD   -  WALKER (1996)
 SK0217
 SK0217                         *CURRENT SURVEY CONTROL
 SK0217  ______________________________________________________________________
 SK0217* NAD 83(2007) POSITION- 47 03 32.82374(N) 094 33 05.08770(W)   ADJUSTED  
 SK0217* NAD 83(2007) ELLIP HT-   382.393 (meters)        (02/10/07)   ADJUSTED
 SK0217* NAD 83(2007) EPOCH   -  2002.00
 SK0217* NAVD 88 ORTHO HEIGHT -   410.163  (meters)    1345.68  (feet) ADJUSTED  
 SK0217  ______________________________________________________________________
 SK0217  NAD 83(2007) X  -   -345,437.398 (meters)                     COMP
 SK0217  NAD 83(2007) Y  - -4,339,411.798 (meters)                     COMP
 SK0217  NAD 83(2007) Z  -  4,646,524.471 (meters)                     COMP
 SK0217  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC09
 SK0217  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0217  DYNAMIC HEIGHT  -        410.199 (meters)     1345.79  (feet) COMP
 SK0217  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 SK0217
 SK0217  VERT ORDER      -  FIRST     CLASS II
 SK0217
 SK0217  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0217  Type                                         Horiz  Ellip  Dist(km)
 SK0217  -------------------------------------------------------------------
 SK0217  NETWORK                                       0.61   0.61
 SK0217  -------------------------------------------------------------------
 SK0217  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.51      1.10
 SK0217  -------------------------------------------------------------------
 SK0217  NOTE: Click here for information on individual local accuracy
 SK0217  values and other accuracy information.
 SK0217
 SK0217
 SK0217.The horizontal coordinates were established by GPS observations
 SK0217.and adjusted by the National Geodetic Survey in February 2007.
 SK0217
 SK0217.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0217.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0217
 SK0217.The horizontal coordinates are valid at the epoch date displayed above
 SK0217.which is a decimal equivalence of Year/Month/Day.
 SK0217
 SK0217.The orthometric height was determined by differential leveling and
 SK0217.adjusted in June 1991.
 SK0217
 SK0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0217
 SK0217.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0217
 SK0217.The ellipsoidal height was determined by GPS observations
 SK0217.and is referenced to NAD 83.
 SK0217
 SK0217.The dynamic height is computed by dividing the NAVD 88
 SK0217.geopotential number by the normal gravity value computed on the
 SK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0217.degrees latitude (g = 980.6199 gals.).
 SK0217
 SK0217.The modeled gravity was interpolated from observed gravity values.
 SK0217
 SK0217. The following values were computed from the NAD 83(2007) position.
 SK0217
 SK0217;                    North         East     Units Scale Factor Converg.
 SK0217;SPC MN C     -   328,915.997   777,101.022   MT  1.00000201   -0 13 04.9
 SK0217;SPC MN C     - 1,079,118.57  2,549,538.94   sFT  1.00000201   -0 13 04.9
 SK0217;UTM  15      - 5,212,901.498   382,184.089   MT  0.99977060   -1 08 09.1
 SK0217
 SK0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0217!SPC MN C     -   0.99994006  x   1.00000201  =   0.99994207
 SK0217!UTM  15      -   0.99994006  x   0.99977060  =   0.99971068
 SK0217
 SK0217                          SUPERSEDED SURVEY CONTROL
 SK0217
 SK0217  NAD 83(1996)-  47 03 32.82363(N)    094 33 05.08774(W) AD(       ) 1
 SK0217  ELLIP H (10/21/02)  382.405  (m)                       GP(       ) 3 2
 SK0217  NAVD 88 (10/21/02)  410.16   (m)         1345.7    (f) LEVELING    3  
 SK0217
 SK0217.Superseded values are not recommended for survey control.
 SK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0217.See file dsdata.txt to determine how the superseded data were derived.
 SK0217
 SK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8218412901(NAD 83)
 SK0217
 SK0217_MARKER: DD = SURVEY DISK
 SK0217_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0217_SP_SET: 6 FT PRECAST MONUMENT
 SK0217_STAMPING: 1119 A 1972
 SK0217_MARK LOGO: MNHD  
 SK0217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0217+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 SK0217
 SK0217  HISTORY     - Date     Condition        Report By
 SK0217  HISTORY     - 1972     MONUMENTED       MNHD
 SK0217  HISTORY     - 1972     GOOD             NGS
 SK0217  HISTORY     - 1980     GOOD             NGS
 SK0217  HISTORY     - 1981     GOOD             MNDT
 SK0217  HISTORY     - 20000214 GOOD             MNDT
 SK0217  HISTORY     - 20000401 GOOD             MNDT
 SK0217
 SK0217                          STATION DESCRIPTION
 SK0217
 SK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 SK0217'3.25 MI SE FROM WALKER.
 SK0217'MARK IS LOCATED 4 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0217'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 0.7 MILES NORTHWEST OF THE
 SK0217'JUNCTION OF T.H. 371 AND T.H. 200, 0.25 MILES SOUTHEAST OF A RAILROAD
 SK0217'TRESTLE, 115 FEET NORTH OF A STOP SIGN, 94 FEET NORTHEAST OF, AND 2
 SK0217'FEET HIGHER THAN THE CENTERLINE OF T.H. 371 AT MILE POINT 87.45, 55
 SK0217'FEET SOUTHWEST OF THE CENTER OF A TOWNSHIP ROAD, 15 FEET WEST OF A
 SK0217'UNDER-GROUND CABLE POST, 1 FOOT SOUTHWEST OF A STEEL WITNESS POST, IN
 SK0217'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SE 1/4
 SK0217'SECTION 1, T141, R31.
 SK0217
 SK0217                          STATION RECOVERY (1980)
 SK0217
 SK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0217'RECOVERED IN GOOD CONDITION.
 SK0217
 SK0217                          STATION RECOVERY (1981)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 SK0217'4 MILES EAST AND SOUTH ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF
 SK0217'TRUNK HIGHWAY 34 IN WALKER, 0.7 MILE NORTHWEST OF THE JUNCTION OF
 SK0217'TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 200, 0.25 MILE SOUTHEAST OF A
 SK0217'RAILROAD TRESTLE, 115 FEET NORTH OF A STOP SIGN, 94 FEET NORTHEAST OF
 SK0217'AND 2 FEET HIGHER THAN THE CENTER CENTERLINE OF TRUNK HIGHWAY 371 AT
 SK0217'MILEPOINT 84.45, 55 FEET SOUTHWEST OF THE CENTER OF A TOWNSHIP ROAD,
 SK0217'15 FEET WEST OF AN UNDERGROUND CABLE POST, 1 FOOT SOUTHWEST OF A
 SK0217'STEEL WITNESS POST, IN A 6 FOOT MAGNETIC PRECAST CONCRETE POST THAT
 SK0217'IS FLUSH WITH THE SURFACE OF THE GROUND.
 SK0217
 SK0217                          STATION RECOVERY (2000)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SK0217'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0217
 SK0217                          STATION RECOVERY (2000)
 SK0217
 SK0217'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 SK0217'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0213 ***********************************************************************
 SK0213  DESIGNATION -  1119 B
 SK0213  PID         -  SK0213
 SK0213  STATE/COUNTY-  MN/CASS
 SK0213  COUNTRY     -  US
 SK0213  USGS QUAD   -  WALKER (1996)
 SK0213
 SK0213                         *CURRENT SURVEY CONTROL
 SK0213  ______________________________________________________________________
 SK0213* NAD 83(1986) POSITION- 47 03 54.     (N) 094 33 44.     (W)   SCALED    
 SK0213* NAVD 88 ORTHO HEIGHT -   397.645  (meters)    1304.61  (feet) ADJUSTED  
 SK0213  ______________________________________________________________________
 SK0213  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 SK0213  DYNAMIC HEIGHT  -        397.681 (meters)     1304.73  (feet) COMP
 SK0213  MODELED GRAVITY -    980,693.0   (mgal)                       NAVD 88
 SK0213
 SK0213  VERT ORDER      -  SECOND    CLASS 0
 SK0213
 SK0213.The horizontal coordinates were scaled from a topographic map and have
 SK0213.an estimated accuracy of +/- 6 seconds.
 SK0213.
 SK0213.The orthometric height was determined by differential leveling and
 SK0213.adjusted in June 1991.
 SK0213
 SK0213.The dynamic height is computed by dividing the NAVD 88
 SK0213.geopotential number by the normal gravity value computed on the
 SK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0213.degrees latitude (g = 980.6199 gals.).
 SK0213
 SK0213.The modeled gravity was interpolated from observed gravity values.
 SK0213
 SK0213;                    North         East    Units  Estimated Accuracy
 SK0213;SPC MN C     -   329,570.      776,280.      MT  (+/- 180 meters Scaled)
 SK0213
 SK0213                          SUPERSEDED SURVEY CONTROL
 SK0213
 SK0213  NGVD 29 (??/??/92)  397.383  (m)         1303.75   (f) ADJ UNCH    2 0
 SK0213
 SK0213.Superseded values are not recommended for survey control.
 SK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0213.See file dsdata.txt to determine how the superseded data were derived.
 SK0213
 SK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN813135(NAD 83)
 SK0213
 SK0213_MARKER: DD = SURVEY DISK
 SK0213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0213_SP_SET: HOLDING TANK
 SK0213_STAMPING: 1119 B 1972
 SK0213_MARK LOGO: MNHD  
 SK0213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0213+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2000
 SK0213
 SK0213  HISTORY     - Date     Condition        Report By
 SK0213  HISTORY     - 1972     MONUMENTED       MNHD
 SK0213  HISTORY     - 20000214 GOOD             MNDT
 SK0213
 SK0213                          STATION DESCRIPTION
 SK0213
 SK0213'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0213'2.8 MI SE FROM WALKER.
 SK0213'MARK IS LOCATED 3.4 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0213'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 1.5 MILES NORTHWEST OF THE
 SK0213'JUNCTION OF T.H. 371 AND T.H. 200, 0.15 MILES SOUTH OF THE HIGHWAY
 SK0213'BRIDGE OVER THE SHINGOBEE RIVER, 0.05 MILES SOUTHWEST OF AND 5 FEET
 SK0213'LOWER THAN T.H. 371 AT MILE POINT 88.1, IN A ROADSIDE REST AREA, AT A
 SK0213'CONCRETE BLOCK (REST ROOM) BUILDING, 4.5 FEET SOUTH OF THE NORTHWEST
 SK0213'BUILDING CORNER, 0.6 FEET WEST OF THE WEST WALL, IN THE TOP OF A 3 BY
 SK0213'7X10 FOOT DEEP CONCRETE HOLDING TANK.  NE 1/4 SECTION 2, T141, R31.
 SK0213
 SK0213                          STATION RECOVERY (2000)
 SK0213
 SK0213'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SK0213'THE MARK WAS RECOVERED IN GOOD CONDITION.  NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0200 ***********************************************************************
 SK0200  DESIGNATION -  1119 BA
 SK0200  PID         -  SK0200
 SK0200  STATE/COUNTY-  MN/CASS
 SK0200  COUNTRY     -  US
 SK0200  USGS QUAD   -  WALKER (1996)
 SK0200
 SK0200                         *CURRENT SURVEY CONTROL
 SK0200  ______________________________________________________________________
 SK0200* NAD 83(1986) POSITION- 47 05 53.     (N) 094 34 48.     (W)   SCALED    
 SK0200* NAVD 88 ORTHO HEIGHT -   423.849  (meters)    1390.58  (feet) ADJUSTED  
 SK0200  ______________________________________________________________________
 SK0200  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 SK0200  DYNAMIC HEIGHT  -        423.895 (meters)     1390.73  (feet) COMP
 SK0200  MODELED GRAVITY -    980,708.7   (mgal)                       NAVD 88
 SK0200
 SK0200  VERT ORDER      -  SECOND    CLASS 0
 SK0200
 SK0200.The horizontal coordinates were scaled from a topographic map and have
 SK0200.an estimated accuracy of +/- 6 seconds.
 SK0200.
 SK0200.The orthometric height was determined by differential leveling and
 SK0200.adjusted in June 1991.
 SK0200
 SK0200.The dynamic height is computed by dividing the NAVD 88
 SK0200.geopotential number by the normal gravity value computed on the
 SK0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0200.degrees latitude (g = 980.6199 gals.).
 SK0200
 SK0200.The modeled gravity was interpolated from observed gravity values.
 SK0200
 SK0200;                    North         East    Units  Estimated Accuracy
 SK0200;SPC MN C     -   333,250.      774,950.      MT  (+/- 180 meters Scaled)
 SK0200
 SK0200                          SUPERSEDED SURVEY CONTROL
 SK0200
 SK0200  NGVD 29 (??/??/92)  423.610  (m)         1389.79   (f) ADJ UNCH    2 0
 SK0200
 SK0200.Superseded values are not recommended for survey control.
 SK0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0200.See file dsdata.txt to determine how the superseded data were derived.
 SK0200
 SK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN801172(NAD 83)
 SK0200
 SK0200_MARKER: DD = SURVEY DISK
 SK0200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0200_STAMPING: 1119-BA 1972
 SK0200_MARK LOGO: MNDT  
 SK0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0200
 SK0200  HISTORY     - Date     Condition        Report By
 SK0200  HISTORY     - 1972     MONUMENTED       MNDT
 SK0200  HISTORY     - 1980     GOOD             NGS
 SK0200
 SK0200                          STATION DESCRIPTION
 SK0200
 SK0200'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0200'IN WALKER.
 SK0200'MARK IS LOCATED 0.3 MILES EAST ALONG T.H. 371 FROM THE JUNCTION OF
 SK0200'T.H. 371 AND T.H. 34 IN WALKER, THENCE, 0.2 MILES SOUTH ALONG 4TH
 SK0200'STREET, TO THE WALKER HIGH SCHOOL, 54 FEET EAST OF THE CENTER OF THE
 SK0200'STREET, 5.5 FEET NORTH OF THE CENTER OF THE WEST BUILDING ENTRANCE,
 SK0200'0.5 FEET WEST OF THE FACE OF THE WEST WALL OF THE BUILDING.  SE 1/4
 SK0200'SECTION 23, T 142, R 31.
 SK0200
 SK0200                          STATION RECOVERY (1980)
 SK0200
 SK0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0212 ***********************************************************************
 SK0212  DESIGNATION -  1119 C
 SK0212  PID         -  SK0212
 SK0212  STATE/COUNTY-  MN/CASS
 SK0212  COUNTRY     -  US
 SK0212  USGS QUAD   -  WALKER (1996)
 SK0212
 SK0212                         *CURRENT SURVEY CONTROL
 SK0212  ______________________________________________________________________
 SK0212* NAD 83(1986) POSITION- 47 04 20.     (N) 094 33 55.     (W)   SCALED    
 SK0212* NAVD 88 ORTHO HEIGHT -   408.273  (meters)    1339.48  (feet) ADJUSTED  
 SK0212  ______________________________________________________________________
 SK0212  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 SK0212  DYNAMIC HEIGHT  -        408.312 (meters)     1339.60  (feet) COMP
 SK0212  MODELED GRAVITY -    980,696.0   (mgal)                       NAVD 88
 SK0212
 SK0212  VERT ORDER      -  FIRST     CLASS II
 SK0212
 SK0212.The horizontal coordinates were scaled from a topographic map and have
 SK0212.an estimated accuracy of +/- 6 seconds.
 SK0212.
 SK0212.The orthometric height was determined by differential leveling and
 SK0212.adjusted in June 1991.
 SK0212
 SK0212.The dynamic height is computed by dividing the NAVD 88
 SK0212.geopotential number by the normal gravity value computed on the
 SK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0212.degrees latitude (g = 980.6199 gals.).
 SK0212
 SK0212.The modeled gravity was interpolated from observed gravity values.
 SK0212
 SK0212;                    North         East    Units  Estimated Accuracy
 SK0212;SPC MN C     -   330,380.      776,050.      MT  (+/- 180 meters Scaled)
 SK0212
 SK0212                          SUPERSEDED SURVEY CONTROL
 SK0212
 SK0212.No superseded survey control is available for this station.
 SK0212
 SK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN811143(NAD 83)
 SK0212
 SK0212_MARKER: DD = SURVEY DISK
 SK0212_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0212_SP_SET: MONUMENT
 SK0212_STAMPING: 1119 C 1972
 SK0212_MARK LOGO: MNHD  
 SK0212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0212+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 SK0212
 SK0212  HISTORY     - Date     Condition        Report By
 SK0212  HISTORY     - 1972     MONUMENTED       MNHD
 SK0212  HISTORY     - 1980     GOOD             NGS
 SK0212  HISTORY     - 20000214 GOOD             MNDT
 SK0212  HISTORY     - 20070905 GOOD             MNDT
 SK0212
 SK0212                          STATION DESCRIPTION
 SK0212
 SK0212'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0212'2.2 MI SE FROM WALKER.
 SK0212'MARK IS LOCATED 2.85 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0212'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 1.9 MILES NORTHWEST OF THE
 SK0212'JUNCTION OF T.H. 371 AND T.H. 200, 0.05 MILES SOUTH OF T.H. 290, 96
 SK0212'FEET WEST OF THE CENTERLINE OF T.H. 371 AT MILE POINT 88.65, 1 FOOT
 SK0212'EAST OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0212'BURIED 6 INCHES BELOW GROUND.  SW 1/4 SECTION 35, T142, R31.
 SK0212
 SK0212                          STATION RECOVERY (1980)
 SK0212
 SK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0212'RECOVERED IN GOOD CONDITION.
 SK0212
 SK0212                          STATION RECOVERY (2000)
 SK0212
 SK0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SK0212'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  0.7 MI (1.1
 SK0212'KM) EAST AND SOUTH OF JCT OF TH 34 AND TH 371 AT WALKER, 60.7 FT (18.5
 SK0212'M) SW OF TH 371, MAGNETIC, NOT SUITABLE FOR GPS.
 SK0212
 SK0212                          STATION RECOVERY (2007)
 SK0212
 SK0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JRS)
 SK0212'UPON EXAMINATION (IN OFFICE), THE DATABASE DESCRIPTION WAS FOUND TO
 SK0212'CONTAIN TWO CONFLICTING DISTANCES FROM THE INTERSECTION OF THE SAME
 SK0212'TWO ROADS IN EACH DESCRIPTION. THE EARLIER DESCRIPTION CONTAINING A
 SK0212'DISTANCE OF 2.85 MILES WAS FOUND TO BE MORE CREDIBLE THAN THE MORE
 SK0212'RECENT DISTANCE OF 0.7 MILE. ON-SITE CLEARIFICATION MAY BE DEPENDANT
 SK0212'ON WHEN A FUTURE SURVEY PROJECT IS SENT TO THE AREA IN QUESTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0210 ***********************************************************************
 SK0210  DESIGNATION -  1119 D
 SK0210  PID         -  SK0210
 SK0210  STATE/COUNTY-  MN/CASS
 SK0210  COUNTRY     -  US
 SK0210  USGS QUAD   -  WALKER (1996)
 SK0210
 SK0210                         *CURRENT SURVEY CONTROL
 SK0210  ______________________________________________________________________
 SK0210* NAD 83(1986) POSITION- 47 05 05.     (N) 094 34 12.     (W)   SCALED    
 SK0210* NAVD 88 ORTHO HEIGHT -   406.619  (meters)    1334.05  (feet) ADJUSTED  
 SK0210  ______________________________________________________________________
 SK0210  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 SK0210  DYNAMIC HEIGHT  -        406.659 (meters)     1334.18  (feet) COMP
 SK0210  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 SK0210
 SK0210  VERT ORDER      -  FIRST     CLASS II
 SK0210
 SK0210.The horizontal coordinates were scaled from a topographic map and have
 SK0210.an estimated accuracy of +/- 6 seconds.
 SK0210.
 SK0210.The orthometric height was determined by differential leveling and
 SK0210.adjusted in June 1991.
 SK0210
 SK0210.The dynamic height is computed by dividing the NAVD 88
 SK0210.geopotential number by the normal gravity value computed on the
 SK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0210.degrees latitude (g = 980.6199 gals.).
 SK0210
 SK0210.The modeled gravity was interpolated from observed gravity values.
 SK0210
 SK0210;                    North         East    Units  Estimated Accuracy
 SK0210;SPC MN C     -   331,770.      775,700.      MT  (+/- 180 meters Scaled)
 SK0210
 SK0210                          SUPERSEDED SURVEY CONTROL
 SK0210
 SK0210.No superseded survey control is available for this station.
 SK0210
 SK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN808157(NAD 83)
 SK0210
 SK0210_MARKER: DD = SURVEY DISK
 SK0210_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0210_SP_SET: MONUMENT
 SK0210_STAMPING: 1119 D 1972
 SK0210_MARK LOGO: MNHD  
 SK0210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0210+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2000
 SK0210
 SK0210  HISTORY     - Date     Condition        Report By
 SK0210  HISTORY     - 1972     MONUMENTED       MNHD
 SK0210  HISTORY     - 1980     GOOD             NGS
 SK0210  HISTORY     - 20000214 GOOD             MNDT
 SK0210
 SK0210                          STATION DESCRIPTION
 SK0210
 SK0210'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0210'1 MI SE FROM WALKER.
 SK0210'MARK IS LOCATED 0.7 MILES EAST AND SOUTH ALONG T.H. 371 FROM THE
 SK0210'JUNCTION OF T.H. 371 AND T.H. 34 IN WALKER, 0.9 MILES NORTH OF T.H.
 SK0210'290, 60.7 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 371 AT MILE POINT
 SK0210'89.55, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 SK0210'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4 SECTION
 SK0210'26, T142, R31.
 SK0210
 SK0210                          STATION RECOVERY (1980)
 SK0210
 SK0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0210'RECOVERED IN GOOD CONDITION.
 SK0210
 SK0210                          STATION RECOVERY (2000)
 SK0210
 SK0210'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SK0210'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 2.0 MI (3.2 KM)
 SK0210'EAST AND SOUTH OF JCT OF TH 371 AND TH 34, MAGNETIC, NOT SUITABLE FOR
 SK0210'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0209 ***********************************************************************
 SK0209  DESIGNATION -  1119 E
 SK0209  PID         -  SK0209
 SK0209  STATE/COUNTY-  MN/CASS
 SK0209  COUNTRY     -  US
 SK0209  USGS QUAD   -  WALKER (1996)
 SK0209
 SK0209                         *CURRENT SURVEY CONTROL
 SK0209  ______________________________________________________________________
 SK0209* NAD 83(1986) POSITION- 47 05 59.3    (N) 094 34 21.8    (W)   HD_HELD2  
 SK0209* NAVD 88 ORTHO HEIGHT -   409.322  (meters)    1342.92  (feet) ADJUSTED  
 SK0209  ______________________________________________________________________
 SK0209  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0209  DYNAMIC HEIGHT  -        409.365 (meters)     1343.06  (feet) COMP
 SK0209  MODELED GRAVITY -    980,705.4   (mgal)                       NAVD 88
 SK0209
 SK0209  VERT ORDER      -  SECOND    CLASS I
 SK0209
 SK0209.The horizontal coordinates were established by autonomous hand held GPS
 SK0209.observations and have an estimated accuracy of +/- 10 meters.
 SK0209.
 SK0209.The orthometric height was determined by differential leveling and
 SK0209.adjusted in August 2002.
 SK0209
 SK0209.Photographs are available for this station.
 SK0209
 SK0209.The dynamic height is computed by dividing the NAVD 88
 SK0209.geopotential number by the normal gravity value computed on the
 SK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0209.degrees latitude (g = 980.6199 gals.).
 SK0209
 SK0209.The modeled gravity was interpolated from observed gravity values.
 SK0209
 SK0209;                    North         East    Units  Estimated Accuracy
 SK0209;SPC MN C     -   333,446.      775,501.      MT  (+/- 10 meters HH2 GPS)
 SK0209
 SK0209                          SUPERSEDED SURVEY CONTROL
 SK0209
 SK0209  NAVD 88 (06/15/91)  409.327  (m)         1342.93   (f) SUPERSEDED  1 2
 SK0209
 SK0209.Superseded values are not recommended for survey control.
 SK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0209.See file dsdata.txt to determine how the superseded data were derived.
 SK0209
 SK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8065617455(NAD 83)
 SK0209
 SK0209_MARKER: DD = SURVEY DISK
 SK0209_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0209_SP_SET: RADIO TOWER BASE
 SK0209_STAMPING: 1119 E 1972
 SK0209_MARK LOGO: MNHD  
 SK0209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0209+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 SK0209
 SK0209  HISTORY     - Date     Condition        Report By
 SK0209  HISTORY     - 1972     MONUMENTED       MNDT
 SK0209  HISTORY     - 1980     GOOD             NGS
 SK0209  HISTORY     - 19980825 GOOD             MNDT
 SK0209  HISTORY     - 20070501 MARK NOT FOUND   MNDT
 SK0209
 SK0209                          STATION DESCRIPTION
 SK0209
 SK0209'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0209'IN WALKER.
 SK0209'MARK IS LOCATED 0.75 MILES EAST ALONG T.H. 371 FROM THE JUNCTION OF
 SK0209'T.H. 371 AND T.H. 34 IN WALKER, THENCE, 0.05 MILES SOUTH (AT MILE
 SK0209'POINT 90.8) TO THE FORESTRY DISTRICT RANGERS HEADQUARTERS, 2 FEET WEST
 SK0209'OF THE WEST WALL OF THE OFFICE BUILDING, IN THE SOUTHWEST CORNER OF A
 SK0209'2 BY 2 FOOT SQUARE CONCRETE BASE FOR A RADIO TOWER ABOUT 2 FEET ABOVE
 SK0209'GROUND.  SECTION, T124, R 31.
 SK0209
 SK0209                          STATION RECOVERY (1980)
 SK0209
 SK0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0209'RECOVERED IN GOOD CONDITION.
 SK0209
 SK0209                          STATION RECOVERY (1998)
 SK0209
 SK0209'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 SK0209'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0209'TH 371 MP 90.85 AND 1.5 FT (0.5 M) ABOVE GROUND.
 SK0209
 SK0209                          STATION RECOVERY (2007)
 SK0209
 SK0209'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0209'0.75 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 371
 SK0209'AT WALKER, AT TRUNK HIGHWAY 371 MILE POINT 90.85, 0.05 MILES SOUTH OF
 SK0209'TRUNK HIGHWAY 371, AT US FORESTRY OFFICE, 2 FEET WEST OF WEST WALL OF
 SK0209'OFFICE BUILDING, IN SOUTHWEST CORNER OF CONCRETE BASE OF RADIO TOWER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0208 ***********************************************************************
 SK0208  DESIGNATION -  1119 F
 SK0208  PID         -  SK0208
 SK0208  STATE/COUNTY-  MN/CASS
 SK0208  COUNTRY     -  US
 SK0208  USGS QUAD   -  WALKER (1996)
 SK0208
 SK0208                         *CURRENT SURVEY CONTROL
 SK0208  ______________________________________________________________________
 SK0208* NAD 83(1986) POSITION- 47 06 07.     (N) 094 34 31.     (W)   SCALED    
 SK0208* NAVD 88 ORTHO HEIGHT -   399.304  (meters)    1310.05  (feet) ADJUSTED  
 SK0208  ______________________________________________________________________
 SK0208  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0208  DYNAMIC HEIGHT  -        399.347 (meters)     1310.19  (feet) COMP
 SK0208  MODELED GRAVITY -    980,706.6   (mgal)                       NAVD 88
 SK0208
 SK0208  VERT ORDER      -  SECOND    CLASS 0
 SK0208
 SK0208.The horizontal coordinates were scaled from a topographic map and have
 SK0208.an estimated accuracy of +/- 6 seconds.
 SK0208.
 SK0208.The orthometric height was determined by differential leveling and
 SK0208.adjusted in June 1991.
 SK0208
 SK0208.The dynamic height is computed by dividing the NAVD 88
 SK0208.geopotential number by the normal gravity value computed on the
 SK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0208.degrees latitude (g = 980.6199 gals.).
 SK0208
 SK0208.The modeled gravity was interpolated from observed gravity values.
 SK0208
 SK0208;                    North         East    Units  Estimated Accuracy
 SK0208;SPC MN C     -   333,680.      775,310.      MT  (+/- 180 meters Scaled)
 SK0208
 SK0208                          SUPERSEDED SURVEY CONTROL
 SK0208
 SK0208  NGVD 29 (??/??/92)  399.06   (m)         1309.2    (f) COMPUTED    2 0
 SK0208
 SK0208.Superseded values are not recommended for survey control.
 SK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0208.See file dsdata.txt to determine how the superseded data were derived.
 SK0208
 SK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN804176(NAD 83)
 SK0208
 SK0208_MARKER: DD = SURVEY DISK
 SK0208_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0208_SP_SET: WALKWAY
 SK0208_STAMPING: 1119 F 1972
 SK0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0208
 SK0208  HISTORY     - Date     Condition        Report By
 SK0208  HISTORY     - 1972     MONUMENTED       MNDT
 SK0208  HISTORY     - 1980     MARK NOT FOUND   NGS
 SK0208  HISTORY     - 19980901 MARK NOT FOUND   MNDT
 SK0208
 SK0208                          STATION DESCRIPTION
 SK0208
 SK0208'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0208'IN WALKER.
 SK0208'MARK IS LOCATED 0.55 MILES EAST ALONG T.H. 371 FROM THE JUNCTION OF
 SK0208'T.H. 371 AND T.H. 34 IN WALKER, 0.05 MILES NORTH OF T.H. 371 AT MILE
 SK0208'POINT 90.95, 50 FEET NORTH OF A DRIVEWAY (SOUTH EDGE OF A CITY PARK),
 SK0208'14.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 18 BY 24 FOOT
 SK0208'CONCRETE BLOCK BUILDING, IN THE EAST END OF A 3 FOOT WIDE CONCRETE
 SK0208'WALKWAY AROUND A CIRCULAR BRICK BUILDING ABOUT 3 FEET ABOVE THE
 SK0208'GROUND.  SECTION, T 124, R 31.
 SK0208
 SK0208                          STATION RECOVERY (1980)
 SK0208
 SK0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0208'MARK SEARCHED FOR AND NOT RECOVERED.
 SK0208
 SK0208                          STATION RECOVERY (1998)
 SK0208
 SK0208'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0208'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1561 ***********************************************************************
 QO1561  DESIGNATION -  112
 QO1561  PID         -  QO1561
 QO1561  STATE/COUNTY-  MN/CHISAGO
 QO1561  COUNTRY     -  US
 QO1561  USGS QUAD   -  RUSH CITY (1983)
 QO1561
 QO1561                         *CURRENT SURVEY CONTROL
 QO1561  ______________________________________________________________________
 QO1561* NAD 83(1996) POSITION- 45 38 38.46511(N) 092 59 10.26257(W)   ADJUSTED  
 QO1561* NAVD 88 ORTHO HEIGHT -   284.6    (meters)     934.    (feet) VERTCON   
 QO1561  ______________________________________________________________________
 QO1561  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO1561  LAPLACE CORR    -          9.47  (seconds)                    DEFLEC09
 QO1561  HORZ ORDER      -  SECOND
 QO1561
 QO1561.The horizontal coordinates were established by classical geodetic methods
 QO1561.and adjusted by the National Geodetic Survey in March 1999.
 QO1561.
 QO1561.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO1561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO1561
 QO1561.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1561
 QO1561. The following values were computed from the NAD 83(1996) position.
 QO1561
 QO1561;                    North         East     Units Scale Factor Converg.
 QO1561;SPC MN C     -   172,366.824   898,520.516   MT  0.99999419   +0 54 51.2
 QO1561;SPC MN C     -   565,506.82  2,947,896.06   sFT  0.99999419   +0 54 51.2
 QO1561;SPC WI C     -   205,492.431   367,246.736   MT  1.00003062   -2 06 25.1
 QO1561;SPC WI C     -   674,186.42  1,204,875.33   sFT  1.00003062   -2 06 25.1
 QO1561;UTM  15      - 5,054,496.790   501,076.641   MT  0.99960001   +0 00 35.6
 QO1561
 QO1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1561!SPC MN C     -   0.99995978  x   0.99999419  =   0.99995397
 QO1561!SPC WI C     -   0.99995978  x   1.00003062  =   0.99999040
 QO1561!UTM  15      -   0.99995978  x   0.99960001  =   0.99955980
 QO1561
 QO1561:                Primary Azimuth Mark                     Grid Az
 QO1561:SPC MN C     -  RUSH CITY MUNICIPAL TANK                 018 10 16.9
 QO1561:SPC WI C     -  RUSH CITY MUNICIPAL TANK                 021 11 33.2
 QO1561:UTM  15      -  RUSH CITY MUNICIPAL TANK                 019 04 32.5
 QO1561
 QO1561|---------------------------------------------------------------------|
 QO1561| PID    Reference Object                     Distance      Geod. Az  |
 QO1561|                                                           dddmmss.s |
 QO1561| QO1568 RUSH CITY MUNICIPAL TANK            APPROX. 5.0 KM 0190508.1 |
 QO1561|---------------------------------------------------------------------|
 QO1561
 QO1561                          SUPERSEDED SURVEY CONTROL
 QO1561
 QO1561  NAD 83(1991)-  45 38 38.46398(N)    092 59 10.25501(W) AD(       ) 2
 QO1561  NAD 83(1986)-  45 38 38.46270(N)    092 59 10.25684(W) AD(       ) 2
 QO1561  NAD 27      -  45 38 38.61180(N)    092 59 09.48480(W) AD(       ) 2
 QO1561  NGVD 29 (07/19/86)  284.5    (m)          933.     (f) VERT ANG       
 QO1561
 QO1561.Superseded values are not recommended for survey control.
 QO1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1561.See file dsdata.txt to determine how the superseded data were derived.
 QO1561
 QO1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0107654496(NAD 83)
 QO1561
 QO1561_MARKER: I = METAL ROD
 QO1561_SETTING: 0 = UNSPECIFIED SETTING
 QO1561_STAMPING: UNSTAMPED
 QO1561_MARK LOGO: MNHD  
 QO1561_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1561
 QO1561  HISTORY     - Date     Condition        Report By
 QO1561  HISTORY     - 1959     MONUMENTED       MNHD
 QO1561  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO1561
 QO1561                          STATION DESCRIPTION
 QO1561
 QO1561'DESCRIBED BY MN HIGHWAY DEPT 1959 (NJF)
 QO1561'STATION IS SITUATED APPROX. 3 MILES SOUTH OF RUSH CITY.  TO
 QO1561'REACH FROM RUSH CITY GO SOUTH ON HIGHWAY 61 FOR 2.75 MILES
 QO1561'TO ANOKA COUNTY ROAD 58 ON THE RIGHT.  TURN RIGHT (WEST)
 QO1561'ONTO COUNTY ROAD 58 FOR 1.1 MILES TO STATION ON LEFT.  1 FOOT
 QO1561'SOUTH OF SOUTH SHOULDER, AND 100 FEET EAST OF JUNCTION
 QO1561'OF CHISAGO COUNTY ROAD 59.
 QO1561'
 QO1561'STATION IS A 3/4 IN X 3 FT IRON ROD FLUSH WITH THE GROUND,
 QO1561'AND REFERENCED BY A NAIL AND BRASS CAP IN A P. POLE 74.81
 QO1561'FEET NORTHEAST OF STATION, AND A NAIL AND BRASS CAP IN A
 QO1561'CORNER FENCE POST 48.04 FEET EAST OF STATION AND A NAIL
 QO1561'AND BRASS CAP IN A T. POLE 56.34 FEET WEST OF STATION.
 QO1561'
 QO1561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QO1561
 QO1561                          STATION RECOVERY (2007)
 QO1561
 QO1561'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1561'THE MARK IS LOCATED 3 MILES SOUTH OF RUSH CITY, GO 3 MILES SOUTH ALONG
 QO1561'COUNTY ROAD 30 (OLD TRUNK HIGHWAY 61), THENCE 1.1 MILES WEST ON COUNTY
 QO1561'ROAD 59 FROM THE JUNCTION OF COUNTY ROAD 30 AND COUNTY ROAD 59, IN THE
 QO1561'SOUTHEAST QUADRANT OF THE JUNCTION OF COUNTY ROAD 59 AND COUNTY ROAD
 QO1561'58, THE MARK IS 100 FEET EAST OF COUNTY ROAD 59, 1 FOOT SOUTH OF THE
 QO1561'SOUTH SHOULDER OF COUNTY ROAD 58, 74.8 FEET SOUTH WEST OF POWER POLE,
 QO1561'56.3 FEET EAST OF TELEPHONE POLE, 48.0 FEET WEST OF A CORNER FENCE
 QO1561'POST, THE MARK IS A IRON ROD 3 FEET BY 3/4 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5402 ***********************************************************************
 DG5402  DESIGNATION -  112 DRL
 DG5402  PID         -  DG5402
 DG5402  STATE/COUNTY-  MN/TODD
 DG5402  COUNTRY     -  US
 DG5402  USGS QUAD   -  BROWERVILLE NE (1966)
 DG5402
 DG5402                         *CURRENT SURVEY CONTROL
 DG5402  ______________________________________________________________________
 DG5402* NAD 83(2007) POSITION- 46 08 11.62582(N) 094 45 27.25944(W)   ADJUSTED  
 DG5402* NAD 83(2007) ELLIP HT-   364.262 (meters)        (02/10/07)   ADJUSTED
 DG5402* NAD 83(2007) EPOCH   -  2002.00
 DG5402* NAVD 88 ORTHO HEIGHT -   391.1    (meters)    1283.    (feet) GPS OBS   
 DG5402  ______________________________________________________________________
 DG5402  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5402  GEOID HEIGHT    -        -26.78  (meters)                     GEOID99
 DG5402  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DG5402  NAD 83(2007) X  -   -367,228.138 (meters)                     COMP
 DG5402  NAD 83(2007) Y  - -4,412,385.666 (meters)                     COMP
 DG5402  NAD 83(2007) Z  -  4,576,041.583 (meters)                     COMP
 DG5402  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC09
 DG5402
 DG5402  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5402  Type                                         Horiz  Ellip  Dist(km)
 DG5402  -------------------------------------------------------------------
 DG5402  NETWORK                                       1.45   1.41
 DG5402  -------------------------------------------------------------------
 DG5402  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.53   1.41      6.05
 DG5402  -------------------------------------------------------------------
 DG5402  NOTE: Click here for information on individual local accuracy
 DG5402  values and other accuracy information.
 DG5402
 DG5402
 DG5402.The horizontal coordinates were established by GPS observations
 DG5402.and adjusted by the National Geodetic Survey in February 2007.
 DG5402
 DG5402.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5402.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5402
 DG5402.The horizontal coordinates are valid at the epoch date displayed above
 DG5402.which is a decimal equivalence of Year/Month/Day.
 DG5402
 DG5402.The orthometric height was determined by GPS observations and a
 DG5402.high-resolution geoid model.
 DG5402
 DG5402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5402
 DG5402.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5402
 DG5402.The ellipsoidal height was determined by GPS observations
 DG5402.and is referenced to NAD 83.
 DG5402
 DG5402. The following values were computed from the NAD 83(2007) position.
 DG5402
 DG5402;                    North         East     Units Scale Factor Converg.
 DG5402;SPC MN C     -   226,449.925   760,781.727   MT  0.99992799   -0 22 01.8
 DG5402;SPC MN C     -   742,944.46  2,495,998.05   sFT  0.99992799   -0 22 01.8
 DG5402;UTM  15      - 5,110,722.214   364,243.141   MT  0.99982656   -1 16 02.6
 DG5402
 DG5402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5402!SPC MN C     -   0.99994290  x   0.99992799  =   0.99987089
 DG5402!UTM  15      -   0.99994290  x   0.99982656  =   0.99976947
 DG5402
 DG5402                          SUPERSEDED SURVEY CONTROL
 DG5402
 DG5402  NAD 83(1996)-  46 08 11.62567(N)    094 45 27.25915(W) AD(       ) 1
 DG5402  ELLIP H (05/07/04)  364.293  (m)                       GP(       ) 4 1
 DG5402
 DG5402.Superseded values are not recommended for survey control.
 DG5402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5402.See file dsdata.txt to determine how the superseded data were derived.
 DG5402
 DG5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6424310722(NAD 83)
 DG5402
 DG5402_MARKER: DD = SURVEY DISK
 DG5402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5402_STAMPING: 112 DRL 1965
 DG5402_MARK LOGO: USGS  
 DG5402_PROJECTION: FLUSH
 DG5402_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5402+STABILITY: SURFACE MOTION
 DG5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5402+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5402
 DG5402  HISTORY     - Date     Condition        Report By
 DG5402  HISTORY     - 1965     MONUMENTED       USGS
 DG5402  HISTORY     - 2003     GOOD             MNDT
 DG5402
 DG5402                          STATION DESCRIPTION
 DG5402
 DG5402'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5402'7.0 MI NE OF BROWERVILLE, 1.0 MI EAST ALONG CO RD 14 FROM CO RD 14 AND
 DG5402'TH 71 IN BROWERVILLE,  THEN 2.6 MI NORTH ON CO RD 16, THEN 6.9 MI
 DG5402'NORTH ON CO RD 18, THEN 2.2 MI SOUTH ON LEISURE  RD, 43.0 FT WEST OF
 DG5402'LEISURE ROAD, 35.0 FT NORTH OF LAIR ROAD, 2 FT EAST OF P-POLE, 1.5 FT
 DG5402'EAST  OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0337 ***********************************************************************
 SH0337  DESIGNATION -  112.08
 SH0337  PID         -  SH0337
 SH0337  STATE/COUNTY-  MN/LAKE
 SH0337  COUNTRY     -  US
 SH0337  USGS QUAD   -  TWO HARBORS (1992)
 SH0337
 SH0337                         *CURRENT SURVEY CONTROL
 SH0337  ______________________________________________________________________
 SH0337* NAD 83(1986) POSITION- 47 01 08.     (N) 091 40 33.     (W)   SCALED    
 SH0337* NAVD 88 ORTHO HEIGHT -   186.858  (meters)     613.05  (feet) ADJUSTED  
 SH0337  ______________________________________________________________________
 SH0337  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 SH0337  DYNAMIC HEIGHT  -        186.889 (meters)      613.15  (feet) COMP
 SH0337  MODELED GRAVITY -    980,777.4   (mgal)                       NAVD 88
 SH0337
 SH0337  VERT ORDER      -  FIRST     CLASS II
 SH0337
 SH0337.The horizontal coordinates were scaled from a topographic map and have
 SH0337.an estimated accuracy of +/- 6 seconds.
 SH0337.
 SH0337.The orthometric height was determined by differential leveling and
 SH0337.adjusted in June 1991.
 SH0337
 SH0337.The dynamic height is computed by dividing the NAVD 88
 SH0337.geopotential number by the normal gravity value computed on the
 SH0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0337.degrees latitude (g = 980.6199 gals.).
 SH0337
 SH0337.The modeled gravity was interpolated from observed gravity values.
 SH0337
 SH0337;                    North         East    Units  Estimated Accuracy
 SH0337;SPC MN N     -   158,690.      908,270.      MT  (+/- 180 meters Scaled)
 SH0337
 SH0337                          SUPERSEDED SURVEY CONTROL
 SH0337
 SH0337  NGVD 29 (??/??/92)  186.844  (m)          613.00   (f) ADJ UNCH    1 2
 SH0337
 SH0337.Superseded values are not recommended for survey control.
 SH0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0337.See file dsdata.txt to determine how the superseded data were derived.
 SH0337
 SH0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN006081(NAD 83)
 SH0337
 SH0337_MARKER: Z = SEE DESCRIPTION
 SH0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SH0337_SP_SET: WINDOW SILL
 SH0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SH0337
 SH0337  HISTORY     - Date     Condition        Report By
 SH0337  HISTORY     - UNK      MONUMENTED       DOD
 SH0337  HISTORY     - 1933     GOOD             CGS
 SH0337
 SH0337                          STATION DESCRIPTION
 SH0337
 SH0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SH0337'IN TWO HARBORS.
 SH0337'D. AND I.R.R. B.M. ON WINDOW SILL OF THE N.E. WINDOW OF LOWER
 SH0337'STORY OF DOCK GARAGE BUILDING BETWEEN DOCKS NO. 1 AND 2.  IT IS ON THE
 SH0337'PART OF SILL THAT EXTENDS BEYOND THE NORTH OF WINDOW OPENING
 SH0337'AND IS MARKED BY TWO PARALLEL LINES ABOUT 1-3/4 INCHES APART.
 SH0337'LINES CUT IN STONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0029 ***********************************************************************
 TD0029  DESIGNATION -  1120
 TD0029  PID         -  TD0029
 TD0029  STATE/COUNTY-  MN/ROSEAU
 TD0029  COUNTRY     -  US
 TD0029  USGS QUAD   -  STRATHCONA (1962)
 TD0029
 TD0029                         *CURRENT SURVEY CONTROL
 TD0029  ______________________________________________________________________
 TD0029* NAD 83(1986) POSITION- 48 33 52.     (N) 096 10 12.     (W)   SCALED    
 TD0029* NAVD 88 ORTHO HEIGHT -   341.141  (meters)    1119.23  (feet) ADJUSTED  
 TD0029  ______________________________________________________________________
 TD0029  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 TD0029  DYNAMIC HEIGHT  -        341.226 (meters)     1119.51  (feet) COMP
 TD0029  MODELED GRAVITY -    980,850.1   (mgal)                       NAVD 88
 TD0029
 TD0029  VERT ORDER      -  FIRST     CLASS II
 TD0029
 TD0029.The horizontal coordinates were scaled from a topographic map and have
 TD0029.an estimated accuracy of +/- 6 seconds.
 TD0029.
 TD0029.The orthometric height was determined by differential leveling and
 TD0029.adjusted in June 1991.
 TD0029
 TD0029.The dynamic height is computed by dividing the NAVD 88
 TD0029.geopotential number by the normal gravity value computed on the
 TD0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0029.degrees latitude (g = 980.6199 gals.).
 TD0029
 TD0029.The modeled gravity was interpolated from observed gravity values.
 TD0029
 TD0029;                    North         East    Units  Estimated Accuracy
 TD0029;SPC MN N     -   334,020.      573,470.      MT  (+/- 180 meters Scaled)
 TD0029
 TD0029                          SUPERSEDED SURVEY CONTROL
 TD0029
 TD0029  NGVD 29 (??/??/92)  340.740  (m)         1117.91   (f) ADJ UNCH    1 2
 TD0029
 TD0029.Superseded values are not recommended for survey control.
 TD0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0029.See file dsdata.txt to determine how the superseded data were derived.
 TD0029
 TD0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU087829(NAD 83)
 TD0029
 TD0029_MARKER: P = PIPE CAP
 TD0029_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0029_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0029_STAMPING: 1120
 TD0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0029
 TD0029  HISTORY     - Date     Condition        Report By
 TD0029  HISTORY     - UNK      MONUMENTED       USGS
 TD0029  HISTORY     - 1940     GOOD             CGS
 TD0029
 TD0029                          STATION DESCRIPTION
 TD0029
 TD0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0029'0.7 MI N FROM STRATHCONA.
 TD0029'0.7 MILE NORTH ALONG THE GREAT NORTHERN RAILWAY FROM STRATHCONA,
 TD0029'ROSEAU COUNTY, 38.2 FEET NORTHWEST OF THE FIRST POLE SOUTH OF MILEPOST
 TD0029'51, 48 FEET WEST OF THE TRACK, AND 0.6 FOOT SOUTH OF A WHITE WOODEN
 TD0029'WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 TD0029'1120 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0196 ***********************************************************************
 SK0196  DESIGNATION -  1120 A
 SK0196  PID         -  SK0196
 SK0196  STATE/COUNTY-  MN/CASS
 SK0196  COUNTRY     -  US
 SK0196  USGS QUAD   -  WALKER (1996)
 SK0196
 SK0196                         *CURRENT SURVEY CONTROL
 SK0196  ______________________________________________________________________
 SK0196* NAD 83(2007) POSITION- 47 06 15.13166(N) 094 36 14.01509(W)   ADJUSTED  
 SK0196* NAD 83(2007) ELLIP HT-   387.805 (meters)        (02/10/07)   ADJUSTED
 SK0196* NAD 83(2007) EPOCH   -  2002.00
 SK0196* NAVD 88 ORTHO HEIGHT -   415.535  (meters)    1363.30  (feet) ADJUSTED  
 SK0196  ______________________________________________________________________
 SK0196  NAD 83(2007) X  -   -349,117.569 (meters)                     COMP
 SK0196  NAD 83(2007) Y  - -4,335,438.262 (meters)                     COMP
 SK0196  NAD 83(2007) Z  -  4,649,941.771 (meters)                     COMP
 SK0196  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 SK0196  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 SK0196  DYNAMIC HEIGHT  -        415.579 (meters)     1363.45  (feet) COMP
 SK0196  MODELED GRAVITY -    980,706.0   (mgal)                       NAVD 88
 SK0196
 SK0196  VERT ORDER      -  SECOND    CLASS I
 SK0196
 SK0196  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0196  Type                                         Horiz  Ellip  Dist(km)
 SK0196  -------------------------------------------------------------------
 SK0196  NETWORK                                       0.55   0.55
 SK0196  -------------------------------------------------------------------
 SK0196  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.36   0.39      2.53
 SK0196  -------------------------------------------------------------------
 SK0196  NOTE: Click here for information on individual local accuracy
 SK0196  values and other accuracy information.
 SK0196
 SK0196
 SK0196.The horizontal coordinates were established by GPS observations
 SK0196.and adjusted by the National Geodetic Survey in February 2007.
 SK0196
 SK0196.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0196.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0196
 SK0196.The horizontal coordinates are valid at the epoch date displayed above
 SK0196.which is a decimal equivalence of Year/Month/Day.
 SK0196
 SK0196.The orthometric height was determined by differential leveling and
 SK0196.adjusted in June 2011.
 SK0196
 SK0196.WARNING-Repeat measurements at this control monument indicate possible
 SK0196.vertical movement.
 SK0196
 SK0196.Photographs are available for this station.
 SK0196
 SK0196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0196
 SK0196.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0196
 SK0196.The ellipsoidal height was determined by GPS observations
 SK0196.and is referenced to NAD 83.
 SK0196
 SK0196.The dynamic height is computed by dividing the NAVD 88
 SK0196.geopotential number by the normal gravity value computed on the
 SK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0196.degrees latitude (g = 980.6199 gals.).
 SK0196
 SK0196.The modeled gravity was interpolated from observed gravity values.
 SK0196
 SK0196. The following values were computed from the NAD 83(2007) position.
 SK0196
 SK0196;                    North         East     Units Scale Factor Converg.
 SK0196;SPC MN C     -   333,944.744   773,136.442   MT  1.00001230   -0 15 21.6
 SK0196;SPC MN C     - 1,095,617.05  2,536,531.81   sFT  1.00001230   -0 15 21.6
 SK0196;UTM  15      - 5,217,991.975   378,301.524   MT  0.99978202   -1 10 30.5
 SK0196
 SK0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0196!SPC MN C     -   0.99993922  x   1.00001230  =   0.99995152
 SK0196!UTM  15      -   0.99993922  x   0.99978202  =   0.99972125
 SK0196
 SK0196:                Primary Azimuth Mark                     Grid Az
 SK0196:SPC MN C     -  1120 A 1 RESET                           111 38 06.8
 SK0196:UTM  15      -  1120 A 1 RESET                           112 33 15.7
 SK0196
 SK0196|---------------------------------------------------------------------|
 SK0196| PID    Reference Object                     Distance      Geod. Az  |
 SK0196|                                                           dddmmss.s |
 SK0196| DE6175 1120 A 1 RESET                      APPROX. 0.9 KM 1112245.2 |
 SK0196|---------------------------------------------------------------------|
 SK0196
 SK0196                          SUPERSEDED SURVEY CONTROL
 SK0196
 SK0196  NAD 83(1996)-  47 06 15.13114(N)    094 36 14.01534(W) AD(       ) 1
 SK0196  ELLIP H (10/21/02)  387.818  (m)                       GP(       ) 3 2
 SK0196  NAVD 88 (10/21/02)  415.53   (m)         1363.3    (f) LEVELING    3  
 SK0196  NAVD 88 (06/15/91)  415.526  (m)         1363.27   (f) SUPERSEDED  1 2
 SK0196  NGVD 29 (??/??/92)  415.266  (m)         1362.42   (f) ADJ UNCH    1 2
 SK0196
 SK0196.Superseded values are not recommended for survey control.
 SK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0196.See file dsdata.txt to determine how the superseded data were derived.
 SK0196
 SK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7830117991(NAD 83)
 SK0196
 SK0196_MARKER: DB = BENCH MARK DISK
 SK0196_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0196_SP_SET: 6 FT PRECAST MONUMENT
 SK0196_STAMPING: 1120 A 1972
 SK0196_MARK LOGO: MNHD  
 SK0196_PROJECTION: FLUSH
 SK0196_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0196+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 SK0196
 SK0196  HISTORY     - Date     Condition        Report By
 SK0196  HISTORY     - 1972     MONUMENTED       MNHD
 SK0196  HISTORY     - 1980     GOOD             NGS
 SK0196  HISTORY     - 19980901 GOOD             MNDT
 SK0196  HISTORY     - 20000401 GOOD             MNDT
 SK0196  HISTORY     - 20070502 GOOD             MNDT
 SK0196
 SK0196                          STATION DESCRIPTION
 SK0196
 SK0196'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0196'0.9 MI N FROM WALKER.
 SK0196'MARK IS LOCATED 0.9 MILES NORTHWEST ALONG T.H. 371 FROM THE JUNCTION
 SK0196'OF T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 97 FEET SOUTHWEST OF AND 1
 SK0196'FOOT LOWER THAN THE CENTERLINE OF T.H. 371 AT MILE POINT 92.4, 80 FEET
 SK0196'NORTHEAST OF THE NORTHEAST CORNER OF A 1 STORY BRICK BUILDING (MHD)
 SK0196'MAINTENANCE SHOP) 59 FEET SOUTH OF THE CENTER OF A TOWNSHIP ROAD
 SK0196'(WEST), 2 FEET EAST OF A CHAIN LINK FENCE, 0.5 FEET NORTHEAST OF A
 SK0196'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 SK0196'WITH THE GROUND.  NE 1/4 SECTION 21, T 142, R 31.
 SK0196
 SK0196                          STATION RECOVERY (1980)
 SK0196
 SK0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0196'RECOVERED IN GOOD CONDITION.
 SK0196
 SK0196                          STATION RECOVERY (1998)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0196'THE MARK WAS RECOVERED 29.5 FT (9.0 M) SSW OF P-POLE, 30.6 FT (9.3 M)
 SK0196'SOUTH OF FENCE CORNER AND AS PREVIOUSLY DESCRIBED.
 SK0196
 SK0196                          STATION RECOVERY (2000)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 SK0196'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0196
 SK0196                          STATION RECOVERY (2007)
 SK0196
 SK0196'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0196'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHEAST OF AKELEY, 5.5
 SK0196'MI (8.8 KM) SOUTHEAST OF BENEDICT AND 0.8 MI (1.3 KM) WEST-NORTHWEST
 SK0196'OF WALKER.
 SK0196' 
 SK0196'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 SK0196'HIGHWAY 371 IN WALKER GO 0.9 MI (1.4 KM) NORTHWEST ALONG TRUNK HIGHWAY
 SK0196'371 TO MILE POINT 92.4 AND THE MARK ON THE LEFT, SOUTHWEST OF THE
 SK0196'JUNCTION OF SAUTBINE ROAD NORTHWEST AND TRUNK HIGHWAY 371.
 SK0196' 
 SK0196'THE MARK IS FOUND 80 FT (24.4 M) NORTHEAST OF THE NORTHWEST CORNER OF
 SK0196'THE HIGHWAY MAINTENANCE SHOP, 59 FT (18.0 M) SOUTH OF SAUTBINE ROAD
 SK0196'NORTHWEST, 29.5 FT (9.0 M) SOUTH-SOUTHWEST OF POWER POLE, 30.6 FT (9.3
 SK0196'M) SOUTH OF A FENCE CORNER, 2 FT (0.6 M) NORTHEAST OF CHAIN LINK FENCE
 SK0196'AND 0.5 FT (0.2 M) NORTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6175 ***********************************************************************
 DE6175  DESIGNATION -  1120 A 1 RESET
 DE6175  PID         -  DE6175
 DE6175  STATE/COUNTY-  MN/CASS
 DE6175  COUNTRY     -  US
 DE6175  USGS QUAD   -  WALKER (1996)
 DE6175
 DE6175                         *CURRENT SURVEY CONTROL
 DE6175  ______________________________________________________________________
 DE6175* NAD 83(2007) POSITION- 47 06 04.41802(N) 094 35 33.94334(W)   ADJUSTED  
 DE6175* NAD 83(2007) ELLIP HT-   383.917 (meters)        (02/10/07)   ADJUSTED
 DE6175* NAD 83(2007) EPOCH   -  2002.00
 DE6175* NAVD 88 ORTHO HEIGHT -   411.644  (meters)    1350.54  (feet) ADJUSTED  
 DE6175  ______________________________________________________________________
 DE6175  NAD 83(2007) X  -   -348,294.499 (meters)                     COMP
 DE6175  NAD 83(2007) Y  - -4,335,744.977 (meters)                     COMP
 DE6175  NAD 83(2007) Z  -  4,649,713.703 (meters)                     COMP
 DE6175  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC09
 DE6175  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 DE6175  DYNAMIC HEIGHT  -        411.688 (meters)     1350.68  (feet) COMP
 DE6175  MODELED GRAVITY -    980,707.3   (mgal)                       NAVD 88
 DE6175
 DE6175  VERT ORDER      -  SECOND    CLASS I
 DE6175
 DE6175  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6175  Type                                         Horiz  Ellip  Dist(km)
 DE6175  -------------------------------------------------------------------
 DE6175  NETWORK                                       0.51   0.45
 DE6175  -------------------------------------------------------------------
 DE6175  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.40   0.34      2.32
 DE6175  -------------------------------------------------------------------
 DE6175  NOTE: Click here for information on individual local accuracy
 DE6175  values and other accuracy information.
 DE6175
 DE6175
 DE6175.The horizontal coordinates were established by GPS observations
 DE6175.and adjusted by the National Geodetic Survey in February 2007.
 DE6175
 DE6175.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6175.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6175
 DE6175.The horizontal coordinates are valid at the epoch date displayed above
 DE6175.which is a decimal equivalence of Year/Month/Day.
 DE6175
 DE6175.The orthometric height was determined by differential leveling and
 DE6175.adjusted in August 2002.
 DE6175
 DE6175.Photographs are available for this station.
 DE6175
 DE6175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6175
 DE6175.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6175
 DE6175.The ellipsoidal height was determined by GPS observations
 DE6175.and is referenced to NAD 83.
 DE6175
 DE6175.The dynamic height is computed by dividing the NAVD 88
 DE6175.geopotential number by the normal gravity value computed on the
 DE6175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6175.degrees latitude (g = 980.6199 gals.).
 DE6175
 DE6175.The modeled gravity was interpolated from observed gravity values.
 DE6175
 DE6175. The following values were computed from the NAD 83(2007) position.
 DE6175
 DE6175;                    North         East     Units Scale Factor Converg.
 DE6175;SPC MN C     -   333,610.176   773,979.948   MT  1.00001160   -0 14 52.6
 DE6175;SPC MN C     - 1,094,519.39  2,539,299.21   sFT  1.00001160   -0 14 52.6
 DE6175;UTM  15      - 5,217,644.001   379,139.361   MT  0.99977953   -1 10 00.9
 DE6175
 DE6175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6175!SPC MN C     -   0.99993983  x   1.00001160  =   0.99995142
 DE6175!UTM  15      -   0.99993983  x   0.99977953  =   0.99971937
 DE6175
 DE6175:                Primary Azimuth Mark                     Grid Az
 DE6175:SPC MN C     -  1120 A                                   291 38 07.2
 DE6175:UTM  15      -  1120 A                                   292 33 15.5
 DE6175
 DE6175|---------------------------------------------------------------------|
 DE6175| PID    Reference Object                     Distance      Geod. Az  |
 DE6175|                                                           dddmmss.s |
 DE6175| SK0196 1120 A                              APPROX. 0.9 KM 2912314.6 |
 DE6175|---------------------------------------------------------------------|
 DE6175
 DE6175                          SUPERSEDED SURVEY CONTROL
 DE6175
 DE6175  NAD 83(1996)-  47 06 04.41754(N)    094 35 33.94354(W) AD(       ) 1
 DE6175  ELLIP H (09/24/02)  383.930  (m)                       GP(       ) 4 1
 DE6175  NAVD 88 (09/24/02)  411.65   (m)         1350.6    (f) LEVELING    3  
 DE6175
 DE6175.Superseded values are not recommended for survey control.
 DE6175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6175.See file dsdata.txt to determine how the superseded data were derived.
 DE6175
 DE6175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7913917644(NAD 83)
 DE6175
 DE6175_MARKER: DD = SURVEY DISK
 DE6175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6175_STAMPING: 1120 A 1 RESET 1987
 DE6175_MARK LOGO: MNDT  
 DE6175_PROJECTION: RECESSED 3 CENTIMETERS
 DE6175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6175+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 DE6175_ROD/PIPE-DEPTH:  9.1 meters
 DE6175
 DE6175  HISTORY     - Date     Condition        Report By
 DE6175  HISTORY     - 1987     MONUMENTED       MNDT
 DE6175  HISTORY     - 1998     GOOD             MNDT
 DE6175  HISTORY     - 19980825 GOOD             MNDT
 DE6175  HISTORY     - 1999     GOOD             MNDT
 DE6175  HISTORY     - 20070501 GOOD             MNDT
 DE6175
 DE6175                          STATION DESCRIPTION
 DE6175
 DE6175'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6175'THE MARK IS LOCATED IN WEST PART OF WALKER, 0.35 MI (0.56 KM) EAST ON
 DE6175'TH 371 FROM JCT OF TH 371 AND TH 34, 56.5 FT (17.2 M) SOUTH OF TH 371,
 DE6175'3.8 FT (1.2 M) NNW OF NE COR OF LUMBER CO OFFICE, 23.6 FT (7.2 M) WEST
 DE6175'OF END FENCE POST.
 DE6175
 DE6175                          STATION RECOVERY (1998)
 DE6175
 DE6175'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 DE6175'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN WEST PART OF
 DE6175'OF WALKER, 0.35 MI (0.56 KM) EAST ALONG TH 371 FROM JCT OF TH 371 AND
 DE6175'TH 34 IN WALKER,56.5 FT SOUTH OF TH 371, 3.8 FT (1.2 M) NNW OF NE COR
 DE6175'OF LUMBER CO OFFICE, 23.6 FT (7.2 M) WEST OF END FENCE POST, MAGNETIC
 DE6175'AND NOT SUITABLE FOR GPS
 DE6175
 DE6175                          STATION RECOVERY (1999)
 DE6175
 DE6175'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 DE6175'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 DE6175
 DE6175                          STATION RECOVERY (2007)
 DE6175
 DE6175'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DE6175'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0194 ***********************************************************************
 SK0194  DESIGNATION -  1120 B
 SK0194  PID         -  SK0194
 SK0194  STATE/COUNTY-  MN/CASS
 SK0194  COUNTRY     -  US
 SK0194  USGS QUAD   -  WALKER (1996)
 SK0194
 SK0194                         *CURRENT SURVEY CONTROL
 SK0194  ______________________________________________________________________
 SK0194* NAD 83(2007) POSITION- 47 06 38.39979(N) 094 36 28.13428(W)   ADJUSTED  
 SK0194* NAD 83(2007) ELLIP HT-   375.704 (meters)        (02/10/07)   ADJUSTED
 SK0194* NAD 83(2007) EPOCH   -  2002.00
 SK0194* NAVD 88 ORTHO HEIGHT -   403.432  (meters)    1323.59  (feet) ADJUSTED  
 SK0194  ______________________________________________________________________
 SK0194  NAD 83(2007) X  -   -349,371.382 (meters)                     COMP
 SK0194  NAD 83(2007) Y  - -4,334,881.382 (meters)                     COMP
 SK0194  NAD 83(2007) Z  -  4,650,422.000 (meters)                     COMP
 SK0194  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC09
 SK0194  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 SK0194  DYNAMIC HEIGHT  -        403.474 (meters)     1323.73  (feet) COMP
 SK0194  MODELED GRAVITY -    980,705.0   (mgal)                       NAVD 88
 SK0194
 SK0194  VERT ORDER      -  FIRST     CLASS II
 SK0194
 SK0194  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0194  Type                                         Horiz  Ellip  Dist(km)
 SK0194  -------------------------------------------------------------------
 SK0194  NETWORK                                       0.59   0.57
 SK0194  -------------------------------------------------------------------
 SK0194  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.45      3.01
 SK0194  -------------------------------------------------------------------
 SK0194  NOTE: Click here for information on individual local accuracy
 SK0194  values and other accuracy information.
 SK0194
 SK0194
 SK0194.The horizontal coordinates were established by GPS observations
 SK0194.and adjusted by the National Geodetic Survey in February 2007.
 SK0194
 SK0194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0194.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0194
 SK0194.The horizontal coordinates are valid at the epoch date displayed above
 SK0194.which is a decimal equivalence of Year/Month/Day.
 SK0194
 SK0194.The orthometric height was determined by differential leveling and
 SK0194.adjusted in June 1991.
 SK0194
 SK0194.Photographs are available for this station.
 SK0194
 SK0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0194
 SK0194.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0194
 SK0194.The ellipsoidal height was determined by GPS observations
 SK0194.and is referenced to NAD 83.
 SK0194
 SK0194.The dynamic height is computed by dividing the NAVD 88
 SK0194.geopotential number by the normal gravity value computed on the
 SK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0194.degrees latitude (g = 980.6199 gals.).
 SK0194
 SK0194.The modeled gravity was interpolated from observed gravity values.
 SK0194
 SK0194. The following values were computed from the NAD 83(2007) position.
 SK0194
 SK0194;                    North         East     Units Scale Factor Converg.
 SK0194;SPC MN C     -   334,664.636   772,841.977   MT  1.00001383   -0 15 31.8
 SK0194;SPC MN C     - 1,097,978.89  2,535,565.72   sFT  1.00001383   -0 15 31.8
 SK0194;UTM  15      - 5,218,716.331   378,018.711   MT  0.99978287   -1 10 41.3
 SK0194
 SK0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0194!SPC MN C     -   0.99994111  x   1.00001383  =   0.99995494
 SK0194!UTM  15      -   0.99994111  x   0.99978287  =   0.99972400
 SK0194
 SK0194:                Primary Azimuth Mark                     Grid Az
 SK0194:SPC MN C     -  1120 A                                   157 45 12.1
 SK0194:UTM  15      -  1120 A                                   158 40 21.6
 SK0194
 SK0194|---------------------------------------------------------------------|
 SK0194| PID    Reference Object                     Distance      Geod. Az  |
 SK0194|                                                           dddmmss.s |
 SK0194| SK0196 1120 A                              APPROX. 0.8 KM 1572940.3 |
 SK0194|---------------------------------------------------------------------|
 SK0194
 SK0194                          SUPERSEDED SURVEY CONTROL
 SK0194
 SK0194  NAD 83(1996)-  47 06 38.39928(N)    094 36 28.13449(W) AD(       ) 1
 SK0194  ELLIP H (10/21/02)  375.718  (m)                       GP(       ) 3 2
 SK0194  NAVD 88 (10/21/02)  403.43   (m)         1323.6    (f) LEVELING    3  
 SK0194  NGVD 29 (??/??/92)  403.180  (m)         1322.77   (f) ADJ UNCH    1 2
 SK0194
 SK0194.Superseded values are not recommended for survey control.
 SK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0194.See file dsdata.txt to determine how the superseded data were derived.
 SK0194
 SK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7801818716(NAD 83)
 SK0194
 SK0194_MARKER: DB = BENCH MARK DISK
 SK0194_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0194_SP_SET: 6 FT PRECAST MONUMENT
 SK0194_STAMPING: 1120 B 1972
 SK0194_MARK LOGO: MNHD  
 SK0194_PROJECTION: FLUSH
 SK0194_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0194+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 SK0194
 SK0194  HISTORY     - Date     Condition        Report By
 SK0194  HISTORY     - 1972     MONUMENTED       MNHD
 SK0194  HISTORY     - 1980     GOOD             NGS
 SK0194  HISTORY     - 19980901 GOOD             MNDT
 SK0194  HISTORY     - 20000401 GOOD             MNDT
 SK0194  HISTORY     - 20070501 GOOD             MNDT
 SK0194
 SK0194                          STATION DESCRIPTION
 SK0194
 SK0194'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0194'1.3 MI N FROM WALKER.
 SK0194'MARK IS LOCATED 1.4 MILES NORTHWEST ALONG T. H. 371 FROM THE JUNCTION
 SK0194'OF T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 1 MILE SOUTH OF A RAILROAD
 SK0194'TRESTLE, 131 FEET NORTH OF THE CENTER OF AN ENTRANCE EAST TO A 1 STORY
 SK0194'FRAME GARAGE (JOHN DEERE DEALER), 104 FEET EAST OF, AND 2 FEET HIGHER
 SK0194'THAN THE CENTERLINE OF T.H. 371 AT MILE POINT 92.9, 4 FEET EAST OF A
 SK0194'RIGHT OF WAY SIGN, 0.5 FEET WEST OF A STEEL WITNESS POST IN A 6 FOOT
 SK0194'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 SK0194'21, T 142, R 31.
 SK0194
 SK0194                          STATION RECOVERY (1980)
 SK0194
 SK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0194'RECOVERED IN GOOD CONDITION.
 SK0194
 SK0194                          STATION RECOVERY (1998)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0194'RECOVERED 58 FT (17.7 M) NORTH OF P-POLE, 3.8 FT (1.2 M) EAST OF
 SK0194'FENCE, AND AS PREVIOUSLY DESCRIBED.
 SK0194
 SK0194                          STATION RECOVERY (2000)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 SK0194'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0194
 SK0194                          STATION RECOVERY (2007)
 SK0194
 SK0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0194'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTHEAST OF AKELEY, 5.1
 SK0194'MI (8.2 KM) SOUTHEAST OF BENEDICT AND WEST-NORTHWEST PART OF WALKER.
 SK0194' 
 SK0194'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 SK0194'HIGHWAY 371 IN WALKER GO 1.4 MI (2.3 KM) NORTHWEST TO AT TRUNK HIGHWAY
 SK0194'371 MILE POINT 92.9 AND MARK TO THE MARK ON THE RIGHT.
 SK0194' 
 SK0194'THE MARK IS FOUND 1.0 MI (1.6 KM) SOUTH OF A RAILROAD TRESTLE, 131 FT
 SK0194'(39.9 M) NORTH OF THE ENTRANCE TO THE JOHN DEERE DEALER, 104 FT (31.7
 SK0194'M) EAST OF TRUNK HIGHWAY 371, 58.5 FT (17.8 M) NORTH OF A POWER POLE,
 SK0194'3.8 FT (1.2 M) EAST OF A FENCE AND 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A
 SK0194'FLAG POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0195 ***********************************************************************
 SK0195  DESIGNATION -  1120 B 1
 SK0195  PID         -  SK0195
 SK0195  STATE/COUNTY-  MN/CASS
 SK0195  COUNTRY     -  US
 SK0195  USGS QUAD   -  WALKER (1996)
 SK0195
 SK0195                         *CURRENT SURVEY CONTROL
 SK0195  ______________________________________________________________________
 SK0195* NAD 83(1986) POSITION- 47 06 30.     (N) 094 36 23.     (W)   SCALED    
 SK0195* NAVD 88 ORTHO HEIGHT -   406.189  (meters)    1332.64  (feet) ADJUSTED  
 SK0195  ______________________________________________________________________
 SK0195  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 SK0195  DYNAMIC HEIGHT  -        406.231 (meters)     1332.78  (feet) COMP
 SK0195  MODELED GRAVITY -    980,705.3   (mgal)                       NAVD 88
 SK0195
 SK0195  VERT ORDER      -  FIRST     CLASS II
 SK0195
 SK0195.The horizontal coordinates were scaled from a topographic map and have
 SK0195.an estimated accuracy of +/- 6 seconds.
 SK0195.
 SK0195.The orthometric height was determined by differential leveling and
 SK0195.adjusted in June 1991.
 SK0195
 SK0195.The dynamic height is computed by dividing the NAVD 88
 SK0195.geopotential number by the normal gravity value computed on the
 SK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0195.degrees latitude (g = 980.6199 gals.).
 SK0195
 SK0195.The modeled gravity was interpolated from observed gravity values.
 SK0195
 SK0195;                    North         East    Units  Estimated Accuracy
 SK0195;SPC MN C     -   334,410.      772,950.      MT  (+/- 180 meters Scaled)
 SK0195
 SK0195                          SUPERSEDED SURVEY CONTROL
 SK0195
 SK0195  NGVD 29 (??/??/92)  405.937  (m)         1331.81   (f) ADJ UNCH    1 2
 SK0195
 SK0195.Superseded values are not recommended for survey control.
 SK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0195.See file dsdata.txt to determine how the superseded data were derived.
 SK0195
 SK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN781184(NAD 83)
 SK0195
 SK0195_MARKER: DB = BENCH MARK DISK
 SK0195_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0195_SP_SET: BOX CULVERT HEADWALL
 SK0195_STAMPING: 1120 B 1 1972
 SK0195_MARK LOGO: MNHD  
 SK0195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0195+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 SK0195
 SK0195  HISTORY     - Date     Condition        Report By
 SK0195  HISTORY     - 1972     MONUMENTED       MNDT
 SK0195  HISTORY     - 1980     GOOD             NGS
 SK0195  HISTORY     - 19980901 GOOD             MNDT
 SK0195  HISTORY     - 20070501 MARK NOT FOUND   MNDT
 SK0195
 SK0195                          STATION DESCRIPTION
 SK0195
 SK0195'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0195'1.2 MI N FROM WALKER.
 SK0195'MARK IS LOCATED 1.25 MILES NORTHWEST ALONG T.H. 371 FROM THE JUNCTION
 SK0195'OF T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 0.35 MILES NORTH OF A MHD
 SK0195'MAINTENANCE SHOP, 40 FEET NORTHEAST OF, AND 4 FEET LOWER THAN THE
 SK0195'CENTERLINE OF T.H. 371 AT MILE POINT 92.75, IN THE SOUTH CORNER OF THE
 SK0195'EAST HEADWALL OF A 4 BY 8 FOOT CONCRETE CATTLE PASS UNDER T.H. 371. NE
 SK0195'1/4 SECTION 21, T 142, R 31.
 SK0195
 SK0195                          STATION RECOVERY (1980)
 SK0195
 SK0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0195'RECOVERED IN GOOD CONDITION.
 SK0195
 SK0195                          STATION RECOVERY (1998)
 SK0195
 SK0195'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0195'RECOVERED 29 FT (8.8 M) NE OF TH 371.
 SK0195
 SK0195                          STATION RECOVERY (2007)
 SK0195
 SK0195'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0195'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0189 ***********************************************************************
 SK0189  DESIGNATION -  1120 C
 SK0189  PID         -  SK0189
 SK0189  STATE/COUNTY-  MN/CASS
 SK0189  COUNTRY     -  US
 SK0189  USGS QUAD   -  STEAMBOAT BAY (1996)
 SK0189
 SK0189                         *CURRENT SURVEY CONTROL
 SK0189  ______________________________________________________________________
 SK0189* NAD 83(1986) POSITION- 47 07 41.1    (N) 094 37 03.0    (W)   HD_HELD2  
 SK0189* NAVD 88 ORTHO HEIGHT -   397.336  (meters)    1303.59  (feet) ADJUSTED  
 SK0189  ______________________________________________________________________
 SK0189  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0189  DYNAMIC HEIGHT  -        397.376 (meters)     1303.72  (feet) COMP
 SK0189  MODELED GRAVITY -    980,701.7   (mgal)                       NAVD 88
 SK0189
 SK0189  VERT ORDER      -  FIRST     CLASS II
 SK0189
 SK0189.The horizontal coordinates were established by autonomous hand held GPS
 SK0189.observations and have an estimated accuracy of +/- 10 meters.
 SK0189.
 SK0189.The orthometric height was determined by differential leveling and
 SK0189.adjusted in June 1991.
 SK0189
 SK0189.Photographs are available for this station.
 SK0189
 SK0189.The dynamic height is computed by dividing the NAVD 88
 SK0189.geopotential number by the normal gravity value computed on the
 SK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0189.degrees latitude (g = 980.6199 gals.).
 SK0189
 SK0189.The modeled gravity was interpolated from observed gravity values.
 SK0189
 SK0189;                    North         East    Units  Estimated Accuracy
 SK0189;SPC MN C     -   336,604.      772,116.      MT  (+/- 10 meters HH2 GPS)
 SK0189
 SK0189                          SUPERSEDED SURVEY CONTROL
 SK0189
 SK0189  NGVD 29 (??/??/92)  397.082  (m)         1302.76   (f) ADJ UNCH    1 2
 SK0189
 SK0189.Superseded values are not recommended for survey control.
 SK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0189.See file dsdata.txt to determine how the superseded data were derived.
 SK0189
 SK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7732420666(NAD 83)
 SK0189
 SK0189_MARKER: DB = BENCH MARK DISK
 SK0189_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0189_STAMPING: 1120 C 1972
 SK0189_MARK LOGO: MNHD  
 SK0189_PROJECTION: RECESSED 10 CENTIMETERS
 SK0189_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0189+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 SK0189
 SK0189  HISTORY     - Date     Condition        Report By
 SK0189  HISTORY     - 1972     MONUMENTED       MNHD
 SK0189  HISTORY     - 1980     GOOD             NGS
 SK0189  HISTORY     - 20070502 GOOD             MNDT
 SK0189
 SK0189                          STATION DESCRIPTION
 SK0189
 SK0189'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0189'2.5 MI N FROM WALKER.
 SK0189'MARK IS LOCATED 2.65 MILES NORTH ALONG T.H. 371 FROM THE JUNCTION OF
 SK0189'T.H. 371 AND T.H. 34 (SOUTH) IN WALKER, 1.35 MILES SOUTH OF T.H. 200
 SK0189'(WEST), 0.2 MILES NORTH OF A RAILROAD TRESTLE, 98 FEET WEST OF THE
 SK0189'CENTERLINE OF T.H. 371 AT MILE POINT 94.15, 56 FEET NORTH OF THE
 SK0189'CENTER OF A DRIVEWAY TO LAKEWOOD ACRES, 51 FEET NORTHWEST OF THE NORTH
 SK0189'END OF A 24 INCH METAL CULVERT UNDER THE DRIVE (WEST), 7.5 FEET SOUTH
 SK0189'OF A 24 INCH PINE TREE, 0.5 FEET EAST OF A STEEL WITNESS POST, IN A 6
 SK0189'FOOT PRECAST CONCRETE MONUMENT BURIED 1 INCH BELOW GROUND.
 SK0189
 SK0189                          STATION RECOVERY (1980)
 SK0189
 SK0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0189'RECOVERED IN GOOD CONDITION.
 SK0189
 SK0189                          STATION RECOVERY (2007)
 SK0189
 SK0189'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0189'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHEAST OF LAPORTE,
 SK0189'4.0 MI (6.4 KM) EAST-SOUTHEAST OF BENEDICT AND 2.3 MI (3.7 KM)
 SK0189'NORTHWEST OF WALKER.
 SK0189' 
 SK0189'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK
 SK0189'HIGHWAY 371 IN WALKER GO 2.65 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY
 SK0189'371 OR FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 200
 SK0189'WEST GO 1.35 MI (2.2 KM) SOUTH TO TRUNK HIGHWAY 371 MILE POINT 94.2
 SK0189'AND MARK TO THE SOUTHWEST.
 SK0189' 
 SK0189'THE MARK IS FOUND 0.2 MI (0.3 KM) NORTH OF A RAILROAD TRESTLE, 98 FT
 SK0189'(29.9 M) WEST OF TRUNK HIGHWAY 371, 56 FT (17.1 M) NORTHWEST OF
 SK0189'LAKEAIRE DRIVE NORTHWEST, 51 FT (15.5 M) NORTHWEST OF THE NORTH END OF
 SK0189'A METAL CULVERT AND 3.0 FT (0.9 M) WEST ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4589 ***********************************************************************
 DM4589  DESIGNATION -  1120 D
 DM4589  PID         -  DM4589
 DM4589  STATE/COUNTY-  MN/CASS
 DM4589  COUNTRY     -  US
 DM4589  USGS QUAD   -  STEAMBOAT BAY (1996)
 DM4589
 DM4589                         *CURRENT SURVEY CONTROL
 DM4589  ______________________________________________________________________
 DM4589* NAD 83(1986) POSITION- 47 07 58.6    (N) 094 37 18.2    (W)   HD_HELD2  
 DM4589* NAVD 88 ORTHO HEIGHT -   399.766  (meters)    1311.57  (feet) ADJUSTED  
 DM4589  ______________________________________________________________________
 DM4589  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DM4589  DYNAMIC HEIGHT  -        399.806 (meters)     1311.70  (feet) COMP
 DM4589  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 DM4589
 DM4589  VERT ORDER      -  SECOND    CLASS I
 DM4589
 DM4589.The horizontal coordinates were established by autonomous hand held GPS
 DM4589.observations and have an estimated accuracy of +/- 10 meters.
 DM4589.
 DM4589.The orthometric height was determined by differential leveling and
 DM4589.adjusted in June 2011.
 DM4589
 DM4589.Photographs are available for this station.
 DM4589
 DM4589.The dynamic height is computed by dividing the NAVD 88
 DM4589.geopotential number by the normal gravity value computed on the
 DM4589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4589.degrees latitude (g = 980.6199 gals.).
 DM4589
 DM4589.The modeled gravity was interpolated from observed gravity values.
 DM4589
 DM4589;                    North         East    Units  Estimated Accuracy
 DM4589;SPC MN C     -   337,146.      771,798.      MT  (+/- 10 meters HH2 GPS)
 DM4589
 DM4589                          SUPERSEDED SURVEY CONTROL
 DM4589
 DM4589.No superseded survey control is available for this station.
 DM4589
 DM4589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7701421213(NAD 83)
 DM4589
 DM4589_MARKER: DV = VERTICAL CONTROL DISK
 DM4589_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4589_SP_SET: JERSEY BARRIER
 DM4589_STAMPING: 1120 D 1993
 DM4589_MARK LOGO: MNDT  
 DM4589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4589+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 DM4589
 DM4589  HISTORY     - Date     Condition        Report By
 DM4589  HISTORY     - 1993     MONUMENTED       MNDT
 DM4589  HISTORY     - 20070502 GOOD             MNDT
 DM4589
 DM4589                          STATION DESCRIPTION
 DM4589
 DM4589'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4589'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF LAPORTE,
 DM4589'3.7 MI (6.0 KM) EAST-SOUTHEAST OF BENEDICT AND 2.7 MI (4.3 KM)
 DM4589'NORTHWEST OF WALKER.
 DM4589' 
 DM4589'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DM4589'HIGHWAY 34 IN WALKER GO 3.15 MI (5.1 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DM4589'371 TO MILE POINT 94.55 AND BRIDGE NUMBER 11003 OVER THE KABEKONA
 DM4589'NARROWS AND MARK ON THE RIGHT.
 DM4589' 
 DM4589'THE MARK IS 24.0 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 371, 10.5 FT
 DM4589'(3.2 M) NORTHWEST OF THE SOUTHEAST END OF A JERSEY BARRIER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0030 ***********************************************************************
 TD0030  DESIGNATION -  1126
 TD0030  PID         -  TD0030
 TD0030  STATE/COUNTY-  MN/ROSEAU
 TD0030  COUNTRY     -  US
 TD0030  USGS QUAD   -  STRATHCONA (1962)
 TD0030
 TD0030                         *CURRENT SURVEY CONTROL
 TD0030  ______________________________________________________________________
 TD0030* NAD 83(1986) POSITION- 48 33 14.     (N) 096 10 12.     (W)   SCALED    
 TD0030* NAVD 88 ORTHO HEIGHT -   343.145  (meters)    1125.80  (feet) ADJUSTED  
 TD0030  ______________________________________________________________________
 TD0030  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 TD0030  DYNAMIC HEIGHT  -        343.231 (meters)     1126.08  (feet) COMP
 TD0030  MODELED GRAVITY -    980,852.3   (mgal)                       NAVD 88
 TD0030
 TD0030  VERT ORDER      -  FIRST     CLASS II
 TD0030
 TD0030.The horizontal coordinates were scaled from a topographic map and have
 TD0030.an estimated accuracy of +/- 6 seconds.
 TD0030.
 TD0030.The orthometric height was determined by differential leveling and
 TD0030.adjusted in June 1991.
 TD0030
 TD0030.The dynamic height is computed by dividing the NAVD 88
 TD0030.geopotential number by the normal gravity value computed on the
 TD0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0030.degrees latitude (g = 980.6199 gals.).
 TD0030
 TD0030.The modeled gravity was interpolated from observed gravity values.
 TD0030
 TD0030;                    North         East    Units  Estimated Accuracy
 TD0030;SPC MN N     -   332,850.      573,430.      MT  (+/- 180 meters Scaled)
 TD0030
 TD0030                          SUPERSEDED SURVEY CONTROL
 TD0030
 TD0030  NGVD 29 (??/??/92)  342.745  (m)         1124.49   (f) ADJ UNCH    1 2
 TD0030
 TD0030.Superseded values are not recommended for survey control.
 TD0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0030.See file dsdata.txt to determine how the superseded data were derived.
 TD0030
 TD0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU088817(NAD 83)
 TD0030
 TD0030_MARKER: P = PIPE CAP
 TD0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0030_STAMPING: 1126
 TD0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0030
 TD0030  HISTORY     - Date     Condition        Report By
 TD0030  HISTORY     - UNK      MONUMENTED       USGS
 TD0030  HISTORY     - 1940     GOOD             CGS
 TD0030
 TD0030                          STATION DESCRIPTION
 TD0030
 TD0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0030'IN STRATHCONA.
 TD0030'AT STRATHCONA, ROSEAU COUNTY, ON THE GREAT NORTHERN RAILWAY, AT A ROAD
 TD0030'CROSSING NEAR THE STATION, 103.9 FEET WEST OF THE WEST RAIL, 24 FEET
 TD0030'NORTH OF THE ROAD, 40 FEET EAST OF A GRAVEL ROAD PARALLELING THE
 TD0030'TRACK, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST.  A UNITED
 TD0030'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1126 AND RIVETED ON THE
 TD0030'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5429 ***********************************************************************
 DG5429  DESIGNATION -  113 DRL
 DG5429  PID         -  DG5429
 DG5429  STATE/COUNTY-  MN/TODD
 DG5429  COUNTRY     -  US
 DG5429  USGS QUAD   -  BROWERVILLE (1966)
 DG5429
 DG5429                         *CURRENT SURVEY CONTROL
 DG5429  ______________________________________________________________________
 DG5429* NAD 83(2007) POSITION- 46 06 00.52217(N) 094 45 45.56578(W)   ADJUSTED  
 DG5429* NAD 83(2007) ELLIP HT-   372.935 (meters)        (02/10/07)   ADJUSTED
 DG5429* NAD 83(2007) EPOCH   -  2002.00
 DG5429* NAVD 88 ORTHO HEIGHT -   399.7    (meters)    1311.    (feet) GPS OBS   
 DG5429  ______________________________________________________________________
 DG5429  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5429  GEOID HEIGHT    -        -26.73  (meters)                     GEOID99
 DG5429  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DG5429  NAD 83(2007) X  -   -367,862.505 (meters)                     COMP
 DG5429  NAD 83(2007) Y  - -4,415,266.801 (meters)                     COMP
 DG5429  NAD 83(2007) Z  -  4,573,241.745 (meters)                     COMP
 DG5429  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC09
 DG5429
 DG5429  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5429  Type                                         Horiz  Ellip  Dist(km)
 DG5429  -------------------------------------------------------------------
 DG5429  NETWORK                                       1.14   1.55
 DG5429  -------------------------------------------------------------------
 DG5429  MEDIAN LOCAL ACCURACY AND DIST (015 points)   1.17   1.59     11.13
 DG5429  -------------------------------------------------------------------
 DG5429  NOTE: Click here for information on individual local accuracy
 DG5429  values and other accuracy information.
 DG5429
 DG5429
 DG5429.The horizontal coordinates were established by GPS observations
 DG5429.and adjusted by the National Geodetic Survey in February 2007.
 DG5429
 DG5429.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5429.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5429
 DG5429.The horizontal coordinates are valid at the epoch date displayed above
 DG5429.which is a decimal equivalence of Year/Month/Day.
 DG5429
 DG5429.The orthometric height was determined by GPS observations and a
 DG5429.high-resolution geoid model.
 DG5429
 DG5429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5429
 DG5429.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5429
 DG5429.The ellipsoidal height was determined by GPS observations
 DG5429.and is referenced to NAD 83.
 DG5429
 DG5429. The following values were computed from the NAD 83(2007) position.
 DG5429
 DG5429;                    North         East     Units Scale Factor Converg.
 DG5429;SPC MN C     -   222,404.870   760,362.627   MT  0.99993038   -0 22 15.1
 DG5429;SPC MN C     -   729,673.31  2,494,623.05   sFT  0.99993038   -0 22 15.1
 DG5429;UTM  15      - 5,106,684.650   363,760.617   MT  0.99982818   -1 16 13.0
 DG5429
 DG5429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5429!SPC MN C     -   0.99994154  x   0.99993038  =   0.99987192
 DG5429!UTM  15      -   0.99994154  x   0.99982818  =   0.99976973
 DG5429
 DG5429                          SUPERSEDED SURVEY CONTROL
 DG5429
 DG5429  NAD 83(1996)-  46 06 00.52193(N)    094 45 45.56541(W) AD(       ) 1
 DG5429  ELLIP H (05/07/04)  372.972  (m)                       GP(       ) 4 1
 DG5429
 DG5429.Superseded values are not recommended for survey control.
 DG5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5429.See file dsdata.txt to determine how the superseded data were derived.
 DG5429
 DG5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6376006684(NAD 83)
 DG5429
 DG5429_MARKER: DD = SURVEY DISK
 DG5429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5429_STAMPING: 113 DRL 1965
 DG5429_MARK LOGO: USGS  
 DG5429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5429+STABILITY: SURFACE MOTION
 DG5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5429+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5429
 DG5429  HISTORY     - Date     Condition        Report By
 DG5429  HISTORY     - 1965     MONUMENTED       USGS
 DG5429  HISTORY     - 2003     GOOD             MNDT
 DG5429
 DG5429                          STATION DESCRIPTION
 DG5429
 DG5429'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5429'5.5 MI EAST OF BROWERVILLE, 1.0 MI EAST ALONG CO RD 14 FROM THE JCT OF
 DG5429'CO RD 14 AND TH 71 IN  BROWERVILLE, THEN 5.55 NORTH AND EAST ON CO RD
 DG5429'16, THEN 0.5 MI SOUTH ON 291ST AVE, 42 FT  WEST OF 291 ST AVE, 1.5 FT
 DG5429'EAST OF P-POLE, 1 FT EAST OF WIT POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1673 ***********************************************************************
 SL1673  DESIGNATION -  113 RGW
 SL1673  PID         -  SL1673
 SL1673  STATE/COUNTY-  MN/NORMAN
 SL1673  COUNTRY     -  US
 SL1673  USGS QUAD   -  SHELLY (1963)
 SL1673
 SL1673                         *CURRENT SURVEY CONTROL
 SL1673  ______________________________________________________________________
 SL1673* NAD 83(2007) POSITION- 47 29 04.70949(N) 096 48 56.27079(W)   ADJUSTED  
 SL1673* NAD 83(2007) ELLIP HT-   238.133 (meters)        (02/10/07)   ADJUSTED
 SL1673* NAD 83(2007) EPOCH   -  2002.00
 SL1673* NAVD 88 ORTHO HEIGHT -   264.869  (meters)     868.99  (feet) ADJUSTED  
 SL1673  ______________________________________________________________________
 SL1673  NAD 83(2007) X  -   -512,472.212 (meters)                     COMP
 SL1673  NAD 83(2007) Y  - -4,287,771.530 (meters)                     COMP
 SL1673  NAD 83(2007) Z  -  4,678,519.492 (meters)                     COMP
 SL1673  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC09
 SL1673  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 SL1673  DYNAMIC HEIGHT  -        264.909 (meters)      869.12  (feet) COMP
 SL1673  MODELED GRAVITY -    980,756.3   (mgal)                       NAVD 88
 SL1673
 SL1673  VERT ORDER      -  SECOND    CLASS I
 SL1673
 SL1673  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SL1673  Type                                         Horiz  Ellip  Dist(km)
 SL1673  -------------------------------------------------------------------
 SL1673  NETWORK                                       0.53   0.47
 SL1673  -------------------------------------------------------------------
 SL1673  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.26   0.08      0.84
 SL1673  -------------------------------------------------------------------
 SL1673  NOTE: Click here for information on individual local accuracy
 SL1673  values and other accuracy information.
 SL1673
 SL1673
 SL1673.The horizontal coordinates were established by GPS observations
 SL1673.and adjusted by the National Geodetic Survey in February 2007.
 SL1673
 SL1673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SL1673.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SL1673
 SL1673.The horizontal coordinates are valid at the epoch date displayed above
 SL1673.which is a decimal equivalence of Year/Month/Day.
 SL1673
 SL1673.The orthometric height was determined by differential leveling and
 SL1673.adjusted in June 1991.
 SL1673
 SL1673.Photographs are available for this station.
 SL1673
 SL1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SL1673
 SL1673.The Laplace correction was computed from DEFLEC09 derived deflections.
 SL1673
 SL1673.The ellipsoidal height was determined by GPS observations
 SL1673.and is referenced to NAD 83.
 SL1673
 SL1673.The dynamic height is computed by dividing the NAVD 88
 SL1673.geopotential number by the normal gravity value computed on the
 SL1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1673.degrees latitude (g = 980.6199 gals.).
 SL1673
 SL1673.The modeled gravity was interpolated from observed gravity values.
 SL1673
 SL1673. The following values were computed from the NAD 83(2007) position.
 SL1673
 SL1673;                    North         East     Units Scale Factor Converg.
 SL1673;SPC MN N     -   216,194.153   520,099.301   MT  0.99992146   -2 45 14.8
 SL1673;SPC MN N     -   709,296.98  1,706,359.12   sFT  0.99992146   -2 45 14.8
 SL1673;UTM  14      - 5,261,335.530   664,556.904   MT  0.99993278   +1 36 37.6
 SL1673
 SL1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1673!SPC MN N     -   0.99996268  x   0.99992146  =   0.99988414
 SL1673!UTM  14      -   0.99996268  x   0.99993278  =   0.99989546
 SL1673
 SL1673|---------------------------------------------------------------------|
 SL1673| PID    Reference Object                     Distance      Geod. Az  |
 SL1673|                                                           dddmmss.s |
 SL1673| DG8458 TRAILL                               95.243 METERS 15413     |
 SL1673|---------------------------------------------------------------------|
 SL1673
 SL1673                          SUPERSEDED SURVEY CONTROL
 SL1673
 SL1673  ELLIP H (05/29/07)  238.131  (m)                       GP(       ) 4 1
 SL1673  NAD 83(1996)-  47 29 04.70903(N)    096 48 56.27083(W) AD(       ) 1
 SL1673  ELLIP H (11/05/04)  238.165  (m)                       GP(       ) 3 2
 SL1673  NAVD 88 (11/05/04)  264.87   (m)          869.0    (f) LEVELING    3  
 SL1673
 SL1673.Superseded values are not recommended for survey control.
 SL1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1673.See file dsdata.txt to determine how the superseded data were derived.
 SL1673
 SL1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6455661335(NAD 83)
 SL1673
 SL1673_MARKER: DB = BENCH MARK DISK
 SL1673_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SL1673_SP_SET: CONCRETE MONUMENT
 SL1673_STAMPING: 113 RGW 1962
 SL1673_MARK LOGO: USGS  
 SL1673_PROJECTION: FLUSH
 SL1673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SL1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SL1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1673+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2008
 SL1673
 SL1673  HISTORY     - Date     Condition        Report By
 SL1673  HISTORY     - 1962     MONUMENTED       USGS
 SL1673  HISTORY     - 1987     GOOD             MNDT
 SL1673  HISTORY     - 20040804 GOOD             MNDT
 SL1673  HISTORY     - 20051229 GOOD             MNDT
 SL1673  HISTORY     - 20061115 GOOD             MNDT
 SL1673  HISTORY     - 20080828 GOOD             MNDT
 SL1673
 SL1673                          STATION DESCRIPTION
 SL1673
 SL1673'DESCRIBED BY MN DEPT OF TRANSP 1987
 SL1673'1.7 MI NORTH FROM SHELLY.
 SL1673'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTH OF THE TOWN OF SHELLY, IN
 SL1673'THE SE 1/4 OF SECTION 6, T146N, R48W, IN THE NORTHWEST QUADRANT OF
 SL1673'THE INTERSECTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 101, 2.0 MILES
 SL1673'NORTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY ROAD 3 IN
 SL1673'SHELLY.  THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---113 RGW
 SL1673'1962---, IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS BURIED 0.5
 SL1673'FOOT BELOW THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW THE
 SL1673'LEVEL OF THE HIGHWAY.  THE MARK IS 71.6 FEET WEST OF THE CENTERLINE
 SL1673'OF TRUNK HIGHWAY 75 AT MILEPOINT 294.18 117 FEET NORTH OF THE CENTER
 SL1673'OF COUNTY ROAD 101, AND 1.3 FEET SOUTH OF A STEEL WITNESS POST.
 SL1673
 SL1673                          STATION RECOVERY (2004)
 SL1673
 SL1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SL1673'4.6 MILES EAST OF FAIRFAX NORTH DAKOTA, 2.1 MILES NORTH ON TRUNK
 SL1673'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 3 AT
 SL1673'SHELLY, IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 75 AND
 SL1673'COUNTY ROAD 101, AT TRUNK HIGHWAY 75 MILEPOINT 294.1, 71.6 FEET WEST
 SL1673'OF TRUNK HIGHWAY 75, 117 FEET NORTH OF COUNTY ROAD 101, 1.3 FEET SOUTH
 SL1673'OF WITNESS POST
 SL1673
 SL1673                          STATION RECOVERY (2005)
 SL1673
 SL1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 SL1673'4.6 MILES EAST OF FAIRFAX NORTH DAKOTA, 2.1 MILES NORTH ON TRUNK
 SL1673'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 3 AT
 SL1673'SHELLY, IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 75 AND
 SL1673'COUNTY ROAD 101, AT TRUNK HIGHWAY 75 MILEPOINT 294.1, 71.6 FEET WEST
 SL1673'OF TRUNK HIGHWAY 75, 117 FEET NORTH OF COUNTY ROAD 101 (330TH AVENUE),
 SL1673'2.3 FEET SOUTH OF FIBER OPTIC CABLE MARKER, 1.3 FEET SOUTH OF WITNESS
 SL1673'POST.
 SL1673
 SL1673                          STATION RECOVERY (2006)
 SL1673
 SL1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKH)
 SL1673'4.6 MILES EAST OF FAIRFAX NORTH DAKOTA, 2.1 MILES NORTH ON TRUNK
 SL1673'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 3 AT
 SL1673'SHELLY, IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 75 AND
 SL1673'COUNTY ROAD 101, AT TRUNK HIGHWAY 75 MILEPOINT 294.1, 71.6 FEET WEST
 SL1673'OF TRUNK HIGHWAY 75, 117 FEET NORTH OF COUNTY ROAD 101 (330TH AVENUE),
 SL1673'2.3 FEET SOUTH OF FIBER OPTIC CABLE MARKER, 1.3 FEET SOUTH OF WITNESS
 SL1673'POST.
 SL1673
 SL1673                          STATION RECOVERY (2008)
 SL1673
 SL1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 SL1673'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH OF HALSTED, 8.5 MI
 SL1673'(13.7 KM) SOUTH OF CLIMAX AND 1.8 MI (2.9 KM) NORTH OF SHELLY.
 SL1673' 
 SL1673'TO REACH TO THE MARK GO 4.6 MI (7.4 KM) EAST OF FAIRFAX NORTH DAKOTA,
 SL1673'2.1 MI (3.4 KM) NORTH ON TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 SL1673'HIGHWAY 75 AND COUNTY ROAD 3 AT SHELLY, IN NORTHWEST QUADRANT OF THE
 SL1673'JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 101, AT TRUNK HIGHWAY 75
 SL1673'MILE POINT 294.1, 71.6 FT (21.8 M) WEST OF TRUNK HIGHWAY 75, 117 FT
 SL1673'(35.7 M) NORTH OF COUNTY ROAD 101 2.3 FT (0.7 M) SOUTH OF FIBER OPTIC
 SL1673'CABLE MARKER, 1.3 FT (0.4 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0074 ***********************************************************************
 TD0074  DESIGNATION -  1133
 TD0074  PID         -  TD0074
 TD0074  STATE/COUNTY-  MN/PENNINGTON
 TD0074  COUNTRY     -  US
 TD0074  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 TD0074
 TD0074                         *CURRENT SURVEY CONTROL
 TD0074  ______________________________________________________________________
 TD0074* NAD 83(1986) POSITION- 48 09 53.     (N) 096 11 55.     (W)   SCALED    
 TD0074* NAVD 88 ORTHO HEIGHT -   345.047  (meters)    1132.04  (feet) ADJUSTED  
 TD0074  ______________________________________________________________________
 TD0074  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 TD0074  DYNAMIC HEIGHT  -        345.115 (meters)     1132.26  (feet) COMP
 TD0074  MODELED GRAVITY -    980,798.6   (mgal)                       NAVD 88
 TD0074
 TD0074  VERT ORDER      -  FIRST     CLASS II
 TD0074
 TD0074.The horizontal coordinates were scaled from a topographic map and have
 TD0074.an estimated accuracy of +/- 6 seconds.
 TD0074.
 TD0074.The orthometric height was determined by differential leveling and
 TD0074.adjusted in June 1991.
 TD0074
 TD0074.The dynamic height is computed by dividing the NAVD 88
 TD0074.geopotential number by the normal gravity value computed on the
 TD0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0074.degrees latitude (g = 980.6199 gals.).
 TD0074
 TD0074.The modeled gravity was interpolated from observed gravity values.
 TD0074
 TD0074;                    North         East    Units  Estimated Accuracy
 TD0074;SPC MN N     -   289,690.      569,580.      MT  (+/- 180 meters Scaled)
 TD0074
 TD0074                          SUPERSEDED SURVEY CONTROL
 TD0074
 TD0074  NGVD 29 (??/??/92)  344.640  (m)         1130.71   (f) ADJ UNCH    1 2
 TD0074
 TD0074.Superseded values are not recommended for survey control.
 TD0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0074.See file dsdata.txt to determine how the superseded data were derived.
 TD0074
 TD0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU082384(NAD 83)
 TD0074
 TD0074_MARKER: P = PIPE CAP
 TD0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0074_STAMPING: 1133
 TD0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0074
 TD0074  HISTORY     - Date     Condition        Report By
 TD0074  HISTORY     - 1906     MONUMENTED       USGS
 TD0074  HISTORY     - 1940     GOOD             CGS
 TD0074  HISTORY     - 20030617 MARK NOT FOUND   MNDT
 TD0074
 TD0074                          STATION DESCRIPTION
 TD0074
 TD0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0074'3.4 MI N FROM THIEF RIVER FALLS.
 TD0074'0.5 MILE SOUTH OF MARSHALL-PENNINGTON COUNTY LINE, 2 POLES NORTH OF
 TD0074'MILE POST 23, BETWEEN HIGHWAY AND RAILROAD AT SECTION LINE ROAD, 44.7
 TD0074'FEET EAST OF EAST RAIL, 23.0 FEET NORTH OF THE SECTION LINE ROAD, 52.0
 TD0074'WEST OF THE CENTERLINE OF THE HIGHWAY, 1.6 FEET SOUTH OF WHITE MARKER
 TD0074'POST, 0.4 MILE NORTH OF THE CROSSING OF THE GREAT NORTHERN AND SOO
 TD0074'LINE RAILROADS.
 TD0074
 TD0074                          STATION RECOVERY (2003)
 TD0074
 TD0074'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 TD0074'3.4 MILES NORTH ON RAILROAD FROM THIEF RIVER FALLS, 0.5 MILES SOUTH OF
 TD0074'NORTH COUNTY LINE, 0.4 MILES NORTH OF JUNCTION OF 2 RAILROADS, 2 POLES
 TD0074'NORTH OF RAILROAD MILEPOST 23, 44.7 FEET EAST OF EAST RAIL OF RAILROAD
 TD0074'TRACKS, 23 FEET NORTH OF ROAD, 1.6 FEET SOUTH OF WITNESS POST, 52 FEET
 TD0074'WEST OF TRUNK HIGHWAY 32, STATION FALLS IN DITCH BOTTOM
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0828 ***********************************************************************
 QP0828  DESIGNATION -  1138
 QP0828  PID         -  QP0828
 QP0828  STATE/COUNTY-  MN/STEVENS
 QP0828  COUNTRY     -  US
 QP0828  USGS QUAD   -  MORRIS (1994)
 QP0828
 QP0828                         *CURRENT SURVEY CONTROL
 QP0828  ______________________________________________________________________
 QP0828* NAD 83(1986) POSITION- 45 35 13.     (N) 095 54 38.     (W)   SCALED    
 QP0828* NAVD 88 ORTHO HEIGHT -   346.455  (meters)    1136.66  (feet) ADJUSTED  
 QP0828  ______________________________________________________________________
 QP0828  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 QP0828  DYNAMIC HEIGHT  -        346.443 (meters)     1136.62  (feet) COMP
 QP0828  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 QP0828
 QP0828  VERT ORDER      -  SECOND    CLASS 0
 QP0828
 QP0828.The horizontal coordinates were scaled from a topographic map and have
 QP0828.an estimated accuracy of +/- 6 seconds.
 QP0828.
 QP0828.The orthometric height was determined by differential leveling and
 QP0828.adjusted in June 1991.
 QP0828
 QP0828.The dynamic height is computed by dividing the NAVD 88
 QP0828.geopotential number by the normal gravity value computed on the
 QP0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0828.degrees latitude (g = 980.6199 gals.).
 QP0828
 QP0828.The modeled gravity was interpolated from observed gravity values.
 QP0828
 QP0828;                    North         East    Units  Estimated Accuracy
 QP0828;SPC MN C     -   166,600.      670,420.      MT  (+/- 180 meters Scaled)
 QP0828
 QP0828                          SUPERSEDED SURVEY CONTROL
 QP0828
 QP0828  NGVD 29 (??/??/92)  346.254  (m)         1136.00   (f) ADJ UNCH    2 0
 QP0828
 QP0828.Superseded values are not recommended for survey control.
 QP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0828.See file dsdata.txt to determine how the superseded data were derived.
 QP0828
 QP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL729522(NAD 83)
 QP0828
 QP0828_MARKER: DD = SURVEY DISK
 QP0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0828_SP_SET: WATER TABLE
 QP0828_STAMPING: 1138
 QP0828_MARK LOGO: USGS  
 QP0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0828
 QP0828  HISTORY     - Date     Condition        Report By
 QP0828  HISTORY     - UNK      MONUMENTED       USGS
 QP0828  HISTORY     - 1934     GOOD             CGS
 QP0828  HISTORY     - 20071109 MARK NOT FOUND   MNDT
 QP0828
 QP0828                          STATION DESCRIPTION
 QP0828
 QP0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0828'IN MORRIS.
 QP0828'SET IN THE SOUTHWEST CORNER OF CITIZENS STATE BANK IN WATER TABLE.
 QP0828'JUST EAST OF FRONT (SOUTHWEST) ENTRANCE AND 2 FEET ABOVE THE SIDE
 QP0828'WALK.
 QP0828
 QP0828                          STATION RECOVERY (2007)
 QP0828
 QP0828'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QP0828'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0071 ***********************************************************************
 TD0071  DESIGNATION -  1139
 TD0071  PID         -  TD0071
 TD0071  STATE/COUNTY-  MN/MARSHALL
 TD0071  COUNTRY     -  US
 TD0071  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 TD0071
 TD0071                         *CURRENT SURVEY CONTROL
 TD0071  ______________________________________________________________________
 TD0071* NAD 83(1986) POSITION- 48 12 22.7    (N) 096 11 39.7    (W)   HD_HELD2  
 TD0071* NAVD 88 ORTHO HEIGHT -   347.189  (meters)    1139.07  (feet) ADJUSTED  
 TD0071  ______________________________________________________________________
 TD0071  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 TD0071  DYNAMIC HEIGHT  -        347.259 (meters)     1139.30  (feet) COMP
 TD0071  MODELED GRAVITY -    980,802.4   (mgal)                       NAVD 88
 TD0071
 TD0071  VERT ORDER      -  SECOND    CLASS I
 TD0071
 TD0071.The horizontal coordinates were established by autonomous hand held GPS
 TD0071.observations and have an estimated accuracy of +/- 10 meters.
 TD0071.
 TD0071.The orthometric height was determined by differential leveling and
 TD0071.adjusted in November 2008.
 TD0071
 TD0071.No vertical observational check was made to the station.
 TD0071
 TD0071.The dynamic height is computed by dividing the NAVD 88
 TD0071.geopotential number by the normal gravity value computed on the
 TD0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0071.degrees latitude (g = 980.6199 gals.).
 TD0071
 TD0071.The modeled gravity was interpolated from observed gravity values.
 TD0071
 TD0071;                    North         East    Units  Estimated Accuracy
 TD0071;SPC MN N     -   294,301.      570,083.      MT  (+/- 10 meters HH2 GPS)
 TD0071
 TD0071                          SUPERSEDED SURVEY CONTROL
 TD0071
 TD0071  NAVD 88 (07/09/04)  347.165  (m)         1138.99   (f) SUPERSEDED  2 1
 TD0071  NAVD 88 (06/15/91)  347.007  (m)         1138.47   (f) SUPERSEDED  1 2
 TD0071  NGVD 29 (??/??/92)  346.599  (m)         1137.13   (f) ADJ UNCH    1 2
 TD0071
 TD0071.Superseded values are not recommended for survey control.
 TD0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0071.See file dsdata.txt to determine how the superseded data were derived.
 TD0071
 TD0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0844343036(NAD 83)
 TD0071
 TD0071_MARKER: P = PIPE CAP
 TD0071_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0071_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0071_STAMPING: 1139
 TD0071_MARK LOGO: USGS  
 TD0071_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TD0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0071+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 TD0071
 TD0071  HISTORY     - Date     Condition        Report By
 TD0071  HISTORY     - 1912     MONUMENTED       USGS
 TD0071  HISTORY     - 1940     GOOD             CGS
 TD0071  HISTORY     - 20030710 GOOD             MNDT
 TD0071
 TD0071                          STATION DESCRIPTION
 TD0071
 TD0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0071'6.0 MI S FROM HOLT.
 TD0071'6.0 MILES SOUTH.  6.3 MILES NORTH OF THIEF RIVER FALLS.  2 POLES SOUTH
 TD0071'OF MILE POST 25 ALONG RAILROAD, 27.7 FEET WEST OF WEST RAIL, 54.0 FEET
 TD0071'EAST OF GRAVEL ROAD PARALLELING TRACK, 3.8 FEET NORTHEAST OF TELEPHONE
 TD0071'POLE, 1.2 FEET SOUTH FO WHITE MARKER POST.
 TD0071
 TD0071                          STATION RECOVERY (2003)
 TD0071
 TD0071'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KMS)
 TD0071'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0692 ***********************************************************************
 QP0692  DESIGNATION -  1142.7
 QP0692  PID         -  QP0692
 QP0692  STATE/COUNTY-  MN/KANDIYOHI
 QP0692  COUNTRY     -  US
 QP0692  USGS QUAD   -  WILLMAR (1994)
 QP0692
 QP0692                         *CURRENT SURVEY CONTROL
 QP0692  ______________________________________________________________________
 QP0692* NAD 83(1986) POSITION- 45 07 19.     (N) 095 02 36.     (W)   SCALED    
 QP0692* NAVD 88 ORTHO HEIGHT -   348.298  (meters)    1142.71  (feet) ADJUSTED  
 QP0692  ______________________________________________________________________
 QP0692  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP0692  DYNAMIC HEIGHT  -        348.274 (meters)     1142.63  (feet) COMP
 QP0692  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 QP0692
 QP0692  VERT ORDER      -  FIRST     CLASS II
 QP0692
 QP0692.The horizontal coordinates were scaled from a topographic map and have
 QP0692.an estimated accuracy of +/- 6 seconds.
 QP0692.
 QP0692.The orthometric height was determined by differential leveling and
 QP0692.adjusted in June 1991.
 QP0692
 QP0692.The dynamic height is computed by dividing the NAVD 88
 QP0692.geopotential number by the normal gravity value computed on the
 QP0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0692.degrees latitude (g = 980.6199 gals.).
 QP0692
 QP0692.The modeled gravity was interpolated from observed gravity values.
 QP0692
 QP0692;                    North         East    Units  Estimated Accuracy
 QP0692;SPC MN S     -   336,300.      717,920.      MT  (+/- 180 meters Scaled)
 QP0692
 QP0692                          SUPERSEDED SURVEY CONTROL
 QP0692
 QP0692  NGVD 29 (??/??/??)  348.30   (m)         1142.7    (f) RESET       3  
 QP0692
 QP0692.Superseded values are not recommended for survey control.
 QP0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0692.See file dsdata.txt to determine how the superseded data were derived.
 QP0692
 QP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392985(NAD 83)
 QP0692
 QP0692_MARKER: Q = CHISELED SQUARE
 QP0692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP0692_SP_SET: BRIDGE
 QP0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0692
 QP0692  HISTORY     - Date     Condition        Report By
 QP0692  HISTORY     - UNK      MONUMENTED       MNDT
 QP0692  HISTORY     - 1934     GOOD             MNDT
 QP0692
 QP0692                          STATION DESCRIPTION
 QP0692
 QP0692'DESCRIBED BY MN DEPT OF TRANSP 1934
 QP0692'IN WILLMAR.
 QP0692'IN THE EAST PART OF WILLMAR, KANDIYOHI COUNTY, NEAR THE INTERSECTION
 QP0692'OF LITCHFIELD AVENUE AND FIRST STREET, ON THE EAST SIDE OF A BRIDGE,
 QP0692'16.7 FEET EAST OF THE CENTERLINE OF THE BRIDGE ROADWAY, 1.7 FEET SOUTH
 QP0692'OF THE EXTREME SOUTH END OF THE BRIDGE CURB, ON THE RADIAL POINT OF
 QP0692'THE CURB, AND 0.9 FEET SOUTH OF THE SOUTHEAST RAIL POST.  AN X IN A
 QP0692'2-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0056 ***********************************************************************
 TD0056  DESIGNATION -  1143
 TD0056  PID         -  TD0056
 TD0056  STATE/COUNTY-  MN/MARSHALL
 TD0056  COUNTRY     -  US
 TD0056  USGS QUAD   -  MIDDLE RIVER (1962)
 TD0056
 TD0056                         *CURRENT SURVEY CONTROL
 TD0056  ______________________________________________________________________
 TD0056* NAD 83(2007) POSITION- 48 22 37.14387(N) 096 10 16.29070(W)   ADJUSTED  
 TD0056* NAD 83(2007) ELLIP HT-   321.196 (meters)        (07/11/08)   ADJUSTED
 TD0056* NAD 83(2007) EPOCH   -  2002.00
 TD0056* NAVD 88 ORTHO HEIGHT -   348.361  (meters)    1142.91  (feet) ADJUSTED  
 TD0056  ______________________________________________________________________
 TD0056  NAD 83(2007) X  -   -456,301.742 (meters)                     COMP
 TD0056  NAD 83(2007) Y  - -4,220,090.287 (meters)                     COMP
 TD0056  NAD 83(2007) Z  -  4,745,062.633 (meters)                     COMP
 TD0056  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC09
 TD0056  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 TD0056  DYNAMIC HEIGHT  -        348.444 (meters)     1143.19  (feet) COMP
 TD0056  MODELED GRAVITY -    980,839.7   (mgal)                       NAVD 88
 TD0056
 TD0056  HORZ ORDER      -  FIRST
 TD0056  VERT ORDER      -  FIRST     CLASS II
 TD0056  ELLP ORDER      -  FIRST     CLASS I
 TD0056
 TD0056.The horizontal coordinates were established by GPS observations
 TD0056.and adjusted by the MN DEPT OF TRANSP in July 2008.
 TD0056
 TD0056.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TD0056.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TD0056
 TD0056.The horizontal coordinates are valid at the epoch date displayed above
 TD0056.which is a decimal equivalence of Year/Month/Day.
 TD0056
 TD0056.The orthometric height was determined by differential leveling and
 TD0056.adjusted in June 1991.
 TD0056
 TD0056.Photographs are available for this station.
 TD0056
 TD0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD0056
 TD0056.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD0056
 TD0056.The ellipsoidal height was determined by GPS observations
 TD0056.and is referenced to NAD 83.
 TD0056
 TD0056.The dynamic height is computed by dividing the NAVD 88
 TD0056.geopotential number by the normal gravity value computed on the
 TD0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0056.degrees latitude (g = 980.6199 gals.).
 TD0056
 TD0056.The modeled gravity was interpolated from observed gravity values.
 TD0056
 TD0056. The following values were computed from the NAD 83(2007) position.
 TD0056
 TD0056;                    North         East     Units Scale Factor Converg.
 TD0056;SPC MN N     -   313,194.765   572,557.740   MT  0.99994751   -2 16 35.1
 TD0056;SPC MN N     - 1,027,539.82  1,878,466.52   sFT  0.99994751   -2 16 35.1
 TD0056;UTM  14      - 5,362,068.709   709,464.500   MT  1.00013911   +2 06 55.4
 TD0056
 TD0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0056!SPC MN N     -   0.99994966  x   0.99994751  =   0.99989718
 TD0056!UTM  14      -   0.99994966  x   1.00013911  =   1.00008877
 TD0056
 TD0056                          SUPERSEDED SURVEY CONTROL
 TD0056
 TD0056  NAVD 88 (07/11/08)  348.29   (m)         1142.7    (f) LEVELING    3  
 TD0056  NGVD 29 (??/??/92)  347.961  (m)         1141.60   (f) ADJ UNCH    1 2
 TD0056
 TD0056.Superseded values are not recommended for survey control.
 TD0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0056.See file dsdata.txt to determine how the superseded data were derived.
 TD0056
 TD0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0946462068(NAD 83)
 TD0056
 TD0056_MARKER: DB = BENCH MARK DISK
 TD0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0056_STAMPING: 1143
 TD0056_MARK LOGO: USGS  
 TD0056_PROJECTION: PROJECTING 20 CENTIMETERS
 TD0056_MAGNETIC: P = MARKER IS A STEEL PIPE
 TD0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD0056+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 TD0056
 TD0056  HISTORY     - Date     Condition        Report By
 TD0056  HISTORY     - UNK      MONUMENTED       USGS
 TD0056  HISTORY     - 1940     GOOD             CGS
 TD0056  HISTORY     - 20070628 GOOD             MNDT
 TD0056
 TD0056                          STATION DESCRIPTION
 TD0056
 TD0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0056'4.0 MI S FROM MIDDLE RIVER.
 TD0056'2 POLES SOUTH OF MILE POST 38 ALONG RAILROAD, 44.4 FEET WEST OF WEST
 TD0056'RAIL, 2.8 FEET EAST OF R.O.W. FENCE, 2.3 FEET SOUTH OF WHITE MARKER
 TD0056'POST.
 TD0056
 TD0056                          STATION RECOVERY (2007)
 TD0056
 TD0056'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD0056'4 MILES SOUTH ALONG RAILROAD FROM MIDDLE RIVER, 2 POLES SOUTH OF
 TD0056'RAILROAD MILEPOST 38, 44.4 FEET WEST OF WEST RAIL OF RAILROAD, 1.0 FT
 TD0056'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0060 ***********************************************************************
 TD0060  DESIGNATION -  1144
 TD0060  PID         -  TD0060
 TD0060  STATE/COUNTY-  MN/MARSHALL
 TD0060  COUNTRY     -  US
 TD0060  USGS QUAD   -  HOLT (1962)
 TD0060
 TD0060                         *CURRENT SURVEY CONTROL
 TD0060  ______________________________________________________________________
 TD0060* NAD 83(1986) POSITION- 48 20 13.     (N) 096 11 33.     (W)   SCALED    
 TD0060* NAVD 88 ORTHO HEIGHT -   348.787  (meters)    1144.31  (feet) ADJUSTED  
 TD0060  ______________________________________________________________________
 TD0060  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 TD0060  DYNAMIC HEIGHT  -        348.868 (meters)     1144.58  (feet) COMP
 TD0060  MODELED GRAVITY -    980,831.6   (mgal)                       NAVD 88
 TD0060
 TD0060  VERT ORDER      -  FIRST     CLASS II
 TD0060
 TD0060.The horizontal coordinates were scaled from a topographic map and have
 TD0060.an estimated accuracy of +/- 6 seconds.
 TD0060.
 TD0060.The orthometric height was determined by differential leveling and
 TD0060.adjusted in June 1991.
 TD0060
 TD0060.The dynamic height is computed by dividing the NAVD 88
 TD0060.geopotential number by the normal gravity value computed on the
 TD0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0060.degrees latitude (g = 980.6199 gals.).
 TD0060
 TD0060.The modeled gravity was interpolated from observed gravity values.
 TD0060
 TD0060;                    North         East    Units  Estimated Accuracy
 TD0060;SPC MN N     -   308,810.      570,800.      MT  (+/- 180 meters Scaled)
 TD0060
 TD0060                          SUPERSEDED SURVEY CONTROL
 TD0060
 TD0060  NGVD 29 (??/??/92)  348.386  (m)         1143.00   (f) ADJ UNCH    1 2
 TD0060
 TD0060.Superseded values are not recommended for survey control.
 TD0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0060.See file dsdata.txt to determine how the superseded data were derived.
 TD0060
 TD0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU080575(NAD 83)
 TD0060
 TD0060_MARKER: P = PIPE CAP
 TD0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0060_STAMPING: 1144
 TD0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0060
 TD0060  HISTORY     - Date     Condition        Report By
 TD0060  HISTORY     - 1912     MONUMENTED       USGS
 TD0060  HISTORY     - 1940     GOOD             CGS
 TD0060  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0060
 TD0060                          STATION DESCRIPTION
 TD0060
 TD0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0060'3.1 MI N FROM HOLT.
 TD0060'3.1 MILES NORTH.  2 POLES SOUTH OF MILE POST 35 ALONG RAILROAD, 45.4
 TD0060'FEET WEST OF WEST RAIL, 15.0 FEET WEST OF TELEPHONE POLE, 0.15 MILE
 TD0060'SOUTH OF SCHOOLHOUSE, 2.0 FEET SOUTH OF WHITE MARKER POST.
 TD0060
 TD0060                          STATION RECOVERY (2003)
 TD0060
 TD0060'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 TD0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0053 ***********************************************************************
 TD0053  DESIGNATION -  1147
 TD0053  PID         -  TD0053
 TD0053  STATE/COUNTY-  MN/MARSHALL
 TD0053  COUNTRY     -  US
 TD0053  USGS QUAD   -  MIDDLE RIVER (1962)
 TD0053
 TD0053                         *CURRENT SURVEY CONTROL
 TD0053  ______________________________________________________________________
 TD0053* NAD 83(1986) POSITION- 48 25 12.     (N) 096 09 59.     (W)   SCALED    
 TD0053* NAVD 88 ORTHO HEIGHT -   349.605  (meters)    1147.00  (feet) ADJUSTED  
 TD0053  ______________________________________________________________________
 TD0053  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 TD0053  DYNAMIC HEIGHT  -        349.690 (meters)     1147.27  (feet) COMP
 TD0053  MODELED GRAVITY -    980,842.7   (mgal)                       NAVD 88
 TD0053
 TD0053  VERT ORDER      -  FIRST     CLASS II
 TD0053
 TD0053.The horizontal coordinates were scaled from a topographic map and have
 TD0053.an estimated accuracy of +/- 6 seconds.
 TD0053.
 TD0053.The orthometric height was determined by differential leveling and
 TD0053.adjusted in June 1991.
 TD0053
 TD0053.The dynamic height is computed by dividing the NAVD 88
 TD0053.geopotential number by the normal gravity value computed on the
 TD0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0053.degrees latitude (g = 980.6199 gals.).
 TD0053
 TD0053.The modeled gravity was interpolated from observed gravity values.
 TD0053
 TD0053;                    North         East    Units  Estimated Accuracy
 TD0053;SPC MN N     -   317,960.      573,100.      MT  (+/- 180 meters Scaled)
 TD0053
 TD0053                          SUPERSEDED SURVEY CONTROL
 TD0053
 TD0053  NGVD 29 (??/??/92)  349.205  (m)         1145.68   (f) ADJ UNCH    1 2
 TD0053
 TD0053.Superseded values are not recommended for survey control.
 TD0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0053.See file dsdata.txt to determine how the superseded data were derived.
 TD0053
 TD0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU096668(NAD 83)
 TD0053
 TD0053_MARKER: DD = SURVEY DISK
 TD0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0053_STAMPING: 1147
 TD0053_MARK LOGO: USGS  
 TD0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0053
 TD0053  HISTORY     - Date     Condition        Report By
 TD0053  HISTORY     - UNK      MONUMENTED       USGS
 TD0053  HISTORY     - 1940     GOOD             CGS
 TD0053  HISTORY     - 20070628 MARK NOT FOUND   MNDT
 TD0053
 TD0053                          STATION DESCRIPTION
 TD0053
 TD0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0053'0.9 MI S FROM MIDDLE RIVER.
 TD0053'0.9 MILE SOUTH.  2 POLES SOUTH OF MILE POST 41 ALONG RAILROAD, 35.5
 TD0053'FEET WEST OF WEST RAIL, 4.5 FEET WEST OF TELEPHONE POLE, 2.5 FEET
 TD0053'NORTH OF WHITE MARKER POST.
 TD0053
 TD0053                          STATION RECOVERY (2007)
 TD0053
 TD0053'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 TD0053'0.9 MILE SOUTH ALONG RAILROAD FROM MIDDLE RIVER, 35.5 FEET WEST OF
 TD0053'WEST RAIL OF RAILROAD TRACKS, 2 POLES SOUTH OF RAILROAD MILEPOST 41,
 TD0053'4.5 FEET WEST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0068 ***********************************************************************
 TD0068  DESIGNATION -  1152
 TD0068  PID         -  TD0068
 TD0068  STATE/COUNTY-  MN/MARSHALL
 TD0068  COUNTRY     -  US
 TD0068  USGS QUAD   -  HOLT (1962)
 TD0068
 TD0068                         *CURRENT SURVEY CONTROL
 TD0068  ______________________________________________________________________
 TD0068* NAD 83(1986) POSITION- 48 14 59.     (N) 096 11 40.     (W)   SCALED    
 TD0068* NAVD 88 ORTHO HEIGHT -   351.303  (meters)    1152.57  (feet) ADJUSTED  
 TD0068  ______________________________________________________________________
 TD0068  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 TD0068  DYNAMIC HEIGHT  -        351.376 (meters)     1152.81  (feet) COMP
 TD0068  MODELED GRAVITY -    980,809.1   (mgal)                       NAVD 88
 TD0068
 TD0068  VERT ORDER      -  FIRST     CLASS II
 TD0068
 TD0068.The horizontal coordinates were scaled from a topographic map and have
 TD0068.an estimated accuracy of +/- 6 seconds.
 TD0068.
 TD0068.The orthometric height was determined by differential leveling and
 TD0068.adjusted in June 1991.
 TD0068
 TD0068.The dynamic height is computed by dividing the NAVD 88
 TD0068.geopotential number by the normal gravity value computed on the
 TD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0068.degrees latitude (g = 980.6199 gals.).
 TD0068
 TD0068.The modeled gravity was interpolated from observed gravity values.
 TD0068
 TD0068;                    North         East    Units  Estimated Accuracy
 TD0068;SPC MN N     -   299,130.      570,270.      MT  (+/- 180 meters Scaled)
 TD0068
 TD0068                          SUPERSEDED SURVEY CONTROL
 TD0068
 TD0068  NGVD 29 (??/??/92)  350.895  (m)         1151.23   (f) ADJ UNCH    1 2
 TD0068
 TD0068.Superseded values are not recommended for survey control.
 TD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0068.See file dsdata.txt to determine how the superseded data were derived.
 TD0068
 TD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU082478(NAD 83)
 TD0068
 TD0068_MARKER: P = PIPE CAP
 TD0068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0068_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0068_STAMPING: 1152
 TD0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0068+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 TD0068
 TD0068  HISTORY     - Date     Condition        Report By
 TD0068  HISTORY     - 1912     MONUMENTED       USGS
 TD0068  HISTORY     - 1940     GOOD             CGS
 TD0068  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0068
 TD0068                          STATION DESCRIPTION
 TD0068
 TD0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0068'3.0 MI S FROM HOLT.
 TD0068'3.0 MILES SOUTH.  2 POLES SOUTH OF MILE POST 28 ALONG RAILROAD, 24.5
 TD0068'FEET WEST OF WEST RAIL, 6.4 FEET NORTH OF TELEPHONE POLE, 1. FEET
 TD0068'NORTH OF WHITE MARKER POST.
 TD0068
 TD0068                          STATION RECOVERY (2003)
 TD0068
 TD0068'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 TD0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1820 ***********************************************************************
 QP1820  DESIGNATION -  1152.64
 QP1820  PID         -  QP1820
 QP1820  STATE/COUNTY-  MN/GRANT
 QP1820  COUNTRY     -  US
 QP1820  USGS QUAD   -  ELBOW LAKE (1973)
 QP1820
 QP1820                         *CURRENT SURVEY CONTROL
 QP1820  ______________________________________________________________________
 QP1820* NAD 83(1986) POSITION- 45 54 43.     (N) 095 52 58.     (W)   SCALED    
 QP1820* NAVD 88 ORTHO HEIGHT -   351.529  (meters)    1153.31  (feet) ADJUSTED  
 QP1820  ______________________________________________________________________
 QP1820  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 QP1820  DYNAMIC HEIGHT  -        351.526 (meters)     1153.30  (feet) COMP
 QP1820  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 QP1820
 QP1820  VERT ORDER      -  SECOND    CLASS I
 QP1820
 QP1820.The horizontal coordinates were scaled from a topographic map and have
 QP1820.an estimated accuracy of +/- 6 seconds.
 QP1820.
 QP1820.The orthometric height was determined by differential leveling and
 QP1820.adjusted in June 1995.
 QP1820
 QP1820.The dynamic height is computed by dividing the NAVD 88
 QP1820.geopotential number by the normal gravity value computed on the
 QP1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1820.degrees latitude (g = 980.6199 gals.).
 QP1820
 QP1820.The modeled gravity was interpolated from observed gravity values.
 QP1820
 QP1820;                    North         East    Units  Estimated Accuracy
 QP1820;SPC MN C     -   202,670.      673,340.      MT  (+/- 180 meters Scaled)
 QP1820
 QP1820                          SUPERSEDED SURVEY CONTROL
 QP1820
 QP1820.No superseded survey control is available for this station.
 QP1820
 QP1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL764883(NAD 83)
 QP1820
 QP1820_MARKER: DB = BENCH MARK DISK
 QP1820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1820_SP_SET: ABUTMENT OF BOX CULVERT
 QP1820_STAMPING: BM ELEV 1152.64 USC+GS DATUM
 QP1820_MARK LOGO: MNDNR 
 QP1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1820+STABILITY: SURFACE MOTION
 QP1820
 QP1820  HISTORY     - Date     Condition        Report By
 QP1820  HISTORY     - 1930     MONUMENTED       MNDNR
 QP1820  HISTORY     - 1979     GOOD             MNDT
 QP1820
 QP1820                          STATION DESCRIPTION
 QP1820
 QP1820'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1820'IN BARRETT.
 QP1820'THE MARK IS LOCATED 0.35 MILE EAST ALONG COUNTY ROAD 2 FROM ITS
 QP1820'JUNCTION WITH TRUNK HIGHWAY 55 IN BARRETT AT THE POMME DE TERRE RIVER
 QP1820'IN THE SE 1/4 OF SECTION 12, T128N, R42W.  THE MARK IS 15.6 FEET
 QP1820'SOUTH OF AND ABOUT 6 INCHES HIGHER THAN THE CENTERLINE OF COUNTY ROAD
 QP1820'2 AND 2.2 FEET EAST OF THE WEST END OF THE CONCRETE ABUTMENT.  THE
 QP1820'MARK, A 2 INCH ROUND STATE CONSERVATION DEPARTMENT BRASS DISK
 QP1820'STAMPED---BM ELEV 1152.64 USC+GS DATUM---, IS CEMENTED INTO THE
 QP1820'SOUTHWEST CORNER OF THE CONCRETE ABUTMENT AND RAILING SUPPORT ON A
 QP1820'BOX CULVERT WITH A DAM IN IT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0065 ***********************************************************************
 TD0065  DESIGNATION -  1157
 TD0065  PID         -  TD0065
 TD0065  STATE/COUNTY-  MN/MARSHALL
 TD0065  COUNTRY     -  US
 TD0065  USGS QUAD   -  HOLT (1962)
 TD0065
 TD0065                         *CURRENT SURVEY CONTROL
 TD0065  ______________________________________________________________________
 TD0065* NAD 83(1986) POSITION- 48 17 34.     (N) 096 11 37.     (W)   SCALED    
 TD0065* NAVD 88 ORTHO HEIGHT -   352.335  (meters)    1155.95  (feet) ADJUSTED  
 TD0065  ______________________________________________________________________
 TD0065  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 TD0065  DYNAMIC HEIGHT  -        352.413 (meters)     1156.21  (feet) COMP
 TD0065  MODELED GRAVITY -    980,820.4   (mgal)                       NAVD 88
 TD0065
 TD0065  VERT ORDER      -  FIRST     CLASS II
 TD0065
 TD0065.The horizontal coordinates were scaled from a topographic map and have
 TD0065.an estimated accuracy of +/- 6 seconds.
 TD0065.
 TD0065.The orthometric height was determined by differential leveling and
 TD0065.adjusted in June 1991.
 TD0065
 TD0065.The dynamic height is computed by dividing the NAVD 88
 TD0065.geopotential number by the normal gravity value computed on the
 TD0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0065.degrees latitude (g = 980.6199 gals.).
 TD0065
 TD0065.The modeled gravity was interpolated from observed gravity values.
 TD0065
 TD0065;                    North         East    Units  Estimated Accuracy
 TD0065;SPC MN N     -   303,910.      570,520.      MT  (+/- 180 meters Scaled)
 TD0065
 TD0065                          SUPERSEDED SURVEY CONTROL
 TD0065
 TD0065  NGVD 29 (??/??/92)  351.930  (m)         1154.62   (f) ADJ UNCH    1 2
 TD0065
 TD0065.Superseded values are not recommended for survey control.
 TD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0065.See file dsdata.txt to determine how the superseded data were derived.
 TD0065
 TD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU081526(NAD 83)
 TD0065
 TD0065_MARKER: P = PIPE CAP
 TD0065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TD0065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TD0065_STAMPING: 1157
 TD0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TD0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0065+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 TD0065
 TD0065  HISTORY     - Date     Condition        Report By
 TD0065  HISTORY     - 1912     MONUMENTED       USGS
 TD0065  HISTORY     - 1940     GOOD             CGS
 TD0065  HISTORY     - 20030618 MARK NOT FOUND   MNDT
 TD0065
 TD0065                          STATION DESCRIPTION
 TD0065
 TD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 TD0065'IN HOLT.
 TD0065'AT THE RAILROAD STATION, 185. FEET NORTH OF THE NORTHEAST CORNER OF
 TD0065'THE STATION, 16.6 FEET WEST OF THE WEST RAIL OF MAIN LINE TRACK, 1.2
 TD0065'FEET EAST OF WHITE MARKER POST.
 TD0065
 TD0065                          STATION RECOVERY (2003)
 TD0065
 TD0065'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 TD0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3314 ***********************************************************************
 DL3314  DESIGNATION -  116 DRL
 DL3314  PID         -  DL3314
 DL3314  STATE/COUNTY-  MN/TODD
 DL3314  COUNTRY     -  US
 DL3314  USGS QUAD   -  ALDRICH SOUTH (1966)
 DL3314
 DL3314                         *CURRENT SURVEY CONTROL
 DL3314  ______________________________________________________________________
 DL3314* NAD 83(1986) POSITION- 46 19 31.9    (N) 094 53 01.7    (W)   HD_HELD2  
 DL3314* NAVD 88 ORTHO HEIGHT -   399.680  (meters)    1311.28  (feet) ADJUSTED  
 DL3314  ______________________________________________________________________
 DL3314  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DL3314  DYNAMIC HEIGHT  -        399.690 (meters)     1311.32  (feet) COMP
 DL3314  MODELED GRAVITY -    980,627.9   (mgal)                       NAVD 88
 DL3314
 DL3314  VERT ORDER      -  SECOND    CLASS I
 DL3314
 DL3314.The horizontal coordinates were established by autonomous hand held GPS
 DL3314.observations and have an estimated accuracy of +/- 10 meters.
 DL3314.
 DL3314.The orthometric height was determined by differential leveling and
 DL3314.adjusted in August 2009.
 DL3314
 DL3314.The dynamic height is computed by dividing the NAVD 88
 DL3314.geopotential number by the normal gravity value computed on the
 DL3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3314.degrees latitude (g = 980.6199 gals.).
 DL3314
 DL3314.The modeled gravity was interpolated from observed gravity values.
 DL3314
 DL3314;                    North         East    Units  Estimated Accuracy
 DL3314;SPC MN C     -   247,523.      751,196.      MT  (+/- 10 meters HH2 GPS)
 DL3314
 DL3314                          SUPERSEDED SURVEY CONTROL
 DL3314
 DL3314.No superseded survey control is available for this station.
 DL3314
 DL3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5499131941(NAD 83)
 DL3314
 DL3314_MARKER: DD = SURVEY DISK
 DL3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3314_STAMPING: 116 DRL 1965
 DL3314_MARK LOGO: USGS  
 DL3314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL3314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3314+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2002
 DL3314
 DL3314  HISTORY     - Date     Condition        Report By
 DL3314  HISTORY     - 1965     MONUMENTED       USGS
 DL3314  HISTORY     - 20021114 GOOD             MNDT
 DL3314
 DL3314                          STATION DESCRIPTION
 DL3314
 DL3314'DESCRIBED BY MN DEPT OF TRANSP 2002 (DAS)
 DL3314'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DL3314'ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF VERNDALE, 4.9 MI (7.9 KM)
 DL3314'WEST-SOUTHWEST OF STAPLES AND 4.3 MI (6.9 KM) SOUTHEAST OF ALDRICH.
 DL3314'76 FT (23.2 M) NORTH AND 50 FT (15.2 M) WEST OF THE JUNCTION OF TRUNK
 DL3314'HIGHWAY 210 AND CO ROAD 9, 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF POWER
 DL3314'POLE, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0307 ***********************************************************************
 TC0307  DESIGNATION -  1163 RESET
 TC0307  PID         -  TC0307
 TC0307  STATE/COUNTY-  MN/ROSEAU
 TC0307  COUNTRY     -  US
 TC0307  USGS QUAD   -  ROOSEVELT (1984)
 TC0307
 TC0307                         *CURRENT SURVEY CONTROL
 TC0307  ______________________________________________________________________
 TC0307* NAD 83(1986) POSITION- 48 48 06.     (N) 095 05 41.     (W)   SCALED    
 TC0307* NAVD 88 ORTHO HEIGHT -   354.909  (meters)    1164.40  (feet) POSTED    
 TC0307  ______________________________________________________________________
 TC0307  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 TC0307  DYNAMIC HEIGHT  -        355.00  (meters)     1164.7   (feet) COMP
 TC0307  MODELED GRAVITY -    980,851.9   (mgal)                       NAVD 88
 TC0307
 TC0307  VERT ORDER      -  * POSTED, Code C , SEE BELOW
 TC0307
 TC0307.The horizontal coordinates were scaled from a topographic map and have
 TC0307.an estimated accuracy of +/- 6 seconds.
 TC0307.
 TC0307.The orthometric height was determined by differential leveling
 TC0307.and adjusted by the  in 1992.
 TC0307
 TC0307.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 TC0307.rate of 2.1 thru 3.0 mm/km.
 TC0307
 TC0307.The dynamic height is computed by dividing the NAVD 88
 TC0307.geopotential number by the normal gravity value computed on the
 TC0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0307.degrees latitude (g = 980.6199 gals.).
 TC0307
 TC0307.The modeled gravity was interpolated from observed gravity values.
 TC0307
 TC0307;                    North         East    Units  Estimated Accuracy
 TC0307;SPC MN N     -   357,790.      653,470.      MT  (+/- 180 meters Scaled)
 TC0307
 TC0307                          SUPERSEDED SURVEY CONTROL
 TC0307
 TC0307  NGVD 29 (??/??/92)  354.49   (m)         1163.0    (f) COMPUTED    2 0
 TC0307
 TC0307.Superseded values are not recommended for survey control.
 TC0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0307.See file dsdata.txt to determine how the superseded data were derived.
 TC0307
 TC0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ461075(NAD 83)
 TC0307
 TC0307_MARKER: P = PIPE CAP
 TC0307_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0307_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0307_STAMPING: 1163 RESET 1966
 TC0307_MARK LOGO: USGS  
 TC0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0307
 TC0307  HISTORY     - Date     Condition        Report By
 TC0307  HISTORY     - 1966     MONUMENTED       USGS
 TC0307  HISTORY     - 1972     GOOD             MNDT
 TC0307  HISTORY     - 1981     POOR             NGS
 TC0307
 TC0307                          STATION DESCRIPTION
 TC0307
 TC0307'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0307'IN ROOSEVELT.
 TC0307'0.05 MILES NORTH ALONG COUNTY ROAD 12 FROM THE JUNCTION OF COUNTY ROAD
 TC0307'12 AND T.H. 11 AT ROOSEVELT, THENCE, 0.25 MILES NORTHWEST ALONG A
 TC0307'VILLAGE STREET (OLD T.H. 11), 38.5 FEET NORTHWEST OF THE NORTHEAST
 TC0307'CORNER OF THE CANADIAN NATIONAL RAILWAY STATION, 42 FEET NORTHEAST OF
 TC0307'THE NORTHEAST RAIL (NORTH ONE OF THREE TRACKS), 28 FEET SOUTHWEST OF
 TC0307'THE CENTER OF A VILLAGE STREET (OLD T.H. 11), A USGS CAP ON A 3 1/2
 TC0307'INCH PIPE PROJECTING 4 INCHES ABOVE GROUND.  CORNER OF SE 1/4, SEC 36,
 TC0307'T 162, R 35.
 TC0307
 TC0307                          STATION RECOVERY (1981)
 TC0307
 TC0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0307'0.1 KM (0.05 MI) NORTH ALONG COUNTY ROAD 17 FROM THE JUNCTION OF
 TC0307'STATE HIGHWAY 11 IN ROOSEVELT, THENCE 0.4 KM (0.25 MI) NORTHWEST
 TC0307'ALONG A VILLAGE STREET (0LD STATE HIGHWAY 11), 13.0 M (42.7 FT) NORTH
 TC0307'NORTHEAST OF THE NORTH RAIL OF NORTHERNMOST ONE OF THREE RAIL ROAD
 TC0307'TRACKS OF THE CANADIAN NATIONAL RAILWAY, 8.4 M ((27.6 FT) SOUTH
 TC0307'SOUTHWEST OF THE CENTER OF THE VILLAGE STREET, 30.8 M (101.0 FT)
 TC0307'SOUTHEAST OF THESE CORNER OF A LARGE CORRUGATED METAL BUILDING,
 TC0307'17.7 M (58.1 FT) SOUTH SOUTHWEST OF A LIGHT POLE, 19.8 M (64.3 FT)
 TC0307'EAST OF A RAILROAD BILL BOX MOUNTED ON A POST, NOTE, THE PIPE APPEARS
 TC0307'TO HAVE BEEN HIT AND IS LOOSE, IT IS TILTED NORTHWEST, PROJECTS 3
 TC0307'INCHES.
 TC0307'THE MARK IS ABOVE LEVEL WITH VILLAGE STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1819 ***********************************************************************
 QP1819  DESIGNATION -  1168
 QP1819  PID         -  QP1819
 QP1819  STATE/COUNTY-  MN/GRANT
 QP1819  COUNTRY     -  US
 QP1819  USGS QUAD   -  ELBOW LAKE (1973)
 QP1819
 QP1819                         *CURRENT SURVEY CONTROL
 QP1819  ______________________________________________________________________
 QP1819* NAD 83(1986) POSITION- 45 54 42.     (N) 095 53 15.     (W)   SCALED    
 QP1819* NAVD 88 ORTHO HEIGHT -   355.750  (meters)    1167.16  (feet) ADJUSTED  
 QP1819  ______________________________________________________________________
 QP1819  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 QP1819  DYNAMIC HEIGHT  -        355.747 (meters)     1167.15  (feet) COMP
 QP1819  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QP1819
 QP1819  VERT ORDER      -  SECOND    CLASS I
 QP1819
 QP1819.The horizontal coordinates were scaled from a topographic map and have
 QP1819.an estimated accuracy of +/- 6 seconds.
 QP1819.
 QP1819.The orthometric height was determined by differential leveling and
 QP1819.adjusted in June 1995.
 QP1819
 QP1819.The dynamic height is computed by dividing the NAVD 88
 QP1819.geopotential number by the normal gravity value computed on the
 QP1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1819.degrees latitude (g = 980.6199 gals.).
 QP1819
 QP1819.The modeled gravity was interpolated from observed gravity values.
 QP1819
 QP1819;                    North         East    Units  Estimated Accuracy
 QP1819;SPC MN C     -   202,640.      672,970.      MT  (+/- 180 meters Scaled)
 QP1819
 QP1819                          SUPERSEDED SURVEY CONTROL
 QP1819
 QP1819.No superseded survey control is available for this station.
 QP1819
 QP1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL760882(NAD 83)
 QP1819
 QP1819_MARKER: DB = BENCH MARK DISK
 QP1819_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1819+WITH SETTING: PAVEMENT
 QP1819_SP_SET: SANDSTONE DOORSILL
 QP1819_STAMPING: 1168
 QP1819_MARK LOGO: USGS  
 QP1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1819+STABILITY: SURFACE MOTION
 QP1819
 QP1819  HISTORY     - Date     Condition        Report By
 QP1819  HISTORY     - 1909     MONUMENTED       USGS
 QP1819  HISTORY     - 1979     GOOD             MNDT
 QP1819
 QP1819                          STATION DESCRIPTION
 QP1819
 QP1819'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1819'IN BARRETT.
 QP1819'THE MARK IS LOCATED IN BARRETT AT THE ENTRANCE TO THE PUBLIC SCHOOL
 QP1819'IN THE SE 1/4 OF SECTION 12, T128N, R42W.  THE MARK IS 79.7 FEET
 QP1819'SOUTH OF THE CENTER OF COUNTY ROAD 2, 38.7 FEET NORTHEAST OF THE
 QP1819'NORTHWEST CORNER OF THE 1-STORY BRICK ENTRANCE TO THE AUDITORIUM,
 QP1819'36.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE 2-STORY BRICK SCHOOL,
 QP1819'5.2 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE SCHOOL AND 0.6
 QP1819'FOOT NORTHWEST OF THE NORTHWEST FACE OF THE BRICK WALL.  THE MARK, A
 QP1819'STANDARD USGS BENCH MARK DISK IN A MUTILATED CONDITION IS SET IN THE
 QP1819'SANDSTONE DOORSILL OF THE SCHOOL AND ABOUT 1 FOOT ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5404 ***********************************************************************
 DG5404  DESIGNATION -  117 DRL
 DG5404  PID         -  DG5404
 DG5404  STATE/COUNTY-  MN/TODD
 DG5404  COUNTRY     -  US
 DG5404  USGS QUAD   -  ALDRICH SOUTH (1966)
 DG5404
 DG5404                         *CURRENT SURVEY CONTROL
 DG5404  ______________________________________________________________________
 DG5404* NAD 83(2007) POSITION- 46 16 54.71626(N) 094 52 37.23653(W)   ADJUSTED  
 DG5404* NAD 83(2007) ELLIP HT-   374.500 (meters)        (02/10/07)   ADJUSTED
 DG5404* NAD 83(2007) EPOCH   -  2002.00
 DG5404* NAVD 88 ORTHO HEIGHT -   401.4    (meters)    1317.    (feet) GPS OBS   
 DG5404  ______________________________________________________________________
 DG5404  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5404  GEOID HEIGHT    -        -26.85  (meters)                     GEOID99
 DG5404  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DG5404  NAD 83(2007) X  -   -375,434.661 (meters)                     COMP
 DG5404  NAD 83(2007) Y  - -4,400,000.067 (meters)                     COMP
 DG5404  NAD 83(2007) Z  -  4,587,226.688 (meters)                     COMP
 DG5404  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC09
 DG5404
 DG5404  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5404  Type                                         Horiz  Ellip  Dist(km)
 DG5404  -------------------------------------------------------------------
 DG5404  NETWORK                                       0.92   0.69
 DG5404  -------------------------------------------------------------------
 DG5404  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.10   0.78     10.24
 DG5404  -------------------------------------------------------------------
 DG5404  NOTE: Click here for information on individual local accuracy
 DG5404  values and other accuracy information.
 DG5404
 DG5404
 DG5404.The horizontal coordinates were established by GPS observations
 DG5404.and adjusted by the National Geodetic Survey in February 2007.
 DG5404
 DG5404.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5404.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5404
 DG5404.The horizontal coordinates are valid at the epoch date displayed above
 DG5404.which is a decimal equivalence of Year/Month/Day.
 DG5404
 DG5404.The orthometric height was determined by GPS observations and a
 DG5404.high-resolution geoid model.
 DG5404
 DG5404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5404
 DG5404.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5404
 DG5404.The ellipsoidal height was determined by GPS observations
 DG5404.and is referenced to NAD 83.
 DG5404
 DG5404. The following values were computed from the NAD 83(2007) position.
 DG5404
 DG5404;                    North         East     Units Scale Factor Converg.
 DG5404;SPC MN C     -   242,665.503   751,681.197   MT  0.99992245   -0 27 12.9
 DG5404;SPC MN C     -   796,145.07  2,466,140.73   sFT  0.99992245   -0 27 12.9
 DG5404;UTM  15      - 5,127,077.642   355,399.659   MT  0.99985703   -1 21 24.6
 DG5404
 DG5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5404!SPC MN C     -   0.99994130  x   0.99992245  =   0.99986375
 DG5404!UTM  15      -   0.99994130  x   0.99985703  =   0.99979833
 DG5404
 DG5404                          SUPERSEDED SURVEY CONTROL
 DG5404
 DG5404  NAD 83(1996)-  46 16 54.71606(N)    094 52 37.23630(W) AD(       ) 1
 DG5404  ELLIP H (05/07/04)  374.533  (m)                       GP(       ) 4 1
 DG5404
 DG5404.Superseded values are not recommended for survey control.
 DG5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5404.See file dsdata.txt to determine how the superseded data were derived.
 DG5404
 DG5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5539927077(NAD 83)
 DG5404
 DG5404_MARKER: S = SPIKE
 DG5404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5404_STAMPING: 117 DRL 1965
 DG5404_MARK LOGO: USGS  
 DG5404_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5404+STABILITY: SURFACE MOTION
 DG5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5404+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5404
 DG5404  HISTORY     - Date     Condition        Report By
 DG5404  HISTORY     - 1965     MONUMENTED       USGS
 DG5404  HISTORY     - 2003     GOOD             MNDT
 DG5404
 DG5404                          STATION DESCRIPTION
 DG5404
 DG5404'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5404'6.0 MI SW OF OF STAPLES, 2.50 MI SW ALONG TH 210 FROM JCT OF TH 210
 DG5404'AND TH 10 IN STAPLES, TO  MP 91.1 TH 210, THEN 3.05 MI SOUTH ALONG CO
 DG5404'RD 21, THEN 2.95 MI WEST ON CO RD 24, THEN 0.10 MI  WEST ON CO RD 9,
 DG5404'41 FT NORTH AND 9.5 FT ESE OF FIRST P-POLE WEST OF INTERSECTION, 13.5
 DG5404'FT  WEST OF FIELD ENT, 4.3 FT SW OF WIT POST, PROJECTS 2 INCHES,
 DG5404'MAGNETIC, SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6190 ***********************************************************************
 DF6190  DESIGNATION -  117 ES
 DF6190  PID         -  DF6190
 DF6190  STATE/COUNTY-  MN/MCLEOD
 DF6190  COUNTRY     -  US
 DF6190  USGS QUAD   -  HUTCHINSON EAST (1994)
 DF6190
 DF6190                         *CURRENT SURVEY CONTROL
 DF6190  ______________________________________________________________________
 DF6190* NAD 83(2007) POSITION- 44 53 33.82208(N) 094 15 19.51717(W)   ADJUSTED  
 DF6190* NAD 83(2007) ELLIP HT-   294.710 (meters)        (02/10/07)   ADJUSTED
 DF6190* NAD 83(2007) EPOCH   -  2002.00
 DF6190* NAVD 88 ORTHO HEIGHT -   322.158  (meters)    1056.95  (feet) ADJUSTED  
 DF6190  ______________________________________________________________________
 DF6190  NAD 83(2007) X  -   -335,858.528 (meters)                     COMP
 DF6190  NAD 83(2007) Y  - -4,513,743.278 (meters)                     COMP
 DF6190  NAD 83(2007) Z  -  4,479,118.979 (meters)                     COMP
 DF6190  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC09
 DF6190  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DF6190  DYNAMIC HEIGHT  -        322.128 (meters)     1056.85  (feet) COMP
 DF6190  MODELED GRAVITY -    980,512.2   (mgal)                       NAVD 88
 DF6190
 DF6190  VERT ORDER      -  SECOND    CLASS I
 DF6190
 DF6190  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6190  Type                                         Horiz  Ellip  Dist(km)
 DF6190  -------------------------------------------------------------------
 DF6190  NETWORK                                       0.85   0.73
 DF6190  -------------------------------------------------------------------
 DF6190  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.65      1.87
 DF6190  -------------------------------------------------------------------
 DF6190  NOTE: Click here for information on individual local accuracy
 DF6190  values and other accuracy information.
 DF6190
 DF6190
 DF6190.The horizontal coordinates were established by GPS observations
 DF6190.and adjusted by the National Geodetic Survey in February 2007.
 DF6190
 DF6190.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6190.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6190
 DF6190.The horizontal coordinates are valid at the epoch date displayed above
 DF6190.which is a decimal equivalence of Year/Month/Day.
 DF6190
 DF6190.The orthometric height was determined by differential leveling and
 DF6190.adjusted in February 2005.
 DF6190
 DF6190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6190
 DF6190.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6190
 DF6190.The ellipsoidal height was determined by GPS observations
 DF6190.and is referenced to NAD 83.
 DF6190
 DF6190.The dynamic height is computed by dividing the NAVD 88
 DF6190.geopotential number by the normal gravity value computed on the
 DF6190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6190.degrees latitude (g = 980.6199 gals.).
 DF6190
 DF6190.The modeled gravity was interpolated from observed gravity values.
 DF6190
 DF6190. The following values were computed from the NAD 83(2007) position.
 DF6190
 DF6190;                    North         East     Units Scale Factor Converg.
 DF6190;SPC MN S     -   310,337.689   779,824.421   MT  0.99994533   -0 10 44.5
 DF6190;SPC MN S     - 1,018,166.23  2,558,473.95   sFT  0.99994533   -0 10 44.5
 DF6190;UTM  15      - 4,971,800.562   400,869.090   MT  0.99972084   -0 53 10.1
 DF6190
 DF6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6190!SPC MN S     -   0.99995379  x   0.99994533  =   0.99989913
 DF6190!UTM  15      -   0.99995379  x   0.99972084  =   0.99967465
 DF6190
 DF6190:                Primary Azimuth Mark                     Grid Az
 DF6190:SPC MN S     -  HALVA                                    157 56 11.5
 DF6190:UTM  15      -  HALVA                                    158 38 37.1
 DF6190
 DF6190|---------------------------------------------------------------------|
 DF6190| PID    Reference Object                     Distance      Geod. Az  |
 DF6190|                                                           dddmmss.s |
 DF6190| DF6197 HALVA                               459.814 METERS 1574527.0 |
 DF6190|---------------------------------------------------------------------|
 DF6190
 DF6190                          SUPERSEDED SURVEY CONTROL
 DF6190
 DF6190  NAD 83(1996)-  44 53 33.82148(N)    094 15 19.51657(W) AD(       ) 1
 DF6190  ELLIP H (06/18/03)  294.749  (m)                       GP(       ) 3 1
 DF6190  NAVD 88 (06/18/03)  322.15   (m)         1056.9    (f) LEVELING    3  
 DF6190
 DF6190.Superseded values are not recommended for survey control.
 DF6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6190.See file dsdata.txt to determine how the superseded data were derived.
 DF6190
 DF6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0086971800(NAD 83)
 DF6190
 DF6190_MARKER: DB = BENCH MARK DISK
 DF6190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6190_STAMPING: 117 ES 1955 TT
 DF6190_MARK LOGO: USGS  
 DF6190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6190+STABILITY: SURFACE MOTION
 DF6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6190+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 DF6190
 DF6190  HISTORY     - Date     Condition        Report By
 DF6190  HISTORY     - 1955     MONUMENTED       USGS
 DF6190  HISTORY     - 1989     GOOD             MNDT
 DF6190  HISTORY     - 19980401 GOOD             MNDT
 DF6190
 DF6190                          STATION DESCRIPTION
 DF6190
 DF6190'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DF6190'THE MARK IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF THE CITY OF SILVER
 DF6190'LAKE, 2.6 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DF6190'COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE), AND IN THE SW 1/4 OF
 DF6190'SECTION 31, T117N, R29W.  THE MARK IS 89.5 FEET NORTH OF AND ABOUT
 DF6190'LEVEL WITH THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 147.7, 270 FEET
 DF6190'EAST OF COUNTY ROAD 71, 1.8 FEET WEST OF A POWER POLE, AND 1.1 FEET
 DF6190'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS SURVEY DISK
 DF6190'STAMPED---117 ES 1955 TT---, IS SET IN THE TOP OF A CONCRETE POST THAT
 DF6190'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 DF6190
 DF6190                          STATION RECOVERY (1998)
 DF6190
 DF6190'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DF6190'THE MARK IS LOCATED 2.6 MI (4.2 KM) WEST OF JCT OF TH 7 AND CO RD 16
 DF6190'AT SILVER LAKE, 89 FT (27.1 M) NORTH OF TH 7, AT TH 7 MP 147.7, 270 FT
 DF6190'(82.3 M) EAST OF CO RD 71, 1.5 FT (0.5 M) WSW OF P-POLE, 1.1 FT (0.3
 DF6190'M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2905 ***********************************************************************
 PP2905  DESIGNATION -  117 GJS
 PP2905  PID         -  PP2905
 PP2905  STATE/COUNTY-  MN/WASECA
 PP2905  COUNTRY     -  US
 PP2905  USGS QUAD   -  JANESVILLE (1966)
 PP2905
 PP2905                         *CURRENT SURVEY CONTROL
 PP2905  ______________________________________________________________________
 PP2905* NAD 83(2007) POSITION- 44 06 41.95474(N) 093 40 03.05609(W)   ADJUSTED  
 PP2905* NAD 83(2007) ELLIP HT-   312.822 (meters)        (02/10/07)   ADJUSTED
 PP2905* NAD 83(2007) EPOCH   -  2002.00
 PP2905* NAVD 88 ORTHO HEIGHT -   341.667  (meters)    1120.95  (feet) ADJUSTED  
 PP2905  ______________________________________________________________________
 PP2905  NAD 83(2007) X  -   -293,419.169 (meters)                     COMP
 PP2905  NAD 83(2007) Y  - -4,577,680.035 (meters)                     COMP
 PP2905  NAD 83(2007) Z  -  4,417,225.267 (meters)                     COMP
 PP2905  LAPLACE CORR    -          1.00  (seconds)                    DEFLEC09
 PP2905  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 PP2905  DYNAMIC HEIGHT  -        341.599 (meters)     1120.73  (feet) COMP
 PP2905  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 PP2905
 PP2905  VERT ORDER      -  SECOND    CLASS I
 PP2905
 PP2905  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP2905  Type                                         Horiz  Ellip  Dist(km)
 PP2905  -------------------------------------------------------------------
 PP2905  NETWORK                                       0.36   0.47
 PP2905  -------------------------------------------------------------------
 PP2905  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.40   0.49      3.30
 PP2905  -------------------------------------------------------------------
 PP2905  NOTE: Click here for information on individual local accuracy
 PP2905  values and other accuracy information.
 PP2905
 PP2905
 PP2905.The horizontal coordinates were established by GPS observations
 PP2905.and adjusted by the National Geodetic Survey in February 2007.
 PP2905
 PP2905.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP2905.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP2905
 PP2905.The horizontal coordinates are valid at the epoch date displayed above
 PP2905.which is a decimal equivalence of Year/Month/Day.
 PP2905
 PP2905.The orthometric height was determined by differential leveling and
 PP2905.adjusted in June 1995.
 PP2905
 PP2905.Photographs are available for this station.
 PP2905
 PP2905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP2905
 PP2905.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2905
 PP2905.The ellipsoidal height was determined by GPS observations
 PP2905.and is referenced to NAD 83.
 PP2905
 PP2905.The dynamic height is computed by dividing the NAVD 88
 PP2905.geopotential number by the normal gravity value computed on the
 PP2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2905.degrees latitude (g = 980.6199 gals.).
 PP2905
 PP2905.The modeled gravity was interpolated from observed gravity values.
 PP2905
 PP2905. The following values were computed from the NAD 83(2007) position.
 PP2905
 PP2905;                    North         East     Units Scale Factor Converg.
 PP2905;SPC MN S     -   223,571.820   826,615.713   MT  0.99994505   +0 13 59.0
 PP2905;SPC MN S     -   733,501.88  2,711,988.39   sFT  0.99994505   +0 13 59.0
 PP2905;UTM  15      - 4,884,490.730   446,582.957   MT  0.99963509   -0 27 52.7
 PP2905
 PP2905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2905!SPC MN S     -   0.99995095  x   0.99994505  =   0.99989600
 PP2905!UTM  15      -   0.99995095  x   0.99963509  =   0.99958606
 PP2905
 PP2905:                Primary Azimuth Mark                     Grid Az
 PP2905:SPC MN S     -  STA 32 EDJ                               359 36 38.8
 PP2905:UTM  15      -  STA 32 EDJ                               000 18 30.5
 PP2905
 PP2905|---------------------------------------------------------------------|
 PP2905| PID    Reference Object                     Distance      Geod. Az  |
 PP2905|                                                           dddmmss.s |
 PP2905| PP2908 STA 32 EDJ                          APPROX. 3.3 KM 3595037.8 |
 PP2905|---------------------------------------------------------------------|
 PP2905
 PP2905                          SUPERSEDED SURVEY CONTROL
 PP2905
 PP2905  NAD 83(1996)-  44 06 41.95464(N)    093 40 03.05567(W) AD(       ) 1
 PP2905  ELLIP H (07/31/00)  312.867  (m)                       GP(       ) 4 1
 PP2905  NAD 83(1996)-  44 06 41.96137(N)    093 40 03.04802(W) AD(       ) 3
 PP2905  NAD 83(1986)-  44 06 41.95594(N)    093 40 03.04795(W) AD(       ) 3
 PP2905  NAD 27      -  44 06 42.09694(N)    093 40 02.23817(W) AD(       ) 3
 PP2905  NAVD 88 (07/31/00)  341.67   (m)         1121.0    (f) LEVELING    3  
 PP2905  NGVD 29 (07/19/86)  341.7    (m)         1121.     (f) LEVELING    3  
 PP2905
 PP2905.Superseded values are not recommended for survey control.
 PP2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2905.See file dsdata.txt to determine how the superseded data were derived.
 PP2905
 PP2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4658284490(NAD 83)
 PP2905
 PP2905_MARKER: DB = BENCH MARK DISK
 PP2905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2905_SP_SET: PREFAB CONC. POST IN EARTH
 PP2905_STAMPING: 117 GJS 1963 1121
 PP2905_MARK LOGO: USGS  
 PP2905_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP2905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2905+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 PP2905
 PP2905  HISTORY     - Date     Condition        Report By
 PP2905  HISTORY     - 1963     MONUMENTED       USGS
 PP2905  HISTORY     - 1963     GOOD             USGS
 PP2905  HISTORY     - 19880620 GOOD             MNDT
 PP2905  HISTORY     - 19980406 GOOD             MNDT
 PP2905  HISTORY     - 20040608 GOOD             MNDT
 PP2905  HISTORY     - 20100604 MARK NOT FOUND   AEROME
 PP2905
 PP2905                          STATION DESCRIPTION
 PP2905
 PP2905'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 PP2905'TPS. 107 AND 108 N., R. 24 W., NEAR COR. SECS. 1, 2, 35, AND 36.  86
 PP2905'FT. S. AND 17 FT. W. OF CROSSROADS.  15 FT. N. AND LEVEL WITH THE N.
 PP2905'RAIL OF THE C. AND NW. RR.  A STANDARD TABLET IN CONCRETE POST STAMPED
 PP2905'---117 GJS 1963 1121---.
 PP2905
 PP2905                          STATION RECOVERY (1963)
 PP2905
 PP2905'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 PP2905'RECOVERED IN GOOD CONDITION.
 PP2905
 PP2905                          STATION RECOVERY (1988)
 PP2905
 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2905'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE CITY OF
 PP2905'JANSEVILLE, 2.05 MILES (3.30 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 PP2905'JUNCTION WITH MAIN STREET IN JANESVILLE, IN THE SOUTHWEST QUADRANT AT
 PP2905'THE JUNCTION WITH COUNTY ROAD 33, AND IN THE SE 1/4 OF SECTION 35,
 PP2905'T108N, R24W.  IT IS 89.0 FEET (27.1 M) SOUTH-SOUTHWEST OF THE
 PP2905'CENTERLINE OF HIGHWAY 14 AT MILEPOINT 149.4, 18.0 FEET (5.5 M) WEST
 PP2905'OF THE CENTER OF COUNTY ROAD 33, 15 FEET (4.6 M) NORTH-NORTHEAST OF
 PP2905'AND 1 FOOT (0.3 M) HIGHER THAN THE NORTH RAIL OF THE RAILWAY, 47.6
 PP2905'FEET (14.5 M) SOUTH-SOUTHEAST OF AN UNDERGOUND CABLE MARKER POST
 PP2905'(NUMBERED MN022141), 3.0 FEET (0.9 M) NORTH OF A RAILROAD CROSSING
 PP2905'SIGN, AND 0.6 FEET (18.3 CM) NORTHWEST OF A STEEL WITNESS POST.  THE
 PP2905'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---117 GJS 1963 1121---,
 PP2905'IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS
 PP2905'0.4 FOOT (12.2 CM) BELOW GROUND LEVEL.
 PP2905
 PP2905                          STATION RECOVERY (1998)
 PP2905
 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PP2905'THE MARK WAS RECOVERED AS DESCRIBED.
 PP2905
 PP2905                          STATION RECOVERY (2004)
 PP2905
 PP2905'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP2905'2.05 MILES (3.30 KM) EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK
 PP2905'HIGHWAY 14 AND MAIN ST AT JANESVILLE, NEAR JUNCTION OF TRUNK HIGHWAY
 PP2905'14 AND COUNT Y ROAD 33, AT TRUNK HIGHWAY 14 MILEPOINT 149.4, 89.0 FEET
 PP2905'(27.1 M) SOUTH-SOUTHW EST OF TRUNK HIGHWAY 14, 18.0 FEET (5.5 M) WEST
 PP2905'OF COUNTY ROAD 33, 15 FEET (4.6 M) NOR TH-NORTHEAST OF NORTH RAIL OF
 PP2905'RAILROAD TRACKS, 47.6 FEET (14.5 M) SOUTH-SOUTHEA ST OF UNDERGROUND
 PP2905'CABLE MARKER POST (MN022141) , 3.0 FEET (0.9 M) NORTH OF RAIL ROAD
 PP2905'CROSSING SIGN, 0.5 FEET (15.2 CM) NORTHWEST OF WITNESS POST
 PP2905
 PP2905                          STATION RECOVERY (2010)
 PP2905
 PP2905'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 PP2905'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6147 ***********************************************************************
 DG6147  DESIGNATION -  1178.75
 DG6147  PID         -  DG6147
 DG6147  STATE/COUNTY-  MN/MARSHALL
 DG6147  COUNTRY     -  US
 DG6147  USGS QUAD   -  GRYGLA (1973)
 DG6147
 DG6147                         *CURRENT SURVEY CONTROL
 DG6147  ______________________________________________________________________
 DG6147* NAD 83(1986) POSITION- 48 18 10.00   (N) 095 36 53.30   (W)   HD_HELD1  
 DG6147* NAVD 88 ORTHO HEIGHT -   359.929  (meters)    1180.87  (feet) ADJUSTED  
 DG6147  ______________________________________________________________________
 DG6147  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DG6147  DYNAMIC HEIGHT  -        360.011 (meters)     1181.14  (feet) COMP
 DG6147  MODELED GRAVITY -    980,828.6   (mgal)                       NAVD 88
 DG6147
 DG6147  VERT ORDER      -  SECOND    CLASS I
 DG6147
 DG6147.The horizontal coordinates were established by differentially corrected
 DG6147.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG6147.
 DG6147.The orthometric height was determined by differential leveling and
 DG6147.adjusted in February 2005.
 DG6147
 DG6147.No vertical observational check was made to the station.
 DG6147
 DG6147.Photographs are available for this station.
 DG6147
 DG6147.The dynamic height is computed by dividing the NAVD 88
 DG6147.geopotential number by the normal gravity value computed on the
 DG6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6147.degrees latitude (g = 980.6199 gals.).
 DG6147
 DG6147.The modeled gravity was interpolated from observed gravity values.
 DG6147
 DG6147;                    North         East    Units  Estimated Accuracy
 DG6147;SPC MN N     -   303,459.2     613,477.3     MT  (+/- 3 meters HH1 GPS) 
 DG6147
 DG6147                          SUPERSEDED SURVEY CONTROL
 DG6147
 DG6147.No superseded survey control is available for this station.
 DG6147
 DG6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0609953258(NAD 83)
 DG6147
 DG6147_MARKER: DV = VERTICAL CONTROL DISK
 DG6147_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG6147_SP_SET: BRIDGE ABUTMENT
 DG6147_STAMPING: 1178.75 1178.75 2003
 DG6147_MARK LOGO: MNDT  
 DG6147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6147+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DG6147
 DG6147  HISTORY     - Date     Condition        Report By
 DG6147  HISTORY     - 1995     MONUMENTED       MNDT
 DG6147  HISTORY     - 20030701 GOOD             MNDT
 DG6147  HISTORY     - 20090505 GOOD             MNDT
 DG6147
 DG6147                          STATION DESCRIPTION
 DG6147
 DG6147'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6147'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN
 DG6147'GRYGLA, IN ABUT AT SE COR OF BRDG NO 45556 OVER MUD RIVER, 0.15 MI
 DG6147'(0.24 KM) NORTH ALONG CO RD 54 FROM JCT OF CO RD 54 AND TH 89 IN
 DG6147'GRYGLA, 23.3 FT (7.1 M) WEST OF CO RD 54.  THE DISK WAS SET IN BRDG
 DG6147'WHEN BUILT IN 1995 THEN STAMPED IN 2003.
 DG6147
 DG6147                          STATION RECOVERY (2009)
 DG6147
 DG6147'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG6147'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5405 ***********************************************************************
 DG5405  DESIGNATION -  118 DRL
 DG5405  PID         -  DG5405
 DG5405  STATE/COUNTY-  MN/TODD
 DG5405  COUNTRY     -  US
 DG5405  USGS QUAD   -  BROWERVILLE NE (1966)
 DG5405
 DG5405                         *CURRENT SURVEY CONTROL
 DG5405  ______________________________________________________________________
 DG5405* NAD 83(2007) POSITION- 46 14 12.56167(N) 094 52 30.19542(W)   ADJUSTED  
 DG5405* NAD 83(2007) ELLIP HT-   385.014 (meters)        (02/10/07)   ADJUSTED
 DG5405* NAD 83(2007) EPOCH   -  2002.00
 DG5405* NAVD 88 ORTHO HEIGHT -   411.8    (meters)    1351.    (feet) GPS OBS   
 DG5405  ______________________________________________________________________
 DG5405  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5405  GEOID HEIGHT    -        -26.81  (meters)                     GEOID99
 DG5405  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DG5405  NAD 83(2007) X  -   -375,592.507 (meters)                     COMP
 DG5405  NAD 83(2007) Y  - -4,403,624.557 (meters)                     COMP
 DG5405  NAD 83(2007) Z  -  4,583,772.393 (meters)                     COMP
 DG5405  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC09
 DG5405
 DG5405  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5405  Type                                         Horiz  Ellip  Dist(km)
 DG5405  -------------------------------------------------------------------
 DG5405  NETWORK                                       1.34   1.86
 DG5405  -------------------------------------------------------------------
 DG5405  MEDIAN LOCAL ACCURACY AND DIST (003 points)   1.33   1.86     10.73
 DG5405  -------------------------------------------------------------------
 DG5405  NOTE: Click here for information on individual local accuracy
 DG5405  values and other accuracy information.
 DG5405
 DG5405
 DG5405.The horizontal coordinates were established by GPS observations
 DG5405.and adjusted by the National Geodetic Survey in February 2007.
 DG5405
 DG5405.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5405.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5405
 DG5405.The horizontal coordinates are valid at the epoch date displayed above
 DG5405.which is a decimal equivalence of Year/Month/Day.
 DG5405
 DG5405.The orthometric height was determined by GPS observations and a
 DG5405.high-resolution geoid model.
 DG5405
 DG5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5405
 DG5405.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5405
 DG5405.The ellipsoidal height was determined by GPS observations
 DG5405.and is referenced to NAD 83.
 DG5405
 DG5405. The following values were computed from the NAD 83(2007) position.
 DG5405
 DG5405;                    North         East     Units Scale Factor Converg.
 DG5405;SPC MN C     -   237,658.043   751,792.408   MT  0.99992348   -0 27 07.8
 DG5405;SPC MN C     -   779,716.43  2,466,505.59   sFT  0.99992348   -0 27 07.8
 DG5405;UTM  15      - 5,122,069.381   355,431.960   MT  0.99985692   -1 21 15.9
 DG5405
 DG5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5405!SPC MN C     -   0.99993965  x   0.99992348  =   0.99986313
 DG5405!UTM  15      -   0.99993965  x   0.99985692  =   0.99979658
 DG5405
 DG5405                          SUPERSEDED SURVEY CONTROL
 DG5405
 DG5405  NAD 83(1996)-  46 14 12.56145(N)    094 52 30.19508(W) AD(       ) 1
 DG5405  ELLIP H (05/07/04)  385.038  (m)                       GP(       ) 4 1
 DG5405
 DG5405.Superseded values are not recommended for survey control.
 DG5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5405.See file dsdata.txt to determine how the superseded data were derived.
 DG5405
 DG5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5543122069(NAD 83)
 DG5405
 DG5405_MARKER: S = SPIKE
 DG5405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5405_STAMPING: 118 DRL 1965
 DG5405_MARK LOGO: USGS  
 DG5405_PROJECTION: FLUSH
 DG5405_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5405+STABILITY: SURFACE MOTION
 DG5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5405+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5405
 DG5405  HISTORY     - Date     Condition        Report By
 DG5405  HISTORY     - 1965     MONUMENTED       USGS
 DG5405  HISTORY     - 2003     GOOD             MNDT
 DG5405
 DG5405                          STATION DESCRIPTION
 DG5405
 DG5405'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5405'8.0 MI SSW OF STAPLES, 2.50 MI SOUTH ALONG TH 210 FROM JCT OF TH 210
 DG5405'AND TH 10 IN STAPLES,  THEN 5.05 MI SOUTH ON CO RD 21 THEN 3.05 MI
 DG5405'WEST ON CO RD 74 (430TH ST), THEN 1.1 MI SOUTH ON  CO RD 81, 137.1 FT
 DG5405'NORTH OF P-POLE, 1.0 FT EAST OF WIT POST, FLUSH, MAGNETIC, SUITABLE
 DG5405'FOR  GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0665 ***********************************************************************
 PQ0665  DESIGNATION -  118 ES RESET
 PQ0665  PID         -  PQ0665
 PQ0665  STATE/COUNTY-  MN/MCLEOD
 PQ0665  COUNTRY     -  US
 PQ0665  USGS QUAD   -  BISCAY (1982)
 PQ0665
 PQ0665                         *CURRENT SURVEY CONTROL
 PQ0665  ______________________________________________________________________
 PQ0665* NAD 83(1996) POSITION- 44 51 07.41907(N) 094 15 13.66373(W)   NO CHECK  
 PQ0665* NAVD 88 ORTHO HEIGHT -   320.17   (+/-2cm)    1050.4   (feet) VERTCON   
 PQ0665  ______________________________________________________________________
 PQ0665  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 PQ0665  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC09
 PQ0665  HORZ ORDER      -  THIRD
 PQ0665  VERT ORDER      -  THIRD ? (See Below)
 PQ0665
 PQ0665.The horizontal coordinates were established by classical geodetic methods
 PQ0665.and adjusted by the National Geodetic Survey in March 1999.
 PQ0665.
 PQ0665.No horizontal observational check was made to the station.
 PQ0665.
 PQ0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0665
 PQ0665.The vertical order pertains to the NGVD 29 superseded value.
 PQ0665
 PQ0665.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0665
 PQ0665. The following values were computed from the NAD 83(1996) position.
 PQ0665
 PQ0665;                    North         East     Units Scale Factor Converg.
 PQ0665;SPC MN S     -   305,818.218   779,938.823   MT  0.99994073   -0 10 40.4
 PQ0665;SPC MN S     - 1,003,338.60  2,558,849.29   sFT  0.99994073   -0 10 40.4
 PQ0665;UTM  15      - 4,967,281.028   400,927.721   MT  0.99972069   -0 53 03.6
 PQ0665
 PQ0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0665!SPC MN S     -   0.99995412  x   0.99994073  =   0.99989485
 PQ0665!UTM  15      -   0.99995412  x   0.99972069  =   0.99967482
 PQ0665
 PQ0665                          SUPERSEDED SURVEY CONTROL
 PQ0665
 PQ0665  NAD 83(1986)-  44 51 07.41454(N)    094 15 13.65835(W) AD(       ) 3
 PQ0665  NAD 27      -  44 51 07.55083(N)    094 15 12.73409(W) AD(       ) 3
 PQ0665  NGVD 29 (07/19/86)  320.04   (m)         1050.0    (f) LEVELING    3  
 PQ0665
 PQ0665.Superseded values are not recommended for survey control.
 PQ0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0665.See file dsdata.txt to determine how the superseded data were derived.
 PQ0665
 PQ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0092767281(NAD 83)
 PQ0665
 PQ0665_MARKER: DR = REFERENCE MARK DISK
 PQ0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0665+STABILITY: SURFACE MOTION
 PQ0665
 PQ0665  HISTORY     - Date     Condition        Report By
 PQ0665  HISTORY     - 1975     MONUMENTED       NGS
 PQ0665
 PQ0665                          STATION DESCRIPTION
 PQ0665
 PQ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 PQ0665'118 ESTT USGS 1955 RESET 1975 IS A STANDARD N.G.S. REFERENCE
 PQ0665'MARK DISK STAMPED AS ABOVE AND SET IN THE TOP OF A ROUND CONCRETE
 PQ0665'MONUMENT WHICH PROJECTS 6-INCHES.  IT IS 55 FEET EAST OF THE
 PQ0665'CENTER OF THE ROAD, 6 FEET EAST OF THE CENTER OF THE TWO WIRE
 PQ0665'GATES, 1-FOOT NORTH OF THE PROPERTY LINE FENCE, AND 1.8 FEET WEST
 PQ0665'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6148 ***********************************************************************
 DG6148  DESIGNATION -  1182.76
 DG6148  PID         -  DG6148
 DG6148  STATE/COUNTY-  MN/MARSHALL
 DG6148  COUNTRY     -  US
 DG6148  USGS QUAD   -  GRYGLA SW (1973)
 DG6148
 DG6148                         *CURRENT SURVEY CONTROL
 DG6148  ______________________________________________________________________
 DG6148* NAD 83(1986) POSITION- 48 18 17.40   (N) 095 38 11.60   (W)   HD_HELD1  
 DG6148* NAVD 88 ORTHO HEIGHT -   358.391  (meters)    1175.82  (feet) ADJUSTED  
 DG6148  ______________________________________________________________________
 DG6148  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DG6148  DYNAMIC HEIGHT  -        358.471 (meters)     1176.08  (feet) COMP
 DG6148  MODELED GRAVITY -    980,823.3   (mgal)                       NAVD 88
 DG6148
 DG6148  VERT ORDER      -  SECOND    CLASS I
 DG6148
 DG6148.The horizontal coordinates were established by differentially corrected
 DG6148.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG6148.
 DG6148.The orthometric height was determined by differential leveling and
 DG6148.adjusted in February 2005.
 DG6148
 DG6148.No vertical observational check was made to the station.
 DG6148
 DG6148.Photographs are available for this station.
 DG6148
 DG6148.The dynamic height is computed by dividing the NAVD 88
 DG6148.geopotential number by the normal gravity value computed on the
 DG6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6148.degrees latitude (g = 980.6199 gals.).
 DG6148
 DG6148.The modeled gravity was interpolated from observed gravity values.
 DG6148
 DG6148;                    North         East    Units  Estimated Accuracy
 DG6148;SPC MN N     -   303,740.3     611,872.2     MT  (+/- 3 meters HH1 GPS) 
 DG6148
 DG6148                          SUPERSEDED SURVEY CONTROL
 DG6148
 DG6148.No superseded survey control is available for this station.
 DG6148
 DG6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0449453542(NAD 83)
 DG6148
 DG6148_MARKER: DV = VERTICAL CONTROL DISK
 DG6148_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG6148_SP_SET: BRIDGE ABUTMENT
 DG6148_STAMPING: 1182.76 2003
 DG6148_MARK LOGO: MNDT  
 DG6148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6148+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DG6148
 DG6148  HISTORY     - Date     Condition        Report By
 DG6148  HISTORY     - 2003     MONUMENTED       MNDT
 DG6148  HISTORY     - 20030701 GOOD             MNDT
 DG6148  HISTORY     - 20090505 GOOD             MNDT
 DG6148
 DG6148                          STATION DESCRIPTION
 DG6148
 DG6148'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6148'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 0.5 MI
 DG6148'(0.8 KM) WEST OF GRYGLA, IN ABUT AT SE COR OF BRDG NO 45561, 1.1 MI
 DG6148'(1.8 KM) WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 54 IN GRYGLA TO
 DG6148'TH 89 MP 81.95, THENCE 0.1 MI (0.2 KM) NORTH ON GRAVEL RD, 12.5 FT
 DG6148'(3.8 M) EAST OF GRAVEL RD.
 DG6148
 DG6148                          STATION RECOVERY (2009)
 DG6148
 DG6148'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG6148'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0313 ***********************************************************************
 RO0313  DESIGNATION -  1191
 RO0313  PID         -  RO0313
 RO0313  STATE/COUNTY-  MN/MORRISON
 RO0313  COUNTRY     -  US
 RO0313  USGS QUAD   -  RANDALL WEST (1981)
 RO0313
 RO0313                         *CURRENT SURVEY CONTROL
 RO0313  ______________________________________________________________________
 RO0313* NAD 83(1986) POSITION- 46 05 42.     (N) 094 30 47.     (W)   SCALED    
 RO0313* NAVD 88 ORTHO HEIGHT -   363.215  (meters)    1191.65  (feet) ADJUSTED  
 RO0313  ______________________________________________________________________
 RO0313  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 RO0313  DYNAMIC HEIGHT  -        363.224 (meters)     1191.68  (feet) COMP
 RO0313  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 RO0313
 RO0313  VERT ORDER      -  SECOND    CLASS 0
 RO0313
 RO0313.The horizontal coordinates were scaled from a topographic map and have
 RO0313.an estimated accuracy of +/- 6 seconds.
 RO0313.
 RO0313.The orthometric height was determined by differential leveling and
 RO0313.adjusted in June 1991.
 RO0313
 RO0313.The dynamic height is computed by dividing the NAVD 88
 RO0313.geopotential number by the normal gravity value computed on the
 RO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0313.degrees latitude (g = 980.6199 gals.).
 RO0313
 RO0313.The modeled gravity was interpolated from observed gravity values.
 RO0313
 RO0313;                    North         East    Units  Estimated Accuracy
 RO0313;SPC MN C     -   221,740.      779,660.      MT  (+/- 180 meters Scaled)
 RO0313
 RO0313                          SUPERSEDED SURVEY CONTROL
 RO0313
 RO0313  NGVD 29 (??/??/92)  363.038  (m)         1191.07   (f) ADJ UNCH    2 0
 RO0313
 RO0313.Superseded values are not recommended for survey control.
 RO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0313.See file dsdata.txt to determine how the superseded data were derived.
 RO0313
 RO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM830057(NAD 83)
 RO0313
 RO0313_MARKER: P = PIPE CAP
 RO0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0313_STAMPING: 1197 MINN
 RO0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0313
 RO0313  HISTORY     - Date     Condition        Report By
 RO0313  HISTORY     - UNK      MONUMENTED       USGS
 RO0313  HISTORY     - 1973     GOOD             MNDT
 RO0313
 RO0313                          STATION DESCRIPTION
 RO0313
 RO0313'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0313'0.6 MI NW FROM RANDALL.
 RO0313'THE MARK IS NEAR THE JUNCTION OF MORRISON COUNTY ROADS 6 AND 9 WHICH
 RO0313'IS 0.5 MILE WEST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND MORRISON
 RO0313'COUNTY ROAD 9.  IT IS 26.6 FEET NORTH OF MORRISON COUNTY ROAD 9
 RO0313'CENTERLINE, 29 FEET EAST OF THE EXTENDED CENTERLINE OF MORRISON COUNTY
 RO0313'ROAD 6 (T ROAD SOUTH), 45.2 FEET WEST-SOUTHWEST OF A FIRE-HYDRANT,
 RO0313'71.7 FEET NORTH-NORTHWEST OF POWER POLE WITH ARC LIGHT, AND
 RO0313'UNDERGROUND CABLE MARKER NUMBER D9.  IT IS 0.8 FOOT SOUTH OF A WITNESS
 RO0313'POST AND PROJECTS 14 INCHES ABOVE THE GROUND.  CORNER OF SW 1/4, SEC
 RO0313'6, T 130N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5867 ***********************************************************************
 AI5867  DESIGNATION -  1196
 AI5867  PID         -  AI5867
 AI5867  STATE/COUNTY-  MN/CROW WING
 AI5867  COUNTRY     -  US
 AI5867  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5867
 AI5867                         *CURRENT SURVEY CONTROL
 AI5867  ______________________________________________________________________
 AI5867* NAD 83(1986) POSITION- 46 15 44.     (N) 094 06 49.     (W)   SCALED    
 AI5867* NAVD 88 ORTHO HEIGHT -   364.840  (meters)    1196.98  (feet) ADJUSTED  
 AI5867  ______________________________________________________________________
 AI5867  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 AI5867  DYNAMIC HEIGHT  -        364.850 (meters)     1197.01  (feet) COMP
 AI5867  MODELED GRAVITY -    980,633.0   (mgal)                       NAVD 88
 AI5867
 AI5867  VERT ORDER      -  SECOND    CLASS I
 AI5867
 AI5867.The horizontal coordinates were scaled from a topographic map and have
 AI5867.an estimated accuracy of +/- 6 seconds.
 AI5867.
 AI5867.The orthometric height was determined by differential leveling and
 AI5867.adjusted in August 2006.
 AI5867
 AI5867.The dynamic height is computed by dividing the NAVD 88
 AI5867.geopotential number by the normal gravity value computed on the
 AI5867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5867.degrees latitude (g = 980.6199 gals.).
 AI5867
 AI5867.The modeled gravity was interpolated from observed gravity values.
 AI5867
 AI5867;                    North         East    Units  Estimated Accuracy
 AI5867;SPC MN C     -   240,300.      810,510.      MT  (+/- 180 meters Scaled)
 AI5867
 AI5867                          SUPERSEDED SURVEY CONTROL
 AI5867
 AI5867  NAVD 88 (09/27/00)  364.840  (m)         1196.98   (f) SUPERSEDED  2 1
 AI5867
 AI5867.Superseded values are not recommended for survey control.
 AI5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5867.See file dsdata.txt to determine how the superseded data were derived.
 AI5867
 AI5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM141237(NAD 83)
 AI5867
 AI5867_MARKER: DD = SURVEY DISK
 AI5867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI5867_SP_SET: SPILLWAY WINGWALL
 AI5867_MARK LOGO: MNDNR 
 AI5867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5867+STABILITY: SURFACE MOTION
 AI5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5867+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1999
 AI5867
 AI5867  HISTORY     - Date     Condition        Report By
 AI5867  HISTORY     - UNK      MONUMENTED       MNDNR
 AI5867  HISTORY     - 19990519 GOOD             MNDT
 AI5867
 AI5867                          STATION DESCRIPTION
 AI5867
 AI5867'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5867'THE MARK IS LOCATED 7.15 MI (11.51 KM) SOUTH ALONG TH 25 FROM JCT OF
 AI5867'TH 25 AND TH 18 IN BRAINERD TO TH 25 MP 148.7 AND JCT OF CO RD 22,
 AI5867'THENCE EAST ON CO RD 22 FOR ABOUT 200 FT, (61.0 M) THENCE WNW ON A
 AI5867'MINIMUM MAINTENANCE RD FOR 0.1 MI (0.2 KM) TO THE NOKASIPPI RIVER, 124
 AI5867'FT (37.8 M) WEST OF ABANDONED ROAD WHERE THE NOKASIPPI RIVER LEAVES
 AI5867'SOUTH LONG LAKE, A MINNESOTA DEPARTMENT OF CONSERVATION DISK IN THE NE
 AI5867'COR OF THE SOUTH SPILLWAY WINGWALL. NOTE--THE DISK IS UNSTAMPED AS OF
 AI5867'19990519.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1207 ***********************************************************************
 RN1207  DESIGNATION -  12
 RN1207  PID         -  RN1207
 RN1207  STATE/COUNTY-  MN/ST LOUIS
 RN1207  COUNTRY     -  US
 RN1207  USGS QUAD   -  DULUTH HEIGHTS (1993)
 RN1207
 RN1207                         *CURRENT SURVEY CONTROL
 RN1207  ______________________________________________________________________
 RN1207* NAD 83(1996) POSITION- 46 51 55.72158(N) 092 09 04.57140(W)   ADJUSTED  
 RN1207* NAVD 88 ORTHO HEIGHT -   443.841  (meters)    1456.17  (feet) ADJUSTED  
 RN1207  ______________________________________________________________________
 RN1207  LAPLACE CORR    -          4.19  (seconds)                    DEFLEC09
 RN1207  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 RN1207  DYNAMIC HEIGHT  -        443.888 (meters)     1456.32  (feet) COMP
 RN1207  MODELED GRAVITY -    980,704.6   (mgal)                       NAVD 88
 RN1207
 RN1207  HORZ ORDER      -  SECOND
 RN1207  VERT ORDER      -  SECOND    CLASS 0
 RN1207
 RN1207.The horizontal coordinates were established by classical geodetic methods
 RN1207.and adjusted by the National Geodetic Survey in March 1999.
 RN1207.
 RN1207.The orthometric height was determined by differential leveling and
 RN1207.adjusted in June 1991.
 RN1207
 RN1207.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1207
 RN1207.The dynamic height is computed by dividing the NAVD 88
 RN1207.geopotential number by the normal gravity value computed on the
 RN1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1207.degrees latitude (g = 980.6199 gals.).
 RN1207
 RN1207.The modeled gravity was interpolated from observed gravity values.
 RN1207
 RN1207. The following values were computed from the NAD 83(1996) position.
 RN1207
 RN1207;                    North         East     Units Scale Factor Converg.
 RN1207;SPC MN N     -   141,076.444   872,338.948   MT  1.00004479   +0 42 11.6
 RN1207;SPC MN N     -   462,848.30  2,861,998.70   sFT  1.00004479   +0 42 11.6
 RN1207;UTM  15      - 5,190,565.010   564,686.821   MT  0.99965143   +0 37 09.8
 RN1207
 RN1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1207!SPC MN N     -   0.99993486  x   1.00004479  =   0.99997965
 RN1207!UTM  15      -   0.99993486  x   0.99965143  =   0.99958631
 RN1207
 RN1207                          SUPERSEDED SURVEY CONTROL
 RN1207
 RN1207  NAD 83(1991)-  46 51 55.71987(N)    092 09 04.57045(W) AD(       ) 2
 RN1207  NAD 83(1986)-  46 51 55.71673(N)    092 09 04.57033(W) AD(       ) 2
 RN1207  NAD 27      -  46 51 55.93200(N)    092 09 03.89200(W) AD(       ) 2
 RN1207  NGVD 29 (??/??/92)  443.74   (m)         1455.8    (f) COMPUTED    2 0
 RN1207
 RN1207.Superseded values are not recommended for survey control.
 RN1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1207.See file dsdata.txt to determine how the superseded data were derived.
 RN1207
 RN1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6468690565(NAD 83)
 RN1207
 RN1207_MARKER: DB = BENCH MARK DISK
 RN1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1207_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RN1207_MARK LOGO: CGS   
 RN1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1207+STABILITY: SURFACE MOTION
 RN1207
 RN1207  HISTORY     - Date     Condition        Report By
 RN1207  HISTORY     - 1952     MONUMENTED       MNGS
 RN1207  HISTORY     - 1952     GOOD             MNGS
 RN1207  HISTORY     - 20070814 MARK NOT FOUND   MNDT
 RN1207
 RN1207                          STATION DESCRIPTION
 RN1207
 RN1207'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1952 (DAJ)
 RN1207'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF THE CITY
 RN1207'HALL IN DULUTH AND 2-1/2 MILES SOUTHEAST OF WILD RICE LAKE.
 RN1207'IT IS 34.5 FEET SOUTH OF THE CENTER LINE OF COUNTY ROUTE 9.
 RN1207'THE MARK IS A STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY
 RN1207'BENCH MARK DISK SET IN A 6 X 6 INCH SQUARE CONCRETE POST WHICH
 RN1207'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 RN1207'NO 12 1934.
 RN1207'
 RN1207'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WILD
 RN1207'RICE TO NO 12 1934 (MINN. GEOD. S.) IT IS 85.74 FEET OR 26.133
 RN1207'METERS SOUTHEAST OF THE STATION.
 RN1207'
 RN1207'TO REACH FROM THE INTERSECTION OF E. 2ND STREET AND 6TH AVE.
 RN1207'E., GO NORTH ON 6TH AVE. E. AND STATE HIGHWAY 94 FOR 1 MILE
 RN1207'TO INTERSECTION OF COUNTY ROUTE 4, TURN RIGHT ON COUNTY ROUTE 4
 RN1207'AND GO 5.5 MILES TO INTERSECTION OF COUNTY ROUTE 9, TURN RIGHT
 RN1207'ON COUNTY ROUTE 9 AND GO 0.1 MILE TO STATION ON RIGHT AS
 RN1207'DESCRIBED.
 RN1207
 RN1207                          STATION RECOVERY (2007)
 RN1207
 RN1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 RN1207'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0216 ***********************************************************************
 QO0216  DESIGNATION -  12
 QO0216  PID         -  QO0216
 QO0216  STATE/COUNTY-  MN/WASHINGTON
 QO0216  COUNTRY     -  US
 QO0216  USGS QUAD   -  STILLWATER (1993)
 QO0216
 QO0216                         *CURRENT SURVEY CONTROL
 QO0216  ______________________________________________________________________
 QO0216* NAD 83(1986) POSITION- 45 03 21.93   (N) 092 48 16.88   (W)   HD_HELD1  
 QO0216* NAVD 88 ORTHO HEIGHT -   210.944  (meters)     692.07  (feet) ADJUSTED  
 QO0216  ______________________________________________________________________
 QO0216  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 QO0216  DYNAMIC HEIGHT  -        210.940 (meters)      692.06  (feet) COMP
 QO0216  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 QO0216
 QO0216  VERT ORDER      -  SECOND    CLASS II
 QO0216
 QO0216.The horizontal coordinates were established by differentially corrected
 QO0216.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0216.
 QO0216.The orthometric height was determined by differential leveling and
 QO0216.adjusted in November 2008.
 QO0216
 QO0216.Photographs are available for this station.
 QO0216
 QO0216.The dynamic height is computed by dividing the NAVD 88
 QO0216.geopotential number by the normal gravity value computed on the
 QO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0216.degrees latitude (g = 980.6199 gals.).
 QO0216
 QO0216.The modeled gravity was interpolated from observed gravity values.
 QO0216
 QO0216;                    North         East    Units  Estimated Accuracy
 QO0216;SPC MN S     -   329,148.5     894,148.2     MT  (+/- 3 meters HH1 GPS) 
 QO0216
 QO0216                          SUPERSEDED SURVEY CONTROL
 QO0216
 QO0216  NAVD 88 (06/15/91)  210.949  (m)          692.09   (f) SUPERSEDED  2 1
 QO0216  NGVD 29 (??/??/92)  210.918  (m)          691.99   (f) ADJ UNCH    2 1
 QO0216
 QO0216.Superseded values are not recommended for survey control.
 QO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0216.See file dsdata.txt to determine how the superseded data were derived.
 QO0216
 QO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1537889200(NAD 83)
 QO0216
 QO0216_MARKER: DB = BENCH MARK DISK
 QO0216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0216_SP_SET: BUILDING FOUNDATION
 QO0216_STAMPING: U.S.C.E. B.M. 12 ST.CROIX R.
 QO0216_MARK LOGO: USE   
 QO0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0216+STABILITY: SURFACE MOTION
 QO0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0216+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2009
 QO0216
 QO0216  HISTORY     - Date     Condition        Report By
 QO0216  HISTORY     - UNK      MONUMENTED       USE
 QO0216  HISTORY     - 1975     GOOD             MNDT
 QO0216  HISTORY     - 20040517 GOOD             MNDT
 QO0216  HISTORY     - 20040728 GOOD             MNDT
 QO0216  HISTORY     - 20040728 GOOD             MNDT
 QO0216  HISTORY     - 20070731 GOOD             WIDT
 QO0216  HISTORY     - 20090409 GOOD             MNDT
 QO0216
 QO0216                          STATION DESCRIPTION
 QO0216
 QO0216'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0216'IN STILLWATER.
 QO0216'IN STILLWATER, 0.05 MILE EAST ALONG TH 212 (CHESTNUT STREET) FROM THE
 QO0216'JUNCTION OF TH 212 AND TH 95 (MAIN STREET) AND 0.05 MILES WEST OF THE
 QO0216'EAST END OF THE INTERSTATE BRIDGE OVER THE ST. CROIX RIVER.  IT IS 94
 QO0216'FEET EAST OF THE CENTER OF WATER STREET, 30.6 FEET NORTH OF THE CENTER
 QO0216'OF TH 212 (CHESTNUT STREET), 25.9 FEET WEST OF THE WEST RAIL OF THE
 QO0216'BURLINGTON NORTHERN RAILROAD TRACK AND 2.1 FEET WEST OF THE SOUTHEAST
 QO0216'CORNER OF A 3 STORY RED BRICK BUILDING AT NUMBER 408 CHESTNUT STREET.
 QO0216'IT IS A U.S. CORPS OF ENGINEERS BENCH MARK DISK SET VERTICALLY IN THE
 QO0216'SOUTH WALL OF THE BUILDING, 2.8 FEET HIGHER THAN THE SIDEWALK. SE 1/4,
 QO0216'SEC 28, T 30N, R 20W.
 QO0216
 QO0216                          STATION RECOVERY (2004)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MSS)
 QO0216'AT STILLWATER, 0.05 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 212
 QO0216'(CHESTNUT STREET) AND TRUNK HIGHWAY 95 (MAIN STREET), 0.04 MILES WEST
 QO0216'OF WEST END OF BRIDGE OVER SAINT CROIX RIVER, 94 FEET EAST OF WATER
 QO0216'STREET, 30.6 FEET NORTH OF TRUNK HIGHWAY 212, 25.9 FEET WEST OF WEST
 QO0216'RAIL OF RAILROAD, 2.1 FEET WEST OF SOUTHEAST CORNER OF BUILDING 408
 QO0216'CHESTNUT STREET, IN SOUTH WALL OF BUILDING, 2.8 FEET HIGHER THAN THE
 QO0216'SIDEWALK
 QO0216
 QO0216                          STATION RECOVERY (2004)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QO0216'AT STILLWATER, 0.05 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 212
 QO0216'(CHESTNUT STREET) AND TRUNK HIGHWAY 95 (MAIN STREET), 0.04 MILES WEST
 QO0216'OF WEST END OF BRIDGE OVER SAINT CROIX RIVER, 94 FEET EAST OF WATER
 QO0216'STREET, 30.6 FEET NORTH OF TRUNK HIGHWAY 212, 25.9 FEET WEST OF WEST
 QO0216'RAIL OF RAILROAD, 2.1 FEET WEST OF SOUTHEAST CORNER OF BUILDING 408
 QO0216'CHESTNUT STREET, IN SOUTH WALL OF BUILDING, 2.8 FEET HIGHER THAN THE
 QO0216'SIDEWALK
 QO0216
 QO0216                          STATION RECOVERY (2004)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 QO0216'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST OF WHITE BEAR LAKE,
 QO0216'5.5 MI (8.8 KM) NORTHEAST OF LAKE ELMO AND 0.1 MI (0.2 KM)
 QO0216'EAST-SOUTHEAST OF STILLWATER, 0.05 MI (0.1 KM) EAST OF THE JUNCTION OF
 QO0216'TRUNK HIGHWAY 212 (CHESTNUT STREET) AND TRUNK HIGHWAY 95 (MAIN
 QO0216'STREET), 0.04 MI (0.1 KM) WEST OF WEST END OF BRIDGE OVER SAINT CROIX
 QO0216'RIVER,
 QO0216' 
 QO0216'94 FT (28.7 M) EAST OF WATER STREET, 30.6 FT (9.3 M) NORTH OF TRUNK
 QO0216'HIGHWAY 212, 25.9 FT (7.9 M) WEST OF WEST RAIL OF RAILROAD, 2.1 FT
 QO0216'(0.6 M) WEST OF THE SOUTHEAST CORNER OF BUILDING 408 CHESTNUT STREET,
 QO0216'IN SOUTH WALL OF BUILDING, 2.8 FT (0.9 M) HIGHER THAN THE SIDEWALK
 QO0216
 QO0216                          STATION RECOVERY (2007)
 QO0216
 QO0216'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 QO0216'RECOVERED AS DESCRIBED.
 QO0216
 QO0216                          STATION RECOVERY (2009)
 QO0216
 QO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 QO0216'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8703 ***********************************************************************
 DF8703  DESIGNATION -  12
 DF8703  PID         -  DF8703
 DF8703  STATE/COUNTY-  MN/KANABEC
 DF8703  COUNTRY     -  US
 DF8703  USGS QUAD   -  MORA SOUTH (1980)
 DF8703
 DF8703                         *CURRENT SURVEY CONTROL
 DF8703  ______________________________________________________________________
 DF8703* NAD 83(2007) POSITION- 45 49 54.62929(N) 093 17 47.93589(W)   ADJUSTED  
 DF8703* NAD 83(2007) ELLIP HT-   275.803 (meters)        (02/10/07)   ADJUSTED
 DF8703* NAD 83(2007) EPOCH   -  2002.00
 DF8703* NAVD 88 ORTHO HEIGHT -   303.69   (meters)     996.4   (feet) LEVELING  
 DF8703  ______________________________________________________________________
 DF8703  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 DF8703  NAD 83(2007) X  -   -256,011.536 (meters)                     COMP
 DF8703  NAD 83(2007) Y  - -4,444,571.067 (meters)                     COMP
 DF8703  NAD 83(2007) Z  -  4,552,441.965 (meters)                     COMP
 DF8703  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC09
 DF8703  VERT ORDER      -  THIRD
 DF8703
 DF8703  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8703  Type                                         Horiz  Ellip  Dist(km)
 DF8703  -------------------------------------------------------------------
 DF8703  NETWORK                                       0.85   0.78
 DF8703  -------------------------------------------------------------------
 DF8703  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.85   0.69      6.50
 DF8703  -------------------------------------------------------------------
 DF8703  NOTE: Click here for information on individual local accuracy
 DF8703  values and other accuracy information.
 DF8703
 DF8703
 DF8703.The horizontal coordinates were established by GPS observations
 DF8703.and adjusted by the National Geodetic Survey in February 2007.
 DF8703
 DF8703.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8703.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8703
 DF8703.The horizontal coordinates are valid at the epoch date displayed above
 DF8703.which is a decimal equivalence of Year/Month/Day.
 DF8703
 DF8703.The orthometric height was determined by differential leveling.
 DF8703.The vertical network tie was performed by a horz. field party for horz.
 DF8703.obs reductions. Reset procedures were used to establish the elevation.
 DF8703
 DF8703.Photographs are available for this station.
 DF8703
 DF8703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8703
 DF8703.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8703
 DF8703.The ellipsoidal height was determined by GPS observations
 DF8703.and is referenced to NAD 83.
 DF8703
 DF8703. The following values were computed from the NAD 83(2007) position.
 DF8703
 DF8703;                    North         East     Units Scale Factor Converg.
 DF8703;SPC MN C     -   192,901.926   874,068.393   MT  0.99996033   +0 41 22.7
 DF8703;SPC MN C     -   632,879.07  2,867,672.72   sFT  0.99996033   +0 41 22.7
 DF8703;UTM  15      - 5,075,406.985   476,960.310   MT  0.99960653   -0 12 46.0
 DF8703
 DF8703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8703!SPC MN C     -   0.99995676  x   0.99996033  =   0.99991710
 DF8703!UTM  15      -   0.99995676  x   0.99960653  =   0.99956331
 DF8703
 DF8703                          SUPERSEDED SURVEY CONTROL
 DF8703
 DF8703  NAD 83(1996)-  45 49 54.62907(N)    093 17 47.93545(W) AD(       ) 1
 DF8703  ELLIP H (10/22/03)  275.839  (m)                       GP(       ) 3 2
 DF8703  NAVD 88 (10/22/03)  303.7    (m)  GEOID99 model used   GPS OBS        
 DF8703
 DF8703.Superseded values are not recommended for survey control.
 DF8703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8703.See file dsdata.txt to determine how the superseded data were derived.
 DF8703
 DF8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7696075406(NAD 83)
 DF8703
 DF8703_MARKER: DD = SURVEY DISK
 DF8703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8703_STAMPING: 12
 DF8703_MARK LOGO: MN-065
 DF8703_PROJECTION: FLUSH
 DF8703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8703+STABILITY: SURFACE MOTION
 DF8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8703+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 DF8703
 DF8703  HISTORY     - Date     Condition        Report By
 DF8703  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8703  HISTORY     - 20100506 GOOD             MNDT
 DF8703  HISTORY     - 20100506 GOOD             MNDT
 DF8703
 DF8703                          STATION DESCRIPTION
 DF8703
 DF8703'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8703'2 MI (3.2 KM) SOUTH OF MORA, 2.9 MI (4.7 KM) NORTH OF JCT OF TH 65 AND
 DF8703'TH 70 IN BRUNSWICK, AT TH 65 MP 61.8, 62 FT (18.9 M) EAST OF TH 65, 35
 DF8703'FT (10.7 M) SOUTH OF DRIVEWAY, 18 FT (5.5 M) WEST OF P-POLE, 2 FT (0.6
 DF8703'M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8703
 DF8703                          STATION RECOVERY (2010)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8703'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8703'THE MARK IS 3.0 MILES NORTH OF BRUNSWICK, 2.9 MILES NORTH ALONG TRUNK
 DF8703'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 70 IN
 DF8703'BRUNSWICK, AT TRUNK HIGHWAY 65 MILEPOINT 61.80, 35.0 FEET SOUTH OF
 DF8703'DRIVEWAY, 62 FEET EAST OF THE CENTERLINE OF INTERSECTION OF TRUNK
 DF8703'HIGHWAY 65, 18.0 FEET WEST OF POWER POLE, 2.0 FEET SOUTH OF WITNESS
 DF8703'POST.
 DF8703
 DF8703                          STATION RECOVERY (2010)
 DF8703
 DF8703'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DDS)
 DF8703'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1709 ***********************************************************************
 QP1709  DESIGNATION -  12 1
 QP1709  PID         -  QP1709
 QP1709  STATE/COUNTY-  MN/KANDIYOHI
 QP1709  COUNTRY     -  US
 QP1709  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1709
 QP1709                         *CURRENT SURVEY CONTROL
 QP1709  ______________________________________________________________________
 QP1709* NAD 83(1986) POSITION- 45 08 21.     (N) 095 00 43.     (W)   SCALED    
 QP1709* NAVD 88 ORTHO HEIGHT -   351.656  (meters)    1153.72  (feet) ADJUSTED  
 QP1709  ______________________________________________________________________
 QP1709  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 QP1709  DYNAMIC HEIGHT  -        351.630 (meters)     1153.64  (feet) COMP
 QP1709  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 QP1709
 QP1709  VERT ORDER      -  SECOND    CLASS II
 QP1709
 QP1709.The horizontal coordinates were scaled from a topographic map and have
 QP1709.an estimated accuracy of +/- 6 seconds.
 QP1709.
 QP1709.The orthometric height was determined by differential leveling and
 QP1709.adjusted in June 1991.
 QP1709
 QP1709.The dynamic height is computed by dividing the NAVD 88
 QP1709.geopotential number by the normal gravity value computed on the
 QP1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1709.degrees latitude (g = 980.6199 gals.).
 QP1709
 QP1709.The modeled gravity was interpolated from observed gravity values.
 QP1709
 QP1709;                    North         East    Units  Estimated Accuracy
 QP1709;SPC MN S     -   338,190.      720,410.      MT  (+/- 180 meters Scaled)
 QP1709
 QP1709                          SUPERSEDED SURVEY CONTROL
 QP1709
 QP1709.No superseded survey control is available for this station.
 QP1709
 QP1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL418003(NAD 83)
 QP1709
 QP1709_MARKER: DB = BENCH MARK DISK
 QP1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1709_SP_SET: CONCRETE POST
 QP1709_STAMPING: 12-1 1981
 QP1709_MARK LOGO: MNDT  
 QP1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1709+STABILITY: SURFACE MOTION
 QP1709
 QP1709  HISTORY     - Date     Condition        Report By
 QP1709  HISTORY     - 1981     MONUMENTED       MNDT
 QP1709
 QP1709                          STATION DESCRIPTION
 QP1709
 QP1709'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1709'IN WILLMAR.
 QP1709'THE MARK IS LOCATED 0.5 MILE WEST ALONG 15TH AVENUE NORTHEAST FROM
 QP1709'ITS JUNCTION WITH COUNTY ROAD 9 IN WILLMAR AND IS NEAR THE NORTH 1/4
 QP1709'CORNER OF SECTION 12, T119N, R35W.  THE MARK IS 43.9 FEET SOUTHWEST
 QP1709'OF ARC LIGHT POLE NUMBER 13, 33.2 FEET SOUTH OF THE SOUTH EDGE OF THE
 QP1709'SOUTH CURB, 30 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT, 14.5 FEET
 QP1709'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE
 QP1709'BOX FOR AN UNDERGROUND POWER CABLE AND 0.5 FOOT NORTH OF A STEEL
 QP1709'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1709'STAMPED---12-1 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1709'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1694 ***********************************************************************
 QP1694  DESIGNATION -  12 2
 QP1694  PID         -  QP1694
 QP1694  STATE/COUNTY-  MN/KANDIYOHI
 QP1694  COUNTRY     -  US
 QP1694  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1694
 QP1694                         *CURRENT SURVEY CONTROL
 QP1694  ______________________________________________________________________
 QP1694* NAD 83(1986) POSITION- 45 07 58.0    (N) 095 00 05.0    (W)   HD_HELD2  
 QP1694* NAVD 88 ORTHO HEIGHT -   355.528  (meters)    1166.43  (feet) ADJUSTED  
 QP1694  ______________________________________________________________________
 QP1694  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1694  DYNAMIC HEIGHT  -        355.501 (meters)     1166.34  (feet) COMP
 QP1694  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 QP1694
 QP1694  VERT ORDER      -  SECOND    CLASS II
 QP1694
 QP1694.The horizontal coordinates were established by autonomous hand held GPS
 QP1694.observations and have an estimated accuracy of +/- 10 meters.
 QP1694.
 QP1694.The orthometric height was determined by differential leveling and
 QP1694.adjusted in June 1991.
 QP1694
 QP1694.Photographs are available for this station.
 QP1694
 QP1694.The dynamic height is computed by dividing the NAVD 88
 QP1694.geopotential number by the normal gravity value computed on the
 QP1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1694.degrees latitude (g = 980.6199 gals.).
 QP1694
 QP1694.The modeled gravity was interpolated from observed gravity values.
 QP1694
 QP1694;                    North         East    Units  Estimated Accuracy
 QP1694;SPC MN S     -   337,465.      721,230.      MT  (+/- 10 meters HH2 GPS)
 QP1694
 QP1694                          SUPERSEDED SURVEY CONTROL
 QP1694
 QP1694.No superseded survey control is available for this station.
 QP1694
 QP1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4262499648(NAD 83)
 QP1694
 QP1694_MARKER: DB = BENCH MARK DISK
 QP1694_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1694_SP_SET: CONCRETE POST
 QP1694_STAMPING: 12-2 1981
 QP1694_MARK LOGO: MNDT  
 QP1694_PROJECTION: FLUSH
 QP1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1694+STABILITY: SURFACE MOTION
 QP1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1694+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2008
 QP1694
 QP1694  HISTORY     - Date     Condition        Report By
 QP1694  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1694  HISTORY     - 20080929 GOOD             MNDT
 QP1694
 QP1694                          STATION DESCRIPTION
 QP1694
 QP1694'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1694'IN WILLMAR.
 QP1694'THE MARK IS LOCATED 0.5 MILE NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1694'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1694'NEAR THE EAST 1/4 CORNER OF SECTION 12, T119N, R35W.  THE MARK IS
 QP1694'89.8 FEET SOUTH OF POWER POLE NUMBER 6 D 87, 48 FEET WEST OF AND 5
 QP1694'FEET LOWER THAN THE CENTER OF COUNTY ROAD 9 AND 0.3 FOOT EAST OF A
 QP1694'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1694'STAMPED---12-2 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST
 QP1694'THAT IS FLUSH WITH THE GROUND.
 QP1694
 QP1694                          STATION RECOVERY (2008)
 QP1694
 QP1694'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1694'THE MARK IS 1.61 MI (2.6 KM) NORTHEAST OF WILLMAR.
 QP1694' 
 QP1694'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1694'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP1694'WILLMAR.
 QP1694' 
 QP1694'IT IS 0.6 MI (1.0 KM) NORTH ON COUNTY ROAD 9 NORTHEAST 48 FT (14.6 M)
 QP1694'WEST OF COUNTY ROAD 9 NORTHEAST, 89.8 FT (27.4 M) SOUTH OF POWER POLE
 QP1694'6D87, 3.2 FT (1.0 M) NORTHEAST OF RIGHT-OF-WAY POST, 0.3 FT (9 CM)
 QP1694'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8089 ***********************************************************************
 DM8089  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8089  DESIGNATION -  12 57
 DM8089  PID         -  DM8089
 DM8089  STATE/COUNTY-  MN/ITASCA
 DM8089  COUNTRY     -  US
 DM8089  USGS QUAD   -  WILDWOOD SE (1996)
 DM8089
 DM8089                         *CURRENT SURVEY CONTROL
 DM8089  ______________________________________________________________________
 DM8089* NAD 83(2007) POSITION- 47 46 04.40716(N) 093 51 42.13098(W)   ADJUSTED  
 DM8089* NAD 83(2007) ELLIP HT-   376.444 (meters)        (06/13/11)   ADJUSTED
 DM8089* NAD 83(2007) EPOCH   -  2002.00
 DM8089* NAVD 88 ORTHO HEIGHT -   405.28   (meters)    1329.7   (feet) GPS OBS   
 DM8089  ______________________________________________________________________
 DM8089  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DM8089  NAD 83(2007) X  -   -289,269.169 (meters)                     COMP
 DM8089  NAD 83(2007) Y  - -4,285,362.720 (meters)                     COMP
 DM8089  NAD 83(2007) Z  -  4,699,847.495 (meters)                     COMP
 DM8089  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC09
 DM8089  HORZ ORDER      -  FIRST
 DM8089  ELLP ORDER      -  FOURTH    CLASS I
 DM8089
 DM8089.The horizontal coordinates were established by GPS observations
 DM8089.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8089
 DM8089.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8089.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8089
 DM8089.The horizontal coordinates are valid at the epoch date displayed above
 DM8089.which is a decimal equivalence of Year/Month/Day.
 DM8089
 DM8089.The orthometric height was determined by GPS observations and a
 DM8089.high-resolution geoid model using precise GPS observation and
 DM8089.processing techniques.
 DM8089
 DM8089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8089
 DM8089.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8089
 DM8089.The ellipsoidal height was determined by GPS observations
 DM8089.and is referenced to NAD 83.
 DM8089
 DM8089. The following values were computed from the NAD 83(2007) position.
 DM8089
 DM8089;                    North         East     Units Scale Factor Converg.
 DM8089;SPC MN N     -   241,236.704   742,909.571   MT  0.99990351   -0 33 52.5
 DM8089;SPC MN N     -   791,457.42  2,437,362.48   sFT  0.99990351   -0 33 52.5
 DM8089;UTM  15      - 5,290,862.295   435,433.259   MT  0.99965123   -0 38 17.0
 DM8089
 DM8089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8089!SPC MN N     -   0.99994100  x   0.99990351  =   0.99984452
 DM8089!UTM  15      -   0.99994100  x   0.99965123  =   0.99959225
 DM8089
 DM8089                          SUPERSEDED SURVEY CONTROL
 DM8089
 DM8089.No superseded survey control is available for this station.
 DM8089
 DM8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3543390862(NAD 83)
 DM8089
 DM8089_MARKER: DR = REFERENCE MARK DISK
 DM8089_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM8089_STAMPING: 12 57
 DM8089_MARK LOGO: USGS  
 DM8089_PROJECTION: PROJECTING 15 CENTIMETERS
 DM8089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM8089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8089+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DM8089
 DM8089  HISTORY     - Date     Condition        Report By
 DM8089  HISTORY     - 19291031 MONUMENTED       USGS
 DM8089  HISTORY     - 20091116 GOOD             MNDT
 DM8089
 DM8089                          STATION DESCRIPTION
 DM8089
 DM8089'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8089'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8089'THE MARK IS 10.0 MILES WEST OF BIG FORK, 4.4 MILES WEST ALONG COUNTY
 DM8089'ROAD 14 FROM JUNCTION OF COUNTY ROAD 14 AND TRUNK HIGHWAY 6, THEN 0.4
 DM8089'MILE NORTH ON BOGGIE ROAD, 18 FEET NORTHEAST OF TEE INTERSECTION, 0.5
 DM8089'FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0164 ***********************************************************************
 QO0164  DESIGNATION -  12 ADP
 QO0164  PID         -  QO0164
 QO0164  STATE/COUNTY-  MN/CHISAGO
 QO0164  COUNTRY     -  US
 QO0164  USGS QUAD   -  LINDSTROM (1974)
 QO0164
 QO0164                         *CURRENT SURVEY CONTROL
 QO0164  ______________________________________________________________________
 QO0164* NAD 83(1986) POSITION- 45 22 56.41   (N) 092 46 19.02   (W)   HD_HELD1  
 QO0164* NAVD 88 ORTHO HEIGHT -   288.208  (meters)     945.56  (feet) ADJUSTED  
 QO0164  ______________________________________________________________________
 QO0164  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 QO0164  DYNAMIC HEIGHT  -        288.213 (meters)      945.58  (feet) COMP
 QO0164  MODELED GRAVITY -    980,622.8   (mgal)                       NAVD 88
 QO0164
 QO0164  VERT ORDER      -  SECOND    CLASS I
 QO0164
 QO0164.The horizontal coordinates were established by differentially corrected
 QO0164.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0164.
 QO0164.The orthometric height was determined by differential leveling and
 QO0164.adjusted in June 1991.
 QO0164
 QO0164.Photographs are available for this station.
 QO0164
 QO0164.The dynamic height is computed by dividing the NAVD 88
 QO0164.geopotential number by the normal gravity value computed on the
 QO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0164.degrees latitude (g = 980.6199 gals.).
 QO0164
 QO0164.The modeled gravity was interpolated from observed gravity values.
 QO0164
 QO0164;                    North         East    Units  Estimated Accuracy
 QO0164;SPC MN C     -   143,576.4     915,762.0     MT  (+/- 3 meters HH1 GPS) 
 QO0164
 QO0164                          SUPERSEDED SURVEY CONTROL
 QO0164
 QO0164  NGVD 29 (??/??/92)  288.175  (m)          945.45   (f) ADJ UNCH    2 1
 QO0164
 QO0164.Superseded values are not recommended for survey control.
 QO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0164.See file dsdata.txt to determine how the superseded data were derived.
 QO0164
 QO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1785325449(NAD 83)
 QO0164
 QO0164_MARKER: DB = BENCH MARK DISK
 QO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0164_STAMPING: 12 ADP 1954
 QO0164_MARK LOGO: USGS  
 QO0164_PROJECTION: RECESSED 5 CENTIMETERS
 QO0164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0164+STABILITY: SURFACE MOTION
 QO0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0164+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QO0164
 QO0164  HISTORY     - Date     Condition        Report By
 QO0164  HISTORY     - 1954     MONUMENTED       USGS
 QO0164  HISTORY     - 1975     GOOD             MNDT
 QO0164  HISTORY     - 20031204 GOOD             MNDT
 QO0164  HISTORY     - 20070620 GOOD             MNDT
 QO0164
 QO0164                          STATION DESCRIPTION
 QO0164
 QO0164'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0164'2.3 MI ESE FROM CENTER CITY.
 QO0164'2.5 MILES SOUTHEAST ALONG TH 8 FROM THE JUNCTION OF TH 8 AND COUNTY
 QO0164'ROAD 9 (NORTH) IN CENTER CITY AND 1.1 MILES WEST ALONG TH 8 FROM THE
 QO0164'JUNCTION OF TH 8 AND COUNTY ROAD 21 IN SHAFER.  IT IS 64.6 FEET SOUTH
 QO0164'OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF TH 8 AT MILEPOINT 15.5,
 QO0164'65.1 FEET EAST-SOUTHEAST OF A POWER POLE, 46.5 FEET EAST OF BURIED
 QO0164'CABLE MARKER NUMBER 13 AND 3.5 FEET NORTH OF A TELEPHONE POLE.  IT IS
 QO0164'A BENCH MARK DISK IN A MAGNETIC CONCRETE MONUMENT SET FLUSH WITH THE
 QO0164'GROUND AND 0.6 FEET NORTH OF A STEEL WITNESS POST.  NW 1/4, SEC 6, T
 QO0164'33N, R 19W.
 QO0164
 QO0164                          STATION RECOVERY (2003)
 QO0164
 QO0164'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO0164'2.3 MI (3.7 KM) EAST-SOUTHEAST FROM CENTER CITY, 2.5 MI (4.0 KM)
 QO0164'SOUTHEAST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF COUNTY ROAD 9
 QO0164'(NORTH) AND TRUNK HIGHWAY 8 IN CENTER CITY, AT TRUNK HIGHWAY 8 MILE
 QO0164'POINT 15.5, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0164'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, 64.6 FT
 QO0164'(19.7 M) SOUTH OF TRUNK HIGHWAY 8, 65.1 FT (19.8 M) EAST-SOUTHEAST OF
 QO0164'POWER POLE, 46.5 FT (14.2 M) EAST OF CABLE MARKER, 3.5 FT (1.1 M)
 QO0164'NORTH OF TELEPHONE POLE, 0.6 FT (18 CM) NORTH OF A WITNESS POST
 QO0164
 QO0164                          STATION RECOVERY (2007)
 QO0164
 QO0164'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0164'2.3 MILES EAST-SOUTHEAST FROM CENTER CITY, 2.5 MILES SOUTHEAST ALONG
 QO0164'TRUNK HIGHWAY 8 FROM THE JUNCTION OF COUNTY ROAD 9 (NORTH) AND TRUNK
 QO0164'HIGHWAY 8 IN CENTER CITY, AT TRUNK HIGHWAY 8 MILEPOINT 15.5, 1.1 MILES
 QO0164'WEST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND
 QO0164'COUNTY ROAD 21 IN SHAFER, 64.6 FEET SOUTH OF TRUNK HIGHWAY 8, 65.1
 QO0164'FEET EAST-SOUTHEAST OF POWER POLE, 0.6 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0450 ***********************************************************************
 RN0450  DESIGNATION -  12 BOLT
 RN0450  PID         -  RN0450
 RN0450  STATE/COUNTY-  MN/PINE
 RN0450  COUNTRY     -  US
 RN0450  USGS QUAD   -  WILLOW RIVER (1981)
 RN0450
 RN0450                         *CURRENT SURVEY CONTROL
 RN0450  ______________________________________________________________________
 RN0450* NAD 83(1986) POSITION- 46 19 01.     (N) 092 50 43.     (W)   SCALED    
 RN0450* NAVD 88 ORTHO HEIGHT -   313.033  (meters)    1027.01  (feet) ADJUSTED  
 RN0450  ______________________________________________________________________
 RN0450  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 RN0450  DYNAMIC HEIGHT  -        313.042 (meters)     1027.04  (feet) COMP
 RN0450  MODELED GRAVITY -    980,634.2   (mgal)                       NAVD 88
 RN0450
 RN0450  VERT ORDER      -  SECOND    CLASS 0
 RN0450
 RN0450.The horizontal coordinates were scaled from a topographic map and have
 RN0450.an estimated accuracy of +/- 6 seconds.
 RN0450.
 RN0450.The orthometric height was determined by differential leveling and
 RN0450.adjusted in June 1991.
 RN0450
 RN0450.The dynamic height is computed by dividing the NAVD 88
 RN0450.geopotential number by the normal gravity value computed on the
 RN0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0450.degrees latitude (g = 980.6199 gals.).
 RN0450
 RN0450.The modeled gravity was interpolated from observed gravity values.
 RN0450
 RN0450;                    North         East    Units  Estimated Accuracy
 RN0450;SPC MN C     -   247,330.      908,180.      MT  (+/- 180 meters Scaled)
 RN0450
 RN0450                          SUPERSEDED SURVEY CONTROL
 RN0450
 RN0450  NGVD 29 (??/??/92)  312.923  (m)         1026.65   (f) ADJ UNCH    2 0
 RN0450
 RN0450.Superseded values are not recommended for survey control.
 RN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0450.See file dsdata.txt to determine how the superseded data were derived.
 RN0450
 RN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM119292(NAD 83)
 RN0450
 RN0450_MARKER: B = BOLT
 RN0450_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0450_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0450_STAMPING: PBM 12 MRC
 RN0450_MARK LOGO: MRC   
 RN0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0450
 RN0450  HISTORY     - Date     Condition        Report By
 RN0450  HISTORY     - UNK      MONUMENTED       DOD
 RN0450  HISTORY     - 1971     GOOD             MNDT
 RN0450  HISTORY     - 20081012 MARK NOT FOUND   MNDT
 RN0450
 RN0450                          STATION DESCRIPTION
 RN0450
 RN0450'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0450'IN WILLOW RIVER.
 RN0450'0.25 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF A
 RN0450'TOWNSHIP ROAD WITH COUNTY ROAD 43 AND THE BURLINGTON NORTHERN RAILROAD
 RN0450'IN WILLOW RIVER, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1 1/2
 RN0450'STORY FRAME HOUSE, 95 FEET WEST OF A POWER POLE (WITH TRANSFORMER), 61
 RN0450'FEET WEST OF THE CENTERLINE OF A TOWNSHIP AT A CURVE, 6 FEET WEST OF A
 RN0450'POWER POLE (WITH ANY WIRE), SURROUNDED BY WOODEN FENCE, MARKED WITH A
 RN0450'SIGN CANAL SURVEY MARKER 1800, LEADED IN A TILE 3 FEET BELOW THE
 RN0450'GROUND AND COVERED WITH A 4 INCH IRON PIPE WITH A STANDARD MISSISSIPPI
 RN0450'RIVER COMMISSION CAP, STAMPED PBM 12 MRC. THIS CAP WAS RESET BY MHD
 RN0450'2ND ORDER LEVEL CREW IN 12-1971.  SW 1/4, SEC 3, T 44N, R 20W.
 RN0450
 RN0450                          STATION RECOVERY (2008)
 RN0450
 RN0450'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWE)
 RN0450'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0449 ***********************************************************************
 RN0449  DESIGNATION -  12 CAP
 RN0449  PID         -  RN0449
 RN0449  STATE/COUNTY-  MN/PINE
 RN0449  COUNTRY     -  US
 RN0449  USGS QUAD   -  WILLOW RIVER (1981)
 RN0449
 RN0449                         *CURRENT SURVEY CONTROL
 RN0449  ______________________________________________________________________
 RN0449* NAD 83(1986) POSITION- 46 19 01.62   (N) 092 50 42.28   (W)   HD_HELD1  
 RN0449* NAVD 88 ORTHO HEIGHT -   314.250  (meters)    1031.00  (feet) ADJUSTED  
 RN0449  ______________________________________________________________________
 RN0449  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 RN0449  DYNAMIC HEIGHT  -        314.259 (meters)     1031.03  (feet) COMP
 RN0449  MODELED GRAVITY -    980,634.2   (mgal)                       NAVD 88
 RN0449
 RN0449  VERT ORDER      -  SECOND    CLASS 0
 RN0449
 RN0449.The horizontal coordinates were established by differentially corrected
 RN0449.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0449.
 RN0449.The orthometric height was determined by differential leveling and
 RN0449.adjusted in June 1991.
 RN0449
 RN0449.WARNING-Repeat measurements at this control monument indicate possible
 RN0449.vertical movement.
 RN0449
 RN0449.Photographs are available for this station.
 RN0449
 RN0449.The dynamic height is computed by dividing the NAVD 88
 RN0449.geopotential number by the normal gravity value computed on the
 RN0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0449.degrees latitude (g = 980.6199 gals.).
 RN0449
 RN0449.The modeled gravity was interpolated from observed gravity values.
 RN0449
 RN0449;                    North         East    Units  Estimated Accuracy
 RN0449;SPC MN C     -   247,351.9     908,192.4     MT  (+/- 3 meters HH1 GPS) 
 RN0449
 RN0449                          SUPERSEDED SURVEY CONTROL
 RN0449
 RN0449  NGVD 29 (??/??/92)  314.139  (m)         1030.64   (f) ADJ UNCH    2 0
 RN0449
 RN0449.Superseded values are not recommended for survey control.
 RN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0449.See file dsdata.txt to determine how the superseded data were derived.
 RN0449
 RN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1192729293(NAD 83)
 RN0449
 RN0449_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0449_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0449_STAMPING: PBM 12 MRC
 RN0449_MARK LOGO: DOD   
 RN0449_PROJECTION: PROJECTING 0 CENTIMETERS
 RN0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0449+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2008
 RN0449
 RN0449  HISTORY     - Date     Condition        Report By
 RN0449  HISTORY     - UNK      MONUMENTED       DOD
 RN0449  HISTORY     - 1971     GOOD             MNDT
 RN0449  HISTORY     - 20080122 GOOD             MNDT
 RN0449
 RN0449                          STATION DESCRIPTION
 RN0449
 RN0449'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0449'IN WILLOW RIVER.
 RN0449'0.25 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF A
 RN0449'TOWNSHIP ROAD WITH COUNTY ROAD 43 AND THE BURLINGTON NORTHERN RAILROAD
 RN0449'IN WILLOW RIVER, 108 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1 1/2
 RN0449'STORY FRAME HOUSE, 95 FEET WEST OF A POWER POLE (WITH TRANSFORMER), 61
 RN0449'FEET WEST OF THE CENTERLINE OF A TOWNSHIP AT A CURVE, 6 FEET WEST OF A
 RN0449'POWER POLE (WITH ANY WIRE), SURROUNDED BY WOODEN FENCE, MARKED WITH A
 RN0449'SIGN CANAL SURVEY MARKER 1800, LEADED IN A TILE 3 FEET BELOW THE
 RN0449'GROUND AND COVERED WITH A 4 INCH IRON PIPE WITH A STANDARD MISSISSIPPI
 RN0449'RIVER COMMISSION CAP, STAMPED PBM 12 MRC. THIS CAP WAS RESET BY MHD
 RN0449'2ND ORDER LEVEL CREW IN 12-1971.  SW 1/4, SEC 3, T 44N, R 20W.
 RN0449
 RN0449                          STATION RECOVERY (2008)
 RN0449
 RN0449'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 RN0449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8090 ***********************************************************************
 DM8090  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8090  DESIGNATION -  12 CEH
 DM8090  PID         -  DM8090
 DM8090  STATE/COUNTY-  MN/ITASCA
 DM8090  COUNTRY     -  US
 DM8090  USGS QUAD   -  SQUAW LAKE (1996)
 DM8090
 DM8090                         *CURRENT SURVEY CONTROL
 DM8090  ______________________________________________________________________
 DM8090* NAD 83(2007) POSITION- 47 38 37.66400(N) 094 12 11.33758(W)   ADJUSTED  
 DM8090* NAD 83(2007) ELLIP HT-   385.399 (meters)        (06/13/11)   ADJUSTED
 DM8090* NAD 83(2007) EPOCH   -  2002.00
 DM8090* NAVD 88 ORTHO HEIGHT -   413.79   (meters)    1357.6   (feet) GPS OBS   
 DM8090  ______________________________________________________________________
 DM8090  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM8090  NAD 83(2007) X  -   -315,550.423 (meters)                     COMP
 DM8090  NAD 83(2007) Y  - -4,293,747.941 (meters)                     COMP
 DM8090  NAD 83(2007) Z  -  4,690,568.724 (meters)                     COMP
 DM8090  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC09
 DM8090  HORZ ORDER      -  FIRST
 DM8090  ELLP ORDER      -  FOURTH    CLASS I
 DM8090
 DM8090.The horizontal coordinates were established by GPS observations
 DM8090.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8090
 DM8090.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8090.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8090
 DM8090.The horizontal coordinates are valid at the epoch date displayed above
 DM8090.which is a decimal equivalence of Year/Month/Day.
 DM8090
 DM8090.The orthometric height was determined by GPS observations and a
 DM8090.high-resolution geoid model using precise GPS observation and
 DM8090.processing techniques.
 DM8090
 DM8090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8090
 DM8090.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8090
 DM8090.The ellipsoidal height was determined by GPS observations
 DM8090.and is referenced to NAD 83.
 DM8090
 DM8090. The following values were computed from the NAD 83(2007) position.
 DM8090
 DM8090;                    North         East     Units Scale Factor Converg.
 DM8090;SPC MN N     -   227,750.622   717,122.408   MT  0.99990838   -0 49 03.6
 DM8090;SPC MN N     -   747,211.83  2,352,759.10   sFT  0.99990838   -0 49 03.6
 DM8090;UTM  15      - 5,277,411.986   409,635.004   MT  0.99970035   -0 53 20.9
 DM8090
 DM8090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8090!SPC MN N     -   0.99993960  x   0.99990838  =   0.99984798
 DM8090!UTM  15      -   0.99993960  x   0.99970035  =   0.99963997
 DM8090
 DM8090                          SUPERSEDED SURVEY CONTROL
 DM8090
 DM8090.No superseded survey control is available for this station.
 DM8090
 DM8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0963577411(NAD 83)
 DM8090
 DM8090_MARKER: DD = SURVEY DISK
 DM8090_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DM8090_STAMPING: 12 CEH 1971
 DM8090_MARK LOGO: USGS  
 DM8090_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8090+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DM8090
 DM8090  HISTORY     - Date     Condition        Report By
 DM8090  HISTORY     - 19710401 MONUMENTED       USGS
 DM8090  HISTORY     - 20091116 GOOD             MNDT
 DM8090
 DM8090                          STATION DESCRIPTION
 DM8090
 DM8090'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8090'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8090'THE MARK IS 3.0 MILES WEST-NORTHWEST OF SQUAW LAKE, 35 FEET NORTH AND
 DM8090'35 FEET EAST OF CROSSROADS, 3.5 FEET SOUTHWEST OF WITNESS POST, FROM
 DM8090'JUNCTION OF COUNTY ROAD 146 AND TRUNK HIGHWAY 46 IN SQUAW LAKE GO 3
 DM8090'MILES WEST, NORTHWEST THEN NORTH TO COUNTY ROAD 146 WEST, AT
 DM8090'CROSSROAD.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0637 ***********************************************************************
 SK0637  DESIGNATION -  12 CLC
 SK0637  PID         -  SK0637
 SK0637  STATE/COUNTY-  MN/POLK
 SK0637  COUNTRY     -  US
 SK0637  USGS QUAD   -  MC INTOSH (1982)
 SK0637
 SK0637                         *CURRENT SURVEY CONTROL
 SK0637  ______________________________________________________________________
 SK0637* NAD 83(1986) POSITION- 47 38 35.     (N) 095 53 11.     (W)   SCALED    
 SK0637* NAVD 88 ORTHO HEIGHT -   377.601  (meters)    1238.85  (feet) ADJUSTED  
 SK0637  ______________________________________________________________________
 SK0637  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 SK0637  DYNAMIC HEIGHT  -        377.649 (meters)     1239.00  (feet) COMP
 SK0637  MODELED GRAVITY -    980,727.5   (mgal)                       NAVD 88
 SK0637
 SK0637  VERT ORDER      -  THIRD
 SK0637
 SK0637.The horizontal coordinates were scaled from a topographic map and have
 SK0637.an estimated accuracy of +/- 6 seconds.
 SK0637.
 SK0637.The orthometric height was determined by differential leveling and
 SK0637.adjusted in June 1991.
 SK0637
 SK0637.Photographs are available for this station.
 SK0637
 SK0637.The dynamic height is computed by dividing the NAVD 88
 SK0637.geopotential number by the normal gravity value computed on the
 SK0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0637.degrees latitude (g = 980.6199 gals.).
 SK0637
 SK0637.The modeled gravity was interpolated from observed gravity values.
 SK0637
 SK0637;                    North         East    Units  Estimated Accuracy
 SK0637;SPC MN N     -   230,850.      590,700.      MT  (+/- 180 meters Scaled)
 SK0637
 SK0637                          SUPERSEDED SURVEY CONTROL
 SK0637
 SK0637  NGVD 29 (??/??/92)  377.25   (m)         1237.7    (f) COMPUTED    3 0
 SK0637
 SK0637.Superseded values are not recommended for survey control.
 SK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0637.See file dsdata.txt to determine how the superseded data were derived.
 SK0637
 SK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN832806(NAD 83)
 SK0637
 SK0637_MARKER: DB = BENCH MARK DISK
 SK0637_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0637_SP_SET: COPPER-CLAD STEEL ROD
 SK0637_STAMPING: 12 CLC 1967
 SK0637_MARK LOGO: USGS  
 SK0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0637
 SK0637  HISTORY     - Date     Condition        Report By
 SK0637  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0637
 SK0637                          STATION DESCRIPTION
 SK0637
 SK0637'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0637'1.1 KM (0.70 MI) NORTH FROM MCINTOSH.
 SK0637'MCINTOSH, 0.7 MI NORTH OF, NEAR THE CENTER OF NORTH SIDE OF SECTION
 SK0637'16, T. 148 N., 41 W., 284 FT NORTH 60 FT WEST OF A T-DRIVE WEST
 SK0637'LEADING IN TO THE RESIDENCE OF MAGNUS HAVEEN, 1 FT EAST OF A WITNESS
 SK0637'SIGN, AT THE NE. END OF A GROUP OF TREES, ON TOP OF A COPPER-CLAD
 SK0637'STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET STAMPED 12
 SK0637'CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0639 ***********************************************************************
 SK0639  DESIGNATION -  12 CLC A TBM
 SK0639  PID         -  SK0639
 SK0639  STATE/COUNTY-  MN/POLK
 SK0639  COUNTRY     -  US
 SK0639  USGS QUAD   -  MC INTOSH (1982)
 SK0639
 SK0639                         *CURRENT SURVEY CONTROL
 SK0639  ______________________________________________________________________
 SK0639* NAD 83(1986) POSITION- 47 39 31.     (N) 095 53 09.     (W)   SCALED    
 SK0639* NAVD 88 ORTHO HEIGHT -   373.071  (meters)    1223.98  (feet) ADJUSTED  
 SK0639  ______________________________________________________________________
 SK0639  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 SK0639  DYNAMIC HEIGHT  -        373.119 (meters)     1224.14  (feet) COMP
 SK0639  MODELED GRAVITY -    980,729.4   (mgal)                       NAVD 88
 SK0639
 SK0639  VERT ORDER      -  THIRD
 SK0639
 SK0639.The horizontal coordinates were scaled from a topographic map and have
 SK0639.an estimated accuracy of +/- 6 seconds.
 SK0639.
 SK0639.The orthometric height was determined by differential leveling and
 SK0639.adjusted in June 1991.
 SK0639
 SK0639.The dynamic height is computed by dividing the NAVD 88
 SK0639.geopotential number by the normal gravity value computed on the
 SK0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0639.degrees latitude (g = 980.6199 gals.).
 SK0639
 SK0639.The modeled gravity was interpolated from observed gravity values.
 SK0639
 SK0639;                    North         East    Units  Estimated Accuracy
 SK0639;SPC MN N     -   232,580.      590,800.      MT  (+/- 180 meters Scaled)
 SK0639
 SK0639                          SUPERSEDED SURVEY CONTROL
 SK0639
 SK0639.No superseded survey control is available for this station.
 SK0639
 SK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN833823(NAD 83)
 SK0639
 SK0639_MARKER: Z = SEE DESCRIPTION
 SK0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0639_SP_SET: IN METAL CULVERT
 SK0639_MARK LOGO: USGS  
 SK0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0639
 SK0639  HISTORY     - Date     Condition        Report By
 SK0639  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0639
 SK0639                          STATION DESCRIPTION
 SK0639
 SK0639'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0639'2.9 KM (1.80 MI) NORTH FROM MCINTOSH.
 SK0639'TBM 12 CLC A, 1.1 MI NORTH ALONG CO. HWY. FROM TABLET, 14 FT SOUTH, 34
 SK0639'FT EAST AND 3.4 FT LOWER THAN CROSSROADS, ON THE SOUTH END OF A METAL
 SK0639'CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0638 ***********************************************************************
 SK0638  DESIGNATION -  12 CLC RM
 SK0638  PID         -  SK0638
 SK0638  STATE/COUNTY-  MN/POLK
 SK0638  COUNTRY     -  US
 SK0638  USGS QUAD   -  MC INTOSH (1982)
 SK0638
 SK0638                         *CURRENT SURVEY CONTROL
 SK0638  ______________________________________________________________________
 SK0638* NAD 83(1986) POSITION- 47 38 39.     (N) 095 53 10.     (W)   SCALED    
 SK0638* NAVD 88 ORTHO HEIGHT -   376.332  (meters)    1234.68  (feet) ADJUSTED  
 SK0638  ______________________________________________________________________
 SK0638  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 SK0638  DYNAMIC HEIGHT  -        376.379 (meters)     1234.84  (feet) COMP
 SK0638  MODELED GRAVITY -    980,727.6   (mgal)                       NAVD 88
 SK0638
 SK0638  VERT ORDER      -  THIRD
 SK0638
 SK0638.The horizontal coordinates were scaled from a topographic map and have
 SK0638.an estimated accuracy of +/- 6 seconds.
 SK0638.
 SK0638.The orthometric height was determined by differential leveling and
 SK0638.adjusted in June 1991.
 SK0638
 SK0638.The dynamic height is computed by dividing the NAVD 88
 SK0638.geopotential number by the normal gravity value computed on the
 SK0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0638.degrees latitude (g = 980.6199 gals.).
 SK0638
 SK0638.The modeled gravity was interpolated from observed gravity values.
 SK0638
 SK0638;                    North         East    Units  Estimated Accuracy
 SK0638;SPC MN N     -   230,970.      590,720.      MT  (+/- 180 meters Scaled)
 SK0638
 SK0638                          SUPERSEDED SURVEY CONTROL
 SK0638
 SK0638  NGVD 29 (??/??/92)  375.98   (m)         1233.5    (f) COMPUTED    3 0
 SK0638
 SK0638.Superseded values are not recommended for survey control.
 SK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0638.See file dsdata.txt to determine how the superseded data were derived.
 SK0638
 SK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN832807(NAD 83)
 SK0638
 SK0638_MARKER: Q = CHISELED SQUARE
 SK0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0638_SP_SET: TOP OF CONCRETE CULVERT
 SK0638_MARK LOGO: USGS  
 SK0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0638
 SK0638  HISTORY     - Date     Condition        Report By
 SK0638  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0638
 SK0638                          STATION DESCRIPTION
 SK0638
 SK0638'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0638'1.1 KM (0.70 MI) NORTH FROM MCINTOSH.
 SK0638'REFERENCE MARK, 500 FT NE. OF TABLET, 51 FT SOUTH, 27 FT EAST AND 4.6
 SK0638'FT LOWER THAN CROSSROADS, ON THE EAST END OF A CONCRETE CULVERT, A
 SK0638'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8794 ***********************************************************************
 AC8794  DESIGNATION -  12 ES
 AC8794  PID         -  AC8794
 AC8794  STATE/COUNTY-  MN/RICE
 AC8794  COUNTRY     -  US
 AC8794  USGS QUAD   -  LITTLE CHICAGO (1960)
 AC8794
 AC8794                         *CURRENT SURVEY CONTROL
 AC8794  ______________________________________________________________________
 AC8794* NAD 83(1986) POSITION- 44 28 44.     (N) 093 21 17.     (W)   SCALED    
 AC8794* NAVD 88 ORTHO HEIGHT -   322.864  (meters)    1059.26  (feet) ADJUSTED  
 AC8794  ______________________________________________________________________
 AC8794  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 AC8794  DYNAMIC HEIGHT  -        322.827 (meters)     1059.14  (feet) COMP
 AC8794  MODELED GRAVITY -    980,495.4   (mgal)                       NAVD 88
 AC8794
 AC8794  VERT ORDER      -  SECOND    CLASS I
 AC8794
 AC8794.The horizontal coordinates were scaled from a topographic map and have
 AC8794.an estimated accuracy of +/- 6 seconds.
 AC8794.
 AC8794.The orthometric height was determined by differential leveling and
 AC8794.adjusted in September 1997.
 AC8794
 AC8794.Photographs are available for this station.
 AC8794
 AC8794.The dynamic height is computed by dividing the NAVD 88
 AC8794.geopotential number by the normal gravity value computed on the
 AC8794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8794.degrees latitude (g = 980.6199 gals.).
 AC8794
 AC8794.The modeled gravity was interpolated from observed gravity values.
 AC8794
 AC8794;                    North         East    Units  Estimated Accuracy
 AC8794;SPC MN S     -   264,520.      851,330.      MT  (+/- 180 meters Scaled)
 AC8794
 AC8794                          SUPERSEDED SURVEY CONTROL
 AC8794
 AC8794.No superseded survey control is available for this station.
 AC8794
 AC8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK717251(NAD 83)
 AC8794
 AC8794_MARKER: DB = BENCH MARK DISK
 AC8794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8794_STAMPING: 12 ES 1955
 AC8794_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8794
 AC8794  HISTORY     - Date     Condition        Report By
 AC8794  HISTORY     - 1955     MONUMENTED       USGS
 AC8794
 AC8794                          STATION DESCRIPTION
 AC8794
 AC8794'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (OCO)
 AC8794'THE MARK IS LOCATED 3.6 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8794'JUNCTION WITH MAIN STREET IN LONSDALE TO THE JUNCTION OF COUNTY ROAD
 AC8794'5, IN THE SOUTHWEST 1/4 OF SECTION 28, T112N, R21W.  THE MARK IS 71.0
 AC8794'FEET SOUTH OF AND 1 FOOT HIGHER THAN THE CENTER OF HIGHWAY 19(LONSDALE
 AC8794'BOULEVARD) AT MILEPOINT 166.05, 687 FEET WEST OF THE CENTER OF COUNTY
 AC8794'ROAD 5(DENT AVENUE), 23.0 FEET WEST OF THE CENTER OF AN ENTRANCE, AND
 AC8794'1.1 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 AC8794'BENCH MARK DISK STAMPED---12 ES 1955---, IS SET IN THE TOP OF A
 AC8794'MAGNETIC CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2322 ***********************************************************************
 DL2322  DESIGNATION -  12 HEH
 DL2322  PID         -  DL2322
 DL2322  STATE/COUNTY-  MN/ROSEAU
 DL2322  COUNTRY     -  US
 DL2322  USGS QUAD   -  BADGER (1966)
 DL2322
 DL2322                         *CURRENT SURVEY CONTROL
 DL2322  ______________________________________________________________________
 DL2322* NAD 83(2007) POSITION- 48 50 00.06734(N) 096 00 27.14561(W)   ADJUSTED  
 DL2322* NAD 83(2007) ELLIP HT-   291.772 (meters)        (04/01/09)   ADJUSTED
 DL2322* NAD 83(2007) EPOCH   -  2002.00
 DL2322* NAVD 88 ORTHO HEIGHT -   319.5    (meters)    1048.    (feet) GPS OBS   
 DL2322  ______________________________________________________________________
 DL2322  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2322  GEOID HEIGHT    -        -27.71  (meters)                     GEOID03
 DL2322  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DL2322  NAD 83(2007) X  -   -440,259.594 (meters)                     COMP
 DL2322  NAD 83(2007) Y  - -4,183,493.955 (meters)                     COMP
 DL2322  NAD 83(2007) Z  -  4,778,599.585 (meters)                     COMP
 DL2322  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 DL2322  HORZ ORDER      -  FIRST
 DL2322  ELLP ORDER      -  FOURTH    CLASS I
 DL2322
 DL2322.The horizontal coordinates were established by GPS observations
 DL2322.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2322
 DL2322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2322.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2322
 DL2322.The horizontal coordinates are valid at the epoch date displayed above
 DL2322.which is a decimal equivalence of Year/Month/Day.
 DL2322
 DL2322.The orthometric height was determined by GPS observations and a
 DL2322.high-resolution geoid model.
 DL2322
 DL2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2322
 DL2322.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2322
 DL2322.The ellipsoidal height was determined by GPS observations
 DL2322.and is referenced to NAD 83.
 DL2322
 DL2322. The following values were computed from the NAD 83(2007) position.
 DL2322
 DL2322;                    North         East     Units Scale Factor Converg.
 DL2322;SPC MN N     -   363,438.994   586,579.761   MT  1.00005504   -2 09 18.5
 DL2322;SPC MN N     - 1,192,382.77  1,924,470.43   sFT  1.00005504   -2 09 18.5
 DL2322;UTM  14      - 5,413,249.318   719,592.096   MT  1.00019244   +2 15 13.0
 DL2322;UTM  15      - 5,413,292.973   279,301.375   MT  1.00019843   -2 15 53.9
 DL2322
 DL2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2322!SPC MN N     -   0.99995428  x   1.00005504  =   1.00000931
 DL2322!UTM  14      -   0.99995428  x   1.00019244  =   1.00014671
 DL2322!UTM  15      -   0.99995428  x   1.00019843  =   1.00015270
 DL2322
 DL2322                          SUPERSEDED SURVEY CONTROL
 DL2322
 DL2322.No superseded survey control is available for this station.
 DL2322
 DL2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV1959213249(NAD 83)
 DL2322
 DL2322_MARKER: DD = SURVEY DISK
 DL2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2322_STAMPING: 12 HEH 1966
 DL2322_MARK LOGO: USGS  
 DL2322_PROJECTION: PROJECTING 8 CENTIMETERS
 DL2322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2322+STABILITY: SURFACE MOTION
 DL2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2322+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2322
 DL2322  HISTORY     - Date     Condition        Report By
 DL2322  HISTORY     - 1966     MONUMENTED       USGS
 DL2322  HISTORY     - 20091001 GOOD             MNDT
 DL2322
 DL2322                          STATION DESCRIPTION
 DL2322
 DL2322'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2322'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2322'THE MARK IS 3.5 MILES NORTH AND 0.5 MILE EAST OF BADGER, 2.7 MILES
 DL2322'NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND
 DL2322'COUNTY ROAD 3 AT MILEPOINT 58.7, 38 FEET SOUTH OF 300TH STREET, 62
 DL2322'FEET WEST OF COUNTY ROAD 3, AT CROSSROAD, 1.0 FOOT EAST OF WITNESS
 DL2322'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3012 ***********************************************************************
 DM3012  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3012  DESIGNATION -  12 JKP
 DM3012  PID         -  DM3012
 DM3012  STATE/COUNTY-  MN/STEVENS
 DM3012  COUNTRY     -  US
 DM3012  USGS QUAD   -  MORRIS (1994)
 DM3012
 DM3012                         *CURRENT SURVEY CONTROL
 DM3012  ______________________________________________________________________
 DM3012* NAD 83(2007) POSITION- 45 34 17.62594(N) 095 59 40.78910(W)   ADJUSTED  
 DM3012* NAD 83(2007) ELLIP HT-   315.191 (meters)        (08/31/10)   ADJUSTED
 DM3012* NAD 83(2007) EPOCH   -  2002.00
 DM3012* NAVD 88 ORTHO HEIGHT -   341.40   (meters)    1120.1   (feet) GPS OBS   
 DM3012  ______________________________________________________________________
 DM3012  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3012  GEOID HEIGHT    -        -26.17  (meters)                     GEOID03
 DM3012  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 DM3012  NAD 83(2007) X  -   -467,107.177 (meters)                     COMP
 DM3012  NAD 83(2007) Y  - -4,448,213.165 (meters)                     COMP
 DM3012  NAD 83(2007) Z  -  4,532,265.532 (meters)                     COMP
 DM3012  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC09
 DM3012  HORZ ORDER      -  FIRST
 DM3012  ELLP ORDER      -  THIRD     CLASS I
 DM3012
 DM3012.The horizontal coordinates were established by GPS observations
 DM3012.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3012
 DM3012.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3012.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3012
 DM3012.The horizontal coordinates are valid at the epoch date displayed above
 DM3012.which is a decimal equivalence of Year/Month/Day.
 DM3012
 DM3012.The orthometric height was determined by GPS observations and a
 DM3012.high-resolution geoid model using precise GPS observation and
 DM3012.processing techniques.
 DM3012
 DM3012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3012
 DM3012.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3012
 DM3012.The ellipsoidal height was determined by GPS observations
 DM3012.and is referenced to NAD 83.
 DM3012
 DM3012. The following values were computed from the NAD 83(2007) position.
 DM3012
 DM3012;                    North         East     Units Scale Factor Converg.
 DM3012;SPC MN C     -   165,027.694   663,822.956   MT  1.00001008   -1 15 43.4
 DM3012;SPC MN C     -   541,428.36  2,177,892.48   sFT  1.00001008   -1 15 43.4
 DM3012;UTM  15      - 5,050,809.719   266,335.076   MT  1.00027133   -2 08 22.3
 DM3012;UTM  14      - 5,050,840.885   734,497.671   MT  1.00027612   +2 08 49.8
 DM3012
 DM3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3012!SPC MN C     -   0.99995059  x   1.00001008  =   0.99996067
 DM3012!UTM  15      -   0.99995059  x   1.00027133  =   1.00022190
 DM3012!UTM  14      -   0.99995059  x   1.00027612  =   1.00022669
 DM3012
 DM3012                          SUPERSEDED SURVEY CONTROL
 DM3012
 DM3012.No superseded survey control is available for this station.
 DM3012
 DM3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6633550809(NAD 83)
 DM3012
 DM3012_MARKER: DD = SURVEY DISK
 DM3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3012_STAMPING: 12 JKP 1966
 DM3012_MARK LOGO: USGS  
 DM3012_PROJECTION: FLUSH
 DM3012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3012+STABILITY: SURFACE MOTION
 DM3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3012+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2010
 DM3012
 DM3012  HISTORY     - Date     Condition        Report By
 DM3012  HISTORY     - 19660401 MONUMENTED       USGS
 DM3012  HISTORY     - 20100315 GOOD             MNDT
 DM3012
 DM3012                          STATION DESCRIPTION
 DM3012
 DM3012'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM3012'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3012'THE MARK IS 4.0 MILES WEST OF MORRIS, 4.25 MILES SOUTHWEST AND WEST
 DM3012'ALONG TRUNK HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND TRUNK
 DM3012'HIGHWAY 9 IN MORRIS, AT TRUNK HIGHWAY 28 MILEPOINT 43.85, 102 FEET
 DM3012'NORTH OF TRUNK HIGHWAY 28, 98 FEET WEST OF COUNTY ROAD 65 (520TH
 DM3012'AVENUE NORTH), IN NORTHWEST QUADRANT MILEPOINT 43.80, 2.0 FEET WEST OF
 DM3012'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8566 ***********************************************************************
 DF8566  DESIGNATION -  12 JMK
 DF8566  PID         -  DF8566
 DF8566  STATE/COUNTY-  MN/MURRAY
 DF8566  COUNTRY     -  US
 DF8566  USGS QUAD   -  WALNUT GROVE (1967)
 DF8566
 DF8566                         *CURRENT SURVEY CONTROL
 DF8566  ______________________________________________________________________
 DF8566* NAD 83(2007) POSITION- 44 08 16.12109(N) 095 28 57.61947(W)   ADJUSTED  
 DF8566* NAD 83(2007) ELLIP HT-   405.872 (meters)        (02/10/07)   ADJUSTED
 DF8566* NAD 83(2007) EPOCH   -  2002.00
 DF8566* NAVD 88 ORTHO HEIGHT -   432.8    (meters)    1420.    (feet) GPS OBS   
 DF8566  ______________________________________________________________________
 DF8566  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8566  GEOID HEIGHT    -        -26.86  (meters)                     GEOID99
 DF8566  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DF8566  NAD 83(2007) X  -   -438,083.707 (meters)                     COMP
 DF8566  NAD 83(2007) Y  - -4,564,141.018 (meters)                     COMP
 DF8566  NAD 83(2007) Z  -  4,419,376.502 (meters)                     COMP
 DF8566  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC09
 DF8566
 DF8566  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8566  Type                                         Horiz  Ellip  Dist(km)
 DF8566  -------------------------------------------------------------------
 DF8566  NETWORK                                       0.40   0.59
 DF8566  -------------------------------------------------------------------
 DF8566  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.36   0.60      7.55
 DF8566  -------------------------------------------------------------------
 DF8566  NOTE: Click here for information on individual local accuracy
 DF8566  values and other accuracy information.
 DF8566
 DF8566
 DF8566.The horizontal coordinates were established by GPS observations
 DF8566.and adjusted by the National Geodetic Survey in February 2007.
 DF8566
 DF8566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8566.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8566
 DF8566.The horizontal coordinates are valid at the epoch date displayed above
 DF8566.which is a decimal equivalence of Year/Month/Day.
 DF8566
 DF8566.The orthometric height was determined by GPS observations and a
 DF8566.high-resolution geoid model.
 DF8566
 DF8566.Photographs are available for this station.
 DF8566
 DF8566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8566
 DF8566.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8566
 DF8566.The ellipsoidal height was determined by GPS observations
 DF8566.and is referenced to NAD 83.
 DF8566
 DF8566. The following values were computed from the NAD 83(2007) position.
 DF8566
 DF8566;                    North         East     Units Scale Factor Converg.
 DF8566;SPC MN S     -   227,499.894   681,369.500   MT  0.99994207   -1 02 21.3
 DF8566;SPC MN S     -   746,389.24  2,235,459.77   sFT  0.99994207   -1 02 21.3
 DF8566;UTM  15      - 4,890,176.569   301,413.314   MT  1.00008504   -1 43 46.1
 DF8566
 DF8566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8566!SPC MN S     -   0.99993636  x   0.99994207  =   0.99987844
 DF8566!UTM  15      -   0.99993636  x   1.00008504  =   1.00002140
 DF8566
 DF8566                          SUPERSEDED SURVEY CONTROL
 DF8566
 DF8566  NAD 83(1996)-  44 08 16.12059(N)    095 28 57.61871(W) AD(       ) 1
 DF8566  ELLIP H (10/22/03)  405.917  (m)                       GP(       ) 3 1
 DF8566
 DF8566.Superseded values are not recommended for survey control.
 DF8566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8566.See file dsdata.txt to determine how the superseded data were derived.
 DF8566
 DF8566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0141390176(NAD 83)
 DF8566
 DF8566_MARKER: DB = BENCH MARK DISK
 DF8566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8566_STAMPING: 12 JMK 1966 1419
 DF8566_MARK LOGO: USGS  
 DF8566_PROJECTION: FLUSH
 DF8566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8566+STABILITY: SURFACE MOTION
 DF8566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8566+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 DF8566
 DF8566  HISTORY     - Date     Condition        Report By
 DF8566  HISTORY     - 1966     MONUMENTED       USGS
 DF8566  HISTORY     - 20030513 GOOD             MNDT
 DF8566  HISTORY     - 20040701 GOOD             MNDT
 DF8566
 DF8566                          STATION DESCRIPTION
 DF8566
 DF8566'DESCRIBED BY MN DEPT OF TRANSP 2003 (JBG)
 DF8566'THE MARK WAS RECOVERED 6 MILES (9.7 KM) SSW OF WALNUT GROVE.  FROM THE
 DF8566'JCT OF CO RD 5 AND TH 14 IN WALNUT GROVE GO 2 MILES (3.2 KM) SOUTH ON
 DF8566'CO RD 5 THEN 4.5 MILES (7.2 KM) WEST AND SOUTH ON CO RD 45.  THE MARK
 DF8566'IS A STANDARD US DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK IN A
 DF8566'CONCRETE MONUMENT, 53 FT (16.2 M) SOUTH OF 201ST ST, 44 FT (13.4 M)
 DF8566'WEST OF 290TH AVE, 0.3 FT (9.1 CM) SOUTH OF FENCE, 0.4 FT (12.2 CM)
 DF8566'WEST OF A WITNESS POST, FLUSH AND MAGNETIC.
 DF8566
 DF8566                          STATION RECOVERY (2004)
 DF8566
 DF8566'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DF8566'GO 2.0 MILES SOUTH ALONG COUNTY ROAD 5 FROM JUNCTION OF COUNTY ROAD 5
 DF8566'AND TRUNK HIGHWAY 14 IN WALNUT GROVE, THENCE 4.5 MILES WEST AND SOUTH
 DF8566'ON COUNTY ROAD 45, 53 FEET SOUTH OF 201 STREET, 44 FEET WEST OF 290TH
 DF8566'AVENUE, 0.3 FEET SOUTH OF FENCE, 0.4 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6254 ***********************************************************************
 DK6254  DESIGNATION -  12 KEE
 DK6254  PID         -  DK6254
 DK6254  STATE/COUNTY-  MN/KITTSON
 DK6254  COUNTRY     -  US
 DK6254  USGS QUAD   -  SKULL LAKE (1966)
 DK6254
 DK6254                         *CURRENT SURVEY CONTROL
 DK6254  ______________________________________________________________________
 DK6254* NAD 83(2007) POSITION- 48 58 38.60113(N) 096 40 08.61085(W)   ADJUSTED  
 DK6254* NAD 83(2007) ELLIP HT-   276.488 (meters)        (07/11/08)   ADJUSTED
 DK6254* NAD 83(2007) EPOCH   -  2002.00
 DK6254* NAVD 88 ORTHO HEIGHT -   303.8    (meters)     997.    (feet) GPS OBS   
 DK6254  ______________________________________________________________________
 DK6254  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6254  GEOID HEIGHT    -        -27.27  (meters)                     GEOID03
 DK6254  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DK6254  NAD 83(2007) X  -   -487,127.256 (meters)                     COMP
 DK6254  NAD 83(2007) Y  - -4,166,131.698 (meters)                     COMP
 DK6254  NAD 83(2007) Z  -  4,789,117.286 (meters)                     COMP
 DK6254  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC09
 DK6254  HORZ ORDER      -  FIRST
 DK6254  ELLP ORDER      -  FOURTH    CLASS I
 DK6254
 DK6254.The horizontal coordinates were established by GPS observations
 DK6254.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6254
 DK6254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6254.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6254
 DK6254.The horizontal coordinates are valid at the epoch date displayed above
 DK6254.which is a decimal equivalence of Year/Month/Day.
 DK6254
 DK6254.The orthometric height was determined by GPS observations and a
 DK6254.high-resolution geoid model.
 DK6254
 DK6254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6254
 DK6254.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6254
 DK6254.The ellipsoidal height was determined by GPS observations
 DK6254.and is referenced to NAD 83.
 DK6254
 DK6254. The following values were computed from the NAD 83(2007) position.
 DK6254
 DK6254;                    North         East     Units Scale Factor Converg.
 DK6254;SPC MN N     -   381,475.320   538,793.481   MT  1.00010235   -2 38 43.6
 DK6254;SPC MN N     - 1,251,556.95  1,767,691.61   sFT  1.00010235   -2 38 43.6
 DK6254;UTM  14      - 5,427,560.452   670,561.637   MT  0.99995739   +1 45 32.4
 DK6254
 DK6254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6254!SPC MN N     -   0.99995667  x   1.00010235  =   1.00005902
 DK6254!UTM  14      -   0.99995667  x   0.99995739  =   0.99991406
 DK6254
 DK6254                          SUPERSEDED SURVEY CONTROL
 DK6254
 DK6254.No superseded survey control is available for this station.
 DK6254
 DK6254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV7056127560(NAD 83)
 DK6254
 DK6254_MARKER: DD = SURVEY DISK
 DK6254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6254_STAMPING: 12 KEE 1966
 DK6254_MARK LOGO: USGS  
 DK6254_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6254+STABILITY: SURFACE MOTION
 DK6254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6254+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2008
 DK6254
 DK6254  HISTORY     - Date     Condition        Report By
 DK6254  HISTORY     - 1966     MONUMENTED       USGS
 DK6254  HISTORY     - 20080131 GOOD             MN-069
 DK6254
 DK6254                          STATION DESCRIPTION
 DK6254
 DK6254'DESCRIBED BY KITTSON COUNTY MINNESOTA 2008 (JRT)
 DK6254'9 MILES NORTHEAST OF LANCASTER, 6.0 MI (9.7 KM) EAST OF TRUNK HIGHWAY
 DK6254'59 ON COUNTY ROAD 51, 78 FEET SOUTH OF ROAD AT FIELD ENTRANCE, 8.2
 DK6254'FEET WEST OF GATE POST, 3.0 FEET SOUTHEAST OF WITNESS POST, UNDER BARB
 DK6254'WIRE FENCE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6009 ***********************************************************************
 DH6009  DESIGNATION -  12 LNB
 DH6009  PID         -  DH6009
 DH6009  STATE/COUNTY-  MN/DOUGLAS
 DH6009  COUNTRY     -  US
 DH6009  USGS QUAD   -  ROSE CITY (1969)
 DH6009
 DH6009                         *CURRENT SURVEY CONTROL
 DH6009  ______________________________________________________________________
 DH6009* NAD 83(1986) POSITION- 46 00 38.     (N) 095 13 45.     (W)   SCALED    
 DH6009* NAVD 88 ORTHO HEIGHT -   416.906  (meters)    1367.80  (feet) ADJUSTED  
 DH6009  ______________________________________________________________________
 DH6009  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DH6009  DYNAMIC HEIGHT  -        416.908 (meters)     1367.81  (feet) COMP
 DH6009  MODELED GRAVITY -    980,606.9   (mgal)                       NAVD 88
 DH6009
 DH6009  VERT ORDER      -  THIRD
 DH6009
 DH6009.The horizontal coordinates were scaled from a topographic map and have
 DH6009.an estimated accuracy of +/- 6 seconds.
 DH6009.
 DH6009.The orthometric height was determined by differential leveling and
 DH6009.adjusted in May 2009.
 DH6009
 DH6009.No vertical observational check was made to the station.
 DH6009
 DH6009.Photographs are available for this station.
 DH6009
 DH6009.The dynamic height is computed by dividing the NAVD 88
 DH6009.geopotential number by the normal gravity value computed on the
 DH6009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6009.degrees latitude (g = 980.6199 gals.).
 DH6009
 DH6009.The modeled gravity was interpolated from observed gravity values.
 DH6009
 DH6009;                    North         East    Units  Estimated Accuracy
 DH6009;SPC MN C     -   212,790.      724,170.      MT  (+/- 180 meters Scaled)
 DH6009
 DH6009                          SUPERSEDED SURVEY CONTROL
 DH6009
 DH6009.No superseded survey control is available for this station.
 DH6009
 DH6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL274976(NAD 83)
 DH6009
 DH6009_MARKER: DD = SURVEY DISK
 DH6009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6009_STAMPING: 12 LNB 1967
 DH6009_MARK LOGO: USGS  
 DH6009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6009+STABILITY: SURFACE MOTION
 DH6009
 DH6009  HISTORY     - Date     Condition        Report By
 DH6009  HISTORY     - 1967     MONUMENTED       USGS
 DH6009
 DH6009                          STATION DESCRIPTION
 DH6009
 DH6009'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6009'MILTONA, ABOUT 2.5 MI (4.0 KM) SOUTH THENCE 3.0 MI (4.8 KM) EAST OF,
 DH6009'BELLE RIVER, ABOUT 1.4 MI (2.3 KM) NORTH OF, ABOUT 0.15 MI (0.24 KM)
 DH6009'SOUTH OF QUARTER CORNER BETWEEN SECTIONS 4 AN 5, T. 129 NORTH, R. 26
 DH6009'WEST, 29 FT (8.8 M) SOUTH AND 54 FT (16.5 M) EAST AND 1.3 FT (0.4 M)
 DH6009'HIGHER THAN RD. AT DRIVEWAY EAST, 2 FT (0.6 M) SOUTH OF A POWER POLE
 DH6009'AND 1.4 FT (0.4 M) NORTH OF METAL WITNESS POST, IN A CONCRETE POST, A
 DH6009'STANDARD TABLET STAMPED 12 LNB 1967  1367.167
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1698 ***********************************************************************
 DN1698  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1698  DESIGNATION -  12 NW
 DN1698  PID         -  DN1698
 DN1698  STATE/COUNTY-  MN/ANOKA
 DN1698  COUNTRY     -  US
 DN1698  USGS QUAD   -  COON LAKE BEACH (1993)
 DN1698
 DN1698                         *CURRENT SURVEY CONTROL
 DN1698  ______________________________________________________________________
 DN1698* NAD 83(2007) POSITION- 45 16 48.93133(N) 093 09 09.75660(W)   ADJUSTED  
 DN1698* NAD 83(2007) ELLIP HT-   248.414 (meters)        (07/18/11)   ADJUSTED
 DN1698* NAD 83(2007) EPOCH   -  2002.00
 DN1698* NAVD 88 ORTHO HEIGHT -   276.27   (meters)     906.4   (feet) GPS OBS   
 DN1698  ______________________________________________________________________
 DN1698  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DN1698  NAD 83(2007) X  -   -247,251.198 (meters)                     COMP
 DN1698  NAD 83(2007) Y  - -4,488,883.818 (meters)                     COMP
 DN1698  NAD 83(2007) Z  -  4,509,494.810 (meters)                     COMP
 DN1698  LAPLACE CORR    -          5.93  (seconds)                    DEFLEC09
 DN1698  HORZ ORDER      -  FIRST
 DN1698  ELLP ORDER      -  SECOND    CLASS I
 DN1698
 DN1698.The horizontal coordinates were established by GPS observations
 DN1698.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1698
 DN1698.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1698.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1698
 DN1698.The horizontal coordinates are valid at the epoch date displayed above
 DN1698.which is a decimal equivalence of Year/Month/Day.
 DN1698
 DN1698.The orthometric height was determined by GPS observations and a
 DN1698.high-resolution geoid model using precise GPS observation and
 DN1698.processing techniques.
 DN1698
 DN1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1698
 DN1698.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1698
 DN1698.The ellipsoidal height was determined by GPS observations
 DN1698.and is referenced to NAD 83.
 DN1698
 DN1698. The following values were computed from the NAD 83(2007) position.
 DN1698
 DN1698;                    North         East     Units Scale Factor Converg.
 DN1698;SPC MN S     -   353,717.272   866,479.413   MT  1.00001452   +0 35 38.0
 DN1698;SPC MN S     - 1,160,487.42  2,842,774.54   sFT  1.00001452   +0 35 38.0
 DN1698;UTM  15      - 5,014,095.698   488,022.923   MT  0.99960176   -0 06 30.6
 DN1698
 DN1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1698!SPC MN S     -   0.99996105  x   1.00001452  =   0.99997557
 DN1698!UTM  15      -   0.99996105  x   0.99960176  =   0.99956283
 DN1698
 DN1698                          SUPERSEDED SURVEY CONTROL
 DN1698
 DN1698.No superseded survey control is available for this station.
 DN1698
 DN1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8802214095(NAD 83)
 DN1698
 DN1698_MARKER: I = METAL ROD
 DN1698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1698_MARK LOGO: MN-003
 DN1698_PROJECTION: FLUSH
 DN1698_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1698+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DN1698_ROD/PIPE-DEPTH:  3.0 meters
 DN1698
 DN1698  HISTORY     - Date     Condition        Report By
 DN1698  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1698  HISTORY     - 20070814 GOOD             MNDT
 DN1698
 DN1698                          STATION DESCRIPTION
 DN1698
 DN1698'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DN1698'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1698'THE MARK IS IN HAM LAKE, 4.1 MILES EAST ALONG LEXINGTON AVENUE
 DN1698'NORTHEAST (COUNTY ROAD 18)FROM JUNCTION OF COUNTY ROAD 18 AND TRUNK
 DN1698'HIGHWAY 65 IN HAM LAKE, 85 FEET WEST OF COUNTY ROAD 17 (LEXINGTON
 DN1698'AVENUE NORTHEAST), 75 FEET NORTH OF CROSSTOWN BOULEVARD NORTHEAST, 35
 DN1698'FEET SOUTHWEST OF SOUTHWEST CORNER OF UNDERGROUND CABLE BOX, 6 FEET
 DN1698'NORTHEAST OF EAST LEG OF LINDSAY'S GREENHOUSE SIGN, 1.3 FEET SOUTHEAST
 DN1698'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5046 ***********************************************************************
 AC5046  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5046  DESIGNATION -  12 RC
 AC5046  PID         -  AC5046
 AC5046  STATE/COUNTY-  MN/HOUSTON
 AC5046  COUNTRY     -  US
 AC5046  USGS QUAD   -  MOUND PRAIRIE (1973)
 AC5046
 AC5046                         *CURRENT SURVEY CONTROL
 AC5046  ______________________________________________________________________
 AC5046* NAD 83(2007) POSITION- 43 49 28.81061(N) 091 27 17.24427(W)   NO CHECK  
 AC5046* NAD 83(2007) ELLIP HT-   343.875 (meters)        (02/10/07)   NO CHECK
 AC5046* NAD 83(2007) EPOCH   -  2002.00
 AC5046* NAVD 88 ORTHO HEIGHT -   374.85   (meters)    1229.8   (feet) GPS OBS   
 AC5046  ______________________________________________________________________
 AC5046  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5046  GEOID HEIGHT    -        -30.95  (meters)                     GEOID03
 AC5046  GEOID HEIGHT    -        -31.05  (meters)                     GEOID09
 AC5046  NAD 83(2007) X  -   -117,019.960 (meters)                     COMP
 AC5046  NAD 83(2007) Y  - -4,607,749.963 (meters)                     COMP
 AC5046  NAD 83(2007) Z  -  4,394,295.550 (meters)                     COMP
 AC5046  LAPLACE CORR    -         -7.39  (seconds)                    DEFLEC09
 AC5046
 AC5046  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC5046  Type                                         Horiz  Ellip  Dist(km)
 AC5046  -------------------------------------------------------------------
 AC5046  NETWORK                                       2.26   4.02
 AC5046  -------------------------------------------------------------------
 AC5046  MEDIAN LOCAL ACCURACY AND DIST (005 points)   2.27   4.04     11.93
 AC5046  -------------------------------------------------------------------
 AC5046  NOTE: Click here for information on individual local accuracy
 AC5046  values and other accuracy information.
 AC5046
 AC5046
 AC5046.The horizontal coordinates were established by GPS observations
 AC5046.and adjusted by the National Geodetic Survey in February 2007.
 AC5046
 AC5046.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC5046.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC5046
 AC5046.The horizontal coordinates are valid at the epoch date displayed above
 AC5046.which is a decimal equivalence of Year/Month/Day.
 AC5046
 AC5046.No horizontal observational check was made to the station.
 AC5046.
 AC5046.The orthometric height was determined by GPS observations and a
 AC5046.high-resolution geoid model using precise GPS observation and
 AC5046.processing techniques.
 AC5046
 AC5046.Photographs are available for this station.
 AC5046
 AC5046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5046
 AC5046.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC5046
 AC5046.The ellipsoidal height was determined by GPS observations
 AC5046.and is referenced to NAD 83.
 AC5046
 AC5046. The following values were computed from the NAD 83(2007) position.
 AC5046
 AC5046;                    North         East     Units Scale Factor Converg.
 AC5046;SPC MN S     -   194,818.679 1,004,706.935   MT  0.99999130   +1 47 02.4
 AC5046;SPC MN S     -   639,167.62  3,296,276.00   sFT  0.99999130   +1 47 02.4
 AC5046;UTM  15      - 4,853,559.903   624,250.713   MT  0.99978989   +1 04 12.4
 AC5046
 AC5046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5046!SPC MN S     -   0.99994608  x   0.99999130  =   0.99993738
 AC5046!UTM  15      -   0.99994608  x   0.99978989  =   0.99973598
 AC5046
 AC5046                          SUPERSEDED SURVEY CONTROL
 AC5046
 AC5046  NAD 83(1996)-  43 49 28.81018(N)    091 27 17.24350(W) AD(       ) 1
 AC5046  ELLIP H (01/15/97)  343.934  (m)                       GP(       ) 4 2
 AC5046  NAVD 88 (01/15/97)  374.9    (m)  GEOID96 model used   GPS OBS        
 AC5046
 AC5046.Superseded values are not recommended for survey control.
 AC5046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5046.See file dsdata.txt to determine how the superseded data were derived.
 AC5046
 AC5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2425053559(NAD 83)
 AC5046
 AC5046_MARKER: DB = BENCH MARK DISK
 AC5046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5046_STAMPING: 12 RC 1955
 AC5046_MARK LOGO: USGS  
 AC5046_PROJECTION: PROJECTING 5 CENTIMETERS
 AC5046_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC5046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5046+STABILITY: SURFACE MOTION
 AC5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5046+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2008
 AC5046
 AC5046  HISTORY     - Date     Condition        Report By
 AC5046  HISTORY     - 1955     MONUMENTED       USGS
 AC5046  HISTORY     - 19960315 GOOD             MN-055
 AC5046  HISTORY     - 20080311 GOOD             MNDT
 AC5046
 AC5046                          STATION DESCRIPTION
 AC5046
 AC5046'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5046'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AC5046'2.75 MI (4.43 KM) NNE OF THE TOWN OF MOUND PRAIRIE IN THE SW 1/4 OF
 AC5046'SECTION 9, T104N, R5W.  TO REACH THE MARK FROM THE JCT OF CO RD 21 AND
 AC5046'CO RD 25 IN MOUND PRAIRIE, GO NORTH FOR 3.05 MI (4.91 KM) ON CO RD 25
 AC5046'TO THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN A CONC MON, IS AT
 AC5046'THE SE COR OF THE SCHOOL YARD, 50 FT (15.2 M) NORTH OF A T-RD TO THE
 AC5046'EAST, 104 FT (31.7 M) SE OF THE SE COR OF A SCHOOLHOUSE. RECOVERED AND
 AC5046'DESCRIBED BY TAMMY A.  MAUSS, CHECKED BY J.E.M.
 AC5046
 AC5046                          STATION RECOVERY (2008)
 AC5046
 AC5046'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AC5046'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5046'THE MARK IS 3.05 MILES NORTH OF COUNTY ROAD 21 IN MOUND PRAIRIE, 6.4
 AC5046'MILES NORTHEAST OF HOUSTON, 5.5 MILES EAST ALONG TRUNK HIGHWAY 16 FROM
 AC5046'THE JUNCTION OF TRUNK HIGHWAY 76 IN HOUSTON, THEN 4.7 MILES NORTH
 AC5046'ALONG COUNTY ROAD 25, THEN 0.2 MILE NORTH ALONG SOUTH RIDGE ROAD, 250
 AC5046'FEET SOUTHEAST OF SOUTH RIDGE ROAD AND GEODE DRIVE, 0.5 FOOT WEST OF
 AC5046'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1692 ***********************************************************************
 RN1692  DESIGNATION -  12 RESET
 RN1692  PID         -  RN1692
 RN1692  STATE/COUNTY-  MN/ST LOUIS
 RN1692  COUNTRY     -  US
 RN1692  USGS QUAD   -  WEST DULUTH (1993)
 RN1692
 RN1692                         *CURRENT SURVEY CONTROL
 RN1692  ______________________________________________________________________
 RN1692* NAD 83(2007) POSITION- 46 43 08.79202(N) 092 10 15.81071(W)   ADJUSTED  
 RN1692* NAD 83(2007) ELLIP HT-   157.182 (meters)        (02/10/07)   ADJUSTED
 RN1692* NAD 83(2007) EPOCH   -  2002.00
 RN1692* NAVD 88 ORTHO HEIGHT -   185.1    (meters)     607.    (feet) VERTCON   
 RN1692  ______________________________________________________________________
 RN1692  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 RN1692  NAD 83(2007) X  -   -165,949.762 (meters)                     COMP
 RN1692  NAD 83(2007) Y  - -4,377,436.053 (meters)                     COMP
 RN1692  NAD 83(2007) Z  -  4,620,527.153 (meters)                     COMP
 RN1692  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC09
 RN1692
 RN1692  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1692  Type                                         Horiz  Ellip  Dist(km)
 RN1692  -------------------------------------------------------------------
 RN1692  NETWORK                                       2.19   2.78
 RN1692  -------------------------------------------------------------------
 RN1692  MEDIAN LOCAL ACCURACY AND DIST (003 points)   2.12   2.53      3.68
 RN1692  -------------------------------------------------------------------
 RN1692  NOTE: Click here for information on individual local accuracy
 RN1692  values and other accuracy information.
 RN1692
 RN1692
 RN1692.The horizontal coordinates were established by GPS observations
 RN1692.and adjusted by the National Geodetic Survey in February 2007.
 RN1692
 RN1692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1692.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1692
 RN1692.The horizontal coordinates are valid at the epoch date displayed above
 RN1692.which is a decimal equivalence of Year/Month/Day.
 RN1692
 RN1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1692
 RN1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1692
 RN1692.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1692
 RN1692.The ellipsoidal height was determined by GPS observations
 RN1692.and is referenced to NAD 83.
 RN1692
 RN1692. The following values were computed from the NAD 83(2007) position.
 RN1692
 RN1692;                    North         East     Units Scale Factor Converg.
 RN1692;SPC MN N     -   124,786.792   871,025.719   MT  1.00009070   +0 41 18.8
 RN1692;SPC MN N     -   409,404.67  2,857,690.21   sFT  1.00009070   +0 41 18.8
 RN1692;SPC WI N     -   174,819.782   434,036.657   MT  0.99999165   -1 33 58.1
 RN1692;SPC WI N     -   573,554.57  1,424,001.93   sFT  0.99999165   -1 33 58.1
 RN1692;UTM  15      - 5,174,284.100   563,350.140   MT  0.99964933   +0 36 12.6
 RN1692
 RN1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1692!SPC MN N     -   0.99997536  x   1.00009070  =   1.00006606
 RN1692!SPC WI N     -   0.99997536  x   0.99999165  =   0.99996701
 RN1692!UTM  15      -   0.99997536  x   0.99964933  =   0.99962470
 RN1692
 RN1692                          SUPERSEDED SURVEY CONTROL
 RN1692
 RN1692  NAD 83(1996)-  46 43 08.79177(N)    092 10 15.81122(W) AD(       ) 2
 RN1692  ELLIP H (03/16/99)  157.226  (m)                       GP(       ) 4 1
 RN1692  NAD 83(1991)-  46 43 08.79210(N)    092 10 15.81052(W) AD(       ) 2
 RN1692  ELLIP H (11/21/91)  157.145  (m)                       GP(       ) 4 1
 RN1692  NAD 83(1986)-  46 43 08.78842(N)    092 10 15.81156(W) AD(       ) 2
 RN1692  NGVD 29 (05/23/89)  185.1    (m)  RAPSU86 model used   GPS OBS        
 RN1692
 RN1692.Superseded values are not recommended for survey control.
 RN1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1692.See file dsdata.txt to determine how the superseded data were derived.
 RN1692
 RN1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6335074284(NAD 83)
 RN1692
 RN1692_MARKER: A = ALUMINUM MARKER
 RN1692_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RN1692_SP_SET: SURROUNDED BY MASS OF CONCRETE
 RN1692_STAMPING: 12 RESET
 RN1692_MARK LOGO: USE   
 RN1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1692+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1692
 RN1692  HISTORY     - Date     Condition        Report By
 RN1692  HISTORY     - 1988     MONUMENTED       USE
 RN1692  HISTORY     - 19960924 MARK NOT FOUND   USPSQD
 RN1692
 RN1692                          STATION DESCRIPTION
 RN1692
 RN1692'DESCRIBED BY US ENGINEERS 1988
 RN1692'TO REACH THE STATION FROM THE I-35 AND I-535 INTERCHANGE, PROCEED
 RN1692'SOUTHWESTERLY ON I-35 FOR APPROXIMATELY 4.8 KM (3.00 MI) TO THE
 RN1692'CENTRAL AVENUE EXIT.  CONTINUE SOUTH ON CENTRAL AVENUE FOR 0.5 KM
 RN1692'(0.30 MI) TO RALEIGH STREET, PROCEED WEST ON RALEIGH STREET FOR
 RN1692'APPROXIMATELY 0.4 KM (0.25 MI) TO 59TH AVENUE WEST, THEN CONTINUE
 RN1692'SOUTH ON 59TH AVENUE  ACROSS THE RAILWAY TRACKS AND INTO THE HALET
 RN1692'COAL DOCK AREA.  FOLLOW THE TRAIL SOUTHERLY THROUGH THE DOCK AREA TO
 RN1692'THE EDGE OF THE ST LOUIS BAY.
 RN1692'THE STATION IS LOCATED APPROXIMATELY 1.5 M (4.9 FT) SOUTH OF THE
 RN1692'CONCRETE STOP ON THE SOUTHWESTERLY SECTION OF RAILWAY TRACK.  THE
 RN1692'STATION IS APPROXIMATELY 7 M (23.0 FT) NORTH OF THE ST LOUIS BAY.
 RN1692'THE STATION IS A BERNTSEN 6 FT TOP SECURITY MONUMENT COMPLETE WITH
 RN1692'AN ACCESS COVER.  THE MONUMENT IS SURROUNDED WITH CONCRETE AND THE
 RN1692'ACCESS COVER IS SET FLUSH WITH THE GROUND.
 RN1692
 RN1692                          STATION RECOVERY (1996)
 RN1692
 RN1692'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0710 ***********************************************************************
 PR0710  DESIGNATION -  12 T
 PR0710  PID         -  PR0710
 PR0710  STATE/COUNTY-  MN/LYON
 PR0710  COUNTRY     -  US
 PR0710  USGS QUAD   -  TAUNTON (1967)
 PR0710
 PR0710                         *CURRENT SURVEY CONTROL
 PR0710  ______________________________________________________________________
 PR0710* NAD 83(1996) POSITION- 44 30 07.17903(N) 096 00 06.44120(W)   ADJUSTED  
 PR0710* NAVD 88 ORTHO HEIGHT -   393.48   (+/-2cm)    1290.9   (feet) VERTCON   
 PR0710  ______________________________________________________________________
 PR0710  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 PR0710  LAPLACE CORR    -         -4.83  (seconds)                    DEFLEC09
 PR0710  HORZ ORDER      -  THIRD
 PR0710  VERT ORDER      -  THIRD ? (See Below)
 PR0710
 PR0710.The horizontal coordinates were established by classical geodetic methods
 PR0710.and adjusted by the National Geodetic Survey in March 1999.
 PR0710.
 PR0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0710
 PR0710.The vertical order pertains to the NGVD 29 superseded value.
 PR0710
 PR0710.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0710
 PR0710. The following values were computed from the NAD 83(1996) position.
 PR0710
 PR0710;                    North         East     Units Scale Factor Converg.
 PR0710;SPC MN S     -   268,837.559   640,832.328   MT  0.99992204   -1 24 11.2
 PR0710;SPC MN S     -   882,011.22  2,102,464.06   sFT  0.99992204   -1 24 11.2
 PR0710;UTM  14      - 4,932,003.832   738,344.922   MT  1.00029867   +2 06 09.1
 PR0710;UTM  15      - 4,932,014.282   261,370.602   MT  1.00030034   -2 06 18.2
 PR0710
 PR0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0710!SPC MN S     -   0.99994248  x   0.99992204  =   0.99986453
 PR0710!UTM  14      -   0.99994248  x   1.00029867  =   1.00024114
 PR0710!UTM  15      -   0.99994248  x   1.00030034  =   1.00024281
 PR0710
 PR0710                          SUPERSEDED SURVEY CONTROL
 PR0710
 PR0710  NAD 83(1996)-  44 30 07.17554(N)    096 00 06.43765(W) AD(       ) 3
 PR0710  NAD 83(1986)-  44 30 07.17599(N)    096 00 06.42727(W) AD(       ) 3
 PR0710  NAD 27      -  44 30 07.31835(N)    096 00 05.31901(W) AD(       ) 3
 PR0710  NGVD 29 (07/19/86)  393.27   (m)         1290.3    (f) LEVELING    3  
 PR0710
 PR0710.Superseded values are not recommended for survey control.
 PR0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0710.See file dsdata.txt to determine how the superseded data were derived.
 PR0710
 PR0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3834432003(NAD 83)
 PR0710
 PR0710_MARKER: DB = BENCH MARK DISK
 PR0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0710_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0710_STAMPING: 12 T 1960 1290
 PR0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0710+STABILITY: SURFACE MOTION
 PR0710
 PR0710  HISTORY     - Date     Condition        Report By
 PR0710  HISTORY     - 1960     MONUMENTED       USGS
 PR0710
 PR0710                          STATION DESCRIPTION
 PR0710
 PR0710'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0710'MINNEOTA,4 MILE S AND 0.5 MILE W OF. 35 FT S,740 FT W AND 4.8 FT
 PR0710'HIGHER THAN X-ROADS AT CORNER SECTIONS 14,15,22,23,T.112N,R.43W, 30 FT
 PR0710'E OF FIELD ENTRANCE S, 1 FT S OF E-W FENCE. IN CONCRETE POST A
 PR0710'STANDARD TABLET STAMPED---12 T 1960 1290 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0255 ***********************************************************************
 SK0255  DESIGNATION -  12 WGW
 SK0255  PID         -  SK0255
 SK0255  STATE/COUNTY-  MN/HUBBARD
 SK0255  COUNTRY     -  US
 SK0255  USGS QUAD   -  LAKE GEORGE (1972)
 SK0255
 SK0255                         *CURRENT SURVEY CONTROL
 SK0255  ______________________________________________________________________
 SK0255* NAD 83(1986) POSITION- 47 12 39.     (N) 094 55 41.     (W)   SCALED    
 SK0255* NAVD 88 ORTHO HEIGHT -   456.249  (meters)    1496.88  (feet) ADJUSTED  
 SK0255  ______________________________________________________________________
 SK0255  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 SK0255  DYNAMIC HEIGHT  -        456.290 (meters)     1497.01  (feet) COMP
 SK0255  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 SK0255
 SK0255  VERT ORDER      -  SECOND    CLASS 0
 SK0255
 SK0255.The horizontal coordinates were scaled from a topographic map and have
 SK0255.an estimated accuracy of +/- 6 seconds.
 SK0255.
 SK0255.The orthometric height was determined by differential leveling and
 SK0255.adjusted in June 1991.
 SK0255
 SK0255.The dynamic height is computed by dividing the NAVD 88
 SK0255.geopotential number by the normal gravity value computed on the
 SK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0255.degrees latitude (g = 980.6199 gals.).
 SK0255
 SK0255.The modeled gravity was interpolated from observed gravity values.
 SK0255
 SK0255;                    North         East    Units  Estimated Accuracy
 SK0255;SPC MN C     -   345,960.      748,630.      MT  (+/- 180 meters Scaled)
 SK0255
 SK0255                          SUPERSEDED SURVEY CONTROL
 SK0255
 SK0255  NGVD 29 (??/??/92)  455.969  (m)         1495.96   (f) ADJ UNCH    2 0
 SK0255
 SK0255.Superseded values are not recommended for survey control.
 SK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0255.See file dsdata.txt to determine how the superseded data were derived.
 SK0255
 SK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN539303(NAD 83)
 SK0255
 SK0255_MARKER: DD = SURVEY DISK
 SK0255_SETTING: 80 = SET IN A BOULDER
 SK0255_STAMPING: 12 WGW 1972
 SK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0255+STABILITY: SURFACE MOTION
 SK0255
 SK0255  HISTORY     - Date     Condition        Report By
 SK0255  HISTORY     - 1972     MONUMENTED       USGS
 SK0255  HISTORY     - 1972     GOOD             MNDT
 SK0255
 SK0255                          STATION DESCRIPTION
 SK0255
 SK0255'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0255'3.3 MI E FROM LAKE GEORGE.
 SK0255'MARK IS LOCATED 3.3 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0255'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 0.7 MILES WEST OF COUNTY ROAD 91
 SK0255'(SOUTH), 214 FEET NORTH OF, AND 10 FEET HIGHER THAN THE CENTERLINE OF
 SK0255'T.H. 71 AT MILE POINT 291.4, 1.8 FEET SOUTHEAST OF A STEEL WITNESS
 SK0255'POST, IN THE HIGH POINT OF A 4 BY 5 FOOT BOULDER ABOUT 1 FOOT HIGHER
 SK0255'THAN GROUND.  SW 1/4 SECTION 12, T 143, R 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0547 ***********************************************************************
 PQ0547  DESIGNATION -  1201 A
 PQ0547  PID         -  PQ0547
 PQ0547  STATE/COUNTY-  MN/CHIPPEWA
 PQ0547  COUNTRY     -  US
 PQ0547  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0547
 PQ0547                         *CURRENT SURVEY CONTROL
 PQ0547  ______________________________________________________________________
 PQ0547* NAD 83(1986) POSITION- 44 56 24.     (N) 095 43 47.     (W)   SCALED    
 PQ0547* NAVD 88 ORTHO HEIGHT -   286.009  (meters)     938.35  (feet) ADJUSTED  
 PQ0547  ______________________________________________________________________
 PQ0547  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 PQ0547  DYNAMIC HEIGHT  -        285.989 (meters)      938.28  (feet) COMP
 PQ0547  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 PQ0547
 PQ0547  VERT ORDER      -  FIRST     CLASS II
 PQ0547
 PQ0547.The horizontal coordinates were scaled from a topographic map and have
 PQ0547.an estimated accuracy of +/- 6 seconds.
 PQ0547.
 PQ0547.The orthometric height was determined by differential leveling and
 PQ0547.adjusted in February 2000.
 PQ0547
 PQ0547.The dynamic height is computed by dividing the NAVD 88
 PQ0547.geopotential number by the normal gravity value computed on the
 PQ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0547.degrees latitude (g = 980.6199 gals.).
 PQ0547
 PQ0547.The modeled gravity was interpolated from observed gravity values.
 PQ0547
 PQ0547;                    North         East    Units  Estimated Accuracy
 PQ0547;SPC MN S     -   317,000.      663,490.      MT  (+/- 180 meters Scaled)
 PQ0547
 PQ0547                          SUPERSEDED SURVEY CONTROL
 PQ0547
 PQ0547  NAVD 88 (06/15/91)  286.012  (m)          938.36   (f) SUPERSEDED  2 0
 PQ0547  NGVD 29 (??/??/92)  285.848  (m)          937.82   (f) ADJ UNCH    2 0
 PQ0547
 PQ0547.Superseded values are not recommended for survey control.
 PQ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0547.See file dsdata.txt to determine how the superseded data were derived.
 PQ0547
 PQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK846799(NAD 83)
 PQ0547
 PQ0547_MARKER: DD = SURVEY DISK
 PQ0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0547_SP_SET: ABUTMENT
 PQ0547_STAMPING: 1201 A 1961 937.86
 PQ0547_MARK LOGO: MNHD  
 PQ0547_PROJECTION: FLUSH
 PQ0547_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0547+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 PQ0547
 PQ0547  HISTORY     - Date     Condition        Report By
 PQ0547  HISTORY     - 1961     MONUMENTED       MNHD
 PQ0547  HISTORY     - 1975     GOOD             MNDT
 PQ0547  HISTORY     - 19980826 GOOD             NGS
 PQ0547
 PQ0547                          STATION DESCRIPTION
 PQ0547
 PQ0547'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0547'IN MONTEVIDEO.
 PQ0547'THE MARK IS LOCATED AT MONTEVIDEO, 0.25 MILES NORTHWEST ALONG T.H. 59
 PQ0547'AND T.H. 7 FROM THE JUNCTION OF T.H. 59 AND T.H. 212, AND 0.15 MILES
 PQ0547'NORTHWEST ALONG T.H. 59 AND T.H. 7 FROM THE JUNCTION OF T.H. 59 AND
 PQ0547'T.H. 7.  IT IS 16.0 FEET SOUTHWEST OF AND 0.5 FEET HIGHER THAN THE
 PQ0547'CENTERLINE OF T.H. 7 AT MILEPOINT 72.4, CEMENTED IN THE SOUTHEAST
 PQ0547'(MOST SOUTHERLY) ABUTMENT OF BRIDGE NO. 9114, T.H. 7 OVER THE CHIPPEWA
 PQ0547'RIVER.  SW 1/4 SECTION 18, T 117N, R 40W.
 PQ0547
 PQ0547                          STATION RECOVERY (1998)
 PQ0547
 PQ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0547'0.3 KM (0.20 MI) NORTHERLY ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF
 PQ0547'U.S. HIGHWAY 212 IN MONTEVIDEO, THENCE 0.2 KM (0.10 MI) NORTHWESTERLY
 PQ0547'ALONG STATE HIGHWAY 7, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE
 PQ0547'SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 PQ0547'SPANNING THE CHIPPEWA RIVER, 4.9 M (16.1 FT) SOUTHWEST OF THE HIGHWAY
 PQ0547'CENTERLINE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PQ0547'NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3820 ***********************************************************************
 DM3820  DESIGNATION -  1202 A
 DM3820  PID         -  DM3820
 DM3820  STATE/COUNTY-  MN/CHIPPEWA
 DM3820  COUNTRY     -  US
 DM3820  USGS QUAD   -  MAYNARD (1965)
 DM3820
 DM3820                         *CURRENT SURVEY CONTROL
 DM3820  ______________________________________________________________________
 DM3820* NAD 83(1986) POSITION- 44 56 56.0    (N) 095 22 48.1    (W)   HD_HELD2  
 DM3820* NAVD 88 ORTHO HEIGHT -   330.130  (meters)    1083.10  (feet) ADJUSTED  
 DM3820  ______________________________________________________________________
 DM3820  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DM3820  DYNAMIC HEIGHT  -        330.103 (meters)     1083.01  (feet) COMP
 DM3820  MODELED GRAVITY -    980,527.3   (mgal)                       NAVD 88
 DM3820
 DM3820  VERT ORDER      -  SECOND    CLASS I
 DM3820
 DM3820.The horizontal coordinates were established by autonomous hand held GPS
 DM3820.observations and have an estimated accuracy of +/- 10 meters.
 DM3820.
 DM3820.The orthometric height was determined by differential leveling and
 DM3820.adjusted in November 2011.
 DM3820
 DM3820.Photographs are available for this station.
 DM3820
 DM3820.The dynamic height is computed by dividing the NAVD 88
 DM3820.geopotential number by the normal gravity value computed on the
 DM3820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3820.degrees latitude (g = 980.6199 gals.).
 DM3820
 DM3820.The modeled gravity was interpolated from observed gravity values.
 DM3820
 DM3820;                    North         East    Units  Estimated Accuracy
 DM3820;SPC MN S     -   317,466.      691,103.      MT  (+/- 10 meters HH2 GPS)
 DM3820
 DM3820                          SUPERSEDED SURVEY CONTROL
 DM3820
 DM3820.No superseded survey control is available for this station.
 DM3820
 DM3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1225080028(NAD 83)
 DM3820
 DM3820_MARKER: DV = VERTICAL CONTROL DISK
 DM3820_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3820_SP_SET: BRIDGE ABUTMENT
 DM3820_STAMPING: 1202 A 2005
 DM3820_MARK LOGO: MNDT  
 DM3820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3820+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 DM3820
 DM3820  HISTORY     - Date     Condition        Report By
 DM3820  HISTORY     - 1985     MONUMENTED       MNDT
 DM3820  HISTORY     - 20051214 GOOD             MNDT
 DM3820
 DM3820                          STATION DESCRIPTION
 DM3820
 DM3820'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DM3820'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF RAYMOND,
 DM3820'5.2 MI (8.4 KM) NORTHEAST OF MAYNARD AND IN WEST-SOUTHWESTERN CLARA
 DM3820'CITY MINNESOTA.
 DM3820' 
 DM3820'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA
 DM3820'CITY, GO 0.35 MI (0.6 KM) WEST ALONG TRUNK HIGHWAY 7 TO MILE POINT
 DM3820'90.50 AND BRIDGE NUMBER 12007 OVER RAILROAD.
 DM3820' 
 DM3820'THE MARK IS FOUND IN THE ABUTMENT IN SOUTHEAST CORNER OF THE BRIDGE,
 DM3820'24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 7 EAST BOUND.  DISK WAS SET IN
 DM3820'THE BRIDGE WHEN BUILT IN 1985, THEN STAMPED WHEN USED IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1793 ***********************************************************************
 DI1793  DESIGNATION -  1202 B
 DI1793  PID         -  DI1793
 DI1793  STATE/COUNTY-  MN/CHIPPEWA
 DI1793  COUNTRY     -  US
 DI1793  USGS QUAD   -  MAYNARD (1965)
 DI1793
 DI1793                         *CURRENT SURVEY CONTROL
 DI1793  ______________________________________________________________________
 DI1793* NAD 83(2007) POSITION- 44 56 57.43292(N) 095 27 08.79749(W)   ADJUSTED  
 DI1793* NAD 83(2007) ELLIP HT-   290.151 (meters)        (03/04/09)   ADJUSTED
 DI1793* NAD 83(2007) EPOCH   -  2002.00
 DI1793* NAVD 88 ORTHO HEIGHT -   316.680  (meters)    1038.97  (feet) ADJUSTED  
 DI1793  ______________________________________________________________________
 DI1793  NAD 83(2007) X  -   -429,657.360 (meters)                     COMP
 DI1793  NAD 83(2007) Y  - -4,501,320.379 (meters)                     COMP
 DI1793  NAD 83(2007) Z  -  4,483,566.513 (meters)                     COMP
 DI1793  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC09
 DI1793  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DI1793  DYNAMIC HEIGHT  -        316.656 (meters)     1038.90  (feet) COMP
 DI1793  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 DI1793
 DI1793  HORZ ORDER      -  FIRST
 DI1793  VERT ORDER      -  SECOND    CLASS I
 DI1793  ELLP ORDER      -  THIRD     CLASS I
 DI1793
 DI1793.The horizontal coordinates were established by GPS observations
 DI1793.and adjusted by the National Geodetic Survey in March 2009.
 DI1793
 DI1793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1793.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1793
 DI1793.The horizontal coordinates are valid at the epoch date displayed above
 DI1793.which is a decimal equivalence of Year/Month/Day.
 DI1793
 DI1793.The orthometric height was determined by differential leveling and
 DI1793.adjusted in November 2011.
 DI1793
 DI1793.Photographs are available for this station.
 DI1793
 DI1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1793
 DI1793.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1793
 DI1793.The ellipsoidal height was determined by GPS observations
 DI1793.and is referenced to NAD 83.
 DI1793
 DI1793.The dynamic height is computed by dividing the NAVD 88
 DI1793.geopotential number by the normal gravity value computed on the
 DI1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1793.degrees latitude (g = 980.6199 gals.).
 DI1793
 DI1793.The modeled gravity was interpolated from observed gravity values.
 DI1793
 DI1793. The following values were computed from the NAD 83(2007) position.
 DI1793
 DI1793;                    North         East     Units Scale Factor Converg.
 DI1793;SPC MN S     -   317,609.462   685,389.899   MT  0.99995255   -1 01 05.0
 DI1793;SPC MN S     - 1,042,023.71  2,248,650.03   sFT  0.99995255   -1 01 05.0
 DI1793;UTM  15      - 4,980,242.836   306,539.299   MT  1.00006024   -1 43 59.3
 DI1793
 DI1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1793!SPC MN S     -   0.99995451  x   0.99995255  =   0.99990706
 DI1793!UTM  15      -   0.99995451  x   1.00006024  =   1.00001475
 DI1793
 DI1793                          SUPERSEDED SURVEY CONTROL
 DI1793
 DI1793  NAD 83(1996)-  44 56 57.43253(N)    095 27 08.79727(W) AD(       ) 1
 DI1793  ELLIP H (09/26/06)  290.179  (m)                       GP(       ) 3 1
 DI1793  NAVD 88 (09/26/06)  316.7    (m)  GEOID03 model used   GPS OBS        
 DI1793
 DI1793.Superseded values are not recommended for survey control.
 DI1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1793.See file dsdata.txt to determine how the superseded data were derived.
 DI1793
 DI1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0653980242(NAD 83)
 DI1793
 DI1793_MARKER: DD = SURVEY DISK
 DI1793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1793_STAMPING: 1202 B 2005
 DI1793_MARK LOGO: MNDT  
 DI1793_PROJECTION: PROJECTING 3 CENTIMETERS
 DI1793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1793+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DI1793_ROD/PIPE-DEPTH:  6.7 meters
 DI1793
 DI1793  HISTORY     - Date     Condition        Report By
 DI1793  HISTORY     - 2005     MONUMENTED       MNDT
 DI1793  HISTORY     - 20090528 GOOD             MNDT
 DI1793
 DI1793                          STATION DESCRIPTION
 DI1793
 DI1793'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1793'4.0 MILES WEST OF CLARA CITY, 3.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1793'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1793'AT TRUNK HIGHWAY 7 MILEPOINT 86.90, 183.0 FEET NORTH OF TRUNK HIGHWAY
 DI1793'7, 31.6 FEET EAST OF 76TH AVENUE SOUTHEAST, 16.5 FEET SOUTH OF POWER
 DI1793'POLE, 0.9 FOOT WEST OF WITNESS POST
 DI1793
 DI1793                          STATION RECOVERY (2009)
 DI1793
 DI1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DI1793'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1794 ***********************************************************************
 DI1794  DESIGNATION -  1202 C
 DI1794  PID         -  DI1794
 DI1794  STATE/COUNTY-  MN/CHIPPEWA
 DI1794  COUNTRY     -  US
 DI1794  USGS QUAD   -  MAYNARD (1965)
 DI1794
 DI1794                         *CURRENT SURVEY CONTROL
 DI1794  ______________________________________________________________________
 DI1794* NAD 83(2007) POSITION- 44 56 56.72679(N) 095 29 34.81737(W)   ADJUSTED  
 DI1794* NAD 83(2007) ELLIP HT-   287.459 (meters)        (03/04/09)   ADJUSTED
 DI1794* NAD 83(2007) EPOCH   -  2002.00
 DI1794* NAVD 88 ORTHO HEIGHT -   313.929  (meters)    1029.95  (feet) ADJUSTED  
 DI1794  ______________________________________________________________________
 DI1794  NAD 83(2007) X  -   -432,845.138 (meters)                     COMP
 DI1794  NAD 83(2007) Y  - -4,501,028.519 (meters)                     COMP
 DI1794  NAD 83(2007) Z  -  4,483,549.183 (meters)                     COMP
 DI1794  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC09
 DI1794  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DI1794  DYNAMIC HEIGHT  -        313.906 (meters)     1029.87  (feet) COMP
 DI1794  MODELED GRAVITY -    980,535.3   (mgal)                       NAVD 88
 DI1794
 DI1794  HORZ ORDER      -  FIRST
 DI1794  VERT ORDER      -  SECOND    CLASS I
 DI1794  ELLP ORDER      -  THIRD     CLASS I
 DI1794
 DI1794.The horizontal coordinates were established by GPS observations
 DI1794.and adjusted by the National Geodetic Survey in March 2009.
 DI1794
 DI1794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1794.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1794
 DI1794.The horizontal coordinates are valid at the epoch date displayed above
 DI1794.which is a decimal equivalence of Year/Month/Day.
 DI1794
 DI1794.The orthometric height was determined by differential leveling and
 DI1794.adjusted in November 2011.
 DI1794
 DI1794.Photographs are available for this station.
 DI1794
 DI1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1794
 DI1794.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1794
 DI1794.The ellipsoidal height was determined by GPS observations
 DI1794.and is referenced to NAD 83.
 DI1794
 DI1794.The dynamic height is computed by dividing the NAVD 88
 DI1794.geopotential number by the normal gravity value computed on the
 DI1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1794.degrees latitude (g = 980.6199 gals.).
 DI1794
 DI1794.The modeled gravity was interpolated from observed gravity values.
 DI1794
 DI1794. The following values were computed from the NAD 83(2007) position.
 DI1794
 DI1794;                    North         East     Units Scale Factor Converg.
 DI1794;SPC MN S     -   317,645.333   682,189.240   MT  0.99995253   -1 02 47.4
 DI1794;SPC MN S     - 1,042,141.40  2,238,149.20   sFT  0.99995253   -1 02 47.4
 DI1794;UTM  15      - 4,980,318.664   303,338.968   MT  1.00007559   -1 45 42.5
 DI1794
 DI1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1794!SPC MN S     -   0.99995493  x   0.99995253  =   0.99990746
 DI1794!UTM  15      -   0.99995493  x   1.00007559  =   1.00003052
 DI1794
 DI1794                          SUPERSEDED SURVEY CONTROL
 DI1794
 DI1794  NAD 83(1996)-  44 56 56.72646(N)    095 29 34.81715(W) AD(       ) 1
 DI1794  ELLIP H (09/26/06)  287.486  (m)                       GP(       ) 3 1
 DI1794  NAVD 88 (08/04/10)  313.92   (m)         1029.9    (f) LEVELING    3  
 DI1794  NAVD 88 (09/26/06)  313.9    (m)  GEOID03 model used   GPS OBS        
 DI1794
 DI1794.Superseded values are not recommended for survey control.
 DI1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1794.See file dsdata.txt to determine how the superseded data were derived.
 DI1794
 DI1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0333880318(NAD 83)
 DI1794
 DI1794_MARKER: DD = SURVEY DISK
 DI1794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1794_STAMPING: 1202 C 2005
 DI1794_MARK LOGO: MNDT  
 DI1794_PROJECTION: FLUSH
 DI1794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1794+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DI1794_ROD/PIPE-DEPTH:  7.6 meters
 DI1794
 DI1794  HISTORY     - Date     Condition        Report By
 DI1794  HISTORY     - 2005     MONUMENTED       MNDT
 DI1794  HISTORY     - 20090528 GOOD             MNDT
 DI1794
 DI1794                          STATION DESCRIPTION
 DI1794
 DI1794'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1794'6.5 MILES WEST OF CLARA CITY, 5.90 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1794'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1794'AT TRUNK HIGHWAY 7 MILEPOINT 84.90, 196.7 FEET NORTH OF TRUNK HIGHWAY
 DI1794'7, 32.9 FEET EAST OF 50TH AVENUE SOUTHEAST, 1.0 FEET WEST OF WITNESS
 DI1794'POST
 DI1794
 DI1794                          STATION RECOVERY (2009)
 DI1794
 DI1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DI1794'6.5 MILES WEST OF CLARA CITY, 5.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1794'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1794'AT TRUNK HIGHWAY 7 MILEPOINT 84.90, THEN 196.7 FEET NORTH ON 50TH
 DI1794'AVENUE, 32.9 FEET EAST OF 50TH AVENUE SOUTHEAST, 1.0 FOOT WEST OF
 DI1794'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1795 ***********************************************************************
 DI1795  DESIGNATION -  1202 D
 DI1795  PID         -  DI1795
 DI1795  STATE/COUNTY-  MN/CHIPPEWA
 DI1795  COUNTRY     -  US
 DI1795  USGS QUAD   -  ASBURY (1965)
 DI1795
 DI1795                         *CURRENT SURVEY CONTROL
 DI1795  ______________________________________________________________________
 DI1795* NAD 83(2007) POSITION- 44 56 58.96178(N) 095 30 47.40651(W)   ADJUSTED  
 DI1795* NAD 83(2007) ELLIP HT-   285.959 (meters)        (03/04/09)   ADJUSTED
 DI1795* NAD 83(2007) EPOCH   -  2002.00
 DI1795* NAVD 88 ORTHO HEIGHT -   312.405  (meters)    1024.95  (feet) ADJUSTED  
 DI1795  ______________________________________________________________________
 DI1795  NAD 83(2007) X  -   -434,424.338 (meters)                     COMP
 DI1795  NAD 83(2007) Y  - -4,500,826.337 (meters)                     COMP
 DI1795  NAD 83(2007) Z  -  4,483,596.954 (meters)                     COMP
 DI1795  LAPLACE CORR    -         -3.33  (seconds)                    DEFLEC09
 DI1795  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 DI1795  DYNAMIC HEIGHT  -        312.383 (meters)     1024.88  (feet) COMP
 DI1795  MODELED GRAVITY -    980,536.6   (mgal)                       NAVD 88
 DI1795
 DI1795  HORZ ORDER      -  FIRST
 DI1795  VERT ORDER      -  SECOND    CLASS I
 DI1795  ELLP ORDER      -  THIRD     CLASS I
 DI1795
 DI1795.The horizontal coordinates were established by GPS observations
 DI1795.and adjusted by the National Geodetic Survey in March 2009.
 DI1795
 DI1795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1795.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1795
 DI1795.The horizontal coordinates are valid at the epoch date displayed above
 DI1795.which is a decimal equivalence of Year/Month/Day.
 DI1795
 DI1795.The orthometric height was determined by differential leveling and
 DI1795.adjusted in November 2011.
 DI1795
 DI1795.Photographs are available for this station.
 DI1795
 DI1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1795
 DI1795.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1795
 DI1795.The ellipsoidal height was determined by GPS observations
 DI1795.and is referenced to NAD 83.
 DI1795
 DI1795.The dynamic height is computed by dividing the NAVD 88
 DI1795.geopotential number by the normal gravity value computed on the
 DI1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1795.degrees latitude (g = 980.6199 gals.).
 DI1795
 DI1795.The modeled gravity was interpolated from observed gravity values.
 DI1795
 DI1795. The following values were computed from the NAD 83(2007) position.
 DI1795
 DI1795;                    North         East     Units Scale Factor Converg.
 DI1795;SPC MN S     -   317,743.568   680,599.614   MT  0.99995261   -1 03 38.2
 DI1795;SPC MN S     - 1,042,463.69  2,232,933.90   sFT  0.99995261   -1 03 38.2
 DI1795;UTM  15      - 4,980,436.755   301,750.491   MT  1.00008331   -1 46 33.9
 DI1795
 DI1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1795!SPC MN S     -   0.99995517  x   0.99995261  =   0.99990778
 DI1795!UTM  15      -   0.99995517  x   1.00008331  =   1.00003847
 DI1795
 DI1795                          SUPERSEDED SURVEY CONTROL
 DI1795
 DI1795  NAD 83(1996)-  44 56 58.96142(N)    095 30 47.40621(W) AD(       ) 1
 DI1795  ELLIP H (09/26/06)  285.986  (m)                       GP(       ) 3 1
 DI1795  NAVD 88 (09/26/06)  312.40   (m)         1024.9    (f) LEVELING    3  
 DI1795
 DI1795.Superseded values are not recommended for survey control.
 DI1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1795.See file dsdata.txt to determine how the superseded data were derived.
 DI1795
 DI1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0175080436(NAD 83)
 DI1795
 DI1795_MARKER: DD = SURVEY DISK
 DI1795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1795_STAMPING: 1202 D 2005
 DI1795_MARK LOGO: MNDT  
 DI1795_PROJECTION: FLUSH
 DI1795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1795+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DI1795_ROD/PIPE-DEPTH:  7.6 meters
 DI1795
 DI1795  HISTORY     - Date     Condition        Report By
 DI1795  HISTORY     - 2005     MONUMENTED       MNDT
 DI1795  HISTORY     - 20090528 GOOD             MNDT
 DI1795
 DI1795                          STATION DESCRIPTION
 DI1795
 DI1795'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1795'7.5 MILES WEST OF CLARA CITY, 6.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1795'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1795'AT TRUNK  HIGHWAY 7 MILEPOINT 83.90, 251.7 FEET NORTH OF TRUNK HIGHWAY
 DI1795'7, 40.3 FEET EAST OF 40TH AVENUE SOUTHEAST, 27.4 FEET SOUTH OF POWER
 DI1795'POLE NUMBER 9 BCA, 1.0 FOOT WEST OF WITNESS POST
 DI1795
 DI1795                          STATION RECOVERY (2009)
 DI1795
 DI1795'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DI1795'7.5 MILES WEST OF CLARA CITY, 6.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1795'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1795'AT TRUNK HIGHWAY 7 MILEPOINT 83.90, THEN 251.7 FEET NORTH ON 40TH
 DI1795'AVENUE, 40.3 FEET EAST OF 40TH AVENUE SOUTHEAST, 27.4 FEET SOUTH OF
 DI1795'POWER POLE NUMBER 9 BCA, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1796 ***********************************************************************
 DI1796  DESIGNATION -  1202 F
 DI1796  PID         -  DI1796
 DI1796  STATE/COUNTY-  MN/CHIPPEWA
 DI1796  COUNTRY     -  US
 DI1796  USGS QUAD   -  ASBURY (1965)
 DI1796
 DI1796                         *CURRENT SURVEY CONTROL
 DI1796  ______________________________________________________________________
 DI1796* NAD 83(2007) POSITION- 44 57 01.83375(N) 095 33 15.45015(W)   ADJUSTED  
 DI1796* NAD 83(2007) ELLIP HT-   286.166 (meters)        (03/04/09)   ADJUSTED
 DI1796* NAD 83(2007) EPOCH   -  2002.00
 DI1796* NAVD 88 ORTHO HEIGHT -   312.566  (meters)    1025.48  (feet) ADJUSTED  
 DI1796  ______________________________________________________________________
 DI1796  NAD 83(2007) X  -   -437,648.581 (meters)                     COMP
 DI1796  NAD 83(2007) Y  - -4,500,451.177 (meters)                     COMP
 DI1796  NAD 83(2007) Z  -  4,483,659.848 (meters)                     COMP
 DI1796  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC09
 DI1796  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 DI1796  DYNAMIC HEIGHT  -        312.545 (meters)     1025.41  (feet) COMP
 DI1796  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DI1796
 DI1796  HORZ ORDER      -  FIRST
 DI1796  VERT ORDER      -  SECOND    CLASS I
 DI1796  ELLP ORDER      -  THIRD     CLASS I
 DI1796
 DI1796.The horizontal coordinates were established by GPS observations
 DI1796.and adjusted by the National Geodetic Survey in March 2009.
 DI1796
 DI1796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1796.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1796
 DI1796.The horizontal coordinates are valid at the epoch date displayed above
 DI1796.which is a decimal equivalence of Year/Month/Day.
 DI1796
 DI1796.The orthometric height was determined by differential leveling and
 DI1796.adjusted in November 2011.
 DI1796
 DI1796.Photographs are available for this station.
 DI1796
 DI1796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1796
 DI1796.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1796
 DI1796.The ellipsoidal height was determined by GPS observations
 DI1796.and is referenced to NAD 83.
 DI1796
 DI1796.The dynamic height is computed by dividing the NAVD 88
 DI1796.geopotential number by the normal gravity value computed on the
 DI1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1796.degrees latitude (g = 980.6199 gals.).
 DI1796
 DI1796.The modeled gravity was interpolated from observed gravity values.
 DI1796
 DI1796. The following values were computed from the NAD 83(2007) position.
 DI1796
 DI1796;                    North         East     Units Scale Factor Converg.
 DI1796;SPC MN S     -   317,893.089   677,356.753   MT  0.99995272   -1 05 22.0
 DI1796;SPC MN S     - 1,042,954.24  2,222,294.61   sFT  0.99995272   -1 05 22.0
 DI1796;UTM  15      - 4,980,626.792   298,509.301   MT  1.00009924   -1 48 18.7
 DI1796
 DI1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1796!SPC MN S     -   0.99995513  x   0.99995272  =   0.99990786
 DI1796!UTM  15      -   0.99995513  x   1.00009924  =   1.00005437
 DI1796
 DI1796                          SUPERSEDED SURVEY CONTROL
 DI1796
 DI1796  NAD 83(1996)-  44 57 01.83336(N)    095 33 15.44978(W) AD(       ) 1
 DI1796  ELLIP H (09/26/06)  286.193  (m)                       GP(       ) 3 1
 DI1796  NAVD 88 (09/26/06)  312.6    (m)  GEOID03 model used   GPS OBS        
 DI1796
 DI1796.Superseded values are not recommended for survey control.
 DI1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1796.See file dsdata.txt to determine how the superseded data were derived.
 DI1796
 DI1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9850980626(NAD 83)
 DI1796
 DI1796_MARKER: DD = SURVEY DISK
 DI1796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1796_STAMPING: 1202 F 2005
 DI1796_MARK LOGO: MNDT  
 DI1796_PROJECTION: FLUSH
 DI1796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1796+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1796_ROD/PIPE-DEPTH:  7.6 meters
 DI1796
 DI1796  HISTORY     - Date     Condition        Report By
 DI1796  HISTORY     - 2005     MONUMENTED       MNDT
 DI1796
 DI1796                          STATION DESCRIPTION
 DI1796
 DI1796'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1796'9.5 MILES WEST OF CLARA CITY, 8.90 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1796'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1796'TO TRUNK HIGHWAY 7 MILEPOINT 81.90, THEN 0.15 MILE NORTH ON 20TH
 DI1796'AVENUE SOUTHEAST, 38 FEET WEST OF 20TH AVENUE SOUTHEAST, 0.9 FOOT EAST
 DI1796'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1797 ***********************************************************************
 DI1797  DESIGNATION -  1202 G
 DI1797  PID         -  DI1797
 DI1797  STATE/COUNTY-  MN/CHIPPEWA
 DI1797  COUNTRY     -  US
 DI1797  USGS QUAD   -  ASBURY (1965)
 DI1797
 DI1797                         *CURRENT SURVEY CONTROL
 DI1797  ______________________________________________________________________
 DI1797* NAD 83(2007) POSITION- 44 57 01.06379(N) 095 34 29.00193(W)   ADJUSTED  
 DI1797* NAD 83(2007) ELLIP HT-   285.388 (meters)        (03/04/09)   ADJUSTED
 DI1797* NAD 83(2007) EPOCH   -  2002.00
 DI1797* NAVD 88 ORTHO HEIGHT -   311.772  (meters)    1022.87  (feet) ADJUSTED  
 DI1797  ______________________________________________________________________
 DI1797  NAD 83(2007) X  -   -439,254.943 (meters)                     COMP
 DI1797  NAD 83(2007) Y  - -4,500,310.996 (meters)                     COMP
 DI1797  NAD 83(2007) Z  -  4,483,642.476 (meters)                     COMP
 DI1797  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC09
 DI1797  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 DI1797  DYNAMIC HEIGHT  -        311.751 (meters)     1022.80  (feet) COMP
 DI1797  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DI1797
 DI1797  HORZ ORDER      -  FIRST
 DI1797  VERT ORDER      -  SECOND    CLASS I
 DI1797  ELLP ORDER      -  THIRD     CLASS I
 DI1797
 DI1797.The horizontal coordinates were established by GPS observations
 DI1797.and adjusted by the National Geodetic Survey in March 2009.
 DI1797
 DI1797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1797.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1797
 DI1797.The horizontal coordinates are valid at the epoch date displayed above
 DI1797.which is a decimal equivalence of Year/Month/Day.
 DI1797
 DI1797.The orthometric height was determined by differential leveling and
 DI1797.adjusted in November 2011.
 DI1797
 DI1797.Photographs are available for this station.
 DI1797
 DI1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1797
 DI1797.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1797
 DI1797.The ellipsoidal height was determined by GPS observations
 DI1797.and is referenced to NAD 83.
 DI1797
 DI1797.The dynamic height is computed by dividing the NAVD 88
 DI1797.geopotential number by the normal gravity value computed on the
 DI1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1797.degrees latitude (g = 980.6199 gals.).
 DI1797
 DI1797.The modeled gravity was interpolated from observed gravity values.
 DI1797
 DI1797. The following values were computed from the NAD 83(2007) position.
 DI1797
 DI1797;                    North         East     Units Scale Factor Converg.
 DI1797;SPC MN S     -   317,900.181   675,744.357   MT  0.99995269   -1 06 13.6
 DI1797;SPC MN S     - 1,042,977.51  2,217,004.61   sFT  0.99995269   -1 06 13.6
 DI1797;UTM  15      - 4,980,654.031   296,896.877   MT  1.00010726   -1 49 10.7
 DI1797
 DI1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1797!SPC MN S     -   0.99995526  x   0.99995269  =   0.99990795
 DI1797!UTM  15      -   0.99995526  x   1.00010726  =   1.00006251
 DI1797
 DI1797                          SUPERSEDED SURVEY CONTROL
 DI1797
 DI1797  NAD 83(1996)-  44 57 01.06340(N)    095 34 29.00157(W) AD(       ) 1
 DI1797  ELLIP H (09/26/06)  285.416  (m)                       GP(       ) 3 1
 DI1797  NAVD 88 (09/26/06)  311.8    (m)  GEOID03 model used   GPS OBS        
 DI1797
 DI1797.Superseded values are not recommended for survey control.
 DI1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1797.See file dsdata.txt to determine how the superseded data were derived.
 DI1797
 DI1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9689680654(NAD 83)
 DI1797
 DI1797_MARKER: DD = SURVEY DISK
 DI1797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1797_STAMPING: 1202 G 2005
 DI1797_MARK LOGO: MNDT  
 DI1797_PROJECTION: FLUSH
 DI1797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1797+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1797_ROD/PIPE-DEPTH:  6.1 meters
 DI1797
 DI1797  HISTORY     - Date     Condition        Report By
 DI1797  HISTORY     - 2005     MONUMENTED       MNDT
 DI1797
 DI1797                          STATION DESCRIPTION
 DI1797
 DI1797'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1797'10.5 MILES WEST OF CLARA CITY, 9.90 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1797'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1797'TO TRUNK HIGHWAY 7 MILEPOINT 80.90, THEN 0.1 MILE NORTH ON 10TH AVENUE
 DI1797'SOUTHEAST, 34.9 FEET WEST OF 10TH AVENUE SOUTHEAST, 0.9 FOOT EAST OF
 DI1797'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1798 ***********************************************************************
 DI1798  DESIGNATION -  1202 H
 DI1798  PID         -  DI1798
 DI1798  STATE/COUNTY-  MN/CHIPPEWA
 DI1798  COUNTRY     -  US
 DI1798  USGS QUAD   -  ASBURY (1965)
 DI1798
 DI1798                         *CURRENT SURVEY CONTROL
 DI1798  ______________________________________________________________________
 DI1798* NAD 83(2007) POSITION- 44 56 56.20938(N) 095 36 54.28036(W)   ADJUSTED  
 DI1798* NAD 83(2007) ELLIP HT-   286.582 (meters)        (03/04/09)   ADJUSTED
 DI1798* NAD 83(2007) EPOCH   -  2002.00
 DI1798* NAVD 88 ORTHO HEIGHT -   312.929  (meters)    1026.67  (feet) ADJUSTED  
 DI1798  ______________________________________________________________________
 DI1798  NAD 83(2007) X  -   -442,434.978 (meters)                     COMP
 DI1798  NAD 83(2007) Y  - -4,500,106.707 (meters)                     COMP
 DI1798  NAD 83(2007) Z  -  4,483,537.259 (meters)                     COMP
 DI1798  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC09
 DI1798  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DI1798  DYNAMIC HEIGHT  -        312.908 (meters)     1026.60  (feet) COMP
 DI1798  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DI1798
 DI1798  HORZ ORDER      -  FIRST
 DI1798  VERT ORDER      -  SECOND    CLASS I
 DI1798  ELLP ORDER      -  THIRD     CLASS I
 DI1798
 DI1798.The horizontal coordinates were established by GPS observations
 DI1798.and adjusted by the National Geodetic Survey in March 2009.
 DI1798
 DI1798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1798
 DI1798.The horizontal coordinates are valid at the epoch date displayed above
 DI1798.which is a decimal equivalence of Year/Month/Day.
 DI1798
 DI1798.The orthometric height was determined by differential leveling and
 DI1798.adjusted in November 2011.
 DI1798
 DI1798.Photographs are available for this station.
 DI1798
 DI1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1798
 DI1798.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1798
 DI1798.The ellipsoidal height was determined by GPS observations
 DI1798.and is referenced to NAD 83.
 DI1798
 DI1798.The dynamic height is computed by dividing the NAVD 88
 DI1798.geopotential number by the normal gravity value computed on the
 DI1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1798.degrees latitude (g = 980.6199 gals.).
 DI1798
 DI1798.The modeled gravity was interpolated from observed gravity values.
 DI1798
 DI1798. The following values were computed from the NAD 83(2007) position.
 DI1798
 DI1798;                    North         East     Units Scale Factor Converg.
 DI1798;SPC MN S     -   317,812.493   672,557.530   MT  0.99995251   -1 07 55.4
 DI1798;SPC MN S     - 1,042,689.82  2,206,549.16   sFT  0.99995251   -1 07 55.4
 DI1798;UTM  15      - 4,980,606.164   293,708.684   MT  1.00012332   -1 50 53.3
 DI1798
 DI1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1798!SPC MN S     -   0.99995507  x   0.99995251  =   0.99990758
 DI1798!UTM  15      -   0.99995507  x   1.00012332  =   1.00007838
 DI1798
 DI1798                          SUPERSEDED SURVEY CONTROL
 DI1798
 DI1798  NAD 83(1996)-  44 56 56.20896(N)    095 36 54.28004(W) AD(       ) 1
 DI1798  ELLIP H (09/26/06)  286.609  (m)                       GP(       ) 3 1
 DI1798  NAVD 88 (09/26/06)  312.9    (m)  GEOID03 model used   GPS OBS        
 DI1798
 DI1798.Superseded values are not recommended for survey control.
 DI1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1798.See file dsdata.txt to determine how the superseded data were derived.
 DI1798
 DI1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9370880606(NAD 83)
 DI1798
 DI1798_MARKER: DD = SURVEY DISK
 DI1798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1798_STAMPING: 1202 H 2005
 DI1798_MARK LOGO: MNDT  
 DI1798_PROJECTION: FLUSH
 DI1798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1798+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1798_ROD/PIPE-DEPTH:  7.6 meters
 DI1798
 DI1798  HISTORY     - Date     Condition        Report By
 DI1798  HISTORY     - 2005     MONUMENTED       MNDT
 DI1798
 DI1798                          STATION DESCRIPTION
 DI1798
 DI1798'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1798'5.0 MILES EAST OF MONTEVIDEO, 5.0 MILES EAST ALONG TRUNK HIGHWAY 7
 DI1798'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 NORTH IN
 DI1798'MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 78.95, 70.8 FEET WEST OF 10TH
 DI1798'AVENUE SOUTHWEST, 67.8 FEET SOUTH OF TRUNK HIGHWAY 7, 22.9 FEET
 DI1798'NORTH-NORTHWEST OF POWER POLE, 0.8 FOOT NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1800 ***********************************************************************
 DI1800  DESIGNATION -  1202 K
 DI1800  PID         -  DI1800
 DI1800  STATE/COUNTY-  MN/CHIPPEWA
 DI1800  COUNTRY     -  US
 DI1800  USGS QUAD   -  MONTEVIDEO (1994)
 DI1800
 DI1800                         *CURRENT SURVEY CONTROL
 DI1800  ______________________________________________________________________
 DI1800* NAD 83(2007) POSITION- 44 56 58.27853(N) 095 40 35.64210(W)   ADJUSTED  
 DI1800* NAD 83(2007) ELLIP HT-   288.872 (meters)        (03/04/09)   ADJUSTED
 DI1800* NAD 83(2007) EPOCH   -  2002.00
 DI1800* NAVD 88 ORTHO HEIGHT -   315.187  (meters)    1034.08  (feet) ADJUSTED  
 DI1800  ______________________________________________________________________
 DI1800  NAD 83(2007) X  -   -447,259.898 (meters)                     COMP
 DI1800  NAD 83(2007) Y  - -4,499,586.004 (meters)                     COMP
 DI1800  NAD 83(2007) Z  -  4,483,584.084 (meters)                     COMP
 DI1800  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC09
 DI1800  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 DI1800  DYNAMIC HEIGHT  -        315.166 (meters)     1034.01  (feet) COMP
 DI1800  MODELED GRAVITY -    980,541.1   (mgal)                       NAVD 88
 DI1800
 DI1800  HORZ ORDER      -  FIRST
 DI1800  VERT ORDER      -  SECOND    CLASS I
 DI1800  ELLP ORDER      -  THIRD     CLASS I
 DI1800
 DI1800.The horizontal coordinates were established by GPS observations
 DI1800.and adjusted by the National Geodetic Survey in March 2009.
 DI1800
 DI1800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1800.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1800
 DI1800.The horizontal coordinates are valid at the epoch date displayed above
 DI1800.which is a decimal equivalence of Year/Month/Day.
 DI1800
 DI1800.The orthometric height was determined by differential leveling and
 DI1800.adjusted in November 2011.
 DI1800
 DI1800.Photographs are available for this station.
 DI1800
 DI1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1800
 DI1800.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1800
 DI1800.The ellipsoidal height was determined by GPS observations
 DI1800.and is referenced to NAD 83.
 DI1800
 DI1800.The dynamic height is computed by dividing the NAVD 88
 DI1800.geopotential number by the normal gravity value computed on the
 DI1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1800.degrees latitude (g = 980.6199 gals.).
 DI1800
 DI1800.The modeled gravity was interpolated from observed gravity values.
 DI1800
 DI1800. The following values were computed from the NAD 83(2007) position.
 DI1800
 DI1800;                    North         East     Units Scale Factor Converg.
 DI1800;SPC MN S     -   317,974.041   667,707.508   MT  0.99995259   -1 10 30.5
 DI1800;SPC MN S     - 1,043,219.83  2,190,637.05   sFT  0.99995259   -1 10 30.5
 DI1800;UTM  15      - 4,980,828.372   288,860.173   MT  1.00014821   -1 53 29.9
 DI1800
 DI1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1800!SPC MN S     -   0.99995471  x   0.99995259  =   0.99990730
 DI1800!UTM  15      -   0.99995471  x   1.00014821  =   1.00010291
 DI1800
 DI1800                          SUPERSEDED SURVEY CONTROL
 DI1800
 DI1800  NAD 83(1996)-  44 56 58.27789(N)    095 40 35.64169(W) AD(       ) 1
 DI1800  ELLIP H (09/26/06)  288.907  (m)                       GP(       ) 3 1
 DI1800  NAVD 88 (09/26/06)  315.2    (m)  GEOID03 model used   GPS OBS        
 DI1800
 DI1800.Superseded values are not recommended for survey control.
 DI1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1800.See file dsdata.txt to determine how the superseded data were derived.
 DI1800
 DI1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8886080828(NAD 83)
 DI1800
 DI1800_MARKER: DD = SURVEY DISK
 DI1800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1800_STAMPING: 1202 K 2005
 DI1800_MARK LOGO: MNDT  
 DI1800_PROJECTION: FLUSH
 DI1800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1800+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1800_ROD/PIPE-DEPTH:  7.6 meters
 DI1800
 DI1800  HISTORY     - Date     Condition        Report By
 DI1800  HISTORY     - 2005     MONUMENTED       MNDT
 DI1800
 DI1800                          STATION DESCRIPTION
 DI1800
 DI1800'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1800'2.0 MILES EAST OF MONTEVIDEO, 2.0 MILES EAST ALONG TRUNK HIGHWAY 7
 DI1800'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 29 NORTH IN
 DI1800'MONTEVIDEO, AT TRUNK HIGHWAY 7 MILEPOINT 75.90, 102.2 FEET WEST OF
 DI1800'40TH AVENUE SOUTHWEST, 73.1 FEET NORTH OF TRUNK HIGHWAY 7, 0.9 FOOT
 DI1800'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0184 ***********************************************************************
 RO0184  DESIGNATION -  1202 RESET
 RO0184  PID         -  RO0184
 RO0184  STATE/COUNTY-  MN/CASS
 RO0184  COUNTRY     -  US
 RO0184  USGS QUAD   -  BAXTER (1994)
 RO0184
 RO0184                         *CURRENT SURVEY CONTROL
 RO0184  ______________________________________________________________________
 RO0184* NAD 83(1986) POSITION- 46 20 23.3    (N) 094 20 53.3    (W)   HD_HELD2  
 RO0184* NAVD 88 ORTHO HEIGHT -   366.500  (meters)    1202.43  (feet) ADJUSTED  
 RO0184  ______________________________________________________________________
 RO0184  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 RO0184  DYNAMIC HEIGHT  -        366.512 (meters)     1202.46  (feet) COMP
 RO0184  MODELED GRAVITY -    980,636.8   (mgal)                       NAVD 88
 RO0184
 RO0184  VERT ORDER      -  SECOND    CLASS I
 RO0184
 RO0184.The horizontal coordinates were established by autonomous hand held GPS
 RO0184.observations and have an estimated accuracy of +/- 10 meters.
 RO0184.
 RO0184.The orthometric height was determined by differential leveling and
 RO0184.adjusted in January 2008.
 RO0184
 RO0184.Photographs are available for this station.
 RO0184
 RO0184.The dynamic height is computed by dividing the NAVD 88
 RO0184.geopotential number by the normal gravity value computed on the
 RO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0184.degrees latitude (g = 980.6199 gals.).
 RO0184
 RO0184.The modeled gravity was interpolated from observed gravity values.
 RO0184
 RO0184;                    North         East    Units  Estimated Accuracy
 RO0184;SPC MN C     -   248,919.      792,445.      MT  (+/- 10 meters HH2 GPS)
 RO0184
 RO0184                          SUPERSEDED SURVEY CONTROL
 RO0184
 RO0184  NAVD 88 (06/15/91)  366.496  (m)         1202.41   (f) SUPERSEDED  2 0
 RO0184  NGVD 29 (??/??/92)  366.309  (m)         1201.80   (f) ADJ UNCH    2 0
 RO0184
 RO0184.Superseded values are not recommended for survey control.
 RO0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0184.See file dsdata.txt to determine how the superseded data were derived.
 RO0184
 RO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9625132686(NAD 83)
 RO0184
 RO0184_MARKER: DD = SURVEY DISK
 RO0184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0184_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0184_STAMPING: 1202 MINN RESET 1973
 RO0184_MARK LOGO: USGS  
 RO0184_PROJECTION: PROJECTING 5 CENTIMETERS
 RO0184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RO0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0184+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0184
 RO0184  HISTORY     - Date     Condition        Report By
 RO0184  HISTORY     - 1973     MONUMENTED       MNDT
 RO0184  HISTORY     - 20060607 GOOD             MNDT
 RO0184
 RO0184                          STATION DESCRIPTION
 RO0184
 RO0184'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0184'1 MI W FROM BAXTER.
 RO0184'THE MARK IS 5.1 MILES MEASURED WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0184'THE JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD AT
 RO0184'THE PAUL BUNYON CENTER) AT MILEPOST 115.4.  IT IS APPROXIMATELY 300
 RO0184'FEET SOUTH OF TRUNK HIGHWAY 210, 43 FEET EAST OF TOWNSHIP ROAD (TO
 RO0184'LITTLE PINE RESORT), 100 FT. SOUTH OF SOUTH RAIL OF BURLINGTON
 RO0184'NORTHERN RAILROAD TRACKS, 189 FEET NORTHEAST OF THE NORTHEAST CORNER
 RO0184'OF 6 FOOT BY 8 FOOT BELL TELEPHONE BUILDING, 36.4 EAST-NORTHEAST OF
 RO0184'POWER POLE (NORTH-SOUTH POWER LINE) AND 35 FEET WEST OF TELEGRAPH POLE
 RO0184'NUMBER 256.  IT IS 0.5 FEET NORTH OF STEEL WITNESS POST AND IS 3 FEET
 RO0184'ABOVE THE LEVEL OF THE RAILROAD.  IT IS A USGS CAP ON A 3 1/2 INCH
 RO0184'IRON PIPE THAT IS PROJECTING 2 INCHES ABOVE THE GROUND.  NOTE-- ALL
 RO0184'DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED. NW
 RO0184'1/4 SECTION 16, T 133 N, R 29 W.
 RO0184
 RO0184                          STATION RECOVERY (2006)
 RO0184
 RO0184'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0184'THE MARK IS 3 MILES (4.8 KM) WEST OF BAXTER, 5.5 MILES (8.9 KM) WEST
 RO0184'OF WEST JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT
 RO0184'BRAINERD, 300 FEET (91.4 M) SOUTH OF TRUNK HIMILE POINTGHWAY 210, AT
 RO0184'TRUNK HIGHWAY 210 MILE POINT 115.4,
 RO0184' 
 RO0184'43 FEET (13.1 M) EAST OF LITTLE PINE ROAD, 100 FEET (30.5 M) SOUTH OF
 RO0184'SOUTH RAIL OF RAILROAD, 36.4 FEET (11.1 M) EAST-NORTHEAST OF A POWER
 RO0184'POLE, 0.5 FEET (15.2 CM) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0651 ***********************************************************************
 DI0651  DESIGNATION -  1203 A
 DI0651  PID         -  DI0651
 DI0651  STATE/COUNTY-  MN/CHIPPEWA
 DI0651  COUNTRY     -  US
 DI0651  USGS QUAD   -  CLARA CITY (1965)
 DI0651
 DI0651                         *CURRENT SURVEY CONTROL
 DI0651  ______________________________________________________________________
 DI0651* NAD 83(2007) POSITION- 44 56 05.76819(N) 095 16 08.68957(W)   ADJUSTED  
 DI0651* NAD 83(2007) ELLIP HT-   302.268 (meters)        (08/23/10)   ADJUSTED
 DI0651* NAD 83(2007) EPOCH   -  2002.00
 DI0651* NAVD 88 ORTHO HEIGHT -   329.010  (meters)    1079.43  (feet) ADJUSTED  
 DI0651  ______________________________________________________________________
 DI0651  NAD 83(2007) X  -   -415,353.890 (meters)                     COMP
 DI0651  NAD 83(2007) Y  - -4,503,802.791 (meters)                     COMP
 DI0651  NAD 83(2007) Z  -  4,482,446.137 (meters)                     COMP
 DI0651  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC09
 DI0651  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DI0651  DYNAMIC HEIGHT  -        328.981 (meters)     1079.33  (feet) COMP
 DI0651  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 DI0651
 DI0651  HORZ ORDER      -  FIRST
 DI0651  VERT ORDER      -  SECOND    CLASS I
 DI0651  ELLP ORDER      -  THIRD     CLASS I
 DI0651
 DI0651.The horizontal coordinates were established by GPS observations
 DI0651.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0651
 DI0651.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0651.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0651
 DI0651.The horizontal coordinates are valid at the epoch date displayed above
 DI0651.which is a decimal equivalence of Year/Month/Day.
 DI0651
 DI0651.The orthometric height was determined by differential leveling and
 DI0651.adjusted in November 2011.
 DI0651
 DI0651.Photographs are available for this station.
 DI0651
 DI0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0651
 DI0651.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0651
 DI0651.The ellipsoidal height was determined by GPS observations
 DI0651.and is referenced to NAD 83.
 DI0651
 DI0651.The dynamic height is computed by dividing the NAVD 88
 DI0651.geopotential number by the normal gravity value computed on the
 DI0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0651.degrees latitude (g = 980.6199 gals.).
 DI0651
 DI0651.The modeled gravity was interpolated from observed gravity values.
 DI0651
 DI0651. The following values were computed from the NAD 83(2007) position.
 DI0651
 DI0651;                    North         East     Units Scale Factor Converg.
 DI0651;SPC MN S     -   315,773.997   699,832.810   MT  0.99995063   -0 53 22.3
 DI0651;SPC MN S     - 1,036,001.86  2,296,034.81   sFT  0.99995063   -0 53 22.3
 DI0651;UTM  15      - 4,978,227.306   320,959.290   MT  0.99999418   -1 36 11.1
 DI0651
 DI0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0651!SPC MN S     -   0.99995261  x   0.99995063  =   0.99990324
 DI0651!UTM  15      -   0.99995261  x   0.99999418  =   0.99994679
 DI0651
 DI0651|---------------------------------------------------------------------|
 DI0651| PID    Reference Object                     Distance      Geod. Az  |
 DI0651|                                                           dddmmss.s |
 DI0651| AA6237 BUNDE                               346.747 METERS 09342     |
 DI0651|---------------------------------------------------------------------|
 DI0651
 DI0651                          SUPERSEDED SURVEY CONTROL
 DI0651
 DI0651  NAD 83(1996)-  44 56 05.76775(N)    095 16 08.68913(W) AD(       ) 1
 DI0651  ELLIP H (06/12/06)  302.291  (m)                       GP(       ) 4 1
 DI0651  NAVD 88 (06/12/06)  329.01   (m)         1079.4    (f) LEVELING    3  
 DI0651
 DI0651.Superseded values are not recommended for survey control.
 DI0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0651.See file dsdata.txt to determine how the superseded data were derived.
 DI0651
 DI0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2095978227(NAD 83)
 DI0651
 DI0651_MARKER: DD = SURVEY DISK
 DI0651_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0651_STAMPING: 1203 A 2006
 DI0651_MARK LOGO: MNDT  
 DI0651_PROJECTION: FLUSH
 DI0651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0651+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0651_ROD/PIPE-DEPTH:  6.1 meters
 DI0651
 DI0651  HISTORY     - Date     Condition        Report By
 DI0651  HISTORY     - 2006     MONUMENTED       MNDT
 DI0651
 DI0651                          STATION DESCRIPTION
 DI0651
 DI0651'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0651'4.5 MILES EAST-SOUTHEAST OF CLARA CITY, 5.5 MILES EAST ALONG TRUNK
 DI0651'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN
 DI0651'CLARA CITY, AT TRUNK HIGHWAY 7 MILEPOINT 96.3, 65.7 FEET NORTH OF
 DI0651'TRUNK HIGHWAY 7, 45.5 FEET EAST OF 160TH AVENUE SOUTHEAST, 14.9 FEET
 DI0651'EAST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0652 ***********************************************************************
 DI0652  DESIGNATION -  1203 B
 DI0652  PID         -  DI0652
 DI0652  STATE/COUNTY-  MN/CHIPPEWA
 DI0652  COUNTRY     -  US
 DI0652  USGS QUAD   -  CLARA CITY (1965)
 DI0652
 DI0652                         *CURRENT SURVEY CONTROL
 DI0652  ______________________________________________________________________
 DI0652* NAD 83(2007) POSITION- 44 56 05.43977(N) 095 17 22.35713(W)   ADJUSTED  
 DI0652* NAD 83(2007) ELLIP HT-   300.693 (meters)        (08/23/10)   ADJUSTED
 DI0652* NAD 83(2007) EPOCH   -  2002.00
 DI0652* NAVD 88 ORTHO HEIGHT -   327.419  (meters)    1074.21  (feet) ADJUSTED  
 DI0652  ______________________________________________________________________
 DI0652  NAD 83(2007) X  -   -416,962.956 (meters)                     COMP
 DI0652  NAD 83(2007) Y  - -4,503,660.180 (meters)                     COMP
 DI0652  NAD 83(2007) Z  -  4,482,437.847 (meters)                     COMP
 DI0652  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC09
 DI0652  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DI0652  DYNAMIC HEIGHT  -        327.390 (meters)     1074.11  (feet) COMP
 DI0652  MODELED GRAVITY -    980,520.8   (mgal)                       NAVD 88
 DI0652
 DI0652  HORZ ORDER      -  FIRST
 DI0652  VERT ORDER      -  SECOND    CLASS I
 DI0652  ELLP ORDER      -  THIRD     CLASS I
 DI0652
 DI0652.The horizontal coordinates were established by GPS observations
 DI0652.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0652
 DI0652.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0652.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0652
 DI0652.The horizontal coordinates are valid at the epoch date displayed above
 DI0652.which is a decimal equivalence of Year/Month/Day.
 DI0652
 DI0652.The orthometric height was determined by differential leveling and
 DI0652.adjusted in November 2011.
 DI0652
 DI0652.Photographs are available for this station.
 DI0652
 DI0652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0652
 DI0652.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0652
 DI0652.The ellipsoidal height was determined by GPS observations
 DI0652.and is referenced to NAD 83.
 DI0652
 DI0652.The dynamic height is computed by dividing the NAVD 88
 DI0652.geopotential number by the normal gravity value computed on the
 DI0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0652.degrees latitude (g = 980.6199 gals.).
 DI0652
 DI0652.The modeled gravity was interpolated from observed gravity values.
 DI0652
 DI0652. The following values were computed from the NAD 83(2007) position.
 DI0652
 DI0652;                    North         East     Units Scale Factor Converg.
 DI0652;SPC MN S     -   315,789.138   698,217.644   MT  0.99995062   -0 54 14.0
 DI0652;SPC MN S     - 1,036,051.53  2,290,735.72   sFT  0.99995062   -0 54 14.0
 DI0652;UTM  15      - 4,978,262.564   319,344.361   MT  1.00000133   -1 37 03.2
 DI0652
 DI0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0652!SPC MN S     -   0.99995286  x   0.99995062  =   0.99990348
 DI0652!UTM  15      -   0.99995286  x   1.00000133  =   0.99995419
 DI0652
 DI0652                          SUPERSEDED SURVEY CONTROL
 DI0652
 DI0652  NAD 83(1996)-  44 56 05.43934(N)    095 17 22.35669(W) AD(       ) 1
 DI0652  ELLIP H (06/12/06)  300.717  (m)                       GP(       ) 4 1
 DI0652  NAVD 88 (06/12/06)  327.42   (m)         1074.2    (f) LEVELING    3  
 DI0652
 DI0652.Superseded values are not recommended for survey control.
 DI0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0652.See file dsdata.txt to determine how the superseded data were derived.
 DI0652
 DI0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1934478262(NAD 83)
 DI0652
 DI0652_MARKER: DD = SURVEY DISK
 DI0652_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0652_STAMPING: 1203 B 2006
 DI0652_MARK LOGO: MNDT  
 DI0652_PROJECTION: FLUSH
 DI0652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0652+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0652_ROD/PIPE-DEPTH:  4.3 meters
 DI0652
 DI0652  HISTORY     - Date     Condition        Report By
 DI0652  HISTORY     - 2006     MONUMENTED       MNDT
 DI0652
 DI0652                          STATION DESCRIPTION
 DI0652
 DI0652'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0652'3.5 MILES EAST-SOUTHEAST OF CLARA CITY, 4.5 MILES EAST ALONG TRUNK
 DI0652'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN
 DI0652'CLARA CITY, AT TRUNK HIGHWAY 7 MILEOPINT 95.3, 86.2 FEET NORTH OF
 DI0652'TRUNK HIGHWAY 7, 35.1 FEET EAST OF 150TH AVENUE SOUTHEAST, 4.7 FEET
 DI0652'EAST OF POWER POLE, 0.9 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0653 ***********************************************************************
 DI0653  DESIGNATION -  1203 C
 DI0653  PID         -  DI0653
 DI0653  STATE/COUNTY-  MN/CHIPPEWA
 DI0653  COUNTRY     -  US
 DI0653  USGS QUAD   -  CLARA CITY (1965)
 DI0653
 DI0653                         *CURRENT SURVEY CONTROL
 DI0653  ______________________________________________________________________
 DI0653* NAD 83(2007) POSITION- 44 56 04.51304(N) 095 18 35.74723(W)   ADJUSTED  
 DI0653* NAD 83(2007) ELLIP HT-   301.188 (meters)        (08/23/10)   ADJUSTED
 DI0653* NAD 83(2007) EPOCH   -  2002.00
 DI0653* NAVD 88 ORTHO HEIGHT -   327.893  (meters)    1075.76  (feet) ADJUSTED  
 DI0653  ______________________________________________________________________
 DI0653  NAD 83(2007) X  -   -418,567.258 (meters)                     COMP
 DI0653  NAD 83(2007) Y  - -4,503,532.006 (meters)                     COMP
 DI0653  NAD 83(2007) Z  -  4,482,417.944 (meters)                     COMP
 DI0653  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC09
 DI0653  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DI0653  DYNAMIC HEIGHT  -        327.864 (meters)     1075.67  (feet) COMP
 DI0653  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 DI0653
 DI0653  HORZ ORDER      -  FIRST
 DI0653  VERT ORDER      -  SECOND    CLASS I
 DI0653  ELLP ORDER      -  THIRD     CLASS I
 DI0653
 DI0653.The horizontal coordinates were established by GPS observations
 DI0653.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0653
 DI0653.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0653.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0653
 DI0653.The horizontal coordinates are valid at the epoch date displayed above
 DI0653.which is a decimal equivalence of Year/Month/Day.
 DI0653
 DI0653.The orthometric height was determined by differential leveling and
 DI0653.adjusted in November 2011.
 DI0653
 DI0653.Photographs are available for this station.
 DI0653
 DI0653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0653
 DI0653.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0653
 DI0653.The ellipsoidal height was determined by GPS observations
 DI0653.and is referenced to NAD 83.
 DI0653
 DI0653.The dynamic height is computed by dividing the NAVD 88
 DI0653.geopotential number by the normal gravity value computed on the
 DI0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0653.degrees latitude (g = 980.6199 gals.).
 DI0653
 DI0653.The modeled gravity was interpolated from observed gravity values.
 DI0653
 DI0653. The following values were computed from the NAD 83(2007) position.
 DI0653
 DI0653;                    North         East     Units Scale Factor Converg.
 DI0653;SPC MN S     -   315,786.120   696,608.265   MT  0.99995058   -0 55 05.4
 DI0653;SPC MN S     - 1,036,041.63  2,285,455.62   sFT  0.99995058   -0 55 05.4
 DI0653;UTM  15      - 4,978,279.594   317,734.982   MT  1.00000851   -1 37 55.0
 DI0653
 DI0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0653!SPC MN S     -   0.99995278  x   0.99995058  =   0.99990336
 DI0653!UTM  15      -   0.99995278  x   1.00000851  =   0.99996129
 DI0653
 DI0653                          SUPERSEDED SURVEY CONTROL
 DI0653
 DI0653  NAD 83(1996)-  44 56 04.51261(N)    095 18 35.74679(W) AD(       ) 1
 DI0653  ELLIP H (06/12/06)  301.211  (m)                       GP(       ) 4 1
 DI0653  NAVD 88 (06/12/06)  327.89   (m)         1075.8    (f) LEVELING    3  
 DI0653
 DI0653.Superseded values are not recommended for survey control.
 DI0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0653.See file dsdata.txt to determine how the superseded data were derived.
 DI0653
 DI0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1773478279(NAD 83)
 DI0653
 DI0653_MARKER: DD = SURVEY DISK
 DI0653_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0653_STAMPING: 1203 C 2006
 DI0653_MARK LOGO: MNDT  
 DI0653_PROJECTION: FLUSH
 DI0653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0653+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DI0653_ROD/PIPE-DEPTH:  6.1 meters
 DI0653
 DI0653  HISTORY     - Date     Condition        Report By
 DI0653  HISTORY     - 2006     MONUMENTED       MNDT
 DI0653  HISTORY     - 20090528 GOOD             MNDT
 DI0653
 DI0653                          STATION DESCRIPTION
 DI0653
 DI0653'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0653'IN BUNDE, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1, IN THE
 DI0653'NORTHEAST QUADRANT, AT TRUNK HIGHWAY 7 MILEPOINT 94.3, 55.3 FEET EAST
 DI0653'OF COUNTY ROAD 1 (140TH AVENUE SOUTHEAST), 46.4 FEET NORTH OF TRUNK
 DI0653'HIGHWAY 7, 4.7 FEET SOUTH OF SOUTH EDGE OF CHURCH PARKING LOT, 1.0
 DI0653'FEET SOUTH OF WITNESS POST
 DI0653
 DI0653                          STATION RECOVERY (2009)
 DI0653
 DI0653'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DI0653'IN BUNDE, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1, IN THE
 DI0653'NORTHEAST QUADRANT, AT TRUNK HIGHWAY 7 MILEPOINT 94.3, 55.3 FEET EAST
 DI0653'OF COUNTY ROAD 1 (140TH AVENUE SOUTHEAST), 46.4 FEET NORTH OF TRUNK
 DI0653'HIGHWAY 7, 4.7 FEET SOUTH OF SOUTH EDGE OF CHURCH PARKING LOT, 1.0
 DI0653'FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0654 ***********************************************************************
 DI0654  DESIGNATION -  1203 D
 DI0654  PID         -  DI0654
 DI0654  STATE/COUNTY-  MN/CHIPPEWA
 DI0654  COUNTRY     -  US
 DI0654  USGS QUAD   -  CLARA CITY (1965)
 DI0654
 DI0654                         *CURRENT SURVEY CONTROL
 DI0654  ______________________________________________________________________
 DI0654* NAD 83(2007) POSITION- 44 56 08.42450(N) 095 19 50.68870(W)   ADJUSTED  
 DI0654* NAD 83(2007) ELLIP HT-   297.039 (meters)        (08/23/10)   ADJUSTED
 DI0654* NAD 83(2007) EPOCH   -  2002.00
 DI0654* NAVD 88 ORTHO HEIGHT -   323.715  (meters)    1062.06  (feet) ADJUSTED  
 DI0654  ______________________________________________________________________
 DI0654  NAD 83(2007) X  -   -420,195.286 (meters)                     COMP
 DI0654  NAD 83(2007) Y  - -4,503,291.790 (meters)                     COMP
 DI0654  NAD 83(2007) Z  -  4,482,500.494 (meters)                     COMP
 DI0654  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 DI0654  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DI0654  DYNAMIC HEIGHT  -        323.687 (meters)     1061.96  (feet) COMP
 DI0654  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 DI0654
 DI0654  HORZ ORDER      -  FIRST
 DI0654  VERT ORDER      -  SECOND    CLASS I
 DI0654  ELLP ORDER      -  THIRD     CLASS I
 DI0654
 DI0654.The horizontal coordinates were established by GPS observations
 DI0654.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0654
 DI0654.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0654.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0654
 DI0654.The horizontal coordinates are valid at the epoch date displayed above
 DI0654.which is a decimal equivalence of Year/Month/Day.
 DI0654
 DI0654.The orthometric height was determined by differential leveling and
 DI0654.adjusted in November 2011.
 DI0654
 DI0654.Photographs are available for this station.
 DI0654
 DI0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0654
 DI0654.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0654
 DI0654.The ellipsoidal height was determined by GPS observations
 DI0654.and is referenced to NAD 83.
 DI0654
 DI0654.The dynamic height is computed by dividing the NAVD 88
 DI0654.geopotential number by the normal gravity value computed on the
 DI0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0654.degrees latitude (g = 980.6199 gals.).
 DI0654
 DI0654.The modeled gravity was interpolated from observed gravity values.
 DI0654
 DI0654. The following values were computed from the NAD 83(2007) position.
 DI0654
 DI0654;                    North         East     Units Scale Factor Converg.
 DI0654;SPC MN S     -   315,933.383   694,967.299   MT  0.99995073   -0 55 57.9
 DI0654;SPC MN S     - 1,036,524.77  2,280,071.88   sFT  0.99995073   -0 55 57.9
 DI0654;UTM  15      - 4,978,447.300   316,095.878   MT  1.00001589   -1 38 48.1
 DI0654
 DI0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0654!SPC MN S     -   0.99995343  x   0.99995073  =   0.99990416
 DI0654!UTM  15      -   0.99995343  x   1.00001589  =   0.99996932
 DI0654
 DI0654                          SUPERSEDED SURVEY CONTROL
 DI0654
 DI0654  NAD 83(1996)-  44 56 08.42406(N)    095 19 50.68826(W) AD(       ) 1
 DI0654  ELLIP H (06/12/06)  297.062  (m)                       GP(       ) 4 1
 DI0654  NAVD 88 (06/12/06)  323.71   (m)         1062.0    (f) LEVELING    3  
 DI0654
 DI0654.Superseded values are not recommended for survey control.
 DI0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0654.See file dsdata.txt to determine how the superseded data were derived.
 DI0654
 DI0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1609578447(NAD 83)
 DI0654
 DI0654_MARKER: DD = SURVEY DISK
 DI0654_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0654_STAMPING: 1203 D 2006
 DI0654_MARK LOGO: MNDT  
 DI0654_PROJECTION: FLUSH
 DI0654_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0654+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DI0654_ROD/PIPE-DEPTH:  5.8 meters
 DI0654
 DI0654  HISTORY     - Date     Condition        Report By
 DI0654  HISTORY     - 2006     MONUMENTED       MNDT
 DI0654  HISTORY     - 20090817 GOOD             MNDT
 DI0654
 DI0654                          STATION DESCRIPTION
 DI0654
 DI0654'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0654'2.5 MILES SOUTHEAST OF CLARA CITY, 3.5 MILES EAST ALONG TRUNK HIGHWAY
 DI0654'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI0654'AT TRUNK HIGHWAY 7 MILEPOINT 93.2, 61.2 FEET NORTHEAST OF TRUNK
 DI0654'HIGHWAY 7, 45.1 FEET WEST OF 130TH AVENUE SOUTHEAST, 12.7 FEET
 DI0654'SOUTHWEST OF POWER POLE, 1.1 FEET SOUTH OF WITNESS POST
 DI0654
 DI0654                          STATION RECOVERY (2009)
 DI0654
 DI0654'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DKH)
 DI0654'2.5 MILES SOUTHEAST OF CLARA CITY, 3.5 MILES EAST ALONG TRUNK HIGHWAY
 DI0654'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI0654'AT TRUNK HIGHWAY 7 MILEPOINT 93.2, 61.2 FEET NORTHEAST OF TRUNK
 DI0654'HIGHWAY 7, 45.1 FEET WEST OF 130TH AVENUE SOUTHEAST, 12.7 FEET
 DI0654'SOUTHWEST OF POWER POLE, 1.1 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0655 ***********************************************************************
 DI0655  DESIGNATION -  1203 E
 DI0655  PID         -  DI0655
 DI0655  STATE/COUNTY-  MN/CHIPPEWA
 DI0655  COUNTRY     -  US
 DI0655  USGS QUAD   -  CLARA CITY (1965)
 DI0655
 DI0655                         *CURRENT SURVEY CONTROL
 DI0655  ______________________________________________________________________
 DI0655* NAD 83(2007) POSITION- 44 56 48.43919(N) 095 21 04.00209(W)   ADJUSTED  
 DI0655* NAD 83(2007) ELLIP HT-   295.639 (meters)        (08/23/10)   ADJUSTED
 DI0655* NAD 83(2007) EPOCH   -  2002.00
 DI0655* NAVD 88 ORTHO HEIGHT -   322.283  (meters)    1057.36  (feet) ADJUSTED  
 DI0655  ______________________________________________________________________
 DI0655  NAD 83(2007) X  -   -421,714.411 (meters)                     COMP
 DI0655  NAD 83(2007) Y  - -4,502,272.381 (meters)                     COMP
 DI0655  NAD 83(2007) Z  -  4,483,373.886 (meters)                     COMP
 DI0655  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 DI0655  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DI0655  DYNAMIC HEIGHT  -        322.257 (meters)     1057.27  (feet) COMP
 DI0655  MODELED GRAVITY -    980,525.2   (mgal)                       NAVD 88
 DI0655
 DI0655  HORZ ORDER      -  FIRST
 DI0655  VERT ORDER      -  SECOND    CLASS I
 DI0655  ELLP ORDER      -  THIRD     CLASS I
 DI0655
 DI0655.The horizontal coordinates were established by GPS observations
 DI0655.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0655
 DI0655.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0655.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0655
 DI0655.The horizontal coordinates are valid at the epoch date displayed above
 DI0655.which is a decimal equivalence of Year/Month/Day.
 DI0655
 DI0655.The orthometric height was determined by differential leveling and
 DI0655.adjusted in November 2011.
 DI0655
 DI0655.Photographs are available for this station.
 DI0655
 DI0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0655
 DI0655.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0655
 DI0655.The ellipsoidal height was determined by GPS observations
 DI0655.and is referenced to NAD 83.
 DI0655
 DI0655.The dynamic height is computed by dividing the NAVD 88
 DI0655.geopotential number by the normal gravity value computed on the
 DI0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0655.degrees latitude (g = 980.6199 gals.).
 DI0655
 DI0655.The modeled gravity was interpolated from observed gravity values.
 DI0655
 DI0655. The following values were computed from the NAD 83(2007) position.
 DI0655
 DI0655;                    North         East     Units Scale Factor Converg.
 DI0655;SPC MN S     -   317,194.760   693,380.511   MT  0.99995221   -0 56 49.3
 DI0655;SPC MN S     - 1,040,663.14  2,274,865.89   sFT  0.99995221   -0 56 49.3
 DI0655;UTM  15      - 4,979,728.444   314,524.828   MT  1.00002303   -1 39 41.1
 DI0655
 DI0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0655!SPC MN S     -   0.99995365  x   0.99995221  =   0.99990586
 DI0655!UTM  15      -   0.99995365  x   1.00002303  =   0.99997668
 DI0655
 DI0655:                Primary Azimuth Mark                     Grid Az
 DI0655:SPC MN S     -  CLARA                                    136 50 28.5
 DI0655:UTM  15      -  CLARA                                    137 33 20.3
 DI0655
 DI0655|---------------------------------------------------------------------|
 DI0655| PID    Reference Object                     Distance      Geod. Az  |
 DI0655|                                                           dddmmss.s |
 DI0655| AA6238 CLARA                               493.053 METERS 1355339.2 |
 DI0655|---------------------------------------------------------------------|
 DI0655
 DI0655                          SUPERSEDED SURVEY CONTROL
 DI0655
 DI0655  NAD 83(1996)-  44 56 48.43875(N)    095 21 04.00166(W) AD(       ) 1
 DI0655  ELLIP H (06/12/06)  295.662  (m)                       GP(       ) 4 1
 DI0655  NAVD 88 (06/12/06)  322.28   (m)         1057.3    (f) LEVELING    3  
 DI0655
 DI0655.Superseded values are not recommended for survey control.
 DI0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0655.See file dsdata.txt to determine how the superseded data were derived.
 DI0655
 DI0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1452479728(NAD 83)
 DI0655
 DI0655_MARKER: DD = SURVEY DISK
 DI0655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0655_STAMPING: 1203 E 2006
 DI0655_MARK LOGO: MNDT  
 DI0655_PROJECTION: FLUSH
 DI0655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0655+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DI0655_ROD/PIPE-DEPTH:  6.1 meters
 DI0655
 DI0655  HISTORY     - Date     Condition        Report By
 DI0655  HISTORY     - 2006     MONUMENTED       MNDT
 DI0655  HISTORY     - 20090513 GOOD             MNDT
 DI0655  HISTORY     - 20090513 GOOD             MNDT
 DI0655
 DI0655                          STATION DESCRIPTION
 DI0655
 DI0655'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0655'1.5 MILES SOUTHEAST OF CLARA CITY, 1.15 MILES EAST ALONG TRUNK HIGHWAY
 DI0655'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI0655'AT TRUNK HIGHWAY 7 MILEPOINT 91.95, 120 FEET SOUTHWEST OF TRUNK
 DI0655'HIGHWAY 7, 44.8 FEET WEST OF COUNTY ROAD 2 (120TH AVENUE SOUTHEAST),
 DI0655'28.4 FEET NORTH OF FIELD ENTERANCE, 1.3 FEET EAST OF WITNESS POST
 DI0655
 DI0655                          STATION RECOVERY (2009)
 DI0655
 DI0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI0655'1.5 MILES SOUTHEAST OF CLARA CITY, 1.15 MILES EAST ALONG TRUNK HIGHWAY
 DI0655'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI0655'AT TRUNK HIGHWAY 7 MILEPOINT 91.95, 120 FEET SOUTHWEST OF TRUNK
 DI0655'HIGHWAY 7, 44.8 FEET WEST OF COUNTY ROAD 2 (120TH AVENUE SOUTHEAST),
 DI0655'28.4 FEET NORTH OF FIELD ENTRANCE, 1.3 FEET EAST OF WITNESS POST.
 DI0655
 DI0655                          STATION RECOVERY (2009)
 DI0655
 DI0655'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI0655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5249 ***********************************************************************
 DM5249  DESIGNATION -  1203 F
 DM5249  PID         -  DM5249
 DM5249  STATE/COUNTY-  MN/CHIPPEWA
 DM5249  COUNTRY     -  US
 DM5249  USGS QUAD   -  CLARA CITY (1965)
 DM5249
 DM5249                         *CURRENT SURVEY CONTROL
 DM5249  ______________________________________________________________________
 DM5249* NAD 83(1986) POSITION- 44 56 56.79   (N) 095 21 48.18   (W)   HD_HELD1  
 DM5249* NAVD 88 ORTHO HEIGHT -   321.641  (meters)    1055.25  (feet) ADJUSTED  
 DM5249  ______________________________________________________________________
 DM5249  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM5249  DYNAMIC HEIGHT  -        321.615 (meters)     1055.17  (feet) COMP
 DM5249  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 DM5249
 DM5249  VERT ORDER      -  SECOND    CLASS I
 DM5249
 DM5249.The horizontal coordinates were established by differentially corrected
 DM5249.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5249.
 DM5249.The orthometric height was determined by differential leveling and
 DM5249.adjusted in November 2011.
 DM5249
 DM5249.Photographs are available for this station.
 DM5249
 DM5249.The dynamic height is computed by dividing the NAVD 88
 DM5249.geopotential number by the normal gravity value computed on the
 DM5249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5249.degrees latitude (g = 980.6199 gals.).
 DM5249
 DM5249.The modeled gravity was interpolated from observed gravity values.
 DM5249
 DM5249;                    North         East    Units  Estimated Accuracy
 DM5249;SPC MN S     -   317,468.6     692,416.5     MT  (+/- 3 meters HH1 GPS) 
 DM5249
 DM5249                          SUPERSEDED SURVEY CONTROL
 DM5249
 DM5249.No superseded survey control is available for this station.
 DM5249
 DM5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1356480014(NAD 83)
 DM5249
 DM5249_MARKER: DV = VERTICAL CONTROL DISK
 DM5249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5249_SP_SET: BRIDGE ABUTMENT
 DM5249_STAMPING: 1203 F 2005
 DM5249_MARK LOGO: MNDT  
 DM5249_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5249+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DM5249
 DM5249  HISTORY     - Date     Condition        Report By
 DM5249  HISTORY     - 1988     MONUMENTED       MNDT
 DM5249  HISTORY     - 20051214 GOOD             MNDT
 DM5249  HISTORY     - 20090513 GOOD             MNDT
 DM5249
 DM5249                          STATION DESCRIPTION
 DM5249
 DM5249'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DM5249'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF RAYMOND, 5.9
 DM5249'MI (9.5 KM) EAST-NORTHEAST OF MAYNARD AND IN THE TOWN OF CLARA CITY
 DM5249'MINNESOTA.
 DM5249' 
 DM5249'TO REACH THE MARK FROM THE JUNCTION OF FROM THE JUNCTION OF TRUNK
 DM5249'HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY, GO 0.5 MI (0.8 KM) (0.8
 DM5249'KM) EAST ALONG TRUNK HIGHWAY 7 TO MILE POINT 91.30 AND FOUND IN THE
 DM5249'SOUTHEAST CORNER OF THE BRIDGE ABUTMENT OF BRIDGE NUMBER 12008 OVER
 DM5249'HAWK CREEK.
 DM5249' 
 DM5249'THE MARK IS FOUND IS 22.5 FT (6.9 M) SOUTH OF TRUNK HIGHWAY 7.
 DM5249' 
 DM5249'NOTE-THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1988, THEN STAMPED
 DM5249'WHEN SURVEYED IN 2005.
 DM5249
 DM5249                          STATION RECOVERY (2009)
 DM5249
 DM5249'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM5249'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0656 ***********************************************************************
 DI0656  DESIGNATION -  1203 G
 DI0656  PID         -  DI0656
 DI0656  STATE/COUNTY-  MN/CHIPPEWA
 DI0656  COUNTRY     -  US
 DI0656  USGS QUAD   -  CLARA CITY (1965)
 DI0656
 DI0656                         *CURRENT SURVEY CONTROL
 DI0656  ______________________________________________________________________
 DI0656* NAD 83(2007) POSITION- 44 56 55.58499(N) 095 22 26.62879(W)   ADJUSTED  
 DI0656* NAD 83(2007) ELLIP HT-   292.917 (meters)        (08/23/10)   ADJUSTED
 DI0656* NAD 83(2007) EPOCH   -  2002.00
 DI0656* NAVD 88 ORTHO HEIGHT -   319.536  (meters)    1048.34  (feet) ADJUSTED  
 DI0656  ______________________________________________________________________
 DI0656  NAD 83(2007) X  -   -423,503.146 (meters)                     COMP
 DI0656  NAD 83(2007) Y  - -4,501,946.009 (meters)                     COMP
 DI0656  NAD 83(2007) Z  -  4,483,528.092 (meters)                     COMP
 DI0656  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC09
 DI0656  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DI0656  DYNAMIC HEIGHT  -        319.510 (meters)     1048.26  (feet) COMP
 DI0656  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DI0656
 DI0656  HORZ ORDER      -  FIRST
 DI0656  VERT ORDER      -  SECOND    CLASS I
 DI0656  ELLP ORDER      -  THIRD     CLASS I
 DI0656
 DI0656.The horizontal coordinates were established by GPS observations
 DI0656.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0656
 DI0656.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0656.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0656
 DI0656.The horizontal coordinates are valid at the epoch date displayed above
 DI0656.which is a decimal equivalence of Year/Month/Day.
 DI0656
 DI0656.The orthometric height was determined by differential leveling and
 DI0656.adjusted in November 2011.
 DI0656
 DI0656.Photographs are available for this station.
 DI0656
 DI0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0656
 DI0656.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0656
 DI0656.The ellipsoidal height was determined by GPS observations
 DI0656.and is referenced to NAD 83.
 DI0656
 DI0656.The dynamic height is computed by dividing the NAVD 88
 DI0656.geopotential number by the normal gravity value computed on the
 DI0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0656.degrees latitude (g = 980.6199 gals.).
 DI0656
 DI0656.The modeled gravity was interpolated from observed gravity values.
 DI0656
 DI0656. The following values were computed from the NAD 83(2007) position.
 DI0656
 DI0656;                    North         East     Units Scale Factor Converg.
 DI0656;SPC MN S     -   317,445.498   691,573.201   MT  0.99995248   -0 57 47.2
 DI0656;SPC MN S     - 1,041,485.77  2,268,936.41   sFT  0.99995248   -0 57 47.2
 DI0656;UTM  15      - 4,980,001.720   312,720.651   MT  1.00003130   -1 40 39.7
 DI0656
 DI0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0656!SPC MN S     -   0.99995408  x   0.99995248  =   0.99990656
 DI0656!UTM  15      -   0.99995408  x   1.00003130  =   0.99998537
 DI0656
 DI0656                          SUPERSEDED SURVEY CONTROL
 DI0656
 DI0656  NAD 83(1996)-  44 56 55.58453(N)    095 22 26.62837(W) AD(       ) 1
 DI0656  ELLIP H (06/12/06)  292.940  (m)                       GP(       ) 4 1
 DI0656  NAVD 88 (06/12/06)  319.54   (m)         1048.4    (f) LEVELING    3  
 DI0656
 DI0656.Superseded values are not recommended for survey control.
 DI0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0656.See file dsdata.txt to determine how the superseded data were derived.
 DI0656
 DI0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1272080001(NAD 83)
 DI0656
 DI0656_MARKER: DD = SURVEY DISK
 DI0656_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0656_STAMPING: 1203 G 2006
 DI0656_MARK LOGO: MNDT  
 DI0656_PROJECTION: FLUSH
 DI0656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0656+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DI0656_ROD/PIPE-DEPTH:  6.1 meters
 DI0656
 DI0656  HISTORY     - Date     Condition        Report By
 DI0656  HISTORY     - 2006     MONUMENTED       MNDT
 DI0656  HISTORY     - 20090513 GOOD             MNDT
 DI0656  HISTORY     - 20090513 GOOD             MNDT
 DI0656
 DI0656                          STATION DESCRIPTION
 DI0656
 DI0656'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0656'IN CLARA CITY, AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7 IN
 DI0656'CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 125.10, 103.6 FEET SOUTH OF
 DI0656'EAST BOUND TRUNK HIGHWAY 7, 89.8 FEET WEST-NORTHWEST OF TRUNK HIGHWAY
 DI0656'23, 18.2 FEET SOUTH-SOUTHEAST OF CABLE PEDESTAL, 1.0 FEET EAST OF
 DI0656'WITNESS POST
 DI0656
 DI0656                          STATION RECOVERY (2009)
 DI0656
 DI0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI0656'IN CLARA CITY, AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7 IN
 DI0656'CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 125.10, 103.6 FEET SOUTH OF
 DI0656'EASTBOUND TRUNK HIGHWAY 7, 89.8 FEET WEST-NORTHWEST OF TRUNK HIGHWAY
 DI0656'23, 18.2 FEET SOUTH-SOUTHEAST OF CABLE PEDESTAL, 1.0 FOOT EAST OF
 DI0656'WITNESS POST.
 DI0656
 DI0656                          STATION RECOVERY (2009)
 DI0656
 DI0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI0656'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1325 ***********************************************************************
 PQ1325  DESIGNATION -  1204 B
 PQ1325  PID         -  PQ1325
 PQ1325  STATE/COUNTY-  MN/CHIPPEWA
 PQ1325  COUNTRY     -  US
 PQ1325  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1325
 PQ1325                         *CURRENT SURVEY CONTROL
 PQ1325  ______________________________________________________________________
 PQ1325* NAD 83(1986) POSITION- 44 48 11.60   (N) 095 29 02.47   (W)   HD_HELD1  
 PQ1325* NAVD 88 ORTHO HEIGHT -   327.692  (meters)    1075.10  (feet) ADJUSTED  
 PQ1325  ______________________________________________________________________
 PQ1325  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PQ1325  DYNAMIC HEIGHT  -        327.662 (meters)     1075.00  (feet) COMP
 PQ1325  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 PQ1325
 PQ1325  VERT ORDER      -  SECOND    CLASS I
 PQ1325
 PQ1325.The horizontal coordinates were established by differentially corrected
 PQ1325.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1325.
 PQ1325.The orthometric height was determined by differential leveling and
 PQ1325.adjusted in June 1995.
 PQ1325
 PQ1325.Photographs are available for this station.
 PQ1325
 PQ1325.The dynamic height is computed by dividing the NAVD 88
 PQ1325.geopotential number by the normal gravity value computed on the
 PQ1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1325.degrees latitude (g = 980.6199 gals.).
 PQ1325
 PQ1325.The modeled gravity was interpolated from observed gravity values.
 PQ1325
 PQ1325;                    North         East    Units  Estimated Accuracy
 PQ1325;SPC MN S     -   301,425.7     682,603.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1325
 PQ1325                          SUPERSEDED SURVEY CONTROL
 PQ1325
 PQ1325.No superseded survey control is available for this station.
 PQ1325
 PQ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0355164093(NAD 83)
 PQ1325
 PQ1325_MARKER: DB = BENCH MARK DISK
 PQ1325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1325_SP_SET: BRIDGE ABUTMENT
 PQ1325_STAMPING: 1204 B 1976
 PQ1325_MARK LOGO: MNHD  
 PQ1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1325+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 PQ1325
 PQ1325  HISTORY     - Date     Condition        Report By
 PQ1325  HISTORY     - 19760401 MONUMENTED       MNHD
 PQ1325  HISTORY     - 19831130 GOOD             MNDT
 PQ1325  HISTORY     - 20030826 GOOD             MNDT
 PQ1325  HISTORY     - 20090514 GOOD             MNDT
 PQ1325
 PQ1325                          STATION DESCRIPTION
 PQ1325
 PQ1325'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1325'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF THE CITY OF GRANITE
 PQ1325'FALLS, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION
 PQ1325'WITH TRUNK HIGHWAY 212, IN THE NE 1/4 OF SECTION 1, T115N, R39W, 25
 PQ1325'FT (7.6 M) EAST OF AND 0.5 FT (0.2 M) HIGHER THAN THE CENTERLINE OF
 PQ1325'HIGHWAY 23 AND AT ENGINEERS STATION 2126+48.  THE MARK, A STANDARD
 PQ1325'MNDT BENCH MARK DISK STAMPED---1204 B 1976---, IS SET IN THE TOP OF
 PQ1325'THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE NUMBER 12001 (TRUNK
 PQ1325'HIGHWAY 23 OVER THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD).
 PQ1325
 PQ1325                          STATION RECOVERY (2003)
 PQ1325
 PQ1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1325'3 MILES EAST OF GRANITE FALLS, 0.5 MILES NORTH OF JUNCTION OF TRUNK
 PQ1325'HIGHWAY 23 AND TRUNK HIGHWAY 212, 25 FEET EAST OF TRUNK HIGHWAY 23, IN
 PQ1325'EAST END OF SOUTH ABUTMENT OF TRUNK HIGHWAY 23 BRIDGE 12001 OVER RR
 PQ1325
 PQ1325                          STATION RECOVERY (2009)
 PQ1325
 PQ1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1325'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF SACRED HEART.
 PQ1325' 
 PQ1325'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF ASBURY AND 3.0
 PQ1325'MI (4.8 KM) EAST OF GRANITE FALLS.
 PQ1325' 
 PQ1325'IT IS 3.0 MI (4.8 KM) EAST OF GRANITE FALLS, IN EAST END OF SOUTH
 PQ1325'ABUTMENT OF TRUNK HIGHWAY 23 BRIDGE 12001 OVER RAILROAD, 3.2 MI (5.1
 PQ1325'KM) EAST ON TRUNK HIGHWAY 212/TRUNK HIGHWAY 23 FROM THE JUNCTION OF
 PQ1325'TRUNK HIGHWAY 212/TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 23 (SOUTH) IN
 PQ1325'GRANITE FALLS.
 PQ1325' 
 PQ1325'IT IS 0.5 MI (0.8 KM) NORTH ON TRUNK HIGHWAY 23, 25 FT (7.6 M) EAST OF
 PQ1325'TRUNK HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1236 ***********************************************************************
 PQ1236  DESIGNATION -  1204 D
 PQ1236  PID         -  PQ1236
 PQ1236  STATE/COUNTY-  MN/RENVILLE
 PQ1236  COUNTRY     -  US
 PQ1236  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1236
 PQ1236                         *CURRENT SURVEY CONTROL
 PQ1236  ______________________________________________________________________
 PQ1236* NAD 83(2007) POSITION- 44 49 55.93384(N) 095 28 59.42888(W)   ADJUSTED  
 PQ1236* NAD 83(2007) ELLIP HT-   292.587 (meters)        (08/04/10)   ADJUSTED
 PQ1236* NAD 83(2007) EPOCH   -  2002.00
 PQ1236* NAVD 88 ORTHO HEIGHT -   319.260  (meters)    1047.44  (feet) ADJUSTED  
 PQ1236  ______________________________________________________________________
 PQ1236  NAD 83(2007) X  -   -432,949.270 (meters)                     COMP
 PQ1236  NAD 83(2007) Y  - -4,510,232.287 (meters)                     COMP
 PQ1236  NAD 83(2007) Z  -  4,474,349.835 (meters)                     COMP
 PQ1236  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC09
 PQ1236  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 PQ1236  DYNAMIC HEIGHT  -        319.232 (meters)     1047.35  (feet) COMP
 PQ1236  MODELED GRAVITY -    980,521.4   (mgal)                       NAVD 88
 PQ1236
 PQ1236  HORZ ORDER      -  FIRST
 PQ1236  VERT ORDER      -  FIRST     CLASS II
 PQ1236  ELLP ORDER      -  THIRD     CLASS I
 PQ1236
 PQ1236.The horizontal coordinates were established by GPS observations
 PQ1236.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1236
 PQ1236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1236.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1236
 PQ1236.The horizontal coordinates are valid at the epoch date displayed above
 PQ1236.which is a decimal equivalence of Year/Month/Day.
 PQ1236
 PQ1236.The orthometric height was determined by differential leveling and
 PQ1236.adjusted in June 1991.
 PQ1236
 PQ1236.Photographs are available for this station.
 PQ1236
 PQ1236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1236
 PQ1236.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1236
 PQ1236.The ellipsoidal height was determined by GPS observations
 PQ1236.and is referenced to NAD 83.
 PQ1236
 PQ1236.The dynamic height is computed by dividing the NAVD 88
 PQ1236.geopotential number by the normal gravity value computed on the
 PQ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1236.degrees latitude (g = 980.6199 gals.).
 PQ1236
 PQ1236.The modeled gravity was interpolated from observed gravity values.
 PQ1236
 PQ1236. The following values were computed from the NAD 83(2007) position.
 PQ1236
 PQ1236;                    North         East     Units Scale Factor Converg.
 PQ1236;SPC MN S     -   304,644.459   682,729.173   MT  0.99993867   -1 02 22.6
 PQ1236;SPC MN S     -   999,487.70  2,239,920.63   sFT  0.99993867   -1 02 22.6
 PQ1236;UTM  15      - 4,967,310.391   303,717.013   MT  1.00007378   -1 45 04.6
 PQ1236
 PQ1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1236!SPC MN S     -   0.99995413  x   0.99993867  =   0.99989280
 PQ1236!UTM  15      -   0.99995413  x   1.00007378  =   1.00002790
 PQ1236
 PQ1236:                Primary Azimuth Mark                     Grid Az
 PQ1236:SPC MN S     -  1204 E                                   001 03 46.1
 PQ1236:UTM  15      -  1204 E                                   001 46 28.1
 PQ1236
 PQ1236|---------------------------------------------------------------------|
 PQ1236| PID    Reference Object                     Distance      Geod. Az  |
 PQ1236|                                                           dddmmss.s |
 PQ1236| PQ1237 1204 E                              APPROX. 1.6 KM 0000123.5 |
 PQ1236| DM3601 MCCOY                               345.532 METERS 08458     |
 PQ1236| DM3568 1204 P                              APPROX. 0.8 KM 3544830.3 |
 PQ1236|---------------------------------------------------------------------|
 PQ1236
 PQ1236                          SUPERSEDED SURVEY CONTROL
 PQ1236
 PQ1236  NAVD 88 (08/04/10)  319.26   (m)         1047.4    (f) LEVELING    3  
 PQ1236
 PQ1236.Superseded values are not recommended for survey control.
 PQ1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1236.See file dsdata.txt to determine how the superseded data were derived.
 PQ1236
 PQ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0371767310(NAD 83)
 PQ1236
 PQ1236_MARKER: DV = VERTICAL CONTROL DISK
 PQ1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1236_SP_SET: COPPER-CLAD STEEL ROD
 PQ1236_STAMPING: 1204 D 1976
 PQ1236_MARK LOGO: MNHD  
 PQ1236_PROJECTION: RECESSED 15 CENTIMETERS
 PQ1236_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1236+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 PQ1236_ROD/PIPE-DEPTH: 4.5  meters
 PQ1236
 PQ1236  HISTORY     - Date     Condition        Report By
 PQ1236  HISTORY     - 1976     MONUMENTED       MNHD
 PQ1236  HISTORY     - 19900802 GOOD             NGS
 PQ1236  HISTORY     - 20090514 GOOD             MNDT
 PQ1236  HISTORY     - 20090514 GOOD             MNDT
 PQ1236
 PQ1236                          STATION DESCRIPTION
 PQ1236
 PQ1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1236'8.8 KM (5.5 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1236'COUNTY ROAD 17 IN MAYNARD, 39.1 M (128.3 FT) SOUTH OF THE CENTERLINE
 PQ1236'OF A COUNTY ROAD, 29.0 M (95.1 FT) EAST OF THE HIGHWAY CENTERLINE,
 PQ1236'1.7 M (5.6 FT) NORTHWEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE
 PQ1236'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 PQ1236
 PQ1236                          STATION RECOVERY (2009)
 PQ1236
 PQ1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1236'3.4 MILES NORTHEAST OF GRANITE FALLS, 2.5 MILES NORTH ON TRUNK HIGHWAY
 PQ1236'23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212 IN GRANITE
 PQ1236'FALLS, 5.5 MILES SOUTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1236'HIGHWAY 23 AND COUNTY ROAD 17 AT MAYNARD, AT TRUNK HIGHWAY 23
 PQ1236'MILEPOINT 114.05, 95 FEET EAST OF TRUNK HIGHWAY 23, AT TRUNK HIGHWAY
 PQ1236'23 STATION 2232+24, 128 FEET SOUTH OF EAST-WEST TOWNSHIP ROAD (860TH
 PQ1236'AVENUE), 5.6 FEET WEST-NORTHWEST OF POWER POLE, 1.0 FOOT NORTH OF
 PQ1236'WITNESS POST, 3.3 FEET WEST OF RIGHT-OF-WAY POST.
 PQ1236
 PQ1236                          STATION RECOVERY (2009)
 PQ1236
 PQ1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1236'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1237 ***********************************************************************
 PQ1237  DESIGNATION -  1204 E
 PQ1237  PID         -  PQ1237
 PQ1237  STATE/COUNTY-  MN/RENVILLE
 PQ1237  COUNTRY     -  US
 PQ1237  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1237
 PQ1237                         *CURRENT SURVEY CONTROL
 PQ1237  ______________________________________________________________________
 PQ1237* NAD 83(2007) POSITION- 44 50 48.38274(N) 095 28 59.39905(W)   ADJUSTED  
 PQ1237* NAD 83(2007) ELLIP HT-   294.648 (meters)        (08/04/10)   ADJUSTED
 PQ1237* NAD 83(2007) EPOCH   -  2002.00
 PQ1237* NAVD 88 ORTHO HEIGHT -   321.274  (meters)    1054.05  (feet) ADJUSTED  
 PQ1237  ______________________________________________________________________
 PQ1237  NAD 83(2007) X  -   -432,839.666 (meters)                     COMP
 PQ1237  NAD 83(2007) Y  - -4,509,097.347 (meters)                     COMP
 PQ1237  NAD 83(2007) Z  -  4,475,499.384 (meters)                     COMP
 PQ1237  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC09
 PQ1237  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 PQ1237  DYNAMIC HEIGHT  -        321.247 (meters)     1053.96  (feet) COMP
 PQ1237  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 PQ1237
 PQ1237  HORZ ORDER      -  FIRST
 PQ1237  VERT ORDER      -  FIRST     CLASS II
 PQ1237  ELLP ORDER      -  THIRD     CLASS I
 PQ1237
 PQ1237.The horizontal coordinates were established by GPS observations
 PQ1237.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1237
 PQ1237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1237.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1237
 PQ1237.The horizontal coordinates are valid at the epoch date displayed above
 PQ1237.which is a decimal equivalence of Year/Month/Day.
 PQ1237
 PQ1237.The orthometric height was determined by differential leveling and
 PQ1237.adjusted in June 1991.
 PQ1237
 PQ1237.Photographs are available for this station.
 PQ1237
 PQ1237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1237
 PQ1237.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1237
 PQ1237.The ellipsoidal height was determined by GPS observations
 PQ1237.and is referenced to NAD 83.
 PQ1237
 PQ1237.The dynamic height is computed by dividing the NAVD 88
 PQ1237.geopotential number by the normal gravity value computed on the
 PQ1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1237.degrees latitude (g = 980.6199 gals.).
 PQ1237
 PQ1237.The modeled gravity was interpolated from observed gravity values.
 PQ1237
 PQ1237. The following values were computed from the NAD 83(2007) position.
 PQ1237
 PQ1237;                    North         East     Units Scale Factor Converg.
 PQ1237;SPC MN S     -   306,263.131   682,759.201   MT  0.99994017   -1 02 22.5
 PQ1237;SPC MN S     - 1,004,798.29  2,240,019.15   sFT  0.99994017   -1 02 22.5
 PQ1237;UTM  15      - 4,968,928.782   303,767.157   MT  1.00007353   -1 45 06.2
 PQ1237
 PQ1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1237!SPC MN S     -   0.99995380  x   0.99994017  =   0.99989398
 PQ1237!UTM  15      -   0.99995380  x   1.00007353  =   1.00002733
 PQ1237
 PQ1237:                Primary Azimuth Mark                     Grid Az
 PQ1237:SPC MN S     -  1204 Q                                   001 01 10.0
 PQ1237:UTM  15      -  1204 Q                                   001 43 53.7
 PQ1237
 PQ1237|---------------------------------------------------------------------|
 PQ1237| PID    Reference Object                     Distance      Geod. Az  |
 PQ1237|                                                           dddmmss.s |
 PQ1237| DM3569 1204 Q                              APPROX. 0.8 KM 3595847.5 |
 PQ1237|---------------------------------------------------------------------|
 PQ1237
 PQ1237                          SUPERSEDED SURVEY CONTROL
 PQ1237
 PQ1237  NAVD 88 (08/04/10)  321.27   (m)         1054.0    (f) LEVELING    3  
 PQ1237
 PQ1237.Superseded values are not recommended for survey control.
 PQ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1237.See file dsdata.txt to determine how the superseded data were derived.
 PQ1237
 PQ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0376768928(NAD 83)
 PQ1237
 PQ1237_MARKER: DV = VERTICAL CONTROL DISK
 PQ1237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1237_SP_SET: COPPER-CLAD STEEL ROD
 PQ1237_STAMPING: 1204 E 1976
 PQ1237_MARK LOGO: MNHD  
 PQ1237_PROJECTION: RECESSED 15 CENTIMETERS
 PQ1237_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1237+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 PQ1237_ROD/PIPE-DEPTH: 4.5  meters
 PQ1237
 PQ1237  HISTORY     - Date     Condition        Report By
 PQ1237  HISTORY     - 1976     MONUMENTED       MNHD
 PQ1237  HISTORY     - 19900802 GOOD             NGS
 PQ1237  HISTORY     - 20090514 GOOD             MNDT
 PQ1237  HISTORY     - 20090514 GOOD             MNDT
 PQ1237
 PQ1237                          STATION DESCRIPTION
 PQ1237
 PQ1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1237'7.2 KM (4.5 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1237'COUNTY ROAD 17 IN MAYNARD, 40.3 M (132.2 FT) SOUTH OF AND LEVEL WITH
 PQ1237'THE CENTERLINE OF A COUNTY ROAD, 29.0 M (95.1 FT) EAST OF THE HIGHWAY
 PQ1237'CENTERLINE, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0
 PQ1237'FT) SOUTH OF A WITNESS POST.
 PQ1237
 PQ1237                          STATION RECOVERY (2009)
 PQ1237
 PQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1237'4.5 MILES SOUTH OF MAYNARD, 4.5 MILES SOUTH ON TRUNK HIGHWAY 23 FROM
 PQ1237'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 IN MAYNARD, AT TRUNK
 PQ1237'HIGHWAY 23 MILEPOINT 115.05, 3.5 MILES NORTH OF JUNCTION OF TRUNK
 PQ1237'HIGHWAY 23 AND TRUNK HIGHWAY 212, 95 FEET EAST OF TRUNK HIGHWAY 23, AT
 PQ1237'TRUNK HIGHWAY 23 STATION 2285+32, 132 FEET SOUTH OF EAST-WEST COUNTY
 PQ1237'ROAD 11, 3.6 FEET NORTH-NORTHWEST OF POWER POLE, 1.0 FOOT SOUTH OF
 PQ1237'WITNESS POST.
 PQ1237
 PQ1237                          STATION RECOVERY (2009)
 PQ1237
 PQ1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1237'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1240 ***********************************************************************
 PQ1240  DESIGNATION -  1204 J
 PQ1240  PID         -  PQ1240
 PQ1240  STATE/COUNTY-  MN/CHIPPEWA
 PQ1240  COUNTRY     -  US
 PQ1240  USGS QUAD   -  MAYNARD (1965)
 PQ1240
 PQ1240                         *CURRENT SURVEY CONTROL
 PQ1240  ______________________________________________________________________
 PQ1240* NAD 83(1986) POSITION- 44 53 33.99   (N) 095 28 55.37   (W)   HD_HELD1  
 PQ1240* NAVD 88 ORTHO HEIGHT -   312.144  (meters)    1024.09  (feet) ADJUSTED  
 PQ1240  ______________________________________________________________________
 PQ1240  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 PQ1240  DYNAMIC HEIGHT  -        312.120 (meters)     1024.01  (feet) COMP
 PQ1240  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 PQ1240
 PQ1240  VERT ORDER      -  FIRST     CLASS II
 PQ1240
 PQ1240.The horizontal coordinates were established by differentially corrected
 PQ1240.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1240.
 PQ1240.The orthometric height was determined by differential leveling and
 PQ1240.adjusted in June 1991.
 PQ1240
 PQ1240.Photographs are available for this station.
 PQ1240
 PQ1240.The dynamic height is computed by dividing the NAVD 88
 PQ1240.geopotential number by the normal gravity value computed on the
 PQ1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1240.degrees latitude (g = 980.6199 gals.).
 PQ1240
 PQ1240.The modeled gravity was interpolated from observed gravity values.
 PQ1240
 PQ1240;                    North         East    Units  Estimated Accuracy
 PQ1240;SPC MN S     -   311,372.6     682,940.3     MT  (+/- 3 meters HH1 GPS) 
 PQ1240
 PQ1240                          SUPERSEDED SURVEY CONTROL
 PQ1240
 PQ1240.No superseded survey control is available for this station.
 PQ1240
 PQ1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0401174036(NAD 83)
 PQ1240
 PQ1240_MARKER: DB = BENCH MARK DISK
 PQ1240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1240_SP_SET: BRIDGE ABUTMENT
 PQ1240_STAMPING: 1204 J 1976
 PQ1240_MARK LOGO: MNHD  
 PQ1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1240+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 PQ1240
 PQ1240  HISTORY     - Date     Condition        Report By
 PQ1240  HISTORY     - 19760401 MONUMENTED       MNHD
 PQ1240  HISTORY     - 19900802 GOOD             NGS
 PQ1240  HISTORY     - 20090513 GOOD             MNDT
 PQ1240
 PQ1240                          STATION DESCRIPTION
 PQ1240
 PQ1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1240'2.0 KM (1.2 MI) SOUTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1240'COUNTY ROAD 17 IN MAYNARD, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE
 PQ1240'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 PQ1240'HAWK CREEK, 8.1 M (26.6 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 PQ1240'CENTERLINE, AND 0.1 M (0.3 FT) EAST OF THE SOUTH END OF THE EAST
 PQ1240'BRIDGE RAIL.
 PQ1240
 PQ1240                          STATION RECOVERY (2009)
 PQ1240
 PQ1240'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1240'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1240' 
 PQ1240'THE MARK IS 1.25 MI (2.0 KM) SOUTHWEST OF MAYNARD, IN SOUTHEAST CORNER
 PQ1240'OF TRUNK HIGHWAY 23 BRIDGE NUMBER 12003, AT TRUNK HIGHWAY 23 MILE
 PQ1240'POINT 118.25, 1.2 MI (1.9 KM) SOUTHWEST ON TRUNK HIGHWAY 23 FROM THE
 PQ1240'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 IN MAYNARD.
 PQ1240' 
 PQ1240'IT IS 6.7 MI (10.8 KM) NORTH OF THE JUNCTION TRUNK HIGHWAY 23 AND
 PQ1240'TRUNK HIGHWAY 212, 25 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 23, AT
 PQ1240'TRUNK HIGHWAY 23 STATION 2453+45.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3566 ***********************************************************************
 DM3566  DESIGNATION -  1204 M
 DM3566  PID         -  DM3566
 DM3566  STATE/COUNTY-  MN/RENVILLE
 DM3566  COUNTRY     -  US
 DM3566  USGS QUAD   -  MINNESOTA FALLS (1965)
 DM3566
 DM3566                         *CURRENT SURVEY CONTROL
 DM3566  ______________________________________________________________________
 DM3566* NAD 83(2007) POSITION- 44 48 39.27880(N) 095 28 59.11363(W)   ADJUSTED  
 DM3566* NAD 83(2007) ELLIP HT-   291.273 (meters)        (08/04/10)   ADJUSTED
 DM3566* NAD 83(2007) EPOCH   -  2002.00
 DM3566* NAVD 88 ORTHO HEIGHT -   318.02   (meters)    1043.4   (feet) LEVELING  
 DM3566  ______________________________________________________________________
 DM3566  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DM3566  NAD 83(2007) X  -   -433,101.674 (meters)                     COMP
 DM3566  NAD 83(2007) Y  - -4,511,892.446 (meters)                     COMP
 DM3566  NAD 83(2007) Z  -  4,472,670.429 (meters)                     COMP
 DM3566  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC09
 DM3566  HORZ ORDER      -  FIRST
 DM3566  VERT ORDER      -  THIRD
 DM3566  ELLP ORDER      -  THIRD     CLASS I
 DM3566
 DM3566.The horizontal coordinates were established by GPS observations
 DM3566.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3566
 DM3566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3566.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3566
 DM3566.The horizontal coordinates are valid at the epoch date displayed above
 DM3566.which is a decimal equivalence of Year/Month/Day.
 DM3566
 DM3566.The orthometric height was determined by differential leveling.
 DM3566.The vertical network tie was performed by a horz. field party for horz.
 DM3566.obs reductions. Reset procedures were used to establish the elevation.
 DM3566
 DM3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3566
 DM3566.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3566
 DM3566.The ellipsoidal height was determined by GPS observations
 DM3566.and is referenced to NAD 83.
 DM3566
 DM3566. The following values were computed from the NAD 83(2007) position.
 DM3566
 DM3566;                    North         East     Units Scale Factor Converg.
 DM3566;SPC MN S     -   302,278.608   682,693.169   MT  0.99993660   -1 02 22.3
 DM3566;SPC MN S     -   991,725.73  2,239,802.51   sFT  0.99993660   -1 02 22.3
 DM3566;UTM  15      - 4,964,944.847   303,651.631   MT  1.00007410   -1 45 02.0
 DM3566
 DM3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3566!SPC MN S     -   0.99995433  x   0.99993660  =   0.99989094
 DM3566!UTM  15      -   0.99995433  x   1.00007410  =   1.00002843
 DM3566
 DM3566:                Primary Azimuth Mark                     Grid Az
 DM3566:SPC MN S     -  1204 N                                   000 48 44.6
 DM3566:UTM  15      -  1204 N                                   001 31 24.3
 DM3566
 DM3566|---------------------------------------------------------------------|
 DM3566| PID    Reference Object                     Distance      Geod. Az  |
 DM3566|                                                           dddmmss.s |
 DM3566| DM3567 1204 N                              APPROX. 1.6 KM 3594622.3 |
 DM3566|---------------------------------------------------------------------|
 DM3566
 DM3566                          SUPERSEDED SURVEY CONTROL
 DM3566
 DM3566.No superseded survey control is available for this station.
 DM3566
 DM3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0365164944(NAD 83)
 DM3566
 DM3566_MARKER: I = METAL ROD
 DM3566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3566_STAMPING: 1204 M 2009
 DM3566_MARK LOGO: MNDT  
 DM3566_PROJECTION: FLUSH
 DM3566_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3566+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3566_ROD/PIPE-DEPTH:  7.0 meters
 DM3566
 DM3566  HISTORY     - Date     Condition        Report By
 DM3566  HISTORY     - 2009     MONUMENTED       MNDT
 DM3566  HISTORY     - 2009     GOOD             MNDT
 DM3566
 DM3566                          STATION DESCRIPTION
 DM3566
 DM3566'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3566'3.1 MILES EAST OF GRANITE FALLS, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 23
 DM3566'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 212, AT
 DM3566'TRUNK HIGHWAY 23 MILEPOINT 112.55, 115.7 FEET EAST OF TRUNK HIGHWAY
 DM3566'23, 39.7 FEET NORTH OF 100TH STREET, 4.1 FEET WEST OF CABLE BOX, 1.0
 DM3566'FOOT WEST OF WITNESS POST.
 DM3566
 DM3566                          STATION RECOVERY (2009)
 DM3566
 DM3566'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3566'RECOVERED AS DESCRIBED.
 DM3566' 
 DM3566'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3566'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3566'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3566'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3567 ***********************************************************************
 DM3567  DESIGNATION -  1204 N
 DM3567  PID         -  DM3567
 DM3567  STATE/COUNTY-  MN/RENVILLE
 DM3567  COUNTRY     -  US
 DM3567  USGS QUAD   -  MINNESOTA FALLS (1965)
 DM3567
 DM3567                         *CURRENT SURVEY CONTROL
 DM3567  ______________________________________________________________________
 DM3567* NAD 83(2007) POSITION- 44 49 31.39945(N) 095 28 59.40396(W)   ADJUSTED  
 DM3567* NAD 83(2007) ELLIP HT-   293.231 (meters)        (08/04/10)   ADJUSTED
 DM3567* NAD 83(2007) EPOCH   -  2002.00
 DM3567* NAVD 88 ORTHO HEIGHT -   319.93   (meters)    1049.6   (feet) LEVELING  
 DM3567  ______________________________________________________________________
 DM3567  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DM3567  NAD 83(2007) X  -   -432,999.790 (meters)                     COMP
 DM3567  NAD 83(2007) Y  - -4,510,764.302 (meters)                     COMP
 DM3567  NAD 83(2007) Z  -  4,473,813.138 (meters)                     COMP
 DM3567  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DM3567  HORZ ORDER      -  FIRST
 DM3567  VERT ORDER      -  THIRD
 DM3567  ELLP ORDER      -  THIRD     CLASS I
 DM3567
 DM3567.The horizontal coordinates were established by GPS observations
 DM3567.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3567
 DM3567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3567.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3567
 DM3567.The horizontal coordinates are valid at the epoch date displayed above
 DM3567.which is a decimal equivalence of Year/Month/Day.
 DM3567
 DM3567.The orthometric height was determined by differential leveling.
 DM3567.The vertical network tie was performed by a horz. field party for horz.
 DM3567.obs reductions. Reset procedures were used to establish the elevation.
 DM3567
 DM3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3567
 DM3567.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3567
 DM3567.The ellipsoidal height was determined by GPS observations
 DM3567.and is referenced to NAD 83.
 DM3567
 DM3567. The following values were computed from the NAD 83(2007) position.
 DM3567
 DM3567;                    North         East     Units Scale Factor Converg.
 DM3567;SPC MN S     -   303,887.268   682,715.980   MT  0.99993799   -1 02 22.5
 DM3567;SPC MN S     -   997,003.48  2,239,877.34   sFT  0.99993799   -1 02 22.5
 DM3567;UTM  15      - 4,966,553.320   303,694.414   MT  1.00007389   -1 45 03.8
 DM3567
 DM3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3567!SPC MN S     -   0.99995403  x   0.99993799  =   0.99989202
 DM3567!UTM  15      -   0.99995403  x   1.00007389  =   1.00002791
 DM3567
 DM3567:                Primary Azimuth Mark                     Grid Az
 DM3567:SPC MN S     -  1204 M                                   180 48 44.6
 DM3567:UTM  15      -  1204 M                                   181 31 25.9
 DM3567
 DM3567|---------------------------------------------------------------------|
 DM3567| PID    Reference Object                     Distance      Geod. Az  |
 DM3567|                                                           dddmmss.s |
 DM3567| DM3566 1204 M                              APPROX. 1.6 KM 1794622.1 |
 DM3567| PQ1236 1204 D                              APPROX. 0.8 KM 3595730.9 |
 DM3567|---------------------------------------------------------------------|
 DM3567
 DM3567                          SUPERSEDED SURVEY CONTROL
 DM3567
 DM3567.No superseded survey control is available for this station.
 DM3567
 DM3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0369466553(NAD 83)
 DM3567
 DM3567_MARKER: I = METAL ROD
 DM3567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3567_STAMPING: 1204 N 2009
 DM3567_MARK LOGO: MNDT  
 DM3567_PROJECTION: RECESSED 3 CENTIMETERS
 DM3567_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3567+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3567_ROD/PIPE-DEPTH: 10.7 meters
 DM3567
 DM3567  HISTORY     - Date     Condition        Report By
 DM3567  HISTORY     - 2009     MONUMENTED       MNDT
 DM3567  HISTORY     - 2009     GOOD             MNDT
 DM3567
 DM3567                          STATION DESCRIPTION
 DM3567
 DM3567'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3567'3.5 MILES NORTHEAST OF GRANITE FALLS, 2.0 MILES NORTH ALONG TRUNK
 DM3567'HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3567'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 113.60, 90.1 FEET EAST OF
 DM3567'TRUNK HIGHWAY 23, 34.0 FEET NORTH OF FIELD ENTRANCE, 26.2 FEET
 DM3567'NORTHWEST OF CABLE BOX NUMBER 352-2, 24.3 FEET NORTHWEST OF POWER POLE
 DM3567'WITH 2 GUY WIRES, 1.4 FEET WEST OF WITNESS POST.
 DM3567
 DM3567                          STATION RECOVERY (2009)
 DM3567
 DM3567'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3567'RECOVERED AS DESCRIBED.
 DM3567' 
 DM3567'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3567'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3567'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3567'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3568 ***********************************************************************
 DM3568  DESIGNATION -  1204 P
 DM3568  PID         -  DM3568
 DM3568  STATE/COUNTY-  MN/CHIPPEWA
 DM3568  COUNTRY     -  US
 DM3568  USGS QUAD   -  MINNESOTA FALLS (1965)
 DM3568
 DM3568                         *CURRENT SURVEY CONTROL
 DM3568  ______________________________________________________________________
 DM3568* NAD 83(2007) POSITION- 44 50 22.45246(N) 095 29 02.81538(W)   ADJUSTED  
 DM3568* NAD 83(2007) ELLIP HT-   291.286 (meters)        (08/04/10)   ADJUSTED
 DM3568* NAD 83(2007) EPOCH   -  2002.00
 DM3568* NAVD 88 ORTHO HEIGHT -   317.94   (meters)    1043.1   (feet) LEVELING  
 DM3568  ______________________________________________________________________
 DM3568  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DM3568  NAD 83(2007) X  -   -432,968.069 (meters)                     COMP
 DM3568  NAD 83(2007) Y  - -4,509,649.695 (meters)                     COMP
 DM3568  NAD 83(2007) Z  -  4,474,929.441 (meters)                     COMP
 DM3568  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC09
 DM3568  HORZ ORDER      -  FIRST
 DM3568  VERT ORDER      -  THIRD
 DM3568  ELLP ORDER      -  THIRD     CLASS I
 DM3568
 DM3568.The horizontal coordinates were established by GPS observations
 DM3568.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3568
 DM3568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3568.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3568
 DM3568.The horizontal coordinates are valid at the epoch date displayed above
 DM3568.which is a decimal equivalence of Year/Month/Day.
 DM3568
 DM3568.The orthometric height was determined by differential leveling.
 DM3568.The vertical network tie was performed by a horz. field party for horz.
 DM3568.obs reductions. Reset procedures were used to establish the elevation.
 DM3568
 DM3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3568
 DM3568.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3568
 DM3568.The ellipsoidal height was determined by GPS observations
 DM3568.and is referenced to NAD 83.
 DM3568
 DM3568. The following values were computed from the NAD 83(2007) position.
 DM3568
 DM3568;                    North         East     Units Scale Factor Converg.
 DM3568;SPC MN S     -   305,464.228   682,669.663   MT  0.99993942   -1 02 24.9
 DM3568;SPC MN S     - 1,002,177.22  2,239,725.39   sFT  0.99993942   -1 02 24.9
 DM3568;UTM  15      - 4,968,130.947   303,667.685   MT  1.00007402   -1 45 07.8
 DM3568
 DM3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3568!SPC MN S     -   0.99995433  x   0.99993942  =   0.99989375
 DM3568!UTM  15      -   0.99995433  x   1.00007402  =   1.00002835
 DM3568
 DM3568:                Primary Azimuth Mark                     Grid Az
 DM3568:SPC MN S     -  1204 Q                                   003 38 14.2
 DM3568:UTM  15      -  1204 Q                                   004 20 57.1
 DM3568
 DM3568|---------------------------------------------------------------------|
 DM3568| PID    Reference Object                     Distance      Geod. Az  |
 DM3568|                                                           dddmmss.s |
 DM3568| DM3569 1204 Q                              APPROX. 1.6 KM 0023549.3 |
 DM3568| PQ1237 1204 E                              APPROX. 0.8 KM 0052116.3 |
 DM3568|---------------------------------------------------------------------|
 DM3568
 DM3568                          SUPERSEDED SURVEY CONTROL
 DM3568
 DM3568.No superseded survey control is available for this station.
 DM3568
 DM3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0366768130(NAD 83)
 DM3568
 DM3568_MARKER: I = METAL ROD
 DM3568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3568_STAMPING: 1204 P 2009
 DM3568_MARK LOGO: MNDT  
 DM3568_PROJECTION: FLUSH
 DM3568_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3568+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3568_ROD/PIPE-DEPTH:  7.6 meters
 DM3568
 DM3568  HISTORY     - Date     Condition        Report By
 DM3568  HISTORY     - 2009     MONUMENTED       MNDT
 DM3568  HISTORY     - 2009     GOOD             MNDT
 DM3568
 DM3568                          STATION DESCRIPTION
 DM3568
 DM3568'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3568'3.1 MILES NORTHEAST OF GRANITE FALLS, 3.0 MILES NORTH ALONG TRUNK
 DM3568'HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3568'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 114.60, 146.8 FEET WEST OF
 DM3568'TRUNK HIGHWAY 23, 100.9 FEET SOUTH OF 125TH STREET SOUTHEAST, 3.1 FEET
 DM3568'SOUTHEAST OF RIGHT-OF-WAY POST, 3.1 FEET SOUTHEAST OF WITNESS POST.
 DM3568
 DM3568                          STATION RECOVERY (2009)
 DM3568
 DM3568'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3568'RECOVERED AS DESCRIBED.
 DM3568' 
 DM3568'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3568'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3568'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3568'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3569 ***********************************************************************
 DM3569  DESIGNATION -  1204 Q
 DM3569  PID         -  DM3569
 DM3569  STATE/COUNTY-  MN/RENVILLE
 DM3569  COUNTRY     -  US
 DM3569  USGS QUAD   -  MINNESOTA FALLS (1965)
 DM3569
 DM3569                         *CURRENT SURVEY CONTROL
 DM3569  ______________________________________________________________________
 DM3569* NAD 83(2007) POSITION- 44 51 15.81479(N) 095 28 59.41261(W)   ADJUSTED  
 DM3569* NAD 83(2007) ELLIP HT-   290.376 (meters)        (08/04/10)   ADJUSTED
 DM3569* NAD 83(2007) EPOCH   -  2002.00
 DM3569* NAVD 88 ORTHO HEIGHT -   316.98   (meters)    1040.0   (feet) LEVELING  
 DM3569  ______________________________________________________________________
 DM3569  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DM3569  NAD 83(2007) X  -   -432,782.605 (meters)                     COMP
 DM3569  NAD 83(2007) Y  - -4,508,499.793 (meters)                     COMP
 DM3569  NAD 83(2007) Z  -  4,476,096.739 (meters)                     COMP
 DM3569  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC09
 DM3569  HORZ ORDER      -  FIRST
 DM3569  VERT ORDER      -  THIRD
 DM3569  ELLP ORDER      -  THIRD     CLASS I
 DM3569
 DM3569.The horizontal coordinates were established by GPS observations
 DM3569.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3569
 DM3569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3569.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3569
 DM3569.The horizontal coordinates are valid at the epoch date displayed above
 DM3569.which is a decimal equivalence of Year/Month/Day.
 DM3569
 DM3569.The orthometric height was determined by differential leveling.
 DM3569.The vertical network tie was performed by a horz. field party for horz.
 DM3569.obs reductions. Reset procedures were used to establish the elevation.
 DM3569
 DM3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3569
 DM3569.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3569
 DM3569.The ellipsoidal height was determined by GPS observations
 DM3569.and is referenced to NAD 83.
 DM3569
 DM3569. The following values were computed from the NAD 83(2007) position.
 DM3569
 DM3569;                    North         East     Units Scale Factor Converg.
 DM3569;SPC MN S     -   307,109.750   682,774.266   MT  0.99994098   -1 02 22.5
 DM3569;SPC MN S     - 1,007,575.90  2,240,068.57   sFT  0.99994098   -1 02 22.5
 DM3569;UTM  15      - 4,969,775.261   303,792.748   MT  1.00007341   -1 45 07.0
 DM3569
 DM3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3569!SPC MN S     -   0.99995447  x   0.99994098  =   0.99989546
 DM3569!UTM  15      -   0.99995447  x   1.00007341  =   1.00002788
 DM3569
 DM3569:                Primary Azimuth Mark                     Grid Az
 DM3569:SPC MN S     -  1204 E                                   181 01 10.0
 DM3569:UTM  15      -  1204 E                                   181 43 54.5
 DM3569
 DM3569|---------------------------------------------------------------------|
 DM3569| PID    Reference Object                     Distance      Geod. Az  |
 DM3569|                                                           dddmmss.s |
 DM3569| PQ1237 1204 E                              APPROX. 0.8 KM 1795847.5 |
 DM3569| DM3568 1204 P                              APPROX. 1.6 KM 1823551.7 |
 DM3569|---------------------------------------------------------------------|
 DM3569
 DM3569                          SUPERSEDED SURVEY CONTROL
 DM3569
 DM3569.No superseded survey control is available for this station.
 DM3569
 DM3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0379269775(NAD 83)
 DM3569
 DM3569_MARKER: I = METAL ROD
 DM3569_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3569_STAMPING: 1204 Q 2009
 DM3569_MARK LOGO: MNDT  
 DM3569_PROJECTION: FLUSH
 DM3569_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3569+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3569_ROD/PIPE-DEPTH:  7.6 meters
 DM3569
 DM3569  HISTORY     - Date     Condition        Report By
 DM3569  HISTORY     - 2009     MONUMENTED       MNDT
 DM3569  HISTORY     - 2009     GOOD             MNDT
 DM3569
 DM3569                          STATION DESCRIPTION
 DM3569
 DM3569'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3569'4.5 MILES NORTHEAST OF GRANITE FALLS, 4.0 MILES NORTH ALONG TRUNK
 DM3569'HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3569'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 115.60, 108.8 FEET EAST OF
 DM3569'TRUNK HIGHWAY 23, 86.9 FEET NORTH OF POWER POLE, 2.2 FEET WEST OF
 DM3569'WITNESS POST.
 DM3569
 DM3569                          STATION RECOVERY (2009)
 DM3569
 DM3569'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3569'RECOVERED AS DESCRIBED.
 DM3569' 
 DM3569'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3569'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3569'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3569'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3570 ***********************************************************************
 DM3570  DESIGNATION -  1204 R
 DM3570  PID         -  DM3570
 DM3570  STATE/COUNTY-  MN/RENVILLE
 DM3570  COUNTRY     -  US
 DM3570  USGS QUAD   -  MINNESOTA FALLS (1965)
 DM3570
 DM3570                         *CURRENT SURVEY CONTROL
 DM3570  ______________________________________________________________________
 DM3570* NAD 83(2007) POSITION- 44 52 07.15513(N) 095 28 58.19806(W)   ADJUSTED  
 DM3570* NAD 83(2007) ELLIP HT-   283.713 (meters)        (08/04/10)   ADJUSTED
 DM3570* NAD 83(2007) EPOCH   -  2002.00
 DM3570* NAVD 88 ORTHO HEIGHT -   310.29   (meters)    1018.0   (feet) LEVELING  
 DM3570  ______________________________________________________________________
 DM3570  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DM3570  NAD 83(2007) X  -   -432,648.785 (meters)                     COMP
 DM3570  NAD 83(2007) Y  - -4,507,384.769 (meters)                     COMP
 DM3570  NAD 83(2007) Z  -  4,477,215.442 (meters)                     COMP
 DM3570  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC09
 DM3570  HORZ ORDER      -  FIRST
 DM3570  VERT ORDER      -  THIRD
 DM3570  ELLP ORDER      -  THIRD     CLASS I
 DM3570
 DM3570.The horizontal coordinates were established by GPS observations
 DM3570.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3570
 DM3570.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3570.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3570
 DM3570.The horizontal coordinates are valid at the epoch date displayed above
 DM3570.which is a decimal equivalence of Year/Month/Day.
 DM3570
 DM3570.The orthometric height was determined by differential leveling.
 DM3570.The vertical network tie was performed by a horz. field party for horz.
 DM3570.obs reductions. Reset procedures were used to establish the elevation.
 DM3570
 DM3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3570
 DM3570.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3570
 DM3570.The ellipsoidal height was determined by GPS observations
 DM3570.and is referenced to NAD 83.
 DM3570
 DM3570. The following values were computed from the NAD 83(2007) position.
 DM3570
 DM3570;                    North         East     Units Scale Factor Converg.
 DM3570;SPC MN S     -   308,693.748   682,829.674   MT  0.99994254   -1 02 21.7
 DM3570;SPC MN S     - 1,012,772.74  2,240,250.36   sFT  0.99994254   -1 02 21.7
 DM3570;UTM  15      - 4,971,358.656   303,867.862   MT  1.00007305   -1 45 07.8
 DM3570
 DM3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3570!SPC MN S     -   0.99995552  x   0.99994254  =   0.99989806
 DM3570!UTM  15      -   0.99995552  x   1.00007305  =   1.00002857
 DM3570
 DM3570                          SUPERSEDED SURVEY CONTROL
 DM3570
 DM3570.No superseded survey control is available for this station.
 DM3570
 DM3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0386771358(NAD 83)
 DM3570
 DM3570_MARKER: I = METAL ROD
 DM3570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3570_STAMPING: 1204 R 2009
 DM3570_MARK LOGO: MNDT  
 DM3570_PROJECTION: FLUSH
 DM3570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3570+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3570_ROD/PIPE-DEPTH:  5.2 meters
 DM3570
 DM3570  HISTORY     - Date     Condition        Report By
 DM3570  HISTORY     - 2009     MONUMENTED       MNDT
 DM3570  HISTORY     - 2009     GOOD             MNDT
 DM3570
 DM3570                          STATION DESCRIPTION
 DM3570
 DM3570'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3570'5.2 MILES NORTH-NORTHEAST OF GRANITE FALLS, 5.0 MILES NORTH ALONG
 DM3570'TRUNK HIGHWAY 23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3570'HIGHWAY 212, AT TRUNK HIGHWAY 23 MILEPOINT 116.6, 49.5 FEET EAST OF
 DM3570'TRUNK HIGHWAY 23, 72.2 FEET NORTHWEST OF POWER POLE, 1.4 FEET WEST OF
 DM3570'WITNESS POST.
 DM3570
 DM3570                          STATION RECOVERY (2009)
 DM3570
 DM3570'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3570'RECOVERED AS DESCRIBED.
 DM3570' 
 DM3570'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3570'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3570'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3570'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3571 ***********************************************************************
 DM3571  DESIGNATION -  1204 S
 DM3571  PID         -  DM3571
 DM3571  STATE/COUNTY-  MN/CHIPPEWA
 DM3571  COUNTRY     -  US
 DM3571  USGS QUAD   -  MAYNARD (1965)
 DM3571
 DM3571                         *CURRENT SURVEY CONTROL
 DM3571  ______________________________________________________________________
 DM3571* NAD 83(2007) POSITION- 44 53 47.74133(N) 095 28 39.28683(W)   ADJUSTED  
 DM3571* NAD 83(2007) ELLIP HT-   284.896 (meters)        (08/04/10)   ADJUSTED
 DM3571* NAD 83(2007) EPOCH   -  2002.00
 DM3571* NAVD 88 ORTHO HEIGHT -   311.44   (meters)    1021.8   (feet) LEVELING  
 DM3571  ______________________________________________________________________
 DM3571  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DM3571  NAD 83(2007) X  -   -432,026.445 (meters)                     COMP
 DM3571  NAD 83(2007) Y  - -4,505,244.077 (meters)                     COMP
 DM3571  NAD 83(2007) Z  -  4,479,416.453 (meters)                     COMP
 DM3571  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC09
 DM3571  HORZ ORDER      -  FIRST
 DM3571  VERT ORDER      -  THIRD
 DM3571  ELLP ORDER      -  THIRD     CLASS I
 DM3571
 DM3571.The horizontal coordinates were established by GPS observations
 DM3571.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3571
 DM3571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3571.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3571
 DM3571.The horizontal coordinates are valid at the epoch date displayed above
 DM3571.which is a decimal equivalence of Year/Month/Day.
 DM3571
 DM3571.The orthometric height was determined by differential leveling.
 DM3571.The vertical network tie was performed by a horz. field party for horz.
 DM3571.obs reductions. Reset procedures were used to establish the elevation.
 DM3571
 DM3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3571
 DM3571.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3571
 DM3571.The ellipsoidal height was determined by GPS observations
 DM3571.and is referenced to NAD 83.
 DM3571
 DM3571. The following values were computed from the NAD 83(2007) position.
 DM3571
 DM3571;                    North         East     Units Scale Factor Converg.
 DM3571;SPC MN S     -   311,790.576   683,300.840   MT  0.99994579   -1 02 08.4
 DM3571;SPC MN S     - 1,022,932.91  2,241,796.17   sFT  0.99994579   -1 02 08.4
 DM3571;UTM  15      - 4,974,449.774   304,377.604   MT  1.00007059   -1 44 57.5
 DM3571
 DM3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3571!SPC MN S     -   0.99995533  x   0.99994579  =   0.99990113
 DM3571!UTM  15      -   0.99995533  x   1.00007059  =   1.00002592
 DM3571
 DM3571:                Primary Azimuth Mark                     Grid Az
 DM3571:SPC MN S     -  1204 U                                   044 32 32.1
 DM3571:UTM  15      -  1204 U                                   045 15 21.2
 DM3571
 DM3571|---------------------------------------------------------------------|
 DM3571| PID    Reference Object                     Distance      Geod. Az  |
 DM3571|                                                           dddmmss.s |
 DM3571| DM3573 1204 U                              APPROX. 1.4 KM 0433023.7 |
 DM3571| DM3572 1204 T                              APPROX. 0.8 KM 0504023.5 |
 DM3571|---------------------------------------------------------------------|
 DM3571
 DM3571                          SUPERSEDED SURVEY CONTROL
 DM3571
 DM3571.No superseded survey control is available for this station.
 DM3571
 DM3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0437774449(NAD 83)
 DM3571
 DM3571_MARKER: I = METAL ROD
 DM3571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3571_STAMPING: 1204 S 2009
 DM3571_MARK LOGO: MNDT  
 DM3571_PROJECTION: RECESSED 3 CENTIMETERS
 DM3571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3571+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3571_ROD/PIPE-DEPTH:  6.1 meters
 DM3571
 DM3571  HISTORY     - Date     Condition        Report By
 DM3571  HISTORY     - 2009     MONUMENTED       MNDT
 DM3571  HISTORY     - 2009     GOOD             MNDT
 DM3571
 DM3571                          STATION DESCRIPTION
 DM3571
 DM3571'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3571'0.7 MILE SOUTH OF MAYNARD, 0.95 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23
 DM3571'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 AND COUNTY
 DM3571'ROAD 4 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 118.6, 80.1 FEET
 DM3571'SOUTHEAST OF TRUNK HIGHWAY 23, 1.3 FEET NORTHWEST OF WITNESS POST.
 DM3571
 DM3571                          STATION RECOVERY (2009)
 DM3571
 DM3571'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3571'RECOVERED AS DESCRIBED.
 DM3571' 
 DM3571'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3571'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3571'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3571'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3572 ***********************************************************************
 DM3572  DESIGNATION -  1204 T
 DM3572  PID         -  DM3572
 DM3572  STATE/COUNTY-  MN/CHIPPEWA
 DM3572  COUNTRY     -  US
 DM3572  USGS QUAD   -  MAYNARD (1965)
 DM3572
 DM3572                         *CURRENT SURVEY CONTROL
 DM3572  ______________________________________________________________________
 DM3572* NAD 83(2007) POSITION- 44 54 05.00246(N) 095 28 09.64053(W)   ADJUSTED  
 DM3572* NAD 83(2007) ELLIP HT-   285.079 (meters)        (08/04/10)   ADJUSTED
 DM3572* NAD 83(2007) EPOCH   -  2002.00
 DM3572* NAVD 88 ORTHO HEIGHT -   311.64   (meters)    1022.4   (feet) LEVELING  
 DM3572  ______________________________________________________________________
 DM3572  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM3572  NAD 83(2007) X  -   -431,343.068 (meters)                     COMP
 DM3572  NAD 83(2007) Y  - -4,504,931.839 (meters)                     COMP
 DM3572  NAD 83(2007) Z  -  4,479,794.038 (meters)                     COMP
 DM3572  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC09
 DM3572  HORZ ORDER      -  FIRST
 DM3572  VERT ORDER      -  THIRD
 DM3572  ELLP ORDER      -  THIRD     CLASS I
 DM3572
 DM3572.The horizontal coordinates were established by GPS observations
 DM3572.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3572
 DM3572.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3572.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3572
 DM3572.The horizontal coordinates are valid at the epoch date displayed above
 DM3572.which is a decimal equivalence of Year/Month/Day.
 DM3572
 DM3572.The orthometric height was determined by differential leveling.
 DM3572.The vertical network tie was performed by a horz. field party for horz.
 DM3572.obs reductions. Reset procedures were used to establish the elevation.
 DM3572
 DM3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3572
 DM3572.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3572
 DM3572.The ellipsoidal height was determined by GPS observations
 DM3572.and is referenced to NAD 83.
 DM3572
 DM3572. The following values were computed from the NAD 83(2007) position.
 DM3572
 DM3572;                    North         East     Units Scale Factor Converg.
 DM3572;SPC MN S     -   312,311.578   683,960.753   MT  0.99994637   -1 01 47.7
 DM3572;SPC MN S     - 1,024,642.24  2,243,961.24   sFT  0.99994637   -1 01 47.7
 DM3572;UTM  15      - 4,974,962.579   305,044.037   MT  1.00006739   -1 44 37.1
 DM3572
 DM3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3572!SPC MN S     -   0.99995530  x   0.99994637  =   0.99990168
 DM3572!UTM  15      -   0.99995530  x   1.00006739  =   1.00002269
 DM3572
 DM3572:                Primary Azimuth Mark                     Grid Az
 DM3572:SPC MN S     -  1204 U                                   034 52 01.1
 DM3572:UTM  15      -  1204 U                                   035 34 50.5
 DM3572
 DM3572|---------------------------------------------------------------------|
 DM3572| PID    Reference Object                     Distance      Geod. Az  |
 DM3572|                                                           dddmmss.s |
 DM3572| DM3573 1204 U                              APPROX. 0.6 KM 0335013.4 |
 DM3572| DM3574 1204 V                              APPROX. 1.5 KM 0405940.5 |
 DM3572|---------------------------------------------------------------------|
 DM3572
 DM3572                          SUPERSEDED SURVEY CONTROL
 DM3572
 DM3572.No superseded survey control is available for this station.
 DM3572
 DM3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0504474962(NAD 83)
 DM3572
 DM3572_MARKER: I = METAL ROD
 DM3572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3572_STAMPING: 1204 T 2009
 DM3572_MARK LOGO: MNDT  
 DM3572_PROJECTION: RECESSED 5 CENTIMETERS
 DM3572_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3572+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3572_ROD/PIPE-DEPTH:  5.2 meters
 DM3572
 DM3572  HISTORY     - Date     Condition        Report By
 DM3572  HISTORY     - 2009     MONUMENTED       MNDT
 DM3572  HISTORY     - 2009     GOOD             MNDT
 DM3572
 DM3572                          STATION DESCRIPTION
 DM3572
 DM3572'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3572'IN MAYNARD, 0.4 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE
 DM3572'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 17 AND COUNTY ROAD 4 IN
 DM3572'MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 119.15, 108.5 FEET SOUTHEAST OF
 DM3572'TRUNK HIGHWAY 23, 27.8 FEET NORTHWEST OF ENTRANCE, 4.1 FEET NORTHEAST
 DM3572'OF FENCE CORNER, 4.3 FEET NORTHEAST OF WITNESS POST.
 DM3572
 DM3572                          STATION RECOVERY (2009)
 DM3572
 DM3572'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3572'RECOVERED AS DESCRIBED.
 DM3572' 
 DM3572'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3572'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3572'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3572'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3573 ***********************************************************************
 DM3573  DESIGNATION -  1204 U
 DM3573  PID         -  DM3573
 DM3573  STATE/COUNTY-  MN/CHIPPEWA
 DM3573  COUNTRY     -  US
 DM3573  USGS QUAD   -  MAYNARD (1965)
 DM3573
 DM3573                         *CURRENT SURVEY CONTROL
 DM3573  ______________________________________________________________________
 DM3573* NAD 83(2007) POSITION- 44 54 21.79668(N) 095 27 53.79795(W)   ADJUSTED  
 DM3573* NAD 83(2007) ELLIP HT-   285.815 (meters)        (08/04/10)   ADJUSTED
 DM3573* NAD 83(2007) EPOCH   -  2002.00
 DM3573* NAVD 88 ORTHO HEIGHT -   312.36   (meters)    1024.8   (feet) LEVELING  
 DM3573  ______________________________________________________________________
 DM3573  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM3573  NAD 83(2007) X  -   -430,962.251 (meters)                     COMP
 DM3573  NAD 83(2007) Y  - -4,504,601.155 (meters)                     COMP
 DM3573  NAD 83(2007) Z  -  4,480,161.773 (meters)                     COMP
 DM3573  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC09
 DM3573  HORZ ORDER      -  FIRST
 DM3573  VERT ORDER      -  THIRD
 DM3573  ELLP ORDER      -  THIRD     CLASS I
 DM3573
 DM3573.The horizontal coordinates were established by GPS observations
 DM3573.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3573
 DM3573.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3573.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3573
 DM3573.The horizontal coordinates are valid at the epoch date displayed above
 DM3573.which is a decimal equivalence of Year/Month/Day.
 DM3573
 DM3573.The orthometric height was determined by differential leveling.
 DM3573.The vertical network tie was performed by a horz. field party for horz.
 DM3573.obs reductions. Reset procedures were used to establish the elevation.
 DM3573
 DM3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3573
 DM3573.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3573
 DM3573.The ellipsoidal height was determined by GPS observations
 DM3573.and is referenced to NAD 83.
 DM3573
 DM3573. The following values were computed from the NAD 83(2007) position.
 DM3573
 DM3573;                    North         East     Units Scale Factor Converg.
 DM3573;SPC MN S     -   312,823.657   684,317.545   MT  0.99994694   -1 01 36.6
 DM3573;SPC MN S     - 1,026,322.28  2,245,131.81   sFT  0.99994694   -1 01 36.6
 DM3573;UTM  15      - 4,975,470.234   305,407.224   MT  1.00006565   -1 44 26.4
 DM3573
 DM3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3573!SPC MN S     -   0.99995519  x   0.99994694  =   0.99990213
 DM3573!UTM  15      -   0.99995519  x   1.00006565  =   1.00002084
 DM3573
 DM3573:                Primary Azimuth Mark                     Grid Az
 DM3573:SPC MN S     -  1204 V                                   047 10 07.7
 DM3573:UTM  15      -  1204 V                                   047 52 57.5
 DM3573
 DM3573|---------------------------------------------------------------------|
 DM3573| PID    Reference Object                     Distance      Geod. Az  |
 DM3573|                                                           dddmmss.s |
 DM3573| DM3574 1204 V                              APPROX. 0.9 KM 0460831.1 |
 DM3573|---------------------------------------------------------------------|
 DM3573
 DM3573                          SUPERSEDED SURVEY CONTROL
 DM3573
 DM3573.No superseded survey control is available for this station.
 DM3573
 DM3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0540775470(NAD 83)
 DM3573
 DM3573_MARKER: I = METAL ROD
 DM3573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3573_STAMPING: 1204 U 2009
 DM3573_MARK LOGO: MNDT  
 DM3573_PROJECTION: RECESSED 10 CENTIMETERS
 DM3573_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3573+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3573_ROD/PIPE-DEPTH:  6.1 meters
 DM3573
 DM3573  HISTORY     - Date     Condition        Report By
 DM3573  HISTORY     - 2009     MONUMENTED       MNDT
 DM3573  HISTORY     - 2009     GOOD             MNDT
 DM3573
 DM3573                          STATION DESCRIPTION
 DM3573
 DM3573'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3573'IN MAYNARD, AT THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 4 AND
 DM3573'COUNTY ROAD 17 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 119.55, 99.7
 DM3573'FEET NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 23, 107.9 FEET SOUTHWEST OF
 DM3573'COUNTY ROAD 4 AND COUNTY ROAD 17, 8.1 FEET SOUTHEAST OF NORTHEAST POST
 DM3573'OF WELCOME TO MAYNARD SIGN, 4.4 FEET SOUTHEAST OF WITNESS POST.
 DM3573
 DM3573                          STATION RECOVERY (2009)
 DM3573
 DM3573'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3573'RECOVERED AS DESCRIBED.
 DM3573' 
 DM3573'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3573'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3573'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3573'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3574 ***********************************************************************
 DM3574  DESIGNATION -  1204 V
 DM3574  PID         -  DM3574
 DM3574  STATE/COUNTY-  MN/CHIPPEWA
 DM3574  COUNTRY     -  US
 DM3574  USGS QUAD   -  MAYNARD (1965)
 DM3574
 DM3574                         *CURRENT SURVEY CONTROL
 DM3574  ______________________________________________________________________
 DM3574* NAD 83(2007) POSITION- 44 54 41.26301(N) 095 27 25.28763(W)   ADJUSTED  
 DM3574* NAD 83(2007) ELLIP HT-   287.479 (meters)        (08/04/10)   ADJUSTED
 DM3574* NAD 83(2007) EPOCH   -  2002.00
 DM3574* NAVD 88 ORTHO HEIGHT -   314.04   (meters)    1030.3   (feet) LEVELING  
 DM3574  ______________________________________________________________________
 DM3574  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM3574  NAD 83(2007) X  -   -430,299.378 (meters)                     COMP
 DM3574  NAD 83(2007) Y  - -4,504,239.524 (meters)                     COMP
 DM3574  NAD 83(2007) Z  -  4,480,588.554 (meters)                     COMP
 DM3574  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC09
 DM3574  HORZ ORDER      -  FIRST
 DM3574  VERT ORDER      -  THIRD
 DM3574  ELLP ORDER      -  THIRD     CLASS I
 DM3574
 DM3574.The horizontal coordinates were established by GPS observations
 DM3574.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3574
 DM3574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3574.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3574
 DM3574.The horizontal coordinates are valid at the epoch date displayed above
 DM3574.which is a decimal equivalence of Year/Month/Day.
 DM3574
 DM3574.The orthometric height was determined by differential leveling.
 DM3574.The vertical network tie was performed by a horz. field party for horz.
 DM3574.obs reductions. Reset procedures were used to establish the elevation.
 DM3574
 DM3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3574
 DM3574.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3574
 DM3574.The ellipsoidal height was determined by GPS observations
 DM3574.and is referenced to NAD 83.
 DM3574
 DM3574. The following values were computed from the NAD 83(2007) position.
 DM3574
 DM3574;                    North         East     Units Scale Factor Converg.
 DM3574;SPC MN S     -   313,413.267   684,953.572   MT  0.99994761   -1 01 16.6
 DM3574;SPC MN S     - 1,028,256.69  2,247,218.51   sFT  0.99994761   -1 01 16.6
 DM3574;UTM  15      - 4,976,051.942   306,050.623   MT  1.00006257   -1 44 06.8
 DM3574
 DM3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3574!SPC MN S     -   0.99995493  x   0.99994761  =   0.99990254
 DM3574!UTM  15      -   0.99995493  x   1.00006257  =   1.00001750
 DM3574
 DM3574:                Primary Azimuth Mark                     Grid Az
 DM3574:SPC MN S     -  1204 W                                   057 11 15.6
 DM3574:UTM  15      -  1204 W                                   057 54 05.8
 DM3574
 DM3574|---------------------------------------------------------------------|
 DM3574| PID    Reference Object                     Distance      Geod. Az  |
 DM3574|                                                           dddmmss.s |
 DM3574| DM3575 1204 W                              APPROX. 0.8 KM 0560959.0 |
 DM3574|---------------------------------------------------------------------|
 DM3574
 DM3574                          SUPERSEDED SURVEY CONTROL
 DM3574
 DM3574.No superseded survey control is available for this station.
 DM3574
 DM3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0605076051(NAD 83)
 DM3574
 DM3574_MARKER: I = METAL ROD
 DM3574_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3574_STAMPING: 1204 V 2009
 DM3574_MARK LOGO: MNDT  
 DM3574_PROJECTION: RECESSED 10 CENTIMETERS
 DM3574_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3574+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3574_ROD/PIPE-DEPTH:  7.0 meters
 DM3574
 DM3574  HISTORY     - Date     Condition        Report By
 DM3574  HISTORY     - 2009     MONUMENTED       MNDT
 DM3574  HISTORY     - 2009     GOOD             MNDT
 DM3574
 DM3574                          STATION DESCRIPTION
 DM3574
 DM3574'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3574'0.6 MILE NORTHEAST OF MAYNARD, 0.5 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DM3574'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 4 AND COUNTY
 DM3574'ROAD 17 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 120.10, 86.9 FEET
 DM3574'SOUTHEAST OF TRUNK HIGHWAY 23, 1.4 FEET NORTHWEST OF WITNESS POST.
 DM3574
 DM3574                          STATION RECOVERY (2009)
 DM3574
 DM3574'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3574'RECOVERED AS DESCRIBED.
 DM3574' 
 DM3574'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM3574'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM3574'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM3574'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3575 ***********************************************************************
 DM3575  DESIGNATION -  1204 W
 DM3575  PID         -  DM3575
 DM3575  STATE/COUNTY-  MN/CHIPPEWA
 DM3575  COUNTRY     -  US
 DM3575  USGS QUAD   -  MAYNARD (1965)
 DM3575
 DM3575                         *CURRENT SURVEY CONTROL
 DM3575  ______________________________________________________________________
 DM3575* NAD 83(2007) POSITION- 44 54 56.35227(N) 095 26 53.60285(W)   ADJUSTED  
 DM3575* NAD 83(2007) ELLIP HT-   290.856 (meters)        (08/04/10)   ADJUSTED
 DM3575* NAD 83(2007) EPOCH   -  2002.00
 DM3575* NAVD 88 ORTHO HEIGHT -   317.43   (meters)    1041.4   (feet) LEVELING  
 DM3575  ______________________________________________________________________
 DM3575  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DM3575  NAD 83(2007) X  -   -429,576.468 (meters)                     COMP
 DM3575  NAD 83(2007) Y  - -4,503,980.550 (meters)                     COMP
 DM3575  NAD 83(2007) Z  -  4,480,920.818 (meters)                     COMP
 DM3575  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC09
 DM3575  HORZ ORDER      -  FIRST
 DM3575  VERT ORDER      -  THIRD
 DM3575  ELLP ORDER      -  THIRD     CLASS I
 DM3575
 DM3575.The horizontal coordinates were established by GPS observations
 DM3575.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3575
 DM3575.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3575.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3575
 DM3575.The horizontal coordinates are valid at the epoch date displayed above
 DM3575.which is a decimal equivalence of Year/Month/Day.
 DM3575
 DM3575.The orthometric height was determined by differential leveling.
 DM3575.The vertical network tie was performed by a horz. field party for horz.
 DM3575.obs reductions. Reset procedures were used to establish the elevation.
 DM3575
 DM3575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3575
 DM3575.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3575
 DM3575.The ellipsoidal height was determined by GPS observations
 DM3575.and is referenced to NAD 83.
 DM3575
 DM3575. The following values were computed from the NAD 83(2007) position.
 DM3575
 DM3575;                    North         East     Units Scale Factor Converg.
 DM3575;SPC MN S     -   313,866.618   685,656.702   MT  0.99994814   -1 00 54.4
 DM3575;SPC MN S     - 1,029,744.06  2,249,525.36   sFT  0.99994814   -1 00 54.4
 DM3575;UTM  15      - 4,976,496.545   306,759.428   MT  1.00005920   -1 43 44.9
 DM3575
 DM3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3575!SPC MN S     -   0.99995440  x   0.99994814  =   0.99990254
 DM3575!UTM  15      -   0.99995440  x   1.00005920  =   1.00001360
 DM3575
 DM3575:                Primary Azimuth Mark                     Grid Az
 DM3575:SPC MN S     -  1204 V                                   237 11 15.8
 DM3575:UTM  15      -  1204 V                                   237 54 06.3
 DM3575
 DM3575|---------------------------------------------------------------------|
 DM3575| PID    Reference Object                     Distance      Geod. Az  |
 DM3575|                                                           dddmmss.s |
 DM3575| DM3574 1204 V                              APPROX. 0.8 KM 2361021.4 |
 DM3575|---------------------------------------------------------------------|
 DM3575
 DM3575                          SUPERSEDED SURVEY CONTROL
 DM3575
 DM3575.No superseded survey control is available for this station.
 DM3575
 DM3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0675976496(NAD 83)
 DM3575
 DM3575_MARKER: I = METAL ROD
 DM3575_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3575_STAMPING: 1204 W 2009
 DM3575_MARK LOGO: MNDT  
 DM3575_PROJECTION: RECESSED 5 CENTIMETERS
 DM3575_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3575+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3575_ROD/PIPE-DEPTH:  7.3 meters
 DM3575
 DM3575  HISTORY     - Date     Condition        Report By
 DM3575  HISTORY     - 2009     MONUMENTED       MNDT
 DM3575  HISTORY     - 2009     GOOD             MNDT
 DM3575
 DM3575                          STATION DESCRIPTION
 DM3575
 DM3575'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3575'1.1 MILES NORTHEAST OF MAYNARD, 1.05 MILES NORTHEAST ALONG TRUNK
 DM3575'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 4 AND
 DM3575'COUNTY ROAD 17 IN MAYNARD, AT TRUNK HIGHWAY 23 MILEPOINT 120.60, 98.4
 DM3575'FEET SOUTHEAST OF TRUNK HIGHWAY 23, 6.8 FEET SOUTHWEST OF CABLE BOX
 DM3575'NUMBER B9 2 LP 2, 1.4 FEET NORTHWEST OF WITNESS POST.
 DM3575
 DM3575                          STATION RECOVERY (2009)
 DM3575
 DM3575'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3575'RECOVERED AS DESCRIBED.
 DM3575' 
 DM3575'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3575'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3575'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3575'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3576 ***********************************************************************
 DM3576  DESIGNATION -  1204 X
 DM3576  PID         -  DM3576
 DM3576  STATE/COUNTY-  MN/CHIPPEWA
 DM3576  COUNTRY     -  US
 DM3576  USGS QUAD   -  MAYNARD (1965)
 DM3576
 DM3576                         *CURRENT SURVEY CONTROL
 DM3576  ______________________________________________________________________
 DM3576* NAD 83(2007) POSITION- 44 55 58.27858(N) 095 24 44.84119(W)   ADJUSTED  
 DM3576* NAD 83(2007) ELLIP HT-   291.769 (meters)        (08/04/10)   ADJUSTED
 DM3576* NAD 83(2007) EPOCH   -  2002.00
 DM3576* NAVD 88 ORTHO HEIGHT -   318.36   (meters)    1044.5   (feet) LEVELING  
 DM3576  ______________________________________________________________________
 DM3576  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DM3576  NAD 83(2007) X  -   -426,637.478 (meters)                     COMP
 DM3576  NAD 83(2007) Y  - -4,502,904.496 (meters)                     COMP
 DM3576  NAD 83(2007) Z  -  4,482,275.041 (meters)                     COMP
 DM3576  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC09
 DM3576  HORZ ORDER      -  FIRST
 DM3576  VERT ORDER      -  THIRD
 DM3576  ELLP ORDER      -  THIRD     CLASS I
 DM3576
 DM3576.The horizontal coordinates were established by GPS observations
 DM3576.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3576
 DM3576.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3576.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3576
 DM3576.The horizontal coordinates are valid at the epoch date displayed above
 DM3576.which is a decimal equivalence of Year/Month/Day.
 DM3576
 DM3576.The orthometric height was determined by differential leveling.
 DM3576.The vertical network tie was performed by a horz. field party for horz.
 DM3576.obs reductions. Reset procedures were used to establish the elevation.
 DM3576
 DM3576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3576
 DM3576.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3576
 DM3576.The ellipsoidal height was determined by GPS observations
 DM3576.and is referenced to NAD 83.
 DM3576
 DM3576. The following values were computed from the NAD 83(2007) position.
 DM3576
 DM3576;                    North         East     Units Scale Factor Converg.
 DM3576;SPC MN S     -   315,728.457   688,513.411   MT  0.99995035   -0 59 24.1
 DM3576;SPC MN S     - 1,035,852.45  2,258,897.75   sFT  0.99995035   -0 59 24.1
 DM3576;UTM  15      - 4,978,322.821   309,639.419   MT  1.00004561   -1 42 15.7
 DM3576
 DM3576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3576!SPC MN S     -   0.99995426  x   0.99995035  =   0.99990461
 DM3576!UTM  15      -   0.99995426  x   1.00004561  =   0.99999986
 DM3576
 DM3576                          SUPERSEDED SURVEY CONTROL
 DM3576
 DM3576.No superseded survey control is available for this station.
 DM3576
 DM3576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0963978322(NAD 83)
 DM3576
 DM3576_MARKER: I = METAL ROD
 DM3576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3576_STAMPING: 1204 X 2009
 DM3576_MARK LOGO: MNDT  
 DM3576_PROJECTION: RECESSED 3 CENTIMETERS
 DM3576_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3576+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3576_ROD/PIPE-DEPTH:  6.1 meters
 DM3576
 DM3576  HISTORY     - Date     Condition        Report By
 DM3576  HISTORY     - 2009     MONUMENTED       MNDT
 DM3576  HISTORY     - 2009     GOOD             MNDT
 DM3576
 DM3576                          STATION DESCRIPTION
 DM3576
 DM3576'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3576'1.9 MILES SOUTHWEST OF CLARA CITY, 2.35 MILES SOUTHWEST ALONG TRUNK
 DM3576'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3576'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 122.7, 89.8 FEET
 DM3576'SOUTHEAST OF TRUNK HIGHWAY 23, 12.3 FEET NORTHWEST OF POWER POLE, 1.3
 DM3576'FEET NORTHWEST OF WITNESS POST.
 DM3576
 DM3576                          STATION RECOVERY (2009)
 DM3576
 DM3576'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3576'RECOVERED AS DESCRIBED.
 DM3576' 
 DM3576'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3576'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3576'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3576'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3821 ***********************************************************************
 DM3821  DESIGNATION -  1205 A
 DM3821  PID         -  DM3821
 DM3821  STATE/COUNTY-  MN/CHIPPEWA
 DM3821  COUNTRY     -  US
 DM3821  USGS QUAD   -  CLARA CITY (1965)
 DM3821
 DM3821                         *CURRENT SURVEY CONTROL
 DM3821  ______________________________________________________________________
 DM3821* NAD 83(1986) POSITION- 44 57 25.08   (N) 095 21 44.94   (W)   HD_HELD1  
 DM3821* NAVD 88 ORTHO HEIGHT -   321.699  (meters)    1055.44  (feet) ADJUSTED  
 DM3821  ______________________________________________________________________
 DM3821  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DM3821  DYNAMIC HEIGHT  -        321.673 (meters)     1055.36  (feet) COMP
 DM3821  MODELED GRAVITY -    980,527.0   (mgal)                       NAVD 88
 DM3821
 DM3821  VERT ORDER      -  SECOND    CLASS I
 DM3821
 DM3821.The horizontal coordinates were established by differentially corrected
 DM3821.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM3821.
 DM3821.The orthometric height was determined by differential leveling and
 DM3821.adjusted in November 2011.
 DM3821
 DM3821.Photographs are available for this station.
 DM3821
 DM3821.The dynamic height is computed by dividing the NAVD 88
 DM3821.geopotential number by the normal gravity value computed on the
 DM3821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3821.degrees latitude (g = 980.6199 gals.).
 DM3821
 DM3821.The modeled gravity was interpolated from observed gravity values.
 DM3821
 DM3821;                    North         East    Units  Estimated Accuracy
 DM3821;SPC MN S     -   318,340.5     692,502.1     MT  (+/- 3 meters HH1 GPS) 
 DM3821
 DM3821                          SUPERSEDED SURVEY CONTROL
 DM3821
 DM3821.No superseded survey control is available for this station.
 DM3821
 DM3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1366080885(NAD 83)
 DM3821
 DM3821_MARKER: DD = SURVEY DISK
 DM3821_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3821_SP_SET: BRIDGE RAILING
 DM3821_STAMPING: 1205 A 2000
 DM3821_MARK LOGO: MNDT  
 DM3821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3821+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2009
 DM3821
 DM3821  HISTORY     - Date     Condition        Report By
 DM3821  HISTORY     - 2000     MONUMENTED       MNDT
 DM3821  HISTORY     - 20060215 GOOD             MNDT
 DM3821  HISTORY     - 20090513 GOOD             MNDT
 DM3821
 DM3821                          STATION DESCRIPTION
 DM3821
 DM3821'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM3821'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF RAYMOND,
 DM3821'6.2 MI (10.0 KM) EAST-NORTHEAST OF MAYNARD AND IN THE NORTHEAST EDGE
 DM3821'OF CLARA CITY MINNESOTA.
 DM3821' 
 DM3821'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM3821'HIGHWAY 7 IN CLARA CITY, GO 0.8 MI (1.3 KM) NORTHEAST ALONG TRUNK
 DM3821'HIGHWAY 23 TO MILE POINT 125.9 AND BRIDGE NUMBER 12012 OVER A DRAINAGE
 DM3821'DITCH.
 DM3821' 
 DM3821'THE MARK IS FOUND IN NORTHEAST END SOUTHEAST CORNER OF THE BRIDGE,
 DM3821'24.5 FT (7.5 M) SOUTHEAST OF TRUNK HIGHWAY 23, 2.8 FT (0.9 M) ABOVE
 DM3821'THE BRIDGE DECK IN THE CRASH BARRIER TO GUARDRAIL TRANSITION.
 DM3821
 DM3821                          STATION RECOVERY (2009)
 DM3821
 DM3821'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3577 ***********************************************************************
 DM3577  DESIGNATION -  1205 B
 DM3577  PID         -  DM3577
 DM3577  STATE/COUNTY-  MN/CHIPPEWA
 DM3577  COUNTRY     -  US
 DM3577  USGS QUAD   -  CLARA CITY (1965)
 DM3577
 DM3577                         *CURRENT SURVEY CONTROL
 DM3577  ______________________________________________________________________
 DM3577* NAD 83(2007) POSITION- 44 57 19.15881(N) 095 22 00.21390(W)   ADJUSTED  
 DM3577* NAD 83(2007) ELLIP HT-   295.541 (meters)        (08/04/10)   ADJUSTED
 DM3577* NAD 83(2007) EPOCH   -  2002.00
 DM3577* NAVD 88 ORTHO HEIGHT -   322.16   (meters)    1057.0   (feet) LEVELING  
 DM3577  ______________________________________________________________________
 DM3577  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DM3577  NAD 83(2007) X  -   -422,878.693 (meters)                     COMP
 DM3577  NAD 83(2007) Y  - -4,501,490.144 (meters)                     COMP
 DM3577  NAD 83(2007) Z  -  4,484,044.973 (meters)                     COMP
 DM3577  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC09
 DM3577  HORZ ORDER      -  FIRST
 DM3577  VERT ORDER      -  THIRD
 DM3577  ELLP ORDER      -  THIRD     CLASS I
 DM3577
 DM3577.The horizontal coordinates were established by GPS observations
 DM3577.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3577
 DM3577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3577.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3577
 DM3577.The horizontal coordinates are valid at the epoch date displayed above
 DM3577.which is a decimal equivalence of Year/Month/Day.
 DM3577
 DM3577.The orthometric height was determined by differential leveling.
 DM3577.The vertical network tie was performed by a horz. field party for horz.
 DM3577.obs reductions. Reset procedures were used to establish the elevation.
 DM3577
 DM3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3577
 DM3577.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3577
 DM3577.The ellipsoidal height was determined by GPS observations
 DM3577.and is referenced to NAD 83.
 DM3577
 DM3577. The following values were computed from the NAD 83(2007) position.
 DM3577
 DM3577;                    North         East     Units Scale Factor Converg.
 DM3577;SPC MN S     -   318,163.371   692,164.310   MT  0.99995338   -0 57 28.7
 DM3577;SPC MN S     - 1,043,840.99  2,270,875.74   sFT  0.99995338   -0 57 28.7
 DM3577;UTM  15      - 4,980,712.219   313,320.714   MT  1.00002854   -1 40 21.7
 DM3577
 DM3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3577!SPC MN S     -   0.99995367  x   0.99995338  =   0.99990705
 DM3577!UTM  15      -   0.99995367  x   1.00002854  =   0.99998220
 DM3577
 DM3577                          SUPERSEDED SURVEY CONTROL
 DM3577
 DM3577.No superseded survey control is available for this station.
 DM3577
 DM3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1332080712(NAD 83)
 DM3577
 DM3577_MARKER: I = METAL ROD
 DM3577_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3577_STAMPING: 1205 B 2009
 DM3577_MARK LOGO: MNDT  
 DM3577_PROJECTION: RECESSED 5 CENTIMETERS
 DM3577_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3577+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3577_ROD/PIPE-DEPTH:  7.6 meters
 DM3577
 DM3577  HISTORY     - Date     Condition        Report By
 DM3577  HISTORY     - 2009     MONUMENTED       MNDT
 DM3577  HISTORY     - 2009     GOOD             MNDT
 DM3577
 DM3577                          STATION DESCRIPTION
 DM3577
 DM3577'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3577'IN CLARA CITY, 0.55 MILE NORTHEAST ALONG TRUNK HIGHWAY 23 FROM THE
 DM3577'JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7 IN CLARA CITY, AT
 DM3577'TRUNK HIGHWAY 23 MILEPOINT 125.70, 146.0 FEET NORTHWEST OF TRUNK
 DM3577'HIGHWAY 23, 46.2 FEET SOUTHWEST OF COUNTY ROAD 2, 32.6 FEET SOUTHEAST
 DM3577'OF SOUTHEAST RAIL OF RAILROAD TRACKS, 1.2 FEET SOUTH OF WITNESS POST.
 DM3577
 DM3577                          STATION RECOVERY (2009)
 DM3577
 DM3577'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3578 ***********************************************************************
 DM3578  DESIGNATION -  1205 C
 DM3578  PID         -  DM3578
 DM3578  STATE/COUNTY-  MN/CHIPPEWA
 DM3578  COUNTRY     -  US
 DM3578  USGS QUAD   -  CLARA CITY (1965)
 DM3578
 DM3578                         *CURRENT SURVEY CONTROL
 DM3578  ______________________________________________________________________
 DM3578* NAD 83(2007) POSITION- 44 58 04.56742(N) 095 20 22.36199(W)   ADJUSTED  
 DM3578* NAD 83(2007) ELLIP HT-   297.259 (meters)        (08/04/10)   ADJUSTED
 DM3578* NAD 83(2007) EPOCH   -  2002.00
 DM3578* NAVD 88 ORTHO HEIGHT -   323.89   (meters)    1062.6   (feet) LEVELING  
 DM3578  ______________________________________________________________________
 DM3578  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM3578  NAD 83(2007) X  -   -420,651.074 (meters)                     COMP
 DM3578  NAD 83(2007) Y  - -4,500,705.190 (meters)                     COMP
 DM3578  NAD 83(2007) Z  -  4,485,038.085 (meters)                     COMP
 DM3578  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC09
 DM3578  HORZ ORDER      -  FIRST
 DM3578  VERT ORDER      -  THIRD
 DM3578  ELLP ORDER      -  THIRD     CLASS I
 DM3578
 DM3578.The horizontal coordinates were established by GPS observations
 DM3578.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3578
 DM3578.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3578.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3578
 DM3578.The horizontal coordinates are valid at the epoch date displayed above
 DM3578.which is a decimal equivalence of Year/Month/Day.
 DM3578
 DM3578.The orthometric height was determined by differential leveling.
 DM3578.The vertical network tie was performed by a horz. field party for horz.
 DM3578.obs reductions. Reset procedures were used to establish the elevation.
 DM3578
 DM3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3578
 DM3578.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3578
 DM3578.The ellipsoidal height was determined by GPS observations
 DM3578.and is referenced to NAD 83.
 DM3578
 DM3578. The following values were computed from the NAD 83(2007) position.
 DM3578
 DM3578;                    North         East     Units Scale Factor Converg.
 DM3578;SPC MN S     -   319,529.369   694,331.693   MT  0.99995515   -0 56 20.1
 DM3578;SPC MN S     - 1,048,322.60  2,277,986.56   sFT  0.99995515   -0 56 20.1
 DM3578;UTM  15      - 4,982,051.164   315,505.121   MT  1.00001856   -1 39 13.8
 DM3578
 DM3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3578!SPC MN S     -   0.99995340  x   0.99995515  =   0.99990855
 DM3578!UTM  15      -   0.99995340  x   1.00001856  =   0.99997195
 DM3578
 DM3578:                Primary Azimuth Mark                     Grid Az
 DM3578:SPC MN S     -  NATHAN                                   203 35 11.5
 DM3578:UTM  15      -  NATHAN                                   204 18 05.2
 DM3578
 DM3578|---------------------------------------------------------------------|
 DM3578| PID    Reference Object                     Distance      Geod. Az  |
 DM3578|                                                           dddmmss.s |
 DM3578| DM3603 NATHAN                              APPROX. 0.5 KM 2023851.4 |
 DM3578|---------------------------------------------------------------------|
 DM3578
 DM3578                          SUPERSEDED SURVEY CONTROL
 DM3578
 DM3578.No superseded survey control is available for this station.
 DM3578
 DM3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1550582051(NAD 83)
 DM3578
 DM3578_MARKER: I = METAL ROD
 DM3578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3578_STAMPING: 1205 C 2009
 DM3578_MARK LOGO: MNDT  
 DM3578_PROJECTION: RECESSED 5 CENTIMETERS
 DM3578_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3578+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3578_ROD/PIPE-DEPTH:  6.1 meters
 DM3578
 DM3578  HISTORY     - Date     Condition        Report By
 DM3578  HISTORY     - 2009     MONUMENTED       MNDT
 DM3578  HISTORY     - 2009     GOOD             MNDT
 DM3578
 DM3578                          STATION DESCRIPTION
 DM3578
 DM3578'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3578'2.3 MILES NORTHEAST OF CLARA CITY, 2.15 MILES NORTHEAST ALONG TRUNK
 DM3578'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3578'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 127.25, 73.8 FEET
 DM3578'SOUTHEAST OF TRUNK HIGHWAY 23, 50.4 FEET SOUTHWEST OF FIELD ENTRANCE,
 DM3578'6.8 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 1.3 FEET NORTHWEST OF WITNESS
 DM3578'POST.
 DM3578
 DM3578                          STATION RECOVERY (2009)
 DM3578
 DM3578'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3578'RECOVERED AS DESCRIBED.
 DM3578' 
 DM3578'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3578'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3578'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3578'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3579 ***********************************************************************
 DM3579  DESIGNATION -  1205 D
 DM3579  PID         -  DM3579
 DM3579  STATE/COUNTY-  MN/CHIPPEWA
 DM3579  COUNTRY     -  US
 DM3579  USGS QUAD   -  CLARA CITY (1965)
 DM3579
 DM3579                         *CURRENT SURVEY CONTROL
 DM3579  ______________________________________________________________________
 DM3579* NAD 83(2007) POSITION- 44 58 42.07337(N) 095 19 04.03559(W)   ADJUSTED  
 DM3579* NAD 83(2007) ELLIP HT-   300.364 (meters)        (08/04/10)   ADJUSTED
 DM3579* NAD 83(2007) EPOCH   -  2002.00
 DM3579* NAVD 88 ORTHO HEIGHT -   327.00   (meters)    1072.8   (feet) LEVELING  
 DM3579  ______________________________________________________________________
 DM3579  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DM3579  NAD 83(2007) X  -   -418,866.319 (meters)                     COMP
 DM3579  NAD 83(2007) Y  - -4,500,051.968 (meters)                     COMP
 DM3579  NAD 83(2007) Z  -  4,485,859.391 (meters)                     COMP
 DM3579  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC09
 DM3579  HORZ ORDER      -  FIRST
 DM3579  VERT ORDER      -  THIRD
 DM3579  ELLP ORDER      -  THIRD     CLASS I
 DM3579
 DM3579.The horizontal coordinates were established by GPS observations
 DM3579.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3579
 DM3579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3579.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3579
 DM3579.The horizontal coordinates are valid at the epoch date displayed above
 DM3579.which is a decimal equivalence of Year/Month/Day.
 DM3579
 DM3579.The orthometric height was determined by differential leveling.
 DM3579.The vertical network tie was performed by a horz. field party for horz.
 DM3579.obs reductions. Reset procedures were used to establish the elevation.
 DM3579
 DM3579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3579
 DM3579.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3579
 DM3579.The ellipsoidal height was determined by GPS observations
 DM3579.and is referenced to NAD 83.
 DM3579
 DM3579. The following values were computed from the NAD 83(2007) position.
 DM3579
 DM3579;                    North         East     Units Scale Factor Converg.
 DM3579;SPC MN S     -   320,659.072   696,066.506   MT  0.99995665   -0 55 25.2
 DM3579;SPC MN S     - 1,052,028.97  2,283,678.20   sFT  0.99995665   -0 55 25.2
 DM3579;UTM  15      - 4,983,159.195   317,253.999   MT  1.00001066   -1 38 19.5
 DM3579
 DM3579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3579!SPC MN S     -   0.99995291  x   0.99995665  =   0.99990956
 DM3579!UTM  15      -   0.99995291  x   1.00001066  =   0.99996357
 DM3579
 DM3579                          SUPERSEDED SURVEY CONTROL
 DM3579
 DM3579.No superseded survey control is available for this station.
 DM3579
 DM3579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1725383159(NAD 83)
 DM3579
 DM3579_MARKER: I = METAL ROD
 DM3579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3579_STAMPING: 1205 D 2009
 DM3579_MARK LOGO: MNDT  
 DM3579_PROJECTION: RECESSED 8 CENTIMETERS
 DM3579_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3579+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3579_ROD/PIPE-DEPTH:  6.1 meters
 DM3579
 DM3579  HISTORY     - Date     Condition        Report By
 DM3579  HISTORY     - 2009     MONUMENTED       MNDT
 DM3579  HISTORY     - 2009     GOOD             MNDT
 DM3579
 DM3579                          STATION DESCRIPTION
 DM3579
 DM3579'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3579'3.6 MILES NORTHEAST OF CLARA CITY, 3.4 MILES NORTHEAST ALONG TRUNK
 DM3579'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3579'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 128.5, 74.2 FEET
 DM3579'SOUTHEAST OF TRUNK HIGHWAY 23, 29.7 FEET NORTHEAST OF 30TH STREET
 DM3579'SOUTHEAST, 3.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 3.0 FEET SOUTHWEST
 DM3579'OF WITNESS POST.
 DM3579
 DM3579                          STATION RECOVERY (2009)
 DM3579
 DM3579'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3579'RECOVERED AS DESCRIBED.
 DM3579' 
 DM3579'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3579'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3579'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3579'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3580 ***********************************************************************
 DM3580  DESIGNATION -  1205 E
 DM3580  PID         -  DM3580
 DM3580  STATE/COUNTY-  MN/CHIPPEWA
 DM3580  COUNTRY     -  US
 DM3580  USGS QUAD   -  CLARA CITY (1965)
 DM3580
 DM3580                         *CURRENT SURVEY CONTROL
 DM3580  ______________________________________________________________________
 DM3580* NAD 83(2007) POSITION- 44 59 14.62530(N) 095 17 56.44388(W)   ADJUSTED  
 DM3580* NAD 83(2007) ELLIP HT-   300.338 (meters)        (08/04/10)   ADJUSTED
 DM3580* NAD 83(2007) EPOCH   -  2002.00
 DM3580* NAVD 88 ORTHO HEIGHT -   326.99   (meters)    1072.8   (feet) LEVELING  
 DM3580  ______________________________________________________________________
 DM3580  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DM3580  NAD 83(2007) X  -   -417,326.050 (meters)                     COMP
 DM3580  NAD 83(2007) Y  - -4,499,481.630 (meters)                     COMP
 DM3580  NAD 83(2007) Z  -  4,486,570.171 (meters)                     COMP
 DM3580  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC09
 DM3580  HORZ ORDER      -  FIRST
 DM3580  VERT ORDER      -  THIRD
 DM3580  ELLP ORDER      -  THIRD     CLASS I
 DM3580
 DM3580.The horizontal coordinates were established by GPS observations
 DM3580.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3580
 DM3580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3580.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3580
 DM3580.The horizontal coordinates are valid at the epoch date displayed above
 DM3580.which is a decimal equivalence of Year/Month/Day.
 DM3580
 DM3580.The orthometric height was determined by differential leveling.
 DM3580.The vertical network tie was performed by a horz. field party for horz.
 DM3580.obs reductions. Reset procedures were used to establish the elevation.
 DM3580
 DM3580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3580
 DM3580.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3580
 DM3580.The ellipsoidal height was determined by GPS observations
 DM3580.and is referenced to NAD 83.
 DM3580
 DM3580. The following values were computed from the NAD 83(2007) position.
 DM3580
 DM3580;                    North         East     Units Scale Factor Converg.
 DM3580;SPC MN S     -   321,640.072   697,563.164   MT  0.99995798   -0 54 37.8
 DM3580;SPC MN S     - 1,055,247.47  2,288,588.48   sFT  0.99995798   -0 54 37.8
 DM3580;UTM  15      - 4,984,121.487   318,762.859   MT  1.00000391   -1 37 32.6
 DM3580
 DM3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3580!SPC MN S     -   0.99995291  x   0.99995798  =   0.99991090
 DM3580!UTM  15      -   0.99995291  x   1.00000391  =   0.99995682
 DM3580
 DM3580                          SUPERSEDED SURVEY CONTROL
 DM3580
 DM3580.No superseded survey control is available for this station.
 DM3580
 DM3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK1876284121(NAD 83)
 DM3580
 DM3580_MARKER: I = METAL ROD
 DM3580_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3580_STAMPING: 1205 E 2009
 DM3580_MARK LOGO: MNDT  
 DM3580_PROJECTION: RECESSED 15 CENTIMETERS
 DM3580_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3580+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3580_ROD/PIPE-DEPTH: 15.2 meters
 DM3580
 DM3580  HISTORY     - Date     Condition        Report By
 DM3580  HISTORY     - 2009     MONUMENTED       MNDT
 DM3580  HISTORY     - 2009     GOOD             MNDT
 DM3580
 DM3580                          STATION DESCRIPTION
 DM3580
 DM3580'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3580'4.7 MILES NORTHEAST OF CLARA CITY, 4.55 MILES NORTHEAST ALONG TRUNK
 DM3580'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 7
 DM3580'IN CLARA CITY, AT TRUNK HIGHWAY 23 MILEPOINT 129.6, 52.4 FEET
 DM3580'SOUTHEAST OF TRUNK HIGHWAY 23, 34.4 FEET SOUTHWEST OF FIELD ENTRANCE,
 DM3580'1.9 FEET NORTHWEST OF WITNESS POST.
 DM3580
 DM3580                          STATION RECOVERY (2009)
 DM3580
 DM3580'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3580'RECOVERED AS DESCRIBED.
 DM3580' 
 DM3580'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM3580'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM3580'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM3580'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3581 ***********************************************************************
 DM3581  DESIGNATION -  1205 F
 DM3581  PID         -  DM3581
 DM3581  STATE/COUNTY-  MN/CHIPPEWA
 DM3581  COUNTRY     -  US
 DM3581  USGS QUAD   -  CLARA CITY (1965)
 DM3581
 DM3581                         *CURRENT SURVEY CONTROL
 DM3581  ______________________________________________________________________
 DM3581* NAD 83(2007) POSITION- 44 59 46.14205(N) 095 16 50.18508(W)   ADJUSTED  
 DM3581* NAD 83(2007) ELLIP HT-   305.425 (meters)        (08/04/10)   ADJUSTED
 DM3581* NAD 83(2007) EPOCH   -  2002.00
 DM3581* NAVD 88 ORTHO HEIGHT -   332.07   (meters)    1089.5   (feet) LEVELING  
 DM3581  ______________________________________________________________________
 DM3581  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DM3581  NAD 83(2007) X  -   -415,817.674 (meters)                     COMP
 DM3581  NAD 83(2007) Y  - -4,498,934.067 (meters)                     COMP
 DM3581  NAD 83(2007) Z  -  4,487,261.856 (meters)                     COMP
 DM3581  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC09
 DM3581  HORZ ORDER      -  FIRST
 DM3581  VERT ORDER      -  THIRD
 DM3581  ELLP ORDER      -  THIRD     CLASS I
 DM3581
 DM3581.The horizontal coordinates were established by GPS observations
 DM3581.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3581
 DM3581.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3581.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3581
 DM3581.The horizontal coordinates are valid at the epoch date displayed above
 DM3581.which is a decimal equivalence of Year/Month/Day.
 DM3581
 DM3581.The orthometric height was determined by differential leveling.
 DM3581.The vertical network tie was performed by a horz. field party for horz.
 DM3581.obs reductions. Reset procedures were used to establish the elevation.
 DM3581
 DM3581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3581
 DM3581.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3581
 DM3581.The ellipsoidal height was determined by GPS observations
 DM3581.and is referenced to NAD 83.
 DM3581
 DM3581. The following values were computed from the NAD 83(2007) position.
 DM3581
 DM3581;                    North         East     Units Scale Factor Converg.
 DM3581;SPC MN S     -   322,589.930   699,029.674   MT  0.99995929   -0 53 51.4
 DM3581;SPC MN S     - 1,058,363.80  2,293,399.86   sFT  0.99995929   -0 53 51.4
 DM3581;UTM  15      - 4,985,053.003   320,241.176   MT  0.99999735   -1 36 46.6
 DM3581
 DM3581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3581!SPC MN S     -   0.99995212  x   0.99995929  =   0.99991141
 DM3581!UTM  15      -   0.99995212  x   0.99999735  =   0.99994947
 DM3581
 DM3581:                Primary Azimuth Mark                     Grid Az
 DM3581:SPC MN S     -  1205 G                                   056 55 00.5
 DM3581:UTM  15      -  1205 G                                   057 37 55.7
 DM3581
 DM3581|---------------------------------------------------------------------|
 DM3581| PID    Reference Object                     Distance      Geod. Az  |
 DM3581|                                                           dddmmss.s |
 DM3581| DM3582 1205 G                              APPROX. 1.1 KM 0560109.1 |
 DM3581|---------------------------------------------------------------------|
 DM3581
 DM3581                          SUPERSEDED SURVEY CONTROL
 DM3581
 DM3581.No superseded survey control is available for this station.
 DM3581
 DM3581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2024185053(NAD 83)
 DM3581
 DM3581_MARKER: I = METAL ROD
 DM3581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3581_STAMPING: 1205 F 2009
 DM3581_MARK LOGO: MNDT  
 DM3581_PROJECTION: RECESSED 3 CENTIMETERS
 DM3581_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3581+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3581_ROD/PIPE-DEPTH:  7.6 meters
 DM3581
 DM3581  HISTORY     - Date     Condition        Report By
 DM3581  HISTORY     - 2009     MONUMENTED       MNDT
 DM3581  HISTORY     - 2009     GOOD             MNDT
 DM3581
 DM3581                          STATION DESCRIPTION
 DM3581
 DM3581'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3581'2.1 MILES SOUTHWEST OF RAYMOND, 2.45 MILES SOUTHWEST ALONG TRUNK
 DM3581'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3581'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 130.75, 65.5 FEET SOUTHEAST OF
 DM3581'TRUNK HIGHWAY 23, 33.3 FEET SOUTHWEST OF FIELD ENTRANCE, 1.3 FEET
 DM3581'NORTHWEST OF WITNESS POST.
 DM3581
 DM3581                          STATION RECOVERY (2009)
 DM3581
 DM3581'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3581'RECOVERED AS DESCRIBED.
 DM3581' 
 DM3581'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3581'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3581'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3581'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3582 ***********************************************************************
 DM3582  DESIGNATION -  1205 G
 DM3582  PID         -  DM3582
 DM3582  STATE/COUNTY-  MN/CHIPPEWA
 DM3582  COUNTRY     -  US
 DM3582  USGS QUAD   -  KERKHOVEN SE (1979)
 DM3582
 DM3582                         *CURRENT SURVEY CONTROL
 DM3582  ______________________________________________________________________
 DM3582* NAD 83(2007) POSITION- 45 00 06.41143(N) 095 16 07.79333(W)   ADJUSTED  
 DM3582* NAD 83(2007) ELLIP HT-   302.107 (meters)        (08/04/10)   ADJUSTED
 DM3582* NAD 83(2007) EPOCH   -  2002.00
 DM3582* NAVD 88 ORTHO HEIGHT -   328.76   (meters)    1078.6   (feet) LEVELING  
 DM3582  ______________________________________________________________________
 DM3582  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DM3582  NAD 83(2007) X  -   -414,852.194 (meters)                     COMP
 DM3582  NAD 83(2007) Y  - -4,498,576.504 (meters)                     COMP
 DM3582  NAD 83(2007) Z  -  4,487,701.986 (meters)                     COMP
 DM3582  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC09
 DM3582  HORZ ORDER      -  FIRST
 DM3582  VERT ORDER      -  THIRD
 DM3582  ELLP ORDER      -  THIRD     CLASS I
 DM3582
 DM3582.The horizontal coordinates were established by GPS observations
 DM3582.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3582
 DM3582.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3582.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3582
 DM3582.The horizontal coordinates are valid at the epoch date displayed above
 DM3582.which is a decimal equivalence of Year/Month/Day.
 DM3582
 DM3582.The orthometric height was determined by differential leveling.
 DM3582.The vertical network tie was performed by a horz. field party for horz.
 DM3582.obs reductions. Reset procedures were used to establish the elevation.
 DM3582
 DM3582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3582
 DM3582.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3582
 DM3582.The ellipsoidal height was determined by GPS observations
 DM3582.and is referenced to NAD 83.
 DM3582
 DM3582. The following values were computed from the NAD 83(2007) position.
 DM3582
 DM3582;                    North         East     Units Scale Factor Converg.
 DM3582;SPC MN S     -   323,201.066   699,967.757   MT  0.99996014   -0 53 21.7
 DM3582;SPC MN S     - 1,060,368.83  2,296,477.55   sFT  0.99996014   -0 53 21.7
 DM3582;UTM  15      - 4,985,652.400   321,186.850   MT  0.99999318   -1 36 17.2
 DM3582
 DM3582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3582!SPC MN S     -   0.99995264  x   0.99996014  =   0.99991278
 DM3582!UTM  15      -   0.99995264  x   0.99999318  =   0.99994582
 DM3582
 DM3582:                Primary Azimuth Mark                     Grid Az
 DM3582:SPC MN S     -  1205 F                                   236 55 00.8
 DM3582:UTM  15      -  1205 F                                   237 37 56.3
 DM3582
 DM3582|---------------------------------------------------------------------|
 DM3582| PID    Reference Object                     Distance      Geod. Az  |
 DM3582|                                                           dddmmss.s |
 DM3582| DM3581 1205 F                              APPROX. 1.1 KM 2360139.1 |
 DM3582|---------------------------------------------------------------------|
 DM3582
 DM3582                          SUPERSEDED SURVEY CONTROL
 DM3582
 DM3582.No superseded survey control is available for this station.
 DM3582
 DM3582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2118685652(NAD 83)
 DM3582
 DM3582_MARKER: I = METAL ROD
 DM3582_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3582_STAMPING: 1205 G 2009
 DM3582_MARK LOGO: MNDT  
 DM3582_PROJECTION: RECESSED 5 CENTIMETERS
 DM3582_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3582+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3582_ROD/PIPE-DEPTH:  5.8 meters
 DM3582
 DM3582  HISTORY     - Date     Condition        Report By
 DM3582  HISTORY     - 2009     MONUMENTED       MNDT
 DM3582  HISTORY     - 2009     GOOD             MNDT
 DM3582
 DM3582                          STATION DESCRIPTION
 DM3582
 DM3582'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3582'1.7 MILES SOUTHWEST OF RAYMOND, 1.75 MILES SOUTHWEST ALONG TRUNK
 DM3582'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3582'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 131.45, 74.6 FEET SOUTHWEST OF
 DM3582'160TH AVENUE SOUTHEAST, 72.3 FEET SOUTHEAST OF TRUNK HIGHWAY 23, 4.4
 DM3582'FEET SOUTHWEST OF CABLE BOX C9-3, 1.2 FEET NORTHWEST OF WITNESS POST.
 DM3582
 DM3582                          STATION RECOVERY (2009)
 DM3582
 DM3582'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3582'RECOVERED AS DESCRIBED.
 DM3582' 
 DM3582'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3582'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3582'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3582'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3583 ***********************************************************************
 DM3583  DESIGNATION -  1205 H
 DM3583  PID         -  DM3583
 DM3583  STATE/COUNTY-  MN/CHIPPEWA
 DM3583  COUNTRY     -  US
 DM3583  USGS QUAD   -  KERKHOVEN SE (1979)
 DM3583
 DM3583                         *CURRENT SURVEY CONTROL
 DM3583  ______________________________________________________________________
 DM3583* NAD 83(2007) POSITION- 45 00 37.83923(N) 095 15 02.20816(W)   ADJUSTED  
 DM3583* NAD 83(2007) ELLIP HT-   300.769 (meters)        (08/04/10)   ADJUSTED
 DM3583* NAD 83(2007) EPOCH   -  2002.00
 DM3583* NAVD 88 ORTHO HEIGHT -   327.43   (meters)    1074.2   (feet) LEVELING  
 DM3583  ______________________________________________________________________
 DM3583  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DM3583  NAD 83(2007) X  -   -413,358.904 (meters)                     COMP
 DM3583  NAD 83(2007) Y  - -4,498,023.999 (meters)                     COMP
 DM3583  NAD 83(2007) Z  -  4,488,387.016 (meters)                     COMP
 DM3583  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC09
 DM3583  HORZ ORDER      -  FIRST
 DM3583  VERT ORDER      -  THIRD
 DM3583  ELLP ORDER      -  THIRD     CLASS I
 DM3583
 DM3583.The horizontal coordinates were established by GPS observations
 DM3583.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3583
 DM3583.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3583.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3583
 DM3583.The horizontal coordinates are valid at the epoch date displayed above
 DM3583.which is a decimal equivalence of Year/Month/Day.
 DM3583
 DM3583.The orthometric height was determined by differential leveling.
 DM3583.The vertical network tie was performed by a horz. field party for horz.
 DM3583.obs reductions. Reset procedures were used to establish the elevation.
 DM3583
 DM3583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3583
 DM3583.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3583
 DM3583.The ellipsoidal height was determined by GPS observations
 DM3583.and is referenced to NAD 83.
 DM3583
 DM3583. The following values were computed from the NAD 83(2007) position.
 DM3583
 DM3583;                    North         East     Units Scale Factor Converg.
 DM3583;SPC MN S     -   324,148.955   701,418.767   MT  0.99996148   -0 52 35.7
 DM3583;SPC MN S     - 1,063,478.70  2,301,238.07   sFT  0.99996148   -0 52 35.7
 DM3583;UTM  15      - 4,986,582.123   322,649.625   MT  0.99998677   -1 35 31.7
 DM3583
 DM3583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3583!SPC MN S     -   0.99995285  x   0.99996148  =   0.99991433
 DM3583!UTM  15      -   0.99995285  x   0.99998677  =   0.99993962
 DM3583
 DM3583                          SUPERSEDED SURVEY CONTROL
 DM3583
 DM3583.No superseded survey control is available for this station.
 DM3583
 DM3583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2264986582(NAD 83)
 DM3583
 DM3583_MARKER: I = METAL ROD
 DM3583_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3583_STAMPING: 1205 H 2009
 DM3583_MARK LOGO: MNDT  
 DM3583_PROJECTION: RECESSED 5 CENTIMETERS
 DM3583_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3583+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3583_ROD/PIPE-DEPTH: 10.7 meters
 DM3583
 DM3583  HISTORY     - Date     Condition        Report By
 DM3583  HISTORY     - 2009     MONUMENTED       MNDT
 DM3583  HISTORY     - 2009     GOOD             MNDT
 DM3583
 DM3583                          STATION DESCRIPTION
 DM3583
 DM3583'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3583'0.6 MILE SOUTHWEST OF RAYMOND, 0.7 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DM3583'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN RAYMOND,
 DM3583'AT TRUNK HIGHWAY 23 MILEPOINT 132.45, 54.6 FEET SOUTHEAST OF TRUNK
 DM3583'HIGHWAY 23, 33.5 FEET NORTHEAST OF FIELD ENTRANCE, 5.3 FEET NORTHWEST
 DM3583'OF WITNESS POST.
 DM3583
 DM3583                          STATION RECOVERY (2009)
 DM3583
 DM3583'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3583'RECOVERED AS DESCRIBED.
 DM3583' 
 DM3583'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3583'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3583'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3583'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0194 ***********************************************************************
 RO0194  DESIGNATION -  1206
 RO0194  PID         -  RO0194
 RO0194  STATE/COUNTY-  MN/CASS
 RO0194  COUNTRY     -  US
 RO0194  USGS QUAD   -  PILLAGER (1954)
 RO0194
 RO0194                         *CURRENT SURVEY CONTROL
 RO0194  ______________________________________________________________________
 RO0194* NAD 83(1986) POSITION- 46 20 05.     (N) 094 24 24.     (W)   SCALED    
 RO0194* NAVD 88 ORTHO HEIGHT -   367.769  (meters)    1206.59  (feet) ADJUSTED  
 RO0194  ______________________________________________________________________
 RO0194  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 RO0194  DYNAMIC HEIGHT  -        367.782 (meters)     1206.63  (feet) COMP
 RO0194  MODELED GRAVITY -    980,637.7   (mgal)                       NAVD 88
 RO0194
 RO0194  VERT ORDER      -  SECOND    CLASS 0
 RO0194
 RO0194.The horizontal coordinates were scaled from a topographic map and have
 RO0194.an estimated accuracy of +/- 6 seconds.
 RO0194.
 RO0194.The orthometric height was determined by differential leveling and
 RO0194.adjusted in June 1991.
 RO0194
 RO0194.The dynamic height is computed by dividing the NAVD 88
 RO0194.geopotential number by the normal gravity value computed on the
 RO0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0194.degrees latitude (g = 980.6199 gals.).
 RO0194
 RO0194.The modeled gravity was interpolated from observed gravity values.
 RO0194
 RO0194;                    North         East    Units  Estimated Accuracy
 RO0194;SPC MN C     -   248,360.      787,940.      MT  (+/- 180 meters Scaled)
 RO0194
 RO0194                          SUPERSEDED SURVEY CONTROL
 RO0194
 RO0194  NGVD 29 (??/??/92)  367.575  (m)         1205.95   (f) ADJ UNCH    2 0
 RO0194
 RO0194.Superseded values are not recommended for survey control.
 RO0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0194.See file dsdata.txt to determine how the superseded data were derived.
 RO0194
 RO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM917321(NAD 83)
 RO0194
 RO0194_MARKER: P = PIPE CAP
 RO0194_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0194_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0194_STAMPING: 1206
 RO0194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0194
 RO0194  HISTORY     - Date     Condition        Report By
 RO0194  HISTORY     - 1912     MONUMENTED       USGS
 RO0194  HISTORY     - 1973     GOOD             MNDT
 RO0194  HISTORY     - 20000626 MARK NOT FOUND   MNDT
 RO0194
 RO0194                          STATION DESCRIPTION
 RO0194
 RO0194'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0194'IN SYLVAN.
 RO0194'AT SYLVAN, CASS COUNTY, ON THE NORTHERN PACIFIC RAILWAY, 104 FEET
 RO0194'NORTH AND 102 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 115
 RO0194'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 210, 16 FEET NORTH OF THE
 RO0194'NORTH ONE OF TWO SWITCH TRACKS, AND 26 FEET WEST AND 6 FEET NORTH OF A
 RO0194'POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1206
 RO0194'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 RO0194
 RO0194                          STATION RECOVERY (2000)
 RO0194
 RO0194'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0194'NOT FOUND, POLE GONE, RR STA GONE, AND SWITCH TRACK GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4367 ***********************************************************************
 DM4367  DESIGNATION -  1206 B
 DM4367  PID         -  DM4367
 DM4367  STATE/COUNTY-  MN/CHIPPEWA
 DM4367  COUNTRY     -  US
 DM4367  USGS QUAD   -  MONTEVIDEO (1994)
 DM4367
 DM4367                         *CURRENT SURVEY CONTROL
 DM4367  ______________________________________________________________________
 DM4367* NAD 83(1986) POSITION- 44 58 41.     (N) 095 42 59.     (W)   SCALED    
 DM4367* NAVD 88 ORTHO HEIGHT -   294.179  (meters)     965.15  (feet) ADJUSTED  
 DM4367  ______________________________________________________________________
 DM4367  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM4367  DYNAMIC HEIGHT  -        294.159 (meters)      965.09  (feet) COMP
 DM4367  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 DM4367
 DM4367  VERT ORDER      -  SECOND    CLASS I
 DM4367
 DM4367.The horizontal coordinates were scaled from a topographic map and have
 DM4367.an estimated accuracy of +/- 6 seconds.
 DM4367.
 DM4367.The orthometric height was determined by differential leveling and
 DM4367.adjusted in November 2011.
 DM4367
 DM4367.The dynamic height is computed by dividing the NAVD 88
 DM4367.geopotential number by the normal gravity value computed on the
 DM4367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4367.degrees latitude (g = 980.6199 gals.).
 DM4367
 DM4367.The modeled gravity was interpolated from observed gravity values.
 DM4367
 DM4367;                    North         East    Units  Estimated Accuracy
 DM4367;SPC MN S     -   321,210.      664,630.      MT  (+/- 180 meters Scaled)
 DM4367
 DM4367                          SUPERSEDED SURVEY CONTROL
 DM4367
 DM4367  NAVD 88 (02/23/11)  294.208  (m)          965.25   (f) SUPERSEDED  2 1
 DM4367
 DM4367.Superseded values are not recommended for survey control.
 DM4367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4367.See file dsdata.txt to determine how the superseded data were derived.
 DM4367
 DM4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK858841(NAD 83)
 DM4367
 DM4367_MARKER: DB = BENCH MARK DISK
 DM4367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4367_SP_SET: SET IN BOX CULVERT WING WALL
 DM4367_STAMPING: 1206 B 1947
 DM4367_MARK LOGO: MNHD  
 DM4367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4367+STABILITY: SURFACE MOTION
 DM4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4367+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DM4367
 DM4367  HISTORY     - Date     Condition        Report By
 DM4367  HISTORY     - 1947     MONUMENTED       MNHD
 DM4367  HISTORY     - 20060911 GOOD             MNDT
 DM4367
 DM4367                          STATION DESCRIPTION
 DM4367
 DM4367'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4367'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF GRACELOCK,
 DM4367'4.7 MI (7.6 KM) EAST-SOUTHEAST OF WATSON AND 2.5 MI (4.0 KM) NORTH OF
 DM4367'MONTEVIDEO.
 DM4367' 
 DM4367'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) NORTH OF THE JUNCTION OF TRUNK
 DM4367'HIGHWAY 29 AND TRUNK HIGHWAY 7 AT MILE POINT 3.3, 36.4 FT (11.1 M)
 DM4367'WEST OF TRUNK HIGHWAY 29, IN NORTHWEST CORNER OF SOUTHWEST HEADWALL OF
 DM4367'TRUNK HIGHWAY 29 BOX CULVERT 8717 AT SPRING CREEK AT TRUNK HIGHWAY
 DM4367'MILE POINT 3.30.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0548 ***********************************************************************
 PQ0548  DESIGNATION -  1206 BB RESET
 PQ0548  PID         -  PQ0548
 PQ0548  STATE/COUNTY-  MN/CHIPPEWA
 PQ0548  COUNTRY     -  US
 PQ0548  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0548
 PQ0548                         *CURRENT SURVEY CONTROL
 PQ0548  ______________________________________________________________________
 PQ0548* NAD 83(1986) POSITION- 44 56 48.     (N) 095 43 43.     (W)   SCALED    
 PQ0548* NAVD 88 ORTHO HEIGHT -   292.978  (meters)     961.21  (feet) ADJUSTED  
 PQ0548  ______________________________________________________________________
 PQ0548  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 PQ0548  DYNAMIC HEIGHT  -        292.957 (meters)      961.14  (feet) COMP
 PQ0548  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 PQ0548
 PQ0548  VERT ORDER      -  SECOND    CLASS 0
 PQ0548
 PQ0548.The horizontal coordinates were scaled from a topographic map and have
 PQ0548.an estimated accuracy of +/- 6 seconds.
 PQ0548.
 PQ0548.The orthometric height was determined by differential leveling and
 PQ0548.adjusted in June 1991.
 PQ0548
 PQ0548.The dynamic height is computed by dividing the NAVD 88
 PQ0548.geopotential number by the normal gravity value computed on the
 PQ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0548.degrees latitude (g = 980.6199 gals.).
 PQ0548
 PQ0548.The modeled gravity was interpolated from observed gravity values.
 PQ0548
 PQ0548;                    North         East    Units  Estimated Accuracy
 PQ0548;SPC MN S     -   317,740.      663,600.      MT  (+/- 180 meters Scaled)
 PQ0548
 PQ0548                          SUPERSEDED SURVEY CONTROL
 PQ0548
 PQ0548  NGVD 29 (??/??/92)  292.814  (m)          960.67   (f) ADJ UNCH    2 0
 PQ0548
 PQ0548.Superseded values are not recommended for survey control.
 PQ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0548.See file dsdata.txt to determine how the superseded data were derived.
 PQ0548
 PQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK847806(NAD 83)
 PQ0548
 PQ0548_MARKER: DD = SURVEY DISK
 PQ0548_SETTING: 0 = UNSPECIFIED SETTING
 PQ0548_STAMPING: 1206 BB RESET 1974
 PQ0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0548
 PQ0548  HISTORY     - Date     Condition        Report By
 PQ0548  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0548  HISTORY     - 1975     GOOD             MNDT
 PQ0548
 PQ0548                          STATION DESCRIPTION
 PQ0548
 PQ0548'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0548'IN MONTEVIDEO.
 PQ0548'THE MARK IS LOCATED AT MONTEVIDEO 0.5 MILES NORTH OF THE JUNCTION OF
 PQ0548'T.H. 59 AND T.H. 212 AND 0.25 MILES NORTH ALONG T.H. 7 FROM THE SOUTH
 PQ0548'JUNCTION OF T.H. 7 AND T.H. 59.  IT IS 17.2 FEET EAST OF, AND 1 FOOT
 PQ0548'HIGHER THAN THE CENTERLINE OF T.H. 7, CEMENTED IN THE SOUTHEAST CORNER
 PQ0548'(WALKWAY) OF BRIDGE NO. 9111, T.H. 7 OVER THE CHICAGO-MILWAUKEE, ST.
 PQ0548'PAUL AND PACIFIC RAILROAD.  NOTE-- THE ORIGINAL DISK HAD BEEN
 PQ0548'DESTROYED BY SNOW REMOVAL OPERATION.  THE NEW DISK HAS BEEN RECESSED
 PQ0548'BELOW THE CONCRETE SURFACE OF THE WALKWAY.  NW 1/4 SECTION 18, T 117N,
 PQ0548'R 40W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0549 ***********************************************************************
 PQ0549  DESIGNATION -  1206 CC
 PQ0549  PID         -  PQ0549
 PQ0549  STATE/COUNTY-  MN/CHIPPEWA
 PQ0549  COUNTRY     -  US
 PQ0549  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0549
 PQ0549                         *CURRENT SURVEY CONTROL
 PQ0549  ______________________________________________________________________
 PQ0549* NAD 83(1986) POSITION- 44 56 52.8    (N) 095 43 46.8    (W)   HD_HELD2  
 PQ0549* NAVD 88 ORTHO HEIGHT -   285.348  (meters)     936.18  (feet) ADJUSTED  
 PQ0549  ______________________________________________________________________
 PQ0549  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 PQ0549  DYNAMIC HEIGHT  -        285.327 (meters)      936.11  (feet) COMP
 PQ0549  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 PQ0549
 PQ0549  VERT ORDER      -  SECOND    CLASS 0
 PQ0549
 PQ0549.The horizontal coordinates were established by autonomous hand held GPS
 PQ0549.observations and have an estimated accuracy of +/- 10 meters.
 PQ0549.
 PQ0549.The orthometric height was determined by differential leveling and
 PQ0549.adjusted in June 1991.
 PQ0549
 PQ0549.Photographs are available for this station.
 PQ0549
 PQ0549.The dynamic height is computed by dividing the NAVD 88
 PQ0549.geopotential number by the normal gravity value computed on the
 PQ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0549.degrees latitude (g = 980.6199 gals.).
 PQ0549
 PQ0549.The modeled gravity was interpolated from observed gravity values.
 PQ0549
 PQ0549;                    North         East    Units  Estimated Accuracy
 PQ0549;SPC MN S     -   317,892.      663,515.      MT  (+/- 10 meters HH2 GPS)
 PQ0549
 PQ0549                          SUPERSEDED SURVEY CONTROL
 PQ0549
 PQ0549  NGVD 29 (??/??/92)  285.184  (m)          935.64   (f) ADJ UNCH    2 0
 PQ0549
 PQ0549.Superseded values are not recommended for survey control.
 PQ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0549.See file dsdata.txt to determine how the superseded data were derived.
 PQ0549
 PQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8466580799(NAD 83)
 PQ0549
 PQ0549_MARKER: DD = SURVEY DISK
 PQ0549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0549_SP_SET: ABUTMENT
 PQ0549_STAMPING: 1206 CC 1961
 PQ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0549
 PQ0549  HISTORY     - Date     Condition        Report By
 PQ0549  HISTORY     - 1961     MONUMENTED       MNDT
 PQ0549  HISTORY     - 1975     GOOD             MNDT
 PQ0549
 PQ0549                          STATION DESCRIPTION
 PQ0549
 PQ0549'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0549'IN MONTEVIDEO.
 PQ0549'THE MARK IS LOCATED AT MONTEVIDEO, 0.75 MILES NORTH OF THE JUNCTION OF
 PQ0549'T.H. 212 AND T.H. 59 AND 0.6 MILES NORTH ALONG T.H. 7 FROM THE SOUTH
 PQ0549'JUNCTION OF T.H. 7 AND T.H. 59.  IT IS, ABOUT 200 FEET WEST OF T.H. 7
 PQ0549'AND 23.0 FEET SOUTH OF THE CENTER OF COUNTY ROAD 15 (CANTON AVENUE),
 PQ0549'CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 7017, COUNTY
 PQ0549'ROAD 23 OVER THE CHIPPEWA RIVER.  NW 1/4 SECTION 18, T 117N, R 40W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4365 ***********************************************************************
 DM4365  DESIGNATION -  1206 D
 DM4365  PID         -  DM4365
 DM4365  STATE/COUNTY-  MN/CHIPPEWA
 DM4365  COUNTRY     -  US
 DM4365  USGS QUAD   -  GRACELOCK SW (1958)
 DM4365
 DM4365                         *CURRENT SURVEY CONTROL
 DM4365  ______________________________________________________________________
 DM4365* NAD 83(1986) POSITION- 45 00 26.     (N) 095 42 58.     (W)   SCALED    
 DM4365* NAVD 88 ORTHO HEIGHT -   312.747  (meters)    1026.07  (feet) ADJUSTED  
 DM4365  ______________________________________________________________________
 DM4365  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4365  DYNAMIC HEIGHT  -        312.725 (meters)     1026.00  (feet) COMP
 DM4365  MODELED GRAVITY -    980,538.0   (mgal)                       NAVD 88
 DM4365
 DM4365  VERT ORDER      -  SECOND    CLASS I
 DM4365
 DM4365.The horizontal coordinates were scaled from a topographic map and have
 DM4365.an estimated accuracy of +/- 6 seconds.
 DM4365.
 DM4365.The orthometric height was determined by differential leveling and
 DM4365.adjusted in November 2011.
 DM4365
 DM4365.The dynamic height is computed by dividing the NAVD 88
 DM4365.geopotential number by the normal gravity value computed on the
 DM4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4365.degrees latitude (g = 980.6199 gals.).
 DM4365
 DM4365.The modeled gravity was interpolated from observed gravity values.
 DM4365
 DM4365;                    North         East    Units  Estimated Accuracy
 DM4365;SPC MN S     -   324,450.      664,720.      MT  (+/- 180 meters Scaled)
 DM4365
 DM4365                          SUPERSEDED SURVEY CONTROL
 DM4365
 DM4365  NAVD 88 (02/23/11)  312.772  (m)         1026.15   (f) SUPERSEDED  2 1
 DM4365
 DM4365.Superseded values are not recommended for survey control.
 DM4365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4365.See file dsdata.txt to determine how the superseded data were derived.
 DM4365
 DM4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK859873(NAD 83)
 DM4365
 DM4365_MARKER: DB = BENCH MARK DISK
 DM4365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4365_STAMPING: 1206 D 1947
 DM4365_MARK LOGO: MNHD  
 DM4365_PROJECTION: FLUSH
 DM4365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4365+STABILITY: SURFACE MOTION
 DM4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4365+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DM4365
 DM4365  HISTORY     - Date     Condition        Report By
 DM4365  HISTORY     - 1947     MONUMENTED       MNHD
 DM4365  HISTORY     - 20060911 GOOD             MNDT
 DM4365
 DM4365                          STATION DESCRIPTION
 DM4365
 DM4365'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4365'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF
 DM4365'GRACELOCK, 4.5 MI (7.2 KM) NORTH OF MONTEVIDEO AND 4.2 MI (6.8 KM)
 DM4365'EAST OF WATSON.
 DM4365' 
 DM4365'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) NORTH OF MONTEVIDEO, 74 FT
 DM4365'(22.6 M) EAST OF TRUNK HIGHWAY 29, AT TRUNK HIGHWAY 29 STATION 312+00
 DM4365'AT TRUNK HIGHWAY 29 MILE POINT 5.30, 91.7 FT (28.0 M) NORTH OF 10TH
 DM4365'STREET SOUTHWEST, 60 FT (18.3 M) SOUTH OF DRIVEWAY 190, 57.1 FT (17.4
 DM4365'M) NORTH-NORTHEAST OF CABLE PEDESTAL, 1.0 FT (0.3 M) SOUTH OF A
 DM4365'WITNESS POST.  S POST.  S POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4364 ***********************************************************************
 DM4364  DESIGNATION -  1206 E
 DM4364  PID         -  DM4364
 DM4364  STATE/COUNTY-  MN/CHIPPEWA
 DM4364  COUNTRY     -  US
 DM4364  USGS QUAD   -  GRACELOCK SW (1958)
 DM4364
 DM4364                         *CURRENT SURVEY CONTROL
 DM4364  ______________________________________________________________________
 DM4364* NAD 83(1986) POSITION- 45 01 16.     (N) 095 42 59.     (W)   SCALED    
 DM4364* NAVD 88 ORTHO HEIGHT -   311.252  (meters)    1021.17  (feet) ADJUSTED  
 DM4364  ______________________________________________________________________
 DM4364  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4364  DYNAMIC HEIGHT  -        311.230 (meters)     1021.09  (feet) COMP
 DM4364  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 DM4364
 DM4364  VERT ORDER      -  SECOND    CLASS I
 DM4364
 DM4364.The horizontal coordinates were scaled from a topographic map and have
 DM4364.an estimated accuracy of +/- 6 seconds.
 DM4364.
 DM4364.The orthometric height was determined by differential leveling and
 DM4364.adjusted in November 2011.
 DM4364
 DM4364.The dynamic height is computed by dividing the NAVD 88
 DM4364.geopotential number by the normal gravity value computed on the
 DM4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4364.degrees latitude (g = 980.6199 gals.).
 DM4364
 DM4364.The modeled gravity was interpolated from observed gravity values.
 DM4364
 DM4364;                    North         East    Units  Estimated Accuracy
 DM4364;SPC MN S     -   325,990.      664,730.      MT  (+/- 180 meters Scaled)
 DM4364
 DM4364                          SUPERSEDED SURVEY CONTROL
 DM4364
 DM4364  NAVD 88 (02/23/11)  311.275  (m)         1021.24   (f) SUPERSEDED  2 1
 DM4364
 DM4364.Superseded values are not recommended for survey control.
 DM4364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4364.See file dsdata.txt to determine how the superseded data were derived.
 DM4364
 DM4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK859888(NAD 83)
 DM4364
 DM4364_MARKER: DB = BENCH MARK DISK
 DM4364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4364_STAMPING: 1206 E 1947
 DM4364_MARK LOGO: MNHD  
 DM4364_PROJECTION: FLUSH
 DM4364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4364+STABILITY: SURFACE MOTION
 DM4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4364+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DM4364
 DM4364  HISTORY     - Date     Condition        Report By
 DM4364  HISTORY     - 1947     MONUMENTED       MNHD
 DM4364  HISTORY     - 20060911 GOOD             MNDT
 DM4364
 DM4364                          STATION DESCRIPTION
 DM4364
 DM4364'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4364'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DM4364'GRACELOCK, 5.4 MI (8.7 KM) NORTH OF MONTEVIDEO AND 4.2 MI (6.8 KM)
 DM4364'EAST OF WATSON.
 DM4364' 
 DM4364'TO REACH TO THE MARK GO 4.5 MI (7.2 KM) NORTH OF MONTEVIDEO, 74 FT
 DM4364'(22.6 M) EAST OF TRUNK HIGHWAY 29, AT TRUNK HIGHWAY 29 STATION 363+03
 DM4364'AT TRUNK HIGHWAY 29 MILE POINT 6.30, 135 FT (41.1 M) SOUTH OF FIRST
 DM4364'STREET WEST, 0.3 FT (9 CM) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3818 ***********************************************************************
 DM3818  DESIGNATION -  1206 L
 DM3818  PID         -  DM3818
 DM3818  STATE/COUNTY-  MN/CHIPPEWA
 DM3818  COUNTRY     -  US
 DM3818  USGS QUAD   -  MONTEVIDEO (1994)
 DM3818
 DM3818                         *CURRENT SURVEY CONTROL
 DM3818  ______________________________________________________________________
 DM3818* NAD 83(1986) POSITION- 44 57 04.0    (N) 095 43 21.9    (W)   HD_HELD2  
 DM3818* NAVD 88 ORTHO HEIGHT -   311.359  (meters)    1021.52  (feet) ADJUSTED  
 DM3818  ______________________________________________________________________
 DM3818  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM3818  DYNAMIC HEIGHT  -        311.337 (meters)     1021.44  (feet) COMP
 DM3818  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DM3818
 DM3818  VERT ORDER      -  SECOND    CLASS I
 DM3818
 DM3818.The horizontal coordinates were established by autonomous hand held GPS
 DM3818.observations and have an estimated accuracy of +/- 10 meters.
 DM3818.
 DM3818.The orthometric height was determined by differential leveling and
 DM3818.adjusted in November 2011.
 DM3818
 DM3818.Photographs are available for this station.
 DM3818
 DM3818.The dynamic height is computed by dividing the NAVD 88
 DM3818.geopotential number by the normal gravity value computed on the
 DM3818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3818.degrees latitude (g = 980.6199 gals.).
 DM3818
 DM3818.The modeled gravity was interpolated from observed gravity values.
 DM3818
 DM3818;                    North         East    Units  Estimated Accuracy
 DM3818;SPC MN S     -   318,226.      664,068.      MT  (+/- 10 meters HH2 GPS)
 DM3818
 DM3818                          SUPERSEDED SURVEY CONTROL
 DM3818
 DM3818  NAVD 88 (02/23/11)  311.393  (m)         1021.63   (f) SUPERSEDED  2 1
 DM3818
 DM3818.Superseded values are not recommended for survey control.
 DM3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3818.See file dsdata.txt to determine how the superseded data were derived.
 DM3818
 DM3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8522281126(NAD 83)
 DM3818
 DM3818_MARKER: DD = SURVEY DISK
 DM3818_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3818_SP_SET: SET IN RETAINING WALL
 DM3818_STAMPING: 1206 L 2005
 DM3818_MARK LOGO: MNDT  
 DM3818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3818+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 DM3818
 DM3818  HISTORY     - Date     Condition        Report By
 DM3818  HISTORY     - 20051007 MONUMENTED       MNDT
 DM3818  HISTORY     - 20060214 GOOD             MNDT
 DM3818  HISTORY     - 20060911 GOOD             MNDT
 DM3818
 DM3818                          STATION DESCRIPTION
 DM3818
 DM3818'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM3818'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF GRACELOCK, 5.6
 DM3818'MI (9.0 KM) SOUTHEAST OF WATSON AND IN THE TOWN OF MONTEVIDEO,
 DM3818'MINNESOTA.
 DM3818' 
 DM3818'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DM3818'HIGHWAY 29 NORTH IN MONTEVIDEO, GO 0.20 MI (0.3 KM) WEST ALONG TRUNK
 DM3818'HIGHWAY 7 TO MILE POINT 73.70, THENCE 0.15 MI (0.2 KM) WEST ON
 DM3818'WASHINGTON AVENUE, THENCE 0.05 MI (0.1 KM) SOUTH ON THIRD STREET NORTH
 DM3818'OVER THE TRUNK HIGHWAY 7/29/WASHINGTON AVENUE OVERPASS AND THE MARK ON
 DM3818'THE LEFT.
 DM3818' 
 DM3818'THE MARK IS FOUND ATOP THE BRIDGE BARRIER-TO-BRIDGE RAIL TRANSITION OF
 DM3818'THE SOUTHEAST CORNER OF THE THIRD STREET NORTH BRIDGE NUMBER 9113,
 DM3818'25.9 FT (7.9 M) EAST OF THIRD STREET NORTH.
 DM3818
 DM3818                          STATION RECOVERY (2006)
 DM3818
 DM3818'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DM3818'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4359 ***********************************************************************
 DM4359  DESIGNATION -  1206 M
 DM4359  PID         -  DM4359
 DM4359  STATE/COUNTY-  MN/CHIPPEWA
 DM4359  COUNTRY     -  US
 DM4359  USGS QUAD   -  GRACELOCK SW (1958)
 DM4359
 DM4359                         *CURRENT SURVEY CONTROL
 DM4359  ______________________________________________________________________
 DM4359* NAD 83(1986) POSITION- 45 05 38.     (N) 095 43 00.     (W)   SCALED    
 DM4359* NAVD 88 ORTHO HEIGHT -   312.287  (meters)    1024.56  (feet) ADJUSTED  
 DM4359  ______________________________________________________________________
 DM4359  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM4359  DYNAMIC HEIGHT  -        312.266 (meters)     1024.49  (feet) COMP
 DM4359  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DM4359
 DM4359  VERT ORDER      -  SECOND    CLASS I
 DM4359
 DM4359.The horizontal coordinates were scaled from a topographic map and have
 DM4359.an estimated accuracy of +/- 6 seconds.
 DM4359.
 DM4359.The orthometric height was determined by differential leveling and
 DM4359.adjusted in November 2011.
 DM4359
 DM4359.The dynamic height is computed by dividing the NAVD 88
 DM4359.geopotential number by the normal gravity value computed on the
 DM4359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4359.degrees latitude (g = 980.6199 gals.).
 DM4359
 DM4359.The modeled gravity was interpolated from observed gravity values.
 DM4359
 DM4359;                    North         East    Units  Estimated Accuracy
 DM4359;SPC MN S     -   334,080.      664,880.      MT  (+/- 180 meters Scaled)
 DM4359
 DM4359                          SUPERSEDED SURVEY CONTROL
 DM4359
 DM4359  NAVD 88 (02/23/11)  312.299  (m)         1024.60   (f) SUPERSEDED  2 1
 DM4359
 DM4359.Superseded values are not recommended for survey control.
 DM4359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4359.See file dsdata.txt to determine how the superseded data were derived.
 DM4359
 DM4359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK862969(NAD 83)
 DM4359
 DM4359_MARKER: DD = SURVEY DISK
 DM4359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4359_STAMPING: 1206 M 2006
 DM4359_MARK LOGO: MNDT  
 DM4359_PROJECTION: FLUSH
 DM4359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4359+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4359_ROD/PIPE-DEPTH:  6.1 meters
 DM4359
 DM4359  HISTORY     - Date     Condition        Report By
 DM4359  HISTORY     - 2006     MONUMENTED       MNDT
 DM4359
 DM4359                          STATION DESCRIPTION
 DM4359
 DM4359'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4359'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DM4359'GRACELOCK, 7.1 MI (11.4 KM) NORTHEAST OF WATSON AND 4.3 MI (6.9 KM)
 DM4359'SOUTHEAST OF BIG BEND CITY.
 DM4359' 
 DM4359'TO REACH TO THE MARK GO 9.95 MI (16.0 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4359'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4359'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 11.30, 77.0 FT (23.5 M)
 DM4359'WEST OF TRUNK HIGHWAY 29, 31.0 FT (9.4 M) SOUTH OF 50TH STREET
 DM4359'NORTHWEST, 9.0 FT (2.7 M) WEST OF CABLE BOX NUMBER 110, 1.0 FT (0.3 M)
 DM4359'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4360 ***********************************************************************
 DM4360  DESIGNATION -  1206 N
 DM4360  PID         -  DM4360
 DM4360  STATE/COUNTY-  MN/CHIPPEWA
 DM4360  COUNTRY     -  US
 DM4360  USGS QUAD   -  GRACELOCK SW (1958)
 DM4360
 DM4360                         *CURRENT SURVEY CONTROL
 DM4360  ______________________________________________________________________
 DM4360* NAD 83(1986) POSITION- 45 04 47.     (N) 095 43 00.     (W)   SCALED    
 DM4360* NAVD 88 ORTHO HEIGHT -   315.331  (meters)    1034.55  (feet) ADJUSTED  
 DM4360  ______________________________________________________________________
 DM4360  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM4360  DYNAMIC HEIGHT  -        315.309 (meters)     1034.48  (feet) COMP
 DM4360  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DM4360
 DM4360  VERT ORDER      -  SECOND    CLASS I
 DM4360
 DM4360.The horizontal coordinates were scaled from a topographic map and have
 DM4360.an estimated accuracy of +/- 6 seconds.
 DM4360.
 DM4360.The orthometric height was determined by differential leveling and
 DM4360.adjusted in November 2011.
 DM4360
 DM4360.The dynamic height is computed by dividing the NAVD 88
 DM4360.geopotential number by the normal gravity value computed on the
 DM4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4360.degrees latitude (g = 980.6199 gals.).
 DM4360
 DM4360.The modeled gravity was interpolated from observed gravity values.
 DM4360
 DM4360;                    North         East    Units  Estimated Accuracy
 DM4360;SPC MN S     -   332,510.      664,850.      MT  (+/- 180 meters Scaled)
 DM4360
 DM4360                          SUPERSEDED SURVEY CONTROL
 DM4360
 DM4360  NAVD 88 (02/23/11)  315.344  (m)         1034.59   (f) SUPERSEDED  2 1
 DM4360
 DM4360.Superseded values are not recommended for survey control.
 DM4360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4360.See file dsdata.txt to determine how the superseded data were derived.
 DM4360
 DM4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK861953(NAD 83)
 DM4360
 DM4360_MARKER: DD = SURVEY DISK
 DM4360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4360_STAMPING: 1206 N 2006
 DM4360_MARK LOGO: MNDT  
 DM4360_PROJECTION: FLUSH
 DM4360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4360+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4360_ROD/PIPE-DEPTH:  7.6 meters
 DM4360
 DM4360  HISTORY     - Date     Condition        Report By
 DM4360  HISTORY     - 2006     MONUMENTED       MNDT
 DM4360
 DM4360                          STATION DESCRIPTION
 DM4360
 DM4360'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4360'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DM4360'GRACELOCK, 6.4 MI (10.3 KM) NORTHEAST OF WATSON AND 5.1 MI (8.2 KM)
 DM4360'SOUTH-SOUTHEAST OF BIG BEND CITY.
 DM4360' 
 DM4360'TO REACH TO THE MARK GO 8.95 MI (14.4 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4360'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4360'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 10.30, 133.0 FT (40.5 M)
 DM4360'NORTH OF COUNTY ROAD 12, 79.0 FT (24.1 M) WEST OF TRUNK HIGHWAY 29,
 DM4360'57.0 FT (17.4 M) SOUTH OF POWER-POLE, 1.0 FT (0.3 M) EAST OF A WITNESS
 DM4360'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4361 ***********************************************************************
 DM4361  DESIGNATION -  1206 P
 DM4361  PID         -  DM4361
 DM4361  STATE/COUNTY-  MN/CHIPPEWA
 DM4361  COUNTRY     -  US
 DM4361  USGS QUAD   -  GRACELOCK SW (1958)
 DM4361
 DM4361                         *CURRENT SURVEY CONTROL
 DM4361  ______________________________________________________________________
 DM4361* NAD 83(1986) POSITION- 45 03 54.     (N) 095 43 00.     (W)   SCALED    
 DM4361* NAVD 88 ORTHO HEIGHT -   315.592  (meters)    1035.40  (feet) ADJUSTED  
 DM4361  ______________________________________________________________________
 DM4361  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4361  DYNAMIC HEIGHT  -        315.570 (meters)     1035.33  (feet) COMP
 DM4361  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 DM4361
 DM4361  VERT ORDER      -  SECOND    CLASS I
 DM4361
 DM4361.The horizontal coordinates were scaled from a topographic map and have
 DM4361.an estimated accuracy of +/- 6 seconds.
 DM4361.
 DM4361.The orthometric height was determined by differential leveling and
 DM4361.adjusted in November 2011.
 DM4361
 DM4361.The dynamic height is computed by dividing the NAVD 88
 DM4361.geopotential number by the normal gravity value computed on the
 DM4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4361.degrees latitude (g = 980.6199 gals.).
 DM4361
 DM4361.The modeled gravity was interpolated from observed gravity values.
 DM4361
 DM4361;                    North         East    Units  Estimated Accuracy
 DM4361;SPC MN S     -   330,870.      664,810.      MT  (+/- 180 meters Scaled)
 DM4361
 DM4361                          SUPERSEDED SURVEY CONTROL
 DM4361
 DM4361  NAVD 88 (02/23/11)  315.608  (m)         1035.46   (f) SUPERSEDED  2 1
 DM4361
 DM4361.Superseded values are not recommended for survey control.
 DM4361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4361.See file dsdata.txt to determine how the superseded data were derived.
 DM4361
 DM4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK861937(NAD 83)
 DM4361
 DM4361_MARKER: DD = SURVEY DISK
 DM4361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4361_STAMPING: 1206 P 2006
 DM4361_MARK LOGO: MNDT  
 DM4361_PROJECTION: FLUSH
 DM4361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4361+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4361_ROD/PIPE-DEPTH:  4.6 meters
 DM4361
 DM4361  HISTORY     - Date     Condition        Report By
 DM4361  HISTORY     - 2006     MONUMENTED       MNDT
 DM4361
 DM4361                          STATION DESCRIPTION
 DM4361
 DM4361'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4361'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF GRACELOCK, 6.0
 DM4361'MI (9.7 KM) SOUTH-SOUTHEAST OF BIG BEND CITY AND 5.6 MI (9.0 KM)
 DM4361'NORTHEAST OF WATSON.
 DM4361' 
 DM4361'TO REACH TO THE MARK GO 7.90 MI (12.7 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4361'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4361'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 9.30, 75 FT (22.9 M) WEST
 DM4361'OF TRUNK HIGHWAY 29, 37 FT (11.3 M) NORTH OF 30TH STREET NORTHWEST,
 DM4361'9.0 FT (2.7 M) NORTH OF CABLE BOX NUMBER 643, 1.0 FT (0.3 M) WEST OF A
 DM4361'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4362 ***********************************************************************
 DM4362  DESIGNATION -  1206 Q
 DM4362  PID         -  DM4362
 DM4362  STATE/COUNTY-  MN/CHIPPEWA
 DM4362  COUNTRY     -  US
 DM4362  USGS QUAD   -  GRACELOCK SW (1958)
 DM4362
 DM4362                         *CURRENT SURVEY CONTROL
 DM4362  ______________________________________________________________________
 DM4362* NAD 83(1986) POSITION- 45 03 02.     (N) 095 42 59.     (W)   SCALED    
 DM4362* NAVD 88 ORTHO HEIGHT -   313.125  (meters)    1027.31  (feet) ADJUSTED  
 DM4362  ______________________________________________________________________
 DM4362  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4362  DYNAMIC HEIGHT  -        313.103 (meters)     1027.24  (feet) COMP
 DM4362  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DM4362
 DM4362  VERT ORDER      -  SECOND    CLASS I
 DM4362
 DM4362.The horizontal coordinates were scaled from a topographic map and have
 DM4362.an estimated accuracy of +/- 6 seconds.
 DM4362.
 DM4362.The orthometric height was determined by differential leveling and
 DM4362.adjusted in November 2011.
 DM4362
 DM4362.The dynamic height is computed by dividing the NAVD 88
 DM4362.geopotential number by the normal gravity value computed on the
 DM4362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4362.degrees latitude (g = 980.6199 gals.).
 DM4362
 DM4362.The modeled gravity was interpolated from observed gravity values.
 DM4362
 DM4362;                    North         East    Units  Estimated Accuracy
 DM4362;SPC MN S     -   329,260.      664,800.      MT  (+/- 180 meters Scaled)
 DM4362
 DM4362                          SUPERSEDED SURVEY CONTROL
 DM4362
 DM4362  NAVD 88 (02/23/11)  313.143  (m)         1027.37   (f) SUPERSEDED  2 1
 DM4362
 DM4362.Superseded values are not recommended for survey control.
 DM4362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4362.See file dsdata.txt to determine how the superseded data were derived.
 DM4362
 DM4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK860921(NAD 83)
 DM4362
 DM4362_MARKER: DD = SURVEY DISK
 DM4362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4362_STAMPING: 1206 Q 2006
 DM4362_MARK LOGO: MNDT  
 DM4362_PROJECTION: FLUSH
 DM4362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4362+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4362_ROD/PIPE-DEPTH:  4.6 meters
 DM4362
 DM4362  HISTORY     - Date     Condition        Report By
 DM4362  HISTORY     - 2006     MONUMENTED       MNDT
 DM4362
 DM4362                          STATION DESCRIPTION
 DM4362
 DM4362'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4362'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF BIG
 DM4362'BEND CITY, 6.7 MI (10.8 KM) WEST OF GRACELOCK AND 5.0 MI (8.0 KM)
 DM4362'NORTHEAST OF WATSON.
 DM4362' 
 DM4362'TO REACH TO THE MARK GO 7.0 MI (11.3 KM) NORTH OF MONTEVIDEO, 6.90 MI
 DM4362'(11.1 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM THE JUNCTION OF TRUNK
 DM4362'HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE
 DM4362'POINT 8.30, 106 FT (32.3 M) EAST OF TRUNK HIGHWAY 29, 30 FT (9.1 M)
 DM4362'SOUTH OF 20TH STREET SOUTHWEST, 22.0 FT (6.7 M) EAST-NORTHEAST OF
 DM4362'POWER-POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4363 ***********************************************************************
 DM4363  DESIGNATION -  1206 R
 DM4363  PID         -  DM4363
 DM4363  STATE/COUNTY-  MN/CHIPPEWA
 DM4363  COUNTRY     -  US
 DM4363  USGS QUAD   -  GRACELOCK SW (1958)
 DM4363
 DM4363                         *CURRENT SURVEY CONTROL
 DM4363  ______________________________________________________________________
 DM4363* NAD 83(1986) POSITION- 45 02 08.     (N) 095 42 59.     (W)   SCALED    
 DM4363* NAVD 88 ORTHO HEIGHT -   309.757  (meters)    1016.26  (feet) ADJUSTED  
 DM4363  ______________________________________________________________________
 DM4363  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4363  DYNAMIC HEIGHT  -        309.735 (meters)     1016.19  (feet) COMP
 DM4363  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DM4363
 DM4363  VERT ORDER      -  SECOND    CLASS I
 DM4363
 DM4363.The horizontal coordinates were scaled from a topographic map and have
 DM4363.an estimated accuracy of +/- 6 seconds.
 DM4363.
 DM4363.The orthometric height was determined by differential leveling and
 DM4363.adjusted in November 2011.
 DM4363
 DM4363.The dynamic height is computed by dividing the NAVD 88
 DM4363.geopotential number by the normal gravity value computed on the
 DM4363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4363.degrees latitude (g = 980.6199 gals.).
 DM4363
 DM4363.The modeled gravity was interpolated from observed gravity values.
 DM4363
 DM4363;                    North         East    Units  Estimated Accuracy
 DM4363;SPC MN S     -   327,600.      664,770.      MT  (+/- 180 meters Scaled)
 DM4363
 DM4363                          SUPERSEDED SURVEY CONTROL
 DM4363
 DM4363  NAVD 88 (02/23/11)  309.777  (m)         1016.33   (f) SUPERSEDED  2 1
 DM4363
 DM4363.Superseded values are not recommended for survey control.
 DM4363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4363.See file dsdata.txt to determine how the superseded data were derived.
 DM4363
 DM4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK860904(NAD 83)
 DM4363
 DM4363_MARKER: DV = VERTICAL CONTROL DISK
 DM4363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4363_SP_SET: SET IN BRIDGE WING WALL
 DM4363_STAMPING: 1206 R 2006
 DM4363_MARK LOGO: MNDT  
 DM4363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4363+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4363
 DM4363  HISTORY     - Date     Condition        Report By
 DM4363  HISTORY     - 2006     MONUMENTED       MNDT
 DM4363
 DM4363                          STATION DESCRIPTION
 DM4363
 DM4363'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4363'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF GRACELOCK, 6.4
 DM4363'MI (10.3 KM) NORTH OF MONTEVIDEO AND 4.5 MI (7.2 KM) EAST-NORTHEAST OF
 DM4363'WATSON.
 DM4363' 
 DM4363'TO REACH TO THE MARK GO 6.0 MI (9.7 KM) NORTH OF MONTEVIDEO, IN
 DM4363'ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 29 BRIDGE NUMBER 6441
 DM4363'OVER THE DITCH, 5.90 MI (9.5 KM) NORTH ALONG TRUNK HIGHWAY 29 FROM THE
 DM4363'JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN MONTEVIDEO, AT
 DM4363'TRUNK HIGHWAY 29 MILE POINT 7.30, 26 FT (7.9 M) EAST OF TRUNK HIGHWAY
 DM4363'29, 179 FT (54.6 M) SOUTH OF 10TH SW STREET NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4366 ***********************************************************************
 DM4366  DESIGNATION -  1206 S
 DM4366  PID         -  DM4366
 DM4366  STATE/COUNTY-  MN/CHIPPEWA
 DM4366  COUNTRY     -  US
 DM4366  USGS QUAD   -  MONTEVIDEO (1994)
 DM4366
 DM4366                         *CURRENT SURVEY CONTROL
 DM4366  ______________________________________________________________________
 DM4366* NAD 83(1986) POSITION- 44 59 34.     (N) 095 42 58.     (W)   SCALED    
 DM4366* NAVD 88 ORTHO HEIGHT -   314.998  (meters)    1033.46  (feet) ADJUSTED  
 DM4366  ______________________________________________________________________
 DM4366  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4366  DYNAMIC HEIGHT  -        314.977 (meters)     1033.39  (feet) COMP
 DM4366  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 DM4366
 DM4366  VERT ORDER      -  SECOND    CLASS I
 DM4366
 DM4366.The horizontal coordinates were scaled from a topographic map and have
 DM4366.an estimated accuracy of +/- 6 seconds.
 DM4366.
 DM4366.The orthometric height was determined by differential leveling and
 DM4366.adjusted in November 2011.
 DM4366
 DM4366.The dynamic height is computed by dividing the NAVD 88
 DM4366.geopotential number by the normal gravity value computed on the
 DM4366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4366.degrees latitude (g = 980.6199 gals.).
 DM4366
 DM4366.The modeled gravity was interpolated from observed gravity values.
 DM4366
 DM4366;                    North         East    Units  Estimated Accuracy
 DM4366;SPC MN S     -   322,850.      664,690.      MT  (+/- 180 meters Scaled)
 DM4366
 DM4366                          SUPERSEDED SURVEY CONTROL
 DM4366
 DM4366  NAVD 88 (02/23/11)  315.025  (m)         1033.54   (f) SUPERSEDED  2 1
 DM4366
 DM4366.Superseded values are not recommended for survey control.
 DM4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4366.See file dsdata.txt to determine how the superseded data were derived.
 DM4366
 DM4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK859857(NAD 83)
 DM4366
 DM4366_MARKER: DD = SURVEY DISK
 DM4366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4366_STAMPING: 1206 S 2006
 DM4366_MARK LOGO: MNDT  
 DM4366_PROJECTION: RECESSED 5 CENTIMETERS
 DM4366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4366+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4366_ROD/PIPE-DEPTH:  4.6 meters
 DM4366
 DM4366  HISTORY     - Date     Condition        Report By
 DM4366  HISTORY     - 2006     MONUMENTED       MNDT
 DM4366
 DM4366                          STATION DESCRIPTION
 DM4366
 DM4366'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4366'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF
 DM4366'GRACELOCK, 4.3 MI (6.9 KM) EAST-SOUTHEAST OF WATSON AND 3.5 MI (5.6
 DM4366'KM) NORTH OF MONTEVIDEO.
 DM4366' 
 DM4366'TO REACH TO THE MARK GO 2.90 MI (4.7 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4366'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4366'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 4.30, 75 FT (22.9 M) EAST
 DM4366'OF TRUNK HIGHWAY 29, 76 FT (23.2 M) NORTH OF COUNTY ROAD 36, 9.0 FT
 DM4366'(2.7 M) NORTH OF CABLE BOX NUMBER 0601, 1.0 FT (0.3 M) WEST OF A
 DM4366'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4368 ***********************************************************************
 DM4368  DESIGNATION -  1206 T
 DM4368  PID         -  DM4368
 DM4368  STATE/COUNTY-  MN/CHIPPEWA
 DM4368  COUNTRY     -  US
 DM4368  USGS QUAD   -  MONTEVIDEO (1994)
 DM4368
 DM4368                         *CURRENT SURVEY CONTROL
 DM4368  ______________________________________________________________________
 DM4368* NAD 83(1986) POSITION- 44 58 11.     (N) 095 42 58.     (W)   SCALED    
 DM4368* NAVD 88 ORTHO HEIGHT -   314.253  (meters)    1031.01  (feet) ADJUSTED  
 DM4368  ______________________________________________________________________
 DM4368  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM4368  DYNAMIC HEIGHT  -        314.232 (meters)     1030.94  (feet) COMP
 DM4368  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DM4368
 DM4368  VERT ORDER      -  SECOND    CLASS I
 DM4368
 DM4368.The horizontal coordinates were scaled from a topographic map and have
 DM4368.an estimated accuracy of +/- 6 seconds.
 DM4368.
 DM4368.The orthometric height was determined by differential leveling and
 DM4368.adjusted in November 2011.
 DM4368
 DM4368.The dynamic height is computed by dividing the NAVD 88
 DM4368.geopotential number by the normal gravity value computed on the
 DM4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4368.degrees latitude (g = 980.6199 gals.).
 DM4368
 DM4368.The modeled gravity was interpolated from observed gravity values.
 DM4368
 DM4368;                    North         East    Units  Estimated Accuracy
 DM4368;SPC MN S     -   320,280.      664,640.      MT  (+/- 180 meters Scaled)
 DM4368
 DM4368                          SUPERSEDED SURVEY CONTROL
 DM4368
 DM4368  NAVD 88 (02/23/11)  314.284  (m)         1031.11   (f) SUPERSEDED  2 1
 DM4368
 DM4368.Superseded values are not recommended for survey control.
 DM4368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4368.See file dsdata.txt to determine how the superseded data were derived.
 DM4368
 DM4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK858831(NAD 83)
 DM4368
 DM4368_MARKER: DD = SURVEY DISK
 DM4368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4368_STAMPING: 1206 T 2006
 DM4368_MARK LOGO: MNDT  
 DM4368_PROJECTION: RECESSED 5 CENTIMETERS
 DM4368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4368+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4368_ROD/PIPE-DEPTH:  6.1 meters
 DM4368
 DM4368  HISTORY     - Date     Condition        Report By
 DM4368  HISTORY     - 2006     MONUMENTED       MNDT
 DM4368
 DM4368                          STATION DESCRIPTION
 DM4368
 DM4368'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4368'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF GRACELOCK,
 DM4368'5.0 MI (8.0 KM) EAST-SOUTHEAST OF WATSON AND 1.9 MI (3.1 KM) NORTH OF
 DM4368'MONTEVIDEO.
 DM4368' 
 DM4368'TO REACH TO THE MARK GO 1.20 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4368'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4368'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 2.70, 83.6 FT (25.5 M) EAST
 DM4368'OF TRUNK HIGHWAY 29, 63.0 FT (19.2 M) SOUTH OF AIRPORT ROAD, 7.0 FT
 DM4368'(2.1 M) SOUTHWEST OF MONTEVIDEO AIRPORT SIGN, 7.0 FT (2.1 M) SOUTHWEST
 DM4368'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4369 ***********************************************************************
 DM4369  DESIGNATION -  1206 U
 DM4369  PID         -  DM4369
 DM4369  STATE/COUNTY-  MN/CHIPPEWA
 DM4369  COUNTRY     -  US
 DM4369  USGS QUAD   -  MONTEVIDEO (1994)
 DM4369
 DM4369                         *CURRENT SURVEY CONTROL
 DM4369  ______________________________________________________________________
 DM4369* NAD 83(1986) POSITION- 44 57 27.     (N) 095 43 00.     (W)   SCALED    
 DM4369* NAVD 88 ORTHO HEIGHT -   313.161  (meters)    1027.43  (feet) ADJUSTED  
 DM4369  ______________________________________________________________________
 DM4369  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM4369  DYNAMIC HEIGHT  -        313.139 (meters)     1027.36  (feet) COMP
 DM4369  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 DM4369
 DM4369  VERT ORDER      -  SECOND    CLASS I
 DM4369
 DM4369.The horizontal coordinates were scaled from a topographic map and have
 DM4369.an estimated accuracy of +/- 6 seconds.
 DM4369.
 DM4369.The orthometric height was determined by differential leveling and
 DM4369.adjusted in November 2011.
 DM4369
 DM4369.The dynamic height is computed by dividing the NAVD 88
 DM4369.geopotential number by the normal gravity value computed on the
 DM4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4369.degrees latitude (g = 980.6199 gals.).
 DM4369
 DM4369.The modeled gravity was interpolated from observed gravity values.
 DM4369
 DM4369;                    North         East    Units  Estimated Accuracy
 DM4369;SPC MN S     -   318,930.      664,560.      MT  (+/- 180 meters Scaled)
 DM4369
 DM4369                          SUPERSEDED SURVEY CONTROL
 DM4369
 DM4369  NAVD 88 (02/23/11)  313.193  (m)         1027.53   (f) SUPERSEDED  2 1
 DM4369
 DM4369.Superseded values are not recommended for survey control.
 DM4369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4369.See file dsdata.txt to determine how the superseded data were derived.
 DM4369
 DM4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK857818(NAD 83)
 DM4369
 DM4369_MARKER: DD = SURVEY DISK
 DM4369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DM4369_SP_SET: SET IN CONCRETE BASE
 DM4369_STAMPING: 1206 U 2006
 DM4369_MARK LOGO: MNDT  
 DM4369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4369+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4369
 DM4369  HISTORY     - Date     Condition        Report By
 DM4369  HISTORY     - 2006     MONUMENTED       MNDT
 DM4369
 DM4369                          STATION DESCRIPTION
 DM4369
 DM4369'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4369'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF GRACELOCK,
 DM4369'5.5 MI (8.8 KM) SOUTHEAST OF WATSON AND 1.1 MI (1.8 KM)
 DM4369'NORTH-NORTHEAST OF MONTEVIDEO.
 DM4369' 
 DM4369'TO REACH TO THE MARK IN MONTEVIDEO, IN CONCRETE BASE IN SOUTHEAST
 DM4369'CORNER OF CASEY GAS SIGN, 0.40 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY
 DM4369'29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 7 IN
 DM4369'MONTEVIDEO, AT TRUNK HIGHWAY 29 MILE POINT 1.90, 45.6 FT (13.9 M) EAST
 DM4369'OF TRUNK HIGHWAY 29.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AA6226 ***********************************************************************
 AA6226  DESIGNATION -  1207 G
 AA6226  PID         -  AA6226
 AA6226  STATE/COUNTY-  MN/CHIPPEWA
 AA6226  COUNTRY     -  US
 AA6226  USGS QUAD   -  GRACELOCK (1979)
 AA6226
 AA6226                         *CURRENT SURVEY CONTROL
 AA6226  ______________________________________________________________________
 AA6226* NAD 83(2007) POSITION- 45 06 29.38439(N) 095 35 42.10595(W)   ADJUSTED  
 AA6226* NAD 83(2007) ELLIP HT-   287.256 (meters)        (02/10/07)   ADJUSTED
 AA6226* NAD 83(2007) EPOCH   -  2002.00
 AA6226* NAVD 88 ORTHO HEIGHT -   313.642  (meters)    1029.01  (feet) ADJUSTED  
 AA6226  ______________________________________________________________________
 AA6226  NAD 83(2007) X  -   -439,639.866 (meters)                     COMP
 AA6226  NAD 83(2007) Y  - -4,487,803.040 (meters)                     COMP
 AA6226  NAD 83(2007) Z  -  4,496,043.581 (meters)                     COMP
 AA6226  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC09
 AA6226  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 AA6226  DYNAMIC HEIGHT  -        313.621 (meters)     1028.94  (feet) COMP
 AA6226  MODELED GRAVITY -    980,540.8   (mgal)                       NAVD 88
 AA6226
 AA6226  VERT ORDER      -  SECOND    CLASS I
 AA6226
 AA6226  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AA6226  Type                                         Horiz  Ellip  Dist(km)
 AA6226  -------------------------------------------------------------------
 AA6226  NETWORK                                       0.72   0.80
 AA6226  -------------------------------------------------------------------
 AA6226  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.65   0.71      9.59
 AA6226  -------------------------------------------------------------------
 AA6226  NOTE: Click here for information on individual local accuracy
 AA6226  values and other accuracy information.
 AA6226
 AA6226
 AA6226.The horizontal coordinates were established by GPS observations
 AA6226.and adjusted by the National Geodetic Survey in February 2007.
 AA6226
 AA6226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AA6226.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA6226
 AA6226.The horizontal coordinates are valid at the epoch date displayed above
 AA6226.which is a decimal equivalence of Year/Month/Day.
 AA6226
 AA6226.The orthometric height was determined by differential leveling and
 AA6226.adjusted in November 2011.
 AA6226
 AA6226.Photographs are available for this station.
 AA6226
 AA6226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6226
 AA6226.The Laplace correction was computed from DEFLEC09 derived deflections.
 AA6226
 AA6226.The ellipsoidal height was determined by GPS observations
 AA6226.and is referenced to NAD 83.
 AA6226
 AA6226.The dynamic height is computed by dividing the NAVD 88
 AA6226.geopotential number by the normal gravity value computed on the
 AA6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA6226.degrees latitude (g = 980.6199 gals.).
 AA6226
 AA6226.The modeled gravity was interpolated from observed gravity values.
 AA6226
 AA6226. The following values were computed from the NAD 83(2007) position.
 AA6226
 AA6226;                    North         East     Units Scale Factor Converg.
 AA6226;SPC MN S     -   335,471.402   674,484.534   MT  0.99997810   -1 07 04.8
 AA6226;SPC MN S     - 1,100,625.76  2,212,871.34   sFT  0.99997810   -1 07 04.8
 AA6226;UTM  15      - 4,998,242.219   295,857.331   MT  1.00011245   -1 50 20.6
 AA6226
 AA6226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6226!SPC MN S     -   0.99995496  x   0.99997810  =   0.99993307
 AA6226!UTM  15      -   0.99995496  x   1.00011245  =   1.00006741
 AA6226
 AA6226                          SUPERSEDED SURVEY CONTROL
 AA6226
 AA6226  NAD 83(1996)-  45 06 29.38415(N)    095 35 42.10557(W) AD(       ) 1
 AA6226  ELLIP H (03/16/99)  287.282  (m)                       GP(       ) 4 1
 AA6226  NAD 83(1996)-  45 06 29.38359(N)    095 35 42.09840(W) AD(       ) 1
 AA6226  NAD 83(1986)-  45 06 29.38384(N)    095 35 42.09722(W) AD(       ) 1
 AA6226  NAVD 88 (02/23/11)  313.645  (m)         1029.02   (f) SUPERSEDED  2 1
 AA6226  NAVD 88 (07/28/95)  313.6    (m)  GEOID93 model used   GPS OBS        
 AA6226
 AA6226.Superseded values are not recommended for survey control.
 AA6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6226.See file dsdata.txt to determine how the superseded data were derived.
 AA6226
 AA6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9585798242(NAD 83)
 AA6226
 AA6226_MARKER: DB = BENCH MARK DISK
 AA6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6226_STAMPING: 1207 G 1993
 AA6226_MARK LOGO: MNHD  
 AA6226_PROJECTION: FLUSH
 AA6226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6226+STABILITY: SURFACE MOTION
 AA6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6226+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 AA6226
 AA6226  HISTORY     - Date     Condition        Report By
 AA6226  HISTORY     - 1947     MONUMENTED       MNDT
 AA6226  HISTORY     - 19931014 GOOD             MNDT
 AA6226  HISTORY     - 20060829 GOOD             MNDT
 AA6226
 AA6226                          STATION DESCRIPTION
 AA6226
 AA6226'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AA6226'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  THE MARK IS
 AA6226'LOCATED 15.25 MI (24.54 KM) EAST OF MILAN, AT THE JCT OF TH 40 AND TH
 AA6226'29, AT TH 29 MP 18.35, 74.5 FT (22.7 M) SOUTH OF TH 40, 130.5 FT (39.8
 AA6226'M) WEST OF CO RD 6, 22.5 FT (6.9 M) NORTH OF A DIRT RD, 8.8 FT (2.7 M)
 AA6226'EAST OF TEL CABLE PEDESTAL NO 1709, 0.3 FT (0.1 M) NORTH OF A R/W
 AA6226'POST, AND 2.0 FT (0.6 M) WEST OF A WIT POST.
 AA6226
 AA6226                          STATION RECOVERY (2006)
 AA6226
 AA6226'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AA6226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4358 ***********************************************************************
 DM4358  DESIGNATION -  1207 H
 DM4358  PID         -  DM4358
 DM4358  STATE/COUNTY-  MN/CHIPPEWA
 DM4358  COUNTRY     -  US
 DM4358  USGS QUAD   -  GRACELOCK SW (1958)
 DM4358
 DM4358                         *CURRENT SURVEY CONTROL
 DM4358  ______________________________________________________________________
 DM4358* NAD 83(1986) POSITION- 45 06 31.     (N) 095 41 47.     (W)   SCALED    
 DM4358* NAVD 88 ORTHO HEIGHT -   310.393  (meters)    1018.35  (feet) ADJUSTED  
 DM4358  ______________________________________________________________________
 DM4358  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 DM4358  DYNAMIC HEIGHT  -        310.373 (meters)     1018.28  (feet) COMP
 DM4358  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DM4358
 DM4358  VERT ORDER      -  SECOND    CLASS I
 DM4358
 DM4358.The horizontal coordinates were scaled from a topographic map and have
 DM4358.an estimated accuracy of +/- 6 seconds.
 DM4358.
 DM4358.The orthometric height was determined by differential leveling and
 DM4358.adjusted in November 2011.
 DM4358
 DM4358.The dynamic height is computed by dividing the NAVD 88
 DM4358.geopotential number by the normal gravity value computed on the
 DM4358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4358.degrees latitude (g = 980.6199 gals.).
 DM4358
 DM4358.The modeled gravity was interpolated from observed gravity values.
 DM4358
 DM4358;                    North         East    Units  Estimated Accuracy
 DM4358;SPC MN S     -   335,680.      666,510.      MT  (+/- 180 meters Scaled)
 DM4358
 DM4358                          SUPERSEDED SURVEY CONTROL
 DM4358
 DM4358  NAVD 88 (02/23/11)  310.402  (m)         1018.38   (f) SUPERSEDED  2 1
 DM4358
 DM4358.Superseded values are not recommended for survey control.
 DM4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4358.See file dsdata.txt to determine how the superseded data were derived.
 DM4358
 DM4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK878985(NAD 83)
 DM4358
 DM4358_MARKER: DD = SURVEY DISK
 DM4358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4358_STAMPING: 1207 H 2006
 DM4358_MARK LOGO: MNDT  
 DM4358_PROJECTION: RECESSED 5 CENTIMETERS
 DM4358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4358+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4358_ROD/PIPE-DEPTH:  6.1 meters
 DM4358
 DM4358  HISTORY     - Date     Condition        Report By
 DM4358  HISTORY     - 2006     MONUMENTED       MNDT
 DM4358
 DM4358                          STATION DESCRIPTION
 DM4358
 DM4358'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4358'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF WATSON, 7.0
 DM4358'MI (11.2 KM) NORTHWEST OF GRACELOCK AND 4.4 MI (7.1 KM) EAST-SOUTHEAST
 DM4358'OF BIG BEND CITY.
 DM4358' 
 DM4358'TO REACH TO THE MARK GO 10.5 MILES EAST OF MILAN, 10.45 MILES EAST
 DM4358'ALONG TRUNK HIGHWAY 40/29 FROM JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK
 DM4358'HIGHWAY 7/59 IN MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 13.25, 70.0
 DM4358'FEET NORTH OF TRUNK HIGHWAY 40/29, 60 FEET WEST OF 50TH AVENUE
 DM4358'NORTHWEST, 24.0 FEET WEST OF POWER-POLE, 1.0 FEET SOUTH OF WITNESS
 DM4358'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4357 ***********************************************************************
 DM4357  DESIGNATION -  1207 J
 DM4357  PID         -  DM4357
 DM4357  STATE/COUNTY-  MN/CHIPPEWA
 DM4357  COUNTRY     -  US
 DM4357  USGS QUAD   -  GRACELOCK SW (1958)
 DM4357
 DM4357                         *CURRENT SURVEY CONTROL
 DM4357  ______________________________________________________________________
 DM4357* NAD 83(1986) POSITION- 45 06 30.     (N) 095 40 32.     (W)   SCALED    
 DM4357* NAVD 88 ORTHO HEIGHT -   311.810  (meters)    1023.00  (feet) ADJUSTED  
 DM4357  ______________________________________________________________________
 DM4357  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 DM4357  DYNAMIC HEIGHT  -        311.790 (meters)     1022.93  (feet) COMP
 DM4357  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DM4357
 DM4357  VERT ORDER      -  SECOND    CLASS I
 DM4357
 DM4357.The horizontal coordinates were scaled from a topographic map and have
 DM4357.an estimated accuracy of +/- 6 seconds.
 DM4357.
 DM4357.The orthometric height was determined by differential leveling and
 DM4357.adjusted in November 2011.
 DM4357
 DM4357.The dynamic height is computed by dividing the NAVD 88
 DM4357.geopotential number by the normal gravity value computed on the
 DM4357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4357.degrees latitude (g = 980.6199 gals.).
 DM4357
 DM4357.The modeled gravity was interpolated from observed gravity values.
 DM4357
 DM4357;                    North         East    Units  Estimated Accuracy
 DM4357;SPC MN S     -   335,620.      668,150.      MT  (+/- 180 meters Scaled)
 DM4357
 DM4357                          SUPERSEDED SURVEY CONTROL
 DM4357
 DM4357  NAVD 88 (02/23/11)  311.817  (m)         1023.02   (f) SUPERSEDED  2 1
 DM4357
 DM4357.Superseded values are not recommended for survey control.
 DM4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4357.See file dsdata.txt to determine how the superseded data were derived.
 DM4357
 DM4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK895984(NAD 83)
 DM4357
 DM4357_MARKER: DD = SURVEY DISK
 DM4357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4357_STAMPING: 1207 J 2006
 DM4357_MARK LOGO: MNDT  
 DM4357_PROJECTION: RECESSED 5 CENTIMETERS
 DM4357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4357+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4357_ROD/PIPE-DEPTH:  4.6 meters
 DM4357
 DM4357  HISTORY     - Date     Condition        Report By
 DM4357  HISTORY     - 2006     MONUMENTED       MNDT
 DM4357
 DM4357                          STATION DESCRIPTION
 DM4357
 DM4357'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4357'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF WATSON, 6.1
 DM4357'MI (9.8 KM) NORTHWEST OF GRACELOCK AND 5.3 MI (8.5 KM) EAST-SOUTHEAST
 DM4357'OF BIG BEND CITY.
 DM4357' 
 DM4357'TO REACH TO THE MARK GO 11.5 MI (18.5 KM) EAST OF MILAN, 11.45 MI
 DM4357'(18.4 KM) EAST ALONG TRUNK HIGHWAY 40/29 FROM THE JUNCTION OF TRUNK
 DM4357'HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN, AT TRUNK HIGHWAY 29/40
 DM4357'MILEPOST 14.25, 55.9 FT (17.0 M) SOUTH OF TRUNK HIGHWAY 49/29, 67.0 FT
 DM4357'(20.4 M) WEST OF 40TH AVENUE NORTHWEST, 1.0 FT (0.3 M) NORTH OF A
 DM4357'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4356 ***********************************************************************
 DM4356  DESIGNATION -  1207 K
 DM4356  PID         -  DM4356
 DM4356  STATE/COUNTY-  MN/CHIPPEWA
 DM4356  COUNTRY     -  US
 DM4356  USGS QUAD   -  GRACELOCK SW (1958)
 DM4356
 DM4356                         *CURRENT SURVEY CONTROL
 DM4356  ______________________________________________________________________
 DM4356* NAD 83(1986) POSITION- 45 06 29.     (N) 095 39 19.     (W)   SCALED    
 DM4356* NAVD 88 ORTHO HEIGHT -   314.048  (meters)    1030.34  (feet) ADJUSTED  
 DM4356  ______________________________________________________________________
 DM4356  GEOID HEIGHT    -        -26.34  (meters)                     GEOID09
 DM4356  DYNAMIC HEIGHT  -        314.027 (meters)     1030.27  (feet) COMP
 DM4356  MODELED GRAVITY -    980,541.1   (mgal)                       NAVD 88
 DM4356
 DM4356  VERT ORDER      -  SECOND    CLASS I
 DM4356
 DM4356.The horizontal coordinates were scaled from a topographic map and have
 DM4356.an estimated accuracy of +/- 6 seconds.
 DM4356.
 DM4356.The orthometric height was determined by differential leveling and
 DM4356.adjusted in November 2011.
 DM4356
 DM4356.The dynamic height is computed by dividing the NAVD 88
 DM4356.geopotential number by the normal gravity value computed on the
 DM4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4356.degrees latitude (g = 980.6199 gals.).
 DM4356
 DM4356.The modeled gravity was interpolated from observed gravity values.
 DM4356
 DM4356;                    North         East    Units  Estimated Accuracy
 DM4356;SPC MN S     -   335,550.      669,740.      MT  (+/- 180 meters Scaled)
 DM4356
 DM4356                          SUPERSEDED SURVEY CONTROL
 DM4356
 DM4356  NAVD 88 (02/23/11)  314.054  (m)         1030.36   (f) SUPERSEDED  2 1
 DM4356
 DM4356.Superseded values are not recommended for survey control.
 DM4356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4356.See file dsdata.txt to determine how the superseded data were derived.
 DM4356
 DM4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK911983(NAD 83)
 DM4356
 DM4356_MARKER: DD = SURVEY DISK
 DM4356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4356_STAMPING: 1207 K 2006
 DM4356_MARK LOGO: MNDT  
 DM4356_PROJECTION: RECESSED 5 CENTIMETERS
 DM4356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4356+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4356_ROD/PIPE-DEPTH:  6.1 meters
 DM4356
 DM4356  HISTORY     - Date     Condition        Report By
 DM4356  HISTORY     - 2006     MONUMENTED       MNDT
 DM4356
 DM4356                          STATION DESCRIPTION
 DM4356
 DM4356'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4356'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) NORTHEAST OF WATSON, 6.2
 DM4356'MI (10.0 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 5.4 MI (8.7 KM)
 DM4356'NORTHWEST OF GRACELOCK.
 DM4356' 
 DM4356'TO REACH TO THE MARK GO 12.50 MI (20.1 KM) EAST ALONG TRUNK HIGHWAY
 DM4356'29/40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN
 DM4356'MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 15.3, 57.0 FT (17.4 M) SOUTH
 DM4356'OF TRUNK HIGHWAY 40/29, 53.0 FT (16.2 M) WEST OF 30TH AVENUE
 DM4356'NORTHWEST, 15.0 FT (4.6 M) NORTHWEST OF CABLE BOX NUMBER 735, 1.0 FT
 DM4356'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4355 ***********************************************************************
 DM4355  DESIGNATION -  1207 L
 DM4355  PID         -  DM4355
 DM4355  STATE/COUNTY-  MN/CHIPPEWA
 DM4355  COUNTRY     -  US
 DM4355  USGS QUAD   -  GRACELOCK SW (1958)
 DM4355
 DM4355                         *CURRENT SURVEY CONTROL
 DM4355  ______________________________________________________________________
 DM4355* NAD 83(1986) POSITION- 45 06 29.     (N) 095 38 05.     (W)   SCALED    
 DM4355* NAVD 88 ORTHO HEIGHT -   313.479  (meters)    1028.47  (feet) ADJUSTED  
 DM4355  ______________________________________________________________________
 DM4355  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DM4355  DYNAMIC HEIGHT  -        313.458 (meters)     1028.40  (feet) COMP
 DM4355  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DM4355
 DM4355  VERT ORDER      -  SECOND    CLASS I
 DM4355
 DM4355.The horizontal coordinates were scaled from a topographic map and have
 DM4355.an estimated accuracy of +/- 6 seconds.
 DM4355.
 DM4355.The orthometric height was determined by differential leveling and
 DM4355.adjusted in November 2011.
 DM4355
 DM4355.The dynamic height is computed by dividing the NAVD 88
 DM4355.geopotential number by the normal gravity value computed on the
 DM4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4355.degrees latitude (g = 980.6199 gals.).
 DM4355
 DM4355.The modeled gravity was interpolated from observed gravity values.
 DM4355
 DM4355;                    North         East    Units  Estimated Accuracy
 DM4355;SPC MN S     -   335,520.      671,360.      MT  (+/- 180 meters Scaled)
 DM4355
 DM4355                          SUPERSEDED SURVEY CONTROL
 DM4355
 DM4355  NAVD 88 (02/23/11)  313.484  (m)         1028.49   (f) SUPERSEDED  2 1
 DM4355
 DM4355.Superseded values are not recommended for survey control.
 DM4355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4355.See file dsdata.txt to determine how the superseded data were derived.
 DM4355
 DM4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK927983(NAD 83)
 DM4355
 DM4355_MARKER: DD = SURVEY DISK
 DM4355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4355_STAMPING: 1207 L 2006
 DM4355_MARK LOGO: MNDT  
 DM4355_PROJECTION: RECESSED 5 CENTIMETERS
 DM4355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4355+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4355_ROD/PIPE-DEPTH:  6.1 meters
 DM4355
 DM4355  HISTORY     - Date     Condition        Report By
 DM4355  HISTORY     - 2006     MONUMENTED       MNDT
 DM4355
 DM4355                          STATION DESCRIPTION
 DM4355
 DM4355'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4355'THE STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) NORTHEAST OF WATSON,
 DM4355'7.1 MI (11.4 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.8 MI (7.7 KM)
 DM4355'NORTHWEST OF GRACELOCK.
 DM4355' 
 DM4355'TO REACH TO THE MARK GO 13.5 MI (21.7 KM) EAST ALONG TRUNK HIGHWAY
 DM4355'40/29 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN
 DM4355'MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 16.3, 69.8 FT (21.3 M) SOUTH
 DM4355'OF TRUNK HIGHWAY 40/29, 44.0 FT (13.4 M) WEST OF 20TH AVENUE
 DM4355'NORTHWEST, 7.0 FT (2.1 M) NORTHWEST OF CABLE BOX NUMBER 737, 1.0 FT
 DM4355'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4354 ***********************************************************************
 DM4354  DESIGNATION -  1207 M
 DM4354  PID         -  DM4354
 DM4354  STATE/COUNTY-  MN/CHIPPEWA
 DM4354  COUNTRY     -  US
 DM4354  USGS QUAD   -  GRACELOCK (1979)
 DM4354
 DM4354                         *CURRENT SURVEY CONTROL
 DM4354  ______________________________________________________________________
 DM4354* NAD 83(1986) POSITION- 45 06 27.     (N) 095 36 50.     (W)   SCALED    
 DM4354* NAVD 88 ORTHO HEIGHT -   313.598  (meters)    1028.86  (feet) ADJUSTED  
 DM4354  ______________________________________________________________________
 DM4354  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 DM4354  DYNAMIC HEIGHT  -        313.577 (meters)     1028.79  (feet) COMP
 DM4354  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DM4354
 DM4354  VERT ORDER      -  SECOND    CLASS I
 DM4354
 DM4354.The horizontal coordinates were scaled from a topographic map and have
 DM4354.an estimated accuracy of +/- 6 seconds.
 DM4354.
 DM4354.The orthometric height was determined by differential leveling and
 DM4354.adjusted in November 2011.
 DM4354
 DM4354.The dynamic height is computed by dividing the NAVD 88
 DM4354.geopotential number by the normal gravity value computed on the
 DM4354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4354.degrees latitude (g = 980.6199 gals.).
 DM4354
 DM4354.The modeled gravity was interpolated from observed gravity values.
 DM4354
 DM4354;                    North         East    Units  Estimated Accuracy
 DM4354;SPC MN S     -   335,430.      673,000.      MT  (+/- 180 meters Scaled)
 DM4354
 DM4354                          SUPERSEDED SURVEY CONTROL
 DM4354
 DM4354  NAVD 88 (02/23/11)  313.602  (m)         1028.88   (f) SUPERSEDED  2 1
 DM4354
 DM4354.Superseded values are not recommended for survey control.
 DM4354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4354.See file dsdata.txt to determine how the superseded data were derived.
 DM4354
 DM4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK943982(NAD 83)
 DM4354
 DM4354_MARKER: DD = SURVEY DISK
 DM4354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4354_STAMPING: 1207 M 2006
 DM4354_MARK LOGO: MNDT  
 DM4354_PROJECTION: FLUSH
 DM4354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4354+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4354_ROD/PIPE-DEPTH:  6.1 meters
 DM4354
 DM4354  HISTORY     - Date     Condition        Report By
 DM4354  HISTORY     - 2006     MONUMENTED       MNDT
 DM4354
 DM4354                          STATION DESCRIPTION
 DM4354
 DM4354'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4354'THE STATION IS LOCATED ABOUT 11.4 MI (18.3 KM) NORTHEAST OF WATSON,
 DM4354'8.1 MI (13.0 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.3 MI (6.9 KM)
 DM4354'NORTH-NORTHWEST OF GRACELOCK.
 DM4354' 
 DM4354'TO REACH TO THE MARK GO 14.5 MI (23.3 KM) EAST ALONG TRUNK HIGHWAY
 DM4354'29/40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN
 DM4354'MILAN, AT TRUNK HIGHWAY 29/40 MILE POINT 17.5, 81.0 FT (24.7 M) SOUTH
 DM4354'OF TRUNK HIGHWAY 40, 33.0 FT (10.1 M) WEST OF 10TH AVENUE NORTHWEST,
 DM4354'26.0 FT (7.9 M) NORTH OF A FIELD ENTRANCE, 6.0 FT (1.8 M) SOUTH OF
 DM4354'CABLE BOX NUMBER 892, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0198 ***********************************************************************
 RO0198  DESIGNATION -  1208
 RO0198  PID         -  RO0198
 RO0198  STATE/COUNTY-  MN/CROW WING
 RO0198  COUNTRY     -  US
 RO0198  USGS QUAD   -  BAXTER (1994)
 RO0198
 RO0198                         *CURRENT SURVEY CONTROL
 RO0198  ______________________________________________________________________
 RO0198* NAD 83(1986) POSITION- 46 20 36.     (N) 094 17 12.     (W)   SCALED    
 RO0198* NAVD 88 ORTHO HEIGHT -   368.299  (meters)    1208.33  (feet) ADJUSTED  
 RO0198  ______________________________________________________________________
 RO0198  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 RO0198  DYNAMIC HEIGHT  -        368.313 (meters)     1208.37  (feet) COMP
 RO0198  MODELED GRAVITY -    980,641.8   (mgal)                       NAVD 88
 RO0198
 RO0198  VERT ORDER      -  SECOND    CLASS 0
 RO0198
 RO0198.The horizontal coordinates were scaled from a topographic map and have
 RO0198.an estimated accuracy of +/- 6 seconds.
 RO0198.
 RO0198.The orthometric height was determined by differential leveling and
 RO0198.adjusted in June 1991.
 RO0198
 RO0198.The dynamic height is computed by dividing the NAVD 88
 RO0198.geopotential number by the normal gravity value computed on the
 RO0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0198.degrees latitude (g = 980.6199 gals.).
 RO0198
 RO0198.The modeled gravity was interpolated from observed gravity values.
 RO0198
 RO0198;                    North         East    Units  Estimated Accuracy
 RO0198;SPC MN C     -   249,310.      797,180.      MT  (+/- 180 meters Scaled)
 RO0198
 RO0198                          SUPERSEDED SURVEY CONTROL
 RO0198
 RO0198  NGVD 29 (??/??/92)  368.11   (m)         1207.7    (f) COMPUTED    2 0
 RO0198
 RO0198.Superseded values are not recommended for survey control.
 RO0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0198.See file dsdata.txt to determine how the superseded data were derived.
 RO0198
 RO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM009329(NAD 83)
 RO0198
 RO0198_MARKER: P = PIPE CAP
 RO0198_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0198_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0198_STAMPING: 1208
 RO0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0198
 RO0198  HISTORY     - Date     Condition        Report By
 RO0198  HISTORY     - UNK      MONUMENTED       USGS
 RO0198  HISTORY     - 1973     GOOD             MNDT
 RO0198  HISTORY     - 1980     MARK NOT FOUND   NGS
 RO0198
 RO0198                          STATION DESCRIPTION
 RO0198
 RO0198'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0198'4.5 MI W FROM BRAINERD.
 RO0198'4.5 MILES WEST ALONG THE NORTHERN PACIFIC RAILWAY FROM BRAINERD, CROW
 RO0198'WING COUNTY, AT THE STATION SIGN AT BAXTER, AT MILEAGE 122.8, 68 FEET
 RO0198'WEST OF BENCH MARK W 63, DESCRIBED BELOW, AT A ROAD CROSSING, 22 FEET
 RO0198'WEST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE TRACK, AND 5
 RO0198'FEET SOUTH AND 5 FEET EAST OF THE RIGHT-OF-WAY FENCE CORNER.  A UNITED
 RO0198'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1208 AND RIVETED ON THE
 RO0198'TOP OF A 3-1/2-INCH IRON PIPE.
 RO0198
 RO0198                          STATION RECOVERY (1980)
 RO0198
 RO0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RO0198'SEARCHED FOR AND NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4344 ***********************************************************************
 DM4344  DESIGNATION -  1208 B
 DM4344  PID         -  DM4344
 DM4344  STATE/COUNTY-  MN/CHIPPEWA
 DM4344  COUNTRY     -  US
 DM4344  USGS QUAD   -  GRACELOCK (1979)
 DM4344
 DM4344                         *CURRENT SURVEY CONTROL
 DM4344  ______________________________________________________________________
 DM4344* NAD 83(1986) POSITION- 45 07 21.     (N) 095 35 41.     (W)   SCALED    
 DM4344* NAVD 88 ORTHO HEIGHT -   314.070  (meters)    1030.41  (feet) ADJUSTED  
 DM4344  ______________________________________________________________________
 DM4344  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 DM4344  DYNAMIC HEIGHT  -        314.050 (meters)     1030.35  (feet) COMP
 DM4344  MODELED GRAVITY -    980,541.6   (mgal)                       NAVD 88
 DM4344
 DM4344  VERT ORDER      -  SECOND    CLASS I
 DM4344
 DM4344.The horizontal coordinates were scaled from a topographic map and have
 DM4344.an estimated accuracy of +/- 6 seconds.
 DM4344.
 DM4344.The orthometric height was determined by differential leveling and
 DM4344.adjusted in November 2011.
 DM4344
 DM4344.The dynamic height is computed by dividing the NAVD 88
 DM4344.geopotential number by the normal gravity value computed on the
 DM4344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4344.degrees latitude (g = 980.6199 gals.).
 DM4344
 DM4344.The modeled gravity was interpolated from observed gravity values.
 DM4344
 DM4344;                    North         East    Units  Estimated Accuracy
 DM4344;SPC MN S     -   337,060.      674,540.      MT  (+/- 180 meters Scaled)
 DM4344
 DM4344                          SUPERSEDED SURVEY CONTROL
 DM4344
 DM4344  NAVD 88 (02/23/11)  314.072  (m)         1030.42   (f) SUPERSEDED  2 1
 DM4344
 DM4344.Superseded values are not recommended for survey control.
 DM4344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4344.See file dsdata.txt to determine how the superseded data were derived.
 DM4344
 DM4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK959998(NAD 83)
 DM4344
 DM4344_MARKER: DD = SURVEY DISK
 DM4344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4344_STAMPING: 1208 B 2006
 DM4344_MARK LOGO: MNDT  
 DM4344_PROJECTION: FLUSH
 DM4344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4344+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4344_ROD/PIPE-DEPTH:  4.6 meters
 DM4344
 DM4344  HISTORY     - Date     Condition        Report By
 DM4344  HISTORY     - 2006     MONUMENTED       MNDT
 DM4344
 DM4344                          STATION DESCRIPTION
 DM4344
 DM4344'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4344'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTH-SOUTHWEST OF DE
 DM4344'GRAFF, 8.8 MI (14.2 KM) EAST OF BIG BEND CITY AND 5.0 MI (8.0 KM)
 DM4344'NORTH OF GRACELOCK.
 DM4344' 
 DM4344'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4344'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 40 IN AGGIE,
 DM4344'AT TRUNK HIGHWAY 29 MILE POINT 19.30, 74.0 FT (22.6 M) WEST OF TRUNK
 DM4344'HIGHWAY 29, 68.0 FT (20.7 M) SOUTH OF 70TH STREET, 3.0 FT (0.9 M)
 DM4344'NORTH OF RIGHT OF WAY POST, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4345 ***********************************************************************
 DM4345  DESIGNATION -  1208 C
 DM4345  PID         -  DM4345
 DM4345  STATE/COUNTY-  MN/CHIPPEWA
 DM4345  COUNTRY     -  US
 DM4345  USGS QUAD   -  GRACELOCK NE (1979)
 DM4345
 DM4345                         *CURRENT SURVEY CONTROL
 DM4345  ______________________________________________________________________
 DM4345* NAD 83(1986) POSITION- 45 08 15.     (N) 095 35 41.     (W)   SCALED    
 DM4345* NAVD 88 ORTHO HEIGHT -   314.314  (meters)    1031.21  (feet) ADJUSTED  
 DM4345  ______________________________________________________________________
 DM4345  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DM4345  DYNAMIC HEIGHT  -        314.293 (meters)     1031.14  (feet) COMP
 DM4345  MODELED GRAVITY -    980,542.6   (mgal)                       NAVD 88
 DM4345
 DM4345  VERT ORDER      -  SECOND    CLASS I
 DM4345
 DM4345.The horizontal coordinates were scaled from a topographic map and have
 DM4345.an estimated accuracy of +/- 6 seconds.
 DM4345.
 DM4345.The orthometric height was determined by differential leveling and
 DM4345.adjusted in November 2011.
 DM4345
 DM4345.The dynamic height is computed by dividing the NAVD 88
 DM4345.geopotential number by the normal gravity value computed on the
 DM4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4345.degrees latitude (g = 980.6199 gals.).
 DM4345
 DM4345.The modeled gravity was interpolated from observed gravity values.
 DM4345
 DM4345;                    North         East    Units  Estimated Accuracy
 DM4345;SPC MN S     -   338,730.      674,570.      MT  (+/- 180 meters Scaled)
 DM4345
 DM4345                          SUPERSEDED SURVEY CONTROL
 DM4345
 DM4345  NAVD 88 (02/23/11)  314.315  (m)         1031.22   (f) SUPERSEDED  2 1
 DM4345
 DM4345.Superseded values are not recommended for survey control.
 DM4345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4345.See file dsdata.txt to determine how the superseded data were derived.
 DM4345
 DM4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL959015(NAD 83)
 DM4345
 DM4345_MARKER: DD = SURVEY DISK
 DM4345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4345_STAMPING: 1208 C 2006
 DM4345_MARK LOGO: MNDT  
 DM4345_PROJECTION: FLUSH
 DM4345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4345+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4345_ROD/PIPE-DEPTH:  4.6 meters
 DM4345
 DM4345  HISTORY     - Date     Condition        Report By
 DM4345  HISTORY     - 2006     MONUMENTED       MNDT
 DM4345
 DM4345                          STATION DESCRIPTION
 DM4345
 DM4345'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4345'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTHWEST OF DE GRAFF,
 DM4345'8.7 MI (14.0 KM) EAST OF BIG BEND CITY AND 6.0 MI (9.7 KM) NORTH OF
 DM4345'GRACELOCK.
 DM4345' 
 DM4345'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 29
 DM4345'FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 40 IN AGGIE,
 DM4345'AT TRUNK HIGHWAY 29 MILE POINT 20.30, 75 FT (22.9 M) WEST OF TRUNK
 DM4345'HIGHWAY 29, 50 FT (15.2 M) NORTH OF 80TH STREET, 18.5 FT (5.6 M) SOUTH
 DM4345'OF CABLE BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4378 ***********************************************************************
 DM4378  DESIGNATION -  1209 A
 DM4378  PID         -  DM4378
 DM4378  STATE/COUNTY-  MN/CHIPPEWA
 DM4378  COUNTRY     -  US
 DM4378  USGS QUAD   -  MILAN (1958)
 DM4378
 DM4378                         *CURRENT SURVEY CONTROL
 DM4378  ______________________________________________________________________
 DM4378* NAD 83(1986) POSITION- 45 06 31.     (N) 095 54 11.     (W)   SCALED    
 DM4378* NAVD 88 ORTHO HEIGHT -   301.673  (meters)     989.74  (feet) ADJUSTED  
 DM4378  ______________________________________________________________________
 DM4378  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 DM4378  DYNAMIC HEIGHT  -        301.651 (meters)      989.67  (feet) COMP
 DM4378  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 DM4378
 DM4378  VERT ORDER      -  SECOND    CLASS I
 DM4378
 DM4378.The horizontal coordinates were scaled from a topographic map and have
 DM4378.an estimated accuracy of +/- 6 seconds.
 DM4378.
 DM4378.The orthometric height was determined by differential leveling and
 DM4378.adjusted in February 2011.
 DM4378
 DM4378.The dynamic height is computed by dividing the NAVD 88
 DM4378.geopotential number by the normal gravity value computed on the
 DM4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4378.degrees latitude (g = 980.6199 gals.).
 DM4378
 DM4378.The modeled gravity was interpolated from observed gravity values.
 DM4378
 DM4378;                    North         East    Units  Estimated Accuracy
 DM4378;SPC MN S     -   336,040.      650,250.      MT  (+/- 180 meters Scaled)
 DM4378
 DM4378                          SUPERSEDED SURVEY CONTROL
 DM4378
 DM4378.No superseded survey control is available for this station.
 DM4378
 DM4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK716991(NAD 83)
 DM4378
 DM4378_MARKER: DB = BENCH MARK DISK
 DM4378_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4378_SP_SET: SET IN BOX CULVERT HEAD WALL
 DM4378_STAMPING: 1209 A 1948
 DM4378_MARK LOGO: MNHD  
 DM4378_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4378+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DM4378
 DM4378  HISTORY     - Date     Condition        Report By
 DM4378  HISTORY     - 1948     MONUMENTED       MNHD
 DM4378  HISTORY     - 20060829 GOOD             MNDT
 DM4378
 DM4378                          STATION DESCRIPTION
 DM4378
 DM4378'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4378'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF CERRO
 DM4378'GORDO, 6.8 MI (10.9 KM) WEST-SOUTHWEST OF BIG BEND CITY AND IN THE
 DM4378'TOWN OF MILAN..
 DM4378' 
 DM4378'TO REACH TO THE MARK GO 17 FT (5.2 M) NORTH OF TRUNK HIGHWAY 40, AT
 DM4378'TRUNK HIGHWAY 40 STATION 11+08, 0.20 MI (0.3 KM) EAST ALONG TRUNK
 DM4378'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7
 DM4378'IN MILAN, AT TRUNK HIGHWAY 40 MILE POINT 32.60, 950 FT (289.6 M) EAST
 DM4378'OF THE JUNCTION OF TRUNK HIGHWAY 40 AND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4375 ***********************************************************************
 DM4375  DESIGNATION -  1209 C
 DM4375  PID         -  DM4375
 DM4375  STATE/COUNTY-  MN/CHIPPEWA
 DM4375  COUNTRY     -  US
 DM4375  USGS QUAD   -  WATSON (1977)
 DM4375
 DM4375                         *CURRENT SURVEY CONTROL
 DM4375  ______________________________________________________________________
 DM4375* NAD 83(1986) POSITION- 45 06 30.     (N) 095 51 09.     (W)   SCALED    
 DM4375* NAVD 88 ORTHO HEIGHT -   303.541  (meters)     995.87  (feet) ADJUSTED  
 DM4375  ______________________________________________________________________
 DM4375  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 DM4375  DYNAMIC HEIGHT  -        303.519 (meters)      995.80  (feet) COMP
 DM4375  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 DM4375
 DM4375  VERT ORDER      -  SECOND    CLASS I
 DM4375
 DM4375.The horizontal coordinates were scaled from a topographic map and have
 DM4375.an estimated accuracy of +/- 6 seconds.
 DM4375.
 DM4375.The orthometric height was determined by differential leveling and
 DM4375.adjusted in November 2011.
 DM4375
 DM4375.The dynamic height is computed by dividing the NAVD 88
 DM4375.geopotential number by the normal gravity value computed on the
 DM4375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4375.degrees latitude (g = 980.6199 gals.).
 DM4375
 DM4375.The modeled gravity was interpolated from observed gravity values.
 DM4375
 DM4375;                    North         East    Units  Estimated Accuracy
 DM4375;SPC MN S     -   335,920.      654,230.      MT  (+/- 180 meters Scaled)
 DM4375
 DM4375                          SUPERSEDED SURVEY CONTROL
 DM4375
 DM4375  NAVD 88 (02/23/11)  303.543  (m)          995.87   (f) SUPERSEDED  2 1
 DM4375
 DM4375.Superseded values are not recommended for survey control.
 DM4375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4375.See file dsdata.txt to determine how the superseded data were derived.
 DM4375
 DM4375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK756989(NAD 83)
 DM4375
 DM4375_MARKER: DB = BENCH MARK DISK
 DM4375_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4375_SP_SET: SET IN BOX CULVERT HEAD WALL
 DM4375_STAMPING: 1209 C 1948
 DM4375_MARK LOGO: MNHD  
 DM4375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4375+STABILITY: SURFACE MOTION
 DM4375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4375+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 DM4375
 DM4375  HISTORY     - Date     Condition        Report By
 DM4375  HISTORY     - 1948     MONUMENTED       MNHD
 DM4375  HISTORY     - 20060819 GOOD             MNDT
 DM4375
 DM4375                          STATION DESCRIPTION
 DM4375
 DM4375'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4375'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DM4375'WATSON, 4.6 MI (7.4 KM) WEST-SOUTHWEST OF BIG BEND CITY AND 3.0 MI
 DM4375'(4.8 KM) EAST OF MILAN.
 DM4375' 
 DM4375'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4375'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4375'TRUNK HIGHWAY MILE POINT 35.10, 1220 FT (371.9 M) EAST OF CROSSROAD,
 DM4375'21 FT (6.4 M) NORTH AND 6 FT (1.8 M) WEST OF HIGHWAY AT DRAIN, IN
 DM4375'NORTHWEST CORNER OF CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4372 ***********************************************************************
 DM4372  DESIGNATION -  1209 G
 DM4372  PID         -  DM4372
 DM4372  STATE/COUNTY-  MN/CHIPPEWA
 DM4372  COUNTRY     -  US
 DM4372  USGS QUAD   -  WATSON (1977)
 DM4372
 DM4372                         *CURRENT SURVEY CONTROL
 DM4372  ______________________________________________________________________
 DM4372* NAD 83(1986) POSITION- 45 06 31.     (N) 095 46 40.     (W)   SCALED    
 DM4372* NAVD 88 ORTHO HEIGHT -   306.306  (meters)    1004.94  (feet) ADJUSTED  
 DM4372  ______________________________________________________________________
 DM4372  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DM4372  DYNAMIC HEIGHT  -        306.285 (meters)     1004.87  (feet) COMP
 DM4372  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 DM4372
 DM4372  VERT ORDER      -  SECOND    CLASS I
 DM4372
 DM4372.The horizontal coordinates were scaled from a topographic map and have
 DM4372.an estimated accuracy of +/- 6 seconds.
 DM4372.
 DM4372.The orthometric height was determined by differential leveling and
 DM4372.adjusted in November 2011.
 DM4372
 DM4372.The dynamic height is computed by dividing the NAVD 88
 DM4372.geopotential number by the normal gravity value computed on the
 DM4372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4372.degrees latitude (g = 980.6199 gals.).
 DM4372
 DM4372.The modeled gravity was interpolated from observed gravity values.
 DM4372
 DM4372;                    North         East    Units  Estimated Accuracy
 DM4372;SPC MN S     -   335,820.      660,110.      MT  (+/- 180 meters Scaled)
 DM4372
 DM4372                          SUPERSEDED SURVEY CONTROL
 DM4372
 DM4372  NAVD 88 (02/23/11)  306.312  (m)         1004.96   (f) SUPERSEDED  2 1
 DM4372
 DM4372.Superseded values are not recommended for survey control.
 DM4372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4372.See file dsdata.txt to determine how the superseded data were derived.
 DM4372
 DM4372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK814987(NAD 83)
 DM4372
 DM4372_MARKER: DB = BENCH MARK DISK
 DM4372_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4372_SP_SET: SET IN BOX CULVERT HEAD WALL
 DM4372_STAMPING: 1209 G 1948
 DM4372_MARK LOGO: MNHD  
 DM4372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4372+STABILITY: SURFACE MOTION
 DM4372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4372+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DM4372
 DM4372  HISTORY     - Date     Condition        Report By
 DM4372  HISTORY     - 1948     MONUMENTED       MNHD
 DM4372  HISTORY     - 20060829 GOOD             MNDT
 DM4372
 DM4372                          STATION DESCRIPTION
 DM4372
 DM4372'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4372'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF WATSON, 6.6 MI
 DM4372'(10.6 KM) EAST OF MILAN AND 2.4 MI (3.9 KM) SOUTH OF BIG BEND CITY.
 DM4372' 
 DM4372'TO REACH TO THE MARK GO 6.40 MI (10.3 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4372'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4372'TRUNK HIGHWAY MILE POINT 38.70, IN NORTHWEST HEADWALL OF TRUNK HIGHWAY
 DM4372'40 BOX CULVERT 5656, AT TRUNK HIGHWAY 40 STATION 334+39.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4370 ***********************************************************************
 DM4370  DESIGNATION -  1209 J
 DM4370  PID         -  DM4370
 DM4370  STATE/COUNTY-  MN/CHIPPEWA
 DM4370  COUNTRY     -  US
 DM4370  USGS QUAD   -  GRACELOCK SW (1958)
 DM4370
 DM4370                         *CURRENT SURVEY CONTROL
 DM4370  ______________________________________________________________________
 DM4370* NAD 83(1986) POSITION- 45 06 30.     (N) 095 44 06.     (W)   SCALED    
 DM4370* NAVD 88 ORTHO HEIGHT -   311.251  (meters)    1021.16  (feet) ADJUSTED  
 DM4370  ______________________________________________________________________
 DM4370  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM4370  DYNAMIC HEIGHT  -        311.230 (meters)     1021.09  (feet) COMP
 DM4370  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DM4370
 DM4370  VERT ORDER      -  SECOND    CLASS I
 DM4370
 DM4370.The horizontal coordinates were scaled from a topographic map and have
 DM4370.an estimated accuracy of +/- 6 seconds.
 DM4370.
 DM4370.The orthometric height was determined by differential leveling and
 DM4370.adjusted in November 2011.
 DM4370
 DM4370.The dynamic height is computed by dividing the NAVD 88
 DM4370.geopotential number by the normal gravity value computed on the
 DM4370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4370.degrees latitude (g = 980.6199 gals.).
 DM4370
 DM4370.The modeled gravity was interpolated from observed gravity values.
 DM4370
 DM4370;                    North         East    Units  Estimated Accuracy
 DM4370;SPC MN S     -   335,720.      663,470.      MT  (+/- 180 meters Scaled)
 DM4370
 DM4370                          SUPERSEDED SURVEY CONTROL
 DM4370
 DM4370  NAVD 88 (02/23/11)  311.259  (m)         1021.19   (f) SUPERSEDED  2 1
 DM4370
 DM4370.Superseded values are not recommended for survey control.
 DM4370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4370.See file dsdata.txt to determine how the superseded data were derived.
 DM4370
 DM4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK848986(NAD 83)
 DM4370
 DM4370_MARKER: DB = BENCH MARK DISK
 DM4370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4370_STAMPING: 1209 J 1948
 DM4370_MARK LOGO: MNHD  
 DM4370_PROJECTION: PROJECTING 3 CENTIMETERS
 DM4370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4370+STABILITY: SURFACE MOTION
 DM4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4370+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DM4370
 DM4370  HISTORY     - Date     Condition        Report By
 DM4370  HISTORY     - 1948     MONUMENTED       MNHD
 DM4370  HISTORY     - 20060830 GOOD             MNDT
 DM4370
 DM4370                          STATION DESCRIPTION
 DM4370
 DM4370'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4370'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF
 DM4370'GRACELOCK, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF WATSON AND 3.0 MI (4.8
 DM4370'KM) SOUTHEAST OF BIG BEND CITY.
 DM4370' 
 DM4370'TO REACH TO THE MARK GO 8.50 MI (13.7 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4370'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4370'TRUNK HIGHWAY 40 MILE POINT 40.85, 50 FT (15.2 M) NORTH OF TRUNK
 DM4370'HIGHWAY 40, AT TRUNK HIGHWAY 40 STATION 445+00, 77.0 FT (23.5 M) EAST
 DM4370'OF 70TH AVENUE NORTHWEST, 42.5 FT (13.0 M) EAST OF POWER POLE, 0.70 FT
 DM4370'(21 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4377 ***********************************************************************
 DM4377  DESIGNATION -  1209 L
 DM4377  PID         -  DM4377
 DM4377  STATE/COUNTY-  MN/CHIPPEWA
 DM4377  COUNTRY     -  US
 DM4377  USGS QUAD   -  MILAN (1958)
 DM4377
 DM4377                         *CURRENT SURVEY CONTROL
 DM4377  ______________________________________________________________________
 DM4377* NAD 83(1986) POSITION- 45 06 30.     (N) 095 52 42.     (W)   SCALED    
 DM4377* NAVD 88 ORTHO HEIGHT -   315.290  (meters)    1034.41  (feet) ADJUSTED  
 DM4377  ______________________________________________________________________
 DM4377  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 DM4377  DYNAMIC HEIGHT  -        315.267 (meters)     1034.34  (feet) COMP
 DM4377  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 DM4377
 DM4377  VERT ORDER      -  SECOND    CLASS I
 DM4377
 DM4377.The horizontal coordinates were scaled from a topographic map and have
 DM4377.an estimated accuracy of +/- 6 seconds.
 DM4377.
 DM4377.The orthometric height was determined by differential leveling and
 DM4377.adjusted in November 2011.
 DM4377
 DM4377.The dynamic height is computed by dividing the NAVD 88
 DM4377.geopotential number by the normal gravity value computed on the
 DM4377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4377.degrees latitude (g = 980.6199 gals.).
 DM4377
 DM4377.The modeled gravity was interpolated from observed gravity values.
 DM4377
 DM4377;                    North         East    Units  Estimated Accuracy
 DM4377;SPC MN S     -   335,960.      652,200.      MT  (+/- 180 meters Scaled)
 DM4377
 DM4377                          SUPERSEDED SURVEY CONTROL
 DM4377
 DM4377  NAVD 88 (02/23/11)  315.291  (m)         1034.42   (f) SUPERSEDED  2 1
 DM4377
 DM4377.Superseded values are not recommended for survey control.
 DM4377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4377.See file dsdata.txt to determine how the superseded data were derived.
 DM4377
 DM4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK735990(NAD 83)
 DM4377
 DM4377_MARKER: DD = SURVEY DISK
 DM4377_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4377_STAMPING: 1209 L 2006
 DM4377_MARK LOGO: MNDT  
 DM4377_PROJECTION: RECESSED 5 CENTIMETERS
 DM4377_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4377+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4377_ROD/PIPE-DEPTH:  6.1 meters
 DM4377
 DM4377  HISTORY     - Date     Condition        Report By
 DM4377  HISTORY     - 2006     MONUMENTED       MNDT
 DM4377
 DM4377                          STATION DESCRIPTION
 DM4377
 DM4377'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4377'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF
 DM4377'WATSON, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF BIG BEND CITY AND 1.7 MI
 DM4377'(2.7 KM) EAST OF MILAN.
 DM4377' 
 DM4377'TO REACH TO THE MARK GO 1.40 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4377'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4377'AT TRUNK HIGHWAY 40 MILEPOST 33.80, 73.6 FT (22.4 M) SOUTH OF TRUNK
 DM4377'HIGHWAY 40, 42.6 FT (13.0 M) WEST OF 140TH AVENUE NORTHWEST, 1.0 FT
 DM4377'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4376 ***********************************************************************
 DM4376  DESIGNATION -  1209 M
 DM4376  PID         -  DM4376
 DM4376  STATE/COUNTY-  MN/CHIPPEWA
 DM4376  COUNTRY     -  US
 DM4376  USGS QUAD   -  WATSON (1977)
 DM4376
 DM4376                         *CURRENT SURVEY CONTROL
 DM4376  ______________________________________________________________________
 DM4376* NAD 83(1986) POSITION- 45 06 31.     (N) 095 51 29.     (W)   SCALED    
 DM4376* NAVD 88 ORTHO HEIGHT -   313.546  (meters)    1028.69  (feet) ADJUSTED  
 DM4376  ______________________________________________________________________
 DM4376  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 DM4376  DYNAMIC HEIGHT  -        313.523 (meters)     1028.62  (feet) COMP
 DM4376  MODELED GRAVITY -    980,535.8   (mgal)                       NAVD 88
 DM4376
 DM4376  VERT ORDER      -  SECOND    CLASS I
 DM4376
 DM4376.The horizontal coordinates were scaled from a topographic map and have
 DM4376.an estimated accuracy of +/- 6 seconds.
 DM4376.
 DM4376.The orthometric height was determined by differential leveling and
 DM4376.adjusted in November 2011.
 DM4376
 DM4376.The dynamic height is computed by dividing the NAVD 88
 DM4376.geopotential number by the normal gravity value computed on the
 DM4376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4376.degrees latitude (g = 980.6199 gals.).
 DM4376
 DM4376.The modeled gravity was interpolated from observed gravity values.
 DM4376
 DM4376;                    North         East    Units  Estimated Accuracy
 DM4376;SPC MN S     -   335,960.      653,790.      MT  (+/- 180 meters Scaled)
 DM4376
 DM4376                          SUPERSEDED SURVEY CONTROL
 DM4376
 DM4376  NAVD 88 (02/23/11)  313.548  (m)         1028.70   (f) SUPERSEDED  2 1
 DM4376
 DM4376.Superseded values are not recommended for survey control.
 DM4376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4376.See file dsdata.txt to determine how the superseded data were derived.
 DM4376
 DM4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK751989(NAD 83)
 DM4376
 DM4376_MARKER: DD = SURVEY DISK
 DM4376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4376_STAMPING: 1209 M 2006
 DM4376_MARK LOGO: MNDT  
 DM4376_PROJECTION: FLUSH
 DM4376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4376+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4376_ROD/PIPE-DEPTH:  4.6 meters
 DM4376
 DM4376  HISTORY     - Date     Condition        Report By
 DM4376  HISTORY     - 2006     MONUMENTED       MNDT
 DM4376
 DM4376                          STATION DESCRIPTION
 DM4376
 DM4376'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4376'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 DM4376'WATSON, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF BIG BEND CITY AND 2.7 MI
 DM4376'(4.3 KM) EAST OF MILAN.
 DM4376' 
 DM4376'TO REACH TO THE MARK GO 2.40 MI (3.9 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4376'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4376'AT TRUNK HIGHWAY 40 MILE POINT 34.80, 69.6 FT (21.2 M) NORTH OF TRUNK
 DM4376'HIGHWAY 40, 61.0 FT (18.6 M) WEST OF 130TH AVENUE NORTHWEST, 3.0 FT
 DM4376'(0.9 M) WEST OF CABLE BOX NUMBER B8, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4376'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4374 ***********************************************************************
 DM4374  DESIGNATION -  1209 N
 DM4374  PID         -  DM4374
 DM4374  STATE/COUNTY-  MN/CHIPPEWA
 DM4374  COUNTRY     -  US
 DM4374  USGS QUAD   -  WATSON (1977)
 DM4374
 DM4374                         *CURRENT SURVEY CONTROL
 DM4374  ______________________________________________________________________
 DM4374* NAD 83(1986) POSITION- 45 06 31.     (N) 095 50 16.     (W)   SCALED    
 DM4374* NAVD 88 ORTHO HEIGHT -   310.942  (meters)    1020.15  (feet) ADJUSTED  
 DM4374  ______________________________________________________________________
 DM4374  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 DM4374  DYNAMIC HEIGHT  -        310.920 (meters)     1020.08  (feet) COMP
 DM4374  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 DM4374
 DM4374  VERT ORDER      -  SECOND    CLASS I
 DM4374
 DM4374.The horizontal coordinates were scaled from a topographic map and have
 DM4374.an estimated accuracy of +/- 6 seconds.
 DM4374.
 DM4374.The orthometric height was determined by differential leveling and
 DM4374.adjusted in November 2011.
 DM4374
 DM4374.The dynamic height is computed by dividing the NAVD 88
 DM4374.geopotential number by the normal gravity value computed on the
 DM4374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4374.degrees latitude (g = 980.6199 gals.).
 DM4374
 DM4374.The modeled gravity was interpolated from observed gravity values.
 DM4374
 DM4374;                    North         East    Units  Estimated Accuracy
 DM4374;SPC MN S     -   335,920.      655,390.      MT  (+/- 180 meters Scaled)
 DM4374
 DM4374                          SUPERSEDED SURVEY CONTROL
 DM4374
 DM4374  NAVD 88 (02/23/11)  310.945  (m)         1020.16   (f) SUPERSEDED  2 1
 DM4374
 DM4374.Superseded values are not recommended for survey control.
 DM4374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4374.See file dsdata.txt to determine how the superseded data were derived.
 DM4374
 DM4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK767989(NAD 83)
 DM4374
 DM4374_MARKER: DD = SURVEY DISK
 DM4374_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4374_STAMPING: 1209 N 2006
 DM4374_MARK LOGO: MNDT  
 DM4374_PROJECTION: FLUSH
 DM4374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4374+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4374_ROD/PIPE-DEPTH:  6.1 meters
 DM4374
 DM4374  HISTORY     - Date     Condition        Report By
 DM4374  HISTORY     - 2006     MONUMENTED       MNDT
 DM4374
 DM4374                          STATION DESCRIPTION
 DM4374
 DM4374'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4374'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHWEST OF
 DM4374'WATSON, 4.0 MI (6.4 KM) SOUTHWEST OF BIG BEND CITY AND 3.7 MI (6.0 KM)
 DM4374'EAST OF MILAN.
 DM4374' 
 DM4374'TO REACH TO THE MARK GO 3.40 MI (5.5 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4374'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4374'AT TRUNK HIGHWAY 40 MILE POINT 35.80, 77.0 FT (23.5 M) NORTH OF TRUNK
 DM4374'HIGHWAY 40, 39.0 FT (11.9 M) WEST OF 120TH AVENUE NORTHWEST, 11.0 FT
 DM4374'(3.4 M) NORTHWEST OF CABLE BOX NUMBER B24, 1.0 FT (0.3 M) SOUTH OF A
 DM4374'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4371 ***********************************************************************
 DM4371  DESIGNATION -  1209 P
 DM4371  PID         -  DM4371
 DM4371  STATE/COUNTY-  MN/CHIPPEWA
 DM4371  COUNTRY     -  US
 DM4371  USGS QUAD   -  WATSON (1977)
 DM4371
 DM4371                         *CURRENT SURVEY CONTROL
 DM4371  ______________________________________________________________________
 DM4371* NAD 83(1986) POSITION- 45 06 31.     (N) 095 45 22.     (W)   SCALED    
 DM4371* NAVD 88 ORTHO HEIGHT -   314.154  (meters)    1030.69  (feet) ADJUSTED  
 DM4371  ______________________________________________________________________
 DM4371  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM4371  DYNAMIC HEIGHT  -        314.133 (meters)     1030.62  (feet) COMP
 DM4371  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DM4371
 DM4371  VERT ORDER      -  SECOND    CLASS I
 DM4371
 DM4371.The horizontal coordinates were scaled from a topographic map and have
 DM4371.an estimated accuracy of +/- 6 seconds.
 DM4371.
 DM4371.The orthometric height was determined by differential leveling and
 DM4371.adjusted in November 2011.
 DM4371
 DM4371.The dynamic height is computed by dividing the NAVD 88
 DM4371.geopotential number by the normal gravity value computed on the
 DM4371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4371.degrees latitude (g = 980.6199 gals.).
 DM4371
 DM4371.The modeled gravity was interpolated from observed gravity values.
 DM4371
 DM4371;                    North         East    Units  Estimated Accuracy
 DM4371;SPC MN S     -   335,780.      661,810.      MT  (+/- 180 meters Scaled)
 DM4371
 DM4371                          SUPERSEDED SURVEY CONTROL
 DM4371
 DM4371  NAVD 88 (02/23/11)  314.161  (m)         1030.71   (f) SUPERSEDED  2 1
 DM4371
 DM4371.Superseded values are not recommended for survey control.
 DM4371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4371.See file dsdata.txt to determine how the superseded data were derived.
 DM4371
 DM4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK831987(NAD 83)
 DM4371
 DM4371_MARKER: DD = SURVEY DISK
 DM4371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4371_STAMPING: 1209 P 2006
 DM4371_MARK LOGO: MNDT  
 DM4371_PROJECTION: FLUSH
 DM4371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4371+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4371_ROD/PIPE-DEPTH:  6.1 meters
 DM4371
 DM4371  HISTORY     - Date     Condition        Report By
 DM4371  HISTORY     - 2006     MONUMENTED       MNDT
 DM4371
 DM4371                          STATION DESCRIPTION
 DM4371
 DM4371'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4371'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST OF MILAN, 7.2 MI
 DM4371'(11.6 KM) NORTH-NORTHEAST OF WATSON AND 2.5 MI (4.0 KM)
 DM4371'SOUTH-SOUTHEAST OF BIG BEND CITY.
 DM4371' 
 DM4371'TO REACH TO THE MARK GO 7.50 MI (12.1 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4371'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4371'AT TRUNK HIGHWAY 40 MILE POINT 39.85, 60.0 FT (18.3 M) NORTH OF TRUNK
 DM4371'HIGHWAY 40, 44.0 FT (13.4 M) WEST OF 80TH AVENUE NORTHWEST, 9.0 FT
 DM4371'(2.7 M) WEST-SOUTHWEST OF CABLE BOX NUMBER C15, 1.0 FT (0.3 M) SOUTH
 DM4371'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3018 ***********************************************************************
 DK3018  DESIGNATION -  1209 Q
 DK3018  PID         -  DK3018
 DK3018  STATE/COUNTY-  MN/CHIPPEWA
 DK3018  COUNTRY     -  US
 DK3018  USGS QUAD   -  MILAN (1958)
 DK3018
 DK3018                         *CURRENT SURVEY CONTROL
 DK3018  ______________________________________________________________________
 DK3018* NAD 83(2007) POSITION- 45 06 30.78672(N) 095 57 23.17890(W)   ADJUSTED  
 DK3018* NAD 83(2007) ELLIP HT-   283.897 (meters)        (07/23/09)   ADJUSTED
 DK3018* NAD 83(2007) EPOCH   -  2002.00
 DK3018* NAVD 88 ORTHO HEIGHT -   310.108  (meters)    1017.41  (feet) ADJUSTED  
 DK3018  ______________________________________________________________________
 DK3018  NAD 83(2007) X  -   -467,935.576 (meters)                     COMP
 DK3018  NAD 83(2007) Y  - -4,484,907.764 (meters)                     COMP
 DK3018  NAD 83(2007) Z  -  4,496,071.756 (meters)                     COMP
 DK3018  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC09
 DK3018  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 DK3018  DYNAMIC HEIGHT  -        310.084 (meters)     1017.33  (feet) COMP
 DK3018  MODELED GRAVITY -    980,532.1   (mgal)                       NAVD 88
 DK3018
 DK3018  HORZ ORDER      -  FIRST
 DK3018  VERT ORDER      -  SECOND    CLASS I
 DK3018  ELLP ORDER      -  FOURTH    CLASS I
 DK3018
 DK3018.The horizontal coordinates were established by GPS observations
 DK3018.and adjusted by the National Geodetic Survey in July 2009.
 DK3018
 DK3018.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3018.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3018
 DK3018.The horizontal coordinates are valid at the epoch date displayed above
 DK3018.which is a decimal equivalence of Year/Month/Day.
 DK3018
 DK3018.The orthometric height was determined by differential leveling and
 DK3018.adjusted in February 2011.
 DK3018
 DK3018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3018
 DK3018.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3018
 DK3018.The ellipsoidal height was determined by GPS observations
 DK3018.and is referenced to NAD 83.
 DK3018
 DK3018.The dynamic height is computed by dividing the NAVD 88
 DK3018.geopotential number by the normal gravity value computed on the
 DK3018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3018.degrees latitude (g = 980.6199 gals.).
 DK3018
 DK3018.The modeled gravity was interpolated from observed gravity values.
 DK3018
 DK3018. The following values were computed from the NAD 83(2007) position.
 DK3018
 DK3018;                    North         East     Units Scale Factor Converg.
 DK3018;SPC MN S     -   336,132.481   646,050.623   MT  0.99997817   -1 22 16.8
 DK3018;SPC MN S     - 1,102,794.65  2,119,584.42   sFT  0.99997817   -1 22 16.8
 DK3018;UTM  15      - 4,999,262.035   267,428.078   MT  1.00026513   -2 05 43.5
 DK3018;UTM  14      - 4,999,516.498   739,425.529   MT  1.00030492   +2 09 26.0
 DK3018
 DK3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3018!SPC MN S     -   0.99995549  x   0.99997817  =   0.99993366
 DK3018!UTM  15      -   0.99995549  x   1.00026513  =   1.00022061
 DK3018!UTM  14      -   0.99995549  x   1.00030492  =   1.00026040
 DK3018
 DK3018                          SUPERSEDED SURVEY CONTROL
 DK3018
 DK3018  NAD 83(1996)-  45 06 30.78646(N)    095 57 23.17864(W) AD(       ) 1
 DK3018  ELLIP H (01/10/08)  283.888  (m)                       GP(       ) 4 1
 DK3018  NAVD 88 (01/10/08)  310.11   (m)         1017.4    (f) LEVELING    3  
 DK3018
 DK3018.Superseded values are not recommended for survey control.
 DK3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3018.See file dsdata.txt to determine how the superseded data were derived.
 DK3018
 DK3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6742899262(NAD 83)
 DK3018
 DK3018_MARKER: DD = SURVEY DISK
 DK3018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3018_STAMPING: 1209 Q 2006
 DK3018_MARK LOGO: MNDT  
 DK3018_PROJECTION: FLUSH
 DK3018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3018+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DK3018_ROD/PIPE-DEPTH:  6.1 meters
 DK3018
 DK3018  HISTORY     - Date     Condition        Report By
 DK3018  HISTORY     - 2006     MONUMENTED       MNDT
 DK3018  HISTORY     - 20060812 GOOD             MNDT
 DK3018
 DK3018                          STATION DESCRIPTION
 DK3018
 DK3018'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3018'2.5 MILES WEST OF MILAN, 2.60 MILES WEST ALONG TRUNK HIGHWAY 40 FROM
 DK3018'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DK3018'HIGHWAY 40 MILEPOINT 30, 70.6 FEET SOUTH OF TRUNK HIGHWAY 40, 38.0
 DK3018'FEET WEST OF FIELD ENTRANCE, 1.0 FEET NORTH OF WITNESS POST.
 DK3018
 DK3018                          STATION RECOVERY (2006)
 DK3018
 DK3018'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DK3018'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3019 ***********************************************************************
 DK3019  DESIGNATION -  1209 R
 DK3019  PID         -  DK3019
 DK3019  STATE/COUNTY-  MN/CHIPPEWA
 DK3019  COUNTRY     -  US
 DK3019  USGS QUAD   -  MILAN (1958)
 DK3019
 DK3019                         *CURRENT SURVEY CONTROL
 DK3019  ______________________________________________________________________
 DK3019* NAD 83(2007) POSITION- 45 06 31.75556(N) 095 56 21.67349(W)   ADJUSTED  
 DK3019* NAD 83(2007) ELLIP HT-   287.038 (meters)        (07/23/09)   ADJUSTED
 DK3019* NAD 83(2007) EPOCH   -  2002.00
 DK3019* NAVD 88 ORTHO HEIGHT -   313.256  (meters)    1027.74  (feet) ADJUSTED  
 DK3019  ______________________________________________________________________
 DK3019  NAD 83(2007) X  -   -466,596.253 (meters)                     COMP
 DK3019  NAD 83(2007) Y  - -4,485,028.226 (meters)                     COMP
 DK3019  NAD 83(2007) Z  -  4,496,095.091 (meters)                     COMP
 DK3019  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC09
 DK3019  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 DK3019  DYNAMIC HEIGHT  -        313.232 (meters)     1027.66  (feet) COMP
 DK3019  MODELED GRAVITY -    980,532.6   (mgal)                       NAVD 88
 DK3019
 DK3019  HORZ ORDER      -  FIRST
 DK3019  VERT ORDER      -  SECOND    CLASS I
 DK3019  ELLP ORDER      -  FOURTH    CLASS I
 DK3019
 DK3019.The horizontal coordinates were established by GPS observations
 DK3019.and adjusted by the National Geodetic Survey in July 2009.
 DK3019
 DK3019.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3019.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3019
 DK3019.The horizontal coordinates are valid at the epoch date displayed above
 DK3019.which is a decimal equivalence of Year/Month/Day.
 DK3019
 DK3019.The orthometric height was determined by differential leveling and
 DK3019.adjusted in February 2011.
 DK3019
 DK3019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3019
 DK3019.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3019
 DK3019.The ellipsoidal height was determined by GPS observations
 DK3019.and is referenced to NAD 83.
 DK3019
 DK3019.The dynamic height is computed by dividing the NAVD 88
 DK3019.geopotential number by the normal gravity value computed on the
 DK3019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3019.degrees latitude (g = 980.6199 gals.).
 DK3019
 DK3019.The modeled gravity was interpolated from observed gravity values.
 DK3019
 DK3019. The following values were computed from the NAD 83(2007) position.
 DK3019
 DK3019;                    North         East     Units Scale Factor Converg.
 DK3019;SPC MN S     -   336,130.345   647,395.461   MT  0.99997822   -1 21 33.6
 DK3019;SPC MN S     - 1,102,787.64  2,123,996.61   sFT  0.99997822   -1 21 33.6
 DK3019;UTM  15      - 4,999,242.900   268,773.162   MT  1.00025746   -2 04 59.9
 DK3019;UTM  14      - 4,999,597.163   740,768.393   MT  1.00031285   +2 10 09.7
 DK3019
 DK3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3019!SPC MN S     -   0.99995500  x   0.99997822  =   0.99993322
 DK3019!UTM  15      -   0.99995500  x   1.00025746  =   1.00021245
 DK3019!UTM  14      -   0.99995500  x   1.00031285  =   1.00026783
 DK3019
 DK3019                          SUPERSEDED SURVEY CONTROL
 DK3019
 DK3019  NAD 83(1996)-  45 06 31.75530(N)    095 56 21.67324(W) AD(       ) 1
 DK3019  ELLIP H (01/10/08)  287.028  (m)                       GP(       ) 4 1
 DK3019  NAVD 88 (01/10/08)  313.26   (m)         1027.8    (f) LEVELING    3  
 DK3019
 DK3019.Superseded values are not recommended for survey control.
 DK3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3019.See file dsdata.txt to determine how the superseded data were derived.
 DK3019
 DK3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6877399242(NAD 83)
 DK3019
 DK3019_MARKER: DD = SURVEY DISK
 DK3019_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3019_STAMPING: 1209 R 2006
 DK3019_MARK LOGO: MNDT  
 DK3019_PROJECTION: RECESSED 8 CENTIMETERS
 DK3019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3019+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DK3019_ROD/PIPE-DEPTH:  7.6 meters
 DK3019
 DK3019  HISTORY     - Date     Condition        Report By
 DK3019  HISTORY     - 2006     MONUMENTED       MNDT
 DK3019  HISTORY     - 20060812 GOOD             MNDT
 DK3019
 DK3019                          STATION DESCRIPTION
 DK3019
 DK3019'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3019'1.5 MILES WEST OF MILAN, 1.60 MILES WEST ALONG TRUNK HIGHWAY 40 FROM
 DK3019'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DK3019'HIGHWAY 40 MILEPOINT 30.80, 76.0 FEET NORTH OF TRUNK HIGHWAY 40, 58.0
 DK3019'FEET EAST OF 170TH AVENUE NORTHWEST, 12.0 FEET NORTH OF BIKE TRAIL,
 DK3019'1.0 FEET SOUTH OF WITNESS POST.
 DK3019
 DK3019                          STATION RECOVERY (2006)
 DK3019
 DK3019'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DK3019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3020 ***********************************************************************
 DK3020  DESIGNATION -  1209 S
 DK3020  PID         -  DK3020
 DK3020  STATE/COUNTY-  MN/CHIPPEWA
 DK3020  COUNTRY     -  US
 DK3020  USGS QUAD   -  MILAN (1958)
 DK3020
 DK3020                         *CURRENT SURVEY CONTROL
 DK3020  ______________________________________________________________________
 DK3020* NAD 83(2007) POSITION- 45 06 30.53706(N) 095 55 08.91670(W)   ADJUSTED  
 DK3020* NAD 83(2007) ELLIP HT-   286.261 (meters)        (07/23/09)   ADJUSTED
 DK3020* NAD 83(2007) EPOCH   -  2002.00
 DK3020* NAVD 88 ORTHO HEIGHT -   312.483  (meters)    1025.20  (feet) ADJUSTED  
 DK3020  ______________________________________________________________________
 DK3020  NAD 83(2007) X  -   -465,016.890 (meters)                     COMP
 DK3020  NAD 83(2007) Y  - -4,485,218.494 (meters)                     COMP
 DK3020  NAD 83(2007) Z  -  4,496,067.991 (meters)                     COMP
 DK3020  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC09
 DK3020  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 DK3020  DYNAMIC HEIGHT  -        312.460 (meters)     1025.13  (feet) COMP
 DK3020  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DK3020
 DK3020  HORZ ORDER      -  FIRST
 DK3020  VERT ORDER      -  SECOND    CLASS I
 DK3020  ELLP ORDER      -  FOURTH    CLASS I
 DK3020
 DK3020.The horizontal coordinates were established by GPS observations
 DK3020.and adjusted by the National Geodetic Survey in July 2009.
 DK3020
 DK3020.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3020.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3020
 DK3020.The horizontal coordinates are valid at the epoch date displayed above
 DK3020.which is a decimal equivalence of Year/Month/Day.
 DK3020
 DK3020.The orthometric height was determined by differential leveling and
 DK3020.adjusted in February 2011.
 DK3020
 DK3020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3020
 DK3020.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3020
 DK3020.The ellipsoidal height was determined by GPS observations
 DK3020.and is referenced to NAD 83.
 DK3020
 DK3020.The dynamic height is computed by dividing the NAVD 88
 DK3020.geopotential number by the normal gravity value computed on the
 DK3020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3020.degrees latitude (g = 980.6199 gals.).
 DK3020
 DK3020.The modeled gravity was interpolated from observed gravity values.
 DK3020
 DK3020. The following values were computed from the NAD 83(2007) position.
 DK3020
 DK3020;                    North         East     Units Scale Factor Converg.
 DK3020;SPC MN S     -   336,055.207   648,984.593   MT  0.99997816   -1 20 42.7
 DK3020;SPC MN S     - 1,102,541.12  2,129,210.29   sFT  0.99997816   -1 20 42.7
 DK3020;UTM  15      - 4,999,147.665   270,361.654   MT  1.00024846   -2 04 08.2
 DK3020;UTM  14      - 4,999,619.985   742,359.676   MT  1.00032230   +2 11 01.2
 DK3020
 DK3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3020!SPC MN S     -   0.99995512  x   0.99997816  =   0.99993328
 DK3020!UTM  15      -   0.99995512  x   1.00024846  =   1.00020357
 DK3020!UTM  14      -   0.99995512  x   1.00032230  =   1.00027741
 DK3020
 DK3020                          SUPERSEDED SURVEY CONTROL
 DK3020
 DK3020  NAD 83(1996)-  45 06 30.53680(N)    095 55 08.91643(W) AD(       ) 1
 DK3020  ELLIP H (01/10/08)  286.252  (m)                       GP(       ) 4 1
 DK3020  NAVD 88 (01/10/08)  312.48   (m)         1025.2    (f) LEVELING    3  
 DK3020
 DK3020.Superseded values are not recommended for survey control.
 DK3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3020.See file dsdata.txt to determine how the superseded data were derived.
 DK3020
 DK3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7036199147(NAD 83)
 DK3020
 DK3020_MARKER: DD = SURVEY DISK
 DK3020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3020_STAMPING: 1209 S 2006
 DK3020_MARK LOGO: MNDT  
 DK3020_PROJECTION: FLUSH
 DK3020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3020+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DK3020_ROD/PIPE-DEPTH:  9.1 meters
 DK3020
 DK3020  HISTORY     - Date     Condition        Report By
 DK3020  HISTORY     - 2006     MONUMENTED       MNDT
 DK3020  HISTORY     - 20060812 GOOD             MNDT
 DK3020
 DK3020                          STATION DESCRIPTION
 DK3020
 DK3020'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3020'0.5 MILES WEST OF MILAN, 0.60 MILES WEST ALONG TRUNK HIGHWAY 40 FROM
 DK3020'JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT TRUNK
 DK3020'HIGHWAY 40 MILEPOINT 31.80, 69.0 FEET SOUTH OF TRUNK HIGHWAY 40, 16.0
 DK3020'FEET EAST-NORTHEAST OF POWER POLE WITH GUY WIRE, 1.0 FEET NORTH OF
 DK3020'WITNESS POST.
 DK3020
 DK3020                          STATION RECOVERY (2006)
 DK3020
 DK3020'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DK3020'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4332 ***********************************************************************
 DM4332  DESIGNATION -  1210 F
 DM4332  PID         -  DM4332
 DM4332  STATE/COUNTY-  MN/CHIPPEWA
 DM4332  COUNTRY     -  US
 DM4332  USGS QUAD   -  KERKHOVEN SE (1979)
 DM4332
 DM4332                         *CURRENT SURVEY CONTROL
 DM4332  ______________________________________________________________________
 DM4332* NAD 83(1986) POSITION- 45 06 31.     (N) 095 18 31.     (W)   SCALED    
 DM4332* NAVD 88 ORTHO HEIGHT -   328.876  (meters)    1078.99  (feet) ADJUSTED  
 DM4332  ______________________________________________________________________
 DM4332  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DM4332  DYNAMIC HEIGHT  -        328.852 (meters)     1078.91  (feet) COMP
 DM4332  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 DM4332
 DM4332  VERT ORDER      -  SECOND    CLASS I
 DM4332
 DM4332.The horizontal coordinates were scaled from a topographic map and have
 DM4332.an estimated accuracy of +/- 6 seconds.
 DM4332.
 DM4332.The orthometric height was determined by differential leveling and
 DM4332.adjusted in February 2011.
 DM4332
 DM4332.The dynamic height is computed by dividing the NAVD 88
 DM4332.geopotential number by the normal gravity value computed on the
 DM4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4332.degrees latitude (g = 980.6199 gals.).
 DM4332
 DM4332.The modeled gravity was interpolated from observed gravity values.
 DM4332
 DM4332;                    North         East    Units  Estimated Accuracy
 DM4332;SPC MN S     -   335,120.      697,020.      MT  (+/- 180 meters Scaled)
 DM4332
 DM4332                          SUPERSEDED SURVEY CONTROL
 DM4332
 DM4332.No superseded survey control is available for this station.
 DM4332
 DM4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK183976(NAD 83)
 DM4332
 DM4332_MARKER: DB = BENCH MARK DISK
 DM4332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4332_STAMPING: 1210 F 1948
 DM4332_MARK LOGO: MNHD  
 DM4332_PROJECTION: PROJECTING 5 CENTIMETERS
 DM4332_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM4332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4332+STABILITY: SURFACE MOTION
 DM4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4332+SATELLITE: SATELLITE OBSERVATIONS - 1948
 DM4332
 DM4332  HISTORY     - Date     Condition        Report By
 DM4332  HISTORY     - 1948     MONUMENTED       MNHD
 DM4332
 DM4332                          STATION DESCRIPTION
 DM4332
 DM4332'DESCRIBED BY MN HIGHWAY DEPT 1948
 DM4332'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DM4332'RAYMOND, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF PENNOCK AND 5.9 MI (9.5
 DM4332'KM) SOUTH OF KERKHOVEN.
 DM4332' 
 DM4332'TO REACH TO THE MARK GO 29 MI (46.7 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4332'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN AT
 DM4332'TRUNK HIGHWAY 40 MILE POINT 61.70, 3.0 MI (4.8 KM) WEST OF EAST COUNTY
 DM4332'LINE, IN SOUTHWEST CORNER OF ROAD JUNCTION, 79 FT (24.1 M) SOUTH OF
 DM4332'TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 40 STATION 1734+96, 78.8 FT (24.0
 DM4332'M) SOUTH OF TRUNK HIGHWAY 40, 30.5 FT (9.3 M) WEST OF 140TH AVENUE
 DM4332'NORTHEAST, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF CABLE PEDESTAL, 1.5 FT
 DM4332'(0.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4343 ***********************************************************************
 DM4343  DESIGNATION -  1210 G
 DM4343  PID         -  DM4343
 DM4343  STATE/COUNTY-  MN/CHIPPEWA
 DM4343  COUNTRY     -  US
 DM4343  USGS QUAD   -  GRACELOCK (1979)
 DM4343
 DM4343                         *CURRENT SURVEY CONTROL
 DM4343  ______________________________________________________________________
 DM4343* NAD 83(1986) POSITION- 45 06 29.     (N) 095 34 27.     (W)   SCALED    
 DM4343* NAVD 88 ORTHO HEIGHT -   314.743  (meters)    1032.62  (feet) ADJUSTED  
 DM4343  ______________________________________________________________________
 DM4343  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DM4343  DYNAMIC HEIGHT  -        314.722 (meters)     1032.55  (feet) COMP
 DM4343  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DM4343
 DM4343  VERT ORDER      -  SECOND    CLASS I
 DM4343
 DM4343.The horizontal coordinates were scaled from a topographic map and have
 DM4343.an estimated accuracy of +/- 6 seconds.
 DM4343.
 DM4343.The orthometric height was determined by differential leveling and
 DM4343.adjusted in November 2011.
 DM4343
 DM4343.The dynamic height is computed by dividing the NAVD 88
 DM4343.geopotential number by the normal gravity value computed on the
 DM4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4343.degrees latitude (g = 980.6199 gals.).
 DM4343
 DM4343.The modeled gravity was interpolated from observed gravity values.
 DM4343
 DM4343;                    North         East    Units  Estimated Accuracy
 DM4343;SPC MN S     -   335,430.      676,130.      MT  (+/- 180 meters Scaled)
 DM4343
 DM4343                          SUPERSEDED SURVEY CONTROL
 DM4343
 DM4343  NAVD 88 (02/23/11)  314.745  (m)         1032.63   (f) SUPERSEDED  2 1
 DM4343
 DM4343.Superseded values are not recommended for survey control.
 DM4343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4343.See file dsdata.txt to determine how the superseded data were derived.
 DM4343
 DM4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK974981(NAD 83)
 DM4343
 DM4343_MARKER: DD = SURVEY DISK
 DM4343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4343_STAMPING: 1210 G 2006
 DM4343_MARK LOGO: MNDT  
 DM4343_PROJECTION: FLUSH
 DM4343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4343+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4343_ROD/PIPE-DEPTH:  4.6 meters
 DM4343
 DM4343  HISTORY     - Date     Condition        Report By
 DM4343  HISTORY     - 2006     MONUMENTED       MNDT
 DM4343
 DM4343                          STATION DESCRIPTION
 DM4343
 DM4343'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4343'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) SOUTH-SOUTHWEST OF DE
 DM4343'GRAFF, 10.0 MI (16.1 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.0 MI
 DM4343'(6.4 KM) NORTH OF GRACELOCK.
 DM4343' 
 DM4343'TO REACH TO THE MARK GO 16.5 MI (26.5 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4343'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4343'AT TRUNK HIGHWAY 40 MILE POINT 48.70, 67.0 FT (20.4 M) SOUTH OF TRUNK
 DM4343'HIGHWAY 40, 45.0 FT (13.7 M) WEST OF 10TH AVENUE NORTHEAST, 23.0 FT
 DM4343'(7.0 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4343'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4342 ***********************************************************************
 DM4342  DESIGNATION -  1210 H
 DM4342  PID         -  DM4342
 DM4342  STATE/COUNTY-  MN/CHIPPEWA
 DM4342  COUNTRY     -  US
 DM4342  USGS QUAD   -  GRACELOCK (1979)
 DM4342
 DM4342                         *CURRENT SURVEY CONTROL
 DM4342  ______________________________________________________________________
 DM4342* NAD 83(1986) POSITION- 45 06 29.     (N) 095 33 13.     (W)   SCALED    
 DM4342* NAVD 88 ORTHO HEIGHT -   315.664  (meters)    1035.64  (feet) ADJUSTED  
 DM4342  ______________________________________________________________________
 DM4342  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DM4342  DYNAMIC HEIGHT  -        315.643 (meters)     1035.57  (feet) COMP
 DM4342  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DM4342
 DM4342  VERT ORDER      -  SECOND    CLASS I
 DM4342
 DM4342.The horizontal coordinates were scaled from a topographic map and have
 DM4342.an estimated accuracy of +/- 6 seconds.
 DM4342.
 DM4342.The orthometric height was determined by differential leveling and
 DM4342.adjusted in November 2011.
 DM4342
 DM4342.The dynamic height is computed by dividing the NAVD 88
 DM4342.geopotential number by the normal gravity value computed on the
 DM4342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4342.degrees latitude (g = 980.6199 gals.).
 DM4342
 DM4342.The modeled gravity was interpolated from observed gravity values.
 DM4342
 DM4342;                    North         East    Units  Estimated Accuracy
 DM4342;SPC MN S     -   335,400.      677,740.      MT  (+/- 180 meters Scaled)
 DM4342
 DM4342                          SUPERSEDED SURVEY CONTROL
 DM4342
 DM4342  NAVD 88 (02/23/11)  315.665  (m)         1035.64   (f) SUPERSEDED  2 1
 DM4342
 DM4342.Superseded values are not recommended for survey control.
 DM4342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4342.See file dsdata.txt to determine how the superseded data were derived.
 DM4342
 DM4342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK991981(NAD 83)
 DM4342
 DM4342_MARKER: DD = SURVEY DISK
 DM4342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4342_STAMPING: 1210 H 2006
 DM4342_MARK LOGO: MNDT  
 DM4342_PROJECTION: FLUSH
 DM4342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4342+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4342_ROD/PIPE-DEPTH:  5.5 meters
 DM4342
 DM4342  HISTORY     - Date     Condition        Report By
 DM4342  HISTORY     - 2006     MONUMENTED       MNDT
 DM4342
 DM4342                          STATION DESCRIPTION
 DM4342
 DM4342'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4342'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF MURDOCK,
 DM4342'10.9 MI (17.5 KM) EAST-SOUTHEAST OF BIG BEND CITY AND 4.2 MI (6.8 KM)
 DM4342'NORTH-NORTHEAST OF GRACELOCK.
 DM4342' 
 DM4342'TO REACH TO THE MARK GO 17.5 MI (28.2 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4342'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4342'AT TRUNK HIGHWAY 40 MILE POINT 49.70, 60.2 FT (18.3 M) SOUTH OF TRUNK
 DM4342'HIGHWAY 40, 56.0 FT (17.1 M) WEST OF 20TH AVENUE NORTHEAST, 1.0 FT
 DM4342'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4341 ***********************************************************************
 DM4341  DESIGNATION -  1210 J
 DM4341  PID         -  DM4341
 DM4341  STATE/COUNTY-  MN/CHIPPEWA
 DM4341  COUNTRY     -  US
 DM4341  USGS QUAD   -  GRACELOCK (1979)
 DM4341
 DM4341                         *CURRENT SURVEY CONTROL
 DM4341  ______________________________________________________________________
 DM4341* NAD 83(1986) POSITION- 45 06 28.     (N) 095 31 58.     (W)   SCALED    
 DM4341* NAVD 88 ORTHO HEIGHT -   317.654  (meters)    1042.17  (feet) ADJUSTED  
 DM4341  ______________________________________________________________________
 DM4341  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 DM4341  DYNAMIC HEIGHT  -        317.633 (meters)     1042.10  (feet) COMP
 DM4341  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DM4341
 DM4341  VERT ORDER      -  SECOND    CLASS I
 DM4341
 DM4341.The horizontal coordinates were scaled from a topographic map and have
 DM4341.an estimated accuracy of +/- 6 seconds.
 DM4341.
 DM4341.The orthometric height was determined by differential leveling and
 DM4341.adjusted in November 2011.
 DM4341
 DM4341.The dynamic height is computed by dividing the NAVD 88
 DM4341.geopotential number by the normal gravity value computed on the
 DM4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4341.degrees latitude (g = 980.6199 gals.).
 DM4341
 DM4341.The modeled gravity was interpolated from observed gravity values.
 DM4341
 DM4341;                    North         East    Units  Estimated Accuracy
 DM4341;SPC MN S     -   335,340.      679,380.      MT  (+/- 180 meters Scaled)
 DM4341
 DM4341                          SUPERSEDED SURVEY CONTROL
 DM4341
 DM4341  NAVD 88 (02/23/11)  317.655  (m)         1042.17   (f) SUPERSEDED  2 1
 DM4341
 DM4341.Superseded values are not recommended for survey control.
 DM4341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4341.See file dsdata.txt to determine how the superseded data were derived.
 DM4341
 DM4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK007980(NAD 83)
 DM4341
 DM4341_MARKER: DD = SURVEY DISK
 DM4341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4341_STAMPING: 1210 J 2006
 DM4341_MARK LOGO: MNDT  
 DM4341_PROJECTION: FLUSH
 DM4341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4341+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4341_ROD/PIPE-DEPTH:  4.6 meters
 DM4341
 DM4341  HISTORY     - Date     Condition        Report By
 DM4341  HISTORY     - 2006     MONUMENTED       MNDT
 DM4341
 DM4341                          STATION DESCRIPTION
 DM4341
 DM4341'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4341'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHWEST OF DE
 DM4341'GRAFF, 10.5 MI (16.9 KM) SOUTHWEST OF MURDOCK AND 4.6 MI (7.4 KM)
 DM4341'NORTH-NORTHEAST OF GRACELOCK.
 DM4341' 
 DM4341'TO REACH TO THE MARK GO 18.5 MI (29.8 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4341'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4341'AT TRUNK HIGHWAY 40 MILE POINT 50.65, 79.6 FT (24.3 M) SOUTH OF TRUNK
 DM4341'HIGHWAY 40, 65.6 FT (20.0 M) EAST OF COUNTY ROAD 5 65.0 FT (19.8 M)
 DM4341'NORTH OF CABLE BOX, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4340 ***********************************************************************
 DM4340  DESIGNATION -  1210 K
 DM4340  PID         -  DM4340
 DM4340  STATE/COUNTY-  MN/CHIPPEWA
 DM4340  COUNTRY     -  US
 DM4340  USGS QUAD   -  GRACELOCK (1979)
 DM4340
 DM4340                         *CURRENT SURVEY CONTROL
 DM4340  ______________________________________________________________________
 DM4340* NAD 83(1986) POSITION- 45 06 29.     (N) 095 30 47.     (W)   SCALED    
 DM4340* NAVD 88 ORTHO HEIGHT -   316.071  (meters)    1036.98  (feet) ADJUSTED  
 DM4340  ______________________________________________________________________
 DM4340  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DM4340  DYNAMIC HEIGHT  -        316.050 (meters)     1036.91  (feet) COMP
 DM4340  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 DM4340
 DM4340  VERT ORDER      -  SECOND    CLASS I
 DM4340
 DM4340.The horizontal coordinates were scaled from a topographic map and have
 DM4340.an estimated accuracy of +/- 6 seconds.
 DM4340.
 DM4340.The orthometric height was determined by differential leveling and
 DM4340.adjusted in November 2011.
 DM4340
 DM4340.The dynamic height is computed by dividing the NAVD 88
 DM4340.geopotential number by the normal gravity value computed on the
 DM4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4340.degrees latitude (g = 980.6199 gals.).
 DM4340
 DM4340.The modeled gravity was interpolated from observed gravity values.
 DM4340
 DM4340;                    North         East    Units  Estimated Accuracy
 DM4340;SPC MN S     -   335,340.      680,930.      MT  (+/- 180 meters Scaled)
 DM4340
 DM4340                          SUPERSEDED SURVEY CONTROL
 DM4340
 DM4340  NAVD 88 (02/23/11)  316.071  (m)         1036.98   (f) SUPERSEDED  2 1
 DM4340
 DM4340.Superseded values are not recommended for survey control.
 DM4340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4340.See file dsdata.txt to determine how the superseded data were derived.
 DM4340
 DM4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK023980(NAD 83)
 DM4340
 DM4340_MARKER: DD = SURVEY DISK
 DM4340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4340_STAMPING: 1210 K 2006
 DM4340_MARK LOGO: MNDT  
 DM4340_PROJECTION: RECESSED 15 CENTIMETERS
 DM4340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4340+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4340_ROD/PIPE-DEPTH:  4.6 meters
 DM4340
 DM4340  HISTORY     - Date     Condition        Report By
 DM4340  HISTORY     - 2006     MONUMENTED       MNDT
 DM4340
 DM4340                          STATION DESCRIPTION
 DM4340
 DM4340'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4340'THE STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHWEST OF DE
 DM4340'GRAFF, 9.9 MI (15.9 KM) SOUTHWEST OF MURDOCK AND 5.2 MI (8.4 KM)
 DM4340'NORTHEAST OF GRACELOCK.
 DM4340' 
 DM4340'TO REACH TO THE MARK GO 19.6 MI (31.5 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4340'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4340'AT TRUNK HIGHWAY 40 MILE POINT 51.70, 128.0 FT (39.0 M) WEST OF 40TH
 DM4340'AVENUE NORTHEAST, 95.0 FT (29.0 M) WEST OF POWER POLE, 75.0 FT (22.9
 DM4340'M) NORTH OF TRUNK HIGHWAY 40, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4339 ***********************************************************************
 DM4339  DESIGNATION -  1210 L
 DM4339  PID         -  DM4339
 DM4339  STATE/COUNTY-  MN/CHIPPEWA
 DM4339  COUNTRY     -  US
 DM4339  USGS QUAD   -  KERKHOVEN SW (1979)
 DM4339
 DM4339                         *CURRENT SURVEY CONTROL
 DM4339  ______________________________________________________________________
 DM4339* NAD 83(1986) POSITION- 45 06 27.     (N) 095 29 31.     (W)   SCALED    
 DM4339* NAVD 88 ORTHO HEIGHT -   317.045  (meters)    1040.17  (feet) ADJUSTED  
 DM4339  ______________________________________________________________________
 DM4339  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DM4339  DYNAMIC HEIGHT  -        317.024 (meters)     1040.10  (feet) COMP
 DM4339  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DM4339
 DM4339  VERT ORDER      -  SECOND    CLASS I
 DM4339
 DM4339.The horizontal coordinates were scaled from a topographic map and have
 DM4339.an estimated accuracy of +/- 6 seconds.
 DM4339.
 DM4339.The orthometric height was determined by differential leveling and
 DM4339.adjusted in February 2011.
 DM4339
 DM4339.The dynamic height is computed by dividing the NAVD 88
 DM4339.geopotential number by the normal gravity value computed on the
 DM4339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4339.degrees latitude (g = 980.6199 gals.).
 DM4339
 DM4339.The modeled gravity was interpolated from observed gravity values.
 DM4339
 DM4339;                    North         East    Units  Estimated Accuracy
 DM4339;SPC MN S     -   335,250.      682,590.      MT  (+/- 180 meters Scaled)
 DM4339
 DM4339                          SUPERSEDED SURVEY CONTROL
 DM4339
 DM4339.No superseded survey control is available for this station.
 DM4339
 DM4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK039979(NAD 83)
 DM4339
 DM4339_MARKER: DD = SURVEY DISK
 DM4339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4339_STAMPING: 1210 L 2006
 DM4339_MARK LOGO: MNDT  
 DM4339_PROJECTION: RECESSED 8 CENTIMETERS
 DM4339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4339+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DM4339_ROD/PIPE-DEPTH:  4.6 meters
 DM4339
 DM4339  HISTORY     - Date     Condition        Report By
 DM4339  HISTORY     - 2006     MONUMENTED       MNDT
 DM4339  HISTORY     - 20081021 GOOD             MNDT
 DM4339
 DM4339                          STATION DESCRIPTION
 DM4339
 DM4339'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4339'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTHWEST OF KERKHOVEN,
 DM4339'9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF MURDOCK AND 5.8 MI (9.3 KM)
 DM4339'NORTHEAST OF GRACELOCK.
 DM4339' 
 DM4339'TO REACH TO THE MARK GO 20.6 MI (33.1 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4339'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4339'AT TRUNK HIGHWAY 40 MILE POINT 52.70, 56.3 FT (17.2 M) SOUTH OF TRUNK
 DM4339'HIGHWAY 40, 38.8 FT (11.8 M) EAST OF 50TH AVENUE NORTHEAST, 29.8 FT
 DM4339'(9.1 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4339'POST.
 DM4339
 DM4339                          STATION RECOVERY (2008)
 DM4339
 DM4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DM4339'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4338 ***********************************************************************
 DM4338  DESIGNATION -  1210 M
 DM4338  PID         -  DM4338
 DM4338  STATE/COUNTY-  MN/CHIPPEWA
 DM4338  COUNTRY     -  US
 DM4338  USGS QUAD   -  KERKHOVEN SW (1979)
 DM4338
 DM4338                         *CURRENT SURVEY CONTROL
 DM4338  ______________________________________________________________________
 DM4338* NAD 83(1986) POSITION- 45 06 31.     (N) 095 27 07.     (W)   SCALED    
 DM4338* NAVD 88 ORTHO HEIGHT -   319.370  (meters)    1047.80  (feet) ADJUSTED  
 DM4338  ______________________________________________________________________
 DM4338  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DM4338  DYNAMIC HEIGHT  -        319.348 (meters)     1047.73  (feet) COMP
 DM4338  MODELED GRAVITY -    980,540.4   (mgal)                       NAVD 88
 DM4338
 DM4338  VERT ORDER      -  SECOND    CLASS I
 DM4338
 DM4338.The horizontal coordinates were scaled from a topographic map and have
 DM4338.an estimated accuracy of +/- 6 seconds.
 DM4338.
 DM4338.The orthometric height was determined by differential leveling and
 DM4338.adjusted in February 2011.
 DM4338
 DM4338.The dynamic height is computed by dividing the NAVD 88
 DM4338.geopotential number by the normal gravity value computed on the
 DM4338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4338.degrees latitude (g = 980.6199 gals.).
 DM4338
 DM4338.The modeled gravity was interpolated from observed gravity values.
 DM4338
 DM4338;                    North         East    Units  Estimated Accuracy
 DM4338;SPC MN S     -   335,310.      685,740.      MT  (+/- 180 meters Scaled)
 DM4338
 DM4338                          SUPERSEDED SURVEY CONTROL
 DM4338
 DM4338.No superseded survey control is available for this station.
 DM4338
 DM4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK071979(NAD 83)
 DM4338
 DM4338_MARKER: DD = SURVEY DISK
 DM4338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4338_STAMPING: 1210 M 2006
 DM4338_MARK LOGO: MNDT  
 DM4338_PROJECTION: RECESSED 10 CENTIMETERS
 DM4338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4338+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4338_ROD/PIPE-DEPTH:  6.1 meters
 DM4338
 DM4338  HISTORY     - Date     Condition        Report By
 DM4338  HISTORY     - 2006     MONUMENTED       MNDT
 DM4338
 DM4338                          STATION DESCRIPTION
 DM4338
 DM4338'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4338'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF KERKHOVEN,
 DM4338'8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF MURDOCK AND 7.4 MI (11.9 KM)
 DM4338'EAST-NORTHEAST OF GRACELOCK.
 DM4338' 
 DM4338'TO REACH TO THE MARK GO 22.6 MI (36.4 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4338'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4338'AT TRUNK HIGHWAY 40 MILE POINT 54.70, 53.0 FT (16.2 M) NORTH OF TRUNK
 DM4338'HIGHWAY 40, 40.7 FT (12.4 M) WEST OF 70TH AVENUE NORTHEAST, 36 FT
 DM4338'(11.0 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4338'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4337 ***********************************************************************
 DM4337  DESIGNATION -  1210 N
 DM4337  PID         -  DM4337
 DM4337  STATE/COUNTY-  MN/CHIPPEWA
 DM4337  COUNTRY     -  US
 DM4337  USGS QUAD   -  KERKHOVEN SW (1979)
 DM4337
 DM4337                         *CURRENT SURVEY CONTROL
 DM4337  ______________________________________________________________________
 DM4337* NAD 83(1986) POSITION- 45 06 30.     (N) 095 25 53.     (W)   SCALED    
 DM4337* NAVD 88 ORTHO HEIGHT -   318.389  (meters)    1044.58  (feet) ADJUSTED  
 DM4337  ______________________________________________________________________
 DM4337  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 DM4337  DYNAMIC HEIGHT  -        318.368 (meters)     1044.51  (feet) COMP
 DM4337  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 DM4337
 DM4337  VERT ORDER      -  SECOND    CLASS I
 DM4337
 DM4337.The horizontal coordinates were scaled from a topographic map and have
 DM4337.an estimated accuracy of +/- 6 seconds.
 DM4337.
 DM4337.The orthometric height was determined by differential leveling and
 DM4337.adjusted in February 2011.
 DM4337
 DM4337.The dynamic height is computed by dividing the NAVD 88
 DM4337.geopotential number by the normal gravity value computed on the
 DM4337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4337.degrees latitude (g = 980.6199 gals.).
 DM4337
 DM4337.The modeled gravity was interpolated from observed gravity values.
 DM4337
 DM4337;                    North         East    Units  Estimated Accuracy
 DM4337;SPC MN S     -   335,250.      687,360.      MT  (+/- 180 meters Scaled)
 DM4337
 DM4337                          SUPERSEDED SURVEY CONTROL
 DM4337
 DM4337.No superseded survey control is available for this station.
 DM4337
 DM4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK087978(NAD 83)
 DM4337
 DM4337_MARKER: DD = SURVEY DISK
 DM4337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4337_STAMPING: 1210 N 2006
 DM4337_MARK LOGO: MNDT  
 DM4337_PROJECTION: RECESSED 10 CENTIMETERS
 DM4337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4337+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4337_ROD/PIPE-DEPTH:  7.6 meters
 DM4337
 DM4337  HISTORY     - Date     Condition        Report By
 DM4337  HISTORY     - 2006     MONUMENTED       MNDT
 DM4337
 DM4337                          STATION DESCRIPTION
 DM4337
 DM4337'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4337'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF
 DM4337'GRACELOCK, 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF MURDOCK AND 8.0 MI
 DM4337'(12.9 KM) SOUTHWEST OF KERKHOVEN.
 DM4337' 
 DM4337'TO REACH TO THE MARK GO 23.6 MI (38.0 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4337'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4337'AT TRUNK HIGHWAY 40 MILE POINT 55.70, 57.7 FT (17.6 M) SOUTH OF TRUNK
 DM4337'HIGHWAY 40, 34.0 FT (10.4 M) WEST OF 80TH AVENUE NORTHEAST, 14.0 FT
 DM4337'(4.3 M) NORTH OF CABLE BOX, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4336 ***********************************************************************
 DM4336  DESIGNATION -  1210 P
 DM4336  PID         -  DM4336
 DM4336  STATE/COUNTY-  MN/CHIPPEWA
 DM4336  COUNTRY     -  US
 DM4336  USGS QUAD   -  KERKHOVEN SW (1979)
 DM4336
 DM4336                         *CURRENT SURVEY CONTROL
 DM4336  ______________________________________________________________________
 DM4336* NAD 83(1986) POSITION- 45 06 31.     (N) 095 24 38.     (W)   SCALED    
 DM4336* NAVD 88 ORTHO HEIGHT -   318.783  (meters)    1045.87  (feet) ADJUSTED  
 DM4336  ______________________________________________________________________
 DM4336  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DM4336  DYNAMIC HEIGHT  -        318.761 (meters)     1045.80  (feet) COMP
 DM4336  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DM4336
 DM4336  VERT ORDER      -  SECOND    CLASS I
 DM4336
 DM4336.The horizontal coordinates were scaled from a topographic map and have
 DM4336.an estimated accuracy of +/- 6 seconds.
 DM4336.
 DM4336.The orthometric height was determined by differential leveling and
 DM4336.adjusted in February 2011.
 DM4336
 DM4336.The dynamic height is computed by dividing the NAVD 88
 DM4336.geopotential number by the normal gravity value computed on the
 DM4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4336.degrees latitude (g = 980.6199 gals.).
 DM4336
 DM4336.The modeled gravity was interpolated from observed gravity values.
 DM4336
 DM4336;                    North         East    Units  Estimated Accuracy
 DM4336;SPC MN S     -   335,250.      689,000.      MT  (+/- 180 meters Scaled)
 DM4336
 DM4336                          SUPERSEDED SURVEY CONTROL
 DM4336
 DM4336.No superseded survey control is available for this station.
 DM4336
 DM4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK103978(NAD 83)
 DM4336
 DM4336_MARKER: DD = SURVEY DISK
 DM4336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4336_STAMPING: 1210 P 2006
 DM4336_MARK LOGO: MNDT  
 DM4336_PROJECTION: FLUSH
 DM4336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4336+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4336_ROD/PIPE-DEPTH:  4.6 meters
 DM4336
 DM4336  HISTORY     - Date     Condition        Report By
 DM4336  HISTORY     - 2006     MONUMENTED       MNDT
 DM4336
 DM4336                          STATION DESCRIPTION
 DM4336
 DM4336'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4336'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-NORTHEAST OF
 DM4336'GRACELOCK, 8.0 MI (12.9 KM) SOUTH OF MURDOCK AND 7.3 MI (11.7 KM)
 DM4336'SOUTHWEST OF KERKHOVEN.
 DM4336' 
 DM4336'TO REACH TO THE MARK GO 24.6 MI (39.6 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4336'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4336'AT TRUNK HIGHWAY 40 MILE POINT 56.70, 74.5 FT (22.7 M) SOUTH OF TRUNK
 DM4336'HIGHWAY 40, 57.0 FT (17.4 M) EAST OF 90TH AVENUE NORTHEAST, 2.7 FT
 DM4336'(0.8 M) EAST OF CUT OFF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4336'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4335 ***********************************************************************
 DM4335  DESIGNATION -  1210 Q
 DM4335  PID         -  DM4335
 DM4335  STATE/COUNTY-  MN/CHIPPEWA
 DM4335  COUNTRY     -  US
 DM4335  USGS QUAD   -  KERKHOVEN SW (1979)
 DM4335
 DM4335                         *CURRENT SURVEY CONTROL
 DM4335  ______________________________________________________________________
 DM4335* NAD 83(1986) POSITION- 45 06 33.     (N) 095 23 24.     (W)   SCALED    
 DM4335* NAVD 88 ORTHO HEIGHT -   321.427  (meters)    1054.55  (feet) ADJUSTED  
 DM4335  ______________________________________________________________________
 DM4335  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DM4335  DYNAMIC HEIGHT  -        321.404 (meters)     1054.47  (feet) COMP
 DM4335  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DM4335
 DM4335  VERT ORDER      -  SECOND    CLASS I
 DM4335
 DM4335.The horizontal coordinates were scaled from a topographic map and have
 DM4335.an estimated accuracy of +/- 6 seconds.
 DM4335.
 DM4335.The orthometric height was determined by differential leveling and
 DM4335.adjusted in February 2011.
 DM4335
 DM4335.The dynamic height is computed by dividing the NAVD 88
 DM4335.geopotential number by the normal gravity value computed on the
 DM4335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4335.degrees latitude (g = 980.6199 gals.).
 DM4335
 DM4335.The modeled gravity was interpolated from observed gravity values.
 DM4335
 DM4335;                    North         East    Units  Estimated Accuracy
 DM4335;SPC MN S     -   335,290.      690,620.      MT  (+/- 180 meters Scaled)
 DM4335
 DM4335                          SUPERSEDED SURVEY CONTROL
 DM4335
 DM4335.No superseded survey control is available for this station.
 DM4335
 DM4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK119978(NAD 83)
 DM4335
 DM4335_MARKER: DD = SURVEY DISK
 DM4335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4335_STAMPING: 1210 Q 2006
 DM4335_MARK LOGO: MNDT  
 DM4335_PROJECTION: RECESSED 5 CENTIMETERS
 DM4335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4335+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4335_ROD/PIPE-DEPTH:  4.6 meters
 DM4335
 DM4335  HISTORY     - Date     Condition        Report By
 DM4335  HISTORY     - 2006     MONUMENTED       MNDT
 DM4335
 DM4335                          STATION DESCRIPTION
 DM4335
 DM4335'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4335'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF RAYMOND,
 DM4335'7.9 MI (12.7 KM) SOUTH OF MURDOCK AND 6.7 MI (10.8 KM) SOUTH-SOUTHWEST
 DM4335'OF KERKHOVEN.
 DM4335' 
 DM4335'TO REACH TO THE MARK GO 25.6 MI (41.2 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4335'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4335'AT TRUNK HIGHWAY 40 MILE POINT 57.70, 76.8 FT (23.4 M) NORTH OF TRUNK
 DM4335'HIGHWAY 40, 30.7 FT (9.4 M) EAST OF 100TH AVENUE NORTHEAST, 14.0 FT
 DM4335'(4.3 M) SOUTH OF A FIELD ENTRANCE, 7.5 FT (2.3 M) NORTH OF CABLE BOX
 DM4335'NUMBER 7D, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4334 ***********************************************************************
 DM4334  DESIGNATION -  1210 R
 DM4334  PID         -  DM4334
 DM4334  STATE/COUNTY-  MN/CHIPPEWA
 DM4334  COUNTRY     -  US
 DM4334  USGS QUAD   -  KERKHOVEN SE (1979)
 DM4334
 DM4334                         *CURRENT SURVEY CONTROL
 DM4334  ______________________________________________________________________
 DM4334* NAD 83(1986) POSITION- 45 06 32.     (N) 095 21 00.     (W)   SCALED    
 DM4334* NAVD 88 ORTHO HEIGHT -   324.121  (meters)    1063.39  (feet) ADJUSTED  
 DM4334  ______________________________________________________________________
 DM4334  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM4334  DYNAMIC HEIGHT  -        324.097 (meters)     1063.31  (feet) COMP
 DM4334  MODELED GRAVITY -    980,535.4   (mgal)                       NAVD 88
 DM4334
 DM4334  VERT ORDER      -  SECOND    CLASS I
 DM4334
 DM4334.The horizontal coordinates were scaled from a topographic map and have
 DM4334.an estimated accuracy of +/- 6 seconds.
 DM4334.
 DM4334.The orthometric height was determined by differential leveling and
 DM4334.adjusted in February 2011.
 DM4334
 DM4334.The dynamic height is computed by dividing the NAVD 88
 DM4334.geopotential number by the normal gravity value computed on the
 DM4334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4334.degrees latitude (g = 980.6199 gals.).
 DM4334
 DM4334.The modeled gravity was interpolated from observed gravity values.
 DM4334
 DM4334;                    North         East    Units  Estimated Accuracy
 DM4334;SPC MN S     -   335,210.      693,770.      MT  (+/- 180 meters Scaled)
 DM4334
 DM4334                          SUPERSEDED SURVEY CONTROL
 DM4334
 DM4334.No superseded survey control is available for this station.
 DM4334
 DM4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK151977(NAD 83)
 DM4334
 DM4334_MARKER: DD = SURVEY DISK
 DM4334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4334_STAMPING: 1210 R 2006
 DM4334_MARK LOGO: MNDT  
 DM4334_PROJECTION: RECESSED 5 CENTIMETERS
 DM4334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4334+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4334_ROD/PIPE-DEPTH:  6.1 meters
 DM4334
 DM4334  HISTORY     - Date     Condition        Report By
 DM4334  HISTORY     - 2006     MONUMENTED       MNDT
 DM4334
 DM4334                          STATION DESCRIPTION
 DM4334
 DM4334'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4334'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHWEST OF RAYMOND,
 DM4334'8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF MURDOCK AND 6.0 MI (9.7 KM)
 DM4334'SOUTH-SOUTHWEST OF KERKHOVEN.
 DM4334' 
 DM4334'TO REACH TO THE MARK GO 27.60 MI (44.4 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4334'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4334'TRUNK HIGHWAY 40 MILE POINT 59.7, 70.4 FT (21.5 M) SOUTH OF TRUNK
 DM4334'HIGHWAY 40, 35.5 FT (10.8 M) WEST OF 120TH AVENUE NORTHEAST, 18.0 FT
 DM4334'(5.5 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4334'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4333 ***********************************************************************
 DM4333  DESIGNATION -  1210 S
 DM4333  PID         -  DM4333
 DM4333  STATE/COUNTY-  MN/CHIPPEWA
 DM4333  COUNTRY     -  US
 DM4333  USGS QUAD   -  KERKHOVEN SE (1979)
 DM4333
 DM4333                         *CURRENT SURVEY CONTROL
 DM4333  ______________________________________________________________________
 DM4333* NAD 83(1986) POSITION- 45 06 34.     (N) 095 19 44.     (W)   SCALED    
 DM4333* NAVD 88 ORTHO HEIGHT -   325.939  (meters)    1069.35  (feet) ADJUSTED  
 DM4333  ______________________________________________________________________
 DM4333  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DM4333  DYNAMIC HEIGHT  -        325.915 (meters)     1069.27  (feet) COMP
 DM4333  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 DM4333
 DM4333  VERT ORDER      -  SECOND    CLASS I
 DM4333
 DM4333.The horizontal coordinates were scaled from a topographic map and have
 DM4333.an estimated accuracy of +/- 6 seconds.
 DM4333.
 DM4333.The orthometric height was determined by differential leveling and
 DM4333.adjusted in February 2011.
 DM4333
 DM4333.The dynamic height is computed by dividing the NAVD 88
 DM4333.geopotential number by the normal gravity value computed on the
 DM4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4333.degrees latitude (g = 980.6199 gals.).
 DM4333
 DM4333.The modeled gravity was interpolated from observed gravity values.
 DM4333
 DM4333;                    North         East    Units  Estimated Accuracy
 DM4333;SPC MN S     -   335,240.      695,430.      MT  (+/- 180 meters Scaled)
 DM4333
 DM4333                          SUPERSEDED SURVEY CONTROL
 DM4333
 DM4333.No superseded survey control is available for this station.
 DM4333
 DM4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK167977(NAD 83)
 DM4333
 DM4333_MARKER: DD = SURVEY DISK
 DM4333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4333_STAMPING: 1210 S 2006
 DM4333_MARK LOGO: MNDT  
 DM4333_PROJECTION: RECESSED 8 CENTIMETERS
 DM4333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4333+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4333_ROD/PIPE-DEPTH:  4.6 meters
 DM4333
 DM4333  HISTORY     - Date     Condition        Report By
 DM4333  HISTORY     - 2006     MONUMENTED       MNDT
 DM4333
 DM4333                          STATION DESCRIPTION
 DM4333
 DM4333'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4333'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF
 DM4333'PENNOCK, 7.8 MI (12.6 KM) NORTHWEST OF RAYMOND AND 5.8 MI (9.3 KM)
 DM4333'SOUTH OF KERKHOVEN.
 DM4333' 
 DM4333'TO REACH TO THE MARK GO 28.65 MI (46.1 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4333'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7/59 IN MILAN,
 DM4333'AT TRUNK HIGHWAY 40 MILE POINT 60.75, 99.0 FT (30.2 M) NORTH OF TRUNK
 DM4333'HIGHWAY 40, 46.7 FT (14.2 M) EAST OF 130TH AVENUE NORTHEAST, 39.3 FT
 DM4333'(12.0 M) SOUTH OF POWER-POLE WITH GUY WIRE, 1.0 FT (0.3 M) SOUTH OF A
 DM4333'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4331 ***********************************************************************
 DM4331  DESIGNATION -  1210 T
 DM4331  PID         -  DM4331
 DM4331  STATE/COUNTY-  MN/CHIPPEWA
 DM4331  COUNTRY     -  US
 DM4331  USGS QUAD   -  KERKHOVEN SE (1979)
 DM4331
 DM4331                         *CURRENT SURVEY CONTROL
 DM4331  ______________________________________________________________________
 DM4331* NAD 83(1986) POSITION- 45 06 33.     (N) 095 16 02.     (W)   SCALED    
 DM4331* NAVD 88 ORTHO HEIGHT -   334.272  (meters)    1096.69  (feet) ADJUSTED  
 DM4331  ______________________________________________________________________
 DM4331  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DM4331  DYNAMIC HEIGHT  -        334.246 (meters)     1096.61  (feet) COMP
 DM4331  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 DM4331
 DM4331  VERT ORDER      -  SECOND    CLASS I
 DM4331
 DM4331.The horizontal coordinates were scaled from a topographic map and have
 DM4331.an estimated accuracy of +/- 6 seconds.
 DM4331.
 DM4331.The orthometric height was determined by differential leveling and
 DM4331.adjusted in February 2011.
 DM4331
 DM4331.The dynamic height is computed by dividing the NAVD 88
 DM4331.geopotential number by the normal gravity value computed on the
 DM4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4331.degrees latitude (g = 980.6199 gals.).
 DM4331
 DM4331.The modeled gravity was interpolated from observed gravity values.
 DM4331
 DM4331;                    North         East    Units  Estimated Accuracy
 DM4331;SPC MN S     -   335,130.      700,280.      MT  (+/- 180 meters Scaled)
 DM4331
 DM4331                          SUPERSEDED SURVEY CONTROL
 DM4331
 DM4331.No superseded survey control is available for this station.
 DM4331
 DM4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK216975(NAD 83)
 DM4331
 DM4331_MARKER: DD = SURVEY DISK
 DM4331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4331_STAMPING: 1210 T 2006
 DM4331_MARK LOGO: MNDT  
 DM4331_PROJECTION: RECESSED 10 CENTIMETERS
 DM4331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4331+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4331_ROD/PIPE-DEPTH:  4.6 meters
 DM4331
 DM4331  HISTORY     - Date     Condition        Report By
 DM4331  HISTORY     - 2006     MONUMENTED       MNDT
 DM4331
 DM4331                          STATION DESCRIPTION
 DM4331
 DM4331'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4331'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 DM4331'RAYMOND, 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF KERKHOVEN AND 5.2 MI (8.4
 DM4331'KM) WEST-SOUTHWEST OF PENNOCK.
 DM4331' 
 DM4331'TO REACH TO THE MARK GO 29.70 MI (47.8 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4331'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 7 IN MILAN, AT
 DM4331'TRUNK HIGHWAY 40 MILE POINT 63.7, 75.3 FT (23.0 M) NORTH OF TRUNK
 DM4331'HIGHWAY 40, 45.5 FT (13.9 M) EAST OF 160TH AVENUE NORTHEAST, 22.5 FT
 DM4331'(6.9 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DM4331'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1321 ***********************************************************************
 PQ1321  DESIGNATION -  1211 A
 PQ1321  PID         -  PQ1321
 PQ1321  STATE/COUNTY-  MN/CHIPPEWA
 PQ1321  COUNTRY     -  US
 PQ1321  USGS QUAD   -  GRANITE FALLS (1965)
 PQ1321
 PQ1321                         *CURRENT SURVEY CONTROL
 PQ1321  ______________________________________________________________________
 PQ1321* NAD 83(1986) POSITION- 44 48 21.     (N) 095 31 57.     (W)   SCALED    
 PQ1321* NAVD 88 ORTHO HEIGHT -   283.686  (meters)     930.73  (feet) ADJUSTED  
 PQ1321  ______________________________________________________________________
 PQ1321  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 PQ1321  DYNAMIC HEIGHT  -        283.659 (meters)      930.64  (feet) COMP
 PQ1321  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 PQ1321
 PQ1321  VERT ORDER      -  SECOND    CLASS I
 PQ1321
 PQ1321.The horizontal coordinates were scaled from a topographic map and have
 PQ1321.an estimated accuracy of +/- 6 seconds.
 PQ1321.
 PQ1321.The orthometric height was determined by differential leveling and
 PQ1321.adjusted in June 1995.
 PQ1321
 PQ1321.The dynamic height is computed by dividing the NAVD 88
 PQ1321.geopotential number by the normal gravity value computed on the
 PQ1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1321.degrees latitude (g = 980.6199 gals.).
 PQ1321
 PQ1321.The modeled gravity was interpolated from observed gravity values.
 PQ1321
 PQ1321;                    North         East    Units  Estimated Accuracy
 PQ1321;SPC MN S     -   301,790.      678,780.      MT  (+/- 180 meters Scaled)
 PQ1321
 PQ1321                          SUPERSEDED SURVEY CONTROL
 PQ1321
 PQ1321.No superseded survey control is available for this station.
 PQ1321
 PQ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK997645(NAD 83)
 PQ1321
 PQ1321_MARKER: DV = VERTICAL CONTROL DISK
 PQ1321_SETTING: 66 = SET IN ROCK OUTCROP
 PQ1321_SP_SET: ROCK OUTCROP
 PQ1321_STAMPING: 1211 A 1983
 PQ1321_MARK LOGO: MNDT  
 PQ1321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PQ1321+STABILITY: POSITION/ELEVATION WELL
 PQ1321
 PQ1321  HISTORY     - Date     Condition        Report By
 PQ1321  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1321
 PQ1321                          STATION DESCRIPTION
 PQ1321
 PQ1321'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1321'THE MARK IS LOCATED 0.45 MI (0.72 KM) EAST ALONG TRUNK HIGHWAY 212
 PQ1321'FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 IN GRANITE FALLS, IN THE SE
 PQ1321'1/4 OF SECTION 34, T116N, R39W, 51.8 FT (15.8 M) NORTH OF AND ABOUT 3
 PQ1321'FT (0.9 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 212 AT MILEPOINT
 PQ1321'49.75, AND 11.4 FT (3.5 M) WEST-NORTHWEST OF A STEEL WITNESS POST.
 PQ1321'THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MONUMENT
 PQ1321'DISK STAMPED---1211 A 1983---, IS SET IN A DRILL HOLE IN A 12-FOOT BY
 PQ1321'10-FOOT GRANITE ROCK OUTCROP.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1321'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1232 ***********************************************************************
 PQ1232  DESIGNATION -  1211 B
 PQ1232  PID         -  PQ1232
 PQ1232  STATE/COUNTY-  MN/CHIPPEWA
 PQ1232  COUNTRY     -  US
 PQ1232  USGS QUAD   -  GRANITE FALLS (1965)
 PQ1232
 PQ1232                         *CURRENT SURVEY CONTROL
 PQ1232  ______________________________________________________________________
 PQ1232* NAD 83(1986) POSITION- 44 48 15.     (N) 095 31 12.     (W)   SCALED    
 PQ1232* NAVD 88 ORTHO HEIGHT -   288.603  (meters)     946.86  (feet) ADJUSTED  
 PQ1232  ______________________________________________________________________
 PQ1232  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 PQ1232  DYNAMIC HEIGHT  -        288.575 (meters)      946.77  (feet) COMP
 PQ1232  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 PQ1232
 PQ1232  VERT ORDER      -  FIRST     CLASS II
 PQ1232
 PQ1232.The horizontal coordinates were scaled from a topographic map and have
 PQ1232.an estimated accuracy of +/- 6 seconds.
 PQ1232.
 PQ1232.The orthometric height was determined by differential leveling and
 PQ1232.adjusted in June 1991.
 PQ1232
 PQ1232.WARNING-Repeat measurements at this control monument indicate possible
 PQ1232.vertical movement.
 PQ1232
 PQ1232.The dynamic height is computed by dividing the NAVD 88
 PQ1232.geopotential number by the normal gravity value computed on the
 PQ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1232.degrees latitude (g = 980.6199 gals.).
 PQ1232
 PQ1232.The modeled gravity was interpolated from observed gravity values.
 PQ1232
 PQ1232;                    North         East    Units  Estimated Accuracy
 PQ1232;SPC MN S     -   301,580.      679,760.      MT  (+/- 180 meters Scaled)
 PQ1232
 PQ1232                          SUPERSEDED SURVEY CONTROL
 PQ1232
 PQ1232.No superseded survey control is available for this station.
 PQ1232
 PQ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK007642(NAD 83)
 PQ1232
 PQ1232_MARKER: DV = VERTICAL CONTROL DISK
 PQ1232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1232_SP_SET: ALUMINUM ALLOY ROD
 PQ1232_STAMPING: 1211 B 1983
 PQ1232_MARK LOGO: MNDT  
 PQ1232_PROJECTION: FLUSH
 PQ1232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1232+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1990
 PQ1232_ROD/PIPE-DEPTH: 7.62 meters
 PQ1232
 PQ1232  HISTORY     - Date     Condition        Report By
 PQ1232  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1232  HISTORY     - 19900809 GOOD             NGS
 PQ1232  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ1232
 PQ1232                          STATION DESCRIPTION
 PQ1232
 PQ1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1232'1.6 KM (1.0 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ1232'STATE HIGHWAY 23 IN GRANITE FALLS, 150.0 M (492.1 FT) NORTH OF THE
 PQ1232'HIGHWAY CENTERLINE, 4.2 M (13.8 FT) WEST OF THE CENTER OF A DIRT
 PQ1232'ROAD, 0.5 M (1.6 FT) NORTHWEST OF A UTILITY POLE, AND 0.5 M (1.6 FT)
 PQ1232'SOUTH OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC
 PQ1232'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 PQ1232
 PQ1232                          STATION RECOVERY (1998)
 PQ1232
 PQ1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ1232'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1322 ***********************************************************************
 PQ1322  DESIGNATION -  1211 C
 PQ1322  PID         -  PQ1322
 PQ1322  STATE/COUNTY-  MN/CHIPPEWA
 PQ1322  COUNTRY     -  US
 PQ1322  USGS QUAD   -  GRANITE FALLS (1965)
 PQ1322
 PQ1322                         *CURRENT SURVEY CONTROL
 PQ1322  ______________________________________________________________________
 PQ1322* NAD 83(1986) POSITION- 44 47 50.19   (N) 095 30 25.83   (W)   HD_HELD1  
 PQ1322* NAVD 88 ORTHO HEIGHT -   304.644  (meters)     999.49  (feet) ADJUSTED  
 PQ1322  ______________________________________________________________________
 PQ1322  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 PQ1322  DYNAMIC HEIGHT  -        304.614 (meters)      999.39  (feet) COMP
 PQ1322  MODELED GRAVITY -    980,511.7   (mgal)                       NAVD 88
 PQ1322
 PQ1322  VERT ORDER      -  SECOND    CLASS I
 PQ1322
 PQ1322.The horizontal coordinates were established by differentially corrected
 PQ1322.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1322.
 PQ1322.The orthometric height was determined by differential leveling and
 PQ1322.adjusted in June 1995.
 PQ1322
 PQ1322.Photographs are available for this station.
 PQ1322
 PQ1322.The dynamic height is computed by dividing the NAVD 88
 PQ1322.geopotential number by the normal gravity value computed on the
 PQ1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1322.degrees latitude (g = 980.6199 gals.).
 PQ1322
 PQ1322.The modeled gravity was interpolated from observed gravity values.
 PQ1322
 PQ1322;                    North         East    Units  Estimated Accuracy
 PQ1322;SPC MN S     -   300,798.5     680,760.2     MT  (+/- 3 meters HH1 GPS) 
 PQ1322
 PQ1322                          SUPERSEDED SURVEY CONTROL
 PQ1322
 PQ1322.No superseded survey control is available for this station.
 PQ1322
 PQ1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0170063488(NAD 83)
 PQ1322
 PQ1322_MARKER: DV = VERTICAL CONTROL DISK
 PQ1322_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1322_SP_SET: ALUMINUM ALLOY ROD
 PQ1322_STAMPING: 1211 C 1983
 PQ1322_MARK LOGO: MNDT  
 PQ1322_PROJECTION: FLUSH
 PQ1322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1322+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 PQ1322
 PQ1322  HISTORY     - Date     Condition        Report By
 PQ1322  HISTORY     - 19830401 MONUMENTED       MNDT
 PQ1322  HISTORY     - 20030826 MARK NOT FOUND   MNDT
 PQ1322  HISTORY     - 20090514 GOOD             MNDT
 PQ1322  HISTORY     - 20090806 GOOD             GEOCAC
 PQ1322
 PQ1322                          STATION DESCRIPTION
 PQ1322
 PQ1322'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1322'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) EAST OF THE TOWN OF
 PQ1322'GRANITE FALLS, IN THE NE 1/4 OF SECTION 2, T115N, R39W, 1.25 MI
 PQ1322'(2.01 KM) EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK
 PQ1322'HIGHWAY 23 IN GRANITE FALLS, AT THE EAST END OF A REST AREA, 56 FT
 PQ1322'(17.1 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT
 PQ1322'MILEPOINT 51.15, 29.3 FT (8.9 M) WEST-SOUTHWEST OF THE EAST END OF A
 PQ1322'GUARDRAIL POST, 2.6 FT (0.8 M) NORTH OF A POWER POLE, AND 12.3 FT
 PQ1322'(3.7 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PQ1322'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1211 C 1983---, IS
 PQ1322'SET ON THE TOP OF A 3/4-INCH DIAMETER BY 12-FOOT LONG DRIVEN ALUMINUM
 PQ1322'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FT
 PQ1322'(0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 212.  A MAGNET IN THE DISK
 PQ1322'MAKES THE MARK MAGNETIC.
 PQ1322
 PQ1322                          STATION RECOVERY (2003)
 PQ1322
 PQ1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1322'1.25 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23
 PQ1322'IN GRANITE FALLS, AT EAST END OF REST AREA, 56 FEET SOUTHWEST OF TRUNK
 PQ1322'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT 51.15, 29.3 FEET
 PQ1322'WEST-SOUTHWEST OF EAST END OF GUARDRAIL POST, 2.6 FEET NORTH OF POWER
 PQ1322'POLE, 12.3 FEET SOUTH OF WITNESS POST
 PQ1322
 PQ1322                          STATION RECOVERY (2009)
 PQ1322
 PQ1322'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1322'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF SACRED HEART.
 PQ1322' 
 PQ1322'TO REACH THE MARK GO 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF ASBURY AND 2.1
 PQ1322'MI (3.4 KM) EAST-SOUTHEAST OF GRANITE FALLS.
 PQ1322' 
 PQ1322'IT IS 2.4 MI (3.9 KM) SOUTHEAST OF GRANITE FALLS, 2.1 MI (3.4 KM) EAST
 PQ1322'ON TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 PQ1322'HIGHWAY 23 IN GRANITE FALLS, AT EAST END OF REST AREA, AT TRUNK
 PQ1322'HIGHWAY 212 MILE POINT 51.15, APPROXIMATELY 200 FT (61.0 M) SOUTH OF
 PQ1322'TRUNK HIGHWAY 212, 33.4 FT (10.2 M) SOUTHEAST OF ROCKWALL ON OVERLOOK,
 PQ1322'53.0 FT (16.2 M) SOUTH OF CENTER OF ROAD AT OVERLOOK, 2.6 FT (0.8 M)
 PQ1322'NORTH OF POWER POLE.
 PQ1322
 PQ1322                          STATION RECOVERY (2009)
 PQ1322
 PQ1322'RECOVERY NOTE BY GEOCACHING 2009
 PQ1322'17.1 M (56 FT) SOUTHWEST OF TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212
 PQ1322'MILEPOINT 51.15, 9.9 M (32.6 FT) SOUTHEAST OF CORNER OF GRANITE WALL,
 PQ1322'0.8 M (2.6 FT) NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1323 ***********************************************************************
 PQ1323  DESIGNATION -  1211 D
 PQ1323  PID         -  PQ1323
 PQ1323  STATE/COUNTY-  MN/CHIPPEWA
 PQ1323  COUNTRY     -  US
 PQ1323  USGS QUAD   -  MINNESOTA FALLS (1965)
 PQ1323
 PQ1323                         *CURRENT SURVEY CONTROL
 PQ1323  ______________________________________________________________________
 PQ1323* NAD 83(2007) POSITION- 44 47 44.53074(N) 095 29 58.68197(W)   ADJUSTED  
 PQ1323* NAD 83(2007) ELLIP HT-   289.651 (meters)        (02/10/07)   ADJUSTED
 PQ1323* NAD 83(2007) EPOCH   -  2002.00
 PQ1323* NAVD 88 ORTHO HEIGHT -   316.414  (meters)    1038.10  (feet) ADJUSTED  
 PQ1323  ______________________________________________________________________
 PQ1323  NAD 83(2007) X  -   -434,518.701 (meters)                     COMP
 PQ1323  NAD 83(2007) Y  - -4,512,951.515 (meters)                     COMP
 PQ1323  NAD 83(2007) Z  -  4,471,470.118 (meters)                     COMP
 PQ1323  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC09
 PQ1323  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PQ1323  DYNAMIC HEIGHT  -        316.385 (meters)     1038.01  (feet) COMP
 PQ1323  MODELED GRAVITY -    980,514.6   (mgal)                       NAVD 88
 PQ1323
 PQ1323  VERT ORDER      -  SECOND    CLASS I
 PQ1323
 PQ1323  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1323  Type                                         Horiz  Ellip  Dist(km)
 PQ1323  -------------------------------------------------------------------
 PQ1323  NETWORK                                       0.64   0.98
 PQ1323  -------------------------------------------------------------------
 PQ1323  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.61   0.90      1.71
 PQ1323  -------------------------------------------------------------------
 PQ1323  NOTE: Click here for information on individual local accuracy
 PQ1323  values and other accuracy information.
 PQ1323
 PQ1323
 PQ1323.The horizontal coordinates were established by GPS observations
 PQ1323.and adjusted by the National Geodetic Survey in February 2007.
 PQ1323
 PQ1323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1323.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1323
 PQ1323.The horizontal coordinates are valid at the epoch date displayed above
 PQ1323.which is a decimal equivalence of Year/Month/Day.
 PQ1323
 PQ1323.The orthometric height was determined by differential leveling and
 PQ1323.adjusted in June 1995.
 PQ1323
 PQ1323.Photographs are available for this station.
 PQ1323
 PQ1323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1323
 PQ1323.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1323
 PQ1323.The ellipsoidal height was determined by GPS observations
 PQ1323.and is referenced to NAD 83.
 PQ1323
 PQ1323.The dynamic height is computed by dividing the NAVD 88
 PQ1323.geopotential number by the normal gravity value computed on the
 PQ1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1323.degrees latitude (g = 980.6199 gals.).
 PQ1323
 PQ1323.The modeled gravity was interpolated from observed gravity values.
 PQ1323
 PQ1323. The following values were computed from the NAD 83(2007) position.
 PQ1323
 PQ1323;                    North         East     Units Scale Factor Converg.
 PQ1323;SPC MN S     -   300,612.868   681,353.525   MT  0.99993520   -1 03 04.1
 PQ1323;SPC MN S     -   986,260.72  2,235,407.36   sFT  0.99993520   -1 03 04.1
 PQ1323;UTM  15      - 4,963,295.622   302,291.232   MT  1.00008069   -1 45 42.3
 PQ1323
 PQ1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1323!SPC MN S     -   0.99995459  x   0.99993520  =   0.99988979
 PQ1323!UTM  15      -   0.99995459  x   1.00008069  =   1.00003527
 PQ1323
 PQ1323:                Primary Azimuth Mark                     Grid Az
 PQ1323:SPC MN S     -  1211 E RESET                             090 50 08.5
 PQ1323:UTM  15      -  1211 E RESET                             091 32 46.7
 PQ1323
 PQ1323|---------------------------------------------------------------------|
 PQ1323| PID    Reference Object                     Distance      Geod. Az  |
 PQ1323|                                                           dddmmss.s |
 PQ1323| DM3584 1211 E RESET                        APPROX. 1.3 KM 0894704.4 |
 PQ1323| PQ1324 1211 E                              APPROX. 1.3 KM 0894710.3 |
 PQ1323|---------------------------------------------------------------------|
 PQ1323
 PQ1323                          SUPERSEDED SURVEY CONTROL
 PQ1323
 PQ1323  NAD 83(1996)-  44 47 44.53023(N)    095 29 58.68157(W) AD(       ) 1
 PQ1323  ELLIP H (06/28/04)  289.674  (m)                       GP(       ) 4 1
 PQ1323  NAVD 88 (08/04/10)  316.41   (m)         1038.1    (f) LEVELING    3  
 PQ1323  NAVD 88 (06/28/04)  316.41   (m)         1038.1    (f) LEVELING    3  
 PQ1323
 PQ1323.Superseded values are not recommended for survey control.
 PQ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1323.See file dsdata.txt to determine how the superseded data were derived.
 PQ1323
 PQ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0229163295(NAD 83)
 PQ1323
 PQ1323_MARKER: DV = VERTICAL CONTROL DISK
 PQ1323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1323_SP_SET: ALUMINUM ALLOY ROD
 PQ1323_STAMPING: 1211 D 1983
 PQ1323_MARK LOGO: MNDT  
 PQ1323_PROJECTION: FLUSH
 PQ1323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1323+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2009
 PQ1323
 PQ1323  HISTORY     - Date     Condition        Report By
 PQ1323  HISTORY     - 1983     MONUMENTED       MNDT
 PQ1323  HISTORY     - 20030826 GOOD             MNDT
 PQ1323  HISTORY     - 20090514 GOOD             MNDT
 PQ1323  HISTORY     - 20090514 GOOD             MNDT
 PQ1323
 PQ1323                          STATION DESCRIPTION
 PQ1323
 PQ1323'DESCRIBED BY MN DEPT OF TRANSP 1983
 PQ1323'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF THE TOWN OF GRANITE
 PQ1323'FALLS, IN THE SW 1/4 OF SECTION 1, T115N, R39W, 2.45 MI (3.94 KM)
 PQ1323'EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23
 PQ1323'IN GRANITE FALLS, 245 FT (74.7 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1323'HIGHWAY 212 AT MILEPOINT 51.55, 12 FT (3.7 M) WEST OF THE CENTER OF
 PQ1323'AN ENTRANCE, ABOUT 250 FT (76.2 M) NORTH OF A RADIO TOWER, 40.2 FT
 PQ1323'(12.3 M) NORTH OF A FENCE CORNER, 197 FT (60.0 M) SOUTH OF A POWER
 PQ1323'POLE, AND 2.3 FT (0.7 M) NORTH OF A POWER POLE.  THE MARK, A STANDARD
 PQ1323'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1211 D
 PQ1323'1983---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY 10-FOOT LONG
 PQ1323'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1323'ABOUT LEVEL WITH THE ENTRANCE.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1323'MAGNETIC.
 PQ1323
 PQ1323                          STATION RECOVERY (2003)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1323'RECOVERED 2.45 MILES (3.94 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 PQ1323'212 AND TRUNK HIGHWAY 23 IN GRANITE FALLS TO TRUNK HIGHWAY 212
 PQ1323'MILEPOINT 51.55 THEN 245 FEET (74.7 M) SOUTH ON TOWER ROAD, 12 FEET
 PQ1323'(3.7 M) WEST OF THE CENTER OF ENTRANCE, 250 FEET (76.2 M) NORTH OF
 PQ1323'RADIO TOWER, 197 FEET (60.0 M) SOUTH OF POLE, 2.3 FEET (0.7 M) NORTH
 PQ1323'OF POLE, 3.4 FEET (1.0 M) NORTHWEST OF WITNESS POST, FLUSH, MAGNETIC.
 PQ1323
 PQ1323                          STATION RECOVERY (2009)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VAS)
 PQ1323'2.5 MILES SOUTHEAST OF GRANITE FALLS, 2.45 MILES EAST ON TRUNK HIGHWAY
 PQ1323'212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23 IN
 PQ1323'GRANITE FALLS, 250 FEET NORTH OF RADIO TOWER, 245 FEET SOUTH OF TRUNK
 PQ1323'HIGHWAY 212 ON TOWER ROAD NUMBER 15085, 197 FEET SOUTH OF POWER POLE,
 PQ1323'12 FEET WEST OF ENTRANCE, 3.4 FEET NORTHWEST OF WITNESS POST, 2.3 FEET
 PQ1323'NORTH OF POWER POLE.
 PQ1323
 PQ1323                          STATION RECOVERY (2009)
 PQ1323
 PQ1323'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 PQ1323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3584 ***********************************************************************
 DM3584  DESIGNATION -  1211 E RESET
 DM3584  PID         -  DM3584
 DM3584  STATE/COUNTY-  MN/CHIPPEWA
 DM3584  COUNTRY     -  US
 DM3584  USGS QUAD   -  MINNESOTA FALLS (1965)
 DM3584
 DM3584                         *CURRENT SURVEY CONTROL
 DM3584  ______________________________________________________________________
 DM3584* NAD 83(2007) POSITION- 44 47 44.68421(N) 095 28 59.78326(W)   ADJUSTED  
 DM3584* NAD 83(2007) ELLIP HT-   291.287 (meters)        (08/04/10)   ADJUSTED
 DM3584* NAD 83(2007) EPOCH   -  2002.00
 DM3584* NAVD 88 ORTHO HEIGHT -   318.08   (meters)    1043.6   (feet) LEVELING  
 DM3584  ______________________________________________________________________
 DM3584  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 DM3584  NAD 83(2007) X  -   -433,229.806 (meters)                     COMP
 DM3584  NAD 83(2007) Y  - -4,513,073.241 (meters)                     COMP
 DM3584  NAD 83(2007) Z  -  4,471,474.632 (meters)                     COMP
 DM3584  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC09
 DM3584  HORZ ORDER      -  FIRST
 DM3584  VERT ORDER      -  THIRD
 DM3584  ELLP ORDER      -  THIRD     CLASS I
 DM3584
 DM3584.The horizontal coordinates were established by GPS observations
 DM3584.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3584
 DM3584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3584.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3584
 DM3584.The horizontal coordinates are valid at the epoch date displayed above
 DM3584.which is a decimal equivalence of Year/Month/Day.
 DM3584
 DM3584.The orthometric height was determined by differential leveling.
 DM3584.The vertical network tie was performed by a horz. field party for horz.
 DM3584.obs reductions. Reset procedures were used to establish the elevation.
 DM3584
 DM3584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3584
 DM3584.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3584
 DM3584.The ellipsoidal height was determined by GPS observations
 DM3584.and is referenced to NAD 83.
 DM3584
 DM3584. The following values were computed from the NAD 83(2007) position.
 DM3584
 DM3584;                    North         East     Units Scale Factor Converg.
 DM3584;SPC MN S     -   300,593.987   682,647.881   MT  0.99993520   -1 02 22.8
 DM3584;SPC MN S     -   986,198.77  2,239,653.92   sFT  0.99993520   -1 02 22.8
 DM3584;UTM  15      - 4,963,260.685   303,585.439   MT  1.00007442   -1 45 00.8
 DM3584
 DM3584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3584!SPC MN S     -   0.99995433  x   0.99993520  =   0.99988953
 DM3584!UTM  15      -   0.99995433  x   1.00007442  =   1.00002875
 DM3584
 DM3584:                Primary Azimuth Mark                     Grid Az
 DM3584:SPC MN S     -  1211 D                                   270 50 08.7
 DM3584:UTM  15      -  1211 D                                   271 32 46.7
 DM3584
 DM3584|---------------------------------------------------------------------|
 DM3584| PID    Reference Object                     Distance      Geod. Az  |
 DM3584|                                                           dddmmss.s |
 DM3584| PQ1323 1211 D                              APPROX. 1.3 KM 2694745.9 |
 DM3584| DM3602 FALLS                               477.119 METERS 3552948.3 |
 DM3584|---------------------------------------------------------------------|
 DM3584
 DM3584                          SUPERSEDED SURVEY CONTROL
 DM3584
 DM3584.No superseded survey control is available for this station.
 DM3584
 DM3584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0358563260(NAD 83)
 DM3584
 DM3584_MARKER: I = METAL ROD
 DM3584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3584_STAMPING: 1211 E 1983 RESET 2009
 DM3584_MARK LOGO: MNDT  
 DM3584_PROJECTION: RECESSED 15 CENTIMETERS
 DM3584_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3584+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3584_ROD/PIPE-DEPTH:  4.6 meters
 DM3584
 DM3584  HISTORY     - Date     Condition        Report By
 DM3584  HISTORY     - 2009     MONUMENTED       MNDT
 DM3584  HISTORY     - 2009     GOOD             MNDT
 DM3584
 DM3584                          STATION DESCRIPTION
 DM3584
 DM3584'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3584'3.5 MILES EAST OF GRANITE FALLS, 0.05 MILE EAST ALONG TRUNK HIGHWAY
 DM3584'212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 23 AT EAST
 DM3584'EDGE OF GRANITE FALLS, AT TRUNK HIGHWAY 212 MILEPOINT 52.35, 185.0
 DM3584'FEET SOUTH OF TRUNK HIGHWAY 212, 98.0 FEET NORTH OF POWER POLE, 37.0
 DM3584'FEET NORTHEAST OF 100TH STREET, 1.7 FEET NORTH OF WITNESS POST.
 DM3584
 DM3584                          STATION RECOVERY (2009)
 DM3584
 DM3584'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3584'RECOVERED AS DESCRIBED.
 DM3584' 
 DM3584'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3584'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3584'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3584'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6057 ***********************************************************************
 AH6057  DESIGNATION -  1212
 AH6057  PID         -  AH6057
 AH6057  STATE/COUNTY-  MN/CHIPPEWA
 AH6057  COUNTRY     -  US
 AH6057  USGS QUAD   -  MONTEVIDEO (1994)
 AH6057
 AH6057                         *CURRENT SURVEY CONTROL
 AH6057  ______________________________________________________________________
 AH6057* NAD 83(1986) POSITION- 44 54 14.     (N) 095 41 07.     (W)   SCALED    
 AH6057* NAVD 88 ORTHO HEIGHT -   285.622  (meters)     937.08  (feet) ADJUSTED  
 AH6057  ______________________________________________________________________
 AH6057  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 AH6057  DYNAMIC HEIGHT  -        285.602 (meters)      937.01  (feet) COMP
 AH6057  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 AH6057
 AH6057  VERT ORDER      -  FIRST     CLASS II
 AH6057
 AH6057.The horizontal coordinates were scaled from a topographic map and have
 AH6057.an estimated accuracy of +/- 6 seconds.
 AH6057.
 AH6057.The orthometric height was determined by differential leveling and
 AH6057.adjusted in February 2000.
 AH6057
 AH6057.The dynamic height is computed by dividing the NAVD 88
 AH6057.geopotential number by the normal gravity value computed on the
 AH6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6057.degrees latitude (g = 980.6199 gals.).
 AH6057
 AH6057.The modeled gravity was interpolated from observed gravity values.
 AH6057
 AH6057;                    North         East    Units  Estimated Accuracy
 AH6057;SPC MN S     -   312,920.      666,920.      MT  (+/- 180 meters Scaled)
 AH6057
 AH6057                          SUPERSEDED SURVEY CONTROL
 AH6057
 AH6057.No superseded survey control is available for this station.
 AH6057
 AH6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK880757(NAD 83)
 AH6057
 AH6057_MARKER: DV = VERTICAL CONTROL DISK
 AH6057_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH6057_SP_SET: ABUTMENT
 AH6057_STAMPING: 1212 1987
 AH6057_MARK LOGO: MNDT  
 AH6057_PROJECTION: FLUSH
 AH6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH6057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH6057+STABILITY: POSITION/ELEVATION WELL
 AH6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6057+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1998
 AH6057
 AH6057  HISTORY     - Date     Condition        Report By
 AH6057  HISTORY     - 1987     MONUMENTED       MNDT
 AH6057  HISTORY     - 19980825 GOOD             NGS
 AH6057
 AH6057                          STATION DESCRIPTION
 AH6057
 AH6057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 AH6057'5.0 KM (3.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 AH6057'U.S. HIGHWAY 59 IN MONTEVIDEO, IN TOP OF AND 0.1 M (0.3 FT) SOUTHWEST
 AH6057'OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT RAIL OF THE
 AH6057'HIGHWAY BRIDGE SPANNING THE MINNESOTA RIVER, 7.5 M (24.6 FT) NORTHEAST
 AH6057'OF THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 AH6057'HIGHWAY.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0546 ***********************************************************************
 PQ0546  DESIGNATION -  1212 A
 PQ0546  PID         -  PQ0546
 PQ0546  STATE/COUNTY-  MN/CHIPPEWA
 PQ0546  COUNTRY     -  US
 PQ0546  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0546
 PQ0546                         *CURRENT SURVEY CONTROL
 PQ0546  ______________________________________________________________________
 PQ0546* NAD 83(1986) POSITION- 44 56 00.     (N) 095 44 01.     (W)   SCALED    
 PQ0546* NAVD 88 ORTHO HEIGHT -   284.908  (meters)     934.74  (feet) ADJUSTED  
 PQ0546  ______________________________________________________________________
 PQ0546  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 PQ0546  DYNAMIC HEIGHT  -        284.888 (meters)      934.67  (feet) COMP
 PQ0546  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 PQ0546
 PQ0546  VERT ORDER      -  SECOND    CLASS 0
 PQ0546
 PQ0546.The horizontal coordinates were scaled from a topographic map and have
 PQ0546.an estimated accuracy of +/- 6 seconds.
 PQ0546.
 PQ0546.The orthometric height was determined by differential leveling and
 PQ0546.adjusted in June 1991.
 PQ0546
 PQ0546.The dynamic height is computed by dividing the NAVD 88
 PQ0546.geopotential number by the normal gravity value computed on the
 PQ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0546.degrees latitude (g = 980.6199 gals.).
 PQ0546
 PQ0546.The modeled gravity was interpolated from observed gravity values.
 PQ0546
 PQ0546;                    North         East    Units  Estimated Accuracy
 PQ0546;SPC MN S     -   316,270.      663,170.      MT  (+/- 180 meters Scaled)
 PQ0546
 PQ0546                          SUPERSEDED SURVEY CONTROL
 PQ0546
 PQ0546  NGVD 29 (??/??/92)  284.744  (m)          934.20   (f) ADJ UNCH    2 0
 PQ0546
 PQ0546.Superseded values are not recommended for survey control.
 PQ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0546.See file dsdata.txt to determine how the superseded data were derived.
 PQ0546
 PQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK842791(NAD 83)
 PQ0546
 PQ0546_MARKER: DD = SURVEY DISK
 PQ0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ0546_SP_SET: BRIDGE
 PQ0546_STAMPING: 1212 A 1974
 PQ0546_PROJECTION: FLUSH
 PQ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0546
 PQ0546  HISTORY     - Date     Condition        Report By
 PQ0546  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0546  HISTORY     - 1975     GOOD             MNDT
 PQ0546  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0546
 PQ0546                          STATION DESCRIPTION
 PQ0546
 PQ0546'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0546'IN MONTEVIDEO.
 PQ0546'THE MARK IS LOCATED 0.4 MILES SOUTHWEST ALONG T.H. 212 FROM THE
 PQ0546'JUNCTION OF T.H. 212 AND T.H. 59 AT THE CHIPPEWA-YELLOW MEDICINE
 PQ0546'COUNTY LINE.  IT IS 18.4 FEET SOUTHEAST OF, AND 1 FOOT HIGHER THAN THE
 PQ0546'CENTERLINE OF T.H. 212 AT MILEPOINT 35.25 AND 1.4 FEET WEST OF A STEEL
 PQ0546'SIGN POST (CHIPPEWA COUNTY), AT T.H. 212 BRIDGE NO. 4584 OVER THE
 PQ0546'MINNESOTA RIVER.  IT IS CEMENTED IN THE NORTHEAST END OF SOUTHEAST
 PQ0546'CONCRETE BRIDGE RAILING BASE.  NW 1/4 SECTION 19, T 117N, R 40W.
 PQ0546
 PQ0546                          STATION RECOVERY (1998)
 PQ0546
 PQ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0546'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0550 ***********************************************************************
 PQ0550  DESIGNATION -  1212 B
 PQ0550  PID         -  PQ0550
 PQ0550  STATE/COUNTY-  MN/CHIPPEWA
 PQ0550  COUNTRY     -  US
 PQ0550  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0550
 PQ0550                         *CURRENT SURVEY CONTROL
 PQ0550  ______________________________________________________________________
 PQ0550* NAD 83(1986) POSITION- 44 56 14.     (N) 095 43 05.     (W)   SCALED    
 PQ0550* NAVD 88 ORTHO HEIGHT -   283.072  (meters)     928.71  (feet) ADJUSTED  
 PQ0550  ______________________________________________________________________
 PQ0550  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 PQ0550  DYNAMIC HEIGHT  -        283.052 (meters)      928.65  (feet) COMP
 PQ0550  MODELED GRAVITY -    980,538.2   (mgal)                       NAVD 88
 PQ0550
 PQ0550  VERT ORDER      -  FIRST     CLASS II
 PQ0550
 PQ0550.The horizontal coordinates were scaled from a topographic map and have
 PQ0550.an estimated accuracy of +/- 6 seconds.
 PQ0550.
 PQ0550.The orthometric height was determined by differential leveling and
 PQ0550.adjusted in February 2000.
 PQ0550
 PQ0550.The dynamic height is computed by dividing the NAVD 88
 PQ0550.geopotential number by the normal gravity value computed on the
 PQ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0550.degrees latitude (g = 980.6199 gals.).
 PQ0550
 PQ0550.The modeled gravity was interpolated from observed gravity values.
 PQ0550
 PQ0550;                    North         East    Units  Estimated Accuracy
 PQ0550;SPC MN S     -   316,680.      664,410.      MT  (+/- 180 meters Scaled)
 PQ0550
 PQ0550                          SUPERSEDED SURVEY CONTROL
 PQ0550
 PQ0550  NAVD 88 (06/15/91)  283.085  (m)          928.75   (f) SUPERSEDED  2 0
 PQ0550  NGVD 29 (??/??/92)  282.921  (m)          928.22   (f) ADJ UNCH    2 0
 PQ0550
 PQ0550.Superseded values are not recommended for survey control.
 PQ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0550.See file dsdata.txt to determine how the superseded data were derived.
 PQ0550
 PQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK855795(NAD 83)
 PQ0550
 PQ0550_MARKER: DV = VERTICAL CONTROL DISK
 PQ0550_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0550_SP_SET: HEADWALL
 PQ0550_STAMPING: 1212 B 1974
 PQ0550_MARK LOGO: MNHD  
 PQ0550_PROJECTION: FLUSH
 PQ0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0550+STABILITY: SURFACE MOTION
 PQ0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0550+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 PQ0550
 PQ0550  HISTORY     - Date     Condition        Report By
 PQ0550  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0550  HISTORY     - 1975     GOOD             MNDT
 PQ0550  HISTORY     - 19980826 GOOD             NGS
 PQ0550
 PQ0550                          STATION DESCRIPTION
 PQ0550
 PQ0550'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0550'IN MONTEVIDEO.
 PQ0550'THE MARK IS LOCATED IN MONTEVIDEO, 0.3 MILES SOUTHEAST ALONG COUNTY
 PQ0550'ROAD 22 FROM THE JUNCTION OF COUNTY ROAD 42 AND SOUTH FIRST STREET. IT
 PQ0550'IS ALSO 0.55 MILES NORTHWEST ALONG COUNTY ROAD 42 FROM THE JUNCTION OF
 PQ0550'COUNTY ROAD 42 AND T.H. 212.  IT IS 20.5 FEET NORTHEAST OF THE
 PQ0550'CENTERLINE OF COUNTY ROAD 42, CEMENTED IN THE SOUTHEAST END OF THE
 PQ0550'NORTHEAST HEADWALL OF AN 8 BY 8 FOOT BOX CULVERT UNDER THE COUNTY
 PQ0550'ROAD.  SE 1/4 SECTION 18, T 117N, R 40W.
 PQ0550
 PQ0550                          STATION RECOVERY (1998)
 PQ0550
 PQ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0550'0.5 KM (0.30 MI) NORTHERLY ALONG 1ST STREET FROM THE JUNCTION OF U.S.
 PQ0550'HIGHWAY 212 AND 59 IN MONTEVIDEO, THENCE 0.6 KM (0.35 MI)
 PQ0550'SOUTHEASTERLY ALONG COUNTY ROAD 42, IN TOP OF AND 0.2 M (0.7 FT)
 PQ0550'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 PQ0550'BOX CULVERT UNDER THE ROAD, 6.1 M (20.0 FT) NORTHEAST OF THE ROAD
 PQ0550'CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--THE
 PQ0550'MARK IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0551 ***********************************************************************
 PQ0551  DESIGNATION -  1212 C
 PQ0551  PID         -  PQ0551
 PQ0551  STATE/COUNTY-  MN/CHIPPEWA
 PQ0551  COUNTRY     -  US
 PQ0551  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0551
 PQ0551                         *CURRENT SURVEY CONTROL
 PQ0551  ______________________________________________________________________
 PQ0551* NAD 83(1986) POSITION- 44 55 48.     (N) 095 42 43.     (W)   SCALED    
 PQ0551* NAVD 88 ORTHO HEIGHT -   282.461  (meters)     926.71  (feet) ADJUSTED  
 PQ0551  ______________________________________________________________________
 PQ0551  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 PQ0551  DYNAMIC HEIGHT  -        282.441 (meters)      926.64  (feet) COMP
 PQ0551  MODELED GRAVITY -    980,538.0   (mgal)                       NAVD 88
 PQ0551
 PQ0551  VERT ORDER      -  SECOND    CLASS 0
 PQ0551
 PQ0551.The horizontal coordinates were scaled from a topographic map and have
 PQ0551.an estimated accuracy of +/- 6 seconds.
 PQ0551.
 PQ0551.The orthometric height was determined by differential leveling and
 PQ0551.adjusted in June 1991.
 PQ0551
 PQ0551.The dynamic height is computed by dividing the NAVD 88
 PQ0551.geopotential number by the normal gravity value computed on the
 PQ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0551.degrees latitude (g = 980.6199 gals.).
 PQ0551
 PQ0551.The modeled gravity was interpolated from observed gravity values.
 PQ0551
 PQ0551;                    North         East    Units  Estimated Accuracy
 PQ0551;SPC MN S     -   315,860.      664,870.      MT  (+/- 180 meters Scaled)
 PQ0551
 PQ0551                          SUPERSEDED SURVEY CONTROL
 PQ0551
 PQ0551  NGVD 29 (??/??/92)  282.298  (m)          926.17   (f) ADJ UNCH    2 0
 PQ0551
 PQ0551.Superseded values are not recommended for survey control.
 PQ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0551.See file dsdata.txt to determine how the superseded data were derived.
 PQ0551
 PQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK859787(NAD 83)
 PQ0551
 PQ0551_MARKER: DD = SURVEY DISK
 PQ0551_SETTING: 66 = SET IN ROCK OUTCROP
 PQ0551_SP_SET: LEDGE ROCK
 PQ0551_STAMPING: 1212 C 1974
 PQ0551_PROJECTION: FLUSH
 PQ0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PQ0551+STABILITY: POSITION/ELEVATION WELL
 PQ0551
 PQ0551  HISTORY     - Date     Condition        Report By
 PQ0551  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0551  HISTORY     - 1975     GOOD             MNDT
 PQ0551  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0551
 PQ0551                          STATION DESCRIPTION
 PQ0551
 PQ0551'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0551'0.9 MI SE FROM MONTEVIDEO.
 PQ0551'THE MARK IS LOCATED 0.9 MILES SOUTHEAST ALONG T.H. 212 FROM THE
 PQ0551'JUNCTION OF T.H. 212 AND T.H. 59 IN MONTEVIDEO, AND 2.2 MILES
 PQ0551'NORTHWEST OF THE MINNESOTA RIVER CROSSING AT THE CHIPPEWA-YELLOW
 PQ0551'MEDICINE COUNTY LINE.  IT IS 193.0 FEET SOUTHWEST OF THE CENTERLINE OF
 PQ0551'T.H. 212 AT MILEPOINT 36.6, 128 FEET SOUTHEAST OF THE CENTER OF A
 PQ0551'DRIVEWAY, 123.0 FEET WEST-SOUTHWEST OF A POWER POLE, 94.5 FEET
 PQ0551'SOUTHWEST OF THE RIGHT OF WAY FENCE AND 29.5 FEET WEST-SOUTHWEST OF A
 PQ0551'24 INCH BOX ELDER TREE.  IT IS CEMENTED ON THE HIGH POINT OF A 50 BY
 PQ0551'50 FOOT SECTION EXPOSED GRANITE LEDGE ROCK.  NW 1/4 SECTION 20, T
 PQ0551'117N, R 40W.
 PQ0551
 PQ0551                          STATION RECOVERY (1998)
 PQ0551
 PQ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0551'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0552 ***********************************************************************
 PQ0552  CBN         -  This is a Cooperative Base Network Control Station.
 PQ0552  DESIGNATION -  1212 D
 PQ0552  PID         -  PQ0552
 PQ0552  STATE/COUNTY-  MN/CHIPPEWA
 PQ0552  COUNTRY     -  US
 PQ0552  USGS QUAD   -  MONTEVIDEO (1994)
 PQ0552
 PQ0552                         *CURRENT SURVEY CONTROL
 PQ0552  ______________________________________________________________________
 PQ0552* NAD 83(2007) POSITION- 44 55 01.78173(N) 095 41 45.29941(W)   ADJUSTED  
 PQ0552* NAD 83(2007) ELLIP HT-   261.613 (meters)        (02/10/07)   ADJUSTED
 PQ0552* NAD 83(2007) EPOCH   -  2002.00
 PQ0552* NAVD 88 ORTHO HEIGHT -   287.943  (meters)     944.69  (feet) ADJUSTED  
 PQ0552  ______________________________________________________________________
 PQ0552  NAD 83(2007) X  -   -449,029.601 (meters)                     COMP
 PQ0552  NAD 83(2007) Y  - -4,501,943.013 (meters)                     COMP
 PQ0552  NAD 83(2007) Z  -  4,481,018.863 (meters)                     COMP
 PQ0552  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC09
 PQ0552  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 PQ0552  DYNAMIC HEIGHT  -        287.923 (meters)      944.63  (feet) COMP
 PQ0552  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 PQ0552
 PQ0552  VERT ORDER      -  SECOND    CLASS 0
 PQ0552
 PQ0552  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ0552  Type                                         Horiz  Ellip  Dist(km)
 PQ0552  -------------------------------------------------------------------
 PQ0552  NETWORK                                       0.52   0.67
 PQ0552  -------------------------------------------------------------------
 PQ0552  MEDIAN LOCAL ACCURACY AND DIST (027 points)   0.58   0.80     34.17
 PQ0552  -------------------------------------------------------------------
 PQ0552  NOTE: Click here for information on individual local accuracy
 PQ0552  values and other accuracy information.
 PQ0552
 PQ0552
 PQ0552.The horizontal coordinates were established by GPS observations
 PQ0552.and adjusted by the National Geodetic Survey in February 2007.
 PQ0552
 PQ0552.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0552.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0552
 PQ0552.The horizontal coordinates are valid at the epoch date displayed above
 PQ0552.which is a decimal equivalence of Year/Month/Day.
 PQ0552
 PQ0552.The orthometric height was determined by differential leveling and
 PQ0552.adjusted in June 1991.
 PQ0552
 PQ0552.Photographs are available for this station.
 PQ0552
 PQ0552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0552
 PQ0552.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0552
 PQ0552.The ellipsoidal height was determined by GPS observations
 PQ0552.and is referenced to NAD 83.
 PQ0552
 PQ0552.The dynamic height is computed by dividing the NAVD 88
 PQ0552.geopotential number by the normal gravity value computed on the
 PQ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0552.degrees latitude (g = 980.6199 gals.).
 PQ0552
 PQ0552.The modeled gravity was interpolated from observed gravity values.
 PQ0552
 PQ0552. The following values were computed from the NAD 83(2007) position.
 PQ0552
 PQ0552;                    North         East     Units Scale Factor Converg.
 PQ0552;SPC MN S     -   314,410.282   666,106.337   MT  0.99994833   -1 11 19.4
 PQ0552;SPC MN S     - 1,031,527.73  2,185,383.87   sFT  0.99994833   -1 11 19.4
 PQ0552;UTM  15      - 4,977,284.184   287,214.260   MT  1.00015679   -1 54 15.3
 PQ0552
 PQ0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0552!SPC MN S     -   0.99995898  x   0.99994833  =   0.99990732
 PQ0552!UTM  15      -   0.99995898  x   1.00015679  =   1.00011577
 PQ0552
 PQ0552                          SUPERSEDED SURVEY CONTROL
 PQ0552
 PQ0552  NAD 83(1996)-  44 55 01.78125(N)    095 41 45.29912(W) AD(       ) B
 PQ0552  ELLIP H (01/15/97)  261.650  (m)                       GP(       ) 4 1
 PQ0552  NAD 83(1986)-  44 55 01.78501(N)    095 41 45.29229(W) AD(       ) 1
 PQ0552  NAVD 88 (07/28/95)  287.94   (m)          944.7    (f) LEVELING    3  
 PQ0552  NGVD 29 (??/??/92)  287.782  (m)          944.16   (f) ADJ UNCH    2 0
 PQ0552
 PQ0552.Superseded values are not recommended for survey control.
 PQ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0552.See file dsdata.txt to determine how the superseded data were derived.
 PQ0552
 PQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8721477284(NAD 83)
 PQ0552
 PQ0552_MARKER: DV = VERTICAL CONTROL DISK
 PQ0552_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PQ0552_SP_SET: GRANITE LEDGE ROCK
 PQ0552_STAMPING: 1212 D 1974
 PQ0552_MARK LOGO: MNHD  
 PQ0552_PROJECTION: FLUSH
 PQ0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0552+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 PQ0552
 PQ0552  HISTORY     - Date     Condition        Report By
 PQ0552  HISTORY     - 19740401 MONUMENTED       MNHD
 PQ0552  HISTORY     - 1975     GOOD             NGS
 PQ0552  HISTORY     - 19931012 GOOD             MNDT
 PQ0552  HISTORY     - 19940608 GOOD             MNDT
 PQ0552  HISTORY     - 19980825 GOOD             NGS
 PQ0552  HISTORY     - 20040817 GOOD             MNDT
 PQ0552  HISTORY     - 20051005 GOOD             MNDT
 PQ0552  HISTORY     - 20060228 GOOD             MNDT
 PQ0552  HISTORY     - 20090527 GOOD             MNDT
 PQ0552
 PQ0552                          STATION DESCRIPTION
 PQ0552
 PQ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 PQ0552'2.0 MI SE FROM MONTEVIDEO.
 PQ0552'THE MARK IS LOCATED 2.25 MILES SOUTHEAST ALONG T.H. 212 FROM THE
 PQ0552'JUNCTION OF T.H. 212 AND T.H. 59 IN MONTEVIDEO AND 1 MILE NORTHWEST OF
 PQ0552'THE MINNESOTA RIVER CROSSING AT THE CHIPPEWA-YELLOW MEDICINE COUNTY
 PQ0552'LINE.  IT IS 67.0 FEET SOUTHWEST OF, AND 1 FOOT LOWER THAN THE
 PQ0552'CENTERLINE OF T.H. 212 AT MILEPOINT 37.85, 22.0 FEET SOUTHWEST OF
 PQ0552'POWER POLE NO. 4 AND 17.0 FEET SOUTHWEST OF A STEEL RIGHT OF WAY POST
 PQ0552'(2 INCH PIPE) STAMPED 50 FT STA. 353+83.2.  IT IS CEMENTED IN A 15 BY
 PQ0552'25 FOOT SECTION OF EXPOSED GRANITE LEDGE ROCK.  NW 1/4 SECTION 28, T
 PQ0552'117N, R 40W.
 PQ0552
 PQ0552                          STATION RECOVERY (1993)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PQ0552'RECOVERED BY MINNESOTA DEPARTMENT OF TRANSPORTATION.  A NEW WIT POST
 PQ0552'WAS PLACED NEAR THE MONUMENT.  THE MARK IS 2 MI (3.2 KM) SE OF
 PQ0552'MONTEVIDEO, 1 MI (1.6 KM) NW OF THE COUNTY LINE AND THE MINNESOTA
 PQ0552'RIVER, 2.25 MI (3.62 KM) SE ALONG TH 212 FROM THE JCT OF TH 212 AND TH
 PQ0552'59 AT TH 212 MP 37.85, 67 FT (20.4 M) SW OF TH 212, 22.0 FT (6.7 M) SW
 PQ0552'OF P-POLE NO 4, 17.0 FT (5.2 M) SW OF A R/W POST, AND IS 7.9 FT (2.4
 PQ0552'M) SW OF A WIT POST.
 PQ0552
 PQ0552                          STATION RECOVERY (1994)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 PQ0552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0552'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF THE TOWN OF MONTEVIDEO
 PQ0552'IN THE NW 1/4 OF SECTION 28, T117N, R40W.  TO REACH THE MARK FROM THE
 PQ0552'JCT OF TH 212 AND TH 59 IN MONTEVIDEO, GO SE ON TH 212 FOR 2.25 MI
 PQ0552'(3.62 KM) TO MP 37.85 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET
 PQ0552'IN A 15 FT (4.6 M) BY 25 FT (7.6 M) SECTION OF EXPOSED GRANITE LEDGE
 PQ0552'ROCK, IS 67 FT (20.4 M) SW OF TH 212, 22.0 FT (6.7 M) SW OF P-POLE NO
 PQ0552'4, 17.0 FT (5.2 M) SW OF A R/W POST, 7.9 FT (2.4 M) SW OF A WIT POST.
 PQ0552'RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY D.J.E.
 PQ0552
 PQ0552                          STATION RECOVERY (1998)
 PQ0552
 PQ0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0552'3.4 KM (2.10 MI) EASTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0552'U.S. HIGHWAY 59 IN MONTEVIDEO, NEAR THE NORTHEAST END OF A 12 BY 18-FT
 PQ0552'AREA OF OUTCROPPING BEDROCK, 20.1 M (65.9 FT) SOUTHWEST OF THE HIGHWAY
 PQ0552'CENTERLINE, 6.5 M (21.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 4, 2.3 M
 PQ0552'(7.5 FT) SOUTHWEST OF A UTILITY POLE, 1.2 M (3.9 FT) SOUTHWEST OF THE
 PQ0552'NORTHEAST END OF THE OUTCROP, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF
 PQ0552'THE HIGHWAY.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 PQ0552
 PQ0552                          STATION RECOVERY (2004)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST OF JUNCTION OF
 PQ0552'TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, 1 MILES NORTHWEST OF COUNTY
 PQ0552'LINE AND MINNESOTA RIVER, AT TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0
 PQ0552'FEET SOUTHWEST OF TRUNK HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE
 PQ0552'4, 17.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF
 PQ0552'WITNESS POST
 PQ0552
 PQ0552                          STATION RECOVERY (2005)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0552'2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST OF JUNCTION OF
 PQ0552'TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, 1 MILES NORTHWEST OF COUNTY
 PQ0552'LINE AND MINNESOTA RIVER, AT TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0
 PQ0552'FEET SOUTHWEST OF TRUNK HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE
 PQ0552'4, 17.0 FEET SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF
 PQ0552'WITNESS POST
 PQ0552
 PQ0552                          STATION RECOVERY (2006)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 PQ0552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0552'THE MARK IS 2.0 MILES (3.2 KM) SOUTHEAST OF MONTEVIDEO, 2.25 MILES
 PQ0552'(3.62 KM) SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 PQ0552'59, 1 MILES (1.6 KM) NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER, AT
 PQ0552'TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET (20.4 M) SOUTHWEST OF
 PQ0552'TRUNK HIGHWAY 212, 22.0 FEET (6.7 M) SOUTHWEST OF POWER POLE 4, 17.0
 PQ0552'FEET (5.2 M) SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET (2.4 M)
 PQ0552'SOUTHWEST OF WITNESS POST.
 PQ0552
 PQ0552                          STATION RECOVERY (2009)
 PQ0552
 PQ0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PQ0552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0552'THE MARK IS 2.0 MILES SOUTHEAST OF MONTEVIDEO, 2.25 MILES SOUTHEAST ON
 PQ0552'TRUNK HIGHWAY 212 FROM JUNCTION TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59
 PQ0552'IN MONTEVIDEO, 1.0 MILE NORTHWEST OF COUNTY LINE AND MINNESOTA RIVER,
 PQ0552'AT TRUNK HIGHWAY 212 MILEPOINT 37.85, 67.0 FEET SOUTHWEST OF TRUNK
 PQ0552'HIGHWAY 212, 22.0 FEET SOUTHWEST OF POWER POLE NUMBER 4, 17.0 FEET
 PQ0552'SOUTHWEST OF RIGHT-OF-WAY POST, 7.9 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1801 ***********************************************************************
 DI1801  DESIGNATION -  1213 A
 DI1801  PID         -  DI1801
 DI1801  STATE/COUNTY-  MN/CHIPPEWA
 DI1801  COUNTRY     -  US
 DI1801  USGS QUAD   -  MAYNARD (1965)
 DI1801
 DI1801                         *CURRENT SURVEY CONTROL
 DI1801  ______________________________________________________________________
 DI1801* NAD 83(2007) POSITION- 44 57 46.51023(N) 095 28 21.03113(W)   ADJUSTED  
 DI1801* NAD 83(2007) ELLIP HT-   291.204 (meters)        (03/04/09)   ADJUSTED
 DI1801* NAD 83(2007) EPOCH   -  2002.00
 DI1801* NAVD 88 ORTHO HEIGHT -   317.706  (meters)    1042.34  (feet) ADJUSTED  
 DI1801  ______________________________________________________________________
 DI1801  NAD 83(2007) X  -   -431,131.669 (meters)                     COMP
 DI1801  NAD 83(2007) Y  - -4,500,104.762 (meters)                     COMP
 DI1801  NAD 83(2007) Z  -  4,484,639.394 (meters)                     COMP
 DI1801  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC09
 DI1801  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 DI1801  DYNAMIC HEIGHT  -        317.683 (meters)     1042.27  (feet) COMP
 DI1801  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 DI1801
 DI1801  HORZ ORDER      -  FIRST
 DI1801  VERT ORDER      -  SECOND    CLASS I
 DI1801  ELLP ORDER      -  THIRD     CLASS I
 DI1801
 DI1801.The horizontal coordinates were established by GPS observations
 DI1801.and adjusted by the National Geodetic Survey in March 2009.
 DI1801
 DI1801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1801.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1801
 DI1801.The horizontal coordinates are valid at the epoch date displayed above
 DI1801.which is a decimal equivalence of Year/Month/Day.
 DI1801
 DI1801.The orthometric height was determined by differential leveling and
 DI1801.adjusted in November 2011.
 DI1801
 DI1801.Photographs are available for this station.
 DI1801
 DI1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1801
 DI1801.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1801
 DI1801.The ellipsoidal height was determined by GPS observations
 DI1801.and is referenced to NAD 83.
 DI1801
 DI1801.The dynamic height is computed by dividing the NAVD 88
 DI1801.geopotential number by the normal gravity value computed on the
 DI1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1801.degrees latitude (g = 980.6199 gals.).
 DI1801
 DI1801.The modeled gravity was interpolated from observed gravity values.
 DI1801
 DI1801. The following values were computed from the NAD 83(2007) position.
 DI1801
 DI1801;                    North         East     Units Scale Factor Converg.
 DI1801;SPC MN S     -   319,152.475   683,834.067   MT  0.99995444   -1 01 55.6
 DI1801;SPC MN S     - 1,047,086.08  2,243,545.60   sFT  0.99995444   -1 01 55.6
 DI1801;UTM  15      - 4,981,805.325   305,002.683   MT  1.00006758   -1 44 51.9
 DI1801
 DI1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1801!SPC MN S     -   0.99995434  x   0.99995444  =   0.99990879
 DI1801!UTM  15      -   0.99995434  x   1.00006758  =   1.00002192
 DI1801
 DI1801:                Primary Azimuth Mark                     Grid Az
 DI1801:SPC MN S     -  1213 A 1                                 181 20 49.1
 DI1801:UTM  15      -  1213 A 1                                 182 03 45.4
 DI1801
 DI1801|---------------------------------------------------------------------|
 DI1801| PID    Reference Object                     Distance      Geod. Az  |
 DI1801|                                                           dddmmss.s |
 DI1801| DI1802 1213 A 1                            APPROX. 1.5 KM 1801853.5 |
 DI1801|---------------------------------------------------------------------|
 DI1801
 DI1801                          SUPERSEDED SURVEY CONTROL
 DI1801
 DI1801  NAD 83(1996)-  44 57 46.50989(N)    095 28 21.03099(W) AD(       ) 1
 DI1801  ELLIP H (09/26/06)  291.230  (m)                       GP(       ) 3 1
 DI1801  NAVD 88 (02/23/11)  317.721  (m)         1042.39   (f) SUPERSEDED  2 1
 DI1801  NAVD 88 (01/29/10)  317.71   (m)         1042.4    (f) LEVELING    3  
 DI1801  NAVD 88 (09/26/06)  317.7    (m)  GEOID03 model used   GPS OBS        
 DI1801
 DI1801.Superseded values are not recommended for survey control.
 DI1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1801.See file dsdata.txt to determine how the superseded data were derived.
 DI1801
 DI1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0500281805(NAD 83)
 DI1801
 DI1801_MARKER: DB = BENCH MARK DISK
 DI1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI1801_STAMPING: 1213 A 1952
 DI1801_MARK LOGO: MNHD  
 DI1801_PROJECTION: FLUSH
 DI1801_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI1801+STABILITY: SURFACE MOTION
 DI1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1801+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DI1801
 DI1801  HISTORY     - Date     Condition        Report By
 DI1801  HISTORY     - 19520401 MONUMENTED       MNHD
 DI1801  HISTORY     - 20081021 GOOD             MNDT
 DI1801  HISTORY     - 20081021 GOOD             MNDT
 DI1801
 DI1801                          STATION DESCRIPTION
 DI1801
 DI1801'DESCRIBED BY MN HIGHWAY DEPT 1952
 DI1801'1.5 MILES SOUTH OF GLUEK, AT SOUTHEAST CORNER OF JUNCTION OF TRUNK
 DI1801'HIGHWAY 277 AND TOWNSHIP ROAD, 75 FEET EAST OF TRUNK HIGHWAY 277 (60TH
 DI1801'AVENUE SOUTHEAST), AT TRUNK HIGHWAY 277 STATION 52+02, 80 FEET SOUTH
 DI1801'OF TOWNSHIP ROAD (40TH STREET SOUTHEAST), 46.5 FEET SOUTH OF POWER
 DI1801'POLE, 1.6 FEET EAST OF WITNESS POST
 DI1801
 DI1801                          STATION RECOVERY (2008)
 DI1801
 DI1801'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1801'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1801'THE MARK IS 1.5 MILES SOUTH OF GLUEK, AT SOUTHEAST CORNER OF JUNCTION
 DI1801'TRUNK HIGHWAY 277 AND 40TH STREET SOUTHEAST, AT TRUNK HIGHWAY 277
 DI1801'MILEPOINT 1.0, THEN 75 FEET EAST ON 40TH STREET SOUTHEAST, 80 FEET
 DI1801'SOUTH OF 40TH STREET SOUTHEAST, 46.5 FEET SOUTH OF POWER POLE, 1.6
 DI1801'FEET EAST OF WITNESS POST, AT TRUNK HIGHWAY 277 STATION 52+02.
 DI1801
 DI1801                          STATION RECOVERY (2008)
 DI1801
 DI1801'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1802 ***********************************************************************
 DI1802  DESIGNATION -  1213 A 1
 DI1802  PID         -  DI1802
 DI1802  STATE/COUNTY-  MN/CHIPPEWA
 DI1802  COUNTRY     -  US
 DI1802  USGS QUAD   -  MAYNARD (1965)
 DI1802
 DI1802                         *CURRENT SURVEY CONTROL
 DI1802  ______________________________________________________________________
 DI1802* NAD 83(2007) POSITION- 44 56 56.39298(N) 095 28 21.41897(W)   ADJUSTED  
 DI1802* NAD 83(2007) ELLIP HT-   291.944 (meters)        (01/29/10)   ADJUSTED
 DI1802* NAD 83(2007) EPOCH   -  2002.00
 DI1802* NAVD 88 ORTHO HEIGHT -   318.460  (meters)    1044.81  (feet) ADJUSTED  
 DI1802  ______________________________________________________________________
 DI1802  NAD 83(2007) X  -   -431,244.437 (meters)                     COMP
 DI1802  NAD 83(2007) Y  - -4,501,192.667 (meters)                     COMP
 DI1802  NAD 83(2007) Z  -  4,483,545.058 (meters)                     COMP
 DI1802  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC09
 DI1802  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DI1802  DYNAMIC HEIGHT  -        318.436 (meters)     1044.74  (feet) COMP
 DI1802  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 DI1802
 DI1802  HORZ ORDER      -  FIRST
 DI1802  VERT ORDER      -  SECOND    CLASS I
 DI1802  ELLP ORDER      -  FIRST     CLASS II
 DI1802
 DI1802.The horizontal coordinates were established by GPS observations
 DI1802.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DI1802
 DI1802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1802.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1802
 DI1802.The horizontal coordinates are valid at the epoch date displayed above
 DI1802.which is a decimal equivalence of Year/Month/Day.
 DI1802
 DI1802.The orthometric height was determined by differential leveling and
 DI1802.adjusted in November 2011.
 DI1802
 DI1802.Photographs are available for this station.
 DI1802
 DI1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1802
 DI1802.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1802
 DI1802.The ellipsoidal height was determined by GPS observations
 DI1802.and is referenced to NAD 83.
 DI1802
 DI1802.The dynamic height is computed by dividing the NAVD 88
 DI1802.geopotential number by the normal gravity value computed on the
 DI1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1802.degrees latitude (g = 980.6199 gals.).
 DI1802
 DI1802.The modeled gravity was interpolated from observed gravity values.
 DI1802
 DI1802. The following values were computed from the NAD 83(2007) position.
 DI1802
 DI1802;                    North         East     Units Scale Factor Converg.
 DI1802;SPC MN S     -   317,605.847   683,797.700   MT  0.99995252   -1 01 55.9
 DI1802;SPC MN S     - 1,042,011.85  2,243,426.29   sFT  0.99995252   -1 01 55.9
 DI1802;UTM  15      - 4,980,259.095   304,947.002   MT  1.00006785   -1 44 50.6
 DI1802
 DI1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1802!SPC MN S     -   0.99995423  x   0.99995252  =   0.99990675
 DI1802!UTM  15      -   0.99995423  x   1.00006785  =   1.00002208
 DI1802
 DI1802:                Primary Azimuth Mark                     Grid Az
 DI1802:SPC MN S     -  DRAGSTEN                                 268 10 22.8
 DI1802:UTM  15      -  DRAGSTEN                                 268 53 17.5
 DI1802
 DI1802|---------------------------------------------------------------------|
 DI1802| PID    Reference Object                     Distance      Geod. Az  |
 DI1802|                                                           dddmmss.s |
 DI1802| AA6239 DRAGSTEN                            436.522 METERS 2670826.9 |
 DI1802|---------------------------------------------------------------------|
 DI1802
 DI1802                          SUPERSEDED SURVEY CONTROL
 DI1802
 DI1802  NAD 83(2007)-  44 56 56.39264(N)    095 28 21.41922(W) AD(2002.00) 1
 DI1802  ELLIP H (03/04/09)  291.955  (m)                       GP(2002.00) 3 1
 DI1802  NAD 83(1996)-  44 56 56.39230(N)    095 28 21.41897(W) AD(       ) 1
 DI1802  ELLIP H (09/26/06)  291.983  (m)                       GP(       ) 3 1
 DI1802  NAVD 88 (02/23/11)  318.472  (m)         1044.85   (f) SUPERSEDED  2 1
 DI1802  NAVD 88 (01/29/10)  318.46   (m)         1044.8    (f) LEVELING    3  
 DI1802  NAVD 88 (09/26/06)  318.5    (m)  GEOID03 model used   GPS OBS        
 DI1802
 DI1802.Superseded values are not recommended for survey control.
 DI1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1802.See file dsdata.txt to determine how the superseded data were derived.
 DI1802
 DI1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0494780259(NAD 83)
 DI1802
 DI1802_MARKER: DB = BENCH MARK DISK
 DI1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI1802_STAMPING: 1213 A 1 1952
 DI1802_MARK LOGO: MNHD  
 DI1802_PROJECTION: FLUSH
 DI1802_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI1802+STABILITY: SURFACE MOTION
 DI1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1802+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DI1802
 DI1802  HISTORY     - Date     Condition        Report By
 DI1802  HISTORY     - 19520401 MONUMENTED       MNHD
 DI1802  HISTORY     - 20081021 GOOD             MNDT
 DI1802  HISTORY     - 20081021 GOOD             MNDT
 DI1802
 DI1802                          STATION DESCRIPTION
 DI1802
 DI1802'DESCRIBED BY MN HIGHWAY DEPT 1952
 DI1802'5.0 MILES WEST OF CLARA CITY, 4.9 MILES WEST ALONG TRUNK HIGHWAY 7
 DI1802'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN CLARA CITY,
 DI1802'AT MILEPOINT 85.90, AT NORTHEAST CORNER OF JUNCTION OF TRUNK HIGHWAY
 DI1802'277 AND TRUNK HIGHWAY 7-TRUNK HIGHWAY 23, 126.0 FEET NORTH OF TRUNK
 DI1802'HIGHWAY 7, 81 FEET EAST OF TRUNK HIGHWAY 277, AT TRUNK HIGHWAY 277
 DI1802'STATION 1+27, 64.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NUMBER
 DI1802'6005, 22.5 FEET NORTH OF NORTHWEST CORNER OF BOULDER, 6.7 FEET WEST OF
 DI1802'SOUTHWEST LEG OF WINDMILL
 DI1802
 DI1802                          STATION RECOVERY (2008)
 DI1802
 DI1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1802'THE MARK IS 5.0 MILES WEST OF CLARA CITY, 4.9 MILES WEST ALONG TRUNK
 DI1802'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 23 IN
 DI1802'CLARA CITY, AT TRUNK HIGHWAY 7 MILEPOINT 85.90, AT NORTHEAST CORNER OF
 DI1802'JUNCTION TRUNK HIGHWAY 277 AND TRUNK HIGHWAY 7, 126.0 FEET NORTH OF
 DI1802'TRUNK HIGHWAY 7, 81 FEET EAST OF TRUNK HIGHWAY 277, 64.0 FEET
 DI1802'SOUTHWEST OF SOUTHWEST CORNER OF HOUSE NUMBER 6005, 22.5 FEET NORTH OF
 DI1802'NORTHWEST CORNER OF BOULDER, 6.7 FEET WEST OF SOUTHWEST LEG OF
 DI1802'WINDMILL, AT TRUNK HIGHWAY 277 STATION 1+27.
 DI1802
 DI1802                          STATION RECOVERY (2008)
 DI1802
 DI1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI1802'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4904 ***********************************************************************
 DM4904  DESIGNATION -  1213 B
 DM4904  PID         -  DM4904
 DM4904  STATE/COUNTY-  MN/CHIPPEWA
 DM4904  COUNTRY     -  US
 DM4904  USGS QUAD   -  KERKHOVEN SW (1979)
 DM4904
 DM4904                         *CURRENT SURVEY CONTROL
 DM4904  ______________________________________________________________________
 DM4904* NAD 83(1986) POSITION- 45 03 15.     (N) 095 28 21.     (W)   SCALED    
 DM4904* NAVD 88 ORTHO HEIGHT -   318.538  (meters)    1045.07  (feet) ADJUSTED  
 DM4904  ______________________________________________________________________
 DM4904  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DM4904  DYNAMIC HEIGHT  -        318.516 (meters)     1045.00  (feet) COMP
 DM4904  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 DM4904
 DM4904  VERT ORDER      -  SECOND    CLASS I
 DM4904
 DM4904.The horizontal coordinates were scaled from a topographic map and have
 DM4904.an estimated accuracy of +/- 6 seconds.
 DM4904.
 DM4904.The orthometric height was determined by differential leveling and
 DM4904.adjusted in February 2011.
 DM4904
 DM4904.No vertical observational check was made to the station.
 DM4904
 DM4904.The dynamic height is computed by dividing the NAVD 88
 DM4904.geopotential number by the normal gravity value computed on the
 DM4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4904.degrees latitude (g = 980.6199 gals.).
 DM4904
 DM4904.The modeled gravity was interpolated from observed gravity values.
 DM4904
 DM4904;                    North         East    Units  Estimated Accuracy
 DM4904;SPC MN S     -   329,290.      684,020.      MT  (+/- 180 meters Scaled)
 DM4904
 DM4904                          SUPERSEDED SURVEY CONTROL
 DM4904
 DM4904.No superseded survey control is available for this station.
 DM4904
 DM4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK053919(NAD 83)
 DM4904
 DM4904_MARKER: DB = BENCH MARK DISK
 DM4904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4904_SP_SET: BRIDGE ABUTMENT
 DM4904_STAMPING: 1213 B
 DM4904_MARK LOGO: MNHD  
 DM4904_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4904+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 DM4904
 DM4904  HISTORY     - Date     Condition        Report By
 DM4904  HISTORY     - 1952     MONUMENTED       MNHD
 DM4904  HISTORY     - 20081021 GOOD             MNDT
 DM4904
 DM4904                          STATION DESCRIPTION
 DM4904
 DM4904'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM4904'THE MARK IS 4.75 MI (7.6 KM) NORTH OF GLUEK, 4.3 MI (6.9 KM) NORTH ON
 DM4904'TRUNK HIGHWAY 277 FROM THE JUNCTION TRUNK HIGHWAY 277 AND COUNTY ROAD
 DM4904'36 NEAR GLUEK, 3.75 MI (6.0 KM) SOUTH OF THE JUNCTION TRUNK HIGHWAY
 DM4904'277 AND TRUNK HIGHWAY 40, IN ABUTMENT AT SOUTHEAST CORNER OF TRUNK
 DM4904'HIGHWAY 277 BRIDGE 6816.
 DM4904' 
 DM4904'IT IS 18 FT (5.5 M) EAST OF TRUNK HIGHWAY 277, AT TRUNK HIGHWAY 277
 DM4904'STATION 385+53.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6268 ***********************************************************************
 DL6268  DESIGNATION -  1213 D
 DL6268  PID         -  DL6268
 DL6268  STATE/COUNTY-  MN/CHIPPEWA
 DL6268  COUNTRY     -  US
 DL6268  USGS QUAD   -  KERKHOVEN SW (1979)
 DL6268
 DL6268                         *CURRENT SURVEY CONTROL
 DL6268  ______________________________________________________________________
 DL6268* NAD 83(2007) POSITION- 45 05 38.06066(N) 095 28 19.91347(W)   ADJUSTED  
 DL6268* NAD 83(2007) ELLIP HT-   290.815 (meters)        (01/29/10)   ADJUSTED
 DL6268* NAD 83(2007) EPOCH   -  2002.00
 DL6268* NAVD 88 ORTHO HEIGHT -   317.290  (meters)    1040.98  (feet) ADJUSTED  
 DL6268  ______________________________________________________________________
 DL6268  NAD 83(2007) X  -   -430,125.138 (meters)                     COMP
 DL6268  NAD 83(2007) Y  - -4,489,854.973 (meters)                     COMP
 DL6268  NAD 83(2007) Z  -  4,494,927.697 (meters)                     COMP
 DL6268  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC09
 DL6268  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DL6268  DYNAMIC HEIGHT  -        317.268 (meters)     1040.90  (feet) COMP
 DL6268  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 DL6268
 DL6268  HORZ ORDER      -  FIRST
 DL6268  VERT ORDER      -  SECOND    CLASS I
 DL6268  ELLP ORDER      -  FIRST     CLASS II
 DL6268
 DL6268.The horizontal coordinates were established by GPS observations
 DL6268.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6268
 DL6268.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6268.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6268
 DL6268.The horizontal coordinates are valid at the epoch date displayed above
 DL6268.which is a decimal equivalence of Year/Month/Day.
 DL6268
 DL6268.The orthometric height was determined by differential leveling and
 DL6268.adjusted in February 2011.
 DL6268
 DL6268.No vertical observational check was made to the station.
 DL6268
 DL6268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6268
 DL6268.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6268
 DL6268.The ellipsoidal height was determined by GPS observations
 DL6268.and is referenced to NAD 83.
 DL6268
 DL6268.The dynamic height is computed by dividing the NAVD 88
 DL6268.geopotential number by the normal gravity value computed on the
 DL6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6268.degrees latitude (g = 980.6199 gals.).
 DL6268
 DL6268.The modeled gravity was interpolated from observed gravity values.
 DL6268
 DL6268. The following values were computed from the NAD 83(2007) position.
 DL6268
 DL6268;                    North         East     Units Scale Factor Converg.
 DL6268;SPC MN S     -   333,705.962   684,120.703   MT  0.99997549   -1 01 54.9
 DL6268;SPC MN S     - 1,094,833.64  2,244,486.01   sFT  0.99997549   -1 01 54.9
 DL6268;UTM  15      - 4,996,355.564   305,471.619   MT  1.00006532   -1 45 05.5
 DL6268
 DL6268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6268!SPC MN S     -   0.99995441  x   0.99997549  =   0.99992990
 DL6268!UTM  15      -   0.99995441  x   1.00006532  =   1.00001972
 DL6268
 DL6268:                Primary Azimuth Mark                     Grid Az
 DL6268:SPC MN S     -  1213 E                                   182 29 50.2
 DL6268:UTM  15      -  1213 E                                   183 13 00.8
 DL6268
 DL6268|---------------------------------------------------------------------|
 DL6268| PID    Reference Object                     Distance      Geod. Az  |
 DL6268|                                                           dddmmss.s |
 DL6268| DL6269 1213 E                              APPROX. 1.6 KM 1812755.3 |
 DL6268|---------------------------------------------------------------------|
 DL6268
 DL6268                          SUPERSEDED SURVEY CONTROL
 DL6268
 DL6268  NAVD 88 (01/29/10)  317.28   (m)         1040.9    (f) LEVELING    3  
 DL6268
 DL6268.Superseded values are not recommended for survey control.
 DL6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6268.See file dsdata.txt to determine how the superseded data were derived.
 DL6268
 DL6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0547196355(NAD 83)
 DL6268
 DL6268_MARKER: F = FLANGE-ENCASED ROD
 DL6268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6268_STAMPING: 1213 D 2008
 DL6268_MARK LOGO: MNDT  
 DL6268_PROJECTION: RECESSED 3 CENTIMETERS
 DL6268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6268+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6268_ROD/PIPE-DEPTH: 10.7 meters
 DL6268
 DL6268  HISTORY     - Date     Condition        Report By
 DL6268  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6268  HISTORY     - 20090416 GOOD             MNDT
 DL6268
 DL6268                          STATION DESCRIPTION
 DL6268
 DL6268'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6268'THE MARK IS 7.50 MILES NORTH OF GLUEK, 7.60 MILES NORTH ALONG TRUNK
 DL6268'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6268'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 10.0, 68.3 FEET
 DL6268'EAST OF TRUNK HIGHWAY 277, 57.0 FEET NORTH OF 50TH STREET NORTHEAST,
 DL6268'11.0 FEET NORTHWEST OF FENCE CORNER, 2.0 FEET NORTH OF WITNESS POST.
 DL6268
 DL6268                          STATION RECOVERY (2009)
 DL6268
 DL6268'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6269 ***********************************************************************
 DL6269  DESIGNATION -  1213 E
 DL6269  PID         -  DL6269
 DL6269  STATE/COUNTY-  MN/CHIPPEWA
 DL6269  COUNTRY     -  US
 DL6269  USGS QUAD   -  KERKHOVEN SW (1979)
 DL6269
 DL6269                         *CURRENT SURVEY CONTROL
 DL6269  ______________________________________________________________________
 DL6269* NAD 83(2007) POSITION- 45 04 45.73782(N) 095 28 21.80263(W)   ADJUSTED  
 DL6269* NAD 83(2007) ELLIP HT-   294.312 (meters)        (01/29/10)   ADJUSTED
 DL6269* NAD 83(2007) EPOCH   -  2002.00
 DL6269* NAVD 88 ORTHO HEIGHT -   320.785  (meters)    1052.44  (feet) ADJUSTED  
 DL6269  ______________________________________________________________________
 DL6269  NAD 83(2007) X  -   -430,275.594 (meters)                     COMP
 DL6269  NAD 83(2007) Y  - -4,490,992.193 (meters)                     COMP
 DL6269  NAD 83(2007) Z  -  4,493,789.711 (meters)                     COMP
 DL6269  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC09
 DL6269  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DL6269  DYNAMIC HEIGHT  -        320.763 (meters)     1052.37  (feet) COMP
 DL6269  MODELED GRAVITY -    980,539.2   (mgal)                       NAVD 88
 DL6269
 DL6269  HORZ ORDER      -  FIRST
 DL6269  VERT ORDER      -  SECOND    CLASS I
 DL6269  ELLP ORDER      -  FIRST     CLASS II
 DL6269
 DL6269.The horizontal coordinates were established by GPS observations
 DL6269.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6269
 DL6269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6269.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6269
 DL6269.The horizontal coordinates are valid at the epoch date displayed above
 DL6269.which is a decimal equivalence of Year/Month/Day.
 DL6269
 DL6269.The orthometric height was determined by differential leveling and
 DL6269.adjusted in February 2011.
 DL6269
 DL6269.No vertical observational check was made to the station.
 DL6269
 DL6269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6269
 DL6269.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6269
 DL6269.The ellipsoidal height was determined by GPS observations
 DL6269.and is referenced to NAD 83.
 DL6269
 DL6269.The dynamic height is computed by dividing the NAVD 88
 DL6269.geopotential number by the normal gravity value computed on the
 DL6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6269.degrees latitude (g = 980.6199 gals.).
 DL6269
 DL6269.The modeled gravity was interpolated from observed gravity values.
 DL6269
 DL6269. The following values were computed from the NAD 83(2007) position.
 DL6269
 DL6269;                    North         East     Units Scale Factor Converg.
 DL6269;SPC MN S     -   332,091.783   684,050.304   MT  0.99997290   -1 01 56.2
 DL6269;SPC MN S     - 1,089,537.79  2,244,255.04   sFT  0.99997290   -1 01 56.2
 DL6269;UTM  15      - 4,994,742.248   305,380.951   MT  1.00006575   -1 45 05.2
 DL6269
 DL6269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6269!SPC MN S     -   0.99995386  x   0.99997290  =   0.99992676
 DL6269!UTM  15      -   0.99995386  x   1.00006575  =   1.00001961
 DL6269
 DL6269:                Primary Azimuth Mark                     Grid Az
 DL6269:SPC MN S     -  1213 D                                   002 29 50.2
 DL6269:UTM  15      -  1213 D                                   003 12 59.2
 DL6269
 DL6269|---------------------------------------------------------------------|
 DL6269| PID    Reference Object                     Distance      Geod. Az  |
 DL6269|                                                           dddmmss.s |
 DL6269| DL6268 1213 D                              APPROX. 1.6 KM 0012754.0 |
 DL6269| DL6270 1213 F                              APPROX. 1.6 KM 1802121.0 |
 DL6269|---------------------------------------------------------------------|
 DL6269
 DL6269                          SUPERSEDED SURVEY CONTROL
 DL6269
 DL6269  NAVD 88 (01/29/10)  320.78   (m)         1052.4    (f) LEVELING    3  
 DL6269
 DL6269.Superseded values are not recommended for survey control.
 DL6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6269.See file dsdata.txt to determine how the superseded data were derived.
 DL6269
 DL6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0538094742(NAD 83)
 DL6269
 DL6269_MARKER: F = FLANGE-ENCASED ROD
 DL6269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6269_STAMPING: 1213 E 2008
 DL6269_MARK LOGO: MNDT  
 DL6269_PROJECTION: RECESSED 5 CENTIMETERS
 DL6269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6269+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6269_ROD/PIPE-DEPTH:  7.6 meters
 DL6269
 DL6269  HISTORY     - Date     Condition        Report By
 DL6269  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6269  HISTORY     - 20090416 GOOD             MNDT
 DL6269
 DL6269                          STATION DESCRIPTION
 DL6269
 DL6269'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6269'THE MARK IS 6.5 MILES NORTH OF GLUEK, 6.6 MILES NORTH ALONG TRUNK
 DL6269'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6269'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 9.0, 74.4 FEET
 DL6269'NORTH 40TH STREET NORTHEAST, 70.0 FEET WEST OF TRUNK HIGHWAY 277, 4.2
 DL6269'FEET EAST OF BURIED CABLE SIGN, 1.6 FEET EAST OF WITNESS POST.
 DL6269
 DL6269                          STATION RECOVERY (2009)
 DL6269
 DL6269'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6270 ***********************************************************************
 DL6270  DESIGNATION -  1213 F
 DL6270  PID         -  DL6270
 DL6270  STATE/COUNTY-  MN/CHIPPEWA
 DL6270  COUNTRY     -  US
 DL6270  USGS QUAD   -  KERKHOVEN SW (1979)
 DL6270
 DL6270                         *CURRENT SURVEY CONTROL
 DL6270  ______________________________________________________________________
 DL6270* NAD 83(2007) POSITION- 45 03 53.32537(N) 095 28 22.26194(W)   ADJUSTED  
 DL6270* NAD 83(2007) ELLIP HT-   294.018 (meters)        (01/29/10)   ADJUSTED
 DL6270* NAD 83(2007) EPOCH   -  2002.00
 DL6270* NAVD 88 ORTHO HEIGHT -   320.489  (meters)    1051.47  (feet) ADJUSTED  
 DL6270  ______________________________________________________________________
 DL6270  NAD 83(2007) X  -   -430,394.833 (meters)                     COMP
 DL6270  NAD 83(2007) Y  - -4,492,131.390 (meters)                     COMP
 DL6270  NAD 83(2007) Z  -  4,492,646.799 (meters)                     COMP
 DL6270  LAPLACE CORR    -         -1.98  (seconds)                    DEFLEC09
 DL6270  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DL6270  DYNAMIC HEIGHT  -        320.467 (meters)     1051.40  (feet) COMP
 DL6270  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DL6270
 DL6270  HORZ ORDER      -  FIRST
 DL6270  VERT ORDER      -  SECOND    CLASS I
 DL6270  ELLP ORDER      -  FIRST     CLASS II
 DL6270
 DL6270.The horizontal coordinates were established by GPS observations
 DL6270.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6270
 DL6270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6270.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6270
 DL6270.The horizontal coordinates are valid at the epoch date displayed above
 DL6270.which is a decimal equivalence of Year/Month/Day.
 DL6270
 DL6270.The orthometric height was determined by differential leveling and
 DL6270.adjusted in February 2011.
 DL6270
 DL6270.No vertical observational check was made to the station.
 DL6270
 DL6270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6270
 DL6270.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6270
 DL6270.The ellipsoidal height was determined by GPS observations
 DL6270.and is referenced to NAD 83.
 DL6270
 DL6270.The dynamic height is computed by dividing the NAVD 88
 DL6270.geopotential number by the normal gravity value computed on the
 DL6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6270.degrees latitude (g = 980.6199 gals.).
 DL6270
 DL6270.The modeled gravity was interpolated from observed gravity values.
 DL6270
 DL6270. The following values were computed from the NAD 83(2007) position.
 DL6270
 DL6270;                    North         East     Units Scale Factor Converg.
 DL6270;SPC MN S     -   330,474.282   684,011.109   MT  0.99997036   -1 01 56.5
 DL6270;SPC MN S     - 1,084,231.04  2,244,126.45   sFT  0.99997036   -1 01 56.5
 DL6270;UTM  15      - 4,993,125.215   305,321.457   MT  1.00006604   -1 45 03.9
 DL6270
 DL6270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6270!SPC MN S     -   0.99995390  x   0.99997036  =   0.99992427
 DL6270!UTM  15      -   0.99995390  x   1.00006604  =   1.00001994
 DL6270
 DL6270:                Primary Azimuth Mark                     Grid Az
 DL6270:SPC MN S     -  1213 E                                   001 23 17.1
 DL6270:UTM  15      -  1213 E                                   002 06 24.5
 DL6270
 DL6270|---------------------------------------------------------------------|
 DL6270| PID    Reference Object                     Distance      Geod. Az  |
 DL6270|                                                           dddmmss.s |
 DL6270| DL6269 1213 E                              APPROX. 1.6 KM 0002120.6 |
 DL6270|---------------------------------------------------------------------|
 DL6270
 DL6270                          SUPERSEDED SURVEY CONTROL
 DL6270
 DL6270  NAVD 88 (01/29/10)  320.48   (m)         1051.4    (f) LEVELING    3  
 DL6270
 DL6270.Superseded values are not recommended for survey control.
 DL6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6270.See file dsdata.txt to determine how the superseded data were derived.
 DL6270
 DL6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0532193125(NAD 83)
 DL6270
 DL6270_MARKER: DD = SURVEY DISK
 DL6270_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6270_STAMPING: 1213 F 2008
 DL6270_MARK LOGO: MNDT  
 DL6270_PROJECTION: RECESSED 3 CENTIMETERS
 DL6270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6270+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6270_ROD/PIPE-DEPTH:  8.8 meters
 DL6270
 DL6270  HISTORY     - Date     Condition        Report By
 DL6270  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6270  HISTORY     - 20090416 GOOD             MNDT
 DL6270
 DL6270                          STATION DESCRIPTION
 DL6270
 DL6270'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6270'THE MARK IS 5.5 MILES NORTH OF GLUEK, 5.6 MILES NORTH ALONG TRUNK
 DL6270'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6270'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 8.0, 70.0 FEET WEST
 DL6270'OF TRUNK HIGHWAY 277, 68.5 FEET NORTH 30TH STREET NORTHEAST, 13.5 FEET
 DL6270'NORTHEAST OF CABLE PEDESTAL NUMBER D4P6, 1.7 FEET EAST OF WITNESS
 DL6270'POST.
 DL6270
 DL6270                          STATION RECOVERY (2009)
 DL6270
 DL6270'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6271 ***********************************************************************
 DL6271  DESIGNATION -  1213 G
 DL6271  PID         -  DL6271
 DL6271  STATE/COUNTY-  MN/CHIPPEWA
 DL6271  COUNTRY     -  US
 DL6271  USGS QUAD   -  KERKHOVEN SW (1979)
 DL6271
 DL6271                         *CURRENT SURVEY CONTROL
 DL6271  ______________________________________________________________________
 DL6271* NAD 83(2007) POSITION- 45 02 35.38825(N) 095 28 22.65446(W)   ADJUSTED  
 DL6271* NAD 83(2007) ELLIP HT-   292.500 (meters)        (01/29/10)   ADJUSTED
 DL6271* NAD 83(2007) EPOCH   -  2002.00
 DL6271* NAVD 88 ORTHO HEIGHT -   318.972  (meters)    1046.49  (feet) ADJUSTED  
 DL6271  ______________________________________________________________________
 DL6271  NAD 83(2007) X  -   -430,565.698 (meters)                     COMP
 DL6271  NAD 83(2007) Y  - -4,493,824.675 (meters)                     COMP
 DL6271  NAD 83(2007) Z  -  4,490,945.996 (meters)                     COMP
 DL6271  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC09
 DL6271  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DL6271  DYNAMIC HEIGHT  -        318.949 (meters)     1046.42  (feet) COMP
 DL6271  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 DL6271
 DL6271  HORZ ORDER      -  FIRST
 DL6271  VERT ORDER      -  SECOND    CLASS I
 DL6271  ELLP ORDER      -  FIRST     CLASS II
 DL6271
 DL6271.The horizontal coordinates were established by GPS observations
 DL6271.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6271
 DL6271.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6271.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6271
 DL6271.The horizontal coordinates are valid at the epoch date displayed above
 DL6271.which is a decimal equivalence of Year/Month/Day.
 DL6271
 DL6271.The orthometric height was determined by differential leveling and
 DL6271.adjusted in February 2011.
 DL6271
 DL6271.No vertical observational check was made to the station.
 DL6271
 DL6271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6271
 DL6271.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6271
 DL6271.The ellipsoidal height was determined by GPS observations
 DL6271.and is referenced to NAD 83.
 DL6271
 DL6271.The dynamic height is computed by dividing the NAVD 88
 DL6271.geopotential number by the normal gravity value computed on the
 DL6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6271.degrees latitude (g = 980.6199 gals.).
 DL6271
 DL6271.The modeled gravity was interpolated from observed gravity values.
 DL6271
 DL6271. The following values were computed from the NAD 83(2007) position.
 DL6271
 DL6271;                    North         East     Units Scale Factor Converg.
 DL6271;SPC MN S     -   328,068.967   683,959.174   MT  0.99996672   -1 01 56.8
 DL6271;SPC MN S     - 1,076,339.60  2,243,956.06   sFT  0.99996672   -1 01 56.8
 DL6271;UTM  15      - 4,990,720.504   305,239.360   MT  1.00006643   -1 45 01.8
 DL6271
 DL6271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6271!SPC MN S     -   0.99995414  x   0.99996672  =   0.99992086
 DL6271!UTM  15      -   0.99995414  x   1.00006643  =   1.00002057
 DL6271
 DL6271                          SUPERSEDED SURVEY CONTROL
 DL6271
 DL6271  NAVD 88 (01/29/10)  318.96   (m)         1046.5    (f) LEVELING    3  
 DL6271
 DL6271.Superseded values are not recommended for survey control.
 DL6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6271.See file dsdata.txt to determine how the superseded data were derived.
 DL6271
 DL6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0523990720(NAD 83)
 DL6271
 DL6271_MARKER: DD = SURVEY DISK
 DL6271_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6271_STAMPING: 1213 G 2008
 DL6271_MARK LOGO: MNDT  
 DL6271_PROJECTION: FLUSH
 DL6271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6271+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6271_ROD/PIPE-DEPTH:  7.9 meters
 DL6271
 DL6271  HISTORY     - Date     Condition        Report By
 DL6271  HISTORY     - 20081105 MONUMENTED       MNDT
 DL6271  HISTORY     - 20090416 GOOD             MNDT
 DL6271
 DL6271                          STATION DESCRIPTION
 DL6271
 DL6271'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6271'THE MARK IS 4.0 MILES NORTH OF GLUEK, 4.05 MILES NORTH ALONG TRUNK
 DL6271'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6271'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 6.5, 70.0 FEET WEST
 DL6271'OF TRUNK HIGHWAY 277, 25.3 FEET NORTH OF FIELD ENTRANCE, 2.3 FEET EAST
 DL6271'OF WITNESS POST, 2.0 FEET EAST OF CABLE POST.
 DL6271
 DL6271                          STATION RECOVERY (2009)
 DL6271
 DL6271'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6272 ***********************************************************************
 DL6272  DESIGNATION -  1213 H
 DL6272  PID         -  DL6272
 DL6272  STATE/COUNTY-  MN/CHIPPEWA
 DL6272  COUNTRY     -  US
 DL6272  USGS QUAD   -  KERKHOVEN SW (1979)
 DL6272
 DL6272                         *CURRENT SURVEY CONTROL
 DL6272  ______________________________________________________________________
 DL6272* NAD 83(2007) POSITION- 45 00 24.10867(N) 095 28 23.85961(W)   ADJUSTED  
 DL6272* NAD 83(2007) ELLIP HT-   290.006 (meters)        (01/29/10)   ADJUSTED
 DL6272* NAD 83(2007) EPOCH   -  2002.00
 DL6272* NAVD 88 ORTHO HEIGHT -   316.485  (meters)    1038.33  (feet) ADJUSTED  
 DL6272  ______________________________________________________________________
 DL6272  NAD 83(2007) X  -   -430,865.247 (meters)                     COMP
 DL6272  NAD 83(2007) Y  - -4,496,674.339 (meters)                     COMP
 DL6272  NAD 83(2007) Z  -  4,488,079.720 (meters)                     COMP
 DL6272  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC09
 DL6272  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DL6272  DYNAMIC HEIGHT  -        316.461 (meters)     1038.26  (feet) COMP
 DL6272  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 DL6272
 DL6272  HORZ ORDER      -  FIRST
 DL6272  VERT ORDER      -  SECOND    CLASS I
 DL6272  ELLP ORDER      -  FIRST     CLASS II
 DL6272
 DL6272.The horizontal coordinates were established by GPS observations
 DL6272.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6272
 DL6272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6272.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6272
 DL6272.The horizontal coordinates are valid at the epoch date displayed above
 DL6272.which is a decimal equivalence of Year/Month/Day.
 DL6272
 DL6272.The orthometric height was determined by differential leveling and
 DL6272.adjusted in November 2011.
 DL6272
 DL6272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6272
 DL6272.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6272
 DL6272.The ellipsoidal height was determined by GPS observations
 DL6272.and is referenced to NAD 83.
 DL6272
 DL6272.The dynamic height is computed by dividing the NAVD 88
 DL6272.geopotential number by the normal gravity value computed on the
 DL6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6272.degrees latitude (g = 980.6199 gals.).
 DL6272
 DL6272.The modeled gravity was interpolated from observed gravity values.
 DL6272
 DL6272. The following values were computed from the NAD 83(2007) position.
 DL6272
 DL6272;                    North         East     Units Scale Factor Converg.
 DL6272;SPC MN S     -   324,017.637   683,859.768   MT  0.99996089   -1 01 57.6
 DL6272;SPC MN S     - 1,063,047.86  2,243,629.92   sFT  0.99996089   -1 01 57.6
 DL6272;UTM  15      - 4,986,670.319   305,089.212   MT  1.00006716   -1 44 58.7
 DL6272
 DL6272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6272!SPC MN S     -   0.99995453  x   0.99996089  =   0.99991542
 DL6272!UTM  15      -   0.99995453  x   1.00006716  =   1.00002169
 DL6272
 DL6272:                Primary Azimuth Mark                     Grid Az
 DL6272:SPC MN S     -  1213 J                                   181 09 24.5
 DL6272:UTM  15      -  1213 J                                   181 52 25.6
 DL6272
 DL6272|---------------------------------------------------------------------|
 DL6272| PID    Reference Object                     Distance      Geod. Az  |
 DL6272|                                                           dddmmss.s |
 DL6272| DL6273 1213 J                              APPROX. 1.6 KM 1800726.9 |
 DL6272|---------------------------------------------------------------------|
 DL6272
 DL6272                          SUPERSEDED SURVEY CONTROL
 DL6272
 DL6272  NAVD 88 (02/23/11)  316.491  (m)         1038.35   (f) SUPERSEDED  2 1
 DL6272  NAVD 88 (01/29/10)  316.48   (m)         1038.3    (f) LEVELING    3  
 DL6272
 DL6272.Superseded values are not recommended for survey control.
 DL6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6272.See file dsdata.txt to determine how the superseded data were derived.
 DL6272
 DL6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0508986670(NAD 83)
 DL6272
 DL6272_MARKER: F = FLANGE-ENCASED ROD
 DL6272_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6272_STAMPING: 1213 H 2008
 DL6272_MARK LOGO: MNDT  
 DL6272_PROJECTION: RECESSED 5 CENTIMETERS
 DL6272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6272+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6272_ROD/PIPE-DEPTH:  7.6 meters
 DL6272
 DL6272  HISTORY     - Date     Condition        Report By
 DL6272  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6272  HISTORY     - 20090416 GOOD             MNDT
 DL6272
 DL6272                          STATION DESCRIPTION
 DL6272
 DL6272'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6272'THE MARK IS 1.5 MILES NORTH OF GLUEK, 1.5 MILES NORTH ALONG TRUNK
 DL6272'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6272'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 4.0, 92.0 FEET WEST
 DL6272'OF TRUNK HIGHWAY 277, 56.8 FEET EAST OF POWER POLE, 27.7 FEET SOUTH OF
 DL6272'10TH STREET SOUTHEAST, 1.7 FEET NORTH OF WITNESS POST.
 DL6272
 DL6272                          STATION RECOVERY (2009)
 DL6272
 DL6272'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6273 ***********************************************************************
 DL6273  DESIGNATION -  1213 J
 DL6273  PID         -  DL6273
 DL6273  STATE/COUNTY-  MN/CHIPPEWA
 DL6273  COUNTRY     -  US
 DL6273  USGS QUAD   -  MAYNARD (1965)
 DL6273
 DL6273                         *CURRENT SURVEY CONTROL
 DL6273  ______________________________________________________________________
 DL6273* NAD 83(2007) POSITION- 44 59 32.41245(N) 095 28 24.01745(W)   ADJUSTED  
 DL6273* NAD 83(2007) ELLIP HT-   289.581 (meters)        (01/29/10)   ADJUSTED
 DL6273* NAD 83(2007) EPOCH   -  2002.00
 DL6273* NAVD 88 ORTHO HEIGHT -   316.064  (meters)    1036.95  (feet) ADJUSTED  
 DL6273  ______________________________________________________________________
 DL6273  NAD 83(2007) X  -   -430,976.297 (meters)                     COMP
 DL6273  NAD 83(2007) Y  - -4,497,797.049 (meters)                     COMP
 DL6273  NAD 83(2007) Z  -  4,486,950.916 (meters)                     COMP
 DL6273  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 DL6273  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DL6273  DYNAMIC HEIGHT  -        316.041 (meters)     1036.88  (feet) COMP
 DL6273  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 DL6273
 DL6273  HORZ ORDER      -  FIRST
 DL6273  VERT ORDER      -  SECOND    CLASS I
 DL6273  ELLP ORDER      -  FIRST     CLASS II
 DL6273
 DL6273.The horizontal coordinates were established by GPS observations
 DL6273.and adjusted by the MN DEPT OF TRANSP in January 2010.
 DL6273
 DL6273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6273.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6273
 DL6273.The horizontal coordinates are valid at the epoch date displayed above
 DL6273.which is a decimal equivalence of Year/Month/Day.
 DL6273
 DL6273.The orthometric height was determined by differential leveling and
 DL6273.adjusted in November 2011.
 DL6273
 DL6273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6273
 DL6273.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6273
 DL6273.The ellipsoidal height was determined by GPS observations
 DL6273.and is referenced to NAD 83.
 DL6273
 DL6273.The dynamic height is computed by dividing the NAVD 88
 DL6273.geopotential number by the normal gravity value computed on the
 DL6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6273.degrees latitude (g = 980.6199 gals.).
 DL6273
 DL6273.The modeled gravity was interpolated from observed gravity values.
 DL6273
 DL6273. The following values were computed from the NAD 83(2007) position.
 DL6273
 DL6273;                    North         East     Units Scale Factor Converg.
 DL6273;SPC MN S     -   322,422.163   683,827.551   MT  0.99995871   -1 01 57.7
 DL6273;SPC MN S     - 1,057,813.38  2,243,524.22   sFT  0.99995871   -1 01 57.7
 DL6273;UTM  15      - 4,985,075.202   305,037.034   MT  1.00006741   -1 44 57.2
 DL6273
 DL6273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6273!SPC MN S     -   0.99995460  x   0.99995871  =   0.99991331
 DL6273!UTM  15      -   0.99995460  x   1.00006741  =   1.00002201
 DL6273
 DL6273:                Primary Azimuth Mark                     Grid Az
 DL6273:SPC MN S     -  1213 H                                   001 09 24.5
 DL6273:UTM  15      -  1213 H                                   001 52 24.0
 DL6273
 DL6273|---------------------------------------------------------------------|
 DL6273| PID    Reference Object                     Distance      Geod. Az  |
 DL6273|                                                           dddmmss.s |
 DL6273| DL6272 1213 H                              APPROX. 1.6 KM 0000726.8 |
 DL6273|---------------------------------------------------------------------|
 DL6273
 DL6273                          SUPERSEDED SURVEY CONTROL
 DL6273
 DL6273  NAVD 88 (02/23/11)  316.073  (m)         1036.98   (f) SUPERSEDED  2 1
 DL6273  NAVD 88 (01/29/10)  316.06   (m)         1036.9    (f) LEVELING    3  
 DL6273
 DL6273.Superseded values are not recommended for survey control.
 DL6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6273.See file dsdata.txt to determine how the superseded data were derived.
 DL6273
 DL6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0503785075(NAD 83)
 DL6273
 DL6273_MARKER: F = FLANGE-ENCASED ROD
 DL6273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6273_STAMPING: 1213 J 2008
 DL6273_MARK LOGO: MNDT  
 DL6273_PROJECTION: RECESSED 3 CENTIMETERS
 DL6273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6273+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DL6273_ROD/PIPE-DEPTH:  9.1 meters
 DL6273
 DL6273  HISTORY     - Date     Condition        Report By
 DL6273  HISTORY     - 20081104 MONUMENTED       MNDT
 DL6273  HISTORY     - 20090416 GOOD             MNDT
 DL6273
 DL6273                          STATION DESCRIPTION
 DL6273
 DL6273'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6273'THE MARK IS 0.5 MILE NORTH OF GLUEK, 0.5 MILE NORTH ALONG TRUNK
 DL6273'HIGHWAY 277 FROM JUNCTION OF TRUNK HIGHWAY 277 AND 26TH STREET
 DL6273'SOUTHEAST IN GLUEK, AT TRUNK HIGHWAY 277 MILEPOINT 3.0, 128.0 FEET
 DL6273'WEST OF TRUNK HIGHWAY 277, 89.2 FEET EAST OF CABLE PEDESTAL NUMBER
 DL6273'83A21, 51.3 FEET NORTH OF COUNTY ROAD 36 (20TH STREET SOUTHEAST), 1.7
 DL6273'FEET SOUTH OF WITNESS POST.
 DL6273
 DL6273                          STATION RECOVERY (2009)
 DL6273
 DL6273'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL6273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0336 ***********************************************************************
 SK0336  DESIGNATION -  1216
 SK0336  PID         -  SK0336
 SK0336  STATE/COUNTY-  MN/BELTRAMI
 SK0336  COUNTRY     -  US
 SK0336  USGS QUAD   -  RED LAKE (1972)
 SK0336
 SK0336                         *CURRENT SURVEY CONTROL
 SK0336  ______________________________________________________________________
 SK0336* NAD 83(1986) POSITION- 47 52 05.     (N) 095 01 01.     (W)   SCALED    
 SK0336* NAVD 88 ORTHO HEIGHT -   370.120  (meters)    1214.30  (feet) ADJUSTED  
 SK0336  ______________________________________________________________________
 SK0336  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 SK0336  DYNAMIC HEIGHT  -        370.180 (meters)     1214.50  (feet) COMP
 SK0336  MODELED GRAVITY -    980,762.0   (mgal)                       NAVD 88
 SK0336
 SK0336  VERT ORDER      -  SECOND    CLASS 0
 SK0336
 SK0336.The horizontal coordinates were scaled from a topographic map and have
 SK0336.an estimated accuracy of +/- 6 seconds.
 SK0336.
 SK0336.The orthometric height was determined by differential leveling and
 SK0336.adjusted in June 1991.
 SK0336
 SK0336.The dynamic height is computed by dividing the NAVD 88
 SK0336.geopotential number by the normal gravity value computed on the
 SK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0336.degrees latitude (g = 980.6199 gals.).
 SK0336
 SK0336.The modeled gravity was interpolated from observed gravity values.
 SK0336
 SK0336;                    North         East    Units  Estimated Accuracy
 SK0336;SPC MN N     -   253,870.      656,610.      MT  (+/- 180 meters Scaled)
 SK0336
 SK0336                          SUPERSEDED SURVEY CONTROL
 SK0336
 SK0336  NGVD 29 (??/??/92)  369.778  (m)         1213.18   (f) ADJ UNCH    2 0
 SK0336
 SK0336.Superseded values are not recommended for survey control.
 SK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0336.See file dsdata.txt to determine how the superseded data were derived.
 SK0336
 SK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP491036(NAD 83)
 SK0336
 SK0336_MARKER: DD = SURVEY DISK
 SK0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0336_SP_SET: SLAB
 SK0336_STAMPING: 1216
 SK0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0336
 SK0336  HISTORY     - Date     Condition        Report By
 SK0336  HISTORY     - UNK      MONUMENTED       USGS
 SK0336  HISTORY     - 1934     GOOD             CGS
 SK0336  HISTORY     - 1942     GOOD             DOD
 SK0336  HISTORY     - 20010711 MARK NOT FOUND   MNDT
 SK0336
 SK0336                          STATION DESCRIPTION
 SK0336
 SK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SK0336'IN REDLAKE.
 SK0336'AT REDLAKE, BELTRAMI COUNTY, AT THE RED LAKE INDIAN RESERVATION
 SK0336'HEADQUARTERS, NEAR THE OFFICE OF THE AGENCY, 165 YARDS NORTH OF STATE
 SK0336'HIGHWAY 1, 57 YARDS WEST OF THE MAIN STREET IN THE AGENCY (THE FIRST
 SK0336'STREET WEST OF THE AGENCY OFFICE), 99.3 FEET FROM THE SOUTHWEST CORNER
 SK0336'OF A HOUSE FOUNDATION, 100.3 FEET FROM THE NORTHEAST CORNER OF THE
 SK0336'FOUNDATION, 22 FEET FROM THE NORTHEAST CORNER OF A GREENHOUSE, 5.7
 SK0336'FEET FROM THE SOUTHEAST CORNER, IN THE SOUTHWEST CORNER OF A 2- BY
 SK0336'2-FOOT CONCRETE SLAB THAT ORIGINALLY WAS THE NORTHEAST PEDESTAL OF AN
 SK0336'OLD WATER TANK, AND 0.2 FOOT BELOW THE GROUND SURFACE.  A UNITED
 SK0336'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1216.  NOTE-- WATER
 SK0336'TANK AND RR HAVE BEEN REMOVED.
 SK0336
 SK0336                          STATION RECOVERY (1942)
 SK0336
 SK0336'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1942
 SK0336'RECOVERED IN GOOD CONDITION.
 SK0336
 SK0336                          STATION RECOVERY (2001)
 SK0336
 SK0336'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK0336'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0003 ***********************************************************************
 PP0003  DESIGNATION -  122 BOLT
 PP0003  PID         -  PP0003
 PP0003  STATE/COUNTY-  MN/GOODHUE
 PP0003  COUNTRY     -  US
 PP0003  USGS QUAD   -  MAIDEN ROCK (1974)
 PP0003
 PP0003                         *CURRENT SURVEY CONTROL
 PP0003  ______________________________________________________________________
 PP0003* NAD 83(1986) POSITION- 44 31 48.71   (N) 092 19 42.78   (W)   HD_HELD1  
 PP0003* NAVD 88 ORTHO HEIGHT -   205.573  (meters)     674.45  (feet) ADJUSTED  
 PP0003  ______________________________________________________________________
 PP0003  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 PP0003  DYNAMIC HEIGHT  -        205.547 (meters)      674.37  (feet) COMP
 PP0003  MODELED GRAVITY -    980,485.7   (mgal)                       NAVD 88
 PP0003
 PP0003  VERT ORDER      -  FIRST     CLASS I
 PP0003
 PP0003.The horizontal coordinates were established by differentially corrected
 PP0003.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0003.
 PP0003.The orthometric height was determined by differential leveling and
 PP0003.adjusted in June 1991.
 PP0003
 PP0003.The dynamic height is computed by dividing the NAVD 88
 PP0003.geopotential number by the normal gravity value computed on the
 PP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0003.degrees latitude (g = 980.6199 gals.).
 PP0003
 PP0003.The modeled gravity was interpolated from observed gravity values.
 PP0003
 PP0003;                    North         East    Units  Estimated Accuracy
 PP0003;SPC MN S     -   271,380.5     932,841.5     MT  (+/- 3 meters HH1 GPS) 
 PP0003
 PP0003                          SUPERSEDED SURVEY CONTROL
 PP0003
 PP0003  NGVD 29 (??/??/92)  205.539  (m)          674.34   (f) ADJ UNCH    1 1
 PP0003
 PP0003.Superseded values are not recommended for survey control.
 PP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0003.See file dsdata.txt to determine how the superseded data were derived.
 PP0003
 PP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5335130982(NAD 83)
 PP0003
 PP0003_MARKER: B = BOLT
 PP0003_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0003_STAMPING: UNSTAMPED
 PP0003_MARK LOGO: MRC   
 PP0003_MAGNETIC: P = MARKER IS A STEEL PIPE
 PP0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0003+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2008
 PP0003
 PP0003  HISTORY     - Date     Condition        Report By
 PP0003  HISTORY     - UNK      MONUMENTED       MRC
 PP0003  HISTORY     - UNK      SEE DESCRIPTION  USGS
 PP0003  HISTORY     - 1970     GOOD             NGS
 PP0003  HISTORY     - 20081028 GOOD             MNDT
 PP0003
 PP0003                          STATION DESCRIPTION
 PP0003
 PP0003'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 PP0003'
 PP0003
 PP0003                          STATION RECOVERY (1970)
 PP0003
 PP0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP0003'6.85 MI N FROM LAKE CITY.
 PP0003'ABOUT 5.15 MILES NORTHWEST ALONG U.S. HIGHWAYS 61 AND 63 FROM THEIR
 PP0003'JUNCTION AT LAKE CITY, THENCE 1.5 MILES NORTH ALONG COUNTY ROAD 2,
 PP0003'THENCE 0.25 MILE NORTH ALONG A PAVED ROAD, 354 FEET NORTHEAST OF THE
 PP0003'CENTER LINE OF THE ROAD, 143 FEET EAST OF THE EAST CORNER OF A
 PP0003'METHODIST CHURCH AT OLD FRONTENAC, 125 FEET NORTHEAST OF THE NORTH
 PP0003'CORNER OF A HOTEL BUILDING, 177 FEET SOUTHWEST OF THE CENTER OF AN
 PP0003'ARCH IN A ROCK WALL ON THE NORTHEAST END OF A POINT OVERLOOKING THE
 PP0003'MISSISSIPPI RIVER, 1.0 FOOT NORTHWEST OF THE NORTHWEST EDGE OF A
 PP0003'CONCRETE SIDEWALK, AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH
 PP0003'TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH AN IRON
 PP0003'PIPE THAT BEARS A MISSISSIPPI RIVER COMMISSION CAP THAT IS STAMPED 44
 PP0003'31 49 92 19 44 AND IS DESIGNATED PBM 123 (MRC).  SEC 2, T 112N, R 13W.
 PP0003
 PP0003                          STATION RECOVERY (2008)
 PP0003
 PP0003'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP0003'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1187 ***********************************************************************
 RN1187  DESIGNATION -  1229 MINN
 RN1187  PID         -  RN1187
 RN1187  STATE/COUNTY-  MN/AITKIN
 RN1187  COUNTRY     -  US
 RN1187  USGS QUAD   -  IRON HUB (1973)
 RN1187
 RN1187                         *CURRENT SURVEY CONTROL
 RN1187  ______________________________________________________________________
 RN1187* NAD 83(1986) POSITION- 46 31 12.     (N) 093 46 03.     (W)   SCALED    
 RN1187* NAVD 88 ORTHO HEIGHT -   374.556  (meters)    1228.86  (feet) ADJUSTED  
 RN1187  ______________________________________________________________________
 RN1187  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 RN1187  DYNAMIC HEIGHT  -        374.574 (meters)     1228.91  (feet) COMP
 RN1187  MODELED GRAVITY -    980,651.0   (mgal)                       NAVD 88
 RN1187
 RN1187  VERT ORDER      -  FIRST     CLASS II
 RN1187
 RN1187.The horizontal coordinates were scaled from a topographic map and have
 RN1187.an estimated accuracy of +/- 6 seconds.
 RN1187.
 RN1187.The orthometric height was determined by differential leveling and
 RN1187.adjusted in June 1991.
 RN1187
 RN1187.The dynamic height is computed by dividing the NAVD 88
 RN1187.geopotential number by the normal gravity value computed on the
 RN1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1187.degrees latitude (g = 980.6199 gals.).
 RN1187
 RN1187.The modeled gravity was interpolated from observed gravity values.
 RN1187
 RN1187;                    North         East    Units  Estimated Accuracy
 RN1187;SPC MN C     -   269,060.      837,020.      MT  (+/- 180 meters Scaled)
 RN1187
 RN1187                          SUPERSEDED SURVEY CONTROL
 RN1187
 RN1187.No superseded survey control is available for this station.
 RN1187
 RN1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM411521(NAD 83)
 RN1187
 RN1187_MARKER: P = PIPE CAP
 RN1187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN1187_SP_SET: SHALLOW-SET PIPE
 RN1187_STAMPING: MINN 1229
 RN1187_PROJECTION: PROJECTING 20 CENTIMETERS
 RN1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1187
 RN1187  HISTORY     - Date     Condition        Report By
 RN1187  HISTORY     - UNK      MONUMENTED       USGS
 RN1187  HISTORY     - 1979     GOOD             NGS
 RN1187
 RN1187                          STATION DESCRIPTION
 RN1187
 RN1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RN1187'3.5 MI SW FROM AITKIN.
 RN1187'3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 210 FROM THE JUNCTION OF U.S.
 RN1187'HIGHWAY 169 IN AITKIN, THENCE 0.15 MILE SOUTH ALONG COUNTY ROAD 28,
 RN1187'THENCE 0.05 MILE EAST ALONG A TRACK ROAD, 20.0 FT NORTH OF THE CENTER
 RN1187'OF THE TRACK ROAD, 11.0 FT EAST OF A 10-INCH BOSTON PINE, 123 FT WEST
 RN1187'OF A TELEPHONE POLE.  NOTE-MARK IS A CAP ON A PIPE.
 RN1187'THE MARK IS 1 FT  N FROM A WITNESS POST.
 RN1187'THE MARK IS 1 FT ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0483 ***********************************************************************
 RO0483  DESIGNATION -  1257 RESET
 RO0483  PID         -  RO0483
 RO0483  STATE/COUNTY-  MN/OTTER TAIL
 RO0483  COUNTRY     -  US
 RO0483  USGS QUAD   -  WALL LAKE (1974)
 RO0483
 RO0483                         *CURRENT SURVEY CONTROL
 RO0483  ______________________________________________________________________
 RO0483* NAD 83(1986) POSITION- 46 17 24.     (N) 095 58 37.     (W)   SCALED    
 RO0483* NAVD 88 ORTHO HEIGHT -   382.773  (meters)    1255.81  (feet) ADJUSTED  
 RO0483  ______________________________________________________________________
 RO0483  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 RO0483  DYNAMIC HEIGHT  -        382.769 (meters)     1255.80  (feet) COMP
 RO0483  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 RO0483
 RO0483  VERT ORDER      -  SECOND    CLASS I
 RO0483
 RO0483.The horizontal coordinates were scaled from a topographic map and have
 RO0483.an estimated accuracy of +/- 6 seconds.
 RO0483.
 RO0483.The orthometric height was determined by differential leveling and
 RO0483.adjusted in June 1991.
 RO0483
 RO0483.The dynamic height is computed by dividing the NAVD 88
 RO0483.geopotential number by the normal gravity value computed on the
 RO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0483.degrees latitude (g = 980.6199 gals.).
 RO0483
 RO0483.The modeled gravity was interpolated from observed gravity values.
 RO0483
 RO0483;                    North         East    Units  Estimated Accuracy
 RO0483;SPC MN C     -   244,830.      666,950.      MT  (+/- 180 meters Scaled)
 RO0483
 RO0483                          SUPERSEDED SURVEY CONTROL
 RO0483
 RO0483  NGVD 29 (??/??/92)  382.531  (m)         1255.02   (f) ADJ UNCH    2 1
 RO0483
 RO0483.Superseded values are not recommended for survey control.
 RO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0483.See file dsdata.txt to determine how the superseded data were derived.
 RO0483
 RO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM707305(NAD 83)
 RO0483
 RO0483_MARKER: P = PIPE CAP
 RO0483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0483_STAMPING: 1257 RESET 1973
 RO0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0483
 RO0483  HISTORY     - Date     Condition        Report By
 RO0483  HISTORY     - 1973     MONUMENTED       USGS
 RO0483  HISTORY     - 1975     GOOD             MNDT
 RO0483
 RO0483                          STATION DESCRIPTION
 RO0483
 RO0483'DESCRIBED BY MN DEPT OF TRANSP 1975
 RO0483'4.75 MI E FROM FERGUS FALLS.
 RO0483'THE MARK IS LOCATED 4.25 MILES EASTERLY ALONG TRUNK HIGHWAY 210
 RO0483'(MILEPOINT 32.5) FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 210 AT
 RO0483'FERGUS FALLS, THENCE NORTH ALONG A TOWNSHIP ROAD FOR 0.5 MILE TO THE
 RO0483'BURLINGTON NORTHERN RAILROAD CROSSING.  IT IS 48.0 FEET EAST OF AND
 RO0483'ABOUT 5 FEET LOWER THAN THE CENTER OF THE NORTHSOUTH TOWNSHIP ROAD,
 RO0483'28.0 FEET NORTH OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 45.5 FEET
 RO0483'SOUTH OF THE SOUTH RAIL OF THE RAILROAD, AND 51.2 FEET SOUTHEAST OF A
 RO0483'RAILROAD CROSSING POST.  THE MARK IS A STANDARD USGS CAP ON 3 1/2 INCH
 RO0483'DIAMETER IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 RO0483'GROUND AND IS 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  CORNER OF NE
 RO0483'1/4, SEC 33, T 133N, R 42W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0082 ***********************************************************************
 PP0082  DESIGNATION -  129
 PP0082  PID         -  PP0082
 PP0082  STATE/COUNTY-  MN/WABASHA
 PP0082  COUNTRY     -  US
 PP0082  USGS QUAD   -  LAKE CITY (1974)
 PP0082
 PP0082                         *CURRENT SURVEY CONTROL
 PP0082  ______________________________________________________________________
 PP0082* NAD 83(1986) POSITION- 44 26 57.0    (N) 092 15 54.0    (W)   HD_HELD2  
 PP0082* NAVD 88 ORTHO HEIGHT -   210.109  (meters)     689.33  (feet) ADJUSTED  
 PP0082  ______________________________________________________________________
 PP0082  GEOID HEIGHT    -        -30.27  (meters)                     GEOID09
 PP0082  DYNAMIC HEIGHT  -        210.081 (meters)      689.24  (feet) COMP
 PP0082  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 PP0082
 PP0082  VERT ORDER      -  FIRST     CLASS I
 PP0082
 PP0082.The horizontal coordinates were established by autonomous hand held GPS
 PP0082.observations and have an estimated accuracy of +/- 10 meters.
 PP0082.
 PP0082.The orthometric height was determined by differential leveling and
 PP0082.adjusted in June 1991.
 PP0082
 PP0082.Photographs are available for this station.
 PP0082
 PP0082.The dynamic height is computed by dividing the NAVD 88
 PP0082.geopotential number by the normal gravity value computed on the
 PP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0082.degrees latitude (g = 980.6199 gals.).
 PP0082
 PP0082.The modeled gravity was interpolated from observed gravity values.
 PP0082
 PP0082;                    North         East    Units  Estimated Accuracy
 PP0082;SPC MN S     -   262,484.      938,083.      MT  (+/- 10 meters HH2 GPS)
 PP0082
 PP0082                          SUPERSEDED SURVEY CONTROL
 PP0082
 PP0082  NGVD 29 (??/??/92)  210.076  (m)          689.22   (f) ADJ UNCH    1 1
 PP0082
 PP0082.Superseded values are not recommended for survey control.
 PP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0082.See file dsdata.txt to determine how the superseded data were derived.
 PP0082
 PP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5848122025(NAD 83)
 PP0082
 PP0082_MARKER: B = BOLT
 PP0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0082_SP_SET: BUILDING FOUNDATION
 PP0082_STAMPING: UNSTAMPED
 PP0082_MARK LOGO: DOD   
 PP0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0082+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2010
 PP0082
 PP0082  HISTORY     - Date     Condition        Report By
 PP0082  HISTORY     - UNK      MONUMENTED       DOD
 PP0082  HISTORY     - 1970     GOOD             NGS
 PP0082  HISTORY     - 1976     GOOD             NGS
 PP0082  HISTORY     - 20010331 GOOD             NGS
 PP0082  HISTORY     - 20100312 GOOD             MNDT
 PP0082
 PP0082                          STATION DESCRIPTION
 PP0082
 PP0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0082'IN LAKE CITY.
 PP0082'AT LAKE CITY, ABOUT 0.1 MILE NORTHEAST ALONG LYON AVENUE FROM THE
 PP0082'JUNCTION OF U. S. HIGHWAYS 61 AND 63, THENCE ABOUT 0.1 MILE SOUTHEAST
 PP0082'ALONG WASHINGTON STREET, AT THE INTERSECTION OF CENTER STREET, 53 FEET
 PP0082'SOUTH OF THE CENTER OF THE INTERSECTION, 37 FEET SOUTHWEST OF THE
 PP0082'CENTER LINE OF WASHINGTON STREET, 39 FEET SOUTHEAST OF THE CENTER LINE
 PP0082'OF CENTER STREET, 3 FEET EAST OF THE CENTER OF THE ENTRANCE TO CLARES
 PP0082'BARBER SHOP, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK AND IS A
 PP0082'COPPER BOLT LEADED IN TOP OF THE STONE FOUNDATION FOR BRICK BUILDING
 PP0082'AT THE EAST END OF THE DOORSILL FOR BARBER SHOP AND MARKED BY THE
 PP0082'LETTERS USPBM CUT IN STONE.  SEC 4, T 111N, R 12W.
 PP0082
 PP0082                          STATION RECOVERY (1976)
 PP0082
 PP0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PP0082'RECOVERED IN GOOD CONDITION.
 PP0082
 PP0082                          STATION RECOVERY (2001)
 PP0082
 PP0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0082'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0082
 PP0082                          STATION RECOVERY (2010)
 PP0082
 PP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 PP0082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1006 ***********************************************************************
 RN1006  DESIGNATION -  1292
 RN1006  PID         -  RN1006
 RN1006  STATE/COUNTY-  MN/CROW WING
 RN1006  COUNTRY     -  US
 RN1006  USGS QUAD   -  EMILY (1994)
 RN1006
 RN1006                         *CURRENT SURVEY CONTROL
 RN1006  ______________________________________________________________________
 RN1006* NAD 83(1986) POSITION- 46 43 38.     (N) 093 57 31.     (W)   SCALED    
 RN1006* NAVD 88 ORTHO HEIGHT -   393.911  (meters)    1292.36  (feet) ADJUSTED  
 RN1006  ______________________________________________________________________
 RN1006  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 RN1006  DYNAMIC HEIGHT  -        393.933 (meters)     1292.43  (feet) COMP
 RN1006  MODELED GRAVITY -    980,658.2   (mgal)                       NAVD 88
 RN1006
 RN1006  VERT ORDER      -  SECOND    CLASS 0
 RN1006
 RN1006.The horizontal coordinates were scaled from a topographic map and have
 RN1006.an estimated accuracy of +/- 6 seconds.
 RN1006.
 RN1006.The orthometric height was determined by differential leveling and
 RN1006.adjusted in June 1991.
 RN1006
 RN1006.The dynamic height is computed by dividing the NAVD 88
 RN1006.geopotential number by the normal gravity value computed on the
 RN1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1006.degrees latitude (g = 980.6199 gals.).
 RN1006
 RN1006.The modeled gravity was interpolated from observed gravity values.
 RN1006
 RN1006;                    North         East    Units  Estimated Accuracy
 RN1006;SPC MN C     -   292,020.      822,270.      MT  (+/- 180 meters Scaled)
 RN1006
 RN1006                          SUPERSEDED SURVEY CONTROL
 RN1006
 RN1006  NGVD 29 (??/??/92)  393.694  (m)         1291.64   (f) ADJ UNCH    2 0
 RN1006
 RN1006.Superseded values are not recommended for survey control.
 RN1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1006.See file dsdata.txt to determine how the superseded data were derived.
 RN1006
 RN1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM267752(NAD 83)
 RN1006
 RN1006_MARKER: P = PIPE CAP
 RN1006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN1006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1006
 RN1006  HISTORY     - Date     Condition        Report By
 RN1006  HISTORY     - UNK      MONUMENTED       USGS
 RN1006  HISTORY     - 1934     GOOD             CGS
 RN1006
 RN1006                          STATION DESCRIPTION
 RN1006
 RN1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN1006'IN EMILY.
 RN1006'850 FT SOUTH-WEST OF POST OFFICE, 0.2 MILE SOUTH OF NORTH QUARTER
 RN1006'CORNER OF SEC. 34, T.138 N, R.26 W,.  115 FT EAST OF PUBLIC SCHOOL
 RN1006'HOUSE, 25 FT WEST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0473 ***********************************************************************
 RO0473  DESIGNATION -  1295 MINN
 RO0473  PID         -  RO0473
 RO0473  STATE/COUNTY-  MN/GRANT
 RO0473  COUNTRY     -  US
 RO0473  USGS QUAD   -  ASHBY (1973)
 RO0473
 RO0473                         *CURRENT SURVEY CONTROL
 RO0473  ______________________________________________________________________
 RO0473* NAD 83(1986) POSITION- 46 05 31.82   (N) 095 49 02.72   (W)   HD_HELD1  
 RO0473* NAVD 88 ORTHO HEIGHT -   394.409  (meters)    1293.99  (feet) ADJUSTED  
 RO0473  ______________________________________________________________________
 RO0473  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 RO0473  DYNAMIC HEIGHT  -        394.409 (meters)     1293.99  (feet) COMP
 RO0473  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 RO0473
 RO0473  VERT ORDER      -  SECOND    CLASS 0
 RO0473
 RO0473.The horizontal coordinates were established by differentially corrected
 RO0473.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0473.
 RO0473.The orthometric height was determined by differential leveling and
 RO0473.adjusted in June 1991.
 RO0473
 RO0473.Photographs are available for this station.
 RO0473
 RO0473.The dynamic height is computed by dividing the NAVD 88
 RO0473.geopotential number by the normal gravity value computed on the
 RO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0473.degrees latitude (g = 980.6199 gals.).
 RO0473
 RO0473.The modeled gravity was interpolated from observed gravity values.
 RO0473
 RO0473;                    North         East    Units  Estimated Accuracy
 RO0473;SPC MN C     -   222,589.7     678,800.4     MT  (+/- 3 meters HH1 GPS) 
 RO0473
 RO0473                          SUPERSEDED SURVEY CONTROL
 RO0473
 RO0473  NGVD 29 (??/??/92)  394.197  (m)         1293.29   (f) ADJ UNCH    2 0
 RO0473
 RO0473.Superseded values are not recommended for survey control.
 RO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0473.See file dsdata.txt to determine how the superseded data were derived.
 RO0473
 RO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8220608147(NAD 83)
 RO0473
 RO0473_MARKER: DD = SURVEY DISK
 RO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0473_STAMPING: 1295 MINN.
 RO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0473+STABILITY: SURFACE MOTION
 RO0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0473+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2001
 RO0473
 RO0473  HISTORY     - Date     Condition        Report By
 RO0473  HISTORY     - UNK      MONUMENTED       USGS
 RO0473  HISTORY     - 1967     GOOD             MNDT
 RO0473  HISTORY     - 20010619 GOOD             DUCKS
 RO0473
 RO0473                          STATION DESCRIPTION
 RO0473
 RO0473'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0473'IN ASHBY.
 RO0473'MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE ASHBY CITY PARK, NEAR
 RO0473'THE NORTHEAST CORNER OF LARSEN STREET, 1 BLOCK SOUTH OF MAIN STREET, 1
 RO0473'BLOCK WEST OF TRINITY LUTHERN CHURCH, 4 FEET FROM THE SIDEWALK AND
 RO0473'FLUSH WITH THE GROUND.  NE 1/4 SECTION 10, T 130N, R 41W.
 RO0473
 RO0473                          STATION RECOVERY (2001)
 RO0473
 RO0473'RECOVERY NOTE BY DUCKS UNLIMITED 2001 (GLJ)
 RO0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1287 ***********************************************************************
 PP1287  DESIGNATION -  13
 PP1287  PID         -  PP1287
 PP1287  STATE/COUNTY-  MN/DAKOTA
 PP1287  COUNTRY     -  US
 PP1287  USGS QUAD   -  ST PAUL WEST (1993)
 PP1287
 PP1287                         *CURRENT SURVEY CONTROL
 PP1287  ______________________________________________________________________
 PP1287* NAD 83(1986) POSITION- 44 53 06.46   (N) 093 10 13.82   (W)   HD_HELD1  
 PP1287* NAVD 88 ORTHO HEIGHT -   243.370  (meters)     798.46  (feet) ADJUSTED  
 PP1287  ______________________________________________________________________
 PP1287  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PP1287  DYNAMIC HEIGHT  -        243.363 (meters)      798.43  (feet) COMP
 PP1287  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1287
 PP1287  VERT ORDER      -  SECOND    CLASS 0
 PP1287
 PP1287.The horizontal coordinates were established by differentially corrected
 PP1287.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1287.
 PP1287.The orthometric height was determined by differential leveling and
 PP1287.adjusted in June 1991.
 PP1287
 PP1287.Photographs are available for this station.
 PP1287
 PP1287.The dynamic height is computed by dividing the NAVD 88
 PP1287.geopotential number by the normal gravity value computed on the
 PP1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1287.degrees latitude (g = 980.6199 gals.).
 PP1287
 PP1287.The modeled gravity was interpolated from observed gravity values.
 PP1287
 PP1287;                    North         East    Units  Estimated Accuracy
 PP1287;SPC MN S     -   309,794.0     865,528.8     MT  (+/- 3 meters HH1 GPS) 
 PP1287
 PP1287                          SUPERSEDED SURVEY CONTROL
 PP1287
 PP1287  NGVD 29 (??/??/92)  243.310  (m)          798.26   (f) ADJ UNCH    2 0
 PP1287
 PP1287.Superseded values are not recommended for survey control.
 PP1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1287.See file dsdata.txt to determine how the superseded data were derived.
 PP1287
 PP1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8653470203(NAD 83)
 PP1287
 PP1287_MARKER: X = CHISELED CROSS
 PP1287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1287_SP_SET: BRIDGE
 PP1287_STAMPING: UNSTAMPED
 PP1287_MARK LOGO: MNDT  
 PP1287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1287+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 PP1287
 PP1287  HISTORY     - Date     Condition        Report By
 PP1287  HISTORY     - 1970     MONUMENTED       MNDT
 PP1287  HISTORY     - 1970     GOOD             MNDT
 PP1287  HISTORY     - 1990     GOOD             USPSQD
 PP1287  HISTORY     - 20041009 GOOD             USPSQD
 PP1287  HISTORY     - 20070611 GOOD             MNDT
 PP1287  HISTORY     - 20080722 GOOD             GEOCAC
 PP1287
 PP1287                          STATION DESCRIPTION
 PP1287
 PP1287'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1287'IN MENDOTA.
 PP1287'MARK LOCATED IN MENDOTA, IN THE SOUTH BOLT OF THE EAST LEG OF A HIGH
 PP1287'TENSION TOWER ABOUT 800 FEET NORTH OF THE EAST END OF THE MENDOTA
 PP1287'BRIDGE (BR. NO. 4190) T.H. 55 OVER THE MINNESOTA RIVER.  CORNER OF SE
 PP1287'1/4, SEC 28, T 28N, R 23W.
 PP1287
 PP1287                          STATION RECOVERY (1990)
 PP1287
 PP1287'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1287'RECOVERED IN GOOD CONDITION.
 PP1287
 PP1287                          STATION RECOVERY (2004)
 PP1287
 PP1287'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1287'RECOVERED IN GOOD CONDITION AS DESCRIBED.THE MARK IS AN  X IN THE TOP
 PP1287'OF THE BOLT MENTIONED IN THE 1970 DESCRIPTION. SPSPS ATD.
 PP1287
 PP1287                          STATION RECOVERY (2007)
 PP1287
 PP1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1287'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 PP1287'BLOOMINGTON, 6.8 MI (10.9 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS
 PP1287'AND 5.6 MI (9.0 KM) SOUTHWEST OF SAINT PAUL.
 PP1287' 
 PP1287'TO REACH TO THE MARK IN MENDOTA, IN THE SOUTH BOLT OF EAST LEG OF HIGH
 PP1287'TENSION TOWER, GO 800 FT (243.8 M) NORTH OF EAST END OF THE TRUNK
 PP1287'HIGHWAY 55 MENDOTA BRIDGE NUMBER 4190 OVER THE MINNESOTA RIVER, BOLT
 PP1287'IS MAGNETIC.
 PP1287
 PP1287                          STATION RECOVERY (2008)
 PP1287
 PP1287'RECOVERY NOTE BY GEOCACHING 2008 (CT)
 PP1287'FOUND AT THE FOLLOWING NAD83 COORDINATES N44.88529, W093.17058.
 PP1287'READINGS OBTAINED VIA GARMIN GPS72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5914 ***********************************************************************
 DF5914  DESIGNATION -  13
 DF5914  PID         -  DF5914
 DF5914  STATE/COUNTY-  MN/PINE
 DF5914  COUNTRY     -  US
 DF5914  USGS QUAD   -  BROOK PARK (1983)
 DF5914
 DF5914                         *CURRENT SURVEY CONTROL
 DF5914  ______________________________________________________________________
 DF5914* NAD 83(2007) POSITION- 45 54 52.29528(N) 093 07 25.81736(W)   ADJUSTED  
 DF5914* NAD 83(2007) ELLIP HT-   277.160 (meters)        (07/18/11)   ADJUSTED
 DF5914* NAD 83(2007) EPOCH   -  2002.00
 DF5914* NAVD 88 ORTHO HEIGHT -   304.98   (meters)    1000.6   (feet) LEVELING  
 DF5914  ______________________________________________________________________
 DF5914  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DF5914  NAD 83(2007) X  -   -242,245.597 (meters)                     COMP
 DF5914  NAD 83(2007) Y  - -4,438,736.639 (meters)                     COMP
 DF5914  NAD 83(2007) Z  -  4,558,841.981 (meters)                     COMP
 DF5914  LAPLACE CORR    -          2.28  (seconds)                    DEFLEC09
 DF5914  VERT ORDER      -  THIRD
 DF5914  ELLP ORDER      -  FOURTH    CLASS I
 DF5914
 DF5914  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5914  Type                                         Horiz  Ellip  Dist(km)
 DF5914  -------------------------------------------------------------------
 DF5914  NETWORK                                       0.60   0.49
 DF5914  -------------------------------------------------------------------
 DF5914  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.68   0.48      9.49
 DF5914  -------------------------------------------------------------------
 DF5914  NOTE: Click here for information on individual local accuracy
 DF5914  values and other accuracy information.
 DF5914
 DF5914
 DF5914.The horizontal coordinates were established by GPS observations
 DF5914.and adjusted by the National Geodetic Survey in February 2007.
 DF5914
 DF5914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5914.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5914
 DF5914.The horizontal coordinates are valid at the epoch date displayed above
 DF5914.which is a decimal equivalence of Year/Month/Day.
 DF5914
 DF5914.The orthometric height was determined by differential leveling.
 DF5914.The vertical network tie was performed by a horz. field party for horz.
 DF5914.obs reductions. Reset procedures were used to establish the elevation.
 DF5914
 DF5914.Photographs are available for this station.
 DF5914
 DF5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5914
 DF5914.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5914
 DF5914.The ellipsoidal height was determined by GPS observations
 DF5914.and is referenced to NAD 83.
 DF5914
 DF5914. The following values were computed from the NAD 83(2007) position.
 DF5914
 DF5914;                    North         East     Units Scale Factor Converg.
 DF5914;SPC MN C     -   202,267.170   887,363.021   MT  0.99994878   +0 48 52.7
 DF5914;SPC MN C     -   663,604.87  2,911,290.18   sFT  0.99994878   +0 48 52.7
 DF5914;UTM  15      - 5,084,558.323   490,396.171   MT  0.99960113   -0 05 20.2
 DF5914
 DF5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5914!SPC MN C     -   0.99995655  x   0.99994878  =   0.99990533
 DF5914!UTM  15      -   0.99995655  x   0.99960113  =   0.99955770
 DF5914
 DF5914:                Primary Azimuth Mark                     Grid Az
 DF5914:SPC MN C     -  PIG                                      018 49 36.7
 DF5914:UTM  15      -  PIG                                      019 43 49.6
 DF5914
 DF5914|---------------------------------------------------------------------|
 DF5914| PID    Reference Object                     Distance      Geod. Az  |
 DF5914|                                                           dddmmss.s |
 DF5914| DM4954 PIG                                 429.880 METERS 0193829.4 |
 DF5914|---------------------------------------------------------------------|
 DF5914
 DF5914                          SUPERSEDED SURVEY CONTROL
 DF5914
 DF5914  ELLIP H (01/10/11)  277.145  (m)                       GP(       ) 1 1
 DF5914  ELLIP H (02/10/07)  277.066  (m)                       GP(       )    
 DF5914  NAD 83(1996)-  45 54 52.29496(N)    093 07 25.81668(W) AD(       ) 1
 DF5914  ELLIP H (05/27/03)  277.105  (m)                       GP(       ) 3 1
 DF5914  NAVD 88 (10/22/03)  304.9    (m)  UNKNOWN model used   GPS OBS        
 DF5914  NAVD 88 (05/27/03)  304.9    (m)  GEOID99 model used   GPS OBS        
 DF5914
 DF5914.Superseded values are not recommended for survey control.
 DF5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5914.See file dsdata.txt to determine how the superseded data were derived.
 DF5914
 DF5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9039684558(NAD 83)
 DF5914
 DF5914_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5914_STAMPING: NO 13
 DF5914_MARK LOGO: MN-115
 DF5914_PROJECTION: FLUSH
 DF5914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5914+STABILITY: SURFACE MOTION
 DF5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5914+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF5914
 DF5914  HISTORY     - Date     Condition        Report By
 DF5914  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5914  HISTORY     - 20021010 GOOD             MNDT
 DF5914  HISTORY     - 20090528 GOOD             MNDT
 DF5914  HISTORY     - 20100415 GOOD             MNDT
 DF5914  HISTORY     - 20100415 GOOD             MNDT
 DF5914  HISTORY     - 20100415 GOOD             MNDT
 DF5914
 DF5914                          STATION DESCRIPTION
 DF5914
 DF5914'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5914'3.5 MI (5.6 KM) NORTH OF HENRIETTE, 3.5 MI (5.6 KM) NORTH ALONG TH 107
 DF5914'FROM JCT OF CO RD 11, AT TH 107 MP 15.2, 49 FT (14.9 M) WEST OF TH
 DF5914'107, 42 FT (12.8 M) SOUTH OF DRIVEWAY, 2 FT (0.6 M) EAST OF WIT POST.
 DF5914
 DF5914                          STATION RECOVERY (2002)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5914'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS ) 3.5 MI (5.6 KM)
 DF5914'NORTH ALONG TH 107 FROM JCT OF CO RD 11 AT HENRIETTE, AT TH 107 MP
 DF5914'15.2, 49.0 FT (14.9 M) WEST OF TH 107, 42 FT (12.8 M) SOUTH OF
 DF5914'DRIVEWAY, 2 FT (0.6 M) EAST OF WIT POST, FLUSH, MAGNETIC.
 DF5914
 DF5914                          STATION RECOVERY (2009)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 DF5914'RECOVERED AS DESCRIBED.
 DF5914
 DF5914                          STATION RECOVERY (2010)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5914'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5914'THE MARK IS 3.5 MILES NORTH OF HENRIETTE, 3.0 MILES NORTH ALONG TRUNK
 DF5914'HIGHWAY 107 FROM  NORTH JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD
 DF5914'11 AT HENRIETTE, AT TRUNK HIGHWAY 107 MILEPOINT 15.2, 49.0 FEET WEST
 DF5914'OF TRUNK HIGHWAY 107, 42.0 FEET SOUTH OF DRIVEWAY AT 25087, 2.0 FEET
 DF5914'EAST OF WITNESS POST.
 DF5914
 DF5914                          STATION RECOVERY (2010)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5914'RECOVERED AS DESCRIBED.
 DF5914
 DF5914                          STATION RECOVERY (2010)
 DF5914
 DF5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5914'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5914'THE MARK IS 3.5 MILES NORTH OF HENRIETTE, 3.0 MILES NORTH ALONG TRUNK
 DF5914'HIGHWAY 107 FROM NORTH JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD
 DF5914'11 IN HENRIETTE, AT TRUNK HIGHWAY 107 MILEPOINT 15.2, 49.0 FEET WEST
 DF5914'OF TRUNK HIGHWAY 107, 42.0 FEET SOUTH OF DRIVEWAY AT 25087, 2.0 FEET
 DF5914'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1245 ***********************************************************************
 PP1245  DESIGNATION -  13 1
 PP1245  PID         -  PP1245
 PP1245  STATE/COUNTY-  MN/DAKOTA
 PP1245  COUNTRY     -  US
 PP1245  USGS QUAD   -  ST PAUL SW (1993)
 PP1245
 PP1245                         *CURRENT SURVEY CONTROL
 PP1245  ______________________________________________________________________
 PP1245* NAD 83(1986) POSITION- 44 47 13.9    (N) 093 14 52.9    (W)   HD_HELD2  
 PP1245* NAVD 88 ORTHO HEIGHT -   278.036  (meters)     912.19  (feet) ADJUSTED  
 PP1245  ______________________________________________________________________
 PP1245  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PP1245  DYNAMIC HEIGHT  -        278.025 (meters)      912.15  (feet) COMP
 PP1245  MODELED GRAVITY -    980,570.3   (mgal)                       NAVD 88
 PP1245
 PP1245  VERT ORDER      -  SECOND    CLASS 0
 PP1245
 PP1245.The horizontal coordinates were established by autonomous hand held GPS
 PP1245.observations and have an estimated accuracy of +/- 10 meters.
 PP1245.
 PP1245.The orthometric height was determined by differential leveling and
 PP1245.adjusted in June 1991.
 PP1245
 PP1245.Photographs are available for this station.
 PP1245
 PP1245.The dynamic height is computed by dividing the NAVD 88
 PP1245.geopotential number by the normal gravity value computed on the
 PP1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1245.degrees latitude (g = 980.6199 gals.).
 PP1245
 PP1245.The modeled gravity was interpolated from observed gravity values.
 PP1245
 PP1245;                    North         East    Units  Estimated Accuracy
 PP1245;SPC MN S     -   298,853.      859,505.      MT  (+/- 10 meters HH2 GPS)
 PP1245
 PP1245                          SUPERSEDED SURVEY CONTROL
 PP1245
 PP1245  NGVD 29 (??/??/92)  277.970  (m)          911.97   (f) ADJ UNCH    2 0
 PP1245
 PP1245.Superseded values are not recommended for survey control.
 PP1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1245.See file dsdata.txt to determine how the superseded data were derived.
 PP1245
 PP1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8037959340(NAD 83)
 PP1245
 PP1245_MARKER: X = CHISELED CROSS
 PP1245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1245_SP_SET: CONCRETE FOOTING
 PP1245_STAMPING: UNSTAMPED
 PP1245_MARK LOGO: MNDT  
 PP1245_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1245+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2008
 PP1245
 PP1245  HISTORY     - Date     Condition        Report By
 PP1245  HISTORY     - 1971     MONUMENTED       MNDT
 PP1245  HISTORY     - 1971     GOOD             MNDT
 PP1245  HISTORY     - 20070619 GOOD             MNDT
 PP1245  HISTORY     - 20080414 GOOD             MNDT
 PP1245
 PP1245                          STATION DESCRIPTION
 PP1245
 PP1245'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1245'IN BURNSVILLE.
 PP1245'MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 13 FROM THE JUNCTION OF T.H.
 PP1245'13 AND FAI 35-W IN BURNSVILLE, 60 FEET SOUTH OF AND ABOUT LEVEL WITH,
 PP1245'T.H. 13 CENTERLINE, 28 FEET EAST OF THE COUNTY ROAD 11 CENTERLINE, ON
 PP1245'THE  CENTER ONE OF 3 BOLTS AT THE NORTHEAST CORNER OF A HIGH TENSION
 PP1245'POLE (BLUE) CONCRETE BASE.  NW1/4 SECTION 36, T 27N, R 24W.
 PP1245
 PP1245                          STATION RECOVERY (2007)
 PP1245
 PP1245'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1245'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF INVER
 PP1245'GROVE HEIGHTS, 10.0 MI (16.1 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.4
 PP1245'MI (7.1 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP1245' 
 PP1245'TO REACH TO THE MARK IN BURNSVILLE, GO 2.2 MI (3.5 KM) EAST ALONG
 PP1245'TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE
 PP1245'HIGHWAY 35-W IN BURNSVILLE, 60 FT (18.3 M) SOUTH OF TRUNK HIGHWAY 13,
 PP1245'28 FT (8.5 M) EAST OF COUNTY ROAD 11, ON CENTER ONE OF 3 BOLTS AT THE
 PP1245'NORTHEAST CORNER OF A HIGH TENSION POLE (GREY) CONCRETE BASE.
 PP1245
 PP1245                          STATION RECOVERY (2008)
 PP1245
 PP1245'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP1245'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF INVER
 PP1245'GROVE HEIGHTS, 10.0 MI (16.1 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.4
 PP1245'MI (7.1 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP1245' 
 PP1245'TO REACH TO THE MARK IN BURNSVILLE, GO 2.2 MI (3.5 KM) EAST ALONG
 PP1245'TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND INTERSTATE
 PP1245'HIGHWAY 35-W IN BURNSVILLE, 60 FT (18.3 M) SOUTH OF TRUNK HIGHWAY 13,
 PP1245'28 FT (8.5 M) EAST OF COUNTY ROAD 11, ON CENTER ONE OF 3 BOLTS AT THE
 PP1245'NORTHEAST CORNER OF A HIGH TENSION POLE (GREY) CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1247 ***********************************************************************
 PP1247  DESIGNATION -  13 2
 PP1247  PID         -  PP1247
 PP1247  STATE/COUNTY-  MN/DAKOTA
 PP1247  COUNTRY     -  US
 PP1247  USGS QUAD   -  ST PAUL SW (1993)
 PP1247
 PP1247                         *CURRENT SURVEY CONTROL
 PP1247  ______________________________________________________________________
 PP1247* NAD 83(1986) POSITION- 44 47 56.67   (N) 093 14 06.28   (W)   HD_HELD1  
 PP1247* NAVD 88 ORTHO HEIGHT -   274.601  (meters)     900.92  (feet) ADJUSTED  
 PP1247  ______________________________________________________________________
 PP1247  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PP1247  DYNAMIC HEIGHT  -        274.590 (meters)      900.88  (feet) COMP
 PP1247  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 PP1247
 PP1247  VERT ORDER      -  SECOND    CLASS 0
 PP1247
 PP1247.The horizontal coordinates were established by differentially corrected
 PP1247.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1247.
 PP1247.The orthometric height was determined by differential leveling and
 PP1247.adjusted in June 1991.
 PP1247
 PP1247.Photographs are available for this station.
 PP1247
 PP1247.The dynamic height is computed by dividing the NAVD 88
 PP1247.geopotential number by the normal gravity value computed on the
 PP1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1247.degrees latitude (g = 980.6199 gals.).
 PP1247
 PP1247.The modeled gravity was interpolated from observed gravity values.
 PP1247
 PP1247;                    North         East    Units  Estimated Accuracy
 PP1247;SPC MN S     -   300,182.4     860,517.3     MT  (+/- 3 meters HH1 GPS) 
 PP1247
 PP1247                          SUPERSEDED SURVEY CONTROL
 PP1247
 PP1247  NGVD 29 (??/??/92)  274.538  (m)          900.71   (f) ADJ UNCH    2 0
 PP1247
 PP1247.Superseded values are not recommended for survey control.
 PP1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1247.See file dsdata.txt to determine how the superseded data were derived.
 PP1247
 PP1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8140760657(NAD 83)
 PP1247
 PP1247_MARKER: Z = SEE DESCRIPTION
 PP1247_SETTING: 0 = UNSPECIFIED SETTING
 PP1247_SP_SET: FIRE HYDRANT
 PP1247_STAMPING: UNSTAMPED
 PP1247_MARK LOGO: MNDT  
 PP1247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1247+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP1247
 PP1247  HISTORY     - Date     Condition        Report By
 PP1247  HISTORY     - 1971     MONUMENTED       MNDT
 PP1247  HISTORY     - 1971     GOOD             MNDT
 PP1247  HISTORY     - 20040915 GOOD             USPSQD
 PP1247  HISTORY     - 20070619 GOOD             MNDT
 PP1247
 PP1247                          STATION DESCRIPTION
 PP1247
 PP1247'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1247'IN BURNSVILLE.
 PP1247'MARK IS LOCATED 3.1 MILES EAST AND NORTHEAST ALONG T.H. 13 FROM THE
 PP1247'JUNCTION OF T.H. 13 AND FAI 35-W IN BURNSVILLE, 1.0 MILES NORTHEAST OF
 PP1247'COUNTY ROAD 11, 1.15 MILES SOUTHWEST ALONG T.H. 13 FROM THE JUNCTION
 PP1247'OF T.H. 30 AND T.H. 36 (CEDAR AVENUE) IN EAGAN TOWNSHIP, 165 FEET
 PP1247'NORTHWEST OF T.H. 13 CENTERLINE, 15 FEET EAST OF, AND 3 FEET HIGHER
 PP1247'THAN GAULTIER DRIVE CENTERLINE, 15 FEET NORTH OF THE STONE GATES TO
 PP1247'RIVER HILLS ESTATES, ON THE TOP NUT (VALVE) OF A FIRE HYDRANT. NE1/4
 PP1247'SECTION 25, T 27N, R 24W.
 PP1247
 PP1247                          STATION RECOVERY (2004)
 PP1247
 PP1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1247'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1247
 PP1247                          STATION RECOVERY (2007)
 PP1247
 PP1247'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1247'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) EAST-NORTHEAST OF PRIOR
 PP1247'LAKE, 10.1 MI (16.3 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.2
 PP1247'MI (6.8 KM) SOUTHEAST OF BLOOMINGTON.
 PP1247' 
 PP1247'TO REACH TO THE MARK IN BURNSVILLE, GO 3.1 MI (5.0 KM) EAST AND
 PP1247'NORTHEAST ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 PP1247'AND INTERSTATE HIGHWAY 35-W IN BURNSVILLE, 1.0 MILES EAST OF COUNTY
 PP1247'ROAD 11, 1.15 MI (1.9 KM) SOUTHWEST ALONG TRUNK HIGHWAY 13 FROM THE
 PP1247'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 36 (CEDAR AVENUE) IN
 PP1247'EAGAN TOWNSHIP, 165 FT (50.3 M) NORTHWEST OF TRUNK HIGHWAY 13, 15 FT
 PP1247'(4.6 M) EAST OF GALTIER DRIVE, 15 FT (4.6 M) NORTH OF THE BRICK GATES
 PP1247'TO RIVER HILLS ESTATES, ON TOP NUT (VALVE) OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1689 ***********************************************************************
 QP1689  DESIGNATION -  13 2
 QP1689  PID         -  QP1689
 QP1689  STATE/COUNTY-  MN/KANDIYOHI
 QP1689  COUNTRY     -  US
 QP1689  USGS QUAD   -  WILLMAR (1994)
 QP1689
 QP1689                         *CURRENT SURVEY CONTROL
 QP1689  ______________________________________________________________________
 QP1689* NAD 83(1986) POSITION- 45 06 38.0    (N) 095 00 05.0    (W)   HD_HELD2  
 QP1689* NAVD 88 ORTHO HEIGHT -   354.699  (meters)    1163.71  (feet) ADJUSTED  
 QP1689  ______________________________________________________________________
 QP1689  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1689  DYNAMIC HEIGHT  -        354.672 (meters)     1163.62  (feet) COMP
 QP1689  MODELED GRAVITY -    980,530.3   (mgal)                       NAVD 88
 QP1689
 QP1689  VERT ORDER      -  SECOND    CLASS II
 QP1689
 QP1689.The horizontal coordinates were established by autonomous hand held GPS
 QP1689.observations and have an estimated accuracy of +/- 10 meters.
 QP1689.
 QP1689.The orthometric height was determined by differential leveling and
 QP1689.adjusted in June 1991.
 QP1689
 QP1689.Photographs are available for this station.
 QP1689
 QP1689.The dynamic height is computed by dividing the NAVD 88
 QP1689.geopotential number by the normal gravity value computed on the
 QP1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1689.degrees latitude (g = 980.6199 gals.).
 QP1689
 QP1689.The modeled gravity was interpolated from observed gravity values.
 QP1689
 QP1689;                    North         East    Units  Estimated Accuracy
 QP1689;SPC MN S     -   334,995.      721,199.      MT  (+/- 10 meters HH2 GPS)
 QP1689
 QP1689                          SUPERSEDED SURVEY CONTROL
 QP1689
 QP1689.No superseded survey control is available for this station.
 QP1689
 QP1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4256397180(NAD 83)
 QP1689
 QP1689_MARKER: DB = BENCH MARK DISK
 QP1689_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1689_SP_SET: CONCRETE POST
 QP1689_STAMPING: 13-2 1973
 QP1689_MARK LOGO: MNDT  
 QP1689_PROJECTION: RECESSED 5 CENTIMETERS
 QP1689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1689+STABILITY: SURFACE MOTION
 QP1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1689+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 QP1689
 QP1689  HISTORY     - Date     Condition        Report By
 QP1689  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1689  HISTORY     - 20080925 GOOD             MNDT
 QP1689
 QP1689                          STATION DESCRIPTION
 QP1689
 QP1689'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1689'IN WILLMAR.
 QP1689'THE MARK IS LOCATED 2 MILES EAST ALONG WILLMAR AVENUE SOUTHEAST FROM
 QP1689'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR OR 1 MILE SOUTH ALONG
 QP1689'30TH STREET SOUTHEAST FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AND IS
 QP1689'NEAR THE SOUTHEAST CORNER OF SECTION 13, T119N, R35W.  THE MARK IS
 QP1689'62.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE 2-STORY FRAME
 QP1689'HOUSE, 61.3 FEET EAST OF THE EAST END OF A 12 INCH CONCRETE CULVERT
 QP1689'UNDER A DRIVEWAY TO THE NORTH, 53 FEET WEST OF THE CENTER OF 30TH
 QP1689'STREET SOUTHEAST, 46 FEET NORTH OF THE CENTERLINE OF WILLMAR AVENUE
 QP1689'SOUTHEAST, 18.6 FEET WEST-NORTHWEST OF BURIED CABLE PEDESTAL NUMBER
 QP1689'1645 AND 0.7 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1689'STANDARD MNHD BENCH MARK DISK STAMPED---13-2 1981---, IS SET IN THE
 QP1689'TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 QP1689
 QP1689                          STATION RECOVERY (2008)
 QP1689
 QP1689'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1689'THE MARK IS 1.76 MI (2.8 KM) SOUTHEAST OF WILLMAR, IN WILLMAR.
 QP1689' 
 QP1689'TO REACH THE MARK GO 1.0 MI (1.6 KM) SOUTH OF THE JUNCTION OF 30TH
 QP1689'STREET SOUTHEAST AND TRUNK HIGHWAY 12, 0.5 MI (0.8 KM) EAST ALONG
 QP1689'COUNTY ROAD 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 QP1689'23.
 QP1689' 
 QP1689'IT IS 53 FT (16.2 M) WEST OF COUNTY ROAD 9, 46 FT (14.0 M) NORTH OF
 QP1689'COUNTY ROAD 23, 18.6 FT (5.7 M) WEST-NORTHWEST OF CABLE PEDESTAL, 62.4
 QP1689'FT (19.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1477 ***********************************************************************
 PQ1477  DESIGNATION -  13 26
 PQ1477  PID         -  PQ1477
 PQ1477  STATE/COUNTY-  MN/MEEKER
 PQ1477  COUNTRY     -  US
 PQ1477  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1477
 PQ1477                         *CURRENT SURVEY CONTROL
 PQ1477  ______________________________________________________________________
 PQ1477* NAD 83(1986) POSITION- 44 59 41.     (N) 094 31 29.     (W)   SCALED    
 PQ1477* NAVD 88 ORTHO HEIGHT -   337.376  (meters)    1106.87  (feet) ADJUSTED  
 PQ1477  ______________________________________________________________________
 PQ1477  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PQ1477  DYNAMIC HEIGHT  -        337.352 (meters)     1106.80  (feet) COMP
 PQ1477  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 PQ1477
 PQ1477  VERT ORDER      -  SECOND    CLASS I
 PQ1477
 PQ1477.The horizontal coordinates were scaled from a topographic map and have
 PQ1477.an estimated accuracy of +/- 6 seconds.
 PQ1477.
 PQ1477.The orthometric height was determined by differential leveling and
 PQ1477.adjusted in June 1995.
 PQ1477
 PQ1477.The dynamic height is computed by dividing the NAVD 88
 PQ1477.geopotential number by the normal gravity value computed on the
 PQ1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1477.degrees latitude (g = 980.6199 gals.).
 PQ1477
 PQ1477.The modeled gravity was interpolated from observed gravity values.
 PQ1477
 PQ1477;                    North         East    Units  Estimated Accuracy
 PQ1477;SPC MN S     -   321,770.      758,630.      MT  (+/- 180 meters Scaled)
 PQ1477
 PQ1477                          SUPERSEDED SURVEY CONTROL
 PQ1477
 PQ1477.No superseded survey control is available for this station.
 PQ1477
 PQ1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK798834(NAD 83)
 PQ1477
 PQ1477_MARKER: DB = BENCH MARK DISK
 PQ1477_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1477_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1477_STAMPING: 13-26 1978
 PQ1477_MARK LOGO: MNDT  
 PQ1477_PROJECTION: FLUSH
 PQ1477_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1477+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2004
 PQ1477
 PQ1477  HISTORY     - Date     Condition        Report By
 PQ1477  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1477  HISTORY     - 20040114 GOOD             MNDT
 PQ1477
 PQ1477                          STATION DESCRIPTION
 PQ1477
 PQ1477'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1477'THE MARK IS LOCATED 3.5 MILES (5.6 KM) NORTH ALONG TOWNSHIP ROAD 92
 PQ1477'FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 AT CEDAR MILLS OR 1.1 MILES
 PQ1477'(1.8 KM) WEST ALONG COUNTY ROAD 18 FROM ITS JUNCTION WITH TRUNK
 PQ1477'HIGHWAY 22 JUST SOUTH OF GREENFIELD, IN THE SE 1/4 OF SECTION 26,
 PQ1477'T118N, R31W.  THE MARK IS 515 FEET (157.0 M) WEST OF THE CENTERLINE
 PQ1477'OF TOWNSHIP ROAD 92 EXTENDED, 58 FEET (17.7 M) NORTH OF THE CENTER OF
 PQ1477'COUNTY ROAD 18, 3.8 FEET (1.2 M) SOUTHEAST OF A POWER POLE, AND 1.2
 PQ1477'FEET (0.4 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1477'MNDT BENCH MARK DISK STAMPED---13-26 1978---, IS SET IN THE TOP OF A
 PQ1477'MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT LEVEL WITH COUNTY ROAD
 PQ1477'18 AND FLUSH WITH THE SURFACE OF THE GROUND.
 PQ1477
 PQ1477                          STATION RECOVERY (2004)
 PQ1477
 PQ1477'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DNR)
 PQ1477'3.5 MILES NORTH OF CEDAR MILLS, 1.1 MILES WEST OF JUNCTION OF COUNTY
 PQ1477'ROAD 18 AND TRUNK HIGHWAY 22, 58 FEET NORTH OF COUNTY ROAD 18, 515
 PQ1477'FEET WEST OF TOWNSHIP ROAD EXTENDED, 3.8 FEET SOUTHEAST OF POWER POLE,
 PQ1477'1.2 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1690 ***********************************************************************
 QP1690  DESIGNATION -  13 3
 QP1690  PID         -  QP1690
 QP1690  STATE/COUNTY-  MN/KANDIYOHI
 QP1690  COUNTRY     -  US
 QP1690  USGS QUAD   -  WILLMAR (1994)
 QP1690
 QP1690                         *CURRENT SURVEY CONTROL
 QP1690  ______________________________________________________________________
 QP1690* NAD 83(1986) POSITION- 45 07 03.0    (N) 095 00 06.0    (W)   HD_HELD2  
 QP1690* NAVD 88 ORTHO HEIGHT -   353.454  (meters)    1159.62  (feet) ADJUSTED  
 QP1690  ______________________________________________________________________
 QP1690  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1690  DYNAMIC HEIGHT  -        353.427 (meters)     1159.54  (feet) COMP
 QP1690  MODELED GRAVITY -    980,530.3   (mgal)                       NAVD 88
 QP1690
 QP1690  VERT ORDER      -  SECOND    CLASS II
 QP1690
 QP1690.The horizontal coordinates were established by autonomous hand held GPS
 QP1690.observations and have an estimated accuracy of +/- 10 meters.
 QP1690.
 QP1690.The orthometric height was determined by differential leveling and
 QP1690.adjusted in June 1991.
 QP1690
 QP1690.Photographs are available for this station.
 QP1690
 QP1690.The dynamic height is computed by dividing the NAVD 88
 QP1690.geopotential number by the normal gravity value computed on the
 QP1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1690.degrees latitude (g = 980.6199 gals.).
 QP1690
 QP1690.The modeled gravity was interpolated from observed gravity values.
 QP1690
 QP1690;                    North         East    Units  Estimated Accuracy
 QP1690;SPC MN S     -   335,767.      721,187.      MT  (+/- 10 meters HH2 GPS)
 QP1690
 QP1690                          SUPERSEDED SURVEY CONTROL
 QP1690
 QP1690.No superseded survey control is available for this station.
 QP1690
 QP1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4256097952(NAD 83)
 QP1690
 QP1690_MARKER: DB = BENCH MARK DISK
 QP1690_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1690_SP_SET: CONCRETE POST
 QP1690_STAMPING: 13-3 1973
 QP1690_MARK LOGO: MNDT  
 QP1690_PROJECTION: RECESSED 20 CENTIMETERS
 QP1690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1690+STABILITY: SURFACE MOTION
 QP1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1690+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 QP1690
 QP1690  HISTORY     - Date     Condition        Report By
 QP1690  HISTORY     - 1981     MONUMENTED       MNDT
 QP1690  HISTORY     - 20080925 GOOD             MNDT
 QP1690
 QP1690                          STATION DESCRIPTION
 QP1690
 QP1690'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1690'IN WILLMAR.
 QP1690'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG 30TH STREET SOUTHEAST FROM
 QP1690'ITS JUNCTION WITH TRUNK HIGHWAY 12 IN WILLMAR AND IS NEAR THE EAST
 QP1690'1/4 CORNER OF SECTION 13, T119N, R35W.  THE MARK IS 280 FEET SOUTH OF
 QP1690'A FARM DRIVE TO THE EAST, 48.5 FEET WEST OF AND 4 FEET LOWER THAN THE
 QP1690'CENTER OF 30TH STREET SOUTHEAST, 10.1 FEET NORTH OF A POWER POLE AND
 QP1690'0.9 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 QP1690'BENCH MARK DISK STAMPED---13-3 1981---, IS SET IN THE TOP OF A
 QP1690'MAGNETIC CONCRETE POST THAT IS BURIED 4 INCHES BELOW GROUND LEVEL.
 QP1690
 QP1690                          STATION RECOVERY (2008)
 QP1690
 QP1690'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1690'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2174 ***********************************************************************
 QO2174  DESIGNATION -  13 ADP
 QO2174  PID         -  QO2174
 QO2174  STATE/COUNTY-  MN/KANABEC
 QO2174  COUNTRY     -  US
 QO2174  USGS QUAD   -  GRASSTON (1983)
 QO2174
 QO2174                         *CURRENT SURVEY CONTROL
 QO2174  ______________________________________________________________________
 QO2174* NAD 83(1986) POSITION- 45 47 18.     (N) 093 11 10.     (W)   SCALED    
 QO2174* NAVD 88 ORTHO HEIGHT -   289.159  (meters)     948.68  (feet) ADJUSTED  
 QO2174  ______________________________________________________________________
 QO2174  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO2174  DYNAMIC HEIGHT  -        289.151 (meters)      948.66  (feet) COMP
 QO2174  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 QO2174
 QO2174  VERT ORDER      -  SECOND    CLASS I
 QO2174
 QO2174.The horizontal coordinates were scaled from a topographic map and have
 QO2174.an estimated accuracy of +/- 6 seconds.
 QO2174.
 QO2174.The orthometric height was determined by differential leveling and
 QO2174.adjusted in June 1991.
 QO2174
 QO2174.The dynamic height is computed by dividing the NAVD 88
 QO2174.geopotential number by the normal gravity value computed on the
 QO2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2174.degrees latitude (g = 980.6199 gals.).
 QO2174
 QO2174.The modeled gravity was interpolated from observed gravity values.
 QO2174
 QO2174;                    North         East    Units  Estimated Accuracy
 QO2174;SPC MN C     -   188,180.      882,720.      MT  (+/- 180 meters Scaled)
 QO2174
 QO2174                          SUPERSEDED SURVEY CONTROL
 QO2174
 QO2174.No superseded survey control is available for this station.
 QO2174
 QO2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL855705(NAD 83)
 QO2174
 QO2174_MARKER: DB = BENCH MARK DISK
 QO2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2174_SP_SET: CONCRETE MONUMENT
 QO2174_STAMPING: 13 ADP 1954
 QO2174_MARK LOGO: USGS  
 QO2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2174+STABILITY: SURFACE MOTION
 QO2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2174+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2007
 QO2174
 QO2174  HISTORY     - Date     Condition        Report By
 QO2174  HISTORY     - 1954     MONUMENTED       USGS
 QO2174  HISTORY     - 1984     GOOD             MNDT
 QO2174  HISTORY     - 20070720 GOOD             INDIV
 QO2174
 QO2174                          STATION DESCRIPTION
 QO2174
 QO2174'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2174'6.5 MI ESE FROM MORA.
 QO2174'THE MARK IS LOCATED ABOUT 6-1/2 MILES EAST-SOUTHEAST OF THE TOWN OF
 QO2174'MORA OR 0.8 MILE WEST OF THE TOWN OF GRASSTON, IN THE SE 1/4 OF
 QO2174'SECTION 10, T38N, R23W, 5.45 MILES EAST ALONG TRUNK HIGHWAY 70 FROM
 QO2174'ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 6 MILES SOUTH OF MORA, 29.5
 QO2174'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 70 AT MILEPOINT 5.45,
 QO2174'ABOUT 425 FEET WEST OF A T-ROAD LEADING SOUTH, 58 FEET WEST-SOUTHWEST
 QO2174'OF A POWER POLE, AND 0.4 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 QO2174'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---13 ADP 1954---, IS
 QO2174'SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT ABOVE
 QO2174'THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 70.
 QO2174
 QO2174                          STATION RECOVERY (2007)
 QO2174
 QO2174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 QO2174'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6122 ***********************************************************************
 DH6122  DESIGNATION -  13 CDL
 DH6122  PID         -  DH6122
 DH6122  STATE/COUNTY-  MN/MAHNOMEN
 DH6122  COUNTRY     -  US
 DH6122  USGS QUAD   -  NORTH TWIN LAKE (1981)
 DH6122
 DH6122                         *CURRENT SURVEY CONTROL
 DH6122  ______________________________________________________________________
 DH6122* NAD 83(1986) POSITION- 47 15 06.     (N) 095 44 32.     (W)   SCALED    
 DH6122* NAVD 88 ORTHO HEIGHT -   449.661  (meters)    1475.26  (feet) ADJUSTED  
 DH6122  ______________________________________________________________________
 DH6122  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DH6122  DYNAMIC HEIGHT  -        449.694 (meters)     1475.37  (feet) COMP
 DH6122  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 DH6122
 DH6122  VERT ORDER      -  THIRD
 DH6122
 DH6122.The horizontal coordinates were scaled from a topographic map and have
 DH6122.an estimated accuracy of +/- 6 seconds.
 DH6122.
 DH6122.The orthometric height was determined by differential leveling and
 DH6122.adjusted in May 2009.
 DH6122
 DH6122.The dynamic height is computed by dividing the NAVD 88
 DH6122.geopotential number by the normal gravity value computed on the
 DH6122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6122.degrees latitude (g = 980.6199 gals.).
 DH6122
 DH6122.The modeled gravity was interpolated from observed gravity values.
 DH6122
 DH6122;                    North         East    Units  Estimated Accuracy
 DH6122;SPC MN N     -   186,980.      600,040.      MT  (+/- 180 meters Scaled)
 DH6122
 DH6122                          SUPERSEDED SURVEY CONTROL
 DH6122
 DH6122.No superseded survey control is available for this station.
 DH6122
 DH6122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN925367(NAD 83)
 DH6122
 DH6122_MARKER: DB = BENCH MARK DISK
 DH6122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6122_STAMPING: 13 CDL 1967
 DH6122_MARK LOGO: USGS  
 DH6122_PROJECTION: FLUSH
 DH6122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6122_ROD/PIPE-DEPTH:  3.0 meters
 DH6122
 DH6122  HISTORY     - Date     Condition        Report By
 DH6122  HISTORY     - 1967     MONUMENTED       USGS
 DH6122  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6122
 DH6122                          STATION DESCRIPTION
 DH6122
 DH6122'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6122'MAHNOMEN, 4.4 MI. SOUTH AND 10.4 MI. EAST OF, T. 144 N., R. 40 W.,
 DH6122'NEAR THE CORNER OF SECTIONS 27, 28 33 AND 34, 48 FT. NORTH, 33 FT.
 DH6122'EAST OF AND 7.1 FT. HIGHER THAN CENTER OF RD. AT T-RD. NORTH, 2.3 FT.
 DH6122'EAST OF A VENCE LINE, 2.9 FT (0.9 M) SW OF A POWER POLE, 1.3 FT. SOUTH
 DH6122'OF A WITNESS POST, ON TOP OF A COPPER COATED STEEL ROD, DRIVEN 10 FT.
 DH6122'INTO THE GROUND, A STANDARD TABLET SET FLUSH WITH THE GROUND AND
 DH6122'SURROUNDED BY A 6 INCH TILE, STAMPED 13 CDL 1967.
 DH6122
 DH6122                          STATION RECOVERY (2006)
 DH6122
 DH6122'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6122'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0689 ***********************************************************************
 SK0689  DESIGNATION -  13 CER
 SK0689  PID         -  SK0689
 SK0689  STATE/COUNTY-  MN/CLEARWATER
 SK0689  COUNTRY     -  US
 SK0689  USGS QUAD   -  CLEARBROOK (1969)
 SK0689
 SK0689                         *CURRENT SURVEY CONTROL
 SK0689  ______________________________________________________________________
 SK0689* NAD 83(1986) POSITION- 47 41 17.     (N) 095 23 16.     (W)   SCALED    
 SK0689* NAVD 88 ORTHO HEIGHT -   415.289  (meters)    1362.49  (feet) ADJUSTED  
 SK0689  ______________________________________________________________________
 SK0689  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 SK0689  DYNAMIC HEIGHT  -        415.346 (meters)     1362.68  (feet) COMP
 SK0689  MODELED GRAVITY -    980,736.3   (mgal)                       NAVD 88
 SK0689
 SK0689  VERT ORDER      -  SECOND    CLASS 0
 SK0689
 SK0689.The horizontal coordinates were scaled from a topographic map and have
 SK0689.an estimated accuracy of +/- 6 seconds.
 SK0689.
 SK0689.The orthometric height was determined by differential leveling and
 SK0689.adjusted in June 1991.
 SK0689
 SK0689.The dynamic height is computed by dividing the NAVD 88
 SK0689.geopotential number by the normal gravity value computed on the
 SK0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0689.degrees latitude (g = 980.6199 gals.).
 SK0689
 SK0689.The modeled gravity was interpolated from observed gravity values.
 SK0689
 SK0689;                    North         East    Units  Estimated Accuracy
 SK0689;SPC MN N     -   234,620.      628,290.      MT  (+/- 180 meters Scaled)
 SK0689
 SK0689                          SUPERSEDED SURVEY CONTROL
 SK0689
 SK0689.No superseded survey control is available for this station.
 SK0689
 SK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN208843(NAD 83)
 SK0689
 SK0689_MARKER: DB = BENCH MARK DISK
 SK0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0689_SP_SET: COPPER-CLAD STEEL ROD
 SK0689_STAMPING: 13 CER 1967
 SK0689_MARK LOGO: USGS  
 SK0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0689
 SK0689  HISTORY     - Date     Condition        Report By
 SK0689  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0689
 SK0689                          STATION DESCRIPTION
 SK0689
 SK0689'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0689'3.2 KM (2.00 MI) ESE FROM CLEARWATER.
 SK0689'LEONARD, CLEARWATER CO., 2.4 MI NORTH AND 5.25 MI WEST OF, CLEARBROOK,
 SK0689'0.5 MI SOUTH AND 2.0 MI EAST OF, T. 149 N., R. 37 W., NEAR CORNER OF
 SK0689'SECTIONS 27, 28, 33 AND 34, 102 FT NORTH AND 48 FT WEST OF A T-RD.
 SK0689'NORTH AND 5.6 FT LOWER THAN, 58 FT NW. OF ROAD AT RAILROAD CROSSING
 SK0689'AND 5 FT NE. OF A POWER POLE, ON TOP OF A COPPER-CLAD STEEL ROD
 SK0689'DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET STAMPED 13 CER 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0690 ***********************************************************************
 SK0690  DESIGNATION -  13 CER A TBM
 SK0690  PID         -  SK0690
 SK0690  STATE/COUNTY-  MN/CLEARWATER
 SK0690  COUNTRY     -  US
 SK0690  USGS QUAD   -  CLEARBROOK (1969)
 SK0690
 SK0690                         *CURRENT SURVEY CONTROL
 SK0690  ______________________________________________________________________
 SK0690* NAD 83(1986) POSITION- 47 41 18.     (N) 095 24 32.     (W)   SCALED    
 SK0690* NAVD 88 ORTHO HEIGHT -   411.041  (meters)    1348.56  (feet) ADJUSTED  
 SK0690  ______________________________________________________________________
 SK0690  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 SK0690  DYNAMIC HEIGHT  -        411.097 (meters)     1348.74  (feet) COMP
 SK0690  MODELED GRAVITY -    980,736.4   (mgal)                       NAVD 88
 SK0690
 SK0690  VERT ORDER      -  SECOND    CLASS 0
 SK0690
 SK0690.The horizontal coordinates were scaled from a topographic map and have
 SK0690.an estimated accuracy of +/- 6 seconds.
 SK0690.
 SK0690.The orthometric height was determined by differential leveling and
 SK0690.adjusted in June 1991.
 SK0690
 SK0690.The dynamic height is computed by dividing the NAVD 88
 SK0690.geopotential number by the normal gravity value computed on the
 SK0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0690.degrees latitude (g = 980.6199 gals.).
 SK0690
 SK0690.The modeled gravity was interpolated from observed gravity values.
 SK0690
 SK0690;                    North         East    Units  Estimated Accuracy
 SK0690;SPC MN N     -   234,700.      626,710.      MT  (+/- 180 meters Scaled)
 SK0690
 SK0690                          SUPERSEDED SURVEY CONTROL
 SK0690
 SK0690.No superseded survey control is available for this station.
 SK0690
 SK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN192844(NAD 83)
 SK0690
 SK0690_MARKER: Z = SEE DESCRIPTION
 SK0690_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0690_SP_SET: IN METAL CULVERT
 SK0690_STAMPING: 13 CER A TBM
 SK0690_MARK LOGO: NONE  
 SK0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0690
 SK0690  HISTORY     - Date     Condition        Report By
 SK0690  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0690
 SK0690                          STATION DESCRIPTION
 SK0690
 SK0690'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0690'1.8 KM (1.10 MI) ESE FROM CLEARWATER.
 SK0690'TBM 13 A, 1.0 MI WEST OF TABLET, 40 FT NORTH, 18 FT EAST OF THE
 SK0690'CROSSROADS, AND 2.5 FT LOWER THAN, ON THE EAST END OF A 16 IN.
 SK0690'CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0688 ***********************************************************************
 SK0688  DESIGNATION -  13 CER RM
 SK0688  PID         -  SK0688
 SK0688  STATE/COUNTY-  MN/CLEARWATER
 SK0688  COUNTRY     -  US
 SK0688  USGS QUAD   -  CLEARBROOK (1969)
 SK0688
 SK0688                         *CURRENT SURVEY CONTROL
 SK0688  ______________________________________________________________________
 SK0688* NAD 83(1986) POSITION- 47 41 16.     (N) 095 23 15.     (W)   SCALED    
 SK0688* NAVD 88 ORTHO HEIGHT -   415.361  (meters)    1362.73  (feet) ADJUSTED  
 SK0688  ______________________________________________________________________
 SK0688  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 SK0688  DYNAMIC HEIGHT  -        415.418 (meters)     1362.92  (feet) COMP
 SK0688  MODELED GRAVITY -    980,736.2   (mgal)                       NAVD 88
 SK0688
 SK0688  VERT ORDER      -  SECOND    CLASS 0
 SK0688
 SK0688.The horizontal coordinates were scaled from a topographic map and have
 SK0688.an estimated accuracy of +/- 6 seconds.
 SK0688.
 SK0688.The orthometric height was determined by differential leveling and
 SK0688.adjusted in June 1991.
 SK0688
 SK0688.The dynamic height is computed by dividing the NAVD 88
 SK0688.geopotential number by the normal gravity value computed on the
 SK0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0688.degrees latitude (g = 980.6199 gals.).
 SK0688
 SK0688.The modeled gravity was interpolated from observed gravity values.
 SK0688
 SK0688;                    North         East    Units  Estimated Accuracy
 SK0688;SPC MN N     -   234,590.      628,310.      MT  (+/- 180 meters Scaled)
 SK0688
 SK0688                          SUPERSEDED SURVEY CONTROL
 SK0688
 SK0688.No superseded survey control is available for this station.
 SK0688
 SK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN208843(NAD 83)
 SK0688
 SK0688_MARKER: Z = SEE DESCRIPTION
 SK0688_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0688_SP_SET: IN METAL CULVERT
 SK0688_STAMPING: 13 CER RM
 SK0688_MARK LOGO: NONE  
 SK0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0688
 SK0688  HISTORY     - Date     Condition        Report By
 SK0688  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0688
 SK0688                          STATION DESCRIPTION
 SK0688
 SK0688'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0688'3.2 KM (2.00 MI) ESE FROM CLEARWATER.
 SK0688'REFERENCE MARK, 43 FT SW. OF TABLET, 60 FT NORTH AND 51 FT WEST OF A
 SK0688'T-RD. NORTH 12 FT SW. OF A RAILROAD TRACKS, ON SOUTH END OF A 16 IN.
 SK0688'CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0640 ***********************************************************************
 SK0640  DESIGNATION -  13 CLC
 SK0640  PID         -  SK0640
 SK0640  STATE/COUNTY-  MN/POLK
 SK0640  COUNTRY     -  US
 SK0640  USGS QUAD   -  MC INTOSH (1982)
 SK0640
 SK0640                         *CURRENT SURVEY CONTROL
 SK0640  ______________________________________________________________________
 SK0640* NAD 83(1986) POSITION- 47 40 21.     (N) 095 53 07.     (W)   SCALED    
 SK0640* NAVD 88 ORTHO HEIGHT -   371.983  (meters)    1220.41  (feet) ADJUSTED  
 SK0640  ______________________________________________________________________
 SK0640  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 SK0640  DYNAMIC HEIGHT  -        372.031 (meters)     1220.57  (feet) COMP
 SK0640  MODELED GRAVITY -    980,731.9   (mgal)                       NAVD 88
 SK0640
 SK0640  VERT ORDER      -  THIRD
 SK0640
 SK0640.The horizontal coordinates were scaled from a topographic map and have
 SK0640.an estimated accuracy of +/- 6 seconds.
 SK0640.
 SK0640.The orthometric height was determined by differential leveling and
 SK0640.adjusted in June 1991.
 SK0640
 SK0640.Photographs are available for this station.
 SK0640
 SK0640.The dynamic height is computed by dividing the NAVD 88
 SK0640.geopotential number by the normal gravity value computed on the
 SK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0640.degrees latitude (g = 980.6199 gals.).
 SK0640
 SK0640.The modeled gravity was interpolated from observed gravity values.
 SK0640
 SK0640;                    North         East    Units  Estimated Accuracy
 SK0640;SPC MN N     -   234,120.      590,900.      MT  (+/- 180 meters Scaled)
 SK0640
 SK0640                          SUPERSEDED SURVEY CONTROL
 SK0640
 SK0640.No superseded survey control is available for this station.
 SK0640
 SK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN834839(NAD 83)
 SK0640
 SK0640_MARKER: DB = BENCH MARK DISK
 SK0640_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0640_SP_SET: COPPER-CLAD STEEL ROD
 SK0640_STAMPING: 13 CLC 1967
 SK0640_MARK LOGO: USGS  
 SK0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0640
 SK0640  HISTORY     - Date     Condition        Report By
 SK0640  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0640
 SK0640                          STATION DESCRIPTION
 SK0640
 SK0640'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0640'4.3 KM (2.70 MI) NORTH FROM MCINTOSH.
 SK0640'MCINTOSH, 2.7 MI NORTH OF, NEAR THE QUARTER CORNER OF SECTIONS 4 AND
 SK0640'34, T. 148 AND 149 N., R. 41 W., 92 FT NORTH, 109 FT WEST AND 0.7 FT
 SK0640'HIGHER THAN T-DRIVE LEADING INTO A SMALL CEMETARY, 2 FT WEST OF THE
 SK0640'NE. CORNER OF CEMETARY, 1 FT EAST OF A WITNESS SIGN, ON TOP OF A
 SK0640'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 20 FEET, A STANDARD TABLET
 SK0640'STAMPED 13 CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0642 ***********************************************************************
 SK0642  DESIGNATION -  13 CLC A TBM
 SK0642  PID         -  SK0642
 SK0642  STATE/COUNTY-  MN/POLK
 SK0642  COUNTRY     -  US
 SK0642  USGS QUAD   -  MC INTOSH (1982)
 SK0642
 SK0642                         *CURRENT SURVEY CONTROL
 SK0642  ______________________________________________________________________
 SK0642* NAD 83(1986) POSITION- 47 41 21.     (N) 095 52 52.     (W)   SCALED    
 SK0642* NAVD 88 ORTHO HEIGHT -   376.087  (meters)    1233.88  (feet) ADJUSTED  
 SK0642  ______________________________________________________________________
 SK0642  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 SK0642  DYNAMIC HEIGHT  -        376.138 (meters)     1234.05  (feet) COMP
 SK0642  MODELED GRAVITY -    980,736.0   (mgal)                       NAVD 88
 SK0642
 SK0642  VERT ORDER      -  THIRD
 SK0642
 SK0642.The horizontal coordinates were scaled from a topographic map and have
 SK0642.an estimated accuracy of +/- 6 seconds.
 SK0642.
 SK0642.The orthometric height was determined by differential leveling and
 SK0642.adjusted in June 1991.
 SK0642
 SK0642.The dynamic height is computed by dividing the NAVD 88
 SK0642.geopotential number by the normal gravity value computed on the
 SK0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0642.degrees latitude (g = 980.6199 gals.).
 SK0642
 SK0642.The modeled gravity was interpolated from observed gravity values.
 SK0642
 SK0642;                    North         East    Units  Estimated Accuracy
 SK0642;SPC MN N     -   235,960.      591,280.      MT  (+/- 180 meters Scaled)
 SK0642
 SK0642                          SUPERSEDED SURVEY CONTROL
 SK0642
 SK0642.No superseded survey control is available for this station.
 SK0642
 SK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN838857(NAD 83)
 SK0642
 SK0642_MARKER: Z = SEE DESCRIPTION
 SK0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0642_SP_SET: IN METAL CULVERT
 SK0642_MARK LOGO: USGS  
 SK0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0642
 SK0642  HISTORY     - Date     Condition        Report By
 SK0642  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0642
 SK0642                          STATION DESCRIPTION
 SK0642
 SK0642'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0642'6.1 KM (3.80 MI) NORTH FROM MCINTOSH.
 SK0642'TBM 13 CLC A, 1.1 MI NORTH ALONG CO. HWY 8 FROM TABLET, 414 FT NORTH,
 SK0642'41 FT EAST AND 2.9 FT LOWER THAN CROSSROADS, ON THE SOUTH END OF A
 SK0642'METAL CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0641 ***********************************************************************
 SK0641  DESIGNATION -  13 CLC RM
 SK0641  PID         -  SK0641
 SK0641  STATE/COUNTY-  MN/POLK
 SK0641  COUNTRY     -  US
 SK0641  USGS QUAD   -  MC INTOSH (1982)
 SK0641
 SK0641                         *CURRENT SURVEY CONTROL
 SK0641  ______________________________________________________________________
 SK0641* NAD 83(1986) POSITION- 47 40 24.     (N) 095 53 04.     (W)   SCALED    
 SK0641* NAVD 88 ORTHO HEIGHT -   369.446  (meters)    1212.09  (feet) ADJUSTED  
 SK0641  ______________________________________________________________________
 SK0641  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 SK0641  DYNAMIC HEIGHT  -        369.494 (meters)     1212.25  (feet) COMP
 SK0641  MODELED GRAVITY -    980,732.0   (mgal)                       NAVD 88
 SK0641
 SK0641  VERT ORDER      -  THIRD
 SK0641
 SK0641.The horizontal coordinates were scaled from a topographic map and have
 SK0641.an estimated accuracy of +/- 6 seconds.
 SK0641.
 SK0641.The orthometric height was determined by differential leveling and
 SK0641.adjusted in June 1991.
 SK0641
 SK0641.The dynamic height is computed by dividing the NAVD 88
 SK0641.geopotential number by the normal gravity value computed on the
 SK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0641.degrees latitude (g = 980.6199 gals.).
 SK0641
 SK0641.The modeled gravity was interpolated from observed gravity values.
 SK0641
 SK0641;                    North         East    Units  Estimated Accuracy
 SK0641;SPC MN N     -   234,210.      590,970.      MT  (+/- 180 meters Scaled)
 SK0641
 SK0641                          SUPERSEDED SURVEY CONTROL
 SK0641
 SK0641.No superseded survey control is available for this station.
 SK0641
 SK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN834840(NAD 83)
 SK0641
 SK0641_MARKER: Q = CHISELED SQUARE
 SK0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0641_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0641_MARK LOGO: USGS  
 SK0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0641
 SK0641  HISTORY     - Date     Condition        Report By
 SK0641  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0641
 SK0641                          STATION DESCRIPTION
 SK0641
 SK0641'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0641'4.3 KM (2.70 MI) NORTH FROM MCINTOSH.
 SK0641'REFERENCE MARK, 380 FT NE. OF TABLET, 80 FT SOUTH, 21 FT EAST AND 3.4
 SK0641'FT LOWER THAN CROSSROADS, ON THE EAST END OF A CONCRETE CULVERT, A
 SK0641'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6209 ***********************************************************************
 DE6209  DESIGNATION -  13 CWH
 DE6209  PID         -  DE6209
 DE6209  STATE/COUNTY-  MN/CASS
 DE6209  COUNTRY     -  US
 DE6209  USGS QUAD   -  BACKUS (1970)
 DE6209
 DE6209                         *CURRENT SURVEY CONTROL
 DE6209  ______________________________________________________________________
 DE6209* NAD 83(2007) POSITION- 46 47 54.00587(N) 094 33 35.99738(W)   ADJUSTED  
 DE6209* NAD 83(2007) ELLIP HT-   386.257 (meters)        (02/10/07)   ADJUSTED
 DE6209* NAD 83(2007) EPOCH   -  2002.00
 DE6209* NAVD 88 ORTHO HEIGHT -   414.047  (meters)    1358.42  (feet) ADJUSTED  
 DE6209  ______________________________________________________________________
 DE6209  NAD 83(2007) X  -   -347,771.708 (meters)                     COMP
 DE6209  NAD 83(2007) Y  - -4,360,474.951 (meters)                     COMP
 DE6209  NAD 83(2007) Z  -  4,626,727.891 (meters)                     COMP
 DE6209  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 DE6209  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DE6209  DYNAMIC HEIGHT  -        414.063 (meters)     1358.47  (feet) COMP
 DE6209  MODELED GRAVITY -    980,640.6   (mgal)                       NAVD 88
 DE6209
 DE6209  VERT ORDER      -  SECOND    CLASS I
 DE6209
 DE6209  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6209  Type                                         Horiz  Ellip  Dist(km)
 DE6209  -------------------------------------------------------------------
 DE6209  NETWORK                                       0.97   0.63
 DE6209  -------------------------------------------------------------------
 DE6209  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.98   0.59      3.34
 DE6209  -------------------------------------------------------------------
 DE6209  NOTE: Click here for information on individual local accuracy
 DE6209  values and other accuracy information.
 DE6209
 DE6209
 DE6209.The horizontal coordinates were established by GPS observations
 DE6209.and adjusted by the National Geodetic Survey in February 2007.
 DE6209
 DE6209.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6209.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6209
 DE6209.The horizontal coordinates are valid at the epoch date displayed above
 DE6209.which is a decimal equivalence of Year/Month/Day.
 DE6209
 DE6209.The orthometric height was determined by differential leveling and
 DE6209.adjusted in August 2002.
 DE6209
 DE6209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6209
 DE6209.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6209
 DE6209.The ellipsoidal height was determined by GPS observations
 DE6209.and is referenced to NAD 83.
 DE6209
 DE6209.The dynamic height is computed by dividing the NAVD 88
 DE6209.geopotential number by the normal gravity value computed on the
 DE6209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6209.degrees latitude (g = 980.6199 gals.).
 DE6209
 DE6209.The modeled gravity was interpolated from observed gravity values.
 DE6209
 DE6209. The following values were computed from the NAD 83(2007) position.
 DE6209
 DE6209;                    North         East     Units Scale Factor Converg.
 DE6209;SPC MN C     -   299,928.340   776,335.262   MT  0.99995472   -0 13 27.3
 DE6209;SPC MN C     -   984,014.90  2,547,026.61   sFT  0.99995472   -0 13 27.3
 DE6209;UTM  15      - 5,183,935.693   380,955.552   MT  0.99977418   -1 08 14.3
 DE6209
 DE6209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6209!SPC MN C     -   0.99993946  x   0.99995472  =   0.99989418
 DE6209!UTM  15      -   0.99993946  x   0.99977418  =   0.99971365
 DE6209
 DE6209                          SUPERSEDED SURVEY CONTROL
 DE6209
 DE6209  NAD 83(1996)-  46 47 54.00556(N)    094 33 35.99732(W) AD(       ) 1
 DE6209  ELLIP H (09/24/02)  386.280  (m)                       GP(       ) 4 1
 DE6209  NAVD 88 (09/24/02)  414.05   (m)         1358.4    (f) LEVELING    3  
 DE6209
 DE6209.Superseded values are not recommended for survey control.
 DE6209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6209.See file dsdata.txt to determine how the superseded data were derived.
 DE6209
 DE6209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8095583935(NAD 83)
 DE6209
 DE6209_MARKER: DB = BENCH MARK DISK
 DE6209_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE6209_STAMPING: 13 CWH 1969
 DE6209_MARK LOGO: USGS  
 DE6209_PROJECTION: PROJECTING 8 CENTIMETERS
 DE6209_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6209+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1998
 DE6209
 DE6209  HISTORY     - Date     Condition        Report By
 DE6209  HISTORY     - 1969     MONUMENTED       USGS
 DE6209  HISTORY     - 19980825 GOOD             MNDT
 DE6209  HISTORY     - 19980901 GOOD             MNDT
 DE6209
 DE6209                          STATION DESCRIPTION
 DE6209
 DE6209'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6209'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 DE6209'1.5 MI (2.4 KM) SOUTH AND 2.3 MI (3.7 KM) WEST OF BACKUS, 29 FT (8.8
 DE6209'M) NORTH OF TH 87 AT MP 71.70, 67.5 FT (20.6 M) EAST OF DRIVEWAY, 39.2
 DE6209'FT (11.9 M) SOUTH OF P-POLE, 3 FT (0.9 M) WEST OF WIT POST. MARK IS
 DE6209'MAGNETIC, PROJECTS 3 INCHES.
 DE6209
 DE6209                          STATION RECOVERY (1998)
 DE6209
 DE6209'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6209'RECOVERED 1.5 MI (2.4 KM) SOUTH AND 2.3 MI (3.7 KM) WEST OF BACKUS, AT
 DE6209'TH 87 MP 71.70, 29 FT (8.8 M) NORTH OF TH 87, 67.5 FT (20.6 M) EAST OF
 DE6209'DRIVEWAY, 39.2 FT (11.9 M) SOUTH OF P-POLE, 3.4 FT (1.0 M) EAST OF
 DE6209'CABLE MARKER, 3 FT (0.9 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3888 ***********************************************************************
 DH3888  DESIGNATION -  13 DWB
 DH3888  PID         -  DH3888
 DH3888  STATE/COUNTY-  MN/COTTONWOOD
 DH3888  COUNTRY     -  US
 DH3888  USGS QUAD   -  WILDER (1970)
 DH3888
 DH3888                         *CURRENT SURVEY CONTROL
 DH3888  ______________________________________________________________________
 DH3888* NAD 83(2007) POSITION- 43 51 44.33399(N) 095 14 25.30451(W)   ADJUSTED  
 DH3888* NAD 83(2007) ELLIP HT-   419.105 (meters)        (02/10/07)   ADJUSTED
 DH3888* NAD 83(2007) EPOCH   -  2002.00
 DH3888* NAVD 88 ORTHO HEIGHT -   446.3    (meters)    1464.    (feet) GPS OBS   
 DH3888  ______________________________________________________________________
 DH3888  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3888  GEOID HEIGHT    -        -27.12  (meters)                     GEOID03
 DH3888  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DH3888  NAD 83(2007) X  -   -420,720.771 (meters)                     COMP
 DH3888  NAD 83(2007) Y  - -4,587,139.080 (meters)                     COMP
 DH3888  NAD 83(2007) Z  -  4,397,364.585 (meters)                     COMP
 DH3888  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC09
 DH3888
 DH3888  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3888  Type                                         Horiz  Ellip  Dist(km)
 DH3888  -------------------------------------------------------------------
 DH3888  NETWORK                                       0.70   0.82
 DH3888  -------------------------------------------------------------------
 DH3888  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.90      6.22
 DH3888  -------------------------------------------------------------------
 DH3888  NOTE: Click here for information on individual local accuracy
 DH3888  values and other accuracy information.
 DH3888
 DH3888
 DH3888.The horizontal coordinates were established by GPS observations
 DH3888.and adjusted by the National Geodetic Survey in February 2007.
 DH3888
 DH3888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3888.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3888
 DH3888.The horizontal coordinates are valid at the epoch date displayed above
 DH3888.which is a decimal equivalence of Year/Month/Day.
 DH3888
 DH3888.The orthometric height was determined by GPS observations and a
 DH3888.high-resolution geoid model.
 DH3888
 DH3888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3888
 DH3888.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3888
 DH3888.The ellipsoidal height was determined by GPS observations
 DH3888.and is referenced to NAD 83.
 DH3888
 DH3888. The following values were computed from the NAD 83(2007) position.
 DH3888
 DH3888;                    North         East     Units Scale Factor Converg.
 DH3888;SPC MN S     -   196,570.662   700,290.923   MT  0.99998382   -0 52 09.9
 DH3888;SPC MN S     -   644,915.58  2,297,537.80   sFT  0.99998382   -0 52 09.9
 DH3888;UTM  15      - 4,859,020.298   319,964.191   MT  0.99999868   -1 33 10.2
 DH3888
 DH3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3888!SPC MN S     -   0.99993429  x   0.99998382  =   0.99991811
 DH3888!UTM  15      -   0.99993429  x   0.99999868  =   0.99993297
 DH3888
 DH3888                          SUPERSEDED SURVEY CONTROL
 DH3888
 DH3888  NAD 83(1996)-  43 51 44.33330(N)    095 14 25.30366(W) AD(       ) 1
 DH3888  ELLIP H (05/30/05)  419.141  (m)                       GP(       ) 3 2
 DH3888
 DH3888.Superseded values are not recommended for survey control.
 DH3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3888.See file dsdata.txt to determine how the superseded data were derived.
 DH3888
 DH3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1996459020(NAD 83)
 DH3888
 DH3888_MARKER: DB = BENCH MARK DISK
 DH3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3888_STAMPING: 13 DWB 1967 1464
 DH3888_MARK LOGO: USGS  
 DH3888_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3888+STABILITY: SURFACE MOTION
 DH3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3888+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 DH3888
 DH3888  HISTORY     - Date     Condition        Report By
 DH3888  HISTORY     - 1967     MONUMENTED       USGS
 DH3888  HISTORY     - 20030521 GOOD             MNDT
 DH3888
 DH3888                          STATION DESCRIPTION
 DH3888
 DH3888'DESCRIBED BY MN DEPT OF TRANSP 2003 (PJ)
 DH3888'6.3 MILES (10.1 KM) WEST OF WINDOM, 73.4 FEET (22.4 M) SOUTH OF TRUNK
 DH3888'HIGHWAY 62, 61.6 FEET  EAST OF NORTH-SOUTH GRAVEL ROAD, 30.8 FEET (9.4
 DH3888'M) EAST OF CABLE PEDESTAL ( NUMBER A3 B) ,  2.0 FEET (0.6 M) WEST OF
 DH3888'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2323 ***********************************************************************
 DL2323  DESIGNATION -  13 HEH
 DL2323  PID         -  DL2323
 DL2323  STATE/COUNTY-  MN/ROSEAU
 DL2323  COUNTRY     -  US
 DL2323  USGS QUAD   -  BADGER (1966)
 DL2323
 DL2323                         *CURRENT SURVEY CONTROL
 DL2323  ______________________________________________________________________
 DL2323* NAD 83(2007) POSITION- 48 51 46.28117(N) 096 04 10.42829(W)   ADJUSTED  
 DL2323* NAD 83(2007) ELLIP HT-   287.459 (meters)        (04/01/09)   ADJUSTED
 DL2323* NAD 83(2007) EPOCH   -  2002.00
 DL2323* NAVD 88 ORTHO HEIGHT -   315.1    (meters)    1034.    (feet) GPS OBS   
 DL2323  ______________________________________________________________________
 DL2323  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2323  GEOID HEIGHT    -        -27.64  (meters)                     GEOID03
 DL2323  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DL2323  NAD 83(2007) X  -   -444,526.455 (meters)                     COMP
 DL2323  NAD 83(2007) Y  - -4,180,555.328 (meters)                     COMP
 DL2323  NAD 83(2007) Z  -  4,780,755.541 (meters)                     COMP
 DL2323  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC09
 DL2323  HORZ ORDER      -  FIRST
 DL2323  ELLP ORDER      -  FOURTH    CLASS I
 DL2323
 DL2323.The horizontal coordinates were established by GPS observations
 DL2323.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2323
 DL2323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2323.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2323
 DL2323.The horizontal coordinates are valid at the epoch date displayed above
 DL2323.which is a decimal equivalence of Year/Month/Day.
 DL2323
 DL2323.The orthometric height was determined by GPS observations and a
 DL2323.high-resolution geoid model.
 DL2323
 DL2323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2323
 DL2323.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2323
 DL2323.The ellipsoidal height was determined by GPS observations
 DL2323.and is referenced to NAD 83.
 DL2323
 DL2323. The following values were computed from the NAD 83(2007) position.
 DL2323
 DL2323;                    North         East     Units Scale Factor Converg.
 DL2323;SPC MN N     -   366,890.865   582,155.369   MT  1.00006421   -2 12 04.0
 DL2323;SPC MN N     - 1,203,707.78  1,909,954.74   sFT  1.00006421   -2 12 04.0
 DL2323;UTM  14      - 5,416,351.230   714,914.878   MT  1.00016747   +2 12 28.3
 DL2323;UTM  15      - 5,416,753.912   274,882.998   MT  1.00022263   -2 18 46.0
 DL2323
 DL2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2323!SPC MN N     -   0.99995495  x   1.00006421  =   1.00001916
 DL2323!UTM  14      -   0.99995495  x   1.00016747  =   1.00012242
 DL2323!UTM  15      -   0.99995495  x   1.00022263  =   1.00017757
 DL2323
 DL2323                          SUPERSEDED SURVEY CONTROL
 DL2323
 DL2323.No superseded survey control is available for this station.
 DL2323
 DL2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV1491416351(NAD 83)
 DL2323
 DL2323_MARKER: DD = SURVEY DISK
 DL2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2323_STAMPING: 13 HEH 1966
 DL2323_MARK LOGO: USGS  
 DL2323_PROJECTION: PROJECTING 13 CENTIMETERS
 DL2323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2323+STABILITY: SURFACE MOTION
 DL2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2323+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2323
 DL2323  HISTORY     - Date     Condition        Report By
 DL2323  HISTORY     - 1966     MONUMENTED       USGS
 DL2323  HISTORY     - 20091001 GOOD             MNDT
 DL2323
 DL2323                          STATION DESCRIPTION
 DL2323
 DL2323'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2323'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2323'THE MARK IS 5.5 MILES NORTH AND 2.5 MILES WEST OF BADGER, 4.8 MILES
 DL2323'NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DL2323'HIGHWAY 11 AT MILEPOINT 58.7 (EAST OF BADGER), THENCE 2.8 MILES WEST
 DL2323'ALONG COUNTY ROAD 16 (370TH STREET), 75 FEET NORTH OF ROAD, 387 FEET
 DL2323'WEST OF DRIVE NORTH, 2.0 FEET SOUTH AND 9.0 FEET EAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0722 ***********************************************************************
 OO0722  DESIGNATION -  13 KED
 OO0722  PID         -  OO0722
 OO0722  STATE/COUNTY-  MN/BLUE EARTH
 OO0722  COUNTRY     -  US
 OO0722  USGS QUAD   -  ST CLAIR (1974)
 OO0722
 OO0722                         *CURRENT SURVEY CONTROL
 OO0722  ______________________________________________________________________
 OO0722* NAD 83(2007) POSITION- 44 00 00.23566(N) 093 46 09.26485(W)   ADJUSTED  
 OO0722* NAD 83(2007) ELLIP HT-   289.120 (meters)        (02/10/07)   ADJUSTED
 OO0722* NAD 83(2007) EPOCH   -  2002.00
 OO0722* NAVD 88 ORTHO HEIGHT -   318.019  (meters)    1043.37  (feet) ADJUSTED  
 OO0722  ______________________________________________________________________
 OO0722  NAD 83(2007) X  -   -302,111.739 (meters)                     COMP
 OO0722  NAD 83(2007) Y  - -4,585,738.384 (meters)                     COMP
 OO0722  NAD 83(2007) Z  -  4,408,297.684 (meters)                     COMP
 OO0722  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 OO0722  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 OO0722  DYNAMIC HEIGHT  -        317.955 (meters)     1043.16  (feet) COMP
 OO0722  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 OO0722
 OO0722  VERT ORDER      -  SECOND    CLASS I
 OO0722
 OO0722  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0722  Type                                         Horiz  Ellip  Dist(km)
 OO0722  -------------------------------------------------------------------
 OO0722  NETWORK                                       0.35   0.53
 OO0722  -------------------------------------------------------------------
 OO0722  MEDIAN LOCAL ACCURACY AND DIST (015 points)   0.41   0.59      9.68
 OO0722  -------------------------------------------------------------------
 OO0722  NOTE: Click here for information on individual local accuracy
 OO0722  values and other accuracy information.
 OO0722
 OO0722
 OO0722.The horizontal coordinates were established by GPS observations
 OO0722.and adjusted by the National Geodetic Survey in February 2007.
 OO0722
 OO0722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0722.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0722
 OO0722.The horizontal coordinates are valid at the epoch date displayed above
 OO0722.which is a decimal equivalence of Year/Month/Day.
 OO0722
 OO0722.The orthometric height was determined by differential leveling and
 OO0722.adjusted in June 1991.
 OO0722
 OO0722.Photographs are available for this station.
 OO0722
 OO0722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0722
 OO0722.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0722
 OO0722.The ellipsoidal height was determined by GPS observations
 OO0722.and is referenced to NAD 83.
 OO0722
 OO0722.The dynamic height is computed by dividing the NAVD 88
 OO0722.geopotential number by the normal gravity value computed on the
 OO0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0722.degrees latitude (g = 980.6199 gals.).
 OO0722
 OO0722.The modeled gravity was interpolated from observed gravity values.
 OO0722
 OO0722. The following values were computed from the NAD 83(2007) position.
 OO0722
 OO0722;                    North         East     Units Scale Factor Converg.
 OO0722;SPC MN S     -   211,145.421   818,507.579   MT  0.99996009   +0 09 42.3
 OO0722;SPC MN S     -   692,732.94  2,685,386.95   sFT  0.99996009   +0 09 42.3
 OO0722;UTM  15      - 4,872,167.712   438,326.848   MT  0.99964678   -0 32 03.8
 OO0722
 OO0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0722!SPC MN S     -   0.99995467  x   0.99996009  =   0.99991476
 OO0722!UTM  15      -   0.99995467  x   0.99964678  =   0.99960146
 OO0722
 OO0722                          SUPERSEDED SURVEY CONTROL
 OO0722
 OO0722  NAD 83(1996)-  44 00 00.23505(N)    093 46 09.26404(W) AD(       ) 1
 OO0722  ELLIP H (05/18/04)  289.165  (m)                       GP(       ) 3 1
 OO0722  NAVD 88 (05/18/04)  318.02   (m)         1043.4    (f) LEVELING    3  
 OO0722
 OO0722.Superseded values are not recommended for survey control.
 OO0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0722.See file dsdata.txt to determine how the superseded data were derived.
 OO0722
 OO0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3832672167(NAD 83)
 OO0722
 OO0722_MARKER: DD = SURVEY DISK
 OO0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0722_SP_SET: CONCRETE POST
 OO0722_STAMPING: 13 KED 1966
 OO0722_MARK LOGO: USGS  
 OO0722_PROJECTION: PROJECTING 3 CENTIMETERS
 OO0722_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0722+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 OO0722
 OO0722  HISTORY     - Date     Condition        Report By
 OO0722  HISTORY     - 1966     MONUMENTED       USGS
 OO0722  HISTORY     - 1979     GOOD             MNDT
 OO0722  HISTORY     - 20030807 GOOD             MNDT
 OO0722  HISTORY     - 20040608 GOOD             MNDT
 OO0722  HISTORY     - 20071107 GOOD             DUCKS
 OO0722
 OO0722                          STATION DESCRIPTION
 OO0722
 OO0722'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0722'1.0 MI SE FROM PEMBERTON.
 OO0722'THE MARK IS LOCATED 1.0 MILE SOUTHEAST ALONG TRUNK HIGHWAY 83 FROM
 OO0722'ITS JUNCTION WITH COUNTY ROAD 53 IN PEMBERTON, NEAR THE BLUE EARTH
 OO0722'WASECA COUNTY LINE, AT TRUNK HIGHWAY 83 MILEPOINT 8.7. IT IS 72.0
 OO0722'FT. NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 OO0722'HIGHWAY 83 AND 28.0 FT. NORTHWEST OF A 28 INCH LONE COTTONWOOD TREE.
 OO0722'THE MARK IS 0.8 FT. SOUTHWEST OF A STEEL WITNESS POST.
 OO0722
 OO0722                          STATION RECOVERY (2003)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 OO0722'THE MARK WAS RECOVERED 1 MILE (1.6 KM) SE OF THE JUNCTION OF TRUNK
 OO0722'HIGHWAY 83 AND COUNTY ROAD 53 IN PEMBERTON, 72 FT (21.9 M) NE OF THE
 OO0722'CENTERLINE OF TRUNK HIGHWAY 83 AT MILEPOINT 8.70, 0.8 FT (24.4 CM) SW
 OO0722'OF WITNESS POST, FLUSH.
 OO0722
 OO0722                          STATION RECOVERY (2004)
 OO0722
 OO0722'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OO0722'1.0 MILES (1.6 KM) SOUTHEAST FROM PEMBERTON, 1.0 MILES (1.6 KM)
 OO0722'SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 83 AND COUNTY ROAD 53 IN
 OO0722'PEMBERTON, 0.05 MILES (0.08 KM) NORTH OF COUNTY LINE, AT TRUNK HIGHWAY
 OO0722'83 MILEPOINT 8.70, 71.4 FEET (21.8 M) NORTH OF T RUNK HIGHWAY 83, 1.0
 OO0722'FEET (0.3 M) SOUTHWEST OF WITNESS POST
 OO0722
 OO0722                          STATION RECOVERY (2007)
 OO0722
 OO0722'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (GLJ)
 OO0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 WA0170 ***********************************************************************
 WA0170  DESIGNATION -  13 MDD
 WA0170  PID         -  WA0170
 WA0170  STATE/COUNTY-  MN/MARSHALL
 WA0170  COUNTRY     -  US
 WA0170  USGS QUAD   -  BIG WOODS (1966)
 WA0170
 WA0170                         *CURRENT SURVEY CONTROL
 WA0170  ______________________________________________________________________
 WA0170* NAD 83(2007) POSITION- 48 18 40.61530(N) 097 06 31.12315(W)   ADJUSTED  
 WA0170* NAD 83(2007) ELLIP HT-   217.334 (meters)        (07/11/08)   ADJUSTED
 WA0170* NAD 83(2007) EPOCH   -  2002.00
 WA0170* NAVD 88 ORTHO HEIGHT -   244.3    (meters)     802.    (feet) GPS OBS   
 WA0170  ______________________________________________________________________
 WA0170  NAVD 88 orthometric height was determined with geoid model    GEOID03
 WA0170  GEOID HEIGHT    -        -26.96  (meters)                     GEOID03
 WA0170  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 WA0170  NAD 83(2007) X  -   -525,952.219 (meters)                     COMP
 WA0170  NAD 83(2007) Y  - -4,217,408.297 (meters)                     COMP
 WA0170  NAD 83(2007) Z  -  4,740,128.918 (meters)                     COMP
 WA0170  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC09
 WA0170  HORZ ORDER      -  FIRST
 WA0170  ELLP ORDER      -  FIRST     CLASS I
 WA0170
 WA0170.The horizontal coordinates were established by GPS observations
 WA0170.and adjusted by the MN DEPT OF TRANSP in July 2008.
 WA0170
 WA0170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 WA0170.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 WA0170
 WA0170.The horizontal coordinates are valid at the epoch date displayed above
 WA0170.which is a decimal equivalence of Year/Month/Day.
 WA0170
 WA0170.The orthometric height was determined by GPS observations and a
 WA0170.high-resolution geoid model.
 WA0170
 WA0170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0170
 WA0170.The Laplace correction was computed from DEFLEC09 derived deflections.
 WA0170
 WA0170.The ellipsoidal height was determined by GPS observations
 WA0170.and is referenced to NAD 83.
 WA0170
 WA0170. The following values were computed from the NAD 83(2007) position.
 WA0170
 WA0170;                    North         East     Units Scale Factor Converg.
 WA0170;SPC MN N     -   309,078.105   502,809.331   MT  0.99993731   -2 58 16.6
 WA0170;SPC MN N     - 1,014,033.75  1,649,633.61   sFT  0.99993731   -2 58 16.6
 WA0170;UTM  14      - 5,352,627.616   640,232.819   MT  0.99984162   +1 24 45.5
 WA0170
 WA0170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0170!SPC MN N     -   0.99996594  x   0.99993731  =   0.99990325
 WA0170!UTM  14      -   0.99996594  x   0.99984162  =   0.99980756
 WA0170
 WA0170                          SUPERSEDED SURVEY CONTROL
 WA0170
 WA0170.No superseded survey control is available for this station.
 WA0170
 WA0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4023252627(NAD 83)
 WA0170
 WA0170_MARKER: DD = SURVEY DISK
 WA0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0170_STAMPING: 13 MDD 1966
 WA0170_MARK LOGO: USGS  
 WA0170_PROJECTION: FLUSH
 WA0170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 WA0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0170+STABILITY: SURFACE MOTION
 WA0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0170+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 WA0170
 WA0170  HISTORY     - Date     Condition        Report By
 WA0170  HISTORY     - 1966     MONUMENTED       USGS
 WA0170  HISTORY     - 20070604 GOOD             MNDT
 WA0170
 WA0170                          STATION DESCRIPTION
 WA0170
 WA0170'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 WA0170'8.2 MILES NORTH ALONG TRUNK HIGHWAY 220 FROM THE JUNCTION OF TRUNK
 WA0170'HIGHWAY 220 AND TRUNK HIGHWAY 1 (1.2 MILES EAST OF OSL), AT TRUNK
 WA0170'HIGHWAY 220 MILEPOINT 59.1, 8 MILES NORTH AND 1.25 MILES EAST OF OSLO,
 WA0170'39 FEET NORTH OF 300 STREET NORTHWEST 70 FEET WEST OF TRUNK HIGHWAY
 WA0170'220, 17.1 FEET EAST OF POWER POLE, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8301 ***********************************************************************
 DF8301  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8301  DESIGNATION -  13 RC
 DF8301  PID         -  DF8301
 DF8301  STATE/COUNTY-  MN/HOUSTON
 DF8301  COUNTRY     -  US
 DF8301  USGS QUAD   -  MOUND PRAIRIE (1973)
 DF8301
 DF8301                         *CURRENT SURVEY CONTROL
 DF8301  ______________________________________________________________________
 DF8301* NAD 83(2007) POSITION- 43 50 48.03962(N) 091 29 30.34146(W)   ADJUSTED  
 DF8301* NAD 83(2007) ELLIP HT-   356.373 (meters)        (02/10/07)   ADJUSTED
 DF8301* NAD 83(2007) EPOCH   -  2002.00
 DF8301* NAVD 88 ORTHO HEIGHT -   387.32   (meters)    1270.7   (feet) GPS OBS   
 DF8301  ______________________________________________________________________
 DF8301  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF8301  GEOID HEIGHT    -        -30.85  (meters)                     GEOID03
 DF8301  GEOID HEIGHT    -        -30.94  (meters)                     GEOID09
 DF8301  NAD 83(2007) X  -   -119,949.336 (meters)                     COMP
 DF8301  NAD 83(2007) Y  - -4,605,989.394 (meters)                     COMP
 DF8301  NAD 83(2007) Z  -  4,396,068.165 (meters)                     COMP
 DF8301  LAPLACE CORR    -         -7.17  (seconds)                    DEFLEC09
 DF8301
 DF8301  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8301  Type                                         Horiz  Ellip  Dist(km)
 DF8301  -------------------------------------------------------------------
 DF8301  NETWORK                                       0.72   2.08
 DF8301  -------------------------------------------------------------------
 DF8301  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.78   2.14     10.38
 DF8301  -------------------------------------------------------------------
 DF8301  NOTE: Click here for information on individual local accuracy
 DF8301  values and other accuracy information.
 DF8301
 DF8301
 DF8301.The horizontal coordinates were established by GPS observations
 DF8301.and adjusted by the National Geodetic Survey in February 2007.
 DF8301
 DF8301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8301.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8301
 DF8301.The horizontal coordinates are valid at the epoch date displayed above
 DF8301.which is a decimal equivalence of Year/Month/Day.
 DF8301
 DF8301.The orthometric height was determined by GPS observations and a
 DF8301.high-resolution geoid model using precise GPS observation and
 DF8301.processing techniques.
 DF8301
 DF8301.Photographs are available for this station.
 DF8301
 DF8301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8301
 DF8301.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8301
 DF8301.The ellipsoidal height was determined by GPS observations
 DF8301.and is referenced to NAD 83.
 DF8301
 DF8301. The following values were computed from the NAD 83(2007) position.
 DF8301
 DF8301;                    North         East     Units Scale Factor Converg.
 DF8301;SPC MN S     -   197,170.881 1,001,659.305   MT  0.99998688   +1 45 29.1
 DF8301;SPC MN S     -   646,884.80  3,286,277.24   sFT  0.99998688   +1 45 29.1
 DF8301;UTM  15      - 4,855,949.388   621,233.226   MT  0.99978077   +1 02 41.7
 DF8301
 DF8301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8301!SPC MN S     -   0.99994412  x   0.99998688  =   0.99993100
 DF8301!UTM  15      -   0.99994412  x   0.99978077  =   0.99972490
 DF8301
 DF8301                          SUPERSEDED SURVEY CONTROL
 DF8301
 DF8301  NAD 83(1996)-  43 50 48.03925(N)    091 29 30.34068(W) AD(       ) 1
 DF8301  ELLIP H (10/06/03)  356.427  (m)                       GP(       ) 3 2
 DF8301  NAVD 88 (10/06/03)  387.3    (m)  GEOID99 model used   GPS OBS        
 DF8301
 DF8301.Superseded values are not recommended for survey control.
 DF8301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8301.See file dsdata.txt to determine how the superseded data were derived.
 DF8301
 DF8301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2123355949(NAD 83)
 DF8301
 DF8301_MARKER: DD = SURVEY DISK
 DF8301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8301_STAMPING: 13 RC 1955
 DF8301_MARK LOGO: USGS  
 DF8301_PROJECTION: PROJECTING 8 CENTIMETERS
 DF8301_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8301+STABILITY: SURFACE MOTION
 DF8301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8301+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2008
 DF8301
 DF8301  HISTORY     - Date     Condition        Report By
 DF8301  HISTORY     - 1955     MONUMENTED       USGS
 DF8301  HISTORY     - 20010401 GOOD             MNDT
 DF8301  HISTORY     - 20080305 GOOD             MNDT
 DF8301
 DF8301                          STATION DESCRIPTION
 DF8301
 DF8301'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8301'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 2.2 MI SOUTH AND
 DF8301'0.75 MI WEST OF NEW HARTFORD, NEAR CO LINE, 180 FT SO UTH AND   52 FT
 DF8301'WEST OF STONE AT SEC COR, 99 FT NORTH OF FIELD DRIVE N E, 36 FT EAST
 DF8301'OF    SOUTH RIDGE ROAD, 225 FT SOUTH OF CO RD
 DF8301
 DF8301                          STATION RECOVERY (2008)
 DF8301
 DF8301'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DF8301'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8301'THE MARK IS 2.5 MILES SOUTHWEST OF NEW HARTFORD, 5.5 MILES EAST ALONG
 DF8301'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 76 IN HOUSTON,
 DF8301'THEN 4.7 MILES NORTH ALONG COUNTY ROAD 25, THEN 2.8 MILES NORTHWEST
 DF8301'ALONG SOUTH RIDGE ROAD, NEAR COUNTY LINE, 180 FEET SOUTH AND 52 FEET
 DF8301'WEST OF STONE AT SECTION CORNER, 99 FEET NORTH OF FIELD DRIVE
 DF8301'NORTHEAST, 36 FEET EAST OF SOUTH RIDGE ROAD, 225 FEET SOUTH OF COUNTY
 DF8301'ROAD, 0.5 FOOT SOUTH OF WITNESS POST. TNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7594 ***********************************************************************
 DF7594  DESIGNATION -  13 ROD
 DF7594  PID         -  DF7594
 DF7594  STATE/COUNTY-  MN/BELTRAMI
 DF7594  COUNTRY     -  US
 DF7594  USGS QUAD   -  ERIE NE (1973)
 DF7594
 DF7594                         *CURRENT SURVEY CONTROL
 DF7594  ______________________________________________________________________
 DF7594* NAD 83(1986) POSITION- 48 10 22.9    (N) 095 34 37.6    (W)   HD_HELD2  
 DF7594* NAVD 88 ORTHO HEIGHT -   361.203  (meters)    1185.05  (feet) ADJUSTED  
 DF7594  ______________________________________________________________________
 DF7594  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DF7594  DYNAMIC HEIGHT  -        361.279 (meters)     1185.30  (feet) COMP
 DF7594  MODELED GRAVITY -    980,811.8   (mgal)                       NAVD 88
 DF7594
 DF7594  VERT ORDER      -  SECOND    CLASS I
 DF7594
 DF7594.The horizontal coordinates were established by autonomous hand held GPS
 DF7594.observations and have an estimated accuracy of +/- 10 meters.
 DF7594.
 DF7594.The orthometric height was determined by differential leveling and
 DF7594.adjusted in October 2007.
 DF7594
 DF7594.The dynamic height is computed by dividing the NAVD 88
 DF7594.geopotential number by the normal gravity value computed on the
 DF7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7594.degrees latitude (g = 980.6199 gals.).
 DF7594
 DF7594.The modeled gravity was interpolated from observed gravity values.
 DF7594
 DF7594;                    North         East    Units  Estimated Accuracy
 DF7594;SPC MN N     -   288,950.      615,810.      MT  (+/- 10 meters HH2 GPS)
 DF7594
 DF7594                          SUPERSEDED SURVEY CONTROL
 DF7594
 DF7594  NAVD 88 (04/16/04)  361.212  (m)         1185.08   (f) SUPERSEDED  2 1
 DF7594
 DF7594.Superseded values are not recommended for survey control.
 DF7594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7594.See file dsdata.txt to determine how the superseded data were derived.
 DF7594
 DF7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0840938743(NAD 83)
 DF7594
 DF7594_MARKER: DB = BENCH MARK DISK
 DF7594_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+)
 DF7594_STAMPING: 13 ROD 1972
 DF7594_MARK LOGO: USGS  
 DF7594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7594+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DF7594
 DF7594  HISTORY     - Date     Condition        Report By
 DF7594  HISTORY     - 1972     MONUMENTED       USGS
 DF7594  HISTORY     - 20011023 GOOD             MNDT
 DF7594
 DF7594                          STATION DESCRIPTION
 DF7594
 DF7594'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7594'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.5 MI (13.7
 DF7594'KM) SOUTH AND 2 MI (3.2 KM) EAST OF GRYGLA, 65 FT (19.8 M) NORTH AND 5
 DF7594'FT (1.5 M) EAST OF RD AT TRAIL WNW, 1.0 FT (0.3 M) EAST OF WIT SIGN.
 DF7594'DISK IS A UNITED STATES DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK
 DF7594'FLUSH WITH GROUND. NOTE--ROD DEPTH AND SLEEVE DEPTH ARE UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0257 ***********************************************************************
 SK0257  DESIGNATION -  13 WGW
 SK0257  PID         -  SK0257
 SK0257  STATE/COUNTY-  MN/HUBBARD
 SK0257  COUNTRY     -  US
 SK0257  USGS QUAD   -  LAPORTE (1972)
 SK0257
 SK0257                         *CURRENT SURVEY CONTROL
 SK0257  ______________________________________________________________________
 SK0257* NAD 83(1986) POSITION- 47 12 35.     (N) 094 51 58.     (W)   SCALED    
 SK0257* NAVD 88 ORTHO HEIGHT -   468.962  (meters)    1538.59  (feet) ADJUSTED  
 SK0257  ______________________________________________________________________
 SK0257  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 SK0257  DYNAMIC HEIGHT  -        469.007 (meters)     1538.73  (feet) COMP
 SK0257  MODELED GRAVITY -    980,694.4   (mgal)                       NAVD 88
 SK0257
 SK0257  VERT ORDER      -  SECOND    CLASS 0
 SK0257
 SK0257.The horizontal coordinates were scaled from a topographic map and have
 SK0257.an estimated accuracy of +/- 6 seconds.
 SK0257.
 SK0257.The orthometric height was determined by differential leveling and
 SK0257.adjusted in June 1991.
 SK0257
 SK0257.The dynamic height is computed by dividing the NAVD 88
 SK0257.geopotential number by the normal gravity value computed on the
 SK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0257.degrees latitude (g = 980.6199 gals.).
 SK0257
 SK0257.The modeled gravity was interpolated from observed gravity values.
 SK0257
 SK0257;                    North         East    Units  Estimated Accuracy
 SK0257;SPC MN C     -   345,800.      753,320.      MT  (+/- 180 meters Scaled)
 SK0257
 SK0257                          SUPERSEDED SURVEY CONTROL
 SK0257
 SK0257  NGVD 29 (??/??/92)  468.686  (m)         1537.68   (f) ADJ UNCH    2 0
 SK0257
 SK0257.Superseded values are not recommended for survey control.
 SK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0257.See file dsdata.txt to determine how the superseded data were derived.
 SK0257
 SK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN586301(NAD 83)
 SK0257
 SK0257_MARKER: DD = SURVEY DISK
 SK0257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0257_STAMPING: 13 WGW 1972
 SK0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0257
 SK0257  HISTORY     - Date     Condition        Report By
 SK0257  HISTORY     - 1972     MONUMENTED       USGS
 SK0257
 SK0257                          STATION DESCRIPTION
 SK0257
 SK0257'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 SK0257'6.1 MI E FROM LAKE GEORGE.
 SK0257'MARK IS LOCATED 4.1 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0257'71 AND COUNTY ROAD 4 IN LAKE GEORGE, THENCE, 2.1 MILES EAST ALONG
 SK0257'COUNTY ROAD 92, 0.55 MILES EAST OF THE ENTRANCE TO THE KABEKONA FIRE
 SK0257'TOWER, 37 FEET NORTH OF AND 5 FEET HIGHER THAN THE CENTER OF COUNTY
 SK0257'ROAD 92 (OPPOSITE TRAIL SOUTH), 0.7 FEET SOUTH OF A STEEL WITNESS
 SK0257'POST, CRIMPED TO A COPPER CLAD STEEL ROD PROJECTING 3 INCHES ABOVE
 SK0257'GROUND.  SW 1/4 SECTION 9, T 143, R 33.  NOTE-- THIS MARK IS ALSO 5
 SK0257'MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF T.H. 200 AND THE
 SK0257'BURLINGTON NORTHERN RAILROAD IN LAPORTE, THENCE, 0.5 MILES SOUTH ALONG
 SK0257'COUNTY ROAD 93, THENCE, 1.5 MILES WEST ALONG COUNTY ROAD 92.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0076 ***********************************************************************
 PP0076  DESIGNATION -  130 BOLT
 PP0076  PID         -  PP0076
 PP0076  STATE/COUNTY-  MN/WABASHA
 PP0076  COUNTRY     -  US
 PP0076  USGS QUAD   -  PEPIN (1974)
 PP0076
 PP0076                         *CURRENT SURVEY CONTROL
 PP0076  ______________________________________________________________________
 PP0076* NAD 83(1986) POSITION- 44 25 38.     (N) 092 14 40.     (W)   SCALED    
 PP0076* NAVD 88 ORTHO HEIGHT -   210.814  (meters)     691.65  (feet) ADJUSTED  
 PP0076  ______________________________________________________________________
 PP0076  GEOID HEIGHT    -        -30.25  (meters)                     GEOID09
 PP0076  DYNAMIC HEIGHT  -        210.783 (meters)      691.54  (feet) COMP
 PP0076  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PP0076
 PP0076  VERT ORDER      -  FIRST     CLASS I
 PP0076
 PP0076.The horizontal coordinates were scaled from a topographic map and have
 PP0076.an estimated accuracy of +/- 6 seconds.
 PP0076.
 PP0076.The orthometric height was determined by differential leveling and
 PP0076.adjusted in June 1991.
 PP0076
 PP0076.The dynamic height is computed by dividing the NAVD 88
 PP0076.geopotential number by the normal gravity value computed on the
 PP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0076.degrees latitude (g = 980.6199 gals.).
 PP0076
 PP0076.The modeled gravity was interpolated from observed gravity values.
 PP0076
 PP0076;                    North         East    Units  Estimated Accuracy
 PP0076;SPC MN S     -   260,080.      939,770.      MT  (+/- 180 meters Scaled)
 PP0076
 PP0076                          SUPERSEDED SURVEY CONTROL
 PP0076
 PP0076  NGVD 29 (??/??/92)  210.786  (m)          691.55   (f) ADJ UNCH    1 1
 PP0076
 PP0076.Superseded values are not recommended for survey control.
 PP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0076.See file dsdata.txt to determine how the superseded data were derived.
 PP0076
 PP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK601196(NAD 83)
 PP0076
 PP0076_MARKER: B = BOLT
 PP0076_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0076_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0076
 PP0076  HISTORY     - Date     Condition        Report By
 PP0076  HISTORY     - UNK      MONUMENTED       MRC
 PP0076  HISTORY     - 1970     GOOD             NGS
 PP0076
 PP0076                          STATION DESCRIPTION
 PP0076
 PP0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0076'2.0 MI SE FROM LAKE CITY.
 PP0076'ABOUT 2.0 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP0076'PACIFIC RAILROAD FROM THE STATION AT LAKE CITY, 0.2 MILE SOUTHEAST OF
 PP0076'MILEPOST 352, 48 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 PP0076'TRACK, 53 FEET SOUTH OF THE SOUTH CORNER OF A BUILDING IN WHICH IS
 PP0076'HOUSED THE DEPARTMENT OF HIGHWAYS TRUCK MAINTAINENCE STATION, 30.5
 PP0076'FEET NORTH OF THE WEST CORNER OF A BRICK BUILDING, 28 FEET SOUTHWEST
 PP0076'OF THE CENTER LINE OF A PAVED ROAD, 139 FEET SOUTHEAST AND ACROSS THE
 PP0076'TRACK FROM BENCH MARK B 249, AND IS A COPPER BOLT LEADED IN AN 18- X
 PP0076'18-INCH TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 PP0076'AN IRON PIPE WHICH PROJECTS 12 INCHES.  SEC 10, T 111N, R 12W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2794 ***********************************************************************
 DK2794  DESIGNATION -  130 ST
 DK2794  PID         -  DK2794
 DK2794  STATE/COUNTY-  MN/WASHINGTON
 DK2794  COUNTRY     -  US
 DK2794  USGS QUAD   -  HUGO (1993)
 DK2794
 DK2794                         *CURRENT SURVEY CONTROL
 DK2794  ______________________________________________________________________
 DK2794* NAD 83(1986) POSITION- 45 08 18.01   (N) 092 59 57.55   (W)   HD_HELD1  
 DK2794* NAVD 88 ORTHO HEIGHT -   284.686  (meters)     934.01  (feet) ADJUSTED  
 DK2794  ______________________________________________________________________
 DK2794  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DK2794  DYNAMIC HEIGHT  -        284.683 (meters)      934.00  (feet) COMP
 DK2794  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 DK2794
 DK2794  VERT ORDER      -  SECOND    CLASS I
 DK2794
 DK2794.The horizontal coordinates were established by differentially corrected
 DK2794.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK2794.
 DK2794.The orthometric height was determined by differential leveling and
 DK2794.adjusted in June 2008.
 DK2794
 DK2794.No vertical observational check was made to the station.
 DK2794
 DK2794.The dynamic height is computed by dividing the NAVD 88
 DK2794.geopotential number by the normal gravity value computed on the
 DK2794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2794.degrees latitude (g = 980.6199 gals.).
 DK2794
 DK2794.The modeled gravity was interpolated from observed gravity values.
 DK2794
 DK2794;                    North         East    Units  Estimated Accuracy
 DK2794;SPC MN S     -   338,081.8     878,707.2     MT  (+/- 3 meters HH1 GPS) 
 DK2794
 DK2794                          SUPERSEDED SURVEY CONTROL
 DK2794
 DK2794.No superseded survey control is available for this station.
 DK2794
 DK2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0005398317(NAD 83)
 DK2794
 DK2794_MARKER: DD = SURVEY DISK
 DK2794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2794_STAMPING: 130 ST 1993
 DK2794_MARK LOGO: MNDT  
 DK2794_PROJECTION: RECESSED 15 CENTIMETERS
 DK2794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2794+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DK2794_ROD/PIPE-DEPTH:  3.0 meters
 DK2794
 DK2794  HISTORY     - Date     Condition        Report By
 DK2794  HISTORY     - 1993     MONUMENTED       MNDT
 DK2794
 DK2794                          STATION DESCRIPTION
 DK2794
 DK2794'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK2794'1.0 MI (1.6 KM) SOUTH OF HUGO, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DK2794'HIGHWAY 61 (FOREST BOULEVARD NORTH) FROM THE JUNCTION OF TRUNK HIGHWAY
 DK2794'61 AND COUNTY ROAD 8 EAST IN HUGO, AT TRUNK HIGHWAY 61 MILE POINT
 DK2794'151.05, 61.5 FT (18.7 M) EAST OF TRUNK HIGHWAY 61, 10.3 FT (3.1 M)
 DK2794'NORTH OF STREET SIGN, 0.8 FT (0.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0156 ***********************************************************************
 QO0156  DESIGNATION -  1301 B
 QO0156  PID         -  QO0156
 QO0156  STATE/COUNTY-  MN/CHISAGO
 QO0156  COUNTRY     -  US
 QO0156  USGS QUAD   -  FOREST LAKE (1993)
 QO0156
 QO0156                         *CURRENT SURVEY CONTROL
 QO0156  ______________________________________________________________________
 QO0156* NAD 83(1986) POSITION- 45 22 27.49   (N) 092 53 11.23   (W)   HD_HELD1  
 QO0156* NAVD 88 ORTHO HEIGHT -   280.365  (meters)     919.83  (feet) ADJUSTED  
 QO0156  ______________________________________________________________________
 QO0156  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0156  DYNAMIC HEIGHT  -        280.365 (meters)      919.83  (feet) COMP
 QO0156  MODELED GRAVITY -    980,607.9   (mgal)                       NAVD 88
 QO0156
 QO0156  VERT ORDER      -  SECOND    CLASS I
 QO0156
 QO0156.The horizontal coordinates were established by differentially corrected
 QO0156.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0156.
 QO0156.The orthometric height was determined by differential leveling and
 QO0156.adjusted in June 1991.
 QO0156
 QO0156.Photographs are available for this station.
 QO0156
 QO0156.The dynamic height is computed by dividing the NAVD 88
 QO0156.geopotential number by the normal gravity value computed on the
 QO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0156.degrees latitude (g = 980.6199 gals.).
 QO0156
 QO0156.The modeled gravity was interpolated from observed gravity values.
 QO0156
 QO0156;                    North         East    Units  Estimated Accuracy
 QO0156;SPC MN C     -   142,522.8     906,810.4     MT  (+/- 3 meters HH1 GPS) 
 QO0156
 QO0156                          SUPERSEDED SURVEY CONTROL
 QO0156
 QO0156  NGVD 29 (??/??/92)  280.327  (m)          919.71   (f) ADJ UNCH    2 1
 QO0156
 QO0156.Superseded values are not recommended for survey control.
 QO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0156.See file dsdata.txt to determine how the superseded data were derived.
 QO0156
 QO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0889024538(NAD 83)
 QO0156
 QO0156_MARKER: DV = VERTICAL CONTROL DISK
 QO0156_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0156_STAMPING: 1301 B 1975
 QO0156_MARK LOGO: MNHD  
 QO0156_PROJECTION: FLUSH
 QO0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0156+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0156_ROD/PIPE-DEPTH:  4.9 meters
 QO0156
 QO0156  HISTORY     - Date     Condition        Report By
 QO0156  HISTORY     - 1975     MONUMENTED       MNHD
 QO0156  HISTORY     - 20070618 GOOD             MNDT
 QO0156
 QO0156                          STATION DESCRIPTION
 QO0156
 QO0156'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0156'IN CHISAGO CITY.
 QO0156'THE MARK IS LOCATED IN CHISAGO CITY, 0.2 MILES NORTHEAST ALONG T.H. 8
 QO0156'FROM THE JUNCTION OF T.H. 8 AND COUNTY ROADS 77 (NORTH) 24 (SOUTH) AT
 QO0156'THE CITY MUNICIPAL BUILDING.  IT IS 156.6 FEET SOUTH OF, AND LEVEL
 QO0156'WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT 9.1, 54 FEET WEST OF THE
 QO0156'CENTER OF EAST STREET AND 0.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 QO0156'1 STORY CONCRETE BLOCK BUILDING.  IT IS A VERTICAL CONTROL MONUMENT
 QO0156'DISK CRIMPED TO 16 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE
 QO0156'GROUND.  SE 1/4 SECTION 6, T 33N, R 20W.
 QO0156
 QO0156                          STATION RECOVERY (2007)
 QO0156
 QO0156'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0156'AT CHISAGO CITY, 0.2 MILES NORTHEAST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0156'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 77 (NORTH) AND COUNTY ROAD
 QO0156'24 (SOUTH), AT TRUNK HIGHWAY 8 MILEPOINT 9.1, 156.6 FEET SOUTH OF
 QO0156'TRUNK HIGHWAY 8, 54 FEET WEST OF EAST STREET, 30.4 FEET WEST OF
 QO0156'NORTHEAST CORNER OF FIRE DEPARTMENT BUILDING, 1 FOOT WEST OF RETAINJNG
 QO0156'WALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0159 ***********************************************************************
 QO0159  DESIGNATION -  1301 D
 QO0159  PID         -  QO0159
 QO0159  STATE/COUNTY-  MN/CHISAGO
 QO0159  COUNTRY     -  US
 QO0159  USGS QUAD   -  LINDSTROM (1974)
 QO0159
 QO0159                         *CURRENT SURVEY CONTROL
 QO0159  ______________________________________________________________________
 QO0159* NAD 83(1986) POSITION- 45 23 23.     (N) 092 50 45.     (W)   SCALED    
 QO0159* NAVD 88 ORTHO HEIGHT -   285.658  (meters)     937.20  (feet) ADJUSTED  
 QO0159  ______________________________________________________________________
 QO0159  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 QO0159  DYNAMIC HEIGHT  -        285.659 (meters)      937.20  (feet) COMP
 QO0159  MODELED GRAVITY -    980,613.7   (mgal)                       NAVD 88
 QO0159
 QO0159  VERT ORDER      -  SECOND    CLASS I
 QO0159
 QO0159.The horizontal coordinates were scaled from a topographic map and have
 QO0159.an estimated accuracy of +/- 6 seconds.
 QO0159.
 QO0159.The orthometric height was determined by differential leveling and
 QO0159.adjusted in June 1991.
 QO0159
 QO0159.Photographs are available for this station.
 QO0159
 QO0159.The dynamic height is computed by dividing the NAVD 88
 QO0159.geopotential number by the normal gravity value computed on the
 QO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0159.degrees latitude (g = 980.6199 gals.).
 QO0159
 QO0159.The modeled gravity was interpolated from observed gravity values.
 QO0159
 QO0159;                    North         East    Units  Estimated Accuracy
 QO0159;SPC MN C     -   144,290.      909,960.      MT  (+/- 180 meters Scaled)
 QO0159
 QO0159                          SUPERSEDED SURVEY CONTROL
 QO0159
 QO0159  NGVD 29 (??/??/92)  285.621  (m)          937.07   (f) ADJ UNCH    2 1
 QO0159
 QO0159.Superseded values are not recommended for survey control.
 QO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0159.See file dsdata.txt to determine how the superseded data were derived.
 QO0159
 QO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL120262(NAD 83)
 QO0159
 QO0159_MARKER: DB = BENCH MARK DISK
 QO0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0159_SP_SET: CONCRETE FOOTING
 QO0159_STAMPING: 1301 D 1975
 QO0159_MARK LOGO: MNHD  
 QO0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0159+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0159
 QO0159  HISTORY     - Date     Condition        Report By
 QO0159  HISTORY     - 1975     MONUMENTED       MNHD
 QO0159  HISTORY     - 20070618 GOOD             MNDT
 QO0159
 QO0159                          STATION DESCRIPTION
 QO0159
 QO0159'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0159'IN LINDSTROM.
 QO0159'THE MARK IS LOCATED IN LINDSTROM 0.25 MILES WEST ALONG T.H. 8 FROM THE
 QO0159'JUNCTION OF T.H. 8 AND COUNTY ROAD 25 (SOUTH), 1/2 BLOCK NORTH OF T.H.
 QO0159'8 AT MILEPOINT 11.6 AND 1/2 BLOCK WEST OF COUNTY ROAD 20 (OAK STREET)
 QO0159'NORTH.  IT IS 93 FEET SOUTH OF THE CENTER OF FIRST STREET NORTH, 24.8
 QO0159'FEET NORTHEAST OF THE NORTHWEST CORNER OF A 1 STORY CONCRETE BLOCK
 QO0159'BUILDING (MUNICIPAL LIQUOR STORE) AND 10.5 FEET NORTH OF THE NORTH
 QO0159'WALL.  IT IS A BENCH MARK DISK CEMENTED IN THE SOUTH CORNER OF THE
 QO0159'CONCRETE BASE OF THE SOUTHEAST LEG OF THE LINDSTROM WATER TOWER LEVEL
 QO0159'WITH THE LAWN.  NE 1/4 SECTION 33, T 34, R 20W.
 QO0159
 QO0159                          STATION RECOVERY (2007)
 QO0159
 QO0159'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0159'AT LINDSTROM, AT TRUNK HIGHWAY 8 MILEPOINT 11.6, 0.25 MILES WEST OF
 QO0159'COUNTY ROAD 25 SOUTH ALONG TRUNK HIGHWAY 8 FROM JUNCTION OF TRUNK
 QO0159'HIGHWAY 8 AND COUNTY ROAD 25, 0.5 BLOCK NORTH OF TRUNK HIGHWAY 8, 0.5
 QO0159'BLOCK WEST OF COUNTY ROAD 20 (OAK STREET), 93 FEET SOUTH OF FIRST
 QO0159'STREET NORTH, 24.8 FEET NORTHEAST OF NORTHWEST CORNER OF LIQUOR STORE,
 QO0159'10.5 FEET NORTH OF NORTH WALL, IN SOUTH CORNER OF SOUTHEAST LEG OF
 QO0159'WATER TOWER, GPS 400 FEET FROM WATER/NEW PAVING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0163 ***********************************************************************
 QO0163  DESIGNATION -  1301 H
 QO0163  PID         -  QO0163
 QO0163  STATE/COUNTY-  MN/CHISAGO
 QO0163  COUNTRY     -  US
 QO0163  USGS QUAD   -  LINDSTROM (1974)
 QO0163
 QO0163                         *CURRENT SURVEY CONTROL
 QO0163  ______________________________________________________________________
 QO0163* NAD 83(1986) POSITION- 45 23 01.24   (N) 092 47 42.03   (W)   HD_HELD1  
 QO0163* NAVD 88 ORTHO HEIGHT -   284.747  (meters)     934.21  (feet) ADJUSTED  
 QO0163  ______________________________________________________________________
 QO0163  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 QO0163  DYNAMIC HEIGHT  -        284.751 (meters)      934.22  (feet) COMP
 QO0163  MODELED GRAVITY -    980,620.5   (mgal)                       NAVD 88
 QO0163
 QO0163  VERT ORDER      -  SECOND    CLASS I
 QO0163
 QO0163.The horizontal coordinates were established by differentially corrected
 QO0163.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0163.
 QO0163.The orthometric height was determined by differential leveling and
 QO0163.adjusted in June 1991.
 QO0163
 QO0163.Photographs are available for this station.
 QO0163
 QO0163.The dynamic height is computed by dividing the NAVD 88
 QO0163.geopotential number by the normal gravity value computed on the
 QO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0163.degrees latitude (g = 980.6199 gals.).
 QO0163
 QO0163.The modeled gravity was interpolated from observed gravity values.
 QO0163
 QO0163;                    North         East    Units  Estimated Accuracy
 QO0163;SPC MN C     -   143,692.1     913,953.5     MT  (+/- 3 meters HH1 GPS) 
 QO0163
 QO0163                          SUPERSEDED SURVEY CONTROL
 QO0163
 QO0163  NGVD 29 (??/??/92)  284.713  (m)          934.10   (f) ADJ UNCH    2 1
 QO0163
 QO0163.Superseded values are not recommended for survey control.
 QO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0163.See file dsdata.txt to determine how the superseded data were derived.
 QO0163
 QO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1604825594(NAD 83)
 QO0163
 QO0163_MARKER: DV = VERTICAL CONTROL DISK
 QO0163_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0163_STAMPING: 1301 H 1975
 QO0163_MARK LOGO: MNDT  
 QO0163_PROJECTION: RECESSED 5 CENTIMETERS
 QO0163_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0163+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0163_ROD/PIPE-DEPTH:  7.3 meters
 QO0163
 QO0163  HISTORY     - Date     Condition        Report By
 QO0163  HISTORY     - 1975     MONUMENTED       MNDT
 QO0163  HISTORY     - 20041006 GOOD             MNDT
 QO0163  HISTORY     - 20070618 GOOD             MNDT
 QO0163
 QO0163                          STATION DESCRIPTION
 QO0163
 QO0163'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0163'1.2 MI SE FROM CENTER CITY.
 QO0163'THE MARK IS LOCATED 1.3 MILES SOUTHEAST ALONG T.H. 8 FROM THE JUNCTION
 QO0163'OF T.H. 8 AND COUNTY ROAD 9 (NORTH) IN CENTER CITY AND AT THE JUNCTION
 QO0163'OF T.H. 8 AND COUNTY ROAD 26 (SOUTH) AND COUNTY ROAD 82 (NORTH). IT IS
 QO0163'0.05 MILES NORTH OF T.H. 8 AT MILEPOINT 14.3, 31 FEET EAST OF, AND
 QO0163'LEVEL WITH THE CENTER OF COUNTY ROAD 82, 69.3 FEET EAST-NORTHEAST OF
 QO0163'BURIED TELEPHONE CABLE MARKER NUMBER B-53, 27.4 FEET NORTH-NORTHEAST
 QO0163'OF THE NORTH END OF AN 18 INCH METAL CULVERT UNDER A FIELD ENTRANCE
 QO0163'EAST AND 2.0 FEET SOUTH OF A POWER POLE.  IT IS A VERTICAL CONTROL
 QO0163'MONUMENT DISK CRIMPED TO 24 FEET OF COPPER-CLAD STEEL ROD PROJECTING 3
 QO0163'INCHES ABOVE GROUND AND 0.8 FEET SOUTH OF A STEEL WITNESS POST. SW 1/4
 QO0163'SECTION 36, T 34N, R 20W.
 QO0163
 QO0163                          STATION RECOVERY (2004)
 QO0163
 QO0163'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QO0163'1.2 MI (1.9 KM) SOUTHEAST FROM CENTER CITY, 1.3 MI (2.1 KM) SOUTHEAST
 QO0163'ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY
 QO0163'ROAD 9 (NORTH) IN CENTER CITY AND AT THE JUNCTION OF TRUNK HIGHWAY 8
 QO0163'AND COUNTY ROAD 26 (SOUTH) AND COUNTY ROAD 82 (NORTH), AT TRUNK
 QO0163'HIGHWAY 8 MILE POINT 14.3, 0.05 MI (0.1 KM) NORTH OF TRUNK HIGHWAY 8,
 QO0163'31 FT (9.4 M) EAST OF COUNTY ROAD 82, 69.3 FT (21.1 M) EAST-NORTHEAST
 QO0163'OF CABLE MARKER, 27.4 FT (8.4 M) NORTH-NORTHEAST OF CULVERT UNDER
 QO0163'FIELD ENTRANCE EAST, 2 FT (0.6 M) SOUTH OF POWER POLE, 0.8 FT (24 CM)
 QO0163'SOUTH OF A WITNESS POST
 QO0163
 QO0163                          STATION RECOVERY (2007)
 QO0163
 QO0163'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0163'1.2 MILES SOUTHEAST FROM CENTER CITY, 1.3 MILES SOUTHEAST ALONG TRUNK
 QO0163'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 9
 QO0163'(NORTH) IN CENTER CITY AND AT THE JUNCTION OF TRUNK HIGHWAY 8 AND
 QO0163'COUNTY ROAD 26 (SOUTH) AND COUNTY ROAD 82 (NORTH), AT TRUNK HIGHWAY 8
 QO0163'MILEPOINT 14.3, 0.05 MILES NORTH OF TRUNK HIGHWAY 8, 31 FEET EAST OF
 QO0163'COUNTY ROAD 82, 69.3 FEET EAST-NORTHEAST OF CABLE MARKER, 27.4 FEET
 QO0163'NORTH-NORTHEAST OF CULVERT UNDER FIELD ENTRANCE EAST, 2 FEET SOUTH OF
 QO0163'POWER POLE, 0.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0165 ***********************************************************************
 QO0165  DESIGNATION -  1301 J
 QO0165  PID         -  QO0165
 QO0165  STATE/COUNTY-  MN/CHISAGO
 QO0165  COUNTRY     -  US
 QO0165  USGS QUAD   -  LINDSTROM (1974)
 QO0165
 QO0165                         *CURRENT SURVEY CONTROL
 QO0165  ______________________________________________________________________
 QO0165* NAD 83(1986) POSITION- 45 22 57.     (N) 092 45 06.     (W)   SCALED    
 QO0165* NAVD 88 ORTHO HEIGHT -   287.775  (meters)     944.14  (feet) ADJUSTED  
 QO0165  ______________________________________________________________________
 QO0165  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 QO0165  DYNAMIC HEIGHT  -        287.780 (meters)      944.16  (feet) COMP
 QO0165  MODELED GRAVITY -    980,624.1   (mgal)                       NAVD 88
 QO0165
 QO0165  VERT ORDER      -  SECOND    CLASS I
 QO0165
 QO0165.The horizontal coordinates were scaled from a topographic map and have
 QO0165.an estimated accuracy of +/- 6 seconds.
 QO0165.
 QO0165.The orthometric height was determined by differential leveling and
 QO0165.adjusted in June 1991.
 QO0165
 QO0165.Photographs are available for this station.
 QO0165
 QO0165.The dynamic height is computed by dividing the NAVD 88
 QO0165.geopotential number by the normal gravity value computed on the
 QO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0165.degrees latitude (g = 980.6199 gals.).
 QO0165
 QO0165.The modeled gravity was interpolated from observed gravity values.
 QO0165
 QO0165;                    North         East    Units  Estimated Accuracy
 QO0165;SPC MN C     -   143,620.      917,350.      MT  (+/- 180 meters Scaled)
 QO0165
 QO0165                          SUPERSEDED SURVEY CONTROL
 QO0165
 QO0165  NGVD 29 (??/??/92)  287.742  (m)          944.03   (f) ADJ UNCH    2 1
 QO0165
 QO0165.Superseded values are not recommended for survey control.
 QO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0165.See file dsdata.txt to determine how the superseded data were derived.
 QO0165
 QO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL194254(NAD 83)
 QO0165
 QO0165_MARKER: DV = VERTICAL CONTROL DISK
 QO0165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0165_STAMPING: 1301 J 1975
 QO0165_MARK LOGO: MNHD  
 QO0165_PROJECTION: FLUSH
 QO0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0165+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2007
 QO0165_ROD/PIPE-DEPTH:  7.3 meters
 QO0165
 QO0165  HISTORY     - Date     Condition        Report By
 QO0165  HISTORY     - 1975     MONUMENTED       MNHD
 QO0165  HISTORY     - 20071109 POOR             MNDT
 QO0165
 QO0165                          STATION DESCRIPTION
 QO0165
 QO0165'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0165'IN SHAFER.
 QO0165'THE MARK IS LOCATED IN SHAFER, 0.15 MILES WEST ALONG T.H. 8 FROM THE
 QO0165'JUNCTION OF T.H. 8 AND 21.  IT IS 142.7 FEET NORTH OF, AND LEVEL WITH
 QO0165'THE CENTERLINE OF T.H. 8 AT MILEPOINT 16.45, 25.6 FEET SOUTHEAST OF A
 QO0165'TOWNSHIP ROAD CENTER, 15.2 FEET SOUTHEAST OF A FIRE HYDRANT, 41.8 FEET
 QO0165'EAST OF BURIED CABLE MARKER POST NUMBER B-72, AND 2.4 FEET WEST OF
 QO0165'POWER POLE NUMBER 35.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED
 QO0165'TO 24 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 0.6
 QO0165'FEET WEST OF A STEEL WITNESS POST.  SW 1/4 SECTION 32, T 34N, R 19W.
 QO0165
 QO0165                          STATION RECOVERY (2007)
 QO0165
 QO0165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0165'AT SHAFER, 0.15 MILES WEST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF
 QO0165'COUNTY ROAD 21 AND TRUNK HIGHWAY 8, AT TRUNK HIGHWAY 8 MILEPOINT
 QO0165'16.45, 142.7 FEET NORTH OF TRUNK HIGHWAY 8, 25.6 FEET SOUTHEAST OF
 QO0165'TOWNSHIP ROAD, 48.8 FEET NORTH EAST OF FIREHYDRANT, 11.8 FEET EAST OF
 QO0165'CABLE MARKER(B72), 0.6 FEET WEST OF WITNESS POST 36.5 FEET NORTHWEST
 QO0165'OF SOUTHWEST CORNER OF SNOWMOBILE DEALERS BUILDING, 82.5 FEET SOUTH OF
 QO0165'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0166 ***********************************************************************
 QO0166  DESIGNATION -  1301 K
 QO0166  PID         -  QO0166
 QO0166  STATE/COUNTY-  MN/CHISAGO
 QO0166  COUNTRY     -  US
 QO0166  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0166
 QO0166                         *CURRENT SURVEY CONTROL
 QO0166  ______________________________________________________________________
 QO0166* NAD 83(1986) POSITION- 45 22 58.     (N) 092 44 27.     (W)   SCALED    
 QO0166* NAVD 88 ORTHO HEIGHT -   286.454  (meters)     939.81  (feet) ADJUSTED  
 QO0166  ______________________________________________________________________
 QO0166  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 QO0166  DYNAMIC HEIGHT  -        286.459 (meters)      939.82  (feet) COMP
 QO0166  MODELED GRAVITY -    980,624.5   (mgal)                       NAVD 88
 QO0166
 QO0166  VERT ORDER      -  SECOND    CLASS I
 QO0166
 QO0166.The horizontal coordinates were scaled from a topographic map and have
 QO0166.an estimated accuracy of +/- 6 seconds.
 QO0166.
 QO0166.The orthometric height was determined by differential leveling and
 QO0166.adjusted in June 1991.
 QO0166
 QO0166.The dynamic height is computed by dividing the NAVD 88
 QO0166.geopotential number by the normal gravity value computed on the
 QO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0166.degrees latitude (g = 980.6199 gals.).
 QO0166
 QO0166.The modeled gravity was interpolated from observed gravity values.
 QO0166
 QO0166;                    North         East    Units  Estimated Accuracy
 QO0166;SPC MN C     -   143,670.      918,200.      MT  (+/- 180 meters Scaled)
 QO0166
 QO0166                          SUPERSEDED SURVEY CONTROL
 QO0166
 QO0166  NGVD 29 (??/??/92)  286.421  (m)          939.70   (f) ADJ UNCH    2 1
 QO0166
 QO0166.Superseded values are not recommended for survey control.
 QO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0166.See file dsdata.txt to determine how the superseded data were derived.
 QO0166
 QO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL202255(NAD 83)
 QO0166
 QO0166_MARKER: DB = BENCH MARK DISK
 QO0166_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0166_SP_SET: HEADWALL BOX CULVERT
 QO0166_STAMPING: 1301 K 1975
 QO0166_MARK LOGO: MNHD  
 QO0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0166+STABILITY: SURFACE MOTION
 QO0166
 QO0166  HISTORY     - Date     Condition        Report By
 QO0166  HISTORY     - 1975     MONUMENTED       MNDT
 QO0166  HISTORY     - 20070618 MARK NOT FOUND   MNDT
 QO0166
 QO0166                          STATION DESCRIPTION
 QO0166
 QO0166'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0166'0.4 MI E FROM SHAFER.
 QO0166'THE MARK IS LOCATED 0.4 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0166'T.H. 8 AND COUNTY ROAD 21 AT SHAFER AND 1.8 MILES WEST OF T.H. 95
 QO0166'SOUTH.  IT IS 22 FEET NORTH OF, AND 0.5 FEET LOWER THAN THE CENTERLINE
 QO0166'OF T.H. 8 AND 60.0 FEET NORTH-NORTHEAST OF T.H. 8 MILEPOST NUMBER 17.
 QO0166'IT IS A BENCH MARK DISK CEMENTED IN THE CENTER OF THE NORTH HEADWALL
 QO0166'OF A 4 BY 10 FOOT CONCRETE BOX CULVERT UNDER T.H. 8. THIS HEADWALL IS
 QO0166'ALSO A 20 FOOT LONG CONCRETE RETAINING WALL FOR THE NORTH SHOULDER OF
 QO0166'TRUNK HIGHWAY 8.  SE 1/4 SECTION 32, T 34N, R 19W.
 QO0166
 QO0166                          STATION RECOVERY (2007)
 QO0166
 QO0166'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0166'0.4 MILES EAST FROM SHAFER, 0.4 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0166'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, 1.8
 QO0166'MILES WEST OF TRUNK HIGHWAY 95 SOUTH, 22 FEET NORTH OF TRUNK HIGHWAY
 QO0166'8, 60 FEET NORTH-NORTHEAST OF MILEPOST 17, IN NORTH HEADWALL OF TRUNK
 QO0166'HIGHWAY 8 METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0167 ***********************************************************************
 QO0167  DESIGNATION -  1301 L
 QO0167  PID         -  QO0167
 QO0167  STATE/COUNTY-  MN/CHISAGO
 QO0167  COUNTRY     -  US
 QO0167  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0167
 QO0167                         *CURRENT SURVEY CONTROL
 QO0167  ______________________________________________________________________
 QO0167* NAD 83(1986) POSITION- 45 22 59.16   (N) 092 43 12.31   (W)   HD_HELD1  
 QO0167* NAVD 88 ORTHO HEIGHT -   283.974  (meters)     931.67  (feet) ADJUSTED  
 QO0167  ______________________________________________________________________
 QO0167  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 QO0167  DYNAMIC HEIGHT  -        283.979 (meters)      931.69  (feet) COMP
 QO0167  MODELED GRAVITY -    980,624.8   (mgal)                       NAVD 88
 QO0167
 QO0167  VERT ORDER      -  SECOND    CLASS I
 QO0167
 QO0167.The horizontal coordinates were established by differentially corrected
 QO0167.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0167.
 QO0167.The orthometric height was determined by differential leveling and
 QO0167.adjusted in June 1991.
 QO0167
 QO0167.Photographs are available for this station.
 QO0167
 QO0167.The dynamic height is computed by dividing the NAVD 88
 QO0167.geopotential number by the normal gravity value computed on the
 QO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0167.degrees latitude (g = 980.6199 gals.).
 QO0167
 QO0167.The modeled gravity was interpolated from observed gravity values.
 QO0167
 QO0167;                    North         East    Units  Estimated Accuracy
 QO0167;SPC MN C     -   143,738.4     919,821.9     MT  (+/- 3 meters HH1 GPS) 
 QO0167
 QO0167                          SUPERSEDED SURVEY CONTROL
 QO0167
 QO0167  NGVD 29 (??/??/92)  283.942  (m)          931.57   (f) ADJ UNCH    2 1
 QO0167
 QO0167.Superseded values are not recommended for survey control.
 QO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0167.See file dsdata.txt to determine how the superseded data were derived.
 QO0167
 QO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2191325547(NAD 83)
 QO0167
 QO0167_MARKER: DV = VERTICAL CONTROL DISK
 QO0167_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0167_STAMPING: 1301 L 1975
 QO0167_MARK LOGO: MNHD  
 QO0167_PROJECTION: FLUSH
 QO0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0167+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0167_ROD/PIPE-DEPTH:  9.4 meters
 QO0167
 QO0167  HISTORY     - Date     Condition        Report By
 QO0167  HISTORY     - 1975     MONUMENTED       MNHD
 QO0167  HISTORY     - 20070618 GOOD             MNDT
 QO0167
 QO0167                          STATION DESCRIPTION
 QO0167
 QO0167'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0167'1.4 MI E FROM SHAFER.
 QO0167'THE MARK IS LOCATED 1.4 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0167'T.H. 8 AND COUNTY ROAD 21 AT SHAFER AND 0.8 MILES WEST OF T.H. 95
 QO0167'SOUTH.  IT IS 75.9 FEET NORTH OF, AND LEVEL WITH THE CENTERLINE OF
 QO0167'T.H. 8 AT MILEPOINT 17.95, 44.5 FEET WEST OF UNDERGROUND CABLE MARKER
 QO0167'NUMBER B-47, 27.6 FEET NORTHWEST OF A 30 INCH ELM TREE, 20 FEET EAST
 QO0167'OF THE CENTER OF A FIELD ENTRANCE NORTH, 11.3 FEET EAST OF A STEEL
 QO0167'GATE POST, AND 1.3 FEET SOUTH OF A FENCELINE.  IT IS A VERTICAL
 QO0167'CONTROL MONUMENT DISK CRIMPED TO 31 FEET OF COPPER-CLAD STEEL ROD SET
 QO0167'FLUSH WITH THE GROUND, 0.5 FEET SOUTH OF A STEEL WITNESS POST. SE 1/4
 QO0167'SECTION 33, T 34N, R 19W.
 QO0167
 QO0167                          STATION RECOVERY (2007)
 QO0167
 QO0167'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0167'1.4 MILES EAST FROM SHAFER, 1.4 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0167'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT TRUNK
 QO0167'HIGHWAY 8 MILEPOINT 17.95, 0.8 MILES WEST OF TRUNK HIGHWAY 95 SOUTH,
 QO0167'75.9 FEET NORTH OF TRUNK HIGHWAY 8, 44.5 FEET WEST OF CABLE MARKER, 20
 QO0167'FEET EAST OF FIELD ENTRANCE NORTH, 1.0 FOOT EAST WOOD OF GATE POST,
 QO0167'0.5 FEET SOUTH OF FENCELINE, 0.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0169 ***********************************************************************
 QO0169  DESIGNATION -  1301 M
 QO0169  PID         -  QO0169
 QO0169  STATE/COUNTY-  MN/CHISAGO
 QO0169  COUNTRY     -  US
 QO0169  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0169
 QO0169                         *CURRENT SURVEY CONTROL
 QO0169  ______________________________________________________________________
 QO0169* NAD 83(1986) POSITION- 45 22 57.98   (N) 092 41 35.70   (W)   HD_HELD1  
 QO0169* NAVD 88 ORTHO HEIGHT -   274.581  (meters)     900.85  (feet) ADJUSTED  
 QO0169  ______________________________________________________________________
 QO0169  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0169  DYNAMIC HEIGHT  -        274.586 (meters)      900.87  (feet) COMP
 QO0169  MODELED GRAVITY -    980,625.1   (mgal)                       NAVD 88
 QO0169
 QO0169  VERT ORDER      -  SECOND    CLASS I
 QO0169
 QO0169.The horizontal coordinates were established by differentially corrected
 QO0169.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0169.
 QO0169.The orthometric height was determined by differential leveling and
 QO0169.adjusted in June 1991.
 QO0169
 QO0169.Photographs are available for this station.
 QO0169
 QO0169.The dynamic height is computed by dividing the NAVD 88
 QO0169.geopotential number by the normal gravity value computed on the
 QO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0169.degrees latitude (g = 980.6199 gals.).
 QO0169
 QO0169.The modeled gravity was interpolated from observed gravity values.
 QO0169
 QO0169;                    North         East    Units  Estimated Accuracy
 QO0169;SPC MN C     -   143,743.0     921,924.1     MT  (+/- 3 meters HH1 GPS) 
 QO0169
 QO0169                          SUPERSEDED SURVEY CONTROL
 QO0169
 QO0169  NGVD 29 (??/??/92)  274.550  (m)          900.75   (f) ADJ UNCH    2 1
 QO0169
 QO0169.Superseded values are not recommended for survey control.
 QO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0169.See file dsdata.txt to determine how the superseded data were derived.
 QO0169
 QO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2401525518(NAD 83)
 QO0169
 QO0169_MARKER: DV = VERTICAL CONTROL DISK
 QO0169_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0169_STAMPING: 1301 M 1975
 QO0169_MARK LOGO: MNHD  
 QO0169_PROJECTION: FLUSH
 QO0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0169+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0169_ROD/PIPE-DEPTH:  7.0 meters
 QO0169
 QO0169  HISTORY     - Date     Condition        Report By
 QO0169  HISTORY     - 1975     MONUMENTED       MNHD
 QO0169  HISTORY     - 20070618 GOOD             MNDT
 QO0169
 QO0169                          STATION DESCRIPTION
 QO0169
 QO0169'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0169'2.7 MI E FROM SHAFER.
 QO0169'THE MARK IS LOCATED 2.7 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0169'T.H. 8 AND COUNTY ROAD 21 AT SHAFER, 0.5 MILES EAST OF T.H. 95 SOUTH
 QO0169'AND 2.8 MILES SOUTHWEST OF T.H. 95 (NORTH) IN ST. CROIX FALLS, 0.05
 QO0169'MILES WEST OF A RED BRICK SILO.  IT IS 49.5 FEET NORTH OF, AND LEVEL
 QO0169'WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT 19.3, 132 FEET SOUTHEAST OF
 QO0169'THE CENTER OF A TOWNSHIP ROAD, 43.5 FEET WEST-NORTHWEST OF THE WEST
 QO0169'END OF A 24 INCH METAL CULVERT UNDER A FIELD ENTRANCE NORTH, 36.6 FEET
 QO0169'WEST OF A STEEL FENCE CORNER POST, AND 28 FEET WEST OF A POWER POLE.
 QO0169'IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 23 FEET OF
 QO0169'COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 1.2 FEET SOUTH OF A
 QO0169'STEEL WITNESS POST.  SE 1/4 SECTION 3, T 33N, R 19W.
 QO0169
 QO0169                          STATION RECOVERY (2007)
 QO0169
 QO0169'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0169'2.7 MILES EAST FROM SHAFER, 2.7 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0169'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, 0.5
 QO0169'MILES EAST OF TRUNK HIGHWAY 95 SOUTH, 0.05 MILES WEST OF SILO, 49.5
 QO0169'FEET NORTH OF TRUNK HIGHWAY 8, AT TRUNK HIGHWAY 8 MILEPOINT 19.3, 132
 QO0169'FEET SOUTHEAST OF TOWNSHIP ROAD, 43.5 FEET WEST-NORTHWEST OF CULVERT
 QO0169'UNDER FIELD ENTRANCE NORTH, 36.6 FEET WEST OF FENCE CORNER, 28 FEET
 QO0169'WEST OF POWER POLE, 1.2 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0170 ***********************************************************************
 QO0170  DESIGNATION -  1301 N
 QO0170  PID         -  QO0170
 QO0170  STATE/COUNTY-  MN/CHISAGO
 QO0170  COUNTRY     -  US
 QO0170  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0170
 QO0170                         *CURRENT SURVEY CONTROL
 QO0170  ______________________________________________________________________
 QO0170* NAD 83(1986) POSITION- 45 23 06.     (N) 092 40 34.     (W)   SCALED    
 QO0170* NAVD 88 ORTHO HEIGHT -   249.458  (meters)     818.43  (feet) ADJUSTED  
 QO0170  ______________________________________________________________________
 QO0170  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO0170  DYNAMIC HEIGHT  -        249.462 (meters)      818.44  (feet) COMP
 QO0170  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 QO0170
 QO0170  VERT ORDER      -  SECOND    CLASS I
 QO0170
 QO0170.The horizontal coordinates were scaled from a topographic map and have
 QO0170.an estimated accuracy of +/- 6 seconds.
 QO0170.
 QO0170.The orthometric height was determined by differential leveling and
 QO0170.adjusted in June 1991.
 QO0170
 QO0170.The dynamic height is computed by dividing the NAVD 88
 QO0170.geopotential number by the normal gravity value computed on the
 QO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0170.degrees latitude (g = 980.6199 gals.).
 QO0170
 QO0170.The modeled gravity was interpolated from observed gravity values.
 QO0170
 QO0170;                    North         East    Units  Estimated Accuracy
 QO0170;SPC MN C     -   144,020.      923,260.      MT  (+/- 180 meters Scaled)
 QO0170
 QO0170                          SUPERSEDED SURVEY CONTROL
 QO0170
 QO0170  NGVD 29 (??/??/92)  249.427  (m)          818.33   (f) ADJ UNCH    2 1
 QO0170
 QO0170.Superseded values are not recommended for survey control.
 QO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0170.See file dsdata.txt to determine how the superseded data were derived.
 QO0170
 QO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL253257(NAD 83)
 QO0170
 QO0170_MARKER: DB = BENCH MARK DISK
 QO0170_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QO0170_SP_SET: SANDSTONE LEDGE
 QO0170_STAMPING: 1301 N 1975
 QO0170_MARK LOGO: MNHD  
 QO0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0170
 QO0170  HISTORY     - Date     Condition        Report By
 QO0170  HISTORY     - 1975     MONUMENTED       MNDT
 QO0170  HISTORY     - 20070618 MARK NOT FOUND   MNDT
 QO0170
 QO0170                          STATION DESCRIPTION
 QO0170
 QO0170'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0170'1.8 MI SW FROM TAYLORS FALLS.
 QO0170'THE MARK IS LOCATED 1.9 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0170'OF T.H. 8 AND T.H. 95 (NORTH) IN TAYLORS FALLS AND 1.45 MILES EAST OF
 QO0170'T.H. 95 SOUTH.  IT IS 33.6 FEET NORTHWEST OF, AND 2 FEET LOWER THAN
 QO0170'THE CENTERLINE OF T.H. 8 AT MILEPOINT 20.25, 34.3 FEET WEST OF THE
 QO0170'SOUTHEAST LEG OF A T.H. 8 WESTBOUND SIGN NO PASSING, AND 22 FEET
 QO0170'NORTHEAST OF THE SOUTHWEST END OF AN EXPOSED LEDGE OF SANDSTONE. IT IS
 QO0170'A BENCH MARK DISK CEMENTED IN A SANDSTONE LEDGE, 2 FEET HIGHER THAN
 QO0170'THE DITCH BOTTOM AND 6.3 FEET SOUTHWEST OF A STEEL WITNESS POST. SW
 QO0170'1/4 SECTION 35, T 34N, R 19W.
 QO0170
 QO0170                          STATION RECOVERY (2007)
 QO0170
 QO0170'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0170'1.8 MILES SOUTHWEST OF TAYLORS FALLS, 1.9 MILES SOUTHWEST ALONG TRUNK
 QO0170'HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY 95
 QO0170'(NORTH) AT TAYLORS FALLS, AT TRUNK HIGHWAY 8 MILEPOINT 20.25, 1.45
 QO0170'MILES EAST OF TRUNK HIGHWAY 95 SOUTH, 33.6 FEET NORTHWEST OF TRUNK
 QO0170'HIGHWAY 8, 22 FEET NORTHEAST OF SOUTHWEST END OF SANDSTONE LEDGE, 6.0
 QO0170'FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0171 ***********************************************************************
 QO0171  DESIGNATION -  1301 P
 QO0171  PID         -  QO0171
 QO0171  STATE/COUNTY-  MN/CHISAGO
 QO0171  COUNTRY     -  US
 QO0171  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0171
 QO0171                         *CURRENT SURVEY CONTROL
 QO0171  ______________________________________________________________________
 QO0171* NAD 83(1986) POSITION- 45 23 14.1    (N) 092 40 22.1    (W)   HD_HELD2  
 QO0171* NAVD 88 ORTHO HEIGHT -   229.198  (meters)     751.96  (feet) ADJUSTED  
 QO0171  ______________________________________________________________________
 QO0171  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO0171  DYNAMIC HEIGHT  -        229.201 (meters)      751.97  (feet) COMP
 QO0171  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 QO0171
 QO0171  VERT ORDER      -  SECOND    CLASS I
 QO0171
 QO0171.The horizontal coordinates were established by autonomous hand held GPS
 QO0171.observations and have an estimated accuracy of +/- 10 meters.
 QO0171.
 QO0171.The orthometric height was determined by differential leveling and
 QO0171.adjusted in June 1991.
 QO0171
 QO0171.Photographs are available for this station.
 QO0171
 QO0171.The dynamic height is computed by dividing the NAVD 88
 QO0171.geopotential number by the normal gravity value computed on the
 QO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0171.degrees latitude (g = 980.6199 gals.).
 QO0171
 QO0171.The modeled gravity was interpolated from observed gravity values.
 QO0171
 QO0171;                    North         East    Units  Estimated Accuracy
 QO0171;SPC MN C     -   144,272.      923,515.      MT  (+/- 10 meters HH2 GPS)
 QO0171
 QO0171                          SUPERSEDED SURVEY CONTROL
 QO0171
 QO0171  NGVD 29 (??/??/92)  229.166  (m)          751.86   (f) ADJ UNCH    2 1
 QO0171
 QO0171.Superseded values are not recommended for survey control.
 QO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0171.See file dsdata.txt to determine how the superseded data were derived.
 QO0171
 QO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2561326022(NAD 83)
 QO0171
 QO0171_MARKER: DB = BENCH MARK DISK
 QO0171_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QO0171_SP_SET: SANDSTONE LEDGE
 QO0171_STAMPING: 1301 P 1975
 QO0171_MARK LOGO: MNHD  
 QO0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0171+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0171
 QO0171  HISTORY     - Date     Condition        Report By
 QO0171  HISTORY     - 1975     MONUMENTED       MNHD
 QO0171  HISTORY     - 20070618 GOOD             MNDT
 QO0171
 QO0171                          STATION DESCRIPTION
 QO0171
 QO0171'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0171'1.5 MI SW FROM TAYLORS FALLS.
 QO0171'THE MARK IS LOCATED 1.6 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0171'OF T.H. 8 AND T.H. 95 (NORTH) IN TAYLORS FALLS AND 0.5 MILES SOUTHWEST
 QO0171'OF AN ENTRANCE TO THE INTERSTATE PARK.  IT IS 30.8 FEET WEST OF, AND
 QO0171'LEVEL WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT 20.5. IT IS A BENCH
 QO0171'MARK DISK CEMENTED IN A SANDSTONE LEDGE 1 FOOT HIGHER THAN THE DITCH
 QO0171'BOTTOM, 1.7 FEET NORTH OF A STEEL WITNESS POST.  SE 1/4 SECTION 35, T
 QO0171'34N, R 19W.
 QO0171
 QO0171                          STATION RECOVERY (2007)
 QO0171
 QO0171'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0171'1.5 MILES SOUTHWEST FROM TAYLORS FALLS, 1.6 MILES SOUTHWEST ALONG
 QO0171'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY
 QO0171'95 (NORTH) AT TAYLORS FALLS, AT TRUNK HIGHWAY 8 MILEPOINT 20.5, 0.5
 QO0171'MILES SOUTHWEST OF PARK ENTRANCE, 30.8 FEET WEST OF TRUNK HIGHWAY 8,
 QO0171'2.0 FEET BELOW SIGN ON POST, 1.7 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0173 ***********************************************************************
 QO0173  DESIGNATION -  1301 Q
 QO0173  PID         -  QO0173
 QO0173  STATE/COUNTY-  MN/CHISAGO
 QO0173  COUNTRY     -  US
 QO0173  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0173
 QO0173                         *CURRENT SURVEY CONTROL
 QO0173  ______________________________________________________________________
 QO0173* NAD 83(1986) POSITION- 45 23 51.64   (N) 092 39 33.12   (W)   HD_HELD1  
 QO0173* NAVD 88 ORTHO HEIGHT -   242.664  (meters)     796.14  (feet) ADJUSTED  
 QO0173  ______________________________________________________________________
 QO0173  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO0173  DYNAMIC HEIGHT  -        242.668 (meters)      796.15  (feet) COMP
 QO0173  MODELED GRAVITY -    980,625.5   (mgal)                       NAVD 88
 QO0173
 QO0173  VERT ORDER      -  SECOND    CLASS I
 QO0173
 QO0173.The horizontal coordinates were established by differentially corrected
 QO0173.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0173.
 QO0173.The orthometric height was determined by differential leveling and
 QO0173.adjusted in June 1991.
 QO0173
 QO0173.Photographs are available for this station.
 QO0173
 QO0173.The dynamic height is computed by dividing the NAVD 88
 QO0173.geopotential number by the normal gravity value computed on the
 QO0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0173.degrees latitude (g = 980.6199 gals.).
 QO0173
 QO0173.The modeled gravity was interpolated from observed gravity values.
 QO0173
 QO0173;                    North         East    Units  Estimated Accuracy
 QO0173;SPC MN C     -   145,452.3     924,557.3     MT  (+/- 3 meters HH1 GPS) 
 QO0173
 QO0173                          SUPERSEDED SURVEY CONTROL
 QO0173
 QO0173  NGVD 29 (??/??/92)  242.633  (m)          796.04   (f) ADJ UNCH    2 1
 QO0173
 QO0173.Superseded values are not recommended for survey control.
 QO0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0173.See file dsdata.txt to determine how the superseded data were derived.
 QO0173
 QO0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2667327185(NAD 83)
 QO0173
 QO0173_MARKER: DB = BENCH MARK DISK
 QO0173_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 QO0173_STAMPING: 1301 Q 1975
 QO0173_MARK LOGO: MNHD  
 QO0173_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0173+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QO0173
 QO0173  HISTORY     - Date     Condition        Report By
 QO0173  HISTORY     - 1975     MONUMENTED       MNHD
 QO0173  HISTORY     - 20061026 GOOD             MNDT
 QO0173  HISTORY     - 20070620 GOOD             MNDT
 QO0173
 QO0173                          STATION DESCRIPTION
 QO0173
 QO0173'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0173'0.4 MI SW FROM TAYLORS FALLS.
 QO0173'THE MARK IS LOCATED 0.6 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0173'OF T.H. 8 AND T.H. 95 (NORTH) IN TAYLORS FALLS AND 0.5 MILES NORTHEAST
 QO0173'OF THE INTERSTATE PARK CAMPGROUNDS.  IT IS 103.0 FEET EAST OF THE EAST
 QO0173'GUARD POST AT THE WILD RIVER JUNCTION ENTRANCE, 48.0 FEET NORTH OF,
 QO0173'AND 2 FEET HIGHER THAN THE CENTERLINE OF T.H. 8 AT MILEPOINT 21.6,
 QO0173'37.6 FEET WEST OF THE SOUTHWEST CORNER OF A SIGN DEPICTING A RAILROAD
 QO0173'ENGINE AT WILD ROAD JUNCTION, AND 13 FEET EAST OF A 6 INCH NORWAY PINE
 QO0173'TREE.  IT IS A BENCH MARK DISK CEMENTED IN AN EXPOSED SECTION OF
 QO0173'SANDSTONE LEVEL WITH THE GROUND, 15.4 FEET SOUTH OF A STEEL WITNESS
 QO0173'POST.  SW 1/4 SECTION 25, T 34N, R 19W.
 QO0173
 QO0173                          STATION RECOVERY (2006)
 QO0173
 QO0173'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QO0173'RECOVERED AS DESCRIBED.
 QO0173
 QO0173                          STATION RECOVERY (2007)
 QO0173
 QO0173'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0173'0.4,MILES SOUTHWEST FROM TAYLORS FALLS, 0.6 MILES SOUTHWEST ALONG
 QO0173'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY
 QO0173'95 (NORTH) IN TAYLOR FALLS, AT TRUNK HIGHWAY 8 MILEPOINT 21.6, 0.5
 QO0173'MILES NORTHEAST OF PARK CAMPGROUNDS, 48 FEET NORTH OF TRUNK HIGHWAY 8,
 QO0173'103 FEET EAST OF EAST GUARD POST AT WILD RIVER JUNCTION ENTRANCE, 37.6
 QO0173'FEET WEST OF SOUTHWEST CORNER OF SIGN, 13 FEET EAST OF 6 INCH PINE
 QO0173'TREE, 15.4 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5873 ***********************************************************************
 DH5873  DESIGNATION -  1303 D
 DH5873  PID         -  DH5873
 DH5873  STATE/COUNTY-  MN/BELTRAMI
 DH5873  COUNTRY     -  US
 DH5873  USGS QUAD   -  REDBY (1972)
 DH5873
 DH5873                         *CURRENT SURVEY CONTROL
 DH5873  ______________________________________________________________________
 DH5873* NAD 83(2007) POSITION- 47 46 28.56003(N) 094 56 05.75743(W)   ADJUSTED  
 DH5873* NAD 83(2007) ELLIP HT-   385.171 (meters)        (12/20/10)   ADJUSTED
 DH5873* NAD 83(2007) EPOCH   -  2002.00
 DH5873* NAVD 88 ORTHO HEIGHT -   413.181  (meters)    1355.58  (feet) ADJUSTED  
 DH5873  ______________________________________________________________________
 DH5873  NAD 83(2007) X  -   -369,437.514 (meters)                     COMP
 DH5873  NAD 83(2007) Y  - -4,278,648.352 (meters)                     COMP
 DH5873  NAD 83(2007) Z  -  4,700,355.341 (meters)                     COMP
 DH5873  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC09
 DH5873  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 DH5873  DYNAMIC HEIGHT  -        413.243 (meters)     1355.78  (feet) COMP
 DH5873  MODELED GRAVITY -    980,749.9   (mgal)                       NAVD 88
 DH5873
 DH5873  HORZ ORDER      -  FIRST
 DH5873  VERT ORDER      -  SECOND    CLASS I
 DH5873  ELLP ORDER      -  THIRD     CLASS I
 DH5873
 DH5873.The horizontal coordinates were established by GPS observations
 DH5873.and adjusted by the National Geodetic Survey in December 2010.
 DH5873
 DH5873.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH5873.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH5873
 DH5873.The horizontal coordinates are valid at the epoch date displayed above
 DH5873.which is a decimal equivalence of Year/Month/Day.
 DH5873
 DH5873.The orthometric height was determined by differential leveling and
 DH5873.adjusted in October 2007.
 DH5873
 DH5873.Photographs are available for this station.
 DH5873
 DH5873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5873
 DH5873.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH5873
 DH5873.The ellipsoidal height was determined by GPS observations
 DH5873.and is referenced to NAD 83.
 DH5873
 DH5873.The dynamic height is computed by dividing the NAVD 88
 DH5873.geopotential number by the normal gravity value computed on the
 DH5873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5873.degrees latitude (g = 980.6199 gals.).
 DH5873
 DH5873.The modeled gravity was interpolated from observed gravity values.
 DH5873
 DH5873. The following values were computed from the NAD 83(2007) position.
 DH5873
 DH5873;                    North         East     Units Scale Factor Converg.
 DH5873;SPC MN N     -   243,333.393   662,498.302   MT  0.99990338   -1 21 36.3
 DH5873;SPC MN N     -   798,336.31  2,173,546.51   sFT  0.99990338   -1 21 36.3
 DH5873;UTM  15      - 5,293,061.355   355,037.757   MT  0.99985823   -1 25 59.1
 DH5873
 DH5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5873!SPC MN N     -   0.99993963  x   0.99990338  =   0.99984302
 DH5873!UTM  15      -   0.99993963  x   0.99985823  =   0.99979787
 DH5873
 DH5873                          SUPERSEDED SURVEY CONTROL
 DH5873
 DH5873  NAD 83(1996)-  47 46 28.56002(N)    094 56 05.75735(W) AD(       ) 1
 DH5873  ELLIP H (06/16/06)  385.183  (m)                       GP(       ) 3 1
 DH5873  NAVD 88 (06/16/06)  413.23   (m)         1355.7    (f) LEVELING    3  
 DH5873  NAVD 88 (09/30/05)  413.230  (m)         1355.74   (f) SUPERSEDED  2 1
 DH5873
 DH5873.Superseded values are not recommended for survey control.
 DH5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5873.See file dsdata.txt to determine how the superseded data were derived.
 DH5873
 DH5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5503793061(NAD 83)
 DH5873
 DH5873_MARKER: DD = SURVEY DISK
 DH5873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5873_STAMPING: 1303 D
 DH5873_MARK LOGO: MN-007
 DH5873_PROJECTION: FLUSH
 DH5873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5873+STABILITY: SURFACE MOTION
 DH5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5873+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 DH5873
 DH5873  HISTORY     - Date     Condition        Report By
 DH5873  HISTORY     - 2004     MONUMENTED       MN-007
 DH5873  HISTORY     - 20050831 GOOD             MNDT
 DH5873
 DH5873                          STATION DESCRIPTION
 DH5873
 DH5873'DESCRIBED BY BELTRAMI COUNTY MINNESOTA 2004
 DH5873'THE MARK IS 7 MILES (11.3 KM) SOUTH OF RED LAKE, 4.6 MILES (7.4 KM)
 DH5873'EAST ALONG COUNTY ROAD 32 FROM TRUNK HIGHWAY 89 AND COUNTY ROAD 32
 DH5873'ABOUT 7 MILES (11.3 KM) SOUTH OF RED LAKE, 209.7 FEET (63.9 M) SOUTH
 DH5873'OF COUNTY ROAD 32 (LUMBERJACK ROAD NORTHWEST) , 65.8 FEET (20.1 M)
 DH5873'EAST OF COUNTY ROAD 13, 1.2 FEET (0.4 M) NORTH OF WITNESS POST.  DISK
 DH5873'IS A BELTRAMI COUNTY VERTICAL CONTROL DISK.
 DH5873
 DH5873                          STATION RECOVERY (2005)
 DH5873
 DH5873'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5873'7 MILES SOUTH OF RED LAKE, 4.6 MILES EAST ALONG COUNTY ROAD 32
 DH5873'(LUMBERJACK ROAD NORTHWEST) FROM TRUNK HIGHWAY 89 AND COUNTY ROAD 32
 DH5873'(LUMBERJACK ROAD NORTHWEST), ABOUT 7 MILES SOUTH OF RED LAKE, 209.7
 DH5873'FEET SOUTH OF COUNTY ROAD 32 (LUMBERJACK ROAD NORTHWEST), 65.8 FEET
 DH5873'EAST OF COUNTY ROAD 13 (PLEASANT VALLEY ROAD NORTHWEST), 1.2 FEET
 DH5873'NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4076 ***********************************************************************
 DM4076  DESIGNATION -  1303.1
 DM4076  PID         -  DM4076
 DM4076  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4076  COUNTRY     -  US
 DM4076  USGS QUAD   -  CANBY (1967)
 DM4076
 DM4076                         *CURRENT SURVEY CONTROL
 DM4076  ______________________________________________________________________
 DM4076* NAD 83(1986) POSITION- 44 43 04.     (N) 096 19 43.     (W)   SCALED    
 DM4076* NAVD 88 ORTHO HEIGHT -   397.383  (meters)    1303.75  (feet) ADJUSTED  
 DM4076  ______________________________________________________________________
 DM4076  GEOID HEIGHT    -        -25.80  (meters)                     GEOID09
 DM4076  DYNAMIC HEIGHT  -        397.331 (meters)     1303.58  (feet) COMP
 DM4076  MODELED GRAVITY -    980,475.6   (mgal)                       NAVD 88
 DM4076
 DM4076  VERT ORDER      -  SECOND    CLASS I
 DM4076
 DM4076.The horizontal coordinates were scaled from a topographic map and have
 DM4076.an estimated accuracy of +/- 6 seconds.
 DM4076.
 DM4076.The orthometric height was determined by differential leveling and
 DM4076.adjusted in January 2011.
 DM4076
 DM4076.The dynamic height is computed by dividing the NAVD 88
 DM4076.geopotential number by the normal gravity value computed on the
 DM4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4076.degrees latitude (g = 980.6199 gals.).
 DM4076
 DM4076.The modeled gravity was interpolated from observed gravity values.
 DM4076
 DM4076;                    North         East    Units  Estimated Accuracy
 DM4076;SPC MN S     -   293,490.      615,540.      MT  (+/- 180 meters Scaled)
 DM4076
 DM4076                          SUPERSEDED SURVEY CONTROL
 DM4076
 DM4076.No superseded survey control is available for this station.
 DM4076
 DM4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ115550(NAD 83)
 DM4076
 DM4076_MARKER: DB = BENCH MARK DISK
 DM4076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4076_SP_SET: BOX CULVERT
 DM4076_STAMPING: 13031 1965
 DM4076_MARK LOGO: MNHD  
 DM4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4076+STABILITY: SURFACE MOTION
 DM4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4076+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4076
 DM4076  HISTORY     - Date     Condition        Report By
 DM4076  HISTORY     - 1965     MONUMENTED       MNHD
 DM4076  HISTORY     - 20060912 GOOD             MNDT
 DM4076
 DM4076                          STATION DESCRIPTION
 DM4076
 DM4076'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4076'THE MARK IS 3.0 MI (4.8 KM) WEST OF CANBY, 2.8 MI (4.5 KM) WEST ALONG
 DM4076'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DM4076'HIGHWAY 68 IN CAMBY AT TRUNK HIGHWAY 68 MILE POINT 6.15, IN SOUTHEAST
 DM4076'CORNER OF TRUNK HIGHWAY 68 HEADWALL BOX CULVERT.
 DM4076' 
 DM4076'IT IS 18 FT (5.5 M) SOUTH OF TRUNK HIGHWAY 68, 123 FT (37.5 M) EAST OF
 DM4076'FARM ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0259 ***********************************************************************
 QO0259  DESIGNATION -  1304 A
 QO0259  PID         -  QO0259
 QO0259  STATE/COUNTY-  MN/CHISAGO
 QO0259  COUNTRY     -  US
 QO0259  USGS QUAD   -  RUSH CITY (1983)
 QO0259
 QO0259                         *CURRENT SURVEY CONTROL
 QO0259  ______________________________________________________________________
 QO0259* NAD 83(1986) POSITION- 45 40 56.77   (N) 092 57 43.38   (W)   HD_HELD1  
 QO0259* NAVD 88 ORTHO HEIGHT -   277.015  (meters)     908.84  (feet) ADJUSTED  
 QO0259  ______________________________________________________________________
 QO0259  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 QO0259  DYNAMIC HEIGHT  -        277.012 (meters)      908.83  (feet) COMP
 QO0259  MODELED GRAVITY -    980,596.5   (mgal)                       NAVD 88
 QO0259
 QO0259  VERT ORDER      -  SECOND    CLASS 0
 QO0259
 QO0259.The horizontal coordinates were established by differentially corrected
 QO0259.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0259.
 QO0259.The orthometric height was determined by differential leveling and
 QO0259.adjusted in June 1991.
 QO0259
 QO0259.Photographs are available for this station.
 QO0259
 QO0259.The dynamic height is computed by dividing the NAVD 88
 QO0259.geopotential number by the normal gravity value computed on the
 QO0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0259.degrees latitude (g = 980.6199 gals.).
 QO0259
 QO0259.The modeled gravity was interpolated from observed gravity values.
 QO0259
 QO0259;                    North         East    Units  Estimated Accuracy
 QO0259;SPC MN C     -   176,666.5     900,332.3     MT  (+/- 3 meters HH1 GPS) 
 QO0259
 QO0259                          SUPERSEDED SURVEY CONTROL
 QO0259
 QO0259  NGVD 29 (??/??/92)  276.953  (m)          908.64   (f) ADJ UNCH    2 0
 QO0259
 QO0259.Superseded values are not recommended for survey control.
 QO0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0259.See file dsdata.txt to determine how the superseded data were derived.
 QO0259
 QO0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0295558765(NAD 83)
 QO0259
 QO0259_MARKER: DB = BENCH MARK DISK
 QO0259_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0259_SP_SET: CONCRETE MONUMENT
 QO0259_STAMPING: 1304 A 1968
 QO0259_MARK LOGO: MNHD  
 QO0259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0259+STABILITY: SURFACE MOTION
 QO0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0259+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0259
 QO0259  HISTORY     - Date     Condition        Report By
 QO0259  HISTORY     - 1968     MONUMENTED       MNHD
 QO0259  HISTORY     - 1975     GOOD             MNDT
 QO0259  HISTORY     - 20070614 GOOD             MNDT
 QO0259
 QO0259                          STATION DESCRIPTION
 QO0259
 QO0259'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0259'IN RUSH CITY.
 QO0259'IT IS 0.1 MILE SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 361 (NORTH AND
 QO0259'WEST), COUNTY ROAD 55 (EAST) AND COUNTY ROAD 30 (SOUTH) IN RUSH CITY.
 QO0259'IT IS SET IN THE SOUTHEAST CORNER (WINGWALL) OF A 32 FOOT BY 13 FOOT
 QO0259'BOX CULVERT, BRIDGE NUMBER 2581 (COUNTY ROAD 30 OVER RUSH CREEK).
 QO0259'COUNTY ROAD 30 IS OLD TRUNK HIGHWAY 61.  THE MARK IS ABOUT LEVEL WITH
 QO0259'COUNTY ROAD 30.  NE 1/4, SEC 21, T 37N, R 21W.
 QO0259
 QO0259                          STATION RECOVERY (2007)
 QO0259
 QO0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0259'THE MARK IS LOCATED IN RUSH CITY, GO 0.1 MILES SOUTH OF THE JUNCTION
 QO0259'OF COUNTY ROAD 30 (OLD TRUNK HIGHWAY 61) AND TRUNK HIGHWAY 361 WEST
 QO0259'AND COUNTY ROAD 55 EAST, THE MARK IS IN THE SOUTHEAST CORNER OF COUNTY
 QO0259'ROAD 30 BOX CULVERT 2581 OVER RUSH CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0247 ***********************************************************************
 QO0247  DESIGNATION -  1304 B
 QO0247  PID         -  QO0247
 QO0247  STATE/COUNTY-  MN/CHISAGO
 QO0247  COUNTRY     -  US
 QO0247  USGS QUAD   -  RUSH CITY (1983)
 QO0247
 QO0247                         *CURRENT SURVEY CONTROL
 QO0247  ______________________________________________________________________
 QO0247* NAD 83(1986) POSITION- 45 42 21.66   (N) 092 57 37.51   (W)   HD_HELD1  
 QO0247* NAVD 88 ORTHO HEIGHT -   283.131  (meters)     928.91  (feet) ADJUSTED  
 QO0247  ______________________________________________________________________
 QO0247  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 QO0247  DYNAMIC HEIGHT  -        283.128 (meters)      928.90  (feet) COMP
 QO0247  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QO0247
 QO0247  VERT ORDER      -  SECOND    CLASS 0
 QO0247
 QO0247.The horizontal coordinates were established by differentially corrected
 QO0247.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0247.
 QO0247.The orthometric height was determined by differential leveling and
 QO0247.adjusted in June 1991.
 QO0247
 QO0247.Photographs are available for this station.
 QO0247
 QO0247.The dynamic height is computed by dividing the NAVD 88
 QO0247.geopotential number by the normal gravity value computed on the
 QO0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0247.degrees latitude (g = 980.6199 gals.).
 QO0247
 QO0247.The modeled gravity was interpolated from observed gravity values.
 QO0247
 QO0247;                    North         East    Units  Estimated Accuracy
 QO0247;SPC MN C     -   179,289.0     900,416.6     MT  (+/- 3 meters HH1 GPS) 
 QO0247
 QO0247                          SUPERSEDED SURVEY CONTROL
 QO0247
 QO0247  NGVD 29 (??/??/92)  283.074  (m)          928.72   (f) ADJ UNCH    2 0
 QO0247
 QO0247.Superseded values are not recommended for survey control.
 QO0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0247.See file dsdata.txt to determine how the superseded data were derived.
 QO0247
 QO0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0308161385(NAD 83)
 QO0247
 QO0247_MARKER: DB = BENCH MARK DISK
 QO0247_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0247_SP_SET: HEADWALL BOX CULVERT
 QO0247_STAMPING: 1304 B 1968
 QO0247_MARK LOGO: MNHD  
 QO0247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0247+STABILITY: SURFACE MOTION
 QO0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0247+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0247
 QO0247  HISTORY     - Date     Condition        Report By
 QO0247  HISTORY     - 1968     MONUMENTED       MNHD
 QO0247  HISTORY     - 20070614 GOOD             MNDT
 QO0247
 QO0247                          STATION DESCRIPTION
 QO0247
 QO0247'DESCRIBED BY MN HIGHWAY DEPT 1968
 QO0247'1.4 MI N FROM RUSH CITY.
 QO0247'MARK IS LOCATED IN THE SE1/4, SECTION 9, T37N, R21W ABOUT 1.4 MILES
 QO0247'NORTH OF RUSH CITY ON T.H. 61.  MARK IS A STANDARD MINNESOTA HIGHWAY
 QO0247'DEPARTMENT DISK, STAMPED 1304 B 1968, SET IN THE SOUTHWEST HEADWALL OF
 QO0247'A BOX CULVERT UNDER T.H. 61.
 QO0247
 QO0247                          STATION RECOVERY (2007)
 QO0247
 QO0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0247'1.4 MILES NORTH FROM RUSH CITY, THE MARK IS LOCATED 1.0 MILES NORTH OF
 QO0247'RUSH CITY, GO 1.4 MILES NORTH ALONG TRUNK HIGHWAY 361 NORTH FROM THE
 QO0247'JUNCTION OF TRUNK HIGHWAY 361 NORTH-COUNTY ROAD 30 (OLD TRUNK HIGHWAY
 QO0247'61) AND TRUNK HIGHWAY 361 WEST IN RUSH CITY, THE MARK IS IN SOUTHWEST
 QO0247'HEADWALL OF TRUNK HIGHWAY 361 NORTH (OLD TRUNK HIGHWAY 61) BOX
 QO0247'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0177 ***********************************************************************
 QO0177  DESIGNATION -  1305 A
 QO0177  PID         -  QO0177
 QO0177  STATE/COUNTY-  MN/CHISAGO
 QO0177  COUNTRY     -  US
 QO0177  USGS QUAD   -  OSCEOLA (1993)
 QO0177
 QO0177                         *CURRENT SURVEY CONTROL
 QO0177  ______________________________________________________________________
 QO0177* NAD 83(1986) POSITION- 45 22 18.7    (N) 092 42 40.9    (W)   SCALED    
 QO0177* NAVD 88 ORTHO HEIGHT -   286.595  (meters)     940.27  (feet) ADJUSTED  
 QO0177  ______________________________________________________________________
 QO0177  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO0177  DYNAMIC HEIGHT  -        286.600 (meters)      940.29  (feet) COMP
 QO0177  MODELED GRAVITY -    980,624.3   (mgal)                       NAVD 88
 QO0177
 QO0177  VERT ORDER      -  SECOND    CLASS I
 QO0177
 QO0177.The horizontal coordinates were scaled from a topographic map and have
 QO0177.an estimated accuracy of +/- 6 seconds.
 QO0177.
 QO0177.The orthometric height was determined by differential leveling and
 QO0177.adjusted in June 1991.
 QO0177
 QO0177.Photographs are available for this station.
 QO0177
 QO0177.The dynamic height is computed by dividing the NAVD 88
 QO0177.geopotential number by the normal gravity value computed on the
 QO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0177.degrees latitude (g = 980.6199 gals.).
 QO0177
 QO0177.The modeled gravity was interpolated from observed gravity values.
 QO0177
 QO0177;                    North         East    Units  Estimated Accuracy
 QO0177;SPC MN C     -   142,480.      920,550.      MT  (+/- 180 meters Scaled)
 QO0177
 QO0177                          SUPERSEDED SURVEY CONTROL
 QO0177
 QO0177  NGVD 29 (??/??/92)  286.563  (m)          940.17   (f) ADJ UNCH    2 1
 QO0177
 QO0177.Superseded values are not recommended for survey control.
 QO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0177.See file dsdata.txt to determine how the superseded data were derived.
 QO0177
 QO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2260124301(NAD 83)
 QO0177
 QO0177_MARKER: DV = VERTICAL CONTROL DISK
 QO0177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0177_STAMPING: 1305 A 1975
 QO0177_MARK LOGO: MNHD  
 QO0177_PROJECTION: FLUSH
 QO0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0177+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 QO0177_ROD/PIPE-DEPTH:  7.3 meters
 QO0177
 QO0177  HISTORY     - Date     Condition        Report By
 QO0177  HISTORY     - 1975     MONUMENTED       MNHD
 QO0177  HISTORY     - 20070621 GOOD             MNDT
 QO0177
 QO0177                          STATION DESCRIPTION
 QO0177
 QO0177'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0177'2.0 MI SE FROM SHAFER.
 QO0177'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0177'T.H. 8 AND COUNTY ROAD 21 AT SHAFER.  THENCE, 0.9 MILES SOUTH ALONG
 QO0177'T.H. 95.  IT IS 70.0 FEET NORTHWEST OF AND LEVEL WITH THE CENTERLINE
 QO0177'OF T.H. 95 AT MILE POINT 79.3, 99.0 FEET SOUTH OF THE SOUTH CORNER OF
 QO0177'A 1-STORY BRICK HOUSE (FIRE NUMBER L-855), 38.0 FEET WEST OF THE
 QO0177'SOUTHWEST END OF A 24 INCH METAL CULVERT UNDER A DRIVEWAY WEST, 6.1
 QO0177'FEET SOUTHEAST OF A FENCE CORNER POST AND 5.9 FEET WEST OF A POWER
 QO0177'POLE (WITH TRANSFORMER).  IT IS A VERTICAL CONTROL MONUMENT DISK
 QO0177'CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND,
 QO0177'1.0 FEET SOUTHEAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 3, T 33N,
 QO0177'R 19W.
 QO0177
 QO0177                          STATION RECOVERY (2007)
 QO0177
 QO0177'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0177'2.0 MILES SOUTHEAST OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8
 QO0177'FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT
 QO0177'TRUNK HIGHWAY 95 MILEPOINT 79.3, 0.9 MILES SOUTH OF TRUNK HIGHWAY 8,
 QO0177'70 FEET NORTHWEST OF TRUNK HIGHWAY 95, 99 FEET SOUTH OF SOUTH CORNER
 QO0177'OF BRICK HOUSE WITH FIRE NUMBER L-855, 38 FEET WEST OF CULVERT UNDER
 QO0177'DRIVEWAY WEST, 6.1 FEET SOUTHEAST OF FENCE CORNER, 5.9 FEET WEST OF
 QO0177'POWER POLE, 1 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0178 ***********************************************************************
 QO0178  DESIGNATION -  1305 B
 QO0178  PID         -  QO0178
 QO0178  STATE/COUNTY-  MN/CHISAGO
 QO0178  COUNTRY     -  US
 QO0178  USGS QUAD   -  OSCEOLA (1993)
 QO0178
 QO0178                         *CURRENT SURVEY CONTROL
 QO0178  ______________________________________________________________________
 QO0178* NAD 83(1986) POSITION- 45 21 12.     (N) 092 42 42.     (W)   SCALED    
 QO0178* NAVD 88 ORTHO HEIGHT -   273.215  (meters)     896.37  (feet) ADJUSTED  
 QO0178  ______________________________________________________________________
 QO0178  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0178  DYNAMIC HEIGHT  -        273.219 (meters)      896.39  (feet) COMP
 QO0178  MODELED GRAVITY -    980,623.1   (mgal)                       NAVD 88
 QO0178
 QO0178  VERT ORDER      -  SECOND    CLASS I
 QO0178
 QO0178.The horizontal coordinates were scaled from a topographic map and have
 QO0178.an estimated accuracy of +/- 6 seconds.
 QO0178.
 QO0178.The orthometric height was determined by differential leveling and
 QO0178.adjusted in June 1991.
 QO0178
 QO0178.The dynamic height is computed by dividing the NAVD 88
 QO0178.geopotential number by the normal gravity value computed on the
 QO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0178.degrees latitude (g = 980.6199 gals.).
 QO0178
 QO0178.The modeled gravity was interpolated from observed gravity values.
 QO0178
 QO0178;                    North         East    Units  Estimated Accuracy
 QO0178;SPC MN C     -   140,440.      920,550.      MT  (+/- 180 meters Scaled)
 QO0178
 QO0178                          SUPERSEDED SURVEY CONTROL
 QO0178
 QO0178  NGVD 29 (??/??/92)  273.184  (m)          896.27   (f) ADJ UNCH    2 1
 QO0178
 QO0178.Superseded values are not recommended for survey control.
 QO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0178.See file dsdata.txt to determine how the superseded data were derived.
 QO0178
 QO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL225222(NAD 83)
 QO0178
 QO0178_MARKER: DV = VERTICAL CONTROL DISK
 QO0178_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0178_STAMPING: 1305 B 1975
 QO0178_MARK LOGO: MNHD  
 QO0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0178+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 QO0178
 QO0178  HISTORY     - Date     Condition        Report By
 QO0178  HISTORY     - 1975     MONUMENTED       MNDT
 QO0178  HISTORY     - 20070619 MARK NOT FOUND   MNDT
 QO0178
 QO0178                          STATION DESCRIPTION
 QO0178
 QO0178'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0178'2.6 MI SE FROM SHAFER.
 QO0178'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0178'T.H. 8 AND COUNTY ROAD 21 AT SHAFER.  THENCE, 1.9 MILES SOUTH ALONG
 QO0178'T.H. 95.  IT IS 75.0 FEET EAST OF, AND 5 FEET LOWER THEN THE
 QO0178'CENTERLINE OF T.H. 95 AT MILEPOINT 80.3, 30.9 FEET NORTH OF A FENCE
 QO0178'CORNER POST (WOOD), 40 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE
 QO0178'EAST, 8.7 FEET SOUTH OF A RIGHT-OF-WAY MARKER (1449+95) AND 8.0 FEET
 QO0178'SOUTH OF A RIGHT-OF-WAY MONUMENT.  IT IS A VERTICAL CONTROL MONUMENT
 QO0178'DISK CRIMPED TO 63 FEET OF COPPER-CLAD STEEL ROD PROJECTING 2 INCHES
 QO0178'ABOVE GROUND, 1.0 FEET SOUTHEAST OF A STEEL WITNESS POST.  NW 1/4
 QO0178'SECTION 15, T 33N, R 19W.
 QO0178
 QO0178                          STATION RECOVERY (2007)
 QO0178
 QO0178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0178'2.6 MILES SOUTHEAST OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8
 QO0178'FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT
 QO0178'TRUNK HIGHWAY 95 MILEPOINT 80.3, 1.9 MILES SOUTH OF TRUNK HIGHWAY 8,
 QO0178'75 FEET EAST OF TRUNK HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0179 ***********************************************************************
 QO0179  DESIGNATION -  1305 C
 QO0179  PID         -  QO0179
 QO0179  STATE/COUNTY-  MN/CHISAGO
 QO0179  COUNTRY     -  US
 QO0179  USGS QUAD   -  OSCEOLA (1993)
 QO0179
 QO0179                         *CURRENT SURVEY CONTROL
 QO0179  ______________________________________________________________________
 QO0179* NAD 83(1986) POSITION- 45 20 28.     (N) 092 43 28.     (W)   SCALED    
 QO0179* NAVD 88 ORTHO HEIGHT -   273.000  (meters)     895.67  (feet) ADJUSTED  
 QO0179  ______________________________________________________________________
 QO0179  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0179  DYNAMIC HEIGHT  -        273.004 (meters)      895.68  (feet) COMP
 QO0179  MODELED GRAVITY -    980,622.3   (mgal)                       NAVD 88
 QO0179
 QO0179  VERT ORDER      -  SECOND    CLASS I
 QO0179
 QO0179.The horizontal coordinates were scaled from a topographic map and have
 QO0179.an estimated accuracy of +/- 6 seconds.
 QO0179.
 QO0179.The orthometric height was determined by differential leveling and
 QO0179.adjusted in June 1991.
 QO0179
 QO0179.The dynamic height is computed by dividing the NAVD 88
 QO0179.geopotential number by the normal gravity value computed on the
 QO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0179.degrees latitude (g = 980.6199 gals.).
 QO0179
 QO0179.The modeled gravity was interpolated from observed gravity values.
 QO0179
 QO0179;                    North         East    Units  Estimated Accuracy
 QO0179;SPC MN C     -   139,070.      919,570.      MT  (+/- 180 meters Scaled)
 QO0179
 QO0179                          SUPERSEDED SURVEY CONTROL
 QO0179
 QO0179  NGVD 29 (??/??/92)  272.969  (m)          895.57   (f) ADJ UNCH    2 1
 QO0179
 QO0179.Superseded values are not recommended for survey control.
 QO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0179.See file dsdata.txt to determine how the superseded data were derived.
 QO0179
 QO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL215208(NAD 83)
 QO0179
 QO0179_MARKER: DV = VERTICAL CONTROL DISK
 QO0179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0179_STAMPING: 1305 C 1975
 QO0179_MARK LOGO: MNHD  
 QO0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0179
 QO0179  HISTORY     - Date     Condition        Report By
 QO0179  HISTORY     - 1975     MONUMENTED       MNDT
 QO0179  HISTORY     - 20070619 MARK NOT FOUND   MNDT
 QO0179
 QO0179                          STATION DESCRIPTION
 QO0179
 QO0179'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0179'3.0 MI SE FROM SHAFER.
 QO0179'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0179'T.H. 8 AND COUNTY ROAD 21 AT SHAFER.  THENCE, 3.3 MILES SOUTH ALONG
 QO0179'T.H. 95, AND 1.4 MILES NORTH OF T.H. 243.  IT IS 74.0 FEET NORTHWEST
 QO0179'OF, AND LEVEL WITH THE CENTERLINE OF T.H. 8 AT MILEPOINT 81.5 (STATION
 QO0179'1365) 40.0 FEET NORTH-NORTHWEST OF THE NORTHEAST GUARD POST ON A STEEL
 QO0179'GUARD RAIL, 25 FEET NORTH OF THE NORTH BANK OF A 20 FOOT RAVINE, 16
 QO0179'FEET NORTH OF THE CENTER OF A FIELD ENTRANCE WEST AND 10.5 FEET
 QO0179'NORTHEAST OF A WOOD GATE POST.  IT IS A VERTICAL CONTROL MONUMENT DISK
 QO0179'CRIMPED TO 14 FEET OF COPPER-CLAD STEEL ROD PROJECTING 3 INCHES ABOVE
 QO0179'GROUND, 1.1 FEET SOUTHEAST OF A STEEL WITNESS POST. NW 1/4 SECTION 16,
 QO0179'T 33N, R 19W.
 QO0179
 QO0179                          STATION RECOVERY (2007)
 QO0179
 QO0179'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0179'3.0 MILES SOUTHEAST OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8
 QO0179'FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT
 QO0179'TRUNK HIGHWAY 95 MILEPOINT 81.5, 3.3 MILES SOUTH ALONG TRUNK HIGHWAY
 QO0179'95, 1.4 MILES NORTH OF TRUNK HIGHWAY 243, 74 FEET NORTHWEST OF TRUNK
 QO0179'HIGHWAY 95, 40 FEET NORTH-NORTHWEST OF NORTHEAST GUARDRAIL POST, 25
 QO0179'FEET NORTH OF NORTH BANK OF RAVINE, 16 FEET NORTH OF FIELD ENTRANCE
 QO0179'WEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0181 ***********************************************************************
 QO0181  DESIGNATION -  1305 E
 QO0181  PID         -  QO0181
 QO0181  STATE/COUNTY-  MN/CHISAGO
 QO0181  COUNTRY     -  US
 QO0181  USGS QUAD   -  OSCEOLA (1993)
 QO0181
 QO0181                         *CURRENT SURVEY CONTROL
 QO0181  ______________________________________________________________________
 QO0181* NAD 83(1986) POSITION- 45 19 05.3    (N) 092 44 21.6    (W)   HD_HELD2  
 QO0181* NAVD 88 ORTHO HEIGHT -   273.904  (meters)     898.63  (feet) ADJUSTED  
 QO0181  ______________________________________________________________________
 QO0181  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0181  DYNAMIC HEIGHT  -        273.907 (meters)      898.64  (feet) COMP
 QO0181  MODELED GRAVITY -    980,619.9   (mgal)                       NAVD 88
 QO0181
 QO0181  VERT ORDER      -  SECOND    CLASS I
 QO0181
 QO0181.The horizontal coordinates were established by autonomous hand held GPS
 QO0181.observations and have an estimated accuracy of +/- 10 meters.
 QO0181.
 QO0181.The orthometric height was determined by differential leveling and
 QO0181.adjusted in June 1991.
 QO0181
 QO0181.Photographs are available for this station.
 QO0181
 QO0181.The dynamic height is computed by dividing the NAVD 88
 QO0181.geopotential number by the normal gravity value computed on the
 QO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0181.degrees latitude (g = 980.6199 gals.).
 QO0181
 QO0181.The modeled gravity was interpolated from observed gravity values.
 QO0181
 QO0181;                    North         East    Units  Estimated Accuracy
 QO0181;SPC MN C     -   136,491.      918,452.      MT  (+/- 10 meters HH2 GPS)
 QO0181
 QO0181                          SUPERSEDED SURVEY CONTROL
 QO0181
 QO0181  NGVD 29 (??/??/92)  273.873  (m)          898.53   (f) ADJ UNCH    2 1
 QO0181
 QO0181.Superseded values are not recommended for survey control.
 QO0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0181.See file dsdata.txt to determine how the superseded data were derived.
 QO0181
 QO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2043018325(NAD 83)
 QO0181
 QO0181_MARKER: DV = VERTICAL CONTROL DISK
 QO0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0181_STAMPING: 1305 E 1975
 QO0181_MARK LOGO: MNHD  
 QO0181_PROJECTION: FLUSH
 QO0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0181+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QO0181_ROD/PIPE-DEPTH:  9.8 meters
 QO0181
 QO0181  HISTORY     - Date     Condition        Report By
 QO0181  HISTORY     - 1975     MONUMENTED       MNHD
 QO0181  HISTORY     - 20070620 GOOD             MNDT
 QO0181
 QO0181                          STATION DESCRIPTION
 QO0181
 QO0181'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0181'4.6 MI S FROM SHAFER.
 QO0181'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0181'T.H. 8 AND COUNTY ROAD 21 IN SHAFER.  THENCE, 5.3 MILES SOUTH ALONG
 QO0181'T.H. 95 AND 0.6 MILES SOUTHWEST OF T.H. 243.  IT IS 53.8 FEET
 QO0181'NORTHWEST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 95 AT
 QO0181'MILEPOINT 83.5 (STATION 1257+75) OPPOSITE A TOWNSHIP ROAD (T) EAST,
 QO0181'AND 19.6 FEET NORTHEAST OF A 30 INCH ELM TREE.  IT IS A VERTICAL
 QO0181'CONTROL MONUMENT DISK CRIMPED TO 32 FEET OF COPPER-CLAD STEEL ROD SET
 QO0181'FLUSH WITH THE GROUND, 1.4 FEET NORTHEAST OF A STEEL WITNESS POST. NE
 QO0181'1/4 SECTION 29, T 33N, R 19W.
 QO0181
 QO0181                          STATION RECOVERY (2007)
 QO0181
 QO0181'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0181'4.6 MILES SOUTH FROM SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8 FROM
 QO0181'THE JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, THENCE,
 QO0181'5.3 MILES SOUTH ALONG TRUNK HIGHWAY 95 OF SHAFER, AT TRUNK HIGHWAY 95
 QO0181'MILEPOINT 83.5, 0.6 MILES SOUTHWEST OF TRUNK HIGHWAY 243, 53.8 FEET
 QO0181'NORTHWEST OF TRUNK HIGHWAY 95, 48.4 FEET SOUTH OF NORTH LEG OF NO
 QO0181'PASSING SIGN, OPPOSITE TEE ROAD EAST, 1.4 FEET NORTHEAST OF WITNESS
 QO0181'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0182 ***********************************************************************
 QO0182  DESIGNATION -  1305 F
 QO0182  PID         -  QO0182
 QO0182  STATE/COUNTY-  MN/CHISAGO
 QO0182  COUNTRY     -  US
 QO0182  USGS QUAD   -  OSCEOLA (1993)
 QO0182
 QO0182                         *CURRENT SURVEY CONTROL
 QO0182  ______________________________________________________________________
 QO0182* NAD 83(1986) POSITION- 45 18 41.6    (N) 092 44 49.4    (W)   HD_HELD2  
 QO0182* NAVD 88 ORTHO HEIGHT -   267.274  (meters)     876.88  (feet) ADJUSTED  
 QO0182  ______________________________________________________________________
 QO0182  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 QO0182  DYNAMIC HEIGHT  -        267.277 (meters)      876.89  (feet) COMP
 QO0182  MODELED GRAVITY -    980,619.1   (mgal)                       NAVD 88
 QO0182
 QO0182  VERT ORDER      -  SECOND    CLASS I
 QO0182
 QO0182.The horizontal coordinates were established by autonomous hand held GPS
 QO0182.observations and have an estimated accuracy of +/- 10 meters.
 QO0182.
 QO0182.The orthometric height was determined by differential leveling and
 QO0182.adjusted in June 1991.
 QO0182
 QO0182.Photographs are available for this station.
 QO0182
 QO0182.The dynamic height is computed by dividing the NAVD 88
 QO0182.geopotential number by the normal gravity value computed on the
 QO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0182.degrees latitude (g = 980.6199 gals.).
 QO0182
 QO0182.The modeled gravity was interpolated from observed gravity values.
 QO0182
 QO0182;                    North         East    Units  Estimated Accuracy
 QO0182;SPC MN C     -   135,748.      917,861.      MT  (+/- 10 meters HH2 GPS)
 QO0182
 QO0182                          SUPERSEDED SURVEY CONTROL
 QO0182
 QO0182  NGVD 29 (??/??/92)  267.244  (m)          876.78   (f) ADJ UNCH    2 1
 QO0182
 QO0182.Superseded values are not recommended for survey control.
 QO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0182.See file dsdata.txt to determine how the superseded data were derived.
 QO0182
 QO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1982717592(NAD 83)
 QO0182
 QO0182_MARKER: DV = VERTICAL CONTROL DISK
 QO0182_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0182_SP_SET: HEADWALL BOX CULVERT
 QO0182_STAMPING: 1305 F 1975
 QO0182_MARK LOGO: MNHD  
 QO0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0182+STABILITY: SURFACE MOTION
 QO0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0182+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QO0182
 QO0182  HISTORY     - Date     Condition        Report By
 QO0182  HISTORY     - 1975     MONUMENTED       MNHD
 QO0182  HISTORY     - 20070620 GOOD             MNDT
 QO0182
 QO0182                          STATION DESCRIPTION
 QO0182
 QO0182'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0182'5.0 MI S FROM SHAFER.
 QO0182'THE MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 8 FROM THE JUNCTION OF
 QO0182'T.H. 8 AND COUNTY ROAD 21 IN SHAFER.  THENCE, 5.8 MILES SOUTH ALONG
 QO0182'T.H. 95.  IT IS ALSO, 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION
 QO0182'OF T.H. 97 AND COUNTY ROAD 3 IN SCANDIA, WASHINGTON COUNTY.  THENCE,
 QO0182'4.6 MILES NORTH ALONG T.H. 95.  IT IS 78 FEET SOUTH OF T.H. 95
 QO0182'MILEPOST NUMBER 84, 27.4 FEET SOUTHEAST OF, AND 3 FEET LOWER THAN THE
 QO0182'CENTERLINE OF T.H. 95.  IT IS A VERTICAL CONTROL MONUMENT DISK
 QO0182'CEMENTED IN THE SOUTH END OF THE SOUTHEAST HEADWALL OF A 6 BY 8 FOOT
 QO0182'CONCRETE BOX CULVERT UNDER T.H. 95.  SW 1/4 SECTION 29, T 33N, R 19W.
 QO0182
 QO0182                          STATION RECOVERY (2007)
 QO0182
 QO0182'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0182'5 MILES SOUTH OF SHAFER, 2.2 MILES EAST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0182'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 IN SHAFER, 5.8 MILES
 QO0182'SOUTH ALONG TRUNK HIGHWAY 95, 1.6 MILES EAST ALONG TRUNK HIGHWAY 97
 QO0182'FROM THE JUNCTION OF TRUNK HIGHWAY 97 AND COUNTY ROAD 3 IN SCANDIA,
 QO0182'WASHINGTON COUNTY, 4.6 MILES NORTH ALONG TRUNK HIGHWAY 95, 78 FEET
 QO0182'SOUTH OF TRUNK HIGHWAY 95 MILEPOST 84, 27.4 FEET SOUTHEAST OF TRUNK
 QO0182'HIGHWAY 95, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 95 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0183 ***********************************************************************
 QO0183  DESIGNATION -  1305 G
 QO0183  PID         -  QO0183
 QO0183  STATE/COUNTY-  MN/CHISAGO
 QO0183  COUNTRY     -  US
 QO0183  USGS QUAD   -  SCANDIA (1993)
 QO0183
 QO0183                         *CURRENT SURVEY CONTROL
 QO0183  ______________________________________________________________________
 QO0183* NAD 83(1986) POSITION- 45 18 20.7    (N) 092 45 43.8    (W)   HD_HELD2  
 QO0183* NAVD 88 ORTHO HEIGHT -   262.369  (meters)     860.79  (feet) ADJUSTED  
 QO0183  ______________________________________________________________________
 QO0183  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 QO0183  DYNAMIC HEIGHT  -        262.371 (meters)      860.80  (feet) COMP
 QO0183  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 QO0183
 QO0183  VERT ORDER      -  SECOND    CLASS I
 QO0183
 QO0183.The horizontal coordinates were established by autonomous hand held GPS
 QO0183.observations and have an estimated accuracy of +/- 10 meters.
 QO0183.
 QO0183.The orthometric height was determined by differential leveling and
 QO0183.adjusted in June 1991.
 QO0183
 QO0183.Photographs are available for this station.
 QO0183
 QO0183.The dynamic height is computed by dividing the NAVD 88
 QO0183.geopotential number by the normal gravity value computed on the
 QO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0183.degrees latitude (g = 980.6199 gals.).
 QO0183
 QO0183.The modeled gravity was interpolated from observed gravity values.
 QO0183
 QO0183;                    North         East    Units  Estimated Accuracy
 QO0183;SPC MN C     -   135,080.      916,688.      MT  (+/- 10 meters HH2 GPS)
 QO0183
 QO0183                          SUPERSEDED SURVEY CONTROL
 QO0183
 QO0183  NGVD 29 (??/??/92)  262.338  (m)          860.69   (f) ADJ UNCH    2 1
 QO0183
 QO0183.Superseded values are not recommended for survey control.
 QO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0183.See file dsdata.txt to determine how the superseded data were derived.
 QO0183
 QO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1864416943(NAD 83)
 QO0183
 QO0183_MARKER: DV = VERTICAL CONTROL DISK
 QO0183_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0183_SP_SET: HEADWALL BOX CULVERT
 QO0183_STAMPING: 1305 G 1975
 QO0183_MARK LOGO: MNHD  
 QO0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0183+STABILITY: SURFACE MOTION
 QO0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0183+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 QO0183
 QO0183  HISTORY     - Date     Condition        Report By
 QO0183  HISTORY     - 1975     MONUMENTED       MNHD
 QO0183  HISTORY     - 20070620 GOOD             MNDT
 QO0183
 QO0183                          STATION DESCRIPTION
 QO0183
 QO0183'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0183'4.0 MI NE FROM SCANDIA.
 QO0183'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 97 FROM THE JUNCTION OF
 QO0183'T.H. 97 AND COUNTY ROAD 3 IN SCANDIA.  THENCE, 4.15 MILES NORTH ALONG
 QO0183'T.H. 95 (0.8 MILES NORTH OF THE WASHINGTON-CHISAGO COUNTY LINE).  IT
 QO0183'IS 22.8 FEET EAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 95
 QO0183'AT MILEPOINT 84.85.  IT IS A VERTICAL CONTROL MONUMENT DISK CEMENTED
 QO0183'IN THE SOUTH END OF THE EAST HEADWALL OF A 6 BY 8 FOOT CONCRETE BOX
 QO0183'CULVERT (CATTLE PASS) UNDER T.H. 95.  NE 1/4 SECTION 31, T 33N, R 19W.
 QO0183
 QO0183                          STATION RECOVERY (2007)
 QO0183
 QO0183'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0183'4 MILES NORTHEAST OF SCANDIA, AT TRUNK HIGHWAY 95 MILEPOINT 84.85, 1.6
 QO0183'MILES EAST ALONG TRUNK HIGHWAY 97 FROM THE JUNCTION OF TRUNK HIGHWAY
 QO0183'97 AND COUNTY ROAD 3 IN SCANDIA, 4.15 MILES NORTH ALONG TRUNK HIGHWAY
 QO0183'95, 0.8 MILES NORTH OF COUNTY LINE, 22.8 FEET EAST OF TRUNK HIGHWAY
 QO0183'95, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 95 CATTLE PASS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3862 ***********************************************************************
 DK3862  DESIGNATION -  1306 A
 DK3862  PID         -  DK3862
 DK3862  STATE/COUNTY-  MN/CHISAGO
 DK3862  COUNTRY     -  US
 DK3862  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3862
 DK3862                         *CURRENT SURVEY CONTROL
 DK3862  ______________________________________________________________________
 DK3862* NAD 83(1986) POSITION- 45 25 16.98   (N) 092 40 24.53   (W)   HD_HELD1  
 DK3862* NAVD 88 ORTHO HEIGHT -   283.695  (meters)     930.76  (feet) ADJUSTED  
 DK3862  ______________________________________________________________________
 DK3862  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DK3862  DYNAMIC HEIGHT  -        283.700 (meters)      930.77  (feet) COMP
 DK3862  MODELED GRAVITY -    980,623.3   (mgal)                       NAVD 88
 DK3862
 DK3862  VERT ORDER      -  SECOND    CLASS I
 DK3862
 DK3862.The horizontal coordinates were established by differentially corrected
 DK3862.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3862.
 DK3862.The orthometric height was determined by differential leveling and
 DK3862.adjusted in October 2008.
 DK3862
 DK3862.Photographs are available for this station.
 DK3862
 DK3862.The dynamic height is computed by dividing the NAVD 88
 DK3862.geopotential number by the normal gravity value computed on the
 DK3862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3862.degrees latitude (g = 980.6199 gals.).
 DK3862
 DK3862.The modeled gravity was interpolated from observed gravity values.
 DK3862
 DK3862;                    North         East    Units  Estimated Accuracy
 DK3862;SPC MN C     -   148,064.2     923,386.8     MT  (+/- 3 meters HH1 GPS) 
 DK3862
 DK3862                          SUPERSEDED SURVEY CONTROL
 DK3862
 DK3862.No superseded survey control is available for this station.
 DK3862
 DK3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2554529814(NAD 83)
 DK3862
 DK3862_MARKER: DD = SURVEY DISK
 DK3862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3862_STAMPING: 1306 A 2005
 DK3862_MARK LOGO: MNDT  
 DK3862_PROJECTION: RECESSED 8 CENTIMETERS
 DK3862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3862+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3862_ROD/PIPE-DEPTH:  9.1 meters
 DK3862
 DK3862  HISTORY     - Date     Condition        Report By
 DK3862  HISTORY     - 2005     MONUMENTED       MNDT
 DK3862
 DK3862                          STATION DESCRIPTION
 DK3862
 DK3862'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3862'2.0 MI (3.2 KM) NORTHWEST OF TAYLORS FALLS, 2.15 MI (3.5 KM) NORTH
 DK3862'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK3862'HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT 72.80, 92.0
 DK3862'FT (28.0 M) SOUTHEAST OF DRIVEWAY NUMBER 21214, 61.6 FT (18.8 M)
 DK3862'NORTHEAST OF TRUNK HIGHWAY 95, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3863 ***********************************************************************
 DK3863  DESIGNATION -  1306 B
 DK3863  PID         -  DK3863
 DK3863  STATE/COUNTY-  MN/CHISAGO
 DK3863  COUNTRY     -  US
 DK3863  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3863
 DK3863                         *CURRENT SURVEY CONTROL
 DK3863  ______________________________________________________________________
 DK3863* NAD 83(1986) POSITION- 45 25 34.69   (N) 092 41 31.51   (W)   HD_HELD1  
 DK3863* NAVD 88 ORTHO HEIGHT -   282.725  (meters)     927.57  (feet) ADJUSTED  
 DK3863  ______________________________________________________________________
 DK3863  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DK3863  DYNAMIC HEIGHT  -        282.729 (meters)      927.59  (feet) COMP
 DK3863  MODELED GRAVITY -    980,622.3   (mgal)                       NAVD 88
 DK3863
 DK3863  VERT ORDER      -  SECOND    CLASS I
 DK3863
 DK3863.The horizontal coordinates were established by differentially corrected
 DK3863.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3863.
 DK3863.The orthometric height was determined by differential leveling and
 DK3863.adjusted in October 2008.
 DK3863
 DK3863.Photographs are available for this station.
 DK3863
 DK3863.The dynamic height is computed by dividing the NAVD 88
 DK3863.geopotential number by the normal gravity value computed on the
 DK3863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3863.degrees latitude (g = 980.6199 gals.).
 DK3863
 DK3863.The modeled gravity was interpolated from observed gravity values.
 DK3863
 DK3863;                    North         East    Units  Estimated Accuracy
 DK3863;SPC MN C     -   148,582.1     921,920.1     MT  (+/- 3 meters HH1 GPS) 
 DK3863
 DK3863                          SUPERSEDED SURVEY CONTROL
 DK3863
 DK3863.No superseded survey control is available for this station.
 DK3863
 DK3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2408730355(NAD 83)
 DK3863
 DK3863_MARKER: DD = SURVEY DISK
 DK3863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3863_STAMPING: 1306 B 2005
 DK3863_MARK LOGO: MNDT  
 DK3863_PROJECTION: RECESSED 10 CENTIMETERS
 DK3863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3863+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3863_ROD/PIPE-DEPTH:  7.6 meters
 DK3863
 DK3863  HISTORY     - Date     Condition        Report By
 DK3863  HISTORY     - 2005     MONUMENTED       MNDT
 DK3863
 DK3863                          STATION DESCRIPTION
 DK3863
 DK3863'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3863'2.0 MI (3.2 KM) NORTHWEST OF TAYLORS FALLS, 3.20 MI (5.1 KM) NORTH AND
 DK3863'WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DK3863'TRUNK HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT
 DK3863'71.70, 74.0 FT (22.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 95, 51.5 FT
 DK3863'(15.7 M) EAST OF UPLAND ROAD, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3872 ***********************************************************************
 DK3872  DESIGNATION -  1306 BA
 DK3872  PID         -  DK3872
 DK3872  STATE/COUNTY-  MN/CHISAGO
 DK3872  COUNTRY     -  US
 DK3872  USGS QUAD   -  LINDSTROM (1974)
 DK3872
 DK3872                         *CURRENT SURVEY CONTROL
 DK3872  ______________________________________________________________________
 DK3872* NAD 83(1986) POSITION- 45 29 21.98   (N) 092 47 09.18   (W)   HD_HELD1  
 DK3872* NAVD 88 ORTHO HEIGHT -   299.621  (meters)     983.01  (feet) ADJUSTED  
 DK3872  ______________________________________________________________________
 DK3872  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DK3872  DYNAMIC HEIGHT  -        299.624 (meters)      983.02  (feet) COMP
 DK3872  MODELED GRAVITY -    980,617.4   (mgal)                       NAVD 88
 DK3872
 DK3872  VERT ORDER      -  SECOND    CLASS I
 DK3872
 DK3872.The horizontal coordinates were established by differentially corrected
 DK3872.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3872.
 DK3872.The orthometric height was determined by differential leveling and
 DK3872.adjusted in October 2008.
 DK3872
 DK3872.The dynamic height is computed by dividing the NAVD 88
 DK3872.geopotential number by the normal gravity value computed on the
 DK3872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3872.degrees latitude (g = 980.6199 gals.).
 DK3872
 DK3872.The modeled gravity was interpolated from observed gravity values.
 DK3872
 DK3872;                    North         East    Units  Estimated Accuracy
 DK3872;SPC MN C     -   155,458.1     914,450.8     MT  (+/- 3 meters HH1 GPS) 
 DK3872
 DK3872                          SUPERSEDED SURVEY CONTROL
 DK3872
 DK3872.No superseded survey control is available for this station.
 DK3872
 DK3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1673137345(NAD 83)
 DK3872
 DK3872_MARKER: DV = VERTICAL CONTROL DISK
 DK3872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3872_STAMPING: 1306 BA 1980
 DK3872_MARK LOGO: MNHD  
 DK3872_PROJECTION: PROJECTING 13 CENTIMETERS
 DK3872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3872+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DK3872_ROD/PIPE-DEPTH:  9.1 meters
 DK3872
 DK3872  HISTORY     - Date     Condition        Report By
 DK3872  HISTORY     - 1980     MONUMENTED       MNDT
 DK3872
 DK3872                          STATION DESCRIPTION
 DK3872
 DK3872'DESCRIBED BY MN DEPT OF TRANSP 1980
 DK3872'300 FT (91.4 M) SOUTH OF THE JUNCTION OF COUNTY ROAD 12 AND TRUNK
 DK3872'HIGHWAY 95 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE POINT 65.35, 124 FT
 DK3872'(37.8 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF CREAMERY BUILDING,
 DK3872'91 FT (27.7 M) SOUTH OF A POWER POLE WITH 3 TRANSFORMERS, 32 FT (9.8
 DK3872'M) WEST OF COUNTY ROAD 12 (PARK TRAIL), 2.6 FT (0.8 M) SOUTH OF CABLE
 DK3872'PEDESTAL, 1.6 FT (0.5 M) NORTH OF A POWER POLE R805, 0.7 FT (0.2 M)
 DK3872'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3873 ***********************************************************************
 DK3873  DESIGNATION -  1306 BB
 DK3873  PID         -  DK3873
 DK3873  STATE/COUNTY-  MN/CHISAGO
 DK3873  COUNTRY     -  US
 DK3873  USGS QUAD   -  LINDSTROM (1974)
 DK3873
 DK3873                         *CURRENT SURVEY CONTROL
 DK3873  ______________________________________________________________________
 DK3873* NAD 83(1986) POSITION- 45 29 55.62   (N) 092 46 52.76   (W)   HD_HELD1  
 DK3873* NAVD 88 ORTHO HEIGHT -   303.335  (meters)     995.19  (feet) ADJUSTED  
 DK3873  ______________________________________________________________________
 DK3873  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DK3873  DYNAMIC HEIGHT  -        303.338 (meters)      995.20  (feet) COMP
 DK3873  MODELED GRAVITY -    980,617.1   (mgal)                       NAVD 88
 DK3873
 DK3873  VERT ORDER      -  SECOND    CLASS I
 DK3873
 DK3873.The horizontal coordinates were established by differentially corrected
 DK3873.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3873.
 DK3873.The orthometric height was determined by differential leveling and
 DK3873.adjusted in October 2008.
 DK3873
 DK3873.No vertical observational check was made to the station.
 DK3873
 DK3873.The dynamic height is computed by dividing the NAVD 88
 DK3873.geopotential number by the normal gravity value computed on the
 DK3873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3873.degrees latitude (g = 980.6199 gals.).
 DK3873
 DK3873.The modeled gravity was interpolated from observed gravity values.
 DK3873
 DK3873;                    North         East    Units  Estimated Accuracy
 DK3873;SPC MN C     -   156,503.1     914,788.1     MT  (+/- 3 meters HH1 GPS) 
 DK3873
 DK3873                          SUPERSEDED SURVEY CONTROL
 DK3873
 DK3873.No superseded survey control is available for this station.
 DK3873
 DK3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1708438384(NAD 83)
 DK3873
 DK3873_MARKER: DV = VERTICAL CONTROL DISK
 DK3873_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3873_STAMPING: 1306 BB 1980
 DK3873_MARK LOGO: MNHD  
 DK3873_PROJECTION: FLUSH
 DK3873_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3873+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DK3873_ROD/PIPE-DEPTH:  7.6 meters
 DK3873
 DK3873  HISTORY     - Date     Condition        Report By
 DK3873  HISTORY     - 1980     MONUMENTED       MNDT
 DK3873
 DK3873                          STATION DESCRIPTION
 DK3873
 DK3873'DESCRIBED BY MN DEPT OF TRANSP 1980
 DK3873'0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF COUNTY ROAD 12 AND TRUNK
 DK3873'HIGHWAY 95 IN ALMELUND THEN 260 FT (79.2 M) EAST, 260 FT (79.2 M) EAST
 DK3873'OF COUNTY ROAD 12, 45.5 FT (13.9 M) NORTH OF COUNTY ROAD 16 (WILD
 DK3873'MOUNTAIN ROAD), 2.1 FT (0.6 M) SOUTH OF A POWER POLE, 1.1 FT (0.3 M)
 DK3873'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3874 ***********************************************************************
 DK3874  DESIGNATION -  1306 BC
 DK3874  PID         -  DK3874
 DK3874  STATE/COUNTY-  MN/CHISAGO
 DK3874  COUNTRY     -  US
 DK3874  USGS QUAD   -  SUNRISE (1983)
 DK3874
 DK3874                         *CURRENT SURVEY CONTROL
 DK3874  ______________________________________________________________________
 DK3874* NAD 83(1986) POSITION- 45 30 21.00   (N) 092 46 31.19   (W)   HD_HELD1  
 DK3874* NAVD 88 ORTHO HEIGHT -   301.629  (meters)     989.59  (feet) ADJUSTED  
 DK3874  ______________________________________________________________________
 DK3874  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DK3874  DYNAMIC HEIGHT  -        301.633 (meters)      989.61  (feet) COMP
 DK3874  MODELED GRAVITY -    980,622.1   (mgal)                       NAVD 88
 DK3874
 DK3874  VERT ORDER      -  SECOND    CLASS I
 DK3874
 DK3874.The horizontal coordinates were established by differentially corrected
 DK3874.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3874.
 DK3874.The orthometric height was determined by differential leveling and
 DK3874.adjusted in October 2008.
 DK3874
 DK3874.No vertical observational check was made to the station.
 DK3874
 DK3874.The dynamic height is computed by dividing the NAVD 88
 DK3874.geopotential number by the normal gravity value computed on the
 DK3874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3874.degrees latitude (g = 980.6199 gals.).
 DK3874
 DK3874.The modeled gravity was interpolated from observed gravity values.
 DK3874
 DK3874;                    North         East    Units  Estimated Accuracy
 DK3874;SPC MN C     -   157,295.2     915,241.7     MT  (+/- 3 meters HH1 GPS) 
 DK3874
 DK3874                          SUPERSEDED SURVEY CONTROL
 DK3874
 DK3874.No superseded survey control is available for this station.
 DK3874
 DK3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1755039169(NAD 83)
 DK3874
 DK3874_MARKER: DV = VERTICAL CONTROL DISK
 DK3874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3874_STAMPING: 1306 BC 1980
 DK3874_MARK LOGO: MNHD  
 DK3874_PROJECTION: FLUSH
 DK3874_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3874+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DK3874_ROD/PIPE-DEPTH:  7.6 meters
 DK3874
 DK3874  HISTORY     - Date     Condition        Report By
 DK3874  HISTORY     - 1980     MONUMENTED       MNDT
 DK3874
 DK3874                          STATION DESCRIPTION
 DK3874
 DK3874'DESCRIBED BY MN DEPT OF TRANSP 1980
 DK3874'1.2 MI (1.9 KM) NORTHEAST OF ALMELUND, 1.2 MI (1.9 KM) NORTH OF THE
 DK3874'JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95, 128.3 FT (39.1 M)
 DK3874'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL 8602 P2, 38 FT (11.6 M)
 DK3874'SOUTHEAST OF COUNTY ROAD 12, 10 FT (3.0 M) WEST OF DRIVEWAY NORTHWEST
 DK3874'EXTENDED, 0.8 FT (0.2 M) NORTHWEST OF A FENCE CORNER POST, 0.6 FT (0.2
 DK3874'M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3875 ***********************************************************************
 DK3875  DESIGNATION -  1306 BF
 DK3875  PID         -  DK3875
 DK3875  STATE/COUNTY-  MN/CHISAGO
 DK3875  COUNTRY     -  US
 DK3875  USGS QUAD   -  SUNRISE (1983)
 DK3875
 DK3875                         *CURRENT SURVEY CONTROL
 DK3875  ______________________________________________________________________
 DK3875* NAD 83(1986) POSITION- 45 31 26.94   (N) 092 45 10.09   (W)   HD_HELD1  
 DK3875* NAVD 88 ORTHO HEIGHT -   254.499  (meters)     834.97  (feet) ADJUSTED  
 DK3875  ______________________________________________________________________
 DK3875  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DK3875  DYNAMIC HEIGHT  -        254.504 (meters)      834.99  (feet) COMP
 DK3875  MODELED GRAVITY -    980,630.3   (mgal)                       NAVD 88
 DK3875
 DK3875  VERT ORDER      -  SECOND    CLASS I
 DK3875
 DK3875.The horizontal coordinates were established by differentially corrected
 DK3875.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3875.
 DK3875.The orthometric height was determined by differential leveling and
 DK3875.adjusted in October 2008.
 DK3875
 DK3875.No vertical observational check was made to the station.
 DK3875
 DK3875.The dynamic height is computed by dividing the NAVD 88
 DK3875.geopotential number by the normal gravity value computed on the
 DK3875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3875.degrees latitude (g = 980.6199 gals.).
 DK3875
 DK3875.The modeled gravity was interpolated from observed gravity values.
 DK3875
 DK3875;                    North         East    Units  Estimated Accuracy
 DK3875;SPC MN C     -   159,363.7     916,963.5     MT  (+/- 3 meters HH1 GPS) 
 DK3875
 DK3875                          SUPERSEDED SURVEY CONTROL
 DK3875
 DK3875.No superseded survey control is available for this station.
 DK3875
 DK3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1930441209(NAD 83)
 DK3875
 DK3875_MARKER: DV = VERTICAL CONTROL DISK
 DK3875_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3875_STAMPING: 1306 BF 1980
 DK3875_MARK LOGO: MNDT  
 DK3875_PROJECTION: FLUSH
 DK3875_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3875+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DK3875_ROD/PIPE-DEPTH:  7.6 meters
 DK3875
 DK3875  HISTORY     - Date     Condition        Report By
 DK3875  HISTORY     - 1980     MONUMENTED       MNDT
 DK3875
 DK3875                          STATION DESCRIPTION
 DK3875
 DK3875'DESCRIBED BY MN DEPT OF TRANSP 1980
 DK3875'2.8 MI (4.5 KM) NORTHEAST OF ALMELUND, 3.1 MI (5.0 KM) NORTHEAST OF
 DK3875'THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95, 400 FT (121.9 M)
 DK3875'EAST OF COUNTY ROAD 12, 43.7 FT (13.3 M) NORTHEAST OF PARK ENTRANCE,
 DK3875'2.5 FT (0.8 M) NORTHWEST OF THE NORTH CORNER PILLAR WITH STATE PARK
 DK3875'SIGN, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3876 ***********************************************************************
 DK3876  DESIGNATION -  1306 BF 1
 DK3876  PID         -  DK3876
 DK3876  STATE/COUNTY-  MN/CHISAGO
 DK3876  COUNTRY     -  US
 DK3876  USGS QUAD   -  SUNRISE (1983)
 DK3876
 DK3876                         *CURRENT SURVEY CONTROL
 DK3876  ______________________________________________________________________
 DK3876* NAD 83(2007) POSITION- 45 31 52.37654(N) 092 45 15.66406(W)   ADJUSTED  
 DK3876* NAD 83(2007) ELLIP HT-   227.377 (meters)        (04/01/09)   ADJUSTED
 DK3876* NAD 83(2007) EPOCH   -  2002.00
 DK3876* NAVD 88 ORTHO HEIGHT -   254.808  (meters)     835.98  (feet) ADJUSTED  
 DK3876  ______________________________________________________________________
 DK3876  NAD 83(2007) X  -   -215,080.556 (meters)                     COMP
 DK3876  NAD 83(2007) Y  - -4,470,640.549 (meters)                     COMP
 DK3876  NAD 83(2007) Z  -  4,529,062.510 (meters)                     COMP
 DK3876  LAPLACE CORR    -          2.25  (seconds)                    DEFLEC09
 DK3876  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DK3876  DYNAMIC HEIGHT  -        254.813 (meters)      836.00  (feet) COMP
 DK3876  MODELED GRAVITY -    980,631.1   (mgal)                       NAVD 88
 DK3876
 DK3876  HORZ ORDER      -  FIRST
 DK3876  VERT ORDER      -  SECOND    CLASS I
 DK3876  ELLP ORDER      -  THIRD     CLASS II
 DK3876
 DK3876.The horizontal coordinates were established by GPS observations
 DK3876.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DK3876
 DK3876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3876.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3876
 DK3876.The horizontal coordinates are valid at the epoch date displayed above
 DK3876.which is a decimal equivalence of Year/Month/Day.
 DK3876
 DK3876.The orthometric height was determined by differential leveling and
 DK3876.adjusted in October 2008.
 DK3876
 DK3876.No vertical observational check was made to the station.
 DK3876
 DK3876.Photographs are available for this station.
 DK3876
 DK3876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3876
 DK3876.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3876
 DK3876.The ellipsoidal height was determined by GPS observations
 DK3876.and is referenced to NAD 83.
 DK3876
 DK3876.The dynamic height is computed by dividing the NAVD 88
 DK3876.geopotential number by the normal gravity value computed on the
 DK3876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3876.degrees latitude (g = 980.6199 gals.).
 DK3876
 DK3876.The modeled gravity was interpolated from observed gravity values.
 DK3876
 DK3876. The following values were computed from the NAD 83(2007) position.
 DK3876
 DK3876;                    North         East     Units Scale Factor Converg.
 DK3876;SPC MN C     -   160,146.570   916,827.755   MT  1.00001961   +1 04 55.0
 DK3876;SPC MN C     -   525,414.21  3,007,959.06   sFT  1.00001961   +1 04 55.0
 DK3876;UTM  15      - 5,041,993.831   519,181.152   MT  0.99960452   +0 10 31.1
 DK3876
 DK3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3876!SPC MN C     -   0.99996435  x   1.00001961  =   0.99998396
 DK3876!UTM  15      -   0.99996435  x   0.99960452  =   0.99956889
 DK3876
 DK3876                          SUPERSEDED SURVEY CONTROL
 DK3876
 DK3876  NAVD 88 (04/01/09)  254.82   (m)          836.0    (f) LEVELING    3  
 DK3876
 DK3876.Superseded values are not recommended for survey control.
 DK3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3876.See file dsdata.txt to determine how the superseded data were derived.
 DK3876
 DK3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1918141993(NAD 83)
 DK3876
 DK3876_MARKER: DD = SURVEY DISK
 DK3876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3876_STAMPING: 1306 BF 1 2005
 DK3876_MARK LOGO: MNDT  
 DK3876_PROJECTION: RECESSED 10 CENTIMETERS
 DK3876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3876+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 DK3876_ROD/PIPE-DEPTH:  7.6 meters
 DK3876
 DK3876  HISTORY     - Date     Condition        Report By
 DK3876  HISTORY     - 2005     MONUMENTED       MNDT
 DK3876  HISTORY     - 20051122 GOOD             MNDT
 DK3876
 DK3876                          STATION DESCRIPTION
 DK3876
 DK3876'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3876'3.0 MI (4.8 KM) NORTH OF ALMELUND, 2.9 MI (4.7 KM) NORTHEAST ALONG
 DK3876'COUNTY ROAD 12 (PARK TRAIL) FROM THE JUNCTION OF COUNTY ROAD 12 AND
 DK3876'TRUNK HIGHWAY 95 IN ALMELUND, THEN 0.50 MI (0.8 KM) NORTH ON COUNTY
 DK3876'ROAD 81, 35.0 FT (10.7 M) WEST OF COUNTY ROAD 81, 18.0 FT (5.5 M)
 DK3876'SOUTH OF SOUTH ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK3876
 DK3876                          STATION RECOVERY (2005)
 DK3876
 DK3876'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3876'3.0 MILES NORTH OF ALMELUND, 2.9 MILES NORTHEAST ALONG COUNTY ROAD 12
 DK3876'(PARK TRAIL) FROM THE JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 95
 DK3876'IN ALMELUND, THEN 0.50 MILES NORTH ON COUNTY ROAD 81, 35.0 FEET WEST
 DK3876'OF COUNTY ROAD 81, 18.0 FEET SOUTH OF SOUTH ENTRANCE, 1.0 FEET EAST OF
 DK3876'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3871 ***********************************************************************
 DK3871  DESIGNATION -  1306 BH
 DK3871  PID         -  DK3871
 DK3871  STATE/COUNTY-  MN/CHISAGO
 DK3871  COUNTRY     -  US
 DK3871  USGS QUAD   -  LINDSTROM (1974)
 DK3871
 DK3871                         *CURRENT SURVEY CONTROL
 DK3871  ______________________________________________________________________
 DK3871* NAD 83(1986) POSITION- 45 29 05.01   (N) 092 46 32.43   (W)   HD_HELD1  
 DK3871* NAVD 88 ORTHO HEIGHT -   291.706  (meters)     957.04  (feet) ADJUSTED  
 DK3871  ______________________________________________________________________
 DK3871  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DK3871  DYNAMIC HEIGHT  -        291.709 (meters)      957.05  (feet) COMP
 DK3871  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 DK3871
 DK3871  VERT ORDER      -  SECOND    CLASS I
 DK3871
 DK3871.The horizontal coordinates were established by differentially corrected
 DK3871.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3871.
 DK3871.The orthometric height was determined by differential leveling and
 DK3871.adjusted in October 2008.
 DK3871
 DK3871.The dynamic height is computed by dividing the NAVD 88
 DK3871.geopotential number by the normal gravity value computed on the
 DK3871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3871.degrees latitude (g = 980.6199 gals.).
 DK3871
 DK3871.The modeled gravity was interpolated from observed gravity values.
 DK3871
 DK3871;                    North         East    Units  Estimated Accuracy
 DK3871;SPC MN C     -   154,949.0     915,258.5     MT  (+/- 3 meters HH1 GPS) 
 DK3871
 DK3871                          SUPERSEDED SURVEY CONTROL
 DK3871
 DK3871.No superseded survey control is available for this station.
 DK3871
 DK3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1753036823(NAD 83)
 DK3871
 DK3871_MARKER: DV = VERTICAL CONTROL DISK
 DK3871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3871_STAMPING: 1306 BH 1980
 DK3871_MARK LOGO: MNHD  
 DK3871_PROJECTION: FLUSH
 DK3871_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3871+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DK3871_ROD/PIPE-DEPTH:  9.1 meters
 DK3871
 DK3871  HISTORY     - Date     Condition        Report By
 DK3871  HISTORY     - 1980     MONUMENTED       MNDT
 DK3871
 DK3871                          STATION DESCRIPTION
 DK3871
 DK3871'DESCRIBED BY MN DEPT OF TRANSP 1980
 DK3871'0.6 MI (1.0 KM) SOUTHEAST OF ALMELUND, 0.6 MI (1.0 KM) SOUTHEAST OF
 DK3871'THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 12, AT TRUNK HIGHWAY
 DK3871'95 MILE POINT 65.95, 215 FT (65.5 M) SOUTHWEST OF TRUNK HIGHWAY 95,
 DK3871'224 FT (68.3 M) SOUTHWEST OF TRUNK HIGHWAY 95 MILEPOST 66, 35 FT (10.7
 DK3871'M) WEST OF QUINLAN AVENUE, 1.9 FT (0.6 M) NORTH OF A POWER POLE, 0.8
 DK3871'FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3870 ***********************************************************************
 DK3870  DESIGNATION -  1306 BJ
 DK3870  PID         -  DK3870
 DK3870  STATE/COUNTY-  MN/CHISAGO
 DK3870  COUNTRY     -  US
 DK3870  USGS QUAD   -  LINDSTROM (1974)
 DK3870
 DK3870                         *CURRENT SURVEY CONTROL
 DK3870  ______________________________________________________________________
 DK3870* NAD 83(1986) POSITION- 45 28 41.33   (N) 092 45 55.82   (W)   HD_HELD1  
 DK3870* NAVD 88 ORTHO HEIGHT -   294.768  (meters)     967.08  (feet) ADJUSTED  
 DK3870  ______________________________________________________________________
 DK3870  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DK3870  DYNAMIC HEIGHT  -        294.772 (meters)      967.10  (feet) COMP
 DK3870  MODELED GRAVITY -    980,620.7   (mgal)                       NAVD 88
 DK3870
 DK3870  VERT ORDER      -  SECOND    CLASS I
 DK3870
 DK3870.The horizontal coordinates were established by differentially corrected
 DK3870.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3870.
 DK3870.The orthometric height was determined by differential leveling and
 DK3870.adjusted in October 2008.
 DK3870
 DK3870.The dynamic height is computed by dividing the NAVD 88
 DK3870.geopotential number by the normal gravity value computed on the
 DK3870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3870.degrees latitude (g = 980.6199 gals.).
 DK3870
 DK3870.The modeled gravity was interpolated from observed gravity values.
 DK3870
 DK3870;                    North         East    Units  Estimated Accuracy
 DK3870;SPC MN C     -   154,232.9     916,067.1     MT  (+/- 3 meters HH1 GPS) 
 DK3870
 DK3870                          SUPERSEDED SURVEY CONTROL
 DK3870
 DK3870.No superseded survey control is available for this station.
 DK3870
 DK3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1832736095(NAD 83)
 DK3870
 DK3870_MARKER: DV = VERTICAL CONTROL DISK
 DK3870_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK3870_STAMPING: 1306 BJ 1980
 DK3870_MARK LOGO: MNHD  
 DK3870_PROJECTION: FLUSH
 DK3870_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3870+SATELLITE: SATELLITE OBSERVATIONS - 1980
 DK3870_ROD/PIPE-DEPTH:  2.4 meters
 DK3870
 DK3870  HISTORY     - Date     Condition        Report By
 DK3870  HISTORY     - 1980     MONUMENTED       MNDT
 DK3870
 DK3870                          STATION DESCRIPTION
 DK3870
 DK3870'DESCRIBED BY MN DEPT OF TRANSP 1980
 DK3870'1.3 MI (2.1 KM) SOUTHEAST OF ALMELUND, 1.3 MI (2.1 KM) SOUTHEAST OF
 DK3870'THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 12, AT TRUNK HIGHWAY
 DK3870'95 MILE POINT 66.4, 65 FT (19.8 M) SOUTHWEST OF TRUNK HIGHWAY 95, 44.4
 DK3870'FT (13.5 M) WEST-SOUTHWEST OF NORTHWEST END OF METAL CULVERT, 5.7 FT
 DK3870'(1.7 M) NORTHEAST OF RIGHT OF WAY FENCE, 1.6 FT (0.5 M) SOUTHEAST OF A
 DK3870'POWER POLE 224, 0.7 FT (0.2 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3881 ***********************************************************************
 DK3881  DESIGNATION -  1306 BK
 DK3881  PID         -  DK3881
 DK3881  STATE/COUNTY-  MN/CHISAGO
 DK3881  COUNTRY     -  US
 DK3881  USGS QUAD   -  SUNRISE (1983)
 DK3881
 DK3881                         *CURRENT SURVEY CONTROL
 DK3881  ______________________________________________________________________
 DK3881* NAD 83(1986) POSITION- 45 30 48.26   (N) 092 51 53.94   (W)   HD_HELD1  
 DK3881* NAVD 88 ORTHO HEIGHT -   265.963  (meters)     872.58  (feet) ADJUSTED  
 DK3881  ______________________________________________________________________
 DK3881  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 DK3881  DYNAMIC HEIGHT  -        265.965 (meters)      872.59  (feet) COMP
 DK3881  MODELED GRAVITY -    980,615.5   (mgal)                       NAVD 88
 DK3881
 DK3881  VERT ORDER      -  SECOND    CLASS I
 DK3881
 DK3881.The horizontal coordinates were established by differentially corrected
 DK3881.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3881.
 DK3881.The orthometric height was determined by differential leveling and
 DK3881.adjusted in October 2008.
 DK3881
 DK3881.The dynamic height is computed by dividing the NAVD 88
 DK3881.geopotential number by the normal gravity value computed on the
 DK3881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3881.degrees latitude (g = 980.6199 gals.).
 DK3881
 DK3881.The modeled gravity was interpolated from observed gravity values.
 DK3881
 DK3881;                    North         East    Units  Estimated Accuracy
 DK3881;SPC MN C     -   158,010.2     908,221.6     MT  (+/- 3 meters HH1 GPS) 
 DK3881
 DK3881                          SUPERSEDED SURVEY CONTROL
 DK3881
 DK3881.No superseded survey control is available for this station.
 DK3881
 DK3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1054539994(NAD 83)
 DK3881
 DK3881_MARKER: DV = VERTICAL CONTROL DISK
 DK3881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3881_STAMPING: 1306 BK 1990
 DK3881_MARK LOGO: MNDT  
 DK3881_PROJECTION: FLUSH
 DK3881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3881+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DK3881_ROD/PIPE-DEPTH:  7.6 meters
 DK3881
 DK3881  HISTORY     - Date     Condition        Report By
 DK3881  HISTORY     - 1990     MONUMENTED       MNDT
 DK3881
 DK3881                          STATION DESCRIPTION
 DK3881
 DK3881'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3881'6 MI (9.7 KM) EAST OF NORTH BRANCH, 5.85 MI (9.4 KM) EAST OF THE
 DK3881'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 61, AT TRUNK HIGHWAY 95
 DK3881'MILE POINT 60.90, 0.1 MI (0.2 KM) EAST OF KOST TRAIL, 31 FT (9.4 M)
 DK3881'NORTH OF NORTH EDGE OF TRUNK HIGHWAY 95 BITUMINOUS/BLACKTOP, 8 FT (2.4
 DK3881'M) SOUTH OF END FENCE POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3879 ***********************************************************************
 DK3879  DESIGNATION -  1306 BL
 DK3879  PID         -  DK3879
 DK3879  STATE/COUNTY-  MN/CHISAGO
 DK3879  COUNTRY     -  US
 DK3879  USGS QUAD   -  SUNRISE (1983)
 DK3879
 DK3879                         *CURRENT SURVEY CONTROL
 DK3879  ______________________________________________________________________
 DK3879* NAD 83(1986) POSITION- 45 30 48.06   (N) 092 50 29.99   (W)   HD_HELD1  
 DK3879* NAVD 88 ORTHO HEIGHT -   263.161  (meters)     863.39  (feet) ADJUSTED  
 DK3879  ______________________________________________________________________
 DK3879  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DK3879  DYNAMIC HEIGHT  -        263.163 (meters)      863.39  (feet) COMP
 DK3879  MODELED GRAVITY -    980,617.9   (mgal)                       NAVD 88
 DK3879
 DK3879  VERT ORDER      -  SECOND    CLASS I
 DK3879
 DK3879.The horizontal coordinates were established by differentially corrected
 DK3879.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3879.
 DK3879.The orthometric height was determined by differential leveling and
 DK3879.adjusted in October 2008.
 DK3879
 DK3879.The dynamic height is computed by dividing the NAVD 88
 DK3879.geopotential number by the normal gravity value computed on the
 DK3879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3879.degrees latitude (g = 980.6199 gals.).
 DK3879
 DK3879.The modeled gravity was interpolated from observed gravity values.
 DK3879
 DK3879;                    North         East    Units  Estimated Accuracy
 DK3879;SPC MN C     -   158,036.2     910,043.6     MT  (+/- 3 meters HH1 GPS) 
 DK3879
 DK3879                          SUPERSEDED SURVEY CONTROL
 DK3879
 DK3879.No superseded survey control is available for this station.
 DK3879
 DK3879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1236739991(NAD 83)
 DK3879
 DK3879_MARKER: DV = VERTICAL CONTROL DISK
 DK3879_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3879_STAMPING: 1306 BL 1990
 DK3879_MARK LOGO: MNDT  
 DK3879_PROJECTION: FLUSH
 DK3879_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3879+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DK3879_ROD/PIPE-DEPTH:  6.1 meters
 DK3879
 DK3879  HISTORY     - Date     Condition        Report By
 DK3879  HISTORY     - 1990     MONUMENTED       MNDT
 DK3879
 DK3879                          STATION DESCRIPTION
 DK3879
 DK3879'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3879'7 MI (11.3 KM) EAST OF NORTH BRANCH, 7 MI (11.3 KM) EAST OF THE
 DK3879'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 61, 0.15 MI (0.2 KM)
 DK3879'EAST OF COUNTY ROAD 9, OPPOSITE TRUNK HIGHWAY 95 MILEPOST 62, 46 FT
 DK3879'(14.0 M) NORTH OF NORTH EDGE OF TRUNK HIGHWAY 95 BITUMINOUS/BLACKTOP,
 DK3879'100 FT (30.5 M) EAST-SOUTHEAST OF TEE-FENCE CORNER, 1.0 FT (0.3 M)
 DK3879'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3878 ***********************************************************************
 DK3878  DESIGNATION -  1306 BM
 DK3878  PID         -  DK3878
 DK3878  STATE/COUNTY-  MN/CHISAGO
 DK3878  COUNTRY     -  US
 DK3878  USGS QUAD   -  SUNRISE (1983)
 DK3878
 DK3878                         *CURRENT SURVEY CONTROL
 DK3878  ______________________________________________________________________
 DK3878* NAD 83(1986) POSITION- 45 30 47.9    (N) 092 49 46.9    (W)   HD_HELD2  
 DK3878* NAVD 88 ORTHO HEIGHT -   264.298  (meters)     867.12  (feet) ADJUSTED  
 DK3878  ______________________________________________________________________
 DK3878  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DK3878  DYNAMIC HEIGHT  -        264.301 (meters)      867.13  (feet) COMP
 DK3878  MODELED GRAVITY -    980,618.4   (mgal)                       NAVD 88
 DK3878
 DK3878  VERT ORDER      -  SECOND    CLASS I
 DK3878
 DK3878.The horizontal coordinates were established by autonomous hand held GPS
 DK3878.observations and have an estimated accuracy of +/- 10 meters.
 DK3878.
 DK3878.The orthometric height was determined by differential leveling and
 DK3878.adjusted in October 2008.
 DK3878
 DK3878.The dynamic height is computed by dividing the NAVD 88
 DK3878.geopotential number by the normal gravity value computed on the
 DK3878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3878.degrees latitude (g = 980.6199 gals.).
 DK3878
 DK3878.The modeled gravity was interpolated from observed gravity values.
 DK3878
 DK3878;                    North         East    Units  Estimated Accuracy
 DK3878;SPC MN C     -   158,048.      910,979.      MT  (+/- 10 meters HH2 GPS)
 DK3878
 DK3878                          SUPERSEDED SURVEY CONTROL
 DK3878
 DK3878.No superseded survey control is available for this station.
 DK3878
 DK3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1330239988(NAD 83)
 DK3878
 DK3878_MARKER: DV = VERTICAL CONTROL DISK
 DK3878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3878_STAMPING: 1306 BM 1990
 DK3878_MARK LOGO: MNDT  
 DK3878_PROJECTION: FLUSH
 DK3878_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3878+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DK3878_ROD/PIPE-DEPTH:  3.0 meters
 DK3878
 DK3878  HISTORY     - Date     Condition        Report By
 DK3878  HISTORY     - 1990     MONUMENTED       MNDT
 DK3878
 DK3878                          STATION DESCRIPTION
 DK3878
 DK3878'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3878'2.7 MI (4.3 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DK3878'COUNTY ROAD 12 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE POINT 62.65, 60
 DK3878'FT (18.3 M) NORTH OF TRUNK HIGHWAY 95, 111 FT (33.8 M) WEST OF A FIELD
 DK3878'ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3864 ***********************************************************************
 DK3864  DESIGNATION -  1306 C
 DK3864  PID         -  DK3864
 DK3864  STATE/COUNTY-  MN/CHISAGO
 DK3864  COUNTRY     -  US
 DK3864  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3864
 DK3864                         *CURRENT SURVEY CONTROL
 DK3864  ______________________________________________________________________
 DK3864* NAD 83(1986) POSITION- 45 26 07.03   (N) 092 42 20.29   (W)   HD_HELD1  
 DK3864* NAVD 88 ORTHO HEIGHT -   284.197  (meters)     932.40  (feet) ADJUSTED  
 DK3864  ______________________________________________________________________
 DK3864  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DK3864  DYNAMIC HEIGHT  -        284.201 (meters)      932.42  (feet) COMP
 DK3864  MODELED GRAVITY -    980,622.9   (mgal)                       NAVD 88
 DK3864
 DK3864  VERT ORDER      -  SECOND    CLASS I
 DK3864
 DK3864.The horizontal coordinates were established by differentially corrected
 DK3864.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3864.
 DK3864.The orthometric height was determined by differential leveling and
 DK3864.adjusted in October 2008.
 DK3864
 DK3864.The dynamic height is computed by dividing the NAVD 88
 DK3864.geopotential number by the normal gravity value computed on the
 DK3864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3864.degrees latitude (g = 980.6199 gals.).
 DK3864
 DK3864.The modeled gravity was interpolated from observed gravity values.
 DK3864
 DK3864;                    North         East    Units  Estimated Accuracy
 DK3864;SPC MN C     -   149,559.6     920,840.4     MT  (+/- 3 meters HH1 GPS) 
 DK3864
 DK3864                          SUPERSEDED SURVEY CONTROL
 DK3864
 DK3864.No superseded survey control is available for this station.
 DK3864
 DK3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2302431349(NAD 83)
 DK3864
 DK3864_MARKER: DD = SURVEY DISK
 DK3864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3864_STAMPING: 1306 C 2005
 DK3864_MARK LOGO: MNDT  
 DK3864_PROJECTION: RECESSED 10 CENTIMETERS
 DK3864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3864+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3864_ROD/PIPE-DEPTH: 10.7 meters
 DK3864
 DK3864  HISTORY     - Date     Condition        Report By
 DK3864  HISTORY     - 2005     MONUMENTED       MNDT
 DK3864
 DK3864                          STATION DESCRIPTION
 DK3864
 DK3864'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3864'3.0 MI (4.8 KM) NORTHWEST OF TAYLORS FALLS, 4.10 MI (6.6 KM) NORTHWEST
 DK3864'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK3864'HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT 70.80, 350
 DK3864'FT (106.7 M) SOUTHEAST OF DRIVEWAY, 68.0 FT (20.7 M) SOUTHWEST OF
 DK3864'TRUNK HIGHWAY 95, 17.6 FT (5.4 M) SOUTHEAST OF A POWER POLE NUMBER
 DK3864'104, 2.0 FT (0.6 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3865 ***********************************************************************
 DK3865  DESIGNATION -  1306 D
 DK3865  PID         -  DK3865
 DK3865  STATE/COUNTY-  MN/CHISAGO
 DK3865  COUNTRY     -  US
 DK3865  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3865
 DK3865                         *CURRENT SURVEY CONTROL
 DK3865  ______________________________________________________________________
 DK3865* NAD 83(2007) POSITION- 45 26 48.35783(N) 092 43 17.78899(W)   ADJUSTED  
 DK3865* NAD 83(2007) ELLIP HT-   259.829 (meters)        (04/01/09)   ADJUSTED
 DK3865* NAD 83(2007) EPOCH   -  2002.00
 DK3865* NAVD 88 ORTHO HEIGHT -   287.338  (meters)     942.71  (feet) ADJUSTED  
 DK3865  ______________________________________________________________________
 DK3865  NAD 83(2007) X  -   -212,844.571 (meters)                     COMP
 DK3865  NAD 83(2007) Y  - -4,477,471.357 (meters)                     COMP
 DK3865  NAD 83(2007) Z  -  4,522,505.488 (meters)                     COMP
 DK3865  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC09
 DK3865  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DK3865  DYNAMIC HEIGHT  -        287.343 (meters)      942.72  (feet) COMP
 DK3865  MODELED GRAVITY -    980,624.0   (mgal)                       NAVD 88
 DK3865
 DK3865  HORZ ORDER      -  FIRST
 DK3865  VERT ORDER      -  SECOND    CLASS I
 DK3865  ELLP ORDER      -  THIRD     CLASS II
 DK3865
 DK3865.The horizontal coordinates were established by GPS observations
 DK3865.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DK3865
 DK3865.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3865.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3865
 DK3865.The horizontal coordinates are valid at the epoch date displayed above
 DK3865.which is a decimal equivalence of Year/Month/Day.
 DK3865
 DK3865.The orthometric height was determined by differential leveling and
 DK3865.adjusted in October 2008.
 DK3865
 DK3865.Photographs are available for this station.
 DK3865
 DK3865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3865
 DK3865.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3865
 DK3865.The ellipsoidal height was determined by GPS observations
 DK3865.and is referenced to NAD 83.
 DK3865
 DK3865.The dynamic height is computed by dividing the NAVD 88
 DK3865.geopotential number by the normal gravity value computed on the
 DK3865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3865.degrees latitude (g = 980.6199 gals.).
 DK3865
 DK3865.The modeled gravity was interpolated from observed gravity values.
 DK3865
 DK3865. The following values were computed from the NAD 83(2007) position.
 DK3865
 DK3865;                    North         East     Units Scale Factor Converg.
 DK3865;SPC MN C     -   150,811.013   919,566.170   MT  1.00004114   +1 06 20.2
 DK3865;SPC MN C     -   494,785.80  3,016,943.34   sFT  1.00004114   +1 06 20.2
 DK3865;UTM  15      - 5,032,620.086   521,770.357   MT  0.99960583   +0 11 54.2
 DK3865
 DK3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3865!SPC MN C     -   0.99995927  x   1.00004114  =   1.00000040
 DK3865!UTM  15      -   0.99995927  x   0.99960583  =   0.99956511
 DK3865
 DK3865                          SUPERSEDED SURVEY CONTROL
 DK3865
 DK3865  NAVD 88 (04/01/09)  287.34   (m)          942.7    (f) LEVELING    3  
 DK3865
 DK3865.Superseded values are not recommended for survey control.
 DK3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3865.See file dsdata.txt to determine how the superseded data were derived.
 DK3865
 DK3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2177032620(NAD 83)
 DK3865
 DK3865_MARKER: DD = SURVEY DISK
 DK3865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3865_STAMPING: 1306 D 2005
 DK3865_MARK LOGO: MNDT  
 DK3865_PROJECTION: RECESSED 10 CENTIMETERS
 DK3865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3865+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 DK3865_ROD/PIPE-DEPTH:  6.1 meters
 DK3865
 DK3865  HISTORY     - Date     Condition        Report By
 DK3865  HISTORY     - 2005     MONUMENTED       MNDT
 DK3865  HISTORY     - 20051122 GOOD             MNDT
 DK3865
 DK3865                          STATION DESCRIPTION
 DK3865
 DK3865'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3865'4.5 MI (7.2 KM) NORTHWEST OF TAYLORS FALLS, 5.25 MI (8.4 KM) NORTHWEST
 DK3865'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DK3865'HIGHWAY 8 IN TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILE POINT 69.65, 63.0
 DK3865'FT (19.2 M) SOUTHWEST OF TRUNK HIGHWAY 95, 19.5 FT (5.9 M) SOUTHEAST
 DK3865'OF A FIELD ENTRANCE, 8.9 FT (2.7 M) SOUTHEAST OF THE SOUTH CORNER GATE
 DK3865'POST, 2.6 FT (0.8 M) NORTHEAST OF A WITNESS POST.
 DK3865
 DK3865                          STATION RECOVERY (2005)
 DK3865
 DK3865'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3865'4.5 MILES NORTHWEST OF TAYLORS FALLS, 5.25 MILES NORTHWEST ALONG TRUNK
 DK3865'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8 IN
 DK3865'TAYLORS FALLS, AT TRUNK HIGHWAY 95 MILEPOINT 69.65, 63.0 FEET
 DK3865'SOUTHWEST OF TRUNK HIGHWAY 95, 19.5 FEET SOUTHEAST OF DRIVEWAY, 8.9
 DK3865'FEET SOUTHEAST OF SOUTH CORNER GATE POST, 2.6 FEET NORTHEAST OF
 DK3865'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3866 ***********************************************************************
 DK3866  DESIGNATION -  1306 E
 DK3866  PID         -  DK3866
 DK3866  STATE/COUNTY-  MN/CHISAGO
 DK3866  COUNTRY     -  US
 DK3866  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3866
 DK3866                         *CURRENT SURVEY CONTROL
 DK3866  ______________________________________________________________________
 DK3866* NAD 83(1986) POSITION- 45 27 20.64   (N) 092 44 02.83   (W)   HD_HELD1  
 DK3866* NAVD 88 ORTHO HEIGHT -   284.488  (meters)     933.36  (feet) ADJUSTED  
 DK3866  ______________________________________________________________________
 DK3866  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DK3866  DYNAMIC HEIGHT  -        284.493 (meters)      933.37  (feet) COMP
 DK3866  MODELED GRAVITY -    980,624.4   (mgal)                       NAVD 88
 DK3866
 DK3866  VERT ORDER      -  SECOND    CLASS I
 DK3866
 DK3866.The horizontal coordinates were established by differentially corrected
 DK3866.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3866.
 DK3866.The orthometric height was determined by differential leveling and
 DK3866.adjusted in October 2008.
 DK3866
 DK3866.The dynamic height is computed by dividing the NAVD 88
 DK3866.geopotential number by the normal gravity value computed on the
 DK3866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3866.degrees latitude (g = 980.6199 gals.).
 DK3866
 DK3866.The modeled gravity was interpolated from observed gravity values.
 DK3866
 DK3866;                    North         East    Units  Estimated Accuracy
 DK3866;SPC MN C     -   151,788.7     918,568.4     MT  (+/- 3 meters HH1 GPS) 
 DK3866
 DK3866                          SUPERSEDED SURVEY CONTROL
 DK3866
 DK3866.No superseded survey control is available for this station.
 DK3866
 DK3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2078833613(NAD 83)
 DK3866
 DK3866_MARKER: DD = SURVEY DISK
 DK3866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3866_STAMPING: 1306 E 2005
 DK3866_MARK LOGO: MNDT  
 DK3866_PROJECTION: RECESSED 10 CENTIMETERS
 DK3866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3866+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3866_ROD/PIPE-DEPTH:  7.6 meters
 DK3866
 DK3866  HISTORY     - Date     Condition        Report By
 DK3866  HISTORY     - 2005     MONUMENTED       MNDT
 DK3866
 DK3866                          STATION DESCRIPTION
 DK3866
 DK3866'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3866'IN PALMDALE, AT THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 79 IN
 DK3866'PALMDALE, AT TRUNK HIGHWAY 95 MILE POINT 68.85, 72.5 FT (22.1 M) NORTH
 DK3866'OF COUNTY ROAD 79 (350TH STREET), 67.6 FT (20.6 M) SOUTHWEST OF TRUNK
 DK3866'HIGHWAY 95, 38.2 FT (11.6 M) SOUTHEAST OF A POWER POLE, 1.2 FT (0.4 M)
 DK3866'SOUTHEAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3867 ***********************************************************************
 DK3867  DESIGNATION -  1306 F
 DK3867  PID         -  DK3867
 DK3867  STATE/COUNTY-  MN/CHISAGO
 DK3867  COUNTRY     -  US
 DK3867  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3867
 DK3867                         *CURRENT SURVEY CONTROL
 DK3867  ______________________________________________________________________
 DK3867* NAD 83(1986) POSITION- 45 27 51.00   (N) 092 44 44.15   (W)   HD_HELD1  
 DK3867* NAVD 88 ORTHO HEIGHT -   284.774  (meters)     934.30  (feet) ADJUSTED  
 DK3867  ______________________________________________________________________
 DK3867  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DK3867  DYNAMIC HEIGHT  -        284.778 (meters)      934.31  (feet) COMP
 DK3867  MODELED GRAVITY -    980,623.8   (mgal)                       NAVD 88
 DK3867
 DK3867  VERT ORDER      -  SECOND    CLASS I
 DK3867
 DK3867.The horizontal coordinates were established by differentially corrected
 DK3867.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3867.
 DK3867.The orthometric height was determined by differential leveling and
 DK3867.adjusted in October 2008.
 DK3867
 DK3867.The dynamic height is computed by dividing the NAVD 88
 DK3867.geopotential number by the normal gravity value computed on the
 DK3867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3867.degrees latitude (g = 980.6199 gals.).
 DK3867
 DK3867.The modeled gravity was interpolated from observed gravity values.
 DK3867
 DK3867;                    North         East    Units  Estimated Accuracy
 DK3867;SPC MN C     -   152,708.7     917,653.0     MT  (+/- 3 meters HH1 GPS) 
 DK3867
 DK3867                          SUPERSEDED SURVEY CONTROL
 DK3867
 DK3867.No superseded survey control is available for this station.
 DK3867
 DK3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1988834547(NAD 83)
 DK3867
 DK3867_MARKER: DD = SURVEY DISK
 DK3867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3867_STAMPING: 1306 F 2005
 DK3867_MARK LOGO: MNDT  
 DK3867_PROJECTION: RECESSED 10 CENTIMETERS
 DK3867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3867+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3867_ROD/PIPE-DEPTH:  7.6 meters
 DK3867
 DK3867  HISTORY     - Date     Condition        Report By
 DK3867  HISTORY     - 2005     MONUMENTED       MNDT
 DK3867
 DK3867                          STATION DESCRIPTION
 DK3867
 DK3867'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3867'1.0 MI (1.6 KM) NORTHWEST OF PALMDALE, 0.8 MI (1.3 KM) NORTHWEST ALONG
 DK3867'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD
 DK3867'79 IN PALMDALE, AT TRUNK HIGHWAY 95 MILE POINT 68.05, 57.4 FT (17.5 M)
 DK3867'NORTHEAST OF TRUNK HIGHWAY 95, 40.0 FT (12.2 M) NORTHWEST OF DRIVEWAY,
 DK3867'3.8 FT (1.2 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3877 ***********************************************************************
 DK3877  DESIGNATION -  1306 G
 DK3877  PID         -  DK3877
 DK3877  STATE/COUNTY-  MN/CHISAGO
 DK3877  COUNTRY     -  US
 DK3877  USGS QUAD   -  SUNRISE (1983)
 DK3877
 DK3877                         *CURRENT SURVEY CONTROL
 DK3877  ______________________________________________________________________
 DK3877* NAD 83(2007) POSITION- 45 30 28.95683(N) 092 48 36.20528(W)   ADJUSTED  
 DK3877* NAD 83(2007) ELLIP HT-   253.221 (meters)        (04/01/09)   ADJUSTED
 DK3877* NAD 83(2007) EPOCH   -  2002.00
 DK3877* NAVD 88 ORTHO HEIGHT -   280.756  (meters)     921.11  (feet) ADJUSTED  
 DK3877  ______________________________________________________________________
 DK3877  NAD 83(2007) X  -   -219,518.016 (meters)                     COMP
 DK3877  NAD 83(2007) Y  - -4,472,282.791 (meters)                     COMP
 DK3877  NAD 83(2007) Z  -  4,527,276.391 (meters)                     COMP
 DK3877  LAPLACE CORR    -          4.62  (seconds)                    DEFLEC09
 DK3877  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DK3877  DYNAMIC HEIGHT  -        280.759 (meters)      921.12  (feet) COMP
 DK3877  MODELED GRAVITY -    980,617.6   (mgal)                       NAVD 88
 DK3877
 DK3877  HORZ ORDER      -  FIRST
 DK3877  VERT ORDER      -  SECOND    CLASS I
 DK3877  ELLP ORDER      -  THIRD     CLASS II
 DK3877
 DK3877.The horizontal coordinates were established by GPS observations
 DK3877.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DK3877
 DK3877.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3877.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3877
 DK3877.The horizontal coordinates are valid at the epoch date displayed above
 DK3877.which is a decimal equivalence of Year/Month/Day.
 DK3877
 DK3877.The orthometric height was determined by differential leveling and
 DK3877.adjusted in October 2008.
 DK3877
 DK3877.Photographs are available for this station.
 DK3877
 DK3877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3877
 DK3877.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3877
 DK3877.The ellipsoidal height was determined by GPS observations
 DK3877.and is referenced to NAD 83.
 DK3877
 DK3877.The dynamic height is computed by dividing the NAVD 88
 DK3877.geopotential number by the normal gravity value computed on the
 DK3877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3877.degrees latitude (g = 980.6199 gals.).
 DK3877
 DK3877.The modeled gravity was interpolated from observed gravity values.
 DK3877
 DK3877. The following values were computed from the NAD 83(2007) position.
 DK3877
 DK3877;                    North         East     Units Scale Factor Converg.
 DK3877;SPC MN C     -   157,490.904   912,523.778   MT  1.00002530   +1 02 29.9
 DK3877;SPC MN C     -   516,701.41  2,993,838.43   sFT  1.00002530   +1 02 29.9
 DK3877;UTM  15      - 5,039,407.666   514,837.524   MT  0.99960271   +0 08 07.8
 DK3877
 DK3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3877!SPC MN C     -   0.99996030  x   1.00002530  =   0.99998560
 DK3877!UTM  15      -   0.99996030  x   0.99960271  =   0.99956303
 DK3877
 DK3877                          SUPERSEDED SURVEY CONTROL
 DK3877
 DK3877  NAVD 88 (04/01/09)  280.76   (m)          921.1    (f) LEVELING    3  
 DK3877
 DK3877.Superseded values are not recommended for survey control.
 DK3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3877.See file dsdata.txt to determine how the superseded data were derived.
 DK3877
 DK3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1483739407(NAD 83)
 DK3877
 DK3877_MARKER: DD = SURVEY DISK
 DK3877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3877_STAMPING: 1306 G 2005
 DK3877_MARK LOGO: MNDT  
 DK3877_PROJECTION: RECESSED 8 CENTIMETERS
 DK3877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3877+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 DK3877_ROD/PIPE-DEPTH:  3.0 meters
 DK3877
 DK3877  HISTORY     - Date     Condition        Report By
 DK3877  HISTORY     - 2005     MONUMENTED       MNDT
 DK3877  HISTORY     - 20051122 GOOD             MNDT
 DK3877
 DK3877                          STATION DESCRIPTION
 DK3877
 DK3877'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3877'2.0 MI (3.2 KM) NORTHWEST OF ALMELUND, 1.70 MI (2.7 KM) NORTHWEST
 DK3877'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND
 DK3877'COUNTY ROAD 12 IN ALMELUND, AT TRUNK HIGHWAY 95 MILE POINT 63.65, 67.0
 DK3877'FT (20.4 M) SOUTHWEST OF TRUNK HIGHWAY 95, 12.9 FT (3.9 M) NORTHWEST
 DK3877'OF A POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
 DK3877
 DK3877                          STATION RECOVERY (2005)
 DK3877
 DK3877'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3877'2 MILES NORTHWEST OF ALMELUND, 1.70 MILES NORTHWEST ALONG TRUNK
 DK3877'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 12 IN
 DK3877'ALMELUND, AT TRUNK HIGHWAY 95 MILEPOINT 63.65, 67.0 FEET SOUTHWEST OF
 DK3877'TRUNK HIGHWAY 95, 12.9 FEET NORTHWEST OF POWER POLE, 1.0 FOOT
 DK3877'NORTHEAST OF WITNESS POST.  ALUMINUM ROD AND DISK, ROD DEPTH IS 10
 DK3877'FEET (3.0 M), DISK RECESSED 3 INCHES
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3880 ***********************************************************************
 DK3880  DESIGNATION -  1306 H
 DK3880  PID         -  DK3880
 DK3880  STATE/COUNTY-  MN/CHISAGO
 DK3880  COUNTRY     -  US
 DK3880  USGS QUAD   -  SUNRISE (1983)
 DK3880
 DK3880                         *CURRENT SURVEY CONTROL
 DK3880  ______________________________________________________________________
 DK3880* NAD 83(1986) POSITION- 45 30 47.40   (N) 092 51 12.35   (W)   HD_HELD1  
 DK3880* NAVD 88 ORTHO HEIGHT -   252.470  (meters)     828.31  (feet) ADJUSTED  
 DK3880  ______________________________________________________________________
 DK3880  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DK3880  DYNAMIC HEIGHT  -        252.472 (meters)      828.32  (feet) COMP
 DK3880  MODELED GRAVITY -    980,617.0   (mgal)                       NAVD 88
 DK3880
 DK3880  VERT ORDER      -  SECOND    CLASS I
 DK3880
 DK3880.The horizontal coordinates were established by differentially corrected
 DK3880.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3880.
 DK3880.The orthometric height was determined by differential leveling and
 DK3880.adjusted in October 2008.
 DK3880
 DK3880.The dynamic height is computed by dividing the NAVD 88
 DK3880.geopotential number by the normal gravity value computed on the
 DK3880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3880.degrees latitude (g = 980.6199 gals.).
 DK3880
 DK3880.The modeled gravity was interpolated from observed gravity values.
 DK3880
 DK3880;                    North         East    Units  Estimated Accuracy
 DK3880;SPC MN C     -   157,999.5     909,124.7     MT  (+/- 3 meters HH1 GPS) 
 DK3880
 DK3880                          SUPERSEDED SURVEY CONTROL
 DK3880
 DK3880.No superseded survey control is available for this station.
 DK3880
 DK3880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1144839969(NAD 83)
 DK3880
 DK3880_MARKER: DV = VERTICAL CONTROL DISK
 DK3880_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3880_SP_SET: BRIDGE RAILING
 DK3880_STAMPING: 1306 H 2005
 DK3880_MARK LOGO: MNDT  
 DK3880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3880+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3880
 DK3880  HISTORY     - Date     Condition        Report By
 DK3880  HISTORY     - 2005     MONUMENTED       MNDT
 DK3880
 DK3880                          STATION DESCRIPTION
 DK3880
 DK3880'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3880'6.5 MI (10.5 KM) EAST OF NORTH BRANCH, IN BRIDGE RAILING IN SOUTHEAST
 DK3880'CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMBER 13005 OVER SUNRISE RIVER, 6.5
 DK3880'MI (10.5 KM) EAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK
 DK3880'HIGHWAY 95 AND TRUNK HIGHWAY 61 IN NORTH BRANCH, AT TRUNK HIGHWAY 95
 DK3880'MILE POINT 61.50, 30 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 95.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3882 ***********************************************************************
 DK3882  DESIGNATION -  1306 J
 DK3882  PID         -  DK3882
 DK3882  STATE/COUNTY-  MN/CHISAGO
 DK3882  COUNTRY     -  US
 DK3882  USGS QUAD   -  NORTH BRANCH (1983)
 DK3882
 DK3882                         *CURRENT SURVEY CONTROL
 DK3882  ______________________________________________________________________
 DK3882* NAD 83(2007) POSITION- 45 30 48.97045(N) 092 53 00.59195(W)   ADJUSTED  
 DK3882* NAD 83(2007) ELLIP HT-   236.690 (meters)        (04/01/09)   ADJUSTED
 DK3882* NAD 83(2007) EPOCH   -  2002.00
 DK3882* NAVD 88 ORTHO HEIGHT -   264.406  (meters)     867.47  (feet) ADJUSTED  
 DK3882  ______________________________________________________________________
 DK3882  NAD 83(2007) X  -   -225,227.572 (meters)                     COMP
 DK3882  NAD 83(2007) Y  - -4,471,545.933 (meters)                     COMP
 DK3882  NAD 83(2007) Z  -  4,527,697.606 (meters)                     COMP
 DK3882  LAPLACE CORR    -          8.68  (seconds)                    DEFLEC09
 DK3882  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DK3882  DYNAMIC HEIGHT  -        264.407 (meters)      867.48  (feet) COMP
 DK3882  MODELED GRAVITY -    980,611.5   (mgal)                       NAVD 88
 DK3882
 DK3882  HORZ ORDER      -  FIRST
 DK3882  VERT ORDER      -  SECOND    CLASS I
 DK3882  ELLP ORDER      -  THIRD     CLASS II
 DK3882
 DK3882.The horizontal coordinates were established by GPS observations
 DK3882.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DK3882
 DK3882.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3882.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3882
 DK3882.The horizontal coordinates are valid at the epoch date displayed above
 DK3882.which is a decimal equivalence of Year/Month/Day.
 DK3882
 DK3882.The orthometric height was determined by differential leveling and
 DK3882.adjusted in October 2008.
 DK3882
 DK3882.Photographs are available for this station.
 DK3882
 DK3882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3882
 DK3882.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3882
 DK3882.The ellipsoidal height was determined by GPS observations
 DK3882.and is referenced to NAD 83.
 DK3882
 DK3882.The dynamic height is computed by dividing the NAVD 88
 DK3882.geopotential number by the normal gravity value computed on the
 DK3882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3882.degrees latitude (g = 980.6199 gals.).
 DK3882
 DK3882.The modeled gravity was interpolated from observed gravity values.
 DK3882
 DK3882. The following values were computed from the NAD 83(2007) position.
 DK3882
 DK3882;                    North         East     Units Scale Factor Converg.
 DK3882;SPC MN C     -   158,007.027   906,774.705   MT  1.00002392   +0 59 18.6
 DK3882;SPC MN C     -   518,394.72  2,974,976.68   sFT  1.00002392   +0 59 18.6
 DK3882;UTM  15      - 5,040,014.349   509,099.755   MT  0.99960102   +0 04 59.2
 DK3882
 DK3882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3882!SPC MN C     -   0.99996289  x   1.00002392  =   0.99998681
 DK3882!UTM  15      -   0.99996289  x   0.99960102  =   0.99956393
 DK3882
 DK3882                          SUPERSEDED SURVEY CONTROL
 DK3882
 DK3882  NAVD 88 (04/01/09)  264.41   (m)          867.5    (f) LEVELING    3  
 DK3882
 DK3882.Superseded values are not recommended for survey control.
 DK3882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3882.See file dsdata.txt to determine how the superseded data were derived.
 DK3882
 DK3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0909940014(NAD 83)
 DK3882
 DK3882_MARKER: DD = SURVEY DISK
 DK3882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3882_STAMPING: 1306 J 2005
 DK3882_MARK LOGO: MNDT  
 DK3882_PROJECTION: RECESSED 10 CENTIMETERS
 DK3882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3882+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 DK3882_ROD/PIPE-DEPTH:  9.1 meters
 DK3882
 DK3882  HISTORY     - Date     Condition        Report By
 DK3882  HISTORY     - 2005     MONUMENTED       MNDT
 DK3882  HISTORY     - 20051122 GOOD             MNDT
 DK3882
 DK3882                          STATION DESCRIPTION
 DK3882
 DK3882'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3882'4.5 MI (7.2 KM) EAST OF NORTH BRANCH, 4.8 MI (7.7 KM) EAST ALONG TRUNK
 DK3882'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 39 IN
 DK3882'NORTH BRANCH, AT TRUNK HIGHWAY 95 MILE POINT 60.0, 66.0 FT (20.1 M)
 DK3882'NORTH OF TRUNK HIGHWAY 95, 8.9 FT (2.7 M) EAST OF A POWER POLE, 1.0 FT
 DK3882'(0.3 M) SOUTH OF A WITNESS POST.
 DK3882
 DK3882                          STATION RECOVERY (2005)
 DK3882
 DK3882'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3882'4.5 MILES EAST OF NORTH BRANCH, 4.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DK3882'FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 39 IN NORTH BRANCH,
 DK3882'AT TRUNK HIGHWAY 95 MILEPOINT 60.0, 66.0 FEET NORTH OF TRUNK HIGHWAY
 DK3882'95, 8.9 FEET EAST OF POWER POLE, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3883 ***********************************************************************
 DK3883  DESIGNATION -  1306 K
 DK3883  PID         -  DK3883
 DK3883  STATE/COUNTY-  MN/CHISAGO
 DK3883  COUNTRY     -  US
 DK3883  USGS QUAD   -  NORTH BRANCH (1983)
 DK3883
 DK3883                         *CURRENT SURVEY CONTROL
 DK3883  ______________________________________________________________________
 DK3883* NAD 83(1986) POSITION- 45 30 33.97   (N) 092 54 08.05   (W)   HD_HELD1  
 DK3883* NAVD 88 ORTHO HEIGHT -   271.034  (meters)     889.22  (feet) ADJUSTED  
 DK3883  ______________________________________________________________________
 DK3883  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DK3883  DYNAMIC HEIGHT  -        271.033 (meters)      889.21  (feet) COMP
 DK3883  MODELED GRAVITY -    980,605.7   (mgal)                       NAVD 88
 DK3883
 DK3883  VERT ORDER      -  SECOND    CLASS I
 DK3883
 DK3883.The horizontal coordinates were established by differentially corrected
 DK3883.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3883.
 DK3883.The orthometric height was determined by differential leveling and
 DK3883.adjusted in October 2008.
 DK3883
 DK3883.The dynamic height is computed by dividing the NAVD 88
 DK3883.geopotential number by the normal gravity value computed on the
 DK3883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3883.degrees latitude (g = 980.6199 gals.).
 DK3883
 DK3883.The modeled gravity was interpolated from observed gravity values.
 DK3883
 DK3883;                    North         East    Units  Estimated Accuracy
 DK3883;SPC MN C     -   157,518.9     905,318.6     MT  (+/- 3 meters HH1 GPS) 
 DK3883
 DK3883                          SUPERSEDED SURVEY CONTROL
 DK3883
 DK3883.No superseded survey control is available for this station.
 DK3883
 DK3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0763639549(NAD 83)
 DK3883
 DK3883_MARKER: DD = SURVEY DISK
 DK3883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3883_STAMPING: 1306 K 2005
 DK3883_MARK LOGO: MNDT  
 DK3883_PROJECTION: RECESSED 10 CENTIMETERS
 DK3883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3883+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3883_ROD/PIPE-DEPTH:  9.1 meters
 DK3883
 DK3883  HISTORY     - Date     Condition        Report By
 DK3883  HISTORY     - 2005     MONUMENTED       MNDT
 DK3883
 DK3883                          STATION DESCRIPTION
 DK3883
 DK3883'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3883'4.0 MI (6.4 KM) EAST OF NORTH BRANCH, 3.8 MI (6.1 KM) EAST ALONG TRUNK
 DK3883'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN
 DK3883'NORTH BRANCH, AT TRUNK HIGHWAY 95 MILE POINT 59.0, 80.0 FT (24.4 M)
 DK3883'SOUTH OF TRUNK HIGHWAY 95, 19.1 FT (5.8 M) EAST OF A POWER POLE, 1.0
 DK3883'FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3885 ***********************************************************************
 DK3885  DESIGNATION -  1306 L
 DK3885  PID         -  DK3885
 DK3885  STATE/COUNTY-  MN/CHISAGO
 DK3885  COUNTRY     -  US
 DK3885  USGS QUAD   -  NORTH BRANCH (1983)
 DK3885
 DK3885                         *CURRENT SURVEY CONTROL
 DK3885  ______________________________________________________________________
 DK3885* NAD 83(1986) POSITION- 45 30 37.37   (N) 092 55 23.15   (W)   HD_HELD1  
 DK3885* NAVD 88 ORTHO HEIGHT -   266.416  (meters)     874.07  (feet) ADJUSTED  
 DK3885  ______________________________________________________________________
 DK3885  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DK3885  DYNAMIC HEIGHT  -        266.414 (meters)      874.06  (feet) COMP
 DK3885  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 DK3885
 DK3885  VERT ORDER      -  SECOND    CLASS I
 DK3885
 DK3885.The horizontal coordinates were established by differentially corrected
 DK3885.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3885.
 DK3885.The orthometric height was determined by differential leveling and
 DK3885.adjusted in October 2008.
 DK3885
 DK3885.The dynamic height is computed by dividing the NAVD 88
 DK3885.geopotential number by the normal gravity value computed on the
 DK3885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3885.degrees latitude (g = 980.6199 gals.).
 DK3885
 DK3885.The modeled gravity was interpolated from observed gravity values.
 DK3885
 DK3885;                    North         East    Units  Estimated Accuracy
 DK3885;SPC MN C     -   157,596.3     903,686.8     MT  (+/- 3 meters HH1 GPS) 
 DK3885
 DK3885                          SUPERSEDED SURVEY CONTROL
 DK3885
 DK3885.No superseded survey control is available for this station.
 DK3885
 DK3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0600739652(NAD 83)
 DK3885
 DK3885_MARKER: DD = SURVEY DISK
 DK3885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3885_STAMPING: 1306 L 2005
 DK3885_MARK LOGO: MNDT  
 DK3885_PROJECTION: RECESSED 8 CENTIMETERS
 DK3885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3885+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3885_ROD/PIPE-DEPTH:  9.1 meters
 DK3885
 DK3885  HISTORY     - Date     Condition        Report By
 DK3885  HISTORY     - 2005     MONUMENTED       MNDT
 DK3885
 DK3885                          STATION DESCRIPTION
 DK3885
 DK3885'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3885'3.0 MI (4.8 KM) EAST OF NORTH BRANCH, 2.8 MI (4.5 KM) EAST ALONG TRUNK
 DK3885'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN
 DK3885'NORTH BRANCH, AT TRUNK HIGHWAY 95 MILE POINT 58.0, 45.6 FT (13.9 M)
 DK3885'NORTH OF TRUNK HIGHWAY 95, 42.5 FT (13.0 M) EAST OF DRIVE WAY
 DK3885'(MCPHERSON), 6.5 FT (2.0 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3886 ***********************************************************************
 DK3886  DESIGNATION -  1306 M
 DK3886  PID         -  DK3886
 DK3886  STATE/COUNTY-  MN/CHISAGO
 DK3886  COUNTRY     -  US
 DK3886  USGS QUAD   -  NORTH BRANCH (1983)
 DK3886
 DK3886                         *CURRENT SURVEY CONTROL
 DK3886  ______________________________________________________________________
 DK3886* NAD 83(2007) POSITION- 45 30 45.42798(N) 092 56 33.02809(W)   ADJUSTED  
 DK3886* NAD 83(2007) ELLIP HT-   239.352 (meters)        (04/01/09)   ADJUSTED
 DK3886* NAD 83(2007) EPOCH   -  2002.00
 DK3886* NAVD 88 ORTHO HEIGHT -   267.274  (meters)     876.88  (feet) ADJUSTED  
 DK3886  ______________________________________________________________________
 DK3886  NAD 83(2007) X  -   -229,836.885 (meters)                     COMP
 DK3886  NAD 83(2007) Y  - -4,471,391.381 (meters)                     COMP
 DK3886  NAD 83(2007) Z  -  4,527,622.864 (meters)                     COMP
 DK3886  LAPLACE CORR    -          9.75  (seconds)                    DEFLEC09
 DK3886  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DK3886  DYNAMIC HEIGHT  -        267.269 (meters)      876.87  (feet) COMP
 DK3886  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 DK3886
 DK3886  HORZ ORDER      -  FIRST
 DK3886  VERT ORDER      -  SECOND    CLASS I
 DK3886  ELLP ORDER      -  THIRD     CLASS II
 DK3886
 DK3886.The horizontal coordinates were established by GPS observations
 DK3886.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DK3886
 DK3886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3886.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3886
 DK3886.The horizontal coordinates are valid at the epoch date displayed above
 DK3886.which is a decimal equivalence of Year/Month/Day.
 DK3886
 DK3886.The orthometric height was determined by differential leveling and
 DK3886.adjusted in October 2008.
 DK3886
 DK3886.Photographs are available for this station.
 DK3886
 DK3886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3886
 DK3886.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3886
 DK3886.The ellipsoidal height was determined by GPS observations
 DK3886.and is referenced to NAD 83.
 DK3886
 DK3886.The dynamic height is computed by dividing the NAVD 88
 DK3886.geopotential number by the normal gravity value computed on the
 DK3886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3886.degrees latitude (g = 980.6199 gals.).
 DK3886
 DK3886.The modeled gravity was interpolated from observed gravity values.
 DK3886
 DK3886. The following values were computed from the NAD 83(2007) position.
 DK3886
 DK3886;                    North         East     Units Scale Factor Converg.
 DK3886;SPC MN C     -   157,819.841   902,166.057   MT  1.00002417   +0 56 45.0
 DK3886;SPC MN C     -   517,780.60  2,959,856.47   sFT  1.00002417   +0 56 45.0
 DK3886;UTM  15      - 5,039,900.034   504,490.678   MT  0.99960025   +0 02 27.7
 DK3886
 DK3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3886!SPC MN C     -   0.99996248  x   1.00002417  =   0.99998665
 DK3886!UTM  15      -   0.99996248  x   0.99960025  =   0.99956274
 DK3886
 DK3886                          SUPERSEDED SURVEY CONTROL
 DK3886
 DK3886  NAVD 88 (10/16/09)  267.27   (m)          876.9    (f) LEVELING    3  
 DK3886  NAVD 88 (04/01/09)  267.28   (m)          876.9    (f) LEVELING    3  
 DK3886
 DK3886.Superseded values are not recommended for survey control.
 DK3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3886.See file dsdata.txt to determine how the superseded data were derived.
 DK3886
 DK3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0449039900(NAD 83)
 DK3886
 DK3886_MARKER: DD = SURVEY DISK
 DK3886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3886_STAMPING: 1306 M 2005
 DK3886_MARK LOGO: MNDT  
 DK3886_PROJECTION: RECESSED 5 CENTIMETERS
 DK3886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3886+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DK3886_ROD/PIPE-DEPTH:  7.6 meters
 DK3886
 DK3886  HISTORY     - Date     Condition        Report By
 DK3886  HISTORY     - 2005     MONUMENTED       MNDT
 DK3886  HISTORY     - 20051122 GOOD             MNDT
 DK3886  HISTORY     - 20081016 GOOD             MNDT
 DK3886  HISTORY     - 20090303 GOOD             MNDT
 DK3886
 DK3886                          STATION DESCRIPTION
 DK3886
 DK3886'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3886'1.8 MI (2.9 KM) EAST OF NORTH BRANCH, 1.8 MI (2.9 KM) EAST ALONG TRUNK
 DK3886'HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN
 DK3886'NORTH BRANCH, AT TRUNK HIGHWAY 95 MILE POINT 57.0, 141.5 FT (43.1 M)
 DK3886'WEST OF DRIVE WAY 8171, 106.0 FT (32.3 M) WEST OF MILE POST 57, 50.5
 DK3886'FT (15.4 M) SOUTH OF TRUNK HIGHWAY 95, 2.0 FT (0.6 M) EAST OF A
 DK3886'WITNESS POST.
 DK3886
 DK3886                          STATION RECOVERY (2005)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK3886'1.8 MILES EAST OF NORTH BRANCH, 1.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DK3886'FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH BRANCH,
 DK3886'AT TRUNK HIGHWAY 95 MILEPOINT 57.0, 141.5 FEET WEST OF DRIVE WAY 8171,
 DK3886'106.0 FEET WEST OF MILE POST 57, 50.5 FEET SOUTH OF TRUNK HIGHWAY 95,
 DK3886'2.0 FEET EAST OF WITNESS POST.
 DK3886
 DK3886                          STATION RECOVERY (2008)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK3886'1.8 MILES EAST OF NORTH BRANCH, 1.8 MILES EAST ALONG TRUNK HIGHWAY 95
 DK3886'FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH BRANCH,
 DK3886'AT TRUNK HIGHWAY 95 MILEPOINT 57.0, 141.5 FEET WEST OF DRIVEWAY 8171,
 DK3886'106.0 FEET WEST OF MILEPOST 57, 50.5 FEET SOUTH OF TRUNK HIGHWAY 95,
 DK3886'2.0 FEET EAST OF WITNESS POST.
 DK3886
 DK3886                          STATION RECOVERY (2009)
 DK3886
 DK3886'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DK3886'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3887 ***********************************************************************
 DK3887  DESIGNATION -  1306 N
 DK3887  PID         -  DK3887
 DK3887  STATE/COUNTY-  MN/CHISAGO
 DK3887  COUNTRY     -  US
 DK3887  USGS QUAD   -  NORTH BRANCH (1983)
 DK3887
 DK3887                         *CURRENT SURVEY CONTROL
 DK3887  ______________________________________________________________________
 DK3887* NAD 83(2007) POSITION- 45 30 49.27747(N) 092 57 40.75629(W)   ADJUSTED  
 DK3887* NAD 83(2007) ELLIP HT-   241.090 (meters)        (10/16/09)   ADJUSTED
 DK3887* NAD 83(2007) EPOCH   -  2002.00
 DK3887* NAVD 88 ORTHO HEIGHT -   269.069  (meters)     882.77  (feet) ADJUSTED  
 DK3887  ______________________________________________________________________
 DK3887  NAD 83(2007) X  -   -231,300.761 (meters)                     COMP
 DK3887  NAD 83(2007) Y  - -4,471,232.213 (meters)                     COMP
 DK3887  NAD 83(2007) Z  -  4,527,707.387 (meters)                     COMP
 DK3887  LAPLACE CORR    -          9.44  (seconds)                    DEFLEC09
 DK3887  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DK3887  DYNAMIC HEIGHT  -        269.063 (meters)      882.75  (feet) COMP
 DK3887  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 DK3887
 DK3887  HORZ ORDER      -  FIRST
 DK3887  VERT ORDER      -  SECOND    CLASS I
 DK3887  ELLP ORDER      -  THIRD     CLASS I
 DK3887
 DK3887.The horizontal coordinates were established by GPS observations
 DK3887.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DK3887
 DK3887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3887.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3887
 DK3887.The horizontal coordinates are valid at the epoch date displayed above
 DK3887.which is a decimal equivalence of Year/Month/Day.
 DK3887
 DK3887.The orthometric height was determined by differential leveling and
 DK3887.adjusted in October 2008.
 DK3887
 DK3887.Photographs are available for this station.
 DK3887
 DK3887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3887
 DK3887.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3887
 DK3887.The ellipsoidal height was determined by GPS observations
 DK3887.and is referenced to NAD 83.
 DK3887
 DK3887.The dynamic height is computed by dividing the NAVD 88
 DK3887.geopotential number by the normal gravity value computed on the
 DK3887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3887.degrees latitude (g = 980.6199 gals.).
 DK3887
 DK3887.The modeled gravity was interpolated from observed gravity values.
 DK3887
 DK3887. The following values were computed from the NAD 83(2007) position.
 DK3887
 DK3887;                    North         East     Units Scale Factor Converg.
 DK3887;SPC MN C     -   157,914.579   900,694.196   MT  1.00002390   +0 55 56.0
 DK3887;SPC MN C     -   518,091.41  2,955,027.54   sFT  1.00002390   +0 55 56.0
 DK3887;UTM  15      - 5,040,017.951   503,021.119   MT  0.99960011   +0 01 39.3
 DK3887
 DK3887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3887!SPC MN C     -   0.99996220  x   1.00002390  =   0.99998610
 DK3887!UTM  15      -   0.99996220  x   0.99960011  =   0.99956233
 DK3887
 DK3887                          SUPERSEDED SURVEY CONTROL
 DK3887
 DK3887  NAVD 88 (10/16/09)  269.07   (m)          882.8    (f) LEVELING    3  
 DK3887
 DK3887.Superseded values are not recommended for survey control.
 DK3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3887.See file dsdata.txt to determine how the superseded data were derived.
 DK3887
 DK3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0302140017(NAD 83)
 DK3887
 DK3887_MARKER: DD = SURVEY DISK
 DK3887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3887_STAMPING: 1306 N 2005
 DK3887_MARK LOGO: MNDT  
 DK3887_PROJECTION: RECESSED 10 CENTIMETERS
 DK3887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3887+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DK3887_ROD/PIPE-DEPTH:  9.1 meters
 DK3887
 DK3887  HISTORY     - Date     Condition        Report By
 DK3887  HISTORY     - 20051121 MONUMENTED       MNDT
 DK3887  HISTORY     - 20081202 GOOD             MNDT
 DK3887  HISTORY     - 20090303 GOOD             MNDT
 DK3887
 DK3887                          STATION DESCRIPTION
 DK3887
 DK3887'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3887'0.95 MI (1.5 KM) EAST OF NORTH BRANCH, 0.95 MI (1.5 KM) EAST ALONG
 DK3887'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD
 DK3887'30 IN NORTH BRANCH, AT TRUNK HIGHWAY 95 MILE POINT 56.0, 0.05 MI (0.1
 DK3887'KM) WEST OF HEMING WAY AVENUE, 60.5 FT (18.4 M) NORTH OF TRUNK HIGHWAY
 DK3887'95, 13.0 FT (4.0 M) EAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) SOUTH OF
 DK3887'A WITNESS POST.
 DK3887
 DK3887                          STATION RECOVERY (2008)
 DK3887
 DK3887'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DK3887'1.0 MILE EAST OF NORTH BRANCH, 0.95 MILE EAST ALONG TRUNK HIGHWAY 95
 DK3887'FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN NORTH BRANCH,
 DK3887'AT TRUNK HIGHWAY 95 MILEPOINT 56.0, 0.05 MILE WEST OF HEMINGWAY
 DK3887'AVENUE, 60.5 FEET NORTH OF TRUNK HIGHWAY 95, 13 FEET EAST OF ENTRANCE,
 DK3887'2.0 FEET SOUTH OF WITNESS POST.
 DK3887
 DK3887                          STATION RECOVERY (2009)
 DK3887
 DK3887'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DK3887'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3887'THE MARK IS 1.0 MILE EAST OF NORTH BRANCH, 0.95 MILE EAST ALONG TRUNK
 DK3887'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 30 IN
 DK3887'NORTH BRANCH, AT TRUNK HIGHWAY 95 MILEPOINT 56.0, 0.05 MILE WEST OF
 DK3887'HEMINGWAY AVENUE, 60.5 FEET NORTH OF TRUNK HIGHWAY 95, 13 FEET EAST OF
 DK3887'ENTRANCE, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0149 ***********************************************************************
 QO0149  DESIGNATION -  1308 B
 QO0149  PID         -  QO0149
 QO0149  STATE/COUNTY-  MN/CHISAGO
 QO0149  COUNTRY     -  US
 QO0149  USGS QUAD   -  FOREST LAKE (1993)
 QO0149
 QO0149                         *CURRENT SURVEY CONTROL
 QO0149  ______________________________________________________________________
 QO0149* NAD 83(1986) POSITION- 45 18 25.17   (N) 092 57 20.60   (W)   HD_HELD1  
 QO0149* NAVD 88 ORTHO HEIGHT -   277.995  (meters)     912.06  (feet) ADJUSTED  
 QO0149  ______________________________________________________________________
 QO0149  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 QO0149  DYNAMIC HEIGHT  -        277.994 (meters)      912.05  (feet) COMP
 QO0149  MODELED GRAVITY -    980,604.1   (mgal)                       NAVD 88
 QO0149
 QO0149  VERT ORDER      -  SECOND    CLASS I
 QO0149
 QO0149.The horizontal coordinates were established by differentially corrected
 QO0149.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0149.
 QO0149.The orthometric height was determined by differential leveling and
 QO0149.adjusted in June 1991.
 QO0149
 QO0149.Photographs are available for this station.
 QO0149
 QO0149.The dynamic height is computed by dividing the NAVD 88
 QO0149.geopotential number by the normal gravity value computed on the
 QO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0149.degrees latitude (g = 980.6199 gals.).
 QO0149
 QO0149.The modeled gravity was interpolated from observed gravity values.
 QO0149
 QO0149;                    North         East    Units  Estimated Accuracy
 QO0149;SPC MN C     -   134,951.4     901,507.0     MT  (+/- 3 meters HH1 GPS) 
 QO0149
 QO0149                          SUPERSEDED SURVEY CONTROL
 QO0149
 QO0149  NGVD 29 (??/??/92)  277.956  (m)          911.93   (f) ADJ UNCH    2 1
 QO0149
 QO0149.Superseded values are not recommended for survey control.
 QO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0149.See file dsdata.txt to determine how the superseded data were derived.
 QO0149
 QO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0347117055(NAD 83)
 QO0149
 QO0149_MARKER: DV = VERTICAL CONTROL DISK
 QO0149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0149_STAMPING: 1308 B 1975
 QO0149_MARK LOGO: MNHD  
 QO0149_PROJECTION: FLUSH
 QO0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0149+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0149_ROD/PIPE-DEPTH:  9.4 meters
 QO0149
 QO0149  HISTORY     - Date     Condition        Report By
 QO0149  HISTORY     - 1975     MONUMENTED       MNHD
 QO0149  HISTORY     - 20070618 GOOD             MNDT
 QO0149
 QO0149                          STATION DESCRIPTION
 QO0149
 QO0149'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0149'2.4 MI NE FROM FOREST LAKE.
 QO0149'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0149'T.H. 61 AND COUNTY ROAD 2 IN FOREST LAKE.  THENCE, 1.9 MILES NORTHEAST
 QO0149'ALONG T.H. 8.  IT IS 225 FEET NORTHWEST OF T.H. 8 AT MILEPOINT 2.95,
 QO0149'113.7 FEET SOUTH-SOUTHWEST OF A FIRE NO. W 201-A SIGN, 65.8 FEET SOUTH
 QO0149'OF POWER POLE NUMBER 05458, 25 FEET WEST-NORTHWEST OF THE CENTER OF A
 QO0149'TOWNSHIP ROAD, AND 1.8 FEET WEST OF A POWER LINE GUY POLE. IT IS A
 QO0149'VERTICAL CONTROL MONUMENT DISK CRIMPED TO 31 FEET OF COPPER-CLAD STEEL
 QO0149'ROD SET FLUSH WITH THE GROUND, 0.6 FEET NORTH OF A STEEL WITNESS POST.
 QO0149'NW 1/4 SECTION 34, T 33N, R 21W.
 QO0149
 QO0149                          STATION RECOVERY (2007)
 QO0149
 QO0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0149'2.4 MILES NORTHEAST OF FOREST LAKE, AT TRUNK HIGHWAY 8 MILEPOINT 2.95,
 QO0149'0.7 MILES NORTH ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 QO0149'HIGHWAY 61 AND COUNTY ROAD 2 IN FOREST LAKE, 1.9 MILES NORTHEAST ALONG
 QO0149'TRUNK HIGHWAY 8, 225 FEET NORTHWEST OF TRUNK HIGHWAY 8, 111.4 FEET
 QO0149'SOUTH-SOUTHWEST OF FIRE NUMBER 24745, 65.8 FEET SOUTH OF POWER POLE,
 QO0149'25 FEET WEST-NORTHWEST OF TOWNSHIP ROAD, 1.8 FEET WEST OF GUY POLE,
 QO0149'0.6 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0151 ***********************************************************************
 QO0151  DESIGNATION -  1308 D
 QO0151  PID         -  QO0151
 QO0151  STATE/COUNTY-  MN/CHISAGO
 QO0151  COUNTRY     -  US
 QO0151  USGS QUAD   -  FOREST LAKE (1993)
 QO0151
 QO0151                         *CURRENT SURVEY CONTROL
 QO0151  ______________________________________________________________________
 QO0151* NAD 83(1986) POSITION- 45 19 17.65   (N) 092 55 45.41   (W)   HD_HELD1  
 QO0151* NAVD 88 ORTHO HEIGHT -   280.047  (meters)     918.79  (feet) ADJUSTED  
 QO0151  ______________________________________________________________________
 QO0151  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 QO0151  DYNAMIC HEIGHT  -        280.047 (meters)      918.79  (feet) COMP
 QO0151  MODELED GRAVITY -    980,608.7   (mgal)                       NAVD 88
 QO0151
 QO0151  VERT ORDER      -  SECOND    CLASS I
 QO0151
 QO0151.The horizontal coordinates were established by differentially corrected
 QO0151.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0151.
 QO0151.The orthometric height was determined by differential leveling and
 QO0151.adjusted in June 1991.
 QO0151
 QO0151.Photographs are available for this station.
 QO0151
 QO0151.The dynamic height is computed by dividing the NAVD 88
 QO0151.geopotential number by the normal gravity value computed on the
 QO0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0151.degrees latitude (g = 980.6199 gals.).
 QO0151
 QO0151.The modeled gravity was interpolated from observed gravity values.
 QO0151
 QO0151;                    North         East    Units  Estimated Accuracy
 QO0151;SPC MN C     -   136,605.7     903,553.6     MT  (+/- 3 meters HH1 GPS) 
 QO0151
 QO0151                          SUPERSEDED SURVEY CONTROL
 QO0151
 QO0151  NGVD 29 (??/??/92)  280.010  (m)          918.67   (f) ADJ UNCH    2 1
 QO0151
 QO0151.Superseded values are not recommended for survey control.
 QO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0151.See file dsdata.txt to determine how the superseded data were derived.
 QO0151
 QO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0554218676(NAD 83)
 QO0151
 QO0151_MARKER: DV = VERTICAL CONTROL DISK
 QO0151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0151_STAMPING: 1308 D 1975
 QO0151_MARK LOGO: MNHD  
 QO0151_PROJECTION: FLUSH
 QO0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0151+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0151_ROD/PIPE-DEPTH:  9.8 meters
 QO0151
 QO0151  HISTORY     - Date     Condition        Report By
 QO0151  HISTORY     - 1975     MONUMENTED       MNHD
 QO0151  HISTORY     - 20070618 GOOD             MNDT
 QO0151
 QO0151                          STATION DESCRIPTION
 QO0151
 QO0151'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0151'4.0 MI NE FROM FOREST LAKE.
 QO0151'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0151'T.H. 61 AND COUNTY ROAD 2 AT FOREST LAKE.  THENCE, 3.65 MILES
 QO0151'NORTHEAST ALONG T.H. 8 AND 0.3 MILES NORTHEAST OF COUNTY ROAD 23
 QO0151'(EAST).  IT IS 81.0 FEET EAST-SOUTHEAST OF AND LEVEL WITH THE
 QO0151'CENTERLINE OF T.H. 8 AT MILEPOINT 4.65, 41 FEET SOUTH OF THE CENTER OF
 QO0151'A TOWNSHIP ROAD, 31.7 FEET EAST-SOUTHEAST OF THE SOUTH END OF AN 18
 QO0151'INCH METAL CULVERT UNDER THE TOWNSHIP ROAD AND 9.7 FEET SOUTHWEST OF
 QO0151'AN 18 INCH ELM TREE.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED
 QO0151'TO 32 FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 1.0
 QO0151'FEET WEST OF A STEEL WITNESS POST.  NW 1/4 SECTION 26, T 32N, R 20W.
 QO0151
 QO0151                          STATION RECOVERY (2007)
 QO0151
 QO0151'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0151'4 MILES NORTHEAST OF FOREST LAKE, AT TRUNK HIGHWAY 8 MILEPOINT 4.65,
 QO0151'3.6 MILES NORTH ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK
 QO0151'HIGHWAY 8 AND COUNTY ROAD 2 AT FOREST LAKE, 3.65 MILES NORTHEAST OF
 QO0151'TRUNK HIGHWAY 61, 0.3 MILES NORTHEAST OF COUNTY ROAD 23 (EAST), 81
 QO0151'FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 8, 1 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0152 ***********************************************************************
 QO0152  DESIGNATION -  1308 E
 QO0152  PID         -  QO0152
 QO0152  STATE/COUNTY-  MN/CHISAGO
 QO0152  COUNTRY     -  US
 QO0152  USGS QUAD   -  FOREST LAKE (1993)
 QO0152
 QO0152                         *CURRENT SURVEY CONTROL
 QO0152  ______________________________________________________________________
 QO0152* NAD 83(1986) POSITION- 45 20 06.03   (N) 092 55 19.08   (W)   HD_HELD1  
 QO0152* NAVD 88 ORTHO HEIGHT -   279.547  (meters)     917.15  (feet) ADJUSTED  
 QO0152  ______________________________________________________________________
 QO0152  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 QO0152  DYNAMIC HEIGHT  -        279.547 (meters)      917.15  (feet) COMP
 QO0152  MODELED GRAVITY -    980,607.7   (mgal)                       NAVD 88
 QO0152
 QO0152  VERT ORDER      -  SECOND    CLASS I
 QO0152
 QO0152.The horizontal coordinates were established by differentially corrected
 QO0152.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0152.
 QO0152.The orthometric height was determined by differential leveling and
 QO0152.adjusted in June 1991.
 QO0152
 QO0152.Photographs are available for this station.
 QO0152
 QO0152.The dynamic height is computed by dividing the NAVD 88
 QO0152.geopotential number by the normal gravity value computed on the
 QO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0152.degrees latitude (g = 980.6199 gals.).
 QO0152
 QO0152.The modeled gravity was interpolated from observed gravity values.
 QO0152
 QO0152;                    North         East    Units  Estimated Accuracy
 QO0152;SPC MN C     -   138,108.7     904,101.9     MT  (+/- 3 meters HH1 GPS) 
 QO0152
 QO0152                          SUPERSEDED SURVEY CONTROL
 QO0152
 QO0152  NGVD 29 (??/??/92)  279.509  (m)          917.02   (f) ADJ UNCH    2 1
 QO0152
 QO0152.Superseded values are not recommended for survey control.
 QO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0152.See file dsdata.txt to determine how the superseded data were derived.
 QO0152
 QO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0611420169(NAD 83)
 QO0152
 QO0152_MARKER: DV = VERTICAL CONTROL DISK
 QO0152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0152_STAMPING: 1308 E 1975
 QO0152_MARK LOGO: MNHD  
 QO0152_PROJECTION: FLUSH
 QO0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0152+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0152_ROD/PIPE-DEPTH:  4.9 meters
 QO0152
 QO0152  HISTORY     - Date     Condition        Report By
 QO0152  HISTORY     - 1975     MONUMENTED       MNHD
 QO0152  HISTORY     - 20070618 GOOD             MNDT
 QO0152
 QO0152                          STATION DESCRIPTION
 QO0152
 QO0152'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0152'5.0 MI NE FROM FOREST LAKE.
 QO0152'THE MARK IS LOCATED 0.7 MILES NORTH ALONG T.H. 61 FROM THE JUNCTION OF
 QO0152'T.H. 61 AND COUNTY ROAD 2 IN FOREST LAKE.  THENCE, 4.7 MILES NORTHEAST
 QO0152'ALONG T.H. 8 AND 3.2 MILES SOUTHWEST OF COUNTY ROADS 24-77 AT CHISAGO
 QO0152'CITY.  IT IS 0.05 MILES NORTH OF T.H. 8 AT MILEPOINT 5.7, 20.8 FEET
 QO0152'WEST OF THE CENTER OF A TOWNSHIP ROAD, AND 2.8 FEET SOUTHEAST OF A
 QO0152'TELEPHONE POLE.  IT IS A VERTICAL CONTROL MONUMENT DISK CRIMPED TO 16
 QO0152'FEET OF COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND, 0.7 FEET EAST
 QO0152'OF A STEEL WITNESS POST.  NE 1/4 SECTION 23, T 33N, R 20W.
 QO0152
 QO0152                          STATION RECOVERY (2007)
 QO0152
 QO0152'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0152'5 MILES NORTHEAST OF FOREST LAKE, 0.7 MILES NORTH ALONG TRUNK HIGHWAY
 QO0152'61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 IN FOREST
 QO0152'LAKE AT TRUNK HIGHWAY 8 MILEPOINT 5.5 TO JAMES AVENUE,, 4.7 MILES
 QO0152'NORTHEAST OF JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 8, 3.2
 QO0152'MILES SOUTHWEST OF COUNTY ROADS 24 AND 77 AT CHISAGO CITY, 0.05 MILES
 QO0152'NORTH OF TRUNK HIGHWAY 8, 20.8 FEET WEST OF GRAVEL TOWNSHIP ROAD
 QO0152'(JAMES AVENUE), UNDER HIGH TENSION POWERLINE, 0.7 FEET EAST OF WITNESS
 QO0152'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0153 ***********************************************************************
 QO0153  DESIGNATION -  1308 F
 QO0153  PID         -  QO0153
 QO0153  STATE/COUNTY-  MN/CHISAGO
 QO0153  COUNTRY     -  US
 QO0153  USGS QUAD   -  FOREST LAKE (1993)
 QO0153
 QO0153                         *CURRENT SURVEY CONTROL
 QO0153  ______________________________________________________________________
 QO0153* NAD 83(1986) POSITION- 45 20 56.78   (N) 092 54 35.68   (W)   HD_HELD1  
 QO0153* NAVD 88 ORTHO HEIGHT -   277.499  (meters)     910.43  (feet) ADJUSTED  
 QO0153  ______________________________________________________________________
 QO0153  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0153  DYNAMIC HEIGHT  -        277.498 (meters)      910.42  (feet) COMP
 QO0153  MODELED GRAVITY -    980,607.1   (mgal)                       NAVD 88
 QO0153
 QO0153  VERT ORDER      -  SECOND    CLASS I
 QO0153
 QO0153.The horizontal coordinates were established by differentially corrected
 QO0153.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0153.
 QO0153.The orthometric height was determined by differential leveling and
 QO0153.adjusted in June 1991.
 QO0153
 QO0153.Photographs are available for this station.
 QO0153
 QO0153.The dynamic height is computed by dividing the NAVD 88
 QO0153.geopotential number by the normal gravity value computed on the
 QO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0153.degrees latitude (g = 980.6199 gals.).
 QO0153
 QO0153.The modeled gravity was interpolated from observed gravity values.
 QO0153
 QO0153;                    North         East    Units  Estimated Accuracy
 QO0153;SPC MN C     -   139,691.3     905,020.4     MT  (+/- 3 meters HH1 GPS) 
 QO0153
 QO0153                          SUPERSEDED SURVEY CONTROL
 QO0153
 QO0153  NGVD 29 (??/??/92)  277.460  (m)          910.30   (f) ADJ UNCH    2 1
 QO0153
 QO0153.Superseded values are not recommended for survey control.
 QO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0153.See file dsdata.txt to determine how the superseded data were derived.
 QO0153
 QO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0705721736(NAD 83)
 QO0153
 QO0153_MARKER: DV = VERTICAL CONTROL DISK
 QO0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0153_STAMPING: 1308 F 1975
 QO0153_MARK LOGO: MNHD  
 QO0153_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0153+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0153_ROD/PIPE-DEPTH:  4.9 meters
 QO0153
 QO0153  HISTORY     - Date     Condition        Report By
 QO0153  HISTORY     - 1975     MONUMENTED       MNHD
 QO0153  HISTORY     - 20070618 GOOD             MNDT
 QO0153
 QO0153                          STATION DESCRIPTION
 QO0153
 QO0153'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0153'2.0 MI SW FROM CHISAGO CITY.
 QO0153'THE MARK IS LOCATED 2.1 MILES SOUTHWEST ALONG T.H. 8 FROM THE JUNCTION
 QO0153'OF T.H. 8 AND COUNTY ROADS 24 (SOUTH) 77 (NORTH) AT CHISAGO CITY AND
 QO0153'0.45 MILE SOUTH OF T.H. 98 WEST.  IT IS 450 FEET EAST OF T.H. 8 AT
 QO0153'MILEPOINT 6.85, 23 FEET NORTH OF, AND 1 FOOT LOWER THAN THE CENTER OF
 QO0153'A TOWNSHIP ROAD AND 1.6 FEET WEST OF A POWER POLE.  IT IS A VERTICAL
 QO0153'CONTROL MONUMENT DISK CRIMPED TO 16 FEET OF COPPER-CLAD STEEL ROD,
 QO0153'PROJECTING 2 INCHES ABOVE GROUND, 0.8 FEET WEST OF A STEEL WITNESS
 QO0153'POST.  NW 1/4 SECTION 13, T 33N, R 20W.
 QO0153
 QO0153                          STATION RECOVERY (2007)
 QO0153
 QO0153'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0153'2.0 MILES SOUTHWEST FROM CHISAGO CITY, 2.1 MILES SOUTHWEST ALONG THE
 QO0153'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 24 (SOUTH)-COUNTY ROAD 77
 QO0153'(NORTH) AT CHISAGO CITY, AT TRUNK HIGHWAY 8 MILEPOINT 6.8, 0.45 MILES
 QO0153'SOUTH OF TRUNK HIGHWAY 98 WEST, 300 FEET EAST OF TRUNK HIGHWAY 8, 19
 QO0153'FEET NORTH OF TOWNSHIP ROAD, 5 FEET WEST OF POWER POLE, 0.5 FEET SOUTH
 QO0153'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3861 ***********************************************************************
 DK3861  DESIGNATION -  1309 B
 DK3861  PID         -  DK3861
 DK3861  STATE/COUNTY-  MN/CHISAGO
 DK3861  COUNTRY     -  US
 DK3861  USGS QUAD   -  ST CROIX DALLES (1978)
 DK3861
 DK3861                         *CURRENT SURVEY CONTROL
 DK3861  ______________________________________________________________________
 DK3861* NAD 83(1986) POSITION- 45 24 06.26   (N) 092 39 04.14   (W)   HD_HELD1  
 DK3861* NAVD 88 ORTHO HEIGHT -   225.371  (meters)     739.40  (feet) ADJUSTED  
 DK3861  ______________________________________________________________________
 DK3861  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DK3861  DYNAMIC HEIGHT  -        225.374 (meters)      739.41  (feet) COMP
 DK3861  MODELED GRAVITY -    980,625.8   (mgal)                       NAVD 88
 DK3861
 DK3861  VERT ORDER      -  SECOND    CLASS I
 DK3861
 DK3861.The horizontal coordinates were established by differentially corrected
 DK3861.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3861.
 DK3861.The orthometric height was determined by differential leveling and
 DK3861.adjusted in October 2008.
 DK3861
 DK3861.No vertical observational check was made to the station.
 DK3861
 DK3861.Photographs are available for this station.
 DK3861
 DK3861.The dynamic height is computed by dividing the NAVD 88
 DK3861.geopotential number by the normal gravity value computed on the
 DK3861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3861.degrees latitude (g = 980.6199 gals.).
 DK3861
 DK3861.The modeled gravity was interpolated from observed gravity values.
 DK3861
 DK3861;                    North         East    Units  Estimated Accuracy
 DK3861;SPC MN C     -   145,916.3     925,178.4     MT  (+/- 3 meters HH1 GPS) 
 DK3861
 DK3861                          SUPERSEDED SURVEY CONTROL
 DK3861
 DK3861.No superseded survey control is available for this station.
 DK3861
 DK3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2730127639(NAD 83)
 DK3861
 DK3861_MARKER: DV = VERTICAL CONTROL DISK
 DK3861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3861_SP_SET: BRIDGE WALKWAY
 DK3861_STAMPING: 1309 B 2005
 DK3861_MARK LOGO: MNDT  
 DK3861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3861+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2009
 DK3861
 DK3861  HISTORY     - Date     Condition        Report By
 DK3861  HISTORY     - 1986     MONUMENTED       MNDT
 DK3861  HISTORY     - 20070912 GOOD             WIDT
 DK3861  HISTORY     - 20090429 GOOD             WIDT
 DK3861
 DK3861                          STATION DESCRIPTION
 DK3861
 DK3861'DESCRIBED BY MN DEPT OF TRANSP 1986
 DK3861'AT TAYLORS FALLS, IN BRIDGE WALKWAY IN SOUTHWEST CORNER OF TRUNK
 DK3861'HIGHWAY 8 BRIDGE NUMBER 6566 OVER ST CROIX RIVER, 0.10 MI (0.2 KM)
 DK3861'EAST ALONG TRUNK HIGHWAY 8 FROM THE JUNCTION TRUNK HIGHWAY 8 EAST AND
 DK3861'TRUNK HIGHWAY 95 NORTH IN TAYLORS FALLS, AT TRUNK HIGHWAY 8 MILE POINT
 DK3861'22.20, 30 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 8.  MARK SET WHEN BRIDGE
 DK3861'WAS BUILT IN 1986 AND USED IN 2005.
 DK3861
 DK3861                          STATION RECOVERY (2007)
 DK3861
 DK3861'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 DK3861'RECOVERED AS DESCRIBED.
 DK3861
 DK3861                          STATION RECOVERY (2009)
 DK3861
 DK3861'RECOVERY NOTE BY WI DEPT OF TRANSP 2009 (EPS)
 DK3861'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0648 ***********************************************************************
 PQ0648  DESIGNATION -  131 ES
 PQ0648  PID         -  PQ0648
 PQ0648  STATE/COUNTY-  MN/MCLEOD
 PQ0648  COUNTRY     -  US
 PQ0648  USGS QUAD   -  STEWART (1982)
 PQ0648
 PQ0648                         *CURRENT SURVEY CONTROL
 PQ0648  ______________________________________________________________________
 PQ0648* NAD 83(1996) POSITION- 44 39 33.20903(N) 094 22 32.66114(W)   ADJUSTED  
 PQ0648* NAVD 88 ORTHO HEIGHT -   312.390  (meters)    1024.90  (feet) ADJUSTED  
 PQ0648  ______________________________________________________________________
 PQ0648  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC09
 PQ0648  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 PQ0648  DYNAMIC HEIGHT  -        312.351 (meters)     1024.77  (feet) COMP
 PQ0648  MODELED GRAVITY -    980,485.3   (mgal)                       NAVD 88
 PQ0648
 PQ0648  HORZ ORDER      -  SECOND
 PQ0648  VERT ORDER      -  SECOND    CLASS I
 PQ0648
 PQ0648.The horizontal coordinates were established by classical geodetic methods
 PQ0648.and adjusted by the National Geodetic Survey in March 1999.
 PQ0648.
 PQ0648.The orthometric height was determined by differential leveling and
 PQ0648.adjusted in October 2008.
 PQ0648
 PQ0648.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0648
 PQ0648.The dynamic height is computed by dividing the NAVD 88
 PQ0648.geopotential number by the normal gravity value computed on the
 PQ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0648.degrees latitude (g = 980.6199 gals.).
 PQ0648
 PQ0648.The modeled gravity was interpolated from observed gravity values.
 PQ0648
 PQ0648. The following values were computed from the NAD 83(1996) position.
 PQ0648
 PQ0648;                    North         East     Units Scale Factor Converg.
 PQ0648;SPC MN S     -   284,427.711   770,201.385   MT  0.99992582   -0 15 48.1
 PQ0648;SPC MN S     -   933,159.92  2,526,902.38   sFT  0.99992582   -0 15 48.1
 PQ0648;UTM  15      - 4,946,016.210   390,929.766   MT  0.99974629   -0 58 01.5
 PQ0648
 PQ0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0648!SPC MN S     -   0.99995536  x   0.99992582  =   0.99988119
 PQ0648!UTM  15      -   0.99995536  x   0.99974629  =   0.99970166
 PQ0648
 PQ0648                          SUPERSEDED SURVEY CONTROL
 PQ0648
 PQ0648  NAD 83(1986)-  44 39 33.20291(N)    094 22 32.65756(W) AD(       ) 2
 PQ0648  NAD 27      -  44 39 33.33709(N)    094 22 31.71882(W) AD(       ) 2
 PQ0648  NGVD 29 (07/19/86)  312.2    (m)         1024.     (f) LEVELING    3  
 PQ0648
 PQ0648.Superseded values are not recommended for survey control.
 PQ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0648.See file dsdata.txt to determine how the superseded data were derived.
 PQ0648
 PQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9092946016(NAD 83)
 PQ0648
 PQ0648_MARKER: DB = BENCH MARK DISK
 PQ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0648_STAMPING: 131 ES 1975
 PQ0648_MARK LOGO: USGS  
 PQ0648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0648+STABILITY: SURFACE MOTION
 PQ0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0648+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1993
 PQ0648
 PQ0648  HISTORY     - Date     Condition        Report By
 PQ0648  HISTORY     - 1955     MONUMENTED       USGS
 PQ0648  HISTORY     - 1975     GOOD             USGS
 PQ0648  HISTORY     - 1985     GOOD             MNDT
 PQ0648  HISTORY     - 19930104 GOOD             MNDT
 PQ0648
 PQ0648                          STATION DESCRIPTION
 PQ0648
 PQ0648'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 PQ0648'A USGS BENCH MARK DISK STAMPED 131 ES 1955, IS SET IN A 6 INCH
 PQ0648'SQUARE CONCRETE MONUMENT AND PROJECTS 0.3 FOOT ABOVE THE SURFACE
 PQ0648'OF THE GROUND.  THE MARK IS 87.0 FEET EAST OF THE CENTERLINE OF
 PQ0648'TRUNK HIGHWAY 15, 83.0 FEET SOUTH OF THE CENTERLINE OF COUNTY
 PQ0648'ROAD 17, 2.3 FEET WEST-NORTHWEST OF A FENCE CORNER POST, AND 20.0
 PQ0648'FEET NORTHEAST OF A POWER POLE.
 PQ0648
 PQ0648                          STATION RECOVERY (1985)
 PQ0648
 PQ0648'RECOVERY NOTE BY MN DEPT OF TRANSP 1985 (DKH)
 PQ0648'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 5 MILES SOUTH OF THE
 PQ0648'TOWN OF BROWNTON, IN THE NW 1/4 OF SECTION 30, T114N, R29W, IN THE
 PQ0648'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND COUNTY
 PQ0648'ROAD 17.
 PQ0648'
 PQ0648'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 25 AND COUNTY
 PQ0648'ROAD 32 (OLD TRUNK HIGHWAY 212) IN BROWNTON, GO WESTERLY ON COUNTY
 PQ0648'ROAD 32 FOR 1.0 MILE TO TRUNK HIGHWAY 15, TURN LEFT AND GO SOUTH ON
 PQ0648'TRUNK HIGHWAY 15 FOR 4.55 MILES TO COUNTY ROAD 17 AND THE STATION ON
 PQ0648'THE LEFT.
 PQ0648'
 PQ0648'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 PQ0648'STAMPED---131 ES 1955---, IS SET IN THE TOP OF A 6 INCH SQUARE
 PQ0648'CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE
 PQ0648'GROUND.  THE MARK IS 87.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ0648'15, 83.0 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 17, 2.3 FEET
 PQ0648'WEST-NORTHWEST OF A FENCE CORNER POST, AND 20.0 FEET NORTHEAST OF A
 PQ0648'POWER POLE.
 PQ0648'
 PQ0648'STEEL ROD IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 PQ0648'
 PQ0648'THIS STATION IS AN AZIMUTH MARK FOR STATION MILL MNDT.
 PQ0648
 PQ0648                          STATION RECOVERY (1993)
 PQ0648
 PQ0648'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PQ0648'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED IN USGS QUAD 93 WITH
 PQ0648'THIS ADDITION TO THE DESCRIPTION, AT TH 15 MILE POST 84.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4357 ***********************************************************************
 AH4357  DESIGNATION -  1311 H
 AH4357  PID         -  AH4357
 AH4357  STATE/COUNTY-  MN/DAKOTA
 AH4357  COUNTRY     -  US
 AH4357  USGS QUAD   -  ST PAUL SW (1993)
 AH4357
 AH4357                         *CURRENT SURVEY CONTROL
 AH4357  ______________________________________________________________________
 AH4357* NAD 83(1986) POSITION- 44 49 20.49   (N) 093 13 29.97   (W)   HD_HELD1  
 AH4357* NAVD 88 ORTHO HEIGHT -   222.177  (meters)     728.93  (feet) ADJUSTED  
 AH4357  ______________________________________________________________________
 AH4357  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AH4357  DYNAMIC HEIGHT  -        222.169 (meters)      728.90  (feet) COMP
 AH4357  MODELED GRAVITY -    980,573.5   (mgal)                       NAVD 88
 AH4357
 AH4357  VERT ORDER      -  SECOND    CLASS I
 AH4357
 AH4357.The horizontal coordinates were established by differentially corrected
 AH4357.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4357.
 AH4357.The orthometric height was determined by differential leveling and
 AH4357.adjusted in June 2000.
 AH4357
 AH4357.Photographs are available for this station.
 AH4357
 AH4357.The dynamic height is computed by dividing the NAVD 88
 AH4357.geopotential number by the normal gravity value computed on the
 AH4357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4357.degrees latitude (g = 980.6199 gals.).
 AH4357
 AH4357.The modeled gravity was interpolated from observed gravity values.
 AH4357
 AH4357;                    North         East    Units  Estimated Accuracy
 AH4357;SPC MN S     -   302,777.0     861,290.7     MT  (+/- 3 meters HH1 GPS) 
 AH4357
 AH4357                          SUPERSEDED SURVEY CONTROL
 AH4357
 AH4357.No superseded survey control is available for this station.
 AH4357
 AH4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8221263241(NAD 83)
 AH4357
 AH4357_MARKER: DV = VERTICAL CONTROL DISK
 AH4357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4357_STAMPING: 1311 H 1975
 AH4357_MARK LOGO: MNHD  
 AH4357_PROJECTION: PROJECTING 23 CENTIMETERS
 AH4357_MAGNETIC: I = MARKER IS A STEEL ROD
 AH4357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4357+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4357
 AH4357  HISTORY     - Date     Condition        Report By
 AH4357  HISTORY     - 1975     MONUMENTED       MNHD
 AH4357  HISTORY     - 19881024 GOOD             MNDT
 AH4357  HISTORY     - 20070619 GOOD             MNDT
 AH4357
 AH4357                          STATION DESCRIPTION
 AH4357
 AH4357'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4357'THE MARK IS LOCATED IN THE CITY OF EAGAN, ABOUT 1500 FEET SOUTH OF THE
 AH4357'TRUNK HIGHWAY 77 BRIDGE CROSSING OVER THE MINNESOTA RIVER (AT
 AH4357'MILEPOINT 5.95), AND IN THE SW 1/4 OF SECTION 18, T27N, R23W.  THE
 AH4357'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1311 H
 AH4357'1975---, IS FORCED ONTO THE TOP OF A 5/8-INCH DIAMETER BY 8 FOOT LONG
 AH4357'COPPER-CLAD STEEL ROD AND PROJECTS 0.8 FOOT ABOVE THE GROUND.  THE
 AH4357'MARK IS 53.0 FEET EAST OF THE NORTHBOUND CENTERLINE OF HIGHWAY 77
 AH4357'(CEDAR AVENUE) AT ENGINEERS STATION 1120+05, 118.2 FEET NORTH OF A
 AH4357'LIGHT STANDARD (NUMBER T2F AR4), AND 2.0 FEET EAST OF A STEEL WITNESS
 AH4357'POST.
 AH4357
 AH4357                          STATION RECOVERY (2007)
 AH4357
 AH4357'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4357'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF SAINT PAUL,
 AH4357'9.1 MI (14.6 KM) WEST OF INVER GROVE HEIGHTS AND 3.8 MI (6.1 KM)
 AH4357'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4357' 
 AH4357'TO REACH TO THE MARK AT EAGAN, GO 1500 FT (457.2 M) SOUTH OF MINNESOTA
 AH4357'RIVER, AT TRUNK HIGHWAY 77 MILE POINT 5.95, 53.0 FT (16.2 M) EAST OF
 AH4357'NORTHBOUND TRUNK HIGHWAY 77, 118.2 FT (36.0 M) NORTH OF LIGHT STANDARD
 AH4357'T2F AR4, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9895 ***********************************************************************
 DM9895  HT_MOD      -  This is a Height Modernization Survey Station.
 DM9895  DESIGNATION -  132 DRL
 DM9895  PID         -  DM9895
 DM9895  STATE/COUNTY-  MN/CASS
 DM9895  COUNTRY     -  US
 DM9895  USGS QUAD   -  STAPLES NE (1966)
 DM9895
 DM9895                         *CURRENT SURVEY CONTROL
 DM9895  ______________________________________________________________________
 DM9895* NAD 83(2007) POSITION- 46 27 19.70270(N) 094 46 41.56554(W)   ADJUSTED  
 DM9895* NAD 83(2007) ELLIP HT-   358.988 (meters)        (07/18/11)   ADJUSTED
 DM9895* NAD 83(2007) EPOCH   -  2002.00
 DM9895* NAVD 88 ORTHO HEIGHT -   386.13   (meters)    1266.8   (feet) GPS OBS   
 DM9895  ______________________________________________________________________
 DM9895  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DM9895  NAD 83(2007) X  -   -366,682.547 (meters)                     COMP
 DM9895  NAD 83(2007) Y  - -4,386,710.242 (meters)                     COMP
 DM9895  NAD 83(2007) Z  -  4,600,532.096 (meters)                     COMP
 DM9895  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC09
 DM9895  HORZ ORDER      -  FIRST
 DM9895  ELLP ORDER      -  FOURTH    CLASS I
 DM9895
 DM9895.The horizontal coordinates were established by GPS observations
 DM9895.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9895
 DM9895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9895.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9895
 DM9895.The horizontal coordinates are valid at the epoch date displayed above
 DM9895.which is a decimal equivalence of Year/Month/Day.
 DM9895
 DM9895.The orthometric height was determined by GPS observations and a
 DM9895.high-resolution geoid model using precise GPS observation and
 DM9895.processing techniques.
 DM9895
 DM9895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9895
 DM9895.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9895
 DM9895.The ellipsoidal height was determined by GPS observations
 DM9895.and is referenced to NAD 83.
 DM9895
 DM9895. The following values were computed from the NAD 83(2007) position.
 DM9895
 DM9895;                    North         East     Units Scale Factor Converg.
 DM9895;SPC MN C     -   261,905.993   759,423.315   MT  0.99992423   -0 22 55.6
 DM9895;SPC MN C     -   859,269.91  2,491,541.33   sFT  0.99992423   -0 22 55.6
 DM9895;UTM  15      - 5,146,191.901   363,444.126   MT  0.99982922   -1 17 20.8
 DM9895
 DM9895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9895!SPC MN C     -   0.99994373  x   0.99992423  =   0.99986796
 DM9895!UTM  15      -   0.99994373  x   0.99982922  =   0.99977296
 DM9895
 DM9895                          SUPERSEDED SURVEY CONTROL
 DM9895
 DM9895.No superseded survey control is available for this station.
 DM9895
 DM9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6344446191(NAD 83)
 DM9895
 DM9895_MARKER: DD = SURVEY DISK
 DM9895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM9895_STAMPING: 132 DRL 1965
 DM9895_MARK LOGO: USGS  
 DM9895_PROJECTION: PROJECTING 30 CENTIMETERS
 DM9895_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM9895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM9895+STABILITY: SURFACE MOTION
 DM9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9895+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2010
 DM9895
 DM9895  HISTORY     - Date     Condition        Report By
 DM9895  HISTORY     - 19650401 MONUMENTED       USGS
 DM9895  HISTORY     - 20101129 GOOD             MNDT
 DM9895
 DM9895                          STATION DESCRIPTION
 DM9895
 DM9895'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9895'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9895'THE MARK IS 7.0 MILES NORTH NORTHEAST OF STAPLES ALONG 4TH STREET,
 DM9895'COUNTY ROAD 2 AND COUNTY ROAD 30, 44 FEET NORTH OF 96TH STREET
 DM9895'SOUTHWEST, 180 FEET EAST OF COUNTY ROAD 30, AT TEE-ROAD EAST, 3 FEET
 DM9895'SOUTHWEST OF POWER POLE, 1.2 FEET SOUTH OF WITNESS POST, ABOUT 2.6
 DM9895'MILES NORTH OF CROW WING RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3443 ***********************************************************************
 DK3443  DESIGNATION -  132 ES
 DK3443  PID         -  DK3443
 DK3443  STATE/COUNTY-  MN/SIBLEY
 DK3443  COUNTRY     -  US
 DK3443  USGS QUAD   -  WINTHROP SW (1982)
 DK3443
 DK3443                         *CURRENT SURVEY CONTROL
 DK3443  ______________________________________________________________________
 DK3443* NAD 83(1986) POSITION- 44 37 03.     (N) 094 22 32.     (W)   SCALED    
 DK3443* NAVD 88 ORTHO HEIGHT -   317.649  (meters)    1042.15  (feet) ADJUSTED  
 DK3443  ______________________________________________________________________
 DK3443  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 DK3443  DYNAMIC HEIGHT  -        317.608 (meters)     1042.02  (feet) COMP
 DK3443  MODELED GRAVITY -    980,480.7   (mgal)                       NAVD 88
 DK3443
 DK3443  VERT ORDER      -  SECOND    CLASS I
 DK3443
 DK3443.The horizontal coordinates were scaled from a topographic map and have
 DK3443.an estimated accuracy of +/- 6 seconds.
 DK3443.
 DK3443.The orthometric height was determined by differential leveling and
 DK3443.adjusted in October 2008.
 DK3443
 DK3443.Photographs are available for this station.
 DK3443
 DK3443.The dynamic height is computed by dividing the NAVD 88
 DK3443.geopotential number by the normal gravity value computed on the
 DK3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3443.degrees latitude (g = 980.6199 gals.).
 DK3443
 DK3443.The modeled gravity was interpolated from observed gravity values.
 DK3443
 DK3443;                    North         East    Units  Estimated Accuracy
 DK3443;SPC MN S     -   279,790.      770,200.      MT  (+/- 180 meters Scaled)
 DK3443
 DK3443                          SUPERSEDED SURVEY CONTROL
 DK3443
 DK3443.No superseded survey control is available for this station.
 DK3443
 DK3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK908413(NAD 83)
 DK3443
 DK3443_MARKER: DE = TRAVERSE STATION DISK
 DK3443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3443_STAMPING: 132 ES 1955
 DK3443_MARK LOGO: MNDT  
 DK3443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3443+STABILITY: SURFACE MOTION
 DK3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3443+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 DK3443
 DK3443  HISTORY     - Date     Condition        Report By
 DK3443  HISTORY     - 1955     MONUMENTED       USGS
 DK3443  HISTORY     - 19930105 GOOD             MNDT
 DK3443
 DK3443                          STATION DESCRIPTION
 DK3443
 DK3443'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 DK3443'RECOVERED IN GOOD CONDITION.  NOTE--THE LOCAL TIE OF 43.5 FT (13.3 M)
 DK3443'SOUTHWEST OF A POWER POLE SHOULD BE DELETED AND THE LOCAL TIE OF 3.8
 DK3443'FT (1.2 M) WEST-SOUTHWEST OF A POWER POLE INCLUDED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6758 ***********************************************************************
 DF6758  DESIGNATION -  133 23
 DF6758  PID         -  DF6758
 DF6758  STATE/COUNTY-  MN/HUBBARD
 DF6758  COUNTRY     -  US
 DF6758  USGS QUAD   -  EAST CROOKED LAKE (1972)
 DF6758
 DF6758                         *CURRENT SURVEY CONTROL
 DF6758  ______________________________________________________________________
 DF6758* NAD 83(2007) POSITION- 47 00 57.05324(N) 094 49 47.76082(W)   ADJUSTED  
 DF6758* NAD 83(2007) ELLIP HT-   433.869 (meters)        (02/10/07)   ADJUSTED
 DF6758* NAD 83(2007) EPOCH   -  2002.00
 DF6758* NAVD 88 ORTHO HEIGHT -   461.4    (meters)    1514.    (feet) GPS OBS   
 DF6758  ______________________________________________________________________
 DF6758  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6758  GEOID HEIGHT    -        -27.49  (meters)                     GEOID99
 DF6758  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DF6758  NAD 83(2007) X  -   -366,826.902 (meters)                     COMP
 DF6758  NAD 83(2007) Y  - -4,341,224.222 (meters)                     COMP
 DF6758  NAD 83(2007) Z  -  4,643,283.584 (meters)                     COMP
 DF6758  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 DF6758
 DF6758  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6758  Type                                         Horiz  Ellip  Dist(km)
 DF6758  -------------------------------------------------------------------
 DF6758  NETWORK                                       1.41   0.78
 DF6758  -------------------------------------------------------------------
 DF6758  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.43   0.74      7.26
 DF6758  -------------------------------------------------------------------
 DF6758  NOTE: Click here for information on individual local accuracy
 DF6758  values and other accuracy information.
 DF6758
 DF6758
 DF6758.The horizontal coordinates were established by GPS observations
 DF6758.and adjusted by the National Geodetic Survey in February 2007.
 DF6758
 DF6758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6758.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6758
 DF6758.The horizontal coordinates are valid at the epoch date displayed above
 DF6758.which is a decimal equivalence of Year/Month/Day.
 DF6758
 DF6758.The orthometric height was determined by GPS observations and a
 DF6758.high-resolution geoid model.
 DF6758
 DF6758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6758
 DF6758.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6758
 DF6758.The ellipsoidal height was determined by GPS observations
 DF6758.and is referenced to NAD 83.
 DF6758
 DF6758. The following values were computed from the NAD 83(2007) position.
 DF6758
 DF6758;                    North         East     Units Scale Factor Converg.
 DF6758;SPC MN C     -   324,223.518   755,906.333   MT  0.99999271   -0 25 10.3
 DF6758;SPC MN C     - 1,063,723.33  2,480,002.69   sFT  0.99999271   -0 25 10.3
 DF6758;UTM  15      - 5,208,550.264   360,921.022   MT  0.99983774   -1 20 20.0
 DF6758
 DF6758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6758!SPC MN C     -   0.99993200  x   0.99999271  =   0.99992471
 DF6758!UTM  15      -   0.99993200  x   0.99983774  =   0.99976975
 DF6758
 DF6758                          SUPERSEDED SURVEY CONTROL
 DF6758
 DF6758  NAD 83(1996)-  47 00 57.05301(N)    094 49 47.76022(W) AD(       ) 1
 DF6758  ELLIP H (08/04/03)  433.879  (m)                       GP(       ) 3 2
 DF6758
 DF6758.Superseded values are not recommended for survey control.
 DF6758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6758.See file dsdata.txt to determine how the superseded data were derived.
 DF6758
 DF6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6092108550(NAD 83)
 DF6758
 DF6758_MARKER: DD = SURVEY DISK
 DF6758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6758_STAMPING: 133-23 2001
 DF6758_MARK LOGO: MN-057
 DF6758_PROJECTION: RECESSED 8 CENTIMETERS
 DF6758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6758+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6758_ROD/PIPE-DEPTH: 18.3 meters
 DF6758
 DF6758  HISTORY     - Date     Condition        Report By
 DF6758  HISTORY     - 2001     MONUMENTED       MN-057
 DF6758
 DF6758                          STATION DESCRIPTION
 DF6758
 DF6758'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6758'4 MILES (6.4 KM) NORTH OF NEVIS, 4.06 MILES (6.53 KM) NORTH ALONG CO
 DF6758'RD 2 FROM THE JCT OF OF
 DF6758'TH 34 AND CO RD 2 IN NEVIS, THEN 950 FT (289.6 M) EAST ON HILLVIEW RD,
 DF6758'29 FT (8.8 M) SOUTH OF
 DF6758'HILLVIEW RD, 151.7 FT (46.2 M) SW OF 7 INCH RED OAK, 166.68 SW OF 6
 DF6758'INCH WHITE OAK, 3.0 FT (0.9 M)
 DF6758'EAST OF WIT POST.
 DF6758'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6759 ***********************************************************************
 DF6759  DESIGNATION -  133 31
 DF6759  PID         -  DF6759
 DF6759  STATE/COUNTY-  MN/HUBBARD
 DF6759  COUNTRY     -  US
 DF6759  USGS QUAD   -  DORSET (1980)
 DF6759
 DF6759                         *CURRENT SURVEY CONTROL
 DF6759  ______________________________________________________________________
 DF6759* NAD 83(2007) POSITION- 46 59 33.99173(N) 094 54 39.16517(W)   ADJUSTED  
 DF6759* NAD 83(2007) ELLIP HT-   421.668 (meters)        (02/10/07)   ADJUSTED
 DF6759* NAD 83(2007) EPOCH   -  2002.00
 DF6759* NAVD 88 ORTHO HEIGHT -   449.1    (meters)    1473.    (feet) GPS OBS   
 DF6759  ______________________________________________________________________
 DF6759  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6759  GEOID HEIGHT    -        -27.43  (meters)                     GEOID99
 DF6759  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DF6759  NAD 83(2007) X  -   -373,119.578 (meters)                     COMP
 DF6759  NAD 83(2007) Y  - -4,342,562.657 (meters)                     COMP
 DF6759  NAD 83(2007) Z  -  4,641,525.353 (meters)                     COMP
 DF6759  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC09
 DF6759
 DF6759  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6759  Type                                         Horiz  Ellip  Dist(km)
 DF6759  -------------------------------------------------------------------
 DF6759  NETWORK                                       1.44   0.88
 DF6759  -------------------------------------------------------------------
 DF6759  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.48   0.86      6.87
 DF6759  -------------------------------------------------------------------
 DF6759  NOTE: Click here for information on individual local accuracy
 DF6759  values and other accuracy information.
 DF6759
 DF6759
 DF6759.The horizontal coordinates were established by GPS observations
 DF6759.and adjusted by the National Geodetic Survey in February 2007.
 DF6759
 DF6759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6759.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6759
 DF6759.The horizontal coordinates are valid at the epoch date displayed above
 DF6759.which is a decimal equivalence of Year/Month/Day.
 DF6759
 DF6759.The orthometric height was determined by GPS observations and a
 DF6759.high-resolution geoid model.
 DF6759
 DF6759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6759
 DF6759.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6759
 DF6759.The ellipsoidal height was determined by GPS observations
 DF6759.and is referenced to NAD 83.
 DF6759
 DF6759. The following values were computed from the NAD 83(2007) position.
 DF6759
 DF6759;                    North         East     Units Scale Factor Converg.
 DF6759;SPC MN C     -   321,706.832   749,730.584   MT  0.99998799   -0 28 41.1
 DF6759;SPC MN C     - 1,055,466.50  2,459,741.09   sFT  0.99998799   -0 28 41.1
 DF6759;UTM  15      - 5,206,133.347   354,706.564   MT  0.99985946   -1 23 51.4
 DF6759
 DF6759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6759!SPC MN C     -   0.99993391  x   0.99998799  =   0.99992190
 DF6759!UTM  15      -   0.99993391  x   0.99985946  =   0.99979338
 DF6759
 DF6759                          SUPERSEDED SURVEY CONTROL
 DF6759
 DF6759  NAD 83(1996)-  46 59 33.99156(N)    094 54 39.16477(W) AD(       ) 1
 DF6759  ELLIP H (08/04/03)  421.681  (m)                       GP(       ) 3 2
 DF6759
 DF6759.Superseded values are not recommended for survey control.
 DF6759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6759.See file dsdata.txt to determine how the superseded data were derived.
 DF6759
 DF6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5470606133(NAD 83)
 DF6759
 DF6759_MARKER: DD = SURVEY DISK
 DF6759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6759_STAMPING: 133-31 2001
 DF6759_MARK LOGO: MN-057
 DF6759_PROJECTION: RECESSED 5 CENTIMETERS
 DF6759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6759+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6759_ROD/PIPE-DEPTH: 12.2 meters
 DF6759
 DF6759  HISTORY     - Date     Condition        Report By
 DF6759  HISTORY     - 2001     MONUMENTED       MN-057
 DF6759
 DF6759                          STATION DESCRIPTION
 DF6759
 DF6759'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6759'3.75 MILES (6.03 KM) NW OF NEVIS, 3.75 MI (6.03 KM) NORTH ALONG TH 226
 DF6759'FROM THE JCT OF TH 34 AND
 DF6759'226, THEN 5.22 MI (8.40 KM) NORTH ON CO RD 7, THEN 2.1 MI (3.4 KM)
 DF6759'EAST ALONG CO RD 40 TO JCT OF
 DF6759'CO RD 40 AND CO RD 50, 76 FT (23.2 M) EAST AND 71 FT (21.6 M) SOUTH OF
 DF6759'INTERSECTION, 99.62 FT
 DF6759'(30.36 M) WEST OF P-POLE, 192.35 FT (58.63 M) ENE OF P-POLE, 3 FT (0.9
 DF6759'M) NORTH OF WIT POST.
 DF6759'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0641 ***********************************************************************
 PQ0641  DESIGNATION -  133 ES
 PQ0641  PID         -  PQ0641
 PQ0641  STATE/COUNTY-  MN/SIBLEY
 PQ0641  COUNTRY     -  US
 PQ0641  USGS QUAD   -  WINTHROP SW (1982)
 PQ0641
 PQ0641                         *CURRENT SURVEY CONTROL
 PQ0641  ______________________________________________________________________
 PQ0641* NAD 83(1996) POSITION- 44 34 42.34848(N) 094 22 32.65641(W)   NO CHECK  
 PQ0641* NAVD 88 ORTHO HEIGHT -   317.591  (meters)    1041.96  (feet) ADJUSTED  
 PQ0641  ______________________________________________________________________
 PQ0641  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC09
 PQ0641  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 PQ0641  DYNAMIC HEIGHT  -        317.549 (meters)     1041.83  (feet) COMP
 PQ0641  MODELED GRAVITY -    980,476.8   (mgal)                       NAVD 88
 PQ0641
 PQ0641  HORZ ORDER      -  THIRD
 PQ0641  VERT ORDER      -  SECOND    CLASS I
 PQ0641
 PQ0641.The horizontal coordinates were established by classical geodetic methods
 PQ0641.and adjusted by the National Geodetic Survey in March 1999.
 PQ0641.
 PQ0641.No horizontal observational check was made to the station.
 PQ0641.
 PQ0641.The orthometric height was determined by differential leveling and
 PQ0641.adjusted in October 2008.
 PQ0641
 PQ0641.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0641
 PQ0641.The dynamic height is computed by dividing the NAVD 88
 PQ0641.geopotential number by the normal gravity value computed on the
 PQ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0641.degrees latitude (g = 980.6199 gals.).
 PQ0641
 PQ0641.The modeled gravity was interpolated from observed gravity values.
 PQ0641
 PQ0641. The following values were computed from the NAD 83(1996) position.
 PQ0641
 PQ0641;                    North         East     Units Scale Factor Converg.
 PQ0641;SPC MN S     -   275,450.240   770,160.223   MT  0.99992294   -0 15 48.1
 PQ0641;SPC MN S     -   903,706.33  2,526,767.33   sFT  0.99992294   -0 15 48.1
 PQ0641;UTM  15      - 4,937,041.516   390,778.481   MT  0.99974670   -0 57 56.5
 PQ0641
 PQ0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0641!SPC MN S     -   0.99995457  x   0.99992294  =   0.99987751
 PQ0641!UTM  15      -   0.99995457  x   0.99974670  =   0.99970128
 PQ0641
 PQ0641                          SUPERSEDED SURVEY CONTROL
 PQ0641
 PQ0641  NAD 83(1986)-  44 34 42.34247(N)    094 22 32.65286(W) AD(       ) 3
 PQ0641  NAD 27      -  44 34 42.47148(N)    094 22 31.71495(W) AD(       ) 3
 PQ0641  NGVD 29 (07/19/86)  317.5    (m)         1042.     (f) LEVELING    3  
 PQ0641
 PQ0641.Superseded values are not recommended for survey control.
 PQ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0641.See file dsdata.txt to determine how the superseded data were derived.
 PQ0641
 PQ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9077837041(NAD 83)
 PQ0641
 PQ0641_MARKER: DB = BENCH MARK DISK
 PQ0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0641_STAMPING: 133 ES 1955
 PQ0641_MARK LOGO: USGS  
 PQ0641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0641+STABILITY: SURFACE MOTION
 PQ0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0641+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 PQ0641
 PQ0641  HISTORY     - Date     Condition        Report By
 PQ0641  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0641  HISTORY     - 19930105 GOOD             MNDT
 PQ0641
 PQ0641                          STATION DESCRIPTION
 PQ0641
 PQ0641'DESCRIBED BY MN DEPT OF TRANSP 1975 (DKH)
 PQ0641'A USGS BENCH MARK DISK STAMPED 133 ES 1955 1042, IS SET IN A 6
 PQ0641'INCH SQUARE CONCRETE MONUMENT AND PROJECTS 0.30 FOOT ABOVE THE
 PQ0641'SURFACE OF THE GROUND.  THE MARK IS 55.5 FEET EAST OF THE
 PQ0641'CENTERLINE OF TRUNK HIGHWAY 15, 1.2 FEET WEST-NORTHWEST OF A
 PQ0641'POWER POLE, AND 2.6 FEET EAST OF A STEEL WITNESS POST.
 PQ0641'
 PQ0641'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 PQ0641'TRUNK HIGHWAY 19 AT THE WEST EDGE OF WINTHROP GO NORTH ON TRUNK
 PQ0641'HIGHWAY 15 FOR 1.65 MILES TO A FIELD ENTRANCE AND STATION GUT MNHD
 PQ0641'ON THE LEFT.
 PQ0641'
 PQ0641'TO REACH THE MARK FROM STATION GUT MNHD GO NORTH ON TRUNK HIGHWAY 15
 PQ0641'FOR 0.80 MILE TO THE MARK ON THE RIGHT.
 PQ0641
 PQ0641                          STATION RECOVERY (1993)
 PQ0641
 PQ0641'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PQ0641'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS--IN USGS QUAD
 PQ0641'93 WITH THE FOLLOWING ADDITION TO THE DESCRIPTION, AT TH 15 MILE POST
 PQ0641'79.4.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6760 ***********************************************************************
 DF6760  DESIGNATION -  134 20
 DF6760  PID         -  DF6760
 DF6760  STATE/COUNTY-  MN/HUBBARD
 DF6760  COUNTRY     -  US
 DF6760  USGS QUAD   -  SKUNK LAKE (1972)
 DF6760
 DF6760                         *CURRENT SURVEY CONTROL
 DF6760  ______________________________________________________________________
 DF6760* NAD 83(2007) POSITION- 47 01 18.73270(N) 095 01 02.47532(W)   ADJUSTED  
 DF6760* NAD 83(2007) ELLIP HT-   418.439 (meters)        (02/10/07)   ADJUSTED
 DF6760* NAD 83(2007) EPOCH   -  2002.00
 DF6760* NAVD 88 ORTHO HEIGHT -   445.8    (meters)    1463.    (feet) GPS OBS   
 DF6760  ______________________________________________________________________
 DF6760  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6760  GEOID HEIGHT    -        -27.32  (meters)                     GEOID99
 DF6760  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DF6760  NAD 83(2007) X  -   -380,981.771 (meters)                     COMP
 DF6760  NAD 83(2007) Y  - -4,339,502.655 (meters)                     COMP
 DF6760  NAD 83(2007) Z  -  4,643,728.750 (meters)                     COMP
 DF6760  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 DF6760
 DF6760  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6760  Type                                         Horiz  Ellip  Dist(km)
 DF6760  -------------------------------------------------------------------
 DF6760  NETWORK                                       0.73   0.51
 DF6760  -------------------------------------------------------------------
 DF6760  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.76   0.45      8.72
 DF6760  -------------------------------------------------------------------
 DF6760  NOTE: Click here for information on individual local accuracy
 DF6760  values and other accuracy information.
 DF6760
 DF6760
 DF6760.The horizontal coordinates were established by GPS observations
 DF6760.and adjusted by the National Geodetic Survey in February 2007.
 DF6760
 DF6760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6760.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6760
 DF6760.The horizontal coordinates are valid at the epoch date displayed above
 DF6760.which is a decimal equivalence of Year/Month/Day.
 DF6760
 DF6760.The orthometric height was determined by GPS observations and a
 DF6760.high-resolution geoid model.
 DF6760
 DF6760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6760
 DF6760.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6760
 DF6760.The ellipsoidal height was determined by GPS observations
 DF6760.and is referenced to NAD 83.
 DF6760
 DF6760. The following values were computed from the NAD 83(2007) position.
 DF6760
 DF6760;                    North         East     Units Scale Factor Converg.
 DF6760;SPC MN C     -   325,014.160   741,663.189   MT  0.99999397   -0 33 18.3
 DF6760;SPC MN C     - 1,066,317.29  2,433,273.31   sFT  0.99999397   -0 33 18.3
 DF6760;UTM  15      - 5,209,569.424   346,694.269   MT  0.99988886   -1 28 34.4
 DF6760
 DF6760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6760!SPC MN C     -   0.99993441  x   0.99999397  =   0.99992838
 DF6760!UTM  15      -   0.99993441  x   0.99988886  =   0.99982328
 DF6760
 DF6760                          SUPERSEDED SURVEY CONTROL
 DF6760
 DF6760  NAD 83(1996)-  47 01 18.73248(N)    095 01 02.47518(W) AD(       ) 1
 DF6760  ELLIP H (08/04/03)  418.457  (m)                       GP(       ) 3 2
 DF6760
 DF6760.Superseded values are not recommended for survey control.
 DF6760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6760.See file dsdata.txt to determine how the superseded data were derived.
 DF6760
 DF6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4669409569(NAD 83)
 DF6760
 DF6760_MARKER: DD = SURVEY DISK
 DF6760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6760_STAMPING: 134-20 2001
 DF6760_MARK LOGO: MN-057
 DF6760_PROJECTION: RECESSED 5 CENTIMETERS
 DF6760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6760+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6760_ROD/PIPE-DEPTH: 15.2 meters
 DF6760
 DF6760  HISTORY     - Date     Condition        Report By
 DF6760  HISTORY     - 2001     MONUMENTED       MN-057
 DF6760
 DF6760                          STATION DESCRIPTION
 DF6760
 DF6760'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6760'6.5 MILES (10.5 KM) NNE OF PARK RAPIDS, 4.8 MILES (7.7 KM) EAST ALONG
 DF6760'CO RD 40 FROM JCT OF TH 71
 DF6760'AND CO RD 40, 0.2 MI (0.3 KM) WEST OF HOLLY RD, 40 FT (12.2 M) SOUTH
 DF6760'OF CO RD 40, 3 FT (0.9 M)
 DF6760'NORTH OF WITNESS POST.
 DF6760'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0468 ***********************************************************************
 SH0468  DESIGNATION -  1341.5
 SH0468  PID         -  SH0468
 SH0468  STATE/COUNTY-  MN/ST LOUIS
 SH0468  COUNTRY     -  US
 SH0468  USGS QUAD   -  ELY (1986)
 SH0468
 SH0468                         *CURRENT SURVEY CONTROL
 SH0468  ______________________________________________________________________
 SH0468* NAD 83(1986) POSITION- 47 55 00.     (N) 091 49 46.     (W)   SCALED    
 SH0468* NAVD 88 ORTHO HEIGHT -   409.243  (meters)    1342.66  (feet) ADJUSTED  
 SH0468  ______________________________________________________________________
 SH0468  GEOID HEIGHT    -        -30.83  (meters)                     GEOID09
 SH0468  DYNAMIC HEIGHT  -        409.304 (meters)     1342.86  (feet) COMP
 SH0468  MODELED GRAVITY -    980,747.5   (mgal)                       NAVD 88
 SH0468
 SH0468  VERT ORDER      -  SECOND    CLASS 0
 SH0468
 SH0468.The horizontal coordinates were scaled from a topographic map and have
 SH0468.an estimated accuracy of +/- 6 seconds.
 SH0468.
 SH0468.The orthometric height was determined by differential leveling and
 SH0468.adjusted in June 1991.
 SH0468
 SH0468.The dynamic height is computed by dividing the NAVD 88
 SH0468.geopotential number by the normal gravity value computed on the
 SH0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0468.degrees latitude (g = 980.6199 gals.).
 SH0468
 SH0468.The modeled gravity was interpolated from observed gravity values.
 SH0468
 SH0468;                    North         East    Units  Estimated Accuracy
 SH0468;SPC MN N     -   258,280.      894,960.      MT  (+/- 180 meters Scaled)
 SH0468
 SH0468                          SUPERSEDED SURVEY CONTROL
 SH0468
 SH0468  NGVD 29 (??/??/92)  409.009  (m)         1341.89   (f) ADJ UNCH    2 0
 SH0468
 SH0468.Superseded values are not recommended for survey control.
 SH0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0468.See file dsdata.txt to determine how the superseded data were derived.
 SH0468
 SH0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP874077(NAD 83)
 SH0468
 SH0468_MARKER: Q = CHISELED SQUARE
 SH0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SH0468_SP_SET: ABUTMENT
 SH0468_MARK LOGO: CGS   
 SH0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SH0468
 SH0468  HISTORY     - Date     Condition        Report By
 SH0468  HISTORY     - UNK      MONUMENTED       CGS
 SH0468  HISTORY     - 1935     GOOD             CGS
 SH0468  HISTORY     - 20070430 MARK NOT FOUND   MNDT
 SH0468
 SH0468                          STATION DESCRIPTION
 SH0468
 SH0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0468'2.5 MI NE FROM ELY.
 SH0468'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 88 FROM ELY, ST. LOUIS
 SH0468'COUNTY, IN THE TOP OF THE NORTHWEST ABUTMENT OF A STEEL BRIDGE,
 SH0468'3 FEET FROM THE WEST SIDE OF THE BRIDGE, AND 10 FEET WEST OF THE
 SH0468'CENTERLINE OF THE HIGHWAY.  A CHISELED SQUARE.
 SH0468
 SH0468                          STATION RECOVERY (2007)
 SH0468
 SH0468'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MAS)
 SH0468'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6761 ***********************************************************************
 DF6761  DESIGNATION -  135 4
 DF6761  PID         -  DF6761
 DF6761  STATE/COUNTY-  MN/HUBBARD
 DF6761  COUNTRY     -  US
 DF6761  USGS QUAD   -  SKUNK LAKE (1972)
 DF6761
 DF6761                         *CURRENT SURVEY CONTROL
 DF6761  ______________________________________________________________________
 DF6761* NAD 83(2007) POSITION- 47 03 50.83794(N) 095 06 30.86517(W)   ADJUSTED  
 DF6761* NAD 83(2007) ELLIP HT-   435.937 (meters)        (02/10/07)   ADJUSTED
 DF6761* NAD 83(2007) EPOCH   -  2002.00
 DF6761* NAVD 88 ORTHO HEIGHT -   463.1    (meters)    1519.    (feet) GPS OBS   
 DF6761  ______________________________________________________________________
 DF6761  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6761  GEOID HEIGHT    -        -27.21  (meters)                     GEOID99
 DF6761  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DF6761  NAD 83(2007) X  -   -387,585.053 (meters)                     COMP
 DF6761  NAD 83(2007) Y  - -4,335,478.213 (meters)                     COMP
 DF6761  NAD 83(2007) Z  -  4,646,942.651 (meters)                     COMP
 DF6761  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 DF6761
 DF6761  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6761  Type                                         Horiz  Ellip  Dist(km)
 DF6761  -------------------------------------------------------------------
 DF6761  NETWORK                                       0.79   0.57
 DF6761  -------------------------------------------------------------------
 DF6761  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.71   0.45      9.77
 DF6761  -------------------------------------------------------------------
 DF6761  NOTE: Click here for information on individual local accuracy
 DF6761  values and other accuracy information.
 DF6761
 DF6761
 DF6761.The horizontal coordinates were established by GPS observations
 DF6761.and adjusted by the National Geodetic Survey in February 2007.
 DF6761
 DF6761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6761.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6761
 DF6761.The horizontal coordinates are valid at the epoch date displayed above
 DF6761.which is a decimal equivalence of Year/Month/Day.
 DF6761
 DF6761.The orthometric height was determined by GPS observations and a
 DF6761.high-resolution geoid model.
 DF6761
 DF6761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6761
 DF6761.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6761
 DF6761.The ellipsoidal height was determined by GPS observations
 DF6761.and is referenced to NAD 83.
 DF6761
 DF6761. The following values were computed from the NAD 83(2007) position.
 DF6761
 DF6761;                    North         East     Units Scale Factor Converg.
 DF6761;SPC MN C     -   329,782.222   734,779.561   MT  1.00000312   -0 37 15.9
 DF6761;SPC MN C     - 1,081,960.51  2,410,689.28   sFT  1.00000312   -0 37 15.9
 DF6761;UTM  15      - 5,214,447.167   339,888.917   MT  0.99991508   -1 32 38.6
 DF6761
 DF6761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6761!SPC MN C     -   0.99993167  x   1.00000312  =   0.99993479
 DF6761!UTM  15      -   0.99993167  x   0.99991508  =   0.99984676
 DF6761
 DF6761                          SUPERSEDED SURVEY CONTROL
 DF6761
 DF6761  NAD 83(1996)-  47 03 50.83777(N)    095 06 30.86500(W) AD(       ) 1
 DF6761  ELLIP H (08/04/03)  435.951  (m)                       GP(       ) 3 2
 DF6761
 DF6761.Superseded values are not recommended for survey control.
 DF6761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6761.See file dsdata.txt to determine how the superseded data were derived.
 DF6761
 DF6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3988814447(NAD 83)
 DF6761
 DF6761_MARKER: DD = SURVEY DISK
 DF6761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6761_STAMPING: 135-4 2001
 DF6761_MARK LOGO: MN-057
 DF6761_PROJECTION: RECESSED 8 CENTIMETERS
 DF6761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6761+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6761_ROD/PIPE-DEPTH: 13.7 meters
 DF6761
 DF6761  HISTORY     - Date     Condition        Report By
 DF6761  HISTORY     - 2001     MONUMENTED       MN-057
 DF6761
 DF6761                          STATION DESCRIPTION
 DF6761
 DF6761'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6761'9.5 MILES (15.3 KM) NNW OF PARK RAPIDS, FROM THE SOUTH JCT OF CO RD 89
 DF6761'AND TH 71 (AT TH 71 MP
 DF6761'268.75) GO 2.8 MI (4.5 KM) EAST AND NORTH ON CO RD 89, 30 FT (9.1 M)
 DF6761'WEST OF CO RD 89, 81.95 FT
 DF6761'(24.98 M) SW OF P-POLE, 55.8 FT (17.0 M) NORTH OF TOP CENTER OF TELE
 DF6761'JCT BOX, 3 FT (0.9 M) SOUTH
 DF6761'OF WIT POST.
 DF6761'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0063 ***********************************************************************
 PP0063  DESIGNATION -  135 BOLT
 PP0063  PID         -  PP0063
 PP0063  STATE/COUNTY-  MN/WABASHA
 PP0063  COUNTRY     -  US
 PP0063  USGS QUAD   -  WABASHA NORTH (1974)
 PP0063
 PP0063                         *CURRENT SURVEY CONTROL
 PP0063  ______________________________________________________________________
 PP0063* NAD 83(1986) POSITION- 44 24 35.     (N) 092 06 49.     (W)   SCALED    
 PP0063* NAVD 88 ORTHO HEIGHT -   208.717  (meters)     684.77  (feet) ADJUSTED  
 PP0063  ______________________________________________________________________
 PP0063  GEOID HEIGHT    -        -30.34  (meters)                     GEOID09
 PP0063  DYNAMIC HEIGHT  -        208.686 (meters)      684.66  (feet) COMP
 PP0063  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PP0063
 PP0063  VERT ORDER      -  FIRST     CLASS I
 PP0063
 PP0063.The horizontal coordinates were scaled from a topographic map and have
 PP0063.an estimated accuracy of +/- 6 seconds.
 PP0063.
 PP0063.The orthometric height was determined by differential leveling and
 PP0063.adjusted in June 1991.
 PP0063
 PP0063.The dynamic height is computed by dividing the NAVD 88
 PP0063.geopotential number by the normal gravity value computed on the
 PP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0063.degrees latitude (g = 980.6199 gals.).
 PP0063
 PP0063.The modeled gravity was interpolated from observed gravity values.
 PP0063
 PP0063;                    North         East    Units  Estimated Accuracy
 PP0063;SPC MN S     -   258,370.      950,230.      MT  (+/- 180 meters Scaled)
 PP0063
 PP0063                          SUPERSEDED SURVEY CONTROL
 PP0063
 PP0063  NGVD 29 (??/??/92)  208.698  (m)          684.70   (f) ADJ UNCH    1 1
 PP0063
 PP0063.Superseded values are not recommended for survey control.
 PP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0063.See file dsdata.txt to determine how the superseded data were derived.
 PP0063
 PP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK705177(NAD 83)
 PP0063
 PP0063_MARKER: B = BOLT
 PP0063_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0063_STAMPING: 44 24 35 92 06 50
 PP0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0063
 PP0063  HISTORY     - Date     Condition        Report By
 PP0063  HISTORY     - UNK      MONUMENTED       MRC
 PP0063  HISTORY     - 1970     GOOD             NGS
 PP0063  HISTORY     - 20010331 GOOD             NGS
 PP0063
 PP0063                          STATION DESCRIPTION
 PP0063
 PP0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0063'5.15 MI NW FROM WABASHA.
 PP0063'ABOUT 0.4 MILE SOUTHWEST ALONG PEMBROKE AVENUE FROM THE POST OFFICE AT
 PP0063'WABASHA, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY 61, THENCE 4.25 MILES
 PP0063'NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 PP0063'10 3/4 RAILS WEST OF MILEPOST 345, 51 FEET SOUTHEAST OF THE SOUTHEAST
 PP0063'CORNER OF THE CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER L 136, 46.3
 PP0063'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 26 FEET SOUTH OF A
 PP0063'TELEPHONE POLE, 3.0 FEET WEST OF A METAL WITNESS POST, AND IS A COPPER
 PP0063'BOLT LEADED IN AN 18- X 18-INCH TILE ABOUT 3 FEET UNDERGROUND, ACCESS
 PP0063'TO WHICH IS HAD THROUGH AN IRON PIPE WHICH BEARS A MISSISSIPPI RIVER
 PP0063'COMMISSION CAP THAT IS STAMPED 44 24 35 92 06 50 AND IS DESIGNATED PBM
 PP0063'136 (MRC).  SEC 15, T 111N, R 11W.
 PP0063
 PP0063                          STATION RECOVERY (2001)
 PP0063
 PP0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0063'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0061 ***********************************************************************
 PP0061  DESIGNATION -  135 CAP
 PP0061  PID         -  PP0061
 PP0061  STATE/COUNTY-  MN/WABASHA
 PP0061  COUNTRY     -  US
 PP0061  USGS QUAD   -  WABASHA NORTH (1974)
 PP0061
 PP0061                         *CURRENT SURVEY CONTROL
 PP0061  ______________________________________________________________________
 PP0061* NAD 83(1986) POSITION- 44 24 35.     (N) 092 06 49.     (W)   SCALED    
 PP0061* NAVD 88 ORTHO HEIGHT -   209.938  (meters)     688.77  (feet) ADJUSTED  
 PP0061  ______________________________________________________________________
 PP0061  GEOID HEIGHT    -        -30.34  (meters)                     GEOID09
 PP0061  DYNAMIC HEIGHT  -        209.907 (meters)      688.67  (feet) COMP
 PP0061  MODELED GRAVITY -    980,464.1   (mgal)                       NAVD 88
 PP0061
 PP0061  VERT ORDER      -  FIRST     CLASS I
 PP0061
 PP0061.The horizontal coordinates were scaled from a topographic map and have
 PP0061.an estimated accuracy of +/- 6 seconds.
 PP0061.
 PP0061.The orthometric height was determined by differential leveling and
 PP0061.adjusted in June 1991.
 PP0061
 PP0061.The dynamic height is computed by dividing the NAVD 88
 PP0061.geopotential number by the normal gravity value computed on the
 PP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0061.degrees latitude (g = 980.6199 gals.).
 PP0061
 PP0061.The modeled gravity was interpolated from observed gravity values.
 PP0061
 PP0061;                    North         East    Units  Estimated Accuracy
 PP0061;SPC MN S     -   258,370.      950,230.      MT  (+/- 180 meters Scaled)
 PP0061
 PP0061                          SUPERSEDED SURVEY CONTROL
 PP0061
 PP0061  NGVD 29 (??/??/92)  209.920  (m)          688.71   (f) ADJ UNCH    1 1
 PP0061
 PP0061.Superseded values are not recommended for survey control.
 PP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0061.See file dsdata.txt to determine how the superseded data were derived.
 PP0061
 PP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK705177(NAD 83)
 PP0061
 PP0061_MARKER: P = PIPE CAP
 PP0061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0061_STAMPING: 44 24 35 92 06 50
 PP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0061
 PP0061  HISTORY     - Date     Condition        Report By
 PP0061  HISTORY     - UNK      MONUMENTED       MRC
 PP0061  HISTORY     - 1970     GOOD             NGS
 PP0061  HISTORY     - 20010331 GOOD             NGS
 PP0061
 PP0061                          STATION DESCRIPTION
 PP0061
 PP0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0061'5.15 MI NW FROM WABASHA.
 PP0061'ABOUT 0.4 MILE SOUTHWEST ALONG PEMBROKE AVENUE FROM THE POST OFFICE AT
 PP0061'WABASHA, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY 61, THENCE 4.25 MILES
 PP0061'NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 PP0061'10 3/4 RAILS WEST OF MILEPOST 345, 51 FEET SOUTHEAST OF THE SOUTHEAST
 PP0061'CORNER OF THE CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER L 136, 46.3
 PP0061'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 26 FEET SOUTH OF A
 PP0061'TELEPHONE POLE, 3.0 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 PP0061'WITH THE TRACK, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP
 PP0061'OF AN IRON PIPE WHICH PROJECTS 6 INCHES.  SEC 15, T 111N, R 11W.
 PP0061
 PP0061                          STATION RECOVERY (2001)
 PP0061
 PP0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SZ0021 ***********************************************************************
 SZ0021  DESIGNATION -  1356
 SZ0021  PID         -  SZ0021
 SZ0021  STATE/COUNTY-  MN/COOK
 SZ0021  COUNTRY     -  US
 SZ0021  USGS QUAD   -  PIGEON POINT (1976)
 SZ0021
 SZ0021                         *CURRENT SURVEY CONTROL
 SZ0021  ______________________________________________________________________
 SZ0021* NAD 83(1986) POSITION- 48 00 08.     (N) 089 35 06.     (W)   SCALED    
 SZ0021* NAVD 88 ORTHO HEIGHT -   191.331  (meters)     627.73  (feet) ADJUSTED  
 SZ0021  ______________________________________________________________________
 SZ0021  GEOID HEIGHT    -        -34.25  (meters)                     GEOID09
 SZ0021  DYNAMIC HEIGHT  -        191.368 (meters)      627.85  (feet) COMP
 SZ0021  MODELED GRAVITY -    980,803.2   (mgal)                       NAVD 88
 SZ0021
 SZ0021  VERT ORDER      -  FIRST     CLASS II
 SZ0021
 SZ0021.The horizontal coordinates were scaled from a topographic map and have
 SZ0021.an estimated accuracy of +/- 6 seconds.
 SZ0021.
 SZ0021.The orthometric height was determined by differential leveling and
 SZ0021.adjusted in June 1991.
 SZ0021
 SZ0021.The dynamic height is computed by dividing the NAVD 88
 SZ0021.geopotential number by the normal gravity value computed on the
 SZ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0021.degrees latitude (g = 980.6199 gals.).
 SZ0021
 SZ0021.The modeled gravity was interpolated from observed gravity values.
 SZ0021
 SZ0021;                    North         East    Units  Estimated Accuracy
 SZ0021;SPC MN N     -   272,970.    1,062,180.      MT  (+/- 180 meters Scaled)
 SZ0021
 SZ0021                          SUPERSEDED SURVEY CONTROL
 SZ0021
 SZ0021.No superseded survey control is available for this station.
 SZ0021
 SZ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU071197(NAD 83)
 SZ0021
 SZ0021_MARKER: DU = BOUNDARY MARKER
 SZ0021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SZ0021_SP_SET: BRIDGE CURB
 SZ0021_STAMPING: 1356 1964
 SZ0021_MARK LOGO: IBC   
 SZ0021_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SZ0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SZ0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SZ0021+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1997
 SZ0021
 SZ0021  HISTORY     - Date     Condition        Report By
 SZ0021  HISTORY     - 1964     MONUMENTED       IBC
 SZ0021  HISTORY     - 1979     GOOD             NGS
 SZ0021  HISTORY     - 19970827 GOOD             MNDT
 SZ0021
 SZ0021                          STATION DESCRIPTION
 SZ0021
 SZ0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0021'IN PIGEON RIVER.
 SZ0021'IN PIGEON RIVER, AT THE NORTH END OF THE INTERNATIONAL BRIDGE,
 SZ0021'2.1 FT. SOUTH OF THE NORTH END OF THE WEST CURB OF THE BRIDGE.
 SZ0021'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 SZ0021
 SZ0021                          STATION RECOVERY (1997)
 SZ0021
 SZ0021'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 SZ0021'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SZ0021'15.5 FT (4.7 M) WEST OF TH 61.  INTERNATIONAL BOUNDARY COMMISSION
 SZ0021'DISK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SZ0023 ***********************************************************************
 SZ0023  DESIGNATION -  1357
 SZ0023  PID         -  SZ0023
 SZ0023  STATE/COUNTY-  MN/COOK
 SZ0023  COUNTRY     -  US
 SZ0023  USGS QUAD   -  PIGEON POINT (1976)
 SZ0023
 SZ0023                         *CURRENT SURVEY CONTROL
 SZ0023  ______________________________________________________________________
 SZ0023* NAD 83(2007) POSITION- 48 00 04.37790(N) 089 35 09.01060(W)   ADJUSTED  
 SZ0023* NAD 83(2007) ELLIP HT-   156.493 (meters)        (02/10/07)   ADJUSTED
 SZ0023* NAD 83(2007) EPOCH   -  2002.00
 SZ0023* NAVD 88 ORTHO HEIGHT -   190.741  (meters)     625.79  (feet) ADJUSTED  
 SZ0023  ______________________________________________________________________
 SZ0023  NAD 83(2007) X  -     30,906.876 (meters)                     COMP
 SZ0023  NAD 83(2007) Y  - -4,275,610.323 (meters)                     COMP
 SZ0023  NAD 83(2007) Z  -  4,717,083.106 (meters)                     COMP
 SZ0023  LAPLACE CORR    -         -9.94  (seconds)                    DEFLEC09
 SZ0023  GEOID HEIGHT    -        -34.24  (meters)                     GEOID09
 SZ0023  DYNAMIC HEIGHT  -        190.778 (meters)      625.91  (feet) COMP
 SZ0023  MODELED GRAVITY -    980,803.6   (mgal)                       NAVD 88
 SZ0023
 SZ0023  VERT ORDER      -  FIRST     CLASS II
 SZ0023
 SZ0023  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SZ0023  Type                                         Horiz  Ellip  Dist(km)
 SZ0023  -------------------------------------------------------------------
 SZ0023  NETWORK                                       0.98   0.82
 SZ0023  -------------------------------------------------------------------
 SZ0023  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.89   0.60      5.07
 SZ0023  -------------------------------------------------------------------
 SZ0023  NOTE: Click here for information on individual local accuracy
 SZ0023  values and other accuracy information.
 SZ0023
 SZ0023
 SZ0023.The horizontal coordinates were established by GPS observations
 SZ0023.and adjusted by the National Geodetic Survey in February 2007.
 SZ0023
 SZ0023.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SZ0023.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SZ0023
 SZ0023.The horizontal coordinates are valid at the epoch date displayed above
 SZ0023.which is a decimal equivalence of Year/Month/Day.
 SZ0023
 SZ0023.The orthometric height was determined by differential leveling and
 SZ0023.adjusted in June 1991.
 SZ0023
 SZ0023.Photographs are available for this station.
 SZ0023
 SZ0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SZ0023
 SZ0023.The Laplace correction was computed from DEFLEC09 derived deflections.
 SZ0023
 SZ0023.The ellipsoidal height was determined by GPS observations
 SZ0023.and is referenced to NAD 83.
 SZ0023
 SZ0023.The dynamic height is computed by dividing the NAVD 88
 SZ0023.geopotential number by the normal gravity value computed on the
 SZ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0023.degrees latitude (g = 980.6199 gals.).
 SZ0023
 SZ0023.The modeled gravity was interpolated from observed gravity values.
 SZ0023
 SZ0023. The following values were computed from the NAD 83(2007) position.
 SZ0023
 SZ0023;                    North         East     Units Scale Factor Converg.
 SZ0023;SPC MN N     -   272,855.261 1,062,124.844   MT  0.99990700   +2 36 17.2
 SZ0023;SPC MN N     -   895,192.64  3,484,654.59   sFT  0.99990700   +2 36 17.2
 SZ0023;UTM  16      - 5,319,671.017   307,119.554   MT  1.00005715   -1 55 20.2
 SZ0023
 SZ0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0023!SPC MN N     -   0.99997547  x   0.99990700  =   0.99988248
 SZ0023!UTM  16      -   0.99997547  x   1.00005715  =   1.00003262
 SZ0023
 SZ0023                          SUPERSEDED SURVEY CONTROL
 SZ0023
 SZ0023  NAD 83(1996)-  48 00 04.37771(N)    089 35 09.01094(W) AD(       ) 1
 SZ0023  ELLIP H (06/25/02)  156.533  (m)                       GP(       ) 4 1
 SZ0023  NAVD 88 (06/25/02)  190.74   (m)          625.8    (f) LEVELING    3  
 SZ0023
 SZ0023.Superseded values are not recommended for survey control.
 SZ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0023.See file dsdata.txt to determine how the superseded data were derived.
 SZ0023
 SZ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU0711919671(NAD 83)
 SZ0023
 SZ0023_MARKER: DR = REFERENCE MARK DISK
 SZ0023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SZ0023_SP_SET: BRIDGE CURB
 SZ0023_STAMPING: 1357 1964
 SZ0023_MARK LOGO: CGS   
 SZ0023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SZ0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SZ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SZ0023+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 SZ0023
 SZ0023  HISTORY     - Date     Condition        Report By
 SZ0023  HISTORY     - 1964     MONUMENTED       IBC
 SZ0023  HISTORY     - 1979     GOOD             NGS
 SZ0023  HISTORY     - 19970813 GOOD             NGS
 SZ0023  HISTORY     - 19970813 GOOD             MNDT
 SZ0023  HISTORY     - 20090813 GOOD             GEOCAC
 SZ0023
 SZ0023                          STATION DESCRIPTION
 SZ0023
 SZ0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0023'IN PIGEON RIVER.
 SZ0023'IN PIGEON RIVER, AT THE SOUTH END OF THE INTERNATIONAL BRIDGE,
 SZ0023'2.0 FT. NORTH OF THE SOUTH END OF THE WEST CURB OF THE BRIDGE,
 SZ0023'1.5 FT. NORTH OF BENCH MARK 19 MNDT.
 SZ0023'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 SZ0023
 SZ0023                          STATION RECOVERY (1997)
 SZ0023
 SZ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 SZ0023'RECOVERED AS DESCRIBED.
 SZ0023
 SZ0023                          STATION RECOVERY (1997)
 SZ0023
 SZ0023'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 SZ0023'RECOVERED AS DESCRIBED.
 SZ0023
 SZ0023                          STATION RECOVERY (2009)
 SZ0023
 SZ0023'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 SZ0023'HH2 480004.6 893509.0
 SZ0023' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0217 ***********************************************************************
 PP0217  DESIGNATION -  136
 PP0217  PID         -  PP0217
 PP0217  STATE/COUNTY-  MN/OLMSTED
 PP0217  COUNTRY     -  US
 PP0217  USGS QUAD   -  DOUGLAS (1993)
 PP0217
 PP0217                         *CURRENT SURVEY CONTROL
 PP0217  ______________________________________________________________________
 PP0217* NAD 83(1986) POSITION- 44 02 08.     (N) 092 33 15.     (W)   SCALED    
 PP0217* NAVD 88 ORTHO HEIGHT -   322.76   (+/-2cm)    1058.9   (feet) VERTCON   
 PP0217  ______________________________________________________________________
 PP0217  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 PP0217  VERT ORDER      -  ? (See Below)
 PP0217
 PP0217.The horizontal coordinates were scaled from a topographic map and have
 PP0217.an estimated accuracy of +/- 6 seconds.
 PP0217.
 PP0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP0217
 PP0217.The vertical order pertains to the NGVD 29 superseded value.
 PP0217
 PP0217;                    North         East    Units  Estimated Accuracy
 PP0217;SPC MN S     -   216,090.      915,880.      MT  (+/- 180 meters Scaled)
 PP0217
 PP0217                          SUPERSEDED SURVEY CONTROL
 PP0217
 PP0217  NGVD 29 (??/??/92)  322.762  (m)         1058.93   (f) ADJ UNCH       
 PP0217
 PP0217.Superseded values are not recommended for survey control.
 PP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0217.See file dsdata.txt to determine how the superseded data were derived.
 PP0217
 PP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ357759(NAD 83)
 PP0217
 PP0217_MARKER: Z = SEE DESCRIPTION
 PP0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0217_SP_SET: COPING
 PP0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0217
 PP0217  HISTORY     - Date     Condition        Report By
 PP0217  HISTORY     - UNK      MONUMENTED       CNWRR
 PP0217  HISTORY     - 1933     GOOD             CGS
 PP0217  HISTORY     - 1945     GOOD             CGS
 PP0217
 PP0217                          STATION DESCRIPTION
 PP0217
 PP0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PP0217'4.8 MI W FROM ROCHESTER.
 PP0217'ABOUT 4.8 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 PP0217'THE STATION AT ROCHESTER, OLMSTED COUNTY, NEAR MILEPOST 54, AT BRIDGE
 PP0217'M 136, AND AT THE SOUTH COPING.  THE TOP OF THE SOUTHEAST CORNER OF
 PP0217'THE COPING.
 PP0217
 PP0217                          STATION RECOVERY (1945)
 PP0217
 PP0217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 PP0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5585 ***********************************************************************
 DG5585  DESIGNATION -  136 Z
 DG5585  PID         -  DG5585
 DG5585  STATE/COUNTY-  MN/BELTRAMI
 DG5585  COUNTRY     -  US
 DG5585  USGS QUAD   -  SOLWAY (1972)
 DG5585
 DG5585                         *CURRENT SURVEY CONTROL
 DG5585  ______________________________________________________________________
 DG5585* NAD 83(2007) POSITION- 47 32 49.60478(N) 095 07 34.79555(W)   ADJUSTED  
 DG5585* NAD 83(2007) ELLIP HT-   406.494 (meters)        (02/10/07)   ADJUSTED
 DG5585* NAD 83(2007) EPOCH   -  2002.00
 DG5585* NAVD 88 ORTHO HEIGHT -   434.4    (meters)    1425.    (feet) GPS OBS   
 DG5585  ______________________________________________________________________
 DG5585  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5585  GEOID HEIGHT    -        -27.89  (meters)                     GEOID99
 DG5585  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DG5585  NAD 83(2007) X  -   -385,400.363 (meters)                     COMP
 DG5585  NAD 83(2007) Y  - -4,296,026.816 (meters)                     COMP
 DG5585  NAD 83(2007) Z  -  4,683,334.831 (meters)                     COMP
 DG5585  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC09
 DG5585
 DG5585  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5585  Type                                         Horiz  Ellip  Dist(km)
 DG5585  -------------------------------------------------------------------
 DG5585  NETWORK                                       0.68   0.76
 DG5585  -------------------------------------------------------------------
 DG5585  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.68   0.82      3.52
 DG5585  -------------------------------------------------------------------
 DG5585  NOTE: Click here for information on individual local accuracy
 DG5585  values and other accuracy information.
 DG5585
 DG5585
 DG5585.The horizontal coordinates were established by GPS observations
 DG5585.and adjusted by the National Geodetic Survey in February 2007.
 DG5585
 DG5585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5585.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5585
 DG5585.The horizontal coordinates are valid at the epoch date displayed above
 DG5585.which is a decimal equivalence of Year/Month/Day.
 DG5585
 DG5585.The orthometric height was determined by GPS observations and a
 DG5585.high-resolution geoid model.
 DG5585
 DG5585.Photographs are available for this station.
 DG5585
 DG5585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5585
 DG5585.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5585
 DG5585.The ellipsoidal height was determined by GPS observations
 DG5585.and is referenced to NAD 83.
 DG5585
 DG5585. The following values were computed from the NAD 83(2007) position.
 DG5585
 DG5585;                    North         East     Units Scale Factor Converg.
 DG5585;SPC MN N     -   218,409.710   647,495.912   MT  0.99991541   -1 30 07.0
 DG5585;SPC MN N     -   716,565.86  2,124,326.17   sFT  0.99991541   -1 30 07.0
 DG5585;UTM  15      - 5,268,156.626   340,005.171   MT  0.99991458   -1 34 09.2
 DG5585
 DG5585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5585!SPC MN N     -   0.99993629  x   0.99991541  =   0.99985171
 DG5585!UTM  15      -   0.99993629  x   0.99991458  =   0.99985088
 DG5585
 DG5585                          SUPERSEDED SURVEY CONTROL
 DG5585
 DG5585  NAD 83(1996)-  47 32 49.60461(N)    095 07 34.79550(W) AD(       ) 1
 DG5585  ELLIP H (05/19/04)  406.524  (m)                       GP(       ) 4 1
 DG5585
 DG5585.Superseded values are not recommended for survey control.
 DG5585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5585.See file dsdata.txt to determine how the superseded data were derived.
 DG5585
 DG5585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4000568156(NAD 83)
 DG5585
 DG5585_MARKER: DD = SURVEY DISK
 DG5585_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5585+WITH SETTING: INFORMATION.
 DG5585_STAMPING: 136 Z
 DG5585_PROJECTION: RECESSED 46 CENTIMETERS
 DG5585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5585+STABILITY: SURFACE MOTION
 DG5585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5585+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 DG5585_ROD/PIPE-DEPTH:  2.7 meters
 DG5585
 DG5585  HISTORY     - Date     Condition        Report By
 DG5585  HISTORY     - 2000     MONUMENTED
 DG5585  HISTORY     - 20030401 GOOD             MNDT
 DG5585
 DG5585                          STATION DESCRIPTION
 DG5585
 DG5585'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5585'THE MARK WAS RECOVERED 2 MILES (3.2 KM) NORTH OF SOLWAY, 1.9 MILES
 DG5585'(3.1 KM) NORTH ALONG COUNTY ROAD 5 FROM THE JUNCTION OF TRUNK HIGHWAY
 DG5585'2, 29.8 FT (9.1 M) EAST OF THE CENTER OF COUNTY ROAD 5, 11.5 FT (3.5
 DG5585'M) SOUTH OF THE CENTER OF ENTRANCE, 0.9 FT (27.4 CM) WEST OF WITNESS
 DG5585'POST.  THE MARK, SET BY THE GREAT LAKES GAS TRANSMISSION COMPANY, IS A
 DG5585'SURVEY DISK SET ON A DRIVEN ALUMINUM ROD OF UNKNOWN DEPTH, RECESSED 18
 DG5585'INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ0372 ***********************************************************************
 SJ0372  DESIGNATION -  1361.81
 SJ0372  PID         -  SJ0372
 SJ0372  STATE/COUNTY-  MN/ST LOUIS
 SJ0372  COUNTRY     -  US
 SJ0372  USGS QUAD   -  BUHL (1983)
 SJ0372
 SJ0372                         *CURRENT SURVEY CONTROL
 SJ0372  ______________________________________________________________________
 SJ0372* NAD 83(1986) POSITION- 47 23 19.     (N) 092 50 30.     (W)   SCALED    
 SJ0372* NAVD 88 ORTHO HEIGHT -   410.828  (meters)    1347.86  (feet) ADJUSTED  
 SJ0372  ______________________________________________________________________
 SJ0372  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 SJ0372  DYNAMIC HEIGHT  -        410.865 (meters)     1347.98  (feet) COMP
 SJ0372  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 SJ0372
 SJ0372  VERT ORDER      -  SECOND    CLASS 0
 SJ0372
 SJ0372.This mark is at Chisholm-Hibbing Airport (HIB)
 SJ0372
 SJ0372.The horizontal coordinates were scaled from a topographic map and have
 SJ0372.an estimated accuracy of +/- 6 seconds.
 SJ0372.
 SJ0372.The orthometric height was determined by differential leveling and
 SJ0372.adjusted in June 1991.
 SJ0372
 SJ0372.The dynamic height is computed by dividing the NAVD 88
 SJ0372.geopotential number by the normal gravity value computed on the
 SJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0372.degrees latitude (g = 980.6199 gals.).
 SJ0372
 SJ0372.The modeled gravity was interpolated from observed gravity values.
 SJ0372
 SJ0372;                    North         East    Units  Estimated Accuracy
 SJ0372;SPC MN N     -   198,820.      819,500.      MT  (+/- 180 meters Scaled)
 SJ0372
 SJ0372                          SUPERSEDED SURVEY CONTROL
 SJ0372
 SJ0372  NGVD 29 (??/??/92)  410.583  (m)         1347.05   (f) ADJ UNCH    2 0
 SJ0372
 SJ0372.Superseded values are not recommended for survey control.
 SJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0372.See file dsdata.txt to determine how the superseded data were derived.
 SJ0372
 SJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN119483(NAD 83)
 SJ0372
 SJ0372_MARKER: DB = BENCH MARK DISK
 SJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ0372_STAMPING: BM ELEV. 1361.81
 SJ0372_MARK LOGO: NGS   
 SJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0372+STABILITY: SURFACE MOTION
 SJ0372
 SJ0372  HISTORY     - Date     Condition        Report By
 SJ0372  HISTORY     - UNK      MONUMENTED       CGS
 SJ0372  HISTORY     - 1948     GOOD             CGS
 SJ0372  HISTORY     - 1970     GOOD             NGS
 SJ0372  HISTORY     - 20090630 MARK NOT FOUND   MNDT
 SJ0372
 SJ0372                          STATION DESCRIPTION
 SJ0372
 SJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SJ0372'5.9 MI SE FROM HIBBING.
 SJ0372'ABOUT 1.1 MILES SOUTH ALONG U.S.HIGHWAY 169 FROM FIRE STATION NO. 3 AT
 SJ0372'HIBBING, THENCE ABOUT 4.8 MILES EAST ALONG COUNTY HIGHWAY 61, AT
 SJ0372'HIBBING MUNICIPAL AIRPORT, AT THE INTERSECTION OF THE
 SJ0372'NORTHWEST-SOUTHEAST RUNWAY AND THE NORTHEAST-SOUTHWEST RUNWAY, 10 FEET
 SJ0372'SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST RUNWAY, 40
 SJ0372'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE NORTHWEST SOUTHEAST
 SJ0372'RUNWAY, 7.8 FEET NORTHEAST OF THE CENTER OF A 3-FOOT IRON MAN HOLE,
 SJ0372'ABOUT LEVEL WITH THE RUNWAYS AND SET IN THE TOP OF A CONCRETE POST
 SJ0372'PROJECTING 1 IN.  NOTE-- THE MAN HOLE IS 4 INCHES BELOW THE SURFACE OF
 SJ0372'THE GROUND, THE MARK IS NOW ABOUT 7 INCHES BELOW THE SURFACE OF THE
 SJ0372'GROUND.
 SJ0372
 SJ0372                          STATION RECOVERY (1970)
 SJ0372
 SJ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 SJ0372'RECOVERED IN GOOD CONDITION.
 SJ0372
 SJ0372                          STATION RECOVERY (2009)
 SJ0372
 SJ0372'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 SJ0372'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0517 ***********************************************************************
 RO0517  DESIGNATION -  1367
 RO0517  PID         -  RO0517
 RO0517  STATE/COUNTY-  MN/OTTER TAIL
 RO0517  COUNTRY     -  US
 RO0517  USGS QUAD   -  BATTLE LAKE (1973)
 RO0517
 RO0517                         *CURRENT SURVEY CONTROL
 RO0517  ______________________________________________________________________
 RO0517* NAD 83(1986) POSITION- 46 16 23.     (N) 095 38 53.     (W)   SCALED    
 RO0517* NAVD 88 ORTHO HEIGHT -   416.343  (meters)    1365.95  (feet) ADJUSTED  
 RO0517  ______________________________________________________________________
 RO0517  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 RO0517  DYNAMIC HEIGHT  -        416.346 (meters)     1365.96  (feet) COMP
 RO0517  MODELED GRAVITY -    980,609.0   (mgal)                       NAVD 88
 RO0517
 RO0517  VERT ORDER      -  SECOND    CLASS 0
 RO0517
 RO0517.The horizontal coordinates were scaled from a topographic map and have
 RO0517.an estimated accuracy of +/- 6 seconds.
 RO0517.
 RO0517.The orthometric height was determined by differential leveling and
 RO0517.adjusted in June 1991.
 RO0517
 RO0517.Photographs are available for this station.
 RO0517
 RO0517.The dynamic height is computed by dividing the NAVD 88
 RO0517.geopotential number by the normal gravity value computed on the
 RO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0517.degrees latitude (g = 980.6199 gals.).
 RO0517
 RO0517.The modeled gravity was interpolated from observed gravity values.
 RO0517
 RO0517;                    North         East    Units  Estimated Accuracy
 RO0517;SPC MN C     -   242,450.      692,250.      MT  (+/- 180 meters Scaled)
 RO0517
 RO0517                          SUPERSEDED SURVEY CONTROL
 RO0517
 RO0517  NGVD 29 (??/??/92)  416.097  (m)         1365.14   (f) ADJ UNCH    2 0
 RO0517
 RO0517.Superseded values are not recommended for survey control.
 RO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0517.See file dsdata.txt to determine how the superseded data were derived.
 RO0517
 RO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM959277(NAD 83)
 RO0517
 RO0517_MARKER: P = PIPE CAP
 RO0517_SETTING: 0 = UNSPECIFIED SETTING
 RO0517_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0517_STAMPING: MINN 1367
 RO0517_MARK LOGO: USGS  
 RO0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0517+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2004
 RO0517
 RO0517  HISTORY     - Date     Condition        Report By
 RO0517  HISTORY     - 1912     MONUMENTED       USGS
 RO0517  HISTORY     - 1934     GOOD             CGS
 RO0517  HISTORY     - 20041118 SEE DESCRIPTION  MNDT
 RO0517
 RO0517                          STATION DESCRIPTION
 RO0517
 RO0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0517'1.0 MI W FROM CLETHERAL.
 RO0517'45 FT. SOUTH OF TRACK.  15 FT. EAST OF CROSS ROAD.  8 RAILS WEST OF
 RO0517'MILE POST NO. 28.
 RO0517
 RO0517                          STATION RECOVERY (2004)
 RO0517
 RO0517'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0517'1.0 MILES WEST OF CLITHERAL, AT TRUNK HIGHWAY 210 MILEPOINT 48.70,
 RO0517'3.15 MILES EAST ALONG TRUNK HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY
 RO0517'210 AND TRUNK HIGHWAY 78 AT BATTLE LAKE, 63.8 FEET NORTH OF TRUNK
 RO0517'HIGHWAY 210, 45 FEET SOUTH OF OLD RAILROAD GRADE, AT ROAD CROSSING, 15
 RO0517'FEET EAST OF SOUTHPOINT ROAD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0776 ***********************************************************************
 QO0776  DESIGNATION -  1380 AC
 QO0776  PID         -  QO0776
 QO0776  STATE/COUNTY-  MN/CHISAGO
 QO0776  COUNTRY     -  US
 QO0776  USGS QUAD   -  LINWOOD (1993)
 QO0776
 QO0776                         *CURRENT SURVEY CONTROL
 QO0776  ______________________________________________________________________
 QO0776* NAD 83(1986) POSITION- 45 18 40.36   (N) 093 00 10.50   (W)   HD_HELD1  
 QO0776* NAVD 88 ORTHO HEIGHT -   275.014  (meters)     902.28  (feet) ADJUSTED  
 QO0776  ______________________________________________________________________
 QO0776  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 QO0776  DYNAMIC HEIGHT  -        275.008 (meters)      902.26  (feet) COMP
 QO0776  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QO0776
 QO0776  VERT ORDER      -  SECOND    CLASS I
 QO0776
 QO0776.The horizontal coordinates were established by differentially corrected
 QO0776.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0776.
 QO0776.The orthometric height was determined by differential leveling and
 QO0776.adjusted in June 1991.
 QO0776
 QO0776.Photographs are available for this station.
 QO0776
 QO0776.The dynamic height is computed by dividing the NAVD 88
 QO0776.geopotential number by the normal gravity value computed on the
 QO0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0776.degrees latitude (g = 980.6199 gals.).
 QO0776
 QO0776.The modeled gravity was interpolated from observed gravity values.
 QO0776
 QO0776;                    North         East    Units  Estimated Accuracy
 QO0776;SPC MN C     -   135,360.9     897,798.6     MT  (+/- 3 meters HH1 GPS) 
 QO0776
 QO0776                          SUPERSEDED SURVEY CONTROL
 QO0776
 QO0776  NGVD 29 (??/??/92)  274.972  (m)          902.14   (f) ADJ UNCH    2 1
 QO0776
 QO0776.Superseded values are not recommended for survey control.
 QO0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0776.See file dsdata.txt to determine how the superseded data were derived.
 QO0776
 QO0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9977117522(NAD 83)
 QO0776
 QO0776_MARKER: DV = VERTICAL CONTROL DISK
 QO0776_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0776_SP_SET: 78 FOOT
 QO0776_STAMPING: 1380 AC 1974
 QO0776_MARK LOGO: MNHD  
 QO0776_PROJECTION: FLUSH
 QO0776_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0776+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 QO0776_ROD/PIPE-DEPTH: 23.8 meters
 QO0776
 QO0776  HISTORY     - Date     Condition        Report By
 QO0776  HISTORY     - 1974     MONUMENTED       MNHD
 QO0776  HISTORY     - 1975     GOOD             MNDT
 QO0776  HISTORY     - 20051012 GOOD             USPSQD
 QO0776  HISTORY     - 20070611 GOOD             MNDT
 QO0776
 QO0776                          STATION DESCRIPTION
 QO0776
 QO0776'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0776'2.15 MI N FROM FOREST LAKE.
 QO0776'THE MARK IS LOCATED 2.15 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0776'82801 (COUNTY ROAD 2 OVER FAI 35) AND 1.55 MILES NORTH ALONG FAI 35
 QO0776'FROM BRIDGE 82815 (SOUTHBOUND TRUNK HIGHWAY 8 OVER FAI 35).  IT IS
 QO0776'94.0 FEET EAST OF THE NORTHBOUND CENTERLINE OF FAI 35 AT MILEPOINT
 QO0776'133.9, 36 FEET SOUTH OF THE EXTENDED CENTER OF A TOWNSHIP ROAD (EAST),
 QO0776'32.0 FEET WEST OF POWER POLE NUMBER 6258, 6.0 FEET WEST-SOUTHWEST OF A
 QO0776'RIGHT-OF-WAY POST AND 4.0 FEET WEST OF RIGHT-OF-WAY FENCE AT CORNER
 QO0776'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT DISK IS
 QO0776'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 78 FOOT LONG COPPER-CLAD
 QO0776'STEEL ROD DRIVEN TO REFUSAL.  IT IS ABOUT 2 FEET LOWER THAN FAI 35 AND
 QO0776'IS 1.0 FOOT NORTH OF A STEEL WITNESS POST. NE 1/4 SECTION 31, T 33N, R
 QO0776'21W.
 QO0776
 QO0776                          STATION RECOVERY (2005)
 QO0776
 QO0776'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0776'RECOVERED IN GOOD CONDITION.
 QO0776
 QO0776                          STATION RECOVERY (2007)
 QO0776
 QO0776'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0776'2.15 MILES NORTH FROM FOREST LAKE, THE MARK IS LOCATED IN THE NORTH
 QO0776'END OF FOREST LAKE, GO 2.15 MILES NORTH OF COUNTY ROAD 2, AT
 QO0776'INTERSTATE HIGHWAY 35 MILEPOINT 133.9, 1.55 MILES NORTH OF SOUTH-BOUND
 QO0776'TRUNK HIGHWAY 8 BRIDGE OVER INTERSTATE 35, THE MARK IS 94 FEET EAST OF
 QO0776'NORTHBOUND INTERSTATE 35, 36 FEET SOUTH OF TOWNSHIP ROAD EAST
 QO0776'EXTENDED, 32 FEET WEST OF POWER POLE, 6 FEET WEST-SOUTHWEST OF RIGHT
 QO0776'OF WAY POST, 4 FEET WEST OF FENCE CORNER, 1 FEET NORTH OF WITNESS
 QO0776'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0777 ***********************************************************************
 QO0777  DESIGNATION -  1380 AD
 QO0777  PID         -  QO0777
 QO0777  STATE/COUNTY-  MN/CHISAGO
 QO0777  COUNTRY     -  US
 QO0777  USGS QUAD   -  LINWOOD (1993)
 QO0777
 QO0777                         *CURRENT SURVEY CONTROL
 QO0777  ______________________________________________________________________
 QO0777* NAD 83(1986) POSITION- 45 19 16.70   (N) 093 00 10.83   (W)   HD_HELD1  
 QO0777* NAVD 88 ORTHO HEIGHT -   275.248  (meters)     903.04  (feet) ADJUSTED  
 QO0777  ______________________________________________________________________
 QO0777  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 QO0777  DYNAMIC HEIGHT  -        275.242 (meters)      903.02  (feet) COMP
 QO0777  MODELED GRAVITY -    980,587.4   (mgal)                       NAVD 88
 QO0777
 QO0777  VERT ORDER      -  SECOND    CLASS I
 QO0777
 QO0777.The horizontal coordinates were established by differentially corrected
 QO0777.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0777.
 QO0777.The orthometric height was determined by differential leveling and
 QO0777.adjusted in June 1991.
 QO0777
 QO0777.Photographs are available for this station.
 QO0777
 QO0777.The dynamic height is computed by dividing the NAVD 88
 QO0777.geopotential number by the normal gravity value computed on the
 QO0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0777.degrees latitude (g = 980.6199 gals.).
 QO0777
 QO0777.The modeled gravity was interpolated from observed gravity values.
 QO0777
 QO0777;                    North         East    Units  Estimated Accuracy
 QO0777;SPC MN C     -   136,482.6     897,773.8     MT  (+/- 3 meters HH1 GPS) 
 QO0777
 QO0777                          SUPERSEDED SURVEY CONTROL
 QO0777
 QO0777  NGVD 29 (??/??/92)  275.205  (m)          902.90   (f) ADJ UNCH    2 1
 QO0777
 QO0777.Superseded values are not recommended for survey control.
 QO0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0777.See file dsdata.txt to determine how the superseded data were derived.
 QO0777
 QO0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9976418644(NAD 83)
 QO0777
 QO0777_MARKER: DV = VERTICAL CONTROL DISK
 QO0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0777_SP_SET: CONCRETE FOOTING
 QO0777_STAMPING: 1380 AD 1975
 QO0777_MARK LOGO: MNHD  
 QO0777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0777+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 QO0777
 QO0777  HISTORY     - Date     Condition        Report By
 QO0777  HISTORY     - 1975     MONUMENTED       MNHD
 QO0777  HISTORY     - 20051012 MARK NOT FOUND   USPSQD
 QO0777  HISTORY     - 20070611 GOOD             MNDT
 QO0777
 QO0777                          STATION DESCRIPTION
 QO0777
 QO0777'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0777'1.05 MI S FROM WYOMING.
 QO0777'THE MARK IS LOCATED 1.05 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0777'13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER FAI 35) AND 2.95 MILES
 QO0777'NORTH ALONG FAI 35 FROM BRIDGE NUMBER 82801 (COUNTY ROAD 2 OVER FAI
 QO0777'35) AT FOREST LAKE.  IT IS 60 FEET EAST OF THE CENTERLINE OF FAI 35
 QO0777'NORTHBOUND AT MILEPOINT 134.65.  THE MARK, A STANDARD MNHD VERTICAL
 QO0777'CONTROL MONUMENT (VCM) DISK, IS SET IN THE WEST SIDE OF THE EAST LEG
 QO0777'OF FAI 35 NORTHBOUND LAND SIGN WYOMING EXIT 1 MILE.  IT IS 3 FEET
 QO0777'LOWER THAN FAI 35 NORTHBOUND LANE.  NE 1/4 SECTION 30, T 33N,R 21W.
 QO0777
 QO0777                          STATION RECOVERY (2005)
 QO0777
 QO0777'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0777'MARK NOT FOUND. RAIL ROAD HAS BEEN REMOVED AREA IS NOW A BIKE/WALKING
 QO0777'PATH. SPSPS. JRD
 QO0777
 QO0777                          STATION RECOVERY (2007)
 QO0777
 QO0777'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0777'THE MARK IS LOCATED IN THE SOUTH END OF WYOMING, AT INTERSTATE 35
 QO0777'MILEPOINT 134.65, GO 1.05 MILES SOUTH ALONG INTERSTATE 35 FROM THE
 QO0777'JUCTION OF COUNTY ROAD 22 AND INTERSTATE 35 IN WYOMING, OR 2.95 MILES
 QO0777'NORTH ALONG INTERSTATE 35 FROM THE JUNCTION OF COUNTY ROAD 2 AND
 QO0777'INTERSTATE 35 IN FOREST LAKE, THE MARK IS 60 FEET EAST OF NORTHBOUND
 QO0777'INTERSTATE 35, IN WEST SIDE OF EAST LEG OF SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0095 ***********************************************************************
 QO0095  DESIGNATION -  1380 AE
 QO0095  PID         -  QO0095
 QO0095  STATE/COUNTY-  MN/CHISAGO
 QO0095  COUNTRY     -  US
 QO0095  USGS QUAD   -  FOREST LAKE (1993)
 QO0095
 QO0095                         *CURRENT SURVEY CONTROL
 QO0095  ______________________________________________________________________
 QO0095* NAD 83(1986) POSITION- 45 20 53.17   (N) 093 00 00.39   (W)   HD_HELD1  
 QO0095* NAVD 88 ORTHO HEIGHT -   274.167  (meters)     899.50  (feet) ADJUSTED  
 QO0095  ______________________________________________________________________
 QO0095  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 QO0095  DYNAMIC HEIGHT  -        274.160 (meters)      899.47  (feet) COMP
 QO0095  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 QO0095
 QO0095  VERT ORDER      -  SECOND    CLASS I
 QO0095
 QO0095.The horizontal coordinates were established by differentially corrected
 QO0095.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0095.
 QO0095.The orthometric height was determined by differential leveling and
 QO0095.adjusted in June 1991.
 QO0095
 QO0095.Photographs are available for this station.
 QO0095
 QO0095.The dynamic height is computed by dividing the NAVD 88
 QO0095.geopotential number by the normal gravity value computed on the
 QO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0095.degrees latitude (g = 980.6199 gals.).
 QO0095
 QO0095.The modeled gravity was interpolated from observed gravity values.
 QO0095
 QO0095;                    North         East    Units  Estimated Accuracy
 QO0095;SPC MN C     -   139,464.3     897,954.1     MT  (+/- 3 meters HH1 GPS) 
 QO0095
 QO0095                          SUPERSEDED SURVEY CONTROL
 QO0095
 QO0095  NGVD 29 (??/??/92)  274.120  (m)          899.34   (f) ADJ UNCH    2 1
 QO0095
 QO0095.Superseded values are not recommended for survey control.
 QO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0095.See file dsdata.txt to determine how the superseded data were derived.
 QO0095
 QO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9999121621(NAD 83)
 QO0095
 QO0095_MARKER: DV = VERTICAL CONTROL DISK
 QO0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0095_SP_SET: CONCRETE FOOTING
 QO0095_STAMPING: 1380 AE 1975
 QO0095_MARK LOGO: MNHD  
 QO0095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0095+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 QO0095
 QO0095  HISTORY     - Date     Condition        Report By
 QO0095  HISTORY     - 1975     MONUMENTED       MNHD
 QO0095  HISTORY     - 1975     GOOD             MNDT
 QO0095  HISTORY     - 20070611 GOOD             MNDT
 QO0095
 QO0095                          STATION DESCRIPTION
 QO0095
 QO0095'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0095'0.85 MI N FROM WYOMING.
 QO0095'THE MARK IS LOCATED 0.85 MILE NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0095'13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER FAI 35) AT WYOMING AND
 QO0095'3.55 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER 13802 (COUNTY ROAD 19
 QO0095'OVER FAI 35) AT STACY.  IT IS 50.7 FEET EAST OF AND ABOUT 3 FEET LOWER
 QO0095'THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 AT MILEPOINT
 QO0095'136.5.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM)
 QO0095'DISK, IS CEMENTED INTO THE WEST EDGE OF THE CONCRETE BASE OF THE WEST
 QO0095'LEG OF NORTHBOUND FAI 35 INFORMATIONAL SIGN STACY 3 - DULUTH 124. NE
 QO0095'1/4 SECTION 18, T 33N, R 21W.
 QO0095
 QO0095                          STATION RECOVERY (2007)
 QO0095
 QO0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0095'THE MARK IS LOCATED 0.9 MILES NORTH OF WYOMING. 0.85 MILES NORTH ALONG
 QO0095'INTERSTATE 35 FROM THE JUNCTION OF COUNTY ROAD 22 AND INTERSTATE 35 IN
 QO0095'WYOMING, OR 3.55 MILES SOUTH ALONG INTERSTATE 35 FROM THE JUNCTION OF
 QO0095'COUNTY ROAD 19 AND INTERSTATE 35 IN STACY, AT INTERSTATE HIGHWAY 35
 QO0095'MILEPOINT 136.5, 50.7 FEET EAST OF NORTHBOUND INTERSTATE 35, IN WEST
 QO0095'EDGE OF CONCRETE BASE OF WEST LEG OF NORTHBOUND INTERSTATE 35 SIGN
 QO0095'(STACY 3-DULUTH 124 MILES). NOT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0101 ***********************************************************************
 QO0101  DESIGNATION -  1380 AF
 QO0101  PID         -  QO0101
 QO0101  STATE/COUNTY-  MN/CHISAGO
 QO0101  COUNTRY     -  US
 QO0101  USGS QUAD   -  FOREST LAKE (1993)
 QO0101
 QO0101                         *CURRENT SURVEY CONTROL
 QO0101  ______________________________________________________________________
 QO0101* NAD 83(1986) POSITION- 45 22 03.95   (N) 092 59 41.59   (W)   HD_HELD1  
 QO0101* NAVD 88 ORTHO HEIGHT -   274.374  (meters)     900.18  (feet) ADJUSTED  
 QO0101  ______________________________________________________________________
 QO0101  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 QO0101  DYNAMIC HEIGHT  -        274.366 (meters)      900.15  (feet) COMP
 QO0101  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 QO0101
 QO0101  VERT ORDER      -  SECOND    CLASS I
 QO0101
 QO0101.The horizontal coordinates were established by differentially corrected
 QO0101.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0101.
 QO0101.The orthometric height was determined by differential leveling and
 QO0101.adjusted in June 1991.
 QO0101
 QO0101.Photographs are available for this station.
 QO0101
 QO0101.The dynamic height is computed by dividing the NAVD 88
 QO0101.geopotential number by the normal gravity value computed on the
 QO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0101.degrees latitude (g = 980.6199 gals.).
 QO0101
 QO0101.The modeled gravity was interpolated from observed gravity values.
 QO0101
 QO0101;                    North         East    Units  Estimated Accuracy
 QO0101;SPC MN C     -   141,655.7     898,328.7     MT  (+/- 3 meters HH1 GPS) 
 QO0101
 QO0101                          SUPERSEDED SURVEY CONTROL
 QO0101
 QO0101  NGVD 29 (??/??/92)  274.326  (m)          900.02   (f) ADJ UNCH    2 1
 QO0101
 QO0101.Superseded values are not recommended for survey control.
 QO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0101.See file dsdata.txt to determine how the superseded data were derived.
 QO0101
 QO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0040023805(NAD 83)
 QO0101
 QO0101_MARKER: DV = VERTICAL CONTROL DISK
 QO0101_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0101_STAMPING: 1380 AF 1975
 QO0101_MARK LOGO: MNHD  
 QO0101_PROJECTION: FLUSH
 QO0101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0101+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 QO0101_ROD/PIPE-DEPTH:  9.4 meters
 QO0101
 QO0101  HISTORY     - Date     Condition        Report By
 QO0101  HISTORY     - 1975     MONUMENTED       MNHD
 QO0101  HISTORY     - 20070611 GOOD             MNDT
 QO0101
 QO0101                          STATION DESCRIPTION
 QO0101
 QO0101'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0101'2.1 MI S FROM STACY.
 QO0101'THE MARK IS LOCATED 2.1 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0101'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY, AND 2.3 MILE NORTH ALONG
 QO0101'FAI 35 FROM BRIDGE NUMBER 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22
 QO0101'OVER FAI 35) AT WYOMING.  IT IS 90.0 FEET EAST OF AND ABOUT LEVEL WITH
 QO0101'THE CENTERLINE OF THE NORTH-BOUND LANE OF FAI 35, 460 FEET SOUTH OF
 QO0101'FAI 35 MILEPOST 138, 57.0 FEET WEST OF RIGHT-OF-WAY FENCE (FAI 35 AND
 QO0101'BURLINGTON NORTHERN RAILROAD), 78.4 FEET WEST OF A TELEGRAPH POLE,
 QO0101'30.5 FEET WEST OF A 24 INCH OAK TREE AND 7.5 FEET NORTH OF AN 8 INCH
 QO0101'NORWAY PINE TREE.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 QO0101'(VCM) DISK IS CRIMPED TO THE TOP OF A 31 FOOT LONG COPPER-CLAD STEEL
 QO0101'ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QO0101'IS 1.0 FOOT WEST OF A STEEL WITNESS POST. NW 1/4 SECTION 8, T 33N, R
 QO0101'21W.
 QO0101
 QO0101                          STATION RECOVERY (2007)
 QO0101
 QO0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0101'2.1 MILES SOUTH OF STACY, 2.1 MILES SOUTH OF JUNCTION OF INTERSTATE
 QO0101'HIGHWAY 35 AND COUNTY ROAD 19, 2.3 MILES NORTH OF JUNCTION OF
 QO0101'INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 61-COUNTY ROAD 22, 90 FEET
 QO0101'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 460 FEET SOUTH OF MILEPOST
 QO0101'138, 57 FEET WEST OF RIGHT OF WAY FENCE, 5.0 FEET EAST OF 6 FEET TREE,
 QO0101'1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0106 ***********************************************************************
 QO0106  DESIGNATION -  1380 AH
 QO0106  PID         -  QO0106
 QO0106  STATE/COUNTY-  MN/CHISAGO
 QO0106  COUNTRY     -  US
 QO0106  USGS QUAD   -  STACY (1974)
 QO0106
 QO0106                         *CURRENT SURVEY CONTROL
 QO0106  ______________________________________________________________________
 QO0106* NAD 83(1986) POSITION- 45 24 33.0    (N) 092 59 28.0    (W)   HD_HELD2  
 QO0106* NAVD 88 ORTHO HEIGHT -   276.029  (meters)     905.61  (feet) ADJUSTED  
 QO0106  ______________________________________________________________________
 QO0106  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 QO0106  DYNAMIC HEIGHT  -        276.019 (meters)      905.57  (feet) COMP
 QO0106  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 QO0106
 QO0106  VERT ORDER      -  SECOND    CLASS I
 QO0106
 QO0106.The horizontal coordinates were established by autonomous hand held GPS
 QO0106.observations and have an estimated accuracy of +/- 10 meters.
 QO0106.
 QO0106.The orthometric height was determined by differential leveling and
 QO0106.adjusted in June 1991.
 QO0106
 QO0106.Photographs are available for this station.
 QO0106
 QO0106.The dynamic height is computed by dividing the NAVD 88
 QO0106.geopotential number by the normal gravity value computed on the
 QO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0106.degrees latitude (g = 980.6199 gals.).
 QO0106
 QO0106.The modeled gravity was interpolated from observed gravity values.
 QO0106
 QO0106;                    North         East    Units  Estimated Accuracy
 QO0106;SPC MN C     -   146,262.      898,551.      MT  (+/- 10 meters HH2 GPS)
 QO0106
 QO0106                          SUPERSEDED SURVEY CONTROL
 QO0106
 QO0106  NGVD 29 (??/??/92)  275.975  (m)          905.43   (f) ADJ UNCH    2 1
 QO0106
 QO0106.Superseded values are not recommended for survey control.
 QO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0106.See file dsdata.txt to determine how the superseded data were derived.
 QO0106
 QO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069528405(NAD 83)
 QO0106
 QO0106_MARKER: DV = VERTICAL CONTROL DISK
 QO0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0106_SP_SET: CONCRETE FOOTING
 QO0106_STAMPING: 1380 AH 1975
 QO0106_MARK LOGO: MNHD  
 QO0106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0106+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0106
 QO0106  HISTORY     - Date     Condition        Report By
 QO0106  HISTORY     - 1975     MONUMENTED       MNHD
 QO0106  HISTORY     - 20070612 GOOD             MNDT
 QO0106
 QO0106                          STATION DESCRIPTION
 QO0106
 QO0106'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0106'0.9 MI N FROM STACY.
 QO0106'THE MARK IS LOCATED 0.9 MILE NORTH ALONG FAI 95 FROM BRIDGE NUMBER
 QO0106'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 7.2 MILES SOUTH ALONG
 QO0106'FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY 95 OVER FAI 35) AT
 QO0106'NORTH BRANCH.  IT IS 60.2 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE
 QO0106'CENTERLINE OF THE NORTH-BOUND LANE OF FAI 35 AT MILEPOINT 140.85. THE
 QO0106'MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT DISK, IS CEMENTED INTO
 QO0106'THE WEST EDGE OF THE CONCRETE BASE OF THE EAST LEG OF NORTH-BOUND
 QO0106'INFORMATIONAL SIGN MINN 95 7 - PINE CITY 29 - DULUTH 120. NW 1/4
 QO0106'SECTION 29, T 34N, R 21W.
 QO0106
 QO0106                          STATION RECOVERY (2007)
 QO0106
 QO0106'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0106'0.9 MILES NORTH FROM STACY, 0.9 MILES NORTH OF COUNTY ROAD 19 AT
 QO0106'STACY, AT INTERSTATE HIGHWAY 35 MILEPOINT 140.85, 7.2 MILES SOUTH OF
 QO0106'TRUNK HIGHWAY 95 AT NORTH BRANCH, 60.2 FEET EAST OF NORTHBOUND
 QO0106'INTERSTATE HIGHWAY 35, IN WEST EDGE OF EAST LEG OF HIGHWAY SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0108 ***********************************************************************
 QO0108  DESIGNATION -  1380 AK
 QO0108  PID         -  QO0108
 QO0108  STATE/COUNTY-  MN/CHISAGO
 QO0108  COUNTRY     -  US
 QO0108  USGS QUAD   -  STACY (1974)
 QO0108
 QO0108                         *CURRENT SURVEY CONTROL
 QO0108  ______________________________________________________________________
 QO0108* NAD 83(1986) POSITION- 45 25 58.25   (N) 092 59 22.12   (W)   HD_HELD1  
 QO0108* NAVD 88 ORTHO HEIGHT -   276.079  (meters)     905.77  (feet) ADJUSTED  
 QO0108  ______________________________________________________________________
 QO0108  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 QO0108  DYNAMIC HEIGHT  -        276.068 (meters)      905.73  (feet) COMP
 QO0108  MODELED GRAVITY -    980,568.9   (mgal)                       NAVD 88
 QO0108
 QO0108  VERT ORDER      -  SECOND    CLASS I
 QO0108
 QO0108.The horizontal coordinates were established by differentially corrected
 QO0108.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0108.
 QO0108.The orthometric height was determined by differential leveling and
 QO0108.adjusted in June 1991.
 QO0108
 QO0108.Photographs are available for this station.
 QO0108
 QO0108.The dynamic height is computed by dividing the NAVD 88
 QO0108.geopotential number by the normal gravity value computed on the
 QO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0108.degrees latitude (g = 980.6199 gals.).
 QO0108
 QO0108.The modeled gravity was interpolated from observed gravity values.
 QO0108
 QO0108;                    North         East    Units  Estimated Accuracy
 QO0108;SPC MN C     -   148,895.3     898,637.3     MT  (+/- 3 meters HH1 GPS) 
 QO0108
 QO0108                          SUPERSEDED SURVEY CONTROL
 QO0108
 QO0108  NGVD 29 (??/??/92)  276.022  (m)          905.58   (f) ADJ UNCH    2 1
 QO0108
 QO0108.Superseded values are not recommended for survey control.
 QO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0108.See file dsdata.txt to determine how the superseded data were derived.
 QO0108
 QO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0082331036(NAD 83)
 QO0108
 QO0108_MARKER: DV = VERTICAL CONTROL DISK
 QO0108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0108_STAMPING: 1380 AK 1975
 QO0108_MARK LOGO: MNHD  
 QO0108_PROJECTION: FLUSH
 QO0108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0108+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0108_ROD/PIPE-DEPTH: 12.2 meters
 QO0108
 QO0108  HISTORY     - Date     Condition        Report By
 QO0108  HISTORY     - 1975     MONUMENTED       MNHD
 QO0108  HISTORY     - 20070612 GOOD             MNDT
 QO0108
 QO0108                          STATION DESCRIPTION
 QO0108
 QO0108'DESCRIBED BY MN HIGHWAY DEPT 1975
 QO0108'2.6 MI N FROM STACY.
 QO0108'THE MARK IS LOCATED 2.6 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0108'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 5.4 MILES SOUTH ALONG
 QO0108'FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY 95 OVER FAI 35) AT
 QO0108'NORTH BRANCH.  IT IS 97.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE
 QO0108'CENTERLINE OF THE NORTH-BOUND LANE OF FAI 35 AT MILEPOINT 142.5, 95.3
 QO0108'FEET NORTHEAST OF THE EAST END OF A 24 INCH CONCRETE CULVERT UNDER THE
 QO0108'NORTHBOUND LANE, 10.3 FEET SOUTH-SOUTHWEST OF A 24 INCH OAK TREE AT
 QO0108'THE SOUTHWEST CORNER OF THE WOODS, 41.4 FEET SOUTH OF A RIGHT-OF-WAY
 QO0108'POST, 1.2 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 50 FEET NORTH
 QO0108'OF THE NORTH END OF A CULTIVATED FIELD.  THE MARK, A STANDARD MNHD
 QO0108'VERTICAL CONTROL MONUMENT (VCM) DISK, IS CRIMPED TO THE TOP OF A 40
 QO0108'FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH
 QO0108'THE SURFACE OF THE GROUND AND IS 1.0 FOOT WEST OF A STEEL WITNESS
 QO0108'POST.  SW 1/4 SECTION 18, T 34N, R 21W.
 QO0108
 QO0108                          STATION RECOVERY (2007)
 QO0108
 QO0108'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0108'2.6 MILES NORTH FORM STACY, 2.6 MILES NORTH OF COUNTY ROAD 19 AT
 QO0108'STACY, AT INTERSTATE HIGHWAY 35 MILEPOINT 142.5, 5.4 MILES SOUTH OF
 QO0108'TRUNK HIGHWAY 95 AT NORTH BRANCH, 97.5 FEET EAST OF NORTHBOUND
 QO0108'INTERSTATE HIGHWAY 35, 95.3 FEET NORTHEAST OF CULVERT, 41.4 FEET SOUTH
 QO0108'OF RIGHT OF WAY POST, 1.2 FEET WEST OF FENCE, 50 FEET NORTH OF EDGE OF
 QO0108'FIELD, 1.0 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0110 ***********************************************************************
 QO0110  DESIGNATION -  1380 AL
 QO0110  PID         -  QO0110
 QO0110  STATE/COUNTY-  MN/CHISAGO
 QO0110  COUNTRY     -  US
 QO0110  USGS QUAD   -  STACY (1974)
 QO0110
 QO0110                         *CURRENT SURVEY CONTROL
 QO0110  ______________________________________________________________________
 QO0110* NAD 83(1986) POSITION- 45 27 48.65   (N) 092 59 43.40   (W)   HD_HELD1  
 QO0110* NAVD 88 ORTHO HEIGHT -   276.778  (meters)     908.06  (feet) ADJUSTED  
 QO0110  ______________________________________________________________________
 QO0110  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 QO0110  DYNAMIC HEIGHT  -        276.765 (meters)      908.02  (feet) COMP
 QO0110  MODELED GRAVITY -    980,564.8   (mgal)                       NAVD 88
 QO0110
 QO0110  VERT ORDER      -  SECOND    CLASS I
 QO0110
 QO0110.The horizontal coordinates were established by differentially corrected
 QO0110.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0110.
 QO0110.The orthometric height was determined by differential leveling and
 QO0110.adjusted in June 1991.
 QO0110
 QO0110.Photographs are available for this station.
 QO0110
 QO0110.The dynamic height is computed by dividing the NAVD 88
 QO0110.geopotential number by the normal gravity value computed on the
 QO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0110.degrees latitude (g = 980.6199 gals.).
 QO0110
 QO0110.The modeled gravity was interpolated from observed gravity values.
 QO0110
 QO0110;                    North         East    Units  Estimated Accuracy
 QO0110;SPC MN C     -   152,295.9     898,120.8     MT  (+/- 3 meters HH1 GPS) 
 QO0110
 QO0110                          SUPERSEDED SURVEY CONTROL
 QO0110
 QO0110  NGVD 29 (??/??/92)  276.716  (m)          907.86   (f) ADJ UNCH    2 1
 QO0110
 QO0110.Superseded values are not recommended for survey control.
 QO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0110.See file dsdata.txt to determine how the superseded data were derived.
 QO0110
 QO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0036034443(NAD 83)
 QO0110
 QO0110_MARKER: DV = VERTICAL CONTROL DISK
 QO0110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0110_STAMPING: 1380 AL 1975
 QO0110_MARK LOGO: MNHD  
 QO0110_PROJECTION: FLUSH
 QO0110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0110+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0110_ROD/PIPE-DEPTH: 14.6 meters
 QO0110
 QO0110  HISTORY     - Date     Condition        Report By
 QO0110  HISTORY     - 1975     MONUMENTED       MNHD
 QO0110  HISTORY     - 1976     GOOD             MNDT
 QO0110  HISTORY     - 20070612 GOOD             MNDT
 QO0110
 QO0110                          STATION DESCRIPTION
 QO0110
 QO0110'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0110'3.6 MI S FROM NORTH BRANCH.
 QO0110'THE MARK IS LOCATED 4.7 MILES NORTH ALONG FAI 35 FROM BRIDGE NO. 13802
 QO0110'(COUNTY ROAD 19 OVER FAI 35) AT STACY AND 3.6 MILES SOUTH ALONG FAI 35
 QO0110'FROM BRIDGE NO. 13804 (T.H. 95 OVER FAI 35) AT NORTH BRANCH. IT IS
 QO0110'96.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF FAI
 QO0110'35 NORTHBOUND AT MILEPOINT 144.65, 2.2 FEET EAST OF THE RIGHT OF WAY
 QO0110'FENCE, 12.3 FEET NORTHWEST OF A TRIPLE 8 INCH OAK WHICH IS AT THE
 QO0110'SOUTHWEST CORNER OF A CULTIVATED FIELD, AND 117.3 FEET SOUTH OF A
 QO0110'RIGHT OF WAY MARKER POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0110'MONUMENT DISK (VCM) CRIMPED TO THE TOP OF A 48 FOOT LONG COPPER CLAD
 QO0110'STEEL ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0110'GROUND.  NW SECTION 5, T 34N, R 21W.
 QO0110
 QO0110                          STATION RECOVERY (2007)
 QO0110
 QO0110'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0110'3.6 MILES SOUTH FRON NORTH BRANCH, 3.6 MILES SOUTH OF TRUNK HIGHWAY 95
 QO0110'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 144.65, 4.7 MILES
 QO0110'NORTH OF COUNTY ROAD 19 AT STACY, 96.5 FEET EAST OF NORTHBOUND
 QO0110'INTERSTATE HIGHWAY 35, 2.2 FEET EAST OF RIGHT OF WAY FENCE, 117.3 FEET
 QO0110'SOUTH OF RIGHT OF WAY POST, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0112 ***********************************************************************
 QO0112  DESIGNATION -  1380 AM
 QO0112  PID         -  QO0112
 QO0112  STATE/COUNTY-  MN/CHISAGO
 QO0112  COUNTRY     -  US
 QO0112  USGS QUAD   -  STACY (1974)
 QO0112
 QO0112                         *CURRENT SURVEY CONTROL
 QO0112  ______________________________________________________________________
 QO0112* NAD 83(1986) POSITION- 45 28 43.35   (N) 092 59 45.66   (W)   HD_HELD1  
 QO0112* NAVD 88 ORTHO HEIGHT -   275.101  (meters)     902.56  (feet) ADJUSTED  
 QO0112  ______________________________________________________________________
 QO0112  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 QO0112  DYNAMIC HEIGHT  -        275.088 (meters)      902.52  (feet) COMP
 QO0112  MODELED GRAVITY -    980,565.1   (mgal)                       NAVD 88
 QO0112
 QO0112  VERT ORDER      -  SECOND    CLASS I
 QO0112
 QO0112.The horizontal coordinates were established by differentially corrected
 QO0112.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0112.
 QO0112.The orthometric height was determined by differential leveling and
 QO0112.adjusted in June 1991.
 QO0112
 QO0112.Photographs are available for this station.
 QO0112
 QO0112.The dynamic height is computed by dividing the NAVD 88
 QO0112.geopotential number by the normal gravity value computed on the
 QO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0112.degrees latitude (g = 980.6199 gals.).
 QO0112
 QO0112.The modeled gravity was interpolated from observed gravity values.
 QO0112
 QO0112;                    North         East    Units  Estimated Accuracy
 QO0112;SPC MN C     -   153,983.7     898,045.0     MT  (+/- 3 meters HH1 GPS) 
 QO0112
 QO0112                          SUPERSEDED SURVEY CONTROL
 QO0112
 QO0112  NGVD 29 (??/??/92)  275.038  (m)          902.35   (f) ADJ UNCH    2 1
 QO0112
 QO0112.Superseded values are not recommended for survey control.
 QO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0112.See file dsdata.txt to determine how the superseded data were derived.
 QO0112
 QO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0031136131(NAD 83)
 QO0112
 QO0112_MARKER: DV = VERTICAL CONTROL DISK
 QO0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0112_STAMPING: 1380 AM 1975
 QO0112_MARK LOGO: MNHD  
 QO0112_PROJECTION: RECESSED 5 CENTIMETERS
 QO0112_MAGNETIC: I = MARKER IS A STEEL ROD
 QO0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0112+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0112_ROD/PIPE-DEPTH: 15.8 meters
 QO0112
 QO0112  HISTORY     - Date     Condition        Report By
 QO0112  HISTORY     - 1975     MONUMENTED       MNHD
 QO0112  HISTORY     - 1976     GOOD             MNDT
 QO0112  HISTORY     - 20060103 GOOD             MNDT
 QO0112  HISTORY     - 20070612 GOOD             MNDT
 QO0112
 QO0112                          STATION DESCRIPTION
 QO0112
 QO0112'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0112'2.4 MI S FROM NORTH BRANCH.
 QO0112'THE MARK IS LOCATED 2.4 MILES SOUTH ALONG FAI 35 FROM BRIDGE NO. 13804
 QO0112'(T.H. 95 OVER FAI 35) AT NORTH BRANCH AND 5.8 MILES NORTH ALONG FAI 35
 QO0112'FROM BRIDGE NO. 13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY. IT IS
 QO0112'97.0 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI 35
 QO0112'NORTHBOUND AT MILEPOINT 145.7, 2 FEET WEST OF THE RIGHT OF WAY FENCE
 QO0112'AT A T FENCE EAST, 191 FEET SOUTH-SOUTHEAST OF THE EAST END OF A 24
 QO0112'INCH CONCRETE PIPE UNDER FAI 35 AT A DRAINAGE DITCH, AND 10.0 FEET
 QO0112'WEST-NORTHWEST OF THE NORTHWEST LEG OF A BILLBOARD WHICH READS SHELL
 QO0112'NORTH BRANCH EXIT.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0112'MONUMENT (VCM) DISK, CRIMPED TO THE TOP OF A 52 FOOT LONG COPPER CLAD
 QO0112'STEEL ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0112'GROUND.  NW 1/4 SECTION 32, T 35N, R 21W.
 QO0112
 QO0112                          STATION RECOVERY (2006)
 QO0112
 QO0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QO0112'RECOVERED AS DESCRIBED.
 QO0112
 QO0112                          STATION RECOVERY (2007)
 QO0112
 QO0112'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0112'2.4 MILES SOUTH FROM NORTH BRANCH, 2.4 MILES SOUTH OF TRUNK HIGHWAY 95
 QO0112'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 145.7, 5.8 MILES
 QO0112'NORTH OF COUNTY ROAD 19 AT STACY, 97 FEET EAST OF NORTHBOUND
 QO0112'INTERSTATE HIGHWAY 35, 2 FEET WEST OF RIGHT OF WAY FENCE, AT TEE-FENCE
 QO0112'EAST, 191 FEET SOUTH-SOUTHEAST OF DRAINAGE PIPE, 1 FEET WEST OF
 QO0112'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3889 ***********************************************************************
 DK3889  DESIGNATION -  1380 AN RESET
 DK3889  PID         -  DK3889
 DK3889  STATE/COUNTY-  MN/CHISAGO
 DK3889  COUNTRY     -  US
 DK3889  USGS QUAD   -  STACY (1974)
 DK3889
 DK3889                         *CURRENT SURVEY CONTROL
 DK3889  ______________________________________________________________________
 DK3889* NAD 83(1986) POSITION- 45 29 17.61   (N) 092 59 47.28   (W)   HD_HELD1  
 DK3889* NAVD 88 ORTHO HEIGHT -   275.558  (meters)     904.06  (feet) ADJUSTED  
 DK3889  ______________________________________________________________________
 DK3889  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 DK3889  DYNAMIC HEIGHT  -        275.545 (meters)      904.02  (feet) COMP
 DK3889  MODELED GRAVITY -    980,565.1   (mgal)                       NAVD 88
 DK3889
 DK3889  VERT ORDER      -  SECOND    CLASS I
 DK3889
 DK3889.The horizontal coordinates were established by differentially corrected
 DK3889.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3889.
 DK3889.The orthometric height was determined by differential leveling and
 DK3889.adjusted in October 2008.
 DK3889
 DK3889.The dynamic height is computed by dividing the NAVD 88
 DK3889.geopotential number by the normal gravity value computed on the
 DK3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3889.degrees latitude (g = 980.6199 gals.).
 DK3889
 DK3889.The modeled gravity was interpolated from observed gravity values.
 DK3889
 DK3889;                    North         East    Units  Estimated Accuracy
 DK3889;SPC MN C     -   155,040.8     897,993.0     MT  (+/- 3 meters HH1 GPS) 
 DK3889
 DK3889                          SUPERSEDED SURVEY CONTROL
 DK3889
 DK3889.No superseded survey control is available for this station.
 DK3889
 DK3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0027637188(NAD 83)
 DK3889
 DK3889_MARKER: DV = VERTICAL CONTROL DISK
 DK3889_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK3889_SP_SET: SIGN BASE
 DK3889_STAMPING: 1380 AN RESET 1987
 DK3889_MARK LOGO: MNHD  
 DK3889_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3889+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DK3889
 DK3889  HISTORY     - Date     Condition        Report By
 DK3889  HISTORY     - 1987     MONUMENTED       MNDT
 DK3889
 DK3889                          STATION DESCRIPTION
 DK3889
 DK3889'DESCRIBED BY MN DEPT OF TRANSP 1987
 DK3889'1.8 MI (2.9 KM) SOUTH FROM NORTH BRANCH, 1.8 MI (2.9 KM) SOUTH OF
 DK3889'TRUNK HIGHWAY 95 AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILE POINT
 DK3889'146.4, 6.4 MI (10.3 KM) NORTH OF COUNTY ROAD 19 AT STACY, 51.5 FT
 DK3889'(15.7 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, IN WEST SIDE OF
 DK3889'WEST LEG OF HIGHWAY SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0114 ***********************************************************************
 QO0114  DESIGNATION -  1380 AP
 QO0114  PID         -  QO0114
 QO0114  STATE/COUNTY-  MN/CHISAGO
 QO0114  COUNTRY     -  US
 QO0114  USGS QUAD   -  STACY (1974)
 QO0114
 QO0114                         *CURRENT SURVEY CONTROL
 QO0114  ______________________________________________________________________
 QO0114* NAD 83(1986) POSITION- 45 29 49.85   (N) 092 59 42.18   (W)   HD_HELD1  
 QO0114* NAVD 88 ORTHO HEIGHT -   275.810  (meters)     904.89  (feet) ADJUSTED  
 QO0114  ______________________________________________________________________
 QO0114  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 QO0114  DYNAMIC HEIGHT  -        275.799 (meters)      904.85  (feet) COMP
 QO0114  MODELED GRAVITY -    980,567.0   (mgal)                       NAVD 88
 QO0114
 QO0114  VERT ORDER      -  SECOND    CLASS I
 QO0114
 QO0114.The horizontal coordinates were established by differentially corrected
 QO0114.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0114.
 QO0114.The orthometric height was determined by differential leveling and
 QO0114.adjusted in October 2008.
 QO0114
 QO0114.Photographs are available for this station.
 QO0114
 QO0114.The dynamic height is computed by dividing the NAVD 88
 QO0114.geopotential number by the normal gravity value computed on the
 QO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0114.degrees latitude (g = 980.6199 gals.).
 QO0114
 QO0114.The modeled gravity was interpolated from observed gravity values.
 QO0114
 QO0114;                    North         East    Units  Estimated Accuracy
 QO0114;SPC MN C     -   156,037.8     898,088.0     MT  (+/- 3 meters HH1 GPS) 
 QO0114
 QO0114                          SUPERSEDED SURVEY CONTROL
 QO0114
 QO0114  NAVD 88 (06/15/91)  275.816  (m)          904.91   (f) SUPERSEDED  2 1
 QO0114  NGVD 29 (??/??/92)  275.752  (m)          904.70   (f) ADJ UNCH    2 1
 QO0114
 QO0114.Superseded values are not recommended for survey control.
 QO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0114.See file dsdata.txt to determine how the superseded data were derived.
 QO0114
 QO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0038638183(NAD 83)
 QO0114
 QO0114_MARKER: DV = VERTICAL CONTROL DISK
 QO0114_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0114_SP_SET: SIGN BASE
 QO0114_STAMPING: 1380 AP 1975
 QO0114_MARK LOGO: MNHD  
 QO0114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0114+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0114
 QO0114  HISTORY     - Date     Condition        Report By
 QO0114  HISTORY     - 1975     MONUMENTED       MNHD
 QO0114  HISTORY     - 1976     GOOD             MNDT
 QO0114  HISTORY     - 20051103 GOOD             MNDT
 QO0114  HISTORY     - 20070612 GOOD             MNDT
 QO0114
 QO0114                          STATION DESCRIPTION
 QO0114
 QO0114'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0114'1 MI S FROM NORTH BRANCH.
 QO0114'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0114'OVER FAI 35 AT NORTH BRANCH.  THE MARK, A STANDARD MNHD VERTICAL
 QO0114'CONTROL MONUMENT (VCM) DISK CEMENTED IN THE CONCRETE BASE OF THE EAST
 QO0114'LEG OF A HIGHWAY INFORMATION SIGN WHICH READS STACY 7 TWIN CITIES 46,
 QO0114'IS 51.5 FEET WEST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI
 QO0114'35 SOUTHBOUND AND 91.4 FEET SOUTH-SOUTHWEST OF MILEPOST 147. NW 1/4
 QO0114'SECTION 29, T 35N, R 21W.
 QO0114
 QO0114                          STATION RECOVERY (2005)
 QO0114
 QO0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 QO0114'RECOVERED AS DESCRIBED.
 QO0114
 QO0114                          STATION RECOVERY (2007)
 QO0114
 QO0114'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0114'1.0 MILES SOUTH FROM NORTH BRANCH, 1.0 MILES SOUTH OF TRUNK HIGHWAY 95
 QO0114'AT NORTH BRANCH, IN EAST LEG OF BASE OF HIGHWAY SIGN, 51.5 FEET WEST
 QO0114'OF SOUTH-BOUND INTERSTATE HIGHWAY 35, 91.4 FEET SOUTH-SOUTHWEST OF
 QO0114'MILEPOST 147.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0362 ***********************************************************************
 QO0362  DESIGNATION -  1380 AQ
 QO0362  PID         -  QO0362
 QO0362  STATE/COUNTY-  MN/CHISAGO
 QO0362  COUNTRY     -  US
 QO0362  USGS QUAD   -  NORTH BRANCH (1983)
 QO0362
 QO0362                         *CURRENT SURVEY CONTROL
 QO0362  ______________________________________________________________________
 QO0362* NAD 83(1986) POSITION- 45 31 27.66   (N) 092 59 27.87   (W)   HD_HELD1  
 QO0362* NAVD 88 ORTHO HEIGHT -   279.602  (meters)     917.33  (feet) ADJUSTED  
 QO0362  ______________________________________________________________________
 QO0362  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 QO0362  DYNAMIC HEIGHT  -        279.593 (meters)      917.30  (feet) COMP
 QO0362  MODELED GRAVITY -    980,575.0   (mgal)                       NAVD 88
 QO0362
 QO0362  VERT ORDER      -  SECOND    CLASS I
 QO0362
 QO0362.The horizontal coordinates were established by differentially corrected
 QO0362.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0362.
 QO0362.The orthometric height was determined by differential leveling and
 QO0362.adjusted in June 1991.
 QO0362
 QO0362.Photographs are available for this station.
 QO0362
 QO0362.The dynamic height is computed by dividing the NAVD 88
 QO0362.geopotential number by the normal gravity value computed on the
 QO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0362.degrees latitude (g = 980.6199 gals.).
 QO0362
 QO0362.The modeled gravity was interpolated from observed gravity values.
 QO0362
 QO0362;                    North         East    Units  Estimated Accuracy
 QO0362;SPC MN C     -   159,062.0     898,350.7     MT  (+/- 3 meters HH1 GPS) 
 QO0362
 QO0362                          SUPERSEDED SURVEY CONTROL
 QO0362
 QO0362  NGVD 29 (??/??/92)  279.538  (m)          917.12   (f) ADJ UNCH    2 1
 QO0362
 QO0362.Superseded values are not recommended for survey control.
 QO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0362.See file dsdata.txt to determine how the superseded data were derived.
 QO0362
 QO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069641201(NAD 83)
 QO0362
 QO0362_MARKER: DV = VERTICAL CONTROL DISK
 QO0362_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0362_SP_SET: FOOTING
 QO0362_STAMPING: 1380 AQ 1975
 QO0362_MARK LOGO: MNHD  
 QO0362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0362+STABILITY: SURFACE MOTION
 QO0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0362+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0362
 QO0362  HISTORY     - Date     Condition        Report By
 QO0362  HISTORY     - 1975     MONUMENTED       MNHD
 QO0362  HISTORY     - 1976     GOOD             MNDT
 QO0362  HISTORY     - 20070613 GOOD             MNDT
 QO0362  HISTORY     - 20090303 GOOD             MNDT
 QO0362
 QO0362                          STATION DESCRIPTION
 QO0362
 QO0362'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0362'1.4 MI N FROM NORTH BRANCH.
 QO0362'THE MARK IS LOCATED 1.4 MILES NORTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0362'OVER FAI 35 AT NORTH BRANCH, AND 3.8 MILES SOUTH ALONG FAI 35 FROM THE
 QO0362'COUNTY ROAD 10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS.  THE MARK, A
 QO0362'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED IN A DRILL
 QO0362'HOLE ON THE WEST EDGE OF THE CONCRETE BASE OF THE WEST LEG OF A
 QO0362'HIGHWAY INFORMATION SIGN WHICH READS HARRIS 3 PINE CITY 21 DULUTH 112,
 QO0362'IS 51.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI
 QO0362'35 NORTHBOUND AT MILEPOINT 148.9.  NE1/4SECTION 17, T 35N, R 21W.
 QO0362
 QO0362                          STATION RECOVERY (2007)
 QO0362
 QO0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0362'1.4 MILES NORTH FROM NORTH BRANCH, 1.4 MILES NORTH OF TRUNK HIGHWAY 95
 QO0362'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 148.9, 3.8 MILES
 QO0362'SOUTH OF COUNTY ROAD 10 AT HARRIS, IN WEST EDGE OF BASE OF LEG WEST OF
 QO0362'HIGHWAY SIGN, 51.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
 QO0362
 QO0362                          STATION RECOVERY (2009)
 QO0362
 QO0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5414 ***********************************************************************
 DM5414  DESIGNATION -  1380 AQ 1 RESET
 DM5414  PID         -  DM5414
 DM5414  STATE/COUNTY-  MN/CHISAGO
 DM5414  COUNTRY     -  US
 DM5414  USGS QUAD   -  NORTH BRANCH (1983)
 DM5414
 DM5414                         *CURRENT SURVEY CONTROL
 DM5414  ______________________________________________________________________
 DM5414* NAD 83(1986) POSITION- 45 31 47.37   (N) 092 59 28.18   (W)   HD_HELD1  
 DM5414* NAVD 88 ORTHO HEIGHT -   280.009  (meters)     918.66  (feet) ADJUSTED  
 DM5414  ______________________________________________________________________
 DM5414  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DM5414  DYNAMIC HEIGHT  -        279.999 (meters)      918.63  (feet) COMP
 DM5414  MODELED GRAVITY -    980,574.4   (mgal)                       NAVD 88
 DM5414
 DM5414  VERT ORDER      -  SECOND    CLASS I
 DM5414
 DM5414.The horizontal coordinates were established by differentially corrected
 DM5414.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5414.
 DM5414.The orthometric height was determined by differential leveling and
 DM5414.adjusted in July 2011.
 DM5414
 DM5414.Photographs are available for this station.
 DM5414
 DM5414.The dynamic height is computed by dividing the NAVD 88
 DM5414.geopotential number by the normal gravity value computed on the
 DM5414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5414.degrees latitude (g = 980.6199 gals.).
 DM5414
 DM5414.The modeled gravity was interpolated from observed gravity values.
 DM5414
 DM5414;                    North         East    Units  Estimated Accuracy
 DM5414;SPC MN C     -   159,670.4     898,334.3     MT  (+/- 3 meters HH1 GPS) 
 DM5414
 DM5414                          SUPERSEDED SURVEY CONTROL
 DM5414
 DM5414.No superseded survey control is available for this station.
 DM5414
 DM5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069041810(NAD 83)
 DM5414
 DM5414_MARKER: DV = VERTICAL CONTROL DISK
 DM5414_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5414_SP_SET: SIGN BASE
 DM5414_STAMPING: 1380 AQ 1 RESET 1987
 DM5414_MARK LOGO: MNDT  
 DM5414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5414+STABILITY: SURFACE MOTION
 DM5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5414+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DM5414
 DM5414  HISTORY     - Date     Condition        Report By
 DM5414  HISTORY     - 1987     MONUMENTED       MNDT
 DM5414
 DM5414                          STATION DESCRIPTION
 DM5414
 DM5414'DESCRIBED BY MN DEPT OF TRANSP 1987 (MAS)
 DM5414'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHEAST OF STARK AND 1.4
 DM5414'MI (2.3 KM) NORTH-NORTHWEST OF NORTH BRANCH.
 DM5414' 
 DM5414'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE
 DM5414'35 IN NORTH BRANCH, GO 1.35 NORTH ALONG I35 OR 3.5 MI (5.6 KM) SOUTH
 DM5414'ALONG I35 FROM THE JUNCTION OF TRUNK HIGHWAY 35 AND COUNTY ROAD 10 IN
 DM5414'HARRIS TO I35 MILE POINT 149.2.
 DM5414' 
 DM5414'THE MARK IS FOUND 45 FT (13.7 M) WEST OF THE SOUTH BOUND LANES OF
 DM5414'INTERSTATE HIGHWAY 35, IN THE EAST EDGE OF BASE OF EAST LEG OF THE
 DM5414'HIGHWAY 95 NORTH BRANCH CAMBRIDGE EXIT 149 SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0364 ***********************************************************************
 QO0364  DESIGNATION -  1380 AR
 QO0364  PID         -  QO0364
 QO0364  STATE/COUNTY-  MN/CHISAGO
 QO0364  COUNTRY     -  US
 QO0364  USGS QUAD   -  NORTH BRANCH (1983)
 QO0364
 QO0364                         *CURRENT SURVEY CONTROL
 QO0364  ______________________________________________________________________
 QO0364* NAD 83(1986) POSITION- 45 32 47.06   (N) 092 59 24.67   (W)   HD_HELD1  
 QO0364* NAVD 88 ORTHO HEIGHT -   280.481  (meters)     920.21  (feet) ADJUSTED  
 QO0364  ______________________________________________________________________
 QO0364  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 QO0364  DYNAMIC HEIGHT  -        280.473 (meters)      920.19  (feet) COMP
 QO0364  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 QO0364
 QO0364  VERT ORDER      -  SECOND    CLASS I
 QO0364
 QO0364.The horizontal coordinates were established by differentially corrected
 QO0364.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0364.
 QO0364.The orthometric height was determined by differential leveling and
 QO0364.adjusted in June 1991.
 QO0364
 QO0364.Photographs are available for this station.
 QO0364
 QO0364.The dynamic height is computed by dividing the NAVD 88
 QO0364.geopotential number by the normal gravity value computed on the
 QO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0364.degrees latitude (g = 980.6199 gals.).
 QO0364
 QO0364.The modeled gravity was interpolated from observed gravity values.
 QO0364
 QO0364;                    North         East    Units  Estimated Accuracy
 QO0364;SPC MN C     -   161,514.2     898,381.1     MT  (+/- 3 meters HH1 GPS) 
 QO0364
 QO0364                          SUPERSEDED SURVEY CONTROL
 QO0364
 QO0364  NGVD 29 (??/??/92)  280.417  (m)          920.00   (f) ADJ UNCH    2 1
 QO0364
 QO0364.Superseded values are not recommended for survey control.
 QO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0364.See file dsdata.txt to determine how the superseded data were derived.
 QO0364
 QO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076643652(NAD 83)
 QO0364
 QO0364_MARKER: DV = VERTICAL CONTROL DISK
 QO0364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0364_STAMPING: 1380 AR 1975
 QO0364_MARK LOGO: MNHD  
 QO0364_PROJECTION: FLUSH
 QO0364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0364+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0364_ROD/PIPE-DEPTH: 12.2 meters
 QO0364
 QO0364  HISTORY     - Date     Condition        Report By
 QO0364  HISTORY     - 1975     MONUMENTED       MNHD
 QO0364  HISTORY     - 1976     GOOD             MNDT
 QO0364  HISTORY     - 20070613 GOOD             MNDT
 QO0364  HISTORY     - 20090303 GOOD             MNDT
 QO0364
 QO0364                          STATION DESCRIPTION
 QO0364
 QO0364'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0364'2.5 MI N FROM NORTH BRANCH.
 QO0364'THE MARK IS LOCATED 2.5 MILES NORTH ALONG FAI 35 FROM THE TH 95 BRIDGE
 QO0364'OVER FAI 35 AT NORTH BRANCH, AND 2.4 MILES SOUTH ALONG FAI 35 FROM THE
 QO0364'COUNTY ROAD 10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS.  IT IS 95.3
 QO0364'MILES EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF FAI 35 NORTHBOUND
 QO0364'AT MILEPOINT 150.4, 2.1 FEET WEST OF THE RIGHT OF WAY FENCE, AND 10.5
 QO0364'FEET WEST OF A 15 INCH OAK WHICH IS AT THE SOUTHWEST CORNER OF A GROVE
 QO0364'OF TREES.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM)
 QO0364'DISK FASTENED TO THE TOP OF A 40 FOOT COPPER CLAD STEEL ROD, IS 1.0
 QO0364'FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE GROUND. SE 1/4
 QO0364'SECTION 5, T 35N, R 21W.
 QO0364
 QO0364                          STATION RECOVERY (2007)
 QO0364
 QO0364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0364'2.5 MILES NORTH FROM NORTH BRANCH, 2.5 MILES NORTH OF TRUNK HIGHWAY 95
 QO0364'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 150.4, 2.4 MILES
 QO0364'SOUTH OF COUNTY ROAD 10 AT HARRIS, 95.3 FEET EAST OF NORTHBOUND
 QO0364'INTERSTATE HIGHWAY 35, 2.1 FEET WEST OF RIGHT OF WAY FENCE, 10.5 FEET
 QO0364'WEST OF 20 INCH AS PER TREE AT SOUTHWEST CORNER OF TREE GROVE, 1.0
 QO0364'FEET WEST OF WITNESS POST.
 QO0364
 QO0364                          STATION RECOVERY (2009)
 QO0364
 QO0364'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0365 ***********************************************************************
 QO0365  DESIGNATION -  1380 AS
 QO0365  PID         -  QO0365
 QO0365  STATE/COUNTY-  MN/CHISAGO
 QO0365  COUNTRY     -  US
 QO0365  USGS QUAD   -  NORTH BRANCH (1983)
 QO0365
 QO0365                         *CURRENT SURVEY CONTROL
 QO0365  ______________________________________________________________________
 QO0365* NAD 83(1986) POSITION- 45 33 36.0    (N) 092 59 25.1    (W)   HD_HELD2  
 QO0365* NAVD 88 ORTHO HEIGHT -   278.794  (meters)     914.68  (feet) ADJUSTED  
 QO0365  ______________________________________________________________________
 QO0365  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 QO0365  DYNAMIC HEIGHT  -        278.786 (meters)      914.65  (feet) COMP
 QO0365  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 QO0365
 QO0365  VERT ORDER      -  SECOND    CLASS I
 QO0365
 QO0365.The horizontal coordinates were established by autonomous hand held GPS
 QO0365.observations and have an estimated accuracy of +/- 10 meters.
 QO0365.
 QO0365.The orthometric height was determined by differential leveling and
 QO0365.adjusted in June 1991.
 QO0365
 QO0365.Photographs are available for this station.
 QO0365
 QO0365.The dynamic height is computed by dividing the NAVD 88
 QO0365.geopotential number by the normal gravity value computed on the
 QO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0365.degrees latitude (g = 980.6199 gals.).
 QO0365
 QO0365.The modeled gravity was interpolated from observed gravity values.
 QO0365
 QO0365;                    North         East    Units  Estimated Accuracy
 QO0365;SPC MN C     -   163,025.      898,348.      MT  (+/- 10 meters HH2 GPS)
 QO0365
 QO0365                          SUPERSEDED SURVEY CONTROL
 QO0365
 QO0365  NGVD 29 (??/??/92)  278.729  (m)          914.46   (f) ADJ UNCH    2 1
 QO0365
 QO0365.Superseded values are not recommended for survey control.
 QO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0365.See file dsdata.txt to determine how the superseded data were derived.
 QO0365
 QO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0075645162(NAD 83)
 QO0365
 QO0365_MARKER: DV = VERTICAL CONTROL DISK
 QO0365_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0365_SP_SET: FOOTING
 QO0365_STAMPING: 1380 AS 1975
 QO0365_MARK LOGO: MNHD  
 QO0365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0365+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0365
 QO0365  HISTORY     - Date     Condition        Report By
 QO0365  HISTORY     - 1975     MONUMENTED       MNHD
 QO0365  HISTORY     - 1976     GOOD             MNDT
 QO0365  HISTORY     - 20070613 GOOD             MNDT
 QO0365  HISTORY     - 20090303 GOOD             MNDT
 QO0365
 QO0365                          STATION DESCRIPTION
 QO0365
 QO0365'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0365'2.0 MI SSW FROM HARRIS.
 QO0365'THE MARK IS LOCATED 1.5 MILE SOUTH ALONG FAI 35 FROM THE COUNTY ROAD
 QO0365'10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS, AND 3.4 MILES NORTH ALONG
 QO0365'FAI 35 FROM THE TH 95 BRIDGE OVER FAI 35 AT NORTH BRANCH.  THE MARK, A
 QO0365'STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED IN A DRILL
 QO0365'HOLE ON THE WEST EDGE OF THE CONCRETE BASE OF THE WEST LEG OF A
 QO0365'HIGHWAY INFORMATION SIGN WHICH READS COUNTY 10 HARRIS EXIT 1 MILE, IS
 QO0365'51.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF FAI 35
 QO0365'NORTHBOUND AT MILEPOINT 151.2.  SE1/4 SECTION 32, T 36N, R 21W.
 QO0365
 QO0365                          STATION RECOVERY (2007)
 QO0365
 QO0365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0365'2 MILES SOUTH-SOUTHWEST OF HARRIS, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0365'151.2, 1.5 MILES SOUTH OF COUNTY ROAD 10, 3.4 MILES NORTH OF TRUNK
 QO0365'HIGHWAY 95 AT NORTH BRANCH, IN WEST EDGE OF BASE OF WEST LEG OF
 QO0365'HIGHWAY SIGN, 51.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35.
 QO0365
 QO0365                          STATION RECOVERY (2009)
 QO0365
 QO0365'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0365'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5415 ***********************************************************************
 DM5415  DESIGNATION -  1380 AT RESET
 DM5415  PID         -  DM5415
 DM5415  STATE/COUNTY-  MN/CHISAGO
 DM5415  COUNTRY     -  US
 DM5415  USGS QUAD   -  NORTH BRANCH (1983)
 DM5415
 DM5415                         *CURRENT SURVEY CONTROL
 DM5415  ______________________________________________________________________
 DM5415* NAD 83(1986) POSITION- 45 34 03.88   (N) 092 59 27.86   (W)   HD_HELD1  
 DM5415* NAVD 88 ORTHO HEIGHT -   278.624  (meters)     914.12  (feet) ADJUSTED  
 DM5415  ______________________________________________________________________
 DM5415  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DM5415  DYNAMIC HEIGHT  -        278.617 (meters)      914.10  (feet) COMP
 DM5415  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DM5415
 DM5415  VERT ORDER      -  SECOND    CLASS I
 DM5415
 DM5415.The horizontal coordinates were established by differentially corrected
 DM5415.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5415.
 DM5415.The orthometric height was determined by differential leveling and
 DM5415.adjusted in July 2011.
 DM5415
 DM5415.Photographs are available for this station.
 DM5415
 DM5415.The dynamic height is computed by dividing the NAVD 88
 DM5415.geopotential number by the normal gravity value computed on the
 DM5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5415.degrees latitude (g = 980.6199 gals.).
 DM5415
 DM5415.The modeled gravity was interpolated from observed gravity values.
 DM5415
 DM5415;                    North         East    Units  Estimated Accuracy
 DM5415;SPC MN C     -   163,884.5     898,274.2     MT  (+/- 3 meters HH1 GPS) 
 DM5415
 DM5415                          SUPERSEDED SURVEY CONTROL
 DM5415
 DM5415.No superseded survey control is available for this station.
 DM5415
 DM5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0069646022(NAD 83)
 DM5415
 DM5415_MARKER: DV = VERTICAL CONTROL DISK
 DM5415_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5415_SP_SET: SIGN BASE
 DM5415_STAMPING: 1380 AT RESET 1987
 DM5415_MARK LOGO: MNDT  
 DM5415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5415+STABILITY: SURFACE MOTION
 DM5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5415+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DM5415
 DM5415  HISTORY     - Date     Condition        Report By
 DM5415  HISTORY     - 1987     MONUMENTED       MNDT
 DM5415
 DM5415                          STATION DESCRIPTION
 DM5415
 DM5415'DESCRIBED BY MN DEPT OF TRANSP 1987 (MAS)
 DM5415'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) NORTH OF NORTH BRANCH AND
 DM5415'3.5 MI (5.6 KM) EAST-SOUTHEAST OF STARK.
 DM5415' 
 DM5415'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE
 DM5415'35 IN NORTH BRANCH, GO 4.0 MI (6.4 KM) NORTH ALONG INTERSTATE 35 TO
 DM5415'MILE POINT 151.80.
 DM5415' 
 DM5415'THE MARK IS FOUND 51 FT (15.5 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY
 DM5415'35, IN THE WEST EDGE OF THE WEST FOOTING OF A HIGHWAY REST AREA 2 MI
 DM5415'(3.2 KM) SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0367 ***********************************************************************
 QO0367  DESIGNATION -  1380 AU
 QO0367  PID         -  QO0367
 QO0367  STATE/COUNTY-  MN/CHISAGO
 QO0367  COUNTRY     -  US
 QO0367  USGS QUAD   -  NORTH BRANCH (1983)
 QO0367
 QO0367                         *CURRENT SURVEY CONTROL
 QO0367  ______________________________________________________________________
 QO0367* NAD 83(1986) POSITION- 45 35 45.1    (N) 092 59 45.9    (W)   HD_HELD2  
 QO0367* NAVD 88 ORTHO HEIGHT -   282.207  (meters)     925.87  (feet) ADJUSTED  
 QO0367  ______________________________________________________________________
 QO0367  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO0367  DYNAMIC HEIGHT  -        282.200 (meters)      925.85  (feet) COMP
 QO0367  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 QO0367
 QO0367  VERT ORDER      -  SECOND    CLASS I
 QO0367
 QO0367.The horizontal coordinates were established by autonomous hand held GPS
 QO0367.observations and have an estimated accuracy of +/- 10 meters.
 QO0367.
 QO0367.The orthometric height was determined by differential leveling and
 QO0367.adjusted in June 1991.
 QO0367
 QO0367.Photographs are available for this station.
 QO0367
 QO0367.The dynamic height is computed by dividing the NAVD 88
 QO0367.geopotential number by the normal gravity value computed on the
 QO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0367.degrees latitude (g = 980.6199 gals.).
 QO0367
 QO0367.The modeled gravity was interpolated from observed gravity values.
 QO0367
 QO0367;                    North         East    Units  Estimated Accuracy
 QO0367;SPC MN C     -   167,003.      897,834.      MT  (+/- 10 meters HH2 GPS)
 QO0367
 QO0367                          SUPERSEDED SURVEY CONTROL
 QO0367
 QO0367  NGVD 29 (??/??/92)  282.142  (m)          925.66   (f) ADJ UNCH    2 1
 QO0367
 QO0367.Superseded values are not recommended for survey control.
 QO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0367.See file dsdata.txt to determine how the superseded data were derived.
 QO0367
 QO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0030549146(NAD 83)
 QO0367
 QO0367_MARKER: DV = VERTICAL CONTROL DISK
 QO0367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0367_SP_SET: FOOTING
 QO0367_STAMPING: 1380 AU 1975
 QO0367_MARK LOGO: MNHD  
 QO0367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0367+STABILITY: SURFACE MOTION
 QO0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0367+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2009
 QO0367
 QO0367  HISTORY     - Date     Condition        Report By
 QO0367  HISTORY     - 1975     MONUMENTED       MNHD
 QO0367  HISTORY     - 1976     GOOD             MNDT
 QO0367  HISTORY     - 20070613 GOOD             MNDT
 QO0367  HISTORY     - 20090304 GOOD             MNDT
 QO0367
 QO0367                          STATION DESCRIPTION
 QO0367
 QO0367'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0367'1.3 MI NW FROM HARRIS.
 QO0367'THE MARK IS LOCATED 1.3 MILES NORTH ALONG FAI 35 FROM THE COUNTY ROAD
 QO0367'10 BRIDGE OVER FAI 35 SOUTHWEST OF HARRIS, AND 1.3 MILES SOUTH ALONG
 QO0367'FAI 35 FROM THE COUNTY ROAD 9 BRIDGE OVER FAI 35.  IT IS 51.5 FEET
 QO0367'WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF FAI 35 SOUTHBOUND ABOUT
 QO0367'900 FEET SOUTH OF MILEPOST 154.  THE MARK, A STANDARD MNHD VERTICAL
 QO0367'CONTROL MONUMENT (VCM) DISK, IS CEMENTED INTO A DRILL HOLE IN THE EAST
 QO0367'EDGE OF THE CONCRETE BASE OF THE EAST LEG OF A HIGHWAY INFORMATION
 QO0367'SIGN WHICH READS COUNTY 10 HARRIS EXIT 1 MILE.  NW1/4 SECTION 20, T
 QO0367'36N, R 21W.
 QO0367
 QO0367                          STATION RECOVERY (2007)
 QO0367
 QO0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0367'1.3 MILES NORTHWEST FROM HARRIS, 1.3 MILES NORTH OF COUNTY ROAD 10 AT
 QO0367'HARRIS, 1.3 MILES SOUTH OF COUNTY ROAD 9, 51.5 FEET WEST OF
 QO0367'SOUTH-BOUND INTERSTATE HIGHWAY 35, 900 FEET SOUTH OF MILEPOST 154, IN
 QO0367'EAST EDGE OF EAST BASE OF LEG OF HIGHWAY SIGN.
 QO0367
 QO0367                          STATION RECOVERY (2009)
 QO0367
 QO0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO0367'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0368 ***********************************************************************
 QO0368  DESIGNATION -  1380 AV
 QO0368  PID         -  QO0368
 QO0368  STATE/COUNTY-  MN/CHISAGO
 QO0368  COUNTRY     -  US
 QO0368  USGS QUAD   -  RUSH CITY (1983)
 QO0368
 QO0368                         *CURRENT SURVEY CONTROL
 QO0368  ______________________________________________________________________
 QO0368* NAD 83(1986) POSITION- 45 37 46.4    (N) 092 59 30.3    (W)   SCALED    
 QO0368* NAVD 88 ORTHO HEIGHT -   282.826  (meters)     927.91  (feet) ADJUSTED  
 QO0368  ______________________________________________________________________
 QO0368  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 QO0368  DYNAMIC HEIGHT  -        282.819 (meters)      927.88  (feet) COMP
 QO0368  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 QO0368
 QO0368  VERT ORDER      -  SECOND    CLASS I
 QO0368
 QO0368.The horizontal coordinates were scaled from a topographic map and have
 QO0368.an estimated accuracy of +/- 6 seconds.
 QO0368.
 QO0368.The orthometric height was determined by differential leveling and
 QO0368.adjusted in June 1991.
 QO0368
 QO0368.Photographs are available for this station.
 QO0368
 QO0368.The dynamic height is computed by dividing the NAVD 88
 QO0368.geopotential number by the normal gravity value computed on the
 QO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0368.degrees latitude (g = 980.6199 gals.).
 QO0368
 QO0368.The modeled gravity was interpolated from observed gravity values.
 QO0368
 QO0368;                    North         East    Units  Estimated Accuracy
 QO0368;SPC MN C     -   170,740.      898,120.      MT  (+/- 180 meters Scaled)
 QO0368
 QO0368                          SUPERSEDED SURVEY CONTROL
 QO0368
 QO0368  NGVD 29 (??/??/92)  282.761  (m)          927.69   (f) ADJ UNCH    2 1
 QO0368
 QO0368.Superseded values are not recommended for survey control.
 QO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0368.See file dsdata.txt to determine how the superseded data were derived.
 QO0368
 QO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0064352889(NAD 83)
 QO0368
 QO0368_MARKER: DV = VERTICAL CONTROL DISK
 QO0368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0368_STAMPING: 1380 AV 1975
 QO0368_MARK LOGO: MNHD  
 QO0368_PROJECTION: FLUSH
 QO0368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0368+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0368_ROD/PIPE-DEPTH: 11.9 meters
 QO0368
 QO0368  HISTORY     - Date     Condition        Report By
 QO0368  HISTORY     - 1975     MONUMENTED       MNHD
 QO0368  HISTORY     - 1976     GOOD             MNDT
 QO0368  HISTORY     - 20070613 GOOD             MNDT
 QO0368  HISTORY     - 20090303 GOOD             MNDT
 QO0368
 QO0368                          STATION DESCRIPTION
 QO0368
 QO0368'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0368'4.0 MI SSW FROM RUSH CITY.
 QO0368'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0368'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 3.6 MILES SOUTH ALONG
 QO0368'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, 1.0 MILES NORTH OF THE
 QO0368'COUNTY ROAD 9 BRIDGE OVER FAI 35.  IT IS 96.0 FEET EAST OF AND ABOUT
 QO0368'LEVEL WITH THE CENTERLINE OF FAI 35 NORTHBOUND AT MILEPOINT 156.2, 3.0
 QO0368'FEET WEST OF THE RIGHT OF WAY FENCE, 48.5 FEET SOUTH OF A T FENCE EAST
 QO0368'WHICH IS AT THE NORTH WEST CORNER OF A WOODS, AND 12.5 FEET SOUTHEAST
 QO0368'OF A TWIN 6 INCH BIRCH.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0368'MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 39 FOOT COPPER CLAD STEEL
 QO0368'ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND FLUSH WITH THE
 QO0368'GROUND.  NE1/4 SECTION 8, T 36N, R 21W.
 QO0368
 QO0368                          STATION RECOVERY (2007)
 QO0368
 QO0368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0368'4 MILES SOUTH-SOUTHWEST OF RUSH CITY, 1.4 MILES WEST ALONG TRUNK
 QO0368'HIGHWAY 361 FROM THE JUNCTION OF TRUNK HIGHWAY AND COUNTY ROAD 30 IN
 QO0368'RUSH CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT 156.2, 3.6 MILES SOUTH
 QO0368'OF TRUNK HIGHWAY 361 BRIDGE, 1 MILES NORTH OF COUNTY ROAD 9, 96 FEET
 QO0368'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, 3 FEET WEST OF RIGHT OF WAY
 QO0368'FENCE, 48.5 FEET SOUTH OF TEE-FENCE EAST, AT NORTHWEST CORNER OF
 QO0368'WOODS, 1 FEET WEST OF WITNESS POST.
 QO0368
 QO0368                          STATION RECOVERY (2009)
 QO0368
 QO0368'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0368'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0369 ***********************************************************************
 QO0369  DESIGNATION -  1380 AW
 QO0369  PID         -  QO0369
 QO0369  STATE/COUNTY-  MN/CHISAGO
 QO0369  COUNTRY     -  US
 QO0369  USGS QUAD   -  RUSH CITY (1983)
 QO0369
 QO0369                         *CURRENT SURVEY CONTROL
 QO0369  ______________________________________________________________________
 QO0369* NAD 83(1986) POSITION- 45 38 42.     (N) 092 59 30.     (W)   SCALED    
 QO0369* NAVD 88 ORTHO HEIGHT -   282.313  (meters)     926.22  (feet) ADJUSTED  
 QO0369  ______________________________________________________________________
 QO0369  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 QO0369  DYNAMIC HEIGHT  -        282.306 (meters)      926.20  (feet) COMP
 QO0369  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 QO0369
 QO0369  VERT ORDER      -  SECOND    CLASS I
 QO0369
 QO0369.The horizontal coordinates were scaled from a topographic map and have
 QO0369.an estimated accuracy of +/- 6 seconds.
 QO0369.
 QO0369.The orthometric height was determined by differential leveling and
 QO0369.adjusted in June 1991.
 QO0369
 QO0369.The dynamic height is computed by dividing the NAVD 88
 QO0369.geopotential number by the normal gravity value computed on the
 QO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0369.degrees latitude (g = 980.6199 gals.).
 QO0369
 QO0369.The modeled gravity was interpolated from observed gravity values.
 QO0369
 QO0369;                    North         East    Units  Estimated Accuracy
 QO0369;SPC MN C     -   172,470.      898,090.      MT  (+/- 180 meters Scaled)
 QO0369
 QO0369                          SUPERSEDED SURVEY CONTROL
 QO0369
 QO0369  NGVD 29 (??/??/92)  282.247  (m)          926.01   (f) ADJ UNCH    2 1
 QO0369
 QO0369.Superseded values are not recommended for survey control.
 QO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0369.See file dsdata.txt to determine how the superseded data were derived.
 QO0369
 QO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL006546(NAD 83)
 QO0369
 QO0369_MARKER: DV = VERTICAL CONTROL DISK
 QO0369_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0369_STAMPING: 1380 AW 1975
 QO0369_MARK LOGO: MNHD  
 QO0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0369
 QO0369  HISTORY     - Date     Condition        Report By
 QO0369  HISTORY     - 1975     MONUMENTED       MNDT
 QO0369  HISTORY     - 1976     GOOD             MNDT
 QO0369  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO0369
 QO0369                          STATION DESCRIPTION
 QO0369
 QO0369'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0369'3.0 MI SW FROM RUSH CITY.
 QO0369'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0369'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 2.8 MILES SOUTH ALONG
 QO0369'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35.  IT IS 97.3 FEET EAST OF
 QO0369'AND ABOUT LEVEL WITH THE CENTERLINE OF FAI 35 NORTHBOUND AT MILEPOINT
 QO0369'157.2, 3.0 FEET WEST OF THE RIGHT OF WAY FENCE, 6 FEET NORTH OF THE
 QO0369'CENTER OF AN ABANDONED ROADWAY, 20.0 FEET SOUTH-SOUTHWEST OF A POWER
 QO0369'POLE ON A EAST-WEST POLE LINE, AND 22.0 FEET NORTH OF A RIGHT OF WAY
 QO0369'MARKER POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT
 QO0369'(VCM) DISK FASTENED TO THE TOP OF A 40 FOOT COPPER CLAD STEEL ROD, IS
 QO0369'1.0 FOOT WEST OF A STEEL WITNESS POST AND FLUSH WITH THE GROUND. SE1/4
 QO0369'SECTION 32, T 37N, R 21W.
 QO0369
 QO0369                          STATION RECOVERY (2007)
 QO0369
 QO0369'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0369'3 MILES SOUTHWEST OF RUSH CITY, 1.4 MILES WEST ALONG TRUNK HIGHWAY 361
 QO0369'FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 30 IN RUSH
 QO0369'CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT 157.2, 2.8 MILES SOUTH OF
 QO0369'TRUNK HIGHWAY 361, 97.3 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0369'3 FEET WEST OF RIGHT OF WAY FENCE, 6 FEET NORTH OF ABANDONED ROAD, 20
 QO0369'FEET SOUTH-SOUTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0370 ***********************************************************************
 QO0370  DESIGNATION -  1380 AX
 QO0370  PID         -  QO0370
 QO0370  STATE/COUNTY-  MN/CHISAGO
 QO0370  COUNTRY     -  US
 QO0370  USGS QUAD   -  RUSH CITY (1983)
 QO0370
 QO0370                         *CURRENT SURVEY CONTROL
 QO0370  ______________________________________________________________________
 QO0370* NAD 83(2007) POSITION- 45 39 32.33018(N) 092 59 30.32652(W)   ADJUSTED  
 QO0370* NAD 83(2007) ELLIP HT-   254.821 (meters)        (02/10/07)   ADJUSTED
 QO0370* NAD 83(2007) EPOCH   -  2002.00
 QO0370* NAVD 88 ORTHO HEIGHT -   282.817  (meters)     927.88  (feet) ADJUSTED  
 QO0370  ______________________________________________________________________
 QO0370  NAD 83(2007) X  -   -233,074.349 (meters)                     COMP
 QO0370  NAD 83(2007) Y  - -4,459,598.782 (meters)                     COMP
 QO0370  NAD 83(2007) Z  -  4,539,018.736 (meters)                     COMP
 QO0370  LAPLACE CORR    -          9.44  (seconds)                    DEFLEC09
 QO0370  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO0370  DYNAMIC HEIGHT  -        282.810 (meters)      927.85  (feet) COMP
 QO0370  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 QO0370
 QO0370  VERT ORDER      -  SECOND    CLASS I
 QO0370
 QO0370  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO0370  Type                                         Horiz  Ellip  Dist(km)
 QO0370  -------------------------------------------------------------------
 QO0370  NETWORK                                       0.76   0.90
 QO0370  -------------------------------------------------------------------
 QO0370  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.52   0.61      4.91
 QO0370  -------------------------------------------------------------------
 QO0370  NOTE: Click here for information on individual local accuracy
 QO0370  values and other accuracy information.
 QO0370
 QO0370
 QO0370.The horizontal coordinates were established by GPS observations
 QO0370.and adjusted by the National Geodetic Survey in February 2007.
 QO0370
 QO0370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO0370.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO0370
 QO0370.The horizontal coordinates are valid at the epoch date displayed above
 QO0370.which is a decimal equivalence of Year/Month/Day.
 QO0370
 QO0370.The orthometric height was determined by differential leveling and
 QO0370.adjusted in June 1991.
 QO0370
 QO0370.Photographs are available for this station.
 QO0370
 QO0370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO0370
 QO0370.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0370
 QO0370.The ellipsoidal height was determined by GPS observations
 QO0370.and is referenced to NAD 83.
 QO0370
 QO0370.The dynamic height is computed by dividing the NAVD 88
 QO0370.geopotential number by the normal gravity value computed on the
 QO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0370.degrees latitude (g = 980.6199 gals.).
 QO0370
 QO0370.The modeled gravity was interpolated from observed gravity values.
 QO0370
 QO0370. The following values were computed from the NAD 83(2007) position.
 QO0370
 QO0370;                    North         East     Units Scale Factor Converg.
 QO0370;SPC MN C     -   174,022.687   898,059.669   MT  0.99999110   +0 54 36.7
 QO0370;SPC MN C     -   570,939.43  2,946,384.10   sFT  0.99999110   +0 54 36.7
 QO0370;UTM  15      - 5,056,159.067   500,642.156   MT  0.99960001   +0 00 21.2
 QO0370
 QO0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0370!SPC MN C     -   0.99996005  x   0.99999110  =   0.99995115
 QO0370!UTM  15      -   0.99996005  x   0.99960001  =   0.99956008
 QO0370
 QO0370                          SUPERSEDED SURVEY CONTROL
 QO0370
 QO0370  NAD 83(1996)-  45 39 32.32991(N)    092 59 30.32593(W) AD(       ) 1
 QO0370  ELLIP H (08/10/98)  254.872  (m)                       GP(       ) 3 1
 QO0370  NAVD 88 (08/10/98)  282.82   (m)          927.9    (f) LEVELING    3  
 QO0370  NGVD 29 (??/??/92)  282.752  (m)          927.66   (f) ADJ UNCH    2 1
 QO0370
 QO0370.Superseded values are not recommended for survey control.
 QO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0370.See file dsdata.txt to determine how the superseded data were derived.
 QO0370
 QO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0064256159(NAD 83)
 QO0370
 QO0370_MARKER: DV = VERTICAL CONTROL DISK
 QO0370_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO0370_STAMPING: 1380 AX 1975
 QO0370_MARK LOGO: MNDT  
 QO0370_PROJECTION: RECESSED 8 CENTIMETERS
 QO0370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0370+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0370_ROD/PIPE-DEPTH: 12.2 meters
 QO0370
 QO0370  HISTORY     - Date     Condition        Report By
 QO0370  HISTORY     - 19750401 MONUMENTED       MNHD
 QO0370  HISTORY     - 1976     GOOD             MNDT
 QO0370  HISTORY     - 19930907 GOOD             MNDT
 QO0370  HISTORY     - 20060615 GOOD             MNDT
 QO0370  HISTORY     - 20070614 GOOD             MNDT
 QO0370  HISTORY     - 20090303 GOOD             MNDT
 QO0370
 QO0370                          STATION DESCRIPTION
 QO0370
 QO0370'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0370'2.2 MI SW FROM RUSH CITY.
 QO0370'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0370'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 1.7 MILES SOUTH ALONG
 QO0370'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, AND 0.8 MILES SOUTH OF THE
 QO0370'COUNTY ROAD 7 BRIDGE OVER FAI 35.  IT IS 96.5 FEET EAST OF AND ABOUT 4
 QO0370'FEET HIGHER THAN THE CENTERLINE OF FAI 35 NORTHBOUND AT MILEPOINT
 QO0370'158.25, 2.2 FEET WEST OF THE RIGHT OF WAY FENCE, 17 FEET NORTH OF THE
 QO0370'CENTER OF A TERMINATED TOWNSHIP ROAD, 50 FEET SOUTHWEST OF THE
 QO0370'SOUTHWEST CORNER OF A WOODS, 77.0 FEET NORTHEAST OF THE EAST END OF A
 QO0370'36 INCH CONCRETE PIPE UNDER FAI 35, AND 40.3 FEET NORTH-NORTHWEST OF
 QO0370'POWER POLE (NO. 107).  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0370'MONUMENT (VCM) DISK FASTENED TO THE TOP OF A 40 FOOT COPPER CLAD STEEL
 QO0370'ROD, IS 1.0 FEET WEST OF A STEEL WITNESS POST AND PROJECTS 2 INCHES.
 QO0370'SE1/4 SECTION 29, T 37N, R 21W.
 QO0370
 QO0370                          STATION RECOVERY (1993)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 QO0370'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 QO0370'2.25 MI (3.62 KM) SW OF THE TOWN OF RUSH CITY, 1.7 MI (2.7 KM) SOUTH
 QO0370'ON FAI 35 FROM THE JCT OF TH 361 AND FAI 35, 0.8 MI (1.3 KM) SOUTH OF
 QO0370'CO RD 7, AT FAI 35 MP 158.25, 96.5 FT (29.4 M) EAST OF NB FAI 35, 77
 QO0370'FT (23.5 M) NE OF A PIPE, 50 FT (15.2 M) SW OF THE SW COR OF THE
 QO0370'WOODS, 17 FT (5.2 M) NORTH OF A DEAD END RD, 2.2 FT (0.7 M) WEST OF A
 QO0370'FENCE, AND 1.0 FT (0.3 M) WEST OF A WIT POST.  RECOVERED AND DESCRIBED
 QO0370'BY DAVID K HERDER, TYPED BY G.W.O.
 QO0370
 QO0370                          STATION RECOVERY (2006)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO0370'2.2 MILES SOUTHWEST OF RUSH CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0370'158.25, 1.7 MILES SOUTH OF TRUNK HIGHWAY 361, 0.8 MILES SOUTH OF
 QO0370'COUNTY ROAD 7, 40.3 FEET NORTH-NORTHWEST OF POWER POLE, 96.5 FEET EAST
 QO0370'OF NORTHBOUND INTERSTATE HIGHWAY 35, 2.2 FEET WEST OF FENCE, 17 FEET
 QO0370'NORTH OF DEAD END ROAD, 50 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0370'WOODS, 77 FEET NORTHEAST OF CULVERT, 1.0 FEET WEST OF WITNESS POST.
 QO0370
 QO0370                          STATION RECOVERY (2007)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0370'2.2 MILES SOUTHWEST OF RUSH CITY, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0370'158.25, 1.7 MILES SOUTH OF TRUNK HIGHWAY 361, 0.8 MILES SOUTH OF
 QO0370'COUNTY ROAD 7, 40.3 FEET NORTH-NORTHWEST OF POWER POLE, 96.5 FEET EAST
 QO0370'OF NORTHBOUND INTERSTATE HIGHWAY 35, 2.2 FEET WEST OF FENCE, 17 FEET
 QO0370'NORTH OF DEAD END ROAD, 50 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0370'WOODS, 77 FEET NORTHEAST OF CULVERT, 1.0 FEET WEST OF WITNESS POST.
 QO0370
 QO0370                          STATION RECOVERY (2009)
 QO0370
 QO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QO0370'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0370'THE MARK IS 2.2 MILES SOUTHWEST OF RUSH CITY, AT INTERSTATE HIGHWAY 35
 QO0370'MILEPOINT 158.25, 1.7 MILES SOUTH OF TRUNK HIGHWAY 361, 0.8 MILE SOUTH
 QO0370'OF COUNTY ROAD 7, 96.5 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0370'77 FEET NORTHEAST OF CULVERT, 50 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 QO0370'WOODS, 40.3 FEET NORTH-NORTHWEST OF POWER POLE, 17 FEET NORTH OF DEAD
 QO0370'END ROAD, 2.2 FEET WEST OF FENCE, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0371 ***********************************************************************
 QO0371  DESIGNATION -  1380 AY
 QO0371  PID         -  QO0371
 QO0371  STATE/COUNTY-  MN/CHISAGO
 QO0371  COUNTRY     -  US
 QO0371  USGS QUAD   -  RUSH CITY (1983)
 QO0371
 QO0371                         *CURRENT SURVEY CONTROL
 QO0371  ______________________________________________________________________
 QO0371* NAD 83(1986) POSITION- 45 40 16.08   (N) 092 59 30.33   (W)   HD_HELD1  
 QO0371* NAVD 88 ORTHO HEIGHT -   288.885  (meters)     947.78  (feet) ADJUSTED  
 QO0371  ______________________________________________________________________
 QO0371  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 QO0371  DYNAMIC HEIGHT  -        288.878 (meters)      947.76  (feet) COMP
 QO0371  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 QO0371
 QO0371  VERT ORDER      -  SECOND    CLASS I
 QO0371
 QO0371.The horizontal coordinates were established by differentially corrected
 QO0371.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0371.
 QO0371.The orthometric height was determined by differential leveling and
 QO0371.adjusted in June 1991.
 QO0371
 QO0371.Photographs are available for this station.
 QO0371
 QO0371.The dynamic height is computed by dividing the NAVD 88
 QO0371.geopotential number by the normal gravity value computed on the
 QO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0371.degrees latitude (g = 980.6199 gals.).
 QO0371
 QO0371.The modeled gravity was interpolated from observed gravity values.
 QO0371
 QO0371;                    North         East    Units  Estimated Accuracy
 QO0371;SPC MN C     -   175,373.2     898,038.1     MT  (+/- 3 meters HH1 GPS) 
 QO0371
 QO0371                          SUPERSEDED SURVEY CONTROL
 QO0371
 QO0371  NGVD 29 (??/??/92)  288.819  (m)          947.57   (f) ADJ UNCH    2 1
 QO0371
 QO0371.Superseded values are not recommended for survey control.
 QO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0371.See file dsdata.txt to determine how the superseded data were derived.
 QO0371
 QO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0064157509(NAD 83)
 QO0371
 QO0371_MARKER: DB = BENCH MARK DISK
 QO0371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0371_SP_SET: BRIDGE ABUTMENT OVER INTERSTATE
 QO0371_STAMPING: 1380 AY 1975
 QO0371_MARK LOGO: MNHD  
 QO0371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0371+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0371
 QO0371  HISTORY     - Date     Condition        Report By
 QO0371  HISTORY     - 1975     MONUMENTED       MNHD
 QO0371  HISTORY     - 1976     GOOD             MNDT
 QO0371  HISTORY     - 20070614 GOOD             MNDT
 QO0371
 QO0371                          STATION DESCRIPTION
 QO0371
 QO0371'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0371'1.7 MI SW FROM RUSH CITY.
 QO0371'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0371'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 0.9 MILES SOUTH ALONG
 QO0371'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, AT MILEPOINT 159.0.  THE
 QO0371'MARK, A STANDARD MNHD BENCH MARK (BM) DISK, IS 23 FEET SOUTHEAST OF
 QO0371'THE CENTERLINE OF BRIDGE NO. 13811, COUNTY ROAD 7 OVER FAI 35 AND SET
 QO0371'IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT OF THE BRIDGE.  NE1/4
 QO0371'SECTION 29, T 37N, R 21W.
 QO0371
 QO0371                          STATION RECOVERY (2007)
 QO0371
 QO0371'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0371'1.7 MILES SOUTHWEST FROM RUSH CITY, 1.4 MILES WEST ALONG TRUNK HIGHWAY
 QO0371'361 FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 30 IN RUSH
 QO0371'CITY, THENCE, 0.9 MILES SOUTH OF TRUNK HIGHWAY 361 AT RUSH CITY, AT
 QO0371'MILEPOINT 159.0, 23 FEET SOUTHEAST OF COUNTY ROAD 7, IN SOUTHEAST
 QO0371'CORNER OF COUNTY ROAD 7 BRIDGE 13811 OVER INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0373 ***********************************************************************
 QO0373  DESIGNATION -  1380 AZ
 QO0373  PID         -  QO0373
 QO0373  STATE/COUNTY-  MN/CHISAGO
 QO0373  COUNTRY     -  US
 QO0373  USGS QUAD   -  RUSH CITY (1983)
 QO0373
 QO0373                         *CURRENT SURVEY CONTROL
 QO0373  ______________________________________________________________________
 QO0373* NAD 83(1986) POSITION- 45 41 59.37   (N) 092 59 30.65   (W)   HD_HELD1  
 QO0373* NAVD 88 ORTHO HEIGHT -   283.955  (meters)     931.61  (feet) ADJUSTED  
 QO0373  ______________________________________________________________________
 QO0373  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 QO0373  DYNAMIC HEIGHT  -        283.948 (meters)      931.59  (feet) COMP
 QO0373  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 QO0373
 QO0373  VERT ORDER      -  SECOND    CLASS I
 QO0373
 QO0373.The horizontal coordinates were established by differentially corrected
 QO0373.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0373.
 QO0373.The orthometric height was determined by differential leveling and
 QO0373.adjusted in June 1991.
 QO0373
 QO0373.Photographs are available for this station.
 QO0373
 QO0373.The dynamic height is computed by dividing the NAVD 88
 QO0373.geopotential number by the normal gravity value computed on the
 QO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0373.degrees latitude (g = 980.6199 gals.).
 QO0373
 QO0373.The modeled gravity was interpolated from observed gravity values.
 QO0373
 QO0373;                    North         East    Units  Estimated Accuracy
 QO0373;SPC MN C     -   178,561.6     897,980.6     MT  (+/- 3 meters HH1 GPS) 
 QO0373
 QO0373                          SUPERSEDED SURVEY CONTROL
 QO0373
 QO0373  NGVD 29 (??/??/92)  283.894  (m)          931.41   (f) ADJ UNCH    2 1
 QO0373
 QO0373.Superseded values are not recommended for survey control.
 QO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0373.See file dsdata.txt to determine how the superseded data were derived.
 QO0373
 QO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0063460696(NAD 83)
 QO0373
 QO0373_MARKER: DV = VERTICAL CONTROL DISK
 QO0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0373_SP_SET: CONCRETE FOOTING
 QO0373_STAMPING: 1380 AZ 1975
 QO0373_MARK LOGO: MNHD  
 QO0373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0373+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0373
 QO0373  HISTORY     - Date     Condition        Report By
 QO0373  HISTORY     - 1975     MONUMENTED       MNHD
 QO0373  HISTORY     - 1976     GOOD             MNDT
 QO0373  HISTORY     - 20070614 GOOD             MNDT
 QO0373
 QO0373                          STATION DESCRIPTION
 QO0373
 QO0373'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0373'1.8 MI NW FROM RUSH CITY.
 QO0373'THE MARK IS LOCATED 1.4 MILES WEST ALONG TH 361 FROM THE JUNCTION OF
 QO0373'TH 361 AND COUNTY ROAD 30 IN RUSH CITY, THENCE 1.1 MILES NORTH ALONG
 QO0373'FAI 35 FROM THE TH 361 BRIDGE OVER FAI 35, AND 1.2 MILES SOUTH OF THE
 QO0373'COUNTY ROAD 3 BRIDGE OVER FAI 35.  IT IS 250 FEET NORTH OF MILEPOST
 QO0373'161 AND 59.5 FEET EAST OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE
 QO0373'OF FAI 35 NORTHBOUND.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 QO0373'MONUMENT (VCM) DISK, IS CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF
 QO0373'THE EAST LEG OF A HIGHWAY INFORMATION SIGN WHICH READS MINN 70 4 PINE
 QO0373'CITY 8 DULUTH 99.  NE1/4 SECTION 17, T 37N, R 21W.
 QO0373
 QO0373                          STATION RECOVERY (2007)
 QO0373
 QO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0373'1.8 MILES NORTHWEST FROM RUSH CITY, 1.4 MILES WEST ALONG TRUNK HIGHWAY
 QO0373'361 FROM THE JUNCTION OF TRUNK HIGHWAY 361 AND COUNTY ROAD 30 IN RUSH
 QO0373'CITY, THEN 1.1 MILES NORTH ON INTERSTATE 35W, 1.2 MILES SOUTH OF
 QO0373'COUNTY ROAD 3, 250 FEET NORTH OF MILEPOST 161, 59.5 FEET EAST OF
 QO0373'NORTHBOUND INTERSTATE HIGHWAY 35, IN WEST EDGE OF BASE OF EAST LEG OF
 QO0373'HIGHWAY SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7532 ***********************************************************************
 DL7532  DESIGNATION -  1380 BA
 DL7532  PID         -  DL7532
 DL7532  STATE/COUNTY-  MN/CHISAGO
 DL7532  COUNTRY     -  US
 DL7532  USGS QUAD   -  NORTH BRANCH (1983)
 DL7532
 DL7532                         *CURRENT SURVEY CONTROL
 DL7532  ______________________________________________________________________
 DL7532* NAD 83(2007) POSITION- 45 32 10.51307(N) 092 59 24.86650(W)   ADJUSTED  
 DL7532* NAD 83(2007) ELLIP HT-   251.923 (meters)        (02/02/10)   ADJUSTED
 DL7532* NAD 83(2007) EPOCH   -  2002.00
 DL7532* NAVD 88 ORTHO HEIGHT -   279.997  (meters)     918.62  (feet) ADJUSTED  
 DL7532  ______________________________________________________________________
 DL7532  NAD 83(2007) X  -   -233,464.581 (meters)                     COMP
 DL7532  NAD 83(2007) Y  - -4,469,335.267 (meters)                     COMP
 DL7532  NAD 83(2007) Z  -  4,529,472.264 (meters)                     COMP
 DL7532  LAPLACE CORR    -          9.64  (seconds)                    DEFLEC09
 DL7532  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DL7532  DYNAMIC HEIGHT  -        279.988 (meters)      918.59  (feet) COMP
 DL7532  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 DL7532
 DL7532  HORZ ORDER      -  FIRST
 DL7532  VERT ORDER      -  SECOND    CLASS I
 DL7532  ELLP ORDER      -  SECOND    CLASS I
 DL7532
 DL7532.The horizontal coordinates were established by GPS observations
 DL7532.and adjusted by the MN DEPT OF TRANSP in February 2010.
 DL7532
 DL7532.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7532.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7532
 DL7532.The horizontal coordinates are valid at the epoch date displayed above
 DL7532.which is a decimal equivalence of Year/Month/Day.
 DL7532
 DL7532.The orthometric height was determined by differential leveling and
 DL7532.adjusted in July 2011.
 DL7532
 DL7532.Photographs are available for this station.
 DL7532
 DL7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7532
 DL7532.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7532
 DL7532.The ellipsoidal height was determined by GPS observations
 DL7532.and is referenced to NAD 83.
 DL7532
 DL7532.The dynamic height is computed by dividing the NAVD 88
 DL7532.geopotential number by the normal gravity value computed on the
 DL7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7532.degrees latitude (g = 980.6199 gals.).
 DL7532
 DL7532.The modeled gravity was interpolated from observed gravity values.
 DL7532
 DL7532. The following values were computed from the NAD 83(2007) position.
 DL7532
 DL7532;                    North         East     Units Scale Factor Converg.
 DL7532;SPC MN C     -   160,385.931   898,394.801   MT  1.00001839   +0 54 40.7
 DL7532;SPC MN C     -   526,199.51  2,947,483.61   sFT  1.00001839   +0 54 40.7
 DL7532;UTM  15      - 5,042,524.236   500,761.974   MT  0.99960001   +0 00 25.1
 DL7532
 DL7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7532!SPC MN C     -   0.99996051  x   1.00001839  =   0.99997890
 DL7532!UTM  15      -   0.99996051  x   0.99960001  =   0.99956053
 DL7532
 DL7532:                Primary Azimuth Mark                     Grid Az
 DL7532:SPC MN C     -  1380 BB                                  359 17 11.6
 DL7532:UTM  15      -  1380 BB                                  000 11 27.2
 DL7532
 DL7532|---------------------------------------------------------------------|
 DL7532| PID    Reference Object                     Distance      Geod. Az  |
 DL7532|                                                           dddmmss.s |
 DL7532| DL7533 1380 BB                             APPROX. 1.5 KM 0001152.3 |
 DL7532|---------------------------------------------------------------------|
 DL7532
 DL7532                          SUPERSEDED SURVEY CONTROL
 DL7532
 DL7532  NAVD 88 (02/02/10)  280.00   (m)          918.6    (f) LEVELING    3  
 DL7532
 DL7532.Superseded values are not recommended for survey control.
 DL7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7532.See file dsdata.txt to determine how the superseded data were derived.
 DL7532
 DL7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076142524(NAD 83)
 DL7532
 DL7532_MARKER: I = METAL ROD
 DL7532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7532_STAMPING: 1380 BA 2009
 DL7532_MARK LOGO: MNDT  
 DL7532_PROJECTION: FLUSH
 DL7532_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7532+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2009
 DL7532_ROD/PIPE-DEPTH: 30.5 meters
 DL7532
 DL7532  HISTORY     - Date     Condition        Report By
 DL7532  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7532
 DL7532                          STATION DESCRIPTION
 DL7532
 DL7532'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7532'THE MARK IS 1.5 MILES NORTH NORTHWEST OF NORTH BRANCH, 1.8 MILES NORTH
 DL7532'ALONG INTERSTATE 35 FROM THE JUNCTION OF  INTERSTATE 35 AND TRUNK
 DL7532'HIGHWAY 95 IN NORTH BRANCH, AT INTERSTATE 35 MILEPOINT 149.7, 93 FEET
 DL7532'EAST OF NORTHBOUND INTERSTATE 35, 6.0 FEET WEST OF FENCE LINE, 2.0
 DL7532'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7533 ***********************************************************************
 DL7533  DESIGNATION -  1380 BB
 DL7533  PID         -  DL7533
 DL7533  STATE/COUNTY-  MN/CHISAGO
 DL7533  COUNTRY     -  US
 DL7533  USGS QUAD   -  NORTH BRANCH (1983)
 DL7533
 DL7533                         *CURRENT SURVEY CONTROL
 DL7533  ______________________________________________________________________
 DL7533* NAD 83(2007) POSITION- 45 32 58.94478(N) 092 59 24.62845(W)   ADJUSTED  
 DL7533* NAD 83(2007) ELLIP HT-   250.969 (meters)        (02/02/10)   ADJUSTED
 DL7533* NAD 83(2007) EPOCH   -  2002.00
 DL7533* NAVD 88 ORTHO HEIGHT -   279.027  (meters)     915.44  (feet) ADJUSTED  
 DL7533  ______________________________________________________________________
 DL7533  NAD 83(2007) X  -   -233,403.713 (meters)                     COMP
 DL7533  NAD 83(2007) Y  - -4,468,269.023 (meters)                     COMP
 DL7533  NAD 83(2007) Z  -  4,530,518.842 (meters)                     COMP
 DL7533  LAPLACE CORR    -          9.63  (seconds)                    DEFLEC09
 DL7533  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DL7533  DYNAMIC HEIGHT  -        279.019 (meters)      915.41  (feet) COMP
 DL7533  MODELED GRAVITY -    980,578.8   (mgal)                       NAVD 88
 DL7533
 DL7533  HORZ ORDER      -  FIRST
 DL7533  VERT ORDER      -  SECOND    CLASS I
 DL7533  ELLP ORDER      -  SECOND    CLASS I
 DL7533
 DL7533.The horizontal coordinates were established by GPS observations
 DL7533.and adjusted by the MN DEPT OF TRANSP in February 2010.
 DL7533
 DL7533.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7533.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7533
 DL7533.The horizontal coordinates are valid at the epoch date displayed above
 DL7533.which is a decimal equivalence of Year/Month/Day.
 DL7533
 DL7533.The orthometric height was determined by differential leveling and
 DL7533.adjusted in July 2011.
 DL7533
 DL7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7533
 DL7533.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7533
 DL7533.The ellipsoidal height was determined by GPS observations
 DL7533.and is referenced to NAD 83.
 DL7533
 DL7533.The dynamic height is computed by dividing the NAVD 88
 DL7533.geopotential number by the normal gravity value computed on the
 DL7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7533.degrees latitude (g = 980.6199 gals.).
 DL7533
 DL7533.The modeled gravity was interpolated from observed gravity values.
 DL7533
 DL7533. The following values were computed from the NAD 83(2007) position.
 DL7533
 DL7533;                    North         East     Units Scale Factor Converg.
 DL7533;SPC MN C     -   161,881.076   898,376.183   MT  1.00001518   +0 54 40.8
 DL7533;SPC MN C     -   531,104.83  2,947,422.53   sFT  1.00001518   +0 54 40.8
 DL7533;UTM  15      - 5,044,018.866   500,766.954   MT  0.99960001   +0 00 25.3
 DL7533
 DL7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7533!SPC MN C     -   0.99996066  x   1.00001518  =   0.99997583
 DL7533!UTM  15      -   0.99996066  x   0.99960001  =   0.99956068
 DL7533
 DL7533:                Primary Azimuth Mark                     Grid Az
 DL7533:SPC MN C     -  1380 BA                                  179 17 11.7
 DL7533:UTM  15      -  1380 BA                                  180 11 27.2
 DL7533
 DL7533|---------------------------------------------------------------------|
 DL7533| PID    Reference Object                     Distance      Geod. Az  |
 DL7533|                                                           dddmmss.s |
 DL7533| DL7532 1380 BA                             APPROX. 1.5 KM 1801152.5 |
 DL7533|---------------------------------------------------------------------|
 DL7533
 DL7533                          SUPERSEDED SURVEY CONTROL
 DL7533
 DL7533  NAVD 88 (02/02/10)  279.03   (m)          915.5    (f) LEVELING    3  
 DL7533
 DL7533.Superseded values are not recommended for survey control.
 DL7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7533.See file dsdata.txt to determine how the superseded data were derived.
 DL7533
 DL7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076644018(NAD 83)
 DL7533
 DL7533_MARKER: I = METAL ROD
 DL7533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7533_STAMPING: 1380 BB 2009
 DL7533_MARK LOGO: MNDT  
 DL7533_PROJECTION: FLUSH
 DL7533_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7533+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2009
 DL7533_ROD/PIPE-DEPTH: 24.4 meters
 DL7533
 DL7533  HISTORY     - Date     Condition        Report By
 DL7533  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7533
 DL7533                          STATION DESCRIPTION
 DL7533
 DL7533'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7533'THE MARK IS 2.5 MILES NORTH OF NORTH BRANCH, 2.7 MILES NORTH ALONG
 DL7533'INTERSTATE 35 FROM THE JUNCTION OF  INTERSTATE 35 AND TRUNK HIGHWAY 95
 DL7533'IN NORTH BRANCH, AT INTERSTATE 35 MILEPOINT 150.75, 95.8 FEET EAST OF
 DL7533'NORTHBOUND INTERSTATE 35, 4.4 FEET WEST OF FENCE LINE, 1.8 FEET WEST
 DL7533'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7534 ***********************************************************************
 DL7534  DESIGNATION -  1380 BC
 DL7534  PID         -  DL7534
 DL7534  STATE/COUNTY-  MN/CHISAGO
 DL7534  COUNTRY     -  US
 DL7534  USGS QUAD   -  NORTH BRANCH (1983)
 DL7534
 DL7534                         *CURRENT SURVEY CONTROL
 DL7534  ______________________________________________________________________
 DL7534* NAD 83(2007) POSITION- 45 33 48.87538(N) 092 59 24.48398(W)   ADJUSTED  
 DL7534* NAD 83(2007) ELLIP HT-   251.601 (meters)        (02/02/10)   ADJUSTED
 DL7534* NAD 83(2007) EPOCH   -  2002.00
 DL7534* NAVD 88 ORTHO HEIGHT -   279.654  (meters)     917.50  (feet) ADJUSTED  
 DL7534  ______________________________________________________________________
 DL7534  NAD 83(2007) X  -   -233,343.195 (meters)                     COMP
 DL7534  NAD 83(2007) Y  - -4,467,170.536 (meters)                     COMP
 DL7534  NAD 83(2007) Z  -  4,531,598.704 (meters)                     COMP
 DL7534  LAPLACE CORR    -          9.62  (seconds)                    DEFLEC09
 DL7534  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DL7534  DYNAMIC HEIGHT  -        279.646 (meters)      917.47  (feet) COMP
 DL7534  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DL7534
 DL7534  HORZ ORDER      -  FIRST
 DL7534  VERT ORDER      -  SECOND    CLASS I
 DL7534  ELLP ORDER      -  SECOND    CLASS I
 DL7534
 DL7534.The horizontal coordinates were established by GPS observations
 DL7534.and adjusted by the MN DEPT OF TRANSP in February 2010.
 DL7534
 DL7534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7534.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7534
 DL7534.The horizontal coordinates are valid at the epoch date displayed above
 DL7534.which is a decimal equivalence of Year/Month/Day.
 DL7534
 DL7534.The orthometric height was determined by differential leveling and
 DL7534.adjusted in July 2011.
 DL7534
 DL7534.Photographs are available for this station.
 DL7534
 DL7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7534
 DL7534.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7534
 DL7534.The ellipsoidal height was determined by GPS observations
 DL7534.and is referenced to NAD 83.
 DL7534
 DL7534.The dynamic height is computed by dividing the NAVD 88
 DL7534.geopotential number by the normal gravity value computed on the
 DL7534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7534.degrees latitude (g = 980.6199 gals.).
 DL7534
 DL7534.The modeled gravity was interpolated from observed gravity values.
 DL7534
 DL7534. The following values were computed from the NAD 83(2007) position.
 DL7534
 DL7534;                    North         East     Units Scale Factor Converg.
 DL7534;SPC MN C     -   163,422.457   898,354.797   MT  1.00001193   +0 54 40.9
 DL7534;SPC MN C     -   536,161.84  2,947,352.36   sFT  1.00001193   +0 54 40.9
 DL7534;UTM  15      - 5,045,559.755   500,769.897   MT  0.99960001   +0 00 25.4
 DL7534
 DL7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7534!SPC MN C     -   0.99996056  x   1.00001193  =   0.99997249
 DL7534!UTM  15      -   0.99996056  x   0.99960001  =   0.99956058
 DL7534
 DL7534:                Primary Azimuth Mark                     Grid Az
 DL7534:SPC MN C     -  1380 BB                                  179 12 18.4
 DL7534:UTM  15      -  1380 BB                                  180 06 33.9
 DL7534
 DL7534|---------------------------------------------------------------------|
 DL7534| PID    Reference Object                     Distance      Geod. Az  |
 DL7534|                                                           dddmmss.s |
 DL7534| DL7533 1380 BB                             APPROX. 1.5 KM 1800659.3 |
 DL7534|---------------------------------------------------------------------|
 DL7534
 DL7534                          SUPERSEDED SURVEY CONTROL
 DL7534
 DL7534  NAVD 88 (02/02/10)  279.65   (m)          917.5    (f) LEVELING    3  
 DL7534
 DL7534.Superseded values are not recommended for survey control.
 DL7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7534.See file dsdata.txt to determine how the superseded data were derived.
 DL7534
 DL7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0076945559(NAD 83)
 DL7534
 DL7534_MARKER: I = METAL ROD
 DL7534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7534_STAMPING: 1380 BC 2009
 DL7534_MARK LOGO: MNDT  
 DL7534_PROJECTION: FLUSH
 DL7534_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7534+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2009
 DL7534_ROD/PIPE-DEPTH: 16.8 meters
 DL7534
 DL7534  HISTORY     - Date     Condition        Report By
 DL7534  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7534
 DL7534                          STATION DESCRIPTION
 DL7534
 DL7534'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7534'THE MARK IS 1.5 MILES SOUTHWEST OF HARRIS, 1.0 MILE SOUTH ALONG
 DL7534'INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD
 DL7534'10(0.9 MILE SOUTHWEST OF HARRIS), AT INTERSTATE 35 MILEPOINT 151.6, 93
 DL7534'FEET EAST OF NORTHBOUND INTERSTATE 35, 6 FEET WEST OF FENCE LINE, 2.2
 DL7534'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5416 ***********************************************************************
 DM5416  DESIGNATION -  1380 BD
 DM5416  PID         -  DM5416
 DM5416  STATE/COUNTY-  MN/CHISAGO
 DM5416  COUNTRY     -  US
 DM5416  USGS QUAD   -  NORTH BRANCH (1983)
 DM5416
 DM5416                         *CURRENT SURVEY CONTROL
 DM5416  ______________________________________________________________________
 DM5416* NAD 83(1986) POSITION- 45 34 40.1    (N) 092 59 31.8    (W)   HD_HELD2  
 DM5416* NAVD 88 ORTHO HEIGHT -   281.050  (meters)     922.08  (feet) ADJUSTED  
 DM5416  ______________________________________________________________________
 DM5416  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DM5416  DYNAMIC HEIGHT  -        281.042 (meters)      922.05  (feet) COMP
 DM5416  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DM5416
 DM5416  VERT ORDER      -  SECOND    CLASS I
 DM5416
 DM5416.The horizontal coordinates were established by autonomous hand held GPS
 DM5416.observations and have an estimated accuracy of +/- 10 meters.
 DM5416.
 DM5416.The orthometric height was determined by differential leveling and
 DM5416.adjusted in July 2011.
 DM5416
 DM5416.The dynamic height is computed by dividing the NAVD 88
 DM5416.geopotential number by the normal gravity value computed on the
 DM5416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5416.degrees latitude (g = 980.6199 gals.).
 DM5416
 DM5416.The modeled gravity was interpolated from observed gravity values.
 DM5416
 DM5416;                    North         East    Units  Estimated Accuracy
 DM5416;SPC MN C     -   165,001.      898,171.      MT  (+/- 10 meters HH2 GPS)
 DM5416
 DM5416                          SUPERSEDED SURVEY CONTROL
 DM5416
 DM5416.No superseded survey control is available for this station.
 DM5416
 DM5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0061147140(NAD 83)
 DM5416
 DM5416_MARKER: DV = VERTICAL CONTROL DISK
 DM5416_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5416_SP_SET: BRIDGE ABUTMENT
 DM5416_STAMPING: 1380 BD 2009
 DM5416_MARK LOGO: MNDT  
 DM5416_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5416+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2009
 DM5416
 DM5416  HISTORY     - Date     Condition        Report By
 DM5416  HISTORY     - 20090309 MONUMENTED       MNDT
 DM5416
 DM5416                          STATION DESCRIPTION
 DM5416
 DM5416'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5416'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTH OF NORTH BRANCH AND
 DM5416'3.3 MI (5.3 KM) EAST OF STARK.
 DM5416' 
 DM5416'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND INTERSTATE
 DM5416'35 IN NORTH BRANCH, GO 4.8 MI (7.7 KM) NORTH ALONG INTERSTATE 35 TO
 DM5416'MILE POINT 152.6.
 DM5416' 
 DM5416'THE MARK IS FOUND IN THE ABUTMENT OF THE SOUTHEAST CORNER OF COUNTY
 DM5416'ROAD 10 BRIDGE NUMBER 13806 OVER INTERSTATE 35 AND 26 FT (7.9 M) SOUTH
 DM5416'OF COUNTY ROAD 10.
 DM5416' 
 DM5416'THE DISK WAS SET IN THE BRIDGE WHEN REMODELED IN 1992, THEN STAMPED
 DM5416'WHEN SURVEYED IN 2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7535 ***********************************************************************
 DL7535  DESIGNATION -  1380 BE
 DL7535  PID         -  DL7535
 DL7535  STATE/COUNTY-  MN/CHISAGO
 DL7535  COUNTRY     -  US
 DL7535  USGS QUAD   -  NORTH BRANCH (1983)
 DL7535
 DL7535                         *CURRENT SURVEY CONTROL
 DL7535  ______________________________________________________________________
 DL7535* NAD 83(2007) POSITION- 45 35 46.77210(N) 092 59 42.91235(W)   ADJUSTED  
 DL7535* NAD 83(2007) ELLIP HT-   253.969 (meters)        (02/02/10)   ADJUSTED
 DL7535* NAD 83(2007) EPOCH   -  2002.00
 DL7535* NAVD 88 ORTHO HEIGHT -   282.012  (meters)     925.23  (feet) ADJUSTED  
 DL7535  ______________________________________________________________________
 DL7535  NAD 83(2007) X  -   -233,606.546 (meters)                     COMP
 DL7535  NAD 83(2007) Y  - -4,464,555.103 (meters)                     COMP
 DL7535  NAD 83(2007) Z  -  4,534,148.066 (meters)                     COMP
 DL7535  LAPLACE CORR    -          9.48  (seconds)                    DEFLEC09
 DL7535  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 DL7535  DYNAMIC HEIGHT  -        282.004 (meters)      925.21  (feet) COMP
 DL7535  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DL7535
 DL7535  HORZ ORDER      -  FIRST
 DL7535  VERT ORDER      -  SECOND    CLASS I
 DL7535  ELLP ORDER      -  SECOND    CLASS I
 DL7535
 DL7535.The horizontal coordinates were established by GPS observations
 DL7535.and adjusted by the MN DEPT OF TRANSP in February 2010.
 DL7535
 DL7535.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7535.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7535
 DL7535.The horizontal coordinates are valid at the epoch date displayed above
 DL7535.which is a decimal equivalence of Year/Month/Day.
 DL7535
 DL7535.The orthometric height was determined by differential leveling and
 DL7535.adjusted in July 2011.
 DL7535
 DL7535.Photographs are available for this station.
 DL7535
 DL7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7535
 DL7535.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7535
 DL7535.The ellipsoidal height was determined by GPS observations
 DL7535.and is referenced to NAD 83.
 DL7535
 DL7535.The dynamic height is computed by dividing the NAVD 88
 DL7535.geopotential number by the normal gravity value computed on the
 DL7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7535.degrees latitude (g = 980.6199 gals.).
 DL7535
 DL7535.The modeled gravity was interpolated from observed gravity values.
 DL7535
 DL7535. The following values were computed from the NAD 83(2007) position.
 DL7535
 DL7535;                    North         East     Units Scale Factor Converg.
 DL7535;SPC MN C     -   167,055.522   897,897.543   MT  1.00000447   +0 54 27.6
 DL7535;SPC MN C     -   548,081.33  2,945,852.19   sFT  1.00000447   +0 54 27.6
 DL7535;UTM  15      - 5,049,198.098   500,370.201   MT  0.99960000   +0 00 12.2
 DL7535
 DL7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7535!SPC MN C     -   0.99996019  x   1.00000447  =   0.99996466
 DL7535!UTM  15      -   0.99996019  x   0.99960000  =   0.99956020
 DL7535
 DL7535:                Primary Azimuth Mark                     Grid Az
 DL7535:SPC MN C     -  1380 BF                                  006 47 12.3
 DL7535:UTM  15      -  1380 BF                                  007 41 27.7
 DL7535
 DL7535|---------------------------------------------------------------------|
 DL7535| PID    Reference Object                     Distance      Geod. Az  |
 DL7535|                                                           dddmmss.s |
 DL7535| DL7536 1380 BF                             APPROX. 1.3 KM 0074139.9 |
 DL7535|---------------------------------------------------------------------|
 DL7535
 DL7535                          SUPERSEDED SURVEY CONTROL
 DL7535
 DL7535  NAVD 88 (02/02/10)  282.01   (m)          925.2    (f) LEVELING    3  
 DL7535
 DL7535.Superseded values are not recommended for survey control.
 DL7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7535.See file dsdata.txt to determine how the superseded data were derived.
 DL7535
 DL7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0037049198(NAD 83)
 DL7535
 DL7535_MARKER: I = METAL ROD
 DL7535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7535_STAMPING: 1380 BE 2009
 DL7535_MARK LOGO: MNDT  
 DL7535_PROJECTION: RECESSED 5 CENTIMETERS
 DL7535_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7535+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2009
 DL7535_ROD/PIPE-DEPTH: 22.9 meters
 DL7535
 DL7535  HISTORY     - Date     Condition        Report By
 DL7535  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7535
 DL7535                          STATION DESCRIPTION
 DL7535
 DL7535'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7535'THE MARK IS 1.0 MILE NORTHWEST OF HARRIS, 1.3 MILES NORTH NORTHWEST
 DL7535'ALONG INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD
 DL7535'10(JUNCTION IS 0.9 MILE SOUTHWEST OF HARRIS), AT INTERSTATE 35
 DL7535'MILEPOINT 153.9, 50.6 FEET EAST SOUTHEAST OF NORTHBOUND INTERSTATE 35,
 DL7535'44.7 FEET NORTHWEST OF OFF RAMP TO REST AREA, 1.7 FEET WEST OF WITNESS
 DL7535'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7536 ***********************************************************************
 DL7536  DESIGNATION -  1380 BF
 DL7536  PID         -  DL7536
 DL7536  STATE/COUNTY-  MN/CHISAGO
 DL7536  COUNTRY     -  US
 DL7536  USGS QUAD   -  NORTH BRANCH (1983)
 DL7536
 DL7536                         *CURRENT SURVEY CONTROL
 DL7536  ______________________________________________________________________
 DL7536* NAD 83(2007) POSITION- 45 36 27.36813(N) 092 59 35.09789(W)   ADJUSTED  
 DL7536* NAD 83(2007) ELLIP HT-   251.535 (meters)        (02/02/10)   ADJUSTED
 DL7536* NAD 83(2007) EPOCH   -  2002.00
 DL7536* NAVD 88 ORTHO HEIGHT -   279.570  (meters)     917.22  (feet) ADJUSTED  
 DL7536  ______________________________________________________________________
 DL7536  NAD 83(2007) X  -   -233,390.554 (meters)                     COMP
 DL7536  NAD 83(2007) Y  - -4,463,667.935 (meters)                     COMP
 DL7536  NAD 83(2007) Z  -  4,535,023.240 (meters)                     COMP
 DL7536  LAPLACE CORR    -          9.55  (seconds)                    DEFLEC09
 DL7536  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DL7536  DYNAMIC HEIGHT  -        279.562 (meters)      917.20  (feet) COMP
 DL7536  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 DL7536
 DL7536  HORZ ORDER      -  FIRST
 DL7536  VERT ORDER      -  SECOND    CLASS I
 DL7536  ELLP ORDER      -  SECOND    CLASS I
 DL7536
 DL7536.The horizontal coordinates were established by GPS observations
 DL7536.and adjusted by the MN DEPT OF TRANSP in February 2010.
 DL7536
 DL7536.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7536.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7536
 DL7536.The horizontal coordinates are valid at the epoch date displayed above
 DL7536.which is a decimal equivalence of Year/Month/Day.
 DL7536
 DL7536.The orthometric height was determined by differential leveling and
 DL7536.adjusted in July 2011.
 DL7536
 DL7536.Photographs are available for this station.
 DL7536
 DL7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7536
 DL7536.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7536
 DL7536.The ellipsoidal height was determined by GPS observations
 DL7536.and is referenced to NAD 83.
 DL7536
 DL7536.The dynamic height is computed by dividing the NAVD 88
 DL7536.geopotential number by the normal gravity value computed on the
 DL7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7536.degrees latitude (g = 980.6199 gals.).
 DL7536
 DL7536.The modeled gravity was interpolated from observed gravity values.
 DL7536
 DL7536. The following values were computed from the NAD 83(2007) position.
 DL7536
 DL7536;                    North         East     Units Scale Factor Converg.
 DL7536;SPC MN C     -   168,311.383   898,047.001   MT  1.00000198   +0 54 33.3
 DL7536;SPC MN C     -   552,201.60  2,946,342.54   sFT  1.00000198   +0 54 33.3
 DL7536;UTM  15      - 5,050,450.939   500,539.392   MT  0.99960000   +0 00 17.8
 DL7536
 DL7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7536!SPC MN C     -   0.99996057  x   1.00000198  =   0.99996255
 DL7536!UTM  15      -   0.99996057  x   0.99960000  =   0.99956058
 DL7536
 DL7536:                Primary Azimuth Mark                     Grid Az
 DL7536:SPC MN C     -  1380 BE                                  186 47 12.2
 DL7536:UTM  15      -  1380 BE                                  187 41 27.7
 DL7536
 DL7536|---------------------------------------------------------------------|
 DL7536| PID    Reference Object                     Distance      Geod. Az  |
 DL7536|                                                           dddmmss.s |
 DL7536| DL7535 1380 BE                             APPROX. 1.3 KM 1874145.5 |
 DL7536|---------------------------------------------------------------------|
 DL7536
 DL7536                          SUPERSEDED SURVEY CONTROL
 DL7536
 DL7536  NAVD 88 (02/02/10)  279.57   (m)          917.2    (f) LEVELING    3  
 DL7536
 DL7536.Superseded values are not recommended for survey control.
 DL7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7536.See file dsdata.txt to determine how the superseded data were derived.
 DL7536
 DL7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0053950450(NAD 83)
 DL7536
 DL7536_MARKER: I = METAL ROD
 DL7536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7536_STAMPING: 1380 BF 2009
 DL7536_MARK LOGO: MNDT  
 DL7536_PROJECTION: FLUSH
 DL7536_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7536+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2009
 DL7536_ROD/PIPE-DEPTH: 19.8 meters
 DL7536
 DL7536  HISTORY     - Date     Condition        Report By
 DL7536  HISTORY     - 20090310 MONUMENTED       MNDT
 DL7536
 DL7536                          STATION DESCRIPTION
 DL7536
 DL7536'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL7536'THE MARK IS 1.5 MILES NORTHWEST OF HARRIS, 2.1 MILES NORTH ALONG
 DL7536'INTERSTATE 35 FROM THE JUNCTION OF INTERSTATE 35 AND COUNTY ROAD
 DL7536'10(WHICH IS 0.9 MILE SOUTHWEST OF HARRIS), AT INTERSTATE 35 MILEPOINT
 DL7536'154.70, 112 FEET EAST SOUTHEAST OF NORTHBOUND INTERSTATE 35, 6.9 FEET
 DL7536'WEST NORTHWEST OF FENCE LINE, 2.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0104 ***********************************************************************
 QO0104  DESIGNATION -  1380 C
 QO0104  PID         -  QO0104
 QO0104  STATE/COUNTY-  MN/CHISAGO
 QO0104  COUNTRY     -  US
 QO0104  USGS QUAD   -  STACY (1974)
 QO0104
 QO0104                         *CURRENT SURVEY CONTROL
 QO0104  ______________________________________________________________________
 QO0104* NAD 83(1986) POSITION- 45 23 37.29   (N) 092 59 37.40   (W)   HD_HELD1  
 QO0104* NAVD 88 ORTHO HEIGHT -   270.164  (meters)     886.36  (feet) ADJUSTED  
 QO0104  ______________________________________________________________________
 QO0104  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 QO0104  DYNAMIC HEIGHT  -        270.155 (meters)      886.33  (feet) COMP
 QO0104  MODELED GRAVITY -    980,575.3   (mgal)                       NAVD 88
 QO0104
 QO0104  VERT ORDER      -  SECOND    CLASS I
 QO0104
 QO0104.The horizontal coordinates were established by differentially corrected
 QO0104.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0104.
 QO0104.The orthometric height was determined by differential leveling and
 QO0104.adjusted in June 1991.
 QO0104
 QO0104.Photographs are available for this station.
 QO0104
 QO0104.The dynamic height is computed by dividing the NAVD 88
 QO0104.geopotential number by the normal gravity value computed on the
 QO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0104.degrees latitude (g = 980.6199 gals.).
 QO0104
 QO0104.The modeled gravity was interpolated from observed gravity values.
 QO0104
 QO0104;                    North         East    Units  Estimated Accuracy
 QO0104;SPC MN C     -   144,538.6     898,374.2     MT  (+/- 3 meters HH1 GPS) 
 QO0104
 QO0104                          SUPERSEDED SURVEY CONTROL
 QO0104
 QO0104  NGVD 29 (??/??/92)  270.112  (m)          886.19   (f) ADJ UNCH    2 1
 QO0104
 QO0104.Superseded values are not recommended for survey control.
 QO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0104.See file dsdata.txt to determine how the superseded data were derived.
 QO0104
 QO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0049126686(NAD 83)
 QO0104
 QO0104_MARKER: DD = SURVEY DISK
 QO0104_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0104_SP_SET: HEADWALL BOX CULVERT
 QO0104_STAMPING: 1380 C 1968
 QO0104_MARK LOGO: MNHD  
 QO0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0104+STABILITY: SURFACE MOTION
 QO0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0104+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0104
 QO0104  HISTORY     - Date     Condition        Report By
 QO0104  HISTORY     - 1966     MONUMENTED       MNHD
 QO0104  HISTORY     - 1975     GOOD             MNDT
 QO0104  HISTORY     - 20040822 GOOD             USPSQD
 QO0104  HISTORY     - 20070612 GOOD             MNDT
 QO0104
 QO0104                          STATION DESCRIPTION
 QO0104
 QO0104'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0104'0.25 MI S FROM STACY.
 QO0104'THE MARK IS LOCATED 0.25 MILE SOUTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0104'13802 (COUNTY ROAD 19 OVER FAI 35) AT STACY AND 4.15 MILES NORTH ALONG
 QO0104'FAI 35 FROM BRIDGE NUMBER 13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22
 QO0104'OVER FAI 35) AT WYOMING.  IT IS NEAR THE SOUTH END OF THE NORTHBOUND
 QO0104'EXIT RAMP TO COUNTY ROAD 19.  IT IS 54.0 FEET EAST OF AND ABOUT 5 FEET
 QO0104'LOWER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35 AT
 QO0104'MILEPOINT 139.75.  THE MARK IS SET IN THE SOUTHEAST CORNER (HEADWALL)
 QO0104'OF A 18 FOOT BY 9 FOOT CONCRETE BOX CULVERT (NORTH-BOUND FAI 35 OVER
 QO0104'WEST BRANCH SUNRISE RIVER).  NW 1/4 SECTION 32, T 34N, R 21W.
 QO0104
 QO0104                          STATION RECOVERY (2004)
 QO0104
 QO0104'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0104'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 QO0104
 QO0104                          STATION RECOVERY (2007)
 QO0104
 QO0104'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0104'0.25 MILES SOUTH FROM STACY, 0.25 MILES SOUTH OF COUNTY ROAD 19 AT
 QO0104'STACY, 4.15 MILES NORTH OF WYOMING, AT INTERSTATE HIGHWAY 35 MILEPOINT
 QO0104'139.75, NEAR SOUTH END OF NORTHBOUND INTERSTATE HIGHWAY 35 EXIT RAMP
 QO0104'TO COUNTY ROAD 19, 54 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0104'IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BOX CULVERT AT
 QO0104'WEST BRANCH OF SUNRISE RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0105 ***********************************************************************
 QO0105  DESIGNATION -  1380 D
 QO0105  PID         -  QO0105
 QO0105  STATE/COUNTY-  MN/CHISAGO
 QO0105  COUNTRY     -  US
 QO0105  USGS QUAD   -  STACY (1974)
 QO0105
 QO0105                         *CURRENT SURVEY CONTROL
 QO0105  ______________________________________________________________________
 QO0105* NAD 83(1986) POSITION- 45 23 48.60   (N) 092 59 40.02   (W)   HD_HELD1  
 QO0105* NAVD 88 ORTHO HEIGHT -   280.065  (meters)     918.85  (feet) ADJUSTED  
 QO0105  ______________________________________________________________________
 QO0105  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 QO0105  DYNAMIC HEIGHT  -        280.056 (meters)      918.82  (feet) COMP
 QO0105  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 QO0105
 QO0105  VERT ORDER      -  SECOND    CLASS I
 QO0105
 QO0105.The horizontal coordinates were established by differentially corrected
 QO0105.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0105.
 QO0105.The orthometric height was determined by differential leveling and
 QO0105.adjusted in June 1991.
 QO0105
 QO0105.Photographs are available for this station.
 QO0105
 QO0105.The dynamic height is computed by dividing the NAVD 88
 QO0105.geopotential number by the normal gravity value computed on the
 QO0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0105.degrees latitude (g = 980.6199 gals.).
 QO0105
 QO0105.The modeled gravity was interpolated from observed gravity values.
 QO0105
 QO0105;                    North         East    Units  Estimated Accuracy
 QO0105;SPC MN C     -   144,886.8     898,311.7     MT  (+/- 3 meters HH1 GPS) 
 QO0105
 QO0105                          SUPERSEDED SURVEY CONTROL
 QO0105
 QO0105  NGVD 29 (??/??/92)  280.013  (m)          918.68   (f) ADJ UNCH    2 1
 QO0105
 QO0105.Superseded values are not recommended for survey control.
 QO0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0105.See file dsdata.txt to determine how the superseded data were derived.
 QO0105
 QO0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0043427035(NAD 83)
 QO0105
 QO0105_MARKER: DD = SURVEY DISK
 QO0105_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0105_SP_SET: BRIDGE ABUTMENT
 QO0105_STAMPING: 1380 D 1968
 QO0105_MARK LOGO: MNHD  
 QO0105_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0105+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 QO0105
 QO0105  HISTORY     - Date     Condition        Report By
 QO0105  HISTORY     - 1968     MONUMENTED       MNHD
 QO0105  HISTORY     - 1975     GOOD             MNDT
 QO0105  HISTORY     - 20040822 GOOD             USPSQD
 QO0105  HISTORY     - 20070611 GOOD             MNDT
 QO0105
 QO0105                          STATION DESCRIPTION
 QO0105
 QO0105'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0105'IN STACY.
 QO0105'THE MARK IS LOCATED AT BRIDGE NUMBER 13802 (COUNTY ROAD 19 OVER FAI
 QO0105'35) AT STACY.  IT IS 4.4 MILES NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0105'13801 (TRUNK HIGHWAY 61 AND COUNTY ROAD 22 OVER FAI 35) AT WYOMING AND
 QO0105'8.15 MILES SOUTH ALONG FAI 35 FROM BRIDGE NUMBER 13804 (TRUNK HIGHWAY
 QO0105'95 OVER FAI 35) AT NORTH BRANCH.  IT IS AT FAI 35 MILEPOINT 139.75. IT
 QO0105'IS 18.7 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER OF
 QO0105'COUNTY ROAD 19.  THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 QO0105'BRIDGE NUMBER 13802.  NW 1/4 SECTION 32, T 34N, R 21W.
 QO0105
 QO0105                          STATION RECOVERY (2004)
 QO0105
 QO0105'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0105'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 QO0105
 QO0105                          STATION RECOVERY (2007)
 QO0105
 QO0105'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0105'AT STACY, AT INTERSTATE HIGHWAY 35 MILEPOINT 139.75, 4.4 MILES NORTH
 QO0105'OF TRUNK HIGHWAY 61 AND COUNTY ROAD 22 AT WYOMING, 18.7 FEET SOUTH OF
 QO0105'COUNTY ROAD 19, IN SOUTHEAST CORNER OF COUNTY ROAD 19 BRIDGE 13802
 QO0105'OVER INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0361 ***********************************************************************
 QO0361  DESIGNATION -  1380 F
 QO0361  PID         -  QO0361
 QO0361  STATE/COUNTY-  MN/CHISAGO
 QO0361  COUNTRY     -  US
 QO0361  USGS QUAD   -  NORTH BRANCH (1983)
 QO0361
 QO0361                         *CURRENT SURVEY CONTROL
 QO0361  ______________________________________________________________________
 QO0361* NAD 83(1986) POSITION- 45 30 36.68   (N) 092 59 33.96   (W)   HD_HELD1  
 QO0361* NAVD 88 ORTHO HEIGHT -   280.177  (meters)     919.21  (feet) ADJUSTED  
 QO0361  ______________________________________________________________________
 QO0361  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 QO0361  DYNAMIC HEIGHT  -        280.166 (meters)      919.18  (feet) COMP
 QO0361  MODELED GRAVITY -    980,570.3   (mgal)                       NAVD 88
 QO0361
 QO0361  VERT ORDER      -  SECOND    CLASS I
 QO0361
 QO0361.The horizontal coordinates were established by differentially corrected
 QO0361.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0361.
 QO0361.The orthometric height was determined by differential leveling and
 QO0361.adjusted in June 1991.
 QO0361
 QO0361.Photographs are available for this station.
 QO0361
 QO0361.The dynamic height is computed by dividing the NAVD 88
 QO0361.geopotential number by the normal gravity value computed on the
 QO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0361.degrees latitude (g = 980.6199 gals.).
 QO0361
 QO0361.The modeled gravity was interpolated from observed gravity values.
 QO0361
 QO0361;                    North         East    Units  Estimated Accuracy
 QO0361;SPC MN C     -   157,486.2     898,243.5     MT  (+/- 3 meters HH1 GPS) 
 QO0361
 QO0361                          SUPERSEDED SURVEY CONTROL
 QO0361
 QO0361  NGVD 29 (??/??/92)  280.112  (m)          919.00   (f) ADJ UNCH    2 1
 QO0361
 QO0361.Superseded values are not recommended for survey control.
 QO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0361.See file dsdata.txt to determine how the superseded data were derived.
 QO0361
 QO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0056539628(NAD 83)
 QO0361
 QO0361_MARKER: DB = BENCH MARK DISK
 QO0361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0361_SP_SET: BRIDGE ABUTMENT
 QO0361_STAMPING: 1380 F 1968
 QO0361_MARK LOGO: MNHD  
 QO0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0361+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0361
 QO0361  HISTORY     - Date     Condition        Report By
 QO0361  HISTORY     - 1968     MONUMENTED       MNHD
 QO0361  HISTORY     - 1976     GOOD             MNDT
 QO0361  HISTORY     - 1985     GOOD             USPSQD
 QO0361  HISTORY     - 20050430 GOOD             USPSQD
 QO0361  HISTORY     - 20051103 GOOD             MNDT
 QO0361  HISTORY     - 20070612 GOOD             MNDT
 QO0361  HISTORY     - 20090303 GOOD             MNDT
 QO0361
 QO0361                          STATION DESCRIPTION
 QO0361
 QO0361'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0361'IN NORTH BRANCH.
 QO0361'THE MARK IS LOCATED AT THE INTERCHANGE OF TH 95 AND FAI 35 AT THE WEST
 QO0361'EDGE OF NORTH BRANCH.  IT IS 19.0 FEET SOUTH OF AND ABOUT 0.5 FEET
 QO0361'HIGHER THAN THE CENTERLINE OF TH 95.  THE MARK, A STANDARD MNHD BENCH
 QO0361'MARK (BM) DISK, IS CEMENTED INTO A DRILL HOLE IN THE SOUTHEAST
 QO0361'ABUTMENT OF BRIDGE NO. 13804 (T.H. 95 OVER FAI 35) AT FAI 35 MILEPOINT
 QO0361'147.9.  NW1/4SECTION 20, T 35N, R 21W.
 QO0361
 QO0361                          STATION RECOVERY (1985)
 QO0361
 QO0361'RECOVERY NOTE BY US POWER SQUADRON 1985
 QO0361'BENCH MARK IS SOUTHEAST CORNER OF MN HWY. BRIDGE 95 OVER IS 35.
 QO0361
 QO0361                          STATION RECOVERY (2005)
 QO0361
 QO0361'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0361'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 QO0361
 QO0361                          STATION RECOVERY (2005)
 QO0361
 QO0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 QO0361'RECOVERED AS DESCRIBED.
 QO0361
 QO0361                          STATION RECOVERY (2007)
 QO0361
 QO0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0361'AT NORTH BRANCH, AT INTERSTATE HIGHWAY 35 MILEPOINT 147.9, THE MARK IS
 QO0361'LOCATED AT THE INTERCHANGE OF TRUNK HIGHWAY 95 AND INTERSTATE HIGHWAY
 QO0361'35 AT WEST EDGE OF NORTH BRANCH, 19 FEET SOUTH OF TRUNK HIGHWAY 95, IN
 QO0361'SOUTHEAST CORNER OF TRUNK HIGHWAY 95 BRIDGE 13804 OVER INTERSTATE
 QO0361'HIGHWAY 35.
 QO0361
 QO0361                          STATION RECOVERY (2009)
 QO0361
 QO0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0277 ***********************************************************************
 QO0277  DESIGNATION -  1380 J
 QO0277  PID         -  QO0277
 QO0277  STATE/COUNTY-  MN/CHISAGO
 QO0277  COUNTRY     -  US
 QO0277  USGS QUAD   -  NORTH BRANCH (1983)
 QO0277
 QO0277                         *CURRENT SURVEY CONTROL
 QO0277  ______________________________________________________________________
 QO0277* NAD 83(1986) POSITION- 45 34 51.4    (N) 092 59 32.6    (W)   HD_HELD2  
 QO0277* NAVD 88 ORTHO HEIGHT -   272.387  (meters)     893.66  (feet) ADJUSTED  
 QO0277  ______________________________________________________________________
 QO0277  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO0277  DYNAMIC HEIGHT  -        272.379 (meters)      893.63  (feet) COMP
 QO0277  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 QO0277
 QO0277  VERT ORDER      -  SECOND    CLASS 0
 QO0277
 QO0277.The horizontal coordinates were established by autonomous hand held GPS
 QO0277.observations and have an estimated accuracy of +/- 10 meters.
 QO0277.
 QO0277.The orthometric height was determined by differential leveling and
 QO0277.adjusted in June 1991.
 QO0277
 QO0277.Photographs are available for this station.
 QO0277
 QO0277.The dynamic height is computed by dividing the NAVD 88
 QO0277.geopotential number by the normal gravity value computed on the
 QO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0277.degrees latitude (g = 980.6199 gals.).
 QO0277
 QO0277.The modeled gravity was interpolated from observed gravity values.
 QO0277
 QO0277;                    North         East    Units  Estimated Accuracy
 QO0277;SPC MN C     -   165,350.      898,148.      MT  (+/- 10 meters HH2 GPS)
 QO0277
 QO0277                          SUPERSEDED SURVEY CONTROL
 QO0277
 QO0277  NGVD 29 (??/??/92)  272.322  (m)          893.44   (f) ADJ UNCH    2 0
 QO0277
 QO0277.Superseded values are not recommended for survey control.
 QO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0277.See file dsdata.txt to determine how the superseded data were derived.
 QO0277
 QO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0059347489(NAD 83)
 QO0277
 QO0277_MARKER: DB = BENCH MARK DISK
 QO0277_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0277_SP_SET: HEADWALL BOX CULVERT
 QO0277_STAMPING: 1380 J 1968
 QO0277_MARK LOGO: MNHD  
 QO0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0277+STABILITY: SURFACE MOTION
 QO0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0277+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0277
 QO0277  HISTORY     - Date     Condition        Report By
 QO0277  HISTORY     - 1968     MONUMENTED       MNHD
 QO0277  HISTORY     - 1975     GOOD             MNDT
 QO0277  HISTORY     - 20070613 GOOD             MNDT
 QO0277  HISTORY     - 20090303 GOOD             MNDT
 QO0277
 QO0277                          STATION DESCRIPTION
 QO0277
 QO0277'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0277'0.8 MI W FROM HARRIS.
 QO0277'IT IS LOCATED ABOUT 0.2 MILE NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0277'13806 (COUNTY ROAD 10 OVER FAI 35) AND IS AT MILEPOINT 152.8.  IT IS
 QO0277'73.7 FEET EAST OF AND ABOUT 10 FEET LOWER THAN THE CENTERLINE OF THE
 QO0277'NORTHBOUND LANE OF FAI 35.  IT IS SET IN THE SOUTHEAST CORNER
 QO0277'(HEADWALL) OF A 12 FOOT BY 12 FOOT BOX CULVERT (GOOSE CREEK UNDER FAI
 QO0277'35) AT THE NORTH END OF THE ENTRANCE RAMP (COUNTY ROAD 10 TO FAI 35
 QO0277'NORTHBOUND).  NW 1/4, SEC 29, T 29N, R 21W.
 QO0277
 QO0277                          STATION RECOVERY (2007)
 QO0277
 QO0277'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0277'0.8 MILES WEST OF HARRIS, 0.2 MILES NORTH OF COUNTY ROAD 10 AT
 QO0277'MILEPOINT 152.8, 73.7 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35,
 QO0277'IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BOX CULVERT AT
 QO0277'GOOSE CREEK, AT NORTH END OF COUNTY ROAD 10 ENTRANCE RAMP TO
 QO0277'NORTHBOUND INTERSTATE HIGHWAY 35.
 QO0277
 QO0277                          STATION RECOVERY (2009)
 QO0277
 QO0277'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0278 ***********************************************************************
 QO0278  DESIGNATION -  1380 K
 QO0278  PID         -  QO0278
 QO0278  STATE/COUNTY-  MN/CHISAGO
 QO0278  COUNTRY     -  US
 QO0278  USGS QUAD   -  NORTH BRANCH (1983)
 QO0278
 QO0278                         *CURRENT SURVEY CONTROL
 QO0278  ______________________________________________________________________
 QO0278* NAD 83(1986) POSITION- 45 35 05.7    (N) 092 59 34.0    (W)   HD_HELD2  
 QO0278* NAVD 88 ORTHO HEIGHT -   273.218  (meters)     896.38  (feet) ADJUSTED  
 QO0278  ______________________________________________________________________
 QO0278  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO0278  DYNAMIC HEIGHT  -        273.210 (meters)      896.36  (feet) COMP
 QO0278  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 QO0278
 QO0278  VERT ORDER      -  SECOND    CLASS I
 QO0278
 QO0278.The horizontal coordinates were established by autonomous hand held GPS
 QO0278.observations and have an estimated accuracy of +/- 10 meters.
 QO0278.
 QO0278.The orthometric height was determined by differential leveling and
 QO0278.adjusted in June 1991.
 QO0278
 QO0278.Photographs are available for this station.
 QO0278
 QO0278.The dynamic height is computed by dividing the NAVD 88
 QO0278.geopotential number by the normal gravity value computed on the
 QO0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0278.degrees latitude (g = 980.6199 gals.).
 QO0278
 QO0278.The modeled gravity was interpolated from observed gravity values.
 QO0278
 QO0278;                    North         East    Units  Estimated Accuracy
 QO0278;SPC MN C     -   165,791.      898,111.      MT  (+/- 10 meters HH2 GPS)
 QO0278
 QO0278                          SUPERSEDED SURVEY CONTROL
 QO0278
 QO0278  NGVD 29 (??/??/92)  273.152  (m)          896.17   (f) ADJ UNCH    2 0
 QO0278
 QO0278.Superseded values are not recommended for survey control.
 QO0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0278.See file dsdata.txt to determine how the superseded data were derived.
 QO0278
 QO0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0056347930(NAD 83)
 QO0278
 QO0278_MARKER: DB = BENCH MARK DISK
 QO0278_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0278_SP_SET: BOX CULVERT HEADWALL
 QO0278_STAMPING: 1380 K 1968
 QO0278_MARK LOGO: MNHD  
 QO0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0278+STABILITY: SURFACE MOTION
 QO0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0278+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0278
 QO0278  HISTORY     - Date     Condition        Report By
 QO0278  HISTORY     - 1968     MONUMENTED       MNHD
 QO0278  HISTORY     - 1975     GOOD             MNDT
 QO0278  HISTORY     - 20070613 GOOD             MNDT
 QO0278  HISTORY     - 20090303 GOOD             MNDT
 QO0278
 QO0278                          STATION DESCRIPTION
 QO0278
 QO0278'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0278'0.8 MI W FROM HARRIS.
 QO0278'IT IS LOCATED ABOUT 0.5 MILE NORTH ALONG FAI 35 FROM BRIDGE NUMBER
 QO0278'13806 (COUNTY ROAD 10 OVER FAI 35), AND IS AT MILEPOINT 153.05.  IT IS
 QO0278'74.0 FEET EAST OF AND ABOUT 15 FEET LOWER THAN THE CENTERLINE OF THE
 QO0278'NORTH-BOUND LANE OF FAI 35 AND IS SET IN THE SOUTHEAST HEADWALL OF 14
 QO0278'FOOT BY 12 FOOT BOX CULVERT (FAI 35 OVER GOOSE CREEK).  NW 1/4, SEC
 QO0278'29, T 36N, R 21W.
 QO0278
 QO0278                          STATION RECOVERY (2007)
 QO0278
 QO0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0278'0.8 MILES WEST OF HARRIS, 0.5 MILES NORTH OF COUNTY ROAD 10 AT
 QO0278'MILEPOINT 153.05, 74 FEET EAST OF NORTHBOUND INTERSTATE HIGHWAY 35, IN
 QO0278'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BOX CULVERT AT
 QO0278'GOOSE CREEK. 4.0 FEET EAST OF FENCE POST.
 QO0278
 QO0278                          STATION RECOVERY (2009)
 QO0278
 QO0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0278'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0267 ***********************************************************************
 QO0267  DESIGNATION -  1380 L
 QO0267  PID         -  QO0267
 QO0267  STATE/COUNTY-  MN/CHISAGO
 QO0267  COUNTRY     -  US
 QO0267  USGS QUAD   -  NORTH BRANCH (1983)
 QO0267
 QO0267                         *CURRENT SURVEY CONTROL
 QO0267  ______________________________________________________________________
 QO0267* NAD 83(1986) POSITION- 45 36 55.11   (N) 092 59 31.05   (W)   HD_HELD1  
 QO0267* NAVD 88 ORTHO HEIGHT -   286.574  (meters)     940.20  (feet) ADJUSTED  
 QO0267  ______________________________________________________________________
 QO0267  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 QO0267  DYNAMIC HEIGHT  -        286.566 (meters)      940.18  (feet) COMP
 QO0267  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 QO0267
 QO0267  VERT ORDER      -  SECOND    CLASS I
 QO0267
 QO0267.The horizontal coordinates were established by differentially corrected
 QO0267.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0267.
 QO0267.The orthometric height was determined by differential leveling and
 QO0267.adjusted in June 1991.
 QO0267
 QO0267.Photographs are available for this station.
 QO0267
 QO0267.The dynamic height is computed by dividing the NAVD 88
 QO0267.geopotential number by the normal gravity value computed on the
 QO0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0267.degrees latitude (g = 980.6199 gals.).
 QO0267
 QO0267.The modeled gravity was interpolated from observed gravity values.
 QO0267
 QO0267;                    North         East    Units  Estimated Accuracy
 QO0267;SPC MN C     -   169,169.2     898,121.1     MT  (+/- 3 meters HH1 GPS) 
 QO0267
 QO0267                          SUPERSEDED SURVEY CONTROL
 QO0267
 QO0267  NGVD 29 (??/??/92)  286.511  (m)          939.99   (f) ADJ UNCH    2 0
 QO0267
 QO0267.Superseded values are not recommended for survey control.
 QO0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0267.See file dsdata.txt to determine how the superseded data were derived.
 QO0267
 QO0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0062651307(NAD 83)
 QO0267
 QO0267_MARKER: DB = BENCH MARK DISK
 QO0267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0267_SP_SET: BRIDGE ABUTMENT
 QO0267_STAMPING: 1380 L 1968
 QO0267_MARK LOGO: MNHD  
 QO0267_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0267+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 QO0267
 QO0267  HISTORY     - Date     Condition        Report By
 QO0267  HISTORY     - 1968     MONUMENTED       MNHD
 QO0267  HISTORY     - 1975     GOOD             MNDT
 QO0267  HISTORY     - 20070613 GOOD             MNDT
 QO0267  HISTORY     - 20090303 GOOD             MNDT
 QO0267
 QO0267                          STATION DESCRIPTION
 QO0267
 QO0267'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0267'2.5 MI NW FROM HARRIS.
 QO0267'LOCATED ABOUT 2.5 MILES NORTHWEST OF HARRIS.  IT IS 18.0 FEET SOUTH OF
 QO0267'AND ABOUT 0.5 FOOT HIGHER THAN COUNTY ROAD 9 AND IS SET IN THE
 QO0267'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 13807 (COUNTY ROAD 9 OVER
 QO0267'FAI 35).
 QO0267
 QO0267                          STATION RECOVERY (2007)
 QO0267
 QO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0267'2.5 MILES NORTHWEST OF HARRIS, 18 FEET SOUTH OF COUNTY ROAD 9, IN
 QO0267'SOUTHEAST CORNER OF COUNTY ROAD 9 BRIDGE 13807 OVER INTERSTATE HIGHWAY
 QO0267'35.
 QO0267
 QO0267                          STATION RECOVERY (2009)
 QO0267
 QO0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0372 ***********************************************************************
 QO0372  DESIGNATION -  1380 M
 QO0372  PID         -  QO0372
 QO0372  STATE/COUNTY-  MN/CHISAGO
 QO0372  COUNTRY     -  US
 QO0372  USGS QUAD   -  RUSH CITY (1983)
 QO0372
 QO0372                         *CURRENT SURVEY CONTROL
 QO0372  ______________________________________________________________________
 QO0372* NAD 83(1986) POSITION- 45 40 50.41   (N) 092 59 24.25   (W)   HD_HELD1  
 QO0372* NAVD 88 ORTHO HEIGHT -   278.733  (meters)     914.48  (feet) ADJUSTED  
 QO0372  ______________________________________________________________________
 QO0372  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 QO0372  DYNAMIC HEIGHT  -        278.726 (meters)      914.45  (feet) COMP
 QO0372  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 QO0372
 QO0372  VERT ORDER      -  SECOND    CLASS I
 QO0372
 QO0372.The horizontal coordinates were established by differentially corrected
 QO0372.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0372.
 QO0372.The orthometric height was determined by differential leveling and
 QO0372.adjusted in June 1991.
 QO0372
 QO0372.Photographs are available for this station.
 QO0372
 QO0372.The dynamic height is computed by dividing the NAVD 88
 QO0372.geopotential number by the normal gravity value computed on the
 QO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0372.degrees latitude (g = 980.6199 gals.).
 QO0372
 QO0372.The modeled gravity was interpolated from observed gravity values.
 QO0372
 QO0372;                    North         East    Units  Estimated Accuracy
 QO0372;SPC MN C     -   176,435.0     898,152.9     MT  (+/- 3 meters HH1 GPS) 
 QO0372
 QO0372                          SUPERSEDED SURVEY CONTROL
 QO0372
 QO0372  NGVD 29 (??/??/92)  278.668  (m)          914.26   (f) ADJ UNCH    2 1
 QO0372
 QO0372.Superseded values are not recommended for survey control.
 QO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0372.See file dsdata.txt to determine how the superseded data were derived.
 QO0372
 QO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0077358568(NAD 83)
 QO0372
 QO0372_MARKER: DB = BENCH MARK DISK
 QO0372_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0372_SP_SET: HEADWALL BOX CULVERT
 QO0372_STAMPING: 1380 M 1968
 QO0372_MARK LOGO: MNHD  
 QO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0372+STABILITY: SURFACE MOTION
 QO0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0372+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0372
 QO0372  HISTORY     - Date     Condition        Report By
 QO0372  HISTORY     - 1968     MONUMENTED       MNHD
 QO0372  HISTORY     - 1976     GOOD             MNDT
 QO0372  HISTORY     - 20070614 GOOD             MNDT
 QO0372
 QO0372                          STATION DESCRIPTION
 QO0372
 QO0372'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO0372'1.0 MI W FROM RUSH CITY.
 QO0372'THE MARK IS LOCATED ABOUT .25 MILE SOUTH ALONG FAI 35 FROM BRIDGE
 QO0372'NUMBER 13808 (TRUNK HIGHWAY 361 AND COUNTY ROAD 1 OVER FAI 35) WHICH
 QO0372'IS ABOUT 1 MILE WEST OF RUSH CITY.  IT IS 58.0 FEET EAST AND ABOUT 5
 QO0372'FEET LOWER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF FAI 35.  IT
 QO0372'IS SET IN THE SOUTHEAST CORNER OF THE HEADWALL OF A 26 FOOT BY 9 FOOT
 QO0372'DOUBLE BOX CULVERT (FAI 35 OVER RUSH CREEK).  NE1/4 SECTION 20, T 37N,
 QO0372'R 21W.
 QO0372
 QO0372                          STATION RECOVERY (2007)
 QO0372
 QO0372'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0372'1.0 MILES WEST OF RUSH CITY, 0.25 MILES SOUTH OF TRUNK HIGHWAY
 QO0372'361-COUNTY ROAD 1 BRIDGE, 58 FEET EAST OF NORTHBOUND INTERSTATE
 QO0372'HIGHWAY 35, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 QO0372'BOX CULVERT AT RUSH CREEK. 1.0 FEET EAST OF FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0251 ***********************************************************************
 QO0251  DESIGNATION -  1380 P
 QO0251  PID         -  QO0251
 QO0251  STATE/COUNTY-  MN/CHISAGO
 QO0251  COUNTRY     -  US
 QO0251  USGS QUAD   -  RUSH CITY (1983)
 QO0251
 QO0251                         *CURRENT SURVEY CONTROL
 QO0251  ______________________________________________________________________
 QO0251* NAD 83(1986) POSITION- 45 43 00.04   (N) 092 59 30.47   (W)   HD_HELD1  
 QO0251* NAVD 88 ORTHO HEIGHT -   293.696  (meters)     963.57  (feet) ADJUSTED  
 QO0251  ______________________________________________________________________
 QO0251  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 QO0251  DYNAMIC HEIGHT  -        293.689 (meters)      963.54  (feet) COMP
 QO0251  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 QO0251
 QO0251  VERT ORDER      -  SECOND    CLASS 0
 QO0251
 QO0251.The horizontal coordinates were established by differentially corrected
 QO0251.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0251.
 QO0251.The orthometric height was determined by differential leveling and
 QO0251.adjusted in June 1991.
 QO0251
 QO0251.Photographs are available for this station.
 QO0251
 QO0251.The dynamic height is computed by dividing the NAVD 88
 QO0251.geopotential number by the normal gravity value computed on the
 QO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0251.degrees latitude (g = 980.6199 gals.).
 QO0251
 QO0251.The modeled gravity was interpolated from observed gravity values.
 QO0251
 QO0251;                    North         East    Units  Estimated Accuracy
 QO0251;SPC MN C     -   180,434.5     897,954.7     MT  (+/- 3 meters HH1 GPS) 
 QO0251
 QO0251                          SUPERSEDED SURVEY CONTROL
 QO0251
 QO0251  NGVD 29 (??/??/92)  293.639  (m)          963.38   (f) ADJ UNCH    2 0
 QO0251
 QO0251.Superseded values are not recommended for survey control.
 QO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0251.See file dsdata.txt to determine how the superseded data were derived.
 QO0251
 QO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0063862569(NAD 83)
 QO0251
 QO0251_MARKER: DD = SURVEY DISK
 QO0251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0251_SP_SET: BRIDGE ABUTMENT
 QO0251_STAMPING: 1380 P 1968
 QO0251_MARK LOGO: MNHD  
 QO0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0251+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0251
 QO0251  HISTORY     - Date     Condition        Report By
 QO0251  HISTORY     - 1968     MONUMENTED       MNHD
 QO0251  HISTORY     - 1975     GOOD             MNDT
 QO0251  HISTORY     - 19950923 GOOD             USPSQD
 QO0251  HISTORY     - 20070614 GOOD             MNDT
 QO0251
 QO0251                          STATION DESCRIPTION
 QO0251
 QO0251'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0251'2.5 MI NW FROM RUSH CITY.
 QO0251'IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 13810
 QO0251'(COUNTY ROAD 3 OVER FAI 35), AND IS 18.9 FEET SOUTH OF AND 0.5 FOOT
 QO0251'HIGHER THAN THE CENTER OF COUNTY ROAD 3.  NE 1/4, SEC 8, T 37N, R 21W.
 QO0251
 QO0251                          STATION RECOVERY (1995)
 QO0251
 QO0251'RECOVERY NOTE BY US POWER SQUADRON 1995
 QO0251'RECOVERED IN GOOD CONDITION.
 QO0251
 QO0251                          STATION RECOVERY (2007)
 QO0251
 QO0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0251'2.5 MILES NORTHWEST OF RUSH CITY, IN SOUTHEAST CORNER OF COUNTY ROAD 3
 QO0251'BRIDGE 13810 OVER INTERSTATE HIGHWAY 35, 18.9 FEET SOUTH OF COUNTY
 QO0251'ROAD 3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0428 ***********************************************************************
 SH0428  DESIGNATION -  1382.31
 SH0428  PID         -  SH0428
 SH0428  STATE/COUNTY-  MN/ST LOUIS
 SH0428  COUNTRY     -  US
 SH0428  USGS QUAD   -  ELY (1986)
 SH0428
 SH0428                         *CURRENT SURVEY CONTROL
 SH0428  ______________________________________________________________________
 SH0428* NAD 83(1986) POSITION- 47 54 04.     (N) 091 50 26.     (W)   SCALED    
 SH0428* NAVD 88 ORTHO HEIGHT -   431.981  (meters)    1417.26  (feet) ADJUSTED  
 SH0428  ______________________________________________________________________
 SH0428  GEOID HEIGHT    -        -30.79  (meters)                     GEOID09
 SH0428  DYNAMIC HEIGHT  -        432.042 (meters)     1417.46  (feet) COMP
 SH0428  MODELED GRAVITY -    980,740.5   (mgal)                       NAVD 88
 SH0428
 SH0428  VERT ORDER      -  SECOND    CLASS 0
 SH0428
 SH0428.The horizontal coordinates were scaled from a topographic map and have
 SH0428.an estimated accuracy of +/- 6 seconds.
 SH0428.
 SH0428.The orthometric height was determined by differential leveling and
 SH0428.adjusted in June 1991.
 SH0428
 SH0428.The dynamic height is computed by dividing the NAVD 88
 SH0428.geopotential number by the normal gravity value computed on the
 SH0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0428.degrees latitude (g = 980.6199 gals.).
 SH0428
 SH0428.The modeled gravity was interpolated from observed gravity values.
 SH0428
 SH0428;                    North         East    Units  Estimated Accuracy
 SH0428;SPC MN N     -   256,530.      894,150.      MT  (+/- 180 meters Scaled)
 SH0428
 SH0428                          SUPERSEDED SURVEY CONTROL
 SH0428
 SH0428  NGVD 29 (??/??/92)  431.747  (m)         1416.49   (f) ADJ UNCH    2 0
 SH0428
 SH0428.Superseded values are not recommended for survey control.
 SH0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0428.See file dsdata.txt to determine how the superseded data were derived.
 SH0428
 SH0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP866059(NAD 83)
 SH0428
 SH0428_MARKER: Q = CHISELED SQUARE
 SH0428_SETTING: 66 = SET IN ROCK OUTCROP
 SH0428_SP_SET: ROCK
 SH0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0428+STABILITY: POSITION/ELEVATION WELL
 SH0428
 SH0428  HISTORY     - Date     Condition        Report By
 SH0428  HISTORY     - UNK      MONUMENTED       CGS
 SH0428  HISTORY     - 1934     GOOD             CGS
 SH0428
 SH0428                          STATION DESCRIPTION
 SH0428
 SH0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SH0428'IN ELY.
 SH0428'IN TOWN, AT THE NE EDGE OF, ON STATION HWY. 35, 100 FT. E OF CITY
 SH0428'LIMITS 95 FT. N OF JUNCTION OF STATE HWYS. 35 AND 88, ON W SIDE
 SH0428'OF HWY. 88, TOP OF LARGE GRANITE ROCK, CHISELED SQUARE, MARKED
 SH0428'1382.31.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0054 ***********************************************************************
 PP0054  DESIGNATION -  139 CAP
 PP0054  PID         -  PP0054
 PP0054  STATE/COUNTY-  MN/WABASHA
 PP0054  COUNTRY     -  US
 PP0054  USGS QUAD   -  WABASHA NORTH (1974)
 PP0054
 PP0054                         *CURRENT SURVEY CONTROL
 PP0054  ______________________________________________________________________
 PP0054* NAD 83(1986) POSITION- 44 23 23.     (N) 092 03 32.     (W)   SCALED    
 PP0054* NAVD 88 ORTHO HEIGHT -   209.958  (meters)     688.84  (feet) ADJUSTED  
 PP0054  ______________________________________________________________________
 PP0054  GEOID HEIGHT    -        -30.37  (meters)                     GEOID09
 PP0054  DYNAMIC HEIGHT  -        209.929 (meters)      688.74  (feet) COMP
 PP0054  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 PP0054
 PP0054  VERT ORDER      -  FIRST     CLASS I
 PP0054
 PP0054.The horizontal coordinates were scaled from a topographic map and have
 PP0054.an estimated accuracy of +/- 6 seconds.
 PP0054.
 PP0054.The orthometric height was determined by differential leveling and
 PP0054.adjusted in June 1991.
 PP0054
 PP0054.The dynamic height is computed by dividing the NAVD 88
 PP0054.geopotential number by the normal gravity value computed on the
 PP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0054.degrees latitude (g = 980.6199 gals.).
 PP0054
 PP0054.The modeled gravity was interpolated from observed gravity values.
 PP0054
 PP0054;                    North         East    Units  Estimated Accuracy
 PP0054;SPC MN S     -   256,250.      954,640.      MT  (+/- 180 meters Scaled)
 PP0054
 PP0054                          SUPERSEDED SURVEY CONTROL
 PP0054
 PP0054  NGVD 29 (??/??/92)  209.944  (m)          688.79   (f) ADJ UNCH    1 1
 PP0054
 PP0054.Superseded values are not recommended for survey control.
 PP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0054.See file dsdata.txt to determine how the superseded data were derived.
 PP0054
 PP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK749155(NAD 83)
 PP0054
 PP0054_MARKER: P = PIPE CAP
 PP0054_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0054_STAMPING: 44 23 01 92 01 54
 PP0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0054
 PP0054  HISTORY     - Date     Condition        Report By
 PP0054  HISTORY     - UNK      MONUMENTED       MRC
 PP0054  HISTORY     - 1970     GOOD             NGS
 PP0054  HISTORY     - 20010331 GOOD             NGS
 PP0054
 PP0054                          STATION DESCRIPTION
 PP0054
 PP0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0054'2.75 MI NW FROM WABASHA.
 PP0054'ABOUT 0.4 MILE SOUTHWEST ALONG PEMBROKE AVENUE FROM THE POST OFFICE AT
 PP0054'WABASHA, THENCE 0.5 MILE WEST ALONG U.S. HIGHWAY 61, THENCE 1.85 MILES
 PP0054'NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL, AND PACIFIC
 PP0054'RAILROAD, 0.25 MILE SOUTHEAST OF MILEPOST 343, 81 FEET SOUTHWEST AND
 PP0054'ACROSS COUNTY ROAD 77 FROM THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK,
 PP0054'35 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 54 1/2 FEET
 PP0054'SOUTHEAST OF THE EAST CORNER OF THE O.P. OSTRUM HOUSE, 60 FEET
 PP0054'NORTH-NORTHWEST OF THE NORTH CORNER OF A TWO-STORY HOUSE, ABOUT LEVEL
 PP0054'WITH THE TRACKS, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP
 PP0054'OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 6 INCHES.  SEC 24, T 111N, R
 PP0054'11W.
 PP0054
 PP0054                          STATION RECOVERY (2001)
 PP0054
 PP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0054'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0447 ***********************************************************************
 TC0447  DESIGNATION -  139 RM
 TC0447  PID         -  TC0447
 TC0447  STATE/COUNTY-  MN/KOOCHICHING
 TC0447  COUNTRY     -  US
 TC0447  USGS QUAD   -  STRATTON (1968)
 TC0447
 TC0447                         *CURRENT SURVEY CONTROL
 TC0447  ______________________________________________________________________
 TC0447* NAD 83(2007) POSITION- 48 38 38.24692(N) 094 09 10.25284(W)   ADJUSTED  
 TC0447* NAD 83(2007) ELLIP HT-   302.035 (meters)        (02/10/07)   ADJUSTED
 TC0447* NAD 83(2007) EPOCH   -  2002.00
 TC0447* NAVD 88 ORTHO HEIGHT -   331.505  (meters)    1087.61  (feet) ADJUSTED  
 TC0447  ______________________________________________________________________
 TC0447  NAD 83(2007) X  -   -305,777.921 (meters)                     COMP
 TC0447  NAD 83(2007) Y  - -4,211,349.322 (meters)                     COMP
 TC0447  NAD 83(2007) Z  -  4,764,716.673 (meters)                     COMP
 TC0447  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC09
 TC0447  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 TC0447  DYNAMIC HEIGHT  -        331.588 (meters)     1087.89  (feet) COMP
 TC0447  MODELED GRAVITY -    980,850.3   (mgal)                       NAVD 88
 TC0447
 TC0447  VERT ORDER      -  FIRST     CLASS II
 TC0447
 TC0447  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC0447  Type                                         Horiz  Ellip  Dist(km)
 TC0447  -------------------------------------------------------------------
 TC0447  NETWORK                                       1.73   1.51
 TC0447  -------------------------------------------------------------------
 TC0447  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.78   1.37      2.87
 TC0447  -------------------------------------------------------------------
 TC0447  NOTE: Click here for information on individual local accuracy
 TC0447  values and other accuracy information.
 TC0447
 TC0447
 TC0447.The horizontal coordinates were established by GPS observations
 TC0447.and adjusted by the National Geodetic Survey in February 2007.
 TC0447
 TC0447.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC0447.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC0447
 TC0447.The horizontal coordinates are valid at the epoch date displayed above
 TC0447.which is a decimal equivalence of Year/Month/Day.
 TC0447
 TC0447.The orthometric height was determined by differential leveling and
 TC0447.adjusted in June 1991.
 TC0447
 TC0447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0447
 TC0447.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC0447
 TC0447.The ellipsoidal height was determined by GPS observations
 TC0447.and is referenced to NAD 83.
 TC0447
 TC0447.The dynamic height is computed by dividing the NAVD 88
 TC0447.geopotential number by the normal gravity value computed on the
 TC0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0447.degrees latitude (g = 980.6199 gals.).
 TC0447
 TC0447.The modeled gravity was interpolated from observed gravity values.
 TC0447
 TC0447. The following values were computed from the NAD 83(2007) position.
 TC0447
 TC0447;                    North         East     Units Scale Factor Converg.
 TC0447;SPC MN N     -   338,890.946   722,415.802   MT  1.00000261   -0 46 49.4
 TC0447;SPC MN N     - 1,111,844.71  2,370,125.84   sFT  1.00000261   -0 46 49.4
 TC0447;UTM  15      - 5,388,518.780   415,079.116   MT  0.99968860   -0 51 55.4
 TC0447
 TC0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0447!SPC MN N     -   0.99995267  x   1.00000261  =   0.99995528
 TC0447!UTM  15      -   0.99995267  x   0.99968860  =   0.99964128
 TC0447
 TC0447                          SUPERSEDED SURVEY CONTROL
 TC0447
 TC0447  NAD 83(1996)-  48 38 38.24702(N)    094 09 10.25274(W) AD(       ) 1
 TC0447  ELLIP H (03/29/02)  302.029  (m)                       GP(       ) 4 1
 TC0447  NAVD 88 (03/29/02)  331.51   (m)         1087.6    (f) LEVELING    3  
 TC0447
 TC0447.Superseded values are not recommended for survey control.
 TC0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0447.See file dsdata.txt to determine how the superseded data were derived.
 TC0447
 TC0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP1507988518(NAD 83)
 TC0447
 TC0447_MARKER: DU = BOUNDARY MARKER
 TC0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0447_SP_SET: CONCRETE POST
 TC0447_STAMPING: 139 69
 TC0447_MARK LOGO: IBC   
 TC0447_PROJECTION: PROJECTING 12 CENTIMETERS
 TC0447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TC0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0447+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 TC0447
 TC0447  HISTORY     - Date     Condition        Report By
 TC0447  HISTORY     - 1906     MONUMENTED       IBC
 TC0447  HISTORY     - 1981     GOOD             NGS
 TC0447  HISTORY     - 19980328 GOOD             MNDT
 TC0447  HISTORY     - 20090817 GOOD             GEOCAC
 TC0447
 TC0447                          STATION DESCRIPTION
 TC0447
 TC0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TC0447'4.3 KM (2.7 MI) WNW FROM BIRCHDALE.
 TC0447'4.3 KM (2.7 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 11 FROM THE POST
 TC0447'OFFICE IN BIRCHDALE, AT A WAYSIDE REST AREA NORTH, 0.5 KM (0.3 MI)
 TC0447'WEST OF THE JUNCTION OF COUNTY ROAD 87 AND STATE HIGHWAY 11,
 TC0447'54.8 METERS (180 FT) NORTH OF THE CENTERLINE OF HIGHWAY 11,
 TC0447'15.8 METERS (52.0 FT) NORTH OF THE EAST END OF A CONCRETE CURB AT THE
 TC0447'NORTHEAST CORNER OF THE PARKING AREA, 12.8 METERS (42.0 FT) SOUTH OF
 TC0447'THE SOUTH BANK OF THE RAINY RIVER, 15.5 METERS (51.0 FT) NORTHEAST OF
 TC0447'A 15-INCH SPRUCE TREE, 15.2 METERS (50.0 FT) EAST OF AN EXTENDED LINE
 TC0447'OF THE CENTER OF THE ENTRANCE TO THE REST AREA, 34.7 METERS (114.0 FT)
 TC0447'NORTH-NORTHEAST OF A WOODEN POST AND SIGN, RAINY RIVER WAYSIDE.
 TC0447'NOTE-THE MARK IS AN INTERNATIONAL BOUNDARY COMMISSION STANDARD 8-INCH
 TC0447'REFERENCE MARK DISK.
 TC0447'THE MARK IS 0.9 M BELOW HIGHWAY 11.
 TC0447
 TC0447                          STATION RECOVERY (1998)
 TC0447
 TC0447'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC0447'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) WNW OF POST OFFICE IN
 TC0447'BIRCHDALE, AT WAYSIDE REST AREA, 0.3 MI (0.5 KM) WEST ON TH 11 FROM
 TC0447'JCT OF TH 11 AND CO RD 87, 180 FT (54.9 M) NORTH OF TH 11 AT MP
 TC0447'152.85, 52 FT (15.8 M) NORTH OF EAST END OF CURB AT NE COR OF PARKING
 TC0447'AREA, 42 FT (12.8 M) SOUTH OF SOUTH BANK OF RAINY RIVER, 50 FT (15.2
 TC0447'M) EAST OF REST AREA ENT EXTENDED, 114 FT (34.7 M) NNE OF WAYSIDE
 TC0447'SIGN, 52.2 FT (15.9 M) NORTH OF WITNESS POST.
 TC0447
 TC0447                          STATION RECOVERY (2009)
 TC0447
 TC0447'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TC0447'HH2   483838.2 940910.3
 TC0447'A  69  HAS BEEN ADDED TO THE TOP OF THIS STANDARD REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5915 ***********************************************************************
 DF5915  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5915  DESIGNATION -  14
 DF5915  PID         -  DF5915
 DF5915  STATE/COUNTY-  MN/PINE
 DF5915  COUNTRY     -  US
 DF5915  USGS QUAD   -  BROOK PARK (1983)
 DF5915
 DF5915                         *CURRENT SURVEY CONTROL
 DF5915  ______________________________________________________________________
 DF5915* NAD 83(2007) POSITION- 45 54 15.03788(N) 093 01 10.75959(W)   ADJUSTED  
 DF5915* NAD 83(2007) ELLIP HT-   268.240 (meters)        (01/10/11)   ADJUSTED
 DF5915* NAD 83(2007) EPOCH   -  2002.00
 DF5915* NAVD 88 ORTHO HEIGHT -   295.94   (meters)     970.9   (feet) GPS OBS   
 DF5915  ______________________________________________________________________
 DF5915  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DF5915  NAD 83(2007) X  -   -234,217.305 (meters)                     COMP
 DF5915  NAD 83(2007) Y  - -4,439,988.678 (meters)                     COMP
 DF5915  NAD 83(2007) Z  -  4,558,035.154 (meters)                     COMP
 DF5915  LAPLACE CORR    -          5.01  (seconds)                    DEFLEC09
 DF5915  ELLP ORDER      -  FIRST     CLASS I
 DF5915
 DF5915  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5915  Type                                         Horiz  Ellip  Dist(km)
 DF5915  -------------------------------------------------------------------
 DF5915  NETWORK                                       1.06   0.74
 DF5915  -------------------------------------------------------------------
 DF5915  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.09   0.72      8.79
 DF5915  -------------------------------------------------------------------
 DF5915  NOTE: Click here for information on individual local accuracy
 DF5915  values and other accuracy information.
 DF5915
 DF5915
 DF5915.The horizontal coordinates were established by GPS observations
 DF5915.and adjusted by the National Geodetic Survey in February 2007.
 DF5915
 DF5915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5915.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5915
 DF5915.The horizontal coordinates are valid at the epoch date displayed above
 DF5915.which is a decimal equivalence of Year/Month/Day.
 DF5915
 DF5915.The orthometric height was determined by GPS observations and a
 DF5915.high-resolution geoid model using precise GPS observation and
 DF5915.processing techniques.
 DF5915
 DF5915.Photographs are available for this station.
 DF5915
 DF5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5915
 DF5915.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5915
 DF5915.The ellipsoidal height was determined by GPS observations
 DF5915.and is referenced to NAD 83.
 DF5915
 DF5915. The following values were computed from the NAD 83(2007) position.
 DF5915
 DF5915;                    North         East     Units Scale Factor Converg.
 DF5915;SPC MN C     -   201,237.278   895,462.334   MT  0.99995012   +0 53 24.1
 DF5915;SPC MN C     -   660,225.97  2,937,862.67   sFT  0.99995012   +0 53 24.1
 DF5915;UTM  15      - 5,083,401.198   498,475.409   MT  0.99960003   -0 00 50.8
 DF5915
 DF5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5915!SPC MN C     -   0.99995795  x   0.99995012  =   0.99990807
 DF5915!UTM  15      -   0.99995795  x   0.99960003  =   0.99955800
 DF5915
 DF5915                          SUPERSEDED SURVEY CONTROL
 DF5915
 DF5915  ELLIP H (02/10/07)  268.206  (m)                       GP(       )    
 DF5915  NAD 83(1996)-  45 54 15.03764(N)    093 01 10.75896(W) AD(       ) 1
 DF5915  ELLIP H (05/27/03)  268.250  (m)                       GP(       ) 3 1
 DF5915  NAVD 88 (05/27/03)  295.9    (m)  GEOID99 model used   GPS OBS        
 DF5915
 DF5915.Superseded values are not recommended for survey control.
 DF5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5915.See file dsdata.txt to determine how the superseded data were derived.
 DF5915
 DF5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9847583401(NAD 83)
 DF5915
 DF5915_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5915_STAMPING: NO 14
 DF5915_MARK LOGO: MN-115
 DF5915_PROJECTION: FLUSH
 DF5915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5915+STABILITY: SURFACE MOTION
 DF5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5915+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF5915
 DF5915  HISTORY     - Date     Condition        Report By
 DF5915  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5915  HISTORY     - 20071129 GOOD             MNDT
 DF5915  HISTORY     - 20100415 GOOD             MNDT
 DF5915
 DF5915                          STATION DESCRIPTION
 DF5915
 DF5915'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5915'3 MI (4.8 KM) WEST OF BEROUN, 3.0 MI (4.8 KM) WEST ALONG CO RD 14 FROM
 DF5915'JCT OF CO RD 61, 49 FT (14.9 M) SOUTH OF CO RD 14, 25 FT (7.6 M) EAST
 DF5915'OF DRIVEWAY, 2 FT (0.6 M) NORTH OF WIT POST.
 DF5915
 DF5915                          STATION RECOVERY (2007)
 DF5915
 DF5915'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5915'RECOVERED AS DESCRIBED.
 DF5915
 DF5915                          STATION RECOVERY (2010)
 DF5915
 DF5915'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5915'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5915'THE MARK IS 3.0 MILES WEST OF BEROUN, 3.0 MILES WEST ALONG COUNTY ROAD
 DF5915'14 FROM JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61 AT BEROUN, 49.0
 DF5915'FEET SOUTH OF COUNTY ROAD 14, 25.0 FEET EAST OF FIELD ENTRANCE, 2.0
 DF5915'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4490 ***********************************************************************
 DM4490  DESIGNATION -  14
 DM4490  PID         -  DM4490
 DM4490  STATE/COUNTY-  MN/LAKE
 DM4490  COUNTRY     -  US
 DM4490  USGS QUAD   -  TWO HARBORS (1992)
 DM4490
 DM4490                         *CURRENT SURVEY CONTROL
 DM4490  ______________________________________________________________________
 DM4490* NAD 83(1986) POSITION- 47 00 46.     (N) 091 39 50.     (W)   SCALED    
 DM4490* NAVD 88 ORTHO HEIGHT -   183.952  (meters)     603.52  (feet) ADJUSTED  
 DM4490  ______________________________________________________________________
 DM4490  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 DM4490  DYNAMIC HEIGHT  -        183.984 (meters)      603.62  (feet) COMP
 DM4490  MODELED GRAVITY -    980,782.1   (mgal)                       NAVD 88
 DM4490
 DM4490  VERT ORDER      -  SECOND    CLASS I
 DM4490
 DM4490.The horizontal coordinates were scaled from a topographic map and have
 DM4490.an estimated accuracy of +/- 6 seconds.
 DM4490.
 DM4490.The orthometric height was determined by differential leveling and
 DM4490.adjusted in June 2011.
 DM4490
 DM4490.No vertical observational check was made to the station.
 DM4490
 DM4490.The dynamic height is computed by dividing the NAVD 88
 DM4490.geopotential number by the normal gravity value computed on the
 DM4490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4490.degrees latitude (g = 980.6199 gals.).
 DM4490
 DM4490.The modeled gravity was interpolated from observed gravity values.
 DM4490
 DM4490;                    North         East    Units  Estimated Accuracy
 DM4490;SPC MN N     -   158,020.      909,190.      MT  (+/- 180 meters Scaled)
 DM4490
 DM4490                          SUPERSEDED SURVEY CONTROL
 DM4490
 DM4490.No superseded survey control is available for this station.
 DM4490
 DM4490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN015074(NAD 83)
 DM4490
 DM4490_MARKER: DD = SURVEY DISK
 DM4490_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4490_SP_SET: ROCK
 DM4490_STAMPING: 14
 DM4490_MARK LOGO: USE   
 DM4490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4490+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 DM4490
 DM4490  HISTORY     - Date     Condition        Report By
 DM4490  HISTORY     - 1982     MONUMENTED
 DM4490  HISTORY     - 20080619 GOOD             MNDT
 DM4490
 DM4490                          STATION DESCRIPTION
 DM4490
 DM4490'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM4490'THE MARK IS IN TWO HARBORS, 0.4 MI (0.6 KM) SOUTH ALONG WATERFRONT
 DM4490'DRIVE FROM THE JUNCTION OF WATERFRONT DRIVE AND TRUNK HIGHWAY 61 IN
 DM4490'TWO HARBORS, THENCE 0.3 MI (0.5 KM) EAST ON SOUTH AVENUE, THENCE 0.4
 DM4490'MI (0.6 KM) SOUTH ON THIRD STREET TO SOUTH END OF PARKING LOT, THENCE
 DM4490'WALK APPROXIMAITELY 500 FT (152.4 M) ALONG WALK PATH AROUND LIGHTHOUSE
 DM4490'TOWARDS LAKE EDGE AND MARK NEAR WATER LINE.
 DM4490' 
 DM4490'IT IS 100 FT (30.5 M) SOUTH OF WALK PATH, 12 FT (3.7 M) NORTH OF LAKE
 DM4490'SUPERIOR, 200 FT (61.0 M) SOUTH OF OLD SHIPS COMMAND CENTER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1483 ***********************************************************************
 PQ1483  DESIGNATION -  14 29
 PQ1483  PID         -  PQ1483
 PQ1483  STATE/COUNTY-  MN/MEEKER
 PQ1483  COUNTRY     -  US
 PQ1483  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1483
 PQ1483                         *CURRENT SURVEY CONTROL
 PQ1483  ______________________________________________________________________
 PQ1483* NAD 83(1986) POSITION- 44 59 42.     (N) 094 28 50.     (W)   SCALED    
 PQ1483* NAVD 88 ORTHO HEIGHT -   338.579  (meters)    1110.82  (feet) ADJUSTED  
 PQ1483  ______________________________________________________________________
 PQ1483  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PQ1483  DYNAMIC HEIGHT  -        338.556 (meters)     1110.75  (feet) COMP
 PQ1483  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 PQ1483
 PQ1483  VERT ORDER      -  SECOND    CLASS I
 PQ1483
 PQ1483.The horizontal coordinates were scaled from a topographic map and have
 PQ1483.an estimated accuracy of +/- 6 seconds.
 PQ1483.
 PQ1483.The orthometric height was determined by differential leveling and
 PQ1483.adjusted in June 1995.
 PQ1483
 PQ1483.The dynamic height is computed by dividing the NAVD 88
 PQ1483.geopotential number by the normal gravity value computed on the
 PQ1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1483.degrees latitude (g = 980.6199 gals.).
 PQ1483
 PQ1483.The modeled gravity was interpolated from observed gravity values.
 PQ1483
 PQ1483;                    North         East    Units  Estimated Accuracy
 PQ1483;SPC MN S     -   321,780.      762,110.      MT  (+/- 180 meters Scaled)
 PQ1483
 PQ1483                          SUPERSEDED SURVEY CONTROL
 PQ1483
 PQ1483.No superseded survey control is available for this station.
 PQ1483
 PQ1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK832834(NAD 83)
 PQ1483
 PQ1483_MARKER: DB = BENCH MARK DISK
 PQ1483_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1483_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1483_STAMPING: 14-29 1978
 PQ1483_MARK LOGO: MNDT  
 PQ1483_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1483+STABILITY: SURFACE MOTION
 PQ1483
 PQ1483  HISTORY     - Date     Condition        Report By
 PQ1483  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1483
 PQ1483                          STATION DESCRIPTION
 PQ1483
 PQ1483'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1483'THE MARK IS LOCATED 1 MILE (1.6 KM) EAST ALONG COUNTY ROAD 18 FROM
 PQ1483'ITS JUNCTION WITH TRUNK HIGHWAY 22 AT GREENLEAF, IN THE SW 1/4 OF
 PQ1483'SECTION 29, T118N, R30W.  THE MARK IS 78.5 FEET (23.9 M) NORTH OF THE
 PQ1483'CENTERLINE OF COUNTY ROAD 18, 61.5 FEET (18.7 M) EAST OF THE CENTER
 PQ1483'OF TOWNSHIP ROAD 169, 51 FEET (15.5 M) NORTHEAST OF A TELEPHONE POLE,
 PQ1483'31.3 FEET (9.5 M) SOUTHEAST OF A 20-INCH DIAMETER DOUBLE OAK TREE,
 PQ1483'AND 1.2 FEET (0.4 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PQ1483'STANDARD MNDT BENCH MARK DISK STAMPED---14-29 1978---, IS SET IN THE
 PQ1483'TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT 2 FEET (0.6 M)
 PQ1483'ABOVE THE LEVEL OF COUNTY ROAD 18 AND PROJECTS 12 INCHES ABOVE THE
 PQ1483'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1693 ***********************************************************************
 QP1693  DESIGNATION -  14 3
 QP1693  PID         -  QP1693
 QP1693  STATE/COUNTY-  MN/KANDIYOHI
 QP1693  COUNTRY     -  US
 QP1693  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1693
 QP1693                         *CURRENT SURVEY CONTROL
 QP1693  ______________________________________________________________________
 QP1693* NAD 83(1986) POSITION- 45 07 46.     (N) 095 00 05.     (W)   SCALED    
 QP1693* NAVD 88 ORTHO HEIGHT -   363.627  (meters)    1193.00  (feet) ADJUSTED  
 QP1693  ______________________________________________________________________
 QP1693  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1693  DYNAMIC HEIGHT  -        363.599 (meters)     1192.91  (feet) COMP
 QP1693  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 QP1693
 QP1693  VERT ORDER      -  SECOND    CLASS II
 QP1693
 QP1693.The horizontal coordinates were scaled from a topographic map and have
 QP1693.an estimated accuracy of +/- 6 seconds.
 QP1693.
 QP1693.The orthometric height was determined by differential leveling and
 QP1693.adjusted in June 1991.
 QP1693
 QP1693.The dynamic height is computed by dividing the NAVD 88
 QP1693.geopotential number by the normal gravity value computed on the
 QP1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1693.degrees latitude (g = 980.6199 gals.).
 QP1693
 QP1693.The modeled gravity was interpolated from observed gravity values.
 QP1693
 QP1693;                    North         East    Units  Estimated Accuracy
 QP1693;SPC MN S     -   337,090.      721,230.      MT  (+/- 180 meters Scaled)
 QP1693
 QP1693                          SUPERSEDED SURVEY CONTROL
 QP1693
 QP1693.No superseded survey control is available for this station.
 QP1693
 QP1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK426992(NAD 83)
 QP1693
 QP1693_MARKER: DB = BENCH MARK DISK
 QP1693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1693_SP_SET: BRIDGE
 QP1693_STAMPING: 14-3 1978
 QP1693_MARK LOGO: MNDT  
 QP1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1693
 QP1693  HISTORY     - Date     Condition        Report By
 QP1693  HISTORY     - 1978     MONUMENTED       MNDT
 QP1693
 QP1693                          STATION DESCRIPTION
 QP1693
 QP1693'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1693'IN WILLMAR.
 QP1693'THE MARK IS LOCATED 0.25 MILE NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1693'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1693'IN THE SE 1/4 OF SECTION 12, T119N, R35W.  THE MARK IS 18.2 FEET WEST
 QP1693'OF THE CENTER OF COUNTY ROAD 9 AND IS IN THE NORTHWEST CORNER OF THE
 QP1693'BRIDGE CARRYING COUNTY ROAD 9 OVER THE BURLINGTON NORTHERN RAILROAD.
 QP1693'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---14-3 1978---, IS
 QP1693'CEMENTED IN A DRILL HOLE IN THE CONCRETE THAT IS ON THE WOODEN
 QP1693'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0066 ***********************************************************************
 QO0066  DESIGNATION -  14 A
 QO0066  PID         -  QO0066
 QO0066  STATE/COUNTY-  MN/WASHINGTON
 QO0066  COUNTRY     -  US
 QO0066  USGS QUAD   -  STILLWATER (1993)
 QO0066
 QO0066                         *CURRENT SURVEY CONTROL
 QO0066  ______________________________________________________________________
 QO0066* NAD 83(1986) POSITION- 45 00 36.     (N) 092 49 38.     (W)   SCALED    
 QO0066* NAVD 88 ORTHO HEIGHT -   284.171  (meters)     932.32  (feet) ADJUSTED  
 QO0066  ______________________________________________________________________
 QO0066  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 QO0066  DYNAMIC HEIGHT  -        284.160 (meters)      932.28  (feet) COMP
 QO0066  MODELED GRAVITY -    980,570.1   (mgal)                       NAVD 88
 QO0066
 QO0066  VERT ORDER      -  FIRST     CLASS II
 QO0066
 QO0066.The horizontal coordinates were scaled from a topographic map and have
 QO0066.an estimated accuracy of +/- 6 seconds.
 QO0066.
 QO0066.The orthometric height was determined by differential leveling and
 QO0066.adjusted in June 1991.
 QO0066
 QO0066.The dynamic height is computed by dividing the NAVD 88
 QO0066.geopotential number by the normal gravity value computed on the
 QO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0066.degrees latitude (g = 980.6199 gals.).
 QO0066
 QO0066.The modeled gravity was interpolated from observed gravity values.
 QO0066
 QO0066;                    North         East    Units  Estimated Accuracy
 QO0066;SPC MN S     -   324,000.      892,450.      MT  (+/- 180 meters Scaled)
 QO0066
 QO0066                          SUPERSEDED SURVEY CONTROL
 QO0066
 QO0066  NGVD 29 (??/??/92)  284.143  (m)          932.23   (f) ADJ UNCH    1 2
 QO0066
 QO0066.Superseded values are not recommended for survey control.
 QO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0066.See file dsdata.txt to determine how the superseded data were derived.
 QO0066
 QO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK136840(NAD 83)
 QO0066
 QO0066_MARKER: B = BOLT
 QO0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0066_SP_SET: BASE
 QO0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0066
 QO0066  HISTORY     - Date     Condition        Report By
 QO0066  HISTORY     - UNK      MONUMENTED       MNHD
 QO0066  HISTORY     - 1968     GOOD             MNDT
 QO0066  HISTORY     - 1980     GOOD             NGS
 QO0066  HISTORY     - 20040730 MARK NOT FOUND   USPSQD
 QO0066
 QO0066                          STATION DESCRIPTION
 QO0066
 QO0066'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0066'2.5 MI E FROM LAKE ELMO.
 QO0066'MARK IS LOCATED IN THE SE1/4, SECTION 8, T29N, R20W ABOUT 2.5 MILES
 QO0066'EAST OF LAKE ELMO ALONG THE CHICAGO NORTH WESTERN RAILROAD.  MARK IS
 QO0066'THE TOP OF THE SOUTHWEST BOLT ON THE BASE OF RAILROAD SIGNAL (NO. 145)
 QO0066'AND 7 FEET NORTH OF THE NORTH RAIL.
 QO0066
 QO0066                          STATION RECOVERY (1980)
 QO0066
 QO0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0066'RECOVERED IN GOOD CONDITION.
 QO0066
 QO0066                          STATION RECOVERY (2004)
 QO0066
 QO0066'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 QO0066'MARK NOT FOUND, SIGNAL HAS BEEN REMOVED, SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0065 ***********************************************************************
 QO0065  DESIGNATION -  14 B
 QO0065  PID         -  QO0065
 QO0065  STATE/COUNTY-  MN/WASHINGTON
 QO0065  COUNTRY     -  US
 QO0065  USGS QUAD   -  STILLWATER (1993)
 QO0065
 QO0065                         *CURRENT SURVEY CONTROL
 QO0065  ______________________________________________________________________
 QO0065* NAD 83(1986) POSITION- 45 00 00.     (N) 092 50 50.     (W)   SCALED    
 QO0065* NAVD 88 ORTHO HEIGHT -   288.036  (meters)     945.00  (feet) ADJUSTED  
 QO0065  ______________________________________________________________________
 QO0065  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 QO0065  DYNAMIC HEIGHT  -        288.025 (meters)      944.96  (feet) COMP
 QO0065  MODELED GRAVITY -    980,570.3   (mgal)                       NAVD 88
 QO0065
 QO0065  VERT ORDER      -  SECOND    CLASS 0
 QO0065
 QO0065.The horizontal coordinates were scaled from a topographic map and have
 QO0065.an estimated accuracy of +/- 6 seconds.
 QO0065.
 QO0065.The orthometric height was determined by differential leveling and
 QO0065.adjusted in June 1991.
 QO0065
 QO0065.The dynamic height is computed by dividing the NAVD 88
 QO0065.geopotential number by the normal gravity value computed on the
 QO0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0065.degrees latitude (g = 980.6199 gals.).
 QO0065
 QO0065.The modeled gravity was interpolated from observed gravity values.
 QO0065
 QO0065;                    North         East    Units  Estimated Accuracy
 QO0065;SPC MN S     -   322,870.      890,890.      MT  (+/- 180 meters Scaled)
 QO0065
 QO0065                          SUPERSEDED SURVEY CONTROL
 QO0065
 QO0065  NGVD 29 (??/??/92)  288.004  (m)          944.89   (f) ADJ UNCH    2 0
 QO0065
 QO0065.Superseded values are not recommended for survey control.
 QO0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0065.See file dsdata.txt to determine how the superseded data were derived.
 QO0065
 QO0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK120829(NAD 83)
 QO0065
 QO0065_MARKER: B = BOLT
 QO0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0065_SP_SET: BASE
 QO0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0065
 QO0065  HISTORY     - Date     Condition        Report By
 QO0065  HISTORY     - UNK      MONUMENTED       MNHD
 QO0065  HISTORY     - 1968     GOOD             MNDT
 QO0065  HISTORY     - 1980     MARK NOT FOUND   NGS
 QO0065
 QO0065                          STATION DESCRIPTION
 QO0065
 QO0065'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0065'1.7 MI E FROM LAKE ELMO.
 QO0065'MARK IS LOCATED IN THE NE1/4, SECTION 18, T29N, R20W ABOUT 1.7 MILES
 QO0065'EAST OF LAKE ELMO ALONG THE CHICAGO AND NORTH WESTERN RAILROAD.  MARK
 QO0065'IS THE TOP OF THE SOUTHEAST BOLT ON THE BASE OF RAILROAD SIGNAL
 QO0065'CONTROL BOX ABOUT 1300 FEET WEST OF A GRAVEL ROAD AND 9 FEET SOUTH OF
 QO0065'THE SOUTH RAIL.
 QO0065
 QO0065                          STATION RECOVERY (1980)
 QO0065
 QO0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0064 ***********************************************************************
 QO0064  DESIGNATION -  14 C
 QO0064  PID         -  QO0064
 QO0064  STATE/COUNTY-  MN/WASHINGTON
 QO0064  COUNTRY     -  US
 QO0064  USGS QUAD   -  STILLWATER (1993)
 QO0064
 QO0064                         *CURRENT SURVEY CONTROL
 QO0064  ______________________________________________________________________
 QO0064* NAD 83(1986) POSITION- 45 00 00.     (N) 092 51 54.     (W)   SCALED    
 QO0064* NAVD 88 ORTHO HEIGHT -   281.835  (meters)     924.65  (feet) ADJUSTED  
 QO0064  ______________________________________________________________________
 QO0064  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 QO0064  DYNAMIC HEIGHT  -        281.824 (meters)      924.62  (feet) COMP
 QO0064  MODELED GRAVITY -    980,571.9   (mgal)                       NAVD 88
 QO0064
 QO0064  VERT ORDER      -  SECOND    CLASS 0
 QO0064
 QO0064.The horizontal coordinates were scaled from a topographic map and have
 QO0064.an estimated accuracy of +/- 6 seconds.
 QO0064.
 QO0064.The orthometric height was determined by differential leveling and
 QO0064.adjusted in June 1991.
 QO0064
 QO0064.The dynamic height is computed by dividing the NAVD 88
 QO0064.geopotential number by the normal gravity value computed on the
 QO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0064.degrees latitude (g = 980.6199 gals.).
 QO0064
 QO0064.The modeled gravity was interpolated from observed gravity values.
 QO0064
 QO0064;                    North         East    Units  Estimated Accuracy
 QO0064;SPC MN S     -   322,850.      889,490.      MT  (+/- 180 meters Scaled)
 QO0064
 QO0064                          SUPERSEDED SURVEY CONTROL
 QO0064
 QO0064  NGVD 29 (??/??/92)  281.800  (m)          924.54   (f) ADJ UNCH    2 0
 QO0064
 QO0064.Superseded values are not recommended for survey control.
 QO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0064.See file dsdata.txt to determine how the superseded data were derived.
 QO0064
 QO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK106829(NAD 83)
 QO0064
 QO0064_MARKER: B = BOLT
 QO0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0064_SP_SET: BASE
 QO0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0064
 QO0064  HISTORY     - Date     Condition        Report By
 QO0064  HISTORY     - UNK      MONUMENTED       MNHD
 QO0064  HISTORY     - 1968     GOOD             MNDT
 QO0064  HISTORY     - 1980     MARK NOT FOUND   NGS
 QO0064
 QO0064                          STATION DESCRIPTION
 QO0064
 QO0064'DESCRIBED BY MN DEPT OF TRANSP 1968
 QO0064'0.7 MI E FROM LAKE ELMO.
 QO0064'MARK IS LOCATED IN THE NE1/4, SECTION 13, T 29N, R21W ABOUT 0.7 MILE
 QO0064'EAST OF LAKE ELMO ALONG THE CHICAGO NORTH WESTERN RAILROAD.  MARK IS
 QO0064'THE TOP OF THE NORTHWEST BOLT ON THE BASE OF AN ABANDON RAILROAD
 QO0064'SIGNAL ABOUT 600 FEET WEST OF COUNTY ROAD NO. 15 AND 10.5 FEET SOUTH
 QO0064'OF THE SOUTH RAIL.
 QO0064
 QO0064                          STATION RECOVERY (1980)
 QO0064
 QO0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QO0064'NOT RECOVERED, RAILROAD SIGNAL BASE FOUND GRADED OUT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0462 ***********************************************************************
 RN0462  DESIGNATION -  14 CAP
 RN0462  PID         -  RN0462
 RN0462  STATE/COUNTY-  MN/PINE
 RN0462  COUNTRY     -  US
 RN0462  USGS QUAD   -  FINLAYSON (1981)
 RN0462
 RN0462                         *CURRENT SURVEY CONTROL
 RN0462  ______________________________________________________________________
 RN0462* NAD 83(1986) POSITION- 46 09 05.     (N) 092 55 19.     (W)   SCALED    
 RN0462* NAVD 88 ORTHO HEIGHT -   345.490  (meters)    1133.50  (feet) ADJUSTED  
 RN0462  ______________________________________________________________________
 RN0462  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 RN0462  DYNAMIC HEIGHT  -        345.498 (meters)     1133.52  (feet) COMP
 RN0462  MODELED GRAVITY -    980,628.7   (mgal)                       NAVD 88
 RN0462
 RN0462  VERT ORDER      -  SECOND    CLASS 0
 RN0462
 RN0462.The horizontal coordinates were scaled from a topographic map and have
 RN0462.an estimated accuracy of +/- 6 seconds.
 RN0462.
 RN0462.The orthometric height was determined by differential leveling and
 RN0462.adjusted in June 1991.
 RN0462
 RN0462.The dynamic height is computed by dividing the NAVD 88
 RN0462.geopotential number by the normal gravity value computed on the
 RN0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0462.degrees latitude (g = 980.6199 gals.).
 RN0462
 RN0462.The modeled gravity was interpolated from observed gravity values.
 RN0462
 RN0462;                    North         East    Units  Estimated Accuracy
 RN0462;SPC MN C     -   228,830.      902,580.      MT  (+/- 180 meters Scaled)
 RN0462
 RN0462                          SUPERSEDED SURVEY CONTROL
 RN0462
 RN0462  NGVD 29 (??/??/92)  345.337  (m)         1132.99   (f) ADJ UNCH    2 0
 RN0462
 RN0462.Superseded values are not recommended for survey control.
 RN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0462.See file dsdata.txt to determine how the superseded data were derived.
 RN0462
 RN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM060108(NAD 83)
 RN0462
 RN0462_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0462_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0462_MARK LOGO: MRC   
 RN0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0462
 RN0462  HISTORY     - Date     Condition        Report By
 RN0462  HISTORY     - UNK      MONUMENTED       MRC
 RN0462  HISTORY     - 1935     GOOD             CGS
 RN0462  HISTORY     - 1954     MARK NOT FOUND   USGS
 RN0462  HISTORY     - 20071213 MARK NOT FOUND   MNDT
 RN0462
 RN0462                          STATION DESCRIPTION
 RN0462
 RN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RN0462'IN GRONINGEN.
 RN0462'AT GRONINGEN, PINE COUNTY, ABOUT 110 YARDS SOUTH ALONG THE NORTHERN
 RN0462'PACIFIC RAILWAY FROM THE STATION, ABOUT 360 FEET SOUTH OF THE CENTER
 RN0462'OF THE RAILROAD WATER TANK, ABOUT 170 FEET NORTH OF THE CENTER OF A
 RN0462'PUBLIC ROAD CROSSING, ABOUT 101 FEET NORTHWEST OF THE NORTHWEST CORNER
 RN0462'OF A FRAME SCHOOLHOUSE, ABOUT 12 YARDS SOUTH OF A 36-INCH CONCRETE
 RN0462'PIPE CULVERT, AND 43.5 FEET EAST OF THE EAST RAIL.  A 4-INCH IRON PIPE
 RN0462'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING
 RN0462'ABOUT 10 INCHES ABOVE GROUND.
 RN0462
 RN0462                          STATION RECOVERY (1954)
 RN0462
 RN0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RN0462'MARK NOT FOUND.
 RN0462
 RN0462                          STATION RECOVERY (2007)
 RN0462
 RN0462'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 RN0462'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6124 ***********************************************************************
 DH6124  DESIGNATION -  14 CDL
 DH6124  PID         -  DH6124
 DH6124  STATE/COUNTY-  MN/MAHNOMEN
 DH6124  COUNTRY     -  US
 DH6124  USGS QUAD   -  SNIDER LAKE (1981)
 DH6124
 DH6124                         *CURRENT SURVEY CONTROL
 DH6124  ______________________________________________________________________
 DH6124* NAD 83(1986) POSITION- 47 14 55.     (N) 095 42 06.     (W)   SCALED    
 DH6124* NAVD 88 ORTHO HEIGHT -   456.579  (meters)    1497.96  (feet) ADJUSTED  
 DH6124  ______________________________________________________________________
 DH6124  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DH6124  DYNAMIC HEIGHT  -        456.612 (meters)     1498.07  (feet) COMP
 DH6124  MODELED GRAVITY -    980,671.1   (mgal)                       NAVD 88
 DH6124
 DH6124  VERT ORDER      -  THIRD
 DH6124
 DH6124.The horizontal coordinates were scaled from a topographic map and have
 DH6124.an estimated accuracy of +/- 6 seconds.
 DH6124.
 DH6124.The orthometric height was determined by differential leveling and
 DH6124.adjusted in May 2009.
 DH6124
 DH6124.The dynamic height is computed by dividing the NAVD 88
 DH6124.geopotential number by the normal gravity value computed on the
 DH6124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6124.degrees latitude (g = 980.6199 gals.).
 DH6124
 DH6124.The modeled gravity was interpolated from observed gravity values.
 DH6124
 DH6124;                    North         East    Units  Estimated Accuracy
 DH6124;SPC MN N     -   186,540.      603,090.      MT  (+/- 180 meters Scaled)
 DH6124
 DH6124                          SUPERSEDED SURVEY CONTROL
 DH6124
 DH6124.No superseded survey control is available for this station.
 DH6124
 DH6124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN955363(NAD 83)
 DH6124
 DH6124_MARKER: DB = BENCH MARK DISK
 DH6124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6124_STAMPING: 14 CDL 1967
 DH6124_MARK LOGO: USGS  
 DH6124_PROJECTION: FLUSH
 DH6124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6124_ROD/PIPE-DEPTH:  3.0 meters
 DH6124
 DH6124  HISTORY     - Date     Condition        Report By
 DH6124  HISTORY     - 1967     MONUMENTED       USGS
 DH6124  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6124
 DH6124                          STATION DESCRIPTION
 DH6124
 DH6124'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6124'MAHNOMEN, 4.5 MI. SOUTH AND 12.5 MI. EAST OF, T. 144 N., R. 40 W.,
 DH6124'NEAR THE CENTER OF THE SE. 1/4 OF THE NE. 1/4 OF THE NE. 1/4 OF
 DH6124'SECTION 35, 32 FT. NE., 18 FT. NORTH OF AND 2.4 FT. HIGHER THAN CENTER
 DH6124'OF RD. AT TRAIL SE., 1.4 FT. WEST OF WITNESS POST, SET ON THE TOP OF A
 DH6124'1/2 INCH COPPER COATED STEEL ROD, DRIVEN 10 FT. INTO THE GROUND,
 DH6124'STANDARD TABLET STAMPED 14 CDL 1967, IT IS SET FLUSH WITH THE GROUND
 DH6124'AND SURROUNDED BY A 6 INCH TILE.
 DH6124
 DH6124                          STATION RECOVERY (2006)
 DH6124
 DH6124'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6124'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0053 ***********************************************************************
 SK0053  DESIGNATION -  14 CEH
 SK0053  PID         -  SK0053
 SK0053  STATE/COUNTY-  MN/KOOCHICHING
 SK0053  COUNTRY     -  US
 SK0053  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0053
 SK0053                         *CURRENT SURVEY CONTROL
 SK0053  ______________________________________________________________________
 SK0053* NAD 83(1986) POSITION- 47 51 30.8    (N) 094 16 29.3    (W)   HD_HELD2  
 SK0053* NAVD 88 ORTHO HEIGHT -   445.190  (meters)    1460.59  (feet) ADJUSTED  
 SK0053  ______________________________________________________________________
 SK0053  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 SK0053  DYNAMIC HEIGHT  -        445.260 (meters)     1460.82  (feet) COMP
 SK0053  MODELED GRAVITY -    980,756.4   (mgal)                       NAVD 88
 SK0053
 SK0053  VERT ORDER      -  SECOND    CLASS I
 SK0053
 SK0053.The horizontal coordinates were established by autonomous hand held GPS
 SK0053.observations and have an estimated accuracy of +/- 10 meters.
 SK0053.
 SK0053.The orthometric height was determined by differential leveling and
 SK0053.adjusted in September 2006.
 SK0053
 SK0053.The dynamic height is computed by dividing the NAVD 88
 SK0053.geopotential number by the normal gravity value computed on the
 SK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0053.degrees latitude (g = 980.6199 gals.).
 SK0053
 SK0053.The modeled gravity was interpolated from observed gravity values.
 SK0053
 SK0053;                    North         East    Units  Estimated Accuracy
 SK0053;SPC MN N     -   251,703.      712,102.      MT  (+/- 10 meters HH2 GPS)
 SK0053
 SK0053                          SUPERSEDED SURVEY CONTROL
 SK0053
 SK0053  NAVD 88 (06/15/91)  445.172  (m)         1460.54   (f) SUPERSEDED  2 1
 SK0053  NGVD 29 (??/??/92)  444.830  (m)         1459.41   (f) ADJ UNCH    2 1
 SK0053
 SK0053.Superseded values are not recommended for survey control.
 SK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0053.See file dsdata.txt to determine how the superseded data were derived.
 SK0053
 SK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0464601366(NAD 83)
 SK0053
 SK0053_MARKER: DD = SURVEY DISK
 SK0053_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0053_STAMPING: 14 CEH 1971
 SK0053_MARK LOGO: USGS  
 SK0053_PROJECTION: PROJECTING 5 CENTIMETERS
 SK0053_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0053+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 SK0053
 SK0053  HISTORY     - Date     Condition        Report By
 SK0053  HISTORY     - 1971     MONUMENTED       USGS
 SK0053  HISTORY     - 1976     GOOD             MNDT
 SK0053  HISTORY     - 20010919 GOOD             MNDT
 SK0053
 SK0053                          STATION DESCRIPTION
 SK0053
 SK0053'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0053'1.0 MI SSE FROM NORTHOME.
 SK0053'THE MARK IS LOCATED 1.0 MILE SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 46
 SK0053'FROM THE JUNCTION OF TRUNK HIGHWAYS 1 AND 46 AT NORTHOME.  IT IS AT
 SK0053'TRUNK HIGHWAY 46 MILEPOINT 45.5.  IT IS 40.5 FEET EAST OF AND ABOUT 4
 SK0053'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 46, 206.0 FEET SOUTH
 SK0053'OF ENTRANCE WEST (FIRE NUMBER 381), AND 121 FEET NORTH-NORTHWEST OF
 SK0053'THE WEST END OF A 24 INCH CORRUGATED METAL CULVERT WITH CONCRETE
 SK0053'HEADWALL (UNDER TRUNK HIGHWAY 46).  IT IS A STANDARD U. S. GEOLOGICAL
 SK0053'SURVEY DISK ON A COPPER-COATED STEEL ROD.  IT PROJECTS 3 INCHES ABOVE
 SK0053'THE SURFACE OF THE GROUND AND IS 1.5 FEET EAST OF A STEEL WITNESS
 SK0053'POST.  NE 1/4 SECTION 31, T151N, R28W.
 SK0053
 SK0053                          STATION RECOVERY (2001)
 SK0053
 SK0053'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK0053'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0053'TH 46 MP 45.4, PROJECTS 2 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS
 SK0053'DUE TO TREES. ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0692 ***********************************************************************
 SK0692  DESIGNATION -  14 CER
 SK0692  PID         -  SK0692
 SK0692  STATE/COUNTY-  MN/CLEARWATER
 SK0692  COUNTRY     -  US
 SK0692  USGS QUAD   -  CLEARBROOK (1969)
 SK0692
 SK0692                         *CURRENT SURVEY CONTROL
 SK0692  ______________________________________________________________________
 SK0692* NAD 83(2007) POSITION- 47 41 16.87426(N) 095 25 49.54765(W)   ADJUSTED  
 SK0692* NAD 83(2007) ELLIP HT-   385.094 (meters)        (02/10/07)   ADJUSTED
 SK0692* NAD 83(2007) EPOCH   -  2002.00
 SK0692* NAVD 88 ORTHO HEIGHT -   412.619  (meters)    1353.73  (feet) ADJUSTED  
 SK0692  ______________________________________________________________________
 SK0692  NAD 83(2007) X  -   -407,099.422 (meters)                     COMP
 SK0692  NAD 83(2007) Y  - -4,282,385.360 (meters)                     COMP
 SK0692  NAD 83(2007) Z  -  4,693,880.140 (meters)                     COMP
 SK0692  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC09
 SK0692  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 SK0692  DYNAMIC HEIGHT  -        412.676 (meters)     1353.92  (feet) COMP
 SK0692  MODELED GRAVITY -    980,736.9   (mgal)                       NAVD 88
 SK0692
 SK0692  VERT ORDER      -  SECOND    CLASS 0
 SK0692
 SK0692  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0692  Type                                         Horiz  Ellip  Dist(km)
 SK0692  -------------------------------------------------------------------
 SK0692  NETWORK                                       0.48   0.51
 SK0692  -------------------------------------------------------------------
 SK0692  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.45   0.43      9.02
 SK0692  -------------------------------------------------------------------
 SK0692  NOTE: Click here for information on individual local accuracy
 SK0692  values and other accuracy information.
 SK0692
 SK0692
 SK0692.The horizontal coordinates were established by GPS observations
 SK0692.and adjusted by the National Geodetic Survey in February 2007.
 SK0692
 SK0692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0692.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0692
 SK0692.The horizontal coordinates are valid at the epoch date displayed above
 SK0692.which is a decimal equivalence of Year/Month/Day.
 SK0692
 SK0692.The orthometric height was determined by differential leveling and
 SK0692.adjusted in June 1991.
 SK0692
 SK0692.Photographs are available for this station.
 SK0692
 SK0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0692
 SK0692.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0692
 SK0692.The ellipsoidal height was determined by GPS observations
 SK0692.and is referenced to NAD 83.
 SK0692
 SK0692.The dynamic height is computed by dividing the NAVD 88
 SK0692.geopotential number by the normal gravity value computed on the
 SK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0692.degrees latitude (g = 980.6199 gals.).
 SK0692
 SK0692.The modeled gravity was interpolated from observed gravity values.
 SK0692
 SK0692. The following values were computed from the NAD 83(2007) position.
 SK0692
 SK0692;                    North         East     Units Scale Factor Converg.
 SK0692;SPC MN N     -   234,712.726   625,087.847   MT  0.99990611   -1 43 38.5
 SK0692;SPC MN N     -   770,053.34  2,050,809.04   sFT  0.99990611   -1 43 38.5
 SK0692;UTM  15      - 5,284,487.340   317,615.554   MT  1.00000878   -1 47 52.0
 SK0692
 SK0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0692!SPC MN N     -   0.99993965  x   0.99990611  =   0.99984576
 SK0692!UTM  15      -   0.99993965  x   1.00000878  =   0.99994842
 SK0692
 SK0692:                Primary Azimuth Mark                     Grid Az
 SK0692:SPC MN N     -  ROOK                                     182 44 14.9
 SK0692:UTM  15      -  ROOK                                     182 48 28.4
 SK0692
 SK0692|---------------------------------------------------------------------|
 SK0692| PID    Reference Object                     Distance      Geod. Az  |
 SK0692|                                                           dddmmss.s |
 SK0692| DF7312 ROOK                                APPROX. 0.6 KM 1810036.4 |
 SK0692|---------------------------------------------------------------------|
 SK0692
 SK0692                          SUPERSEDED SURVEY CONTROL
 SK0692
 SK0692  NAD 83(1996)-  47 41 16.87422(N)    095 25 49.54759(W) AD(       ) 1
 SK0692  ELLIP H (08/20/03)  385.098  (m)                       GP(       ) 3 2
 SK0692  NAVD 88 (08/20/03)  412.62   (m)         1353.7    (f) LEVELING    3  
 SK0692
 SK0692.Superseded values are not recommended for survey control.
 SK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0692.See file dsdata.txt to determine how the superseded data were derived.
 SK0692
 SK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1761584487(NAD 83)
 SK0692
 SK0692_MARKER: DB = BENCH MARK DISK
 SK0692_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0692_SP_SET: COPPER-CLAD STEEL ROD
 SK0692_STAMPING: 14 CER 1967
 SK0692_MARK LOGO: DI    
 SK0692_PROJECTION: FLUSH
 SK0692_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0692+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 SK0692_ROD/PIPE-DEPTH:  4.6 meters
 SK0692
 SK0692  HISTORY     - Date     Condition        Report By
 SK0692  HISTORY     - 1967     MONUMENTED       DI
 SK0692  HISTORY     - 20020401 GOOD             MNDT
 SK0692  HISTORY     - 20020827 GOOD             MNDT
 SK0692  HISTORY     - 20061206 GOOD             MNDT
 SK0692
 SK0692                          STATION DESCRIPTION
 SK0692
 SK0692'DESCRIBED BY US DEPARTMENT OF INTERIOR 1967
 SK0692'0.5 KM (0.30 MI) SOUTH FROM CLEARWATER.
 SK0692'CLEARBROOK, CLEARWATER CO., 0.5 MI SOUTH OF, T. 149 N., R. 37 W., NEAR
 SK0692'OF SECTIONS 29, 30, 31 AND 32, 61 FT SOUTH 115 FT EAST OF THE
 SK0692'CROSSROADS, AND 1.4 FT LOWER THAN, 2 FT WEST OF A POWER POLE, ON TOP
 SK0692'OF A COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD
 SK0692'TABLET STAMPED 14 CER 1967.
 SK0692
 SK0692                          STATION RECOVERY (2002)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0692'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.5 MI SOUTH OF
 SK0692'CLEARBROOK, 0.4 MI SOUTH ALONG TH 92 FROM JCT OF CO RD  5 AND TH 92 IN
 SK0692'CLEARBROOK, AT TH 92 MP 44.8, 115.5 FT EAST OF TH 92, 61.7 FT SOUTH OF
 SK0692'CO RD 49, 30.2 FT WEST OF R/W POST, 4 FT WSW OF P-POL E, 2.1 FT EAST
 SK0692'OF WIT POST,   FLUSH, SUITABLE FOR GPS
 SK0692
 SK0692                          STATION RECOVERY (2002)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0692'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SK0692'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 SK0692
 SK0692                          STATION RECOVERY (2006)
 SK0692
 SK0692'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 SK0692'0.5 MILE SOUTH OF CLEARBROOK, 0.4 MILE SOUTH ALONG TRUNK HIGHWAY 92
 SK0692'FROM JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY 92 IN CLEARBROOK, AT
 SK0692'TRUNK HIGHWAY 92 MILEPOINT 44.8, 115.5 FEET EAST OF TRUNK HIGHWAY 92,
 SK0692'61.7 FEET SOUTH OF COUNTY ROAD 49, 30.2 FEET WEST OF RIGHT OF WAY
 SK0692'POST, 4 FEET WEST-SOUTHWEST OF POWER POLE, 2.1 FEET EAST OF WITNESS
 SK0692'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0693 ***********************************************************************
 SK0693  DESIGNATION -  14 CER A TBM
 SK0693  PID         -  SK0693
 SK0693  STATE/COUNTY-  MN/CLEARWATER
 SK0693  COUNTRY     -  US
 SK0693  USGS QUAD   -  CLEARBROOK (1969)
 SK0693
 SK0693                         *CURRENT SURVEY CONTROL
 SK0693  ______________________________________________________________________
 SK0693* NAD 83(1986) POSITION- 47 41 39.     (N) 095 25 52.     (W)   SCALED    
 SK0693* NAVD 88 ORTHO HEIGHT -   407.793  (meters)    1337.90  (feet) ADJUSTED  
 SK0693  ______________________________________________________________________
 SK0693  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 SK0693  DYNAMIC HEIGHT  -        407.849 (meters)     1338.08  (feet) COMP
 SK0693  MODELED GRAVITY -    980,738.3   (mgal)                       NAVD 88
 SK0693
 SK0693  VERT ORDER      -  SECOND    CLASS 0
 SK0693
 SK0693.The horizontal coordinates were scaled from a topographic map and have
 SK0693.an estimated accuracy of +/- 6 seconds.
 SK0693.
 SK0693.The orthometric height was determined by differential leveling and
 SK0693.adjusted in June 1991.
 SK0693
 SK0693.The dynamic height is computed by dividing the NAVD 88
 SK0693.geopotential number by the normal gravity value computed on the
 SK0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0693.degrees latitude (g = 980.6199 gals.).
 SK0693
 SK0693.The modeled gravity was interpolated from observed gravity values.
 SK0693
 SK0693;                    North         East    Units  Estimated Accuracy
 SK0693;SPC MN N     -   235,400.      625,060.      MT  (+/- 180 meters Scaled)
 SK0693
 SK0693                          SUPERSEDED SURVEY CONTROL
 SK0693
 SK0693.No superseded survey control is available for this station.
 SK0693
 SK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN175851(NAD 83)
 SK0693
 SK0693_MARKER: Z = SEE DESCRIPTION
 SK0693_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0693_SP_SET: IN METAL CULVERT
 SK0693_STAMPING: 14 CER A TBM
 SK0693_MARK LOGO: NONE  
 SK0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0693
 SK0693  HISTORY     - Date     Condition        Report By
 SK0693  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0693
 SK0693                          STATION DESCRIPTION
 SK0693
 SK0693'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0693'IN CLEARBROOK.
 SK0693'TBM 14 A, 0.4 MI NORTH OF TABLET, 20 FT NORTH, 40 FT WEST OF A CROSS
 SK0693'STREET AT CLEARBROOK, AND 2.7 FT LOWER THAN, ON NORTH END OF A 16 IN.
 SK0693'CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0694 ***********************************************************************
 SK0694  DESIGNATION -  14 CER B TBM
 SK0694  PID         -  SK0694
 SK0694  STATE/COUNTY-  MN/CLEARWATER
 SK0694  COUNTRY     -  US
 SK0694  USGS QUAD   -  CLEARBROOK (1969)
 SK0694
 SK0694                         *CURRENT SURVEY CONTROL
 SK0694  ______________________________________________________________________
 SK0694* NAD 83(1986) POSITION- 47 42 08.     (N) 095 26 42.     (W)   SCALED    
 SK0694* NAVD 88 ORTHO HEIGHT -   404.189  (meters)    1326.08  (feet) ADJUSTED  
 SK0694  ______________________________________________________________________
 SK0694  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 SK0694  DYNAMIC HEIGHT  -        404.246 (meters)     1326.26  (feet) COMP
 SK0694  MODELED GRAVITY -    980,740.5   (mgal)                       NAVD 88
 SK0694
 SK0694  VERT ORDER      -  SECOND    CLASS 0
 SK0694
 SK0694.The horizontal coordinates were scaled from a topographic map and have
 SK0694.an estimated accuracy of +/- 6 seconds.
 SK0694.
 SK0694.The orthometric height was determined by differential leveling and
 SK0694.adjusted in June 1991.
 SK0694
 SK0694.The dynamic height is computed by dividing the NAVD 88
 SK0694.geopotential number by the normal gravity value computed on the
 SK0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0694.degrees latitude (g = 980.6199 gals.).
 SK0694
 SK0694.The modeled gravity was interpolated from observed gravity values.
 SK0694
 SK0694;                    North         East    Units  Estimated Accuracy
 SK0694;SPC MN N     -   236,320.      624,040.      MT  (+/- 180 meters Scaled)
 SK0694
 SK0694                          SUPERSEDED SURVEY CONTROL
 SK0694
 SK0694.No superseded survey control is available for this station.
 SK0694
 SK0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN165860(NAD 83)
 SK0694
 SK0694_MARKER: Z = SEE DESCRIPTION
 SK0694_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0694_SP_SET: IN METAL CULVERT
 SK0694_STAMPING: 14 CER B TBM
 SK0694_MARK LOGO: NONE  
 SK0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0694
 SK0694  HISTORY     - Date     Condition        Report By
 SK0694  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0694
 SK0694                          STATION DESCRIPTION
 SK0694
 SK0694'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0694'1.4 KM (0.90 MI) NW FROM CLEARBROOK.
 SK0694'TBM 14 B, 0.95 MI NW. OF CLEARBROOK, 113 FT SE. OF THE CROSSROADS AND
 SK0694'4.6 FT LOWER THAN, 48 FT SW. OF STATE HWY. 92, ON THE EAST END OF AN
 SK0694'18 IN. CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0691 ***********************************************************************
 SK0691  DESIGNATION -  14 CER RM
 SK0691  PID         -  SK0691
 SK0691  STATE/COUNTY-  MN/CLEARWATER
 SK0691  COUNTRY     -  US
 SK0691  USGS QUAD   -  CLEARBROOK (1969)
 SK0691
 SK0691                         *CURRENT SURVEY CONTROL
 SK0691  ______________________________________________________________________
 SK0691* NAD 83(1986) POSITION- 47 41 17.     (N) 095 25 51.     (W)   SCALED    
 SK0691* NAVD 88 ORTHO HEIGHT -   411.975  (meters)    1351.62  (feet) ADJUSTED  
 SK0691  ______________________________________________________________________
 SK0691  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 SK0691  DYNAMIC HEIGHT  -        412.032 (meters)     1351.81  (feet) COMP
 SK0691  MODELED GRAVITY -    980,736.9   (mgal)                       NAVD 88
 SK0691
 SK0691  VERT ORDER      -  SECOND    CLASS 0
 SK0691
 SK0691.The horizontal coordinates were scaled from a topographic map and have
 SK0691.an estimated accuracy of +/- 6 seconds.
 SK0691.
 SK0691.The orthometric height was determined by differential leveling and
 SK0691.adjusted in June 1991.
 SK0691
 SK0691.The dynamic height is computed by dividing the NAVD 88
 SK0691.geopotential number by the normal gravity value computed on the
 SK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0691.degrees latitude (g = 980.6199 gals.).
 SK0691
 SK0691.The modeled gravity was interpolated from observed gravity values.
 SK0691
 SK0691;                    North         East    Units  Estimated Accuracy
 SK0691;SPC MN N     -   234,720.      625,060.      MT  (+/- 180 meters Scaled)
 SK0691
 SK0691                          SUPERSEDED SURVEY CONTROL
 SK0691
 SK0691.No superseded survey control is available for this station.
 SK0691
 SK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN175844(NAD 83)
 SK0691
 SK0691_MARKER: Q = CHISELED SQUARE
 SK0691_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0691_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0691_STAMPING: 14 CER RM
 SK0691_MARK LOGO: NONE  
 SK0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0691
 SK0691  HISTORY     - Date     Condition        Report By
 SK0691  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0691
 SK0691                          STATION DESCRIPTION
 SK0691
 SK0691'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0691'0.5 KM (0.30 MI) SOUTH FROM CLEARWATER.
 SK0691'REFERENCE MARK, 88 FT NW. OF TABLET, 31 FT SOUTH AND 34 FT EAST OF A
 SK0691'CROSSROADS, ON SOUTH END OF A 24 IN. CONCRETE CULVERT, A CHISELED
 SK0691'SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0644 ***********************************************************************
 SK0644  DESIGNATION -  14 CLC
 SK0644  PID         -  SK0644
 SK0644  STATE/COUNTY-  MN/POLK
 SK0644  COUNTRY     -  US
 SK0644  USGS QUAD   -  MC INTOSH (1982)
 SK0644
 SK0644                         *CURRENT SURVEY CONTROL
 SK0644  ______________________________________________________________________
 SK0644* NAD 83(1986) POSITION- 47 42 06.     (N) 095 52 48.     (W)   SCALED    
 SK0644* NAVD 88 ORTHO HEIGHT -   378.377  (meters)    1241.39  (feet) ADJUSTED  
 SK0644  ______________________________________________________________________
 SK0644  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 SK0644  DYNAMIC HEIGHT  -        378.429 (meters)     1241.56  (feet) COMP
 SK0644  MODELED GRAVITY -    980,741.0   (mgal)                       NAVD 88
 SK0644
 SK0644  VERT ORDER      -  THIRD
 SK0644
 SK0644.The horizontal coordinates were scaled from a topographic map and have
 SK0644.an estimated accuracy of +/- 6 seconds.
 SK0644.
 SK0644.The orthometric height was determined by differential leveling and
 SK0644.adjusted in June 1991.
 SK0644
 SK0644.The dynamic height is computed by dividing the NAVD 88
 SK0644.geopotential number by the normal gravity value computed on the
 SK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0644.degrees latitude (g = 980.6199 gals.).
 SK0644
 SK0644.The modeled gravity was interpolated from observed gravity values.
 SK0644
 SK0644;                    North         East    Units  Estimated Accuracy
 SK0644;SPC MN N     -   237,340.      591,410.      MT  (+/- 180 meters Scaled)
 SK0644
 SK0644                          SUPERSEDED SURVEY CONTROL
 SK0644
 SK0644.No superseded survey control is available for this station.
 SK0644
 SK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN839871(NAD 83)
 SK0644
 SK0644_MARKER: DB = BENCH MARK DISK
 SK0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0644_SP_SET: COPPER-CLAD STEEL ROD
 SK0644_STAMPING: 14 CLC 1967
 SK0644_MARK LOGO: USGS  
 SK0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0644
 SK0644  HISTORY     - Date     Condition        Report By
 SK0644  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0644
 SK0644                          STATION DESCRIPTION
 SK0644
 SK0644'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0644'7.7 KM (4.80 MI) NORTH FROM MCINTOSH.
 SK0644'MCINTOSH, 4.8 MI NORTH OF, NEAR THE NW. CORNER OF SECTION 26, T. 149
 SK0644'N., R. 41 W., 371 FT NORTH, 64 FT EAST AND 0.8 FT HIGHER THAN T-DRIVE
 SK0644'EAST LEADING INTO A SMALL WHITE FARMHOUSE, 1 FT WEST OF WITNESS POST,
 SK0644'ON TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO THE DEPTH OF 15 FEET, A
 SK0644'STANDARD TABLET STAMPED 14 CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0645 ***********************************************************************
 SK0645  DESIGNATION -  14 CLC A TBM
 SK0645  PID         -  SK0645
 SK0645  STATE/COUNTY-  MN/POLK
 SK0645  COUNTRY     -  US
 SK0645  USGS QUAD   -  MC INTOSH (1982)
 SK0645
 SK0645                         *CURRENT SURVEY CONTROL
 SK0645  ______________________________________________________________________
 SK0645* NAD 83(1986) POSITION- 47 43 06.     (N) 095 52 51.     (W)   SCALED    
 SK0645* NAVD 88 ORTHO HEIGHT -   375.286  (meters)    1231.25  (feet) ADJUSTED  
 SK0645  ______________________________________________________________________
 SK0645  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 SK0645  DYNAMIC HEIGHT  -        375.342 (meters)     1231.43  (feet) COMP
 SK0645  MODELED GRAVITY -    980,748.7   (mgal)                       NAVD 88
 SK0645
 SK0645  VERT ORDER      -  THIRD
 SK0645
 SK0645.The horizontal coordinates were scaled from a topographic map and have
 SK0645.an estimated accuracy of +/- 6 seconds.
 SK0645.
 SK0645.The orthometric height was determined by differential leveling and
 SK0645.adjusted in June 1991.
 SK0645
 SK0645.The dynamic height is computed by dividing the NAVD 88
 SK0645.geopotential number by the normal gravity value computed on the
 SK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0645.degrees latitude (g = 980.6199 gals.).
 SK0645
 SK0645.The modeled gravity was interpolated from observed gravity values.
 SK0645
 SK0645;                    North         East    Units  Estimated Accuracy
 SK0645;SPC MN N     -   239,200.      591,420.      MT  (+/- 180 meters Scaled)
 SK0645
 SK0645                          SUPERSEDED SURVEY CONTROL
 SK0645
 SK0645.No superseded survey control is available for this station.
 SK0645
 SK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN839890(NAD 83)
 SK0645
 SK0645_MARKER: Q = CHISELED SQUARE
 SK0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0645_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0645_MARK LOGO: USGS  
 SK0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0645
 SK0645  HISTORY     - Date     Condition        Report By
 SK0645  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0645
 SK0645                          STATION DESCRIPTION
 SK0645
 SK0645'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0645'9.7 KM (6.00 MI) NORTH FROM MCINTOSH.
 SK0645'TBM 14 CLC A, 1.2 MI NORTH ALONG CO. HWY 8 FROM TABLET, 249 FT NORTH,
 SK0645'45 FT WEST AND 8.7 FT LOWER THAN CROSSROADS, ON THE NORTH END OF A
 SK0645'CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0643 ***********************************************************************
 SK0643  DESIGNATION -  14 CLC RM
 SK0643  PID         -  SK0643
 SK0643  STATE/COUNTY-  MN/POLK
 SK0643  COUNTRY     -  US
 SK0643  USGS QUAD   -  MC INTOSH (1982)
 SK0643
 SK0643                         *CURRENT SURVEY CONTROL
 SK0643  ______________________________________________________________________
 SK0643* NAD 83(1986) POSITION- 47 42 02.     (N) 095 52 49.     (W)   SCALED    
 SK0643* NAVD 88 ORTHO HEIGHT -   376.952  (meters)    1236.72  (feet) ADJUSTED  
 SK0643  ______________________________________________________________________
 SK0643  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 SK0643  DYNAMIC HEIGHT  -        377.004 (meters)     1236.89  (feet) COMP
 SK0643  MODELED GRAVITY -    980,740.5   (mgal)                       NAVD 88
 SK0643
 SK0643  VERT ORDER      -  THIRD
 SK0643
 SK0643.The horizontal coordinates were scaled from a topographic map and have
 SK0643.an estimated accuracy of +/- 6 seconds.
 SK0643.
 SK0643.The orthometric height was determined by differential leveling and
 SK0643.adjusted in June 1991.
 SK0643
 SK0643.The dynamic height is computed by dividing the NAVD 88
 SK0643.geopotential number by the normal gravity value computed on the
 SK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0643.degrees latitude (g = 980.6199 gals.).
 SK0643
 SK0643.The modeled gravity was interpolated from observed gravity values.
 SK0643
 SK0643;                    North         East    Units  Estimated Accuracy
 SK0643;SPC MN N     -   237,220.      591,390.      MT  (+/- 180 meters Scaled)
 SK0643
 SK0643                          SUPERSEDED SURVEY CONTROL
 SK0643
 SK0643.No superseded survey control is available for this station.
 SK0643
 SK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN839870(NAD 83)
 SK0643
 SK0643_MARKER: Q = CHISELED SQUARE
 SK0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0643_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0643_MARK LOGO: USGS  
 SK0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0643
 SK0643  HISTORY     - Date     Condition        Report By
 SK0643  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0643
 SK0643                          STATION DESCRIPTION
 SK0643
 SK0643'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0643'7.7 KM (4.80 MI) NORTH FROM MCINTOSH.
 SK0643'REFERENCE MARK, 0.8 MI NORTH ALONG CO. HWY 8 FROM TBM 13 CLC A, 20 FT
 SK0643'NORTH, 39 FT EAST FROM A T-DRIVE LEADING INTO A WHITE FARM HOUSE, 351
 SK0643'FT SOUTH AND 25 FT WEST OF TABLET, ON THE NORTH END OF A CONCRETE
 SK0643'CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8091 ***********************************************************************
 DM8091  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8091  DESIGNATION -  14 DLS
 DM8091  PID         -  DM8091
 DM8091  STATE/COUNTY-  MN/ITASCA
 DM8091  COUNTRY     -  US
 DM8091  USGS QUAD   -  WIRT (1996)
 DM8091
 DM8091                         *CURRENT SURVEY CONTROL
 DM8091  ______________________________________________________________________
 DM8091* NAD 83(2007) POSITION- 47 41 54.35977(N) 093 56 16.02219(W)   ADJUSTED  
 DM8091* NAD 83(2007) ELLIP HT-   390.968 (meters)        (06/13/11)   ADJUSTED
 DM8091* NAD 83(2007) EPOCH   -  2002.00
 DM8091* NAVD 88 ORTHO HEIGHT -   419.65   (meters)    1376.8   (feet) GPS OBS   
 DM8091  ______________________________________________________________________
 DM8091  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 DM8091  NAD 83(2007) X  -   -295,352.440 (meters)                     COMP
 DM8091  NAD 83(2007) Y  - -4,290,686.351 (meters)                     COMP
 DM8091  NAD 83(2007) Z  -  4,694,663.795 (meters)                     COMP
 DM8091  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC09
 DM8091  HORZ ORDER      -  FIRST
 DM8091  ELLP ORDER      -  FOURTH    CLASS I
 DM8091
 DM8091.The horizontal coordinates were established by GPS observations
 DM8091.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8091
 DM8091.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8091.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8091
 DM8091.The horizontal coordinates are valid at the epoch date displayed above
 DM8091.which is a decimal equivalence of Year/Month/Day.
 DM8091
 DM8091.The orthometric height was determined by GPS observations and a
 DM8091.high-resolution geoid model using precise GPS observation and
 DM8091.processing techniques.
 DM8091
 DM8091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8091
 DM8091.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8091
 DM8091.The ellipsoidal height was determined by GPS observations
 DM8091.and is referenced to NAD 83.
 DM8091
 DM8091. The following values were computed from the NAD 83(2007) position.
 DM8091
 DM8091;                    North         East     Units Scale Factor Converg.
 DM8091;SPC MN N     -   233,574.239   737,123.753   MT  0.99990566   -0 37 15.5
 DM8091;SPC MN N     -   766,318.15  2,418,380.18   sFT  0.99990566   -0 37 15.5
 DM8091;UTM  15      - 5,283,209.116   429,639.114   MT  0.99966083   -0 41 37.1
 DM8091
 DM8091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8091!SPC MN N     -   0.99993872  x   0.99990566  =   0.99984439
 DM8091!UTM  15      -   0.99993872  x   0.99966083  =   0.99959958
 DM8091
 DM8091                          SUPERSEDED SURVEY CONTROL
 DM8091
 DM8091.No superseded survey control is available for this station.
 DM8091
 DM8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2963983209(NAD 83)
 DM8091
 DM8091_MARKER: DD = SURVEY DISK
 DM8091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8091_STAMPING: 14 DLS 1969
 DM8091_MARK LOGO: USGS  
 DM8091_PROJECTION: FLUSH
 DM8091_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM8091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8091+STABILITY: SURFACE MOTION
 DM8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8091+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2010
 DM8091
 DM8091  HISTORY     - Date     Condition        Report By
 DM8091  HISTORY     - 19690401 MONUMENTED       USGS
 DM8091  HISTORY     - 20100113 GOOD             MNDT
 DM8091
 DM8091                          STATION DESCRIPTION
 DM8091
 DM8091'DESCRIBED BY MN DEPT OF TRANSP 2010 (DJS)
 DM8091'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8091'THE MARK IS AT BASS LAKE, 90 FEET NORTH AND 95 FEET WEST OF JUNCTION
 DM8091'OF COUNTY ROAD 29 AND COUNTY ROAD 127, 15 FEET NORTHEAST OF POWER POLE
 DM8091'WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2676 ***********************************************************************
 DJ2676  DESIGNATION -  14 DWB
 DJ2676  PID         -  DJ2676
 DJ2676  STATE/COUNTY-  MN/YELLOW MEDICINE
 DJ2676  COUNTRY     -  US
 DJ2676  USGS QUAD   -  CANBY (1967)
 DJ2676
 DJ2676                         *CURRENT SURVEY CONTROL
 DJ2676  ______________________________________________________________________
 DJ2676* NAD 83(2007) POSITION- 44 44 49.18696(N) 096 18 17.72230(W)   ADJUSTED  
 DJ2676* NAD 83(2007) ELLIP HT-   345.470 (meters)        (04/29/11)   ADJUSTED
 DJ2676* NAD 83(2007) EPOCH   -  2002.00
 DJ2676* NAVD 88 ORTHO HEIGHT -   371.3    (meters)    1218.    (feet) GPS OBS   
 DJ2676  ______________________________________________________________________
 DJ2676  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ2676  GEOID HEIGHT    -        -25.81  (meters)                     GEOID03
 DJ2676  GEOID HEIGHT    -        -25.84  (meters)                     GEOID09
 DJ2676  NAD 83(2007) X  -   -498,325.983 (meters)                     COMP
 DJ2676  NAD 83(2007) Y  - -4,510,227.366 (meters)                     COMP
 DJ2676  NAD 83(2007) Z  -  4,467,666.685 (meters)                     COMP
 DJ2676  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC09
 DJ2676  HORZ ORDER      -  FIRST
 DJ2676  ELLP ORDER      -  FOURTH    CLASS I
 DJ2676
 DJ2676.The horizontal coordinates were established by GPS observations
 DJ2676.and adjusted by the National Geodetic Survey in April 2011.
 DJ2676
 DJ2676.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ2676.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ2676
 DJ2676.The horizontal coordinates are valid at the epoch date displayed above
 DJ2676.which is a decimal equivalence of Year/Month/Day.
 DJ2676
 DJ2676.The orthometric height was determined by GPS observations and a
 DJ2676.high-resolution geoid model.
 DJ2676
 DJ2676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2676
 DJ2676.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ2676
 DJ2676.The ellipsoidal height was determined by GPS observations
 DJ2676.and is referenced to NAD 83.
 DJ2676
 DJ2676. The following values were computed from the NAD 83(2007) position.
 DJ2676
 DJ2676;                    North         East     Units Scale Factor Converg.
 DJ2676;SPC MN S     -   296,685.366   617,502.853   MT  0.99993120   -1 36 56.1
 DJ2676;SPC MN S     -   973,375.24  2,025,923.94   sFT  0.99993120   -1 36 56.1
 DJ2676;UTM  14      - 4,958,379.195   713,346.832   MT  1.00015975   +1 53 52.8
 DJ2676
 DJ2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2676!SPC MN S     -   0.99994584  x   0.99993120  =   0.99987704
 DJ2676!UTM  14      -   0.99994584  x   1.00015975  =   1.00010558
 DJ2676
 DJ2676                          SUPERSEDED SURVEY CONTROL
 DJ2676
 DJ2676  NAD 83(1996)-  44 44 49.18659(N)    096 18 17.72185(W) AD(       ) 1
 DJ2676  ELLIP H (07/10/07)  345.480  (m)                       GP(       ) 4 1
 DJ2676
 DJ2676.Superseded values are not recommended for survey control.
 DJ2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2676.See file dsdata.txt to determine how the superseded data were derived.
 DJ2676
 DJ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1334658379(NAD 83)
 DJ2676
 DJ2676_MARKER: DD = SURVEY DISK
 DJ2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2676_STAMPING: 14 DWB 1965
 DJ2676_MARK LOGO: USGS  
 DJ2676_PROJECTION: PROJECTING 41 CENTIMETERS
 DJ2676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2676+STABILITY: SURFACE MOTION
 DJ2676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2676+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2006
 DJ2676
 DJ2676  HISTORY     - Date     Condition        Report By
 DJ2676  HISTORY     - 1965     MONUMENTED       USGS
 DJ2676  HISTORY     - 20061006 GOOD             MNDT
 DJ2676
 DJ2676                          STATION DESCRIPTION
 DJ2676
 DJ2676'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DJ2676'2.5 MILES NORTH AND 1 MILE WEST OF CANBY, 2.6 MILES NORTHEAST AND
 DJ2676'NORTH ALONG COUNTRY ROAD 13 (POPLAR AVENUE NORTH) FROM JUNCTION OF
 DJ2676'COUNTY ROAD 13 AND TRUNK HIGHWAY 68 IN CANBY THEN 1.35 MILES WEST ON
 DJ2676'240TH AVENUE, 0.3 MILE WEST OF CROSSROAD, ON TOP OF DITCH AT SLIGHT
 DJ2676'CREST IN ROAD, 30 FEET SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2324 ***********************************************************************
 DL2324  DESIGNATION -  14 HEH
 DL2324  PID         -  DL2324
 DL2324  STATE/COUNTY-  MN/ROSEAU
 DL2324  COUNTRY     -  US
 DL2324  USGS QUAD   -  BADGER NW (1966)
 DL2324
 DL2324                         *CURRENT SURVEY CONTROL
 DL2324  ______________________________________________________________________
 DL2324* NAD 83(2007) POSITION- 48 52 41.05232(N) 096 09 48.40467(W)   ADJUSTED  
 DL2324* NAD 83(2007) ELLIP HT-   287.083 (meters)        (04/01/09)   ADJUSTED
 DL2324* NAD 83(2007) EPOCH   -  2002.00
 DL2324* NAVD 88 ORTHO HEIGHT -   314.7    (meters)    1032.    (feet) GPS OBS   
 DL2324  ______________________________________________________________________
 DL2324  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2324  GEOID HEIGHT    -        -27.56  (meters)                     GEOID03
 DL2324  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DL2324  NAD 83(2007) X  -   -451,239.069 (meters)                     COMP
 DL2324  NAD 83(2007) Y  - -4,178,553.995 (meters)                     COMP
 DL2324  NAD 83(2007) Z  -  4,781,868.198 (meters)                     COMP
 DL2324  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC09
 DL2324  HORZ ORDER      -  FIRST
 DL2324  ELLP ORDER      -  FOURTH    CLASS I
 DL2324
 DL2324.The horizontal coordinates were established by GPS observations
 DL2324.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2324
 DL2324.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2324.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2324
 DL2324.The horizontal coordinates are valid at the epoch date displayed above
 DL2324.which is a decimal equivalence of Year/Month/Day.
 DL2324
 DL2324.The orthometric height was determined by GPS observations and a
 DL2324.high-resolution geoid model.
 DL2324
 DL2324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2324
 DL2324.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2324
 DL2324.The ellipsoidal height was determined by GPS observations
 DL2324.and is referenced to NAD 83.
 DL2324
 DL2324. The following values were computed from the NAD 83(2007) position.
 DL2324
 DL2324;                    North         East     Units Scale Factor Converg.
 DL2324;SPC MN N     -   368,850.338   575,338.833   MT  1.00006904   -2 16 14.5
 DL2324;SPC MN N     - 1,210,136.48  1,887,590.82   sFT  1.00006904   -2 16 14.5
 DL2324;UTM  14      - 5,417,781.044   707,967.313   MT  1.00013136   +2 08 15.3
 DL2324
 DL2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2324!SPC MN N     -   0.99995501  x   1.00006904  =   1.00002405
 DL2324!UTM  14      -   0.99995501  x   1.00013136  =   1.00008637
 DL2324
 DL2324                          SUPERSEDED SURVEY CONTROL
 DL2324
 DL2324.No superseded survey control is available for this station.
 DL2324
 DL2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV0796717781(NAD 83)
 DL2324
 DL2324_MARKER: DD = SURVEY DISK
 DL2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2324_STAMPING: 14 HEH 1966
 DL2324_MARK LOGO: USGS  
 DL2324_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2324+STABILITY: SURFACE MOTION
 DL2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2324+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2324
 DL2324  HISTORY     - Date     Condition        Report By
 DL2324  HISTORY     - 1966     MONUMENTED       USGS
 DL2324  HISTORY     - 20091001 GOOD             MNDT
 DL2324
 DL2324                          STATION DESCRIPTION
 DL2324
 DL2324'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2324'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2324'THE MARK IS 12.0 MILES NORTH AND 1.0 MILE EAST OF GREENBUSH, 3.1 MILES
 DL2324'NORTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND
 DL2324'TRUNK HIGHWAY 89 (6 MILES WEST OF ROSEAU) TO TRUNK HIGHWAY 89
 DL2324'MILEPOINT 134.5, THENCE 11.3 MILES WEST ON 330TH STREET, 40 FEET SOUTH
 DL2324'OF 330TH STREET, 40 FEET WEST OF 210TH AVENUE, 11.5 FEET NORTH OF
 DL2324'POWER-POLE, 2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9568 ***********************************************************************
 DE9568  DESIGNATION -  14 MC
 DE9568  PID         -  DE9568
 DE9568  STATE/COUNTY-  MN/NOBLES
 DE9568  COUNTRY     -  US
 DE9568  USGS QUAD   -  ADRIAN NE (1967)
 DE9568
 DE9568                         *CURRENT SURVEY CONTROL
 DE9568  ______________________________________________________________________
 DE9568* NAD 83(2007) POSITION- 43 42 53.18006(N) 095 45 10.78813(W)   ADJUSTED  
 DE9568* NAD 83(2007) ELLIP HT-   487.614 (meters)        (02/10/07)   ADJUSTED
 DE9568* NAD 83(2007) EPOCH   -  2002.00
 DE9568* NAVD 88 ORTHO HEIGHT -   514.0    (meters)    1686.    (feet) GPS OBS   
 DE9568  ______________________________________________________________________
 DE9568  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE9568  GEOID HEIGHT    -        -26.33  (meters)                     GEOID99
 DE9568  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 DE9568  NAD 83(2007) X  -   -462,887.407 (meters)                     COMP
 DE9568  NAD 83(2007) Y  - -4,594,528.217 (meters)                     COMP
 DE9568  NAD 83(2007) Z  -  4,385,576.927 (meters)                     COMP
 DE9568  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC09
 DE9568
 DE9568  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9568  Type                                         Horiz  Ellip  Dist(km)
 DE9568  -------------------------------------------------------------------
 DE9568  NETWORK                                       0.55   0.53
 DE9568  -------------------------------------------------------------------
 DE9568  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.69   0.55      9.75
 DE9568  -------------------------------------------------------------------
 DE9568  NOTE: Click here for information on individual local accuracy
 DE9568  values and other accuracy information.
 DE9568
 DE9568
 DE9568.The horizontal coordinates were established by GPS observations
 DE9568.and adjusted by the National Geodetic Survey in February 2007.
 DE9568
 DE9568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9568.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9568
 DE9568.The horizontal coordinates are valid at the epoch date displayed above
 DE9568.which is a decimal equivalence of Year/Month/Day.
 DE9568
 DE9568.The orthometric height was determined by GPS observations and a
 DE9568.high-resolution geoid model.
 DE9568
 DE9568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9568
 DE9568.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9568
 DE9568.The ellipsoidal height was determined by GPS observations
 DE9568.and is referenced to NAD 83.
 DE9568
 DE9568. The following values were computed from the NAD 83(2007) position.
 DE9568
 DE9568;                    North         East     Units Scale Factor Converg.
 DE9568;SPC MN S     -   180,935.758   658,735.623   MT  1.00001556   -1 13 43.4
 DE9568;SPC MN S     -   593,620.07  2,161,201.79   sFT  1.00001556   -1 13 43.4
 DE9568;UTM  15      - 4,843,877.544   278,222.351   MT  1.00020502   -1 54 11.8
 DE9568
 DE9568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9568!SPC MN S     -   0.99992354  x   1.00001556  =   0.99993910
 DE9568!UTM  15      -   0.99992354  x   1.00020502  =   1.00012855
 DE9568
 DE9568                          SUPERSEDED SURVEY CONTROL
 DE9568
 DE9568  NAD 83(1996)-  43 42 53.17950(N)    095 45 10.78730(W) AD(       ) 1
 DE9568  ELLIP H (01/17/03)  487.640  (m)                       GP(       ) 3 1
 DE9568
 DE9568.Superseded values are not recommended for survey control.
 DE9568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9568.See file dsdata.txt to determine how the superseded data were derived.
 DE9568
 DE9568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7822243877(NAD 83)
 DE9568
 DE9568_MARKER: DB = BENCH MARK DISK
 DE9568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9568_STAMPING: 14 MC 1958 1686
 DE9568_MARK LOGO: USGS  
 DE9568_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE9568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9568+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 DE9568
 DE9568  HISTORY     - Date     Condition        Report By
 DE9568  HISTORY     - 1958     MONUMENTED       USGS
 DE9568  HISTORY     - 20010401 GOOD             MNDT
 DE9568
 DE9568                          STATION DESCRIPTION
 DE9568
 DE9568'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9568'THE MARK WAS RECOVERED IN GOOD CONDITION. 2 MI WEST ALONG CO RD 14
 DE9568'FROM JCT CO RD 14 AND CO RD 9 AT READING, THENCE 0.75 MI NORTH ALONG
 DE9568'TWP RD, 32 FT EAST OF RD, 46 FT NORTH OF FARM ENT, 56 FT SOUTH OF
 DE9568'P-POLE, 4 FT SOUTH OF TEL CABLE PEDESTAL, 0.8 FT SOUTH OF WITH POST,
 DE9568'MAGNETIC (RR SPIKE), PROJECTS 12 INCHES, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 WA0171 ***********************************************************************
 WA0171  DESIGNATION -  14 MDD
 WA0171  PID         -  WA0171
 WA0171  STATE/COUNTY-  MN/MARSHALL
 WA0171  COUNTRY     -  US
 WA0171  USGS QUAD   -  BIG WOODS (1966)
 WA0171
 WA0171                         *CURRENT SURVEY CONTROL
 WA0171  ______________________________________________________________________
 WA0171* NAD 83(2007) POSITION- 48 16 59.31548(N) 097 06 29.84032(W)   ADJUSTED  
 WA0171* NAD 83(2007) ELLIP HT-   217.353 (meters)        (07/11/08)   ADJUSTED
 WA0171* NAD 83(2007) EPOCH   -  2002.00
 WA0171* NAVD 88 ORTHO HEIGHT -   244.3    (meters)     802.    (feet) GPS OBS   
 WA0171  ______________________________________________________________________
 WA0171  NAVD 88 orthometric height was determined with geoid model    GEOID03
 WA0171  GEOID HEIGHT    -        -26.93  (meters)                     GEOID03
 WA0171  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 WA0171  NAD 83(2007) X  -   -526,215.079 (meters)                     COMP
 WA0171  NAD 83(2007) Y  - -4,219,729.782 (meters)                     COMP
 WA0171  NAD 83(2007) Z  -  4,738,047.289 (meters)                     COMP
 WA0171  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 WA0171  HORZ ORDER      -  FIRST
 WA0171  ELLP ORDER      -  FIRST     CLASS I
 WA0171
 WA0171.The horizontal coordinates were established by GPS observations
 WA0171.and adjusted by the MN DEPT OF TRANSP in July 2008.
 WA0171
 WA0171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 WA0171.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 WA0171
 WA0171.The horizontal coordinates are valid at the epoch date displayed above
 WA0171.which is a decimal equivalence of Year/Month/Day.
 WA0171
 WA0171.The orthometric height was determined by GPS observations and a
 WA0171.high-resolution geoid model.
 WA0171
 WA0171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0171
 WA0171.The Laplace correction was computed from DEFLEC09 derived deflections.
 WA0171
 WA0171.The ellipsoidal height was determined by GPS observations
 WA0171.and is referenced to NAD 83.
 WA0171
 WA0171. The following values were computed from the NAD 83(2007) position.
 WA0171
 WA0171;                    North         East     Units Scale Factor Converg.
 WA0171;SPC MN N     -   305,952.214   502,673.561   MT  0.99993334   -2 58 15.7
 WA0171;SPC MN N     - 1,003,778.22  1,649,188.17   sFT  0.99993334   -2 58 15.7
 WA0171;UTM  14      - 5,349,500.784   640,336.360   MT  0.99984198   +1 24 44.2
 WA0171
 WA0171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0171!SPC MN N     -   0.99996594  x   0.99993334  =   0.99989928
 WA0171!UTM  14      -   0.99996594  x   0.99984198  =   0.99980792
 WA0171
 WA0171                          SUPERSEDED SURVEY CONTROL
 WA0171
 WA0171.No superseded survey control is available for this station.
 WA0171
 WA0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4033649500(NAD 83)
 WA0171
 WA0171_MARKER: DD = SURVEY DISK
 WA0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0171_STAMPING: 14 MDD 1966
 WA0171_MARK LOGO: USGS  
 WA0171_PROJECTION: RECESSED 5 CENTIMETERS
 WA0171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 WA0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0171+STABILITY: SURFACE MOTION
 WA0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0171+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 WA0171
 WA0171  HISTORY     - Date     Condition        Report By
 WA0171  HISTORY     - 1966     MONUMENTED       USGS
 WA0171  HISTORY     - 20070604 GOOD             MNDT
 WA0171
 WA0171                          STATION DESCRIPTION
 WA0171
 WA0171'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 WA0171'6.2 MILES NORTH ALONG TRUNK HIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY
 WA0171'220 AND TRUNK HIGHWAY 1 (1.2 MILES EAST OF OSLO) AT TRUNK HIGHWAY 220
 WA0171'MILEPOINT 57.15, 370 FEET NORTH OF COUNTY ROAD 18, 77 FEET EAST OF
 WA0171'TRUNK HIGHWAY 220, 52.4 FEET SOUTH-SOUTHWEST OF POWER POLE, 1.0 FEET
 WA0171'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6810 ***********************************************************************
 DL6810  DESIGNATION -  14 T
 DL6810  PID         -  DL6810
 DL6810  STATE/COUNTY-  MN/LINCOLN
 DL6810  COUNTRY     -  US
 DL6810  USGS QUAD   -  ARCO (1963)
 DL6810
 DL6810                         *CURRENT SURVEY CONTROL
 DL6810  ______________________________________________________________________
 DL6810* NAD 83(1986) POSITION- 44 27 07.     (N) 096 14 31.     (W)   SCALED    
 DL6810* NAVD 88 ORTHO HEIGHT -   523.310  (meters)    1716.89  (feet) ADJUSTED  
 DL6810  ______________________________________________________________________
 DL6810  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DL6810  DYNAMIC HEIGHT  -        523.210 (meters)     1716.56  (feet) COMP
 DL6810  MODELED GRAVITY -    980,410.3   (mgal)                       NAVD 88
 DL6810
 DL6810  VERT ORDER      -  SECOND    CLASS I
 DL6810
 DL6810.The horizontal coordinates were scaled from a topographic map and have
 DL6810.an estimated accuracy of +/- 6 seconds.
 DL6810.
 DL6810.The orthometric height was determined by differential leveling and
 DL6810.adjusted in February 2011.
 DL6810
 DL6810.No vertical observational check was made to the station.
 DL6810
 DL6810.The dynamic height is computed by dividing the NAVD 88
 DL6810.geopotential number by the normal gravity value computed on the
 DL6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6810.degrees latitude (g = 980.6199 gals.).
 DL6810
 DL6810.The modeled gravity was interpolated from observed gravity values.
 DL6810
 DL6810;                    North         East    Units  Estimated Accuracy
 DL6810;SPC MN S     -   263,770.      621,590.      MT  (+/- 180 meters Scaled)
 DL6810
 DL6810                          SUPERSEDED SURVEY CONTROL
 DL6810
 DL6810.No superseded survey control is available for this station.
 DL6810
 DL6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ194257(NAD 83)
 DL6810
 DL6810_MARKER: DB = BENCH MARK DISK
 DL6810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6810_STAMPING: 14 T 1960 1716
 DL6810_MARK LOGO: USGS  
 DL6810_PROJECTION: FLUSH
 DL6810_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6810+STABILITY: SURFACE MOTION
 DL6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6810+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DL6810
 DL6810  HISTORY     - Date     Condition        Report By
 DL6810  HISTORY     - 1960     MONUMENTED       USGS
 DL6810  HISTORY     - 20061011 GOOD             MNDT
 DL6810
 DL6810                          STATION DESCRIPTION
 DL6810
 DL6810'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6810'THE MARK IS 1.0 MILE (1.6 KM) SOUTH-SOUTHEAST OF IVANHOE, 49 FEET
 DL6810'(14.9 M) WEST OF COUNTY ROAD 5, 3 FEET (0.9 M) EAST OF NORTH-SOUTH
 DL6810'FENCE, 18 FEET (5.5 M) NORTH-NORTHEAST OF NORTHEAST CORNER OF CABLE
 DL6810'BOX, 1.1 FEET (0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0270 ***********************************************************************
 SK0270  DESIGNATION -  14 WGW
 SK0270  PID         -  SK0270
 SK0270  STATE/COUNTY-  MN/HUBBARD
 SK0270  COUNTRY     -  US
 SK0270  USGS QUAD   -  LAPORTE (1972)
 SK0270
 SK0270                         *CURRENT SURVEY CONTROL
 SK0270  ______________________________________________________________________
 SK0270* NAD 83(1986) POSITION- 47 13 03.     (N) 094 48 46.     (W)   SCALED    
 SK0270* NAVD 88 ORTHO HEIGHT -   406.286  (meters)    1332.96  (feet) ADJUSTED  
 SK0270  ______________________________________________________________________
 SK0270  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 SK0270  DYNAMIC HEIGHT  -        406.326 (meters)     1333.09  (feet) COMP
 SK0270  MODELED GRAVITY -    980,697.6   (mgal)                       NAVD 88
 SK0270
 SK0270  VERT ORDER      -  SECOND    CLASS 0
 SK0270
 SK0270.The horizontal coordinates were scaled from a topographic map and have
 SK0270.an estimated accuracy of +/- 6 seconds.
 SK0270.
 SK0270.The orthometric height was determined by differential leveling and
 SK0270.adjusted in June 1991.
 SK0270
 SK0270.The dynamic height is computed by dividing the NAVD 88
 SK0270.geopotential number by the normal gravity value computed on the
 SK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0270.degrees latitude (g = 980.6199 gals.).
 SK0270
 SK0270.The modeled gravity was interpolated from observed gravity values.
 SK0270
 SK0270;                    North         East    Units  Estimated Accuracy
 SK0270;SPC MN C     -   346,630.      757,370.      MT  (+/- 180 meters Scaled)
 SK0270
 SK0270                          SUPERSEDED SURVEY CONTROL
 SK0270
 SK0270  NGVD 29 (??/??/92)  406.015  (m)         1332.07   (f) ADJ UNCH    2 0
 SK0270
 SK0270.Superseded values are not recommended for survey control.
 SK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0270.See file dsdata.txt to determine how the superseded data were derived.
 SK0270
 SK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN627309(NAD 83)
 SK0270
 SK0270_MARKER: DD = SURVEY DISK
 SK0270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0270_STAMPING: 14 WGW 1972
 SK0270_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0270+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0270
 SK0270  HISTORY     - Date     Condition        Report By
 SK0270  HISTORY     - 1972     MONUMENTED       MNDT
 SK0270  HISTORY     - 20020819 MARK NOT FOUND   MNDT
 SK0270
 SK0270                          STATION DESCRIPTION
 SK0270
 SK0270'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0270'2.9 MI W FROM LAPORTE.
 SK0270'MARK IS LOCATED 2.9 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0270'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD AT LAPORTE, THENCE, 0.05
 SK0270'MILES NORTH (AT MILE POINT 108.9) ALONG COUNTY ROAD 36, 47 FEET EAST
 SK0270'OF THE CENTERLINE OF COUNTY ROAD 36, 21 FEET SOUTHEAST OF A POWER POLE
 SK0270'(NORTH-SOUTH LINE), 93 FEET NORTHEAST OF A BURIED CABLE MARKER
 SK0270'(TELEPHONE 0.8 FEET WEST OF A STEEL WITNESS POST, CRIMPED TO A
 SK0270'COPPER-CLAD STEEL ROD SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 12, T
 SK0270'143, R 33.
 SK0270
 SK0270                          STATION RECOVERY (2002)
 SK0270
 SK0270'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0270'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2189 ***********************************************************************
 SJ2189  DESIGNATION -  14 WR
 SJ2189  PID         -  SJ2189
 SJ2189  STATE/COUNTY-  MN/ST LOUIS
 SJ2189  COUNTRY     -  US
 SJ2189  USGS QUAD   -  CASCO (1969)
 SJ2189
 SJ2189                         *CURRENT SURVEY CONTROL
 SJ2189  ______________________________________________________________________
 SJ2189* NAD 83(1996) POSITION- 47 22 19.60732(N) 092 38 56.61121(W)   ADJUSTED  
 SJ2189* NAVD 88 ORTHO HEIGHT -   408.42   (+/-2cm)    1340.0   (feet) VERTCON   
 SJ2189  ______________________________________________________________________
 SJ2189  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 SJ2189  LAPLACE CORR    -          1.02  (seconds)                    DEFLEC09
 SJ2189  HORZ ORDER      -  SECOND
 SJ2189  VERT ORDER      -  THIRD ? (See Below)
 SJ2189
 SJ2189.The horizontal coordinates were established by classical geodetic methods
 SJ2189.and adjusted by the National Geodetic Survey in March 1999.
 SJ2189.
 SJ2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 SJ2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SJ2189
 SJ2189.The vertical order pertains to the NGVD 29 superseded value.
 SJ2189
 SJ2189.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ2189
 SJ2189. The following values were computed from the NAD 83(1996) position.
 SJ2189
 SJ2189;                    North         East     Units Scale Factor Converg.
 SJ2189;SPC MN N     -   197,055.133   834,055.552   MT  0.99993531   +0 20 03.3
 SJ2189;SPC MN N     -   646,505.05  2,736,397.26   sFT  0.99993531   +0 20 03.3
 SJ2189;UTM  15      - 5,246,576.745   526,494.699   MT  0.99960863   +0 15 29.6
 SJ2189
 SJ2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ2189!SPC MN N     -   0.99994068  x   0.99993531  =   0.99987599
 SJ2189!UTM  15      -   0.99994068  x   0.99960863  =   0.99954933
 SJ2189
 SJ2189                          SUPERSEDED SURVEY CONTROL
 SJ2189
 SJ2189  NAD 83(1986)-  47 22 19.60694(N)    092 38 56.61409(W) AD(       ) 2
 SJ2189  NAD 27      -  47 22 19.85300(N)    092 38 55.93300(W) AD(       ) 2
 SJ2189  NGVD 29 (07/19/86)  408.19   (m)         1339.2    (f) LEVELING    3  
 SJ2189
 SJ2189.Superseded values are not recommended for survey control.
 SJ2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2189.See file dsdata.txt to determine how the superseded data were derived.
 SJ2189
 SJ2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN2649446576(NAD 83)
 SJ2189
 SJ2189_MARKER: DB = BENCH MARK DISK
 SJ2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ2189_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SJ2189
 SJ2189  HISTORY     - Date     Condition        Report By
 SJ2189  HISTORY     - 1950     MONUMENTED       USGS
 SJ2189
 SJ2189                          STATION DESCRIPTION
 SJ2189
 SJ2189'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (DAJ)
 SJ2189'STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF EVELETH AND
 SJ2189'3.5 MILES WEST OF FORBES.  IT IS 36 FEET NORTH OF THE CENTER
 SJ2189'OF A GRAVELED ROAD, 4 FEET SOUTH OF A POWER LINE POLE AND 2
 SJ2189'FEET SOUTH OF A RIGHT-OF-WAY FENCE LINE.  THE MARK IS OF
 SJ2189'CONCRETE.  6 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES.
 SJ2189'A STANDARD USGS BM DISK IS SET IN THE TOP OF THE CONCRETE
 SJ2189'AND IS STAMPED, 14WR-1339-1950.
 SJ2189'
 SJ2189'TO REACH THE STATION FROM THE POST OFFICE IN FORBES, GO WEST
 SJ2189'ON A GRAVEL ROAD FOR 3.35 MILES TO THE MARK ON THE RIGHT,
 SJ2189'JUST BEFORE REACHING A WIRE GATE ON THE RIGHT.
 SJ2189'
 SJ2189'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 SJ2189'FORBES 1952 TO THIS STATION AND THE DISTANCE IS AS FOLLOWS--
 SJ2189'107.688 METERS OR 353.31 FEET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5505 ***********************************************************************
 DM5505  DESIGNATION -  14 WR
 DM5505  PID         -  DM5505
 DM5505  STATE/COUNTY-  MN/LAKE
 DM5505  COUNTRY     -  US
 DM5505  USGS QUAD   -  SAWBILL LANDING (1984)
 DM5505
 DM5505                         *CURRENT SURVEY CONTROL
 DM5505  ______________________________________________________________________
 DM5505* NAD 83(1986) POSITION- 47 40 39.4    (N) 091 20 11.3    (W)   HD_HELD2  
 DM5505* NAVD 88 ORTHO HEIGHT -   542.176  (meters)    1778.79  (feet) ADJUSTED  
 DM5505  ______________________________________________________________________
 DM5505  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 DM5505  DYNAMIC HEIGHT  -        542.259 (meters)     1779.06  (feet) COMP
 DM5505  MODELED GRAVITY -    980,746.9   (mgal)                       NAVD 88
 DM5505
 DM5505  VERT ORDER      -  SECOND    CLASS I
 DM5505
 DM5505.The horizontal coordinates were established by autonomous hand held GPS
 DM5505.observations and have an estimated accuracy of +/- 10 meters.
 DM5505.
 DM5505.The orthometric height was determined by differential leveling and
 DM5505.adjusted in June 2011.
 DM5505
 DM5505.The dynamic height is computed by dividing the NAVD 88
 DM5505.geopotential number by the normal gravity value computed on the
 DM5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5505.degrees latitude (g = 980.6199 gals.).
 DM5505
 DM5505.The modeled gravity was interpolated from observed gravity values.
 DM5505
 DM5505;                    North         East    Units  Estimated Accuracy
 DM5505;SPC MN N     -   232,429.      932,398.      MT  (+/- 10 meters HH2 GPS)
 DM5505
 DM5505                          SUPERSEDED SURVEY CONTROL
 DM5505
 DM5505.No superseded survey control is available for this station.
 DM5505
 DM5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2486181809(NAD 83)
 DM5505
 DM5505_MARKER: DB = BENCH MARK DISK
 DM5505_SETTING: 80 = SET IN A BOULDER
 DM5505_STAMPING: 14 WR 1953
 DM5505_MARK LOGO: USGS  
 DM5505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5505+STABILITY: SURFACE MOTION
 DM5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5505+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 DM5505
 DM5505  HISTORY     - Date     Condition        Report By
 DM5505  HISTORY     - 1953     MONUMENTED       USGS
 DM5505  HISTORY     - 20070726 GOOD             MNDT
 DM5505
 DM5505                          STATION DESCRIPTION
 DM5505
 DM5505'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5505'THE MARK IS LOCATED ABOUT 15.5 MI (24.9 KM) NORTHWEST OF CRAMER, 10.5
 DM5505'MI (16.9 KM) WEST-NORTHWEST OF CLEAR LAKE AND 4.3 MI (6.9 KM)
 DM5505'NORTH-NORTHEAST OF ISABELLA MINNESOTA.
 DM5505' 
 DM5505'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5505'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5505'EAST ALONG FOREST ROAD 172, THENCE 4.35 MI (7.0 KM) NORTH ON FOREST
 DM5505'ROAD 369.
 DM5505' 
 DM5505'THE MARK IS FOUND 165 FT (50.3 M) NORTH AND 45 FT (13.7 M) EAST OF THE
 DM5505'EAST GRAVEL ROAD AT THE MAIN TRUCK CROSSING, 27.4 FT (8.4 M) EAST OF
 DM5505'FOREST ROAD 372 AND 2.4 FT (0.7 M) SOUTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1699 ***********************************************************************
 RN1699  DESIGNATION -  140
 RN1699  PID         -  RN1699
 RN1699  STATE/COUNTY-  MN/ST LOUIS
 RN1699  COUNTRY     -  US
 RN1699  USGS QUAD   -  WEST DULUTH (1993)
 RN1699
 RN1699                         *CURRENT SURVEY CONTROL
 RN1699  ______________________________________________________________________
 RN1699* NAD 83(2007) POSITION- 46 41 17.31074(N) 092 11 17.30483(W)   ADJUSTED  
 RN1699* NAD 83(2007) ELLIP HT-   166.716 (meters)        (02/10/07)   ADJUSTED
 RN1699* NAD 83(2007) EPOCH   -  2002.00
 RN1699* NAVD 88 ORTHO HEIGHT -   194.5    (meters)     638.    (feet) VERTCON   
 RN1699  ______________________________________________________________________
 RN1699  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 RN1699  NAD 83(2007) X  -   -167,350.722 (meters)                     COMP
 RN1699  NAD 83(2007) Y  - -4,379,896.625 (meters)                     COMP
 RN1699  NAD 83(2007) Z  -  4,618,173.295 (meters)                     COMP
 RN1699  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC09
 RN1699
 RN1699  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1699  Type                                         Horiz  Ellip  Dist(km)
 RN1699  -------------------------------------------------------------------
 RN1699  NETWORK                                       2.59   3.06
 RN1699  -------------------------------------------------------------------
 RN1699  MEDIAN LOCAL ACCURACY AND DIST (003 points)   2.61   2.63      3.68
 RN1699  -------------------------------------------------------------------
 RN1699  NOTE: Click here for information on individual local accuracy
 RN1699  values and other accuracy information.
 RN1699
 RN1699
 RN1699.The horizontal coordinates were established by GPS observations
 RN1699.and adjusted by the National Geodetic Survey in February 2007.
 RN1699
 RN1699.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1699.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1699
 RN1699.The horizontal coordinates are valid at the epoch date displayed above
 RN1699.which is a decimal equivalence of Year/Month/Day.
 RN1699
 RN1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1699
 RN1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1699
 RN1699.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1699
 RN1699.The ellipsoidal height was determined by GPS observations
 RN1699.and is referenced to NAD 83.
 RN1699
 RN1699. The following values were computed from the NAD 83(2007) position.
 RN1699
 RN1699;                    North         East     Units Scale Factor Converg.
 RN1699;SPC MN N     -   121,328.700   869,760.346   MT  1.00010123   +0 40 33.2
 RN1699;SPC MN N     -   398,059.24  2,853,538.74   sFT  1.00010123   +0 40 33.2
 RN1699;SPC WI N     -   171,414.508   432,636.376   MT  0.99998659   -1 34 42.5
 RN1699;SPC WI N     -   562,382.43  1,419,407.84   sFT  0.99998659   -1 34 42.5
 RN1699;UTM  15      - 5,170,829.438   562,080.201   MT  0.99964737   +0 35 26.7
 RN1699
 RN1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1699!SPC MN N     -   0.99997387  x   1.00010123  =   1.00007509
 RN1699!SPC WI N     -   0.99997387  x   0.99998659  =   0.99996046
 RN1699!UTM  15      -   0.99997387  x   0.99964737  =   0.99962125
 RN1699
 RN1699                          SUPERSEDED SURVEY CONTROL
 RN1699
 RN1699  NAD 83(1996)-  46 41 17.31050(N)    092 11 17.30551(W) AD(       ) 2
 RN1699  ELLIP H (03/16/99)  166.761  (m)                       GP(       ) 4 1
 RN1699  NAD 83(1991)-  46 41 17.31086(N)    092 11 17.30482(W) AD(       ) 2
 RN1699  ELLIP H (11/21/91)  166.686  (m)                       GP(       ) 4 1
 RN1699  NAD 83(1986)-  46 41 17.30726(N)    092 11 17.30615(W) AD(       ) 2
 RN1699  NGVD 29 (05/23/89)  194.5    (m)  RAPSU86 model used   GPS OBS        
 RN1699
 RN1699.Superseded values are not recommended for survey control.
 RN1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1699.See file dsdata.txt to determine how the superseded data were derived.
 RN1699
 RN1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6208070829(NAD 83)
 RN1699
 RN1699_MARKER: DD = SURVEY DISK
 RN1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1699_SP_SET: SQUARE CONCRETE MONUMENT
 RN1699_STAMPING: 140
 RN1699_MARK LOGO: USE   
 RN1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1699+STABILITY: SURFACE MOTION
 RN1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1699+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1699
 RN1699  HISTORY     - Date     Condition        Report By
 RN1699  HISTORY     - 1988     MONUMENTED       USE
 RN1699
 RN1699                          STATION DESCRIPTION
 RN1699
 RN1699'DESCRIBED BY US ENGINEERS 1988
 RN1699'THE STATION IS LOCATED ON THE NORTH END OF SPIRIT ISLAND AND CAN ONLY
 RN1699'BE REACHED BY BOAT.  TO REACH THE STATION FROM THE  BONG MEMORIAL
 RN1699'BRIDGE (US ROUTE 2) OVER THE ST LOUIS RIVER, CONTINUE SOUTHWESTERLY
 RN1699'DOWN THE RIVER FOR APPROXIMATELY 7.6 KM (4.70 MI) TO SPIRIT ISLAND.
 RN1699'FROM THE NORTH SIDE OF THE ISLAND PACK UP HILL TO THE TOP OF THE
 RN1699'BANK AND THE STATION.
 RN1699'THE STATION IS LOCATED APPROXIMATELY 12 M (39.4 FT) SOUTH OF THE
 RN1699'NORTHBANK, 9.94 M (32.6 FT) NORTHEAST OF AN IRON PIN, AND 8.41 M
 RN1699'(27.6 FT) DIRECTLY NORTH OF ANOTHER IRON PIN.
 RN1699'THE STATION IS A U.S. ARMY CORPS OF ENGINEERS BRONZE DISK SET IN THE
 RN1699'TOP OF A 18 X 15 INCH CONCRETE MONUMENT.  THE MONUMENT IS
 RN1699'APPROXIMATELY0.6 M ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0289 ***********************************************************************
 RP0289  DESIGNATION -  1401 1
 RP0289  PID         -  RP0289
 RP0289  STATE/COUNTY-  MN/CLAY
 RP0289  COUNTRY     -  US
 RP0289  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0289
 RP0289                         *CURRENT SURVEY CONTROL
 RP0289  ______________________________________________________________________
 RP0289* NAD 83(1986) POSITION- 46 52 39.     (N) 096 30 16.     (W)   SCALED    
 RP0289* NAVD 88 ORTHO HEIGHT -   286.762  (meters)     940.82  (feet) ADJUSTED  
 RP0289  ______________________________________________________________________
 RP0289  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 RP0289  DYNAMIC HEIGHT  -        286.783 (meters)      940.89  (feet) COMP
 RP0289  MODELED GRAVITY -    980,680.6   (mgal)                       NAVD 88
 RP0289
 RP0289  VERT ORDER      -  SECOND    CLASS 0
 RP0289
 RP0289.The horizontal coordinates were scaled from a topographic map and have
 RP0289.an estimated accuracy of +/- 6 seconds.
 RP0289.
 RP0289.The orthometric height was determined by differential leveling and
 RP0289.adjusted in June 1991.
 RP0289
 RP0289.The dynamic height is computed by dividing the NAVD 88
 RP0289.geopotential number by the normal gravity value computed on the
 RP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0289.degrees latitude (g = 980.6199 gals.).
 RP0289
 RP0289.The modeled gravity was interpolated from observed gravity values.
 RP0289
 RP0289;                    North         East    Units  Estimated Accuracy
 RP0289;SPC MN C     -   311,130.      628,170.      MT  (+/- 180 meters Scaled)
 RP0289
 RP0289                          SUPERSEDED SURVEY CONTROL
 RP0289
 RP0289  NGVD 29 (??/??/92)  286.434  (m)          939.74   (f) ADJ UNCH    2 0
 RP0289
 RP0289.Superseded values are not recommended for survey control.
 RP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0289.See file dsdata.txt to determine how the superseded data were derived.
 RP0289
 RP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS901945(NAD 83)
 RP0289
 RP0289_MARKER: Z = SEE DESCRIPTION
 RP0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0289_SP_SET: CULVERT
 RP0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0289
 RP0289  HISTORY     - Date     Condition        Report By
 RP0289  HISTORY     - UNK      MONUMENTED       MNDT
 RP0289  HISTORY     - 1969     GOOD             MNDT
 RP0289  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 RP0289
 RP0289                          STATION DESCRIPTION
 RP0289
 RP0289'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0289'3.0 MI E FROM GLYNDON.
 RP0289'MARK IS LOCATED IN RIVERTON TOWNSHIP MARK IS A BRASS PLUG IN THE
 RP0289'NORTHEAST CORNER OF THE NORTH HEADWALL OF A BOX CULVERT UNDER T.H. 10
 RP0289'AND T.H. 9 INTERSECTION, 35 FEET NORTH OF THE CENTERLINE OF T.H. 10
 RP0289'WESTBOUND, 40 FEET EAST OF THE CENTERLINE OF T.H. 9, AT THE SOUTHWEST
 RP0289'CORNER OF THE F-M RACE TRACK.  SW 1/4 SECTION 4, T 139N, R 46W.
 RP0289
 RP0289                          STATION RECOVERY (2006)
 RP0289
 RP0289'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0048 ***********************************************************************
 RP0048  DESIGNATION -  1401 2
 RP0048  PID         -  RP0048
 RP0048  STATE/COUNTY-  MN/CLAY
 RP0048  COUNTRY     -  US
 RP0048  USGS QUAD   -  HAWLEY NW (1966)
 RP0048
 RP0048                         *CURRENT SURVEY CONTROL
 RP0048  ______________________________________________________________________
 RP0048* NAD 83(1986) POSITION- 46 52 34.     (N) 096 28 25.     (W)   SCALED    
 RP0048* NAVD 88 ORTHO HEIGHT -   298.942  (meters)     980.78  (feet) ADJUSTED  
 RP0048  ______________________________________________________________________
 RP0048  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 RP0048  DYNAMIC HEIGHT  -        298.963 (meters)      980.85  (feet) COMP
 RP0048  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 RP0048
 RP0048  VERT ORDER      -  SECOND    CLASS 0
 RP0048
 RP0048.The horizontal coordinates were scaled from a topographic map and have
 RP0048.an estimated accuracy of +/- 6 seconds.
 RP0048.
 RP0048.The orthometric height was determined by differential leveling and
 RP0048.adjusted in June 1991.
 RP0048
 RP0048.The dynamic height is computed by dividing the NAVD 88
 RP0048.geopotential number by the normal gravity value computed on the
 RP0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0048.degrees latitude (g = 980.6199 gals.).
 RP0048
 RP0048.The modeled gravity was interpolated from observed gravity values.
 RP0048
 RP0048;                    North         East    Units  Estimated Accuracy
 RP0048;SPC MN C     -   310,910.      630,520.      MT  (+/- 180 meters Scaled)
 RP0048
 RP0048                          SUPERSEDED SURVEY CONTROL
 RP0048
 RP0048  NGVD 29 (??/??/92)  298.609  (m)          979.69   (f) ADJ UNCH    2 0
 RP0048
 RP0048.Superseded values are not recommended for survey control.
 RP0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0048.See file dsdata.txt to determine how the superseded data were derived.
 RP0048
 RP0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS925944(NAD 83)
 RP0048
 RP0048_MARKER: Z = SEE DESCRIPTION
 RP0048_SETTING: 80 = SET IN A BOULDER
 RP0048_SP_SET: BOULDER
 RP0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0048+STABILITY: SURFACE MOTION
 RP0048
 RP0048  HISTORY     - Date     Condition        Report By
 RP0048  HISTORY     - UNK      MONUMENTED       MNDT
 RP0048  HISTORY     - 1969     GOOD             MNDT
 RP0048  HISTORY     - 20060907 GOOD             GEOCAC
 RP0048
 RP0048                          STATION DESCRIPTION
 RP0048
 RP0048'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0048'4.6 MI FROM GLYNDON.
 RP0048'MARK IS LOCATED 0.5 MILE NORTH OF BUFFALO STATE PARK.  MARK IS THE
 RP0048'NORTHWEST CORNER OF A BRONZE PLAQUE (CAMPBELL BEACH) BOLTED IN THE TOP
 RP0048'OF A LARGE GRANITE BOULDER, 50 FEET EAST OF A ROAD LEADING TO BUFFALO
 RP0048'STATE PARK, 150 FEET SOUTH OF THE CENTERLINE OF T.H. 10 EASTBOUND
 RP0048'STATION 764+00, ABOUT 3 FEET ABOVE GROUND.  NE 1/4 SECTION 10, T 139R,
 RP0048'R 46W.
 RP0048
 RP0048                          STATION RECOVERY (2006)
 RP0048
 RP0048'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0048'HANDHELD COORDINATES ARE N46-52-33.60 W096-28-27.36.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8007 ***********************************************************************
 DF8007  DESIGNATION -  1401 A
 DF8007  PID         -  DF8007
 DF8007  STATE/COUNTY-  MN/CLAY
 DF8007  COUNTRY     -  US
 DF8007  USGS QUAD   -  DILWORTH (1976)
 DF8007
 DF8007                         *CURRENT SURVEY CONTROL
 DF8007  ______________________________________________________________________
 DF8007* NAD 83(2007) POSITION- 46 52 36.25569(N) 096 41 36.01922(W)   ADJUSTED  
 DF8007* NAD 83(2007) ELLIP HT-   250.587 (meters)        (01/24/11)   ADJUSTED
 DF8007* NAD 83(2007) EPOCH   -  2002.00
 DF8007* NAVD 88 ORTHO HEIGHT -   277.134  (meters)     909.23  (feet) ADJUSTED  
 DF8007  ______________________________________________________________________
 DF8007  NAD 83(2007) X  -   -509,098.341 (meters)                     COMP
 DF8007  NAD 83(2007) Y  - -4,338,100.200 (meters)                     COMP
 DF8007  NAD 83(2007) Z  -  4,632,591.474 (meters)                     COMP
 DF8007  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC09
 DF8007  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DF8007  DYNAMIC HEIGHT  -        277.159 (meters)      909.31  (feet) COMP
 DF8007  MODELED GRAVITY -    980,696.2   (mgal)                       NAVD 88
 DF8007
 DF8007  HORZ ORDER      -  FIRST
 DF8007  VERT ORDER      -  SECOND    CLASS I
 DF8007  ELLP ORDER      -  FIRST     CLASS II
 DF8007
 DF8007.The horizontal coordinates were established by GPS observations
 DF8007.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8007
 DF8007.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8007.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8007
 DF8007.The horizontal coordinates are valid at the epoch date displayed above
 DF8007.which is a decimal equivalence of Year/Month/Day.
 DF8007
 DF8007.The orthometric height was determined by differential leveling and
 DF8007.adjusted in November 2011.
 DF8007
 DF8007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8007
 DF8007.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8007
 DF8007.The ellipsoidal height was determined by GPS observations
 DF8007.and is referenced to NAD 83.
 DF8007
 DF8007.The dynamic height is computed by dividing the NAVD 88
 DF8007.geopotential number by the normal gravity value computed on the
 DF8007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8007.degrees latitude (g = 980.6199 gals.).
 DF8007
 DF8007.The modeled gravity was interpolated from observed gravity values.
 DF8007
 DF8007. The following values were computed from the NAD 83(2007) position.
 DF8007
 DF8007;                    North         East     Units Scale Factor Converg.
 DF8007;SPC MN C     -   311,470.082   613,778.230   MT  0.99996674   -1 46 02.9
 DF8007;SPC MN C     - 1,021,881.43  2,013,704.08   sFT  0.99996674   -1 46 02.9
 DF8007;UTM  14      - 5,194,049.612   675,765.104   MT  0.99997972   +1 41 02.5
 DF8007
 DF8007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8007!SPC MN C     -   0.99996072  x   0.99996674  =   0.99992746
 DF8007!UTM  14      -   0.99996072  x   0.99997972  =   0.99994044
 DF8007
 DF8007|---------------------------------------------------------------------|
 DF8007| PID    Reference Object                     Distance      Geod. Az  |
 DF8007|                                                           dddmmss.s |
 DF8007| DF8006 1401 AM                             324.639 METERS 26912     |
 DF8007|---------------------------------------------------------------------|
 DF8007
 DF8007                          SUPERSEDED SURVEY CONTROL
 DF8007
 DF8007  NAVD 88 (04/18/11)  277.098  (m)          909.11   (f) SUPERSEDED  2 1
 DF8007  NAVD 88 (01/24/11)  277.13   (m)          909.2    (f) LEVELING    3  
 DF8007  NAVD 88 (04/16/04)  277.107  (m)          909.14   (f) SUPERSEDED  2 1
 DF8007
 DF8007.Superseded values are not recommended for survey control.
 DF8007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8007.See file dsdata.txt to determine how the superseded data were derived.
 DF8007
 DF8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7576594049(NAD 83)
 DF8007
 DF8007_MARKER: DB = BENCH MARK DISK
 DF8007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8007_STAMPING: 1401 A
 DF8007_MARK LOGO: MNDT  
 DF8007_PROJECTION: FLUSH
 DF8007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8007+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DF8007
 DF8007  HISTORY     - Date     Condition        Report By
 DF8007  HISTORY     - 19500401 MONUMENTED       MNHD
 DF8007  HISTORY     - 19940809 GOOD             MNDT
 DF8007  HISTORY     - 20000404 GOOD             MNDT
 DF8007  HISTORY     - 20091001 GOOD             MNDT
 DF8007
 DF8007                          STATION DESCRIPTION
 DF8007
 DF8007'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8007'AT EAST EDGE OF DILWORTH, 2.45 MI (3.94 KM) EAST ON TH 10 FROM THE
 DF8007'EAST JCT OF TH 10 AND TH 75 IN MOORHEAD, AT TH 10 MP 3.95, 74.0 FT
 DF8007'(22.6 M) NORTH OF TH 10, 109.0 FT (33.2 M) EAST OF SE SEVENTH ST, 24.0
 DF8007'FT (7.3 M) ESE OF FIRE HYDRANT, 7.5 FT (2.3 M) NNW OF TEL CABLE
 DF8007'PEDESTAL, 3.7 FT (1.1 M) WEST OF P-POLE, 0.8 FT (24.4 CM) SOUTH OF
 DF8007'WITNESS POST.
 DF8007
 DF8007                          STATION RECOVERY (2000)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8007'RECOVERED AS DESCRIBED.
 DF8007
 DF8007                          STATION RECOVERY (2009)
 DF8007
 DF8007'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8007'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8007'THE MARK IS AT EAST EDGE OF DILWORTH, 2.45 MILES EAST ON TRUNK HIGHWAY
 DF8007'10 FROM EAST JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75 IN
 DF8007'MOORHEAD, AT TRUNK HIGHWAY 10 MILEPOINT 3.95, 74 FEET NORTH OF
 DF8007'WESTBOUND TRUNK HIGHWAY 10, 109 FEET EAST OF SOUTHEAST 7TH STREET, 24
 DF8007'FEET EAST-SOUTHEAST OF FIRE HYDRANT, 7.5 FEET NORTH-NORTHWEST OF
 DF8007'TELEPHONE CABLE PEDESTAL, 3.7 FEET WEST OF POWER POLE, 0.8 FEET SOUTH
 DF8007'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0037 ***********************************************************************
 RP0037  DESIGNATION -  1401 A 1
 RP0037  PID         -  RP0037
 RP0037  STATE/COUNTY-  MN/CLAY
 RP0037  COUNTRY     -  US
 RP0037  USGS QUAD   -  HAWLEY (1966)
 RP0037
 RP0037                         *CURRENT SURVEY CONTROL
 RP0037  ______________________________________________________________________
 RP0037* NAD 83(1986) POSITION- 46 52 34.     (N) 096 21 52.     (W)   SCALED    
 RP0037* NAVD 88 ORTHO HEIGHT -   357.955  (meters)    1174.39  (feet) ADJUSTED  
 RP0037  ______________________________________________________________________
 RP0037  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0037  DYNAMIC HEIGHT  -        357.976 (meters)     1174.46  (feet) COMP
 RP0037  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 RP0037
 RP0037  VERT ORDER      -  SECOND    CLASS 0
 RP0037
 RP0037.The horizontal coordinates were scaled from a topographic map and have
 RP0037.an estimated accuracy of +/- 6 seconds.
 RP0037.
 RP0037.The orthometric height was determined by differential leveling and
 RP0037.adjusted in June 1991.
 RP0037
 RP0037.The dynamic height is computed by dividing the NAVD 88
 RP0037.geopotential number by the normal gravity value computed on the
 RP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0037.degrees latitude (g = 980.6199 gals.).
 RP0037
 RP0037.The modeled gravity was interpolated from observed gravity values.
 RP0037
 RP0037;                    North         East    Units  Estimated Accuracy
 RP0037;SPC MN C     -   310,680.      638,840.      MT  (+/- 180 meters Scaled)
 RP0037
 RP0037                          SUPERSEDED SURVEY CONTROL
 RP0037
 RP0037  NGVD 29 (??/??/92)  357.591  (m)         1173.20   (f) ADJ UNCH    2 0
 RP0037
 RP0037.Superseded values are not recommended for survey control.
 RP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0037.See file dsdata.txt to determine how the superseded data were derived.
 RP0037
 RP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS008947(NAD 83)
 RP0037
 RP0037_MARKER: DD = SURVEY DISK
 RP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0037_SP_SET: MONUMENT
 RP0037_STAMPING: 1401-AI 1965
 RP0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0037
 RP0037  HISTORY     - Date     Condition        Report By
 RP0037  HISTORY     - 1965     MONUMENTED       MNDT
 RP0037  HISTORY     - 1969     GOOD             MNDT
 RP0037
 RP0037                          STATION DESCRIPTION
 RP0037
 RP0037'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0037'2.0 MI W FROM HAWLEY.
 RP0037'MARK IS LOCATED IN HAWLEY TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0037'HIGHWAY DEPARTMENT DISK STAMPED 1401-AI 1965, SET IN A PRE-CAST
 RP0037'CONCRETE MONUMENT, 98 FEET SOUTH OF T.H. 10 EASTBOUND STATION 1041+00,
 RP0037'400 FEET EAST OF A COUNTY ROAD (GRAVEL) 1 FOOT NORTH OF A STEEL
 RP0037'WITNESS POST AND PROJECTS ABOUT 2 INCHES ABOVE GROUND.  NW 1/4 SECTION
 RP0037'10, T 139N, R 45W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0300 ***********************************************************************
 RP0300  DESIGNATION -  1401 AA
 RP0300  PID         -  RP0300
 RP0300  STATE/COUNTY-  MN/CLAY
 RP0300  COUNTRY     -  US
 RP0300  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0300
 RP0300                         *CURRENT SURVEY CONTROL
 RP0300  ______________________________________________________________________
 RP0300* NAD 83(1986) POSITION- 46 52 36.     (N) 096 33 51.     (W)   SCALED    
 RP0300* NAVD 88 ORTHO HEIGHT -   280.427  (meters)     920.03  (feet) ADJUSTED  
 RP0300  ______________________________________________________________________
 RP0300  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 RP0300  DYNAMIC HEIGHT  -        280.449 (meters)      920.11  (feet) COMP
 RP0300  MODELED GRAVITY -    980,685.4   (mgal)                       NAVD 88
 RP0300
 RP0300  VERT ORDER      -  SECOND    CLASS 0
 RP0300
 RP0300.The horizontal coordinates were scaled from a topographic map and have
 RP0300.an estimated accuracy of +/- 6 seconds.
 RP0300.
 RP0300.The orthometric height was determined by differential leveling and
 RP0300.adjusted in June 1991.
 RP0300
 RP0300.The dynamic height is computed by dividing the NAVD 88
 RP0300.geopotential number by the normal gravity value computed on the
 RP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0300.degrees latitude (g = 980.6199 gals.).
 RP0300
 RP0300.The modeled gravity was interpolated from observed gravity values.
 RP0300
 RP0300;                    North         East    Units  Estimated Accuracy
 RP0300;SPC MN C     -   311,170.      623,620.      MT  (+/- 180 meters Scaled)
 RP0300
 RP0300                          SUPERSEDED SURVEY CONTROL
 RP0300
 RP0300  NGVD 29 (??/??/92)  280.138  (m)          919.09   (f) ADJ UNCH    2 0
 RP0300
 RP0300.Superseded values are not recommended for survey control.
 RP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0300.See file dsdata.txt to determine how the superseded data were derived.
 RP0300
 RP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS856943(NAD 83)
 RP0300
 RP0300_MARKER: DD = SURVEY DISK
 RP0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0300_SP_SET: CULVERT
 RP0300_STAMPING: 1401-AA 1965
 RP0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0300
 RP0300  HISTORY     - Date     Condition        Report By
 RP0300  HISTORY     - 1965     MONUMENTED       MNDT
 RP0300  HISTORY     - 1969     GOOD             MNDT
 RP0300  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 RP0300
 RP0300                          STATION DESCRIPTION
 RP0300
 RP0300'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0300'0.3 MI E FROM GLYNDON.
 RP0300'MARK IS LOCATED IN GLYNDON TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0300'HIGHWAY DEPARTMENT DISK STAMPED 1401-AA, SET IN THE SOUTHEAST CORNER
 RP0300'OF THE SOUTH HEADWALL OF A DOUBLE BOX CULVERT UNDER T.H. 10 EASTBOUND
 RP0300'STATION 539+79 AT A SMALL CREEK.  NW 1/4 SECTION 12, T 139N, R 47W.
 RP0300
 RP0300                          STATION RECOVERY (2006)
 RP0300
 RP0300'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0297 ***********************************************************************
 RP0297  DESIGNATION -  1401 AB
 RP0297  PID         -  RP0297
 RP0297  STATE/COUNTY-  MN/CLAY
 RP0297  COUNTRY     -  US
 RP0297  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0297
 RP0297                         *CURRENT SURVEY CONTROL
 RP0297  ______________________________________________________________________
 RP0297* NAD 83(1986) POSITION- 46 52 36.     (N) 096 32 56.     (W)   SCALED    
 RP0297* NAVD 88 ORTHO HEIGHT -   281.874  (meters)     924.78  (feet) ADJUSTED  
 RP0297  ______________________________________________________________________
 RP0297  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 RP0297  DYNAMIC HEIGHT  -        281.895 (meters)      924.85  (feet) COMP
 RP0297  MODELED GRAVITY -    980,684.2   (mgal)                       NAVD 88
 RP0297
 RP0297  VERT ORDER      -  FIRST     CLASS II
 RP0297
 RP0297.The horizontal coordinates were scaled from a topographic map and have
 RP0297.an estimated accuracy of +/- 6 seconds.
 RP0297.
 RP0297.The orthometric height was determined by differential leveling and
 RP0297.adjusted in June 1991.
 RP0297
 RP0297.The dynamic height is computed by dividing the NAVD 88
 RP0297.geopotential number by the normal gravity value computed on the
 RP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0297.degrees latitude (g = 980.6199 gals.).
 RP0297
 RP0297.The modeled gravity was interpolated from observed gravity values.
 RP0297
 RP0297;                    North         East    Units  Estimated Accuracy
 RP0297;SPC MN C     -   311,130.      624,780.      MT  (+/- 180 meters Scaled)
 RP0297
 RP0297                          SUPERSEDED SURVEY CONTROL
 RP0297
 RP0297  NGVD 29 (??/??/92)  281.549  (m)          923.72   (f) ADJ UNCH    1 2
 RP0297
 RP0297.Superseded values are not recommended for survey control.
 RP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0297.See file dsdata.txt to determine how the superseded data were derived.
 RP0297
 RP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS867943(NAD 83)
 RP0297
 RP0297_MARKER: DD = SURVEY DISK
 RP0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0297_SP_SET: MONUMENT
 RP0297_STAMPING: 1401-AB 1965
 RP0297_MARK LOGO: MNDT  
 RP0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0297+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 RP0297
 RP0297  HISTORY     - Date     Condition        Report By
 RP0297  HISTORY     - 1965     MONUMENTED       MNDT
 RP0297  HISTORY     - 1969     GOOD             MNDT
 RP0297  HISTORY     - 1982     GOOD             NGS
 RP0297  HISTORY     - 20060907 GOOD             GEOCAC
 RP0297
 RP0297                          STATION DESCRIPTION
 RP0297
 RP0297'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0297'1.2 MI E FROM GLYNDON.
 RP0297'MARK IS LOCATED IN GLYNDON TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0297'HIGHWAY DEPARTMENT DISK STAMPED 1401-AB 1965, SET IN A PRE-CAST
 RP0297'CONCRETE MONUMENT, 98 FEET SOUTH OF T.H. 10 EASTBOUND STATION 579+00,
 RP0297'ON AN EAST-WEST POWER POLE LINE ABOUT 300 FEET SOUTHWEST OF TRAVERSE
 RP0297'STATION GLYNDON, 1 FOOT NORTH OF A STEEL WITNESS POST AND SET FLUSH
 RP0297'WITH THE GROUND.  NE 1/4 SECTION 12, T 139N, R 47W.
 RP0297
 RP0297                          STATION RECOVERY (1982)
 RP0297
 RP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0297'RECOVERED IN GOOD CONDITION.
 RP0297
 RP0297                          STATION RECOVERY (2006)
 RP0297
 RP0297'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0297'HANDHELD COORDINATES ARE N46-52-36.54 W096-32-54.48.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0293 ***********************************************************************
 RP0293  DESIGNATION -  1401 AC
 RP0293  PID         -  RP0293
 RP0293  STATE/COUNTY-  MN/CLAY
 RP0293  COUNTRY     -  US
 RP0293  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0293
 RP0293                         *CURRENT SURVEY CONTROL
 RP0293  ______________________________________________________________________
 RP0293* NAD 83(1986) POSITION- 46 52 36.     (N) 096 31 37.     (W)   SCALED    
 RP0293* NAVD 88 ORTHO HEIGHT -   283.643  (meters)     930.59  (feet) ADJUSTED  
 RP0293  ______________________________________________________________________
 RP0293  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 RP0293  DYNAMIC HEIGHT  -        283.664 (meters)      930.65  (feet) COMP
 RP0293  MODELED GRAVITY -    980,682.5   (mgal)                       NAVD 88
 RP0293
 RP0293  VERT ORDER      -  SECOND    CLASS 0
 RP0293
 RP0293.The horizontal coordinates were scaled from a topographic map and have
 RP0293.an estimated accuracy of +/- 6 seconds.
 RP0293.
 RP0293.The orthometric height was determined by differential leveling and
 RP0293.adjusted in June 1991.
 RP0293
 RP0293.The dynamic height is computed by dividing the NAVD 88
 RP0293.geopotential number by the normal gravity value computed on the
 RP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0293.degrees latitude (g = 980.6199 gals.).
 RP0293
 RP0293.The modeled gravity was interpolated from observed gravity values.
 RP0293
 RP0293;                    North         East    Units  Estimated Accuracy
 RP0293;SPC MN C     -   311,080.      626,460.      MT  (+/- 180 meters Scaled)
 RP0293
 RP0293                          SUPERSEDED SURVEY CONTROL
 RP0293
 RP0293  NGVD 29 (??/??/92)  283.317  (m)          929.52   (f) ADJ UNCH    2 0
 RP0293
 RP0293.Superseded values are not recommended for survey control.
 RP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0293.See file dsdata.txt to determine how the superseded data were derived.
 RP0293
 RP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS884944(NAD 83)
 RP0293
 RP0293_MARKER: DD = SURVEY DISK
 RP0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0293_SP_SET: MONUMENT
 RP0293_STAMPING: 1401-AC 1965
 RP0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0293
 RP0293  HISTORY     - Date     Condition        Report By
 RP0293  HISTORY     - 1965     MONUMENTED       MNDT
 RP0293  HISTORY     - 1969     GOOD             MNDT
 RP0293  HISTORY     - 1982     MARK NOT FOUND   NGS
 RP0293
 RP0293                          STATION DESCRIPTION
 RP0293
 RP0293'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0293'2.0 MI E FROM GLYNDON.
 RP0293'MARK IS LOCATED IN RIVERTON TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0293'HIGHWAY DEPARTMENT DISK, STAMPED 1401-AC 1965, SET IN A PRE-CAST
 RP0293'CONCRETE MONUMENT, 98 FEET SOUTH OF T.H. 10 EASTBOUND CENTERLINE
 RP0293'STATION 630+00, 40 FEET WEST OF A POWER POLE, ON AN EAST-WEST POWER
 RP0293'POLE LINE, 350 FEET WEST OF A ROAD LEADING TO THE TALLY-HO KENNELS, 1
 RP0293'FOOT NORTH OF A STEEL WITNESS POST AND PROJECTS ABOUT 3 INCHES ABOVE
 RP0293'GROUND.  NE 1/4 SECTION 7, T 139N, R 46W.
 RP0293
 RP0293                          STATION RECOVERY (1982)
 RP0293
 RP0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0293'NOT RECOVERED, PROBABLY TAKEN OUT BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0050 ***********************************************************************
 RP0050  DESIGNATION -  1401 AE
 RP0050  PID         -  RP0050
 RP0050  STATE/COUNTY-  MN/CLAY
 RP0050  COUNTRY     -  US
 RP0050  USGS QUAD   -  HAWLEY NW (1966)
 RP0050
 RP0050                         *CURRENT SURVEY CONTROL
 RP0050  ______________________________________________________________________
 RP0050* NAD 83(1986) POSITION- 46 52 34.9    (N) 096 28 57.1    (W)   HD_HELD2  
 RP0050* NAVD 88 ORTHO HEIGHT -   291.591  (meters)     956.66  (feet) ADJUSTED  
 RP0050  ______________________________________________________________________
 RP0050  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 RP0050  DYNAMIC HEIGHT  -        291.612 (meters)      956.73  (feet) COMP
 RP0050  MODELED GRAVITY -    980,680.5   (mgal)                       NAVD 88
 RP0050
 RP0050  VERT ORDER      -  SECOND    CLASS I
 RP0050
 RP0050.The horizontal coordinates were established by autonomous hand held GPS
 RP0050.observations and have an estimated accuracy of +/- 10 meters.
 RP0050.
 RP0050.The orthometric height was determined by differential leveling and
 RP0050.adjusted in December 2004.
 RP0050
 RP0050.The dynamic height is computed by dividing the NAVD 88
 RP0050.geopotential number by the normal gravity value computed on the
 RP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0050.degrees latitude (g = 980.6199 gals.).
 RP0050
 RP0050.The modeled gravity was interpolated from observed gravity values.
 RP0050
 RP0050;                    North         East    Units  Estimated Accuracy
 RP0050;SPC MN C     -   310,954.      629,840.      MT  (+/- 10 meters HH2 GPS)
 RP0050
 RP0050                          SUPERSEDED SURVEY CONTROL
 RP0050
 RP0050  NAVD 88 (06/15/91)  291.411  (m)          956.07   (f) SUPERSEDED  2 0
 RP0050  NGVD 29 (??/??/92)  291.082  (m)          954.99   (f) ADJ UNCH    2 0
 RP0050
 RP0050.Superseded values are not recommended for survey control.
 RP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0050.See file dsdata.txt to determine how the superseded data were derived.
 RP0050
 RP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9182994501(NAD 83)
 RP0050
 RP0050_MARKER: DD = SURVEY DISK
 RP0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0050_SP_SET: MONUMENT
 RP0050_STAMPING: 1401 AE 1965
 RP0050_MARK LOGO: MNHD  
 RP0050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0050+STABILITY: SURFACE MOTION
 RP0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0050+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 RP0050
 RP0050  HISTORY     - Date     Condition        Report By
 RP0050  HISTORY     - 1965     MONUMENTED       MNHD
 RP0050  HISTORY     - 1969     GOOD             MNDT
 RP0050  HISTORY     - 20000620 GOOD             MNDT
 RP0050  HISTORY     - 20010404 GOOD             MNDT
 RP0050
 RP0050                          STATION DESCRIPTION
 RP0050
 RP0050'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0050'4.3 MI E FROM GLYNDON.
 RP0050'MARK IS LOCATED ABOUT 0.3 MILES NORTH OF BUFFALO RIVER STATE PARK.
 RP0050'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1401-AE
 RP0050'1965, SET IN A PRECAST CONCRETE MONUMENT, 99 FEET SOUTH OF T.H. 10
 RP0050'EASTBOUND STATION 743+94, 400 FEET EAST OF A FIELD ENTRANCE SOUTH, 1
 RP0050'FOOT NORTH OF A STEEL WITNESS POST, AND PROJECTS ABOUT A FOOT ABOVE
 RP0050'GROUND.  NW 1/4 SECTION 10, T 139N, R 46W.
 RP0050
 RP0050                          STATION RECOVERY (2000)
 RP0050
 RP0050'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (KNB)
 RP0050'AT TRUNK HIGHWAY 10 MILE POST 13.85, MAGNETIC,
 RP0050
 RP0050                          STATION RECOVERY (2001)
 RP0050
 RP0050'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0050'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 RP0050'TH 10 MP 13.85.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0047 ***********************************************************************
 RP0047  DESIGNATION -  1401 AF
 RP0047  PID         -  RP0047
 RP0047  STATE/COUNTY-  MN/CLAY
 RP0047  COUNTRY     -  US
 RP0047  USGS QUAD   -  HAWLEY NW (1966)
 RP0047
 RP0047                         *CURRENT SURVEY CONTROL
 RP0047  ______________________________________________________________________
 RP0047* NAD 83(1986) POSITION- 46 52 32.24   (N) 096 26 25.73   (W)   HD_HELD1  
 RP0047* NAVD 88 ORTHO HEIGHT -   315.828  (meters)    1036.18  (feet) ADJUSTED  
 RP0047  ______________________________________________________________________
 RP0047  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 RP0047  DYNAMIC HEIGHT  -        315.849 (meters)     1036.25  (feet) COMP
 RP0047  MODELED GRAVITY -    980,673.0   (mgal)                       NAVD 88
 RP0047
 RP0047  VERT ORDER      -  SECOND    CLASS I
 RP0047
 RP0047.The horizontal coordinates were established by differentially corrected
 RP0047.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0047.
 RP0047.The orthometric height was determined by differential leveling and
 RP0047.adjusted in June 1991.
 RP0047
 RP0047.The dynamic height is computed by dividing the NAVD 88
 RP0047.geopotential number by the normal gravity value computed on the
 RP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0047.degrees latitude (g = 980.6199 gals.).
 RP0047
 RP0047.The modeled gravity was interpolated from observed gravity values.
 RP0047
 RP0047;                    North         East    Units  Estimated Accuracy
 RP0047;SPC MN C     -   310,782.4     633,041.5     MT  (+/- 3 meters HH1 GPS) 
 RP0047
 RP0047                          SUPERSEDED SURVEY CONTROL
 RP0047
 RP0047  NGVD 29 (??/??/92)  315.485  (m)         1035.05   (f) ADJ UNCH    2 0
 RP0047
 RP0047.Superseded values are not recommended for survey control.
 RP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0047.See file dsdata.txt to determine how the superseded data were derived.
 RP0047
 RP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9503594523(NAD 83)
 RP0047
 RP0047_MARKER: DD = SURVEY DISK
 RP0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0047_SP_SET: MONUMENT
 RP0047_STAMPING: 1401 AF 1965
 RP0047_MARK LOGO: MNHD  
 RP0047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0047+STABILITY: SURFACE MOTION
 RP0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0047+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 RP0047
 RP0047  HISTORY     - Date     Condition        Report By
 RP0047  HISTORY     - 1965     MONUMENTED       MNHD
 RP0047  HISTORY     - 1969     GOOD             MNDT
 RP0047  HISTORY     - 20000620 GOOD             MNDT
 RP0047  HISTORY     - 20010404 GOOD             MNDT
 RP0047
 RP0047                          STATION DESCRIPTION
 RP0047
 RP0047'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0047'6.0 MI E FROM GLYNDON.
 RP0047'MARK IS LOCATED IN RIVERTON TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0047'HIGHWAY DEPARTMENT DISK STAMPED 1401-AF 1965, SET IN A PRE-CAST
 RP0047'CONCRETE MONUMENT, 98 FEET SOUTH OF T.H. 10 EASTBOUND STATION 849+00,
 RP0047'1 FOOT NORTH OF A STEEL WITNESS POST, 2 FEET NORTH OF THE SOUTH R/W
 RP0047'FENCE, ABOUT 300 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STATE
 RP0047'GAME REFUGE, PROJECTING ABOUT 5 INCHES ABOVE GROUND.  NW 1/4 SECTION
 RP0047'12, T 139N, R 46W.
 RP0047
 RP0047                          STATION RECOVERY (2000)
 RP0047
 RP0047'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (KNB)
 RP0047'AT TRUNK HIGHWAY 10 MILE POST 15.8, MAGNETIC, FLUSH.
 RP0047
 RP0047                          STATION RECOVERY (2001)
 RP0047
 RP0047'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0047'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 RP0047'TH 10 MP 15.8, 119 FT (36.3 M) EAST OF P-POLE.  MARK IS FLUSH,
 RP0047'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0045 ***********************************************************************
 RP0045  DESIGNATION -  1401 AG
 RP0045  PID         -  RP0045
 RP0045  STATE/COUNTY-  MN/CLAY
 RP0045  COUNTRY     -  US
 RP0045  USGS QUAD   -  HAWLEY NW (1966)
 RP0045
 RP0045                         *CURRENT SURVEY CONTROL
 RP0045  ______________________________________________________________________
 RP0045* NAD 83(1986) POSITION- 46 52 32.15   (N) 096 24 24.83   (W)   HD_HELD1  
 RP0045* NAVD 88 ORTHO HEIGHT -   334.225  (meters)    1096.54  (feet) ADJUSTED  
 RP0045  ______________________________________________________________________
 RP0045  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0045  DYNAMIC HEIGHT  -        334.246 (meters)     1096.61  (feet) COMP
 RP0045  MODELED GRAVITY -    980,667.7   (mgal)                       NAVD 88
 RP0045
 RP0045  VERT ORDER      -  SECOND    CLASS I
 RP0045
 RP0045.The horizontal coordinates were established by differentially corrected
 RP0045.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0045.
 RP0045.The orthometric height was determined by differential leveling and
 RP0045.adjusted in December 2004.
 RP0045
 RP0045.The dynamic height is computed by dividing the NAVD 88
 RP0045.geopotential number by the normal gravity value computed on the
 RP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0045.degrees latitude (g = 980.6199 gals.).
 RP0045
 RP0045.The modeled gravity was interpolated from observed gravity values.
 RP0045
 RP0045;                    North         East    Units  Estimated Accuracy
 RP0045;SPC MN C     -   310,709.3     635,600.5     MT  (+/- 3 meters HH1 GPS) 
 RP0045
 RP0045                          SUPERSEDED SURVEY CONTROL
 RP0045
 RP0045  NAVD 88 (06/15/91)  334.167  (m)         1096.35   (f) SUPERSEDED  2 0
 RP0045  NGVD 29 (??/??/92)  333.813  (m)         1095.18   (f) ADJ UNCH    2 0
 RP0045
 RP0045.Superseded values are not recommended for survey control.
 RP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0045.See file dsdata.txt to determine how the superseded data were derived.
 RP0045
 RP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9759494604(NAD 83)
 RP0045
 RP0045_MARKER: DD = SURVEY DISK
 RP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0045_SP_SET: MONUMENT
 RP0045_STAMPING: 1401 AG 1965
 RP0045_MARK LOGO: MNHD  
 RP0045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0045+STABILITY: SURFACE MOTION
 RP0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0045+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 RP0045
 RP0045  HISTORY     - Date     Condition        Report By
 RP0045  HISTORY     - 1965     MONUMENTED       MNHD
 RP0045  HISTORY     - 1969     GOOD             MNDT
 RP0045  HISTORY     - 20000620 GOOD             MNDT
 RP0045  HISTORY     - 20010404 GOOD             MNDT
 RP0045
 RP0045                          STATION DESCRIPTION
 RP0045
 RP0045'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0045'4.0 MI W FROM HAWLEY.
 RP0045'MARK IS LOCATED IN HAWLEY TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0045'HIGHWAY DEPARTMENT DISK STAMPED 1401-AG 1965, SET IN A PRECAST
 RP0045'CONCRETE MONUMENT, 98 FEET SOUTH OF T.H. 10 EASTBOUND STATION 933+00,
 RP0045'90 FEET EAST OF COUNTY ROAD 23 CENTERLINE, 1 FOOT NORTH OF A STEEL
 RP0045'WITNESS POST AND PROJECTS ABOUT 2 INCHES ABOVE GROUND.  NW 1/4 SECTION
 RP0045'8, T 139N, R 45W.
 RP0045
 RP0045                          STATION RECOVERY (2000)
 RP0045
 RP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (KNB)
 RP0045'AT TRUNK HIGHWAY 10 MILE POST 17.4, MAGNETIC, PROJECTS 2 INCHES.
 RP0045
 RP0045                          STATION RECOVERY (2001)
 RP0045
 RP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0045'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK AT TH
 RP0045'10 MP 17.4, 7.8 FT (2.4 M) ENE OF R/W POST, PROJECTS 2 INCHES,
 RP0045'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0038 ***********************************************************************
 RP0038  DESIGNATION -  1401 AH
 RP0038  PID         -  RP0038
 RP0038  STATE/COUNTY-  MN/CLAY
 RP0038  COUNTRY     -  US
 RP0038  USGS QUAD   -  HAWLEY NW (1966)
 RP0038
 RP0038                         *CURRENT SURVEY CONTROL
 RP0038  ______________________________________________________________________
 RP0038* NAD 83(1986) POSITION- 46 52 33.3    (N) 096 23 05.6    (W)   HD_HELD2  
 RP0038* NAVD 88 ORTHO HEIGHT -   343.811  (meters)    1127.99  (feet) ADJUSTED  
 RP0038  ______________________________________________________________________
 RP0038  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0038  DYNAMIC HEIGHT  -        343.832 (meters)     1128.06  (feet) COMP
 RP0038  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 RP0038
 RP0038  VERT ORDER      -  SECOND    CLASS I
 RP0038
 RP0038.The horizontal coordinates were established by autonomous hand held GPS
 RP0038.observations and have an estimated accuracy of +/- 10 meters.
 RP0038.
 RP0038.The orthometric height was determined by differential leveling and
 RP0038.adjusted in June 1991.
 RP0038
 RP0038.The dynamic height is computed by dividing the NAVD 88
 RP0038.geopotential number by the normal gravity value computed on the
 RP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0038.degrees latitude (g = 980.6199 gals.).
 RP0038
 RP0038.The modeled gravity was interpolated from observed gravity values.
 RP0038
 RP0038;                    North         East    Units  Estimated Accuracy
 RP0038;SPC MN C     -   310,699.      637,279.      MT  (+/- 10 meters HH2 GPS)
 RP0038
 RP0038                          SUPERSEDED SURVEY CONTROL
 RP0038
 RP0038  NGVD 29 (??/??/92)  343.452  (m)         1126.81   (f) ADJ UNCH    2 0
 RP0038
 RP0038.Superseded values are not recommended for survey control.
 RP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0038.See file dsdata.txt to determine how the superseded data were derived.
 RP0038
 RP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9927094695(NAD 83)
 RP0038
 RP0038_MARKER: DD = SURVEY DISK
 RP0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0038_SP_SET: MONUMENT
 RP0038_STAMPING: 1401 AH 1965
 RP0038_MARK LOGO: MNHD  
 RP0038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0038+STABILITY: SURFACE MOTION
 RP0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0038+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 RP0038
 RP0038  HISTORY     - Date     Condition        Report By
 RP0038  HISTORY     - 1965     MONUMENTED       MNHD
 RP0038  HISTORY     - 1969     GOOD             MNDT
 RP0038  HISTORY     - 20000620 GOOD             MNDT
 RP0038  HISTORY     - 20010404 GOOD             MNDT
 RP0038
 RP0038                          STATION DESCRIPTION
 RP0038
 RP0038'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0038'3.0 MI W FROM HAWLEY.
 RP0038'MARK IS LOCATED IN HAWLEY TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0038'HIGHWAY DEPARTMENT DISK STAMPED 1401-AH 1965, SET IN A PRE-CAST
 RP0038'CONCRETE MONUMENT, 97 FEET SOUTH OF T.H. 10 EASTBOUND STATION 988+00,
 RP0038'500 FEET EAST OF A COUNTY ROAD (GRAVEL), 1 FOOT NORTH OF A STEEL
 RP0038'WITNESS POST AND FLUSH WITH THE GROUND.  NW 1/4 SECTION 9, T 139, R
 RP0038'R45W.
 RP0038
 RP0038                          STATION RECOVERY (2000)
 RP0038
 RP0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (KNB)
 RP0038'AT TRUNK HIGHWAY 10 MILE POST 18.5, MAGNETIC, RECESSED 3 INCHES.
 RP0038
 RP0038                          STATION RECOVERY (2001)
 RP0038
 RP0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0038'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 RP0038'TH 10 MP 18.5, RECESSED 3 INCHES, MAGNETIC, AND SUITABLE GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0030 ***********************************************************************
 RP0030  DESIGNATION -  1401 AJ
 RP0030  PID         -  RP0030
 RP0030  STATE/COUNTY-  MN/CLAY
 RP0030  COUNTRY     -  US
 RP0030  USGS QUAD   -  HAWLEY (1966)
 RP0030
 RP0030                         *CURRENT SURVEY CONTROL
 RP0030  ______________________________________________________________________
 RP0030* NAD 83(1986) POSITION- 46 52 38.4    (N) 096 18 45.9    (W)   HD_HELD2  
 RP0030* NAVD 88 ORTHO HEIGHT -   348.461  (meters)    1143.24  (feet) ADJUSTED  
 RP0030  ______________________________________________________________________
 RP0030  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0030  DYNAMIC HEIGHT  -        348.481 (meters)     1143.31  (feet) COMP
 RP0030  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 RP0030
 RP0030  VERT ORDER      -  SECOND    CLASS I
 RP0030
 RP0030.The horizontal coordinates were established by autonomous hand held GPS
 RP0030.observations and have an estimated accuracy of +/- 10 meters.
 RP0030.
 RP0030.The orthometric height was determined by differential leveling and
 RP0030.adjusted in June 1991.
 RP0030
 RP0030.Photographs are available for this station.
 RP0030
 RP0030.The dynamic height is computed by dividing the NAVD 88
 RP0030.geopotential number by the normal gravity value computed on the
 RP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0030.degrees latitude (g = 980.6199 gals.).
 RP0030
 RP0030.The modeled gravity was interpolated from observed gravity values.
 RP0030
 RP0030;                    North         East    Units  Estimated Accuracy
 RP0030;SPC MN C     -   310,711.      642,780.      MT  (+/- 10 meters HH2 GPS)
 RP0030
 RP0030                          SUPERSEDED SURVEY CONTROL
 RP0030
 RP0030  NGVD 29 (??/??/92)  348.090  (m)         1142.03   (f) ADJ UNCH    2 0
 RP0030
 RP0030.Superseded values are not recommended for survey control.
 RP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0030.See file dsdata.txt to determine how the superseded data were derived.
 RP0030
 RP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0476295038(NAD 83)
 RP0030
 RP0030_MARKER: DB = BENCH MARK DISK
 RP0030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0030_SP_SET: BRIDGE ABUTMENT
 RP0030_STAMPING: 1401-AJ 1965
 RP0030_MARK LOGO: MNDT  
 RP0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0030+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 RP0030
 RP0030  HISTORY     - Date     Condition        Report By
 RP0030  HISTORY     - 1969     MONUMENTED       MNHD
 RP0030  HISTORY     - 20000615 GOOD             MNDT
 RP0030  HISTORY     - 20040113 GOOD             MNDT
 RP0030
 RP0030                          STATION DESCRIPTION
 RP0030
 RP0030'DESCRIBED BY MN HIGHWAY DEPT 1969
 RP0030'IN HAWLEY.
 RP0030'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9026 T.H. 10
 RP0030'EAST BOUND OVER THE BUFFALO RIVER.  NW 1/4 SECTION 12, T 139N, R 44W.
 RP0030
 RP0030                          STATION RECOVERY (2000)
 RP0030
 RP0030'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RP0030'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0030'THE MARK IS AT SE EDGE OF HAWLEY, IN ABUT IN SE COR OF EB TH 10 BRDG
 RP0030'NO 9026 OVER BUFFALO RIVER, AT TH 10 MILEPOST 22, 0.55 MI (0.89 KM)
 RP0030'EAST OF CO RD 31, 25.5 FT (7.8 M) SOUTH OF EB TH 10.
 RP0030
 RP0030                          STATION RECOVERY (2004)
 RP0030
 RP0030'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMS)
 RP0030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0031 ***********************************************************************
 RP0031  DESIGNATION -  1401 AJ 1
 RP0031  PID         -  RP0031
 RP0031  STATE/COUNTY-  MN/CLAY
 RP0031  COUNTRY     -  US
 RP0031  USGS QUAD   -  HAWLEY (1966)
 RP0031
 RP0031                         *CURRENT SURVEY CONTROL
 RP0031  ______________________________________________________________________
 RP0031* NAD 83(1986) POSITION- 46 52 36.6    (N) 096 18 55.5    (W)   HD_HELD2  
 RP0031* NAVD 88 ORTHO HEIGHT -   352.752  (meters)    1157.32  (feet) ADJUSTED  
 RP0031  ______________________________________________________________________
 RP0031  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0031  DYNAMIC HEIGHT  -        352.773 (meters)     1157.39  (feet) COMP
 RP0031  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 RP0031
 RP0031  VERT ORDER      -  SECOND    CLASS I
 RP0031
 RP0031.The horizontal coordinates were established by autonomous hand held GPS
 RP0031.observations and have an estimated accuracy of +/- 10 meters.
 RP0031.
 RP0031.The orthometric height was determined by differential leveling and
 RP0031.adjusted in June 1991.
 RP0031
 RP0031.The dynamic height is computed by dividing the NAVD 88
 RP0031.geopotential number by the normal gravity value computed on the
 RP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0031.degrees latitude (g = 980.6199 gals.).
 RP0031
 RP0031.The modeled gravity was interpolated from observed gravity values.
 RP0031
 RP0031;                    North         East    Units  Estimated Accuracy
 RP0031;SPC MN C     -   310,661.      642,575.      MT  (+/- 10 meters HH2 GPS)
 RP0031
 RP0031                          SUPERSEDED SURVEY CONTROL
 RP0031
 RP0031  NGVD 29 (??/??/92)  352.382  (m)         1156.11   (f) ADJ UNCH    2 0
 RP0031
 RP0031.Superseded values are not recommended for survey control.
 RP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0031.See file dsdata.txt to determine how the superseded data were derived.
 RP0031
 RP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0456094976(NAD 83)
 RP0031
 RP0031_MARKER: DB = BENCH MARK DISK
 RP0031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0031_SP_SET: BRIDGE ABUTMENT
 RP0031_STAMPING: 1401 AJ 1 1969
 RP0031_MARK LOGO: MNHD  
 RP0031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0031+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2000
 RP0031
 RP0031  HISTORY     - Date     Condition        Report By
 RP0031  HISTORY     - 1969     MONUMENTED       MNHD
 RP0031  HISTORY     - 20000615 GOOD             MNDT
 RP0031
 RP0031                          STATION DESCRIPTION
 RP0031
 RP0031'DESCRIBED BY MN HIGHWAY DEPT 1969
 RP0031'IN HAWLEY.
 RP0031'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1401-AJ-1
 RP0031'1969, SET IN THE SOUTHEAST CORNER OF BRIDGE NO. 9025, NORTHERN PACIFIC
 RP0031'RAILROAD OVER T.H. 10 WB STATION 1162+11.3, 0.2 MILES SOUTH OF THE
 RP0031'NORTHERN PACIFIC RAILROAD STATION.  NW 1/4 SECTION 12, T 139N, R 44W.
 RP0031
 RP0031                          STATION RECOVERY (2000)
 RP0031
 RP0031'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RP0031'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW-- AT
 RP0031'TH 10 MP 21.8, 0.55 MI (0.89 KM) EAST OF CO RD 31, 0.2 MI (0.3 KM)
 RP0031'SOUTH OF RR STA, 8 FT (2.4 M) EAST OF EAST RAIL OF RR TRACKS, 0.5 FT
 RP0031'(15.2 CM) NORTH OF SOUTH END OF BRDG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0029 ***********************************************************************
 RP0029  DESIGNATION -  1401 AJ 2
 RP0029  PID         -  RP0029
 RP0029  STATE/COUNTY-  MN/CLAY
 RP0029  COUNTRY     -  US
 RP0029  USGS QUAD   -  HAWLEY (1966)
 RP0029
 RP0029                         *CURRENT SURVEY CONTROL
 RP0029  ______________________________________________________________________
 RP0029* NAD 83(1986) POSITION- 46 52 36.4    (N) 096 18 50.2    (W)   HD_HELD2  
 RP0029* NAVD 88 ORTHO HEIGHT -   348.477  (meters)    1143.30  (feet) ADJUSTED  
 RP0029  ______________________________________________________________________
 RP0029  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0029  DYNAMIC HEIGHT  -        348.497 (meters)     1143.36  (feet) COMP
 RP0029  MODELED GRAVITY -    980,661.1   (mgal)                       NAVD 88
 RP0029
 RP0029  VERT ORDER      -  SECOND    CLASS I
 RP0029
 RP0029.The horizontal coordinates were established by autonomous hand held GPS
 RP0029.observations and have an estimated accuracy of +/- 10 meters.
 RP0029.
 RP0029.The orthometric height was determined by differential leveling and
 RP0029.adjusted in June 1991.
 RP0029
 RP0029.Photographs are available for this station.
 RP0029
 RP0029.The dynamic height is computed by dividing the NAVD 88
 RP0029.geopotential number by the normal gravity value computed on the
 RP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0029.degrees latitude (g = 980.6199 gals.).
 RP0029
 RP0029.The modeled gravity was interpolated from observed gravity values.
 RP0029
 RP0029;                    North         East    Units  Estimated Accuracy
 RP0029;SPC MN C     -   310,652.      642,687.      MT  (+/- 10 meters HH2 GPS)
 RP0029
 RP0029                          SUPERSEDED SURVEY CONTROL
 RP0029
 RP0029  NGVD 29 (??/??/92)  348.106  (m)         1142.08   (f) ADJ UNCH    2 0
 RP0029
 RP0029.Superseded values are not recommended for survey control.
 RP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0029.See file dsdata.txt to determine how the superseded data were derived.
 RP0029
 RP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0467394973(NAD 83)
 RP0029
 RP0029_MARKER: DB = BENCH MARK DISK
 RP0029_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0029_SP_SET: BRIDGE ABUTMENT
 RP0029_STAMPING: 1401 AJ 2 1969
 RP0029_MARK LOGO: MNDT  
 RP0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0029+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2004
 RP0029
 RP0029  HISTORY     - Date     Condition        Report By
 RP0029  HISTORY     - 1969     MONUMENTED       MNHD
 RP0029  HISTORY     - 20000615 GOOD             MNDT
 RP0029  HISTORY     - 20040113 GOOD             MNDT
 RP0029
 RP0029                          STATION DESCRIPTION
 RP0029
 RP0029'DESCRIBED BY MN HIGHWAY DEPT 1969
 RP0029'IN HAWLEY.
 RP0029'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9031, T.H. 10
 RP0029'WESTBOUND OVER THE BUFFALO RIVER.  NW 1/4 SECTION 12, T 139N, R 44W
 RP0029
 RP0029                          STATION RECOVERY (2000)
 RP0029
 RP0029'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RP0029'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0029'THE MARK IS AT SE EDGE OF HAWLEY, IN ABUT IN NE COR OF WB TH 10 BRDG
 RP0029'NO 9031 OVER BUFFALO RIVER, AT TH 10 MP 21.8, 0.35 MI (0.56 KM) EAST
 RP0029'OF CO RD 31, 25.5 FT (7.8 M) NORTH OF WB TH 10.
 RP0029
 RP0029                          STATION RECOVERY (2004)
 RP0029
 RP0029'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMS)
 RP0029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8004 ***********************************************************************
 DF8004  DESIGNATION -  1401 AK
 DF8004  PID         -  DF8004
 DF8004  STATE/COUNTY-  MN/CLAY
 DF8004  COUNTRY     -  US
 DF8004  USGS QUAD   -  DILWORTH (1976)
 DF8004
 DF8004                         *CURRENT SURVEY CONTROL
 DF8004  ______________________________________________________________________
 DF8004* NAD 83(2007) POSITION- 46 52 35.73473(N) 096 44 34.19304(W)   ADJUSTED  
 DF8004* NAD 83(2007) ELLIP HT-   249.466 (meters)        (01/24/11)   ADJUSTED
 DF8004* NAD 83(2007) EPOCH   -  2002.00
 DF8004* NAVD 88 ORTHO HEIGHT -   275.996  (meters)     905.50  (feet) ADJUSTED  
 DF8004  ______________________________________________________________________
 DF8004  NAD 83(2007) X  -   -512,846.738 (meters)                     COMP
 DF8004  NAD 83(2007) Y  - -4,337,669.717 (meters)                     COMP
 DF8004  NAD 83(2007) Z  -  4,632,579.659 (meters)                     COMP
 DF8004  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC09
 DF8004  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 DF8004  DYNAMIC HEIGHT  -        276.020 (meters)      905.58  (feet) COMP
 DF8004  MODELED GRAVITY -    980,695.7   (mgal)                       NAVD 88
 DF8004
 DF8004  HORZ ORDER      -  FIRST
 DF8004  VERT ORDER      -  SECOND    CLASS I
 DF8004  ELLP ORDER      -  FIRST     CLASS II
 DF8004
 DF8004.The horizontal coordinates were established by GPS observations
 DF8004.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8004
 DF8004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8004.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8004
 DF8004.The horizontal coordinates are valid at the epoch date displayed above
 DF8004.which is a decimal equivalence of Year/Month/Day.
 DF8004
 DF8004.The orthometric height was determined by differential leveling and
 DF8004.adjusted in April 2004.
 DF8004
 DF8004.Photographs are available for this station.
 DF8004
 DF8004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8004
 DF8004.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8004
 DF8004.The ellipsoidal height was determined by GPS observations
 DF8004.and is referenced to NAD 83.
 DF8004
 DF8004.The dynamic height is computed by dividing the NAVD 88
 DF8004.geopotential number by the normal gravity value computed on the
 DF8004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8004.degrees latitude (g = 980.6199 gals.).
 DF8004
 DF8004.The modeled gravity was interpolated from observed gravity values.
 DF8004
 DF8004. The following values were computed from the NAD 83(2007) position.
 DF8004
 DF8004;                    North         East     Units Scale Factor Converg.
 DF8004;SPC MN C     -   311,571.546   610,006.814   MT  0.99996672   -1 48 11.8
 DF8004;SPC MN C     - 1,022,214.31  2,001,330.69   sFT  0.99996672   -1 48 11.8
 DF8004;UTM  14      - 5,193,923.849   671,994.401   MT  0.99996360   +1 38 52.3
 DF8004
 DF8004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8004!SPC MN C     -   0.99996090  x   0.99996672  =   0.99992762
 DF8004!UTM  14      -   0.99996090  x   0.99996360  =   0.99992450
 DF8004
 DF8004:                Primary Azimuth Mark                     Grid Az
 DF8004:SPC MN C     -  1401 AL RESET                            090 41 38.0
 DF8004:UTM  14      -  1401 AL RESET                            087 14 33.9
 DF8004
 DF8004|---------------------------------------------------------------------|
 DF8004| PID    Reference Object                     Distance      Geod. Az  |
 DF8004|                                                           dddmmss.s |
 DF8004| DM1807 1401 AL RESET                       APPROX. 0.9 KM 0885326.2 |
 DF8004|---------------------------------------------------------------------|
 DF8004
 DF8004                          SUPERSEDED SURVEY CONTROL
 DF8004
 DF8004  NAVD 88 (01/24/11)  276.00   (m)          905.5    (f) LEVELING    3  
 DF8004
 DF8004.Superseded values are not recommended for survey control.
 DF8004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8004.See file dsdata.txt to determine how the superseded data were derived.
 DF8004
 DF8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7199493923(NAD 83)
 DF8004
 DF8004_MARKER: DD = SURVEY DISK
 DF8004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8004_STAMPING: 1401 AK 1994
 DF8004_MARK LOGO: MNDT  
 DF8004_PROJECTION: FLUSH
 DF8004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8004+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DF8004_ROD/PIPE-DEPTH: 15.2 meters
 DF8004
 DF8004  HISTORY     - Date     Condition        Report By
 DF8004  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8004  HISTORY     - 20030114 GOOD             MNDT
 DF8004  HISTORY     - 20090922 GOOD             MNDT
 DF8004
 DF8004                          STATION DESCRIPTION
 DF8004
 DF8004'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8004'0.3 MI (0.5 KM) EAST OF MOORHEAD, 0.05 MI (0.08 KM) EAST ALONG TH 10
 DF8004'FROM EAST JCT OF TH 10 AND TH 75 IN MOORHEAD, AT TH 10 MP 1.55, 98.5
 DF8004'FT (30.0 M) NORTH OF WB TH 10, 160.5 FT (48.9 M) ESE OF NB TH 75, 30.0
 DF8004'FT (9.1 M) WSW OF SIGN BASE, 27.3 FT (8.3 M) ESE OF FENCE COR, 20.9 FT
 DF8004'(6.4 M) ESE OF R/W POST, 14.2 FT (4.3 M) SSW OF METAL SIGN POLE, 1.0
 DF8004'FT (0.3 M) WEST OF WIT POST, MARK IS MNDT ALUMINUM DISK ON 50 FT (15.2
 DF8004'M) LONG DRIVEN ROD.
 DF8004
 DF8004                          STATION RECOVERY (2003)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8004'RECOVERED AS DESCRIBED.
 DF8004
 DF8004                          STATION RECOVERY (2009)
 DF8004
 DF8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8004'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8004'THE MARK IS 0.3 MILE EAST OF MOORHEAD, 0.05 MILE EAST ALONG TRUNK
 DF8004'HIGHWAY 10 FROM EAST JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75
 DF8004'IN MOORHEAD, AT TRUNK HIGHWAY 10 MILEPOINT 1.55, 98.5 FEET NORTH OF
 DF8004'WESTBOUND TRUNK HIGHWAY 10, 160.5 FEET EAST-SOUTHEAST OF NORTHBOUND
 DF8004'TRUNK HIGHWAY 75, 30 FEET WEST-SOUTHWEST OF SIGN BASE, 27.3 FEET
 DF8004'EAST-SOUTHEAST OF FENCE CORNER, 20.9 FEET EAST-SOUTHEAST OF
 DF8004'RIGHT-OF-WAY POST, 14.2 FEET SOUTH-SOUTHWEST OF METAL SIGN POLE, 1.0
 DF8004'FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1807 ***********************************************************************
 DM1807  DESIGNATION -  1401 AL RESET
 DM1807  PID         -  DM1807
 DM1807  STATE/COUNTY-  MN/CLAY
 DM1807  COUNTRY     -  US
 DM1807  USGS QUAD   -  DILWORTH (1976)
 DM1807
 DM1807                         *CURRENT SURVEY CONTROL
 DM1807  ______________________________________________________________________
 DM1807* NAD 83(2007) POSITION- 46 52 36.32363(N) 096 43 49.66396(W)   ADJUSTED  
 DM1807* NAD 83(2007) ELLIP HT-   250.244 (meters)        (01/24/11)   ADJUSTED
 DM1807* NAD 83(2007) EPOCH   -  2002.00
 DM1807* NAVD 88 ORTHO HEIGHT -   276.783  (meters)     908.08  (feet) ADJUSTED  
 DM1807  ______________________________________________________________________
 DM1807  NAD 83(2007) X  -   -511,908.804 (meters)                     COMP
 DM1807  NAD 83(2007) Y  - -4,337,767.677 (meters)                     COMP
 DM1807  NAD 83(2007) Z  -  4,632,592.658 (meters)                     COMP
 DM1807  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC09
 DM1807  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 DM1807  DYNAMIC HEIGHT  -        276.808 (meters)      908.16  (feet) COMP
 DM1807  MODELED GRAVITY -    980,696.3   (mgal)                       NAVD 88
 DM1807
 DM1807  HORZ ORDER      -  FIRST
 DM1807  VERT ORDER      -  SECOND    CLASS I
 DM1807  ELLP ORDER      -  FIRST     CLASS II
 DM1807
 DM1807.The horizontal coordinates were established by GPS observations
 DM1807.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1807
 DM1807.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1807.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1807
 DM1807.The horizontal coordinates are valid at the epoch date displayed above
 DM1807.which is a decimal equivalence of Year/Month/Day.
 DM1807
 DM1807.The orthometric height was determined by differential leveling and
 DM1807.adjusted in November 2011.
 DM1807
 DM1807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1807
 DM1807.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1807
 DM1807.The ellipsoidal height was determined by GPS observations
 DM1807.and is referenced to NAD 83.
 DM1807
 DM1807.The dynamic height is computed by dividing the NAVD 88
 DM1807.geopotential number by the normal gravity value computed on the
 DM1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1807.degrees latitude (g = 980.6199 gals.).
 DM1807
 DM1807.The modeled gravity was interpolated from observed gravity values.
 DM1807
 DM1807. The following values were computed from the NAD 83(2007) position.
 DM1807
 DM1807;                    North         East     Units Scale Factor Converg.
 DM1807;SPC MN C     -   311,560.125   610,949.802   MT  0.99996674   -1 47 39.6
 DM1807;SPC MN C     - 1,022,176.84  2,004,424.48   sFT  0.99996674   -1 47 39.6
 DM1807;UTM  14      - 5,193,969.215   672,936.365   MT  0.99996759   +1 39 24.9
 DM1807
 DM1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1807!SPC MN C     -   0.99996078  x   0.99996674  =   0.99992752
 DM1807!UTM  14      -   0.99996078  x   0.99996759  =   0.99992837
 DM1807
 DM1807:                Primary Azimuth Mark                     Grid Az
 DM1807:SPC MN C     -  1401 AK                                  270 41 38.3
 DM1807:UTM  14      -  1401 AK                                  267 14 33.8
 DM1807
 DM1807|---------------------------------------------------------------------|
 DM1807| PID    Reference Object                     Distance      Geod. Az  |
 DM1807|                                                           dddmmss.s |
 DM1807| DF8004 1401 AK                             APPROX. 0.9 KM 2685358.7 |
 DM1807|---------------------------------------------------------------------|
 DM1807
 DM1807                          SUPERSEDED SURVEY CONTROL
 DM1807
 DM1807  NAVD 88 (01/24/11)  276.78   (m)          908.1    (f) LEVELING    3  
 DM1807
 DM1807.Superseded values are not recommended for survey control.
 DM1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1807.See file dsdata.txt to determine how the superseded data were derived.
 DM1807
 DM1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7293693969(NAD 83)
 DM1807
 DM1807_MARKER: I = METAL ROD
 DM1807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1807_STAMPING: 1401 AL RESET 2009
 DM1807_MARK LOGO: MNDT  
 DM1807_PROJECTION: RECESSED 8 CENTIMETERS
 DM1807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1807+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1807_ROD/PIPE-DEPTH: 13.7 meters
 DM1807
 DM1807  HISTORY     - Date     Condition        Report By
 DM1807  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1807  HISTORY     - 2009     GOOD             MNDT
 DM1807
 DM1807                          STATION DESCRIPTION
 DM1807
 DM1807'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1807'THE MARK IS 1.0 MILE EAST OF MOORHEAD, 0.6 MILE EAST OF THE JUNCTION
 DM1807'OF TRUNK HIGHWAY 75 NORTH WITH TRUNK HIGHWAY 10, 70 FEET NORTH OF
 DM1807'WESTBOUND TRUNK HIGHWAY 10 AT MILEPOINT 2.15, 146 FEET WEST OF 32ND
 DM1807'STREET, 93.8 FEET WEST NORTHWEST OF STOP LIGHT POLE, 82 FEET SOUTHWEST
 DM1807'OF CABLE BOX TF3102, 86.5 FEET NORTH EAST OF STREET LIGHT POLE, 6 FEET
 DM1807'SOUTH WEST OF BIKE PATH, 6.0 FEET NORTH OF WITNESS POST
 DM1807
 DM1807                          STATION RECOVERY (2009)
 DM1807
 DM1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1807'RECOVERED IN GOOD CONDITION.
 DM1807' 
 DM1807'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1807'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM1807'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1807'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8006 ***********************************************************************
 DF8006  DESIGNATION -  1401 AM
 DF8006  PID         -  DF8006
 DF8006  STATE/COUNTY-  MN/CLAY
 DF8006  COUNTRY     -  US
 DF8006  USGS QUAD   -  DILWORTH (1976)
 DF8006
 DF8006                         *CURRENT SURVEY CONTROL
 DF8006  ______________________________________________________________________
 DF8006* NAD 83(2007) POSITION- 46 52 36.10864(N) 096 41 51.34881(W)   ADJUSTED  
 DF8006* NAD 83(2007) ELLIP HT-   249.997 (meters)        (01/24/11)   ADJUSTED
 DF8006* NAD 83(2007) EPOCH   -  2002.00
 DF8006* NAVD 88 ORTHO HEIGHT -   276.518  (meters)     907.21  (feet) ADJUSTED  
 DF8006  ______________________________________________________________________
 DF8006  NAD 83(2007) X  -   -509,421.087 (meters)                     COMP
 DF8006  NAD 83(2007) Y  - -4,338,065.243 (meters)                     COMP
 DF8006  NAD 83(2007) Z  -  4,632,587.939 (meters)                     COMP
 DF8006  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC09
 DF8006  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DF8006  DYNAMIC HEIGHT  -        276.543 (meters)      907.29  (feet) COMP
 DF8006  MODELED GRAVITY -    980,696.3   (mgal)                       NAVD 88
 DF8006
 DF8006  HORZ ORDER      -  FIRST
 DF8006  VERT ORDER      -  SECOND    CLASS I
 DF8006  ELLP ORDER      -  FIRST     CLASS II
 DF8006
 DF8006.The horizontal coordinates were established by GPS observations
 DF8006.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8006
 DF8006.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8006.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8006
 DF8006.The horizontal coordinates are valid at the epoch date displayed above
 DF8006.which is a decimal equivalence of Year/Month/Day.
 DF8006
 DF8006.The orthometric height was determined by differential leveling and
 DF8006.adjusted in November 2011.
 DF8006
 DF8006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8006
 DF8006.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8006
 DF8006.The ellipsoidal height was determined by GPS observations
 DF8006.and is referenced to NAD 83.
 DF8006
 DF8006.The dynamic height is computed by dividing the NAVD 88
 DF8006.geopotential number by the normal gravity value computed on the
 DF8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8006.degrees latitude (g = 980.6199 gals.).
 DF8006
 DF8006.The modeled gravity was interpolated from observed gravity values.
 DF8006
 DF8006. The following values were computed from the NAD 83(2007) position.
 DF8006
 DF8006;                    North         East     Units Scale Factor Converg.
 DF8006;SPC MN C     -   311,475.564   613,453.648   MT  0.99996673   -1 46 14.0
 DF8006;SPC MN C     - 1,021,899.41  2,012,639.18   sFT  0.99996673   -1 46 14.0
 DF8006;UTM  14      - 5,194,035.542   675,440.776   MT  0.99997832   +1 40 51.3
 DF8006
 DF8006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8006!SPC MN C     -   0.99996081  x   0.99996673  =   0.99992755
 DF8006!UTM  14      -   0.99996081  x   0.99997832  =   0.99993913
 DF8006
 DF8006|---------------------------------------------------------------------|
 DF8006| PID    Reference Object                     Distance      Geod. Az  |
 DF8006|                                                           dddmmss.s |
 DF8006| DF8007 1401 A                              324.639 METERS 08912     |
 DF8006|---------------------------------------------------------------------|
 DF8006
 DF8006                          SUPERSEDED SURVEY CONTROL
 DF8006
 DF8006  NAVD 88 (04/18/11)  276.507  (m)          907.17   (f) SUPERSEDED  2 1
 DF8006  NAVD 88 (01/24/11)  276.53   (m)          907.2    (f) LEVELING    3  
 DF8006  NAVD 88 (04/16/04)  276.530  (m)          907.25   (f) SUPERSEDED  2 1
 DF8006
 DF8006.Superseded values are not recommended for survey control.
 DF8006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8006.See file dsdata.txt to determine how the superseded data were derived.
 DF8006
 DF8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7544094035(NAD 83)
 DF8006
 DF8006_MARKER: DD = SURVEY DISK
 DF8006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8006_STAMPING: 1401 AM 1994
 DF8006_MARK LOGO: MNDT  
 DF8006_PROJECTION: RECESSED 3 CENTIMETERS
 DF8006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8006+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DF8006_ROD/PIPE-DEPTH: 15.2 meters
 DF8006
 DF8006  HISTORY     - Date     Condition        Report By
 DF8006  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8006  HISTORY     - 20000404 GOOD             MNDT
 DF8006  HISTORY     - 20091001 GOOD             MNDT
 DF8006
 DF8006                          STATION DESCRIPTION
 DF8006
 DF8006'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8006'IN DILLWORTH, 2.25 MI (3.62 KM) EAST ALONG TH 10 FROM EAST JCT OF TH
 DF8006'10 AND TH 7 5 IN MOORHEAD, AT TH 10 MP 3.75, AT NE COR OF NE FOURTH ST
 DF8006'AND TH 10, 61.0 FT (18.6 M) NORTH OF TH 10 (CENTER ST), 35.0 FT (10.7
 DF8006'M) EAST OF NE FOURTH ST, 60.0 FT (18.3 M) NW OF LIGHT POLE, 28.7 FT
 DF8006'(8.7 M) SSE OF FENCE COR, 4.0 FT (1.2 M) NORTH OF SIDEWALK EDGE, MARK
 DF8006'IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG DRIVEN ROD.
 DF8006
 DF8006                          STATION RECOVERY (2000)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8006'RECOVERED AS DESCRIBED.
 DF8006
 DF8006                          STATION RECOVERY (2009)
 DF8006
 DF8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8006'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8006'THE MARK IS IN DILLWORTH, 2.25 MILES EAST ALONG TRUNK HIGHWAY 10 FROM
 DF8006'EAST JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 75 IN MOORHEAD, AT
 DF8006'TRUNK HIGHWAY 10 MILEPOINT 3.75, AT NORTHEAST CORNER OF JUNCTION OF
 DF8006'NORTHEAST 4TH STREET AND TRUNK HIGHWAY 10, 61.0 FEET NORTH OF TRUNK
 DF8006'HIGHWAY 10 (CENTER STREET), 35.0 FEET EAST OF NORTHEAST 4TH STREET,
 DF8006'60.0 FEET NORTHWEST OF LIGHT POLE, 28.7 FEET SOUTH-SOUTHEAST OF FENCE
 DF8006'CORNER, 4.0 FEET NORTH OF SIDEWALK EDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1808 ***********************************************************************
 DM1808  DESIGNATION -  1401 AP RESET
 DM1808  PID         -  DM1808
 DM1808  STATE/COUNTY-  MN/CLAY
 DM1808  COUNTRY     -  US
 DM1808  USGS QUAD   -  DILWORTH (1976)
 DM1808
 DM1808                         *CURRENT SURVEY CONTROL
 DM1808  ______________________________________________________________________
 DM1808* NAD 83(2007) POSITION- 46 53 53.41274(N) 096 42 55.33601(W)   ADJUSTED  
 DM1808* NAD 83(2007) ELLIP HT-   249.394 (meters)        (01/24/11)   ADJUSTED
 DM1808* NAD 83(2007) EPOCH   -  2002.00
 DM1808* NAVD 88 ORTHO HEIGHT -   275.905  (meters)     905.20  (feet) ADJUSTED  
 DM1808  ______________________________________________________________________
 DM1808  NAD 83(2007) X  -   -510,562.973 (meters)                     COMP
 DM1808  NAD 83(2007) Y  - -4,336,175.822 (meters)                     COMP
 DM1808  NAD 83(2007) Z  -  4,634,219.032 (meters)                     COMP
 DM1808  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC09
 DM1808  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DM1808  DYNAMIC HEIGHT  -        275.932 (meters)      905.29  (feet) COMP
 DM1808  MODELED GRAVITY -    980,704.2   (mgal)                       NAVD 88
 DM1808
 DM1808  HORZ ORDER      -  FIRST
 DM1808  VERT ORDER      -  SECOND    CLASS I
 DM1808  ELLP ORDER      -  FIRST     CLASS II
 DM1808
 DM1808.The horizontal coordinates were established by GPS observations
 DM1808.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1808
 DM1808.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1808.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1808
 DM1808.The horizontal coordinates are valid at the epoch date displayed above
 DM1808.which is a decimal equivalence of Year/Month/Day.
 DM1808
 DM1808.The orthometric height was determined by differential leveling and
 DM1808.adjusted in November 2011.
 DM1808
 DM1808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1808
 DM1808.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1808
 DM1808.The ellipsoidal height was determined by GPS observations
 DM1808.and is referenced to NAD 83.
 DM1808
 DM1808.The dynamic height is computed by dividing the NAVD 88
 DM1808.geopotential number by the normal gravity value computed on the
 DM1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1808.degrees latitude (g = 980.6199 gals.).
 DM1808
 DM1808.The modeled gravity was interpolated from observed gravity values.
 DM1808
 DM1808. The following values were computed from the NAD 83(2007) position.
 DM1808
 DM1808;                    North         East     Units Scale Factor Converg.
 DM1808;SPC MN C     -   313,903.512   612,173.691   MT  0.99997036   -1 47 00.3
 DM1808;SPC MN C     - 1,029,865.11  2,008,439.85   sFT  0.99997036   -1 47 00.3
 DM1808;UTM  14      - 5,196,382.039   674,016.952   MT  0.99997220   +1 40 06.7
 DM1808
 DM1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1808!SPC MN C     -   0.99996091  x   0.99997036  =   0.99993127
 DM1808!UTM  14      -   0.99996091  x   0.99997220  =   0.99993311
 DM1808
 DM1808                          SUPERSEDED SURVEY CONTROL
 DM1808
 DM1808  NAVD 88 (01/24/11)  275.90   (m)          905.2    (f) LEVELING    3  
 DM1808
 DM1808.Superseded values are not recommended for survey control.
 DM1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1808.See file dsdata.txt to determine how the superseded data were derived.
 DM1808
 DM1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7401696382(NAD 83)
 DM1808
 DM1808_MARKER: DD = SURVEY DISK
 DM1808_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1808_STAMPING: 1401 AP RESET 2009
 DM1808_MARK LOGO: MNDT  
 DM1808_PROJECTION: FLUSH
 DM1808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1808+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1808_ROD/PIPE-DEPTH: 15.2 meters
 DM1808
 DM1808  HISTORY     - Date     Condition        Report By
 DM1808  HISTORY     - 20091001 MONUMENTED       MNDT
 DM1808  HISTORY     - 2009     GOOD             MNDT
 DM1808
 DM1808                          STATION DESCRIPTION
 DM1808
 DM1808'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1808'THE MARK IS 1.5 MILES NORTHWEST OF DILWORTH, 1.5 MILES NORTH ALONG
 DM1808'COUNTY ROAD 9 FROM JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 9 IN
 DM1808'DILWORTH, 61.5 FEET WEST OF COUNTY ROAD 9, 46 FEET NORTH OF FIELD
 DM1808'ENTRANCE, 34.7 FEET NORTHWEST OF NORTH END OF 24 INCH CULVERT, 6.8
 DM1808'FEET WEST-SOUTHWEST OF POLE, 2.9 FEET NORTH OF WITNESS POST.
 DM1808
 DM1808                          STATION RECOVERY (2009)
 DM1808
 DM1808'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1808'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4268 ***********************************************************************
 DM4268  DESIGNATION -  1401 AQ
 DM4268  PID         -  DM4268
 DM4268  STATE/COUNTY-  MN/CLAY
 DM4268  COUNTRY     -  US
 DM4268  USGS QUAD   -  DILWORTH (1976)
 DM4268
 DM4268                         *CURRENT SURVEY CONTROL
 DM4268  ______________________________________________________________________
 DM4268* NAD 83(1986) POSITION- 46 52 36.29   (N) 096 40 22.61   (W)   HD_HELD1  
 DM4268* NAVD 88 ORTHO HEIGHT -   277.897  (meters)     911.73  (feet) ADJUSTED  
 DM4268  ______________________________________________________________________
 DM4268  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 DM4268  DYNAMIC HEIGHT  -        277.922 (meters)      911.82  (feet) COMP
 DM4268  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 DM4268
 DM4268  VERT ORDER      -  SECOND    CLASS I
 DM4268
 DM4268.The horizontal coordinates were established by differentially corrected
 DM4268.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4268.
 DM4268.The orthometric height was determined by differential leveling and
 DM4268.adjusted in November 2011.
 DM4268
 DM4268.The dynamic height is computed by dividing the NAVD 88
 DM4268.geopotential number by the normal gravity value computed on the
 DM4268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4268.degrees latitude (g = 980.6199 gals.).
 DM4268
 DM4268.The modeled gravity was interpolated from observed gravity values.
 DM4268
 DM4268;                    North         East    Units  Estimated Accuracy
 DM4268;SPC MN C     -   311,423.4     615,331.9     MT  (+/- 3 meters HH1 GPS) 
 DM4268
 DM4268                          SUPERSEDED SURVEY CONTROL
 DM4268
 DM4268  NAVD 88 (04/18/11)  277.861  (m)          911.62   (f) SUPERSEDED  2 1
 DM4268
 DM4268.Superseded values are not recommended for survey control.
 DM4268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4268.See file dsdata.txt to determine how the superseded data were derived.
 DM4268
 DM4268_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7731894096(NAD 83)
 DM4268
 DM4268_MARKER: DD = SURVEY DISK
 DM4268_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4268_STAMPING: 1401 AQ 2000
 DM4268_MARK LOGO: MNDT  
 DM4268_PROJECTION: RECESSED 8 CENTIMETERS
 DM4268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4268+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 DM4268_ROD/PIPE-DEPTH: 15.2 meters
 DM4268
 DM4268  HISTORY     - Date     Condition        Report By
 DM4268  HISTORY     - 2000     MONUMENTED       MNDT
 DM4268  HISTORY     - 20091202 GOOD             MNDT
 DM4268
 DM4268                          STATION DESCRIPTION
 DM4268
 DM4268'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4268'THE MARK IS 1 MI (1.6 KM) WEST ALONG TH 10 FROM JCT OF TH 10 AND TH
 DM4268'336, AT TH 10 MP 4.9, 61.3 FT (18.7 M) SOUTH OF TH 10, 71.2 FT (21.7
 DM4268'M) WEST OF 60TH ST, 44.2 FT (13.5 M) WEST OF P-POLE.
 DM4268
 DM4268                          STATION RECOVERY (2009)
 DM4268
 DM4268'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DM4268'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7107 ***********************************************************************
 DG7107  DESIGNATION -  1401 AQ 1
 DG7107  PID         -  DG7107
 DG7107  STATE/COUNTY-  MN/CLAY
 DG7107  COUNTRY     -  US
 DG7107  USGS QUAD   -  DALE (1966)
 DG7107
 DG7107                         *CURRENT SURVEY CONTROL
 DG7107  ______________________________________________________________________
 DG7107* NAD 83(1986) POSITION- 46 52 38.70   (N) 096 10 30.14   (W)   HD_HELD1  
 DG7107* NAVD 88 ORTHO HEIGHT -   412.317  (meters)    1352.74  (feet) ADJUSTED  
 DG7107  ______________________________________________________________________
 DG7107  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DG7107  DYNAMIC HEIGHT  -        412.340 (meters)     1352.82  (feet) COMP
 DG7107  MODELED GRAVITY -    980,658.4   (mgal)                       NAVD 88
 DG7107
 DG7107  VERT ORDER      -  SECOND    CLASS I
 DG7107
 DG7107.The horizontal coordinates were established by differentially corrected
 DG7107.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7107.
 DG7107.The orthometric height was determined by differential leveling and
 DG7107.adjusted in December 2004.
 DG7107
 DG7107.Photographs are available for this station.
 DG7107
 DG7107.The dynamic height is computed by dividing the NAVD 88
 DG7107.geopotential number by the normal gravity value computed on the
 DG7107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7107.degrees latitude (g = 980.6199 gals.).
 DG7107
 DG7107.The modeled gravity was interpolated from observed gravity values.
 DG7107
 DG7107;                    North         East    Units  Estimated Accuracy
 DG7107;SPC MN C     -   310,456.2     653,274.0     MT  (+/- 3 meters HH1 GPS) 
 DG7107
 DG7107                          SUPERSEDED SURVEY CONTROL
 DG7107
 DG7107.No superseded survey control is available for this station.
 DG7107
 DG7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1525495416(NAD 83)
 DG7107
 DG7107_MARKER: DD = SURVEY DISK
 DG7107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7107_STAMPING: 1401 AQ 1 2000
 DG7107_MARK LOGO: MNDT  
 DG7107_PROJECTION: RECESSED 8 CENTIMETERS
 DG7107_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7107+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 DG7107_ROD/PIPE-DEPTH:  9.1 meters
 DG7107
 DG7107  HISTORY     - Date     Condition        Report By
 DG7107  HISTORY     - 2000     MONUMENTED       MNDT
 DG7107  HISTORY     - 20050414 GOOD             MNDT
 DG7107
 DG7107                          STATION DESCRIPTION
 DG7107
 DG7107'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7107'3.75 MI (6.03 KM) WEST OF LAKE PARK, 3.75 MI (6.03 KM) WEST ALONG TH
 DG7107'10 FROM JCT OF TH 10 AND CO RD 7 IN LAKE PARK, AT TH 10 MP 28.45, 63
 DG7107'FT (19.2 M) NORTH OF WB TH 10, 72 FT (21.9 M) WEST OF 300TH ST NORTH,
 DG7107'27.8 FT (8.5 M) SW OF P-POLE, 38.4 FT (11.7 M) WSW OF R/W POST, 1.5 FT
 DG7107'(0.5 M) SOUTH OF WIT POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE
 DG7107'FOR GPS.
 DG7107
 DG7107                          STATION RECOVERY (2005)
 DG7107
 DG7107'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0254 ***********************************************************************
 DI0254  DESIGNATION -  1401 AQ 2
 DI0254  PID         -  DI0254
 DI0254  STATE/COUNTY-  MN/CLAY
 DI0254  COUNTRY     -  US
 DI0254  USGS QUAD   -  LAKE PARK SW (1966)
 DI0254
 DI0254                         *CURRENT SURVEY CONTROL
 DI0254  ______________________________________________________________________
 DI0254* NAD 83(1986) POSITION- 46 51 42.0    (N) 096 11 12.6    (W)   HD_HELD2  
 DI0254* NAVD 88 ORTHO HEIGHT -   412.560  (meters)    1353.54  (feet) ADJUSTED  
 DI0254  ______________________________________________________________________
 DI0254  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DI0254  DYNAMIC HEIGHT  -        412.583 (meters)     1353.62  (feet) COMP
 DI0254  MODELED GRAVITY -    980,657.1   (mgal)                       NAVD 88
 DI0254
 DI0254  VERT ORDER      -  SECOND    CLASS I
 DI0254
 DI0254.The horizontal coordinates were established by autonomous hand held GPS
 DI0254.observations and have an estimated accuracy of +/- 10 meters.
 DI0254.
 DI0254.The orthometric height was determined by differential leveling and
 DI0254.adjusted in September 2006.
 DI0254
 DI0254.No vertical observational check was made to the station.
 DI0254
 DI0254.Photographs are available for this station.
 DI0254
 DI0254.The dynamic height is computed by dividing the NAVD 88
 DI0254.geopotential number by the normal gravity value computed on the
 DI0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0254.degrees latitude (g = 980.6199 gals.).
 DI0254
 DI0254.The modeled gravity was interpolated from observed gravity values.
 DI0254
 DI0254;                    North         East    Units  Estimated Accuracy
 DI0254;SPC MN C     -   308,728.      652,332.      MT  (+/- 10 meters HH2 GPS)
 DI0254
 DI0254                          SUPERSEDED SURVEY CONTROL
 DI0254
 DI0254.No superseded survey control is available for this station.
 DI0254
 DI0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1441893634(NAD 83)
 DI0254
 DI0254_MARKER: DD = SURVEY DISK
 DI0254_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0254_STAMPING: 1401 AQ 2
 DI0254_MARK LOGO: MNDT  
 DI0254_PROJECTION: FLUSH
 DI0254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0254+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI0254_ROD/PIPE-DEPTH:  6.1 meters
 DI0254
 DI0254  HISTORY     - Date     Condition        Report By
 DI0254  HISTORY     - 2005     MONUMENTED       MNDT
 DI0254
 DI0254                          STATION DESCRIPTION
 DI0254
 DI0254'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0254'4 MILES WEST OF LAKE PARK, 4 MILES WEST ALONG TRUNK HIGHWAY 10 FROM
 DI0254'JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 7 IN LAKE PARK, AT TRUNK
 DI0254'HIGHWAY 10 MILEPOINT 28.25, THENCE 1.25 MILES SOUTH ON COUNTY ROAD
 DI0254'118, 52.6 FEET WEST OF COUNTY ROAD 118 (297TH STREET SOUTH), 23.3 FEET
 DI0254'NORTH OF FIELD ENTRANCE, 1.1 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4269 ***********************************************************************
 DM4269  DESIGNATION -  1401 AR
 DM4269  PID         -  DM4269
 DM4269  STATE/COUNTY-  MN/CLAY
 DM4269  COUNTRY     -  US
 DM4269  USGS QUAD   -  DILWORTH (1976)
 DM4269
 DM4269                         *CURRENT SURVEY CONTROL
 DM4269  ______________________________________________________________________
 DM4269* NAD 83(1986) POSITION- 46 52 47.     (N) 096 39 11.     (W)   SCALED    
 DM4269* NAVD 88 ORTHO HEIGHT -   280.327  (meters)     919.71  (feet) ADJUSTED  
 DM4269  ______________________________________________________________________
 DM4269  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DM4269  DYNAMIC HEIGHT  -        280.352 (meters)      919.79  (feet) COMP
 DM4269  MODELED GRAVITY -    980,695.3   (mgal)                       NAVD 88
 DM4269
 DM4269  VERT ORDER      -  SECOND    CLASS I
 DM4269
 DM4269.The horizontal coordinates were scaled from a topographic map and have
 DM4269.an estimated accuracy of +/- 6 seconds.
 DM4269.
 DM4269.The orthometric height was determined by differential leveling and
 DM4269.adjusted in April 2011.
 DM4269
 DM4269.The dynamic height is computed by dividing the NAVD 88
 DM4269.geopotential number by the normal gravity value computed on the
 DM4269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4269.degrees latitude (g = 980.6199 gals.).
 DM4269
 DM4269.The modeled gravity was interpolated from observed gravity values.
 DM4269
 DM4269;                    North         East    Units  Estimated Accuracy
 DM4269;SPC MN C     -   311,710.      616,860.      MT  (+/- 180 meters Scaled)
 DM4269
 DM4269                          SUPERSEDED SURVEY CONTROL
 DM4269
 DM4269.No superseded survey control is available for this station.
 DM4269
 DM4269_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS788944(NAD 83)
 DM4269
 DM4269_MARKER: DD = SURVEY DISK
 DM4269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4269_STAMPING: 1401 AR 2000
 DM4269_MARK LOGO: MNDT  
 DM4269_PROJECTION: RECESSED 5 CENTIMETERS
 DM4269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4269+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DM4269_ROD/PIPE-DEPTH: 50.3 meters
 DM4269
 DM4269  HISTORY     - Date     Condition        Report By
 DM4269  HISTORY     - 2000     MONUMENTED       MNDT
 DM4269
 DM4269                          STATION DESCRIPTION
 DM4269
 DM4269'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4269'THE MARK IS 0.2 MI (0.3 KM) NORTH ALONG CO RD 11 FROM JCT OF TH 10 AND
 DM4269'TH 336, 65.0 FT (19.8 M) WEST OF CO RD 11, 25.0 FT (7.6 M) NORTH OF
 DM4269'ENT, 9.3 FT (2.8 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7108 ***********************************************************************
 DG7108  DESIGNATION -  1401 AR 1
 DG7108  PID         -  DG7108
 DG7108  STATE/COUNTY-  MN/CLAY
 DG7108  COUNTRY     -  US
 DG7108  USGS QUAD   -  DALE (1966)
 DG7108
 DG7108                         *CURRENT SURVEY CONTROL
 DG7108  ______________________________________________________________________
 DG7108* NAD 83(2007) POSITION- 46 52 37.67259(N) 096 11 47.82010(W)   ADJUSTED  
 DG7108* NAD 83(2007) ELLIP HT-   376.080 (meters)        (02/10/07)   ADJUSTED
 DG7108* NAD 83(2007) EPOCH   -  2002.00
 DG7108* NAVD 88 ORTHO HEIGHT -   402.791  (meters)    1321.49  (feet) ADJUSTED  
 DG7108  ______________________________________________________________________
 DG7108  NAD 83(2007) X  -   -471,476.620 (meters)                     COMP
 DG7108  NAD 83(2007) Y  - -4,342,404.248 (meters)                     COMP
 DG7108  NAD 83(2007) Z  -  4,632,712.980 (meters)                     COMP
 DG7108  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC09
 DG7108  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DG7108  DYNAMIC HEIGHT  -        402.814 (meters)     1321.57  (feet) COMP
 DG7108  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 DG7108
 DG7108  VERT ORDER      -  SECOND    CLASS I
 DG7108
 DG7108  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG7108  Type                                         Horiz  Ellip  Dist(km)
 DG7108  -------------------------------------------------------------------
 DG7108  NETWORK                                       0.63   0.78
 DG7108  -------------------------------------------------------------------
 DG7108  MEDIAN LOCAL ACCURACY AND DIST (026 points)   0.67   0.83     52.32
 DG7108  -------------------------------------------------------------------
 DG7108  NOTE: Click here for information on individual local accuracy
 DG7108  values and other accuracy information.
 DG7108
 DG7108
 DG7108.The horizontal coordinates were established by GPS observations
 DG7108.and adjusted by the National Geodetic Survey in February 2007.
 DG7108
 DG7108.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG7108.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG7108
 DG7108.The horizontal coordinates are valid at the epoch date displayed above
 DG7108.which is a decimal equivalence of Year/Month/Day.
 DG7108
 DG7108.The orthometric height was determined by differential leveling and
 DG7108.adjusted in December 2004.
 DG7108
 DG7108.Photographs are available for this station.
 DG7108
 DG7108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7108
 DG7108.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG7108
 DG7108.The ellipsoidal height was determined by GPS observations
 DG7108.and is referenced to NAD 83.
 DG7108
 DG7108.The dynamic height is computed by dividing the NAVD 88
 DG7108.geopotential number by the normal gravity value computed on the
 DG7108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7108.degrees latitude (g = 980.6199 gals.).
 DG7108
 DG7108.The modeled gravity was interpolated from observed gravity values.
 DG7108
 DG7108. The following values were computed from the NAD 83(2007) position.
 DG7108
 DG7108;                    North         East     Units Scale Factor Converg.
 DG7108;SPC MN C     -   310,464.638   651,628.926   MT  0.99996681   -1 24 29.4
 DG7108;SPC MN C     - 1,018,582.73  2,137,885.90   sFT  0.99996681   -1 24 29.4
 DG7108;UTM  14      - 5,195,326.052   713,611.440   MT  1.00016086   +2 02 48.9
 DG7108
 DG7108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7108!SPC MN C     -   0.99994105  x   0.99996681  =   0.99990786
 DG7108!UTM  14      -   0.99994105  x   1.00016086  =   1.00010190
 DG7108
 DG7108                          SUPERSEDED SURVEY CONTROL
 DG7108
 DG7108  NAD 83(1996)-  46 52 37.67240(N)    096 11 47.82005(W) AD(       ) B
 DG7108  ELLIP H (08/23/05)  376.081  (m)                       GP(       ) 4 2
 DG7108  NAD 83(1996)-  46 52 37.67217(N)    096 11 47.82004(W) AD(       ) B
 DG7108  ELLIP H (09/16/04)  376.096  (m)                       GP(       ) 4 1
 DG7108  NAVD 88 (08/23/05)  402.77   (m)  UNKNOWN model used   GPS OBS        
 DG7108  NAVD 88 (09/16/04)  402.78   (m)  GEOID03 model used   GPS OBS        
 DG7108
 DG7108.Superseded values are not recommended for survey control.
 DG7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG7108.See file dsdata.txt to determine how the superseded data were derived.
 DG7108
 DG7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1361195326(NAD 83)
 DG7108
 DG7108_MARKER: DD = SURVEY DISK
 DG7108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7108_STAMPING: 1401 AR 1 2000
 DG7108_MARK LOGO: MNDT  
 DG7108_PROJECTION: FLUSH
 DG7108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG7108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7108+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 DG7108_ROD/PIPE-DEPTH:  9.1 meters
 DG7108
 DG7108  HISTORY     - Date     Condition        Report By
 DG7108  HISTORY     - 2000     MONUMENTED       MNDT
 DG7108  HISTORY     - 20040810 GOOD             MNDT
 DG7108  HISTORY     - 20050414 GOOD             MNDT
 DG7108
 DG7108                          STATION DESCRIPTION
 DG7108
 DG7108'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG7108'4.75 MI (7.64 KM) WEST OF LAKE PARK, 4.75 MI (7.64 KM) WEST ALONG TH
 DG7108'10 FROM JCT OF TH 10 AND CO RD 7 IN LAKE PARK, AT TH 10 MP 27.45, 62.5
 DG7108'FT (19.1 M) SOUTH OF EB TH 10, 117 FT (35.7 M) WSW OF P-POLE, 85 FT
 DG7108'(25.9 M) ENE OF R/W POST, 2 FT (0.6 M) NORTH OF WIT POST, RECESSED 2
 DG7108'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DG7108
 DG7108                          STATION RECOVERY (2004)
 DG7108
 DG7108'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG7108'4.75 MILES WEST OF LAKE PARK, 4.75 MILES WEST ALONG TRUNK HIGHWAY 10
 DG7108'FROM JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY ROAD 7 IN LAKE PARK, AT
 DG7108'TRUNK HIGHWAY 10 MILEPOINT 27.45, 62.5 FEET SOUTH OF EASTBOUND TRUNK
 DG7108'HIGHWAY 10, 117 FEET WEST-SOUTHWEST OF POWER POLE, 85 FEET
 DG7108'EAST-NORTHEAST OF RIGHT OF WAY POST, 2 FEET NORTH OF WITNESS POST.
 DG7108
 DG7108                          STATION RECOVERY (2005)
 DG7108
 DG7108'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7108'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4270 ***********************************************************************
 DM4270  DESIGNATION -  1401 AS
 DM4270  PID         -  DM4270
 DM4270  STATE/COUNTY-  MN/CLAY
 DM4270  COUNTRY     -  US
 DM4270  USGS QUAD   -  DILWORTH (1976)
 DM4270
 DM4270                         *CURRENT SURVEY CONTROL
 DM4270  ______________________________________________________________________
 DM4270* NAD 83(1986) POSITION- 46 52 38.     (N) 096 37 57.     (W)   SCALED    
 DM4270* NAVD 88 ORTHO HEIGHT -   281.214  (meters)     922.62  (feet) ADJUSTED  
 DM4270  ______________________________________________________________________
 DM4270  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DM4270  DYNAMIC HEIGHT  -        281.238 (meters)      922.70  (feet) COMP
 DM4270  MODELED GRAVITY -    980,692.6   (mgal)                       NAVD 88
 DM4270
 DM4270  VERT ORDER      -  SECOND    CLASS I
 DM4270
 DM4270.The horizontal coordinates were scaled from a topographic map and have
 DM4270.an estimated accuracy of +/- 6 seconds.
 DM4270.
 DM4270.The orthometric height was determined by differential leveling and
 DM4270.adjusted in April 2011.
 DM4270
 DM4270.No vertical observational check was made to the station.
 DM4270
 DM4270.The dynamic height is computed by dividing the NAVD 88
 DM4270.geopotential number by the normal gravity value computed on the
 DM4270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4270.degrees latitude (g = 980.6199 gals.).
 DM4270
 DM4270.The modeled gravity was interpolated from observed gravity values.
 DM4270
 DM4270;                    North         East    Units  Estimated Accuracy
 DM4270;SPC MN C     -   311,380.      618,420.      MT  (+/- 180 meters Scaled)
 DM4270
 DM4270                          SUPERSEDED SURVEY CONTROL
 DM4270
 DM4270.No superseded survey control is available for this station.
 DM4270
 DM4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS803942(NAD 83)
 DM4270
 DM4270_MARKER: DD = SURVEY DISK
 DM4270_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4270_SP_SET: BRIDGE ABUTMENT
 DM4270_STAMPING: 1401 AS 2000
 DM4270_MARK LOGO: MNDT  
 DM4270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4270+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 DM4270
 DM4270  HISTORY     - Date     Condition        Report By
 DM4270  HISTORY     - 1993     MONUMENTED       MNDT
 DM4270  HISTORY     - 20000404 GOOD             MNDT
 DM4270
 DM4270                          STATION DESCRIPTION
 DM4270
 DM4270'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM4270'THE MARK IS IN ABUT AT SE COR OF EB TH 10 BRDG NO 14001 OVER BUFFALO
 DM4270'RIVER, 0.85 MI (1.37 KM) EAST ALONG TH 10 FROM JCT OF TH 10 AND TH
 DM4270'336, AT TH 10 MP 6.8.
 DM4270' 
 DM4270'THE DISK WAS SET IN BRDG WHEN REMODELED IN 1993 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4271 ***********************************************************************
 DM4271  DESIGNATION -  1401 AT
 DM4271  PID         -  DM4271
 DM4271  STATE/COUNTY-  MN/CLAY
 DM4271  COUNTRY     -  US
 DM4271  USGS QUAD   -  DILWORTH (1976)
 DM4271
 DM4271                         *CURRENT SURVEY CONTROL
 DM4271  ______________________________________________________________________
 DM4271* NAD 83(1986) POSITION- 46 52 38.     (N) 096 37 56.     (W)   SCALED    
 DM4271* NAVD 88 ORTHO HEIGHT -   281.101  (meters)     922.25  (feet) ADJUSTED  
 DM4271  ______________________________________________________________________
 DM4271  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DM4271  DYNAMIC HEIGHT  -        281.125 (meters)      922.32  (feet) COMP
 DM4271  MODELED GRAVITY -    980,692.6   (mgal)                       NAVD 88
 DM4271
 DM4271  VERT ORDER      -  SECOND    CLASS I
 DM4271
 DM4271.The horizontal coordinates were scaled from a topographic map and have
 DM4271.an estimated accuracy of +/- 6 seconds.
 DM4271.
 DM4271.The orthometric height was determined by differential leveling and
 DM4271.adjusted in April 2011.
 DM4271
 DM4271.No vertical observational check was made to the station.
 DM4271
 DM4271.The dynamic height is computed by dividing the NAVD 88
 DM4271.geopotential number by the normal gravity value computed on the
 DM4271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4271.degrees latitude (g = 980.6199 gals.).
 DM4271
 DM4271.The modeled gravity was interpolated from observed gravity values.
 DM4271
 DM4271;                    North         East    Units  Estimated Accuracy
 DM4271;SPC MN C     -   311,380.      618,440.      MT  (+/- 180 meters Scaled)
 DM4271
 DM4271                          SUPERSEDED SURVEY CONTROL
 DM4271
 DM4271.No superseded survey control is available for this station.
 DM4271
 DM4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS804942(NAD 83)
 DM4271
 DM4271_MARKER: DD = SURVEY DISK
 DM4271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4271_SP_SET: BRIDGE ABUTMENT
 DM4271_STAMPING: 1401 AT 2000
 DM4271_MARK LOGO: MNDT  
 DM4271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4271+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 DM4271
 DM4271  HISTORY     - Date     Condition        Report By
 DM4271  HISTORY     - 1984     MONUMENTED       MNDT
 DM4271  HISTORY     - 20000404 GOOD             MNDT
 DM4271
 DM4271                          STATION DESCRIPTION
 DM4271
 DM4271'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM4271'IN ABUT AT SE COR OF WB TH 10 BRDG NO 5854 OVER BUFFALO RIVER, 0.85 MI
 DM4271'(1.37 KM) EAST ALONG TH 10 FROM JCT OF TH 10 AND TH 336, AT TH 10 MP
 DM4271'6.8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7142 ***********************************************************************
 DG7142  DESIGNATION -  1401 AU
 DG7142  PID         -  DG7142
 DG7142  STATE/COUNTY-  MN/CLAY
 DG7142  COUNTRY     -  US
 DG7142  USGS QUAD   -  HAWLEY NW (1966)
 DG7142
 DG7142                         *CURRENT SURVEY CONTROL
 DG7142  ______________________________________________________________________
 DG7142* NAD 83(1986) POSITION- 46 52 35.7    (N) 096 27 46.7    (W)   HD_HELD2  
 DG7142* NAVD 88 ORTHO HEIGHT -   303.345  (meters)     995.22  (feet) ADJUSTED  
 DG7142  ______________________________________________________________________
 DG7142  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DG7142  DYNAMIC HEIGHT  -        303.367 (meters)      995.30  (feet) COMP
 DG7142  MODELED GRAVITY -    980,676.9   (mgal)                       NAVD 88
 DG7142
 DG7142  VERT ORDER      -  SECOND    CLASS I
 DG7142
 DG7142.The horizontal coordinates were established by autonomous hand held GPS
 DG7142.observations and have an estimated accuracy of +/- 10 meters.
 DG7142.
 DG7142.The orthometric height was determined by differential leveling and
 DG7142.adjusted in December 2004.
 DG7142
 DG7142.The dynamic height is computed by dividing the NAVD 88
 DG7142.geopotential number by the normal gravity value computed on the
 DG7142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7142.degrees latitude (g = 980.6199 gals.).
 DG7142
 DG7142.The modeled gravity was interpolated from observed gravity values.
 DG7142
 DG7142;                    North         East    Units  Estimated Accuracy
 DG7142;SPC MN C     -   310,937.      631,331.      MT  (+/- 10 meters HH2 GPS)
 DG7142
 DG7142                          SUPERSEDED SURVEY CONTROL
 DG7142
 DG7142.No superseded survey control is available for this station.
 DG7142
 DG7142_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9331894574(NAD 83)
 DG7142
 DG7142_MARKER: DD = SURVEY DISK
 DG7142_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7142_STAMPING: 1401 AU 2001
 DG7142_MARK LOGO: MNDT  
 DG7142_PROJECTION: RECESSED 3 CENTIMETERS
 DG7142_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7142+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2009
 DG7142_ROD/PIPE-DEPTH:  4.3 meters
 DG7142
 DG7142  HISTORY     - Date     Condition        Report By
 DG7142  HISTORY     - 2001     MONUMENTED       MNDT
 DG7142  HISTORY     - 20090108 GOOD             INDIV
 DG7142
 DG7142                          STATION DESCRIPTION
 DG7142
 DG7142'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7142'THE MARK IS 5.5 MI (8.9 KM) EAST OF GLYNDON, 2.0 MI (3.2 KM) EAST
 DG7142'ALONG TH 10 FROM JCT OF TH 10 AND TH 9 (3.5 MI EAST OF GLYNDON,) AT TH
 DG7142'10 MP 14.75, 76.0 FT (23.2 M) NORTH OF WB TH 10, 119.0 FT (36.3 M)
 DG7142'EAST OF TELEPHONE PEDESTAL, 35.5 FT (10.8 M) WEST OF DEMOLITION
 DG7142'LANDFILL ROAD, 2.7 FT (0.8 M) SSW OF FENCE COR POST, 1.7 FT (0.5 M)
 DG7142'SOUTH OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG7142
 DG7142                          STATION RECOVERY (2009)
 DG7142
 DG7142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (BH)
 DG7142'BRAD HERZBERG - INTERSTATE ENGINEERING, INC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7144 ***********************************************************************
 DG7144  DESIGNATION -  1401 AV
 DG7144  PID         -  DG7144
 DG7144  STATE/COUNTY-  MN/CLAY
 DG7144  COUNTRY     -  US
 DG7144  USGS QUAD   -  HAWLEY (1966)
 DG7144
 DG7144                         *CURRENT SURVEY CONTROL
 DG7144  ______________________________________________________________________
 DG7144* NAD 83(1986) POSITION- 46 52 37.42   (N) 096 21 54.51   (W)   HD_HELD1  
 DG7144* NAVD 88 ORTHO HEIGHT -   357.481  (meters)    1172.84  (feet) ADJUSTED  
 DG7144  ______________________________________________________________________
 DG7144  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DG7144  DYNAMIC HEIGHT  -        357.503 (meters)     1172.91  (feet) COMP
 DG7144  MODELED GRAVITY -    980,662.8   (mgal)                       NAVD 88
 DG7144
 DG7144  VERT ORDER      -  SECOND    CLASS I
 DG7144
 DG7144.The horizontal coordinates were established by differentially corrected
 DG7144.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7144.
 DG7144.The orthometric height was determined by differential leveling and
 DG7144.adjusted in December 2004.
 DG7144
 DG7144.The dynamic height is computed by dividing the NAVD 88
 DG7144.geopotential number by the normal gravity value computed on the
 DG7144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7144.degrees latitude (g = 980.6199 gals.).
 DG7144
 DG7144.The modeled gravity was interpolated from observed gravity values.
 DG7144
 DG7144;                    North         East    Units  Estimated Accuracy
 DG7144;SPC MN C     -   310,786.2     638,786.7     MT  (+/- 3 meters HH1 GPS) 
 DG7144
 DG7144                          SUPERSEDED SURVEY CONTROL
 DG7144
 DG7144.No superseded survey control is available for this station.
 DG7144
 DG7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0077194873(NAD 83)
 DG7144
 DG7144_MARKER: DD = SURVEY DISK
 DG7144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7144_STAMPING: 1401 AV 2001
 DG7144_MARK LOGO: MNDT  
 DG7144_PROJECTION: RECESSED 3 CENTIMETERS
 DG7144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7144+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DG7144_ROD/PIPE-DEPTH:  7.6 meters
 DG7144
 DG7144  HISTORY     - Date     Condition        Report By
 DG7144  HISTORY     - 2001     MONUMENTED       MNDT
 DG7144
 DG7144                          STATION DESCRIPTION
 DG7144
 DG7144'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7144'THE MARK IS 2.3 MI (3.7 KM) WEST OF HAWLEY, 2.05 MI (3.30 KM) WEST
 DG7144'ALONG TH 10 FROM JCT OF TH 10 AND CO RD 33 IN HAWLEY, AT TH 10 MP
 DG7144'19.45, 110.0 FT (33.5 M) NORTH OF WB TH 10, 46.3 FT (14.1 M) WEST OF
 DG7144'200TH ST, 1.2 FT (0.4 M) SOUTH OF P-POLE, 20.0 FT (6.1 M) NORTH OF
 DG7144'FIELD ENT, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7141 ***********************************************************************
 DG7141  DESIGNATION -  1401 AW
 DG7141  PID         -  DG7141
 DG7141  STATE/COUNTY-  MN/CLAY
 DG7141  COUNTRY     -  US
 DG7141  USGS QUAD   -  HAWLEY NW (1966)
 DG7141
 DG7141                         *CURRENT SURVEY CONTROL
 DG7141  ______________________________________________________________________
 DG7141* NAD 83(1986) POSITION- 46 52 38.0    (N) 096 29 37.2    (W)   HD_HELD2  
 DG7141* NAVD 88 ORTHO HEIGHT -   291.517  (meters)     956.42  (feet) ADJUSTED  
 DG7141  ______________________________________________________________________
 DG7141  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DG7141  DYNAMIC HEIGHT  -        291.540 (meters)      956.49  (feet) COMP
 DG7141  MODELED GRAVITY -    980,681.9   (mgal)                       NAVD 88
 DG7141
 DG7141  VERT ORDER      -  SECOND    CLASS I
 DG7141
 DG7141.The horizontal coordinates were established by autonomous hand held GPS
 DG7141.observations and have an estimated accuracy of +/- 10 meters.
 DG7141.
 DG7141.The orthometric height was determined by differential leveling and
 DG7141.adjusted in December 2004.
 DG7141
 DG7141.The dynamic height is computed by dividing the NAVD 88
 DG7141.geopotential number by the normal gravity value computed on the
 DG7141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7141.degrees latitude (g = 980.6199 gals.).
 DG7141
 DG7141.The modeled gravity was interpolated from observed gravity values.
 DG7141
 DG7141;                    North         East    Units  Estimated Accuracy
 DG7141;SPC MN C     -   311,074.      628,994.      MT  (+/- 10 meters HH2 GPS)
 DG7141
 DG7141                          SUPERSEDED SURVEY CONTROL
 DG7141
 DG7141.No superseded survey control is available for this station.
 DG7141
 DG7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9097794570(NAD 83)
 DG7141
 DG7141_MARKER: DV = VERTICAL CONTROL DISK
 DG7141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG7141_SP_SET: BRIDGE RAIL
 DG7141_STAMPING: 1401 AW 1997
 DG7141_MARK LOGO: MNDT  
 DG7141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7141+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DG7141
 DG7141  HISTORY     - Date     Condition        Report By
 DG7141  HISTORY     - 1997     MONUMENTED       MNDT
 DG7141  HISTORY     - 20010404 GOOD             MNDT
 DG7141  HISTORY     - 20060907 GOOD             GEOCAC
 DG7141
 DG7141                          STATION DESCRIPTION
 DG7141
 DG7141'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7141'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 DG7141'EAST OF GLYNDON, 0.50 MI (0.80 KM) EAST ALONG TH 10 FROM JCT OF TH 10
 DG7141'AND TH 9 (3.5 MI EAST OF GLYNDON,) AT TH 10 MP 13.4, 19.0 FT (5.8 M)
 DG7141'SOUTH OF WB TH 10, 1.5 MI (2.4 KM) WEST OF EAST END OF BRIDGE RAIL, IN
 DG7141'RAILING AT SE COR OF WB TH 10 BRIDG NO 14007 OVER BUFFALO RIVER, NOT
 DG7141'SUITABLE FOR GPS.
 DG7141
 DG7141                          STATION RECOVERY (2006)
 DG7141
 DG7141'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DG7141'HANDHELD COORDINATES ARE N46-52-38.10 W096-29-37.44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0299 ***********************************************************************
 RP0299  DESIGNATION -  1401 F
 RP0299  PID         -  RP0299
 RP0299  STATE/COUNTY-  MN/CLAY
 RP0299  COUNTRY     -  US
 RP0299  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0299
 RP0299                         *CURRENT SURVEY CONTROL
 RP0299  ______________________________________________________________________
 RP0299* NAD 83(1986) POSITION- 46 52 37.     (N) 096 34 03.     (W)   SCALED    
 RP0299* NAVD 88 ORTHO HEIGHT -   281.050  (meters)     922.08  (feet) ADJUSTED  
 RP0299  ______________________________________________________________________
 RP0299  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 RP0299  DYNAMIC HEIGHT  -        281.072 (meters)      922.15  (feet) COMP
 RP0299  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 RP0299
 RP0299  VERT ORDER      -  FIRST     CLASS II
 RP0299
 RP0299.The horizontal coordinates were scaled from a topographic map and have
 RP0299.an estimated accuracy of +/- 6 seconds.
 RP0299.
 RP0299.The orthometric height was determined by differential leveling and
 RP0299.adjusted in June 1991.
 RP0299
 RP0299.WARNING-Repeat measurements at this control monument indicate possible
 RP0299.vertical movement.
 RP0299
 RP0299.The dynamic height is computed by dividing the NAVD 88
 RP0299.geopotential number by the normal gravity value computed on the
 RP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0299.degrees latitude (g = 980.6199 gals.).
 RP0299
 RP0299.The modeled gravity was interpolated from observed gravity values.
 RP0299
 RP0299;                    North         East    Units  Estimated Accuracy
 RP0299;SPC MN C     -   311,210.      623,370.      MT  (+/- 180 meters Scaled)
 RP0299
 RP0299                          SUPERSEDED SURVEY CONTROL
 RP0299
 RP0299  NGVD 29 (??/??/92)  280.764  (m)          921.14   (f) ADJ UNCH    1 2
 RP0299
 RP0299.Superseded values are not recommended for survey control.
 RP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0299.See file dsdata.txt to determine how the superseded data were derived.
 RP0299
 RP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS853943(NAD 83)
 RP0299
 RP0299_MARKER: DD = SURVEY DISK
 RP0299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0299_SP_SET: BRIDGE ABUTMENT
 RP0299_STAMPING: 1401-F 1969
 RP0299_MARK LOGO: MNDT  
 RP0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0299
 RP0299  HISTORY     - Date     Condition        Report By
 RP0299  HISTORY     - 1969     MONUMENTED       MNDT
 RP0299  HISTORY     - 1982     GOOD             NGS
 RP0299  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 RP0299
 RP0299                          STATION DESCRIPTION
 RP0299
 RP0299'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0299'0.3 MI E FROM GLYNDON.
 RP0299'MARK IS LOCATED IN GLYNDON TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0299'HIGHWAY DEPARTMENT DISK STAMPED 1401-F 1969, SET IN THE SOUTHEAST
 RP0299'ABUTMENT CORNER OF BRIDGE 3713 T.H. 10 WESTBOUND STATION 539+93 OVER A
 RP0299'SMALL CREEK.  NE 1/4 SECTION 12, T 139N, R 47W.
 RP0299
 RP0299                          STATION RECOVERY (1982)
 RP0299
 RP0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0299'RECOVERED IN GOOD CONDITION.
 RP0299
 RP0299                          STATION RECOVERY (2006)
 RP0299
 RP0299'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0051 ***********************************************************************
 RP0051  DESIGNATION -  1401 H
 RP0051  PID         -  RP0051
 RP0051  STATE/COUNTY-  MN/CLAY
 RP0051  COUNTRY     -  US
 RP0051  USGS QUAD   -  HAWLEY NW (1966)
 RP0051
 RP0051                         *CURRENT SURVEY CONTROL
 RP0051  ______________________________________________________________________
 RP0051* NAD 83(1986) POSITION- 46 52 37.     (N) 096 29 37.     (W)   SCALED    
 RP0051* NAVD 88 ORTHO HEIGHT -   290.724  (meters)     953.82  (feet) ADJUSTED  
 RP0051  ______________________________________________________________________
 RP0051  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 RP0051  DYNAMIC HEIGHT  -        290.746 (meters)      953.89  (feet) COMP
 RP0051  MODELED GRAVITY -    980,681.8   (mgal)                       NAVD 88
 RP0051
 RP0051  VERT ORDER      -  SECOND    CLASS 0
 RP0051
 RP0051.The horizontal coordinates were scaled from a topographic map and have
 RP0051.an estimated accuracy of +/- 6 seconds.
 RP0051.
 RP0051.The orthometric height was determined by differential leveling and
 RP0051.adjusted in June 1991.
 RP0051
 RP0051.The dynamic height is computed by dividing the NAVD 88
 RP0051.geopotential number by the normal gravity value computed on the
 RP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0051.degrees latitude (g = 980.6199 gals.).
 RP0051
 RP0051.The modeled gravity was interpolated from observed gravity values.
 RP0051
 RP0051;                    North         East    Units  Estimated Accuracy
 RP0051;SPC MN C     -   311,040.      629,000.      MT  (+/- 180 meters Scaled)
 RP0051
 RP0051                          SUPERSEDED SURVEY CONTROL
 RP0051
 RP0051  NGVD 29 (??/??/92)  290.396  (m)          952.74   (f) ADJ UNCH    2 0
 RP0051
 RP0051.Superseded values are not recommended for survey control.
 RP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0051.See file dsdata.txt to determine how the superseded data were derived.
 RP0051
 RP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS909945(NAD 83)
 RP0051
 RP0051_MARKER: DD = SURVEY DISK
 RP0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0051_SP_SET: BRIDGE ABUTMENT
 RP0051_STAMPING: 1401-H 1969
 RP0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0051
 RP0051  HISTORY     - Date     Condition        Report By
 RP0051  HISTORY     - 1969     MONUMENTED       MNDT
 RP0051  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 RP0051
 RP0051                          STATION DESCRIPTION
 RP0051
 RP0051'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0051'3.5 MI E FROM GLYNDON.
 RP0051'MARK IS LOCATED IN RIVERTON TOWNSHIP.  MARK IS A STANDARD MINNESOTA
 RP0051'HIGHWAY DEPARTMENT DISK STAMPED 1401-H 1969, SET IN THE SOUTHEAST
 RP0051'ABUTMENT CORNER OF BRIDGE 3712, T.H. 10 WESTBOUND STATION 715+85, OVER
 RP0051'NORTH FORK OF THE BUFFALO RIVER.  N 1/4 SECTION 9, T 139N, R 46W.
 RP0051
 RP0051                          STATION RECOVERY (2006)
 RP0051
 RP0051'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7143 ***********************************************************************
 DG7143  DESIGNATION -  1401 J RESET
 DG7143  PID         -  DG7143
 DG7143  STATE/COUNTY-  MN/CLAY
 DG7143  COUNTRY     -  US
 DG7143  USGS QUAD   -  HAWLEY NW (1966)
 DG7143
 DG7143                         *CURRENT SURVEY CONTROL
 DG7143  ______________________________________________________________________
 DG7143* NAD 83(1986) POSITION- 46 52 34.43   (N) 096 25 22.08   (W)   HD_HELD1  
 DG7143* NAVD 88 ORTHO HEIGHT -   331.771  (meters)    1088.49  (feet) ADJUSTED  
 DG7143  ______________________________________________________________________
 DG7143  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DG7143  DYNAMIC HEIGHT  -        331.793 (meters)     1088.56  (feet) COMP
 DG7143  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DG7143
 DG7143  VERT ORDER      -  SECOND    CLASS I
 DG7143
 DG7143.The horizontal coordinates were established by differentially corrected
 DG7143.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7143.
 DG7143.The orthometric height was determined by differential leveling and
 DG7143.adjusted in December 2004.
 DG7143
 DG7143.The dynamic height is computed by dividing the NAVD 88
 DG7143.geopotential number by the normal gravity value computed on the
 DG7143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7143.degrees latitude (g = 980.6199 gals.).
 DG7143
 DG7143.The modeled gravity was interpolated from observed gravity values.
 DG7143
 DG7143;                    North         East    Units  Estimated Accuracy
 DG7143;SPC MN C     -   310,812.9     634,390.6     MT  (+/- 3 meters HH1 GPS) 
 DG7143
 DG7143                          SUPERSEDED SURVEY CONTROL
 DG7143
 DG7143.No superseded survey control is available for this station.
 DG7143
 DG7143_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9638094634(NAD 83)
 DG7143
 DG7143_MARKER: DV = VERTICAL CONTROL DISK
 DG7143_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7143_STAMPING: 1401 J RESET 1986
 DG7143_MARK LOGO: MNDT  
 DG7143_PROJECTION: RECESSED 10 CENTIMETERS
 DG7143_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7143+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 DG7143_ROD/PIPE-DEPTH:  6.1 meters
 DG7143
 DG7143  HISTORY     - Date     Condition        Report By
 DG7143  HISTORY     - 1986     MONUMENTED       MNDT
 DG7143  HISTORY     - 20010404 GOOD             MNDT
 DG7143
 DG7143                          STATION DESCRIPTION
 DG7143
 DG7143'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7143'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.75 MI (7.64
 DG7143'KM) WEST OF HAWLEY, 4.75 MI (7.64 KM) WEST ALONG TH 10 FROM JCT OF TH
 DG7143'10 AND CO RD 31 IN HAWLEY, AT TH 10 MP 16.7, 75 FT (22.9 M) NORTH OF
 DG7143'WB TH 10, 0.3 FT (9.1 CM) WEST OF WIT POST, RECESSED 4 INCHES,
 DG7143'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0032 ***********************************************************************
 RP0032  DESIGNATION -  1401 L
 RP0032  PID         -  RP0032
 RP0032  STATE/COUNTY-  MN/CLAY
 RP0032  COUNTRY     -  US
 RP0032  USGS QUAD   -  HAWLEY (1966)
 RP0032
 RP0032                         *CURRENT SURVEY CONTROL
 RP0032  ______________________________________________________________________
 RP0032* NAD 83(1986) POSITION- 46 52 36.41   (N) 096 20 38.20   (W)   HD_HELD1  
 RP0032* NAVD 88 ORTHO HEIGHT -   365.226  (meters)    1198.25  (feet) ADJUSTED  
 RP0032  ______________________________________________________________________
 RP0032  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 RP0032  DYNAMIC HEIGHT  -        365.247 (meters)     1198.31  (feet) COMP
 RP0032  MODELED GRAVITY -    980,662.0   (mgal)                       NAVD 88
 RP0032
 RP0032  VERT ORDER      -  SECOND    CLASS I
 RP0032
 RP0032.The horizontal coordinates were established by differentially corrected
 RP0032.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0032.
 RP0032.The orthometric height was determined by differential leveling and
 RP0032.adjusted in June 1991.
 RP0032
 RP0032.The dynamic height is computed by dividing the NAVD 88
 RP0032.geopotential number by the normal gravity value computed on the
 RP0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0032.degrees latitude (g = 980.6199 gals.).
 RP0032
 RP0032.The modeled gravity was interpolated from observed gravity values.
 RP0032
 RP0032;                    North         East    Units  Estimated Accuracy
 RP0032;SPC MN C     -   310,712.1     640,401.1     MT  (+/- 3 meters HH1 GPS) 
 RP0032
 RP0032                          SUPERSEDED SURVEY CONTROL
 RP0032
 RP0032  NGVD 29 (??/??/92)  364.858  (m)         1197.04   (f) ADJ UNCH    2 0
 RP0032
 RP0032.Superseded values are not recommended for survey control.
 RP0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0032.See file dsdata.txt to determine how the superseded data were derived.
 RP0032
 RP0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0238794896(NAD 83)
 RP0032
 RP0032_MARKER: DD = SURVEY DISK
 RP0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0032_SP_SET: MONUMENT
 RP0032_STAMPING: 1401 L 1965
 RP0032_MARK LOGO: MNHD  
 RP0032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0032+STABILITY: SURFACE MOTION
 RP0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0032+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 RP0032
 RP0032  HISTORY     - Date     Condition        Report By
 RP0032  HISTORY     - 1965     MONUMENTED       MNHD
 RP0032  HISTORY     - 1969     GOOD             MNDT
 RP0032  HISTORY     - 20000620 GOOD             MNDT
 RP0032  HISTORY     - 20010404 GOOD             MNDT
 RP0032
 RP0032                          STATION DESCRIPTION
 RP0032
 RP0032'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0032'1.0 MI W FROM HAWLEY.
 RP0032'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1401-L
 RP0032'1965, SET IN A PRE-CAST CONCRETE MONUMENT, 75 FEET SOUTH OF T.H. 10
 RP0032'EASTBOUND STATION 1090+50, 50 FEET WEST OF THE CENTERLINE OF A T-ROAD
 RP0032'SOUTH (GRAVEL) 5 FEET WEST OF A SINGLE TELEPHONE POLE, 1 FOOT NORTH OF
 RP0032'A STEEL WITNESS POST, PROJECTING 4 INCHES ABOVE GROUND.  NE 1/4
 RP0032'SECTION 10, T 139N, R 35W.  NOTE-- MARK IS LOCATED IN HAWLEY TOWNSHIP.
 RP0032
 RP0032                          STATION RECOVERY (2000)
 RP0032
 RP0032'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (KNB)
 RP0032'AT TRUNK HIGHWAY 10 MILE POST 20.4, MAGNETIC, FLUSH.
 RP0032
 RP0032                          STATION RECOVERY (2001)
 RP0032
 RP0032'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 RP0032'THE MARK WAS RECOVERED IN GOOD CONDITION. 15.2 FT (4.6 M) EAST OF
 RP0032'T-POLE.  FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8003 ***********************************************************************
 DF8003  DESIGNATION -  1401 M
 DF8003  PID         -  DF8003
 DF8003  STATE/COUNTY-  MN/CLAY
 DF8003  COUNTRY     -  US
 DF8003  USGS QUAD   -  FARGO SOUTH (1993)
 DF8003
 DF8003                         *CURRENT SURVEY CONTROL
 DF8003  ______________________________________________________________________
 DF8003* NAD 83(1986) POSITION- 46 52 29.1    (N) 096 45 16.3    (W)   HD_HELD2  
 DF8003* NAVD 88 ORTHO HEIGHT -   276.560  (meters)     907.35  (feet) ADJUSTED  
 DF8003  ______________________________________________________________________
 DF8003  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DF8003  DYNAMIC HEIGHT  -        276.584 (meters)      907.43  (feet) COMP
 DF8003  MODELED GRAVITY -    980,694.1   (mgal)                       NAVD 88
 DF8003
 DF8003  VERT ORDER      -  SECOND    CLASS I
 DF8003
 DF8003.The horizontal coordinates were established by autonomous hand held GPS
 DF8003.observations and have an estimated accuracy of +/- 10 meters.
 DF8003.
 DF8003.The orthometric height was determined by differential leveling and
 DF8003.adjusted in April 2004.
 DF8003
 DF8003.Photographs are available for this station.
 DF8003
 DF8003.The dynamic height is computed by dividing the NAVD 88
 DF8003.geopotential number by the normal gravity value computed on the
 DF8003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8003.degrees latitude (g = 980.6199 gals.).
 DF8003
 DF8003.The modeled gravity was interpolated from observed gravity values.
 DF8003
 DF8003;                    North         East    Units  Estimated Accuracy
 DF8003;SPC MN C     -   311,395.      609,109.      MT  (+/- 10 meters HH2 GPS)
 DF8003
 DF8003                          SUPERSEDED SURVEY CONTROL
 DF8003
 DF8003.No superseded survey control is available for this station.
 DF8003
 DF8003_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7110993693(NAD 83)
 DF8003
 DF8003_MARKER: DB = BENCH MARK DISK
 DF8003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF8003_SP_SET: BRIDGE ABUTMENT
 DF8003_STAMPING: 1401 M 1994
 DF8003_MARK LOGO: MNHD  
 DF8003_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8003+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DF8003
 DF8003  HISTORY     - Date     Condition        Report By
 DF8003  HISTORY     - 1994     MONUMENTED       MNDT
 DF8003  HISTORY     - 20030114 GOOD             MNDT
 DF8003  HISTORY     - 20091001 GOOD             MNDT
 DF8003
 DF8003                          STATION DESCRIPTION
 DF8003
 DF8003'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8003'IN MOORHEAD, IN ABUT AT SW COR OF RR BRDG NO 9477 OVER TH 10, 0.45 MI
 DF8003'(0.72 KM) WEST ALONG TH 10 FROM EAST JCT OF TH 10 AND TH 75 IN
 DF8003'MOORHEAD, AT TH 10 MP 0.95, 40.0 FT (12.2 M) NORTH OF TH 10, 10.8 FT
 DF8003'(3.3 M) SW OF SW RAIL OF RR TRACKS, 2.4 FT (0.7 M) SE OF RAIL MP 21.5,
 DF8003'2.0 FT (0.6 M) SW OF SW COR OF BRDG, 33.8 FT (10.3 M) SW OF WIT POST.
 DF8003
 DF8003                          STATION RECOVERY (2003)
 DF8003
 DF8003'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8003'RECOVERED AS DESCRIBED.
 DF8003
 DF8003                          STATION RECOVERY (2009)
 DF8003
 DF8003'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8003'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7113 ***********************************************************************
 DG7113  DESIGNATION -  1401 O
 DG7113  PID         -  DG7113
 DG7113  STATE/COUNTY-  MN/CLAY
 DG7113  COUNTRY     -  US
 DG7113  USGS QUAD   -  HAWLEY (1966)
 DG7113
 DG7113                         *CURRENT SURVEY CONTROL
 DG7113  ______________________________________________________________________
 DG7113* NAD 83(1986) POSITION- 46 52 37.56   (N) 096 17 41.82   (W)   HD_HELD1  
 DG7113* NAVD 88 ORTHO HEIGHT -   366.231  (meters)    1201.54  (feet) ADJUSTED  
 DG7113  ______________________________________________________________________
 DG7113  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DG7113  DYNAMIC HEIGHT  -        366.252 (meters)     1201.61  (feet) COMP
 DG7113  MODELED GRAVITY -    980,660.6   (mgal)                       NAVD 88
 DG7113
 DG7113  VERT ORDER      -  SECOND    CLASS I
 DG7113
 DG7113.The horizontal coordinates were established by differentially corrected
 DG7113.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7113.
 DG7113.The orthometric height was determined by differential leveling and
 DG7113.adjusted in December 2004.
 DG7113
 DG7113.The dynamic height is computed by dividing the NAVD 88
 DG7113.geopotential number by the normal gravity value computed on the
 DG7113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7113.degrees latitude (g = 980.6199 gals.).
 DG7113
 DG7113.The modeled gravity was interpolated from observed gravity values.
 DG7113
 DG7113;                    North         East    Units  Estimated Accuracy
 DG7113;SPC MN C     -   310,650.0     644,135.5     MT  (+/- 3 meters HH1 GPS) 
 DG7113
 DG7113                          SUPERSEDED SURVEY CONTROL
 DG7113
 DG7113.No superseded survey control is available for this station.
 DG7113
 DG7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0611995059(NAD 83)
 DG7113
 DG7113_MARKER: DB = BENCH MARK DISK
 DG7113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7113_STAMPING: 1401 O 1956
 DG7113_MARK LOGO: MNHD  
 DG7113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7113+STABILITY: SURFACE MOTION
 DG7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7113+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 DG7113
 DG7113  HISTORY     - Date     Condition        Report By
 DG7113  HISTORY     - 1956     MONUMENTED       MNHD
 DG7113  HISTORY     - 20000620 GOOD             MNDT
 DG7113
 DG7113                          STATION DESCRIPTION
 DG7113
 DG7113'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7113'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.4 MI (0.6 KM)
 DG7113'EAST OF EAST CITY LIMITS OF HAWLEY, 1.35 MI (2.17 KM) EAST ALONG TH 10
 DG7113'FROM JCT OF TH 10 AND CO RD 31 (ON WEST SIDE OF HAWLEY,) AT TH 10 STA
 DG7113'1219+85, AT TH 10 MP 22.8, 69 FT (21.0 M) SOUTH OF EB TH 10, 58 FT
 DG7113'(17.7 M) WEST OF RD, 1.4 FT (0.4 M) EAST OF EAST SIDE OF TEL BOX, 0.4
 DG7113'FT (12.2 CM) WEST OF WIT POST, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE
 DG7113'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7112 ***********************************************************************
 DG7112  DESIGNATION -  1401 P
 DG7112  PID         -  DG7112
 DG7112  STATE/COUNTY-  MN/CLAY
 DG7112  COUNTRY     -  US
 DG7112  USGS QUAD   -  HAWLEY (1966)
 DG7112
 DG7112                         *CURRENT SURVEY CONTROL
 DG7112  ______________________________________________________________________
 DG7112* NAD 83(1986) POSITION- 46 52 37.6    (N) 096 16 48.0    (W)   HD_HELD2  
 DG7112* NAVD 88 ORTHO HEIGHT -   377.292  (meters)    1237.83  (feet) ADJUSTED  
 DG7112  ______________________________________________________________________
 DG7112  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DG7112  DYNAMIC HEIGHT  -        377.314 (meters)     1237.90  (feet) COMP
 DG7112  MODELED GRAVITY -    980,660.0   (mgal)                       NAVD 88
 DG7112
 DG7112  VERT ORDER      -  SECOND    CLASS I
 DG7112
 DG7112.The horizontal coordinates were established by autonomous hand held GPS
 DG7112.observations and have an estimated accuracy of +/- 10 meters.
 DG7112.
 DG7112.The orthometric height was determined by differential leveling and
 DG7112.adjusted in December 2004.
 DG7112
 DG7112.The dynamic height is computed by dividing the NAVD 88
 DG7112.geopotential number by the normal gravity value computed on the
 DG7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7112.degrees latitude (g = 980.6199 gals.).
 DG7112
 DG7112.The modeled gravity was interpolated from observed gravity values.
 DG7112
 DG7112;                    North         East    Units  Estimated Accuracy
 DG7112;SPC MN C     -   310,622.      645,275.      MT  (+/- 10 meters HH2 GPS)
 DG7112
 DG7112                          SUPERSEDED SURVEY CONTROL
 DG7112
 DG7112.No superseded survey control is available for this station.
 DG7112
 DG7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0725895100(NAD 83)
 DG7112
 DG7112_MARKER: DB = BENCH MARK DISK
 DG7112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7112_STAMPING: 1401 P 1956
 DG7112_MARK LOGO: MNHD  
 DG7112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7112+STABILITY: SURFACE MOTION
 DG7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7112+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2000
 DG7112
 DG7112  HISTORY     - Date     Condition        Report By
 DG7112  HISTORY     - 1956     MONUMENTED       MNHD
 DG7112  HISTORY     - 20001220 GOOD             MNDT
 DG7112
 DG7112                          STATION DESCRIPTION
 DG7112
 DG7112'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7112'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DG7112'EAST ALONG TH 10 FROM JCT TH 10 AND CO RD 31 (ON WEST SIDE OF HAWLEY,)
 DG7112'1.1 MI (1.8 KM) EAST OF EAST CITY LIMITS OF HAWLEY, 1.0 MI (1.6 KM)
 DG7112'WEST OF JCT OF TH 32 AND TH 10, AT TH 10 MP 23.45, IN SE QUADRANT AT
 DG7112'JCT OF TH 10 AND 250TH ST, 69.5 FT (21.2 M) SOUTH OF EB TH 10, 53 FT
 DG7112'(16.2 M) EAST OF 25OTH ST SOUTH, 4.5 FT (1.4 M) EAST OF CABLE MARKER,
 DG7112'3.6 FT (1.1 M) EAST OF CABLE MARKER, 0.4 FT (12.2 CM) NW OF WIT POST,
 DG7112'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7110 ***********************************************************************
 DG7110  DESIGNATION -  1401 Q
 DG7110  PID         -  DG7110
 DG7110  STATE/COUNTY-  MN/CLAY
 DG7110  COUNTRY     -  US
 DG7110  USGS QUAD   -  DALE (1966)
 DG7110
 DG7110                         *CURRENT SURVEY CONTROL
 DG7110  ______________________________________________________________________
 DG7110* NAD 83(1986) POSITION- 46 52 37.1    (N) 096 14 40.9    (W)   HD_HELD2  
 DG7110* NAVD 88 ORTHO HEIGHT -   401.714  (meters)    1317.96  (feet) ADJUSTED  
 DG7110  ______________________________________________________________________
 DG7110  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DG7110  DYNAMIC HEIGHT  -        401.736 (meters)     1318.03  (feet) COMP
 DG7110  MODELED GRAVITY -    980,658.7   (mgal)                       NAVD 88
 DG7110
 DG7110  VERT ORDER      -  SECOND    CLASS I
 DG7110
 DG7110.The horizontal coordinates were established by autonomous hand held GPS
 DG7110.observations and have an estimated accuracy of +/- 10 meters.
 DG7110.
 DG7110.The orthometric height was determined by differential leveling and
 DG7110.adjusted in December 2004.
 DG7110
 DG7110.Photographs are available for this station.
 DG7110
 DG7110.The dynamic height is computed by dividing the NAVD 88
 DG7110.geopotential number by the normal gravity value computed on the
 DG7110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7110.degrees latitude (g = 980.6199 gals.).
 DG7110
 DG7110.The modeled gravity was interpolated from observed gravity values.
 DG7110
 DG7110;                    North         East    Units  Estimated Accuracy
 DG7110;SPC MN C     -   310,538.      647,965.      MT  (+/- 10 meters HH2 GPS)
 DG7110
 DG7110                          SUPERSEDED SURVEY CONTROL
 DG7110
 DG7110.No superseded survey control is available for this station.
 DG7110
 DG7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0994895178(NAD 83)
 DG7110
 DG7110_MARKER: DD = SURVEY DISK
 DG7110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7110_STAMPING: 1401 Q 1956
 DG7110_MARK LOGO: MNHD  
 DG7110_PROJECTION: PROJECTING 10 CENTIMETERS
 DG7110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7110+STABILITY: SURFACE MOTION
 DG7110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7110+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 DG7110
 DG7110  HISTORY     - Date     Condition        Report By
 DG7110  HISTORY     - 1956     MONUMENTED       MNHD
 DG7110  HISTORY     - 20000620 GOOD             MNDT
 DG7110  HISTORY     - 20050414 GOOD             MNDT
 DG7110  HISTORY     - 20050414 GOOD             MNDT
 DG7110
 DG7110                          STATION DESCRIPTION
 DG7110
 DG7110'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7110'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.2 MI (5.1 KM)
 DG7110'EAST OF HAWLEY, 3.7 MI (6.0 KM) EAST ALONG TH 10 FROM JCT OF TH 10 AND
 DG7110'CO RD 31 ON WEST SIDE OF HAWLEY, 0.7 MI (1.1 KM) EAST OF JCT OF TH 10
 DG7110'AND TH 32, AT TH 10 MP 25.15, 83 FT (25.3 M) SOUTH OF EB TH 10, 67 FT
 DG7110'(20.4 M) WEST OF ENT TO RADIO TWR, 113.5 FT (34.6 M) NE OF NW COR OF
 DG7110'RADIO TWR, 1.8 FT (0.5 M) EAST OF WIT POST, 1.8 FT (0.5 M) WEST OF WIT
 DG7110'POST, PROJECTING 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DG7110
 DG7110                          STATION RECOVERY (2005)
 DG7110
 DG7110'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7110'2.2 MILES EAST OF HAWLEY, 0.7 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 DG7110'10 AND TRUNK HIGHWAY 32, AT TRUNK HIGHWAY 10 MILEPOINT 25.15, 83 FEET
 DG7110'SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 67 FEET WEST OF ENTRANCE TO RADIO
 DG7110'TOWER, 113 FEET NORTH AND 11 FEET EAST OF NORTHWEST CORNER OF RADIO
 DG7110'TOWER, 1.5 FEET EAST OF WITNESS POST, 1.5 FEET WEST OF WITNESS POST
 DG7110
 DG7110                          STATION RECOVERY (2005)
 DG7110
 DG7110'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7110'2.2 MILES EAST OF HAWLEY, 0.7 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 DG7110'10 AND TRUNK HIGHWAY 32, AT TRUNK HIGHWAY 10 MILEPOINT 25.15, 83 FEET
 DG7110'SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 67 FEET WEST OF ENTRANCE TO RADIO
 DG7110'TOWER, 113 FEET NORTH AND 11 FEET EAST OF NORTHWEST CORNER OF RADIO
 DG7110'TOWER, 1.5 FEET EAST OF WITNESS POST, 1.5 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7109 ***********************************************************************
 DG7109  DESIGNATION -  1401 R
 DG7109  PID         -  DG7109
 DG7109  STATE/COUNTY-  MN/CLAY
 DG7109  COUNTRY     -  US
 DG7109  USGS QUAD   -  DALE (1966)
 DG7109
 DG7109                         *CURRENT SURVEY CONTROL
 DG7109  ______________________________________________________________________
 DG7109* NAD 83(1986) POSITION- 46 52 37.3    (N) 096 13 02.6    (W)   HD_HELD2  
 DG7109* NAVD 88 ORTHO HEIGHT -   395.636  (meters)    1298.02  (feet) ADJUSTED  
 DG7109  ______________________________________________________________________
 DG7109  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DG7109  DYNAMIC HEIGHT  -        395.658 (meters)     1298.09  (feet) COMP
 DG7109  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 DG7109
 DG7109  VERT ORDER      -  SECOND    CLASS I
 DG7109
 DG7109.The horizontal coordinates were established by autonomous hand held GPS
 DG7109.observations and have an estimated accuracy of +/- 10 meters.
 DG7109.
 DG7109.The orthometric height was determined by differential leveling and
 DG7109.adjusted in December 2004.
 DG7109
 DG7109.Photographs are available for this station.
 DG7109
 DG7109.The dynamic height is computed by dividing the NAVD 88
 DG7109.geopotential number by the normal gravity value computed on the
 DG7109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7109.degrees latitude (g = 980.6199 gals.).
 DG7109
 DG7109.The modeled gravity was interpolated from observed gravity values.
 DG7109
 DG7109;                    North         East    Units  Estimated Accuracy
 DG7109;SPC MN C     -   310,492.      650,046.      MT  (+/- 10 meters HH2 GPS)
 DG7109
 DG7109                          SUPERSEDED SURVEY CONTROL
 DG7109
 DG7109.No superseded survey control is available for this station.
 DG7109
 DG7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS1202995258(NAD 83)
 DG7109
 DG7109_MARKER: DD = SURVEY DISK
 DG7109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7109_STAMPING: 1401 R 1956
 DG7109_MARK LOGO: MNHD  
 DG7109_PROJECTION: FLUSH
 DG7109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7109+STABILITY: SURFACE MOTION
 DG7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7109+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 DG7109
 DG7109  HISTORY     - Date     Condition        Report By
 DG7109  HISTORY     - 1956     MONUMENTED       MNHD
 DG7109  HISTORY     - 20000620 GOOD             MNDT
 DG7109  HISTORY     - 20050414 GOOD             MNDT
 DG7109  HISTORY     - 20050414 GOOD             MNDT
 DG7109
 DG7109                          STATION DESCRIPTION
 DG7109
 DG7109'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7109'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5 MI (8.0 KM)
 DG7109'EAST ALONG TH 10 FROM JCT OF TH 10 AND CO RD 31 ON WEST SIDE OF
 DG7109'HAWLEY, 2.0 MI (3.2 KM) EAST OF JCT OF TH 10 AND TH 32, AT TH 10 MP
 DG7109'26.4, 67 FT (20.4 M) SOUTH OF EB TH 10, 56 FT (17.1 M) WEST OF CO RD
 DG7109'37, AT TH 10 STA 1414+13, 26.9 FT (8.2 M) ENE OF P-POLE, 23.9 FT (7.3
 DG7109'M) NNW OF P-POLE, 8.5 FT (2.6 M) NW OF CABLE MARKER POST, FLUSH,
 DG7109'MAGNETIC, AND SUITABLE FOR GPS.
 DG7109
 DG7109                          STATION RECOVERY (2005)
 DG7109
 DG7109'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7109'2.0 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 32,
 DG7109'65 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 57.5 FEET WEST OF COUNTY
 DG7109'ROAD 37 (280TH STREET SOUTH), AT TRUNK HIGHWAY 10 STATION 1414+13, AT
 DG7109'TRUNK HIGHWAY MILEPOINT 26.45, 2.3 FEET SOUTH OF WITNESS POST
 DG7109
 DG7109                          STATION RECOVERY (2005)
 DG7109
 DG7109'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7109'2.0 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 32,
 DG7109'65 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 10, 57.5 FEET WEST OF COUNTY
 DG7109'ROAD 37 (280TH STREET SOUTH), AT TRUNK HIGHWAY 10 STATION 1414+13, AT
 DG7109'TRUNK HIGHWAY MILEPOINT 26.45, 2.3 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0329 ***********************************************************************
 RP0329  DESIGNATION -  1401 U
 RP0329  PID         -  RP0329
 RP0329  STATE/COUNTY-  MN/CLAY
 RP0329  COUNTRY     -  US
 RP0329  USGS QUAD   -  DILWORTH (1976)
 RP0329
 RP0329                         *CURRENT SURVEY CONTROL
 RP0329  ______________________________________________________________________
 RP0329* NAD 83(1986) POSITION- 46 52 33.     (N) 096 40 04.     (W)   SCALED    
 RP0329* NAVD 88 ORTHO HEIGHT -   277.933  (meters)     911.85  (feet) ADJUSTED  
 RP0329  ______________________________________________________________________
 RP0329  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 RP0329  DYNAMIC HEIGHT  -        277.958 (meters)      911.93  (feet) COMP
 RP0329  MODELED GRAVITY -    980,695.2   (mgal)                       NAVD 88
 RP0329
 RP0329  VERT ORDER      -  SECOND    CLASS I
 RP0329
 RP0329.The horizontal coordinates were scaled from a topographic map and have
 RP0329.an estimated accuracy of +/- 6 seconds.
 RP0329.
 RP0329.The orthometric height was determined by differential leveling and
 RP0329.adjusted in April 2004.
 RP0329
 RP0329.The dynamic height is computed by dividing the NAVD 88
 RP0329.geopotential number by the normal gravity value computed on the
 RP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0329.degrees latitude (g = 980.6199 gals.).
 RP0329
 RP0329.The modeled gravity was interpolated from observed gravity values.
 RP0329
 RP0329;                    North         East    Units  Estimated Accuracy
 RP0329;SPC MN C     -   311,310.      615,720.      MT  (+/- 180 meters Scaled)
 RP0329
 RP0329                          SUPERSEDED SURVEY CONTROL
 RP0329
 RP0329  NAVD 88 (06/15/91)  277.924  (m)          911.82   (f) SUPERSEDED  1 2
 RP0329  NGVD 29 (??/??/92)  277.650  (m)          910.92   (f) ADJ UNCH    1 2
 RP0329
 RP0329.Superseded values are not recommended for survey control.
 RP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0329.See file dsdata.txt to determine how the superseded data were derived.
 RP0329
 RP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS777940(NAD 83)
 RP0329
 RP0329_MARKER: DB = BENCH MARK DISK
 RP0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0329_SP_SET: MONUMENT
 RP0329_STAMPING: 1401 U 1965
 RP0329_MARK LOGO: MNDT  
 RP0329_PROJECTION: FLUSH
 RP0329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0329+STABILITY: SURFACE MOTION
 RP0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0329+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 RP0329
 RP0329  HISTORY     - Date     Condition        Report By
 RP0329  HISTORY     - 1965     MONUMENTED       MNHD
 RP0329  HISTORY     - 1969     GOOD             MNDT
 RP0329  HISTORY     - 1982     GOOD             NGS
 RP0329  HISTORY     - 19940809 GOOD             MNDT
 RP0329  HISTORY     - 20000404 GOOD             MNDT
 RP0329
 RP0329                          STATION DESCRIPTION
 RP0329
 RP0329'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0329'1.4 MI E FROM DILWORTH.
 RP0329'MARK IS LOCATED 0.9 MILES WEST OF WATTS SIDING OF THE NORTHERN PACIFIC
 RP0329'RAILROAD.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK
 RP0329'STAMPED 1401-U 1965, SET IN A PRE-CAST CONCRETE MONUMENT, 98 FEET
 RP0329'SOUTH OF T.H. 10 EAST BOUND CENTERLINE (STATION 271+98), ON AN
 RP0329'EAST-WEST POWER LINE, 1 FOOT NORTH OF A STEEL WITNESS POST AND BURIED
 RP0329'ABOUT 5 INCHES.  NW 1/4 SECTION 7, T 139N, R 47W.
 RP0329
 RP0329                          STATION RECOVERY (1982)
 RP0329
 RP0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0329'RECOVERED IN GOOD CONDITION.
 RP0329
 RP0329                          STATION RECOVERY (1994)
 RP0329
 RP0329'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0329'1.4 MI (2.3 KM) EAST OF DILWORTH, 0.9 MI (1.4 KM) WEST ON TH 10 FROM
 RP0329'JCT OF TH 10 AND CO RD 11 IN (ABOUT 2 MI (3.2 KM) EAST OF DILWORTH),
 RP0329'AT TH 10 MP 4.9, 98.0 FT (29.9 M) SOUTH OF EB TH 10 ON LINE WITH AN
 RP0329'E-W POWERLINE, 3.2 FT (1.0 M) EAST OF FIBER OPTICS PEDESTAL, 1.0 FT
 RP0329'(0.3 M) NORTH OF A WITNESS POST.
 RP0329
 RP0329                          STATION RECOVERY (2000)
 RP0329
 RP0329'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0329'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8009 ***********************************************************************
 DF8009  DESIGNATION -  1401 V
 DF8009  PID         -  DF8009
 DF8009  STATE/COUNTY-  MN/CLAY
 DF8009  COUNTRY     -  US
 DF8009  USGS QUAD   -  DILWORTH (1976)
 DF8009
 DF8009                         *CURRENT SURVEY CONTROL
 DF8009  ______________________________________________________________________
 DF8009* NAD 83(1986) POSITION- 46 52 35.     (N) 096 39 20.     (W)   SCALED    
 DF8009* NAVD 88 ORTHO HEIGHT -   280.471  (meters)     920.18  (feet) ADJUSTED  
 DF8009  ______________________________________________________________________
 DF8009  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DF8009  DYNAMIC HEIGHT  -        280.495 (meters)      920.26  (feet) COMP
 DF8009  MODELED GRAVITY -    980,694.5   (mgal)                       NAVD 88
 DF8009
 DF8009  VERT ORDER      -  SECOND    CLASS I
 DF8009
 DF8009.The horizontal coordinates were scaled from a topographic map and have
 DF8009.an estimated accuracy of +/- 6 seconds.
 DF8009.
 DF8009.The orthometric height was determined by differential leveling and
 DF8009.adjusted in April 2004.
 DF8009
 DF8009.The dynamic height is computed by dividing the NAVD 88
 DF8009.geopotential number by the normal gravity value computed on the
 DF8009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8009.degrees latitude (g = 980.6199 gals.).
 DF8009
 DF8009.The modeled gravity was interpolated from observed gravity values.
 DF8009
 DF8009;                    North         East    Units  Estimated Accuracy
 DF8009;SPC MN C     -   311,340.      616,660.      MT  (+/- 180 meters Scaled)
 DF8009
 DF8009                          SUPERSEDED SURVEY CONTROL
 DF8009
 DF8009.No superseded survey control is available for this station.
 DF8009
 DF8009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS786940(NAD 83)
 DF8009
 DF8009_MARKER: DB = BENCH MARK DISK
 DF8009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8009_STAMPING: 1401 V 1965
 DF8009_MARK LOGO: MNHD  
 DF8009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8009+STABILITY: SURFACE MOTION
 DF8009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8009+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1994
 DF8009
 DF8009  HISTORY     - Date     Condition        Report By
 DF8009  HISTORY     - 1965     MONUMENTED       MNHD
 DF8009  HISTORY     - 19940809 GOOD             MNDT
 DF8009
 DF8009                          STATION DESCRIPTION
 DF8009
 DF8009'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8009'THE MARK WAS RECOVERED AND THE CONC MONUMENT HAS BEEN CHIPPED.  THE
 DF8009'MARK APPEARS IN GOOD CONDITION AND STABLE.  2 MI (3.2 KM) EAST OF
 DF8009'DILWORTH, 4.3 MI (6.9 KM) EAST ON TH 10 FROM THE EAST JCT OF TH 10 AND
 DF8009'TH 75 IN MOORHEAD, AT TH 10 MP 5.85, 98.0 FT (29.9 M) SOUTH OF EB TH
 DF8009'10, 61.7 FT (18.8 M) NNW OF NE COR OF METAL BLDG, 48.0 FT (14.6 M)
 DF8009'EAST OF FIBER OPTIC PEDESTAL, 6.6 FT (2.0 M) SE OF P-POLE NO 212 WITH
 DF8009'AN ATTACHED BRACE, 0.7 FT (21.3 CM) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0334 ***********************************************************************
 RP0334  DESIGNATION -  1401 W
 RP0334  PID         -  RP0334
 RP0334  STATE/COUNTY-  MN/CLAY
 RP0334  COUNTRY     -  US
 RP0334  USGS QUAD   -  DILWORTH (1976)
 RP0334
 RP0334                         *CURRENT SURVEY CONTROL
 RP0334  ______________________________________________________________________
 RP0334* NAD 83(1986) POSITION- 46 52 35.     (N) 096 38 00.     (W)   SCALED    
 RP0334* NAVD 88 ORTHO HEIGHT -   280.579  (meters)     920.53  (feet) ADJUSTED  
 RP0334  ______________________________________________________________________
 RP0334  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 RP0334  DYNAMIC HEIGHT  -        280.603 (meters)      920.61  (feet) COMP
 RP0334  MODELED GRAVITY -    980,692.5   (mgal)                       NAVD 88
 RP0334
 RP0334  VERT ORDER      -  FIRST     CLASS II
 RP0334
 RP0334.The horizontal coordinates were scaled from a topographic map and have
 RP0334.an estimated accuracy of +/- 6 seconds.
 RP0334.
 RP0334.The orthometric height was determined by differential leveling and
 RP0334.adjusted in June 1991.
 RP0334
 RP0334.The dynamic height is computed by dividing the NAVD 88
 RP0334.geopotential number by the normal gravity value computed on the
 RP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0334.degrees latitude (g = 980.6199 gals.).
 RP0334
 RP0334.The modeled gravity was interpolated from observed gravity values.
 RP0334
 RP0334;                    North         East    Units  Estimated Accuracy
 RP0334;SPC MN C     -   311,290.      618,350.      MT  (+/- 180 meters Scaled)
 RP0334
 RP0334                          SUPERSEDED SURVEY CONTROL
 RP0334
 RP0334  NGVD 29 (??/??/92)  280.300  (m)          919.62   (f) ADJ UNCH    1 2
 RP0334
 RP0334.Superseded values are not recommended for survey control.
 RP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0334.See file dsdata.txt to determine how the superseded data were derived.
 RP0334
 RP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS803941(NAD 83)
 RP0334
 RP0334_MARKER: DD = SURVEY DISK
 RP0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0334_SP_SET: BRIDGE
 RP0334_STAMPING: 1401-W 1965
 RP0334_MARK LOGO: MNDT  
 RP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0334
 RP0334  HISTORY     - Date     Condition        Report By
 RP0334  HISTORY     - 1965     MONUMENTED       MNDT
 RP0334  HISTORY     - 1969     GOOD             MNDT
 RP0334  HISTORY     - 1982     GOOD             NGS
 RP0334  HISTORY     - 20000404 MARK NOT FOUND   MNDT
 RP0334  HISTORY     - 20060907 MARK NOT FOUND   GEOCAC
 RP0334
 RP0334                          STATION DESCRIPTION
 RP0334
 RP0334'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0334'2.5 MI W FROM GLYNDON.
 RP0334'MARK IS LOCATED 1.0 MILES EAST OF COUNTY ROAD 11.  MARK IS A STANDARD
 RP0334'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1401-W 1965, SET IN THE
 RP0334'SOUTHEAST CORNER OF BRIDGE NO. 14001 T.H. 10 EASTBOUND OVER THE SOUTH
 RP0334'FORK OF THE BUFFALO RIVER.  NE 1/4 SECTION 8, T 139N, R 47W.
 RP0334
 RP0334                          STATION RECOVERY (1982)
 RP0334
 RP0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0334'RECOVERED IN GOOD CONDITION.
 RP0334
 RP0334                          STATION RECOVERY (2000)
 RP0334
 RP0334'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0334'NOT RECOVERED.
 RP0334
 RP0334                          STATION RECOVERY (2006)
 RP0334
 RP0334'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 RP0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0338 ***********************************************************************
 RP0338  DESIGNATION -  1401 X
 RP0338  PID         -  RP0338
 RP0338  STATE/COUNTY-  MN/CLAY
 RP0338  COUNTRY     -  US
 RP0338  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0338
 RP0338                         *CURRENT SURVEY CONTROL
 RP0338  ______________________________________________________________________
 RP0338* NAD 83(1986) POSITION- 46 52 35.     (N) 096 36 57.     (W)   SCALED    
 RP0338* NAVD 88 ORTHO HEIGHT -   278.254  (meters)     912.91  (feet) ADJUSTED  
 RP0338  ______________________________________________________________________
 RP0338  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 RP0338  DYNAMIC HEIGHT  -        278.278 (meters)      912.98  (feet) COMP
 RP0338  MODELED GRAVITY -    980,690.5   (mgal)                       NAVD 88
 RP0338
 RP0338  VERT ORDER      -  FIRST     CLASS II
 RP0338
 RP0338.The horizontal coordinates were scaled from a topographic map and have
 RP0338.an estimated accuracy of +/- 6 seconds.
 RP0338.
 RP0338.The orthometric height was determined by differential leveling and
 RP0338.adjusted in June 1991.
 RP0338
 RP0338.WARNING-Repeat measurements at this control monument indicate possible
 RP0338.vertical movement.
 RP0338
 RP0338.The dynamic height is computed by dividing the NAVD 88
 RP0338.geopotential number by the normal gravity value computed on the
 RP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0338.degrees latitude (g = 980.6199 gals.).
 RP0338
 RP0338.The modeled gravity was interpolated from observed gravity values.
 RP0338
 RP0338;                    North         East    Units  Estimated Accuracy
 RP0338;SPC MN C     -   311,250.      619,680.      MT  (+/- 180 meters Scaled)
 RP0338
 RP0338                          SUPERSEDED SURVEY CONTROL
 RP0338
 RP0338  NGVD 29 (??/??/92)  277.964  (m)          911.95   (f) ADJ UNCH    1 2
 RP0338
 RP0338.Superseded values are not recommended for survey control.
 RP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0338.See file dsdata.txt to determine how the superseded data were derived.
 RP0338
 RP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS816941(NAD 83)
 RP0338
 RP0338_MARKER: DB = BENCH MARK DISK
 RP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0338_STAMPING: 1401-X 1965
 RP0338_MARK LOGO: MNHD  
 RP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0338+STABILITY: SURFACE MOTION
 RP0338
 RP0338  HISTORY     - Date     Condition        Report By
 RP0338  HISTORY     - 1965     MONUMENTED       MNDT
 RP0338  HISTORY     - 1969     GOOD             MNDT
 RP0338  HISTORY     - 1982     GOOD             NGS
 RP0338  HISTORY     - 1982     GOOD             NGS
 RP0338
 RP0338                          STATION DESCRIPTION
 RP0338
 RP0338'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0338'1.7 MI W FROM GLYNDON.
 RP0338'MARK IS LOCATED 0.2 MILES WEST OF COUNTY ROAD 68.  MARK IS A STANDARD
 RP0338'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1401-X, SET IN A PRE-CAST
 RP0338'CONCRETE MONUMENT, 300 FEET SOUTH OF HANK PETERSON FARMS, 600 FEET
 RP0338'NORTH OF A STEEL RAILROAD BRIDGE, 75 FEET EAST OF A NORTH-SOUTH
 RP0338'DRAINAGE DITCH, 98 FEET SOUTH OF T.H. 10 EASTBOUND CENTERLINE STATION
 RP0338'412+00, 1 FOOT NORTH OF A STEEL WITNESS POST AND BURIED ABOUT 1 INCH
 RP0338'BELOW GROUND.  NE 1/4 SECTION 9, T 139N, R 47W.
 RP0338
 RP0338                          STATION RECOVERY (1982)
 RP0338
 RP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0338'RECOVERED IN GOOD CONDITION.
 RP0338
 RP0338                          STATION RECOVERY (1982)
 RP0338
 RP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0338'RECOVERED THIS DATE, NOTE, 0.30 METERS (1.0 FT) NORTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0339 ***********************************************************************
 RP0339  DESIGNATION -  1401 Y
 RP0339  PID         -  RP0339
 RP0339  STATE/COUNTY-  MN/CLAY
 RP0339  COUNTRY     -  US
 RP0339  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0339
 RP0339                         *CURRENT SURVEY CONTROL
 RP0339  ______________________________________________________________________
 RP0339* NAD 83(1986) POSITION- 46 52 35.     (N) 096 36 37.     (W)   SCALED    
 RP0339* NAVD 88 ORTHO HEIGHT -   279.411  (meters)     916.70  (feet) ADJUSTED  
 RP0339  ______________________________________________________________________
 RP0339  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 RP0339  DYNAMIC HEIGHT  -        279.434 (meters)      916.78  (feet) COMP
 RP0339  MODELED GRAVITY -    980,689.8   (mgal)                       NAVD 88
 RP0339
 RP0339  VERT ORDER      -  FIRST     CLASS II
 RP0339
 RP0339.The horizontal coordinates were scaled from a topographic map and have
 RP0339.an estimated accuracy of +/- 6 seconds.
 RP0339.
 RP0339.The orthometric height was determined by differential leveling and
 RP0339.adjusted in June 1991.
 RP0339
 RP0339.WARNING-Repeat measurements at this control monument indicate possible
 RP0339.vertical movement.
 RP0339
 RP0339.The dynamic height is computed by dividing the NAVD 88
 RP0339.geopotential number by the normal gravity value computed on the
 RP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0339.degrees latitude (g = 980.6199 gals.).
 RP0339
 RP0339.The modeled gravity was interpolated from observed gravity values.
 RP0339
 RP0339;                    North         East    Units  Estimated Accuracy
 RP0339;SPC MN C     -   311,240.      620,110.      MT  (+/- 180 meters Scaled)
 RP0339
 RP0339                          SUPERSEDED SURVEY CONTROL
 RP0339
 RP0339  NGVD 29 (??/??/92)  279.115  (m)          915.73   (f) ADJ UNCH    1 2
 RP0339
 RP0339.Superseded values are not recommended for survey control.
 RP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0339.See file dsdata.txt to determine how the superseded data were derived.
 RP0339
 RP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS820942(NAD 83)
 RP0339
 RP0339_MARKER: DD = SURVEY DISK
 RP0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RP0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RP0339_STAMPING: 1401-Y 1965
 RP0339_MARK LOGO: MNDT  
 RP0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0339+STABILITY: SURFACE MOTION
 RP0339
 RP0339  HISTORY     - Date     Condition        Report By
 RP0339  HISTORY     - 1965     MONUMENTED       MNDT
 RP0339  HISTORY     - 1969     GOOD             MNDT
 RP0339  HISTORY     - 1982     GOOD             NGS
 RP0339  HISTORY     - 1982     GOOD             NGS
 RP0339
 RP0339                          STATION DESCRIPTION
 RP0339
 RP0339'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0339'1.2 MI W FROM GLYNDON.
 RP0339'MARK IS LOCATED ON T.H. 10 R/W.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0339'DEPARTMENT DISK STAMPED 1401-Y 1965, SET IN A PRE-CAST CONCRETE
 RP0339'MONUMENT, 300 FEET EAST OF COUNTY ROAD 68, 60 FEET WEST OF A POWER
 RP0339'POLE AT AN EAST-WEST POWER LINE, 98 FEET SOUTH OF T.H. 10 EASTBOUND
 RP0339'CENTERLINE STATION 427+00, 1 FOOT NORTH OF A STEEL WITNESS POST AND
 RP0339'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 10, T 139N, R 47W.
 RP0339
 RP0339                          STATION RECOVERY (1982)
 RP0339
 RP0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0339'RECOVERED IN GOOD CONDITION.
 RP0339
 RP0339                          STATION RECOVERY (1982)
 RP0339
 RP0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RP0339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7111 ***********************************************************************
 DG7111  DESIGNATION -  1403 B RESET
 DG7111  PID         -  DG7111
 DG7111  STATE/COUNTY-  MN/CLAY
 DG7111  COUNTRY     -  US
 DG7111  USGS QUAD   -  HAWLEY (1966)
 DG7111
 DG7111                         *CURRENT SURVEY CONTROL
 DG7111  ______________________________________________________________________
 DG7111* NAD 83(1986) POSITION- 46 52 41.0    (N) 096 15 31.6    (W)   HD_HELD2  
 DG7111* NAVD 88 ORTHO HEIGHT -   389.168  (meters)    1276.80  (feet) ADJUSTED  
 DG7111  ______________________________________________________________________
 DG7111  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DG7111  DYNAMIC HEIGHT  -        389.191 (meters)     1276.87  (feet) COMP
 DG7111  MODELED GRAVITY -    980,659.3   (mgal)                       NAVD 88
 DG7111
 DG7111  VERT ORDER      -  SECOND    CLASS I
 DG7111
 DG7111.The horizontal coordinates were established by autonomous hand held GPS
 DG7111.observations and have an estimated accuracy of +/- 10 meters.
 DG7111.
 DG7111.The orthometric height was determined by differential leveling and
 DG7111.adjusted in December 2004.
 DG7111
 DG7111.The dynamic height is computed by dividing the NAVD 88
 DG7111.geopotential number by the normal gravity value computed on the
 DG7111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7111.degrees latitude (g = 980.6199 gals.).
 DG7111
 DG7111.The modeled gravity was interpolated from observed gravity values.
 DG7111
 DG7111;                    North         East    Units  Estimated Accuracy
 DG7111;SPC MN C     -   310,686.      646,895.      MT  (+/- 10 meters HH2 GPS)
 DG7111
 DG7111                          SUPERSEDED SURVEY CONTROL
 DG7111
 DG7111.No superseded survey control is available for this station.
 DG7111
 DG7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0887195261(NAD 83)
 DG7111
 DG7111_MARKER: DV = VERTICAL CONTROL DISK
 DG7111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7111_STAMPING: 1403 B 1984 RESET 1988
 DG7111_MARK LOGO: MNDT  
 DG7111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7111+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2000
 DG7111
 DG7111  HISTORY     - Date     Condition        Report By
 DG7111  HISTORY     - 1988     MONUMENTED       MNDT
 DG7111  HISTORY     - 20000620 GOOD             MNDT
 DG7111
 DG7111                          STATION DESCRIPTION
 DG7111
 DG7111'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7111'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3 MI (4.8 KM)
 DG7111'EAST ALONG TH 10 FROM THE JCT OF TH 10 AND CO RD 31 ON WEST SIDE OF
 DG7111'HAWLEY, AT TH 10 MP 34.45, 247 FT (75.3 M) NORTH OF WB TH 10, 113 FT
 DG7111'(34.4 M) EAST OF TH 32, 55.6 FT (16.9 M) SE OF P-POLE, 1 FT (0.3 M) NW
 DG7111'OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8463 ***********************************************************************
 DG8463  DESIGNATION -  1403 J
 DG8463  PID         -  DG8463
 DG8463  STATE/COUNTY-  MN/CLAY
 DG8463  COUNTRY     -  US
 DG8463  USGS QUAD   -  ULEN (1966)
 DG8463
 DG8463                         *CURRENT SURVEY CONTROL
 DG8463  ______________________________________________________________________
 DG8463* NAD 83(2007) POSITION- 47 03 40.80021(N) 096 15 28.97095(W)   ADJUSTED  
 DG8463* NAD 83(2007) ELLIP HT-   329.852 (meters)        (02/10/07)   ADJUSTED
 DG8463* NAD 83(2007) EPOCH   -  2002.00
 DG8463* NAVD 88 ORTHO HEIGHT -   356.54   (meters)    1169.7   (feet) LEVELING  
 DG8463  ______________________________________________________________________
 DG8463  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DG8463  NAD 83(2007) X  -   -474,496.894 (meters)                     COMP
 DG8463  NAD 83(2007) Y  - -4,326,984.265 (meters)                     COMP
 DG8463  NAD 83(2007) Z  -  4,646,653.818 (meters)                     COMP
 DG8463  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC09
 DG8463  VERT ORDER      -  THIRD ?
 DG8463
 DG8463  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8463  Type                                         Horiz  Ellip  Dist(km)
 DG8463  -------------------------------------------------------------------
 DG8463  NETWORK                                       0.41   0.47
 DG8463  -------------------------------------------------------------------
 DG8463  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.28   0.27      5.96
 DG8463  -------------------------------------------------------------------
 DG8463  NOTE: Click here for information on individual local accuracy
 DG8463  values and other accuracy information.
 DG8463
 DG8463
 DG8463.The horizontal coordinates were established by GPS observations
 DG8463.and adjusted by the National Geodetic Survey in February 2007.
 DG8463
 DG8463.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8463.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8463
 DG8463.The horizontal coordinates are valid at the epoch date displayed above
 DG8463.which is a decimal equivalence of Year/Month/Day.
 DG8463
 DG8463.The orthometric height was determined by differential leveling.
 DG8463.The vertical network tie was performed by a horz. field party for horz.
 DG8463.obs reductions. Reset procedures were used to establish the elevation.
 DG8463
 DG8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8463
 DG8463.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8463
 DG8463.The ellipsoidal height was determined by GPS observations
 DG8463.and is referenced to NAD 83.
 DG8463
 DG8463. The following values were computed from the NAD 83(2007) position.
 DG8463
 DG8463;                    North         East     Units Scale Factor Converg.
 DG8463;SPC MN C     -   331,052.410   647,466.762   MT  1.00000250   -1 27 09.4
 DG8463;SPC MN C     - 1,086,127.78  2,124,230.53   sFT  1.00000250   -1 27 09.4
 DG8463;UTM  14      - 5,215,628.610   708,214.222   MT  1.00013285   +2 00 29.0
 DG8463
 DG8463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8463!SPC MN C     -   0.99994830  x   1.00000250  =   0.99995080
 DG8463!UTM  14      -   0.99994830  x   1.00013285  =   1.00008114
 DG8463
 DG8463                          SUPERSEDED SURVEY CONTROL
 DG8463
 DG8463  NAD 83(1996)-  47 03 40.79943(N)    096 15 28.97048(W) AD(       ) 1
 DG8463  ELLIP H (11/24/04)  329.868  (m)                       GP(       ) 3 2
 DG8463
 DG8463.Superseded values are not recommended for survey control.
 DG8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8463.See file dsdata.txt to determine how the superseded data were derived.
 DG8463
 DG8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0821415628(NAD 83)
 DG8463
 DG8463_MARKER: DD = SURVEY DISK
 DG8463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8463_STAMPING: 1403 J 1984
 DG8463_MARK LOGO: MNDT  
 DG8463_PROJECTION: PROJECTING 5 CENTIMETERS
 DG8463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8463+SATELLITE: SATELLITE OBSERVATIONS - 1984
 DG8463_ROD/PIPE-DEPTH:  3.4 meters
 DG8463
 DG8463  HISTORY     - Date     Condition        Report By
 DG8463  HISTORY     - 1984     MONUMENTED       MNDT
 DG8463
 DG8463                          STATION DESCRIPTION
 DG8463
 DG8463'DESCRIBED BY MN DEPT OF TRANSP 1984
 DG8463'1.2 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN
 DG8463'ULEN, AT TRUNK HIGHWAY 32 MILEPOINT 28.5, 121 FEET EAST OF TRUNK
 DG8463'HIGHWAY 32, 28 FEET EAST OF EAST RAIL OF RAILROAD, 91 FEET NORTH OF
 DG8463'FIELD ENTRANCE EAST, 1075 FEET SOUTH OF EAST-WEST TOWNSHIP ROAD, 1.0
 DG8463'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8464 ***********************************************************************
 DG8464  DESIGNATION -  1403 L 1
 DG8464  PID         -  DG8464
 DG8464  STATE/COUNTY-  MN/CLAY
 DG8464  COUNTRY     -  US
 DG8464  USGS QUAD   -  TILDE LAKE (1966)
 DG8464
 DG8464                         *CURRENT SURVEY CONTROL
 DG8464  ______________________________________________________________________
 DG8464* NAD 83(2007) POSITION- 47 04 42.46876(N) 096 11 58.83486(W)   ADJUSTED  
 DG8464* NAD 83(2007) ELLIP HT-   329.326 (meters)        (02/10/07)   ADJUSTED
 DG8464* NAD 83(2007) EPOCH   -  2002.00
 DG8464* NAVD 88 ORTHO HEIGHT -   356.03   (meters)    1168.1   (feet) LEVELING  
 DG8464  ______________________________________________________________________
 DG8464  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DG8464  NAD 83(2007) X  -   -469,937.823 (meters)                     COMP
 DG8464  NAD 83(2007) Y  - -4,326,078.777 (meters)                     COMP
 DG8464  NAD 83(2007) Z  -  4,647,950.596 (meters)                     COMP
 DG8464  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 DG8464  VERT ORDER      -  THIRD ?
 DG8464
 DG8464  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8464  Type                                         Horiz  Ellip  Dist(km)
 DG8464  -------------------------------------------------------------------
 DG8464  NETWORK                                       0.41   0.49
 DG8464  -------------------------------------------------------------------
 DG8464  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.29   0.29      4.79
 DG8464  -------------------------------------------------------------------
 DG8464  NOTE: Click here for information on individual local accuracy
 DG8464  values and other accuracy information.
 DG8464
 DG8464
 DG8464.The horizontal coordinates were established by GPS observations
 DG8464.and adjusted by the National Geodetic Survey in February 2007.
 DG8464
 DG8464.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8464.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8464
 DG8464.The horizontal coordinates are valid at the epoch date displayed above
 DG8464.which is a decimal equivalence of Year/Month/Day.
 DG8464
 DG8464.The orthometric height was determined by differential leveling.
 DG8464.The vertical network tie was performed by a horz. field party for horz.
 DG8464.obs reductions. Reset procedures were used to establish the elevation.
 DG8464
 DG8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8464
 DG8464.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8464
 DG8464.The ellipsoidal height was determined by GPS observations
 DG8464.and is referenced to NAD 83.
 DG8464
 DG8464. The following values were computed from the NAD 83(2007) position.
 DG8464
 DG8464;                    North         East     Units Scale Factor Converg.
 DG8464;SPC MN N     -   169,029.653   564,661.949   MT  0.99998940   -2 17 51.1
 DG8464;SPC MN N     -   554,558.12  1,852,561.74   sFT  0.99998940   -2 17 51.1
 DG8464;UTM  14      - 5,217,689.141   712,578.301   MT  1.00015542   +2 03 05.1
 DG8464
 DG8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8464!SPC MN N     -   0.99994838  x   0.99998940  =   0.99993778
 DG8464!UTM  14      -   0.99994838  x   1.00015542  =   1.00010379
 DG8464
 DG8464:                Primary Azimuth Mark                     Grid Az
 DG8464:SPC MN N     -  1403 L 2                                 091 15 19.5
 DG8464:UTM  14      -  1403 L 2                                 086 54 23.3
 DG8464
 DG8464|---------------------------------------------------------------------|
 DG8464| PID    Reference Object                     Distance      Geod. Az  |
 DG8464|                                                           dddmmss.s |
 DG8464| DG8465 1403 L 2                            APPROX. 1.2 KM 0885728.4 |
 DG8464|---------------------------------------------------------------------|
 DG8464
 DG8464                          SUPERSEDED SURVEY CONTROL
 DG8464
 DG8464  NAD 83(1996)-  47 04 42.46801(N)    096 11 58.83476(W) AD(       ) 1
 DG8464  ELLIP H (11/24/04)  329.340  (m)                       GP(       ) 3 2
 DG8464
 DG8464.Superseded values are not recommended for survey control.
 DG8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8464.See file dsdata.txt to determine how the superseded data were derived.
 DG8464
 DG8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1257817689(NAD 83)
 DG8464
 DG8464_MARKER: DD = SURVEY DISK
 DG8464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8464_STAMPING: 1403 L 1 2004
 DG8464_MARK LOGO: MNDT  
 DG8464_PROJECTION: RECESSED 3 CENTIMETERS
 DG8464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8464+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8464_ROD/PIPE-DEPTH:  6.1 meters
 DG8464
 DG8464  HISTORY     - Date     Condition        Report By
 DG8464  HISTORY     - 2004     MONUMENTED       MNDT
 DG8464
 DG8464                          STATION DESCRIPTION
 DG8464
 DG8464'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8464'3.0 MILES EAST OF ULEN, 2.85 MILES EAST ALONG COUNTY ROAD 34 FROM
 DG8464'JUNCTION OF COUNTY ROAD 34 AND TRUNK HIGHWAY 32 IN ULEN, TO TRUNK
 DG8464'HIGHWAY 32 MILEPOINT 29.50, 67.3 FEET NORTH OF COUNTY ROAD 34, 28.5
 DG8464'FEET WEST OF FIELD ENTRANCE, 16.7 FEET EAST OF POWER POLE, 1.3 FEET
 DG8464'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8465 ***********************************************************************
 DG8465  DESIGNATION -  1403 L 2
 DG8465  PID         -  DG8465
 DG8465  STATE/COUNTY-  MN/BECKER
 DG8465  COUNTRY     -  US
 DG8465  USGS QUAD   -  TILDE LAKE (1966)
 DG8465
 DG8465                         *CURRENT SURVEY CONTROL
 DG8465  ______________________________________________________________________
 DG8465* NAD 83(2007) POSITION- 47 04 43.17720(N) 096 11 01.50296(W)   ADJUSTED  
 DG8465* NAD 83(2007) ELLIP HT-   329.386 (meters)        (02/10/07)   ADJUSTED
 DG8465* NAD 83(2007) EPOCH   -  2002.00
 DG8465* NAVD 88 ORTHO HEIGHT -   356.11   (meters)    1168.3   (feet) LEVELING  
 DG8465  ______________________________________________________________________
 DG8465  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DG8465  NAD 83(2007) X  -   -468,733.638 (meters)                     COMP
 DG8465  NAD 83(2007) Y  - -4,326,193.343 (meters)                     COMP
 DG8465  NAD 83(2007) Z  -  4,647,965.539 (meters)                     COMP
 DG8465  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DG8465  VERT ORDER      -  THIRD ?
 DG8465
 DG8465  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8465  Type                                         Horiz  Ellip  Dist(km)
 DG8465  -------------------------------------------------------------------
 DG8465  NETWORK                                       0.37   0.45
 DG8465  -------------------------------------------------------------------
 DG8465  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.27   0.27      5.90
 DG8465  -------------------------------------------------------------------
 DG8465  NOTE: Click here for information on individual local accuracy
 DG8465  values and other accuracy information.
 DG8465
 DG8465
 DG8465.The horizontal coordinates were established by GPS observations
 DG8465.and adjusted by the National Geodetic Survey in February 2007.
 DG8465
 DG8465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8465.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8465
 DG8465.The horizontal coordinates are valid at the epoch date displayed above
 DG8465.which is a decimal equivalence of Year/Month/Day.
 DG8465
 DG8465.The orthometric height was determined by differential leveling.
 DG8465.The vertical network tie was performed by a horz. field party for horz.
 DG8465.obs reductions. Reset procedures were used to establish the elevation.
 DG8465
 DG8465.Photographs are available for this station.
 DG8465
 DG8465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8465
 DG8465.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8465
 DG8465.The ellipsoidal height was determined by GPS observations
 DG8465.and is referenced to NAD 83.
 DG8465
 DG8465. The following values were computed from the NAD 83(2007) position.
 DG8465
 DG8465;                    North         East     Units Scale Factor Converg.
 DG8465;SPC MN N     -   169,003.152   565,871.299   MT  0.99998935   -2 17 08.7
 DG8465;SPC MN N     -   554,471.17  1,856,529.42   sFT  0.99998935   -2 17 08.7
 DG8465;UTM  14      - 5,217,754.432   713,786.383   MT  1.00016176   +2 03 47.1
 DG8465
 DG8465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8465!SPC MN N     -   0.99994837  x   0.99998935  =   0.99993772
 DG8465!UTM  14      -   0.99994837  x   1.00016176  =   1.00011012
 DG8465
 DG8465:                Primary Azimuth Mark                     Grid Az
 DG8465:SPC MN N     -  1403 L 1                                 271 15 19.0
 DG8465:UTM  14      -  1403 L 1                                 266 54 23.2
 DG8465
 DG8465|---------------------------------------------------------------------|
 DG8465| PID    Reference Object                     Distance      Geod. Az  |
 DG8465|                                                           dddmmss.s |
 DG8465| DG8464 1403 L 1                            APPROX. 1.2 KM 2685810.3 |
 DG8465|---------------------------------------------------------------------|
 DG8465
 DG8465                          SUPERSEDED SURVEY CONTROL
 DG8465
 DG8465  NAD 83(1996)-  47 04 43.17653(N)    096 11 01.50297(W) AD(       ) 1
 DG8465  ELLIP H (11/24/04)  329.399  (m)                       GP(       ) 3 2
 DG8465
 DG8465.Superseded values are not recommended for survey control.
 DG8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8465.See file dsdata.txt to determine how the superseded data were derived.
 DG8465
 DG8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT1378617754(NAD 83)
 DG8465
 DG8465_MARKER: DD = SURVEY DISK
 DG8465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8465_STAMPING: 1403 L 2 2004
 DG8465_MARK LOGO: MNDT  
 DG8465_PROJECTION: RECESSED 5 CENTIMETERS
 DG8465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8465+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8465_ROD/PIPE-DEPTH:  4.6 meters
 DG8465
 DG8465  HISTORY     - Date     Condition        Report By
 DG8465  HISTORY     - 2004     MONUMENTED       MNDT
 DG8465
 DG8465                          STATION DESCRIPTION
 DG8465
 DG8465'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8465'3.0 MILES EAST OF ULEN, 3.6 MILES EAST ALONG COUNTY ROAD 34 FROM
 DG8465'JUNCTION OF COUNTY ROAD 34 AND TRUNK HIGHWAY 32 IN ULEN, TO TRUNK
 DG8465'HIGHWAY 32 MILEPOINT 29.50, THEN 0.50 MILES EAST ON COUNTY ROAD 16,
 DG8465'49.5 FEET NORTH OF COUNTY ROAD 34, 12.2 FEET EAST OF FIELD ENTRANCE,
 DG8465'1.3 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8466 ***********************************************************************
 DG8466  DESIGNATION -  1403 Q
 DG8466  PID         -  DG8466
 DG8466  STATE/COUNTY-  MN/CLAY
 DG8466  COUNTRY     -  US
 DG8466  USGS QUAD   -  ULEN (1966)
 DG8466
 DG8466                         *CURRENT SURVEY CONTROL
 DG8466  ______________________________________________________________________
 DG8466* NAD 83(2007) POSITION- 47 07 20.70780(N) 096 15 33.72354(W)   ADJUSTED  
 DG8466* NAD 83(2007) ELLIP HT-   320.355 (meters)        (02/10/07)   ADJUSTED
 DG8466* NAD 83(2007) EPOCH   -  2002.00
 DG8466* NAVD 88 ORTHO HEIGHT -   346.99   (meters)    1138.4   (feet) LEVELING  
 DG8466  ______________________________________________________________________
 DG8466  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DG8466  NAD 83(2007) X  -   -474,053.541 (meters)                     COMP
 DG8466  NAD 83(2007) Y  - -4,322,022.239 (meters)                     COMP
 DG8466  NAD 83(2007) Z  -  4,651,270.599 (meters)                     COMP
 DG8466  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC09
 DG8466  VERT ORDER      -  THIRD ?
 DG8466
 DG8466  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8466  Type                                         Horiz  Ellip  Dist(km)
 DG8466  -------------------------------------------------------------------
 DG8466  NETWORK                                       0.58   0.65
 DG8466  -------------------------------------------------------------------
 DG8466  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.49      3.23
 DG8466  -------------------------------------------------------------------
 DG8466  NOTE: Click here for information on individual local accuracy
 DG8466  values and other accuracy information.
 DG8466
 DG8466
 DG8466.The horizontal coordinates were established by GPS observations
 DG8466.and adjusted by the National Geodetic Survey in February 2007.
 DG8466
 DG8466.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8466.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8466
 DG8466.The horizontal coordinates are valid at the epoch date displayed above
 DG8466.which is a decimal equivalence of Year/Month/Day.
 DG8466
 DG8466.The orthometric height was determined by differential leveling.
 DG8466.The vertical network tie was performed by a horz. field party for horz.
 DG8466.obs reductions. Reset procedures were used to establish the elevation.
 DG8466
 DG8466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8466
 DG8466.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8466
 DG8466.The ellipsoidal height was determined by GPS observations
 DG8466.and is referenced to NAD 83.
 DG8466
 DG8466. The following values were computed from the NAD 83(2007) position.
 DG8466
 DG8466;                    North         East     Units Scale Factor Converg.
 DG8466;SPC MN N     -   174,095.608   560,332.148   MT  0.99997965   -2 20 30.4
 DG8466;SPC MN N     -   571,178.67  1,838,356.39   sFT  0.99997965   -2 20 30.4
 DG8466;UTM  14      - 5,222,412.849   707,875.986   MT  1.00013112   +2 00 32.7
 DG8466
 DG8466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8466!SPC MN N     -   0.99994979  x   0.99997965  =   0.99992944
 DG8466!UTM  14      -   0.99994979  x   1.00013112  =   1.00008090
 DG8466
 DG8466:                Primary Azimuth Mark                     Grid Az
 DG8466:SPC MN N     -  1403 R                                   179 28 09.1
 DG8466:UTM  14      -  1403 R                                   175 07 06.0
 DG8466
 DG8466|---------------------------------------------------------------------|
 DG8466| PID    Reference Object                     Distance      Geod. Az  |
 DG8466|                                                           dddmmss.s |
 DG8466| DG8467 1403 R                              APPROX. 1.6 KM 1770738.7 |
 DG8466|---------------------------------------------------------------------|
 DG8466
 DG8466                          SUPERSEDED SURVEY CONTROL
 DG8466
 DG8466  NAD 83(1996)-  47 07 20.70706(N)    096 15 33.72333(W) AD(       ) 1
 DG8466  ELLIP H (11/24/04)  320.370  (m)                       GP(       ) 3 2
 DG8466
 DG8466.Superseded values are not recommended for survey control.
 DG8466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8466.See file dsdata.txt to determine how the superseded data were derived.
 DG8466
 DG8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0787522412(NAD 83)
 DG8466
 DG8466_MARKER: DD = SURVEY DISK
 DG8466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8466_STAMPING: 1403 Q 2004
 DG8466_MARK LOGO: MNDT  
 DG8466_PROJECTION: RECESSED 3 CENTIMETERS
 DG8466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8466+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8466_ROD/PIPE-DEPTH:  6.1 meters
 DG8466
 DG8466  HISTORY     - Date     Condition        Report By
 DG8466  HISTORY     - 2004     MONUMENTED       MNDT
 DG8466
 DG8466                          STATION DESCRIPTION
 DG8466
 DG8466'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8466'3.0 MILES NORTH OF ULEN, 3.0 MILES NORTH ALONG TRUNK HIGHWAY 32 FROM
 DG8466'JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK
 DG8466'HIGHWAY 32 MILEPOINT 32.50, 63.4 FEET WEST OF TRUNK HIGHWAY 32, 74.4
 DG8466'FEET NORTH OF 190 AVENUE NORTH, 16.5 FEET NORTH OF EAST POWER POLE,
 DG8466'1.2 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8467 ***********************************************************************
 DG8467  DESIGNATION -  1403 R
 DG8467  PID         -  DG8467
 DG8467  STATE/COUNTY-  MN/CLAY
 DG8467  COUNTRY     -  US
 DG8467  USGS QUAD   -  ULEN (1966)
 DG8467
 DG8467                         *CURRENT SURVEY CONTROL
 DG8467  ______________________________________________________________________
 DG8467* NAD 83(2007) POSITION- 47 06 28.46455(N) 096 15 29.88394(W)   ADJUSTED  
 DG8467* NAD 83(2007) ELLIP HT-   320.811 (meters)        (02/10/07)   ADJUSTED
 DG8467* NAD 83(2007) EPOCH   -  2002.00
 DG8467* NAVD 88 ORTHO HEIGHT -   347.44   (meters)    1139.9   (feet) LEVELING  
 DG8467  ______________________________________________________________________
 DG8467  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DG8467  NAD 83(2007) X  -   -474,101.993 (meters)                     COMP
 DG8467  NAD 83(2007) Y  - -4,323,206.521 (meters)                     COMP
 DG8467  NAD 83(2007) Z  -  4,650,172.953 (meters)                     COMP
 DG8467  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC09
 DG8467  VERT ORDER      -  THIRD ?
 DG8467
 DG8467  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8467  Type                                         Horiz  Ellip  Dist(km)
 DG8467  -------------------------------------------------------------------
 DG8467  NETWORK                                       0.56   0.63
 DG8467  -------------------------------------------------------------------
 DG8467  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.46   0.47      4.83
 DG8467  -------------------------------------------------------------------
 DG8467  NOTE: Click here for information on individual local accuracy
 DG8467  values and other accuracy information.
 DG8467
 DG8467
 DG8467.The horizontal coordinates were established by GPS observations
 DG8467.and adjusted by the National Geodetic Survey in February 2007.
 DG8467
 DG8467.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8467.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8467
 DG8467.The horizontal coordinates are valid at the epoch date displayed above
 DG8467.which is a decimal equivalence of Year/Month/Day.
 DG8467
 DG8467.The orthometric height was determined by differential leveling.
 DG8467.The vertical network tie was performed by a horz. field party for horz.
 DG8467.obs reductions. Reset procedures were used to establish the elevation.
 DG8467
 DG8467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8467
 DG8467.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8467
 DG8467.The ellipsoidal height was determined by GPS observations
 DG8467.and is referenced to NAD 83.
 DG8467
 DG8467. The following values were computed from the NAD 83(2007) position.
 DG8467
 DG8467;                    North         East     Units Scale Factor Converg.
 DG8467;SPC MN N     -   172,480.333   560,347.113   MT  0.99998281   -2 20 27.6
 DG8467;SPC MN N     -   565,879.23  1,838,405.49   sFT  0.99998281   -2 20 27.6
 DG8467;UTM  14      - 5,220,803.122   708,013.463   MT  1.00013182   +2 00 33.8
 DG8467
 DG8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8467!SPC MN N     -   0.99994972  x   0.99998281  =   0.99993253
 DG8467!UTM  14      -   0.99994972  x   1.00013182  =   1.00008153
 DG8467
 DG8467:                Primary Azimuth Mark                     Grid Az
 DG8467:SPC MN N     -  1403 Q                                   359 28 09.1
 DG8467:UTM  14      -  1403 Q                                   355 07 07.7
 DG8467
 DG8467|---------------------------------------------------------------------|
 DG8467| PID    Reference Object                     Distance      Geod. Az  |
 DG8467|                                                           dddmmss.s |
 DG8467| DG8466 1403 Q                              APPROX. 1.6 KM 3570741.5 |
 DG8467|---------------------------------------------------------------------|
 DG8467
 DG8467                          SUPERSEDED SURVEY CONTROL
 DG8467
 DG8467  NAD 83(1996)-  47 06 28.46381(N)    096 15 29.88371(W) AD(       ) 1
 DG8467  ELLIP H (11/24/04)  320.826  (m)                       GP(       ) 3 2
 DG8467
 DG8467.Superseded values are not recommended for survey control.
 DG8467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8467.See file dsdata.txt to determine how the superseded data were derived.
 DG8467
 DG8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0801320803(NAD 83)
 DG8467
 DG8467_MARKER: DD = SURVEY DISK
 DG8467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8467_STAMPING: 1403 R 2004
 DG8467_MARK LOGO: MNDT  
 DG8467_PROJECTION: RECESSED 3 CENTIMETERS
 DG8467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8467+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8467_ROD/PIPE-DEPTH:  7.6 meters
 DG8467
 DG8467  HISTORY     - Date     Condition        Report By
 DG8467  HISTORY     - 2004     MONUMENTED       MNDT
 DG8467
 DG8467                          STATION DESCRIPTION
 DG8467
 DG8467'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8467'2.0 MILES NORTH OF ULEN, 2.0 MILES NORTH  ALONG TRUNK HIGHWAY 32 FROM
 DG8467'JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK
 DG8467'HIGHWAY 32 MILEPOINT 31.50, 145.8 FEET EAST OF TRUNK HIGHWAY 32, 60.7
 DG8467'FEET EAST OF SNOWMOBILE TRAIL, 54.8 FEET NORTH OF COUNTY ROAD 42 (180
 DG8467'AVENUE NORTH), 1.5 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8468 ***********************************************************************
 DG8468  DESIGNATION -  1403 S
 DG8468  PID         -  DG8468
 DG8468  STATE/COUNTY-  MN/CLAY
 DG8468  COUNTRY     -  US
 DG8468  USGS QUAD   -  ULEN (1966)
 DG8468
 DG8468                         *CURRENT SURVEY CONTROL
 DG8468  ______________________________________________________________________
 DG8468* NAD 83(2007) POSITION- 47 05 36.20762(N) 096 15 30.12036(W)   ADJUSTED  
 DG8468* NAD 83(2007) ELLIP HT-   319.777 (meters)        (02/10/07)   ADJUSTED
 DG8468* NAD 83(2007) EPOCH   -  2002.00
 DG8468* NAVD 88 ORTHO HEIGHT -   346.42   (meters)    1136.5   (feet) LEVELING  
 DG8468  ______________________________________________________________________
 DG8468  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DG8468  NAD 83(2007) X  -   -474,235.748 (meters)                     COMP
 DG8468  NAD 83(2007) Y  - -4,324,380.455 (meters)                     COMP
 DG8468  NAD 83(2007) Z  -  4,649,073.631 (meters)                     COMP
 DG8468  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC09
 DG8468  VERT ORDER      -  THIRD ?
 DG8468
 DG8468  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8468  Type                                         Horiz  Ellip  Dist(km)
 DG8468  -------------------------------------------------------------------
 DG8468  NETWORK                                       0.45   0.51
 DG8468  -------------------------------------------------------------------
 DG8468  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.32   0.33      3.56
 DG8468  -------------------------------------------------------------------
 DG8468  NOTE: Click here for information on individual local accuracy
 DG8468  values and other accuracy information.
 DG8468
 DG8468
 DG8468.The horizontal coordinates were established by GPS observations
 DG8468.and adjusted by the National Geodetic Survey in February 2007.
 DG8468
 DG8468.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8468.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8468
 DG8468.The horizontal coordinates are valid at the epoch date displayed above
 DG8468.which is a decimal equivalence of Year/Month/Day.
 DG8468
 DG8468.The orthometric height was determined by differential leveling.
 DG8468.The vertical network tie was performed by a horz. field party for horz.
 DG8468.obs reductions. Reset procedures were used to establish the elevation.
 DG8468
 DG8468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8468
 DG8468.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8468
 DG8468.The ellipsoidal height was determined by GPS observations
 DG8468.and is referenced to NAD 83.
 DG8468
 DG8468. The following values were computed from the NAD 83(2007) position.
 DG8468
 DG8468;                    North         East     Units Scale Factor Converg.
 DG8468;SPC MN N     -   170,868.145   560,276.215   MT  0.99998602   -2 20 27.8
 DG8468;SPC MN N     -   560,589.91  1,838,172.88   sFT  0.99998602   -2 20 27.8
 DG8468;UTM  14      - 5,219,189.963   708,065.064   MT  1.00013209   +2 00 31.9
 DG8468
 DG8468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8468!SPC MN N     -   0.99994988  x   0.99998602  =   0.99993590
 DG8468!UTM  14      -   0.99994988  x   1.00013209  =   1.00008196
 DG8468
 DG8468:                Primary Azimuth Mark                     Grid Az
 DG8468:SPC MN N     -  1403 R                                   002 31 04.9
 DG8468:UTM  14      -  1403 R                                   358 10 05.2
 DG8468
 DG8468|---------------------------------------------------------------------|
 DG8468| PID    Reference Object                     Distance      Geod. Az  |
 DG8468|                                                           dddmmss.s |
 DG8468| DG8467 1403 R                              APPROX. 1.6 KM 0001037.1 |
 DG8468|---------------------------------------------------------------------|
 DG8468
 DG8468                          SUPERSEDED SURVEY CONTROL
 DG8468
 DG8468  NAD 83(1996)-  47 05 36.20686(N)    096 15 30.12004(W) AD(       ) 1
 DG8468  ELLIP H (11/24/04)  319.793  (m)                       GP(       ) 3 2
 DG8468
 DG8468.Superseded values are not recommended for survey control.
 DG8468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8468.See file dsdata.txt to determine how the superseded data were derived.
 DG8468
 DG8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0806519189(NAD 83)
 DG8468
 DG8468_MARKER: DD = SURVEY DISK
 DG8468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8468_STAMPING: 1403 S 2004
 DG8468_MARK LOGO: MNDT  
 DG8468_PROJECTION: RECESSED 3 CENTIMETERS
 DG8468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8468+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8468_ROD/PIPE-DEPTH: 12.2 meters
 DG8468
 DG8468  HISTORY     - Date     Condition        Report By
 DG8468  HISTORY     - 2004     MONUMENTED       MNDT
 DG8468
 DG8468                          STATION DESCRIPTION
 DG8468
 DG8468'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8468'1.0 MILES NORTH OF ULEN, 1.0 MILES NORTH ALONG TRUNK HIGHWAY 32 FROM
 DG8468'JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 34 IN ULEN, AT TRUNK
 DG8468'HIGHWAY 32 MILEPOINT 30.50, 67.7 FEET EAST OF TRUNK HIGHWAY 32, 17.1
 DG8468'FEET WEST OF SNOWMOBILE TRAIL, 50.2 FEET NORTH OF 170 AVENUE NORTH,
 DG8468'1.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0089 ***********************************************************************
 RP0089  DESIGNATION -  1404 A
 RP0089  PID         -  RP0089
 RP0089  STATE/COUNTY-  MN/CLAY
 RP0089  COUNTRY     -  US
 RP0089  USGS QUAD   -  BARNESVILLE (1981)
 RP0089
 RP0089                         *CURRENT SURVEY CONTROL
 RP0089  ______________________________________________________________________
 RP0089* NAD 83(1986) POSITION- 46 39 34.9    (N) 096 25 12.8    (W)   HD_HELD2  
 RP0089* NAVD 88 ORTHO HEIGHT -   309.752  (meters)    1016.24  (feet) ADJUSTED  
 RP0089  ______________________________________________________________________
 RP0089  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 RP0089  DYNAMIC HEIGHT  -        309.777 (meters)     1016.33  (feet) COMP
 RP0089  MODELED GRAVITY -    980,686.4   (mgal)                       NAVD 88
 RP0089
 RP0089  VERT ORDER      -  SECOND    CLASS I
 RP0089
 RP0089.The horizontal coordinates were established by autonomous hand held GPS
 RP0089.observations and have an estimated accuracy of +/- 10 meters.
 RP0089.
 RP0089.The orthometric height was determined by differential leveling and
 RP0089.adjusted in June 1991.
 RP0089
 RP0089.Photographs are available for this station.
 RP0089
 RP0089.The dynamic height is computed by dividing the NAVD 88
 RP0089.geopotential number by the normal gravity value computed on the
 RP0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0089.degrees latitude (g = 980.6199 gals.).
 RP0089
 RP0089.The modeled gravity was interpolated from observed gravity values.
 RP0089
 RP0089;                    North         East    Units  Estimated Accuracy
 RP0089;SPC MN C     -   286,746.      633,928.      MT  (+/- 10 meters HH2 GPS)
 RP0089
 RP0089                          SUPERSEDED SURVEY CONTROL
 RP0089
 RP0089  NGVD 29 (??/??/92)  309.489  (m)         1015.38   (f) ADJ UNCH    2 0
 RP0089
 RP0089.Superseded values are not recommended for survey control.
 RP0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0089.See file dsdata.txt to determine how the superseded data were derived.
 RP0089
 RP0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9736770580(NAD 83)
 RP0089
 RP0089_MARKER: DB = BENCH MARK DISK
 RP0089_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0089_SP_SET: MONUMENT
 RP0089_STAMPING: 1404 A 1968
 RP0089_MARK LOGO: MNHD  
 RP0089_PROJECTION: RECESSED 15 CENTIMETERS
 RP0089_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RP0089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0089+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 RP0089
 RP0089  HISTORY     - Date     Condition        Report By
 RP0089  HISTORY     - 1968     MONUMENTED       MNHD
 RP0089  HISTORY     - 1978     MARK NOT FOUND   USGS
 RP0089  HISTORY     - 20050607 GOOD             MNDT
 RP0089
 RP0089                          STATION DESCRIPTION
 RP0089
 RP0089'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0089'IN BARNESVILLE.
 RP0089'MARK IS LOCATED AT THE JUNCTION OF T.H. 9 AND T.H. 34 IN THE NORTH END
 RP0089'OF BARNESVILLE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0089'STAMPED 1404 A 1968, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 33
 RP0089'FEET WEST OF THE CENTERLINE OF T.H. 9 (C/L OF T.H. 34 ALSO), 6.5 FEET
 RP0089'NORTHEAST OF A FIRE HYDRANT, 35 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 RP0089'OF THE DAIRY QUEEN BUILDING, 38 FEET NORTH OF THE CENTERLINE OF COUNTY
 RP0089'ROAD NO. 2 AND PROJECTING 3 INCHES ABOVE GROUND.  SE CORNER SECTION
 RP0089'24, T137N, R46W.
 RP0089
 RP0089                          STATION RECOVERY (1978)
 RP0089
 RP0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RP0089'MARK NOT FOUND.
 RP0089
 RP0089                          STATION RECOVERY (2005)
 RP0089
 RP0089'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RP0089'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF BAKER,
 RP0089'7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF DOWNER AND IS IN NORTH PART OF
 RP0089'BARNESVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 9
 RP0089'AND COUNTY ROAD 2, 33.0 FT (10.1 M) WEST OF TRUNK HIGHWAY 9, 38.0 FT
 RP0089'(11.6 M) NORTH OF COUNTY ROAD 2, 35.0 FT (10.7 M) SOUTHEAST OF
 RP0089'BUILDING, 6.5 FT (2.0 M) NORTHEAST OF FIRE HYDRANT, 1.5 FT (0.5 M)
 RP0089'WEST OF SOUTH LEG OF ROAD SIGN AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7699 ***********************************************************************
 DK7699  DESIGNATION -  1404 B RESET
 DK7699  PID         -  DK7699
 DK7699  STATE/COUNTY-  MN/CLAY
 DK7699  COUNTRY     -  US
 DK7699  USGS QUAD   -  BARNESVILLE (1981)
 DK7699
 DK7699                         *CURRENT SURVEY CONTROL
 DK7699  ______________________________________________________________________
 DK7699* NAD 83(1986) POSITION- 46 39 35.7    (N) 096 24 35.6    (W)   HD_HELD2  
 DK7699* NAVD 88 ORTHO HEIGHT -   313.539  (meters)    1028.67  (feet) ADJUSTED  
 DK7699  ______________________________________________________________________
 DK7699  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DK7699  DYNAMIC HEIGHT  -        313.564 (meters)     1028.75  (feet) COMP
 DK7699  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DK7699
 DK7699  VERT ORDER      -  SECOND    CLASS I
 DK7699
 DK7699.The horizontal coordinates were established by autonomous hand held GPS
 DK7699.observations and have an estimated accuracy of +/- 10 meters.
 DK7699.
 DK7699.The orthometric height was determined by differential leveling and
 DK7699.adjusted in April 2009.
 DK7699
 DK7699.Photographs are available for this station.
 DK7699
 DK7699.The dynamic height is computed by dividing the NAVD 88
 DK7699.geopotential number by the normal gravity value computed on the
 DK7699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7699.degrees latitude (g = 980.6199 gals.).
 DK7699
 DK7699.The modeled gravity was interpolated from observed gravity values.
 DK7699
 DK7699;                    North         East    Units  Estimated Accuracy
 DK7699;SPC MN C     -   286,749.      634,719.      MT  (+/- 10 meters HH2 GPS)
 DK7699
 DK7699                          SUPERSEDED SURVEY CONTROL
 DK7699
 DK7699.No superseded survey control is available for this station.
 DK7699
 DK7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9815670631(NAD 83)
 DK7699
 DK7699_MARKER: DB = BENCH MARK DISK
 DK7699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7699_SP_SET: BOX CULVERT HEADWALL
 DK7699_STAMPING: 1404 B RESET 19
 DK7699_MARK LOGO: MNHD  
 DK7699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7699+STABILITY: SURFACE MOTION
 DK7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7699+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DK7699
 DK7699  HISTORY     - Date     Condition        Report By
 DK7699  HISTORY     - 1970     MONUMENTED       MNHD
 DK7699  HISTORY     - 20100525 GOOD             MNDT
 DK7699
 DK7699                          STATION DESCRIPTION
 DK7699
 DK7699'DESCRIBED BY MN HIGHWAY DEPT 1970 (MPP)
 DK7699'THE MARK IS 0.5 MI (0.8 KM) EAST OF BARNESVILLE, 0.8 MI (1.3 KM) (1.3
 DK7699'KM) WEST ALONG TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34
 DK7699'AND INTERSTATE HIGHWAY 94 NEAR BARNESVILLE, 21.8 FT (6.6 M) SOUTH OF
 DK7699'TRUNK HIGHWAY 34, IN THE SOUTHEAST CORNER OF HEADWALL BOX CULVERT
 DK7699'NUMBER 8677 OVER WHISKEY CREEK, NO WITNESS POST SET.
 DK7699
 DK7699                          STATION RECOVERY (2010)
 DK7699
 DK7699'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JE)
 DK7699'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7700 ***********************************************************************
 DK7700  DESIGNATION -  1404 C RESET
 DK7700  PID         -  DK7700
 DK7700  STATE/COUNTY-  MN/CLAY
 DK7700  COUNTRY     -  US
 DK7700  USGS QUAD   -  BARNESVILLE (1981)
 DK7700
 DK7700                         *CURRENT SURVEY CONTROL
 DK7700  ______________________________________________________________________
 DK7700* NAD 83(1986) POSITION- 46 39 33.7    (N) 096 23 55.9    (W)   HD_HELD2  
 DK7700* NAVD 88 ORTHO HEIGHT -   317.131  (meters)    1040.45  (feet) ADJUSTED  
 DK7700  ______________________________________________________________________
 DK7700  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DK7700  DYNAMIC HEIGHT  -        317.156 (meters)     1040.54  (feet) COMP
 DK7700  MODELED GRAVITY -    980,683.4   (mgal)                       NAVD 88
 DK7700
 DK7700  VERT ORDER      -  SECOND    CLASS I
 DK7700
 DK7700.The horizontal coordinates were established by autonomous hand held GPS
 DK7700.observations and have an estimated accuracy of +/- 10 meters.
 DK7700.
 DK7700.The orthometric height was determined by differential leveling and
 DK7700.adjusted in April 2009.
 DK7700
 DK7700.Photographs are available for this station.
 DK7700
 DK7700.The dynamic height is computed by dividing the NAVD 88
 DK7700.geopotential number by the normal gravity value computed on the
 DK7700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7700.degrees latitude (g = 980.6199 gals.).
 DK7700
 DK7700.The modeled gravity was interpolated from observed gravity values.
 DK7700
 DK7700;                    North         East    Units  Estimated Accuracy
 DK7700;SPC MN C     -   286,665.      635,561.      MT  (+/- 10 meters HH2 GPS)
 DK7700
 DK7700                          SUPERSEDED SURVEY CONTROL
 DK7700
 DK7700.No superseded survey control is available for this station.
 DK7700
 DK7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9900270597(NAD 83)
 DK7700
 DK7700_MARKER: DB = BENCH MARK DISK
 DK7700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK7700_SP_SET: BOX CULVERT HEADWALL
 DK7700_STAMPING: 1404 C RESET 1968
 DK7700_MARK LOGO: MNHD  
 DK7700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7700+STABILITY: SURFACE MOTION
 DK7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7700+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 DK7700
 DK7700  HISTORY     - Date     Condition        Report By
 DK7700  HISTORY     - 1968     MONUMENTED       MNHD
 DK7700  HISTORY     - 20100519 GOOD             MNDT
 DK7700
 DK7700                          STATION DESCRIPTION
 DK7700
 DK7700'DESCRIBED BY MN HIGHWAY DEPT 1968 (MPP)
 DK7700'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF
 DK7700'DOWNER, 7.3 MI (11.7 KM) NORTH-NORTHWEST OF LAWNDALE AND IS 1.15 MI
 DK7700'(1.9 KM) EAST-NORTHEAST OF BARNESVILLE, 0.15 MI (0.2 KM) WEST ALONG
 DK7700'TRUNK HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND INTERSTATE
 DK7700'HIGHWAY 94 NEAR BARNESVILLE, 51.3 FT (15.6 M) SOUTH OF TRUNK HIGHWAY
 DK7700'34, AT SOUTHEAST CORNER OF HEADWALL BOX CULVERT NUMBER 5625 AT WHISKEY
 DK7700'CREEK, NO WITNESS POST.
 DK7700
 DK7700                          STATION RECOVERY (2010)
 DK7700
 DK7700'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 DK7700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1809 ***********************************************************************
 DM1809  DESIGNATION -  1406 AA
 DM1809  PID         -  DM1809
 DM1809  STATE/COUNTY-  MN/CLAY
 DM1809  COUNTRY     -  US
 DM1809  USGS QUAD   -  HICKSON (1979)
 DM1809
 DM1809                         *CURRENT SURVEY CONTROL
 DM1809  ______________________________________________________________________
 DM1809* NAD 83(2007) POSITION- 46 42 09.83172(N) 096 45 30.48205(W)   ADJUSTED  
 DM1809* NAD 83(2007) ELLIP HT-   252.793 (meters)        (01/24/11)   ADJUSTED
 DM1809* NAD 83(2007) EPOCH   -  2002.00
 DM1809* NAVD 88 ORTHO HEIGHT -   279.262  (meters)     916.21  (feet) ADJUSTED  
 DM1809  ______________________________________________________________________
 DM1809  NAD 83(2007) X  -   -515,688.590 (meters)                     COMP
 DM1809  NAD 83(2007) Y  - -4,351,521.395 (meters)                     COMP
 DM1809  NAD 83(2007) Z  -  4,619,348.327 (meters)                     COMP
 DM1809  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC09
 DM1809  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DM1809  DYNAMIC HEIGHT  -        279.287 (meters)      916.29  (feet) COMP
 DM1809  MODELED GRAVITY -    980,694.5   (mgal)                       NAVD 88
 DM1809
 DM1809  HORZ ORDER      -  FIRST
 DM1809  VERT ORDER      -  SECOND    CLASS I
 DM1809  ELLP ORDER      -  FIRST     CLASS II
 DM1809
 DM1809.The horizontal coordinates were established by GPS observations
 DM1809.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1809
 DM1809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1809.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1809
 DM1809.The horizontal coordinates are valid at the epoch date displayed above
 DM1809.which is a decimal equivalence of Year/Month/Day.
 DM1809
 DM1809.The orthometric height was determined by differential leveling and
 DM1809.adjusted in November 2011.
 DM1809
 DM1809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1809
 DM1809.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1809
 DM1809.The ellipsoidal height was determined by GPS observations
 DM1809.and is referenced to NAD 83.
 DM1809
 DM1809.The dynamic height is computed by dividing the NAVD 88
 DM1809.geopotential number by the normal gravity value computed on the
 DM1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1809.degrees latitude (g = 980.6199 gals.).
 DM1809
 DM1809.The modeled gravity was interpolated from observed gravity values.
 DM1809
 DM1809. The following values were computed from the NAD 83(2007) position.
 DM1809
 DM1809;                    North         East     Units Scale Factor Converg.
 DM1809;SPC MN C     -   292,292.088   608,203.523   MT  0.99994261   -1 48 52.5
 DM1809;SPC MN C     -   958,961.63  1,995,414.39   sFT  0.99994261   -1 48 52.5
 DM1809;UTM  14      - 5,174,570.666   671,354.147   MT  0.99996091   +1 37 54.5
 DM1809
 DM1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1809!SPC MN C     -   0.99996037  x   0.99994261  =   0.99990299
 DM1809!UTM  14      -   0.99996037  x   0.99996091  =   0.99992129
 DM1809
 DM1809|---------------------------------------------------------------------|
 DM1809| PID    Reference Object                     Distance      Geod. Az  |
 DM1809|                                                           dddmmss.s |
 DM1809| RP1084 RUSTAD                               94.288 METERS 03411     |
 DM1809|---------------------------------------------------------------------|
 DM1809
 DM1809                          SUPERSEDED SURVEY CONTROL
 DM1809
 DM1809  NAVD 88 (01/24/11)  279.27   (m)          916.2    (f) LEVELING    3  
 DM1809
 DM1809.Superseded values are not recommended for survey control.
 DM1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1809.See file dsdata.txt to determine how the superseded data were derived.
 DM1809
 DM1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7135474570(NAD 83)
 DM1809
 DM1809_MARKER: I = METAL ROD
 DM1809_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1809_STAMPING: 1406 AA 2009
 DM1809_MARK LOGO: MNDT  
 DM1809_PROJECTION: FLUSH
 DM1809_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1809+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1809_ROD/PIPE-DEPTH: 12.2 meters
 DM1809
 DM1809  HISTORY     - Date     Condition        Report By
 DM1809  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1809
 DM1809                          STATION DESCRIPTION
 DM1809
 DM1809'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1809'THE MARK IS 3.1 MILES NORTH OF COMSTOCK, 3.0 MILES NORTH ALONG TRUNK
 DM1809'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2, 0.5
 DM1809'MILE WEST OF COMSTOCK, AT TRUNK HIGHWAY 75 MILEPOINT 238.25, 101.0
 DM1809'FEET WEST OF TRUNK HIGHWAY 75, 35.0 FEET SOUTH OF 130 AVENUE SOUTH,
 DM1809'22.0 FEET WEST OF POWER POLE WITH 2 GUY WIRES. 2.4 FEET NORTH OF
 DM1809'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7588 ***********************************************************************
 DM7588  DESIGNATION -  1406 AB
 DM7588  PID         -  DM7588
 DM7588  STATE/COUNTY-  MN/CLAY
 DM7588  COUNTRY     -  US
 DM7588  USGS QUAD   -  HICKSON (1979)
 DM7588
 DM7588                         *CURRENT SURVEY CONTROL
 DM7588  ______________________________________________________________________
 DM7588* NAD 83(1986) POSITION- 46 41 28.42   (N) 096 45 30.57   (W)   HD_HELD1  
 DM7588* NAVD 88 ORTHO HEIGHT -   278.295  (meters)     913.04  (feet) ADJUSTED  
 DM7588  ______________________________________________________________________
 DM7588  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 DM7588  DYNAMIC HEIGHT  -        278.321 (meters)      913.12  (feet) COMP
 DM7588  MODELED GRAVITY -    980,698.0   (mgal)                       NAVD 88
 DM7588
 DM7588  VERT ORDER      -  SECOND    CLASS I
 DM7588
 DM7588.The horizontal coordinates were established by differentially corrected
 DM7588.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM7588.
 DM7588.The orthometric height was determined by differential leveling and
 DM7588.adjusted in November 2011.
 DM7588
 DM7588.The dynamic height is computed by dividing the NAVD 88
 DM7588.geopotential number by the normal gravity value computed on the
 DM7588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7588.degrees latitude (g = 980.6199 gals.).
 DM7588
 DM7588.The modeled gravity was interpolated from observed gravity values.
 DM7588
 DM7588;                    North         East    Units  Estimated Accuracy
 DM7588;SPC MN C     -   291,014.1     608,161.2     MT  (+/- 3 meters HH1 GPS) 
 DM7588
 DM7588                          SUPERSEDED SURVEY CONTROL
 DM7588
 DM7588.No superseded survey control is available for this station.
 DM7588
 DM7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7138873292(NAD 83)
 DM7588
 DM7588_MARKER: DV = VERTICAL CONTROL DISK
 DM7588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7588_SP_SET: BOX CULVERT
 DM7588_STAMPING: 1406 AB 2009
 DM7588_MARK LOGO: MNDT  
 DM7588_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7588+STABILITY: SURFACE MOTION
 DM7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7588+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM7588
 DM7588  HISTORY     - Date     Condition        Report By
 DM7588  HISTORY     - 19900401 MONUMENTED       MNDT
 DM7588  HISTORY     - 20090401 GOOD             MNDT
 DM7588
 DM7588                          STATION DESCRIPTION
 DM7588
 DM7588'DESCRIBED BY MN DEPT OF TRANSP 2009 (GC)
 DM7588'THE MARK IS 2.25 MI (3.6 KM) NORTH OF COMSTOCK.
 DM7588' 
 DM7588'2.25 MILES NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM7588'HIGHWAY 75 AND COUNTY ROAD 2.
 DM7588' 
 DM7588'IT IS 41 FT (12.5 M) EAST OF TRUNK HIGHWAY 75 AT MILE POINT 237.45,
 DM7588'SOUTHEAST CORNER OF BOX CULVERT NUMBER 8770 OVER WOLVERTON CREEK.
 DM7588' 
 DM7588'NOTE-DISK SET 1990 BUT STAMPED DURING THE 2009 SURVEY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1810 ***********************************************************************
 DM1810  DESIGNATION -  1406 AC
 DM1810  PID         -  DM1810
 DM1810  STATE/COUNTY-  MN/CLAY
 DM1810  COUNTRY     -  US
 DM1810  USGS QUAD   -  HICKSON (1979)
 DM1810
 DM1810                         *CURRENT SURVEY CONTROL
 DM1810  ______________________________________________________________________
 DM1810* NAD 83(2007) POSITION- 46 41 18.13837(N) 096 45 29.82498(W)   ADJUSTED  
 DM1810* NAD 83(2007) ELLIP HT-   252.379 (meters)        (01/24/11)   ADJUSTED
 DM1810* NAD 83(2007) EPOCH   -  2002.00
 DM1810* NAVD 88 ORTHO HEIGHT -   278.823  (meters)     914.77  (feet) ADJUSTED  
 DM1810  ______________________________________________________________________
 DM1810  NAD 83(2007) X  -   -515,811.401 (meters)                     COMP
 DM1810  NAD 83(2007) Y  - -4,352,676.350 (meters)                     COMP
 DM1810  NAD 83(2007) Z  -  4,618,253.158 (meters)                     COMP
 DM1810  LAPLACE CORR    -         -0.08  (seconds)                    DEFLEC09
 DM1810  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DM1810  DYNAMIC HEIGHT  -        278.849 (meters)      914.86  (feet) COMP
 DM1810  MODELED GRAVITY -    980,698.8   (mgal)                       NAVD 88
 DM1810
 DM1810  HORZ ORDER      -  FIRST
 DM1810  VERT ORDER      -  SECOND    CLASS I
 DM1810  ELLP ORDER      -  FIRST     CLASS II
 DM1810
 DM1810.The horizontal coordinates were established by GPS observations
 DM1810.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1810
 DM1810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1810.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1810
 DM1810.The horizontal coordinates are valid at the epoch date displayed above
 DM1810.which is a decimal equivalence of Year/Month/Day.
 DM1810
 DM1810.The orthometric height was determined by differential leveling and
 DM1810.adjusted in November 2011.
 DM1810
 DM1810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1810
 DM1810.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1810
 DM1810.The ellipsoidal height was determined by GPS observations
 DM1810.and is referenced to NAD 83.
 DM1810
 DM1810.The dynamic height is computed by dividing the NAVD 88
 DM1810.geopotential number by the normal gravity value computed on the
 DM1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1810.degrees latitude (g = 980.6199 gals.).
 DM1810
 DM1810.The modeled gravity was interpolated from observed gravity values.
 DM1810
 DM1810. The following values were computed from the NAD 83(2007) position.
 DM1810
 DM1810;                    North         East     Units Scale Factor Converg.
 DM1810;SPC MN C     -   290,696.293   608,166.935   MT  0.99994103   -1 48 52.1
 DM1810;SPC MN C     -   953,726.09  1,995,294.35   sFT  0.99994103   -1 48 52.1
 DM1810;UTM  14      - 5,172,975.526   671,413.551   MT  0.99996116   +1 37 53.6
 DM1810
 DM1810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1810!SPC MN C     -   0.99996044  x   0.99994103  =   0.99990147
 DM1810!UTM  14      -   0.99996044  x   0.99996116  =   0.99992160
 DM1810
 DM1810:                Primary Azimuth Mark                     Grid Az
 DM1810:SPC MN C     -  1406 AA                                  001 18 48.4
 DM1810:UTM  14      -  1406 AA                                  357 52 02.7
 DM1810
 DM1810|---------------------------------------------------------------------|
 DM1810| PID    Reference Object                     Distance      Geod. Az  |
 DM1810|                                                           dddmmss.s |
 DM1810| DM1809 1406 AA                             APPROX. 1.6 KM 3592956.3 |
 DM1810|---------------------------------------------------------------------|
 DM1810
 DM1810                          SUPERSEDED SURVEY CONTROL
 DM1810
 DM1810  NAVD 88 (01/24/11)  278.83   (m)          914.8    (f) LEVELING    3  
 DM1810
 DM1810.Superseded values are not recommended for survey control.
 DM1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1810.See file dsdata.txt to determine how the superseded data were derived.
 DM1810
 DM1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7141372975(NAD 83)
 DM1810
 DM1810_MARKER: I = METAL ROD
 DM1810_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1810_STAMPING: 1406 AC 2009
 DM1810_MARK LOGO: MNDT  
 DM1810_PROJECTION: RECESSED 5 CENTIMETERS
 DM1810_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1810+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1810_ROD/PIPE-DEPTH: 10.7 meters
 DM1810
 DM1810  HISTORY     - Date     Condition        Report By
 DM1810  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1810
 DM1810                          STATION DESCRIPTION
 DM1810
 DM1810'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1810'THE MARK IS 2.05 MILES NORTH OF COMSTOCK, 2.05 MILES NORTH ALONG TRUNK
 DM1810'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 (0.5
 DM1810'MILE WEST OF COMSTOCK), AT TRUNK HIGHWAY 75 MILEPOINT 237.25, 83.0
 DM1810'FEET EAST OF TRUNK HIGHWAY 75, 37.5 FEET NORTH OF 140 AVENUE SOUTH,
 DM1810'2.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1811 ***********************************************************************
 DM1811  DESIGNATION -  1406 AD
 DM1811  PID         -  DM1811
 DM1811  STATE/COUNTY-  MN/CLAY
 DM1811  COUNTRY     -  US
 DM1811  USGS QUAD   -  HICKSON (1979)
 DM1811
 DM1811                         *CURRENT SURVEY CONTROL
 DM1811  ______________________________________________________________________
 DM1811* NAD 83(2007) POSITION- 46 39 34.74197(N) 096 45 30.98709(W)   ADJUSTED  
 DM1811* NAD 83(2007) ELLIP HT-   254.748 (meters)        (01/24/11)   ADJUSTED
 DM1811* NAD 83(2007) EPOCH   -  2002.00
 DM1811* NAVD 88 ORTHO HEIGHT -   281.169  (meters)     922.47  (feet) ADJUSTED  
 DM1811  ______________________________________________________________________
 DM1811  NAD 83(2007) X  -   -516,109.468 (meters)                     COMP
 DM1811  NAD 83(2007) Y  - -4,354,981.634 (meters)                     COMP
 DM1811  NAD 83(2007) Z  -  4,616,064.073 (meters)                     COMP
 DM1811  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC09
 DM1811  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DM1811  DYNAMIC HEIGHT  -        281.194 (meters)      922.55  (feet) COMP
 DM1811  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 DM1811
 DM1811  HORZ ORDER      -  FIRST
 DM1811  VERT ORDER      -  SECOND    CLASS I
 DM1811  ELLP ORDER      -  FIRST     CLASS II
 DM1811
 DM1811.The horizontal coordinates were established by GPS observations
 DM1811.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1811
 DM1811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1811.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1811
 DM1811.The horizontal coordinates are valid at the epoch date displayed above
 DM1811.which is a decimal equivalence of Year/Month/Day.
 DM1811
 DM1811.The orthometric height was determined by differential leveling and
 DM1811.adjusted in November 2011.
 DM1811
 DM1811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1811
 DM1811.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1811
 DM1811.The ellipsoidal height was determined by GPS observations
 DM1811.and is referenced to NAD 83.
 DM1811
 DM1811.The dynamic height is computed by dividing the NAVD 88
 DM1811.geopotential number by the normal gravity value computed on the
 DM1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1811.degrees latitude (g = 980.6199 gals.).
 DM1811
 DM1811.The modeled gravity was interpolated from observed gravity values.
 DM1811
 DM1811. The following values were computed from the NAD 83(2007) position.
 DM1811
 DM1811;                    North         East     Units Scale Factor Converg.
 DM1811;SPC MN C     -   287,506.089   608,041.155   MT  0.99993806   -1 48 52.9
 DM1811;SPC MN C     -   943,259.56  1,994,881.69   sFT  0.99993806   -1 48 52.9
 DM1811;UTM  14      - 5,169,783.461   671,479.734   MT  0.99996144   +1 37 49.9
 DM1811
 DM1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1811!SPC MN C     -   0.99996007  x   0.99993806  =   0.99989813
 DM1811!UTM  14      -   0.99996007  x   0.99996144  =   0.99992151
 DM1811
 DM1811:                Primary Azimuth Mark                     Grid Az
 DM1811:SPC MN C     -  1406 R RESET                             181 37 38.4
 DM1811:UTM  14      -  1406 R RESET                             178 10 55.6
 DM1811
 DM1811|---------------------------------------------------------------------|
 DM1811| PID    Reference Object                     Distance      Geod. Az  |
 DM1811|                                                           dddmmss.s |
 DM1811| AH9833 TT 99 JA                            125.712 METERS 15856     |
 DM1811| DM1812 1406 R RESET                        APPROX. 1.6 KM 1794845.5 |
 DM1811|---------------------------------------------------------------------|
 DM1811
 DM1811                          SUPERSEDED SURVEY CONTROL
 DM1811
 DM1811  NAVD 88 (01/24/11)  281.17   (m)          922.5    (f) LEVELING    3  
 DM1811
 DM1811.Superseded values are not recommended for survey control.
 DM1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1811.See file dsdata.txt to determine how the superseded data were derived.
 DM1811
 DM1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7147969783(NAD 83)
 DM1811
 DM1811_MARKER: I = METAL ROD
 DM1811_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1811_STAMPING: 1406 AD 2009
 DM1811_MARK LOGO: MNDT  
 DM1811_PROJECTION: RECESSED 5 CENTIMETERS
 DM1811_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1811+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1811_ROD/PIPE-DEPTH:  6.7 meters
 DM1811
 DM1811  HISTORY     - Date     Condition        Report By
 DM1811  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1811
 DM1811                          STATION DESCRIPTION
 DM1811
 DM1811'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1811'THE MARK IS 0.5 MILE WEST OF COMSTOCK, AT THE JUNCTION OF TRUNK
 DM1811'HIGHWAY 75 AND COUNTY ROAD 2 (160 AVENUE SOUTH), AT TRUNK HIGHWAY 75
 DM1811'MILEPOINT 235.25, 55.4 FEET WEST OF TRUNK HIGHWAY 75, 131.0 FEET NORTH
 DM1811'OF COUNTY ROAD2 (160 AVENUE SOUTH), 2.0 FEET SOUTHWEST OF RIGHT OF WAY
 DM1811'POST, 1.7 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7587 ***********************************************************************
 DM7587  DESIGNATION -  1406 AD 1
 DM7587  PID         -  DM7587
 DM7587  STATE/COUNTY-  MN/CLAY
 DM7587  COUNTRY     -  US
 DM7587  USGS QUAD   -  HICKSON (1979)
 DM7587
 DM7587                         *CURRENT SURVEY CONTROL
 DM7587  ______________________________________________________________________
 DM7587* NAD 83(1986) POSITION- 46 39 33.2    (N) 096 47 47.4    (W)   HD_HELD2  
 DM7587* NAVD 88 ORTHO HEIGHT -   278.210  (meters)     912.76  (feet) ADJUSTED  
 DM7587  ______________________________________________________________________
 DM7587  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 DM7587  DYNAMIC HEIGHT  -        278.232 (meters)      912.83  (feet) COMP
 DM7587  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DM7587
 DM7587  VERT ORDER      -  SECOND    CLASS I
 DM7587
 DM7587.The horizontal coordinates were established by autonomous hand held GPS
 DM7587.observations and have an estimated accuracy of +/- 10 meters.
 DM7587.
 DM7587.The orthometric height was determined by differential leveling and
 DM7587.adjusted in November 2011.
 DM7587
 DM7587.The dynamic height is computed by dividing the NAVD 88
 DM7587.geopotential number by the normal gravity value computed on the
 DM7587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7587.degrees latitude (g = 980.6199 gals.).
 DM7587
 DM7587.The modeled gravity was interpolated from observed gravity values.
 DM7587
 DM7587;                    North         East    Units  Estimated Accuracy
 DM7587;SPC MN C     -   287,551.      605,141.      MT  (+/- 10 meters HH2 GPS)
 DM7587
 DM7587                          SUPERSEDED SURVEY CONTROL
 DM7587
 DM7587.No superseded survey control is available for this station.
 DM7587
 DM7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6858269654(NAD 83)
 DM7587
 DM7587_MARKER: DD = SURVEY DISK
 DM7587_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7587_SP_SET: BRIDGE RAILING
 DM7587_STAMPING: 1406 AD 1 2009
 DM7587_MARK LOGO: MNDT  
 DM7587_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7587+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM7587
 DM7587  HISTORY     - Date     Condition        Report By
 DM7587  HISTORY     - 20090401 MONUMENTED       MNDT
 DM7587
 DM7587                          STATION DESCRIPTION
 DM7587
 DM7587'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM7587'THE MARK IS 2.3 MI (3.7 KM) WEST OF COMSTOCK.
 DM7587' 
 DM7587'1.8 MILES WEST ALONG COUNTY ROAD 2  FROM THE JUNCTION OF COUNTY ROAD 2
 DM7587'AND TRUNK HIGHWAY 75 AT MILE POINT 235.25, IN RAIL IN SOUTHEAST CORNER
 DM7587'OF COUNTY ROAD 2 BRIDGE NUMBER 14501OVER RED RIVER.
 DM7587' 
 DM7587'IT IS 15.0 FT (4.6 M) SOUTH OF COUNTY ROAD 2.  DISK SET IN A DRILL
 DM7587'HOLE IN 2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8001 ***********************************************************************
 DF8001  DESIGNATION -  1406 P
 DF8001  PID         -  DF8001
 DF8001  STATE/COUNTY-  MN/CLAY
 DF8001  COUNTRY     -  US
 DF8001  USGS QUAD   -  FARGO SOUTH (1993)
 DF8001
 DF8001                         *CURRENT SURVEY CONTROL
 DF8001  ______________________________________________________________________
 DF8001* NAD 83(2007) POSITION- 46 51 22.97045(N) 096 46 03.74298(W)   ADJUSTED  
 DF8001* NAD 83(2007) ELLIP HT-   249.230 (meters)        (01/24/11)   ADJUSTED
 DF8001* NAD 83(2007) EPOCH   -  2002.00
 DF8001* NAVD 88 ORTHO HEIGHT -   275.726  (meters)     904.61  (feet) ADJUSTED  
 DF8001  ______________________________________________________________________
 DF8001  NAD 83(2007) X  -   -514,923.115 (meters)                     COMP
 DF8001  NAD 83(2007) Y  - -4,339,074.885 (meters)                     COMP
 DF8001  NAD 83(2007) Z  -  4,631,043.174 (meters)                     COMP
 DF8001  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC09
 DF8001  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 DF8001  DYNAMIC HEIGHT  -        275.749 (meters)      904.69  (feet) COMP
 DF8001  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 DF8001
 DF8001  HORZ ORDER      -  FIRST
 DF8001  VERT ORDER      -  SECOND    CLASS I
 DF8001  ELLP ORDER      -  FIRST     CLASS II
 DF8001
 DF8001.The horizontal coordinates were established by GPS observations
 DF8001.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8001
 DF8001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8001.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8001
 DF8001.The horizontal coordinates are valid at the epoch date displayed above
 DF8001.which is a decimal equivalence of Year/Month/Day.
 DF8001
 DF8001.The orthometric height was determined by differential leveling and
 DF8001.adjusted in April 2004.
 DF8001
 DF8001.Photographs are available for this station.
 DF8001
 DF8001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8001
 DF8001.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8001
 DF8001.The ellipsoidal height was determined by GPS observations
 DF8001.and is referenced to NAD 83.
 DF8001
 DF8001.The dynamic height is computed by dividing the NAVD 88
 DF8001.geopotential number by the normal gravity value computed on the
 DF8001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8001.degrees latitude (g = 980.6199 gals.).
 DF8001
 DF8001.The modeled gravity was interpolated from observed gravity values.
 DF8001
 DF8001. The following values were computed from the NAD 83(2007) position.
 DF8001
 DF8001;                    North         East     Units Scale Factor Converg.
 DF8001;SPC MN C     -   309,385.761   608,040.171   MT  0.99996344   -1 49 16.6
 DF8001;SPC MN C     - 1,015,043.12  1,994,878.46   sFT  0.99996344   -1 49 16.6
 DF8001;UTM  14      - 5,191,623.664   670,162.900   MT  0.99995590   +1 37 45.0
 DF8001
 DF8001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8001!SPC MN C     -   0.99996093  x   0.99996344  =   0.99992438
 DF8001!UTM  14      -   0.99996093  x   0.99995590  =   0.99991684
 DF8001
 DF8001:                Primary Azimuth Mark                     Grid Az
 DF8001:SPC MN C     -  1406 Q                                   001 06 06.1
 DF8001:UTM  14      -  1406 Q                                   357 39 04.5
 DF8001
 DF8001|---------------------------------------------------------------------|
 DF8001| PID    Reference Object                     Distance      Geod. Az  |
 DF8001|                                                           dddmmss.s |
 DF8001| DF8002 1406 Q                              APPROX. 1.1 KM 3591649.5 |
 DF8001|---------------------------------------------------------------------|
 DF8001
 DF8001                          SUPERSEDED SURVEY CONTROL
 DF8001
 DF8001  NAVD 88 (01/24/11)  275.73   (m)          904.6    (f) LEVELING    3  
 DF8001
 DF8001.Superseded values are not recommended for survey control.
 DF8001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8001.See file dsdata.txt to determine how the superseded data were derived.
 DF8001
 DF8001_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7016291623(NAD 83)
 DF8001
 DF8001_MARKER: DD = SURVEY DISK
 DF8001_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8001_STAMPING: 1406 P 1994
 DF8001_MARK LOGO: MNDT  
 DF8001_PROJECTION: RECESSED 3 CENTIMETERS
 DF8001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8001+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DF8001_ROD/PIPE-DEPTH: 15.2 meters
 DF8001
 DF8001  HISTORY     - Date     Condition        Report By
 DF8001  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8001  HISTORY     - 20090916 GOOD             MNDT
 DF8001
 DF8001                          STATION DESCRIPTION
 DF8001
 DF8001'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8001'IN MOORHEAD, 0.7 MI (1.1 KM) NORTH ALONG TH 75 (SOUTH EIGHTH ST) FROM
 DF8001'JCT OF TH 75 AND FAI 94 IN MOORHEAD, AT TH 75 MP 249.05, 96.0 FT (29.3
 DF8001'M) EAST OF TH 75, 35.0 FT (10.7 M) NORTH OF SOUTH EIGHTEENTH AVE, 20.1
 DF8001'NORTH OF BACK OF SOUTH EIGHTEENTH AVE CURB, 133.5 FT (40.7 M) SE OF
 DF8001'FIRE HYDRANT, 25.0 FT (7.6 M) EAST OF EAST EDGE OF SIDEWALK, 70.1 FT
 DF8001'(21.4 M) EAST OF BACK OF TH 75 CURB, MARK IS MNDT ALUMINUM DISK ON 50
 DF8001'FT (15.2 M) LONG DRIVEN ROD.
 DF8001
 DF8001                          STATION RECOVERY (2009)
 DF8001
 DF8001'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8001'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8001'THE MARK IS IN MOORHEAD, 0.7 MILE NORTH ALONG TRUNK HIGHWAY 75 (SOUTH
 DF8001'8TH ST) FROM JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE HIGHWAY 94 IN
 DF8001'MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 249.05, 96.0 FEET EAST OF
 DF8001'TRUNK HIGHWAY 75, 35.0 FEET NORTH OF SOUTH 18TH AVE, 20.1 FEET NORTH
 DF8001'OF BACK OF SOUTH 18TH AVENUE CURB, 133.5 FEET SOUTHEAST OF FIRE
 DF8001'HYDRANT, 25.0 FEET EAST OF EAST EDGE OF SIDEWALK, 70.1 FEET EAST OF
 DF8001'BACK OF TRUNK HIGHWAY 75 CURB.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8002 ***********************************************************************
 DF8002  DESIGNATION -  1406 Q
 DF8002  PID         -  DF8002
 DF8002  STATE/COUNTY-  MN/CLAY
 DF8002  COUNTRY     -  US
 DF8002  USGS QUAD   -  FARGO SOUTH (1993)
 DF8002
 DF8002                         *CURRENT SURVEY CONTROL
 DF8002  ______________________________________________________________________
 DF8002* NAD 83(2007) POSITION- 46 51 58.14813(N) 096 46 04.38717(W)   ADJUSTED  
 DF8002* NAD 83(2007) ELLIP HT-   248.409 (meters)        (01/24/11)   ADJUSTED
 DF8002* NAD 83(2007) EPOCH   -  2002.00
 DF8002* NAVD 88 ORTHO HEIGHT -   274.897  (meters)     901.89  (feet) ADJUSTED  
 DF8002  ______________________________________________________________________
 DF8002  NAD 83(2007) X  -   -514,843.183 (meters)                     COMP
 DF8002  NAD 83(2007) Y  - -4,338,285.547 (meters)                     COMP
 DF8002  NAD 83(2007) Z  -  4,631,785.372 (meters)                     COMP
 DF8002  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC09
 DF8002  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 DF8002  DYNAMIC HEIGHT  -        274.921 (meters)      901.97  (feet) COMP
 DF8002  MODELED GRAVITY -    980,690.5   (mgal)                       NAVD 88
 DF8002
 DF8002  HORZ ORDER      -  FIRST
 DF8002  VERT ORDER      -  SECOND    CLASS I
 DF8002  ELLP ORDER      -  FIRST     CLASS II
 DF8002
 DF8002.The horizontal coordinates were established by GPS observations
 DF8002.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8002
 DF8002.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8002.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8002
 DF8002.The horizontal coordinates are valid at the epoch date displayed above
 DF8002.which is a decimal equivalence of Year/Month/Day.
 DF8002
 DF8002.The orthometric height was determined by differential leveling and
 DF8002.adjusted in April 2004.
 DF8002
 DF8002.Photographs are available for this station.
 DF8002
 DF8002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8002
 DF8002.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8002
 DF8002.The ellipsoidal height was determined by GPS observations
 DF8002.and is referenced to NAD 83.
 DF8002
 DF8002.The dynamic height is computed by dividing the NAVD 88
 DF8002.geopotential number by the normal gravity value computed on the
 DF8002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8002.degrees latitude (g = 980.6199 gals.).
 DF8002
 DF8002.The modeled gravity was interpolated from observed gravity values.
 DF8002
 DF8002. The following values were computed from the NAD 83(2007) position.
 DF8002
 DF8002;                    North         East     Units Scale Factor Converg.
 DF8002;SPC MN C     -   310,471.895   608,061.058   MT  0.99996501   -1 49 17.1
 DF8002;SPC MN C     - 1,018,606.54  1,994,946.99   sFT  0.99996501   -1 49 17.1
 DF8002;UTM  14      - 5,192,709.077   670,118.377   MT  0.99995571   +1 37 45.5
 DF8002
 DF8002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8002!SPC MN C     -   0.99996106  x   0.99996501  =   0.99992607
 DF8002!UTM  14      -   0.99996106  x   0.99995571  =   0.99991677
 DF8002
 DF8002:                Primary Azimuth Mark                     Grid Az
 DF8002:SPC MN C     -  1406 P                                   181 06 06.1
 DF8002:UTM  14      -  1406 P                                   177 39 03.5
 DF8002
 DF8002|---------------------------------------------------------------------|
 DF8002| PID    Reference Object                     Distance      Geod. Az  |
 DF8002|                                                           dddmmss.s |
 DF8002| DF8001 1406 P                              APPROX. 1.1 KM 1791649.0 |
 DF8002|---------------------------------------------------------------------|
 DF8002
 DF8002                          SUPERSEDED SURVEY CONTROL
 DF8002
 DF8002  NAVD 88 (01/24/11)  274.90   (m)          901.9    (f) LEVELING    3  
 DF8002
 DF8002.Superseded values are not recommended for survey control.
 DF8002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8002.See file dsdata.txt to determine how the superseded data were derived.
 DF8002
 DF8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7011892709(NAD 83)
 DF8002
 DF8002_MARKER: DD = SURVEY DISK
 DF8002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8002_STAMPING: 1406 Q 1994
 DF8002_MARK LOGO: MNDT  
 DF8002_PROJECTION: FLUSH
 DF8002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8002+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DF8002_ROD/PIPE-DEPTH: 15.2 meters
 DF8002
 DF8002  HISTORY     - Date     Condition        Report By
 DF8002  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8002  HISTORY     - 20090916 GOOD             MNDT
 DF8002
 DF8002                          STATION DESCRIPTION
 DF8002
 DF8002'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8002'IN MOORHEAD, 1.35 MI (2.17 KM) NORTH ALONG TH 75 (SOUTH EIGHTH ST)
 DF8002'FROM JCT OF TH 75 AND FAI 94 IN MOORHEAD, AT TH 75 MP 249.7, 39.5 FT
 DF8002'(12.0 M) EAST OF TH 75, 108.3 FT (33.0 M) SOUTH OF NORTH BRICK GATE
 DF8002'POST OF PRAIRIE HOME CEMETARY, 80.4 SOUTH OF SOUTH BRICK GATE POST OF
 DF8002'PRAIRIE HOME CEMETARY, 13.4 FT (4.1 M) EAST OF BACK OF CURB, 5.4 FT
 DF8002'(1.6 M) EAST OF EAST EDGE OF SIDEWALK, 1.8 FT (0.5 M) WEST OF WROUGHT
 DF8002'IRON FENCE, MARK IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG DRIVEN
 DF8002'ROD.
 DF8002
 DF8002                          STATION RECOVERY (2009)
 DF8002
 DF8002'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8002'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8002'THE MARK IS IN MOORHEAD, 1.35 MILES NORTH ALONG TRUNK HIGHWAY 75
 DF8002'(SOUTH 8TH ST) FROM JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE
 DF8002'HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 249.7, 39.5 FEET
 DF8002'EAST OF TRUNK HIGHWAY 75, 108.3 FEET SOUTH OF NORTH BRICK GATE POST AT
 DF8002'PRAIRIE HOME CEMETERY, 80.4 FEET SOUTH OF SOUTH BRICK GATE POST AT
 DF8002'CEMETERY, 13.4 FEET EAST OF BACK OF CURB, 5.4 FEET EAST OF EAST EDGE
 DF8002'OF SIDEWALK, 1.8 FEET WEST OF WROUGHT IRON FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1812 ***********************************************************************
 DM1812  DESIGNATION -  1406 R RESET
 DM1812  PID         -  DM1812
 DM1812  STATE/COUNTY-  MN/CLAY
 DM1812  COUNTRY     -  US
 DM1812  USGS QUAD   -  HICKSON (1979)
 DM1812
 DM1812                         *CURRENT SURVEY CONTROL
 DM1812  ______________________________________________________________________
 DM1812* NAD 83(2007) POSITION- 46 38 41.48190(N) 096 45 30.73420(W)   ADJUSTED  
 DM1812* NAD 83(2007) ELLIP HT-   255.087 (meters)        (01/24/11)   ADJUSTED
 DM1812* NAD 83(2007) EPOCH   -  2002.00
 DM1812* NAVD 88 ORTHO HEIGHT -   281.514  (meters)     923.60  (feet) ADJUSTED  
 DM1812  ______________________________________________________________________
 DM1812  NAD 83(2007) X  -   -516,244.909 (meters)                     COMP
 DM1812  NAD 83(2007) Y  - -4,356,170.198 (meters)                     COMP
 DM1812  NAD 83(2007) Z  -  4,614,935.372 (meters)                     COMP
 DM1812  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC09
 DM1812  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DM1812  DYNAMIC HEIGHT  -        281.537 (meters)      923.68  (feet) COMP
 DM1812  MODELED GRAVITY -    980,689.4   (mgal)                       NAVD 88
 DM1812
 DM1812  HORZ ORDER      -  FIRST
 DM1812  VERT ORDER      -  SECOND    CLASS I
 DM1812  ELLP ORDER      -  FIRST     CLASS II
 DM1812
 DM1812.The horizontal coordinates were established by GPS observations
 DM1812.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1812
 DM1812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1812.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1812
 DM1812.The horizontal coordinates are valid at the epoch date displayed above
 DM1812.which is a decimal equivalence of Year/Month/Day.
 DM1812
 DM1812.The orthometric height was determined by differential leveling and
 DM1812.adjusted in November 2011.
 DM1812
 DM1812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1812
 DM1812.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1812
 DM1812.The ellipsoidal height was determined by GPS observations
 DM1812.and is referenced to NAD 83.
 DM1812
 DM1812.The dynamic height is computed by dividing the NAVD 88
 DM1812.geopotential number by the normal gravity value computed on the
 DM1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1812.degrees latitude (g = 980.6199 gals.).
 DM1812
 DM1812.The modeled gravity was interpolated from observed gravity values.
 DM1812
 DM1812. The following values were computed from the NAD 83(2007) position.
 DM1812
 DM1812;                    North         East     Units Scale Factor Converg.
 DM1812;SPC MN C     -   285,862.234   607,994.453   MT  0.99993663   -1 48 52.7
 DM1812;SPC MN C     -   937,866.35  1,994,728.47   sFT  0.99993663   -1 48 52.7
 DM1812;UTM  14      - 5,168,139.730   671,531.899   MT  0.99996167   +1 37 48.7
 DM1812
 DM1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1812!SPC MN C     -   0.99996002  x   0.99993663  =   0.99989665
 DM1812!UTM  14      -   0.99996002  x   0.99996167  =   0.99992169
 DM1812
 DM1812:                Primary Azimuth Mark                     Grid Az
 DM1812:SPC MN C     -  1406 AD                                  001 37 38.4
 DM1812:UTM  14      -  1406 AD                                  358 10 57.0
 DM1812
 DM1812|---------------------------------------------------------------------|
 DM1812| PID    Reference Object                     Distance      Geod. Az  |
 DM1812|                                                           dddmmss.s |
 DM1812| DM1811 1406 AD                             APPROX. 1.6 KM 3594845.7 |
 DM1812|---------------------------------------------------------------------|
 DM1812
 DM1812                          SUPERSEDED SURVEY CONTROL
 DM1812
 DM1812  NAVD 88 (01/24/11)  281.52   (m)          923.6    (f) LEVELING    3  
 DM1812
 DM1812.Superseded values are not recommended for survey control.
 DM1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1812.See file dsdata.txt to determine how the superseded data were derived.
 DM1812
 DM1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7153168139(NAD 83)
 DM1812
 DM1812_MARKER: I = METAL ROD
 DM1812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1812_STAMPING: 1406 R RESET 2009
 DM1812_MARK LOGO: MNDT  
 DM1812_PROJECTION: RECESSED 10 CENTIMETERS
 DM1812_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1812+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM1812_ROD/PIPE-DEPTH: 10.7 meters
 DM1812
 DM1812  HISTORY     - Date     Condition        Report By
 DM1812  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1812
 DM1812                          STATION DESCRIPTION
 DM1812
 DM1812'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1812'THE MARK IS 1.0 MILE SOUTH SOUTHWEST OF COMSTOCK, 1.0 MILE SOUTH ALONG
 DM1812'TRUNK HIGHWAY 75 FROM THE JUNCTION OF COUNTY ROAD 22 IN COMSTOCK, 79.5
 DM1812'FEET WEST OF TRUNK HIGHWAY 75 AT MILEPOINT 234.25, 17.5 FEET NORTH OF
 DM1812'170 AVE SOUTH, 31.7 FEET SOUTH OF TELEPHONE CABLE MARKER POST, 18 FEET
 DM1812'EAST OF FIELD ENTRANCE, 4.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1813 ***********************************************************************
 DM1813  DESIGNATION -  1406 S RESET
 DM1813  PID         -  DM1813
 DM1813  STATE/COUNTY-  MN/CLAY
 DM1813  COUNTRY     -  US
 DM1813  USGS QUAD   -  HICKSON (1979)
 DM1813
 DM1813                         *CURRENT SURVEY CONTROL
 DM1813  ______________________________________________________________________
 DM1813* NAD 83(2007) POSITION- 46 39 33.95333(N) 096 46 45.81336(W)   ADJUSTED  
 DM1813* NAD 83(2007) ELLIP HT-   254.130 (meters)        (01/24/11)   ADJUSTED
 DM1813* NAD 83(2007) EPOCH   -  2002.00
 DM1813* NAVD 88 ORTHO HEIGHT -   280.564  (meters)     920.48  (feet) ADJUSTED  
 DM1813  ______________________________________________________________________
 DM1813  NAD 83(2007) X  -   -517,691.323 (meters)                     COMP
 DM1813  NAD 83(2007) Y  - -4,354,811.286 (meters)                     COMP
 DM1813  NAD 83(2007) Z  -  4,616,046.909 (meters)                     COMP
 DM1813  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC09
 DM1813  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DM1813  DYNAMIC HEIGHT  -        280.588 (meters)      920.56  (feet) COMP
 DM1813  MODELED GRAVITY -    980,689.5   (mgal)                       NAVD 88
 DM1813
 DM1813  HORZ ORDER      -  FIRST
 DM1813  VERT ORDER      -  SECOND    CLASS I
 DM1813  ELLP ORDER      -  FIRST     CLASS II
 DM1813
 DM1813.The horizontal coordinates were established by GPS observations
 DM1813.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1813
 DM1813.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1813.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1813
 DM1813.The horizontal coordinates are valid at the epoch date displayed above
 DM1813.which is a decimal equivalence of Year/Month/Day.
 DM1813
 DM1813.The orthometric height was determined by differential leveling and
 DM1813.adjusted in November 2011.
 DM1813
 DM1813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1813
 DM1813.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1813
 DM1813.The ellipsoidal height was determined by GPS observations
 DM1813.and is referenced to NAD 83.
 DM1813
 DM1813.The dynamic height is computed by dividing the NAVD 88
 DM1813.geopotential number by the normal gravity value computed on the
 DM1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1813.degrees latitude (g = 980.6199 gals.).
 DM1813
 DM1813.The modeled gravity was interpolated from observed gravity values.
 DM1813
 DM1813. The following values were computed from the NAD 83(2007) position.
 DM1813
 DM1813;                    North         East     Units Scale Factor Converg.
 DM1813;SPC MN C     -   287,532.334   606,450.440   MT  0.99993804   -1 49 47.0
 DM1813;SPC MN C     -   943,345.67  1,989,662.82   sFT  0.99993804   -1 49 47.0
 DM1813;UTM  14      - 5,169,714.064   669,890.286   MT  0.99995478   +1 36 55.5
 DM1813
 DM1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1813!SPC MN C     -   0.99996017  x   0.99993804  =   0.99989821
 DM1813!UTM  14      -   0.99996017  x   0.99995478  =   0.99991495
 DM1813
 DM1813                          SUPERSEDED SURVEY CONTROL
 DM1813
 DM1813  NAVD 88 (01/24/11)  280.57   (m)          920.5    (f) LEVELING    3  
 DM1813
 DM1813.Superseded values are not recommended for survey control.
 DM1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1813.See file dsdata.txt to determine how the superseded data were derived.
 DM1813
 DM1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6989069714(NAD 83)
 DM1813
 DM1813_MARKER: I = METAL ROD
 DM1813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1813_STAMPING: 1406 S RESET 2009
 DM1813_MARK LOGO: MNDT  
 DM1813_PROJECTION: RECESSED 10 CENTIMETERS
 DM1813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1813+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM1813_ROD/PIPE-DEPTH:  6.7 meters
 DM1813
 DM1813  HISTORY     - Date     Condition        Report By
 DM1813  HISTORY     - 20090401 MONUMENTED       MNDT
 DM1813  HISTORY     - 20090922 GOOD             MNDT
 DM1813
 DM1813                          STATION DESCRIPTION
 DM1813
 DM1813'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1813'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1813'THE MARK IS 1.25 MILES WEST OF COMSTOCK, 1.0 MILE WEST ALONG COUNTY
 DM1813'ROAD 2 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 IN
 DM1813'COMSTOCK, 72 FEET NORTH OF COUNTY ROAD 2, 22.5 FEET WEST OF COUNTY
 DM1813'ROAD 59, 17.5 FEET SOUTH OF FIELD ENTRANCE, 31.0 FEET NORTHEAST OF
 DM1813'TELEPHONE CABLE MARKER POST, 19.2 FEET NORTH OF WITNESS POST.
 DM1813
 DM1813                          STATION RECOVERY (2009)
 DM1813
 DM1813'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM1813'RECOVERED IN GOOD CONDITION.
 DM1813' 
 DM1813'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1813'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM1813'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1813'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9835 ***********************************************************************
 AH9835  DESIGNATION -  1406 T
 AH9835  PID         -  AH9835
 AH9835  STATE/COUNTY-  MN/CLAY
 AH9835  COUNTRY     -  US
 AH9835  USGS QUAD   -  HICKSON (1979)
 AH9835
 AH9835                         *CURRENT SURVEY CONTROL
 AH9835  ______________________________________________________________________
 AH9835* NAD 83(1986) POSITION- 46 39 32.     (N) 096 47 49.     (W)   SCALED    
 AH9835* NAVD 88 ORTHO HEIGHT -   277.624  (meters)     910.84  (feet) ADJUSTED  
 AH9835  ______________________________________________________________________
 AH9835  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 AH9835  DYNAMIC HEIGHT  -        277.646 (meters)      910.91  (feet) COMP
 AH9835  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 AH9835
 AH9835  VERT ORDER      -  SECOND    CLASS I
 AH9835
 AH9835.The horizontal coordinates were scaled from a topographic map and have
 AH9835.an estimated accuracy of +/- 6 seconds.
 AH9835.
 AH9835.The orthometric height was determined by differential leveling and
 AH9835.adjusted in September 1999.
 AH9835
 AH9835.The dynamic height is computed by dividing the NAVD 88
 AH9835.geopotential number by the normal gravity value computed on the
 AH9835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9835.degrees latitude (g = 980.6199 gals.).
 AH9835
 AH9835.The modeled gravity was interpolated from observed gravity values.
 AH9835
 AH9835;                    North         East    Units  Estimated Accuracy
 AH9835;SPC MN C     -   287,520.      605,110.      MT  (+/- 180 meters Scaled)
 AH9835
 AH9835                          SUPERSEDED SURVEY CONTROL
 AH9835
 AH9835.No superseded survey control is available for this station.
 AH9835
 AH9835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS685696(NAD 83)
 AH9835
 AH9835_MARKER: DD = SURVEY DISK
 AH9835_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9835_SP_SET: BRIDGE ABUTMENT
 AH9835_STAMPING: 1406 T 1995
 AH9835_MARK LOGO: MNDT  
 AH9835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9835+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9835
 AH9835  HISTORY     - Date     Condition        Report By
 AH9835  HISTORY     - 1995     MONUMENTED       MNDT
 AH9835
 AH9835                          STATION DESCRIPTION
 AH9835
 AH9835'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9835'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) WEST OF COMSTOCK, IN THE
 AH9835'SE COR OF CO RD 2 BRDG NO 14501 OVER THE RED RIVER AT MN-ND BORDER,
 AH9835'1.8 MI (2.9 KM) WEST ALONG CO RD 2 FROM THE JCT OF CO RD 2 AND TH 75
 AH9835'IN COMSTOCK, 15.6 FT (4.8 M) SOUTH OF CO RD 2, 0.70 FT (21.34 CM) WEST
 AH9835'OF THE EAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1814 ***********************************************************************
 DM1814  DESIGNATION -  1406 U
 DM1814  PID         -  DM1814
 DM1814  STATE/COUNTY-  MN/CLAY
 DM1814  COUNTRY     -  US
 DM1814  USGS QUAD   -  FARGO SOUTH (1993)
 DM1814
 DM1814                         *CURRENT SURVEY CONTROL
 DM1814  ______________________________________________________________________
 DM1814* NAD 83(2007) POSITION- 46 50 37.97822(N) 096 46 03.69756(W)   ADJUSTED  
 DM1814* NAD 83(2007) ELLIP HT-   250.444 (meters)        (01/24/11)   ADJUSTED
 DM1814* NAD 83(2007) EPOCH   -  2002.00
 DM1814* NAVD 88 ORTHO HEIGHT -   276.956  (meters)     908.65  (feet) ADJUSTED  
 DM1814  ______________________________________________________________________
 DM1814  NAD 83(2007) X  -   -515,041.712 (meters)                     COMP
 DM1814  NAD 83(2007) Y  - -4,340,082.430 (meters)                     COMP
 DM1814  NAD 83(2007) Z  -  4,630,093.827 (meters)                     COMP
 DM1814  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC09
 DM1814  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DM1814  DYNAMIC HEIGHT  -        276.978 (meters)      908.72  (feet) COMP
 DM1814  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 DM1814
 DM1814  HORZ ORDER      -  FIRST
 DM1814  VERT ORDER      -  SECOND    CLASS I
 DM1814  ELLP ORDER      -  FIRST     CLASS II
 DM1814
 DM1814.The horizontal coordinates were established by GPS observations
 DM1814.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1814
 DM1814.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1814.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1814
 DM1814.The horizontal coordinates are valid at the epoch date displayed above
 DM1814.which is a decimal equivalence of Year/Month/Day.
 DM1814
 DM1814.The orthometric height was determined by differential leveling and
 DM1814.adjusted in November 2011.
 DM1814
 DM1814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1814
 DM1814.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1814
 DM1814.The ellipsoidal height was determined by GPS observations
 DM1814.and is referenced to NAD 83.
 DM1814
 DM1814.The dynamic height is computed by dividing the NAVD 88
 DM1814.geopotential number by the normal gravity value computed on the
 DM1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1814.degrees latitude (g = 980.6199 gals.).
 DM1814
 DM1814.The modeled gravity was interpolated from observed gravity values.
 DM1814
 DM1814. The following values were computed from the NAD 83(2007) position.
 DM1814
 DM1814;                    North         East     Units Scale Factor Converg.
 DM1814;SPC MN C     -   307,997.125   607,996.978   MT  0.99996147   -1 49 16.6
 DM1814;SPC MN C     - 1,010,487.23  1,994,736.75   sFT  0.99996147   -1 49 16.6
 DM1814;UTM  14      - 5,190,234.955   670,203.356   MT  0.99995607   +1 37 43.8
 DM1814
 DM1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1814!SPC MN C     -   0.99996074  x   0.99996147  =   0.99992222
 DM1814!UTM  14      -   0.99996074  x   0.99995607  =   0.99991682
 DM1814
 DM1814|---------------------------------------------------------------------|
 DM1814| PID    Reference Object                     Distance      Geod. Az  |
 DM1814|                                                           dddmmss.s |
 DM1814| RP0424 1480 A                              310.629 METERS 00404     |
 DM1814|---------------------------------------------------------------------|
 DM1814
 DM1814                          SUPERSEDED SURVEY CONTROL
 DM1814
 DM1814  NAVD 88 (04/18/11)  276.964  (m)          908.67   (f) SUPERSEDED  2 1
 DM1814  NAVD 88 (01/24/11)  276.96   (m)          908.7    (f) LEVELING    3  
 DM1814
 DM1814.Superseded values are not recommended for survey control.
 DM1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1814.See file dsdata.txt to determine how the superseded data were derived.
 DM1814
 DM1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7020390234(NAD 83)
 DM1814
 DM1814_MARKER: DD = SURVEY DISK
 DM1814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1814_STAMPING: 1401 U 2000
 DM1814_MARK LOGO: MNDT  
 DM1814_PROJECTION: RECESSED 3 CENTIMETERS
 DM1814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1814+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM1814_ROD/PIPE-DEPTH:  7.6 meters
 DM1814
 DM1814  HISTORY     - Date     Condition        Report By
 DM1814  HISTORY     - 2000     MONUMENTED       MNDT
 DM1814  HISTORY     - 2000     GOOD             MNDT
 DM1814  HISTORY     - 20090916 GOOD             MNDT
 DM1814
 DM1814                          STATION DESCRIPTION
 DM1814
 DM1814'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM1814'THE MARK IS 0.2 MI (0.3 KM) SOUTH ALONG TH 75 FROM JCT OF TH 75 AND TH
 DM1814'94, AT TH 75 MP 248.1, 70.0 FT (21.3 M) EAST OF NB TH 75, 48.3 FT
 DM1814'(14.7 M) SOUTH OF EB 30TH AVE, 12.8 FT (3.9 M) WEST OF MONITORING
 DM1814'WELL, 57.0 FT (17.4 M) WEST OF FRONTAGE RD, 11.3 FT (3.4 M) SOUTH OF
 DM1814'WIT POST.
 DM1814
 DM1814                          STATION RECOVERY (2009)
 DM1814
 DM1814'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM1814'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1814'THE MARK IS 0.2 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF
 DM1814'TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 94 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DM1814'MILEPOINT 248.1, 70.0 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 75, 48.3
 DM1814'FEET SOUTH OF EASTBOUND 30TH AVENUE, 12.8 FEET WESTOF MONITORING WELL,
 DM1814'57.0 FEET WEST OF FRONTAGE ROAD, 11.3 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4277 ***********************************************************************
 DM4277  DESIGNATION -  1406 V
 DM4277  PID         -  DM4277
 DM4277  STATE/COUNTY-  MN/CLAY
 DM4277  COUNTRY     -  US
 DM4277  USGS QUAD   -  FARGO SOUTH (1993)
 DM4277
 DM4277                         *CURRENT SURVEY CONTROL
 DM4277  ______________________________________________________________________
 DM4277* NAD 83(1986) POSITION- 46 49 14.     (N) 096 46 00.     (W)   SCALED    
 DM4277* NAVD 88 ORTHO HEIGHT -   276.539  (meters)     907.28  (feet) ADJUSTED  
 DM4277  ______________________________________________________________________
 DM4277  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 DM4277  DYNAMIC HEIGHT  -        276.560 (meters)      907.35  (feet) COMP
 DM4277  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DM4277
 DM4277  VERT ORDER      -  SECOND    CLASS I
 DM4277
 DM4277.The horizontal coordinates were scaled from a topographic map and have
 DM4277.an estimated accuracy of +/- 6 seconds.
 DM4277.
 DM4277.The orthometric height was determined by differential leveling and
 DM4277.adjusted in April 2011.
 DM4277
 DM4277.No vertical observational check was made to the station.
 DM4277
 DM4277.The dynamic height is computed by dividing the NAVD 88
 DM4277.geopotential number by the normal gravity value computed on the
 DM4277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4277.degrees latitude (g = 980.6199 gals.).
 DM4277
 DM4277.The modeled gravity was interpolated from observed gravity values.
 DM4277
 DM4277;                    North         East    Units  Estimated Accuracy
 DM4277;SPC MN C     -   305,400.      607,990.      MT  (+/- 180 meters Scaled)
 DM4277
 DM4277                          SUPERSEDED SURVEY CONTROL
 DM4277
 DM4277.No superseded survey control is available for this station.
 DM4277
 DM4277_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS703876(NAD 83)
 DM4277
 DM4277_MARKER: DD = SURVEY DISK
 DM4277_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4277_STAMPING: 1406 V 2000
 DM4277_MARK LOGO: MNDT  
 DM4277_PROJECTION: RECESSED 5 CENTIMETERS
 DM4277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4277+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DM4277_ROD/PIPE-DEPTH: 19.8 meters
 DM4277
 DM4277  HISTORY     - Date     Condition        Report By
 DM4277  HISTORY     - 2000     MONUMENTED       MNDT
 DM4277
 DM4277                          STATION DESCRIPTION
 DM4277
 DM4277'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4277'THE MARK IS 1.8 MI (2.9 KM) SOUTH ALONG TH 75 FROM JCT OF TH 75 AND TH
 DM4277'94, AT TH 75 MP 246.55, 63 FT (19.2 M) EAST OF TH 75, 13.4 FT (4.1 M)
 DM4277'NNW OF P-POLE, 27.0 FT (8.2 M) SOUTH OF CONC ENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1815 ***********************************************************************
 DM1815  DESIGNATION -  1406 V RESET
 DM1815  PID         -  DM1815
 DM1815  STATE/COUNTY-  MN/CLAY
 DM1815  COUNTRY     -  US
 DM1815  USGS QUAD   -  FARGO SOUTH (1993)
 DM1815
 DM1815                         *CURRENT SURVEY CONTROL
 DM1815  ______________________________________________________________________
 DM1815* NAD 83(2007) POSITION- 46 49 14.39550(N) 096 46 03.17111(W)   ADJUSTED  
 DM1815* NAD 83(2007) ELLIP HT-   249.934 (meters)        (01/24/11)   ADJUSTED
 DM1815* NAD 83(2007) EPOCH   -  2002.00
 DM1815* NAVD 88 ORTHO HEIGHT -   276.470  (meters)     907.05  (feet) ADJUSTED  
 DM1815  ______________________________________________________________________
 DM1815  NAD 83(2007) X  -   -515,252.437 (meters)                     COMP
 DM1815  NAD 83(2007) Y  - -4,341,952.836 (meters)                     COMP
 DM1815  NAD 83(2007) Z  -  4,628,327.613 (meters)                     COMP
 DM1815  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC09
 DM1815  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 DM1815  DYNAMIC HEIGHT  -        276.491 (meters)      907.12  (feet) COMP
 DM1815  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DM1815
 DM1815  HORZ ORDER      -  FIRST
 DM1815  VERT ORDER      -  SECOND    CLASS I
 DM1815  ELLP ORDER      -  FIRST     CLASS II
 DM1815
 DM1815.The horizontal coordinates were established by GPS observations
 DM1815.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1815
 DM1815.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1815.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1815
 DM1815.The horizontal coordinates are valid at the epoch date displayed above
 DM1815.which is a decimal equivalence of Year/Month/Day.
 DM1815
 DM1815.The orthometric height was determined by differential leveling and
 DM1815.adjusted in November 2011.
 DM1815
 DM1815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1815
 DM1815.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1815
 DM1815.The ellipsoidal height was determined by GPS observations
 DM1815.and is referenced to NAD 83.
 DM1815
 DM1815.The dynamic height is computed by dividing the NAVD 88
 DM1815.geopotential number by the normal gravity value computed on the
 DM1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1815.degrees latitude (g = 980.6199 gals.).
 DM1815
 DM1815.The modeled gravity was interpolated from observed gravity values.
 DM1815
 DM1815. The following values were computed from the NAD 83(2007) position.
 DM1815
 DM1815;                    North         East     Units Scale Factor Converg.
 DM1815;SPC MN C     -   305,417.154   607,926.105   MT  0.99995795   -1 49 16.2
 DM1815;SPC MN C     - 1,002,022.78  1,994,504.23   sFT  0.99995795   -1 49 16.2
 DM1815;UTM  14      - 5,187,655.403   670,287.858   MT  0.99995642   +1 37 42.0
 DM1815
 DM1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1815!SPC MN C     -   0.99996082  x   0.99995795  =   0.99991878
 DM1815!UTM  14      -   0.99996082  x   0.99995642  =   0.99991725
 DM1815
 DM1815                          SUPERSEDED SURVEY CONTROL
 DM1815
 DM1815  NAVD 88 (01/24/11)  276.47   (m)          907.1    (f) LEVELING    3  
 DM1815
 DM1815.Superseded values are not recommended for survey control.
 DM1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1815.See file dsdata.txt to determine how the superseded data were derived.
 DM1815
 DM1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7028787655(NAD 83)
 DM1815
 DM1815_MARKER: I = METAL ROD
 DM1815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1815_STAMPING: 1406 V RESET 2009
 DM1815_MARK LOGO: MNDT  
 DM1815_PROJECTION: RECESSED 13 CENTIMETERS
 DM1815_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1815+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM1815_ROD/PIPE-DEPTH:  3.4 meters
 DM1815
 DM1815  HISTORY     - Date     Condition        Report By
 DM1815  HISTORY     - 20090401 MONUMENTED       MNDT
 DM1815  HISTORY     - 20090922 GOOD             MNDT
 DM1815
 DM1815                          STATION DESCRIPTION
 DM1815
 DM1815'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1815'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1815'THE MARK IS 1.8 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF
 DM1815'INTERSTATE HIGHWAY 94 IN MOORHEAD, 63 FEET EAST OF TRUNK HIGHWAY 75 AT
 DM1815'MILEPOINT 246.55, 13.4 FEET NORTH NORTHWEST OF POWER POLE WITH GUY
 DM1815'WIRE, 27 FEET SOUTH OF DRIVEWAY 4838, 23 FEET SOUTH OF DRIVEWAY 4848,
 DM1815'2.8 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1816 ***********************************************************************
 DM1816  DESIGNATION -  1406 W
 DM1816  PID         -  DM1816
 DM1816  STATE/COUNTY-  MN/CLAY
 DM1816  COUNTRY     -  US
 DM1816  USGS QUAD   -  FARGO SOUTH (1993)
 DM1816
 DM1816                         *CURRENT SURVEY CONTROL
 DM1816  ______________________________________________________________________
 DM1816* NAD 83(2007) POSITION- 46 48 15.20133(N) 096 46 02.75777(W)   ADJUSTED  
 DM1816* NAD 83(2007) ELLIP HT-   250.679 (meters)        (01/24/11)   ADJUSTED
 DM1816* NAD 83(2007) EPOCH   -  2002.00
 DM1816* NAVD 88 ORTHO HEIGHT -   277.246  (meters)     909.60  (feet) ADJUSTED  
 DM1816  ______________________________________________________________________
 DM1816  NAD 83(2007) X  -   -515,400.854 (meters)                     COMP
 DM1816  NAD 83(2007) Y  - -4,343,277.897 (meters)                     COMP
 DM1816  NAD 83(2007) Z  -  4,627,077.111 (meters)                     COMP
 DM1816  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC09
 DM1816  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DM1816  DYNAMIC HEIGHT  -        277.266 (meters)      909.66  (feet) COMP
 DM1816  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 DM1816
 DM1816  HORZ ORDER      -  FIRST
 DM1816  VERT ORDER      -  SECOND    CLASS I
 DM1816  ELLP ORDER      -  FIRST     CLASS II
 DM1816
 DM1816.The horizontal coordinates were established by GPS observations
 DM1816.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1816
 DM1816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1816.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1816
 DM1816.The horizontal coordinates are valid at the epoch date displayed above
 DM1816.which is a decimal equivalence of Year/Month/Day.
 DM1816
 DM1816.The orthometric height was determined by differential leveling and
 DM1816.adjusted in November 2011.
 DM1816
 DM1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1816
 DM1816.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1816
 DM1816.The ellipsoidal height was determined by GPS observations
 DM1816.and is referenced to NAD 83.
 DM1816
 DM1816.The dynamic height is computed by dividing the NAVD 88
 DM1816.geopotential number by the normal gravity value computed on the
 DM1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1816.degrees latitude (g = 980.6199 gals.).
 DM1816
 DM1816.The modeled gravity was interpolated from observed gravity values.
 DM1816
 DM1816. The following values were computed from the NAD 83(2007) position.
 DM1816
 DM1816;                    North         East     Units Scale Factor Converg.
 DM1816;SPC MN C     -   303,589.975   607,876.776   MT  0.99995556   -1 49 15.9
 DM1816;SPC MN C     -   996,028.11  1,994,342.39   sFT  0.99995556   -1 49 15.9
 DM1816;UTM  14      - 5,185,828.567   670,348.551   MT  0.99995668   +1 37 40.7
 DM1816
 DM1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1816!SPC MN C     -   0.99996071  x   0.99995556  =   0.99991627
 DM1816!UTM  14      -   0.99996071  x   0.99995668  =   0.99991739
 DM1816
 DM1816:                Primary Azimuth Mark                     Grid Az
 DM1816:SPC MN C     -  1406 X                                   183 25 43.5
 DM1816:UTM  14      -  1406 X                                   179 58 46.9
 DM1816
 DM1816|---------------------------------------------------------------------|
 DM1816| PID    Reference Object                     Distance      Geod. Az  |
 DM1816|                                                           dddmmss.s |
 DM1816| DM1817 1406 X                              APPROX. 1.7 KM 1813627.6 |
 DM1816|---------------------------------------------------------------------|
 DM1816
 DM1816                          SUPERSEDED SURVEY CONTROL
 DM1816
 DM1816  NAVD 88 (01/24/11)  277.25   (m)          909.6    (f) LEVELING    3  
 DM1816
 DM1816.Superseded values are not recommended for survey control.
 DM1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1816.See file dsdata.txt to determine how the superseded data were derived.
 DM1816
 DM1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7034885828(NAD 83)
 DM1816
 DM1816_MARKER: I = METAL ROD
 DM1816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1816_STAMPING: 1406 W 2009
 DM1816_MARK LOGO: MNDT  
 DM1816_PROJECTION: FLUSH
 DM1816_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1816+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1816_ROD/PIPE-DEPTH: 16.8 meters
 DM1816
 DM1816  HISTORY     - Date     Condition        Report By
 DM1816  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1816
 DM1816                          STATION DESCRIPTION
 DM1816
 DM1816'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1816'THE MARK IS 2.95 MILES SOUTH OF MOORHEAD, 2.95 MILES SOUTH ALONG TRUNK
 DM1816'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 74 AND INTERSTATE HIGHWAY 94
 DM1816'IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 245.4, 72.0 FEET EAST OF
 DM1816'TRUNK HIGHWAY 75, 84.2 FEET NORTH OF COUNTY ROAD12 (60 AVENUE SOUTH),
 DM1816'16 FEET NORTH OF POWER POLE, 2.6 FEET WEST OF RIGHT OF WAY POST. 2.2
 DM1816'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7591 ***********************************************************************
 DM7591  DESIGNATION -  1406 W 1
 DM7591  PID         -  DM7591
 DM7591  STATE/COUNTY-  MN/CLAY
 DM7591  COUNTRY     -  US
 DM7591  USGS QUAD   -  FARGO SOUTH (1993)
 DM7591
 DM7591                         *CURRENT SURVEY CONTROL
 DM7591  ______________________________________________________________________
 DM7591* NAD 83(1986) POSITION- 46 48 12.4    (N) 096 47 43.7    (W)   HD_HELD2  
 DM7591* NAVD 88 ORTHO HEIGHT -   276.791  (meters)     908.11  (feet) ADJUSTED  
 DM7591  ______________________________________________________________________
 DM7591  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DM7591  DYNAMIC HEIGHT  -        276.812 (meters)      908.17  (feet) COMP
 DM7591  MODELED GRAVITY -    980,681.3   (mgal)                       NAVD 88
 DM7591
 DM7591  VERT ORDER      -  SECOND    CLASS I
 DM7591
 DM7591.The horizontal coordinates were established by autonomous hand held GPS
 DM7591.observations and have an estimated accuracy of +/- 10 meters.
 DM7591.
 DM7591.The orthometric height was determined by differential leveling and
 DM7591.adjusted in November 2011.
 DM7591
 DM7591.The dynamic height is computed by dividing the NAVD 88
 DM7591.geopotential number by the normal gravity value computed on the
 DM7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7591.degrees latitude (g = 980.6199 gals.).
 DM7591
 DM7591.The modeled gravity was interpolated from observed gravity values.
 DM7591
 DM7591;                    North         East    Units  Estimated Accuracy
 DM7591;SPC MN C     -   303,572.      605,735.      MT  (+/- 10 meters HH2 GPS)
 DM7591
 DM7591                          SUPERSEDED SURVEY CONTROL
 DM7591
 DM7591.No superseded survey control is available for this station.
 DM7591
 DM7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6821185681(NAD 83)
 DM7591
 DM7591_MARKER: DD = SURVEY DISK
 DM7591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7591_SP_SET: BRIDGE ABUTMENT
 DM7591_STAMPING: 1406 W 1 1978
 DM7591_MARK LOGO: MNDT  
 DM7591_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7591+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM7591
 DM7591  HISTORY     - Date     Condition        Report By
 DM7591  HISTORY     - 20090401 MONUMENTED       MNDT
 DM7591
 DM7591                          STATION DESCRIPTION
 DM7591
 DM7591'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM7591'THE MARK IS 3.3 MI (5.3 KM) SOUTHWEST OF MOORHEAD.
 DM7591' 
 DM7591'2.95 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM7591'HIGHWAY 74 AND INTERSTATE HIGHWAY 94 IN MOORHEAD TO TRUNK HIGHWAY 75
 DM7591'MILE POINT 245.40, THENCE 1.35 MI (2.2 KM) WEST ON COUNTY ROAD 12 IN
 DM7591'ABUTMENT IN SOUTHEAST CORNER OF COUNTY ROAD 12 BRIDGE NUMBER 14510
 DM7591'OVER RED RIVER.
 DM7591' 
 DM7591'IT IS 32.0 FT (9.8 M) SOUTH OF COUNTY ROAD 12 DISK SET IN A DRILL HOLE
 DM7591'WHEN USED IN 2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1817 ***********************************************************************
 DM1817  DESIGNATION -  1406 X
 DM1817  PID         -  DM1817
 DM1817  STATE/COUNTY-  MN/CLAY
 DM1817  COUNTRY     -  US
 DM1817  USGS QUAD   -  FARGO SOUTH (1993)
 DM1817
 DM1817                         *CURRENT SURVEY CONTROL
 DM1817  ______________________________________________________________________
 DM1817* NAD 83(2007) POSITION- 46 47 19.76299(N) 096 46 05.02311(W)   ADJUSTED  
 DM1817* NAD 83(2007) ELLIP HT-   250.631 (meters)        (01/24/11)   ADJUSTED
 DM1817* NAD 83(2007) EPOCH   -  2002.00
 DM1817* NAVD 88 ORTHO HEIGHT -   277.202  (meters)     909.45  (feet) ADJUSTED  
 DM1817  ______________________________________________________________________
 DM1817  NAD 83(2007) X  -   -515,595.618 (meters)                     COMP
 DM1817  NAD 83(2007) Y  - -4,344,511.420 (meters)                     COMP
 DM1817  NAD 83(2007) Z  -  4,625,905.066 (meters)                     COMP
 DM1817  LAPLACE CORR    -         -1.58  (seconds)                    DEFLEC09
 DM1817  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM1817  DYNAMIC HEIGHT  -        277.221 (meters)      909.52  (feet) COMP
 DM1817  MODELED GRAVITY -    980,676.4   (mgal)                       NAVD 88
 DM1817
 DM1817  HORZ ORDER      -  FIRST
 DM1817  VERT ORDER      -  SECOND    CLASS I
 DM1817  ELLP ORDER      -  FIRST     CLASS II
 DM1817
 DM1817.The horizontal coordinates were established by GPS observations
 DM1817.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1817
 DM1817.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1817.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1817
 DM1817.The horizontal coordinates are valid at the epoch date displayed above
 DM1817.which is a decimal equivalence of Year/Month/Day.
 DM1817
 DM1817.The orthometric height was determined by differential leveling and
 DM1817.adjusted in November 2011.
 DM1817
 DM1817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1817
 DM1817.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1817
 DM1817.The ellipsoidal height was determined by GPS observations
 DM1817.and is referenced to NAD 83.
 DM1817
 DM1817.The dynamic height is computed by dividing the NAVD 88
 DM1817.geopotential number by the normal gravity value computed on the
 DM1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1817.degrees latitude (g = 980.6199 gals.).
 DM1817
 DM1817.The modeled gravity was interpolated from observed gravity values.
 DM1817
 DM1817. The following values were computed from the NAD 83(2007) position.
 DM1817
 DM1817;                    North         East     Units Scale Factor Converg.
 DM1817;SPC MN C     -   301,880.526   607,774.356   MT  0.99995339   -1 49 17.5
 DM1817;SPC MN C     -   990,419.69  1,994,006.37   sFT  0.99995339   -1 49 17.5
 DM1817;UTM  14      - 5,184,116.049   670,349.152   MT  0.99995668   +1 37 37.6
 DM1817
 DM1817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1817!SPC MN C     -   0.99996071  x   0.99995339  =   0.99991411
 DM1817!UTM  14      -   0.99996071  x   0.99995668  =   0.99991740
 DM1817
 DM1817:                Primary Azimuth Mark                     Grid Az
 DM1817:SPC MN C     -  1406 W                                   003 25 43.4
 DM1817:UTM  14      -  1406 W                                   359 58 48.3
 DM1817
 DM1817|---------------------------------------------------------------------|
 DM1817| PID    Reference Object                     Distance      Geod. Az  |
 DM1817|                                                           dddmmss.s |
 DM1817| DM1816 1406 W                              APPROX. 1.7 KM 0013625.9 |
 DM1817|---------------------------------------------------------------------|
 DM1817
 DM1817                          SUPERSEDED SURVEY CONTROL
 DM1817
 DM1817  NAVD 88 (01/24/11)  277.20   (m)          909.4    (f) LEVELING    3  
 DM1817
 DM1817.Superseded values are not recommended for survey control.
 DM1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1817.See file dsdata.txt to determine how the superseded data were derived.
 DM1817
 DM1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7034984116(NAD 83)
 DM1817
 DM1817_MARKER: I = METAL ROD
 DM1817_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1817_STAMPING: 1406 X 2009
 DM1817_MARK LOGO: MNDT  
 DM1817_PROJECTION: FLUSH
 DM1817_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1817+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1817_ROD/PIPE-DEPTH: 15.2 meters
 DM1817
 DM1817  HISTORY     - Date     Condition        Report By
 DM1817  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1817
 DM1817                          STATION DESCRIPTION
 DM1817
 DM1817'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1817'THE MARK IS 4.0 MILES SOUTH OF MOORHEAD, 4.0 MILES SOUTH ALONG TRUNK
 DM1817'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 74 AND INTERSTATE HIGHWAY 94
 DM1817'IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 244.35, 73.0 FEET WEST OF
 DM1817'TRUNK HIGHWAY 75, 77.0 FEET SOUTH OF COUNTY ROAD 67 (70 AVENUE SOUTH),
 DM1817'8.3 FEET NORTH OF CABLE BOX, 24.0 FEET SOUTH OF EAST POST OF NOKKEN
 DM1817'FARM SIGN. 2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1818 ***********************************************************************
 DM1818  DESIGNATION -  1406 Y
 DM1818  PID         -  DM1818
 DM1818  STATE/COUNTY-  MN/CLAY
 DM1818  COUNTRY     -  US
 DM1818  USGS QUAD   -  HICKSON (1979)
 DM1818
 DM1818                         *CURRENT SURVEY CONTROL
 DM1818  ______________________________________________________________________
 DM1818* NAD 83(2007) POSITION- 46 44 44.29796(N) 096 46 05.67636(W)   ADJUSTED  
 DM1818* NAD 83(2007) ELLIP HT-   251.731 (meters)        (01/24/11)   ADJUSTED
 DM1818* NAD 83(2007) EPOCH   -  2002.00
 DM1818* NAVD 88 ORTHO HEIGHT -   278.277  (meters)     912.98  (feet) ADJUSTED  
 DM1818  ______________________________________________________________________
 DM1818  NAD 83(2007) X  -   -516,021.695 (meters)                     COMP
 DM1818  NAD 83(2007) Y  - -4,347,983.967 (meters)                     COMP
 DM1818  NAD 83(2007) Z  -  4,622,617.440 (meters)                     COMP
 DM1818  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC09
 DM1818  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DM1818  DYNAMIC HEIGHT  -        278.297 (meters)      913.05  (feet) COMP
 DM1818  MODELED GRAVITY -    980,681.7   (mgal)                       NAVD 88
 DM1818
 DM1818  HORZ ORDER      -  FIRST
 DM1818  VERT ORDER      -  SECOND    CLASS I
 DM1818  ELLP ORDER      -  FIRST     CLASS II
 DM1818
 DM1818.The horizontal coordinates were established by GPS observations
 DM1818.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1818
 DM1818.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1818.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1818
 DM1818.The horizontal coordinates are valid at the epoch date displayed above
 DM1818.which is a decimal equivalence of Year/Month/Day.
 DM1818
 DM1818.The orthometric height was determined by differential leveling and
 DM1818.adjusted in November 2011.
 DM1818
 DM1818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1818
 DM1818.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1818
 DM1818.The ellipsoidal height was determined by GPS observations
 DM1818.and is referenced to NAD 83.
 DM1818
 DM1818.The dynamic height is computed by dividing the NAVD 88
 DM1818.geopotential number by the normal gravity value computed on the
 DM1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1818.degrees latitude (g = 980.6199 gals.).
 DM1818
 DM1818.The modeled gravity was interpolated from observed gravity values.
 DM1818
 DM1818. The following values were computed from the NAD 83(2007) position.
 DM1818
 DM1818;                    North         East     Units Scale Factor Converg.
 DM1818;SPC MN C     -   297,082.943   607,607.908   MT  0.99994770   -1 49 18.0
 DM1818;SPC MN C     -   974,679.62  1,993,460.28   sFT  0.99994770   -1 49 18.0
 DM1818;UTM  14      - 5,179,317.109   670,471.551   MT  0.99995720   +1 37 33.0
 DM1818
 DM1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1818!SPC MN C     -   0.99996054  x   0.99994770  =   0.99990824
 DM1818!UTM  14      -   0.99996054  x   0.99995720  =   0.99991774
 DM1818
 DM1818                          SUPERSEDED SURVEY CONTROL
 DM1818
 DM1818  NAVD 88 (01/24/11)  278.28   (m)          913.0    (f) LEVELING    3  
 DM1818
 DM1818.Superseded values are not recommended for survey control.
 DM1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1818.See file dsdata.txt to determine how the superseded data were derived.
 DM1818
 DM1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7047179317(NAD 83)
 DM1818
 DM1818_MARKER: I = METAL ROD
 DM1818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1818_STAMPING: 1406 Y 2009
 DM1818_MARK LOGO: MNDT  
 DM1818_PROJECTION: RECESSED 5 CENTIMETERS
 DM1818_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1818+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1818_ROD/PIPE-DEPTH:  9.1 meters
 DM1818
 DM1818  HISTORY     - Date     Condition        Report By
 DM1818  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1818
 DM1818                          STATION DESCRIPTION
 DM1818
 DM1818'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1818'THE MARK IS 6.95 MILES SOUTH OF MOORHEAD, 7.0 MILES SOUTH ALONG TRUNK
 DM1818'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 74 AND INTERSTATE HIGHWAY 94
 DM1818'IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 241.35, 76 FEET WEST OF
 DM1818'TRUNK HIGHWAY 75, 38.7 FEET NORTH OF COUNTY ROAD 65(100 AVENUE
 DM1818'SOUTH),4 FEET EAST OF RIGHT OF WAY POST, 5.4 FEET EAST OF CABLE BOX
 DM1818'NUMBER SPL NLY. 1.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1819 ***********************************************************************
 DM1819  DESIGNATION -  1406 Z
 DM1819  PID         -  DM1819
 DM1819  STATE/COUNTY-  MN/CLAY
 DM1819  COUNTRY     -  US
 DM1819  USGS QUAD   -  HICKSON (1979)
 DM1819
 DM1819                         *CURRENT SURVEY CONTROL
 DM1819  ______________________________________________________________________
 DM1819* NAD 83(2007) POSITION- 46 43 53.98923(N) 096 45 28.20353(W)   ADJUSTED  
 DM1819* NAD 83(2007) ELLIP HT-   251.765 (meters)        (01/24/11)   ADJUSTED
 DM1819* NAD 83(2007) EPOCH   -  2002.00
 DM1819* NAVD 88 ORTHO HEIGHT -   278.294  (meters)     913.04  (feet) ADJUSTED  
 DM1819  ______________________________________________________________________
 DM1819  NAD 83(2007) X  -   -515,364.907 (meters)                     COMP
 DM1819  NAD 83(2007) Y  - -4,349,201.165 (meters)                     COMP
 DM1819  NAD 83(2007) Z  -  4,621,552.766 (meters)                     COMP
 DM1819  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC09
 DM1819  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DM1819  DYNAMIC HEIGHT  -        278.316 (meters)      913.11  (feet) COMP
 DM1819  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 DM1819
 DM1819  HORZ ORDER      -  FIRST
 DM1819  VERT ORDER      -  SECOND    CLASS I
 DM1819  ELLP ORDER      -  FIRST     CLASS II
 DM1819
 DM1819.The horizontal coordinates were established by GPS observations
 DM1819.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1819
 DM1819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1819.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1819
 DM1819.The horizontal coordinates are valid at the epoch date displayed above
 DM1819.which is a decimal equivalence of Year/Month/Day.
 DM1819
 DM1819.The orthometric height was determined by differential leveling and
 DM1819.adjusted in November 2011.
 DM1819
 DM1819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1819
 DM1819.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1819
 DM1819.The ellipsoidal height was determined by GPS observations
 DM1819.and is referenced to NAD 83.
 DM1819
 DM1819.The dynamic height is computed by dividing the NAVD 88
 DM1819.geopotential number by the normal gravity value computed on the
 DM1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1819.degrees latitude (g = 980.6199 gals.).
 DM1819
 DM1819.The modeled gravity was interpolated from observed gravity values.
 DM1819
 DM1819. The following values were computed from the NAD 83(2007) position.
 DM1819
 DM1819;                    North         East     Units Scale Factor Converg.
 DM1819;SPC MN C     -   295,505.071   608,353.714   MT  0.99994598   -1 48 50.9
 DM1819;SPC MN C     -   969,502.89  1,995,907.14   sFT  0.99994598   -1 48 50.9
 DM1819;UTM  14      - 5,177,786.919   671,310.896   MT  0.99996073   +1 37 58.9
 DM1819
 DM1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1819!SPC MN C     -   0.99996054  x   0.99994598  =   0.99990652
 DM1819!UTM  14      -   0.99996054  x   0.99996073  =   0.99992127
 DM1819
 DM1819                          SUPERSEDED SURVEY CONTROL
 DM1819
 DM1819  NAVD 88 (01/24/11)  278.30   (m)          913.1    (f) LEVELING    3  
 DM1819
 DM1819.Superseded values are not recommended for survey control.
 DM1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1819.See file dsdata.txt to determine how the superseded data were derived.
 DM1819
 DM1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7131077786(NAD 83)
 DM1819
 DM1819_MARKER: I = METAL ROD
 DM1819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1819_STAMPING: 1406 Z 2009
 DM1819_MARK LOGO: MNDT  
 DM1819_PROJECTION: RECESSED 8 CENTIMETERS
 DM1819_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1819+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM1819_ROD/PIPE-DEPTH: 12.2 meters
 DM1819
 DM1819  HISTORY     - Date     Condition        Report By
 DM1819  HISTORY     - 20090930 MONUMENTED       MNDT
 DM1819
 DM1819                          STATION DESCRIPTION
 DM1819
 DM1819'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1819'THE MARK IS 5.1 MILES NORTH OF COMSTOCK, 5.0 MILES NORTH ALONG TRUNK
 DM1819'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 2 (0.5
 DM1819'MILE WEST OF COMSTOCK), AT TRUNK HIGHWAY 75 MILEPOINT 240.25, 65.9
 DM1819'FEET EAST OF TRUNK HIGHWAY 75, 62.2 FEET NORTH OF COUNTY ROAD 8, 5.11
 DM1819'FEET WEST OF THE SOUTH WEST CORNER OF CABLE BOX NUMBER KVA 10, 6.4
 DM1819'FEET NORTH OF CABLE BOX POST, 1.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7589 ***********************************************************************
 DM7589  DESIGNATION -  1406 Z 1
 DM7589  PID         -  DM7589
 DM7589  STATE/COUNTY-  MN/CLAY
 DM7589  COUNTRY     -  US
 DM7589  USGS QUAD   -  HICKSON (1979)
 DM7589
 DM7589                         *CURRENT SURVEY CONTROL
 DM7589  ______________________________________________________________________
 DM7589* NAD 83(1986) POSITION- 46 43 51.64   (N) 096 47 00.09   (W)   HD_HELD1  
 DM7589* NAVD 88 ORTHO HEIGHT -   278.743  (meters)     914.51  (feet) ADJUSTED  
 DM7589  ______________________________________________________________________
 DM7589  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DM7589  DYNAMIC HEIGHT  -        278.765 (meters)      914.58  (feet) COMP
 DM7589  MODELED GRAVITY -    980,684.6   (mgal)                       NAVD 88
 DM7589
 DM7589  VERT ORDER      -  SECOND    CLASS I
 DM7589
 DM7589.The horizontal coordinates were established by differentially corrected
 DM7589.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM7589.
 DM7589.The orthometric height was determined by differential leveling and
 DM7589.adjusted in November 2011.
 DM7589
 DM7589.The dynamic height is computed by dividing the NAVD 88
 DM7589.geopotential number by the normal gravity value computed on the
 DM7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7589.degrees latitude (g = 980.6199 gals.).
 DM7589
 DM7589.The modeled gravity was interpolated from observed gravity values.
 DM7589
 DM7589;                    North         East    Units  Estimated Accuracy
 DM7589;SPC MN C     -   295,494.6     606,401.5     MT  (+/- 3 meters HH1 GPS) 
 DM7589
 DM7589                          SUPERSEDED SURVEY CONTROL
 DM7589
 DM7589.No superseded survey control is available for this station.
 DM7589
 DM7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6936277659(NAD 83)
 DM7589
 DM7589_MARKER: DB = BENCH MARK DISK
 DM7589_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM7589+WITH SETTING: PAVEMENT
 DM7589_SP_SET: BRIDGE DECK
 DM7589_STAMPING: 1406 Z 1 1971
 DM7589_MARK LOGO: MNDT  
 DM7589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7589+STABILITY: SURFACE MOTION
 DM7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7589+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM7589
 DM7589  HISTORY     - Date     Condition        Report By
 DM7589  HISTORY     - 19710401 MONUMENTED       MNDT
 DM7589  HISTORY     - 20090401 GOOD             MNDT
 DM7589
 DM7589                          STATION DESCRIPTION
 DM7589
 DM7589'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DM7589'THE MARK IS 5.3 MI (8.5 KM) NORTHWEST OF COMSTOCK.
 DM7589' 
 DM7589'5.0 MILES NORTH ALONG TRUNK HIGHWAY 75  FROM THE JUNCTION OF TRUNK
 DM7589'HIGHWAY 75 AND COUNTY ROAD 2 TO TRUNK HIGHWAY 75 MILE POINT 240.25.
 DM7589' 
 DM7589'IT IS 1.2 MI (1.9 KM) WEST ON COUNTY ROAD 8, IN BRIDGE DECK IN
 DM7589'NORTHEAST CORNER OF COUNTY ROAD 8 BRIDGE NUMBER 14503 OVER RED RIVER,
 DM7589'17.0 FT (5.2 M) NORTH OF COUNTY ROAD 8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8768 ***********************************************************************
 DF8768  DESIGNATION -  1407 AC
 DF8768  PID         -  DF8768
 DF8768  STATE/COUNTY-  MN/CLAY
 DF8768  COUNTRY     -  US
 DF8768  USGS QUAD   -  GEORGETOWN (1963)
 DF8768
 DF8768                         *CURRENT SURVEY CONTROL
 DF8768  ______________________________________________________________________
 DF8768* NAD 83(1986) POSITION- 47 00 21.6    (N) 096 45 34.9    (W)   HD_HELD2  
 DF8768* NAVD 88 ORTHO HEIGHT -   271.371  (meters)     890.32  (feet) ADJUSTED  
 DF8768  ______________________________________________________________________
 DF8768  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DF8768  DYNAMIC HEIGHT  -        271.404 (meters)      890.43  (feet) COMP
 DF8768  MODELED GRAVITY -    980,727.3   (mgal)                       NAVD 88
 DF8768
 DF8768  VERT ORDER      -  SECOND    CLASS I
 DF8768
 DF8768.The horizontal coordinates were established by autonomous hand held GPS
 DF8768.observations and have an estimated accuracy of +/- 10 meters.
 DF8768.
 DF8768.The orthometric height was determined by differential leveling and
 DF8768.adjusted in April 2004.
 DF8768
 DF8768.The dynamic height is computed by dividing the NAVD 88
 DF8768.geopotential number by the normal gravity value computed on the
 DF8768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8768.degrees latitude (g = 980.6199 gals.).
 DF8768
 DF8768.The modeled gravity was interpolated from observed gravity values.
 DF8768
 DF8768;                    North         East    Units  Estimated Accuracy
 DF8768;SPC MN C     -   325,991.      609,178.      MT  (+/- 10 meters HH2 GPS)
 DF8768
 DF8768                          SUPERSEDED SURVEY CONTROL
 DF8768
 DF8768.No superseded survey control is available for this station.
 DF8768
 DF8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7029808266(NAD 83)
 DF8768
 DF8768_MARKER: DD = SURVEY DISK
 DF8768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8768_STAMPING: 1407 AC 2002
 DF8768_MARK LOGO: MNDT  
 DF8768_PROJECTION: RECESSED 5 CENTIMETERS
 DF8768_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF8768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8768+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2011
 DF8768_ROD/PIPE-DEPTH: 22.9 meters
 DF8768
 DF8768  HISTORY     - Date     Condition        Report By
 DF8768  HISTORY     - 20020415 MONUMENTED       MNDT
 DF8768  HISTORY     - 20110816 GOOD             AE
 DF8768
 DF8768                          STATION DESCRIPTION
 DF8768
 DF8768'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8768'THE MARK IS 1.4 MI (2.3 KM) NNW OF KRAGNES, 9.1 MI (14.6 KM) NORTH
 DF8768'ALONG TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP
 DF8768'260.5, 189 FT (57.6 M) ENE OF TH 75, 34.5 FT (10.5 M) SOUTH OF CO RD
 DF8768'99 (110TH AVE N) , 30.0 FT (9.1 M) EAST OF P-POLE, 16 FT (4.9 M) WEST
 DF8768'OF FIELD ENT, 9.7 FT (3.0 M) EAST OF WIT POST, RECESSED 2 INCHES,
 DF8768'MAGNETIC AND SUITABLE FOR GPS.
 DF8768
 DF8768                          STATION RECOVERY (2011)
 DF8768
 DF8768'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2011 (NMH)
 DF8768'THE STATION IS LOCATED ABOUT 19.4 KM (12.1 MI) SOUTH OF PERLEY, 15.0
 DF8768'KM (9.3 MI) NORTH-NORTHWEST OF DILWORTH AND 8.6 KM (5.3 MI)
 DF8768'SOUTH-SOUTHEAST OF GEORGETOWN.
 DF8768' 
 DF8768'1.4 MILES NORTH-NORTHWEST OF KRAGNES, 9.1 MI (14.6 KM) NORTH ALONG
 DF8768'TRUNK HIGHWAY 75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DF8768'HIGHWAY 10 IN MOORHEAD, AT TRUNK HIGHWAY 75 MILE POINT 260.5, 189 FT
 DF8768'(57.6 M) EAST-NORTHEAST OF TRUNK HIGHWAY 75, 34 FT (10.4 M) SOUTH OF
 DF8768'COUNTY ROAD 99 30.0 FT (9.1 M) EAST OF POWER POLE, 16 FT (4.9 M) WEST
 DF8768'OF A FIELD ENTRANCE, 9.7 FT (3.0 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8769 ***********************************************************************
 DF8769  DESIGNATION -  1407 AD
 DF8769  PID         -  DF8769
 DF8769  STATE/COUNTY-  MN/CLAY
 DF8769  COUNTRY     -  US
 DF8769  USGS QUAD   -  GEORGETOWN (1963)
 DF8769
 DF8769                         *CURRENT SURVEY CONTROL
 DF8769  ______________________________________________________________________
 DF8769* NAD 83(1986) POSITION- 47 01 14.6    (N) 096 46 06.4    (W)   HD_HELD2  
 DF8769* NAVD 88 ORTHO HEIGHT -   271.039  (meters)     889.23  (feet) ADJUSTED  
 DF8769  ______________________________________________________________________
 DF8769  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DF8769  DYNAMIC HEIGHT  -        271.072 (meters)      889.34  (feet) COMP
 DF8769  MODELED GRAVITY -    980,727.8   (mgal)                       NAVD 88
 DF8769
 DF8769  VERT ORDER      -  SECOND    CLASS I
 DF8769
 DF8769.The horizontal coordinates were established by autonomous hand held GPS
 DF8769.observations and have an estimated accuracy of +/- 10 meters.
 DF8769.
 DF8769.The orthometric height was determined by differential leveling and
 DF8769.adjusted in April 2004.
 DF8769
 DF8769.The dynamic height is computed by dividing the NAVD 88
 DF8769.geopotential number by the normal gravity value computed on the
 DF8769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8769.degrees latitude (g = 980.6199 gals.).
 DF8769
 DF8769.The modeled gravity was interpolated from observed gravity values.
 DF8769
 DF8769;                    North         East    Units  Estimated Accuracy
 DF8769;SPC MN C     -   327,648.      608,565.      MT  (+/- 10 meters HH2 GPS)
 DF8769
 DF8769                          SUPERSEDED SURVEY CONTROL
 DF8769
 DF8769.No superseded survey control is available for this station.
 DF8769
 DF8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6958609883(NAD 83)
 DF8769
 DF8769_MARKER: DD = SURVEY DISK
 DF8769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8769_STAMPING: 1407 AD 2002
 DF8769_MARK LOGO: MNDT  
 DF8769_PROJECTION: RECESSED 13 CENTIMETERS
 DF8769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8769+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 DF8769_ROD/PIPE-DEPTH: 12.2 meters
 DF8769
 DF8769  HISTORY     - Date     Condition        Report By
 DF8769  HISTORY     - 2002     MONUMENTED       MNDT
 DF8769  HISTORY     - 20110819 GOOD             AE
 DF8769
 DF8769                          STATION DESCRIPTION
 DF8769
 DF8769'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8769'THE MARK IS 2.4 MI (3.9 KM) NW OF KRAGNES, 10.2 MI (16.4 KM) NORTH
 DF8769'ALONG TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD TO TH 75 MP
 DF8769'261.6, THENCE 150 FT (45.7 M) WEST ON 120TH AVE N, 203.7 FT (62.1 M)
 DF8769'WSW OF TH 75, 27.5 FT (8.4 M) NORTH OF 120TH AVE N, 80.5 FT (24.5 M)
 DF8769'NW OF R/R CROSSING SIGN POST, 72.0 FT (21.9 M) WSW OF WEST RAIL OF
 DF8769'TRACKS, 16 FT (4.9 M) EAST OF FIELD ENT, 9.9 FT (3.0 M) WEST OF WIT
 DF8769'POST, RECESSED 5 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DF8769
 DF8769                          STATION RECOVERY (2011)
 DF8769
 DF8769'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2011 (NMH)
 DF8769'RECOVERED BY ANDERSON ENGINEERING OF MN (2011) (NMH)
 DF8769'THE MARK IS 2.4 MI (3.9 KM) NW OF KRAGNES, 10.2 MI (16.4 KM) NORTH
 DF8769'ALONG TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD TO TH 75 MP
 DF8769'261.6, THENCE 150 FT (45.7 M) WEST ON 120TH AVE N, 203.7 FT (62.1 M)
 DF8769'WSW OF TH 75, 27.5 FT (8.4 M) NORTH OF 120TH AVE N, 80.5 FT (24.5 M)
 DF8769'NW OF R/R CROSSING SIGN POST, 72.0 FT (21.9 M) WSW OF WEST RAIL OF
 DF8769'TRACKS, 16 FT (4.9 M) EAST OF FIELD ENT, 9.9 FT (3.0 M) WEST OF WIT
 DF8769'WIT POST, RECESSED 5 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DF8769' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5238 ***********************************************************************
 DE5238  FBN         -  This is a Federal Base Network Control Station.
 DE5238  DESIGNATION -  1407 J
 DE5238  PID         -  DE5238
 DE5238  STATE/COUNTY-  MN/CLAY
 DE5238  COUNTRY     -  US
 DE5238  USGS QUAD   -  GEORGETOWN (1963)
 DE5238
 DE5238                         *CURRENT SURVEY CONTROL
 DE5238  ______________________________________________________________________
 DE5238* NAD 83(2007) POSITION- 47 02 06.35196(N) 096 46 30.46131(W)   ADJUSTED  
 DE5238* NAD 83(2007) ELLIP HT-   243.646 (meters)        (02/10/07)   ADJUSTED
 DE5238* NAD 83(2007) EPOCH   -  2002.00
 DE5238* NAVD 88 ORTHO HEIGHT -   269.950  (meters)     885.66  (feet) ADJUSTED  
 DE5238  ______________________________________________________________________
 DE5238  NAD 83(2007) X  -   -513,771.964 (meters)                     COMP
 DE5238  NAD 83(2007) Y  - -4,324,587.538 (meters)                     COMP
 DE5238  NAD 83(2007) Z  -  4,644,603.270 (meters)                     COMP
 DE5238  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 DE5238  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DE5238  DYNAMIC HEIGHT  -        269.983 (meters)      885.77  (feet) COMP
 DE5238  MODELED GRAVITY -    980,728.8   (mgal)                       NAVD 88
 DE5238
 DE5238  VERT ORDER      -  SECOND    CLASS I
 DE5238
 DE5238  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5238  Type                                         Horiz  Ellip  Dist(km)
 DE5238  -------------------------------------------------------------------
 DE5238  NETWORK                                       0.58   0.63
 DE5238  -------------------------------------------------------------------
 DE5238  MEDIAN LOCAL ACCURACY AND DIST (039 points)   0.66   0.74     81.73
 DE5238  -------------------------------------------------------------------
 DE5238  NOTE: Click here for information on individual local accuracy
 DE5238  values and other accuracy information.
 DE5238
 DE5238
 DE5238.The horizontal coordinates were established by GPS observations
 DE5238.and adjusted by the National Geodetic Survey in February 2007.
 DE5238
 DE5238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5238.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5238
 DE5238.The horizontal coordinates are valid at the epoch date displayed above
 DE5238.which is a decimal equivalence of Year/Month/Day.
 DE5238
 DE5238.The orthometric height was determined by differential leveling and
 DE5238.adjusted in April 2004.
 DE5238
 DE5238.Photographs are available for this station.
 DE5238
 DE5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5238
 DE5238.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5238
 DE5238.The ellipsoidal height was determined by GPS observations
 DE5238.and is referenced to NAD 83.
 DE5238
 DE5238.The dynamic height is computed by dividing the NAVD 88
 DE5238.geopotential number by the normal gravity value computed on the
 DE5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5238.degrees latitude (g = 980.6199 gals.).
 DE5238
 DE5238.The modeled gravity was interpolated from observed gravity values.
 DE5238
 DE5238. The following values were computed from the NAD 83(2007) position.
 DE5238
 DE5238;                    North         East     Units Scale Factor Converg.
 DE5238;SPC MN C     -   329,261.207   608,107.788   MT  0.99999678   -1 49 35.9
 DE5238;SPC MN C     - 1,080,251.14  1,995,100.30   sFT  0.99999678   -1 49 35.9
 DE5238;UTM  14      - 5,211,466.593   669,033.403   MT  0.99995117   +1 37 42.5
 DE5238
 DE5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5238!SPC MN C     -   0.99996181  x   0.99999678  =   0.99995859
 DE5238!UTM  14      -   0.99996181  x   0.99995117  =   0.99991298
 DE5238
 DE5238|---------------------------------------------------------------------|
 DE5238| PID    Reference Object                     Distance      Geod. Az  |
 DE5238|                                                           dddmmss.s |
 DE5238| SL1532 BUFF                                 69.783 METERS 29544     |
 DE5238|---------------------------------------------------------------------|
 DE5238
 DE5238                          SUPERSEDED SURVEY CONTROL
 DE5238
 DE5238  NAD 83(1996)-  47 02 06.35141(N)    096 46 30.46111(W) AD(       ) B
 DE5238  ELLIP H (05/28/02)  243.655  (m)                       GP(       ) 3 2
 DE5238  NAVD 88 (09/16/04)  269.95   (m)          885.7    (f) LEVELING    3  
 DE5238  NAVD 88 (05/28/02)  269.9    (m)  GEOID99 model used   GPS OBS        
 DE5238
 DE5238.Superseded values are not recommended for survey control.
 DE5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5238.See file dsdata.txt to determine how the superseded data were derived.
 DE5238
 DE5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6903311466(NAD 83)
 DE5238
 DE5238_MARKER: DB = BENCH MARK DISK
 DE5238_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DE5238_STAMPING: 1407 J 1953
 DE5238_MARK LOGO: MNHD  
 DE5238_PROJECTION: FLUSH
 DE5238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE5238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5238+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2011
 DE5238
 DE5238  HISTORY     - Date     Condition        Report By
 DE5238  HISTORY     - 19530401 MONUMENTED       MNHD
 DE5238  HISTORY     - 200111   GOOD             MNDT
 DE5238  HISTORY     - 20020415 GOOD             MNDT
 DE5238  HISTORY     - 20040209 GOOD             MNDT
 DE5238  HISTORY     - 20040809 GOOD             MNDT
 DE5238  HISTORY     - 20060131 GOOD             MNDT
 DE5238  HISTORY     - 20081120 GOOD             MNDT
 DE5238  HISTORY     - 20081120 GOOD             MNDT
 DE5238  HISTORY     - 20101013 GOOD             WOOLPT
 DE5238  HISTORY     - 20101021 GOOD             WOOLPT
 DE5238  HISTORY     - 20110209 GOOD             INDIV
 DE5238  HISTORY     - 20110819 GOOD             AE
 DE5238
 DE5238                          STATION DESCRIPTION
 DE5238
 DE5238'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5238'STATION IS LOCATED 2.9 MI SOUTH OF GEORGETOWN, MN IN THE SE 1/4
 DE5238'SEC 8, T141N, R48W.
 DE5238' 
 DE5238'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND
 DE5238'COUNTY ROAD 34 IN GEORGETOWN, MN, GO 3.1 MI SOUTH ON TH 75 TO THE
 DE5238'STAITON ON THE RIGHT (MP 262.70).
 DE5238' 
 DE5238'MARK IS 101 FT SW OF TH 75, 38.6 FT S OF 130TH AVE N, 22.1 FT NE OF
 DE5238'THE
 DE5238'EAST RAIL OF THE RR TRACKS, 3.4 FT ENE OF A STEEL WITNESS POST.
 DE5238' 
 DE5238'
 DE5238
 DE5238                          STATION RECOVERY (2002)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE5238'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK
 DE5238'PROJECTS 6 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DE5238
 DE5238                          STATION RECOVERY (2004)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.70, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2004)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.70, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2006)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2008)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 DE5238'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE5238'THE MARK IS 3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK
 DE5238'HIGHWAY 75 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2008)
 DE5238
 DE5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DE5238'3.0 MILES SOUTH OF GEORGETOWN, 3.1 MILES SOUTH ALONG TRUNK HIGHWAY 75
 DE5238'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 34 IN
 DE5238'GEORGETOWN, AT TRUNK HIGHWAY 75 MILEPOINT 262.65, 101 FEET SOUTHWEST
 DE5238'OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF 130 AVENUE NORTH, 22.1 FEET
 DE5238'NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4 FEET EAST-NORTHEAST OF
 DE5238'WITNESS POST.
 DE5238
 DE5238                          STATION RECOVERY (2010)
 DE5238
 DE5238'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DE5238'THE MARK IS A PRIMARY PROJECT CONTROL POINT (PPCP) FOR HARWOOD LEVEE
 DE5238'PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE 05060400.
 DE5238'THE MARK IS 85.66 FEET ABOVE ZERO GAGE REFERENCE POINT AT SHEYENNE
 DE5238'RIVER AT HARWOOD, ND.
 DE5238'THE MARK IS 0.18 FEET ABOVE NGVD29 AT SHEYENNE RIVER AT HARWOOD, ND.
 DE5238' 
 DE5238'THE MARK IS 11.82 FEET BELOW RM 1, (BASE) BOLT IN DOWNSTREAM MIDDLE
 DE5238'BRIDGERAIL.
 DE5238' 
 DE5238'THE MARK IS 10.62 FEET BELOW RM 2, BOLT IN LEFT UPSTREAM BRIDGERAIL.
 DE5238' 
 DE5238'THE MARK IS 10.90 FEET BELOW RM 3, BOLT IN LEFT DOWNSTREAM BRIDGERAIL.
 DE5238' 
 DE5238' 
 DE5238'THE MARK IS 10.32 FEET BELOW RM 4, NORTH BOLT IN MANHOLE COVER BY DIKE
 DE5238'EAST OF BRIDGE.
 DE5238' 
 DE5238'THE MARK IS 6.97 FEET BELOW RM 5, LAG SCREW IN GREEN ASH TREE, 25 FT
 DE5238'NORTH OF GAGE HOUSE.
 DE5238' 
 DE5238'THE MARK IS 5.79 FEET BELOW RM 6, HEAD OF SOUTHWEST BOLT ON TOP OF
 DE5238'COLLAR OF FIRE PLUG 50 FT EAST OF GAGE HOUSE.
 DE5238
 DE5238                          STATION RECOVERY (2010)
 DE5238
 DE5238'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DE5238'RECOVERED IN GOOD CONDITION.
 DE5238
 DE5238                          STATION RECOVERY (2011)
 DE5238
 DE5238'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 DE5238'RECOVERED AS DESCRIBED
 DE5238
 DE5238                          STATION RECOVERY (2011)
 DE5238
 DE5238'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2011 (NMH)
 DE5238'RECOVERED BY ANDERSON ENGINEERING OF MN (2011) (NMH)
 DE5238'MARK IS 3.0 MILES SOUTH OF GEORGETOWN ALONG HIGHWAY 75 FROM THE
 DE5238'INTERSECTION OF HIGHWAY 75 AND COUNTY ROAD 34,  AT MILE MARKER 262.7.
 DE5238'MARK IS 101 FEET SOUTHWEST OF TRUNK HIGHWAY 75, 38.6 FEET SOUTH OF
 DE5238'130TH AVE N, 22.1 FEET NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, 3.4
 DE5238'FEET EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4391 ***********************************************************************
 DN4391  DESIGNATION -  1407 M RESET 1995
 DN4391  PID         -  DN4391
 DN4391  STATE/COUNTY-  MN/CLAY
 DN4391  COUNTRY     -  US
 DN4391  USGS QUAD   -  GEORGETOWN (1963)
 DN4391
 DN4391                         *CURRENT SURVEY CONTROL
 DN4391  ______________________________________________________________________
 DN4391* NAD 83(1986) POSITION- 47 04 29.7    (N) 096 47 32.9    (W)   HD_HELD2  
 DN4391* NAVD 88 ORTHO HEIGHT -   270.643  (meters)     887.93  (feet) ADJUSTED  
 DN4391  ______________________________________________________________________
 DN4391  GEOID HEIGHT    -        -26.26  (meters)                     GEOID09
 DN4391  DYNAMIC HEIGHT  -        270.677 (meters)      888.05  (feet) COMP
 DN4391  MODELED GRAVITY -    980,733.4   (mgal)                       NAVD 88
 DN4391
 DN4391  VERT ORDER      -  SECOND    CLASS I
 DN4391
 DN4391.The horizontal coordinates were established by autonomous hand held GPS
 DN4391.observations and have an estimated accuracy of +/- 10 meters.
 DN4391.
 DN4391.The orthometric height was determined by differential leveling and
 DN4391.adjusted in November 2011.
 DN4391
 DN4391.The dynamic height is computed by dividing the NAVD 88
 DN4391.geopotential number by the normal gravity value computed on the
 DN4391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4391.degrees latitude (g = 980.6199 gals.).
 DN4391
 DN4391.The modeled gravity was interpolated from observed gravity values.
 DN4391
 DN4391;                    North         East    Units  Estimated Accuracy
 DN4391;SPC MN C     -   333,728.      606,932.      MT  (+/- 10 meters HH2 GPS)
 DN4391
 DN4391                          SUPERSEDED SURVEY CONTROL
 DN4391
 DN4391.No superseded survey control is available for this station.
 DN4391
 DN4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6759015854(NAD 83)
 DN4391
 DN4391_MARKER: DD = SURVEY DISK
 DN4391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4391_SP_SET: ABUTMENT
 DN4391_STAMPING: 1407 M RESET 1995
 DN4391_MARK LOGO: MNDT  
 DN4391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4391+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2011
 DN4391
 DN4391  HISTORY     - Date     Condition        Report By
 DN4391  HISTORY     - 1995     MONUMENTED       MNDT
 DN4391  HISTORY     - 20110816 GOOD             AE
 DN4391
 DN4391                          STATION DESCRIPTION
 DN4391
 DN4391'DESCRIBED BY ANDERSON ENGINEERING OF MINNESOTA 2011 (NMH)
 DN4391'THE STATION IS LOCATED ABOUT 21.8 KM (13.5 MI) WEST OF FELTON, 11.5 KM
 DN4391'(7.1 MI) SOUTH OF PERLEY AND IN THE TOWN OF GEORGETOWN, MINNESOTA.
 DN4391' 
 DN4391'AT GEORGETOWN, AT TRUNK HIGHWAY 75 STATION 890+22, ALONG SOUTHEAST
 DN4391'BRIDGE RAILING, BRIDGE NUMBER 14011, 22.3 FT (6.8 M) EAST OF TRUNK
 DN4391'HIGHWAY 75, 26.3 FT (8.0 M) NORTH OF THE SOUTHEAST CORNER OF BRIDGE,
 DN4391'DISK IS SET IN A CONCRETE FOOTING PAST EXPANSION JOINT NOT IN RAILING
 DN4391'ON ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4113 ***********************************************************************
 DI4113  DESIGNATION -  1407 R
 DI4113  PID         -  DI4113
 DI4113  STATE/COUNTY-  MN/CLAY
 DI4113  COUNTRY     -  US
 DI4113  USGS QUAD   -  PERLEY (1963)
 DI4113
 DI4113                         *CURRENT SURVEY CONTROL
 DI4113  ______________________________________________________________________
 DI4113* NAD 83(2007) POSITION- 47 09 01.42519(N) 096 47 58.17410(W)   ADJUSTED  
 DI4113* NAD 83(2007) ELLIP HT-   241.033 (meters)        (07/07/11)   ADJUSTED
 DI4113* NAD 83(2007) EPOCH   -  2002.00
 DI4113* NAVD 88 ORTHO HEIGHT -   267.4    (meters)     877.    (feet) GPS OBS   
 DI4113  ______________________________________________________________________
 DI4113  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4113  GEOID HEIGHT    -        -26.33  (meters)                     GEOID03
 DI4113  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 DI4113  NAD 83(2007) X  -   -514,499.099 (meters)                     COMP
 DI4113  NAD 83(2007) Y  - -4,315,043.955 (meters)                     COMP
 DI4113  NAD 83(2007) Z  -  4,653,328.354 (meters)                     COMP
 DI4113  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 DI4113  HORZ ORDER      -  FIRST
 DI4113  ELLP ORDER      -  FOURTH    CLASS I
 DI4113
 DI4113.The horizontal coordinates were established by GPS observations
 DI4113.and adjusted by the National Geodetic Survey in July 2011.
 DI4113
 DI4113.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4113.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4113
 DI4113.The horizontal coordinates are valid at the epoch date displayed above
 DI4113.which is a decimal equivalence of Year/Month/Day.
 DI4113
 DI4113.The orthometric height was determined by GPS observations and a
 DI4113.high-resolution geoid model.
 DI4113
 DI4113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4113
 DI4113.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4113
 DI4113.The ellipsoidal height was determined by GPS observations
 DI4113.and is referenced to NAD 83.
 DI4113
 DI4113. The following values were computed from the NAD 83(2007) position.
 DI4113
 DI4113;                    North         East     Units Scale Factor Converg.
 DI4113;SPC MN C     -   342,132.004   606,669.406   MT  1.00002350   -1 50 39.4
 DI4113;SPC MN C     - 1,122,478.08  1,990,381.21   sFT  1.00002350   -1 50 39.4
 DI4113;UTM  14      - 5,224,226.447   666,821.780   MT  0.99994204   +1 36 49.2
 DI4113
 DI4113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4113!SPC MN C     -   0.99996222  x   1.00002350  =   0.99998572
 DI4113!UTM  14      -   0.99996222  x   0.99994204  =   0.99990426
 DI4113
 DI4113                          SUPERSEDED SURVEY CONTROL
 DI4113
 DI4113  NAD 83(1996)-  47 09 01.42464(N)    096 47 58.17398(W) AD(       ) 1
 DI4113  ELLIP H (03/19/07)  241.063  (m)                       GP(       ) 4 1
 DI4113
 DI4113.Superseded values are not recommended for survey control.
 DI4113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4113.See file dsdata.txt to determine how the superseded data were derived.
 DI4113
 DI4113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT6682124226(NAD 83)
 DI4113
 DI4113_MARKER: DD = SURVEY DISK
 DI4113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4113_STAMPING: 1407 R
 DI4113_MARK LOGO: MNHD  
 DI4113_PROJECTION: PROJECTING 13 CENTIMETERS
 DI4113_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI4113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4113+STABILITY: SURFACE MOTION
 DI4113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4113+SATELLITE: SATELLITE OBSERVATIONS - 1953
 DI4113
 DI4113  HISTORY     - Date     Condition        Report By
 DI4113  HISTORY     - 1953     MONUMENTED       MNHD
 DI4113
 DI4113                          STATION DESCRIPTION
 DI4113
 DI4113'DESCRIBED BY MN HIGHWAY DEPT 1953
 DI4113'2.05 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY
 DI4113'75 AND COUNTY ROAD 39 IN PERLEY, AT NORTH COUNTY LINE, 100 FEET WEST
 DI4113'OF TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 75 STATION 1167+00, AT TRUNK
 DI4113'HIGHWAY 75 MILEPOINT 270.8, 22.8 FEET EAST OF RAIL OF TRACKS, 133.0
 DI4113'FEET SOUTH OF 210TH AVENUE NORTHWEST WEST, 0.7 FEET NORTH-NORTHEAST OF
 DI4113'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8010 ***********************************************************************
 DF8010  DESIGNATION -  1407 S
 DF8010  PID         -  DF8010
 DF8010  STATE/COUNTY-  MN/CLAY
 DF8010  COUNTRY     -  US
 DF8010  USGS QUAD   -  DILWORTH (1976)
 DF8010
 DF8010                         *CURRENT SURVEY CONTROL
 DF8010  ______________________________________________________________________
 DF8010* NAD 83(2007) POSITION- 46 53 18.97402(N) 096 44 45.80905(W)   ADJUSTED  
 DF8010* NAD 83(2007) ELLIP HT-   249.107 (meters)        (01/24/11)   ADJUSTED
 DF8010* NAD 83(2007) EPOCH   -  2002.00
 DF8010* NAVD 88 ORTHO HEIGHT -   275.617  (meters)     904.25  (feet) ADJUSTED  
 DF8010  ______________________________________________________________________
 DF8010  NAD 83(2007) X  -   -512,976.492 (meters)                     COMP
 DF8010  NAD 83(2007) Y  - -4,336,672.634 (meters)                     COMP
 DF8010  NAD 83(2007) Z  -  4,633,492.060 (meters)                     COMP
 DF8010  LAPLACE CORR    -         -2.58  (seconds)                    DEFLEC09
 DF8010  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DF8010  DYNAMIC HEIGHT  -        275.643 (meters)      904.34  (feet) COMP
 DF8010  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 DF8010
 DF8010  HORZ ORDER      -  FIRST
 DF8010  VERT ORDER      -  SECOND    CLASS I
 DF8010  ELLP ORDER      -  FIRST     CLASS II
 DF8010
 DF8010.The horizontal coordinates were established by GPS observations
 DF8010.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8010
 DF8010.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8010.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8010
 DF8010.The horizontal coordinates are valid at the epoch date displayed above
 DF8010.which is a decimal equivalence of Year/Month/Day.
 DF8010
 DF8010.The orthometric height was determined by differential leveling and
 DF8010.adjusted in November 2011.
 DF8010
 DF8010.Photographs are available for this station.
 DF8010
 DF8010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8010
 DF8010.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8010
 DF8010.The ellipsoidal height was determined by GPS observations
 DF8010.and is referenced to NAD 83.
 DF8010
 DF8010.The dynamic height is computed by dividing the NAVD 88
 DF8010.geopotential number by the normal gravity value computed on the
 DF8010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8010.degrees latitude (g = 980.6199 gals.).
 DF8010
 DF8010.The modeled gravity was interpolated from observed gravity values.
 DF8010
 DF8010. The following values were computed from the NAD 83(2007) position.
 DF8010
 DF8010;                    North         East     Units Scale Factor Converg.
 DF8010;SPC MN C     -   312,913.821   609,803.042   MT  0.99996872   -1 48 20.2
 DF8010;SPC MN C     - 1,026,618.09  2,000,662.15   sFT  0.99996872   -1 48 20.2
 DF8010;UTM  14      - 5,195,251.416   671,710.195   MT  0.99996240   +1 38 45.0
 DF8010
 DF8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8010!SPC MN C     -   0.99996095  x   0.99996872  =   0.99992967
 DF8010!UTM  14      -   0.99996095  x   0.99996240  =   0.99992335
 DF8010
 DF8010:                Primary Azimuth Mark                     Grid Az
 DF8010:SPC MN C     -  1407 T RESET                             002 43 50.2
 DF8010:UTM  14      -  1407 T RESET                             359 16 45.0
 DF8010
 DF8010|---------------------------------------------------------------------|
 DF8010| PID    Reference Object                     Distance      Geod. Az  |
 DF8010|                                                           dddmmss.s |
 DF8010| DM1820 1407 T RESET                        APPROX. 1.1 KM 0005530.0 |
 DF8010|---------------------------------------------------------------------|
 DF8010
 DF8010                          SUPERSEDED SURVEY CONTROL
 DF8010
 DF8010  NAVD 88 (01/24/11)  275.62   (m)          904.3    (f) LEVELING    3  
 DF8010  NAVD 88 (04/16/04)  275.626  (m)          904.28   (f) SUPERSEDED  2 1
 DF8010
 DF8010.Superseded values are not recommended for survey control.
 DF8010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8010.See file dsdata.txt to determine how the superseded data were derived.
 DF8010
 DF8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7171095251(NAD 83)
 DF8010
 DF8010_MARKER: DD = SURVEY DISK
 DF8010_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF8010_SP_SET: HEADWALL BOX CULVERT
 DF8010_STAMPING: 1407 S 1994
 DF8010_MARK LOGO: MNDT  
 DF8010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8010+STABILITY: SURFACE MOTION
 DF8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8010+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DF8010
 DF8010  HISTORY     - Date     Condition        Report By
 DF8010  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8010  HISTORY     - 20090916 GOOD             MNDT
 DF8010
 DF8010                          STATION DESCRIPTION
 DF8010
 DF8010'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8010'0.5 MI (0.8 KM) NE OF MOORHEAD, IN HEADWALL AT SE COR OF BOX CULV NO
 DF8010'6397 OVER CO DITCH 41, 0.9 MI (1.4 KM) NORTH ALONG TH 75 FROM EAST JCT
 DF8010'OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP 252.3, 40.5 FT (12.3 M)
 DF8010'EAST OF TH 75, ABOUT 700 FT (213.4 M) OF CO RD 83 (FIFTEENTH AVE), 470
 DF8010'FT (143.3 M) SOUTH OF FIELD ENT, 11.6 FT (3.5 M) NORTH OF SOUTH END OF
 DF8010'HEADWALL, 1.4 FT (0.4 M) SOUTH OF CENTER PIER OF BOX CULVERT.
 DF8010
 DF8010                          STATION RECOVERY (2009)
 DF8010
 DF8010'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8010'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8010'THE MARK IS 0.5 MILE NORTHEAST OF MOORHEAD, IN HEADWALL AT SOUTHEAST
 DF8010'CORNER OF TRUNK HIGHWAY 75 BOX CULVERT NUMBER 6397 OVER COUNTY DITCH
 DF8010'41, 0.9 MILE NORTH ALONG TRUNK HIGHWAY 75 FROM EAST JUNCTION OF TRUNK
 DF8010'HIGHWAY 75 AND TRUNK HIGHWAY 10 IN MOORHEAD, AT TRUNK HIGHWAY 75
 DF8010'MILEPOINT 252.3, 40.5 FEET EAST OF TRUNK HIGHWAY 75, ABOUT 700 FEET
 DF8010'SOUTH OF COUNTY ROAD 83 (15TH AVENUE), 470 FEET SOUTH OF FIELD
 DF8010'ENTRANCE, 11.6 FEET NORTH OF SOUTH END OF HEADWALL, 1.4 FEET SOUTH OF
 DF8010'CENTER PIER OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1820 ***********************************************************************
 DM1820  DESIGNATION -  1407 T RESET
 DM1820  PID         -  DM1820
 DM1820  STATE/COUNTY-  MN/CLAY
 DM1820  COUNTRY     -  US
 DM1820  USGS QUAD   -  DILWORTH (1976)
 DM1820
 DM1820                         *CURRENT SURVEY CONTROL
 DM1820  ______________________________________________________________________
 DM1820* NAD 83(2007) POSITION- 46 53 54.66144(N) 096 44 44.96843(W)   ADJUSTED  
 DM1820* NAD 83(2007) ELLIP HT-   249.533 (meters)        (01/24/11)   ADJUSTED
 DM1820* NAD 83(2007) EPOCH   -  2002.00
 DM1820* NAVD 88 ORTHO HEIGHT -   276.015  (meters)     905.56  (feet) ADJUSTED  
 DM1820  ______________________________________________________________________
 DM1820  NAD 83(2007) X  -   -512,864.339 (meters)                     COMP
 DM1820  NAD 83(2007) Y  - -4,335,875.972 (meters)                     COMP
 DM1820  NAD 83(2007) Z  -  4,634,245.483 (meters)                     COMP
 DM1820  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC09
 DM1820  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DM1820  DYNAMIC HEIGHT  -        276.043 (meters)      905.65  (feet) COMP
 DM1820  MODELED GRAVITY -    980,704.8   (mgal)                       NAVD 88
 DM1820
 DM1820  HORZ ORDER      -  FIRST
 DM1820  VERT ORDER      -  SECOND    CLASS I
 DM1820  ELLP ORDER      -  FIRST     CLASS II
 DM1820
 DM1820.The horizontal coordinates were established by GPS observations
 DM1820.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1820
 DM1820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1820.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1820
 DM1820.The horizontal coordinates are valid at the epoch date displayed above
 DM1820.which is a decimal equivalence of Year/Month/Day.
 DM1820
 DM1820.The orthometric height was determined by differential leveling and
 DM1820.adjusted in November 2011.
 DM1820
 DM1820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1820
 DM1820.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1820
 DM1820.The ellipsoidal height was determined by GPS observations
 DM1820.and is referenced to NAD 83.
 DM1820
 DM1820.The dynamic height is computed by dividing the NAVD 88
 DM1820.geopotential number by the normal gravity value computed on the
 DM1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1820.degrees latitude (g = 980.6199 gals.).
 DM1820
 DM1820.The modeled gravity was interpolated from observed gravity values.
 DM1820
 DM1820. The following values were computed from the NAD 83(2007) position.
 DM1820
 DM1820;                    North         East     Units Scale Factor Converg.
 DM1820;SPC MN C     -   314,014.715   609,855.548   MT  0.99997041   -1 48 19.6
 DM1820;SPC MN C     - 1,030,229.94  2,000,834.41   sFT  0.99997041   -1 48 19.6
 DM1820;UTM  14      - 5,196,353.466   671,696.327   MT  0.99996234   +1 38 46.6
 DM1820
 DM1820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1820!SPC MN C     -   0.99996089  x   0.99997041  =   0.99993130
 DM1820!UTM  14      -   0.99996089  x   0.99996234  =   0.99992323
 DM1820
 DM1820:                Primary Azimuth Mark                     Grid Az
 DM1820:SPC MN C     -  1407 S                                   182 43 50.2
 DM1820:UTM  14      -  1407 S                                   179 16 44.0
 DM1820
 DM1820|---------------------------------------------------------------------|
 DM1820| PID    Reference Object                     Distance      Geod. Az  |
 DM1820|                                                           dddmmss.s |
 DM1820| DF8010 1407 S                              APPROX. 1.1 KM 1805530.6 |
 DM1820|---------------------------------------------------------------------|
 DM1820
 DM1820                          SUPERSEDED SURVEY CONTROL
 DM1820
 DM1820  NAVD 88 (01/24/11)  276.02   (m)          905.6    (f) LEVELING    3  
 DM1820
 DM1820.Superseded values are not recommended for survey control.
 DM1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1820.See file dsdata.txt to determine how the superseded data were derived.
 DM1820
 DM1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7169696353(NAD 83)
 DM1820
 DM1820_MARKER: DD = SURVEY DISK
 DM1820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1820_STAMPING: 1407 T RESET 2004 2009
 DM1820_MARK LOGO: MNDT  
 DM1820_PROJECTION: FLUSH
 DM1820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1820+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DM1820_ROD/PIPE-DEPTH: 15.2 meters
 DM1820
 DM1820  HISTORY     - Date     Condition        Report By
 DM1820  HISTORY     - 20091001 MONUMENTED       MNDT
 DM1820
 DM1820                          STATION DESCRIPTION
 DM1820
 DM1820'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1820'THE MARK IS 1.0 MILE NORTH OF MOORHEAD, 1.6 MILES NORTH ALONG TRUNK
 DM1820'HIGHWAY 75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 10
 DM1820'IN MOORHEAD, AT TRUNK HIGHWAY 75 MILEPOINT 253.0, 499.0 FEET EAST OF
 DM1820'TRUNK HIGHWAY 75, ON WEST BERM OF LANDFILL, 69.0 FEET EAST OF MILEPOST
 DM1820'253, 160.8 FEET NORTH OF WELL HEAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8013 ***********************************************************************
 DF8013  DESIGNATION -  1407 U
 DF8013  PID         -  DF8013
 DF8013  STATE/COUNTY-  MN/CLAY
 DF8013  COUNTRY     -  US
 DF8013  USGS QUAD   -  DILWORTH (1976)
 DF8013
 DF8013                         *CURRENT SURVEY CONTROL
 DF8013  ______________________________________________________________________
 DF8013* NAD 83(2007) POSITION- 46 54 19.15855(N) 096 43 31.98414(W)   ADJUSTED  
 DF8013* NAD 83(2007) ELLIP HT-   248.829 (meters)        (01/24/11)   ADJUSTED
 DF8013* NAD 83(2007) EPOCH   -  2002.00
 DF8013* NAVD 88 ORTHO HEIGHT -   275.320  (meters)     903.28  (feet) ADJUSTED  
 DF8013  ______________________________________________________________________
 DF8013  NAD 83(2007) X  -   -511,265.361 (meters)                     COMP
 DF8013  NAD 83(2007) Y  - -4,335,508.105 (meters)                     COMP
 DF8013  NAD 83(2007) Z  -  4,634,761.851 (meters)                     COMP
 DF8013  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC09
 DF8013  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 DF8013  DYNAMIC HEIGHT  -        275.348 (meters)      903.37  (feet) COMP
 DF8013  MODELED GRAVITY -    980,707.6   (mgal)                       NAVD 88
 DF8013
 DF8013  HORZ ORDER      -  FIRST
 DF8013  VERT ORDER      -  SECOND    CLASS I
 DF8013  ELLP ORDER      -  FIRST     CLASS II
 DF8013
 DF8013.The horizontal coordinates were established by GPS observations
 DF8013.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8013
 DF8013.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8013.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8013
 DF8013.The horizontal coordinates are valid at the epoch date displayed above
 DF8013.which is a decimal equivalence of Year/Month/Day.
 DF8013
 DF8013.The orthometric height was determined by differential leveling and
 DF8013.adjusted in April 2004.
 DF8013
 DF8013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8013
 DF8013.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8013
 DF8013.The ellipsoidal height was determined by GPS observations
 DF8013.and is referenced to NAD 83.
 DF8013
 DF8013.The dynamic height is computed by dividing the NAVD 88
 DF8013.geopotential number by the normal gravity value computed on the
 DF8013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8013.degrees latitude (g = 980.6199 gals.).
 DF8013
 DF8013.The modeled gravity was interpolated from observed gravity values.
 DF8013
 DF8013. The following values were computed from the NAD 83(2007) position.
 DF8013
 DF8013;                    North         East     Units Scale Factor Converg.
 DF8013;SPC MN C     -   314,722.328   611,423.213   MT  0.99997159   -1 47 26.8
 DF8013;SPC MN C     - 1,032,551.50  2,005,977.66   sFT  0.99997159   -1 47 26.8
 DF8013;UTM  14      - 5,197,154.181   673,218.533   MT  0.99996879   +1 39 40.6
 DF8013
 DF8013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8013!SPC MN C     -   0.99996100  x   0.99997159  =   0.99993259
 DF8013!UTM  14      -   0.99996100  x   0.99996879  =   0.99992979
 DF8013
 DF8013                          SUPERSEDED SURVEY CONTROL
 DF8013
 DF8013  NAVD 88 (01/24/11)  275.32   (m)          903.3    (f) LEVELING    3  
 DF8013
 DF8013.Superseded values are not recommended for survey control.
 DF8013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8013.See file dsdata.txt to determine how the superseded data were derived.
 DF8013
 DF8013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7321897154(NAD 83)
 DF8013
 DF8013_MARKER: DD = SURVEY DISK
 DF8013_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8013_STAMPING: 1407 U 1994
 DF8013_MARK LOGO: MNDT  
 DF8013_PROJECTION: FLUSH
 DF8013_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8013+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DF8013_ROD/PIPE-DEPTH: 15.2 meters
 DF8013
 DF8013  HISTORY     - Date     Condition        Report By
 DF8013  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8013  HISTORY     - 20020415 GOOD             MNDT
 DF8013  HISTORY     - 20091001 GOOD             MNDT
 DF8013
 DF8013                          STATION DESCRIPTION
 DF8013
 DF8013'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8013'2.0 MI (3.2 KM) NE OF MOORHEAD, 2.0 MI (3.2 KM) NORTH ALONG TH 75 FROM
 DF8013'EAST JCT OF TH 75 AND TH 10 IN MOORHEAD TO TH 75 MP 253.45 THEN 1.0 MI
 DF8013'(1.6 KM) EAST ON CO RD 18, 61.0 FT (18.6 M) NORTH OF CO RD 18, 22.0 FT
 DF8013'(6.7 M) NORTH OF EAST END OF CULVERT, 21.0 FT (6.4 M) EAST OF FIELD
 DF8013'ENT, 7.4 FT (2.3 M) WEST OF P-POLE, 0.8 FT (24.4 CM) EAST OF WIT POST,
 DF8013'MARK IS MNDT ALUMINUM DISK ON 50 FT (15.2 M) LONG DRIVEN ALUMINUM ROD.
 DF8013
 DF8013                          STATION RECOVERY (2002)
 DF8013
 DF8013'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF8013'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS
 DF8013'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS.
 DF8013
 DF8013                          STATION RECOVERY (2009)
 DF8013
 DF8013'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8013'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8013'THE MARK IS 2.0 MILES NORTHEAST OF MOORHEAD, 2.0 MILES NORTH ALONG
 DF8013'TRUNK HIGHWAY 75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK
 DF8013'HIGHWAY 10 IN MOORHEAD TO TRUNK HIGHWAY 75 MILEPOINT 253.45 THEN 1.0
 DF8013'MILE EAST ON COUNTY ROAD 18, 61.0 FEET NORTH OF COUNTY ROAD 18, 22.0
 DF8013'FEET NORTH OF EAST END OF CULVERT, 21.0 FEET EAST OF FIELD ENTRANCE,
 DF8013'7.4 FEET WEST OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8762 ***********************************************************************
 DF8762  DESIGNATION -  1407 V
 DF8762  PID         -  DF8762
 DF8762  STATE/COUNTY-  MN/CLAY
 DF8762  COUNTRY     -  US
 DF8762  USGS QUAD   -  DILWORTH (1976)
 DF8762
 DF8762                         *CURRENT SURVEY CONTROL
 DF8762  ______________________________________________________________________
 DF8762* NAD 83(1986) POSITION- 46 55 10.8    (N) 096 44 40.3    (W)   HD_HELD2  
 DF8762* NAVD 88 ORTHO HEIGHT -   274.433  (meters)     900.37  (feet) ADJUSTED  
 DF8762  ______________________________________________________________________
 DF8762  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DF8762  DYNAMIC HEIGHT  -        274.463 (meters)      900.47  (feet) COMP
 DF8762  MODELED GRAVITY -    980,715.1   (mgal)                       NAVD 88
 DF8762
 DF8762  VERT ORDER      -  SECOND    CLASS I
 DF8762
 DF8762.The horizontal coordinates were established by autonomous hand held GPS
 DF8762.observations and have an estimated accuracy of +/- 10 meters.
 DF8762.
 DF8762.The orthometric height was determined by differential leveling and
 DF8762.adjusted in April 2004.
 DF8762
 DF8762.The dynamic height is computed by dividing the NAVD 88
 DF8762.geopotential number by the normal gravity value computed on the
 DF8762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8762.degrees latitude (g = 980.6199 gals.).
 DF8762
 DF8762.The modeled gravity was interpolated from observed gravity values.
 DF8762
 DF8762;                    North         East    Units  Estimated Accuracy
 DF8762;SPC MN C     -   316,362.      610,028.      MT  (+/- 10 meters HH2 GPS)
 DF8762
 DF8762                          SUPERSEDED SURVEY CONTROL
 DF8762
 DF8762.No superseded survey control is available for this station.
 DF8762
 DF8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7172798706(NAD 83)
 DF8762
 DF8762_MARKER: DD = SURVEY DISK
 DF8762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8762_STAMPING: 1407 V 2002
 DF8762_MARK LOGO: MNDT  
 DF8762_PROJECTION: RECESSED 8 CENTIMETERS
 DF8762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8762+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8762_ROD/PIPE-DEPTH: 13.7 meters
 DF8762
 DF8762  HISTORY     - Date     Condition        Report By
 DF8762  HISTORY     - 2002     MONUMENTED       MNDT
 DF8762
 DF8762                          STATION DESCRIPTION
 DF8762
 DF8762'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8762'THE MARK IS 4 MI (6.4 KM) NNE OF MOORHEAD, 3 MI (4.8 KM) NORTH ALONG
 DF8762'TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, TO TH 75 MP
 DF8762'254.45, THENCE ABOUT 400 FT (121.9 M) EAST ON GRAVEL RD, 21 FT (6.4 M)
 DF8762'NORTH OF GRAVEL RD, 149 FT (45.4 M) EAST OF EXTENDED DRIVEWAY WEST,
 DF8762'13.5 FT (4.1 M) WEST OF FIELD ENT, 4.7 FT (1.4 M) SE OF WIT POST,
 DF8762'RECESSED 3 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8763 ***********************************************************************
 DF8763  DESIGNATION -  1407 W
 DF8763  PID         -  DF8763
 DF8763  STATE/COUNTY-  MN/CLAY
 DF8763  COUNTRY     -  US
 DF8763  USGS QUAD   -  DILWORTH (1976)
 DF8763
 DF8763                         *CURRENT SURVEY CONTROL
 DF8763  ______________________________________________________________________
 DF8763* NAD 83(1986) POSITION- 46 56 03.6    (N) 096 44 45.2    (W)   HD_HELD2  
 DF8763* NAVD 88 ORTHO HEIGHT -   273.566  (meters)     897.52  (feet) ADJUSTED  
 DF8763  ______________________________________________________________________
 DF8763  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 DF8763  DYNAMIC HEIGHT  -        273.597 (meters)      897.63  (feet) COMP
 DF8763  MODELED GRAVITY -    980,722.0   (mgal)                       NAVD 88
 DF8763
 DF8763  VERT ORDER      -  SECOND    CLASS I
 DF8763
 DF8763.The horizontal coordinates were established by autonomous hand held GPS
 DF8763.observations and have an estimated accuracy of +/- 10 meters.
 DF8763.
 DF8763.The orthometric height was determined by differential leveling and
 DF8763.adjusted in April 2004.
 DF8763
 DF8763.The dynamic height is computed by dividing the NAVD 88
 DF8763.geopotential number by the normal gravity value computed on the
 DF8763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8763.degrees latitude (g = 980.6199 gals.).
 DF8763
 DF8763.The modeled gravity was interpolated from observed gravity values.
 DF8763
 DF8763;                    North         East    Units  Estimated Accuracy
 DF8763;SPC MN C     -   317,994.      609,976.      MT  (+/- 10 meters HH2 GPS)
 DF8763
 DF8763                          SUPERSEDED SURVEY CONTROL
 DF8763
 DF8763.No superseded survey control is available for this station.
 DF8763
 DF8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7157700333(NAD 83)
 DF8763
 DF8763_MARKER: DD = SURVEY DISK
 DF8763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8763_STAMPING: 1407 W 2002
 DF8763_MARK LOGO: MNDT  
 DF8763_PROJECTION: RECESSED 3 CENTIMETERS
 DF8763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8763+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8763_ROD/PIPE-DEPTH: 19.8 meters
 DF8763
 DF8763  HISTORY     - Date     Condition        Report By
 DF8763  HISTORY     - 2002     MONUMENTED       MNDT
 DF8763
 DF8763                          STATION DESCRIPTION
 DF8763
 DF8763'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8763'THE MARK IS 5 MI (8.0 KM) NORTH OF MOORHEAD, 4 MI (6.4 KM) NORTH ALONG
 DF8763'TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP 255.5,
 DF8763'80.6 FT (24.6 M) EAST OF TH 75, 49.5 FT (15.1 M) NORTH OF CO RD 22,
 DF8763'6.8 FT (2.1 M) SE OF P-POLE, 1.6 FT (0.5 M) SOUTH OF WIT POST,
 DF8763'RECESSED 1 INCH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8764 ***********************************************************************
 DF8764  DESIGNATION -  1407 X
 DF8764  PID         -  DF8764
 DF8764  STATE/COUNTY-  MN/CLAY
 DF8764  COUNTRY     -  US
 DF8764  USGS QUAD   -  DILWORTH (1976)
 DF8764
 DF8764                         *CURRENT SURVEY CONTROL
 DF8764  ______________________________________________________________________
 DF8764* NAD 83(1986) POSITION- 46 57 02.5    (N) 096 44 44.8    (W)   HD_HELD2  
 DF8764* NAVD 88 ORTHO HEIGHT -   272.897  (meters)     895.33  (feet) ADJUSTED  
 DF8764  ______________________________________________________________________
 DF8764  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 DF8764  DYNAMIC HEIGHT  -        272.929 (meters)      895.43  (feet) COMP
 DF8764  MODELED GRAVITY -    980,724.9   (mgal)                       NAVD 88
 DF8764
 DF8764  VERT ORDER      -  SECOND    CLASS I
 DF8764
 DF8764.The horizontal coordinates were established by autonomous hand held GPS
 DF8764.observations and have an estimated accuracy of +/- 10 meters.
 DF8764.
 DF8764.The orthometric height was determined by differential leveling and
 DF8764.adjusted in April 2004.
 DF8764
 DF8764.The dynamic height is computed by dividing the NAVD 88
 DF8764.geopotential number by the normal gravity value computed on the
 DF8764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8764.degrees latitude (g = 980.6199 gals.).
 DF8764
 DF8764.The modeled gravity was interpolated from observed gravity values.
 DF8764
 DF8764;                    North         East    Units  Estimated Accuracy
 DF8764;SPC MN C     -   319,812.      610,042.      MT  (+/- 10 meters HH2 GPS)
 DF8764
 DF8764                          SUPERSEDED SURVEY CONTROL
 DF8764
 DF8764.No superseded survey control is available for this station.
 DF8764
 DF8764_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7153302151(NAD 83)
 DF8764
 DF8764_MARKER: DD = SURVEY DISK
 DF8764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8764_STAMPING: 1407 X 2002
 DF8764_MARK LOGO: MNDT  
 DF8764_PROJECTION: RECESSED 5 CENTIMETERS
 DF8764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8764+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8764_ROD/PIPE-DEPTH: 22.9 meters
 DF8764
 DF8764  HISTORY     - Date     Condition        Report By
 DF8764  HISTORY     - 2002     MONUMENTED       MNDT
 DF8764
 DF8764                          STATION DESCRIPTION
 DF8764
 DF8764'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8764'THE MARK IS 2.8 MI (4.5 KM) SOUTH OF KRAGNES, 5.2 MI (8.4 KM) NORTH
 DF8764'ALONG TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP
 DF8764'256.65, 53 FT (16.2 M) EAST OF TH 75, 187.5 FT (57.2 M) NNW OF P-POLE,
 DF8764'87.3 FT (26.6 M) SSW OF P-POLE, 120 FT (36.6 M) SOUTH OF FIELD ENT,
 DF8764'11.2 FT (3.4 M) NNE OF WIT POST, RECESSED 2 INCHES, MAGNETIC AND
 DF8764'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8765 ***********************************************************************
 DF8765  DESIGNATION -  1407 Y
 DF8765  PID         -  DF8765
 DF8765  STATE/COUNTY-  MN/CLAY
 DF8765  COUNTRY     -  US
 DF8765  USGS QUAD   -  DILWORTH (1976)
 DF8765
 DF8765                         *CURRENT SURVEY CONTROL
 DF8765  ______________________________________________________________________
 DF8765* NAD 83(1986) POSITION- 46 57 47.8    (N) 096 44 49.2    (W)   HD_HELD2  
 DF8765* NAVD 88 ORTHO HEIGHT -   272.634  (meters)     894.47  (feet) ADJUSTED  
 DF8765  ______________________________________________________________________
 DF8765  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 DF8765  DYNAMIC HEIGHT  -        272.666 (meters)      894.57  (feet) COMP
 DF8765  MODELED GRAVITY -    980,725.7   (mgal)                       NAVD 88
 DF8765
 DF8765  VERT ORDER      -  SECOND    CLASS I
 DF8765
 DF8765.The horizontal coordinates were established by autonomous hand held GPS
 DF8765.observations and have an estimated accuracy of +/- 10 meters.
 DF8765.
 DF8765.The orthometric height was determined by differential leveling and
 DF8765.adjusted in April 2004.
 DF8765
 DF8765.The dynamic height is computed by dividing the NAVD 88
 DF8765.geopotential number by the normal gravity value computed on the
 DF8765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8765.degrees latitude (g = 980.6199 gals.).
 DF8765
 DF8765.The modeled gravity was interpolated from observed gravity values.
 DF8765
 DF8765;                    North         East    Units  Estimated Accuracy
 DF8765;SPC MN C     -   321,213.      609,993.      MT  (+/- 10 meters HH2 GPS)
 DF8765
 DF8765                          SUPERSEDED SURVEY CONTROL
 DF8765
 DF8765.No superseded survey control is available for this station.
 DF8765
 DF8765_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7139903547(NAD 83)
 DF8765
 DF8765_MARKER: DD = SURVEY DISK
 DF8765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8765_STAMPING: 1407 Y 2002
 DF8765_MARK LOGO: MNDT  
 DF8765_PROJECTION: RECESSED 5 CENTIMETERS
 DF8765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8765+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8765_ROD/PIPE-DEPTH: 15.2 meters
 DF8765
 DF8765  HISTORY     - Date     Condition        Report By
 DF8765  HISTORY     - 2002     MONUMENTED       MNDT
 DF8765
 DF8765                          STATION DESCRIPTION
 DF8765
 DF8765'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8765'THE MARK IS 1.8 MI (2.9 KM) SOUTH OF KRAGNES, 6.05 MI (9.74 KM) NORTH
 DF8765'ALONG TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP
 DF8765'257.5, 195.5 FT (59.6 M) WEST OF TH 75, 30.5 FT (9.3 M) NORTH OF 80TH
 DF8765'AVE N, 74.9 FT (22.8 M) NW OF R/R CROSSING SIGN POST, 68.6 FT (20.9 M)
 DF8765'WEST OF WEST RAIL OF TRACKS, 11.5 FT (3.5 M) EAST OF FIELD ENT, 8.1 FT
 DF8765'(2.5 M) WEST OF WIT POST, RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR
 DF8765'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8766 ***********************************************************************
 DF8766  DESIGNATION -  1407 Z
 DF8766  PID         -  DF8766
 DF8766  STATE/COUNTY-  MN/CLAY
 DF8766  COUNTRY     -  US
 DF8766  USGS QUAD   -  DILWORTH (1976)
 DF8766
 DF8766                         *CURRENT SURVEY CONTROL
 DF8766  ______________________________________________________________________
 DF8766* NAD 83(1986) POSITION- 46 58 38.3    (N) 096 44 45.8    (W)   HD_HELD2  
 DF8766* NAVD 88 ORTHO HEIGHT -   271.761  (meters)     891.60  (feet) ADJUSTED  
 DF8766  ______________________________________________________________________
 DF8766  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 DF8766  DYNAMIC HEIGHT  -        271.794 (meters)      891.71  (feet) COMP
 DF8766  MODELED GRAVITY -    980,726.3   (mgal)                       NAVD 88
 DF8766
 DF8766  VERT ORDER      -  SECOND    CLASS I
 DF8766
 DF8766.The horizontal coordinates were established by autonomous hand held GPS
 DF8766.observations and have an estimated accuracy of +/- 10 meters.
 DF8766.
 DF8766.The orthometric height was determined by differential leveling and
 DF8766.adjusted in April 2004.
 DF8766
 DF8766.The dynamic height is computed by dividing the NAVD 88
 DF8766.geopotential number by the normal gravity value computed on the
 DF8766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8766.degrees latitude (g = 980.6199 gals.).
 DF8766
 DF8766.The modeled gravity was interpolated from observed gravity values.
 DF8766
 DF8766;                    North         East    Units  Estimated Accuracy
 DF8766;SPC MN C     -   322,770.      610,114.      MT  (+/- 10 meters HH2 GPS)
 DF8766
 DF8766                          SUPERSEDED SURVEY CONTROL
 DF8766
 DF8766.No superseded survey control is available for this station.
 DF8766
 DF8766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7142605107(NAD 83)
 DF8766
 DF8766_MARKER: DD = SURVEY DISK
 DF8766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8766_STAMPING: 1407 Z 2002
 DF8766_MARK LOGO: MNDT  
 DF8766_PROJECTION: RECESSED 5 CENTIMETERS
 DF8766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8766+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF8766_ROD/PIPE-DEPTH:  7.6 meters
 DF8766
 DF8766  HISTORY     - Date     Condition        Report By
 DF8766  HISTORY     - 2002     MONUMENTED       MNDT
 DF8766
 DF8766                          STATION DESCRIPTION
 DF8766
 DF8766'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8766'THE MARK IS 0.8 MI (1.3 KM) SSE OF KRAGNES, 7 MI (11.3 KM) NORTH ALONG
 DF8766'TH 75 FROM EAST JCT OF TH 75 AND TH 10 IN MOORHEAD, AT TH 75 MP
 DF8766'258.45, 114 FT (34.7 M) ENE OF TH 75, 92 FT (28.0 M) NORTH OF CO RD 26
 DF8766'(90TH AVE N) , 92.0 FT (28.0 M) SSW OF NW COR OF CYCLONE FENCE AROUND
 DF8766'POWER SUBSTATION, 60.5 FT (18.4 M) SE OF R/W POST, 48.8 FT (14.9 M)
 DF8766'WEST OF CYCLONE FENCE AROUND SUBSTATION, 41.9 FT (12.8 M) NW OF SW COR
 DF8766'OF CYCLONE FENCE AROUND SUB POWER STATION, 1.1 FT (0.3 M) WEST OF WIT
 DF8766'POST, RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7701 ***********************************************************************
 DK7701  DESIGNATION -  1408 A RESET
 DK7701  PID         -  DK7701
 DK7701  STATE/COUNTY-  MN/CLAY
 DK7701  COUNTRY     -  US
 DK7701  USGS QUAD   -  BARNESVILLE (1981)
 DK7701
 DK7701                         *CURRENT SURVEY CONTROL
 DK7701  ______________________________________________________________________
 DK7701* NAD 83(1986) POSITION- 46 37 50.4    (N) 096 26 42.2    (W)   HD_HELD2  
 DK7701* NAVD 88 ORTHO HEIGHT -   304.228  (meters)     998.12  (feet) ADJUSTED  
 DK7701  ______________________________________________________________________
 DK7701  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DK7701  DYNAMIC HEIGHT  -        304.251 (meters)      998.20  (feet) COMP
 DK7701  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 DK7701
 DK7701  VERT ORDER      -  SECOND    CLASS I
 DK7701
 DK7701.The horizontal coordinates were established by autonomous hand held GPS
 DK7701.observations and have an estimated accuracy of +/- 10 meters.
 DK7701.
 DK7701.The orthometric height was determined by differential leveling and
 DK7701.adjusted in April 2009.
 DK7701
 DK7701.The dynamic height is computed by dividing the NAVD 88
 DK7701.geopotential number by the normal gravity value computed on the
 DK7701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7701.degrees latitude (g = 980.6199 gals.).
 DK7701
 DK7701.The modeled gravity was interpolated from observed gravity values.
 DK7701
 DK7701;                    North         East    Units  Estimated Accuracy
 DK7701;SPC MN C     -   283,573.      631,938.      MT  (+/- 10 meters HH2 GPS)
 DK7701
 DK7701                          SUPERSEDED SURVEY CONTROL
 DK7701
 DK7701.No superseded survey control is available for this station.
 DK7701
 DK7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9557167293(NAD 83)
 DK7701
 DK7701_MARKER: DD = SURVEY DISK
 DK7701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7701_STAMPING: 1408 A RESET 2005
 DK7701_MARK LOGO: MNDT  
 DK7701_PROJECTION: FLUSH
 DK7701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7701+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DK7701_ROD/PIPE-DEPTH:  7.3 meters
 DK7701
 DK7701  HISTORY     - Date     Condition        Report By
 DK7701  HISTORY     - 20050601 MONUMENTED       MNDT
 DK7701
 DK7701                          STATION DESCRIPTION
 DK7701
 DK7701'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7701'THE MARK IS 1.5 MI (2.4 KM) SOUTHWEST OF BARNESVILLE, 2.2 MI (3.5 KM)
 DK7701'(3.5 KM) WEST AND SOUTH ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF
 DK7701'TRUNK HIGHWAY 9 AND COUNTY ROAD 52 IN BARNESVILLE, AT TRUNK HIGHWAY 9
 DK7701'MILE POINT 144.8, 74.7 FT (22.8 M) WEST OF TRUNK HIGHWAY 9, 35.7 FT
 DK7701'(10.9 M) NORTH OF 180TH AVENUE SOUTH, 1.0 FT (0.3 M) EAST OF A WITNESS
 DK7701'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7702 ***********************************************************************
 DK7702  DESIGNATION -  1408 C
 DK7702  PID         -  DK7702
 DK7702  STATE/COUNTY-  MN/CLAY
 DK7702  COUNTRY     -  US
 DK7702  USGS QUAD   -  BARNESVILLE (1981)
 DK7702
 DK7702                         *CURRENT SURVEY CONTROL
 DK7702  ______________________________________________________________________
 DK7702* NAD 83(1986) POSITION- 46 38 42.26   (N) 096 26 28.97   (W)   HD_HELD1  
 DK7702* NAVD 88 ORTHO HEIGHT -   302.825  (meters)     993.52  (feet) ADJUSTED  
 DK7702  ______________________________________________________________________
 DK7702  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DK7702  DYNAMIC HEIGHT  -        302.849 (meters)      993.60  (feet) COMP
 DK7702  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DK7702
 DK7702  VERT ORDER      -  SECOND    CLASS I
 DK7702
 DK7702.The horizontal coordinates were established by differentially corrected
 DK7702.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7702.
 DK7702.The orthometric height was determined by differential leveling and
 DK7702.adjusted in April 2009.
 DK7702
 DK7702.Photographs are available for this station.
 DK7702
 DK7702.The dynamic height is computed by dividing the NAVD 88
 DK7702.geopotential number by the normal gravity value computed on the
 DK7702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7702.degrees latitude (g = 980.6199 gals.).
 DK7702
 DK7702.The modeled gravity was interpolated from observed gravity values.
 DK7702
 DK7702;                    North         East    Units  Estimated Accuracy
 DK7702;SPC MN C     -   285,166.0     632,263.9     MT  (+/- 3 meters HH1 GPS) 
 DK7702
 DK7702                          SUPERSEDED SURVEY CONTROL
 DK7702
 DK7702.No superseded survey control is available for this station.
 DK7702
 DK7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9580168903(NAD 83)
 DK7702
 DK7702_MARKER: DB = BENCH MARK DISK
 DK7702_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK7702_STAMPING: 1408 C 19
 DK7702_MARK LOGO: MNHD  
 DK7702_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7702_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7702+STABILITY: SURFACE MOTION
 DK7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7702+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 DK7702
 DK7702  HISTORY     - Date     Condition        Report By
 DK7702  HISTORY     - 1955     MONUMENTED       MNHD
 DK7702  HISTORY     - 20050429 GOOD             MNDT
 DK7702
 DK7702                          STATION DESCRIPTION
 DK7702
 DK7702'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7702'THE MARK IS 1.0 MI (1.6 KM) WEST OF BARNESVILLE, 1.2 MI (1.9 KM) WEST
 DK7702'ON TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DK7702'ROAD 52 (FRONT STREET) IN BARNESVILLE, AT TRUNK HIGHWAY 9 MILE POINT
 DK7702'145.8, IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 9 AND
 DK7702'170TH AVENUE SOUTH, 76.8 FT (23.4 M) WEST OF TRUNK HIGHWAY 9, 48.7 FT
 DK7702'(14.8 M) (14.8 M) SOUTH OF 170 AVENUE SOUTH, 4.5 FT (1.4 M) EAST OF
 DK7702'POWER POLE, 1.5 FT (0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7703 ***********************************************************************
 DK7703  DESIGNATION -  1408 C 1
 DK7703  PID         -  DK7703
 DK7703  STATE/COUNTY-  MN/CLAY
 DK7703  COUNTRY     -  US
 DK7703  USGS QUAD   -  BARNESVILLE (1981)
 DK7703
 DK7703                         *CURRENT SURVEY CONTROL
 DK7703  ______________________________________________________________________
 DK7703* NAD 83(1986) POSITION- 46 39 11.4    (N) 096 25 49.5    (W)   HD_HELD2  
 DK7703* NAVD 88 ORTHO HEIGHT -   303.595  (meters)     996.04  (feet) ADJUSTED  
 DK7703  ______________________________________________________________________
 DK7703  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DK7703  DYNAMIC HEIGHT  -        303.620 (meters)      996.13  (feet) COMP
 DK7703  MODELED GRAVITY -    980,686.0   (mgal)                       NAVD 88
 DK7703
 DK7703  VERT ORDER      -  SECOND    CLASS I
 DK7703
 DK7703.The horizontal coordinates were established by autonomous hand held GPS
 DK7703.observations and have an estimated accuracy of +/- 10 meters.
 DK7703.
 DK7703.The orthometric height was determined by differential leveling and
 DK7703.adjusted in April 2009.
 DK7703
 DK7703.The dynamic height is computed by dividing the NAVD 88
 DK7703.geopotential number by the normal gravity value computed on the
 DK7703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7703.degrees latitude (g = 980.6199 gals.).
 DK7703
 DK7703.The modeled gravity was interpolated from observed gravity values.
 DK7703
 DK7703;                    North         East    Units  Estimated Accuracy
 DK7703;SPC MN C     -   286,042.      633,128.      MT  (+/- 10 meters HH2 GPS)
 DK7703
 DK7703                          SUPERSEDED SURVEY CONTROL
 DK7703
 DK7703.No superseded survey control is available for this station.
 DK7703
 DK7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9661069830(NAD 83)
 DK7703
 DK7703_MARKER: DD = SURVEY DISK
 DK7703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7703_STAMPING: 1408 C 1 2005
 DK7703_MARK LOGO: MNDT  
 DK7703_PROJECTION: FLUSH
 DK7703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7703+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DK7703_ROD/PIPE-DEPTH:  6.1 meters
 DK7703
 DK7703  HISTORY     - Date     Condition        Report By
 DK7703  HISTORY     - 20050601 MONUMENTED       MNDT
 DK7703
 DK7703                          STATION DESCRIPTION
 DK7703
 DK7703'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7703'THE MARK IS IN BARNESVILLE, 0.9 MI (1.4 KM) SOUTH AND WEST ALONG TRUNK
 DK7703'HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 34 IN
 DK7703'BARNESVILLE, AT TRUNK HIGHWAY 9 MILE POINT 146.6, 43.2 FT (13.2 M)
 DK7703'(13.2 M) SOUTH OF TRUNK HIGHWAY 9, 25.8 FT (7.9 M) EAST OF GRAVEL
 DK7703'ROAD, 9.0 FT (2.7 M) NORTHWEST OF SIGN POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0090 ***********************************************************************
 RP0090  DESIGNATION -  1409 AA
 RP0090  PID         -  RP0090
 RP0090  STATE/COUNTY-  MN/CLAY
 RP0090  COUNTRY     -  US
 RP0090  USGS QUAD   -  BARNESVILLE (1981)
 RP0090
 RP0090                         *CURRENT SURVEY CONTROL
 RP0090  ______________________________________________________________________
 RP0090* NAD 83(1986) POSITION- 46 40 26.82   (N) 096 25 13.81   (W)   HD_HELD1  
 RP0090* NAVD 88 ORTHO HEIGHT -   306.519  (meters)    1005.64  (feet) ADJUSTED  
 RP0090  ______________________________________________________________________
 RP0090  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 RP0090  DYNAMIC HEIGHT  -        306.545 (meters)     1005.72  (feet) COMP
 RP0090  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 RP0090
 RP0090  VERT ORDER      -  SECOND    CLASS I
 RP0090
 RP0090.The horizontal coordinates were established by differentially corrected
 RP0090.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0090.
 RP0090.The orthometric height was determined by differential leveling and
 RP0090.adjusted in May 2012.
 RP0090
 RP0090.The dynamic height is computed by dividing the NAVD 88
 RP0090.geopotential number by the normal gravity value computed on the
 RP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0090.degrees latitude (g = 980.6199 gals.).
 RP0090
 RP0090.The modeled gravity was interpolated from observed gravity values.
 RP0090
 RP0090;                    North         East    Units  Estimated Accuracy
 RP0090;SPC MN C     -   288,349.3     633,950.0     MT  (+/- 3 meters HH1 GPS) 
 RP0090
 RP0090                          SUPERSEDED SURVEY CONTROL
 RP0090
 RP0090  NAVD 88 (06/15/91)  306.469  (m)         1005.47   (f) SUPERSEDED  2 0
 RP0090  NGVD 29 (??/??/92)  306.204  (m)         1004.60   (f) ADJ UNCH    2 0
 RP0090
 RP0090.Superseded values are not recommended for survey control.
 RP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0090.See file dsdata.txt to determine how the superseded data were derived.
 RP0090
 RP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9729372182(NAD 83)
 RP0090
 RP0090_MARKER: DD = SURVEY DISK
 RP0090_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0090_SP_SET: MONUMENT
 RP0090_STAMPING: 1409 AA 1968
 RP0090_MARK LOGO: MNHD  
 RP0090_PROJECTION: FLUSH
 RP0090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0090+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0090
 RP0090  HISTORY     - Date     Condition        Report By
 RP0090  HISTORY     - 1968     MONUMENTED       MNDT
 RP0090  HISTORY     - 20100519 GOOD             MNDT
 RP0090
 RP0090                          STATION DESCRIPTION
 RP0090
 RP0090'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0090'1.0 MI N FROM BARNESVILLE.
 RP0090'MARK IS LOCATED ABOUT 1.0 MILE NORTH OF BARNESVILLE AND ABOUT 0.4 MILE
 RP0090'SOUTH OF THE INTERCHANGE OF T.H. 9 AND F.A.I. 94.  MARK IS A STANDARD
 RP0090'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1409 AA 1968, SET IN A
 RP0090'PRE-CAST CONCRETE MONUMENT.  MARK IS 83 FEET WEST OF THE CENTERLINE OF
 RP0090'T.H. 9 (STA. 60+94), 50 FEET NORTH OF THE CENTERLINE OF COUNTY ROAD
 RP0090'NO. 55, 1.0 FOOT EAST OF A STEEL WITNESS POST AND PROJECTING 3 INCHES
 RP0090'ABOVE GROUND.  SE CORNER SECTION 13, T137N, R46W.
 RP0090
 RP0090                          STATION RECOVERY (2010)
 RP0090
 RP0090'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0842 ***********************************************************************
 DI0842  DESIGNATION -  1409 E
 DI0842  PID         -  DI0842
 DI0842  STATE/COUNTY-  MN/CLAY
 DI0842  COUNTRY     -  US
 DI0842  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0842
 DI0842                         *CURRENT SURVEY CONTROL
 DI0842  ______________________________________________________________________
 DI0842* NAD 83(1986) POSITION- 46 48 15.94   (N) 096 30 19.54   (W)   HD_HELD1  
 DI0842* NAVD 88 ORTHO HEIGHT -   289.297  (meters)     949.14  (feet) ADJUSTED  
 DI0842  ______________________________________________________________________
 DI0842  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DI0842  DYNAMIC HEIGHT  -        289.316 (meters)      949.20  (feet) COMP
 DI0842  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 DI0842
 DI0842  VERT ORDER      -  SECOND    CLASS I
 DI0842
 DI0842.The horizontal coordinates were established by differentially corrected
 DI0842.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI0842.
 DI0842.The orthometric height was determined by differential leveling and
 DI0842.adjusted in September 2006.
 DI0842
 DI0842.Photographs are available for this station.
 DI0842
 DI0842.The dynamic height is computed by dividing the NAVD 88
 DI0842.geopotential number by the normal gravity value computed on the
 DI0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0842.degrees latitude (g = 980.6199 gals.).
 DI0842
 DI0842.The modeled gravity was interpolated from observed gravity values.
 DI0842
 DI0842;                    North         East    Units  Estimated Accuracy
 DI0842;SPC MN C     -   303,010.3     627,867.2     MT  (+/- 3 meters HH1 GPS) 
 DI0842
 DI0842                          SUPERSEDED SURVEY CONTROL
 DI0842
 DI0842.No superseded survey control is available for this station.
 DI0842
 DI0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9033886452(NAD 83)
 DI0842
 DI0842_MARKER: DB = BENCH MARK DISK
 DI0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0842_STAMPING: 1409 E 1955
 DI0842_MARK LOGO: MNHD  
 DI0842_PROJECTION: FLUSH
 DI0842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0842+STABILITY: SURFACE MOTION
 DI0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0842+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0842
 DI0842  HISTORY     - Date     Condition        Report By
 DI0842  HISTORY     - 1955     MONUMENTED       MNHD
 DI0842  HISTORY     - 20050426 GOOD             MNDT
 DI0842
 DI0842                          STATION DESCRIPTION
 DI0842
 DI0842'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0842'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED 3.8
 DI0842'MILES NORTH OF DOWNER, 3.8 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 9
 DI0842'AND COUNTY ROAD 10, AT TRUNK HIGHWAY 9 MILEPOINT 158.8, 75 FEET WEST
 DI0842'OF TRUNK HIGHWAY 9, 103 FEET SOUTH OF COUNTY ROAD 72 (60TH AVENUE
 DI0842'SOUTH), 0.4 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0844 ***********************************************************************
 DI0844  DESIGNATION -  1409 H
 DI0844  PID         -  DI0844
 DI0844  STATE/COUNTY-  MN/CLAY
 DI0844  COUNTRY     -  US
 DI0844  USGS QUAD   -  DOWNER (1966)
 DI0844
 DI0844                         *CURRENT SURVEY CONTROL
 DI0844  ______________________________________________________________________
 DI0844* NAD 83(1986) POSITION- 46 46 08.0    (N) 096 29 42.3    (W)   HD_HELD2  
 DI0844* NAVD 88 ORTHO HEIGHT -   294.996  (meters)     967.83  (feet) ADJUSTED  
 DI0844  ______________________________________________________________________
 DI0844  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DI0844  DYNAMIC HEIGHT  -        295.016 (meters)      967.90  (feet) COMP
 DI0844  MODELED GRAVITY -    980,675.2   (mgal)                       NAVD 88
 DI0844
 DI0844  VERT ORDER      -  SECOND    CLASS I
 DI0844
 DI0844.The horizontal coordinates were established by autonomous hand held GPS
 DI0844.observations and have an estimated accuracy of +/- 10 meters.
 DI0844.
 DI0844.The orthometric height was determined by differential leveling and
 DI0844.adjusted in September 2006.
 DI0844
 DI0844.Photographs are available for this station.
 DI0844
 DI0844.The dynamic height is computed by dividing the NAVD 88
 DI0844.geopotential number by the normal gravity value computed on the
 DI0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0844.degrees latitude (g = 980.6199 gals.).
 DI0844
 DI0844.The modeled gravity was interpolated from observed gravity values.
 DI0844
 DI0844;                    North         East    Units  Estimated Accuracy
 DI0844;SPC MN C     -   299,039.      628,544.      MT  (+/- 10 meters HH2 GPS)
 DI0844
 DI0844                          SUPERSEDED SURVEY CONTROL
 DI0844
 DI0844.No superseded survey control is available for this station.
 DI0844
 DI0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9125382529(NAD 83)
 DI0844
 DI0844_MARKER: DB = BENCH MARK DISK
 DI0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0844_STAMPING: 1409 H 1959
 DI0844_MARK LOGO: MNHD  
 DI0844_PROJECTION: FLUSH
 DI0844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0844+STABILITY: SURFACE MOTION
 DI0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0844+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0844
 DI0844  HISTORY     - Date     Condition        Report By
 DI0844  HISTORY     - 1959     MONUMENTED       MNHD
 DI0844  HISTORY     - 20050426 GOOD             MNDT
 DI0844
 DI0844                          STATION DESCRIPTION
 DI0844
 DI0844'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0844'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED 1.1
 DI0844'MILES NORTH ALONG TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND
 DI0844'COUNTY ROAD 10 IN DOWNER, AT TRUNK HIGHWAY 9 MILEPOINT 156.15, AT
 DI0844'TRUNK HIGHWAY 9 STATION 462+96, 73 FEET NORTHEAST OF TRUNK HIGHWAY 9,
 DI0844'4.6 FEET SOUTH-SOUTHEAST OF RIGHT OF WAY POST, 4.1FEET SOUTHWEST OF
 DI0844'FENCE CORNER, 1.0 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0843 ***********************************************************************
 DI0843  DESIGNATION -  1409 I
 DI0843  PID         -  DI0843
 DI0843  STATE/COUNTY-  MN/CLAY
 DI0843  COUNTRY     -  US
 DI0843  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0843
 DI0843                         *CURRENT SURVEY CONTROL
 DI0843  ______________________________________________________________________
 DI0843* NAD 83(1986) POSITION- 46 46 32.37   (N) 096 30 02.98   (W)   HD_HELD1  
 DI0843* NAVD 88 ORTHO HEIGHT -   291.697  (meters)     957.01  (feet) ADJUSTED  
 DI0843  ______________________________________________________________________
 DI0843  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DI0843  DYNAMIC HEIGHT  -        291.717 (meters)      957.07  (feet) COMP
 DI0843  MODELED GRAVITY -    980,673.2   (mgal)                       NAVD 88
 DI0843
 DI0843  VERT ORDER      -  SECOND    CLASS I
 DI0843
 DI0843.The horizontal coordinates were established by differentially corrected
 DI0843.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI0843.
 DI0843.The orthometric height was determined by differential leveling and
 DI0843.adjusted in September 2006.
 DI0843
 DI0843.Photographs are available for this station.
 DI0843
 DI0843.The dynamic height is computed by dividing the NAVD 88
 DI0843.geopotential number by the normal gravity value computed on the
 DI0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0843.degrees latitude (g = 980.6199 gals.).
 DI0843
 DI0843.The modeled gravity was interpolated from observed gravity values.
 DI0843
 DI0843;                    North         East    Units  Estimated Accuracy
 DI0843;SPC MN C     -   299,803.6     628,127.3     MT  (+/- 3 meters HH1 GPS) 
 DI0843
 DI0843                          SUPERSEDED SURVEY CONTROL
 DI0843
 DI0843.No superseded survey control is available for this station.
 DI0843
 DI0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9079183267(NAD 83)
 DI0843
 DI0843_MARKER: DB = BENCH MARK DISK
 DI0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0843_STAMPING: 1409 I 1959
 DI0843_MARK LOGO: MNHD  
 DI0843_PROJECTION: RECESSED 25 CENTIMETERS
 DI0843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DI0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0843+STABILITY: SURFACE MOTION
 DI0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0843+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0843
 DI0843  HISTORY     - Date     Condition        Report By
 DI0843  HISTORY     - 1959     MONUMENTED       MNHD
 DI0843  HISTORY     - 20050426 GOOD             MNDT
 DI0843
 DI0843                          STATION DESCRIPTION
 DI0843
 DI0843'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI0843'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED 1.65
 DI0843'MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN
 DI0843'DOWNER, AT TRUNK HIGHWAY 9 STATION 492+19., AT TRUNK HIGHWAY 9
 DI0843'MILEPOINT 156.7, 110 FEET SOUTHWEST OF TRUNK HIGHWAY 9, 22.2 FEET
 DI0843'SOUTHEAST OF 80TH AVENUE SOUTH, 20 FEET NORTHEAST OF OLD RAILROAD
 DI0843'GRADE, 4.3 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0847 ***********************************************************************
 DI0847  DESIGNATION -  1409 J
 DI0847  PID         -  DI0847
 DI0847  STATE/COUNTY-  MN/CLAY
 DI0847  COUNTRY     -  US
 DI0847  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0847
 DI0847                         *CURRENT SURVEY CONTROL
 DI0847  ______________________________________________________________________
 DI0847* NAD 83(1986) POSITION- 46 47 24.41   (N) 096 30 19.54   (W)   HD_HELD1  
 DI0847* NAVD 88 ORTHO HEIGHT -   289.739  (meters)     950.59  (feet) ADJUSTED  
 DI0847  ______________________________________________________________________
 DI0847  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DI0847  DYNAMIC HEIGHT  -        289.758 (meters)      950.65  (feet) COMP
 DI0847  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 DI0847
 DI0847  VERT ORDER      -  SECOND    CLASS I
 DI0847
 DI0847.The horizontal coordinates were established by differentially corrected
 DI0847.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI0847.
 DI0847.The orthometric height was determined by differential leveling and
 DI0847.adjusted in September 2006.
 DI0847
 DI0847.Photographs are available for this station.
 DI0847
 DI0847.The dynamic height is computed by dividing the NAVD 88
 DI0847.geopotential number by the normal gravity value computed on the
 DI0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0847.degrees latitude (g = 980.6199 gals.).
 DI0847
 DI0847.The modeled gravity was interpolated from observed gravity values.
 DI0847
 DI0847;                    North         East    Units  Estimated Accuracy
 DI0847;SPC MN C     -   301,419.8     627,821.9     MT  (+/- 3 meters HH1 GPS) 
 DI0847
 DI0847                          SUPERSEDED SURVEY CONTROL
 DI0847
 DI0847.No superseded survey control is available for this station.
 DI0847
 DI0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9038984862(NAD 83)
 DI0847
 DI0847_MARKER: DD = SURVEY DISK
 DI0847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0847_STAMPING: 1409 J 2005
 DI0847_MARK LOGO: MNDT  
 DI0847_PROJECTION: FLUSH
 DI0847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0847+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0847_ROD/PIPE-DEPTH: 11.9 meters
 DI0847
 DI0847  HISTORY     - Date     Condition        Report By
 DI0847  HISTORY     - 20050426 MONUMENTED       MNDT
 DI0847
 DI0847                          STATION DESCRIPTION
 DI0847
 DI0847'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0847'THE MARK IS LOCATED 2.5 MILES NORTH OF DOWNER, 2.65 MILES NORTH ALONG
 DI0847'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN
 DI0847'DOWNER, AT TRUNK HIGHWAY 9 MILEPOINT 157.70, 74.6 FEET WEST OF TRUNK
 DI0847'HIGHWAY 9, 54.2 FEET SOUTH OF 70TH AVENUE SOUTH, 2.4 FEET SOUTH OF
 DI0847'RIGHT OF WAY POST, 1.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0841 ***********************************************************************
 DI0841  DESIGNATION -  1409 K
 DI0841  PID         -  DI0841
 DI0841  STATE/COUNTY-  MN/CLAY
 DI0841  COUNTRY     -  US
 DI0841  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0841
 DI0841                         *CURRENT SURVEY CONTROL
 DI0841  ______________________________________________________________________
 DI0841* NAD 83(1986) POSITION- 46 49 08.66   (N) 096 30 16.28   (W)   HD_HELD1  
 DI0841* NAVD 88 ORTHO HEIGHT -   287.943  (meters)     944.69  (feet) ADJUSTED  
 DI0841  ______________________________________________________________________
 DI0841  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DI0841  DYNAMIC HEIGHT  -        287.962 (meters)      944.76  (feet) COMP
 DI0841  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 DI0841
 DI0841  VERT ORDER      -  SECOND    CLASS I
 DI0841
 DI0841.The horizontal coordinates were established by differentially corrected
 DI0841.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI0841.
 DI0841.The orthometric height was determined by differential leveling and
 DI0841.adjusted in September 2006.
 DI0841
 DI0841.Photographs are available for this station.
 DI0841
 DI0841.The dynamic height is computed by dividing the NAVD 88
 DI0841.geopotential number by the normal gravity value computed on the
 DI0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0841.degrees latitude (g = 980.6199 gals.).
 DI0841
 DI0841.The modeled gravity was interpolated from observed gravity values.
 DI0841
 DI0841;                    North         East    Units  Estimated Accuracy
 DI0841;SPC MN C     -   304,635.6     627,982.6     MT  (+/- 3 meters HH1 GPS) 
 DI0841
 DI0841                          SUPERSEDED SURVEY CONTROL
 DI0841
 DI0841.No superseded survey control is available for this station.
 DI0841
 DI0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9035588082(NAD 83)
 DI0841
 DI0841_MARKER: DD = SURVEY DISK
 DI0841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0841_STAMPING: 1409 K 2005
 DI0841_MARK LOGO: MNDT  
 DI0841_PROJECTION: FLUSH
 DI0841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0841+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0841_ROD/PIPE-DEPTH: 13.7 meters
 DI0841
 DI0841  HISTORY     - Date     Condition        Report By
 DI0841  HISTORY     - 20050426 MONUMENTED       MNDT
 DI0841
 DI0841                          STATION DESCRIPTION
 DI0841
 DI0841'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0841'THE MARK IS LOCATED 5 MILES NORTH OF DOWNER, 4.7 MILES NORTH ALONG
 DI0841'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN
 DI0841'DOWNER, AT TRUNK HIGHWAY 9 MILEPOINT 159.75, 57.8 FEET SOUTH OF 50TH
 DI0841'AVENUE SOUTH, 17.7 FEET EAST OF FIELD ENTRANCE, 1.7 FEET WEST OF
 DI0841'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0839 ***********************************************************************
 DI0839  DESIGNATION -  1409 L
 DI0839  PID         -  DI0839
 DI0839  STATE/COUNTY-  MN/CLAY
 DI0839  COUNTRY     -  US
 DI0839  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0839
 DI0839                         *CURRENT SURVEY CONTROL
 DI0839  ______________________________________________________________________
 DI0839* NAD 83(1986) POSITION- 46 50 54.51   (N) 096 30 17.62   (W)   HD_HELD1  
 DI0839* NAVD 88 ORTHO HEIGHT -   287.040  (meters)     941.73  (feet) ADJUSTED  
 DI0839  ______________________________________________________________________
 DI0839  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DI0839  DYNAMIC HEIGHT  -        287.060 (meters)      941.80  (feet) COMP
 DI0839  MODELED GRAVITY -    980,676.1   (mgal)                       NAVD 88
 DI0839
 DI0839  VERT ORDER      -  SECOND    CLASS I
 DI0839
 DI0839.The horizontal coordinates were established by differentially corrected
 DI0839.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI0839.
 DI0839.The orthometric height was determined by differential leveling and
 DI0839.adjusted in September 2006.
 DI0839
 DI0839.Photographs are available for this station.
 DI0839
 DI0839.The dynamic height is computed by dividing the NAVD 88
 DI0839.geopotential number by the normal gravity value computed on the
 DI0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0839.degrees latitude (g = 980.6199 gals.).
 DI0839
 DI0839.The modeled gravity was interpolated from observed gravity values.
 DI0839
 DI0839;                    North         East    Units  Estimated Accuracy
 DI0839;SPC MN C     -   307,903.6     628,047.2     MT  (+/- 3 meters HH1 GPS) 
 DI0839
 DI0839                          SUPERSEDED SURVEY CONTROL
 DI0839
 DI0839.No superseded survey control is available for this station.
 DI0839
 DI0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9022391348(NAD 83)
 DI0839
 DI0839_MARKER: DD = SURVEY DISK
 DI0839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0839_STAMPING: 1409 L 2005
 DI0839_MARK LOGO: MNDT  
 DI0839_PROJECTION: FLUSH
 DI0839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0839+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0839_ROD/PIPE-DEPTH: 15.2 meters
 DI0839
 DI0839  HISTORY     - Date     Condition        Report By
 DI0839  HISTORY     - 20050426 MONUMENTED       MNDT
 DI0839
 DI0839                          STATION DESCRIPTION
 DI0839
 DI0839'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0839'THE MARK IS LOCATED 7 MILES NORTH OF DOWNER, 6.7 MILES NORTH ALONG
 DI0839'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN
 DI0839'DOWNER, AT TRUNK HIGHWAY 9 MILEPOINT 161.75, 72.1 FEET EAST OF TRUNK
 DI0839'HIGHWAY 9, 52.3 FEET NORTH OF 28TH AVENUE SOUTH, 1.5 FEET WEST OF
 DI0839'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0840 ***********************************************************************
 DI0840  DESIGNATION -  1409 M
 DI0840  PID         -  DI0840
 DI0840  STATE/COUNTY-  MN/CLAY
 DI0840  COUNTRY     -  US
 DI0840  USGS QUAD   -  GLYNDON SOUTH (1964)
 DI0840
 DI0840                         *CURRENT SURVEY CONTROL
 DI0840  ______________________________________________________________________
 DI0840* NAD 83(1986) POSITION- 46 51 45.79   (N) 096 30 17.20   (W)   HD_HELD1  
 DI0840* NAVD 88 ORTHO HEIGHT -   286.086  (meters)     938.60  (feet) ADJUSTED  
 DI0840  ______________________________________________________________________
 DI0840  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DI0840  DYNAMIC HEIGHT  -        286.107 (meters)      938.67  (feet) COMP
 DI0840  MODELED GRAVITY -    980,678.0   (mgal)                       NAVD 88
 DI0840
 DI0840  VERT ORDER      -  SECOND    CLASS I
 DI0840
 DI0840.The horizontal coordinates were established by differentially corrected
 DI0840.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI0840.
 DI0840.The orthometric height was determined by differential leveling and
 DI0840.adjusted in September 2006.
 DI0840
 DI0840.Photographs are available for this station.
 DI0840
 DI0840.The dynamic height is computed by dividing the NAVD 88
 DI0840.geopotential number by the normal gravity value computed on the
 DI0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0840.degrees latitude (g = 980.6199 gals.).
 DI0840
 DI0840.The modeled gravity was interpolated from observed gravity values.
 DI0840
 DI0840;                    North         East    Units  Estimated Accuracy
 DI0840;SPC MN C     -   309,486.2     628,101.2     MT  (+/- 3 meters HH1 GPS) 
 DI0840
 DI0840                          SUPERSEDED SURVEY CONTROL
 DI0840
 DI0840.No superseded survey control is available for this station.
 DI0840
 DI0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9018292931(NAD 83)
 DI0840
 DI0840_MARKER: DD = SURVEY DISK
 DI0840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0840_STAMPING: 1409 M 2005
 DI0840_MARK LOGO: MNDT  
 DI0840_PROJECTION: FLUSH
 DI0840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0840+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 DI0840_ROD/PIPE-DEPTH: 18.3 meters
 DI0840
 DI0840  HISTORY     - Date     Condition        Report By
 DI0840  HISTORY     - 20050426 MONUMENTED       MNDT
 DI0840
 DI0840                          STATION DESCRIPTION
 DI0840
 DI0840'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0840'THE MARK IS LOCATED 8 MILES NORTH OF DOWNER, 7.7 MILES NORTH ALONG
 DI0840'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 10 IN
 DI0840'DOWNER, AT TRUNK HIGHWAY 9 MILEPOINT 162.75, 67.3 FEET EAST OF TRUNK
 DI0840'HIGHWAY 9, 53.3 FEET SOUTH OF 12TH AVENUE SOUTH, 16.7 FEET SOUTHWEST
 DI0840'OF CABLE PEDESTAL, 1.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0046 ***********************************************************************
 PP0046  DESIGNATION -  141 BOLT
 PP0046  PID         -  PP0046
 PP0046  STATE/COUNTY-  MN/WABASHA
 PP0046  COUNTRY     -  US
 PP0046  USGS QUAD   -  WABASHA NORTH (1974)
 PP0046
 PP0046                         *CURRENT SURVEY CONTROL
 PP0046  ______________________________________________________________________
 PP0046* NAD 83(1986) POSITION- 44 22 56.     (N) 092 01 44.     (W)   SCALED    
 PP0046* NAVD 88 ORTHO HEIGHT -   206.647  (meters)     677.97  (feet) ADJUSTED  
 PP0046  ______________________________________________________________________
 PP0046  GEOID HEIGHT    -        -30.38  (meters)                     GEOID09
 PP0046  DYNAMIC HEIGHT  -        206.619 (meters)      677.88  (feet) COMP
 PP0046  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 PP0046
 PP0046  VERT ORDER      -  SECOND    CLASS 0
 PP0046
 PP0046.The horizontal coordinates were scaled from a topographic map and have
 PP0046.an estimated accuracy of +/- 6 seconds.
 PP0046.
 PP0046.The orthometric height was determined by differential leveling and
 PP0046.adjusted in June 1991.
 PP0046
 PP0046.The dynamic height is computed by dividing the NAVD 88
 PP0046.geopotential number by the normal gravity value computed on the
 PP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0046.degrees latitude (g = 980.6199 gals.).
 PP0046
 PP0046.The modeled gravity was interpolated from observed gravity values.
 PP0046
 PP0046;                    North         East    Units  Estimated Accuracy
 PP0046;SPC MN S     -   255,470.      957,050.      MT  (+/- 180 meters Scaled)
 PP0046
 PP0046                          SUPERSEDED SURVEY CONTROL
 PP0046
 PP0046  NGVD 29 (??/??/92)  206.64   (m)          678.0    (f) COMPUTED    2 0
 PP0046
 PP0046.Superseded values are not recommended for survey control.
 PP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0046.See file dsdata.txt to determine how the superseded data were derived.
 PP0046
 PP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK773147(NAD 83)
 PP0046
 PP0046_MARKER: B = BOLT
 PP0046_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 PP0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0046
 PP0046  HISTORY     - Date     Condition        Report By
 PP0046  HISTORY     - UNK      MONUMENTED       MRC
 PP0046  HISTORY     - 1970     GOOD             NGS
 PP0046  HISTORY     - 20010331 GOOD             NGS
 PP0046
 PP0046                          STATION DESCRIPTION
 PP0046
 PP0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0046'0.2 MI SE FROM WABASHA.
 PP0046'ABOUT 0.2 MILE SOUTHEAST ALONG LAWRENCE BOULEVARD EAST FROM THE POST
 PP0046'OFFICE AT WABASHA, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PP0046'BOULEVARD, 41 FEET NORTHEAST OF THE EAST CORNER OF HOUSE NUMBER 418,
 PP0046'36 FEET NORTH OF THE NORTH CORNER OF HOUSE NUMBER 430, 6.0 FEET
 PP0046'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 1/2 FOOT
 PP0046'NORTHEAST OF A 5-INCH BIRCH TREE, AND IS A COPPER BOLT LEADED IN AN
 PP0046'18- X 18- INCH TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 PP0046'THROUGH AN IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP
 PP0046'THAT IS STAMPED 44 23 01 92 01 54 AND IS DESIGNATED PBM 142 (MRC)
 PP0046'RESET.  SEC 28, T 111N, R 10W.
 PP0046
 PP0046                          STATION RECOVERY (2001)
 PP0046
 PP0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI9681 ***********************************************************************
 DI9681  HT_MOD      -  This is a Height Modernization Survey Station.
 DI9681  DESIGNATION -  141 ES
 DI9681  PID         -  DI9681
 DI9681  STATE/COUNTY-  MN/SIBLEY
 DI9681  COUNTRY     -  US
 DI9681  USGS QUAD   -  STEWART (1982)
 DI9681
 DI9681                         *CURRENT SURVEY CONTROL
 DI9681  ______________________________________________________________________
 DI9681* NAD 83(2007) POSITION- 44 38 13.71460(N) 094 29 52.88385(W)   ADJUSTED  
 DI9681* NAD 83(2007) ELLIP HT-   292.486 (meters)        (03/13/09)   ADJUSTED
 DI9681* NAD 83(2007) EPOCH   -  2002.00
 DI9681* NAVD 88 ORTHO HEIGHT -   320.17   (meters)    1050.4   (feet) GPS OBS   
 DI9681  ______________________________________________________________________
 DI9681  NAD 83(2007) X  -   -356,536.079 (meters)                     COMP
 DI9681  NAD 83(2007) Y  - -4,532,219.481 (meters)                     COMP
 DI9681  NAD 83(2007) Z  -  4,458,950.682 (meters)                     COMP
 DI9681  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC09
 DI9681  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DI9681  HORZ ORDER      -  FIRST
 DI9681  ELLP ORDER      -  THIRD     CLASS I
 DI9681
 DI9681.The horizontal coordinates were established by GPS observations
 DI9681.and adjusted by the National Geodetic Survey in March 2009.
 DI9681
 DI9681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI9681.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI9681
 DI9681.The horizontal coordinates are valid at the epoch date displayed above
 DI9681.which is a decimal equivalence of Year/Month/Day.
 DI9681
 DI9681.The orthometric height was determined by GPS observations and a
 DI9681.high-resolution geoid model using precise GPS observation and
 DI9681.processing techniques.
 DI9681
 DI9681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9681
 DI9681.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI9681
 DI9681.The ellipsoidal height was determined by GPS observations
 DI9681.and is referenced to NAD 83.
 DI9681
 DI9681. The following values were computed from the NAD 83(2007) position.
 DI9681
 DI9681;                    North         East     Units Scale Factor Converg.
 DI9681;SPC MN S     -   282,025.935   760,488.600   MT  0.99992483   -0 20 56.7
 DI9681;SPC MN S     -   925,280.09  2,495,036.35   sFT  0.99992483   -0 20 56.7
 DI9681;UTM  15      - 4,943,734.274   381,189.831   MT  0.99977359   -1 03 09.6
 DI9681
 DI9681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9681!SPC MN S     -   0.99995414  x   0.99992483  =   0.99987898
 DI9681!UTM  15      -   0.99995414  x   0.99977359  =   0.99972774
 DI9681
 DI9681                          SUPERSEDED SURVEY CONTROL
 DI9681
 DI9681  NAD 83(1996)-  44 38 13.71400(N)    094 29 52.88348(W) AD(       ) 1
 DI9681  ELLIP H (07/10/07)  292.535  (m)                       GP(       ) 3 2
 DI9681  NAVD 88 (07/10/07)  320.2    (m)  GEOID03 model used   GPS OBS        
 DI9681
 DI9681.Superseded values are not recommended for survey control.
 DI9681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9681.See file dsdata.txt to determine how the superseded data were derived.
 DI9681
 DI9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8118943734(NAD 83)
 DI9681
 DI9681_MARKER: DB = BENCH MARK DISK
 DI9681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI9681_STAMPING: 141 ES TT 1955
 DI9681_MARK LOGO: USGS  
 DI9681_PROJECTION: FLUSH
 DI9681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9681+STABILITY: SURFACE MOTION
 DI9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9681+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 DI9681
 DI9681  HISTORY     - Date     Condition        Report By
 DI9681  HISTORY     - 1955     MONUMENTED       USGS
 DI9681  HISTORY     - 20070327 GOOD             MNDT
 DI9681
 DI9681                          STATION DESCRIPTION
 DI9681
 DI9681'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DI9681'6.0 MILES SOUTH AND 0.5 MILES WEST OF STEWART, 1.5 MILES WEST ON TRUNK
 DI9681'HIGHWAY 212 MAINSTREET IN STEWART, THEN 0.5 MILES SOUTH ON RENVILLE
 DI9681'COUNTY ROAD 20, THEN 3.0 MILES SOUTH ON SIBLEY COUNTY ROAD 2, THEN 0.1
 DI9681'MILES EAST ON 190TH STREET, THEN 2.5 MILES SOUTH ON ZANE AVENUE, 48.0
 DI9681'FEET WEST OF ZANE AVENUE, CENTER OF EXTENDED 15TH STREET, 2.0 FEET
 DI9681'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0732 ***********************************************************************
 RP0732  DESIGNATION -  1410 A
 RP0732  PID         -  RP0732
 RP0732  STATE/COUNTY-  MN/CLAY
 RP0732  COUNTRY     -  US
 RP0732  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0732
 RP0732                         *CURRENT SURVEY CONTROL
 RP0732  ______________________________________________________________________
 RP0732* NAD 83(1986) POSITION- 46 55 11.     (N) 096 30 23.     (W)   SCALED    
 RP0732* NAVD 88 ORTHO HEIGHT -   285.703  (meters)     937.34  (feet) ADJUSTED  
 RP0732  ______________________________________________________________________
 RP0732  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 RP0732  DYNAMIC HEIGHT  -        285.728 (meters)      937.43  (feet) COMP
 RP0732  MODELED GRAVITY -    980,690.9   (mgal)                       NAVD 88
 RP0732
 RP0732  VERT ORDER      -  FIRST     CLASS II
 RP0732
 RP0732.The horizontal coordinates were scaled from a topographic map and have
 RP0732.an estimated accuracy of +/- 6 seconds.
 RP0732.
 RP0732.The orthometric height was determined by differential leveling and
 RP0732.adjusted in June 1991.
 RP0732
 RP0732.The dynamic height is computed by dividing the NAVD 88
 RP0732.geopotential number by the normal gravity value computed on the
 RP0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0732.degrees latitude (g = 980.6199 gals.).
 RP0732
 RP0732.The modeled gravity was interpolated from observed gravity values.
 RP0732
 RP0732;                    North         East    Units  Estimated Accuracy
 RP0732;SPC MN C     -   315,820.      628,160.      MT  (+/- 180 meters Scaled)
 RP0732
 RP0732                          SUPERSEDED SURVEY CONTROL
 RP0732
 RP0732.No superseded survey control is available for this station.
 RP0732
 RP0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS898992(NAD 83)
 RP0732
 RP0732_MARKER: DD = SURVEY DISK
 RP0732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0732_SP_SET: BRIDGE
 RP0732_STAMPING: 1929 ADJ NO 1410 A 1947
 RP0732_MARK LOGO: MNDT  
 RP0732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0732
 RP0732  HISTORY     - Date     Condition        Report By
 RP0732  HISTORY     - 1947     MONUMENTED       MNDT
 RP0732  HISTORY     - 1982     GOOD             NGS
 RP0732
 RP0732                          STATION DESCRIPTION
 RP0732
 RP0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0732'10.8 KM (6.7 MI) NE FROM GLYNDON.
 RP0732'5.8 KM (3.6 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 RP0732'GLYNDON, THENCE 5.0 KM (3.1 MI) NORTH ALONG STATE ROUTE 9, SET IN THE
 RP0732'EAST END OF THE SOUTH HEADWALL OF A SMALL HIGHWAY BRIDGE, 9.7 METERS
 RP0732'(31.8 FT) EAST OF THE CENTERLINE OF STATE ROUTE 9.
 RP0732'THE MARK IS 0.15 M BELOW ROUTE 9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0734 ***********************************************************************
 RP0734  DESIGNATION -  1410 B
 RP0734  PID         -  RP0734
 RP0734  STATE/COUNTY-  MN/CLAY
 RP0734  COUNTRY     -  US
 RP0734  USGS QUAD   -  GLYNDON NORTH (1964)
 RP0734
 RP0734                         *CURRENT SURVEY CONTROL
 RP0734  ______________________________________________________________________
 RP0734* NAD 83(1986) POSITION- 46 56 56.     (N) 096 30 22.     (W)   SCALED    
 RP0734* NAVD 88 ORTHO HEIGHT -   284.958  (meters)     934.90  (feet) ADJUSTED  
 RP0734  ______________________________________________________________________
 RP0734  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 RP0734  DYNAMIC HEIGHT  -        284.985 (meters)      934.99  (feet) COMP
 RP0734  MODELED GRAVITY -    980,700.4   (mgal)                       NAVD 88
 RP0734
 RP0734  VERT ORDER      -  FIRST     CLASS II
 RP0734
 RP0734.The horizontal coordinates were scaled from a topographic map and have
 RP0734.an estimated accuracy of +/- 6 seconds.
 RP0734.
 RP0734.The orthometric height was determined by differential leveling and
 RP0734.adjusted in June 1991.
 RP0734
 RP0734.The dynamic height is computed by dividing the NAVD 88
 RP0734.geopotential number by the normal gravity value computed on the
 RP0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0734.degrees latitude (g = 980.6199 gals.).
 RP0734
 RP0734.The modeled gravity was interpolated from observed gravity values.
 RP0734
 RP0734;                    North         East    Units  Estimated Accuracy
 RP0734;SPC MN C     -   319,060.      628,270.      MT  (+/- 180 meters Scaled)
 RP0734
 RP0734                          SUPERSEDED SURVEY CONTROL
 RP0734
 RP0734.No superseded survey control is available for this station.
 RP0734
 RP0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT897025(NAD 83)
 RP0734
 RP0734_MARKER: DD = SURVEY DISK
 RP0734_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0734_SP_SET: BRIDGE
 RP0734_STAMPING: 1929 ADJ 1410 B 1947
 RP0734_MARK LOGO: MNDT  
 RP0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0734
 RP0734  HISTORY     - Date     Condition        Report By
 RP0734  HISTORY     - 1947     MONUMENTED       MNDT
 RP0734  HISTORY     - 1982     GOOD             NGS
 RP0734
 RP0734                          STATION DESCRIPTION
 RP0734
 RP0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0734'14.3 KM (8.85 MI) NE FROM GLYNDON.
 RP0734'5.8 KM (3.6 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 RP0734'GLYNDON, THENCE 8.5 KM (5.25 MI) NORTH ALONG STATE ROUTE 9, AT A
 RP0734'GRAVEL CROSSROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL
 RP0734'OF A SMALL BRIDGE, 6.0 METERS (19.8 FT) EAST OF THE CENTERLINE OF
 RP0734'ROUTE 9.
 RP0734'THE MARK IS 0.15 M BELOW ROUTE 9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1180 ***********************************************************************
 SL1180  DESIGNATION -  1410 D RESET
 SL1180  PID         -  SL1180
 SL1180  STATE/COUNTY-  MN/CLAY
 SL1180  COUNTRY     -  US
 SL1180  USGS QUAD   -  BORUP (1966)
 SL1180
 SL1180                         *CURRENT SURVEY CONTROL
 SL1180  ______________________________________________________________________
 SL1180* NAD 83(1986) POSITION- 47 09 03.     (N) 096 30 02.     (W)   SCALED    
 SL1180* NAVD 88 ORTHO HEIGHT -   277.726  (meters)     911.17  (feet) ADJUSTED  
 SL1180  ______________________________________________________________________
 SL1180  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 SL1180  DYNAMIC HEIGHT  -        277.763 (meters)      911.29  (feet) COMP
 SL1180  MODELED GRAVITY -    980,739.6   (mgal)                       NAVD 88
 SL1180
 SL1180  VERT ORDER      -  FIRST     CLASS II
 SL1180
 SL1180.The horizontal coordinates were scaled from a topographic map and have
 SL1180.an estimated accuracy of +/- 6 seconds.
 SL1180.
 SL1180.The orthometric height was determined by differential leveling and
 SL1180.adjusted in June 1991.
 SL1180
 SL1180.The dynamic height is computed by dividing the NAVD 88
 SL1180.geopotential number by the normal gravity value computed on the
 SL1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1180.degrees latitude (g = 980.6199 gals.).
 SL1180
 SL1180.The modeled gravity was interpolated from observed gravity values.
 SL1180
 SL1180;                    North         East    Units  Estimated Accuracy
 SL1180;SPC MN C     -   341,490.      629,330.      MT  (+/- 180 meters Scaled)
 SL1180
 SL1180                          SUPERSEDED SURVEY CONTROL
 SL1180
 SL1180.No superseded survey control is available for this station.
 SL1180
 SL1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT894249(NAD 83)
 SL1180
 SL1180_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1180_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1180_SP_SET: CULVERT
 SL1180_STAMPING: 1410 D RESET
 SL1180_MARK LOGO: MNDT  
 SL1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1180
 SL1180  HISTORY     - Date     Condition        Report By
 SL1180  HISTORY     - UNK      MONUMENTED       MNDT
 SL1180  HISTORY     - 1982     GOOD             NGS
 SL1180
 SL1180                          STATION DESCRIPTION
 SL1180
 SL1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1180'8.1 KM (5.0 MI) NORTH FROM FELTON.
 SL1180'8.1 KM (5.05 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1180'COUNTY ROAD 34 IN FELTON, AT A GRAVEL CROSSROAD AND THE NORMAN-CLAY
 SL1180'COUNTY LINE, SET IN TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 SL1180'DOUBLE BOX CULVERT UNDER THE HIGHWAY, 12.6 METERS (41.4 FT) EAST OF
 SL1180'THE CENTERLINE OF THE HIGHWAY.
 SL1180'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1178 ***********************************************************************
 SL1178  DESIGNATION -  1410 E RESET
 SL1178  PID         -  SL1178
 SL1178  STATE/COUNTY-  MN/CLAY
 SL1178  COUNTRY     -  US
 SL1178  USGS QUAD   -  BORUP (1966)
 SL1178
 SL1178                         *CURRENT SURVEY CONTROL
 SL1178  ______________________________________________________________________
 SL1178* NAD 83(1986) POSITION- 47 08 10.     (N) 096 30 10.     (W)   SCALED    
 SL1178* NAVD 88 ORTHO HEIGHT -   278.306  (meters)     913.08  (feet) ADJUSTED  
 SL1178  ______________________________________________________________________
 SL1178  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 SL1178  DYNAMIC HEIGHT  -        278.343 (meters)      913.20  (feet) COMP
 SL1178  MODELED GRAVITY -    980,739.0   (mgal)                       NAVD 88
 SL1178
 SL1178  VERT ORDER      -  FIRST     CLASS II
 SL1178
 SL1178.The horizontal coordinates were scaled from a topographic map and have
 SL1178.an estimated accuracy of +/- 6 seconds.
 SL1178.
 SL1178.The orthometric height was determined by differential leveling and
 SL1178.adjusted in June 1991.
 SL1178
 SL1178.The dynamic height is computed by dividing the NAVD 88
 SL1178.geopotential number by the normal gravity value computed on the
 SL1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1178.degrees latitude (g = 980.6199 gals.).
 SL1178
 SL1178.The modeled gravity was interpolated from observed gravity values.
 SL1178
 SL1178;                    North         East    Units  Estimated Accuracy
 SL1178;SPC MN C     -   339,860.      629,120.      MT  (+/- 180 meters Scaled)
 SL1178
 SL1178                          SUPERSEDED SURVEY CONTROL
 SL1178
 SL1178.No superseded survey control is available for this station.
 SL1178
 SL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT893233(NAD 83)
 SL1178
 SL1178_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1178_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1178_SP_SET: HEADWALL
 SL1178_STAMPING: 1410 E RESET
 SL1178_MARK LOGO: MNDT  
 SL1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1178
 SL1178  HISTORY     - Date     Condition        Report By
 SL1178  HISTORY     - UNK      MONUMENTED       MNDT
 SL1178  HISTORY     - 1982     GOOD             NGS
 SL1178
 SL1178                          STATION DESCRIPTION
 SL1178
 SL1178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1178'6.5 KM (4.0 MI) NORTH FROM FELTON.
 SL1178'6.5 KM (4.05 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1178'COUNTY ROAD 34 IN FELTON, AT A GRAVEL CROSSROAD, SET IN THE TOP OF THE
 SL1178'SOUTH END OF THE EAST CONCRETE HEADWALL OF A DOUBLE BOX CULVERT,
 SL1178'13.6 METERS (44.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 SL1178'THE MARK IS 0.15 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1177 ***********************************************************************
 SL1177  DESIGNATION -  1410 F RESET
 SL1177  PID         -  SL1177
 SL1177  STATE/COUNTY-  MN/CLAY
 SL1177  COUNTRY     -  US
 SL1177  USGS QUAD   -  FELTON (1966)
 SL1177
 SL1177                         *CURRENT SURVEY CONTROL
 SL1177  ______________________________________________________________________
 SL1177* NAD 83(1986) POSITION- 47 07 18.     (N) 096 30 02.     (W)   SCALED    
 SL1177* NAVD 88 ORTHO HEIGHT -   278.307  (meters)     913.08  (feet) ADJUSTED  
 SL1177  ______________________________________________________________________
 SL1177  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 SL1177  DYNAMIC HEIGHT  -        278.344 (meters)      913.20  (feet) COMP
 SL1177  MODELED GRAVITY -    980,738.1   (mgal)                       NAVD 88
 SL1177
 SL1177  VERT ORDER      -  FIRST     CLASS II
 SL1177
 SL1177.The horizontal coordinates were scaled from a topographic map and have
 SL1177.an estimated accuracy of +/- 6 seconds.
 SL1177.
 SL1177.The orthometric height was determined by differential leveling and
 SL1177.adjusted in June 1991.
 SL1177
 SL1177.Photographs are available for this station.
 SL1177
 SL1177.The dynamic height is computed by dividing the NAVD 88
 SL1177.geopotential number by the normal gravity value computed on the
 SL1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1177.degrees latitude (g = 980.6199 gals.).
 SL1177
 SL1177.The modeled gravity was interpolated from observed gravity values.
 SL1177
 SL1177;                    North         East    Units  Estimated Accuracy
 SL1177;SPC MN C     -   338,250.      629,240.      MT  (+/- 180 meters Scaled)
 SL1177
 SL1177                          SUPERSEDED SURVEY CONTROL
 SL1177
 SL1177.No superseded survey control is available for this station.
 SL1177
 SL1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT895217(NAD 83)
 SL1177
 SL1177_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1177_SP_SET: CULVERT
 SL1177_STAMPING: 1410 F RESET
 SL1177_MARK LOGO: MNDT  
 SL1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1177
 SL1177  HISTORY     - Date     Condition        Report By
 SL1177  HISTORY     - UNK      MONUMENTED       MNDT
 SL1177  HISTORY     - 1982     GOOD             NGS
 SL1177
 SL1177                          STATION DESCRIPTION
 SL1177
 SL1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1177'4.9 KM (3.05 MI) NORTH FROM FELTON.
 SL1177'4.9 KM (3.05 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1177'COUNTY ROAD 34 IN FELTON, AT A GRAVEL CROSSROAD (COUNTY ROAD 40), SET
 SL1177'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A DOUBLE
 SL1177'BOX CULVERT, 12.5 METERS (41.0 FT) EAST OF THE CENTERLINE OF THE
 SL1177'HIGHWAY.
 SL1177'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1175 ***********************************************************************
 SL1175  DESIGNATION -  1410 G RESET
 SL1175  PID         -  SL1175
 SL1175  STATE/COUNTY-  MN/CLAY
 SL1175  COUNTRY     -  US
 SL1175  USGS QUAD   -  ULEN SW (1966)
 SL1175
 SL1175                         *CURRENT SURVEY CONTROL
 SL1175  ______________________________________________________________________
 SL1175* NAD 83(1986) POSITION- 47 05 34.     (N) 096 30 00.     (W)   SCALED    
 SL1175* NAVD 88 ORTHO HEIGHT -   278.752  (meters)     914.54  (feet) ADJUSTED  
 SL1175  ______________________________________________________________________
 SL1175  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 SL1175  DYNAMIC HEIGHT  -        278.788 (meters)      914.66  (feet) COMP
 SL1175  MODELED GRAVITY -    980,734.9   (mgal)                       NAVD 88
 SL1175
 SL1175  VERT ORDER      -  FIRST     CLASS II
 SL1175
 SL1175.The horizontal coordinates were scaled from a topographic map and have
 SL1175.an estimated accuracy of +/- 6 seconds.
 SL1175.
 SL1175.The orthometric height was determined by differential leveling and
 SL1175.adjusted in June 1991.
 SL1175
 SL1175.The dynamic height is computed by dividing the NAVD 88
 SL1175.geopotential number by the normal gravity value computed on the
 SL1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1175.degrees latitude (g = 980.6199 gals.).
 SL1175
 SL1175.The modeled gravity was interpolated from observed gravity values.
 SL1175
 SL1175;                    North         East    Units  Estimated Accuracy
 SL1175;SPC MN C     -   335,040.      629,190.      MT  (+/- 180 meters Scaled)
 SL1175
 SL1175                          SUPERSEDED SURVEY CONTROL
 SL1175
 SL1175.No superseded survey control is available for this station.
 SL1175
 SL1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT897185(NAD 83)
 SL1175
 SL1175_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1175_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1175_SP_SET: HEADWALL
 SL1175_STAMPING: 1410 G RESET
 SL1175_MARK LOGO: MNDT  
 SL1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1175
 SL1175  HISTORY     - Date     Condition        Report By
 SL1175  HISTORY     - UNK      MONUMENTED       MNDT
 SL1175  HISTORY     - 1982     GOOD             NGS
 SL1175
 SL1175                          STATION DESCRIPTION
 SL1175
 SL1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1175'1.6 KM (1.0 MI) NORTH FROM FELTON.
 SL1175'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1175'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1175'COUNTY ROAD 34 IN FELTON, SET IN THE TOP OF THE SOUTH END OF THE EAST
 SL1175'HEADWALL OF A DOUBLE BOX CULVERT UNDER THE HIGHWAY, 11.6 METERS
 SL1175'(38.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 SL1175'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1173 ***********************************************************************
 SL1173  DESIGNATION -  1410 H RESET
 SL1173  PID         -  SL1173
 SL1173  STATE/COUNTY-  MN/CLAY
 SL1173  COUNTRY     -  US
 SL1173  USGS QUAD   -  FELTON (1966)
 SL1173
 SL1173                         *CURRENT SURVEY CONTROL
 SL1173  ______________________________________________________________________
 SL1173* NAD 83(1986) POSITION- 47 03 48.     (N) 096 30 02.     (W)   SCALED    
 SL1173* NAVD 88 ORTHO HEIGHT -   280.182  (meters)     919.23  (feet) ADJUSTED  
 SL1173  ______________________________________________________________________
 SL1173  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 SL1173  DYNAMIC HEIGHT  -        280.217 (meters)      919.35  (feet) COMP
 SL1173  MODELED GRAVITY -    980,730.9   (mgal)                       NAVD 88
 SL1173
 SL1173  VERT ORDER      -  FIRST     CLASS II
 SL1173
 SL1173.The horizontal coordinates were scaled from a topographic map and have
 SL1173.an estimated accuracy of +/- 6 seconds.
 SL1173.
 SL1173.The orthometric height was determined by differential leveling and
 SL1173.adjusted in June 1991.
 SL1173
 SL1173.The dynamic height is computed by dividing the NAVD 88
 SL1173.geopotential number by the normal gravity value computed on the
 SL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1173.degrees latitude (g = 980.6199 gals.).
 SL1173
 SL1173.The modeled gravity was interpolated from observed gravity values.
 SL1173
 SL1173;                    North         East    Units  Estimated Accuracy
 SL1173;SPC MN C     -   331,770.      629,060.      MT  (+/- 180 meters Scaled)
 SL1173
 SL1173                          SUPERSEDED SURVEY CONTROL
 SL1173
 SL1173.No superseded survey control is available for this station.
 SL1173
 SL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT897152(NAD 83)
 SL1173
 SL1173_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1173_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1173_SP_SET: HEADWALL
 SL1173_STAMPING: 1410 H RESET
 SL1173_MARK LOGO: MNDT  
 SL1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1173
 SL1173  HISTORY     - Date     Condition        Report By
 SL1173  HISTORY     - UNK      MONUMENTED       MNDT
 SL1173  HISTORY     - 1982     GOOD             NGS
 SL1173
 SL1173                          STATION DESCRIPTION
 SL1173
 SL1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1173'1.7 KM (1.05 MI) SOUTH FROM FELTON.
 SL1173'1.7 KM (1.05 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1173'COUNTY ROAD 34 IN FELTON, ABOUT 26.0 METERS (85.0 FT) SOUTH OF THE
 SL1173'SOUTHWEST CORNER OF FELTON CEMETARY, SET IN THE TOP AND 0.3 METER
 SL1173'(1.0 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE DOUBLE
 SL1173'BOX CULVERT UNDER THE HIGHWAY, 11.0 METERS (36.0 FT) EAST OF
 SL1173'CENTERLINE OF HIGHWAY.
 SL1173'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1171 ***********************************************************************
 SL1171  DESIGNATION -  1410 I RESET
 SL1171  PID         -  SL1171
 SL1171  STATE/COUNTY-  MN/CLAY
 SL1171  COUNTRY     -  US
 SL1171  USGS QUAD   -  ULEN SW (1966)
 SL1171
 SL1171                         *CURRENT SURVEY CONTROL
 SL1171  ______________________________________________________________________
 SL1171* NAD 83(1986) POSITION- 47 02 00.     (N) 096 29 59.     (W)   SCALED    
 SL1171* NAVD 88 ORTHO HEIGHT -   281.999  (meters)     925.19  (feet) ADJUSTED  
 SL1171  ______________________________________________________________________
 SL1171  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 SL1171  DYNAMIC HEIGHT  -        282.033 (meters)      925.30  (feet) COMP
 SL1171  MODELED GRAVITY -    980,726.5   (mgal)                       NAVD 88
 SL1171
 SL1171  VERT ORDER      -  FIRST     CLASS II
 SL1171
 SL1171.The horizontal coordinates were scaled from a topographic map and have
 SL1171.an estimated accuracy of +/- 6 seconds.
 SL1171.
 SL1171.The orthometric height was determined by differential leveling and
 SL1171.adjusted in June 1991.
 SL1171
 SL1171.The dynamic height is computed by dividing the NAVD 88
 SL1171.geopotential number by the normal gravity value computed on the
 SL1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1171.degrees latitude (g = 980.6199 gals.).
 SL1171
 SL1171.The modeled gravity was interpolated from observed gravity values.
 SL1171
 SL1171;                    North         East    Units  Estimated Accuracy
 SL1171;SPC MN C     -   328,430.      629,030.      MT  (+/- 180 meters Scaled)
 SL1171
 SL1171                          SUPERSEDED SURVEY CONTROL
 SL1171
 SL1171.No superseded survey control is available for this station.
 SL1171
 SL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT899119(NAD 83)
 SL1171
 SL1171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1171_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1171_SP_SET: CULVERT
 SL1171_STAMPING: 1410 I RESET
 SL1171_MARK LOGO: MNDT  
 SL1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1171
 SL1171  HISTORY     - Date     Condition        Report By
 SL1171  HISTORY     - UNK      MONUMENTED       MNDT
 SL1171  HISTORY     - 1982     GOOD             NGS
 SL1171
 SL1171                          STATION DESCRIPTION
 SL1171
 SL1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1171'5.2 KM (3.2 MI) SOUTH FROM FELTON.
 SL1171'5.2 KM (3.2 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1171'COUNTY ROAD 34 IN FELTON, AT COUNTY DITCH NUMBER 45, SET IN TOP OF AND
 SL1171'0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A
 SL1171'LARGE DOUBLE BOX CULVERT UNDER THE HIGHWAY, 11.0 METERS (36.0 FT) EAST
 SL1171'OF THE CENTERLINE OF THE HIGHWAY.
 SL1171'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1170 ***********************************************************************
 SL1170  DESIGNATION -  1410 J RESET
 SL1170  PID         -  SL1170
 SL1170  STATE/COUNTY-  MN/CLAY
 SL1170  COUNTRY     -  US
 SL1170  USGS QUAD   -  ULEN SW (1966)
 SL1170
 SL1170                         *CURRENT SURVEY CONTROL
 SL1170  ______________________________________________________________________
 SL1170* NAD 83(1986) POSITION- 47 01 13.     (N) 096 29 59.     (W)   SCALED    
 SL1170* NAVD 88 ORTHO HEIGHT -   282.703  (meters)     927.50  (feet) ADJUSTED  
 SL1170  ______________________________________________________________________
 SL1170  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 SL1170  DYNAMIC HEIGHT  -        282.736 (meters)      927.61  (feet) COMP
 SL1170  MODELED GRAVITY -    980,724.5   (mgal)                       NAVD 88
 SL1170
 SL1170  VERT ORDER      -  FIRST     CLASS II
 SL1170
 SL1170.The horizontal coordinates were scaled from a topographic map and have
 SL1170.an estimated accuracy of +/- 6 seconds.
 SL1170.
 SL1170.The orthometric height was determined by differential leveling and
 SL1170.adjusted in June 1991.
 SL1170
 SL1170.The dynamic height is computed by dividing the NAVD 88
 SL1170.geopotential number by the normal gravity value computed on the
 SL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1170.degrees latitude (g = 980.6199 gals.).
 SL1170
 SL1170.The modeled gravity was interpolated from observed gravity values.
 SL1170
 SL1170;                    North         East    Units  Estimated Accuracy
 SL1170;SPC MN C     -   326,980.      628,980.      MT  (+/- 180 meters Scaled)
 SL1170
 SL1170                          SUPERSEDED SURVEY CONTROL
 SL1170
 SL1170.No superseded survey control is available for this station.
 SL1170
 SL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT900104(NAD 83)
 SL1170
 SL1170_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 SL1170_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SL1170_SP_SET: CULVERT
 SL1170_STAMPING: 1410 J RESET
 SL1170_MARK LOGO: MNDT  
 SL1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL1170
 SL1170  HISTORY     - Date     Condition        Report By
 SL1170  HISTORY     - UNK      MONUMENTED       MNDT
 SL1170  HISTORY     - 1982     GOOD             NGS
 SL1170
 SL1170                          STATION DESCRIPTION
 SL1170
 SL1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 SL1170'6.6 KM (4.1 MI) SOUTH FROM FELTON.
 SL1170'6.6 KM (4.1 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 SL1170'COUNTY ROAD 34 IN FELTON, AT COUNTY DITCH NUMBER 10, SET IN THE TOP
 SL1170'AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE EAST HEADWALL OF
 SL1170'A LARGE DOUBLE BOX CULVERT UNDER HIGHWAY, 11.9 METERS (39.0 FT) EAST
 SL1170'OF THE CENTERLINE OF THE HIGHWAY.
 SL1170'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0737 ***********************************************************************
 RP0737  DESIGNATION -  1410 K RESET
 RP0737  PID         -  RP0737
 RP0737  STATE/COUNTY-  MN/CLAY
 RP0737  COUNTRY     -  US
 RP0737  USGS QUAD   -  HAWLEY NW (1966)
 RP0737
 RP0737                         *CURRENT SURVEY CONTROL
 RP0737  ______________________________________________________________________
 RP0737* NAD 83(1986) POSITION- 46 59 29.     (N) 096 29 59.     (W)   SCALED    
 RP0737* NAVD 88 ORTHO HEIGHT -   284.047  (meters)     931.91  (feet) ADJUSTED  
 RP0737  ______________________________________________________________________
 RP0737  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 RP0737  DYNAMIC HEIGHT  -        284.079 (meters)      932.02  (feet) COMP
 RP0737  MODELED GRAVITY -    980,717.1   (mgal)                       NAVD 88
 RP0737
 RP0737  VERT ORDER      -  FIRST     CLASS II
 RP0737
 RP0737.The horizontal coordinates were scaled from a topographic map and have
 RP0737.an estimated accuracy of +/- 6 seconds.
 RP0737.
 RP0737.The orthometric height was determined by differential leveling and
 RP0737.adjusted in June 1991.
 RP0737
 RP0737.The dynamic height is computed by dividing the NAVD 88
 RP0737.geopotential number by the normal gravity value computed on the
 RP0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0737.degrees latitude (g = 980.6199 gals.).
 RP0737
 RP0737.The modeled gravity was interpolated from observed gravity values.
 RP0737
 RP0737;                    North         East    Units  Estimated Accuracy
 RP0737;SPC MN C     -   323,770.      628,890.      MT  (+/- 180 meters Scaled)
 RP0737
 RP0737                          SUPERSEDED SURVEY CONTROL
 RP0737
 RP0737.No superseded survey control is available for this station.
 RP0737
 RP0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT901072(NAD 83)
 RP0737
 RP0737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RP0737_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0737_SP_SET: HEADWALL
 RP0737_STAMPING: 1410 K RESET
 RP0737_MARK LOGO: MNDT  
 RP0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0737
 RP0737  HISTORY     - Date     Condition        Report By
 RP0737  HISTORY     - UNK      MONUMENTED       MNDT
 RP0737  HISTORY     - 1982     GOOD             NGS
 RP0737
 RP0737                          STATION DESCRIPTION
 RP0737
 RP0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RP0737'10.0 KM (6.2 MI) SOUTH FROM FELTON.
 RP0737'10.0 KM (6.2 MI) SOUTH ALONG STATE HIGHWAY 9 FROM THE JUNCTION OF
 RP0737'COUNTY ROAD 34 IN FELTON, SET IN THE TOP AND 0.3 METER (1.0 FT) NORTH
 RP0737'OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE 3 CHANNEL BOX CULVERT
 RP0737'UNDER THE HIGHWAY, 11.0 METERS (36.0 FT) EAST OF THE CENTERLINE OF THE
 RP0737'HIGHWAY, AND 18.3 METERS (60.0 FT) SOUTH OF A GRAVEL ROAD.
 RP0737'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7145 ***********************************************************************
 DG7145  DESIGNATION -  1410 M
 DG7145  PID         -  DG7145
 DG7145  STATE/COUNTY-  MN/CLAY
 DG7145  COUNTRY     -  US
 DG7145  USGS QUAD   -  GLYNDON NORTH (1964)
 DG7145
 DG7145                         *CURRENT SURVEY CONTROL
 DG7145  ______________________________________________________________________
 DG7145* NAD 83(1986) POSITION- 46 52 46.2    (N) 096 30 18.9    (W)   HD_HELD2  
 DG7145* NAVD 88 ORTHO HEIGHT -   288.512  (meters)     946.56  (feet) ADJUSTED  
 DG7145  ______________________________________________________________________
 DG7145  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DG7145  DYNAMIC HEIGHT  -        288.533 (meters)      946.63  (feet) COMP
 DG7145  MODELED GRAVITY -    980,681.0   (mgal)                       NAVD 88
 DG7145
 DG7145  VERT ORDER      -  SECOND    CLASS I
 DG7145
 DG7145.The horizontal coordinates were established by autonomous hand held GPS
 DG7145.observations and have an estimated accuracy of +/- 10 meters.
 DG7145.
 DG7145.The orthometric height was determined by differential leveling and
 DG7145.adjusted in December 2004.
 DG7145
 DG7145.No vertical observational check was made to the station.
 DG7145
 DG7145.Photographs are available for this station.
 DG7145
 DG7145.The dynamic height is computed by dividing the NAVD 88
 DG7145.geopotential number by the normal gravity value computed on the
 DG7145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7145.degrees latitude (g = 980.6199 gals.).
 DG7145
 DG7145.The modeled gravity was interpolated from observed gravity values.
 DG7145
 DG7145;                    North         East    Units  Estimated Accuracy
 DG7145;SPC MN C     -   311,352.      628,118.      MT  (+/- 10 meters HH2 GPS)
 DG7145
 DG7145                          SUPERSEDED SURVEY CONTROL
 DG7145
 DG7145.No superseded survey control is available for this station.
 DG7145
 DG7145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9008694795(NAD 83)
 DG7145
 DG7145_MARKER: DV = VERTICAL CONTROL DISK
 DG7145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7145_SP_SET: BRIDGE ABUTMENT
 DG7145_STAMPING: 1410 M 1979
 DG7145_MARK LOGO: MNHD  
 DG7145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7145+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 DG7145
 DG7145  HISTORY     - Date     Condition        Report By
 DG7145  HISTORY     - 1979     MONUMENTED       MNHD
 DG7145  HISTORY     - 20010404 GOOD             MNDT
 DG7145  HISTORY     - 20050413 GOOD             MNDT
 DG7145  HISTORY     - 20060907 GOOD             GEOCAC
 DG7145
 DG7145                          STATION DESCRIPTION
 DG7145
 DG7145'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7145'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.5 MI (5.6 KM)
 DG7145'EAST OF GLYNDON, 0.30 MI (0.48 KM) NORTH ALONG TH 9 FROM JCT OF TH 9
 DG7145'AND TH 10 (3.5 MI EAST OF GLYNDON,) AT TH 9 MP 163.95, 26.0 FT (7.9 M)
 DG7145'EAST OF TH 9, IN ABUT AT SE COR OF TH 9 BRIDGE NO 14005 OVER BUFFALO
 DG7145'RIVER, AND NOT SUITABLE FOR GPS.
 DG7145
 DG7145                          STATION RECOVERY (2005)
 DG7145
 DG7145'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG7145'MARK WAS RECOVERED IN GOOD CONDITION.
 DG7145
 DG7145                          STATION RECOVERY (2006)
 DG7145
 DG7145'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 DG7145'HANDHELD COORDINATES ARE N46-52-46.43 W096-30-18.96.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8016 ***********************************************************************
 DF8016  DESIGNATION -  1413 A
 DF8016  PID         -  DF8016
 DF8016  STATE/COUNTY-  MN/CLAY
 DF8016  COUNTRY     -  US
 DF8016  USGS QUAD   -  FARGO NORTH (1993)
 DF8016
 DF8016                         *CURRENT SURVEY CONTROL
 DF8016  ______________________________________________________________________
 DF8016* NAD 83(1986) POSITION- 46 52 30.7    (N) 096 46 29.8    (W)   HD_HELD2  
 DF8016* NAVD 88 ORTHO HEIGHT -   275.694  (meters)     904.51  (feet) ADJUSTED  
 DF8016  ______________________________________________________________________
 DF8016  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DF8016  DYNAMIC HEIGHT  -        275.718 (meters)      904.58  (feet) COMP
 DF8016  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 DF8016
 DF8016  VERT ORDER      -  SECOND    CLASS I
 DF8016
 DF8016.The horizontal coordinates were established by autonomous hand held GPS
 DF8016.observations and have an estimated accuracy of +/- 10 meters.
 DF8016.
 DF8016.The orthometric height was determined by differential leveling and
 DF8016.adjusted in November 2011.
 DF8016
 DF8016.Photographs are available for this station.
 DF8016
 DF8016.The dynamic height is computed by dividing the NAVD 88
 DF8016.geopotential number by the normal gravity value computed on the
 DF8016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8016.degrees latitude (g = 980.6199 gals.).
 DF8016
 DF8016.The modeled gravity was interpolated from observed gravity values.
 DF8016
 DF8016;                    North         East    Units  Estimated Accuracy
 DF8016;SPC MN C     -   311,494.      607,555.      MT  (+/- 10 meters HH2 GPS)
 DF8016
 DF8016                          SUPERSEDED SURVEY CONTROL
 DF8016
 DF8016  NAVD 88 (04/16/04)  275.710  (m)          904.56   (f) SUPERSEDED  2 1
 DF8016
 DF8016.Superseded values are not recommended for survey control.
 DF8016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8016.See file dsdata.txt to determine how the superseded data were derived.
 DF8016
 DF8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6955193698(NAD 83)
 DF8016
 DF8016_MARKER: DD = SURVEY DISK
 DF8016_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8016_SP_SET: BRIDGE WING WALL
 DF8016_STAMPING: 1413 A 2000
 DF8016_MARK LOGO: MNDT  
 DF8016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8016+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DF8016
 DF8016  HISTORY     - Date     Condition        Report By
 DF8016  HISTORY     - 2000     MONUMENTED       MNDT
 DF8016  HISTORY     - 20091029 GOOD             MNDT
 DF8016
 DF8016                          STATION DESCRIPTION
 DF8016
 DF8016'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8016'IN WEST EDGE OF MOORHEAD, IN WINGWALL AT NE COR OF CENTER AVE BRDG NO
 DF8016'5270 OVER RED RIVER, 49.0 FT (14.9 M) NORTH OF CENTER AVE, 25.7 FT
 DF8016'(7.8 M) WNW OF LIGHT STANDARD.
 DF8016
 DF8016                          STATION RECOVERY (2009)
 DF8016
 DF8016'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (TH)
 DF8016'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7598 ***********************************************************************
 DM7598  DESIGNATION -  1413 B
 DM7598  PID         -  DM7598
 DM7598  STATE/COUNTY-  MN/CLAY
 DM7598  COUNTRY     -  US
 DM7598  USGS QUAD   -  FARGO SOUTH (1993)
 DM7598
 DM7598                         *CURRENT SURVEY CONTROL
 DM7598  ______________________________________________________________________
 DM7598* NAD 83(1986) POSITION- 46 52 26.5    (N) 096 46 32.2    (W)   HD_HELD2  
 DM7598* NAVD 88 ORTHO HEIGHT -   277.543  (meters)     910.57  (feet) ADJUSTED  
 DM7598  ______________________________________________________________________
 DM7598  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DM7598  DYNAMIC HEIGHT  -        277.567 (meters)      910.65  (feet) COMP
 DM7598  MODELED GRAVITY -    980,691.9   (mgal)                       NAVD 88
 DM7598
 DM7598  VERT ORDER      -  SECOND    CLASS I
 DM7598
 DM7598.The horizontal coordinates were established by autonomous hand held GPS
 DM7598.observations and have an estimated accuracy of +/- 10 meters.
 DM7598.
 DM7598.The orthometric height was determined by differential leveling and
 DM7598.adjusted in November 2011.
 DM7598
 DM7598.The dynamic height is computed by dividing the NAVD 88
 DM7598.geopotential number by the normal gravity value computed on the
 DM7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7598.degrees latitude (g = 980.6199 gals.).
 DM7598
 DM7598.The modeled gravity was interpolated from observed gravity values.
 DM7598
 DM7598;                    North         East    Units  Estimated Accuracy
 DM7598;SPC MN C     -   311,366.      607,500.      MT  (+/- 10 meters HH2 GPS)
 DM7598
 DM7598                          SUPERSEDED SURVEY CONTROL
 DM7598
 DM7598.No superseded survey control is available for this station.
 DM7598
 DM7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6950493567(NAD 83)
 DM7598
 DM7598_MARKER: DD = SURVEY DISK
 DM7598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7598_SP_SET: BRIDGE ABUTMENT
 DM7598_STAMPING: 1413 B 2009
 DM7598_MARK LOGO: MNDT  
 DM7598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7598+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2009
 DM7598
 DM7598  HISTORY     - Date     Condition        Report By
 DM7598  HISTORY     - 20030401 MONUMENTED       MNDT
 DM7598  HISTORY     - 20091106 GOOD             MNDT
 DM7598
 DM7598                          STATION DESCRIPTION
 DM7598
 DM7598'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DM7598'THE MARK IS IN MOORHEAD.
 DM7598' 
 DM7598'IN THE ABUTMENT AT THE SOUTHEAST CORNER OF THE MAIN AVENUE BRIDGE OVER
 DM7598'3RD STREET SOUTH.
 DM7598' 
 DM7598'DISK SET IN BRIDGE WHEN BUILT IN 2003.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4272 ***********************************************************************
 DM4272  DESIGNATION -  1414 A
 DM4272  PID         -  DM4272
 DM4272  STATE/COUNTY-  MN/CLAY
 DM4272  COUNTRY     -  US
 DM4272  USGS QUAD   -  SABIN (1976)
 DM4272
 DM4272                         *CURRENT SURVEY CONTROL
 DM4272  ______________________________________________________________________
 DM4272* NAD 83(1986) POSITION- 46 51 43.     (N) 096 38 42.     (W)   SCALED    
 DM4272* NAVD 88 ORTHO HEIGHT -   281.866  (meters)     924.76  (feet) ADJUSTED  
 DM4272  ______________________________________________________________________
 DM4272  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DM4272  DYNAMIC HEIGHT  -        281.889 (meters)      924.83  (feet) COMP
 DM4272  MODELED GRAVITY -    980,690.1   (mgal)                       NAVD 88
 DM4272
 DM4272  VERT ORDER      -  SECOND    CLASS I
 DM4272
 DM4272.The horizontal coordinates were scaled from a topographic map and have
 DM4272.an estimated accuracy of +/- 6 seconds.
 DM4272.
 DM4272.The orthometric height was determined by differential leveling and
 DM4272.adjusted in April 2011.
 DM4272
 DM4272.No vertical observational check was made to the station.
 DM4272
 DM4272.The dynamic height is computed by dividing the NAVD 88
 DM4272.geopotential number by the normal gravity value computed on the
 DM4272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4272.degrees latitude (g = 980.6199 gals.).
 DM4272
 DM4272.The modeled gravity was interpolated from observed gravity values.
 DM4272
 DM4272;                    North         East    Units  Estimated Accuracy
 DM4272;SPC MN C     -   309,710.      617,410.      MT  (+/- 180 meters Scaled)
 DM4272
 DM4272                          SUPERSEDED SURVEY CONTROL
 DM4272
 DM4272.No superseded survey control is available for this station.
 DM4272
 DM4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS794925(NAD 83)
 DM4272
 DM4272_MARKER: DD = SURVEY DISK
 DM4272_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4272_STAMPING: 1414 A 2000
 DM4272_MARK LOGO: MNDT  
 DM4272_PROJECTION: RECESSED 5 CENTIMETERS
 DM4272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4272+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DM4272_ROD/PIPE-DEPTH: 44.2 meters
 DM4272
 DM4272  HISTORY     - Date     Condition        Report By
 DM4272  HISTORY     - 2000     MONUMENTED       MNDT
 DM4272
 DM4272                          STATION DESCRIPTION
 DM4272
 DM4272'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4272'THE MARK IS 1.0 MI (1.6 KM) SOUTH ALONG TH 336 FROM JCT OF TH 336 AND
 DM4272'TH 10, THENCE 0.35 MI (0.56 KM) EAST ON 12TH AVE SOUTH.
 DM4272' 
 DM4272'IT IS 19 FT (5.8 M) SOUTH OF 12TH AVE SOUTH, 20 FT (6.1 M) WEST OF
 DM4272'ENT, 11.0 FT (3.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1821 ***********************************************************************
 DM1821  DESIGNATION -  1414 A RESET
 DM1821  PID         -  DM1821
 DM1821  STATE/COUNTY-  MN/CLAY
 DM1821  COUNTRY     -  US
 DM1821  USGS QUAD   -  SABIN (1976)
 DM1821
 DM1821                         *CURRENT SURVEY CONTROL
 DM1821  ______________________________________________________________________
 DM1821* NAD 83(2007) POSITION- 46 51 44.23091(N) 096 38 41.98430(W)   ADJUSTED  
 DM1821* NAD 83(2007) ELLIP HT-   255.236 (meters)        (01/24/11)   ADJUSTED
 DM1821* NAD 83(2007) EPOCH   -  2002.00
 DM1821* NAVD 88 ORTHO HEIGHT -   281.836  (meters)     924.66  (feet) ADJUSTED  
 DM1821  ______________________________________________________________________
 DM1821  NAD 83(2007) X  -   -505,573.955 (meters)                     COMP
 DM1821  NAD 83(2007) Y  - -4,339,695.975 (meters)                     COMP
 DM1821  NAD 83(2007) Z  -  4,631,496.500 (meters)                     COMP
 DM1821  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC09
 DM1821  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DM1821  DYNAMIC HEIGHT  -        281.860 (meters)      924.74  (feet) COMP
 DM1821  MODELED GRAVITY -    980,690.2   (mgal)                       NAVD 88
 DM1821
 DM1821  HORZ ORDER      -  FIRST
 DM1821  VERT ORDER      -  SECOND    CLASS I
 DM1821  ELLP ORDER      -  FIRST     CLASS II
 DM1821
 DM1821.The horizontal coordinates were established by GPS observations
 DM1821.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1821
 DM1821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1821.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1821
 DM1821.The horizontal coordinates are valid at the epoch date displayed above
 DM1821.which is a decimal equivalence of Year/Month/Day.
 DM1821
 DM1821.The orthometric height was determined by differential leveling and
 DM1821.adjusted in November 2011.
 DM1821
 DM1821.No vertical observational check was made to the station.
 DM1821
 DM1821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1821
 DM1821.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1821
 DM1821.The ellipsoidal height was determined by GPS observations
 DM1821.and is referenced to NAD 83.
 DM1821
 DM1821.The dynamic height is computed by dividing the NAVD 88
 DM1821.geopotential number by the normal gravity value computed on the
 DM1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1821.degrees latitude (g = 980.6199 gals.).
 DM1821
 DM1821.The modeled gravity was interpolated from observed gravity values.
 DM1821
 DM1821. The following values were computed from the NAD 83(2007) position.
 DM1821
 DM1821;                    North         East     Units Scale Factor Converg.
 DM1821;SPC MN C     -   309,751.805   617,413.044   MT  0.99996438   -1 43 57.0
 DM1821;SPC MN C     - 1,016,244.05  2,025,629.30   sFT  0.99996438   -1 43 57.0
 DM1821;UTM  14      - 5,192,553.245   679,496.854   MT  0.99999602   +1 43 08.2
 DM1821
 DM1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1821!SPC MN C     -   0.99995999  x   0.99996438  =   0.99992437
 DM1821!UTM  14      -   0.99995999  x   0.99999602  =   0.99995601
 DM1821
 DM1821:                Primary Azimuth Mark                     Grid Az
 DM1821:SPC MN C     -  1414 D                                   272 48 47.8
 DM1821:UTM  14      -  1414 D                                   269 21 42.6
 DM1821
 DM1821|---------------------------------------------------------------------|
 DM1821| PID    Reference Object                     Distance      Geod. Az  |
 DM1821|                                                           dddmmss.s |
 DM1821| DM1823 1414 D                              491.522 METERS 2710450.8 |
 DM1821|---------------------------------------------------------------------|
 DM1821
 DM1821                          SUPERSEDED SURVEY CONTROL
 DM1821
 DM1821  NAVD 88 (01/24/11)  281.83   (m)          924.6    (f) LEVELING    3  
 DM1821
 DM1821.Superseded values are not recommended for survey control.
 DM1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1821.See file dsdata.txt to determine how the superseded data were derived.
 DM1821
 DM1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7949692553(NAD 83)
 DM1821
 DM1821_MARKER: DD = SURVEY DISK
 DM1821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1821_STAMPING: 1414 A RESET 2009
 DM1821_MARK LOGO: MNDT  
 DM1821_PROJECTION: FLUSH
 DM1821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1821+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1821_ROD/PIPE-DEPTH: 44.2 meters
 DM1821
 DM1821  HISTORY     - Date     Condition        Report By
 DM1821  HISTORY     - 20091001 MONUMENTED       MNDT
 DM1821  HISTORY     - 2009     GOOD             MNDT
 DM1821
 DM1821                          STATION DESCRIPTION
 DM1821
 DM1821'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1821'THE MARK IS 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 336 FROM JUNCTION OF
 DM1821'TRUNK HIGHWAY 336 AND TRUNK HIGHWAY 10 IN WATTS (BETWEEN GLYNDON AND
 DM1821'DILWORTH), THEN 0.35 MILE EAST ON 12TH AVENUE SOUTH, 19 FEET SOUTH OF
 DM1821'12TH AVENUE SOUTH, 20 FEET WEST OF ENTRANCE, 11.0 FEET NORTH OF
 DM1821'WITNESS POST.
 DM1821
 DM1821                          STATION RECOVERY (2009)
 DM1821
 DM1821'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4273 ***********************************************************************
 DM4273  DESIGNATION -  1414 B
 DM4273  PID         -  DM4273
 DM4273  STATE/COUNTY-  MN/CLAY
 DM4273  COUNTRY     -  US
 DM4273  USGS QUAD   -  SABIN (1976)
 DM4273
 DM4273                         *CURRENT SURVEY CONTROL
 DM4273  ______________________________________________________________________
 DM4273* NAD 83(1986) POSITION- 46 50 54.     (N) 096 38 38.     (W)   SCALED    
 DM4273* NAVD 88 ORTHO HEIGHT -   281.465  (meters)     923.44  (feet) ADJUSTED  
 DM4273  ______________________________________________________________________
 DM4273  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DM4273  DYNAMIC HEIGHT  -        281.488 (meters)      923.52  (feet) COMP
 DM4273  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 DM4273
 DM4273  VERT ORDER      -  SECOND    CLASS I
 DM4273
 DM4273.The horizontal coordinates were scaled from a topographic map and have
 DM4273.an estimated accuracy of +/- 6 seconds.
 DM4273.
 DM4273.The orthometric height was determined by differential leveling and
 DM4273.adjusted in April 2011.
 DM4273
 DM4273.The dynamic height is computed by dividing the NAVD 88
 DM4273.geopotential number by the normal gravity value computed on the
 DM4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4273.degrees latitude (g = 980.6199 gals.).
 DM4273
 DM4273.The modeled gravity was interpolated from observed gravity values.
 DM4273
 DM4273;                    North         East    Units  Estimated Accuracy
 DM4273;SPC MN C     -   308,200.      617,450.      MT  (+/- 180 meters Scaled)
 DM4273
 DM4273                          SUPERSEDED SURVEY CONTROL
 DM4273
 DM4273.No superseded survey control is available for this station.
 DM4273
 DM4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS796910(NAD 83)
 DM4273
 DM4273_MARKER: DD = SURVEY DISK
 DM4273_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4273_STAMPING: 1414 B 2000
 DM4273_MARK LOGO: MNDT  
 DM4273_PROJECTION: RECESSED 0 CENTIMETERS
 DM4273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4273+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2008
 DM4273_ROD/PIPE-DEPTH: 33.5 meters
 DM4273
 DM4273  HISTORY     - Date     Condition        Report By
 DM4273  HISTORY     - 2000     MONUMENTED       MNDT
 DM4273  HISTORY     - 20080424 GOOD             MNDT
 DM4273
 DM4273                          STATION DESCRIPTION
 DM4273
 DM4273'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4273'THE MARK IS 2.0 MI (3.2 KM) SOUTH ALONG TH 336 FROM JCT OF TH 336 AND
 DM4273'TH 10, THENCE 0.4 MI (0.6 KM) EAST ON CO RD 79, 68 FT (20.7 M) NORTH
 DM4273'OF CO RD 79, 27 FT (8.2 M) WEST OF ENT.
 DM4273
 DM4273                          STATION RECOVERY (2008)
 DM4273
 DM4273'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM4273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1822 ***********************************************************************
 DM1822  DESIGNATION -  1414 C
 DM1822  PID         -  DM1822
 DM1822  STATE/COUNTY-  MN/CLAY
 DM1822  COUNTRY     -  US
 DM1822  USGS QUAD   -  SABIN (1976)
 DM1822
 DM1822                         *CURRENT SURVEY CONTROL
 DM1822  ______________________________________________________________________
 DM1822* NAD 83(2007) POSITION- 46 50 21.68784(N) 096 39 18.70560(W)   ADJUSTED  
 DM1822* NAD 83(2007) ELLIP HT-   252.620 (meters)        (01/24/11)   ADJUSTED
 DM1822* NAD 83(2007) EPOCH   -  2002.00
 DM1822* NAVD 88 ORTHO HEIGHT -   279.220  (meters)     916.07  (feet) ADJUSTED  
 DM1822  ______________________________________________________________________
 DM1822  NAD 83(2007) X  -   -506,561.864 (meters)                     COMP
 DM1822  NAD 83(2007) Y  - -4,341,451.301 (meters)                     COMP
 DM1822  NAD 83(2007) Z  -  4,629,751.309 (meters)                     COMP
 DM1822  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC09
 DM1822  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DM1822  DYNAMIC HEIGHT  -        279.242 (meters)      916.15  (feet) COMP
 DM1822  MODELED GRAVITY -    980,686.1   (mgal)                       NAVD 88
 DM1822
 DM1822  HORZ ORDER      -  FIRST
 DM1822  VERT ORDER      -  SECOND    CLASS I
 DM1822  ELLP ORDER      -  FIRST     CLASS II
 DM1822
 DM1822.The horizontal coordinates were established by GPS observations
 DM1822.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1822
 DM1822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1822.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1822
 DM1822.The horizontal coordinates are valid at the epoch date displayed above
 DM1822.which is a decimal equivalence of Year/Month/Day.
 DM1822
 DM1822.The orthometric height was determined by differential leveling and
 DM1822.adjusted in November 2011.
 DM1822
 DM1822.No vertical observational check was made to the station.
 DM1822
 DM1822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1822
 DM1822.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1822
 DM1822.The ellipsoidal height was determined by GPS observations
 DM1822.and is referenced to NAD 83.
 DM1822
 DM1822.The dynamic height is computed by dividing the NAVD 88
 DM1822.geopotential number by the normal gravity value computed on the
 DM1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1822.degrees latitude (g = 980.6199 gals.).
 DM1822
 DM1822.The modeled gravity was interpolated from observed gravity values.
 DM1822
 DM1822. The following values were computed from the NAD 83(2007) position.
 DM1822
 DM1822;                    North         East     Units Scale Factor Converg.
 DM1822;SPC MN C     -   307,227.712   616,558.251   MT  0.99996077   -1 44 23.6
 DM1822;SPC MN C     - 1,007,962.92  2,022,824.86   sFT  0.99996077   -1 44 23.6
 DM1822;UTM  14      - 5,189,982.192   678,795.530   MT  0.99999293   +1 42 39.0
 DM1822
 DM1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1822!SPC MN C     -   0.99996040  x   0.99996077  =   0.99992117
 DM1822!UTM  14      -   0.99996040  x   0.99999293  =   0.99995333
 DM1822
 DM1822|---------------------------------------------------------------------|
 DM1822| PID    Reference Object                     Distance      Geod. Az  |
 DM1822|                                                           dddmmss.s |
 DM1822| DI3207 JKJ A                               272.733 METERS 17109     |
 DM1822|---------------------------------------------------------------------|
 DM1822
 DM1822                          SUPERSEDED SURVEY CONTROL
 DM1822
 DM1822  NAVD 88 (04/18/11)  279.178  (m)          915.94   (f) SUPERSEDED  2 1
 DM1822  NAVD 88 (01/24/11)  279.21   (m)          916.0    (f) LEVELING    3  
 DM1822
 DM1822.Superseded values are not recommended for survey control.
 DM1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1822.See file dsdata.txt to determine how the superseded data were derived.
 DM1822
 DM1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7879589982(NAD 83)
 DM1822
 DM1822_MARKER: DD = SURVEY DISK
 DM1822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1822_STAMPING: 1414 C 2000
 DM1822_MARK LOGO: MNDT  
 DM1822_PROJECTION: RECESSED 0 CENTIMETERS
 DM1822_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1822+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DM1822_ROD/PIPE-DEPTH: 18.3 meters
 DM1822
 DM1822  HISTORY     - Date     Condition        Report By
 DM1822  HISTORY     - 2000     MONUMENTED       MNDT
 DM1822  HISTORY     - 2000     GOOD             MNDT
 DM1822  HISTORY     - 20080424 GOOD             MNDT
 DM1822  HISTORY     - 20091001 GOOD             MNDT
 DM1822
 DM1822                          STATION DESCRIPTION
 DM1822
 DM1822'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM1822'THE MARK IS 0.4 MI (0.6 KM) SOUTH ALONG CO ROAD 11 FROM THE JUNCTION
 DM1822'OF TRUNK HIGHWAY 94 AND TRUNK HIGHWAY 336, THENCE 0.15 MI (0.2 KM)
 DM1822'SOUTHWEST ON AIRPORT ENTRANCE ROAD.
 DM1822' 
 DM1822'IT IS 61.8 FT (18.8 M) WEST OF AIRPORT ENTRANCE ROAD, 100.7 FT (30.7
 DM1822'M) NORTH OF THE NORTH CORNER OF WEATHER TOWER, 1.0 FT (0.3 M) EAST OF
 DM1822'A WITNESS POST.
 DM1822
 DM1822                          STATION RECOVERY (2008)
 DM1822
 DM1822'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM1822'RECOVERED AS DESCRIBED.
 DM1822
 DM1822                          STATION RECOVERY (2009)
 DM1822
 DM1822'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM1822'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1822'THE MARK IS 0.4 MILE SOUTH ALONG COUNTY ROAD 11 FROM JUNCTION OF TRUNK
 DM1822'HIGHWAY 94 AND TRUNK HIGHWAY 336 IN MOORHEAD, THEN 0.15 MILE SOUTHWEST
 DM1822'ON AIRPORT ENTRANCE ROAD, 61.8 FEET WEST OF AIRPORT ENTRANCE ROAD,
 DM1822'100.7 FEET NORTH OF NORTH CORNER OF WEATHER TOWER, 1.0 FOOT EAST OF
 DM1822'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1823 ***********************************************************************
 DM1823  DESIGNATION -  1414 D
 DM1823  PID         -  DM1823
 DM1823  STATE/COUNTY-  MN/CLAY
 DM1823  COUNTRY     -  US
 DM1823  USGS QUAD   -  SABIN (1976)
 DM1823
 DM1823                         *CURRENT SURVEY CONTROL
 DM1823  ______________________________________________________________________
 DM1823* NAD 83(2007) POSITION- 46 51 44.53049(N) 096 39 05.18613(W)   ADJUSTED  
 DM1823* NAD 83(2007) ELLIP HT-   254.985 (meters)        (01/24/11)   ADJUSTED
 DM1823* NAD 83(2007) EPOCH   -  2002.00
 DM1823* NAVD 88 ORTHO HEIGHT -   281.576  (meters)     923.80  (feet) ADJUSTED  
 DM1823  ______________________________________________________________________
 DM1823  NAD 83(2007) X  -   -506,061.303 (meters)                     COMP
 DM1823  NAD 83(2007) Y  - -4,339,632.202 (meters)                     COMP
 DM1823  NAD 83(2007) Z  -  4,631,502.642 (meters)                     COMP
 DM1823  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC09
 DM1823  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DM1823  DYNAMIC HEIGHT  -        281.600 (meters)      923.88  (feet) COMP
 DM1823  MODELED GRAVITY -    980,690.6   (mgal)                       NAVD 88
 DM1823
 DM1823  HORZ ORDER      -  FIRST
 DM1823  VERT ORDER      -  SECOND    CLASS I
 DM1823  ELLP ORDER      -  FIRST     CLASS II
 DM1823
 DM1823.The horizontal coordinates were established by GPS observations
 DM1823.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1823
 DM1823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1823.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1823
 DM1823.The horizontal coordinates are valid at the epoch date displayed above
 DM1823.which is a decimal equivalence of Year/Month/Day.
 DM1823
 DM1823.The orthometric height was determined by differential leveling and
 DM1823.adjusted in November 2011.
 DM1823
 DM1823.No vertical observational check was made to the station.
 DM1823
 DM1823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1823
 DM1823.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1823
 DM1823.The ellipsoidal height was determined by GPS observations
 DM1823.and is referenced to NAD 83.
 DM1823
 DM1823.The dynamic height is computed by dividing the NAVD 88
 DM1823.geopotential number by the normal gravity value computed on the
 DM1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1823.degrees latitude (g = 980.6199 gals.).
 DM1823
 DM1823.The modeled gravity was interpolated from observed gravity values.
 DM1823
 DM1823. The following values were computed from the NAD 83(2007) position.
 DM1823
 DM1823;                    North         East     Units Scale Factor Converg.
 DM1823;SPC MN C     -   309,775.929   616,922.132   MT  0.99996440   -1 44 13.8
 DM1823;SPC MN C     - 1,016,323.19  2,024,018.69   sFT  0.99996440   -1 44 13.8
 DM1823;UTM  14      - 5,192,547.771   679,005.365   MT  0.99999385   +1 42 51.2
 DM1823
 DM1823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1823!SPC MN C     -   0.99996003  x   0.99996440  =   0.99992443
 DM1823!UTM  14      -   0.99996003  x   0.99999385  =   0.99995388
 DM1823
 DM1823:                Primary Azimuth Mark                     Grid Az
 DM1823:SPC MN C     -  1414 A RESET                             092 48 47.7
 DM1823:UTM  14      -  1414 A RESET                             089 21 42.7
 DM1823
 DM1823|---------------------------------------------------------------------|
 DM1823| PID    Reference Object                     Distance      Geod. Az  |
 DM1823|                                                           dddmmss.s |
 DM1823| DM1821 1414 A RESET                        491.522 METERS 0910433.9 |
 DM1823|---------------------------------------------------------------------|
 DM1823
 DM1823                          SUPERSEDED SURVEY CONTROL
 DM1823
 DM1823  NAVD 88 (01/24/11)  281.57   (m)          923.8    (f) LEVELING    3  
 DM1823
 DM1823.Superseded values are not recommended for survey control.
 DM1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1823.See file dsdata.txt to determine how the superseded data were derived.
 DM1823
 DM1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7900592547(NAD 83)
 DM1823
 DM1823_MARKER: I = METAL ROD
 DM1823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1823_STAMPING: 1414 D 2009
 DM1823_MARK LOGO: MNDT  
 DM1823_PROJECTION: FLUSH
 DM1823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1823+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1823_ROD/PIPE-DEPTH: 21.3 meters
 DM1823
 DM1823  HISTORY     - Date     Condition        Report By
 DM1823  HISTORY     - 20091013 MONUMENTED       MNDT
 DM1823  HISTORY     - 2009     GOOD             MNDT
 DM1823
 DM1823                          STATION DESCRIPTION
 DM1823
 DM1823'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1823'THE MARK IS 3.2 MILES SOUTHEAST OF DILWORTH, 1.0 MILE SOUTH ALONG
 DM1823'TRUNK HIGHWAY 336 FROM THE JUNCTION OF TRUNK HIGHWAY 336 AND TRUNK 10,
 DM1823'(2 MILES EAST OF DILWORTH), AT TRUNK HIGHWAY 336 MILEPOINT 1.25, 81.0
 DM1823'FEET EAST OF NORTHBOUND TRUNK HIGHWAY 336, 26.8 FEET NORTH OF 12TH
 DM1823'AVENUE SOUTH, 1.2 FEET SOUTH OF WITNESS POST.
 DM1823
 DM1823                          STATION RECOVERY (2009)
 DM1823
 DM1823'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM1823'RECOVERED IN GOOD CONDITION.
 DM1823' 
 DM1823'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM1823'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM1823'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM1823'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7606 ***********************************************************************
 DM7606  DESIGNATION -  1414 E
 DM7606  PID         -  DM7606
 DM7606  STATE/COUNTY-  MN/CLAY
 DM7606  COUNTRY     -  US
 DM7606  USGS QUAD   -  SABIN (1976)
 DM7606
 DM7606                         *CURRENT SURVEY CONTROL
 DM7606  ______________________________________________________________________
 DM7606* NAD 83(1986) POSITION- 46 52 26.0    (N) 096 38 59.0    (W)   HD_HELD2  
 DM7606* NAVD 88 ORTHO HEIGHT -   291.535  (meters)     956.48  (feet) ADJUSTED  
 DM7606  ______________________________________________________________________
 DM7606  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM7606  DYNAMIC HEIGHT  -        291.560 (meters)      956.56  (feet) COMP
 DM7606  MODELED GRAVITY -    980,693.4   (mgal)                       NAVD 88
 DM7606
 DM7606  VERT ORDER      -  SECOND    CLASS I
 DM7606
 DM7606.The horizontal coordinates were established by autonomous hand held GPS
 DM7606.observations and have an estimated accuracy of +/- 10 meters.
 DM7606.
 DM7606.The orthometric height was determined by differential leveling and
 DM7606.adjusted in November 2011.
 DM7606
 DM7606.No vertical observational check was made to the station.
 DM7606
 DM7606.The dynamic height is computed by dividing the NAVD 88
 DM7606.geopotential number by the normal gravity value computed on the
 DM7606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7606.degrees latitude (g = 980.6199 gals.).
 DM7606
 DM7606.The modeled gravity was interpolated from observed gravity values.
 DM7606
 DM7606;                    North         East    Units  Estimated Accuracy
 DM7606;SPC MN C     -   311,052.      617,092.      MT  (+/- 10 meters HH2 GPS)
 DM7606
 DM7606                          SUPERSEDED SURVEY CONTROL
 DM7606
 DM7606.No superseded survey control is available for this station.
 DM7606
 DM7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7909793831(NAD 83)
 DM7606
 DM7606_MARKER: DD = SURVEY DISK
 DM7606_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7606_SP_SET: BRIDGE RAILING
 DM7606_STAMPING: 1414 E 2002
 DM7606_MARK LOGO: MNDT  
 DM7606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7606+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2009
 DM7606
 DM7606  HISTORY     - Date     Condition        Report By
 DM7606  HISTORY     - 20020401 MONUMENTED       MNDT
 DM7606  HISTORY     - 20091012 GOOD             MNDT
 DM7606
 DM7606                          STATION DESCRIPTION
 DM7606
 DM7606'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM7606'THE MARK IS 2.5 MI (4.0 KM) EAST OF DILWORTH.
 DM7606' 
 DM7606'IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14010
 DM7606'OVER RAILROAD.
 DM7606' 
 DM7606'IT IS 0.18 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 336  FROM THE
 DM7606'JUNCTION OF TRUNK HIGHWAY 336 AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY
 DM7606'336 MILE POINT 2.0, 25.3 FT (7.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 DM7606'336.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7605 ***********************************************************************
 DM7605  DESIGNATION -  1414 F
 DM7605  PID         -  DM7605
 DM7605  STATE/COUNTY-  MN/CLAY
 DM7605  COUNTRY     -  US
 DM7605  USGS QUAD   -  DILWORTH (1976)
 DM7605
 DM7605                         *CURRENT SURVEY CONTROL
 DM7605  ______________________________________________________________________
 DM7605* NAD 83(1986) POSITION- 46 52 36.0    (N) 096 38 58.0    (W)   HD_HELD2  
 DM7605* NAVD 88 ORTHO HEIGHT -   290.479  (meters)     953.01  (feet) ADJUSTED  
 DM7605  ______________________________________________________________________
 DM7605  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DM7605  DYNAMIC HEIGHT  -        290.505 (meters)      953.10  (feet) COMP
 DM7605  MODELED GRAVITY -    980,694.1   (mgal)                       NAVD 88
 DM7605
 DM7605  VERT ORDER      -  SECOND    CLASS I
 DM7605
 DM7605.The horizontal coordinates were established by autonomous hand held GPS
 DM7605.observations and have an estimated accuracy of +/- 10 meters.
 DM7605.
 DM7605.The orthometric height was determined by differential leveling and
 DM7605.adjusted in November 2011.
 DM7605
 DM7605.The dynamic height is computed by dividing the NAVD 88
 DM7605.geopotential number by the normal gravity value computed on the
 DM7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7605.degrees latitude (g = 980.6199 gals.).
 DM7605
 DM7605.The modeled gravity was interpolated from observed gravity values.
 DM7605
 DM7605;                    North         East    Units  Estimated Accuracy
 DM7605;SPC MN C     -   311,360.      617,122.      MT  (+/- 10 meters HH2 GPS)
 DM7605
 DM7605                          SUPERSEDED SURVEY CONTROL
 DM7605
 DM7605.No superseded survey control is available for this station.
 DM7605
 DM7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7910994140(NAD 83)
 DM7605
 DM7605_MARKER: DD = SURVEY DISK
 DM7605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM7605_SP_SET: BRIDGE RAILING
 DM7605_STAMPING: 1414 F 2002
 DM7605_MARK LOGO: MNDT  
 DM7605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM7605+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2009
 DM7605
 DM7605  HISTORY     - Date     Condition        Report By
 DM7605  HISTORY     - 20020401 MONUMENTED       MNDT
 DM7605  HISTORY     - 20091012 GOOD             MNDT
 DM7605
 DM7605                          STATION DESCRIPTION
 DM7605
 DM7605'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM7605'THE MARK IS 2.5 MI (4.0 KM) EAST OF DILWORTH.
 DM7605' 
 DM7605'IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14013
 DM7605'OVER TRUNK HIGHWAY 10.  AT TRUNK HIGHWAY 336 MILE POINT 2.2.
 DM7605' 
 DM7605'IT IS 28.7 FT (8.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY 336.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0437 ***********************************************************************
 SH0437  DESIGNATION -  1417.6
 SH0437  PID         -  SH0437
 SH0437  STATE/COUNTY-  MN/ST LOUIS
 SH0437  COUNTRY     -  US
 SH0437  USGS QUAD   -  SHAGAWA LAKE (1986)
 SH0437
 SH0437                         *CURRENT SURVEY CONTROL
 SH0437  ______________________________________________________________________
 SH0437* NAD 83(1986) POSITION- 47 52 53.     (N) 091 58 13.     (W)   SCALED    
 SH0437* NAVD 88 ORTHO HEIGHT -   432.432  (meters)    1418.74  (feet) ADJUSTED  
 SH0437  ______________________________________________________________________
 SH0437  GEOID HEIGHT    -        -30.78  (meters)                     GEOID09
 SH0437  DYNAMIC HEIGHT  -        432.495 (meters)     1418.94  (feet) COMP
 SH0437  MODELED GRAVITY -    980,744.5   (mgal)                       NAVD 88
 SH0437
 SH0437  VERT ORDER      -  SECOND    CLASS 0
 SH0437
 SH0437.The horizontal coordinates were scaled from a topographic map and have
 SH0437.an estimated accuracy of +/- 6 seconds.
 SH0437.
 SH0437.The orthometric height was determined by differential leveling and
 SH0437.adjusted in June 1991.
 SH0437
 SH0437.The dynamic height is computed by dividing the NAVD 88
 SH0437.geopotential number by the normal gravity value computed on the
 SH0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0437.degrees latitude (g = 980.6199 gals.).
 SH0437
 SH0437.The modeled gravity was interpolated from observed gravity values.
 SH0437
 SH0437;                    North         East    Units  Estimated Accuracy
 SH0437;SPC MN N     -   254,190.      884,490.      MT  (+/- 180 meters Scaled)
 SH0437
 SH0437                          SUPERSEDED SURVEY CONTROL
 SH0437
 SH0437  NGVD 29 (??/??/92)  432.199  (m)         1417.97   (f) ADJ UNCH    2 0
 SH0437
 SH0437.Superseded values are not recommended for survey control.
 SH0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0437.See file dsdata.txt to determine how the superseded data were derived.
 SH0437
 SH0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP769036(NAD 83)
 SH0437
 SH0437_MARKER: Q = CHISELED SQUARE
 SH0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SH0437_SP_SET: CULVERT
 SH0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SH0437
 SH0437  HISTORY     - Date     Condition        Report By
 SH0437  HISTORY     - UNK      MONUMENTED       DMIRRR
 SH0437  HISTORY     - 1934     GOOD             CGS
 SH0437
 SH0437                          STATION DESCRIPTION
 SH0437
 SH0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SH0437'5.1 MI SW FROM ELY.
 SH0437'5.1 MILES SOUTHWEST.  CHISELED SQUARE IN CONCRETE CULVERT.
 SH0437'1 FT. WEST OF EAST END OF CULVERT.  13 FT. EAST OF D.M. AND N.R.R.
 SH0437'TRACK.  1.5 FT. LOWER THAN TRACK.  95 FT. WEST OF HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0045 ***********************************************************************
 PP0045  DESIGNATION -  142 CAP RESET
 PP0045  PID         -  PP0045
 PP0045  STATE/COUNTY-  MN/WABASHA
 PP0045  COUNTRY     -  US
 PP0045  USGS QUAD   -  WABASHA NORTH (1974)
 PP0045
 PP0045                         *CURRENT SURVEY CONTROL
 PP0045  ______________________________________________________________________
 PP0045* NAD 83(1986) POSITION- 44 22 56.     (N) 092 01 44.     (W)   SCALED    
 PP0045* NAVD 88 ORTHO HEIGHT -   207.863  (meters)     681.96  (feet) ADJUSTED  
 PP0045  ______________________________________________________________________
 PP0045  GEOID HEIGHT    -        -30.38  (meters)                     GEOID09
 PP0045  DYNAMIC HEIGHT  -        207.834 (meters)      681.87  (feet) COMP
 PP0045  MODELED GRAVITY -    980,477.3   (mgal)                       NAVD 88
 PP0045
 PP0045  VERT ORDER      -  FIRST     CLASS I
 PP0045
 PP0045.The horizontal coordinates were scaled from a topographic map and have
 PP0045.an estimated accuracy of +/- 6 seconds.
 PP0045.
 PP0045.The orthometric height was determined by differential leveling and
 PP0045.adjusted in June 1991.
 PP0045
 PP0045.The dynamic height is computed by dividing the NAVD 88
 PP0045.geopotential number by the normal gravity value computed on the
 PP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0045.degrees latitude (g = 980.6199 gals.).
 PP0045
 PP0045.The modeled gravity was interpolated from observed gravity values.
 PP0045
 PP0045;                    North         East    Units  Estimated Accuracy
 PP0045;SPC MN S     -   255,470.      957,050.      MT  (+/- 180 meters Scaled)
 PP0045
 PP0045                          SUPERSEDED SURVEY CONTROL
 PP0045
 PP0045  NGVD 29 (??/??/92)  207.853  (m)          681.93   (f) ADJ UNCH    1 1
 PP0045
 PP0045.Superseded values are not recommended for survey control.
 PP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0045.See file dsdata.txt to determine how the superseded data were derived.
 PP0045
 PP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK773147(NAD 83)
 PP0045
 PP0045_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 PP0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP0045_SP_SET: SHALLOW-SET PIPE
 PP0045_STAMPING: 44 23 01 92 01 54
 PP0045_MARK LOGO: MRC   
 PP0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0045
 PP0045  HISTORY     - Date     Condition        Report By
 PP0045  HISTORY     - 1933     MONUMENTED       CGS
 PP0045  HISTORY     - 1970     GOOD             NGS
 PP0045  HISTORY     - 1979     GOOD             MNDT
 PP0045  HISTORY     - 20010331 GOOD             NGS
 PP0045
 PP0045                          STATION DESCRIPTION
 PP0045
 PP0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0045'0.2 MI SE FROM WABASHA.
 PP0045'ABOUT 0.2 MILE SOUTHEAST ALONG LAWRENCE BOULEVARD EAST FROM THE POST
 PP0045'OFFICE AT WABASHA, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 PP0045'BOULEVARD, 41 FEET NORTHEAST OF THE EAST CORNER OF HOUSE NUMBER 418,
 PP0045'36 FEET NORTH OF THE NORTH CORNER OF HOUSE NUMBER 430, 6.0 FEET
 PP0045'SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 1/2 FOOT
 PP0045'NORTHEAST OF A 5-INCH BIRCH TREE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 PP0045'BOULEVARD, AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF AN
 PP0045'IRON PIPE WHICH PROJECTS 7 INCHES.  SEC 28, T 111N, R 10W.
 PP0045
 PP0045                          STATION RECOVERY (1979)
 PP0045
 PP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 PP0045'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0045'LOCATED 0.2 MILE SOUTHEAST ALONG LAWRENCE BOULEVARD FROM THE
 PP0045'SOUTHWEST END OF THE TRUNK HIGHWAY 60 BRIDGE OVER THE MISSISSIPPI
 PP0045'RIVER AND IS IN THE SE 1/4 OF SECTION 28, T111N, R10W.  THE MARK IS
 PP0045'26 FEET SOUTHWEST OF THE CENTER OF THE BOULEVARD IN A LAWN, 36 FEET
 PP0045'NORTH OF THE NORTHEAST CORNER OF A 2 1/2-STORY FRAME HOUSE NUMBER
 PP0045'418, 41 FEET NORTHEAST OF THE EAST CORNER OF A 1 1/2-STORY STUCCO
 PP0045'HOUSE NUMBER 430, 50.7 FEET SOUTHEAST OF A STEEL LIGHT POST, 6 FEET
 PP0045'SOUTHWEST OF THE SOUTHWEST EDGE OF A SIDEWALK, 0.4 FOOT NORTHEAST OF
 PP0045'A 6 INCH BIRCH TREE AND ABOUT 1 FOOT HIGHER THAN THE STREET.  THE
 PP0045'MARK, A MISSISSIPPI RIVER COMMISSION CAP AND PIPE STAMPED---44 23 01
 PP0045'92 01 54---, IS SET IN AND PROJECTS ABOUT 4 INCHES ABOVE THE LAWN.
 PP0045'NOTE--ACCESS TO BENCH MARK 141, A MRC BOLT, IS THROUGH THIS CAP AND
 PP0045'PIPE.
 PP0045
 PP0045                          STATION RECOVERY (2001)
 PP0045
 PP0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0045'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0667 ***********************************************************************
 PQ0667  DESIGNATION -  143 ES
 PQ0667  PID         -  PQ0667
 PQ0667  STATE/COUNTY-  MN/MCLEOD
 PQ0667  COUNTRY     -  US
 PQ0667  USGS QUAD   -  HEATWOLE (1982)
 PQ0667
 PQ0667                         *CURRENT SURVEY CONTROL
 PQ0667  ______________________________________________________________________
 PQ0667* NAD 83(1996) POSITION- 44 45 39.27537(N) 094 29 52.02751(W)   ADJUSTED  
 PQ0667* NAVD 88 ORTHO HEIGHT -   322.     (meters)    1056.    (feet) SCALED    
 PQ0667  ______________________________________________________________________
 PQ0667  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PQ0667  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC09
 PQ0667  HORZ ORDER      -  SECOND
 PQ0667
 PQ0667.The horizontal coordinates were established by classical geodetic methods
 PQ0667.and adjusted by the National Geodetic Survey in March 1999.
 PQ0667.
 PQ0667.The orthometric height was scaled from a topographic map.
 PQ0667
 PQ0667.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0667
 PQ0667. The following values were computed from the NAD 83(1996) position.
 PQ0667
 PQ0667;                    North         East     Units Scale Factor Converg.
 PQ0667;SPC MN S     -   295,778.282   760,591.221   MT  0.99993227   -0 20 56.1
 PQ0667;SPC MN S     -   970,399.25  2,495,373.03   sFT  0.99993227   -0 20 56.1
 PQ0667;UTM  15      - 4,957,482.188   381,461.549   MT  0.99977279   -1 03 17.2
 PQ0667
 PQ0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0667!SPC MN S     -   0.99995380  x   0.99993227  =   0.99988607
 PQ0667!UTM  15      -   0.99995380  x   0.99977279  =   0.99972660
 PQ0667
 PQ0667                          SUPERSEDED SURVEY CONTROL
 PQ0667
 PQ0667  NAD 83(1986)-  44 45 39.27085(N)    094 29 52.02234(W) AD(       ) 2
 PQ0667  NAD 27      -  44 45 39.40760(N)    094 29 51.07250(W) AD(       ) 2
 PQ0667
 PQ0667.Superseded values are not recommended for survey control.
 PQ0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0667.See file dsdata.txt to determine how the superseded data were derived.
 PQ0667
 PQ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8146157482(NAD 83)
 PQ0667
 PQ0667_MARKER: DB = BENCH MARK DISK
 PQ0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0667+STABILITY: SURFACE MOTION
 PQ0667
 PQ0667  HISTORY     - Date     Condition        Report By
 PQ0667  HISTORY     - 1956     MONUMENTED       USGS
 PQ0667
 PQ0667                          STATION DESCRIPTION
 PQ0667
 PQ0667'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (FAR)
 PQ0667'THE STATION IS IN COLLINS TOWNSHIP, ABOUT 2-1/2 MILES NORTH
 PQ0667'AND 1/2 MILE WEST OF STEWART AND IN THE NORTHWEST CORNER OF
 PQ0667'SECTION 19, T 115 N, R 30 W.
 PQ0667'
 PQ0667'IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN A SQUARE
 PQ0667'CONCRETE POST WHICH PROJECTS 4 INCHES, LOCATED 79 FEET SOUTHEAST
 PQ0667'OF THE CENTER OF THE ROAD INTERSECTION, 50-1/2 FEET SOUTHWEST
 PQ0667'OF A TELEPHONE POLE AND ABOUT 2 FEET LOWER THAN THE SURFACE
 PQ0667'OF THE ROAD.  THE DISK IS STAMPED 1955 1057 143 ES TT.  A
 PQ0667'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLLINS
 PQ0667'AND THE DISTANCE FOUND TO BE 10.174 METERS (33.38 FT.).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0503 ***********************************************************************
 SH0503  DESIGNATION -  1432.0
 SH0503  PID         -  SH0503
 SH0503  STATE/COUNTY-  MN/ST LOUIS
 SH0503  COUNTRY     -  US
 SH0503  USGS QUAD   -  KANGAS BAY (1986)
 SH0503
 SH0503                         *CURRENT SURVEY CONTROL
 SH0503  ______________________________________________________________________
 SH0503* NAD 83(1986) POSITION- 47 47 59.     (N) 091 51 20.     (W)   SCALED    
 SH0503* NAVD 88 ORTHO HEIGHT -   436.871  (meters)    1433.30  (feet) ADJUSTED  
 SH0503  ______________________________________________________________________
 SH0503  GEOID HEIGHT    -        -30.53  (meters)                     GEOID09
 SH0503  DYNAMIC HEIGHT  -        436.923 (meters)     1433.47  (feet) COMP
 SH0503  MODELED GRAVITY -    980,718.8   (mgal)                       NAVD 88
 SH0503
 SH0503  VERT ORDER      -  SECOND    CLASS 0
 SH0503
 SH0503.The horizontal coordinates were scaled from a topographic map and have
 SH0503.an estimated accuracy of +/- 6 seconds.
 SH0503.
 SH0503.The orthometric height was determined by differential leveling and
 SH0503.adjusted in June 1991.
 SH0503
 SH0503.The dynamic height is computed by dividing the NAVD 88
 SH0503.geopotential number by the normal gravity value computed on the
 SH0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0503.degrees latitude (g = 980.6199 gals.).
 SH0503
 SH0503.The modeled gravity was interpolated from observed gravity values.
 SH0503
 SH0503;                    North         East    Units  Estimated Accuracy
 SH0503;SPC MN N     -   245,250.      893,210.      MT  (+/- 180 meters Scaled)
 SH0503
 SH0503                          SUPERSEDED SURVEY CONTROL
 SH0503
 SH0503  NGVD 29 (??/??/92)  436.643  (m)         1432.55   (f) ADJ UNCH    2 0
 SH0503
 SH0503.Superseded values are not recommended for survey control.
 SH0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0503.See file dsdata.txt to determine how the superseded data were derived.
 SH0503
 SH0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN856946(NAD 83)
 SH0503
 SH0503_MARKER: Q = CHISELED SQUARE
 SH0503_SETTING: 66 = SET IN ROCK OUTCROP
 SH0503_SP_SET: BED ROCK
 SH0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0503+STABILITY: POSITION/ELEVATION WELL
 SH0503
 SH0503  HISTORY     - Date     Condition        Report By
 SH0503  HISTORY     - UNK      MONUMENTED       USGS
 SH0503  HISTORY     - 1935     GOOD             CGS
 SH0503
 SH0503                          STATION DESCRIPTION
 SH0503
 SH0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0503'9.5 MI S FROM ELY.
 SH0503'9.5 MILES SOUTH OF ELY 30 FEET NORTH OF CENTER LINE OF ROAD
 SH0503'50 FEET EAST OF FARM ROAD CHISELED SQUARE IN GRANITE ROCK
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0431 ***********************************************************************
 SH0431  DESIGNATION -  1441.7
 SH0431  PID         -  SH0431
 SH0431  STATE/COUNTY-  MN/ST LOUIS
 SH0431  COUNTRY     -  US
 SH0431  USGS QUAD   -  ELY (1986)
 SH0431
 SH0431                         *CURRENT SURVEY CONTROL
 SH0431  ______________________________________________________________________
 SH0431* NAD 83(1986) POSITION- 47 54 05.     (N) 091 52 00.     (W)   SCALED    
 SH0431* NAVD 88 ORTHO HEIGHT -   439.811  (meters)    1442.95  (feet) ADJUSTED  
 SH0431  ______________________________________________________________________
 SH0431  GEOID HEIGHT    -        -30.81  (meters)                     GEOID09
 SH0431  DYNAMIC HEIGHT  -        439.873 (meters)     1443.15  (feet) COMP
 SH0431  MODELED GRAVITY -    980,740.4   (mgal)                       NAVD 88
 SH0431
 SH0431  VERT ORDER      -  SECOND    CLASS 0
 SH0431
 SH0431.The horizontal coordinates were scaled from a topographic map and have
 SH0431.an estimated accuracy of +/- 6 seconds.
 SH0431.
 SH0431.The orthometric height was determined by differential leveling and
 SH0431.adjusted in June 1991.
 SH0431
 SH0431.The dynamic height is computed by dividing the NAVD 88
 SH0431.geopotential number by the normal gravity value computed on the
 SH0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0431.degrees latitude (g = 980.6199 gals.).
 SH0431
 SH0431.The modeled gravity was interpolated from observed gravity values.
 SH0431
 SH0431;                    North         East    Units  Estimated Accuracy
 SH0431;SPC MN N     -   256,530.      892,200.      MT  (+/- 180 meters Scaled)
 SH0431
 SH0431                          SUPERSEDED SURVEY CONTROL
 SH0431
 SH0431  NGVD 29 (??/??/92)  439.578  (m)         1442.18   (f) ADJ UNCH    2 0
 SH0431
 SH0431.Superseded values are not recommended for survey control.
 SH0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0431.See file dsdata.txt to determine how the superseded data were derived.
 SH0431
 SH0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP847059(NAD 83)
 SH0431
 SH0431_MARKER: Q = CHISELED SQUARE
 SH0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SH0431_SP_SET: CURB
 SH0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SH0431
 SH0431  HISTORY     - Date     Condition        Report By
 SH0431  HISTORY     - UNK      MONUMENTED       USGS
 SH0431  HISTORY     - 1934     GOOD             CGS
 SH0431  HISTORY     - 1935     GOOD             CGS
 SH0431
 SH0431                          STATION DESCRIPTION
 SH0431
 SH0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SH0431'IN ELY.
 SH0431'IN TOWN, NE CORNER INTERSECTION OF CENTRAL AVE. AND HARVEY ST.,
 SH0431'NEAR LIGHT PEDESTAL, TOP OF CONCRETE CURBING, CHISELED SQUARE,
 SH0431'MARKED 1441.7.
 SH0431
 SH0431                          STATION RECOVERY (1935)
 SH0431
 SH0431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 SH0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0481 ***********************************************************************
 SH0481  DESIGNATION -  1463.8
 SH0481  PID         -  SH0481
 SH0481  STATE/COUNTY-  MN/ST LOUIS
 SH0481  COUNTRY     -  US
 SH0481  USGS QUAD   -  BEAR ISLAND (1986)
 SH0481
 SH0481                         *CURRENT SURVEY CONTROL
 SH0481  ______________________________________________________________________
 SH0481* NAD 83(1986) POSITION- 47 45 47.     (N) 091 57 12.     (W)   SCALED    
 SH0481* NAVD 88 ORTHO HEIGHT -   446.545  (meters)    1465.04  (feet) ADJUSTED  
 SH0481  ______________________________________________________________________
 SH0481  GEOID HEIGHT    -        -30.50  (meters)                     GEOID09
 SH0481  DYNAMIC HEIGHT  -        446.597 (meters)     1465.21  (feet) COMP
 SH0481  MODELED GRAVITY -    980,713.5   (mgal)                       NAVD 88
 SH0481
 SH0481  VERT ORDER      -  SECOND    CLASS 0
 SH0481
 SH0481.The horizontal coordinates were scaled from a topographic map and have
 SH0481.an estimated accuracy of +/- 6 seconds.
 SH0481.
 SH0481.The orthometric height was determined by differential leveling and
 SH0481.adjusted in June 1991.
 SH0481
 SH0481.The dynamic height is computed by dividing the NAVD 88
 SH0481.geopotential number by the normal gravity value computed on the
 SH0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0481.degrees latitude (g = 980.6199 gals.).
 SH0481
 SH0481.The modeled gravity was interpolated from observed gravity values.
 SH0481
 SH0481;                    North         East    Units  Estimated Accuracy
 SH0481;SPC MN N     -   241,060.      885,950.      MT  (+/- 180 meters Scaled)
 SH0481
 SH0481                          SUPERSEDED SURVEY CONTROL
 SH0481
 SH0481  NGVD 29 (??/??/92)  446.317  (m)         1464.29   (f) ADJ UNCH    2 0
 SH0481
 SH0481.Superseded values are not recommended for survey control.
 SH0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0481.See file dsdata.txt to determine how the superseded data were derived.
 SH0481
 SH0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN784904(NAD 83)
 SH0481
 SH0481_MARKER: DD = SURVEY DISK
 SH0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SH0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SH0481_MARK LOGO: USGS  
 SH0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SH0481+STABILITY: SURFACE MOTION
 SH0481
 SH0481  HISTORY     - Date     Condition        Report By
 SH0481  HISTORY     - UNK      MONUMENTED       USGS
 SH0481  HISTORY     - 1935     GOOD             CGS
 SH0481  HISTORY     - 20070508 MARK NOT FOUND   MNDT
 SH0481
 SH0481                          STATION DESCRIPTION
 SH0481
 SH0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0481'11.6 MI S FROM ELY.
 SH0481'11.6 MILES SOUTH OF ELY, 0.1 MILES NORTH OF T-195.  AT JUNCTION
 SH0481'OF ROAD TO ROTHMANS CABINS.  30 FEET WEST OF HWY. 21.
 SH0481
 SH0481                          STATION RECOVERY (2007)
 SH0481
 SH0481'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 SH0481'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0446 ***********************************************************************
 SH0446  DESIGNATION -  1465.6
 SH0446  PID         -  SH0446
 SH0446  STATE/COUNTY-  MN/LAKE
 SH0446  COUNTRY     -  US
 SH0446  USGS QUAD   -  FARM LAKE (1986)
 SH0446
 SH0446                         *CURRENT SURVEY CONTROL
 SH0446  ______________________________________________________________________
 SH0446* NAD 83(1986) POSITION- 47 56 39.     (N) 091 39 50.     (W)   SCALED    
 SH0446* NAVD 88 ORTHO HEIGHT -   447.079  (meters)    1466.79  (feet) ADJUSTED  
 SH0446  ______________________________________________________________________
 SH0446  GEOID HEIGHT    -        -30.76  (meters)                     GEOID09
 SH0446  DYNAMIC HEIGHT  -        447.151 (meters)     1467.03  (feet) COMP
 SH0446  MODELED GRAVITY -    980,758.2   (mgal)                       NAVD 88
 SH0446
 SH0446  VERT ORDER      -  SECOND    CLASS 0
 SH0446
 SH0446.The horizontal coordinates were scaled from a topographic map and have
 SH0446.an estimated accuracy of +/- 6 seconds.
 SH0446.
 SH0446.The orthometric height was determined by differential leveling and
 SH0446.adjusted in June 1991.
 SH0446
 SH0446.The dynamic height is computed by dividing the NAVD 88
 SH0446.geopotential number by the normal gravity value computed on the
 SH0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0446.degrees latitude (g = 980.6199 gals.).
 SH0446
 SH0446.The modeled gravity was interpolated from observed gravity values.
 SH0446
 SH0446;                    North         East    Units  Estimated Accuracy
 SH0446;SPC MN N     -   261,550.      907,270.      MT  (+/- 180 meters Scaled)
 SH0446
 SH0446                          SUPERSEDED SURVEY CONTROL
 SH0446
 SH0446  NGVD 29 (??/??/92)  446.849  (m)         1466.04   (f) ADJ UNCH    2 0
 SH0446
 SH0446.Superseded values are not recommended for survey control.
 SH0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0446.See file dsdata.txt to determine how the superseded data were derived.
 SH0446
 SH0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP997109(NAD 83)
 SH0446
 SH0446_MARKER: Q = CHISELED SQUARE
 SH0446_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SH0446_SP_SET: ROCK LEDGE
 SH0446_STAMPING: UNSTAMPED
 SH0446_MARK LOGO: USGS  
 SH0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SH0446
 SH0446  HISTORY     - Date     Condition        Report By
 SH0446  HISTORY     - 1931     MONUMENTED       USGS
 SH0446  HISTORY     - 1935     GOOD             CGS
 SH0446  HISTORY     - 20060502 MARK NOT FOUND   MNDT
 SH0446
 SH0446                          STATION DESCRIPTION
 SH0446
 SH0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0446'6.9 MI E FROM WINTON.
 SH0446'IN LAKE COUNTY, 6.9 MILES EAST ALONG THE FERNBERG ROAD FROM
 SH0446'WINTON, ST. LOUIS COUNTY, AT THE TOP OF A SMALL HILL, 20 FEET
 SH0446'SOUTH OF THE CENTERLINE OF THE ROAD, 12 FEET EAST OF THE STATE
 SH0446'GAME REFUGE BOUNDARY LINE, AND ON THE TOP OF THE SOUTH EDGE
 SH0446'OF A ROCK LEDGE.  A CHISELED SQUARE.
 SH0446
 SH0446                          STATION RECOVERY (2006)
 SH0446
 SH0446'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 SH0446'6.9 MILES EAST OF WINTON ON FERNBERG ROAD, AT TOP OF SMALL HILL 20
 SH0446'FEET SOUTH OF FERNBERG ROAD, 12 FEET EAST OF STATE GAME REFUGE BOUNDRY
 SH0446'LINE, ON TOP OF SOUTH EDGE OF LEDGE ROCK
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1478 ***********************************************************************
 PQ1478  DESIGNATION -  147 ES
 PQ1478  PID         -  PQ1478
 PQ1478  STATE/COUNTY-  MN/MCLEOD
 PQ1478  COUNTRY     -  US
 PQ1478  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1478
 PQ1478                         *CURRENT SURVEY CONTROL
 PQ1478  ______________________________________________________________________
 PQ1478* NAD 83(2007) POSITION- 44 56 33.53578(N) 094 30 01.75929(W)   ADJUSTED  
 PQ1478* NAD 83(2007) ELLIP HT-   310.545 (meters)        (08/23/10)   ADJUSTED
 PQ1478* NAD 83(2007) EPOCH   -  2002.00
 PQ1478* NAVD 88 ORTHO HEIGHT -   337.597  (meters)    1107.60  (feet) ADJUSTED  
 PQ1478  ______________________________________________________________________
 PQ1478  NAD 83(2007) X  -   -354,855.213 (meters)                     COMP
 PQ1478  NAD 83(2007) Y  - -4,508,371.365 (meters)                     COMP
 PQ1478  NAD 83(2007) Z  -  4,483,058.774 (meters)                     COMP
 PQ1478  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC09
 PQ1478  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PQ1478  DYNAMIC HEIGHT  -        337.571 (meters)     1107.51  (feet) COMP
 PQ1478  MODELED GRAVITY -    980,529.3   (mgal)                       NAVD 88
 PQ1478
 PQ1478  HORZ ORDER      -  FIRST
 PQ1478  VERT ORDER      -  SECOND    CLASS I
 PQ1478  ELLP ORDER      -  THIRD     CLASS I
 PQ1478
 PQ1478.The horizontal coordinates were established by GPS observations
 PQ1478.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1478
 PQ1478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1478.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1478
 PQ1478.The horizontal coordinates are valid at the epoch date displayed above
 PQ1478.which is a decimal equivalence of Year/Month/Day.
 PQ1478
 PQ1478.The orthometric height was determined by differential leveling and
 PQ1478.adjusted in November 2011.
 PQ1478
 PQ1478.Photographs are available for this station.
 PQ1478
 PQ1478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1478
 PQ1478.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1478
 PQ1478.The ellipsoidal height was determined by GPS observations
 PQ1478.and is referenced to NAD 83.
 PQ1478
 PQ1478.The dynamic height is computed by dividing the NAVD 88
 PQ1478.geopotential number by the normal gravity value computed on the
 PQ1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1478.degrees latitude (g = 980.6199 gals.).
 PQ1478
 PQ1478.The modeled gravity was interpolated from observed gravity values.
 PQ1478
 PQ1478. The following values were computed from the NAD 83(2007) position.
 PQ1478
 PQ1478;                    North         East     Units Scale Factor Converg.
 PQ1478;SPC MN S     -   315,974.473   760,500.860   MT  0.99995166   -0 21 02.9
 PQ1478;SPC MN S     - 1,036,659.58  2,495,076.57   sFT  0.99995166   -0 21 02.9
 PQ1478;UTM  15      - 4,977,674.550   381,620.572   MT  0.99977232   -1 03 36.2
 PQ1478
 PQ1478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1478!SPC MN S     -   0.99995131  x   0.99995166  =   0.99990298
 PQ1478!UTM  15      -   0.99995131  x   0.99977232  =   0.99972364
 PQ1478
 PQ1478|---------------------------------------------------------------------|
 PQ1478| PID    Reference Object                     Distance      Geod. Az  |
 PQ1478|                                                           dddmmss.s |
 PQ1478| PQ0850 MILLS                               293.849 METERS 33119     |
 PQ1478|---------------------------------------------------------------------|
 PQ1478
 PQ1478                          SUPERSEDED SURVEY CONTROL
 PQ1478
 PQ1478  NAD 83(1996)-  44 56 33.53520(N)    094 30 01.75894(W) AD(       ) 1
 PQ1478  ELLIP H (06/12/06)  310.570  (m)                       GP(       ) 4 1
 PQ1478  NAVD 88 (06/12/06)  337.60   (m)         1107.6    (f) LEVELING    3  
 PQ1478  NAVD 88 (06/15/95)  337.602  (m)         1107.62   (f) SUPERSEDED  2 1
 PQ1478
 PQ1478.Superseded values are not recommended for survey control.
 PQ1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1478.See file dsdata.txt to determine how the superseded data were derived.
 PQ1478
 PQ1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8162077674(NAD 83)
 PQ1478
 PQ1478_MARKER: DB = BENCH MARK DISK
 PQ1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1478_SP_SET: CONCRETE POST
 PQ1478_STAMPING: 147 ES TT 1107 1955
 PQ1478_MARK LOGO: USGS  
 PQ1478_PROJECTION: FLUSH
 PQ1478_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1478+STABILITY: SURFACE MOTION
 PQ1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1478+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 PQ1478
 PQ1478  HISTORY     - Date     Condition        Report By
 PQ1478  HISTORY     - 1955     MONUMENTED       USGS
 PQ1478  HISTORY     - 19780724 GOOD             MNDT
 PQ1478  HISTORY     - 19850909 GOOD             MNDT
 PQ1478  HISTORY     - 20060110 GOOD             MNDT
 PQ1478
 PQ1478                          STATION DESCRIPTION
 PQ1478
 PQ1478'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1478'THE MARK IS LOCATED 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ1478'FROM ITS JUNCTION WITH COUNTY ROAD 26 AT CEDAR MILLS, IN THE SW 1/4
 PQ1478'OF SECTION 18, T117N, R30W, NEAR TRUNK HIGHWAY 7 MILEPOINT 134.1 AND
 PQ1478'TRUNK HIGHWAY 22 MILEPOST 130, IN THE CENTER OF THE MOST EASTERLY
 PQ1478'SODDED ISLAND FORMED BY THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 PQ1478'HIGHWAY 22.  THE MARK IS 41 FEET (12.5 M) SOUTHWEST OF THE CENTERLINE
 PQ1478'OF TRUNK HIGHWAY 22, 46 FEET (14.0 M) NORTH OF THE CENTERLINE OF
 PQ1478'TRUNK HIGHWAY 7, AND 100 FEET (30.5 M) NORTHWEST OF THE MOST EASTERLY
 PQ1478'POINT OF THE ISLAND.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1478'STAMPED---147 ES 1955---, IS SET IN THE TOP OF A CONCRETE POST.
 PQ1478
 PQ1478                          STATION RECOVERY (1985)
 PQ1478
 PQ1478'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PQ1478'THE MARK IS 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 7 FROM ITS
 PQ1478'JUNCTION WITH COUNTY ROAD 26 AT CEDAR MILLS, IN THE SW 1/4 OF SECTION
 PQ1478'18, T117W, R30W, NEAR TRUNK HIGHWAY 7 MILEPOINT 134.1 AND TRUNK
 PQ1478'HIGHWAY 22 MILEPOST 130, IN THE CENTER OF THE MOST EASTERLY SODDED
 PQ1478'ISLAND FORMED BY THE JUNCTION OF HIGHWAYS 7 AND 22, 41 FT (12.5 M)
 PQ1478'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 22, 46 FT (14.0 M) NORTH OF
 PQ1478'THE CENTERLINE OF HIGHWAY 7, 100 FT (30.5 M) NORTHWEST OF THE MOST
 PQ1478'EASTERLY POINT OF THE ISLAND, AND 0.4 FT (0.1 M) EAST OF A STEEL
 PQ1478'WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1478'STAMPED---147 ES 1955---, IS SET IN THE TOP OF A CONCRETE POST.
 PQ1478
 PQ1478                          STATION RECOVERY (2006)
 PQ1478
 PQ1478'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1478'1.1 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 26 AT
 PQ1478'CEDAR MILLS, AT JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 22, AT
 PQ1478'TRUNK HIGHWAY 7 MILEPOINT 134.1, AT TRUNK HIGHWAY 22 MILEPOST 130, IN
 PQ1478'CENTER MOST EAST SODDED ISLAND FORMED BY JUNCTION, 41 FEET SOUTHWEST
 PQ1478'OF TRUNK HIGHWAY 22, 46 FEET NORTH OF TRUNK HIGHWAY 7, 100 FEET
 PQ1478'NORTHWEST OF MOST EAST POINT OF ISLAND, 0.6 FEET SOUTHEAST OF WITNESS
 PQ1478'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1482 ***********************************************************************
 PQ1482  DESIGNATION -  148 ES
 PQ1482  PID         -  PQ1482
 PQ1482  STATE/COUNTY-  MN/MEEKER
 PQ1482  COUNTRY     -  US
 PQ1482  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1482
 PQ1482                         *CURRENT SURVEY CONTROL
 PQ1482  ______________________________________________________________________
 PQ1482* NAD 83(1986) POSITION- 44 59 42.     (N) 094 30 06.     (W)   SCALED    
 PQ1482* NAVD 88 ORTHO HEIGHT -   331.113  (meters)    1086.33  (feet) ADJUSTED  
 PQ1482  ______________________________________________________________________
 PQ1482  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PQ1482  DYNAMIC HEIGHT  -        331.090 (meters)     1086.25  (feet) COMP
 PQ1482  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 PQ1482
 PQ1482  VERT ORDER      -  SECOND    CLASS I
 PQ1482
 PQ1482.The horizontal coordinates were scaled from a topographic map and have
 PQ1482.an estimated accuracy of +/- 6 seconds.
 PQ1482.
 PQ1482.The orthometric height was determined by differential leveling and
 PQ1482.adjusted in June 1995.
 PQ1482
 PQ1482.The dynamic height is computed by dividing the NAVD 88
 PQ1482.geopotential number by the normal gravity value computed on the
 PQ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1482.degrees latitude (g = 980.6199 gals.).
 PQ1482
 PQ1482.The modeled gravity was interpolated from observed gravity values.
 PQ1482
 PQ1482;                    North         East    Units  Estimated Accuracy
 PQ1482;SPC MN S     -   321,790.      760,440.      MT  (+/- 180 meters Scaled)
 PQ1482
 PQ1482                          SUPERSEDED SURVEY CONTROL
 PQ1482
 PQ1482.No superseded survey control is available for this station.
 PQ1482
 PQ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK816834(NAD 83)
 PQ1482
 PQ1482_MARKER: DB = BENCH MARK DISK
 PQ1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1482_SP_SET: CONCRETE POST
 PQ1482_STAMPING: 148 ES 1955 1086
 PQ1482_MARK LOGO: USGS  
 PQ1482_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1482+STABILITY: SURFACE MOTION
 PQ1482
 PQ1482  HISTORY     - Date     Condition        Report By
 PQ1482  HISTORY     - 1955     MONUMENTED       USGS
 PQ1482  HISTORY     - 19780724 GOOD             MNDT
 PQ1482
 PQ1482                          STATION DESCRIPTION
 PQ1482
 PQ1482'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1482'THE MARK IS LOCATED 0.1 MILE (0.2 KM) SOUTH OF THE TOWN OF GREENLEAF
 PQ1482'AT THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 18, IN THE SW 1/4
 PQ1482'OF SECTION 30, T118N, R30W, NEAR TRUNK HIGHWAY 22 MILEPOINT 133.6.
 PQ1482'THE MARK IS 73.1 FEET (22.3 M) EAST OF THE CENTERLINE OF TRUNK
 PQ1482'HIGHWAY 22, 228 FEET (69.5 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 PQ1482'18, 98.2 FEET (29.9 M) NORTH OF MNDT BENCH MARK 4709 A, 3.1 FEET (0.9
 PQ1482'M) EAST OF A TELEPHONE POLE, AND 0.8 FOOT (24.4 CM) FROM A STEEL
 PQ1482'WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1482'STAMPED---148 ES 1955 1086---, IS SET IN THE TOP OF A MAGNETIC
 PQ1482'CONCRETE POST THAT IS ABOUT LEVEL WITH TRUNK HIGHWAY 22 AND PROJECTS
 PQ1482'3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0424 ***********************************************************************
 RP0424  DESIGNATION -  1480 A
 RP0424  PID         -  RP0424
 RP0424  STATE/COUNTY-  MN/CLAY
 RP0424  COUNTRY     -  US
 RP0424  USGS QUAD   -  FARGO SOUTH (1993)
 RP0424
 RP0424                         *CURRENT SURVEY CONTROL
 RP0424  ______________________________________________________________________
 RP0424* NAD 83(2007) POSITION- 46 50 48.01221(N) 096 46 02.65904(W)   ADJUSTED  
 RP0424* NAD 83(2007) ELLIP HT-   249.589 (meters)        (02/10/07)   ADJUSTED
 RP0424* NAD 83(2007) EPOCH   -  2002.00
 RP0424* NAVD 88 ORTHO HEIGHT -   276.095  (meters)     905.82  (feet) ADJUSTED  
 RP0424  ______________________________________________________________________
 RP0424  NAD 83(2007) X  -   -514,993.154 (meters)                     COMP
 RP0424  NAD 83(2007) Y  - -4,339,859.971 (meters)                     COMP
 RP0424  NAD 83(2007) Z  -  4,630,305.140 (meters)                     COMP
 RP0424  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC09
 RP0424  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 RP0424  DYNAMIC HEIGHT  -        276.117 (meters)      905.89  (feet) COMP
 RP0424  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RP0424
 RP0424  VERT ORDER      -  SECOND    CLASS I
 RP0424
 RP0424  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RP0424  Type                                         Horiz  Ellip  Dist(km)
 RP0424  -------------------------------------------------------------------
 RP0424  NETWORK                                       0.82   1.29
 RP0424  -------------------------------------------------------------------
 RP0424  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.77   1.20      3.27
 RP0424  -------------------------------------------------------------------
 RP0424  NOTE: Click here for information on individual local accuracy
 RP0424  values and other accuracy information.
 RP0424
 RP0424
 RP0424.The horizontal coordinates were established by GPS observations
 RP0424.and adjusted by the National Geodetic Survey in February 2007.
 RP0424
 RP0424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RP0424.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RP0424
 RP0424.The horizontal coordinates are valid at the epoch date displayed above
 RP0424.which is a decimal equivalence of Year/Month/Day.
 RP0424
 RP0424.The orthometric height was determined by differential leveling and
 RP0424.adjusted in April 2011.
 RP0424
 RP0424.Photographs are available for this station.
 RP0424
 RP0424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0424
 RP0424.The Laplace correction was computed from DEFLEC09 derived deflections.
 RP0424
 RP0424.The ellipsoidal height was determined by GPS observations
 RP0424.and is referenced to NAD 83.
 RP0424
 RP0424.The dynamic height is computed by dividing the NAVD 88
 RP0424.geopotential number by the normal gravity value computed on the
 RP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0424.degrees latitude (g = 980.6199 gals.).
 RP0424
 RP0424.The modeled gravity was interpolated from observed gravity values.
 RP0424
 RP0424. The following values were computed from the NAD 83(2007) position.
 RP0424
 RP0424;                    North         East     Units Scale Factor Converg.
 RP0424;SPC MN C     -   308,306.106   608,028.817   MT  0.99996191   -1 49 15.8
 RP0424;SPC MN C     - 1,011,500.95  1,994,841.21   sFT  0.99996191   -1 49 15.8
 RP0424;UTM  14      - 5,190,545.291   670,216.542   MT  0.99995612   +1 37 44.9
 RP0424
 RP0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0424!SPC MN C     -   0.99996088  x   0.99996191  =   0.99992279
 RP0424!UTM  14      -   0.99996088  x   0.99995612  =   0.99991700
 RP0424
 RP0424:                Primary Azimuth Mark                     Grid Az
 RP0424:SPC MN C     -  1480 AB                                  279 55 50.7
 RP0424:UTM  14      -  1480 AB                                  276 28 50.0
 RP0424
 RP0424|---------------------------------------------------------------------|
 RP0424| PID    Reference Object                     Distance      Geod. Az  |
 RP0424|                                                           dddmmss.s |
 RP0424| RP0423 1480 B                              128.023 METERS 12625     |
 RP0424| DM1814 1406 U                              310.629 METERS 18404     |
 RP0424| DF8000 1480 AB                             APPROX. 0.6 KM 2780634.9 |
 RP0424|---------------------------------------------------------------------|
 RP0424
 RP0424                          SUPERSEDED SURVEY CONTROL
 RP0424
 RP0424  NAD 83(1996)-  46 50 48.01164(N)    096 46 02.65888(W) AD(       ) 1
 RP0424  ELLIP H (09/10/03)  249.608  (m)                       GP(       ) 3 1
 RP0424  NAVD 88 (04/16/04)  276.098  (m)          905.83   (f) SUPERSEDED  2 1
 RP0424  NAVD 88 (09/10/03)  276.10   (m)          905.8    (f) LEVELING    3  
 RP0424  NAVD 88 (06/15/91)  276.135  (m)          905.95   (f) SUPERSEDED  2 0
 RP0424  NGVD 29 (??/??/92)  275.850  (m)          905.02   (f) ADJ UNCH    2 0
 RP0424
 RP0424.Superseded values are not recommended for survey control.
 RP0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0424.See file dsdata.txt to determine how the superseded data were derived.
 RP0424
 RP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7021690545(NAD 83)
 RP0424
 RP0424_MARKER: DB = BENCH MARK DISK
 RP0424_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0424_SP_SET: MONUMENT
 RP0424_STAMPING: 1480 A 1959
 RP0424_MARK LOGO: MNDT  
 RP0424_PROJECTION: FLUSH
 RP0424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RP0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0424+STABILITY: SURFACE MOTION
 RP0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0424+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 RP0424
 RP0424  HISTORY     - Date     Condition        Report By
 RP0424  HISTORY     - 19590401 MONUMENTED       MNHD
 RP0424  HISTORY     - 1968     GOOD             MNDT
 RP0424  HISTORY     - 19930907 GOOD             MNDT
 RP0424  HISTORY     - 19940809 GOOD             MNDT
 RP0424  HISTORY     - 20000404 GOOD             MNDT
 RP0424  HISTORY     - 20090916 GOOD             MNDT
 RP0424  HISTORY     - 20110215 GOOD             INDIV
 RP0424
 RP0424                          STATION DESCRIPTION
 RP0424
 RP0424'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0424'IN MOORHEAD.
 RP0424'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W NEAR THE
 RP0424'INTERCHANGE OF T.H. 75 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RP0424'HIGHWAY DEPARTMENT DISK, STAMPED 1480 A 1959, SET IN A PRE-CAST
 RP0424'CONCRETE MONUMENT.  MARK IS ABOUT 100 FEET EAST OF THE NORTHBOUND T.H.
 RP0424'75 BRIDGE OVER F.A.I. 94, 100 FEET SOUTH OF THE EASTBOUND CENTERLINE
 RP0424'OF F.A.I. 94, 1.0 FOOT NORTH OF A STEEL WITNESS POST AND BURIED 2
 RP0424'INCHES BELOW GROUND.
 RP0424
 RP0424                          STATION RECOVERY (1993)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 RP0424'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN THE
 RP0424'CITY OF MOORHEAD IN THE NE 1/4 OF SECTION 20, T139N, R48W.  THE MARK,
 RP0424'A DISK SET IN A CONC MON, IS AT THE JCT OF TH 75 AND FAI 94, 100 FT
 RP0424'(30.5 M) EAST OF THE NB TH 75 BRDG OVER FAI 94, 100 FT (30.5 M) SOUTH
 RP0424'OF EB FAI 94, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.  RECOVERED AND
 RP0424'DESCRIBED BY DAVID K HERDER, TYPED BY D.J.E.
 RP0424
 RP0424                          STATION RECOVERY (1994)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0424'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RP0424
 RP0424                          STATION RECOVERY (2000)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0424'RECOVERED AS DESCRIBED.
 RP0424
 RP0424                          STATION RECOVERY (2009)
 RP0424
 RP0424'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0424'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0424'THE MARK IS AT MOORHEAD, AT JUNCTION OF TRUNK HIGHWAY 75 AND
 RP0424'INTERSTATE HIGHWAY 94, 100 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 75
 RP0424'BRIDGE OVER INTERSTATE HIGHWAY 94, 100 FEET SOUTH OF EASTBOUND
 RP0424'INTERSTATE HIGHWAY 94, 1.0 FOOT NORTH OF WITNESS POST.
 RP0424
 RP0424                          STATION RECOVERY (2011)
 RP0424
 RP0424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 RP0424'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0081 ***********************************************************************
 RP0081  DESIGNATION -  1480 AA
 RP0081  PID         -  RP0081
 RP0081  STATE/COUNTY-  MN/CLAY
 RP0081  COUNTRY     -  US
 RP0081  USGS QUAD   -  BARNESVILLE (1981)
 RP0081
 RP0081                         *CURRENT SURVEY CONTROL
 RP0081  ______________________________________________________________________
 RP0081* NAD 83(1986) POSITION- 46 38 45.64   (N) 096 22 53.73   (W)   HD_HELD1  
 RP0081* NAVD 88 ORTHO HEIGHT -   325.164  (meters)    1066.81  (feet) ADJUSTED  
 RP0081  ______________________________________________________________________
 RP0081  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 RP0081  DYNAMIC HEIGHT  -        325.188 (meters)     1066.89  (feet) COMP
 RP0081  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 RP0081
 RP0081  VERT ORDER      -  SECOND    CLASS I
 RP0081
 RP0081.The horizontal coordinates were established by differentially corrected
 RP0081.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0081.
 RP0081.The orthometric height was determined by differential leveling and
 RP0081.adjusted in April 2009.
 RP0081
 RP0081.Photographs are available for this station.
 RP0081
 RP0081.The dynamic height is computed by dividing the NAVD 88
 RP0081.geopotential number by the normal gravity value computed on the
 RP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0081.degrees latitude (g = 980.6199 gals.).
 RP0081
 RP0081.The modeled gravity was interpolated from observed gravity values.
 RP0081
 RP0081;                    North         East    Units  Estimated Accuracy
 RP0081;SPC MN C     -   285,145.4     636,842.1     MT  (+/- 3 meters HH1 GPS) 
 RP0081
 RP0081                          SUPERSEDED SURVEY CONTROL
 RP0081
 RP0081  NAVD 88 (06/15/91)  325.158  (m)         1066.79   (f) SUPERSEDED  2 0
 RP0081  NGVD 29 (??/??/92)  324.893  (m)         1065.92   (f) ADJ UNCH    2 0
 RP0081
 RP0081.Superseded values are not recommended for survey control.
 RP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0081.See file dsdata.txt to determine how the superseded data were derived.
 RP0081
 RP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0037369158(NAD 83)
 RP0081
 RP0081_MARKER: F = FLANGE-ENCASED ROD
 RP0081_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RP0081+WITH SETTING: INFORMATION.
 RP0081_SP_SET: MONUMENT
 RP0081_STAMPING: 1480 AA 1968
 RP0081_MARK LOGO: MNHD  
 RP0081_PROJECTION: RECESSED 15 CENTIMETERS
 RP0081_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0081+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2005
 RP0081
 RP0081  HISTORY     - Date     Condition        Report By
 RP0081  HISTORY     - 1968     MONUMENTED       MNHD
 RP0081  HISTORY     - 20050920 GOOD             MNDT
 RP0081
 RP0081                          STATION DESCRIPTION
 RP0081
 RP0081'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0081'1.6 MI SE FROM BARNESVILLE.
 RP0081'MARK IS LOCATED ABOUT 1.2 MILE SOUTHEAST OF THE INTERCHANGE OF T.H. 34
 RP0081'AND F.A.I. 94.  MARK IS A STANDARD FROST FREE MONUMENT, STAMPED 1480
 RP0081'AA 1968 ON THE CAP.  (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD
 RP0081'INSIDE THE CASING).  MARK IS 95 FEET EAST OF THE CENTERLINE OF
 RP0081'WESTBOUND F.A.I. 94 (STA. 1657+00), 32.0 FEET WEST OF THE CENTERLINE
 RP0081'OF FRONTAGE ROAD, 1.0 FEET NORTH OF A STEEL WITNESS POST AND
 RP0081'PROJECTING ABOUT 6 INCHES.  SW 1/4 SECTION 28, T137N, R45W.
 RP0081
 RP0081                          STATION RECOVERY (2005)
 RP0081
 RP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RP0081'THE MARK IS 1.0 MI (1.6 KM) SOUTH-SOUTHEAST OF BARNESVILLE, 1.1 MI
 RP0081'(1.8 KM) SOUTH OF TRUNK HIGHWAY 34, 95 FT (29.0 M) EAST OF WESTBOUND
 RP0081'INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE POINT 25.72, 32
 RP0081'FT (9.8 M) WEST OF FRONTAGE ROAD, 1.0 FT (0.3 M) NORTH OF A WITNESS
 RP0081'POST.  MARK IS AN IRON ROD WITH A PUNCH HOLE, STAMPING IS ON CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8000 ***********************************************************************
 DF8000  DESIGNATION -  1480 AB
 DF8000  PID         -  DF8000
 DF8000  STATE/COUNTY-  MN/CLAY
 DF8000  COUNTRY     -  US
 DF8000  USGS QUAD   -  FARGO SOUTH (1993)
 DF8000
 DF8000                         *CURRENT SURVEY CONTROL
 DF8000  ______________________________________________________________________
 DF8000* NAD 83(2007) POSITION- 46 50 50.74410(N) 096 46 30.61218(W)   ADJUSTED  
 DF8000* NAD 83(2007) ELLIP HT-   249.308 (meters)        (01/24/11)   ADJUSTED
 DF8000* NAD 83(2007) EPOCH   -  2002.00
 DF8000* NAVD 88 ORTHO HEIGHT -   275.815  (meters)     904.90  (feet) ADJUSTED  
 DF8000  ______________________________________________________________________
 DF8000  NAD 83(2007) X  -   -515,574.007 (meters)                     COMP
 DF8000  NAD 83(2007) Y  - -4,339,728.832 (meters)                     COMP
 DF8000  NAD 83(2007) Z  -  4,630,362.635 (meters)                     COMP
 DF8000  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 DF8000  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DF8000  DYNAMIC HEIGHT  -        275.837 (meters)      904.98  (feet) COMP
 DF8000  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DF8000
 DF8000  HORZ ORDER      -  FIRST
 DF8000  VERT ORDER      -  SECOND    CLASS I
 DF8000  ELLP ORDER      -  FIRST     CLASS II
 DF8000
 DF8000.The horizontal coordinates were established by GPS observations
 DF8000.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF8000
 DF8000.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8000.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8000
 DF8000.The horizontal coordinates are valid at the epoch date displayed above
 DF8000.which is a decimal equivalence of Year/Month/Day.
 DF8000
 DF8000.The orthometric height was determined by differential leveling and
 DF8000.adjusted in April 2004.
 DF8000
 DF8000.No vertical observational check was made to the station.
 DF8000
 DF8000.Photographs are available for this station.
 DF8000
 DF8000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8000
 DF8000.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8000
 DF8000.The ellipsoidal height was determined by GPS observations
 DF8000.and is referenced to NAD 83.
 DF8000
 DF8000.The dynamic height is computed by dividing the NAVD 88
 DF8000.geopotential number by the normal gravity value computed on the
 DF8000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8000.degrees latitude (g = 980.6199 gals.).
 DF8000
 DF8000.The modeled gravity was interpolated from observed gravity values.
 DF8000
 DF8000. The following values were computed from the NAD 83(2007) position.
 DF8000
 DF8000;                    North         East     Units Scale Factor Converg.
 DF8000;SPC MN C     -   308,409.270   607,439.584   MT  0.99996203   -1 49 36.0
 DF8000;SPC MN C     - 1,011,839.41  1,992,908.04   sFT  0.99996203   -1 49 36.0
 DF8000;UTM  14      - 5,190,612.806   669,622.173   MT  0.99995364   +1 37 24.5
 DF8000
 DF8000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8000!SPC MN C     -   0.99996092  x   0.99996203  =   0.99992295
 DF8000!UTM  14      -   0.99996092  x   0.99995364  =   0.99991456
 DF8000
 DF8000:                Primary Azimuth Mark                     Grid Az
 DF8000:SPC MN C     -  1480 A                                   099 55 50.5
 DF8000:UTM  14      -  1480 A                                   096 28 50.0
 DF8000
 DF8000|---------------------------------------------------------------------|
 DF8000| PID    Reference Object                     Distance      Geod. Az  |
 DF8000|                                                           dddmmss.s |
 DF8000| RP0424 1480 A                              APPROX. 0.6 KM 0980614.5 |
 DF8000| RP0423 1480 B                              APPROX. 0.7 KM 1025906.3 |
 DF8000|---------------------------------------------------------------------|
 DF8000
 DF8000                          SUPERSEDED SURVEY CONTROL
 DF8000
 DF8000  NAVD 88 (01/24/11)  275.82   (m)          904.9    (f) LEVELING    3  
 DF8000
 DF8000.Superseded values are not recommended for survey control.
 DF8000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8000.See file dsdata.txt to determine how the superseded data were derived.
 DF8000
 DF8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS6962290612(NAD 83)
 DF8000
 DF8000_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF8000_SP_SET: FOOTING
 DF8000_STAMPING: 1480 AB 1994
 DF8000_MARK LOGO: MNDT  
 DF8000_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8000+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DF8000
 DF8000  HISTORY     - Date     Condition        Report By
 DF8000  HISTORY     - 19940808 MONUMENTED       MNDT
 DF8000  HISTORY     - 20000404 GOOD             MNDT
 DF8000  HISTORY     - 20090916 GOOD             MNDT
 DF8000
 DF8000                          STATION DESCRIPTION
 DF8000
 DF8000'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8000'IN MOORHEAD, IN CONC FOOTING OF LIGHT POLE, 0.35 MI (0.56 KM) WEST
 DF8000'ALONG FAI 94 FROM JCT OF TH 75 AND FAI 94 IN MOORHEAD, AT FAI 94 MP
 DF8000'0.1, 87.0 FT (26.5 M) NORTH OF WB FAI 94, ABOUT 600 FT (182.9 M) EAST
 DF8000'OF RED RIVER BRDG, 29.0 FT (8.8 M) NE OF NORTH END OF 18 INCH CULV,
 DF8000'14.1 FT (4.3 M) SOUTH OF SOUND WALL, 4.0 FT (1.2 M) SE OF LIGHT POLE,
 DF8000'0.6 FT (18.3 CM) NW OF SE EDGE OF CONCRETE FOOTING.
 DF8000
 DF8000                          STATION RECOVERY (2000)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8000'RECOVERED AS DESCRIBED.  NOTE--NOT LEVELED TO.
 DF8000
 DF8000                          STATION RECOVERY (2009)
 DF8000
 DF8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF8000'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8000'THE MARK IS IN MOORHEAD, IN CONCRETE FOOTING OF LIGHT POLE, 0.35 MILE
 DF8000'WEST ALONG INTERSTATE HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DF8000'INTERSTATE HIGHWAY 94 IN MOORHEAD, AT INTERSTATE HIGHWAY 94 MILEPOINT
 DF8000'0.1, 87.0 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, ABOUT 600
 DF8000'FEET EAST OF RED RIVER BRIDGE, 29.0 FEET NORTHEAST OF NORTH END OF 18
 DF8000'INCH CULVERT, 14.1 FEET SOUTH OF SOUND WALL, 4.0 FEET SOUTHEAST OF
 DF8000'LIGHT POLE, 0.6 FOOT NORTHWEST OF SOUTHEAST EDGE OF CONCRETE FOOTING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8015 ***********************************************************************
 DF8015  DESIGNATION -  1480 AC
 DF8015  PID         -  DF8015
 DF8015  STATE/COUNTY-  MN/CLAY
 DF8015  COUNTRY     -  US
 DF8015  USGS QUAD   -  SABIN (1976)
 DF8015
 DF8015                         *CURRENT SURVEY CONTROL
 DF8015  ______________________________________________________________________
 DF8015* NAD 83(1986) POSITION- 46 50 48.7    (N) 096 44 51.6    (W)   HD_HELD2  
 DF8015* NAVD 88 ORTHO HEIGHT -   280.061  (meters)     918.83  (feet) ADJUSTED  
 DF8015  ______________________________________________________________________
 DF8015  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DF8015  DYNAMIC HEIGHT  -        280.083 (meters)      918.91  (feet) COMP
 DF8015  MODELED GRAVITY -    980,686.9   (mgal)                       NAVD 88
 DF8015
 DF8015  VERT ORDER      -  SECOND    CLASS I
 DF8015
 DF8015.The horizontal coordinates were established by autonomous hand held GPS
 DF8015.observations and have an estimated accuracy of +/- 10 meters.
 DF8015.
 DF8015.The orthometric height was determined by differential leveling and
 DF8015.adjusted in November 2011.
 DF8015
 DF8015.Photographs are available for this station.
 DF8015
 DF8015.The dynamic height is computed by dividing the NAVD 88
 DF8015.geopotential number by the normal gravity value computed on the
 DF8015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8015.degrees latitude (g = 980.6199 gals.).
 DF8015
 DF8015.The modeled gravity was interpolated from observed gravity values.
 DF8015
 DF8015;                    North         East    Units  Estimated Accuracy
 DF8015;SPC MN C     -   308,280.      609,534.      MT  (+/- 10 meters HH2 GPS)
 DF8015
 DF8015                          SUPERSEDED SURVEY CONTROL
 DF8015
 DF8015  NAVD 88 (04/16/04)  280.058  (m)          918.82   (f) SUPERSEDED  2 1
 DF8015
 DF8015.Superseded values are not recommended for survey control.
 DF8015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8015.See file dsdata.txt to determine how the superseded data were derived.
 DF8015
 DF8015_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7172090609(NAD 83)
 DF8015
 DF8015_MARKER: DB = BENCH MARK DISK
 DF8015_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8015_SP_SET: BRIDGE ABUTMENT
 DF8015_STAMPING: 1480 AC 1994
 DF8015_MARK LOGO: MNDT  
 DF8015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8015+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DF8015
 DF8015  HISTORY     - Date     Condition        Report By
 DF8015  HISTORY     - 1994     MONUMENTED       MNDT
 DF8015  HISTORY     - 20000404 GOOD             MNDT
 DF8015  HISTORY     - 20091116 GOOD             MNDT
 DF8015
 DF8015                          STATION DESCRIPTION
 DF8015
 DF8015'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DF8015'IN MOORHEAD, IN RAIL AT SW COR OF FAI 94 BRDG NO 14811 OVER RR, 1.0 MI
 DF8015'(1.6 KM) EAST ALONG EB FAI 94 FROM JCT OF TH 75 AND FAI 94 IN
 DF8015'MOORHEAD, AT FAI 94 MP 1.55, 84.5 FT (25.8 M) SOUTH OF EB FAI 94, 26.9
 DF8015'FT (8.2 M) EAST OF CENTER OF RR TRACKS, 58.6 FT (17.9 M) NNW OF HIGH
 DF8015'TENSION POLE, 0.6 FT (18.3 CM) WEST OF EAST EDGE OF BRDG RAILING
 DF8015'ABUTMENT.
 DF8015
 DF8015                          STATION RECOVERY (2000)
 DF8015
 DF8015'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8015'RECOVERED IN GOOD CONDITION.
 DF8015' 
 DF8015'NOTE-DISK WAS SET IN BRIDGE WHEN BUILT IN 1973 THEN STAMPED IN 1994.
 DF8015
 DF8015                          STATION RECOVERY (2009)
 DF8015
 DF8015'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DF8015'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4274 ***********************************************************************
 DM4274  DESIGNATION -  1480 AD
 DM4274  PID         -  DM4274
 DM4274  STATE/COUNTY-  MN/CLAY
 DM4274  COUNTRY     -  US
 DM4274  USGS QUAD   -  SABIN (1976)
 DM4274
 DM4274                         *CURRENT SURVEY CONTROL
 DM4274  ______________________________________________________________________
 DM4274* NAD 83(1986) POSITION- 46 50 47.     (N) 096 40 17.     (W)   SCALED    
 DM4274* NAVD 88 ORTHO HEIGHT -   278.140  (meters)     912.53  (feet) ADJUSTED  
 DM4274  ______________________________________________________________________
 DM4274  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DM4274  DYNAMIC HEIGHT  -        278.162 (meters)      912.60  (feet) COMP
 DM4274  MODELED GRAVITY -    980,688.0   (mgal)                       NAVD 88
 DM4274
 DM4274  VERT ORDER      -  SECOND    CLASS I
 DM4274
 DM4274.The horizontal coordinates were scaled from a topographic map and have
 DM4274.an estimated accuracy of +/- 6 seconds.
 DM4274.
 DM4274.The orthometric height was determined by differential leveling and
 DM4274.adjusted in April 2011.
 DM4274
 DM4274.The dynamic height is computed by dividing the NAVD 88
 DM4274.geopotential number by the normal gravity value computed on the
 DM4274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4274.degrees latitude (g = 980.6199 gals.).
 DM4274
 DM4274.The modeled gravity was interpolated from observed gravity values.
 DM4274
 DM4274;                    North         East    Units  Estimated Accuracy
 DM4274;SPC MN C     -   308,050.      615,350.      MT  (+/- 180 meters Scaled)
 DM4274
 DM4274                          SUPERSEDED SURVEY CONTROL
 DM4274
 DM4274.No superseded survey control is available for this station.
 DM4274
 DM4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS775907(NAD 83)
 DM4274
 DM4274_MARKER: DD = SURVEY DISK
 DM4274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4274_STAMPING: 1480 AD
 DM4274_MARK LOGO: MNDT  
 DM4274_PROJECTION: RECESSED 5 CENTIMETERS
 DM4274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4274+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DM4274_ROD/PIPE-DEPTH: 13.7 meters
 DM4274
 DM4274  HISTORY     - Date     Condition        Report By
 DM4274  HISTORY     - 2000     MONUMENTED       MNDT
 DM4274
 DM4274                          STATION DESCRIPTION
 DM4274
 DM4274'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DM4274'THE MARK IS 0.9 MI (1.4 KM) WEST ALONG TH 94 FROM JCT OF TH 94 AND TH
 DM4274'336, AT TH 94 MP 5.2, 69 FT (21.0 M) SOUTH OF SCALE EXIT RD, 27.7 FT
 DM4274'(8.4 M) NORTH OF R/W FENCE, 55.1 FT (16.8 M) SOUTH OF LIGHTPOLE, 1.7
 DM4274'FT (0.5 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1824 ***********************************************************************
 DM1824  DESIGNATION -  1480 AD RESET
 DM1824  PID         -  DM1824
 DM1824  STATE/COUNTY-  MN/CLAY
 DM1824  COUNTRY     -  US
 DM1824  USGS QUAD   -  SABIN (1976)
 DM1824
 DM1824                         *CURRENT SURVEY CONTROL
 DM1824  ______________________________________________________________________
 DM1824* NAD 83(2007) POSITION- 46 50 47.55794(N) 096 40 20.16847(W)   ADJUSTED  
 DM1824* NAD 83(2007) ELLIP HT-   251.606 (meters)        (01/24/11)   ADJUSTED
 DM1824* NAD 83(2007) EPOCH   -  2002.00
 DM1824* NAVD 88 ORTHO HEIGHT -   278.190  (meters)     912.70  (feet) ADJUSTED  
 DM1824  ______________________________________________________________________
 DM1824  NAD 83(2007) X  -   -507,787.715 (meters)                     COMP
 DM1824  NAD 83(2007) Y  - -4,340,720.639 (meters)                     COMP
 DM1824  NAD 83(2007) Z  -  4,630,297.016 (meters)                     COMP
 DM1824  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC09
 DM1824  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DM1824  DYNAMIC HEIGHT  -        278.213 (meters)      912.77  (feet) COMP
 DM1824  MODELED GRAVITY -    980,688.0   (mgal)                       NAVD 88
 DM1824
 DM1824  HORZ ORDER      -  FIRST
 DM1824  VERT ORDER      -  SECOND    CLASS I
 DM1824  ELLP ORDER      -  FIRST     CLASS II
 DM1824
 DM1824.The horizontal coordinates were established by GPS observations
 DM1824.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM1824
 DM1824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1824.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1824
 DM1824.The horizontal coordinates are valid at the epoch date displayed above
 DM1824.which is a decimal equivalence of Year/Month/Day.
 DM1824
 DM1824.The orthometric height was determined by differential leveling and
 DM1824.adjusted in November 2011.
 DM1824
 DM1824.No vertical observational check was made to the station.
 DM1824
 DM1824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1824
 DM1824.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1824
 DM1824.The ellipsoidal height was determined by GPS observations
 DM1824.and is referenced to NAD 83.
 DM1824
 DM1824.The dynamic height is computed by dividing the NAVD 88
 DM1824.geopotential number by the normal gravity value computed on the
 DM1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1824.degrees latitude (g = 980.6199 gals.).
 DM1824
 DM1824.The modeled gravity was interpolated from observed gravity values.
 DM1824
 DM1824. The following values were computed from the NAD 83(2007) position.
 DM1824
 DM1824;                    North         East     Units Scale Factor Converg.
 DM1824;SPC MN C     -   308,065.856   615,280.941   MT  0.99996189   -1 45 08.1
 DM1824;SPC MN C     - 1,010,712.73  2,018,634.22   sFT  0.99996189   -1 45 08.1
 DM1824;UTM  14      - 5,190,741.956   677,470.049   MT  0.99998712   +1 41 54.9
 DM1824
 DM1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1824!SPC MN C     -   0.99996056  x   0.99996189  =   0.99992245
 DM1824!UTM  14      -   0.99996056  x   0.99998712  =   0.99994768
 DM1824
 DM1824:                Primary Azimuth Mark                     Grid Az
 DM1824:SPC MN C     -  JKJ C                                    183 22 27.4
 DM1824:UTM  14      -  JKJ C                                    179 55 24.4
 DM1824
 DM1824|---------------------------------------------------------------------|
 DM1824| PID    Reference Object                     Distance      Geod. Az  |
 DM1824|                                                           dddmmss.s |
 DM1824| DI3209 JKJ C                               431.067 METERS 1813719.3 |
 DM1824|---------------------------------------------------------------------|
 DM1824
 DM1824                          SUPERSEDED SURVEY CONTROL
 DM1824
 DM1824  NAVD 88 (01/24/11)  278.19   (m)          912.7    (f) LEVELING    3  
 DM1824
 DM1824.Superseded values are not recommended for survey control.
 DM1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1824.See file dsdata.txt to determine how the superseded data were derived.
 DM1824
 DM1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7747090741(NAD 83)
 DM1824
 DM1824_MARKER: DD = SURVEY DISK
 DM1824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1824_STAMPING: 1480 AD RESET 2008
 DM1824_MARK LOGO: MNDT  
 DM1824_PROJECTION: RECESSED 5 CENTIMETERS
 DM1824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1824+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DM1824_ROD/PIPE-DEPTH: 13.7 meters
 DM1824
 DM1824  HISTORY     - Date     Condition        Report By
 DM1824  HISTORY     - 20080414 MONUMENTED       MNDT
 DM1824  HISTORY     - 20091001 GOOD             MNDT
 DM1824
 DM1824                          STATION DESCRIPTION
 DM1824
 DM1824'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM1824'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1824'THE MARK IS 4.0 MILES EAST OF MOORHEAD, 0.9 MILE WEST ALONG INTERSTATE
 DM1824'HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 DM1824'HIGHWAY 336 (3.0 MILES EAST OF MOOORHEAD), AT INTERSTATE HIGHWAY
 DM1824'MILEPOINT 5.20, 69.0 FEET SOUTH OF SCALE ROAD EXIT ROAD, 27.7 FEET
 DM1824'NORTH OF RIGHT-OF-WAY FENCE, 55.1 FEEET SOUTH OF LIGHT POLE, 1.7 FEET
 DM1824'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7603 ***********************************************************************
 DM7603  DESIGNATION -  1480 AE RESET
 DM7603  PID         -  DM7603
 DM7603  STATE/COUNTY-  MN/CLAY
 DM7603  COUNTRY     -  US
 DM7603  USGS QUAD   -  SABIN (1976)
 DM7603
 DM7603                         *CURRENT SURVEY CONTROL
 DM7603  ______________________________________________________________________
 DM7603* NAD 83(1986) POSITION- 46 50 48.83   (N) 096 44 29.06   (W)   HD_HELD1  
 DM7603* NAVD 88 ORTHO HEIGHT -   277.956  (meters)     911.93  (feet) ADJUSTED  
 DM7603  ______________________________________________________________________
 DM7603  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 DM7603  DYNAMIC HEIGHT  -        277.978 (meters)      912.00  (feet) COMP
 DM7603  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DM7603
 DM7603  VERT ORDER      -  SECOND    CLASS I
 DM7603
 DM7603.The horizontal coordinates were established by differentially corrected
 DM7603.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM7603.
 DM7603.The orthometric height was determined by differential leveling and
 DM7603.adjusted in November 2011.
 DM7603
 DM7603.The dynamic height is computed by dividing the NAVD 88
 DM7603.geopotential number by the normal gravity value computed on the
 DM7603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7603.degrees latitude (g = 980.6199 gals.).
 DM7603
 DM7603.The modeled gravity was interpolated from observed gravity values.
 DM7603
 DM7603;                    North         East    Units  Estimated Accuracy
 DM7603;SPC MN C     -   308,268.7     610,011.6     MT  (+/- 3 meters HH1 GPS) 
 DM7603
 DM7603                          SUPERSEDED SURVEY CONTROL
 DM7603
 DM7603.No superseded survey control is available for this station.
 DM7603
 DM7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7219890627(NAD 83)
 DM7603
 DM7603_MARKER: I = METAL ROD
 DM7603_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7603_STAMPING: 1480 AE RESET 2009
 DM7603_MARK LOGO: MNDT  
 DM7603_PROJECTION: RECESSED 5 CENTIMETERS
 DM7603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM7603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7603+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 DM7603_ROD/PIPE-DEPTH:  3.4 meters
 DM7603
 DM7603  HISTORY     - Date     Condition        Report By
 DM7603  HISTORY     - 20090922 MONUMENTED       MNDT
 DM7603
 DM7603                          STATION DESCRIPTION
 DM7603
 DM7603'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM7603'THE MARK IS IN MOORHEAD.
 DM7603' 
 DM7603'4.2 MILES WEST ALONG TRUNK HIGHWAY 94 FROM THE JUNCTION OF TRUNK
 DM7603'HIGHWAY 94 AND TRUNK HIGHWAY 336 IN MOORHEAD, AT TRUNK HIGHWAY 94 MILE
 DM7603'POINT 1.85.
 DM7603' 
 DM7603'IT IS 75 FT (22.9 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 94, 20 FT (6.1
 DM7603'M) SOUTHWEST OF EAST END OF CORRUGATED METAL PIPE, 28.5 FT (8.7 M)
 DM7603'NORTHWEST OF WATER MAIN VALVE, 36.7 FT (11.2 M) SOUTHEAST OF SOUTHEAST
 DM7603'BRACE POST OF SIGN, 20.7 FT (6.3 M) NORTHEAST OF A WITNESS POST.
 DM7603' 
 DM7603'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7603'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7603'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7603'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4275 ***********************************************************************
 DM4275  DESIGNATION -  1480 AF
 DM4275  PID         -  DM4275
 DM4275  STATE/COUNTY-  MN/CLAY
 DM4275  COUNTRY     -  US
 DM4275  USGS QUAD   -  SABIN (1976)
 DM4275
 DM4275                         *CURRENT SURVEY CONTROL
 DM4275  ______________________________________________________________________
 DM4275* NAD 83(1986) POSITION- 46 50 51.0    (N) 096 43 28.0    (W)   HD_HELD2  
 DM4275* NAVD 88 ORTHO HEIGHT -   278.459  (meters)     913.58  (feet) ADJUSTED  
 DM4275  ______________________________________________________________________
 DM4275  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DM4275  DYNAMIC HEIGHT  -        278.482 (meters)      913.65  (feet) COMP
 DM4275  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 DM4275
 DM4275  VERT ORDER      -  SECOND    CLASS I
 DM4275
 DM4275.The horizontal coordinates were established by autonomous hand held GPS
 DM4275.observations and have an estimated accuracy of +/- 10 meters.
 DM4275.
 DM4275.The orthometric height was determined by differential leveling and
 DM4275.adjusted in November 2011.
 DM4275
 DM4275.The dynamic height is computed by dividing the NAVD 88
 DM4275.geopotential number by the normal gravity value computed on the
 DM4275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4275.degrees latitude (g = 980.6199 gals.).
 DM4275
 DM4275.The modeled gravity was interpolated from observed gravity values.
 DM4275
 DM4275;                    North         East    Units  Estimated Accuracy
 DM4275;SPC MN C     -   308,295.      611,307.      MT  (+/- 10 meters HH2 GPS)
 DM4275
 DM4275                          SUPERSEDED SURVEY CONTROL
 DM4275
 DM4275  NAVD 88 (04/18/11)  278.449  (m)          913.54   (f) SUPERSEDED  2 1
 DM4275
 DM4275.Superseded values are not recommended for survey control.
 DM4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4275.See file dsdata.txt to determine how the superseded data were derived.
 DM4275
 DM4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7348990731(NAD 83)
 DM4275
 DM4275_MARKER: DV = VERTICAL CONTROL DISK
 DM4275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4275_SP_SET: BRIDGE ABUTMENT
 DM4275_STAMPING: 1480 AF 2000
 DM4275_MARK LOGO: MNDT  
 DM4275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4275+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM4275
 DM4275  HISTORY     - Date     Condition        Report By
 DM4275  HISTORY     - 1992     MONUMENTED       MNDT
 DM4275  HISTORY     - 20000404 GOOD             MNDT
 DM4275  HISTORY     - 20090916 GOOD             MNDT
 DM4275
 DM4275                          STATION DESCRIPTION
 DM4275
 DM4275'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DM4275'THE MARK IS IN ABUTMENT AT SE CORNER OF CO ROAD 52 BRIDGE NO 9478 OVER
 DM4275'TRUNK HIGHWAY 94, AT FAI 94 MILEPOST 2.8.
 DM4275' 
 DM4275'NOTE-DISK WAS SET IN BRIDGE WHEN REMODELED IN 1992 THEN STAMPED IN
 DM4275'2000.
 DM4275
 DM4275                          STATION RECOVERY (2009)
 DM4275
 DM4275'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM4275'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7704 ***********************************************************************
 DK7704  DESIGNATION -  1480 AG
 DK7704  PID         -  DK7704
 DK7704  STATE/COUNTY-  MN/CLAY
 DK7704  COUNTRY     -  US
 DK7704  USGS QUAD   -  BIG SLOUGH (1981)
 DK7704
 DK7704                         *CURRENT SURVEY CONTROL
 DK7704  ______________________________________________________________________
 DK7704* NAD 83(1986) POSITION- 46 38 00.2    (N) 096 22 00.4    (W)   HD_HELD2  
 DK7704* NAVD 88 ORTHO HEIGHT -   334.993  (meters)    1099.06  (feet) ADJUSTED  
 DK7704  ______________________________________________________________________
 DK7704  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DK7704  DYNAMIC HEIGHT  -        335.017 (meters)     1099.13  (feet) COMP
 DK7704  MODELED GRAVITY -    980,674.2   (mgal)                       NAVD 88
 DK7704
 DK7704  VERT ORDER      -  SECOND    CLASS I
 DK7704
 DK7704.The horizontal coordinates were established by autonomous hand held GPS
 DK7704.observations and have an estimated accuracy of +/- 10 meters.
 DK7704.
 DK7704.The orthometric height was determined by differential leveling and
 DK7704.adjusted in April 2009.
 DK7704
 DK7704.The dynamic height is computed by dividing the NAVD 88
 DK7704.geopotential number by the normal gravity value computed on the
 DK7704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7704.degrees latitude (g = 980.6199 gals.).
 DK7704
 DK7704.The modeled gravity was interpolated from observed gravity values.
 DK7704
 DK7704;                    North         East    Units  Estimated Accuracy
 DK7704;SPC MN C     -   283,712.      637,938.      MT  (+/- 10 meters HH2 GPS)
 DK7704
 DK7704                          SUPERSEDED SURVEY CONTROL
 DK7704
 DK7704.No superseded survey control is available for this station.
 DK7704
 DK7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQS0155367793(NAD 83)
 DK7704
 DK7704_MARKER: DD = SURVEY DISK
 DK7704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7704_STAMPING: 1480 AG 2005
 DK7704_MARK LOGO: MNDT  
 DK7704_PROJECTION: FLUSH
 DK7704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7704+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DK7704_ROD/PIPE-DEPTH:  5.2 meters
 DK7704
 DK7704  HISTORY     - Date     Condition        Report By
 DK7704  HISTORY     - 20050601 MONUMENTED       MNDT
 DK7704
 DK7704                          STATION DESCRIPTION
 DK7704
 DK7704'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7704'THE MARK IS 2.5 MI (4.0 KM) SOUTHEAST OF BARNESVILLE, 2.2 MI (3.5 KM)
 DK7704'(3.5 KM) SOUTHEAST ALONG INTERSTATE 94 FROM THE JUNCTION OF TRUNK
 DK7704'HIGHWAY 34 AND INTERSTATE 94 IN BARNESVILLE, AT INTERSTATE 94 MILE
 DK7704'POINT 26.75, 96.7 FT (29.5 M) NORTHEAST OF INTERSTATE 94 WESTBOUND
 DK7704'LANE, 2.2 FT (0.7 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.3 FT (0.4 M)
 DK7704'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4541 ***********************************************************************
 DM4541  DESIGNATION -  1480 AJ
 DM4541  PID         -  DM4541
 DM4541  STATE/COUNTY-  MN/CLAY
 DM4541  COUNTRY     -  US
 DM4541  USGS QUAD   -  SABIN (1976)
 DM4541
 DM4541                         *CURRENT SURVEY CONTROL
 DM4541  ______________________________________________________________________
 DM4541* NAD 83(1986) POSITION- 46 50 44.8    (N) 096 39 06.6    (W)   HD_HELD2  
 DM4541* NAVD 88 ORTHO HEIGHT -   288.355  (meters)     946.04  (feet) ADJUSTED  
 DM4541  ______________________________________________________________________
 DM4541  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DM4541  DYNAMIC HEIGHT  -        288.378 (meters)      946.12  (feet) COMP
 DM4541  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 DM4541
 DM4541  VERT ORDER      -  SECOND    CLASS I
 DM4541
 DM4541.The horizontal coordinates were established by autonomous hand held GPS
 DM4541.observations and have an estimated accuracy of +/- 10 meters.
 DM4541.
 DM4541.The orthometric height was determined by differential leveling and
 DM4541.adjusted in November 2011.
 DM4541
 DM4541.No vertical observational check was made to the station.
 DM4541
 DM4541.The dynamic height is computed by dividing the NAVD 88
 DM4541.geopotential number by the normal gravity value computed on the
 DM4541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4541.degrees latitude (g = 980.6199 gals.).
 DM4541
 DM4541.The modeled gravity was interpolated from observed gravity values.
 DM4541
 DM4541;                    North         East    Units  Estimated Accuracy
 DM4541;SPC MN C     -   307,933.      616,836.      MT  (+/- 10 meters HH2 GPS)
 DM4541
 DM4541                          SUPERSEDED SURVEY CONTROL
 DM4541
 DM4541  NAVD 88 (04/18/11)  288.318  (m)          945.92   (f) SUPERSEDED  2 1
 DM4541
 DM4541.Superseded values are not recommended for survey control.
 DM4541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4541.See file dsdata.txt to determine how the superseded data were derived.
 DM4541
 DM4541_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7903090703(NAD 83)
 DM4541
 DM4541_MARKER: DD = SURVEY DISK
 DM4541_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4541_SP_SET: BRIDGE RAILING
 DM4541_STAMPING: 1480 AJ 2008
 DM4541_MARK LOGO: MNDT  
 DM4541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4541+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2009
 DM4541
 DM4541  HISTORY     - Date     Condition        Report By
 DM4541  HISTORY     - 2002     MONUMENTED       MNDT
 DM4541  HISTORY     - 20080424 GOOD             MNDT
 DM4541  HISTORY     - 20091123 GOOD             MNDT
 DM4541
 DM4541                          STATION DESCRIPTION
 DM4541
 DM4541'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4541'THE MARK IS 3.20 MI (5.1 KM) EAST OF MOORHEAD, IN RAIL IN SOUTHEAST
 DM4541'CORNER OF TRUNK HIGHWAY 336 BRIDGE NUMBER 14815 OVER INTERSTATE
 DM4541'HIGHWAY 94.
 DM4541' 
 DM4541'IT IS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336,
 DM4541'AT TRUNK HIGHWAY 94 MILE POINT 6.1, 25.0 FT (7.6 M) EAST OF NORTH
 DM4541'BOUND 336 (COUNTY ROAD 11), 23.5 FT (7.2 M) NORTH OF SOUTH END OF
 DM4541'RAIL.
 DM4541' 
 DM4541'NOTE-DISK SET IN BRIDGE RAIL WHEN BUILT IN 2002 THEN STAMPED WHEN USED
 DM4541'IN 2008.
 DM4541
 DM4541                          STATION RECOVERY (2009)
 DM4541
 DM4541'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (TWH)
 DM4541'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4542 ***********************************************************************
 DM4542  DESIGNATION -  1480 AK
 DM4542  PID         -  DM4542
 DM4542  STATE/COUNTY-  MN/CLAY
 DM4542  COUNTRY     -  US
 DM4542  USGS QUAD   -  SABIN (1976)
 DM4542
 DM4542                         *CURRENT SURVEY CONTROL
 DM4542  ______________________________________________________________________
 DM4542* NAD 83(1986) POSITION- 46 50 32.     (N) 096 37 56.     (W)   SCALED    
 DM4542* NAVD 88 ORTHO HEIGHT -   280.787  (meters)     921.22  (feet) ADJUSTED  
 DM4542  ______________________________________________________________________
 DM4542  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DM4542  DYNAMIC HEIGHT  -        280.809 (meters)      921.29  (feet) COMP
 DM4542  MODELED GRAVITY -    980,685.3   (mgal)                       NAVD 88
 DM4542
 DM4542  VERT ORDER      -  SECOND    CLASS I
 DM4542
 DM4542.The horizontal coordinates were scaled from a topographic map and have
 DM4542.an estimated accuracy of +/- 6 seconds.
 DM4542.
 DM4542.The orthometric height was determined by differential leveling and
 DM4542.adjusted in April 2011.
 DM4542
 DM4542.The dynamic height is computed by dividing the NAVD 88
 DM4542.geopotential number by the normal gravity value computed on the
 DM4542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4542.degrees latitude (g = 980.6199 gals.).
 DM4542
 DM4542.The modeled gravity was interpolated from observed gravity values.
 DM4542
 DM4542;                    North         East    Units  Estimated Accuracy
 DM4542;SPC MN C     -   307,490.      618,320.      MT  (+/- 180 meters Scaled)
 DM4542
 DM4542                          SUPERSEDED SURVEY CONTROL
 DM4542
 DM4542.No superseded survey control is available for this station.
 DM4542
 DM4542_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS805903(NAD 83)
 DM4542
 DM4542_MARKER: I = METAL ROD
 DM4542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4542_STAMPING: 1480 AK 2008
 DM4542_MARK LOGO: MNDT  
 DM4542_PROJECTION: RECESSED 3 CENTIMETERS
 DM4542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4542+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4542_ROD/PIPE-DEPTH: 12.2 meters
 DM4542
 DM4542  HISTORY     - Date     Condition        Report By
 DM4542  HISTORY     - 2008     MONUMENTED       MNDT
 DM4542
 DM4542                          STATION DESCRIPTION
 DM4542
 DM4542'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4542'THE MARK IS 4.2 MI (6.8 KM) EAST AND SOUTHEAST OF MOORHEAD, 1.0 MI
 DM4542'(1.6 KM) EAST AND SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE
 DM4542'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336, AT TRUNK
 DM4542'HIGHWAY 94 MILE POINT 7.1.
 DM4542' 
 DM4542'IT IS 95.0 FT (29.0 M) SOUTHWEST OF EAST BOUND INTERSTATE HIGHWAY 94,
 DM4542'3.0 FT (0.9 M) NORTHEAST OF RIGHT OF WAY FENCE, 2.5 FT (0.8 M)
 DM4542'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4543 ***********************************************************************
 DM4543  DESIGNATION -  1480 AL
 DM4543  PID         -  DM4543
 DM4543  STATE/COUNTY-  MN/CLAY
 DM4543  COUNTRY     -  US
 DM4543  USGS QUAD   -  GLYNDON SOUTH (1964)
 DM4543
 DM4543                         *CURRENT SURVEY CONTROL
 DM4543  ______________________________________________________________________
 DM4543* NAD 83(1986) POSITION- 46 49 21.     (N) 096 36 27.     (W)   SCALED    
 DM4543* NAVD 88 ORTHO HEIGHT -   280.480  (meters)     920.21  (feet) ADJUSTED  
 DM4543  ______________________________________________________________________
 DM4543  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM4543  DYNAMIC HEIGHT  -        280.501 (meters)      920.28  (feet) COMP
 DM4543  MODELED GRAVITY -    980,680.6   (mgal)                       NAVD 88
 DM4543
 DM4543  VERT ORDER      -  SECOND    CLASS I
 DM4543
 DM4543.The horizontal coordinates were scaled from a topographic map and have
 DM4543.an estimated accuracy of +/- 6 seconds.
 DM4543.
 DM4543.The orthometric height was determined by differential leveling and
 DM4543.adjusted in April 2011.
 DM4543
 DM4543.The dynamic height is computed by dividing the NAVD 88
 DM4543.geopotential number by the normal gravity value computed on the
 DM4543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4543.degrees latitude (g = 980.6199 gals.).
 DM4543
 DM4543.The modeled gravity was interpolated from observed gravity values.
 DM4543
 DM4543;                    North         East    Units  Estimated Accuracy
 DM4543;SPC MN C     -   305,250.      620,140.      MT  (+/- 180 meters Scaled)
 DM4543
 DM4543                          SUPERSEDED SURVEY CONTROL
 DM4543
 DM4543.No superseded survey control is available for this station.
 DM4543
 DM4543_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS824882(NAD 83)
 DM4543
 DM4543_MARKER: DD = SURVEY DISK
 DM4543_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4543_STAMPING: 1480 AL 2008
 DM4543_MARK LOGO: MNDT  
 DM4543_PROJECTION: FLUSH
 DM4543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4543+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4543_ROD/PIPE-DEPTH: 19.8 meters
 DM4543
 DM4543  HISTORY     - Date     Condition        Report By
 DM4543  HISTORY     - 2008     MONUMENTED       MNDT
 DM4543
 DM4543                          STATION DESCRIPTION
 DM4543
 DM4543'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4543'THE MARK IS 5.6 MI (9.0 KM) EAST AND SOUTHEAST OF MOORHEAD, 2.8 MI
 DM4543'(4.5 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM4543'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336, AT TRUNK HIGHWAY 94 MILE
 DM4543'POINT 8.9.
 DM4543' 
 DM4543'IT IS 89.2 FT (27.2 M) WEST OF EAST BOUND INTERSTATE HIGHWAY 94, 5.0
 DM4543'FT (1.5 M) NORTHEAST OF RIGHT WAY FENCE, 7.6 FT (2.3 M) NORTHEAST OF A
 DM4543'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4544 ***********************************************************************
 DM4544  DESIGNATION -  1480 AM
 DM4544  PID         -  DM4544
 DM4544  STATE/COUNTY-  MN/CLAY
 DM4544  COUNTRY     -  US
 DM4544  USGS QUAD   -  GLYNDON SOUTH (1964)
 DM4544
 DM4544                         *CURRENT SURVEY CONTROL
 DM4544  ______________________________________________________________________
 DM4544* NAD 83(1986) POSITION- 46 48 46.     (N) 096 35 43.     (W)   SCALED    
 DM4544* NAVD 88 ORTHO HEIGHT -   281.554  (meters)     923.73  (feet) ADJUSTED  
 DM4544  ______________________________________________________________________
 DM4544  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM4544  DYNAMIC HEIGHT  -        281.574 (meters)      923.80  (feet) COMP
 DM4544  MODELED GRAVITY -    980,678.4   (mgal)                       NAVD 88
 DM4544
 DM4544  VERT ORDER      -  SECOND    CLASS I
 DM4544
 DM4544.The horizontal coordinates were scaled from a topographic map and have
 DM4544.an estimated accuracy of +/- 6 seconds.
 DM4544.
 DM4544.The orthometric height was determined by differential leveling and
 DM4544.adjusted in April 2011.
 DM4544
 DM4544.The dynamic height is computed by dividing the NAVD 88
 DM4544.geopotential number by the normal gravity value computed on the
 DM4544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4544.degrees latitude (g = 980.6199 gals.).
 DM4544
 DM4544.The modeled gravity was interpolated from observed gravity values.
 DM4544
 DM4544;                    North         East    Units  Estimated Accuracy
 DM4544;SPC MN C     -   304,140.      621,040.      MT  (+/- 180 meters Scaled)
 DM4544
 DM4544                          SUPERSEDED SURVEY CONTROL
 DM4544
 DM4544.No superseded survey control is available for this station.
 DM4544
 DM4544_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS834871(NAD 83)
 DM4544
 DM4544_MARKER: DD = SURVEY DISK
 DM4544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4544_STAMPING: 1480 AM 2008
 DM4544_MARK LOGO: MNDT  
 DM4544_PROJECTION: FLUSH
 DM4544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4544+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4544_ROD/PIPE-DEPTH: 19.8 meters
 DM4544
 DM4544  HISTORY     - Date     Condition        Report By
 DM4544  HISTORY     - 2008     MONUMENTED       MNDT
 DM4544
 DM4544                          STATION DESCRIPTION
 DM4544
 DM4544'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4544'THE MARK IS 5.5 MI (8.8 KM) SOUTHEAST OF MOORHEAD, 3.7 MI (6.0 KM)
 DM4544'EAST AND SOUTHEAST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM4544'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 336, AT TRUNK HIGHWAY 94 MILE
 DM4544'POINT 9.8.
 DM4544' 
 DM4544'IT IS 51.0 FT (15.5 M) SOUTHWEST O F EAST-BOUND INTERSTATE HIGHWAY 94,
 DM4544'48.0 FT (14.6 M) NORTHEAST OF RIGHT OF WAY FENCE, 6.8 FT (2.1 M)
 DM4544'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4545 ***********************************************************************
 DM4545  DESIGNATION -  1480 AN
 DM4545  PID         -  DM4545
 DM4545  STATE/COUNTY-  MN/CLAY
 DM4545  COUNTRY     -  US
 DM4545  USGS QUAD   -  GLYNDON SOUTH (1964)
 DM4545
 DM4545                         *CURRENT SURVEY CONTROL
 DM4545  ______________________________________________________________________
 DM4545* NAD 83(1986) POSITION- 46 47 43.     (N) 096 34 25.     (W)   SCALED    
 DM4545* NAVD 88 ORTHO HEIGHT -   282.911  (meters)     928.18  (feet) ADJUSTED  
 DM4545  ______________________________________________________________________
 DM4545  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DM4545  DYNAMIC HEIGHT  -        282.930 (meters)      928.25  (feet) COMP
 DM4545  MODELED GRAVITY -    980,675.4   (mgal)                       NAVD 88
 DM4545
 DM4545  VERT ORDER      -  SECOND    CLASS I
 DM4545
 DM4545.The horizontal coordinates were scaled from a topographic map and have
 DM4545.an estimated accuracy of +/- 6 seconds.
 DM4545.
 DM4545.The orthometric height was determined by differential leveling and
 DM4545.adjusted in April 2011.
 DM4545
 DM4545.The dynamic height is computed by dividing the NAVD 88
 DM4545.geopotential number by the normal gravity value computed on the
 DM4545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4545.degrees latitude (g = 980.6199 gals.).
 DM4545
 DM4545.The modeled gravity was interpolated from observed gravity values.
 DM4545
 DM4545;                    North         East    Units  Estimated Accuracy
 DM4545;SPC MN C     -   302,140.      622,640.      MT  (+/- 180 meters Scaled)
 DM4545
 DM4545                          SUPERSEDED SURVEY CONTROL
 DM4545
 DM4545.No superseded survey control is available for this station.
 DM4545
 DM4545_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS851852(NAD 83)
 DM4545
 DM4545_MARKER: DD = SURVEY DISK
 DM4545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4545_STAMPING: 1480 AN 2008
 DM4545_MARK LOGO: MNDT  
 DM4545_PROJECTION: FLUSH
 DM4545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4545+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4545_ROD/PIPE-DEPTH: 24.4 meters
 DM4545
 DM4545  HISTORY     - Date     Condition        Report By
 DM4545  HISTORY     - 2008     MONUMENTED       MNDT
 DM4545
 DM4545                          STATION DESCRIPTION
 DM4545
 DM4545'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4545'THE MARK IS 4.8 MI (7.7 KM) NORTHWEST OF DOWNER, 3.90 MI (6.3 KM)
 DM4545'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM4545'HIGHWAY 94 AND COUNTY ROAD 10 WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE
 DM4545'POINT 11.4.
 DM4545' 
 DM4545'IT IS 88.8 FT (27.1 M) SOUTHWEST OF EAST-BOUND INTERSTATE HIGHWAY 94,
 DM4545'8.8 FT (2.7 M) NORTHEAST OF RIGHT OF WAY FENCE, 7.4 FT (2.3 M)
 DM4545'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4546 ***********************************************************************
 DM4546  DESIGNATION -  1480 AP
 DM4546  PID         -  DM4546
 DM4546  STATE/COUNTY-  MN/CLAY
 DM4546  COUNTRY     -  US
 DM4546  USGS QUAD   -  GLYNDON SOUTH (1964)
 DM4546
 DM4546                         *CURRENT SURVEY CONTROL
 DM4546  ______________________________________________________________________
 DM4546* NAD 83(1986) POSITION- 46 47 00.     (N) 096 33 20.     (W)   SCALED    
 DM4546* NAVD 88 ORTHO HEIGHT -   283.642  (meters)     930.58  (feet) ADJUSTED  
 DM4546  ______________________________________________________________________
 DM4546  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM4546  DYNAMIC HEIGHT  -        283.662 (meters)      930.65  (feet) COMP
 DM4546  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 DM4546
 DM4546  VERT ORDER      -  SECOND    CLASS I
 DM4546
 DM4546.The horizontal coordinates were scaled from a topographic map and have
 DM4546.an estimated accuracy of +/- 6 seconds.
 DM4546.
 DM4546.The orthometric height was determined by differential leveling and
 DM4546.adjusted in April 2011.
 DM4546
 DM4546.The dynamic height is computed by dividing the NAVD 88
 DM4546.geopotential number by the normal gravity value computed on the
 DM4546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4546.degrees latitude (g = 980.6199 gals.).
 DM4546
 DM4546.The modeled gravity was interpolated from observed gravity values.
 DM4546
 DM4546;                    North         East    Units  Estimated Accuracy
 DM4546;SPC MN C     -   300,780.      623,970.      MT  (+/- 180 meters Scaled)
 DM4546
 DM4546                          SUPERSEDED SURVEY CONTROL
 DM4546
 DM4546.No superseded survey control is available for this station.
 DM4546
 DM4546_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS865839(NAD 83)
 DM4546
 DM4546_MARKER: DD = SURVEY DISK
 DM4546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4546_STAMPING: 1480 AP 2008
 DM4546_MARK LOGO: MNDT  
 DM4546_PROJECTION: RECESSED 5 CENTIMETERS
 DM4546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4546+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4546_ROD/PIPE-DEPTH: 12.2 meters
 DM4546
 DM4546  HISTORY     - Date     Condition        Report By
 DM4546  HISTORY     - 2008     MONUMENTED       MNDT
 DM4546
 DM4546                          STATION DESCRIPTION
 DM4546
 DM4546'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4546'THE MARK IS 3.5 MI (5.6 KM) NORTHWEST OF DOWNER, 2.75 MI (4.4 KM)
 DM4546'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM4546'HIGHWAY 94 AND COUNTY ROAD 10 WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE
 DM4546'POINT 12.45.
 DM4546' 
 DM4546'IT IS 47.0 FT (14.3 M) SOUTHWEST OF EAST-BOUND INTERSTATE HIGHWAY 94,
 DM4546'51.0 FT (15.5 M) NORTHEAST OF RIGHT OF WAY FENCE, 4.1 FT (1.2 M)
 DM4546'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4547 ***********************************************************************
 DM4547  DESIGNATION -  1480 AQ
 DM4547  PID         -  DM4547
 DM4547  STATE/COUNTY-  MN/CLAY
 DM4547  COUNTRY     -  US
 DM4547  USGS QUAD   -  GLYNDON SOUTH (1964)
 DM4547
 DM4547                         *CURRENT SURVEY CONTROL
 DM4547  ______________________________________________________________________
 DM4547* NAD 83(1986) POSITION- 46 46 33.     (N) 096 32 34.     (W)   SCALED    
 DM4547* NAVD 88 ORTHO HEIGHT -   285.012  (meters)     935.08  (feet) ADJUSTED  
 DM4547  ______________________________________________________________________
 DM4547  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM4547  DYNAMIC HEIGHT  -        285.031 (meters)      935.14  (feet) COMP
 DM4547  MODELED GRAVITY -    980,674.4   (mgal)                       NAVD 88
 DM4547
 DM4547  VERT ORDER      -  SECOND    CLASS I
 DM4547
 DM4547.The horizontal coordinates were scaled from a topographic map and have
 DM4547.an estimated accuracy of +/- 6 seconds.
 DM4547.
 DM4547.The orthometric height was determined by differential leveling and
 DM4547.adjusted in April 2011.
 DM4547
 DM4547.The dynamic height is computed by dividing the NAVD 88
 DM4547.geopotential number by the normal gravity value computed on the
 DM4547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4547.degrees latitude (g = 980.6199 gals.).
 DM4547
 DM4547.The modeled gravity was interpolated from observed gravity values.
 DM4547
 DM4547;                    North         East    Units  Estimated Accuracy
 DM4547;SPC MN C     -   299,920.      624,930.      MT  (+/- 180 meters Scaled)
 DM4547
 DM4547                          SUPERSEDED SURVEY CONTROL
 DM4547
 DM4547.No superseded survey control is available for this station.
 DM4547
 DM4547_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS875831(NAD 83)
 DM4547
 DM4547_MARKER: DD = SURVEY DISK
 DM4547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4547_STAMPING: 1480 AQ 2008
 DM4547_MARK LOGO: MNDT  
 DM4547_PROJECTION: RECESSED 3 CENTIMETERS
 DM4547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4547+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4547_ROD/PIPE-DEPTH: 19.2 meters
 DM4547
 DM4547  HISTORY     - Date     Condition        Report By
 DM4547  HISTORY     - 2008     MONUMENTED       MNDT
 DM4547
 DM4547                          STATION DESCRIPTION
 DM4547
 DM4547'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4547'THE MARK IS 2.5 MI (4.0 KM) NORTHWEST OF DOWNER, 1.95 MI (3.1 KM)
 DM4547'NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF INTERSTATE
 DM4547'HIGHWAY 94 AND COUNTY ROAD 10 WEST OF DOWNER, AT TRUNK HIGHWAY 94 MILE
 DM4547'POINT 13.45.    IT IS 91.5 FT (27.9 M) WEST OF EAST-BOUND INTERSTATE
 DM4547'HIGHWAY 94, 6.5 FT (2.0 M) NORTHEAST OF RIGHT OF WAY FENCE, 5.6 FT
 DM4547'(1.7 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7862 ***********************************************************************
 DM7862  DESIGNATION -  1480 AR
 DM7862  PID         -  DM7862
 DM7862  STATE/COUNTY-  MN/CLAY
 DM7862  COUNTRY     -  US
 DM7862  USGS QUAD   -  BARNESVILLE (1981)
 DM7862
 DM7862                         *CURRENT SURVEY CONTROL
 DM7862  ______________________________________________________________________
 DM7862* NAD 83(1986) POSITION- 46 40 04.0    (N) 096 24 04.0    (W)   HD_HELD2  
 DM7862* NAVD 88 ORTHO HEIGHT -   316.407  (meters)    1038.08  (feet) ADJUSTED  
 DM7862  ______________________________________________________________________
 DM7862  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DM7862  DYNAMIC HEIGHT  -        316.433 (meters)     1038.16  (feet) COMP
 DM7862  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DM7862
 DM7862  VERT ORDER      -  SECOND    CLASS I
 DM7862
 DM7862.The horizontal coordinates were established by autonomous hand held GPS
 DM7862.observations and have an estimated accuracy of +/- 10 meters.
 DM7862.
 DM7862.The orthometric height was determined by differential leveling and
 DM7862.adjusted in May 2012.
 DM7862
 DM7862.The dynamic height is computed by dividing the NAVD 88
 DM7862.geopotential number by the normal gravity value computed on the
 DM7862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7862.degrees latitude (g = 980.6199 gals.).
 DM7862
 DM7862.The modeled gravity was interpolated from observed gravity values.
 DM7862
 DM7862;                    North         East    Units  Estimated Accuracy
 DM7862;SPC MN C     -   287,604.      635,414.      MT  (+/- 10 meters HH2 GPS)
 DM7862
 DM7862                          SUPERSEDED SURVEY CONTROL
 DM7862
 DM7862.No superseded survey control is available for this station.
 DM7862
 DM7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9879971527(NAD 83)
 DM7862
 DM7862_MARKER: I = METAL ROD
 DM7862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7862_STAMPING: 1480 AR 2010
 DM7862_MARK LOGO: MNDT  
 DM7862_PROJECTION: FLUSH
 DM7862_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7862+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM7862_ROD/PIPE-DEPTH:  9.1 meters
 DM7862
 DM7862  HISTORY     - Date     Condition        Report By
 DM7862  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7862
 DM7862                          STATION DESCRIPTION
 DM7862
 DM7862'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7862'THE MARK IS 1.8 MI (2.9 KM) NORTH OF BARNESVILLE.
 DM7862' 
 DM7862'1.65 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7862'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34 IN BARNESVILLE, AT
 DM7862'INTERSTATE HIGHWAY 94 MILE POINT 22.95.
 DM7862' 
 DM7862'IT IS 122.5 FT (37.3 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7862'2.7 FT (0.8 M) SOUTHWEST OF RIGHT -OF-WAY FENCE, 1.1 FT (0.3 M)
 DM7862'SOUTHWEST OF A WITNESS POST.
 DM7862' 
 DM7862'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7862'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7862'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7862'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7863 ***********************************************************************
 DM7863  DESIGNATION -  1480 AS
 DM7863  PID         -  DM7863
 DM7863  STATE/COUNTY-  MN/CLAY
 DM7863  COUNTRY     -  US
 DM7863  USGS QUAD   -  BARNESVILLE (1981)
 DM7863
 DM7863                         *CURRENT SURVEY CONTROL
 DM7863  ______________________________________________________________________
 DM7863* NAD 83(1986) POSITION- 46 40 38.0    (N) 096 24 55.0    (W)   HD_HELD2  
 DM7863* NAVD 88 ORTHO HEIGHT -   310.099  (meters)    1017.38  (feet) ADJUSTED  
 DM7863  ______________________________________________________________________
 DM7863  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DM7863  DYNAMIC HEIGHT  -        310.125 (meters)     1017.47  (feet) COMP
 DM7863  MODELED GRAVITY -    980,688.7   (mgal)                       NAVD 88
 DM7863
 DM7863  VERT ORDER      -  SECOND    CLASS I
 DM7863
 DM7863.The horizontal coordinates were established by autonomous hand held GPS
 DM7863.observations and have an estimated accuracy of +/- 10 meters.
 DM7863.
 DM7863.The orthometric height was determined by differential leveling and
 DM7863.adjusted in May 2012.
 DM7863
 DM7863.The dynamic height is computed by dividing the NAVD 88
 DM7863.geopotential number by the normal gravity value computed on the
 DM7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7863.degrees latitude (g = 980.6199 gals.).
 DM7863
 DM7863.The modeled gravity was interpolated from observed gravity values.
 DM7863
 DM7863;                    North         East    Units  Estimated Accuracy
 DM7863;SPC MN C     -   288,683.      634,359.      MT  (+/- 10 meters HH2 GPS)
 DM7863
 DM7863                          SUPERSEDED SURVEY CONTROL
 DM7863
 DM7863.No superseded survey control is available for this station.
 DM7863
 DM7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9768172540(NAD 83)
 DM7863
 DM7863_MARKER: I = METAL ROD
 DM7863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7863_STAMPING: 1480 AS 2010
 DM7863_MARK LOGO: MNDT  
 DM7863_PROJECTION: FLUSH
 DM7863_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7863+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM7863_ROD/PIPE-DEPTH:  7.0 meters
 DM7863
 DM7863  HISTORY     - Date     Condition        Report By
 DM7863  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7863
 DM7863                          STATION DESCRIPTION
 DM7863
 DM7863'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7863'THE MARK IS 1.8 MI (2.9 KM) NORTH OF BARNESVILLE.
 DM7863' 
 DM7863'1.65 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7863'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34 IN BARNESVILLE, AT
 DM7863'INTERSTATE HIGHWAY 94 MILE POINT 22.95.
 DM7863' 
 DM7863'IT IS 122.5 FT (37.3 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7863'2.7 FT (0.8 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.1 FT (0.3 M)
 DM7863'SOUTHWEST OF A WITNESS POST.
 DM7863' 
 DM7863'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7863'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7863'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7863'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7864 ***********************************************************************
 DM7864  DESIGNATION -  1480 AT
 DM7864  PID         -  DM7864
 DM7864  STATE/COUNTY-  MN/CLAY
 DM7864  COUNTRY     -  US
 DM7864  USGS QUAD   -  BARNESVILLE (1981)
 DM7864
 DM7864                         *CURRENT SURVEY CONTROL
 DM7864  ______________________________________________________________________
 DM7864* NAD 83(1986) POSITION- 46 40 54.0    (N) 096 26 00.0    (W)   HD_HELD2  
 DM7864* NAVD 88 ORTHO HEIGHT -   310.647  (meters)    1019.18  (feet) ADJUSTED  
 DM7864  ______________________________________________________________________
 DM7864  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DM7864  DYNAMIC HEIGHT  -        310.673 (meters)     1019.27  (feet) COMP
 DM7864  MODELED GRAVITY -    980,690.6   (mgal)                       NAVD 88
 DM7864
 DM7864  VERT ORDER      -  SECOND    CLASS I
 DM7864
 DM7864.The horizontal coordinates were established by autonomous hand held GPS
 DM7864.observations and have an estimated accuracy of +/- 10 meters.
 DM7864.
 DM7864.The orthometric height was determined by differential leveling and
 DM7864.adjusted in May 2012.
 DM7864
 DM7864.The dynamic height is computed by dividing the NAVD 88
 DM7864.geopotential number by the normal gravity value computed on the
 DM7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7864.degrees latitude (g = 980.6199 gals.).
 DM7864
 DM7864.The modeled gravity was interpolated from observed gravity values.
 DM7864
 DM7864;                    North         East    Units  Estimated Accuracy
 DM7864;SPC MN C     -   289,215.      632,992.      MT  (+/- 10 meters HH2 GPS)
 DM7864
 DM7864                          SUPERSEDED SURVEY CONTROL
 DM7864
 DM7864.No superseded survey control is available for this station.
 DM7864
 DM7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9628472989(NAD 83)
 DM7864
 DM7864_MARKER: DD = SURVEY DISK
 DM7864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM7864_SP_SET: BRIDGE ABUTMENT
 DM7864_STAMPING: 1480 AT 2010
 DM7864_MARK LOGO: MNDT  
 DM7864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM7864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7864+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM7864
 DM7864  HISTORY     - Date     Condition        Report By
 DM7864  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7864
 DM7864                          STATION DESCRIPTION
 DM7864
 DM7864'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7864'THE MARK IS 2.2 MI (3.5 KM) NORTHWEST OF BARNESVILLE.
 DM7864' 
 DM7864'2.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7864'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 34/160TH AVENUE SOUTH IN
 DM7864'BARNESVILLE.
 DM7864' 
 DM7864'IT IS IN NORTHWEST CORNER OF BRIDGE NUMBER 14809 OVER RAILROAD TRACKS,
 DM7864'AT INTERSTATE HIGHWAY 94 MILE POINT 22.05.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7865 ***********************************************************************
 DM7865  DESIGNATION -  1480 AU
 DM7865  PID         -  DM7865
 DM7865  STATE/COUNTY-  MN/CLAY
 DM7865  COUNTRY     -  US
 DM7865  USGS QUAD   -  BARNESVILLE (1981)
 DM7865
 DM7865                         *CURRENT SURVEY CONTROL
 DM7865  ______________________________________________________________________
 DM7865* NAD 83(1986) POSITION- 46 42 01.0    (N) 096 27 32.0    (W)   HD_HELD2  
 DM7865* NAVD 88 ORTHO HEIGHT -   293.015  (meters)     961.33  (feet) ADJUSTED  
 DM7865  ______________________________________________________________________
 DM7865  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DM7865  DYNAMIC HEIGHT  -        293.040 (meters)      961.42  (feet) COMP
 DM7865  MODELED GRAVITY -    980,691.9   (mgal)                       NAVD 88
 DM7865
 DM7865  VERT ORDER      -  SECOND    CLASS I
 DM7865
 DM7865.The horizontal coordinates were established by autonomous hand held GPS
 DM7865.observations and have an estimated accuracy of +/- 10 meters.
 DM7865.
 DM7865.The orthometric height was determined by differential leveling and
 DM7865.adjusted in May 2012.
 DM7865
 DM7865.The dynamic height is computed by dividing the NAVD 88
 DM7865.geopotential number by the normal gravity value computed on the
 DM7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7865.degrees latitude (g = 980.6199 gals.).
 DM7865
 DM7865.The modeled gravity was interpolated from observed gravity values.
 DM7865
 DM7865;                    North         East    Units  Estimated Accuracy
 DM7865;SPC MN C     -   291,337.      631,095.      MT  (+/- 10 meters HH2 GPS)
 DM7865
 DM7865                          SUPERSEDED SURVEY CONTROL
 DM7865
 DM7865.No superseded survey control is available for this station.
 DM7865
 DM7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9426374994(NAD 83)
 DM7865
 DM7865_MARKER: I = METAL ROD
 DM7865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7865_STAMPING: 1480 AU 2010
 DM7865_MARK LOGO: MNDT  
 DM7865_PROJECTION: RECESSED 5 CENTIMETERS
 DM7865_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7865+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM7865_ROD/PIPE-DEPTH:  7.3 meters
 DM7865
 DM7865  HISTORY     - Date     Condition        Report By
 DM7865  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7865
 DM7865                          STATION DESCRIPTION
 DM7865
 DM7865'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7865'THE MARK IS 4.0 MI (6.4 KM) NORTHWEST OF BARNESVILLE.
 DM7865' 
 DM7865'2.5 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7865'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 9 IN BARNESVILLE, AT
 DM7865'INTERSTATE HIGHWAY 94 MILE POINT 20.2.
 DM7865' 
 DM7865'IT IS 97.1 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7865'1.8 FT (0.5 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7865'SOUTHWEST OF A WITNESS POST.
 DM7865' 
 DM7865'NOTE-THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM
 DM7865'ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK
 DM7865'SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC
 DM7865'PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7866 ***********************************************************************
 DM7866  DESIGNATION -  1480 AV
 DM7866  PID         -  DM7866
 DM7866  STATE/COUNTY-  MN/CLAY
 DM7866  COUNTRY     -  US
 DM7866  USGS QUAD   -  BARNESVILLE (1981)
 DM7866
 DM7866                         *CURRENT SURVEY CONTROL
 DM7866  ______________________________________________________________________
 DM7866* NAD 83(1986) POSITION- 46 43 01.0    (N) 096 28 57.0    (W)   HD_HELD2  
 DM7866* NAVD 88 ORTHO HEIGHT -   290.417  (meters)     952.81  (feet) ADJUSTED  
 DM7866  ______________________________________________________________________
 DM7866  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DM7866  DYNAMIC HEIGHT  -        290.440 (meters)      952.89  (feet) COMP
 DM7866  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 DM7866
 DM7866  VERT ORDER      -  SECOND    CLASS I
 DM7866
 DM7866.The horizontal coordinates were established by autonomous hand held GPS
 DM7866.observations and have an estimated accuracy of +/- 10 meters.
 DM7866.
 DM7866.The orthometric height was determined by differential leveling and
 DM7866.adjusted in May 2012.
 DM7866
 DM7866.The dynamic height is computed by dividing the NAVD 88
 DM7866.geopotential number by the normal gravity value computed on the
 DM7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7866.degrees latitude (g = 980.6199 gals.).
 DM7866
 DM7866.The modeled gravity was interpolated from observed gravity values.
 DM7866
 DM7866;                    North         East    Units  Estimated Accuracy
 DM7866;SPC MN C     -   293,240.      629,342.      MT  (+/- 10 meters HH2 GPS)
 DM7866
 DM7866                          SUPERSEDED SURVEY CONTROL
 DM7866
 DM7866.No superseded survey control is available for this station.
 DM7866
 DM7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9239976787(NAD 83)
 DM7866
 DM7866_MARKER: I = METAL ROD
 DM7866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7866_STAMPING: 1480 AV 2010
 DM7866_MARK LOGO: MNDT  
 DM7866_PROJECTION: RECESSED 8 CENTIMETERS
 DM7866_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7866+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM7866_ROD/PIPE-DEPTH:  9.1 meters
 DM7866
 DM7866  HISTORY     - Date     Condition        Report By
 DM7866  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7866
 DM7866                          STATION DESCRIPTION
 DM7866
 DM7866'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7866'THE MARK IS 5.5 MI (8.8 KM) NORTHWEST OF BARNESVILLE.
 DM7866' 
 DM7866'4.1 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7866'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 9 IN BARNESVILLE, AT
 DM7866'INTERSTATE HIGHWAY 94 MILE POINT 18.6.
 DM7866' 
 DM7866'IT IS 97.0 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7866'2.0 FT (0.6 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7866'SOUTHWEST OF A WITNESS POST.
 DM7866' 
 DM7866'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7866'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7866'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7866'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM7867 ***********************************************************************
 DM7867  DESIGNATION -  1480 AW
 DM7867  PID         -  DM7867
 DM7867  STATE/COUNTY-  MN/CLAY
 DM7867  COUNTRY     -  US
 DM7867  USGS QUAD   -  BAKER (1979)
 DM7867
 DM7867                         *CURRENT SURVEY CONTROL
 DM7867  ______________________________________________________________________
 DM7867* NAD 83(1986) POSITION- 46 43 55.0    (N) 096 30 16.0    (W)   HD_HELD2  
 DM7867* NAVD 88 ORTHO HEIGHT -   288.667  (meters)     947.07  (feet) ADJUSTED  
 DM7867  ______________________________________________________________________
 DM7867  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DM7867  DYNAMIC HEIGHT  -        288.688 (meters)      947.14  (feet) COMP
 DM7867  MODELED GRAVITY -    980,680.5   (mgal)                       NAVD 88
 DM7867
 DM7867  VERT ORDER      -  SECOND    CLASS I
 DM7867
 DM7867.The horizontal coordinates were established by autonomous hand held GPS
 DM7867.observations and have an estimated accuracy of +/- 10 meters.
 DM7867.
 DM7867.The orthometric height was determined by differential leveling and
 DM7867.adjusted in May 2012.
 DM7867
 DM7867.The dynamic height is computed by dividing the NAVD 88
 DM7867.geopotential number by the normal gravity value computed on the
 DM7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7867.degrees latitude (g = 980.6199 gals.).
 DM7867
 DM7867.The modeled gravity was interpolated from observed gravity values.
 DM7867
 DM7867;                    North         East    Units  Estimated Accuracy
 DM7867;SPC MN C     -   294,954.      627,713.      MT  (+/- 10 meters HH2 GPS)
 DM7867
 DM7867                          SUPERSEDED SURVEY CONTROL
 DM7867
 DM7867.No superseded survey control is available for this station.
 DM7867
 DM7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9066978401(NAD 83)
 DM7867
 DM7867_MARKER: I = METAL ROD
 DM7867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM7867_STAMPING: 1480 AW 2010
 DM7867_MARK LOGO: MNDT  
 DM7867_PROJECTION: FLUSH
 DM7867_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7867+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM7867_ROD/PIPE-DEPTH: 12.8 meters
 DM7867
 DM7867  HISTORY     - Date     Condition        Report By
 DM7867  HISTORY     - 20100526 MONUMENTED       MNDT
 DM7867
 DM7867                          STATION DESCRIPTION
 DM7867
 DM7867'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM7867'THE MARK IS 7.0 MI (11.3 KM) NORTHWEST OF BARNESVILLE.
 DM7867' 
 DM7867'5.65 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 94 FROM THE JUNCTION OF
 DM7867'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 9 IN BARNESVILLE.
 DM7867' 
 DM7867'IT IS 97.0 FT (29.6 M) NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94,
 DM7867'1.8 FT (0.5 M) SOUTHWEST OF RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M)
 DM7867'SOUTHWEST OF A WITNESS POST.
 DM7867' 
 DM7867'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM7867'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM7867'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM7867'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0423 ***********************************************************************
 RP0423  DESIGNATION -  1480 B
 RP0423  PID         -  RP0423
 RP0423  STATE/COUNTY-  MN/CLAY
 RP0423  COUNTRY     -  US
 RP0423  USGS QUAD   -  FARGO SOUTH (1993)
 RP0423
 RP0423                         *CURRENT SURVEY CONTROL
 RP0423  ______________________________________________________________________
 RP0423* NAD 83(2007) POSITION- 46 50 45.55090(N) 096 45 57.79668(W)   ADJUSTED  
 RP0423* NAD 83(2007) ELLIP HT-   249.653 (meters)        (01/24/11)   ADJUSTED
 RP0423* NAD 83(2007) EPOCH   -  2002.00
 RP0423* NAVD 88 ORTHO HEIGHT -   276.154  (meters)     906.02  (feet) ADJUSTED  
 RP0423  ______________________________________________________________________
 RP0423  NAD 83(2007) X  -   -514,897.387 (meters)                     COMP
 RP0423  NAD 83(2007) Y  - -4,339,927.217 (meters)                     COMP
 RP0423  NAD 83(2007) Z  -  4,630,253.200 (meters)                     COMP
 RP0423  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC09
 RP0423  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 RP0423  DYNAMIC HEIGHT  -        276.176 (meters)      906.09  (feet) COMP
 RP0423  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RP0423
 RP0423  HORZ ORDER      -  FIRST
 RP0423  VERT ORDER      -  SECOND    CLASS I
 RP0423  ELLP ORDER      -  FIRST     CLASS II
 RP0423
 RP0423.The horizontal coordinates were established by GPS observations
 RP0423.and adjusted by the MN DEPT OF TRANSP in January 2011.
 RP0423
 RP0423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RP0423.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RP0423
 RP0423.The horizontal coordinates are valid at the epoch date displayed above
 RP0423.which is a decimal equivalence of Year/Month/Day.
 RP0423
 RP0423.The orthometric height was determined by differential leveling and
 RP0423.adjusted in November 2011.
 RP0423
 RP0423.Photographs are available for this station.
 RP0423
 RP0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RP0423
 RP0423.The Laplace correction was computed from DEFLEC09 derived deflections.
 RP0423
 RP0423.The ellipsoidal height was determined by GPS observations
 RP0423.and is referenced to NAD 83.
 RP0423
 RP0423.The dynamic height is computed by dividing the NAVD 88
 RP0423.geopotential number by the normal gravity value computed on the
 RP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0423.degrees latitude (g = 980.6199 gals.).
 RP0423
 RP0423.The modeled gravity was interpolated from observed gravity values.
 RP0423
 RP0423. The following values were computed from the NAD 83(2007) position.
 RP0423
 RP0423;                    North         East     Units Scale Factor Converg.
 RP0423;SPC MN C     -   308,226.870   608,129.366   MT  0.99996180   -1 49 12.3
 RP0423;SPC MN C     - 1,011,240.99  1,995,171.09   sFT  0.99996180   -1 49 12.3
 RP0423;UTM  14      - 5,190,472.249   670,321.677   MT  0.99995656   +1 37 48.3
 RP0423
 RP0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP0423!SPC MN C     -   0.99996087  x   0.99996180  =   0.99992267
 RP0423!UTM  14      -   0.99996087  x   0.99995656  =   0.99991743
 RP0423
 RP0423:                Primary Azimuth Mark                     Grid Az
 RP0423:SPC MN C     -  1480 AB                                  284 48 42.5
 RP0423:UTM  14      -  1480 AB                                  281 21 41.9
 RP0423
 RP0423|---------------------------------------------------------------------|
 RP0423| PID    Reference Object                     Distance      Geod. Az  |
 RP0423|                                                           dddmmss.s |
 RP0423| DM1814 1406 U                              265.169 METERS 20808     |
 RP0423| DF8000 1480 AB                             APPROX. 0.7 KM 2825930.2 |
 RP0423| RP0424 1480 A                              128.023 METERS 30625     |
 RP0423|---------------------------------------------------------------------|
 RP0423
 RP0423                          SUPERSEDED SURVEY CONTROL
 RP0423
 RP0423  NAVD 88 (01/24/11)  276.16   (m)          906.0    (f) LEVELING    3  
 RP0423  NAVD 88 (04/16/04)  276.162  (m)          906.04   (f) SUPERSEDED  2 1
 RP0423  NAVD 88 (06/15/91)  276.187  (m)          906.12   (f) SUPERSEDED  2 0
 RP0423  NGVD 29 (??/??/92)  275.903  (m)          905.19   (f) ADJ UNCH    2 0
 RP0423
 RP0423.Superseded values are not recommended for survey control.
 RP0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0423.See file dsdata.txt to determine how the superseded data were derived.
 RP0423
 RP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7032190472(NAD 83)
 RP0423
 RP0423_MARKER: DB = BENCH MARK DISK
 RP0423_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0423_SP_SET: MONUMENT
 RP0423_STAMPING: 1480 B 1959
 RP0423_MARK LOGO: MNDT  
 RP0423_PROJECTION: FLUSH
 RP0423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RP0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0423+STABILITY: SURFACE MOTION
 RP0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0423+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 RP0423
 RP0423  HISTORY     - Date     Condition        Report By
 RP0423  HISTORY     - 19590401 MONUMENTED       MNHD
 RP0423  HISTORY     - 1968     GOOD             MNDT
 RP0423  HISTORY     - 19940809 GOOD             MNDT
 RP0423  HISTORY     - 20000404 GOOD             MNDT
 RP0423  HISTORY     - 20090916 GOOD             MNDT
 RP0423  HISTORY     - 20110215 GOOD             INDIV
 RP0423
 RP0423                          STATION DESCRIPTION
 RP0423
 RP0423'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0423'IN MOORHEAD.
 RP0423'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W ABOUT 400 FEET
 RP0423'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94.  MARK IS A STANDARD
 RP0423'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 B 1959, SET IN A
 RP0423'PRE-CAST CONCRETE MONUMENT.  MARK IS 380 FEET SOUTH OF THE CENTERLINE
 RP0423'OF EASTBOUND F.A.I. 94, (STA. 336+00) 1.0 FOOT NORTH OF A STEEL
 RP0423'WITNESS POST, 100 FEET SOUTH OF ENTRANCE RAMP TO EASTBOUND F.A.I. 94
 RP0423'FROM T.H. 75, 2.0 FEET NORTH OF R/W FENCE AND PROJECTING 2 INCHES
 RP0423'ABOVE GROUND.
 RP0423
 RP0423                          STATION RECOVERY (1994)
 RP0423
 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0423'IN MOORHEAD, 0.1 MI (0.2 KM) EAST ON EB ENT RAMP TO FAI 94 FROM JCT OF
 RP0423'TH 75 AND FAI 94 IN MOORHEAD, AT FAI 94 MP 0.5, 105.0 FT (32.0 M) SSE
 RP0423'OF EB FAI 94 ACCESS RAMP, 128.5 FT (39.2 M) WSW OF T FENCE JCT, 96.0
 RP0423'FT (29.3 M) ENE OF HIGH TENSION POLE, 88.7 FT (27.0 M) WSW OF TEL
 RP0423'CABLE PEDESTAL, 54.6 FT (16.6 M) EAST OF 10 INCH ASH TREE, 29.0 FT
 RP0423'(8.8 M) SW OF 9 INCH ASH TREE, 2.0 FT (0.6 M) NNW OF R/W FENCE, 1.0 FT
 RP0423'(0.3 M) NORTH OF WIT POST.
 RP0423
 RP0423                          STATION RECOVERY (2000)
 RP0423
 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0423'RECOVERED AS DESCRIBED.
 RP0423
 RP0423                          STATION RECOVERY (2009)
 RP0423
 RP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0423'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0423'THE MARK IS AT MOORHEAD, 0.1 MILE EAST ON EASTBOUND ENTRANCE RAMP TO
 RP0423'INTERSTATE HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 75 AND INTERSTATE
 RP0423'HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILEPOINT 0.5, 105 FEET
 RP0423'SOUTH-SOUTHEAST OF EASTBOUND INTERSTATE HIGHWAY 94 ACCESS RAMP, 128.5
 RP0423'FEET WEST-SOUTHWEST OF TEE-FENCE JUNCTION, 96 FEET EAST-NORTHEAST OF
 RP0423'HIGH TENSION POWER POLE, 88.7 FEET WEST-SOUTHWEST OF TELEPHONE CABLE
 RP0423'PEDESTAL, 2.0 FEET NORTH-NORTHWEST OF RIGHT-OF-WAY FENCE, 1.0 FOOT
 RP0423'NORTH OF WITNESS POST.
 RP0423
 RP0423                          STATION RECOVERY (2011)
 RP0423
 RP0423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 RP0423'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0422 ***********************************************************************
 RP0422  DESIGNATION -  1480 C
 RP0422  PID         -  RP0422
 RP0422  STATE/COUNTY-  MN/CLAY
 RP0422  COUNTRY     -  US
 RP0422  USGS QUAD   -  FARGO SOUTH (1993)
 RP0422
 RP0422                         *CURRENT SURVEY CONTROL
 RP0422  ______________________________________________________________________
 RP0422* NAD 83(1986) POSITION- 46 50 48.3    (N) 096 45 28.1    (W)   HD_HELD2  
 RP0422* NAVD 88 ORTHO HEIGHT -   276.386  (meters)     906.78  (feet) ADJUSTED  
 RP0422  ______________________________________________________________________
 RP0422  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 RP0422  DYNAMIC HEIGHT  -        276.408 (meters)      906.85  (feet) COMP
 RP0422  MODELED GRAVITY -    980,686.6   (mgal)                       NAVD 88
 RP0422
 RP0422  VERT ORDER      -  SECOND    CLASS I
 RP0422
 RP0422.The horizontal coordinates were established by autonomous hand held GPS
 RP0422.observations and have an estimated accuracy of +/- 10 meters.
 RP0422.
 RP0422.The orthometric height was determined by differential leveling and
 RP0422.adjusted in November 2011.
 RP0422
 RP0422.Photographs are available for this station.
 RP0422
 RP0422.The dynamic height is computed by dividing the NAVD 88
 RP0422.geopotential number by the normal gravity value computed on the
 RP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0422.degrees latitude (g = 980.6199 gals.).
 RP0422
 RP0422.The modeled gravity was interpolated from observed gravity values.
 RP0422
 RP0422;                    North         East    Units  Estimated Accuracy
 RP0422;SPC MN C     -   308,292.      608,761.      MT  (+/- 10 meters HH2 GPS)
 RP0422
 RP0422                          SUPERSEDED SURVEY CONTROL
 RP0422
 RP0422  NAVD 88 (04/18/11)  276.394  (m)          906.80   (f) SUPERSEDED  2 1
 RP0422  NAVD 88 (04/16/04)  276.398  (m)          906.82   (f) SUPERSEDED  2 1
 RP0422  NAVD 88 (06/15/91)  276.403  (m)          906.83   (f) SUPERSEDED  2 0
 RP0422  NGVD 29 (??/??/92)  276.119  (m)          905.90   (f) ADJ UNCH    2 0
 RP0422
 RP0422.Superseded values are not recommended for survey control.
 RP0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0422.See file dsdata.txt to determine how the superseded data were derived.
 RP0422
 RP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7094890575(NAD 83)
 RP0422
 RP0422_MARKER: DB = BENCH MARK DISK
 RP0422_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0422_SP_SET: MONUMENT
 RP0422_STAMPING: 1480 C 1959
 RP0422_MARK LOGO: MNHD  
 RP0422_PROJECTION: RECESSED 5 CENTIMETERS
 RP0422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0422+STABILITY: SURFACE MOTION
 RP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0422+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2009
 RP0422
 RP0422  HISTORY     - Date     Condition        Report By
 RP0422  HISTORY     - 1959     MONUMENTED       MNHD
 RP0422  HISTORY     - 1968     GOOD             MNDT
 RP0422  HISTORY     - 19940815 GOOD             MNDT
 RP0422  HISTORY     - 20000404 GOOD             MNDT
 RP0422  HISTORY     - 20091118 GOOD             MNDT
 RP0422
 RP0422                          STATION DESCRIPTION
 RP0422
 RP0422'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0422'IN MOORHEAD.
 RP0422'MARK IS LOCATED IN THE NE 1/4, SECTION 20, T139N, R48W, ABOUT 0.5 MILE
 RP0422'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94.  MARK IS A STANDARD
 RP0422'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 C 1959, SET IN A
 RP0422'PRE-CAST CONCRETE MONUMENT.  MARK IS 100 FEET SOUTH OF THE CENTERLINE
 RP0422'OF EASTBOUND F.A.I. 94 (STA. 357+00) ABOUT 400 FEET EAST OF MILE POST
 RP0422'NO. 1, 0.5 FOOT SOUTH OF THE R/W FENCE, 1.0 FOOT SOUTH OF A STEEL
 RP0422'WITNESS POST, ABOUT 75 FEET WEST OF A DEAD END ROAD AND IS FLUSH WITH
 RP0422'THE GROUND.
 RP0422
 RP0422                          STATION RECOVERY (1994)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0422'IN MOORHEAD, 0.5 MI (0.8 KM) EAST ALONG FAI 94 FROM JCT OF TH 75 AND
 RP0422'FAI 94, AT FAI 94 MP 1.05, 100 FT (30.5 M) SOUTH OF EB FAI 94, 75 FT
 RP0422'(22.9 M) WEST OF DEAD END RD, ABOUT 400 FT (121.9 M) EAST OF MP 1,
 RP0422'105.2 FT (32.1 M) WEST OF HIGH TENSION POLE, 40.3 FT (12.3 M) WNW OF
 RP0422'NORTH POLE OF BILLBOARD SIGN, 0.5 FT (15.2 CM) SOUTH OF R/W FENCE, 1.1
 RP0422'FT (0.3 M) SOUTH OF WIT POST.
 RP0422
 RP0422                          STATION RECOVERY (2000)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0422'RECOVERED AS DESCRIBED.
 RP0422
 RP0422                          STATION RECOVERY (2009)
 RP0422
 RP0422'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 RP0422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0416 ***********************************************************************
 RP0416  DESIGNATION -  1480 E
 RP0416  PID         -  RP0416
 RP0416  STATE/COUNTY-  MN/CLAY
 RP0416  COUNTRY     -  US
 RP0416  USGS QUAD   -  SABIN (1976)
 RP0416
 RP0416                         *CURRENT SURVEY CONTROL
 RP0416  ______________________________________________________________________
 RP0416* NAD 83(1986) POSITION- 46 50 50.     (N) 096 42 16.     (W)   SCALED    
 RP0416* NAVD 88 ORTHO HEIGHT -   277.627  (meters)     910.85  (feet) ADJUSTED  
 RP0416  ______________________________________________________________________
 RP0416  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 RP0416  DYNAMIC HEIGHT  -        277.650 (meters)      910.92  (feet) COMP
 RP0416  MODELED GRAVITY -    980,688.3   (mgal)                       NAVD 88
 RP0416
 RP0416  VERT ORDER      -  SECOND    CLASS 0
 RP0416
 RP0416.The horizontal coordinates were scaled from a topographic map and have
 RP0416.an estimated accuracy of +/- 6 seconds.
 RP0416.
 RP0416.The orthometric height was determined by differential leveling and
 RP0416.adjusted in June 1991.
 RP0416
 RP0416.The dynamic height is computed by dividing the NAVD 88
 RP0416.geopotential number by the normal gravity value computed on the
 RP0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0416.degrees latitude (g = 980.6199 gals.).
 RP0416
 RP0416.The modeled gravity was interpolated from observed gravity values.
 RP0416
 RP0416;                    North         East    Units  Estimated Accuracy
 RP0416;SPC MN C     -   308,220.      612,830.      MT  (+/- 180 meters Scaled)
 RP0416
 RP0416                          SUPERSEDED SURVEY CONTROL
 RP0416
 RP0416  NGVD 29 (??/??/92)  277.348  (m)          909.93   (f) ADJ UNCH    2 0
 RP0416
 RP0416.Superseded values are not recommended for survey control.
 RP0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0416.See file dsdata.txt to determine how the superseded data were derived.
 RP0416
 RP0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS750907(NAD 83)
 RP0416
 RP0416_MARKER: DB = BENCH MARK DISK
 RP0416_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0416_SP_SET: MONUMENT
 RP0416_STAMPING: 1480 E 1968
 RP0416_MARK LOGO: MNDT  
 RP0416_PROJECTION: FLUSH
 RP0416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RP0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0416+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 RP0416
 RP0416  HISTORY     - Date     Condition        Report By
 RP0416  HISTORY     - 1968     MONUMENTED       MNDT
 RP0416  HISTORY     - 20000404 GOOD             MNDT
 RP0416  HISTORY     - 20080408 MARK NOT FOUND   MNDT
 RP0416
 RP0416                          STATION DESCRIPTION
 RP0416
 RP0416'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0416'1.5 MI E FROM MOORHEAD.
 RP0416'MARK IS LOCATED NEAR THE N 1/4 CORNER, SECTION 23, T 137N, R 48W ABOUT
 RP0416'0.5 MILE EAST OF THE INTERCHANGE OF T.H. 52 AND F.A.I. 94.  MARK IS A
 RP0416'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 E 1968, SET
 RP0416'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTH OF THE
 RP0416'EASTBOUND CENTERLINE OF F.A.I. 94 (STA. 490+00), 1.0 FOOT NORTH OF THE
 RP0416'R/W FENCE, 1.0 FOOT EAST OF A STEEL WITNESS POST, ABOUT 800 FEET
 RP0416'SOUTHEAST OF KOA CAMPGROUND BUILDING AND PROJECTING 6 INCHES ABOVE
 RP0416'GROUND.
 RP0416
 RP0416                          STATION RECOVERY (2000)
 RP0416
 RP0416'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0416'RECOVERED AS DESCRIBED.  NOTE--NOT LEVELED TO.
 RP0416
 RP0416                          STATION RECOVERY (2008)
 RP0416
 RP0416'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0416'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0415 ***********************************************************************
 RP0415  DESIGNATION -  1480 F
 RP0415  PID         -  RP0415
 RP0415  STATE/COUNTY-  MN/CLAY
 RP0415  COUNTRY     -  US
 RP0415  USGS QUAD   -  SABIN (1976)
 RP0415
 RP0415                         *CURRENT SURVEY CONTROL
 RP0415  ______________________________________________________________________
 RP0415* NAD 83(1986) POSITION- 46 50 48.7    (N) 096 41 39.3    (W)   HD_HELD2  
 RP0415* NAVD 88 ORTHO HEIGHT -   277.639  (meters)     910.89  (feet) ADJUSTED  
 RP0415  ______________________________________________________________________
 RP0415  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 RP0415  DYNAMIC HEIGHT  -        277.662 (meters)      910.96  (feet) COMP
 RP0415  MODELED GRAVITY -    980,688.4   (mgal)                       NAVD 88
 RP0415
 RP0415  VERT ORDER      -  SECOND    CLASS I
 RP0415
 RP0415.The horizontal coordinates were established by autonomous hand held GPS
 RP0415.observations and have an estimated accuracy of +/- 10 meters.
 RP0415.
 RP0415.The orthometric height was determined by differential leveling and
 RP0415.adjusted in November 2011.
 RP0415
 RP0415.No vertical observational check was made to the station.
 RP0415
 RP0415.Photographs are available for this station.
 RP0415
 RP0415.The dynamic height is computed by dividing the NAVD 88
 RP0415.geopotential number by the normal gravity value computed on the
 RP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0415.degrees latitude (g = 980.6199 gals.).
 RP0415
 RP0415.The modeled gravity was interpolated from observed gravity values.
 RP0415
 RP0415;                    North         East    Units  Estimated Accuracy
 RP0415;SPC MN C     -   308,153.      613,606.      MT  (+/- 10 meters HH2 GPS)
 RP0415
 RP0415                          SUPERSEDED SURVEY CONTROL
 RP0415
 RP0415  NAVD 88 (06/15/91)  277.614  (m)          910.81   (f) SUPERSEDED  2 1
 RP0415  NGVD 29 (??/??/92)  277.336  (m)          909.89   (f) ADJ UNCH    2 0
 RP0415
 RP0415.Superseded values are not recommended for survey control.
 RP0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0415.See file dsdata.txt to determine how the superseded data were derived.
 RP0415
 RP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7579390727(NAD 83)
 RP0415
 RP0415_MARKER: DB = BENCH MARK DISK
 RP0415_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP0415_SP_SET: MONUMENT
 RP0415_STAMPING: 1480 F 1968
 RP0415_MARK LOGO: MNHD  
 RP0415_PROJECTION: RECESSED 8 CENTIMETERS
 RP0415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RP0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0415+STABILITY: SURFACE MOTION
 RP0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0415+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 RP0415
 RP0415  HISTORY     - Date     Condition        Report By
 RP0415  HISTORY     - 1968     MONUMENTED       MNDT
 RP0415  HISTORY     - 20000404 GOOD             MNDT
 RP0415  HISTORY     - 20080408 GOOD             MNDT
 RP0415  HISTORY     - 20091001 GOOD             MNDT
 RP0415
 RP0415                          STATION DESCRIPTION
 RP0415
 RP0415'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0415'2.0 MI E FROM MOORHEAD.
 RP0415'MARK IS LOCATED IN THE NE 1/4, SECTION 23, T 139N, R 48W ABOUT 1.0
 RP0415'MILE EAST OF THE INTERCHANGE OF T.H. 52 AND F.A.I. 94. MARK IS A
 RP0415'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 F 1968, SET
 RP0415'IN A PRE-CAST CONCRETE MONUMENT. MARK IS 98 FEET SOUTH OF THE
 RP0415'CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 1516+09) 1.0 FOOT NORTH OF R/W
 RP0415'FENCE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST, ABOUT 100 FEET WEST OF
 RP0415'COUNTY ROAD NO. 78 (DEAD END) AND IS FLUSH WITH THE GROUND.
 RP0415
 RP0415                          STATION RECOVERY (2000)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0415'RECOVERED AS DESCRIBED.
 RP0415
 RP0415                          STATION RECOVERY (2008)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0415'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-SOUTHWEST OF
 RP0415'GLYNDON, 5.0 MI (8.0 KM) NORTH-NORTHWEST OF SABIN AND 2.1 MI (3.4 KM)
 RP0415'SOUTH-SOUTHEAST OF DILWORTH.
 RP0415' 
 RP0415'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) EAST OF THE JUNCTION OF TRUNK
 RP0415'HIGHWAY 52 AND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE
 RP0415'POINT 4.1, 98.0 FT (29.9 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94,
 RP0415'AT INTERSTATE HIGHWAY 94 STATION 1516+09, 100 FT (30.5 M) WEST OF
 RP0415'COUNTY ROAD 78, 1.0 FT (0.3 M) NORTH OF RIGHT OF WAY FENCE, 1.0 FT
 RP0415'(0.3 M) SOUTH OF A WITNESS POST.
 RP0415
 RP0415                          STATION RECOVERY (2009)
 RP0415
 RP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0415'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0421 ***********************************************************************
 RP0421  DESIGNATION -  1480 G
 RP0421  PID         -  RP0421
 RP0421  STATE/COUNTY-  MN/CLAY
 RP0421  COUNTRY     -  US
 RP0421  USGS QUAD   -  SABIN (1976)
 RP0421
 RP0421                         *CURRENT SURVEY CONTROL
 RP0421  ______________________________________________________________________
 RP0421* NAD 83(1986) POSITION- 46 50 49.0    (N) 096 44 48.0    (W)   HD_HELD2  
 RP0421* NAVD 88 ORTHO HEIGHT -   278.488  (meters)     913.67  (feet) ADJUSTED  
 RP0421  ______________________________________________________________________
 RP0421  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 RP0421  DYNAMIC HEIGHT  -        278.510 (meters)      913.74  (feet) COMP
 RP0421  MODELED GRAVITY -    980,686.9   (mgal)                       NAVD 88
 RP0421
 RP0421  VERT ORDER      -  SECOND    CLASS I
 RP0421
 RP0421.The horizontal coordinates were established by autonomous hand held GPS
 RP0421.observations and have an estimated accuracy of +/- 10 meters.
 RP0421.
 RP0421.The orthometric height was determined by differential leveling and
 RP0421.adjusted in November 2011.
 RP0421
 RP0421.Photographs are available for this station.
 RP0421
 RP0421.The dynamic height is computed by dividing the NAVD 88
 RP0421.geopotential number by the normal gravity value computed on the
 RP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0421.degrees latitude (g = 980.6199 gals.).
 RP0421
 RP0421.The modeled gravity was interpolated from observed gravity values.
 RP0421
 RP0421;                    North         East    Units  Estimated Accuracy
 RP0421;SPC MN C     -   308,287.      609,611.      MT  (+/- 10 meters HH2 GPS)
 RP0421
 RP0421                          SUPERSEDED SURVEY CONTROL
 RP0421
 RP0421  NAVD 88 (04/18/11)  278.492  (m)          913.69   (f) SUPERSEDED  2 1
 RP0421  NAVD 88 (04/16/04)  278.495  (m)          913.70   (f) SUPERSEDED  2 1
 RP0421  NAVD 88 (06/15/91)  278.524  (m)          913.79   (f) SUPERSEDED  2 0
 RP0421  NGVD 29 (??/??/92)  278.241  (m)          912.86   (f) ADJ UNCH    2 0
 RP0421
 RP0421.Superseded values are not recommended for survey control.
 RP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0421.See file dsdata.txt to determine how the superseded data were derived.
 RP0421
 RP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7179690620(NAD 83)
 RP0421
 RP0421_MARKER: DB = BENCH MARK DISK
 RP0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0421_SP_SET: BRIDGE ABUTMENT
 RP0421_STAMPING: 1480 G 1968
 RP0421_MARK LOGO: MNHD  
 RP0421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0421+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 RP0421
 RP0421  HISTORY     - Date     Condition        Report By
 RP0421  HISTORY     - 1968     MONUMENTED       MNHD
 RP0421  HISTORY     - 19940815 GOOD             MNDT
 RP0421  HISTORY     - 20000404 GOOD             MNDT
 RP0421  HISTORY     - 20091117 GOOD             MNDT
 RP0421
 RP0421                          STATION DESCRIPTION
 RP0421
 RP0421'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0421'IN MOORHEAD.
 RP0421'MARK IS LOCATED IN THE NE 1/4, SECTION 21, T139N, R48W ABOUT 1.0 MILE
 RP0421'EAST OF THE INTERCHANGE OF T.H. 75 AND F.A.I. 94 AT THE GREAT NORTHERN
 RP0421'RAILROAD BRIDGE OVER F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY
 RP0421'DEPARTMENT DISK, STAMPED 1480 G 1968, SET IN THE SOUTHEAST CORNER
 RP0421'ABUTMENT OF THE GREAT NORTHERN RAILROAD BRIDGE OVER F.A.I. 94 (STA.
 RP0421'383+70) (BRIDGE NO. 9477).
 RP0421
 RP0421                          STATION RECOVERY (1994)
 RP0421
 RP0421'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0421'IN MOORHEAD, IN ABUT AT SE COR OF RR BRDG NO 9477 OVER FAI 94, 1.0 MI
 RP0421'(1.6 KM) EAST ALONG FAI 94 FROM JCT OF TH 75 AND FAI 94, 9.0 FT (2.7
 RP0421'M) EAST OF EAST RAIL OF RR TRACKS, 3.5 FT (1.1 M) NW OF END OF R/W
 RP0421'FENCE POST, 2.8 FT (0.9 M) SE OF RR MP 41.0 SIGN POST.
 RP0421
 RP0421                          STATION RECOVERY (2000)
 RP0421
 RP0421'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0421'RECOVERED AS DESCRIBED.
 RP0421
 RP0421                          STATION RECOVERY (2009)
 RP0421
 RP0421'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 RP0421'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0419 ***********************************************************************
 RP0419  DESIGNATION -  1480 I
 RP0419  PID         -  RP0419
 RP0419  STATE/COUNTY-  MN/CLAY
 RP0419  COUNTRY     -  US
 RP0419  USGS QUAD   -  SABIN (1976)
 RP0419
 RP0419                         *CURRENT SURVEY CONTROL
 RP0419  ______________________________________________________________________
 RP0419* NAD 83(1986) POSITION- 46 50 49.0    (N) 096 43 20.0    (W)   HD_HELD2  
 RP0419* NAVD 88 ORTHO HEIGHT -   278.116  (meters)     912.45  (feet) ADJUSTED  
 RP0419  ______________________________________________________________________
 RP0419  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 RP0419  DYNAMIC HEIGHT  -        278.139 (meters)      912.53  (feet) COMP
 RP0419  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 RP0419
 RP0419  VERT ORDER      -  SECOND    CLASS I
 RP0419
 RP0419.The horizontal coordinates were established by autonomous hand held GPS
 RP0419.observations and have an estimated accuracy of +/- 10 meters.
 RP0419.
 RP0419.The orthometric height was determined by differential leveling and
 RP0419.adjusted in November 2011.
 RP0419
 RP0419.No vertical observational check was made to the station.
 RP0419
 RP0419.Photographs are available for this station.
 RP0419
 RP0419.The dynamic height is computed by dividing the NAVD 88
 RP0419.geopotential number by the normal gravity value computed on the
 RP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0419.degrees latitude (g = 980.6199 gals.).
 RP0419
 RP0419.The modeled gravity was interpolated from observed gravity values.
 RP0419
 RP0419;                    North         East    Units  Estimated Accuracy
 RP0419;SPC MN C     -   308,228.      611,474.      MT  (+/- 10 meters HH2 GPS)
 RP0419
 RP0419                          SUPERSEDED SURVEY CONTROL
 RP0419
 RP0419  NAVD 88 (04/18/11)  278.105  (m)          912.42   (f) SUPERSEDED  2 1
 RP0419  NAVD 88 (06/15/91)  278.136  (m)          912.52   (f) SUPERSEDED  2 0
 RP0419  NGVD 29 (??/??/92)  277.856  (m)          911.60   (f) ADJ UNCH    2 0
 RP0419
 RP0419.Superseded values are not recommended for survey control.
 RP0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0419.See file dsdata.txt to determine how the superseded data were derived.
 RP0419
 RP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS7366090674(NAD 83)
 RP0419
 RP0419_MARKER: DB = BENCH MARK DISK
 RP0419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0419_SP_SET: BRIDGE ABUTMENT
 RP0419_STAMPING: 1480 I 1968
 RP0419_MARK LOGO: MNHD  
 RP0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0419+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 RP0419
 RP0419  HISTORY     - Date     Condition        Report By
 RP0419  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0419  HISTORY     - 20000404 GOOD             MNDT
 RP0419  HISTORY     - 20090916 GOOD             MNDT
 RP0419
 RP0419                          STATION DESCRIPTION
 RP0419
 RP0419'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0419'IN MOORHEAD.
 RP0419'MARK IS LOCATED IN THE NE 1/4, SECTION 22, T139N, R48W NEAR THE
 RP0419'INTERCHANGE OF T.H. 52 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RP0419'HIGHWAY DEPARTMENT DISK, STAMPED 1480 I 1968, SET IN THE SOUTHEAST
 RP0419'CORNER ABUTMENT OF BRIDGE (NO. 9479) GREAT NORTHERN RAILROAD BRIDGE
 RP0419'OVER F.A.I. 94.
 RP0419
 RP0419                          STATION RECOVERY (2000)
 RP0419
 RP0419'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0419'RECOVERED AS DESCRIBED.
 RP0419
 RP0419                          STATION RECOVERY (2009)
 RP0419
 RP0419'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RP0419'THE MARK IS AT MOORHEAD.
 RP0419' 
 RP0419'AT THE JUNCTION OF COUNTY ROAD 52 AND INTERSTATE HIGHWAY 94.
 RP0419' 
 RP0419'IT IS IN SOUTHEAST ABUTMENT OF RAILROAD BRIDGE 9479 OVER INTERSTATE
 RP0419'HIGHWAY 94 AT MILE POINT 2.8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0413 ***********************************************************************
 RP0413  DESIGNATION -  1480 L
 RP0413  PID         -  RP0413
 RP0413  STATE/COUNTY-  MN/CLAY
 RP0413  COUNTRY     -  US
 RP0413  USGS QUAD   -  SABIN (1976)
 RP0413
 RP0413                         *CURRENT SURVEY CONTROL
 RP0413  ______________________________________________________________________
 RP0413* NAD 83(1986) POSITION- 46 50 45.     (N) 096 39 04.     (W)   SCALED    
 RP0413* NAVD 88 ORTHO HEIGHT -   286.512  (meters)     940.00  (feet) ADJUSTED  
 RP0413  ______________________________________________________________________
 RP0413  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 RP0413  DYNAMIC HEIGHT  -        286.535 (meters)      940.07  (feet) COMP
 RP0413  MODELED GRAVITY -    980,687.2   (mgal)                       NAVD 88
 RP0413
 RP0413  VERT ORDER      -  SECOND    CLASS I
 RP0413
 RP0413.The horizontal coordinates were scaled from a topographic map and have
 RP0413.an estimated accuracy of +/- 6 seconds.
 RP0413.
 RP0413.The orthometric height was determined by differential leveling and
 RP0413.adjusted in April 2011.
 RP0413
 RP0413.The dynamic height is computed by dividing the NAVD 88
 RP0413.geopotential number by the normal gravity value computed on the
 RP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0413.degrees latitude (g = 980.6199 gals.).
 RP0413
 RP0413.The modeled gravity was interpolated from observed gravity values.
 RP0413
 RP0413;                    North         East    Units  Estimated Accuracy
 RP0413;SPC MN C     -   307,940.      616,890.      MT  (+/- 180 meters Scaled)
 RP0413
 RP0413                          SUPERSEDED SURVEY CONTROL
 RP0413
 RP0413  NAVD 88 (06/15/91)  286.539  (m)          940.09   (f) SUPERSEDED  2 0
 RP0413  NGVD 29 (??/??/92)  286.264  (m)          939.18   (f) ADJ UNCH    2 0
 RP0413
 RP0413.Superseded values are not recommended for survey control.
 RP0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0413.See file dsdata.txt to determine how the superseded data were derived.
 RP0413
 RP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS790907(NAD 83)
 RP0413
 RP0413_MARKER: DB = BENCH MARK DISK
 RP0413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0413_SP_SET: BRIDGE ABUTMENT
 RP0413_STAMPING: 1480 L 1968
 RP0413_MARK LOGO: MNDT  
 RP0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0413+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0413
 RP0413  HISTORY     - Date     Condition        Report By
 RP0413  HISTORY     - 1968     MONUMENTED       MNHD
 RP0413  HISTORY     - 19940809 GOOD             MNDT
 RP0413  HISTORY     - 20000404 GOOD             MNDT
 RP0413  HISTORY     - 20080408 MARK NOT FOUND   MNDT
 RP0413
 RP0413                          STATION DESCRIPTION
 RP0413
 RP0413'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0413'4.0 MI E FROM MOORHEAD.
 RP0413'MARK IS LOCATED IN THE NW 1/4, SECTION 20, T 139N, R 47W AT THE
 RP0413'INTERCHANGE OF COUNTY ROAD NO. 11 AND F.A.I. 94.  MARK IS A STANDARD
 RP0413'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 L 1968, SET IN THE
 RP0413'SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 14801).
 RP0413
 RP0413                          STATION RECOVERY (1994)
 RP0413
 RP0413'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 RP0413'4 MI (6.4 KM) EAST OF MOORHEAD, IN ABUT AT SE COR OF FAI 94 BRDG NO
 RP0413'14801 UNDER CO RD 11, AT JCT OF FAI 94 AND CO RD 11, AT FAI 94 MP 6.1,
 RP0413'19.6 FT (6.0 M) EAST OF CO RD 11, 3.2 FT (1.0 M) EAST OF BACK OF
 RP0413'GUARDRAIL.
 RP0413
 RP0413                          STATION RECOVERY (2000)
 RP0413
 RP0413'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 RP0413'RECOVERED AS DESCRIBED.
 RP0413
 RP0413                          STATION RECOVERY (2008)
 RP0413
 RP0413'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0413'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0409 ***********************************************************************
 RP0409  DESIGNATION -  1480 M
 RP0409  PID         -  RP0409
 RP0409  STATE/COUNTY-  MN/CLAY
 RP0409  COUNTRY     -  US
 RP0409  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0409
 RP0409                         *CURRENT SURVEY CONTROL
 RP0409  ______________________________________________________________________
 RP0409* NAD 83(1986) POSITION- 46 50 03.     (N) 096 37 14.     (W)   SCALED    
 RP0409* NAVD 88 ORTHO HEIGHT -   281.460  (meters)     923.42  (feet) ADJUSTED  
 RP0409  ______________________________________________________________________
 RP0409  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 RP0409  DYNAMIC HEIGHT  -        281.481 (meters)      923.49  (feet) COMP
 RP0409  MODELED GRAVITY -    980,683.2   (mgal)                       NAVD 88
 RP0409
 RP0409  VERT ORDER      -  SECOND    CLASS I
 RP0409
 RP0409.The horizontal coordinates were scaled from a topographic map and have
 RP0409.an estimated accuracy of +/- 6 seconds.
 RP0409.
 RP0409.The orthometric height was determined by differential leveling and
 RP0409.adjusted in June 1991.
 RP0409
 RP0409.Photographs are available for this station.
 RP0409
 RP0409.The dynamic height is computed by dividing the NAVD 88
 RP0409.geopotential number by the normal gravity value computed on the
 RP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0409.degrees latitude (g = 980.6199 gals.).
 RP0409
 RP0409.The modeled gravity was interpolated from observed gravity values.
 RP0409
 RP0409;                    North         East    Units  Estimated Accuracy
 RP0409;SPC MN C     -   306,570.      619,180.      MT  (+/- 180 meters Scaled)
 RP0409
 RP0409                          SUPERSEDED SURVEY CONTROL
 RP0409
 RP0409  NGVD 29 (??/??/92)  281.185  (m)          922.52   (f) ADJ UNCH    2 0
 RP0409
 RP0409.Superseded values are not recommended for survey control.
 RP0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0409.See file dsdata.txt to determine how the superseded data were derived.
 RP0409
 RP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS814894(NAD 83)
 RP0409
 RP0409_MARKER: DB = BENCH MARK DISK
 RP0409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0409_SP_SET: BRIDGE ABUTMENT
 RP0409_STAMPING: 1480 M 1968
 RP0409_MARK LOGO: MNHD  
 RP0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0409+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0409
 RP0409  HISTORY     - Date     Condition        Report By
 RP0409  HISTORY     - 1968     MONUMENTED       MNHD
 RP0409  HISTORY     - 20080408 GOOD             MNDT
 RP0409
 RP0409                          STATION DESCRIPTION
 RP0409
 RP0409'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0409'2.5 MI SW FROM GLYNDON.
 RP0409'MARK IS LOCATED AT F.A.I. 94 OVER SOUTH BRANCH OF THE BUFFALO RIVER.
 RP0409'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 1480 M
 RP0409'1968 SET IN THE SOUTHWEST CORNER ABUTMENT OF BRIDGE NO. 14804.  S 1/4
 RP0409'SECTION 21, T 139N, R 47W.
 RP0409
 RP0409                          STATION RECOVERY (2008)
 RP0409
 RP0409'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0409'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0409'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF GLYNDON, AT TRUNK HIGHWAY 94
 RP0409'MILE POINT 7.9, IN SOUTHWEST ABUTMENT OF INTERSTATE HIGHWAY 94 BRIDGE
 RP0409'14804 OVER SOUTH BRANCH OF BUFFALO RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0408 ***********************************************************************
 RP0408  DESIGNATION -  1480 N
 RP0408  PID         -  RP0408
 RP0408  STATE/COUNTY-  MN/CLAY
 RP0408  COUNTRY     -  US
 RP0408  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0408
 RP0408                         *CURRENT SURVEY CONTROL
 RP0408  ______________________________________________________________________
 RP0408* NAD 83(1986) POSITION- 46 49 32.     (N) 096 36 36.     (W)   SCALED    
 RP0408* NAVD 88 ORTHO HEIGHT -   281.270  (meters)     922.80  (feet) ADJUSTED  
 RP0408  ______________________________________________________________________
 RP0408  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 RP0408  DYNAMIC HEIGHT  -        281.291 (meters)      922.87  (feet) COMP
 RP0408  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 RP0408
 RP0408  VERT ORDER      -  SECOND    CLASS 0
 RP0408
 RP0408.The horizontal coordinates were scaled from a topographic map and have
 RP0408.an estimated accuracy of +/- 6 seconds.
 RP0408.
 RP0408.The orthometric height was determined by differential leveling and
 RP0408.adjusted in June 1991.
 RP0408
 RP0408.Photographs are available for this station.
 RP0408
 RP0408.The dynamic height is computed by dividing the NAVD 88
 RP0408.geopotential number by the normal gravity value computed on the
 RP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0408.degrees latitude (g = 980.6199 gals.).
 RP0408
 RP0408.The modeled gravity was interpolated from observed gravity values.
 RP0408
 RP0408;                    North         East    Units  Estimated Accuracy
 RP0408;SPC MN C     -   305,590.      619,960.      MT  (+/- 180 meters Scaled)
 RP0408
 RP0408                          SUPERSEDED SURVEY CONTROL
 RP0408
 RP0408  NGVD 29 (??/??/92)  280.995  (m)          921.90   (f) ADJ UNCH    2 0
 RP0408
 RP0408.Superseded values are not recommended for survey control.
 RP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0408.See file dsdata.txt to determine how the superseded data were derived.
 RP0408
 RP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS822885(NAD 83)
 RP0408
 RP0408_MARKER: I = METAL ROD
 RP0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RP0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0408_STAMPING: 1480 N 1968
 RP0408_MARK LOGO: MNHD  
 RP0408_PROJECTION: FLUSH
 RP0408_MAGNETIC: P = MARKER IS A STEEL PIPE
 RP0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0408
 RP0408  HISTORY     - Date     Condition        Report By
 RP0408  HISTORY     - 1968     MONUMENTED       MNDT
 RP0408  HISTORY     - 20080410 GOOD             MNDT
 RP0408
 RP0408                          STATION DESCRIPTION
 RP0408
 RP0408'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0408'3.0 MI SSW FROM GLYNDON.
 RP0408'MARK IS LOCATED ABOUT 3.0 MILES SOUTH-SOUTHWEST OF GLYNDON ALONG
 RP0408'F.A.I. 94 R/W.  MARK IS A STANDARD FROST FREE MONUMENT STAMPED 1480 N
 RP0408'1968 ON THE CAP.  (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD
 RP0408'INSIDE THE CASING).  MARK IS 100 FEET NORTH OF F.A.I. 94 WEST BOUND
 RP0408'(STA. 757+40), 1.0 FOOT SOUTH OF A DEAD-END BARRICADE ACROSS COUNTY
 RP0408'ROAD NO. 68, 5.0 FEET WEST OF A STEEL WITNESS POST, AND PROJECTS ABOUT
 RP0408'10 FEET ABOVE GROUND.  SW 1/4 SECTION 27, T 139N, R 47W.
 RP0408
 RP0408                          STATION RECOVERY (2008)
 RP0408
 RP0408'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0408'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHEAST OF DILWORTH,
 RP0408'3.8 MI (6.1 KM) NORTH-NORTHEAST OF SABIN AND 3.7 MI (6.0 KM)
 RP0408'SOUTH-SOUTHWEST OF GLYNDON.
 RP0408' 
 RP0408'TO REACH TO THE MARK GO 100 FT (30.5 M) NORTH OF WESTBOUND INTERSTATE
 RP0408'HIGHWAY 94, AT INTERSTATE HIGHWAY 94 STATION 757+40 AND MILE POINT
 RP0408'8.7, 12.0 FT (3.7 M) SOUTH OF EAST BARRICADE ACROSS COUNTY ROAD 68,
 RP0408'5.0 FT (1.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0407 ***********************************************************************
 RP0407  DESIGNATION -  1480 P
 RP0407  PID         -  RP0407
 RP0407  STATE/COUNTY-  MN/CLAY
 RP0407  COUNTRY     -  US
 RP0407  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0407
 RP0407                         *CURRENT SURVEY CONTROL
 RP0407  ______________________________________________________________________
 RP0407* NAD 83(1986) POSITION- 46 48 23.     (N) 096 35 17.     (W)   SCALED    
 RP0407* NAVD 88 ORTHO HEIGHT -   289.178  (meters)     948.74  (feet) ADJUSTED  
 RP0407  ______________________________________________________________________
 RP0407  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 RP0407  DYNAMIC HEIGHT  -        289.199 (meters)      948.81  (feet) COMP
 RP0407  MODELED GRAVITY -    980,677.3   (mgal)                       NAVD 88
 RP0407
 RP0407  VERT ORDER      -  SECOND    CLASS I
 RP0407
 RP0407.The horizontal coordinates were scaled from a topographic map and have
 RP0407.an estimated accuracy of +/- 6 seconds.
 RP0407.
 RP0407.The orthometric height was determined by differential leveling and
 RP0407.adjusted in April 2011.
 RP0407
 RP0407.Photographs are available for this station.
 RP0407
 RP0407.The dynamic height is computed by dividing the NAVD 88
 RP0407.geopotential number by the normal gravity value computed on the
 RP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0407.degrees latitude (g = 980.6199 gals.).
 RP0407
 RP0407.The modeled gravity was interpolated from observed gravity values.
 RP0407
 RP0407;                    North         East    Units  Estimated Accuracy
 RP0407;SPC MN C     -   303,410.      621,570.      MT  (+/- 180 meters Scaled)
 RP0407
 RP0407                          SUPERSEDED SURVEY CONTROL
 RP0407
 RP0407  NAVD 88 (06/15/91)  289.192  (m)          948.79   (f) SUPERSEDED  2 0
 RP0407  NGVD 29 (??/??/92)  288.911  (m)          947.87   (f) ADJ UNCH    2 0
 RP0407
 RP0407.Superseded values are not recommended for survey control.
 RP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0407.See file dsdata.txt to determine how the superseded data were derived.
 RP0407
 RP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS840864(NAD 83)
 RP0407
 RP0407_MARKER: DB = BENCH MARK DISK
 RP0407_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0407_SP_SET: BRIDGE ABUTMENT
 RP0407_STAMPING: 1480 P 1969
 RP0407_MARK LOGO: MNHD  
 RP0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0407+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0407
 RP0407  HISTORY     - Date     Condition        Report By
 RP0407  HISTORY     - 1969     MONUMENTED       MNDT
 RP0407  HISTORY     - 20080408 GOOD             MNDT
 RP0407
 RP0407                          STATION DESCRIPTION
 RP0407
 RP0407'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0407'4.0 MI S FROM GLYNDON.
 RP0407'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 14802, COUNTY
 RP0407'ROAD 17 OVER I-94, 6 MILES NORTHWEST OF DOWNER.  SECTION SW 1/4 35, T
 RP0407'139N, R 47W.
 RP0407
 RP0407                          STATION RECOVERY (2008)
 RP0407
 RP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0403 ***********************************************************************
 RP0403  DESIGNATION -  1480 P 1
 RP0403  PID         -  RP0403
 RP0403  STATE/COUNTY-  MN/CLAY
 RP0403  COUNTRY     -  US
 RP0403  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0403
 RP0403                         *CURRENT SURVEY CONTROL
 RP0403  ______________________________________________________________________
 RP0403* NAD 83(1986) POSITION- 46 48 14.     (N) 096 35 09.     (W)   SCALED    
 RP0403* NAVD 88 ORTHO HEIGHT -   283.836  (meters)     931.22  (feet) ADJUSTED  
 RP0403  ______________________________________________________________________
 RP0403  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 RP0403  DYNAMIC HEIGHT  -        283.856 (meters)      931.28  (feet) COMP
 RP0403  MODELED GRAVITY -    980,676.8   (mgal)                       NAVD 88
 RP0403
 RP0403  VERT ORDER      -  SECOND    CLASS I
 RP0403
 RP0403.The horizontal coordinates were scaled from a topographic map and have
 RP0403.an estimated accuracy of +/- 6 seconds.
 RP0403.
 RP0403.The orthometric height was determined by differential leveling and
 RP0403.adjusted in April 2011.
 RP0403
 RP0403.Photographs are available for this station.
 RP0403
 RP0403.The dynamic height is computed by dividing the NAVD 88
 RP0403.geopotential number by the normal gravity value computed on the
 RP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0403.degrees latitude (g = 980.6199 gals.).
 RP0403
 RP0403.The modeled gravity was interpolated from observed gravity values.
 RP0403
 RP0403;                    North         East    Units  Estimated Accuracy
 RP0403;SPC MN C     -   303,130.      621,730.      MT  (+/- 180 meters Scaled)
 RP0403
 RP0403                          SUPERSEDED SURVEY CONTROL
 RP0403
 RP0403  NAVD 88 (06/15/91)  283.846  (m)          931.25   (f) SUPERSEDED  2 0
 RP0403  NGVD 29 (??/??/92)  283.570  (m)          930.35   (f) ADJ UNCH    2 0
 RP0403
 RP0403.Superseded values are not recommended for survey control.
 RP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0403.See file dsdata.txt to determine how the superseded data were derived.
 RP0403
 RP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS842862(NAD 83)
 RP0403
 RP0403_MARKER: DB = BENCH MARK DISK
 RP0403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0403_SP_SET: BOX CULVERT HEADWALL
 RP0403_STAMPING: 1480 P 1 1968
 RP0403_MARK LOGO: MNHD  
 RP0403_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0403+STABILITY: SURFACE MOTION
 RP0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0403+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0403
 RP0403  HISTORY     - Date     Condition        Report By
 RP0403  HISTORY     - 1968     MONUMENTED       MNDT
 RP0403  HISTORY     - 20080408 GOOD             MNDT
 RP0403
 RP0403                          STATION DESCRIPTION
 RP0403
 RP0403'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0403'5.0 MI S FROM GLYNDON.
 RP0403'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1480 P1
 RP0403'1968 SET IN THE SOUTHWEST CORNER HEADWALL OF A BOX CULVERT, 35 FEET
 RP0403'WEST OF F.A.I. 94 EASBOUND (STA. 856+80).  NW 1/4 SECTION 2, T 138N, R
 RP0403'47W.  NOTE-- MARK IS LOCATED OVER A DRAINAGE DITCH.
 RP0403
 RP0403                          STATION RECOVERY (2008)
 RP0403
 RP0403'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0403'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0402 ***********************************************************************
 RP0402  DESIGNATION -  1480 Q
 RP0402  PID         -  RP0402
 RP0402  STATE/COUNTY-  MN/CLAY
 RP0402  COUNTRY     -  US
 RP0402  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0402
 RP0402                         *CURRENT SURVEY CONTROL
 RP0402  ______________________________________________________________________
 RP0402* NAD 83(1986) POSITION- 46 47 24.     (N) 096 34 03.     (W)   SCALED    
 RP0402* NAVD 88 ORTHO HEIGHT -   284.343  (meters)     932.88  (feet) ADJUSTED  
 RP0402  ______________________________________________________________________
 RP0402  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 RP0402  DYNAMIC HEIGHT  -        284.363 (meters)      932.95  (feet) COMP
 RP0402  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 RP0402
 RP0402  VERT ORDER      -  SECOND    CLASS I
 RP0402
 RP0402.The horizontal coordinates were scaled from a topographic map and have
 RP0402.an estimated accuracy of +/- 6 seconds.
 RP0402.
 RP0402.The orthometric height was determined by differential leveling and
 RP0402.adjusted in April 2011.
 RP0402
 RP0402.Photographs are available for this station.
 RP0402
 RP0402.The dynamic height is computed by dividing the NAVD 88
 RP0402.geopotential number by the normal gravity value computed on the
 RP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0402.degrees latitude (g = 980.6199 gals.).
 RP0402
 RP0402.The modeled gravity was interpolated from observed gravity values.
 RP0402
 RP0402;                    North         East    Units  Estimated Accuracy
 RP0402;SPC MN C     -   301,540.      623,080.      MT  (+/- 180 meters Scaled)
 RP0402
 RP0402                          SUPERSEDED SURVEY CONTROL
 RP0402
 RP0402  NAVD 88 (06/15/91)  284.375  (m)          932.99   (f) SUPERSEDED  2 0
 RP0402  NGVD 29 (??/??/92)  284.099  (m)          932.08   (f) ADJ UNCH    2 0
 RP0402
 RP0402.Superseded values are not recommended for survey control.
 RP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0402.See file dsdata.txt to determine how the superseded data were derived.
 RP0402
 RP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS856847(NAD 83)
 RP0402
 RP0402_MARKER: DB = BENCH MARK DISK
 RP0402_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0402_SP_SET: BOX CULVERT
 RP0402_STAMPING: 1480 Q 1968
 RP0402_MARK LOGO: MNHD  
 RP0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0402+STABILITY: SURFACE MOTION
 RP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0402+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0402
 RP0402  HISTORY     - Date     Condition        Report By
 RP0402  HISTORY     - 1968     MONUMENTED       MNDT
 RP0402  HISTORY     - 20080408 GOOD             MNDT
 RP0402
 RP0402                          STATION DESCRIPTION
 RP0402
 RP0402'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0402'4.0 MI ENE FROM SABIN.
 RP0402'MARK IS LOCATED ABOUT 4.0 MILES EAST-NORTHEAST OF SABIN AND ALONG
 RP0402'F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RP0402'STAMPED 1480 Q 1968, SET IN THE SOUTHWEST CORNER OF A BOX CULVERT, 35
 RP0402'FEET WEST OF F.A.I. 94 EAST BOUND (STA. 925+25), NEAR COUNTY ROAD NO.
 RP0402'71 (DEAD END).  NW 1/4 SECTION 12, T 138N, R 47W.
 RP0402
 RP0402                          STATION RECOVERY (2008)
 RP0402
 RP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0396 ***********************************************************************
 RP0396  DESIGNATION -  1480 R RESET
 RP0396  PID         -  RP0396
 RP0396  STATE/COUNTY-  MN/CLAY
 RP0396  COUNTRY     -  US
 RP0396  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0396
 RP0396                         *CURRENT SURVEY CONTROL
 RP0396  ______________________________________________________________________
 RP0396* NAD 83(1986) POSITION- 46 46 01.39   (N) 096 31 34.12   (W)   HD_HELD1  
 RP0396* NAVD 88 ORTHO HEIGHT -   286.695  (meters)     940.60  (feet) ADJUSTED  
 RP0396  ______________________________________________________________________
 RP0396  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 RP0396  DYNAMIC HEIGHT  -        286.714 (meters)      940.66  (feet) COMP
 RP0396  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 RP0396
 RP0396  VERT ORDER      -  SECOND    CLASS I
 RP0396
 RP0396.The horizontal coordinates were established by differentially corrected
 RP0396.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0396.
 RP0396.The orthometric height was determined by differential leveling and
 RP0396.adjusted in June 1991.
 RP0396
 RP0396.Photographs are available for this station.
 RP0396
 RP0396.The dynamic height is computed by dividing the NAVD 88
 RP0396.geopotential number by the normal gravity value computed on the
 RP0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0396.degrees latitude (g = 980.6199 gals.).
 RP0396
 RP0396.The modeled gravity was interpolated from observed gravity values.
 RP0396
 RP0396;                    North         East    Units  Estimated Accuracy
 RP0396;SPC MN C     -   298,902.6     626,167.1     MT  (+/- 3 meters HH1 GPS) 
 RP0396
 RP0396                          SUPERSEDED SURVEY CONTROL
 RP0396
 RP0396  NGVD 29 (??/??/92)  286.421  (m)          939.70   (f) ADJ UNCH    2 0
 RP0396
 RP0396.Superseded values are not recommended for survey control.
 RP0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0396.See file dsdata.txt to determine how the superseded data were derived.
 RP0396
 RP0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8888882249(NAD 83)
 RP0396
 RP0396_MARKER: DB = BENCH MARK DISK
 RP0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0396_SP_SET: MONUMENT
 RP0396_STAMPING: 1480 R 1968
 RP0396_MARK LOGO: MNHD  
 RP0396_PROJECTION: RECESSED 5 CENTIMETERS
 RP0396_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0396+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 RP0396
 RP0396  HISTORY     - Date     Condition        Report By
 RP0396  HISTORY     - 1968     MONUMENTED       MNHD
 RP0396  HISTORY     - 1969     GOOD             MNDT
 RP0396  HISTORY     - 20050414 GOOD             MNDT
 RP0396  HISTORY     - 20080408 GOOD             MNDT
 RP0396
 RP0396                          STATION DESCRIPTION
 RP0396
 RP0396'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0396'2.0 MI NW FROM DOWNER.
 RP0396'LOCATED NEAR THE NW CORNER OF 20, T 138N, R 46W.  ABOUT 1.0 MILE NORTH
 RP0396'OF THE JUNCTION OF COUNTY ROAD 10 AND FAI 94, 98 FEET NORTH OF FAI 94
 RP0396'WESTBOUND CENTER LINE, STATION 1059+77, 1 FOOT SOUTH OF A STEEL
 RP0396'WITNESS POST AND PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 RP0396
 RP0396                          STATION RECOVERY (2005)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0396'MARK WAS RECOVERED IN GOOD CONDITION.
 RP0396
 RP0396                          STATION RECOVERY (2008)
 RP0396
 RP0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0396'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0396'THE MARK IS 2 MI (3.2 KM) NORTHWEST OF DOWNER, 1.0 MI (1.6 KM) NORTH
 RP0396'OF THE JUNCTION OF COUNTY ROAD 10 AND INTERSTATE HIGHWAY 94, AT
 RP0396'INTERSTATE HIGHWAY 94 MILE POINT 14.35.
 RP0396' 
 RP0396'IT IS 98 FT (29.9 M) NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1.0 FT
 RP0396'(0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0394 ***********************************************************************
 RP0394  DESIGNATION -  1480 S
 RP0394  PID         -  RP0394
 RP0394  STATE/COUNTY-  MN/CLAY
 RP0394  COUNTRY     -  US
 RP0394  USGS QUAD   -  GLYNDON SOUTH (1964)
 RP0394
 RP0394                         *CURRENT SURVEY CONTROL
 RP0394  ______________________________________________________________________
 RP0394* NAD 83(1986) POSITION- 46 45 15.96   (N) 096 31 16.43   (W)   HD_HELD1  
 RP0394* NAVD 88 ORTHO HEIGHT -   294.425  (meters)     965.96  (feet) ADJUSTED  
 RP0394  ______________________________________________________________________
 RP0394  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 RP0394  DYNAMIC HEIGHT  -        294.446 (meters)      966.03  (feet) COMP
 RP0394  MODELED GRAVITY -    980,675.2   (mgal)                       NAVD 88
 RP0394
 RP0394  VERT ORDER      -  SECOND    CLASS I
 RP0394
 RP0394.The horizontal coordinates were established by differentially corrected
 RP0394.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0394.
 RP0394.The orthometric height was determined by differential leveling and
 RP0394.adjusted in September 2006.
 RP0394
 RP0394.Photographs are available for this station.
 RP0394
 RP0394.The dynamic height is computed by dividing the NAVD 88
 RP0394.geopotential number by the normal gravity value computed on the
 RP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0394.degrees latitude (g = 980.6199 gals.).
 RP0394
 RP0394.The modeled gravity was interpolated from observed gravity values.
 RP0394
 RP0394;                    North         East    Units  Estimated Accuracy
 RP0394;SPC MN C     -   297,489.6     626,502.1     MT  (+/- 3 meters HH1 GPS) 
 RP0394
 RP0394                          SUPERSEDED SURVEY CONTROL
 RP0394
 RP0394  NAVD 88 (06/15/91)  294.443  (m)          966.02   (f) SUPERSEDED  2 0
 RP0394  NGVD 29 (??/??/92)  294.169  (m)          965.12   (f) ADJ UNCH    2 0
 RP0394
 RP0394.Superseded values are not recommended for survey control.
 RP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0394.See file dsdata.txt to determine how the superseded data were derived.
 RP0394
 RP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8930880859(NAD 83)
 RP0394
 RP0394_MARKER: DB = BENCH MARK DISK
 RP0394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0394_SP_SET: BRIDGE ABUTMENT
 RP0394_STAMPING: 1480 S 1968
 RP0394_MARK LOGO: MNHD  
 RP0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0394+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0394
 RP0394  HISTORY     - Date     Condition        Report By
 RP0394  HISTORY     - 1968     MONUMENTED       MNHD
 RP0394  HISTORY     - 20050414 GOOD             MNDT
 RP0394  HISTORY     - 20080409 GOOD             MNDT
 RP0394  HISTORY     - 20100519 GOOD             MNDT
 RP0394
 RP0394                          STATION DESCRIPTION
 RP0394
 RP0394'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0394'1.9 MI W FROM DOWNER.
 RP0394'MARK IS LOCATED ABOUT 1.9 MILES WEST OF DOWNER AT THE INTERCHANGE OF
 RP0394'COUNTY ROAD NO. 10 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RP0394'HIGHWAY DEPARTMENT DISK, STAMPED 1480-S 1968, SET IN THE SOUTHEAST
 RP0394'CORNER ABUTMENT BRIDGE NO. 14805.  SW 1/4 SECTION 20, T 138N, R 46W.
 RP0394
 RP0394                          STATION RECOVERY (2005)
 RP0394
 RP0394'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0394'MARK WAS RECOVERED IN GOOD CONDITION.
 RP0394
 RP0394                          STATION RECOVERY (2008)
 RP0394
 RP0394'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0394'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RP0394'THE MARK IS 1.9 MI (3.1 KM) WEST OF DOWNER, AT THE JUNCTION OF COUNTY
 RP0394'ROAD 10 AND INTERSTATE HIGHWAY 94, IN SOUTHEAST ABUTMENT OF BRIDGE
 RP0394'14805, AT INTERSTATE HIGHWAY 94 MILE POINT 15.20, 25 FT (7.6 M) SOUTH
 RP0394'OF COUNTY ROAD 10.
 RP0394
 RP0394                          STATION RECOVERY (2010)
 RP0394
 RP0394'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0393 ***********************************************************************
 RP0393  DESIGNATION -  1480 T
 RP0393  PID         -  RP0393
 RP0393  STATE/COUNTY-  MN/CLAY
 RP0393  COUNTRY     -  US
 RP0393  USGS QUAD   -  BAKER (1979)
 RP0393
 RP0393                         *CURRENT SURVEY CONTROL
 RP0393  ______________________________________________________________________
 RP0393* NAD 83(1986) POSITION- 46 44 20.85   (N) 096 30 56.99   (W)   HD_HELD1  
 RP0393* NAVD 88 ORTHO HEIGHT -   287.809  (meters)     944.25  (feet) ADJUSTED  
 RP0393  ______________________________________________________________________
 RP0393  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 RP0393  DYNAMIC HEIGHT  -        287.830 (meters)      944.32  (feet) COMP
 RP0393  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 RP0393
 RP0393  VERT ORDER      -  SECOND    CLASS I
 RP0393
 RP0393.The horizontal coordinates were established by differentially corrected
 RP0393.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0393.
 RP0393.The orthometric height was determined by differential leveling and
 RP0393.adjusted in June 1991.
 RP0393
 RP0393.Photographs are available for this station.
 RP0393
 RP0393.The dynamic height is computed by dividing the NAVD 88
 RP0393.geopotential number by the normal gravity value computed on the
 RP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0393.degrees latitude (g = 980.6199 gals.).
 RP0393
 RP0393.The modeled gravity was interpolated from observed gravity values.
 RP0393
 RP0393;                    North         East    Units  Estimated Accuracy
 RP0393;SPC MN C     -   295,776.8     626,865.8     MT  (+/- 3 meters HH1 GPS) 
 RP0393
 RP0393                          SUPERSEDED SURVEY CONTROL
 RP0393
 RP0393  NGVD 29 (??/??/92)  287.537  (m)          943.36   (f) ADJ UNCH    2 0
 RP0393
 RP0393.Superseded values are not recommended for survey control.
 RP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0393.See file dsdata.txt to determine how the superseded data were derived.
 RP0393
 RP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS8977479171(NAD 83)
 RP0393
 RP0393_MARKER: I = METAL ROD
 RP0393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RP0393_SP_SET: MONUMENT
 RP0393_STAMPING: 1480 T 1968
 RP0393_MARK LOGO: MNHD  
 RP0393_PROJECTION: FLUSH
 RP0393_MAGNETIC: I = MARKER IS A STEEL ROD
 RP0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0393+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0393
 RP0393  HISTORY     - Date     Condition        Report By
 RP0393  HISTORY     - 1968     MONUMENTED       MNHD
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20050414 GOOD             MNDT
 RP0393  HISTORY     - 20080408 GOOD             MNDT
 RP0393  HISTORY     - 20100519 GOOD             MNDT
 RP0393
 RP0393                          STATION DESCRIPTION
 RP0393
 RP0393'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0393'1.8 MI W FROM DOWNER.
 RP0393'MARK IS LOCATED ABOUT 0.7 MILES SOUTH OF CSAH 10, AND 1.5 MILES WEST
 RP0393'OF T.H. 9.  MARK IS A STANDARD FROST FREE MONUMENT STAMPED 1480 T 1968
 RP0393'ON THE CAP (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD INSIDE THE
 RP0393'CASING).  MARK IS 98 FEET SOUTHWEST OF F.A.I. 94 EAST BOUND (STA.
 RP0393'1167+00), 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST AND PROJECTING
 RP0393'ABOUT 6 INCHES ABOVE GROUND.  NEAR CENTER SECTION 29, T 138N, R 46W.
 RP0393
 RP0393                          STATION RECOVERY (2005)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0393'1.8 MILES WEST OF DOWNER, 1.2 MILES SOUTH OF COUNTY ROAD 10, 1.5 MILES
 RP0393'WEST OF TRUNK HIGHWAY 9, AT INTERSTATE HIGHWAY 94 MILEPOINT 16.55, AT
 RP0393'INTERSTATE HIGHWAY 94 STATION 1167+00, 98 FEET SOUTHWEST OF EASTBOUND
 RP0393'INTERSTATE HIGHWAY 94, 1.0 FEET SOUTHWEST OF WITNESS POST.
 RP0393
 RP0393                          STATION RECOVERY (2005)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0393'MARK WAS RECOVERED IN GOOD CONDITION.
 RP0393
 RP0393                          STATION RECOVERY (2005)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RP0393'1.8 MILES WEST OF DOWNER, 1.2 MILES SOUTH OF COUNTY ROAD 10, 1.5 MILES
 RP0393'WEST OF TRUNK HIGHWAY 9, AT INTERSTATE HIGHWAY 94 MILEPOINT 16.55, AT
 RP0393'INTERSTATE HIGHWAY 94 STATION 1167+00, 98 FEET SOUTHWEST OF EASTBOUND
 RP0393'INTERSTATE HIGHWAY 94, 1.0 FEET SOUTHWEST OF WITNESS POST.
 RP0393
 RP0393                          STATION RECOVERY (2008)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 RP0393'RECOVERED AS DESCRIBED.
 RP0393
 RP0393                          STATION RECOVERY (2010)
 RP0393
 RP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0393'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0102 ***********************************************************************
 RP0102  DESIGNATION -  1480 U
 RP0102  PID         -  RP0102
 RP0102  STATE/COUNTY-  MN/CLAY
 RP0102  COUNTRY     -  US
 RP0102  USGS QUAD   -  BARNESVILLE (1981)
 RP0102
 RP0102                         *CURRENT SURVEY CONTROL
 RP0102  ______________________________________________________________________
 RP0102* NAD 83(1986) POSITION- 46 43 28.0    (N) 096 29 20.0    (W)   HD_HELD2  
 RP0102* NAVD 88 ORTHO HEIGHT -   290.698  (meters)     953.73  (feet) ADJUSTED  
 RP0102  ______________________________________________________________________
 RP0102  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 RP0102  DYNAMIC HEIGHT  -        290.721 (meters)      953.81  (feet) COMP
 RP0102  MODELED GRAVITY -    980,684.7   (mgal)                       NAVD 88
 RP0102
 RP0102  VERT ORDER      -  SECOND    CLASS I
 RP0102
 RP0102.The horizontal coordinates were established by autonomous hand held GPS
 RP0102.observations and have an estimated accuracy of +/- 10 meters.
 RP0102.
 RP0102.The orthometric height was determined by differential leveling and
 RP0102.adjusted in May 2012.
 RP0102
 RP0102.The dynamic height is computed by dividing the NAVD 88
 RP0102.geopotential number by the normal gravity value computed on the
 RP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0102.degrees latitude (g = 980.6199 gals.).
 RP0102
 RP0102.The modeled gravity was interpolated from observed gravity values.
 RP0102
 RP0102;                    North         East    Units  Estimated Accuracy
 RP0102;SPC MN C     -   294,087.      628,878.      MT  (+/- 10 meters HH2 GPS)
 RP0102
 RP0102                          SUPERSEDED SURVEY CONTROL
 RP0102
 RP0102  NAVD 88 (06/15/91)  290.741  (m)          953.87   (f) SUPERSEDED  2 0
 RP0102  NGVD 29 (??/??/92)  290.472  (m)          952.99   (f) ADJ UNCH    2 0
 RP0102
 RP0102.Superseded values are not recommended for survey control.
 RP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0102.See file dsdata.txt to determine how the superseded data were derived.
 RP0102
 RP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9188477605(NAD 83)
 RP0102
 RP0102_MARKER: DB = BENCH MARK DISK
 RP0102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RP0102_SP_SET: BOX CULVERT HEADWALL
 RP0102_STAMPING: 1480 U 1968
 RP0102_MARK LOGO: MNHD  
 RP0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0102+STABILITY: SURFACE MOTION
 RP0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0102+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0102
 RP0102  HISTORY     - Date     Condition        Report By
 RP0102  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0102  HISTORY     - 20100519 GOOD             MNDT
 RP0102
 RP0102                          STATION DESCRIPTION
 RP0102
 RP0102'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0102'2.0 MI S FROM DOWNER.
 RP0102'MARK IS LOCATED AT A DRAINAGE DITCH, ABOUT 2.0 MILES SOUTH OF DOWNER.
 RP0102'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1480-U
 RP0102'1968, SET IN THE SOUTHEAST CORNER HEADWALL OF A BOX CULVERT.  MARK IS
 RP0102'35 FEET EAST OF F.A.I. 94 WEST BOUND CENTERLINE (STA. 1215+85).  NEAR
 RP0102'CENTER SECTION 33, T138N, R46W.
 RP0102
 RP0102                          STATION RECOVERY (2010)
 RP0102
 RP0102'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0102'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF DOWNER.
 RP0102' 
 RP0102'ALONG INTERSTATE HIGHWAY 94 TO MILE POINT 17.8.
 RP0102' 
 RP0102'IT IS IN SOUTHEAST HEADWALL OF WESTBOUND INTERSTATE HIGHWAY 94 BOX
 RP0102'CULVERT AT DITCH, 35 FT (10.7 M) EAST OF WESTBOUND INTERSTATE HIGHWAY
 RP0102'94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0101 ***********************************************************************
 RP0101  DESIGNATION -  1480 V
 RP0101  PID         -  RP0101
 RP0101  STATE/COUNTY-  MN/CLAY
 RP0101  COUNTRY     -  US
 RP0101  USGS QUAD   -  BARNESVILLE (1981)
 RP0101
 RP0101                         *CURRENT SURVEY CONTROL
 RP0101  ______________________________________________________________________
 RP0101* NAD 83(1986) POSITION- 46 42 35.0    (N) 096 28 16.0    (W)   HD_HELD2  
 RP0101* NAVD 88 ORTHO HEIGHT -   292.632  (meters)     960.08  (feet) ADJUSTED  
 RP0101  ______________________________________________________________________
 RP0101  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 RP0101  DYNAMIC HEIGHT  -        292.656 (meters)      960.16  (feet) COMP
 RP0101  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 RP0101
 RP0101  VERT ORDER      -  SECOND    CLASS I
 RP0101
 RP0101.The horizontal coordinates were established by autonomous hand held GPS
 RP0101.observations and have an estimated accuracy of +/- 10 meters.
 RP0101.
 RP0101.The orthometric height was determined by differential leveling and
 RP0101.adjusted in June 1991.
 RP0101
 RP0101.The dynamic height is computed by dividing the NAVD 88
 RP0101.geopotential number by the normal gravity value computed on the
 RP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0101.degrees latitude (g = 980.6199 gals.).
 RP0101
 RP0101.The modeled gravity was interpolated from observed gravity values.
 RP0101
 RP0101;                    North         East    Units  Estimated Accuracy
 RP0101;SPC MN C     -   292,413.      630,190.      MT  (+/- 10 meters HH2 GPS)
 RP0101
 RP0101                          SUPERSEDED SURVEY CONTROL
 RP0101
 RP0101  NGVD 29 (??/??/92)  292.365  (m)          959.20   (f) ADJ UNCH    2 0
 RP0101
 RP0101.Superseded values are not recommended for survey control.
 RP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0101.See file dsdata.txt to determine how the superseded data were derived.
 RP0101
 RP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9329576013(NAD 83)
 RP0101
 RP0101_MARKER: DB = BENCH MARK DISK
 RP0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RP0101_SP_SET: BOX CULVERT HEADWALL
 RP0101_STAMPING: 1480 V 1968
 RP0101_MARK LOGO: MNHD  
 RP0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0101+STABILITY: SURFACE MOTION
 RP0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0101+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 RP0101
 RP0101  HISTORY     - Date     Condition        Report By
 RP0101  HISTORY     - 1968     MONUMENTED       MNDT
 RP0101  HISTORY     - 20100520 GOOD             MNDT
 RP0101
 RP0101                          STATION DESCRIPTION
 RP0101
 RP0101'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0101'3.5 MI NW FROM BARNESVILLE.
 RP0101'MARK IS LOCATED ABOUT 1.0 MILE WEST OF T.H. NO. 9.  MARK IS A STANDARD
 RP0101'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 1480 V 1968, SET IN THE
 RP0101'SOUTHEAST CORNER OF A DOUBLE BOX CULVERT, 35 FEET NORTH OF F.A.I. 94
 RP0101'WEST BOUND (STA. 1321+80) OVER STONEY CREEK.  NEAR CENTER SECTION 3,
 RP0101'T137N, R46W.
 RP0101
 RP0101                          STATION RECOVERY (2010)
 RP0101
 RP0101'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0101'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0097 ***********************************************************************
 RP0097  DESIGNATION -  1480 W
 RP0097  PID         -  RP0097
 RP0097  STATE/COUNTY-  MN/CLAY
 RP0097  COUNTRY     -  US
 RP0097  USGS QUAD   -  BARNESVILLE (1981)
 RP0097
 RP0097                         *CURRENT SURVEY CONTROL
 RP0097  ______________________________________________________________________
 RP0097* NAD 83(1986) POSITION- 46 41 19.58   (N) 096 26 44.64   (W)   HD_HELD1  
 RP0097* NAVD 88 ORTHO HEIGHT -   297.809  (meters)     977.06  (feet) ADJUSTED  
 RP0097  ______________________________________________________________________
 RP0097  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 RP0097  DYNAMIC HEIGHT  -        297.835 (meters)      977.15  (feet) COMP
 RP0097  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 RP0097
 RP0097  VERT ORDER      -  SECOND    CLASS I
 RP0097
 RP0097.The horizontal coordinates were established by differentially corrected
 RP0097.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RP0097.
 RP0097.The orthometric height was determined by differential leveling and
 RP0097.adjusted in June 1991.
 RP0097
 RP0097.The dynamic height is computed by dividing the NAVD 88
 RP0097.geopotential number by the normal gravity value computed on the
 RP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0097.degrees latitude (g = 980.6199 gals.).
 RP0097
 RP0097.The modeled gravity was interpolated from observed gravity values.
 RP0097
 RP0097;                    North         East    Units  Estimated Accuracy
 RP0097;SPC MN C     -   290,030.9     632,065.5     MT  (+/- 3 meters HH1 GPS) 
 RP0097
 RP0097                          SUPERSEDED SURVEY CONTROL
 RP0097
 RP0097  NGVD 29 (??/??/92)  297.545  (m)          976.20   (f) ADJ UNCH    2 0
 RP0097
 RP0097.Superseded values are not recommended for survey control.
 RP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0097.See file dsdata.txt to determine how the superseded data were derived.
 RP0097
 RP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9531073748(NAD 83)
 RP0097
 RP0097_MARKER: DB = BENCH MARK DISK
 RP0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RP0097_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RP0097_STAMPING: 1480 W 1968
 RP0097_MARK LOGO: MNHD  
 RP0097_PROJECTION: PROJECTING 15 CENTIMETERS
 RP0097_MAGNETIC: P = MARKER IS A STEEL PIPE
 RP0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RP0097+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2010
 RP0097
 RP0097  HISTORY     - Date     Condition        Report By
 RP0097  HISTORY     - 19680401 MONUMENTED       MNHD
 RP0097  HISTORY     - 20100520 GOOD             MNDT
 RP0097
 RP0097                          STATION DESCRIPTION
 RP0097
 RP0097'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0097'2.0 MI NW FROM BARNESVILLE.
 RP0097'MARK IS LOCATED ABOUT 2.0 MILES NORTHWEST OF BARNESVILLE ALONG F.A.I.
 RP0097'94.  MARK IS A STANDARD FROST FREE MONUMENT STAMPED 1480 W 1968 ON THE
 RP0097'CAP (ELEVATION IS ESTABLISHED ON A 3/4 INCH IRON ROD INSIDE THE
 RP0097'CASING).  MARK IS 97 FEET NORTHEAST OF F.A.I. 94 WEST BOUND (STA.
 RP0097'1421+55), 2.0 FEET SOUTH OF THE SOUTH END OF A BARRICADE ACROSS A
 RP0097'COUNTY ROAD (DEAD END), 2.0 FEET NORTH EAST OF A STEEL WITNESS POST
 RP0097'AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  NE 1/4 SECTION 14, T137N,
 RP0097'R46W.
 RP0097
 RP0097                          STATION RECOVERY (2010)
 RP0097
 RP0097'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0097'THE MARK IS 2.0 MI (3.2 KM) NORTHWEST OF BARNESVILLE.
 RP0097' 
 RP0097'97 FT NORTHEAST OF WESTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE
 RP0097'HIGHWAY 94 STATION 1421+55.
 RP0097' 
 RP0097'IT IS 2.0 FT (0.6 M) SOUTH OF SOUTH END OF ROAD BARRICADE, 1.0 FT (0.3
 RP0097'M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0096 ***********************************************************************
 RP0096  DESIGNATION -  1480 X
 RP0096  PID         -  RP0096
 RP0096  STATE/COUNTY-  MN/CLAY
 RP0096  COUNTRY     -  US
 RP0096  USGS QUAD   -  BARNESVILLE (1981)
 RP0096
 RP0096                         *CURRENT SURVEY CONTROL
 RP0096  ______________________________________________________________________
 RP0096* NAD 83(1986) POSITION- 46 40 52.0    (N) 096 26 02.0    (W)   HD_HELD2  
 RP0096* NAVD 88 ORTHO HEIGHT -   310.714  (meters)    1019.40  (feet) ADJUSTED  
 RP0096  ______________________________________________________________________
 RP0096  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 RP0096  DYNAMIC HEIGHT  -        310.740 (meters)     1019.49  (feet) COMP
 RP0096  MODELED GRAVITY -    980,690.7   (mgal)                       NAVD 88
 RP0096
 RP0096  VERT ORDER      -  SECOND    CLASS I
 RP0096
 RP0096.The horizontal coordinates were established by autonomous hand held GPS
 RP0096.observations and have an estimated accuracy of +/- 10 meters.
 RP0096.
 RP0096.The orthometric height was determined by differential leveling and
 RP0096.adjusted in May 2012.
 RP0096
 RP0096.The dynamic height is computed by dividing the NAVD 88
 RP0096.geopotential number by the normal gravity value computed on the
 RP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0096.degrees latitude (g = 980.6199 gals.).
 RP0096
 RP0096.The modeled gravity was interpolated from observed gravity values.
 RP0096
 RP0096;                    North         East    Units  Estimated Accuracy
 RP0096;SPC MN C     -   289,155.      632,948.      MT  (+/- 10 meters HH2 GPS)
 RP0096
 RP0096                          SUPERSEDED SURVEY CONTROL
 RP0096
 RP0096  NAVD 88 (06/15/91)  310.720  (m)         1019.42   (f) SUPERSEDED  2 0
 RP0096  NGVD 29 (??/??/92)  310.455  (m)         1018.55   (f) ADJ UNCH    2 0
 RP0096
 RP0096.Superseded values are not recommended for survey control.
 RP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0096.See file dsdata.txt to determine how the superseded data were derived.
 RP0096
 RP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9624372926(NAD 83)
 RP0096
 RP0096_MARKER: DD = SURVEY DISK
 RP0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RP0096_SP_SET: BRIDGE
 RP0096_STAMPING: 1480 X 1969
 RP0096_MARK LOGO: MNHD  
 RP0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0096+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0096
 RP0096  HISTORY     - Date     Condition        Report By
 RP0096  HISTORY     - 1969     MONUMENTED       MNDT
 RP0096  HISTORY     - 20100519 GOOD             MNDT
 RP0096
 RP0096                          STATION DESCRIPTION
 RP0096
 RP0096'DESCRIBED BY MN DEPT OF TRANSP 1969
 RP0096'2.0 MI N FROM BARNESVILLE.
 RP0096'MARK IS LOCATED NEAR THE CORNER OF BRIDGE 14810 FAI 94 EAST BOUND OVER
 RP0096'THE GREAT NORTHERN RAILROAD.  CENTER OF SECTION 13, T137N, R46W.
 RP0096
 RP0096                          STATION RECOVERY (2010)
 RP0096
 RP0096'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0096'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0091 ***********************************************************************
 RP0091  DESIGNATION -  1480 Y
 RP0091  PID         -  RP0091
 RP0091  STATE/COUNTY-  MN/CLAY
 RP0091  COUNTRY     -  US
 RP0091  USGS QUAD   -  BARNESVILLE (1981)
 RP0091
 RP0091                         *CURRENT SURVEY CONTROL
 RP0091  ______________________________________________________________________
 RP0091* NAD 83(1986) POSITION- 46 40 41.0    (N) 096 25 11.0    (W)   HD_HELD2  
 RP0091* NAVD 88 ORTHO HEIGHT -   314.615  (meters)    1032.20  (feet) ADJUSTED  
 RP0091  ______________________________________________________________________
 RP0091  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 RP0091  DYNAMIC HEIGHT  -        314.642 (meters)     1032.29  (feet) COMP
 RP0091  MODELED GRAVITY -    980,689.2   (mgal)                       NAVD 88
 RP0091
 RP0091  VERT ORDER      -  SECOND    CLASS I
 RP0091
 RP0091.The horizontal coordinates were established by autonomous hand held GPS
 RP0091.observations and have an estimated accuracy of +/- 10 meters.
 RP0091.
 RP0091.The orthometric height was determined by differential leveling and
 RP0091.adjusted in May 2012.
 RP0091
 RP0091.The dynamic height is computed by dividing the NAVD 88
 RP0091.geopotential number by the normal gravity value computed on the
 RP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0091.degrees latitude (g = 980.6199 gals.).
 RP0091
 RP0091.The modeled gravity was interpolated from observed gravity values.
 RP0091
 RP0091;                    North         East    Units  Estimated Accuracy
 RP0091;SPC MN C     -   288,785.      634,022.      MT  (+/- 10 meters HH2 GPS)
 RP0091
 RP0091                          SUPERSEDED SURVEY CONTROL
 RP0091
 RP0091  NAVD 88 (06/15/91)  314.631  (m)         1032.25   (f) SUPERSEDED  2 0
 RP0091  NGVD 29 (??/??/92)  314.366  (m)         1031.38   (f) ADJ UNCH    2 0
 RP0091
 RP0091.Superseded values are not recommended for survey control.
 RP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0091.See file dsdata.txt to determine how the superseded data were derived.
 RP0091
 RP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9733872622(NAD 83)
 RP0091
 RP0091_MARKER: DB = BENCH MARK DISK
 RP0091_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0091_SP_SET: BRIDGE ABUTMENT
 RP0091_STAMPING: 1480 Y 1968
 RP0091_MARK LOGO: MNHD  
 RP0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0091+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0091
 RP0091  HISTORY     - Date     Condition        Report By
 RP0091  HISTORY     - 1968     MONUMENTED       MNDT
 RP0091  HISTORY     - 20100519 GOOD             MNDT
 RP0091
 RP0091                          STATION DESCRIPTION
 RP0091
 RP0091'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0091'1.6 MI N FROM BARNESVILLE.
 RP0091'MARK IS LOCATED ABOUT 1.6 MILES NORTH OF BARNESVILLE AT THE
 RP0091'INTERCHANGE OF T.H. 9 AND F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RP0091'HIGHWAY DEPARTMENT DISK, STAMPED 1480 Y 1968, SET IN THE SOUTHEAST
 RP0091'CORNER ABUTMENT OF BRIDGE NO. 14807. E 1/4 CORNER SECTION 13, T137N,
 RP0091'R46W.
 RP0091
 RP0091                          STATION RECOVERY (2010)
 RP0091
 RP0091'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0082 ***********************************************************************
 RP0082  DESIGNATION -  1480 Z
 RP0082  PID         -  RP0082
 RP0082  STATE/COUNTY-  MN/CLAY
 RP0082  COUNTRY     -  US
 RP0082  USGS QUAD   -  BARNESVILLE (1981)
 RP0082
 RP0082                         *CURRENT SURVEY CONTROL
 RP0082  ______________________________________________________________________
 RP0082* NAD 83(1986) POSITION- 46 39 34.1    (N) 096 23 38.9    (W)   HD_HELD2  
 RP0082* NAVD 88 ORTHO HEIGHT -   324.883  (meters)    1065.89  (feet) ADJUSTED  
 RP0082  ______________________________________________________________________
 RP0082  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 RP0082  DYNAMIC HEIGHT  -        324.908 (meters)     1065.97  (feet) COMP
 RP0082  MODELED GRAVITY -    980,682.7   (mgal)                       NAVD 88
 RP0082
 RP0082  VERT ORDER      -  SECOND    CLASS I
 RP0082
 RP0082.The horizontal coordinates were established by autonomous hand held GPS
 RP0082.observations and have an estimated accuracy of +/- 10 meters.
 RP0082.
 RP0082.The orthometric height was determined by differential leveling and
 RP0082.adjusted in June 1991.
 RP0082
 RP0082.Photographs are available for this station.
 RP0082
 RP0082.The dynamic height is computed by dividing the NAVD 88
 RP0082.geopotential number by the normal gravity value computed on the
 RP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0082.degrees latitude (g = 980.6199 gals.).
 RP0082
 RP0082.The modeled gravity was interpolated from observed gravity values.
 RP0082
 RP0082;                    North         East    Units  Estimated Accuracy
 RP0082;SPC MN C     -   286,667.      635,922.      MT  (+/- 10 meters HH2 GPS)
 RP0082
 RP0082                          SUPERSEDED SURVEY CONTROL
 RP0082
 RP0082  NGVD 29 (??/??/92)  324.619  (m)         1065.02   (f) ADJ UNCH    2 0
 RP0082
 RP0082.Superseded values are not recommended for survey control.
 RP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0082.See file dsdata.txt to determine how the superseded data were derived.
 RP0082
 RP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9936370621(NAD 83)
 RP0082
 RP0082_MARKER: DB = BENCH MARK DISK
 RP0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RP0082_SP_SET: BRIDGE ABUTMENT
 RP0082_STAMPING: 1480 Z 1968
 RP0082_MARK LOGO: MNHD  
 RP0082_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RP0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0082+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2010
 RP0082
 RP0082  HISTORY     - Date     Condition        Report By
 RP0082  HISTORY     - 1968     MONUMENTED       MNHD
 RP0082  HISTORY     - 20050607 GOOD             MNDT
 RP0082  HISTORY     - 20100519 GOOD             MNDT
 RP0082
 RP0082                          STATION DESCRIPTION
 RP0082
 RP0082'DESCRIBED BY MN HIGHWAY DEPT 1968
 RP0082'1.0 MI E FROM BARNESVILLE.
 RP0082'MARK IS LOCATED ABOUT 1.0 MILE EAST OF THE JUNCTION OF T.H. 9, 52, AND
 RP0082'T.H. 34 IN BARNESVILLE AND AT THE INTERCHANGE OF T.H. 34 AND F.A.I.
 RP0082'94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RP0082'1480 Z 1968, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE NO. 14808.
 RP0082'N 1/4 SECTION 29, T137N, R45W.
 RP0082
 RP0082                          STATION RECOVERY (2005)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RP0082'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF DOWNER, 7.3
 RP0082'MI (11.7 KM) NORTH-NORTHWEST OF LAWNDALE AND 1.0 MI (1.6 KM)
 RP0082'EAST-NORTHEAST OF BARNESVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 34 AND
 RP0082'INTERSTATE HIGHWAY 94, IN SOUTHEAST ABUTMENT OF BRIDGE NUMBER 14808
 RP0082'OVER TRUNK HIGHWAY 34.
 RP0082
 RP0082                          STATION RECOVERY (2010)
 RP0082
 RP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BA)
 RP0082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0505 ***********************************************************************
 SH0505  DESIGNATION -  1482.9
 SH0505  PID         -  SH0505
 SH0505  STATE/COUNTY-  MN/ST LOUIS
 SH0505  COUNTRY     -  US
 SH0505  USGS QUAD   -  KANGAS BAY (1986)
 SH0505
 SH0505                         *CURRENT SURVEY CONTROL
 SH0505  ______________________________________________________________________
 SH0505* NAD 83(1986) POSITION- 47 47 26.     (N) 091 50 31.     (W)   SCALED    
 SH0505* NAVD 88 ORTHO HEIGHT -   452.39   (+/-2cm)    1484.2   (feet) VERTCON   
 SH0505  ______________________________________________________________________
 SH0505  GEOID HEIGHT    -        -30.48  (meters)                     GEOID09
 SH0505  VERT ORDER      -  ? (See Below)
 SH0505
 SH0505.The horizontal coordinates were scaled from a topographic map and have
 SH0505.an estimated accuracy of +/- 6 seconds.
 SH0505.
 SH0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 SH0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SH0505
 SH0505.The vertical order pertains to the NGVD 29 superseded value.
 SH0505
 SH0505;                    North         East    Units  Estimated Accuracy
 SH0505;SPC MN N     -   244,240.      894,250.      MT  (+/- 180 meters Scaled)
 SH0505
 SH0505                          SUPERSEDED SURVEY CONTROL
 SH0505
 SH0505  NGVD 29 (??/??/92)  452.157  (m)         1483.45   (f) ADJ UNCH       
 SH0505
 SH0505.Superseded values are not recommended for survey control.
 SH0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0505.See file dsdata.txt to determine how the superseded data were derived.
 SH0505
 SH0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN867936(NAD 83)
 SH0505
 SH0505_MARKER: Q = CHISELED SQUARE
 SH0505_SETTING: 66 = SET IN ROCK OUTCROP
 SH0505_SP_SET: ROCK
 SH0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0505+STABILITY: POSITION/ELEVATION WELL
 SH0505
 SH0505  HISTORY     - Date     Condition        Report By
 SH0505  HISTORY     - UNK      MONUMENTED       USGS
 SH0505  HISTORY     - 1935     GOOD             CGS
 SH0505
 SH0505                          STATION DESCRIPTION
 SH0505
 SH0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SH0505'10.6 MI S FROM ELY.
 SH0505'10.6 MI S OF ELY 0.1 MILE NORTH OF CORNER OF SECS. 2, 3, 10, AND
 SH0505'11, 360 FEET NORTH OF SCHOOLHOUSE, 320 FEET SOUTH OF DRAINAGE
 SH0505'DITCH, 40 FEET E OF ROAD AT SW END OF CURVE IN ROAD TO SW, AT
 SH0505'SW CORNER OF LARGE ROCK LEDGE, TOP OF SMALL SHELF AT FOOT OF
 SH0505'COR., CHISELED SQUARE, MARKED 1482.9 T. 61 N., R. 12 W.,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8704 ***********************************************************************
 DF8704  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8704  DESIGNATION -  15
 DF8704  PID         -  DF8704
 DF8704  STATE/COUNTY-  MN/KANABEC
 DF8704  COUNTRY     -  US
 DF8704  USGS QUAD   -  GRASSTON (1983)
 DF8704
 DF8704                         *CURRENT SURVEY CONTROL
 DF8704  ______________________________________________________________________
 DF8704* NAD 83(2007) POSITION- 45 52 05.36065(N) 093 11 40.43295(W)   ADJUSTED  
 DF8704* NAD 83(2007) ELLIP HT-   284.063 (meters)        (07/18/11)   ADJUSTED
 DF8704* NAD 83(2007) EPOCH   -  2002.00
 DF8704* NAVD 88 ORTHO HEIGHT -   311.99   (meters)    1023.6   (feet) GPS OBS   
 DF8704  ______________________________________________________________________
 DF8704  NAD 83(2007) X  -   -247,931.144 (meters)                     COMP
 DF8704  NAD 83(2007) Y  - -4,442,134.166 (meters)                     COMP
 DF8704  NAD 83(2007) Z  -  4,555,259.437 (meters)                     COMP
 DF8704  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC09
 DF8704  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DF8704  ELLP ORDER      -  FOURTH    CLASS I
 DF8704
 DF8704  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8704  Type                                         Horiz  Ellip  Dist(km)
 DF8704  -------------------------------------------------------------------
 DF8704  NETWORK                                       0.93   0.69
 DF8704  -------------------------------------------------------------------
 DF8704  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.01   0.68      8.94
 DF8704  -------------------------------------------------------------------
 DF8704  NOTE: Click here for information on individual local accuracy
 DF8704  values and other accuracy information.
 DF8704
 DF8704
 DF8704.The horizontal coordinates were established by GPS observations
 DF8704.and adjusted by the National Geodetic Survey in February 2007.
 DF8704
 DF8704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8704.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8704
 DF8704.The horizontal coordinates are valid at the epoch date displayed above
 DF8704.which is a decimal equivalence of Year/Month/Day.
 DF8704
 DF8704.The orthometric height was determined by GPS observations and a
 DF8704.high-resolution geoid model using precise GPS observation and
 DF8704.processing techniques.
 DF8704
 DF8704.Photographs are available for this station.
 DF8704
 DF8704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8704
 DF8704.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8704
 DF8704.The ellipsoidal height was determined by GPS observations
 DF8704.and is referenced to NAD 83.
 DF8704
 DF8704. The following values were computed from the NAD 83(2007) position.
 DF8704
 DF8704;                    North         East     Units Scale Factor Converg.
 DF8704;SPC MN C     -   197,038.244   881,945.355   MT  0.99995500   +0 45 48.6
 DF8704;SPC MN C     -   646,449.64  2,893,515.72   sFT  0.99995500   +0 45 48.6
 DF8704;UTM  15      - 5,079,417.263   484,898.662   MT  0.99960280   -0 08 22.7
 DF8704
 DF8704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8704!SPC MN C     -   0.99995547  x   0.99995500  =   0.99991047
 DF8704!UTM  15      -   0.99995547  x   0.99960280  =   0.99955829
 DF8704
 DF8704                          SUPERSEDED SURVEY CONTROL
 DF8704
 DF8704  ELLIP H (02/10/07)  284.055  (m)                       GP(       )    
 DF8704  NAD 83(1996)-  45 52 05.36047(N)    093 11 40.43247(W) AD(       ) 1
 DF8704  ELLIP H (10/22/03)  284.092  (m)                       GP(       ) 3 2
 DF8704  NAVD 88 (01/10/11)  311.99   (m)  GEOID09 model used   GPS OBS        
 DF8704  NAVD 88 (10/22/03)  312.0    (m)  GEOID99 model used   GPS OBS        
 DF8704
 DF8704.Superseded values are not recommended for survey control.
 DF8704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8704.See file dsdata.txt to determine how the superseded data were derived.
 DF8704
 DF8704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8489879417(NAD 83)
 DF8704
 DF8704_MARKER: DD = SURVEY DISK
 DF8704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8704_STAMPING: 15
 DF8704_MARK LOGO: MN-065
 DF8704_PROJECTION: FLUSH
 DF8704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8704+STABILITY: SURFACE MOTION
 DF8704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8704+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF8704
 DF8704  HISTORY     - Date     Condition        Report By
 DF8704  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8704  HISTORY     - 20100415 GOOD             MNDT
 DF8704  HISTORY     - 20100415 GOOD             MNDT
 DF8704
 DF8704                          STATION DESCRIPTION
 DF8704
 DF8704'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8704'4.5 MI (7.2 KM) EAST OF MORA, 1.15 MI (1.85 KM) NE ALONG TH 23 FROM
 DF8704'JCT OF TH 23 AND TH 65, THEN 0.8 MI (1.3 KM) SOUTH ON CO RD 11, THEN
 DF8704'3.5 MI (5.6 KM) EAST ON CO RD 1 (195TH AVE) , 60 FT (18.3 M) NORTH OF
 DF8704'CO RD 1, 33 FT (10.1 M) WEST OF CO RD 65 (PLUM ST) , 3 FT (0.9 M)
 DF8704'SOUTH OF FENCE LINE, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8704
 DF8704                          STATION RECOVERY (2010)
 DF8704
 DF8704'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8704'THE MARK IS 4.5 MILES EAST OF MORA, 1.15 MILES NORTHEAST ALONG TRUNK
 DF8704'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN
 DF8704'MORA, THEN 0.8 MILE SOUTH ON COUNTY ROAD 11, THEN 3.5 MILES EAST ON
 DF8704'COUNTY ROAD 1 (195TH AVENUE), 60 FEET NORTH OF COUNTY ROAD 1, 33 FEET
 DF8704'WEST OF COUNTY ROAD 65 (PLUM STREET EXTENDED), 3.0 FEET SOUTH OF FENCE
 DF8704'LINE, 2.0 FEET SOUTH OF WITNESS POST.
 DF8704
 DF8704                          STATION RECOVERY (2010)
 DF8704
 DF8704'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8704'THE MARK IS 4.5 MILES EAST OF MORA, 1.15 MILES NORTHEAST ALONG TRUNK
 DF8704'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN
 DF8704'MORA, THEN 0.8 MILE SOUTH ON COUNTY ROAD 11, THEN 3.5 MILES EAST ON
 DF8704'COUNTY ROAD 1 (195TH AVENUE), 60 FEET NORTH OF COUNTY ROAD 1, 33 FEET
 DF8704'WEST OF COUNTY ROAD 65 (PLUM STREET EXTENDED), 3.0 FEET SOUTH OF FENCE
 DF8704'LINE, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0739 ***********************************************************************
 QP0739  DESIGNATION -  15 11
 QP0739  PID         -  QP0739
 QP0739  STATE/COUNTY-  MN/KANDIYOHI
 QP0739  COUNTRY     -  US
 QP0739  USGS QUAD   -  WILLMAR (1994)
 QP0739
 QP0739                         *CURRENT SURVEY CONTROL
 QP0739  ______________________________________________________________________
 QP0739* NAD 83(1986) POSITION- 45 06 53.     (N) 095 02 52.     (W)   SCALED    
 QP0739* NAVD 88 ORTHO HEIGHT -   341.726  (meters)    1121.15  (feet) ADJUSTED  
 QP0739  ______________________________________________________________________
 QP0739  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP0739  DYNAMIC HEIGHT  -        341.702 (meters)     1121.07  (feet) COMP
 QP0739  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 QP0739
 QP0739  VERT ORDER      -  SECOND    CLASS 0
 QP0739
 QP0739.The horizontal coordinates were scaled from a topographic map and have
 QP0739.an estimated accuracy of +/- 6 seconds.
 QP0739.
 QP0739.The orthometric height was determined by differential leveling and
 QP0739.adjusted in June 1991.
 QP0739
 QP0739.The dynamic height is computed by dividing the NAVD 88
 QP0739.geopotential number by the normal gravity value computed on the
 QP0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0739.degrees latitude (g = 980.6199 gals.).
 QP0739
 QP0739.The modeled gravity was interpolated from observed gravity values.
 QP0739
 QP0739;                    North         East    Units  Estimated Accuracy
 QP0739;SPC MN S     -   335,500.      717,560.      MT  (+/- 180 meters Scaled)
 QP0739
 QP0739                          SUPERSEDED SURVEY CONTROL
 QP0739
 QP0739  NGVD 29 (??/??/92)  341.562  (m)         1120.61   (f) ADJ UNCH    2 0
 QP0739
 QP0739.Superseded values are not recommended for survey control.
 QP0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0739.See file dsdata.txt to determine how the superseded data were derived.
 QP0739
 QP0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK389977(NAD 83)
 QP0739
 QP0739_MARKER: DD = SURVEY DISK
 QP0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0739_STAMPING: 15-11 1973
 QP0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0739+STABILITY: SURFACE MOTION
 QP0739
 QP0739  HISTORY     - Date     Condition        Report By
 QP0739  HISTORY     - 1973     MONUMENTED       MNDT
 QP0739
 QP0739                          STATION DESCRIPTION
 QP0739
 QP0739'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0739'IN WILLMAR.
 QP0739'MARK IS LOCATED AT WILLMAR, 0.5 MILES (6 CITY BLOCKS) SOUTH ALONG T.H.
 QP0739'71 (1ST STREET) FROM THE JUNCTION OF T.H. 71 AND T.H. 12 IN WILLMAR,
 QP0739'THENCE, 0.25 MILES (4 CITY BLOCKS) WEST ALONG RICE AVENUE, 27.6 FEET
 QP0739'WEST OF THE CENTER OF FIFTH STREET WEST, 26.1 FEET NORTH OF THE CENTER
 QP0739'OF RICE AVENUE, 52.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 QP0739'PRIVATE RESIDENCE, 1.6 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.5
 QP0739'FEET EAST OF THE EAST EDGE OF A SIDEWALK, IN A CONCRETE MONUMENT SET
 QP0739'FLUSH WITH THE GROUND.  SW 1/4 SECTION 15, T 119, R 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0738 ***********************************************************************
 QP0738  DESIGNATION -  15 14
 QP0738  PID         -  QP0738
 QP0738  STATE/COUNTY-  MN/KANDIYOHI
 QP0738  COUNTRY     -  US
 QP0738  USGS QUAD   -  WILLMAR (1994)
 QP0738
 QP0738                         *CURRENT SURVEY CONTROL
 QP0738  ______________________________________________________________________
 QP0738* NAD 83(1986) POSITION- 45 06 42.     (N) 095 02 36.     (W)   SCALED    
 QP0738* NAVD 88 ORTHO HEIGHT -   341.374  (meters)    1119.99  (feet) ADJUSTED  
 QP0738  ______________________________________________________________________
 QP0738  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP0738  DYNAMIC HEIGHT  -        341.350 (meters)     1119.91  (feet) COMP
 QP0738  MODELED GRAVITY -    980,535.7   (mgal)                       NAVD 88
 QP0738
 QP0738  VERT ORDER      -  SECOND    CLASS 0
 QP0738
 QP0738.The horizontal coordinates were scaled from a topographic map and have
 QP0738.an estimated accuracy of +/- 6 seconds.
 QP0738.
 QP0738.The orthometric height was determined by differential leveling and
 QP0738.adjusted in June 1991.
 QP0738
 QP0738.The dynamic height is computed by dividing the NAVD 88
 QP0738.geopotential number by the normal gravity value computed on the
 QP0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0738.degrees latitude (g = 980.6199 gals.).
 QP0738
 QP0738.The modeled gravity was interpolated from observed gravity values.
 QP0738
 QP0738;                    North         East    Units  Estimated Accuracy
 QP0738;SPC MN S     -   335,160.      717,900.      MT  (+/- 180 meters Scaled)
 QP0738
 QP0738                          SUPERSEDED SURVEY CONTROL
 QP0738
 QP0738  NGVD 29 (??/??/92)  341.209  (m)         1119.45   (f) ADJ UNCH    2 0
 QP0738
 QP0738.Superseded values are not recommended for survey control.
 QP0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0738.See file dsdata.txt to determine how the superseded data were derived.
 QP0738
 QP0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392973(NAD 83)
 QP0738
 QP0738_MARKER: DB = BENCH MARK DISK
 QP0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0738_SP_SET: CONCRETE POST
 QP0738_STAMPING: 15-14 1973
 QP0738_MARK LOGO: MNDT  
 QP0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0738+STABILITY: SURFACE MOTION
 QP0738
 QP0738  HISTORY     - Date     Condition        Report By
 QP0738  HISTORY     - 1973     MONUMENTED       MNDT
 QP0738  HISTORY     - 1981     GOOD             MNDT
 QP0738
 QP0738                          STATION DESCRIPTION
 QP0738
 QP0738'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0738'IN WILLMAR.
 QP0738'MARK IS LOCATED AT WILLMAR, 0.8 MILES SOUTH ALONG T.H. 71 FROM THE
 QP0738'JUNCTION OF T.H. 71 AND T.H. 12 IN WILLMAR, 0.5 MILES NORTH OF THE
 QP0738'SOUTH JUNCTION OF T.H. 23, 0.05 MILES (1 CITY BLOCK) WEST OF T.H. 71
 QP0738'(ALSO 1ST STREET), IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 QP0738'WILLMAR AVENUE AND THIRD STREET WEST, 91 FEET WEST OF A POWER POLE,
 QP0738'31.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A PRIVATE RESIDENCE
 QP0738'(NO. 204), 18.75 FEET SOUTHEAST OF A FIRE HYDRANT, 0.85 FEET NORTH OF
 QP0738'THE NORTH EDGE OF THE NORTH CURB OF WILLMAR AVENUE WEST, IN A CONCRETE
 QP0738'MONUMENT BURIED 1 INCH BELOW GROUND LEVEL.  SW 1/4 SECTION 15, T 119,
 QP0738'R 35.
 QP0738
 QP0738                          STATION RECOVERY (1981)
 QP0738
 QP0738'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0738'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 141
 QP0738'MINN AND IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 QP0738'WILLMAR AVENUE AND THIRD STREET WEST IN WILLMAR WHICH IS 1 CITY BLOCK
 QP0738'WEST OF TRUNK HIGHWAY 71 ALONG WILLMAR AVENUE.  THE MARK IS 35.5 FEET
 QP0738'EAST OF THE CENTER OF THIRD STREET WEST, 31.5 FEET SOUTHWEST OF THE
 QP0738'SOUTHWEST CORNER OF THE 1-STORY FRAME HOUSE NUMBERED 204, 18.7 FEET
 QP0738'SOUTHEAST OF A FIRE HYDRANT, 0.8 FOOT NORTH OF AND ABOUT LEVEL WITH
 QP0738'THE NORTH EDGE OF THE NORTH CURB OF WILLMAR AVENUE.  THE MARK, A
 QP0738'STANDARD MNHD BENCH MARK DISK STAMPED---15-14 1973---, IS SET IN THE
 QP0738'TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0740 ***********************************************************************
 QP0740  DESIGNATION -  15 3
 QP0740  PID         -  QP0740
 QP0740  STATE/COUNTY-  MN/KANDIYOHI
 QP0740  COUNTRY     -  US
 QP0740  USGS QUAD   -  WILLMAR (1994)
 QP0740
 QP0740                         *CURRENT SURVEY CONTROL
 QP0740  ______________________________________________________________________
 QP0740* NAD 83(1986) POSITION- 45 07 07.     (N) 095 03 10.     (W)   SCALED    
 QP0740* NAVD 88 ORTHO HEIGHT -   342.096  (meters)    1122.36  (feet) ADJUSTED  
 QP0740  ______________________________________________________________________
 QP0740  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP0740  DYNAMIC HEIGHT  -        342.072 (meters)     1122.28  (feet) COMP
 QP0740  MODELED GRAVITY -    980,537.3   (mgal)                       NAVD 88
 QP0740
 QP0740  VERT ORDER      -  SECOND    CLASS 0
 QP0740
 QP0740.The horizontal coordinates were scaled from a topographic map and have
 QP0740.an estimated accuracy of +/- 6 seconds.
 QP0740.
 QP0740.The orthometric height was determined by differential leveling and
 QP0740.adjusted in June 1991.
 QP0740
 QP0740.The dynamic height is computed by dividing the NAVD 88
 QP0740.geopotential number by the normal gravity value computed on the
 QP0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0740.degrees latitude (g = 980.6199 gals.).
 QP0740
 QP0740.The modeled gravity was interpolated from observed gravity values.
 QP0740
 QP0740;                    North         East    Units  Estimated Accuracy
 QP0740;SPC MN S     -   335,940.      717,170.      MT  (+/- 180 meters Scaled)
 QP0740
 QP0740                          SUPERSEDED SURVEY CONTROL
 QP0740
 QP0740  NGVD 29 (??/??/92)  341.933  (m)         1121.83   (f) ADJ UNCH    2 0
 QP0740
 QP0740.Superseded values are not recommended for survey control.
 QP0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0740.See file dsdata.txt to determine how the superseded data were derived.
 QP0740
 QP0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK385981(NAD 83)
 QP0740
 QP0740_MARKER: DD = SURVEY DISK
 QP0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0740_STAMPING: 15-3 1973
 QP0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0740+STABILITY: SURFACE MOTION
 QP0740
 QP0740  HISTORY     - Date     Condition        Report By
 QP0740  HISTORY     - 1973     MONUMENTED       MNDT
 QP0740
 QP0740                          STATION DESCRIPTION
 QP0740
 QP0740'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0740'IN WILLMAR.
 QP0740'MARK IS LOCATED AT WILLMAR 0.5 MILES (7 CITY BLOCKS) WEST ALONG T.H.
 QP0740'12 FROM THE JUNCTION OF T.H. 12 AND T.H. 71/23 AT WILLMAR, THENCE,
 QP0740'0.15 MILES (2 CITY BLOCKS) SOUTH ALONG EIGHTH STREET WEST, 101.7 FEET
 QP0740'NORTHEAST OF A PUBLIC SCHOOL (GARFIELD), 100.7 FEET SOUTH OF THE
 QP0740'SOUTHEAST CORNER OF A PRIVATE RESIDENCE (NO. 428), 41.8 FEET SOUTH OF
 QP0740'THE CENTER OF TROTT AVENUE, 23.5 FEET WEST OF THE CENTER OF EIGHTH
 QP0740'STREET WEST, 5.4 FEET SOUTH OF A POWER POLE, 2.3 FEET WEST OF THE EAST
 QP0740'EDGE OF THE WEST CURB ON EIGHTH STREET, IN A CONCRETE MONUMENT SET
 QP0740'FLUSH WITH THE GROUND.  NW 1/4 SECTION 3, T 119, R 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1261 ***********************************************************************
 QO1261  DESIGNATION -  15 ADP
 QO1261  PID         -  QO1261
 QO1261  STATE/COUNTY-  MN/ISANTI
 QO1261  COUNTRY     -  US
 QO1261  USGS QUAD   -  BRAHAM (1983)
 QO1261
 QO1261                         *CURRENT SURVEY CONTROL
 QO1261  ______________________________________________________________________
 QO1261* NAD 83(1986) POSITION- 45 38 04.     (N) 093 10 44.     (W)   SCALED    
 QO1261* NAVD 88 ORTHO HEIGHT -   285.781  (meters)     937.60  (feet) ADJUSTED  
 QO1261  ______________________________________________________________________
 QO1261  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 QO1261  DYNAMIC HEIGHT  -        285.765 (meters)      937.55  (feet) COMP
 QO1261  MODELED GRAVITY -    980,551.2   (mgal)                       NAVD 88
 QO1261
 QO1261  VERT ORDER      -  SECOND    CLASS I
 QO1261
 QO1261.The horizontal coordinates were scaled from a topographic map and have
 QO1261.an estimated accuracy of +/- 6 seconds.
 QO1261.
 QO1261.The orthometric height was determined by differential leveling and
 QO1261.adjusted in June 1991.
 QO1261
 QO1261.The dynamic height is computed by dividing the NAVD 88
 QO1261.geopotential number by the normal gravity value computed on the
 QO1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1261.degrees latitude (g = 980.6199 gals.).
 QO1261
 QO1261.The modeled gravity was interpolated from observed gravity values.
 QO1261
 QO1261;                    North         East    Units  Estimated Accuracy
 QO1261;SPC MN C     -   171,080.      883,510.      MT  (+/- 180 meters Scaled)
 QO1261
 QO1261                          SUPERSEDED SURVEY CONTROL
 QO1261
 QO1261.No superseded survey control is available for this station.
 QO1261
 QO1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL860534(NAD 83)
 QO1261
 QO1261_MARKER: DD = SURVEY DISK
 QO1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1261_SP_SET: CONCRETE POST
 QO1261_STAMPING: 15 ADP 1954
 QO1261_MARK LOGO: USGS  
 QO1261_PROJECTION: PROJECTING 10 CENTIMETERS
 QO1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1261+STABILITY: SURFACE MOTION
 QO1261
 QO1261  HISTORY     - Date     Condition        Report By
 QO1261  HISTORY     - 1954     MONUMENTED       USGS
 QO1261  HISTORY     - 1977     GOOD             MNDT
 QO1261  HISTORY     - 20080701 MARK NOT FOUND   MNDT
 QO1261
 QO1261                          STATION DESCRIPTION
 QO1261
 QO1261'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1261'0.75 MI EAST FROM GRANDY.
 QO1261'THE MARK IS LOCATED 0.75 MILES EAST ALONG COUNTY ROAD 6 FROM THE
 QO1261'JUNCTION OF COUNTY ROAD 6 AND TRUNK HIGHWAY 65 AT GRANDY. IT IS 37.0
 QO1261'FT. SOUTH OF AND 3 FT. LOWER THAN THE CENTER OF COUNTY ROAD 6, 27 FT.
 QO1261'EAST OF THE CENTER OF A FIELD ENTRANCE, 13.3 FT. SOUTHEAST OF THE
 QO1261'EAST END OF AN 18 INCH METAL CULVERT UNDER THE FIELD ENTRANCE, 2.3 FT.
 QO1261'NORTHWEST OF A POWER POLE AND 1.7 FT. NORTH OF A FENCE LINE. IT IS
 QO1261'0.9 FT. NORTH OF A STEEL WITNESS POST.
 QO1261
 QO1261                          STATION RECOVERY (2008)
 QO1261
 QO1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1261'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6126 ***********************************************************************
 DH6126  DESIGNATION -  15 CDL
 DH6126  PID         -  DH6126
 DH6126  STATE/COUNTY-  MN/MAHNOMEN
 DH6126  COUNTRY     -  US
 DH6126  USGS QUAD   -  SNIDER LAKE (1981)
 DH6126
 DH6126                         *CURRENT SURVEY CONTROL
 DH6126  ______________________________________________________________________
 DH6126* NAD 83(1986) POSITION- 47 14 14.3    (N) 095 40 10.9    (W)   HD_HELD2  
 DH6126* NAVD 88 ORTHO HEIGHT -   451.606  (meters)    1481.64  (feet) ADJUSTED  
 DH6126  ______________________________________________________________________
 DH6126  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DH6126  DYNAMIC HEIGHT  -        451.638 (meters)     1481.75  (feet) COMP
 DH6126  MODELED GRAVITY -    980,669.2   (mgal)                       NAVD 88
 DH6126
 DH6126  VERT ORDER      -  THIRD
 DH6126
 DH6126.The horizontal coordinates were established by autonomous hand held GPS
 DH6126.observations and have an estimated accuracy of +/- 10 meters.
 DH6126.
 DH6126.The orthometric height was determined by differential leveling and
 DH6126.adjusted in May 2009.
 DH6126
 DH6126.The dynamic height is computed by dividing the NAVD 88
 DH6126.geopotential number by the normal gravity value computed on the
 DH6126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6126.degrees latitude (g = 980.6199 gals.).
 DH6126
 DH6126.The modeled gravity was interpolated from observed gravity values.
 DH6126
 DH6126;                    North         East    Units  Estimated Accuracy
 DH6126;SPC MN N     -   185,203.      605,471.      MT  (+/- 10 meters HH2 GPS)
 DH6126
 DH6126                          SUPERSEDED SURVEY CONTROL
 DH6126
 DH6126.No superseded survey control is available for this station.
 DH6126
 DH6126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN9794034992(NAD 83)
 DH6126
 DH6126_MARKER: DD = SURVEY DISK
 DH6126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6126_STAMPING: 15 CDL 1967
 DH6126_MARK LOGO: USGS  
 DH6126_PROJECTION: FLUSH
 DH6126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6126+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2006
 DH6126_ROD/PIPE-DEPTH:  4.6 meters
 DH6126
 DH6126  HISTORY     - Date     Condition        Report By
 DH6126  HISTORY     - 1967     MONUMENTED       USGS
 DH6126  HISTORY     - 20061127 GOOD             MNDT
 DH6126
 DH6126                          STATION DESCRIPTION
 DH6126
 DH6126'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6126'MAHNOMEN, 5.0 MI. SOUTH AND 14.0 MI. EAST OF, T. 143 AND 144 N., R. 39
 DH6126'W., NEAR THE QUARTER CORNER BETWEEN SECTIONS 6 AND 31, 193 FT. NORTH,
 DH6126'74 FT. WEST OF AND 3.4 FT. HIGHER THAN CENTER OF RD. AT A T-RD. WEST,
 DH6126'1.4 FT (0.4 M) WEST OF A WITNESS POST, ON TOP OF A 1/2 INCH COPPER
 DH6126'COATED STEEL ROD DRIVEN 15 FT. INTO THE GROUND, A STANDARD TABLET SET
 DH6126'FLUSH WITH GROUND AND SURROUNDED BY A 6 INCH TILE, TABLET STAMPED 15
 DH6126'CDL 1967.
 DH6126
 DH6126                          STATION RECOVERY (2006)
 DH6126
 DH6126'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6126'THE MARK IS LOCATED ABOUT 12.7 MI (20.4 KM) NORTHEAST OF WHITE EARTH,
 DH6126'9.3 MI (15.0 KM) SOUTHEAST OF BEAULIEU AND 8.2 MI (13.2 KM) SOUTHWEST
 DH6126'OF ROY LAKE.
 DH6126' 
 DH6126'TO REACH TO THE STATION GO 1.75 MI (2.8 KM) SOUTHWEST OF TWIN LAKE,
 DH6126'193 FT (58.8 M) NORTH OF WHITE EARTH ROUTE 183 AND 85.5 FT (26.1 M)
 DH6126'WEST OF COUNTY ROAD 4 AT TEE-ROAD WEST (COUNTY ROAD 6), 1.4 FT (0.4 M)
 DH6126'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0696 ***********************************************************************
 SK0696  DESIGNATION -  15 CER
 SK0696  PID         -  SK0696
 SK0696  STATE/COUNTY-  MN/CLEARWATER
 SK0696  COUNTRY     -  US
 SK0696  USGS QUAD   -  CLEARBROOK (1969)
 SK0696
 SK0696                         *CURRENT SURVEY CONTROL
 SK0696  ______________________________________________________________________
 SK0696* NAD 83(1986) POSITION- 47 42 44.     (N) 095 27 38.     (W)   SCALED    
 SK0696* NAVD 88 ORTHO HEIGHT -   399.746  (meters)    1311.50  (feet) ADJUSTED  
 SK0696  ______________________________________________________________________
 SK0696  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 SK0696  DYNAMIC HEIGHT  -        399.803 (meters)     1311.69  (feet) COMP
 SK0696  MODELED GRAVITY -    980,743.1   (mgal)                       NAVD 88
 SK0696
 SK0696  VERT ORDER      -  SECOND    CLASS 0
 SK0696
 SK0696.The horizontal coordinates were scaled from a topographic map and have
 SK0696.an estimated accuracy of +/- 6 seconds.
 SK0696.
 SK0696.The orthometric height was determined by differential leveling and
 SK0696.adjusted in June 1991.
 SK0696
 SK0696.The dynamic height is computed by dividing the NAVD 88
 SK0696.geopotential number by the normal gravity value computed on the
 SK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0696.degrees latitude (g = 980.6199 gals.).
 SK0696
 SK0696.The modeled gravity was interpolated from observed gravity values.
 SK0696
 SK0696;                    North         East    Units  Estimated Accuracy
 SK0696;SPC MN N     -   237,470.      622,910.      MT  (+/- 180 meters Scaled)
 SK0696
 SK0696                          SUPERSEDED SURVEY CONTROL
 SK0696
 SK0696.No superseded survey control is available for this station.
 SK0696
 SK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN154872(NAD 83)
 SK0696
 SK0696_MARKER: DB = BENCH MARK DISK
 SK0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0696_SP_SET: COPPER-CLAD STEEL ROD
 SK0696_STAMPING: 15 CER 1967
 SK0696_MARK LOGO: USGS  
 SK0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0696
 SK0696  HISTORY     - Date     Condition        Report By
 SK0696  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0696
 SK0696                          STATION DESCRIPTION
 SK0696
 SK0696'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0696'2.9 KM (1.80 MI) NW FROM CLEARBROOK.
 SK0696'CLEARBROOK, CLEARWATER CO., 1.1 MI NORTH AND 1.4 MI WEST OF, IN THE
 SK0696'SW. 1/4 OF THE NE. 1/4 OF SECTION 24, T. 149 N., R. 38 W., 288 FT
 SK0696'EAST OF MILEPOST 403, 128 FT NE. OF STATE HWY. 92, 28 FT NE. OF
 SK0696'RAILROAD TRACKS AND 2.5 FT LOWER THAN, ON TOP OF A COPPER-CLAD STEEL
 SK0696'ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET STAMPED 15 CER
 SK0696'1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0697 ***********************************************************************
 SK0697  DESIGNATION -  15 CER A TBM
 SK0697  PID         -  SK0697
 SK0697  STATE/COUNTY-  MN/CLEARWATER
 SK0697  COUNTRY     -  US
 SK0697  USGS QUAD   -  CLEARBROOK (1969)
 SK0697
 SK0697                         *CURRENT SURVEY CONTROL
 SK0697  ______________________________________________________________________
 SK0697* NAD 83(1986) POSITION- 47 43 14.     (N) 095 28 31.     (W)   SCALED    
 SK0697* NAVD 88 ORTHO HEIGHT -   391.301  (meters)    1283.79  (feet) ADJUSTED  
 SK0697  ______________________________________________________________________
 SK0697  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 SK0697  DYNAMIC HEIGHT  -        391.358 (meters)     1283.98  (feet) COMP
 SK0697  MODELED GRAVITY -    980,745.1   (mgal)                       NAVD 88
 SK0697
 SK0697  VERT ORDER      -  SECOND    CLASS 0
 SK0697
 SK0697.The horizontal coordinates were scaled from a topographic map and have
 SK0697.an estimated accuracy of +/- 6 seconds.
 SK0697.
 SK0697.The orthometric height was determined by differential leveling and
 SK0697.adjusted in June 1991.
 SK0697
 SK0697.The dynamic height is computed by dividing the NAVD 88
 SK0697.geopotential number by the normal gravity value computed on the
 SK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0697.degrees latitude (g = 980.6199 gals.).
 SK0697
 SK0697.The modeled gravity was interpolated from observed gravity values.
 SK0697
 SK0697;                    North         East    Units  Estimated Accuracy
 SK0697;SPC MN N     -   238,430.      621,830.      MT  (+/- 180 meters Scaled)
 SK0697
 SK0697                          SUPERSEDED SURVEY CONTROL
 SK0697
 SK0697.No superseded survey control is available for this station.
 SK0697
 SK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN143882(NAD 83)
 SK0697
 SK0697_MARKER: Z = SEE DESCRIPTION
 SK0697_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0697_SP_SET: IN METAL PIPE
 SK0697_STAMPING: 105 CER A TBM
 SK0697_MARK LOGO: NONE  
 SK0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0697
 SK0697  HISTORY     - Date     Condition        Report By
 SK0697  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0697
 SK0697                          STATION DESCRIPTION
 SK0697
 SK0697'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0697'4.5 KM (2.80 MI) NW FROM CLEARBROOK.
 SK0697'TBM 15 A, 0.9 MI NW. OF TABLET, 23 FT NE., 20 FT NW., OF A T-RD. NE.
 SK0697'AND 3.6 FT LOWER THAN, ON WEST END OF A 16 IN. CORRUGATED STEEL
 SK0697'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0695 ***********************************************************************
 SK0695  DESIGNATION -  15 CER RM
 SK0695  PID         -  SK0695
 SK0695  STATE/COUNTY-  MN/CLEARWATER
 SK0695  COUNTRY     -  US
 SK0695  USGS QUAD   -  CLEARBROOK (1969)
 SK0695
 SK0695                         *CURRENT SURVEY CONTROL
 SK0695  ______________________________________________________________________
 SK0695* NAD 83(1986) POSITION- 47 42 41.     (N) 095 27 37.     (W)   SCALED    
 SK0695* NAVD 88 ORTHO HEIGHT -   398.632  (meters)    1307.85  (feet) ADJUSTED  
 SK0695  ______________________________________________________________________
 SK0695  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 SK0695  DYNAMIC HEIGHT  -        398.689 (meters)     1308.03  (feet) COMP
 SK0695  MODELED GRAVITY -    980,742.9   (mgal)                       NAVD 88
 SK0695
 SK0695  VERT ORDER      -  SECOND    CLASS 0
 SK0695
 SK0695.The horizontal coordinates were scaled from a topographic map and have
 SK0695.an estimated accuracy of +/- 6 seconds.
 SK0695.
 SK0695.The orthometric height was determined by differential leveling and
 SK0695.adjusted in June 1991.
 SK0695
 SK0695.The dynamic height is computed by dividing the NAVD 88
 SK0695.geopotential number by the normal gravity value computed on the
 SK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0695.degrees latitude (g = 980.6199 gals.).
 SK0695
 SK0695.The modeled gravity was interpolated from observed gravity values.
 SK0695
 SK0695;                    North         East    Units  Estimated Accuracy
 SK0695;SPC MN N     -   237,380.      622,930.      MT  (+/- 180 meters Scaled)
 SK0695
 SK0695                          SUPERSEDED SURVEY CONTROL
 SK0695
 SK0695.No superseded survey control is available for this station.
 SK0695
 SK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN154871(NAD 83)
 SK0695
 SK0695_MARKER: Z = SEE DESCRIPTION
 SK0695_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0695_SP_SET: IN METAL CULVERT
 SK0695_STAMPING: 15 CER RM
 SK0695_MARK LOGO: NONE  
 SK0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0695
 SK0695  HISTORY     - Date     Condition        Report By
 SK0695  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0695
 SK0695                          STATION DESCRIPTION
 SK0695
 SK0695'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0695'2.9 KM (1.80 MI) NW FROM CLEARBROOK.
 SK0695'REFERENCE MARK, 235 FT SW. OF TABLET, 50 FT SW. AND 23 FT SE. OF A
 SK0695'PRIVATE DRIVEWAY SOUTH OFF STATE HWY. 92, ON THE EAST END OF A 18 IN.
 SK0695'CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0646 ***********************************************************************
 SK0646  DESIGNATION -  15 CLC
 SK0646  PID         -  SK0646
 SK0646  STATE/COUNTY-  MN/POLK
 SK0646  COUNTRY     -  US
 SK0646  USGS QUAD   -  MC INTOSH (1982)
 SK0646
 SK0646                         *CURRENT SURVEY CONTROL
 SK0646  ______________________________________________________________________
 SK0646* NAD 83(1986) POSITION- 47 43 55.     (N) 095 52 50.     (W)   SCALED    
 SK0646* NAVD 88 ORTHO HEIGHT -   365.002  (meters)    1197.51  (feet) ADJUSTED  
 SK0646  ______________________________________________________________________
 SK0646  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 SK0646  DYNAMIC HEIGHT  -        365.058 (meters)     1197.69  (feet) COMP
 SK0646  MODELED GRAVITY -    980,754.3   (mgal)                       NAVD 88
 SK0646
 SK0646  VERT ORDER      -  THIRD
 SK0646
 SK0646.The horizontal coordinates were scaled from a topographic map and have
 SK0646.an estimated accuracy of +/- 6 seconds.
 SK0646.
 SK0646.The orthometric height was determined by differential leveling and
 SK0646.adjusted in June 1991.
 SK0646
 SK0646.The dynamic height is computed by dividing the NAVD 88
 SK0646.geopotential number by the normal gravity value computed on the
 SK0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0646.degrees latitude (g = 980.6199 gals.).
 SK0646
 SK0646.The modeled gravity was interpolated from observed gravity values.
 SK0646
 SK0646;                    North         East    Units  Estimated Accuracy
 SK0646;SPC MN N     -   240,710.      591,490.      MT  (+/- 180 meters Scaled)
 SK0646
 SK0646                          SUPERSEDED SURVEY CONTROL
 SK0646
 SK0646.No superseded survey control is available for this station.
 SK0646
 SK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN840905(NAD 83)
 SK0646
 SK0646_MARKER: DB = BENCH MARK DISK
 SK0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0646_SP_SET: COPPER-CLAD STEEL ROD
 SK0646_STAMPING: 15 CLC 1967
 SK0646_MARK LOGO: USGS  
 SK0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0646
 SK0646  HISTORY     - Date     Condition        Report By
 SK0646  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0646
 SK0646                          STATION DESCRIPTION
 SK0646
 SK0646'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0646'10.9 KM (6.80 MI) NORTH FROM MCINTOSH.
 SK0646'MCINTOSH, 6.8 MI NORTH, 0.2 MI EAST OF, NEAR THE CORNER OF SECTIONS
 SK0646'10, 11, 14 AND 15, T. 149 N., R. 41 W., 54 FT WEST, 4.1 FT LOWER AND
 SK0646'IN LINE WITH A T-RD EAST, 1 FT EAST OF A WITNESS SIGN.  ON TOP OF A
 SK0646'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 20 FEET, A STANDARD TABLET
 SK0646'STAMPED 15 CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0648 ***********************************************************************
 SK0648  DESIGNATION -  15 CLC A TBM
 SK0648  PID         -  SK0648
 SK0648  STATE/COUNTY-  MN/POLK
 SK0648  COUNTRY     -  US
 SK0648  USGS QUAD   -  MC INTOSH (1982)
 SK0648
 SK0648                         *CURRENT SURVEY CONTROL
 SK0648  ______________________________________________________________________
 SK0648* NAD 83(1986) POSITION- 47 44 47.     (N) 095 52 50.     (W)   SCALED    
 SK0648* NAVD 88 ORTHO HEIGHT -   363.934  (meters)    1194.01  (feet) ADJUSTED  
 SK0648  ______________________________________________________________________
 SK0648  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 SK0648  DYNAMIC HEIGHT  -        363.992 (meters)     1194.20  (feet) COMP
 SK0648  MODELED GRAVITY -    980,759.4   (mgal)                       NAVD 88
 SK0648
 SK0648  VERT ORDER      -  THIRD
 SK0648
 SK0648.The horizontal coordinates were scaled from a topographic map and have
 SK0648.an estimated accuracy of +/- 6 seconds.
 SK0648.
 SK0648.The orthometric height was determined by differential leveling and
 SK0648.adjusted in June 1991.
 SK0648
 SK0648.The dynamic height is computed by dividing the NAVD 88
 SK0648.geopotential number by the normal gravity value computed on the
 SK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0648.degrees latitude (g = 980.6199 gals.).
 SK0648
 SK0648.The modeled gravity was interpolated from observed gravity values.
 SK0648
 SK0648;                    North         East    Units  Estimated Accuracy
 SK0648;SPC MN N     -   242,310.      591,550.      MT  (+/- 180 meters Scaled)
 SK0648
 SK0648                          SUPERSEDED SURVEY CONTROL
 SK0648
 SK0648.No superseded survey control is available for this station.
 SK0648
 SK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN840921(NAD 83)
 SK0648
 SK0648_MARKER: Q = CHISELED SQUARE
 SK0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0648_SP_SET: CONCRETE CULVERT
 SK0648_MARK LOGO: USGS  
 SK0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0648
 SK0648  HISTORY     - Date     Condition        Report By
 SK0648  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0648
 SK0648                          STATION DESCRIPTION
 SK0648
 SK0648'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0648'12.6 KM (7.80 MI) NORTH FROM MCINTOSH.
 SK0648'TBM 15 CLC A, 1.0 MI NORTH ALONG CO. HWY. 8 FROM TABLET, 19 FT NORTH,
 SK0648'36 FT WEST AND 3.8 FT LOWER THAN T-RD. WEST, ON THE NORTH END OF A
 SK0648'CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0647 ***********************************************************************
 SK0647  DESIGNATION -  15 CLC RM
 SK0647  PID         -  SK0647
 SK0647  STATE/COUNTY-  MN/POLK
 SK0647  COUNTRY     -  US
 SK0647  USGS QUAD   -  MC INTOSH (1982)
 SK0647
 SK0647                         *CURRENT SURVEY CONTROL
 SK0647  ______________________________________________________________________
 SK0647* NAD 83(1986) POSITION- 47 43 56.     (N) 095 52 49.     (W)   SCALED    
 SK0647* NAVD 88 ORTHO HEIGHT -   364.750  (meters)    1196.68  (feet) ADJUSTED  
 SK0647  ______________________________________________________________________
 SK0647  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 SK0647  DYNAMIC HEIGHT  -        364.806 (meters)     1196.87  (feet) COMP
 SK0647  MODELED GRAVITY -    980,754.4   (mgal)                       NAVD 88
 SK0647
 SK0647  VERT ORDER      -  THIRD
 SK0647
 SK0647.The horizontal coordinates were scaled from a topographic map and have
 SK0647.an estimated accuracy of +/- 6 seconds.
 SK0647.
 SK0647.The orthometric height was determined by differential leveling and
 SK0647.adjusted in June 1991.
 SK0647
 SK0647.The dynamic height is computed by dividing the NAVD 88
 SK0647.geopotential number by the normal gravity value computed on the
 SK0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0647.degrees latitude (g = 980.6199 gals.).
 SK0647
 SK0647.The modeled gravity was interpolated from observed gravity values.
 SK0647
 SK0647;                    North         East    Units  Estimated Accuracy
 SK0647;SPC MN N     -   240,740.      591,510.      MT  (+/- 180 meters Scaled)
 SK0647
 SK0647                          SUPERSEDED SURVEY CONTROL
 SK0647
 SK0647.No superseded survey control is available for this station.
 SK0647
 SK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN840905(NAD 83)
 SK0647
 SK0647_MARKER: Q = CHISELED SQUARE
 SK0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0647_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0647_MARK LOGO: USGS  
 SK0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0647
 SK0647  HISTORY     - Date     Condition        Report By
 SK0647  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0647
 SK0647                          STATION DESCRIPTION
 SK0647
 SK0647'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0647'10.9 KM (6.80 MI) NORTH FROM MCINTOSH.
 SK0647'REFERENCE MARK, 111 FT NORTH, 89 FT EAST AND 0.1 FT LOWER THAN TABLET,
 SK0647'111 FT NORTH, 37 FT EAST OF T-RD. EAST, ON THE SOUTH END OF A
 SK0647'CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6211 ***********************************************************************
 DE6211  DESIGNATION -  15 CWH
 DE6211  PID         -  DE6211
 DE6211  STATE/COUNTY-  MN/CASS
 DE6211  COUNTRY     -  US
 DE6211  USGS QUAD   -  OSHAWA (1980)
 DE6211
 DE6211                         *CURRENT SURVEY CONTROL
 DE6211  ______________________________________________________________________
 DE6211* NAD 83(2007) POSITION- 46 48 14.03307(N) 094 38 21.08503(W)   ADJUSTED  
 DE6211* NAD 83(2007) ELLIP HT-   423.863 (meters)        (02/10/07)   ADJUSTED
 DE6211* NAD 83(2007) EPOCH   -  2002.00
 DE6211* NAVD 88 ORTHO HEIGHT -   451.563  (meters)    1481.50  (feet) ADJUSTED  
 DE6211  ______________________________________________________________________
 DE6211  NAD 83(2007) X  -   -353,763.794 (meters)                     COMP
 DE6211  NAD 83(2007) Y  - -4,359,566.395 (meters)                     COMP
 DE6211  NAD 83(2007) Z  -  4,627,178.671 (meters)                     COMP
 DE6211  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC09
 DE6211  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DE6211  DYNAMIC HEIGHT  -        451.580 (meters)     1481.56  (feet) COMP
 DE6211  MODELED GRAVITY -    980,638.6   (mgal)                       NAVD 88
 DE6211
 DE6211  VERT ORDER      -  SECOND    CLASS I
 DE6211
 DE6211  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6211  Type                                         Horiz  Ellip  Dist(km)
 DE6211  -------------------------------------------------------------------
 DE6211  NETWORK                                       0.54   0.53
 DE6211  -------------------------------------------------------------------
 DE6211  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.47      1.27
 DE6211  -------------------------------------------------------------------
 DE6211  NOTE: Click here for information on individual local accuracy
 DE6211  values and other accuracy information.
 DE6211
 DE6211
 DE6211.The horizontal coordinates were established by GPS observations
 DE6211.and adjusted by the National Geodetic Survey in February 2007.
 DE6211
 DE6211.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6211.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6211
 DE6211.The horizontal coordinates are valid at the epoch date displayed above
 DE6211.which is a decimal equivalence of Year/Month/Day.
 DE6211
 DE6211.The orthometric height was determined by differential leveling and
 DE6211.adjusted in August 2002.
 DE6211
 DE6211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6211
 DE6211.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6211
 DE6211.The ellipsoidal height was determined by GPS observations
 DE6211.and is referenced to NAD 83.
 DE6211
 DE6211.The dynamic height is computed by dividing the NAVD 88
 DE6211.geopotential number by the normal gravity value computed on the
 DE6211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6211.degrees latitude (g = 980.6199 gals.).
 DE6211
 DE6211.The modeled gravity was interpolated from observed gravity values.
 DE6211
 DE6211. The following values were computed from the NAD 83(2007) position.
 DE6211
 DE6211;                    North         East     Units Scale Factor Converg.
 DE6211;SPC MN C     -   300,573.422   770,293.058   MT  0.99995551   -0 16 53.5
 DE6211;SPC MN C     -   986,131.30  2,527,203.14   sFT  0.99995551   -0 16 53.5
 DE6211;UTM  15      - 5,184,676.877   374,925.435   MT  0.99979228   -1 11 42.5
 DE6211
 DE6211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6211!SPC MN C     -   0.99993356  x   0.99995551  =   0.99988908
 DE6211!UTM  15      -   0.99993356  x   0.99979228  =   0.99972586
 DE6211
 DE6211|---------------------------------------------------------------------|
 DE6211| PID    Reference Object                     Distance      Geod. Az  |
 DE6211|                                                           dddmmss.s |
 DE6211| AC4868 HAYNES                              211.624 METERS 08326     |
 DE6211|---------------------------------------------------------------------|
 DE6211
 DE6211                          SUPERSEDED SURVEY CONTROL
 DE6211
 DE6211  NAD 83(1996)-  46 48 14.03279(N)    094 38 21.08491(W) AD(       ) 1
 DE6211  ELLIP H (09/24/02)  423.889  (m)                       GP(       ) 4 1
 DE6211  NAVD 88 (09/24/02)  451.56   (m)         1481.5    (f) LEVELING    3  
 DE6211
 DE6211.Superseded values are not recommended for survey control.
 DE6211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6211.See file dsdata.txt to determine how the superseded data were derived.
 DE6211
 DE6211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7492584676(NAD 83)
 DE6211
 DE6211_MARKER: DB = BENCH MARK DISK
 DE6211_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE6211_STAMPING: 15 CWH 1969
 DE6211_MARK LOGO: USGS  
 DE6211_PROJECTION: FLUSH
 DE6211_MAGNETIC: I = MARKER IS A STEEL ROD
 DE6211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6211+SATELLITE: SATELLITE OBSERVATIONS - September 02, 1998
 DE6211
 DE6211  HISTORY     - Date     Condition        Report By
 DE6211  HISTORY     - 1969     MONUMENTED       USGS
 DE6211  HISTORY     - 19980825 GOOD             MNDT
 DE6211  HISTORY     - 19980902 GOOD             MNDT
 DE6211
 DE6211                          STATION DESCRIPTION
 DE6211
 DE6211'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6211'THE MARK IS IN OSHAWA, 31.5 FT (9.6 M) SOUTH OF TH 87 AT MP 67.75, 30
 DE6211'FT (9.1 M) EAST OF GRAVEL RD, 3 FT (0.9 M) EAST OF CABLE MARKER POST,
 DE6211'1.5 FT (0.5 M) WEST OF WIT POST, MARK IS MAGNETIC.
 DE6211
 DE6211                          STATION RECOVERY (1998)
 DE6211
 DE6211'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6211'RECOVERED IN OSHAWA, 31.5 FT (9.6 M) SOUTH OF TH 87 AT MP 67.75, 30 FT
 DE6211'(9.1 M) EAST OF GRAVEL ROAD, 3 FT (0.9 M) EAST OF CABLEMARKER POST,
 DE6211'1.5 FT (0.5 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3318 ***********************************************************************
 PP3318  DESIGNATION -  15 ES
 PP3318  PID         -  PP3318
 PP3318  STATE/COUNTY-  MN/GOODHUE
 PP3318  COUNTRY     -  US
 PP3318  USGS QUAD   -  GOODHUE EAST (1968)
 PP3318
 PP3318                         *CURRENT SURVEY CONTROL
 PP3318  ______________________________________________________________________
 PP3318* NAD 83(1986) POSITION- 44 29 19.68   (N) 092 32 57.25   (W)   HD_HELD1  
 PP3318* NAVD 88 ORTHO HEIGHT -   250.071  (meters)     820.44  (feet) ADJUSTED  
 PP3318  ______________________________________________________________________
 PP3318  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 PP3318  DYNAMIC HEIGHT  -        250.031 (meters)      820.31  (feet) COMP
 PP3318  MODELED GRAVITY -    980,453.0   (mgal)                       NAVD 88
 PP3318
 PP3318  VERT ORDER      -  SECOND    CLASS I
 PP3318
 PP3318.The horizontal coordinates were established by differentially corrected
 PP3318.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3318.
 PP3318.The orthometric height was determined by differential leveling and
 PP3318.adjusted in June 1995.
 PP3318
 PP3318.Photographs are available for this station.
 PP3318
 PP3318.The dynamic height is computed by dividing the NAVD 88
 PP3318.geopotential number by the normal gravity value computed on the
 PP3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3318.degrees latitude (g = 980.6199 gals.).
 PP3318
 PP3318.The modeled gravity was interpolated from observed gravity values.
 PP3318
 PP3318;                    North         East    Units  Estimated Accuracy
 PP3318;SPC MN S     -   266,446.4     915,385.7     MT  (+/- 3 meters HH1 GPS) 
 PP3318
 PP3318                          SUPERSEDED SURVEY CONTROL
 PP3318
 PP3318.No superseded survey control is available for this station.
 PP3318
 PP3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3584126263(NAD 83)
 PP3318
 PP3318_MARKER: DB = BENCH MARK DISK
 PP3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3318_SP_SET: CONCRETE POST
 PP3318_STAMPING: 15 ES TT 1950
 PP3318_MARK LOGO: USGS  
 PP3318_PROJECTION: FLUSH
 PP3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3318+STABILITY: SURFACE MOTION
 PP3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3318+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3318
 PP3318  HISTORY     - Date     Condition        Report By
 PP3318  HISTORY     - 1950     MONUMENTED       USGS
 PP3318  HISTORY     - 1984     GOOD             MNDT
 PP3318  HISTORY     - 20081104 GOOD             MNDT
 PP3318
 PP3318                          STATION DESCRIPTION
 PP3318
 PP3318'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3318'5.3 MI SE FROM RED WING.
 PP3318'THE MARK IS LOCATED ABOUT 5-1/4 MILES SOUTHEAST OF THE CITY OF RED
 PP3318'WING IN THE SOUTHWEST 1/4 OF SECTION 19, T112N, R14W, 6.7 MILES
 PP3318'SOUTHEAST ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK
 PP3318'HIGHWAYS 61 AND 63 IN RED WING, 41.0 FEET WEST OF AND ABOUT 5 FEET
 PP3318'LOWER THAN THE CENTERLINE OF HIGHWAY 58, 94.3 FEET NORTHWEST OF
 PP3318'HIGHWAY 58 MILE POST NUMBER 17, 422 FEET SOUTHWEST ALONG HIGHWAY 58
 PP3318'FROM A T-ROAD WEST, 99 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 PP3318'EMPTY BRICK SCHOOL HOUSE, 29.3 FEET SOUTH OF A CORNER FENCE POST, 6.7
 PP3318'FEET NORTH OF A 36 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST
 PP3318'SIDE, AND 1.2 FEET SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PP3318'STANDARD USGS BENCH MARK DISK STAMPED---15 ES 1950---, IS SET IN THE
 PP3318'TOP OF A CONCRETE POST AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 PP3318
 PP3318                          STATION RECOVERY (2008)
 PP3318
 PP3318'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3318'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2325 ***********************************************************************
 DL2325  DESIGNATION -  15 KEE
 DL2325  PID         -  DL2325
 DL2325  STATE/COUNTY-  MN/ROSEAU
 DL2325  COUNTRY     -  US
 DL2325  USGS QUAD   -  LEO (1985)
 DL2325
 DL2325                         *CURRENT SURVEY CONTROL
 DL2325  ______________________________________________________________________
 DL2325* NAD 83(2007) POSITION- 48 48 41.92722(N) 096 15 03.65251(W)   ADJUSTED  
 DL2325* NAD 83(2007) ELLIP HT-   284.301 (meters)        (04/01/09)   ADJUSTED
 DL2325* NAD 83(2007) EPOCH   -  2002.00
 DL2325* NAVD 88 ORTHO HEIGHT -   311.9    (meters)    1023.    (feet) GPS OBS   
 DL2325  ______________________________________________________________________
 DL2325  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2325  GEOID HEIGHT    -        -27.55  (meters)                     GEOID03
 DL2325  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DL2325  NAD 83(2007) X  -   -458,230.306 (meters)                     COMP
 DL2325  NAD 83(2007) Y  - -4,183,386.530 (meters)                     COMP
 DL2325  NAD 83(2007) Z  -  4,777,004.660 (meters)                     COMP
 DL2325  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC09
 DL2325  HORZ ORDER      -  FIRST
 DL2325  ELLP ORDER      -  FOURTH    CLASS I
 DL2325
 DL2325.The horizontal coordinates were established by GPS observations
 DL2325.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2325
 DL2325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2325.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2325
 DL2325.The horizontal coordinates are valid at the epoch date displayed above
 DL2325.which is a decimal equivalence of Year/Month/Day.
 DL2325
 DL2325.The orthometric height was determined by GPS observations and a
 DL2325.high-resolution geoid model.
 DL2325
 DL2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2325
 DL2325.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2325
 DL2325.The ellipsoidal height was determined by GPS observations
 DL2325.and is referenced to NAD 83.
 DL2325
 DL2325. The following values were computed from the NAD 83(2007) position.
 DL2325
 DL2325;                    North         East     Units Scale Factor Converg.
 DL2325;SPC MN N     -   361,727.430   568,619.337   MT  1.00004847   -2 20 08.1
 DL2325;SPC MN N     - 1,186,767.41  1,865,545.27   sFT  1.00004847   -2 20 08.1
 DL2325;UTM  14      - 5,410,162.468   701,814.614   MT  1.00010039   +2 04 10.0
 DL2325
 DL2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2325!SPC MN N     -   0.99995545  x   1.00004847  =   1.00000392
 DL2325!UTM  14      -   0.99995545  x   1.00010039  =   1.00005583
 DL2325
 DL2325                          SUPERSEDED SURVEY CONTROL
 DL2325
 DL2325.No superseded survey control is available for this station.
 DL2325
 DL2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV0181410162(NAD 83)
 DL2325
 DL2325_MARKER: DD = SURVEY DISK
 DL2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2325_STAMPING: 15 KEE 1966
 DL2325_MARK LOGO: USGS  
 DL2325_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2325+STABILITY: SURFACE MOTION
 DL2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2325+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2325
 DL2325  HISTORY     - Date     Condition        Report By
 DL2325  HISTORY     - 1966     MONUMENTED       USGS
 DL2325  HISTORY     - 20091001 GOOD             MNDT
 DL2325
 DL2325                          STATION DESCRIPTION
 DL2325
 DL2325'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2325'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2325'THE MARK IS 0.5 MILE SOUTH AND 3.0 MILES WEST OF HAUG, 3.0 MILES WEST
 DL2325'ALONG 290TH STREET FROM THE JUNCTION OF 290TH STREET AND COUNTY ROAD 7
 DL2325'IN HAUG, THENCE 0.5 MILE SOUTH ON 170TH AVENUE, 49 FEET SOUTH OF
 DL2325'DRIVEWAY, 41 FEET WEST OF 170TH AVENUE, 3.0 FEET SOUTHEAST OF POWER
 DL2325'POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8053 ***********************************************************************
 AE8053  DESIGNATION -  15 LMT
 AE8053  PID         -  AE8053
 AE8053  STATE/COUNTY-  MN/FILLMORE
 AE8053  COUNTRY     -  US
 AE8053  USGS QUAD   -  CHERRY GROVE (1965)
 AE8053
 AE8053                         *CURRENT SURVEY CONTROL
 AE8053  ______________________________________________________________________
 AE8053* NAD 83(1986) POSITION- 43 32 39.     (N) 092 22 07.     (W)   SCALED    
 AE8053* NAVD 88 ORTHO HEIGHT -   405.476  (meters)    1330.30  (feet) ADJUSTED  
 AE8053  ______________________________________________________________________
 AE8053  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 AE8053  DYNAMIC HEIGHT  -        405.372 (meters)     1329.96  (feet) COMP
 AE8053  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 AE8053
 AE8053  VERT ORDER      -  SECOND    CLASS I
 AE8053
 AE8053.The horizontal coordinates were scaled from a topographic map and have
 AE8053.an estimated accuracy of +/- 6 seconds.
 AE8053.
 AE8053.The orthometric height was determined by differential leveling and
 AE8053.adjusted in November 1998.
 AE8053
 AE8053.The dynamic height is computed by dividing the NAVD 88
 AE8053.geopotential number by the normal gravity value computed on the
 AE8053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8053.degrees latitude (g = 980.6199 gals.).
 AE8053
 AE8053.The modeled gravity was interpolated from observed gravity values.
 AE8053
 AE8053;                    North         East    Units  Estimated Accuracy
 AE8053;SPC MN S     -   161,780.      931,840.      MT  (+/- 180 meters Scaled)
 AE8053
 AE8053                          SUPERSEDED SURVEY CONTROL
 AE8053
 AE8053.No superseded survey control is available for this station.
 AE8053
 AE8053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ510214(NAD 83)
 AE8053
 AE8053_MARKER: DB = BENCH MARK DISK
 AE8053_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8053_STAMPING: 15 LMT 1963
 AE8053_MARK LOGO: USGS  
 AE8053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8053+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991
 AE8053
 AE8053  HISTORY     - Date     Condition        Report By
 AE8053  HISTORY     - 1963     MONUMENTED       USGS
 AE8053  HISTORY     - 19910729 GOOD             MNDT
 AE8053
 AE8053                          STATION DESCRIPTION
 AE8053
 AE8053'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8053'THE MARK IS LOCATED 3.0 MILES (4.8 KM) NORTH OF CHESTER (IOWA), IN THE
 AE8053'NW 1/4 OF SECTION 23, T101N, R13W, 3.05 MILES (4.91 KM) NORTH ALONG TH
 AE8053'63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63 RIGHT OF WAY, AT
 AE8053'MILEPOINT 3.05.  THE MARK IS 300.0 FT (91.4 M) ENE OF AND ABOUT 1.5 FT
 AE8053'(0.5 M) LOWER THAN THE CENTERLINE OF TH 63, 37.0 FT (11.3 M) SOUTH OF
 AE8053'THE CENTERLINE OF TRUNK HIGHWAY 44, 6.8 FT (2.1 M) SW OF A POWER POLE,
 AE8053'0.6 FT (18.3 CM) NORTH OF A STEEL WITNESS POST AND 0.5 FT (15.2 CM)
 AE8053'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 WA0173 ***********************************************************************
 WA0173  DESIGNATION -  15 MDD
 WA0173  PID         -  WA0173
 WA0173  STATE/COUNTY-  MN/MARSHALL
 WA0173  COUNTRY     -  US
 WA0173  USGS QUAD   -  BIG WOODS (1966)
 WA0173
 WA0173                         *CURRENT SURVEY CONTROL
 WA0173  ______________________________________________________________________
 WA0173* NAD 83(2007) POSITION- 48 15 08.91869(N) 097 06 31.28385(W)   ADJUSTED  
 WA0173* NAD 83(2007) ELLIP HT-   217.892 (meters)        (07/11/08)   ADJUSTED
 WA0173* NAD 83(2007) EPOCH   -  2002.00
 WA0173* NAVD 88 ORTHO HEIGHT -   244.8    (meters)     803.    (feet) GPS OBS   
 WA0173  ______________________________________________________________________
 WA0173  NAVD 88 orthometric height was determined with geoid model    GEOID03
 WA0173  GEOID HEIGHT    -        -26.91  (meters)                     GEOID03
 WA0173  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 WA0173  NAD 83(2007) X  -   -526,559.575 (meters)                     COMP
 WA0173  NAD 83(2007) Y  - -4,222,251.665 (meters)                     COMP
 WA0173  NAD 83(2007) Z  -  4,735,777.817 (meters)                     COMP
 WA0173  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 WA0173  HORZ ORDER      -  FIRST
 WA0173  ELLP ORDER      -  FIRST     CLASS I
 WA0173
 WA0173.The horizontal coordinates were established by GPS observations
 WA0173.and adjusted by the MN DEPT OF TRANSP in July 2008.
 WA0173
 WA0173.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 WA0173.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 WA0173
 WA0173.The horizontal coordinates are valid at the epoch date displayed above
 WA0173.which is a decimal equivalence of Year/Month/Day.
 WA0173
 WA0173.The orthometric height was determined by GPS observations and a
 WA0173.high-resolution geoid model.
 WA0173
 WA0173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0173
 WA0173.The Laplace correction was computed from DEFLEC09 derived deflections.
 WA0173
 WA0173.The ellipsoidal height was determined by GPS observations
 WA0173.and is referenced to NAD 83.
 WA0173
 WA0173. The following values were computed from the NAD 83(2007) position.
 WA0173
 WA0173;                    North         East     Units Scale Factor Converg.
 WA0173;SPC MN N     -   302,548.677   502,467.100   MT  0.99992930   -2 58 16.8
 WA0173;SPC MN N     -   992,611.78  1,648,510.81   sFT  0.99992930   -2 58 16.8
 WA0173;UTM  14      - 5,346,091.727   640,390.605   MT  0.99984217   +1 24 40.7
 WA0173
 WA0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0173!SPC MN N     -   0.99996585  x   0.99992930  =   0.99989515
 WA0173!UTM  14      -   0.99996585  x   0.99984217  =   0.99980803
 WA0173
 WA0173                          SUPERSEDED SURVEY CONTROL
 WA0173
 WA0173.No superseded survey control is available for this station.
 WA0173
 WA0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4039046091(NAD 83)
 WA0173
 WA0173_MARKER: DD = SURVEY DISK
 WA0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0173_STAMPING: 15 MDD 1966
 WA0173_MARK LOGO: USGS  
 WA0173_PROJECTION: RECESSED 3 CENTIMETERS
 WA0173_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 WA0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0173+STABILITY: SURFACE MOTION
 WA0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0173+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 WA0173
 WA0173  HISTORY     - Date     Condition        Report By
 WA0173  HISTORY     - 1966     MONUMENTED       USGS
 WA0173  HISTORY     - 20070604 GOOD             MNDT
 WA0173
 WA0173                          STATION DESCRIPTION
 WA0173
 WA0173'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 WA0173'4 MILES NORTH ON TRUNKHIGHWAY 220 FROM JUNCTION OF TRUNK HIGHWAY 220
 WA0173'AND TRUNK HIGHWAY 1 (1.2 MILES EAST OF OSL, AT TRUNK HIGHWAY 220
 WA0173'MILEPOINT 55.0), 72 FEET WEST OF TRUNK HIGHWAY 220, 243 FEET SOUTH OF
 WA0173'260TH STREET NORTHWEST, 43.1 FEEET NORTH OF TELEPHONE POLE NUMBER C21,
 WA0173'1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1926 ***********************************************************************
 DM1926  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1926  DESIGNATION -  15 RB
 DM1926  PID         -  DM1926
 DM1926  STATE/COUNTY-  MN/POPE
 DM1926  COUNTRY     -  US
 DM1926  USGS QUAD   -  LAKE SIMON (1977)
 DM1926
 DM1926                         *CURRENT SURVEY CONTROL
 DM1926  ______________________________________________________________________
 DM1926* NAD 83(2007) POSITION- 45 25 38.83650(N) 095 21 27.34238(W)   ADJUSTED  
 DM1926* NAD 83(2007) ELLIP HT-   345.060 (meters)        (08/04/10)   ADJUSTED
 DM1926* NAD 83(2007) EPOCH   -  2002.00
 DM1926* NAVD 88 ORTHO HEIGHT -   371.41   (meters)    1218.5   (feet) GPS OBS   
 DM1926  ______________________________________________________________________
 DM1926  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1926  GEOID HEIGHT    -        -26.28  (meters)                     GEOID03
 DM1926  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DM1926  NAD 83(2007) X  -   -418,688.540 (meters)                     COMP
 DM1926  NAD 83(2007) Y  - -4,464,526.968 (meters)                     COMP
 DM1926  NAD 83(2007) Z  -  4,521,060.112 (meters)                     COMP
 DM1926  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 DM1926  HORZ ORDER      -  FIRST
 DM1926  ELLP ORDER      -  THIRD     CLASS I
 DM1926
 DM1926.The horizontal coordinates were established by GPS observations
 DM1926.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1926
 DM1926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1926.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1926
 DM1926.The horizontal coordinates are valid at the epoch date displayed above
 DM1926.which is a decimal equivalence of Year/Month/Day.
 DM1926
 DM1926.The orthometric height was determined by GPS observations and a
 DM1926.high-resolution geoid model using precise GPS observation and
 DM1926.processing techniques.
 DM1926
 DM1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1926
 DM1926.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1926
 DM1926.The ellipsoidal height was determined by GPS observations
 DM1926.and is referenced to NAD 83.
 DM1926
 DM1926. The following values were computed from the NAD 83(2007) position.
 DM1926
 DM1926;                    North         East     Units Scale Factor Converg.
 DM1926;SPC MN C     -   148,117.054   713,320.218   MT  1.00004636   -0 48 04.4
 DM1926;SPC MN C     -   485,947.37  2,340,284.75   sFT  1.00004636   -0 48 04.4
 DM1926;UTM  15      - 5,033,140.709   315,572.953   MT  1.00001821   -1 40 47.8
 DM1926
 DM1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1926!SPC MN C     -   0.99994590  x   1.00004636  =   0.99999226
 DM1926!UTM  15      -   0.99994590  x   1.00001821  =   0.99996411
 DM1926
 DM1926                          SUPERSEDED SURVEY CONTROL
 DM1926
 DM1926.No superseded survey control is available for this station.
 DM1926
 DM1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1557233140(NAD 83)
 DM1926
 DM1926_MARKER: DD = SURVEY DISK
 DM1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1926_STAMPING: 15 RB 1966
 DM1926_MARK LOGO: USGS  
 DM1926_PROJECTION: FLUSH
 DM1926_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1926+STABILITY: SURFACE MOTION
 DM1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1926+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 DM1926
 DM1926  HISTORY     - Date     Condition        Report By
 DM1926  HISTORY     - 19660401 MONUMENTED       USGS
 DM1926  HISTORY     - 20090603 GOOD             MNDT
 DM1926
 DM1926                          STATION DESCRIPTION
 DM1926
 DM1926'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1926'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1926'THE MARK IS 6.0 MILES SOUTH OF TERRACE, 2.4 MILES SOUTH AND WEST ALONG
 DM1926'198TH AVENUE FROM JUNCTION OF 198TH AVENUE AND TRUNK HIGHWAY 104 AT
 DM1926'TERRACE, THEN 3.2 MILES WEST AND SOUTH ALONG COUNTY ROAD 8 TO JUNCTION
 DM1926'OF COUNTY ROAD 8 AND COUNTY ROAD 84, 187 FEET NORTH OF COUNTY ROAD 84
 DM1926'(330TH STREET), 50.3 FEET WEST OF COUNTY ROAD 8, 1.7 FEET NORTH OF
 DM1926'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1423 ***********************************************************************
 OO1423  DESIGNATION -  15 RDS
 OO1423  PID         -  OO1423
 OO1423  STATE/COUNTY-  MN/FREEBORN
 OO1423  COUNTRY     -  US
 OO1423  USGS QUAD   -  WELLS (1982)
 OO1423
 OO1423                         *CURRENT SURVEY CONTROL
 OO1423  ______________________________________________________________________
 OO1423* NAD 83(1986) POSITION- 43 40 09.     (N) 093 37 42.     (W)   SCALED    
 OO1423* NAVD 88 ORTHO HEIGHT -   370.159  (meters)    1214.43  (feet) POSTED    
 OO1423  ______________________________________________________________________
 OO1423  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 OO1423  DYNAMIC HEIGHT  -        370.07  (meters)     1214.1   (feet) COMP
 OO1423  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 OO1423
 OO1423  VERT ORDER      -  * POSTED, Code B , SEE BELOW
 OO1423
 OO1423.The horizontal coordinates were scaled from a topographic map and have
 OO1423.an estimated accuracy of +/- 6 seconds.
 OO1423.
 OO1423.The orthometric height was determined by differential leveling
 OO1423.and adjusted by the  in 1992.
 OO1423
 OO1423.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OO1423.rate of 1.1 thru 2.0 mm/km.
 OO1423
 OO1423.The dynamic height is computed by dividing the NAVD 88
 OO1423.geopotential number by the normal gravity value computed on the
 OO1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1423.degrees latitude (g = 980.6199 gals.).
 OO1423
 OO1423.The modeled gravity was interpolated from observed gravity values.
 OO1423
 OO1423;                    North         East    Units  Estimated Accuracy
 OO1423;SPC MN S     -   174,420.      829,980.      MT  (+/- 180 meters Scaled)
 OO1423
 OO1423                          SUPERSEDED SURVEY CONTROL
 OO1423
 OO1423.No superseded survey control is available for this station.
 OO1423
 OO1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ493353(NAD 83)
 OO1423
 OO1423_MARKER: DB = BENCH MARK DISK
 OO1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1423_SP_SET: CONCRETE POST
 OO1423_STAMPING: 15 RDS 1953 1214
 OO1423_MARK LOGO: USGS  
 OO1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1423+STABILITY: SURFACE MOTION
 OO1423
 OO1423  HISTORY     - Date     Condition        Report By
 OO1423  HISTORY     - 1953     MONUMENTED       USGS
 OO1423  HISTORY     - 1980     GOOD             MNDT
 OO1423
 OO1423                          STATION DESCRIPTION
 OO1423
 OO1423'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1423'2.6 MI WEST FROM ALDEN.
 OO1423'THE MARK IS LOCATED ABOUT 2.6 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1423'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN, THENCE 0.25 MILE
 OO1423'NORTH ALONG COUNTY ROAD 61 AND IS IN THE NE 1/4 OF SECTION 6, T102N,
 OO1423'R23W.  THE MARK IS 236 FEET SOUTH OF A DRIVEWAY TO THE WEST, 210 FEET
 OO1423'NORTH OF A DRIVEWAY TO THE EAST, 40.9 FEET EAST OF A 24 INCH BOX
 OO1423'ELDER TREE ON THE EAST END OF A TREE LINE, 32 FEET WEST OF THE CENTER
 OO1423'OF COUNTY ROAD 61, 4.5 FEET EAST-NORTHEAST OF A POWER POLE AND 0.8
 OO1423'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS BENCH
 OO1423'MARK DISK STAMPED---15 RDS 1953 1214---, IS SET IN THE TOP OF A
 OO1423'MAGNETIC CONCRETE POST THAT PROJECTS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8302 ***********************************************************************
 DF8302  DESIGNATION -  15 RDS RESET
 DF8302  PID         -  DF8302
 DF8302  STATE/COUNTY-  MN/WINONA
 DF8302  COUNTRY     -  US
 DF8302  USGS QUAD   -  UTICA (1974)
 DF8302
 DF8302                         *CURRENT SURVEY CONTROL
 DF8302  ______________________________________________________________________
 DF8302* NAD 83(2007) POSITION- 43 52 34.07965(N) 091 54 08.73924(W)   ADJUSTED  
 DF8302* NAD 83(2007) ELLIP HT-   335.508 (meters)        (02/10/07)   ADJUSTED
 DF8302* NAD 83(2007) EPOCH   -  2002.00
 DF8302* NAVD 88 ORTHO HEIGHT -   365.6    (meters)    1199.    (feet) GPS OBS   
 DF8302  ______________________________________________________________________
 DF8302  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8302  GEOID HEIGHT    -        -30.08  (meters)                     GEOID99
 DF8302  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 DF8302  NAD 83(2007) X  -   -152,883.497 (meters)                     COMP
 DF8302  NAD 83(2007) Y  - -4,602,729.676 (meters)                     COMP
 DF8302  NAD 83(2007) Z  -  4,398,413.579 (meters)                     COMP
 DF8302  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC09
 DF8302
 DF8302  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8302  Type                                         Horiz  Ellip  Dist(km)
 DF8302  -------------------------------------------------------------------
 DF8302  NETWORK                                       0.64   1.72
 DF8302  -------------------------------------------------------------------
 DF8302  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.67   1.80      8.37
 DF8302  -------------------------------------------------------------------
 DF8302  NOTE: Click here for information on individual local accuracy
 DF8302  values and other accuracy information.
 DF8302
 DF8302
 DF8302.The horizontal coordinates were established by GPS observations
 DF8302.and adjusted by the National Geodetic Survey in February 2007.
 DF8302
 DF8302.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8302.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8302
 DF8302.The horizontal coordinates are valid at the epoch date displayed above
 DF8302.which is a decimal equivalence of Year/Month/Day.
 DF8302
 DF8302.The orthometric height was determined by GPS observations and a
 DF8302.high-resolution geoid model.
 DF8302
 DF8302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8302
 DF8302.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8302
 DF8302.The ellipsoidal height was determined by GPS observations
 DF8302.and is referenced to NAD 83.
 DF8302
 DF8302. The following values were computed from the NAD 83(2007) position.
 DF8302
 DF8302;                    North         East     Units Scale Factor Converg.
 DF8302;SPC MN S     -   199,512.348   968,566.242   MT  0.99998118   +1 28 12.9
 DF8302;SPC MN S     -   654,566.76  3,177,704.41   sFT  0.99998118   +1 28 12.9
 DF8302;UTM  15      - 4,858,700.811   588,179.981   MT  0.99969564   +0 45 38.8
 DF8302
 DF8302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8302!SPC MN S     -   0.99994739  x   0.99998118  =   0.99992857
 DF8302!UTM  15      -   0.99994739  x   0.99969564  =   0.99964305
 DF8302
 DF8302                          SUPERSEDED SURVEY CONTROL
 DF8302
 DF8302  NAD 83(1996)-  43 52 34.07930(N)    091 54 08.73847(W) AD(       ) 1
 DF8302  ELLIP H (10/06/03)  335.559  (m)                       GP(       ) 3 2
 DF8302
 DF8302.Superseded values are not recommended for survey control.
 DF8302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8302.See file dsdata.txt to determine how the superseded data were derived.
 DF8302
 DF8302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8817958700(NAD 83)
 DF8302
 DF8302_MARKER: DD = SURVEY DISK
 DF8302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8302_STAMPING: 15 RDS 1952 RESET 1979
 DF8302_MARK LOGO: MNDT  
 DF8302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8302+STABILITY: SURFACE MOTION
 DF8302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8302+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 DF8302
 DF8302  HISTORY     - Date     Condition        Report By
 DF8302  HISTORY     - 1979     MONUMENTED       MNDT
 DF8302  HISTORY     - 20010401 GOOD             MNDT
 DF8302  HISTORY     - 20050429 GOOD             MNDT
 DF8302  HISTORY     - 20050429 GOOD             MNDT
 DF8302
 DF8302                          STATION DESCRIPTION
 DF8302
 DF8302'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8302'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 2.5 MI SOUTH OF
 DF8302'FREMONT, 47 FT EAST OF CO RD 29, 4.4 MI SOUTH OF FAI 9 0, 1.0 FT SOUTH
 DF8302'OF WIT POST
 DF8302
 DF8302                          STATION RECOVERY (2005)
 DF8302
 DF8302'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (PB)
 DF8302'2.5 MILES SOUTH OF FREMONT, 4.4 MILES SOUTH OF INTERSTATE HIGHWAY 90,
 DF8302'47 FEET EAST OF COUNTY ROAD 29, 1.0 FEET SOUTH OF WITNESS POST
 DF8302
 DF8302                          STATION RECOVERY (2005)
 DF8302
 DF8302'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (PB)
 DF8302'2.5 MILES SOUTH OF FREMONT, 4.4 MILES SOUTH OF INTERSTATE HIGHWAY 90,
 DF8302'47 FEET EAST OF COUNTY ROAD 29, 1.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1150 ***********************************************************************
 PQ1150  HT_MOD      -  This is a Height Modernization Survey Station.
 PQ1150  DESIGNATION -  15 T
 PQ1150  PID         -  PQ1150
 PQ1150  STATE/COUNTY-  MN/LYON
 PQ1150  COUNTRY     -  US
 PQ1150  USGS QUAD   -  MINNEOTA (1967)
 PQ1150
 PQ1150                         *CURRENT SURVEY CONTROL
 PQ1150  ______________________________________________________________________
 PQ1150* NAD 83(2007) POSITION- 44 30 06.79657(N) 095 57 38.36073(W)   ADJUSTED  
 PQ1150* NAD 83(2007) ELLIP HT-   337.477 (meters)        (11/04/09)   ADJUSTED
 PQ1150* NAD 83(2007) EPOCH   -  2002.00
 PQ1150* NAVD 88 ORTHO HEIGHT -   364.19   (meters)    1194.8   (feet) GPS OBS   
 PQ1150  ______________________________________________________________________
 PQ1150  NAVD 88 orthometric height was determined with geoid model    GEOID03
 PQ1150  GEOID HEIGHT    -        -26.67  (meters)                     GEOID03
 PQ1150  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 PQ1150  NAD 83(2007) X  -   -473,203.434 (meters)                     COMP
 PQ1150  NAD 83(2007) Y  - -4,532,165.266 (meters)                     COMP
 PQ1150  NAD 83(2007) Z  -  4,448,274.370 (meters)                     COMP
 PQ1150  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC09
 PQ1150  HORZ ORDER      -  FIRST
 PQ1150  ELLP ORDER      -  THIRD     CLASS I
 PQ1150
 PQ1150.The horizontal coordinates were established by GPS observations
 PQ1150.and adjusted by the MN DEPT OF TRANSP in November 2009.
 PQ1150
 PQ1150.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1150.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1150
 PQ1150.The horizontal coordinates are valid at the epoch date displayed above
 PQ1150.which is a decimal equivalence of Year/Month/Day.
 PQ1150
 PQ1150.The orthometric height was determined by GPS observations and a
 PQ1150.high-resolution geoid model using precise GPS observation and
 PQ1150.processing techniques.
 PQ1150
 PQ1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1150
 PQ1150.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1150
 PQ1150.The ellipsoidal height was determined by GPS observations
 PQ1150.and is referenced to NAD 83.
 PQ1150
 PQ1150. The following values were computed from the NAD 83(2007) position.
 PQ1150
 PQ1150;                    North         East     Units Scale Factor Converg.
 PQ1150;SPC MN S     -   268,746.486   644,102.044   MT  0.99992204   -1 22 27.4
 PQ1150;SPC MN S     -   881,712.43  2,113,191.46   sFT  0.99992204   -1 22 27.4
 PQ1150;UTM  15      - 4,931,883.112   264,640.162   MT  1.00028128   -2 04 34.2
 PQ1150;UTM  14      - 4,932,112.906   741,615.351   MT  1.00031798   +2 07 53.1
 PQ1150
 PQ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1150!SPC MN S     -   0.99994709  x   0.99992204  =   0.99986913
 PQ1150!UTM  15      -   0.99994709  x   1.00028128  =   1.00022835
 PQ1150!UTM  14      -   0.99994709  x   1.00031798  =   1.00026505
 PQ1150
 PQ1150                          SUPERSEDED SURVEY CONTROL
 PQ1150
 PQ1150  NAD 83(1996)-  44 30 06.79893(N)    095 57 38.36739(W) AD(       ) 3
 PQ1150  NAD 83(1996)-  44 30 06.79489(N)    095 57 38.36360(W) AD(       ) 3
 PQ1150  NAD 83(1986)-  44 30 06.79522(N)    095 57 38.35323(W) AD(       ) 3
 PQ1150  NAD 27      -  44 30 06.93746(N)    095 57 37.25007(W) AD(       ) 3
 PQ1150  NGVD 29 (07/19/86)  364.00   (m)         1194.2    (f) LEVELING    3  
 PQ1150
 PQ1150.Superseded values are not recommended for survey control.
 PQ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1150.See file dsdata.txt to determine how the superseded data were derived.
 PQ1150
 PQ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6464031883(NAD 83)
 PQ1150
 PQ1150_MARKER: DB = BENCH MARK DISK
 PQ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1150_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1150_STAMPING: 15 T 1960 1194
 PQ1150_MARK LOGO: USGS  
 PQ1150_PROJECTION: RECESSED 30 CENTIMETERS
 PQ1150_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1150+STABILITY: SURFACE MOTION
 PQ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1150+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 PQ1150
 PQ1150  HISTORY     - Date     Condition        Report By
 PQ1150  HISTORY     - 1960     MONUMENTED       USGS
 PQ1150  HISTORY     - 20090421 GOOD             MNDT
 PQ1150
 PQ1150                          STATION DESCRIPTION
 PQ1150
 PQ1150'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1150'MINNEOTA,4 MILE S AND 2 MILE E OF. 34 FT N,575 FT W AND 3.2 FT HIGHER
 PQ1150'THAN T-ROAD W AT CORNER SECTIONS 13,18,19,24,T.112N,R.42W,330 FT W OF
 PQ1150'BRIDGE,1 FT S OF E-W FENCE. IN A CONCRETE POST A STANDARD TABLET
 PQ1150'STAMPED---15 T 1960 1194 ET---.
 PQ1150
 PQ1150                          STATION RECOVERY (2009)
 PQ1150
 PQ1150'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1150'4.0 MILES WEST-SOUTHWEST OF GHENT, 3.0 MILES WEST ALONG COUNTY ROAD 8
 PQ1150'(320TH STREET) FROM JUNCTION OF COUNTY ROAD 8 ANDTRUNK HIGHWAY 68, TO
 PQ1150'TRUNK HIGHWAY 68 MILEPOINT 31.95, THEN GO 1.0 MILE SOUTH ALONG COUNTY
 PQ1150'ROAD 15 (170TH AVENUE), THEN GO 0.1 MILE WEST ALONG 310TH STREET, 330
 PQ1150'FEET WEST OF REFERENCE MARK, 34.0 FEET NORTH OF 310TH STREET, 2.8 FEET
 PQ1150'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5506 ***********************************************************************
 DM5506  DESIGNATION -  15 WR
 DM5506  PID         -  DM5506
 DM5506  STATE/COUNTY-  MN/LAKE
 DM5506  COUNTRY     -  US
 DM5506  USGS QUAD   -  SAWBILL LANDING (1984)
 DM5506
 DM5506                         *CURRENT SURVEY CONTROL
 DM5506  ______________________________________________________________________
 DM5506* NAD 83(1986) POSITION- 47 42 04.0    (N) 091 20 08.8    (W)   HD_HELD2  
 DM5506* NAVD 88 ORTHO HEIGHT -   513.189  (meters)    1683.69  (feet) ADJUSTED  
 DM5506  ______________________________________________________________________
 DM5506  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 DM5506  DYNAMIC HEIGHT  -        513.269 (meters)     1683.95  (feet) COMP
 DM5506  MODELED GRAVITY -    980,750.3   (mgal)                       NAVD 88
 DM5506
 DM5506  VERT ORDER      -  SECOND    CLASS I
 DM5506
 DM5506.The horizontal coordinates were established by autonomous hand held GPS
 DM5506.observations and have an estimated accuracy of +/- 10 meters.
 DM5506.
 DM5506.The orthometric height was determined by differential leveling and
 DM5506.adjusted in June 2011.
 DM5506
 DM5506.The dynamic height is computed by dividing the NAVD 88
 DM5506.geopotential number by the normal gravity value computed on the
 DM5506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5506.degrees latitude (g = 980.6199 gals.).
 DM5506
 DM5506.The modeled gravity was interpolated from observed gravity values.
 DM5506
 DM5506;                    North         East    Units  Estimated Accuracy
 DM5506;SPC MN N     -   235,042.      932,390.      MT  (+/- 10 meters HH2 GPS)
 DM5506
 DM5506                          SUPERSEDED SURVEY CONTROL
 DM5506
 DM5506.No superseded survey control is available for this station.
 DM5506
 DM5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2485784422(NAD 83)
 DM5506
 DM5506_MARKER: DB = BENCH MARK DISK
 DM5506_SETTING: 80 = SET IN A BOULDER
 DM5506_STAMPING: 15 WR 1683 1953
 DM5506_MARK LOGO: USGS  
 DM5506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5506+STABILITY: SURFACE MOTION
 DM5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5506+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 DM5506
 DM5506  HISTORY     - Date     Condition        Report By
 DM5506  HISTORY     - 1953     MONUMENTED       USGS
 DM5506  HISTORY     - 20070726 GOOD             MNDT
 DM5506
 DM5506                          STATION DESCRIPTION
 DM5506
 DM5506'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5506'THE MARK IS LOCATED ABOUT 16.6 MI (26.7 KM) NORTHWEST OF CRAMER, 10.9
 DM5506'MI (17.5 KM) WEST-NORTHWEST OF CLEAR LAKE AND 5.9 MI (9.5 KM) NORTH OF
 DM5506'ISABELLA MINNESOTA.
 DM5506' 
 DM5506'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5506'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5506'EAST ALONG FOREST ROAD 172, THENCE 5.57 MI (9.0 KM) NORTH ON FOREST
 DM5506'ROAD 369, THENCE 0.25 MI (0.4 KM) NORTH ON FOREST ROAD 373, THENCE 355
 DM5506'FT (108.2 M) NORTHEAST ON AN OLD ROAD BED.
 DM5506' 
 DM5506'THE MARK IS FOUND 76.0 FT (23.2 M) NORTHWEST OF THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9746 ***********************************************************************
 DE9746  DESIGNATION -  1501 A
 DE9746  PID         -  DE9746
 DE9746  STATE/COUNTY-  MN/CLEARWATER
 DE9746  COUNTRY     -  US
 DE9746  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9746
 DE9746                         *CURRENT SURVEY CONTROL
 DE9746  ______________________________________________________________________
 DE9746* NAD 83(2007) POSITION- 47 52 24.61591(N) 095 12 44.35804(W)   ADJUSTED  
 DE9746* NAD 83(2007) ELLIP HT-   331.284 (meters)        (02/10/07)   ADJUSTED
 DE9746* NAD 83(2007) EPOCH   -  2002.00
 DE9746* NAVD 88 ORTHO HEIGHT -   359.167  (meters)    1178.37  (feet) ADJUSTED  
 DE9746  ______________________________________________________________________
 DE9746  NAD 83(2007) X  -   -389,403.852 (meters)                     COMP
 DE9746  NAD 83(2007) Y  - -4,268,657.217 (meters)                     COMP
 DE9746  NAD 83(2007) Z  -  4,707,699.227 (meters)                     COMP
 DE9746  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC09
 DE9746  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DE9746  DYNAMIC HEIGHT  -        359.225 (meters)     1178.56  (feet) COMP
 DE9746  MODELED GRAVITY -    980,763.5   (mgal)                       NAVD 88
 DE9746
 DE9746  VERT ORDER      -  SECOND    CLASS I
 DE9746
 DE9746  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9746  Type                                         Horiz  Ellip  Dist(km)
 DE9746  -------------------------------------------------------------------
 DE9746  NETWORK                                       1.03   0.76
 DE9746  -------------------------------------------------------------------
 DE9746  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.92   0.63      2.39
 DE9746  -------------------------------------------------------------------
 DE9746  NOTE: Click here for information on individual local accuracy
 DE9746  values and other accuracy information.
 DE9746
 DE9746
 DE9746.The horizontal coordinates were established by GPS observations
 DE9746.and adjusted by the National Geodetic Survey in February 2007.
 DE9746
 DE9746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9746.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9746
 DE9746.The horizontal coordinates are valid at the epoch date displayed above
 DE9746.which is a decimal equivalence of Year/Month/Day.
 DE9746
 DE9746.The orthometric height was determined by differential leveling and
 DE9746.adjusted in October 2007.
 DE9746
 DE9746.Photographs are available for this station.
 DE9746
 DE9746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9746
 DE9746.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9746
 DE9746.The ellipsoidal height was determined by GPS observations
 DE9746.and is referenced to NAD 83.
 DE9746
 DE9746.The dynamic height is computed by dividing the NAVD 88
 DE9746.geopotential number by the normal gravity value computed on the
 DE9746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9746.degrees latitude (g = 980.6199 gals.).
 DE9746
 DE9746.The modeled gravity was interpolated from observed gravity values.
 DE9746
 DE9746. The following values were computed from the NAD 83(2007) position.
 DE9746
 DE9746;                    North         East     Units Scale Factor Converg.
 DE9746;SPC MN N     -   254,855.808   642,017.273   MT  0.99990304   -1 33 56.5
 DE9746;SPC MN N     -   836,139.43  2,106,351.67   sFT  0.99990304   -1 33 56.5
 DE9746;UTM  15      - 5,304,610.202   334,571.797   MT  0.99993629   -1 38 28.2
 DE9746
 DE9746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9746!SPC MN N     -   0.99994808  x   0.99990304  =   0.99985112
 DE9746!UTM  15      -   0.99994808  x   0.99993629  =   0.99988437
 DE9746
 DE9746                          SUPERSEDED SURVEY CONTROL
 DE9746
 DE9746  NAD 83(1996)-  47 52 24.61591(N)    095 12 44.35797(W) AD(       ) 1
 DE9746  ELLIP H (01/24/03)  331.273  (m)                       GP(       ) 4 1
 DE9746  NAVD 88 (04/16/04)  359.207  (m)         1178.50   (f) SUPERSEDED  2 1
 DE9746  NAVD 88 (01/24/03)  359.17   (m)         1178.4    (f) LEVELING    3  
 DE9746
 DE9746.Superseded values are not recommended for survey control.
 DE9746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9746.See file dsdata.txt to determine how the superseded data were derived.
 DE9746
 DE9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3457104610(NAD 83)
 DE9746
 DE9746_MARKER: DD = SURVEY DISK
 DE9746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9746_STAMPING: 1501 A 2001
 DE9746_MARK LOGO: MNDT  
 DE9746_PROJECTION: FLUSH
 DE9746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9746+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2007
 DE9746_ROD/PIPE-DEPTH: 10.7 meters
 DE9746
 DE9746  HISTORY     - Date     Condition        Report By
 DE9746  HISTORY     - 2001     MONUMENTED       MNDT
 DE9746  HISTORY     - 20010710 GOOD             MNDT
 DE9746  HISTORY     - 20031002 GOOD             MNDT
 DE9746  HISTORY     - 20031002 GOOD             MNDT
 DE9746  HISTORY     - 20061116 GOOD             MNDT
 DE9746  HISTORY     - 20070207 GOOD             MNDT
 DE9746
 DE9746                          STATION DESCRIPTION
 DE9746
 DE9746'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9746'THE MARK IS 8.75 MI (14.08 KM) WEST OF RED LAKE, 7.9 MI (12.7 KM) WEST
 DE9746'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 109.15, 46.5 FT (14.2
 DE9746'M) NORTH OF TH 1, 12.7 FT (3.9 M) WEST OF DRIVEWAY AT FIRE NO 1540,
 DE9746'1.6 FT (0.5 M) SOUTH OF WIT POST.
 DE9746
 DE9746                          STATION RECOVERY (2001)
 DE9746
 DE9746'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9746'THE MARK IS 8.75 MI (14.08 KM) WEST OF RED LAKE, 7.9 MI (12.7 KM) WEST
 DE9746'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MILE WEST OF RED LAKE)
 DE9746'AT TH 1 MP 109.15, 46.5 FT (14.2 M) NORTH OF TH 1, 12.7 FT (3.9 M)
 DE9746'WEST OF DRIVEWAY FIRE NO 1540, 1.6 FT (0.5 M) SOUTH OF WIT POST,
 DE9746'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DE9746
 DE9746                          STATION RECOVERY (2003)
 DE9746
 DE9746'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE9746'8.75 MILES WEST OF RED LAKE, 7.9 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9746'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN (1 MILE WEST OF
 DE9746'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 109.15, 46.5 FEET NORTH OF
 DE9746'TRUNK HIGHWAY 1, 12.7 FEET WEST OF DRIVEWAY FIRE NUMBER 1540, 1.6 FEET
 DE9746'SOUTH OF WITNESS POST.
 DE9746
 DE9746                          STATION RECOVERY (2003)
 DE9746
 DE9746'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE9746'8.75 MILES WEST OF RED LAKE, 7.9 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9746'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN (1 MILE WEST OF
 DE9746'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 109.15, 46.5 FEET NORTH OF
 DE9746'TRUNK HIGHWAY 1, 12.7 FEET WEST OF DRIVEWAY FIRE NUMBER 1540, 1.6 FEET
 DE9746'SOUTH OF WITNESS POST.
 DE9746
 DE9746                          STATION RECOVERY (2006)
 DE9746
 DE9746'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VG)
 DE9746'8.75 MILES WEST OF RED LAKE, 7.9 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9746'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN (1 MILE WEST OF
 DE9746'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 109.15, 46.5 FEET NORTH OF
 DE9746'TRUNK HIGHWAY 1, 12.7 FEET WEST OF DRIVEWAY FIRE NUMBER 1540, 1.6 FEET
 DE9746'SOUTH OF WITNESS POST.
 DE9746
 DE9746                          STATION RECOVERY (2007)
 DE9746
 DE9746'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 DE9746'8.75 MILES WEST OF RED LAKE, 7.9 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9746'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN (1 MILE WEST OF
 DE9746'RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 109.15, 46.5 FEET NORTH OF
 DE9746'TRUNK HIGHWAY 1, 12.7 FEET WEST OF DRIVEWAY FIRE NUMBER 1540, 1.6 FEET
 DE9746'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9747 ***********************************************************************
 DE9747  DESIGNATION -  1501 B
 DE9747  PID         -  DE9747
 DE9747  STATE/COUNTY-  MN/CLEARWATER
 DE9747  COUNTRY     -  US
 DE9747  USGS QUAD   -  BAGLEY LAKE (1972)
 DE9747
 DE9747                         *CURRENT SURVEY CONTROL
 DE9747  ______________________________________________________________________
 DE9747* NAD 83(2007) POSITION- 47 52 40.43983(N) 095 13 48.88255(W)   ADJUSTED  
 DE9747* NAD 83(2007) ELLIP HT-   331.553 (meters)        (02/10/07)   ADJUSTED
 DE9747* NAD 83(2007) EPOCH   -  2002.00
 DE9747* NAVD 88 ORTHO HEIGHT -   359.425  (meters)    1179.21  (feet) ADJUSTED  
 DE9747  ______________________________________________________________________
 DE9747  NAD 83(2007) X  -   -390,706.140 (meters)                     COMP
 DE9747  NAD 83(2007) Y  - -4,268,174.377 (meters)                     COMP
 DE9747  NAD 83(2007) Z  -  4,708,027.255 (meters)                     COMP
 DE9747  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC09
 DE9747  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DE9747  DYNAMIC HEIGHT  -        359.483 (meters)     1179.40  (feet) COMP
 DE9747  MODELED GRAVITY -    980,764.7   (mgal)                       NAVD 88
 DE9747
 DE9747  VERT ORDER      -  SECOND    CLASS I
 DE9747
 DE9747  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9747  Type                                         Horiz  Ellip  Dist(km)
 DE9747  -------------------------------------------------------------------
 DE9747  NETWORK                                       0.84   0.67
 DE9747  -------------------------------------------------------------------
 DE9747  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.89   0.65      2.56
 DE9747  -------------------------------------------------------------------
 DE9747  NOTE: Click here for information on individual local accuracy
 DE9747  values and other accuracy information.
 DE9747
 DE9747
 DE9747.The horizontal coordinates were established by GPS observations
 DE9747.and adjusted by the National Geodetic Survey in February 2007.
 DE9747
 DE9747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9747.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9747
 DE9747.The horizontal coordinates are valid at the epoch date displayed above
 DE9747.which is a decimal equivalence of Year/Month/Day.
 DE9747
 DE9747.The orthometric height was determined by differential leveling and
 DE9747.adjusted in October 2007.
 DE9747
 DE9747.Photographs are available for this station.
 DE9747
 DE9747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9747
 DE9747.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9747
 DE9747.The ellipsoidal height was determined by GPS observations
 DE9747.and is referenced to NAD 83.
 DE9747
 DE9747.The dynamic height is computed by dividing the NAVD 88
 DE9747.geopotential number by the normal gravity value computed on the
 DE9747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9747.degrees latitude (g = 980.6199 gals.).
 DE9747
 DE9747.The modeled gravity was interpolated from observed gravity values.
 DE9747
 DE9747. The following values were computed from the NAD 83(2007) position.
 DE9747
 DE9747;                    North         East     Units Scale Factor Converg.
 DE9747;SPC MN N     -   255,381.092   640,690.561   MT  0.99990309   -1 34 44.3
 DE9747;SPC MN N     -   837,862.80  2,101,998.95   sFT  0.99990309   -1 34 44.3
 DE9747;UTM  15      - 5,305,137.254   333,245.731   MT  0.99994170   -1 39 16.5
 DE9747
 DE9747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9747!SPC MN N     -   0.99994804  x   0.99990309  =   0.99985113
 DE9747!UTM  15      -   0.99994804  x   0.99994170  =   0.99988974
 DE9747
 DE9747:                Primary Azimuth Mark                     Grid Az
 DE9747:SPC MN N     -  1501 C                                   289 58 35.7
 DE9747:UTM  15      -  1501 C                                   290 03 07.9
 DE9747
 DE9747|---------------------------------------------------------------------|
 DE9747| PID    Reference Object                     Distance      Geod. Az  |
 DE9747|                                                           dddmmss.s |
 DE9747| DE9748 1501 C                              APPROX. 1.0 KM 2882351.4 |
 DE9747|---------------------------------------------------------------------|
 DE9747
 DE9747                          SUPERSEDED SURVEY CONTROL
 DE9747
 DE9747  NAD 83(1996)-  47 52 40.43985(N)    095 13 48.88248(W) AD(       ) 1
 DE9747  ELLIP H (01/24/03)  331.542  (m)                       GP(       ) 4 1
 DE9747  NAVD 88 (04/16/04)  359.464  (m)         1179.34   (f) SUPERSEDED  2 1
 DE9747  NAVD 88 (01/24/03)  359.43   (m)         1179.2    (f) LEVELING    3  
 DE9747
 DE9747.Superseded values are not recommended for survey control.
 DE9747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9747.See file dsdata.txt to determine how the superseded data were derived.
 DE9747
 DE9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3324505137(NAD 83)
 DE9747
 DE9747_MARKER: DD = SURVEY DISK
 DE9747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9747_STAMPING: 1501 B 2001
 DE9747_MARK LOGO: MNDT  
 DE9747_PROJECTION: FLUSH
 DE9747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9747+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2003
 DE9747_ROD/PIPE-DEPTH:  9.1 meters
 DE9747
 DE9747  HISTORY     - Date     Condition        Report By
 DE9747  HISTORY     - 2001     MONUMENTED       MNDT
 DE9747  HISTORY     - 20010710 GOOD             MNDT
 DE9747  HISTORY     - 20030102 GOOD             MNDT
 DE9747  HISTORY     - 20030102 GOOD             MNDT
 DE9747
 DE9747                          STATION DESCRIPTION
 DE9747
 DE9747'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9747'THE MARK IS 9.5 MI (15.3 KM) WEST OF RED LAKE, 8.8 MI (14.2 KM) WEST
 DE9747'ALONG TH 1 FROM THE SOUTH JCT OF TH 89, AT TH 1 MP 108.25, 50.8 FT
 DE9747'(15.5 M) NORTH OF TH 1, 15.8 FT (4.8 M) NW OF ENTRANCE, 1.3 FT (0.4 M)
 DE9747'SOUTH OF WIT POST.
 DE9747
 DE9747                          STATION RECOVERY (2001)
 DE9747
 DE9747'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9747'THE MARK IS 9.5 MI (15.3 KM) WEST OF RED LAKE, 8.8 MI (14.2 KM) WEST
 DE9747'ALONG TH 1 FROM THE SOUTH JCT OF TH 1 AND TH 89 IN (1 MILE WEST OF RED
 DE9747'LAKE), AT TH 1 MP 108.25, 50.8 FT (15.5 M) NORTH OF TH 1, 15.8 FT (4.8
 DE9747'M) NW OF ENT, 1.3 FT (0.4 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND
 DE9747'SUITABLE FOR GPS.
 DE9747
 DE9747                          STATION RECOVERY (2003)
 DE9747
 DE9747'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE9747'9.5 MILES WEST OF RED LAKE, 8.8 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9747'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN (1 MILE WEST
 DE9747'OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 108.25, 50.8 FEET NORTH OF
 DE9747'TRUNK HIGHWAY 1, 15.8 FEET NORTHWEST OF ENTRANCE, 1.3 FEET SOUTH OF
 DE9747'WITNESS POST.
 DE9747
 DE9747                          STATION RECOVERY (2003)
 DE9747
 DE9747'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE9747'9.5 MILES WEST OF RED LAKE, 8.8 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9747'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 IN (1 MILE WEST
 DE9747'OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 108.25, 50.8 FEET NORTH OF
 DE9747'TRUNK HIGHWAY 1, 15.8 FEET NORTHWEST OF ENTRANCE, 1.3 FEET SOUTH OF
 DE9747'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9749 ***********************************************************************
 DE9749  DESIGNATION -  1501 D
 DE9749  PID         -  DE9749
 DE9749  STATE/COUNTY-  MN/CLEARWATER
 DE9749  COUNTRY     -  US
 DE9749  USGS QUAD   -  BERNER NE (1972)
 DE9749
 DE9749                         *CURRENT SURVEY CONTROL
 DE9749  ______________________________________________________________________
 DE9749* NAD 83(2007) POSITION- 47 53 23.15488(N) 095 15 34.54837(W)   ADJUSTED  
 DE9749* NAD 83(2007) ELLIP HT-   331.623 (meters)        (02/10/07)   ADJUSTED
 DE9749* NAD 83(2007) EPOCH   -  2002.00
 DE9749* NAVD 88 ORTHO HEIGHT -   359.474  (meters)    1179.37  (feet) ADJUSTED  
 DE9749  ______________________________________________________________________
 DE9749  NAD 83(2007) X  -   -392,802.890 (meters)                     COMP
 DE9749  NAD 83(2007) Y  - -4,266,999.158 (meters)                     COMP
 DE9749  NAD 83(2007) Z  -  4,708,912.109 (meters)                     COMP
 DE9749  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC09
 DE9749  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DE9749  DYNAMIC HEIGHT  -        359.534 (meters)     1179.57  (feet) COMP
 DE9749  MODELED GRAVITY -    980,768.2   (mgal)                       NAVD 88
 DE9749
 DE9749  VERT ORDER      -  SECOND    CLASS I
 DE9749
 DE9749  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9749  Type                                         Horiz  Ellip  Dist(km)
 DE9749  -------------------------------------------------------------------
 DE9749  NETWORK                                       0.98   0.78
 DE9749  -------------------------------------------------------------------
 DE9749  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.85   0.69      2.56
 DE9749  -------------------------------------------------------------------
 DE9749  NOTE: Click here for information on individual local accuracy
 DE9749  values and other accuracy information.
 DE9749
 DE9749
 DE9749.The horizontal coordinates were established by GPS observations
 DE9749.and adjusted by the National Geodetic Survey in February 2007.
 DE9749
 DE9749.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9749.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9749
 DE9749.The horizontal coordinates are valid at the epoch date displayed above
 DE9749.which is a decimal equivalence of Year/Month/Day.
 DE9749
 DE9749.The orthometric height was determined by differential leveling and
 DE9749.adjusted in October 2007.
 DE9749
 DE9749.Photographs are available for this station.
 DE9749
 DE9749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9749
 DE9749.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9749
 DE9749.The ellipsoidal height was determined by GPS observations
 DE9749.and is referenced to NAD 83.
 DE9749
 DE9749.The dynamic height is computed by dividing the NAVD 88
 DE9749.geopotential number by the normal gravity value computed on the
 DE9749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9749.degrees latitude (g = 980.6199 gals.).
 DE9749
 DE9749.The modeled gravity was interpolated from observed gravity values.
 DE9749
 DE9749. The following values were computed from the NAD 83(2007) position.
 DE9749
 DE9749;                    North         East     Units Scale Factor Converg.
 DE9749;SPC MN N     -   256,760.637   638,532.931   MT  0.99990327   -1 36 02.6
 DE9749;SPC MN N     -   842,388.86  2,094,920.12   sFT  0.99990327   -1 36 02.6
 DE9749;UTM  15      - 5,306,519.711   331,089.835   MT  0.99995059   -1 40 36.1
 DE9749
 DE9749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9749!SPC MN N     -   0.99994803  x   0.99990327  =   0.99985130
 DE9749!UTM  15      -   0.99994803  x   0.99995059  =   0.99989862
 DE9749
 DE9749:                Primary Azimuth Mark                     Grid Az
 DE9749:SPC MN N     -  1501 E                                   328 40 27.0
 DE9749:UTM  15      -  1501 E                                   328 45 00.5
 DE9749
 DE9749|---------------------------------------------------------------------|
 DE9749| PID    Reference Object                     Distance      Geod. Az  |
 DE9749|                                                           dddmmss.s |
 DE9749| DE9750 1501 E                              APPROX. 1.4 KM 3270424.4 |
 DE9749|---------------------------------------------------------------------|
 DE9749
 DE9749                          SUPERSEDED SURVEY CONTROL
 DE9749
 DE9749  NAD 83(1996)-  47 53 23.15490(N)    095 15 34.54832(W) AD(       ) 1
 DE9749  ELLIP H (01/24/03)  331.611  (m)                       GP(       ) 4 1
 DE9749  NAVD 88 (04/16/04)  359.511  (m)         1179.50   (f) SUPERSEDED  2 1
 DE9749  NAVD 88 (01/24/03)  359.48   (m)         1179.4    (f) LEVELING    3  
 DE9749
 DE9749.Superseded values are not recommended for survey control.
 DE9749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9749.See file dsdata.txt to determine how the superseded data were derived.
 DE9749
 DE9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3108906519(NAD 83)
 DE9749
 DE9749_MARKER: DD = SURVEY DISK
 DE9749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9749_STAMPING: 1501 D 2001
 DE9749_MARK LOGO: MNDT  
 DE9749_PROJECTION: RECESSED 3 CENTIMETERS
 DE9749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9749+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 DE9749_ROD/PIPE-DEPTH:  6.1 meters
 DE9749
 DE9749  HISTORY     - Date     Condition        Report By
 DE9749  HISTORY     - 2001     MONUMENTED       MNDT
 DE9749  HISTORY     - 20010710 GOOD             MNDT
 DE9749  HISTORY     - 20061116 GOOD             MNDT
 DE9749
 DE9749                          STATION DESCRIPTION
 DE9749
 DE9749'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9749'THE MARK IS 11 MI (17.7 KM) WEST OF RED LAKE, 10.4 MI (16.7 KM) WEST
 DE9749'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 106.7, 55.8 FT (17.0 M)
 DE9749'NE OF TH 1, 10.4 FT (3.2 M) SE OF ENTRANCE, 1.4 FT (0.4 M) SW OF WIT
 DE9749'POST.
 DE9749
 DE9749                          STATION RECOVERY (2001)
 DE9749
 DE9749'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9749'THE MARK IS 11 MI (17.7 KM) WEST OF RED LAKE, 10.4 MI (16.7 KM) WEST
 DE9749'ALONG TH 1 FROM SOUTH JCT OF TH 89 AND TH 1 (1 MI WEST OF RED LAKE),
 DE9749'AT TH 1 MP 106.7, 55.8 FT (17.0 M) NE OF TH 1, 10.4 FT (3.2 M) SE OF
 DE9749'ENT, 1.4 FT (0.4 M) SW OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND
 DE9749'SUITABLE FOR GPS.
 DE9749
 DE9749                          STATION RECOVERY (2006)
 DE9749
 DE9749'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VG)
 DE9749'11 MILES WEST OF RED LAKE, 10.4 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 DE9749'JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 (1 MILES WEST OF RED
 DE9749'LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 106.7, 55.8 FEET NORTHEAST OF
 DE9749'TRUNK HIGHWAY 1, 10.4 FEET SOUTHEAST OF ENTRANCE, 1.4 FEET SOUTHWEST
 DE9749'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9750 ***********************************************************************
 DE9750  DESIGNATION -  1501 E
 DE9750  PID         -  DE9750
 DE9750  STATE/COUNTY-  MN/CLEARWATER
 DE9750  COUNTRY     -  US
 DE9750  USGS QUAD   -  BERNER NE (1972)
 DE9750
 DE9750                         *CURRENT SURVEY CONTROL
 DE9750  ______________________________________________________________________
 DE9750* NAD 83(2007) POSITION- 47 54 00.27212(N) 095 16 10.29434(W)   ADJUSTED  
 DE9750* NAD 83(2007) ELLIP HT-   331.012 (meters)        (02/10/07)   ADJUSTED
 DE9750* NAD 83(2007) EPOCH   -  2002.00
 DE9750* NAVD 88 ORTHO HEIGHT -   358.863  (meters)    1177.37  (feet) ADJUSTED  
 DE9750  ______________________________________________________________________
 DE9750  NAD 83(2007) X  -   -393,464.206 (meters)                     COMP
 DE9750  NAD 83(2007) Y  - -4,266,083.638 (meters)                     COMP
 DE9750  NAD 83(2007) Z  -  4,709,680.341 (meters)                     COMP
 DE9750  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC09
 DE9750  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DE9750  DYNAMIC HEIGHT  -        358.923 (meters)     1177.57  (feet) COMP
 DE9750  MODELED GRAVITY -    980,770.0   (mgal)                       NAVD 88
 DE9750
 DE9750  VERT ORDER      -  SECOND    CLASS I
 DE9750
 DE9750  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9750  Type                                         Horiz  Ellip  Dist(km)
 DE9750  -------------------------------------------------------------------
 DE9750  NETWORK                                       1.11   0.92
 DE9750  -------------------------------------------------------------------
 DE9750  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.95   0.80      2.96
 DE9750  -------------------------------------------------------------------
 DE9750  NOTE: Click here for information on individual local accuracy
 DE9750  values and other accuracy information.
 DE9750
 DE9750
 DE9750.The horizontal coordinates were established by GPS observations
 DE9750.and adjusted by the National Geodetic Survey in February 2007.
 DE9750
 DE9750.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9750.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9750
 DE9750.The horizontal coordinates are valid at the epoch date displayed above
 DE9750.which is a decimal equivalence of Year/Month/Day.
 DE9750
 DE9750.The orthometric height was determined by differential leveling and
 DE9750.adjusted in October 2007.
 DE9750
 DE9750.Photographs are available for this station.
 DE9750
 DE9750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9750
 DE9750.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9750
 DE9750.The ellipsoidal height was determined by GPS observations
 DE9750.and is referenced to NAD 83.
 DE9750
 DE9750.The dynamic height is computed by dividing the NAVD 88
 DE9750.geopotential number by the normal gravity value computed on the
 DE9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9750.degrees latitude (g = 980.6199 gals.).
 DE9750
 DE9750.The modeled gravity was interpolated from observed gravity values.
 DE9750
 DE9750. The following values were computed from the NAD 83(2007) position.
 DE9750
 DE9750;                    North         East     Units Scale Factor Converg.
 DE9750;SPC MN N     -   257,927.253   637,822.897   MT  0.99990345   -1 36 29.1
 DE9750;SPC MN N     -   846,216.33  2,092,590.62   sFT  0.99990345   -1 36 29.1
 DE9750;UTM  15      - 5,307,687.326   330,381.316   MT  0.99995354   -1 41 03.6
 DE9750
 DE9750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9750!SPC MN N     -   0.99994812  x   0.99990345  =   0.99985158
 DE9750!UTM  15      -   0.99994812  x   0.99995354  =   0.99990166
 DE9750
 DE9750:                Primary Azimuth Mark                     Grid Az
 DE9750:SPC MN N     -  1501 D                                   148 40 27.0
 DE9750:UTM  15      -  1501 D                                   148 45 01.5
 DE9750
 DE9750|---------------------------------------------------------------------|
 DE9750| PID    Reference Object                     Distance      Geod. Az  |
 DE9750|                                                           dddmmss.s |
 DE9750| DE9749 1501 D                              APPROX. 1.4 KM 1470357.9 |
 DE9750|---------------------------------------------------------------------|
 DE9750
 DE9750                          SUPERSEDED SURVEY CONTROL
 DE9750
 DE9750  NAD 83(1996)-  47 54 00.27214(N)    095 16 10.29429(W) AD(       ) 1
 DE9750  ELLIP H (01/24/03)  331.002  (m)                       GP(       ) 4 1
 DE9750  NAVD 88 (04/16/04)  358.900  (m)         1177.49   (f) SUPERSEDED  2 1
 DE9750  NAVD 88 (01/24/03)  358.87   (m)         1177.4    (f) LEVELING    3  
 DE9750
 DE9750.Superseded values are not recommended for survey control.
 DE9750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9750.See file dsdata.txt to determine how the superseded data were derived.
 DE9750
 DE9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3038107687(NAD 83)
 DE9750
 DE9750_MARKER: DD = SURVEY DISK
 DE9750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9750_STAMPING: 1501 E 2001
 DE9750_MARK LOGO: MNDT  
 DE9750_PROJECTION: RECESSED 3 CENTIMETERS
 DE9750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9750+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DE9750_ROD/PIPE-DEPTH:  7.6 meters
 DE9750
 DE9750  HISTORY     - Date     Condition        Report By
 DE9750  HISTORY     - 2001     MONUMENTED       MNDT
 DE9750  HISTORY     - 20010710 GOOD             MNDT
 DE9750
 DE9750                          STATION DESCRIPTION
 DE9750
 DE9750'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9750'THE MARK IS 12 MI (19.3 KM) WNW OF RED LAKE, 11.2 MI (18.0 KM) WEST
 DE9750'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 105.8, 60.8 FT (18.5 M)
 DE9750'WEST OF TH 1, 350 FT (106.7 M) NORTH OF DRIVEWAY AT FIRE NO 1553, 1.7
 DE9750'FT (0.5 M) WEST OF WIT POST.
 DE9750
 DE9750                          STATION RECOVERY (2001)
 DE9750
 DE9750'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9750'THE MARK IS 12 MI (19.3 KM) WNW OF RED LAKE, 11.2 MI (18.0 KM) WEST
 DE9750'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9750'AT TH 1 MP 105.8, 60.8 FT (18.5 M) WEST OF TH 1, 350 FT (106.7 M)
 DE9750'NORTH OF DRIVEWAY FIRE NO 1553, 1.7 FT (0.5 M) WEST OF WIT POST,
 DE9750'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9751 ***********************************************************************
 DE9751  DESIGNATION -  1501 F
 DE9751  PID         -  DE9751
 DE9751  STATE/COUNTY-  MN/CLEARWATER
 DE9751  COUNTRY     -  US
 DE9751  USGS QUAD   -  BERNER NE (1972)
 DE9751
 DE9751                         *CURRENT SURVEY CONTROL
 DE9751  ______________________________________________________________________
 DE9751* NAD 83(2007) POSITION- 47 54 56.13794(N) 095 16 32.86351(W)   ADJUSTED  
 DE9751* NAD 83(2007) ELLIP HT-   331.397 (meters)        (02/10/07)   ADJUSTED
 DE9751* NAD 83(2007) EPOCH   -  2002.00
 DE9751* NAVD 88 ORTHO HEIGHT -   359.265  (meters)    1178.69  (feet) ADJUSTED  
 DE9751  ______________________________________________________________________
 DE9751  NAD 83(2007) X  -   -393,813.277 (meters)                     COMP
 DE9751  NAD 83(2007) Y  - -4,264,765.771 (meters)                     COMP
 DE9751  NAD 83(2007) Z  -  4,710,837.303 (meters)                     COMP
 DE9751  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 DE9751  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DE9751  DYNAMIC HEIGHT  -        359.325 (meters)     1178.89  (feet) COMP
 DE9751  MODELED GRAVITY -    980,770.0   (mgal)                       NAVD 88
 DE9751
 DE9751  VERT ORDER      -  SECOND    CLASS I
 DE9751
 DE9751  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9751  Type                                         Horiz  Ellip  Dist(km)
 DE9751  -------------------------------------------------------------------
 DE9751  NETWORK                                       1.09   0.86
 DE9751  -------------------------------------------------------------------
 DE9751  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.91   0.69      3.12
 DE9751  -------------------------------------------------------------------
 DE9751  NOTE: Click here for information on individual local accuracy
 DE9751  values and other accuracy information.
 DE9751
 DE9751
 DE9751.The horizontal coordinates were established by GPS observations
 DE9751.and adjusted by the National Geodetic Survey in February 2007.
 DE9751
 DE9751.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9751.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9751
 DE9751.The horizontal coordinates are valid at the epoch date displayed above
 DE9751.which is a decimal equivalence of Year/Month/Day.
 DE9751
 DE9751.The orthometric height was determined by differential leveling and
 DE9751.adjusted in October 2007.
 DE9751
 DE9751.Photographs are available for this station.
 DE9751
 DE9751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9751
 DE9751.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9751
 DE9751.The ellipsoidal height was determined by GPS observations
 DE9751.and is referenced to NAD 83.
 DE9751
 DE9751.The dynamic height is computed by dividing the NAVD 88
 DE9751.geopotential number by the normal gravity value computed on the
 DE9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9751.degrees latitude (g = 980.6199 gals.).
 DE9751
 DE9751.The modeled gravity was interpolated from observed gravity values.
 DE9751
 DE9751. The following values were computed from the NAD 83(2007) position.
 DE9751
 DE9751;                    North         East     Units Scale Factor Converg.
 DE9751;SPC MN N     -   259,665.031   637,402.938   MT  0.99990379   -1 36 45.9
 DE9751;SPC MN N     -   851,917.69  2,091,212.81   sFT  0.99990379   -1 36 45.9
 DE9751;UTM  15      - 5,309,425.750   329,963.656   MT  0.99995528   -1 41 21.9
 DE9751
 DE9751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9751!SPC MN N     -   0.99994806  x   0.99990379  =   0.99985186
 DE9751!UTM  15      -   0.99994806  x   0.99995528  =   0.99990334
 DE9751
 DE9751:                Primary Azimuth Mark                     Grid Az
 DE9751:SPC MN N     -  1501 E                                   166 24 51.0
 DE9751:UTM  15      -  1501 E                                   166 29 27.0
 DE9751
 DE9751|---------------------------------------------------------------------|
 DE9751| PID    Reference Object                     Distance      Geod. Az  |
 DE9751|                                                           dddmmss.s |
 DE9751| DE9750 1501 E                              APPROX. 1.8 KM 1644805.1 |
 DE9751|---------------------------------------------------------------------|
 DE9751
 DE9751                          SUPERSEDED SURVEY CONTROL
 DE9751
 DE9751  NAD 83(1996)-  47 54 56.13796(N)    095 16 32.86348(W) AD(       ) 1
 DE9751  ELLIP H (01/24/03)  331.386  (m)                       GP(       ) 4 1
 DE9751  NAVD 88 (04/16/04)  359.301  (m)         1178.81   (f) SUPERSEDED  2 1
 DE9751  NAVD 88 (01/24/03)  359.27   (m)         1178.7    (f) LEVELING    3  
 DE9751
 DE9751.Superseded values are not recommended for survey control.
 DE9751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9751.See file dsdata.txt to determine how the superseded data were derived.
 DE9751
 DE9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP2996309425(NAD 83)
 DE9751
 DE9751_MARKER: DD = SURVEY DISK
 DE9751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9751_STAMPING: 1501 F 2001
 DE9751_MARK LOGO: MNDT  
 DE9751_PROJECTION: RECESSED 3 CENTIMETERS
 DE9751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9751+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 DE9751_ROD/PIPE-DEPTH: 12.2 meters
 DE9751
 DE9751  HISTORY     - Date     Condition        Report By
 DE9751  HISTORY     - 2001     MONUMENTED       MNDT
 DE9751  HISTORY     - 20010710 GOOD             MNDT
 DE9751  HISTORY     - 20061116 GOOD             MNDT
 DE9751
 DE9751                          STATION DESCRIPTION
 DE9751
 DE9751'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9751'THE MARK IS 13 MI (20.9 KM) WNW OF RED LAKE, 12.4 MI (20.0 KM) WEST
 DE9751'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 104.7, 52.3 FT (15.9 M)
 DE9751'EAST OF TH 1, 31.4 FT (9.6 M) NORTH OF ENT, 1.5 FT (0.5 M) WEST OF WIT
 DE9751'POST.
 DE9751
 DE9751                          STATION RECOVERY (2001)
 DE9751
 DE9751'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9751'THE MARK IS 13 MI (20.9 KM) WNW OF RED LAKE, 12.4 MI (20.0 KM) WEST
 DE9751'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9751'AT TH 1 MP 104.7, 52.3 FT (15.9 M) EAST OF TH 1, 31.4 FT (9.6 M) NORTH
 DE9751'OF ENT, 1.5 FT (0.5 M) WEST OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DE9751'AND SUITABLE FOR GPS.
 DE9751
 DE9751                          STATION RECOVERY (2006)
 DE9751
 DE9751'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DE9751'13 MILES WEST-NORTHWEST OF RED LAKE, 12.4 MILES WEST ALONG TRUNK
 DE9751'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1
 DE9751'MILES WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 104.7, 52.3 FEET
 DE9751'EAST OF TRUNK HIGHWAY 1, 31.4 FEET NORTH OF ENTRANCE, 1.5 FEET WEST OF
 DE9751'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9752 ***********************************************************************
 DE9752  DESIGNATION -  1501 G
 DE9752  PID         -  DE9752
 DE9752  STATE/COUNTY-  MN/CLEARWATER
 DE9752  COUNTRY     -  US
 DE9752  USGS QUAD   -  BERNER NE (1972)
 DE9752
 DE9752                         *CURRENT SURVEY CONTROL
 DE9752  ______________________________________________________________________
 DE9752* NAD 83(2007) POSITION- 47 56 04.22198(N) 095 16 42.05812(W)   ADJUSTED  
 DE9752* NAD 83(2007) ELLIP HT-   332.389 (meters)        (02/10/07)   ADJUSTED
 DE9752* NAD 83(2007) EPOCH   -  2002.00
 DE9752* NAVD 88 ORTHO HEIGHT -   360.275  (meters)    1182.00  (feet) ADJUSTED  
 DE9752  ______________________________________________________________________
 DE9752  NAD 83(2007) X  -   -393,859.849 (meters)                     COMP
 DE9752  NAD 83(2007) Y  - -4,263,194.547 (meters)                     COMP
 DE9752  NAD 83(2007) Z  -  4,712,247.223 (meters)                     COMP
 DE9752  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 DE9752  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DE9752  DYNAMIC HEIGHT  -        360.336 (meters)     1182.20  (feet) COMP
 DE9752  MODELED GRAVITY -    980,770.2   (mgal)                       NAVD 88
 DE9752
 DE9752  VERT ORDER      -  SECOND    CLASS I
 DE9752
 DE9752  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9752  Type                                         Horiz  Ellip  Dist(km)
 DE9752  -------------------------------------------------------------------
 DE9752  NETWORK                                       1.13   0.88
 DE9752  -------------------------------------------------------------------
 DE9752  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.94   0.65      2.82
 DE9752  -------------------------------------------------------------------
 DE9752  NOTE: Click here for information on individual local accuracy
 DE9752  values and other accuracy information.
 DE9752
 DE9752
 DE9752.The horizontal coordinates were established by GPS observations
 DE9752.and adjusted by the National Geodetic Survey in February 2007.
 DE9752
 DE9752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9752.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9752
 DE9752.The horizontal coordinates are valid at the epoch date displayed above
 DE9752.which is a decimal equivalence of Year/Month/Day.
 DE9752
 DE9752.The orthometric height was determined by differential leveling and
 DE9752.adjusted in October 2007.
 DE9752
 DE9752.Photographs are available for this station.
 DE9752
 DE9752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9752
 DE9752.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9752
 DE9752.The ellipsoidal height was determined by GPS observations
 DE9752.and is referenced to NAD 83.
 DE9752
 DE9752.The dynamic height is computed by dividing the NAVD 88
 DE9752.geopotential number by the normal gravity value computed on the
 DE9752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9752.degrees latitude (g = 980.6199 gals.).
 DE9752
 DE9752.The modeled gravity was interpolated from observed gravity values.
 DE9752
 DE9752. The following values were computed from the NAD 83(2007) position.
 DE9752
 DE9752;                    North         East     Units Scale Factor Converg.
 DE9752;SPC MN N     -   261,772.199   637,271.370   MT  0.99990431   -1 36 52.7
 DE9752;SPC MN N     -   858,830.96  2,090,781.15   sFT  0.99990431   -1 36 52.7
 DE9752;UTM  15      - 5,311,533.202   329,834.910   MT  0.99995582   -1 41 30.5
 DE9752
 DE9752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9752!SPC MN N     -   0.99994791  x   0.99990431  =   0.99985222
 DE9752!UTM  15      -   0.99994791  x   0.99995582  =   0.99990373
 DE9752
 DE9752:                Primary Azimuth Mark                     Grid Az
 DE9752:SPC MN N     -  1501 H                                   005 50 37.8
 DE9752:UTM  15      -  1501 H                                   005 55 15.6
 DE9752
 DE9752|---------------------------------------------------------------------|
 DE9752| PID    Reference Object                     Distance      Geod. Az  |
 DE9752|                                                           dddmmss.s |
 DE9752| DE9753 1501 H                              APPROX. 1.5 KM 0041345.1 |
 DE9752|---------------------------------------------------------------------|
 DE9752
 DE9752                          SUPERSEDED SURVEY CONTROL
 DE9752
 DE9752  NAD 83(1996)-  47 56 04.22200(N)    095 16 42.05809(W) AD(       ) 1
 DE9752  ELLIP H (01/24/03)  332.377  (m)                       GP(       ) 4 1
 DE9752  NAVD 88 (04/16/04)  360.310  (m)         1182.12   (f) SUPERSEDED  2 1
 DE9752  NAVD 88 (01/24/03)  360.28   (m)         1182.0    (f) LEVELING    3  
 DE9752
 DE9752.Superseded values are not recommended for survey control.
 DE9752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9752.See file dsdata.txt to determine how the superseded data were derived.
 DE9752
 DE9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP2983411533(NAD 83)
 DE9752
 DE9752_MARKER: DD = SURVEY DISK
 DE9752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9752_STAMPING: 1501 G 2001
 DE9752_MARK LOGO: MNDT  
 DE9752_PROJECTION: FLUSH
 DE9752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9752+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 DE9752_ROD/PIPE-DEPTH: 11.3 meters
 DE9752
 DE9752  HISTORY     - Date     Condition        Report By
 DE9752  HISTORY     - 2001     MONUMENTED       MNDT
 DE9752  HISTORY     - 20010726 GOOD             MNDT
 DE9752
 DE9752                          STATION DESCRIPTION
 DE9752
 DE9752'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9752'THE MARK IS 14 MI (22.5 KM) WNW OF RED LAKE, 13.75 MI (22.13 KM) WNW
 DE9752'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 103.35, 43.5 EAST OF TH
 DE9752'1, 6.3 FT (1.9 M) SSE OF CABLE MARKER NO BLP1228, 1.5 FT (0.5 M) WEST
 DE9752'OF WIT POST.
 DE9752
 DE9752                          STATION RECOVERY (2001)
 DE9752
 DE9752'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9752'THE MARK IS 14 MI (22.5 KM) WNW OF RED LAKE, 13.75 MI (22.13 KM) WNW
 DE9752'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MILE WEST OF RED LAKE)
 DE9752'AT TH 1 MP 103.35, 43.5 EAST OF TH 1, 6.3 FT (1.9 M) SSE OF CABLE
 DE9752'MARKER NO BLP1228, 1.5 FT (0.5 M) WEST OF WIT POST, FLUSH, MAGNETIC,
 DE9752'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9753 ***********************************************************************
 DE9753  DESIGNATION -  1501 H
 DE9753  PID         -  DE9753
 DE9753  STATE/COUNTY-  MN/CLEARWATER
 DE9753  COUNTRY     -  US
 DE9753  USGS QUAD   -  BERNER NE (1972)
 DE9753
 DE9753                         *CURRENT SURVEY CONTROL
 DE9753  ______________________________________________________________________
 DE9753* NAD 83(2007) POSITION- 47 56 54.16721(N) 095 16 36.56064(W)   ADJUSTED  
 DE9753* NAD 83(2007) ELLIP HT-   331.443 (meters)        (02/07/08)   ADJUSTED
 DE9753* NAD 83(2007) EPOCH   -  2002.00
 DE9753* NAVD 88 ORTHO HEIGHT -   359.349  (meters)    1178.96  (feet) ADJUSTED  
 DE9753  ______________________________________________________________________
 DE9753  NAD 83(2007) X  -   -393,640.827 (meters)                     COMP
 DE9753  NAD 83(2007) Y  - -4,262,063.884 (meters)                     COMP
 DE9753  NAD 83(2007) Z  -  4,713,279.949 (meters)                     COMP
 DE9753  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC09
 DE9753  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 DE9753  DYNAMIC HEIGHT  -        359.410 (meters)     1179.16  (feet) COMP
 DE9753  MODELED GRAVITY -    980,770.4   (mgal)                       NAVD 88
 DE9753
 DE9753  HORZ ORDER      -  FIRST
 DE9753  VERT ORDER      -  SECOND    CLASS I
 DE9753  ELLP ORDER      -  THIRD     CLASS I
 DE9753
 DE9753.The horizontal coordinates were established by GPS observations
 DE9753.and adjusted by the National Geodetic Survey in February 2008.
 DE9753
 DE9753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9753.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9753
 DE9753.The horizontal coordinates are valid at the epoch date displayed above
 DE9753.which is a decimal equivalence of Year/Month/Day.
 DE9753
 DE9753.The orthometric height was determined by differential leveling and
 DE9753.adjusted in October 2007.
 DE9753
 DE9753.Photographs are available for this station.
 DE9753
 DE9753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9753
 DE9753.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9753
 DE9753.The ellipsoidal height was determined by GPS observations
 DE9753.and is referenced to NAD 83.
 DE9753
 DE9753.The dynamic height is computed by dividing the NAVD 88
 DE9753.geopotential number by the normal gravity value computed on the
 DE9753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9753.degrees latitude (g = 980.6199 gals.).
 DE9753
 DE9753.The modeled gravity was interpolated from observed gravity values.
 DE9753
 DE9753. The following values were computed from the NAD 83(2007) position.
 DE9753
 DE9753;                    North         East     Units Scale Factor Converg.
 DE9753;SPC MN N     -   263,310.830   637,428.848   MT  0.99990476   -1 36 48.6
 DE9753;SPC MN N     -   863,878.95  2,091,297.81   sFT  0.99990476   -1 36 48.6
 DE9753;UTM  15      - 5,313,071.697   329,994.473   MT  0.99995515   -1 41 27.7
 DE9753
 DE9753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9753!SPC MN N     -   0.99994805  x   0.99990476  =   0.99985282
 DE9753!UTM  15      -   0.99994805  x   0.99995515  =   0.99990321
 DE9753
 DE9753:                Primary Azimuth Mark                     Grid Az
 DE9753:SPC MN N     -  1501 G                                   185 50 37.8
 DE9753:UTM  15      -  1501 G                                   185 55 16.9
 DE9753
 DE9753|---------------------------------------------------------------------|
 DE9753| PID    Reference Object                     Distance      Geod. Az  |
 DE9753|                                                           dddmmss.s |
 DE9753| DE9752 1501 G                              APPROX. 1.5 KM 1841349.2 |
 DE9753|---------------------------------------------------------------------|
 DE9753
 DE9753                          SUPERSEDED SURVEY CONTROL
 DE9753
 DE9753  NAD 83(1996)-  47 56 54.16726(N)    095 16 36.56063(W) AD(       ) 1
 DE9753  ELLIP H (03/06/08)  331.440  (m)                       GP(       ) 3 1
 DE9753  NAD 83(2007)-  47 56 54.16761(N)    095 16 36.56005(W) AD(       ) 0
 DE9753  ELLIP H (02/10/07)  331.442  (m)                       GP(       )    
 DE9753  NAD 83(1996)-  47 56 54.16762(N)    095 16 36.56007(W) AD(       ) 1
 DE9753  ELLIP H (01/24/03)  331.430  (m)                       GP(       ) 4 1
 DE9753  NAVD 88 (04/16/04)  359.383  (m)         1179.08   (f) SUPERSEDED  2 1
 DE9753  NAVD 88 (01/24/03)  359.35   (m)         1179.0    (f) LEVELING    3  
 DE9753
 DE9753.Superseded values are not recommended for survey control.
 DE9753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9753.See file dsdata.txt to determine how the superseded data were derived.
 DE9753
 DE9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP2999413071(NAD 83)
 DE9753
 DE9753_MARKER: DD = SURVEY DISK
 DE9753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9753_STAMPING: 1501 H 2001
 DE9753_MARK LOGO: MNDT  
 DE9753_PROJECTION: RECESSED 3 CENTIMETERS
 DE9753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9753+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 DE9753_ROD/PIPE-DEPTH:  4.6 meters
 DE9753
 DE9753  HISTORY     - Date     Condition        Report By
 DE9753  HISTORY     - 2001     MONUMENTED       MNDT
 DE9753  HISTORY     - 20010726 GOOD             MNDT
 DE9753  HISTORY     - 20061116 GOOD             MNDT
 DE9753
 DE9753                          STATION DESCRIPTION
 DE9753
 DE9753'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9753'THE MARK IS 14 MI (22.5 KM) WNW OF RED LAKE, 14.65 MI (23.58 KM) NW
 DE9753'ALONG TH 1 FROM SOUTH JCT OF TH 89, AT TH 1 MP 102.4, 56.7 FT (17.3 M)
 DE9753'EAST OF TH 1, 37.7 FT (11.5 M) SSE OF CABLEMARKER NO B 32, 1.5 FT (0.5
 DE9753'M) WEST OF WIT POST.
 DE9753
 DE9753                          STATION RECOVERY (2001)
 DE9753
 DE9753'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9753'THE MARK IS 14 MI (22.5 KM) WNW OF RED LAKE, 14.65 MI (23.58 KM) NW
 DE9753'ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE),
 DE9753'AT TH 1 MP 102.4, 56.7 FT (17.3 M) EAST OF TH 1, 37.7 FT (11.5 M) SSE
 DE9753'OF CABLEMARKER NO B 32, 1.5 FT (0.5 M) WEST OF WIT POST, RECESSED 1
 DE9753'INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DE9753
 DE9753                          STATION RECOVERY (2006)
 DE9753
 DE9753'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VG)
 DE9753'14 MILES WEST-NORTHWEST OF RED LAKE, 14.65 MILES NORTHWEST ALONG TRUNK
 DE9753'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 (1
 DE9753'MILES WEST OF RED LAKE), AT TRUNK HIGHWAY 1 MILEPOINT 102.4, 56.7 FEET
 DE9753'EAST OF TRUNK HIGHWAY 1, 37.7 FEET SOUTH-SOUTHEAST OF CABLE MARKER B
 DE9753'32, 1.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7368 ***********************************************************************
 DF7368  DESIGNATION -  1501 J
 DF7368  PID         -  DF7368
 DF7368  STATE/COUNTY-  MN/CLEARWATER
 DF7368  COUNTRY     -  US
 DF7368  USGS QUAD   -  BERNER NE (1972)
 DF7368
 DF7368                         *CURRENT SURVEY CONTROL
 DF7368  ______________________________________________________________________
 DF7368* NAD 83(1986) POSITION- 47 57 35.35   (N) 095 16 31.37   (W)   HD_HELD1  
 DF7368* NAVD 88 ORTHO HEIGHT -   361.330  (meters)    1185.46  (feet) ADJUSTED  
 DF7368  ______________________________________________________________________
 DF7368  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DF7368  DYNAMIC HEIGHT  -        361.391 (meters)     1185.66  (feet) COMP
 DF7368  MODELED GRAVITY -    980,770.6   (mgal)                       NAVD 88
 DF7368
 DF7368  VERT ORDER      -  SECOND    CLASS I
 DF7368
 DF7368.The horizontal coordinates were established by differentially corrected
 DF7368.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF7368.
 DF7368.The orthometric height was determined by differential leveling and
 DF7368.adjusted in October 2007.
 DF7368
 DF7368.The dynamic height is computed by dividing the NAVD 88
 DF7368.geopotential number by the normal gravity value computed on the
 DF7368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7368.degrees latitude (g = 980.6199 gals.).
 DF7368
 DF7368.The modeled gravity was interpolated from observed gravity values.
 DF7368
 DF7368;                    North         East    Units  Estimated Accuracy
 DF7368;SPC MN N     -   264,579.1     637,572.3     MT  (+/- 3 meters HH1 GPS) 
 DF7368
 DF7368                          SUPERSEDED SURVEY CONTROL
 DF7368
 DF7368  NAVD 88 (04/16/04)  361.364  (m)         1185.58   (f) SUPERSEDED  2 1
 DF7368
 DF7368.Superseded values are not recommended for survey control.
 DF7368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7368.See file dsdata.txt to determine how the superseded data were derived.
 DF7368
 DF7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3013914339(NAD 83)
 DF7368
 DF7368_MARKER: DV = VERTICAL CONTROL DISK
 DF7368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF7368_SP_SET: BRIDGE ABUTMENT
 DF7368_STAMPING: 1501 J 2001
 DF7368_MARK LOGO: MNDT  
 DF7368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7368+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 DF7368
 DF7368  HISTORY     - Date     Condition        Report By
 DF7368  HISTORY     - 1992     MONUMENTED       MNDT
 DF7368  HISTORY     - 20010726 GOOD             MNDT
 DF7368
 DF7368                          STATION DESCRIPTION
 DF7368
 DF7368'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7368'THE MARK IS 14.5 MI (23.3 KM) NW OF RED LAKE, IN ABUT AT SE COR OF TH
 DF7368'1 BRDG NO 15005 OVER RED LAKE RIVER, 15.45 MI (24.86 KM) NW ALONG TH 1
 DF7368'FROM JCT OF TH 1 AND TH 89 (1 MI WEST OF RED LAKE), AT TH 1 MP 101.6,
 DF7368'19 FT (5.8 M) EAST OF TH 1, AND NOT SUITABLE FOR GPS. DISK SET IN
 DF7368'BRIDGE IN 1992, THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9787 ***********************************************************************
 DE9787  DESIGNATION -  1501 K
 DE9787  PID         -  DE9787
 DE9787  STATE/COUNTY-  MN/CLEARWATER
 DE9787  COUNTRY     -  US
 DE9787  USGS QUAD   -  BERNER NE (1972)
 DE9787
 DE9787                         *CURRENT SURVEY CONTROL
 DE9787  ______________________________________________________________________
 DE9787* NAD 83(2007) POSITION- 47 58 16.72840(N) 095 16 07.93671(W)   ADJUSTED  
 DE9787* NAD 83(2007) ELLIP HT-   331.359 (meters)        (02/10/07)   ADJUSTED
 DE9787* NAD 83(2007) EPOCH   -  2002.00
 DE9787* NAVD 88 ORTHO HEIGHT -   359.286  (meters)    1178.76  (feet) ADJUSTED  
 DE9787  ______________________________________________________________________
 DE9787  NAD 83(2007) X  -   -392,875.443 (meters)                     COMP
 DE9787  NAD 83(2007) Y  - -4,260,232.507 (meters)                     COMP
 DE9787  NAD 83(2007) Z  -  4,714,987.575 (meters)                     COMP
 DE9787  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DE9787  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DE9787  DYNAMIC HEIGHT  -        359.346 (meters)     1178.95  (feet) COMP
 DE9787  MODELED GRAVITY -    980,770.7   (mgal)                       NAVD 88
 DE9787
 DE9787  VERT ORDER      -  SECOND    CLASS I
 DE9787
 DE9787  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9787  Type                                         Horiz  Ellip  Dist(km)
 DE9787  -------------------------------------------------------------------
 DE9787  NETWORK                                       0.94   0.69
 DE9787  -------------------------------------------------------------------
 DE9787  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.03   0.73      2.62
 DE9787  -------------------------------------------------------------------
 DE9787  NOTE: Click here for information on individual local accuracy
 DE9787  values and other accuracy information.
 DE9787
 DE9787
 DE9787.The horizontal coordinates were established by GPS observations
 DE9787.and adjusted by the National Geodetic Survey in February 2007.
 DE9787
 DE9787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9787.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9787
 DE9787.The horizontal coordinates are valid at the epoch date displayed above
 DE9787.which is a decimal equivalence of Year/Month/Day.
 DE9787
 DE9787.The orthometric height was determined by differential leveling and
 DE9787.adjusted in October 2007.
 DE9787
 DE9787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9787
 DE9787.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9787
 DE9787.The ellipsoidal height was determined by GPS observations
 DE9787.and is referenced to NAD 83.
 DE9787
 DE9787.The dynamic height is computed by dividing the NAVD 88
 DE9787.geopotential number by the normal gravity value computed on the
 DE9787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9787.degrees latitude (g = 980.6199 gals.).
 DE9787
 DE9787.The modeled gravity was interpolated from observed gravity values.
 DE9787
 DE9787. The following values were computed from the NAD 83(2007) position.
 DE9787
 DE9787;                    North         East     Units Scale Factor Converg.
 DE9787;SPC MN N     -   265,842.876   638,094.033   MT  0.99990562   -1 36 27.4
 DE9787;SPC MN N     -   872,186.17  2,093,480.17   sFT  0.99990562   -1 36 27.4
 DE9787;UTM  15      - 5,315,602.960   330,663.129   MT  0.99995236   -1 41 08.7
 DE9787
 DE9787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9787!SPC MN N     -   0.99994807  x   0.99990562  =   0.99985369
 DE9787!UTM  15      -   0.99994807  x   0.99995236  =   0.99990043
 DE9787
 DE9787                          SUPERSEDED SURVEY CONTROL
 DE9787
 DE9787  NAD 83(1996)-  47 58 16.72850(N)    095 16 07.93673(W) AD(       ) 1
 DE9787  ELLIP H (01/24/03)  331.352  (m)                       GP(       ) 4 1
 DE9787  NAVD 88 (04/16/04)  359.318  (m)         1178.86   (f) SUPERSEDED  2 1
 DE9787  NAVD 88 (01/24/03)  359.29   (m)         1178.8    (f) LEVELING    3  
 DE9787
 DE9787.Superseded values are not recommended for survey control.
 DE9787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9787.See file dsdata.txt to determine how the superseded data were derived.
 DE9787
 DE9787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3066315602(NAD 83)
 DE9787
 DE9787_MARKER: DD = SURVEY DISK
 DE9787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9787_STAMPING: 1501 K 2001
 DE9787_MARK LOGO: MNDT  
 DE9787_PROJECTION: FLUSH
 DE9787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9787+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE9787_ROD/PIPE-DEPTH: 13.7 meters
 DE9787
 DE9787  HISTORY     - Date     Condition        Report By
 DE9787  HISTORY     - 2001     MONUMENTED       MNDT
 DE9787  HISTORY     - 20010720 GOOD             MNDT
 DE9787
 DE9787                          STATION DESCRIPTION
 DE9787
 DE9787'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9787'17.5 MI (28.2 KM) SOUTH OF THORHULT, 11.35 MI (18.27 KM) SOUTH ALONG
 DE9787'TH 1 FROM JCT OF TH 89, AT TH 1 MP 100.7, 38.5 FT (11.7 M) EAST OF TH
 DE9787'1, 7.4 FT (2.3 M) NORTH OF ENT, 0.9 MI (1.4 KM) NORTH OF RED LAKE
 DE9787'RIVER, 1.7 FT (0.5 M) WEST OF WIT POST.
 DE9787
 DE9787                          STATION RECOVERY (2001)
 DE9787
 DE9787'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9787'THE MARK IS 17.5 MI (28.2 KM) SOUTH OF THORHULT, 11.35 MI (18.27 KM)
 DE9787'SOUTH ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF
 DE9787'THORHULT), AT TH 1 MP 100.7, 38.5 FT (11.7 M) EAST OF TH 1, 7.4 FT
 DE9787'(2.3 M) NORTH OF ENT, 0.9 MI (1.4 KM) NORTH OF RED LAKE RIVER, 1.7 FT
 DE9787'(0.5 M) WEST OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9755 ***********************************************************************
 DE9755  DESIGNATION -  1501 L
 DE9755  PID         -  DE9755
 DE9755  STATE/COUNTY-  MN/CLEARWATER
 DE9755  COUNTRY     -  US
 DE9755  USGS QUAD   -  BERNER NE (1972)
 DE9755
 DE9755                         *CURRENT SURVEY CONTROL
 DE9755  ______________________________________________________________________
 DE9755* NAD 83(2007) POSITION- 47 59 14.65448(N) 095 15 34.43355(W)   ADJUSTED  
 DE9755* NAD 83(2007) ELLIP HT-   331.608 (meters)        (02/10/07)   ADJUSTED
 DE9755* NAD 83(2007) EPOCH   -  2002.00
 DE9755* NAVD 88 ORTHO HEIGHT -   359.550  (meters)    1179.62  (feet) ADJUSTED  
 DE9755  ______________________________________________________________________
 DE9755  NAD 83(2007) X  -   -392,061.627 (meters)                     COMP
 DE9755  NAD 83(2007) Y  - -4,258,972.821 (meters)                     COMP
 DE9755  NAD 83(2007) Z  -  4,716,185.449 (meters)                     COMP
 DE9755  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC09
 DE9755  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DE9755  DYNAMIC HEIGHT  -        359.611 (meters)     1179.82  (feet) COMP
 DE9755  MODELED GRAVITY -    980,770.7   (mgal)                       NAVD 88
 DE9755
 DE9755  VERT ORDER      -  SECOND    CLASS I
 DE9755
 DE9755  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9755  Type                                         Horiz  Ellip  Dist(km)
 DE9755  -------------------------------------------------------------------
 DE9755  NETWORK                                       0.90   0.65
 DE9755  -------------------------------------------------------------------
 DE9755  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.12   0.73      2.66
 DE9755  -------------------------------------------------------------------
 DE9755  NOTE: Click here for information on individual local accuracy
 DE9755  values and other accuracy information.
 DE9755
 DE9755
 DE9755.The horizontal coordinates were established by GPS observations
 DE9755.and adjusted by the National Geodetic Survey in February 2007.
 DE9755
 DE9755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9755.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9755
 DE9755.The horizontal coordinates are valid at the epoch date displayed above
 DE9755.which is a decimal equivalence of Year/Month/Day.
 DE9755
 DE9755.The orthometric height was determined by differential leveling and
 DE9755.adjusted in October 2007.
 DE9755
 DE9755.Photographs are available for this station.
 DE9755
 DE9755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9755
 DE9755.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9755
 DE9755.The ellipsoidal height was determined by GPS observations
 DE9755.and is referenced to NAD 83.
 DE9755
 DE9755.The dynamic height is computed by dividing the NAVD 88
 DE9755.geopotential number by the normal gravity value computed on the
 DE9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9755.degrees latitude (g = 980.6199 gals.).
 DE9755
 DE9755.The modeled gravity was interpolated from observed gravity values.
 DE9755
 DE9755. The following values were computed from the NAD 83(2007) position.
 DE9755
 DE9755;                    North         East     Units Scale Factor Converg.
 DE9755;SPC MN N     -   267,611.669   638,838.548   MT  0.99990633   -1 36 02.6
 DE9755;SPC MN N     -   877,989.28  2,095,922.80   sFT  0.99990633   -1 36 02.6
 DE9755;UTM  15      - 5,317,370.813   331,410.095   MT  0.99994926   -1 40 45.3
 DE9755
 DE9755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9755!SPC MN N     -   0.99994803  x   0.99990633  =   0.99985436
 DE9755!UTM  15      -   0.99994803  x   0.99994926  =   0.99989729
 DE9755
 DE9755                          SUPERSEDED SURVEY CONTROL
 DE9755
 DE9755  NAD 83(1996)-  47 59 14.65459(N)    095 15 34.43356(W) AD(       ) 1
 DE9755  ELLIP H (01/24/03)  331.602  (m)                       GP(       ) 4 1
 DE9755  NAVD 88 (04/16/04)  359.582  (m)         1179.73   (f) SUPERSEDED  2 1
 DE9755  NAVD 88 (01/24/03)  359.55   (m)         1179.6    (f) LEVELING    3  
 DE9755
 DE9755.Superseded values are not recommended for survey control.
 DE9755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9755.See file dsdata.txt to determine how the superseded data were derived.
 DE9755
 DE9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3141017370(NAD 83)
 DE9755
 DE9755_MARKER: DD = SURVEY DISK
 DE9755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9755_STAMPING: 1501 L 2001
 DE9755_MARK LOGO: MNDT  
 DE9755_PROJECTION: FLUSH
 DE9755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9755+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 DE9755_ROD/PIPE-DEPTH:  6.1 meters
 DE9755
 DE9755  HISTORY     - Date     Condition        Report By
 DE9755  HISTORY     - 2001     MONUMENTED       MNDT
 DE9755  HISTORY     - 20010720 GOOD             MNDT
 DE9755  HISTORY     - 20061116 GOOD             MNDT
 DE9755
 DE9755                          STATION DESCRIPTION
 DE9755
 DE9755'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9755'16.5 MI (26.6 KM) SOUTH OF THORHULT, 10.15 MI (16.33 KM) SOUTH ALONG
 DE9755'TH 1 FROM JCT OF TH 89, AT TH 1 MP 99.50, 53.6 FT (16.3 M) EAST OF TH
 DE9755'1, 2.1 MI (3.4 KM) NORTH OF RED LAKE RIVER, 8.2 FT (2.5 M) SOUTH OF
 DE9755'ENTRANCE, 1.5 FT (0.5 M) WEST OF WIT POST.
 DE9755
 DE9755                          STATION RECOVERY (2001)
 DE9755
 DE9755'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9755'THE MARK IS 16.5 MI (26.6 KM) SOUTH OF THORHULT, 10.15 MI (16.33 KM)
 DE9755'SOUTH ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF
 DE9755'THORHULT), 2.1 MI (3.4 KM) NORTH OF RED LAKE RIVER, AT TH 1 MP 99.5,
 DE9755'53.6 FT (16.3 M) EAST OF TH 1, 8.2 FT (2.5 M) SOUTH OF ENT, 1.5 FT
 DE9755'(0.5 M) WEST OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE FOR GPS.
 DE9755
 DE9755                          STATION RECOVERY (2006)
 DE9755
 DE9755'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VG)
 DE9755'16.5 MILES SOUTH OF THORHULT, 10.15 MILES SOUTH ALONG TRUNK HIGHWAY 1
 DE9755'FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 89 )7 MILES SOUTH
 DE9755'OF THORHULT), AT TRUNK HIGHWAY 1 MILEPOINT 99.50, 53.6 FEET EAST OF
 DE9755'TRUNK HIGHWAY 1, 2.1 MILES NORTH OF RED LAKE RIVER, 8.2 FEET SOUTH OF
 DE9755'ENTRANCE, 1.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9756 ***********************************************************************
 DE9756  DESIGNATION -  1501 M
 DE9756  PID         -  DE9756
 DE9756  STATE/COUNTY-  MN/CLEARWATER
 DE9756  COUNTRY     -  US
 DE9756  USGS QUAD   -  GIMIWAN LAKE (1973)
 DE9756
 DE9756                         *CURRENT SURVEY CONTROL
 DE9756  ______________________________________________________________________
 DE9756* NAD 83(2007) POSITION- 48 00 39.62581(N) 095 15 56.51525(W)   ADJUSTED  
 DE9756* NAD 83(2007) ELLIP HT-   334.186 (meters)        (02/10/07)   ADJUSTED
 DE9756* NAD 83(2007) EPOCH   -  2002.00
 DE9756* NAVD 88 ORTHO HEIGHT -   362.128  (meters)    1188.08  (feet) ADJUSTED  
 DE9756  ______________________________________________________________________
 DE9756  NAD 83(2007) X  -   -392,338.729 (meters)                     COMP
 DE9756  NAD 83(2007) Y  - -4,256,990.356 (meters)                     COMP
 DE9756  NAD 83(2007) Z  -  4,717,943.578 (meters)                     COMP
 DE9756  LAPLACE CORR    -         -4.08  (seconds)                    DEFLEC09
 DE9756  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DE9756  DYNAMIC HEIGHT  -        362.189 (meters)     1188.28  (feet) COMP
 DE9756  MODELED GRAVITY -    980,770.0   (mgal)                       NAVD 88
 DE9756
 DE9756  VERT ORDER      -  SECOND    CLASS I
 DE9756
 DE9756  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9756  Type                                         Horiz  Ellip  Dist(km)
 DE9756  -------------------------------------------------------------------
 DE9756  NETWORK                                       1.06   0.76
 DE9756  -------------------------------------------------------------------
 DE9756  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.18   0.76      2.66
 DE9756  -------------------------------------------------------------------
 DE9756  NOTE: Click here for information on individual local accuracy
 DE9756  values and other accuracy information.
 DE9756
 DE9756
 DE9756.The horizontal coordinates were established by GPS observations
 DE9756.and adjusted by the National Geodetic Survey in February 2007.
 DE9756
 DE9756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9756.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9756
 DE9756.The horizontal coordinates are valid at the epoch date displayed above
 DE9756.which is a decimal equivalence of Year/Month/Day.
 DE9756
 DE9756.The orthometric height was determined by differential leveling and
 DE9756.adjusted in October 2007.
 DE9756
 DE9756.Photographs are available for this station.
 DE9756
 DE9756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9756
 DE9756.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9756
 DE9756.The ellipsoidal height was determined by GPS observations
 DE9756.and is referenced to NAD 83.
 DE9756
 DE9756.The dynamic height is computed by dividing the NAVD 88
 DE9756.geopotential number by the normal gravity value computed on the
 DE9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9756.degrees latitude (g = 980.6199 gals.).
 DE9756
 DE9756.The modeled gravity was interpolated from observed gravity values.
 DE9756
 DE9756. The following values were computed from the NAD 83(2007) position.
 DE9756
 DE9756;                    North         East     Units Scale Factor Converg.
 DE9756;SPC MN N     -   270,247.642   638,454.434   MT  0.99990750   -1 36 18.9
 DE9756;SPC MN N     -   886,637.47  2,094,662.59   sFT  0.99990750   -1 36 18.9
 DE9756;UTM  15      - 5,320,007.426   331,029.593   MT  0.99995083   -1 41 03.9
 DE9756
 DE9756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9756!SPC MN N     -   0.99994763  x   0.99990750  =   0.99985513
 DE9756!UTM  15      -   0.99994763  x   0.99995083  =   0.99989846
 DE9756
 DE9756                          SUPERSEDED SURVEY CONTROL
 DE9756
 DE9756  NAD 83(1996)-  48 00 39.62589(N)    095 15 56.51520(W) AD(       ) 1
 DE9756  ELLIP H (01/24/03)  334.179  (m)                       GP(       ) 4 1
 DE9756  NAVD 88 (04/16/04)  362.158  (m)         1188.18   (f) SUPERSEDED  2 1
 DE9756  NAVD 88 (01/24/03)  362.13   (m)         1188.1    (f) LEVELING    3  
 DE9756
 DE9756.Superseded values are not recommended for survey control.
 DE9756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9756.See file dsdata.txt to determine how the superseded data were derived.
 DE9756
 DE9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP3102920007(NAD 83)
 DE9756
 DE9756_MARKER: DD = SURVEY DISK
 DE9756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9756_STAMPING: 1501 M 2001
 DE9756_MARK LOGO: MNDT  
 DE9756_PROJECTION: RECESSED 3 CENTIMETERS
 DE9756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9756+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE9756_ROD/PIPE-DEPTH:  3.0 meters
 DE9756
 DE9756  HISTORY     - Date     Condition        Report By
 DE9756  HISTORY     - 2001     MONUMENTED       MNDT
 DE9756  HISTORY     - 20010720 GOOD             MNDT
 DE9756
 DE9756                          STATION DESCRIPTION
 DE9756
 DE9756'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9756'15 MI (24.1 KM) SOUTH OF THORHULT, 8.2 MI (13.2 KM) SOUTH ALONG TH 1
 DE9756'FROM JCT OF TH 89, AT TH 1 MP 97.55, 34.5 FT (10.5 M) SW OF TH 1, 0.85
 DE9756'MI (1.37 KM) SE OF COUNTY LINE, 1.3 FT (0.4 M) NE OF WIT POST.
 DE9756
 DE9756                          STATION RECOVERY (2001)
 DE9756
 DE9756'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9756'THE MARK IS 15 MI (24.1 KM) SOUTH OF THORHULT, 8.2 MI (13.2 KM) SOUTH
 DE9756'ALONG TH 1 FROM NORTH JCT OF TH 1 AND TH 89 (7 MI SOUTH OF THORHULT)
 DE9756'0.85 MI (1.37 KM) SE OF COUNTY LINE, AT TH 1 MP 97.55, 34.5 FT (10.5
 DE9756'M) SW OF TH 1, 1.3 FT (0.4 M) NE OF WIT POST, MAGNETIC, RECESSED 1
 DE9756'INCH, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3540 ***********************************************************************
 DH3540  DESIGNATION -  1502 A RESET
 DH3540  PID         -  DH3540
 DH3540  STATE/COUNTY-  MN/CLEARWATER
 DH3540  COUNTRY     -  US
 DH3540  USGS QUAD   -  FOSSTON SE (1969)
 DH3540
 DH3540                         *CURRENT SURVEY CONTROL
 DH3540  ______________________________________________________________________
 DH3540* NAD 83(1986) POSITION- 47 31 44.9    (N) 095 31 58.1    (W)   HD_HELD2  
 DH3540* NAVD 88 ORTHO HEIGHT -   450.437  (meters)    1477.81  (feet) ADJUSTED  
 DH3540  ______________________________________________________________________
 DH3540  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DH3540  DYNAMIC HEIGHT  -        450.486 (meters)     1477.97  (feet) COMP
 DH3540  MODELED GRAVITY -    980,707.2   (mgal)                       NAVD 88
 DH3540
 DH3540  VERT ORDER      -  SECOND    CLASS I
 DH3540
 DH3540.The horizontal coordinates were established by autonomous hand held GPS
 DH3540.observations and have an estimated accuracy of +/- 10 meters.
 DH3540.
 DH3540.The orthometric height was determined by differential leveling and
 DH3540.adjusted in June 2005.
 DH3540
 DH3540.No vertical observational check was made to the station.
 DH3540
 DH3540.The dynamic height is computed by dividing the NAVD 88
 DH3540.geopotential number by the normal gravity value computed on the
 DH3540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3540.degrees latitude (g = 980.6199 gals.).
 DH3540
 DH3540.The modeled gravity was interpolated from observed gravity values.
 DH3540
 DH3540;                    North         East    Units  Estimated Accuracy
 DH3540;SPC MN N     -   217,295.      616,851.      MT  (+/- 10 meters HH2 GPS)
 DH3540
 DH3540                          SUPERSEDED SURVEY CONTROL
 DH3540
 DH3540.No superseded survey control is available for this station.
 DH3540
 DH3540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0935667077(NAD 83)
 DH3540
 DH3540_MARKER: DB = BENCH MARK DISK
 DH3540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3540_STAMPING: 1502 A RESET
 DH3540_MARK LOGO: MNHD  
 DH3540_PROJECTION: FLUSH
 DH3540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH3540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3540+STABILITY: SURFACE MOTION
 DH3540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH3540+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DH3540
 DH3540  HISTORY     - Date     Condition        Report By
 DH3540  HISTORY     - 1971     MONUMENTED       MNHD
 DH3540
 DH3540                          STATION DESCRIPTION
 DH3540
 DH3540'DESCRIBED BY MN HIGHWAY DEPT 1971
 DH3540'5.6 MILES WEST OF BAGLEY, 6.25 MILES WEST OF JUNCTION OF TRUNK HIGHWAY
 DH3540'2 AND TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 2 MILEPOINT 81.95, 75 FEET
 DH3540'NORTH OF TRUNK HIGHWAY 2, AT TRUNK HIGHWAY 2 STATION 1793+95, 45 FEET
 DH3540'EAST OF COUNTY ROAD 7, 1.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0582 ***********************************************************************
 SK0582  DESIGNATION -  1503 A
 SK0582  PID         -  SK0582
 SK0582  STATE/COUNTY-  MN/CLEARWATER
 SK0582  COUNTRY     -  US
 SK0582  USGS QUAD   -  BAGLEY (1969)
 SK0582
 SK0582                         *CURRENT SURVEY CONTROL
 SK0582  ______________________________________________________________________
 SK0582* NAD 83(1986) POSITION- 47 31 36.46   (N) 095 22 56.79   (W)   HD_HELD1  
 SK0582* NAVD 88 ORTHO HEIGHT -   440.248  (meters)    1444.38  (feet) ADJUSTED  
 SK0582  ______________________________________________________________________
 SK0582  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 SK0582  DYNAMIC HEIGHT  -        440.292 (meters)     1444.52  (feet) COMP
 SK0582  MODELED GRAVITY -    980,699.5   (mgal)                       NAVD 88
 SK0582
 SK0582  VERT ORDER      -  FIRST     CLASS II
 SK0582
 SK0582.The horizontal coordinates were established by differentially corrected
 SK0582.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SK0582.
 SK0582.The orthometric height was determined by differential leveling and
 SK0582.adjusted in June 1991.
 SK0582
 SK0582.The dynamic height is computed by dividing the NAVD 88
 SK0582.geopotential number by the normal gravity value computed on the
 SK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0582.degrees latitude (g = 980.6199 gals.).
 SK0582
 SK0582.The modeled gravity was interpolated from observed gravity values.
 SK0582
 SK0582;                    North         East    Units  Estimated Accuracy
 SK0582;SPC MN N     -   216,689.1     628,159.4     MT  (+/- 3 meters HH1 GPS) 
 SK0582
 SK0582                          SUPERSEDED SURVEY CONTROL
 SK0582
 SK0582.No superseded survey control is available for this station.
 SK0582
 SK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2066566458(NAD 83)
 SK0582
 SK0582_MARKER: DB = BENCH MARK DISK
 SK0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0582_SP_SET: BRIDGE ABUTMENT
 SK0582_STAMPING: 1503 A 1972
 SK0582_MARK LOGO: MNDT  
 SK0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0582+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 SK0582
 SK0582  HISTORY     - Date     Condition        Report By
 SK0582  HISTORY     - 1972     MONUMENTED       MNDT
 SK0582  HISTORY     - 1981     GOOD             NGS
 SK0582  HISTORY     - 20030710 GOOD             MNDT
 SK0582
 SK0582                          STATION DESCRIPTION
 SK0582
 SK0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 SK0582'1.5 KM (0.9 MI) EAST FROM BAGLEY.
 SK0582'1.5 KM (0.9 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 SK0582'HIGHWAY 92 IN BAGLEY, IN TOP OF THE SOUTHEAST WINGWALL OF HIGHWAY 2
 SK0582'WESTBOUND BRIDGE NO. 15001, OVER THE CLEARWATER RIVER, 6.1 METERS
 SK0582'(20.0 FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANE.
 SK0582'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SK0582
 SK0582                          STATION RECOVERY (2003)
 SK0582
 SK0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 SK0582'0.75 MILES EAST OF BAGLEY, IN SOUTHEAST WINGWALL OF WESTBOUND TRUNK
 SK0582'HIGHWAY 2 BRIDGE 15001, 0.8 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 2
 SK0582'AND TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 2 MILEPOINT 89.15, 18.7 FEET
 SK0582'SOUTH-SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 2
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5565 ***********************************************************************
 DG5565  DESIGNATION -  1503 C
 DG5565  PID         -  DG5565
 DG5565  STATE/COUNTY-  MN/CLEARWATER
 DG5565  COUNTRY     -  US
 DG5565  USGS QUAD   -  SHEVLIN (1969)
 DG5565
 DG5565                         *CURRENT SURVEY CONTROL
 DG5565  ______________________________________________________________________
 DG5565* NAD 83(2007) POSITION- 47 31 47.35857(N) 095 17 24.20415(W)   ADJUSTED  
 DG5565* NAD 83(2007) ELLIP HT-   420.311 (meters)        (02/10/07)   ADJUSTED
 DG5565* NAD 83(2007) EPOCH   -  2002.00
 DG5565* NAVD 88 ORTHO HEIGHT -   448.1    (meters)    1470.    (feet) GPS OBS   
 DG5565  ______________________________________________________________________
 DG5565  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5565  GEOID HEIGHT    -        -27.70  (meters)                     GEOID99
 DG5565  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 DG5565  NAD 83(2007) X  -   -397,806.437 (meters)                     COMP
 DG5565  NAD 83(2007) Y  - -4,296,329.532 (meters)                     COMP
 DG5565  NAD 83(2007) Z  -  4,682,047.141 (meters)                     COMP
 DG5565  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC09
 DG5565
 DG5565  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5565  Type                                         Horiz  Ellip  Dist(km)
 DG5565  -------------------------------------------------------------------
 DG5565  NETWORK                                       1.01   1.10
 DG5565  -------------------------------------------------------------------
 DG5565  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.92   1.02      2.28
 DG5565  -------------------------------------------------------------------
 DG5565  NOTE: Click here for information on individual local accuracy
 DG5565  values and other accuracy information.
 DG5565
 DG5565
 DG5565.The horizontal coordinates were established by GPS observations
 DG5565.and adjusted by the National Geodetic Survey in February 2007.
 DG5565
 DG5565.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5565.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5565
 DG5565.The horizontal coordinates are valid at the epoch date displayed above
 DG5565.which is a decimal equivalence of Year/Month/Day.
 DG5565
 DG5565.The orthometric height was determined by GPS observations and a
 DG5565.high-resolution geoid model.
 DG5565
 DG5565.Photographs are available for this station.
 DG5565
 DG5565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5565
 DG5565.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5565
 DG5565.The ellipsoidal height was determined by GPS observations
 DG5565.and is referenced to NAD 83.
 DG5565
 DG5565. The following values were computed from the NAD 83(2007) position.
 DG5565
 DG5565;                    North         East     Units Scale Factor Converg.
 DG5565;SPC MN N     -   216,824.308   635,122.530   MT  0.99991697   -1 37 23.9
 DG5565;SPC MN N     -   711,364.42  2,083,731.17   sFT  0.99991697   -1 37 23.9
 DG5565;UTM  15      - 5,266,585.612   327,629.659   MT  0.99996513   -1 41 22.7
 DG5565
 DG5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5565!SPC MN N     -   0.99993412  x   0.99991697  =   0.99985110
 DG5565!UTM  15      -   0.99993412  x   0.99996513  =   0.99989926
 DG5565
 DG5565                          SUPERSEDED SURVEY CONTROL
 DG5565
 DG5565  NAD 83(1996)-  47 31 47.35831(N)    095 17 24.20403(W) AD(       ) 1
 DG5565  ELLIP H (05/19/04)  420.333  (m)                       GP(       ) 4 1
 DG5565
 DG5565.Superseded values are not recommended for survey control.
 DG5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5565.See file dsdata.txt to determine how the superseded data were derived.
 DG5565
 DG5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2762966585(NAD 83)
 DG5565
 DG5565_MARKER: DB = BENCH MARK DISK
 DG5565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5565_STAMPING: 1503 C 1972
 DG5565_MARK LOGO: MNHD  
 DG5565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5565+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 DG5565
 DG5565  HISTORY     - Date     Condition        Report By
 DG5565  HISTORY     - 1967     MONUMENTED       MNDT
 DG5565  HISTORY     - 20030709 GOOD             MNDT
 DG5565
 DG5565                          STATION DESCRIPTION
 DG5565
 DG5565'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5565'THE MARK WAS RECOVERED 1.5 MILES (2.4 KM) WEST OF SHEVLIN, 5.4 MILES
 DG5565'(8.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 92
 DG5565'IN BAGLEY, 99 FT (30.2 M) NORTH OF THE CENTERLINE OF WESTBOUND TRUNK
 DG5565'HIGHWAY 2 AT MILEPOINT 93.7, 49 FT (14.9 M) EAST OF THE CENTER OF
 DG5565'COUNTY ROAD 90, 12.9 FT (3.9 M) EAST OF RIGHT OF WAY POST, 2 FT (0.6
 DG5565'M) SW OF POWERLINE POLE, 0.8 FT (24.4 CM) EAST OF WITNESS POST. THE
 DG5565'MARK IS A MNHD BENCHMARK DISK PROJECTING 6 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4434 ***********************************************************************
 DM4434  DESIGNATION -  1503 G
 DM4434  PID         -  DM4434
 DM4434  STATE/COUNTY-  MN/CLEARWATER
 DM4434  COUNTRY     -  US
 DM4434  USGS QUAD   -  SHEVLIN (1969)
 DM4434
 DM4434                         *CURRENT SURVEY CONTROL
 DM4434  ______________________________________________________________________
 DM4434* NAD 83(1986) POSITION- 47 31 58.     (N) 095 20 51.     (W)   SCALED    
 DM4434* NAVD 88 ORTHO HEIGHT -   455.851  (meters)    1495.57  (feet) ADJUSTED  
 DM4434  ______________________________________________________________________
 DM4434  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DM4434  DYNAMIC HEIGHT  -        455.897 (meters)     1495.72  (feet) COMP
 DM4434  MODELED GRAVITY -    980,700.2   (mgal)                       NAVD 88
 DM4434
 DM4434  VERT ORDER      -  SECOND    CLASS I
 DM4434
 DM4434.The horizontal coordinates were scaled from a topographic map and have
 DM4434.an estimated accuracy of +/- 6 seconds.
 DM4434.
 DM4434.The orthometric height was determined by differential leveling and
 DM4434.adjusted in January 2011.
 DM4434
 DM4434.No vertical observational check was made to the station.
 DM4434
 DM4434.The dynamic height is computed by dividing the NAVD 88
 DM4434.geopotential number by the normal gravity value computed on the
 DM4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4434.degrees latitude (g = 980.6199 gals.).
 DM4434
 DM4434.The modeled gravity was interpolated from observed gravity values.
 DM4434
 DM4434;                    North         East    Units  Estimated Accuracy
 DM4434;SPC MN N     -   217,280.      630,810.      MT  (+/- 180 meters Scaled)
 DM4434
 DM4434                          SUPERSEDED SURVEY CONTROL
 DM4434
 DM4434.No superseded survey control is available for this station.
 DM4434
 DM4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN233670(NAD 83)
 DM4434
 DM4434_MARKER: DD = SURVEY DISK
 DM4434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4434_SP_SET: SLAB
 DM4434_STAMPING: 1503 G 2008
 DM4434_MARK LOGO: MNDT  
 DM4434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4434+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4434
 DM4434  HISTORY     - Date     Condition        Report By
 DM4434  HISTORY     - 2008     MONUMENTED       MNDT
 DM4434
 DM4434                          STATION DESCRIPTION
 DM4434
 DM4434'DESCRIBED BY MN DEPT OF TRANSP 2008 (WAS)
 DM4434'THE MARK IS 1.4 MI (2.3 KM) EAST OF BAGLEY, 2.3 MI (3.7 KM) EAST ALONG
 DM4434'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 DM4434'92 IN BAGLEY TO TRUNK HIGHWAY 2 MILE POINT 91.25, THENCE 0.30 MI (0.5
 DM4434'KM) EAST AND NORTH ON BITUMINOUS DRIVE TO MNDOT MAINTENANCE YARD.
 DM4434' 
 DM4434'IT IS 45.9 FT (14.0 M) EAST OF THE SOUTHWEST CORNER OF GARAGE NUMBER
 DM4434'90234, 14.3 FT (4.4 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF METAL
 DM4434'GARAGE NUMBER 90234, 3.8 FT (1.2 M) SOUTH OF SOUTH FACE TO GARAGE, NO
 DM4434'POST SET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9854 ***********************************************************************
 AH9854  DESIGNATION -  1504 A
 AH9854  PID         -  AH9854
 AH9854  STATE/COUNTY-  MN/CLEARWATER
 AH9854  COUNTRY     -  US
 AH9854  USGS QUAD   -  ZERKEL (1981)
 AH9854
 AH9854                         *CURRENT SURVEY CONTROL
 AH9854  ______________________________________________________________________
 AH9854* NAD 83(1986) POSITION- 47 18 40.     (N) 095 24 08.     (W)   SCALED    
 AH9854* NAVD 88 ORTHO HEIGHT -   457.922  (meters)    1502.37  (feet) ADJUSTED  
 AH9854  ______________________________________________________________________
 AH9854  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 AH9854  DYNAMIC HEIGHT  -        457.957 (meters)     1502.48  (feet) COMP
 AH9854  MODELED GRAVITY -    980,676.3   (mgal)                       NAVD 88
 AH9854
 AH9854  VERT ORDER      -  SECOND    CLASS I
 AH9854
 AH9854.The horizontal coordinates were scaled from a topographic map and have
 AH9854.an estimated accuracy of +/- 6 seconds.
 AH9854.
 AH9854.The orthometric height was determined by differential leveling and
 AH9854.adjusted in June 2004.
 AH9854
 AH9854.The dynamic height is computed by dividing the NAVD 88
 AH9854.geopotential number by the normal gravity value computed on the
 AH9854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9854.degrees latitude (g = 980.6199 gals.).
 AH9854
 AH9854.The modeled gravity was interpolated from observed gravity values.
 AH9854
 AH9854;                    North         East    Units  Estimated Accuracy
 AH9854;SPC MN N     -   192,770.      625,960.      MT  (+/- 180 meters Scaled)
 AH9854
 AH9854                          SUPERSEDED SURVEY CONTROL
 AH9854
 AH9854.No superseded survey control is available for this station.
 AH9854
 AH9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN184425(NAD 83)
 AH9854
 AH9854_MARKER: DV = VERTICAL CONTROL DISK
 AH9854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9854_STAMPING: 1504 A 1992
 AH9854_MARK LOGO: MNDT  
 AH9854_PROJECTION: FLUSH
 AH9854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9854+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 AH9854_ROD/PIPE-DEPTH: 10.7 meters
 AH9854
 AH9854  HISTORY     - Date     Condition        Report By
 AH9854  HISTORY     - 1992     MONUMENTED       MNDT
 AH9854  HISTORY     - 19970930 GOOD             MNDT
 AH9854
 AH9854                          STATION DESCRIPTION
 AH9854
 AH9854'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9854'THE MARK IS 1 MI (1.6 KM) WEST OF ZERKEL, 1.0 MI (1.6 KM) WEST ALONG
 AH9854'TH 200 FROM JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH 200 MP 73.45, 60
 AH9854'FT (18.3 M) NORTH OF TH 200, 100 FT (30.5 M) EAST OF CO RD 103, 47.3
 AH9854'FT (14.4 M) SE OF P-POLE, AND 1.0 FT (0.3 M) SOUTH OF WIT POST.
 AH9854
 AH9854                          STATION RECOVERY (1997)
 AH9854
 AH9854'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AH9854'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 1
 AH9854'MI (1.6 KM) WEST OF ZERKEL, 1.0 MI (1.6 KM) WEST ALONG TH 200 FROM JCT
 AH9854'OF TH 200 AND TH 92, AT TH 200 MP 73.45, 60 FT (18.3 M) NORTH OF TH
 AH9854'200, 100 FT (30.5 M) EAST OF CO RD 103, 47.3 FT (14.4 M) SE OF P-POLE,
 AH9854'1.0 FT (0.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9855 ***********************************************************************
 AH9855  DESIGNATION -  1504 B
 AH9855  PID         -  AH9855
 AH9855  STATE/COUNTY-  MN/CLEARWATER
 AH9855  COUNTRY     -  US
 AH9855  USGS QUAD   -  ZERKEL (1981)
 AH9855
 AH9855                         *CURRENT SURVEY CONTROL
 AH9855  ______________________________________________________________________
 AH9855* NAD 83(1986) POSITION- 47 18 40.     (N) 095 25 28.     (W)   SCALED    
 AH9855* NAVD 88 ORTHO HEIGHT -   452.076  (meters)    1483.19  (feet) ADJUSTED  
 AH9855  ______________________________________________________________________
 AH9855  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 AH9855  DYNAMIC HEIGHT  -        452.111 (meters)     1483.30  (feet) COMP
 AH9855  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 AH9855
 AH9855  VERT ORDER      -  SECOND    CLASS I
 AH9855
 AH9855.The horizontal coordinates were scaled from a topographic map and have
 AH9855.an estimated accuracy of +/- 6 seconds.
 AH9855.
 AH9855.The orthometric height was determined by differential leveling and
 AH9855.adjusted in June 2004.
 AH9855
 AH9855.The dynamic height is computed by dividing the NAVD 88
 AH9855.geopotential number by the normal gravity value computed on the
 AH9855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9855.degrees latitude (g = 980.6199 gals.).
 AH9855
 AH9855.The modeled gravity was interpolated from observed gravity values.
 AH9855
 AH9855;                    North         East    Units  Estimated Accuracy
 AH9855;SPC MN N     -   192,820.      624,280.      MT  (+/- 180 meters Scaled)
 AH9855
 AH9855                          SUPERSEDED SURVEY CONTROL
 AH9855
 AH9855.No superseded survey control is available for this station.
 AH9855
 AH9855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN167425(NAD 83)
 AH9855
 AH9855_MARKER: DV = VERTICAL CONTROL DISK
 AH9855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9855_STAMPING: 1504 B 1992
 AH9855_MARK LOGO: MNDT  
 AH9855_PROJECTION: RECESSED 3 CENTIMETERS
 AH9855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9855+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9855_ROD/PIPE-DEPTH: 61.0 meters
 AH9855
 AH9855  HISTORY     - Date     Condition        Report By
 AH9855  HISTORY     - 1992     MONUMENTED       MNDT
 AH9855
 AH9855                          STATION DESCRIPTION
 AH9855
 AH9855'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9855'THE MARK IS 2 MI (3.2 KM) WEST OF ZERKEL, 2.0 MI (3.2 KM) WEST ALONG
 AH9855'TH 200 FROM JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH 200 MP 72.6, 60.5
 AH9855'FT (18.4 M) NORTH OF TH 200, 78.5 FT (23.9 M) WEST OF ENT, 2.6 FT (0.8
 AH9855'M) NORTH OF NORTH LEG OF SIGN, AND 1.0 FT (0.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9856 ***********************************************************************
 AH9856  DESIGNATION -  1504 C
 AH9856  PID         -  AH9856
 AH9856  STATE/COUNTY-  MN/CLEARWATER
 AH9856  COUNTRY     -  US
 AH9856  USGS QUAD   -  ZERKEL (1981)
 AH9856
 AH9856                         *CURRENT SURVEY CONTROL
 AH9856  ______________________________________________________________________
 AH9856* NAD 83(1986) POSITION- 47 18 38.     (N) 095 26 27.     (W)   SCALED    
 AH9856* NAVD 88 ORTHO HEIGHT -   445.840  (meters)    1462.73  (feet) ADJUSTED  
 AH9856  ______________________________________________________________________
 AH9856  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AH9856  DYNAMIC HEIGHT  -        445.875 (meters)     1462.84  (feet) COMP
 AH9856  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 AH9856
 AH9856  VERT ORDER      -  SECOND    CLASS I
 AH9856
 AH9856.The horizontal coordinates were scaled from a topographic map and have
 AH9856.an estimated accuracy of +/- 6 seconds.
 AH9856.
 AH9856.The orthometric height was determined by differential leveling and
 AH9856.adjusted in June 2004.
 AH9856
 AH9856.The dynamic height is computed by dividing the NAVD 88
 AH9856.geopotential number by the normal gravity value computed on the
 AH9856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9856.degrees latitude (g = 980.6199 gals.).
 AH9856
 AH9856.The modeled gravity was interpolated from observed gravity values.
 AH9856
 AH9856;                    North         East    Units  Estimated Accuracy
 AH9856;SPC MN N     -   192,790.      623,040.      MT  (+/- 180 meters Scaled)
 AH9856
 AH9856                          SUPERSEDED SURVEY CONTROL
 AH9856
 AH9856.No superseded survey control is available for this station.
 AH9856
 AH9856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN155425(NAD 83)
 AH9856
 AH9856_MARKER: DV = VERTICAL CONTROL DISK
 AH9856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9856_STAMPING: 1504 C 1992
 AH9856_MARK LOGO: MNDT  
 AH9856_PROJECTION: RECESSED 3 CENTIMETERS
 AH9856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9856+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9856_ROD/PIPE-DEPTH: 15.2 meters
 AH9856
 AH9856  HISTORY     - Date     Condition        Report By
 AH9856  HISTORY     - 1992     MONUMENTED       MNDT
 AH9856
 AH9856                          STATION DESCRIPTION
 AH9856
 AH9856'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9856'THE MARK IS 2.7 MI (4.3 KM) WEST OF ZERKEL, 2.7 MI (4.3 KM) WEST ALONG
 AH9856'TH 200 FROM JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH 200 MP 71.7, 78
 AH9856'FT (23.8 M) SOUTH OF TH 200, 32 FT (9.8 M) SW OF ENT, AND 2.3 FT (0.7
 AH9856'M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9857 ***********************************************************************
 AH9857  DESIGNATION -  1504 D
 AH9857  PID         -  AH9857
 AH9857  STATE/COUNTY-  MN/CLEARWATER
 AH9857  COUNTRY     -  US
 AH9857  USGS QUAD   -  ZERKEL (1981)
 AH9857
 AH9857                         *CURRENT SURVEY CONTROL
 AH9857  ______________________________________________________________________
 AH9857* NAD 83(1986) POSITION- 47 18 38.     (N) 095 27 15.     (W)   SCALED    
 AH9857* NAVD 88 ORTHO HEIGHT -   443.881  (meters)    1456.30  (feet) ADJUSTED  
 AH9857  ______________________________________________________________________
 AH9857  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 AH9857  DYNAMIC HEIGHT  -        443.915 (meters)     1456.41  (feet) COMP
 AH9857  MODELED GRAVITY -    980,677.3   (mgal)                       NAVD 88
 AH9857
 AH9857  VERT ORDER      -  SECOND    CLASS I
 AH9857
 AH9857.The horizontal coordinates were scaled from a topographic map and have
 AH9857.an estimated accuracy of +/- 6 seconds.
 AH9857.
 AH9857.The orthometric height was determined by differential leveling and
 AH9857.adjusted in June 2004.
 AH9857
 AH9857.The dynamic height is computed by dividing the NAVD 88
 AH9857.geopotential number by the normal gravity value computed on the
 AH9857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9857.degrees latitude (g = 980.6199 gals.).
 AH9857
 AH9857.The modeled gravity was interpolated from observed gravity values.
 AH9857
 AH9857;                    North         East    Units  Estimated Accuracy
 AH9857;SPC MN N     -   192,820.      622,030.      MT  (+/- 180 meters Scaled)
 AH9857
 AH9857                          SUPERSEDED SURVEY CONTROL
 AH9857
 AH9857.No superseded survey control is available for this station.
 AH9857
 AH9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN145425(NAD 83)
 AH9857
 AH9857_MARKER: DV = VERTICAL CONTROL DISK
 AH9857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9857_STAMPING: 1504 D 1992
 AH9857_MARK LOGO: MNDT  
 AH9857_PROJECTION: RECESSED 3 CENTIMETERS
 AH9857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9857+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9857_ROD/PIPE-DEPTH: 19.8 meters
 AH9857
 AH9857  HISTORY     - Date     Condition        Report By
 AH9857  HISTORY     - 1992     MONUMENTED       MNDT
 AH9857
 AH9857                          STATION DESCRIPTION
 AH9857
 AH9857'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9857'THE MARK IS 3.4 MI (5.5 KM) WEST OF ZERKEL, 3.4 MI (5.5 KM) WEST ALONG
 AH9857'TH 200 FROM JCT OF TH 200 AND TH 92, AT TH 200 MP 71.0, 22 FT (6.7 M)
 AH9857'SOUTH OF TH 200, 250 FT (76.2 M) EAST OF WILD RICE RIVER, 2.4 FT (0.7
 AH9857'M) NNE OF MP 71 SIGN POST, AND 2.4 FT (0.7 M) NNE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9859 ***********************************************************************
 AH9859  DESIGNATION -  1504 E
 AH9859  PID         -  AH9859
 AH9859  STATE/COUNTY-  MN/CLEARWATER
 AH9859  COUNTRY     -  US
 AH9859  USGS QUAD   -  ZERKEL (1981)
 AH9859
 AH9859                         *CURRENT SURVEY CONTROL
 AH9859  ______________________________________________________________________
 AH9859* NAD 83(1986) POSITION- 47 18 45.     (N) 095 29 20.     (W)   SCALED    
 AH9859* NAVD 88 ORTHO HEIGHT -   463.393  (meters)    1520.32  (feet) ADJUSTED  
 AH9859  ______________________________________________________________________
 AH9859  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH9859  DYNAMIC HEIGHT  -        463.427 (meters)     1520.43  (feet) COMP
 AH9859  MODELED GRAVITY -    980,671.7   (mgal)                       NAVD 88
 AH9859
 AH9859  VERT ORDER      -  SECOND    CLASS I
 AH9859
 AH9859.The horizontal coordinates were scaled from a topographic map and have
 AH9859.an estimated accuracy of +/- 6 seconds.
 AH9859.
 AH9859.The orthometric height was determined by differential leveling and
 AH9859.adjusted in June 2004.
 AH9859
 AH9859.The dynamic height is computed by dividing the NAVD 88
 AH9859.geopotential number by the normal gravity value computed on the
 AH9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9859.degrees latitude (g = 980.6199 gals.).
 AH9859
 AH9859.The modeled gravity was interpolated from observed gravity values.
 AH9859
 AH9859;                    North         East    Units  Estimated Accuracy
 AH9859;SPC MN N     -   193,120.      619,410.      MT  (+/- 180 meters Scaled)
 AH9859
 AH9859                          SUPERSEDED SURVEY CONTROL
 AH9859
 AH9859.No superseded survey control is available for this station.
 AH9859
 AH9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN118428(NAD 83)
 AH9859
 AH9859_MARKER: DV = VERTICAL CONTROL DISK
 AH9859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9859_STAMPING: 1504 E 1992
 AH9859_MARK LOGO: MNDT  
 AH9859_PROJECTION: RECESSED 3 CENTIMETERS
 AH9859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9859+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9859_ROD/PIPE-DEPTH: 24.4 meters
 AH9859
 AH9859  HISTORY     - Date     Condition        Report By
 AH9859  HISTORY     - 1992     MONUMENTED       MNDT
 AH9859
 AH9859                          STATION DESCRIPTION
 AH9859
 AH9859'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9859'THE MARK IS 5 MI (8.0 KM) WEST OF ZERKEL, 5.0 MI (8.0 KM) WEST ALONG
 AH9859'TH 200 FROM JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH 200 MP 69.35,
 AH9859'86.5 FT (26.4 M) NORTH OF TH 200, 56 FT (17.1 M) SSE OF FENCE COR, 21
 AH9859'FT (6.4 M) ENE OF ENT, AND 1.5 FT (0.5 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9861 ***********************************************************************
 AH9861  DESIGNATION -  1504 F
 AH9861  PID         -  AH9861
 AH9861  STATE/COUNTY-  MN/CLEARWATER
 AH9861  COUNTRY     -  US
 AH9861  USGS QUAD   -  ROY LAKE (1969)
 AH9861
 AH9861                         *CURRENT SURVEY CONTROL
 AH9861  ______________________________________________________________________
 AH9861* NAD 83(1986) POSITION- 47 19 02.     (N) 095 32 01.     (W)   SCALED    
 AH9861* NAVD 88 ORTHO HEIGHT -   473.474  (meters)    1553.39  (feet) ADJUSTED  
 AH9861  ______________________________________________________________________
 AH9861  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 AH9861  DYNAMIC HEIGHT  -        473.509 (meters)     1553.50  (feet) COMP
 AH9861  MODELED GRAVITY -    980,670.9   (mgal)                       NAVD 88
 AH9861
 AH9861  VERT ORDER      -  SECOND    CLASS I
 AH9861
 AH9861.The horizontal coordinates were scaled from a topographic map and have
 AH9861.an estimated accuracy of +/- 6 seconds.
 AH9861.
 AH9861.The orthometric height was determined by differential leveling and
 AH9861.adjusted in June 2004.
 AH9861
 AH9861.The dynamic height is computed by dividing the NAVD 88
 AH9861.geopotential number by the normal gravity value computed on the
 AH9861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9861.degrees latitude (g = 980.6199 gals.).
 AH9861
 AH9861.The modeled gravity was interpolated from observed gravity values.
 AH9861
 AH9861;                    North         East    Units  Estimated Accuracy
 AH9861;SPC MN N     -   193,750.      616,050.      MT  (+/- 180 meters Scaled)
 AH9861
 AH9861                          SUPERSEDED SURVEY CONTROL
 AH9861
 AH9861.No superseded survey control is available for this station.
 AH9861
 AH9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN085435(NAD 83)
 AH9861
 AH9861_MARKER: DV = VERTICAL CONTROL DISK
 AH9861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9861_STAMPING: 1504 F 1992
 AH9861_MARK LOGO: MNDT  
 AH9861_PROJECTION: FLUSH
 AH9861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9861+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9861_ROD/PIPE-DEPTH: 10.1 meters
 AH9861
 AH9861  HISTORY     - Date     Condition        Report By
 AH9861  HISTORY     - 1992     MONUMENTED       MNDT
 AH9861
 AH9861                          STATION DESCRIPTION
 AH9861
 AH9861'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9861'THE MARK IS 1 MI (1.6 KM) SE OF ROY LAKE, 1.0 MI (1.6 KM) ESE ALONG TH
 AH9861'200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP 67.15, 96
 AH9861'FT (29.3 M) SSW OF TH 200, 15 FT (4.6 M) EAST OF ENT, 2.2 FT (0.7 M)
 AH9861'NORTH OF P-POLE, AND 1.0 FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9841 ***********************************************************************
 AH9841  DESIGNATION -  1505 A
 AH9841  PID         -  AH9841
 AH9841  STATE/COUNTY-  MN/CLEARWATER
 AH9841  COUNTRY     -  US
 AH9841  USGS QUAD   -  LAKE ITASCA (1972)
 AH9841
 AH9841                         *CURRENT SURVEY CONTROL
 AH9841  ______________________________________________________________________
 AH9841* NAD 83(1986) POSITION- 47 14 57.     (N) 095 14 49.     (W)   SCALED    
 AH9841* NAVD 88 ORTHO HEIGHT -   450.765  (meters)    1478.88  (feet) ADJUSTED  
 AH9841  ______________________________________________________________________
 AH9841  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AH9841  DYNAMIC HEIGHT  -        450.799 (meters)     1479.00  (feet) COMP
 AH9841  MODELED GRAVITY -    980,674.9   (mgal)                       NAVD 88
 AH9841
 AH9841  VERT ORDER      -  SECOND    CLASS I
 AH9841
 AH9841.The horizontal coordinates were scaled from a topographic map and have
 AH9841.an estimated accuracy of +/- 6 seconds.
 AH9841.
 AH9841.The orthometric height was determined by differential leveling and
 AH9841.adjusted in June 2004.
 AH9841
 AH9841.The dynamic height is computed by dividing the NAVD 88
 AH9841.geopotential number by the normal gravity value computed on the
 AH9841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9841.degrees latitude (g = 980.6199 gals.).
 AH9841
 AH9841.The modeled gravity was interpolated from observed gravity values.
 AH9841
 AH9841;                    North         East    Units  Estimated Accuracy
 AH9841;SPC MN N     -   185,550.      637,500.      MT  (+/- 180 meters Scaled)
 AH9841
 AH9841                          SUPERSEDED SURVEY CONTROL
 AH9841
 AH9841.No superseded survey control is available for this station.
 AH9841
 AH9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN299353(NAD 83)
 AH9841
 AH9841_MARKER: Z = SEE DESCRIPTION
 AH9841_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9841_SP_SET: BOX CULVERT HEADWALL
 AH9841_STAMPING: 1505 A 1956
 AH9841_MARK LOGO: MNDT  
 AH9841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9841+STABILITY: SURFACE MOTION
 AH9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9841+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1992
 AH9841
 AH9841  HISTORY     - Date     Condition        Report By
 AH9841  HISTORY     - 1956     MONUMENTED       MNDT
 AH9841  HISTORY     - 19920810 GOOD             MNDT
 AH9841
 AH9841                          STATION DESCRIPTION
 AH9841
 AH9841'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9841'1.5 MI (2.4 KM) WEST OF THE CITY OF LAKE ITASCA.  1.65 MI (2.66 KM)
 AH9841'WEST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA, AT TH
 AH9841'200 MP 83.15, IN THE SW HEADWALL OF A DOUBLE BOX CULVERT NO 1056 AT
 AH9841'SUCKER CREEK, THE MARK BEING A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9838 ***********************************************************************
 AH9838  DESIGNATION -  1505 C
 AH9838  PID         -  AH9838
 AH9838  STATE/COUNTY-  MN/CLEARWATER
 AH9838  COUNTRY     -  US
 AH9838  USGS QUAD   -  LAKE ITASCA (1972)
 AH9838
 AH9838                         *CURRENT SURVEY CONTROL
 AH9838  ______________________________________________________________________
 AH9838* NAD 83(1986) POSITION- 47 14 41.3    (N) 095 11 00.5    (W)   HD_HELD2  
 AH9838* NAVD 88 ORTHO HEIGHT -   471.648  (meters)    1547.40  (feet) ADJUSTED  
 AH9838  ______________________________________________________________________
 AH9838  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AH9838  DYNAMIC HEIGHT  -        471.687 (meters)     1547.53  (feet) COMP
 AH9838  MODELED GRAVITY -    980,681.4   (mgal)                       NAVD 88
 AH9838
 AH9838  VERT ORDER      -  SECOND    CLASS I
 AH9838
 AH9838.The horizontal coordinates were established by autonomous hand held GPS
 AH9838.observations and have an estimated accuracy of +/- 10 meters.
 AH9838.
 AH9838.The orthometric height was determined by differential leveling and
 AH9838.adjusted in June 2004.
 AH9838
 AH9838.Photographs are available for this station.
 AH9838
 AH9838.The dynamic height is computed by dividing the NAVD 88
 AH9838.geopotential number by the normal gravity value computed on the
 AH9838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9838.degrees latitude (g = 980.6199 gals.).
 AH9838
 AH9838.The modeled gravity was interpolated from observed gravity values.
 AH9838
 AH9838;                    North         East    Units  Estimated Accuracy
 AH9838;SPC MN N     -   184,928.      642,291.      MT  (+/- 10 meters HH2 GPS)
 AH9838
 AH9838                          SUPERSEDED SURVEY CONTROL
 AH9838
 AH9838.No superseded survey control is available for this station.
 AH9838
 AH9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3476334681(NAD 83)
 AH9838
 AH9838_MARKER: DV = VERTICAL CONTROL DISK
 AH9838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9838_STAMPING: 1505 C 1992
 AH9838_MARK LOGO: MNDT  
 AH9838_PROJECTION: RECESSED 5 CENTIMETERS
 AH9838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9838+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 AH9838_ROD/PIPE-DEPTH:  4.6 meters
 AH9838
 AH9838  HISTORY     - Date     Condition        Report By
 AH9838  HISTORY     - 1992     MONUMENTED       MNDT
 AH9838  HISTORY     - 20061206 GOOD             MNDT
 AH9838
 AH9838                          STATION DESCRIPTION
 AH9838
 AH9838'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9838'THE MARK IS 1.5 MI (2.4 KM) SE OF THE CITY OF LAKE ITASCA, 1.5 MI (2.4
 AH9838'KM) EAST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA,
 AH9838'AT TH 200 MP 86.3, 77.5 FT (23.6 M) NORTH OF TH 200, 2.5 FT (0.8 M)
 AH9838'WEST OF FIELD ENT, AND 1.3 FT (0.4 M) SOUTH OF WIT POST.
 AH9838
 AH9838                          STATION RECOVERY (2006)
 AH9838
 AH9838'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH9838'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF ZERKEL,
 AH9838'9.9 MI (15.9 KM) SOUTH-SOUTHEAST OF ALIDA AND 9.5 MI (15.3 KM)
 AH9838'WEST-NORTHWEST OF LAKE GEORGE.
 AH9838' 
 AH9838'1.5 MI (2.4 KM) SOUTHEAST OF LAKE ITASCA, 1.5 MI (2.4 KM) EAST ALONG
 AH9838'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY
 AH9838'ROAD 2, AT TRUNK HIGHWAY 200 MILE POINT 86.3, 77.5 FT (23.6 M) NORTH
 AH9838'OF TRUNK HIGHWAY 200, 2.5 FT (0.8 M) WEST OF A FIELD ENTRANCE, 1.3 FT
 AH9838'(0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9839 ***********************************************************************
 AH9839  DESIGNATION -  1505 D
 AH9839  PID         -  AH9839
 AH9839  STATE/COUNTY-  MN/CLEARWATER
 AH9839  COUNTRY     -  US
 AH9839  USGS QUAD   -  LAKE ITASCA (1972)
 AH9839
 AH9839                         *CURRENT SURVEY CONTROL
 AH9839  ______________________________________________________________________
 AH9839* NAD 83(1986) POSITION- 47 14 52.6    (N) 095 11 47.8    (W)   HD_HELD2  
 AH9839* NAVD 88 ORTHO HEIGHT -   464.430  (meters)    1523.72  (feet) ADJUSTED  
 AH9839  ______________________________________________________________________
 AH9839  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AH9839  DYNAMIC HEIGHT  -        464.468 (meters)     1523.84  (feet) COMP
 AH9839  MODELED GRAVITY -    980,680.4   (mgal)                       NAVD 88
 AH9839
 AH9839  VERT ORDER      -  SECOND    CLASS I
 AH9839
 AH9839.The horizontal coordinates were established by autonomous hand held GPS
 AH9839.observations and have an estimated accuracy of +/- 10 meters.
 AH9839.
 AH9839.The orthometric height was determined by differential leveling and
 AH9839.adjusted in June 2004.
 AH9839
 AH9839.Photographs are available for this station.
 AH9839
 AH9839.The dynamic height is computed by dividing the NAVD 88
 AH9839.geopotential number by the normal gravity value computed on the
 AH9839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9839.degrees latitude (g = 980.6199 gals.).
 AH9839
 AH9839.The modeled gravity was interpolated from observed gravity values.
 AH9839
 AH9839;                    North         East    Units  Estimated Accuracy
 AH9839;SPC MN N     -   185,304.      641,306.      MT  (+/- 10 meters HH2 GPS)
 AH9839
 AH9839                          SUPERSEDED SURVEY CONTROL
 AH9839
 AH9839.No superseded survey control is available for this station.
 AH9839
 AH9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3377835058(NAD 83)
 AH9839
 AH9839_MARKER: DV = VERTICAL CONTROL DISK
 AH9839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9839_STAMPING: 1505 D 1992
 AH9839_MARK LOGO: MNDT  
 AH9839_PROJECTION: FLUSH
 AH9839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9839+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 AH9839_ROD/PIPE-DEPTH:  4.3 meters
 AH9839
 AH9839  HISTORY     - Date     Condition        Report By
 AH9839  HISTORY     - 1992     MONUMENTED       MNDT
 AH9839  HISTORY     - 20061206 GOOD             MNDT
 AH9839
 AH9839                          STATION DESCRIPTION
 AH9839
 AH9839'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9839'THE MARK IS 0.85 MI (1.37 KM) SE OF THE CITY OF LAKE ITASCA, 0.85 MI
 AH9839'(1.37 KM) EAST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE
 AH9839'ITASCA, AT TH 200 MP 85.65, 77 FT (23.5 M) SSW OF TH 200, 29.5 FT (9.0
 AH9839'M) WEST OF FIELD ENT, AND 1.5 FT (0.5 M) NORTH OF WIT POST.
 AH9839
 AH9839                          STATION RECOVERY (2006)
 AH9839
 AH9839'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH9839'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST-NORTHWEST OF LAKE
 AH9839'GEORGE, 9.7 MI (15.6 KM) EAST-SOUTHEAST OF ZERKEL AND 9.6 MI (15.4 KM)
 AH9839'SOUTH OF ALIDA.
 AH9839' 
 AH9839'0.85 MI (1.4 KM) SOUTHEAST OF LAKE ITASCA, 0.85 MI (1.4 KM) EAST ALONG
 AH9839'TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY
 AH9839'ROAD 2, AT TRUNK HIGHWAY 200 MILE POINT 85.65, 77.0 FT (23.5 M)
 AH9839'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 200, 29.5 FT (9.0 M) WEST OF A FIELD
 AH9839'ENTRANCE, 1.5 FT (0.5 M) NORTH OF A WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9840 ***********************************************************************
 AH9840  DESIGNATION -  1505 E
 AH9840  PID         -  AH9840
 AH9840  STATE/COUNTY-  MN/CLEARWATER
 AH9840  COUNTRY     -  US
 AH9840  USGS QUAD   -  LA SALLE LAKE (1972)
 AH9840
 AH9840                         *CURRENT SURVEY CONTROL
 AH9840  ______________________________________________________________________
 AH9840* NAD 83(1986) POSITION- 47 15 13.     (N) 095 13 43.     (W)   SCALED    
 AH9840* NAVD 88 ORTHO HEIGHT -   451.723  (meters)    1482.03  (feet) ADJUSTED  
 AH9840  ______________________________________________________________________
 AH9840  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AH9840  DYNAMIC HEIGHT  -        451.758 (meters)     1482.14  (feet) COMP
 AH9840  MODELED GRAVITY -    980,677.7   (mgal)                       NAVD 88
 AH9840
 AH9840  VERT ORDER      -  SECOND    CLASS I
 AH9840
 AH9840.The horizontal coordinates were scaled from a topographic map and have
 AH9840.an estimated accuracy of +/- 6 seconds.
 AH9840.
 AH9840.The orthometric height was determined by differential leveling and
 AH9840.adjusted in June 2004.
 AH9840
 AH9840.The dynamic height is computed by dividing the NAVD 88
 AH9840.geopotential number by the normal gravity value computed on the
 AH9840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9840.degrees latitude (g = 980.6199 gals.).
 AH9840
 AH9840.The modeled gravity was interpolated from observed gravity values.
 AH9840
 AH9840;                    North         East    Units  Estimated Accuracy
 AH9840;SPC MN N     -   186,000.      638,900.      MT  (+/- 180 meters Scaled)
 AH9840
 AH9840                          SUPERSEDED SURVEY CONTROL
 AH9840
 AH9840.No superseded survey control is available for this station.
 AH9840
 AH9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN313357(NAD 83)
 AH9840
 AH9840_MARKER: DV = VERTICAL CONTROL DISK
 AH9840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9840_STAMPING: 1505 E 1992
 AH9840_MARK LOGO: MNDT  
 AH9840_PROJECTION: RECESSED 8 CENTIMETERS
 AH9840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9840+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9840_ROD/PIPE-DEPTH: 23.2 meters
 AH9840
 AH9840  HISTORY     - Date     Condition        Report By
 AH9840  HISTORY     - 1992     MONUMENTED       MNDT
 AH9840
 AH9840                          STATION DESCRIPTION
 AH9840
 AH9840'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9840'THE MARK IS 0.7 MI (1.1 KM) WEST OF THE CITY OF LAKE ITASCA, 0.7 MI
 AH9840'(1.1 KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE
 AH9840'ITASCA, AT TH 200 MP 84.1, 50.5 FT (15.4 M) NNW OF TH 200, 2.3 FT (0.7
 AH9840'M) SOUTH OF P-POLE, AND 1.5 FT (0.5 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9843 ***********************************************************************
 AH9843  DESIGNATION -  1505 F
 AH9843  PID         -  AH9843
 AH9843  STATE/COUNTY-  MN/CLEARWATER
 AH9843  COUNTRY     -  US
 AH9843  USGS QUAD   -  HEART LAKE (1981)
 AH9843
 AH9843                         *CURRENT SURVEY CONTROL
 AH9843  ______________________________________________________________________
 AH9843* NAD 83(1986) POSITION- 47 15 40.     (N) 095 16 05.     (W)   SCALED    
 AH9843* NAVD 88 ORTHO HEIGHT -   463.468  (meters)    1520.56  (feet) ADJUSTED  
 AH9843  ______________________________________________________________________
 AH9843  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AH9843  DYNAMIC HEIGHT  -        463.503 (meters)     1520.68  (feet) COMP
 AH9843  MODELED GRAVITY -    980,674.3   (mgal)                       NAVD 88
 AH9843
 AH9843  VERT ORDER      -  SECOND    CLASS I
 AH9843
 AH9843.The horizontal coordinates were scaled from a topographic map and have
 AH9843.an estimated accuracy of +/- 6 seconds.
 AH9843.
 AH9843.The orthometric height was determined by differential leveling and
 AH9843.adjusted in June 2004.
 AH9843
 AH9843.The dynamic height is computed by dividing the NAVD 88
 AH9843.geopotential number by the normal gravity value computed on the
 AH9843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9843.degrees latitude (g = 980.6199 gals.).
 AH9843
 AH9843.The modeled gravity was interpolated from observed gravity values.
 AH9843
 AH9843;                    North         East    Units  Estimated Accuracy
 AH9843;SPC MN N     -   186,920.      635,940.      MT  (+/- 180 meters Scaled)
 AH9843
 AH9843                          SUPERSEDED SURVEY CONTROL
 AH9843
 AH9843.No superseded survey control is available for this station.
 AH9843
 AH9843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN284366(NAD 83)
 AH9843
 AH9843_MARKER: DV = VERTICAL CONTROL DISK
 AH9843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9843_STAMPING: 1505 F 1992
 AH9843_MARK LOGO: MNDT  
 AH9843_PROJECTION: RECESSED 8 CENTIMETERS
 AH9843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9843+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9843_ROD/PIPE-DEPTH: 11.0 meters
 AH9843
 AH9843  HISTORY     - Date     Condition        Report By
 AH9843  HISTORY     - 1992     MONUMENTED       MNDT
 AH9843
 AH9843                          STATION DESCRIPTION
 AH9843
 AH9843'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9843'THE MARK IS 3 MI (4.8 KM) NW OF THE CITY OF LAKE ITASCA, 3.0 MI (4.8
 AH9843'KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA,
 AH9843'AT TH 200 MP 81.85, 68 FT (20.7 M) SW OF TH 200, 30 FT (9.1 M) NW OF
 AH9843'LIGHT POLE, 30 FT (9.1 M) WEST OF DRIVEWAY, AND 1.5 FT (0.5 M) NORTH
 AH9843'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9847 ***********************************************************************
 AH9847  DESIGNATION -  1505 K
 AH9847  PID         -  AH9847
 AH9847  STATE/COUNTY-  MN/CLEARWATER
 AH9847  COUNTRY     -  US
 AH9847  USGS QUAD   -  HEART LAKE (1981)
 AH9847
 AH9847                         *CURRENT SURVEY CONTROL
 AH9847  ______________________________________________________________________
 AH9847* NAD 83(2007) POSITION- 47 17 03.13674(N) 095 18 39.81896(W)   ADJUSTED  
 AH9847* NAD 83(2007) ELLIP HT-   440.050 (meters)        (02/07/08)   ADJUSTED
 AH9847* NAD 83(2007) EPOCH   -  2002.00
 AH9847* NAVD 88 ORTHO HEIGHT -   467.468  (meters)    1533.68  (feet) ADJUSTED  
 AH9847  ______________________________________________________________________
 AH9847  NAD 83(2007) X  -   -401,243.573 (meters)                     COMP
 AH9847  NAD 83(2007) Y  - -4,316,214.916 (meters)                     COMP
 AH9847  NAD 83(2007) Z  -  4,663,579.165 (meters)                     COMP
 AH9847  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC09
 AH9847  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AH9847  DYNAMIC HEIGHT  -        467.503 (meters)     1533.80  (feet) COMP
 AH9847  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 AH9847
 AH9847  HORZ ORDER      -  FIRST
 AH9847  VERT ORDER      -  SECOND    CLASS I
 AH9847  ELLP ORDER      -  THIRD     CLASS I
 AH9847
 AH9847.The horizontal coordinates were established by GPS observations
 AH9847.and adjusted by the National Geodetic Survey in February 2008.
 AH9847
 AH9847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH9847.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH9847
 AH9847.The horizontal coordinates are valid at the epoch date displayed above
 AH9847.which is a decimal equivalence of Year/Month/Day.
 AH9847
 AH9847.The orthometric height was determined by differential leveling and
 AH9847.adjusted in June 2004.
 AH9847
 AH9847.Photographs are available for this station.
 AH9847
 AH9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9847
 AH9847.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH9847
 AH9847.The ellipsoidal height was determined by GPS observations
 AH9847.and is referenced to NAD 83.
 AH9847
 AH9847.The dynamic height is computed by dividing the NAVD 88
 AH9847.geopotential number by the normal gravity value computed on the
 AH9847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9847.degrees latitude (g = 980.6199 gals.).
 AH9847
 AH9847.The modeled gravity was interpolated from observed gravity values.
 AH9847
 AH9847. The following values were computed from the NAD 83(2007) position.
 AH9847
 AH9847;                    North         East     Units Scale Factor Converg.
 AH9847;SPC MN N     -   189,574.951   632,760.735   MT  0.99994879   -1 38 20.0
 AH9847;SPC MN N     -   621,963.82  2,075,982.51   sFT  0.99994879   -1 38 20.0
 AH9847;UTM  15      - 5,239,337.806   325,237.839   MT  0.99997536   -1 41 54.3
 AH9847
 AH9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9847!SPC MN N     -   0.99993103  x   0.99994879  =   0.99987982
 AH9847!UTM  15      -   0.99993103  x   0.99997536  =   0.99990639
 AH9847
 AH9847                          SUPERSEDED SURVEY CONTROL
 AH9847
 AH9847  NAD 83(1996)-  47 17 03.13657(N)    095 18 39.81881(W) AD(       ) 1
 AH9847  ELLIP H (03/06/08)  440.056  (m)                       GP(       ) 3 1
 AH9847  NAVD 88 (03/06/08)  467.47   (m)         1533.7    (f) LEVELING    3  
 AH9847
 AH9847.Superseded values are not recommended for survey control.
 AH9847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9847.See file dsdata.txt to determine how the superseded data were derived.
 AH9847
 AH9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2523739337(NAD 83)
 AH9847
 AH9847_MARKER: DV = VERTICAL CONTROL DISK
 AH9847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9847_STAMPING: 1505 K 1992
 AH9847_MARK LOGO: MNDT  
 AH9847_PROJECTION: FLUSH
 AH9847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9847+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2006
 AH9847_ROD/PIPE-DEPTH: 16.8 meters
 AH9847
 AH9847  HISTORY     - Date     Condition        Report By
 AH9847  HISTORY     - 1992     MONUMENTED       MNDT
 AH9847  HISTORY     - 20061204 GOOD             MNDT
 AH9847
 AH9847                          STATION DESCRIPTION
 AH9847
 AH9847'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9847'THE MARK IS 5.5 MI (8.9 KM) NW OF THE CITY OF LAKE ITASCA, 5.65 MI
 AH9847'(9.09 KM) WEST ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE
 AH9847'ITASCA, AT TH 200 MP 79.15, SW OF TH 200, 33.5 FT (10.2 M) EAST OF
 AH9847'ENT, 2.7 FT (0.8 M) NNE OF SIGN POST (CONTINENTAL DIVIDE), AND 1.5 FT
 AH9847'(0.5 M) NNE OF WIT POST.
 AH9847
 AH9847                          STATION RECOVERY (2006)
 AH9847
 AH9847'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH9847'5.5 MILES NORTHWEST OF LAKE ITASCA, 5.65 MILES WEST ALONG TRUNK
 AH9847'HIGHWAY 200 FROM JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD 2, AT
 AH9847'TRUNK HIGHWAY 200 MILEPOINT 79.15, 33.5 FEET EAST OF ENTRANCE, 2.7
 AH9847'FEET NORTH-NORTHEAST OF CONTINENTAL DIVIDE SIGN POST, 1.5 FEET
 AH9847'NORTH-NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9852 ***********************************************************************
 AH9852  DESIGNATION -  1505 Q
 AH9852  PID         -  AH9852
 AH9852  STATE/COUNTY-  MN/CLEARWATER
 AH9852  COUNTRY     -  US
 AH9852  USGS QUAD   -  ZERKEL (1981)
 AH9852
 AH9852                         *CURRENT SURVEY CONTROL
 AH9852  ______________________________________________________________________
 AH9852* NAD 83(1986) POSITION- 47 18 05.     (N) 095 22 57.     (W)   SCALED    
 AH9852* NAVD 88 ORTHO HEIGHT -   471.174  (meters)    1545.84  (feet) ADJUSTED  
 AH9852  ______________________________________________________________________
 AH9852  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 AH9852  DYNAMIC HEIGHT  -        471.209 (meters)     1545.96  (feet) COMP
 AH9852  MODELED GRAVITY -    980,673.7   (mgal)                       NAVD 88
 AH9852
 AH9852  VERT ORDER      -  SECOND    CLASS I
 AH9852
 AH9852.The horizontal coordinates were scaled from a topographic map and have
 AH9852.an estimated accuracy of +/- 6 seconds.
 AH9852.
 AH9852.The orthometric height was determined by differential leveling and
 AH9852.adjusted in June 2004.
 AH9852
 AH9852.The dynamic height is computed by dividing the NAVD 88
 AH9852.geopotential number by the normal gravity value computed on the
 AH9852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9852.degrees latitude (g = 980.6199 gals.).
 AH9852
 AH9852.The modeled gravity was interpolated from observed gravity values.
 AH9852
 AH9852;                    North         East    Units  Estimated Accuracy
 AH9852;SPC MN N     -   191,640.      627,420.      MT  (+/- 180 meters Scaled)
 AH9852
 AH9852                          SUPERSEDED SURVEY CONTROL
 AH9852
 AH9852.No superseded survey control is available for this station.
 AH9852
 AH9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN198414(NAD 83)
 AH9852
 AH9852_MARKER: DV = VERTICAL CONTROL DISK
 AH9852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9852_STAMPING: 1505 Q 1992
 AH9852_MARK LOGO: MNDT  
 AH9852_PROJECTION: RECESSED 3 CENTIMETERS
 AH9852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9852+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9852_ROD/PIPE-DEPTH: 10.4 meters
 AH9852
 AH9852  HISTORY     - Date     Condition        Report By
 AH9852  HISTORY     - 1992     MONUMENTED       MNDT
 AH9852
 AH9852                          STATION DESCRIPTION
 AH9852
 AH9852'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9852'THE MARK IS 0.7 MI (1.1 KM) SOUTH OF ZERKEL, 0.7 MI (1.1 KM) SOUTH
 AH9852'ALONG TH 200 FROM JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH MP 75.05,
 AH9852'69 FT (21.0 M) WEST OF TH 200, 22 FT (6.7 M) NORTH OF FENCE CORNER,
 AH9852'3.5 FT (1.1 M) SOUTH OF ENT, 1.7 FT (0.5 M) EAST OF FENCE LINE, AND
 AH9852'2.6 FT (0.8 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7278 ***********************************************************************
 DF7278  DESIGNATION -  1507 F
 DF7278  PID         -  DF7278
 DF7278  STATE/COUNTY-  MN/CLEARWATER
 DF7278  COUNTRY     -  US
 DF7278  USGS QUAD   -  CLEARBROOK (1969)
 DF7278
 DF7278                         *CURRENT SURVEY CONTROL
 DF7278  ______________________________________________________________________
 DF7278* NAD 83(2007) POSITION- 47 40 26.08502(N) 095 25 48.06257(W)   ADJUSTED  
 DF7278* NAD 83(2007) ELLIP HT-   395.674 (meters)        (02/10/07)   ADJUSTED
 DF7278* NAD 83(2007) EPOCH   -  2002.00
 DF7278* NAVD 88 ORTHO HEIGHT -   423.2    (meters)    1388.    (feet) GPS OBS   
 DF7278  ______________________________________________________________________
 DF7278  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7278  GEOID HEIGHT    -        -27.53  (meters)                     GEOID99
 DF7278  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DF7278  NAD 83(2007) X  -   -407,179.025 (meters)                     COMP
 DF7278  NAD 83(2007) Y  - -4,283,550.082 (meters)                     COMP
 DF7278  NAD 83(2007) Z  -  4,692,831.826 (meters)                     COMP
 DF7278  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC09
 DF7278
 DF7278  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7278  Type                                         Horiz  Ellip  Dist(km)
 DF7278  -------------------------------------------------------------------
 DF7278  NETWORK                                       0.59   0.57
 DF7278  -------------------------------------------------------------------
 DF7278  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.31      1.62
 DF7278  -------------------------------------------------------------------
 DF7278  NOTE: Click here for information on individual local accuracy
 DF7278  values and other accuracy information.
 DF7278
 DF7278
 DF7278.The horizontal coordinates were established by GPS observations
 DF7278.and adjusted by the National Geodetic Survey in February 2007.
 DF7278
 DF7278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7278.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7278
 DF7278.The horizontal coordinates are valid at the epoch date displayed above
 DF7278.which is a decimal equivalence of Year/Month/Day.
 DF7278
 DF7278.The orthometric height was determined by GPS observations and a
 DF7278.high-resolution geoid model.
 DF7278
 DF7278.Photographs are available for this station.
 DF7278
 DF7278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7278
 DF7278.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7278
 DF7278.The ellipsoidal height was determined by GPS observations
 DF7278.and is referenced to NAD 83.
 DF7278
 DF7278. The following values were computed from the NAD 83(2007) position.
 DF7278
 DF7278;                    North         East     Units Scale Factor Converg.
 DF7278;SPC MN N     -   233,144.053   625,071.529   MT  0.99990677   -1 43 37.4
 DF7278;SPC MN N     -   764,906.78  2,050,755.51   sFT  0.99990677   -1 43 37.4
 DF7278;UTM  15      - 5,282,918.527   317,597.313   MT  1.00000886   -1 47 49.4
 DF7278
 DF7278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7278!SPC MN N     -   0.99993799  x   0.99990677  =   0.99984476
 DF7278!UTM  15      -   0.99993799  x   1.00000886  =   0.99994685
 DF7278
 DF7278:                Primary Azimuth Mark                     Grid Az
 DF7278:SPC MN N     -  1507 G                                   171 16 10.4
 DF7278:UTM  15      -  1507 G                                   171 20 22.4
 DF7278
 DF7278|---------------------------------------------------------------------|
 DF7278| PID    Reference Object                     Distance      Geod. Az  |
 DF7278|                                                           dddmmss.s |
 DF7278| DF7279 1507 G                              APPROX. 1.6 KM 1693233.0 |
 DF7278|---------------------------------------------------------------------|
 DF7278
 DF7278                          SUPERSEDED SURVEY CONTROL
 DF7278
 DF7278  NAD 83(1996)-  47 40 26.08504(N)    095 25 48.06254(W) AD(       ) 1
 DF7278  ELLIP H (08/20/03)  395.680  (m)                       GP(       ) 3 2
 DF7278
 DF7278.Superseded values are not recommended for survey control.
 DF7278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7278.See file dsdata.txt to determine how the superseded data were derived.
 DF7278
 DF7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1759782918(NAD 83)
 DF7278
 DF7278_MARKER: DB = BENCH MARK DISK
 DF7278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7278_STAMPING: 1507 F 1969
 DF7278_MARK LOGO: MNDT  
 DF7278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7278+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7278
 DF7278  HISTORY     - Date     Condition        Report By
 DF7278  HISTORY     - 1969     MONUMENTED       MNDT
 DF7278  HISTORY     - 20020827 GOOD             MNDT
 DF7278
 DF7278                          STATION DESCRIPTION
 DF7278
 DF7278'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7278'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.4 MI (2.3 KM)
 DF7278'SOUTH ALONG TH 92 FROM JCT OF TH 92 AND CO RD 5 IN CLEARBROOK, AT TH
 DF7278'92 MP 45.8, 89 FT (27.1 M) NORTH OF CO RD 3, 74 FT (22.6 M) EAST OF TH
 DF7278'92, AT TH 92 STA 742+06, 43.3 FT (13.2 M) NW OF P-POLE, 15.8 FT (4.8
 DF7278'M) NW OF CABLE MARKER, 0.3 FT (9.1 CM) WEST OF WIT POST, RECESSED 3
 DF7278'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7279 ***********************************************************************
 DF7279  DESIGNATION -  1507 G
 DF7279  PID         -  DF7279
 DF7279  STATE/COUNTY-  MN/CLEARWATER
 DF7279  COUNTRY     -  US
 DF7279  USGS QUAD   -  CLEARBROOK (1969)
 DF7279
 DF7279                         *CURRENT SURVEY CONTROL
 DF7279  ______________________________________________________________________
 DF7279* NAD 83(2007) POSITION- 47 39 34.58383(N) 095 25 33.99250(W)   ADJUSTED  
 DF7279* NAD 83(2007) ELLIP HT-   422.910 (meters)        (02/10/07)   ADJUSTED
 DF7279* NAD 83(2007) EPOCH   -  2002.00
 DF7279* NAVD 88 ORTHO HEIGHT -   450.4    (meters)    1478.    (feet) GPS OBS   
 DF7279  ______________________________________________________________________
 DF7279  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7279  GEOID HEIGHT    -        -27.53  (meters)                     GEOID99
 DF7279  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DF7279  NAD 83(2007) X  -   -406,999.757 (meters)                     COMP
 DF7279  NAD 83(2007) Y  - -4,284,766.737 (meters)                     COMP
 DF7279  NAD 83(2007) Z  -  4,691,780.727 (meters)                     COMP
 DF7279  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC09
 DF7279
 DF7279  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7279  Type                                         Horiz  Ellip  Dist(km)
 DF7279  -------------------------------------------------------------------
 DF7279  NETWORK                                       0.60   0.57
 DF7279  -------------------------------------------------------------------
 DF7279  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.42   0.31      2.18
 DF7279  -------------------------------------------------------------------
 DF7279  NOTE: Click here for information on individual local accuracy
 DF7279  values and other accuracy information.
 DF7279
 DF7279
 DF7279.The horizontal coordinates were established by GPS observations
 DF7279.and adjusted by the National Geodetic Survey in February 2007.
 DF7279
 DF7279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7279.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7279
 DF7279.The horizontal coordinates are valid at the epoch date displayed above
 DF7279.which is a decimal equivalence of Year/Month/Day.
 DF7279
 DF7279.The orthometric height was determined by GPS observations and a
 DF7279.high-resolution geoid model.
 DF7279
 DF7279.Photographs are available for this station.
 DF7279
 DF7279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7279
 DF7279.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7279
 DF7279.The ellipsoidal height was determined by GPS observations
 DF7279.and is referenced to NAD 83.
 DF7279
 DF7279. The following values were computed from the NAD 83(2007) position.
 DF7279
 DF7279;                    North         East     Units Scale Factor Converg.
 DF7279;SPC MN N     -   231,545.500   625,317.012   MT  0.99990750   -1 43 27.0
 DF7279;SPC MN N     -   759,662.19  2,051,560.90   sFT  0.99990750   -1 43 27.0
 DF7279;UTM  15      - 5,281,319.515   317,840.872   MT  1.00000777   -1 47 37.6
 DF7279
 DF7279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7279!SPC MN N     -   0.99993372  x   0.99990750  =   0.99984122
 DF7279!UTM  15      -   0.99993372  x   1.00000777  =   0.99994149
 DF7279
 DF7279:                Primary Azimuth Mark                     Grid Az
 DF7279:SPC MN N     -  1507 H                                   182 02 08.5
 DF7279:UTM  15      -  1507 H                                   182 06 19.1
 DF7279
 DF7279|---------------------------------------------------------------------|
 DF7279| PID    Reference Object                     Distance      Geod. Az  |
 DF7279|                                                           dddmmss.s |
 DF7279| DF7280 1507 H                              APPROX. 1.5 KM 1801841.5 |
 DF7279|---------------------------------------------------------------------|
 DF7279
 DF7279                          SUPERSEDED SURVEY CONTROL
 DF7279
 DF7279  NAD 83(1996)-  47 39 34.58385(N)    095 25 33.99247(W) AD(       ) 1
 DF7279  ELLIP H (08/20/03)  422.916  (m)                       GP(       ) 3 2
 DF7279
 DF7279.Superseded values are not recommended for survey control.
 DF7279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7279.See file dsdata.txt to determine how the superseded data were derived.
 DF7279
 DF7279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1784081319(NAD 83)
 DF7279
 DF7279_MARKER: DB = BENCH MARK DISK
 DF7279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7279_STAMPING: 1507 G 1969
 DF7279_MARK LOGO: MNHD  
 DF7279_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7279+STABILITY: SURFACE MOTION
 DF7279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7279+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 DF7279
 DF7279  HISTORY     - Date     Condition        Report By
 DF7279  HISTORY     - 1969     MONUMENTED       MNHD
 DF7279  HISTORY     - 20020827 GOOD             MNDT
 DF7279  HISTORY     - 20061114 GOOD             MNDT
 DF7279
 DF7279                          STATION DESCRIPTION
 DF7279
 DF7279'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7279'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.4 MI (3.9 KM)
 DF7279'SOUTH ALONG TH 92 FROM JCT OF TH 92 AND CO RD 5 IN CLEARBROOK, AT TH
 DF7279'92 MP 46.8, 74 FT (22.6 M) EAST OF TH 92, AT TH 92 STA 688+38, 50 FT
 DF7279'(15.2 M) SOUTH OF TWP RD, 5.3 FT (1.6 M) SE OF CABLE MARKER, 0.4 FT
 DF7279'(12.2 CM) WEST OF WIT POST, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE
 DF7279'FOR GPS.
 DF7279
 DF7279                          STATION RECOVERY (2006)
 DF7279
 DF7279'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF7279'2.4 MILES SOUTH ALONG TRUNK HIGHWAY 92 FROM JUNCTION OF TRUNK HIGHWAY
 DF7279'92 AND COUNTY ROAD 5 IN CLEARBROOK, AT TRUNK HIGHWAY 92 MILEPOINT
 DF7279'46.8, 74 FEET EAST OF TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 92 STATION
 DF7279'688+38, 50 FEET SOUTH OF 450TH STREET, 5.3 FEET SOUTHEAST OF CABLE
 DF7279'MARKER, 0.4 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7280 ***********************************************************************
 DF7280  DESIGNATION -  1507 H
 DF7280  PID         -  DF7280
 DF7280  STATE/COUNTY-  MN/CLEARWATER
 DF7280  COUNTRY     -  US
 DF7280  USGS QUAD   -  CLEARBROOK (1969)
 DF7280
 DF7280                         *CURRENT SURVEY CONTROL
 DF7280  ______________________________________________________________________
 DF7280* NAD 83(2007) POSITION- 47 38 44.53175(N) 095 25 34.39523(W)   ADJUSTED  
 DF7280* NAD 83(2007) ELLIP HT-   410.280 (meters)        (02/10/07)   ADJUSTED
 DF7280* NAD 83(2007) EPOCH   -  2002.00
 DF7280* NAVD 88 ORTHO HEIGHT -   437.8    (meters)    1436.    (feet) GPS OBS   
 DF7280  ______________________________________________________________________
 DF7280  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7280  GEOID HEIGHT    -        -27.52  (meters)                     GEOID99
 DF7280  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DF7280  NAD 83(2007) X  -   -407,115.363 (meters)                     COMP
 DF7280  NAD 83(2007) Y  - -4,285,894.907 (meters)                     COMP
 DF7280  NAD 83(2007) Z  -  4,690,730.020 (meters)                     COMP
 DF7280  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 DF7280
 DF7280  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7280  Type                                         Horiz  Ellip  Dist(km)
 DF7280  -------------------------------------------------------------------
 DF7280  NETWORK                                       0.67   0.61
 DF7280  -------------------------------------------------------------------
 DF7280  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.42   0.30      2.35
 DF7280  -------------------------------------------------------------------
 DF7280  NOTE: Click here for information on individual local accuracy
 DF7280  values and other accuracy information.
 DF7280
 DF7280
 DF7280.The horizontal coordinates were established by GPS observations
 DF7280.and adjusted by the National Geodetic Survey in February 2007.
 DF7280
 DF7280.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7280.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7280
 DF7280.The horizontal coordinates are valid at the epoch date displayed above
 DF7280.which is a decimal equivalence of Year/Month/Day.
 DF7280
 DF7280.The orthometric height was determined by GPS observations and a
 DF7280.high-resolution geoid model.
 DF7280
 DF7280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7280
 DF7280.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7280
 DF7280.The ellipsoidal height was determined by GPS observations
 DF7280.and is referenced to NAD 83.
 DF7280
 DF7280. The following values were computed from the NAD 83(2007) position.
 DF7280
 DF7280;                    North         East     Units Scale Factor Converg.
 DF7280;SPC MN N     -   230,000.771   625,262.105   MT  0.99990827   -1 43 27.3
 DF7280;SPC MN N     -   754,594.20  2,051,380.76   sFT  0.99990827   -1 43 27.3
 DF7280;UTM  15      - 5,279,774.698   317,784.088   MT  1.00000803   -1 47 36.4
 DF7280
 DF7280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7280!SPC MN N     -   0.99993570  x   0.99990827  =   0.99984397
 DF7280!UTM  15      -   0.99993570  x   1.00000803  =   0.99994373
 DF7280
 DF7280:                Primary Azimuth Mark                     Grid Az
 DF7280:SPC MN N     -  1507 G                                   002 02 08.5
 DF7280:UTM  15      -  1507 G                                   002 06 17.6
 DF7280
 DF7280|---------------------------------------------------------------------|
 DF7280| PID    Reference Object                     Distance      Geod. Az  |
 DF7280|                                                           dddmmss.s |
 DF7280| DF7279 1507 G                              APPROX. 1.5 KM 0001841.2 |
 DF7280|---------------------------------------------------------------------|
 DF7280
 DF7280                          SUPERSEDED SURVEY CONTROL
 DF7280
 DF7280  NAD 83(1996)-  47 38 44.53176(N)    095 25 34.39519(W) AD(       ) 1
 DF7280  ELLIP H (08/20/03)  410.286  (m)                       GP(       ) 3 2
 DF7280
 DF7280.Superseded values are not recommended for survey control.
 DF7280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7280.See file dsdata.txt to determine how the superseded data were derived.
 DF7280
 DF7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1778479774(NAD 83)
 DF7280
 DF7280_MARKER: DB = BENCH MARK DISK
 DF7280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7280_STAMPING: 1507 H 1969
 DF7280_MARK LOGO: MNDT  
 DF7280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7280+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7280
 DF7280  HISTORY     - Date     Condition        Report By
 DF7280  HISTORY     - 1969     MONUMENTED       MNDT
 DF7280  HISTORY     - 20020827 GOOD             MNDT
 DF7280
 DF7280                          STATION DESCRIPTION
 DF7280
 DF7280'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7280'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.4 MI (5.5 KM)
 DF7280'SOUTH ALONG TH 92 FROM JCT OF TH 92 AND CO RD 5 IN CLEARBROOK, AT TH
 DF7280'92 MP 47.8, 175 FT (53.3 M) NORTH OF TH 223, 74 FT (22.6 M) EAST OF TH
 DF7280'92, AT TH 92 STA 637+58, 5 FT (1.5 M) NORTH OF CABLE MARKER, 0.5 FT
 DF7280'(15.2 CM) WEST OF WIT POST, PROJECTS 30 INCHES, MAGNETIC, AND SUITABLE
 DF7280'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7281 ***********************************************************************
 DF7281  DESIGNATION -  1507 K
 DF7281  PID         -  DF7281
 DF7281  STATE/COUNTY-  MN/CLEARWATER
 DF7281  COUNTRY     -  US
 DF7281  USGS QUAD   -  BAGLEY (1969)
 DF7281
 DF7281                         *CURRENT SURVEY CONTROL
 DF7281  ______________________________________________________________________
 DF7281* NAD 83(2007) POSITION- 47 36 57.92158(N) 095 25 36.42258(W)   ADJUSTED  
 DF7281* NAD 83(2007) ELLIP HT-   433.977 (meters)        (02/10/07)   ADJUSTED
 DF7281* NAD 83(2007) EPOCH   -  2002.00
 DF7281* NAVD 88 ORTHO HEIGHT -   461.5    (meters)    1514.    (feet) GPS OBS   
 DF7281  ______________________________________________________________________
 DF7281  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF7281  GEOID HEIGHT    -        -27.50  (meters)                     GEOID03
 DF7281  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DF7281  NAD 83(2007) X  -   -407,389.076 (meters)                     COMP
 DF7281  NAD 83(2007) Y  - -4,288,328.674 (meters)                     COMP
 DF7281  NAD 83(2007) Z  -  4,688,528.505 (meters)                     COMP
 DF7281  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 DF7281
 DF7281  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7281  Type                                         Horiz  Ellip  Dist(km)
 DF7281  -------------------------------------------------------------------
 DF7281  NETWORK                                       0.93   0.71
 DF7281  -------------------------------------------------------------------
 DF7281  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.77   0.53      3.29
 DF7281  -------------------------------------------------------------------
 DF7281  NOTE: Click here for information on individual local accuracy
 DF7281  values and other accuracy information.
 DF7281
 DF7281
 DF7281.The horizontal coordinates were established by GPS observations
 DF7281.and adjusted by the National Geodetic Survey in February 2007.
 DF7281
 DF7281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7281.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7281
 DF7281.The horizontal coordinates are valid at the epoch date displayed above
 DF7281.which is a decimal equivalence of Year/Month/Day.
 DF7281
 DF7281.The orthometric height was determined by GPS observations and a
 DF7281.high-resolution geoid model.
 DF7281
 DF7281.Photographs are available for this station.
 DF7281
 DF7281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7281
 DF7281.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7281
 DF7281.The ellipsoidal height was determined by GPS observations
 DF7281.and is referenced to NAD 83.
 DF7281
 DF7281. The following values were computed from the NAD 83(2007) position.
 DF7281
 DF7281;                    North         East     Units Scale Factor Converg.
 DF7281;SPC MN N     -   226,711.264   625,120.730   MT  0.99991011   -1 43 28.8
 DF7281;SPC MN N     -   743,801.87  2,050,916.93   sFT  0.99991011   -1 43 28.8
 DF7281;UTM  15      - 5,276,485.037   317,638.750   MT  1.00000868   -1 47 34.9
 DF7281
 DF7281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7281!SPC MN N     -   0.99993198  x   0.99991011  =   0.99984210
 DF7281!UTM  15      -   0.99993198  x   1.00000868  =   0.99994066
 DF7281
 DF7281:                Primary Azimuth Mark                     Grid Az
 DF7281:SPC MN N     -  1507 L                                   181 29 04.2
 DF7281:UTM  15      -  1507 L                                   181 33 10.3
 DF7281
 DF7281|---------------------------------------------------------------------|
 DF7281| PID    Reference Object                     Distance      Geod. Az  |
 DF7281|                                                           dddmmss.s |
 DF7281| DF7282 1507 L                              APPROX. 1.6 KM 1794535.4 |
 DF7281|---------------------------------------------------------------------|
 DF7281
 DF7281                          SUPERSEDED SURVEY CONTROL
 DF7281
 DF7281  NAD 83(1996)-  47 36 57.92162(N)    095 25 36.42248(W) AD(       ) 1
 DF7281  ELLIP H (08/20/03)  433.984  (m)                       GP(       ) 3 2
 DF7281  NAVD 88 (08/20/03)  461.5    (m)  GEOID99 model used   GPS OBS        
 DF7281
 DF7281.Superseded values are not recommended for survey control.
 DF7281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7281.See file dsdata.txt to determine how the superseded data were derived.
 DF7281
 DF7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1763876485(NAD 83)
 DF7281
 DF7281_MARKER: DB = BENCH MARK DISK
 DF7281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7281_STAMPING: 1507 K 1969
 DF7281_MARK LOGO: MNHD  
 DF7281_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7281+STABILITY: SURFACE MOTION
 DF7281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7281+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 DF7281
 DF7281  HISTORY     - Date     Condition        Report By
 DF7281  HISTORY     - 1969     MONUMENTED       MNHD
 DF7281  HISTORY     - 20020827 GOOD             MNDT
 DF7281  HISTORY     - 20061206 GOOD             MNDT
 DF7281
 DF7281                          STATION DESCRIPTION
 DF7281
 DF7281'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7281'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.9 MI (11.1
 DF7281'KM) NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92
 DF7281'MP 49.8, 74 FT (22.6 M) WEST OF TH 92, AT TH 92 STA 529+52, 52 FT
 DF7281'(15.8 M) SOUTH OF CO RD 115, 14.5 FT (4.4 M) SE OF P-POLE, 4.2 FT (1.3
 DF7281'M) SW OF GAS LINE MARKER POST, 0.6 MI (1.0 KM) EAST OF WIT POST,
 DF7281'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7281
 DF7281                          STATION RECOVERY (2006)
 DF7281
 DF7281'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF7281'6.9 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM JUNCTION OF TRUNK HIGHWAY
 DF7281'92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT TRUNK HIGHWAY 92 MILEPOINT 49.8,
 DF7281'74 FEET WEST OF TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 92 STATION 529+52,
 DF7281'52 FEET SOUTH OF COUNTY ROAD 115, 14.5 FEET SOUTHEAST OF POWER POLE,
 DF7281'4.2 FEET SOUTHWEST OF GAS LINE MARKER POST, 0.6 MILES EAST OF WITNESS
 DF7281'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7282 ***********************************************************************
 DF7282  DESIGNATION -  1507 L
 DF7282  PID         -  DF7282
 DF7282  STATE/COUNTY-  MN/CLEARWATER
 DF7282  COUNTRY     -  US
 DF7282  USGS QUAD   -  BAGLEY (1969)
 DF7282
 DF7282                         *CURRENT SURVEY CONTROL
 DF7282  ______________________________________________________________________
 DF7282* NAD 83(2007) POSITION- 47 36 05.48572(N) 095 25 36.09761(W)   ADJUSTED  
 DF7282* NAD 83(2007) ELLIP HT-   452.959 (meters)        (02/10/07)   ADJUSTED
 DF7282* NAD 83(2007) EPOCH   -  2002.00
 DF7282* NAVD 88 ORTHO HEIGHT -   480.5    (meters)    1576.    (feet) GPS OBS   
 DF7282  ______________________________________________________________________
 DF7282  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7282  GEOID HEIGHT    -        -27.52  (meters)                     GEOID99
 DF7282  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DF7282  NAD 83(2007) X  -   -407,496.650 (meters)                     COMP
 DF7282  NAD 83(2007) Y  - -4,289,532.825 (meters)                     COMP
 DF7282  NAD 83(2007) Z  -  4,687,450.644 (meters)                     COMP
 DF7282  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC09
 DF7282
 DF7282  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7282  Type                                         Horiz  Ellip  Dist(km)
 DF7282  -------------------------------------------------------------------
 DF7282  NETWORK                                       0.98   0.73
 DF7282  -------------------------------------------------------------------
 DF7282  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.51      1.74
 DF7282  -------------------------------------------------------------------
 DF7282  NOTE: Click here for information on individual local accuracy
 DF7282  values and other accuracy information.
 DF7282
 DF7282
 DF7282.The horizontal coordinates were established by GPS observations
 DF7282.and adjusted by the National Geodetic Survey in February 2007.
 DF7282
 DF7282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7282.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7282
 DF7282.The horizontal coordinates are valid at the epoch date displayed above
 DF7282.which is a decimal equivalence of Year/Month/Day.
 DF7282
 DF7282.The orthometric height was determined by GPS observations and a
 DF7282.high-resolution geoid model.
 DF7282
 DF7282.Photographs are available for this station.
 DF7282
 DF7282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7282
 DF7282.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7282
 DF7282.The ellipsoidal height was determined by GPS observations
 DF7282.and is referenced to NAD 83.
 DF7282
 DF7282. The following values were computed from the NAD 83(2007) position.
 DF7282
 DF7282;                    North         East     Units Scale Factor Converg.
 DF7282;SPC MN N     -   225,092.504   625,078.780   MT  0.99991111   -1 43 28.5
 DF7282;SPC MN N     -   738,490.99  2,050,779.30   sFT  0.99991111   -1 43 28.5
 DF7282;UTM  15      - 5,274,866.170   317,594.870   MT  1.00000888   -1 47 33.1
 DF7282
 DF7282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7282!SPC MN N     -   0.99992901  x   0.99991111  =   0.99984013
 DF7282!UTM  15      -   0.99992901  x   1.00000888  =   0.99993789
 DF7282
 DF7282:                Primary Azimuth Mark                     Grid Az
 DF7282:SPC MN N     -  HOLST                                    174 19 27.0
 DF7282:UTM  15      -  HOLST                                    174 23 31.6
 DF7282
 DF7282|---------------------------------------------------------------------|
 DF7282| PID    Reference Object                     Distance      Geod. Az  |
 DF7282|                                                           dddmmss.s |
 DF7282| DF7297 HOLST                               442.151 METERS 1723558.5 |
 DF7282|---------------------------------------------------------------------|
 DF7282
 DF7282                          SUPERSEDED SURVEY CONTROL
 DF7282
 DF7282  NAD 83(1996)-  47 36 05.48570(N)    095 25 36.09750(W) AD(       ) 1
 DF7282  ELLIP H (08/20/03)  452.968  (m)                       GP(       ) 3 2
 DF7282
 DF7282.Superseded values are not recommended for survey control.
 DF7282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7282.See file dsdata.txt to determine how the superseded data were derived.
 DF7282
 DF7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1759474866(NAD 83)
 DF7282
 DF7282_MARKER: DB = BENCH MARK DISK
 DF7282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7282_STAMPING: 1507 L 1969
 DF7282_MARK LOGO: MNDT  
 DF7282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7282+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7282
 DF7282  HISTORY     - Date     Condition        Report By
 DF7282  HISTORY     - 1969     MONUMENTED       MNDT
 DF7282  HISTORY     - 20020827 GOOD             MNDT
 DF7282
 DF7282                          STATION DESCRIPTION
 DF7282
 DF7282'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7282'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.9 MI (9.5 KM)
 DF7282'NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92 MP
 DF7282'50.8, 74 FT (22.6 M) WEST OF TH 92, AT TH 92 STA 476+39, 50 FT (15.2
 DF7282'M) SOUTH OF RD, 18.3 FT (5.6 M) SE OF P-POLE, 15.8 FT (4.8 M) NORTH OF
 DF7282'CABLE MARKER, 15.7 FT (4.8 M) SOUTH OF FENCE CORNER, 2.1 FT (0.6 M)
 DF7282'EAST OF FENCE, 0.4 FT (12.2 CM) EAST OF WIT POST, PROJECTS 1 INCH,
 DF7282'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7283 ***********************************************************************
 DF7283  DESIGNATION -  1507 M
 DF7283  PID         -  DF7283
 DF7283  STATE/COUNTY-  MN/CLEARWATER
 DF7283  COUNTRY     -  US
 DF7283  USGS QUAD   -  BAGLEY (1969)
 DF7283
 DF7283                         *CURRENT SURVEY CONTROL
 DF7283  ______________________________________________________________________
 DF7283* NAD 83(2007) POSITION- 47 35 14.52655(N) 095 25 00.70714(W)   ADJUSTED  
 DF7283* NAD 83(2007) ELLIP HT-   446.439 (meters)        (02/10/07)   ADJUSTED
 DF7283* NAD 83(2007) EPOCH   -  2002.00
 DF7283* NAVD 88 ORTHO HEIGHT -   474.0    (meters)    1555.    (feet) GPS OBS   
 DF7283  ______________________________________________________________________
 DF7283  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7283  GEOID HEIGHT    -        -27.54  (meters)                     GEOID99
 DF7283  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DF7283  NAD 83(2007) X  -   -406,869.951 (meters)                     COMP
 DF7283  NAD 83(2007) Y  - -4,290,755.289 (meters)                     COMP
 DF7283  NAD 83(2007) Z  -  4,686,384.409 (meters)                     COMP
 DF7283  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DF7283
 DF7283  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7283  Type                                         Horiz  Ellip  Dist(km)
 DF7283  -------------------------------------------------------------------
 DF7283  NETWORK                                       1.03   0.76
 DF7283  -------------------------------------------------------------------
 DF7283  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.49      1.74
 DF7283  -------------------------------------------------------------------
 DF7283  NOTE: Click here for information on individual local accuracy
 DF7283  values and other accuracy information.
 DF7283
 DF7283
 DF7283.The horizontal coordinates were established by GPS observations
 DF7283.and adjusted by the National Geodetic Survey in February 2007.
 DF7283
 DF7283.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7283.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7283
 DF7283.The horizontal coordinates are valid at the epoch date displayed above
 DF7283.which is a decimal equivalence of Year/Month/Day.
 DF7283
 DF7283.The orthometric height was determined by GPS observations and a
 DF7283.high-resolution geoid model.
 DF7283
 DF7283.Photographs are available for this station.
 DF7283
 DF7283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7283
 DF7283.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7283
 DF7283.The ellipsoidal height was determined by GPS observations
 DF7283.and is referenced to NAD 83.
 DF7283
 DF7283. The following values were computed from the NAD 83(2007) position.
 DF7283
 DF7283;                    North         East     Units Scale Factor Converg.
 DF7283;SPC MN N     -   223,497.328   625,770.470   MT  0.99991214   -1 43 02.3
 DF7283;SPC MN N     -   733,257.48  2,053,048.62   sFT  0.99991214   -1 43 02.3
 DF7283;UTM  15      - 5,273,270.024   318,284.739   MT  1.00000580   -1 47 05.5
 DF7283
 DF7283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7283!SPC MN N     -   0.99993003  x   0.99991214  =   0.99984218
 DF7283!UTM  15      -   0.99993003  x   1.00000580  =   0.99993583
 DF7283
 DF7283:                Primary Azimuth Mark                     Grid Az
 DF7283:SPC MN N     -  1507 N                                   180 40 15.0
 DF7283:UTM  15      -  1507 N                                   180 44 18.2
 DF7283
 DF7283|---------------------------------------------------------------------|
 DF7283| PID    Reference Object                     Distance      Geod. Az  |
 DF7283|                                                           dddmmss.s |
 DF7283| DF7284 1507 N                              APPROX. 1.6 KM 1785712.7 |
 DF7283|---------------------------------------------------------------------|
 DF7283
 DF7283                          SUPERSEDED SURVEY CONTROL
 DF7283
 DF7283  NAD 83(1996)-  47 35 14.52653(N)    095 25 00.70693(W) AD(       ) 1
 DF7283  ELLIP H (08/20/03)  446.450  (m)                       GP(       ) 3 2
 DF7283
 DF7283.Superseded values are not recommended for survey control.
 DF7283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7283.See file dsdata.txt to determine how the superseded data were derived.
 DF7283
 DF7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1828473270(NAD 83)
 DF7283
 DF7283_MARKER: DB = BENCH MARK DISK
 DF7283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7283_STAMPING: 1507 M 1969
 DF7283_MARK LOGO: MNDT  
 DF7283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7283+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7283
 DF7283  HISTORY     - Date     Condition        Report By
 DF7283  HISTORY     - 1969     MONUMENTED       MNDT
 DF7283  HISTORY     - 20020827 GOOD             MNDT
 DF7283
 DF7283                          STATION DESCRIPTION
 DF7283
 DF7283'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7283'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.8 MI (7.7 KM)
 DF7283'NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92 MP
 DF7283'51.9, 74 FT (22.6 M) EAST OF TH 92, AT TH 92 STA 414+04, 72 FT (21.9
 DF7283'M) NORTH OF CO RD 1, 37 FT (11.3 M) WNW OF P-POLE, 11.5 FT (3.5 M)
 DF7283'NORTH OF NE COR OF CABLE BOX, 1.2 FT (0.4 M) WEST OF FENCE, 0.4 FT
 DF7283'(12.2 CM) WEST OF WIT POST, PROJECTS 4 INCHES, MAGNETIC, AND SUITABLE
 DF7283'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7284 ***********************************************************************
 DF7284  DESIGNATION -  1507 N
 DF7284  PID         -  DF7284
 DF7284  STATE/COUNTY-  MN/CLEARWATER
 DF7284  COUNTRY     -  US
 DF7284  USGS QUAD   -  BAGLEY (1969)
 DF7284
 DF7284                         *CURRENT SURVEY CONTROL
 DF7284  ______________________________________________________________________
 DF7284* NAD 83(2007) POSITION- 47 34 21.29727(N) 095 24 59.27036(W)   ADJUSTED  
 DF7284* NAD 83(2007) ELLIP HT-   446.158 (meters)        (02/10/07)   ADJUSTED
 DF7284* NAD 83(2007) EPOCH   -  2002.00
 DF7284* NAVD 88 ORTHO HEIGHT -   473.7    (meters)    1554.    (feet) GPS OBS   
 DF7284  ______________________________________________________________________
 DF7284  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7284  GEOID HEIGHT    -        -27.54  (meters)                     GEOID99
 DF7284  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DF7284  NAD 83(2007) X  -   -406,954.609 (meters)                     COMP
 DF7284  NAD 83(2007) Y  - -4,291,966.182 (meters)                     COMP
 DF7284  NAD 83(2007) Z  -  4,685,275.194 (meters)                     COMP
 DF7284  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC09
 DF7284
 DF7284  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7284  Type                                         Horiz  Ellip  Dist(km)
 DF7284  -------------------------------------------------------------------
 DF7284  NETWORK                                       1.03   0.76
 DF7284  -------------------------------------------------------------------
 DF7284  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.51      2.79
 DF7284  -------------------------------------------------------------------
 DF7284  NOTE: Click here for information on individual local accuracy
 DF7284  values and other accuracy information.
 DF7284
 DF7284
 DF7284.The horizontal coordinates were established by GPS observations
 DF7284.and adjusted by the National Geodetic Survey in February 2007.
 DF7284
 DF7284.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7284.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7284
 DF7284.The horizontal coordinates are valid at the epoch date displayed above
 DF7284.which is a decimal equivalence of Year/Month/Day.
 DF7284
 DF7284.The orthometric height was determined by GPS observations and a
 DF7284.high-resolution geoid model.
 DF7284
 DF7284.Photographs are available for this station.
 DF7284
 DF7284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7284
 DF7284.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7284
 DF7284.The ellipsoidal height was determined by GPS observations
 DF7284.and is referenced to NAD 83.
 DF7284
 DF7284. The following values were computed from the NAD 83(2007) position.
 DF7284
 DF7284;                    North         East     Units Scale Factor Converg.
 DF7284;SPC MN N     -   221,853.381   625,751.221   MT  0.99991329   -1 43 01.2
 DF7284;SPC MN N     -   727,863.97  2,052,985.46   sFT  0.99991329   -1 43 01.2
 DF7284;UTM  15      - 5,271,625.947   318,263.556   MT  1.00000589   -1 47 03.0
 DF7284
 DF7284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7284!SPC MN N     -   0.99993007  x   0.99991329  =   0.99984337
 DF7284!UTM  15      -   0.99993007  x   1.00000589  =   0.99993596
 DF7284
 DF7284:                Primary Azimuth Mark                     Grid Az
 DF7284:SPC MN N     -  1507 M                                   000 40 15.0
 DF7284:UTM  15      -  1507 M                                   000 44 16.8
 DF7284
 DF7284|---------------------------------------------------------------------|
 DF7284| PID    Reference Object                     Distance      Geod. Az  |
 DF7284|                                                           dddmmss.s |
 DF7284| DF7283 1507 M                              APPROX. 1.6 KM 3585713.8 |
 DF7284|---------------------------------------------------------------------|
 DF7284
 DF7284                          SUPERSEDED SURVEY CONTROL
 DF7284
 DF7284  NAD 83(1996)-  47 34 21.29725(N)    095 24 59.27014(W) AD(       ) 1
 DF7284  ELLIP H (08/20/03)  446.169  (m)                       GP(       ) 3 2
 DF7284
 DF7284.Superseded values are not recommended for survey control.
 DF7284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7284.See file dsdata.txt to determine how the superseded data were derived.
 DF7284
 DF7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1826371625(NAD 83)
 DF7284
 DF7284_MARKER: DB = BENCH MARK DISK
 DF7284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7284_STAMPING: 1507 N 1969
 DF7284_MARK LOGO: MNHD  
 DF7284_PROJECTION: FLUSH
 DF7284_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF7284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7284+STABILITY: SURFACE MOTION
 DF7284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7284+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 DF7284
 DF7284  HISTORY     - Date     Condition        Report By
 DF7284  HISTORY     - 1969     MONUMENTED       MNHD
 DF7284  HISTORY     - 20020827 GOOD             MNDT
 DF7284  HISTORY     - 20061206 GOOD             MNDT
 DF7284
 DF7284                          STATION DESCRIPTION
 DF7284
 DF7284'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7284'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.8 MI (6.1 KM)
 DF7284'NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92 MP
 DF7284'52.9, 74 FT (22.6 M) WEST OF TH 92, AT TH 92 STA 360+15, 47 FT (14.3
 DF7284'M) SOUTH OF CO RD 22, 9.3 FT (2.8 M) SE OF P-POLE, 0.4 FT (12.2 CM)
 DF7284'EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7284
 DF7284                          STATION RECOVERY (2006)
 DF7284
 DF7284'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF7284'3.8 MILES NORTH ALONG TRUNK HIGHWAY 92 FROM JUNCTION OF TRUNK HIGHWAY
 DF7284'92 AND TRUNK HIGHWAY 2 IN BAGLEY, AT TRUNK HIGHWAY 92 MILEPOINT 52.9,
 DF7284'74 FEET WEST OF TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 92 STATION 360+15,
 DF7284'47 FEET SOUTH OF COUNTY ROAD 22, 9.3 FEET SOUTHEAST OF POWER POLE, 0.4
 DF7284'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7285 ***********************************************************************
 DF7285  DESIGNATION -  1507 Q
 DF7285  PID         -  DF7285
 DF7285  STATE/COUNTY-  MN/CLEARWATER
 DF7285  COUNTRY     -  US
 DF7285  USGS QUAD   -  BAGLEY (1969)
 DF7285
 DF7285                         *CURRENT SURVEY CONTROL
 DF7285  ______________________________________________________________________
 DF7285* NAD 83(2007) POSITION- 47 32 50.90330(N) 095 24 56.71111(W)   ADJUSTED  
 DF7285* NAD 83(2007) ELLIP HT-   434.066 (meters)        (02/10/07)   ADJUSTED
 DF7285* NAD 83(2007) EPOCH   -  2002.00
 DF7285* NAVD 88 ORTHO HEIGHT -   461.6    (meters)    1514.    (feet) GPS OBS   
 DF7285  ______________________________________________________________________
 DF7285  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7285  GEOID HEIGHT    -        -27.55  (meters)                     GEOID99
 DF7285  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DF7285  NAD 83(2007) X  -   -407,095.049 (meters)                     COMP
 DF7285  NAD 83(2007) Y  - -4,294,014.292 (meters)                     COMP
 DF7285  NAD 83(2007) Z  -  4,683,382.245 (meters)                     COMP
 DF7285  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC09
 DF7285
 DF7285  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7285  Type                                         Horiz  Ellip  Dist(km)
 DF7285  -------------------------------------------------------------------
 DF7285  NETWORK                                       0.76   0.61
 DF7285  -------------------------------------------------------------------
 DF7285  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.49      3.24
 DF7285  -------------------------------------------------------------------
 DF7285  NOTE: Click here for information on individual local accuracy
 DF7285  values and other accuracy information.
 DF7285
 DF7285
 DF7285.The horizontal coordinates were established by GPS observations
 DF7285.and adjusted by the National Geodetic Survey in February 2007.
 DF7285
 DF7285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7285.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7285
 DF7285.The horizontal coordinates are valid at the epoch date displayed above
 DF7285.which is a decimal equivalence of Year/Month/Day.
 DF7285
 DF7285.The orthometric height was determined by GPS observations and a
 DF7285.high-resolution geoid model.
 DF7285
 DF7285.Photographs are available for this station.
 DF7285
 DF7285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7285
 DF7285.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7285
 DF7285.The ellipsoidal height was determined by GPS observations
 DF7285.and is referenced to NAD 83.
 DF7285
 DF7285. The following values were computed from the NAD 83(2007) position.
 DF7285
 DF7285;                    North         East     Units Scale Factor Converg.
 DF7285;SPC MN N     -   219,061.559   625,721.066   MT  0.99991538   -1 42 59.3
 DF7285;SPC MN N     -   718,704.46  2,052,886.53   sFT  0.99991538   -1 42 59.3
 DF7285;UTM  15      - 5,268,833.907   318,230.142   MT  1.00000604   -1 46 58.5
 DF7285
 DF7285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7285!SPC MN N     -   0.99993197  x   0.99991538  =   0.99984735
 DF7285!UTM  15      -   0.99993197  x   1.00000604  =   0.99993801
 DF7285
 DF7285                          SUPERSEDED SURVEY CONTROL
 DF7285
 DF7285  NAD 83(1996)-  47 32 50.90308(N)    095 24 56.71087(W) AD(       ) 1
 DF7285  ELLIP H (08/20/03)  434.085  (m)                       GP(       ) 3 2
 DF7285
 DF7285.Superseded values are not recommended for survey control.
 DF7285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7285.See file dsdata.txt to determine how the superseded data were derived.
 DF7285
 DF7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1823068833(NAD 83)
 DF7285
 DF7285_MARKER: DB = BENCH MARK DISK
 DF7285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7285_STAMPING: 1507 Q 1969
 DF7285_MARK LOGO: MNDT  
 DF7285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF7285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7285+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 DF7285
 DF7285  HISTORY     - Date     Condition        Report By
 DF7285  HISTORY     - 1969     MONUMENTED       MNDT
 DF7285  HISTORY     - 20020827 GOOD             MNDT
 DF7285
 DF7285                          STATION DESCRIPTION
 DF7285
 DF7285'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7285'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DF7285'NORTH ALONG TH 92 FROM JCT OF TH 92 AND TH 2 IN BAGLEY, AT TH 92 MP
 DF7285'54.7, 99 FT (30.2 M) WEST OF TH 92, AT TH 92 STA 267+82, 52 FT (15.8
 DF7285'M) NORTH OF TWP RD, 0.5 FT (15.2 CM) NE OF WIT POST, PROJECTS 1 INCH,
 DF7285'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3900 ***********************************************************************
 DK3900  DESIGNATION -  1508 A
 DK3900  PID         -  DK3900
 DK3900  STATE/COUNTY-  MN/CLEARWATER
 DK3900  COUNTRY     -  US
 DK3900  USGS QUAD   -  CLEARBROOK (1969)
 DK3900
 DK3900                         *CURRENT SURVEY CONTROL
 DK3900  ______________________________________________________________________
 DK3900* NAD 83(2007) POSITION- 47 38 43.55493(N) 095 24 21.43766(W)   ADJUSTED  
 DK3900* NAD 83(2007) ELLIP HT-   411.273 (meters)        (02/07/08)   ADJUSTED
 DK3900* NAD 83(2007) EPOCH   -  2002.00
 DK3900* NAVD 88 ORTHO HEIGHT -   438.8    (meters)    1440.    (feet) GPS OBS   
 DK3900  ______________________________________________________________________
 DK3900  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK3900  GEOID HEIGHT    -        -27.53  (meters)                     GEOID03
 DK3900  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DK3900  NAD 83(2007) X  -   -405,601.545 (meters)                     COMP
 DK3900  NAD 83(2007) Y  - -4,286,061.502 (meters)                     COMP
 DK3900  NAD 83(2007) Z  -  4,690,710.428 (meters)                     COMP
 DK3900  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DK3900  HORZ ORDER      -  FIRST
 DK3900  ELLP ORDER      -  THIRD     CLASS I
 DK3900
 DK3900.The horizontal coordinates were established by GPS observations
 DK3900.and adjusted by the National Geodetic Survey in February 2008.
 DK3900
 DK3900.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3900.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3900
 DK3900.The horizontal coordinates are valid at the epoch date displayed above
 DK3900.which is a decimal equivalence of Year/Month/Day.
 DK3900
 DK3900.The orthometric height was determined by GPS observations and a
 DK3900.high-resolution geoid model.
 DK3900
 DK3900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3900
 DK3900.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3900
 DK3900.The ellipsoidal height was determined by GPS observations
 DK3900.and is referenced to NAD 83.
 DK3900
 DK3900. The following values were computed from the NAD 83(2007) position.
 DK3900
 DK3900;                    North         East     Units Scale Factor Converg.
 DK3900;SPC MN N     -   229,925.006   626,783.065   MT  0.99990829   -1 42 33.2
 DK3900;SPC MN N     -   754,345.62  2,056,370.77   sFT  0.99990829   -1 42 33.2
 DK3900;UTM  15      - 5,279,697.089   319,305.102   MT  1.00000125   -1 46 42.4
 DK3900
 DK3900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3900!SPC MN N     -   0.99993554  x   0.99990829  =   0.99984384
 DK3900!UTM  15      -   0.99993554  x   1.00000125  =   0.99993679
 DK3900
 DK3900                          SUPERSEDED SURVEY CONTROL
 DK3900
 DK3900  NAD 83(1996)-  47 38 43.55494(N)    095 24 21.43760(W) AD(       ) 1
 DK3900  ELLIP H (03/06/08)  411.280  (m)                       GP(       ) 3 1
 DK3900
 DK3900.Superseded values are not recommended for survey control.
 DK3900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3900.See file dsdata.txt to determine how the superseded data were derived.
 DK3900
 DK3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1930579697(NAD 83)
 DK3900
 DK3900_MARKER: DB = BENCH MARK DISK
 DK3900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3900_STAMPING: 1508 A 1960
 DK3900_MARK LOGO: MNHD  
 DK3900_PROJECTION: RECESSED 8 CENTIMETERS
 DK3900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3900+STABILITY: SURFACE MOTION
 DK3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3900+SATELLITE: SATELLITE OBSERVATIONS - 1960
 DK3900
 DK3900  HISTORY     - Date     Condition        Report By
 DK3900  HISTORY     - 1960     MONUMENTED       MNHD
 DK3900
 DK3900                          STATION DESCRIPTION
 DK3900
 DK3900'DESCRIBED BY MN HIGHWAY DEPT 1960
 DK3900'1 MILE EAST OF JUNCTION OF TRUNK HIGHWAY 92 AND TRUNK HIGHWAY 223, IN
 DK3900'NORTHWEST CORNER OF ROAD JUNCTION, AT TRUNK HIGHWAY 232 MILEPOST 1, 72
 DK3900'FEET NORTH OF TRUNK HIGHWAY 223, 36.0 FEET WEST OF GRAVEL ROAD, 15.5
 DK3900'FEET EAST OF CABLE PEDESTAL, 7.6 FEET SOUTHEAST OF WIGHT OF WAY POST,
 DK3900'7.6 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ0335 ***********************************************************************
 SJ0335  DESIGNATION -  152.64
 SJ0335  PID         -  SJ0335
 SJ0335  STATE/COUNTY-  MN/ST LOUIS
 SJ0335  COUNTRY     -  US
 SJ0335  USGS QUAD   -  EVELETH (1983)
 SJ0335
 SJ0335                         *CURRENT SURVEY CONTROL
 SJ0335  ______________________________________________________________________
 SJ0335* NAD 83(1986) POSITION- 47 27 43.     (N) 092 32 27.     (W)   SCALED    
 SJ0335* NAVD 88 ORTHO HEIGHT -   487.978  (meters)    1600.97  (feet) ADJUSTED  
 SJ0335  ______________________________________________________________________
 SJ0335  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 SJ0335  DYNAMIC HEIGHT  -        488.024 (meters)     1601.13  (feet) COMP
 SJ0335  MODELED GRAVITY -    980,692.7   (mgal)                       NAVD 88
 SJ0335
 SJ0335  VERT ORDER      -  SECOND    CLASS 0
 SJ0335
 SJ0335.The horizontal coordinates were scaled from a topographic map and have
 SJ0335.an estimated accuracy of +/- 6 seconds.
 SJ0335.
 SJ0335.The orthometric height was determined by differential leveling and
 SJ0335.adjusted in June 1991.
 SJ0335
 SJ0335.The dynamic height is computed by dividing the NAVD 88
 SJ0335.geopotential number by the normal gravity value computed on the
 SJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ0335.degrees latitude (g = 980.6199 gals.).
 SJ0335
 SJ0335.The modeled gravity was interpolated from observed gravity values.
 SJ0335
 SJ0335;                    North         East    Units  Estimated Accuracy
 SJ0335;SPC MN N     -   207,100.      842,160.      MT  (+/- 180 meters Scaled)
 SJ0335
 SJ0335                          SUPERSEDED SURVEY CONTROL
 SJ0335
 SJ0335  NGVD 29 (??/??/92)  487.743  (m)         1600.20   (f) ADJ UNCH    2 0
 SJ0335
 SJ0335.Superseded values are not recommended for survey control.
 SJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ0335.See file dsdata.txt to determine how the superseded data were derived.
 SJ0335
 SJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN346566(NAD 83)
 SJ0335
 SJ0335_MARKER: DB = BENCH MARK DISK
 SJ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ0335_SP_SET: STONE
 SJ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ0335+STABILITY: SURFACE MOTION
 SJ0335
 SJ0335  HISTORY     - Date     Condition        Report By
 SJ0335  HISTORY     - UNK      MONUMENTED       LOCENG
 SJ0335  HISTORY     - 1933     GOOD             CGS
 SJ0335  HISTORY     - 1948     POOR             CGS
 SJ0335
 SJ0335                          STATION DESCRIPTION
 SJ0335
 SJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 SJ0335'IN EVELETH.
 SJ0335'A SQUARE CUT IN THE STONE COPING AT THE SOUTHWEST CORNER OF THE
 SJ0335'EVELETH CITY HALL, MARKED 152.64 IN THE STONE.
 SJ0335
 SJ0335                          STATION RECOVERY (1948)
 SJ0335
 SJ0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 SJ0335'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0310 ***********************************************************************
 QP0310  DESIGNATION -  156 ES
 QP0310  PID         -  QP0310
 QP0310  STATE/COUNTY-  MN/MEEKER
 QP0310  COUNTRY     -  US
 QP0310  USGS QUAD   -  DASSEL (1982)
 QP0310
 QP0310                         *CURRENT SURVEY CONTROL
 QP0310  ______________________________________________________________________
 QP0310* NAD 83(1996) POSITION- 45 02 45.79428(N) 094 20 48.65159(W)   ADJUSTED  
 QP0310* NAVD 88 ORTHO HEIGHT -   332.894  (meters)    1092.17  (feet) ADJUSTED  
 QP0310  ______________________________________________________________________
 QP0310  LAPLACE CORR    -         -4.67  (seconds)                    DEFLEC09
 QP0310  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 QP0310  DYNAMIC HEIGHT  -        332.872 (meters)     1092.10  (feet) COMP
 QP0310  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 QP0310
 QP0310  HORZ ORDER      -  SECOND
 QP0310  VERT ORDER      -  SECOND    CLASS I
 QP0310
 QP0310.The horizontal coordinates were established by classical geodetic methods
 QP0310.and adjusted by the National Geodetic Survey in March 1999.
 QP0310.
 QP0310.The orthometric height was determined by differential leveling and
 QP0310.adjusted in June 1995.
 QP0310
 QP0310.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0310
 QP0310.The dynamic height is computed by dividing the NAVD 88
 QP0310.geopotential number by the normal gravity value computed on the
 QP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0310.degrees latitude (g = 980.6199 gals.).
 QP0310
 QP0310.The modeled gravity was interpolated from observed gravity values.
 QP0310
 QP0310. The following values were computed from the NAD 83(1996) position.
 QP0310
 QP0310;                    North         East     Units Scale Factor Converg.
 QP0310;SPC MN S     -   327,402.640   772,675.055   MT  0.99996719   -0 14 35.2
 QP0310;SPC MN S     - 1,074,153.49  2,535,018.08   sFT  0.99996719   -0 14 35.2
 QP0310;UTM  15      - 4,988,948.742   393,932.875   MT  0.99973833   -0 57 11.6
 QP0310
 QP0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0310!SPC MN S     -   0.99995206  x   0.99996719  =   0.99991925
 QP0310!UTM  15      -   0.99995206  x   0.99973833  =   0.99969040
 QP0310
 QP0310                          SUPERSEDED SURVEY CONTROL
 QP0310
 QP0310  NAD 83(1986)-  45 02 45.78874(N)    094 20 48.64496(W) AD(       ) 2
 QP0310  NAVD 88 (12/14/98)  332.89   (m)         1092.2    (f) LEVELING    3  
 QP0310
 QP0310.Superseded values are not recommended for survey control.
 QP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0310.See file dsdata.txt to determine how the superseded data were derived.
 QP0310
 QP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9393288948(NAD 83)
 QP0310
 QP0310_MARKER: DB = BENCH MARK DISK
 QP0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0310_SP_SET: SQUARE CONCRETE MONUMENT
 QP0310_STAMPING: 156 ES 1955 1092
 QP0310_MARK LOGO: USGS  
 QP0310_PROJECTION: FLUSH
 QP0310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0310+STABILITY: SURFACE MOTION
 QP0310
 QP0310  HISTORY     - Date     Condition        Report By
 QP0310  HISTORY     - 1955     MONUMENTED       USGS
 QP0310  HISTORY     - 1976     GOOD             MNDT
 QP0310  HISTORY     - 19850909 GOOD             MNDT
 QP0310  HISTORY     - 20020812 MARK NOT FOUND   MNDT
 QP0310
 QP0310                          STATION DESCRIPTION
 QP0310
 QP0310'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (DKH)
 QP0310'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF THE TOWN OF
 QP0310'DASSEL, IN THE NE 1/4 OF SECTION 8, T118N, R29W, ON THE NORTHWEST
 QP0310'RIGHT-OF-WAY OF TRUNK HIGHWAY 15 AT MILEPOINT 112.6.
 QP0310'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 QP0310'HIGHWAY 15 AT DASSEL, GO SOUTHERLY ON TRUNK HIGHWAY 15 FOR 3.25 MILES
 QP0310'TO THE STATION ON THE RIGHT.
 QP0310'THE STATION MARK, A STANDARD USGS BENCH MARK DISK STAMPED---156 ES
 QP0310'1955 1092---, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 QP0310'THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4
 QP0310'FEET ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 70 FEET NORTHWEST OF
 QP0310'THE CENTERLINE OF TRUNK HIGHWAY 15, 62 FEET SOUTHWEST OF THE CENTER OF
 QP0310'AN ENTRANCE, 43.4 FEET SOUTHEAST OF A POWER POLE, AND 0.8 FOOT
 QP0310'SOUTHEAST OF A STEEL WITNESS POST.
 QP0310'THIS STATION IS AN AZIMUTH MARK FOR STATION ELL MNDT TEMP.
 QP0310
 QP0310                          STATION RECOVERY (1976)
 QP0310
 QP0310'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QP0310'3.1 MI SW FROM DASSEL.
 QP0310'IT IS LOCATED 3.1 MILES SOUTHWESTERLY ALONG TRUNK HIGHWAY 15 FROM THE
 QP0310'EAST JUNCTION OF TRUNK HIGHWAYS 12 AND 15 IN DASSEL.  IT IS 69.0 FEET
 QP0310'NORTHWEST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF TRUNK
 QP0310'HIGHWAY 15, 427.0 FEET NORTHEAST OF A NORTH-SOUTH TOWNSHIP ROAD
 QP0310'CROSSING, 63.0 FEET SOUTH WEST OF THE CENTER OF A FARM DRIVEWAY, 43.5
 QP0310'FEET SOUTHEAST OF ONE TELEPHONE POLE AND 1.5 FEET NORTHEAST OF ANOTHER
 QP0310'TELEPHONE POLE.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT THAT
 QP0310'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  A RAILROAD SPIKE
 QP0310'WAS BURIED ALONG SIDE THE MONUMENT TO MAKE IT MAGNETIC.  NE 1/4, SEC
 QP0310'8, T 118N, R 29W.
 QP0310
 QP0310                          STATION RECOVERY (1985)
 QP0310
 QP0310'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 QP0310'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF THE TOWN OF
 QP0310'DASSEL, IN THE NE 1/4 OF SECTION 8, T118N, R29W, ON THE NORTHWEST
 QP0310'RIGHT-OF-WAY OF TRUNK HIGHWAY 15 AT MILEPOINT 112.6, 3.25 MI (5.23
 QP0310'KM) SOUTHERLY ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 QP0310'HIGHWAY 12 AT DASSEL.  THE MARK, A STANDARD USGS BENCH MARK DISK
 QP0310'STAMPED---156 ES 1955 1092---, IS SET IN THE TOP OF A 12-INCH SQUARE
 QP0310'CONCRETE MONUMENT THAT PROJECTS 0.3 FT (0.1 M) ABOVE THE SURFACE OF
 QP0310'THE GROUND AND IS ABOUT 4 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
 QP0310'THE MARK IS 70 FT (21.3 M) NORTHWEST OF THE CENTERLINE OF TRUNK
 QP0310'HIGHWAY 15, 62 FT (18.9 M) SOUTHWEST OF THE CENTER OF AN ENTRANCE,
 QP0310'43.4 FT (13.2 M) SOUTHEAST OF A POWER POLE, AND 0.8 FT (0.2 M)
 QP0310'SOUTHEAST OF A STEEL WITNESS POST.
 QP0310
 QP0310                          STATION RECOVERY (2002)
 QP0310
 QP0310'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 QP0310'MARK SEARCHED FOR BUT NOT FOUND, MAY HAVE BEEN DESTROYED DUE TO
 QP0310'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5916 ***********************************************************************
 DF5916  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5916  DESIGNATION -  16
 DF5916  PID         -  DF5916
 DF5916  STATE/COUNTY-  MN/PINE
 DF5916  COUNTRY     -  US
 DF5916  USGS QUAD   -  BEROUN (1983)
 DF5916
 DF5916                         *CURRENT SURVEY CONTROL
 DF5916  ______________________________________________________________________
 DF5916* NAD 83(2007) POSITION- 45 54 12.87046(N) 092 54 11.53619(W)   ADJUSTED  
 DF5916* NAD 83(2007) ELLIP HT-   268.799 (meters)        (02/10/07)   ADJUSTED
 DF5916* NAD 83(2007) EPOCH   -  2002.00
 DF5916* NAVD 88 ORTHO HEIGHT -   296.20   (meters)     971.8   (feet) GPS OBS   
 DF5916  ______________________________________________________________________
 DF5916  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DF5916  NAD 83(2007) X  -   -225,195.216 (meters)                     COMP
 DF5916  NAD 83(2007) Y  - -4,440,503.930 (meters)                     COMP
 DF5916  NAD 83(2007) Z  -  4,557,988.987 (meters)                     COMP
 DF5916  LAPLACE CORR    -          9.32  (seconds)                    DEFLEC09
 DF5916
 DF5916  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5916  Type                                         Horiz  Ellip  Dist(km)
 DF5916  -------------------------------------------------------------------
 DF5916  NETWORK                                       1.18   0.76
 DF5916  -------------------------------------------------------------------
 DF5916  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.26   0.73      6.23
 DF5916  -------------------------------------------------------------------
 DF5916  NOTE: Click here for information on individual local accuracy
 DF5916  values and other accuracy information.
 DF5916
 DF5916
 DF5916.The horizontal coordinates were established by GPS observations
 DF5916.and adjusted by the National Geodetic Survey in February 2007.
 DF5916
 DF5916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5916.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5916
 DF5916.The horizontal coordinates are valid at the epoch date displayed above
 DF5916.which is a decimal equivalence of Year/Month/Day.
 DF5916
 DF5916.The orthometric height was determined by GPS observations and a
 DF5916.high-resolution geoid model using precise GPS observation and
 DF5916.processing techniques.
 DF5916
 DF5916.Photographs are available for this station.
 DF5916
 DF5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5916
 DF5916.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5916
 DF5916.The ellipsoidal height was determined by GPS observations
 DF5916.and is referenced to NAD 83.
 DF5916
 DF5916. The following values were computed from the NAD 83(2007) position.
 DF5916
 DF5916;                    North         East     Units Scale Factor Converg.
 DF5916;SPC MN C     -   201,317.367   904,498.057   MT  0.99995019   +0 58 27.3
 DF5916;SPC MN C     -   660,488.73  2,967,507.38   sFT  0.99995019   +0 58 27.3
 DF5916;UTM  15      - 5,083,338.673   507,508.109   MT  0.99960069   +0 04 10.3
 DF5916
 DF5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5916!SPC MN C     -   0.99995786  x   0.99995019  =   0.99990805
 DF5916!UTM  15      -   0.99995786  x   0.99960069  =   0.99955857
 DF5916
 DF5916                          SUPERSEDED SURVEY CONTROL
 DF5916
 DF5916  NAD 83(1996)-  45 54 12.87035(N)    092 54 11.53560(W) AD(       ) 1
 DF5916  ELLIP H (05/27/03)  268.847  (m)                       GP(       ) 3 1
 DF5916  NAVD 88 (05/27/03)  296.2    (m)  GEOID99 model used   GPS OBS        
 DF5916
 DF5916.Superseded values are not recommended for survey control.
 DF5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5916.See file dsdata.txt to determine how the superseded data were derived.
 DF5916
 DF5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0750883338(NAD 83)
 DF5916
 DF5916_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5916_STAMPING: NO 16
 DF5916_MARK LOGO: MN-115
 DF5916_PROJECTION: FLUSH
 DF5916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5916+STABILITY: SURFACE MOTION
 DF5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5916+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2010
 DF5916
 DF5916  HISTORY     - Date     Condition        Report By
 DF5916  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5916  HISTORY     - 20071017 GOOD             MNDT
 DF5916  HISTORY     - 20100426 GOOD             MNDT
 DF5916
 DF5916                          STATION DESCRIPTION
 DF5916
 DF5916'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5916'3 MI (4.8 KM) EAST OF BEROUN, 2.75 MI (4.43 KM) EAST ALONG CO RD 14
 DF5916'FROM JCT OF CO RD 61, 0.25 MI (0.40 KM) WEST OF THE SE COR OF SECTION
 DF5916'36, 44 FT (13.4 M) NORTH OF CO RD 14, 2 FT (0.6 M) EAST OF FENCE, 2 FT
 DF5916'(0.6 M) SOUTH OF WIT POST.
 DF5916
 DF5916                          STATION RECOVERY (2007)
 DF5916
 DF5916'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5916'RECOVERED AS DESCRIBED.
 DF5916
 DF5916                          STATION RECOVERY (2010)
 DF5916
 DF5916'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF5916'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5916'THE MARK IS 3.0 MILES EAST OF BEROUN, 2.75 MILES EAST ALONG COUNTY
 DF5916'ROAD 14 FROM JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61 AT BEROUN,
 DF5916'0.25 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 36, 44.0 FEET NORTH
 DF5916'OF COUNTY ROAD 14, 2.0 FEET EAST OF FENCE, 2.0 FEET SOUTH OF WITNESS
 DF5916'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8705 ***********************************************************************
 DF8705  DESIGNATION -  16
 DF8705  PID         -  DF8705
 DF8705  STATE/COUNTY-  MN/KANABEC
 DF8705  COUNTRY     -  US
 DF8705  USGS QUAD   -  MORA SOUTH (1980)
 DF8705
 DF8705                         *CURRENT SURVEY CONTROL
 DF8705  ______________________________________________________________________
 DF8705* NAD 83(2007) POSITION- 45 51 13.90478(N) 093 19 54.52784(W)   ADJUSTED  
 DF8705* NAD 83(2007) ELLIP HT-   275.300 (meters)        (02/10/07)   ADJUSTED
 DF8705* NAD 83(2007) EPOCH   -  2002.00
 DF8705* NAVD 88 ORTHO HEIGHT -   303.09   (meters)     994.4   (feet) LEVELING  
 DF8705  ______________________________________________________________________
 DF8705  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DF8705  NAD 83(2007) X  -   -258,637.197 (meters)                     COMP
 DF8705  NAD 83(2007) Y  - -4,442,659.669 (meters)                     COMP
 DF8705  NAD 83(2007) Z  -  4,554,146.741 (meters)                     COMP
 DF8705  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC09
 DF8705  VERT ORDER      -  THIRD
 DF8705
 DF8705  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8705  Type                                         Horiz  Ellip  Dist(km)
 DF8705  -------------------------------------------------------------------
 DF8705  NETWORK                                       0.75   0.78
 DF8705  -------------------------------------------------------------------
 DF8705  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.83   0.84      9.44
 DF8705  -------------------------------------------------------------------
 DF8705  NOTE: Click here for information on individual local accuracy
 DF8705  values and other accuracy information.
 DF8705
 DF8705
 DF8705.The horizontal coordinates were established by GPS observations
 DF8705.and adjusted by the National Geodetic Survey in February 2007.
 DF8705
 DF8705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8705.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8705
 DF8705.The horizontal coordinates are valid at the epoch date displayed above
 DF8705.which is a decimal equivalence of Year/Month/Day.
 DF8705
 DF8705.The orthometric height was determined by differential leveling.
 DF8705.The vertical network tie was performed by a horz. field party for horz.
 DF8705.obs reductions. Reset procedures were used to establish the elevation.
 DF8705
 DF8705.Photographs are available for this station.
 DF8705
 DF8705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8705
 DF8705.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8705
 DF8705.The ellipsoidal height was determined by GPS observations
 DF8705.and is referenced to NAD 83.
 DF8705
 DF8705. The following values were computed from the NAD 83(2007) position.
 DF8705
 DF8705;                    North         East     Units Scale Factor Converg.
 DF8705;SPC MN C     -   195,316.975   871,308.127   MT  0.99995705   +0 39 51.1
 DF8705;SPC MN C     -   640,802.44  2,858,616.75   sFT  0.99995705   +0 39 51.1
 DF8705;UTM  15      - 5,077,864.341   474,239.377   MT  0.99960816   -0 14 17.2
 DF8705
 DF8705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8705!SPC MN C     -   0.99995684  x   0.99995705  =   0.99991389
 DF8705!UTM  15      -   0.99995684  x   0.99960816  =   0.99956502
 DF8705
 DF8705                          SUPERSEDED SURVEY CONTROL
 DF8705
 DF8705  NAD 83(1996)-  45 51 13.90456(N)    093 19 54.52743(W) AD(       ) 1
 DF8705  ELLIP H (10/22/03)  275.337  (m)                       GP(       ) 3 2
 DF8705  NAVD 88 (10/22/03)  303.1    (m)  GEOID99 model used   GPS OBS        
 DF8705
 DF8705.Superseded values are not recommended for survey control.
 DF8705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8705.See file dsdata.txt to determine how the superseded data were derived.
 DF8705
 DF8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7423977864(NAD 83)
 DF8705
 DF8705_MARKER: DD = SURVEY DISK
 DF8705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8705_STAMPING: 16
 DF8705_MARK LOGO: MN-065
 DF8705_PROJECTION: FLUSH
 DF8705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8705+STABILITY: SURFACE MOTION
 DF8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8705+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 DF8705
 DF8705  HISTORY     - Date     Condition        Report By
 DF8705  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8705  HISTORY     - 20050430 GOOD             USPSQD
 DF8705  HISTORY     - 20100422 GOOD             MNDT
 DF8705  HISTORY     - 20100422 GOOD             MNDT
 DF8705
 DF8705                          STATION DESCRIPTION
 DF8705
 DF8705'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8705'2 MI (3.2 KM) SW OF MORA, 1.75 MI (2.82 KM) WEST ALONG TH 23 FROM JCT
 DF8705'OF TH 23 AND TH 65 (1.5 MI SOUTH OF MORA) , AT TH 23 MP 252.85, 71.5
 DF8705'FT (21.8 M) NORTH OF CENTER OF TH 23, 26 FT (7.9 M) EAST OF CENTER OF
 DF8705'DRIVEWAY, 4 FT (1.2 M) SOUTH OF CORNER FENCE POST, 2 FT (0.6 M) SOUTH
 DF8705'OF WIT POST, FLUSH, MAGNETIC.
 DF8705
 DF8705                          STATION RECOVERY (2005)
 DF8705
 DF8705'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DF8705'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED SOUTH OF THE MCVAY FARMS
 DF8705'FENCE. SPSPS, JRD
 DF8705
 DF8705                          STATION RECOVERY (2010)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8705'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8705'THE MARK IS 2.0 MILES SOUTHWEST OF MORA, 1.75 MILES WEST ALONG TRUNK
 DF8705'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 (1.5
 DF8705'MILES SOUTH OF MORA), AT TRUNK HIGHWAY 23 MILEPOINT 252.85, 71.5 FEET
 DF8705'NORTH OF CENTERLINE OF TRUNK HIGHWAY 23, 26.0 FEET EAST OF CENTERLINE
 DF8705'OF DRIVEWAY, 4.0 FEET SOUTH OF CORNER FENCE POST, 2.0 FEET SOUTH OF
 DF8705'WITNESS POST.
 DF8705
 DF8705                          STATION RECOVERY (2010)
 DF8705
 DF8705'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0308 ***********************************************************************
 ON0308  DESIGNATION -  16 1 CHISELED SQUARE
 ON0308  PID         -  ON0308
 ON0308  STATE/COUNTY-  MN/HOUSTON
 ON0308  COUNTRY     -  US
 ON0308  USGS QUAD   -  LA CRESCENT (1991)
 ON0308
 ON0308                         *CURRENT SURVEY CONTROL
 ON0308  ______________________________________________________________________
 ON0308* NAD 83(1986) POSITION- 43 47 53.     (N) 091 18 02.     (W)   SCALED    
 ON0308* NAVD 88 ORTHO HEIGHT -   196.243  (meters)     643.84  (feet) ADJUSTED  
 ON0308  ______________________________________________________________________
 ON0308  GEOID HEIGHT    -        -31.55  (meters)                     GEOID09
 ON0308  DYNAMIC HEIGHT  -        196.209 (meters)      643.73  (feet) COMP
 ON0308  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 ON0308
 ON0308  VERT ORDER      -  SECOND    CLASS 0
 ON0308
 ON0308.The horizontal coordinates were scaled from a topographic map and have
 ON0308.an estimated accuracy of +/- 6 seconds.
 ON0308.
 ON0308.The orthometric height was determined by differential leveling and
 ON0308.adjusted in June 1991.
 ON0308
 ON0308.The dynamic height is computed by dividing the NAVD 88
 ON0308.geopotential number by the normal gravity value computed on the
 ON0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0308.degrees latitude (g = 980.6199 gals.).
 ON0308
 ON0308.The modeled gravity was interpolated from observed gravity values.
 ON0308
 ON0308;                    North         East    Units  Estimated Accuracy
 ON0308;SPC MN S     -   192,260.    1,017,210.      MT  (+/- 180 meters Scaled)
 ON0308
 ON0308                          SUPERSEDED SURVEY CONTROL
 ON0308
 ON0308  NGVD 29 (??/??/92)  196.270  (m)          643.93   (f) ADJ UNCH    2 0
 ON0308
 ON0308.Superseded values are not recommended for survey control.
 ON0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0308.See file dsdata.txt to determine how the superseded data were derived.
 ON0308
 ON0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ367508(NAD 83)
 ON0308
 ON0308_MARKER: Q = CHISELED SQUARE
 ON0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0308
 ON0308  HISTORY     - Date     Condition        Report By
 ON0308  HISTORY     - UNK      MONUMENTED       MNHD
 ON0308  HISTORY     - 1965     GOOD             MNHD
 ON0308
 ON0308                          STATION DESCRIPTION
 ON0308
 ON0308'DESCRIBED BY MN HIGHWAY DEPT 1965
 ON0308'1.5 MI S FROM LA CRESCENT.
 ON0308'MARK IS LOCATED IN THE NE 1/4, SECTION 22, T104N, R4W ABOUT
 ON0308'2.0 MILES SOUTH ALONG T.H. 16 FROM THE JUNCTION T.H. 61 IN LA
 ON0308'CRESCENT, ABOUT 45 FEET EAST OF THE CENTERLINE T.H. 16, 29.5
 ON0308'FEET WEST OF THE WEST RAIL OF CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0308'PACIFIC RAILROAD TRACKS, ABOUT 123 FEET SOUTH OF DRIVE TO FARM
 ON0308'WEST (OWNED BY E. EMBKE).  MARK IS A CHISELED SQUARE IN THE
 ON0308'CENTER OF THE TOP OF CONCRETE HEADWALL OVER A CORRUGATED METAL
 ON0308'PIPE AND IS LEVEL WITH THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1471 ***********************************************************************
 QP1471  DESIGNATION -  16 10
 QP1471  PID         -  QP1471
 QP1471  STATE/COUNTY-  MN/KANDIYOHI
 QP1471  COUNTRY     -  US
 QP1471  USGS QUAD   -  WILLMAR (1994)
 QP1471
 QP1471                         *CURRENT SURVEY CONTROL
 QP1471  ______________________________________________________________________
 QP1471* NAD 83(1996) POSITION- 45 06 38.91712(N) 095 04 37.48351(W)   ADJUSTED  
 QP1471* NAVD 88 ORTHO HEIGHT -   344.35   (+/-2cm)    1129.8   (feet) VERTCON   
 QP1471  ______________________________________________________________________
 QP1471  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 QP1471  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC09
 QP1471  HORZ ORDER      -  SECOND
 QP1471  VERT ORDER      -  THIRD ? (See Below)
 QP1471
 QP1471.The horizontal coordinates were established by classical geodetic methods
 QP1471.and adjusted by the National Geodetic Survey in March 1999.
 QP1471.
 QP1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP1471
 QP1471.The vertical order pertains to the NGVD 29 superseded value.
 QP1471
 QP1471.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1471
 QP1471. The following values were computed from the NAD 83(1996) position.
 QP1471
 QP1471;                    North         East     Units Scale Factor Converg.
 QP1471;SPC MN S     -   335,099.459   715,243.868   MT  0.99997859   -0 45 17.8
 QP1471;SPC MN S     - 1,099,405.48  2,346,595.92   sFT  0.99997859   -0 45 17.8
 QP1471;UTM  15      - 4,997,358.809   336,610.360   MT  0.99992826   -1 28 18.8
 QP1471
 QP1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1471!SPC MN S     -   0.99995020  x   0.99997859  =   0.99992879
 QP1471!UTM  15      -   0.99995020  x   0.99992826  =   0.99987847
 QP1471
 QP1471:                Primary Azimuth Mark                     Grid Az
 QP1471:SPC MN S     -  AIR                                      036 52 15.0
 QP1471:UTM  15      -  AIR                                      037 35 16.0
 QP1471
 QP1471|---------------------------------------------------------------------|
 QP1471| PID    Reference Object                     Distance      Geod. Az  |
 QP1471|                                                           dddmmss.s |
 QP1471| QP1446 WILLMAR VO TECH WATER TANK          APPROX. 3.2 KM 0031053.2 |
 QP1471| QP0685 AIR                                 449.601 METERS 0360657.2 |
 QP1471| QP1468 WILLMAR WATER TANK                  APPROX. 2.1 KM 0560118.4 |
 QP1471| QP1458 WILLMAR NEW MUNICIPAL TANK          APPROX. 1.9 KM 0893524.7 |
 QP1471|---------------------------------------------------------------------|
 QP1471
 QP1471                          SUPERSEDED SURVEY CONTROL
 QP1471
 QP1471  NAD 83(1986)-  45 06 38.91403(N)    095 04 37.47765(W) AD(       ) 2
 QP1471  NAD 27      -  45 06 39.04454(N)    095 04 36.44131(W) AD(       ) 2
 QP1471  NGVD 29 (07/19/86)  344.19   (m)         1129.2    (f) LEVELING    3  
 QP1471
 QP1471.Superseded values are not recommended for survey control.
 QP1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1471.See file dsdata.txt to determine how the superseded data were derived.
 QP1471
 QP1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3661097358(NAD 83)
 QP1471
 QP1471_MARKER: DB = BENCH MARK DISK
 QP1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1471_STAMPING: 16-10 1978
 QP1471
 QP1471  HISTORY     - Date     Condition        Report By
 QP1471  HISTORY     - 1978     MONUMENTED       MNDT
 QP1471
 QP1471                          STATION DESCRIPTION
 QP1471
 QP1471'DESCRIBED BY MN DEPT OF TRANSP 1978 (DKH)
 QP1471'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF THE TOWN OF WILLMAR,
 QP1471'IN THE SW 1/4 OF SECTION 16, T119N, R35W.
 QP1471'
 QP1471'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY
 QP1471'ROAD 23, WILLMAR AVENUE, IN THE SOUTH PART OF WILLMAR, GO WEST ON
 QP1471'WILLMAR AVENUE FOR 1.7 MILES TO THE STATION ON THE RIGHT.
 QP1471'
 QP1471'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK
 QP1471'STAMPED---16-10 1978---, IS SET IN THE TOP OF A 8 INCH SQUARE PRECAST
 QP1471'CONCRETE MONUMENT THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE
 QP1471'GROUND.  THE MARK IS 47.0 FEET NORTH OF THE CENTERLINE OF WILLMAR
 QP1471'AVENUE, 131.5 FEET EAST-SOUTHEAST OF TRUNK HIGHWAY 40 MILEPOST 73,
 QP1471'41.6 FEET WEST-NORTHWEST OF A LIGHT POLE, AND 0.6 FOOT SOUTH OF A
 QP1471'STEEL WITNESS POST.  NO UNDERGROUND MARK WAS SET FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0689 ***********************************************************************
 QP0689  DESIGNATION -  16 4
 QP0689  PID         -  QP0689
 QP0689  STATE/COUNTY-  MN/KANDIYOHI
 QP0689  COUNTRY     -  US
 QP0689  USGS QUAD   -  WILLMAR (1994)
 QP0689
 QP0689                         *CURRENT SURVEY CONTROL
 QP0689  ______________________________________________________________________
 QP0689* NAD 83(1986) POSITION- 45 07 22.     (N) 095 04 14.     (W)   SCALED    
 QP0689* NAVD 88 ORTHO HEIGHT -   345.927  (meters)    1134.93  (feet) ADJUSTED  
 QP0689  ______________________________________________________________________
 QP0689  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 QP0689  DYNAMIC HEIGHT  -        345.902 (meters)     1134.85  (feet) COMP
 QP0689  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 QP0689
 QP0689  VERT ORDER      -  SECOND    CLASS 0
 QP0689
 QP0689.The horizontal coordinates were scaled from a topographic map and have
 QP0689.an estimated accuracy of +/- 6 seconds.
 QP0689.
 QP0689.The orthometric height was determined by differential leveling and
 QP0689.adjusted in June 1991.
 QP0689
 QP0689.Photographs are available for this station.
 QP0689
 QP0689.The dynamic height is computed by dividing the NAVD 88
 QP0689.geopotential number by the normal gravity value computed on the
 QP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0689.degrees latitude (g = 980.6199 gals.).
 QP0689
 QP0689.The modeled gravity was interpolated from observed gravity values.
 QP0689
 QP0689;                    North         East    Units  Estimated Accuracy
 QP0689;SPC MN S     -   336,420.      715,780.      MT  (+/- 180 meters Scaled)
 QP0689
 QP0689                          SUPERSEDED SURVEY CONTROL
 QP0689
 QP0689  NGVD 29 (??/??/92)  345.764  (m)         1134.39   (f) ADJ UNCH    2 0
 QP0689
 QP0689.Superseded values are not recommended for survey control.
 QP0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0689.See file dsdata.txt to determine how the superseded data were derived.
 QP0689
 QP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK371986(NAD 83)
 QP0689
 QP0689_MARKER: DB = BENCH MARK DISK
 QP0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0689_STAMPING: 16-4 1973
 QP0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0689+STABILITY: SURFACE MOTION
 QP0689
 QP0689  HISTORY     - Date     Condition        Report By
 QP0689  HISTORY     - 1973     MONUMENTED       MNDT
 QP0689  HISTORY     - 1986     GOOD             USPSQD
 QP0689
 QP0689                          STATION DESCRIPTION
 QP0689
 QP0689'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0689'1.1 MI W FROM WILLMAR.
 QP0689'MARK IS LOCATED 1.2 MILES WEST ALONG TH 12 FROM THE JUNCTION OF TH 12
 QP0689'AND TH 71 IN WILLMAR, THENCE, 0.15 MILES NORTH (ACROSS RAILROAD
 QP0689'TRACKS) ALONG NINETEENTH STREET WEST, THENCE, 0.1 MILES EAST ALONG
 QP0689'GORTON AVENUE, 46.4 FEET NORTH OF THE CENTER OF GORTON AVENUE, 21 FEET
 QP0689'WEST OF THE CENTER OF SEVENTEENTH STREET NORTH, 72.9 FEET SOUTHEAST OF
 QP0689'THE NORTHEAST CORNER OF A GARAGE (AT HOUSE NO. 301), 40.2 FEET
 QP0689'SOUTHEAST OF THE SOUTHEAST CORNER OF A PRIVATE RESIDENCE (HOUSE NO.
 QP0689'301), 34 FEET EAST OF A 4 INCH ELM TREE, 20.6 FEET EAST OF A FIRE
 QP0689'HYDRANT, 4.5 FEET NORTH OF A POWER POLE, IN A CONCRETE MONUMENT BURIED
 QP0689'2 INCHES BELOW GROUND.  NE 1/4 SECTION 16, T 119, R 35.
 QP0689
 QP0689                          STATION RECOVERY (1986)
 QP0689
 QP0689'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDW)
 QP0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6129 ***********************************************************************
 DH6129  DESIGNATION -  16 CDL
 DH6129  PID         -  DH6129
 DH6129  STATE/COUNTY-  MN/MAHNOMEN
 DH6129  COUNTRY     -  US
 DH6129  USGS QUAD   -  NORTH TWIN LAKE (1981)
 DH6129
 DH6129                         *CURRENT SURVEY CONTROL
 DH6129  ______________________________________________________________________
 DH6129* NAD 83(2007) POSITION- 47 15 05.59330(N) 095 37 41.11781(W)   ADJUSTED  
 DH6129* NAD 83(2007) ELLIP HT-   415.016 (meters)        (02/07/08)   ADJUSTED
 DH6129* NAD 83(2007) EPOCH   -  2002.00
 DH6129* NAVD 88 ORTHO HEIGHT -   442.258  (meters)    1450.97  (feet) ADJUSTED  
 DH6129  ______________________________________________________________________
 DH6129  NAD 83(2007) X  -   -425,379.516 (meters)                     COMP
 DH6129  NAD 83(2007) Y  - -4,316,565.487 (meters)                     COMP
 DH6129  NAD 83(2007) Z  -  4,661,097.394 (meters)                     COMP
 DH6129  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC09
 DH6129  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 DH6129  DYNAMIC HEIGHT  -        442.290 (meters)     1451.08  (feet) COMP
 DH6129  MODELED GRAVITY -    980,670.6   (mgal)                       NAVD 88
 DH6129
 DH6129  HORZ ORDER      -  FIRST
 DH6129  VERT ORDER      -  THIRD
 DH6129  ELLP ORDER      -  THIRD     CLASS I
 DH6129
 DH6129.The horizontal coordinates were established by GPS observations
 DH6129.and adjusted by the National Geodetic Survey in February 2008.
 DH6129
 DH6129.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH6129.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH6129
 DH6129.The horizontal coordinates are valid at the epoch date displayed above
 DH6129.which is a decimal equivalence of Year/Month/Day.
 DH6129
 DH6129.The orthometric height was determined by differential leveling and
 DH6129.adjusted in May 2009.
 DH6129
 DH6129.Photographs are available for this station.
 DH6129
 DH6129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6129
 DH6129.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH6129
 DH6129.The ellipsoidal height was determined by GPS observations
 DH6129.and is referenced to NAD 83.
 DH6129
 DH6129.The dynamic height is computed by dividing the NAVD 88
 DH6129.geopotential number by the normal gravity value computed on the
 DH6129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6129.degrees latitude (g = 980.6199 gals.).
 DH6129
 DH6129.The modeled gravity was interpolated from observed gravity values.
 DH6129
 DH6129. The following values were computed from the NAD 83(2007) position.
 DH6129
 DH6129;                    North         East     Units Scale Factor Converg.
 DH6129;SPC MN N     -   186,682.119   608,670.870   MT  0.99995438   -1 52 25.9
 DH6129;SPC MN N     -   612,472.92  1,996,947.68   sFT  0.99995438   -1 52 25.9
 DH6129;UTM  15      - 5,236,469.191   301,143.173   MT  1.00008601   -1 55 50.0
 DH6129
 DH6129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6129!SPC MN N     -   0.99993495  x   0.99995438  =   0.99988934
 DH6129!UTM  15      -   0.99993495  x   1.00008601  =   1.00002096
 DH6129
 DH6129                          SUPERSEDED SURVEY CONTROL
 DH6129
 DH6129  NAD 83(1996)-  47 15 05.59301(N)    095 37 41.11767(W) AD(       ) 1
 DH6129  ELLIP H (03/06/08)  415.030  (m)                       GP(       ) 3 1
 DH6129  NAVD 88 (03/06/08)  442.2    (m)  GEOID03 model used   GPS OBS        
 DH6129
 DH6129.Superseded values are not recommended for survey control.
 DH6129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6129.See file dsdata.txt to determine how the superseded data were derived.
 DH6129
 DH6129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0114336469(NAD 83)
 DH6129
 DH6129_MARKER: DD = SURVEY DISK
 DH6129_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH6129+WITH SETTING: INFORMATION.
 DH6129_STAMPING: 16 CDL 1967
 DH6129_MARK LOGO: USGS  
 DH6129_PROJECTION: FLUSH
 DH6129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6129+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 DH6129_ROD/PIPE-DEPTH:  3.0 meters
 DH6129
 DH6129  HISTORY     - Date     Condition        Report By
 DH6129  HISTORY     - 1967     MONUMENTED       USGS
 DH6129  HISTORY     - 20061128 GOOD             MNDT
 DH6129
 DH6129                          STATION DESCRIPTION
 DH6129
 DH6129'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6129'NAYTAHWAUSH, 0.8 MI. SOUTH OF, T. 144 N., R. 39 W., NEAR THE QUARTER
 DH6129'CORNER BETWEEN SECTIONS 28 AND 33, 221 FT. SW., 88 FT. EAST OF AND 2.5
 DH6129'FT. LOWER THAN CENTER OF RD. AT PRIVATE DRIVE EAST TO KOHLAR TAVERN,
 DH6129'1.5 FT. SOUTH OF A WITNESS POST AND 2.0 FT. WEST OF A TELEPHONE POLE,
 DH6129'ON TOP OF A 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 10 FT. INTO THE
 DH6129'GROUND, A STANDARD TABLET STAMPED 16 CDL 1967, TABLET IS SET FLUSH
 DH6129'WITH THE GROUND AND SURROUNDED BY A 6 INCH TILE.
 DH6129
 DH6129                          STATION RECOVERY (2006)
 DH6129
 DH6129'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6129'1 MILE SOUTH ALONG COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4
 DH6129'AND WHITE EARTH ROUTE 7, 0.4 MILE NORTHEAST OF TWIN LAKES, 221 FEET
 DH6129'SOUTHWEST OF ENTRANCE, 85 FEET SOUTHEAST OF COUNTY ROAD 4, 14.6 FEET
 DH6129'SOUTH-SOUTHWEST OF POWER POLE, 1 FT NORTHEAST OF WITNESS POST.  COPPER
 DH6129'CLAD ROD AND DISK, ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0698 ***********************************************************************
 SK0698  DESIGNATION -  16 CER
 SK0698  PID         -  SK0698
 SK0698  STATE/COUNTY-  MN/CLEARWATER
 SK0698  COUNTRY     -  US
 SK0698  USGS QUAD   -  CLEARBROOK (1969)
 SK0698
 SK0698                         *CURRENT SURVEY CONTROL
 SK0698  ______________________________________________________________________
 SK0698* NAD 83(2007) POSITION- 47 43 46.04268(N) 095 29 43.20234(W)   ADJUSTED  
 SK0698* NAD 83(2007) ELLIP HT-   364.155 (meters)        (02/10/07)   ADJUSTED
 SK0698* NAD 83(2007) EPOCH   -  2002.00
 SK0698* NAVD 88 ORTHO HEIGHT -   391.641  (meters)    1284.91  (feet) ADJUSTED  
 SK0698  ______________________________________________________________________
 SK0698  NAD 83(2007) X  -   -411,622.472 (meters)                     COMP
 SK0698  NAD 83(2007) Y  - -4,278,514.932 (meters)                     COMP
 SK0698  NAD 83(2007) Z  -  4,696,964.889 (meters)                     COMP
 SK0698  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC09
 SK0698  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 SK0698  DYNAMIC HEIGHT  -        391.698 (meters)     1285.10  (feet) COMP
 SK0698  MODELED GRAVITY -    980,747.5   (mgal)                       NAVD 88
 SK0698
 SK0698  VERT ORDER      -  SECOND    CLASS 0
 SK0698
 SK0698  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0698  Type                                         Horiz  Ellip  Dist(km)
 SK0698  -------------------------------------------------------------------
 SK0698  NETWORK                                       0.56   0.57
 SK0698  -------------------------------------------------------------------
 SK0698  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.54   0.52      6.34
 SK0698  -------------------------------------------------------------------
 SK0698  NOTE: Click here for information on individual local accuracy
 SK0698  values and other accuracy information.
 SK0698
 SK0698
 SK0698.The horizontal coordinates were established by GPS observations
 SK0698.and adjusted by the National Geodetic Survey in February 2007.
 SK0698
 SK0698.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0698.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0698
 SK0698.The horizontal coordinates are valid at the epoch date displayed above
 SK0698.which is a decimal equivalence of Year/Month/Day.
 SK0698
 SK0698.The orthometric height was determined by differential leveling and
 SK0698.adjusted in June 1991.
 SK0698
 SK0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0698
 SK0698.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0698
 SK0698.The ellipsoidal height was determined by GPS observations
 SK0698.and is referenced to NAD 83.
 SK0698
 SK0698.The dynamic height is computed by dividing the NAVD 88
 SK0698.geopotential number by the normal gravity value computed on the
 SK0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0698.degrees latitude (g = 980.6199 gals.).
 SK0698
 SK0698.The modeled gravity was interpolated from observed gravity values.
 SK0698
 SK0698. The following values were computed from the NAD 83(2007) position.
 SK0698
 SK0698;                    North         East     Units Scale Factor Converg.
 SK0698;SPC MN N     -   239,465.998   620,360.686   MT  0.99990452   -1 46 31.7
 SK0698;SPC MN N     -   785,648.03  2,035,300.02   sFT  0.99990452   -1 46 31.7
 SK0698;UTM  15      - 5,289,247.007   312,893.746   MT  1.00003022   -1 50 49.3
 SK0698
 SK0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0698!SPC MN N     -   0.99994293  x   0.99990452  =   0.99984745
 SK0698!UTM  15      -   0.99994293  x   1.00003022  =   0.99997315
 SK0698
 SK0698:                Primary Azimuth Mark                     Grid Az
 SK0698:SPC MN N     -  GONVICK                                  054 40 51.6
 SK0698:UTM  15      -  GONVICK                                  054 45 09.2
 SK0698
 SK0698|---------------------------------------------------------------------|
 SK0698| PID    Reference Object                     Distance      Geod. Az  |
 SK0698|                                                           dddmmss.s |
 SK0698| DF7295 GONVICK                             439.796 METERS 0525419.9 |
 SK0698|---------------------------------------------------------------------|
 SK0698
 SK0698                          SUPERSEDED SURVEY CONTROL
 SK0698
 SK0698  NAD 83(1996)-  47 43 46.04264(N)    095 29 43.20220(W) AD(       ) 1
 SK0698  ELLIP H (08/20/03)  364.157  (m)                       GP(       ) 3 2
 SK0698  NAVD 88 (08/20/03)  391.64   (m)         1284.9    (f) LEVELING    3  
 SK0698
 SK0698.Superseded values are not recommended for survey control.
 SK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0698.See file dsdata.txt to determine how the superseded data were derived.
 SK0698
 SK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1289389247(NAD 83)
 SK0698
 SK0698_MARKER: DD = SURVEY DISK
 SK0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0698_SP_SET: COPPER-CLAD STEEL ROD
 SK0698_STAMPING: 16 CER 1967 1284
 SK0698_MARK LOGO: MNDT  
 SK0698_PROJECTION: FLUSH
 SK0698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0698+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0698_ROD/PIPE-DEPTH:  4.6 meters
 SK0698
 SK0698  HISTORY     - Date     Condition        Report By
 SK0698  HISTORY     - 1967     MONUMENTED       MNDT
 SK0698  HISTORY     - 20020401 GOOD             MNDT
 SK0698  HISTORY     - 20020827 GOOD             MNDT
 SK0698
 SK0698                          STATION DESCRIPTION
 SK0698
 SK0698'DESCRIBED BY MN DEPT OF TRANSP 1967
 SK0698'1.6 KM (1.00 MI) SE FROM GONVICK.
 SK0698'GONVICK, CLEARWATER CO., 0.5 MI SOUTH AND 1.0 MI EAST OF, T. 149 N.,
 SK0698'R. 38 W., NEAR NORTH 1/16 CORNER OF SECTIONS 14 AND 15, 170 FT NORTH,
 SK0698'42 FT WEST OF CROSSROADS AND 2.4 FT LOWER THAN, 44 FT NORTH OF
 SK0698'RAILROAD TRACKS, 5.5 FT SOUTH OF RIGHT OF WAY FENCE, ON TOP OF A
 SK0698'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET
 SK0698'STAMPED 16 CER 1967.
 SK0698
 SK0698                          STATION RECOVERY (2002)
 SK0698
 SK0698'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0698'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.7 MI SOUTH AND
 SK0698'1.0 MI EAST OF GONVICK, 1.05 MI SE ALONG TH 92 FROM J CT OF CO  RD 7
 SK0698'AND TH 92 IN GONVICK, AT TH 92 MP 40.5, 144 FT NE OF TH  92, 40 FT
 SK0698'WEST     OF RD, 44 FT NE OF RR TRACKS, 14 FT SW OF P-POLE, 9.7 FT WSW
 SK0698'OF CABLE MARKER,   1.3 FT SSW OF WIT POST, FLUSH, MAGNETIC,  SUITABLE
 SK0698'FOR GPS
 SK0698
 SK0698                          STATION RECOVERY (2002)
 SK0698
 SK0698'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0698'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SK0698'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0700 ***********************************************************************
 SK0700  DESIGNATION -  16 CER A TBM
 SK0700  PID         -  SK0700
 SK0700  STATE/COUNTY-  MN/CLEARWATER
 SK0700  COUNTRY     -  US
 SK0700  USGS QUAD   -  GONVICK (1969)
 SK0700
 SK0700                         *CURRENT SURVEY CONTROL
 SK0700  ______________________________________________________________________
 SK0700* NAD 83(1986) POSITION- 47 44 30.     (N) 095 30 56.     (W)   SCALED    
 SK0700* NAVD 88 ORTHO HEIGHT -   387.596  (meters)    1271.64  (feet) ADJUSTED  
 SK0700  ______________________________________________________________________
 SK0700  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 SK0700  DYNAMIC HEIGHT  -        387.654 (meters)     1271.83  (feet) COMP
 SK0700  MODELED GRAVITY -    980,750.3   (mgal)                       NAVD 88
 SK0700
 SK0700  VERT ORDER      -  SECOND    CLASS 0
 SK0700
 SK0700.The horizontal coordinates were scaled from a topographic map and have
 SK0700.an estimated accuracy of +/- 6 seconds.
 SK0700.
 SK0700.The orthometric height was determined by differential leveling and
 SK0700.adjusted in June 1991.
 SK0700
 SK0700.The dynamic height is computed by dividing the NAVD 88
 SK0700.geopotential number by the normal gravity value computed on the
 SK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0700.degrees latitude (g = 980.6199 gals.).
 SK0700
 SK0700.The modeled gravity was interpolated from observed gravity values.
 SK0700
 SK0700;                    North         East    Units  Estimated Accuracy
 SK0700;SPC MN N     -   240,870.      618,890.      MT  (+/- 180 meters Scaled)
 SK0700
 SK0700                          SUPERSEDED SURVEY CONTROL
 SK0700
 SK0700.No superseded survey control is available for this station.
 SK0700
 SK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN114906(NAD 83)
 SK0700
 SK0700_MARKER: N = NAIL
 SK0700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0700_SP_SET: CENTERLINE OF HWY.
 SK0700_STAMPING: 16 CER A TBM
 SK0700_MARK LOGO: USGS  
 SK0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0700
 SK0700  HISTORY     - Date     Condition        Report By
 SK0700  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0700
 SK0700                          STATION DESCRIPTION
 SK0700
 SK0700'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0700'IN GONVICK.
 SK0700'TBM 16 A, 1.1 MI WEST OF TABLET, ALONG STATE HWY. 92, AT A CROSSROADS,
 SK0700'IN CENTER OF ASPHALT HWY. AT A NORTH-SOUTH CROSSING, A COPPER NAIL
 SK0700'AND WASHER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0699 ***********************************************************************
 SK0699  DESIGNATION -  16 CER RM
 SK0699  PID         -  SK0699
 SK0699  STATE/COUNTY-  MN/CLEARWATER
 SK0699  COUNTRY     -  US
 SK0699  USGS QUAD   -  CLEARBROOK (1969)
 SK0699
 SK0699                         *CURRENT SURVEY CONTROL
 SK0699  ______________________________________________________________________
 SK0699* NAD 83(1986) POSITION- 47 43 48.     (N) 095 29 50.     (W)   SCALED    
 SK0699* NAVD 88 ORTHO HEIGHT -   391.229  (meters)    1283.56  (feet) ADJUSTED  
 SK0699  ______________________________________________________________________
 SK0699  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 SK0699  DYNAMIC HEIGHT  -        391.287 (meters)     1283.75  (feet) COMP
 SK0699  MODELED GRAVITY -    980,747.7   (mgal)                       NAVD 88
 SK0699
 SK0699  VERT ORDER      -  SECOND    CLASS 0
 SK0699
 SK0699.The horizontal coordinates were scaled from a topographic map and have
 SK0699.an estimated accuracy of +/- 6 seconds.
 SK0699.
 SK0699.The orthometric height was determined by differential leveling and
 SK0699.adjusted in June 1991.
 SK0699
 SK0699.The dynamic height is computed by dividing the NAVD 88
 SK0699.geopotential number by the normal gravity value computed on the
 SK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0699.degrees latitude (g = 980.6199 gals.).
 SK0699
 SK0699.The modeled gravity was interpolated from observed gravity values.
 SK0699
 SK0699;                    North         East    Units  Estimated Accuracy
 SK0699;SPC MN N     -   239,530.      620,220.      MT  (+/- 180 meters Scaled)
 SK0699
 SK0699                          SUPERSEDED SURVEY CONTROL
 SK0699
 SK0699.No superseded survey control is available for this station.
 SK0699
 SK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN127893(NAD 83)
 SK0699
 SK0699_MARKER: Q = CHISELED SQUARE
 SK0699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0699_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0699_STAMPING: 16 CER RM
 SK0699_MARK LOGO: NONE  
 SK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0699+STABILITY: SURFACE MOTION
 SK0699
 SK0699  HISTORY     - Date     Condition        Report By
 SK0699  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0699
 SK0699                          STATION DESCRIPTION
 SK0699
 SK0699'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0699'1.4 KM (0.90 MI) SE FROM GONVICK.
 SK0699'REFERENCE MARK, 542 FT WEST OF TABLET, 650 FT NW. AND FT NE. OF
 SK0699'CROSSROADS, 67 FT SW. OF RAILROAD TRACKS, ON NORTH END OF A 36 IN.
 SK0699'CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0649 ***********************************************************************
 SK0649  DESIGNATION -  16 CLC
 SK0649  PID         -  SK0649
 SK0649  STATE/COUNTY-  MN/POLK
 SK0649  COUNTRY     -  US
 SK0649  USGS QUAD   -  OKLEE SW (1971)
 SK0649
 SK0649                         *CURRENT SURVEY CONTROL
 SK0649  ______________________________________________________________________
 SK0649* NAD 83(1986) POSITION- 47 45 34.     (N) 095 52 48.     (W)   SCALED    
 SK0649* NAVD 88 ORTHO HEIGHT -   359.601  (meters)    1179.79  (feet) ADJUSTED  
 SK0649  ______________________________________________________________________
 SK0649  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 SK0649  DYNAMIC HEIGHT  -        359.659 (meters)     1179.98  (feet) COMP
 SK0649  MODELED GRAVITY -    980,763.4   (mgal)                       NAVD 88
 SK0649
 SK0649  VERT ORDER      -  THIRD
 SK0649
 SK0649.The horizontal coordinates were scaled from a topographic map and have
 SK0649.an estimated accuracy of +/- 6 seconds.
 SK0649.
 SK0649.The orthometric height was determined by differential leveling and
 SK0649.adjusted in June 1991.
 SK0649
 SK0649.The dynamic height is computed by dividing the NAVD 88
 SK0649.geopotential number by the normal gravity value computed on the
 SK0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0649.degrees latitude (g = 980.6199 gals.).
 SK0649
 SK0649.The modeled gravity was interpolated from observed gravity values.
 SK0649
 SK0649;                    North         East    Units  Estimated Accuracy
 SK0649;SPC MN N     -   243,760.      591,640.      MT  (+/- 180 meters Scaled)
 SK0649
 SK0649                          SUPERSEDED SURVEY CONTROL
 SK0649
 SK0649.No superseded survey control is available for this station.
 SK0649
 SK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN841935(NAD 83)
 SK0649
 SK0649_MARKER: DB = BENCH MARK DISK
 SK0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0649_SP_SET: COPPER-CLAD STEEL ROD
 SK0649_STAMPING: 16 CLC 1967
 SK0649_MARK LOGO: USGS  
 SK0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0649
 SK0649  HISTORY     - Date     Condition        Report By
 SK0649  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0649
 SK0649                          STATION DESCRIPTION
 SK0649
 SK0649'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0649'14.0 KM (8.70 MI) NORTH FROM MCINTOSH.
 SK0649'MCINTOSH, 8.7 MI NORTH OF, NEAR THE NW. CORNER OF SECTION 3, T. 149
 SK0649'N., R. 41 W., 571 FT SOUTH, 55 FT EAST OF THE POLK AND RED LAKE
 SK0649'COUNTY LINE, TABLET IS 5.7 FT LOWER THAN HWY. AT THE SW. CORNER OF A
 SK0649'LARGE SWAMP, TABLET IS CRIMPED ON A COPPER COATED STEEL ROD DRIVEN TO
 SK0649'A DEPTH OF 30 FT, 1 FT WEST OF A WITNESS SIGN, TABLET SET 3 INCHES
 SK0649'BELOW THE TOP OF THE GROUND, A STANDARD TABLET STAMPED 16 CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0651 ***********************************************************************
 SK0651  DESIGNATION -  16 CLC A TBM
 SK0651  PID         -  SK0651
 SK0651  STATE/COUNTY-  MN/RED LAKE
 SK0651  COUNTRY     -  US
 SK0651  USGS QUAD   -  OKLEE SW (1971)
 SK0651
 SK0651                         *CURRENT SURVEY CONTROL
 SK0651  ______________________________________________________________________
 SK0651* NAD 83(1986) POSITION- 47 46 30.     (N) 095 52 46.     (W)   SCALED    
 SK0651* NAVD 88 ORTHO HEIGHT -   359.445  (meters)    1179.28  (feet) ADJUSTED  
 SK0651  ______________________________________________________________________
 SK0651  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 SK0651  DYNAMIC HEIGHT  -        359.505 (meters)     1179.48  (feet) COMP
 SK0651  MODELED GRAVITY -    980,768.1   (mgal)                       NAVD 88
 SK0651
 SK0651  VERT ORDER      -  THIRD
 SK0651
 SK0651.The horizontal coordinates were scaled from a topographic map and have
 SK0651.an estimated accuracy of +/- 6 seconds.
 SK0651.
 SK0651.The orthometric height was determined by differential leveling and
 SK0651.adjusted in June 1991.
 SK0651
 SK0651.The dynamic height is computed by dividing the NAVD 88
 SK0651.geopotential number by the normal gravity value computed on the
 SK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0651.degrees latitude (g = 980.6199 gals.).
 SK0651
 SK0651.The modeled gravity was interpolated from observed gravity values.
 SK0651
 SK0651;                    North         East    Units  Estimated Accuracy
 SK0651;SPC MN N     -   245,490.      591,750.      MT  (+/- 180 meters Scaled)
 SK0651
 SK0651                          SUPERSEDED SURVEY CONTROL
 SK0651
 SK0651.No superseded survey control is available for this station.
 SK0651
 SK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN842953(NAD 83)
 SK0651
 SK0651_MARKER: Q = CHISELED SQUARE
 SK0651_SETTING: 80 = SET IN A BOULDER
 SK0651_SP_SET: BOULDER
 SK0651_MARK LOGO: USGS  
 SK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0651+STABILITY: SURFACE MOTION
 SK0651
 SK0651  HISTORY     - Date     Condition        Report By
 SK0651  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0651
 SK0651                          STATION DESCRIPTION
 SK0651
 SK0651'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0651'15.4 KM (9.60 MI) NORTH FROM MCINTOSH.
 SK0651'TBM 16 CLC A, 0.9 MI NORTH ALONG CO. HWY 8 FROM TABLET, NEAR THE
 SK0651'CENTER OF A LARGE CURVE, NEAR THE CENTER OF A LARGE RECTANGLE, AT THE
 SK0651'NORTH END OF A SMALL POND, 0.5 FT LOWER THAN HWY., IN THE CENTER OF A
 SK0651'SMALL BOULDER, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0650 ***********************************************************************
 SK0650  DESIGNATION -  16 CLC RM
 SK0650  PID         -  SK0650
 SK0650  STATE/COUNTY-  MN/RED LAKE
 SK0650  COUNTRY     -  US
 SK0650  USGS QUAD   -  OKLEE SW (1971)
 SK0650
 SK0650                         *CURRENT SURVEY CONTROL
 SK0650  ______________________________________________________________________
 SK0650* NAD 83(1986) POSITION- 47 45 41.     (N) 095 52 49.     (W)   SCALED    
 SK0650* NAVD 88 ORTHO HEIGHT -   359.581  (meters)    1179.73  (feet) ADJUSTED  
 SK0650  ______________________________________________________________________
 SK0650  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 SK0650  DYNAMIC HEIGHT  -        359.640 (meters)     1179.92  (feet) COMP
 SK0650  MODELED GRAVITY -    980,763.9   (mgal)                       NAVD 88
 SK0650
 SK0650  VERT ORDER      -  THIRD
 SK0650
 SK0650.The horizontal coordinates were scaled from a topographic map and have
 SK0650.an estimated accuracy of +/- 6 seconds.
 SK0650.
 SK0650.The orthometric height was determined by differential leveling and
 SK0650.adjusted in June 1991.
 SK0650
 SK0650.The dynamic height is computed by dividing the NAVD 88
 SK0650.geopotential number by the normal gravity value computed on the
 SK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0650.degrees latitude (g = 980.6199 gals.).
 SK0650
 SK0650.The modeled gravity was interpolated from observed gravity values.
 SK0650
 SK0650;                    North         East    Units  Estimated Accuracy
 SK0650;SPC MN N     -   243,980.      591,630.      MT  (+/- 180 meters Scaled)
 SK0650
 SK0650                          SUPERSEDED SURVEY CONTROL
 SK0650
 SK0650.No superseded survey control is available for this station.
 SK0650
 SK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN841937(NAD 83)
 SK0650
 SK0650_MARKER: Z = SEE DESCRIPTION
 SK0650_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0650_SP_SET: IN TOP OF METAL CULVERT
 SK0650_MARK LOGO: USGS  
 SK0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0650
 SK0650  HISTORY     - Date     Condition        Report By
 SK0650  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0650
 SK0650                          STATION DESCRIPTION
 SK0650
 SK0650'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0650'14.0 KM (8.70 MI) NORTH FROM MCINTOSH.
 SK0650'REFERENCE MARK, 728 FT NORTH, 80 FT WEST OF TABLET, 157 FT NORTH, 25
 SK0650'FT WEST AND 4.2 FT LOWER THAN THE RED LAKE AND POLK COUNTY LINE, ON
 SK0650'THE WEST END OF A METAL CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0915 ***********************************************************************
 QO0915  DESIGNATION -  16 DAW
 QO0915  PID         -  QO0915
 QO0915  STATE/COUNTY-  MN/SHERBURNE
 QO0915  COUNTRY     -  US
 QO0915  USGS QUAD   -  MONTICELLO (1991)
 QO0915
 QO0915                         *CURRENT SURVEY CONTROL
 QO0915  ______________________________________________________________________
 QO0915* NAD 83(1986) POSITION- 45 21 02.16   (N) 093 52 15.44   (W)   HD_HELD1  
 QO0915* NAVD 88 ORTHO HEIGHT -   289.246  (meters)     948.97  (feet) ADJUSTED  
 QO0915  ______________________________________________________________________
 QO0915  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 QO0915  DYNAMIC HEIGHT  -        289.230 (meters)      948.92  (feet) COMP
 QO0915  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 QO0915
 QO0915  VERT ORDER      -  FIRST     CLASS I
 QO0915
 QO0915.The horizontal coordinates were established by differentially corrected
 QO0915.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0915.
 QO0915.The orthometric height was determined by differential leveling and
 QO0915.adjusted in June 1991.
 QO0915
 QO0915.Photographs are available for this station.
 QO0915
 QO0915.The dynamic height is computed by dividing the NAVD 88
 QO0915.geopotential number by the normal gravity value computed on the
 QO0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0915.degrees latitude (g = 980.6199 gals.).
 QO0915
 QO0915.The modeled gravity was interpolated from observed gravity values.
 QO0915
 QO0915;                    North         East    Units  Estimated Accuracy
 QO0915;SPC MN S     -   361,198.5     810,112.8     MT  (+/- 3 meters HH1 GPS) 
 QO0915
 QO0915                          SUPERSEDED SURVEY CONTROL
 QO0915
 QO0915  NGVD 29 (??/??/92)  289.114  (m)          948.53   (f) ADJ UNCH    1 1
 QO0915
 QO0915.Superseded values are not recommended for survey control.
 QO0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0915.See file dsdata.txt to determine how the superseded data were derived.
 QO0915
 QO0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3177522267(NAD 83)
 QO0915
 QO0915_MARKER: DD = SURVEY DISK
 QO0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0915_STAMPING: 16 DAW 948 1958
 QO0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0915+STABILITY: SURFACE MOTION
 QO0915
 QO0915  HISTORY     - Date     Condition        Report By
 QO0915  HISTORY     - 1958     MONUMENTED       USGS
 QO0915  HISTORY     - 1970     GOOD             NGS
 QO0915
 QO0915                          STATION DESCRIPTION
 QO0915
 QO0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0915'5.85 MI NW FROM MONTICELLO.
 QO0915'ABOUT 0.05 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST
 QO0915'END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO,
 QO0915'THENCE 2.9 MILES NORTHWEST ALONG COUNTY ROAD 11, THENCE 2.9 MILES
 QO0915'NORTHWEST ALONG A GRAVELED ROAD, 34 FEET WEST OF THE CENTER LINE OF
 QO0915'THE ROAD, 2 FEET SOUTHWEST OF POWER POLE NUMBER 596, 1.9 FEET NORTH OF
 QO0915'A CORNER FENCE POST, 1.9 FEET EAST OF A METAL WITNESS POST, AND SET IN
 QO0915'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.  SECTION 18, T
 QO0915'33N, R 28W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8092 ***********************************************************************
 DM8092  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8092  DESIGNATION -  16 DLS
 DM8092  PID         -  DM8092
 DM8092  STATE/COUNTY-  MN/ITASCA
 DM8092  COUNTRY     -  US
 DM8092  USGS QUAD   -  DORA LAKE (1996)
 DM8092
 DM8092                         *CURRENT SURVEY CONTROL
 DM8092  ______________________________________________________________________
 DM8092* NAD 83(2007) POSITION- 47 39 10.42577(N) 094 03 55.68419(W)   ADJUSTED  
 DM8092* NAD 83(2007) ELLIP HT-   382.775 (meters)        (06/13/11)   ADJUSTED
 DM8092* NAD 83(2007) EPOCH   -  2002.00
 DM8092* NAVD 88 ORTHO HEIGHT -   411.35   (meters)    1349.6   (feet) GPS OBS   
 DM8092  ______________________________________________________________________
 DM8092  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 DM8092  NAD 83(2007) X  -   -305,178.523 (meters)                     COMP
 DM8092  NAD 83(2007) Y  - -4,293,746.121 (meters)                     COMP
 DM8092  NAD 83(2007) Z  -  4,691,248.471 (meters)                     COMP
 DM8092  LAPLACE CORR    -         -3.67  (seconds)                    DEFLEC09
 DM8092  HORZ ORDER      -  FIRST
 DM8092  ELLP ORDER      -  FOURTH    CLASS I
 DM8092
 DM8092.The horizontal coordinates were established by GPS observations
 DM8092.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8092
 DM8092.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8092.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8092
 DM8092.The horizontal coordinates are valid at the epoch date displayed above
 DM8092.which is a decimal equivalence of Year/Month/Day.
 DM8092
 DM8092.The orthometric height was determined by GPS observations and a
 DM8092.high-resolution geoid model using precise GPS observation and
 DM8092.processing techniques.
 DM8092
 DM8092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8092
 DM8092.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8092
 DM8092.The ellipsoidal height was determined by GPS observations
 DM8092.and is referenced to NAD 83.
 DM8092
 DM8092. The following values were computed from the NAD 83(2007) position.
 DM8092
 DM8092;                    North         East     Units Scale Factor Converg.
 DM8092;SPC MN N     -   228,623.869   727,478.227   MT  0.99990787   -0 42 56.2
 DM8092;SPC MN N     -   750,076.81  2,386,734.82   sFT  0.99990787   -0 42 56.2
 DM8092;UTM  15      - 5,278,272.088   419,989.641   MT  0.99967867   -0 47 15.0
 DM8092
 DM8092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8092!SPC MN N     -   0.99994001  x   0.99990787  =   0.99984788
 DM8092!UTM  15      -   0.99994001  x   0.99967867  =   0.99961870
 DM8092
 DM8092                          SUPERSEDED SURVEY CONTROL
 DM8092
 DM8092.No superseded survey control is available for this station.
 DM8092
 DM8092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1998978272(NAD 83)
 DM8092
 DM8092_MARKER: DD = SURVEY DISK
 DM8092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8092_STAMPING: 16 DLS 1969
 DM8092_MARK LOGO: USGS  
 DM8092_PROJECTION: PROJECTING 5 CENTIMETERS
 DM8092_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM8092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8092+STABILITY: SURFACE MOTION
 DM8092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8092+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DM8092
 DM8092  HISTORY     - Date     Condition        Report By
 DM8092  HISTORY     - 19690401 MONUMENTED       USGS
 DM8092  HISTORY     - 20091028 GOOD             MNDT
 DM8092
 DM8092                          STATION DESCRIPTION
 DM8092
 DM8092'DESCRIBED BY MN DEPT OF TRANSP 2009 (CNF)
 DM8092'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8092'THE MARK IS 2.7 MILES NORTH OF MAX, ON COUNTY ROAD 4, 60 FEET NORTH
 DM8092'AND 53 FEET EAST OF JUNCTION OF COUNTY ROAD 4 AND COUNTY ROAD 126, 3.0
 DM8092'FEET WEST OF TREATED 8 INCH POST THAT STANDS 7 FEET HIGH, 3.0 FEET
 DM8092'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1363 ***********************************************************************
 PQ1363  DESIGNATION -  16 DWB
 PQ1363  PID         -  PQ1363
 PQ1363  STATE/COUNTY-  MN/MURRAY
 PQ1363  COUNTRY     -  US
 PQ1363  USGS QUAD   -  TRACY WEST (1980)
 PQ1363
 PQ1363                         *CURRENT SURVEY CONTROL
 PQ1363  ______________________________________________________________________
 PQ1363* NAD 83(1986) POSITION- 44 09 09.     (N) 095 44 34.     (W)   SCALED    
 PQ1363* NAVD 88 ORTHO HEIGHT -   471.099  (meters)    1545.60  (feet) ADJUSTED  
 PQ1363  ______________________________________________________________________
 PQ1363  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 PQ1363  DYNAMIC HEIGHT  -        471.002 (meters)     1545.28  (feet) COMP
 PQ1363  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 PQ1363
 PQ1363  VERT ORDER      -  SECOND    CLASS I
 PQ1363
 PQ1363.The horizontal coordinates were scaled from a topographic map and have
 PQ1363.an estimated accuracy of +/- 6 seconds.
 PQ1363.
 PQ1363.The orthometric height was determined by differential leveling and
 PQ1363.adjusted in June 1995.
 PQ1363
 PQ1363.The dynamic height is computed by dividing the NAVD 88
 PQ1363.geopotential number by the normal gravity value computed on the
 PQ1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1363.degrees latitude (g = 980.6199 gals.).
 PQ1363
 PQ1363.The modeled gravity was interpolated from observed gravity values.
 PQ1363
 PQ1363;                    North         East    Units  Estimated Accuracy
 PQ1363;SPC MN S     -   229,540.      660,600.      MT  (+/- 180 meters Scaled)
 PQ1363
 PQ1363                          SUPERSEDED SURVEY CONTROL
 PQ1363
 PQ1363.No superseded survey control is available for this station.
 PQ1363
 PQ1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ806924(NAD 83)
 PQ1363
 PQ1363_MARKER: DB = BENCH MARK DISK
 PQ1363_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1363_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1363_STAMPING: 16 DWB 1965 1545
 PQ1363_MARK LOGO: USGS  
 PQ1363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1363+STABILITY: SURFACE MOTION
 PQ1363
 PQ1363  HISTORY     - Date     Condition        Report By
 PQ1363  HISTORY     - 1965     MONUMENTED       USGS
 PQ1363  HISTORY     - 19870824 GOOD             MNDT
 PQ1363
 PQ1363                          STATION DESCRIPTION
 PQ1363
 PQ1363'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1363'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1363'OF GARVIN, IN THE NW 1/4 OF SECTION 23, T108N, R41W, IN THE SOUTHEAST
 PQ1363'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST
 PQ1363'GRAVEL ROAD, ABOUT 500 FT (152.4 M) EAST OF THE EAST SHORE OF LAKE
 PQ1363'SARAH, 4.75 MI (7.64 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE
 PQ1363'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY IN GARVIN.  THE
 PQ1363'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---16 DWB 1965 1545---,
 PQ1363'IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS BURIED 0.2 FT
 PQ1363'(6.1 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1 FT (0.3 M)
 PQ1363'BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 220 FT (67.1 M) EAST
 PQ1363'OF THE CENTERLINE OF TRUNK HIGWAY 59 AT MILEPOINT 52.35, 31 FT
 PQ1363'(9.4 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, OPPOSITE A FARM
 PQ1363'ENTRANCE TO THE NORTH , AND 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS
 PQ1363'POST. STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK
 PQ1363'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8469 ***********************************************************************
 DG8469  DESIGNATION -  16 DWE
 DG8469  PID         -  DG8469
 DG8469  STATE/COUNTY-  MN/NORMAN
 DG8469  COUNTRY     -  US
 DG8469  USGS QUAD   -  WAUKON (1965)
 DG8469
 DG8469                         *CURRENT SURVEY CONTROL
 DG8469  ______________________________________________________________________
 DG8469* NAD 83(2007) POSITION- 47 15 09.87084(N) 096 14 43.24267(W)   ADJUSTED  
 DG8469* NAD 83(2007) ELLIP HT-   310.547 (meters)        (02/10/07)   ADJUSTED
 DG8469* NAD 83(2007) EPOCH   -  2002.00
 DG8469* NAVD 88 ORTHO HEIGHT -   337.3    (meters)    1107.    (feet) GPS OBS   
 DG8469  ______________________________________________________________________
 DG8469  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG8469  GEOID HEIGHT    -        -26.70  (meters)                     GEOID03
 DG8469  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DG8469  NAD 83(2007) X  -   -471,838.738 (meters)                     COMP
 DG8469  NAD 83(2007) Y  - -4,311,565.475 (meters)                     COMP
 DG8469  NAD 83(2007) Z  -  4,661,110.348 (meters)                     COMP
 DG8469  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC09
 DG8469
 DG8469  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8469  Type                                         Horiz  Ellip  Dist(km)
 DG8469  -------------------------------------------------------------------
 DG8469  NETWORK                                       0.66   0.74
 DG8469  -------------------------------------------------------------------
 DG8469  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.45   0.50      2.30
 DG8469  -------------------------------------------------------------------
 DG8469  NOTE: Click here for information on individual local accuracy
 DG8469  values and other accuracy information.
 DG8469
 DG8469
 DG8469.The horizontal coordinates were established by GPS observations
 DG8469.and adjusted by the National Geodetic Survey in February 2007.
 DG8469
 DG8469.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8469.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8469
 DG8469.The horizontal coordinates are valid at the epoch date displayed above
 DG8469.which is a decimal equivalence of Year/Month/Day.
 DG8469
 DG8469.The orthometric height was determined by GPS observations and a
 DG8469.high-resolution geoid model.
 DG8469
 DG8469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8469
 DG8469.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8469
 DG8469.The ellipsoidal height was determined by GPS observations
 DG8469.and is referenced to NAD 83.
 DG8469
 DG8469. The following values were computed from the NAD 83(2007) position.
 DG8469
 DG8469;                    North         East     Units Scale Factor Converg.
 DG8469;SPC MN N     -   188,528.352   561,984.662   MT  0.99995417   -2 19 53.0
 DG8469;SPC MN N     -   618,530.10  1,843,778.01   sFT  0.99995417   -2 19 53.0
 DG8469;UTM  14      - 5,236,931.797   708,428.380   MT  1.00013393   +2 01 25.0
 DG8469
 DG8469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8469!SPC MN N     -   0.99995133  x   0.99995417  =   0.99990550
 DG8469!UTM  14      -   0.99995133  x   1.00013393  =   1.00008525
 DG8469
 DG8469                          SUPERSEDED SURVEY CONTROL
 DG8469
 DG8469  NAD 83(1996)-  47 15 09.87049(N)    096 14 43.24258(W) AD(       ) 1
 DG8469  ELLIP H (11/24/04)  310.558  (m)                       GP(       ) 3 2
 DG8469
 DG8469.Superseded values are not recommended for survey control.
 DG8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8469.See file dsdata.txt to determine how the superseded data were derived.
 DG8469
 DG8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0842836931(NAD 83)
 DG8469
 DG8469_MARKER: Z = SEE DESCRIPTION
 DG8469_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG8469_STAMPING: 16 DWE 1963 1106
 DG8469_MARK LOGO: USGS  
 DG8469_PROJECTION: PROJECTING 13 CENTIMETERS
 DG8469_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8469+STABILITY: SURFACE MOTION
 DG8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8469+SATELLITE: SATELLITE OBSERVATIONS - 1963
 DG8469
 DG8469  HISTORY     - Date     Condition        Report By
 DG8469  HISTORY     - 1963     MONUMENTED       USGS
 DG8469
 DG8469                          STATION DESCRIPTION
 DG8469
 DG8469'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DG8469'1.0 MILES SOUTHEAST OF TWIN VALLEY, GO 0.30 MILES EAST ON COUNTY ROAD
 DG8469'31 AND COUNTY ROAD 29 FROM THE JUNCTION OF COUNTY ROAD 29 (COUNTY ROAD
 DG8469'31) AND TRUNK HIGHWAY 32, TO TRUNK HIGHWAY 32 MILEPOINT 42.0, THENCE
 DG8469'0.70 MILES SOUTHEAST ON COUNTY ROAD 31, 38 FEET NORTH OF 170 AVENUE,
 DG8469'125 FEET NORTHEAST OF BITUMINOUS ROAD (COUNTY ROAD 31) AT FARM ROAD
 DG8469'EAST, 1.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7705 ***********************************************************************
 DK7705  DESIGNATION -  16 ERS
 DK7705  PID         -  DK7705
 DK7705  STATE/COUNTY-  MN/WILKIN
 DK7705  COUNTRY     -  US
 DK7705  USGS QUAD   -  BARNESVILLE SW (1981)
 DK7705
 DK7705                         *CURRENT SURVEY CONTROL
 DK7705  ______________________________________________________________________
 DK7705* NAD 83(1986) POSITION- 46 36 58.     (N) 096 24 19.     (W)   SCALED    
 DK7705* NAVD 88 ORTHO HEIGHT -   314.833  (meters)    1032.91  (feet) ADJUSTED  
 DK7705  ______________________________________________________________________
 DK7705  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DK7705  DYNAMIC HEIGHT  -        314.854 (meters)     1032.98  (feet) COMP
 DK7705  MODELED GRAVITY -    980,672.9   (mgal)                       NAVD 88
 DK7705
 DK7705  VERT ORDER      -  SECOND    CLASS I
 DK7705
 DK7705.The horizontal coordinates were scaled from a topographic map and have
 DK7705.an estimated accuracy of +/- 6 seconds.
 DK7705.
 DK7705.The orthometric height was determined by differential leveling and
 DK7705.adjusted in April 2009.
 DK7705
 DK7705.The dynamic height is computed by dividing the NAVD 88
 DK7705.geopotential number by the normal gravity value computed on the
 DK7705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7705.degrees latitude (g = 980.6199 gals.).
 DK7705
 DK7705.The modeled gravity was interpolated from observed gravity values.
 DK7705
 DK7705;                    North         East    Units  Estimated Accuracy
 DK7705;SPC MN C     -   281,870.      634,940.      MT  (+/- 180 meters Scaled)
 DK7705
 DK7705                          SUPERSEDED SURVEY CONTROL
 DK7705
 DK7705.No superseded survey control is available for this station.
 DK7705
 DK7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS986657(NAD 83)
 DK7705
 DK7705_MARKER: DB = BENCH MARK DISK
 DK7705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7705_STAMPING: 16 ERS 1950 TT
 DK7705_MARK LOGO: USGS  
 DK7705_PROJECTION: FLUSH
 DK7705_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7705+STABILITY: SURFACE MOTION
 DK7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7705+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2005
 DK7705
 DK7705  HISTORY     - Date     Condition        Report By
 DK7705  HISTORY     - 1950     MONUMENTED       USGS
 DK7705  HISTORY     - 20050429 GOOD             MNDT
 DK7705
 DK7705                          STATION DESCRIPTION
 DK7705
 DK7705'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7705'THE MARK IS 4.6 MI (7.4 KM) NORTHWEST ALONG COUNTY ROAD 52 FROM THE
 DK7705'JUNCTION OF COUNTY ROAD 52 AND COUNTY ROAD 30 IN LAWNDALE, 94 FT (28.7
 DK7705'M) (28.7 M) SOUTH OF EAST-WEST SECTION LINE ROAD, 60 FT (18.3 M) WEST
 DK7705'OF RAILROAD TRACKS, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2326 ***********************************************************************
 DL2326  DESIGNATION -  16 HEH
 DL2326  PID         -  DL2326
 DL2326  STATE/COUNTY-  MN/ROSEAU
 DL2326  COUNTRY     -  US
 DL2326  USGS QUAD   -  LEO (1985)
 DL2326
 DL2326                         *CURRENT SURVEY CONTROL
 DL2326  ______________________________________________________________________
 DL2326* NAD 83(2007) POSITION- 48 50 57.72169(N) 096 18 58.05396(W)   ADJUSTED  
 DL2326* NAD 83(2007) ELLIP HT-   283.442 (meters)        (04/01/09)   ADJUSTED
 DL2326* NAD 83(2007) EPOCH   -  2002.00
 DL2326* NAVD 88 ORTHO HEIGHT -   310.9    (meters)    1020.    (feet) GPS OBS   
 DL2326  ______________________________________________________________________
 DL2326  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2326  GEOID HEIGHT    -        -27.48  (meters)                     GEOID03
 DL2326  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DL2326  NAD 83(2007) X  -   -462,636.585 (meters)                     COMP
 DL2326  NAD 83(2007) Y  - -4,179,723.868 (meters)                     COMP
 DL2326  NAD 83(2007) Z  -  4,779,765.515 (meters)                     COMP
 DL2326  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC09
 DL2326  HORZ ORDER      -  FIRST
 DL2326  ELLP ORDER      -  FOURTH    CLASS I
 DL2326
 DL2326.The horizontal coordinates were established by GPS observations
 DL2326.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2326
 DL2326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2326.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2326
 DL2326.The horizontal coordinates are valid at the epoch date displayed above
 DL2326.which is a decimal equivalence of Year/Month/Day.
 DL2326
 DL2326.The orthometric height was determined by GPS observations and a
 DL2326.high-resolution geoid model.
 DL2326
 DL2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2326
 DL2326.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2326
 DL2326.The ellipsoidal height was determined by GPS observations
 DL2326.and is referenced to NAD 83.
 DL2326
 DL2326. The following values were computed from the NAD 83(2007) position.
 DL2326
 DL2326;                    North         East     Units Scale Factor Converg.
 DL2326;SPC MN N     -   366,115.722   564,015.383   MT  1.00005998   -2 23 01.9
 DL2326;SPC MN N     - 1,201,164.66  1,850,440.47   sFT  1.00005998   -2 23 01.9
 DL2326;UTM  14      - 5,414,184.303   696,887.029   MT  1.00007625   +2 01 17.6
 DL2326
 DL2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2326!SPC MN N     -   0.99995558  x   1.00005998  =   1.00001556
 DL2326!UTM  14      -   0.99995558  x   1.00007625  =   1.00003183
 DL2326
 DL2326                          SUPERSEDED SURVEY CONTROL
 DL2326
 DL2326.No superseded survey control is available for this station.
 DL2326
 DL2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV9688714184(NAD 83)
 DL2326
 DL2326_MARKER: DD = SURVEY DISK
 DL2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2326_STAMPING: 16 HEH 1966
 DL2326_MARK LOGO: USGS  
 DL2326_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2326+STABILITY: SURFACE MOTION
 DL2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2326+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2326
 DL2326  HISTORY     - Date     Condition        Report By
 DL2326  HISTORY     - 1966     MONUMENTED       USGS
 DL2326  HISTORY     - 20091001 GOOD             MNDT
 DL2326
 DL2326                          STATION DESCRIPTION
 DL2326
 DL2326'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2326'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2326'THE MARK IS 10.0 MILES NORTH AND 6 MILES WEST OF GREENBUSH, 9.9 MILES
 DL2326'NORTH ALONG COUNTY ROAD 7 FROM JUNCTION OF COUNTY ROAD 7 AND COUNTY
 DL2326'ROAD 4 IN GREENBUSH, THENCE 6 MILES WEST ON COUNTY ROAD 7 (310TH
 DL2326'STREET), 92 FEET NORTH OF COUNTY ROAD 7, 74 FEET EAST OF TRAIL NORTH,
 DL2326'0.5 FOOT SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3108 ***********************************************************************
 DH3108  DESIGNATION -  16 KED
 DH3108  PID         -  DH3108
 DH3108  STATE/COUNTY-  MN/WASECA
 DH3108  COUNTRY     -  US
 DH3108  USGS QUAD   -  WALDORF (1967)
 DH3108
 DH3108                         *CURRENT SURVEY CONTROL
 DH3108  ______________________________________________________________________
 DH3108* NAD 83(2007) POSITION- 43 56 06.70498(N) 093 37 41.29949(W)   ADJUSTED  
 DH3108* NAD 83(2007) ELLIP HT-   312.245 (meters)        (02/10/07)   ADJUSTED
 DH3108* NAD 83(2007) EPOCH   -  2002.00
 DH3108* NAVD 88 ORTHO HEIGHT -   341.3    (meters)    1120.    (feet) GPS OBS   
 DH3108  ______________________________________________________________________
 DH3108  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3108  GEOID HEIGHT    -        -29.06  (meters)                     GEOID03
 DH3108  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 DH3108  NAD 83(2007) X  -   -291,135.327 (meters)                     COMP
 DH3108  NAD 83(2007) Y  - -4,591,479.308 (meters)                     COMP
 DH3108  NAD 83(2007) Z  -  4,403,125.831 (meters)                     COMP
 DH3108  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC09
 DH3108
 DH3108  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3108  Type                                         Horiz  Ellip  Dist(km)
 DH3108  -------------------------------------------------------------------
 DH3108  NETWORK                                       1.03   1.25
 DH3108  -------------------------------------------------------------------
 DH3108  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.08   1.31      7.24
 DH3108  -------------------------------------------------------------------
 DH3108  NOTE: Click here for information on individual local accuracy
 DH3108  values and other accuracy information.
 DH3108
 DH3108
 DH3108.The horizontal coordinates were established by GPS observations
 DH3108.and adjusted by the National Geodetic Survey in February 2007.
 DH3108
 DH3108.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3108.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3108
 DH3108.The horizontal coordinates are valid at the epoch date displayed above
 DH3108.which is a decimal equivalence of Year/Month/Day.
 DH3108
 DH3108.The orthometric height was determined by GPS observations and a
 DH3108.high-resolution geoid model.
 DH3108
 DH3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3108
 DH3108.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3108
 DH3108.The ellipsoidal height was determined by GPS observations
 DH3108.and is referenced to NAD 83.
 DH3108
 DH3108. The following values were computed from the NAD 83(2007) position.
 DH3108
 DH3108;                    North         East     Units Scale Factor Converg.
 DH3108;SPC MN S     -   203,979.691   829,857.038   MT  0.99997056   +0 15 38.3
 DH3108;SPC MN S     -   669,223.37  2,722,622.63   sFT  0.99997056   +0 15 38.3
 DH3108;UTM  15      - 4,864,866.975   449,584.713   MT  0.99963126   -0 26 09.0
 DH3108
 DH3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3108!SPC MN S     -   0.99995104  x   0.99997056  =   0.99992160
 DH3108!UTM  15      -   0.99995104  x   0.99963126  =   0.99958232
 DH3108
 DH3108                          SUPERSEDED SURVEY CONTROL
 DH3108
 DH3108  NAD 83(1996)-  43 56 06.70456(N)    093 37 41.29864(W) AD(       ) 1
 DH3108  ELLIP H (04/27/05)  312.294  (m)                       GP(       ) 4 1
 DH3108
 DH3108.Superseded values are not recommended for survey control.
 DH3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3108.See file dsdata.txt to determine how the superseded data were derived.
 DH3108
 DH3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4958464866(NAD 83)
 DH3108
 DH3108_MARKER: DD = SURVEY DISK
 DH3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3108_STAMPING: 16 KED 1966
 DH3108_MARK LOGO: USGS  
 DH3108_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3108+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DH3108
 DH3108  HISTORY     - Date     Condition        Report By
 DH3108  HISTORY     - 1966     MONUMENTED       USGS
 DH3108
 DH3108                          STATION DESCRIPTION
 DH3108
 DH3108'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DH3108'THE MARK IS LOCATED 3.5 MILES (5.6 KM) EAST OF WALDORF.  GO 0.25 MILES
 DH3108'(0.40 KM) EAST ALO NG COUNTY ROAD 4 FROM THE JUNCTION OF TRUNK HIGHWAY
 DH3108'83 AND COUNTY ROAD 4 IN WALDORF, THENCE 3.4 MILES (5.5 KM) EAST ON
 DH3108'COUNTY ROAD 74 (260TH AVENUE) .  THE MARK IS 45.4 FEET (13.8 M) FORTH
 DH3108'OF COUNTY ROAD 74, 261.0 FEET (79.6 M) WEST OF CO UNTY ROAD 11 (70TH
 DH3108'STREET) , 5.0 FEET (1.5 M) NORTHEAST OF POWER POLE WITH GUY WIRE, 2.0
 DH3108'FEET (0.6 M) SOUTH OF WITNESS POST, 1.5 FEET (0.5 M) WEST OF NGS
 DH3108'WITNESS POS T.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8057 ***********************************************************************
 AE8057  DESIGNATION -  16 LMT
 AE8057  PID         -  AE8057
 AE8057  STATE/COUNTY-  MN/FILLMORE
 AE8057  COUNTRY     -  US
 AE8057  USGS QUAD   -  CHERRY GROVE (1965)
 AE8057
 AE8057                         *CURRENT SURVEY CONTROL
 AE8057  ______________________________________________________________________
 AE8057* NAD 83(1986) POSITION- 43 30 02.3    (N) 092 22 03.4    (W)   HD_HELD2  
 AE8057* NAVD 88 ORTHO HEIGHT -   373.450  (meters)    1225.23  (feet) ADJUSTED  
 AE8057  ______________________________________________________________________
 AE8057  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 AE8057  DYNAMIC HEIGHT  -        373.355 (meters)     1224.92  (feet) COMP
 AE8057  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 AE8057
 AE8057  VERT ORDER      -  SECOND    CLASS I
 AE8057
 AE8057.The horizontal coordinates were established by autonomous hand held GPS
 AE8057.observations and have an estimated accuracy of +/- 10 meters.
 AE8057.
 AE8057.The orthometric height was determined by differential leveling and
 AE8057.adjusted in November 1998.
 AE8057
 AE8057.Photographs are available for this station.
 AE8057
 AE8057.The dynamic height is computed by dividing the NAVD 88
 AE8057.geopotential number by the normal gravity value computed on the
 AE8057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8057.degrees latitude (g = 980.6199 gals.).
 AE8057
 AE8057.The modeled gravity was interpolated from observed gravity values.
 AE8057
 AE8057;                    North         East    Units  Estimated Accuracy
 AE8057;SPC MN S     -   156,947.      932,022.      MT  (+/- 10 meters HH2 GPS)
 AE8057
 AE8057                          SUPERSEDED SURVEY CONTROL
 AE8057
 AE8057.No superseded survey control is available for this station.
 AE8057
 AE8057_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5112416606(NAD 83)
 AE8057
 AE8057_MARKER: DB = BENCH MARK DISK
 AE8057_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8057_STAMPING: 1225 16 LMT 1963
 AE8057_MARK LOGO: NGS   
 AE8057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8057+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 AE8057
 AE8057  HISTORY     - Date     Condition        Report By
 AE8057  HISTORY     - 1963     MONUMENTED       USGS
 AE8057  HISTORY     - 19910729 GOOD             MNDT
 AE8057  HISTORY     - 19920707 GOOD             MNDT
 AE8057
 AE8057                          STATION DESCRIPTION
 AE8057
 AE8057'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8057'THE MARK IS LOCATED 0.8 MILES (1.3 KM) NORTH OF CHESTER (IOWA), IN THE
 AE8057'SW 1/4 OF SECTION 35, T101N, R13W, 3.05 MILES (4.91 KM) SOUTH ON TH 63
 AE8057'FROM ITS JCT WITH TH 44 EAST TO THE MINNESOTA-IOWA BORDER ROAD, 347.0
 AE8057'FT (105.8 M) EAST OF THE CENTERLINE OF TH 63, 41.0 FT (12.5 M) NORTH
 AE8057'OF AND ABOUT 3.0 FT (0.9 M) LOWER THAN THE BOARDER ROAD (GRAVEL) , 2.1
 AE8057'FT (0.6 M) NNE OF A POWER POLE, 1.1 FT (0.3 M) SOUTH OF A STEEL
 AE8057'WITNESS POST AND 0.5 FT (15.2 CM) ABOVE GROUND.
 AE8057
 AE8057                          STATION RECOVERY (1992)
 AE8057
 AE8057'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE8057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7872 ***********************************************************************
 DK7872  DESIGNATION -  16 LNB
 DK7872  PID         -  DK7872
 DK7872  STATE/COUNTY-  MN/OTTER TAIL
 DK7872  COUNTRY     -  US
 DK7872  USGS QUAD   -  EAGLE LAKE (1969)
 DK7872
 DK7872                         *CURRENT SURVEY CONTROL
 DK7872  ______________________________________________________________________
 DK7872* NAD 83(1986) POSITION- 46 08 07.8    (N) 095 39 57.4    (W)   HD_HELD2  
 DK7872* NAVD 88 ORTHO HEIGHT -   414.809  (meters)    1360.92  (feet) ADJUSTED  
 DK7872  ______________________________________________________________________
 DK7872  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DK7872  DYNAMIC HEIGHT  -        414.806 (meters)     1360.91  (feet) COMP
 DK7872  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DK7872
 DK7872  VERT ORDER      -  SECOND    CLASS I
 DK7872
 DK7872.The horizontal coordinates were established by autonomous hand held GPS
 DK7872.observations and have an estimated accuracy of +/- 10 meters.
 DK7872.
 DK7872.The orthometric height was determined by differential leveling and
 DK7872.adjusted in May 2009.
 DK7872
 DK7872.No vertical observational check was made to the station.
 DK7872
 DK7872.Photographs are available for this station.
 DK7872
 DK7872.The dynamic height is computed by dividing the NAVD 88
 DK7872.geopotential number by the normal gravity value computed on the
 DK7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7872.degrees latitude (g = 980.6199 gals.).
 DK7872
 DK7872.The modeled gravity was interpolated from observed gravity values.
 DK7872
 DK7872;                    North         East    Units  Estimated Accuracy
 DK7872;SPC MN C     -   227,184.      690,598.      MT  (+/- 10 meters HH2 GPS)
 DK7872
 DK7872                          SUPERSEDED SURVEY CONTROL
 DK7872
 DK7872.No superseded survey control is available for this station.
 DK7872
 DK7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9407712557(NAD 83)
 DK7872
 DK7872_MARKER: DD = SURVEY DISK
 DK7872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7872_STAMPING: 16 LNB 1967
 DK7872_MARK LOGO: USGS  
 DK7872_PROJECTION: FLUSH
 DK7872_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7872+STABILITY: SURFACE MOTION
 DK7872
 DK7872  HISTORY     - Date     Condition        Report By
 DK7872  HISTORY     - 1967     MONUMENTED       USGS
 DK7872  HISTORY     - 20051010 GOOD             MNDT
 DK7872
 DK7872                          STATION DESCRIPTION
 DK7872
 DK7872'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7872'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF EVANSVILLE, 7.8 MI
 DK7872'(12.6 KM) EAST-NORTHEAST OF ASHBY AND 6.8 MI (10.9 KM) NORTHWEST OF
 DK7872'MILLERVILLE.  1.0 MI (1.6 KM) NORTH AND 7.5 MI (12.1 KM) WEST OF
 DK7872'URBANK, 77 FT (23.5 M) SOUTH AND 43 FT (13.1 M) EAST OF THE JUNCTION
 DK7872'OF COUNTY ROAD 38 (EAST-WEST) COUNTY ROAD 81 (NORTH) AND TOWNSHIP ROAD
 DK7872'(SOUTH), 66.4 FT (20.2 M) SOUTH OF COUNTY ROAD 35, 41.5 FT (12.6 M)
 DK7872'EAST OF 395TH AVENUE, 2.2 FT (0.7 M) SOUTHWEST OF A FENCE CORNER POST,
 DK7872'1.6 FT (0.5 M) WEST OF A FENCE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DK7872'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 WA0174 ***********************************************************************
 WA0174  HT_MOD      -  This is a Height Modernization Survey Station.
 WA0174  DESIGNATION -  16 MDD
 WA0174  PID         -  WA0174
 WA0174  STATE/COUNTY-  MN/MARSHALL
 WA0174  COUNTRY     -  US
 WA0174  USGS QUAD   -  OSLO NE (1966)
 WA0174
 WA0174                         *CURRENT SURVEY CONTROL
 WA0174  ______________________________________________________________________
 WA0174* NAD 83(2007) POSITION- 48 13 27.14355(N) 097 06 29.79692(W)   ADJUSTED  
 WA0174* NAD 83(2007) ELLIP HT-   218.608 (meters)        (07/11/08)   ADJUSTED
 WA0174* NAD 83(2007) EPOCH   -  2002.00
 WA0174* NAVD 88 ORTHO HEIGHT -   245.52   (meters)     805.5   (feet) GPS OBS   
 WA0174  ______________________________________________________________________
 WA0174  NAD 83(2007) X  -   -526,819.371 (meters)                     COMP
 WA0174  NAD 83(2007) Y  - -4,224,582.855 (meters)                     COMP
 WA0174  NAD 83(2007) Z  -  4,733,684.551 (meters)                     COMP
 WA0174  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC09
 WA0174  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 WA0174  HORZ ORDER      -  FIRST
 WA0174  ELLP ORDER      -  FIRST     CLASS I
 WA0174
 WA0174.The horizontal coordinates were established by GPS observations
 WA0174.and adjusted by the MN DEPT OF TRANSP in July 2008.
 WA0174
 WA0174.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 WA0174.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 WA0174
 WA0174.The horizontal coordinates are valid at the epoch date displayed above
 WA0174.which is a decimal equivalence of Year/Month/Day.
 WA0174
 WA0174.The orthometric height was determined by GPS observations and a
 WA0174.high-resolution geoid model using precise GPS observation and
 WA0174.processing techniques.
 WA0174
 WA0174.Photographs are available for this station.
 WA0174
 WA0174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 WA0174
 WA0174.The Laplace correction was computed from DEFLEC09 derived deflections.
 WA0174
 WA0174.The ellipsoidal height was determined by GPS observations
 WA0174.and is referenced to NAD 83.
 WA0174
 WA0174. The following values were computed from the NAD 83(2007) position.
 WA0174
 WA0174;                    North         East     Units Scale Factor Converg.
 WA0174;SPC MN N     -   299,407.962   502,334.807   MT  0.99992583   -2 58 15.6
 WA0174;SPC MN N     -   982,307.62  1,648,076.78   sFT  0.99992583   -2 58 15.6
 WA0174;UTM  14      - 5,342,950.353   640,498.676   MT  0.99984255   +1 24 39.6
 WA0174
 WA0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 WA0174!SPC MN N     -   0.99996574  x   0.99992583  =   0.99989157
 WA0174!UTM  14      -   0.99996574  x   0.99984255  =   0.99980829
 WA0174
 WA0174                          SUPERSEDED SURVEY CONTROL
 WA0174
 WA0174  NAVD 88 (07/11/08)  245.5    (m)  GEOID03 model used   GPS OBS        
 WA0174
 WA0174.Superseded values are not recommended for survey control.
 WA0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 WA0174.See file dsdata.txt to determine how the superseded data were derived.
 WA0174
 WA0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4049842950(NAD 83)
 WA0174
 WA0174_MARKER: DD = SURVEY DISK
 WA0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 WA0174_STAMPING: 16 MDD 1966
 WA0174_MARK LOGO: DOD   
 WA0174_PROJECTION: RECESSED 20 CENTIMETERS
 WA0174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 WA0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 WA0174+STABILITY: SURFACE MOTION
 WA0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 WA0174+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 WA0174
 WA0174  HISTORY     - Date     Condition        Report By
 WA0174  HISTORY     - 1966     MONUMENTED       DOD
 WA0174  HISTORY     - 20070604 GOOD             MNDT
 WA0174  HISTORY     - 20081125 GOOD             MNDT
 WA0174
 WA0174                          STATION DESCRIPTION
 WA0174
 WA0174'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 WA0174'2.05 MILES NORTH ON TRUNK HIGHWAY 220 FROM THE JUNCTION OF TRUNK
 WA0174'HIGHWAY 220 AND TRUNK HIGHWAY 1 (1.2 MILES EAST OF OSL), 73 FEET WEST
 WA0174'OF TRUNK HIGHWAY 220 22.0 FEET SOUTH OF TELEPHONE PEDESTAL NUMBER C
 WA0174'16, AT TRUNK HIGHWAY 220 MILEPOINT 53.1, 35.0 FEET NORTH OF 240 STREET
 WA0174'NORTHWEST, 3 FEET NORTH OF POWER POLE, 1.0 FEET EAST OF WITNESS POST.
 WA0174
 WA0174                          STATION RECOVERY (2008)
 WA0174
 WA0174'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 WA0174'2.05 MILES NORTH ON TRUNK HIGHWAY 220 FROM THE JUNCTION OF TRUNK
 WA0174'HIGHWAY 220 AND TRUNK HIGHWAY 1 (1.2 MILES EAST OF OSLO), 73 FEET WEST
 WA0174'OF TRUNK HIGHWAY 220, 22.0 FEET SOUTH OF TELEPHONE PEDESTAL NUMBER C
 WA0174'16, AT TRUNK HIGHWAY 220 MILEPOINT 53.1, 35.0 FEET NORTH OF 240 STREET
 WA0174'NORTHWEST, 3 FEET NORTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2067 ***********************************************************************
 PP2067  DESIGNATION -  16 RLG
 PP2067  PID         -  PP2067
 PP2067  STATE/COUNTY-  MN/BLUE EARTH
 PP2067  COUNTRY     -  US
 PP2067  USGS QUAD   -  MANKATO EAST (1993)
 PP2067
 PP2067                         *CURRENT SURVEY CONTROL
 PP2067  ______________________________________________________________________
 PP2067* NAD 83(1996) POSITION- 44 08 16.06114(N) 093 52 49.52218(W)   ADJUSTED  
 PP2067* NAVD 88 ORTHO HEIGHT -   294.351  (meters)     965.72  (feet) ADJUSTED  
 PP2067  ______________________________________________________________________
 PP2067  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC09
 PP2067  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 PP2067  DYNAMIC HEIGHT  -        294.299 (meters)      965.55  (feet) COMP
 PP2067  MODELED GRAVITY -    980,433.3   (mgal)                       NAVD 88
 PP2067
 PP2067  HORZ ORDER      -  SECOND
 PP2067  VERT ORDER      -  SECOND    CLASS I
 PP2067
 PP2067.The horizontal coordinates were established by classical geodetic methods
 PP2067.and adjusted by the National Geodetic Survey in March 1999.
 PP2067.
 PP2067.The orthometric height was determined by differential leveling and
 PP2067.adjusted in June 1991.
 PP2067
 PP2067.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2067
 PP2067.The dynamic height is computed by dividing the NAVD 88
 PP2067.geopotential number by the normal gravity value computed on the
 PP2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2067.degrees latitude (g = 980.6199 gals.).
 PP2067
 PP2067.The modeled gravity was interpolated from observed gravity values.
 PP2067
 PP2067. The following values were computed from the NAD 83(1996) position.
 PP2067
 PP2067;                    North         East     Units Scale Factor Converg.
 PP2067;SPC MN S     -   226,429.137   809,568.047   MT  0.99994207   +0 05 01.7
 PP2067;SPC MN S     -   742,876.26  2,656,057.83   sFT  0.99994207   +0 05 01.7
 PP2067;UTM  15      - 4,887,554.399   429,576.365   MT  0.99966099   -0 36 47.3
 PP2067
 PP2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2067!SPC MN S     -   0.99995833  x   0.99994207  =   0.99990040
 PP2067!UTM  15      -   0.99995833  x   0.99966099  =   0.99961933
 PP2067
 PP2067                          SUPERSEDED SURVEY CONTROL
 PP2067
 PP2067  NAD 83(1986)-  44 08 16.05707(N)    093 52 49.51997(W) AD(       ) 2
 PP2067  NAD 27      -  44 08 16.16998(N)    093 52 48.69826(W) AD(       ) 2
 PP2067  NGVD 29 (??/??/92)  294.315  (m)          965.60   (f) ADJ UNCH    2 1
 PP2067
 PP2067.Superseded values are not recommended for survey control.
 PP2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2067.See file dsdata.txt to determine how the superseded data were derived.
 PP2067
 PP2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2957687554(NAD 83)
 PP2067
 PP2067_MARKER: DB = BENCH MARK DISK
 PP2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2067_SP_SET: CONCRETE POST
 PP2067_STAMPING: 16 RLG 1949
 PP2067_MARK LOGO: USGS  
 PP2067_PROJECTION: PROJECTING 5 CENTIMETERS
 PP2067_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2067+STABILITY: SURFACE MOTION
 PP2067
 PP2067  HISTORY     - Date     Condition        Report By
 PP2067  HISTORY     - 1970     MONUMENTED       USGS
 PP2067  HISTORY     - 1978     GOOD             MNDT
 PP2067  HISTORY     - 1979     GOOD             MNDT
 PP2067  HISTORY     - 19880620 GOOD             MNDT
 PP2067
 PP2067                          STATION DESCRIPTION
 PP2067
 PP2067'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (DKH)
 PP2067'STATION IS 1.75 MILES S OF EAGLE LAKE, AT 1/4 CORNER BETWEEN
 PP2067'SECS. 19 AND 30, T 108 N, R 25 W, 35 FEET S OF CENTER OF ROAD,
 PP2067'559 FEET W OF T-ROAD N, 39 FEET W OF DRIVEWAY S.  THE MARK IS
 PP2067'SET IN CONCRETE POST, A STANDARD USGS TABLET STAMPED 16 RLG 1949.
 PP2067
 PP2067                          STATION RECOVERY (1978)
 PP2067
 PP2067'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (DKH)
 PP2067'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP2067'60 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 28, 40 FEET WEST OF THE
 PP2067'CENTER OF A DRIVEWAY, 34 FEET NORTHWEST OF A 30 INCH DIAMETER ELM
 PP2067'TREE, 4.0 FEET EAST OF A POWER POLE WITH A TRANSFORMER, AND 30.0 FEET
 PP2067'SOUTHWEST OF THE WEST END OF A 18 INCH DIAMETER CONCRETE CULVERT UNDER
 PP2067'A DRIVEWAY.  THE MARK PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE
 PP2067'GROUND.  A STEEL ROD BURIED ADJACENT TO THE MONUMENT MAKES THE MARK
 PP2067'MAGNETIC.
 PP2067
 PP2067                          STATION RECOVERY (1979)
 PP2067
 PP2067'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 PP2067'1.75 MI SOUTH FROM EAGLE LAKE.
 PP2067'THE MARK IS LOCATED 1.7 MILE SOUTH ALONG COUNTY ROAD 27 FROM ITS
 PP2067'JUNCTION WITH TRUNK HIGHWAY 60 IN EAGLE LAKE, TO THE JUNCTION WITH
 PP2067'COUNTY ROAD 28, THENCE 0.1 MILE SOUTHWEST ALONG COUNTY ROAD 28. IT IS
 PP2067'ALSO 0.45 MILE EAST ALONG COUNTY ROAD 28 FROM ITS JUNCTION WITH TRUNK
 PP2067'HIGHWAY 83. IT IS 60.0 FT. SOUTH OF AND ABOUT 4 FT. LOWER THAN THE
 PP2067'CENTERLINE OF COUNTY ROAD 28, 40 FT. WEST OF THE CENTER OF A FARM
 PP2067'DRIVE TO THE SOUTH, 34.0 FT. NORTHWEST OF A 30 INCH ELM TREE, 30 FT.
 PP2067'SOUTHWEST OF THE WEST END OF AN 18 INCH SECTIONAL CONCRETE PIPE UNDER
 PP2067'A DRIVE SOUTH, AND 4.0 FT. EAST OF A POWER POLE WITH A TRANSFORMER.
 PP2067
 PP2067                          STATION RECOVERY (1988)
 PP2067
 PP2067'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP2067'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) SOUTH OF THE CITY OF
 PP2067'EAGLE LAKE, 1.7 MILES (2.7 KM) SOUTH ALONG COUNTY ROAD 27 FROM ITS
 PP2067'JUNCTION WITH TRUNK HIGHWAY 14 IN EAGLE LAKE TO ITS JUNCTION WITH
 PP2067'COUNTY ROAD 28, THENCE 0.1 MILE (0.2 KM) SOUTH AND WEST ALONG COUNTY
 PP2067'ROAD 28, AND AT THE WEST END OF A CURVE, OR 0.45 MILE (0.72 KM) EAST
 PP2067'ALONG COUNTY ROAD 28 FROM ITS JUNCTION WITH TRUNK HIGHWAY 83 (SOUTH
 PP2067'OF EAGLE LAKE), AND IN THE NW 1/4 OF SECTION 30, T108N, R25W.  IT IS
 PP2067'114.0 FEET (34.7 M) SOUTH-SOUTHEAST OF AND ABOUT 8 FEET (2.4 M) LOWER
 PP2067'THAN THE CENTERLINE OF COUNTY ROAD 28, 40 FEET (12.2 M) WEST OF THE
 PP2067'CENTER OF A FARM ENTRANCE, 34.0 FEET (10.4 M) NORTHWEST OF A 30-INCH
 PP2067'ELM TREE, AND 3.7 FEET (1.1 M) EAST OF A POWER POLE (WITH A
 PP2067'TRANSFORMER).  THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---16
 PP2067'RLG 1949---, IS SET IN THE TOP OF A CONCRETE POST (MAGNETIC), AND
 PP2067'PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE GROUND.  THERE IS NO WITNESS
 PP2067'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1102 ***********************************************************************
 PQ1102  HT_MOD      -  This is a Height Modernization Survey Station.
 PQ1102  DESIGNATION -  16 T
 PQ1102  PID         -  PQ1102
 PQ1102  STATE/COUNTY-  MN/LYON
 PQ1102  COUNTRY     -  US
 PQ1102  USGS QUAD   -  LYND (1963)
 PQ1102
 PQ1102                         *CURRENT SURVEY CONTROL
 PQ1102  ______________________________________________________________________
 PQ1102* NAD 83(2007) POSITION- 44 29 51.35279(N) 095 55 05.73794(W)   ADJUSTED  
 PQ1102* NAD 83(2007) ELLIP HT-   334.195 (meters)        (11/04/09)   ADJUSTED
 PQ1102* NAD 83(2007) EPOCH   -  2002.00
 PQ1102* NAVD 88 ORTHO HEIGHT -   360.98   (meters)    1184.3   (feet) GPS OBS   
 PQ1102  ______________________________________________________________________
 PQ1102  NAVD 88 orthometric height was determined with geoid model    GEOID03
 PQ1102  GEOID HEIGHT    -        -26.74  (meters)                     GEOID03
 PQ1102  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PQ1102  NAD 83(2007) X  -   -469,884.004 (meters)                     COMP
 PQ1102  NAD 83(2007) Y  - -4,532,844.200 (meters)                     COMP
 PQ1102  NAD 83(2007) Z  -  4,447,932.039 (meters)                     COMP
 PQ1102  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC09
 PQ1102  HORZ ORDER      -  FIRST
 PQ1102  ELLP ORDER      -  THIRD     CLASS I
 PQ1102
 PQ1102.The horizontal coordinates were established by GPS observations
 PQ1102.and adjusted by the MN DEPT OF TRANSP in November 2009.
 PQ1102
 PQ1102.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1102.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1102
 PQ1102.The horizontal coordinates are valid at the epoch date displayed above
 PQ1102.which is a decimal equivalence of Year/Month/Day.
 PQ1102
 PQ1102.The orthometric height was determined by GPS observations and a
 PQ1102.high-resolution geoid model using precise GPS observation and
 PQ1102.processing techniques.
 PQ1102
 PQ1102.Photographs are available for this station.
 PQ1102
 PQ1102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1102
 PQ1102.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1102
 PQ1102.The ellipsoidal height was determined by GPS observations
 PQ1102.and is referenced to NAD 83.
 PQ1102
 PQ1102. The following values were computed from the NAD 83(2007) position.
 PQ1102
 PQ1102;                    North         East     Units Scale Factor Converg.
 PQ1102;SPC MN S     -   268,189.967   647,461.212   MT  0.99992204   -1 20 40.4
 PQ1102;SPC MN S     -   879,886.58  2,124,212.33   sFT  0.99992204   -1 20 40.4
 PQ1102;UTM  15      - 4,931,285.282   267,993.433   MT  1.00026200   -2 02 46.5
 PQ1102;UTM  14      - 4,931,762.687   745,003.638   MT  1.00033826   +2 09 39.6
 PQ1102
 PQ1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1102!SPC MN S     -   0.99994760  x   0.99992204  =   0.99986965
 PQ1102!UTM  15      -   0.99994760  x   1.00026200  =   1.00020959
 PQ1102!UTM  14      -   0.99994760  x   1.00033826  =   1.00028584
 PQ1102
 PQ1102                          SUPERSEDED SURVEY CONTROL
 PQ1102
 PQ1102  NAD 83(1996)-  44 29 51.35458(N)    095 55 05.74622(W) AD(       ) 3
 PQ1102  NAD 83(1996)-  44 29 51.34995(N)    095 55 05.74228(W) AD(       ) 3
 PQ1102  NAD 83(1986)-  44 29 51.35012(N)    095 55 05.73408(W) AD(       ) 3
 PQ1102  NAD 27      -  44 29 51.49188(N)    095 55 04.63259(W) AD(       ) 3
 PQ1102  NGVD 29 (07/19/86)  360.80   (m)         1183.7    (f) LEVELING    3  
 PQ1102
 PQ1102.Superseded values are not recommended for survey control.
 PQ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1102.See file dsdata.txt to determine how the superseded data were derived.
 PQ1102
 PQ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6799331285(NAD 83)
 PQ1102
 PQ1102_MARKER: DB = BENCH MARK DISK
 PQ1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1102_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1102_STAMPING: 16 T 1960 1184
 PQ1102_MARK LOGO: USGS  
 PQ1102_PROJECTION: FLUSH
 PQ1102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1102+STABILITY: SURFACE MOTION
 PQ1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1102+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 PQ1102
 PQ1102  HISTORY     - Date     Condition        Report By
 PQ1102  HISTORY     - 1960     MONUMENTED       USGS
 PQ1102  HISTORY     - 20090421 GOOD             MNDT
 PQ1102
 PQ1102                          STATION DESCRIPTION
 PQ1102
 PQ1102'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1102'MINNEOTA,4 MILE S AND 4 MILE E OF. 1 MILE S AND 1 MILE W OF GHENT.
 PQ1102'1475 FT S,37 FT W AND 9.8 FT HIGHER THAN T-ROAD E,153 FT S AND 37 FT W
 PQ1102'OF ROAD AT FIELD ENTRANCE E,AT CORNER SECTIONS 16,17,20,21,T.112 N,
 PQ1102'R.42W,1 FT W OF N-S FENCE. IN A CONCRETE POST A STANDARD TABLET
 PQ1102'STAMPED---16 T 1960 1184 ET---.
 PQ1102
 PQ1102                          STATION RECOVERY (2009)
 PQ1102
 PQ1102'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1102'1.5 MILES SOUTHWEST OF GHENT. 0.95 MILE WEST ALONG COUNTY ROAD 8
 PQ1102'(320TH STREET) FROM JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 68 IN
 PQ1102'GHENT, TO TRUNK HIGHWAY 68 MILEPOINT 31.95, THEN 1.25 MILES SOUTH
 PQ1102'ALONG 190TH AVENUE, 73.0 FEET WEST-SOUTHWEST OF POWER POLE, 37 FEET
 PQ1102'WEST OF NORTH-SOUTH TOWNSHIP ROAD AT TEE-ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8093 ***********************************************************************
 DM8093  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8093  DESIGNATION -  16 WR
 DM8093  PID         -  DM8093
 DM8093  STATE/COUNTY-  MN/ITASCA
 DM8093  COUNTRY     -  US
 DM8093  USGS QUAD   -  COHASSET WEST (1969)
 DM8093
 DM8093                         *CURRENT SURVEY CONTROL
 DM8093  ______________________________________________________________________
 DM8093* NAD 83(2007) POSITION- 47 16 53.10143(N) 093 43 26.59023(W)   ADJUSTED  
 DM8093* NAD 83(2007) ELLIP HT-   370.130 (meters)        (06/13/11)   ADJUSTED
 DM8093* NAD 83(2007) EPOCH   -  2002.00
 DM8093* NAVD 88 ORTHO HEIGHT -   399.34   (meters)    1310.2   (feet) GPS OBS   
 DM8093  ______________________________________________________________________
 DM8093  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DM8093  NAD 83(2007) X  -   -281,563.918 (meters)                     COMP
 DM8093  NAD 83(2007) Y  - -4,325,851.634 (meters)                     COMP
 DM8093  NAD 83(2007) Z  -  4,663,317.542 (meters)                     COMP
 DM8093  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 DM8093  HORZ ORDER      -  FIRST
 DM8093  ELLP ORDER      -  FOURTH    CLASS I
 DM8093
 DM8093.The horizontal coordinates were established by GPS observations
 DM8093.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8093
 DM8093.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8093.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8093
 DM8093.The horizontal coordinates are valid at the epoch date displayed above
 DM8093.which is a decimal equivalence of Year/Month/Day.
 DM8093
 DM8093.The orthometric height was determined by GPS observations and a
 DM8093.high-resolution geoid model using precise GPS observation and
 DM8093.processing techniques.
 DM8093
 DM8093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8093
 DM8093.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8093
 DM8093.The ellipsoidal height was determined by GPS observations
 DM8093.and is referenced to NAD 83.
 DM8093
 DM8093. The following values were computed from the NAD 83(2007) position.
 DM8093
 DM8093;                    North         East     Units Scale Factor Converg.
 DM8093;SPC MN N     -   187,063.614   752,789.734   MT  0.99994925   -0 27 45.2
 DM8093;SPC MN N     -   613,724.54  2,469,777.65   sFT  0.99994925   -0 27 45.2
 DM8093;UTM  15      - 5,236,691.938   445,243.277   MT  0.99963685   -0 31 55.1
 DM8093
 DM8093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8093!SPC MN N     -   0.99994199  x   0.99994925  =   0.99989124
 DM8093!UTM  15      -   0.99994199  x   0.99963685  =   0.99957886
 DM8093
 DM8093                          SUPERSEDED SURVEY CONTROL
 DM8093
 DM8093.No superseded survey control is available for this station.
 DM8093
 DM8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4524336691(NAD 83)
 DM8093
 DM8093_MARKER: DB = BENCH MARK DISK
 DM8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8093_STAMPING: 16 WR 1951
 DM8093_MARK LOGO: USGS  
 DM8093_PROJECTION: PROJECTING 25 CENTIMETERS
 DM8093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8093+STABILITY: SURFACE MOTION
 DM8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8093+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2010
 DM8093
 DM8093  HISTORY     - Date     Condition        Report By
 DM8093  HISTORY     - 19510401 MONUMENTED       USGS
 DM8093  HISTORY     - 20100204 GOOD             MNDT
 DM8093
 DM8093                          STATION DESCRIPTION
 DM8093
 DM8093'DESCRIBED BY MN DEPT OF TRANSP 2010 (GLR)
 DM8093'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8093'THE MARK IS 4.5 MILES NORTHWEST OF COHASSET, THEN 1 MILE SOUTH AND 1
 DM8093'MILE WEST, 330 FEET SOUTH OF THE INTERSECTION OF COUNTY ROAD 234 AND
 DM8093'COUNTY ROAD 251, 33 FEET EAST OF COUNTY ROAD 251, 330 FEET SOUTH OF
 DM8093'COUNTY ROAD 234, AT TEE-ROAD WEST, 1.0 FOOT WEST OF SIGN POST, 29.5
 DM8093'FEET NORTH OF UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0199 ***********************************************************************
 SL0199  DESIGNATION -  160+69
 SL0199  PID         -  SL0199
 SL0199  STATE/COUNTY-  MN/NORMAN
 SL0199  COUNTRY     -  US
 SL0199  USGS QUAD   -  ADA (1965)
 SL0199
 SL0199                         *CURRENT SURVEY CONTROL
 SL0199  ______________________________________________________________________
 SL0199* NAD 83(1986) POSITION- 47 20 24.     (N) 096 30 57.     (W)   SCALED    
 SL0199* NAVD 88 ORTHO HEIGHT -   275.079  (meters)     902.49  (feet) ADJUSTED  
 SL0199  ______________________________________________________________________
 SL0199  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 SL0199  DYNAMIC HEIGHT  -        275.114 (meters)      902.60  (feet) COMP
 SL0199  MODELED GRAVITY -    980,732.5   (mgal)                       NAVD 88
 SL0199
 SL0199  VERT ORDER      -  SECOND    CLASS 0
 SL0199
 SL0199.The horizontal coordinates were scaled from a topographic map and have
 SL0199.an estimated accuracy of +/- 6 seconds.
 SL0199.
 SL0199.The orthometric height was determined by differential leveling and
 SL0199.adjusted in June 1991.
 SL0199
 SL0199.Photographs are available for this station.
 SL0199
 SL0199.The dynamic height is computed by dividing the NAVD 88
 SL0199.geopotential number by the normal gravity value computed on the
 SL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0199.degrees latitude (g = 980.6199 gals.).
 SL0199
 SL0199.The modeled gravity was interpolated from observed gravity values.
 SL0199
 SL0199;                    North         East    Units  Estimated Accuracy
 SL0199;SPC MN N     -   199,090.      541,960.      MT  (+/- 180 meters Scaled)
 SL0199
 SL0199                          SUPERSEDED SURVEY CONTROL
 SL0199
 SL0199  NGVD 29 (??/??/92)  274.730  (m)          901.34   (f) ADJ UNCH    2 0
 SL0199
 SL0199.Superseded values are not recommended for survey control.
 SL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0199.See file dsdata.txt to determine how the superseded data were derived.
 SL0199
 SL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT876459(NAD 83)
 SL0199
 SL0199_MARKER: DD = SURVEY DISK
 SL0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0199+STABILITY: SURFACE MOTION
 SL0199
 SL0199  HISTORY     - Date     Condition        Report By
 SL0199  HISTORY     - UNK      MONUMENTED       MNDT
 SL0199  HISTORY     - 1964     GOOD             CGS
 SL0199  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0199
 SL0199                          STATION DESCRIPTION
 SL0199
 SL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0199'2.85 MI N FROM ADA.
 SL0199'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE GREAT NORTHERN
 SL0199'RAILWAY STATION AT ADA, IN S 27, T 145 N, R 46 W, ABOUT 0.3 MILE NORTH
 SL0199'OF A FARMHOUSE ON THE WEST SIDE OF THE HIGHWAY, 77 FEET EAST OF THE
 SL0199'CENTER LINE OF THE HIGHWAY, 131 FEET NORTH OF THE CENTER LINE OF AN
 SL0199'EASTWEST GRAVELED ROAD, 0.8 FOOT WEST OF A METAL WITNESS POST, ABOUT 2
 SL0199'FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 SL0199'POST PROJECTING 4 INCHES.
 SL0199
 SL0199                          STATION RECOVERY (1982)
 SL0199
 SL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0199'NOT RECOVERED.  PROBABLY TAKEN OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4559 ***********************************************************************
 DM4559  DESIGNATION -  1601 A
 DM4559  PID         -  DM4559
 DM4559  STATE/COUNTY-  MN/COOK
 DM4559  COUNTRY     -  US
 DM4559  USGS QUAD   -  LUTSEN (1959)
 DM4559
 DM4559                         *CURRENT SURVEY CONTROL
 DM4559  ______________________________________________________________________
 DM4559* NAD 83(1986) POSITION- 47 38 01.     (N) 090 43 08.     (W)   SCALED    
 DM4559* NAVD 88 ORTHO HEIGHT -   210.774  (meters)     691.51  (feet) ADJUSTED  
 DM4559  ______________________________________________________________________
 DM4559  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 DM4559  DYNAMIC HEIGHT  -        210.823 (meters)      691.68  (feet) COMP
 DM4559  MODELED GRAVITY -    980,837.3   (mgal)                       NAVD 88
 DM4559
 DM4559  VERT ORDER      -  SECOND    CLASS I
 DM4559
 DM4559.The horizontal coordinates were scaled from a topographic map and have
 DM4559.an estimated accuracy of +/- 6 seconds.
 DM4559.
 DM4559.The orthometric height was determined by differential leveling and
 DM4559.adjusted in June 2011.
 DM4559
 DM4559.The dynamic height is computed by dividing the NAVD 88
 DM4559.geopotential number by the normal gravity value computed on the
 DM4559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4559.degrees latitude (g = 980.6199 gals.).
 DM4559
 DM4559.The modeled gravity was interpolated from observed gravity values.
 DM4559
 DM4559;                    North         East    Units  Estimated Accuracy
 DM4559;SPC MN N     -   228,780.      978,900.      MT  (+/- 180 meters Scaled)
 DM4559
 DM4559                          SUPERSEDED SURVEY CONTROL
 DM4559
 DM4559.No superseded survey control is available for this station.
 DM4559
 DM4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN713780(NAD 83)
 DM4559
 DM4559_MARKER: DD = SURVEY DISK
 DM4559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4559_STAMPING: 1601 A 2007
 DM4559_MARK LOGO: MNDT  
 DM4559_PROJECTION: RECESSED 3 CENTIMETERS
 DM4559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4559+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4559_ROD/PIPE-DEPTH:  3.7 meters
 DM4559
 DM4559  HISTORY     - Date     Condition        Report By
 DM4559  HISTORY     - 2007     MONUMENTED       MNDT
 DM4559
 DM4559                          STATION DESCRIPTION
 DM4559
 DM4559'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4559'THE MARK IS 7.0 MI (11.3 KM) NORTHEAST OF TOFTE, 6.7 MI (10.8 KM)
 DM4559'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4559'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY MILE POINT 89.40.
 DM4559' 
 DM4559'IT IS 43.1 FT (13.1 M) SOUTHEAST OF TRUNK HIGHWAY 61, 17.7 FT (5.4 M)
 DM4559'SOUTHWEST OF ENTRANCE, 1.9 FT (0.6 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4560 ***********************************************************************
 DM4560  DESIGNATION -  1601 B
 DM4560  PID         -  DM4560
 DM4560  STATE/COUNTY-  MN/COOK
 DM4560  COUNTRY     -  US
 DM4560  USGS QUAD   -  TOFTE (1955)
 DM4560
 DM4560                         *CURRENT SURVEY CONTROL
 DM4560  ______________________________________________________________________
 DM4560* NAD 83(1986) POSITION- 47 37 07.     (N) 090 45 10.     (W)   SCALED    
 DM4560* NAVD 88 ORTHO HEIGHT -   213.984  (meters)     702.05  (feet) ADJUSTED  
 DM4560  ______________________________________________________________________
 DM4560  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 DM4560  DYNAMIC HEIGHT  -        214.032 (meters)      702.20  (feet) COMP
 DM4560  MODELED GRAVITY -    980,832.7   (mgal)                       NAVD 88
 DM4560
 DM4560  VERT ORDER      -  SECOND    CLASS I
 DM4560
 DM4560.The horizontal coordinates were scaled from a topographic map and have
 DM4560.an estimated accuracy of +/- 6 seconds.
 DM4560.
 DM4560.The orthometric height was determined by differential leveling and
 DM4560.adjusted in June 2011.
 DM4560
 DM4560.The dynamic height is computed by dividing the NAVD 88
 DM4560.geopotential number by the normal gravity value computed on the
 DM4560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4560.degrees latitude (g = 980.6199 gals.).
 DM4560
 DM4560.The modeled gravity was interpolated from observed gravity values.
 DM4560
 DM4560;                    North         East    Units  Estimated Accuracy
 DM4560;SPC MN N     -   227,040.      976,410.      MT  (+/- 180 meters Scaled)
 DM4560
 DM4560                          SUPERSEDED SURVEY CONTROL
 DM4560
 DM4560.No superseded survey control is available for this station.
 DM4560
 DM4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN688763(NAD 83)
 DM4560
 DM4560_MARKER: DD = SURVEY DISK
 DM4560_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4560_STAMPING: 1601 B 2007
 DM4560_MARK LOGO: MNDT  
 DM4560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4560+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4560
 DM4560  HISTORY     - Date     Condition        Report By
 DM4560  HISTORY     - 2007     MONUMENTED       MNDT
 DM4560
 DM4560                          STATION DESCRIPTION
 DM4560
 DM4560'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4560'THE MARK IS 5.0 MI (8.0 KM) NORTHEAST OF TOFTE, 4.8 MI (7.7 KM)
 DM4560'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4560'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 87.50.
 DM4560' 
 DM4560'IT IS 50.1 FT (15.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 110.2 FT (33.6
 DM4560'M) NORTHEAST OF ROLLINS CREEK, 19.2 FT (5.9 M) SOUTHEAST OF POWER POLE
 DM4560'NUMBER 8132, 1.6 FT (0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4561 ***********************************************************************
 DM4561  DESIGNATION -  1601 C
 DM4561  PID         -  DM4561
 DM4561  STATE/COUNTY-  MN/COOK
 DM4561  COUNTRY     -  US
 DM4561  USGS QUAD   -  TOFTE (1955)
 DM4561
 DM4561                         *CURRENT SURVEY CONTROL
 DM4561  ______________________________________________________________________
 DM4561* NAD 83(1986) POSITION- 47 35 51.     (N) 090 47 28.     (W)   SCALED    
 DM4561* NAVD 88 ORTHO HEIGHT -   218.578  (meters)     717.12  (feet) ADJUSTED  
 DM4561  ______________________________________________________________________
 DM4561  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 DM4561  DYNAMIC HEIGHT  -        218.619 (meters)      717.25  (feet) COMP
 DM4561  MODELED GRAVITY -    980,792.4   (mgal)                       NAVD 88
 DM4561
 DM4561  VERT ORDER      -  SECOND    CLASS I
 DM4561
 DM4561.The horizontal coordinates were scaled from a topographic map and have
 DM4561.an estimated accuracy of +/- 6 seconds.
 DM4561.
 DM4561.The orthometric height was determined by differential leveling and
 DM4561.adjusted in June 2011.
 DM4561
 DM4561.The dynamic height is computed by dividing the NAVD 88
 DM4561.geopotential number by the normal gravity value computed on the
 DM4561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4561.degrees latitude (g = 980.6199 gals.).
 DM4561
 DM4561.The modeled gravity was interpolated from observed gravity values.
 DM4561
 DM4561;                    North         East    Units  Estimated Accuracy
 DM4561;SPC MN N     -   224,610.      973,600.      MT  (+/- 180 meters Scaled)
 DM4561
 DM4561                          SUPERSEDED SURVEY CONTROL
 DM4561
 DM4561.No superseded survey control is available for this station.
 DM4561
 DM4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN660739(NAD 83)
 DM4561
 DM4561_MARKER: DD = SURVEY DISK
 DM4561_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4561_STAMPING: 1601 C 2007
 DM4561_MARK LOGO: MNDT  
 DM4561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4561+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4561
 DM4561  HISTORY     - Date     Condition        Report By
 DM4561  HISTORY     - 2007     MONUMENTED       MNDT
 DM4561
 DM4561                          STATION DESCRIPTION
 DM4561
 DM4561'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4561'THE MARK IS 2.5 MI (4.0 KM) NORTHEAST OF TOFTE, 2.4 MI (3.9 KM)
 DM4561'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4561'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 85.20, 45.5
 DM4561'FT (13.9 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4561' 
 DM4561'IT IS 54.8 FT (16.7 M) NORTHEAST OF DRIVEWAY NUMBER 6682, 1.6 FT (0.5
 DM4561'M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4562 ***********************************************************************
 DM4562  DESIGNATION -  1601 D
 DM4562  PID         -  DM4562
 DM4562  STATE/COUNTY-  MN/COOK
 DM4562  COUNTRY     -  US
 DM4562  USGS QUAD   -  TOFTE (1955)
 DM4562
 DM4562                         *CURRENT SURVEY CONTROL
 DM4562  ______________________________________________________________________
 DM4562* NAD 83(1986) POSITION- 47 34 52.     (N) 090 49 21.     (W)   SCALED    
 DM4562* NAVD 88 ORTHO HEIGHT -   201.149  (meters)     659.94  (feet) ADJUSTED  
 DM4562  ______________________________________________________________________
 DM4562  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 DM4562  DYNAMIC HEIGHT  -        201.191 (meters)      660.07  (feet) COMP
 DM4562  MODELED GRAVITY -    980,815.3   (mgal)                       NAVD 88
 DM4562
 DM4562  VERT ORDER      -  SECOND    CLASS I
 DM4562
 DM4562.The horizontal coordinates were scaled from a topographic map and have
 DM4562.an estimated accuracy of +/- 6 seconds.
 DM4562.
 DM4562.The orthometric height was determined by differential leveling and
 DM4562.adjusted in June 2011.
 DM4562
 DM4562.The dynamic height is computed by dividing the NAVD 88
 DM4562.geopotential number by the normal gravity value computed on the
 DM4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4562.degrees latitude (g = 980.6199 gals.).
 DM4562
 DM4562.The modeled gravity was interpolated from observed gravity values.
 DM4562
 DM4562;                    North         East    Units  Estimated Accuracy
 DM4562;SPC MN N     -   222,710.      971,290.      MT  (+/- 180 meters Scaled)
 DM4562
 DM4562                          SUPERSEDED SURVEY CONTROL
 DM4562
 DM4562.No superseded survey control is available for this station.
 DM4562
 DM4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN637720(NAD 83)
 DM4562
 DM4562_MARKER: DD = SURVEY DISK
 DM4562_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4562_STAMPING: 1601 D 2007
 DM4562_MARK LOGO: MNDT  
 DM4562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4562+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4562
 DM4562  HISTORY     - Date     Condition        Report By
 DM4562  HISTORY     - 2007     MONUMENTED       MNDT
 DM4562
 DM4562                          STATION DESCRIPTION
 DM4562
 DM4562'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4562'THE MARK IS 0.5 MI (0.8 KM) NORTHEAST OF TOFTE, 0.5 MI (0.8 KM)
 DM4562'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4562'AND COUNTY ROAD 2 IN TOFTE, AT TRUNK HIGHWAY 61 MILE POINT 83.30.
 DM4562' 
 DM4562'IT IS 52.5 FT (16.0 M) NORTHWEST OF TRUNK HIGHWAY 61, 45.3 FT (13.8 M)
 DM4562'WEST-SOUTHWEST OF SOUTH END OF GUARD RAIL, 4.0 FT (1.2 M) NORTHWEST OF
 DM4562'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4564 ***********************************************************************
 DM4564  DESIGNATION -  1601 E
 DM4564  PID         -  DM4564
 DM4564  STATE/COUNTY-  MN/COOK
 DM4564  COUNTRY     -  US
 DM4564  USGS QUAD   -  SCHROEDER (1976)
 DM4564
 DM4564                         *CURRENT SURVEY CONTROL
 DM4564  ______________________________________________________________________
 DM4564* NAD 83(1986) POSITION- 47 33 01.     (N) 090 52 59.     (W)   SCALED    
 DM4564* NAVD 88 ORTHO HEIGHT -   204.071  (meters)     669.52  (feet) ADJUSTED  
 DM4564  ______________________________________________________________________
 DM4564  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 DM4564  DYNAMIC HEIGHT  -        204.112 (meters)      669.66  (feet) COMP
 DM4564  MODELED GRAVITY -    980,808.6   (mgal)                       NAVD 88
 DM4564
 DM4564  VERT ORDER      -  SECOND    CLASS I
 DM4564
 DM4564.The horizontal coordinates were scaled from a topographic map and have
 DM4564.an estimated accuracy of +/- 6 seconds.
 DM4564.
 DM4564.The orthometric height was determined by differential leveling and
 DM4564.adjusted in June 2011.
 DM4564
 DM4564.The dynamic height is computed by dividing the NAVD 88
 DM4564.geopotential number by the normal gravity value computed on the
 DM4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4564.degrees latitude (g = 980.6199 gals.).
 DM4564
 DM4564.The modeled gravity was interpolated from observed gravity values.
 DM4564
 DM4564;                    North         East    Units  Estimated Accuracy
 DM4564;SPC MN N     -   219,160.      966,840.      MT  (+/- 180 meters Scaled)
 DM4564
 DM4564                          SUPERSEDED SURVEY CONTROL
 DM4564
 DM4564.No superseded survey control is available for this station.
 DM4564
 DM4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN592684(NAD 83)
 DM4564
 DM4564_MARKER: DD = SURVEY DISK
 DM4564_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4564_STAMPING: 1601 E 2007
 DM4564_MARK LOGO: MNDT  
 DM4564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4564+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4564
 DM4564  HISTORY     - Date     Condition        Report By
 DM4564  HISTORY     - 2007     MONUMENTED       MNDT
 DM4564
 DM4564                          STATION DESCRIPTION
 DM4564
 DM4564'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4564'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF SCHROEDER, 0.75 MI (1.2 KM)
 DM4564'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4564'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4564'79.75, 60.0 FT (18.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 29.6 FT (9.0 M)
 DM4564'SOUTHEAST OF POWER POLE NUMBER 8466, 1.6 FT (0.5 M) SOUTHEAST OF A
 DM4564'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4565 ***********************************************************************
 DM4565  DESIGNATION -  1601 F
 DM4565  PID         -  DM4565
 DM4565  STATE/COUNTY-  MN/COOK
 DM4565  COUNTRY     -  US
 DM4565  USGS QUAD   -  SCHROEDER (1976)
 DM4565
 DM4565                         *CURRENT SURVEY CONTROL
 DM4565  ______________________________________________________________________
 DM4565* NAD 83(1986) POSITION- 47 32 32.     (N) 090 53 48.     (W)   SCALED    
 DM4565* NAVD 88 ORTHO HEIGHT -   211.152  (meters)     692.75  (feet) ADJUSTED  
 DM4565  ______________________________________________________________________
 DM4565  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 DM4565  DYNAMIC HEIGHT  -        211.195 (meters)      692.90  (feet) COMP
 DM4565  MODELED GRAVITY -    980,807.6   (mgal)                       NAVD 88
 DM4565
 DM4565  VERT ORDER      -  SECOND    CLASS I
 DM4565
 DM4565.The horizontal coordinates were scaled from a topographic map and have
 DM4565.an estimated accuracy of +/- 6 seconds.
 DM4565.
 DM4565.The orthometric height was determined by differential leveling and
 DM4565.adjusted in June 2011.
 DM4565
 DM4565.The dynamic height is computed by dividing the NAVD 88
 DM4565.geopotential number by the normal gravity value computed on the
 DM4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4565.degrees latitude (g = 980.6199 gals.).
 DM4565
 DM4565.The modeled gravity was interpolated from observed gravity values.
 DM4565
 DM4565;                    North         East    Units  Estimated Accuracy
 DM4565;SPC MN N     -   218,230.      965,840.      MT  (+/- 180 meters Scaled)
 DM4565
 DM4565                          SUPERSEDED SURVEY CONTROL
 DM4565
 DM4565.No superseded survey control is available for this station.
 DM4565
 DM4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN582675(NAD 83)
 DM4565
 DM4565_MARKER: DD = SURVEY DISK
 DM4565_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4565_SP_SET: BRIDGE ABUTMENT
 DM4565_STAMPING: 1601 F 2007
 DM4565_MARK LOGO: MNDT  
 DM4565_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4565+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DM4565
 DM4565  HISTORY     - Date     Condition        Report By
 DM4565  HISTORY     - 1999     MONUMENTED       MNDT
 DM4565  HISTORY     - 20070512 GOOD             MNDT
 DM4565
 DM4565                          STATION DESCRIPTION
 DM4565
 DM4565'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4565'THE MARK IS IN SCHROEDER, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4565'HIGHWAY 61 BRIDGE NUMBER 16003 OVER CROSS RIVER, AT THE JUNCTION OF
 DM4565'TRUNK HIGHWAY 61 AND CROSS RIVER IN SCHROEDER, AT TRUNK HIGHWAY 61
 DM4565'MILEPOST 78.95, 20.0 FT (6.1 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY
 DM4565'61.
 DM4565' 
 DM4565'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1999 THEN STAMPED WHEN USED IN
 DM4565'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4567 ***********************************************************************
 DM4567  DESIGNATION -  1601 G
 DM4567  PID         -  DM4567
 DM4567  STATE/COUNTY-  MN/COOK
 DM4567  COUNTRY     -  US
 DM4567  USGS QUAD   -  SCHROEDER (1976)
 DM4567
 DM4567                         *CURRENT SURVEY CONTROL
 DM4567  ______________________________________________________________________
 DM4567* NAD 83(1986) POSITION- 47 31 51.     (N) 090 55 00.     (W)   SCALED    
 DM4567* NAVD 88 ORTHO HEIGHT -   207.539  (meters)     680.90  (feet) ADJUSTED  
 DM4567  ______________________________________________________________________
 DM4567  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 DM4567  DYNAMIC HEIGHT  -        207.580 (meters)      681.04  (feet) COMP
 DM4567  MODELED GRAVITY -    980,804.2   (mgal)                       NAVD 88
 DM4567
 DM4567  VERT ORDER      -  SECOND    CLASS I
 DM4567
 DM4567.The horizontal coordinates were scaled from a topographic map and have
 DM4567.an estimated accuracy of +/- 6 seconds.
 DM4567.
 DM4567.The orthometric height was determined by differential leveling and
 DM4567.adjusted in June 2011.
 DM4567
 DM4567.The dynamic height is computed by dividing the NAVD 88
 DM4567.geopotential number by the normal gravity value computed on the
 DM4567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4567.degrees latitude (g = 980.6199 gals.).
 DM4567
 DM4567.The modeled gravity was interpolated from observed gravity values.
 DM4567
 DM4567;                    North         East    Units  Estimated Accuracy
 DM4567;SPC MN N     -   216,920.      964,370.      MT  (+/- 180 meters Scaled)
 DM4567
 DM4567                          SUPERSEDED SURVEY CONTROL
 DM4567
 DM4567.No superseded survey control is available for this station.
 DM4567
 DM4567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN568662(NAD 83)
 DM4567
 DM4567_MARKER: DD = SURVEY DISK
 DM4567_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4567_STAMPING: 1601 G 2007
 DM4567_MARK LOGO: MNDT  
 DM4567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4567+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4567
 DM4567  HISTORY     - Date     Condition        Report By
 DM4567  HISTORY     - 2007     MONUMENTED       MNDT
 DM4567
 DM4567                          STATION DESCRIPTION
 DM4567
 DM4567'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4567'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF SCHROEDER, 1.35 MI (2.2 KM)
 DM4567'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4567'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4567'77.75.
 DM4567' 
 DM4567'IT IS 60.0 FT (18.3 M) SOUTHEAST OF TRUNK HIGHWAY 61, 206.6 FT (63.0
 DM4567'M) SOUTHWEST OF NORTH BRIDGE TO TACONITE HARBOR, 1.6 FT (0.5 M)
 DM4567'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4568 ***********************************************************************
 DM4568  DESIGNATION -  1601 H
 DM4568  PID         -  DM4568
 DM4568  STATE/COUNTY-  MN/COOK
 DM4568  COUNTRY     -  US
 DM4568  USGS QUAD   -  SCHROEDER (1976)
 DM4568
 DM4568                         *CURRENT SURVEY CONTROL
 DM4568  ______________________________________________________________________
 DM4568* NAD 83(1986) POSITION- 47 30 50.     (N) 090 56 37.     (W)   SCALED    
 DM4568* NAVD 88 ORTHO HEIGHT -   202.115  (meters)     663.11  (feet) ADJUSTED  
 DM4568  ______________________________________________________________________
 DM4568  GEOID HEIGHT    -        -29.73  (meters)                     GEOID09
 DM4568  DYNAMIC HEIGHT  -        202.153 (meters)      663.23  (feet) COMP
 DM4568  MODELED GRAVITY -    980,799.0   (mgal)                       NAVD 88
 DM4568
 DM4568  VERT ORDER      -  SECOND    CLASS I
 DM4568
 DM4568.The horizontal coordinates were scaled from a topographic map and have
 DM4568.an estimated accuracy of +/- 6 seconds.
 DM4568.
 DM4568.The orthometric height was determined by differential leveling and
 DM4568.adjusted in June 2011.
 DM4568
 DM4568.The dynamic height is computed by dividing the NAVD 88
 DM4568.geopotential number by the normal gravity value computed on the
 DM4568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4568.degrees latitude (g = 980.6199 gals.).
 DM4568
 DM4568.The modeled gravity was interpolated from observed gravity values.
 DM4568
 DM4568;                    North         East    Units  Estimated Accuracy
 DM4568;SPC MN N     -   214,980.      962,390.      MT  (+/- 180 meters Scaled)
 DM4568
 DM4568                          SUPERSEDED SURVEY CONTROL
 DM4568
 DM4568.No superseded survey control is available for this station.
 DM4568
 DM4568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN548643(NAD 83)
 DM4568
 DM4568_MARKER: DD = SURVEY DISK
 DM4568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4568_STAMPING: 1601 H 2007
 DM4568_MARK LOGO: MNDT  
 DM4568_PROJECTION: RECESSED 3 CENTIMETERS
 DM4568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4568+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4568_ROD/PIPE-DEPTH:  5.2 meters
 DM4568
 DM4568  HISTORY     - Date     Condition        Report By
 DM4568  HISTORY     - 2007     MONUMENTED       MNDT
 DM4568
 DM4568                          STATION DESCRIPTION
 DM4568
 DM4568'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4568'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF SCHROEDER, 3.1 MI (5.0 KM)
 DM4568'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4568'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4568'76.0, 65.4 FT (19.9 M) EAST-NORTHEAST OF MILEPOST 76.
 DM4568' 
 DM4568'IT IS 44.8 FT (13.7 M) SOUTHEAST OF TRUNK HIGHWAY 61, 19.9 FET
 DM4568'SOUTHWEST OF DRIVEWAY NUMBER 8542, 2.6 FT (0.8 M) NORTHEAST OF A
 DM4568'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4569 ***********************************************************************
 DM4569  DESIGNATION -  1601 J
 DM4569  PID         -  DM4569
 DM4569  STATE/COUNTY-  MN/COOK
 DM4569  COUNTRY     -  US
 DM4569  USGS QUAD   -  LITTLE MARAIS (1956)
 DM4569
 DM4569                         *CURRENT SURVEY CONTROL
 DM4569  ______________________________________________________________________
 DM4569* NAD 83(1986) POSITION- 47 29 48.     (N) 090 58 16.     (W)   SCALED    
 DM4569* NAVD 88 ORTHO HEIGHT -   206.088  (meters)     676.14  (feet) ADJUSTED  
 DM4569  ______________________________________________________________________
 DM4569  GEOID HEIGHT    -        -29.70  (meters)                     GEOID09
 DM4569  DYNAMIC HEIGHT  -        206.127 (meters)      676.27  (feet) COMP
 DM4569  MODELED GRAVITY -    980,798.0   (mgal)                       NAVD 88
 DM4569
 DM4569  VERT ORDER      -  SECOND    CLASS I
 DM4569
 DM4569.The horizontal coordinates were scaled from a topographic map and have
 DM4569.an estimated accuracy of +/- 6 seconds.
 DM4569.
 DM4569.The orthometric height was determined by differential leveling and
 DM4569.adjusted in June 2011.
 DM4569
 DM4569.The dynamic height is computed by dividing the NAVD 88
 DM4569.geopotential number by the normal gravity value computed on the
 DM4569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4569.degrees latitude (g = 980.6199 gals.).
 DM4569
 DM4569.The modeled gravity was interpolated from observed gravity values.
 DM4569
 DM4569;                    North         East    Units  Estimated Accuracy
 DM4569;SPC MN N     -   213,010.      960,380.      MT  (+/- 180 meters Scaled)
 DM4569
 DM4569                          SUPERSEDED SURVEY CONTROL
 DM4569
 DM4569.No superseded survey control is available for this station.
 DM4569
 DM4569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN528623(NAD 83)
 DM4569
 DM4569_MARKER: DD = SURVEY DISK
 DM4569_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4569_STAMPING: 1601 J 2007
 DM4569_MARK LOGO: MNDT  
 DM4569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4569+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4569
 DM4569  HISTORY     - Date     Condition        Report By
 DM4569  HISTORY     - 2007     MONUMENTED       MNDT
 DM4569
 DM4569                          STATION DESCRIPTION
 DM4569
 DM4569'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4569'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF SCHROEDER, 4.9 MI (7.9 KM)
 DM4569'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4569'AND CROSS RIVER BRIDGE IN SCHROEDER, AT TRUNK HIGHWAY 61 MILE POINT
 DM4569'74.20, 23.8 FT (7.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 1.7 FT (0.5 M)
 DM4569'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1476 ***********************************************************************
 PQ1476  DESIGNATION -  1602
 PQ1476  PID         -  PQ1476
 PQ1476  STATE/COUNTY-  MN/MEEKER
 PQ1476  COUNTRY     -  US
 PQ1476  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1476
 PQ1476                         *CURRENT SURVEY CONTROL
 PQ1476  ______________________________________________________________________
 PQ1476* NAD 83(1986) POSITION- 44 57 56.     (N) 094 31 22.     (W)   SCALED    
 PQ1476* NAVD 88 ORTHO HEIGHT -   338.255  (meters)    1109.76  (feet) ADJUSTED  
 PQ1476  ______________________________________________________________________
 PQ1476  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 PQ1476  DYNAMIC HEIGHT  -        338.230 (meters)     1109.68  (feet) COMP
 PQ1476  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 PQ1476
 PQ1476  VERT ORDER      -  SECOND    CLASS I
 PQ1476
 PQ1476.The horizontal coordinates were scaled from a topographic map and have
 PQ1476.an estimated accuracy of +/- 6 seconds.
 PQ1476.
 PQ1476.The orthometric height was determined by differential leveling and
 PQ1476.adjusted in June 1995.
 PQ1476
 PQ1476.The dynamic height is computed by dividing the NAVD 88
 PQ1476.geopotential number by the normal gravity value computed on the
 PQ1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1476.degrees latitude (g = 980.6199 gals.).
 PQ1476
 PQ1476.The modeled gravity was interpolated from observed gravity values.
 PQ1476
 PQ1476;                    North         East    Units  Estimated Accuracy
 PQ1476;SPC MN S     -   318,530.      758,760.      MT  (+/- 180 meters Scaled)
 PQ1476
 PQ1476                          SUPERSEDED SURVEY CONTROL
 PQ1476
 PQ1476.No superseded survey control is available for this station.
 PQ1476
 PQ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK799802(NAD 83)
 PQ1476
 PQ1476_MARKER: DB = BENCH MARK DISK
 PQ1476_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1476_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1476_STAMPING: 1602 1978
 PQ1476_MARK LOGO: MNDT  
 PQ1476_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1476+STABILITY: SURFACE MOTION
 PQ1476
 PQ1476  HISTORY     - Date     Condition        Report By
 PQ1476  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1476
 PQ1476                          STATION DESCRIPTION
 PQ1476
 PQ1476'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1476'THE MARK IS LOCATED 1.5 MILES (2.4 KM) NORTH ALONG TOWNSHIP ROAD 92
 PQ1476'FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 AT CEDAR MILLS, IN THE SE 1/4
 PQ1476'OF SECTION 2, T117N, R31W, IN THE NORTHWEST QUADRANT OF THE
 PQ1476'INTERSECTION OF THE TOWNSHIP ROAD AND COUNTY ROAD 94.  THE MARK IS 30
 PQ1476'FEET (9.1 M) WEST OF THE CENTER OF THE TOWNSHIP ROAD, 38 FEET (11.6
 PQ1476'M) NORTH OF COUNTY ROAD 94, 23 FEET (7.0 M) EAST OF A FIELD ENTRANCE,
 PQ1476'12.8 FEET (3.9 M) NORTHEAST OF THE EAST END OF A 15-INCH DIAMETER
 PQ1476'METAL CULVERT UNDER THE FIELD ENTRANCE, 4.5 FEET (1.4 M) NORTHEAST OF
 PQ1476'A POST, 0.9 FOOT (27.4 CM) NORTHWEST OF A TELEPHONE MARKER, AND 1
 PQ1476'FOOT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1476'MNDT BENCH MARK DISK STAMPED---1602 1978---, IS SET IN THE TOP OF A
 PQ1476'MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT 1 FOOT (0.3 M) BELOW THE
 PQ1476'LEVEL OF COUNTY ROAD 92 AND PROJECTS 5 INCHES ABOVE THE SURFACE OF
 PQ1476'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4051 ***********************************************************************
 DM4051  DESIGNATION -  1602 A
 DM4051  PID         -  DM4051
 DM4051  STATE/COUNTY-  MN/COOK
 DM4051  COUNTRY     -  US
 DM4051  USGS QUAD   -  HOVLAND (1986)
 DM4051
 DM4051                         *CURRENT SURVEY CONTROL
 DM4051  ______________________________________________________________________
 DM4051* NAD 83(1986) POSITION- 47 50 37.     (N) 089 57 44.     (W)   SCALED    
 DM4051* NAVD 88 ORTHO HEIGHT -   213.491  (meters)     700.43  (feet) ADJUSTED  
 DM4051  ______________________________________________________________________
 DM4051  GEOID HEIGHT    -        -32.49  (meters)                     GEOID09
 DM4051  DYNAMIC HEIGHT  -        213.539 (meters)      700.59  (feet) COMP
 DM4051  MODELED GRAVITY -    980,831.3   (mgal)                       NAVD 88
 DM4051
 DM4051  VERT ORDER      -  SECOND    CLASS I
 DM4051
 DM4051.The horizontal coordinates were scaled from a topographic map and have
 DM4051.an estimated accuracy of +/- 6 seconds.
 DM4051.
 DM4051.The orthometric height was determined by differential leveling and
 DM4051.adjusted in January 2011.
 DM4051
 DM4051.The dynamic height is computed by dividing the NAVD 88
 DM4051.geopotential number by the normal gravity value computed on the
 DM4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4051.degrees latitude (g = 980.6199 gals.).
 DM4051
 DM4051.The modeled gravity was interpolated from observed gravity values.
 DM4051
 DM4051;                    North         East    Units  Estimated Accuracy
 DM4051;SPC MN N     -   254,140.    1,034,780.      MT  (+/- 180 meters Scaled)
 DM4051
 DM4051                          SUPERSEDED SURVEY CONTROL
 DM4051
 DM4051.No superseded survey control is available for this station.
 DM4051
 DM4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU783031(NAD 83)
 DM4051
 DM4051_MARKER: DB = BENCH MARK DISK
 DM4051_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4051_SP_SET: BRIDGE ABUTMENT
 DM4051_STAMPING: 1602 A 2005
 DM4051_MARK LOGO: MNDT  
 DM4051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4051+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4051
 DM4051  HISTORY     - Date     Condition        Report By
 DM4051  HISTORY     - 1981     MONUMENTED       MNDT
 DM4051  HISTORY     - 20070506 GOOD             MNDT
 DM4051
 DM4051                          STATION DESCRIPTION
 DM4051
 DM4051'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4051'THE MARK IS IN HOVLAND, IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF
 DM4051'TRUNK HIGHWAY 61 BRIDGE NUMBER 16001 OVER FLUTE REED RIVER, AT TRUNK
 DM4051'HIGHWAY 61 MILE POINT 128.85.
 DM4051' 
 DM4051'IT IS 24 FT (7.3 M) SOUTHEAST OF TRUNK HIGHWAY 61, 66 FT (20.1 M)
 DM4051'SOUTHWEST OF CHISAGO BAY ROAD.
 DM4051' 
 DM4051'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1981 THEN STAMPED WHEN USED IN
 DM4051'2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4052 ***********************************************************************
 DM4052  DESIGNATION -  1602 A 1
 DM4052  PID         -  DM4052
 DM4052  STATE/COUNTY-  MN/COOK
 DM4052  COUNTRY     -  US
 DM4052  USGS QUAD   -  HOVLAND (1986)
 DM4052
 DM4052                         *CURRENT SURVEY CONTROL
 DM4052  ______________________________________________________________________
 DM4052* NAD 83(1986) POSITION- 47 50 47.     (N) 089 57 55.     (W)   SCALED    
 DM4052* NAVD 88 ORTHO HEIGHT -   225.210  (meters)     738.88  (feet) ADJUSTED  
 DM4052  ______________________________________________________________________
 DM4052  GEOID HEIGHT    -        -32.47  (meters)                     GEOID09
 DM4052  DYNAMIC HEIGHT  -        225.260 (meters)      739.04  (feet) COMP
 DM4052  MODELED GRAVITY -    980,828.8   (mgal)                       NAVD 88
 DM4052
 DM4052  VERT ORDER      -  SECOND    CLASS I
 DM4052
 DM4052.The horizontal coordinates were scaled from a topographic map and have
 DM4052.an estimated accuracy of +/- 6 seconds.
 DM4052.
 DM4052.The orthometric height was determined by differential leveling and
 DM4052.adjusted in January 2011.
 DM4052
 DM4052.The dynamic height is computed by dividing the NAVD 88
 DM4052.geopotential number by the normal gravity value computed on the
 DM4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4052.degrees latitude (g = 980.6199 gals.).
 DM4052
 DM4052.The modeled gravity was interpolated from observed gravity values.
 DM4052
 DM4052;                    North         East    Units  Estimated Accuracy
 DM4052;SPC MN N     -   254,440.    1,034,540.      MT  (+/- 180 meters Scaled)
 DM4052
 DM4052                          SUPERSEDED SURVEY CONTROL
 DM4052
 DM4052.No superseded survey control is available for this station.
 DM4052
 DM4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU781034(NAD 83)
 DM4052
 DM4052_MARKER: DV = VERTICAL CONTROL DISK
 DM4052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4052_SP_SET: BRIDGE ABUTMENT
 DM4052_STAMPING: 1602 A 1 2007
 DM4052_MARK LOGO: MNDT  
 DM4052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4052+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4052
 DM4052  HISTORY     - Date     Condition        Report By
 DM4052  HISTORY     - 2007     MONUMENTED       MNDT
 DM4052
 DM4052                          STATION DESCRIPTION
 DM4052
 DM4052'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4052'THE MARK IS 0.5 MI (0.8 KM) NORTHWEST OF HOVLAND, IN BRIDGE RAIL IN
 DM4052'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16520 OVER REED
 DM4052'RIVER, 0.20 MI (0.3 KM) NORTH ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL)
 DM4052'FROM THE JUNCTION OF COUNTY ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND,
 DM4052'THENCE 0.1 MI (0.2 KM) WEST ON NORTH ROAD.
 DM4052' 
 DM4052'IT IS 12.2 FT (3.7 M) WEST OF EAST EDGE OF CONCRETE BRIDGE RAIL, 18.0
 DM4052'FT (5.5 M) SOUTH OF NORTH ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4053 ***********************************************************************
 DM4053  DESIGNATION -  1602 A 2
 DM4053  PID         -  DM4053
 DM4053  STATE/COUNTY-  MN/COOK
 DM4053  COUNTRY     -  US
 DM4053  USGS QUAD   -  HOVLAND (1986)
 DM4053
 DM4053                         *CURRENT SURVEY CONTROL
 DM4053  ______________________________________________________________________
 DM4053* NAD 83(1986) POSITION- 47 52 04.     (N) 089 58 02.     (W)   SCALED    
 DM4053* NAVD 88 ORTHO HEIGHT -   331.098  (meters)    1086.28  (feet) ADJUSTED  
 DM4053  ______________________________________________________________________
 DM4053  GEOID HEIGHT    -        -32.41  (meters)                     GEOID09
 DM4053  DYNAMIC HEIGHT  -        331.165 (meters)     1086.50  (feet) COMP
 DM4053  MODELED GRAVITY -    980,804.8   (mgal)                       NAVD 88
 DM4053
 DM4053  VERT ORDER      -  SECOND    CLASS I
 DM4053
 DM4053.The horizontal coordinates were scaled from a topographic map and have
 DM4053.an estimated accuracy of +/- 6 seconds.
 DM4053.
 DM4053.The orthometric height was determined by differential leveling and
 DM4053.adjusted in January 2011.
 DM4053
 DM4053.The dynamic height is computed by dividing the NAVD 88
 DM4053.geopotential number by the normal gravity value computed on the
 DM4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4053.degrees latitude (g = 980.6199 gals.).
 DM4053
 DM4053.The modeled gravity was interpolated from observed gravity values.
 DM4053
 DM4053;                    North         East    Units  Estimated Accuracy
 DM4053;SPC MN N     -   256,810.    1,034,300.      MT  (+/- 180 meters Scaled)
 DM4053
 DM4053                          SUPERSEDED SURVEY CONTROL
 DM4053
 DM4053.No superseded survey control is available for this station.
 DM4053
 DM4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU781058(NAD 83)
 DM4053
 DM4053_MARKER: DD = SURVEY DISK
 DM4053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4053_STAMPING: 1602 A 2 2007
 DM4053_MARK LOGO: MNDT  
 DM4053_PROJECTION: FLUSH
 DM4053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4053+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4053_ROD/PIPE-DEPTH:  6.1 meters
 DM4053
 DM4053  HISTORY     - Date     Condition        Report By
 DM4053  HISTORY     - 2007     MONUMENTED       MNDT
 DM4053
 DM4053                          STATION DESCRIPTION
 DM4053
 DM4053'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4053'THE MARK IS 2.0 MI (3.2 KM) NORTH OF HOVLAND, 1.7 MI (2.7 KM) NORTH
 DM4053'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4053'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND.
 DM4053' 
 DM4053'IT IS 23.6 FT (7.2 M) WEST COUNTY ROAD 16, 17.5 FT (5.3 M) SOUTH OF
 DM4053'ENTRANCE, 3.6 FT (1.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4054 ***********************************************************************
 DM4054  DESIGNATION -  1602 A 3
 DM4054  PID         -  DM4054
 DM4054  STATE/COUNTY-  MN/COOK
 DM4054  COUNTRY     -  US
 DM4054  USGS QUAD   -  FARQUHAR PEAK (1996)
 DM4054
 DM4054                         *CURRENT SURVEY CONTROL
 DM4054  ______________________________________________________________________
 DM4054* NAD 83(1986) POSITION- 47 53 18.     (N) 089 57 08.     (W)   SCALED    
 DM4054* NAVD 88 ORTHO HEIGHT -   386.178  (meters)    1266.99  (feet) ADJUSTED  
 DM4054  ______________________________________________________________________
 DM4054  GEOID HEIGHT    -        -32.45  (meters)                     GEOID09
 DM4054  DYNAMIC HEIGHT  -        386.255 (meters)     1267.24  (feet) COMP
 DM4054  MODELED GRAVITY -    980,797.7   (mgal)                       NAVD 88
 DM4054
 DM4054  VERT ORDER      -  SECOND    CLASS I
 DM4054
 DM4054.The horizontal coordinates were scaled from a topographic map and have
 DM4054.an estimated accuracy of +/- 6 seconds.
 DM4054.
 DM4054.The orthometric height was determined by differential leveling and
 DM4054.adjusted in January 2011.
 DM4054
 DM4054.The dynamic height is computed by dividing the NAVD 88
 DM4054.geopotential number by the normal gravity value computed on the
 DM4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4054.degrees latitude (g = 980.6199 gals.).
 DM4054
 DM4054.The modeled gravity was interpolated from observed gravity values.
 DM4054
 DM4054;                    North         East    Units  Estimated Accuracy
 DM4054;SPC MN N     -   259,140.    1,035,320.      MT  (+/- 180 meters Scaled)
 DM4054
 DM4054                          SUPERSEDED SURVEY CONTROL
 DM4054
 DM4054.No superseded survey control is available for this station.
 DM4054
 DM4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU793081(NAD 83)
 DM4054
 DM4054_MARKER: DD = SURVEY DISK
 DM4054_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4054_STAMPING: 1602 A 3 2007
 DM4054_MARK LOGO: MNDT  
 DM4054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4054+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4054
 DM4054  HISTORY     - Date     Condition        Report By
 DM4054  HISTORY     - 2007     MONUMENTED       MNDT
 DM4054
 DM4054                          STATION DESCRIPTION
 DM4054
 DM4054'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4054'THE MARK IS 3.0 MI (4.8 KM) NORTH OF HOVLAND, 3.5 MI (5.6 KM) NORTH
 DM4054'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4054'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND, 31.8 FT (9.7 M) WEST OF
 DM4054'COUNTY ROAD 16, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4055 ***********************************************************************
 DM4055  DESIGNATION -  1602 A 4
 DM4055  PID         -  DM4055
 DM4055  STATE/COUNTY-  MN/COOK
 DM4055  COUNTRY     -  US
 DM4055  USGS QUAD   -  FARQUHAR PEAK (1996)
 DM4055
 DM4055                         *CURRENT SURVEY CONTROL
 DM4055  ______________________________________________________________________
 DM4055* NAD 83(1986) POSITION- 47 54 39.     (N) 089 57 20.     (W)   SCALED    
 DM4055* NAVD 88 ORTHO HEIGHT -   431.328  (meters)    1415.12  (feet) ADJUSTED  
 DM4055  ______________________________________________________________________
 DM4055  GEOID HEIGHT    -        -32.43  (meters)                     GEOID09
 DM4055  DYNAMIC HEIGHT  -        431.409 (meters)     1415.38  (feet) COMP
 DM4055  MODELED GRAVITY -    980,786.4   (mgal)                       NAVD 88
 DM4055
 DM4055  VERT ORDER      -  SECOND    CLASS I
 DM4055
 DM4055.The horizontal coordinates were scaled from a topographic map and have
 DM4055.an estimated accuracy of +/- 6 seconds.
 DM4055.
 DM4055.The orthometric height was determined by differential leveling and
 DM4055.adjusted in January 2011.
 DM4055
 DM4055.The dynamic height is computed by dividing the NAVD 88
 DM4055.geopotential number by the normal gravity value computed on the
 DM4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4055.degrees latitude (g = 980.6199 gals.).
 DM4055
 DM4055.The modeled gravity was interpolated from observed gravity values.
 DM4055
 DM4055;                    North         East    Units  Estimated Accuracy
 DM4055;SPC MN N     -   261,630.    1,034,970.      MT  (+/- 180 meters Scaled)
 DM4055
 DM4055                          SUPERSEDED SURVEY CONTROL
 DM4055
 DM4055.No superseded survey control is available for this station.
 DM4055
 DM4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU791106(NAD 83)
 DM4055
 DM4055_MARKER: DD = SURVEY DISK
 DM4055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4055_STAMPING: 1602 A 4 2007
 DM4055_MARK LOGO: MNDT  
 DM4055_PROJECTION: FLUSH
 DM4055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4055+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4055_ROD/PIPE-DEPTH:  4.9 meters
 DM4055
 DM4055  HISTORY     - Date     Condition        Report By
 DM4055  HISTORY     - 2007     MONUMENTED       MNDT
 DM4055
 DM4055                          STATION DESCRIPTION
 DM4055
 DM4055'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4055'THE MARK IS 4.5 MI (7.2 KM) NORTH OF HOVLAND, 5.2 MI (8.4 KM) NORTH
 DM4055'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4055'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND.
 DM4055' 
 DM4055'IT IS 14.9 FT (4.5 M) EAST COUNTY ROAD 16, 7.2 FT (2.2 M) WEST OF A
 DM4055'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4056 ***********************************************************************
 DM4056  DESIGNATION -  1602 A 5
 DM4056  PID         -  DM4056
 DM4056  STATE/COUNTY-  MN/COOK
 DM4056  COUNTRY     -  US
 DM4056  USGS QUAD   -  FARQUHAR PEAK (1996)
 DM4056
 DM4056                         *CURRENT SURVEY CONTROL
 DM4056  ______________________________________________________________________
 DM4056* NAD 83(1986) POSITION- 47 55 42.     (N) 089 58 22.     (W)   SCALED    
 DM4056* NAVD 88 ORTHO HEIGHT -   436.068  (meters)    1430.67  (feet) ADJUSTED  
 DM4056  ______________________________________________________________________
 DM4056  GEOID HEIGHT    -        -32.36  (meters)                     GEOID09
 DM4056  DYNAMIC HEIGHT  -        436.150 (meters)     1430.94  (feet) COMP
 DM4056  MODELED GRAVITY -    980,784.9   (mgal)                       NAVD 88
 DM4056
 DM4056  VERT ORDER      -  SECOND    CLASS I
 DM4056
 DM4056.The horizontal coordinates were scaled from a topographic map and have
 DM4056.an estimated accuracy of +/- 6 seconds.
 DM4056.
 DM4056.The orthometric height was determined by differential leveling and
 DM4056.adjusted in January 2011.
 DM4056
 DM4056.The dynamic height is computed by dividing the NAVD 88
 DM4056.geopotential number by the normal gravity value computed on the
 DM4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4056.degrees latitude (g = 980.6199 gals.).
 DM4056
 DM4056.The modeled gravity was interpolated from observed gravity values.
 DM4056
 DM4056;                    North         East    Units  Estimated Accuracy
 DM4056;SPC MN N     -   263,520.    1,033,610.      MT  (+/- 180 meters Scaled)
 DM4056
 DM4056                          SUPERSEDED SURVEY CONTROL
 DM4056
 DM4056.No superseded survey control is available for this station.
 DM4056
 DM4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU779126(NAD 83)
 DM4056
 DM4056_MARKER: DD = SURVEY DISK
 DM4056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4056_STAMPING: 1602 A 5 2007
 DM4056_MARK LOGO: MNDT  
 DM4056_PROJECTION: RECESSED 3 CENTIMETERS
 DM4056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4056+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4056_ROD/PIPE-DEPTH:  5.2 meters
 DM4056
 DM4056  HISTORY     - Date     Condition        Report By
 DM4056  HISTORY     - 2007     MONUMENTED       MNDT
 DM4056
 DM4056                          STATION DESCRIPTION
 DM4056
 DM4056'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4056'THE MARK IS 6.0 MI (9.7 KM) NORTH OF HOVLAND, 6.85 MI (11.0 KM) NORTH
 DM4056'ALONG COUNTY ROAD 16 (ARROWHEAD TRAIL) FROM THE JUNCTION OF COUNTY
 DM4056'ROAD 16 AND TRUNK HIGHWAY 61 IN HOVLAND.
 DM4056' 
 DM4056'IT IS 27.1 FT (8.3 M) SOUTHWEST COUNTY ROAD 16, 42.6 FT (13.0 M)
 DM4056'SOUTHEAST OF DRIVEWAY NUMBER 1319, 1.6 FT (0.5 M) NORTHEAST OF A
 DM4056'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4058 ***********************************************************************
 DM4058  DESIGNATION -  1602 B
 DM4058  PID         -  DM4058
 DM4058  STATE/COUNTY-  MN/COOK
 DM4058  COUNTRY     -  US
 DM4058  USGS QUAD   -  MARR ISLAND (1986)
 DM4058
 DM4058                         *CURRENT SURVEY CONTROL
 DM4058  ______________________________________________________________________
 DM4058* NAD 83(1986) POSITION- 47 49 04.     (N) 090 03 05.     (W)   SCALED    
 DM4058* NAVD 88 ORTHO HEIGHT -   193.151  (meters)     633.70  (feet) ADJUSTED  
 DM4058  ______________________________________________________________________
 DM4058  GEOID HEIGHT    -        -32.11  (meters)                     GEOID09
 DM4058  DYNAMIC HEIGHT  -        193.195 (meters)      633.84  (feet) COMP
 DM4058  MODELED GRAVITY -    980,833.4   (mgal)                       NAVD 88
 DM4058
 DM4058  VERT ORDER      -  SECOND    CLASS I
 DM4058
 DM4058.The horizontal coordinates were scaled from a topographic map and have
 DM4058.an estimated accuracy of +/- 6 seconds.
 DM4058.
 DM4058.The orthometric height was determined by differential leveling and
 DM4058.adjusted in January 2011.
 DM4058
 DM4058.The dynamic height is computed by dividing the NAVD 88
 DM4058.geopotential number by the normal gravity value computed on the
 DM4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4058.degrees latitude (g = 980.6199 gals.).
 DM4058
 DM4058.The modeled gravity was interpolated from observed gravity values.
 DM4058
 DM4058;                    North         East    Units  Estimated Accuracy
 DM4058;SPC MN N     -   251,000.    1,028,220.      MT  (+/- 180 meters Scaled)
 DM4058
 DM4058                          SUPERSEDED SURVEY CONTROL
 DM4058
 DM4058.No superseded survey control is available for this station.
 DM4058
 DM4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYP207002(NAD 83)
 DM4058
 DM4058_MARKER: DB = BENCH MARK DISK
 DM4058_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4058_SP_SET: BRIDGE ABUTMENT
 DM4058_STAMPING: 1602 B 2007
 DM4058_MARK LOGO: MNHD  
 DM4058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4058+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4058
 DM4058  HISTORY     - Date     Condition        Report By
 DM4058  HISTORY     - 1981     MONUMENTED       MNHD
 DM4058  HISTORY     - 20070506 GOOD             MNDT
 DM4058
 DM4058                          STATION DESCRIPTION
 DM4058
 DM4058'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4058'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF HOVLAND, IN BRIDGE ABUTMENT
 DM4058'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16002 OVER BRULE
 DM4058'RIVER, 4.8 MI (7.7 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE
 DM4058'JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 16 IN HOVLAND, AT TRUNK
 DM4058'HIGHWAY MILEPOST 124.10, 20.0 FT (6.1 M) SOUTHEAST OF TRUNK HIGHWAY
 DM4058'61.
 DM4058' 
 DM4058'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1981 THEN STAMPED WHEN USED IN
 DM4058'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4059 ***********************************************************************
 DM4059  DESIGNATION -  1602 C
 DM4059  PID         -  DM4059
 DM4059  STATE/COUNTY-  MN/COOK
 DM4059  COUNTRY     -  US
 DM4059  USGS QUAD   -  KADUNCE RIVER (1986)
 DM4059
 DM4059                         *CURRENT SURVEY CONTROL
 DM4059  ______________________________________________________________________
 DM4059* NAD 83(1986) POSITION- 47 47 38.     (N) 090 09 18.     (W)   SCALED    
 DM4059* NAVD 88 ORTHO HEIGHT -   188.051  (meters)     616.96  (feet) ADJUSTED  
 DM4059  ______________________________________________________________________
 DM4059  GEOID HEIGHT    -        -31.64  (meters)                     GEOID09
 DM4059  DYNAMIC HEIGHT  -        188.094 (meters)      617.11  (feet) COMP
 DM4059  MODELED GRAVITY -    980,836.9   (mgal)                       NAVD 88
 DM4059
 DM4059  VERT ORDER      -  SECOND    CLASS I
 DM4059
 DM4059.The horizontal coordinates were scaled from a topographic map and have
 DM4059.an estimated accuracy of +/- 6 seconds.
 DM4059.
 DM4059.The orthometric height was determined by differential leveling and
 DM4059.adjusted in January 2011.
 DM4059
 DM4059.The dynamic height is computed by dividing the NAVD 88
 DM4059.geopotential number by the normal gravity value computed on the
 DM4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4059.degrees latitude (g = 980.6199 gals.).
 DM4059
 DM4059.The modeled gravity was interpolated from observed gravity values.
 DM4059
 DM4059;                    North         East    Units  Estimated Accuracy
 DM4059;SPC MN N     -   248,050.    1,020,570.      MT  (+/- 180 meters Scaled)
 DM4059
 DM4059                          SUPERSEDED SURVEY CONTROL
 DM4059
 DM4059.No superseded survey control is available for this station.
 DM4059
 DM4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN130973(NAD 83)
 DM4059
 DM4059_MARKER: DD = SURVEY DISK
 DM4059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4059_SP_SET: BOX CULVERT
 DM4059_STAMPING: 1602 C 2007
 DM4059_MARK LOGO: MNDT  
 DM4059_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4059+STABILITY: SURFACE MOTION
 DM4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4059+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4059
 DM4059  HISTORY     - Date     Condition        Report By
 DM4059  HISTORY     - 2005     MONUMENTED       MNDT
 DM4059  HISTORY     - 20070506 GOOD             MNDT
 DM4059
 DM4059                          STATION DESCRIPTION
 DM4059
 DM4059'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4059'THE MARK IS 9.0 MI (14.5 KM) NORTHEAST OF GRAND MARIAS.  IN RAIL IN
 DM4059'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BOX CULVERT NUMBER 16004 OVER
 DM4059'KADUNCE RIVER, 8.7 MI (14.0 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM
 DM4059'THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 12 (GUNFLINT) IN
 DM4059'GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOST 118.9, 25.2 FT (7.7 M)
 DM4059'SOUTH OF TRUNK HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4061 ***********************************************************************
 DM4061  DESIGNATION -  1602 D
 DM4061  PID         -  DM4061
 DM4061  STATE/COUNTY-  MN/COOK
 DM4061  COUNTRY     -  US
 DM4061  USGS QUAD   -  KADUNCE RIVER (1986)
 DM4061
 DM4061                         *CURRENT SURVEY CONTROL
 DM4061  ______________________________________________________________________
 DM4061* NAD 83(1986) POSITION- 47 47 05.     (N) 090 10 56.     (W)   SCALED    
 DM4061* NAVD 88 ORTHO HEIGHT -   189.212  (meters)     620.77  (feet) ADJUSTED  
 DM4061  ______________________________________________________________________
 DM4061  GEOID HEIGHT    -        -31.53  (meters)                     GEOID09
 DM4061  DYNAMIC HEIGHT  -        189.256 (meters)      620.92  (feet) COMP
 DM4061  MODELED GRAVITY -    980,839.4   (mgal)                       NAVD 88
 DM4061
 DM4061  VERT ORDER      -  SECOND    CLASS I
 DM4061
 DM4061.The horizontal coordinates were scaled from a topographic map and have
 DM4061.an estimated accuracy of +/- 6 seconds.
 DM4061.
 DM4061.The orthometric height was determined by differential leveling and
 DM4061.adjusted in January 2011.
 DM4061
 DM4061.The dynamic height is computed by dividing the NAVD 88
 DM4061.geopotential number by the normal gravity value computed on the
 DM4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4061.degrees latitude (g = 980.6199 gals.).
 DM4061
 DM4061.The modeled gravity was interpolated from observed gravity values.
 DM4061
 DM4061;                    North         East    Units  Estimated Accuracy
 DM4061;SPC MN N     -   246,950.    1,018,570.      MT  (+/- 180 meters Scaled)
 DM4061
 DM4061                          SUPERSEDED SURVEY CONTROL
 DM4061
 DM4061.No superseded survey control is available for this station.
 DM4061
 DM4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN110962(NAD 83)
 DM4061
 DM4061_MARKER: DD = SURVEY DISK
 DM4061_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4061_SP_SET: BRIDGE RAIL
 DM4061_STAMPING: 1602 D 2007
 DM4061_MARK LOGO: MNDT  
 DM4061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4061+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4061
 DM4061  HISTORY     - Date     Condition        Report By
 DM4061  HISTORY     - 2004     MONUMENTED       MNDT
 DM4061  HISTORY     - 20070506 GOOD             MNDT
 DM4061
 DM4061                          STATION DESCRIPTION
 DM4061
 DM4061'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4061'THE MARK IS 8.0 MI (12.9 KM) NORTHEAST OF GRAND MARAIS, IN RAIL IN
 DM4061'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16X03 OVER KIMBALL
 DM4061'CREEK, 7.2 MI (11.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 AND COUNTY
 DM4061'ROAD 12 (GUNFLINT TRAIL) IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOST
 DM4061'OF 117.40.
 DM4061' 
 DM4061'IT IS 25.0 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4061' 
 DM4061'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2004 THEN STAMPED WHEN USED IN
 DM4061'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4062 ***********************************************************************
 DM4062  DESIGNATION -  1602 E
 DM4062  PID         -  DM4062
 DM4062  STATE/COUNTY-  MN/COOK
 DM4062  COUNTRY     -  US
 DM4062  USGS QUAD   -  KADUNCE RIVER (1986)
 DM4062
 DM4062                         *CURRENT SURVEY CONTROL
 DM4062  ______________________________________________________________________
 DM4062* NAD 83(1986) POSITION- 47 47 00.     (N) 090 11 03.     (W)   SCALED    
 DM4062* NAVD 88 ORTHO HEIGHT -   190.542  (meters)     625.14  (feet) ADJUSTED  
 DM4062  ______________________________________________________________________
 DM4062  GEOID HEIGHT    -        -31.52  (meters)                     GEOID09
 DM4062  DYNAMIC HEIGHT  -        190.586 (meters)      625.28  (feet) COMP
 DM4062  MODELED GRAVITY -    980,839.9   (mgal)                       NAVD 88
 DM4062
 DM4062  VERT ORDER      -  SECOND    CLASS I
 DM4062
 DM4062.The horizontal coordinates were scaled from a topographic map and have
 DM4062.an estimated accuracy of +/- 6 seconds.
 DM4062.
 DM4062.The orthometric height was determined by differential leveling and
 DM4062.adjusted in January 2011.
 DM4062
 DM4062.The dynamic height is computed by dividing the NAVD 88
 DM4062.geopotential number by the normal gravity value computed on the
 DM4062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4062.degrees latitude (g = 980.6199 gals.).
 DM4062
 DM4062.The modeled gravity was interpolated from observed gravity values.
 DM4062
 DM4062;                    North         East    Units  Estimated Accuracy
 DM4062;SPC MN N     -   246,790.    1,018,430.      MT  (+/- 180 meters Scaled)
 DM4062
 DM4062                          SUPERSEDED SURVEY CONTROL
 DM4062
 DM4062.No superseded survey control is available for this station.
 DM4062
 DM4062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN109960(NAD 83)
 DM4062
 DM4062_MARKER: DD = SURVEY DISK
 DM4062_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4062_SP_SET: BRIDGE RAIL
 DM4062_STAMPING: 1602 E 2007
 DM4062_MARK LOGO: MNDT  
 DM4062_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4062+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4062
 DM4062  HISTORY     - Date     Condition        Report By
 DM4062  HISTORY     - 2004     MONUMENTED       MNDT
 DM4062  HISTORY     - 20070506 GOOD             MNDT
 DM4062
 DM4062                          STATION DESCRIPTION
 DM4062
 DM4062'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4062'THE MARK IS 8.0 MI (12.9 KM) NORTHEAST OF GRAND MARAIS, IN BRIDGE RAIL
 DM4062'IN SOUTHEAST CONER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 16X02 OVER DRY
 DM4062'RIVER BED, 7.1 MI (11.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 AND
 DM4062'COUNTY ROAD 12 (GUNFLINT TRAIL), IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4062'MILEPOST OF 117.30, 25.0 FT (7.6 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4062' 
 DM4062'NOTE--DISK SET IN BRIDGE WHEN BUILT IN 2004 THEN STAMPED WHEN USED IN
 DM4062'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4063 ***********************************************************************
 DM4063  DESIGNATION -  1602 F
 DM4063  PID         -  DM4063
 DM4063  STATE/COUNTY-  MN/COOK
 DM4063  COUNTRY     -  US
 DM4063  USGS QUAD   -  KADUNCE RIVER (1986)
 DM4063
 DM4063                         *CURRENT SURVEY CONTROL
 DM4063  ______________________________________________________________________
 DM4063* NAD 83(1986) POSITION- 47 46 36.     (N) 090 13 30.     (W)   SCALED    
 DM4063* NAVD 88 ORTHO HEIGHT -   186.884  (meters)     613.14  (feet) ADJUSTED  
 DM4063  ______________________________________________________________________
 DM4063  GEOID HEIGHT    -        -31.31  (meters)                     GEOID09
 DM4063  DYNAMIC HEIGHT  -        186.928 (meters)      613.28  (feet) COMP
 DM4063  MODELED GRAVITY -    980,844.1   (mgal)                       NAVD 88
 DM4063
 DM4063  VERT ORDER      -  SECOND    CLASS I
 DM4063
 DM4063.The horizontal coordinates were scaled from a topographic map and have
 DM4063.an estimated accuracy of +/- 6 seconds.
 DM4063.
 DM4063.The orthometric height was determined by differential leveling and
 DM4063.adjusted in January 2011.
 DM4063
 DM4063.The dynamic height is computed by dividing the NAVD 88
 DM4063.geopotential number by the normal gravity value computed on the
 DM4063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4063.degrees latitude (g = 980.6199 gals.).
 DM4063
 DM4063.The modeled gravity was interpolated from observed gravity values.
 DM4063
 DM4063;                    North         East    Units  Estimated Accuracy
 DM4063;SPC MN N     -   245,940.    1,015,400.      MT  (+/- 180 meters Scaled)
 DM4063
 DM4063                          SUPERSEDED SURVEY CONTROL
 DM4063
 DM4063.No superseded survey control is available for this station.
 DM4063
 DM4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN078952(NAD 83)
 DM4063
 DM4063_MARKER: DB = BENCH MARK DISK
 DM4063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4063_SP_SET: BOX CULVERT HEADWALL
 DM4063_STAMPING: 1602 F 2007
 DM4063_MARK LOGO: MNHD  
 DM4063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4063+STABILITY: SURFACE MOTION
 DM4063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4063+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4063
 DM4063  HISTORY     - Date     Condition        Report By
 DM4063  HISTORY     - 1968     MONUMENTED       MNHD
 DM4063  HISTORY     - 20070506 GOOD             MNDT
 DM4063
 DM4063                          STATION DESCRIPTION
 DM4063
 DM4063'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4063'THE MARK IS 5.75 MI (9.3 KM) NORTHEAST FROM GRAND MARAIS, 5.75 MI (9.3
 DM4063'KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION TRUNK HIGHWAY
 DM4063'61 AND COUNTY ROAD 12 IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILE POINT
 DM4063'115.2, IN EAST END OF SOUTH HEADWALL OF TRUNK HIGHWAY 61 BOX CULVERT
 DM4063'AT DURFEE CREEK.
 DM4063' 
 DM4063'IT IS 46 FT (14.0 M) SOUTH OF TRUNK HIGHWAY 61, 0.6 FT (18 CM) EAST OF
 DM4063'STATION X 343.
 DM4063' 
 DM4063'NOTE-DISK SET IN CULVERT WHEN BUILT IN 1978 THEN STAMPED WHEN USED IN
 DM4063'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4060 ***********************************************************************
 DM4060  DESIGNATION -  1602 G
 DM4060  PID         -  DM4060
 DM4060  STATE/COUNTY-  MN/COOK
 DM4060  COUNTRY     -  US
 DM4060  USGS QUAD   -  KADUNCE RIVER (1986)
 DM4060
 DM4060                         *CURRENT SURVEY CONTROL
 DM4060  ______________________________________________________________________
 DM4060* NAD 83(1986) POSITION- 47 47 36.     (N) 090 09 31.     (W)   SCALED    
 DM4060* NAVD 88 ORTHO HEIGHT -   185.681  (meters)     609.19  (feet) ADJUSTED  
 DM4060  ______________________________________________________________________
 DM4060  GEOID HEIGHT    -        -31.62  (meters)                     GEOID09
 DM4060  DYNAMIC HEIGHT  -        185.724 (meters)      609.33  (feet) COMP
 DM4060  MODELED GRAVITY -    980,837.0   (mgal)                       NAVD 88
 DM4060
 DM4060  VERT ORDER      -  SECOND    CLASS I
 DM4060
 DM4060.The horizontal coordinates were scaled from a topographic map and have
 DM4060.an estimated accuracy of +/- 6 seconds.
 DM4060.
 DM4060.The orthometric height was determined by differential leveling and
 DM4060.adjusted in January 2011.
 DM4060
 DM4060.The dynamic height is computed by dividing the NAVD 88
 DM4060.geopotential number by the normal gravity value computed on the
 DM4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4060.degrees latitude (g = 980.6199 gals.).
 DM4060
 DM4060.The modeled gravity was interpolated from observed gravity values.
 DM4060
 DM4060;                    North         East    Units  Estimated Accuracy
 DM4060;SPC MN N     -   247,980.    1,020,300.      MT  (+/- 180 meters Scaled)
 DM4060
 DM4060                          SUPERSEDED SURVEY CONTROL
 DM4060
 DM4060.No superseded survey control is available for this station.
 DM4060
 DM4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYN127972(NAD 83)
 DM4060
 DM4060_MARKER: DB = BENCH MARK DISK
 DM4060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4060_SP_SET: BOX CULVERT HEADWALL
 DM4060_STAMPING: 1602 G 2007
 DM4060_MARK LOGO: MNHD  
 DM4060_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4060+STABILITY: SURFACE MOTION
 DM4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4060+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2007
 DM4060
 DM4060  HISTORY     - Date     Condition        Report By
 DM4060  HISTORY     - 1969     MONUMENTED       MNHD
 DM4060  HISTORY     - 20070506 GOOD             MNDT
 DM4060
 DM4060                          STATION DESCRIPTION
 DM4060
 DM4060'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4060'THE MARK IS 9.0 MI (14.5 KM) NORTHEAST OF GRAND MARAIS, IN HEADWALL
 DM4060'BOX CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 CULVERT OVER
 DM4060'CREEK, 9.2 MI (14.8 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 AND COUNTY
 DM4060'ROAD 12 (GUNFLINT TRAIL), IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4060'MILEPOST OF 118.65.
 DM4060' 
 DM4060'IT IS 42.8 FT (13.0 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4060' 
 DM4060'NOTE-DISK SET IN CULVERT WHEN BUILT IN 1969 THEN STAMPED WHEN USED IN
 DM4060'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4549 ***********************************************************************
 DM4549  DESIGNATION -  1602 H
 DM4549  PID         -  DM4549
 DM4549  STATE/COUNTY-  MN/COOK
 DM4549  COUNTRY     -  US
 DM4549  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4549
 DM4549                         *CURRENT SURVEY CONTROL
 DM4549  ______________________________________________________________________
 DM4549* NAD 83(1986) POSITION- 47 44 58.     (N) 090 21 13.     (W)   SCALED    
 DM4549* NAVD 88 ORTHO HEIGHT -   234.691  (meters)     769.98  (feet) ADJUSTED  
 DM4549  ______________________________________________________________________
 DM4549  GEOID HEIGHT    -        -30.75  (meters)                     GEOID09
 DM4549  DYNAMIC HEIGHT  -        234.748 (meters)      770.17  (feet) COMP
 DM4549  MODELED GRAVITY -    980,848.9   (mgal)                       NAVD 88
 DM4549
 DM4549  VERT ORDER      -  SECOND    CLASS I
 DM4549
 DM4549.The horizontal coordinates were scaled from a topographic map and have
 DM4549.an estimated accuracy of +/- 6 seconds.
 DM4549.
 DM4549.The orthometric height was determined by differential leveling and
 DM4549.adjusted in June 2011.
 DM4549
 DM4549.The dynamic height is computed by dividing the NAVD 88
 DM4549.geopotential number by the normal gravity value computed on the
 DM4549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4549.degrees latitude (g = 980.6199 gals.).
 DM4549
 DM4549.The modeled gravity was interpolated from observed gravity values.
 DM4549
 DM4549;                    North         East    Units  Estimated Accuracy
 DM4549;SPC MN N     -   242,560.    1,005,880.      MT  (+/- 180 meters Scaled)
 DM4549
 DM4549                          SUPERSEDED SURVEY CONTROL
 DM4549
 DM4549.No superseded survey control is available for this station.
 DM4549
 DM4549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN983918(NAD 83)
 DM4549
 DM4549_MARKER: DD = SURVEY DISK
 DM4549_SETTING: 66 = SET IN ROCK OUTCROP
 DM4549_STAMPING: 1602 H 2007
 DM4549_MARK LOGO: MNDT  
 DM4549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4549+STABILITY: POSITION/ELEVATION WELL
 DM4549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4549+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4549
 DM4549  HISTORY     - Date     Condition        Report By
 DM4549  HISTORY     - 2007     MONUMENTED       MNDT
 DM4549
 DM4549                          STATION DESCRIPTION
 DM4549
 DM4549'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4549'THE MARK IS 1.0 MI (1.6 KM) WEST OF GRAND MARAIS, 0.6 MI (1.0 KM) WEST
 DM4549'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4549'COUNTY ROAD 15 IN GRAND MARAIS, 0.5 MI (0.8 KM) EAST OF RANGER
 DM4549'STATION, AT TRUNK HIGHWAY 61 MILE POINT 108.75.
 DM4549' 
 DM4549'IT IS 53.6 FT (16.3 M) EAST OF DRIVEWAY NUMBER 1501/1511, 49.4 FT
 DM4549'(15.1 M) NORTH OF TRUNK HIGHWAY 61, 10.2 FT (3.1 M) NORTH OF LIGHT
 DM4549'POLE, 10.23 FT (3.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4550 ***********************************************************************
 DM4550  DESIGNATION -  1602 J
 DM4550  PID         -  DM4550
 DM4550  STATE/COUNTY-  MN/COOK
 DM4550  COUNTRY     -  US
 DM4550  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4550
 DM4550                         *CURRENT SURVEY CONTROL
 DM4550  ______________________________________________________________________
 DM4550* NAD 83(1986) POSITION- 47 44 28.     (N) 090 23 33.     (W)   SCALED    
 DM4550* NAVD 88 ORTHO HEIGHT -   201.597  (meters)     661.41  (feet) ADJUSTED  
 DM4550  ______________________________________________________________________
 DM4550  GEOID HEIGHT    -        -30.61  (meters)                     GEOID09
 DM4550  DYNAMIC HEIGHT  -        201.646 (meters)      661.57  (feet) COMP
 DM4550  MODELED GRAVITY -    980,848.1   (mgal)                       NAVD 88
 DM4550
 DM4550  VERT ORDER      -  SECOND    CLASS I
 DM4550
 DM4550.The horizontal coordinates were scaled from a topographic map and have
 DM4550.an estimated accuracy of +/- 6 seconds.
 DM4550.
 DM4550.The orthometric height was determined by differential leveling and
 DM4550.adjusted in June 2011.
 DM4550
 DM4550.The dynamic height is computed by dividing the NAVD 88
 DM4550.geopotential number by the normal gravity value computed on the
 DM4550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4550.degrees latitude (g = 980.6199 gals.).
 DM4550
 DM4550.The modeled gravity was interpolated from observed gravity values.
 DM4550
 DM4550;                    North         East    Units  Estimated Accuracy
 DM4550;SPC MN N     -   241,530.    1,003,000.      MT  (+/- 180 meters Scaled)
 DM4550
 DM4550                          SUPERSEDED SURVEY CONTROL
 DM4550
 DM4550.No superseded survey control is available for this station.
 DM4550
 DM4550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN954908(NAD 83)
 DM4550
 DM4550_MARKER: DD = SURVEY DISK
 DM4550_SETTING: 66 = SET IN ROCK OUTCROP
 DM4550_STAMPING: 1602 J 2007
 DM4550_MARK LOGO: MNDT  
 DM4550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM4550+STABILITY: POSITION/ELEVATION WELL
 DM4550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4550+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4550
 DM4550  HISTORY     - Date     Condition        Report By
 DM4550  HISTORY     - 2007     MONUMENTED       MNDT
 DM4550
 DM4550                          STATION DESCRIPTION
 DM4550
 DM4550'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4550'THE MARK IS 2.5 MILES WEST SOUTHWEST OF GRAND MARAIS, 2.65 MILES WEST
 DM4550'AND SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4550'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, 0.2 MILE SOUTHWEST OF
 DM4550'FALL RIVER, 0.05 MILE NORTHEAST OF ROSEBUSH HILL ROAD, AT TRUNK
 DM4550'HIGHWAY 61 MILEPOINT 106.80.
 DM4550' 
 DM4550'IT IS 52.8 FEET NORTHWEST OF TRUNK HIGHWAY 61, 2.4 FEET NORTHWEST OF
 DM4550'TRUNK HIGHWAY 61, 1.2 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4551 ***********************************************************************
 DM4551  DESIGNATION -  1602 K
 DM4551  PID         -  DM4551
 DM4551  STATE/COUNTY-  MN/COOK
 DM4551  COUNTRY     -  US
 DM4551  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4551
 DM4551                         *CURRENT SURVEY CONTROL
 DM4551  ______________________________________________________________________
 DM4551* NAD 83(1986) POSITION- 47 44 12.     (N) 090 24 48.     (W)   SCALED    
 DM4551* NAVD 88 ORTHO HEIGHT -   207.040  (meters)     679.26  (feet) ADJUSTED  
 DM4551  ______________________________________________________________________
 DM4551  GEOID HEIGHT    -        -30.54  (meters)                     GEOID09
 DM4551  DYNAMIC HEIGHT  -        207.090 (meters)      679.43  (feet) COMP
 DM4551  MODELED GRAVITY -    980,849.2   (mgal)                       NAVD 88
 DM4551
 DM4551  VERT ORDER      -  SECOND    CLASS I
 DM4551
 DM4551.The horizontal coordinates were scaled from a topographic map and have
 DM4551.an estimated accuracy of +/- 6 seconds.
 DM4551.
 DM4551.The orthometric height was determined by differential leveling and
 DM4551.adjusted in June 2011.
 DM4551
 DM4551.The dynamic height is computed by dividing the NAVD 88
 DM4551.geopotential number by the normal gravity value computed on the
 DM4551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4551.degrees latitude (g = 980.6199 gals.).
 DM4551
 DM4551.The modeled gravity was interpolated from observed gravity values.
 DM4551
 DM4551;                    North         East    Units  Estimated Accuracy
 DM4551;SPC MN N     -   240,990.    1,001,450.      MT  (+/- 180 meters Scaled)
 DM4551
 DM4551                          SUPERSEDED SURVEY CONTROL
 DM4551
 DM4551.No superseded survey control is available for this station.
 DM4551
 DM4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN939902(NAD 83)
 DM4551
 DM4551_MARKER: DD = SURVEY DISK
 DM4551_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4551_STAMPING: 1602 K 2007
 DM4551_MARK LOGO: MNDT  
 DM4551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4551+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4551
 DM4551  HISTORY     - Date     Condition        Report By
 DM4551  HISTORY     - 2007     MONUMENTED       MNDT
 DM4551
 DM4551                          STATION DESCRIPTION
 DM4551
 DM4551'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4551'THE MARK IS 2.5 MILES WEST SOUTHWEST OF GRAND MARAIS, 2.65 MILES WEST
 DM4551'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4551'COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61 MILEPOINT 105.75,
 DM4551'50.2 FEET NORTH NORTHWEST OF TRUNK HIGHWAY 61, 2.7 FEET NORTH
 DM4551'NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4552 ***********************************************************************
 DM4552  DESIGNATION -  1602 L
 DM4552  PID         -  DM4552
 DM4552  STATE/COUNTY-  MN/COOK
 DM4552  COUNTRY     -  US
 DM4552  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4552
 DM4552                         *CURRENT SURVEY CONTROL
 DM4552  ______________________________________________________________________
 DM4552* NAD 83(1986) POSITION- 47 43 56.     (N) 090 26 06.     (W)   SCALED    
 DM4552* NAVD 88 ORTHO HEIGHT -   192.692  (meters)     632.19  (feet) ADJUSTED  
 DM4552  ______________________________________________________________________
 DM4552  GEOID HEIGHT    -        -30.46  (meters)                     GEOID09
 DM4552  DYNAMIC HEIGHT  -        192.738 (meters)      632.34  (feet) COMP
 DM4552  MODELED GRAVITY -    980,850.0   (mgal)                       NAVD 88
 DM4552
 DM4552  VERT ORDER      -  SECOND    CLASS I
 DM4552
 DM4552.The horizontal coordinates were scaled from a topographic map and have
 DM4552.an estimated accuracy of +/- 6 seconds.
 DM4552.
 DM4552.The orthometric height was determined by differential leveling and
 DM4552.adjusted in June 2011.
 DM4552
 DM4552.The dynamic height is computed by dividing the NAVD 88
 DM4552.geopotential number by the normal gravity value computed on the
 DM4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4552.degrees latitude (g = 980.6199 gals.).
 DM4552
 DM4552.The modeled gravity was interpolated from observed gravity values.
 DM4552
 DM4552;                    North         East    Units  Estimated Accuracy
 DM4552;SPC MN N     -   240,440.      999,850.      MT  (+/- 180 meters Scaled)
 DM4552
 DM4552                          SUPERSEDED SURVEY CONTROL
 DM4552
 DM4552.No superseded survey control is available for this station.
 DM4552
 DM4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN923897(NAD 83)
 DM4552
 DM4552_MARKER: DD = SURVEY DISK
 DM4552_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4552_STAMPING: 1602 L 2007
 DM4552_MARK LOGO: MNDT  
 DM4552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4552+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4552
 DM4552  HISTORY     - Date     Condition        Report By
 DM4552  HISTORY     - 2007     MONUMENTED       MNDT
 DM4552
 DM4552                          STATION DESCRIPTION
 DM4552
 DM4552'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4552'THE MARK IS 4.5 MI (7.2 KM) WEST-SOUTHWEST OF GRAND MARAIS, 4.75 MI
 DM4552'(7.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4552'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4552'MILE POINT 104.70.
 DM4552' 
 DM4552'IT IS 54.4 FT (16.6 M) SOUTHEAST OF TRUNK HIGHWAY 61, 94.6 FT (28.8 M)
 DM4552'NORTHEAST OF POWER POLE, 1.5 FT (0.5 M) NORTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4553 ***********************************************************************
 DM4553  DESIGNATION -  1602 M
 DM4553  PID         -  DM4553
 DM4553  STATE/COUNTY-  MN/COOK
 DM4553  COUNTRY     -  US
 DM4553  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4553
 DM4553                         *CURRENT SURVEY CONTROL
 DM4553  ______________________________________________________________________
 DM4553* NAD 83(1986) POSITION- 47 43 25.     (N) 090 26 55.     (W)   SCALED    
 DM4553* NAVD 88 ORTHO HEIGHT -   202.777  (meters)     665.28  (feet) ADJUSTED  
 DM4553  ______________________________________________________________________
 DM4553  GEOID HEIGHT    -        -30.44  (meters)                     GEOID09
 DM4553  DYNAMIC HEIGHT  -        202.827 (meters)      665.44  (feet) COMP
 DM4553  MODELED GRAVITY -    980,851.7   (mgal)                       NAVD 88
 DM4553
 DM4553  VERT ORDER      -  SECOND    CLASS I
 DM4553
 DM4553.The horizontal coordinates were scaled from a topographic map and have
 DM4553.an estimated accuracy of +/- 6 seconds.
 DM4553.
 DM4553.The orthometric height was determined by differential leveling and
 DM4553.adjusted in June 2011.
 DM4553
 DM4553.The dynamic height is computed by dividing the NAVD 88
 DM4553.geopotential number by the normal gravity value computed on the
 DM4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4553.degrees latitude (g = 980.6199 gals.).
 DM4553
 DM4553.The modeled gravity was interpolated from observed gravity values.
 DM4553
 DM4553;                    North         East    Units  Estimated Accuracy
 DM4553;SPC MN N     -   239,440.      998,860.      MT  (+/- 180 meters Scaled)
 DM4553
 DM4553                          SUPERSEDED SURVEY CONTROL
 DM4553
 DM4553.No superseded survey control is available for this station.
 DM4553
 DM4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN913887(NAD 83)
 DM4553
 DM4553_MARKER: DD = SURVEY DISK
 DM4553_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4553_STAMPING: 1602 M 2007
 DM4553_MARK LOGO: MNDT  
 DM4553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4553+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4553
 DM4553  HISTORY     - Date     Condition        Report By
 DM4553  HISTORY     - 2007     MONUMENTED       MNDT
 DM4553
 DM4553                          STATION DESCRIPTION
 DM4553
 DM4553'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4553'THE MARK IS 5.5 MI (8.8 KM) SOUTHWEST OF GRAND MARAIS, 5.75 MI (9.3
 DM4553'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4553'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4553'MILE POINT 103.70, 52.9 FT (16.1 M) NORTHWEST OF TRUNK HIGHWAY 61, 5.4
 DM4553'FT (1.6 M) NORTHWEST OF SOUTH EDGE OF ROCK FACE, 1.9 FT (0.6 M)
 DM4553'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4554 ***********************************************************************
 DM4554  DESIGNATION -  1602 N
 DM4554  PID         -  DM4554
 DM4554  STATE/COUNTY-  MN/COOK
 DM4554  COUNTRY     -  US
 DM4554  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4554
 DM4554                         *CURRENT SURVEY CONTROL
 DM4554  ______________________________________________________________________
 DM4554* NAD 83(1986) POSITION- 47 43 15.     (N) 090 28 08.     (W)   SCALED    
 DM4554* NAVD 88 ORTHO HEIGHT -   205.989  (meters)     675.82  (feet) ADJUSTED  
 DM4554  ______________________________________________________________________
 DM4554  GEOID HEIGHT    -        -30.36  (meters)                     GEOID09
 DM4554  DYNAMIC HEIGHT  -        206.040 (meters)      675.98  (feet) COMP
 DM4554  MODELED GRAVITY -    980,851.1   (mgal)                       NAVD 88
 DM4554
 DM4554  VERT ORDER      -  SECOND    CLASS I
 DM4554
 DM4554.The horizontal coordinates were scaled from a topographic map and have
 DM4554.an estimated accuracy of +/- 6 seconds.
 DM4554.
 DM4554.The orthometric height was determined by differential leveling and
 DM4554.adjusted in June 2011.
 DM4554
 DM4554.The dynamic height is computed by dividing the NAVD 88
 DM4554.geopotential number by the normal gravity value computed on the
 DM4554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4554.degrees latitude (g = 980.6199 gals.).
 DM4554
 DM4554.The modeled gravity was interpolated from observed gravity values.
 DM4554
 DM4554;                    North         East    Units  Estimated Accuracy
 DM4554;SPC MN N     -   239,080.      997,350.      MT  (+/- 180 meters Scaled)
 DM4554
 DM4554                          SUPERSEDED SURVEY CONTROL
 DM4554
 DM4554.No superseded survey control is available for this station.
 DM4554
 DM4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN898883(NAD 83)
 DM4554
 DM4554_MARKER: DD = SURVEY DISK
 DM4554_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4554_STAMPING: 1602 N 2007
 DM4554_MARK LOGO: MNDT  
 DM4554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4554+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4554
 DM4554  HISTORY     - Date     Condition        Report By
 DM4554  HISTORY     - 2007     MONUMENTED       MNDT
 DM4554
 DM4554                          STATION DESCRIPTION
 DM4554
 DM4554'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4554'THE MARK IS 6.5 MI (10.5 KM) SOUTHWEST OF GRAND MARAIS, 6.75 MI (10.9
 DM4554'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4554'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4554'MILE POINT 102.7, 56.1 FT (17.1 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DM4554'61, 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4555 ***********************************************************************
 DM4555  DESIGNATION -  1602 P
 DM4555  PID         -  DM4555
 DM4555  STATE/COUNTY-  MN/COOK
 DM4555  COUNTRY     -  US
 DM4555  USGS QUAD   -  GOOD HARBOR BAY (1986)
 DM4555
 DM4555                         *CURRENT SURVEY CONTROL
 DM4555  ______________________________________________________________________
 DM4555* NAD 83(1986) POSITION- 47 42 56.     (N) 090 29 25.     (W)   SCALED    
 DM4555* NAVD 88 ORTHO HEIGHT -   211.452  (meters)     693.74  (feet) ADJUSTED  
 DM4555  ______________________________________________________________________
 DM4555  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 DM4555  DYNAMIC HEIGHT  -        211.503 (meters)      693.91  (feet) COMP
 DM4555  MODELED GRAVITY -    980,850.6   (mgal)                       NAVD 88
 DM4555
 DM4555  VERT ORDER      -  SECOND    CLASS I
 DM4555
 DM4555.The horizontal coordinates were scaled from a topographic map and have
 DM4555.an estimated accuracy of +/- 6 seconds.
 DM4555.
 DM4555.The orthometric height was determined by differential leveling and
 DM4555.adjusted in June 2011.
 DM4555
 DM4555.The dynamic height is computed by dividing the NAVD 88
 DM4555.geopotential number by the normal gravity value computed on the
 DM4555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4555.degrees latitude (g = 980.6199 gals.).
 DM4555
 DM4555.The modeled gravity was interpolated from observed gravity values.
 DM4555
 DM4555;                    North         East    Units  Estimated Accuracy
 DM4555;SPC MN N     -   238,440.      995,760.      MT  (+/- 180 meters Scaled)
 DM4555
 DM4555                          SUPERSEDED SURVEY CONTROL
 DM4555
 DM4555.No superseded survey control is available for this station.
 DM4555
 DM4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN882877(NAD 83)
 DM4555
 DM4555_MARKER: DD = SURVEY DISK
 DM4555_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4555_STAMPING: 1602 P 2007
 DM4555_MARK LOGO: MNDT  
 DM4555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4555+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4555
 DM4555  HISTORY     - Date     Condition        Report By
 DM4555  HISTORY     - 2007     MONUMENTED       MNDT
 DM4555
 DM4555                          STATION DESCRIPTION
 DM4555
 DM4555'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4555'THE MARK IS 7.5 MI (12.1 KM) SOUTHWEST OF GRAND MARAIS, 7.8 MI (12.6
 DM4555'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4555'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4555'MILE POINT 101.7, 0.05 MI (0.1 KM) SOUTHWEST OF COUNTY ROAD 7, 44.2 FT
 DM4555'(13.5 M) SOUTHEAST OF TRUNK HIGHWAY 61, 2.0 FT (0.6 M) NORTHWEST OF A
 DM4555'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4556 ***********************************************************************
 DM4556  DESIGNATION -  1602 Q
 DM4556  PID         -  DM4556
 DM4556  STATE/COUNTY-  MN/COOK
 DM4556  COUNTRY     -  US
 DM4556  USGS QUAD   -  DEER YARD LAKE (1986)
 DM4556
 DM4556                         *CURRENT SURVEY CONTROL
 DM4556  ______________________________________________________________________
 DM4556* NAD 83(1986) POSITION- 47 41 35.     (N) 090 33 23.     (W)   SCALED    
 DM4556* NAVD 88 ORTHO HEIGHT -   198.439  (meters)     651.05  (feet) ADJUSTED  
 DM4556  ______________________________________________________________________
 DM4556  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 DM4556  DYNAMIC HEIGHT  -        198.487 (meters)      651.20  (feet) COMP
 DM4556  MODELED GRAVITY -    980,849.4   (mgal)                       NAVD 88
 DM4556
 DM4556  VERT ORDER      -  SECOND    CLASS I
 DM4556
 DM4556.The horizontal coordinates were scaled from a topographic map and have
 DM4556.an estimated accuracy of +/- 6 seconds.
 DM4556.
 DM4556.The orthometric height was determined by differential leveling and
 DM4556.adjusted in June 2011.
 DM4556
 DM4556.The dynamic height is computed by dividing the NAVD 88
 DM4556.geopotential number by the normal gravity value computed on the
 DM4556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4556.degrees latitude (g = 980.6199 gals.).
 DM4556
 DM4556.The modeled gravity was interpolated from observed gravity values.
 DM4556
 DM4556;                    North         East    Units  Estimated Accuracy
 DM4556;SPC MN N     -   235,780.      990,890.      MT  (+/- 180 meters Scaled)
 DM4556
 DM4556                          SUPERSEDED SURVEY CONTROL
 DM4556
 DM4556.No superseded survey control is available for this station.
 DM4556
 DM4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN833850(NAD 83)
 DM4556
 DM4556_MARKER: DD = SURVEY DISK
 DM4556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4556_STAMPING: 1602 Q 2007
 DM4556_MARK LOGO: MNDT  
 DM4556_PROJECTION: FLUSH
 DM4556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4556+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4556_ROD/PIPE-DEPTH:  3.7 meters
 DM4556
 DM4556  HISTORY     - Date     Condition        Report By
 DM4556  HISTORY     - 2007     MONUMENTED       MNDT
 DM4556
 DM4556                          STATION DESCRIPTION
 DM4556
 DM4556'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4556'THE MARK IS 11.0 MI (17.7 KM) SOUTHWEST OF GRAND MARAIS, 11.35 MI
 DM4556'(18.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4556'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4556'MILE POINT 98.10.
 DM4556' 
 DM4556'IT IS 35.8 FT (10.9 M) SOUTHEAST OF TRUNK HIGHWAY 61, 35.6 FT (10.9 M)
 DM4556'NORTHEAST OF CULVERT, 2.6 FT (0.8 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4557 ***********************************************************************
 DM4557  DESIGNATION -  1602 R
 DM4557  PID         -  DM4557
 DM4557  STATE/COUNTY-  MN/COOK
 DM4557  COUNTRY     -  US
 DM4557  USGS QUAD   -  DEER YARD LAKE (1986)
 DM4557
 DM4557                         *CURRENT SURVEY CONTROL
 DM4557  ______________________________________________________________________
 DM4557* NAD 83(1986) POSITION- 47 41 11.     (N) 090 34 24.     (W)   SCALED    
 DM4557* NAVD 88 ORTHO HEIGHT -   208.945  (meters)     685.51  (feet) ADJUSTED  
 DM4557  ______________________________________________________________________
 DM4557  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 DM4557  DYNAMIC HEIGHT  -        208.995 (meters)      685.68  (feet) COMP
 DM4557  MODELED GRAVITY -    980,849.2   (mgal)                       NAVD 88
 DM4557
 DM4557  VERT ORDER      -  SECOND    CLASS I
 DM4557
 DM4557.The horizontal coordinates were scaled from a topographic map and have
 DM4557.an estimated accuracy of +/- 6 seconds.
 DM4557.
 DM4557.The orthometric height was determined by differential leveling and
 DM4557.adjusted in June 2011.
 DM4557
 DM4557.The dynamic height is computed by dividing the NAVD 88
 DM4557.geopotential number by the normal gravity value computed on the
 DM4557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4557.degrees latitude (g = 980.6199 gals.).
 DM4557
 DM4557.The modeled gravity was interpolated from observed gravity values.
 DM4557
 DM4557;                    North         East    Units  Estimated Accuracy
 DM4557;SPC MN N     -   234,990.      989,640.      MT  (+/- 180 meters Scaled)
 DM4557
 DM4557                          SUPERSEDED SURVEY CONTROL
 DM4557
 DM4557.No superseded survey control is available for this station.
 DM4557
 DM4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN821842(NAD 83)
 DM4557
 DM4557_MARKER: DD = SURVEY DISK
 DM4557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4557_STAMPING: 1602 R 2007
 DM4557_MARK LOGO: MNDT  
 DM4557_PROJECTION: FLUSH
 DM4557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4557+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4557_ROD/PIPE-DEPTH:  4.3 meters
 DM4557
 DM4557  HISTORY     - Date     Condition        Report By
 DM4557  HISTORY     - 2007     MONUMENTED       MNDT
 DM4557
 DM4557                          STATION DESCRIPTION
 DM4557
 DM4557'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4557'THE MARK IS 12.0 MI (19.3 KM) SOUTHWEST OF GRAND MARAIS, 12.3 MI (19.8
 DM4557'KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4557'HIGHWAY 61 AND COUNTY ROAD 15 IN GRAND MARAIS, AT TRUNK HIGHWAY 61
 DM4557'MILE POINT 97.25.
 DM4557' 
 DM4557'IT IS 48.9 FT (14.9 M) SOUTHEAST OF TRUNK HIGHWAY 61, 21.4 FT (6.5 M)
 DM4557'NORTHEAST OF DRIVEWAY NUMBER 4210, 2.9 FT (0.9 M) SOUTHWEST OF A
 DM4557'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8407 ***********************************************************************
 DE8407  DESIGNATION -  1604 A
 DE8407  PID         -  DE8407
 DE8407  STATE/COUNTY-  MN/COOK
 DE8407  COUNTRY     -  US
 DE8407  USGS QUAD   -  MINERAL CENTER (1986)
 DE8407
 DE8407                         *CURRENT SURVEY CONTROL
 DE8407  ______________________________________________________________________
 DE8407* NAD 83(1986) POSITION- 47 53 00.4    (N) 089 50 14.0    (W)   HD_HELD2  
 DE8407* NAVD 88 ORTHO HEIGHT -   214.803  (meters)     704.73  (feet) ADJUSTED  
 DE8407  ______________________________________________________________________
 DE8407  GEOID HEIGHT    -        -33.03  (meters)                     GEOID09
 DE8407  DYNAMIC HEIGHT  -        214.847 (meters)      704.88  (feet) COMP
 DE8407  MODELED GRAVITY -    980,811.0   (mgal)                       NAVD 88
 DE8407
 DE8407  VERT ORDER      -  SECOND    CLASS I
 DE8407
 DE8407.The horizontal coordinates were established by autonomous hand held GPS
 DE8407.observations and have an estimated accuracy of +/- 10 meters.
 DE8407.
 DE8407.The orthometric height was determined by differential leveling and
 DE8407.adjusted in August 2004.
 DE8407
 DE8407.The dynamic height is computed by dividing the NAVD 88
 DE8407.geopotential number by the normal gravity value computed on the
 DE8407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8407.degrees latitude (g = 980.6199 gals.).
 DE8407
 DE8407.The modeled gravity was interpolated from observed gravity values.
 DE8407
 DE8407;                    North         East    Units  Estimated Accuracy
 DE8407;SPC MN N     -   258,951.    1,043,938.      MT  (+/- 10 meters HH2 GPS)
 DE8407
 DE8407                          SUPERSEDED SURVEY CONTROL
 DE8407
 DE8407.No superseded survey control is available for this station.
 DE8407
 DE8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8788807242(NAD 83)
 DE8407
 DE8407_MARKER: DD = SURVEY DISK
 DE8407_SETTING: 66 = SET IN ROCK OUTCROP
 DE8407_STAMPING: 1604 A 1997
 DE8407_MARK LOGO: MNDT  
 DE8407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE8407+STABILITY: POSITION/ELEVATION WELL
 DE8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8407+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE8407
 DE8407  HISTORY     - Date     Condition        Report By
 DE8407  HISTORY     - 1997     MONUMENTED       MNDT
 DE8407
 DE8407                          STATION DESCRIPTION
 DE8407
 DE8407'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DE8407'THE MARK IS 6.6 MI (10.6 KM) NE OF HOVLAND, 6.6 MI (10.6 KM) NE ALONG
 DE8407'TH 61 FROM THE JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP
 DE8407'135.55, 38.9 FT (11.9 M) NORTH OF TH 61, 59.9 FT (18.3 M) NORTH OF
 DE8407'GUARD RAIL, 7.1 FT (2.2 M) NW OF WIT POST.  DISK SET IN A DRILL HOLE
 DE8407'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5686 ***********************************************************************
 DE5686  DESIGNATION -  1604 B
 DE5686  PID         -  DE5686
 DE5686  STATE/COUNTY-  MN/COOK
 DE5686  COUNTRY     -  US
 DE5686  USGS QUAD   -  MINERAL CENTER (1986)
 DE5686
 DE5686                         *CURRENT SURVEY CONTROL
 DE5686  ______________________________________________________________________
 DE5686* NAD 83(2007) POSITION- 47 53 18.23932(N) 089 48 59.48214(W)   ADJUSTED  
 DE5686* NAD 83(2007) ELLIP HT-   170.824 (meters)        (02/10/07)   ADJUSTED
 DE5686* NAD 83(2007) EPOCH   -  2002.00
 DE5686* NAVD 88 ORTHO HEIGHT -   203.942  (meters)     669.10  (feet) ADJUSTED  
 DE5686  ______________________________________________________________________
 DE5686  NAD 83(2007) X  -     13,721.897 (meters)                     COMP
 DE5686  NAD 83(2007) Y  - -4,285,023.782 (meters)                     COMP
 DE5686  NAD 83(2007) Z  -  4,708,691.011 (meters)                     COMP
 DE5686  LAPLACE CORR    -        -14.78  (seconds)                    DEFLEC09
 DE5686  GEOID HEIGHT    -        -33.12  (meters)                     GEOID09
 DE5686  DYNAMIC HEIGHT  -        203.984 (meters)      669.24  (feet) COMP
 DE5686  MODELED GRAVITY -    980,809.6   (mgal)                       NAVD 88
 DE5686
 DE5686  VERT ORDER      -  SECOND    CLASS I
 DE5686
 DE5686  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5686  Type                                         Horiz  Ellip  Dist(km)
 DE5686  -------------------------------------------------------------------
 DE5686  NETWORK                                       1.03   0.92
 DE5686  -------------------------------------------------------------------
 DE5686  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.94   0.76      2.84
 DE5686  -------------------------------------------------------------------
 DE5686  NOTE: Click here for information on individual local accuracy
 DE5686  values and other accuracy information.
 DE5686
 DE5686
 DE5686.The horizontal coordinates were established by GPS observations
 DE5686.and adjusted by the National Geodetic Survey in February 2007.
 DE5686
 DE5686.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5686.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5686
 DE5686.The horizontal coordinates are valid at the epoch date displayed above
 DE5686.which is a decimal equivalence of Year/Month/Day.
 DE5686
 DE5686.The orthometric height was determined by differential leveling and
 DE5686.adjusted in August 2004.
 DE5686
 DE5686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5686
 DE5686.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5686
 DE5686.The ellipsoidal height was determined by GPS observations
 DE5686.and is referenced to NAD 83.
 DE5686
 DE5686.The dynamic height is computed by dividing the NAVD 88
 DE5686.geopotential number by the normal gravity value computed on the
 DE5686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5686.degrees latitude (g = 980.6199 gals.).
 DE5686
 DE5686.The modeled gravity was interpolated from observed gravity values.
 DE5686
 DE5686. The following values were computed from the NAD 83(2007) position.
 DE5686
 DE5686;                    North         East     Units Scale Factor Converg.
 DE5686;SPC MN N     -   259,567.205 1,045,461.052   MT  0.99990324   +2 26 01.6
 DE5686;SPC MN N     -   851,596.74  3,429,983.47   sFT  0.99990324   +2 26 01.6
 DE5686;UTM  16      - 5,307,736.890   289,455.788   MT  1.00014474   -2 05 24.6
 DE5686
 DE5686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5686!SPC MN N     -   0.99997323  x   0.99990324  =   0.99987647
 DE5686!UTM  16      -   0.99997323  x   1.00014474  =   1.00011796
 DE5686
 DE5686                          SUPERSEDED SURVEY CONTROL
 DE5686
 DE5686  NAD 83(1994)-  47 53 18.23911(N)    089 48 59.48237(W) AD(       ) 1
 DE5686  ELLIP H (06/25/02)  170.867  (m)                       GP(       ) 4 1
 DE5686  NAVD 88 (06/25/02)  203.94   (m)          669.1    (f) LEVELING    3  
 DE5686
 DE5686.Superseded values are not recommended for survey control.
 DE5686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5686.See file dsdata.txt to determine how the superseded data were derived.
 DE5686
 DE5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU8945507736(NAD 83)
 DE5686
 DE5686_MARKER: DD = SURVEY DISK
 DE5686_SETTING: 66 = SET IN ROCK OUTCROP
 DE5686_STAMPING: 1604 B 1997
 DE5686_MARK LOGO: MNDT  
 DE5686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5686_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5686+STABILITY: POSITION/ELEVATION WELL
 DE5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5686+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5686
 DE5686  HISTORY     - Date     Condition        Report By
 DE5686  HISTORY     - 1997     MONUMENTED       MNDT
 DE5686  HISTORY     - 19970813 GOOD             MNDT
 DE5686
 DE5686                          STATION DESCRIPTION
 DE5686
 DE5686'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5686'7.7 MI (12.4 KM) NE OF HOVLAND, 7.70 MI (12.39 KM) NE ALONG TH 61 FROM
 DE5686'JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 136.55, 58.5 FT
 DE5686'(17.8 M) NNW OF TH 61, AND 6.5 FT (2.0 M) NNW OF WIT POST.
 DE5686
 DE5686                          STATION RECOVERY (1997)
 DE5686
 DE5686'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5686'THE MARK IS 7.7 MI (12.4 KM) NE OF HOVLAND, 7.70 MI (12.39 KM) NE
 DE5686'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP
 DE5686'136.55, 58.5 FT (17.8 M) NNW OF TH 61, AND 6.5 FT (2.0 M) NNW OF WIT
 DE5686'POST.  DISK SET IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5687 ***********************************************************************
 DE5687  DESIGNATION -  1604 C
 DE5687  PID         -  DE5687
 DE5687  STATE/COUNTY-  MN/COOK
 DE5687  COUNTRY     -  US
 DE5687  USGS QUAD   -  MINERAL CENTER (1986)
 DE5687
 DE5687                         *CURRENT SURVEY CONTROL
 DE5687  ______________________________________________________________________
 DE5687* NAD 83(2007) POSITION- 47 53 31.61918(N) 089 47 50.46411(W)   ADJUSTED  
 DE5687* NAD 83(2007) ELLIP HT-   158.162 (meters)        (02/10/07)   ADJUSTED
 DE5687* NAD 83(2007) EPOCH   -  2002.00
 DE5687* NAVD 88 ORTHO HEIGHT -   191.378  (meters)     627.88  (feet) ADJUSTED  
 DE5687  ______________________________________________________________________
 DE5687  NAD 83(2007) X  -     15,154.589 (meters)                     COMP
 DE5687  NAD 83(2007) Y  - -4,284,703.884 (meters)                     COMP
 DE5687  NAD 83(2007) Z  -  4,708,958.727 (meters)                     COMP
 DE5687  LAPLACE CORR    -        -14.98  (seconds)                    DEFLEC09
 DE5687  GEOID HEIGHT    -        -33.21  (meters)                     GEOID09
 DE5687  DYNAMIC HEIGHT  -        191.417 (meters)      628.01  (feet) COMP
 DE5687  MODELED GRAVITY -    980,809.3   (mgal)                       NAVD 88
 DE5687
 DE5687  VERT ORDER      -  SECOND    CLASS I
 DE5687
 DE5687  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5687  Type                                         Horiz  Ellip  Dist(km)
 DE5687  -------------------------------------------------------------------
 DE5687  NETWORK                                       1.23   1.02
 DE5687  -------------------------------------------------------------------
 DE5687  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.57      1.49
 DE5687  -------------------------------------------------------------------
 DE5687  NOTE: Click here for information on individual local accuracy
 DE5687  values and other accuracy information.
 DE5687
 DE5687
 DE5687.The horizontal coordinates were established by GPS observations
 DE5687.and adjusted by the National Geodetic Survey in February 2007.
 DE5687
 DE5687.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5687.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5687
 DE5687.The horizontal coordinates are valid at the epoch date displayed above
 DE5687.which is a decimal equivalence of Year/Month/Day.
 DE5687
 DE5687.The orthometric height was determined by differential leveling and
 DE5687.adjusted in August 2004.
 DE5687
 DE5687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5687
 DE5687.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5687
 DE5687.The ellipsoidal height was determined by GPS observations
 DE5687.and is referenced to NAD 83.
 DE5687
 DE5687.The dynamic height is computed by dividing the NAVD 88
 DE5687.geopotential number by the normal gravity value computed on the
 DE5687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5687.degrees latitude (g = 980.6199 gals.).
 DE5687
 DE5687.The modeled gravity was interpolated from observed gravity values.
 DE5687
 DE5687. The following values were computed from the NAD 83(2007) position.
 DE5687
 DE5687;                    North         East     Units Scale Factor Converg.
 DE5687;SPC MN N     -   260,041.090 1,046,875.739   MT  0.99990330   +2 26 52.8
 DE5687;SPC MN N     -   853,151.48  3,434,624.82   sFT  0.99990330   +2 26 52.8
 DE5687;UTM  16      - 5,308,097.798   290,903.790   MT  1.00013727   -2 04 33.8
 DE5687
 DE5687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5687!SPC MN N     -   0.99997521  x   0.99990330  =   0.99987851
 DE5687!UTM  16      -   0.99997521  x   1.00013727  =   1.00011248
 DE5687
 DE5687|---------------------------------------------------------------------|
 DE5687| PID    Reference Object                     Distance      Geod. Az  |
 DE5687|                                                           dddmmss.s |
 DE5687| DE5711 RCUT TEMP                           140.508 METERS 08248     |
 DE5687|---------------------------------------------------------------------|
 DE5687
 DE5687                          SUPERSEDED SURVEY CONTROL
 DE5687
 DE5687  NAD 83(1994)-  47 53 31.61897(N)    089 47 50.46430(W) AD(       ) 1
 DE5687  ELLIP H (06/25/02)  158.202  (m)                       GP(       ) 4 1
 DE5687  NAVD 88 (06/25/02)  191.38   (m)          627.9    (f) LEVELING    3  
 DE5687
 DE5687.Superseded values are not recommended for survey control.
 DE5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5687.See file dsdata.txt to determine how the superseded data were derived.
 DE5687
 DE5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9090308097(NAD 83)
 DE5687
 DE5687_MARKER: DD = SURVEY DISK
 DE5687_SETTING: 66 = SET IN ROCK OUTCROP
 DE5687_STAMPING: 1604 C 1997
 DE5687_MARK LOGO: MNDT  
 DE5687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5687+STABILITY: POSITION/ELEVATION WELL
 DE5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5687+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 DE5687
 DE5687  HISTORY     - Date     Condition        Report By
 DE5687  HISTORY     - 1997     MONUMENTED       MNDT
 DE5687  HISTORY     - 19970813 GOOD             MNDT
 DE5687  HISTORY     - 20041009 GOOD             USPSQD
 DE5687
 DE5687                          STATION DESCRIPTION
 DE5687
 DE5687'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5687'8.65 MI (13.92 KM) NE OF HOVLAND, 8.65 MI (13.92 KM) NE ALONG TH 61
 DE5687'FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 137.5, 49.0 FT
 DE5687'(14.9 M) NNE OF TH 61, AND 6.9 FT (2.1 M) SW OF WIT POST.
 DE5687
 DE5687                          STATION RECOVERY (1997)
 DE5687
 DE5687'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5687'THE MARK IS 8.65 MI (13.92 KM) NE OF HOVLAND, 8.65 MI (13.92 KM) NE
 DE5687'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP
 DE5687'137.5, 49.0 FT (14.9 M) NNE OF TH 61, AND 6.9 FT (2.1 M) SW OF WIT
 DE5687'POST.  DISK SET IN A DRILL HOLE IN ROCK.
 DE5687
 DE5687                          STATION RECOVERY (2004)
 DE5687
 DE5687'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 DE5687'RECOVERED GOOD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5688 ***********************************************************************
 DE5688  DESIGNATION -  1604 D
 DE5688  PID         -  DE5688
 DE5688  STATE/COUNTY-  MN/COOK
 DE5688  COUNTRY     -  US
 DE5688  USGS QUAD   -  MINERAL CENTER (1986)
 DE5688
 DE5688                         *CURRENT SURVEY CONTROL
 DE5688  ______________________________________________________________________
 DE5688* NAD 83(2007) POSITION- 47 54 25.13231(N) 089 45 33.12602(W)   ADJUSTED  
 DE5688* NAD 83(2007) ELLIP HT-   152.322 (meters)        (02/10/07)   ADJUSTED
 DE5688* NAD 83(2007) EPOCH   -  2002.00
 DE5688* NAVD 88 ORTHO HEIGHT -   185.732  (meters)     609.36  (feet) ADJUSTED  
 DE5688  ______________________________________________________________________
 DE5688  NAD 83(2007) X  -     18,002.316 (meters)                     COMP
 DE5688  NAD 83(2007) Y  - -4,283,462.589 (meters)                     COMP
 DE5688  NAD 83(2007) Z  -  4,710,062.504 (meters)                     COMP
 DE5688  LAPLACE CORR    -        -14.79  (seconds)                    DEFLEC09
 DE5688  GEOID HEIGHT    -        -33.40  (meters)                     GEOID09
 DE5688  DYNAMIC HEIGHT  -        185.769 (meters)      609.48  (feet) COMP
 DE5688  MODELED GRAVITY -    980,810.0   (mgal)                       NAVD 88
 DE5688
 DE5688  VERT ORDER      -  SECOND    CLASS I
 DE5688
 DE5688  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5688  Type                                         Horiz  Ellip  Dist(km)
 DE5688  -------------------------------------------------------------------
 DE5688  NETWORK                                       1.18   0.98
 DE5688  -------------------------------------------------------------------
 DE5688  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.67   0.47      1.67
 DE5688  -------------------------------------------------------------------
 DE5688  NOTE: Click here for information on individual local accuracy
 DE5688  values and other accuracy information.
 DE5688
 DE5688
 DE5688.The horizontal coordinates were established by GPS observations
 DE5688.and adjusted by the National Geodetic Survey in February 2007.
 DE5688
 DE5688.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5688.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5688
 DE5688.The horizontal coordinates are valid at the epoch date displayed above
 DE5688.which is a decimal equivalence of Year/Month/Day.
 DE5688
 DE5688.The orthometric height was determined by differential leveling and
 DE5688.adjusted in August 2004.
 DE5688
 DE5688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5688
 DE5688.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5688
 DE5688.The ellipsoidal height was determined by GPS observations
 DE5688.and is referenced to NAD 83.
 DE5688
 DE5688.The dynamic height is computed by dividing the NAVD 88
 DE5688.geopotential number by the normal gravity value computed on the
 DE5688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5688.degrees latitude (g = 980.6199 gals.).
 DE5688
 DE5688.The modeled gravity was interpolated from observed gravity values.
 DE5688
 DE5688. The following values were computed from the NAD 83(2007) position.
 DE5688
 DE5688;                    North         East     Units Scale Factor Converg.
 DE5688;SPC MN N     -   261,814.719 1,049,654.275   MT  0.99990359   +2 28 34.6
 DE5688;SPC MN N     -   858,970.46  3,443,740.73   sFT  0.99990359   +2 28 34.6
 DE5688;UTM  16      - 5,309,647.077   293,814.233   MT  1.00012242   -2 02 53.5
 DE5688
 DE5688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5688!SPC MN N     -   0.99997613  x   0.99990359  =   0.99987972
 DE5688!UTM  16      -   0.99997613  x   1.00012242  =   1.00009854
 DE5688
 DE5688                          SUPERSEDED SURVEY CONTROL
 DE5688
 DE5688  NAD 83(1994)-  47 54 25.13207(N)    089 45 33.12623(W) AD(       ) 1
 DE5688  ELLIP H (06/25/02)  152.365  (m)                       GP(       ) 4 1
 DE5688  NAVD 88 (06/25/02)  185.73   (m)          609.3    (f) LEVELING    3  
 DE5688
 DE5688.Superseded values are not recommended for survey control.
 DE5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5688.See file dsdata.txt to determine how the superseded data were derived.
 DE5688
 DE5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9381409647(NAD 83)
 DE5688
 DE5688_MARKER: DD = SURVEY DISK
 DE5688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5688_STAMPING: 1604 D 1997
 DE5688_MARK LOGO: MNDT  
 DE5688_PROJECTION: FLUSH
 DE5688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5688+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5688_ROD/PIPE-DEPTH:  4.0 meters
 DE5688
 DE5688  HISTORY     - Date     Condition        Report By
 DE5688  HISTORY     - 1997     MONUMENTED       MNDT
 DE5688  HISTORY     - 19970813 GOOD             MNDT
 DE5688
 DE5688                          STATION DESCRIPTION
 DE5688
 DE5688'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5688'10.8 MI (17.4 KM) NE OF HOVLAND, 10.8 MI (17.4 KM) NE ALONG TH 61 FROM
 DE5688'JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP 139.65, 64.5 FT
 DE5688'(19.7 M) SE OF TH 61, 44.7 FT (13.6 M) SW OF TOP OF CONC APRON, 105.0
 DE5688'FT (32.0 M) WSW OF EXTENDED DRIVEWAY FIRE NUMBER 7195, AND 2.7 FT (0.8
 DE5688'M) NW OF WIT POST, STA FLUSH WITH GROUND.
 DE5688
 DE5688                          STATION RECOVERY (1997)
 DE5688
 DE5688'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5688'THE MARK IS 10.8 MI (17.4 KM) NE OF HOVLAND, 10.8 MI (17.4 KM) NE
 DE5688'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 16 IN HOVLAND, AT TH 61 MP
 DE5688'139.65, 64.5 FT (19.7 M) SE OF TH 61, 44.7 FT (13.6 M) SW OF TOP OF
 DE5688'CONC APRON, 105 FT (32.0 M) WSW OF EXTENDED DRIVEWAY FIRE NUMBER 7195,
 DE5688'AND 2.7 FT (0.8 M) NW OF WIT POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5689 ***********************************************************************
 DE5689  DESIGNATION -  1604 E
 DE5689  PID         -  DE5689
 DE5689  STATE/COUNTY-  MN/COOK
 DE5689  COUNTRY     -  US
 DE5689  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5689
 DE5689                         *CURRENT SURVEY CONTROL
 DE5689  ______________________________________________________________________
 DE5689* NAD 83(2007) POSITION- 47 55 02.61841(N) 089 44 34.86169(W)   ADJUSTED  
 DE5689* NAD 83(2007) ELLIP HT-   160.790 (meters)        (02/10/07)   ADJUSTED
 DE5689* NAD 83(2007) EPOCH   -  2002.00
 DE5689* NAVD 88 ORTHO HEIGHT -   194.267  (meters)     637.36  (feet) ADJUSTED  
 DE5689  ______________________________________________________________________
 DE5689  NAD 83(2007) X  -     19,208.451 (meters)                     COMP
 DE5689  NAD 83(2007) Y  - -4,282,603.782 (meters)                     COMP
 DE5689  NAD 83(2007) Z  -  4,710,844.835 (meters)                     COMP
 DE5689  LAPLACE CORR    -        -14.49  (seconds)                    DEFLEC09
 DE5689  GEOID HEIGHT    -        -33.47  (meters)                     GEOID09
 DE5689  DYNAMIC HEIGHT  -        194.306 (meters)      637.49  (feet) COMP
 DE5689  MODELED GRAVITY -    980,812.2   (mgal)                       NAVD 88
 DE5689
 DE5689  VERT ORDER      -  SECOND    CLASS I
 DE5689
 DE5689  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5689  Type                                         Horiz  Ellip  Dist(km)
 DE5689  -------------------------------------------------------------------
 DE5689  NETWORK                                       1.22   1.00
 DE5689  -------------------------------------------------------------------
 DE5689  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.49      1.67
 DE5689  -------------------------------------------------------------------
 DE5689  NOTE: Click here for information on individual local accuracy
 DE5689  values and other accuracy information.
 DE5689
 DE5689
 DE5689.The horizontal coordinates were established by GPS observations
 DE5689.and adjusted by the National Geodetic Survey in February 2007.
 DE5689
 DE5689.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5689.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5689
 DE5689.The horizontal coordinates are valid at the epoch date displayed above
 DE5689.which is a decimal equivalence of Year/Month/Day.
 DE5689
 DE5689.The orthometric height was determined by differential leveling and
 DE5689.adjusted in August 2004.
 DE5689
 DE5689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5689
 DE5689.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5689
 DE5689.The ellipsoidal height was determined by GPS observations
 DE5689.and is referenced to NAD 83.
 DE5689
 DE5689.The dynamic height is computed by dividing the NAVD 88
 DE5689.geopotential number by the normal gravity value computed on the
 DE5689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5689.degrees latitude (g = 980.6199 gals.).
 DE5689
 DE5689.The modeled gravity was interpolated from observed gravity values.
 DE5689
 DE5689. The following values were computed from the NAD 83(2007) position.
 DE5689
 DE5689;                    North         East     Units Scale Factor Converg.
 DE5689;SPC MN N     -   263,023.699 1,050,812.710   MT  0.99990384   +2 29 17.7
 DE5689;SPC MN N     -   862,936.92  3,447,541.37   sFT  0.99990384   +2 29 17.7
 DE5689;UTM  16      - 5,310,761.144   295,064.700   MT  1.00011610   -2 02 11.5
 DE5689
 DE5689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5689!SPC MN N     -   0.99997480  x   0.99990384  =   0.99987864
 DE5689!UTM  16      -   0.99997480  x   1.00011610  =   1.00009090
 DE5689
 DE5689                          SUPERSEDED SURVEY CONTROL
 DE5689
 DE5689  NAD 83(1994)-  47 55 02.61816(N)    089 44 34.86191(W) AD(       ) 1
 DE5689  ELLIP H (06/25/02)  160.833  (m)                       GP(       ) 4 1
 DE5689  NAVD 88 (06/25/02)  194.27   (m)          637.4    (f) LEVELING    3  
 DE5689
 DE5689.Superseded values are not recommended for survey control.
 DE5689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5689.See file dsdata.txt to determine how the superseded data were derived.
 DE5689
 DE5689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9506410761(NAD 83)
 DE5689
 DE5689_MARKER: DD = SURVEY DISK
 DE5689_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE5689+WITH SETTING: INFORMATION.
 DE5689_STAMPING: 1604 E 1997
 DE5689_MARK LOGO: MNDT  
 DE5689_PROJECTION: FLUSH
 DE5689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5689+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5689_ROD/PIPE-DEPTH:  2.1 meters
 DE5689
 DE5689  HISTORY     - Date     Condition        Report By
 DE5689  HISTORY     - 1997     MONUMENTED       MNDT
 DE5689  HISTORY     - 19970813 GOOD             MNDT
 DE5689
 DE5689                          STATION DESCRIPTION
 DE5689
 DE5689'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5689'4.75 MI (7.64 KM) SW OF GRAND PORTAGE, 4.75 MI (7.64 KM) SW ALONG TH
 DE5689'61 FROM JCT OF TH 61 AND
 DE5689'CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 MP 140.65, 60.4 FT
 DE5689'(18.4 M) SE OF TH 61, 54.3 FT
 DE5689'(16.6 M) EAST OF TOP OF APRONS SOUTH OUTLET, 94.1 FT (28.7 M) SOUTH OF
 DE5689'SOUTH LEG OF HOLLOW
 DE5689'ROCK CREEK SIGN, AND 4.4 FT (1.3 M) NW OF WIT POST, STA FLUSH WITH
 DE5689'GROUND.  7 FOOT METAL
 DE5689'PIPE IS DRIVEN TO REFUSAL.
 DE5689'
 DE5689
 DE5689                          STATION RECOVERY (1997)
 DE5689
 DE5689'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5689'THE MARK IS 4.75 MI (7.64 KM) SW OF GRAND PORTAGE, 4.75 MI (7.64 KM)
 DE5689'SW ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND
 DE5689'PORTAGE, AT TH 61 MP 140.65, 60.4 FT (18.4 M) SE OF TH 61, 54.3 FT
 DE5689'(16.6 M) EAST OF TOP OF SOUTH OUTLET OF APRON, 94.1 FT (28.7 M) SOUTH
 DE5689'OF SOUTH LEG OF HOLLOW ROCK CREEK SIGN, AND 4.4 FT (1.3 M) NW OF WIT
 DE5689'POST, STA FLUSH WITH GROUND.  DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8408 ***********************************************************************
 DE8408  DESIGNATION -  1604 F
 DE8408  PID         -  DE8408
 DE8408  STATE/COUNTY-  MN/COOK
 DE8408  COUNTRY     -  US
 DE8408  USGS QUAD   -  GRAND PORTAGE (1976)
 DE8408
 DE8408                         *CURRENT SURVEY CONTROL
 DE8408  ______________________________________________________________________
 DE8408* NAD 83(1986) POSITION- 47 55 36.04   (N) 089 43 42.86   (W)   HD_HELD1  
 DE8408* NAVD 88 ORTHO HEIGHT -   191.972  (meters)     629.83  (feet) ADJUSTED  
 DE8408  ______________________________________________________________________
 DE8408  GEOID HEIGHT    -        -33.54  (meters)                     GEOID09
 DE8408  DYNAMIC HEIGHT  -        192.012 (meters)      629.96  (feet) COMP
 DE8408  MODELED GRAVITY -    980,815.4   (mgal)                       NAVD 88
 DE8408
 DE8408  VERT ORDER      -  SECOND    CLASS I
 DE8408
 DE8408.The horizontal coordinates were established by differentially corrected
 DE8408.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8408.
 DE8408.The orthometric height was determined by differential leveling and
 DE8408.adjusted in August 2004.
 DE8408
 DE8408.The dynamic height is computed by dividing the NAVD 88
 DE8408.geopotential number by the normal gravity value computed on the
 DE8408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8408.degrees latitude (g = 980.6199 gals.).
 DE8408
 DE8408.The modeled gravity was interpolated from observed gravity values.
 DE8408
 DE8408;                    North         East    Units  Estimated Accuracy
 DE8408;SPC MN N     -   264,101.8   1,051,846.3     MT  (+/- 3 meters HH1 GPS) 
 DE8408
 DE8408                          SUPERSEDED SURVEY CONTROL
 DE8408
 DE8408.No superseded survey control is available for this station.
 DE8408
 DE8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9618011754(NAD 83)
 DE8408
 DE8408_MARKER: DD = SURVEY DISK
 DE8408_SETTING: 66 = SET IN ROCK OUTCROP
 DE8408_STAMPING: 1604 F 1997
 DE8408_MARK LOGO: MNDT  
 DE8408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE8408+STABILITY: POSITION/ELEVATION WELL
 DE8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8408+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE8408
 DE8408  HISTORY     - Date     Condition        Report By
 DE8408  HISTORY     - 1997     MONUMENTED       MNDT
 DE8408
 DE8408                          STATION DESCRIPTION
 DE8408
 DE8408'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DE8408'THE MARK IS 3.85 MI (6.20 KM) SW OF GRAND PORTAGE, 3.85 MI (6.20 KM)
 DE8408'SW ALONG TH 61 FROM THE JCT OF TH 61 AND CO RD 73 IN GRAND PORTAGE, AT
 DE8408'TH 61 MP 141.55, 39.4 FT (12.0 M) SSE OF TH 61, 178 FT (54.3 M) ENE OF
 DE8408'EXTENDED CENTERLINE OF DRIVEWAY TO FIRE NO 7576, 1.0 FT (0.3 M) NNE OF
 DE8408'WIT POST.  DISK SET IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5690 ***********************************************************************
 DE5690  DESIGNATION -  1604 G
 DE5690  PID         -  DE5690
 DE5690  STATE/COUNTY-  MN/COOK
 DE5690  COUNTRY     -  US
 DE5690  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5690
 DE5690                         *CURRENT SURVEY CONTROL
 DE5690  ______________________________________________________________________
 DE5690* NAD 83(2007) POSITION- 47 56 15.12458(N) 089 42 32.35201(W)   ADJUSTED  
 DE5690* NAD 83(2007) ELLIP HT-   155.869 (meters)        (02/10/07)   ADJUSTED
 DE5690* NAD 83(2007) EPOCH   -  2002.00
 DE5690* NAVD 88 ORTHO HEIGHT -   189.514  (meters)     621.76  (feet) ADJUSTED  
 DE5690  ______________________________________________________________________
 DE5690  NAD 83(2007) X  -     21,743.613 (meters)                     COMP
 DE5690  NAD 83(2007) Y  - -4,280,925.992 (meters)                     COMP
 DE5690  NAD 83(2007) Z  -  4,712,341.784 (meters)                     COMP
 DE5690  LAPLACE CORR    -        -13.99  (seconds)                    DEFLEC09
 DE5690  GEOID HEIGHT    -        -33.64  (meters)                     GEOID09
 DE5690  DYNAMIC HEIGHT  -        189.555 (meters)      621.90  (feet) COMP
 DE5690  MODELED GRAVITY -    980,820.7   (mgal)                       NAVD 88
 DE5690
 DE5690  VERT ORDER      -  SECOND    CLASS I
 DE5690
 DE5690  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5690  Type                                         Horiz  Ellip  Dist(km)
 DE5690  -------------------------------------------------------------------
 DE5690  NETWORK                                       0.91   0.82
 DE5690  -------------------------------------------------------------------
 DE5690  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.72   0.53      2.52
 DE5690  -------------------------------------------------------------------
 DE5690  NOTE: Click here for information on individual local accuracy
 DE5690  values and other accuracy information.
 DE5690
 DE5690
 DE5690.The horizontal coordinates were established by GPS observations
 DE5690.and adjusted by the National Geodetic Survey in February 2007.
 DE5690
 DE5690.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5690.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5690
 DE5690.The horizontal coordinates are valid at the epoch date displayed above
 DE5690.which is a decimal equivalence of Year/Month/Day.
 DE5690
 DE5690.The orthometric height was determined by differential leveling and
 DE5690.adjusted in August 2004.
 DE5690
 DE5690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5690
 DE5690.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5690
 DE5690.The ellipsoidal height was determined by GPS observations
 DE5690.and is referenced to NAD 83.
 DE5690
 DE5690.The dynamic height is computed by dividing the NAVD 88
 DE5690.geopotential number by the normal gravity value computed on the
 DE5690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5690.degrees latitude (g = 980.6199 gals.).
 DE5690
 DE5690.The modeled gravity was interpolated from observed gravity values.
 DE5690
 DE5690. The following values were computed from the NAD 83(2007) position.
 DE5690
 DE5690;                    North         East     Units Scale Factor Converg.
 DE5690;SPC MN N     -   265,371.720 1,053,255.431   MT  0.99990440   +2 30 48.5
 DE5690;SPC MN N     -   870,640.38  3,455,555.53   sFT  0.99990440   +2 30 48.5
 DE5690;UTM  16      - 5,312,909.567   297,685.593   MT  1.00010298   -2 00 42.7
 DE5690
 DE5690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5690!SPC MN N     -   0.99997557  x   0.99990440  =   0.99987997
 DE5690!UTM  16      -   0.99997557  x   1.00010298  =   1.00007855
 DE5690
 DE5690:                Primary Azimuth Mark                     Grid Az
 DE5690:SPC MN N     -  1604 H                                   036 05 24.6
 DE5690:UTM  16      -  1604 H                                   040 36 55.8
 DE5690
 DE5690|---------------------------------------------------------------------|
 DE5690| PID    Reference Object                     Distance      Geod. Az  |
 DE5690|                                                           dddmmss.s |
 DE5690| DE5691 1604 H                              APPROX. 1.1 KM 0383613.1 |
 DE5690|---------------------------------------------------------------------|
 DE5690
 DE5690                          SUPERSEDED SURVEY CONTROL
 DE5690
 DE5690  NAD 83(1994)-  47 56 15.12427(N)    089 42 32.35232(W) AD(       ) 1
 DE5690  ELLIP H (06/25/02)  155.916  (m)                       GP(       ) 4 1
 DE5690  NAVD 88 (06/25/02)  189.52   (m)          621.8    (f) LEVELING    3  
 DE5690
 DE5690.Superseded values are not recommended for survey control.
 DE5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5690.See file dsdata.txt to determine how the superseded data were derived.
 DE5690
 DE5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9768512909(NAD 83)
 DE5690
 DE5690_MARKER: DD = SURVEY DISK
 DE5690_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE5690+WITH SETTING: INFORMATION.
 DE5690_STAMPING: 1604 G 1997
 DE5690_MARK LOGO: MNDT  
 DE5690_PROJECTION: FLUSH
 DE5690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5690+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5690_ROD/PIPE-DEPTH:  2.1 meters
 DE5690
 DE5690  HISTORY     - Date     Condition        Report By
 DE5690  HISTORY     - 1997     MONUMENTED       MNDT
 DE5690  HISTORY     - 19970813 GOOD             MNDT
 DE5690
 DE5690                          STATION DESCRIPTION
 DE5690
 DE5690'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5690'2.6 MI (4.2 KM) SW OF GRAND PORTAGE, 2.60 MI (4.18 KM) SW ALONG TH 61
 DE5690'FROM JCT OF TH 61 AND CO
 DE5690'RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61 MP 142.80, 23.0 FT (7.0 M)
 DE5690'NE OF DRIVEWAY, 55.5 FT
 DE5690'(16.9 M) SW OF EXTENDED DRIVEWAY FIRE NUMBER 7825, AND 4.0 FT (1.2 M)
 DE5690'SW OF WIT POST, STA
 DE5690'FLUSH WITH GROUND.  7 FOOT METAL PIPE IS DRIVEN TO REFUSAL.
 DE5690'
 DE5690
 DE5690                          STATION RECOVERY (1997)
 DE5690
 DE5690'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5690'THE MARK IS 2.6 MI (4.2 KM) SW OF GRAND PORTAGE, 2.60 MI (4.18 KM) SW
 DE5690'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND
 DE5690'PORTAGE, AT TH 61 MP 142.80, 23.0 FT (7.0 M) NE OF DRIVEWAY, 55.5 FT
 DE5690'(16.9 M) SW OF EXTENDED DRIVEWAY FIRE NUMBER 7825, AND 4.0 FT (1.2 M)
 DE5690'SW OF WIT POST, STA FLUSH WITH GROUND.  DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5691 ***********************************************************************
 DE5691  DESIGNATION -  1604 H
 DE5691  PID         -  DE5691
 DE5691  STATE/COUNTY-  MN/COOK
 DE5691  COUNTRY     -  US
 DE5691  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5691
 DE5691                         *CURRENT SURVEY CONTROL
 DE5691  ______________________________________________________________________
 DE5691* NAD 83(2007) POSITION- 47 56 42.07350(N) 089 42 00.32668(W)   ADJUSTED  
 DE5691* NAD 83(2007) ELLIP HT-   179.717 (meters)        (02/10/07)   ADJUSTED
 DE5691* NAD 83(2007) EPOCH   -  2002.00
 DE5691* NAVD 88 ORTHO HEIGHT -   213.404  (meters)     700.14  (feet) ADJUSTED  
 DE5691  ______________________________________________________________________
 DE5691  NAD 83(2007) X  -     22,405.132 (meters)                     COMP
 DE5691  NAD 83(2007) Y  - -4,280,320.553 (meters)                     COMP
 DE5691  NAD 83(2007) Z  -  4,712,917.083 (meters)                     COMP
 DE5691  LAPLACE CORR    -        -13.72  (seconds)                    DEFLEC09
 DE5691  GEOID HEIGHT    -        -33.69  (meters)                     GEOID09
 DE5691  DYNAMIC HEIGHT  -        213.450 (meters)      700.29  (feet) COMP
 DE5691  MODELED GRAVITY -    980,821.8   (mgal)                       NAVD 88
 DE5691
 DE5691  VERT ORDER      -  SECOND    CLASS I
 DE5691
 DE5691  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5691  Type                                         Horiz  Ellip  Dist(km)
 DE5691  -------------------------------------------------------------------
 DE5691  NETWORK                                       1.06   0.92
 DE5691  -------------------------------------------------------------------
 DE5691  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.89   0.61      1.10
 DE5691  -------------------------------------------------------------------
 DE5691  NOTE: Click here for information on individual local accuracy
 DE5691  values and other accuracy information.
 DE5691
 DE5691
 DE5691.The horizontal coordinates were established by GPS observations
 DE5691.and adjusted by the National Geodetic Survey in February 2007.
 DE5691
 DE5691.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5691.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5691
 DE5691.The horizontal coordinates are valid at the epoch date displayed above
 DE5691.which is a decimal equivalence of Year/Month/Day.
 DE5691
 DE5691.The orthometric height was determined by differential leveling and
 DE5691.adjusted in August 2004.
 DE5691
 DE5691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5691
 DE5691.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5691
 DE5691.The ellipsoidal height was determined by GPS observations
 DE5691.and is referenced to NAD 83.
 DE5691
 DE5691.The dynamic height is computed by dividing the NAVD 88
 DE5691.geopotential number by the normal gravity value computed on the
 DE5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5691.degrees latitude (g = 980.6199 gals.).
 DE5691
 DE5691.The modeled gravity was interpolated from observed gravity values.
 DE5691
 DE5691. The following values were computed from the NAD 83(2007) position.
 DE5691
 DE5691;                    North         East     Units Scale Factor Converg.
 DE5691;SPC MN N     -   266,232.360 1,053,882.795   MT  0.99990464   +2 31 12.3
 DE5691;SPC MN N     -   873,464.00  3,457,613.80   sFT  0.99990464   +2 31 12.3
 DE5691;UTM  16      - 5,313,718.184   298,379.044   MT  1.00009954   -2 00 19.8
 DE5691
 DE5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5691!SPC MN N     -   0.99997183  x   0.99990464  =   0.99987648
 DE5691!UTM  16      -   0.99997183  x   1.00009954  =   1.00007137
 DE5691
 DE5691:                Primary Azimuth Mark                     Grid Az
 DE5691:SPC MN N     -  1604 G                                   216 05 24.6
 DE5691:UTM  16      -  1604 G                                   220 36 56.7
 DE5691
 DE5691|---------------------------------------------------------------------|
 DE5691| PID    Reference Object                     Distance      Geod. Az  |
 DE5691|                                                           dddmmss.s |
 DE5691| DE5690 1604 G                              APPROX. 1.1 KM 2183636.9 |
 DE5691|---------------------------------------------------------------------|
 DE5691
 DE5691                          SUPERSEDED SURVEY CONTROL
 DE5691
 DE5691  NAD 83(1994)-  47 56 42.07320(N)    089 42 00.32698(W) AD(       ) 1
 DE5691  ELLIP H (06/25/02)  179.764  (m)                       GP(       ) 4 1
 DE5691  NAVD 88 (06/25/02)  213.41   (m)          700.2    (f) LEVELING    3  
 DE5691
 DE5691.Superseded values are not recommended for survey control.
 DE5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5691.See file dsdata.txt to determine how the superseded data were derived.
 DE5691
 DE5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9837913718(NAD 83)
 DE5691
 DE5691_MARKER: DD = SURVEY DISK
 DE5691_SETTING: 66 = SET IN ROCK OUTCROP
 DE5691_STAMPING: 1604 H 1997
 DE5691_MARK LOGO: MNDT  
 DE5691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5691+STABILITY: POSITION/ELEVATION WELL
 DE5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5691+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5691
 DE5691  HISTORY     - Date     Condition        Report By
 DE5691  HISTORY     - 1997     MONUMENTED       MNDT
 DE5691  HISTORY     - 19970813 GOOD             MNDT
 DE5691
 DE5691                          STATION DESCRIPTION
 DE5691
 DE5691'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5691'2.0 MI (3.2 KM) SW OF GRAND PORTAGE, 2.0 MI (3.2 KM) SW ALONG TH 61
 DE5691'FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61
 DE5691'MP 143.40, 83.0 FT (25.3 M) NW OF TH 61, AND 8.8 FT (2.7 M) NW OF WIT
 DE5691'POST.
 DE5691
 DE5691                          STATION RECOVERY (1997)
 DE5691
 DE5691'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5691'THE MARK IS 2.0 MI (3.2 KM) SW OF GRAND PORTAGE, 2.0 MI (3.2 KM) SW
 DE5691'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND
 DE5691'PORTAGE, AT TH 61 MP 143.40, 83 FT (25.3 M) NW OF TH 61, AND 8.8 FT
 DE5691'(2.7 M) NW OF WIT POST.  DISK SET IN A DRILL INTO ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5693 ***********************************************************************
 DE5693  DESIGNATION -  1604 K
 DE5693  PID         -  DE5693
 DE5693  STATE/COUNTY-  MN/COOK
 DE5693  COUNTRY     -  US
 DE5693  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5693
 DE5693                         *CURRENT SURVEY CONTROL
 DE5693  ______________________________________________________________________
 DE5693* NAD 83(2007) POSITION- 47 58 20.08602(N) 089 41 32.48040(W)   ADJUSTED  
 DE5693* NAD 83(2007) ELLIP HT-   200.366 (meters)        (02/10/07)   ADJUSTED
 DE5693* NAD 83(2007) EPOCH   -  2002.00
 DE5693* NAVD 88 ORTHO HEIGHT -   234.143  (meters)     768.18  (feet) ADJUSTED  
 DE5693  ______________________________________________________________________
 DE5693  NAD 83(2007) X  -     22,970.988 (meters)                     COMP
 DE5693  NAD 83(2007) Y  - -4,278,083.088 (meters)                     COMP
 DE5693  NAD 83(2007) Z  -  4,714,959.703 (meters)                     COMP
 DE5693  LAPLACE CORR    -        -13.05  (seconds)                    DEFLEC09
 DE5693  GEOID HEIGHT    -        -33.77  (meters)                     GEOID09
 DE5693  DYNAMIC HEIGHT  -        234.192 (meters)      768.34  (feet) COMP
 DE5693  MODELED GRAVITY -    980,815.8   (mgal)                       NAVD 88
 DE5693
 DE5693  VERT ORDER      -  SECOND    CLASS I
 DE5693
 DE5693  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5693  Type                                         Horiz  Ellip  Dist(km)
 DE5693  -------------------------------------------------------------------
 DE5693  NETWORK                                       0.85   0.80
 DE5693  -------------------------------------------------------------------
 DE5693  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.70   0.55      2.38
 DE5693  -------------------------------------------------------------------
 DE5693  NOTE: Click here for information on individual local accuracy
 DE5693  values and other accuracy information.
 DE5693
 DE5693
 DE5693.The horizontal coordinates were established by GPS observations
 DE5693.and adjusted by the National Geodetic Survey in February 2007.
 DE5693
 DE5693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5693.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5693
 DE5693.The horizontal coordinates are valid at the epoch date displayed above
 DE5693.which is a decimal equivalence of Year/Month/Day.
 DE5693
 DE5693.The orthometric height was determined by differential leveling and
 DE5693.adjusted in August 2004.
 DE5693
 DE5693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5693
 DE5693.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5693
 DE5693.The ellipsoidal height was determined by GPS observations
 DE5693.and is referenced to NAD 83.
 DE5693
 DE5693.The dynamic height is computed by dividing the NAVD 88
 DE5693.geopotential number by the normal gravity value computed on the
 DE5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5693.degrees latitude (g = 980.6199 gals.).
 DE5693
 DE5693.The modeled gravity was interpolated from observed gravity values.
 DE5693
 DE5693. The following values were computed from the NAD 83(2007) position.
 DE5693
 DE5693;                    North         East     Units Scale Factor Converg.
 DE5693;SPC MN N     -   269,281.779 1,054,326.630   MT  0.99990566   +2 31 32.9
 DE5693;SPC MN N     -   883,468.64  3,459,069.95   sFT  0.99990566   +2 31 32.9
 DE5693;UTM  16      - 5,316,723.648   299,062.261   MT  1.00009615   -2 00 02.2
 DE5693
 DE5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5693!SPC MN N     -   0.99996860  x   0.99990566  =   0.99987426
 DE5693!UTM  16      -   0.99996860  x   1.00009615  =   1.00006474
 DE5693
 DE5693:                Primary Azimuth Mark                     Grid Az
 DE5693:SPC MN N     -  1604 L                                   058 33 39.7
 DE5693:UTM  16      -  1604 L                                   063 05 14.8
 DE5693
 DE5693|---------------------------------------------------------------------|
 DE5693| PID    Reference Object                     Distance      Geod. Az  |
 DE5693|                                                           dddmmss.s |
 DE5693| DE5694 1604 L                              APPROX. 1.1 KM 0610512.6 |
 DE5693| DE5692 1604 J                              APPROX. 1.1 KM 1875146.1 |
 DE5693|---------------------------------------------------------------------|
 DE5693
 DE5693                          SUPERSEDED SURVEY CONTROL
 DE5693
 DE5693  NAD 83(1994)-  47 58 20.08570(N)    089 41 32.48071(W) AD(       ) 1
 DE5693  ELLIP H (06/25/02)  200.414  (m)                       GP(       ) 4 1
 DE5693  NAVD 88 (06/25/02)  234.15   (m)          768.2    (f) LEVELING    3  
 DE5693
 DE5693.Superseded values are not recommended for survey control.
 DE5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5693.See file dsdata.txt to determine how the superseded data were derived.
 DE5693
 DE5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBU9906216723(NAD 83)
 DE5693
 DE5693_MARKER: DD = SURVEY DISK
 DE5693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5693_STAMPING: 1604 K 1997
 DE5693_MARK LOGO: MNDT  
 DE5693_PROJECTION: FLUSH
 DE5693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5693+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5693_ROD/PIPE-DEPTH:  6.1 meters
 DE5693
 DE5693  HISTORY     - Date     Condition        Report By
 DE5693  HISTORY     - 1997     MONUMENTED       MNDT
 DE5693  HISTORY     - 19970813 GOOD             MNDT
 DE5693
 DE5693                          STATION DESCRIPTION
 DE5693
 DE5693'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5693'IN GRAND PORTAGE, 0.05 MI (0.08 KM) SOUTH ALONG TH 61 FROM JCT OF TH
 DE5693'61 AND CO RD 73 (STORE ROAD) IN GRAND PORTAGE, AT TH 61 MP 145.40,
 DE5693'57.0 FT (17.4 M) NW OF TH 61, 28.4 FT (8.7 M) NE OF DRIVEWAY, 79.9 FT
 DE5693'(24.4 M) NE OF SOUTH LEG OF GRAND PORTAGE LODGE AND CASINO SIGN, AND
 DE5693'2.85 FT (0.87 M) SE OF WIT POST, STA FLUSH WITH GROUND.
 DE5693
 DE5693                          STATION RECOVERY (1997)
 DE5693
 DE5693'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5693'THE MARK IS IN GRAND PORTAGE, 0.05 MI (0.08 KM) SOUTH ALONG TH 61 FROM
 DE5693'JCT OF TH 61 AND CO RD 73 (STORE ROAD) IN GRAND PORTAGE, AT TH 61 MP
 DE5693'145.4, 57 FT (17.4 M) NW OF TH 61, 28.4 FT (8.7 M) NE OF DRIVEWAY,
 DE5693'79.9 FT (24.4 M) NE OF SOUTH LEG OF GRAND PORTAGE LODGE AND CASINO
 DE5693'SIGN, AND 2.85 FT (0.87 M) SE OF WIT POST, STA FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5694 ***********************************************************************
 DE5694  DESIGNATION -  1604 L
 DE5694  PID         -  DE5694
 DE5694  STATE/COUNTY-  MN/COOK
 DE5694  COUNTRY     -  US
 DE5694  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5694
 DE5694                         *CURRENT SURVEY CONTROL
 DE5694  ______________________________________________________________________
 DE5694* NAD 83(2007) POSITION- 47 58 36.96021(N) 089 40 46.97384(W)   ADJUSTED  
 DE5694* NAD 83(2007) ELLIP HT-   249.270 (meters)        (02/10/07)   ADJUSTED
 DE5694* NAD 83(2007) EPOCH   -  2002.00
 DE5694* NAVD 88 ORTHO HEIGHT -   283.105  (meters)     928.82  (feet) ADJUSTED  
 DE5694  ______________________________________________________________________
 DE5694  NAD 83(2007) X  -     23,912.846 (meters)                     COMP
 DE5694  NAD 83(2007) Y  - -4,277,723.492 (meters)                     COMP
 DE5694  NAD 83(2007) Z  -  4,715,344.951 (meters)                     COMP
 DE5694  LAPLACE CORR    -        -12.57  (seconds)                    DEFLEC09
 DE5694  GEOID HEIGHT    -        -33.84  (meters)                     GEOID09
 DE5694  DYNAMIC HEIGHT  -        283.166 (meters)      929.02  (feet) COMP
 DE5694  MODELED GRAVITY -    980,816.1   (mgal)                       NAVD 88
 DE5694
 DE5694  VERT ORDER      -  SECOND    CLASS I
 DE5694
 DE5694  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5694  Type                                         Horiz  Ellip  Dist(km)
 DE5694  -------------------------------------------------------------------
 DE5694  NETWORK                                       1.22   1.04
 DE5694  -------------------------------------------------------------------
 DE5694  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.08   0.82      1.38
 DE5694  -------------------------------------------------------------------
 DE5694  NOTE: Click here for information on individual local accuracy
 DE5694  values and other accuracy information.
 DE5694
 DE5694
 DE5694.The horizontal coordinates were established by GPS observations
 DE5694.and adjusted by the National Geodetic Survey in February 2007.
 DE5694
 DE5694.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5694.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5694
 DE5694.The horizontal coordinates are valid at the epoch date displayed above
 DE5694.which is a decimal equivalence of Year/Month/Day.
 DE5694
 DE5694.The orthometric height was determined by differential leveling and
 DE5694.adjusted in August 2004.
 DE5694
 DE5694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5694
 DE5694.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5694
 DE5694.The ellipsoidal height was determined by GPS observations
 DE5694.and is referenced to NAD 83.
 DE5694
 DE5694.The dynamic height is computed by dividing the NAVD 88
 DE5694.geopotential number by the normal gravity value computed on the
 DE5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5694.degrees latitude (g = 980.6199 gals.).
 DE5694
 DE5694.The modeled gravity was interpolated from observed gravity values.
 DE5694
 DE5694. The following values were computed from the NAD 83(2007) position.
 DE5694
 DE5694;                    North         East     Units Scale Factor Converg.
 DE5694;SPC MN N     -   269,844.064 1,055,246.394   MT  0.99990586   +2 32 06.7
 DE5694;SPC MN N     -   885,313.40  3,462,087.54   sFT  0.99990586   +2 32 06.7
 DE5694;UTM  16      - 5,317,211.684   300,023.712   MT  1.00009141   -1 59 28.9
 DE5694
 DE5694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5694!SPC MN N     -   0.99996093  x   0.99990586  =   0.99986680
 DE5694!UTM  16      -   0.99996093  x   1.00009141  =   1.00005234
 DE5694
 DE5694:                Primary Azimuth Mark                     Grid Az
 DE5694:SPC MN N     -  1604 M                                   062 40 38.7
 DE5694:UTM  16      -  1604 M                                   067 12 14.3
 DE5694
 DE5694|---------------------------------------------------------------------|
 DE5694| PID    Reference Object                     Distance      Geod. Az  |
 DE5694|                                                           dddmmss.s |
 DE5694| DE5695 1604 M                              APPROX. 0.7 KM 0651245.4 |
 DE5694|---------------------------------------------------------------------|
 DE5694
 DE5694                          SUPERSEDED SURVEY CONTROL
 DE5694
 DE5694  NAD 83(1994)-  47 58 36.96000(N)    089 40 46.97410(W) AD(       ) 1
 DE5694  ELLIP H (06/25/02)  249.314  (m)                       GP(       ) 4 1
 DE5694  NAVD 88 (06/25/02)  283.11   (m)          928.8    (f) LEVELING    3  
 DE5694
 DE5694.Superseded values are not recommended for survey control.
 DE5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5694.See file dsdata.txt to determine how the superseded data were derived.
 DE5694
 DE5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0002317211(NAD 83)
 DE5694
 DE5694_MARKER: DD = SURVEY DISK
 DE5694_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE5694_SP_SET: SIGN BASE
 DE5694_STAMPING: 1604 L 1997
 DE5694_MARK LOGO: MNDT  
 DE5694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5694+STABILITY: SURFACE MOTION
 DE5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5694+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5694
 DE5694  HISTORY     - Date     Condition        Report By
 DE5694  HISTORY     - 1997     MONUMENTED       MNDT
 DE5694  HISTORY     - 19970813 GOOD             MNDT
 DE5694
 DE5694                          STATION DESCRIPTION
 DE5694
 DE5694'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5694'DRILLED INTO CONC BASE OF SIGN, 0.5 MI (0.8 KM) NNE OF GRAND PORTAGE,
 DE5694'0.65 MI (1.05 KM) NE ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE
 DE5694'RD) IN GRAND PORTAGE, AT TH 61 MP 146.05, 62.2 FT (19.0 M) NW OF TH
 DE5694'61, 83.9 FT (25.6 M) NE OF POPLAR CREEK RD (ENT TO REST AREA) , 57.3
 DE5694'FT (17.5 M) EAST OF TOP OF EAST END OF CONC APRON, AND 5.2 FT (1.6 M)
 DE5694'NW OF WIT POST.
 DE5694
 DE5694                          STATION RECOVERY (1997)
 DE5694
 DE5694'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5694'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5695 ***********************************************************************
 DE5695  DESIGNATION -  1604 M
 DE5695  PID         -  DE5695
 DE5695  STATE/COUNTY-  MN/COOK
 DE5695  COUNTRY     -  US
 DE5695  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5695
 DE5695                         *CURRENT SURVEY CONTROL
 DE5695  ______________________________________________________________________
 DE5695* NAD 83(2007) POSITION- 47 58 46.52310(N) 089 40 16.12797(W)   ADJUSTED  
 DE5695* NAD 83(2007) ELLIP HT-   281.775 (meters)        (02/10/07)   ADJUSTED
 DE5695* NAD 83(2007) EPOCH   -  2002.00
 DE5695* NAVD 88 ORTHO HEIGHT -   315.634  (meters)    1035.54  (feet) ADJUSTED  
 DE5695  ______________________________________________________________________
 DE5695  NAD 83(2007) X  -     24,551.423 (meters)                     COMP
 DE5695  NAD 83(2007) Y  - -4,277,522.201 (meters)                     COMP
 DE5695  NAD 83(2007) Z  -  4,715,566.825 (meters)                     COMP
 DE5695  LAPLACE CORR    -        -12.32  (seconds)                    DEFLEC09
 DE5695  GEOID HEIGHT    -        -33.88  (meters)                     GEOID09
 DE5695  DYNAMIC HEIGHT  -        315.701 (meters)     1035.76  (feet) COMP
 DE5695  MODELED GRAVITY -    980,815.5   (mgal)                       NAVD 88
 DE5695
 DE5695  VERT ORDER      -  SECOND    CLASS I
 DE5695
 DE5695  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5695  Type                                         Horiz  Ellip  Dist(km)
 DE5695  -------------------------------------------------------------------
 DE5695  NETWORK                                       1.41   1.18
 DE5695  -------------------------------------------------------------------
 DE5695  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.27   0.98      0.94
 DE5695  -------------------------------------------------------------------
 DE5695  NOTE: Click here for information on individual local accuracy
 DE5695  values and other accuracy information.
 DE5695
 DE5695
 DE5695.The horizontal coordinates were established by GPS observations
 DE5695.and adjusted by the National Geodetic Survey in February 2007.
 DE5695
 DE5695.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5695.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5695
 DE5695.The horizontal coordinates are valid at the epoch date displayed above
 DE5695.which is a decimal equivalence of Year/Month/Day.
 DE5695
 DE5695.The orthometric height was determined by differential leveling and
 DE5695.adjusted in August 2004.
 DE5695
 DE5695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5695
 DE5695.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5695
 DE5695.The ellipsoidal height was determined by GPS observations
 DE5695.and is referenced to NAD 83.
 DE5695
 DE5695.The dynamic height is computed by dividing the NAVD 88
 DE5695.geopotential number by the normal gravity value computed on the
 DE5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5695.degrees latitude (g = 980.6199 gals.).
 DE5695
 DE5695.The modeled gravity was interpolated from observed gravity values.
 DE5695
 DE5695. The following values were computed from the NAD 83(2007) position.
 DE5695
 DE5695;                    North         East     Units Scale Factor Converg.
 DE5695;SPC MN N     -   270,167.434 1,055,872.307   MT  0.99990598   +2 32 29.5
 DE5695;SPC MN N     -   886,374.32  3,464,141.06   sFT  0.99990598   +2 32 29.5
 DE5695;UTM  16      - 5,317,484.698   300,673.313   MT  1.00008823   -1 59 06.2
 DE5695
 DE5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5695!SPC MN N     -   0.99995584  x   0.99990598  =   0.99986182
 DE5695!UTM  16      -   0.99995584  x   1.00008823  =   1.00004406
 DE5695
 DE5695:                Primary Azimuth Mark                     Grid Az
 DE5695:SPC MN N     -  1604 L                                   242 40 38.8
 DE5695:UTM  16      -  1604 L                                   247 12 14.5
 DE5695
 DE5695|---------------------------------------------------------------------|
 DE5695| PID    Reference Object                     Distance      Geod. Az  |
 DE5695|                                                           dddmmss.s |
 DE5695| DE5694 1604 L                              APPROX. 0.7 KM 2451308.3 |
 DE5695|---------------------------------------------------------------------|
 DE5695
 DE5695                          SUPERSEDED SURVEY CONTROL
 DE5695
 DE5695  NAD 83(1994)-  47 58 46.52286(N)    089 40 16.12829(W) AD(       ) 1
 DE5695  ELLIP H (06/25/02)  281.817  (m)                       GP(       ) 4 1
 DE5695  NAVD 88 (06/25/02)  315.64   (m)         1035.6    (f) LEVELING    3  
 DE5695
 DE5695.Superseded values are not recommended for survey control.
 DE5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5695.See file dsdata.txt to determine how the superseded data were derived.
 DE5695
 DE5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0067317484(NAD 83)
 DE5695
 DE5695_MARKER: DD = SURVEY DISK
 DE5695_SETTING: 66 = SET IN ROCK OUTCROP
 DE5695_STAMPING: 1604 M 1997
 DE5695_MARK LOGO: MNDT  
 DE5695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE5695+STABILITY: POSITION/ELEVATION WELL
 DE5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5695+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5695
 DE5695  HISTORY     - Date     Condition        Report By
 DE5695  HISTORY     - 1997     MONUMENTED       MNDT
 DE5695  HISTORY     - 19970813 GOOD             MNDT
 DE5695
 DE5695                          STATION DESCRIPTION
 DE5695
 DE5695'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5695'1.0 MI (1.6 KM) NE OF GRAND PORTAGE, 1.1 MI (1.8 KM) NE ALONG TH 61
 DE5695'FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61
 DE5695'MP 146.50, 43.5 FT (13.3 M) SE OF TH 61, 215 FT (65.5 M) EAST OF END
 DE5695'WOODEN GUARD POST, AND 1.4 FT (0.4 M) WEST OF WIT POST.
 DE5695
 DE5695                          STATION RECOVERY (1997)
 DE5695
 DE5695'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5695'THE MARK IS 1.0 MI (1.6 KM) NE OF GRAND PORTAGE, 1.1 MI (1.8 KM) NE
 DE5695'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND
 DE5695'PORTAGE, AT TH 61 MP 146.50, 43.5 FT (13.3 M) SE OF TH 61, 215 FT
 DE5695'(65.5 M) EAST OF END WOODEN GUARD POST, AND 1.4 FT (0.4 M) WEST OF WIT
 DE5695'POST.  DISK SET IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8409 ***********************************************************************
 DE8409  DESIGNATION -  1604 N
 DE8409  PID         -  DE8409
 DE8409  STATE/COUNTY-  MN/COOK
 DE8409  COUNTRY     -  US
 DE8409  USGS QUAD   -  GRAND PORTAGE (1976)
 DE8409
 DE8409                         *CURRENT SURVEY CONTROL
 DE8409  ______________________________________________________________________
 DE8409* NAD 83(1986) POSITION- 47 59 00.95   (N) 089 39 47.81   (W)   HD_HELD1  
 DE8409* NAVD 88 ORTHO HEIGHT -   342.590  (meters)    1123.98  (feet) ADJUSTED  
 DE8409  ______________________________________________________________________
 DE8409  GEOID HEIGHT    -        -33.92  (meters)                     GEOID09
 DE8409  DYNAMIC HEIGHT  -        342.663 (meters)     1124.22  (feet) COMP
 DE8409  MODELED GRAVITY -    980,814.0   (mgal)                       NAVD 88
 DE8409
 DE8409  VERT ORDER      -  SECOND    CLASS I
 DE8409
 DE8409.The horizontal coordinates were established by differentially corrected
 DE8409.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8409.
 DE8409.The orthometric height was determined by differential leveling and
 DE8409.adjusted in August 2004.
 DE8409
 DE8409.The dynamic height is computed by dividing the NAVD 88
 DE8409.geopotential number by the normal gravity value computed on the
 DE8409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8409.degrees latitude (g = 980.6199 gals.).
 DE8409
 DE8409.The modeled gravity was interpolated from observed gravity values.
 DE8409
 DE8409;                    North         East    Units  Estimated Accuracy
 DE8409;SPC MN N     -   270,638.6   1,056,439.1     MT  (+/- 3 meters HH1 GPS) 
 DE8409
 DE8409                          SUPERSEDED SURVEY CONTROL
 DE8409
 DE8409.No superseded survey control is available for this station.
 DE8409
 DE8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0127517909(NAD 83)
 DE8409
 DE8409_MARKER: DD = SURVEY DISK
 DE8409_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE8409+WITH SETTING: INFORMATION.
 DE8409_STAMPING: 1604 N 1997
 DE8409_MARK LOGO: MNDT  
 DE8409_PROJECTION: FLUSH
 DE8409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8409+STABILITY: SURFACE MOTION
 DE8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8409+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE8409_ROD/PIPE-DEPTH:  2.1 meters
 DE8409
 DE8409  HISTORY     - Date     Condition        Report By
 DE8409  HISTORY     - 1997     MONUMENTED       MNDT
 DE8409
 DE8409                          STATION DESCRIPTION
 DE8409
 DE8409'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DE8409'THE MARK IS 1.5 MI (2.4 KM) NE OF GRAND PORTAGE, 1.55 MI (2.49 KM) NE
 DE8409'ALONG TH 61 FROM THE JCT OF TH 61 AND CO RD 73 IN GRAND PORTAGE, AT TH
 DE8409'61 MP 146.95, 92.3 FT (28.1 M) SSE OF TH 61, 3.1 FT (0.9 M) SSE OF
 DE8409'GUARD RAIL, 2.6 FT (0.8 M) NNW OF WIT POST, DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5696 ***********************************************************************
 DE5696  DESIGNATION -  1604 Q
 DE5696  PID         -  DE5696
 DE5696  STATE/COUNTY-  MN/COOK
 DE5696  COUNTRY     -  US
 DE5696  USGS QUAD   -  GRAND PORTAGE (1976)
 DE5696
 DE5696                         *CURRENT SURVEY CONTROL
 DE5696  ______________________________________________________________________
 DE5696* NAD 83(2007) POSITION- 47 59 30.75878(N) 089 38 23.00694(W)   ADJUSTED  
 DE5696* NAD 83(2007) ELLIP HT-   232.307 (meters)        (02/10/07)   ADJUSTED
 DE5696* NAD 83(2007) EPOCH   -  2002.00
 DE5696* NAVD 88 ORTHO HEIGHT -   266.339  (meters)     873.81  (feet) ADJUSTED  
 DE5696  ______________________________________________________________________
 DE5696  NAD 83(2007) X  -     26,890.733 (meters)                     COMP
 DE5696  NAD 83(2007) Y  - -4,276,459.855 (meters)                     COMP
 DE5696  NAD 83(2007) Z  -  4,716,444.573 (meters)                     COMP
 DE5696  LAPLACE CORR    -        -11.30  (seconds)                    DEFLEC09
 DE5696  GEOID HEIGHT    -        -34.03  (meters)                     GEOID09
 DE5696  DYNAMIC HEIGHT  -        266.394 (meters)      873.99  (feet) COMP
 DE5696  MODELED GRAVITY -    980,811.1   (mgal)                       NAVD 88
 DE5696
 DE5696  VERT ORDER      -  SECOND    CLASS I
 DE5696
 DE5696  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5696  Type                                         Horiz  Ellip  Dist(km)
 DE5696  -------------------------------------------------------------------
 DE5696  NETWORK                                       0.94   0.84
 DE5696  -------------------------------------------------------------------
 DE5696  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.41      2.04
 DE5696  -------------------------------------------------------------------
 DE5696  NOTE: Click here for information on individual local accuracy
 DE5696  values and other accuracy information.
 DE5696
 DE5696
 DE5696.The horizontal coordinates were established by GPS observations
 DE5696.and adjusted by the National Geodetic Survey in February 2007.
 DE5696
 DE5696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5696.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5696
 DE5696.The horizontal coordinates are valid at the epoch date displayed above
 DE5696.which is a decimal equivalence of Year/Month/Day.
 DE5696
 DE5696.The orthometric height was determined by differential leveling and
 DE5696.adjusted in August 2004.
 DE5696
 DE5696.Photographs are available for this station.
 DE5696
 DE5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5696
 DE5696.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5696
 DE5696.The ellipsoidal height was determined by GPS observations
 DE5696.and is referenced to NAD 83.
 DE5696
 DE5696.The dynamic height is computed by dividing the NAVD 88
 DE5696.geopotential number by the normal gravity value computed on the
 DE5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5696.degrees latitude (g = 980.6199 gals.).
 DE5696
 DE5696.The modeled gravity was interpolated from observed gravity values.
 DE5696
 DE5696. The following values were computed from the NAD 83(2007) position.
 DE5696
 DE5696;                    North         East     Units Scale Factor Converg.
 DE5696;SPC MN N     -   271,636.696 1,058,154.464   MT  0.99990654   +2 33 53.4
 DE5696;SPC MN N     -   891,194.73  3,471,628.44   sFT  0.99990654   +2 33 53.4
 DE5696;UTM  16      - 5,318,769.485   303,064.733   MT  1.00007658   -1 57 43.5
 DE5696
 DE5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5696!SPC MN N     -   0.99996359  x   0.99990654  =   0.99987013
 DE5696!UTM  16      -   0.99996359  x   1.00007658  =   1.00004017
 DE5696
 DE5696                          SUPERSEDED SURVEY CONTROL
 DE5696
 DE5696  NAD 83(1994)-  47 59 30.75867(N)    089 38 23.00723(W) AD(       ) 1
 DE5696  ELLIP H (06/25/02)  232.347  (m)                       GP(       ) 4 1
 DE5696  NAVD 88 (06/25/02)  266.34   (m)          873.8    (f) LEVELING    3  
 DE5696
 DE5696.Superseded values are not recommended for survey control.
 DE5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5696.See file dsdata.txt to determine how the superseded data were derived.
 DE5696
 DE5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0306418769(NAD 83)
 DE5696
 DE5696_MARKER: DD = SURVEY DISK
 DE5696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5696_STAMPING: 1604 Q 1997
 DE5696_MARK LOGO: MNDT  
 DE5696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5696+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 DE5696
 DE5696  HISTORY     - Date     Condition        Report By
 DE5696  HISTORY     - 1997     MONUMENTED       MNDT
 DE5696  HISTORY     - 19970813 GOOD             MNDT
 DE5696
 DE5696                          STATION DESCRIPTION
 DE5696
 DE5696'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE5696'2.75 MI (4.43 KM) NE OF GRAND PORTAGE, 2.8 MI (4.5 KM) NE ALONG TH 61
 DE5696'FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND PORTAGE, AT TH 61
 DE5696'MP 148.20, 51.2 FT (15.6 M) SE OF TH 61, 2.4 FT (0.7 M) SE OF
 DE5696'GUARDRAIL, AND 2.5 FT (0.8 M) NW OF WIT POST.
 DE5696
 DE5696                          STATION RECOVERY (1997)
 DE5696
 DE5696'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 DE5696'THE MARK IS 2.75 MI (4.43 KM) NE OF GRAND PORTAGE, 2.8 MI (4.5 KM) NE
 DE5696'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND
 DE5696'PORTAGE, AT TH 61 MP 148.20, 51.2 FT (15.6 M) SE OF TH 61, 2.4 FT (0.7
 DE5696'M) SE OF GUARDRAIL, AND 2.5 FT (0.8 M) NW OF WIT POST.  DRIVEN TO
 DE5696'REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8406 ***********************************************************************
 DE8406  DESIGNATION -  1604 R
 DE8406  PID         -  DE8406
 DE8406  STATE/COUNTY-  MN/COOK
 DE8406  COUNTRY     -  US
 DE8406  USGS QUAD   -  PIGEON POINT (1976)
 DE8406
 DE8406                         *CURRENT SURVEY CONTROL
 DE8406  ______________________________________________________________________
 DE8406* NAD 83(1986) POSITION- 47 59 47.58   (N) 089 37 25.83   (W)   HD_HELD1  
 DE8406* NAVD 88 ORTHO HEIGHT -   216.596  (meters)     710.62  (feet) ADJUSTED  
 DE8406  ______________________________________________________________________
 DE8406  GEOID HEIGHT    -        -34.10  (meters)                     GEOID09
 DE8406  DYNAMIC HEIGHT  -        216.640 (meters)      710.76  (feet) COMP
 DE8406  MODELED GRAVITY -    980,811.4   (mgal)                       NAVD 88
 DE8406
 DE8406  VERT ORDER      -  SECOND    CLASS I
 DE8406
 DE8406.The horizontal coordinates were established by differentially corrected
 DE8406.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8406.
 DE8406.The orthometric height was determined by differential leveling and
 DE8406.adjusted in August 2004.
 DE8406
 DE8406.The dynamic height is computed by dividing the NAVD 88
 DE8406.geopotential number by the normal gravity value computed on the
 DE8406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8406.degrees latitude (g = 980.6199 gals.).
 DE8406
 DE8406.The modeled gravity was interpolated from observed gravity values.
 DE8406
 DE8406;                    North         East    Units  Estimated Accuracy
 DE8406;SPC MN N     -   272,208.8   1,059,315.2     MT  (+/- 3 meters HH1 GPS) 
 DE8406
 DE8406                          SUPERSEDED SURVEY CONTROL
 DE8406
 DE8406.No superseded survey control is available for this station.
 DE8406
 DE8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCU0426719248(NAD 83)
 DE8406
 DE8406_MARKER: DD = SURVEY DISK
 DE8406_SETTING: 66 = SET IN ROCK OUTCROP
 DE8406_STAMPING: 1604 R 1997
 DE8406_MARK LOGO: MNDT  
 DE8406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DE8406+STABILITY: POSITION/ELEVATION WELL
 DE8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8406+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE8406
 DE8406  HISTORY     - Date     Condition        Report By
 DE8406  HISTORY     - 1997     MONUMENTED       MNDT
 DE8406
 DE8406                          STATION DESCRIPTION
 DE8406
 DE8406'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8406'THE MARK IS 3.5 MI (5.6 KM) NE OF GRAND PORTAGE, 3.6 MI (5.8 KM) NE
 DE8406'ALONG TH 61 FROM JCT OF TH 61 AND CO RD 73 (STORE RD) IN GRAND
 DE8406'PORTAGE, AT TH 61 MP 149.0, 50.0 FT (15.2 M) NW OF TH 61, 21.0 FT (6.4
 DE8406'M) WEST OF NORTH LEG OF ADOPT A HIGHWAY SIGN, AND 3.0 FT (0.9 M) NW OF
 DE8406'WIT POST.  DISK SET IN A DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1509 ***********************************************************************
 SJ1509  DESIGNATION -  166 CAP
 SJ1509  PID         -  SJ1509
 SJ1509  STATE/COUNTY-  MN/ITASCA
 SJ1509  COUNTRY     -  US
 SJ1509  USGS QUAD   -  COHASSET EAST (1969)
 SJ1509
 SJ1509                         *CURRENT SURVEY CONTROL
 SJ1509  ______________________________________________________________________
 SJ1509* NAD 83(1986) POSITION- 47 15 45.24   (N) 093 37 13.46   (W)   HD_HELD1  
 SJ1509* NAVD 88 ORTHO HEIGHT -   390.869  (meters)    1282.38  (feet) ADJUSTED  
 SJ1509  ______________________________________________________________________
 SJ1509  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 SJ1509  DYNAMIC HEIGHT  -        390.901 (meters)     1282.48  (feet) COMP
 SJ1509  MODELED GRAVITY -    980,683.6   (mgal)                       NAVD 88
 SJ1509
 SJ1509  VERT ORDER      -  SECOND    CLASS 0
 SJ1509
 SJ1509.The horizontal coordinates were established by differentially corrected
 SJ1509.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SJ1509.
 SJ1509.The orthometric height was determined by differential leveling and
 SJ1509.adjusted in June 1991.
 SJ1509
 SJ1509.The dynamic height is computed by dividing the NAVD 88
 SJ1509.geopotential number by the normal gravity value computed on the
 SJ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1509.degrees latitude (g = 980.6199 gals.).
 SJ1509
 SJ1509.The modeled gravity was interpolated from observed gravity values.
 SJ1509
 SJ1509;                    North         East    Units  Estimated Accuracy
 SJ1509;SPC MN N     -   184,910.0     760,616.5     MT  (+/- 3 meters HH1 GPS) 
 SJ1509
 SJ1509                          SUPERSEDED SURVEY CONTROL
 SJ1509
 SJ1509  NGVD 29 (??/??/92)  390.617  (m)         1281.55   (f) ADJ UNCH    2 0
 SJ1509
 SJ1509.Superseded values are not recommended for survey control.
 SJ1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1509.See file dsdata.txt to determine how the superseded data were derived.
 SJ1509
 SJ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5306434529(NAD 83)
 SJ1509
 SJ1509_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SJ1509_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SJ1509_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SJ1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1509
 SJ1509  HISTORY     - Date     Condition        Report By
 SJ1509  HISTORY     - UNK      MONUMENTED       USE
 SJ1509  HISTORY     - 1948     GOOD             CGS
 SJ1509
 SJ1509                          STATION DESCRIPTION
 SJ1509
 SJ1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SJ1509'IN COHASSET.
 SJ1509'AT COHASSET, ABOUT 10 1/2 RAILS SOUTHEAST ALONG THE GREAT NORTHERN
 SJ1509'RAILWAY FROM THE STATION, 34 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 SJ1509'THE MAIN TRACK, 29 FEET NORTH OF A SWITCH CONTROL, 17 FEET SOUTHWEST
 SJ1509'OF THE CENTER LINE OF A GRAVEL STREET PARALLELING THE TRACK, 9.3 FEET
 SJ1509'WEST OF A TELEGRAPH POLE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS
 SJ1509'POST, 4 1/2 FEET BELOW THE TRACK AND ON THE TOP OF AN IRON PIPE
 SJ1509'PROJECTING ABOUT 18 INCHES.  NOTE-- PIPE IS A LITTLE LOOSE IN GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1516 ***********************************************************************
 SJ1516  DESIGNATION -  167 CAP
 SJ1516  PID         -  SJ1516
 SJ1516  STATE/COUNTY-  MN/ITASCA
 SJ1516  COUNTRY     -  US
 SJ1516  USGS QUAD   -  COHASSET EAST (1969)
 SJ1516
 SJ1516                         *CURRENT SURVEY CONTROL
 SJ1516  ______________________________________________________________________
 SJ1516* NAD 83(1986) POSITION- 47 15 04.30   (N) 093 35 07.89   (W)   HD_HELD1  
 SJ1516* NAVD 88 ORTHO HEIGHT -   391.007  (meters)    1282.83  (feet) ADJUSTED  
 SJ1516  ______________________________________________________________________
 SJ1516  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 SJ1516  DYNAMIC HEIGHT  -        391.040 (meters)     1282.94  (feet) COMP
 SJ1516  MODELED GRAVITY -    980,684.5   (mgal)                       NAVD 88
 SJ1516
 SJ1516  VERT ORDER      -  SECOND    CLASS 0
 SJ1516
 SJ1516.The horizontal coordinates were established by differentially corrected
 SJ1516.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SJ1516.
 SJ1516.The orthometric height was determined by differential leveling and
 SJ1516.adjusted in June 1991.
 SJ1516
 SJ1516.The dynamic height is computed by dividing the NAVD 88
 SJ1516.geopotential number by the normal gravity value computed on the
 SJ1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1516.degrees latitude (g = 980.6199 gals.).
 SJ1516
 SJ1516.The modeled gravity was interpolated from observed gravity values.
 SJ1516
 SJ1516;                    North         East    Units  Estimated Accuracy
 SJ1516;SPC MN N     -   183,628.6     763,248.3     MT  (+/- 3 meters HH1 GPS) 
 SJ1516
 SJ1516                          SUPERSEDED SURVEY CONTROL
 SJ1516
 SJ1516  NGVD 29 (??/??/92)  390.760  (m)         1282.02   (f) ADJ UNCH    2 0
 SJ1516
 SJ1516.Superseded values are not recommended for survey control.
 SJ1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1516.See file dsdata.txt to determine how the superseded data were derived.
 SJ1516
 SJ1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5569433245(NAD 83)
 SJ1516
 SJ1516_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SJ1516_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SJ1516_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SJ1516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1516
 SJ1516  HISTORY     - Date     Condition        Report By
 SJ1516  HISTORY     - UNK      MONUMENTED       USE
 SJ1516  HISTORY     - 1935     GOOD             CGS
 SJ1516
 SJ1516                          STATION DESCRIPTION
 SJ1516
 SJ1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SJ1516'3.1 MI W FROM GRAND RAPIDS.
 SJ1516'ABOUT 3.1 MILES WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SJ1516'AT GRAND RAPIDS, ITASCA COUNTY, ON THE RIGHT BANK OF THE MISSISSIPPI
 SJ1516'RIVER, AT POKEGAMA DAM, ABOUT 75 FEET UPSTREAM FROM THE UPPER FACE OF
 SJ1516'THE DAM, ABOUT 100 FEET BACK FROM THE WATERS EDGE, ABOUT 10 FEET
 SJ1516'UPSTREAM FROM AN EAST-AND-WEST FENCE, AND AT THE EDGE OF A THICKET. A
 SJ1516'3-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP
 SJ1516'AND PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1535 ***********************************************************************
 PQ1535  DESIGNATION -  167 ES
 PQ1535  PID         -  PQ1535
 PQ1535  STATE/COUNTY-  MN/MCLEOD
 PQ1535  COUNTRY     -  US
 PQ1535  USGS QUAD   -  HEATWOLE (1982)
 PQ1535
 PQ1535                         *CURRENT SURVEY CONTROL
 PQ1535  ______________________________________________________________________
 PQ1535* NAD 83(1986) POSITION- 44 45 45.     (N) 094 22 32.     (W)   SCALED    
 PQ1535* NAVD 88 ORTHO HEIGHT -   314.407  (meters)    1031.52  (feet) ADJUSTED  
 PQ1535  ______________________________________________________________________
 PQ1535  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 PQ1535  DYNAMIC HEIGHT  -        314.372 (meters)     1031.40  (feet) COMP
 PQ1535  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 PQ1535
 PQ1535  VERT ORDER      -  SECOND    CLASS I
 PQ1535
 PQ1535.The horizontal coordinates were scaled from a topographic map and have
 PQ1535.an estimated accuracy of +/- 6 seconds.
 PQ1535.
 PQ1535.The orthometric height was determined by differential leveling and
 PQ1535.adjusted in June 1995.
 PQ1535
 PQ1535.The dynamic height is computed by dividing the NAVD 88
 PQ1535.geopotential number by the normal gravity value computed on the
 PQ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1535.degrees latitude (g = 980.6199 gals.).
 PQ1535
 PQ1535.The modeled gravity was interpolated from observed gravity values.
 PQ1535
 PQ1535;                    North         East    Units  Estimated Accuracy
 PQ1535;SPC MN S     -   295,900.      770,270.      MT  (+/- 180 meters Scaled)
 PQ1535
 PQ1535                          SUPERSEDED SURVEY CONTROL
 PQ1535
 PQ1535.No superseded survey control is available for this station.
 PQ1535
 PQ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK911574(NAD 83)
 PQ1535
 PQ1535_MARKER: DB = BENCH MARK DISK
 PQ1535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1535_SP_SET: CONCRETE POST
 PQ1535_STAMPING: 167 ES 1955
 PQ1535_MARK LOGO: USGS  
 PQ1535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1535+STABILITY: SURFACE MOTION
 PQ1535
 PQ1535  HISTORY     - Date     Condition        Report By
 PQ1535  HISTORY     - 1955     MONUMENTED       USGS
 PQ1535  HISTORY     - 19850909 GOOD             MNDT
 PQ1535
 PQ1535                          STATION DESCRIPTION
 PQ1535
 PQ1535'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1535'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF THE CITY OF
 PQ1535'BROWNTON, IN THE SE 1/4 OF SECTION 13, T115N, R30W, 2.8 MI (4.5 KM)
 PQ1535'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1535'SOUTHWEST OF BROWNTON, 73.0 FT (22.3 M) EAST OF AND ABOUT LEVEL WITH
 PQ1535'THE CENTERLINE OF HIGHWAY 15 AT MILEPOINT 92.2, 23.0 FT (7.0 M)
 PQ1535'SOUTH-SOUTHEAST OF A POWER POLE, AND 0.4 FT (0.1 M) WEST OF A STEEL
 PQ1535'WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1535'STAMPED---167 ES 1955---, IS SET IN THE TOP OF A CONCRETE POST AND
 PQ1535'PROJECTS 0.2 FT (0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PO0373 ***********************************************************************
 PO0373  DESIGNATION -  168
 PO0373  PID         -  PO0373
 PO0373  STATE/COUNTY-  MN/WINONA
 PO0373  COUNTRY     -  US
 PO0373  USGS QUAD   -  WINONA WEST (1993)
 PO0373
 PO0373                         *CURRENT SURVEY CONTROL
 PO0373  ______________________________________________________________________
 PO0373* NAD 83(1986) POSITION- 44 03 11.2    (N) 091 38 25.8    (W)   HD_HELD2  
 PO0373* NAVD 88 ORTHO HEIGHT -   202.937  (meters)     665.80  (feet) ADJUSTED  
 PO0373  ______________________________________________________________________
 PO0373  GEOID HEIGHT    -        -30.63  (meters)                     GEOID09
 PO0373  DYNAMIC HEIGHT  -        202.908 (meters)      665.71  (feet) COMP
 PO0373  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 PO0373
 PO0373  VERT ORDER      -  SECOND    CLASS I
 PO0373
 PO0373.The horizontal coordinates were established by autonomous hand held GPS
 PO0373.observations and have an estimated accuracy of +/- 10 meters.
 PO0373.
 PO0373.The orthometric height was determined by differential leveling and
 PO0373.adjusted by the WISCONSIN DEPARTMENT OF TRANSPORTATION
 PO0373.in May 2012.
 PO0373
 PO0373.Photographs are available for this station.
 PO0373
 PO0373.The dynamic height is computed by dividing the NAVD 88
 PO0373.geopotential number by the normal gravity value computed on the
 PO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0373.degrees latitude (g = 980.6199 gals.).
 PO0373
 PO0373.The modeled gravity was interpolated from observed gravity values.
 PO0373
 PO0373;                    North         East    Units  Estimated Accuracy
 PO0373;SPC MN S     -   219,742.      989,042.      MT  (+/- 10 meters HH2 GPS)
 PO0373
 PO0373                          SUPERSEDED SURVEY CONTROL
 PO0373
 PO0373  NAVD 88 (07/08/08)  202.937  (m)          665.80   (f) SUPERSEDED  2 1
 PO0373  NAVD 88 (06/15/91)  202.946  (m)          665.83   (f) SUPERSEDED  1 1
 PO0373  NGVD 29 (??/??/92)  202.962  (m)          665.88   (f) ADJ UNCH    1 1
 PO0373
 PO0373.Superseded values are not recommended for survey control.
 PO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0373.See file dsdata.txt to determine how the superseded data were derived.
 PO0373
 PO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0889978670(NAD 83)
 PO0373
 PO0373_MARKER: B = BOLT
 PO0373_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PO0373_SP_SET: IN WALL
 PO0373_STAMPING: UNSTAMPED
 PO0373_MARK LOGO: DOD   
 PO0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 PO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PO0373+STABILITY: SURFACE MOTION
 PO0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PO0373+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2008
 PO0373
 PO0373  HISTORY     - Date     Condition        Report By
 PO0373  HISTORY     - 1891     MONUMENTED       DOD
 PO0373  HISTORY     - 1970     GOOD             NGS
 PO0373  HISTORY     - 20060614 POOR             WIDT
 PO0373  HISTORY     - 20080915 GOOD             MNDT
 PO0373
 PO0373                          STATION DESCRIPTION
 PO0373
 PO0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0373'0.2 MI NW FROM WINONA.
 PO0373'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 43 FROM THE POST
 PO0373'OFFICE AT WINONA, AT THE NORTHWEST CORNER OF THE WINONA COUNTY
 PO0373'COURTHOUSE, 80 YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY
 PO0373'WHICH IS FOURTH STREET, A COPPER BOLT LEADED IN THE TOP OF THE
 PO0373'STONE WINDOW SILL FOR THE FIRST WINDOW EAST OF THE NORTHWEST
 PO0373'CORNER OF THE BUILDING, 128 FEET SOUTH OF THE CENTER LINE OF
 PO0373'THIRD STREET, 63 FEET EAST OF THE CENTER LINE OF WASHINGTON
 PO0373'STREET, 29 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE TO
 PO0373'THE BUILDING, 7.9 FEET EAST OF THE NORTHWEST CORNER OF THE
 PO0373'BUILDING, 1.2 FEET EAST OF THE WEST CASING FOR THE WINDOW,
 PO0373'AND ABOUT 0.7 FOOT ABOVE THE SURFACE OF THE GROUND.
 PO0373'NOTE-- INFORMATION RECEIVED INDICATES THE COURTHOUSE MAY BE TORN DOWN
 PO0373'AND REPLACED BY A NEW BUILDING IN THE NEAR FUTURE.
 PO0373
 PO0373                          STATION RECOVERY (2006)
 PO0373
 PO0373'RECOVERY NOTE BY WI DEPT OF TRANSP 2006 (EPS)
 PO0373'NOTE--THE BUILDING IS STILL STANDING AND THE REFERENCED WINDOW SILL
 PO0373'WAS RECOVERED, HOWEVER THE HEAD OF THE COPPER BOLT HAS BEEN BROKEN OFF
 PO0373'AND THE MARK SHOULD BE CONSIDERED DESTROYED.
 PO0373
 PO0373                          STATION RECOVERY (2008)
 PO0373
 PO0373'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DRB)
 PO0373'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH OF WITOKA, 6.8 MI
 PO0373'(10.9 KM) NORTH-NORTHEAST OF WILSON AND 0.2 MI (0.3 KM)
 PO0373'NORTH-NORTHWEST OF WINONA.
 PO0373' 
 PO0373'TO REACH TO THE MARK AT WINONA, AT NORTHWEST CORNER OF COURTHOUSE, 240
 PO0373'FT (73.2 M) NORTHEAST OF TRUNK HIGHWAY 43 (FOURTH STREET), STATION IS
 PO0373'COPPER BOLT IN FIRST WINDOW SILL EAST OF THE NORTHWEST CORNER OF
 PO0373'BUILDING, 128 FT (39.0 M) SOUTHWEST OF THIRD STREET, 63 FT (19.2 M)
 PO0373'SOUTHEAST OF WASHINGTON STREET EXTENDED, 29 FT (8.8 M) WEST OF NORTH
 PO0373'BUILDING ENTRANCE, 7.9 FT (2.4 M) EAST OF THE NORTHWEST CORNER OF
 PO0373'BUILDING, 1.2 FT (0.4 M) EAST OF WEST WINDOW CASING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1531 ***********************************************************************
 PQ1531  DESIGNATION -  168 ES
 PQ1531  PID         -  PQ1531
 PQ1531  STATE/COUNTY-  MN/MCLEOD
 PQ1531  COUNTRY     -  US
 PQ1531  USGS QUAD   -  HEATWOLE (1982)
 PQ1531
 PQ1531                         *CURRENT SURVEY CONTROL
 PQ1531  ______________________________________________________________________
 PQ1531* NAD 83(1986) POSITION- 44 48 19.     (N) 094 22 31.     (W)   SCALED    
 PQ1531* NAVD 88 ORTHO HEIGHT -   319.124  (meters)    1046.99  (feet) ADJUSTED  
 PQ1531  ______________________________________________________________________
 PQ1531  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 PQ1531  DYNAMIC HEIGHT  -        319.091 (meters)     1046.88  (feet) COMP
 PQ1531  MODELED GRAVITY -    980,503.6   (mgal)                       NAVD 88
 PQ1531
 PQ1531  VERT ORDER      -  SECOND    CLASS I
 PQ1531
 PQ1531.The horizontal coordinates were scaled from a topographic map and have
 PQ1531.an estimated accuracy of +/- 6 seconds.
 PQ1531.
 PQ1531.The orthometric height was determined by differential leveling and
 PQ1531.adjusted in June 1995.
 PQ1531
 PQ1531.The dynamic height is computed by dividing the NAVD 88
 PQ1531.geopotential number by the normal gravity value computed on the
 PQ1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1531.degrees latitude (g = 980.6199 gals.).
 PQ1531
 PQ1531.The modeled gravity was interpolated from observed gravity values.
 PQ1531
 PQ1531;                    North         East    Units  Estimated Accuracy
 PQ1531;SPC MN S     -   300,660.      770,310.      MT  (+/- 180 meters Scaled)
 PQ1531
 PQ1531                          SUPERSEDED SURVEY CONTROL
 PQ1531
 PQ1531.No superseded survey control is available for this station.
 PQ1531
 PQ1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK912622(NAD 83)
 PQ1531
 PQ1531_MARKER: DB = BENCH MARK DISK
 PQ1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1531_SP_SET: CONCRETE POST
 PQ1531_STAMPING: 168 ES 1955
 PQ1531_MARK LOGO: USGS  
 PQ1531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1531+STABILITY: SURFACE MOTION
 PQ1531
 PQ1531  HISTORY     - Date     Condition        Report By
 PQ1531  HISTORY     - 1955     MONUMENTED       USGS
 PQ1531  HISTORY     - 19850909 GOOD             MNDT
 PQ1531
 PQ1531                          STATION DESCRIPTION
 PQ1531
 PQ1531'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1531'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF THE CITY OF
 PQ1531'HUTCHINSON, IN THE SE 1/4 OF SECTION 36, T116N, R30W, 6.4 MI (10.3
 PQ1531'KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1531'HIGHWAYS 7 AND 22 IN HUTCHINSON OR 5.8 MI (9.3 KM) NORTH ALONG
 PQ1531'HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212 (SOUTHWEST OF THE
 PQ1531'CITY OF BROWNTON), 71.5 FT (21.8 M) EAST OF AND ABOUT 1 FT (0.3 M)
 PQ1531'LOWER THAN THE CENTERLINE OF HIGHWAY 15 AT MILEPOINT 95.2, 191 FT
 PQ1531'(58.2 M) NORTH OF THE CENTER OF COUNTY ROAD 70, 3.6 FT (1.1 M) SOUTH
 PQ1531'OF A POWER POLE, AND 107 FT (32.6 M) SOUTH-SOUTHWEST OF A STEEL
 PQ1531'WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1531'STAMPED---168 ES 1955---, IS SET IN THE TOP OF A CONCRETE POST AND
 PQ1531'PROJECTS 0.2 FT (0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PO0370 ***********************************************************************
 PO0370  DESIGNATION -  169
 PO0370  PID         -  PO0370
 PO0370  STATE/COUNTY-  MN/WINONA
 PO0370  COUNTRY     -  US
 PO0370  USGS QUAD   -  WINONA EAST (1972)
 PO0370
 PO0370                         *CURRENT SURVEY CONTROL
 PO0370  ______________________________________________________________________
 PO0370* NAD 83(1986) POSITION- 44 02 40.     (N) 091 36 25.     (W)   SCALED    
 PO0370* NAVD 88 ORTHO HEIGHT -   202.197  (meters)     663.37  (feet) ADJUSTED  
 PO0370  ______________________________________________________________________
 PO0370  GEOID HEIGHT    -        -30.71  (meters)                     GEOID09
 PO0370  DYNAMIC HEIGHT  -        202.167 (meters)      663.28  (feet) COMP
 PO0370  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 PO0370
 PO0370  VERT ORDER      -  FIRST     CLASS I
 PO0370
 PO0370.The horizontal coordinates were scaled from a topographic map and have
 PO0370.an estimated accuracy of +/- 6 seconds.
 PO0370.
 PO0370.The orthometric height was determined by differential leveling and
 PO0370.adjusted in June 1991.
 PO0370
 PO0370.The dynamic height is computed by dividing the NAVD 88
 PO0370.geopotential number by the normal gravity value computed on the
 PO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0370.degrees latitude (g = 980.6199 gals.).
 PO0370
 PO0370.The modeled gravity was interpolated from observed gravity values.
 PO0370
 PO0370;                    North         East    Units  Estimated Accuracy
 PO0370;SPC MN S     -   218,860.      991,760.      MT  (+/- 180 meters Scaled)
 PO0370
 PO0370                          SUPERSEDED SURVEY CONTROL
 PO0370
 PO0370  NGVD 29 (??/??/92)  202.204  (m)          663.40   (f) ADJ UNCH    1 1
 PO0370
 PO0370.Superseded values are not recommended for survey control.
 PO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0370.See file dsdata.txt to determine how the superseded data were derived.
 PO0370
 PO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ116777(NAD 83)
 PO0370
 PO0370_MARKER: B = BOLT
 PO0370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PO0370_SP_SET: PIER
 PO0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0370
 PO0370  HISTORY     - Date     Condition        Report By
 PO0370  HISTORY     - UNK      MONUMENTED       DOD
 PO0370  HISTORY     - 1970     GOOD             NGS
 PO0370
 PO0370                          STATION DESCRIPTION
 PO0370
 PO0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0370'1.8 MI E FROM WINONA.
 PO0370'ABOUT 1.25 MILES EAST ALONG FIFTH STREET FROM THE POST OFFICE
 PO0370'AT WINONA, THENCE 0.15 MILE NORTH ALONG WALL STREET, THENCE 0.4
 PO0370'MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 PO0370'9.8 FEET NORTHWEST OF THE NORTHWEST RAIL, 2.2 FEET EAST OF THE
 PO0370'WEST CORNER OF A CONCRETE PIER, 2.1 FEET WEST OF THE WEST CORNER
 PO0370'OF A METAL BASE PLATE, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK,
 PO0370'AND IS A COPPER BOLT LEADED IN THE TOP OF THE NORTHWEST END
 PO0370'OF THE SOUTHWEST CONCRETE PIER FOR A RAILROAD BRIDGE OVER THE
 PO0370'MISSISSIPPI RIVER.  SEC 25, T 107N, R 7W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0548 ***********************************************************************
 QO0548  DESIGNATION -  169 1
 QO0548  PID         -  QO0548
 QO0548  STATE/COUNTY-  MN/HENNEPIN
 QO0548  COUNTRY     -  US
 QO0548  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0548
 QO0548                         *CURRENT SURVEY CONTROL
 QO0548  ______________________________________________________________________
 QO0548* NAD 83(1986) POSITION- 45 03 28.     (N) 093 17 12.     (W)   SCALED    
 QO0548* NAVD 88 ORTHO HEIGHT -   254.279  (meters)     834.25  (feet) ADJUSTED  
 QO0548  ______________________________________________________________________
 QO0548  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO0548  DYNAMIC HEIGHT  -        254.276 (meters)      834.24  (feet) COMP
 QO0548  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 QO0548
 QO0548  VERT ORDER      -  SECOND    CLASS I
 QO0548
 QO0548.The horizontal coordinates were scaled from a topographic map and have
 QO0548.an estimated accuracy of +/- 6 seconds.
 QO0548.
 QO0548.The orthometric height was determined by differential leveling and
 QO0548.adjusted in June 1991.
 QO0548
 QO0548.The dynamic height is computed by dividing the NAVD 88
 QO0548.geopotential number by the normal gravity value computed on the
 QO0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0548.degrees latitude (g = 980.6199 gals.).
 QO0548
 QO0548.The modeled gravity was interpolated from observed gravity values.
 QO0548
 QO0548;                    North         East    Units  Estimated Accuracy
 QO0548;SPC MN S     -   328,890.      856,190.      MT  (+/- 180 meters Scaled)
 QO0548
 QO0548                          SUPERSEDED SURVEY CONTROL
 QO0548
 QO0548  NGVD 29 (??/??/92)  254.218  (m)          834.05   (f) ADJ UNCH    2 0
 QO0548
 QO0548.Superseded values are not recommended for survey control.
 QO0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0548.See file dsdata.txt to determine how the superseded data were derived.
 QO0548
 QO0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774894(NAD 83)
 QO0548
 QO0548_MARKER: B = BOLT
 QO0548_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QO0548_SP_SET: POWERLINE TOWER FOOTING
 QO0548_MARK LOGO: MNHD  
 QO0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QO0548+STABILITY: POSITION/ELEVATION WELL
 QO0548
 QO0548  HISTORY     - Date     Condition        Report By
 QO0548  HISTORY     - 1967     MONUMENTED       MNHD
 QO0548  HISTORY     - 1967     GOOD             MNDT
 QO0548  HISTORY     - 19860209 GOOD             MNDT
 QO0548  HISTORY     - 20000321 GOOD             USPSQD
 QO0548  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO0548
 QO0548                          STATION DESCRIPTION
 QO0548
 QO0548'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0548'IN BROOKLYN CENTER.
 QO0548'MARK IS LOCATED IN THE NW1/4, SECTION 1, T118N, R21W, ABOUT 0.6 MILE
 QO0548'SOUTH OF F.A.I. 694.  MARK IS A CHISELED X ON THE TOP OF THE EAST BOLT
 QO0548'OF THE EAST BASE OF A STEEL HIGH TENSION TOWER, JUST WEST OF T.H. 169.
 QO0548
 QO0548                          STATION RECOVERY (1986)
 QO0548
 QO0548'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO0548'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NW 1/4 OF
 QO0548'SECTION 1, T118N, R21W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 QO0548'OF TRUNK HIGHWAY 94 AND 57TH AVENUE NORTH.  THE MARK IS A CHISELED
 QO0548'X ON THE TOP OF THE EAST BOLT OF THE EAST BASE OF A STEEL HIGH TENSION
 QO0548'TOWER.
 QO0548
 QO0548                          STATION RECOVERY (2000)
 QO0548
 QO0548'RECOVERY NOTE BY US POWER SQUADRON 2000
 QO0548'RECOVERED IN GOOD CONDITION.
 QO0548
 QO0548                          STATION RECOVERY (2007)
 QO0548
 QO0548'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0548'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1829 ***********************************************************************
 PP1829  DESIGNATION -  169 1
 PP1829  PID         -  PP1829
 PP1829  STATE/COUNTY-  MN/SCOTT
 PP1829  COUNTRY     -  US
 PP1829  USGS QUAD   -  JORDAN EAST (1981)
 PP1829
 PP1829                         *CURRENT SURVEY CONTROL
 PP1829  ______________________________________________________________________
 PP1829* NAD 83(1986) POSITION- 44 44 31.06   (N) 093 35 15.42   (W)   HD_HELD1  
 PP1829* NAVD 88 ORTHO HEIGHT -   239.507  (meters)     785.78  (feet) ADJUSTED  
 PP1829  ______________________________________________________________________
 PP1829  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 PP1829  DYNAMIC HEIGHT  -        239.502 (meters)      785.77  (feet) COMP
 PP1829  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 PP1829
 PP1829  VERT ORDER      -  SECOND    CLASS 0
 PP1829
 PP1829.The horizontal coordinates were established by differentially corrected
 PP1829.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1829.
 PP1829.The orthometric height was determined by differential leveling and
 PP1829.adjusted in June 1991.
 PP1829
 PP1829.Photographs are available for this station.
 PP1829
 PP1829.The dynamic height is computed by dividing the NAVD 88
 PP1829.geopotential number by the normal gravity value computed on the
 PP1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1829.degrees latitude (g = 980.6199 gals.).
 PP1829
 PP1829.The modeled gravity was interpolated from observed gravity values.
 PP1829
 PP1829;                    North         East    Units  Estimated Accuracy
 PP1829;SPC MN S     -   293,635.1     832,658.3     MT  (+/- 3 meters HH1 GPS) 
 PP1829
 PP1829                          SUPERSEDED SURVEY CONTROL
 PP1829
 PP1829  NGVD 29 (??/??/92)  239.471  (m)          785.66   (f) ADJ UNCH    2 0
 PP1829
 PP1829.Superseded values are not recommended for survey control.
 PP1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1829.See file dsdata.txt to determine how the superseded data were derived.
 PP1829
 PP1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5347954454(NAD 83)
 PP1829
 PP1829_MARKER: DD = SURVEY DISK
 PP1829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1829_SP_SET: CONCRETE FOOTING
 PP1829_STAMPING: UNSTAMPED
 PP1829_MARK LOGO: MNDT  
 PP1829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1829+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 PP1829
 PP1829  HISTORY     - Date     Condition        Report By
 PP1829  HISTORY     - 1972     MONUMENTED       MNDT
 PP1829  HISTORY     - 1972     GOOD             MNDT
 PP1829  HISTORY     - 1973     GOOD             NGS
 PP1829  HISTORY     - 1980     GOOD             MNDT
 PP1829  HISTORY     - 20080605 GOOD             MNDT
 PP1829
 PP1829                          STATION DESCRIPTION
 PP1829
 PP1829'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1829'5.4 MI SW FROM SHAKOPEE.
 PP1829'MARK IS LOCATED 5.4 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1829'169 AND TH 101 IN SHAKOPEE, 0.2 MILES NORTH OF A T ROAD WEST (TO
 PP1829'MERRIAM), 37 FEET WEST OF THE CENTERLINE OF NORTHBOUND TH 169 AT MILE
 PP1829'POINT NO. 104.7 (STATION 553+37) IN THE TOP OF A CONCRETE CATCH BASIN
 PP1829'IN THE MEDIAN STRIP OF TH 169.  NE 1/4 SECTION 28, T 115N, R 23W.
 PP1829
 PP1829                          STATION RECOVERY (1973)
 PP1829
 PP1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PP1829'RECOVERED IN GOOD CONDITION.
 PP1829
 PP1829                          STATION RECOVERY (1980)
 PP1829
 PP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1829'THE MARK WAS RECOVERED IN GOOD CONDITION 5.4 MILES SOUTHWEST ALONG
 PP1829'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1829'SHAKOPEE, IN THE NE 1/4 OF SECTION 28, T115N, R23W.  THE MARK IS IN
 PP1829'THE MEDIAN BETWEEN THE LANES OF TRUNK HIGHWAY 169 AT MILEPOINT 104.7
 PP1829'(STATION 553+47), 0.2 MILE NORTH OF A T - ROAD TO MERRIAM, AND 37 FEET
 PP1829'WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 169.
 PP1829'THE MARK, A BRASS PLUG, IS SET IN THE TOP OF THE SOUTHEAST CORNER OF
 PP1829'THE TOP OF THE CONCRETE MEDIAN DRAIN CATCH BASIN.
 PP1829
 PP1829                          STATION RECOVERY (2008)
 PP1829
 PP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1829'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1831 ***********************************************************************
 PP1831  DESIGNATION -  169 2
 PP1831  PID         -  PP1831
 PP1831  STATE/COUNTY-  MN/SCOTT
 PP1831  COUNTRY     -  US
 PP1831  USGS QUAD   -  SHAKOPEE (1993)
 PP1831
 PP1831                         *CURRENT SURVEY CONTROL
 PP1831  ______________________________________________________________________
 PP1831* NAD 83(1986) POSITION- 44 45 25.71   (N) 093 35 03.62   (W)   HD_HELD1  
 PP1831* NAVD 88 ORTHO HEIGHT -   248.890  (meters)     816.57  (feet) ADJUSTED  
 PP1831  ______________________________________________________________________
 PP1831  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 PP1831  DYNAMIC HEIGHT  -        248.886 (meters)      816.55  (feet) COMP
 PP1831  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 PP1831
 PP1831  VERT ORDER      -  SECOND    CLASS 0
 PP1831
 PP1831.The horizontal coordinates were established by differentially corrected
 PP1831.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1831.
 PP1831.The orthometric height was determined by differential leveling and
 PP1831.adjusted in June 1991.
 PP1831
 PP1831.Photographs are available for this station.
 PP1831
 PP1831.The dynamic height is computed by dividing the NAVD 88
 PP1831.geopotential number by the normal gravity value computed on the
 PP1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1831.degrees latitude (g = 980.6199 gals.).
 PP1831
 PP1831.The modeled gravity was interpolated from observed gravity values.
 PP1831
 PP1831;                    North         East    Units  Estimated Accuracy
 PP1831;SPC MN S     -   295,323.2     832,909.3     MT  (+/- 3 meters HH1 GPS) 
 PP1831
 PP1831                          SUPERSEDED SURVEY CONTROL
 PP1831
 PP1831  NGVD 29 (??/??/92)  248.853  (m)          816.45   (f) ADJ UNCH    2 0
 PP1831
 PP1831.Superseded values are not recommended for survey control.
 PP1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1831.See file dsdata.txt to determine how the superseded data were derived.
 PP1831
 PP1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5375156138(NAD 83)
 PP1831
 PP1831_MARKER: DD = SURVEY DISK
 PP1831_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1831_SP_SET: CONCRETE FOOTING
 PP1831_STAMPING: UNSTAMPED
 PP1831_MARK LOGO: MNDT  
 PP1831_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1831+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2008
 PP1831
 PP1831  HISTORY     - Date     Condition        Report By
 PP1831  HISTORY     - 1972     MONUMENTED       MNDT
 PP1831  HISTORY     - 1972     GOOD             MNDT
 PP1831  HISTORY     - 1980     GOOD             MNDT
 PP1831  HISTORY     - 19980911 GOOD             MNDT
 PP1831  HISTORY     - 20080605 GOOD             MNDT
 PP1831
 PP1831                          STATION DESCRIPTION
 PP1831
 PP1831'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1831'4.4 MI SW FROM SHAKOPEE.
 PP1831'MARK IS LOCATED 4.4 MILES SOUTH ALONG TH 169 FROM THE JUNCTION OF TH
 PP1831'169 AND TH 101 IN SHAKOPEE 0.7 MILES SOUTH OF TH 41, 0.25 MILES NORTH
 PP1831'OF AN ENTRANCE WEST TO BRYAN AGGREGATE (AND AN EAST-WEST POWER LINE),
 PP1831'300 FEET SOUTH OF A T ROAD EAST, 35 FEET WEST OF THE CENTERLINE OF
 PP1831'NORTHBOUND TH 169 AT MILE POINT 105.8 (STATION 609+70), IN A CONCRETE
 PP1831'CATCH BASIN IN THE TH 169 MEDIAN STRIP.  NE 1/4 SECTION 21, T 115N, R
 PP1831'23W.
 PP1831
 PP1831                          STATION RECOVERY (1980)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1831'THE MARK WAS RECOVERED IN GOOD CONDITION 4.4 MILES SOUTHWEST ALONG
 PP1831'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1831'SHAKOPEE, IN THE NE 1/4 OF SECTION 21, T115N, R23W.  THE MARK IS 0.7
 PP1831'MILE SOUTH OF TRUNK HIGHWAY 41, 300 FEET SOUTH OF A T - ROAD TO THE
 PP1831'EAST, IN THE MEDIAN BETWEEN THE LANES OF TRUNK HIGHWAY 169 AT
 PP1831'MILEPOINT 105.75 (STATION 609+70).  THE MARK, A BRASS PLUG, IS SET IN
 PP1831'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE TOP OF A MEDIAN DRAIN
 PP1831'CATCH BASIN.
 PP1831
 PP1831                          STATION RECOVERY (1998)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1831'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS A
 PP1831'BRASS PLUG.
 PP1831
 PP1831                          STATION RECOVERY (2008)
 PP1831
 PP1831'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1831'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1793 ***********************************************************************
 PP1793  DESIGNATION -  169 3
 PP1793  PID         -  PP1793
 PP1793  STATE/COUNTY-  MN/SCOTT
 PP1793  COUNTRY     -  US
 PP1793  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1793
 PP1793                         *CURRENT SURVEY CONTROL
 PP1793  ______________________________________________________________________
 PP1793* NAD 83(1986) POSITION- 44 36 52.66   (N) 093 45 57.66   (W)   HD_HELD1  
 PP1793* NAVD 88 ORTHO HEIGHT -   259.163  (meters)     850.27  (feet) ADJUSTED  
 PP1793  ______________________________________________________________________
 PP1793  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 PP1793  DYNAMIC HEIGHT  -        259.145 (meters)      850.21  (feet) COMP
 PP1793  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 PP1793
 PP1793  VERT ORDER      -  SECOND    CLASS 0
 PP1793
 PP1793.The horizontal coordinates were established by differentially corrected
 PP1793.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1793.
 PP1793.The orthometric height was determined by differential leveling and
 PP1793.adjusted in June 1991.
 PP1793
 PP1793.Photographs are available for this station.
 PP1793
 PP1793.The dynamic height is computed by dividing the NAVD 88
 PP1793.geopotential number by the normal gravity value computed on the
 PP1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1793.degrees latitude (g = 980.6199 gals.).
 PP1793
 PP1793.The modeled gravity was interpolated from observed gravity values.
 PP1793
 PP1793;                    North         East    Units  Estimated Accuracy
 PP1793;SPC MN S     -   279,430.4     818,570.7     MT  (+/- 3 meters HH1 GPS) 
 PP1793
 PP1793                          SUPERSEDED SURVEY CONTROL
 PP1793
 PP1793  NGVD 29 (??/??/92)  259.131  (m)          850.17   (f) ADJ UNCH    2 0
 PP1793
 PP1793.Superseded values are not recommended for survey control.
 PP1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1793.See file dsdata.txt to determine how the superseded data were derived.
 PP1793
 PP1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3922240427(NAD 83)
 PP1793
 PP1793_MARKER: Z = SEE DESCRIPTION
 PP1793_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1793_SP_SET: HEADWALL BOX CULVERT
 PP1793_STAMPING: UNSTAMPED
 PP1793_MARK LOGO: MNDT  
 PP1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1793+STABILITY: SURFACE MOTION
 PP1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1793+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 PP1793
 PP1793  HISTORY     - Date     Condition        Report By
 PP1793  HISTORY     - UNK      MONUMENTED       MNDT
 PP1793  HISTORY     - 1973     GOOD             MNDT
 PP1793  HISTORY     - 20080612 GOOD             MNDT
 PP1793
 PP1793                          STATION DESCRIPTION
 PP1793
 PP1793'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1793'IN BELLE PLAINE.
 PP1793'THE MARK IS 0.1 MILE NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1793'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.1 MILE NORTHEAST OF
 PP1793'COUNTY ROAD NO. 3, 35 FEET EAST OF NORTHBOUND T.H. 169 STA. 796+63. IT
 PP1793'IS A BRASS PLUG IN THE SOUTHEAST CORNER OF A HEADWALL OF A BOX
 PP1793'CULVERT, 10 FEET BELOW THE LEVEL OF T.H. 169, AT T.H. 169 MILE MARK
 PP1793'91.3.  NW 1/4 SECTION 7, T 113N, R 24W.
 PP1793
 PP1793                          STATION RECOVERY (2008)
 PP1793
 PP1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1793'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF
 PP1793'JORDAN, 6.9 MI (11.1 KM) NORTHWEST OF UNION HILL AND IN THE TOWN OF
 PP1793'BELLE PLAINE, MN.
 PP1793' 
 PP1793'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 PP1793'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 AT
 PP1793'BELLE PLAINE, 0.1 MI (0.2 KM) NORTHEAST OF COUNTY ROAD 3, AT TRUNK
 PP1793'HIGHWAY 169 MILE POINT 91.3, 35 FT (10.7 M) EAST OF NORTHBOUND TRUNK
 PP1793'HIGHWAY 169, IN THE SOUTHEAST CORNER OF A HEADWALL OF A BOX CULVERT,
 PP1793'STATION IS A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1802 ***********************************************************************
 PP1802  DESIGNATION -  169 5
 PP1802  PID         -  PP1802
 PP1802  STATE/COUNTY-  MN/SCOTT
 PP1802  COUNTRY     -  US
 PP1802  USGS QUAD   -  JORDAN WEST (1981)
 PP1802
 PP1802                         *CURRENT SURVEY CONTROL
 PP1802  ______________________________________________________________________
 PP1802* NAD 83(1986) POSITION- 44 38 03.39   (N) 093 43 36.99   (W)   HD_HELD1  
 PP1802* NAVD 88 ORTHO HEIGHT -   257.170  (meters)     843.73  (feet) ADJUSTED  
 PP1802  ______________________________________________________________________
 PP1802  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PP1802  DYNAMIC HEIGHT  -        257.153 (meters)      843.68  (feet) COMP
 PP1802  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 PP1802
 PP1802  VERT ORDER      -  SECOND    CLASS 0
 PP1802
 PP1802.The horizontal coordinates were established by differentially corrected
 PP1802.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1802.
 PP1802.The orthometric height was determined by differential leveling and
 PP1802.adjusted in June 1991.
 PP1802
 PP1802.The dynamic height is computed by dividing the NAVD 88
 PP1802.geopotential number by the normal gravity value computed on the
 PP1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1802.degrees latitude (g = 980.6199 gals.).
 PP1802
 PP1802.The modeled gravity was interpolated from observed gravity values.
 PP1802
 PP1802;                    North         East    Units  Estimated Accuracy
 PP1802;SPC MN S     -   281,623.1     821,664.6     MT  (+/- 3 meters HH1 GPS) 
 PP1802
 PP1802                          SUPERSEDED SURVEY CONTROL
 PP1802
 PP1802  NGVD 29 (??/??/92)  257.138  (m)          843.63   (f) ADJ UNCH    2 0
 PP1802
 PP1802.Superseded values are not recommended for survey control.
 PP1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1802.See file dsdata.txt to determine how the superseded data were derived.
 PP1802
 PP1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4234242581(NAD 83)
 PP1802
 PP1802_MARKER: B = BOLT
 PP1802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1802_SP_SET: CONCRETE FOOTING
 PP1802_STAMPING: UNSTAMPED
 PP1802_MARK LOGO: MNDT  
 PP1802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1802+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 PP1802
 PP1802  HISTORY     - Date     Condition        Report By
 PP1802  HISTORY     - UNK      MONUMENTED       MNDT
 PP1802  HISTORY     - 1973     GOOD             MNDT
 PP1802  HISTORY     - 20080612 GOOD             MNDT
 PP1802
 PP1802                          STATION DESCRIPTION
 PP1802
 PP1802'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1802'2.4 MI NE FROM BELLE PLAINE.
 PP1802'THE MARK IS 2.4 MILES NORTHEAST MEASURED ALONG T.H. 169 FROM ITS
 PP1802'JUNCTION WITH T.H. 25 AT BELLE PLAINE.  IT IS 0.1 MILE NORTHEAST OF
 PP1802'COUNTY ROAD NO. 66, 80 FEET EAST OF NORTHBOUND T.H. 169 STATION
 PP1802'923+57.  IT IS THE TOP OF THE NORTHEAST BOLT IN THE EAST LEG OF BASE
 PP1802'OF APCO SIGN, AT T.H. 169 MILE MARK 93.7.  SE 1/4 SECTION 32, T 114N,
 PP1802'R 24W.
 PP1802
 PP1802                          STATION RECOVERY (2008)
 PP1802
 PP1802'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 PP1802'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF UNION
 PP1802'HILL, 5.3 MI (8.5 KM) WEST-SOUTHWEST OF JORDAN AND 2.3 MI (3.7 KM)
 PP1802'EAST-NORTHEAST OF BELLE PLAINE.
 PP1802' 
 PP1802'TO REACH TO THE MARK GO 2.4 MI (3.9 KM) NORTHEAST FROM BELLE PLAINE,
 PP1802'2.4 MI (3.9 KM) NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF
 PP1802'TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 25 AT BELLE PLAINE, 0.1 MI (0.2
 PP1802'KM) NORTHEAST OF COUNTY ROAD 66, 80 FT (24.4 M) EAST OF NORTHBOUND
 PP1802'TRUNK HIGHWAY 169, NORTHEAST BOLT IN THE EAST LEG OF BASE OF HOT SPOT
 PP1802'GAS STATION SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1807 ***********************************************************************
 PP1807  DESIGNATION -  169 6
 PP1807  PID         -  PP1807
 PP1807  STATE/COUNTY-  MN/SCOTT
 PP1807  COUNTRY     -  US
 PP1807  USGS QUAD   -  JORDAN WEST (1981)
 PP1807
 PP1807                         *CURRENT SURVEY CONTROL
 PP1807  ______________________________________________________________________
 PP1807* NAD 83(1986) POSITION- 44 39 21.59   (N) 093 40 38.50   (W)   HD_HELD1  
 PP1807* NAVD 88 ORTHO HEIGHT -   231.785  (meters)     760.45  (feet) ADJUSTED  
 PP1807  ______________________________________________________________________
 PP1807  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1807  DYNAMIC HEIGHT  -        231.771 (meters)      760.40  (feet) COMP
 PP1807  MODELED GRAVITY -    980,552.6   (mgal)                       NAVD 88
 PP1807
 PP1807  VERT ORDER      -  SECOND    CLASS 0
 PP1807
 PP1807.The horizontal coordinates were established by differentially corrected
 PP1807.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1807.
 PP1807.The orthometric height was determined by differential leveling and
 PP1807.adjusted in June 1991.
 PP1807
 PP1807.The dynamic height is computed by dividing the NAVD 88
 PP1807.geopotential number by the normal gravity value computed on the
 PP1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1807.degrees latitude (g = 980.6199 gals.).
 PP1807
 PP1807.The modeled gravity was interpolated from observed gravity values.
 PP1807
 PP1807;                    North         East    Units  Estimated Accuracy
 PP1807;SPC MN S     -   284,051.1     825,588.8     MT  (+/- 3 meters HH1 GPS) 
 PP1807
 PP1807                          SUPERSEDED SURVEY CONTROL
 PP1807
 PP1807  NGVD 29 (??/??/92)  231.750  (m)          760.33   (f) ADJ UNCH    2 0
 PP1807
 PP1807.Superseded values are not recommended for survey control.
 PP1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1807.See file dsdata.txt to determine how the superseded data were derived.
 PP1807
 PP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4629544960(NAD 83)
 PP1807
 PP1807_MARKER: B = BOLT
 PP1807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1807_SP_SET: CONCRETE FOOTING
 PP1807_STAMPING: UNSTAMPED
 PP1807_MARK LOGO: MNDT  
 PP1807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1807+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 PP1807
 PP1807  HISTORY     - Date     Condition        Report By
 PP1807  HISTORY     - UNK      MONUMENTED       MNDT
 PP1807  HISTORY     - 1973     GOOD             MNDT
 PP1807  HISTORY     - 20080612 GOOD             MNDT
 PP1807
 PP1807                          STATION DESCRIPTION
 PP1807
 PP1807'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1807'2.1 MI SW FROM JORDAN.
 PP1807'THE MARK IS 2.1 MILES SOUTHWEST MEASURED ALONG T.H. 169 FROM ITS
 PP1807'JUNCTION WITH T.H. 282 IN JORDAN.  IT IS 0.1 MILE SOUTHWEST OF COUNTY
 PP1807'ROAD NO. 59, 76 FEET EAST OF NORTHBOUND T.H. 169 STATION 1077+64.  IT
 PP1807'IS THE TOP OF THE NORTHEAST BOLT IN THE BASE OF MIDWEST SIGN, AT T.H.
 PP1807'169 MILE MARK 96.7.  NW 1/4 SECTION 26, T 114N, R 24W.
 PP1807
 PP1807                          STATION RECOVERY (2008)
 PP1807
 PP1807'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 PP1807'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF UNION HILL, 5.0
 PP1807'MI (8.0 KM) EAST-NORTHEAST OF BELLE PLAINE AND 2.7 MI (4.3 KM)
 PP1807'WEST-SOUTHWEST OF JORDAN.
 PP1807' 
 PP1807'TO REACH TO THE MARK GO 2.1 MI (3.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY
 PP1807'169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 282 IN JORDAN, 0.1 MI (0.2
 PP1807'KM) SOUTHWEST OF COUNTY ROAD 59, 76 FT (23.2 M) EAST OF NORTHBOUND
 PP1807'TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT 96.7, NORTHEAST
 PP1807'BOLT IN THE BASE OF PROVIDENCE MOTORS SIGN, AT ADDRESS NUMBER 20225, 5
 PP1807'FT (1.5 M) EAST OF ADDRESS SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1525 ***********************************************************************
 PQ1525  DESIGNATION -  169 ES
 PQ1525  PID         -  PQ1525
 PQ1525  STATE/COUNTY-  MN/MCLEOD
 PQ1525  COUNTRY     -  US
 PQ1525  USGS QUAD   -  HEATWOLE (1982)
 PQ1525
 PQ1525                         *CURRENT SURVEY CONTROL
 PQ1525  ______________________________________________________________________
 PQ1525* NAD 83(1986) POSITION- 44 50 56.     (N) 094 22 31.     (W)   SCALED    
 PQ1525* NAVD 88 ORTHO HEIGHT -   318.440  (meters)    1044.75  (feet) ADJUSTED  
 PQ1525  ______________________________________________________________________
 PQ1525  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 PQ1525  DYNAMIC HEIGHT  -        318.409 (meters)     1044.65  (feet) COMP
 PQ1525  MODELED GRAVITY -    980,509.4   (mgal)                       NAVD 88
 PQ1525
 PQ1525  VERT ORDER      -  SECOND    CLASS I
 PQ1525
 PQ1525.The horizontal coordinates were scaled from a topographic map and have
 PQ1525.an estimated accuracy of +/- 6 seconds.
 PQ1525.
 PQ1525.The orthometric height was determined by differential leveling and
 PQ1525.adjusted in June 1995.
 PQ1525
 PQ1525.The dynamic height is computed by dividing the NAVD 88
 PQ1525.geopotential number by the normal gravity value computed on the
 PQ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1525.degrees latitude (g = 980.6199 gals.).
 PQ1525
 PQ1525.The modeled gravity was interpolated from observed gravity values.
 PQ1525
 PQ1525;                    North         East    Units  Estimated Accuracy
 PQ1525;SPC MN S     -   305,500.      770,340.      MT  (+/- 180 meters Scaled)
 PQ1525
 PQ1525                          SUPERSEDED SURVEY CONTROL
 PQ1525
 PQ1525.No superseded survey control is available for this station.
 PQ1525
 PQ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK913670(NAD 83)
 PQ1525
 PQ1525_MARKER: DB = BENCH MARK DISK
 PQ1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1525_SP_SET: CONCRETE POST
 PQ1525_STAMPING: 169 ES 1955
 PQ1525_MARK LOGO: USGS  
 PQ1525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1525+STABILITY: SURFACE MOTION
 PQ1525
 PQ1525  HISTORY     - Date     Condition        Report By
 PQ1525  HISTORY     - 1955     MONUMENTED       USGS
 PQ1525  HISTORY     - 19850909 GOOD             MNDT
 PQ1525
 PQ1525                          STATION DESCRIPTION
 PQ1525
 PQ1525'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1525'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE CITY OF
 PQ1525'HUTCHINSON, IN THE SE 1/4 OF SECTION 13, T116N, R30W, 3.45 MI (5.55
 PQ1525'KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1525'HIGHWAYS 22 AND 7 IN HUTCHINSON, 72.0 FT (21.9 M) EAST OF AND 3 FT
 PQ1525'(0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 15 AT MILEPOINT 98.2,
 PQ1525'141.5 FT (43.1 M) EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 103.4
 PQ1525'FT (31.5 M) SOUTH OF A POWER POLE, 5.5 FT (1.7 M) NORTH OF A SECTION
 PQ1525'LINE FENCE, AND 1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE
 PQ1525'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---169 ES 1955---, IS
 PQ1525'SET IN THE TOP OF A CONCRETE POST AND IS 0.2 FT (0.1 M) LOWER THAN
 PQ1525'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0246 ***********************************************************************
 RN0246  DESIGNATION -  169.09
 RN0246  PID         -  RN0246
 RN0246  STATE/COUNTY-  MN/ST LOUIS
 RN0246  COUNTRY     -  US
 RN0246  USGS QUAD   -  DULUTH (1993)
 RN0246
 RN0246                         *CURRENT SURVEY CONTROL
 RN0246  ______________________________________________________________________
 RN0246* NAD 83(1986) POSITION- 46 48 57.     (N) 092 03 14.     (W)   SCALED    
 RN0246* NAVD 88 ORTHO HEIGHT -   204.327  (meters)     670.36  (feet) ADJUSTED  
 RN0246  ______________________________________________________________________
 RN0246  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 RN0246  DYNAMIC HEIGHT  -        204.356 (meters)      670.46  (feet) COMP
 RN0246  MODELED GRAVITY -    980,751.5   (mgal)                       NAVD 88
 RN0246
 RN0246  VERT ORDER      -  FIRST     CLASS II
 RN0246
 RN0246.The horizontal coordinates were scaled from a topographic map and have
 RN0246.an estimated accuracy of +/- 6 seconds.
 RN0246.
 RN0246.The orthometric height was determined by differential leveling and
 RN0246.adjusted in June 1991.
 RN0246
 RN0246.The dynamic height is computed by dividing the NAVD 88
 RN0246.geopotential number by the normal gravity value computed on the
 RN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0246.degrees latitude (g = 980.6199 gals.).
 RN0246
 RN0246.The modeled gravity was interpolated from observed gravity values.
 RN0246
 RN0246;                    North         East    Units  Estimated Accuracy
 RN0246;SPC MN N     -   135,650.      879,840.      MT  (+/- 180 meters Scaled)
 RN0246
 RN0246                          SUPERSEDED SURVEY CONTROL
 RN0246
 RN0246  NGVD 29 (??/??/92)  204.335  (m)          670.39   (f) ADJ UNCH    1 2
 RN0246
 RN0246.Superseded values are not recommended for survey control.
 RN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0246.See file dsdata.txt to determine how the superseded data were derived.
 RN0246
 RN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM721851(NAD 83)
 RN0246
 RN0246_MARKER: Q = CHISELED SQUARE
 RN0246_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN0246_SP_SET: BRIDGE
 RN0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0246
 RN0246  HISTORY     - Date     Condition        Report By
 RN0246  HISTORY     - UNK      MONUMENTED       DMIRRR
 RN0246  HISTORY     - 1933     GOOD             CGS
 RN0246  HISTORY     - 20061029 MARK NOT FOUND   USPSQD
 RN0246
 RN0246                          STATION DESCRIPTION
 RN0246
 RN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 RN0246'3.4 MI NE FROM DULUTH.
 RN0246'ALONG THE DULUTH AND IRON RANGE RAILWAY, AT RAILROAD STATIONING 177 +
 RN0246'81, RAILROAD ELEVATION 169.02, BENCH MARK ON RAILROAD BRIDGE NO. 4A.
 RN0246
 RN0246                          STATION RECOVERY (2006)
 RN0246
 RN0246'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 RN0246'THIS BRIDGE HAS BEEN REBUILT, IT IS LOCATED OVER 32ND AV EAST IN
 RN0246'DULUTH AND IS STILL IN USE BUT THERE IS NO MARK VISIBLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5917 ***********************************************************************
 DF5917  DESIGNATION -  17
 DF5917  PID         -  DF5917
 DF5917  STATE/COUNTY-  MN/PINE
 DF5917  COUNTRY     -  US
 DF5917  USGS QUAD   -  CEDAR LAKE (1983)
 DF5917
 DF5917                         *CURRENT SURVEY CONTROL
 DF5917  ______________________________________________________________________
 DF5917* NAD 83(2007) POSITION- 45 54 37.22742(N) 092 49 39.90977(W)   ADJUSTED  
 DF5917* NAD 83(2007) ELLIP HT-   276.610 (meters)        (02/10/07)   ADJUSTED
 DF5917* NAD 83(2007) EPOCH   -  2002.00
 DF5917* NAVD 88 ORTHO HEIGHT -   303.8    (meters)     997.    (feet) GPS OBS   
 DF5917  ______________________________________________________________________
 DF5917  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5917  GEOID HEIGHT    -        -27.09  (meters)                     GEOID99
 DF5917  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DF5917  NAD 83(2007) X  -   -219,321.024 (meters)                     COMP
 DF5917  NAD 83(2007) Y  - -4,440,262.591 (meters)                     COMP
 DF5917  NAD 83(2007) Z  -  4,558,517.893 (meters)                     COMP
 DF5917  LAPLACE CORR    -          8.03  (seconds)                    DEFLEC09
 DF5917
 DF5917  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5917  Type                                         Horiz  Ellip  Dist(km)
 DF5917  -------------------------------------------------------------------
 DF5917  NETWORK                                       1.40   0.92
 DF5917  -------------------------------------------------------------------
 DF5917  MEDIAN LOCAL ACCURACY AND DIST (011 points)   1.54   0.94     11.65
 DF5917  -------------------------------------------------------------------
 DF5917  NOTE: Click here for information on individual local accuracy
 DF5917  values and other accuracy information.
 DF5917
 DF5917
 DF5917.The horizontal coordinates were established by GPS observations
 DF5917.and adjusted by the National Geodetic Survey in February 2007.
 DF5917
 DF5917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5917.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5917
 DF5917.The horizontal coordinates are valid at the epoch date displayed above
 DF5917.which is a decimal equivalence of Year/Month/Day.
 DF5917
 DF5917.The orthometric height was determined by GPS observations and a
 DF5917.high-resolution geoid model.
 DF5917
 DF5917.Photographs are available for this station.
 DF5917
 DF5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5917
 DF5917.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5917
 DF5917.The ellipsoidal height was determined by GPS observations
 DF5917.and is referenced to NAD 83.
 DF5917
 DF5917. The following values were computed from the NAD 83(2007) position.
 DF5917
 DF5917;                    North         East     Units Scale Factor Converg.
 DF5917;SPC MN C     -   202,171.561   910,338.257   MT  0.99994932   +1 01 43.8
 DF5917;SPC MN C     -   663,291.20  2,986,668.10   sFT  0.99994932   +1 01 43.8
 DF5917;UTM  15      - 5,084,100.258   513,359.031   MT  0.99960219   +0 07 25.4
 DF5917
 DF5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5917!SPC MN C     -   0.99995664  x   0.99994932  =   0.99990596
 DF5917!UTM  15      -   0.99995664  x   0.99960219  =   0.99955884
 DF5917
 DF5917                          SUPERSEDED SURVEY CONTROL
 DF5917
 DF5917  NAD 83(1996)-  45 54 37.22735(N)    092 49 39.90924(W) AD(       ) 1
 DF5917  ELLIP H (05/27/03)  276.658  (m)                       GP(       ) 3 1
 DF5917
 DF5917.Superseded values are not recommended for survey control.
 DF5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5917.See file dsdata.txt to determine how the superseded data were derived.
 DF5917
 DF5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1335984100(NAD 83)
 DF5917
 DF5917_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5917_STAMPING: NO 17
 DF5917_MARK LOGO: MN-115
 DF5917_PROJECTION: FLUSH
 DF5917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5917+STABILITY: SURFACE MOTION
 DF5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5917+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2007
 DF5917
 DF5917  HISTORY     - Date     Condition        Report By
 DF5917  HISTORY     - 1999     MONUMENTED       MN-115
 DF5917  HISTORY     - 20071017 GOOD             MNDT
 DF5917
 DF5917                          STATION DESCRIPTION
 DF5917
 DF5917'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5917'6 MI (9.7 KM) EAST OF BEROUN ALONG CO RD 14 FROM JCT OF CO RD 61 THEN
 DF5917'0.5 MI (0.8 KM) NORTH AND 0.45 MI (0.72 KM) EAST ALONG TWP RD, 16 FT
 DF5917'(4.9 M) SOUTH OF TWP RD, 4 FT (1.2 M) WEST OF P-POLE, 2 FT (0.6 M)
 DF5917'EAST OF WIT POST.
 DF5917
 DF5917                          STATION RECOVERY (2007)
 DF5917
 DF5917'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5917'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8706 ***********************************************************************
 DF8706  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8706  DESIGNATION -  17
 DF8706  PID         -  DF8706
 DF8706  STATE/COUNTY-  MN/KANABEC
 DF8706  COUNTRY     -  US
 DF8706  USGS QUAD   -  OGILVIE (1968)
 DF8706
 DF8706                         *CURRENT SURVEY CONTROL
 DF8706  ______________________________________________________________________
 DF8706* NAD 83(2007) POSITION- 45 51 45.07576(N) 093 27 09.90550(W)   ADJUSTED  
 DF8706* NAD 83(2007) ELLIP HT-   299.968 (meters)        (02/10/07)   ADJUSTED
 DF8706* NAD 83(2007) EPOCH   -  2002.00
 DF8706* NAVD 88 ORTHO HEIGHT -   327.54   (meters)    1074.6   (feet) GPS OBS   
 DF8706  ______________________________________________________________________
 DF8706  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DF8706  NAD 83(2007) X  -   -267,973.488 (meters)                     COMP
 DF8706  NAD 83(2007) Y  - -4,441,431.590 (meters)                     COMP
 DF8706  NAD 83(2007) Z  -  4,554,834.718 (meters)                     COMP
 DF8706  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DF8706
 DF8706  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8706  Type                                         Horiz  Ellip  Dist(km)
 DF8706  -------------------------------------------------------------------
 DF8706  NETWORK                                       0.90   1.72
 DF8706  -------------------------------------------------------------------
 DF8706  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.95   1.83      8.30
 DF8706  -------------------------------------------------------------------
 DF8706  NOTE: Click here for information on individual local accuracy
 DF8706  values and other accuracy information.
 DF8706
 DF8706
 DF8706.The horizontal coordinates were established by GPS observations
 DF8706.and adjusted by the National Geodetic Survey in February 2007.
 DF8706
 DF8706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8706.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8706
 DF8706.The horizontal coordinates are valid at the epoch date displayed above
 DF8706.which is a decimal equivalence of Year/Month/Day.
 DF8706
 DF8706.The orthometric height was determined by GPS observations and a
 DF8706.high-resolution geoid model using precise GPS observation and
 DF8706.processing techniques.
 DF8706
 DF8706.Photographs are available for this station.
 DF8706
 DF8706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8706
 DF8706.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8706
 DF8706.The ellipsoidal height was determined by GPS observations
 DF8706.and is referenced to NAD 83.
 DF8706
 DF8706. The following values were computed from the NAD 83(2007) position.
 DF8706
 DF8706;                    North         East     Units Scale Factor Converg.
 DF8706;SPC MN C     -   196,177.566   861,906.488   MT  0.99995580   +0 34 36.2
 DF8706;SPC MN C     -   643,625.90  2,827,771.54   sFT  0.99995580   +0 34 36.2
 DF8706;UTM  15      - 5,078,872.475   464,855.688   MT  0.99961518   -0 19 29.7
 DF8706
 DF8706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8706!SPC MN C     -   0.99995298  x   0.99995580  =   0.99990878
 DF8706!UTM  15      -   0.99995298  x   0.99961518  =   0.99956817
 DF8706
 DF8706                          SUPERSEDED SURVEY CONTROL
 DF8706
 DF8706  NAD 83(1996)-  45 51 45.07566(N)    093 27 09.90527(W) AD(       ) 1
 DF8706  ELLIP H (10/22/03)  300.001  (m)                       GP(       ) 3 2
 DF8706  NAVD 88 (10/22/03)  327.6    (m)  GEOID99 model used   GPS OBS        
 DF8706
 DF8706.Superseded values are not recommended for survey control.
 DF8706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8706.See file dsdata.txt to determine how the superseded data were derived.
 DF8706
 DF8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6485578872(NAD 83)
 DF8706
 DF8706_MARKER: DD = SURVEY DISK
 DF8706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8706_STAMPING: 17
 DF8706_MARK LOGO: MN-065
 DF8706_PROJECTION: FLUSH
 DF8706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8706+STABILITY: SURFACE MOTION
 DF8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8706+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 DF8706
 DF8706  HISTORY     - Date     Condition        Report By
 DF8706  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8706  HISTORY     - 20100422 GOOD             MNDT
 DF8706
 DF8706                          STATION DESCRIPTION
 DF8706
 DF8706'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8706'2 MI (3.2 KM) NORTH OF OGILVIE, 2 MI (3.2 KM) NORTH ALONG TH 47 FROM
 DF8706'JCT OF TH 47 AND CO RD 10, THEN 1 MI (1.6 KM) WEST ON 190TH AVE, 33 FT
 DF8706'(10.1 M) NORTH OF 190TH AVE, 9 FT (2.7 M) WEST OF EXTENDED CENTER OF
 DF8706'CO RD 53 (DELTA ST) , 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8706'
 DF8706
 DF8706                          STATION RECOVERY (2010)
 DF8706
 DF8706'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8706'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8706'THE MARK IS 2.0 MILES NORTH OF OGILVIE, 2.0 MILES NORTH ALONG TRUNK
 DF8706'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 10, TO
 DF8706'TRUNK HIGHWAY 47 MILEPOINT 71.25, THEN 1.0 MILE WEST ON 190TH AVENUE,
 DF8706'33.0 FEET NORTH OF 190TH AVENUE, 9.0 FEET WEST OF EXTENDED CENTERLINE
 DF8706'OF COUNTY ROAD 53 (DELTA STREET), 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1421 ***********************************************************************
 PQ1421  DESIGNATION -  17 08
 PQ1421  PID         -  PQ1421
 PQ1421  STATE/COUNTY-  MN/MEEKER
 PQ1421  COUNTRY     -  US
 PQ1421  USGS QUAD   -  COSMOS (1967)
 PQ1421
 PQ1421                         *CURRENT SURVEY CONTROL
 PQ1421  ______________________________________________________________________
 PQ1421* NAD 83(1986) POSITION- 44 57 02.6    (N) 094 44 14.0    (W)   HD_HELD2  
 PQ1421* NAVD 88 ORTHO HEIGHT -   341.529  (meters)    1120.50  (feet) ADJUSTED  
 PQ1421  ______________________________________________________________________
 PQ1421  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PQ1421  DYNAMIC HEIGHT  -        341.504 (meters)     1120.42  (feet) COMP
 PQ1421  MODELED GRAVITY -    980,531.4   (mgal)                       NAVD 88
 PQ1421
 PQ1421  VERT ORDER      -  SECOND    CLASS I
 PQ1421
 PQ1421.The horizontal coordinates were established by autonomous hand held GPS
 PQ1421.observations and have an estimated accuracy of +/- 10 meters.
 PQ1421.
 PQ1421.The orthometric height was determined by differential leveling and
 PQ1421.adjusted in June 1995.
 PQ1421
 PQ1421.Photographs are available for this station.
 PQ1421
 PQ1421.The dynamic height is computed by dividing the NAVD 88
 PQ1421.geopotential number by the normal gravity value computed on the
 PQ1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1421.degrees latitude (g = 980.6199 gals.).
 PQ1421
 PQ1421.The modeled gravity was interpolated from observed gravity values.
 PQ1421
 PQ1421;                    North         East    Units  Estimated Accuracy
 PQ1421;SPC MN S     -   317,013.      741,826.      MT  (+/- 10 meters HH2 GPS)
 PQ1421
 PQ1421                          SUPERSEDED SURVEY CONTROL
 PQ1421
 PQ1421.No superseded survey control is available for this station.
 PQ1421
 PQ1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6296278944(NAD 83)
 PQ1421
 PQ1421_MARKER: DB = BENCH MARK DISK
 PQ1421_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1421_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1421_STAMPING: 17-08 1978
 PQ1421_MARK LOGO: MNDT  
 PQ1421_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1421+STABILITY: SURFACE MOTION
 PQ1421
 PQ1421  HISTORY     - Date     Condition        Report By
 PQ1421  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1421
 PQ1421                          STATION DESCRIPTION
 PQ1421
 PQ1421'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1421'THE MARK IS LOCATED 1 MILE (1.6 KM) NORTH ALONG A TOWNSHIP ROAD FROM
 PQ1421'ITS INTERSECTION WITH TRUNK HIGHWAY 7 FROM A POINT ON TRUNK HIGHWAY 7
 PQ1421'THAT IS 2 MILES (3.2 KM) WEST OF ITS INTERSECTION WITH TRUNK HIGHWAY
 PQ1421'4 AT COSMOS.  THE MARK IS AT THE WEST EDGE OF A FARM GROVE, 152 FEET
 PQ1421'(46.3 M) SOUTH OF THE FARM ENTRANCE TO THE EAST, 106.9 FEET (32.6 M)
 PQ1421'NORTH-NORTHEAST OF THE STEEL SUPPORT POST FOR A MAILBOX, 47 FEET
 PQ1421'(14.3 M) EAST OF THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD, 10.2 FEET
 PQ1421'(3.1 M) EAST OF A POWER POLE, AND 0.7 FOOT (21.3 CM) WEST OF A STEEL
 PQ1421'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1421'STAMPED---17-08 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 PQ1421'CONCRETE POST THAT IS ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE
 PQ1421'TOWNSHIP ROAD AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2407 ***********************************************************************
 DL2407  DESIGNATION -  17 ADP
 DL2407  PID         -  DL2407
 DL2407  STATE/COUNTY-  MN/CHISAGO
 DL2407  COUNTRY     -  US
 DL2407  USGS QUAD   -  RUSH LAKE (1983)
 DL2407
 DL2407                         *CURRENT SURVEY CONTROL
 DL2407  ______________________________________________________________________
 DL2407* NAD 83(2007) POSITION- 45 38 06.84504(N) 093 06 06.62700(W)   ADJUSTED  
 DL2407* NAD 83(2007) ELLIP HT-   258.475 (meters)        (04/01/09)   ADJUSTED
 DL2407* NAD 83(2007) EPOCH   -  2002.00
 DL2407* NAVD 88 ORTHO HEIGHT -   286.8    (meters)     941.    (feet) GPS OBS   
 DL2407  ______________________________________________________________________
 DL2407  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2407  GEOID HEIGHT    -        -28.25  (meters)                     GEOID03
 DL2407  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 DL2407  NAD 83(2007) X  -   -241,744.484 (meters)                     COMP
 DL2407  NAD 83(2007) Y  - -4,461,029.772 (meters)                     COMP
 DL2407  NAD 83(2007) Z  -  4,537,176.259 (meters)                     COMP
 DL2407  LAPLACE CORR    -          3.47  (seconds)                    DEFLEC09
 DL2407  HORZ ORDER      -  FIRST
 DL2407  ELLP ORDER      -  THIRD     CLASS II
 DL2407
 DL2407.The horizontal coordinates were established by GPS observations
 DL2407.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2407
 DL2407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2407.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2407
 DL2407.The horizontal coordinates are valid at the epoch date displayed above
 DL2407.which is a decimal equivalence of Year/Month/Day.
 DL2407
 DL2407.The orthometric height was determined by GPS observations and a
 DL2407.high-resolution geoid model.
 DL2407
 DL2407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2407
 DL2407.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2407
 DL2407.The ellipsoidal height was determined by GPS observations
 DL2407.and is referenced to NAD 83.
 DL2407
 DL2407. The following values were computed from the NAD 83(2007) position.
 DL2407
 DL2407;                    North         East     Units Scale Factor Converg.
 DL2407;SPC MN C     -   171,253.432   889,519.329   MT  0.99999603   +0 49 50.0
 DL2407;SPC MN C     -   561,853.97  2,918,364.67   sFT  0.99999603   +0 49 50.0
 DL2407;UTM  15      - 5,053,525.912   492,062.571   MT  0.99960077   -0 04 22.1
 DL2407
 DL2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2407!SPC MN C     -   0.99995948  x   0.99999603  =   0.99995551
 DL2407!UTM  15      -   0.99995948  x   0.99960077  =   0.99956027
 DL2407
 DL2407                          SUPERSEDED SURVEY CONTROL
 DL2407
 DL2407.No superseded survey control is available for this station.
 DL2407
 DL2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9206253525(NAD 83)
 DL2407
 DL2407_MARKER: DB = BENCH MARK DISK
 DL2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2407_STAMPING: 17 ADP 1954
 DL2407_MARK LOGO: USGS  
 DL2407_PROJECTION: PROJECTING 5 CENTIMETERS
 DL2407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2407+STABILITY: SURFACE MOTION
 DL2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2407+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 DL2407
 DL2407  HISTORY     - Date     Condition        Report By
 DL2407  HISTORY     - 1954     MONUMENTED       USGS
 DL2407  HISTORY     - 20051027 GOOD             MNDT
 DL2407
 DL2407                          STATION DESCRIPTION
 DL2407
 DL2407'DESCRIBED BY MN DEPT OF TRANSP 2005 (GJF)
 DL2407'7 MILES SOUTHWEST OF RUSH CITY, 0.25 MILE SOUTH ALONG COUNTY ROAD 30
 DL2407'FROM THE JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY 361 IN RUSH
 DL2407'CITY, THENCE 7.2 MILES WEST ON COUNTY ROAD 7 TO RUSH POINT, THENCE 1.8
 DL2407'MILES SOUTH ON COUNTY ROAD 4, 3.9 MILES NORTH ALONG ACACIA TRAIL FROM
 DL2407'THE JUNCTION OF COUNTY ROAD 10, THENCE 0.18 MILE EAST ON BADGER
 DL2407'BOULEVARD, IN A PASTURE, 935 FEET EAST-NORTHEAST OF CROSSROADS, 200
 DL2407'FEET SOUTHEAST OF FARM HOUSE ON HILL, 44 FEET SOUTH AND 5 FEET EAST OF
 DL2407'ROAD AT DRIVEWAY NORTHWEST, 35.8 FEET SOUTHWEST OF POWER POLE AND
 DL2407'DRIVEWAY EXTENDED TO FIRE NUMBER F 890, 23.5 FEET SOUTHEAST OF GRAVEL
 DL2407'ROAD, 6.6 FEET SOUTHWEST OF WESTERN  FENCE POST OF TWO, 1.0 FOOT SOUTH
 DL2407'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0469 ***********************************************************************
 RN0469  DESIGNATION -  17 BOLT
 RN0469  PID         -  RN0469
 RN0469  STATE/COUNTY-  MN/PINE
 RN0469  COUNTRY     -  US
 RN0469  USGS QUAD   -  HINCKLEY (1991)
 RN0469
 RN0469                         *CURRENT SURVEY CONTROL
 RN0469  ______________________________________________________________________
 RN0469* NAD 83(1986) POSITION- 46 00 43.     (N) 092 56 37.     (W)   SCALED    
 RN0469* NAVD 88 ORTHO HEIGHT -   313.936  (meters)    1029.97  (feet) ADJUSTED  
 RN0469  ______________________________________________________________________
 RN0469  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 RN0469  DYNAMIC HEIGHT  -        313.941 (meters)     1029.99  (feet) COMP
 RN0469  MODELED GRAVITY -    980,622.8   (mgal)                       NAVD 88
 RN0469
 RN0469  VERT ORDER      -  SECOND    CLASS 0
 RN0469
 RN0469.The horizontal coordinates were scaled from a topographic map and have
 RN0469.an estimated accuracy of +/- 6 seconds.
 RN0469.
 RN0469.The orthometric height was determined by differential leveling and
 RN0469.adjusted in June 1991.
 RN0469
 RN0469.WARNING-Repeat measurements at this control monument indicate possible
 RN0469.vertical movement.
 RN0469
 RN0469.The dynamic height is computed by dividing the NAVD 88
 RN0469.geopotential number by the normal gravity value computed on the
 RN0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0469.degrees latitude (g = 980.6199 gals.).
 RN0469
 RN0469.The modeled gravity was interpolated from observed gravity values.
 RN0469
 RN0469;                    North         East    Units  Estimated Accuracy
 RN0469;SPC MN C     -   213,310.      901,170.      MT  (+/- 180 meters Scaled)
 RN0469
 RN0469                          SUPERSEDED SURVEY CONTROL
 RN0469
 RN0469  NGVD 29 (??/??/92)  313.860  (m)         1029.72   (f) ADJ UNCH    2 0
 RN0469
 RN0469.Superseded values are not recommended for survey control.
 RN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0469.See file dsdata.txt to determine how the superseded data were derived.
 RN0469
 RN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL043953(NAD 83)
 RN0469
 RN0469_MARKER: B = BOLT
 RN0469_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RN0469_MARK LOGO: MRC   
 RN0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0469
 RN0469  HISTORY     - Date     Condition        Report By
 RN0469  HISTORY     - UNK      MONUMENTED       MRC
 RN0469  HISTORY     - 1974     GOOD             MNDT
 RN0469  HISTORY     - 20080610 MARK NOT FOUND   MNDT
 RN0469
 RN0469                          STATION DESCRIPTION
 RN0469
 RN0469'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0469'IN HINCKLEY.
 RN0469'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 23 AND COUNTY ROAD 61 (OLD
 RN0469'T.H. 61) IN HINCKLEY AND AT THE RAILROAD JUNCTION OF THE BURLINGTON
 RN0469'NORTHERN RAILROADS.  IT IS 0.05 MILES NORTH OF T.H. 23, 70 FEET WEST
 RN0469'OF THE CENTER OF COUNTY ROAD 61 (OLD T.H. 61), ABOUT LEVEL WITH THE
 RN0469'TWO RAILROAD LINES, 63.3 FEET EAST OF THE EAST RAIL OF THE NORTH-SOUTH
 RN0469'TRACK, 45.3 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 RN0469'SOUTHWEST-NORTHEAST TRACK.  IT IS 1.0 FEET EAST OF A STEEL WITNESS
 RN0469'POST, 3 FEET BELOW PBM 17 RESET (MRC).  SW 1/4, SEC 24, T 21, R 41.
 RN0469
 RN0469                          STATION RECOVERY (2008)
 RN0469
 RN0469'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAZ)
 RN0469'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9161 ***********************************************************************
 AF9161  DESIGNATION -  17 CER
 AF9161  PID         -  AF9161
 AF9161  STATE/COUNTY-  MN/CLEARWATER
 AF9161  COUNTRY     -  US
 AF9161  USGS QUAD   -  LA SALLE LAKE (1972)
 AF9161
 AF9161                         *CURRENT SURVEY CONTROL
 AF9161  ______________________________________________________________________
 AF9161* NAD 83(2007) POSITION- 47 15 13.98167(N) 095 12 45.26500(W)   ADJUSTED  
 AF9161* NAD 83(2007) ELLIP HT-   434.572 (meters)        (02/10/07)   ADJUSTED
 AF9161* NAD 83(2007) EPOCH   -  2002.00
 AF9161* NAVD 88 ORTHO HEIGHT -   462.001  (meters)    1515.75  (feet) ADJUSTED  
 AF9161  ______________________________________________________________________
 AF9161  NAD 83(2007) X  -   -394,048.366 (meters)                     COMP
 AF9161  NAD 83(2007) Y  - -4,319,360.602 (meters)                     COMP
 AF9161  NAD 83(2007) Z  -  4,661,287.601 (meters)                     COMP
 AF9161  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC09
 AF9161  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 AF9161  DYNAMIC HEIGHT  -        462.038 (meters)     1515.87  (feet) COMP
 AF9161  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 AF9161
 AF9161  VERT ORDER      -  SECOND    CLASS I
 AF9161
 AF9161  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AF9161  Type                                         Horiz  Ellip  Dist(km)
 AF9161  -------------------------------------------------------------------
 AF9161  NETWORK                                       0.72   0.90
 AF9161  -------------------------------------------------------------------
 AF9161  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.07   1.40      3.49
 AF9161  -------------------------------------------------------------------
 AF9161  NOTE: Click here for information on individual local accuracy
 AF9161  values and other accuracy information.
 AF9161
 AF9161
 AF9161.The horizontal coordinates were established by GPS observations
 AF9161.and adjusted by the National Geodetic Survey in February 2007.
 AF9161
 AF9161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AF9161.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AF9161
 AF9161.The horizontal coordinates are valid at the epoch date displayed above
 AF9161.which is a decimal equivalence of Year/Month/Day.
 AF9161
 AF9161.The orthometric height was determined by differential leveling and
 AF9161.adjusted in June 2004.
 AF9161
 AF9161.Photographs are available for this station.
 AF9161
 AF9161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9161
 AF9161.The Laplace correction was computed from DEFLEC09 derived deflections.
 AF9161
 AF9161.The ellipsoidal height was determined by GPS observations
 AF9161.and is referenced to NAD 83.
 AF9161
 AF9161.The dynamic height is computed by dividing the NAVD 88
 AF9161.geopotential number by the normal gravity value computed on the
 AF9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9161.degrees latitude (g = 980.6199 gals.).
 AF9161
 AF9161.The modeled gravity was interpolated from observed gravity values.
 AF9161
 AF9161. The following values were computed from the NAD 83(2007) position.
 AF9161
 AF9161;                    North         East     Units Scale Factor Converg.
 AF9161;SPC MN N     -   185,997.085   640,116.059   MT  0.99995397   -1 33 57.2
 AF9161;SPC MN N     -   610,225.44  2,100,114.10   sFT  0.99995397   -1 33 57.2
 AF9161;UTM  15      - 5,235,752.281   332,589.509   MT  0.99994445   -1 37 30.8
 AF9161
 AF9161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9161!SPC MN N     -   0.99993189  x   0.99995397  =   0.99988586
 AF9161!UTM  15      -   0.99993189  x   0.99994445  =   0.99987634
 AF9161
 AF9161                          SUPERSEDED SURVEY CONTROL
 AF9161
 AF9161  NAD 83(1996)-  47 15 13.98141(N)    095 12 45.26478(W) AD(       ) 1
 AF9161  ELLIP H (07/17/98)  434.574  (m)                       GP(       ) 4 1
 AF9161  NAVD 88 (07/17/98)  462.00   (m)         1515.7    (f) LEVELING    3  
 AF9161
 AF9161.Superseded values are not recommended for survey control.
 AF9161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9161.See file dsdata.txt to determine how the superseded data were derived.
 AF9161
 AF9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3258935752(NAD 83)
 AF9161
 AF9161_MARKER: DB = BENCH MARK DISK
 AF9161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF9161_STAMPING: 17 CER 1967
 AF9161_MARK LOGO: USGS  
 AF9161_PROJECTION: FLUSH
 AF9161_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9161+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 AF9161_ROD/PIPE-DEPTH: 4.6  meters
 AF9161
 AF9161  HISTORY     - Date     Condition        Report By
 AF9161  HISTORY     - 1967     MONUMENTED       USGS
 AF9161  HISTORY     - 19920811 GOOD             MNDT
 AF9161  HISTORY     - 19970930 GOOD             MNDT
 AF9161  HISTORY     - 19971118 GOOD             MNDT
 AF9161  HISTORY     - 20061206 GOOD             MNDT
 AF9161
 AF9161                          STATION DESCRIPTION
 AF9161
 AF9161'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AF9161'LAKE ITASCA, CLEARWATER COUNTY, T. 144 N., R. 36 W., NEAR THE CORNER
 AF9161'OF SECTIONS 26, 27, 34 AND 35, 99 FT (30.2 M) NORTH, 76 FT (23.2 M)
 AF9161'WEST AND 3.7 FT (1.1 M) LOWER THAN CROSSROADS, 2.5 FT (0.8 M) SOUTH
 AF9161'AND 21 FT (6.4 M) WEST OF A FENCE CORNER, SET ON THE TOP OF A COPPER
 AF9161'COATED STEEL ROD DRIVEN 15 FT (4.6 M) INTO THE GROUND, A STANDARD
 AF9161'TABLET STAMPED 17 CER 1967.
 AF9161
 AF9161                          STATION RECOVERY (1992)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AF9161'IN LAKE ITASCA, AT JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA, AT TH 200
 AF9161'MP 84.8, 141 FT (43.0 M) WSW OF POST OFFICE, 98.5 FT (30.0 M) NORTH OF
 AF9161'TH 200, 80 FT (24.4 M) WEST OF CO RD 2 NORTH, 86 FT (26.2 M) NNE OF
 AF9161'ROAD SIGN (TH 200 WEST), 20.8 FT (6.3 M) WEST OF TEL CABLE PEDESTAL
 AF9161'929-2, 20 FT (6.1 M) WEST OF FENCE COR, 21 FT (6.4 M) WSW OF P-POLE, 2
 AF9161'FT (0.6 M) SOUTH OF FENCELINE, AND 0.7 FT (21.3 CM) SOUTH OF WIT POST.
 AF9161
 AF9161                          STATION RECOVERY (1997)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AF9161'RECOVERED AS DESCRIBED.
 AF9161
 AF9161                          STATION RECOVERY (1997)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AF9161'1992 RECOVERY BY MNDT.  THE MARK IS IN LAKE ITASCA, AT JCT OF TH 200
 AF9161'AND CO RD 2 IN LAKE ITASCA, AT TH 200 MP 84.8, 141 FT (43.0 M) WSW OF
 AF9161'POST OFFICE, 98.5 FT (30.0 M) NORTH OF TH 200, 80 FT (24.4 M) WEST OF
 AF9161'CO RD 2 NORTH, 86 FT (26.2 M) NNE OF TH 200 WEST ROAD SIGN, 20.8 FT
 AF9161'(6.3 M) WEST OF TEL CABLE PEDESTAL 929-2, 20 FT (6.1 M) WEST OF FENCE
 AF9161'COR, 21 FT (6.4 M) WSW OF P-POLE, 2 FT (0.6 M) SOUTH OF FENCELINE, AND
 AF9161'0.7 FT (21.3 CM) SOUTH OF WIT POST.  1997 RECOVERY BY MNDT. RECOVERED
 AF9161'AS DESCRIBED.
 AF9161
 AF9161                          STATION RECOVERY (2006)
 AF9161
 AF9161'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AF9161'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST-NORTHWEST OF LAKE
 AF9161'GEORGE, 9.0 MI (14.5 KM) SOUTH OF ALIDA AND 8.9 MI (14.3 KM)
 AF9161'EAST-SOUTHEAST OF ZERKEL.
 AF9161' 
 AF9161'AT LAKE ITASCA, 141 FT (43.0 M) WEST-SOUTHWEST OF POST OFFICE, 98.5 FT
 AF9161'(30.0 M) NORTH OF TRUNK HIGHWAY 200, AT TRUNK HIGHWAY 200 MILE POINT
 AF9161'84.80, 80 FT (24.4 M) WEST OF COUNTY ROAD 2 NORTH, 20 FT (6.1 M) WEST
 AF9161'OF A FENCE CORNER, 21 FT (6.4 M) WEST-SOUTHWEST OF POWER POLE, 2 FT
 AF9161'(0.6 M) SOUTH OF A FENCE LINE, 0.7 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5896 ***********************************************************************
 DH5896  DESIGNATION -  17 CER RM
 DH5896  PID         -  DH5896
 DH5896  STATE/COUNTY-  MN/CLEARWATER
 DH5896  COUNTRY     -  US
 DH5896  USGS QUAD   -  LA SALLE LAKE (1972)
 DH5896
 DH5896                         *CURRENT SURVEY CONTROL
 DH5896  ______________________________________________________________________
 DH5896* NAD 83(1986) POSITION- 47 15 13.     (N) 095 12 44.     (W)   SCALED    
 DH5896* NAVD 88 ORTHO HEIGHT -   462.028  (meters)    1515.84  (feet) ADJUSTED  
 DH5896  ______________________________________________________________________
 DH5896  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DH5896  DYNAMIC HEIGHT  -        462.065 (meters)     1515.96  (feet) COMP
 DH5896  MODELED GRAVITY -    980,679.4   (mgal)                       NAVD 88
 DH5896
 DH5896  VERT ORDER      -  THIRD
 DH5896
 DH5896.The horizontal coordinates were scaled from a topographic map and have
 DH5896.an estimated accuracy of +/- 6 seconds.
 DH5896.
 DH5896.The orthometric height was determined by differential leveling and
 DH5896.adjusted in May 2009.
 DH5896
 DH5896.The dynamic height is computed by dividing the NAVD 88
 DH5896.geopotential number by the normal gravity value computed on the
 DH5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5896.degrees latitude (g = 980.6199 gals.).
 DH5896
 DH5896.The modeled gravity was interpolated from observed gravity values.
 DH5896
 DH5896;                    North         East    Units  Estimated Accuracy
 DH5896;SPC MN N     -   185,970.      640,140.      MT  (+/- 180 meters Scaled)
 DH5896
 DH5896                          SUPERSEDED SURVEY CONTROL
 DH5896
 DH5896.No superseded survey control is available for this station.
 DH5896
 DH5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN326357(NAD 83)
 DH5896
 DH5896_MARKER: Z = SEE DESCRIPTION
 DH5896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH5896_SP_SET: CONCRETE CULVERT
 DH5896_MARK LOGO: USGS  
 DH5896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5896+STABILITY: SURFACE MOTION
 DH5896
 DH5896  HISTORY     - Date     Condition        Report By
 DH5896  HISTORY     - 1967     MONUMENTED       USGS
 DH5896
 DH5896                          STATION DESCRIPTION
 DH5896
 DH5896'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5896'REFERENCE MARK, 157 FT (47.9 M) SOUTHEAST OF TABLET, 29 FT (8.8 M)
 DH5896'NORTH AND 62 FT (18.9 M) EAST OF CROSSROADS, ON THE NORTH END OF A 30
 DH5896'IN CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0652 ***********************************************************************
 SK0652  DESIGNATION -  17 CLC
 SK0652  PID         -  SK0652
 SK0652  STATE/COUNTY-  MN/RED LAKE
 SK0652  COUNTRY     -  US
 SK0652  USGS QUAD   -  OKLEE (1971)
 SK0652
 SK0652                         *CURRENT SURVEY CONTROL
 SK0652  ______________________________________________________________________
 SK0652* NAD 83(1986) POSITION- 47 46 31.     (N) 095 51 42.     (W)   SCALED    
 SK0652* NAVD 88 ORTHO HEIGHT -   358.475  (meters)    1176.10  (feet) ADJUSTED  
 SK0652  ______________________________________________________________________
 SK0652  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 SK0652  DYNAMIC HEIGHT  -        358.536 (meters)     1176.30  (feet) COMP
 SK0652  MODELED GRAVITY -    980,771.8   (mgal)                       NAVD 88
 SK0652
 SK0652  VERT ORDER      -  THIRD
 SK0652
 SK0652.The horizontal coordinates were scaled from a topographic map and have
 SK0652.an estimated accuracy of +/- 6 seconds.
 SK0652.
 SK0652.The orthometric height was determined by differential leveling and
 SK0652.adjusted in June 1991.
 SK0652
 SK0652.The dynamic height is computed by dividing the NAVD 88
 SK0652.geopotential number by the normal gravity value computed on the
 SK0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0652.degrees latitude (g = 980.6199 gals.).
 SK0652
 SK0652.The modeled gravity was interpolated from observed gravity values.
 SK0652
 SK0652;                    North         East    Units  Estimated Accuracy
 SK0652;SPC MN N     -   245,470.      593,080.      MT  (+/- 180 meters Scaled)
 SK0652
 SK0652                          SUPERSEDED SURVEY CONTROL
 SK0652
 SK0652.No superseded survey control is available for this station.
 SK0652
 SK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN856952(NAD 83)
 SK0652
 SK0652_MARKER: DB = BENCH MARK DISK
 SK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0652_SP_SET: COPPER-CLAD STEEL ROD
 SK0652_STAMPING: 17 CLC 1967
 SK0652_MARK LOGO: USGS  
 SK0652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0652+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0652
 SK0652  HISTORY     - Date     Condition        Report By
 SK0652  HISTORY     - 1967     MONUMENTED       USGS
 SK0652  HISTORY     - 20020827 SEE DESCRIPTION  MNDT
 SK0652
 SK0652                          STATION DESCRIPTION
 SK0652
 SK0652'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0652'13.0 KM (8.10 MI) WEST FROM TRAIL.
 SK0652'TRAIL, 8.1 MI WEST OF, NEAR THE CORNER OF SECTIONS 25, 26, 35 AND 36,
 SK0652'T. 150 N., R. 41 W., 33 FT SOUTH, 88 FT WEST AND 2.1 FT LOWER THAN
 SK0652'THE RD. AT DRIVE LEADING TO THE RESIDENCE OF MRS. ALICE LACOURSLERE,
 SK0652'1.0 FT SOUTH OF A TELEPHONE POLE, 1.0 FT SOUTH OF A WITNESS SIGN, A
 SK0652'COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15 FT, A STANDARD TABLET
 SK0652'CRIMPED TO ROD, STAMPED 17 CLC 1967.
 SK0652
 SK0652                          STATION RECOVERY (2002)
 SK0652
 SK0652'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0652'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0654 ***********************************************************************
 SK0654  DESIGNATION -  17 CLC A TBM
 SK0654  PID         -  SK0654
 SK0654  STATE/COUNTY-  MN/RED LAKE
 SK0654  COUNTRY     -  US
 SK0654  USGS QUAD   -  OKLEE (1971)
 SK0654
 SK0654                         *CURRENT SURVEY CONTROL
 SK0654  ______________________________________________________________________
 SK0654* NAD 83(1986) POSITION- 47 46 32.     (N) 095 50 14.     (W)   SCALED    
 SK0654* NAVD 88 ORTHO HEIGHT -   359.134  (meters)    1178.26  (feet) ADJUSTED  
 SK0654  ______________________________________________________________________
 SK0654  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 SK0654  DYNAMIC HEIGHT  -        359.197 (meters)     1178.47  (feet) COMP
 SK0654  MODELED GRAVITY -    980,777.0   (mgal)                       NAVD 88
 SK0654
 SK0654  VERT ORDER      -  THIRD
 SK0654
 SK0654.The horizontal coordinates were scaled from a topographic map and have
 SK0654.an estimated accuracy of +/- 6 seconds.
 SK0654.
 SK0654.The orthometric height was determined by differential leveling and
 SK0654.adjusted in June 1991.
 SK0654
 SK0654.The dynamic height is computed by dividing the NAVD 88
 SK0654.geopotential number by the normal gravity value computed on the
 SK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0654.degrees latitude (g = 980.6199 gals.).
 SK0654
 SK0654.The modeled gravity was interpolated from observed gravity values.
 SK0654
 SK0654;                    North         East    Units  Estimated Accuracy
 SK0654;SPC MN N     -   245,440.      594,910.      MT  (+/- 180 meters Scaled)
 SK0654
 SK0654                          SUPERSEDED SURVEY CONTROL
 SK0654
 SK0654.No superseded survey control is available for this station.
 SK0654
 SK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN874952(NAD 83)
 SK0654
 SK0654_MARKER: Z = SEE DESCRIPTION
 SK0654_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0654_SP_SET: ON CONCRETE CULVERT
 SK0654_MARK LOGO: USGS  
 SK0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0654
 SK0654  HISTORY     - Date     Condition        Report By
 SK0654  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0654
 SK0654                          STATION DESCRIPTION
 SK0654
 SK0654'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0654'11.3 KM (7.00 MI) WEST FROM TRAIL.
 SK0654'TBM 17 CLC A, 1.1 MI EAST ALONG STATE HWY. 92 FROM TABLET, 28 FT
 SK0654'NORTH, 48 FT WEST AND 4 FT LOWER THAN CROSSROADS, ON THE NORTH END OF
 SK0654'A CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0653 ***********************************************************************
 SK0653  DESIGNATION -  17 CLC RM
 SK0653  PID         -  SK0653
 SK0653  STATE/COUNTY-  MN/RED LAKE
 SK0653  COUNTRY     -  US
 SK0653  USGS QUAD   -  OKLEE (1971)
 SK0653
 SK0653                         *CURRENT SURVEY CONTROL
 SK0653  ______________________________________________________________________
 SK0653* NAD 83(1986) POSITION- 47 46 32.     (N) 095 51 41.     (W)   SCALED    
 SK0653* NAVD 88 ORTHO HEIGHT -   358.021  (meters)    1174.61  (feet) ADJUSTED  
 SK0653  ______________________________________________________________________
 SK0653  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 SK0653  DYNAMIC HEIGHT  -        358.082 (meters)     1174.81  (feet) COMP
 SK0653  MODELED GRAVITY -    980,771.9   (mgal)                       NAVD 88
 SK0653
 SK0653  VERT ORDER      -  THIRD
 SK0653
 SK0653.The horizontal coordinates were scaled from a topographic map and have
 SK0653.an estimated accuracy of +/- 6 seconds.
 SK0653.
 SK0653.The orthometric height was determined by differential leveling and
 SK0653.adjusted in June 1991.
 SK0653
 SK0653.The dynamic height is computed by dividing the NAVD 88
 SK0653.geopotential number by the normal gravity value computed on the
 SK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0653.degrees latitude (g = 980.6199 gals.).
 SK0653
 SK0653.The modeled gravity was interpolated from observed gravity values.
 SK0653
 SK0653;                    North         East    Units  Estimated Accuracy
 SK0653;SPC MN N     -   245,500.      593,100.      MT  (+/- 180 meters Scaled)
 SK0653
 SK0653                          SUPERSEDED SURVEY CONTROL
 SK0653
 SK0653.No superseded survey control is available for this station.
 SK0653
 SK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN856953(NAD 83)
 SK0653
 SK0653_MARKER: Z = SEE DESCRIPTION
 SK0653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0653_SP_SET: IN METAL CULVERT
 SK0653_MARK LOGO: USGS  
 SK0653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0653
 SK0653  HISTORY     - Date     Condition        Report By
 SK0653  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0653
 SK0653                          STATION DESCRIPTION
 SK0653
 SK0653'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0653'13.0 KM (8.10 MI) WEST FROM TRAIL.
 SK0653'REFERENCE MARK, 119 FT EAST OF TABLET ON THE WEST END OF A METAL
 SK0653'CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF3896 ***********************************************************************
 DF3896  DESIGNATION -  17 CWH
 DF3896  PID         -  DF3896
 DF3896  STATE/COUNTY-  MN/CASS
 DF3896  COUNTRY     -  US
 DF3896  USGS QUAD   -  OSHAWA (1980)
 DF3896
 DF3896                         *CURRENT SURVEY CONTROL
 DF3896  ______________________________________________________________________
 DF3896* NAD 83(2007) POSITION- 46 45 37.30605(N) 094 42 08.60627(W)   ADJUSTED  
 DF3896* NAD 83(2007) ELLIP HT-   407.356 (meters)        (07/18/11)   ADJUSTED
 DF3896* NAD 83(2007) EPOCH   -  2002.00
 DF3896* NAVD 88 ORTHO HEIGHT -   434.957  (meters)    1427.02  (feet) ADJUSTED  
 DF3896  ______________________________________________________________________
 DF3896  NAD 83(2007) X  -   -358,860.646 (meters)                     COMP
 DF3896  NAD 83(2007) Y  - -4,362,677.548 (meters)                     COMP
 DF3896  NAD 83(2007) Z  -  4,623,852.343 (meters)                     COMP
 DF3896  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 DF3896  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DF3896  DYNAMIC HEIGHT  -        434.975 (meters)     1427.08  (feet) COMP
 DF3896  MODELED GRAVITY -    980,641.8   (mgal)                       NAVD 88
 DF3896
 DF3896  HORZ ORDER      -  FIRST
 DF3896  VERT ORDER      -  SECOND    CLASS I
 DF3896  ELLP ORDER      -  FOURTH    CLASS I
 DF3896
 DF3896.The horizontal coordinates were established by GPS observations
 DF3896.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DF3896
 DF3896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF3896.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF3896
 DF3896.The horizontal coordinates are valid at the epoch date displayed above
 DF3896.which is a decimal equivalence of Year/Month/Day.
 DF3896
 DF3896.The orthometric height was determined by differential leveling and
 DF3896.adjusted in June 2004.
 DF3896
 DF3896.No vertical observational check was made to the station.
 DF3896
 DF3896.Photographs are available for this station.
 DF3896
 DF3896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF3896
 DF3896.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF3896
 DF3896.The ellipsoidal height was determined by GPS observations
 DF3896.and is referenced to NAD 83.
 DF3896
 DF3896.The dynamic height is computed by dividing the NAVD 88
 DF3896.geopotential number by the normal gravity value computed on the
 DF3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3896.degrees latitude (g = 980.6199 gals.).
 DF3896
 DF3896.The modeled gravity was interpolated from observed gravity values.
 DF3896
 DF3896. The following values were computed from the NAD 83(2007) position.
 DF3896
 DF3896;                    North         East     Units Scale Factor Converg.
 DF3896;SPC MN C     -   295,759.690   765,441.375   MT  0.99994957   -0 19 38.1
 DF3896;SPC MN C     -   970,338.25  2,511,285.58   sFT  0.99994957   -0 19 38.1
 DF3896;UTM  15      - 5,179,941.818   369,998.387   MT  0.99980773   -1 14 25.3
 DF3896
 DF3896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3896!SPC MN C     -   0.99993615  x   0.99994957  =   0.99988572
 DF3896!UTM  15      -   0.99993615  x   0.99980773  =   0.99974389
 DF3896
 DF3896                          SUPERSEDED SURVEY CONTROL
 DF3896
 DF3896  NAVD 88 (07/18/11)  434.96   (m)         1427.0    (f) LEVELING    3  
 DF3896
 DF3896.Superseded values are not recommended for survey control.
 DF3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF3896.See file dsdata.txt to determine how the superseded data were derived.
 DF3896
 DF3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6999879941(NAD 83)
 DF3896
 DF3896_MARKER: DB = BENCH MARK DISK
 DF3896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF3896+WITH SETTING: INFORMATION.
 DF3896_STAMPING: 17 CWH 1969
 DF3896_MARK LOGO: USGS  
 DF3896_PROJECTION: RECESSED 8 CENTIMETERS
 DF3896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF3896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3896+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DF3896
 DF3896  HISTORY     - Date     Condition        Report By
 DF3896  HISTORY     - 19690401 MONUMENTED       USGS
 DF3896  HISTORY     - 20010319 GOOD             MNDT
 DF3896  HISTORY     - 20070404 GOOD             MNDT
 DF3896  HISTORY     - 20101103 GOOD             MNDT
 DF3896  HISTORY     - 20101103 GOOD             MNDT
 DF3896
 DF3896                          STATION DESCRIPTION
 DF3896
 DF3896'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF3896'THE MARK IS 3 MI (4.8 KM) SOUTH AND 3 MI (4.8 KM) WEST OF OSHAWA, 3 MI
 DF3896'(4.8 KM) SOUTH ALONG TH 64 FROM JCT OF TH 64 AND TH 87 (3 MI WEST OF
 DF3896'OSHAWA,) AT TH 64 MP 30.88, AT JCT OF TH 64 (N-S) -CO RD 19 (WE ST)
 DF3896'AND TWP RD (EAST) , 29 FT (8.8 M) NORTH AND 30 FT (9.1 M) EAST OF JCT,
 DF3896'28.5 FT (8.7 M) EAST OF TH 64, 29 FT (8.8 M) NORTH OF 12TH ST SW, 2.7
 DF3896'FT (0.8 M) NORTH OF CABLE MARKER, 1.0 FT (0.3 M) SOUTH OF WIT POST.
 DF3896'RECESSED 2 IN, MAGENTIC AND SUITABLE FOR GPS. NOTE--DEPTH OF ROD IS
 DF3896'UNKNOWN.
 DF3896
 DF3896                          STATION RECOVERY (2007)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF3896'RECOVERED AS DESCRIBED.
 DF3896
 DF3896                          STATION RECOVERY (2010)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF3896'THE MARK IS 4.25 MILES SOUTHWEST OF OSHAWA, 3.0 MILES SOUTH ALONG
 DF3896'TRUNK HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY
 DF3896'87 (3.0 MILES WEST OF OSHAWA), AT TRUNK HIGHWAY 64 MILEPOINT 30.85,
 DF3896'28.5 FEET EAST OF TRUNK HIGHWAY 64, 29 FEET NORTH OF 12TH STREET
 DF3896'SOUTHWEST, 2.7 FEET NORTH OF CABLE MARKER, 1.0 FOOT SOUTH OF WITNESS
 DF3896'POST.
 DF3896
 DF3896                          STATION RECOVERY (2010)
 DF3896
 DF3896'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF3896'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB5798 ***********************************************************************
 AB5798  DESIGNATION -  17 DRL
 AB5798  PID         -  AB5798
 AB5798  STATE/COUNTY-  MN/CROW WING
 AB5798  COUNTRY     -  US
 AB5798  USGS QUAD   -  PLATTE LAKE (1968)
 AB5798
 AB5798                         *CURRENT SURVEY CONTROL
 AB5798  ______________________________________________________________________
 AB5798* NAD 83(2007) POSITION- 46 09 27.14551(N) 093 53 30.06966(W)   ADJUSTED  
 AB5798* NAD 83(2007) ELLIP HT-   360.194 (meters)        (02/10/07)   ADJUSTED
 AB5798* NAD 83(2007) EPOCH   -  2002.00
 AB5798* NAVD 88 ORTHO HEIGHT -   387.3    (meters)    1271.    (feet) GPS OBS   
 AB5798  ______________________________________________________________________
 AB5798  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5798  GEOID HEIGHT    -        -26.51  (meters)                     GEOID93
 AB5798  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 AB5798  NAD 83(2007) X  -   -300,391.967 (meters)                     COMP
 AB5798  NAD 83(2007) Y  - -4,415,750.843 (meters)                     COMP
 AB5798  NAD 83(2007) Z  -  4,577,654.206 (meters)                     COMP
 AB5798  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC09
 AB5798
 AB5798  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB5798  Type                                         Horiz  Ellip  Dist(km)
 AB5798  -------------------------------------------------------------------
 AB5798  NETWORK                                       0.70   0.86
 AB5798  -------------------------------------------------------------------
 AB5798  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.66   0.76      6.79
 AB5798  -------------------------------------------------------------------
 AB5798  NOTE: Click here for information on individual local accuracy
 AB5798  values and other accuracy information.
 AB5798
 AB5798
 AB5798.The horizontal coordinates were established by GPS observations
 AB5798.and adjusted by the National Geodetic Survey in February 2007.
 AB5798
 AB5798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB5798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB5798
 AB5798.The horizontal coordinates are valid at the epoch date displayed above
 AB5798.which is a decimal equivalence of Year/Month/Day.
 AB5798
 AB5798.The orthometric height was determined by GPS observations and a
 AB5798.high-resolution geoid model.
 AB5798
 AB5798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5798
 AB5798.The Laplace correction was computed from DEFLEC09 derived deflections.
 AB5798
 AB5798.The ellipsoidal height was determined by GPS observations
 AB5798.and is referenced to NAD 83.
 AB5798
 AB5798. The following values were computed from the NAD 83(2007) position.
 AB5798
 AB5798;                    North         East     Units Scale Factor Converg.
 AB5798;SPC MN C     -   228,718.451   827,675.183   MT  0.99992679   +0 15 33.1
 AB5798;SPC MN C     -   750,387.12  2,715,464.33   sFT  0.99992679   +0 15 33.1
 AB5798;UTM  15      - 5,111,937.974   431,151.014   MT  0.99965827   -0 38 35.3
 AB5798
 AB5798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5798!SPC MN C     -   0.99994354  x   0.99992679  =   0.99987033
 AB5798!UTM  15      -   0.99994354  x   0.99965827  =   0.99960183
 AB5798
 AB5798|---------------------------------------------------------------------|
 AB5798| PID    Reference Object                     Distance      Geod. Az  |
 AB5798|                                                           dddmmss.s |
 AB5798| AB5814 BULLDOG                             313.620 METERS 03408     |
 AB5798|---------------------------------------------------------------------|
 AB5798
 AB5798                          SUPERSEDED SURVEY CONTROL
 AB5798
 AB5798  NAD 83(1996)-  46 09 27.14540(N)    093 53 30.06906(W) AD(       ) 1
 AB5798  ELLIP H (03/16/99)  360.233  (m)                       GP(       ) 4 1
 AB5798  NAD 83(1986)-  46 09 27.13964(N)    093 53 30.06078(W) AD(       ) 1
 AB5798
 AB5798.Superseded values are not recommended for survey control.
 AB5798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5798.See file dsdata.txt to determine how the superseded data were derived.
 AB5798
 AB5798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3115111937(NAD 83)
 AB5798
 AB5798_MARKER: DV = VERTICAL CONTROL DISK
 AB5798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5798_STAMPING: 17 DRL 1966
 AB5798_MARK LOGO: USGS  
 AB5798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5798+STABILITY: SURFACE MOTION
 AB5798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5798+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1993
 AB5798
 AB5798  HISTORY     - Date     Condition        Report By
 AB5798  HISTORY     - 1966     MONUMENTED       USGS
 AB5798  HISTORY     - 19930926 GOOD             MNDT
 AB5798
 AB5798                          STATION DESCRIPTION
 AB5798
 AB5798'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AB5798'THE MARK AS DESCRIBED IN THE USGS QUAD 194 LINE 2 WAS RECOVERED IN
 AB5798'GOOD CONDITION.  THE MARK IS LOCATED 4 MI (6.4 KM) SSE OF PINE CENTER,
 AB5798'4.8 MI (7.7 KM) SE ALONG CO RD 8 FROM THE JCT OF CO RD 8 AND CO RD 2,
 AB5798'AT THE JCT OF ROOSEVELT LANE AND CO RD 8, 47 FT (14.3 M) WSW OF CO RD
 AB5798'8, 9.7 FT (3.0 M) ENE OF A CABLE MARKER, AND 1.0 FT (0.3 M) NORTH OF A
 AB5798'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1366 ***********************************************************************
 PQ1366  DESIGNATION -  17 DWB
 PQ1366  PID         -  PQ1366
 PQ1366  STATE/COUNTY-  MN/MURRAY
 PQ1366  COUNTRY     -  US
 PQ1366  USGS QUAD   -  CURRIE (1980)
 PQ1366
 PQ1366                         *CURRENT SURVEY CONTROL
 PQ1366  ______________________________________________________________________
 PQ1366* NAD 83(1986) POSITION- 44 07 09.     (N) 095 44 36.     (W)   SCALED    
 PQ1366* NAVD 88 ORTHO HEIGHT -   477.410  (meters)    1566.30  (feet) ADJUSTED  
 PQ1366  ______________________________________________________________________
 PQ1366  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 PQ1366  DYNAMIC HEIGHT  -        477.310 (meters)     1565.97  (feet) COMP
 PQ1366  MODELED GRAVITY -    980,394.3   (mgal)                       NAVD 88
 PQ1366
 PQ1366  VERT ORDER      -  SECOND    CLASS I
 PQ1366
 PQ1366.The horizontal coordinates were scaled from a topographic map and have
 PQ1366.an estimated accuracy of +/- 6 seconds.
 PQ1366.
 PQ1366.The orthometric height was determined by differential leveling and
 PQ1366.adjusted in June 1995.
 PQ1366
 PQ1366.The dynamic height is computed by dividing the NAVD 88
 PQ1366.geopotential number by the normal gravity value computed on the
 PQ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1366.degrees latitude (g = 980.6199 gals.).
 PQ1366
 PQ1366.The modeled gravity was interpolated from observed gravity values.
 PQ1366
 PQ1366;                    North         East    Units  Estimated Accuracy
 PQ1366;SPC MN S     -   225,840.      660,470.      MT  (+/- 180 meters Scaled)
 PQ1366
 PQ1366                          SUPERSEDED SURVEY CONTROL
 PQ1366
 PQ1366.No superseded survey control is available for this station.
 PQ1366
 PQ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ804887(NAD 83)
 PQ1366
 PQ1366_MARKER: DB = BENCH MARK DISK
 PQ1366_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1366_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1366_STAMPING: 17 DWB 1965 1566
 PQ1366_MARK LOGO: USGS  
 PQ1366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1366+STABILITY: SURFACE MOTION
 PQ1366
 PQ1366  HISTORY     - Date     Condition        Report By
 PQ1366  HISTORY     - 1965     MONUMENTED       USGS
 PQ1366  HISTORY     - 19870824 GOOD             MNDT
 PQ1366
 PQ1366                          STATION DESCRIPTION
 PQ1366
 PQ1366'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1366'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1366'OF GARVIN, IN THE NW 1/4 OF SECTION 35, T108N, R41W, ON THE EAST
 PQ1366'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 50.05, 7.05 MI
 PQ1366'(11.35 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE CROSSING OF THE
 PQ1366'CHICAGO AND NORTH WESTERN RAILWAY IN GARVIN.  THE MARK, A STANDARD
 PQ1366'USGS BENCH MARK DISK STAMPED---17 DWB 1965 1566---, IS SET IN THE TOP
 PQ1366'OF A CONCRETE MONUMENT THAT IS BURIED 0.3 FT (9.1 CM) BELOW THE
 PQ1366'SURFACE OF THE GROUND AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF
 PQ1366'THE HIGHWAY.  THE MARK IS 45.0 FT (13.7 M) EAST OF THE CENTERLINE OF
 PQ1366'TRUNK HIGHWAY 59, 255 FT (77.7 M) NORTH OF THE CENTER OF A FARM
 PQ1366'ENTRANCE, 4 FT (1.2 M) SOUTHWEST OF A POWER POLE, AND 2.0 FT (0.6 M)
 PQ1366'WEST OF A STEEL WITNESS POST.  STEEL ROD IN THE PRECAST CONCRETE
 PQ1366'MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1257 ***********************************************************************
 OP1257  DESIGNATION -  17 DWB RESET
 OP1257  PID         -  OP1257
 OP1257  STATE/COUNTY-  MN/COTTONWOOD
 OP1257  COUNTRY     -  US
 OP1257  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP1257
 OP1257                         *CURRENT SURVEY CONTROL
 OP1257  ______________________________________________________________________
 OP1257* NAD 83(1986) POSITION- 43 54 42.     (N) 094 59 56.     (W)   SCALED    
 OP1257* NAVD 88 ORTHO HEIGHT -   425.77   (meters)    1396.9   (feet) RESET     
 OP1257  ______________________________________________________________________
 OP1257  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 OP1257  VERT ORDER      -  THIRD
 OP1257
 OP1257.The horizontal coordinates were scaled from a topographic map and have
 OP1257.an estimated accuracy of +/- 6 seconds.
 OP1257.
 OP1257.The orthometric height was computed from unverified reset data.
 OP1257
 OP1257.No vertical observational check was made to the station.
 OP1257
 OP1257;                    North         East    Units  Estimated Accuracy
 OP1257;SPC MN S     -   201,790.      719,770.      MT  (+/- 180 meters Scaled)
 OP1257
 OP1257                          SUPERSEDED SURVEY CONTROL
 OP1257
 OP1257  NGVD 29 (04/14/03)  425.65   (m)         1396.5    (f) RESET       3  
 OP1257
 OP1257.Superseded values are not recommended for survey control.
 OP1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1257.See file dsdata.txt to determine how the superseded data were derived.
 OP1257
 OP1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ395640(NAD 83)
 OP1257
 OP1257_MARKER: DB = BENCH MARK DISK
 OP1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1257_SP_SET: CONCRETE POST
 OP1257_STAMPING: 17 DWB 1967 1979
 OP1257_MARK LOGO: MNDT  
 OP1257_PROJECTION: FLUSH
 OP1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1257+STABILITY: SURFACE MOTION
 OP1257
 OP1257  HISTORY     - Date     Condition        Report By
 OP1257  HISTORY     - 1979     MONUMENTED       MNDT
 OP1257
 OP1257                          STATION DESCRIPTION
 OP1257
 OP1257'DESCRIBED BY MN DEPT OF TRANSP 1979
 OP1257'4.9 MI SW FROM MOUNTAIN LAKE.
 OP1257'3.8 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS JUNCTION WITH COUNTY
 OP1257'ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, THENCE SOUTH ON COUNTY ROAD 46
 OP1257'ABOUT 0.5 MILE, 55.5 FEET WEST OF THE CENTER OF COUNTY ROAD 46, 164.5
 OP1257'FEET SOUTH OF THE CENTER OF A FARM DRIVE, 113.5 FEET NORTH OF THE
 OP1257'CENTER OF A FIELD ENTRANCE, 144.4 FEET EAST OF THE NORTHEAST CORNER
 OP1257'AND 169.3 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE TWIN
 OP1257'METAL BUILDING, 203.8 FEET NORTH-NORTHWEST OF A POWER POLE AND 184.9
 OP1257'FEET SOUTH-SOUTHWEST OF ANOTHER POWER POLE.
 OP1257'THE MARK IS 1.8 FT BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0080 ***********************************************************************
 SL0080  DESIGNATION -  17 KEE
 SL0080  PID         -  SL0080
 SL0080  STATE/COUNTY-  MN/RED LAKE
 SL0080  COUNTRY     -  US
 SL0080  USGS QUAD   -  BROOKS (1964)
 SL0080
 SL0080                         *CURRENT SURVEY CONTROL
 SL0080  ______________________________________________________________________
 SL0080* NAD 83(1996) POSITION- 47 48 13.91635(N) 096 00 01.44241(W)   NO CHECK  
 SL0080* NAVD 88 ORTHO HEIGHT -   344.641  (meters)    1130.71  (feet) ADJUSTED  
 SL0080  ______________________________________________________________________
 SL0080  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC09
 SL0080  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 SL0080  DYNAMIC HEIGHT  -        344.701 (meters)     1130.91  (feet) COMP
 SL0080  MODELED GRAVITY -    980,777.9   (mgal)                       NAVD 88
 SL0080
 SL0080  HORZ ORDER      -  THIRD
 SL0080  VERT ORDER      -  SECOND    CLASS I
 SL0080
 SL0080.The horizontal coordinates were established by classical geodetic methods
 SL0080.and adjusted by the National Geodetic Survey in March 1999.
 SL0080.
 SL0080.No horizontal observational check was made to the station.
 SL0080.
 SL0080.The orthometric height was determined by differential leveling and
 SL0080.adjusted in June 1991.
 SL0080
 SL0080.Photographs are available for this station.
 SL0080
 SL0080.The Laplace correction was computed from DEFLEC09 derived deflections.
 SL0080
 SL0080.The dynamic height is computed by dividing the NAVD 88
 SL0080.geopotential number by the normal gravity value computed on the
 SL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0080.degrees latitude (g = 980.6199 gals.).
 SL0080
 SL0080.The modeled gravity was interpolated from observed gravity values.
 SL0080
 SL0080. The following values were computed from the NAD 83(1996) position.
 SL0080
 SL0080;                    North         East     Units Scale Factor Converg.
 SL0080;SPC MN N     -   249,030.083   582,809.500   MT  0.99990297   -2 08 59.4
 SL0080;SPC MN N     -   817,026.20  1,912,100.83   sFT  0.99990297   -2 08 59.4
 SL0080;UTM  14      - 5,298,858.483   724,593.496   MT  1.00021989   +2 13 23.4
 SL0080;UTM  15      - 5,298,860.813   275,346.509   MT  1.00022022   -2 13 25.6
 SL0080
 SL0080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL0080!SPC MN N     -   0.99995022  x   0.99990297  =   0.99985320
 SL0080!UTM  14      -   0.99995022  x   1.00021989  =   1.00017010
 SL0080!UTM  15      -   0.99995022  x   1.00022022  =   1.00017043
 SL0080
 SL0080                          SUPERSEDED SURVEY CONTROL
 SL0080
 SL0080  NAD 83(1996)-  47 48 13.91394(N)    096 00 01.43722(W) AD(       ) 3
 SL0080  NAD 83(1986)-  47 48 13.91398(N)    096 00 01.43718(W) AD(       ) 3
 SL0080  NAD 27      -  47 48 14.04954(N)    096 00 00.31600(W) AD(       ) 3
 SL0080  NGVD 29 (??/??/92)  344.277  (m)         1129.52   (f) ADJ UNCH    2 1
 SL0080
 SL0080.Superseded values are not recommended for survey control.
 SL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0080.See file dsdata.txt to determine how the superseded data were derived.
 SL0080
 SL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2459398858(NAD 83)
 SL0080
 SL0080_MARKER: DB = BENCH MARK DISK
 SL0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0080_STAMPING: 17 KEE 1963
 SL0080_MARK LOGO: USGS  
 SL0080_PROJECTION: PROJECTING 5 CENTIMETERS
 SL0080_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SL0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0080+STABILITY: SURFACE MOTION
 SL0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0080+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 SL0080
 SL0080  HISTORY     - Date     Condition        Report By
 SL0080  HISTORY     - 1963     MONUMENTED       USGS
 SL0080  HISTORY     - 1977     GOOD             MNDT
 SL0080  HISTORY     - 20020827 GOOD             MNDT
 SL0080  HISTORY     - 20040614 GOOD             MNDT
 SL0080
 SL0080                          STATION DESCRIPTION
 SL0080
 SL0080'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0080'0.75 MI S FROM BROOKS.
 SL0080'THE MARK IS LOCATED AT TRUNK HIGHWAY 59 MILEPOST 333.65 WHICH IS 3.0
 SL0080'MILES NORTH OF THE POLK-RED LAKE COUNTY LINE.  IT IS ALSO 1.0 MILE
 SL0080'SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAYS 59
 SL0080'AND 92.  IT IS ABOUT 250 FEET WEST OF THE CENTER OF TRUNK HIGHWAY 59,
 SL0080'56.2 FEET EAST OF THE EAST RAIL OF THE SOO LINE RAILROAD, 3.5 FEET
 SL0080'SOUTHEAST OF A POWER POLE, 48.3 FEET EAST-SOUTHEAST OF A RAILROAD
 SL0080'CULVERT MARKER SIGN POST (NUMBER 283.19), 74 FEET SOUTH OF THE CENTER
 SL0080'OF AN EAST-WEST FIELD ROAD.  IT IS SET IN THE TOP OF A CONCRETE
 SL0080'MONUMENT WHICH IS PROJECTING 2 INCHES ABOVE THE GROUND, IS ABOUT 5
 SL0080'FEET BELOW THE LEVEL OF THE SOO LINE RAILROAD, AND IS 0.8 FOOT WEST OF
 SL0080'A STEEL WITNESS POST.  THE MONUMENT IS MAGNETIC.  NW 1/4 SECTION 23, T
 SL0080'150N, R 42W.
 SL0080
 SL0080                          STATION RECOVERY (2002)
 SL0080
 SL0080'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0080'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SL0080'FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS.
 SL0080
 SL0080                          STATION RECOVERY (2004)
 SL0080
 SL0080'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MAK)
 SL0080'0.75 MILES SOUTH OF BROOKS, 3 MILES NORTH OF SOUTH COUNTY LINE, 1.0
 SL0080'MILES SOUTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND
 SL0080'TRUNK HIGHWAY 92, AT TRUNK HIGHWAY 59 MILEPOINT 333.65, 250 FEET WEST
 SL0080'OF TRUNK HIGHWAY 59, 56.2 FEET EAST OF EAST RAIL OF RAILROAD TRACKS,
 SL0080'3.5 FEET SOUTHEAST OF POWER POLE, 48.3 FEET EAST-SOUTHEAST OF RAILROAD
 SL0080'CULVERT MARKER POST 283.19, 74 FEET SOUTH OF EAST-WEST FIELD ROAD, 0.8
 SL0080'FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7371 ***********************************************************************
 DF7371  DESIGNATION -  17 LMT
 DF7371  PID         -  DF7371
 DF7371  STATE/COUNTY-  MN/AITKIN
 DF7371  COUNTRY     -  US
 DF7371  USGS QUAD   -  SHOVEL LAKE (1996)
 DF7371
 DF7371                         *CURRENT SURVEY CONTROL
 DF7371  ______________________________________________________________________
 DF7371* NAD 83(2007) POSITION- 46 55 41.69956(N) 093 45 44.34442(W)   ADJUSTED  
 DF7371* NAD 83(2007) ELLIP HT-   382.321 (meters)        (02/10/07)   ADJUSTED
 DF7371* NAD 83(2007) EPOCH   -  2002.00
 DF7371* NAVD 88 ORTHO HEIGHT -   411.0    (meters)    1348.    (feet) GPS OBS   
 DF7371  ______________________________________________________________________
 DF7371  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7371  GEOID HEIGHT    -        -28.60  (meters)                     GEOID99
 DF7371  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 DF7371  NAD 83(2007) X  -   -286,340.947 (meters)                     COMP
 DF7371  NAD 83(2007) Y  - -4,354,374.371 (meters)                     COMP
 DF7371  NAD 83(2007) Z  -  4,636,600.482 (meters)                     COMP
 DF7371  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC09
 DF7371
 DF7371  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7371  Type                                         Horiz  Ellip  Dist(km)
 DF7371  -------------------------------------------------------------------
 DF7371  NETWORK                                       0.88   0.92
 DF7371  -------------------------------------------------------------------
 DF7371  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.94   0.94      7.44
 DF7371  -------------------------------------------------------------------
 DF7371  NOTE: Click here for information on individual local accuracy
 DF7371  values and other accuracy information.
 DF7371
 DF7371
 DF7371.The horizontal coordinates were established by GPS observations
 DF7371.and adjusted by the National Geodetic Survey in February 2007.
 DF7371
 DF7371.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7371.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7371
 DF7371.The horizontal coordinates are valid at the epoch date displayed above
 DF7371.which is a decimal equivalence of Year/Month/Day.
 DF7371
 DF7371.The orthometric height was determined by GPS observations and a
 DF7371.high-resolution geoid model.
 DF7371
 DF7371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7371
 DF7371.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7371
 DF7371.The ellipsoidal height was determined by GPS observations
 DF7371.and is referenced to NAD 83.
 DF7371
 DF7371. The following values were computed from the NAD 83(2007) position.
 DF7371
 DF7371;                    North         East     Units Scale Factor Converg.
 DF7371;SPC MN C     -   314,438.263   837,139.636   MT  0.99997567   +0 21 10.0
 DF7371;SPC MN C     - 1,031,619.53  2,746,515.62   sFT  0.99997567   +0 21 10.0
 DF7371;UTM  15      - 5,197,472.857   441,966.916   MT  0.99964139   -0 33 24.8
 DF7371
 DF7371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7371!SPC MN C     -   0.99994007  x   0.99997567  =   0.99991575
 DF7371!UTM  15      -   0.99994007  x   0.99964139  =   0.99958149
 DF7371
 DF7371|---------------------------------------------------------------------|
 DF7371| PID    Reference Object                     Distance      Geod. Az  |
 DF7371|                                                           dddmmss.s |
 DF7371| DF7419 KLENNERT                            366.632 METERS 27238     |
 DF7371|---------------------------------------------------------------------|
 DF7371
 DF7371                          SUPERSEDED SURVEY CONTROL
 DF7371
 DF7371  NAD 83(1996)-  46 55 41.69928(N)    093 45 44.34414(W) AD(       ) 1
 DF7371  ELLIP H (08/26/03)  382.341  (m)                       GP(       ) 3 1
 DF7371
 DF7371.Superseded values are not recommended for survey control.
 DF7371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7371.See file dsdata.txt to determine how the superseded data were derived.
 DF7371
 DF7371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4196697472(NAD 83)
 DF7371
 DF7371_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7371_STAMPING: 17 LMT 1969
 DF7371_MARK LOGO: USGS  
 DF7371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7371+STABILITY: SURFACE MOTION
 DF7371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7371+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7371
 DF7371  HISTORY     - Date     Condition        Report By
 DF7371  HISTORY     - 1969     MONUMENTED       USGS
 DF7371  HISTORY     - 19990401 GOOD             MNDT
 DF7371
 DF7371                          STATION DESCRIPTION
 DF7371
 DF7371'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7371'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY DESCRIBED. THE
 DF7371'STATION IS 1.94 MI SOUTH OF SHOVEL LAKE, 1.2 MI WEST AND SOUTH ON CO
 DF7371'RD 67 FROM JCT OF RR TRAIL IN SHOVEL LAKE, THENCE 2.3 MI SOUTH AND
 DF7371'EAST ON CO RD 20,  2.5 MI NORTH AND 4 MI WEST OF SWATARA, 31 FT EAST
 DF7371'OF CO RD 20, 3 FT SOUTH OF P-POLE, 1 FT EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7874 ***********************************************************************
 DK7874  DESIGNATION -  17 LNB
 DK7874  PID         -  DK7874
 DK7874  STATE/COUNTY-  MN/OTTER TAIL
 DK7874  COUNTRY     -  US
 DK7874  USGS QUAD   -  INSPIRATION PEAK (1969)
 DK7874
 DK7874                         *CURRENT SURVEY CONTROL
 DK7874  ______________________________________________________________________
 DK7874* NAD 83(1986) POSITION- 46 08 12.3    (N) 095 36 36.9    (W)   HD_HELD2  
 DK7874* NAVD 88 ORTHO HEIGHT -   425.816  (meters)    1397.03  (feet) ADJUSTED  
 DK7874  ______________________________________________________________________
 DK7874  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DK7874  DYNAMIC HEIGHT  -        425.816 (meters)     1397.03  (feet) COMP
 DK7874  MODELED GRAVITY -    980,602.2   (mgal)                       NAVD 88
 DK7874
 DK7874  VERT ORDER      -  SECOND    CLASS I
 DK7874
 DK7874.The horizontal coordinates were established by autonomous hand held GPS
 DK7874.observations and have an estimated accuracy of +/- 10 meters.
 DK7874.
 DK7874.The orthometric height was determined by differential leveling and
 DK7874.adjusted in May 2009.
 DK7874
 DK7874.No vertical observational check was made to the station.
 DK7874
 DK7874.Photographs are available for this station.
 DK7874
 DK7874.The dynamic height is computed by dividing the NAVD 88
 DK7874.geopotential number by the normal gravity value computed on the
 DK7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7874.degrees latitude (g = 980.6199 gals.).
 DK7874
 DK7874.The modeled gravity was interpolated from observed gravity values.
 DK7874
 DK7874;                    North         East    Units  Estimated Accuracy
 DK7874;SPC MN C     -   227,248.      694,903.      MT  (+/- 10 meters HH2 GPS)
 DK7874
 DK7874                          SUPERSEDED SURVEY CONTROL
 DK7874
 DK7874.No superseded survey control is available for this station.
 DK7874
 DK7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9838312553(NAD 83)
 DK7874
 DK7874_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DK7874_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7874_SP_SET: CATTLE PASS
 DK7874_STAMPING: 17 LNB 1967
 DK7874_MARK LOGO: USGS  
 DK7874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7874
 DK7874  HISTORY     - Date     Condition        Report By
 DK7874  HISTORY     - 1967     MONUMENTED       USGS
 DK7874  HISTORY     - 20051010 GOOD             MNDT
 DK7874
 DK7874                          STATION DESCRIPTION
 DK7874
 DK7874'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7874'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHEAST OF
 DK7874'EVANSVILLE, 9.4 MI (15.1 KM) SOUTH-SOUTHWEST OF VINING AND 5.3 MI (8.5
 DK7874'KM) NORTH-NORTHWEST OF MILLERVILLE.  1.0 MI (1.6 KM) NORTH AND 4.75 MI
 DK7874'(7.6 KM) WEST OF URBANK, 0.25 MI (0.4 KM) WEST OF COUNTY ROAD 5, 0.1
 DK7874'MI (0.2 KM) SOUTHWEST OF FARMHOUSE, 20.5 FT (6.2 M) NORTH OF COUNTY
 DK7874'ROAD 38, IN NORTH END OF COUNTY ROAD 38, IN THE TOP OF CATTLE PASS,
 DK7874'5.0 FT (1.5 M) WEST-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1148 ***********************************************************************
 TD1148  DESIGNATION -  17 MDD
 TD1148  PID         -  TD1148
 TD1148  STATE/COUNTY-  MN/MARSHALL
 TD1148  COUNTRY     -  US
 TD1148  USGS QUAD   -  OSLO NE (1966)
 TD1148
 TD1148                         *CURRENT SURVEY CONTROL
 TD1148  ______________________________________________________________________
 TD1148* NAD 83(1996) POSITION- 48 11 41.68277(N) 097 06 29.09847(W)   ADJUSTED  
 TD1148* NAVD 88 ORTHO HEIGHT -   246.213  (meters)     807.78  (feet) ADJUSTED  
 TD1148  ______________________________________________________________________
 TD1148  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC09
 TD1148  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 TD1148  DYNAMIC HEIGHT  -        246.267 (meters)      807.96  (feet) COMP
 TD1148  MODELED GRAVITY -    980,823.4   (mgal)                       NAVD 88
 TD1148
 TD1148  HORZ ORDER      -  SECOND
 TD1148  VERT ORDER      -  SECOND    CLASS I
 TD1148
 TD1148.The horizontal coordinates were established by classical geodetic methods
 TD1148.and adjusted by the National Geodetic Survey in March 1999.
 TD1148.
 TD1148.The orthometric height was determined by differential leveling and
 TD1148.adjusted in March 2011.
 TD1148
 TD1148.Photographs are available for this station.
 TD1148
 TD1148.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD1148
 TD1148.The dynamic height is computed by dividing the NAVD 88
 TD1148.geopotential number by the normal gravity value computed on the
 TD1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1148.degrees latitude (g = 980.6199 gals.).
 TD1148
 TD1148.The modeled gravity was interpolated from observed gravity values.
 TD1148
 TD1148. The following values were computed from the NAD 83(1996) position.
 TD1148
 TD1148;                    North         East     Units Scale Factor Converg.
 TD1148;SPC MN N     -   296,154.437   502,180.389   MT  0.99992249   -2 58 15.1
 TD1148;SPC MN N     -   971,633.35  1,647,570.16   sFT  0.99992249   -2 58 15.1
 TD1148;SPC ND N     -   138,405.009   852,070.818   MT  0.99993769   +2 31 26.5
 TD1148;SPC ND N     -   454,084.68  2,795,507.93   iFT  0.99993769   +2 31 26.5
 TD1148;UTM  14      - 5,339,694.805   640,593.272   MT  0.99984287   +1 24 37.8
 TD1148
 TD1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1148!SPC MN N     -   0.99996563  x   0.99992249  =   0.99988812
 TD1148!SPC ND N     -   0.99996563  x   0.99993769  =   0.99990332
 TD1148!UTM  14      -   0.99996563  x   0.99984287  =   0.99980851
 TD1148
 TD1148                          SUPERSEDED SURVEY CONTROL
 TD1148
 TD1148  NAD 83(1986)-  48 11 41.67979(N)    097 06 29.09253(W) AD(       ) 2
 TD1148  NAD 27      -  48 11 41.73722(N)    097 06 27.82829(W) AD(       ) 2
 TD1148  NAVD 88 (07/09/04)  246.209  (m)          807.77   (f) SUPERSEDED  2 1
 TD1148
 TD1148.Superseded values are not recommended for survey control.
 TD1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1148.See file dsdata.txt to determine how the superseded data were derived.
 TD1148
 TD1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4059339694(NAD 83)
 TD1148
 TD1148_MARKER: DD = SURVEY DISK
 TD1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD1148_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TD1148_STAMPING: 17 MDD 1966
 TD1148_MARK LOGO: USGS  
 TD1148_PROJECTION: RECESSED 3 CENTIMETERS
 TD1148_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 TD1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD1148+STABILITY: SURFACE MOTION
 TD1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1148+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 TD1148
 TD1148  HISTORY     - Date     Condition        Report By
 TD1148  HISTORY     - 1967     MONUMENTED       USGS
 TD1148  HISTORY     - 20030617 GOOD             MNDT
 TD1148  HISTORY     - 20080812 GOOD             INDIV
 TD1148  HISTORY     - 20090311 GOOD             MNDT
 TD1148  HISTORY     - 20100828 GOOD             WOOLPT
 TD1148  HISTORY     - 20100928 GOOD             WOOLPT
 TD1148  HISTORY     - 20101013 GOOD             WOOLPT
 TD1148
 TD1148                          STATION DESCRIPTION
 TD1148
 TD1148'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JBJ)
 TD1148'THE STATION IS ABOUT 5 MILES WEST OF ALVARADO AND 1 MILE
 TD1148'EAST OF OSLO, ON THE SOUTH RIGHT-OF-WAY OF STATE HIGHWAY
 TD1148'1.  IT IS AN ALUMINUM DISK OF THE U.S. GEOLOGICAL SURVEY,
 TD1148'STAMPED 17 MDD 1966, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 TD1148'POST, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  A TRAVERSE
 TD1148'CONNECTION WAS MADE TO TRIANGULATION STATION OSLO, THE DISTANCE
 TD1148'BEING 76.963 METERS OR (252.50 FT.) NORTH-NORTHEAST.
 TD1148
 TD1148                          STATION RECOVERY (2003)
 TD1148
 TD1148'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TD1148'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 TD1148'THE MARK IS 1.25 MILES (2.01 KM) EAST OF OSLO, SOUTHWEST QUADRANT OF
 TD1148'JUNCTION OF TRUNK HIGHWAY 220 AND TRUNK HIGHWAY 1-CO ROAD 9, AT TRUNK
 TD1148'HIGHWAY 1 MILEPOINT 1.51, ON SOUTH R/W OF TRUNK HIGHWAY 1, 65 FEET
 TD1148'(19.8 M) SOUTH OF TRUNK HIGHWAY 1, 154.5 FEET (47.1 M) WEST OF COUNTY
 TD1148'ROAD 9, 1.0 FEET (0.3 M) NORTH OF WITNESS POST, 252.50 FEET (76.96 M)
 TD1148'SOUTH-SOUTHWEST OF STATION OSLO.
 TD1148
 TD1148                          STATION RECOVERY (2008)
 TD1148
 TD1148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CLB)
 TD1148'RECOVERED IN GOOD CONDITION
 TD1148
 TD1148                          STATION RECOVERY (2009)
 TD1148
 TD1148'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 TD1148'RECOVERED AS DESCRIBED.
 TD1148
 TD1148                          STATION RECOVERY (2010)
 TD1148
 TD1148'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 TD1148'RECOVERED IN GOOD CONDITION.
 TD1148
 TD1148                          STATION RECOVERY (2010)
 TD1148
 TD1148'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 TD1148'RECOVERED IN GOOD CONDITION.
 TD1148
 TD1148                          STATION RECOVERY (2010)
 TD1148
 TD1148'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 TD1148'THE MARK IS A PRIMARY PROJECT CONTROL POINT (PPCP) FOR SNAKE RIVER AT
 TD1148'ALVARADO MN1 LEVEE PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER
 TD1148'GAUGE (05086000).
 TD1148' 
 TD1148'THE MARK IS 8.46 FEET BELOW ZERO GAGE AT SNAKE RIVER AT ALVARADO MN1.
 TD1148' 
 TD1148' 
 TD1148'THE MARK IS 1.46 FEET ABOVE NGVD29 AT SNAKE RIVER AT ALVARADO MN1.
 TD1148' 
 TD1148'B.M. 1 (BASE) - MINNESOTA DEPARTMENT OF HIGHWAYS BRASS DISK 4561A ON
 TD1148'SE WING WALL. ELEVATION=915.02 FT GAUGE DATUM (816.235 FT NGVD 29) -
 TD1148'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1927 ***********************************************************************
 DM1927  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1927  DESIGNATION -  17 RB
 DM1927  PID         -  DM1927
 DM1927  STATE/COUNTY-  MN/SWIFT
 DM1927  COUNTRY     -  US
 DM1927  USGS QUAD   -  DE GRAFF SE (1968)
 DM1927
 DM1927                         *CURRENT SURVEY CONTROL
 DM1927  ______________________________________________________________________
 DM1927* NAD 83(2007) POSITION- 45 21 14.49411(N) 095 22 06.48675(W)   ADJUSTED  
 DM1927* NAD 83(2007) ELLIP HT-   296.114 (meters)        (08/04/10)   ADJUSTED
 DM1927* NAD 83(2007) EPOCH   -  2002.00
 DM1927* NAVD 88 ORTHO HEIGHT -   322.59   (meters)    1058.4   (feet) GPS OBS   
 DM1927  ______________________________________________________________________
 DM1927  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1927  GEOID HEIGHT    -        -26.41  (meters)                     GEOID03
 DM1927  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DM1927  NAD 83(2007) X  -   -420,076.175 (meters)                     COMP
 DM1927  NAD 83(2007) Y  - -4,470,197.786 (meters)                     COMP
 DM1927  NAD 83(2007) Z  -  4,515,293.913 (meters)                     COMP
 DM1927  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC09
 DM1927  HORZ ORDER      -  FIRST
 DM1927  ELLP ORDER      -  THIRD     CLASS I
 DM1927
 DM1927.The horizontal coordinates were established by GPS observations
 DM1927.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1927
 DM1927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1927.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1927
 DM1927.The horizontal coordinates are valid at the epoch date displayed above
 DM1927.which is a decimal equivalence of Year/Month/Day.
 DM1927
 DM1927.The orthometric height was determined by GPS observations and a
 DM1927.high-resolution geoid model using precise GPS observation and
 DM1927.processing techniques.
 DM1927
 DM1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1927
 DM1927.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1927
 DM1927.The ellipsoidal height was determined by GPS observations
 DM1927.and is referenced to NAD 83.
 DM1927
 DM1927. The following values were computed from the NAD 83(2007) position.
 DM1927
 DM1927;                    North         East     Units Scale Factor Converg.
 DM1927;SPC MN S     -   362,468.896   692,768.598   MT  1.00003292   -0 57 33.1
 DM1927;SPC MN S     - 1,189,200.04  2,272,858.31   sFT  1.00003292   -0 57 33.1
 DM1927;UTM  15      - 5,025,008.270   314,482.165   MT  1.00002318   -1 41 08.0
 DM1927
 DM1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1927!SPC MN S     -   0.99995358  x   1.00003292  =   0.99998650
 DM1927!UTM  15      -   0.99995358  x   1.00002318  =   0.99997676
 DM1927
 DM1927                          SUPERSEDED SURVEY CONTROL
 DM1927
 DM1927.No superseded survey control is available for this station.
 DM1927
 DM1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1448225008(NAD 83)
 DM1927
 DM1927_MARKER: DD = SURVEY DISK
 DM1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1927_STAMPING: 17 RB 1966
 DM1927_MARK LOGO: USGS  
 DM1927_PROJECTION: FLUSH
 DM1927_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1927+STABILITY: SURFACE MOTION
 DM1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1927+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DM1927
 DM1927  HISTORY     - Date     Condition        Report By
 DM1927  HISTORY     - 19660401 MONUMENTED       USGS
 DM1927  HISTORY     - 20061122 GOOD             MNDT
 DM1927
 DM1927                          STATION DESCRIPTION
 DM1927
 DM1927'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1927'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1927'THE MARK IS 4.1 MILES SOUTHEAST OF SWIFT FALLS, 1.5 MILES SOUTH ALONG
 DM1927'95TH AVENUE FROM THE JUNCTION OF 95TH AVENUE AND 70TH STREET IN SWIFT
 DM1927'FALLS, THEN 1.3 MILES EAST ON COUNTY ROAD 28, THEN 2.4 MILES SOUTHEAST
 DM1927'ON COUNTY ROAD 87, THEN 0.6 MILE SOUTH ON COUNTY ROAD 33, 203 FEET
 DM1927'SOUTH AND 50 FEET WEST OF ROAD AT FIELD ENTRANCE WEST AND FIELD ROAD
 DM1927'EAST, 1.1 FEET SOUTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0333 ***********************************************************************
 ON0333  DESIGNATION -  17 RC
 ON0333  PID         -  ON0333
 ON0333  STATE/COUNTY-  MN/WINONA
 ON0333  COUNTRY     -  US
 ON0333  USGS QUAD   -  PICKWICK (1973)
 ON0333
 ON0333                         *CURRENT SURVEY CONTROL
 ON0333  ______________________________________________________________________
 ON0333* NAD 83(1986) POSITION- 43 55 36.     (N) 091 29 26.     (W)   SCALED    
 ON0333* NAVD 88 ORTHO HEIGHT -   370.855  (meters)    1216.71  (feet) ADJUSTED  
 ON0333  ______________________________________________________________________
 ON0333  GEOID HEIGHT    -        -30.95  (meters)                     GEOID09
 ON0333  DYNAMIC HEIGHT  -        370.787 (meters)     1216.49  (feet) COMP
 ON0333  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 ON0333
 ON0333  VERT ORDER      -  SECOND    CLASS 0
 ON0333
 ON0333.The horizontal coordinates were scaled from a topographic map and have
 ON0333.an estimated accuracy of +/- 6 seconds.
 ON0333.
 ON0333.The orthometric height was determined by differential leveling and
 ON0333.adjusted in June 1991.
 ON0333
 ON0333.The dynamic height is computed by dividing the NAVD 88
 ON0333.geopotential number by the normal gravity value computed on the
 ON0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0333.degrees latitude (g = 980.6199 gals.).
 ON0333
 ON0333.The modeled gravity was interpolated from observed gravity values.
 ON0333
 ON0333;                    North         East    Units  Estimated Accuracy
 ON0333;SPC MN S     -   206,060.    1,001,480.      MT  (+/- 180 meters Scaled)
 ON0333
 ON0333                          SUPERSEDED SURVEY CONTROL
 ON0333
 ON0333  NGVD 29 (??/??/92)  370.853  (m)         1216.71   (f) ADJ UNCH    2 0
 ON0333
 ON0333.Superseded values are not recommended for survey control.
 ON0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0333.See file dsdata.txt to determine how the superseded data were derived.
 ON0333
 ON0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ211648(NAD 83)
 ON0333
 ON0333_MARKER: DD = SURVEY DISK
 ON0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0333_SP_SET: CONCRETE TABLET
 ON0333_STAMPING: 17 RC 1955
 ON0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0333
 ON0333  HISTORY     - Date     Condition        Report By
 ON0333  HISTORY     - 1955     MONUMENTED       MNHD
 ON0333  HISTORY     - 1965     GOOD             MNHD
 ON0333
 ON0333                          STATION DESCRIPTION
 ON0333
 ON0333'DESCRIBED BY MN HIGHWAY DEPT 1965
 ON0333'3 MI NW FROM NODINE.
 ON0333'MARK IS LOCATED NEAR THE CENTER OF SECTION 1, T105N, R6W ABOUT
 ON0333'3.0 MILES NORTHWEST OF NODINE NEAR THE INTERSECTION OF COUNTY
 ON0333'ROAD NO. 7 AND COUNTY ROAD NO. 12.  MARK IS A STANDARD U.S.G.S.
 ON0333'DISK, STAMPED 17 RC 1955, SET IN A CONCRETE TABLET.  MARK IS
 ON0333'ABOUT 500 FEET NORTH OF COUNTY ROAD NO. 12 ALONG COUNTY ROAD NO. 7,
 ON0333'6.0 FEET EAST OF A FENCE CORNER, 23 FEET EAST OF THE CENTERLINE
 ON0333'OF ROAD, 1.0 FOOT WEST OF A STEEL WITNESS POST AND PROJECTING
 ON0333'3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5952 ***********************************************************************
 DF5952  DESIGNATION -  17 RC
 DF5952  PID         -  DF5952
 DF5952  STATE/COUNTY-  MN/PINE
 DF5952  COUNTRY     -  US
 DF5952  USGS QUAD   -  DENHAM (1982)
 DF5952
 DF5952                         *CURRENT SURVEY CONTROL
 DF5952  ______________________________________________________________________
 DF5952* NAD 83(2007) POSITION- 46 19 57.52202(N) 092 59 26.45526(W)   ADJUSTED  
 DF5952* NAD 83(2007) ELLIP HT-   369.529 (meters)        (02/10/07)   ADJUSTED
 DF5952* NAD 83(2007) EPOCH   -  2002.00
 DF5952* NAVD 88 ORTHO HEIGHT -   397.2    (meters)    1303.    (feet) GPS OBS   
 DF5952  ______________________________________________________________________
 DF5952  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5952  GEOID HEIGHT    -        -27.67  (meters)                     GEOID99
 DF5952  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DF5952  NAD 83(2007) X  -   -230,184.650 (meters)                     COMP
 DF5952  NAD 83(2007) Y  - -4,405,894.379 (meters)                     COMP
 DF5952  NAD 83(2007) Z  -  4,591,122.490 (meters)                     COMP
 DF5952  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC09
 DF5952
 DF5952  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5952  Type                                         Horiz  Ellip  Dist(km)
 DF5952  -------------------------------------------------------------------
 DF5952  NETWORK                                       1.30   0.84
 DF5952  -------------------------------------------------------------------
 DF5952  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.48   0.91      6.85
 DF5952  -------------------------------------------------------------------
 DF5952  NOTE: Click here for information on individual local accuracy
 DF5952  values and other accuracy information.
 DF5952
 DF5952
 DF5952.The horizontal coordinates were established by GPS observations
 DF5952.and adjusted by the National Geodetic Survey in February 2007.
 DF5952
 DF5952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5952.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5952
 DF5952.The horizontal coordinates are valid at the epoch date displayed above
 DF5952.which is a decimal equivalence of Year/Month/Day.
 DF5952
 DF5952.The orthometric height was determined by GPS observations and a
 DF5952.high-resolution geoid model.
 DF5952
 DF5952.Photographs are available for this station.
 DF5952
 DF5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5952
 DF5952.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5952
 DF5952.The ellipsoidal height was determined by GPS observations
 DF5952.and is referenced to NAD 83.
 DF5952
 DF5952. The following values were computed from the NAD 83(2007) position.
 DF5952
 DF5952;                    North         East     Units Scale Factor Converg.
 DF5952;SPC MN C     -   248,889.079   896,953.049   MT  0.99992202   +0 54 39.5
 DF5952;SPC MN C     -   816,563.59  2,942,753.46   sFT  0.99992202   +0 54 39.5
 DF5952;UTM  15      - 5,131,007.756   500,717.177   MT  0.99960001   +0 00 24.3
 DF5952
 DF5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5952!SPC MN C     -   0.99994208  x   0.99992202  =   0.99986410
 DF5952!UTM  15      -   0.99994208  x   0.99960001  =   0.99954211
 DF5952
 DF5952                          SUPERSEDED SURVEY CONTROL
 DF5952
 DF5952  NAD 83(1996)-  46 19 57.52194(N)    092 59 26.45500(W) AD(       ) 1
 DF5952  ELLIP H (05/27/03)  369.561  (m)                       GP(       ) 3 1
 DF5952
 DF5952.Superseded values are not recommended for survey control.
 DF5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5952.See file dsdata.txt to determine how the superseded data were derived.
 DF5952
 DF5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0071731007(NAD 83)
 DF5952
 DF5952_MARKER: DB = BENCH MARK DISK
 DF5952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5952_STAMPING: 17 RC 1954 1303
 DF5952_MARK LOGO: USGS  
 DF5952_PROJECTION: PROJECTING 0 CENTIMETERS
 DF5952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF5952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5952+STABILITY: SURFACE MOTION
 DF5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5952+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 DF5952
 DF5952  HISTORY     - Date     Condition        Report By
 DF5952  HISTORY     - 1954     MONUMENTED       USGS
 DF5952  HISTORY     - 20000425 GOOD             MNDT
 DF5952  HISTORY     - 20090528 GOOD             MNDT
 DF5952
 DF5952                          STATION DESCRIPTION
 DF5952
 DF5952'DESCRIBED BY MN DEPT OF TRANSP 2000 (MBR)
 DF5952'THE MARK WAS RECOVERED 3 MI (4.8 KM) SW OF DENHAM, 225 FT (68.6 M)
 DF5952'NORTH OF T-ROAD WEST AT TWP ROAD SOUTH, 33 FT (10.1 M) WEST OF CO RD
 DF5952'156 NORTH, 36 FT (11.0 M) NORTH OF PRIVATE DRIVE WEST, 0.5 FT (15.2
 DF5952'CM) EAST OF FENCELINE, 2 FT (0.6 M) EAST OF WIT POST.
 DF5952
 DF5952                          STATION RECOVERY (2009)
 DF5952
 DF5952'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (VWC)
 DF5952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2076 ***********************************************************************
 PP2076  DESIGNATION -  17 RLG
 PP2076  PID         -  PP2076
 PP2076  STATE/COUNTY-  MN/BLUE EARTH
 PP2076  COUNTRY     -  US
 PP2076  USGS QUAD   -  BEAUFORD (1974)
 PP2076
 PP2076                         *CURRENT SURVEY CONTROL
 PP2076  ______________________________________________________________________
 PP2076* NAD 83(1996) POSITION- 44 06 39.98570(N) 093 53 18.59895(W)   NO CHECK  
 PP2076* NAVD 88 ORTHO HEIGHT -   307.833  (meters)    1009.95  (feet) ADJUSTED  
 PP2076  ______________________________________________________________________
 PP2076  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC09
 PP2076  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 PP2076  DYNAMIC HEIGHT  -        307.778 (meters)     1009.77  (feet) COMP
 PP2076  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 PP2076
 PP2076  HORZ ORDER      -  THIRD
 PP2076  VERT ORDER      -  SECOND    CLASS I
 PP2076
 PP2076.The horizontal coordinates were established by classical geodetic methods
 PP2076.and adjusted by the National Geodetic Survey in March 1999.
 PP2076.
 PP2076.No horizontal observational check was made to the station.
 PP2076.
 PP2076.The orthometric height was determined by differential leveling and
 PP2076.adjusted in June 1991.
 PP2076
 PP2076.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2076
 PP2076.The dynamic height is computed by dividing the NAVD 88
 PP2076.geopotential number by the normal gravity value computed on the
 PP2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2076.degrees latitude (g = 980.6199 gals.).
 PP2076
 PP2076.The modeled gravity was interpolated from observed gravity values.
 PP2076
 PP2076. The following values were computed from the NAD 83(1996) position.
 PP2076
 PP2076;                    North         East     Units Scale Factor Converg.
 PP2076;SPC MN S     -   223,463.007   808,925.815   MT  0.99994512   +0 04 41.4
 PP2076;SPC MN S     -   733,144.88  2,653,950.78   sFT  0.99994512   +0 04 41.4
 PP2076;UTM  15      - 4,884,597.133   428,898.301   MT  0.99966217   -0 37 06.5
 PP2076
 PP2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2076!SPC MN S     -   0.99995621  x   0.99994512  =   0.99990134
 PP2076!UTM  15      -   0.99995621  x   0.99966217  =   0.99961840
 PP2076
 PP2076                          SUPERSEDED SURVEY CONTROL
 PP2076
 PP2076  NAD 83(1986)-  44 06 39.98186(N)    093 53 18.59714(W) AD(       ) 3
 PP2076  NAD 27      -  44 06 40.09409(N)    093 53 17.77225(W) AD(       ) 3
 PP2076  NGVD 29 (??/??/92)  307.799  (m)         1009.84   (f) ADJ UNCH    2 1
 PP2076
 PP2076.Superseded values are not recommended for survey control.
 PP2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2076.See file dsdata.txt to determine how the superseded data were derived.
 PP2076
 PP2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2889884597(NAD 83)
 PP2076
 PP2076_MARKER: DB = BENCH MARK DISK
 PP2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2076_SP_SET: CONCRETE POST
 PP2076_STAMPING: 17 RLG 1949
 PP2076_PROJECTION: PROJECTING 3 CENTIMETERS
 PP2076_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PP2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2076+STABILITY: SURFACE MOTION
 PP2076
 PP2076  HISTORY     - Date     Condition        Report By
 PP2076  HISTORY     - 1949     MONUMENTED       USGS
 PP2076  HISTORY     - 1979     GOOD             MNDT
 PP2076
 PP2076                          STATION DESCRIPTION
 PP2076
 PP2076'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DKH)
 PP2076'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF THE TOWN OF
 PP2076'ST CLAIR, IN THE SW 1/4 OF SECTION 31, T108N, R25W.
 PP2076'
 PP2076'TO REACH STATION BEAU MNDT FROM THE JUNCTION OF TRUNK HIGHWAY 83 AND
 PP2076'COUNTY ROAD 15 ON THE WEST EDGE OF ST CLAIR, GO NORTH-NORTHWEST ON
 PP2076'TRUNK HIGHWAY 83 FOR 1.0 MILE TO A ROAD ON THE LEFT, TURN LEFT AND GO
 PP2076'WEST ON THE GRAVEL ROAD FOR 0.7 MILE TO STATION BEAU MNDT ON THE LEFT.
 PP2076'
 PP2076'TO REACH THE BENCH MARK FROM STATION BEAU MNDT, GO NORTH ON THE
 PP2076'ROAD FOR 1.15 MILE TO THE MARK ON THE RIGHT.
 PP2076'
 PP2076'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 PP2076'STAMPED---17RLG 1949---, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 PP2076'POST THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK
 PP2076'IS 24 FEET EAST OF THE CENTER OF THE ROAD, 51 FEET NORTH OF THE CENTER
 PP2076'OF AN ENTRANCE, 1.8 FEET SOUTH OF A CORNER FENCEPOST, AND 1.7 FEET
 PP2076'WEST OF A STEEL WITNESS POST.
 PP2076'
 PP2076'A STEEL ROD BURIED ADJACENT TO THE MONUMENT MAKES THE MARK MAGNETIC.
 PP2076
 PP2076                          STATION RECOVERY (1979)
 PP2076
 PP2076'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 PP2076'2.25 MI NW FROM ST CLAIR.
 PP2076'THE MARK IS LOCATED 2.2 MILES NORTH NORTHWEST ALONG TRUNK HIGHWAY 83
 PP2076'FROM ITS JUNCTION WITH COUNTY ROAD 15, ON THE WEST EDGE OF ST. CLAIR,
 PP2076'THENCE WEST 0.5 MILE ALONG COUNTY ROAD 41, THENCE 0.15 MILE NORTH
 PP2076'ALONG COUNTY ROAD 174. IT IS 24 FT. EAST OF AND ABOUT LEVEL WITH THE
 PP2076'CENTER OF COUNTY ROAD 174, 53.5 FT. NORTHWEST OF THE NORTHWEST FACE
 PP2076'OF A ROUND CORRUGATED METAL STORAGE BIN WEST BIN OF 3, 52 FT. NORTH
 PP2076'OF A FIELD ENTRANCE, 37.0 FT. NORTH OF A POWER POLE WITH A TRANSFORMER
 PP2076'AND METER, AND 1.5 FT. SOUTH OF A CORNER FENCE POST 4 INCH STEEL
 PP2076'PIPE. IT IS 1.7 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0778 ***********************************************************************
 PR0778  DESIGNATION -  17 T
 PR0778  PID         -  PR0778
 PR0778  STATE/COUNTY-  MN/LINCOLN
 PR0778  COUNTRY     -  US
 PR0778  USGS QUAD   -  TYLER (1963)
 PR0778
 PR0778                         *CURRENT SURVEY CONTROL
 PR0778  ______________________________________________________________________
 PR0778* NAD 83(1996) POSITION- 44 22 20.49313(N) 096 10 41.36439(W)   ADJUSTED  
 PR0778* NAVD 88 ORTHO HEIGHT -   510.57   (+/-2cm)    1675.1   (feet) VERTCON   
 PR0778  ______________________________________________________________________
 PR0778  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 PR0778  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC09
 PR0778  HORZ ORDER      -  THIRD
 PR0778  VERT ORDER      -  THIRD ? (See Below)
 PR0778
 PR0778.The horizontal coordinates were established by classical geodetic methods
 PR0778.and adjusted by the National Geodetic Survey in March 1999.
 PR0778.
 PR0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0778
 PR0778.The vertical order pertains to the NGVD 29 superseded value.
 PR0778
 PR0778.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0778
 PR0778. The following values were computed from the NAD 83(1996) position.
 PR0778
 PR0778;                    North         East     Units Scale Factor Converg.
 PR0778;SPC MN S     -   254,797.188   626,428.281   MT  0.99992457   -1 31 36.2
 PR0778;SPC MN S     -   835,947.11  2,055,206.79   sFT  0.99992457   -1 31 36.2
 PR0778;UTM  14      - 4,917,104.521   724,821.172   MT  1.00022164   +1 58 27.1
 PR0778
 PR0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0778!SPC MN S     -   0.99992406  x   0.99992457  =   0.99984863
 PR0778!UTM  14      -   0.99992406  x   1.00022164  =   1.00014568
 PR0778
 PR0778                          SUPERSEDED SURVEY CONTROL
 PR0778
 PR0778  NAD 83(1996)-  44 22 20.49122(N)    096 10 41.36456(W) AD(       ) 3
 PR0778  NAD 83(1986)-  44 22 20.49078(N)    096 10 41.35066(W) AD(       ) 3
 PR0778  NAD 27      -  44 22 20.62078(N)    096 10 40.21279(W) AD(       ) 3
 PR0778  NGVD 29 (07/19/86)  510.31   (m)         1674.2    (f) LEVELING    3  
 PR0778
 PR0778.Superseded values are not recommended for survey control.
 PR0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0778.See file dsdata.txt to determine how the superseded data were derived.
 PR0778
 PR0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2482117104(NAD 83)
 PR0778
 PR0778_MARKER: DB = BENCH MARK DISK
 PR0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0778_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0778_STAMPING: 17 T 1960
 PR0778_MARK LOGO: USGS  
 PR0778_PROJECTION: FLUSH
 PR0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0778+STABILITY: SURFACE MOTION
 PR0778
 PR0778  HISTORY     - Date     Condition        Report By
 PR0778  HISTORY     - 1960     MONUMENTED       USGS
 PR0778  HISTORY     - 20070418 SEE DESCRIPTION  MNDT
 PR0778
 PR0778                          STATION DESCRIPTION
 PR0778
 PR0778'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0778'LAKE BENTON,8 MILE N AND 5 MILE E OF. 797 FT E,31 FT N AND 15.6 FT
 PR0778'HIGHER THAN X-ROADS AT SW CORNER OF SECTION 32,T.111N,R.44W, 414 FT E
 PR0778'OF CHICAGO AND NORTHWESTERN RAILWAY ON TOP OF HILL,46 FT W OF CLUMP OF
 PR0778'BUSHES IN FENCELINE ON NORTH SIDE OF ROAD AND 2 FT N OF E-W FENCE. IN
 PR0778'CONCRETE POST A STANDARD TABLET STAMPED---17 T 1960 1674 ET---.
 PR0778
 PR0778                          STATION RECOVERY (2007)
 PR0778
 PR0778'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DS)
 PR0778'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHEAST OF LAKE BENTON,
 PR0778'6.8 MI (11.0 KM) NORTH-NORTHWEST OF TYLER AND 0.8 MI (1.3 KM)
 PR0778'SOUTH-SOUTHEAST OF ARCO.
 PR0778' 
 PR0778'8 MILES NORTH AND 5 MILES EAST OF LAKE BENTON, 31 FEET NORTH AND 797
 PR0778'FEET EAST OF CROSSROADS OF COUNTY ROAD 11 AND TOWNSHIP ROAD, AT TOP OF
 PR0778'HILL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2086 ***********************************************************************
 QO2086  DESIGNATION -  17 WHV
 QO2086  PID         -  QO2086
 QO2086  STATE/COUNTY-  MN/ANOKA
 QO2086  COUNTRY     -  US
 QO2086  USGS QUAD   -  ANOKA (1993)
 QO2086
 QO2086                         *CURRENT SURVEY CONTROL
 QO2086  ______________________________________________________________________
 QO2086* NAD 83(1986) POSITION- 45 14 54.     (N) 093 24 16.     (W)   SCALED    
 QO2086* NAVD 88 ORTHO HEIGHT -   270.961  (meters)     888.98  (feet) ADJUSTED  
 QO2086  ______________________________________________________________________
 QO2086  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 QO2086  DYNAMIC HEIGHT  -        270.938 (meters)      888.90  (feet) COMP
 QO2086  MODELED GRAVITY -    980,523.1   (mgal)                       NAVD 88
 QO2086
 QO2086  VERT ORDER      -  SECOND    CLASS I
 QO2086
 QO2086.The horizontal coordinates were scaled from a topographic map and have
 QO2086.an estimated accuracy of +/- 6 seconds.
 QO2086.
 QO2086.The orthometric height was determined by differential leveling and
 QO2086.adjusted in June 1991.
 QO2086
 QO2086.The dynamic height is computed by dividing the NAVD 88
 QO2086.geopotential number by the normal gravity value computed on the
 QO2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2086.degrees latitude (g = 980.6199 gals.).
 QO2086
 QO2086.The modeled gravity was interpolated from observed gravity values.
 QO2086
 QO2086;                    North         East    Units  Estimated Accuracy
 QO2086;SPC MN S     -   350,000.      846,750.      MT  (+/- 180 meters Scaled)
 QO2086
 QO2086                          SUPERSEDED SURVEY CONTROL
 QO2086
 QO2086.No superseded survey control is available for this station.
 QO2086
 QO2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL682106(NAD 83)
 QO2086
 QO2086_MARKER: DB = BENCH MARK DISK
 QO2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2086_SP_SET: CONCRETE POST
 QO2086_STAMPING: 17 WHV 1950
 QO2086_MARK LOGO: USGS  
 QO2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2086+STABILITY: SURFACE MOTION
 QO2086
 QO2086  HISTORY     - Date     Condition        Report By
 QO2086  HISTORY     - 1950     MONUMENTED       USGS
 QO2086  HISTORY     - 1979     GOOD             MNDT
 QO2086
 QO2086                          STATION DESCRIPTION
 QO2086
 QO2086'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2086'3.5 MI NNW FROM ANOKA.
 QO2086'THE MARK IS LOCATED 3.3 MILES NORTH ALONG TRUNK HIGHWAY 47 FROM ITS
 QO2086'NORTH JUNCTION WITH TRUNK HIGHWAY 10 IN ANOKA AND IS NEAR HIGHWAY 47
 QO2086'MILE POINT 23.9 IN THE SW 1/4 OF SECTION 24, T32N, R25W.  THE MARK IS
 QO2086'178 FEET EAST OF THE CENTERLINE OF HIGHWAY 47, 66 FEET SOUTH OF AND 4
 QO2086'FEET HIGHER THAN THE CENTERLINE OF 153RD AVENUE NORTHWEST AND UNDER
 QO2086'THE CENTER OF AN OVERHEAD POWER TRANSMISSION LINE.  THE MARK, A
 QO2086'STANDARD USGS BENCH MARK DISK STAMPED---17 WHV 1950---, IS SET IN THE
 QO2086'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1517 ***********************************************************************
 PQ1517  DESIGNATION -  170 ES
 PQ1517  PID         -  PQ1517
 PQ1517  STATE/COUNTY-  MN/MCLEOD
 PQ1517  COUNTRY     -  US
 PQ1517  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1517
 PQ1517                         *CURRENT SURVEY CONTROL
 PQ1517  ______________________________________________________________________
 PQ1517* NAD 83(1986) POSITION- 44 53 44.     (N) 094 22 08.     (W)   SCALED    
 PQ1517* NAVD 88 ORTHO HEIGHT -   316.978  (meters)    1039.95  (feet) ADJUSTED  
 PQ1517  ______________________________________________________________________
 PQ1517  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 PQ1517  DYNAMIC HEIGHT  -        316.949 (meters)     1039.86  (feet) COMP
 PQ1517  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 PQ1517
 PQ1517  VERT ORDER      -  SECOND    CLASS I
 PQ1517
 PQ1517.The horizontal coordinates were scaled from a topographic map and have
 PQ1517.an estimated accuracy of +/- 6 seconds.
 PQ1517.
 PQ1517.The orthometric height was determined by differential leveling and
 PQ1517.adjusted in June 1995.
 PQ1517
 PQ1517.The dynamic height is computed by dividing the NAVD 88
 PQ1517.geopotential number by the normal gravity value computed on the
 PQ1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1517.degrees latitude (g = 980.6199 gals.).
 PQ1517
 PQ1517.The modeled gravity was interpolated from observed gravity values.
 PQ1517
 PQ1517;                    North         East    Units  Estimated Accuracy
 PQ1517;SPC MN S     -   310,690.      770,860.      MT  (+/- 180 meters Scaled)
 PQ1517
 PQ1517                          SUPERSEDED SURVEY CONTROL
 PQ1517
 PQ1517.No superseded survey control is available for this station.
 PQ1517
 PQ1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK919722(NAD 83)
 PQ1517
 PQ1517_MARKER: DB = BENCH MARK DISK
 PQ1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1517_SP_SET: CONCRETE POST
 PQ1517_STAMPING: 170 ES 1955
 PQ1517_MARK LOGO: USGS  
 PQ1517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1517+STABILITY: SURFACE MOTION
 PQ1517
 PQ1517  HISTORY     - Date     Condition        Report By
 PQ1517  HISTORY     - 1955     MONUMENTED       USGS
 PQ1517  HISTORY     - 19850909 GOOD             MNDT
 PQ1517
 PQ1517                          STATION DESCRIPTION
 PQ1517
 PQ1517'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1517'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE SW 1/4 OF
 PQ1517'SECTION 31, T117N, R29W, 0.15 MI (0.24 KM) SOUTH ALONG TRUNK HIGHWAY
 PQ1517'15 FROM ITS JUNCTION WITH TRUNK HIGWHAYS 7 AND 22 IN HUTCHINSON, BY
 PQ1517'THE SOUTH END OF THE HIGHWAY 15 BRIDGE OVER THE CROW RIVER, 55.8 FT
 PQ1517'(17.0 M) EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 15 AT
 PQ1517'MILEPOINT 101.5, 63.1 FT (19.2 M) NORTHWEST OF A FLAGPOLE, AND 39.1
 PQ1517'FT (11.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE NUMBER 5235.
 PQ1517'THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---170 ES 1955---,
 PQ1517'IS SET IN THE TOP OF A CONCRETE POST AND IS 0.4 FT (0.1 M) BELOW THE
 PQ1517'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3889 ***********************************************************************
 DH3889  DESIGNATION -  1701 A
 DH3889  PID         -  DH3889
 DH3889  STATE/COUNTY-  MN/COTTONWOOD
 DH3889  COUNTRY     -  US
 DH3889  USGS QUAD   -  WESTBROOK (1980)
 DH3889
 DH3889                         *CURRENT SURVEY CONTROL
 DH3889  ______________________________________________________________________
 DH3889* NAD 83(2007) POSITION- 44 02 10.19620(N) 095 26 46.30639(W)   ADJUSTED  
 DH3889* NAD 83(2007) ELLIP HT-   403.228 (meters)        (02/10/07)   ADJUSTED
 DH3889* NAD 83(2007) EPOCH   -  2002.00
 DH3889* NAVD 88 ORTHO HEIGHT -   430.087  (meters)    1411.04  (feet) ADJUSTED  
 DH3889  ______________________________________________________________________
 DH3889  NAD 83(2007) X  -   -435,923.653 (meters)                     COMP
 DH3889  NAD 83(2007) Y  - -4,572,240.102 (meters)                     COMP
 DH3889  NAD 83(2007) Z  -  4,411,261.654 (meters)                     COMP
 DH3889  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC09
 DH3889  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DH3889  DYNAMIC HEIGHT  -        430.001 (meters)     1410.76  (feet) COMP
 DH3889  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 DH3889
 DH3889  VERT ORDER      -  SECOND    CLASS I
 DH3889
 DH3889  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3889  Type                                         Horiz  Ellip  Dist(km)
 DH3889  -------------------------------------------------------------------
 DH3889  NETWORK                                       0.46   0.59
 DH3889  -------------------------------------------------------------------
 DH3889  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.53      7.40
 DH3889  -------------------------------------------------------------------
 DH3889  NOTE: Click here for information on individual local accuracy
 DH3889  values and other accuracy information.
 DH3889
 DH3889
 DH3889.The horizontal coordinates were established by GPS observations
 DH3889.and adjusted by the National Geodetic Survey in February 2007.
 DH3889
 DH3889.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3889.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3889
 DH3889.The horizontal coordinates are valid at the epoch date displayed above
 DH3889.which is a decimal equivalence of Year/Month/Day.
 DH3889
 DH3889.The orthometric height was determined by differential leveling and
 DH3889.adjusted in May 2010.
 DH3889
 DH3889.Photographs are available for this station.
 DH3889
 DH3889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3889
 DH3889.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3889
 DH3889.The ellipsoidal height was determined by GPS observations
 DH3889.and is referenced to NAD 83.
 DH3889
 DH3889.The dynamic height is computed by dividing the NAVD 88
 DH3889.geopotential number by the normal gravity value computed on the
 DH3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3889.degrees latitude (g = 980.6199 gals.).
 DH3889
 DH3889.The modeled gravity was interpolated from observed gravity values.
 DH3889
 DH3889. The following values were computed from the NAD 83(2007) position.
 DH3889
 DH3889;                    North         East     Units Scale Factor Converg.
 DH3889;SPC MN S     -   216,155.696   684,087.874   MT  0.99995482   -1 00 49.2
 DH3889;SPC MN S     -   709,170.81  2,244,378.30   sFT  0.99995482   -1 00 49.2
 DH3889;UTM  15      - 4,878,799.030   303,995.470   MT  1.00007252   -1 42 03.3
 DH3889
 DH3889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3889!SPC MN S     -   0.99993678  x   0.99995482  =   0.99989160
 DH3889!UTM  15      -   0.99993678  x   1.00007252  =   1.00000929
 DH3889
 DH3889                          SUPERSEDED SURVEY CONTROL
 DH3889
 DH3889  NAD 83(1996)-  44 02 10.19567(N)    095 26 46.30564(W) AD(       ) 1
 DH3889  ELLIP H (05/30/05)  403.273  (m)                       GP(       ) 3 2
 DH3889  NAVD 88 (05/30/05)  430.1    (m)  GEOID03 model used   GPS OBS        
 DH3889
 DH3889.Superseded values are not recommended for survey control.
 DH3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3889.See file dsdata.txt to determine how the superseded data were derived.
 DH3889
 DH3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0399578799(NAD 83)
 DH3889
 DH3889_MARKER: DB = BENCH MARK DISK
 DH3889_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3889_STAMPING: 1701 A 1954
 DH3889_MARK LOGO: MNHD  
 DH3889_PROJECTION: RECESSED 25 CENTIMETERS
 DH3889_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3889+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2010
 DH3889
 DH3889  HISTORY     - Date     Condition        Report By
 DH3889  HISTORY     - 1954     MONUMENTED       MNHD
 DH3889  HISTORY     - 20040630 GOOD             MNDT
 DH3889  HISTORY     - 20060517 GOOD             MNDT
 DH3889  HISTORY     - 20100710 GOOD             AEROME
 DH3889  HISTORY     - 20100711 GOOD             AEROME
 DH3889
 DH3889                          STATION DESCRIPTION
 DH3889
 DH3889'DESCRIBED BY MN DEPT OF TRANSP 2004 (PJ)
 DH3889'0.5 MILE WEST OF WEST BROOK, 0.8 MILE EAST OF COUNTY LINE, 0.25 MILE
 DH3889'WEST ALONG TRUNK  HIGHWAY 30 FROM THE JUNCTION OF COUNTY ROAD 7 IN
 DH3889'WESTBROOK, AT TRUNK HIGHWAY 30  MILEPOINT 57.05, STATION 42+36, 58
 DH3889'FEET SOUTH OF THE CENTER OF TRUNK HIGHWAY 30, 2.3 FEET  NORTH OF
 DH3889'FENCELINE, 0.5 FOOT NORTH OF WITNESS POST.
 DH3889
 DH3889                          STATION RECOVERY (2006)
 DH3889
 DH3889'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH3889'RECOVERED AS DESCRIBED.
 DH3889
 DH3889                          STATION RECOVERY (2010)
 DH3889
 DH3889'RECOVERY NOTE BY AERO METRIC INC 2010
 DH3889'RECOVERED IN GOOD CONDITION.
 DH3889
 DH3889                          STATION RECOVERY (2010)
 DH3889
 DH3889'RECOVERY NOTE BY AERO METRIC INC 2010
 DH3889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2701 ***********************************************************************
 DK2701  DESIGNATION -  1701 AA
 DK2701  PID         -  DK2701
 DK2701  STATE/COUNTY-  MN/COTTONWOOD
 DK2701  COUNTRY     -  US
 DK2701  USGS QUAD   -  JEFFERS (1980)
 DK2701
 DK2701                         *CURRENT SURVEY CONTROL
 DK2701  ______________________________________________________________________
 DK2701* NAD 83(1986) POSITION- 44 03 02.3    (N) 095 11 24.1    (W)   HD_HELD2  
 DK2701* NAVD 88 ORTHO HEIGHT -   447.227  (meters)    1467.28  (feet) ADJUSTED  
 DK2701  ______________________________________________________________________
 DK2701  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DK2701  DYNAMIC HEIGHT  -        447.140 (meters)     1466.99  (feet) COMP
 DK2701  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 DK2701
 DK2701  VERT ORDER      -  SECOND    CLASS I
 DK2701
 DK2701.The horizontal coordinates were established by autonomous hand held GPS
 DK2701.observations and have an estimated accuracy of +/- 10 meters.
 DK2701.
 DK2701.The orthometric height was determined by differential leveling and
 DK2701.adjusted in June 2008.
 DK2701
 DK2701.No vertical observational check was made to the station.
 DK2701
 DK2701.Photographs are available for this station.
 DK2701
 DK2701.The dynamic height is computed by dividing the NAVD 88
 DK2701.geopotential number by the normal gravity value computed on the
 DK2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2701.degrees latitude (g = 980.6199 gals.).
 DK2701
 DK2701.The modeled gravity was interpolated from observed gravity values.
 DK2701
 DK2701;                    North         East    Units  Estimated Accuracy
 DK2701;SPC MN S     -   217,433.      704,641.      MT  (+/- 10 meters HH2 GPS)
 DK2701
 DK2701                          SUPERSEDED SURVEY CONTROL
 DK2701
 DK2701.No superseded survey control is available for this station.
 DK2701
 DK2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2456479829(NAD 83)
 DK2701
 DK2701_MARKER: DD = SURVEY DISK
 DK2701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2701_STAMPING: 1701 AA 2005
 DK2701_MARK LOGO: MNDT  
 DK2701_PROJECTION: FLUSH
 DK2701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2701+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2701_ROD/PIPE-DEPTH:  7.6 meters
 DK2701
 DK2701  HISTORY     - Date     Condition        Report By
 DK2701  HISTORY     - 2005     MONUMENTED       MNDT
 DK2701
 DK2701                          STATION DESCRIPTION
 DK2701
 DK2701'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2701'IN JEFFERS, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN
 DK2701'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 70.20, 64.4 FT (19.6 M) NORTH
 DK2701'OF TRUNK HIGHWAY 30, 54.7 FT (16.7 M) EAST OF COUNTY ROAD 52, 1.0 FT
 DK2701'(0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2703 ***********************************************************************
 DK2703  DESIGNATION -  1701 AB
 DK2703  PID         -  DK2703
 DK2703  STATE/COUNTY-  MN/COTTONWOOD
 DK2703  COUNTRY     -  US
 DK2703  USGS QUAD   -  JEFFERS (1980)
 DK2703
 DK2703                         *CURRENT SURVEY CONTROL
 DK2703  ______________________________________________________________________
 DK2703* NAD 83(1986) POSITION- 44 02 59.5    (N) 095 13 13.1    (W)   HD_HELD2  
 DK2703* NAVD 88 ORTHO HEIGHT -   449.750  (meters)    1475.55  (feet) ADJUSTED  
 DK2703  ______________________________________________________________________
 DK2703  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DK2703  DYNAMIC HEIGHT  -        449.663 (meters)     1475.27  (feet) COMP
 DK2703  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DK2703
 DK2703  VERT ORDER      -  SECOND    CLASS I
 DK2703
 DK2703.The horizontal coordinates were established by autonomous hand held GPS
 DK2703.observations and have an estimated accuracy of +/- 10 meters.
 DK2703.
 DK2703.The orthometric height was determined by differential leveling and
 DK2703.adjusted in June 2008.
 DK2703
 DK2703.No vertical observational check was made to the station.
 DK2703
 DK2703.Photographs are available for this station.
 DK2703
 DK2703.The dynamic height is computed by dividing the NAVD 88
 DK2703.geopotential number by the normal gravity value computed on the
 DK2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2703.degrees latitude (g = 980.6199 gals.).
 DK2703
 DK2703.The modeled gravity was interpolated from observed gravity values.
 DK2703
 DK2703;                    North         East    Units  Estimated Accuracy
 DK2703;SPC MN S     -   217,382.      702,214.      MT  (+/- 10 meters HH2 GPS)
 DK2703
 DK2703                          SUPERSEDED SURVEY CONTROL
 DK2703
 DK2703.No superseded survey control is available for this station.
 DK2703
 DK2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2213679807(NAD 83)
 DK2703
 DK2703_MARKER: DD = SURVEY DISK
 DK2703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2703_STAMPING: 1701 AB 2005
 DK2703_MARK LOGO: MNDT  
 DK2703_PROJECTION: FLUSH
 DK2703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2703+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2703_ROD/PIPE-DEPTH:  7.6 meters
 DK2703
 DK2703  HISTORY     - Date     Condition        Report By
 DK2703  HISTORY     - 2005     MONUMENTED       MNDT
 DK2703
 DK2703                          STATION DESCRIPTION
 DK2703
 DK2703'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2703'1.0 MI (1.6 KM) SOUTHWEST OF JEFFERS, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2703'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN
 DK2703'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 68.70, 63.4 FT (19.3 M) WEST
 DK2703'OF A POWER POLE, 63.1 FT (19.2 M) SOUTH OF TRUNK HIGHWAY 30, 48.2 FT
 DK2703'(14.7 M) EAST OF 430TH AVENUE, 0.6 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2704 ***********************************************************************
 DK2704  DESIGNATION -  1701 AC
 DK2704  PID         -  DK2704
 DK2704  STATE/COUNTY-  MN/COTTONWOOD
 DK2704  COUNTRY     -  US
 DK2704  USGS QUAD   -  JEFFERS (1980)
 DK2704
 DK2704                         *CURRENT SURVEY CONTROL
 DK2704  ______________________________________________________________________
 DK2704* NAD 83(1986) POSITION- 44 03 00.6    (N) 095 14 26.5    (W)   HD_HELD2  
 DK2704* NAVD 88 ORTHO HEIGHT -   452.368  (meters)    1484.14  (feet) ADJUSTED  
 DK2704  ______________________________________________________________________
 DK2704  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DK2704  DYNAMIC HEIGHT  -        452.280 (meters)     1483.86  (feet) COMP
 DK2704  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 DK2704
 DK2704  VERT ORDER      -  SECOND    CLASS I
 DK2704
 DK2704.The horizontal coordinates were established by autonomous hand held GPS
 DK2704.observations and have an estimated accuracy of +/- 10 meters.
 DK2704.
 DK2704.The orthometric height was determined by differential leveling and
 DK2704.adjusted in June 2008.
 DK2704
 DK2704.No vertical observational check was made to the station.
 DK2704
 DK2704.Photographs are available for this station.
 DK2704
 DK2704.The dynamic height is computed by dividing the NAVD 88
 DK2704.geopotential number by the normal gravity value computed on the
 DK2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2704.degrees latitude (g = 980.6199 gals.).
 DK2704
 DK2704.The modeled gravity was interpolated from observed gravity values.
 DK2704
 DK2704;                    North         East    Units  Estimated Accuracy
 DK2704;SPC MN S     -   217,440.      700,581.      MT  (+/- 10 meters HH2 GPS)
 DK2704
 DK2704                          SUPERSEDED SURVEY CONTROL
 DK2704
 DK2704.No superseded survey control is available for this station.
 DK2704
 DK2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2050479885(NAD 83)
 DK2704
 DK2704_MARKER: DD = SURVEY DISK
 DK2704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2704_STAMPING: 1701 AC
 DK2704_MARK LOGO: MNDT  
 DK2704_PROJECTION: FLUSH
 DK2704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2704+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2704_ROD/PIPE-DEPTH:  6.1 meters
 DK2704
 DK2704  HISTORY     - Date     Condition        Report By
 DK2704  HISTORY     - 2005     MONUMENTED       MNDT
 DK2704
 DK2704                          STATION DESCRIPTION
 DK2704
 DK2704'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2704'2.0 MI (3.2 KM) WEST-SOUTHWEST OF JEFFERS, 2.0 MI (3.2 KM) WEST ALONG
 DK2704'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2704'4 NORTH IN JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 67.70, 73.7 FT
 DK2704'(22.5 M) SOUTH OF TRUNK HIGHWAY 30, 51.2 FT (15.6 M) WEST OF 42XTH
 DK2704'AVENUE, 0.8 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2710 ***********************************************************************
 DK2710  DESIGNATION -  1701 AD
 DK2710  PID         -  DK2710
 DK2710  STATE/COUNTY-  MN/COTTONWOOD
 DK2710  COUNTRY     -  US
 DK2710  USGS QUAD   -  STORDEN (1967)
 DK2710
 DK2710                         *CURRENT SURVEY CONTROL
 DK2710  ______________________________________________________________________
 DK2710* NAD 83(1986) POSITION- 44 02 08.9    (N) 095 20 27.1    (W)   HD_HELD2  
 DK2710* NAVD 88 ORTHO HEIGHT -   422.335  (meters)    1385.61  (feet) ADJUSTED  
 DK2710  ______________________________________________________________________
 DK2710  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DK2710  DYNAMIC HEIGHT  -        422.254 (meters)     1385.35  (feet) COMP
 DK2710  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 DK2710
 DK2710  VERT ORDER      -  SECOND    CLASS I
 DK2710
 DK2710.The horizontal coordinates were established by autonomous hand held GPS
 DK2710.observations and have an estimated accuracy of +/- 10 meters.
 DK2710.
 DK2710.The orthometric height was determined by differential leveling and
 DK2710.adjusted in June 2008.
 DK2710
 DK2710.No vertical observational check was made to the station.
 DK2710
 DK2710.Photographs are available for this station.
 DK2710
 DK2710.The dynamic height is computed by dividing the NAVD 88
 DK2710.geopotential number by the normal gravity value computed on the
 DK2710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2710.degrees latitude (g = 980.6199 gals.).
 DK2710
 DK2710.The modeled gravity was interpolated from observed gravity values.
 DK2710
 DK2710;                    North         East    Units  Estimated Accuracy
 DK2710;SPC MN S     -   215,972.      692,529.      MT  (+/- 10 meters HH2 GPS)
 DK2710
 DK2710                          SUPERSEDED SURVEY CONTROL
 DK2710
 DK2710.No superseded survey control is available for this station.
 DK2710
 DK2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1243478513(NAD 83)
 DK2710
 DK2710_MARKER: DD = SURVEY DISK
 DK2710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2710_STAMPING: 1701 AD 2005
 DK2710_MARK LOGO: MNDT  
 DK2710_PROJECTION: FLUSH
 DK2710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2710+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DK2710_ROD/PIPE-DEPTH:  7.6 meters
 DK2710
 DK2710  HISTORY     - Date     Condition        Report By
 DK2710  HISTORY     - 2005     MONUMENTED       MNDT
 DK2710  HISTORY     - 20051018 GOOD             MNDT
 DK2710  HISTORY     - 20060516 GOOD             MNDT
 DK2710
 DK2710                          STATION DESCRIPTION
 DK2710
 DK2710'DESCRIBED BY MN DEPT OF TRANSP 2005 (MP)
 DK2710'1.0 MI (1.6 KM) WEST OF STORDEN, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2710'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DK2710'STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 62.30, 57.7 FT (17.6 M) SOUTH
 DK2710'OF TRUNK HIGHWAY 30, 56.4 FT (17.2 M) WEST OF 370TH AVENUE, 11.9 FT
 DK2710'(3.6 M) WEST OF A POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK2710
 DK2710                          STATION RECOVERY (2006)
 DK2710
 DK2710'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2711 ***********************************************************************
 DK2711  DESIGNATION -  1701 AD 1
 DK2711  PID         -  DK2711
 DK2711  STATE/COUNTY-  MN/COTTONWOOD
 DK2711  COUNTRY     -  US
 DK2711  USGS QUAD   -  STORDEN (1967)
 DK2711
 DK2711                         *CURRENT SURVEY CONTROL
 DK2711  ______________________________________________________________________
 DK2711* NAD 83(1986) POSITION- 44 03 53.4    (N) 095 20 27.0    (W)   HD_HELD2  
 DK2711* NAVD 88 ORTHO HEIGHT -   420.133  (meters)    1378.39  (feet) ADJUSTED  
 DK2711  ______________________________________________________________________
 DK2711  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DK2711  DYNAMIC HEIGHT  -        420.055 (meters)     1378.13  (feet) COMP
 DK2711  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 DK2711
 DK2711  VERT ORDER      -  SECOND    CLASS I
 DK2711
 DK2711.The horizontal coordinates were established by autonomous hand held GPS
 DK2711.observations and have an estimated accuracy of +/- 10 meters.
 DK2711.
 DK2711.The orthometric height was determined by differential leveling and
 DK2711.adjusted in June 2008.
 DK2711
 DK2711.No vertical observational check was made to the station.
 DK2711
 DK2711.Photographs are available for this station.
 DK2711
 DK2711.The dynamic height is computed by dividing the NAVD 88
 DK2711.geopotential number by the normal gravity value computed on the
 DK2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2711.degrees latitude (g = 980.6199 gals.).
 DK2711
 DK2711.The modeled gravity was interpolated from observed gravity values.
 DK2711
 DK2711;                    North         East    Units  Estimated Accuracy
 DK2711;SPC MN S     -   219,197.      692,584.      MT  (+/- 10 meters HH2 GPS)
 DK2711
 DK2711                          SUPERSEDED SURVEY CONTROL
 DK2711
 DK2711.No superseded survey control is available for this station.
 DK2711
 DK2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1252881737(NAD 83)
 DK2711
 DK2711_MARKER: DD = SURVEY DISK
 DK2711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2711_STAMPING: 1701 AD 1 2005
 DK2711_MARK LOGO: MNDT  
 DK2711_PROJECTION: FLUSH
 DK2711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2711+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2711_ROD/PIPE-DEPTH:  6.1 meters
 DK2711
 DK2711  HISTORY     - Date     Condition        Report By
 DK2711  HISTORY     - 2005     MONUMENTED       MNDT
 DK2711
 DK2711                          STATION DESCRIPTION
 DK2711
 DK2711'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2711'2.0 MI (3.2 KM) NORTHWEST OF STORDEN, 1.0 MI (1.6 KM) WEST ALONG TRUNK
 DK2711'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN
 DK2711'STORDEN, TO TRUNK HIGHWAY 30 MILE POINT 62.30, THEN 2.0 MI (3.2 KM)
 DK2711'NORTH OF 370TH AVENUE, 40.5 FT (12.3 M) EAST OF 370TH AVENUE, 37.0 FT
 DK2711'(11.3 M) SOUTH OF GRAVEL ROAD, 0.9 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3453 ***********************************************************************
 DL3453  DESIGNATION -  1701 AE
 DL3453  PID         -  DL3453
 DL3453  STATE/COUNTY-  MN/COTTONWOOD
 DL3453  COUNTRY     -  US
 DL3453  USGS QUAD   -  STORDEN (1967)
 DL3453
 DL3453                         *CURRENT SURVEY CONTROL
 DL3453  ______________________________________________________________________
 DL3453* NAD 83(1986) POSITION- 44 02 10.3    (N) 095 21 38.1    (W)   HD_HELD2  
 DL3453* NAVD 88 ORTHO HEIGHT -   424.309  (meters)    1392.09  (feet) ADJUSTED  
 DL3453  ______________________________________________________________________
 DL3453  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DL3453  DYNAMIC HEIGHT  -        424.227 (meters)     1391.82  (feet) COMP
 DL3453  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DL3453
 DL3453  VERT ORDER      -  SECOND    CLASS II
 DL3453
 DL3453.The horizontal coordinates were established by autonomous hand held GPS
 DL3453.observations and have an estimated accuracy of +/- 10 meters.
 DL3453.
 DL3453.The orthometric height was determined by differential leveling and
 DL3453.adjusted in May 2010.
 DL3453
 DL3453.The dynamic height is computed by dividing the NAVD 88
 DL3453.geopotential number by the normal gravity value computed on the
 DL3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3453.degrees latitude (g = 980.6199 gals.).
 DL3453
 DL3453.The modeled gravity was interpolated from observed gravity values.
 DL3453
 DL3453;                    North         East    Units  Estimated Accuracy
 DL3453;SPC MN S     -   216,041.      690,949.      MT  (+/- 10 meters HH2 GPS)
 DL3453
 DL3453                          SUPERSEDED SURVEY CONTROL
 DL3453
 DL3453.No superseded survey control is available for this station.
 DL3453
 DL3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1085578602(NAD 83)
 DL3453
 DL3453_MARKER: DD = SURVEY DISK
 DL3453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3453_STAMPING: 1701 AE 2006
 DL3453_MARK LOGO: MNDT  
 DL3453_PROJECTION: FLUSH
 DL3453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3453+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3453_ROD/PIPE-DEPTH:  6.1 meters
 DL3453
 DL3453  HISTORY     - Date     Condition        Report By
 DL3453  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3453
 DL3453                          STATION DESCRIPTION
 DL3453
 DL3453'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3453'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF DOVRAY, 8.3 MI
 DL3453'(13.4 KM) WEST OF JEFFERS AND 3.8 MI (6.1 KM) EAST OF WESTBROOK.
 DL3453' 
 DL3453'THE MARK IS 2.0 MI (3.2 KM) WEST OF STORDEN, 2.0 MI (3.2 KM) WEST
 DL3453'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DL3453'COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 61.30, 97.8
 DL3453'FT (29.8 M) EAST OF 360TH AVENUE, 53.0 FT (16.2 M) NORTH OF TRUNK
 DL3453'HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3454 ***********************************************************************
 DL3454  DESIGNATION -  1701 AF
 DL3454  PID         -  DL3454
 DL3454  STATE/COUNTY-  MN/COTTONWOOD
 DL3454  COUNTRY     -  US
 DL3454  USGS QUAD   -  WESTBROOK (1980)
 DL3454
 DL3454                         *CURRENT SURVEY CONTROL
 DL3454  ______________________________________________________________________
 DL3454* NAD 83(1986) POSITION- 44 02 11.4    (N) 095 22 51.8    (W)   HD_HELD2  
 DL3454* NAVD 88 ORTHO HEIGHT -   426.633  (meters)    1399.71  (feet) ADJUSTED  
 DL3454  ______________________________________________________________________
 DL3454  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DL3454  DYNAMIC HEIGHT  -        426.550 (meters)     1399.44  (feet) COMP
 DL3454  MODELED GRAVITY -    980,411.1   (mgal)                       NAVD 88
 DL3454
 DL3454  VERT ORDER      -  SECOND    CLASS II
 DL3454
 DL3454.The horizontal coordinates were established by autonomous hand held GPS
 DL3454.observations and have an estimated accuracy of +/- 10 meters.
 DL3454.
 DL3454.The orthometric height was determined by differential leveling and
 DL3454.adjusted in May 2010.
 DL3454
 DL3454.The dynamic height is computed by dividing the NAVD 88
 DL3454.geopotential number by the normal gravity value computed on the
 DL3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3454.degrees latitude (g = 980.6199 gals.).
 DL3454
 DL3454.The modeled gravity was interpolated from observed gravity values.
 DL3454
 DL3454;                    North         East    Units  Estimated Accuracy
 DL3454;SPC MN S     -   216,103.      689,309.      MT  (+/- 10 meters HH2 GPS)
 DL3454
 DL3454                          SUPERSEDED SURVEY CONTROL
 DL3454
 DL3454.No superseded survey control is available for this station.
 DL3454
 DL3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0921678683(NAD 83)
 DL3454
 DL3454_MARKER: DD = SURVEY DISK
 DL3454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3454_STAMPING: 1701 AF 2006
 DL3454_MARK LOGO: MNDT  
 DL3454_PROJECTION: FLUSH
 DL3454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3454+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3454_ROD/PIPE-DEPTH:  6.1 meters
 DL3454
 DL3454  HISTORY     - Date     Condition        Report By
 DL3454  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3454
 DL3454                          STATION DESCRIPTION
 DL3454
 DL3454'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3454'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) WEST OF JEFFERS, 8.5 MI
 DL3454'(13.7 KM) EAST OF DOVRAY AND 2.8 MI (4.5 KM) EAST OF WESTBROOK.
 DL3454' 
 DL3454'THE MARK IS 3.0 MI (4.8 KM) WEST OF STORDEN, 3.0 MI (4.8 KM) WEST
 DL3454'ALONG STORDEN FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 5
 DL3454'IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 60.30, 89.2 FT (27.2 M)
 DL3454'NORTH OF TRUNK HIGHWAY 30, 26.7 FT (8.1 M) EAST OF COUNTY ROAD 5, 2.0
 DL3454'FT (0.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3455 ***********************************************************************
 DL3455  DESIGNATION -  1701 AG
 DL3455  PID         -  DL3455
 DL3455  STATE/COUNTY-  MN/COTTONWOOD
 DL3455  COUNTRY     -  US
 DL3455  USGS QUAD   -  WESTBROOK (1980)
 DL3455
 DL3455                         *CURRENT SURVEY CONTROL
 DL3455  ______________________________________________________________________
 DL3455* NAD 83(1986) POSITION- 44 02 11.5    (N) 095 24 03.2    (W)   HD_HELD2  
 DL3455* NAVD 88 ORTHO HEIGHT -   432.309  (meters)    1418.33  (feet) ADJUSTED  
 DL3455  ______________________________________________________________________
 DL3455  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DL3455  DYNAMIC HEIGHT  -        432.225 (meters)     1418.06  (feet) COMP
 DL3455  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DL3455
 DL3455  VERT ORDER      -  SECOND    CLASS II
 DL3455
 DL3455.The horizontal coordinates were established by autonomous hand held GPS
 DL3455.observations and have an estimated accuracy of +/- 10 meters.
 DL3455.
 DL3455.The orthometric height was determined by differential leveling and
 DL3455.adjusted in May 2010.
 DL3455
 DL3455.The dynamic height is computed by dividing the NAVD 88
 DL3455.geopotential number by the normal gravity value computed on the
 DL3455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3455.degrees latitude (g = 980.6199 gals.).
 DL3455
 DL3455.The modeled gravity was interpolated from observed gravity values.
 DL3455
 DL3455;                    North         East    Units  Estimated Accuracy
 DL3455;SPC MN S     -   216,133.      687,720.      MT  (+/- 10 meters HH2 GPS)
 DL3455
 DL3455                          SUPERSEDED SURVEY CONTROL
 DL3455
 DL3455.No superseded survey control is available for this station.
 DL3455
 DL3455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0762778732(NAD 83)
 DL3455
 DL3455_MARKER: DD = SURVEY DISK
 DL3455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3455_STAMPING: 1701 AG 2006
 DL3455_MARK LOGO: MNDT  
 DL3455_PROJECTION: FLUSH
 DL3455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3455+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3455_ROD/PIPE-DEPTH:  6.1 meters
 DL3455
 DL3455  HISTORY     - Date     Condition        Report By
 DL3455  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3455
 DL3455                          STATION DESCRIPTION
 DL3455
 DL3455'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3455'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) WEST OF JEFFERS, 7.5 MI
 DL3455'(12.1 KM) EAST OF DOVRAY AND 1.8 MI (2.9 KM) EAST-SOUTHEAST OF
 DL3455'WESTBROOK.
 DL3455' 
 DL3455'THE MARK IS 2.0 MI (3.2 KM) EAST OF WESTBROOK, 2.0 MI (3.2 KM) EAST
 DL3455'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DL3455'COUNTY ROAD 7 AT WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 59.30,
 DL3455'104.6 FT (31.9 M) NORTH OF 340TH STREET, 2.0 FT (0.6 M) NORTH OF A
 DL3455'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3456 ***********************************************************************
 DL3456  DESIGNATION -  1701 AH
 DL3456  PID         -  DL3456
 DL3456  STATE/COUNTY-  MN/COTTONWOOD
 DL3456  COUNTRY     -  US
 DL3456  USGS QUAD   -  WESTBROOK (1980)
 DL3456
 DL3456                         *CURRENT SURVEY CONTROL
 DL3456  ______________________________________________________________________
 DL3456* NAD 83(1986) POSITION- 44 02 09.9    (N) 095 25 17.6    (W)   HD_HELD2  
 DL3456* NAVD 88 ORTHO HEIGHT -   430.977  (meters)    1413.96  (feet) ADJUSTED  
 DL3456  ______________________________________________________________________
 DL3456  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DL3456  DYNAMIC HEIGHT  -        430.891 (meters)     1413.68  (feet) COMP
 DL3456  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 DL3456
 DL3456  VERT ORDER      -  SECOND    CLASS II
 DL3456
 DL3456.The horizontal coordinates were established by autonomous hand held GPS
 DL3456.observations and have an estimated accuracy of +/- 10 meters.
 DL3456.
 DL3456.The orthometric height was determined by differential leveling and
 DL3456.adjusted in May 2010.
 DL3456
 DL3456.The dynamic height is computed by dividing the NAVD 88
 DL3456.geopotential number by the normal gravity value computed on the
 DL3456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3456.degrees latitude (g = 980.6199 gals.).
 DL3456
 DL3456.The modeled gravity was interpolated from observed gravity values.
 DL3456
 DL3456;                    North         East    Units  Estimated Accuracy
 DL3456;SPC MN S     -   216,112.      686,062.      MT  (+/- 10 meters HH2 GPS)
 DL3456
 DL3456                          SUPERSEDED SURVEY CONTROL
 DL3456
 DL3456.No superseded survey control is available for this station.
 DL3456
 DL3456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0596978731(NAD 83)
 DL3456
 DL3456_MARKER: DD = SURVEY DISK
 DL3456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3456_STAMPING: 1701 AH 2006
 DL3456_MARK LOGO: MNDT  
 DL3456_PROJECTION: RECESSED 3 CENTIMETERS
 DL3456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3456+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DL3456_ROD/PIPE-DEPTH:  6.1 meters
 DL3456
 DL3456  HISTORY     - Date     Condition        Report By
 DL3456  HISTORY     - 20060621 MONUMENTED       MNDT
 DL3456
 DL3456                          STATION DESCRIPTION
 DL3456
 DL3456'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3456'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) WEST OF JEFFERS, 6.5 MI
 DL3456'(10.5 KM) EAST OF DOVRAY AND 0.8 MI (1.3 KM) EAST-SOUTHEAST OF
 DL3456'WESTBROOK.
 DL3456' 
 DL3456'THE MARK IS 1.0 MI (1.6 KM) EAST OF WESTBROOK, 1.0 MI (1.6 KM) EAST
 DL3456'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DL3456'COUNTY ROAD 7 AT WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 58.30, 98.0
 DL3456'FT (29.9 M) WEST OF 330TH AVENUE, 65.2 FT (19.9 M) SOUTH OF TRUNK
 DL3456'HIGHWAY 30, 8.0 FT (2.4 M) EAST OF WELL (RED ROCLI RURAL WATER), 1.0
 DL3456'FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3457 ***********************************************************************
 DL3457  DESIGNATION -  1701 AJ
 DL3457  PID         -  DL3457
 DL3457  STATE/COUNTY-  MN/COTTONWOOD
 DL3457  COUNTRY     -  US
 DL3457  USGS QUAD   -  WESTBROOK (1980)
 DL3457
 DL3457                         *CURRENT SURVEY CONTROL
 DL3457  ______________________________________________________________________
 DL3457* NAD 83(1986) POSITION- 44 02 11.3    (N) 095 26 08.4    (W)   HD_HELD2  
 DL3457* NAVD 88 ORTHO HEIGHT -   429.723  (meters)    1409.85  (feet) ADJUSTED  
 DL3457  ______________________________________________________________________
 DL3457  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DL3457  DYNAMIC HEIGHT  -        429.637 (meters)     1409.57  (feet) COMP
 DL3457  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DL3457
 DL3457  VERT ORDER      -  SECOND    CLASS II
 DL3457
 DL3457.The horizontal coordinates were established by autonomous hand held GPS
 DL3457.observations and have an estimated accuracy of +/- 10 meters.
 DL3457.
 DL3457.The orthometric height was determined by differential leveling and
 DL3457.adjusted in May 2010.
 DL3457
 DL3457.The dynamic height is computed by dividing the NAVD 88
 DL3457.geopotential number by the normal gravity value computed on the
 DL3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3457.degrees latitude (g = 980.6199 gals.).
 DL3457
 DL3457.The modeled gravity was interpolated from observed gravity values.
 DL3457
 DL3457;                    North         East    Units  Estimated Accuracy
 DL3457;SPC MN S     -   216,175.      684,932.      MT  (+/- 10 meters HH2 GPS)
 DL3457
 DL3457                          SUPERSEDED SURVEY CONTROL
 DL3457
 DL3457.No superseded survey control is available for this station.
 DL3457
 DL3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0484078808(NAD 83)
 DL3457
 DL3457_MARKER: DD = SURVEY DISK
 DL3457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3457_STAMPING: 1701 AJ 2006
 DL3457_MARK LOGO: MNDT  
 DL3457_PROJECTION: RECESSED 3 CENTIMETERS
 DL3457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3457+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3457_ROD/PIPE-DEPTH:  7.6 meters
 DL3457
 DL3457  HISTORY     - Date     Condition        Report By
 DL3457  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3457
 DL3457                          STATION DESCRIPTION
 DL3457
 DL3457'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3457'THE MARK IS IN WESTBROOK, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND
 DL3457'COUNTY ROAD 33 IN WESTBROOK, AT TRUNK HIGHWAY 30 MILE POINT 57.55,
 DL3457'88.7 FT (27.0 M) EAST OF COUNTY ROAD 33, 53.4 FT (16.3 M) NORTH OF
 DL3457'TRUNK HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2709 ***********************************************************************
 DK2709  DESIGNATION -  1701 D
 DK2709  PID         -  DK2709
 DK2709  STATE/COUNTY-  MN/COTTONWOOD
 DK2709  COUNTRY     -  US
 DK2709  USGS QUAD   -  STORDEN (1967)
 DK2709
 DK2709                         *CURRENT SURVEY CONTROL
 DK2709  ______________________________________________________________________
 DK2709* NAD 83(1986) POSITION- 44 02 07.2    (N) 095 19 16.1    (W)   HD_HELD2  
 DK2709* NAVD 88 ORTHO HEIGHT -   421.780  (meters)    1383.79  (feet) ADJUSTED  
 DK2709  ______________________________________________________________________
 DK2709  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DK2709  DYNAMIC HEIGHT  -        421.699 (meters)     1383.52  (feet) COMP
 DK2709  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 DK2709
 DK2709  VERT ORDER      -  SECOND    CLASS I
 DK2709
 DK2709.The horizontal coordinates were established by autonomous hand held GPS
 DK2709.observations and have an estimated accuracy of +/- 10 meters.
 DK2709.
 DK2709.The orthometric height was determined by differential leveling and
 DK2709.adjusted in June 2008.
 DK2709
 DK2709.No vertical observational check was made to the station.
 DK2709
 DK2709.Photographs are available for this station.
 DK2709
 DK2709.The dynamic height is computed by dividing the NAVD 88
 DK2709.geopotential number by the normal gravity value computed on the
 DK2709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2709.degrees latitude (g = 980.6199 gals.).
 DK2709
 DK2709.The modeled gravity was interpolated from observed gravity values.
 DK2709
 DK2709;                    North         East    Units  Estimated Accuracy
 DK2709;SPC MN S     -   215,894.      694,109.      MT  (+/- 10 meters HH2 GPS)
 DK2709
 DK2709                          SUPERSEDED SURVEY CONTROL
 DK2709
 DK2709.No superseded survey control is available for this station.
 DK2709
 DK2709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1401378416(NAD 83)
 DK2709
 DK2709_MARKER: DB = BENCH MARK DISK
 DK2709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2709_STAMPING: 1701 D 1948
 DK2709_MARK LOGO: MNHD  
 DK2709_PROJECTION: RECESSED 8 CENTIMETERS
 DK2709_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2709+STABILITY: SURFACE MOTION
 DK2709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2709+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DK2709
 DK2709  HISTORY     - Date     Condition        Report By
 DK2709  HISTORY     - 1948     MONUMENTED       MNHD
 DK2709  HISTORY     - 20051018 GOOD             MNDT
 DK2709  HISTORY     - 20060516 GOOD             MNDT
 DK2709
 DK2709                          STATION DESCRIPTION
 DK2709
 DK2709'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2709'HEAD EAST ON COUNTY ROAD 53 TOWARD 370TH AVE FOR 0.5 MI, TURN RIGHT AT
 DK2709'370TH AVE, GO 1.0 MI, TURN LEFT AT 310TH STREET AND TRUNK HIGHWAY 30,
 DK2709'GO 1.0 MI, TURN RIGHT AT 380TH AVE AND COUNTY ROAD 5, AT TRUNK HIGHWAY
 DK2709'30 MILE POINT 63.30, 177 FT (53.9 M) SOUTH OF TRUNK HIGHWAY 30, AT
 DK2709'TRUNK HIGHWAY 30 STATION 371+30, 49 FT (14.9 M) WEST OF COUNTY ROAD 5.
 DK2709
 DK2709                          STATION RECOVERY (2006)
 DK2709
 DK2709'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2709'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST OF DOVRAY, 6.4 MI
 DK2709'(10.3 KM) WEST-SOUTHWEST OF JEFFERS AND 5.7 MI (9.2 KM) EAST OF
 DK2709'WESTBROOK.
 DK2709' 
 DK2709'THE MARK IS AT STORDEN, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DK2709'ROAD 5, AT TRUNK HIGHWAY 30 MILE POINT 63.30, 177 FT (53.9 M) SOUTH OF
 DK2709'TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION 371+30, 49 FT (14.9 M)
 DK2709'WEST OF COUNTY ROAD 5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2708 ***********************************************************************
 DK2708  DESIGNATION -  1701 E RESET
 DK2708  PID         -  DK2708
 DK2708  STATE/COUNTY-  MN/COTTONWOOD
 DK2708  COUNTRY     -  US
 DK2708  USGS QUAD   -  STORDEN (1967)
 DK2708
 DK2708                         *CURRENT SURVEY CONTROL
 DK2708  ______________________________________________________________________
 DK2708* NAD 83(1986) POSITION- 44 02 09.3    (N) 095 18 44.6    (W)   HD_HELD2  
 DK2708* NAVD 88 ORTHO HEIGHT -   418.721  (meters)    1373.75  (feet) ADJUSTED  
 DK2708  ______________________________________________________________________
 DK2708  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK2708  DYNAMIC HEIGHT  -        418.641 (meters)     1373.49  (feet) COMP
 DK2708  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 DK2708
 DK2708  VERT ORDER      -  SECOND    CLASS I
 DK2708
 DK2708.The horizontal coordinates were established by autonomous hand held GPS
 DK2708.observations and have an estimated accuracy of +/- 10 meters.
 DK2708.
 DK2708.The orthometric height was determined by differential leveling and
 DK2708.adjusted in June 2008.
 DK2708
 DK2708.No vertical observational check was made to the station.
 DK2708
 DK2708.Photographs are available for this station.
 DK2708
 DK2708.The dynamic height is computed by dividing the NAVD 88
 DK2708.geopotential number by the normal gravity value computed on the
 DK2708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2708.degrees latitude (g = 980.6199 gals.).
 DK2708
 DK2708.The modeled gravity was interpolated from observed gravity values.
 DK2708
 DK2708;                    North         East    Units  Estimated Accuracy
 DK2708;SPC MN S     -   215,947.      694,811.      MT  (+/- 10 meters HH2 GPS)
 DK2708
 DK2708                          SUPERSEDED SURVEY CONTROL
 DK2708
 DK2708.No superseded survey control is available for this station.
 DK2708
 DK2708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1471678461(NAD 83)
 DK2708
 DK2708_MARKER: DB = BENCH MARK DISK
 DK2708_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK2708_SP_SET: BOX CULVERT HEADWALL
 DK2708_STAMPING: 1701 E 1969
 DK2708_MARK LOGO: MNHD  
 DK2708_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2708+STABILITY: SURFACE MOTION
 DK2708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2708+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DK2708
 DK2708  HISTORY     - Date     Condition        Report By
 DK2708  HISTORY     - 1969     MONUMENTED       MNHD
 DK2708  HISTORY     - 20051018 GOOD             MNDT
 DK2708  HISTORY     - 20060516 GOOD             MNDT
 DK2708
 DK2708                          STATION DESCRIPTION
 DK2708
 DK2708'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2708'HEAD EAST ON COUNTY ROAD 53 TOWARD 370TH AVE, GO 0.5 MI AND TURN RIGHT
 DK2708'AT 370TH AVE GO 1.0 MI, TURN LEFT AT 310TH STREET AND TRUNK HIGHWAY
 DK2708'30, GO 1.4 MI, ARRIVE AT 310TH STREET AND TRUNK HIGHWAY 30, STATION IS
 DK2708'AT TRUNK HIGHWAY 30 STATION 394+12, IN EAST END OF SOUTH HEADWALL OF
 DK2708'TRUNK HIGHWAY 30 BOX CULVERT.
 DK2708
 DK2708                          STATION RECOVERY (2006)
 DK2708
 DK2708'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2708'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) EAST OF DOVRAY, 6.2 MI
 DK2708'(10.0 KM) EAST OF WESTBROOK AND 5.9 MI (9.5 KM) WEST-SOUTHWEST OF
 DK2708'JEFFERS.
 DK2708' 
 DK2708'THE MARK IS 0.42 MI (0.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30
 DK2708'AND COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 63.75, AT
 DK2708'TRUNK HIGHWAY 30 STATION 394+12, IN EAST END OF SOUTH HEADWALL OF
 DK2708'TRUNK HIGHWAY 30 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2707 ***********************************************************************
 DK2707  DESIGNATION -  1701 F
 DK2707  PID         -  DK2707
 DK2707  STATE/COUNTY-  MN/COTTONWOOD
 DK2707  COUNTRY     -  US
 DK2707  USGS QUAD   -  STORDEN (1967)
 DK2707
 DK2707                         *CURRENT SURVEY CONTROL
 DK2707  ______________________________________________________________________
 DK2707* NAD 83(1986) POSITION- 44 02 30.7    (N) 095 18 02.6    (W)   HD_HELD2  
 DK2707* NAVD 88 ORTHO HEIGHT -   419.091  (meters)    1374.97  (feet) ADJUSTED  
 DK2707  ______________________________________________________________________
 DK2707  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK2707  DYNAMIC HEIGHT  -        419.010 (meters)     1374.70  (feet) COMP
 DK2707  MODELED GRAVITY -    980,413.7   (mgal)                       NAVD 88
 DK2707
 DK2707  VERT ORDER      -  SECOND    CLASS I
 DK2707
 DK2707.The horizontal coordinates were established by autonomous hand held GPS
 DK2707.observations and have an estimated accuracy of +/- 10 meters.
 DK2707.
 DK2707.The orthometric height was determined by differential leveling and
 DK2707.adjusted in June 2008.
 DK2707
 DK2707.No vertical observational check was made to the station.
 DK2707
 DK2707.Photographs are available for this station.
 DK2707
 DK2707.The dynamic height is computed by dividing the NAVD 88
 DK2707.geopotential number by the normal gravity value computed on the
 DK2707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2707.degrees latitude (g = 980.6199 gals.).
 DK2707
 DK2707.The modeled gravity was interpolated from observed gravity values.
 DK2707
 DK2707;                    North         East    Units  Estimated Accuracy
 DK2707;SPC MN S     -   216,593.      695,757.      MT  (+/- 10 meters HH2 GPS)
 DK2707
 DK2707                          SUPERSEDED SURVEY CONTROL
 DK2707
 DK2707.No superseded survey control is available for this station.
 DK2707
 DK2707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1566979095(NAD 83)
 DK2707
 DK2707_MARKER: DB = BENCH MARK DISK
 DK2707_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK2707_SP_SET: BOX CULVERT
 DK2707_STAMPING: 1701 F 1969
 DK2707_MARK LOGO: MNHD  
 DK2707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2707+STABILITY: SURFACE MOTION
 DK2707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2707+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK2707
 DK2707  HISTORY     - Date     Condition        Report By
 DK2707  HISTORY     - 1969     MONUMENTED       MNHD
 DK2707  HISTORY     - 20051018 GOOD             MNDT
 DK2707
 DK2707                          STATION DESCRIPTION
 DK2707
 DK2707'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2707'GO NORTH ON 400TH AVE FROM STATION 1701 H TOWARD TRUNK HIGHWAY 30,
 DK2707'TURN LEFT ON TRUNK HIGHWAY 30, 1.2 MI (1.9 KM) EAST OF THE JUNCTION OF
 DK2707'TRUNK HIGHWAY 30 AND COUNTY ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30
 DK2707'MILE POINT 64.5, IN SOUTHWEST CORNER OF TRUNK HIGHWAY 30 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2706 ***********************************************************************
 DK2706  DESIGNATION -  1701 G
 DK2706  PID         -  DK2706
 DK2706  STATE/COUNTY-  MN/COTTONWOOD
 DK2706  COUNTRY     -  US
 DK2706  USGS QUAD   -  STORDEN (1967)
 DK2706
 DK2706                         *CURRENT SURVEY CONTROL
 DK2706  ______________________________________________________________________
 DK2706* NAD 83(1986) POSITION- 44 02 51.3    (N) 095 17 27.1    (W)   HD_HELD2  
 DK2706* NAVD 88 ORTHO HEIGHT -   427.743  (meters)    1403.35  (feet) ADJUSTED  
 DK2706  ______________________________________________________________________
 DK2706  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK2706  DYNAMIC HEIGHT  -        427.661 (meters)     1403.08  (feet) COMP
 DK2706  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 DK2706
 DK2706  VERT ORDER      -  SECOND    CLASS I
 DK2706
 DK2706.The horizontal coordinates were established by autonomous hand held GPS
 DK2706.observations and have an estimated accuracy of +/- 10 meters.
 DK2706.
 DK2706.The orthometric height was determined by differential leveling and
 DK2706.adjusted in June 2008.
 DK2706
 DK2706.No vertical observational check was made to the station.
 DK2706
 DK2706.Photographs are available for this station.
 DK2706
 DK2706.The dynamic height is computed by dividing the NAVD 88
 DK2706.geopotential number by the normal gravity value computed on the
 DK2706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2706.degrees latitude (g = 980.6199 gals.).
 DK2706
 DK2706.The modeled gravity was interpolated from observed gravity values.
 DK2706
 DK2706;                    North         East    Units  Estimated Accuracy
 DK2706;SPC MN S     -   217,216.      696,557.      MT  (+/- 10 meters HH2 GPS)
 DK2706
 DK2706                          SUPERSEDED SURVEY CONTROL
 DK2706
 DK2706.No superseded survey control is available for this station.
 DK2706
 DK2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1647779709(NAD 83)
 DK2706
 DK2706_MARKER: DB = BENCH MARK DISK
 DK2706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2706_STAMPING: 1701 G 1948
 DK2706_MARK LOGO: MNHD  
 DK2706_PROJECTION: FLUSH
 DK2706_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2706+STABILITY: SURFACE MOTION
 DK2706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2706+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK2706
 DK2706  HISTORY     - Date     Condition        Report By
 DK2706  HISTORY     - 1954     MONUMENTED       MNHD
 DK2706  HISTORY     - 20051018 GOOD             MNDT
 DK2706
 DK2706                          STATION DESCRIPTION
 DK2706
 DK2706'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2706'1.8 MI (2.9 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DK2706'ROAD 5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 65.10, AT NORTHWEST
 DK2706'CORNER OF POWER COUNTY LIFT STATION, 77 FT (23.5 M) SOUTHEAST OF TRUNK
 DK2706'HIGHWAY 30, 55 FT (16.8 M) NORTHWEST OF LIFT STATION FENCE CORNER, 2
 DK2706'FT (0.6 M) NORTHEAST OF A FENCE CORNER, AT TRUNK HIGHWAY 30 STATION
 DK2706'468+50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3890 ***********************************************************************
 DH3890  DESIGNATION -  1701 H
 DH3890  PID         -  DH3890
 DH3890  STATE/COUNTY-  MN/COTTONWOOD
 DH3890  COUNTRY     -  US
 DH3890  USGS QUAD   -  STORDEN (1967)
 DH3890
 DH3890                         *CURRENT SURVEY CONTROL
 DH3890  ______________________________________________________________________
 DH3890* NAD 83(2007) POSITION- 44 03 01.15967(N) 095 16 50.20938(W)   ADJUSTED  
 DH3890* NAD 83(2007) ELLIP HT-   418.335 (meters)        (02/10/07)   ADJUSTED
 DH3890* NAD 83(2007) EPOCH   -  2002.00
 DH3890* NAVD 88 ORTHO HEIGHT -   445.361  (meters)    1461.16  (feet) ADJUSTED  
 DH3890  ______________________________________________________________________
 DH3890  NAD 83(2007) X  -   -422,608.612 (meters)                     COMP
 DH3890  NAD 83(2007) Y  - -4,572,402.659 (meters)                     COMP
 DH3890  NAD 83(2007) Z  -  4,412,402.908 (meters)                     COMP
 DH3890  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC09
 DH3890  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DH3890  DYNAMIC HEIGHT  -        445.276 (meters)     1460.88  (feet) COMP
 DH3890  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 DH3890
 DH3890  VERT ORDER      -  SECOND    CLASS I
 DH3890
 DH3890  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3890  Type                                         Horiz  Ellip  Dist(km)
 DH3890  -------------------------------------------------------------------
 DH3890  NETWORK                                       0.64   0.73
 DH3890  -------------------------------------------------------------------
 DH3890  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.71   0.76      8.03
 DH3890  -------------------------------------------------------------------
 DH3890  NOTE: Click here for information on individual local accuracy
 DH3890  values and other accuracy information.
 DH3890
 DH3890
 DH3890.The horizontal coordinates were established by GPS observations
 DH3890.and adjusted by the National Geodetic Survey in February 2007.
 DH3890
 DH3890.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3890.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3890
 DH3890.The horizontal coordinates are valid at the epoch date displayed above
 DH3890.which is a decimal equivalence of Year/Month/Day.
 DH3890
 DH3890.The orthometric height was determined by differential leveling and
 DH3890.adjusted in June 2008.
 DH3890
 DH3890.No vertical observational check was made to the station.
 DH3890
 DH3890.Photographs are available for this station.
 DH3890
 DH3890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3890
 DH3890.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3890
 DH3890.The ellipsoidal height was determined by GPS observations
 DH3890.and is referenced to NAD 83.
 DH3890
 DH3890.The dynamic height is computed by dividing the NAVD 88
 DH3890.geopotential number by the normal gravity value computed on the
 DH3890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3890.degrees latitude (g = 980.6199 gals.).
 DH3890
 DH3890.The modeled gravity was interpolated from observed gravity values.
 DH3890
 DH3890. The following values were computed from the NAD 83(2007) position.
 DH3890
 DH3890;                    North         East     Units Scale Factor Converg.
 DH3890;SPC MN S     -   217,507.047   697,382.739   MT  0.99995285   -0 53 51.4
 DH3890;SPC MN S     -   713,604.37  2,287,996.54   sFT  0.99995285   -0 53 51.4
 DH3890;UTM  15      - 4,879,990.777   317,306.763   MT  1.00001052   -1 35 10.0
 DH3890
 DH3890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3890!SPC MN S     -   0.99993441  x   0.99995285  =   0.99988726
 DH3890!UTM  15      -   0.99993441  x   1.00001052  =   0.99994493
 DH3890
 DH3890                          SUPERSEDED SURVEY CONTROL
 DH3890
 DH3890  NAD 83(1996)-  44 03 01.15913(N)    095 16 50.20865(W) AD(       ) 1
 DH3890  ELLIP H (05/30/05)  418.377  (m)                       GP(       ) 3 2
 DH3890  NAVD 88 (05/30/05)  445.4    (m)  GEOID03 model used   GPS OBS        
 DH3890
 DH3890.Superseded values are not recommended for survey control.
 DH3890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3890.See file dsdata.txt to determine how the superseded data were derived.
 DH3890
 DH3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1730679990(NAD 83)
 DH3890
 DH3890_MARKER: DB = BENCH MARK DISK
 DH3890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3890_STAMPING: 1701 H 1948
 DH3890_MARK LOGO: MNHD  
 DH3890_PROJECTION: FLUSH
 DH3890_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3890+STABILITY: SURFACE MOTION
 DH3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3890+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 DH3890
 DH3890  HISTORY     - Date     Condition        Report By
 DH3890  HISTORY     - 1954     MONUMENTED       MNHD
 DH3890  HISTORY     - 20040630 GOOD             MNDT
 DH3890  HISTORY     - 20051018 GOOD             MNDT
 DH3890  HISTORY     - 20060517 GOOD             DUCKS
 DH3890
 DH3890                          STATION DESCRIPTION
 DH3890
 DH3890'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB)
 DH3890'2.4 MILES (3.9 KM) EAST OF JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DH3890'ROAD 5 IN STORDEN, AT  TRUNK HIGHWAY 30 MILEPOINT 65.7, AT SOUTHEAST
 DH3890'CORNER OF JUNCTION OF TRUNK HIGHWAY 30  AND 400TH AVENUE, 75.4 FEET
 DH3890'(23.0 M) SOUTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30  STATION
 DH3890'498+37, 32 FEET EAST OF 400TH AVENUE, 1.0 FOOT (0.3 M) WEST OF WITNESS
 DH3890'POST
 DH3890
 DH3890                          STATION RECOVERY (2005)
 DH3890
 DH3890'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 DH3890'RECOVERED AS DESCRIBED.
 DH3890
 DH3890                          STATION RECOVERY (2006)
 DH3890
 DH3890'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 DH3890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2712 ***********************************************************************
 DK2712  DESIGNATION -  1701 J
 DK2712  PID         -  DK2712
 DK2712  STATE/COUNTY-  MN/COTTONWOOD
 DK2712  COUNTRY     -  US
 DK2712  USGS QUAD   -  STORDEN (1967)
 DK2712
 DK2712                         *CURRENT SURVEY CONTROL
 DK2712  ______________________________________________________________________
 DK2712* NAD 83(1986) POSITION- 44 03 02.5    (N) 095 16 14.3    (W)   HD_HELD2  
 DK2712* NAVD 88 ORTHO HEIGHT -   447.426  (meters)    1467.93  (feet) ADJUSTED  
 DK2712  ______________________________________________________________________
 DK2712  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DK2712  DYNAMIC HEIGHT  -        447.340 (meters)     1467.65  (feet) COMP
 DK2712  MODELED GRAVITY -    980,412.8   (mgal)                       NAVD 88
 DK2712
 DK2712  VERT ORDER      -  SECOND    CLASS I
 DK2712
 DK2712.The horizontal coordinates were established by autonomous hand held GPS
 DK2712.observations and have an estimated accuracy of +/- 10 meters.
 DK2712.
 DK2712.The orthometric height was determined by differential leveling and
 DK2712.adjusted in June 2008.
 DK2712
 DK2712.No vertical observational check was made to the station.
 DK2712
 DK2712.Photographs are available for this station.
 DK2712
 DK2712.The dynamic height is computed by dividing the NAVD 88
 DK2712.geopotential number by the normal gravity value computed on the
 DK2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2712.degrees latitude (g = 980.6199 gals.).
 DK2712
 DK2712.The modeled gravity was interpolated from observed gravity values.
 DK2712
 DK2712;                    North         East    Units  Estimated Accuracy
 DK2712;SPC MN S     -   217,536.      698,183.      MT  (+/- 10 meters HH2 GPS)
 DK2712
 DK2712                          SUPERSEDED SURVEY CONTROL
 DK2712
 DK2712.No superseded survey control is available for this station.
 DK2712
 DK2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1810680010(NAD 83)
 DK2712
 DK2712_MARKER: DB = BENCH MARK DISK
 DK2712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2712_STAMPING: 1701 J 1948
 DK2712_MARK LOGO: MNHD  
 DK2712_PROJECTION: RECESSED 13 CENTIMETERS
 DK2712_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2712+STABILITY: SURFACE MOTION
 DK2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2712+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK2712
 DK2712  HISTORY     - Date     Condition        Report By
 DK2712  HISTORY     - 1948     MONUMENTED       MNHD
 DK2712  HISTORY     - 20051018 GOOD             MNDT
 DK2712
 DK2712                          STATION DESCRIPTION
 DK2712
 DK2712'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2712'3.37 MI (5.4 KM) WEST OF JEFFERS, 2.90 MI (4.7 KM) NORTHEAST ALONG
 DK2712'TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD
 DK2712'5 IN STORDEN, AT TRUNK HIGHWAY 30 MILE POINT 66.20, 77 FT (23.5 M)
 DK2712'NORTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION 572+37, AT
 DK2712'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2705 ***********************************************************************
 DK2705  DESIGNATION -  1701 K
 DK2705  PID         -  DK2705
 DK2705  STATE/COUNTY-  MN/COTTONWOOD
 DK2705  COUNTRY     -  US
 DK2705  USGS QUAD   -  STORDEN (1967)
 DK2705
 DK2705                         *CURRENT SURVEY CONTROL
 DK2705  ______________________________________________________________________
 DK2705* NAD 83(1986) POSITION- 44 03 01.0    (N) 095 15 02.1    (W)   HD_HELD2  
 DK2705* NAVD 88 ORTHO HEIGHT -   450.605  (meters)    1478.36  (feet) ADJUSTED  
 DK2705  ______________________________________________________________________
 DK2705  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DK2705  DYNAMIC HEIGHT  -        450.518 (meters)     1478.07  (feet) COMP
 DK2705  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DK2705
 DK2705  VERT ORDER      -  SECOND    CLASS I
 DK2705
 DK2705.The horizontal coordinates were established by autonomous hand held GPS
 DK2705.observations and have an estimated accuracy of +/- 10 meters.
 DK2705.
 DK2705.The orthometric height was determined by differential leveling and
 DK2705.adjusted in June 2008.
 DK2705
 DK2705.No vertical observational check was made to the station.
 DK2705
 DK2705.Photographs are available for this station.
 DK2705
 DK2705.The dynamic height is computed by dividing the NAVD 88
 DK2705.geopotential number by the normal gravity value computed on the
 DK2705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2705.degrees latitude (g = 980.6199 gals.).
 DK2705
 DK2705.The modeled gravity was interpolated from observed gravity values.
 DK2705
 DK2705;                    North         East    Units  Estimated Accuracy
 DK2705;SPC MN S     -   217,465.      699,789.      MT  (+/- 10 meters HH2 GPS)
 DK2705
 DK2705                          SUPERSEDED SURVEY CONTROL
 DK2705
 DK2705.No superseded survey control is available for this station.
 DK2705
 DK2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1971279919(NAD 83)
 DK2705
 DK2705_MARKER: DB = BENCH MARK DISK
 DK2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2705_STAMPING: 1701 K 1948
 DK2705_MARK LOGO: MNHD  
 DK2705_PROJECTION: RECESSED 13 CENTIMETERS
 DK2705_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2705+STABILITY: SURFACE MOTION
 DK2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2705+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK2705
 DK2705  HISTORY     - Date     Condition        Report By
 DK2705  HISTORY     - 1948     MONUMENTED       MNHD
 DK2705  HISTORY     - 20051018 GOOD             MNDT
 DK2705
 DK2705                          STATION DESCRIPTION
 DK2705
 DK2705'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2705'2.5 MI (4.0 KM) WEST OF JEFFERS, 2.5 MI (4.0 KM) WEST ALONG TRUNK
 DK2705'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DK2705'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 67.20, 76 FT (23.2 M) SOUTH OF
 DK2705'TRUNK HIGHWAY 30, AT TRUNK HIGHWAY 30 STATION 625+36, 17.0 FT (5.2 M)
 DK2705'EAST OF A FIELD ENTRANCE, 2.0 FT (0.6 M) WEST OF A FENCE CORNER, 0.7
 DK2705'FT (0.2 M) NORTH-NORTHEAST OF A WITNESS POST, ON FENCELINE SOUTH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2702 ***********************************************************************
 DK2702  DESIGNATION -  1701 N
 DK2702  PID         -  DK2702
 DK2702  STATE/COUNTY-  MN/COTTONWOOD
 DK2702  COUNTRY     -  US
 DK2702  USGS QUAD   -  JEFFERS (1980)
 DK2702
 DK2702                         *CURRENT SURVEY CONTROL
 DK2702  ______________________________________________________________________
 DK2702* NAD 83(1986) POSITION- 44 03 00.7    (N) 095 12 01.4    (W)   HD_HELD2  
 DK2702* NAVD 88 ORTHO HEIGHT -   449.458  (meters)    1474.60  (feet) ADJUSTED  
 DK2702  ______________________________________________________________________
 DK2702  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DK2702  DYNAMIC HEIGHT  -        449.370 (meters)     1474.31  (feet) COMP
 DK2702  MODELED GRAVITY -    980,409.1   (mgal)                       NAVD 88
 DK2702
 DK2702  VERT ORDER      -  SECOND    CLASS I
 DK2702
 DK2702.The horizontal coordinates were established by autonomous hand held GPS
 DK2702.observations and have an estimated accuracy of +/- 10 meters.
 DK2702.
 DK2702.The orthometric height was determined by differential leveling and
 DK2702.adjusted in June 2008.
 DK2702
 DK2702.No vertical observational check was made to the station.
 DK2702
 DK2702.Photographs are available for this station.
 DK2702
 DK2702.The dynamic height is computed by dividing the NAVD 88
 DK2702.geopotential number by the normal gravity value computed on the
 DK2702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2702.degrees latitude (g = 980.6199 gals.).
 DK2702
 DK2702.The modeled gravity was interpolated from observed gravity values.
 DK2702
 DK2702;                    North         East    Units  Estimated Accuracy
 DK2702;SPC MN S     -   217,395.      703,811.      MT  (+/- 10 meters HH2 GPS)
 DK2702
 DK2702                          SUPERSEDED SURVEY CONTROL
 DK2702
 DK2702.No superseded survey control is available for this station.
 DK2702
 DK2702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2373379801(NAD 83)
 DK2702
 DK2702_MARKER: DB = BENCH MARK DISK
 DK2702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2702_STAMPING: 1701 N 1948
 DK2702_MARK LOGO: MNHD  
 DK2702_PROJECTION: FLUSH
 DK2702_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2702+STABILITY: SURFACE MOTION
 DK2702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2702+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK2702
 DK2702  HISTORY     - Date     Condition        Report By
 DK2702  HISTORY     - 1948     MONUMENTED       MNHD
 DK2702  HISTORY     - 20051018 GOOD             MNDT
 DK2702
 DK2702                          STATION DESCRIPTION
 DK2702
 DK2702'DESCRIBED BY MN DEPT OF TRANSP 2005 (DVP)
 DK2702'AT SOUTHWEST EDGE OF JEFFERS, AT SOUTHWEST CORNER OF THE JUNCTION OF
 DK2702'TRUNK HIGHWAY 30 AND COUNTY ROAD 52 SOUTH, AT TRUNK HIGHWAY 30 MILE
 DK2702'POINT 69.70, 75 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 30, AT TRUNK
 DK2702'HIGHWAY 30 STATION 757+06, 54 FT (16.5 M) WEST OF COUNTY ROAD 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3891 ***********************************************************************
 DH3891  DESIGNATION -  1701 Q
 DH3891  PID         -  DH3891
 DH3891  STATE/COUNTY-  MN/COTTONWOOD
 DH3891  COUNTRY     -  US
 DH3891  USGS QUAD   -  JEFFERS (1980)
 DH3891
 DH3891                         *CURRENT SURVEY CONTROL
 DH3891  ______________________________________________________________________
 DH3891* NAD 83(2007) POSITION- 44 03 01.89273(N) 095 09 37.34138(W)   ADJUSTED  
 DH3891* NAD 83(2007) ELLIP HT-   415.501 (meters)        (02/10/07)   ADJUSTED
 DH3891* NAD 83(2007) EPOCH   -  2002.00
 DH3891* NAVD 88 ORTHO HEIGHT -   442.705  (meters)    1452.44  (feet) ADJUSTED  
 DH3891  ______________________________________________________________________
 DH3891  NAD 83(2007) X  -   -413,010.431 (meters)                     COMP
 DH3891  NAD 83(2007) Y  - -4,573,261.780 (meters)                     COMP
 DH3891  NAD 83(2007) Z  -  4,412,417.200 (meters)                     COMP
 DH3891  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC09
 DH3891  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DH3891  DYNAMIC HEIGHT  -        442.617 (meters)     1452.15  (feet) COMP
 DH3891  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 DH3891
 DH3891  VERT ORDER      -  SECOND    CLASS I
 DH3891
 DH3891  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3891  Type                                         Horiz  Ellip  Dist(km)
 DH3891  -------------------------------------------------------------------
 DH3891  NETWORK                                       0.63   0.67
 DH3891  -------------------------------------------------------------------
 DH3891  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.69      6.47
 DH3891  -------------------------------------------------------------------
 DH3891  NOTE: Click here for information on individual local accuracy
 DH3891  values and other accuracy information.
 DH3891
 DH3891
 DH3891.The horizontal coordinates were established by GPS observations
 DH3891.and adjusted by the National Geodetic Survey in February 2007.
 DH3891
 DH3891.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3891.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3891
 DH3891.The horizontal coordinates are valid at the epoch date displayed above
 DH3891.which is a decimal equivalence of Year/Month/Day.
 DH3891
 DH3891.The orthometric height was determined by differential leveling and
 DH3891.adjusted in June 2008.
 DH3891
 DH3891.No vertical observational check was made to the station.
 DH3891
 DH3891.Photographs are available for this station.
 DH3891
 DH3891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3891
 DH3891.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3891
 DH3891.The ellipsoidal height was determined by GPS observations
 DH3891.and is referenced to NAD 83.
 DH3891
 DH3891.The dynamic height is computed by dividing the NAVD 88
 DH3891.geopotential number by the normal gravity value computed on the
 DH3891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3891.degrees latitude (g = 980.6199 gals.).
 DH3891
 DH3891.The modeled gravity was interpolated from observed gravity values.
 DH3891
 DH3891. The following values were computed from the NAD 83(2007) position.
 DH3891
 DH3891;                    North         East     Units Scale Factor Converg.
 DH3891;SPC MN S     -   217,385.809   707,017.457   MT  0.99995283   -0 48 48.0
 DH3891;SPC MN S     -   713,206.61  2,319,606.44   sFT  0.99995283   -0 48 48.0
 DH3891;UTM  15      - 4,879,753.712   326,939.678   MT  0.99996836   -1 30 08.9
 DH3891
 DH3891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3891!SPC MN S     -   0.99993485  x   0.99995283  =   0.99988769
 DH3891!UTM  15      -   0.99993485  x   0.99996836  =   0.99990321
 DH3891
 DH3891                          SUPERSEDED SURVEY CONTROL
 DH3891
 DH3891  NAD 83(1996)-  44 03 01.89221(N)    095 09 37.34060(W) AD(       ) 1
 DH3891  ELLIP H (05/30/05)  415.537  (m)                       GP(       ) 3 2
 DH3891  NAVD 88 (05/30/05)  442.7    (m)  GEOID03 model used   GPS OBS        
 DH3891
 DH3891.Superseded values are not recommended for survey control.
 DH3891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3891.See file dsdata.txt to determine how the superseded data were derived.
 DH3891
 DH3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2693979753(NAD 83)
 DH3891
 DH3891_MARKER: DB = BENCH MARK DISK
 DH3891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3891_STAMPING: 1701 Q 1948
 DH3891_MARK LOGO: MNHD  
 DH3891_PROJECTION: FLUSH
 DH3891_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3891+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DH3891
 DH3891  HISTORY     - Date     Condition        Report By
 DH3891  HISTORY     - 1954     MONUMENTED       MNHD
 DH3891  HISTORY     - 20040630 GOOD             MNDT
 DH3891  HISTORY     - 20051018 GOOD             MNDT
 DH3891
 DH3891                          STATION DESCRIPTION
 DH3891
 DH3891'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB)
 DH3891'1.8 MILES (2.9 KM) EAST OF JEFFERS, 75 FEET (22.9 M) NORTH OF TRUNK
 DH3891'HIGHWAY 30, 44 FEET (13.4 M)  WEST OF 460TH AVENUE, AT TRUNK HIGHWAY
 DH3891'30 MILEPOINT 71.7, 32.3 FEET (9.8 M) NORTHWEST OF  WEST END OF METAL
 DH3891'CULVERT, 80.2 FEET (24.4 M) EAST OF POWER POLE, 0.6 FOOT SOUTH OF
 DH3891'WITNESS POST.
 DH3891
 DH3891                          STATION RECOVERY (2005)
 DH3891
 DH3891'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 DH3891'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1311 ***********************************************************************
 PQ1311  DESIGNATION -  1701 R
 PQ1311  PID         -  PQ1311
 PQ1311  STATE/COUNTY-  MN/COTTONWOOD
 PQ1311  COUNTRY     -  US
 PQ1311  USGS QUAD   -  JEFFERS (1980)
 PQ1311
 PQ1311                         *CURRENT SURVEY CONTROL
 PQ1311  ______________________________________________________________________
 PQ1311* NAD 83(1986) POSITION- 44 03 02.0    (N) 095 08 24.8    (W)   HD_HELD2  
 PQ1311* NAVD 88 ORTHO HEIGHT -   441.203  (meters)    1447.51  (feet) ADJUSTED  
 PQ1311  ______________________________________________________________________
 PQ1311  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PQ1311  DYNAMIC HEIGHT  -        441.116 (meters)     1447.23  (feet) COMP
 PQ1311  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 PQ1311
 PQ1311  VERT ORDER      -  SECOND    CLASS I
 PQ1311
 PQ1311.The horizontal coordinates were established by autonomous hand held GPS
 PQ1311.observations and have an estimated accuracy of +/- 10 meters.
 PQ1311.
 PQ1311.The orthometric height was determined by differential leveling and
 PQ1311.adjusted in June 1995.
 PQ1311
 PQ1311.Photographs are available for this station.
 PQ1311
 PQ1311.The dynamic height is computed by dividing the NAVD 88
 PQ1311.geopotential number by the normal gravity value computed on the
 PQ1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1311.degrees latitude (g = 980.6199 gals.).
 PQ1311
 PQ1311.The modeled gravity was interpolated from observed gravity values.
 PQ1311
 PQ1311;                    North         East    Units  Estimated Accuracy
 PQ1311;SPC MN S     -   217,366.      708,632.      MT  (+/- 10 meters HH2 GPS)
 PQ1311
 PQ1311                          SUPERSEDED SURVEY CONTROL
 PQ1311
 PQ1311.No superseded survey control is available for this station.
 PQ1311
 PQ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2855379714(NAD 83)
 PQ1311
 PQ1311_MARKER: DB = BENCH MARK DISK
 PQ1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1311_SP_SET: CONCRETE POST
 PQ1311_STAMPING: 1701 R 1948
 PQ1311_MARK LOGO: MNHD  
 PQ1311_PROJECTION: PROJECTING 3 CENTIMETERS
 PQ1311_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1311+STABILITY: SURFACE MOTION
 PQ1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1311+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 PQ1311
 PQ1311  HISTORY     - Date     Condition        Report By
 PQ1311  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1311  HISTORY     - 19810401 GOOD             MNDT
 PQ1311  HISTORY     - 20051018 GOOD             MNDT
 PQ1311
 PQ1311                          STATION DESCRIPTION
 PQ1311
 PQ1311'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1311'THE MARK IS LOCATED 2.8 MI (4.5 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 PQ1311'ITS JUNCTION WITH COURTHOUSE AVENUE IN JEFFERS AND IS NEAR HIGHWAY 30
 PQ1311'MILEPOINT 72.7 IN THE SE 1/4 OF SECTION 22, T107N, R36W.  THE MARK IS
 PQ1311'70.5 FT (21.5 M) NORTH OF AND 3 FT (0.9 M) LOWER THAN THE CENTERLINE
 PQ1311'OF HIGHWAY 30, 44 FT (13.4 M) WEST OF THE CENTER OF A TOWNSHIP ROAD,
 PQ1311'27.4 FT (8.4 M) SOUTHWEST OF A POWER POLE ON AN EAST-WEST LINE, 8.1
 PQ1311'FT (2.5 M) WEST OF POWER POLE NUMBER 314 AND 0.9 FT (0.3 M) SOUTH OF
 PQ1311'A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PQ1311'STAMPED---1701 R 1948---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 PQ1311'POST THAT PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 PQ1311
 PQ1311                          STATION RECOVERY (2005)
 PQ1311
 PQ1311'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 PQ1311'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1310 ***********************************************************************
 PQ1310  DESIGNATION -  1701 S
 PQ1310  PID         -  PQ1310
 PQ1310  STATE/COUNTY-  MN/COTTONWOOD
 PQ1310  COUNTRY     -  US
 PQ1310  USGS QUAD   -  JEFFERS (1980)
 PQ1310
 PQ1310                         *CURRENT SURVEY CONTROL
 PQ1310  ______________________________________________________________________
 PQ1310* NAD 83(1986) POSITION- 44 03 02.     (N) 095 07 46.     (W)   SCALED    
 PQ1310* NAVD 88 ORTHO HEIGHT -   436.159  (meters)    1430.97  (feet) ADJUSTED  
 PQ1310  ______________________________________________________________________
 PQ1310  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 PQ1310  DYNAMIC HEIGHT  -        436.072 (meters)     1430.68  (feet) COMP
 PQ1310  MODELED GRAVITY -    980,407.8   (mgal)                       NAVD 88
 PQ1310
 PQ1310  VERT ORDER      -  SECOND    CLASS I
 PQ1310
 PQ1310.The horizontal coordinates were scaled from a topographic map and have
 PQ1310.an estimated accuracy of +/- 6 seconds.
 PQ1310.
 PQ1310.The orthometric height was determined by differential leveling and
 PQ1310.adjusted in June 1995.
 PQ1310
 PQ1310.The dynamic height is computed by dividing the NAVD 88
 PQ1310.geopotential number by the normal gravity value computed on the
 PQ1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1310.degrees latitude (g = 980.6199 gals.).
 PQ1310
 PQ1310.The modeled gravity was interpolated from observed gravity values.
 PQ1310
 PQ1310;                    North         East    Units  Estimated Accuracy
 PQ1310;SPC MN S     -   217,350.      709,500.      MT  (+/- 180 meters Scaled)
 PQ1310
 PQ1310                          SUPERSEDED SURVEY CONTROL
 PQ1310
 PQ1310.No superseded survey control is available for this station.
 PQ1310
 PQ1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ294796(NAD 83)
 PQ1310
 PQ1310_MARKER: DB = BENCH MARK DISK
 PQ1310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1310_SP_SET: HEADWALL OF BOX CULVERT
 PQ1310_STAMPING: 1701 S 1969
 PQ1310_MARK LOGO: MNHD  
 PQ1310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1310+STABILITY: SURFACE MOTION
 PQ1310
 PQ1310  HISTORY     - Date     Condition        Report By
 PQ1310  HISTORY     - 1969     MONUMENTED       MNHD
 PQ1310  HISTORY     - 19810401 GOOD             MNDT
 PQ1310
 PQ1310                          STATION DESCRIPTION
 PQ1310
 PQ1310'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1310'THE MARK IS LOCATED 3.3 MI (5.3 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 PQ1310'ITS JUNCTION WITH COURTHOUSE AVENUE IN JEFFERS AND IS NEAR HIGHWAY 30
 PQ1310'MILEPOINT 73.2 IN THE NE 1/4 OF SECTION 26, T107N, R36W.  THE MARK IS
 PQ1310'41.5 FT (12.6 M) SOUTH OF AND 8 FT (2.4 M) LOWER THAN THE CENTERLINE
 PQ1310'OF HIGHWAY 30 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 12-FOOT BY
 PQ1310'12-FOOT DEEP BOX CULVERT UNDER HIGHWAY 30.  THE MARK, A STANDARD MNHD
 PQ1310'BENCH MARK DISK STAMPED---1701 S 1969---, IS CEMENTED IN A DRILL HOLE
 PQ1310'IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1309 ***********************************************************************
 PQ1309  DESIGNATION -  1701 T
 PQ1309  PID         -  PQ1309
 PQ1309  STATE/COUNTY-  MN/COTTONWOOD
 PQ1309  COUNTRY     -  US
 PQ1309  USGS QUAD   -  SANBORN SE (1967)
 PQ1309
 PQ1309                         *CURRENT SURVEY CONTROL
 PQ1309  ______________________________________________________________________
 PQ1309* NAD 83(1986) POSITION- 44 03 00.2    (N) 095 07 14.2    (W)   HD_HELD2  
 PQ1309* NAVD 88 ORTHO HEIGHT -   440.095  (meters)    1443.88  (feet) ADJUSTED  
 PQ1309  ______________________________________________________________________
 PQ1309  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PQ1309  DYNAMIC HEIGHT  -        440.008 (meters)     1443.59  (feet) COMP
 PQ1309  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 PQ1309
 PQ1309  VERT ORDER      -  SECOND    CLASS I
 PQ1309
 PQ1309.The horizontal coordinates were established by autonomous hand held GPS
 PQ1309.observations and have an estimated accuracy of +/- 10 meters.
 PQ1309.
 PQ1309.The orthometric height was determined by differential leveling and
 PQ1309.adjusted in June 1995.
 PQ1309
 PQ1309.Photographs are available for this station.
 PQ1309
 PQ1309.The dynamic height is computed by dividing the NAVD 88
 PQ1309.geopotential number by the normal gravity value computed on the
 PQ1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1309.degrees latitude (g = 980.6199 gals.).
 PQ1309
 PQ1309.The modeled gravity was interpolated from observed gravity values.
 PQ1309
 PQ1309;                    North         East    Units  Estimated Accuracy
 PQ1309;SPC MN S     -   217,289.      710,203.      MT  (+/- 10 meters HH2 GPS)
 PQ1309
 PQ1309                          SUPERSEDED SURVEY CONTROL
 PQ1309
 PQ1309.No superseded survey control is available for this station.
 PQ1309
 PQ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3012379618(NAD 83)
 PQ1309
 PQ1309_MARKER: DB = BENCH MARK DISK
 PQ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1309_SP_SET: CONCRETE POST
 PQ1309_STAMPING: 1701 T 1948
 PQ1309_MARK LOGO: MNHD  
 PQ1309_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1309+STABILITY: SURFACE MOTION
 PQ1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1309+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 PQ1309
 PQ1309  HISTORY     - Date     Condition        Report By
 PQ1309  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1309  HISTORY     - 19810401 GOOD             MNDT
 PQ1309  HISTORY     - 20051018 GOOD             MNDT
 PQ1309
 PQ1309                          STATION DESCRIPTION
 PQ1309
 PQ1309'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1309'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT AT JUNCTION OF TRUNK
 PQ1309'HIGHWAYS 71 AND 30 EAST OF JEFFERS AND IS NEAR HIGHWAY 71 MILEPOINT
 PQ1309'41.2 NEAR THE NE CORNER OF SECTION 26, T107N, R36W.  THE MARK IS
 PQ1309'137.5 FT (41.9 M) WEST OF AND 2 FT (0.6 M) LOWER THAN THE CENTERLINE
 PQ1309'OF HIGHWAY 71, 105.5 FT (32.2 M) WEST OF A STEEL ARC LIGHT POLE, 90
 PQ1309'FT (27.4 M) SOUTHWEST OF A STEEL POST FOR A FLASHING RED WARNING
 PQ1309'LIGHT, 72 FT (21.9 M) SOUTH OF THE CENTERLINE OF HIGHWAY 30 AND 0.7
 PQ1309'FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 PQ1309'BENCH MARK DISK STAMPED---1701 T 1948---, IS SET IN THE TOP OF A
 PQ1309'MAGNETIC CONCRETE POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF
 PQ1309'THE GROUND.
 PQ1309
 PQ1309                          STATION RECOVERY (2005)
 PQ1309
 PQ1309'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 PQ1309'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2699 ***********************************************************************
 DK2699  DESIGNATION -  1701 Y
 DK2699  PID         -  DK2699
 DK2699  STATE/COUNTY-  MN/COTTONWOOD
 DK2699  COUNTRY     -  US
 DK2699  USGS QUAD   -  JEFFERS (1980)
 DK2699
 DK2699                         *CURRENT SURVEY CONTROL
 DK2699  ______________________________________________________________________
 DK2699* NAD 83(1986) POSITION- 44 03 01.0    (N) 095 07 46.8    (W)   HD_HELD2  
 DK2699* NAVD 88 ORTHO HEIGHT -   437.605  (meters)    1435.71  (feet) ADJUSTED  
 DK2699  ______________________________________________________________________
 DK2699  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DK2699  DYNAMIC HEIGHT  -        437.519 (meters)     1435.43  (feet) COMP
 DK2699  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 DK2699
 DK2699  VERT ORDER      -  SECOND    CLASS I
 DK2699
 DK2699.The horizontal coordinates were established by autonomous hand held GPS
 DK2699.observations and have an estimated accuracy of +/- 10 meters.
 DK2699.
 DK2699.The orthometric height was determined by differential leveling and
 DK2699.adjusted in June 2008.
 DK2699
 DK2699.Photographs are available for this station.
 DK2699
 DK2699.The dynamic height is computed by dividing the NAVD 88
 DK2699.geopotential number by the normal gravity value computed on the
 DK2699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2699.degrees latitude (g = 980.6199 gals.).
 DK2699
 DK2699.The modeled gravity was interpolated from observed gravity values.
 DK2699
 DK2699;                    North         East    Units  Estimated Accuracy
 DK2699;SPC MN S     -   217,324.      709,477.      MT  (+/- 10 meters HH2 GPS)
 DK2699
 DK2699                          SUPERSEDED SURVEY CONTROL
 DK2699
 DK2699.No superseded survey control is available for this station.
 DK2699
 DK2699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2939879662(NAD 83)
 DK2699
 DK2699_MARKER: DD = SURVEY DISK
 DK2699_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK2699_SP_SET: BOX CULVERT HEADWALL
 DK2699_STAMPING: 1701 Y 2005
 DK2699_MARK LOGO: MNDT  
 DK2699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2699+STABILITY: SURFACE MOTION
 DK2699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2699+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2699
 DK2699  HISTORY     - Date     Condition        Report By
 DK2699  HISTORY     - 2005     MONUMENTED       MNDT
 DK2699
 DK2699                          STATION DESCRIPTION
 DK2699
 DK2699'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2699'3.0 MI (4.8 KM) EAST OF JEFFERS IN HEADWALL BOX CULVERT IN NORTHEAST
 DK2699'CORNER OF TRUNK HIGHWAY 30 CULVERT NUMBER 8166 OVER LITTLE COTTONWOOD
 DK2699'RIVER, 3.3 MI (5.3 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION
 DK2699'OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN JEFFERS, AT TRUNK HIGHWAY 30
 DK2699'MILE POINT 73.2, 41.2 FT (12.6 M) SOUTH OF TRUNK HIGHWAY 30.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2700 ***********************************************************************
 DK2700  DESIGNATION -  1701 Z
 DK2700  PID         -  DK2700
 DK2700  STATE/COUNTY-  MN/COTTONWOOD
 DK2700  COUNTRY     -  US
 DK2700  USGS QUAD   -  JEFFERS (1980)
 DK2700
 DK2700                         *CURRENT SURVEY CONTROL
 DK2700  ______________________________________________________________________
 DK2700* NAD 83(1986) POSITION- 44 03 00.7    (N) 095 10 49.3    (W)   HD_HELD2  
 DK2700* NAVD 88 ORTHO HEIGHT -   447.424  (meters)    1467.92  (feet) ADJUSTED  
 DK2700  ______________________________________________________________________
 DK2700  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DK2700  DYNAMIC HEIGHT  -        447.336 (meters)     1467.63  (feet) COMP
 DK2700  MODELED GRAVITY -    980,408.6   (mgal)                       NAVD 88
 DK2700
 DK2700  VERT ORDER      -  SECOND    CLASS I
 DK2700
 DK2700.The horizontal coordinates were established by autonomous hand held GPS
 DK2700.observations and have an estimated accuracy of +/- 10 meters.
 DK2700.
 DK2700.The orthometric height was determined by differential leveling and
 DK2700.adjusted in June 2008.
 DK2700
 DK2700.No vertical observational check was made to the station.
 DK2700
 DK2700.Photographs are available for this station.
 DK2700
 DK2700.The dynamic height is computed by dividing the NAVD 88
 DK2700.geopotential number by the normal gravity value computed on the
 DK2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2700.degrees latitude (g = 980.6199 gals.).
 DK2700
 DK2700.The modeled gravity was interpolated from observed gravity values.
 DK2700
 DK2700;                    North         East    Units  Estimated Accuracy
 DK2700;SPC MN S     -   217,372.      705,415.      MT  (+/- 10 meters HH2 GPS)
 DK2700
 DK2700                          SUPERSEDED SURVEY CONTROL
 DK2700
 DK2700.No superseded survey control is available for this station.
 DK2700
 DK2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2533779759(NAD 83)
 DK2700
 DK2700_MARKER: DD = SURVEY DISK
 DK2700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2700_STAMPING: 1701 Z 2005
 DK2700_MARK LOGO: MNDT  
 DK2700_PROJECTION: RECESSED 10 CENTIMETERS
 DK2700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2700+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2700_ROD/PIPE-DEPTH:  6.1 meters
 DK2700
 DK2700  HISTORY     - Date     Condition        Report By
 DK2700  HISTORY     - 2005     MONUMENTED       MNDT
 DK2700
 DK2700                          STATION DESCRIPTION
 DK2700
 DK2700'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2700'0.5 MI (0.8 KM) SOUTHEAST OF JEFFERS, 0.5 MI (0.8 KM) EAST ALONG TRUNK
 DK2700'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 52 IN
 DK2700'JEFFERS, AT TRUNK HIGHWAY 30 MILE POINT 70.70, 72.4 FT (22.1 M) SOUTH
 DK2700'OF TRUNK HIGHWAY 30, 52.5 FT (16.0 M) WEST OF COUNTY ROAD 4, 5.7 FT
 DK2700'(1.7 M) SOUTHWEST OF CABLE PEDESTAL NUMBER A7A, 1.0 FT (0.3 M) NORTH
 DK2700'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1314 ***********************************************************************
 PQ1314  DESIGNATION -  1702 A
 PQ1314  PID         -  PQ1314
 PQ1314  STATE/COUNTY-  MN/COTTONWOOD
 PQ1314  COUNTRY     -  US
 PQ1314  USGS QUAD   -  SANBORN SE (1967)
 PQ1314
 PQ1314                         *CURRENT SURVEY CONTROL
 PQ1314  ______________________________________________________________________
 PQ1314* NAD 83(1986) POSITION- 44 03 01.     (N) 095 05 58.     (W)   SCALED    
 PQ1314* NAVD 88 ORTHO HEIGHT -   435.150  (meters)    1427.65  (feet) ADJUSTED  
 PQ1314  ______________________________________________________________________
 PQ1314  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PQ1314  DYNAMIC HEIGHT  -        435.064 (meters)     1427.37  (feet) COMP
 PQ1314  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 PQ1314
 PQ1314  VERT ORDER      -  SECOND    CLASS I
 PQ1314
 PQ1314.The horizontal coordinates were scaled from a topographic map and have
 PQ1314.an estimated accuracy of +/- 6 seconds.
 PQ1314.
 PQ1314.The orthometric height was determined by differential leveling and
 PQ1314.adjusted in June 1995.
 PQ1314
 PQ1314.The dynamic height is computed by dividing the NAVD 88
 PQ1314.geopotential number by the normal gravity value computed on the
 PQ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1314.degrees latitude (g = 980.6199 gals.).
 PQ1314
 PQ1314.The modeled gravity was interpolated from observed gravity values.
 PQ1314
 PQ1314;                    North         East    Units  Estimated Accuracy
 PQ1314;SPC MN S     -   217,290.      711,900.      MT  (+/- 180 meters Scaled)
 PQ1314
 PQ1314                          SUPERSEDED SURVEY CONTROL
 PQ1314
 PQ1314.No superseded survey control is available for this station.
 PQ1314
 PQ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ318795(NAD 83)
 PQ1314
 PQ1314_MARKER: DB = BENCH MARK DISK
 PQ1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1314_SP_SET: CONCRETE POST
 PQ1314_STAMPING: 1702 A 1958 1426.725
 PQ1314_MARK LOGO: MNHD  
 PQ1314_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1314+STABILITY: SURFACE MOTION
 PQ1314
 PQ1314  HISTORY     - Date     Condition        Report By
 PQ1314  HISTORY     - 1958     MONUMENTED       MNHD
 PQ1314  HISTORY     - 19810401 GOOD             MNDT
 PQ1314
 PQ1314                          STATION DESCRIPTION
 PQ1314
 PQ1314'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1314'THE MARK IS LOCATED 4.8 MI (7.7 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 PQ1314'ITS JUNCTION WITH COURTHOUSE AVENUE IN JEFFERS AND IS NEAR HIGHWAY 30
 PQ1314'MILEPOINT 74.7 IN THE NW 1/4 OF SECTION 30, T107N, R35W.  THE MARK IS
 PQ1314'168 FT (51.2 M) SOUTH OF THE CENTERLINE OF HIGHWAY 30, 70.2 FT (21.4
 PQ1314'M) SOUTHEAST OF A REA POWER POLE NUMBERED 6-25 E-1, 34 FT (10.4 M)
 PQ1314'EAST OF A GRAVEL ROAD ON THE COTTONWOOD-BROWN COUNTY LINE, 7 FT (2.1
 PQ1314'M) NORTH OF A RIGHT-OF-WAY FENCE AND 0.4 FT (0.1 M) NORTH OF A STEEL
 PQ1314'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PQ1314'STAMPED---1702 A 1958 1426.725---, IS SET IN THE TOP OF A MAGNETIC
 PQ1314'CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1313 ***********************************************************************
 PQ1313  DESIGNATION -  1702 A 1
 PQ1313  PID         -  PQ1313
 PQ1313  STATE/COUNTY-  MN/COTTONWOOD
 PQ1313  COUNTRY     -  US
 PQ1313  USGS QUAD   -  SANBORN SE (1967)
 PQ1313
 PQ1313                         *CURRENT SURVEY CONTROL
 PQ1313  ______________________________________________________________________
 PQ1313* NAD 83(1986) POSITION- 44 03 01.     (N) 095 06 34.     (W)   SCALED    
 PQ1313* NAVD 88 ORTHO HEIGHT -   435.191  (meters)    1427.79  (feet) ADJUSTED  
 PQ1313  ______________________________________________________________________
 PQ1313  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 PQ1313  DYNAMIC HEIGHT  -        435.105 (meters)     1427.51  (feet) COMP
 PQ1313  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 PQ1313
 PQ1313  VERT ORDER      -  SECOND    CLASS I
 PQ1313
 PQ1313.The horizontal coordinates were scaled from a topographic map and have
 PQ1313.an estimated accuracy of +/- 6 seconds.
 PQ1313.
 PQ1313.The orthometric height was determined by differential leveling and
 PQ1313.adjusted in June 1995.
 PQ1313
 PQ1313.The dynamic height is computed by dividing the NAVD 88
 PQ1313.geopotential number by the normal gravity value computed on the
 PQ1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1313.degrees latitude (g = 980.6199 gals.).
 PQ1313
 PQ1313.The modeled gravity was interpolated from observed gravity values.
 PQ1313
 PQ1313;                    North         East    Units  Estimated Accuracy
 PQ1313;SPC MN S     -   217,300.      711,100.      MT  (+/- 180 meters Scaled)
 PQ1313
 PQ1313                          SUPERSEDED SURVEY CONTROL
 PQ1313
 PQ1313.No superseded survey control is available for this station.
 PQ1313
 PQ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ310796(NAD 83)
 PQ1313
 PQ1313_MARKER: DV = VERTICAL CONTROL DISK
 PQ1313_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1313_SP_SET: ALUMINUM ALLOY ROD
 PQ1313_STAMPING: 1702 A 1 1981
 PQ1313_MARK LOGO: MNDT  
 PQ1313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1313
 PQ1313  HISTORY     - Date     Condition        Report By
 PQ1313  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1313
 PQ1313                          STATION DESCRIPTION
 PQ1313
 PQ1313'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1313'THE MARK IS LOCATED 4.3 MI (6.9 KM) EAST ALONG TRUNK HIGHWAY 30 FROM
 PQ1313'ITS JUNCTION WITH COURTHOUSE AVENUE IN JEFFERS AND IS NEAR HIGHWAY 30
 PQ1313'MILEPOINT 74.2 NEAR THE N 1/4 CORNER OF SECTION 25, T107N, R35W.  THE
 PQ1313'MARK IS 160.6 FT (49.0 M) EAST-SOUTHEAST OF THE SOUTH END OF A
 PQ1313'60-INCH CONCRETE CULVERT UNDER HIGHWAY 30, 75.5 FT (23.0 M) SOUTH OF
 PQ1313'AND 6 FT (1.8 M) LOWER THAN THE CENTERLINE OF HIGHWAY 30 AND 0.7 FT
 PQ1313'(0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PQ1313'VERTICAL CONTROL MARK DISK STAMPED ---1702 A 1 1981---, IS FASTENED
 PQ1313'TO THE TOP OF A DRIVEN 5/8-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 PQ1313'ALLOY ROD PROJECTING 6 INCHES ABOVE GROUND LEVEL.  THE DISK IS
 PQ1313'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3892 ***********************************************************************
 DH3892  DESIGNATION -  1702 G
 DH3892  PID         -  DH3892
 DH3892  STATE/COUNTY-  MN/COTTONWOOD
 DH3892  COUNTRY     -  US
 DH3892  USGS QUAD   -  SANBORN SE (1967)
 DH3892
 DH3892                         *CURRENT SURVEY CONTROL
 DH3892  ______________________________________________________________________
 DH3892* NAD 83(2007) POSITION- 44 02 59.45774(N) 095 02 23.09582(W)   ADJUSTED  
 DH3892* NAD 83(2007) ELLIP HT-   372.981 (meters)        (02/10/07)   ADJUSTED
 DH3892* NAD 83(2007) EPOCH   -  2002.00
 DH3892* NAVD 88 ORTHO HEIGHT -   400.4    (meters)    1314.    (feet) GPS OBS   
 DH3892  ______________________________________________________________________
 DH3892  NAD 83(2007) X  -   -403,383.424 (meters)                     COMP
 DH3892  NAD 83(2007) Y  - -4,574,142.762 (meters)                     COMP
 DH3892  NAD 83(2007) Z  -  4,412,333.617 (meters)                     COMP
 DH3892  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC09
 DH3892  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DH3892
 DH3892  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3892  Type                                         Horiz  Ellip  Dist(km)
 DH3892  -------------------------------------------------------------------
 DH3892  NETWORK                                       0.72   0.74
 DH3892  -------------------------------------------------------------------
 DH3892  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.79   0.78      9.67
 DH3892  -------------------------------------------------------------------
 DH3892  NOTE: Click here for information on individual local accuracy
 DH3892  values and other accuracy information.
 DH3892
 DH3892
 DH3892.The horizontal coordinates were established by GPS observations
 DH3892.and adjusted by the National Geodetic Survey in February 2007.
 DH3892
 DH3892.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3892.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3892
 DH3892.The horizontal coordinates are valid at the epoch date displayed above
 DH3892.which is a decimal equivalence of Year/Month/Day.
 DH3892
 DH3892.The orthometric height was determined by GPS observations and a
 DH3892.high-resolution geoid model.
 DH3892
 DH3892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3892
 DH3892.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3892
 DH3892.The ellipsoidal height was determined by GPS observations
 DH3892.and is referenced to NAD 83.
 DH3892
 DH3892. The following values were computed from the NAD 83(2007) position.
 DH3892
 DH3892;                    North         East     Units Scale Factor Converg.
 DH3892;SPC MN S     -   217,180.584   716,681.728   MT  0.99995292   -0 43 43.6
 DH3892;SPC MN S     -   712,533.30  2,351,313.30   sFT  0.99995292   -0 43 43.6
 DH3892;UTM  15      - 4,879,432.219   336,600.735   MT  0.99992838   -1 25 06.7
 DH3892
 DH3892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3892!SPC MN S     -   0.99994152  x   0.99995292  =   0.99989444
 DH3892!UTM  15      -   0.99994152  x   0.99992838  =   0.99986990
 DH3892
 DH3892                          SUPERSEDED SURVEY CONTROL
 DH3892
 DH3892  NAD 83(1996)-  44 02 59.45718(N)    095 02 23.09504(W) AD(       ) 1
 DH3892  ELLIP H (05/30/05)  373.018  (m)                       GP(       ) 3 2
 DH3892  NAVD 88 (05/30/05)  400.4    (m)  GEOID03 model used   GPS OBS        
 DH3892
 DH3892.Superseded values are not recommended for survey control.
 DH3892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3892.See file dsdata.txt to determine how the superseded data were derived.
 DH3892
 DH3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3660079432(NAD 83)
 DH3892
 DH3892_MARKER: DB = BENCH MARK DISK
 DH3892_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3892_STAMPING: 1702 G 1958
 DH3892_MARK LOGO: MNHD  
 DH3892_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH3892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3892+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DH3892
 DH3892  HISTORY     - Date     Condition        Report By
 DH3892  HISTORY     - 1958     MONUMENTED       MNHD
 DH3892  HISTORY     - 20040625 GOOD             MNDT
 DH3892  HISTORY     - 20050719 GOOD             MNDT
 DH3892
 DH3892                          STATION DESCRIPTION
 DH3892
 DH3892'DESCRIBED BY MN DEPT OF TRANSP 2004 (KB)
 DH3892'4.4 MILES NORTHEAST OF DELFT, 4.0 MILES (6.4 KM) EAST ALONG TRUNK
 DH3892'HIGHWAY 30 FROM THE  JUNCTION OF TRUNK HIGHWAY 71, 7.5 MILES EAST OF
 DH3892'JEFFERS , AT TRUNK HIGHWAY 30 MILEPOINT  77.7, IN THE SOUTHEAST
 DH3892'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 30 AND COUNTY  ROAD 45,
 DH3892'201.2 FEET (61.3 M) SOUTH OF TRUNK HIGHWAY 30, 37.6 FEET (11.5 M) EAST
 DH3892'OF COUNTY  ROAD 45, 0.7 FOOT (21.3 CM) WEST OF WITNESS POST, FLUSH,
 DH3892'MAGNETIC.
 DH3892
 DH3892                          STATION RECOVERY (2005)
 DH3892
 DH3892'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 DH3892'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DH3892'THE MARK IS 4.0 MILES (6.4 KM) NORTH AND 2.0 MILES (3.2 KM) EAST OF
 DH3892'DELFT, 4.0 MILES (6.4 KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE
 DH3892'JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 71 (3.5 MILES EAST OF
 DH3892'JEFFERS) , AT TRUNK HIGHWAY 30 MILEPOINT 77.7, IN THE SOUTHEAST
 DH3892'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 45,
 DH3892'201.2 FEET (61.3 M) SOUTH OF TRUNK HIGHWAY 30, 37.6 FEET (11.5 M) EAST
 DH3892'OF COUNTY ROAD 45, 0.7 FEET (21.3 CM) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3893 ***********************************************************************
 DH3893  DESIGNATION -  1702 Q
 DH3893  PID         -  DH3893
 DH3893  STATE/COUNTY-  MN/COTTONWOOD
 DH3893  COUNTRY     -  US
 DH3893  USGS QUAD   -  COMFREY (1967)
 DH3893
 DH3893                         *CURRENT SURVEY CONTROL
 DH3893  ______________________________________________________________________
 DH3893* NAD 83(2007) POSITION- 44 03 01.31990(N) 094 54 34.07859(W)   ADJUSTED  
 DH3893* NAD 83(2007) ELLIP HT-   336.213 (meters)        (02/10/07)   ADJUSTED
 DH3893* NAD 83(2007) EPOCH   -  2002.00
 DH3893* NAVD 88 ORTHO HEIGHT -   363.8    (meters)    1194.    (feet) GPS OBS   
 DH3893  ______________________________________________________________________
 DH3893  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3893  GEOID HEIGHT    -        -27.55  (meters)                     GEOID03
 DH3893  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DH3893  NAD 83(2007) X  -   -392,975.749 (meters)                     COMP
 DH3893  NAD 83(2007) Y  - -4,574,982.026 (meters)                     COMP
 DH3893  NAD 83(2007) Z  -  4,412,349.364 (meters)                     COMP
 DH3893  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC09
 DH3893
 DH3893  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3893  Type                                         Horiz  Ellip  Dist(km)
 DH3893  -------------------------------------------------------------------
 DH3893  NETWORK                                       0.43   0.51
 DH3893  -------------------------------------------------------------------
 DH3893  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.36   0.41      7.01
 DH3893  -------------------------------------------------------------------
 DH3893  NOTE: Click here for information on individual local accuracy
 DH3893  values and other accuracy information.
 DH3893
 DH3893
 DH3893.The horizontal coordinates were established by GPS observations
 DH3893.and adjusted by the National Geodetic Survey in February 2007.
 DH3893
 DH3893.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3893.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3893
 DH3893.The horizontal coordinates are valid at the epoch date displayed above
 DH3893.which is a decimal equivalence of Year/Month/Day.
 DH3893
 DH3893.The orthometric height was determined by GPS observations and a
 DH3893.high-resolution geoid model.
 DH3893
 DH3893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3893
 DH3893.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3893
 DH3893.The ellipsoidal height was determined by GPS observations
 DH3893.and is referenced to NAD 83.
 DH3893
 DH3893. The following values were computed from the NAD 83(2007) position.
 DH3893
 DH3893;                    North         East     Units Scale Factor Converg.
 DH3893;SPC MN S     -   217,113.579   727,121.849   MT  0.99995285   -0 38 14.9
 DH3893;SPC MN S     -   712,313.47  2,385,565.60   sFT  0.99995285   -0 38 14.9
 DH3893;UTM  15      - 4,879,239.489   347,038.821   MT  0.99988777   -1 19 40.4
 DH3893
 DH3893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3893!SPC MN S     -   0.99994728  x   0.99995285  =   0.99990014
 DH3893!UTM  15      -   0.99994728  x   0.99988777  =   0.99983506
 DH3893
 DH3893                          SUPERSEDED SURVEY CONTROL
 DH3893
 DH3893  NAD 83(1996)-  44 03 01.31924(N)    094 54 34.07781(W) AD(       ) 1
 DH3893  ELLIP H (05/30/05)  336.245  (m)                       GP(       ) 3 2
 DH3893
 DH3893.Superseded values are not recommended for survey control.
 DH3893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3893.See file dsdata.txt to determine how the superseded data were derived.
 DH3893
 DH3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4703879239(NAD 83)
 DH3893
 DH3893_MARKER: DB = BENCH MARK DISK
 DH3893_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3893_STAMPING: 1702 Q 1958
 DH3893_MARK LOGO: MNHD  
 DH3893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH3893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3893+STABILITY: SURFACE MOTION
 DH3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3893+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 DH3893
 DH3893  HISTORY     - Date     Condition        Report By
 DH3893  HISTORY     - 1958     MONUMENTED       MNHD
 DH3893  HISTORY     - 20050209 GOOD             MNDT
 DH3893
 DH3893                          STATION DESCRIPTION
 DH3893
 DH3893'DESCRIBED BY MN DEPT OF TRANSP 2005 (FTR)
 DH3893'3.5 MILES (5.6 KM) WEST OF DARFUR, 3.5 MILES (5.6 KM) WEST OF JUNCTION
 DH3893'OF TRUNK HIGHWAY 30  AND COUNTY ROAD 4 IN DARFUR, AT TRUNK HIGHWAY 30
 DH3893'MILEPOINT 84.15, AT TRUNK HIGHWAY 30  STATION 553+73, 88 FEET (26.8 M)
 DH3893'NORTH OF TRUNK HIGHWAY 30, ON FENCELINE NORTH, 0.6 FOOT  (18.3 CM)
 DH3893'SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0381 ***********************************************************************
 OP0381  DESIGNATION -  1703 A RESET
 OP0381  PID         -  OP0381
 OP0381  STATE/COUNTY-  MN/COTTONWOOD
 OP0381  COUNTRY     -  US
 OP0381  USGS QUAD   -  WINDOM (1970)
 OP0381
 OP0381                         *CURRENT SURVEY CONTROL
 OP0381  ______________________________________________________________________
 OP0381* NAD 83(1986) POSITION- 43 51 30.     (N) 095 06 54.     (W)   SCALED    
 OP0381* NAVD 88 ORTHO HEIGHT -   413.671  (meters)    1357.19  (feet) ADJUSTED  
 OP0381  ______________________________________________________________________
 OP0381  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 OP0381  DYNAMIC HEIGHT  -        413.581 (meters)     1356.89  (feet) COMP
 OP0381  MODELED GRAVITY -    980,390.4   (mgal)                       NAVD 88
 OP0381
 OP0381  VERT ORDER      -  SECOND    CLASS 0
 OP0381
 OP0381.The horizontal coordinates were scaled from a topographic map and have
 OP0381.an estimated accuracy of +/- 6 seconds.
 OP0381.
 OP0381.The orthometric height was determined by differential leveling and
 OP0381.adjusted in June 1991.
 OP0381
 OP0381.Photographs are available for this station.
 OP0381
 OP0381.The dynamic height is computed by dividing the NAVD 88
 OP0381.geopotential number by the normal gravity value computed on the
 OP0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0381.degrees latitude (g = 980.6199 gals.).
 OP0381
 OP0381.The modeled gravity was interpolated from observed gravity values.
 OP0381
 OP0381;                    North         East    Units  Estimated Accuracy
 OP0381;SPC MN S     -   195,980.      710,360.      MT  (+/- 180 meters Scaled)
 OP0381
 OP0381                          SUPERSEDED SURVEY CONTROL
 OP0381
 OP0381  NGVD 29 (??/??/92)  413.533  (m)         1356.73   (f) ADJ UNCH    2 0
 OP0381
 OP0381.Superseded values are not recommended for survey control.
 OP0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0381.See file dsdata.txt to determine how the superseded data were derived.
 OP0381
 OP0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300583(NAD 83)
 OP0381
 OP0381_MARKER: DB = BENCH MARK DISK
 OP0381_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0381_SP_SET: BRIDGE ABUTMENT
 OP0381_STAMPING: 1703 A RESET 1972
 OP0381_MARK LOGO: MNHD  
 OP0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0381
 OP0381  HISTORY     - Date     Condition        Report By
 OP0381  HISTORY     - 1972     MONUMENTED       MNHD
 OP0381  HISTORY     - 1980     GOOD             MNDT
 OP0381  HISTORY     - 19810401 GOOD             MNDT
 OP0381
 OP0381                          STATION DESCRIPTION
 OP0381
 OP0381'DESCRIBED BY MN HIGHWAY DEPT 1972
 OP0381'0.25 MI S FROM WINDOM.
 OP0381'MARK IS LOCATED 0.25 MILES SOUTH ALONG T.H. 60 FROM THE JUNCTION OF
 OP0381'T.H. 60 AND T.H. 62 IN WINDOM, 0.25 MILES NORTH OF THE SOUTH JUNCTION
 OP0381'OF T.H.S 60 AND 71, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO.
 OP0381'17001, T.H. 60 OVER THE WEST FORK OF THE DES MOINES RIVER.  NW 1/4
 OP0381'SECTION 36, T 105, R 36.  NOTE-- BM 1703-A 1948 WAS SET IN BRIDGE NO.
 OP0381'6423 WHICH HAS BEEN REPLACED BY BRIDGE NO. 17001 AND BM 1703-A RESET
 OP0381'1972.
 OP0381
 OP0381                          STATION RECOVERY (1980)
 OP0381
 OP0381'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0381'0.25 MILES SOUTH ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND T.H.
 OP0381'62 IN WINDOM, 0.25 MILES NORTH OF THE SOUTH JUNCTION OF T.H.'S 60 AND
 OP0381'171, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO. 17001, T.H. 60
 OP0381'OVER THE WEST FORK OF THE DES MOINES RIVER. NOTE: BM 1703-A 1948 WAS
 OP0381'SET IN BRIDGE NO. 6423 WHICH HAS BEEN REPLACED BY BRIDGE 17001 AND BM
 OP0381'1703-A RESET 1972.
 OP0381
 OP0381                          STATION RECOVERY (1981)
 OP0381
 OP0381'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0381'THE MARK IS LOCATED 0.3 MI (0.5 KM) NORTH OF THE SOUTH JUNCTION OF
 OP0381'TRUNK HIGHWAYS 60 AND 71 IN WINDOM IN THE NW 1/4 OF SECTION 36,
 OP0381'T105N, R36W.  THE MARK IS 28.5 FT (8.7 M) EAST OF AND ABOUT LEVEL
 OP0381'WITH THE CENTERLINE OF HIGHWAYS 60 AND 71 IN THE ABUTMENT IN THE
 OP0381'SOUTHEAST CORNER OF BRIDGE NUMBER 17001 OVER THE DES MOINES RIVER.
 OP0381'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1703 A RESET
 OP0381'1972---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0389 ***********************************************************************
 OP0389  DESIGNATION -  1703 B
 OP0389  PID         -  OP0389
 OP0389  STATE/COUNTY-  MN/COTTONWOOD
 OP0389  COUNTRY     -  US
 OP0389  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0389
 OP0389                         *CURRENT SURVEY CONTROL
 OP0389  ______________________________________________________________________
 OP0389* NAD 83(1986) POSITION- 43 53 05.95   (N) 095 05 58.61   (W)   HD_HELD1  
 OP0389* NAVD 88 ORTHO HEIGHT -   420.950  (meters)    1381.07  (feet) ADJUSTED  
 OP0389  ______________________________________________________________________
 OP0389  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 OP0389  DYNAMIC HEIGHT  -        420.860 (meters)     1380.77  (feet) COMP
 OP0389  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 OP0389
 OP0389  VERT ORDER      -  SECOND    CLASS 0
 OP0389
 OP0389.The horizontal coordinates were established by differentially corrected
 OP0389.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OP0389.
 OP0389.The orthometric height was determined by differential leveling and
 OP0389.adjusted in June 1991.
 OP0389
 OP0389.Photographs are available for this station.
 OP0389
 OP0389.The dynamic height is computed by dividing the NAVD 88
 OP0389.geopotential number by the normal gravity value computed on the
 OP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0389.degrees latitude (g = 980.6199 gals.).
 OP0389
 OP0389.The modeled gravity was interpolated from observed gravity values.
 OP0389
 OP0389;                    North         East    Units  Estimated Accuracy
 OP0389;SPC MN S     -   198,927.4     711,638.4     MT  (+/- 3 meters HH1 GPS) 
 OP0389
 OP0389                          SUPERSEDED SURVEY CONTROL
 OP0389
 OP0389  NGVD 29 (??/??/92)  420.819  (m)         1380.64   (f) ADJ UNCH    2 0
 OP0389
 OP0389.Superseded values are not recommended for survey control.
 OP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0389.See file dsdata.txt to determine how the superseded data were derived.
 OP0389
 OP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3133861241(NAD 83)
 OP0389
 OP0389_MARKER: DB = BENCH MARK DISK
 OP0389_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0389_STAMPING: 1703 B 1970
 OP0389_MARK LOGO: MNHD  
 OP0389_PROJECTION: RECESSED 8 CENTIMETERS
 OP0389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0389+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 OP0389
 OP0389  HISTORY     - Date     Condition        Report By
 OP0389  HISTORY     - 19700331 MONUMENTED       MNHD
 OP0389  HISTORY     - 1972     GOOD             MNDT
 OP0389  HISTORY     - 20100602 GOOD             MNDT
 OP0389
 OP0389                          STATION DESCRIPTION
 OP0389
 OP0389'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0389'1 MI NE FROM WINDOM.
 OP0389'MARK IS LOCATED 1 MILE NORTHEAST ALONG T.H. 60 FROM THE NORTH JUNCTION
 OP0389'OF T.H. 60 AND T.H. 71 IN WINDOM, 0.05 MILES NORTHEAST OF A TOWNSHIP
 OP0389'ROAD (NORTH), 88.6 FEET SOUTHEAST OF, AND 5 FEET LOWER THAN THE
 OP0389'CENTERLINE OF T.H. 60 AT MILE POINT 42.5, 34.5 FEET NORTHWEST OF THE
 OP0389'NORTHWEST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, 7.5 FEET
 OP0389'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A STEEL WITNESS
 OP0389'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 OP0389'GROUND.  NW 1/4 SECTION 19, T 105, R 36.
 OP0389
 OP0389                          STATION RECOVERY (2010)
 OP0389
 OP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0389'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0389'THE MARK IS 1.0 MILE NORTHEAST OF WINDOM, 1.0 MILE NORTHEAST OF NORTH
 OP0389'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 60
 OP0389'MILEPOINT 42.5, 88.6 FEET SOUTHEAST OF TRUNK HIGHWAY 60, 34.5 FEET
 OP0389'NORTHWEST OF NORTHWEST RAIL OF RAILROAD, 1.0 FOOT NORTHWEST OF WITNESS
 OP0389'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0390 ***********************************************************************
 OP0390  DESIGNATION -  1703 B 1
 OP0390  PID         -  OP0390
 OP0390  STATE/COUNTY-  MN/COTTONWOOD
 OP0390  COUNTRY     -  US
 OP0390  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0390
 OP0390                         *CURRENT SURVEY CONTROL
 OP0390  ______________________________________________________________________
 OP0390* NAD 83(1986) POSITION- 43 53 11.     (N) 095 05 50.     (W)   SCALED    
 OP0390* NAVD 88 ORTHO HEIGHT -   418.946  (meters)    1374.49  (feet) ADJUSTED  
 OP0390  ______________________________________________________________________
 OP0390  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 OP0390  DYNAMIC HEIGHT  -        418.857 (meters)     1374.20  (feet) COMP
 OP0390  MODELED GRAVITY -    980,392.7   (mgal)                       NAVD 88
 OP0390
 OP0390  VERT ORDER      -  SECOND    CLASS 0
 OP0390
 OP0390.The horizontal coordinates were scaled from a topographic map and have
 OP0390.an estimated accuracy of +/- 6 seconds.
 OP0390.
 OP0390.The orthometric height was determined by differential leveling and
 OP0390.adjusted in June 1991.
 OP0390
 OP0390.The dynamic height is computed by dividing the NAVD 88
 OP0390.geopotential number by the normal gravity value computed on the
 OP0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0390.degrees latitude (g = 980.6199 gals.).
 OP0390
 OP0390.The modeled gravity was interpolated from observed gravity values.
 OP0390
 OP0390;                    North         East    Units  Estimated Accuracy
 OP0390;SPC MN S     -   199,080.      711,830.      MT  (+/- 180 meters Scaled)
 OP0390
 OP0390                          SUPERSEDED SURVEY CONTROL
 OP0390
 OP0390  NGVD 29 (??/??/92)  418.816  (m)         1374.07   (f) ADJ UNCH    2 0
 OP0390
 OP0390.Superseded values are not recommended for survey control.
 OP0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0390.See file dsdata.txt to determine how the superseded data were derived.
 OP0390
 OP0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ315613(NAD 83)
 OP0390
 OP0390_MARKER: DD = SURVEY DISK
 OP0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0390_SP_SET: CULVERT
 OP0390_STAMPING: 1703-B 1 1972
 OP0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0390
 OP0390  HISTORY     - Date     Condition        Report By
 OP0390  HISTORY     - 1972     MONUMENTED       MNDT
 OP0390
 OP0390                          STATION DESCRIPTION
 OP0390
 OP0390'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0390'1.1 MI NE FROM WINDOM.
 OP0390'MARK IS LOCATED 1.2 MILES NORTHEAST ALONG T.H. 60 FROM THE NORTH
 OP0390'JUNCTION OF T.H. 71 AND T.H. 60 IN WINDOM, 0.2 MILES NORTHEAST OF A
 OP0390'TOWNSHIP ROAD NORTH, 33 FEET SOUTHEAST OF, AND 7 FEET LOWER THAN THE
 OP0390'CENTERLINE OF T.H. 60 AT MILE POINT 42.7, IN THE SOUTHWEST (MOST
 OP0390'SOUTHERLY) CORNER OF A 4 BY 4 FOOT BOX CULVERT UNDER T.H. 60 AT A
 OP0390'DRAINAGE CONNECTION BETWEEN COTTONWOOD AND WARREN LAKES.  NW 1/4
 OP0390'SECTION 19, T 105, R 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0391 ***********************************************************************
 OP0391  DESIGNATION -  1703 C
 OP0391  PID         -  OP0391
 OP0391  STATE/COUNTY-  MN/COTTONWOOD
 OP0391  COUNTRY     -  US
 OP0391  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0391
 OP0391                         *CURRENT SURVEY CONTROL
 OP0391  ______________________________________________________________________
 OP0391* NAD 83(1986) POSITION- 43 53 30.     (N) 095 05 15.     (W)   SCALED    
 OP0391* NAVD 88 ORTHO HEIGHT -   432.663  (meters)    1419.50  (feet) ADJUSTED  
 OP0391  ______________________________________________________________________
 OP0391  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 OP0391  DYNAMIC HEIGHT  -        432.571 (meters)     1419.19  (feet) COMP
 OP0391  MODELED GRAVITY -    980,393.3   (mgal)                       NAVD 88
 OP0391
 OP0391  VERT ORDER      -  SECOND    CLASS 0
 OP0391
 OP0391.The horizontal coordinates were scaled from a topographic map and have
 OP0391.an estimated accuracy of +/- 6 seconds.
 OP0391.
 OP0391.The orthometric height was determined by differential leveling and
 OP0391.adjusted in June 1991.
 OP0391
 OP0391.The dynamic height is computed by dividing the NAVD 88
 OP0391.geopotential number by the normal gravity value computed on the
 OP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0391.degrees latitude (g = 980.6199 gals.).
 OP0391
 OP0391.The modeled gravity was interpolated from observed gravity values.
 OP0391
 OP0391;                    North         East    Units  Estimated Accuracy
 OP0391;SPC MN S     -   199,660.      712,620.      MT  (+/- 180 meters Scaled)
 OP0391
 OP0391                          SUPERSEDED SURVEY CONTROL
 OP0391
 OP0391  NGVD 29 (??/??/92)  432.535  (m)         1419.08   (f) ADJ UNCH    2 0
 OP0391
 OP0391.Superseded values are not recommended for survey control.
 OP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0391.See file dsdata.txt to determine how the superseded data were derived.
 OP0391
 OP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ323619(NAD 83)
 OP0391
 OP0391_MARKER: DD = SURVEY DISK
 OP0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0391_STAMPING: 1703-C 1970
 OP0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0391+STABILITY: SURFACE MOTION
 OP0391
 OP0391  HISTORY     - Date     Condition        Report By
 OP0391  HISTORY     - 1970     MONUMENTED       MNDT
 OP0391  HISTORY     - 1972     GOOD             MNDT
 OP0391  HISTORY     - 1980     GOOD             MNDT
 OP0391
 OP0391                          STATION DESCRIPTION
 OP0391
 OP0391'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0391'1.75 MI NE FROM WINDOM.
 OP0391'MARK IS LOCATED 1.85 MILES NORTHEAST ALONG T.H. 60 FROM THE NORTH
 OP0391'JUNCTION OF T.H. 60 AND T.H. 71 IN WINDOM, 0.45 MILES SOUTHWEST OF A
 OP0391'TOWNSHIP ROAD CROSSING, 77 FEET NORTHEAST OF A TELEPHONE POLE, 73.5
 OP0391'FEET SOUTHEAST OF THE CENTERLINE OF T.H. 60 AT MILE POINT 43.35, 48.3
 OP0391'FEET NORTHWEST OF, AND 1 FOOT LOWER THAN THE NORTHWEST RAIL OF THE
 OP0391'CHICAGO-NORTHWESTERN RAILROAD, 0.5 FEET NORTHWEST OF A STEEL WITNESS
 OP0391'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 OP0391'GROUND.  SE 1/4 SECTION 18, T 105, R 35.  NOTE-- THIS MARK IS ALSO
 OP0391'2.25 MILES SOUTHWEST ALONG THE CHICAGO-NORTHWESTERN RAILROAD FROM THE
 OP0391'MAIN STREET CROSSING IN BINGHAM LAKE.
 OP0391
 OP0391                          STATION RECOVERY (1980)
 OP0391
 OP0391'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0391'MARK IS LOCATED 1.85 MILES NORTHEAST ALONG T.H. 60 FROM THE NORTH
 OP0391'JUNCTION OF T.H. 60 AND T.H. 71 IN WINDOM, 0.45 MILES SOUTHWEST OF A
 OP0391'TOWNSHIP ROAD CROSSING, 77 FEET NORTHEAST OF A TELEPHONE POLE, 73.5
 OP0391'FEET SOUTHEAST OF THE CENTERLINE OF T.H. 60 AT MILE POINT 43.35, 48.3
 OP0391'FEET NORTHWEST OF, AND 1 FOOT LOWER THAN THE NORTHWEST RAIL OF THE
 OP0391'CHICAGO-NORTHWESTERN RAILROAD, 0.5 FEET NORTHWEST OF A STEEL WITNESS
 OP0391'POST, IN A 6 FOOT PRECAST CONCRETE PROJECTING 2 INCHES ABOVE GROUND.
 OP0391'THIS MARK IS ALSO 2.25 MILES SOUTHWEST ALONG THE CHICAGO-NORTHWESTERN
 OP0391'RAILROAD FROM THE MAIN STREET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0393 ***********************************************************************
 OP0393  DESIGNATION -  1703 D
 OP0393  PID         -  OP0393
 OP0393  STATE/COUNTY-  MN/COTTONWOOD
 OP0393  COUNTRY     -  US
 OP0393  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0393
 OP0393                         *CURRENT SURVEY CONTROL
 OP0393  ______________________________________________________________________
 OP0393* NAD 83(1986) POSITION- 43 54 08.     (N) 095 03 31.     (W)   SCALED    
 OP0393* NAVD 88 ORTHO HEIGHT -   435.228  (meters)    1427.91  (feet) ADJUSTED  
 OP0393  ______________________________________________________________________
 OP0393  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 OP0393  DYNAMIC HEIGHT  -        435.136 (meters)     1427.61  (feet) COMP
 OP0393  MODELED GRAVITY -    980,394.9   (mgal)                       NAVD 88
 OP0393
 OP0393  VERT ORDER      -  SECOND    CLASS 0
 OP0393
 OP0393.The horizontal coordinates were scaled from a topographic map and have
 OP0393.an estimated accuracy of +/- 6 seconds.
 OP0393.
 OP0393.The orthometric height was determined by differential leveling and
 OP0393.adjusted in June 1991.
 OP0393
 OP0393.The dynamic height is computed by dividing the NAVD 88
 OP0393.geopotential number by the normal gravity value computed on the
 OP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0393.degrees latitude (g = 980.6199 gals.).
 OP0393
 OP0393.The modeled gravity was interpolated from observed gravity values.
 OP0393
 OP0393;                    North         East    Units  Estimated Accuracy
 OP0393;SPC MN S     -   200,800.      714,960.      MT  (+/- 180 meters Scaled)
 OP0393
 OP0393                          SUPERSEDED SURVEY CONTROL
 OP0393
 OP0393  NGVD 29 (??/??/92)  435.106  (m)         1427.51   (f) ADJ UNCH    2 0
 OP0393
 OP0393.Superseded values are not recommended for survey control.
 OP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0393.See file dsdata.txt to determine how the superseded data were derived.
 OP0393
 OP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ346630(NAD 83)
 OP0393
 OP0393_MARKER: DD = SURVEY DISK
 OP0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0393_STAMPING: 1703-D 1970
 OP0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0393+STABILITY: SURFACE MOTION
 OP0393
 OP0393  HISTORY     - Date     Condition        Report By
 OP0393  HISTORY     - 1970     MONUMENTED       MNDT
 OP0393  HISTORY     - 1972     GOOD             MNDT
 OP0393
 OP0393                          STATION DESCRIPTION
 OP0393
 OP0393'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0393'0.7 MI SW FROM BINGHAM LAKE.
 OP0393'MARK IS LOCATED 0.7 MILES SOUTHWEST ALONG THE CHICAGO-NORTHWESTERN
 OP0393'RAILROAD FROM THE MAIN STREET CROSSING IN BINGHAM LAKE, 0.5 MILES
 OP0393'NORTHEAST ALONG A TOWNSHIP ROAD FROM T.H. 60, 0.25 MILES SOUTH ALONG A
 OP0393'TOWNSHIP ROAD FROM COUNTY ROAD 2, 89.3 FEET NORTHWEST OF THE NORTHWEST
 OP0393'RAIL, 34 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 30 FEET EAST OF
 OP0393'THE CENTER OF A TOWNSHIP ROAD, 0.7 FEET SOUTH OF A STEEL WITNESS POST,
 OP0393'IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 OP0393'GROUND.  NW 1/4 SECTION 16, T 105, R 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0207 ***********************************************************************
 OP0207  DESIGNATION -  1703 H
 OP0207  PID         -  OP0207
 OP0207  STATE/COUNTY-  MN/COTTONWOOD
 OP0207  COUNTRY     -  US
 OP0207  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0207
 OP0207                         *CURRENT SURVEY CONTROL
 OP0207  ______________________________________________________________________
 OP0207* NAD 83(1986) POSITION- 43 56 45.     (N) 094 56 20.     (W)   SCALED    
 OP0207* NAVD 88 ORTHO HEIGHT -   388.385  (meters)    1274.23  (feet) ADJUSTED  
 OP0207  ______________________________________________________________________
 OP0207  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 OP0207  DYNAMIC HEIGHT  -        388.306 (meters)     1273.97  (feet) COMP
 OP0207  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OP0207
 OP0207  VERT ORDER      -  SECOND    CLASS 0
 OP0207
 OP0207.The horizontal coordinates were scaled from a topographic map and have
 OP0207.an estimated accuracy of +/- 6 seconds.
 OP0207.
 OP0207.The orthometric height was determined by differential leveling and
 OP0207.adjusted in June 1991.
 OP0207
 OP0207.The dynamic height is computed by dividing the NAVD 88
 OP0207.geopotential number by the normal gravity value computed on the
 OP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0207.degrees latitude (g = 980.6199 gals.).
 OP0207
 OP0207.The modeled gravity was interpolated from observed gravity values.
 OP0207
 OP0207;                    North         East    Units  Estimated Accuracy
 OP0207;SPC MN S     -   205,530.      724,630.      MT  (+/- 180 meters Scaled)
 OP0207
 OP0207                          SUPERSEDED SURVEY CONTROL
 OP0207
 OP0207  NGVD 29 (??/??/92)  388.283  (m)         1273.89   (f) ADJ UNCH    2 0
 OP0207
 OP0207.Superseded values are not recommended for survey control.
 OP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0207.See file dsdata.txt to determine how the superseded data were derived.
 OP0207
 OP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ444676(NAD 83)
 OP0207
 OP0207_MARKER: DD = SURVEY DISK
 OP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0207_STAMPING: 1703-H 1969
 OP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0207+STABILITY: SURFACE MOTION
 OP0207
 OP0207  HISTORY     - Date     Condition        Report By
 OP0207  HISTORY     - 1969     MONUMENTED       MNDT
 OP0207  HISTORY     - 1972     GOOD             MNDT
 OP0207
 OP0207                          STATION DESCRIPTION
 OP0207
 OP0207'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0207'0.65 MI NW FROM MOUNTAIN LAKE.
 OP0207'MARK IS LOCATED 0.6 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0207'60 AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, THENCE, 0.7 MILES
 OP0207'NORTH ALONG A TOWNSHIP ROAD, NEAR THE SOUTHEAST END OF MOUNTAIN LAKE,
 OP0207'AT THE SOUTHWEST CORNER OF A SMALL PARK, 60 FEET NORTH OF A FIELD ROAD
 OP0207'CENTER, 29 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 22.5 FEET
 OP0207'NORTH OF A POWER POLE, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6
 OP0207'FOOT PRECAST CONCRETE MONUMENT.  NE 1/4 SECTION 33, T 106, R 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0206 ***********************************************************************
 OP0206  DESIGNATION -  1703 H 1
 OP0206  PID         -  OP0206
 OP0206  STATE/COUNTY-  MN/COTTONWOOD
 OP0206  COUNTRY     -  US
 OP0206  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0206
 OP0206                         *CURRENT SURVEY CONTROL
 OP0206  ______________________________________________________________________
 OP0206* NAD 83(1986) POSITION- 43 55 59.     (N) 094 56 37.     (W)   SCALED    
 OP0206* NAVD 88 ORTHO HEIGHT -   395.471  (meters)    1297.47  (feet) ADJUSTED  
 OP0206  ______________________________________________________________________
 OP0206  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 OP0206  DYNAMIC HEIGHT  -        395.390 (meters)     1297.21  (feet) COMP
 OP0206  MODELED GRAVITY -    980,402.7   (mgal)                       NAVD 88
 OP0206
 OP0206  VERT ORDER      -  SECOND    CLASS 0
 OP0206
 OP0206.The horizontal coordinates were scaled from a topographic map and have
 OP0206.an estimated accuracy of +/- 6 seconds.
 OP0206.
 OP0206.The orthometric height was determined by differential leveling and
 OP0206.adjusted in June 1991.
 OP0206
 OP0206.Photographs are available for this station.
 OP0206
 OP0206.The dynamic height is computed by dividing the NAVD 88
 OP0206.geopotential number by the normal gravity value computed on the
 OP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0206.degrees latitude (g = 980.6199 gals.).
 OP0206
 OP0206.The modeled gravity was interpolated from observed gravity values.
 OP0206
 OP0206;                    North         East    Units  Estimated Accuracy
 OP0206;SPC MN S     -   204,110.      724,240.      MT  (+/- 180 meters Scaled)
 OP0206
 OP0206                          SUPERSEDED SURVEY CONTROL
 OP0206
 OP0206  NGVD 29 (??/??/92)  395.366  (m)         1297.13   (f) ADJ UNCH    2 0
 OP0206
 OP0206.Superseded values are not recommended for survey control.
 OP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0206.See file dsdata.txt to determine how the superseded data were derived.
 OP0206
 OP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ439662(NAD 83)
 OP0206
 OP0206_MARKER: DB = BENCH MARK DISK
 OP0206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0206_SP_SET: CULVERT
 OP0206_STAMPING: 1703 H 1 1972
 OP0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0206
 OP0206  HISTORY     - Date     Condition        Report By
 OP0206  HISTORY     - 1972     MONUMENTED       MNDT
 OP0206
 OP0206                          STATION DESCRIPTION
 OP0206
 OP0206'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0206'0.8 MI SW FROM MOUNTAIN LAKE.
 OP0206'MARK IS LOCATED 0.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0206'60 AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, 0.15 MILES
 OP0206'SOUTHWEST OF COUNTY ROAD 44, (WEST), 0.85 MILES NORTHEAST OF COUNTY
 OP0206'ROAD 47, 140 FEET WEST OF RAILROAD MILE POST 137 (TELEPHONE POLE), 37
 OP0206'FEET SOUTHEAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 60 AT
 OP0206'MILE POINT 51.2, IN THE SOUTHEAST CORNER OF A 5 BY 6 FOOT BOX CULVERT
 OP0206'UNDER T.H. 60 AT A SMALL CREEK.  NE 1/4 SECTION 5, T 105, R 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0208 ***********************************************************************
 OP0208  DESIGNATION -  1703 J
 OP0208  PID         -  OP0208
 OP0208  STATE/COUNTY-  MN/COTTONWOOD
 OP0208  COUNTRY     -  US
 OP0208  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0208
 OP0208                         *CURRENT SURVEY CONTROL
 OP0208  ______________________________________________________________________
 OP0208* NAD 83(1986) POSITION- 43 56 51.     (N) 094 55 10.     (W)   SCALED    
 OP0208* NAVD 88 ORTHO HEIGHT -   387.876  (meters)    1272.56  (feet) ADJUSTED  
 OP0208  ______________________________________________________________________
 OP0208  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 OP0208  DYNAMIC HEIGHT  -        387.798 (meters)     1272.30  (feet) COMP
 OP0208  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 OP0208
 OP0208  VERT ORDER      -  SECOND    CLASS 0
 OP0208
 OP0208.The horizontal coordinates were scaled from a topographic map and have
 OP0208.an estimated accuracy of +/- 6 seconds.
 OP0208.
 OP0208.The orthometric height was determined by differential leveling and
 OP0208.adjusted in June 1991.
 OP0208
 OP0208.The dynamic height is computed by dividing the NAVD 88
 OP0208.geopotential number by the normal gravity value computed on the
 OP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0208.degrees latitude (g = 980.6199 gals.).
 OP0208
 OP0208.The modeled gravity was interpolated from observed gravity values.
 OP0208
 OP0208;                    North         East    Units  Estimated Accuracy
 OP0208;SPC MN S     -   205,690.      726,190.      MT  (+/- 180 meters Scaled)
 OP0208
 OP0208                          SUPERSEDED SURVEY CONTROL
 OP0208
 OP0208  NGVD 29 (??/??/92)  387.78   (m)         1272.2    (f) COMPUTED    2 0
 OP0208
 OP0208.Superseded values are not recommended for survey control.
 OP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0208.See file dsdata.txt to determine how the superseded data were derived.
 OP0208
 OP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ459678(NAD 83)
 OP0208
 OP0208_MARKER: DD = SURVEY DISK
 OP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0208_STAMPING: 1703-J 1969
 OP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0208+STABILITY: SURFACE MOTION
 OP0208
 OP0208  HISTORY     - Date     Condition        Report By
 OP0208  HISTORY     - 1969     MONUMENTED       MNDT
 OP0208  HISTORY     - 1972     GOOD             MNDT
 OP0208  HISTORY     - 1980     GOOD             MNDT
 OP0208
 OP0208                          STATION DESCRIPTION
 OP0208
 OP0208'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0208'0.8 MI NE FROM MOUNTAIN LAKE.
 OP0208'MARK IS LOCATED 0.55 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0208'T.H. 60 AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, THENCE, 0.4
 OP0208'MILES NORTH ALONG COUNTY ROAD 1, 196 FEET SOUTH OF THE CENTER OF
 OP0208'MIDWAY ROAD, 49 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 1, 0.4 FEET
 OP0208'SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 OP0208'PROJECTING 5 INCHES ABOVE GROUND.  NE 1/4 SECTION 33, T 106, R 34.
 OP0208
 OP0208                          STATION RECOVERY (1980)
 OP0208
 OP0208'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0208'MARK IS LOCATED 0.55 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0208'T.H. 60 AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, THENCE, 0.4
 OP0208'MILES NORTH ALONG COUNTY ROAD 1, 196 FEET SOUTH OF THE CENTER OF
 OP0208'MIDWAY ROAD, 49 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 1, 0.4
 OP0208'FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 OP0208'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0209 ***********************************************************************
 OP0209  DESIGNATION -  1703 J 1
 OP0209  PID         -  OP0209
 OP0209  STATE/COUNTY-  MN/COTTONWOOD
 OP0209  COUNTRY     -  US
 OP0209  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0209
 OP0209                         *CURRENT SURVEY CONTROL
 OP0209  ______________________________________________________________________
 OP0209* NAD 83(1986) POSITION- 43 56 30.     (N) 094 55 19.     (W)   SCALED    
 OP0209* NAVD 88 ORTHO HEIGHT -   395.824  (meters)    1298.63  (feet) ADJUSTED  
 OP0209  ______________________________________________________________________
 OP0209  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 OP0209  DYNAMIC HEIGHT  -        395.744 (meters)     1298.37  (feet) COMP
 OP0209  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 OP0209
 OP0209  VERT ORDER      -  SECOND    CLASS 0
 OP0209
 OP0209.The horizontal coordinates were scaled from a topographic map and have
 OP0209.an estimated accuracy of +/- 6 seconds.
 OP0209.
 OP0209.The orthometric height was determined by differential leveling and
 OP0209.adjusted in June 1991.
 OP0209
 OP0209.The dynamic height is computed by dividing the NAVD 88
 OP0209.geopotential number by the normal gravity value computed on the
 OP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0209.degrees latitude (g = 980.6199 gals.).
 OP0209
 OP0209.The modeled gravity was interpolated from observed gravity values.
 OP0209
 OP0209;                    North         East    Units  Estimated Accuracy
 OP0209;SPC MN S     -   205,050.      725,990.      MT  (+/- 180 meters Scaled)
 OP0209
 OP0209                          SUPERSEDED SURVEY CONTROL
 OP0209
 OP0209  NGVD 29 (??/??/92)  395.723  (m)         1298.30   (f) ADJ UNCH    2 0
 OP0209
 OP0209.Superseded values are not recommended for survey control.
 OP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0209.See file dsdata.txt to determine how the superseded data were derived.
 OP0209
 OP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ457671(NAD 83)
 OP0209
 OP0209_MARKER: DB = BENCH MARK DISK
 OP0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0209_SP_SET: BASE
 OP0209_STAMPING: 1703-J1 1972
 OP0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0209
 OP0209  HISTORY     - Date     Condition        Report By
 OP0209  HISTORY     - 1972     MONUMENTED       MNDT
 OP0209  HISTORY     - 1980     GOOD             MNDT
 OP0209
 OP0209                          STATION DESCRIPTION
 OP0209
 OP0209'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0209'IN MOUNTAIN LAKE.
 OP0209'MARK IS LOCATED AT MOUNTAIN LAKE, 0.4 MILES EAST OF COUNTY ROAD 9
 OP0209'(10TH STREET), 0.05 MILES NORTH OF T.H. 60 (3RD AVE.) 300 FEET SOUTH
 OP0209'OF THE EXTENDED CENTERLINE OF 4TH AVENUE, 300 FEET EAST OF THE CENTER
 OP0209'OF 15TH STREET, IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 OP0209'CENTER COLUMN OF THE MOUNTAIN LAKE WATER TANK.  SE 1/4 SECTION 33, T
 OP0209'106, R 34.
 OP0209
 OP0209                          STATION RECOVERY (1980)
 OP0209
 OP0209'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0209'MARK IS LOCATED AT MOUNTAIN LAKE, 0.4 MILES EAST OF THE COUNTY ROAD 9
 OP0209'(10TH STREET) , 0.05 MILES NORTH OF T.H. 60 (3RD AVE.) 300 FEET SOUTH
 OP0209'OF THE EXTENDED CENTERLINE OF 4TH AVENUE, 300 FEET EAST OF THE CENTER
 OP0209'OF 15TH STREET, IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 OP0209'CENTER COLUMN OF THE MOUNTAIN LAKE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0213 ***********************************************************************
 OP0213  DESIGNATION -  1703 K
 OP0213  PID         -  OP0213
 OP0213  STATE/COUNTY-  MN/COTTONWOOD
 OP0213  COUNTRY     -  US
 OP0213  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0213
 OP0213                         *CURRENT SURVEY CONTROL
 OP0213  ______________________________________________________________________
 OP0213* NAD 83(1986) POSITION- 43 56 38.     (N) 094 53 11.     (W)   SCALED    
 OP0213* NAVD 88 ORTHO HEIGHT -   387.711  (meters)    1272.02  (feet) ADJUSTED  
 OP0213  ______________________________________________________________________
 OP0213  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 OP0213  DYNAMIC HEIGHT  -        387.633 (meters)     1271.76  (feet) COMP
 OP0213  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 OP0213
 OP0213  VERT ORDER      -  SECOND    CLASS 0
 OP0213
 OP0213.The horizontal coordinates were scaled from a topographic map and have
 OP0213.an estimated accuracy of +/- 6 seconds.
 OP0213.
 OP0213.The orthometric height was determined by differential leveling and
 OP0213.adjusted in June 1991.
 OP0213
 OP0213.The dynamic height is computed by dividing the NAVD 88
 OP0213.geopotential number by the normal gravity value computed on the
 OP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0213.degrees latitude (g = 980.6199 gals.).
 OP0213
 OP0213.The modeled gravity was interpolated from observed gravity values.
 OP0213
 OP0213;                    North         East    Units  Estimated Accuracy
 OP0213;SPC MN S     -   205,260.      728,840.      MT  (+/- 180 meters Scaled)
 OP0213
 OP0213                          SUPERSEDED SURVEY CONTROL
 OP0213
 OP0213  NGVD 29 (??/??/92)  387.606  (m)         1271.67   (f) ADJ UNCH    2 0
 OP0213
 OP0213.Superseded values are not recommended for survey control.
 OP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0213.See file dsdata.txt to determine how the superseded data were derived.
 OP0213
 OP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ486673(NAD 83)
 OP0213
 OP0213_MARKER: DD = SURVEY DISK
 OP0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0213_SP_SET: ABUTMENT
 OP0213_STAMPING: 1703-K 1972
 OP0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0213
 OP0213  HISTORY     - Date     Condition        Report By
 OP0213  HISTORY     - 1972     MONUMENTED       MNDT
 OP0213  HISTORY     - 1980     GOOD             MNDT
 OP0213
 OP0213                          STATION DESCRIPTION
 OP0213
 OP0213'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0213'2.1 MI E FROM MOUNTAIN LAKE.
 OP0213'MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0213'60 AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, 0.4 MILES WEST OF
 OP0213'COUNTY ROAD 8, 100 FEET SOUTHEAST OF T.H. 60 AT MILE POINT 54.1, 14
 OP0213'FEET SOUTHEAST OF, AND 2 FEET LOWER THAN THE SOUTHEAST RAIL, IN THE
 OP0213'SOUTHEAST CORNER (STONE ABUTMENT) OF A CHICAGO-NORTHWESTERN RAILROAD
 OP0213'BRIDGE OVER A SMALL CREEK.  NE 1/4 SECTION 35, T 106, R 34.
 OP0213
 OP0213                          STATION RECOVERY (1980)
 OP0213
 OP0213'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0213'MARK IS LOCATED 2.2 MILES EAST ALONG T.H. 63 FROM THE JUNCTION OF
 OP0213'T.H. 60 AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, 0.4 MILES
 OP0213'WEST OF COUNTY ROAD 8, 100 FEET SOUTHEAST OF T.H. 60 AT MILE POINT
 OP0213'54.1, 14 FEET SOUTHEAST OF, AND 2 FEET LOWER THAN THE SOUTHEAST RAIL,
 OP0213'IN THE SOUTHEAST CORNER (STONE ABUTMENT) OF A CHICAGO-NORTHWESTERN
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0214 ***********************************************************************
 OP0214  DESIGNATION -  1703 L
 OP0214  PID         -  OP0214
 OP0214  STATE/COUNTY-  MN/COTTONWOOD
 OP0214  COUNTRY     -  US
 OP0214  USGS QUAD   -  MOUNTAIN LAKE (1977)
 OP0214
 OP0214                         *CURRENT SURVEY CONTROL
 OP0214  ______________________________________________________________________
 OP0214* NAD 83(1986) POSITION- 43 56 42.     (N) 094 52 45.     (W)   SCALED    
 OP0214* NAVD 88 ORTHO HEIGHT -   390.580  (meters)    1281.43  (feet) ADJUSTED  
 OP0214  ______________________________________________________________________
 OP0214  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 OP0214  DYNAMIC HEIGHT  -        390.501 (meters)     1281.17  (feet) COMP
 OP0214  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 OP0214
 OP0214  VERT ORDER      -  SECOND    CLASS 0
 OP0214
 OP0214.The horizontal coordinates were scaled from a topographic map and have
 OP0214.an estimated accuracy of +/- 6 seconds.
 OP0214.
 OP0214.The orthometric height was determined by differential leveling and
 OP0214.adjusted in June 1991.
 OP0214
 OP0214.The dynamic height is computed by dividing the NAVD 88
 OP0214.geopotential number by the normal gravity value computed on the
 OP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0214.degrees latitude (g = 980.6199 gals.).
 OP0214
 OP0214.The modeled gravity was interpolated from observed gravity values.
 OP0214
 OP0214;                    North         East    Units  Estimated Accuracy
 OP0214;SPC MN S     -   205,380.      729,420.      MT  (+/- 180 meters Scaled)
 OP0214
 OP0214                          SUPERSEDED SURVEY CONTROL
 OP0214
 OP0214  NGVD 29 (??/??/92)  390.475  (m)         1281.08   (f) ADJ UNCH    2 0
 OP0214
 OP0214.Superseded values are not recommended for survey control.
 OP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0214.See file dsdata.txt to determine how the superseded data were derived.
 OP0214
 OP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ491674(NAD 83)
 OP0214
 OP0214_MARKER: DD = SURVEY DISK
 OP0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0214_STAMPING: 1703-L 1972
 OP0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0214+STABILITY: SURFACE MOTION
 OP0214
 OP0214  HISTORY     - Date     Condition        Report By
 OP0214  HISTORY     - 1972     MONUMENTED       MNDT
 OP0214  HISTORY     - 1980     GOOD             MNDT
 OP0214
 OP0214                          STATION DESCRIPTION
 OP0214
 OP0214'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0214'2.6 MI NE FROM MOUNTAIN LAKE.
 OP0214'MARK IS LOCATED 2.7 MILES EAST ALONG TH 60 FROM THE JUNCTION OF TH 60
 OP0214'AND COUNTY ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, 1 MILE WEST OF THE
 OP0214'COTTONWOOD - WATONWAN COUNTY LINE, 65.6 FEET EAST OF A TELEPHONE POLE,
 OP0214'64 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD (OPPOSITE COUNTY ROAD 8
 OP0214'NORTH), 62.5 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH
 OP0214'60 AT MILE POINT 54.5, 35 FEET NORTH OF THE NORTH RAIL OF THE
 OP0214'CHICAGO-NORTHWESTERN RAILROAD, 0.5 FEET NORTH OF A STEEL WITNESS POST,
 OP0214'IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 OP0214'GROUND.  NE 1/4 SECTION 35, T 106, R 34.
 OP0214
 OP0214                          STATION RECOVERY (1980)
 OP0214
 OP0214'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0214'2.7 MILES EAST ALONG TH 60 FROM THE JUNCTION OF THE 60 AND COUNTY
 OP0214'ROAD 9 (10TH STREET) IN MOUNTAIN LAKE, 1 MILE WEST OF THE
 OP0214'COTTONWOOD-WATONWAN COUNTY LINE, 65.6 FEET EAST OF A TELEPHONE POLE,
 OP0214'64 FEET WEST OF THE CENTER OF A TOWNSHIP ROAD (OPPOSITE COUNTY ROAD 8
 OP0214'NORTH), 62.5 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF TH
 OP0214'60 AT MILE POINT 54.5, 35 FEET NORTH OF THE NORTH RAIL OF THE
 OP0214'CHICAGO-NORTHWESTERN RAILROAD, 0.5 FEET NORTH OF A STEEL WITNESS
 OP0214'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 OP0214'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1323 ***********************************************************************
 OP1323  DESIGNATION -  1704 Z
 OP1323  PID         -  OP1323
 OP1323  STATE/COUNTY-  MN/COTTONWOOD
 OP1323  COUNTRY     -  US
 OP1323  USGS QUAD   -  WINDOM (1970)
 OP1323
 OP1323                         *CURRENT SURVEY CONTROL
 OP1323  ______________________________________________________________________
 OP1323* NAD 83(1986) POSITION- 43 51 46.     (N) 095 07 11.     (W)   SCALED    
 OP1323* NAVD 88 ORTHO HEIGHT -   414.543  (meters)    1360.05  (feet) ADJUSTED  
 OP1323  ______________________________________________________________________
 OP1323  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1323  DYNAMIC HEIGHT  -        414.454 (meters)     1359.75  (feet) COMP
 OP1323  MODELED GRAVITY -    980,390.4   (mgal)                       NAVD 88
 OP1323
 OP1323  VERT ORDER      -  SECOND    CLASS I
 OP1323
 OP1323.The horizontal coordinates were scaled from a topographic map and have
 OP1323.an estimated accuracy of +/- 6 seconds.
 OP1323.
 OP1323.The orthometric height was determined by differential leveling and
 OP1323.adjusted in June 1995.
 OP1323
 OP1323.The dynamic height is computed by dividing the NAVD 88
 OP1323.geopotential number by the normal gravity value computed on the
 OP1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1323.degrees latitude (g = 980.6199 gals.).
 OP1323
 OP1323.The modeled gravity was interpolated from observed gravity values.
 OP1323
 OP1323;                    North         East    Units  Estimated Accuracy
 OP1323;SPC MN S     -   196,480.      709,990.      MT  (+/- 180 meters Scaled)
 OP1323
 OP1323                          SUPERSEDED SURVEY CONTROL
 OP1323
 OP1323.No superseded survey control is available for this station.
 OP1323
 OP1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ296588(NAD 83)
 OP1323
 OP1323_MARKER: DV = VERTICAL CONTROL DISK
 OP1323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1323_SP_SET: SIDEWALK ON BRIDGE
 OP1323_STAMPING: 1704 Z 1981
 OP1323_MARK LOGO: MNDT  
 OP1323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1323
 OP1323  HISTORY     - Date     Condition        Report By
 OP1323  HISTORY     - 1981     MONUMENTED       MNDT
 OP1323
 OP1323                          STATION DESCRIPTION
 OP1323
 OP1323'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1323'THE MARK IS LOCATED IN WINDOM IN BRIDGE NUMBER 17002 CARRYING TRUNK
 OP1323'HIGHWAY 62 OVER THE DES MOINES RIVER IN THE SW 1/4 OF SECTION 25,
 OP1323'T105N, R36W.  THE MARK IS IN THE SIDEWALK IN THE NORTHWEST CORNER OF
 OP1323'THE BRIDGE, 26.9 FT (8.2 M) NORTH OF AND 1 FT (0.3 M) HIGHER THAN THE
 OP1323'CENTERLINE OF HIGHWAY 62, 9.4 FT (2.9 M) EAST OF THE WEST END OF THE
 OP1323'SIDEWALK AND 1.2 FT (0.4 M) SOUTH OF THE RAILING BASE.  THE MARK, A
 OP1323'STANDARD MNDT MAGNETIC ALUMINUM DISK STAMPED---1704 Z 1981---, IS
 OP1323'CEMENTED IN A DRILL HOLE IN THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0376 ***********************************************************************
 OP0376  DESIGNATION -  1705 A
 OP0376  PID         -  OP0376
 OP0376  STATE/COUNTY-  MN/COTTONWOOD
 OP0376  COUNTRY     -  US
 OP0376  USGS QUAD   -  WINDOM (1970)
 OP0376
 OP0376                         *CURRENT SURVEY CONTROL
 OP0376  ______________________________________________________________________
 OP0376* NAD 83(1986) POSITION- 43 50 56.     (N) 095 06 18.     (W)   SCALED    
 OP0376* NAVD 88 ORTHO HEIGHT -   412.236  (meters)    1352.48  (feet) ADJUSTED  
 OP0376  ______________________________________________________________________
 OP0376  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 OP0376  DYNAMIC HEIGHT  -        412.146 (meters)     1352.18  (feet) COMP
 OP0376  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OP0376
 OP0376  VERT ORDER      -  SECOND    CLASS 0
 OP0376
 OP0376.The horizontal coordinates were scaled from a topographic map and have
 OP0376.an estimated accuracy of +/- 6 seconds.
 OP0376.
 OP0376.The orthometric height was determined by differential leveling and
 OP0376.adjusted in June 1995.
 OP0376
 OP0376.Photographs are available for this station.
 OP0376
 OP0376.The dynamic height is computed by dividing the NAVD 88
 OP0376.geopotential number by the normal gravity value computed on the
 OP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0376.degrees latitude (g = 980.6199 gals.).
 OP0376
 OP0376.The modeled gravity was interpolated from observed gravity values.
 OP0376
 OP0376;                    North         East    Units  Estimated Accuracy
 OP0376;SPC MN S     -   194,920.      711,150.      MT  (+/- 180 meters Scaled)
 OP0376
 OP0376                          SUPERSEDED SURVEY CONTROL
 OP0376
 OP0376  NAVD 88 (06/15/91)  412.239  (m)         1352.49   (f) SUPERSEDED  2 0
 OP0376  NGVD 29 (??/??/92)  412.101  (m)         1352.03   (f) ADJ UNCH    2 0
 OP0376
 OP0376.Superseded values are not recommended for survey control.
 OP0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0376.See file dsdata.txt to determine how the superseded data were derived.
 OP0376
 OP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ308572(NAD 83)
 OP0376
 OP0376_MARKER: DB = BENCH MARK DISK
 OP0376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0376_SP_SET: BRIDGE ABUTMENT
 OP0376_STAMPING: 1705 A 1972
 OP0376_MARK LOGO: MNHD  
 OP0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0376
 OP0376  HISTORY     - Date     Condition        Report By
 OP0376  HISTORY     - 1972     MONUMENTED       MNHD
 OP0376  HISTORY     - 19810401 GOOD             MNDT
 OP0376
 OP0376                          STATION DESCRIPTION
 OP0376
 OP0376'DESCRIBED BY MN HIGHWAY DEPT 1972
 OP0376'1 MI SW FROM WINDOM.
 OP0376'MARK IS LOCATED 1.2 MILES SOUTH AND SOUTHWEST ALONG T.H.S 60 AND 71
 OP0376'FROM THE JUNCTION OF T.H. 60 AND T.H. 62 IN WINDOM, 0.3 MILES
 OP0376'NORTHWEST OF COUNTY ROAD 26, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 OP0376'6889, T.H. 71 OVER THE WEST FORK OF THE DES MOINES RIVER.  SE 1/4
 OP0376'SECTION 36, T 105, R 36.
 OP0376
 OP0376                          STATION RECOVERY (1981)
 OP0376
 OP0376'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0376'THE MARK IS LOCATED 0.7 MI (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 71
 OP0376'FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS IN THE
 OP0376'SE 1/4 OF SECTION 36, T105N, R36W.  THE MARK IS 18.8 FT (5.7 M) SOUTH
 OP0376'OF AND 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 71 IN THE
 OP0376'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 6889
 OP0376'CARRYING HIGHWAY 71 OVER THE DES MOINES RIVER.  THE MARK, A STANDARD
 OP0376'MNHD BENCH MARK DISK STAMPED ---1705 A 1972---, IS CEMENTED IN A
 OP0376'DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0378 ***********************************************************************
 OP0378  DESIGNATION -  1705 A 1
 OP0378  PID         -  OP0378
 OP0378  STATE/COUNTY-  MN/COTTONWOOD
 OP0378  COUNTRY     -  US
 OP0378  USGS QUAD   -  WINDOM (1970)
 OP0378
 OP0378                         *CURRENT SURVEY CONTROL
 OP0378  ______________________________________________________________________
 OP0378* NAD 83(1986) POSITION- 43 51 23.     (N) 095 06 05.     (W)   SCALED    
 OP0378* NAVD 88 ORTHO HEIGHT -   423.733  (meters)    1390.20  (feet) ADJUSTED  
 OP0378  ______________________________________________________________________
 OP0378  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 OP0378  DYNAMIC HEIGHT  -        423.642 (meters)     1389.90  (feet) COMP
 OP0378  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 OP0378
 OP0378  VERT ORDER      -  SECOND    CLASS 0
 OP0378
 OP0378.The horizontal coordinates were scaled from a topographic map and have
 OP0378.an estimated accuracy of +/- 6 seconds.
 OP0378.
 OP0378.The orthometric height was determined by differential leveling and
 OP0378.adjusted in June 1991.
 OP0378
 OP0378.The dynamic height is computed by dividing the NAVD 88
 OP0378.geopotential number by the normal gravity value computed on the
 OP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0378.degrees latitude (g = 980.6199 gals.).
 OP0378
 OP0378.The modeled gravity was interpolated from observed gravity values.
 OP0378
 OP0378;                    North         East    Units  Estimated Accuracy
 OP0378;SPC MN S     -   195,750.      711,450.      MT  (+/- 180 meters Scaled)
 OP0378
 OP0378                          SUPERSEDED SURVEY CONTROL
 OP0378
 OP0378  NGVD 29 (??/??/92)  423.596  (m)         1389.75   (f) ADJ UNCH    2 0
 OP0378
 OP0378.Superseded values are not recommended for survey control.
 OP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0378.See file dsdata.txt to determine how the superseded data were derived.
 OP0378
 OP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ311580(NAD 83)
 OP0378
 OP0378_MARKER: DB = BENCH MARK DISK
 OP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0378_SP_SET: CONCRETE POST
 OP0378_STAMPING: 1705 A 1 1972
 OP0378_MARK LOGO: MNHD  
 OP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0378+STABILITY: SURFACE MOTION
 OP0378
 OP0378  HISTORY     - Date     Condition        Report By
 OP0378  HISTORY     - 1972     MONUMENTED       MNHD
 OP0378  HISTORY     - 19810401 GOOD             MNDT
 OP0378
 OP0378                          STATION DESCRIPTION
 OP0378
 OP0378'DESCRIBED BY MN HIGHWAY DEPT 1972
 OP0378'0.8 MI SW FROM WINDOM.
 OP0378'MARK IS LOCATED 0.5 MILES EAST ALONG 6TH STREET (T.H. 62 WEST) FROM
 OP0378'THE JUNCTION OF T.H. 60 AND T.H. 62, THENCE, 0.5 MILES SOUTHEAST ALONG
 OP0378'COUNTY ROAD 26, THENCE, 0.05 MILES WEST ALONG THE ENTRANCE ROAD TO ST.
 OP0378'FRANCIS XAVIER CEMETERY, 168.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 OP0378'1 STORY BRICK BUILDING (MHD RESIDENT OFFICE), 59.7 FEET WEST-NORTHWEST
 OP0378'OF A 12 INCH (MOST NORTHERLY) CEDAR TREE, 37 FEET NORTHWEST OF THE
 OP0378'MOST NORTHWESTERLY TOMBSTONE, 23 FEET NORTHWEST OF THE CENTER OF THE
 OP0378'CEMETERY DRIVE, 0.5 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 OP0378'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE 1/4 SECTION
 OP0378'36, T 105, R 36.
 OP0378
 OP0378                          STATION RECOVERY (1981)
 OP0378
 OP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0378'THE MARK IS LOCATED 0.9 MI (1.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 71
 OP0378'FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM, THENCE 0.6
 OP0378'MI (1.0 KM) NORTH ALONG COUNTY ROAD 26, THENCE 0.05 MI (0.08 KM) WEST
 OP0378'ALONG THE ENTRANCE ROAD TO ST FRANCIS XAVIER CEMETERY AND IS IN THE
 OP0378'NE 1/4 OF SECTION 36, T105N, R36W.  THE MARK IS 168.5 FT (51.4 M)
 OP0378'SOUTH OF THE SOUTH OF THE SOUTHEAST CORNER OF A 1 STORY BRICK
 OP0378'BUILDING, 24.2 FT (7.4 M) EAST OF A CORNER POST OF A CHAIN LINK FENCE
 OP0378'AT MNDT GROUNDS, 12 FT (3.7 M) SOUTH OF AN 8-INCH NORWAY PINE TREE
 OP0378'AND 0.5 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 OP0378'STANDARD MNHD BENCH MARK DISK STAMPED---1705 A 1 1972---, IS SET IN
 OP0378'THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0379 ***********************************************************************
 OP0379  DESIGNATION -  1705 A 2
 OP0379  PID         -  OP0379
 OP0379  STATE/COUNTY-  MN/COTTONWOOD
 OP0379  COUNTRY     -  US
 OP0379  USGS QUAD   -  WINDOM (1970)
 OP0379
 OP0379                         *CURRENT SURVEY CONTROL
 OP0379  ______________________________________________________________________
 OP0379* NAD 83(1986) POSITION- 43 51 45.     (N) 095 06 18.     (W)   SCALED    
 OP0379* NAVD 88 ORTHO HEIGHT -   422.817  (meters)    1387.19  (feet) ADJUSTED  
 OP0379  ______________________________________________________________________
 OP0379  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 OP0379  DYNAMIC HEIGHT  -        422.725 (meters)     1386.89  (feet) COMP
 OP0379  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 OP0379
 OP0379  VERT ORDER      -  SECOND    CLASS 0
 OP0379
 OP0379.The horizontal coordinates were scaled from a topographic map and have
 OP0379.an estimated accuracy of +/- 6 seconds.
 OP0379.
 OP0379.The orthometric height was determined by differential leveling and
 OP0379.adjusted in June 1991.
 OP0379
 OP0379.The dynamic height is computed by dividing the NAVD 88
 OP0379.geopotential number by the normal gravity value computed on the
 OP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0379.degrees latitude (g = 980.6199 gals.).
 OP0379
 OP0379.The modeled gravity was interpolated from observed gravity values.
 OP0379
 OP0379;                    North         East    Units  Estimated Accuracy
 OP0379;SPC MN S     -   196,440.      711,170.      MT  (+/- 180 meters Scaled)
 OP0379
 OP0379                          SUPERSEDED SURVEY CONTROL
 OP0379
 OP0379  NGVD 29 (??/??/92)  422.681  (m)         1386.75   (f) ADJ UNCH    2 0
 OP0379
 OP0379.Superseded values are not recommended for survey control.
 OP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0379.See file dsdata.txt to determine how the superseded data were derived.
 OP0379
 OP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ308587(NAD 83)
 OP0379
 OP0379_MARKER: DB = BENCH MARK DISK
 OP0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0379_SP_SET: CONCRETE MANHOLE HOUSING
 OP0379_STAMPING: 1705 A 2 1972
 OP0379_MARK LOGO: MNHD  
 OP0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0379
 OP0379  HISTORY     - Date     Condition        Report By
 OP0379  HISTORY     - 1972     MONUMENTED       MNHD
 OP0379  HISTORY     - 1972     GOOD             MNDT
 OP0379  HISTORY     - 19810401 GOOD             MNHD
 OP0379
 OP0379                          STATION DESCRIPTION
 OP0379
 OP0379'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0379'0.5 MI E FROM WINDOM.
 OP0379'MARK IS LOCATED 0.5 EAST ALONG 6TH STREET (T.H. 62 WEST) FROM THE
 OP0379'JUNCTION OF T.H. 60 AND T.H. 62 IN WINDOM, 59 FEET NORTH OF THE
 OP0379'CENTERLINE OF COUNTY ROAD 26, 57 FEET SOUTHWEST OF THE SOUTHWEST
 OP0379'CORNER OF A MAINTENANCE SHED AT THE SOUTHWEST CORNER OF THE LAKEVIEW
 OP0379'CEMETERY.  50 FEET EAST OF A FIRE HYDRANT, 24 FEET EAST OF THE CENTER
 OP0379'OF LAKEVIEW AVENUE, IN THE SOUTHWEST CORNER OF A CONCRETE WATER MAIN
 OP0379'HOUSING (6.7 BY 5.4 BY 5.5 FEET DEEP) ABOUT 1 FOOT ABOVE STREET LEVEL.
 OP0379'SE 1/4 SECTION 25, T 105, R 36.
 OP0379
 OP0379                          STATION RECOVERY (1981)
 OP0379
 OP0379'RECOVERY NOTE BY MN HIGHWAY DEPT 1981
 OP0379'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF TRUNK HIGHWAY 60
 OP0379'AND 71 ALONG 6TH STREET IN WINDOM AND IN THE NORTHEAST QUADRANT OF
 OP0379'THE 6TH STREET AND LAKEVIEW AVENUE INTERSECTION IN THE SE 1/4 OF
 OP0379'SECTION 25, T105N, R36W.  THE MARK IS 58 FT (17.7 M) NORTH OF THE
 OP0379'CENTER OF 6TH STREET, 49.9 FT (15.2 M) EAST-SOUTHEAST OF A FIRE
 OP0379'HYDRANT, 23.4 FT (7.1 M) EAST OF AND ABOUT LEVEL WITH THE CENTER OF
 OP0379'LAKEVIEW AVENUE AT THE SOUTHWEST CORNER OF THE LAKEVIEW CEMETERY AND
 OP0379'IN THE NORTHEAST CORNER OF A 5-FOOT BY 7-FOOT CONCRETE MANHOLE
 OP0379'HOUSING.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1705 A
 OP0379'2 1972---, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE HOUSING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0375 ***********************************************************************
 OP0375  DESIGNATION -  1705 B
 OP0375  PID         -  OP0375
 OP0375  STATE/COUNTY-  MN/COTTONWOOD
 OP0375  COUNTRY     -  US
 OP0375  USGS QUAD   -  WINDOM (1970)
 OP0375
 OP0375                         *CURRENT SURVEY CONTROL
 OP0375  ______________________________________________________________________
 OP0375* NAD 83(1986) POSITION- 43 51 10.     (N) 095 06 53.     (W)   SCALED    
 OP0375* NAVD 88 ORTHO HEIGHT -   419.409  (meters)    1376.01  (feet) ADJUSTED  
 OP0375  ______________________________________________________________________
 OP0375  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 OP0375  DYNAMIC HEIGHT  -        419.318 (meters)     1375.71  (feet) COMP
 OP0375  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OP0375
 OP0375  VERT ORDER      -  SECOND    CLASS 0
 OP0375
 OP0375.The horizontal coordinates were scaled from a topographic map and have
 OP0375.an estimated accuracy of +/- 6 seconds.
 OP0375.
 OP0375.The orthometric height was determined by differential leveling and
 OP0375.adjusted in June 1991.
 OP0375
 OP0375.Photographs are available for this station.
 OP0375
 OP0375.The dynamic height is computed by dividing the NAVD 88
 OP0375.geopotential number by the normal gravity value computed on the
 OP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0375.degrees latitude (g = 980.6199 gals.).
 OP0375
 OP0375.The modeled gravity was interpolated from observed gravity values.
 OP0375
 OP0375;                    North         East    Units  Estimated Accuracy
 OP0375;SPC MN S     -   195,370.      710,380.      MT  (+/- 180 meters Scaled)
 OP0375
 OP0375                          SUPERSEDED SURVEY CONTROL
 OP0375
 OP0375  NGVD 29 (??/??/92)  419.269  (m)         1375.55   (f) ADJ UNCH    2 0
 OP0375
 OP0375.Superseded values are not recommended for survey control.
 OP0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0375.See file dsdata.txt to determine how the superseded data were derived.
 OP0375
 OP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300576(NAD 83)
 OP0375
 OP0375_MARKER: DB = BENCH MARK DISK
 OP0375_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0375_SP_SET: RAILING ON BRIDGE
 OP0375_STAMPING: 1705 B 1972
 OP0375_MARK LOGO: MNHD  
 OP0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0375
 OP0375  HISTORY     - Date     Condition        Report By
 OP0375  HISTORY     - 1972     MONUMENTED       MNHD
 OP0375  HISTORY     - 19810401 GOOD             MNDT
 OP0375
 OP0375                          STATION DESCRIPTION
 OP0375
 OP0375'DESCRIBED BY MN HIGHWAY DEPT 1972
 OP0375'0.65 MI S FROM WINDOM.
 OP0375'MARK IS LOCATED 0.65 MILES SOUTH AND SOUTHEAST ALONG T.H.S 60 AND 71
 OP0375'FROM THE JUNCTION OF T.H. 60 AND T.H. 62 IN WINDOM, 0.1 MILES
 OP0375'SOUTHEAST OF THE SOUTH JUNCTION OF T.H. 60 AND T.H. 71, IN THE
 OP0375'SOUTHEAST CORNER OF BRIDGE NO. 6872, THE CHICAGO-NORTHWESTERN RAILROAD
 OP0375'OVER T.H. 71.  SW 1/4 SECTION 36, T 105, R 36.
 OP0375
 OP0375                          STATION RECOVERY (1981)
 OP0375
 OP0375'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0375'THE MARK IS LOCATED 0.1 MI (0.2 KM) SOUTH EAST ALONG TRUNK HIGHWAY 71
 OP0375'FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS IN THE
 OP0375'SW 1/4 OF SECTION 36, T105N, R36W.  THE MARK IS 9.3 FT (2.8 M) EAST
 OP0375'OF AND 2 FT (0.6 M) HIGHER THAN THE EAST RAIL OF THE CHICAGO AND
 OP0375'NORTHWESTERN RAILROAD, 0.8 FT (0.2 M) NORTH OF AND IN THE SOUTH END
 OP0375'OF THE CONCRETE RAILING ON THE SOUTHEAST CORNER OF THE RAILROAD
 OP0375'BRIDGE OVER HIGHWAY 71.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP0375'STAMPED ---1705 B 1972---, IS CEMENTED IN A DRILL HOLE IN THE
 OP0375'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1322 ***********************************************************************
 OP1322  DESIGNATION -  1706 A RESET
 OP1322  PID         -  OP1322
 OP1322  STATE/COUNTY-  MN/COTTONWOOD
 OP1322  COUNTRY     -  US
 OP1322  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1322
 OP1322                         *CURRENT SURVEY CONTROL
 OP1322  ______________________________________________________________________
 OP1322* NAD 83(1986) POSITION- 43 52 36.     (N) 095 06 50.     (W)   SCALED    
 OP1322* NAVD 88 ORTHO HEIGHT -   415.439  (meters)    1362.99  (feet) ADJUSTED  
 OP1322  ______________________________________________________________________
 OP1322  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 OP1322  DYNAMIC HEIGHT  -        415.350 (meters)     1362.69  (feet) COMP
 OP1322  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 OP1322
 OP1322  VERT ORDER      -  SECOND    CLASS I
 OP1322
 OP1322.The horizontal coordinates were scaled from a topographic map and have
 OP1322.an estimated accuracy of +/- 6 seconds.
 OP1322.
 OP1322.The orthometric height was determined by differential leveling and
 OP1322.adjusted in June 1995.
 OP1322
 OP1322.Photographs are available for this station.
 OP1322
 OP1322.The dynamic height is computed by dividing the NAVD 88
 OP1322.geopotential number by the normal gravity value computed on the
 OP1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1322.degrees latitude (g = 980.6199 gals.).
 OP1322
 OP1322.The modeled gravity was interpolated from observed gravity values.
 OP1322
 OP1322;                    North         East    Units  Estimated Accuracy
 OP1322;SPC MN S     -   198,020.      710,480.      MT  (+/- 180 meters Scaled)
 OP1322
 OP1322                          SUPERSEDED SURVEY CONTROL
 OP1322
 OP1322.No superseded survey control is available for this station.
 OP1322
 OP1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ301603(NAD 83)
 OP1322
 OP1322_MARKER: DV = VERTICAL CONTROL DISK
 OP1322_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1322_SP_SET: WINGWALL OF BOX CULVERT
 OP1322_STAMPING: 1706 A RESET 1981
 OP1322_MARK LOGO: MNDT  
 OP1322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1322+STABILITY: SURFACE MOTION
 OP1322
 OP1322  HISTORY     - Date     Condition        Report By
 OP1322  HISTORY     - 1981     MONUMENTED       MNDT
 OP1322
 OP1322                          STATION DESCRIPTION
 OP1322
 OP1322'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1322'THE MARK IS LOCATED 0.1 MI (0.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 71
 OP1322'FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1322'HIGHWAY 71 MILEPOINT 29 IN THE NW 1/4 OF SECTION 25, T105N, R36W.
 OP1322'THE MARK IS 72 FT (21.9 M) NORTHWEST OF THE CENTER OF LANGLY STREET,
 OP1322'21.7 FT (6.6 M) NORTHEAST OF AND 1 FT (0.3 M) LOWER THAN THE
 OP1322'CENTERLINE OF HIGHWAY 71 IN THE WINGWALL IN THE SOUTHEAST END OF THE
 OP1322'NORTHEAST ABUTMENT OF A 22-FOOT BY 14-FOOT DEEP BOX CULVERT UNDER
 OP1322'HIGHWAY 71.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 OP1322'STAMPED---1706 A RESET 1981---, IS SET IN THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0385 ***********************************************************************
 OP0385  DESIGNATION -  1706 B
 OP0385  PID         -  OP0385
 OP0385  STATE/COUNTY-  MN/COTTONWOOD
 OP0385  COUNTRY     -  US
 OP0385  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0385
 OP0385                         *CURRENT SURVEY CONTROL
 OP0385  ______________________________________________________________________
 OP0385* NAD 83(1986) POSITION- 43 53 27.47   (N) 095 07 12.08   (W)   HD_HELD1  
 OP0385* NAVD 88 ORTHO HEIGHT -   429.184  (meters)    1408.08  (feet) ADJUSTED  
 OP0385  ______________________________________________________________________
 OP0385  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP0385  DYNAMIC HEIGHT  -        429.092 (meters)     1407.78  (feet) COMP
 OP0385  MODELED GRAVITY -    980,392.6   (mgal)                       NAVD 88
 OP0385
 OP0385  VERT ORDER      -  SECOND    CLASS 0
 OP0385
 OP0385.The horizontal coordinates were established by differentially corrected
 OP0385.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OP0385.
 OP0385.The orthometric height was determined by differential leveling and
 OP0385.adjusted in June 1995.
 OP0385
 OP0385.Photographs are available for this station.
 OP0385
 OP0385.The dynamic height is computed by dividing the NAVD 88
 OP0385.geopotential number by the normal gravity value computed on the
 OP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0385.degrees latitude (g = 980.6199 gals.).
 OP0385
 OP0385.The modeled gravity was interpolated from observed gravity values.
 OP0385
 OP0385;                    North         East    Units  Estimated Accuracy
 OP0385;SPC MN S     -   199,613.8     710,007.7     MT  (+/- 3 meters HH1 GPS) 
 OP0385
 OP0385                          SUPERSEDED SURVEY CONTROL
 OP0385
 OP0385  NAVD 88 (06/15/91)  429.146  (m)         1407.96   (f) SUPERSEDED  2 0
 OP0385  NGVD 29 (??/??/92)  429.013  (m)         1407.52   (f) ADJ UNCH    2 0
 OP0385
 OP0385.Superseded values are not recommended for survey control.
 OP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0385.See file dsdata.txt to determine how the superseded data were derived.
 OP0385
 OP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2971661947(NAD 83)
 OP0385
 OP0385_MARKER: DB = BENCH MARK DISK
 OP0385_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0385_SP_SET: CONCRETE POST
 OP0385_STAMPING: 1706 B 1948
 OP0385_MARK LOGO: MNHD  
 OP0385_PROJECTION: FLUSH
 OP0385_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OP0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0385+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 OP0385
 OP0385  HISTORY     - Date     Condition        Report By
 OP0385  HISTORY     - 19480401 MONUMENTED       MNHD
 OP0385  HISTORY     - 1972     GOOD             MNDT
 OP0385  HISTORY     - 19810401 GOOD             MNDT
 OP0385  HISTORY     - 20100602 GOOD             MNDT
 OP0385
 OP0385                          STATION DESCRIPTION
 OP0385
 OP0385'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0385'1 MI N FROM WINDOM.
 OP0385'MARK IS LOCATED 1.1 MILES NORTH ALONG T.H. 71 FROM THE NORTH JUNCTION
 OP0385'OF T.H. 71 AND T.H. 60 IN WINDOM, 131 FEET SOUTH OF THE CENTER OF A
 OP0385'FIELD ENTRANCE EAST (OPPOSITE COUNTY ROAD 15 WEST), 73 FEET EAST OF,
 OP0385'AND 8 FEET LOWER THAN THE CENTERLINE OF T.H. 71 AT MILE POINT 30.2
 OP0385'(STATION 1840 + 00), 22.5 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF A
 OP0385'FENCE, 2.6 FEET SOUTH OF A WOOD WITNESS POST, IN A 6 FOOT PRECAST
 OP0385'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4 SECTION
 OP0385'24, T 105, R 36.
 OP0385
 OP0385                          STATION RECOVERY (1981)
 OP0385
 OP0385'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0385'THE MARK IS LOCATED 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP0385'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP0385'HIGHWAY 71 MILEPOINT 30.2 IN THE NW 1/4 OF SECTION 24, T105N, R36W.
 OP0385'THE MARK IS 120.2 FT (36.6 M) SOUTH OF THE SOUTH END OF AN 18-INCH
 OP0385'METAL CULVERT UNDER A FIELD ENTRANCE, 73.5 FT (22.4 M) EAST AND 5 FT
 OP0385'(1.5 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71, 26.6 FT (8.1 M)
 OP0385'SOUTH OF A STEEL RP SIGN POST, 2.5 FT (0.8 M) EAST OF A WOOD GUARD
 OP0385'POST AND 0.7 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 OP0385'STANDARD MNHD BENCH MARK DISK STAMPED---1706 B 1948---, IS SET IN THE
 OP0385'TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE
 OP0385'SURFACE OF THE GROUND.
 OP0385
 OP0385                          STATION RECOVERY (2010)
 OP0385
 OP0385'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0385'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0385'THE MARK IS 0.9 MILE NORTH OF WINDOM, 1.2 MILES NORTH ALONG TRUNK
 OP0385'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP0385'HIGHWAY 60 IN WINDOM, 73.5 FEET EAST OF TRUNK HIGHWAY 71, AT TRUNK
 OP0385'HIGHWAY 71 MILEPOINT 30.2, 131.4 FEET SOUTH OF FIELD ENTRANCE, 1.0
 OP0385'FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0386 ***********************************************************************
 OP0386  DESIGNATION -  1706 C
 OP0386  PID         -  OP0386
 OP0386  STATE/COUNTY-  MN/COTTONWOOD
 OP0386  COUNTRY     -  US
 OP0386  USGS QUAD   -  BINGHAM LAKE (1970)
 OP0386
 OP0386                         *CURRENT SURVEY CONTROL
 OP0386  ______________________________________________________________________
 OP0386* NAD 83(1986) POSITION- 43 54 01.4    (N) 095 07 13.8    (W)   HD_HELD2  
 OP0386* NAVD 88 ORTHO HEIGHT -   421.805  (meters)    1383.87  (feet) ADJUSTED  
 OP0386  ______________________________________________________________________
 OP0386  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP0386  DYNAMIC HEIGHT  -        421.716 (meters)     1383.58  (feet) COMP
 OP0386  MODELED GRAVITY -    980,393.2   (mgal)                       NAVD 88
 OP0386
 OP0386  VERT ORDER      -  SECOND    CLASS 0
 OP0386
 OP0386.The horizontal coordinates were established by autonomous hand held GPS
 OP0386.observations and have an estimated accuracy of +/- 10 meters.
 OP0386.
 OP0386.The orthometric height was determined by differential leveling and
 OP0386.adjusted in June 1991.
 OP0386
 OP0386.The dynamic height is computed by dividing the NAVD 88
 OP0386.geopotential number by the normal gravity value computed on the
 OP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0386.degrees latitude (g = 980.6199 gals.).
 OP0386
 OP0386.The modeled gravity was interpolated from observed gravity values.
 OP0386
 OP0386;                    North         East    Units  Estimated Accuracy
 OP0386;SPC MN S     -   200,661.      709,984.      MT  (+/- 10 meters HH2 GPS)
 OP0386
 OP0386                          SUPERSEDED SURVEY CONTROL
 OP0386
 OP0386  NGVD 29 (??/??/92)  421.672  (m)         1383.44   (f) ADJ UNCH    2 0
 OP0386
 OP0386.Superseded values are not recommended for survey control.
 OP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0386.See file dsdata.txt to determine how the superseded data were derived.
 OP0386
 OP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2970562994(NAD 83)
 OP0386
 OP0386_MARKER: DB = BENCH MARK DISK
 OP0386_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0386_SP_SET: HEADWALL OF BOX CULVERT
 OP0386_STAMPING: 1706 C 1948
 OP0386_MARK LOGO: MNHD  
 OP0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0386+STABILITY: SURFACE MOTION
 OP0386
 OP0386  HISTORY     - Date     Condition        Report By
 OP0386  HISTORY     - 1948     MONUMENTED       MNHD
 OP0386  HISTORY     - 1972     GOOD             MNDT
 OP0386  HISTORY     - 19810401 GOOD             MNDT
 OP0386
 OP0386                          STATION DESCRIPTION
 OP0386
 OP0386'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0386'1.7 MI N FROM WINDOM.
 OP0386'MARK IS LOCATED 1.75 MILES NORTH ALONG T.H. 71 FROM THE NORTH JUNCTION
 OP0386'OF T.H. 71 AND T.H. 60 IN WINDOM, 0.65 MILES NORTH OF COUNTY ROAD 15,
 OP0386'0.4 MILES SOUTH OF COUNTY ROAD 44, IN THE SOUTHWEST CORNER OF A BOX
 OP0386'CULVERT UNDER T.H. 71 AT MILE POINT 30.8 (STATION 1874 + 39) ABOUT 20
 OP0386'FEET LOWER THAN THE ROADWAY AT A SMALL CREEK.  NE 1/4 SECTION 14, T
 OP0386'105, R 36.
 OP0386
 OP0386                          STATION RECOVERY (1981)
 OP0386
 OP0386'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0386'THE MARK IS LOCATED 1.8 MI (2.9 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP0386'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP0386'HIGHWAY 71 MILEPOINT 30.8 IN THE NE 1/4 OF SECTION 14, T105N, R36W.
 OP0386'THE MARK IS 65 FT (19.8 M) WEST OF AND 20 FT (6.1 M) LOWER THAN THE
 OP0386'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHWEST CORNER OF A
 OP0386'6-FOOT BY 7-FOOT DEEP BOX CULVERT.  THE MARK, A STANDARD MNHD BENCH
 OP0386'MARK DISK STAMPED ---1706 C 1948---, IS SET IN A DRILL HOLE IN THE
 OP0386'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1315 ***********************************************************************
 OP1315  DESIGNATION -  1706 E
 OP1315  PID         -  OP1315
 OP1315  STATE/COUNTY-  MN/COTTONWOOD
 OP1315  COUNTRY     -  US
 OP1315  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1315
 OP1315                         *CURRENT SURVEY CONTROL
 OP1315  ______________________________________________________________________
 OP1315* NAD 83(1986) POSITION- 43 57 11.     (N) 095 07 12.     (W)   SCALED    
 OP1315* NAVD 88 ORTHO HEIGHT -   433.877  (meters)    1423.48  (feet) ADJUSTED  
 OP1315  ______________________________________________________________________
 OP1315  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1315  DYNAMIC HEIGHT  -        433.786 (meters)     1423.18  (feet) COMP
 OP1315  MODELED GRAVITY -    980,395.4   (mgal)                       NAVD 88
 OP1315
 OP1315  VERT ORDER      -  SECOND    CLASS I
 OP1315
 OP1315.The horizontal coordinates were scaled from a topographic map and have
 OP1315.an estimated accuracy of +/- 6 seconds.
 OP1315.
 OP1315.The orthometric height was determined by differential leveling and
 OP1315.adjusted in June 1995.
 OP1315
 OP1315.The dynamic height is computed by dividing the NAVD 88
 OP1315.geopotential number by the normal gravity value computed on the
 OP1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1315.degrees latitude (g = 980.6199 gals.).
 OP1315
 OP1315.The modeled gravity was interpolated from observed gravity values.
 OP1315
 OP1315;                    North         East    Units  Estimated Accuracy
 OP1315;SPC MN S     -   206,510.      710,100.      MT  (+/- 180 meters Scaled)
 OP1315
 OP1315                          SUPERSEDED SURVEY CONTROL
 OP1315
 OP1315.No superseded survey control is available for this station.
 OP1315
 OP1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ298688(NAD 83)
 OP1315
 OP1315_MARKER: DB = BENCH MARK DISK
 OP1315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1315_SP_SET: HEADWALL OF BOX CULVERT
 OP1315_STAMPING: 1706 E 1967
 OP1315_MARK LOGO: MNHD  
 OP1315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1315+STABILITY: SURFACE MOTION
 OP1315
 OP1315  HISTORY     - Date     Condition        Report By
 OP1315  HISTORY     - 1967     MONUMENTED       MNHD
 OP1315  HISTORY     - 19810401 GOOD             MNDT
 OP1315
 OP1315                          STATION DESCRIPTION
 OP1315
 OP1315'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1315'THE MARK IS LOCATED 5.2 MI (8.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1315'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1315'HIGHWAY 71 MILEPOINT 34.35 IN THE SW 1/4 OF SECTION 25, J106N, R36W.
 OP1315'THE MARK IS 34.7 FT (10.6 M) EAST OF AND 4 FT (1.2 M) LOWER THAN THE
 OP1315'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 OP1315'23-FOOT BY 11-FOOT DEEP BOX CULVERT UNDER HIGHWAY 71.  THE MARK, A
 OP1315'STANDARD MNHD BENCH MARK DISK STAMPED---1706 E 1967---, IS CEMENTED
 OP1315'IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1310 ***********************************************************************
 OP1310  DESIGNATION -  1706 F
 OP1310  PID         -  OP1310
 OP1310  STATE/COUNTY-  MN/COTTONWOOD
 OP1310  COUNTRY     -  US
 OP1310  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1310
 OP1310                         *CURRENT SURVEY CONTROL
 OP1310  ______________________________________________________________________
 OP1310* NAD 83(1986) POSITION- 43 59 54.     (N) 095 07 12.     (W)   SCALED    
 OP1310* NAVD 88 ORTHO HEIGHT -   425.655  (meters)    1396.50  (feet) ADJUSTED  
 OP1310  ______________________________________________________________________
 OP1310  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 OP1310  DYNAMIC HEIGHT  -        425.567 (meters)     1396.21  (feet) COMP
 OP1310  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 OP1310
 OP1310  VERT ORDER      -  SECOND    CLASS I
 OP1310
 OP1310.The horizontal coordinates were scaled from a topographic map and have
 OP1310.an estimated accuracy of +/- 6 seconds.
 OP1310.
 OP1310.The orthometric height was determined by differential leveling and
 OP1310.adjusted in June 1995.
 OP1310
 OP1310.The dynamic height is computed by dividing the NAVD 88
 OP1310.geopotential number by the normal gravity value computed on the
 OP1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1310.degrees latitude (g = 980.6199 gals.).
 OP1310
 OP1310.The modeled gravity was interpolated from observed gravity values.
 OP1310
 OP1310;                    North         East    Units  Estimated Accuracy
 OP1310;SPC MN S     -   211,540.      710,170.      MT  (+/- 180 meters Scaled)
 OP1310
 OP1310                          SUPERSEDED SURVEY CONTROL
 OP1310
 OP1310.No superseded survey control is available for this station.
 OP1310
 OP1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300738(NAD 83)
 OP1310
 OP1310_MARKER: DB = BENCH MARK DISK
 OP1310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1310_SP_SET: HEADWALL OF BOX CULVERT
 OP1310_STAMPING: 1706 F 1967
 OP1310_MARK LOGO: MNHD  
 OP1310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1310+STABILITY: SURFACE MOTION
 OP1310
 OP1310  HISTORY     - Date     Condition        Report By
 OP1310  HISTORY     - 1967     MONUMENTED       MNHD
 OP1310  HISTORY     - 19810401 GOOD             MNDT
 OP1310
 OP1310                          STATION DESCRIPTION
 OP1310
 OP1310'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1310'THE MARK IS LOCATED 8.4 MI (13.5 KM) NORTH ALONG TRUNK HIGHWAY 71
 OP1310'FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1310'HIGHWAY 71 MILEPOINT 37.6 IN THE SE 1/4 OF SECTION 11, T106N, R36W.
 OP1310'THE MARK IS 30.5 FT (9.3 M) WEST OF AND 2 FT (0.6 M) LOWER THAN THE
 OP1310'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL OF A 22-FOOT BY 8-FOOT DEEP
 OP1310'TWIN BOX CULVERT.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1310'STAMPED---1706 F 1967---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1310'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1321 ***********************************************************************
 OP1321  DESIGNATION -  1706 G
 OP1321  PID         -  OP1321
 OP1321  STATE/COUNTY-  MN/COTTONWOOD
 OP1321  COUNTRY     -  US
 OP1321  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1321
 OP1321                         *CURRENT SURVEY CONTROL
 OP1321  ______________________________________________________________________
 OP1321* NAD 83(1986) POSITION- 43 52 41.8    (N) 095 07 07.4    (W)   HD_HELD2  
 OP1321* NAVD 88 ORTHO HEIGHT -   431.044  (meters)    1414.18  (feet) ADJUSTED  
 OP1321  ______________________________________________________________________
 OP1321  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1321  DYNAMIC HEIGHT  -        430.952 (meters)     1413.88  (feet) COMP
 OP1321  MODELED GRAVITY -    980,391.7   (mgal)                       NAVD 88
 OP1321
 OP1321  VERT ORDER      -  SECOND    CLASS I
 OP1321
 OP1321.The horizontal coordinates were established by autonomous hand held GPS
 OP1321.observations and have an estimated accuracy of +/- 10 meters.
 OP1321.
 OP1321.The orthometric height was determined by differential leveling and
 OP1321.adjusted in June 1995.
 OP1321
 OP1321.Photographs are available for this station.
 OP1321
 OP1321.The dynamic height is computed by dividing the NAVD 88
 OP1321.geopotential number by the normal gravity value computed on the
 OP1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1321.degrees latitude (g = 980.6199 gals.).
 OP1321
 OP1321.The modeled gravity was interpolated from observed gravity values.
 OP1321
 OP1321;                    North         East    Units  Estimated Accuracy
 OP1321;SPC MN S     -   198,203.      710,093.      MT  (+/- 10 meters HH2 GPS)
 OP1321
 OP1321                          SUPERSEDED SURVEY CONTROL
 OP1321
 OP1321.No superseded survey control is available for this station.
 OP1321
 OP1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2978460535(NAD 83)
 OP1321
 OP1321_MARKER: DV = VERTICAL CONTROL DISK
 OP1321_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OP1321+WITH SETTING: PAVEMENT
 OP1321_SP_SET: CONCRETE BASE FOR WATER TANK
 OP1321_STAMPING: 1706 G 1981
 OP1321_MARK LOGO: MNDT  
 OP1321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1321+STABILITY: SURFACE MOTION
 OP1321
 OP1321  HISTORY     - Date     Condition        Report By
 OP1321  HISTORY     - 1981     MONUMENTED       MNDT
 OP1321
 OP1321                          STATION DESCRIPTION
 OP1321
 OP1321'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1321'THE MARK IS LOCATED 0.35 MI (0.56 KM) NORTHWEST ALONG TRUNK HIGHWAY
 OP1321'71 FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS
 OP1321'NEAR HIGHWAY 71 MILEPOINT 29.25 IN THE SW 1/4 OF SECTION 24, T105N,
 OP1321'R36W.  THE MARK IS 250 FT (76.2 M) SOUTHWEST OF AND 25 FT (7.6 M)
 OP1321'HIGHER THAN THE CENTERLINE OF HIGHWAY 71, 67.3 FT (20.5 M)
 OP1321'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A 1-STORY FRAME HOUSE AND
 OP1321'ABOUT 1 FT (0.3 M) HIGHER THAN THE SURFACE OF THE LAWN.  THE MARK, A
 OP1321'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---1706 G 1981---,
 OP1321'IS SET IN A DRILL HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1319 ***********************************************************************
 OP1319  DESIGNATION -  1706 H
 OP1319  PID         -  OP1319
 OP1319  STATE/COUNTY-  MN/COTTONWOOD
 OP1319  COUNTRY     -  US
 OP1319  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1319
 OP1319                         *CURRENT SURVEY CONTROL
 OP1319  ______________________________________________________________________
 OP1319* NAD 83(1986) POSITION- 43 54 19.8    (N) 095 07 11.9    (W)   HD_HELD2  
 OP1319* NAVD 88 ORTHO HEIGHT -   429.687  (meters)    1409.73  (feet) ADJUSTED  
 OP1319  ______________________________________________________________________
 OP1319  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1319  DYNAMIC HEIGHT  -        429.596 (meters)     1409.43  (feet) COMP
 OP1319  MODELED GRAVITY -    980,393.5   (mgal)                       NAVD 88
 OP1319
 OP1319  VERT ORDER      -  SECOND    CLASS I
 OP1319
 OP1319.The horizontal coordinates were established by autonomous hand held GPS
 OP1319.observations and have an estimated accuracy of +/- 10 meters.
 OP1319.
 OP1319.The orthometric height was determined by differential leveling and
 OP1319.adjusted in June 1995.
 OP1319
 OP1319.The dynamic height is computed by dividing the NAVD 88
 OP1319.geopotential number by the normal gravity value computed on the
 OP1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1319.degrees latitude (g = 980.6199 gals.).
 OP1319
 OP1319.The modeled gravity was interpolated from observed gravity values.
 OP1319
 OP1319;                    North         East    Units  Estimated Accuracy
 OP1319;SPC MN S     -   201,229.      710,034.      MT  (+/- 10 meters HH2 GPS)
 OP1319
 OP1319                          SUPERSEDED SURVEY CONTROL
 OP1319
 OP1319.No superseded survey control is available for this station.
 OP1319
 OP1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2976263561(NAD 83)
 OP1319
 OP1319_MARKER: DB = BENCH MARK DISK
 OP1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1319_SP_SET: CONCRETE POST
 OP1319_STAMPING: 1706 H 1981
 OP1319_MARK LOGO: MNDT  
 OP1319_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OP1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1319+STABILITY: SURFACE MOTION
 OP1319
 OP1319  HISTORY     - Date     Condition        Report By
 OP1319  HISTORY     - 1981     MONUMENTED       MNDT
 OP1319
 OP1319                          STATION DESCRIPTION
 OP1319
 OP1319'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1319'THE MARK IS LOCATED 2 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1319'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1319'HIGHWAY 71 MILEPOINT 31.2 IN THE NW 1/4 OF SECTION 13, T105N, R36W.
 OP1319'THE MARK IS 136.5 FT (41.6 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 OP1319'2-STORY FRAME HOUSE, 81 FT (24.7 M) SOUTH OF THE CENTER OF COUNTY
 OP1319'ROAD 44, 73.2 FT (22.3 M) EAST OF AND 6 FT (1.8 M) LOWER THAN THE
 OP1319'CENTERLINE OF HIGHWAY 71, 54.5 FT (16.6 M) SOUTHEAST OF THE SOUTH END
 OP1319'OF AN 18-INCH CONCRETE CULVERT UNDER COUNTY ROAD 44, 32.5 FT (9.9 M)
 OP1319'SOUTH OF A POWER POLE WITH A GUY WIRE, 25.3 FT (7.7 M) SOUTH OF THE
 OP1319'SOUTHWEST CORNER OF A BURIED CABLE JUNCTION BOX AND 0.4 FT (0.1 M)
 OP1319'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 OP1319'DISK STAMPED---1706 H 1981---, IS SET IN THE TOP OF A MAGNETIC
 OP1319'CONCRETE POST THAT PROJECTS 6 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1317 ***********************************************************************
 OP1317  DESIGNATION -  1706 K
 OP1317  PID         -  OP1317
 OP1317  STATE/COUNTY-  MN/COTTONWOOD
 OP1317  COUNTRY     -  US
 OP1317  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1317
 OP1317                         *CURRENT SURVEY CONTROL
 OP1317  ______________________________________________________________________
 OP1317* NAD 83(2007) POSITION- 43 56 04.21822(N) 095 07 11.46149(W)   ADJUSTED  
 OP1317* NAD 83(2007) ELLIP HT-   420.544 (meters)        (02/10/07)   ADJUSTED
 OP1317* NAD 83(2007) EPOCH   -  2002.00
 OP1317* NAVD 88 ORTHO HEIGHT -   447.812  (meters)    1469.20  (feet) ADJUSTED  
 OP1317  ______________________________________________________________________
 OP1317  NAD 83(2007) X  -   -410,575.320 (meters)                     COMP
 OP1317  NAD 83(2007) Y  - -4,582,475.050 (meters)                     COMP
 OP1317  NAD 83(2007) Z  -  4,403,145.699 (meters)                     COMP
 OP1317  LAPLACE CORR    -         -3.31  (seconds)                    DEFLEC09
 OP1317  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1317  DYNAMIC HEIGHT  -        447.717 (meters)     1468.88  (feet) COMP
 OP1317  MODELED GRAVITY -    980,394.6   (mgal)                       NAVD 88
 OP1317
 OP1317  VERT ORDER      -  SECOND    CLASS I
 OP1317
 OP1317  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1317  Type                                         Horiz  Ellip  Dist(km)
 OP1317  -------------------------------------------------------------------
 OP1317  NETWORK                                       0.46   0.53
 OP1317  -------------------------------------------------------------------
 OP1317  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.55      6.51
 OP1317  -------------------------------------------------------------------
 OP1317  NOTE: Click here for information on individual local accuracy
 OP1317  values and other accuracy information.
 OP1317
 OP1317
 OP1317.The horizontal coordinates were established by GPS observations
 OP1317.and adjusted by the National Geodetic Survey in February 2007.
 OP1317
 OP1317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1317.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1317
 OP1317.The horizontal coordinates are valid at the epoch date displayed above
 OP1317.which is a decimal equivalence of Year/Month/Day.
 OP1317
 OP1317.The orthometric height was determined by differential leveling and
 OP1317.adjusted in June 1995.
 OP1317
 OP1317.Photographs are available for this station.
 OP1317
 OP1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1317
 OP1317.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1317
 OP1317.The ellipsoidal height was determined by GPS observations
 OP1317.and is referenced to NAD 83.
 OP1317
 OP1317.The dynamic height is computed by dividing the NAVD 88
 OP1317.geopotential number by the normal gravity value computed on the
 OP1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1317.degrees latitude (g = 980.6199 gals.).
 OP1317
 OP1317.The modeled gravity was interpolated from observed gravity values.
 OP1317
 OP1317. The following values were computed from the NAD 83(2007) position.
 OP1317
 OP1317;                    North         East     Units Scale Factor Converg.
 OP1317;SPC MN S     -   204,450.924   710,087.765   MT  0.99997067   -0 47 05.8
 OP1317;SPC MN S     -   670,769.41  2,329,679.61   sFT  0.99997067   -0 47 05.8
 OP1317;UTM  15      - 4,866,782.899   329,854.524   MT  0.99995607   -1 28 16.2
 OP1317
 OP1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1317!SPC MN S     -   0.99993406  x   0.99997067  =   0.99990473
 OP1317!UTM  15      -   0.99993406  x   0.99995607  =   0.99989013
 OP1317
 OP1317                          SUPERSEDED SURVEY CONTROL
 OP1317
 OP1317  NAD 83(1996)-  43 56 04.21758(N)    095 07 11.46091(W) AD(       ) 1
 OP1317  ELLIP H (05/30/05)  420.589  (m)                       GP(       ) 3 2
 OP1317  NAVD 88 (05/30/05)  447.81   (m)         1469.2    (f) LEVELING    3  
 OP1317
 OP1317.Superseded values are not recommended for survey control.
 OP1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1317.See file dsdata.txt to determine how the superseded data were derived.
 OP1317
 OP1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2985466782(NAD 83)
 OP1317
 OP1317_MARKER: DB = BENCH MARK DISK
 OP1317_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1317_SP_SET: CONCRETE POST
 OP1317_STAMPING: 1706 K 1981
 OP1317_MARK LOGO: MNHD  
 OP1317_PROJECTION: FLUSH
 OP1317_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 OP1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1317+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2010
 OP1317
 OP1317  HISTORY     - Date     Condition        Report By
 OP1317  HISTORY     - 19810601 MONUMENTED       MNHD
 OP1317  HISTORY     - 20040628 GOOD             MNDT
 OP1317  HISTORY     - 20100710 GOOD             MNDT
 OP1317  HISTORY     - 20100711 GOOD             AEROME
 OP1317
 OP1317                          STATION DESCRIPTION
 OP1317
 OP1317'DESCRIBED BY MN HIGHWAY DEPT 1981
 OP1317'THE MARK IS LOCATED 4 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1317'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1317'HIGHWAY 71 MILEPOINT 33.2 IN THE NW 1/4 OF SECTION 1, T105N, R36W.
 OP1317'THE MARK IS 71.6 FT (21.8 M) EAST OF AND 5 FT (1.5 M) LOWER THAN THE
 OP1317'CENTERLINE OF HIGHWAY 71, 60 FT (18.3 M) SOUTH OF THE CENTER OF A
 OP1317'TOWNSHIP ROAD, 46.3 FT (14.1 M) SOUTHEAST OF THE SOUTH END OF AN
 OP1317'18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD, 4.2 FT (1.3 M) NORTH
 OP1317'OF A BURIED CABLE AND 0.4 FT (0.1 M) WEST OF A STEEL WITNESS POST.
 OP1317'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED ---1706 K 1981---,
 OP1317'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 OP1317'SURFACE OF THE GROUND.
 OP1317
 OP1317                          STATION RECOVERY (2004)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OP1317'4.0 MILES (6.4 KM) NORTH OF THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND
 OP1317'TRUNK HIGHWA Y 60  IN WINDOM, 71.6 FEET (21.8 M) EAST OF TRUNK HIGHWAY
 OP1317'71, AT TRUNK HIGHWAY 7 1 MILEPOINT 33.2,  60 FEET (18.3 M) SOUTH OF
 OP1317'TOWNSHIP ROAD, 46.3 FEET (14.1 M) SOUTHEAST OF SOUTH END OF METAL
 OP1317'CULVERT, 4.2 FEET (1.3 M) NORTH OF BURIED CABLE SIGN POST, 0.4 FOOT
 OP1317'(12.2 CM) WEST OF WITNESS  POST, FLUSH, MAGNETIC.
 OP1317
 OP1317                          STATION RECOVERY (2010)
 OP1317
 OP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MM)
 OP1317'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP1317'THE MARK IS 3.8 MILES NORTH OF WINDOM, 4.2 MILES NORTH ALONG TRUNK
 OP1317'HIGHWAY 71 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 OP1317'HIGHWAY 60 IN WINDOM, 71.6 FEET EAST OF TRUNK HIGHWAY 71, AT TRUNK
 OP1317'HIGHWAY 71 MILEPOINT 33.2, 60 FEET SOUTH OF 380TH STREET, 46.3 FEET
 OP1317'SOUTHEAST OF SOUTH END OF METAL CULVERT, 4.2 FEET NORTH OF BURIED
 OP1317'CABLE SIGN POST, 0.4 FOOT WEST OF WITNESS POST.
 OP1317
 OP1317                          STATION RECOVERY (2010)
 OP1317
 OP1317'RECOVERY NOTE BY AERO METRIC INC 2010
 OP1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1314 ***********************************************************************
 OP1314  DESIGNATION -  1706 M
 OP1314  PID         -  OP1314
 OP1314  STATE/COUNTY-  MN/COTTONWOOD
 OP1314  COUNTRY     -  US
 OP1314  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1314
 OP1314                         *CURRENT SURVEY CONTROL
 OP1314  ______________________________________________________________________
 OP1314* NAD 83(1986) POSITION- 43 57 48.     (N) 095 07 10.     (W)   SCALED    
 OP1314* NAVD 88 ORTHO HEIGHT -   438.620  (meters)    1439.04  (feet) ADJUSTED  
 OP1314  ______________________________________________________________________
 OP1314  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1314  DYNAMIC HEIGHT  -        438.528 (meters)     1438.74  (feet) COMP
 OP1314  MODELED GRAVITY -    980,396.2   (mgal)                       NAVD 88
 OP1314
 OP1314  VERT ORDER      -  SECOND    CLASS I
 OP1314
 OP1314.The horizontal coordinates were scaled from a topographic map and have
 OP1314.an estimated accuracy of +/- 6 seconds.
 OP1314.
 OP1314.The orthometric height was determined by differential leveling and
 OP1314.adjusted in June 1995.
 OP1314
 OP1314.The dynamic height is computed by dividing the NAVD 88
 OP1314.geopotential number by the normal gravity value computed on the
 OP1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1314.degrees latitude (g = 980.6199 gals.).
 OP1314
 OP1314.The modeled gravity was interpolated from observed gravity values.
 OP1314
 OP1314;                    North         East    Units  Estimated Accuracy
 OP1314;SPC MN S     -   207,650.      710,160.      MT  (+/- 180 meters Scaled)
 OP1314
 OP1314                          SUPERSEDED SURVEY CONTROL
 OP1314
 OP1314.No superseded survey control is available for this station.
 OP1314
 OP1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ299699(NAD 83)
 OP1314
 OP1314_MARKER: DV = VERTICAL CONTROL DISK
 OP1314_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP1314+WITH SETTING: INTO GROUND
 OP1314_SP_SET: METAL ROD WITH BASE PLATE
 OP1314_STAMPING: 1706 M 1981
 OP1314_MARK LOGO: MNDT  
 OP1314_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1314+STABILITY: SURFACE MOTION
 OP1314
 OP1314  HISTORY     - Date     Condition        Report By
 OP1314  HISTORY     - 1981     MONUMENTED       MNDT
 OP1314
 OP1314                          STATION DESCRIPTION
 OP1314
 OP1314'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1314'THE MARK IS LOCATED 6 MI (9.7 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1314'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1314'HIGHWAY 71 MILEPOINT 35.2 IN THE NW 1/4 OF SECTION 25, T106N, R36W.
 OP1314'THE MARK IS 73.6 FT (22.4 M) EAST OF AND 3 FT (0.9 M) LOWER THAN THE
 OP1314'CENTERLINE OF HIGHWAY 71, 67 FT (20.4 M) SOUTH OF THE CENTER OF A
 OP1314'TOWNSHIP ROAD, 56.7 FT (17.3 M) SOUTHEAST OF THE SOUTH END OF AN
 OP1314'18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD, 4 FT (1.2 M) NORTHWEST
 OP1314'OF A BURIED CABLE WARNING POST AND 0.5 FT (0.2 M) WEST OF A STEEL
 OP1314'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 OP1314'STAMPED---1706 M 1981---, IS CRIMPED TO THE TOP OF AN 8-FOOT SECTION
 OP1314'OF COPPER-CLAD STEEL ROD WITH A CROSS BAR ON THE BOTTOM AND THE TOP
 OP1314'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1313 ***********************************************************************
 OP1313  DESIGNATION -  1706 N
 OP1313  PID         -  OP1313
 OP1313  STATE/COUNTY-  MN/COTTONWOOD
 OP1313  COUNTRY     -  US
 OP1313  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1313
 OP1313                         *CURRENT SURVEY CONTROL
 OP1313  ______________________________________________________________________
 OP1313* NAD 83(1986) POSITION- 43 58 40.     (N) 095 07 10.     (W)   SCALED    
 OP1313* NAVD 88 ORTHO HEIGHT -   433.794  (meters)    1423.21  (feet) ADJUSTED  
 OP1313  ______________________________________________________________________
 OP1313  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1313  DYNAMIC HEIGHT  -        433.704 (meters)     1422.91  (feet) COMP
 OP1313  MODELED GRAVITY -    980,397.5   (mgal)                       NAVD 88
 OP1313
 OP1313  VERT ORDER      -  SECOND    CLASS I
 OP1313
 OP1313.The horizontal coordinates were scaled from a topographic map and have
 OP1313.an estimated accuracy of +/- 6 seconds.
 OP1313.
 OP1313.The orthometric height was determined by differential leveling and
 OP1313.adjusted in June 1995.
 OP1313
 OP1313.The dynamic height is computed by dividing the NAVD 88
 OP1313.geopotential number by the normal gravity value computed on the
 OP1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1313.degrees latitude (g = 980.6199 gals.).
 OP1313
 OP1313.The modeled gravity was interpolated from observed gravity values.
 OP1313
 OP1313;                    North         East    Units  Estimated Accuracy
 OP1313;SPC MN S     -   209,260.      710,190.      MT  (+/- 180 meters Scaled)
 OP1313
 OP1313                          SUPERSEDED SURVEY CONTROL
 OP1313
 OP1313.No superseded survey control is available for this station.
 OP1313
 OP1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300715(NAD 83)
 OP1313
 OP1313_MARKER: DV = VERTICAL CONTROL DISK
 OP1313_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP1313+WITH SETTING: INTO GROUND
 OP1313_SP_SET: METAL ROD WITH BASE PLATE
 OP1313_STAMPING: 1706 N 1981
 OP1313_MARK LOGO: MNDT  
 OP1313_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1313+STABILITY: SURFACE MOTION
 OP1313
 OP1313  HISTORY     - Date     Condition        Report By
 OP1313  HISTORY     - 1981     MONUMENTED       MNDT
 OP1313
 OP1313                          STATION DESCRIPTION
 OP1313
 OP1313'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1313'THE MARK IS LOCATED 7 MI (11.3 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1313'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1313'HIGHWAY 71 MILEPOINT 36.2 IN THE NW 1/4 OF SECTION 24, T106N, R36W.
 OP1313'THE MARK IS 74 FT (22.6 M) EAST OF AND 3 FT (0.9 M) LOWER THAN THE
 OP1313'CENTERLINE OF HIGHWAY 71, 63 FT (19.2 M) SOUTH OF THE CENTER OF
 OP1313'COUNTY ROAD 3, 14 FT (4.3 M) SOUTH OF A POWER POLE, 9.4 FT (2.9 M)
 OP1313'SOUTH OF THE SOUTH EDGE OF A BURIED CABLE JUNCTION BOX AND 0.6 FT
 OP1313'(0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 OP1313'VERTICAL CONTROL MARK DISK STAMPED---1706 N 1981---, IS CRIMPED TO AN
 OP1313'8-FOOT SECTION OF COPPER-CLAD STEEL ROD WITH A CROSS BAR ON THE
 OP1313'BOTTOM AND THE TOP BURIED 12 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1312 ***********************************************************************
 OP1312  DESIGNATION -  1706 P
 OP1312  PID         -  OP1312
 OP1312  STATE/COUNTY-  MN/COTTONWOOD
 OP1312  COUNTRY     -  US
 OP1312  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1312
 OP1312                         *CURRENT SURVEY CONTROL
 OP1312  ______________________________________________________________________
 OP1312* NAD 83(1986) POSITION- 43 58 59.     (N) 095 07 10.     (W)   SCALED    
 OP1312* NAVD 88 ORTHO HEIGHT -   431.501  (meters)    1415.68  (feet) ADJUSTED  
 OP1312  ______________________________________________________________________
 OP1312  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1312  DYNAMIC HEIGHT  -        431.411 (meters)     1415.39  (feet) COMP
 OP1312  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 OP1312
 OP1312  VERT ORDER      -  SECOND    CLASS I
 OP1312
 OP1312.The horizontal coordinates were scaled from a topographic map and have
 OP1312.an estimated accuracy of +/- 6 seconds.
 OP1312.
 OP1312.The orthometric height was determined by differential leveling and
 OP1312.adjusted in June 1995.
 OP1312
 OP1312.The dynamic height is computed by dividing the NAVD 88
 OP1312.geopotential number by the normal gravity value computed on the
 OP1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1312.degrees latitude (g = 980.6199 gals.).
 OP1312
 OP1312.The modeled gravity was interpolated from observed gravity values.
 OP1312
 OP1312;                    North         East    Units  Estimated Accuracy
 OP1312;SPC MN S     -   209,840.      710,190.      MT  (+/- 180 meters Scaled)
 OP1312
 OP1312                          SUPERSEDED SURVEY CONTROL
 OP1312
 OP1312.No superseded survey control is available for this station.
 OP1312
 OP1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300721(NAD 83)
 OP1312
 OP1312_MARKER: DV = VERTICAL CONTROL DISK
 OP1312_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1312_SP_SET: HEADWALL OF BOX CULVERT
 OP1312_STAMPING: 1706 P 1981
 OP1312_MARK LOGO: MNDT  
 OP1312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1312+STABILITY: SURFACE MOTION
 OP1312
 OP1312  HISTORY     - Date     Condition        Report By
 OP1312  HISTORY     - 1981     MONUMENTED       MNDT
 OP1312
 OP1312                          STATION DESCRIPTION
 OP1312
 OP1312'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1312'THE MARK IS LOCATED 7.35 MI (11.83 KM) NORTH ALONG TRUNK HIGHWAY 71
 OP1312'FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1312'HIGHWAY 71 MILEPOINT 36.6 IN THE SW 1/4 OF SECTION 13, T106N, R36W.
 OP1312'THE MARK IS 27.3 FT (8.3 M) EAST OF AND 2 FT (0.6 M) LOWER THAN THE
 OP1312'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 OP1312'24-FOOT BY 8-FOOT DEEP BOX CULVERT UNDER HIGHWAY 71.  THE MARK, A
 OP1312'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---1706 P 1981---, IS
 OP1312'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1311 ***********************************************************************
 OP1311  DESIGNATION -  1706 Q
 OP1311  PID         -  OP1311
 OP1311  STATE/COUNTY-  MN/COTTONWOOD
 OP1311  COUNTRY     -  US
 OP1311  USGS QUAD   -  BINGHAM LAKE (1970)
 OP1311
 OP1311                         *CURRENT SURVEY CONTROL
 OP1311  ______________________________________________________________________
 OP1311* NAD 83(1986) POSITION- 43 59 32.     (N) 095 07 09.     (W)   SCALED    
 OP1311* NAVD 88 ORTHO HEIGHT -   434.931  (meters)    1426.94  (feet) ADJUSTED  
 OP1311  ______________________________________________________________________
 OP1311  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP1311  DYNAMIC HEIGHT  -        434.841 (meters)     1426.64  (feet) COMP
 OP1311  MODELED GRAVITY -    980,399.2   (mgal)                       NAVD 88
 OP1311
 OP1311  VERT ORDER      -  SECOND    CLASS I
 OP1311
 OP1311.The horizontal coordinates were scaled from a topographic map and have
 OP1311.an estimated accuracy of +/- 6 seconds.
 OP1311.
 OP1311.The orthometric height was determined by differential leveling and
 OP1311.adjusted in June 1995.
 OP1311
 OP1311.The dynamic height is computed by dividing the NAVD 88
 OP1311.geopotential number by the normal gravity value computed on the
 OP1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1311.degrees latitude (g = 980.6199 gals.).
 OP1311
 OP1311.The modeled gravity was interpolated from observed gravity values.
 OP1311
 OP1311;                    North         East    Units  Estimated Accuracy
 OP1311;SPC MN S     -   210,860.      710,230.      MT  (+/- 180 meters Scaled)
 OP1311
 OP1311                          SUPERSEDED SURVEY CONTROL
 OP1311
 OP1311.No superseded survey control is available for this station.
 OP1311
 OP1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300731(NAD 83)
 OP1311
 OP1311_MARKER: DV = VERTICAL CONTROL DISK
 OP1311_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP1311+WITH SETTING: INTO GROUND
 OP1311_SP_SET: METAL ROD WITH BASE PLATE
 OP1311_STAMPING: 1706 Q 1981
 OP1311_MARK LOGO: MNDT  
 OP1311_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1311+STABILITY: SURFACE MOTION
 OP1311
 OP1311  HISTORY     - Date     Condition        Report By
 OP1311  HISTORY     - 1981     MONUMENTED       MNDT
 OP1311
 OP1311                          STATION DESCRIPTION
 OP1311
 OP1311'DESCRIBED BY MN DEPT OF TRANSP 1981
 OP1311'THE MARK IS LOCATED 8 MI (12.9 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 OP1311'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP1311'HIGHWAY 71 MILEPOINT 37.2 IN THE NW 1/4 OF SECTION 13, T106N, R36W.
 OP1311'THE MARK IS 73.7 FT (22.5 M) EAST OF AND ABOUT LEVEL WITH THE
 OP1311'CENTERLINE OF HIGHWAY 71, 56.5 FT (17.2 M) SOUTH OF THE CENTER OF
 OP1311'COUNTY ROAD 50, 44.4 FT (13.5 M) SOUTHEAST OF THE SOUTH END OF AN
 OP1311'18-INCH METAL CULVERT UNDER COUNTY ROAD 50, 6.1 FT (1.9 M) SOUTH WEST
 OP1311'OF A BURIED CABLE WARNING POST AND 0.6 FT (0.2 M) WEST OF A STEEL
 OP1311'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 OP1311'STAMPED---1706 Q 1981---, IS CRIMPED TO THE TOP OF AN 8-FOOT SECTION
 OP1311'OF COPPER-CLAD STEEL ROD WITH A CROSS BAR ON THE BOTTOM AND THE TOP
 OP1311'FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1319 ***********************************************************************
 PQ1319  DESIGNATION -  1706 R
 PQ1319  PID         -  PQ1319
 PQ1319  STATE/COUNTY-  MN/COTTONWOOD
 PQ1319  COUNTRY     -  US
 PQ1319  USGS QUAD   -  SANBORN SE (1967)
 PQ1319
 PQ1319                         *CURRENT SURVEY CONTROL
 PQ1319  ______________________________________________________________________
 PQ1319* NAD 83(1986) POSITION- 44 00 25.     (N) 095 07 10.     (W)   SCALED    
 PQ1319* NAVD 88 ORTHO HEIGHT -   439.329  (meters)    1441.37  (feet) ADJUSTED  
 PQ1319  ______________________________________________________________________
 PQ1319  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PQ1319  DYNAMIC HEIGHT  -        439.239 (meters)     1441.07  (feet) COMP
 PQ1319  MODELED GRAVITY -    980,400.0   (mgal)                       NAVD 88
 PQ1319
 PQ1319  VERT ORDER      -  SECOND    CLASS I
 PQ1319
 PQ1319.The horizontal coordinates were scaled from a topographic map and have
 PQ1319.an estimated accuracy of +/- 6 seconds.
 PQ1319.
 PQ1319.The orthometric height was determined by differential leveling and
 PQ1319.adjusted in June 1995.
 PQ1319
 PQ1319.The dynamic height is computed by dividing the NAVD 88
 PQ1319.geopotential number by the normal gravity value computed on the
 PQ1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1319.degrees latitude (g = 980.6199 gals.).
 PQ1319
 PQ1319.The modeled gravity was interpolated from observed gravity values.
 PQ1319
 PQ1319;                    North         East    Units  Estimated Accuracy
 PQ1319;SPC MN S     -   212,500.      710,230.      MT  (+/- 180 meters Scaled)
 PQ1319
 PQ1319                          SUPERSEDED SURVEY CONTROL
 PQ1319
 PQ1319.No superseded survey control is available for this station.
 PQ1319
 PQ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ300748(NAD 83)
 PQ1319
 PQ1319_MARKER: DV = VERTICAL CONTROL DISK
 PQ1319_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PQ1319+WITH SETTING: INTO GROUND
 PQ1319_SP_SET: METAL ROD WITH BASE PLATE
 PQ1319_STAMPING: 1706 R 1981
 PQ1319_MARK LOGO: MNDT  
 PQ1319_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1319+STABILITY: SURFACE MOTION
 PQ1319
 PQ1319  HISTORY     - Date     Condition        Report By
 PQ1319  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1319
 PQ1319                          STATION DESCRIPTION
 PQ1319
 PQ1319'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1319'THE MARK IS LOCATED 9 MI (14.5 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1319'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 PQ1319'HIGHWAY 71 MILEPOINT 38.2 IN THE NW 1/4 OF SECTION 12, T106N, R36W.
 PQ1319'THE MARK IS 73.8 FT (22.5 M) EAST OF AND 2 FT (0.6 M) LOWER THAN THE
 PQ1319'CENTERLINE OF HIGHWAY 71, 45 FT (13.7 M) SOUTH OF THE CENTER OF A
 PQ1319'TOWNSHIP ROAD, 7.7 FT (2.3 M) SOUTH OF A POWER POLE WITH A GUY WIRE
 PQ1319'AND 0.6 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1319'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---1706 R 1981---,
 PQ1319'IS CRIMPED TO THE TOP OF AN 8-FOOT COPPER-CLAD STEEL ROD WITH A CROSS
 PQ1319'BAR ON THE BOTTOM WITH THE TOP PROJECTING 3 INCHES ABOVE GROUND
 PQ1319'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1318 ***********************************************************************
 PQ1318  DESIGNATION -  1706 S
 PQ1318  PID         -  PQ1318
 PQ1318  STATE/COUNTY-  MN/COTTONWOOD
 PQ1318  COUNTRY     -  US
 PQ1318  USGS QUAD   -  SANBORN SE (1967)
 PQ1318
 PQ1318                         *CURRENT SURVEY CONTROL
 PQ1318  ______________________________________________________________________
 PQ1318* NAD 83(1986) POSITION- 44 01 16.     (N) 095 07 10.     (W)   SCALED    
 PQ1318* NAVD 88 ORTHO HEIGHT -   443.680  (meters)    1455.64  (feet) ADJUSTED  
 PQ1318  ______________________________________________________________________
 PQ1318  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PQ1318  DYNAMIC HEIGHT  -        443.590 (meters)     1455.34  (feet) COMP
 PQ1318  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 PQ1318
 PQ1318  VERT ORDER      -  SECOND    CLASS I
 PQ1318
 PQ1318.The horizontal coordinates were scaled from a topographic map and have
 PQ1318.an estimated accuracy of +/- 6 seconds.
 PQ1318.
 PQ1318.The orthometric height was determined by differential leveling and
 PQ1318.adjusted in June 1995.
 PQ1318
 PQ1318.The dynamic height is computed by dividing the NAVD 88
 PQ1318.geopotential number by the normal gravity value computed on the
 PQ1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1318.degrees latitude (g = 980.6199 gals.).
 PQ1318
 PQ1318.The modeled gravity was interpolated from observed gravity values.
 PQ1318
 PQ1318;                    North         East    Units  Estimated Accuracy
 PQ1318;SPC MN S     -   214,070.      710,250.      MT  (+/- 180 meters Scaled)
 PQ1318
 PQ1318                          SUPERSEDED SURVEY CONTROL
 PQ1318
 PQ1318.No superseded survey control is available for this station.
 PQ1318
 PQ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ301764(NAD 83)
 PQ1318
 PQ1318_MARKER: DV = VERTICAL CONTROL DISK
 PQ1318_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PQ1318+WITH SETTING: INTO GROUND
 PQ1318_SP_SET: METAL ROD WITH BASE PLATE
 PQ1318_STAMPING: 1706 S 1981
 PQ1318_MARK LOGO: MNDT  
 PQ1318_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1318+STABILITY: SURFACE MOTION
 PQ1318
 PQ1318  HISTORY     - Date     Condition        Report By
 PQ1318  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1318
 PQ1318                          STATION DESCRIPTION
 PQ1318
 PQ1318'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1318'THE MARK IS LOCATED 10 MI (16.1 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1318'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 PQ1318'HIGHWAY 71 MILEPOINT 39.2 IN THE NW 1/4 OF SECTION 1, T106N, R36W.
 PQ1318'THE MARK IS 74.9 FT (22.8 M) EAST OF AND 6 FT (1.8 M) LOWER THAN THE
 PQ1318'CENTERLINE OF HIGHWAY 71, 66 FT (20.1 M) SOUTH OF THE CENTER OF
 PQ1318'COUNTY ROAD 51, 55.9 FT (17.0 M) SOUTHWEST OF THE WEST END OF A
 PQ1318'15-INCH METAL CULVERT UNDER A FIELD ENTRANCE AND 0.6 FT (0.2 M) WEST
 PQ1318'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PQ1318'MARK DISK STAMPED---1706 S 1981---, IS CRIMPED TO THE TOP OF AN
 PQ1318'8-FOOT SECTION OF COPPER-CLAD STEEL ROD WITH A CROSS BAR ON THE
 PQ1318'BOTTOM WITH THE TOP PROJECTING 3 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1315 ***********************************************************************
 PQ1315  DESIGNATION -  1706 T
 PQ1315  PID         -  PQ1315
 PQ1315  STATE/COUNTY-  MN/COTTONWOOD
 PQ1315  COUNTRY     -  US
 PQ1315  USGS QUAD   -  SANBORN SE (1967)
 PQ1315
 PQ1315                         *CURRENT SURVEY CONTROL
 PQ1315  ______________________________________________________________________
 PQ1315* NAD 83(1986) POSITION- 44 02 09.     (N) 095 07 11.     (W)   SCALED    
 PQ1315* NAVD 88 ORTHO HEIGHT -   444.283  (meters)    1457.62  (feet) ADJUSTED  
 PQ1315  ______________________________________________________________________
 PQ1315  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PQ1315  DYNAMIC HEIGHT  -        444.194 (meters)     1457.33  (feet) COMP
 PQ1315  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 PQ1315
 PQ1315  VERT ORDER      -  SECOND    CLASS I
 PQ1315
 PQ1315.The horizontal coordinates were scaled from a topographic map and have
 PQ1315.an estimated accuracy of +/- 6 seconds.
 PQ1315.
 PQ1315.The orthometric height was determined by differential leveling and
 PQ1315.adjusted in June 1995.
 PQ1315
 PQ1315.The dynamic height is computed by dividing the NAVD 88
 PQ1315.geopotential number by the normal gravity value computed on the
 PQ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1315.degrees latitude (g = 980.6199 gals.).
 PQ1315
 PQ1315.The modeled gravity was interpolated from observed gravity values.
 PQ1315
 PQ1315;                    North         East    Units  Estimated Accuracy
 PQ1315;SPC MN S     -   215,710.      710,250.      MT  (+/- 180 meters Scaled)
 PQ1315
 PQ1315                          SUPERSEDED SURVEY CONTROL
 PQ1315
 PQ1315.No superseded survey control is available for this station.
 PQ1315
 PQ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ301780(NAD 83)
 PQ1315
 PQ1315_MARKER: DV = VERTICAL CONTROL DISK
 PQ1315_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PQ1315+WITH SETTING: INTO GROUND
 PQ1315_SP_SET: METAL ROD WITH BASE PLATE
 PQ1315_STAMPING: 1706 T 1981
 PQ1315_MARK LOGO: MNDT  
 PQ1315_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1315+STABILITY: SURFACE MOTION
 PQ1315
 PQ1315  HISTORY     - Date     Condition        Report By
 PQ1315  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1315
 PQ1315                          STATION DESCRIPTION
 PQ1315
 PQ1315'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1315'THE MARK IS LOCATED 1 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1315'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1315'HIGHWAY 71 MILEPOINT 40.2 NEAR THE NW CORNER OF SECTION 36, T107N,
 PQ1315'R36W.  THE MARK IS 73.6 FT (22.4 M) EAST OF AND 2 FT (0.6 M) LOWER
 PQ1315'THAN THE CENTERLINE OF HIGHWAY 71, 63 FT (19.2 M) SOUTH OF THE CENTER
 PQ1315'OF A TOWNSHIP ROAD, 26.9 FT (8.2 M) SOUTH OF A BURIED TELEPHONE CABLE
 PQ1315'PEDESTAL AND 0.6 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK,
 PQ1315'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---1706 T 1981---,
 PQ1315'IS CRIMPED TO THE TOP OF AN 8-FOOT SECTION OF COPPER-CLAD STEEL ROD
 PQ1315'WITH A CROSS BAR ON THE BOTTOM AND PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1286 ***********************************************************************
 PQ1286  DESIGNATION -  1707 A
 PQ1286  PID         -  PQ1286
 PQ1286  STATE/COUNTY-  MN/COTTONWOOD
 PQ1286  COUNTRY     -  US
 PQ1286  USGS QUAD   -  SANBORN NE (1967)
 PQ1286
 PQ1286                         *CURRENT SURVEY CONTROL
 PQ1286  ______________________________________________________________________
 PQ1286* NAD 83(1986) POSITION- 44 11 43.04   (N) 095 07 15.42   (W)   HD_HELD1  
 PQ1286* NAVD 88 ORTHO HEIGHT -   320.537  (meters)    1051.63  (feet) ADJUSTED  
 PQ1286  ______________________________________________________________________
 PQ1286  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 PQ1286  DYNAMIC HEIGHT  -        320.483 (meters)     1051.45  (feet) COMP
 PQ1286  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 PQ1286
 PQ1286  VERT ORDER      -  SECOND    CLASS I
 PQ1286
 PQ1286.The horizontal coordinates were established by differentially corrected
 PQ1286.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1286.
 PQ1286.The orthometric height was determined by differential leveling and
 PQ1286.adjusted in June 1995.
 PQ1286
 PQ1286.Photographs are available for this station.
 PQ1286
 PQ1286.The dynamic height is computed by dividing the NAVD 88
 PQ1286.geopotential number by the normal gravity value computed on the
 PQ1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1286.degrees latitude (g = 980.6199 gals.).
 PQ1286
 PQ1286.The modeled gravity was interpolated from observed gravity values.
 PQ1286
 PQ1286;                    North         East    Units  Estimated Accuracy
 PQ1286;SPC MN S     -   233,424.6     710,396.8     MT  (+/- 3 meters HH1 GPS) 
 PQ1286
 PQ1286                          SUPERSEDED SURVEY CONTROL
 PQ1286
 PQ1286.No superseded survey control is available for this station.
 PQ1286
 PQ1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3051295750(NAD 83)
 PQ1286
 PQ1286_MARKER: DB = BENCH MARK DISK
 PQ1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1286_SP_SET: CONCRETE POST
 PQ1286_STAMPING: 1707 A 1962
 PQ1286_MARK LOGO: MNHD  
 PQ1286_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1286+STABILITY: SURFACE MOTION
 PQ1286
 PQ1286  HISTORY     - Date     Condition        Report By
 PQ1286  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1286  HISTORY     - 19810401 GOOD             MNDT
 PQ1286
 PQ1286                          STATION DESCRIPTION
 PQ1286
 PQ1286'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1286'THE MARK IS LOCATED 0.9 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1286'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1286'MILEPOINT 51.2 NEAR THE NW CORNER OF SECTION 1, T108N, R36W.  THE
 PQ1286'MARK IS 74 FT (22.6 M) EAST OF AND 5 FT (1.5 M) LOWER THAN THE
 PQ1286'CENTERLINE OF HIGHWAY 71, 66.5 FT (20.3 M) EAST-SOUTHEAST OF THE
 PQ1286'CENTER OF HIGHWAY 71 STATIONING STENCIL 190, 34.5 FT (10.5 M)
 PQ1286'NORTHEAST OF A POWER LINE GUY POLE, 10.2 FT (3.1 M) EAST OF POWER
 PQ1286'POLE NUMBER 303-12 WITH A GUY WIRE, 8 FT (2.4 M) SOUTH OF A POWER
 PQ1286'POLE, 5 FT (1.5 M) SOUTH OF THE EASTERLY EXTENSION OF THE CENTER OF
 PQ1286'COUNTY ROAD 12, 1.9 FT (0.6 M) NORTHWEST OF A STEEL CORNER FENCE POST
 PQ1286'AND 0.6 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1286'STANDARD MNHD BENCH MARK DISK STAMPED---1707 A 1962---, IS SET IN THE
 PQ1286'TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1287 ***********************************************************************
 PQ1287  DESIGNATION -  1707 B
 PQ1287  PID         -  PQ1287
 PQ1287  STATE/COUNTY-  MN/COTTONWOOD
 PQ1287  COUNTRY     -  US
 PQ1287  USGS QUAD   -  SANBORN NE (1967)
 PQ1287
 PQ1287                         *CURRENT SURVEY CONTROL
 PQ1287  ______________________________________________________________________
 PQ1287* NAD 83(2007) POSITION- 44 10 50.79047(N) 095 07 14.96740(W)   ADJUSTED  
 PQ1287* NAD 83(2007) ELLIP HT-   311.948 (meters)        (02/10/07)   ADJUSTED
 PQ1287* NAD 83(2007) EPOCH   -  2002.00
 PQ1287* NAVD 88 ORTHO HEIGHT -   339.349  (meters)    1113.35  (feet) ADJUSTED  
 PQ1287  ______________________________________________________________________
 PQ1287  NAD 83(2007) X  -   -408,947.746 (meters)                     COMP
 PQ1287  NAD 83(2007) Y  - -4,563,436.860 (meters)                     COMP
 PQ1287  NAD 83(2007) Z  -  4,422,736.106 (meters)                     COMP
 PQ1287  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 PQ1287  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 PQ1287  DYNAMIC HEIGHT  -        339.291 (meters)     1113.16  (feet) COMP
 PQ1287  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 PQ1287
 PQ1287  VERT ORDER      -  SECOND    CLASS I
 PQ1287
 PQ1287  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1287  Type                                         Horiz  Ellip  Dist(km)
 PQ1287  -------------------------------------------------------------------
 PQ1287  NETWORK                                       0.77   0.74
 PQ1287  -------------------------------------------------------------------
 PQ1287  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   0.71      5.60
 PQ1287  -------------------------------------------------------------------
 PQ1287  NOTE: Click here for information on individual local accuracy
 PQ1287  values and other accuracy information.
 PQ1287
 PQ1287
 PQ1287.The horizontal coordinates were established by GPS observations
 PQ1287.and adjusted by the National Geodetic Survey in February 2007.
 PQ1287
 PQ1287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1287.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1287
 PQ1287.The horizontal coordinates are valid at the epoch date displayed above
 PQ1287.which is a decimal equivalence of Year/Month/Day.
 PQ1287
 PQ1287.The orthometric height was determined by differential leveling and
 PQ1287.adjusted in June 1995.
 PQ1287
 PQ1287.Photographs are available for this station.
 PQ1287
 PQ1287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1287
 PQ1287.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1287
 PQ1287.The ellipsoidal height was determined by GPS observations
 PQ1287.and is referenced to NAD 83.
 PQ1287
 PQ1287.The dynamic height is computed by dividing the NAVD 88
 PQ1287.geopotential number by the normal gravity value computed on the
 PQ1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1287.degrees latitude (g = 980.6199 gals.).
 PQ1287
 PQ1287.The modeled gravity was interpolated from observed gravity values.
 PQ1287
 PQ1287. The following values were computed from the NAD 83(2007) position.
 PQ1287
 PQ1287;                    North         East     Units Scale Factor Converg.
 PQ1287;SPC MN S     -   231,812.024   710,384.752   MT  0.99993762   -0 47 08.2
 PQ1287;SPC MN S     -   760,536.62  2,330,653.97   sFT  0.99993762   -0 47 08.2
 PQ1287;UTM  15      - 4,894,138.502   330,480.756   MT  0.99995343   -1 28 42.3
 PQ1287
 PQ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1287!SPC MN S     -   0.99995109  x   0.99993762  =   0.99988871
 PQ1287!UTM  15      -   0.99995109  x   0.99995343  =   0.99990452
 PQ1287
 PQ1287                          SUPERSEDED SURVEY CONTROL
 PQ1287
 PQ1287  NAD 83(1996)-  44 10 50.78983(N)    095 07 14.96668(W) AD(       ) 1
 PQ1287  ELLIP H (05/30/05)  311.989  (m)                       GP(       ) 3 2
 PQ1287  NAVD 88 (05/30/05)  339.35   (m)         1113.4    (f) LEVELING    3  
 PQ1287
 PQ1287.Superseded values are not recommended for survey control.
 PQ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1287.See file dsdata.txt to determine how the superseded data were derived.
 PQ1287
 PQ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3048094138(NAD 83)
 PQ1287
 PQ1287_MARKER: DB = BENCH MARK DISK
 PQ1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1287_SP_SET: CONCRETE POST
 PQ1287_STAMPING: 1707 B 1962
 PQ1287_MARK LOGO: MNHD  
 PQ1287_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1287+STABILITY: SURFACE MOTION
 PQ1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1287+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 PQ1287
 PQ1287  HISTORY     - Date     Condition        Report By
 PQ1287  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1287  HISTORY     - 19810401 GOOD             MNDT
 PQ1287  HISTORY     - 20040628 GOOD             MNDT
 PQ1287  HISTORY     - 20050719 GOOD             MNDT
 PQ1287
 PQ1287                          STATION DESCRIPTION
 PQ1287
 PQ1287'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1287'THE MARK IS LOCATED 1.9 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1287'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1287'MILEPOINT 50.2 NEAR THE SW CORNER OF SECTION 1, T108N, R36W.  THE
 PQ1287'MARK IS 88.8 FT (27.1 M) WEST-NORTHWEST OF A R/W SIGN POST, 87.5 FT
 PQ1287'(26.7 M) SOUTH OF POWER POLE NUMBER 358-1 WITH A GUY WIRE, 72.6 FT
 PQ1287'(22.1 M) EAST OF AND 7 FT (2.1 M) LOWER THAN THE CENTERLINE OF
 PQ1287'HIGHWAY 71, 48.2 FT (14.7 M) SOUTH OF A R/W SIGN POST, 34 FT (10.4 M)
 PQ1287'NORTH OF THE CENTER OF THE TOWNSHIP ROAD AND 0.6 FT (0.2 M) WEST OF A
 PQ1287'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PQ1287'STAMPED---1707 B 1962---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 PQ1287'POST THAT IS FLUSH WITH THE GROUND.
 PQ1287
 PQ1287                          STATION RECOVERY (2004)
 PQ1287
 PQ1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PQ1287'1.9 MILES (3.1 KM) SOUTH OF JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY
 PQ1287'ROAD 15 IN SANBORN,  AT TRUNK HIGHWAY 71 MILEPOINT 50.2, 72.6 FEET
 PQ1287'(22.1 M) EAST OF TRUNK HIGHWAY 71, 88.8 FEET  (27.1 M) WEST-NORTHWEST
 PQ1287'OF RIGHT OF WAY POST, 87.5 FEET (26.7 M) SOUTH OF POWER POLE WITH  GUY
 PQ1287'WIRE, 48.2 FEET (14.7 M) SOUTH OF RIGHT OF WA Y POST, 34 FEET (10.4 M)
 PQ1287'NORTH OF 210TH  STREET, 0.6 FOOT (18.3 CM) WEST OF WITNESS POST.
 PQ1287'RECESSED 12 INCHES, MAGNETIC.
 PQ1287
 PQ1287                          STATION RECOVERY (2005)
 PQ1287
 PQ1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1287'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1287'THE MARK IS 2 MILES (3.2 KM) SOUTH OF SANBORN, 1.9 MILES (3.1 KM)
 PQ1287'SOUTH OF JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 15 IN SANBORN,
 PQ1287'AT TRUNK HIGHWAY 71 MILEPOINT 50.2, 72.6 FEET (22.1 M) EAST OF TRUNK
 PQ1287'HIGHWAY 71, 88.8 FEET (27.1 M) WEST-NORTHWEST OF RIGHT OF WAY POST,
 PQ1287'87.5 FEET (26.7 M) SOUTH OF POWER POLE 358-1 WITH GUY WIRE, 48.2 FEET
 PQ1287'(14.7 M) SOUTH OF RIGHT OF WAY POST, 34 FEET (10.4 M) NORTH OF 210TH
 PQ1287'STREET, 0.6 FEET (18.3 CM) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1288 ***********************************************************************
 PQ1288  DESIGNATION -  1707 B 1
 PQ1288  PID         -  PQ1288
 PQ1288  STATE/COUNTY-  MN/COTTONWOOD
 PQ1288  COUNTRY     -  US
 PQ1288  USGS QUAD   -  SANBORN NE (1967)
 PQ1288
 PQ1288                         *CURRENT SURVEY CONTROL
 PQ1288  ______________________________________________________________________
 PQ1288* NAD 83(1986) POSITION- 44 10 48.     (N) 095 07 16.     (W)   SCALED    
 PQ1288* NAVD 88 ORTHO HEIGHT -   336.626  (meters)    1104.41  (feet) ADJUSTED  
 PQ1288  ______________________________________________________________________
 PQ1288  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 PQ1288  DYNAMIC HEIGHT  -        336.569 (meters)     1104.23  (feet) COMP
 PQ1288  MODELED GRAVITY -    980,438.3   (mgal)                       NAVD 88
 PQ1288
 PQ1288  VERT ORDER      -  SECOND    CLASS I
 PQ1288
 PQ1288.The horizontal coordinates were scaled from a topographic map and have
 PQ1288.an estimated accuracy of +/- 6 seconds.
 PQ1288.
 PQ1288.The orthometric height was determined by differential leveling and
 PQ1288.adjusted in June 1995.
 PQ1288
 PQ1288.The dynamic height is computed by dividing the NAVD 88
 PQ1288.geopotential number by the normal gravity value computed on the
 PQ1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1288.degrees latitude (g = 980.6199 gals.).
 PQ1288
 PQ1288.The modeled gravity was interpolated from observed gravity values.
 PQ1288
 PQ1288;                    North         East    Units  Estimated Accuracy
 PQ1288;SPC MN S     -   231,730.      710,360.      MT  (+/- 180 meters Scaled)
 PQ1288
 PQ1288                          SUPERSEDED SURVEY CONTROL
 PQ1288
 PQ1288.No superseded survey control is available for this station.
 PQ1288
 PQ1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ304940(NAD 83)
 PQ1288
 PQ1288_MARKER: DB = BENCH MARK DISK
 PQ1288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1288_SP_SET: HEADWALL OF BOX CULVERT
 PQ1288_STAMPING: 1707 B 1 1981
 PQ1288_MARK LOGO: MNDT  
 PQ1288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1288+STABILITY: SURFACE MOTION
 PQ1288
 PQ1288  HISTORY     - Date     Condition        Report By
 PQ1288  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1288
 PQ1288                          STATION DESCRIPTION
 PQ1288
 PQ1288'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1288'THE MARK IS LOCATED 1.95 MI (3.14 KM) SOUTH ALONG TRUNK HIGHWAY 71
 PQ1288'FROM ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY
 PQ1288'71 MILEPOINT 50.15 IN THE NW 1/4 OF SECTION 12, T108N, R36W.  THE
 PQ1288'MARK IS 64 FT (19.5 M) EAST OF AND 25 FT (7.6 M) LOWER THAN THE
 PQ1288'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 PQ1288'8-FOOT SQUARE BOX CULVERT.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1288'STAMPED---1707 B 1 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 PQ1288'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1289 ***********************************************************************
 PQ1289  DESIGNATION -  1707 C
 PQ1289  PID         -  PQ1289
 PQ1289  STATE/COUNTY-  MN/COTTONWOOD
 PQ1289  COUNTRY     -  US
 PQ1289  USGS QUAD   -  SANBORN NE (1967)
 PQ1289
 PQ1289                         *CURRENT SURVEY CONTROL
 PQ1289  ______________________________________________________________________
 PQ1289* NAD 83(1986) POSITION- 44 10 24.     (N) 095 07 18.     (W)   SCALED    
 PQ1289* NAVD 88 ORTHO HEIGHT -   345.249  (meters)    1132.70  (feet) ADJUSTED  
 PQ1289  ______________________________________________________________________
 PQ1289  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 PQ1289  DYNAMIC HEIGHT  -        345.190 (meters)     1132.51  (feet) COMP
 PQ1289  MODELED GRAVITY -    980,436.9   (mgal)                       NAVD 88
 PQ1289
 PQ1289  VERT ORDER      -  SECOND    CLASS I
 PQ1289
 PQ1289.The horizontal coordinates were scaled from a topographic map and have
 PQ1289.an estimated accuracy of +/- 6 seconds.
 PQ1289.
 PQ1289.The orthometric height was determined by differential leveling and
 PQ1289.adjusted in June 1995.
 PQ1289
 PQ1289.The dynamic height is computed by dividing the NAVD 88
 PQ1289.geopotential number by the normal gravity value computed on the
 PQ1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1289.degrees latitude (g = 980.6199 gals.).
 PQ1289
 PQ1289.The modeled gravity was interpolated from observed gravity values.
 PQ1289
 PQ1289;                    North         East    Units  Estimated Accuracy
 PQ1289;SPC MN S     -   230,990.      710,310.      MT  (+/- 180 meters Scaled)
 PQ1289
 PQ1289                          SUPERSEDED SURVEY CONTROL
 PQ1289
 PQ1289.No superseded survey control is available for this station.
 PQ1289
 PQ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303933(NAD 83)
 PQ1289
 PQ1289_MARKER: DB = BENCH MARK DISK
 PQ1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1289_SP_SET: CONCRETE POST
 PQ1289_STAMPING: 1707 C 1962
 PQ1289_MARK LOGO: MNHD  
 PQ1289_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1289+STABILITY: SURFACE MOTION
 PQ1289
 PQ1289  HISTORY     - Date     Condition        Report By
 PQ1289  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1289  HISTORY     - 19810401 GOOD             MNDT
 PQ1289
 PQ1289                          STATION DESCRIPTION
 PQ1289
 PQ1289'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1289'THE MARK IS LOCATED 2.4 MI (3.9 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1289'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1289'MILEPOINT 49.7 NEAR THE E 1/4 CORNER OF SECTION 11, T108N, R36W.  THE
 PQ1289'MARK IS 80.4 FT (24.5 M) WEST OF AND 5 FT (1.5 M) LOWER THAN THE
 PQ1289'CENTERLINE OF HIGHWAY 71, 27.7 FT (8.4 M) WEST OF THE SOUTH END OF AN
 PQ1289'18-INCH METAL CULVERT UNDER A FIELD ENTRANCE, 15 FT (4.6 M) SOUTH OF
 PQ1289'THE CENTER OF THE FIELD ENTRANCE, 6.5 FT (2.0 M) WEST OF POWER POLE
 PQ1289'NUMBER 300-91, 3.6 FT (1.1 M) WEST OF A CORNER FENCE POST, 1 FT (0.3
 PQ1289'M) SOUTH OF A FENCE LINE AND 0.5 FT (0.2 M) EAST OF A STEEL WITNESS
 PQ1289'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED ---1707 C
 PQ1289'1962---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED
 PQ1289'6 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1290 ***********************************************************************
 PQ1290  DESIGNATION -  1707 D
 PQ1290  PID         -  PQ1290
 PQ1290  STATE/COUNTY-  MN/COTTONWOOD
 PQ1290  COUNTRY     -  US
 PQ1290  USGS QUAD   -  SANBORN NE (1967)
 PQ1290
 PQ1290                         *CURRENT SURVEY CONTROL
 PQ1290  ______________________________________________________________________
 PQ1290* NAD 83(1986) POSITION- 44 09 59.     (N) 095 07 18.     (W)   SCALED    
 PQ1290* NAVD 88 ORTHO HEIGHT -   354.625  (meters)    1163.47  (feet) ADJUSTED  
 PQ1290  ______________________________________________________________________
 PQ1290  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 PQ1290  DYNAMIC HEIGHT  -        354.563 (meters)     1163.26  (feet) COMP
 PQ1290  MODELED GRAVITY -    980,435.4   (mgal)                       NAVD 88
 PQ1290
 PQ1290  VERT ORDER      -  SECOND    CLASS I
 PQ1290
 PQ1290.The horizontal coordinates were scaled from a topographic map and have
 PQ1290.an estimated accuracy of +/- 6 seconds.
 PQ1290.
 PQ1290.The orthometric height was determined by differential leveling and
 PQ1290.adjusted in June 1995.
 PQ1290
 PQ1290.The dynamic height is computed by dividing the NAVD 88
 PQ1290.geopotential number by the normal gravity value computed on the
 PQ1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1290.degrees latitude (g = 980.6199 gals.).
 PQ1290
 PQ1290.The modeled gravity was interpolated from observed gravity values.
 PQ1290
 PQ1290;                    North         East    Units  Estimated Accuracy
 PQ1290;SPC MN S     -   230,220.      710,300.      MT  (+/- 180 meters Scaled)
 PQ1290
 PQ1290                          SUPERSEDED SURVEY CONTROL
 PQ1290
 PQ1290.No superseded survey control is available for this station.
 PQ1290
 PQ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303925(NAD 83)
 PQ1290
 PQ1290_MARKER: DB = BENCH MARK DISK
 PQ1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1290_SP_SET: CONCRETE POST
 PQ1290_STAMPING: 1707 D 1962
 PQ1290_MARK LOGO: MNHD  
 PQ1290_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1290+STABILITY: SURFACE MOTION
 PQ1290
 PQ1290  HISTORY     - Date     Condition        Report By
 PQ1290  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1290  HISTORY     - 19810401 GOOD             MNDT
 PQ1290
 PQ1290                          STATION DESCRIPTION
 PQ1290
 PQ1290'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1290'THE MARK IS LOCATED 2.9 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1290'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1290'MILEPOINT 49.2 NEAR THE SE CORNER OF SECTION 11, T108N, R36W.  THE
 PQ1290'MARK IS 158.5 FT (48.3 M) WEST OF AND 7 FT (2.1 M) LOWER THAN THE
 PQ1290'CENTERLINE OF HIGHWAY 71, 88.4 FT (26.9 M) WEST OF POWER POLE NUMBER
 PQ1290'300-105 WITH GUY WIRES, 47 FT (14.3 M) NORTH OF THE CENTER OF COUNTY
 PQ1290'ROAD 11, 2.8 FT (0.9 M) SOUTH OF A STEEL R/W POST AND 0.5 FT (0.2 M)
 PQ1290'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 PQ1290'DISK STAMPED---1707 D 1962---, IS SET IN THE TOP OF A MAGNETIC
 PQ1290'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1291 ***********************************************************************
 PQ1291  DESIGNATION -  1707 E
 PQ1291  PID         -  PQ1291
 PQ1291  STATE/COUNTY-  MN/COTTONWOOD
 PQ1291  COUNTRY     -  US
 PQ1291  USGS QUAD   -  SANBORN NE (1967)
 PQ1291
 PQ1291                         *CURRENT SURVEY CONTROL
 PQ1291  ______________________________________________________________________
 PQ1291* NAD 83(1986) POSITION- 44 09 32.     (N) 095 07 18.     (W)   SCALED    
 PQ1291* NAVD 88 ORTHO HEIGHT -   352.396  (meters)    1156.15  (feet) ADJUSTED  
 PQ1291  ______________________________________________________________________
 PQ1291  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PQ1291  DYNAMIC HEIGHT  -        352.335 (meters)     1155.95  (feet) COMP
 PQ1291  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 PQ1291
 PQ1291  VERT ORDER      -  SECOND    CLASS I
 PQ1291
 PQ1291.The horizontal coordinates were scaled from a topographic map and have
 PQ1291.an estimated accuracy of +/- 6 seconds.
 PQ1291.
 PQ1291.The orthometric height was determined by differential leveling and
 PQ1291.adjusted in June 1995.
 PQ1291
 PQ1291.The dynamic height is computed by dividing the NAVD 88
 PQ1291.geopotential number by the normal gravity value computed on the
 PQ1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1291.degrees latitude (g = 980.6199 gals.).
 PQ1291
 PQ1291.The modeled gravity was interpolated from observed gravity values.
 PQ1291
 PQ1291;                    North         East    Units  Estimated Accuracy
 PQ1291;SPC MN S     -   229,380.      710,280.      MT  (+/- 180 meters Scaled)
 PQ1291
 PQ1291                          SUPERSEDED SURVEY CONTROL
 PQ1291
 PQ1291.No superseded survey control is available for this station.
 PQ1291
 PQ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303917(NAD 83)
 PQ1291
 PQ1291_MARKER: DB = BENCH MARK DISK
 PQ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1291_SP_SET: CONCRETE POST
 PQ1291_STAMPING: 1707 E 1962
 PQ1291_MARK LOGO: MNHD  
 PQ1291_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1291+STABILITY: SURFACE MOTION
 PQ1291
 PQ1291  HISTORY     - Date     Condition        Report By
 PQ1291  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1291  HISTORY     - 19810401 GOOD             MNDT
 PQ1291
 PQ1291                          STATION DESCRIPTION
 PQ1291
 PQ1291'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1291'THE MARK IS LOCATED 3.4 MI (5.5 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1291'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1291'MILEPOINT 48.7 NEAR THE E 1/4 CORNER OF SECTION 14, T108N, R36W.  THE
 PQ1291'MARK IS 73.5 FT (22.4 M) WEST OF THE CENTERLINE OF HIGHWAY 71, 71 FT
 PQ1291'(21.6 M) SOUTH OF A POWER POLE WITH GUY WIRES, 44.5 FT (13.6 M)
 PQ1291'SOUTHWEST OF THE WEST END OF A 30-INCH CONCRETE CULVERT UNDER THE
 PQ1291'HIGHWAY, 9.5 FT (2.9 M) EAST OF A 6-INCH CEDAR TREE AND 0.5 FT (0.2
 PQ1291'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PQ1291'MARK DISK STAMPED---1707 E 1962---, IS SET IN THE TOP OF A MAGNETIC
 PQ1291'CONCRETE POST THAT PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1292 ***********************************************************************
 PQ1292  DESIGNATION -  1707 F
 PQ1292  PID         -  PQ1292
 PQ1292  STATE/COUNTY-  MN/COTTONWOOD
 PQ1292  COUNTRY     -  US
 PQ1292  USGS QUAD   -  SANBORN NE (1967)
 PQ1292
 PQ1292                         *CURRENT SURVEY CONTROL
 PQ1292  ______________________________________________________________________
 PQ1292* NAD 83(1986) POSITION- 44 08 50.     (N) 095 07 16.     (W)   SCALED    
 PQ1292* NAVD 88 ORTHO HEIGHT -   345.260  (meters)    1132.74  (feet) ADJUSTED  
 PQ1292  ______________________________________________________________________
 PQ1292  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PQ1292  DYNAMIC HEIGHT  -        345.199 (meters)     1132.54  (feet) COMP
 PQ1292  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 PQ1292
 PQ1292  VERT ORDER      -  SECOND    CLASS I
 PQ1292
 PQ1292.The horizontal coordinates were scaled from a topographic map and have
 PQ1292.an estimated accuracy of +/- 6 seconds.
 PQ1292.
 PQ1292.The orthometric height was determined by differential leveling and
 PQ1292.adjusted in June 1995.
 PQ1292
 PQ1292.The dynamic height is computed by dividing the NAVD 88
 PQ1292.geopotential number by the normal gravity value computed on the
 PQ1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1292.degrees latitude (g = 980.6199 gals.).
 PQ1292
 PQ1292.The modeled gravity was interpolated from observed gravity values.
 PQ1292
 PQ1292;                    North         East    Units  Estimated Accuracy
 PQ1292;SPC MN S     -   228,090.      710,310.      MT  (+/- 180 meters Scaled)
 PQ1292
 PQ1292                          SUPERSEDED SURVEY CONTROL
 PQ1292
 PQ1292.No superseded survey control is available for this station.
 PQ1292
 PQ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303904(NAD 83)
 PQ1292
 PQ1292_MARKER: DB = BENCH MARK DISK
 PQ1292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1292_SP_SET: HEADWALL OF BOX CULVERT
 PQ1292_STAMPING: 1707 F 1962
 PQ1292_MARK LOGO: MNHD  
 PQ1292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1292+STABILITY: SURFACE MOTION
 PQ1292
 PQ1292  HISTORY     - Date     Condition        Report By
 PQ1292  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1292  HISTORY     - 19810401 GOOD             MNDT
 PQ1292
 PQ1292                          STATION DESCRIPTION
 PQ1292
 PQ1292'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1292'THE MARK IS LOCATED 4.2 MI (6.8 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1292'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1292'MILEPOINT 47.85 IN THE NW 1/4 OF SECTION 24, T108N, R36W.  THE MARK
 PQ1292'IS 41 FT (12.5 M) EAST OF AND 7 FT (2.1 M) LOWER THAN THE CENTERLINE
 PQ1292'OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 9-FOOT BY
 PQ1292'8-FOOT DEEP BOX CULVERT NUMBERED 5630.  THE MARK, A STANDARD MNHD
 PQ1292'BENCH MARK DISK STAMPED---1707 F 1962---, IS CEMENTED IN A DRILL HOLE
 PQ1292'IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1293 ***********************************************************************
 PQ1293  DESIGNATION -  1707 G
 PQ1293  PID         -  PQ1293
 PQ1293  STATE/COUNTY-  MN/COTTONWOOD
 PQ1293  COUNTRY     -  US
 PQ1293  USGS QUAD   -  SANBORN NE (1967)
 PQ1293
 PQ1293                         *CURRENT SURVEY CONTROL
 PQ1293  ______________________________________________________________________
 PQ1293* NAD 83(1986) POSITION- 44 08 46.     (N) 095 07 15.     (W)   SCALED    
 PQ1293* NAVD 88 ORTHO HEIGHT -   345.169  (meters)    1132.44  (feet) ADJUSTED  
 PQ1293  ______________________________________________________________________
 PQ1293  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PQ1293  DYNAMIC HEIGHT  -        345.108 (meters)     1132.24  (feet) COMP
 PQ1293  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 PQ1293
 PQ1293  VERT ORDER      -  SECOND    CLASS I
 PQ1293
 PQ1293.The horizontal coordinates were scaled from a topographic map and have
 PQ1293.an estimated accuracy of +/- 6 seconds.
 PQ1293.
 PQ1293.The orthometric height was determined by differential leveling and
 PQ1293.adjusted in June 1995.
 PQ1293
 PQ1293.The dynamic height is computed by dividing the NAVD 88
 PQ1293.geopotential number by the normal gravity value computed on the
 PQ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1293.degrees latitude (g = 980.6199 gals.).
 PQ1293
 PQ1293.The modeled gravity was interpolated from observed gravity values.
 PQ1293
 PQ1293;                    North         East    Units  Estimated Accuracy
 PQ1293;SPC MN S     -   227,960.      710,330.      MT  (+/- 180 meters Scaled)
 PQ1293
 PQ1293                          SUPERSEDED SURVEY CONTROL
 PQ1293
 PQ1293.No superseded survey control is available for this station.
 PQ1293
 PQ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303902(NAD 83)
 PQ1293
 PQ1293_MARKER: DB = BENCH MARK DISK
 PQ1293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1293_SP_SET: HEADWALL OF BOX CULVERT
 PQ1293_STAMPING: 1707 G 1962
 PQ1293_MARK LOGO: MNHD  
 PQ1293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1293+STABILITY: SURFACE MOTION
 PQ1293
 PQ1293  HISTORY     - Date     Condition        Report By
 PQ1293  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1293  HISTORY     - 19810401 GOOD             MNDT
 PQ1293
 PQ1293                          STATION DESCRIPTION
 PQ1293
 PQ1293'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1293'THE MARK IS LOCATED 4.3 MI (6.9 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1293'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1293'MILEPOINT 47.75 IN THE NW 1/4 OF SECTION 24, T108N, R36W.  THE MARK
 PQ1293'IS 46 FT (14.0 M) EAST OF AND 8 FT (2.4 M) LOWER THAN THE CENTERLINE
 PQ1293'OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 22-FOOT BY
 PQ1293'9-FOOT DEEP BOX CULVERT UNDER HIGHWAY 71.  THE MARK, A STANDARD MNHD
 PQ1293'BENCH MARK DISK STAMPED---1707 G 1962---, IS CEMENTED IN A DRILL HOLE
 PQ1293'IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1294 ***********************************************************************
 PQ1294  DESIGNATION -  1707 H
 PQ1294  PID         -  PQ1294
 PQ1294  STATE/COUNTY-  MN/COTTONWOOD
 PQ1294  COUNTRY     -  US
 PQ1294  USGS QUAD   -  SANBORN NE (1967)
 PQ1294
 PQ1294                         *CURRENT SURVEY CONTROL
 PQ1294  ______________________________________________________________________
 PQ1294* NAD 83(1986) POSITION- 44 08 14.     (N) 095 07 15.     (W)   SCALED    
 PQ1294* NAVD 88 ORTHO HEIGHT -   353.186  (meters)    1158.74  (feet) ADJUSTED  
 PQ1294  ______________________________________________________________________
 PQ1294  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 PQ1294  DYNAMIC HEIGHT  -        353.123 (meters)     1158.54  (feet) COMP
 PQ1294  MODELED GRAVITY -    980,428.6   (mgal)                       NAVD 88
 PQ1294
 PQ1294  VERT ORDER      -  SECOND    CLASS I
 PQ1294
 PQ1294.The horizontal coordinates were scaled from a topographic map and have
 PQ1294.an estimated accuracy of +/- 6 seconds.
 PQ1294.
 PQ1294.The orthometric height was determined by differential leveling and
 PQ1294.adjusted in June 1995.
 PQ1294
 PQ1294.The dynamic height is computed by dividing the NAVD 88
 PQ1294.geopotential number by the normal gravity value computed on the
 PQ1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1294.degrees latitude (g = 980.6199 gals.).
 PQ1294
 PQ1294.The modeled gravity was interpolated from observed gravity values.
 PQ1294
 PQ1294;                    North         East    Units  Estimated Accuracy
 PQ1294;SPC MN S     -   226,970.      710,320.      MT  (+/- 180 meters Scaled)
 PQ1294
 PQ1294                          SUPERSEDED SURVEY CONTROL
 PQ1294
 PQ1294.No superseded survey control is available for this station.
 PQ1294
 PQ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303893(NAD 83)
 PQ1294
 PQ1294_MARKER: DB = BENCH MARK DISK
 PQ1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1294_SP_SET: CONCRETE POST
 PQ1294_STAMPING: 1707 H 1962 SEC COR 80.23 FT
 PQ1294_MARK LOGO: MNHD  
 PQ1294_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1294+STABILITY: SURFACE MOTION
 PQ1294
 PQ1294  HISTORY     - Date     Condition        Report By
 PQ1294  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1294  HISTORY     - 19810401 GOOD             MNDT
 PQ1294
 PQ1294                          STATION DESCRIPTION
 PQ1294
 PQ1294'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1294'THE MARK IS LOCATED 4.9 MI (7.9 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1294'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1294'MILEPOINT 47.15 NEAR THE NW CORNER OF SECTION 25, T108N, R36W.  THE
 PQ1294'MARK IS 75 FT (22.9 M) EAST OF AND 3 FT (0.9 M) LOWER THAN THE
 PQ1294'CENTERLINE OF HIGHWAY 71, 43.5 FT (13.3 M) EAST-SOUTHEAST OF THE
 PQ1294'NORTH END OF AN 18-INCH METAL CULVERT UNDER A FIELD ENTRANCE, 35.4 FT
 PQ1294'(10.8 M) SOUTH OF A TELEPHONE POLE, 3 FT (0.9 M) SOUTH OF A WOOD
 PQ1294'CORNER FENCE POST, 3 FT (0.9 M) SOUTH OF THE EASTERLY EXTENSION OF
 PQ1294'THE CENTER OF THE TOWNSHIP ROAD TO THE WEST AND 0.5 FT (0.2 M) WEST
 PQ1294'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PQ1294'STAMPED---1707 H 1962 SEC COR 80.23 FT---, IS SET IN THE TOP OF A
 PQ1294'MAGNETIC CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1296 ***********************************************************************
 PQ1296  DESIGNATION -  1707 J
 PQ1296  PID         -  PQ1296
 PQ1296  STATE/COUNTY-  MN/COTTONWOOD
 PQ1296  COUNTRY     -  US
 PQ1296  USGS QUAD   -  SANBORN NE (1967)
 PQ1296
 PQ1296                         *CURRENT SURVEY CONTROL
 PQ1296  ______________________________________________________________________
 PQ1296* NAD 83(1986) POSITION- 44 07 47.     (N) 095 07 14.     (W)   SCALED    
 PQ1296* NAVD 88 ORTHO HEIGHT -   357.260  (meters)    1172.11  (feet) ADJUSTED  
 PQ1296  ______________________________________________________________________
 PQ1296  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 PQ1296  DYNAMIC HEIGHT  -        357.195 (meters)     1171.90  (feet) COMP
 PQ1296  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 PQ1296
 PQ1296  VERT ORDER      -  SECOND    CLASS I
 PQ1296
 PQ1296.The horizontal coordinates were scaled from a topographic map and have
 PQ1296.an estimated accuracy of +/- 6 seconds.
 PQ1296.
 PQ1296.The orthometric height was determined by differential leveling and
 PQ1296.adjusted in June 1995.
 PQ1296
 PQ1296.The dynamic height is computed by dividing the NAVD 88
 PQ1296.geopotential number by the normal gravity value computed on the
 PQ1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1296.degrees latitude (g = 980.6199 gals.).
 PQ1296
 PQ1296.The modeled gravity was interpolated from observed gravity values.
 PQ1296
 PQ1296;                    North         East    Units  Estimated Accuracy
 PQ1296;SPC MN S     -   226,140.      710,330.      MT  (+/- 180 meters Scaled)
 PQ1296
 PQ1296                          SUPERSEDED SURVEY CONTROL
 PQ1296
 PQ1296.No superseded survey control is available for this station.
 PQ1296
 PQ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303884(NAD 83)
 PQ1296
 PQ1296_MARKER: DB = BENCH MARK DISK
 PQ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1296_SP_SET: CONCRETE POST
 PQ1296_STAMPING: 1707 J 1962
 PQ1296_MARK LOGO: MNHD  
 PQ1296_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1296+STABILITY: SURFACE MOTION
 PQ1296
 PQ1296  HISTORY     - Date     Condition        Report By
 PQ1296  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1296  HISTORY     - 19810401 GOOD             MNDT
 PQ1296
 PQ1296                          STATION DESCRIPTION
 PQ1296
 PQ1296'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1296'THE MARK IS LOCATED 5.4 MI (8.7 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1296'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1296'MILEPOINT 46.7 NEAR THE W 1/4 CORNER OF SECTION 25, T108N, R36W.  THE
 PQ1296'MARK IS 97.5 FT (29.7 M) NORTH OF A TELEPHONE POLE, 79 FT (24.1 M)
 PQ1296'EAST OF THE CENTERLINE OF HIGHWAY 71, 25.5 FT (7.8 M) EAST OF THE
 PQ1296'SOUTH END OF AN 18-INCH METAL CULVERT UNDER A FIELD ENTRANCE, 18 FT
 PQ1296'(5.5 M) SOUTH OF THE CENTER OF THE FIELD ENTRANCE, 3.3 FT (1.0 M)
 PQ1296'EAST-SOUTHEAST OF A WOOD CORNER FENCE POST, 1.3 FT (0.4 M) SOUTH OF A
 PQ1296'FENCE LINE AND 0.5 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE
 PQ1296'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED ---1707 J 1962---, IS
 PQ1296'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 1 INCH
 PQ1296'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1297 ***********************************************************************
 PQ1297  DESIGNATION -  1707 K
 PQ1297  PID         -  PQ1297
 PQ1297  STATE/COUNTY-  MN/COTTONWOOD
 PQ1297  COUNTRY     -  US
 PQ1297  USGS QUAD   -  SANBORN SE (1967)
 PQ1297
 PQ1297                         *CURRENT SURVEY CONTROL
 PQ1297  ______________________________________________________________________
 PQ1297* NAD 83(1986) POSITION- 44 07 24.     (N) 095 07 14.     (W)   SCALED    
 PQ1297* NAVD 88 ORTHO HEIGHT -   361.449  (meters)    1185.85  (feet) ADJUSTED  
 PQ1297  ______________________________________________________________________
 PQ1297  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 PQ1297  DYNAMIC HEIGHT  -        361.383 (meters)     1185.64  (feet) COMP
 PQ1297  MODELED GRAVITY -    980,425.3   (mgal)                       NAVD 88
 PQ1297
 PQ1297  VERT ORDER      -  SECOND    CLASS I
 PQ1297
 PQ1297.The horizontal coordinates were scaled from a topographic map and have
 PQ1297.an estimated accuracy of +/- 6 seconds.
 PQ1297.
 PQ1297.The orthometric height was determined by differential leveling and
 PQ1297.adjusted in June 1995.
 PQ1297
 PQ1297.The dynamic height is computed by dividing the NAVD 88
 PQ1297.geopotential number by the normal gravity value computed on the
 PQ1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1297.degrees latitude (g = 980.6199 gals.).
 PQ1297
 PQ1297.The modeled gravity was interpolated from observed gravity values.
 PQ1297
 PQ1297;                    North         East    Units  Estimated Accuracy
 PQ1297;SPC MN S     -   225,430.      710,320.      MT  (+/- 180 meters Scaled)
 PQ1297
 PQ1297                          SUPERSEDED SURVEY CONTROL
 PQ1297
 PQ1297.No superseded survey control is available for this station.
 PQ1297
 PQ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303877(NAD 83)
 PQ1297
 PQ1297_MARKER: DB = BENCH MARK DISK
 PQ1297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1297_SP_SET: HEADWALL OF BOX CULVERT
 PQ1297_STAMPING: 1707 K 1962
 PQ1297_MARK LOGO: MNHD  
 PQ1297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1297+STABILITY: SURFACE MOTION
 PQ1297
 PQ1297  HISTORY     - Date     Condition        Report By
 PQ1297  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1297  HISTORY     - 19810401 GOOD             MNDT
 PQ1297
 PQ1297                          STATION DESCRIPTION
 PQ1297
 PQ1297'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1297'THE MARK IS LOCATED 5.9 MI (9.5 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1297'ITS JUNCTION WITH COUNTY ROAD 15 IN SANBORN AND IS NEAR HIGHWAY 71
 PQ1297'MILEPOINT 46.2 IN THE SW 1/4 OF SECTION 25, T108N, R36W.  THE MARK IS
 PQ1297'218 FT (66.4 M) NORTH OF COUNTY ROAD 10, 33 FT (10.1 M) EAST OF AND 5
 PQ1297'FT (1.5 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71 IN THE HEADWALL OF
 PQ1297'A 25-FOOT WIDE BY 7-FOOT DEEP TWIN BOX CULVERT UNDER HIGHWAY 71.  THE
 PQ1297'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1707 K 1962---, IS
 PQ1297'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1298 ***********************************************************************
 PQ1298  DESIGNATION -  1707 L
 PQ1298  PID         -  PQ1298
 PQ1298  STATE/COUNTY-  MN/COTTONWOOD
 PQ1298  COUNTRY     -  US
 PQ1298  USGS QUAD   -  SANBORN SE (1967)
 PQ1298
 PQ1298                         *CURRENT SURVEY CONTROL
 PQ1298  ______________________________________________________________________
 PQ1298* NAD 83(2007) POSITION- 44 06 55.64820(N) 095 07 14.72470(W)   ADJUSTED  
 PQ1298* NAD 83(2007) ELLIP HT-   354.239 (meters)        (02/10/07)   ADJUSTED
 PQ1298* NAD 83(2007) EPOCH   -  2002.00
 PQ1298* NAVD 88 ORTHO HEIGHT -   381.565  (meters)    1251.85  (feet) ADJUSTED  
 PQ1298  ______________________________________________________________________
 PQ1298  NAD 83(2007) X  -   -409,396.305 (meters)                     COMP
 PQ1298  NAD 83(2007) Y  - -4,568,502.782 (meters)                     COMP
 PQ1298  NAD 83(2007) Z  -  4,417,557.560 (meters)                     COMP
 PQ1298  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC09
 PQ1298  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 PQ1298  DYNAMIC HEIGHT  -        381.494 (meters)     1251.62  (feet) COMP
 PQ1298  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 PQ1298
 PQ1298  VERT ORDER      -  SECOND    CLASS I
 PQ1298
 PQ1298  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1298  Type                                         Horiz  Ellip  Dist(km)
 PQ1298  -------------------------------------------------------------------
 PQ1298  NETWORK                                       0.60   0.63
 PQ1298  -------------------------------------------------------------------
 PQ1298  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.71   0.73      9.76
 PQ1298  -------------------------------------------------------------------
 PQ1298  NOTE: Click here for information on individual local accuracy
 PQ1298  values and other accuracy information.
 PQ1298
 PQ1298
 PQ1298.The horizontal coordinates were established by GPS observations
 PQ1298.and adjusted by the National Geodetic Survey in February 2007.
 PQ1298
 PQ1298.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1298.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1298
 PQ1298.The horizontal coordinates are valid at the epoch date displayed above
 PQ1298.which is a decimal equivalence of Year/Month/Day.
 PQ1298
 PQ1298.The orthometric height was determined by differential leveling and
 PQ1298.adjusted in June 1995.
 PQ1298
 PQ1298.Photographs are available for this station.
 PQ1298
 PQ1298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1298
 PQ1298.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1298
 PQ1298.The ellipsoidal height was determined by GPS observations
 PQ1298.and is referenced to NAD 83.
 PQ1298
 PQ1298.The dynamic height is computed by dividing the NAVD 88
 PQ1298.geopotential number by the normal gravity value computed on the
 PQ1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1298.degrees latitude (g = 980.6199 gals.).
 PQ1298
 PQ1298.The modeled gravity was interpolated from observed gravity values.
 PQ1298
 PQ1298. The following values were computed from the NAD 83(2007) position.
 PQ1298
 PQ1298;                    North         East     Units Scale Factor Converg.
 PQ1298;SPC MN S     -   224,555.320   710,290.642   MT  0.99994461   -0 47 08.1
 PQ1298;SPC MN S     -   736,728.58  2,330,345.21   sFT  0.99994461   -0 47 08.1
 PQ1298;UTM  15      - 4,886,883.370   330,299.019   MT  0.99995420   -1 28 35.8
 PQ1298
 PQ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1298!SPC MN S     -   0.99994446  x   0.99994461  =   0.99988907
 PQ1298!UTM  15      -   0.99994446  x   0.99995420  =   0.99989866
 PQ1298
 PQ1298                          SUPERSEDED SURVEY CONTROL
 PQ1298
 PQ1298  NAD 83(1996)-  44 06 55.64763(N)    095 07 14.72395(W) AD(       ) 1
 PQ1298  ELLIP H (05/30/05)  354.276  (m)                       GP(       ) 3 2
 PQ1298  NAVD 88 (05/30/05)  381.57   (m)         1251.9    (f) LEVELING    3  
 PQ1298
 PQ1298.Superseded values are not recommended for survey control.
 PQ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1298.See file dsdata.txt to determine how the superseded data were derived.
 PQ1298
 PQ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3029986883(NAD 83)
 PQ1298
 PQ1298_MARKER: DB = BENCH MARK DISK
 PQ1298_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1298_SP_SET: CONCRETE POST
 PQ1298_STAMPING: 1707 L 1962
 PQ1298_MARK LOGO: MNHD  
 PQ1298_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1298+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2005
 PQ1298
 PQ1298  HISTORY     - Date     Condition        Report By
 PQ1298  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1298  HISTORY     - 19810401 GOOD             MNDT
 PQ1298  HISTORY     - 20040628 GOOD             MNDT
 PQ1298  HISTORY     - 20051222 GOOD             MNDT
 PQ1298
 PQ1298                          STATION DESCRIPTION
 PQ1298
 PQ1298'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1298'THE MARK IS LOCATED 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1298'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1298'HIGHWAY 71 MILEPOINT 45.7 NEAR THE E 1/4 CORNER OF SECTION 35, T108N,
 PQ1298'R36W.  THE MARK IS 75.5 FT (23.0 M) WEST OF AND 2 FT (0.6 M) HIGHER
 PQ1298'THAN THE CENTERLINE OF HIGHWAY 71, 69 FT (21.0 M) NORTH OF A POWER
 PQ1298'POLE, 55.6 FT (16.9 M) NORTH OF A STEEL R/W SIGN POST AND 0.5 FT (0.2
 PQ1298'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PQ1298'MARK DISK STAMPED---1707 L 1962---, IS SET IN THE TOP OF A MAGNETIC
 PQ1298'CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND.
 PQ1298
 PQ1298                          STATION RECOVERY (2004)
 PQ1298
 PQ1298'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PQ1298'5.9 MILES (9.5 KM) NORTHEAST OF JEFFERS, 4.5 MILES (7.2 KM) NORTH OF
 PQ1298'THE JUNCTION OF TRUNK  HIGHWAY 71 AND TRUNK HIGHWAY 30, 75.5 FEET
 PQ1298'(23.0 M) WEST OF TRUNK HIGHWAY 71 AT MILEPOINT  45.7, 69 FEET (21.0 M)
 PQ1298'NORTH OF POWER POLE, 55.6 FEET NORTH OF RIGHT OF WAY POST, 1 FOOT (0.3
 PQ1298'M) SOUTH OF WITNESS POST, PROJECTS 1 INCH, MAGNETIC.
 PQ1298
 PQ1298                          STATION RECOVERY (2005)
 PQ1298
 PQ1298'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CB)
 PQ1298'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1298'THE MARK IS 5.9 MILES (9.5 KM) NORTHEAST OF JEFFERS, 4.5 MILES (7.2
 PQ1298'KM) NORTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71
 PQ1298'AND TRUNK HIGHWAY 30 (4 MILES EAST OF JEFFERS) , AT TRUNK HIGHWAY 71
 PQ1298'MILEPOINT 45.7, 75.5 FEET (23.0 M) WEST OF TRUNK HIGHWAY   71, 69 FEET
 PQ1298'(21.0 M) NORTH OF POWER POLE, 55.6 FEET (16.9 M) NORTH OF RIGHT OF WAY
 PQ1298'POST, 1.0 FOOT (0.3 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1300 ***********************************************************************
 PQ1300  DESIGNATION -  1707 M
 PQ1300  PID         -  PQ1300
 PQ1300  STATE/COUNTY-  MN/COTTONWOOD
 PQ1300  COUNTRY     -  US
 PQ1300  USGS QUAD   -  SANBORN SE (1967)
 PQ1300
 PQ1300                         *CURRENT SURVEY CONTROL
 PQ1300  ______________________________________________________________________
 PQ1300* NAD 83(1986) POSITION- 44 06 17.     (N) 095 07 13.     (W)   SCALED    
 PQ1300* NAVD 88 ORTHO HEIGHT -   396.657  (meters)    1301.37  (feet) ADJUSTED  
 PQ1300  ______________________________________________________________________
 PQ1300  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 PQ1300  DYNAMIC HEIGHT  -        396.583 (meters)     1301.12  (feet) COMP
 PQ1300  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 PQ1300
 PQ1300  VERT ORDER      -  SECOND    CLASS I
 PQ1300
 PQ1300.The horizontal coordinates were scaled from a topographic map and have
 PQ1300.an estimated accuracy of +/- 6 seconds.
 PQ1300.
 PQ1300.The orthometric height was determined by differential leveling and
 PQ1300.adjusted in June 1995.
 PQ1300
 PQ1300.The dynamic height is computed by dividing the NAVD 88
 PQ1300.geopotential number by the normal gravity value computed on the
 PQ1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1300.degrees latitude (g = 980.6199 gals.).
 PQ1300
 PQ1300.The modeled gravity was interpolated from observed gravity values.
 PQ1300
 PQ1300;                    North         East    Units  Estimated Accuracy
 PQ1300;SPC MN S     -   223,360.      710,310.      MT  (+/- 180 meters Scaled)
 PQ1300
 PQ1300                          SUPERSEDED SURVEY CONTROL
 PQ1300
 PQ1300.No superseded survey control is available for this station.
 PQ1300
 PQ1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303856(NAD 83)
 PQ1300
 PQ1300_MARKER: DB = BENCH MARK DISK
 PQ1300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1300_SP_SET: HEADWALL OF BOX CULVERT
 PQ1300_STAMPING: 1707 M 1962
 PQ1300_MARK LOGO: MNHD  
 PQ1300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1300+STABILITY: SURFACE MOTION
 PQ1300
 PQ1300  HISTORY     - Date     Condition        Report By
 PQ1300  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1300  HISTORY     - 19810401 GOOD             MNDT
 PQ1300
 PQ1300                          STATION DESCRIPTION
 PQ1300
 PQ1300'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1300'THE MARK IS LOCATED 3.75 MI (6.03 KM) NORTH ALONG TRUNK HIGHWAY 71
 PQ1300'FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1300'HIGHWAY 71 MILEPOINT 44.95 IN THE NW 1/4 OF SECTION 1, T107N, R36W.
 PQ1300'THE MARK IS 35.7 FT (10.9 M) EAST OF AND 4 FT (1.2 M) LOWER THAN THE
 PQ1300'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 PQ1300'30-FOOT BY 10-FOOT DEEP TWIN BOX CULVERT UNDER HIGHWAY 71.  THE MARK,
 PQ1300'A STANDARD MNHD BENCH MARK DISK STAMPED---1707 M 1962---, IS CEMENTED
 PQ1300'IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1299 ***********************************************************************
 PQ1299  DESIGNATION -  1707 M 1
 PQ1299  PID         -  PQ1299
 PQ1299  STATE/COUNTY-  MN/COTTONWOOD
 PQ1299  COUNTRY     -  US
 PQ1299  USGS QUAD   -  SANBORN SE (1967)
 PQ1299
 PQ1299                         *CURRENT SURVEY CONTROL
 PQ1299  ______________________________________________________________________
 PQ1299* NAD 83(1986) POSITION- 44 06 29.     (N) 095 06 56.     (W)   SCALED    
 PQ1299* NAVD 88 ORTHO HEIGHT -   393.933  (meters)    1292.43  (feet) ADJUSTED  
 PQ1299  ______________________________________________________________________
 PQ1299  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 PQ1299  DYNAMIC HEIGHT  -        393.860 (meters)     1292.19  (feet) COMP
 PQ1299  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 PQ1299
 PQ1299  VERT ORDER      -  SECOND    CLASS I
 PQ1299
 PQ1299.The horizontal coordinates were scaled from a topographic map and have
 PQ1299.an estimated accuracy of +/- 6 seconds.
 PQ1299.
 PQ1299.The orthometric height was determined by differential leveling and
 PQ1299.adjusted in June 1995.
 PQ1299
 PQ1299.The dynamic height is computed by dividing the NAVD 88
 PQ1299.geopotential number by the normal gravity value computed on the
 PQ1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1299.degrees latitude (g = 980.6199 gals.).
 PQ1299
 PQ1299.The modeled gravity was interpolated from observed gravity values.
 PQ1299
 PQ1299;                    North         East    Units  Estimated Accuracy
 PQ1299;SPC MN S     -   223,730.      710,700.      MT  (+/- 180 meters Scaled)
 PQ1299
 PQ1299                          SUPERSEDED SURVEY CONTROL
 PQ1299
 PQ1299.No superseded survey control is available for this station.
 PQ1299
 PQ1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ306860(NAD 83)
 PQ1299
 PQ1299_MARKER: DV = VERTICAL CONTROL DISK
 PQ1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1299_SP_SET: HEADWALL OF BOX CULVERT
 PQ1299_STAMPING: 1707 M 1 1981
 PQ1299_MARK LOGO: MNDT  
 PQ1299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1299+STABILITY: SURFACE MOTION
 PQ1299
 PQ1299  HISTORY     - Date     Condition        Report By
 PQ1299  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1299
 PQ1299                          STATION DESCRIPTION
 PQ1299
 PQ1299'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1299'THE MARK IS LOCATED 4 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1299'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS, THENCE 0.25 MI
 PQ1299'(0.40 KM) EAST ALONG COUNTY ROAD 10 TO A POINT IN THE NW 1/4 OF
 PQ1299'SECTION 1, T107N, R36W.  THE MARK IS 14 FT (4.3 M) SOUTH OF AND 0.5
 PQ1299'FT (0.2 M) HIGHER THAN THE CENTERLINE OF COUNTY ROAD 10 IN THE
 PQ1299'HEADWALL IN THE SOUTHEAST CORNER OF A 31-FOOT BY 9-FOOT DEEP TWIN BOX
 PQ1299'CULVERT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PQ1299'STAMPED---1707 M 1 (3.3 FT) 1981---, IS CEMENTED IN A DRILL HOLE IN
 PQ1299'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1301 ***********************************************************************
 PQ1301  DESIGNATION -  1707 N
 PQ1301  PID         -  PQ1301
 PQ1301  STATE/COUNTY-  MN/COTTONWOOD
 PQ1301  COUNTRY     -  US
 PQ1301  USGS QUAD   -  SANBORN SE (1967)
 PQ1301
 PQ1301                         *CURRENT SURVEY CONTROL
 PQ1301  ______________________________________________________________________
 PQ1301* NAD 83(1986) POSITION- 44 06 06.     (N) 095 07 14.     (W)   SCALED    
 PQ1301* NAVD 88 ORTHO HEIGHT -   400.575  (meters)    1314.22  (feet) ADJUSTED  
 PQ1301  ______________________________________________________________________
 PQ1301  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PQ1301  DYNAMIC HEIGHT  -        400.500 (meters)     1313.97  (feet) COMP
 PQ1301  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 PQ1301
 PQ1301  VERT ORDER      -  SECOND    CLASS I
 PQ1301
 PQ1301.The horizontal coordinates were scaled from a topographic map and have
 PQ1301.an estimated accuracy of +/- 6 seconds.
 PQ1301.
 PQ1301.The orthometric height was determined by differential leveling and
 PQ1301.adjusted in June 1995.
 PQ1301
 PQ1301.The dynamic height is computed by dividing the NAVD 88
 PQ1301.geopotential number by the normal gravity value computed on the
 PQ1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1301.degrees latitude (g = 980.6199 gals.).
 PQ1301
 PQ1301.The modeled gravity was interpolated from observed gravity values.
 PQ1301
 PQ1301;                    North         East    Units  Estimated Accuracy
 PQ1301;SPC MN S     -   223,020.      710,290.      MT  (+/- 180 meters Scaled)
 PQ1301
 PQ1301                          SUPERSEDED SURVEY CONTROL
 PQ1301
 PQ1301.No superseded survey control is available for this station.
 PQ1301
 PQ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ302853(NAD 83)
 PQ1301
 PQ1301_MARKER: DB = BENCH MARK DISK
 PQ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1301_SP_SET: CONCRETE POST
 PQ1301_STAMPING: 1707 N 1962
 PQ1301_MARK LOGO: MNHD  
 PQ1301_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1301+STABILITY: SURFACE MOTION
 PQ1301
 PQ1301  HISTORY     - Date     Condition        Report By
 PQ1301  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1301  HISTORY     - 19810401 GOOD             MNDT
 PQ1301
 PQ1301                          STATION DESCRIPTION
 PQ1301
 PQ1301'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1301'THE MARK IS LOCATED 3.5 MI (5.6 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1301'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1301'HIGHWAY 71 MILEPOINT 44.7 NEAR THE E 1/4 CORNER OF SECTION 2, T107N,
 PQ1301'R36W.  THE MARK IS 89.5 FT (27.3 M) NORTHWEST OF THE WEST END OF A
 PQ1301'36-INCH CONCRETE CULVERT UNDER HIGHWAY 71, 75 FT (22.9 M) WEST OF AND
 PQ1301'6 FT (1.8 M) LOWER THAN THE CENTERLINE OF HIGHWAY 71 AND 1.6 FT (0.5
 PQ1301'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PQ1301'MARK DISK STAMPED---1707 N 1962---, IS SET IN THE TOP OF A MAGNETIC
 PQ1301'CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1306 ***********************************************************************
 PQ1306  DESIGNATION -  1707 Q
 PQ1306  PID         -  PQ1306
 PQ1306  STATE/COUNTY-  MN/COTTONWOOD
 PQ1306  COUNTRY     -  US
 PQ1306  USGS QUAD   -  SANBORN SE (1967)
 PQ1306
 PQ1306                         *CURRENT SURVEY CONTROL
 PQ1306  ______________________________________________________________________
 PQ1306* NAD 83(1986) POSITION- 44 04 06.0    (N) 095 07 11.7    (W)   HD_HELD2  
 PQ1306* NAVD 88 ORTHO HEIGHT -   432.314  (meters)    1418.35  (feet) ADJUSTED  
 PQ1306  ______________________________________________________________________
 PQ1306  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PQ1306  DYNAMIC HEIGHT  -        432.231 (meters)     1418.08  (feet) COMP
 PQ1306  MODELED GRAVITY -    980,411.6   (mgal)                       NAVD 88
 PQ1306
 PQ1306  VERT ORDER      -  SECOND    CLASS I
 PQ1306
 PQ1306.The horizontal coordinates were established by autonomous hand held GPS
 PQ1306.observations and have an estimated accuracy of +/- 10 meters.
 PQ1306.
 PQ1306.The orthometric height was determined by differential leveling and
 PQ1306.adjusted in May 2010.
 PQ1306
 PQ1306.Photographs are available for this station.
 PQ1306
 PQ1306.The dynamic height is computed by dividing the NAVD 88
 PQ1306.geopotential number by the normal gravity value computed on the
 PQ1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1306.degrees latitude (g = 980.6199 gals.).
 PQ1306
 PQ1306.The modeled gravity was interpolated from observed gravity values.
 PQ1306
 PQ1306;                    North         East    Units  Estimated Accuracy
 PQ1306;SPC MN S     -   219,319.      710,286.      MT  (+/- 10 meters HH2 GPS)
 PQ1306
 PQ1306                          SUPERSEDED SURVEY CONTROL
 PQ1306
 PQ1306  NAVD 88 (06/15/95)  432.323  (m)         1418.38   (f) SUPERSEDED  2 1
 PQ1306
 PQ1306.Superseded values are not recommended for survey control.
 PQ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1306.See file dsdata.txt to determine how the superseded data were derived.
 PQ1306
 PQ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3023181647(NAD 83)
 PQ1306
 PQ1306_MARKER: DB = BENCH MARK DISK
 PQ1306_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1306_SP_SET: BOX CULVERT HEADWALL
 PQ1306_STAMPING: 1707 Q 1962
 PQ1306_MARK LOGO: MNHD  
 PQ1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1306+STABILITY: SURFACE MOTION
 PQ1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1306+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 PQ1306
 PQ1306  HISTORY     - Date     Condition        Report By
 PQ1306  HISTORY     - 1962     MONUMENTED       MNHD
 PQ1306  HISTORY     - 19810401 GOOD             MNDT
 PQ1306  HISTORY     - 20070108 GOOD             MNDT
 PQ1306
 PQ1306                          STATION DESCRIPTION
 PQ1306
 PQ1306'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1306'THE MARK IS LOCATED 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1306'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1306'HIGHWAY 71 MILEPOINT 42.4 IN THE SW 1/4 OF SECTION 13, T107N, R36W.
 PQ1306'THE MARK IS 60.3 FT (18.4 M) EAST OF AND 10 FT (3.0 M) LOWER THAN THE
 PQ1306'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 PQ1306'5-FOOT BY 5-FOOT DEEP BOX CULVERT UNDER HIGHWAY 71.  THE MARK, A
 PQ1306'STANDARD MNHD BENCH MARK DISK STAMPED---1707 Q 1962---, IS CEMENTED
 PQ1306'IN A DRILL HOLE IN THE HEADWALL.
 PQ1306
 PQ1306                          STATION RECOVERY (2007)
 PQ1306
 PQ1306'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1307 ***********************************************************************
 PQ1307  DESIGNATION -  1707 R
 PQ1307  PID         -  PQ1307
 PQ1307  STATE/COUNTY-  MN/COTTONWOOD
 PQ1307  COUNTRY     -  US
 PQ1307  USGS QUAD   -  SANBORN SE (1967)
 PQ1307
 PQ1307                         *CURRENT SURVEY CONTROL
 PQ1307  ______________________________________________________________________
 PQ1307* NAD 83(1986) POSITION- 44 03 52.0    (N) 095 07 11.8    (W)   HD_HELD2  
 PQ1307* NAVD 88 ORTHO HEIGHT -   436.752  (meters)    1432.91  (feet) ADJUSTED  
 PQ1307  ______________________________________________________________________
 PQ1307  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PQ1307  DYNAMIC HEIGHT  -        436.667 (meters)     1432.63  (feet) COMP
 PQ1307  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 PQ1307
 PQ1307  VERT ORDER      -  SECOND    CLASS I
 PQ1307
 PQ1307.The horizontal coordinates were established by autonomous hand held GPS
 PQ1307.observations and have an estimated accuracy of +/- 10 meters.
 PQ1307.
 PQ1307.The orthometric height was determined by differential leveling and
 PQ1307.adjusted in May 2010.
 PQ1307
 PQ1307.Photographs are available for this station.
 PQ1307
 PQ1307.The dynamic height is computed by dividing the NAVD 88
 PQ1307.geopotential number by the normal gravity value computed on the
 PQ1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1307.degrees latitude (g = 980.6199 gals.).
 PQ1307
 PQ1307.The modeled gravity was interpolated from observed gravity values.
 PQ1307
 PQ1307;                    North         East    Units  Estimated Accuracy
 PQ1307;SPC MN S     -   218,887.      710,278.      MT  (+/- 10 meters HH2 GPS)
 PQ1307
 PQ1307                          SUPERSEDED SURVEY CONTROL
 PQ1307
 PQ1307  NAVD 88 (06/15/95)  436.758  (m)         1432.93   (f) SUPERSEDED  2 1
 PQ1307
 PQ1307.Superseded values are not recommended for survey control.
 PQ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1307.See file dsdata.txt to determine how the superseded data were derived.
 PQ1307
 PQ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3021881215(NAD 83)
 PQ1307
 PQ1307_MARKER: DV = VERTICAL CONTROL DISK
 PQ1307_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PQ1307+WITH SETTING: INTO GROUND
 PQ1307_SP_SET: METAL ROD WITH BASE PLATE
 PQ1307_STAMPING: 1707 R 1981
 PQ1307_MARK LOGO: MNDT  
 PQ1307_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1307_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1307+STABILITY: SURFACE MOTION
 PQ1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1307+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 PQ1307
 PQ1307  HISTORY     - Date     Condition        Report By
 PQ1307  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1307  HISTORY     - 20070108 GOOD             MNDT
 PQ1307
 PQ1307                          STATION DESCRIPTION
 PQ1307
 PQ1307'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1307'THE MARK IS LOCATED 1 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1307'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1307'HIGHWAY 71 MILEPOINT 42.2 IN THE NW 1/4 OF SECTION 24, T107N, R36W.
 PQ1307'THE MARK IS 130 FT (39.6 M) SOUTH OF THE CENTER OF A TOWNSHIP ROAD,
 PQ1307'101.5 FT (30.9 M) SOUTH OF THE SOUTH END OF A METAL CULVERT UNDER THE
 PQ1307'TOWNSHIP ROAD, 73 FT (22.3 M) EAST OF AND 6 FT (1.8 M) LOWER THAN THE
 PQ1307'CENTERLINE OF HIGHWAY 71, 15.7 FT (4.8 M) NORTH-NORTHWEST OF A
 PQ1307'30-INCH COTTONWOOD TREE, 14.5 FT (4.4 M) WEST-SOUTHWEST OF A 30-INCH
 PQ1307'COTTONWOOD TREE AND 0.8 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE
 PQ1307'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---1707 R
 PQ1307'1981---, IS FASTENED TO THE TOP OF AN 8-FOOT LONG COPPER-CLAD STEEL
 PQ1307'ROD WITH A CROSS BAR ON THE BOTTOM AND PROJECTS 5 INCHES ABOVE GROUND
 PQ1307'LEVEL.
 PQ1307
 PQ1307                          STATION RECOVERY (2007)
 PQ1307
 PQ1307'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1307'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1308 ***********************************************************************
 PQ1308  DESIGNATION -  1707 S
 PQ1308  PID         -  PQ1308
 PQ1308  STATE/COUNTY-  MN/COTTONWOOD
 PQ1308  COUNTRY     -  US
 PQ1308  USGS QUAD   -  SANBORN SE (1967)
 PQ1308
 PQ1308                         *CURRENT SURVEY CONTROL
 PQ1308  ______________________________________________________________________
 PQ1308* NAD 83(1986) POSITION- 44 03 36.4    (N) 095 07 12.9    (W)   HD_HELD2  
 PQ1308* NAVD 88 ORTHO HEIGHT -   429.574  (meters)    1409.36  (feet) ADJUSTED  
 PQ1308  ______________________________________________________________________
 PQ1308  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PQ1308  DYNAMIC HEIGHT  -        429.490 (meters)     1409.09  (feet) COMP
 PQ1308  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 PQ1308
 PQ1308  VERT ORDER      -  SECOND    CLASS I
 PQ1308
 PQ1308.The horizontal coordinates were established by autonomous hand held GPS
 PQ1308.observations and have an estimated accuracy of +/- 10 meters.
 PQ1308.
 PQ1308.The orthometric height was determined by differential leveling and
 PQ1308.adjusted in June 2008.
 PQ1308
 PQ1308.No vertical observational check was made to the station.
 PQ1308
 PQ1308.Photographs are available for this station.
 PQ1308
 PQ1308.The dynamic height is computed by dividing the NAVD 88
 PQ1308.geopotential number by the normal gravity value computed on the
 PQ1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1308.degrees latitude (g = 980.6199 gals.).
 PQ1308
 PQ1308.The modeled gravity was interpolated from observed gravity values.
 PQ1308
 PQ1308;                    North         East    Units  Estimated Accuracy
 PQ1308;SPC MN S     -   218,406.      710,247.      MT  (+/- 10 meters HH2 GPS)
 PQ1308
 PQ1308                          SUPERSEDED SURVEY CONTROL
 PQ1308
 PQ1308  NAVD 88 (06/15/95)  429.587  (m)         1409.40   (f) SUPERSEDED  2 1
 PQ1308
 PQ1308.Superseded values are not recommended for survey control.
 PQ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1308.See file dsdata.txt to determine how the superseded data were derived.
 PQ1308
 PQ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3018180734(NAD 83)
 PQ1308
 PQ1308_MARKER: DV = VERTICAL CONTROL DISK
 PQ1308_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1308_SP_SET: BOX CULVERT
 PQ1308_STAMPING: 1707 S 1981
 PQ1308_MARK LOGO: MNDT  
 PQ1308_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1308+STABILITY: SURFACE MOTION
 PQ1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1308+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 PQ1308
 PQ1308  HISTORY     - Date     Condition        Report By
 PQ1308  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1308  HISTORY     - 20051018 GOOD             MNDT
 PQ1308  HISTORY     - 20070108 GOOD             MNDT
 PQ1308
 PQ1308                          STATION DESCRIPTION
 PQ1308
 PQ1308'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1308'THE MARK IS LOCATED 0.65 MI (1.05 KM) NORTH ALONG TRUNK HIGHWAY 71
 PQ1308'FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1308'HIGHWAY 71 MILEPOINT 41.9 IN THE NE 1/4 OF SECTION 23, T107N, R36W.
 PQ1308'THE MARK IS 42 FT (12.8 M) WEST OF AND 8 FT (2.4 M) LOWER THAN THE
 PQ1308'CENTERLINE OF HIGHWAY 71 IN THE HEADWALL IN THE NORTHWEST CORNER OF A
 PQ1308'30-FOOT BY 12-FOOT DEEP DOUBLE BOX CULVERT UNDER HIGHWAY 71 AT THE
 PQ1308'LITTLE COTTONWOOD RIVER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PQ1308'MARK DISK STAMPED ---1707 S 1981---, IS CEMENTED IN A DRILL HOLE IN
 PQ1308'THE HEADWALL.
 PQ1308
 PQ1308                          STATION RECOVERY (2005)
 PQ1308
 PQ1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MJA)
 PQ1308'RECOVERED AS DESCRIBED.
 PQ1308
 PQ1308                          STATION RECOVERY (2007)
 PQ1308
 PQ1308'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JLM)
 PQ1308'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1304 ***********************************************************************
 PQ1304  DESIGNATION -  1707 T
 PQ1304  PID         -  PQ1304
 PQ1304  STATE/COUNTY-  MN/COTTONWOOD
 PQ1304  COUNTRY     -  US
 PQ1304  USGS QUAD   -  SANBORN SE (1967)
 PQ1304
 PQ1304                         *CURRENT SURVEY CONTROL
 PQ1304  ______________________________________________________________________
 PQ1304* NAD 83(1986) POSITION- 44 04 44.8    (N) 095 07 13.5    (W)   HD_HELD2  
 PQ1304* NAVD 88 ORTHO HEIGHT -   435.142  (meters)    1427.63  (feet) ADJUSTED  
 PQ1304  ______________________________________________________________________
 PQ1304  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PQ1304  DYNAMIC HEIGHT  -        435.059 (meters)     1427.36  (feet) COMP
 PQ1304  MODELED GRAVITY -    980,414.3   (mgal)                       NAVD 88
 PQ1304
 PQ1304  VERT ORDER      -  SECOND    CLASS I
 PQ1304
 PQ1304.The horizontal coordinates were established by autonomous hand held GPS
 PQ1304.observations and have an estimated accuracy of +/- 10 meters.
 PQ1304.
 PQ1304.The orthometric height was determined by differential leveling and
 PQ1304.adjusted in May 2010.
 PQ1304
 PQ1304.Photographs are available for this station.
 PQ1304
 PQ1304.The dynamic height is computed by dividing the NAVD 88
 PQ1304.geopotential number by the normal gravity value computed on the
 PQ1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1304.degrees latitude (g = 980.6199 gals.).
 PQ1304
 PQ1304.The modeled gravity was interpolated from observed gravity values.
 PQ1304
 PQ1304;                    North         East    Units  Estimated Accuracy
 PQ1304;SPC MN S     -   220,517.      710,263.      MT  (+/- 10 meters HH2 GPS)
 PQ1304
 PQ1304                          SUPERSEDED SURVEY CONTROL
 PQ1304
 PQ1304  NAVD 88 (06/15/95)  435.138  (m)         1427.62   (f) SUPERSEDED  2 1
 PQ1304
 PQ1304.Superseded values are not recommended for survey control.
 PQ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1304.See file dsdata.txt to determine how the superseded data were derived.
 PQ1304
 PQ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3022282845(NAD 83)
 PQ1304
 PQ1304_MARKER: DV = VERTICAL CONTROL DISK
 PQ1304_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PQ1304+WITH SETTING: INTO GROUND
 PQ1304_SP_SET: METAL ROD WITH BASE PLATE
 PQ1304_STAMPING: 1707 T 1981
 PQ1304_MARK LOGO: MNDT  
 PQ1304_PROJECTION: FLUSH
 PQ1304_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1304+STABILITY: SURFACE MOTION
 PQ1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1304+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 PQ1304
 PQ1304  HISTORY     - Date     Condition        Report By
 PQ1304  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1304  HISTORY     - 20070108 GOOD             MNDT
 PQ1304
 PQ1304                          STATION DESCRIPTION
 PQ1304
 PQ1304'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1304'THE MARK IS LOCATED 2 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1304'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1304'HIGHWAY 71 MILEPOINT 43.2 IN THE NE 1/4 OF SECTION 14, T107N, R36W.
 PQ1304'THE MARK IS 72.9 FT (22.2 M) WEST OF AND 5 FT (1.5 M) LOWER THAN THE
 PQ1304'CENTERLINE OF HIGHWAY 71, 65 FT (19.8 M) SOUTH OF THE CENTER OF A
 PQ1304'TOWNSHIP ROAD, 36.5 FT (11.1 M) SOUTH-SOUTHWEST OF THE SOUTH END OF
 PQ1304'AN 18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD AND 0.6 FT (0.2 M)
 PQ1304'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1304'CONTROL MARK DISK STAMPED---1707 T 1981---, IS CRIMPED TO THE TOP OF
 PQ1304'AN 8-FOOT SECTION OF COPPER-CLAD STEEL ROD WITH A CROSS BAR FASTENED
 PQ1304'TO THE BOTTOM AND PROJECTS 1 INCH ABOVE GROUND.
 PQ1304
 PQ1304                          STATION RECOVERY (2007)
 PQ1304
 PQ1304'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5651 ***********************************************************************
 DL5651  DESIGNATION -  1707 T 1
 DL5651  PID         -  DL5651
 DL5651  STATE/COUNTY-  MN/COTTONWOOD
 DL5651  COUNTRY     -  US
 DL5651  USGS QUAD   -  SANBORN SE (1967)
 DL5651
 DL5651                         *CURRENT SURVEY CONTROL
 DL5651  ______________________________________________________________________
 DL5651* NAD 83(1986) POSITION- 44 05 00.9    (N) 095 07 11.9    (W)   HD_HELD2  
 DL5651* NAVD 88 ORTHO HEIGHT -   434.825  (meters)    1426.59  (feet) ADJUSTED  
 DL5651  ______________________________________________________________________
 DL5651  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DL5651  DYNAMIC HEIGHT  -        434.742 (meters)     1426.32  (feet) COMP
 DL5651  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 DL5651
 DL5651  VERT ORDER      -  SECOND    CLASS I
 DL5651
 DL5651.The horizontal coordinates were established by autonomous hand held GPS
 DL5651.observations and have an estimated accuracy of +/- 10 meters.
 DL5651.
 DL5651.The orthometric height was determined by differential leveling and
 DL5651.adjusted in May 2010.
 DL5651
 DL5651.The dynamic height is computed by dividing the NAVD 88
 DL5651.geopotential number by the normal gravity value computed on the
 DL5651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5651.degrees latitude (g = 980.6199 gals.).
 DL5651
 DL5651.The modeled gravity was interpolated from observed gravity values.
 DL5651
 DL5651;                    North         East    Units  Estimated Accuracy
 DL5651;SPC MN S     -   221,013.      710,305.      MT  (+/- 10 meters HH2 GPS)
 DL5651
 DL5651                          SUPERSEDED SURVEY CONTROL
 DL5651
 DL5651.No superseded survey control is available for this station.
 DL5651
 DL5651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3027083341(NAD 83)
 DL5651
 DL5651_MARKER: DD = SURVEY DISK
 DL5651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5651_STAMPING: 1701 T 1 2006
 DL5651_MARK LOGO: MNDT  
 DL5651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5651+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5651
 DL5651  HISTORY     - Date     Condition        Report By
 DL5651  HISTORY     - 2006     MONUMENTED       MNDT
 DL5651
 DL5651                          STATION DESCRIPTION
 DL5651
 DL5651'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5651'STATION IS LOCATED IS 4.0 MI (6.4 KM) EAST OF JEFFERS, 3.50 MI (5.6
 DL5651'KM) EAST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION HIGHWAY 30 AND
 DL5651'COUNTY ROAD 52 IN JEFFERS, THENCE 2.30 MI (3.7 KM) NORTH ON TRUNK
 DL5651'HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 43.50, 61.0 FT (18.6 M)
 DL5651'EAST OF TRUNK HIGHWAY 71, 13.10 FT (4.0 M) NORTH OF A FIELD ENTRANCE.
 DL5651' 
 DL5651'TO REACH STATION HEAD EAST ON COUNTY HWY-4/COUNTY RD-4/MN-30 TOWARD
 DL5651'COUNTY HWY-32 CONTINUE TO FOLLOW MN-30 FOR 3.8 MI (6.1 KM) THEN TURN
 DL5651'LEFT AT 480TH AVE/US-7 AND STATION MARK WILL BE ON THE RIGHT.
 DL5651' 
 DL5651'STATION MARK IS MNDT VERTICAL CONTROL DISK SET IN A CONCRETE PEDESTAL
 DL5651'FOR A FIVE FOOT CONCRETE PILLAR.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1303 ***********************************************************************
 PQ1303  DESIGNATION -  1707 U
 PQ1303  PID         -  PQ1303
 PQ1303  STATE/COUNTY-  MN/COTTONWOOD
 PQ1303  COUNTRY     -  US
 PQ1303  USGS QUAD   -  SANBORN SE (1967)
 PQ1303
 PQ1303                         *CURRENT SURVEY CONTROL
 PQ1303  ______________________________________________________________________
 PQ1303* NAD 83(1986) POSITION- 44 05 09.9    (N) 095 07 11.7    (W)   HD_HELD2  
 PQ1303* NAVD 88 ORTHO HEIGHT -   433.603  (meters)    1422.58  (feet) ADJUSTED  
 PQ1303  ______________________________________________________________________
 PQ1303  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 PQ1303  DYNAMIC HEIGHT  -        433.521 (meters)     1422.31  (feet) COMP
 PQ1303  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 PQ1303
 PQ1303  VERT ORDER      -  SECOND    CLASS I
 PQ1303
 PQ1303.The horizontal coordinates were established by autonomous hand held GPS
 PQ1303.observations and have an estimated accuracy of +/- 10 meters.
 PQ1303.
 PQ1303.The orthometric height was determined by differential leveling and
 PQ1303.adjusted in June 1995.
 PQ1303
 PQ1303.Photographs are available for this station.
 PQ1303
 PQ1303.The dynamic height is computed by dividing the NAVD 88
 PQ1303.geopotential number by the normal gravity value computed on the
 PQ1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1303.degrees latitude (g = 980.6199 gals.).
 PQ1303
 PQ1303.The modeled gravity was interpolated from observed gravity values.
 PQ1303
 PQ1303;                    North         East    Units  Estimated Accuracy
 PQ1303;SPC MN S     -   221,291.      710,313.      MT  (+/- 10 meters HH2 GPS)
 PQ1303
 PQ1303                          SUPERSEDED SURVEY CONTROL
 PQ1303
 PQ1303.No superseded survey control is available for this station.
 PQ1303
 PQ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3028283618(NAD 83)
 PQ1303
 PQ1303_MARKER: DV = VERTICAL CONTROL DISK
 PQ1303_SETTING: 66 = SET IN ROCK OUTCROP
 PQ1303_SP_SET: ROCK OUTCROP
 PQ1303_STAMPING: 1707 U 1981
 PQ1303_MARK LOGO: MNHD  
 PQ1303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PQ1303+STABILITY: POSITION/ELEVATION WELL
 PQ1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1303+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2007
 PQ1303
 PQ1303  HISTORY     - Date     Condition        Report By
 PQ1303  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1303  HISTORY     - 20070108 GOOD             MNDT
 PQ1303
 PQ1303                          STATION DESCRIPTION
 PQ1303
 PQ1303'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1303'THE MARK IS LOCATED 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1303'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1303'HIGHWAY 71 MILEPOINT 43.65 IN THE SW 1/4 OF SECTION 12, T107N, R36W.
 PQ1303'THE MARK IS 154.5 FT (47.1 M) SOUTH-SOUTHEAST OF A FAP PROJECTS SIGN
 PQ1303'POST AT SOUTH END OF AN 18-INCH METAL CULVERT UNDER A FIELD ENTRANCE,
 PQ1303'91 FT (27.7 M) EAST OF AND 6 FT (1.8 M) HIGHER THAN THE CENTERLINE OF
 PQ1303'HIGHWAY 71 AND 1.1 FT (0.3 M) WEST-SOUTHWEST OF A STEEL WITNESS POST.
 PQ1303'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---1707 U
 PQ1303'1981---, IS CEMENTED IN A DRILL HOLE IN A 10-FOOT BY 15-FOOT ROCK
 PQ1303'OUTCROP.
 PQ1303
 PQ1303                          STATION RECOVERY (2007)
 PQ1303
 PQ1303'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PQ1303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1302 ***********************************************************************
 PQ1302  DESIGNATION -  1707 V
 PQ1302  PID         -  PQ1302
 PQ1302  STATE/COUNTY-  MN/COTTONWOOD
 PQ1302  COUNTRY     -  US
 PQ1302  USGS QUAD   -  SANBORN SE (1967)
 PQ1302
 PQ1302                         *CURRENT SURVEY CONTROL
 PQ1302  ______________________________________________________________________
 PQ1302* NAD 83(1986) POSITION- 44 05 36.     (N) 095 07 11.     (W)   SCALED    
 PQ1302* NAVD 88 ORTHO HEIGHT -   410.314  (meters)    1346.17  (feet) ADJUSTED  
 PQ1302  ______________________________________________________________________
 PQ1302  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PQ1302  DYNAMIC HEIGHT  -        410.236 (meters)     1345.92  (feet) COMP
 PQ1302  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 PQ1302
 PQ1302  VERT ORDER      -  SECOND    CLASS I
 PQ1302
 PQ1302.The horizontal coordinates were scaled from a topographic map and have
 PQ1302.an estimated accuracy of +/- 6 seconds.
 PQ1302.
 PQ1302.The orthometric height was determined by differential leveling and
 PQ1302.adjusted in June 1995.
 PQ1302
 PQ1302.The dynamic height is computed by dividing the NAVD 88
 PQ1302.geopotential number by the normal gravity value computed on the
 PQ1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1302.degrees latitude (g = 980.6199 gals.).
 PQ1302
 PQ1302.The modeled gravity was interpolated from observed gravity values.
 PQ1302
 PQ1302;                    North         East    Units  Estimated Accuracy
 PQ1302;SPC MN S     -   222,100.      710,340.      MT  (+/- 180 meters Scaled)
 PQ1302
 PQ1302                          SUPERSEDED SURVEY CONTROL
 PQ1302
 PQ1302.No superseded survey control is available for this station.
 PQ1302
 PQ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ303844(NAD 83)
 PQ1302
 PQ1302_MARKER: DV = VERTICAL CONTROL DISK
 PQ1302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1302_SP_SET: ALUMINUM ALLOY ROD
 PQ1302_STAMPING: 1707 V 1981
 PQ1302_MARK LOGO: MNDT  
 PQ1302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1302
 PQ1302  HISTORY     - Date     Condition        Report By
 PQ1302  HISTORY     - 1981     MONUMENTED       MNDT
 PQ1302
 PQ1302                          STATION DESCRIPTION
 PQ1302
 PQ1302'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1302'THE MARK IS LOCATED 3 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1302'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS AND IS NEAR
 PQ1302'HIGHWAY 71 MILEPOINT 44.15 IN THE NW 1/4 OF SECTION 12, T107N, R36W.
 PQ1302'THE MARK IS 89.2 FT (27.2 M) EAST OF AND 3 FT (0.9 M) LOWER THAN THE
 PQ1302'CENTERLINE OF HIGHWAY 71, 42 FT (12.8 M) SOUTH OF THE CENTER OF A
 PQ1302'TOWNSHIP ROAD, 39.9 FT (12.2 M) EAST-SOUTHEAST OF THE SOUTH END OF AN
 PQ1302'18-INCH METAL CULVERT UNDER THE TOWNSHIP ROAD, 20.2 FT (6.2 M)
 PQ1302'NORTHEAST OF A STEEL R/W SIGN POST, 2.8 FT (0.9 M) SOUTHWEST OF A
 PQ1302'POWER POLE AND 0.8 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE
 PQ1302'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---1707 V
 PQ1302'1981---, IS FASTENED TO THE TOP OF A DRIVEN 5/8-INCH DIAMETER BY
 PQ1302'10-FOOT LONG ALUMINUM ALLOY ROD THAT IS ANCHORED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1502 ***********************************************************************
 PQ1502  DESIGNATION -  171 ES
 PQ1502  PID         -  PQ1502
 PQ1502  STATE/COUNTY-  MN/MCLEOD
 PQ1502  COUNTRY     -  US
 PQ1502  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1502
 PQ1502                         *CURRENT SURVEY CONTROL
 PQ1502  ______________________________________________________________________
 PQ1502* NAD 83(1986) POSITION- 44 55 41.     (N) 094 22 02.     (W)   SCALED    
 PQ1502* NAVD 88 ORTHO HEIGHT -   332.811  (meters)    1091.90  (feet) ADJUSTED  
 PQ1502  ______________________________________________________________________
 PQ1502  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 PQ1502  DYNAMIC HEIGHT  -        332.783 (meters)     1091.81  (feet) COMP
 PQ1502  MODELED GRAVITY -    980,522.5   (mgal)                       NAVD 88
 PQ1502
 PQ1502  VERT ORDER      -  SECOND    CLASS I
 PQ1502
 PQ1502.The horizontal coordinates were scaled from a topographic map and have
 PQ1502.an estimated accuracy of +/- 6 seconds.
 PQ1502.
 PQ1502.The orthometric height was determined by differential leveling and
 PQ1502.adjusted in June 1995.
 PQ1502
 PQ1502.The dynamic height is computed by dividing the NAVD 88
 PQ1502.geopotential number by the normal gravity value computed on the
 PQ1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1502.degrees latitude (g = 980.6199 gals.).
 PQ1502
 PQ1502.The modeled gravity was interpolated from observed gravity values.
 PQ1502
 PQ1502;                    North         East    Units  Estimated Accuracy
 PQ1502;SPC MN S     -   314,300.      771,010.      MT  (+/- 180 meters Scaled)
 PQ1502
 PQ1502                          SUPERSEDED SURVEY CONTROL
 PQ1502
 PQ1502.No superseded survey control is available for this station.
 PQ1502
 PQ1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK921758(NAD 83)
 PQ1502
 PQ1502_MARKER: DB = BENCH MARK DISK
 PQ1502_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1502_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1502_STAMPING: 171 ES 1955
 PQ1502_MARK LOGO: USGS  
 PQ1502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1502+STABILITY: SURFACE MOTION
 PQ1502
 PQ1502  HISTORY     - Date     Condition        Report By
 PQ1502  HISTORY     - 1955     MONUMENTED       USGS
 PQ1502  HISTORY     - 19850909 GOOD             MNDT
 PQ1502
 PQ1502                          STATION DESCRIPTION
 PQ1502
 PQ1502'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1502'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE TOWN OF
 PQ1502'HUTCHINSON, IN THE NORTH HALF OF SECTION 19, T117N, R29W, IN THE
 PQ1502'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND A
 PQ1502'ROAD, 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION
 PQ1502'WITH TRUNK HIGHWAY 7 IN HUTCHINSON.  THE MARK, A STANDARD USGS BENCH
 PQ1502'MARK DISK STAMPED---171 ES 1955---, IS SET IN THE TOP OF A 6-FOOT
 PQ1502'LONG PRECAST CONCRETE MONUMENT THAT PROJECTS 0.5 FT (0.2 M) ABOVE THE
 PQ1502'SURFACE OF THE GROUND AND IS 1.0 FT (0.3 M) BELOW THE LEVEL OF TRUNK
 PQ1502'HIGHWAY 15.  THE MARK IS 69.0 FT (21.0 M) EAST OF THE CENTERLINE OF
 PQ1502'TRUNK HIGHWAY 15 AT MILEPOINT 103.85, 123.0 FT (37.5 M) SOUTH OF THE
 PQ1502'CENTER OF THE ROAD, 86.0 FT (26.2 M) SOUTH-SOUTHWEST OF A CORNER
 PQ1502'FENCE POST, 0.7 FT (0.2 M) WEST OF A TELEPHONE CABLE MARKER POST,
 PQ1502'13.3 FT (4.1 M) NORTH-NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 12.9 FT
 PQ1502'(3.9 M) WEST OF A NORTH-SOUTH FENCELINE, AND 1.1 FT (0.3 M) EAST OF A
 PQ1502'STEEL WITNESS POST.  STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES
 PQ1502'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1509 ***********************************************************************
 PQ1509  DESIGNATION -  172 ES
 PQ1509  PID         -  PQ1509
 PQ1509  STATE/COUNTY-  MN/MCLEOD
 PQ1509  COUNTRY     -  US
 PQ1509  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1509
 PQ1509                         *CURRENT SURVEY CONTROL
 PQ1509  ______________________________________________________________________
 PQ1509* NAD 83(1986) POSITION- 44 57 52.     (N) 094 22 07.     (W)   SCALED    
 PQ1509* NAVD 88 ORTHO HEIGHT -   334.639  (meters)    1097.89  (feet) ADJUSTED  
 PQ1509  ______________________________________________________________________
 PQ1509  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PQ1509  DYNAMIC HEIGHT  -        334.613 (meters)     1097.81  (feet) COMP
 PQ1509  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 PQ1509
 PQ1509  VERT ORDER      -  SECOND    CLASS I
 PQ1509
 PQ1509.The horizontal coordinates were scaled from a topographic map and have
 PQ1509.an estimated accuracy of +/- 6 seconds.
 PQ1509.
 PQ1509.The orthometric height was determined by differential leveling and
 PQ1509.adjusted in June 1995.
 PQ1509
 PQ1509.The dynamic height is computed by dividing the NAVD 88
 PQ1509.geopotential number by the normal gravity value computed on the
 PQ1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1509.degrees latitude (g = 980.6199 gals.).
 PQ1509
 PQ1509.The modeled gravity was interpolated from observed gravity values.
 PQ1509
 PQ1509;                    North         East    Units  Estimated Accuracy
 PQ1509;SPC MN S     -   318,340.      770,920.      MT  (+/- 180 meters Scaled)
 PQ1509
 PQ1509                          SUPERSEDED SURVEY CONTROL
 PQ1509
 PQ1509.No superseded survey control is available for this station.
 PQ1509
 PQ1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK920799(NAD 83)
 PQ1509
 PQ1509_MARKER: DB = BENCH MARK DISK
 PQ1509_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1509_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1509_STAMPING: 172 ES 1955
 PQ1509_MARK LOGO: USGS  
 PQ1509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1509+STABILITY: SURFACE MOTION
 PQ1509
 PQ1509  HISTORY     - Date     Condition        Report By
 PQ1509  HISTORY     - 1955     MONUMENTED       USGS
 PQ1509  HISTORY     - 19850909 GOOD             MNDT
 PQ1509
 PQ1509                          STATION DESCRIPTION
 PQ1509
 PQ1509'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1509'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE TOWN OF
 PQ1509'HUTCHINSON, IN THE NORTH HALF OF SECTION 7, T117N, R29W, IN THE
 PQ1509'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND COUNTY
 PQ1509'ROAD 60, 4.8 MI (7.7 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS
 PQ1509'JUNCITON WITH TRUNK HIGHWAY 7 IN HUTCHINSON.  THE MARK, A STANDARD
 PQ1509'USGS BENCH MARK DISK STAMPED---172 ES 1955---, IS SET IN THE TOP OF A
 PQ1509'6-FOOT LONG PRECAST CONCRETE MONUMENT THAT PROJECTS 0.2 FT (0.1 M)
 PQ1509'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4 FT (1.2 M) BELOW THE
 PQ1509'LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 69.5 FT (21.2 M) WEST OF THE
 PQ1509'CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT 106.45, 250 FT (76.2 M)
 PQ1509'NORTH OF COUNTY ROAD 60, 147.5 FT (45.0 M) SOUTH OF AN ENTRANCE, 82.7
 PQ1509'FT (25.2 M) SOUTHEAST OF THE NORTHEAST CORNER OF A HOUSE, AND 29.8 FT
 PQ1509'(9.1 M) NORTH OF A POWER POLE WITH A TRANSFORMER.  STEEL ROD IN THE
 PQ1509'PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PO0354 ***********************************************************************
 PO0354  DESIGNATION -  174 CAP RESET
 PO0354  PID         -  PO0354
 PO0354  STATE/COUNTY-  MN/WINONA
 PO0354  COUNTRY     -  US
 PO0354  USGS QUAD   -  WINONA EAST (1972)
 PO0354
 PO0354                         *CURRENT SURVEY CONTROL
 PO0354  ______________________________________________________________________
 PO0354* NAD 83(1986) POSITION- 44 00 56.     (N) 091 31 01.     (W)   SCALED    
 PO0354* NAVD 88 ORTHO HEIGHT -   201.004  (meters)     659.46  (feet) ADJUSTED  
 PO0354  ______________________________________________________________________
 PO0354  GEOID HEIGHT    -        -30.94  (meters)                     GEOID09
 PO0354  DYNAMIC HEIGHT  -        200.973 (meters)      659.36  (feet) COMP
 PO0354  MODELED GRAVITY -    980,458.0   (mgal)                       NAVD 88
 PO0354
 PO0354  VERT ORDER      -  FIRST     CLASS I
 PO0354
 PO0354.The horizontal coordinates were scaled from a topographic map and have
 PO0354.an estimated accuracy of +/- 6 seconds.
 PO0354.
 PO0354.The orthometric height was determined by differential leveling and
 PO0354.adjusted in June 1991.
 PO0354
 PO0354.The dynamic height is computed by dividing the NAVD 88
 PO0354.geopotential number by the normal gravity value computed on the
 PO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PO0354.degrees latitude (g = 980.6199 gals.).
 PO0354
 PO0354.The modeled gravity was interpolated from observed gravity values.
 PO0354
 PO0354;                    North         East    Units  Estimated Accuracy
 PO0354;SPC MN S     -   215,860.      999,070.      MT  (+/- 180 meters Scaled)
 PO0354
 PO0354                          SUPERSEDED SURVEY CONTROL
 PO0354
 PO0354  NGVD 29 (??/??/92)  201.015  (m)          659.50   (f) ADJ UNCH    1 1
 PO0354
 PO0354.Superseded values are not recommended for survey control.
 PO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PO0354.See file dsdata.txt to determine how the superseded data were derived.
 PO0354
 PO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ188746(NAD 83)
 PO0354
 PO0354_MARKER: DD = SURVEY DISK
 PO0354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PO0354_SP_SET: BRIDGE ABUTMENT
 PO0354_STAMPING: MRC PBM 174-175 RESET 1957 659.53
 PO0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PO0354
 PO0354  HISTORY     - Date     Condition        Report By
 PO0354  HISTORY     - 1957     MONUMENTED       DOD
 PO0354  HISTORY     - 1970     GOOD             NGS
 PO0354
 PO0354                          STATION DESCRIPTION
 PO0354
 PO0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PO0354'7.8 MI SE FROM WINONA.
 PO0354'ABOUT 2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE POST
 PO0354'OFFICE AT WINONA, THENCE 5.55 MILES SOUTHEAST ALONG U.S. HIGHWAYS
 PO0354'14 AND 61, 75 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES
 PO0354'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST
 PO0354'CONCRETE ABUTMENT OF A DOUBLE CHANNEL CONCRETE RAILROAD BRIDGE
 PO0354'WHICH IS NUMBERED L36, 6 FEET SOUTH OF THE SOUTH RAIL OF THE
 PO0354'SOUTH TRACK OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 PO0354'RAILROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ABOUT
 PO0354'1/2 FOOT BELOW THE LEVEL OF THE TRACK.  SECTION 2, T 106N, R 6W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0232 ***********************************************************************
 QO0232  DESIGNATION -  18
 QO0232  PID         -  QO0232
 QO0232  STATE/COUNTY-  MN/PINE
 QO0232  COUNTRY     -  US
 QO0232  USGS QUAD   -  BEROUN (1983)
 QO0232
 QO0232                         *CURRENT SURVEY CONTROL
 QO0232  ______________________________________________________________________
 QO0232* NAD 83(1986) POSITION- 45 57 45.     (N) 092 57 03.     (W)   SCALED    
 QO0232* NAVD 88 ORTHO HEIGHT -   300.55   (+/-2cm)     986.1   (feet) VERTCON   
 QO0232  ______________________________________________________________________
 QO0232  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 QO0232  VERT ORDER      -  ? (See Below)
 QO0232
 QO0232.The horizontal coordinates were scaled from a topographic map and have
 QO0232.an estimated accuracy of +/- 6 seconds.
 QO0232.
 QO0232.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0232
 QO0232.The vertical order pertains to the NGVD 29 superseded value.
 QO0232
 QO0232;                    North         East    Units  Estimated Accuracy
 QO0232;SPC MN C     -   207,800.      900,700.      MT  (+/- 180 meters Scaled)
 QO0232
 QO0232                          SUPERSEDED SURVEY CONTROL
 QO0232
 QO0232  NGVD 29 (??/??/92)  300.461  (m)          985.76   (f) ADJ UNCH       
 QO0232
 QO0232.Superseded values are not recommended for survey control.
 QO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0232.See file dsdata.txt to determine how the superseded data were derived.
 QO0232
 QO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL038898(NAD 83)
 QO0232
 QO0232_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0232_MARK LOGO: MRC   
 QO0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0232
 QO0232  HISTORY     - Date     Condition        Report By
 QO0232  HISTORY     - UNK      MONUMENTED       MRC
 QO0232  HISTORY     - 1934     MARK NOT FOUND   CGS
 QO0232  HISTORY     - 20071212 MARK NOT FOUND   MNDT
 QO0232
 QO0232                          STATION DESCRIPTION
 QO0232
 QO0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QO0232'IN MISSION CREEK.
 QO0232'ABOUT 2,600 FEET SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QO0232'SITE OF THE OLD STATION AT MISSION CREEK, PINE COUNTY, NEAR AN
 QO0232'EXCAVATION ABOUT 3 FEET DEEP, 46 FEET EAST OF THE TRACK, AND 4.5 FEET
 QO0232'WEST OF THE RIGHT-OF-WAY FENCE.  (THE TOP OF A COPPER BOLT LEADED IN A
 QO0232'TILE ABOUT 4 FEET UNDERGROUND,) ACCESS TO WHICH IS HAD THROUGH A
 QO0232'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
 QO0232
 QO0232                          STATION RECOVERY (2007)
 QO0232
 QO0232'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 QO0232'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8707 ***********************************************************************
 DF8707  DESIGNATION -  18
 DF8707  PID         -  DF8707
 DF8707  STATE/COUNTY-  MN/KANABEC
 DF8707  COUNTRY     -  US
 DF8707  USGS QUAD   -  ANN LAKE (1968)
 DF8707
 DF8707                         *CURRENT SURVEY CONTROL
 DF8707  ______________________________________________________________________
 DF8707* NAD 83(2007) POSITION- 45 54 35.30673(N) 093 28 30.98203(W)   ADJUSTED  
 DF8707* NAD 83(2007) ELLIP HT-   318.762 (meters)        (02/10/07)   ADJUSTED
 DF8707* NAD 83(2007) EPOCH   -  2002.00
 DF8707* NAVD 88 ORTHO HEIGHT -   346.3    (meters)    1136.    (feet) GPS OBS   
 DF8707  ______________________________________________________________________
 DF8707  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8707  GEOID HEIGHT    -        -27.48  (meters)                     GEOID99
 DF8707  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DF8707  NAD 83(2007) X  -   -269,491.304 (meters)                     COMP
 DF8707  NAD 83(2007) Y  - -4,437,572.257 (meters)                     COMP
 DF8707  NAD 83(2007) Z  -  4,558,506.906 (meters)                     COMP
 DF8707  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC09
 DF8707
 DF8707  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8707  Type                                         Horiz  Ellip  Dist(km)
 DF8707  -------------------------------------------------------------------
 DF8707  NETWORK                                       1.07   1.23
 DF8707  -------------------------------------------------------------------
 DF8707  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.12   1.16      8.99
 DF8707  -------------------------------------------------------------------
 DF8707  NOTE: Click here for information on individual local accuracy
 DF8707  values and other accuracy information.
 DF8707
 DF8707
 DF8707.The horizontal coordinates were established by GPS observations
 DF8707.and adjusted by the National Geodetic Survey in February 2007.
 DF8707
 DF8707.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8707.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8707
 DF8707.The horizontal coordinates are valid at the epoch date displayed above
 DF8707.which is a decimal equivalence of Year/Month/Day.
 DF8707
 DF8707.The orthometric height was determined by GPS observations and a
 DF8707.high-resolution geoid model.
 DF8707
 DF8707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8707
 DF8707.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8707
 DF8707.The ellipsoidal height was determined by GPS observations
 DF8707.and is referenced to NAD 83.
 DF8707
 DF8707. The following values were computed from the NAD 83(2007) position.
 DF8707
 DF8707;                    North         East     Units Scale Factor Converg.
 DF8707;SPC MN C     -   201,415.549   860,106.359   MT  0.99994939   +0 33 37.5
 DF8707;SPC MN C     -   660,810.85  2,821,865.61   sFT  0.99994939   +0 33 37.5
 DF8707;UTM  15      - 5,084,136.367   463,138.792   MT  0.99961670   -0 20 28.9
 DF8707
 DF8707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8707!SPC MN C     -   0.99995003  x   0.99994939  =   0.99989942
 DF8707!UTM  15      -   0.99995003  x   0.99961670  =   0.99956675
 DF8707
 DF8707                          SUPERSEDED SURVEY CONTROL
 DF8707
 DF8707  NAD 83(1996)-  45 54 35.30680(N)    093 28 30.98198(W) AD(       ) 1
 DF8707  ELLIP H (10/22/03)  318.803  (m)                       GP(       ) 3 2
 DF8707
 DF8707.Superseded values are not recommended for survey control.
 DF8707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8707.See file dsdata.txt to determine how the superseded data were derived.
 DF8707
 DF8707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6313884136(NAD 83)
 DF8707
 DF8707_MARKER: DD = SURVEY DISK
 DF8707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8707_STAMPING: 18
 DF8707_MARK LOGO: MN-065
 DF8707_PROJECTION: FLUSH
 DF8707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8707+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8707
 DF8707  HISTORY     - Date     Condition        Report By
 DF8707  HISTORY     - 2001     MONUMENTED       MN-065
 DF8707
 DF8707                          STATION DESCRIPTION
 DF8707
 DF8707'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8707'6 MI (9.7 KM) NORTH OF OGILVIE ON TH 47 TO TH 47 MP 75.25, THEN 2.1 MI
 DF8707'(3.4 KM) WEST ON CO RD 26 (230TH AVE) , THEN 0.8 MI (1.3 KM) SOUTH ON
 DF8707'CO RD 10 (CABLE ST) , 30 FT (9.1 M) WEST OF CENTER OF CABLE ST, 6 FT
 DF8707'(1.8 M) SE OF P-POLE, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8707'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6132 ***********************************************************************
 DH6132  DESIGNATION -  18 CDL
 DH6132  PID         -  DH6132
 DH6132  STATE/COUNTY-  MN/MAHNOMEN
 DH6132  COUNTRY     -  US
 DH6132  USGS QUAD   -  ROY LAKE (1969)
 DH6132
 DH6132                         *CURRENT SURVEY CONTROL
 DH6132  ______________________________________________________________________
 DH6132* NAD 83(1986) POSITION- 47 16 34.     (N) 095 36 56.     (W)   SCALED    
 DH6132* NAVD 88 ORTHO HEIGHT -   460.242  (meters)    1509.98  (feet) ADJUSTED  
 DH6132  ______________________________________________________________________
 DH6132  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DH6132  DYNAMIC HEIGHT  -        460.277 (meters)     1510.09  (feet) COMP
 DH6132  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DH6132
 DH6132  VERT ORDER      -  THIRD
 DH6132
 DH6132.The horizontal coordinates were scaled from a topographic map and have
 DH6132.an estimated accuracy of +/- 6 seconds.
 DH6132.
 DH6132.The orthometric height was determined by differential leveling and
 DH6132.adjusted in May 2009.
 DH6132
 DH6132.The dynamic height is computed by dividing the NAVD 88
 DH6132.geopotential number by the normal gravity value computed on the
 DH6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6132.degrees latitude (g = 980.6199 gals.).
 DH6132
 DH6132.The modeled gravity was interpolated from observed gravity values.
 DH6132
 DH6132;                    North         East    Units  Estimated Accuracy
 DH6132;SPC MN N     -   189,380.      609,710.      MT  (+/- 180 meters Scaled)
 DH6132
 DH6132                          SUPERSEDED SURVEY CONTROL
 DH6132
 DH6132.No superseded survey control is available for this station.
 DH6132
 DH6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN021391(NAD 83)
 DH6132
 DH6132_MARKER: DB = BENCH MARK DISK
 DH6132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6132_STAMPING: 18 CDL 1967
 DH6132_MARK LOGO: USGS  
 DH6132_PROJECTION: FLUSH
 DH6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6132_ROD/PIPE-DEPTH:  4.6 meters
 DH6132
 DH6132  HISTORY     - Date     Condition        Report By
 DH6132  HISTORY     - 1967     MONUMENTED       USGS
 DH6132  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6132
 DH6132                          STATION DESCRIPTION
 DH6132
 DH6132'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6132'NAYTAHWAUSH, 1.0 MI. NORTH AND 0.5 MI. EAST OF, T. 144 N., R. 39 W.,
 DH6132'NEAR THE QUARTER CORNER BETWEEN SECTIONS 21 AND 22, 690 FT. NORTH AND
 DH6132'66.3 FT. EAST OF CENTER OF RD. AT A PRIVATE DRIVE EAST, 2.0 FT. NORTH
 DH6132'OF A POWER POLE, 1.8 FT. WEST OF A WITNESS POST, 10.0 FT. NORTH AND
 DH6132'66.3 FT. EAST OF CENTER OF RD. AT AN APPROACH WEST TO A GRAVEL PIT, ON
 DH6132'TOP OF A 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 15 FT. INTO THE
 DH6132'GROUND, A STANDARD TABLET STAMPED 18 CDL 1967, TABLET IS SET FLUSH
 DH6132'WITH GROUND AND SURROUNDED BY A 6 INCH TILE.
 DH6132
 DH6132                          STATION RECOVERY (2006)
 DH6132
 DH6132'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6132'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9842 ***********************************************************************
 AH9842  DESIGNATION -  18 CER
 AH9842  PID         -  AH9842
 AH9842  STATE/COUNTY-  MN/CLEARWATER
 AH9842  COUNTRY     -  US
 AH9842  USGS QUAD   -  HEART LAKE (1981)
 AH9842
 AH9842                         *CURRENT SURVEY CONTROL
 AH9842  ______________________________________________________________________
 AH9842* NAD 83(1986) POSITION- 47 15 13.     (N) 095 15 17.     (W)   SCALED    
 AH9842* NAVD 88 ORTHO HEIGHT -   455.732  (meters)    1495.18  (feet) ADJUSTED  
 AH9842  ______________________________________________________________________
 AH9842  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AH9842  DYNAMIC HEIGHT  -        455.766 (meters)     1495.29  (feet) COMP
 AH9842  MODELED GRAVITY -    980,674.6   (mgal)                       NAVD 88
 AH9842
 AH9842  VERT ORDER      -  SECOND    CLASS I
 AH9842
 AH9842.The horizontal coordinates were scaled from a topographic map and have
 AH9842.an estimated accuracy of +/- 6 seconds.
 AH9842.
 AH9842.The orthometric height was determined by differential leveling and
 AH9842.adjusted in June 2004.
 AH9842
 AH9842.The dynamic height is computed by dividing the NAVD 88
 AH9842.geopotential number by the normal gravity value computed on the
 AH9842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9842.degrees latitude (g = 980.6199 gals.).
 AH9842
 AH9842.The modeled gravity was interpolated from observed gravity values.
 AH9842
 AH9842;                    North         East    Units  Estimated Accuracy
 AH9842;SPC MN N     -   186,060.      636,930.      MT  (+/- 180 meters Scaled)
 AH9842
 AH9842                          SUPERSEDED SURVEY CONTROL
 AH9842
 AH9842.No superseded survey control is available for this station.
 AH9842
 AH9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293358(NAD 83)
 AH9842
 AH9842_MARKER: DB = BENCH MARK DISK
 AH9842_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9842_STAMPING: 18 CER 1967
 AH9842_MARK LOGO: USGS  
 AH9842_PROJECTION: FLUSH
 AH9842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9842+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1992
 AH9842_ROD/PIPE-DEPTH:  4.6 meters
 AH9842
 AH9842  HISTORY     - Date     Condition        Report By
 AH9842  HISTORY     - 1967     MONUMENTED       USGS
 AH9842  HISTORY     - 19920811 GOOD             MNDT
 AH9842
 AH9842                          STATION DESCRIPTION
 AH9842
 AH9842'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9842'LAKE ITASCA, CLEARWATER COUNTY, 2.0 MI (3.2 KM) WEST OF, T. 144 N., R.
 AH9842'36 W., NEAR COR. OF SECS. 28, 29, 32 AND 33, 106 FT. NORTH, 39 FT.
 AH9842'EAST OF AND 3.9 FT. LOWER TNAN CROSSROADS, 3.5 FT. WEST OF A POWER
 AH9842'POLE, A STANDARD TABLET SET ON TOP OF A 1/2 IN. COPPER COATED STEEL
 AH9842'ROD, DRIVEN 15 FT. IN GROUND, AND STAMPED 18 CER 1967.
 AH9842
 AH9842                          STATION RECOVERY (1992)
 AH9842
 AH9842'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9842'2 MI (3.2 KM) WEST OF THE CITY OF LAKE ITASCA, 2.15 MI (3.46 KM) WEST
 AH9842'ALONG TH 200 FROM JCT OF TH 200 AND CO RD 2 IN LAKE ITASCA, AT TH 200
 AH9842'MP 82.65, 106 FT (32.3 M) NORTH OF TH 200, 39 FT (11.9 M) EAST OF CO
 AH9842'RD 107, 3.5 FT (1.1 M) WEST OF P-POLE, AND 1.0 FT (0.3 M) WEST OF WIT
 AH9842'POST. NOTE--ROD DEPTH OF ROD IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0655 ***********************************************************************
 SK0655  DESIGNATION -  18 CLC
 SK0655  PID         -  SK0655
 SK0655  STATE/COUNTY-  MN/POLK
 SK0655  COUNTRY     -  US
 SK0655  USGS QUAD   -  OKLEE (1971)
 SK0655
 SK0655                         *CURRENT SURVEY CONTROL
 SK0655  ______________________________________________________________________
 SK0655* NAD 83(1986) POSITION- 47 46 30.     (N) 095 48 59.     (W)   SCALED    
 SK0655* NAVD 88 ORTHO HEIGHT -   361.997  (meters)    1187.65  (feet) ADJUSTED  
 SK0655  ______________________________________________________________________
 SK0655  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 SK0655  DYNAMIC HEIGHT  -        362.062 (meters)     1187.87  (feet) COMP
 SK0655  MODELED GRAVITY -    980,780.2   (mgal)                       NAVD 88
 SK0655
 SK0655  VERT ORDER      -  THIRD
 SK0655
 SK0655.The horizontal coordinates were scaled from a topographic map and have
 SK0655.an estimated accuracy of +/- 6 seconds.
 SK0655.
 SK0655.The orthometric height was determined by differential leveling and
 SK0655.adjusted in June 1991.
 SK0655
 SK0655.The dynamic height is computed by dividing the NAVD 88
 SK0655.geopotential number by the normal gravity value computed on the
 SK0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0655.degrees latitude (g = 980.6199 gals.).
 SK0655
 SK0655.The modeled gravity was interpolated from observed gravity values.
 SK0655
 SK0655;                    North         East    Units  Estimated Accuracy
 SK0655;SPC MN N     -   245,320.      596,470.      MT  (+/- 180 meters Scaled)
 SK0655
 SK0655                          SUPERSEDED SURVEY CONTROL
 SK0655
 SK0655.No superseded survey control is available for this station.
 SK0655
 SK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN890951(NAD 83)
 SK0655
 SK0655_MARKER: DB = BENCH MARK DISK
 SK0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0655_SP_SET: COPPER-CLAD STEEL ROD
 SK0655_STAMPING: 18 CLC 1967
 SK0655_MARK LOGO: USGS  
 SK0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0655
 SK0655  HISTORY     - Date     Condition        Report By
 SK0655  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0655
 SK0655                          STATION DESCRIPTION
 SK0655
 SK0655'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0655'9.7 KM (6.00 MI) WEST FROM TRAIL.
 SK0655'TRAIL, 6.0 MI WEST OF, NEAR THE CORNER OF SECTIONS 29, 30, 31 AND 32,
 SK0655'T. 150 N., R. 40 W., 104 FT SOUTH, 39 FT WEST AND 1.4 FT LOWER THAN
 SK0655'CROSSROADS, 14 FT SOUTH OF A FENCE CORNER, 1 FT NORTH OF A WITNESS
 SK0655'SIGN, A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 20 FT, A
 SK0655'STANDARD TABLET CRIMPED TO ROD AND STAMPED 18 CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0657 ***********************************************************************
 SK0657  DESIGNATION -  18 CLC A TBM
 SK0657  PID         -  SK0657
 SK0657  STATE/COUNTY-  MN/POLK
 SK0657  COUNTRY     -  US
 SK0657  USGS QUAD   -  OKLEE (1971)
 SK0657
 SK0657                         *CURRENT SURVEY CONTROL
 SK0657  ______________________________________________________________________
 SK0657* NAD 83(1986) POSITION- 47 46 41.     (N) 095 47 40.     (W)   SCALED    
 SK0657* NAVD 88 ORTHO HEIGHT -   365.596  (meters)    1199.46  (feet) ADJUSTED  
 SK0657  ______________________________________________________________________
 SK0657  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 SK0657  DYNAMIC HEIGHT  -        365.661 (meters)     1199.67  (feet) COMP
 SK0657  MODELED GRAVITY -    980,778.0   (mgal)                       NAVD 88
 SK0657
 SK0657  VERT ORDER      -  THIRD
 SK0657
 SK0657.The horizontal coordinates were scaled from a topographic map and have
 SK0657.an estimated accuracy of +/- 6 seconds.
 SK0657.
 SK0657.The orthometric height was determined by differential leveling and
 SK0657.adjusted in June 1991.
 SK0657
 SK0657.The dynamic height is computed by dividing the NAVD 88
 SK0657.geopotential number by the normal gravity value computed on the
 SK0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0657.degrees latitude (g = 980.6199 gals.).
 SK0657
 SK0657.The modeled gravity was interpolated from observed gravity values.
 SK0657
 SK0657;                    North         East    Units  Estimated Accuracy
 SK0657;SPC MN N     -   245,600.      598,130.      MT  (+/- 180 meters Scaled)
 SK0657
 SK0657                          SUPERSEDED SURVEY CONTROL
 SK0657
 SK0657.No superseded survey control is available for this station.
 SK0657
 SK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN906954(NAD 83)
 SK0657
 SK0657_MARKER: Z = SEE DESCRIPTION
 SK0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0657_SP_SET: IN TOP OF METAL CULVERT
 SK0657_MARK LOGO: USGS  
 SK0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0657
 SK0657  HISTORY     - Date     Condition        Report By
 SK0657  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0657
 SK0657                          STATION DESCRIPTION
 SK0657
 SK0657'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0657'8.0 KM (5.00 MI) WEST FROM TRAIL.
 SK0657'TBM 18 CLC A, 1.0 MI EAST ALONG STATE HWY. 92 FROM TABLET, 36 FT
 SK0657'NORTH, 15 FT EAST AND 3.8 FT LOWER THAN CROSSROADS, ON THE EAST END
 SK0657'OF A METAL CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0656 ***********************************************************************
 SK0656  DESIGNATION -  18 CLC RM
 SK0656  PID         -  SK0656
 SK0656  STATE/COUNTY-  MN/POLK
 SK0656  COUNTRY     -  US
 SK0656  USGS QUAD   -  OKLEE (1971)
 SK0656
 SK0656                         *CURRENT SURVEY CONTROL
 SK0656  ______________________________________________________________________
 SK0656* NAD 83(1986) POSITION- 47 46 31.     (N) 095 48 59.     (W)   SCALED    
 SK0656* NAVD 88 ORTHO HEIGHT -   361.664  (meters)    1186.56  (feet) ADJUSTED  
 SK0656  ______________________________________________________________________
 SK0656  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 SK0656  DYNAMIC HEIGHT  -        361.728 (meters)     1186.77  (feet) COMP
 SK0656  MODELED GRAVITY -    980,780.2   (mgal)                       NAVD 88
 SK0656
 SK0656  VERT ORDER      -  THIRD
 SK0656
 SK0656.The horizontal coordinates were scaled from a topographic map and have
 SK0656.an estimated accuracy of +/- 6 seconds.
 SK0656.
 SK0656.The orthometric height was determined by differential leveling and
 SK0656.adjusted in June 1991.
 SK0656
 SK0656.The dynamic height is computed by dividing the NAVD 88
 SK0656.geopotential number by the normal gravity value computed on the
 SK0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0656.degrees latitude (g = 980.6199 gals.).
 SK0656
 SK0656.The modeled gravity was interpolated from observed gravity values.
 SK0656
 SK0656;                    North         East    Units  Estimated Accuracy
 SK0656;SPC MN N     -   245,350.      596,470.      MT  (+/- 180 meters Scaled)
 SK0656
 SK0656                          SUPERSEDED SURVEY CONTROL
 SK0656
 SK0656.No superseded survey control is available for this station.
 SK0656
 SK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN890951(NAD 83)
 SK0656
 SK0656_MARKER: Z = SEE DESCRIPTION
 SK0656_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0656_SP_SET: IN TOP OF METAL CULVERT
 SK0656_MARK LOGO: USGS  
 SK0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0656
 SK0656  HISTORY     - Date     Condition        Report By
 SK0656  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0656
 SK0656                          STATION DESCRIPTION
 SK0656
 SK0656'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0656'9.7 KM (6.00 MI) WEST FROM TRAIL.
 SK0656'REFERENCE MARK, 43 FT NORTH, 22 FT EAST OF TABLET, ON THE WEST END OF
 SK0656'A METAL CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9896 ***********************************************************************
 DM9896  HT_MOD      -  This is a Height Modernization Survey Station.
 DM9896  DESIGNATION -  18 CWH
 DM9896  PID         -  DM9896
 DM9896  STATE/COUNTY-  MN/CASS
 DM9896  COUNTRY     -  US
 DM9896  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DM9896
 DM9896                         *CURRENT SURVEY CONTROL
 DM9896  ______________________________________________________________________
 DM9896* NAD 83(2007) POSITION- 46 45 36.94175(N) 094 45 57.67822(W)   ADJUSTED  
 DM9896* NAD 83(2007) ELLIP HT-   397.184 (meters)        (07/18/11)   ADJUSTED
 DM9896* NAD 83(2007) EPOCH   -  2002.00
 DM9896* NAVD 88 ORTHO HEIGHT -   424.72   (meters)    1393.4   (feet) GPS OBS   
 DM9896  ______________________________________________________________________
 DM9896  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DM9896  NAD 83(2007) X  -   -363,705.594 (meters)                     COMP
 DM9896  NAD 83(2007) Y  - -4,362,277.540 (meters)                     COMP
 DM9896  NAD 83(2007) Z  -  4,623,837.226 (meters)                     COMP
 DM9896  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 DM9896  HORZ ORDER      -  FIRST
 DM9896  ELLP ORDER      -  FOURTH    CLASS I
 DM9896
 DM9896.The horizontal coordinates were established by GPS observations
 DM9896.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9896
 DM9896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9896.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9896
 DM9896.The horizontal coordinates are valid at the epoch date displayed above
 DM9896.which is a decimal equivalence of Year/Month/Day.
 DM9896
 DM9896.The orthometric height was determined by GPS observations and a
 DM9896.high-resolution geoid model using precise GPS observation and
 DM9896.processing techniques.
 DM9896
 DM9896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9896
 DM9896.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9896
 DM9896.The ellipsoidal height was determined by GPS observations
 DM9896.and is referenced to NAD 83.
 DM9896
 DM9896. The following values were computed from the NAD 83(2007) position.
 DM9896
 DM9896;                    North         East     Units Scale Factor Converg.
 DM9896;SPC MN C     -   295,778.158   760,580.516   MT  0.99994956   -0 22 23.8
 DM9896;SPC MN C     -   970,398.84  2,495,337.91   sFT  0.99994956   -0 22 23.8
 DM9896;UTM  15      - 5,180,037.747   365,139.091   MT  0.99982355   -1 17 12.2
 DM9896
 DM9896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9896!SPC MN C     -   0.99993774  x   0.99994956  =   0.99988731
 DM9896!UTM  15      -   0.99993774  x   0.99982355  =   0.99976130
 DM9896
 DM9896                          SUPERSEDED SURVEY CONTROL
 DM9896
 DM9896.No superseded survey control is available for this station.
 DM9896
 DM9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6513980037(NAD 83)
 DM9896
 DM9896_MARKER: DB = BENCH MARK DISK
 DM9896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM9896+WITH SETTING: INFORMATION.
 DM9896_STAMPING: 18 CWH 1969
 DM9896_MARK LOGO: USGS  
 DM9896_PROJECTION: FLUSH
 DM9896_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM9896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9896+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DM9896
 DM9896  HISTORY     - Date     Condition        Report By
 DM9896  HISTORY     - 19690401 MONUMENTED       USGS
 DM9896  HISTORY     - 20101103 GOOD             MNDT
 DM9896
 DM9896                          STATION DESCRIPTION
 DM9896
 DM9896'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9896'THE MARK IS 6.7 MILES SOUTHWEST OF OSHAWA, 3 MILES WEST ON TRUNK
 DM9896'HIGHWAY 87 THEN 3 MILES SOUTH ON TRUNK HIGHWAY 64 TO MILEPOINT 30.85,
 DM9896'THEN 3 MILE WEST ON COUNTY ROAD 19(12TH STREET SOUTHWEST), 29 FEET
 DM9896'NORTH OF COUNTY ROAD 19, 36 FEET WEST OF 92ND AVE SW (TEE-ROAD NORTH),
 DM9896'4.0 FEET WEST OF TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0045 ***********************************************************************
 QP0045  DESIGNATION -  18 ES
 QP0045  PID         -  QP0045
 QP0045  STATE/COUNTY-  MN/STEARNS
 QP0045  COUNTRY     -  US
 QP0045  USGS QUAD   -  ST CLOUD (1993)
 QP0045
 QP0045                         *CURRENT SURVEY CONTROL
 QP0045  ______________________________________________________________________
 QP0045* NAD 83(1986) POSITION- 45 30 48.     (N) 094 09 31.     (W)   SCALED    
 QP0045* NAVD 88 ORTHO HEIGHT -   309.448  (meters)    1015.25  (feet) ADJUSTED  
 QP0045  ______________________________________________________________________
 QP0045  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 QP0045  DYNAMIC HEIGHT  -        309.439 (meters)     1015.22  (feet) COMP
 QP0045  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 QP0045
 QP0045  VERT ORDER      -  SECOND    CLASS 0
 QP0045
 QP0045.The horizontal coordinates were scaled from a topographic map and have
 QP0045.an estimated accuracy of +/- 6 seconds.
 QP0045.
 QP0045.The orthometric height was determined by differential leveling and
 QP0045.adjusted in June 1991.
 QP0045
 QP0045.The dynamic height is computed by dividing the NAVD 88
 QP0045.geopotential number by the normal gravity value computed on the
 QP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0045.degrees latitude (g = 980.6199 gals.).
 QP0045
 QP0045.The modeled gravity was interpolated from observed gravity values.
 QP0045
 QP0045;                    North         East    Units  Estimated Accuracy
 QP0045;SPC MN C     -   157,060.      807,140.      MT  (+/- 180 meters Scaled)
 QP0045
 QP0045                          SUPERSEDED SURVEY CONTROL
 QP0045
 QP0045  NGVD 29 (??/??/??)  309.327  (m)         1014.85   (f) ADJUSTED    2 0
 QP0045
 QP0045.Superseded values are not recommended for survey control.
 QP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0045.See file dsdata.txt to determine how the superseded data were derived.
 QP0045
 QP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL095406(NAD 83)
 QP0045
 QP0045_MARKER: DD = SURVEY DISK
 QP0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0045_STAMPING: ES-18 1949
 QP0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0045+STABILITY: SURFACE MOTION
 QP0045
 QP0045  HISTORY     - Date     Condition        Report By
 QP0045  HISTORY     - 1949     MONUMENTED       USGS
 QP0045  HISTORY     - 1968     GOOD             MNDT
 QP0045  HISTORY     - 1976     GOOD             MNDT
 QP0045
 QP0045                          STATION DESCRIPTION
 QP0045
 QP0045'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0045'2.5 MI NW FROM ST AUGUSTA.
 QP0045'MARK IS A STANDARD USGS DISK STAMPED ES-18 1949 AND SET IN THE TOP OF
 QP0045'A CONCRETE POST.  MARK IS 700 FEET NORTH OF T.H. 152 AND 9TH AVE.
 QP0045'SOUTH INTERSECTION, 446 SOUTH OF AN EAST-WEST ROAD, 73 FEET EAST OF
 QP0045'T.H. 152 CENTERLINE, 10 FEET WEST OF A GROUP OF SPRUCE TREES IN A
 QP0045'SMALL PARK, 1 FOOT WEST OF A POWER POLE WITH A WITNESS SIGN ON IT AND
 QP0045'PROJECTS 3 INCHES ABOVE GROUND.  SECTION 35, 36, T 124N, R 28W.  MARK
 QP0045'IS LOCATED NEAR THE NORTH CORNER OF SECTIONS 35 AND 36, ON T.H. 152
 QP0045'R/W.
 QP0045
 QP0045                          STATION RECOVERY (1976)
 QP0045
 QP0045'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 QP0045'THE MARK WAS FOUND AS DESCRIBED IN NATIONAL GEODETIC SURVEY LINE 136
 QP0045'MN DATED JULY 1973. IT IS LOCATED 3.45 MILES SOUTH SOUTHEAST ALONG
 QP0045'TRUNK HIGHWAY 152 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 152
 QP0045'(ROOSEVELT ROAD) AND TRUNK HIGHWAYS 232ND 52 (DIVISION ST.) IN ST. CLO
 QP0045'IT IS ALSO 1.7 MILES NORTH NORTHWEST ALONG TRUNK HIGHWAY 152 FROM THE
 QP0045'JUNCTION OF TRUNK HIGHWAY 152 AND INTERSTATE 94 NEAR ST. AUGUSTA. IT
 QP0045'IS AT TRUNK HIGHWAY MILEPOINT 7.6. IT IS 71.5 FT. WEST OF AND ABOUT
 QP0045'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 152, 23.7 FT. NORTHWEST OF
 QP0045'A 15 INCH SPRUCE AT THE SOUTHWEST CORNER OF A GROVE OF TREES, AND 1.8
 QP0045'FT. WEST OF POWER POLE NUMBER 2 WITH WITNESS SIGN. A RAILROAD SPIKE
 QP0045'WAS BURIED ALONGSIDE THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8183 ***********************************************************************
 AC8183  DESIGNATION -  18 GAF
 AC8183  PID         -  AC8183
 AC8183  STATE/COUNTY-  MN/SCOTT
 AC8183  COUNTRY     -  US
 AC8183  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8183
 AC8183                         *CURRENT SURVEY CONTROL
 AC8183  ______________________________________________________________________
 AC8183* NAD 83(1986) POSITION- 44 32 36.42   (N) 093 45 15.80   (W)   HD_HELD1  
 AC8183* NAVD 88 ORTHO HEIGHT -   302.728  (meters)     993.20  (feet) ADJUSTED  
 AC8183  ______________________________________________________________________
 AC8183  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 AC8183  DYNAMIC HEIGHT  -        302.695 (meters)      993.09  (feet) COMP
 AC8183  MODELED GRAVITY -    980,500.5   (mgal)                       NAVD 88
 AC8183
 AC8183  VERT ORDER      -  SECOND    CLASS I
 AC8183
 AC8183.The horizontal coordinates were established by differentially corrected
 AC8183.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8183.
 AC8183.The orthometric height was determined by differential leveling and
 AC8183.adjusted in September 1997.
 AC8183
 AC8183.The dynamic height is computed by dividing the NAVD 88
 AC8183.geopotential number by the normal gravity value computed on the
 AC8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8183.degrees latitude (g = 980.6199 gals.).
 AC8183
 AC8183.The modeled gravity was interpolated from observed gravity values.
 AC8183
 AC8183;                    North         East    Units  Estimated Accuracy
 AC8183;SPC MN S     -   271,524.2     819,517.3     MT  (+/- 3 meters HH1 GPS) 
 AC8183
 AC8183                          SUPERSEDED SURVEY CONTROL
 AC8183
 AC8183.No superseded survey control is available for this station.
 AC8183
 AC8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4007232512(NAD 83)
 AC8183
 AC8183_MARKER: DB = BENCH MARK DISK
 AC8183_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC8183_STAMPING: 18 GAF 1955 933
 AC8183_MARK LOGO: USGS  
 AC8183_PROJECTION: PROJECTING 15 CENTIMETERS
 AC8183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8183+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8183
 AC8183  HISTORY     - Date     Condition        Report By
 AC8183  HISTORY     - 1955     MONUMENTED       USGS
 AC8183  HISTORY     - 1980     GOOD             MNDT
 AC8183  HISTORY     - 20080618 GOOD             MNDT
 AC8183
 AC8183                          STATION DESCRIPTION
 AC8183
 AC8183'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8183'THE MARK IS LOCATED 4.6 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8183'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SE 1/4 OF SECTION 31, T113N,
 AC8183'R24W, ABOUT 800 FEET EAST OF COUNTY ROAD 55 AND 270 FEET WEST OF A T -
 AC8183'ROAD TO THE SOUTH.  THE MARK IS 78 FEET NORTH OF THE CENTERLINE OF
 AC8183'TRUNK HIGHWAY 19 AT MILEPOINT 142.4, 3 FEET WEST OF A POWER POLE, AND
 AC8183'1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 AC8183'BENCH MARK DISK STAMPED---18 GAF 1955---, IS SET IN THE TOP OF A 12
 AC8183'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE
 AC8183'OF THE GROUND.
 AC8183
 AC8183                          STATION RECOVERY (2008)
 AC8183
 AC8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8183'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6255 ***********************************************************************
 DK6255  DESIGNATION -  18 KEE
 DK6255  PID         -  DK6255
 DK6255  STATE/COUNTY-  MN/KITTSON
 DK6255  COUNTRY     -  US
 DK6255  USGS QUAD   -  SKULL LAKE SE (1966)
 DK6255
 DK6255                         *CURRENT SURVEY CONTROL
 DK6255  ______________________________________________________________________
 DK6255* NAD 83(2007) POSITION- 48 49 55.87183(N) 096 33 29.80010(W)   ADJUSTED  
 DK6255* NAD 83(2007) ELLIP HT-   278.908 (meters)        (07/11/08)   ADJUSTED
 DK6255* NAD 83(2007) EPOCH   -  2002.00
 DK6255* NAVD 88 ORTHO HEIGHT -   306.3    (meters)    1005.    (feet) GPS OBS   
 DK6255  ______________________________________________________________________
 DK6255  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6255  GEOID HEIGHT    -        -27.36  (meters)                     GEOID03
 DK6255  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DK6255  NAD 83(2007) X  -   -480,461.311 (meters)                     COMP
 DK6255  NAD 83(2007) Y  - -4,179,157.419 (meters)                     COMP
 DK6255  NAD 83(2007) Z  -  4,778,504.586 (meters)                     COMP
 DK6255  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC09
 DK6255  HORZ ORDER      -  FIRST
 DK6255  ELLP ORDER      -  FOURTH    CLASS I
 DK6255
 DK6255.The horizontal coordinates were established by GPS observations
 DK6255.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6255
 DK6255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6255.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6255
 DK6255.The horizontal coordinates are valid at the epoch date displayed above
 DK6255.which is a decimal equivalence of Year/Month/Day.
 DK6255
 DK6255.The orthometric height was determined by GPS observations and a
 DK6255.high-resolution geoid model.
 DK6255
 DK6255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6255
 DK6255.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6255
 DK6255.The ellipsoidal height was determined by GPS observations
 DK6255.and is referenced to NAD 83.
 DK6255
 DK6255. The following values were computed from the NAD 83(2007) position.
 DK6255
 DK6255;                    North         East     Units Scale Factor Converg.
 DK6255;SPC MN N     -   364,974.006   546,173.386   MT  1.00005468   -2 33 48.0
 DK6255;SPC MN N     - 1,197,418.88  1,791,903.85   sFT  1.00005468   -2 33 48.0
 DK6255;UTM  14      - 5,411,676.059   679,185.768   MT  0.99999446   +1 50 18.9
 DK6255
 DK6255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6255!SPC MN N     -   0.99995629  x   1.00005468  =   1.00001097
 DK6255!UTM  14      -   0.99995629  x   0.99999446  =   0.99995075
 DK6255
 DK6255                          SUPERSEDED SURVEY CONTROL
 DK6255
 DK6255.No superseded survey control is available for this station.
 DK6255
 DK6255_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV7918511676(NAD 83)
 DK6255
 DK6255_MARKER: DD = SURVEY DISK
 DK6255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6255_STAMPING: 18 KEE 1966
 DK6255_MARK LOGO: USGS  
 DK6255_PROJECTION: RECESSED 3 CENTIMETERS
 DK6255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6255+STABILITY: SURFACE MOTION
 DK6255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6255+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2007
 DK6255
 DK6255  HISTORY     - Date     Condition        Report By
 DK6255  HISTORY     - 1966     MONUMENTED       USGS
 DK6255  HISTORY     - 20070921 GOOD             MN-069
 DK6255
 DK6255                          STATION DESCRIPTION
 DK6255
 DK6255'DESCRIBED BY KITTSON COUNTY MINNESOTA 2007 (DJA)
 DK6255'1.8 MILES SOUTH AND 11.2 MILES EAST OF LANCASTER, 36 FEET SOUTH OF
 DK6255'TRAIL, 3.5 FEET SOUTH OF FENCE CORNER, 3 FEET WEST OF WITNESS POST,
 DK6255'ALONG ROAD AT TRAIL NORTH.  REMOVE BRUSH TO SOUTH FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7876 ***********************************************************************
 DK7876  DESIGNATION -  18 LNB
 DK7876  PID         -  DK7876
 DK7876  STATE/COUNTY-  MN/OTTER TAIL
 DK7876  COUNTRY     -  US
 DK7876  USGS QUAD   -  MILLERVILLE (1969)
 DK7876
 DK7876                         *CURRENT SURVEY CONTROL
 DK7876  ______________________________________________________________________
 DK7876* NAD 83(1986) POSITION- 46 07 20.3    (N) 095 33 45.7    (W)   HD_HELD2  
 DK7876* NAVD 88 ORTHO HEIGHT -   445.312  (meters)    1460.99  (feet) ADJUSTED  
 DK7876  ______________________________________________________________________
 DK7876  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 DK7876  DYNAMIC HEIGHT  -        445.311 (meters)     1460.99  (feet) COMP
 DK7876  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 DK7876
 DK7876  VERT ORDER      -  SECOND    CLASS I
 DK7876
 DK7876.The horizontal coordinates were established by autonomous hand held GPS
 DK7876.observations and have an estimated accuracy of +/- 10 meters.
 DK7876.
 DK7876.The orthometric height was determined by differential leveling and
 DK7876.adjusted in May 2009.
 DK7876
 DK7876.No vertical observational check was made to the station.
 DK7876
 DK7876.Photographs are available for this station.
 DK7876
 DK7876.The dynamic height is computed by dividing the NAVD 88
 DK7876.geopotential number by the normal gravity value computed on the
 DK7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7876.degrees latitude (g = 980.6199 gals.).
 DK7876
 DK7876.The modeled gravity was interpolated from observed gravity values.
 DK7876
 DK7876;                    North         East    Units  Estimated Accuracy
 DK7876;SPC MN C     -   225,580.      698,550.      MT  (+/- 10 meters HH2 GPS)
 DK7876
 DK7876                          SUPERSEDED SURVEY CONTROL
 DK7876
 DK7876.No superseded survey control is available for this station.
 DK7876
 DK7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0200410829(NAD 83)
 DK7876
 DK7876_MARKER: DD = SURVEY DISK
 DK7876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7876_STAMPING: 18 LNB 1967
 DK7876_MARK LOGO: USGS  
 DK7876_PROJECTION: PROJECTING 5 CENTIMETERS
 DK7876_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7876+STABILITY: SURFACE MOTION
 DK7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7876+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DK7876
 DK7876  HISTORY     - Date     Condition        Report By
 DK7876  HISTORY     - 1967     MONUMENTED       USGS
 DK7876  HISTORY     - 20051010 GOOD             MNDT
 DK7876
 DK7876                          STATION DESCRIPTION
 DK7876
 DK7876'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7876'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF EVANSVILLE,
 DK7876'9.8 MI (15.8 KM) SOUTH OF VINING AND 3.8 MI (6.1 KM) NORTH OF
 DK7876'MILLERVILLE.  2.5 MI (4.0 KM) WEST OF URBANK, 53 FT (16.2 M) SOUTH OF
 DK7876'COUNTY ROAD 38 AND 95 FT (29.0 M) EAST OF COUNTY ROAD 87 AT TEE ROAD
 DK7876'SOUTH, 2.2 FT (0.7 M) EAST OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A
 DK7876'FENCE, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0602 ***********************************************************************
 ON0602  DESIGNATION -  18 RDS RESET
 ON0602  PID         -  ON0602
 ON0602  STATE/COUNTY-  MN/WINONA
 ON0602  COUNTRY     -  US
 ON0602  USGS QUAD   -  LEWISTON (1974)
 ON0602
 ON0602                         *CURRENT SURVEY CONTROL
 ON0602  ______________________________________________________________________
 ON0602* NAD 83(1986) POSITION- 43 57 16.     (N) 091 52 08.     (W)   SCALED    
 ON0602* NAVD 88 ORTHO HEIGHT -   361.76   (meters)    1186.9   (feet) RESET     
 ON0602  ______________________________________________________________________
 ON0602  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 ON0602  VERT ORDER      -  THIRD
 ON0602
 ON0602.The horizontal coordinates were scaled from a topographic map and have
 ON0602.an estimated accuracy of +/- 6 seconds.
 ON0602.
 ON0602.The orthometric height was computed from unverified reset data.
 ON0602
 ON0602.No vertical observational check was made to the station.
 ON0602
 ON0602;                    North         East    Units  Estimated Accuracy
 ON0602;SPC MN S     -   208,280.      971,030.      MT  (+/- 180 meters Scaled)
 ON0602
 ON0602                          SUPERSEDED SURVEY CONTROL
 ON0602
 ON0602  NGVD 29 (04/14/03)  361.74   (m)         1186.8    (f) RESET       3  
 ON0602
 ON0602.Superseded values are not recommended for survey control.
 ON0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0602.See file dsdata.txt to determine how the superseded data were derived.
 ON0602
 ON0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ907674(NAD 83)
 ON0602
 ON0602_MARKER: DD = SURVEY DISK
 ON0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0602_STAMPING: 18 RDS 1952 RESET 1975
 ON0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0602
 ON0602  HISTORY     - Date     Condition        Report By
 ON0602  HISTORY     - 1975     MONUMENTED       MNHD
 ON0602
 ON0602                          STATION DESCRIPTION
 ON0602
 ON0602'DESCRIBED BY MN HIGHWAY DEPT 1975
 ON0602'2 MI S FROM LEWISTON.
 ON0602'THE MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF WINONA COUNTY ROAD
 ON0602'18 ON COUNTY ROAD 29.  IT IS 300 FEET SOUTHEAST OF A LARGE RED
 ON0602'BARN, 74 FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.0 FEET SOUTH
 ON0602'OF A STEEL WITNESS POST.  LAT. 43 DEG 57 MIN 20 SEC.  LONG. 91 DEG
 ON0602'52 MIN 10 SEC.  SE 1/4 SECTION 26, T 106N, R 9W
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2083 ***********************************************************************
 PP2083  DESIGNATION -  18 RLG
 PP2083  PID         -  PP2083
 PP2083  STATE/COUNTY-  MN/BLUE EARTH
 PP2083  COUNTRY     -  US
 PP2083  USGS QUAD   -  BEAUFORD (1974)
 PP2083
 PP2083                         *CURRENT SURVEY CONTROL
 PP2083  ______________________________________________________________________
 PP2083* NAD 83(1986) POSITION- 44 04 46.     (N) 093 52 42.     (W)   SCALED    
 PP2083* NAVD 88 ORTHO HEIGHT -   299.010  (meters)     981.00  (feet) ADJUSTED  
 PP2083  ______________________________________________________________________
 PP2083  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 PP2083  DYNAMIC HEIGHT  -        298.956 (meters)      980.82  (feet) COMP
 PP2083  MODELED GRAVITY -    980,428.5   (mgal)                       NAVD 88
 PP2083
 PP2083  VERT ORDER      -  SECOND    CLASS I
 PP2083
 PP2083.The horizontal coordinates were scaled from a topographic map and have
 PP2083.an estimated accuracy of +/- 6 seconds.
 PP2083.
 PP2083.The orthometric height was determined by differential leveling and
 PP2083.adjusted in June 1991.
 PP2083
 PP2083.The dynamic height is computed by dividing the NAVD 88
 PP2083.geopotential number by the normal gravity value computed on the
 PP2083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2083.degrees latitude (g = 980.6199 gals.).
 PP2083
 PP2083.The modeled gravity was interpolated from observed gravity values.
 PP2083
 PP2083;                    North         East    Units  Estimated Accuracy
 PP2083;SPC MN S     -   219,950.      809,750.      MT  (+/- 180 meters Scaled)
 PP2083
 PP2083                          SUPERSEDED SURVEY CONTROL
 PP2083
 PP2083  NGVD 29 (??/??/92)  298.978  (m)          980.90   (f) ADJ UNCH    2 1
 PP2083
 PP2083.Superseded values are not recommended for survey control.
 PP2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2083.See file dsdata.txt to determine how the superseded data were derived.
 PP2083
 PP2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ296810(NAD 83)
 PP2083
 PP2083_MARKER: DB = BENCH MARK DISK
 PP2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2083_SP_SET: CONCRETE POST
 PP2083_STAMPING: 18 RLG 1949
 PP2083_PROJECTION: FLUSH
 PP2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2083+STABILITY: SURFACE MOTION
 PP2083
 PP2083  HISTORY     - Date     Condition        Report By
 PP2083  HISTORY     - 1949     MONUMENTED       USGS
 PP2083  HISTORY     - 1979     GOOD             MNDT
 PP2083
 PP2083                          STATION DESCRIPTION
 PP2083
 PP2083'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2083'0.75 MI WEST FROM ST CLAIR.
 PP2083'THE MARK IS LOCATED 0.75 MILE WEST ALONG COUNTY ROAD 15 FROM ITS
 PP2083'JUNCTION WITH TRUNK HIGHWAY 83 ON THE WEST EDGE OF ST. CLAIR, THENCE
 PP2083'0.05 MILE SOUTH ALONG A T ROAD SOUTH. IT IS 25 FT. EAST OF AND 3 FT.
 PP2083'LOWER THAN THE CENTER OF THE T ROAD, 344 FT. SOUTH OF COUNTY ROAD 15,
 PP2083'AND 158 FT. SOUTH SOUTHEAST OF A POWER POLE. IT IS 0.5 FT. WEST OF A
 PP2083'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0782 ***********************************************************************
 PR0782  DESIGNATION -  18 T
 PR0782  PID         -  PR0782
 PR0782  STATE/COUNTY-  MN/LINCOLN
 PR0782  COUNTRY     -  US
 PR0782  USGS QUAD   -  TYLER (1963)
 PR0782
 PR0782                         *CURRENT SURVEY CONTROL
 PR0782  ______________________________________________________________________
 PR0782* NAD 83(1996) POSITION- 44 22 19.66224(N) 096 14 08.73522(W)   ADJUSTED  
 PR0782* NAVD 88 ORTHO HEIGHT -   539.04   (+/-2cm)    1768.5   (feet) VERTCON   
 PR0782  ______________________________________________________________________
 PR0782  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 PR0782  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC09
 PR0782  HORZ ORDER      -  THIRD
 PR0782  VERT ORDER      -  THIRD ? (See Below)
 PR0782
 PR0782.The horizontal coordinates were established by classical geodetic methods
 PR0782.and adjusted by the National Geodetic Survey in March 1999.
 PR0782.
 PR0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0782
 PR0782.The vertical order pertains to the NGVD 29 superseded value.
 PR0782
 PR0782.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0782
 PR0782. The following values were computed from the NAD 83(1996) position.
 PR0782
 PR0782;                    North         East     Units Scale Factor Converg.
 PR0782;SPC MN S     -   254,895.483   621,838.473   MT  0.99992458   -1 34 01.6
 PR0782;SPC MN S     -   836,269.60  2,040,148.39   sFT  0.99992458   -1 34 01.6
 PR0782;UTM  14      - 4,916,922.305   720,232.623   MT  1.00019653   +1 56 01.9
 PR0782
 PR0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0782!SPC MN S     -   0.99991958  x   0.99992458  =   0.99984416
 PR0782!UTM  14      -   0.99991958  x   1.00019653  =   1.00011609
 PR0782
 PR0782:                Primary Azimuth Mark                     Grid Az
 PR0782:SPC MN S     -  LINCOLN                                  334 45 55.1
 PR0782:UTM  14      -  LINCOLN                                  331 15 51.6
 PR0782
 PR0782|---------------------------------------------------------------------|
 PR0782| PID    Reference Object                     Distance      Geod. Az  |
 PR0782|                                                           dddmmss.s |
 PR0782| PR0811 LINCOLN                             APPROX. 8.0 KM 3331153.5 |
 PR0782|---------------------------------------------------------------------|
 PR0782
 PR0782                          SUPERSEDED SURVEY CONTROL
 PR0782
 PR0782  NAD 83(1996)-  44 22 19.66110(N)    096 14 08.73583(W) AD(       ) 3
 PR0782  NAD 83(1986)-  44 22 19.66112(N)    096 14 08.72113(W) AD(       ) 3
 PR0782  NAD 27      -  44 22 19.79078(N)    096 14 07.57514(W) AD(       ) 3
 PR0782  NGVD 29 (07/19/86)  538.78   (m)         1767.6    (f) LEVELING    3  
 PR0782
 PR0782.Superseded values are not recommended for survey control.
 PR0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0782.See file dsdata.txt to determine how the superseded data were derived.
 PR0782
 PR0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2023216922(NAD 83)
 PR0782
 PR0782_MARKER: DB = BENCH MARK DISK
 PR0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0782_STAMPING: 18 T 1960 1768
 PR0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0782+STABILITY: SURFACE MOTION
 PR0782
 PR0782  HISTORY     - Date     Condition        Report By
 PR0782  HISTORY     - 1960     MONUMENTED       USGS
 PR0782
 PR0782                          STATION DESCRIPTION
 PR0782
 PR0782'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0782'LAKE BENTON,8 MILE N AND 2 MILE E OF. 1448 FT E AND 39 FT S OF X-ROADS
 PR0782'AT NW CORNER OF SECTION 2,T.110N,R.45W,ON TOP OF HILL,6 FT N OF
 PR0782'CULTIVATED FIELD. IN A CONCRETE POST A STANDARD TABLET STAMPED---18 T
 PR0782'1960 1768 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5731 ***********************************************************************
 AI5731  DESIGNATION -  1801 A
 AI5731  PID         -  AI5731
 AI5731  STATE/COUNTY-  MN/CROW WING
 AI5731  COUNTRY     -  US
 AI5731  USGS QUAD   -  GARRISON (1973)
 AI5731
 AI5731                         *CURRENT SURVEY CONTROL
 AI5731  ______________________________________________________________________
 AI5731* NAD 83(1986) POSITION- 46 21 27.8    (N) 093 52 17.1    (W)   HD_HELD2  
 AI5731* NAVD 88 ORTHO HEIGHT -   387.332  (meters)    1270.77  (feet) ADJUSTED  
 AI5731  ______________________________________________________________________
 AI5731  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AI5731  DYNAMIC HEIGHT  -        387.341 (meters)     1270.80  (feet) COMP
 AI5731  MODELED GRAVITY -    980,627.5   (mgal)                       NAVD 88
 AI5731
 AI5731  VERT ORDER      -  SECOND    CLASS I
 AI5731
 AI5731.The horizontal coordinates were established by autonomous hand held GPS
 AI5731.observations and have an estimated accuracy of +/- 10 meters.
 AI5731.
 AI5731.The orthometric height was determined by differential leveling and
 AI5731.adjusted in August 2006.
 AI5731
 AI5731.The dynamic height is computed by dividing the NAVD 88
 AI5731.geopotential number by the normal gravity value computed on the
 AI5731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5731.degrees latitude (g = 980.6199 gals.).
 AI5731
 AI5731.The modeled gravity was interpolated from observed gravity values.
 AI5731
 AI5731;                    North         East    Units  Estimated Accuracy
 AI5731;SPC MN C     -   250,975.      829,134.      MT  (+/- 10 meters HH2 GPS)
 AI5731
 AI5731                          SUPERSEDED SURVEY CONTROL
 AI5731
 AI5731  NAVD 88 (09/27/00)  387.332  (m)         1270.77   (f) SUPERSEDED  2 1
 AI5731
 AI5731.Superseded values are not recommended for survey control.
 AI5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5731.See file dsdata.txt to determine how the superseded data were derived.
 AI5731
 AI5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3296034163(NAD 83)
 AI5731
 AI5731_MARKER: DD = SURVEY DISK
 AI5731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5731_STAMPING: 1801 A 1999
 AI5731_MARK LOGO: MNDT  
 AI5731_PROJECTION: RECESSED 5 CENTIMETERS
 AI5731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5731+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5731_ROD/PIPE-DEPTH: 12.2 meters
 AI5731
 AI5731  HISTORY     - Date     Condition        Report By
 AI5731  HISTORY     - 1999     MONUMENTED       MNDT
 AI5731
 AI5731                          STATION DESCRIPTION
 AI5731
 AI5731'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5731'4.7 MI (7.6 KM) NNW OF GARRISON, 0.85 MI (1.37 KM) NORTH ALONG TH 6
 AI5731'FROM JCT OF TH 6 AND TH 18 (ABOUT 4.5 MI (7.2 KM) NW OF GARRISON) , AT
 AI5731'TH 6 MP 0.85, 91.5 FT (27.9 M) ENE OF TH 6, 8.8 FT (2.7 M) SSE OF
 AI5731'P-POLE, 2.5 FT (0.8 M) ENE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5732 ***********************************************************************
 AI5732  DESIGNATION -  1801 B
 AI5732  PID         -  AI5732
 AI5732  STATE/COUNTY-  MN/CROW WING
 AI5732  COUNTRY     -  US
 AI5732  USGS QUAD   -  GRAVE LAKE (1973)
 AI5732
 AI5732                         *CURRENT SURVEY CONTROL
 AI5732  ______________________________________________________________________
 AI5732* NAD 83(1986) POSITION- 46 22 25.5    (N) 093 52 32.6    (W)   HD_HELD2  
 AI5732* NAVD 88 ORTHO HEIGHT -   386.880  (meters)    1269.29  (feet) ADJUSTED  
 AI5732  ______________________________________________________________________
 AI5732  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 AI5732  DYNAMIC HEIGHT  -        386.889 (meters)     1269.32  (feet) COMP
 AI5732  MODELED GRAVITY -    980,627.4   (mgal)                       NAVD 88
 AI5732
 AI5732  VERT ORDER      -  SECOND    CLASS I
 AI5732
 AI5732.The horizontal coordinates were established by autonomous hand held GPS
 AI5732.observations and have an estimated accuracy of +/- 10 meters.
 AI5732.
 AI5732.The orthometric height was determined by differential leveling and
 AI5732.adjusted in August 2006.
 AI5732
 AI5732.The dynamic height is computed by dividing the NAVD 88
 AI5732.geopotential number by the normal gravity value computed on the
 AI5732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5732.degrees latitude (g = 980.6199 gals.).
 AI5732
 AI5732.The modeled gravity was interpolated from observed gravity values.
 AI5732
 AI5732;                    North         East    Units  Estimated Accuracy
 AI5732;SPC MN C     -   252,755.      828,795.      MT  (+/- 10 meters HH2 GPS)
 AI5732
 AI5732                          SUPERSEDED SURVEY CONTROL
 AI5732
 AI5732  NAVD 88 (09/27/00)  386.880  (m)         1269.29   (f) SUPERSEDED  2 1
 AI5732
 AI5732.Superseded values are not recommended for survey control.
 AI5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5732.See file dsdata.txt to determine how the superseded data were derived.
 AI5732
 AI5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3264835947(NAD 83)
 AI5732
 AI5732_MARKER: DD = SURVEY DISK
 AI5732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5732_STAMPING: 1801 B 1994
 AI5732_MARK LOGO: MNDT  
 AI5732_PROJECTION: RECESSED 8 CENTIMETERS
 AI5732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5732+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5732_ROD/PIPE-DEPTH: 25.0 meters
 AI5732
 AI5732  HISTORY     - Date     Condition        Report By
 AI5732  HISTORY     - 1994     MONUMENTED       MNDT
 AI5732
 AI5732                          STATION DESCRIPTION
 AI5732
 AI5732'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5732'8.0 MI (12.9 KM) SOUTH OF DEERWOOD, 2 MI (3.2 KM) NORTH ALONG TH 6
 AI5732'FROM JCT OF TH 6 AND TH 18, ABOUT 4.5 MI (7.2 KM) OF NW OF GARRISON,
 AI5732'AT TH 6 MP 2.05, 206.4 FT (62.9 M) EAST OF TH 6, 37.6 FT (11.5 M)
 AI5732'SOUTH OF TEL CABLE PEDESTAL NO 500054, 69.5 FT (21.2 M) SSW OF BIT RD,
 AI5732'2 FT (0.6 M) NE OF R/W WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5733 ***********************************************************************
 AI5733  DESIGNATION -  1801 C
 AI5733  PID         -  AI5733
 AI5733  STATE/COUNTY-  MN/CROW WING
 AI5733  COUNTRY     -  US
 AI5733  USGS QUAD   -  BAY LAKE (1973)
 AI5733
 AI5733                         *CURRENT SURVEY CONTROL
 AI5733  ______________________________________________________________________
 AI5733* NAD 83(1986) POSITION- 46 23 14.5    (N) 093 52 22.2    (W)   HD_HELD2  
 AI5733* NAVD 88 ORTHO HEIGHT -   388.181  (meters)    1273.56  (feet) ADJUSTED  
 AI5733  ______________________________________________________________________
 AI5733  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AI5733  DYNAMIC HEIGHT  -        388.191 (meters)     1273.59  (feet) COMP
 AI5733  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 AI5733
 AI5733  VERT ORDER      -  SECOND    CLASS I
 AI5733
 AI5733.The horizontal coordinates were established by autonomous hand held GPS
 AI5733.observations and have an estimated accuracy of +/- 10 meters.
 AI5733.
 AI5733.The orthometric height was determined by differential leveling and
 AI5733.adjusted in August 2006.
 AI5733
 AI5733.The dynamic height is computed by dividing the NAVD 88
 AI5733.geopotential number by the normal gravity value computed on the
 AI5733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5733.degrees latitude (g = 980.6199 gals.).
 AI5733
 AI5733.The modeled gravity was interpolated from observed gravity values.
 AI5733
 AI5733;                    North         East    Units  Estimated Accuracy
 AI5733;SPC MN C     -   254,269.      829,010.      MT  (+/- 10 meters HH2 GPS)
 AI5733
 AI5733                          SUPERSEDED SURVEY CONTROL
 AI5733
 AI5733  NAVD 88 (09/27/00)  388.181  (m)         1273.56   (f) SUPERSEDED  2 1
 AI5733
 AI5733.Superseded values are not recommended for survey control.
 AI5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5733.See file dsdata.txt to determine how the superseded data were derived.
 AI5733
 AI5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3288737457(NAD 83)
 AI5733
 AI5733_MARKER: DD = SURVEY DISK
 AI5733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5733_STAMPING: 1801 C 1994
 AI5733_MARK LOGO: MNDT  
 AI5733_PROJECTION: FLUSH
 AI5733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5733+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5733_ROD/PIPE-DEPTH: 15.8 meters
 AI5733
 AI5733  HISTORY     - Date     Condition        Report By
 AI5733  HISTORY     - 1994     MONUMENTED       MNDT
 AI5733
 AI5733                          STATION DESCRIPTION
 AI5733
 AI5733'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5733'6.0 MI (9.7 KM) NW OF GARRISON, 2.95 MI (4.75 KM) NORTH ALONG TH 6
 AI5733'FROM JCT OF TH 18 AND TH 6 (ABOUT 4.5 MI (7.2 KM) NW OF GARRISON) , AT
 AI5733'TH 6 MP 3.0, 87.3 FT (26.6 M) EAST OF TH 6, 42.5 FT (13.0 M) NORTH OF
 AI5733'ENT, 1.9 FT (0.6 M) NORTH OF P-POLE, 52.9 FT (16.1 M) ESE OF TH 6 MP
 AI5733'NO 3, 81.4 FT (24.8 M) WNW OF NW COR OF PORCH, 1 FT (0.3 M) WEST OF
 AI5733'R/W AND WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5734 ***********************************************************************
 AI5734  DESIGNATION -  1801 D
 AI5734  PID         -  AI5734
 AI5734  STATE/COUNTY-  MN/CROW WING
 AI5734  COUNTRY     -  US
 AI5734  USGS QUAD   -  CROSBY (1973)
 AI5734
 AI5734                         *CURRENT SURVEY CONTROL
 AI5734  ______________________________________________________________________
 AI5734* NAD 83(1986) POSITION- 46 23 57.     (N) 093 52 49.     (W)   SCALED    
 AI5734* NAVD 88 ORTHO HEIGHT -   396.866  (meters)    1302.05  (feet) ADJUSTED  
 AI5734  ______________________________________________________________________
 AI5734  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 AI5734  DYNAMIC HEIGHT  -        396.877 (meters)     1302.09  (feet) COMP
 AI5734  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 AI5734
 AI5734  VERT ORDER      -  SECOND    CLASS I
 AI5734
 AI5734.The horizontal coordinates were scaled from a topographic map and have
 AI5734.an estimated accuracy of +/- 6 seconds.
 AI5734.
 AI5734.The orthometric height was determined by differential leveling and
 AI5734.adjusted in August 2006.
 AI5734
 AI5734.The dynamic height is computed by dividing the NAVD 88
 AI5734.geopotential number by the normal gravity value computed on the
 AI5734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5734.degrees latitude (g = 980.6199 gals.).
 AI5734
 AI5734.The modeled gravity was interpolated from observed gravity values.
 AI5734
 AI5734;                    North         East    Units  Estimated Accuracy
 AI5734;SPC MN C     -   255,580.      828,430.      MT  (+/- 180 meters Scaled)
 AI5734
 AI5734                          SUPERSEDED SURVEY CONTROL
 AI5734
 AI5734  NAVD 88 (09/27/00)  396.866  (m)         1302.05   (f) SUPERSEDED  2 1
 AI5734
 AI5734.Superseded values are not recommended for survey control.
 AI5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5734.See file dsdata.txt to determine how the superseded data were derived.
 AI5734
 AI5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM323387(NAD 83)
 AI5734
 AI5734_MARKER: DD = SURVEY DISK
 AI5734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5734_STAMPING: 1801 D 1994
 AI5734_MARK LOGO: MNDT  
 AI5734_PROJECTION: FLUSH
 AI5734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5734+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 AI5734_ROD/PIPE-DEPTH: 13.1 meters
 AI5734
 AI5734  HISTORY     - Date     Condition        Report By
 AI5734  HISTORY     - 1994     MONUMENTED       MNDT
 AI5734  HISTORY     - 20070927 GOOD             GEOCAC
 AI5734
 AI5734                          STATION DESCRIPTION
 AI5734
 AI5734'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5734'5.0 MI (8.0 KM) SSE OF DEERWOOD, 3.85 MI (6.20 KM) NORTH ALONG TH 6
 AI5734'FROM JCT OF TH 6 AND TH 18 (4.5 MI NW OF GARRISON) , AT TH 6 MP 3.9,
 AI5734'175.5 FT (53.5 M) WSW OF TH 6, 39.6 FT (12.1 M) SSE OF CO RD 124, 3.2
 AI5734'FT (1.0 M) ESE OF R/W AND WIT POST.
 AI5734
 AI5734                          STATION RECOVERY (2007)
 AI5734
 AI5734'RECOVERY NOTE BY GEOCACHING 2007 (TPG)
 AI5734'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5735 ***********************************************************************
 AI5735  DESIGNATION -  1801 E
 AI5735  PID         -  AI5735
 AI5735  STATE/COUNTY-  MN/CROW WING
 AI5735  COUNTRY     -  US
 AI5735  USGS QUAD   -  BAY LAKE (1973)
 AI5735
 AI5735                         *CURRENT SURVEY CONTROL
 AI5735  ______________________________________________________________________
 AI5735* NAD 83(1986) POSITION- 46 24 42.0    (N) 093 52 21.3    (W)   HD_HELD2  
 AI5735* NAVD 88 ORTHO HEIGHT -   394.181  (meters)    1293.24  (feet) ADJUSTED  
 AI5735  ______________________________________________________________________
 AI5735  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 AI5735  DYNAMIC HEIGHT  -        394.192 (meters)     1293.28  (feet) COMP
 AI5735  MODELED GRAVITY -    980,631.0   (mgal)                       NAVD 88
 AI5735
 AI5735  VERT ORDER      -  SECOND    CLASS I
 AI5735
 AI5735.The horizontal coordinates were established by autonomous hand held GPS
 AI5735.observations and have an estimated accuracy of +/- 10 meters.
 AI5735.
 AI5735.The orthometric height was determined by differential leveling and
 AI5735.adjusted in August 2006.
 AI5735
 AI5735.The dynamic height is computed by dividing the NAVD 88
 AI5735.geopotential number by the normal gravity value computed on the
 AI5735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5735.degrees latitude (g = 980.6199 gals.).
 AI5735
 AI5735.The modeled gravity was interpolated from observed gravity values.
 AI5735
 AI5735;                    North         East    Units  Estimated Accuracy
 AI5735;SPC MN C     -   256,971.      829,016.      MT  (+/- 10 meters HH2 GPS)
 AI5735
 AI5735                          SUPERSEDED SURVEY CONTROL
 AI5735
 AI5735  NAVD 88 (09/27/00)  394.181  (m)         1293.24   (f) SUPERSEDED  2 1
 AI5735
 AI5735.Superseded values are not recommended for survey control.
 AI5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5735.See file dsdata.txt to determine how the superseded data were derived.
 AI5735
 AI5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3293640158(NAD 83)
 AI5735
 AI5735_MARKER: DD = SURVEY DISK
 AI5735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5735_STAMPING: 1801 E 1994
 AI5735_MARK LOGO: MNDT  
 AI5735_PROJECTION: FLUSH
 AI5735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5735+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5735_ROD/PIPE-DEPTH: 10.7 meters
 AI5735
 AI5735  HISTORY     - Date     Condition        Report By
 AI5735  HISTORY     - 1994     MONUMENTED       MNDT
 AI5735
 AI5735                          STATION DESCRIPTION
 AI5735
 AI5735'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5735'5.0 MI (8.0 KM) SSE OF DEERWOOD, 4.8 MI (7.7 KM) NORTH ALONG TH 6 FROM
 AI5735'JCT OF TH 6 AND TH 18 (ABOUT 4.5 MI (7.2 KM) NW OF GARRISON) , AT TH 6
 AI5735'MP 4.85, 72.4 FT (22.1 M) ESE OF TH 6, 0.2 MI (0.3 KM) NORTH OF CO RD
 AI5735'14, 5.3 FT (1.6 M) SSE OF P-POLE NO 25T, 166.9 FT (50.9 M) ESE OF TEL
 AI5735'CABLE PEDESTAL, 106.4 FT (32.4 M) NNE OF ENT, 1.8 FT (0.5 M) NNE OF
 AI5735'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5736 ***********************************************************************
 AI5736  DESIGNATION -  1801 F
 AI5736  PID         -  AI5736
 AI5736  STATE/COUNTY-  MN/CROW WING
 AI5736  COUNTRY     -  US
 AI5736  USGS QUAD   -  BAY LAKE (1973)
 AI5736
 AI5736                         *CURRENT SURVEY CONTROL
 AI5736  ______________________________________________________________________
 AI5736* NAD 83(1986) POSITION- 46 25 54.4    (N) 093 52 25.9    (W)   HD_HELD2  
 AI5736* NAVD 88 ORTHO HEIGHT -   398.880  (meters)    1308.66  (feet) ADJUSTED  
 AI5736  ______________________________________________________________________
 AI5736  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 AI5736  DYNAMIC HEIGHT  -        398.893 (meters)     1308.70  (feet) COMP
 AI5736  MODELED GRAVITY -    980,633.9   (mgal)                       NAVD 88
 AI5736
 AI5736  VERT ORDER      -  SECOND    CLASS I
 AI5736
 AI5736.The horizontal coordinates were established by autonomous hand held GPS
 AI5736.observations and have an estimated accuracy of +/- 10 meters.
 AI5736.
 AI5736.The orthometric height was determined by differential leveling and
 AI5736.adjusted in August 2006.
 AI5736
 AI5736.The dynamic height is computed by dividing the NAVD 88
 AI5736.geopotential number by the normal gravity value computed on the
 AI5736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5736.degrees latitude (g = 980.6199 gals.).
 AI5736
 AI5736.The modeled gravity was interpolated from observed gravity values.
 AI5736
 AI5736;                    North         East    Units  Estimated Accuracy
 AI5736;SPC MN C     -   259,206.      828,907.      MT  (+/- 10 meters HH2 GPS)
 AI5736
 AI5736                          SUPERSEDED SURVEY CONTROL
 AI5736
 AI5736  NAVD 88 (09/27/00)  398.880  (m)         1308.66   (f) SUPERSEDED  2 1
 AI5736
 AI5736.Superseded values are not recommended for survey control.
 AI5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5736.See file dsdata.txt to determine how the superseded data were derived.
 AI5736
 AI5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3286342393(NAD 83)
 AI5736
 AI5736_MARKER: DB = BENCH MARK DISK
 AI5736_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5736_STAMPING: 1801 F 1994
 AI5736_MARK LOGO: MNDT  
 AI5736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI5736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5736+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1999
 AI5736
 AI5736  HISTORY     - Date     Condition        Report By
 AI5736  HISTORY     - 1973     MONUMENTED       MNDT
 AI5736  HISTORY     - 19990616 GOOD             MNDT
 AI5736
 AI5736                          STATION DESCRIPTION
 AI5736
 AI5736'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5736'3.5 MI (5.6 KM) SSE OF DEERWOOD, 3.3 MI (5.3 KM) SOUTH ALONG TH 6 FROM
 AI5736'EAST JCT OF TH 6 AND TH 210 IN DEERWOOD, AT TH 6 MP 6.2, 74.5 FT (22.7
 AI5736'M) WEST OF TH 6, 33.0 FT (10.1 M) NW OF DRIVEWAY WITH FIRE NUMBER
 AI5736'D-874, 17.0 NORTH OF TEL CABLE PEDESTAL NO 4400-7, 65 FT (19.8 M) NNW
 AI5736'OF P-POLE, 298.6 FT (91.0 M) SOUTH OF Y-RD NE OF OLD TH 6, 1.0 FT (0.3
 AI5736'M) EAST OF R/W AND WIT POST, PROJECTS 0.8 FT (24.4 CM) ABOVE GROUND.
 AI5736'NOTE---BENCH MARK WAS NEVER STAMPED WHEN SET IN 1973, BUT WHEN THE
 AI5736'LEVELING WAS DONE IN 1994, IT WAS THEN STAMPED 1994.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5737 ***********************************************************************
 AI5737  DESIGNATION -  1801 G
 AI5737  PID         -  AI5737
 AI5737  STATE/COUNTY-  MN/CROW WING
 AI5737  COUNTRY     -  US
 AI5737  USGS QUAD   -  CROSBY (1973)
 AI5737
 AI5737                         *CURRENT SURVEY CONTROL
 AI5737  ______________________________________________________________________
 AI5737* NAD 83(1986) POSITION- 46 26 54.8    (N) 093 52 44.9    (W)   HD_HELD2  
 AI5737* NAVD 88 ORTHO HEIGHT -   380.714  (meters)    1249.06  (feet) ADJUSTED  
 AI5737  ______________________________________________________________________
 AI5737  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 AI5737  DYNAMIC HEIGHT  -        380.727 (meters)     1249.10  (feet) COMP
 AI5737  MODELED GRAVITY -    980,636.7   (mgal)                       NAVD 88
 AI5737
 AI5737  VERT ORDER      -  SECOND    CLASS I
 AI5737
 AI5737.The horizontal coordinates were established by autonomous hand held GPS
 AI5737.observations and have an estimated accuracy of +/- 10 meters.
 AI5737.
 AI5737.The orthometric height was determined by differential leveling and
 AI5737.adjusted in August 2006.
 AI5737
 AI5737.The dynamic height is computed by dividing the NAVD 88
 AI5737.geopotential number by the normal gravity value computed on the
 AI5737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5737.degrees latitude (g = 980.6199 gals.).
 AI5737
 AI5737.The modeled gravity was interpolated from observed gravity values.
 AI5737
 AI5737;                    North         East    Units  Estimated Accuracy
 AI5737;SPC MN C     -   261,069.      828,493.      MT  (+/- 10 meters HH2 GPS)
 AI5737
 AI5737                          SUPERSEDED SURVEY CONTROL
 AI5737
 AI5737  NAVD 88 (09/27/00)  380.714  (m)         1249.06   (f) SUPERSEDED  2 1
 AI5737
 AI5737.Superseded values are not recommended for survey control.
 AI5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5737.See file dsdata.txt to determine how the superseded data were derived.
 AI5737
 AI5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3247844262(NAD 83)
 AI5737
 AI5737_MARKER: DD = SURVEY DISK
 AI5737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5737_STAMPING: 1801 G 1994
 AI5737_MARK LOGO: MNDT  
 AI5737_PROJECTION: FLUSH
 AI5737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5737+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5737_ROD/PIPE-DEPTH: 13.7 meters
 AI5737
 AI5737  HISTORY     - Date     Condition        Report By
 AI5737  HISTORY     - 1994     MONUMENTED       MNDT
 AI5737
 AI5737                          STATION DESCRIPTION
 AI5737
 AI5737'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5737'2.0 MI (3.2 KM) SSE OF DEERWOOD, 2.1 MI (3.4 KM) SOUTH ALONG TH 6 FROM
 AI5737'EAST JCT OF TH 6 AND TH 210 IN DEERWOOD, AT TH 6 MP 7.45, 74.0 FT
 AI5737'(22.6 M) EAST OF TH 6, 55 FT (16.8 M) SOUTH OF CO RD 133, 4.5 FT (1.4
 AI5737'M) SOUTH OF P-POLE, 1.3 FT (0.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5738 ***********************************************************************
 AI5738  DESIGNATION -  1801 H
 AI5738  PID         -  AI5738
 AI5738  STATE/COUNTY-  MN/CROW WING
 AI5738  COUNTRY     -  US
 AI5738  USGS QUAD   -  CROSBY (1973)
 AI5738
 AI5738                         *CURRENT SURVEY CONTROL
 AI5738  ______________________________________________________________________
 AI5738* NAD 83(1986) POSITION- 46 27 31.6    (N) 093 53 00.6    (W)   HD_HELD2  
 AI5738* NAVD 88 ORTHO HEIGHT -   386.248  (meters)    1267.22  (feet) ADJUSTED  
 AI5738  ______________________________________________________________________
 AI5738  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 AI5738  DYNAMIC HEIGHT  -        386.261 (meters)     1267.26  (feet) COMP
 AI5738  MODELED GRAVITY -    980,638.4   (mgal)                       NAVD 88
 AI5738
 AI5738  VERT ORDER      -  SECOND    CLASS I
 AI5738
 AI5738.The horizontal coordinates were established by autonomous hand held GPS
 AI5738.observations and have an estimated accuracy of +/- 10 meters.
 AI5738.
 AI5738.The orthometric height was determined by differential leveling and
 AI5738.adjusted in August 2006.
 AI5738
 AI5738.The dynamic height is computed by dividing the NAVD 88
 AI5738.geopotential number by the normal gravity value computed on the
 AI5738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5738.degrees latitude (g = 980.6199 gals.).
 AI5738
 AI5738.The modeled gravity was interpolated from observed gravity values.
 AI5738
 AI5738;                    North         East    Units  Estimated Accuracy
 AI5738;SPC MN C     -   262,203.      828,153.      MT  (+/- 10 meters HH2 GPS)
 AI5738
 AI5738                          SUPERSEDED SURVEY CONTROL
 AI5738
 AI5738  NAVD 88 (09/27/00)  386.248  (m)         1267.22   (f) SUPERSEDED  2 1
 AI5738
 AI5738.Superseded values are not recommended for survey control.
 AI5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5738.See file dsdata.txt to determine how the superseded data were derived.
 AI5738
 AI5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3215645402(NAD 83)
 AI5738
 AI5738_MARKER: DD = SURVEY DISK
 AI5738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5738_STAMPING: 1801 H 1994
 AI5738_MARK LOGO: MNDT  
 AI5738_PROJECTION: FLUSH
 AI5738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5738+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AI5738_ROD/PIPE-DEPTH:  7.6 meters
 AI5738
 AI5738  HISTORY     - Date     Condition        Report By
 AI5738  HISTORY     - 1994     MONUMENTED       MNDT
 AI5738
 AI5738                          STATION DESCRIPTION
 AI5738
 AI5738'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5738'1.3 MI (2.1 KM) SSE OF DEERWOOD, 1.35 MI (2.17 KM) SOUTH ALONG TH 6
 AI5738'FROM EAST JCT OF TH 6 AND 210 IN DEERWOOD, AT TH 6 MP 8.2, 74.5 FT
 AI5738'(22.7 M) ENE OF TH 6, 28.0 FT (8.5 M) NORTH OF RD, 1.8 FT (0.5 M)
 AI5738'SOUTH OF P-POLE, 21.6 FT (6.6 M) SSE OF TEL CABLE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5739 ***********************************************************************
 AI5739  DESIGNATION -  1801 J
 AI5739  PID         -  AI5739
 AI5739  STATE/COUNTY-  MN/CROW WING
 AI5739  COUNTRY     -  US
 AI5739  USGS QUAD   -  CROSBY (1973)
 AI5739
 AI5739                         *CURRENT SURVEY CONTROL
 AI5739  ______________________________________________________________________
 AI5739* NAD 83(2007) POSITION- 46 28 04.86285(N) 093 53 12.78240(W)   ADJUSTED  
 AI5739* NAD 83(2007) ELLIP HT-   362.384 (meters)        (06/22/11)   ADJUSTED
 AI5739* NAD 83(2007) EPOCH   -  2002.00
 AI5739* NAVD 88 ORTHO HEIGHT -   390.047  (meters)    1279.68  (feet) ADJUSTED  
 AI5739  ______________________________________________________________________
 AI5739  NAD 83(2007) X  -   -298,330.180 (meters)                     COMP
 AI5739  NAD 83(2007) Y  - -4,390,877.298 (meters)                     COMP
 AI5739  NAD 83(2007) Z  -  4,601,495.163 (meters)                     COMP
 AI5739  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC09
 AI5739  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 AI5739  DYNAMIC HEIGHT  -        390.062 (meters)     1279.73  (feet) COMP
 AI5739  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 AI5739
 AI5739  HORZ ORDER      -  FIRST
 AI5739  VERT ORDER      -  SECOND    CLASS I
 AI5739  ELLP ORDER      -  THIRD     CLASS II
 AI5739
 AI5739.The horizontal coordinates were established by GPS observations
 AI5739.and adjusted by the National Geodetic Survey in June 2011.
 AI5739
 AI5739.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5739.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5739
 AI5739.The horizontal coordinates are valid at the epoch date displayed above
 AI5739.which is a decimal equivalence of Year/Month/Day.
 AI5739
 AI5739.The orthometric height was determined by differential leveling and
 AI5739.adjusted in August 2006.
 AI5739
 AI5739.Photographs are available for this station.
 AI5739
 AI5739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5739
 AI5739.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5739
 AI5739.The ellipsoidal height was determined by GPS observations
 AI5739.and is referenced to NAD 83.
 AI5739
 AI5739.The dynamic height is computed by dividing the NAVD 88
 AI5739.geopotential number by the normal gravity value computed on the
 AI5739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5739.degrees latitude (g = 980.6199 gals.).
 AI5739
 AI5739.The modeled gravity was interpolated from observed gravity values.
 AI5739
 AI5739. The following values were computed from the NAD 83(2007) position.
 AI5739
 AI5739;                    North         East     Units Scale Factor Converg.
 AI5739;SPC MN C     -   263,228.961   827,887.868   MT  0.99992471   +0 15 45.6
 AI5739;SPC MN C     -   863,610.35  2,716,162.11   sFT  0.99992471   +0 15 45.6
 AI5739;UTM  15      - 5,146,431.664   431,907.960   MT  0.99965699   -0 38 34.8
 AI5739
 AI5739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5739!SPC MN C     -   0.99994320  x   0.99992471  =   0.99986791
 AI5739!UTM  15      -   0.99994320  x   0.99965699  =   0.99960021
 AI5739
 AI5739                          SUPERSEDED SURVEY CONTROL
 AI5739
 AI5739  NAD 83(1996)-  46 28 04.86268(N)    093 53 12.78186(W) AD(       ) 1
 AI5739  ELLIP H (03/21/07)  362.413  (m)                       GP(       ) 3 2
 AI5739  NAVD 88 (03/21/07)  390.05   (m)         1279.7    (f) LEVELING    3  
 AI5739  NAVD 88 (09/27/00)  390.047  (m)         1279.68   (f) SUPERSEDED  2 1
 AI5739
 AI5739.Superseded values are not recommended for survey control.
 AI5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5739.See file dsdata.txt to determine how the superseded data were derived.
 AI5739
 AI5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3190746431(NAD 83)
 AI5739
 AI5739_MARKER: DD = SURVEY DISK
 AI5739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5739_STAMPING: 1801 J 1994
 AI5739_MARK LOGO: MNDT  
 AI5739_PROJECTION: FLUSH
 AI5739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5739+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 AI5739_ROD/PIPE-DEPTH:  5.5 meters
 AI5739
 AI5739  HISTORY     - Date     Condition        Report By
 AI5739  HISTORY     - 1994     MONUMENTED       MNDT
 AI5739  HISTORY     - 20050401 GOOD             MNDT
 AI5739  HISTORY     - 20051126 GOOD             USPSQD
 AI5739
 AI5739                          STATION DESCRIPTION
 AI5739
 AI5739'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5739'0.5 MI (0.8 KM) SE OF DEERWOOD, 0.65 MI (1.05 KM) SOUTH ALONG TH 6
 AI5739'FROM EAST JCT OF TH 6 AND TH 210 IN DEERWOOD, AT TH 6 MP 8.9, 79.6 FT
 AI5739'(24.3 M) ENE OF TH 6, 27.0 FT (8.2 M) SOUTH OF ANNE LK RD, 13.8 FT
 AI5739'(4.2 M) NNW OF TEL CABLE PEDESTAL, 2.1 FT (0.6 M) WEST OF P-POLE, 57.8
 AI5739'FT (17.6 M) SSE OF P-POLE, 1.8 FT (0.5 M) EAST OF WIT POST.
 AI5739
 AI5739                          STATION RECOVERY (2005)
 AI5739
 AI5739'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (FAB)
 AI5739'0.5 MILE SOUTHEAST OF DEERWOOD, 0.65 MILES SOUTH ALONG TRUNK HIGHWAY 6
 AI5739'FROM THE EAST JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN
 AI5739'DEERWOOD, AT TRUNK HIGHWAY 6 MILEPOINT 8.9, 79.6 FEET EAST-NORTHEAST
 AI5739'OF TRUNK HIGHWAY 6, 27 FEET SOUTH OF ANNE LAKE ROAD, 13.8 FEET
 AI5739'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL, 2.1 FEET WEST OF POWER
 AI5739'POLE, 57.8 FEET SOUTH-SOUTHEAST OF POWER POLE, 1.8 FEET EAST OF
 AI5739'WITNESS POST
 AI5739
 AI5739                          STATION RECOVERY (2005)
 AI5739
 AI5739'RECOVERY NOTE BY US POWER SQUADRON 2005 (TAG)
 AI5739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6954 ***********************************************************************
 AH6954  DESIGNATION -  1802 A
 AH6954  PID         -  AH6954
 AH6954  STATE/COUNTY-  MN/CROW WING
 AH6954  COUNTRY     -  US
 AH6954  USGS QUAD   -  EMILY (1994)
 AH6954
 AH6954                         *CURRENT SURVEY CONTROL
 AH6954  ______________________________________________________________________
 AH6954* NAD 83(1986) POSITION- 46 37 48.     (N) 093 56 52.     (W)   SCALED    
 AH6954* NAVD 88 ORTHO HEIGHT -   381.485  (meters)    1251.59  (feet) ADJUSTED  
 AH6954  ______________________________________________________________________
 AH6954  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 AH6954  DYNAMIC HEIGHT  -        381.502 (meters)     1251.64  (feet) COMP
 AH6954  MODELED GRAVITY -    980,645.9   (mgal)                       NAVD 88
 AH6954
 AH6954  VERT ORDER      -  SECOND    CLASS I
 AH6954
 AH6954.The horizontal coordinates were scaled from a topographic map and have
 AH6954.an estimated accuracy of +/- 6 seconds.
 AH6954.
 AH6954.The orthometric height was determined by differential leveling and
 AH6954.adjusted in August 2006.
 AH6954
 AH6954.The dynamic height is computed by dividing the NAVD 88
 AH6954.geopotential number by the normal gravity value computed on the
 AH6954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6954.degrees latitude (g = 980.6199 gals.).
 AH6954
 AH6954.The modeled gravity was interpolated from observed gravity values.
 AH6954
 AH6954;                    North         East    Units  Estimated Accuracy
 AH6954;SPC MN C     -   281,210.      823,140.      MT  (+/- 180 meters Scaled)
 AH6954
 AH6954                          SUPERSEDED SURVEY CONTROL
 AH6954
 AH6954  NAVD 88 (09/27/00)  381.486  (m)         1251.59   (f) SUPERSEDED  2 1
 AH6954
 AH6954.Superseded values are not recommended for survey control.
 AH6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6954.See file dsdata.txt to determine how the superseded data were derived.
 AH6954
 AH6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM274644(NAD 83)
 AH6954
 AH6954_MARKER: DB = BENCH MARK DISK
 AH6954_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6954_STAMPING: 1802 A 1971
 AH6954_MARK LOGO: MNDT  
 AH6954_PROJECTION: FLUSH
 AH6954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6954+STABILITY: SURFACE MOTION
 AH6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6954+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1994
 AH6954
 AH6954  HISTORY     - Date     Condition        Report By
 AH6954  HISTORY     - 1971     MONUMENTED       MNDT
 AH6954  HISTORY     - 19940912 GOOD             MNDT
 AH6954
 AH6954                          STATION DESCRIPTION
 AH6954
 AH6954'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6954'MARK IS 10.75 MI (17.30 KM) NORTH OF CROSBY, 10.7 MI (17.2 KM) NORTH
 AH6954'ALONG TH 6 FROM THE JCT OF TH 6 AND TH 210, AT TH 6 MP 24.45, 99.2 FT
 AH6954'(30.2 M) EAST OF TH 6, 148 FT (45.1 M) NORTH OF TWP NO 35 RD, AND 25.2
 AH6954'FT (7.7 M) NE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6955 ***********************************************************************
 AH6955  DESIGNATION -  1802 B
 AH6955  PID         -  AH6955
 AH6955  STATE/COUNTY-  MN/CROW WING
 AH6955  COUNTRY     -  US
 AH6955  USGS QUAD   -  EMILY (1994)
 AH6955
 AH6955                         *CURRENT SURVEY CONTROL
 AH6955  ______________________________________________________________________
 AH6955* NAD 83(1986) POSITION- 46 38 54.     (N) 093 57 13.     (W)   SCALED    
 AH6955* NAVD 88 ORTHO HEIGHT -   370.669  (meters)    1216.10  (feet) ADJUSTED  
 AH6955  ______________________________________________________________________
 AH6955  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 AH6955  DYNAMIC HEIGHT  -        370.686 (meters)     1216.16  (feet) COMP
 AH6955  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 AH6955
 AH6955  VERT ORDER      -  SECOND    CLASS I
 AH6955
 AH6955.The horizontal coordinates were scaled from a topographic map and have
 AH6955.an estimated accuracy of +/- 6 seconds.
 AH6955.
 AH6955.The orthometric height was determined by differential leveling and
 AH6955.adjusted in August 2006.
 AH6955
 AH6955.The dynamic height is computed by dividing the NAVD 88
 AH6955.geopotential number by the normal gravity value computed on the
 AH6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6955.degrees latitude (g = 980.6199 gals.).
 AH6955
 AH6955.The modeled gravity was interpolated from observed gravity values.
 AH6955
 AH6955;                    North         East    Units  Estimated Accuracy
 AH6955;SPC MN C     -   283,250.      822,690.      MT  (+/- 180 meters Scaled)
 AH6955
 AH6955                          SUPERSEDED SURVEY CONTROL
 AH6955
 AH6955  NAVD 88 (09/27/00)  370.670  (m)         1216.11   (f) SUPERSEDED  2 1
 AH6955
 AH6955.Superseded values are not recommended for survey control.
 AH6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6955.See file dsdata.txt to determine how the superseded data were derived.
 AH6955
 AH6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM270665(NAD 83)
 AH6955
 AH6955_MARKER: DB = BENCH MARK DISK
 AH6955_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6955_STAMPING: 1802 B 1971
 AH6955_MARK LOGO: MNDT  
 AH6955_PROJECTION: FLUSH
 AH6955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6955+STABILITY: SURFACE MOTION
 AH6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6955+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1994
 AH6955
 AH6955  HISTORY     - Date     Condition        Report By
 AH6955  HISTORY     - 1971     MONUMENTED       MNDT
 AH6955  HISTORY     - 19940920 GOOD             MNDT
 AH6955
 AH6955                          STATION DESCRIPTION
 AH6955
 AH6955'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6955'12 MI (19.3 KM) NORTH OF CROSBY, 11.9 MI (19.2 KM) NORTH ALONG TH 6
 AH6955'FROM JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 25.65, 99 FT (30.2
 AH6955'M) ENE OF TH 6, 170 FT (51.8 M) NORTH OF A FIELD ENT THAT CONNECTS TO
 AH6955'OLD TH 6, AND 0.70 FT (21.34 CM) WSW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6956 ***********************************************************************
 AH6956  DESIGNATION -  1802 C
 AH6956  PID         -  AH6956
 AH6956  STATE/COUNTY-  MN/CROW WING
 AH6956  COUNTRY     -  US
 AH6956  USGS QUAD   -  EMILY (1994)
 AH6956
 AH6956                         *CURRENT SURVEY CONTROL
 AH6956  ______________________________________________________________________
 AH6956* NAD 83(1986) POSITION- 46 39 41.1    (N) 093 57 16.1    (W)   HD_HELD2  
 AH6956* NAVD 88 ORTHO HEIGHT -   374.548  (meters)    1228.83  (feet) ADJUSTED  
 AH6956  ______________________________________________________________________
 AH6956  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 AH6956  DYNAMIC HEIGHT  -        374.565 (meters)     1228.89  (feet) COMP
 AH6956  MODELED GRAVITY -    980,650.5   (mgal)                       NAVD 88
 AH6956
 AH6956  VERT ORDER      -  SECOND    CLASS I
 AH6956
 AH6956.The horizontal coordinates were established by autonomous hand held GPS
 AH6956.observations and have an estimated accuracy of +/- 10 meters.
 AH6956.
 AH6956.The orthometric height was determined by differential leveling and
 AH6956.adjusted in August 2006.
 AH6956
 AH6956.Photographs are available for this station.
 AH6956
 AH6956.The dynamic height is computed by dividing the NAVD 88
 AH6956.geopotential number by the normal gravity value computed on the
 AH6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6956.degrees latitude (g = 980.6199 gals.).
 AH6956
 AH6956.The modeled gravity was interpolated from observed gravity values.
 AH6956
 AH6956;                    North         East    Units  Estimated Accuracy
 AH6956;SPC MN C     -   284,704.      822,617.      MT  (+/- 10 meters HH2 GPS)
 AH6956
 AH6956                          SUPERSEDED SURVEY CONTROL
 AH6956
 AH6956  NAVD 88 (09/27/00)  374.548  (m)         1228.83   (f) SUPERSEDED  2 1
 AH6956
 AH6956.Superseded values are not recommended for survey control.
 AH6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6956.See file dsdata.txt to determine how the superseded data were derived.
 AH6956
 AH6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2697867982(NAD 83)
 AH6956
 AH6956_MARKER: DB = BENCH MARK DISK
 AH6956_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6956_STAMPING: 1802 C 1971
 AH6956_MARK LOGO: MNHD  
 AH6956_PROJECTION: FLUSH
 AH6956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6956+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 AH6956
 AH6956  HISTORY     - Date     Condition        Report By
 AH6956  HISTORY     - 1971     MONUMENTED       MNHD
 AH6956  HISTORY     - 19940804 GOOD             MNDT
 AH6956  HISTORY     - 20041116 GOOD             MNDT
 AH6956  HISTORY     - 20041116 GOOD             MNDT
 AH6956  HISTORY     - 20101201 GOOD             INDIV
 AH6956
 AH6956                          STATION DESCRIPTION
 AH6956
 AH6956'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6956'MARK IS 13 MI (20.9 KM) NORTH OF CROSBY, 13.05 MI (21.00 KM) NORTH
 AH6956'ALONG TH 6 FROM THE JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 26.8,
 AH6956'97 FT (29.6 M) WNW OF TH 6, 375 FT (114.3 M) SOUTH OF CO RD 36, 50.2
 AH6956'FT (15.3 M) SOUTH OF A 5 FT (1.5 M) BY 6 FT (1.8 M) ROCK, 3.5 FT (1.1
 AH6956'M) ESE OF A N-S FENCELINE, AND 0.70 FT (21.34 CM) ESE OF WIT POST.
 AH6956
 AH6956                          STATION RECOVERY (2004)
 AH6956
 AH6956'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6956'13.0 MILES NORTH OF CROSBY, AT JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY
 AH6956'ROAD 36, 96.8 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 6, AT TRUNK HIGHWAY
 AH6956'6 MILEPOINT 26.80, 375 FEET SOUTH OF COUNTY ROAD 36, 50.2 FEET SOUTH
 AH6956'OF 5 FEET BY 6 FEET ROCK, 3.5 FEET EAST-SOUTHEAST OF NORTH-SOUTH
 AH6956'FENCELINE, 0.7 FEET EAST-SOUTHEAST OF WITNESS POST
 AH6956
 AH6956                          STATION RECOVERY (2004)
 AH6956
 AH6956'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6956'13.0 MILES NORTH OF CROSBY, AT JUNCTION OF TRUNK HIGHWAY 6 AND COUNTY
 AH6956'ROAD 36, 96.8 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 6, AT TRUNK HIGHWAY
 AH6956'6 MILEPOINT 26.80, 375 FEET SOUTH OF COUNTY ROAD 36, 50.2 FEET SOUTH
 AH6956'OF 5 FEET BY 6 FEET ROCK, 3.5 FEET EAST-SOUTHEAST OF NORTH-SOUTH
 AH6956'FENCELINE, 0.7 FEET EAST-SOUTHEAST OF WITNESS POST
 AH6956
 AH6956                          STATION RECOVERY (2010)
 AH6956
 AH6956'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AH6956'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB5799 ***********************************************************************
 AB5799  DESIGNATION -  1802 C 1
 AB5799  PID         -  AB5799
 AB5799  STATE/COUNTY-  MN/CROW WING
 AB5799  COUNTRY     -  US
 AB5799  USGS QUAD   -  CROSS LAKE (1994)
 AB5799
 AB5799                         *CURRENT SURVEY CONTROL
 AB5799  ______________________________________________________________________
 AB5799* NAD 83(2007) POSITION- 46 40 04.23902(N) 094 06 43.19565(W)   ADJUSTED  
 AB5799* NAD 83(2007) ELLIP HT-   346.766 (meters)        (02/10/07)   ADJUSTED
 AB5799* NAD 83(2007) EPOCH   -  2002.00
 AB5799* NAVD 88 ORTHO HEIGHT -   374.7    (meters)    1229.    (feet) GPS OBS   
 AB5799  ______________________________________________________________________
 AB5799  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5799  GEOID HEIGHT    -        -27.33  (meters)                     GEOID93
 AB5799  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 AB5799  NAD 83(2007) X  -   -314,422.035 (meters)                     COMP
 AB5799  NAD 83(2007) Y  - -4,373,570.183 (meters)                     COMP
 AB5799  NAD 83(2007) Z  -  4,616,756.120 (meters)                     COMP
 AB5799  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC09
 AB5799
 AB5799  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB5799  Type                                         Horiz  Ellip  Dist(km)
 AB5799  -------------------------------------------------------------------
 AB5799  NETWORK                                       0.58   0.67
 AB5799  -------------------------------------------------------------------
 AB5799  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.48   0.51      5.33
 AB5799  -------------------------------------------------------------------
 AB5799  NOTE: Click here for information on individual local accuracy
 AB5799  values and other accuracy information.
 AB5799
 AB5799
 AB5799.The horizontal coordinates were established by GPS observations
 AB5799.and adjusted by the National Geodetic Survey in February 2007.
 AB5799
 AB5799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB5799.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB5799
 AB5799.The horizontal coordinates are valid at the epoch date displayed above
 AB5799.which is a decimal equivalence of Year/Month/Day.
 AB5799
 AB5799.The orthometric height was determined by GPS observations and a
 AB5799.high-resolution geoid model.
 AB5799
 AB5799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5799
 AB5799.The Laplace correction was computed from DEFLEC09 derived deflections.
 AB5799
 AB5799.The ellipsoidal height was determined by GPS observations
 AB5799.and is referenced to NAD 83.
 AB5799
 AB5799. The following values were computed from the NAD 83(2007) position.
 AB5799
 AB5799;                    North         East     Units Scale Factor Converg.
 AB5799;SPC MN C     -   285,385.915   810,560.037   MT  0.99993888   +0 05 59.4
 AB5799;SPC MN C     -   936,303.62  2,659,312.39   sFT  0.99993888   +0 05 59.4
 AB5799;UTM  15      - 5,168,854.371   414,937.465   MT  0.99968894   -0 48 32.0
 AB5799
 AB5799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5799!SPC MN C     -   0.99994565  x   0.99993888  =   0.99988453
 AB5799!UTM  15      -   0.99994565  x   0.99968894  =   0.99963460
 AB5799
 AB5799|---------------------------------------------------------------------|
 AB5799| PID    Reference Object                     Distance      Geod. Az  |
 AB5799|                                                           dddmmss.s |
 AB5799| RO0011 L 39                                158.323 METERS 34235     |
 AB5799|---------------------------------------------------------------------|
 AB5799
 AB5799                          SUPERSEDED SURVEY CONTROL
 AB5799
 AB5799  NAD 83(1996)-  46 40 04.23896(N)    094 06 43.19518(W) AD(       ) 1
 AB5799  ELLIP H (03/16/99)  346.783  (m)                       GP(       ) 4 1
 AB5799  NAD 83(1986)-  46 40 04.23384(N)    094 06 43.18524(W) AD(       ) 1
 AB5799
 AB5799.Superseded values are not recommended for survey control.
 AB5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5799.See file dsdata.txt to determine how the superseded data were derived.
 AB5799
 AB5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1493768854(NAD 83)
 AB5799
 AB5799_MARKER: DV = VERTICAL CONTROL DISK
 AB5799_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB5799_SP_SET: BRIDGE ABUTMENT
 AB5799_STAMPING: MN035 1802 C 1 1993
 AB5799_MARK LOGO: MNDT  
 AB5799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5799+STABILITY: SURFACE MOTION
 AB5799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5799+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 AB5799
 AB5799  HISTORY     - Date     Condition        Report By
 AB5799  HISTORY     - 1985     MONUMENTED       MNDT
 AB5799  HISTORY     - 19930820 GOOD             MNDT
 AB5799  HISTORY     - 20101201 GOOD             INDIV
 AB5799
 AB5799                          STATION DESCRIPTION
 AB5799
 AB5799'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AB5799'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN
 AB5799'CROSS LAKE, 0.3 MI (0.5 KM) SW ALONG CO RD 3 FROM THE JCT OF CO RD 3
 AB5799'AND CO RD 6, IN THE ABUT OF THE SE COR OF BRDG NO 18517 OVER PINE
 AB5799'RIVER, AND 24 FT (7.3 M) SE OF CO RD 3.
 AB5799
 AB5799                          STATION RECOVERY (2010)
 AB5799
 AB5799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AB5799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6957 ***********************************************************************
 AH6957  DESIGNATION -  1802 D
 AH6957  PID         -  AH6957
 AH6957  STATE/COUNTY-  MN/CROW WING
 AH6957  COUNTRY     -  US
 AH6957  USGS QUAD   -  EMILY (1994)
 AH6957
 AH6957                         *CURRENT SURVEY CONTROL
 AH6957  ______________________________________________________________________
 AH6957* NAD 83(1986) POSITION- 46 40 30.0    (N) 093 57 09.7    (W)   HD_HELD2  
 AH6957* NAVD 88 ORTHO HEIGHT -   382.170  (meters)    1253.84  (feet) ADJUSTED  
 AH6957  ______________________________________________________________________
 AH6957  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 AH6957  DYNAMIC HEIGHT  -        382.189 (meters)     1253.90  (feet) COMP
 AH6957  MODELED GRAVITY -    980,652.4   (mgal)                       NAVD 88
 AH6957
 AH6957  VERT ORDER      -  SECOND    CLASS I
 AH6957
 AH6957.The horizontal coordinates were established by autonomous hand held GPS
 AH6957.observations and have an estimated accuracy of +/- 10 meters.
 AH6957.
 AH6957.The orthometric height was determined by differential leveling and
 AH6957.adjusted in August 2006.
 AH6957
 AH6957.Photographs are available for this station.
 AH6957
 AH6957.The dynamic height is computed by dividing the NAVD 88
 AH6957.geopotential number by the normal gravity value computed on the
 AH6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6957.degrees latitude (g = 980.6199 gals.).
 AH6957
 AH6957.The modeled gravity was interpolated from observed gravity values.
 AH6957
 AH6957;                    North         East    Units  Estimated Accuracy
 AH6957;SPC MN C     -   286,215.      822,747.      MT  (+/- 10 meters HH2 GPS)
 AH6957
 AH6957                          SUPERSEDED SURVEY CONTROL
 AH6957
 AH6957  NAVD 88 (09/27/00)  382.171  (m)         1253.84   (f) SUPERSEDED  2 1
 AH6957
 AH6957.Superseded values are not recommended for survey control.
 AH6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6957.See file dsdata.txt to determine how the superseded data were derived.
 AH6957
 AH6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2713369489(NAD 83)
 AH6957
 AH6957_MARKER: DB = BENCH MARK DISK
 AH6957_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6957_STAMPING: 1802 D 1971
 AH6957_MARK LOGO: MNDT  
 AH6957_PROJECTION: FLUSH
 AH6957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6957+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AH6957
 AH6957  HISTORY     - Date     Condition        Report By
 AH6957  HISTORY     - 1971     MONUMENTED       MNDT
 AH6957  HISTORY     - 19940913 GOOD             MNDT
 AH6957  HISTORY     - 20041116 GOOD             MNDT
 AH6957
 AH6957                          STATION DESCRIPTION
 AH6957
 AH6957'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6957'MARK IS 4.5 MI (7.2 KM) SOUTH OF EMILY, 4.35 MI (7.00 KM) SOUTH ALONG
 AH6957'TH 6 FROM THE JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 27.8, 98 FT
 AH6957'(29.9 M) WEST OF TH 6, 723 FT (220.4 M) NORTH OF THE SOUTH LINE OF SEC
 AH6957'15, AND 192 FT (58.5 M) NORTH OF EXTENDED DRIVE TO SOUTH (FIRE NO
 AH6957'S1444) .
 AH6957
 AH6957                          STATION RECOVERY (2004)
 AH6957
 AH6957'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6957'4.5 MI (7.2 KM) SOUTH OF EMILY ON TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6957'TRUNK HIGHWAY 6 AND COUNTY ROAD 1 IN EMILY,
 AH6957' 
 AH6957'98 FT (29.9 M) WEST OF TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILEPOST
 AH6957'27.80, 723 FT (220.4 M) NORTH OF SOUTH LINE OF SECTION 15, 192 FT
 AH6957'(58.5 M) NORTH OF DRIVE SOUTH AT FIRE NUMBER S1444 EXTENDED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6959 ***********************************************************************
 AH6959  DESIGNATION -  1802 F
 AH6959  PID         -  AH6959
 AH6959  STATE/COUNTY-  MN/CROW WING
 AH6959  COUNTRY     -  US
 AH6959  USGS QUAD   -  EMILY (1994)
 AH6959
 AH6959                         *CURRENT SURVEY CONTROL
 AH6959  ______________________________________________________________________
 AH6959* NAD 83(1986) POSITION- 46 42 18.2    (N) 093 57 21.8    (W)   HD_HELD1  
 AH6959* NAVD 88 ORTHO HEIGHT -   389.691  (meters)    1278.51  (feet) ADJUSTED  
 AH6959  ______________________________________________________________________
 AH6959  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 AH6959  DYNAMIC HEIGHT  -        389.711 (meters)     1278.58  (feet) COMP
 AH6959  MODELED GRAVITY -    980,655.7   (mgal)                       NAVD 88
 AH6959
 AH6959  VERT ORDER      -  SECOND    CLASS I
 AH6959
 AH6959.The horizontal coordinates were established by differentially corrected
 AH6959.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH6959.
 AH6959.The orthometric height was determined by differential leveling and
 AH6959.adjusted in August 2006.
 AH6959
 AH6959.Photographs are available for this station.
 AH6959
 AH6959.The dynamic height is computed by dividing the NAVD 88
 AH6959.geopotential number by the normal gravity value computed on the
 AH6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6959.degrees latitude (g = 980.6199 gals.).
 AH6959
 AH6959.The modeled gravity was interpolated from observed gravity values.
 AH6959
 AH6959;                    North         East    Units  Estimated Accuracy
 AH6959;SPC MN C     -   289,554.8     822,477.6     MT  (+/- 3 meters HH1 GPS) 
 AH6959
 AH6959                          SUPERSEDED SURVEY CONTROL
 AH6959
 AH6959  NAVD 88 (09/27/00)  389.691  (m)         1278.51   (f) SUPERSEDED  2 1
 AH6959
 AH6959.Superseded values are not recommended for survey control.
 AH6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6959.See file dsdata.txt to determine how the superseded data were derived.
 AH6959
 AH6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2691672832(NAD 83)
 AH6959
 AH6959_MARKER: DB = BENCH MARK DISK
 AH6959_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6959_STAMPING: 1802 F 1971
 AH6959_MARK LOGO: MNHD  
 AH6959_PROJECTION: FLUSH
 AH6959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH6959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6959+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 AH6959
 AH6959  HISTORY     - Date     Condition        Report By
 AH6959  HISTORY     - 1971     MONUMENTED       MNHD
 AH6959  HISTORY     - 19940804 GOOD             MNDT
 AH6959  HISTORY     - 20041116 GOOD             MNDT
 AH6959  HISTORY     - 20041116 GOOD             MNDT
 AH6959
 AH6959                          STATION DESCRIPTION
 AH6959
 AH6959'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6959'MARK IS 1.8 MI (2.9 KM) SOUTH OF EMILY, 1.85 MI (2.98 KM) SOUTH ALONG
 AH6959'TH 6 FROM THE JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 29.9, 91.5
 AH6959'FT (27.9 M) WEST OF TH 6, 1045 FT (318.5 M) NORTH OF TWP RD EAST AND
 AH6959'OLD CONNECTION TO TH 6, 88 FT (26.8 M) NORTH AN ENT, AND 1.5 FT (0.5
 AH6959'M) SE OF A WIT POST.  THE MARK IS GPSABLE IF YOU USE AN 8 FT (2.4 M)
 AH6959'PICKET ON TRI-POD.
 AH6959
 AH6959                          STATION RECOVERY (2004)
 AH6959
 AH6959'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6959'1.85 MILES SOUTH OF EMILY ALONG TRUNK HIGHWAY 6 FROM JUNCTION WITH
 AH6959'COUNTY ROAD 1, AT TRUNK HIGHWAY 6 MILEPOINT 29.9, 91.4 FEET WEST OF
 AH6959'TRUNK HIGHWAY 6, 1045 FEET NORTH OF TOWNSHIP ROAD EAST AND OLD TRUNK
 AH6959'HIGHWAY 6 CONNECTION WEST, 88 FEET NORTH OF ENTRANCE, 2 FEET EAST OF
 AH6959'WITNESS POST
 AH6959
 AH6959                          STATION RECOVERY (2004)
 AH6959
 AH6959'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6959'1.85 MILES SOUTH OF EMILY ALONG TRUNK HIGHWAY 6 FROM JUNCTION WITH
 AH6959'COUNTY ROAD 1, AT TRUNK HIGHWAY 6 MILEPOINT 29.9, 91.4 FEET WEST OF
 AH6959'TRUNK HIGHWAY 6, 1045 FEET NORTH OF TOWNSHIP ROAD EAST AND OLD TRUNK
 AH6959'HIGHWAY 6 CONNECTION WEST, 88 FEET NORTH OF ENTRANCE, 2 FEET EAST OF
 AH6959'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6960 ***********************************************************************
 AH6960  DESIGNATION -  1802 G
 AH6960  PID         -  AH6960
 AH6960  STATE/COUNTY-  MN/CROW WING
 AH6960  COUNTRY     -  US
 AH6960  USGS QUAD   -  EMILY (1994)
 AH6960
 AH6960                         *CURRENT SURVEY CONTROL
 AH6960  ______________________________________________________________________
 AH6960* NAD 83(1986) POSITION- 46 42 50.     (N) 093 57 25.     (W)   SCALED    
 AH6960* NAVD 88 ORTHO HEIGHT -   385.206  (meters)    1263.80  (feet) ADJUSTED  
 AH6960  ______________________________________________________________________
 AH6960  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 AH6960  DYNAMIC HEIGHT  -        385.227 (meters)     1263.87  (feet) COMP
 AH6960  MODELED GRAVITY -    980,656.9   (mgal)                       NAVD 88
 AH6960
 AH6960  VERT ORDER      -  SECOND    CLASS I
 AH6960
 AH6960.The horizontal coordinates were scaled from a topographic map and have
 AH6960.an estimated accuracy of +/- 6 seconds.
 AH6960.
 AH6960.The orthometric height was determined by differential leveling and
 AH6960.adjusted in August 2006.
 AH6960
 AH6960.The dynamic height is computed by dividing the NAVD 88
 AH6960.geopotential number by the normal gravity value computed on the
 AH6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6960.degrees latitude (g = 980.6199 gals.).
 AH6960
 AH6960.The modeled gravity was interpolated from observed gravity values.
 AH6960
 AH6960;                    North         East    Units  Estimated Accuracy
 AH6960;SPC MN C     -   290,540.      822,410.      MT  (+/- 180 meters Scaled)
 AH6960
 AH6960                          SUPERSEDED SURVEY CONTROL
 AH6960
 AH6960  NAVD 88 (09/27/00)  385.207  (m)         1263.80   (f) SUPERSEDED  2 1
 AH6960
 AH6960.Superseded values are not recommended for survey control.
 AH6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6960.See file dsdata.txt to determine how the superseded data were derived.
 AH6960
 AH6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM268738(NAD 83)
 AH6960
 AH6960_MARKER: DB = BENCH MARK DISK
 AH6960_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH6960_STAMPING: 1802 G 1971
 AH6960_MARK LOGO: MNDT  
 AH6960_PROJECTION: FLUSH
 AH6960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH6960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6960+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1994
 AH6960
 AH6960  HISTORY     - Date     Condition        Report By
 AH6960  HISTORY     - 1971     MONUMENTED       MNDT
 AH6960  HISTORY     - 19940804 GOOD             MNDT
 AH6960
 AH6960                          STATION DESCRIPTION
 AH6960
 AH6960'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6960'MARK IS 1.25 MI (2.01 KM) SOUTH OF EMILY 1.3 MI (2.1 KM) SOUTH ALONG
 AH6960'TH 6 FROM THE JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 30.45, 94
 AH6960'FT (28.7 M) WNW OF TH 6, 1233 FT (375.8 M) NORTH OF TWP RD TO THE
 AH6960'EAST, 57 FT (17.4 M) SSW OF AN ENT, AND 1.1 FT (0.3 M) ESE OF A WIT
 AH6960'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6945 ***********************************************************************
 AH6945  DESIGNATION -  1802 J
 AH6945  PID         -  AH6945
 AH6945  STATE/COUNTY-  MN/CROW WING
 AH6945  COUNTRY     -  US
 AH6945  USGS QUAD   -  CUYUNA (1973)
 AH6945
 AH6945                         *CURRENT SURVEY CONTROL
 AH6945  ______________________________________________________________________
 AH6945* NAD 83(1986) POSITION- 46 30 34.     (N) 093 57 38.     (W)   SCALED    
 AH6945* NAVD 88 ORTHO HEIGHT -   370.818  (meters)    1216.59  (feet) ADJUSTED  
 AH6945  ______________________________________________________________________
 AH6945  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 AH6945  DYNAMIC HEIGHT  -        370.835 (meters)     1216.65  (feet) COMP
 AH6945  MODELED GRAVITY -    980,648.2   (mgal)                       NAVD 88
 AH6945
 AH6945  VERT ORDER      -  SECOND    CLASS I
 AH6945
 AH6945.The horizontal coordinates were scaled from a topographic map and have
 AH6945.an estimated accuracy of +/- 6 seconds.
 AH6945.
 AH6945.The orthometric height was determined by differential leveling and
 AH6945.adjusted in August 2006.
 AH6945
 AH6945.The dynamic height is computed by dividing the NAVD 88
 AH6945.geopotential number by the normal gravity value computed on the
 AH6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6945.degrees latitude (g = 980.6199 gals.).
 AH6945
 AH6945.The modeled gravity was interpolated from observed gravity values.
 AH6945
 AH6945;                    North         East    Units  Estimated Accuracy
 AH6945;SPC MN C     -   267,810.      822,210.      MT  (+/- 180 meters Scaled)
 AH6945
 AH6945                          SUPERSEDED SURVEY CONTROL
 AH6945
 AH6945  NAVD 88 (09/27/00)  370.818  (m)         1216.59   (f) SUPERSEDED  2 1
 AH6945
 AH6945.Superseded values are not recommended for survey control.
 AH6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6945.See file dsdata.txt to determine how the superseded data were derived.
 AH6945
 AH6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM263511(NAD 83)
 AH6945
 AH6945_MARKER: DD = SURVEY DISK
 AH6945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6945_STAMPING: 1802 J 1994
 AH6945_MARK LOGO: MNDT  
 AH6945_PROJECTION: FLUSH
 AH6945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6945+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6945_ROD/PIPE-DEPTH: 18.3 meters
 AH6945
 AH6945  HISTORY     - Date     Condition        Report By
 AH6945  HISTORY     - 1994     MONUMENTED       MNDT
 AH6945
 AH6945                          STATION DESCRIPTION
 AH6945
 AH6945'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6945'2 MI (3.2 KM) NORTH OF CROSBY, 1.9 MI (3.1 KM) NORTH ALONG TH 6 FROM
 AH6945'THE JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 15.7, 71.8 FT (21.9
 AH6945'M) WEST OF TH 6, 94.0 FT (28.7 M) SOUTH OF A DRIVE, 2.8 FT (0.9 M)
 AH6945'NORTH OF A P-POLE, AND 1.3 FT (0.4 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6946 ***********************************************************************
 AH6946  DESIGNATION -  1802 K
 AH6946  PID         -  AH6946
 AH6946  STATE/COUNTY-  MN/CROW WING
 AH6946  COUNTRY     -  US
 AH6946  USGS QUAD   -  CUYUNA (1973)
 AH6946
 AH6946                         *CURRENT SURVEY CONTROL
 AH6946  ______________________________________________________________________
 AH6946* NAD 83(1986) POSITION- 46 31 32.     (N) 093 57 09.     (W)   SCALED    
 AH6946* NAVD 88 ORTHO HEIGHT -   372.581  (meters)    1222.38  (feet) ADJUSTED  
 AH6946  ______________________________________________________________________
 AH6946  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 AH6946  DYNAMIC HEIGHT  -        372.599 (meters)     1222.44  (feet) COMP
 AH6946  MODELED GRAVITY -    980,650.5   (mgal)                       NAVD 88
 AH6946
 AH6946  VERT ORDER      -  SECOND    CLASS I
 AH6946
 AH6946.The horizontal coordinates were scaled from a topographic map and have
 AH6946.an estimated accuracy of +/- 6 seconds.
 AH6946.
 AH6946.The orthometric height was determined by differential leveling and
 AH6946.adjusted in August 2006.
 AH6946
 AH6946.The dynamic height is computed by dividing the NAVD 88
 AH6946.geopotential number by the normal gravity value computed on the
 AH6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6946.degrees latitude (g = 980.6199 gals.).
 AH6946
 AH6946.The modeled gravity was interpolated from observed gravity values.
 AH6946
 AH6946;                    North         East    Units  Estimated Accuracy
 AH6946;SPC MN C     -   269,600.      822,820.      MT  (+/- 180 meters Scaled)
 AH6946
 AH6946                          SUPERSEDED SURVEY CONTROL
 AH6946
 AH6946  NAVD 88 (09/27/00)  372.582  (m)         1222.38   (f) SUPERSEDED  2 1
 AH6946
 AH6946.Superseded values are not recommended for survey control.
 AH6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6946.See file dsdata.txt to determine how the superseded data were derived.
 AH6946
 AH6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM269528(NAD 83)
 AH6946
 AH6946_MARKER: DD = SURVEY DISK
 AH6946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6946_STAMPING: 1802 K 1994
 AH6946_MARK LOGO: MNDT  
 AH6946_PROJECTION: RECESSED 8 CENTIMETERS
 AH6946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6946+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6946_ROD/PIPE-DEPTH: 32.0 meters
 AH6946
 AH6946  HISTORY     - Date     Condition        Report By
 AH6946  HISTORY     - 1994     MONUMENTED       MNDT
 AH6946
 AH6946                          STATION DESCRIPTION
 AH6946
 AH6946'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6946'3 MI (4.8 KM) NORTH OF CROSBY, 3.15 MI (5.07 KM) NORTH ALONG TH 6 FROM
 AH6946'THE JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 16.95, 87.9 FT (26.8
 AH6946'M) ESE OF TH 6, 2.0 FT (0.6 M) NNE OF A STEEL POST, AND 1.5 FT (0.5 M)
 AH6946'SSW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6947 ***********************************************************************
 AH6947  DESIGNATION -  1802 L
 AH6947  PID         -  AH6947
 AH6947  STATE/COUNTY-  MN/CROW WING
 AH6947  COUNTRY     -  US
 AH6947  USGS QUAD   -  CUYUNA (1973)
 AH6947
 AH6947                         *CURRENT SURVEY CONTROL
 AH6947  ______________________________________________________________________
 AH6947* NAD 83(1986) POSITION- 46 32 18.     (N) 093 56 59.     (W)   SCALED    
 AH6947* NAVD 88 ORTHO HEIGHT -   372.975  (meters)    1223.67  (feet) ADJUSTED  
 AH6947  ______________________________________________________________________
 AH6947  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 AH6947  DYNAMIC HEIGHT  -        372.992 (meters)     1223.72  (feet) COMP
 AH6947  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 AH6947
 AH6947  VERT ORDER      -  SECOND    CLASS I
 AH6947
 AH6947.The horizontal coordinates were scaled from a topographic map and have
 AH6947.an estimated accuracy of +/- 6 seconds.
 AH6947.
 AH6947.The orthometric height was determined by differential leveling and
 AH6947.adjusted in August 2006.
 AH6947
 AH6947.The dynamic height is computed by dividing the NAVD 88
 AH6947.geopotential number by the normal gravity value computed on the
 AH6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6947.degrees latitude (g = 980.6199 gals.).
 AH6947
 AH6947.The modeled gravity was interpolated from observed gravity values.
 AH6947
 AH6947;                    North         East    Units  Estimated Accuracy
 AH6947;SPC MN C     -   271,030.      823,030.      MT  (+/- 180 meters Scaled)
 AH6947
 AH6947                          SUPERSEDED SURVEY CONTROL
 AH6947
 AH6947  NAVD 88 (09/27/00)  372.975  (m)         1223.67   (f) SUPERSEDED  2 1
 AH6947
 AH6947.Superseded values are not recommended for survey control.
 AH6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6947.See file dsdata.txt to determine how the superseded data were derived.
 AH6947
 AH6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM271543(NAD 83)
 AH6947
 AH6947_MARKER: DD = SURVEY DISK
 AH6947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6947_STAMPING: 1802 L 1994
 AH6947_MARK LOGO: MNDT  
 AH6947_PROJECTION: FLUSH
 AH6947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6947+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6947_ROD/PIPE-DEPTH: 16.8 meters
 AH6947
 AH6947  HISTORY     - Date     Condition        Report By
 AH6947  HISTORY     - 1994     MONUMENTED       MNDT
 AH6947
 AH6947                          STATION DESCRIPTION
 AH6947
 AH6947'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6947'4 MI (6.4 KM) NORTH OF CROSBY, 4.05 NORTH ALONG TH 6 FROM THE JCT OF
 AH6947'TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 17.8, 63.5 EAST OF TH 6, 35.7 FT
 AH6947'(10.9 M) NORTH OF TWP NO 103 RD, 8.2 FT (2.5 M) NORTH OF A TEL CABLE
 AH6947'PEDESTAL, 22 FT (6.7 M) WEST OF A DIM RD, AND 1.1 FT (0.3 M) WNW OF A
 AH6947'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6948 ***********************************************************************
 AH6948  DESIGNATION -  1802 M
 AH6948  PID         -  AH6948
 AH6948  STATE/COUNTY-  MN/CROW WING
 AH6948  COUNTRY     -  US
 AH6948  USGS QUAD   -  CUYUNA (1973)
 AH6948
 AH6948                         *CURRENT SURVEY CONTROL
 AH6948  ______________________________________________________________________
 AH6948* NAD 83(1986) POSITION- 46 32 38.     (N) 093 57 21.     (W)   SCALED    
 AH6948* NAVD 88 ORTHO HEIGHT -   369.205  (meters)    1211.30  (feet) ADJUSTED  
 AH6948  ______________________________________________________________________
 AH6948  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 AH6948  DYNAMIC HEIGHT  -        369.221 (meters)     1211.35  (feet) COMP
 AH6948  MODELED GRAVITY -    980,647.6   (mgal)                       NAVD 88
 AH6948
 AH6948  VERT ORDER      -  SECOND    CLASS I
 AH6948
 AH6948.The horizontal coordinates were scaled from a topographic map and have
 AH6948.an estimated accuracy of +/- 6 seconds.
 AH6948.
 AH6948.The orthometric height was determined by differential leveling and
 AH6948.adjusted in August 2006.
 AH6948
 AH6948.The dynamic height is computed by dividing the NAVD 88
 AH6948.geopotential number by the normal gravity value computed on the
 AH6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6948.degrees latitude (g = 980.6199 gals.).
 AH6948
 AH6948.The modeled gravity was interpolated from observed gravity values.
 AH6948
 AH6948;                    North         East    Units  Estimated Accuracy
 AH6948;SPC MN C     -   271,640.      822,560.      MT  (+/- 180 meters Scaled)
 AH6948
 AH6948                          SUPERSEDED SURVEY CONTROL
 AH6948
 AH6948  NAVD 88 (09/27/00)  369.205  (m)         1211.30   (f) SUPERSEDED  2 1
 AH6948
 AH6948.Superseded values are not recommended for survey control.
 AH6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6948.See file dsdata.txt to determine how the superseded data were derived.
 AH6948
 AH6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM267549(NAD 83)
 AH6948
 AH6948_MARKER: DV = VERTICAL CONTROL DISK
 AH6948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH6948_SP_SET: BRIDGE ABUTMENT
 AH6948_STAMPING: 1802 M 1994
 AH6948_MARK LOGO: MNDT  
 AH6948_PROJECTION: FLUSH
 AH6948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6948+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6948
 AH6948  HISTORY     - Date     Condition        Report By
 AH6948  HISTORY     - 1994     MONUMENTED       MNDT
 AH6948
 AH6948                          STATION DESCRIPTION
 AH6948
 AH6948'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6948'4.5 MI (7.2 KM) NORTH OF CROSBY, 4.55 NORTH ALONG TH 6 FROM THE JCT OF
 AH6948'TH 6 AND TH 210 IN CROSBY, IN SE COR OF TH 6 BRDG NO 18001 OVER THE
 AH6948'MISSISSIPPI RIVER, AT TH 6 MP 18.3, 24.5 FT (7.5 M) NE OF TH 6, 3.5 FT
 AH6948'(1.1 M) EAST OF A DELINEATOR SIGN, AND 16.9 FT (5.2 M) ESE OF THE WEST
 AH6948'LEG OF MISSISSIPPI RIVER SIGN POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6949 ***********************************************************************
 AH6949  DESIGNATION -  1802 N
 AH6949  PID         -  AH6949
 AH6949  STATE/COUNTY-  MN/CROW WING
 AH6949  COUNTRY     -  US
 AH6949  USGS QUAD   -  CUYUNA (1973)
 AH6949
 AH6949                         *CURRENT SURVEY CONTROL
 AH6949  ______________________________________________________________________
 AH6949* NAD 83(1986) POSITION- 46 33 36.     (N) 093 57 08.     (W)   SCALED    
 AH6949* NAVD 88 ORTHO HEIGHT -   378.654  (meters)    1242.30  (feet) ADJUSTED  
 AH6949  ______________________________________________________________________
 AH6949  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 AH6949  DYNAMIC HEIGHT  -        378.670 (meters)     1242.35  (feet) COMP
 AH6949  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 AH6949
 AH6949  VERT ORDER      -  SECOND    CLASS I
 AH6949
 AH6949.The horizontal coordinates were scaled from a topographic map and have
 AH6949.an estimated accuracy of +/- 6 seconds.
 AH6949.
 AH6949.The orthometric height was determined by differential leveling and
 AH6949.adjusted in August 2006.
 AH6949
 AH6949.The dynamic height is computed by dividing the NAVD 88
 AH6949.geopotential number by the normal gravity value computed on the
 AH6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6949.degrees latitude (g = 980.6199 gals.).
 AH6949
 AH6949.The modeled gravity was interpolated from observed gravity values.
 AH6949
 AH6949;                    North         East    Units  Estimated Accuracy
 AH6949;SPC MN C     -   273,430.      822,830.      MT  (+/- 180 meters Scaled)
 AH6949
 AH6949                          SUPERSEDED SURVEY CONTROL
 AH6949
 AH6949  NAVD 88 (09/27/00)  378.654  (m)         1242.30   (f) SUPERSEDED  2 1
 AH6949
 AH6949.Superseded values are not recommended for survey control.
 AH6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6949.See file dsdata.txt to determine how the superseded data were derived.
 AH6949
 AH6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM270567(NAD 83)
 AH6949
 AH6949_MARKER: DD = SURVEY DISK
 AH6949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6949_SP_SET: ALUMINUM ALLOY ROD
 AH6949_STAMPING: 1802 N 1994
 AH6949_MARK LOGO: MNDT  
 AH6949_PROJECTION: FLUSH
 AH6949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6949+STABILITY: SURFACE MOTION
 AH6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6949+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6949
 AH6949  HISTORY     - Date     Condition        Report By
 AH6949  HISTORY     - 1994     MONUMENTED       MNDT
 AH6949
 AH6949                          STATION DESCRIPTION
 AH6949
 AH6949'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6949'6 MI (9.7 KM) NORTH OF CROSBY, 5.8 NORTH ALONG TH 6 FROM THE JCT OF TH
 AH6949'6 AND TH 210 IN CROSBY, AT TH 6 MP 19.6, 157 FT (47.9 M) EAST OF TH 6,
 AH6949'3.4 FT (1.0 M) WEST OF A P-POLE, 13.5 NORTH OF A GRAVEL RD, 104.0 FT
 AH6949'(31.7 M) ENE OF A CABLE PEDESTAL, AND 2.3 FT (0.7 M) EAST OF A WIT
 AH6949'POST.  NOTE--A ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT 7.0 FT (2.13 M)
 AH6949'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6950 ***********************************************************************
 AH6950  DESIGNATION -  1802 P
 AH6950  PID         -  AH6950
 AH6950  STATE/COUNTY-  MN/CROW WING
 AH6950  COUNTRY     -  US
 AH6950  USGS QUAD   -  CUYUNA (1973)
 AH6950
 AH6950                         *CURRENT SURVEY CONTROL
 AH6950  ______________________________________________________________________
 AH6950* NAD 83(1986) POSITION- 46 34 23.     (N) 093 57 12.     (W)   SCALED    
 AH6950* NAVD 88 ORTHO HEIGHT -   387.002  (meters)    1269.69  (feet) ADJUSTED  
 AH6950  ______________________________________________________________________
 AH6950  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 AH6950  DYNAMIC HEIGHT  -        387.017 (meters)     1269.74  (feet) COMP
 AH6950  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 AH6950
 AH6950  VERT ORDER      -  SECOND    CLASS I
 AH6950
 AH6950.The horizontal coordinates were scaled from a topographic map and have
 AH6950.an estimated accuracy of +/- 6 seconds.
 AH6950.
 AH6950.The orthometric height was determined by differential leveling and
 AH6950.adjusted in August 2006.
 AH6950
 AH6950.The dynamic height is computed by dividing the NAVD 88
 AH6950.geopotential number by the normal gravity value computed on the
 AH6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6950.degrees latitude (g = 980.6199 gals.).
 AH6950
 AH6950.The modeled gravity was interpolated from observed gravity values.
 AH6950
 AH6950;                    North         East    Units  Estimated Accuracy
 AH6950;SPC MN C     -   274,880.      822,740.      MT  (+/- 180 meters Scaled)
 AH6950
 AH6950                          SUPERSEDED SURVEY CONTROL
 AH6950
 AH6950  NAVD 88 (09/27/00)  387.002  (m)         1269.69   (f) SUPERSEDED  2 1
 AH6950
 AH6950.Superseded values are not recommended for survey control.
 AH6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6950.See file dsdata.txt to determine how the superseded data were derived.
 AH6950
 AH6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM269581(NAD 83)
 AH6950
 AH6950_MARKER: DD = SURVEY DISK
 AH6950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6950_STAMPING: 1802 P 1994
 AH6950_MARK LOGO: MNDT  
 AH6950_PROJECTION: FLUSH
 AH6950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6950+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 AH6950_ROD/PIPE-DEPTH:  8.9 meters
 AH6950
 AH6950  HISTORY     - Date     Condition        Report By
 AH6950  HISTORY     - 1994     MONUMENTED       MNDT
 AH6950  HISTORY     - 20051126 GOOD             USPSQD
 AH6950
 AH6950                          STATION DESCRIPTION
 AH6950
 AH6950'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6950'6.5 MI (10.5 KM) NORTH OF CROSBY, 5.8 NORTH ALONG TH 6 FROM THE JCT OF
 AH6950'TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 20.5, 93 FT (28.3 M) WEST OF TH
 AH6950'6, 33 FT (10.1 M) NORTH OF A GRAVEL RD, 20.8 FT (6.3 M) SE OF P-POLE
 AH6950'NO 57, 1.2 FT (0.4 M) SOUTH OF A WOODEN FENCE POST, 67.5 FT (20.6 M)
 AH6950'NNW OF A TEL CABLE PEDESTAL, AND 1.5 FT (0.5 M) NORTH OF WIT POST.
 AH6950
 AH6950                          STATION RECOVERY (2005)
 AH6950
 AH6950'RECOVERY NOTE BY US POWER SQUADRON 2005 (TAG)
 AH6950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6952 ***********************************************************************
 AH6952  DESIGNATION -  1802 Q
 AH6952  PID         -  AH6952
 AH6952  STATE/COUNTY-  MN/CROW WING
 AH6952  COUNTRY     -  US
 AH6952  USGS QUAD   -  CUYUNA (1973)
 AH6952
 AH6952                         *CURRENT SURVEY CONTROL
 AH6952  ______________________________________________________________________
 AH6952* NAD 83(1986) POSITION- 46 36 32.     (N) 093 57 00.     (W)   SCALED    
 AH6952* NAVD 88 ORTHO HEIGHT -   388.655  (meters)    1275.11  (feet) ADJUSTED  
 AH6952  ______________________________________________________________________
 AH6952  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 AH6952  DYNAMIC HEIGHT  -        388.670 (meters)     1275.16  (feet) COMP
 AH6952  MODELED GRAVITY -    980,642.8   (mgal)                       NAVD 88
 AH6952
 AH6952  VERT ORDER      -  SECOND    CLASS I
 AH6952
 AH6952.The horizontal coordinates were scaled from a topographic map and have
 AH6952.an estimated accuracy of +/- 6 seconds.
 AH6952.
 AH6952.The orthometric height was determined by differential leveling and
 AH6952.adjusted in August 2006.
 AH6952
 AH6952.The dynamic height is computed by dividing the NAVD 88
 AH6952.geopotential number by the normal gravity value computed on the
 AH6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6952.degrees latitude (g = 980.6199 gals.).
 AH6952
 AH6952.The modeled gravity was interpolated from observed gravity values.
 AH6952
 AH6952;                    North         East    Units  Estimated Accuracy
 AH6952;SPC MN C     -   278,870.      822,980.      MT  (+/- 180 meters Scaled)
 AH6952
 AH6952                          SUPERSEDED SURVEY CONTROL
 AH6952
 AH6952  NAVD 88 (09/27/00)  388.655  (m)         1275.11   (f) SUPERSEDED  2 1
 AH6952
 AH6952.Superseded values are not recommended for survey control.
 AH6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6952.See file dsdata.txt to determine how the superseded data were derived.
 AH6952
 AH6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM272621(NAD 83)
 AH6952
 AH6952_MARKER: DD = SURVEY DISK
 AH6952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6952_STAMPING: 1802 Q 1994
 AH6952_MARK LOGO: MNDT  
 AH6952_PROJECTION: PROJECTING 3 CENTIMETERS
 AH6952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6952+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6952_ROD/PIPE-DEPTH:  4.6 meters
 AH6952
 AH6952  HISTORY     - Date     Condition        Report By
 AH6952  HISTORY     - 1994     MONUMENTED       MNDT
 AH6952
 AH6952                          STATION DESCRIPTION
 AH6952
 AH6952'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6952'9 MI (14.5 KM) NORTH OF CROSBY, 9.2 MI (14.8 KM) NORTH ALONG TH 6 FROM
 AH6952'JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 22.95, 78 FT (23.8 M) WNW
 AH6952'OF TH 6, 9 FT (2.7 M) SOUTH OF A GRAVEL DR, 2.O FT SSE OF A GATE POST,
 AH6952'29.0 FT (8.8 M) SW OF FIRE NO C56 29 POST, 0.9 FT (27.4 CM) EAST OF A
 AH6952'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6953 ***********************************************************************
 AH6953  DESIGNATION -  1802 R
 AH6953  PID         -  AH6953
 AH6953  STATE/COUNTY-  MN/CROW WING
 AH6953  COUNTRY     -  US
 AH6953  USGS QUAD   -  EMILY (1994)
 AH6953
 AH6953                         *CURRENT SURVEY CONTROL
 AH6953  ______________________________________________________________________
 AH6953* NAD 83(1986) POSITION- 46 37 31.     (N) 093 56 49.     (W)   SCALED    
 AH6953* NAVD 88 ORTHO HEIGHT -   382.758  (meters)    1255.77  (feet) ADJUSTED  
 AH6953  ______________________________________________________________________
 AH6953  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 AH6953  DYNAMIC HEIGHT  -        382.775 (meters)     1255.82  (feet) COMP
 AH6953  MODELED GRAVITY -    980,645.2   (mgal)                       NAVD 88
 AH6953
 AH6953  VERT ORDER      -  SECOND    CLASS I
 AH6953
 AH6953.The horizontal coordinates were scaled from a topographic map and have
 AH6953.an estimated accuracy of +/- 6 seconds.
 AH6953.
 AH6953.The orthometric height was determined by differential leveling and
 AH6953.adjusted in August 2006.
 AH6953
 AH6953.The dynamic height is computed by dividing the NAVD 88
 AH6953.geopotential number by the normal gravity value computed on the
 AH6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6953.degrees latitude (g = 980.6199 gals.).
 AH6953
 AH6953.The modeled gravity was interpolated from observed gravity values.
 AH6953
 AH6953;                    North         East    Units  Estimated Accuracy
 AH6953;SPC MN C     -   280,690.      823,210.      MT  (+/- 180 meters Scaled)
 AH6953
 AH6953                          SUPERSEDED SURVEY CONTROL
 AH6953
 AH6953  NAVD 88 (09/27/00)  382.759  (m)         1255.77   (f) SUPERSEDED  2 1
 AH6953
 AH6953.Superseded values are not recommended for survey control.
 AH6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6953.See file dsdata.txt to determine how the superseded data were derived.
 AH6953
 AH6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM275639(NAD 83)
 AH6953
 AH6953_MARKER: DD = SURVEY DISK
 AH6953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6953_STAMPING: 1802 R 1994
 AH6953_MARK LOGO: MNDT  
 AH6953_PROJECTION: PROJECTING 3 CENTIMETERS
 AH6953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6953+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6953_ROD/PIPE-DEPTH:  7.6 meters
 AH6953
 AH6953  HISTORY     - Date     Condition        Report By
 AH6953  HISTORY     - 1994     MONUMENTED       MNDT
 AH6953
 AH6953                          STATION DESCRIPTION
 AH6953
 AH6953'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6953'10 MI (16.1 KM) NORTH OF CROSBY, 10.3 MI (16.6 KM) NORTH ALONG TH 6
 AH6953'FROM JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 6 MP 24.05, 100 FT (30.5
 AH6953'M) WEST OF TH 6, 3.6 FT (1.1 M) SOUTH OF A P-POLE, 1.5 FT (0.5 M) EAST
 AH6953'OF A N-S FENCELINE, 62.6 FT (19.1 M) NORTH OF A R/W POST, AND 1.7 FT
 AH6953'(0.5 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6958 ***********************************************************************
 AH6958  DESIGNATION -  1802 S
 AH6958  PID         -  AH6958
 AH6958  STATE/COUNTY-  MN/CROW WING
 AH6958  COUNTRY     -  US
 AH6958  USGS QUAD   -  EMILY (1994)
 AH6958
 AH6958                         *CURRENT SURVEY CONTROL
 AH6958  ______________________________________________________________________
 AH6958* NAD 83(1986) POSITION- 46 41 27.3    (N) 093 57 17.1    (W)   HD_HELD2  
 AH6958* NAVD 88 ORTHO HEIGHT -   377.383  (meters)    1238.13  (feet) ADJUSTED  
 AH6958  ______________________________________________________________________
 AH6958  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 AH6958  DYNAMIC HEIGHT  -        377.402 (meters)     1238.19  (feet) COMP
 AH6958  MODELED GRAVITY -    980,654.3   (mgal)                       NAVD 88
 AH6958
 AH6958  VERT ORDER      -  SECOND    CLASS I
 AH6958
 AH6958.The horizontal coordinates were established by autonomous hand held GPS
 AH6958.observations and have an estimated accuracy of +/- 10 meters.
 AH6958.
 AH6958.The orthometric height was determined by differential leveling and
 AH6958.adjusted in August 2006.
 AH6958
 AH6958.Photographs are available for this station.
 AH6958
 AH6958.The dynamic height is computed by dividing the NAVD 88
 AH6958.geopotential number by the normal gravity value computed on the
 AH6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6958.degrees latitude (g = 980.6199 gals.).
 AH6958
 AH6958.The modeled gravity was interpolated from observed gravity values.
 AH6958
 AH6958;                    North         East    Units  Estimated Accuracy
 AH6958;SPC MN C     -   287,983.      822,583.      MT  (+/- 10 meters HH2 GPS)
 AH6958
 AH6958                          SUPERSEDED SURVEY CONTROL
 AH6958
 AH6958  NAVD 88 (09/27/00)  377.384  (m)         1238.13   (f) SUPERSEDED  2 1
 AH6958
 AH6958.Superseded values are not recommended for survey control.
 AH6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6958.See file dsdata.txt to determine how the superseded data were derived.
 AH6958
 AH6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2699771260(NAD 83)
 AH6958
 AH6958_MARKER: DD = SURVEY DISK
 AH6958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6958_STAMPING: 1802 S 1994
 AH6958_MARK LOGO: MNDT  
 AH6958_PROJECTION: FLUSH
 AH6958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6958+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 AH6958_ROD/PIPE-DEPTH: 16.2 meters
 AH6958
 AH6958  HISTORY     - Date     Condition        Report By
 AH6958  HISTORY     - 1994     MONUMENTED       MNDT
 AH6958  HISTORY     - 20041116 GOOD             MNDT
 AH6958  HISTORY     - 20101201 GOOD             INDIV
 AH6958
 AH6958                          STATION DESCRIPTION
 AH6958
 AH6958'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6958'2.8 MI (4.5 KM) SOUTH OF EMILY, 2.85 MI (4.59 KM) SOUTH ALONG TH 6
 AH6958'FROM JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 28.9, 101.5 FT (30.9
 AH6958'M) WEST OF TH 6, 141.3 FT (43.1 M) NE OF TWP NO 15 RD, 116.3 FT (35.4
 AH6958'M) ENE OF THE EAST LEG OF THE BRDG WEIGHT LIMIT SIGN, AND 1.7 FT (0.5
 AH6958'M) SSW OF R/W-WIT POST.
 AH6958
 AH6958                          STATION RECOVERY (2004)
 AH6958
 AH6958'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH6958'2.85 MI (4.6 KM) SOUTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF
 AH6958'TRUNK HIGHWAY 6 AND COUNTY ROAD 1 IN EMILY, AT TRUNK HIGHWAY 6
 AH6958'MILEPOST 28.9,
 AH6958' 
 AH6958'101.5 FT (30.9 M) WEST OF TRUNK HIGHWAY 6, 141.3 FT (43.1 M) NORTHEAST
 AH6958'OF FLETCHER ROAD, 116.3 FT (35.4 M) EAST-NORTHEAST OF EAST LEG OF
 AH6958'BRIDGE WEIGHT LIMIT SIGN, 1.7 FT (0.5 M) SOUTH-SOUTHWEST OF
 AH6958'RIGHT-OF-WAY AND WITNESS POST
 AH6958
 AH6958                          STATION RECOVERY (2010)
 AH6958
 AH6958'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 AH6958'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6961 ***********************************************************************
 AH6961  DESIGNATION -  1802 T
 AH6961  PID         -  AH6961
 AH6961  STATE/COUNTY-  MN/CROW WING
 AH6961  COUNTRY     -  US
 AH6961  USGS QUAD   -  EMILY (1994)
 AH6961
 AH6961                         *CURRENT SURVEY CONTROL
 AH6961  ______________________________________________________________________
 AH6961* NAD 83(1986) POSITION- 46 43 30.     (N) 093 57 33.     (W)   SCALED    
 AH6961* NAVD 88 ORTHO HEIGHT -   384.191  (meters)    1260.47  (feet) ADJUSTED  
 AH6961  ______________________________________________________________________
 AH6961  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 AH6961  DYNAMIC HEIGHT  -        384.212 (meters)     1260.54  (feet) COMP
 AH6961  MODELED GRAVITY -    980,658.0   (mgal)                       NAVD 88
 AH6961
 AH6961  VERT ORDER      -  SECOND    CLASS I
 AH6961
 AH6961.The horizontal coordinates were scaled from a topographic map and have
 AH6961.an estimated accuracy of +/- 6 seconds.
 AH6961.
 AH6961.The orthometric height was determined by differential leveling and
 AH6961.adjusted in August 2006.
 AH6961
 AH6961.The dynamic height is computed by dividing the NAVD 88
 AH6961.geopotential number by the normal gravity value computed on the
 AH6961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6961.degrees latitude (g = 980.6199 gals.).
 AH6961
 AH6961.The modeled gravity was interpolated from observed gravity values.
 AH6961
 AH6961;                    North         East    Units  Estimated Accuracy
 AH6961;SPC MN C     -   291,770.      822,230.      MT  (+/- 180 meters Scaled)
 AH6961
 AH6961                          SUPERSEDED SURVEY CONTROL
 AH6961
 AH6961  NAVD 88 (09/27/00)  384.192  (m)         1260.47   (f) SUPERSEDED  2 1
 AH6961
 AH6961.Superseded values are not recommended for survey control.
 AH6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6961.See file dsdata.txt to determine how the superseded data were derived.
 AH6961
 AH6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM267750(NAD 83)
 AH6961
 AH6961_MARKER: DD = SURVEY DISK
 AH6961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6961_STAMPING: 1802 T 1994
 AH6961_MARK LOGO: MNDT  
 AH6961_PROJECTION: RECESSED 5 CENTIMETERS
 AH6961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6961+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 AH6961_ROD/PIPE-DEPTH: 21.3 meters
 AH6961
 AH6961  HISTORY     - Date     Condition        Report By
 AH6961  HISTORY     - 1994     MONUMENTED       MNDT
 AH6961  HISTORY     - 20020806 GOOD             MNDT
 AH6961
 AH6961                          STATION DESCRIPTION
 AH6961
 AH6961'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6961'0.5 MI (0.8 KM) SOUTH OF EMILY, 0.4 MI (0.6 KM) SOUTH ALONG TH 6 FROM
 AH6961'JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 31.75, 81.9 FT (25.0 M)
 AH6961'WEST OF TH 6, 45.5 FT (13.9 M) NORTH OF A GRAVEL RD THAT DEAD ENDS,
 AH6961'2.1 FT (0.6 M) WEST OF A LIGHT POLE, 9.5 FT (2.9 M) WEST OF TEL CABLE
 AH6961'PEDESTAL NO 30, 5.2 FT (1.6 M) NW OF THE NORTH END OF A 15 INCH METAL
 AH6961'CULVERT, AND 1.5 FT (0.5 M) EAST OF A WIT POST.
 AH6961
 AH6961                          STATION RECOVERY (2002)
 AH6961
 AH6961'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AH6961'MARK WAS RECOVERED IN GOOD CONDITION.  MARK IS MNDT ALUMINUM DISK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6963 ***********************************************************************
 AH6963  DESIGNATION -  1802 U
 AH6963  PID         -  AH6963
 AH6963  STATE/COUNTY-  MN/CROW WING
 AH6963  COUNTRY     -  US
 AH6963  USGS QUAD   -  EMILY (1994)
 AH6963
 AH6963                         *CURRENT SURVEY CONTROL
 AH6963  ______________________________________________________________________
 AH6963* NAD 83(1986) POSITION- 46 44 42.6    (N) 093 58 02.1    (W)   HD_HELD2  
 AH6963* NAVD 88 ORTHO HEIGHT -   389.201  (meters)    1276.90  (feet) ADJUSTED  
 AH6963  ______________________________________________________________________
 AH6963  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 AH6963  DYNAMIC HEIGHT  -        389.223 (meters)     1276.98  (feet) COMP
 AH6963  MODELED GRAVITY -    980,659.6   (mgal)                       NAVD 88
 AH6963
 AH6963  VERT ORDER      -  SECOND    CLASS I
 AH6963
 AH6963.The horizontal coordinates were established by autonomous hand held GPS
 AH6963.observations and have an estimated accuracy of +/- 10 meters.
 AH6963.
 AH6963.The orthometric height was determined by differential leveling and
 AH6963.adjusted in August 2006.
 AH6963
 AH6963.The dynamic height is computed by dividing the NAVD 88
 AH6963.geopotential number by the normal gravity value computed on the
 AH6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6963.degrees latitude (g = 980.6199 gals.).
 AH6963
 AH6963.The modeled gravity was interpolated from observed gravity values.
 AH6963
 AH6963;                    North         East    Units  Estimated Accuracy
 AH6963;SPC MN C     -   294,010.      821,606.      MT  (+/- 10 meters HH2 GPS)
 AH6963
 AH6963                          SUPERSEDED SURVEY CONTROL
 AH6963
 AH6963  NAVD 88 (09/27/00)  389.200  (m)         1276.90   (f) SUPERSEDED  2 1
 AH6963
 AH6963.Superseded values are not recommended for survey control.
 AH6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6963.See file dsdata.txt to determine how the superseded data were derived.
 AH6963
 AH6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2611577300(NAD 83)
 AH6963
 AH6963_MARKER: DD = SURVEY DISK
 AH6963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6963_STAMPING: 1802 U 1994
 AH6963_MARK LOGO: MNDT  
 AH6963_PROJECTION: FLUSH
 AH6963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6963+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2002
 AH6963_ROD/PIPE-DEPTH: 27.4 meters
 AH6963
 AH6963  HISTORY     - Date     Condition        Report By
 AH6963  HISTORY     - 1994     MONUMENTED       MNDT
 AH6963  HISTORY     - 20020806 GOOD             MNDT
 AH6963
 AH6963                          STATION DESCRIPTION
 AH6963
 AH6963'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6963'1 MI (1.6 KM) NNW OF EMILY, 1.15 MI (1.85 KM) NNW ALONG TH 6 FROM JCT
 AH6963'OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 32.9, 74 FT (22.6 M) WEST OF
 AH6963'TH 6, 3.0 FT (0.9 M) NORTH OF A P-POLE, 77.4 FT (23.6 M) NNW OF A
 AH6963'BURIED CABLE SIGN-POST, AND 1.3 FT (0.4 M) SOUTH OF A WIT POST.
 AH6963
 AH6963                          STATION RECOVERY (2002)
 AH6963
 AH6963'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AH6963'MARK WAS RECOVERED IN GOOD CONDITION. MARK IS MNDT ALUMINUM DISK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6964 ***********************************************************************
 AH6964  DESIGNATION -  1802 V
 AH6964  PID         -  AH6964
 AH6964  STATE/COUNTY-  MN/CROW WING
 AH6964  COUNTRY     -  US
 AH6964  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6964
 AH6964                         *CURRENT SURVEY CONTROL
 AH6964  ______________________________________________________________________
 AH6964* NAD 83(1986) POSITION- 46 45 35.     (N) 093 58 02.     (W)   SCALED    
 AH6964* NAVD 88 ORTHO HEIGHT -   392.878  (meters)    1288.97  (feet) ADJUSTED  
 AH6964  ______________________________________________________________________
 AH6964  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 AH6964  DYNAMIC HEIGHT  -        392.901 (meters)     1289.04  (feet) COMP
 AH6964  MODELED GRAVITY -    980,660.2   (mgal)                       NAVD 88
 AH6964
 AH6964  VERT ORDER      -  SECOND    CLASS I
 AH6964
 AH6964.The horizontal coordinates were scaled from a topographic map and have
 AH6964.an estimated accuracy of +/- 6 seconds.
 AH6964.
 AH6964.The orthometric height was determined by differential leveling and
 AH6964.adjusted in August 2006.
 AH6964
 AH6964.The dynamic height is computed by dividing the NAVD 88
 AH6964.geopotential number by the normal gravity value computed on the
 AH6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6964.degrees latitude (g = 980.6199 gals.).
 AH6964
 AH6964.The modeled gravity was interpolated from observed gravity values.
 AH6964
 AH6964;                    North         East    Units  Estimated Accuracy
 AH6964;SPC MN C     -   295,630.      821,600.      MT  (+/- 180 meters Scaled)
 AH6964
 AH6964                          SUPERSEDED SURVEY CONTROL
 AH6964
 AH6964  NAVD 88 (09/27/00)  392.878  (m)         1288.97   (f) SUPERSEDED  2 1
 AH6964
 AH6964.Superseded values are not recommended for survey control.
 AH6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6964.See file dsdata.txt to determine how the superseded data were derived.
 AH6964
 AH6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM261789(NAD 83)
 AH6964
 AH6964_MARKER: DD = SURVEY DISK
 AH6964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6964_STAMPING: 1802 V 1994
 AH6964_MARK LOGO: MNDT  
 AH6964_PROJECTION: RECESSED 3 CENTIMETERS
 AH6964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6964+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6964_ROD/PIPE-DEPTH: 24.4 meters
 AH6964
 AH6964  HISTORY     - Date     Condition        Report By
 AH6964  HISTORY     - 1994     MONUMENTED       MNDT
 AH6964
 AH6964                          STATION DESCRIPTION
 AH6964
 AH6964'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6964'2 MI (3.2 KM) NNW OF EMILY, 2.15 MI (3.46 KM) NORTH ALONG TH 6 FROM
 AH6964'JCT OF TH 6 AND CO RD 1 IN EMILY, AT TH 6 MP 33.9, 127 FT (38.7 M)
 AH6964'WEST OF TH 6, 49 FT (14.9 M) SOUTH OF A GRAVEL RD, 2.4 FT (0.7 M)
 AH6964'SOUTH OF A P-POLE, 126.0 FT (38.4 M) SW OF TEL CABLE PEDESTAL NO 1,
 AH6964'AND 1.2 FT (0.4 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6966 ***********************************************************************
 AH6966  DESIGNATION -  1802 W
 AH6966  PID         -  AH6966
 AH6966  STATE/COUNTY-  MN/CROW WING
 AH6966  COUNTRY     -  US
 AH6966  USGS QUAD   -  ROOSEVELT LAKE (1970)
 AH6966
 AH6966                         *CURRENT SURVEY CONTROL
 AH6966  ______________________________________________________________________
 AH6966* NAD 83(1986) POSITION- 46 48 08.     (N) 093 57 28.     (W)   SCALED    
 AH6966* NAVD 88 ORTHO HEIGHT -   391.371  (meters)    1284.02  (feet) ADJUSTED  
 AH6966  ______________________________________________________________________
 AH6966  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 AH6966  DYNAMIC HEIGHT  -        391.394 (meters)     1284.10  (feet) COMP
 AH6966  MODELED GRAVITY -    980,661.2   (mgal)                       NAVD 88
 AH6966
 AH6966  VERT ORDER      -  SECOND    CLASS I
 AH6966
 AH6966.The horizontal coordinates were scaled from a topographic map and have
 AH6966.an estimated accuracy of +/- 6 seconds.
 AH6966.
 AH6966.The orthometric height was determined by differential leveling and
 AH6966.adjusted in August 2006.
 AH6966
 AH6966.The dynamic height is computed by dividing the NAVD 88
 AH6966.geopotential number by the normal gravity value computed on the
 AH6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6966.degrees latitude (g = 980.6199 gals.).
 AH6966
 AH6966.The modeled gravity was interpolated from observed gravity values.
 AH6966
 AH6966;                    North         East    Units  Estimated Accuracy
 AH6966;SPC MN C     -   300,360.      822,310.      MT  (+/- 180 meters Scaled)
 AH6966
 AH6966                          SUPERSEDED SURVEY CONTROL
 AH6966
 AH6966  NAVD 88 (09/27/00)  391.370  (m)         1284.02   (f) SUPERSEDED  2 1
 AH6966
 AH6966.Superseded values are not recommended for survey control.
 AH6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6966.See file dsdata.txt to determine how the superseded data were derived.
 AH6966
 AH6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM269836(NAD 83)
 AH6966
 AH6966_MARKER: DD = SURVEY DISK
 AH6966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6966_STAMPING: 1802 W 1994
 AH6966_MARK LOGO: MNDT  
 AH6966_PROJECTION: RECESSED 5 CENTIMETERS
 AH6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6966_ROD/PIPE-DEPTH: 18.3 meters
 AH6966
 AH6966  HISTORY     - Date     Condition        Report By
 AH6966  HISTORY     - 1994     MONUMENTED       MNDT
 AH6966
 AH6966                          STATION DESCRIPTION
 AH6966
 AH6966'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6966'1.3 MI (2.1 KM) SSW OF OUTING, 1.35 MI (2.17 KM) SOUTH ALONG TH 6 FROM
 AH6966'JCT OF TH 6 AND CO RD 58 IN OUTING, AT TH 6 MP 36.95, 81 FT (24.7 M)
 AH6966'NW OF TH 6, 2.1 FT (0.6 M) NNE OF A NO OVERNIGHT CAMPING SIGN-POST,
 AH6966'13.0 FT (4.0 M) WNW OF THE WEST EDGE OF A BITUMINOUS PARKING AREA,
 AH6966'49.0 FT (14.9 M) WNW OF A P-POLE, AND 1.3 FT (0.4 M) SSW OF A WIT
 AH6966'POST.  THE MARK IS USABLE FOR GPS BEFORE LEAVES COME ON TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1736 ***********************************************************************
 RN1736  DESIGNATION -  1803 A
 RN1736  PID         -  RN1736
 RN1736  STATE/COUNTY-  MN/CROW WING
 RN1736  COUNTRY     -  US
 RN1736  USGS QUAD   -  GARRISON (1973)
 RN1736
 RN1736                         *CURRENT SURVEY CONTROL
 RN1736  ______________________________________________________________________
 RN1736* NAD 83(1986) POSITION- 46 17 53.8    (N) 093 49 35.3    (W)   HD_HELD2  
 RN1736* NAVD 88 ORTHO HEIGHT -   383.511  (meters)    1258.24  (feet) ADJUSTED  
 RN1736  ______________________________________________________________________
 RN1736  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 RN1736  DYNAMIC HEIGHT  -        383.522 (meters)     1258.27  (feet) COMP
 RN1736  MODELED GRAVITY -    980,631.8   (mgal)                       NAVD 88
 RN1736
 RN1736  VERT ORDER      -  SECOND    CLASS I
 RN1736
 RN1736.The horizontal coordinates were established by autonomous hand held GPS
 RN1736.observations and have an estimated accuracy of +/- 10 meters.
 RN1736.
 RN1736.The orthometric height was determined by differential leveling and
 RN1736.adjusted in June 2011.
 RN1736
 RN1736.No vertical observational check was made to the station.
 RN1736
 RN1736.Photographs are available for this station.
 RN1736
 RN1736.The dynamic height is computed by dividing the NAVD 88
 RN1736.geopotential number by the normal gravity value computed on the
 RN1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1736.degrees latitude (g = 980.6199 gals.).
 RN1736
 RN1736.The modeled gravity was interpolated from observed gravity values.
 RN1736
 RN1736;                    North         East    Units  Estimated Accuracy
 RN1736;SPC MN C     -   244,386.      832,628.      MT  (+/- 10 meters HH2 GPS)
 RN1736
 RN1736                          SUPERSEDED SURVEY CONTROL
 RN1736
 RN1736  NAVD 88 (06/15/91)  383.507  (m)         1258.22   (f) SUPERSEDED  2 1
 RN1736
 RN1736.Superseded values are not recommended for survey control.
 RN1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1736.See file dsdata.txt to determine how the superseded data were derived.
 RN1736
 RN1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3634927520(NAD 83)
 RN1736
 RN1736_MARKER: DV = VERTICAL CONTROL DISK
 RN1736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1736_SP_SET: COPPER-CLAD STEEL ROD
 RN1736_STAMPING: 1803 A 1979
 RN1736_MARK LOGO: MNHD  
 RN1736_PROJECTION: FLUSH
 RN1736_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1736+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 RN1736
 RN1736  HISTORY     - Date     Condition        Report By
 RN1736  HISTORY     - 1979     MONUMENTED       MNDT
 RN1736  HISTORY     - 19990616 GOOD             MNDT
 RN1736  HISTORY     - 20000601 GOOD             MNDT
 RN1736  HISTORY     - 20050407 GOOD             MNDT
 RN1736
 RN1736                          STATION DESCRIPTION
 RN1736
 RN1736'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1736'IN GARRISON.
 RN1736'0.2 MI NORTHWEST ALONG TRUNK HIGHWAY 18 FROM ITS SOUTH JUNCTION WITH
 RN1736'TRUNK HIGHWAY 169 AT GARRISON, IN THE NW 1/4 OF SECTION 13, T44N,
 RN1736'R28W.  AT THE NORTHWEST CORNER OF THE MNDT MAINTENANCE YARD, 99.5 FT
 RN1736'NORTH-NORTHWEST OF THE WEST LEG OF THE CITY LIMITS SIGN SAYING
 RN1736'GARRISON POP 125, 58.E FT WEST-SOUTHWEST OF AND ABOUT 2 FT LOWER THAN
 RN1736'THE CENTERLINE OF TRUNK HIGHWAY 18, 32 FT NORTHWEST OF THE CENTER OF
 RN1736'AN ENTRANCE, 17 FT SOUTH-SOUTHWEST OF A 30-INCH OAK TREE AND 0.6 FT
 RN1736'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 RN1736'CONTROL MARK DISK, IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY
 RN1736'32-FT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH
 RN1736'THE GROUND.
 RN1736
 RN1736                          STATION RECOVERY (1999)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN1736'RECOVERED AS DESCRIBED.
 RN1736
 RN1736                          STATION RECOVERY (2000)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1736'THE MARK WAS RECOVERED AS DESCRIBED.
 RN1736
 RN1736                          STATION RECOVERY (2005)
 RN1736
 RN1736'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RN1736'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 RN1736'WEALTHWOOD, 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF BAY LAKE AND IN THE
 RN1736'TOWN OF GARRISON MINNESOTA.
 RN1736' 
 RN1736'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 169 EAST AND
 RN1736'TRUNK HIGHWAY 18 WEST IN GARRISON, GO ONE BLOCK NORTHEAST TURNING
 RN1736'NORTH PAST THE Y BAR LOUNGE ON THE RIGHT, THENCE 0.17 MI (0.3 KM) TO
 RN1736'THE MARK ON THE LEFT.
 RN1736' 
 RN1736'THE MARK IS FOUND AT TRUNK HIGHWAY 6/TRUNK HIGHWAY 18 MILE POINT
 RN1736'20.20, 58.3 FT (17.8 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, AT
 RN1736'NORTHEAST CORNER OF HIGHWAY MAINTENANCE YARD, 99.5 FT (30.3 M) WEST OF
 RN1736'SOUTH LEG OF CITY LIMITS SIGN, 0.6 FT (18 CM) NORTH-NORTHEAST OF A
 RN1736'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4926 ***********************************************************************
 DM4926  DESIGNATION -  1803 A1
 DM4926  PID         -  DM4926
 DM4926  STATE/COUNTY-  MN/CROW WING
 DM4926  COUNTRY     -  US
 DM4926  USGS QUAD   -  GARRISON (1973)
 DM4926
 DM4926                         *CURRENT SURVEY CONTROL
 DM4926  ______________________________________________________________________
 DM4926* NAD 83(1986) POSITION- 46 17 52.42   (N) 093 49 37.42   (W)   HD_HELD1  
 DM4926* NAVD 88 ORTHO HEIGHT -   384.532  (meters)    1261.59  (feet) ADJUSTED  
 DM4926  ______________________________________________________________________
 DM4926  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DM4926  DYNAMIC HEIGHT  -        384.543 (meters)     1261.62  (feet) COMP
 DM4926  MODELED GRAVITY -    980,631.8   (mgal)                       NAVD 88
 DM4926
 DM4926  VERT ORDER      -  SECOND    CLASS I
 DM4926
 DM4926.The horizontal coordinates were established by differentially corrected
 DM4926.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4926.
 DM4926.The orthometric height was determined by differential leveling and
 DM4926.adjusted in June 2011.
 DM4926
 DM4926.No vertical observational check was made to the station.
 DM4926
 DM4926.Photographs are available for this station.
 DM4926
 DM4926.The dynamic height is computed by dividing the NAVD 88
 DM4926.geopotential number by the normal gravity value computed on the
 DM4926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4926.degrees latitude (g = 980.6199 gals.).
 DM4926
 DM4926.The modeled gravity was interpolated from observed gravity values.
 DM4926
 DM4926;                    North         East    Units  Estimated Accuracy
 DM4926;SPC MN C     -   244,342.8     832,583.3     MT  (+/- 3 meters HH1 GPS) 
 DM4926
 DM4926                          SUPERSEDED SURVEY CONTROL
 DM4926
 DM4926.No superseded survey control is available for this station.
 DM4926
 DM4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3630327478(NAD 83)
 DM4926
 DM4926_MARKER: DD = SURVEY DISK
 DM4926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4926_STAMPING: 1803 A1 2005
 DM4926_MARK LOGO: MNDT  
 DM4926_PROJECTION: RECESSED 5 CENTIMETERS
 DM4926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4926+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 DM4926_ROD/PIPE-DEPTH:  9.1 meters
 DM4926
 DM4926  HISTORY     - Date     Condition        Report By
 DM4926  HISTORY     - 20050407 MONUMENTED       MNDT
 DM4926
 DM4926                          STATION DESCRIPTION
 DM4926
 DM4926'DESCRIBED BY MN DEPT OF TRANSP 2005 (KMS)
 DM4926'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF
 DM4926'WEALTHWOOD, 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF BAY LAKE AND IN THE
 DM4926'TOWN OF GARRISON MINNESOTA.
 DM4926' 
 DM4926'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 169 EAST AND
 DM4926'TRUNK HIGHWAY 18 WEST IN GARRISON, GO ONE BLOCK NORTHEAST TURNING
 DM4926'NORTH PAST THE Y BAR LOUNGE ON THE RIGHT, THENCE 0.2 MI (0.3 KM) TO
 DM4926'TRUNK HIGHWAY 6/TRUNK HIGHWAY 18 MILE POINT 20.25 AND THE MINNESOTA
 DM4926'DEPARTMENT OF TRANSPORTATION TRUCK STATION ON THE LEFT.
 DM4926' 
 DM4926'THE MARK IS FOUND 300 FT (91.4 M) NORTHWEST FROM THE HIGHWAY 6/TRUNK
 DM4926'HIGHWAY 18 TRUCK MAINTENANCE FACILITY ENTRANCE, 52.2 FT (15.9 M)
 DM4926'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE MAINTENANCE BUILDING,
 DM4926'33.5 FT (10.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE MAINTENANCE
 DM4926'BUILDING AND 2.7 FT (0.8 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5728 ***********************************************************************
 AI5728  DESIGNATION -  1803 B
 AI5728  PID         -  AI5728
 AI5728  STATE/COUNTY-  MN/CROW WING
 AI5728  COUNTRY     -  US
 AI5728  USGS QUAD   -  GARRISON (1973)
 AI5728
 AI5728                         *CURRENT SURVEY CONTROL
 AI5728  ______________________________________________________________________
 AI5728* NAD 83(1986) POSITION- 46 18 52.5    (N) 093 50 10.8    (W)   HD_HELD2  
 AI5728* NAVD 88 ORTHO HEIGHT -   384.524  (meters)    1261.56  (feet) ADJUSTED  
 AI5728  ______________________________________________________________________
 AI5728  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 AI5728  DYNAMIC HEIGHT  -        384.534 (meters)     1261.59  (feet) COMP
 AI5728  MODELED GRAVITY -    980,629.7   (mgal)                       NAVD 88
 AI5728
 AI5728  VERT ORDER      -  SECOND    CLASS I
 AI5728
 AI5728.The horizontal coordinates were established by autonomous hand held GPS
 AI5728.observations and have an estimated accuracy of +/- 10 meters.
 AI5728.
 AI5728.The orthometric height was determined by differential leveling and
 AI5728.adjusted in August 2006.
 AI5728
 AI5728.Photographs are available for this station.
 AI5728
 AI5728.The dynamic height is computed by dividing the NAVD 88
 AI5728.geopotential number by the normal gravity value computed on the
 AI5728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5728.degrees latitude (g = 980.6199 gals.).
 AI5728
 AI5728.The modeled gravity was interpolated from observed gravity values.
 AI5728
 AI5728;                    North         East    Units  Estimated Accuracy
 AI5728;SPC MN C     -   246,194.      831,859.      MT  (+/- 10 meters HH2 GPS)
 AI5728
 AI5728                          SUPERSEDED SURVEY CONTROL
 AI5728
 AI5728  NAVD 88 (09/27/00)  384.524  (m)         1261.56   (f) SUPERSEDED  2 1
 AI5728
 AI5728.Superseded values are not recommended for survey control.
 AI5728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5728.See file dsdata.txt to determine how the superseded data were derived.
 AI5728
 AI5728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3560829340(NAD 83)
 AI5728
 AI5728_MARKER: DD = SURVEY DISK
 AI5728_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5728_SP_SET: HEADWALL BOX CULVERT
 AI5728_STAMPING: 1803 B 1994
 AI5728_MARK LOGO: MNDT  
 AI5728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5728+STABILITY: SURFACE MOTION
 AI5728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5728+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5728
 AI5728  HISTORY     - Date     Condition        Report By
 AI5728  HISTORY     - 1994     MONUMENTED       MNDT
 AI5728  HISTORY     - 19990616 GOOD             MNDT
 AI5728  HISTORY     - 20050322 GOOD             MNDT
 AI5728  HISTORY     - 20050322 GOOD             MNDT
 AI5728  HISTORY     - 20050616 GOOD             MNDT
 AI5728
 AI5728                          STATION DESCRIPTION
 AI5728
 AI5728'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5728'1.45 MI (2.33 KM) NW OF GARRISON, IN HEADWALL AT SW COR OF BOX CULVERT
 AI5728'OVER CREEK, 1.45 MI (2.33 KM) NW ALONG TH 18 FROM TH 18 AND TH 169 IN
 AI5728'GARRISON, AT TH 18 MP 19.0, 33.1 FT (10.1 M) WSW OF TH 18, 0.4 FT
 AI5728'(12.2 CM) NNW OF SW COR OF HEADWALL.
 AI5728
 AI5728                          STATION RECOVERY (2005)
 AI5728
 AI5728'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5728'1.45 MILES NORTHWEST OF GARRISON, IN HEADWALL AT SOUTHWEST BOX CULVERT
 AI5728'OVER CREEK, 1.45 MILES NORTHWEST ALONG TRUNK HIGHWAY 18 FROM JUNCTION
 AI5728'OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON, AT TRUNK
 AI5728'HIGHWAY 18 MILEPOINT 19.0, 33.1 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY
 AI5728'18, 0.4 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER OF HEADWALL, NO POST
 AI5728'SET
 AI5728
 AI5728                          STATION RECOVERY (2005)
 AI5728
 AI5728'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5728'1.45 MILES NORTHWEST OF GARRISON, IN HEADWALL AT SOUTHWEST BOX CULVERT
 AI5728'OVER CREEK, 1.45 MILES NORTHWEST ALONG TRUNK HIGHWAY 18 FROM JUNCTION
 AI5728'OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON, AT TRUNK
 AI5728'HIGHWAY 18 MILEPOINT 19.0, 33.1 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY
 AI5728'18, 0.4 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER OF HEADWALL, NO POST
 AI5728'SET
 AI5728
 AI5728                          STATION RECOVERY (2005)
 AI5728
 AI5728'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5728'1.45 MILES NORTHWEST OF GARRISON, IN HEADWALL AT SOUTHWEST CORNER OF
 AI5728'BOX CULVERT OVER CREEK, 1.45 MILES NORTHWEST ALONG TRUNK HIGHWAY 18
 AI5728'FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON,
 AI5728'AT TRUNK HIGHWAY 18 MILEPOINT 19.0, 33.1 FEET WEST-SOUTHWEST OF TRUNK
 AI5728'HIGHWAY 18, 0.4 FEET NORTH-NORTHWEST OF SOUTHWEST CORNER OF HEADWALL,
 AI5728'NO POST SET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5729 ***********************************************************************
 AI5729  DESIGNATION -  1803 C
 AI5729  PID         -  AI5729
 AI5729  STATE/COUNTY-  MN/CROW WING
 AI5729  COUNTRY     -  US
 AI5729  USGS QUAD   -  GARRISON (1973)
 AI5729
 AI5729                         *CURRENT SURVEY CONTROL
 AI5729  ______________________________________________________________________
 AI5729* NAD 83(1986) POSITION- 46 19 36.9    (N) 093 50 33.7    (W)   HD_HELD2  
 AI5729* NAVD 88 ORTHO HEIGHT -   387.817  (meters)    1272.36  (feet) ADJUSTED  
 AI5729  ______________________________________________________________________
 AI5729  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 AI5729  DYNAMIC HEIGHT  -        387.827 (meters)     1272.40  (feet) COMP
 AI5729  MODELED GRAVITY -    980,628.5   (mgal)                       NAVD 88
 AI5729
 AI5729  VERT ORDER      -  SECOND    CLASS I
 AI5729
 AI5729.The horizontal coordinates were established by autonomous hand held GPS
 AI5729.observations and have an estimated accuracy of +/- 10 meters.
 AI5729.
 AI5729.The orthometric height was determined by differential leveling and
 AI5729.adjusted in August 2006.
 AI5729
 AI5729.Photographs are available for this station.
 AI5729
 AI5729.The dynamic height is computed by dividing the NAVD 88
 AI5729.geopotential number by the normal gravity value computed on the
 AI5729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5729.degrees latitude (g = 980.6199 gals.).
 AI5729
 AI5729.The modeled gravity was interpolated from observed gravity values.
 AI5729
 AI5729;                    North         East    Units  Estimated Accuracy
 AI5729;SPC MN C     -   247,562.      831,362.      MT  (+/- 10 meters HH2 GPS)
 AI5729
 AI5729                          SUPERSEDED SURVEY CONTROL
 AI5729
 AI5729  NAVD 88 (09/27/00)  387.817  (m)         1272.36   (f) SUPERSEDED  2 1
 AI5729
 AI5729.Superseded values are not recommended for survey control.
 AI5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5729.See file dsdata.txt to determine how the superseded data were derived.
 AI5729
 AI5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3513330716(NAD 83)
 AI5729
 AI5729_MARKER: DD = SURVEY DISK
 AI5729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5729_STAMPING: 1803 C 1994
 AI5729_MARK LOGO: MNDT  
 AI5729_PROJECTION: RECESSED 8 CENTIMETERS
 AI5729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5729+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5729_ROD/PIPE-DEPTH: 32.0 meters
 AI5729
 AI5729  HISTORY     - Date     Condition        Report By
 AI5729  HISTORY     - 1994     MONUMENTED       MNDT
 AI5729  HISTORY     - 20050616 GOOD             MNDT
 AI5729
 AI5729                          STATION DESCRIPTION
 AI5729
 AI5729'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5729'2.4 MI (3.9 KM) NW OF GARRISON, AT WAYSIDE REST, 2.37 MI (3.81 KM) NW
 AI5729'ALONG TH 18 FROM JCT OF TH 18 AND TH 169 IN GARRISON, AT TH 18 MP
 AI5729'18.1, 56.2 FT (17.1 M) WSW OF TH 18, 1.1 FT (0.3 M) SSE OF SOUTH END
 AI5729'OF ROCK WALL, 61.2 FT (18.7 M) NW OF P-POLE, 17.6 FT (5.4 M) NORTH OF
 AI5729'14 INCH NORWAY PINE, NO WIT POST SET.
 AI5729
 AI5729                          STATION RECOVERY (2005)
 AI5729
 AI5729'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5729'2.4 MILES NORTHWEST OF GARRISON, AT WAYSIDE REST, 2.37 MILES NORTHWEST
 AI5729'ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK
 AI5729'HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18 MILEPOINT 18.1, 56.2 FEET
 AI5729'WEST-SOUTHWEST OF TRUNK HIGHWAY 18, 1.1 FEET SOUTH-SOUTHEAST OF SOUTH
 AI5729'END OF ROCK WALL, 17.6 FEET NORTH OF 14 INCH NORWAY PINE, 61.2 FEET
 AI5729'NORTHWEST OF POWER POLE, NO POST SET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5730 ***********************************************************************
 AI5730  DESIGNATION -  1803 D
 AI5730  PID         -  AI5730
 AI5730  STATE/COUNTY-  MN/CROW WING
 AI5730  COUNTRY     -  US
 AI5730  USGS QUAD   -  GARRISON (1973)
 AI5730
 AI5730                         *CURRENT SURVEY CONTROL
 AI5730  ______________________________________________________________________
 AI5730* NAD 83(1986) POSITION- 46 20 07.7    (N) 093 50 59.8    (W)   HD_HELD2  
 AI5730* NAVD 88 ORTHO HEIGHT -   394.248  (meters)    1293.46  (feet) ADJUSTED  
 AI5730  ______________________________________________________________________
 AI5730  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 AI5730  DYNAMIC HEIGHT  -        394.258 (meters)     1293.49  (feet) COMP
 AI5730  MODELED GRAVITY -    980,628.0   (mgal)                       NAVD 88
 AI5730
 AI5730  VERT ORDER      -  SECOND    CLASS I
 AI5730
 AI5730.The horizontal coordinates were established by autonomous hand held GPS
 AI5730.observations and have an estimated accuracy of +/- 10 meters.
 AI5730.
 AI5730.The orthometric height was determined by differential leveling and
 AI5730.adjusted in August 2006.
 AI5730
 AI5730.Photographs are available for this station.
 AI5730
 AI5730.The dynamic height is computed by dividing the NAVD 88
 AI5730.geopotential number by the normal gravity value computed on the
 AI5730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5730.degrees latitude (g = 980.6199 gals.).
 AI5730
 AI5730.The modeled gravity was interpolated from observed gravity values.
 AI5730
 AI5730;                    North         East    Units  Estimated Accuracy
 AI5730;SPC MN C     -   248,510.      830,799.      MT  (+/- 10 meters HH2 GPS)
 AI5730
 AI5730                          SUPERSEDED SURVEY CONTROL
 AI5730
 AI5730  NAVD 88 (09/27/00)  394.248  (m)         1293.46   (f) SUPERSEDED  2 1
 AI5730
 AI5730.Superseded values are not recommended for survey control.
 AI5730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5730.See file dsdata.txt to determine how the superseded data were derived.
 AI5730
 AI5730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3458531672(NAD 83)
 AI5730
 AI5730_MARKER: DD = SURVEY DISK
 AI5730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5730_STAMPING: 1803 D 1994
 AI5730_MARK LOGO: MNDT  
 AI5730_PROJECTION: FLUSH
 AI5730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5730+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5730_ROD/PIPE-DEPTH:  4.6 meters
 AI5730
 AI5730  HISTORY     - Date     Condition        Report By
 AI5730  HISTORY     - 1994     MONUMENTED       MNDT
 AI5730  HISTORY     - 20050616 GOOD             MNDT
 AI5730
 AI5730                          STATION DESCRIPTION
 AI5730
 AI5730'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5730'3.0 MI (4.8 KM) NW OF GARRISON, 3.05 MI (4.91 KM) NW ALONG TH 18 FROM
 AI5730'JCT OF TH 18 AND TH 169 IN GARRISON, AT TH 18 MP 17.4, 70.2 FT (21.4
 AI5730'M) SW OF TH 18, 3.0 FT (0.9 M) SE OF P-POLE, 1.8 FT (0.5 M) NW OF WIT
 AI5730'POST.
 AI5730
 AI5730                          STATION RECOVERY (2005)
 AI5730
 AI5730'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5730'3.0 MILES NORTHWEST OF GARRISON, 3.05 MILES NORTHWEST ALONG TRUNK
 AI5730'HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN
 AI5730'GARRISON, AT TRUNK HIGHWAY 18 MILEPOINT 17.4, 70.2 FEET SOUTHWEST OF
 AI5730'TRUNK HIGHWAY 18, 3.0 FEET SOUTHEAST OF POWER POLE, 1.8 FEET NORTHWEST
 AI5730'OF STEEL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5727 ***********************************************************************
 AI5727  DESIGNATION -  1803 E
 AI5727  PID         -  AI5727
 AI5727  STATE/COUNTY-  MN/CROW WING
 AI5727  COUNTRY     -  US
 AI5727  USGS QUAD   -  GRAVE LAKE (1973)
 AI5727
 AI5727                         *CURRENT SURVEY CONTROL
 AI5727  ______________________________________________________________________
 AI5727* NAD 83(2007) POSITION- 46 20 40.97273(N) 093 53 31.47582(W)   ADJUSTED  
 AI5727* NAD 83(2007) ELLIP HT-   360.196 (meters)        (10/06/10)   ADJUSTED
 AI5727* NAD 83(2007) EPOCH   -  2002.00
 AI5727* NAVD 88 ORTHO HEIGHT -   387.594  (meters)    1271.63  (feet) ADJUSTED  
 AI5727  ______________________________________________________________________
 AI5727  NAD 83(2007) X  -   -299,401.852 (meters)                     COMP
 AI5727  NAD 83(2007) Y  - -4,400,753.133 (meters)                     COMP
 AI5727  NAD 83(2007) Z  -  4,592,042.050 (meters)                     COMP
 AI5727  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC09
 AI5727  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 AI5727  DYNAMIC HEIGHT  -        387.604 (meters)     1271.66  (feet) COMP
 AI5727  MODELED GRAVITY -    980,629.1   (mgal)                       NAVD 88
 AI5727
 AI5727  HORZ ORDER      -  FIRST
 AI5727  VERT ORDER      -  SECOND    CLASS I
 AI5727  ELLP ORDER      -  FOURTH    CLASS I
 AI5727
 AI5727.The horizontal coordinates were established by GPS observations
 AI5727.and adjusted by the National Geodetic Survey in October 2010.
 AI5727
 AI5727.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5727.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5727
 AI5727.The horizontal coordinates are valid at the epoch date displayed above
 AI5727.which is a decimal equivalence of Year/Month/Day.
 AI5727
 AI5727.The orthometric height was determined by differential leveling and
 AI5727.adjusted in August 2006.
 AI5727
 AI5727.Photographs are available for this station.
 AI5727
 AI5727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5727
 AI5727.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5727
 AI5727.The ellipsoidal height was determined by GPS observations
 AI5727.and is referenced to NAD 83.
 AI5727
 AI5727.The dynamic height is computed by dividing the NAVD 88
 AI5727.geopotential number by the normal gravity value computed on the
 AI5727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5727.degrees latitude (g = 980.6199 gals.).
 AI5727
 AI5727.The modeled gravity was interpolated from observed gravity values.
 AI5727
 AI5727. The following values were computed from the NAD 83(2007) position.
 AI5727
 AI5727;                    North         East     Units Scale Factor Converg.
 AI5727;SPC MN C     -   249,522.092   827,551.003   MT  0.99992204   +0 15 32.1
 AI5727;SPC MN C     -   818,640.40  2,715,056.92   sFT  0.99992204   +0 15 32.1
 AI5727;UTM  15      - 5,132,735.465   431,354.784   MT  0.99965792   -0 38 43.6
 AI5727
 AI5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5727!SPC MN C     -   0.99994354  x   0.99992204  =   0.99986558
 AI5727!UTM  15      -   0.99994354  x   0.99965792  =   0.99960148
 AI5727
 AI5727                          SUPERSEDED SURVEY CONTROL
 AI5727
 AI5727  NAD 83(1996)-  46 20 40.97282(N)    093 53 31.47539(W) AD(       ) 1
 AI5727  ELLIP H (06/12/06)  360.222  (m)                       GP(       ) 4 1
 AI5727  NAVD 88 (06/12/06)  387.63   (m)         1271.7    (f) LEVELING    3  
 AI5727  NAVD 88 (09/27/00)  387.594  (m)         1271.63   (f) SUPERSEDED  2 1
 AI5727
 AI5727.Superseded values are not recommended for survey control.
 AI5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5727.See file dsdata.txt to determine how the superseded data were derived.
 AI5727
 AI5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3135432735(NAD 83)
 AI5727
 AI5727_MARKER: DD = SURVEY DISK
 AI5727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5727_STAMPING: 1803 E 1994
 AI5727_MARK LOGO: MNDT  
 AI5727_PROJECTION: FLUSH
 AI5727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5727+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5727_ROD/PIPE-DEPTH: 12.2 meters
 AI5727
 AI5727  HISTORY     - Date     Condition        Report By
 AI5727  HISTORY     - 1994     MONUMENTED       MNDT
 AI5727  HISTORY     - 20050616 GOOD             MNDT
 AI5727
 AI5727                          STATION DESCRIPTION
 AI5727
 AI5727'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5727'5.5 MI (8.9 KM) NW OF GARRISON, 5.4 MI (8.7 KM) NW ALONG TH 8 FROM JCT
 AI5727'OF TH 18 AND TH 169 IN GARRISON, AT TH 18 MP 15.05, 65.6 FT (20.0 M)
 AI5727'SOUTH OF TH 18, 3.0 WEST OF P-POLE, 191.5 FT (58.4 M) EAST OF
 AI5727'DRIVEWAY, 2.0 FT (0.6 M) EAST OF WIT POST.
 AI5727
 AI5727                          STATION RECOVERY (2005)
 AI5727
 AI5727'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5727'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5727'THE MARK IS 5.5 MILES (8.9 KM) NORTHWEST OF GARRISON, 5.4 MILES (8.7
 AI5727'KM) NORTHWEST ALONG TRUNK HIGHWAY 8 FROM JUNCTION OF TRUNK HIGHWAY 18
 AI5727'AND TRUNK HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18 MILEPOINT
 AI5727'15.05, 65.6 FEET (20.0 M) SOUTH OF TRUNK HIGHWAY 18, 3.0 FEET (0.9 M)
 AI5727'WEST OF POWER POLE, 191.5 FEET (58.4 M) EAST OF DRIVEWAY, 2.0 FEET
 AI5727'(0.6 M) EAST OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5726 ***********************************************************************
 AI5726  DESIGNATION -  1803 F
 AI5726  PID         -  AI5726
 AI5726  STATE/COUNTY-  MN/CROW WING
 AI5726  COUNTRY     -  US
 AI5726  USGS QUAD   -  GRAVE LAKE (1973)
 AI5726
 AI5726                         *CURRENT SURVEY CONTROL
 AI5726  ______________________________________________________________________
 AI5726* NAD 83(1986) POSITION- 46 20 37.7    (N) 093 54 45.9    (W)   HD_HELD2  
 AI5726* NAVD 88 ORTHO HEIGHT -   386.713  (meters)    1268.74  (feet) ADJUSTED  
 AI5726  ______________________________________________________________________
 AI5726  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AI5726  DYNAMIC HEIGHT  -        386.724 (meters)     1268.78  (feet) COMP
 AI5726  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 AI5726
 AI5726  VERT ORDER      -  SECOND    CLASS I
 AI5726
 AI5726.The horizontal coordinates were established by autonomous hand held GPS
 AI5726.observations and have an estimated accuracy of +/- 10 meters.
 AI5726.
 AI5726.The orthometric height was determined by differential leveling and
 AI5726.adjusted in August 2006.
 AI5726
 AI5726.Photographs are available for this station.
 AI5726
 AI5726.The dynamic height is computed by dividing the NAVD 88
 AI5726.geopotential number by the normal gravity value computed on the
 AI5726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5726.degrees latitude (g = 980.6199 gals.).
 AI5726
 AI5726.The modeled gravity was interpolated from observed gravity values.
 AI5726
 AI5726;                    North         East    Units  Estimated Accuracy
 AI5726;SPC MN C     -   249,414.      825,960.      MT  (+/- 10 meters HH2 GPS)
 AI5726
 AI5726                          SUPERSEDED SURVEY CONTROL
 AI5726
 AI5726  NAVD 88 (09/27/00)  386.713  (m)         1268.74   (f) SUPERSEDED  2 1
 AI5726
 AI5726.Superseded values are not recommended for survey control.
 AI5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5726.See file dsdata.txt to determine how the superseded data were derived.
 AI5726
 AI5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2976232652(NAD 83)
 AI5726
 AI5726_MARKER: DD = SURVEY DISK
 AI5726_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5726_SP_SET: FOOTING OF STRUCTURE
 AI5726_STAMPING: 1803 F 1994
 AI5726_MARK LOGO: MNDT  
 AI5726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5726+STABILITY: SURFACE MOTION
 AI5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5726+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5726
 AI5726  HISTORY     - Date     Condition        Report By
 AI5726  HISTORY     - 1994     MONUMENTED       MNDT
 AI5726  HISTORY     - 19990518 GOOD             MNDT
 AI5726  HISTORY     - 20050616 GOOD             MNDT
 AI5726
 AI5726                          STATION DESCRIPTION
 AI5726
 AI5726'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5726'6.0 MI (9.7 KM) WNW OF GARRISON, IN HEADWALL AT SE COR OF BOX CULVERT
 AI5726'NO 4108 OVER CREEK, 6.3 MI (10.1 KM) NW ALONG TH 18 FROM JCT OF TH 18
 AI5726'AND TH 169 IN GARRISON, AT TH 18 MP 14.15, 35.5 FT (10.8 M) SOUTH OF
 AI5726'TH 18, 0.7 FT (21.3 CM) WEST OF EAST END OF SOUTH HEADWALL.
 AI5726
 AI5726                          STATION RECOVERY (2005)
 AI5726
 AI5726'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5726'6.0 MILES WEST-NORTHWEST OF GARRISON, IN HEADWALL AT SOUTHEAST BOX
 AI5726'CULVERT NO 4018 OVER CREEK, 6.3 MILES NORTHWEST ALONG TRUNK HIGHWAY 18
 AI5726'FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON,
 AI5726'AT TRUNK HIGHWAY 18 MILEPOINT 14.15, 35.5 FEET SOUTH OF TRUNK HIGHWAY
 AI5726'18, 0.7 FEET WEST OF EAST END OF HEADWALL, NO POST SET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5718 ***********************************************************************
 AI5718  DESIGNATION -  1803 G
 AI5718  PID         -  AI5718
 AI5718  STATE/COUNTY-  MN/CROW WING
 AI5718  COUNTRY     -  US
 AI5718  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5718
 AI5718                         *CURRENT SURVEY CONTROL
 AI5718  ______________________________________________________________________
 AI5718* NAD 83(2007) POSITION- 46 21 08.04583(N) 094 02 57.79129(W)   ADJUSTED  
 AI5718* NAD 83(2007) ELLIP HT-   358.378 (meters)        (10/06/10)   ADJUSTED
 AI5718* NAD 83(2007) EPOCH   -  2002.00
 AI5718* NAVD 88 ORTHO HEIGHT -   385.697  (meters)    1265.41  (feet) ADJUSTED  
 AI5718  ______________________________________________________________________
 AI5718  NAD 83(2007) X  -   -311,440.502 (meters)                     COMP
 AI5718  NAD 83(2007) Y  - -4,399,309.893 (meters)                     COMP
 AI5718  NAD 83(2007) Z  -  4,592,617.794 (meters)                     COMP
 AI5718  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC09
 AI5718  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 AI5718  DYNAMIC HEIGHT  -        385.712 (meters)     1265.46  (feet) COMP
 AI5718  MODELED GRAVITY -    980,642.1   (mgal)                       NAVD 88
 AI5718
 AI5718  HORZ ORDER      -  FIRST
 AI5718  VERT ORDER      -  SECOND    CLASS I
 AI5718  ELLP ORDER      -  FOURTH    CLASS I
 AI5718
 AI5718.The horizontal coordinates were established by GPS observations
 AI5718.and adjusted by the National Geodetic Survey in October 2010.
 AI5718
 AI5718.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5718.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5718
 AI5718.The horizontal coordinates are valid at the epoch date displayed above
 AI5718.which is a decimal equivalence of Year/Month/Day.
 AI5718
 AI5718.The orthometric height was determined by differential leveling and
 AI5718.adjusted in August 2006.
 AI5718
 AI5718.Photographs are available for this station.
 AI5718
 AI5718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5718
 AI5718.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5718
 AI5718.The ellipsoidal height was determined by GPS observations
 AI5718.and is referenced to NAD 83.
 AI5718
 AI5718.The dynamic height is computed by dividing the NAVD 88
 AI5718.geopotential number by the normal gravity value computed on the
 AI5718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5718.degrees latitude (g = 980.6199 gals.).
 AI5718
 AI5718.The modeled gravity was interpolated from observed gravity values.
 AI5718
 AI5718. The following values were computed from the NAD 83(2007) position.
 AI5718
 AI5718;                    North         East     Units Scale Factor Converg.
 AI5718;SPC MN C     -   250,315.273   815,440.061   MT  0.99992207   +0 08 42.4
 AI5718;SPC MN C     -   821,242.69  2,675,322.93   sFT  0.99992207   +0 08 42.4
 AI5718;UTM  15      - 5,133,719.463   419,260.936   MT  0.99968013   -0 45 33.7
 AI5718
 AI5718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5718!SPC MN C     -   0.99994382  x   0.99992207  =   0.99986590
 AI5718!UTM  15      -   0.99994382  x   0.99968013  =   0.99962397
 AI5718
 AI5718                          SUPERSEDED SURVEY CONTROL
 AI5718
 AI5718  NAD 83(1996)-  46 21 08.04561(N)    094 02 57.79074(W) AD(       ) 1
 AI5718  ELLIP H (06/12/06)  358.412  (m)                       GP(       ) 4 1
 AI5718  NAVD 88 (06/12/06)  385.70   (m)         1265.4    (f) LEVELING    3  
 AI5718  NAVD 88 (09/27/00)  385.697  (m)         1265.41   (f) SUPERSEDED  2 1
 AI5718
 AI5718.Superseded values are not recommended for survey control.
 AI5718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5718.See file dsdata.txt to determine how the superseded data were derived.
 AI5718
 AI5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1926033719(NAD 83)
 AI5718
 AI5718_MARKER: DD = SURVEY DISK
 AI5718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5718_STAMPING: 1803 G 1994
 AI5718_MARK LOGO: MNDT  
 AI5718_PROJECTION: FLUSH
 AI5718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5718+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5718_ROD/PIPE-DEPTH:  3.7 meters
 AI5718
 AI5718  HISTORY     - Date     Condition        Report By
 AI5718  HISTORY     - 1994     MONUMENTED       MNDT
 AI5718  HISTORY     - 20050616 GOOD             MNDT
 AI5718
 AI5718                          STATION DESCRIPTION
 AI5718
 AI5718'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5718'7.0 MI (11.3 KM) EAST OF BRAINERD, 5.1 MI (8.2 KM) EAST ALONG TH 18
 AI5718'FROM JCT OF TH 18 AND TH 25 ABOUT 2 MI (3.2 KM) ESE OF BRAINERD) , AT
 AI5718'TH 18 MP 7.5, 71.4 FT (21.8 M) NORTH OF TH 18, 2.8 FT (0.9 M) EAST OF
 AI5718'P-POLE, 16.5 FT (5.0 M) EAST OF DRIVEWAY, 2.0 FT (0.6 M) WEST OF WIT
 AI5718'POST.
 AI5718
 AI5718                          STATION RECOVERY (2005)
 AI5718
 AI5718'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5718'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5718'THE MARK IS 7.0 MILES (11.3 KM) EAST OF BRAINERD, 5.1 MILES (8.2 KM)
 AI5718'EAST ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND
 AI5718'TRUNK HIGHWAY 25, ABOUT 2.0 MILES (3.2 KM) EAST-SOUTHEAST OF BRAINERD,
 AI5718'AT TRUNK HIGHWAY 18 MILEPOINT 7.5, 71.4 FEET (21.8 M) NORTH OF TRUNK
 AI5718'HIGHWAY 18, 2.8 FEET (0.9 M) EAST OF POWER POLE, 16.5 FEET (5.0 M)
 AI5718'EAST OF DRIVEWAY NUMBER 16628, 2.0 FEET (0.6 M) WEST OF STEEL WITNESS
 AI5718'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB5800 ***********************************************************************
 AB5800  DESIGNATION -  1803 G 1
 AB5800  PID         -  AB5800
 AB5800  STATE/COUNTY-  MN/CROW WING
 AB5800  COUNTRY     -  US
 AB5800  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AB5800
 AB5800                         *CURRENT SURVEY CONTROL
 AB5800  ______________________________________________________________________
 AB5800* NAD 83(2007) POSITION- 46 17 47.27109(N) 094 03 30.95854(W)   ADJUSTED  
 AB5800* NAD 83(2007) ELLIP HT-   339.208 (meters)        (02/10/07)   ADJUSTED
 AB5800* NAD 83(2007) EPOCH   -  2002.00
 AB5800* NAVD 88 ORTHO HEIGHT -   366.4    (meters)    1202.    (feet) GPS OBS   
 AB5800  ______________________________________________________________________
 AB5800  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB5800  GEOID HEIGHT    -        -26.59  (meters)                     GEOID93
 AB5800  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AB5800  NAD 83(2007) X  -   -312,464.329 (meters)                     COMP
 AB5800  NAD 83(2007) Y  - -4,403,719.296 (meters)                     COMP
 AB5800  NAD 83(2007) Z  -  4,588,322.580 (meters)                     COMP
 AB5800  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC09
 AB5800
 AB5800  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB5800  Type                                         Horiz  Ellip  Dist(km)
 AB5800  -------------------------------------------------------------------
 AB5800  NETWORK                                       0.60   0.76
 AB5800  -------------------------------------------------------------------
 AB5800  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.67   0.78      6.94
 AB5800  -------------------------------------------------------------------
 AB5800  NOTE: Click here for information on individual local accuracy
 AB5800  values and other accuracy information.
 AB5800
 AB5800
 AB5800.The horizontal coordinates were established by GPS observations
 AB5800.and adjusted by the National Geodetic Survey in February 2007.
 AB5800
 AB5800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB5800.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB5800
 AB5800.The horizontal coordinates are valid at the epoch date displayed above
 AB5800.which is a decimal equivalence of Year/Month/Day.
 AB5800
 AB5800.The orthometric height was determined by GPS observations and a
 AB5800.high-resolution geoid model.
 AB5800
 AB5800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5800
 AB5800.The Laplace correction was computed from DEFLEC09 derived deflections.
 AB5800
 AB5800.The ellipsoidal height was determined by GPS observations
 AB5800.and is referenced to NAD 83.
 AB5800
 AB5800. The following values were computed from the NAD 83(2007) position.
 AB5800
 AB5800;                    North         East     Units Scale Factor Converg.
 AB5800;SPC MN C     -   244,114.672   814,745.962   MT  0.99992225   +0 08 18.4
 AB5800;SPC MN C     -   800,899.55  2,673,045.71   sFT  0.99992225   +0 08 18.4
 AB5800;UTM  15      - 5,127,532.080   418,469.271   MT  0.99968171   -0 45 55.2
 AB5800
 AB5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5800!SPC MN C     -   0.99994683  x   0.99992225  =   0.99986908
 AB5800!UTM  15      -   0.99994683  x   0.99968171  =   0.99962855
 AB5800
 AB5800                          SUPERSEDED SURVEY CONTROL
 AB5800
 AB5800  NAD 83(1996)-  46 17 47.27089(N)    094 03 30.95802(W) AD(       ) 1
 AB5800  ELLIP H (03/16/99)  339.243  (m)                       GP(       ) 4 1
 AB5800  NAD 83(1986)-  46 17 47.26417(N)    094 03 30.94898(W) AD(       ) 1
 AB5800
 AB5800.Superseded values are not recommended for survey control.
 AB5800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5800.See file dsdata.txt to determine how the superseded data were derived.
 AB5800
 AB5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1846927532(NAD 83)
 AB5800
 AB5800_MARKER: DV = VERTICAL CONTROL DISK
 AB5800_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB5800_SP_SET: BRIDGE ABUTMENT
 AB5800_STAMPING: MN035 1803 G 1 1993
 AB5800_MARK LOGO: MNDT  
 AB5800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB5800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5800+STABILITY: SURFACE MOTION
 AB5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5800+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1993
 AB5800
 AB5800  HISTORY     - Date     Condition        Report By
 AB5800  HISTORY     - 1960     MONUMENTED       MNDT
 AB5800  HISTORY     - 19930820 GOOD             MNDT
 AB5800
 AB5800                          STATION DESCRIPTION
 AB5800
 AB5800'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 AB5800'THE MARK WAS RECOVERED WITH THE SOUTH HALF OF THE DISK MISSING, BUT
 AB5800'STILL CONSIDERED TO BE IN GOOD CONDITION.  THE MARK IS LOCATED 8.9 MI
 AB5800'(14.3 KM) SE OF BRAINERD, 3.9 MI (6.3 KM) SOUTH ALONG CO RD 23 FROM
 AB5800'THE JCT OF CO RD 23 AND TH 18, IN THE ABUT OF THE SE COR OF BRDG NO
 AB5800'18502 OVER THE NOKASIPPI RIVER BETWEEN UPPER AND LOWER SOUTH LONG
 AB5800'LAKES, AND 15 FT (4.6 M) EAST OF CO RD 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5725 ***********************************************************************
 AI5725  DESIGNATION -  1803 H
 AI5725  PID         -  AI5725
 AI5725  STATE/COUNTY-  MN/CROW WING
 AI5725  COUNTRY     -  US
 AI5725  USGS QUAD   -  GRAVE LAKE (1973)
 AI5725
 AI5725                         *CURRENT SURVEY CONTROL
 AI5725  ______________________________________________________________________
 AI5725* NAD 83(2007) POSITION- 46 20 40.53449(N) 093 55 13.53368(W)   ADJUSTED  
 AI5725* NAD 83(2007) ELLIP HT-   362.311 (meters)        (10/06/10)   ADJUSTED
 AI5725* NAD 83(2007) EPOCH   -  2002.00
 AI5725* NAVD 88 ORTHO HEIGHT -   389.716  (meters)    1278.59  (feet) ADJUSTED  
 AI5725  ______________________________________________________________________
 AI5725  NAD 83(2007) X  -   -301,580.035 (meters)                     COMP
 AI5725  NAD 83(2007) Y  - -4,400,615.678 (meters)                     COMP
 AI5725  NAD 83(2007) Z  -  4,592,034.238 (meters)                     COMP
 AI5725  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC09
 AI5725  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 AI5725  DYNAMIC HEIGHT  -        389.727 (meters)     1278.63  (feet) COMP
 AI5725  MODELED GRAVITY -    980,631.4   (mgal)                       NAVD 88
 AI5725
 AI5725  HORZ ORDER      -  FIRST
 AI5725  VERT ORDER      -  SECOND    CLASS I
 AI5725  ELLP ORDER      -  FOURTH    CLASS I
 AI5725
 AI5725.The horizontal coordinates were established by GPS observations
 AI5725.and adjusted by the National Geodetic Survey in October 2010.
 AI5725
 AI5725.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5725.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5725
 AI5725.The horizontal coordinates are valid at the epoch date displayed above
 AI5725.which is a decimal equivalence of Year/Month/Day.
 AI5725
 AI5725.The orthometric height was determined by differential leveling and
 AI5725.adjusted in August 2006.
 AI5725
 AI5725.Photographs are available for this station.
 AI5725
 AI5725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5725
 AI5725.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5725
 AI5725.The ellipsoidal height was determined by GPS observations
 AI5725.and is referenced to NAD 83.
 AI5725
 AI5725.The dynamic height is computed by dividing the NAVD 88
 AI5725.geopotential number by the normal gravity value computed on the
 AI5725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5725.degrees latitude (g = 980.6199 gals.).
 AI5725
 AI5725.The modeled gravity was interpolated from observed gravity values.
 AI5725
 AI5725. The following values were computed from the NAD 83(2007) position.
 AI5725
 AI5725;                    North         East     Units Scale Factor Converg.
 AI5725;SPC MN C     -   249,499.091   825,368.888   MT  0.99992204   +0 14 18.3
 AI5725;SPC MN C     -   818,564.93  2,707,897.76   sFT  0.99992204   +0 14 18.3
 AI5725;UTM  15      - 5,132,746.905   429,173.150   MT  0.99966166   -0 39 57.5
 AI5725
 AI5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5725!SPC MN C     -   0.99994321  x   0.99992204  =   0.99986525
 AI5725!UTM  15      -   0.99994321  x   0.99966166  =   0.99960489
 AI5725
 AI5725                          SUPERSEDED SURVEY CONTROL
 AI5725
 AI5725  NAD 83(1996)-  46 20 40.53456(N)    093 55 13.53323(W) AD(       ) 1
 AI5725  ELLIP H (06/12/06)  362.338  (m)                       GP(       ) 4 1
 AI5725  NAVD 88 (06/12/06)  389.72   (m)         1278.6    (f) LEVELING    3  
 AI5725  NAVD 88 (09/27/00)  389.716  (m)         1278.59   (f) SUPERSEDED  2 1
 AI5725
 AI5725.Superseded values are not recommended for survey control.
 AI5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5725.See file dsdata.txt to determine how the superseded data were derived.
 AI5725
 AI5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2917332746(NAD 83)
 AI5725
 AI5725_MARKER: DD = SURVEY DISK
 AI5725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5725_STAMPING: 1803 H 1994
 AI5725_MARK LOGO: MNDT  
 AI5725_PROJECTION: RECESSED 8 CENTIMETERS
 AI5725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5725+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5725_ROD/PIPE-DEPTH: 16.8 meters
 AI5725
 AI5725  HISTORY     - Date     Condition        Report By
 AI5725  HISTORY     - 1994     MONUMENTED       MNDT
 AI5725  HISTORY     - 20050616 GOOD             MNDT
 AI5725
 AI5725                          STATION DESCRIPTION
 AI5725
 AI5725'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5725'6.5 MI (10.5 KM) NW OF GARRISON, 6.75 MI (10.86 KM) NW ALONG TH 18
 AI5725'FROM JCT OF TH 18 AND TH 169 IN GARRISON, AT TH 18 MP 13.7, 80.7 FT
 AI5725'(24.6 M) SOUTH OF TH 18, 36.1 FT (11.0 M) WEST OF ESDEN RD, 3.0 FT
 AI5725'(0.9 M) SOUTH OF P-POLE, 7.6 FT (2.3 M) SOUTH OF R/W POST, 1.6 FT (0.5
 AI5725'M) NORTH OF WIT POST.
 AI5725
 AI5725                          STATION RECOVERY (2005)
 AI5725
 AI5725'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5725'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5725'THE MARK IS 6.5 MILES (10.5 KM) NORTHWEST OF GARRISON, 6.75 MILES
 AI5725'(10.86 KM) NORTHWEST ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK
 AI5725'HIGHWAY 18 AND TRUNK HIGHWAY 169 IN GARRISON, AT TRUNK HIGHWAY 18
 AI5725'MILEPOINT 13.7, 80.7 FEET (24.6 M) SOUTH OF TRUNK HIGHWAY 18, 36.1
 AI5725'FEET (11.0 M) WEST OF ESDEN ROAD, 3.0 FEET (0.9 M) SOUTH OF POWER
 AI5725'POLE, 2.6 FEET (18.3 CM) SOUTH OF RIGHT OF WAY POST, 1.6 FEET (0.5 M)
 AI5725'NORTH OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5724 ***********************************************************************
 AI5724  DESIGNATION -  1803 J
 AI5724  PID         -  AI5724
 AI5724  STATE/COUNTY-  MN/CROW WING
 AI5724  COUNTRY     -  US
 AI5724  USGS QUAD   -  GRAVE LAKE (1973)
 AI5724
 AI5724                         *CURRENT SURVEY CONTROL
 AI5724  ______________________________________________________________________
 AI5724* NAD 83(1986) POSITION- 46 20 40.25   (N) 093 56 14.02   (W)   HD_HELD1  
 AI5724* NAVD 88 ORTHO HEIGHT -   393.843  (meters)    1292.13  (feet) ADJUSTED  
 AI5724  ______________________________________________________________________
 AI5724  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AI5724  DYNAMIC HEIGHT  -        393.855 (meters)     1292.17  (feet) COMP
 AI5724  MODELED GRAVITY -    980,633.1   (mgal)                       NAVD 88
 AI5724
 AI5724  VERT ORDER      -  SECOND    CLASS I
 AI5724
 AI5724.The horizontal coordinates were established by differentially corrected
 AI5724.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI5724.
 AI5724.The orthometric height was determined by differential leveling and
 AI5724.adjusted in August 2006.
 AI5724
 AI5724.Photographs are available for this station.
 AI5724
 AI5724.The dynamic height is computed by dividing the NAVD 88
 AI5724.geopotential number by the normal gravity value computed on the
 AI5724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5724.degrees latitude (g = 980.6199 gals.).
 AI5724
 AI5724.The modeled gravity was interpolated from observed gravity values.
 AI5724
 AI5724;                    North         East    Units  Estimated Accuracy
 AI5724;SPC MN C     -   249,485.1     824,075.6     MT  (+/- 3 meters HH1 GPS) 
 AI5724
 AI5724                          SUPERSEDED SURVEY CONTROL
 AI5724
 AI5724  NAVD 88 (09/27/00)  393.843  (m)         1292.13   (f) SUPERSEDED  2 1
 AI5724
 AI5724.Superseded values are not recommended for survey control.
 AI5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5724.See file dsdata.txt to determine how the superseded data were derived.
 AI5724
 AI5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2788032753(NAD 83)
 AI5724
 AI5724_MARKER: DD = SURVEY DISK
 AI5724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5724_STAMPING: 1803 J 1994
 AI5724_MARK LOGO: MNDT  
 AI5724_PROJECTION: FLUSH
 AI5724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5724+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5724_ROD/PIPE-DEPTH: 16.8 meters
 AI5724
 AI5724  HISTORY     - Date     Condition        Report By
 AI5724  HISTORY     - 1994     MONUMENTED       MNDT
 AI5724  HISTORY     - 20050616 GOOD             MNDT
 AI5724
 AI5724                          STATION DESCRIPTION
 AI5724
 AI5724'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5724'7.5 MI (12.1 KM) WNW OF GARRISON, 7.5 MI (12.1 KM) NW ALONG TH 18 FROM
 AI5724'JCT OF TH 18 AND TH 169 IN GARRISON, AT TH 18 MP 12.90, 74.2 FT (22.6
 AI5724'M) SOUTH OF TH 18, 2.9 FT (0.9 M) EAST OF P-POLE, 48.2 FT (14.7 M) WSW
 AI5724'OF P-POLE, 24.5 FT (7.5 M) WEST OF DRIVEWAY, 2.3 FT (0.7 M) NW OF R/W
 AI5724'POST, 1.1 FT (0.3 M) NORTH OF WIT POST.
 AI5724
 AI5724                          STATION RECOVERY (2005)
 AI5724
 AI5724'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5724'7.5 MILES WEST-NORTHWEST OF GARRISON, 7.5 MILES NORTHWEST ALONG TRUNK
 AI5724'HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 169 IN
 AI5724'GARRISON, AT TRUNK HIGHWAY 18 MILEPOINT 12.90, 74.2 FEET SOUTH OF
 AI5724'TRUNK HIGHWAY 18, 2.9 FEET EAST OF POWER POLE, 48.2 FEET
 AI5724'WEST-SOUTHWEST OF POWER POLE, 24.5 FEET WEST OF DRIVEWAY NUMBER 21995,
 AI5724'2.3 FEET NORTHWEST OF RIGHT OF WAY POST, 1.1 FEET NORTH OF STEEL
 AI5724'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5723 ***********************************************************************
 AI5723  DESIGNATION -  1803 K
 AI5723  PID         -  AI5723
 AI5723  STATE/COUNTY-  MN/CROW WING
 AI5723  COUNTRY     -  US
 AI5723  USGS QUAD   -  GRAVE LAKE (1973)
 AI5723
 AI5723                         *CURRENT SURVEY CONTROL
 AI5723  ______________________________________________________________________
 AI5723* NAD 83(2007) POSITION- 46 20 44.11387(N) 093 57 23.44927(W)   ADJUSTED  
 AI5723* NAD 83(2007) ELLIP HT-   361.218 (meters)        (10/06/10)   ADJUSTED
 AI5723* NAD 83(2007) EPOCH   -  2002.00
 AI5723* NAVD 88 ORTHO HEIGHT -   388.592  (meters)    1274.91  (feet) ADJUSTED  
 AI5723  ______________________________________________________________________
 AI5723  NAD 83(2007) X  -   -304,346.126 (meters)                     COMP
 AI5723  NAD 83(2007) Y  - -4,400,344.325 (meters)                     COMP
 AI5723  NAD 83(2007) Z  -  4,592,109.746 (meters)                     COMP
 AI5723  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC09
 AI5723  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AI5723  DYNAMIC HEIGHT  -        388.605 (meters)     1274.95  (feet) COMP
 AI5723  MODELED GRAVITY -    980,635.1   (mgal)                       NAVD 88
 AI5723
 AI5723  HORZ ORDER      -  FIRST
 AI5723  VERT ORDER      -  SECOND    CLASS I
 AI5723  ELLP ORDER      -  FOURTH    CLASS I
 AI5723
 AI5723.The horizontal coordinates were established by GPS observations
 AI5723.and adjusted by the National Geodetic Survey in October 2010.
 AI5723
 AI5723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5723.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5723
 AI5723.The horizontal coordinates are valid at the epoch date displayed above
 AI5723.which is a decimal equivalence of Year/Month/Day.
 AI5723
 AI5723.The orthometric height was determined by differential leveling and
 AI5723.adjusted in August 2006.
 AI5723
 AI5723.Photographs are available for this station.
 AI5723
 AI5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5723
 AI5723.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5723
 AI5723.The ellipsoidal height was determined by GPS observations
 AI5723.and is referenced to NAD 83.
 AI5723
 AI5723.The dynamic height is computed by dividing the NAVD 88
 AI5723.geopotential number by the normal gravity value computed on the
 AI5723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5723.degrees latitude (g = 980.6199 gals.).
 AI5723
 AI5723.The modeled gravity was interpolated from observed gravity values.
 AI5723
 AI5723. The following values were computed from the NAD 83(2007) position.
 AI5723
 AI5723;                    North         East     Units Scale Factor Converg.
 AI5723;SPC MN C     -   249,598.677   822,590.652   MT  0.99992204   +0 12 44.3
 AI5723;SPC MN C     -   818,891.66  2,698,782.83   sFT  0.99992204   +0 12 44.3
 AI5723;UTM  15      - 5,132,890.292   426,397.548   MT  0.99966659   -0 41 31.5
 AI5723
 AI5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5723!SPC MN C     -   0.99994338  x   0.99992204  =   0.99986542
 AI5723!UTM  15      -   0.99994338  x   0.99966659  =   0.99960999
 AI5723
 AI5723                          SUPERSEDED SURVEY CONTROL
 AI5723
 AI5723  NAD 83(1996)-  46 20 44.11377(N)    093 57 23.44877(W) AD(       ) 1
 AI5723  ELLIP H (06/12/06)  361.247  (m)                       GP(       ) 4 1
 AI5723  NAVD 88 (06/12/06)  388.59   (m)         1274.9    (f) LEVELING    3  
 AI5723  NAVD 88 (09/27/00)  388.592  (m)         1274.91   (f) SUPERSEDED  2 1
 AI5723
 AI5723.Superseded values are not recommended for survey control.
 AI5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5723.See file dsdata.txt to determine how the superseded data were derived.
 AI5723
 AI5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2639732890(NAD 83)
 AI5723
 AI5723_MARKER: DD = SURVEY DISK
 AI5723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5723_STAMPING: 1803 K 1994
 AI5723_MARK LOGO: MNDT  
 AI5723_PROJECTION: FLUSH
 AI5723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5723+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5723_ROD/PIPE-DEPTH: 16.2 meters
 AI5723
 AI5723  HISTORY     - Date     Condition        Report By
 AI5723  HISTORY     - 1994     MONUMENTED       MNDT
 AI5723  HISTORY     - 20050616 GOOD             MNDT
 AI5723
 AI5723                          STATION DESCRIPTION
 AI5723
 AI5723'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5723'8.5 MI (13.7 KM) WNW OF GARRISON, 9.6 MI (15.4 KM) EAST ALONG TH 18
 AI5723'FROM JCT OF TH 18 AND TH 25 (ABOUT 2.0 MI (3.2 KM) ESE OF BRAINERD) ,
 AI5723'AT TH 18 MP 11.95, 72.9 FT (22.2 M) SSW OF TH 18, 2.9 FT (0.9 M) WNW
 AI5723'OF FENCE COR, 1.9 FT (0.6 M) EAST OF WIT POST.
 AI5723
 AI5723                          STATION RECOVERY (2005)
 AI5723
 AI5723'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5723'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5723'THE MARK IS 8.5 MILES (13.7 KM) WEST-NORTHWEST OF GARRISON, 9.6 MILES
 AI5723'(15.4 KM) EAST ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY
 AI5723'18 AND TRUNK HIGHWAY 25, ABOUT 2.0 MILES (3.2 KM) EAST-SOUTHEAST OF
 AI5723'BRAINERD, AT TRUNK HIGHWAY 18 MILEPOINT 11.9 5, 72.9 FEET (22.2 M)
 AI5723'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, 2.9 FEET (0.9 M) WEST-NORTHWEST
 AI5723'OF FENCE CORNER, 1.9 FEET (0.6 M) EAST OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5722 ***********************************************************************
 AI5722  DESIGNATION -  1803 L
 AI5722  PID         -  AI5722
 AI5722  STATE/COUNTY-  MN/CROW WING
 AI5722  COUNTRY     -  US
 AI5722  USGS QUAD   -  GRAVE LAKE (1973)
 AI5722
 AI5722                         *CURRENT SURVEY CONTROL
 AI5722  ______________________________________________________________________
 AI5722* NAD 83(2007) POSITION- 46 20 50.90380(N) 093 58 32.32833(W)   ADJUSTED  
 AI5722* NAD 83(2007) ELLIP HT-   358.206 (meters)        (10/06/10)   ADJUSTED
 AI5722* NAD 83(2007) EPOCH   -  2002.00
 AI5722* NAVD 88 ORTHO HEIGHT -   385.578  (meters)    1265.02  (feet) ADJUSTED  
 AI5722  ______________________________________________________________________
 AI5722  NAD 83(2007) X  -   -305,804.877 (meters)                     COMP
 AI5722  NAD 83(2007) Y  - -4,400,089.039 (meters)                     COMP
 AI5722  NAD 83(2007) Z  -  4,592,252.298 (meters)                     COMP
 AI5722  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC09
 AI5722  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AI5722  DYNAMIC HEIGHT  -        385.591 (meters)     1265.06  (feet) COMP
 AI5722  MODELED GRAVITY -    980,637.1   (mgal)                       NAVD 88
 AI5722
 AI5722  HORZ ORDER      -  FIRST
 AI5722  VERT ORDER      -  SECOND    CLASS I
 AI5722  ELLP ORDER      -  FOURTH    CLASS I
 AI5722
 AI5722.The horizontal coordinates were established by GPS observations
 AI5722.and adjusted by the National Geodetic Survey in October 2010.
 AI5722
 AI5722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5722.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5722
 AI5722.The horizontal coordinates are valid at the epoch date displayed above
 AI5722.which is a decimal equivalence of Year/Month/Day.
 AI5722
 AI5722.The orthometric height was determined by differential leveling and
 AI5722.adjusted in August 2006.
 AI5722
 AI5722.Photographs are available for this station.
 AI5722
 AI5722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5722
 AI5722.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5722
 AI5722.The ellipsoidal height was determined by GPS observations
 AI5722.and is referenced to NAD 83.
 AI5722
 AI5722.The dynamic height is computed by dividing the NAVD 88
 AI5722.geopotential number by the normal gravity value computed on the
 AI5722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5722.degrees latitude (g = 980.6199 gals.).
 AI5722
 AI5722.The modeled gravity was interpolated from observed gravity values.
 AI5722
 AI5722. The following values were computed from the NAD 83(2007) position.
 AI5722
 AI5722;                    North         East     Units Scale Factor Converg.
 AI5722;SPC MN C     -   249,803.035   821,117.193   MT  0.99992205   +0 11 54.5
 AI5722;SPC MN C     -   819,562.12  2,693,948.66   sFT  0.99992205   +0 11 54.5
 AI5722;UTM  15      - 5,133,117.824   424,927.872   MT  0.99966928   -0 42 21.4
 AI5722
 AI5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5722!SPC MN C     -   0.99994385  x   0.99992205  =   0.99986590
 AI5722!UTM  15      -   0.99994385  x   0.99966928  =   0.99961315
 AI5722
 AI5722                          SUPERSEDED SURVEY CONTROL
 AI5722
 AI5722  NAD 83(1996)-  46 20 50.90352(N)    093 58 32.32775(W) AD(       ) 1
 AI5722  ELLIP H (06/12/06)  358.239  (m)                       GP(       ) 4 1
 AI5722  NAVD 88 (06/12/06)  385.58   (m)         1265.0    (f) LEVELING    3  
 AI5722  NAVD 88 (09/27/00)  385.578  (m)         1265.02   (f) SUPERSEDED  2 1
 AI5722
 AI5722.Superseded values are not recommended for survey control.
 AI5722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5722.See file dsdata.txt to determine how the superseded data were derived.
 AI5722
 AI5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2492733117(NAD 83)
 AI5722
 AI5722_MARKER: DD = SURVEY DISK
 AI5722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5722_STAMPING: 1803 L 1994
 AI5722_MARK LOGO: MNDT  
 AI5722_PROJECTION: RECESSED 8 CENTIMETERS
 AI5722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5722+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5722_ROD/PIPE-DEPTH: 29.0 meters
 AI5722
 AI5722  HISTORY     - Date     Condition        Report By
 AI5722  HISTORY     - 1994     MONUMENTED       MNDT
 AI5722  HISTORY     - 20050616 GOOD             MNDT
 AI5722
 AI5722                          STATION DESCRIPTION
 AI5722
 AI5722'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5722'9.5 MI (15.3 KM) WNW OF GARRISON, 8.7 MI (14.0 KM) EAST ALONG TH 18
 AI5722'FROM JCT OF TH 18 AND TH 25 (ABOUT 2 MI (3.2 KM) ESE OF BRAINERD) , AT
 AI5722'TH 18 MP 11.02, 70.5 FT (21.5 M) SSW OF TH 18, 2.2 FT (0.7 M) WEST OF
 AI5722'P-POLE, 59.7 FT (18.2 M) ENE OF FENCE COR, 1.8 FT (0.5 M) EAST OF WIT
 AI5722'POST.
 AI5722
 AI5722                          STATION RECOVERY (2005)
 AI5722
 AI5722'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5722'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5722'THE MARK IS 9.5 MILES (15.3 KM) WEST-NORTHWEST OF GARRISON, 8.68 MILES
 AI5722'(13.97 KM) EAST ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY
 AI5722'18 AND TRUNK HIGHWAY 25, ABOUT 2.0 MILES (3.2 KM) EAST-SOUTHEAST OF
 AI5722'BRAINERD, AT TRUNK HIGHWAY 18 MILEPOINT 11.02, 70.5 FEET (21.5 M)
 AI5722'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 18, 2.2 FEET (0.7 M) WEST OF POWER
 AI5722'POLE, 59.7 FEET (18.2 M) EAST-NORTHEAST OF FENCE CORNER, 1.8 FEET (0.5
 AI5722'M) EAST OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5721 ***********************************************************************
 AI5721  DESIGNATION -  1803 M
 AI5721  PID         -  AI5721
 AI5721  STATE/COUNTY-  MN/CROW WING
 AI5721  COUNTRY     -  US
 AI5721  USGS QUAD   -  GRAVE LAKE (1973)
 AI5721
 AI5721                         *CURRENT SURVEY CONTROL
 AI5721  ______________________________________________________________________
 AI5721* NAD 83(2007) POSITION- 46 20 54.10215(N) 094 00 00.89656(W)   ADJUSTED  
 AI5721* NAD 83(2007) ELLIP HT-   345.064 (meters)        (10/06/10)   ADJUSTED
 AI5721* NAD 83(2007) EPOCH   -  2002.00
 AI5721* NAVD 88 ORTHO HEIGHT -   372.409  (meters)    1221.81  (feet) ADJUSTED  
 AI5721  ______________________________________________________________________
 AI5721  NAD 83(2007) X  -   -307,688.589 (meters)                     COMP
 AI5721  NAD 83(2007) Y  - -4,399,876.990 (meters)                     COMP
 AI5721  NAD 83(2007) Z  -  4,592,310.963 (meters)                     COMP
 AI5721  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC09
 AI5721  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 AI5721  DYNAMIC HEIGHT  -        372.422 (meters)     1221.85  (feet) COMP
 AI5721  MODELED GRAVITY -    980,639.3   (mgal)                       NAVD 88
 AI5721
 AI5721  HORZ ORDER      -  FIRST
 AI5721  VERT ORDER      -  SECOND    CLASS I
 AI5721  ELLP ORDER      -  FOURTH    CLASS I
 AI5721
 AI5721.The horizontal coordinates were established by GPS observations
 AI5721.and adjusted by the National Geodetic Survey in October 2010.
 AI5721
 AI5721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5721
 AI5721.The horizontal coordinates are valid at the epoch date displayed above
 AI5721.which is a decimal equivalence of Year/Month/Day.
 AI5721
 AI5721.The orthometric height was determined by differential leveling and
 AI5721.adjusted in August 2006.
 AI5721
 AI5721.Photographs are available for this station.
 AI5721
 AI5721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5721
 AI5721.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5721
 AI5721.The ellipsoidal height was determined by GPS observations
 AI5721.and is referenced to NAD 83.
 AI5721
 AI5721.The dynamic height is computed by dividing the NAVD 88
 AI5721.geopotential number by the normal gravity value computed on the
 AI5721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5721.degrees latitude (g = 980.6199 gals.).
 AI5721
 AI5721.The modeled gravity was interpolated from observed gravity values.
 AI5721
 AI5721. The following values were computed from the NAD 83(2007) position.
 AI5721
 AI5721;                    North         East     Units Scale Factor Converg.
 AI5721;SPC MN C     -   249,895.517   819,223.231   MT  0.99992205   +0 10 50.4
 AI5721;SPC MN C     -   819,865.54  2,687,734.88   sFT  0.99992205   +0 10 50.4
 AI5721;UTM  15      - 5,133,240.160   423,036.080   MT  0.99967281   -0 43 25.6
 AI5721
 AI5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5721!SPC MN C     -   0.99994591  x   0.99992205  =   0.99986796
 AI5721!UTM  15      -   0.99994591  x   0.99967281  =   0.99961874
 AI5721
 AI5721|---------------------------------------------------------------------|
 AI5721| PID    Reference Object                     Distance      Geod. Az  |
 AI5721|                                                           dddmmss.s |
 AI5721| AB5849 LANTERN                              75.457 METERS 26849     |
 AI5721|---------------------------------------------------------------------|
 AI5721
 AI5721                          SUPERSEDED SURVEY CONTROL
 AI5721
 AI5721  NAD 83(1996)-  46 20 54.10193(N)    094 00 00.89602(W) AD(       ) 1
 AI5721  ELLIP H (06/12/06)  345.097  (m)                       GP(       ) 4 1
 AI5721  NAVD 88 (06/12/06)  372.41   (m)         1221.8    (f) LEVELING    3  
 AI5721  NAVD 88 (09/27/00)  372.409  (m)         1221.81   (f) SUPERSEDED  2 1
 AI5721
 AI5721.Superseded values are not recommended for survey control.
 AI5721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5721.See file dsdata.txt to determine how the superseded data were derived.
 AI5721
 AI5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2303633240(NAD 83)
 AI5721
 AI5721_MARKER: DD = SURVEY DISK
 AI5721_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5721_SP_SET: BOX CULVERT
 AI5721_STAMPING: 1803 M 1994
 AI5721_MARK LOGO: MNDT  
 AI5721_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5721+STABILITY: SURFACE MOTION
 AI5721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5721+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5721
 AI5721  HISTORY     - Date     Condition        Report By
 AI5721  HISTORY     - 1994     MONUMENTED       MNDT
 AI5721  HISTORY     - 19990518 GOOD             MNDT
 AI5721  HISTORY     - 20050616 GOOD             MNDT
 AI5721
 AI5721                          STATION DESCRIPTION
 AI5721
 AI5721'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5721'9.5 MI (15.3 KM) EAST OF BRAINERD, IN HEADWALL AT SE COR OF BOX
 AI5721'CULVERT NO 8913 OVER CREEK, 7.5 MI (12.1 KM) EAST ALONG TH 18 FROM JCT
 AI5721'OF TH 18 AND TH 25 (ABOUT 2.0 MI (3.2 KM) ESE OF BRAINERD) , AT TH 18
 AI5721'MP 9.85, 26.3 FT (8.0 M) SOUTH OF TH 18, 0.10 MI (0.16 KM) WEST OF CO
 AI5721'RD 8 (PINE CENTER ROAD) , 0.5 FT (15.2 CM) WEST OF EAST END OF SOUTH
 AI5721'HEADWALL, 4.9 FT (1.5 M) SOUTH OF BACK OF GUARD RAIL.
 AI5721
 AI5721                          STATION RECOVERY (2005)
 AI5721
 AI5721'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5721'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5721'THE MARK IS 9.5 MILES (15.3 KM) EAST OF BRAINERD, IN HEADWALL AT
 AI5721'SOUTHEAST CORNER BOX CULVERT NO 8913 OVER CREEK, 7.5 MILES (12.1 KM)
 AI5721'EAST ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND
 AI5721'TRUNK HIGHWAY 25, ABOUT 2.0 MILES (3.2 KM) EAST-SOUTHEAST OF BRAINERD,
 AI5721'AT TRUNK HIGHWAY 18 MILEPOINT 9.85, 26.3 FEET (8.0 M) SOUTH OF TRUNK
 AI5721'HIGHWAY 18, ABOUT 0.10 MILES (0.16 KM) WEST OF COUNTY ROAD 8 (PINE
 AI5721'CENTER ROAD) , 0.50 FEET (15.24 CM) WEST OF EAST END OF HEADWALL, 4.9
 AI5721'FEET (1.5 M) SOUTH OF BACK OF GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5720 ***********************************************************************
 AI5720  DESIGNATION -  1803 N
 AI5720  PID         -  AI5720
 AI5720  STATE/COUNTY-  MN/CROW WING
 AI5720  COUNTRY     -  US
 AI5720  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5720
 AI5720                         *CURRENT SURVEY CONTROL
 AI5720  ______________________________________________________________________
 AI5720* NAD 83(2007) POSITION- 46 21 04.67642(N) 094 01 14.66200(W)   ADJUSTED  
 AI5720* NAD 83(2007) ELLIP HT-   350.705 (meters)        (10/06/10)   ADJUSTED
 AI5720* NAD 83(2007) EPOCH   -  2002.00
 AI5720* NAVD 88 ORTHO HEIGHT -   378.041  (meters)    1240.29  (feet) ADJUSTED  
 AI5720  ______________________________________________________________________
 AI5720  NAD 83(2007) X  -   -309,245.782 (meters)                     COMP
 AI5720  NAD 83(2007) Y  - -4,399,534.876 (meters)                     COMP
 AI5720  NAD 83(2007) Z  -  4,592,540.427 (meters)                     COMP
 AI5720  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC09
 AI5720  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AI5720  DYNAMIC HEIGHT  -        378.055 (meters)     1240.34  (feet) COMP
 AI5720  MODELED GRAVITY -    980,639.1   (mgal)                       NAVD 88
 AI5720
 AI5720  HORZ ORDER      -  FIRST
 AI5720  VERT ORDER      -  SECOND    CLASS I
 AI5720  ELLP ORDER      -  FOURTH    CLASS I
 AI5720
 AI5720.The horizontal coordinates were established by GPS observations
 AI5720.and adjusted by the National Geodetic Survey in October 2010.
 AI5720
 AI5720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5720.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5720
 AI5720.The horizontal coordinates are valid at the epoch date displayed above
 AI5720.which is a decimal equivalence of Year/Month/Day.
 AI5720
 AI5720.The orthometric height was determined by differential leveling and
 AI5720.adjusted in August 2006.
 AI5720
 AI5720.Photographs are available for this station.
 AI5720
 AI5720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5720
 AI5720.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5720
 AI5720.The ellipsoidal height was determined by GPS observations
 AI5720.and is referenced to NAD 83.
 AI5720
 AI5720.The dynamic height is computed by dividing the NAVD 88
 AI5720.geopotential number by the normal gravity value computed on the
 AI5720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5720.degrees latitude (g = 980.6199 gals.).
 AI5720
 AI5720.The modeled gravity was interpolated from observed gravity values.
 AI5720
 AI5720. The following values were computed from the NAD 83(2007) position.
 AI5720
 AI5720;                    North         East     Units Scale Factor Converg.
 AI5720;SPC MN C     -   250,217.226   817,645.152   MT  0.99992206   +0 09 57.0
 AI5720;SPC MN C     -   820,921.02  2,682,557.47   sFT  0.99992206   +0 09 57.0
 AI5720;UTM  15      - 5,133,586.652   421,463.667   MT  0.99967582   -0 44 19.1
 AI5720
 AI5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5720!SPC MN C     -   0.99994503  x   0.99992206  =   0.99986709
 AI5720!UTM  15      -   0.99994503  x   0.99967582  =   0.99962086
 AI5720
 AI5720                          SUPERSEDED SURVEY CONTROL
 AI5720
 AI5720  NAD 83(1996)-  46 21 04.67617(N)    094 01 14.66144(W) AD(       ) 1
 AI5720  ELLIP H (06/12/06)  350.739  (m)                       GP(       ) 4 1
 AI5720  NAVD 88 (06/12/06)  378.04   (m)         1240.3    (f) LEVELING    3  
 AI5720  NAVD 88 (09/27/00)  378.042  (m)         1240.29   (f) SUPERSEDED  2 1
 AI5720
 AI5720.Superseded values are not recommended for survey control.
 AI5720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5720.See file dsdata.txt to determine how the superseded data were derived.
 AI5720
 AI5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2146333586(NAD 83)
 AI5720
 AI5720_MARKER: DD = SURVEY DISK
 AI5720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5720_STAMPING: 1803 N 1994
 AI5720_MARK LOGO: MNDT  
 AI5720_PROJECTION: RECESSED 10 CENTIMETERS
 AI5720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5720+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5720_ROD/PIPE-DEPTH:  9.1 meters
 AI5720
 AI5720  HISTORY     - Date     Condition        Report By
 AI5720  HISTORY     - 1994     MONUMENTED       MNDT
 AI5720  HISTORY     - 20050616 GOOD             MNDT
 AI5720
 AI5720                          STATION DESCRIPTION
 AI5720
 AI5720'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5720'8.5 MI (13.7 KM) EAST OF BRAINERD, 6.5 MI (10.5 KM) EAST ALONG TH 18
 AI5720'FROM JCT OF TH 18 AND TH 25 ABOUT 2.0 MI (3.2 KM) ESE OF BRAINERD) ,
 AI5720'AT TH 18 MP 8.9, 66.9 FT (20.4 M) SSW OF TH 18, 20.5 FT (6.2 M) WEST
 AI5720'OF FIELD ENT, 137.4 FT (41.9 M) SOUTH OF TEL CABLE PEDESTAL, 1.3 FT
 AI5720'(0.4 M) EAST OF WIT POST.
 AI5720
 AI5720                          STATION RECOVERY (2005)
 AI5720
 AI5720'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5720'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5720'THE MARK IS 8.5 MILES (13.7 KM) EAST OF BRAINERD, 6.5 MILES (10.5 KM)
 AI5720'EAST ALONG TRUNK HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND
 AI5720'TRUNK HIGHWAY 25, ABOUT 2.0 MILES (3.2 KM) EAST-SOUTHEAST OF BRAINERD,
 AI5720'AT TRUNK HIGHWAY 18 MILEPOINT 8.9, 66.9 FEET (20.4 M) SOUTH-SOUTHWEST
 AI5720'OF TRUNK HIGHWAY 18, 20.5 FEET (6.2 M) WEST OF FIELD  ENTRANCE, 137.4
 AI5720'FEET (41.9 M) SOUTH OF TELEPHONE CABLE PEDESTAL, 1.3  FEET (0.4 M)
 AI5720'EAST OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5719 ***********************************************************************
 AI5719  DESIGNATION -  1803 P
 AI5719  PID         -  AI5719
 AI5719  STATE/COUNTY-  MN/CROW WING
 AI5719  COUNTRY     -  US
 AI5719  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5719
 AI5719                         *CURRENT SURVEY CONTROL
 AI5719  ______________________________________________________________________
 AI5719* NAD 83(1986) POSITION- 46 21 06.9    (N) 094 02 20.3    (W)   HD_HELD2  
 AI5719* NAVD 88 ORTHO HEIGHT -   381.271  (meters)    1250.89  (feet) ADJUSTED  
 AI5719  ______________________________________________________________________
 AI5719  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 AI5719  DYNAMIC HEIGHT  -        381.285 (meters)     1250.93  (feet) COMP
 AI5719  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 AI5719
 AI5719  VERT ORDER      -  SECOND    CLASS I
 AI5719
 AI5719.The horizontal coordinates were established by autonomous hand held GPS
 AI5719.observations and have an estimated accuracy of +/- 10 meters.
 AI5719.
 AI5719.The orthometric height was determined by differential leveling and
 AI5719.adjusted in August 2006.
 AI5719
 AI5719.Photographs are available for this station.
 AI5719
 AI5719.The dynamic height is computed by dividing the NAVD 88
 AI5719.geopotential number by the normal gravity value computed on the
 AI5719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5719.degrees latitude (g = 980.6199 gals.).
 AI5719
 AI5719.The modeled gravity was interpolated from observed gravity values.
 AI5719
 AI5719;                    North         East    Units  Estimated Accuracy
 AI5719;SPC MN C     -   250,282.      816,242.      MT  (+/- 10 meters HH2 GPS)
 AI5719
 AI5719                          SUPERSEDED SURVEY CONTROL
 AI5719
 AI5719  NAVD 88 (09/27/00)  381.271  (m)         1250.89   (f) SUPERSEDED  2 1
 AI5719
 AI5719.Superseded values are not recommended for survey control.
 AI5719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5719.See file dsdata.txt to determine how the superseded data were derived.
 AI5719
 AI5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2006133673(NAD 83)
 AI5719
 AI5719_MARKER: DD = SURVEY DISK
 AI5719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5719_STAMPING: 1803 P 1994
 AI5719_MARK LOGO: MNDT  
 AI5719_PROJECTION: RECESSED 5 CENTIMETERS
 AI5719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5719+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5719_ROD/PIPE-DEPTH: 16.8 meters
 AI5719
 AI5719  HISTORY     - Date     Condition        Report By
 AI5719  HISTORY     - 1994     MONUMENTED       MNDT
 AI5719  HISTORY     - 20050616 GOOD             MNDT
 AI5719
 AI5719                          STATION DESCRIPTION
 AI5719
 AI5719'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5719'7.5 MI (12.1 KM) EAST OF BRAINERD, 5.6 MI (9.0 KM) EAST ALONG TH 18
 AI5719'FROM JCT OF TH 18 AND TH 25 ABOUT 2 MI (3.2 KM) ESE OF BRAINERD) , AT
 AI5719'TH 18 MP 7.95, 72.2 FT (22.0 M) SOUTH OF TH 18, 10.5 FT (3.2 M) WEST
 AI5719'OF FIELD ENT, 147.7 FT (45.0 M) SSE OF P-POLE, 1.4 FT (0.4 M) EAST OF
 AI5719'WIT POST.
 AI5719
 AI5719                          STATION RECOVERY (2005)
 AI5719
 AI5719'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5719'7.5 MILES EAST OF BRAINERD, 5.6 MILES EAST ALONG TRUNK HIGHWAY 18 FROM
 AI5719'JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25, ABOUT 2.0 MILES
 AI5719'EAST-SOUTHEAST OF BRAINERD, AT TRUNK HIGHWAY 18 MILEPOINT 7.95, 72.2
 AI5719'FEET SOUTH OF TRUNK HIGHWAY 18, 10.5 FEET WEST OF FIELD ENTRANCE,
 AI5719'147.7 FEET SOUTH-SOUTHEAST OF POWER POLE, 1.4 FEET EAST OF STEEL
 AI5719'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5717 ***********************************************************************
 AI5717  DESIGNATION -  1803 Q
 AI5717  PID         -  AI5717
 AI5717  STATE/COUNTY-  MN/CROW WING
 AI5717  COUNTRY     -  US
 AI5717  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5717
 AI5717                         *CURRENT SURVEY CONTROL
 AI5717  ______________________________________________________________________
 AI5717* NAD 83(1986) POSITION- 46 21 06.8    (N) 094 05 53.5    (W)   HD_HELD2  
 AI5717* NAVD 88 ORTHO HEIGHT -   382.903  (meters)    1256.24  (feet) ADJUSTED  
 AI5717  ______________________________________________________________________
 AI5717  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AI5717  DYNAMIC HEIGHT  -        382.918 (meters)     1256.29  (feet) COMP
 AI5717  MODELED GRAVITY -    980,642.5   (mgal)                       NAVD 88
 AI5717
 AI5717  VERT ORDER      -  SECOND    CLASS I
 AI5717
 AI5717.The horizontal coordinates were established by autonomous hand held GPS
 AI5717.observations and have an estimated accuracy of +/- 10 meters.
 AI5717.
 AI5717.The orthometric height was determined by differential leveling and
 AI5717.adjusted in August 2006.
 AI5717
 AI5717.Photographs are available for this station.
 AI5717
 AI5717.The dynamic height is computed by dividing the NAVD 88
 AI5717.geopotential number by the normal gravity value computed on the
 AI5717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5717.degrees latitude (g = 980.6199 gals.).
 AI5717
 AI5717.The modeled gravity was interpolated from observed gravity values.
 AI5717
 AI5717;                    North         East    Units  Estimated Accuracy
 AI5717;SPC MN C     -   250,268.      811,684.      MT  (+/- 10 meters HH2 GPS)
 AI5717
 AI5717                          SUPERSEDED SURVEY CONTROL
 AI5717
 AI5717  NAVD 88 (09/27/00)  382.903  (m)         1256.24   (f) SUPERSEDED  2 1
 AI5717
 AI5717.Superseded values are not recommended for survey control.
 AI5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5717.See file dsdata.txt to determine how the superseded data were derived.
 AI5717
 AI5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1550533731(NAD 83)
 AI5717
 AI5717_MARKER: DD = SURVEY DISK
 AI5717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5717_STAMPING: 1803 Q 1999
 AI5717_MARK LOGO: MNDT  
 AI5717_PROJECTION: FLUSH
 AI5717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5717+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5717_ROD/PIPE-DEPTH:  4.6 meters
 AI5717
 AI5717  HISTORY     - Date     Condition        Report By
 AI5717  HISTORY     - 1999     MONUMENTED       MNDT
 AI5717  HISTORY     - 20050616 GOOD             MNDT
 AI5717
 AI5717                          STATION DESCRIPTION
 AI5717
 AI5717'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5717'5.0 MI (8.0 KM) ESE OF BRIANERD, 2.6 MI (4.2 KM) EAST ALONG TH 18 FROM
 AI5717'JCT OF TH 18 AND TH 25 (2 MI ESE OF BRIANERD) , AT TH 18 MP 5.20, 74.0
 AI5717'FT (22.6 M) SOUTH OF TH 18, 1.0 FT (0.3 M) NORTH OF EAST WEST FENCE
 AI5717'LINE, 0.7 FT (21.3 CM) NORTH OF WIT POST.
 AI5717
 AI5717                          STATION RECOVERY (2005)
 AI5717
 AI5717'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5717'5.0 MILES EAST-SOUTHEAST OF BRAINERD, 2.6 MILES EAST ALONG TRUNK
 AI5717'HIGHWAY 18 FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25, 2.0
 AI5717'MILES EAST-SOUTHEAST OF BRAINERD, AT TRUNK HIGHWAY 18 MILEPOINT 5.15,
 AI5717'74.0 FEET SOUTH OF TRUNK HIGHWAY 18, 1.0 FEET NORTH OF EAST/WEST FENCE
 AI5717'LINE, 0.5 FEET NORTH-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5716 ***********************************************************************
 AI5716  DESIGNATION -  1803 R
 AI5716  PID         -  AI5716
 AI5716  STATE/COUNTY-  MN/CROW WING
 AI5716  COUNTRY     -  US
 AI5716  USGS QUAD   -  BRAINERD (1994)
 AI5716
 AI5716                         *CURRENT SURVEY CONTROL
 AI5716  ______________________________________________________________________
 AI5716* NAD 83(1986) POSITION- 46 21 05.30   (N) 094 08 47.11   (W)   HD_HELD1  
 AI5716* NAVD 88 ORTHO HEIGHT -   378.491  (meters)    1241.77  (feet) ADJUSTED  
 AI5716  ______________________________________________________________________
 AI5716  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AI5716  DYNAMIC HEIGHT  -        378.505 (meters)     1241.81  (feet) COMP
 AI5716  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 AI5716
 AI5716  VERT ORDER      -  SECOND    CLASS I
 AI5716
 AI5716.The horizontal coordinates were established by differentially corrected
 AI5716.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI5716.
 AI5716.The orthometric height was determined by differential leveling and
 AI5716.adjusted in August 2006.
 AI5716
 AI5716.Photographs are available for this station.
 AI5716
 AI5716.The dynamic height is computed by dividing the NAVD 88
 AI5716.geopotential number by the normal gravity value computed on the
 AI5716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5716.degrees latitude (g = 980.6199 gals.).
 AI5716
 AI5716.The modeled gravity was interpolated from observed gravity values.
 AI5716
 AI5716;                    North         East    Units  Estimated Accuracy
 AI5716;SPC MN C     -   250,216.2     807,972.1     MT  (+/- 3 meters HH1 GPS) 
 AI5716
 AI5716                          SUPERSEDED SURVEY CONTROL
 AI5716
 AI5716  NAVD 88 (09/27/00)  378.491  (m)         1241.77   (f) SUPERSEDED  2 1
 AI5716
 AI5716.Superseded values are not recommended for survey control.
 AI5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5716.See file dsdata.txt to determine how the superseded data were derived.
 AI5716
 AI5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1179433738(NAD 83)
 AI5716
 AI5716_MARKER: DD = SURVEY DISK
 AI5716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5716_STAMPING: 1803 R 1994
 AI5716_MARK LOGO: MNDT  
 AI5716_PROJECTION: RECESSED 5 CENTIMETERS
 AI5716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5716+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5716_ROD/PIPE-DEPTH:  3.7 meters
 AI5716
 AI5716  HISTORY     - Date     Condition        Report By
 AI5716  HISTORY     - 1994     MONUMENTED       MNDT
 AI5716  HISTORY     - 19990519 GOOD             MNDT
 AI5716  HISTORY     - 20050616 GOOD             MNDT
 AI5716
 AI5716                          STATION DESCRIPTION
 AI5716
 AI5716'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5716'2.5 MI (4.0 KM) EAST OF BRAINERD, 0.45 MI (0.72 KM) EAST ALONG TH 18
 AI5716'FROM JCT OF TH 18 AND TH 25 (ABOUT 2 MI (3.2 KM) ESE OF BRAINERD) , AT
 AI5716'TH 18 MP 2.85, 143.2 FT (43.6 M) SOUTH OF TH 18, 46.0 FT (14.0 M) EAST
 AI5716'OF CO RD 9, 3.2 FT (1.0 M) NORTH OF P-POLE, 65.9 SOUTH OF COR FENCE
 AI5716'POST, 1.9 FT (0.6 M) SOUTH OF WIT POST.
 AI5716
 AI5716                          STATION RECOVERY (1999)
 AI5716
 AI5716'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 AI5716'2.5 MI (4.0 KM) EAST OF BRAINERD, 0.45 MI (0.72 KM) EAST ALONG TH 18
 AI5716'FROM JCT OF TH 18 AND TH 25 (ABOUT 2 MI (3.2 KM) ESE OF BRAINERD), AT
 AI5716'TH 18 MP 2.85, 143.2 FT (43.6 M) SOUTH OF TH 18, 46.0 FT (14.0 M) EAST
 AI5716'OF CO RD 9, 3.2 FT (1.0 M) NORTH OF P-POLE, 65.9 SOUTH OF COR FENCE
 AI5716'POST, 1.9 FT (0.6 M) SOUTH OF WIT POST.
 AI5716
 AI5716                          STATION RECOVERY (2005)
 AI5716
 AI5716'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5716'2.5 MILES EAST OF BRAINERD, 0.45 MILES EAST ALONG TRUNK HIGHWAY 18
 AI5716'FROM JUNCTION OF TRUNK HIGHWAY 18 AND TRUNK HIGHWAY 25, ABOUT 2.0
 AI5716'MILES EAST-SOUTHEAST OF BRAINERD, AT TRUNK HIGHWAY 18 MILEPOINT 2.85,
 AI5716'143.2 FEET SOUTH OF TRUNK HIGHWAY 18, 46.0 FEET EAST OF COUNTY ROAD 9
 AI5716'(TWO MILE ROAD), 3.2 FEET NORTH OF POWER POLE, 65.9 FEET SOUTH OF
 AI5716'CORNER FENCE POST, 1.9 FEET SOUTH OF STEEL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1733 ***********************************************************************
 RN1733  DESIGNATION -  1804 A
 RN1733  PID         -  RN1733
 RN1733  STATE/COUNTY-  MN/CROW WING
 RN1733  COUNTRY     -  US
 RN1733  USGS QUAD   -  GARRISON (1973)
 RN1733
 RN1733                         *CURRENT SURVEY CONTROL
 RN1733  ______________________________________________________________________
 RN1733* NAD 83(1986) POSITION- 46 17 09.     (N) 093 49 16.     (W)   SCALED    
 RN1733* NAVD 88 ORTHO HEIGHT -   384.070  (meters)    1260.07  (feet) ADJUSTED  
 RN1733  ______________________________________________________________________
 RN1733  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 RN1733  DYNAMIC HEIGHT  -        384.081 (meters)     1260.11  (feet) COMP
 RN1733  MODELED GRAVITY -    980,633.7   (mgal)                       NAVD 88
 RN1733
 RN1733  VERT ORDER      -  SECOND    CLASS I
 RN1733
 RN1733.The horizontal coordinates were scaled from a topographic map and have
 RN1733.an estimated accuracy of +/- 6 seconds.
 RN1733.
 RN1733.The orthometric height was determined by differential leveling and
 RN1733.adjusted in June 1991.
 RN1733
 RN1733.The dynamic height is computed by dividing the NAVD 88
 RN1733.geopotential number by the normal gravity value computed on the
 RN1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1733.degrees latitude (g = 980.6199 gals.).
 RN1733
 RN1733.The modeled gravity was interpolated from observed gravity values.
 RN1733
 RN1733;                    North         East    Units  Estimated Accuracy
 RN1733;SPC MN C     -   243,010.      833,050.      MT  (+/- 180 meters Scaled)
 RN1733
 RN1733                          SUPERSEDED SURVEY CONTROL
 RN1733
 RN1733.No superseded survey control is available for this station.
 RN1733
 RN1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM367261(NAD 83)
 RN1733
 RN1733_MARKER: DV = VERTICAL CONTROL DISK
 RN1733_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN1733_SP_SET: SEWER PIPE HOUSING
 RN1733_STAMPING: 1804 A 1978
 RN1733_MARK LOGO: MNDT  
 RN1733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1733+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1733
 RN1733  HISTORY     - Date     Condition        Report By
 RN1733  HISTORY     - 1978     MONUMENTED       MNDT
 RN1733  HISTORY     - 20000601 GOOD             MNDT
 RN1733
 RN1733                          STATION DESCRIPTION
 RN1733
 RN1733'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1733'0.6 KM (0.40 MI) SOUTH FROM GARRISON.
 RN1733'0.65 MI SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1733'TRUNK HIGHWAY 18 AT GARRISON, AT A MNDT WAYSIDE REST AREA NEAR TRUNK
 RN1733'HIGHWAY 169 MILE POINT 233.1, IN THE NW 1/4 OF SECTION 24, T44N,
 RN1733'R28W.  IN THE NORTHWEST CORNER OF A 5-FOOT BY 8-FOOT BY 16-FOOT DEEP
 RN1733'CONCRETE SEWER PIPE HOUSING, 138 FT EAST OF AND ABOUT 3 FT LOWER THAN
 RN1733'THE CENTERLINE OF TRUNK HIGHWAY 169, 65.8 FT EAST-SOUTHEAST OF THE
 RN1733'SOUTHEAST CORNER OF A METAL BOX FOR ELECTRIC EQUIPMENT, 60 FT
 RN1733'EAST-SOUTHEAST OF A TWIN 10-INCH ELM TREE, 38.3 FT WEST OF THE
 RN1733'NORTHWEST CORNER OF A BRICK BUILDING, 29 FT SOUTH OF THE SOUTH EDGE
 RN1733'OF AND ABOUT LEVEL WITH THE BLACKTOP PARKING LOT.  THE MARK IS A
 RN1733'STANDARD MNDT VERTICAL CONTROL MARK DISK.
 RN1733
 RN1733                          STATION RECOVERY (2000)
 RN1733
 RN1733'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1733'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1738 ***********************************************************************
 RN1738  DESIGNATION -  1804 B
 RN1738  PID         -  RN1738
 RN1738  STATE/COUNTY-  MN/CROW WING
 RN1738  COUNTRY     -  US
 RN1738  USGS QUAD   -  GARRISON (1973)
 RN1738
 RN1738                         *CURRENT SURVEY CONTROL
 RN1738  ______________________________________________________________________
 RN1738* NAD 83(2007) POSITION- 46 18 24.46016(N) 093 48 54.52977(W)   ADJUSTED  
 RN1738* NAD 83(2007) ELLIP HT-   355.987 (meters)        (07/07/09)   ADJUSTED
 RN1738* NAD 83(2007) EPOCH   -  2002.00
 RN1738* NAVD 88 ORTHO HEIGHT -   383.421  (meters)    1257.94  (feet) ADJUSTED  
 RN1738  ______________________________________________________________________
 RN1738  NAD 83(2007) X  -   -293,695.485 (meters)                     COMP
 RN1738  NAD 83(2007) Y  - -4,404,190.379 (meters)                     COMP
 RN1738  NAD 83(2007) Z  -  4,589,128.062 (meters)                     COMP
 RN1738  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 RN1738  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 RN1738  DYNAMIC HEIGHT  -        383.431 (meters)     1257.97  (feet) COMP
 RN1738  MODELED GRAVITY -    980,629.3   (mgal)                       NAVD 88
 RN1738
 RN1738  HORZ ORDER      -  FIRST
 RN1738  VERT ORDER      -  SECOND    CLASS I
 RN1738  ELLP ORDER      -  THIRD     CLASS II
 RN1738
 RN1738.The horizontal coordinates were established by GPS observations
 RN1738.and adjusted by the National Geodetic Survey in July 2009.
 RN1738
 RN1738.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1738.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1738
 RN1738.The horizontal coordinates are valid at the epoch date displayed above
 RN1738.which is a decimal equivalence of Year/Month/Day.
 RN1738
 RN1738.The orthometric height was determined by differential leveling and
 RN1738.adjusted in June 1991.
 RN1738
 RN1738.Photographs are available for this station.
 RN1738
 RN1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1738
 RN1738.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1738
 RN1738.The ellipsoidal height was determined by GPS observations
 RN1738.and is referenced to NAD 83.
 RN1738
 RN1738.The dynamic height is computed by dividing the NAVD 88
 RN1738.geopotential number by the normal gravity value computed on the
 RN1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1738.degrees latitude (g = 980.6199 gals.).
 RN1738
 RN1738.The modeled gravity was interpolated from observed gravity values.
 RN1738
 RN1738. The following values were computed from the NAD 83(2007) position.
 RN1738
 RN1738;                    North         East     Units Scale Factor Converg.
 RN1738;SPC MN C     -   245,337.003   833,495.701   MT  0.99992214   +0 18 52.4
 RN1738;SPC MN C     -   804,909.82  2,734,560.48   sFT  0.99992214   +0 18 52.4
 RN1738;UTM  15      - 5,128,458.239   437,231.120   MT  0.99964843   -0 35 21.9
 RN1738
 RN1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1738!SPC MN C     -   0.99994420  x   0.99992214  =   0.99986634
 RN1738!UTM  15      -   0.99994420  x   0.99964843  =   0.99959265
 RN1738
 RN1738:                Primary Azimuth Mark                     Grid Az
 RN1738:SPC MN C     -  1804 D                                   209 42 55.0
 RN1738:UTM  15      -  1804 D                                   210 37 09.3
 RN1738
 RN1738|---------------------------------------------------------------------|
 RN1738| PID    Reference Object                     Distance      Geod. Az  |
 RN1738|                                                           dddmmss.s |
 RN1738| RN1737 1804 D                              APPROX. 0.8 KM 2100147.4 |
 RN1738|---------------------------------------------------------------------|
 RN1738
 RN1738                          SUPERSEDED SURVEY CONTROL
 RN1738
 RN1738  NAD 83(1996)-  46 18 24.45998(N)    093 48 54.52918(W) AD(       ) 1
 RN1738  ELLIP H (12/20/05)  356.041  (m)                       GP(       ) 3 2
 RN1738  NAVD 88 (12/20/05)  383.42   (m)         1257.9    (f) LEVELING    3  
 RN1738
 RN1738.Superseded values are not recommended for survey control.
 RN1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1738.See file dsdata.txt to determine how the superseded data were derived.
 RN1738
 RN1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3723128458(NAD 83)
 RN1738
 RN1738_MARKER: DB = BENCH MARK DISK
 RN1738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RN1738_SP_SET: CONCRETE FOOTING
 RN1738_STAMPING: 1804 B 1978
 RN1738_MARK LOGO: MNDT  
 RN1738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1738+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 RN1738
 RN1738  HISTORY     - Date     Condition        Report By
 RN1738  HISTORY     - 1978     MONUMENTED       MNDT
 RN1738  HISTORY     - 19990518 GOOD             MNDT
 RN1738  HISTORY     - 20050727 GOOD             MNDT
 RN1738
 RN1738                          STATION DESCRIPTION
 RN1738
 RN1738'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1738'1.3 KM (0.80 MI) NNE FROM GARRISON.
 RN1738'1 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH TRUNK
 RN1738'HIGHWAY 18 AT GARRISON, NEAR TRUNK HIGHWAY 169 MILE POINT 234.75, IN
 RN1738'THE SE 1/4 OF SECTION 12, T44N, R28W.  136 FT WEST OF AND ABOUT 8 FT
 RN1738'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 169, 20 FT SOUTHWEST OF
 RN1738'THE CENTER OF THE ROAD ON TOP OF THE DIKE, 14.7 FT SOUTH OF POWER
 RN1738'POLE NUMBER 02555 AND 12.5 FT NORTHEAST OF THE NORTHWEST CORNER OF AN
 RN1738'8-FOOT BY 8-FOOT BY 8-FOOT DEEP CONCRETE STRUCTURE.  THE MARK IS A
 RN1738'STANDARD MNDT VERTICAL CONTROL MARK DISK.
 RN1738
 RN1738                          STATION RECOVERY (1999)
 RN1738
 RN1738'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN1738'RECOVERED AS DESCRIBED.
 RN1738
 RN1738                          STATION RECOVERY (2005)
 RN1738
 RN1738'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RN1738'1.0 MILES NORTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 RN1738'HIGHWAY 18 AT GARRISON, 136 FEET WEST OF TRUNK HIGHWAY 169, AT TRUNK
 RN1738'HIGHWAY 169 MILEPOINT 234.75, 20 FEET SOUTHWEST OF ROAD ON TOP OF
 RN1738'DIKE, 12.5 FEET NORTHEAST OF NORTHWEST CORNER OF SHED, IN NORTHWEST
 RN1738'CORNER OF 6 FEET BY 8 FEET CONCRETE STRUCTURE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1737 ***********************************************************************
 RN1737  DESIGNATION -  1804 D
 RN1737  PID         -  RN1737
 RN1737  STATE/COUNTY-  MN/CROW WING
 RN1737  COUNTRY     -  US
 RN1737  USGS QUAD   -  GARRISON (1973)
 RN1737
 RN1737                         *CURRENT SURVEY CONTROL
 RN1737  ______________________________________________________________________
 RN1737* NAD 83(2007) POSITION- 46 18 01.95623(N) 093 49 13.29773(W)   ADJUSTED  
 RN1737* NAD 83(2007) ELLIP HT-   356.623 (meters)        (02/10/07)   ADJUSTED
 RN1737* NAD 83(2007) EPOCH   -  2002.00
 RN1737* NAVD 88 ORTHO HEIGHT -   384.048  (meters)    1260.00  (feet) ADJUSTED  
 RN1737  ______________________________________________________________________
 RN1737  NAD 83(2007) X  -   -294,129.724 (meters)                     COMP
 RN1737  NAD 83(2007) Y  - -4,404,665.375 (meters)                     COMP
 RN1737  NAD 83(2007) Z  -  4,588,648.464 (meters)                     COMP
 RN1737  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC09
 RN1737  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 RN1737  DYNAMIC HEIGHT  -        384.059 (meters)     1260.03  (feet) COMP
 RN1737  MODELED GRAVITY -    980,630.8   (mgal)                       NAVD 88
 RN1737
 RN1737  VERT ORDER      -  SECOND    CLASS I
 RN1737
 RN1737  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1737  Type                                         Horiz  Ellip  Dist(km)
 RN1737  -------------------------------------------------------------------
 RN1737  NETWORK                                       0.60   0.88
 RN1737  -------------------------------------------------------------------
 RN1737  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.47   0.75      1.95
 RN1737  -------------------------------------------------------------------
 RN1737  NOTE: Click here for information on individual local accuracy
 RN1737  values and other accuracy information.
 RN1737
 RN1737
 RN1737.The horizontal coordinates were established by GPS observations
 RN1737.and adjusted by the National Geodetic Survey in February 2007.
 RN1737
 RN1737.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1737.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1737
 RN1737.The horizontal coordinates are valid at the epoch date displayed above
 RN1737.which is a decimal equivalence of Year/Month/Day.
 RN1737
 RN1737.The orthometric height was determined by differential leveling and
 RN1737.adjusted in June 1991.
 RN1737
 RN1737.Photographs are available for this station.
 RN1737
 RN1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1737
 RN1737.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1737
 RN1737.The ellipsoidal height was determined by GPS observations
 RN1737.and is referenced to NAD 83.
 RN1737
 RN1737.The dynamic height is computed by dividing the NAVD 88
 RN1737.geopotential number by the normal gravity value computed on the
 RN1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1737.degrees latitude (g = 980.6199 gals.).
 RN1737
 RN1737.The modeled gravity was interpolated from observed gravity values.
 RN1737
 RN1737. The following values were computed from the NAD 83(2007) position.
 RN1737
 RN1737;                    North         East     Units Scale Factor Converg.
 RN1737;SPC MN C     -   244,640.021   833,097.904   MT  0.99992220   +0 18 38.9
 RN1737;SPC MN C     -   802,623.14  2,733,255.37   sFT  0.99992220   +0 18 38.9
 RN1737;UTM  15      - 5,127,767.809   436,822.489   MT  0.99964906   -0 35 35.2
 RN1737
 RN1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1737!SPC MN C     -   0.99994410  x   0.99992220  =   0.99986630
 RN1737!UTM  15      -   0.99994410  x   0.99964906  =   0.99959318
 RN1737
 RN1737:                Primary Azimuth Mark                     Grid Az
 RN1737:SPC MN C     -  1804 B                                   029 42 54.9
 RN1737:UTM  15      -  1804 B                                   030 37 09.0
 RN1737
 RN1737|---------------------------------------------------------------------|
 RN1737| PID    Reference Object                     Distance      Geod. Az  |
 RN1737|                                                           dddmmss.s |
 RN1737| RN1738 1804 B                              APPROX. 0.8 KM 0300133.8 |
 RN1737|---------------------------------------------------------------------|
 RN1737
 RN1737                          SUPERSEDED SURVEY CONTROL
 RN1737
 RN1737  NAD 83(1996)-  46 18 01.95605(N)    093 49 13.29716(W) AD(       ) 1
 RN1737  ELLIP H (05/10/02)  356.665  (m)                       GP(       ) 3 2
 RN1737  NAVD 88 (05/10/02)  384.05   (m)         1260.0    (f) LEVELING    3  
 RN1737
 RN1737.Superseded values are not recommended for survey control.
 RN1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1737.See file dsdata.txt to determine how the superseded data were derived.
 RN1737
 RN1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3682227767(NAD 83)
 RN1737
 RN1737_MARKER: DD = SURVEY DISK
 RN1737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1737_SP_SET: COPPER-CLAD STEEL ROD
 RN1737_STAMPING: 1804 D 1979
 RN1737_MARK LOGO: MNDT  
 RN1737_PROJECTION: FLUSH
 RN1737_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1737+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 RN1737_ROD/PIPE-DEPTH: 14.6 meters
 RN1737
 RN1737  HISTORY     - Date     Condition        Report By
 RN1737  HISTORY     - 1979     MONUMENTED       MNDT
 RN1737  HISTORY     - 19990518 GOOD             MNDT
 RN1737  HISTORY     - 20000823 GOOD             MNDT
 RN1737  HISTORY     - 20050727 GOOD             MNDT
 RN1737
 RN1737                          STATION DESCRIPTION
 RN1737
 RN1737'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1737'IN GARRISON.
 RN1737'0.45 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1737'TRUNK HIGHWAY 18 AT GARRISON, NEAR TRUNK HIGHWAY 169 MILE POINT
 RN1737'234.2, IN THE NE 1/4 OF SECTION 13, T44N, R28W.  50 FT WEST-NORTHWEST
 RN1737'OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 169, 129 FT
 RN1737'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK CAR
 RN1737'WASH BUILDING, 72 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE 1-STORY
 RN1737'FRAME GARRISON GOLF COURSE BUILDING, 60 FT NORTH-NORTHEAST OF THE
 RN1737'CENTER OF THE STREET, 2.4 FT NORTH OF A RIGHT-OF-WAY MONUMENT WHICH
 RN1737'IS A CONCRETE POST WITH AN IRON PIN, AND 0.9 FT EAST OF A STEEL
 RN1737'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK,
 RN1737'IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 48-FT LONG
 RN1737'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
 RN1737
 RN1737                          STATION RECOVERY (1999)
 RN1737
 RN1737'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 RN1737'RECOVERED AS DESCRIBED.
 RN1737
 RN1737                          STATION RECOVERY (2000)
 RN1737
 RN1737'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (TJA)
 RN1737'RECOVERED AS DESCRIBED.
 RN1737
 RN1737                          STATION RECOVERY (2005)
 RN1737
 RN1737'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RN1737'0.45 MILE NORTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 RN1737'HIGHWAY 18 AT GARRISON, 50 FEET WEST-NORTHWEST OF TRUNK HIGHWAY 169,
 RN1737'AT TRUNK HIGHWAY 169 MILEPOINT 234.2, 129 FEET NORTH-NORTHEAST OF
 RN1737'NORTHEAST CORNER OF CAR WASH BUILDING, 72 FEET SOUTHEAST OF SOUTHEAST
 RN1737'CORNER OF GOLF COURSE BUILDING, 60 FEET NORTH-NORTHEAST OF STREET, 2.4
 RN1737'FEET NORTH OF RIGHT OF WAY MONUMENT, 0.9 FOOT EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0216 ***********************************************************************
 RO0216  DESIGNATION -  1805 A
 RO0216  PID         -  RO0216
 RO0216  STATE/COUNTY-  MN/CROW WING
 RO0216  COUNTRY     -  US
 RO0216  USGS QUAD   -  BAXTER (1994)
 RO0216
 RO0216                         *CURRENT SURVEY CONTROL
 RO0216  ______________________________________________________________________
 RO0216* NAD 83(1986) POSITION- 46 20 30.     (N) 094 18 31.     (W)   SCALED    
 RO0216* NAVD 88 ORTHO HEIGHT -   365.764  (meters)    1200.01  (feet) ADJUSTED  
 RO0216  ______________________________________________________________________
 RO0216  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 RO0216  DYNAMIC HEIGHT  -        365.777 (meters)     1200.05  (feet) COMP
 RO0216  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 RO0216
 RO0216  VERT ORDER      -  SECOND    CLASS I
 RO0216
 RO0216.The horizontal coordinates were scaled from a topographic map and have
 RO0216.an estimated accuracy of +/- 6 seconds.
 RO0216.
 RO0216.The orthometric height was determined by differential leveling and
 RO0216.adjusted in June 1991.
 RO0216
 RO0216.Photographs are available for this station.
 RO0216
 RO0216.The dynamic height is computed by dividing the NAVD 88
 RO0216.geopotential number by the normal gravity value computed on the
 RO0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0216.degrees latitude (g = 980.6199 gals.).
 RO0216
 RO0216.The modeled gravity was interpolated from observed gravity values.
 RO0216
 RO0216;                    North         East    Units  Estimated Accuracy
 RO0216;SPC MN C     -   249,120.      795,490.      MT  (+/- 180 meters Scaled)
 RO0216
 RO0216                          SUPERSEDED SURVEY CONTROL
 RO0216
 RO0216  NGVD 29 (??/??/92)  365.578  (m)         1199.40   (f) ADJ UNCH    2 0
 RO0216
 RO0216.Superseded values are not recommended for survey control.
 RO0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0216.See file dsdata.txt to determine how the superseded data were derived.
 RO0216
 RO0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM992328(NAD 83)
 RO0216
 RO0216_MARKER: DV = VERTICAL CONTROL DISK
 RO0216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0216_STAMPING: 1805 A 1973
 RO0216_MARK LOGO: MNHD  
 RO0216_PROJECTION: FLUSH
 RO0216_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0216+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RO0216
 RO0216  HISTORY     - Date     Condition        Report By
 RO0216  HISTORY     - 1973     MONUMENTED       MNHD
 RO0216  HISTORY     - 20000705 GOOD             MNDT
 RO0216  HISTORY     - 20060607 GOOD             MNDT
 RO0216
 RO0216                          STATION DESCRIPTION
 RO0216
 RO0216'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0216'IN BAXTER.
 RO0216'THE MARK IS 3.2 MILES MEASURED WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0216'THE JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD)
 RO0216'AT MILEPOST 117.2.  IT IS 46.7 FEET SOUTH OF THE SOUTH RAIL OF THE
 RO0216'BURLINGTON NORTHERN RAILROAD, 32.4 FEET SOUTHEAST OF RAILROAD SIGN
 RO0216'STATION ONE MILE, 105 FEET SOUTHEAST OF RAILROAD MILEPOST 124, 103
 RO0216'FEET WEST OF DRIVEWAY, 166 FEET NORTHWEST OF NORTHWEST CORNER OF
 RO0216'ONE-STORY FRAME HOUSE, AND 1.2 FEET NORTH OF CORNER FENCE POST.  IT IS
 RO0216'0.7 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK IS CRIMPED ON TOP OF
 RO0216'A 5/8 INCH DIAMETER BY 48 FOOT LONG COPPER-COATED STEEL ROD (MAGNETIC)
 RO0216'DRIVEN FLUSH WITH THE GROUND.  ALL DISTANCES ARE WITH RESPECT TO
 RO0216'CENTERLINE UNLESS OTHERWISE SHOWN.  NE 1/4 SECTION 15, T 133N, R 29W.
 RO0216
 RO0216                          STATION RECOVERY (2000)
 RO0216
 RO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 RO0216'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 RO0216'TH 210 MP 117.35, NOT GPSABLE.
 RO0216
 RO0216                          STATION RECOVERY (2006)
 RO0216
 RO0216'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 RO0216'THE MARK IS AT BAXTER, 3.2 MILES (5.1 KM) WEST OF WEST JUNCTION OF
 RO0216'TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 371 AT BRAINERD, AT TRUNK HIGHWAY
 RO0216'210 MILE POINT 117.3,
 RO0216' 
 RO0216'46.7 FEET (14.2 M) SOUTH OF SOUTH RAIL OF RAILROAD, 32.4 FEET (9.9 M)
 RO0216'SOUTHEAST OF STATION 1 MILES (1.6 KM) SIGN, 105 FEET (32.0 M)
 RO0216'SOUTHEAST OF RAILROAD MILEPOST 124, 103 FEET (31.4 M) WEST OF DRIVEWAY
 RO0216'NUMBER 4445, 166 FEET (50.6 M) NORTHWEST OF THE NORTHWEST CORNER OF
 RO0216'HOUSE, 1.2 FEET (0.4 M) NORTH OF A FENCE CORNER, 0.7 FEET (21.3 CM)
 RO0216'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0215 ***********************************************************************
 RO0215  DESIGNATION -  1805 B
 RO0215  PID         -  RO0215
 RO0215  STATE/COUNTY-  MN/CROW WING
 RO0215  COUNTRY     -  US
 RO0215  USGS QUAD   -  BAXTER (1994)
 RO0215
 RO0215                         *CURRENT SURVEY CONTROL
 RO0215  ______________________________________________________________________
 RO0215* NAD 83(1986) POSITION- 46 20 38.     (N) 094 17 07.     (W)   SCALED    
 RO0215* NAVD 88 ORTHO HEIGHT -   368.141  (meters)    1207.81  (feet) ADJUSTED  
 RO0215  ______________________________________________________________________
 RO0215  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 RO0215  DYNAMIC HEIGHT  -        368.155 (meters)     1207.86  (feet) COMP
 RO0215  MODELED GRAVITY -    980,641.8   (mgal)                       NAVD 88
 RO0215
 RO0215  VERT ORDER      -  SECOND    CLASS 0
 RO0215
 RO0215.The horizontal coordinates were scaled from a topographic map and have
 RO0215.an estimated accuracy of +/- 6 seconds.
 RO0215.
 RO0215.The orthometric height was determined by differential leveling and
 RO0215.adjusted in June 1991.
 RO0215
 RO0215.The dynamic height is computed by dividing the NAVD 88
 RO0215.geopotential number by the normal gravity value computed on the
 RO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0215.degrees latitude (g = 980.6199 gals.).
 RO0215
 RO0215.The modeled gravity was interpolated from observed gravity values.
 RO0215
 RO0215;                    North         East    Units  Estimated Accuracy
 RO0215;SPC MN C     -   249,370.      797,280.      MT  (+/- 180 meters Scaled)
 RO0215
 RO0215                          SUPERSEDED SURVEY CONTROL
 RO0215
 RO0215  NGVD 29 (??/??/92)  367.956  (m)         1207.20   (f) ADJ UNCH    2 0
 RO0215
 RO0215.Superseded values are not recommended for survey control.
 RO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0215.See file dsdata.txt to determine how the superseded data were derived.
 RO0215
 RO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM010330(NAD 83)
 RO0215
 RO0215_MARKER: DD = SURVEY DISK
 RO0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0215_SP_SET: CONCRETE MAN-HOLE CASING
 RO0215_STAMPING: 1805 B 1973
 RO0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0215+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RO0215
 RO0215  HISTORY     - Date     Condition        Report By
 RO0215  HISTORY     - 1973     MONUMENTED       MNHD
 RO0215  HISTORY     - 20000601 MARK NOT FOUND   MNDT
 RO0215
 RO0215                          STATION DESCRIPTION
 RO0215
 RO0215'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0215'IN BAXTER.
 RO0215'THE MARK IS 2.1 MILES MEASURED WESTERLY ALONG TRUNK HIGHWAY 210 FROM
 RO0215'THE JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD)
 RO0215'AT BAXTER SCHOOL (MILEPOST 118.4).  IT IS 109 FEET NORTH OF TRUNK
 RO0215'HIGHWAY 210, 17 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 RO0215'EAST SECTION OF THE SCHOOL BUILDING (ONE-STORY BRICK), 60 FEET WEST OF
 RO0215'WEST EDGE OF 22 INCH WIDE SIDEWALK AT MAIN (SOUTH) ENTRANCE TO SCHOOL,
 RO0215'49 FEET WEST OF FLAG POLE AND 9 FEET NORTH WEST OF A POWER POLE. THE
 RO0215'MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 9 FOOT BY 11
 RO0215'FOOT CONCRETE MAN-HOLE CASING THAT IS 2 FEET LOWER THAN THE HIGHWAY.
 RO0215'SW 1/4 SECTION 12, T 133, R 29 W.
 RO0215
 RO0215                          STATION RECOVERY (2000)
 RO0215
 RO0215'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0214 ***********************************************************************
 RO0214  DESIGNATION -  1805 C
 RO0214  PID         -  RO0214
 RO0214  STATE/COUNTY-  MN/CROW WING
 RO0214  COUNTRY     -  US
 RO0214  USGS QUAD   -  BAXTER (1994)
 RO0214
 RO0214                         *CURRENT SURVEY CONTROL
 RO0214  ______________________________________________________________________
 RO0214* NAD 83(1986) POSITION- 46 21 00.     (N) 094 15 52.     (W)   SCALED    
 RO0214* NAVD 88 ORTHO HEIGHT -   368.579  (meters)    1209.25  (feet) ADJUSTED  
 RO0214  ______________________________________________________________________
 RO0214  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 RO0214  DYNAMIC HEIGHT  -        368.592 (meters)     1209.29  (feet) COMP
 RO0214  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 RO0214
 RO0214  VERT ORDER      -  SECOND    CLASS I
 RO0214
 RO0214.The horizontal coordinates were scaled from a topographic map and have
 RO0214.an estimated accuracy of +/- 6 seconds.
 RO0214.
 RO0214.The orthometric height was determined by differential leveling and
 RO0214.adjusted in June 1991.
 RO0214
 RO0214.The dynamic height is computed by dividing the NAVD 88
 RO0214.geopotential number by the normal gravity value computed on the
 RO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0214.degrees latitude (g = 980.6199 gals.).
 RO0214
 RO0214.The modeled gravity was interpolated from observed gravity values.
 RO0214
 RO0214;                    North         East    Units  Estimated Accuracy
 RO0214;SPC MN C     -   250,050.      798,890.      MT  (+/- 180 meters Scaled)
 RO0214
 RO0214                          SUPERSEDED SURVEY CONTROL
 RO0214
 RO0214  NGVD 29 (??/??/92)  368.394  (m)         1208.64   (f) ADJ UNCH    2 0
 RO0214
 RO0214.Superseded values are not recommended for survey control.
 RO0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0214.See file dsdata.txt to determine how the superseded data were derived.
 RO0214
 RO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM027337(NAD 83)
 RO0214
 RO0214_MARKER: DV = VERTICAL CONTROL DISK
 RO0214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0214_STAMPING: 1805 C 1973
 RO0214_MARK LOGO: MNHD  
 RO0214_PROJECTION: FLUSH
 RO0214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0214+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 RO0214
 RO0214  HISTORY     - Date     Condition        Report By
 RO0214  HISTORY     - 1973     MONUMENTED       MNHD
 RO0214  HISTORY     - 19910724 GOOD             MNDT
 RO0214  HISTORY     - 20000705 GOOD             MNDT
 RO0214  HISTORY     - 20060807 GOOD             USPSQD
 RO0214
 RO0214                          STATION DESCRIPTION
 RO0214
 RO0214'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0214'IN BAXTER.
 RO0214'THE MARK IS APPROXIMATELY 0.1 MILE NORTHEAST ALONG GLENWOOD DRIVE (OLD
 RO0214'TRUNK HIGHWAY 210) FROM ITS JUNCTION WITH TRUNK HIGHWAY 210 (MILEPOST
 RO0214'119.4) WHICH IS 1 MILE MEASURED WEST ALONG TRUNK HIGHWAY 210 FROM THE
 RO0214'JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST OF BRAINERD AT THE
 RO0214'PAUL BUNYAN CENTER).  IT IS NEAR THE JUNCTION OF GLENWOOD DRIVE
 RO0214'(NORTHEAST) AND ENGLEWOOD DRIVE (NORTH).  IT IS 35 FEET SOUTHEAST OF
 RO0214'GLENWOOD DRIVE, 94 FEET NORTHEAST OF ENGLEWOOD DRIVE, 1 FOOT SOUTHEAST
 RO0214'OF A RIGHT-OF-WAY POST, AND 121.8 FEET SOUTHWEST OF POWER POLE NUMBER
 RO0214'999.  IT IS 1.2 FEET WEST OF A STEEL WITNESS POST AND IS 2 FEET ABOVE
 RO0214'THE LEVEL OF THE STREET.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH
 RO0214'DIAMETER BY 26 FOOT LONG COPPER-COATED STEEL ROD (MAGNETIC) DRIVEN
 RO0214'FLUSH WITH THE GROUND.  NW 1/4 SECTION 7, T 133N, R 28W.
 RO0214
 RO0214                          STATION RECOVERY (1991)
 RO0214
 RO0214'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 RO0214'RECOVERED AS DESCRIBED.
 RO0214
 RO0214                          STATION RECOVERY (2000)
 RO0214
 RO0214'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 RO0214'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT BAXTER, 1.0
 RO0214'MI (1.6 KM) WAST ALONG TH 210 FROM WEST JCT OF TH 210 AND TH 371 TO
 RO0214'ENGLEWOOD DR NORTH, AT TH 210 MP 119.6, 0.05 MI (0.08 KM) NORTH ALONG
 RO0214'ENGLEWOOD DR NORTH, 0.05 MI (0.08 KM) EAST ALONG FAIRVIEW RD, 0.05 MI
 RO0214'(0.08 KM) NORTH ALONG MADELINE AVE NORTH, 0.05 MI (0.08 KM) EAST ALONG
 RO0214'GLENWOOD AVE, 7.2 FT (2.2 M) SW OF WATER HYDRANT, 80 FT (24.4 M) NORTH
 RO0214'OF FAIRVIEW DR, 71 FT (21.6 M) SOUTH OF GLENWOOD AVE 91.6 FT (27.9 M)
 RO0214'EAST OF MADELINE AVE NORTH, 0.1 MI (0.2 KM) NE OF TH 210, 1.1 FT (0.3
 RO0214'M) SE OF R/W POST, 121.8 FT (37.1 M) SW OF P-POLE, 0.9 FT (27.4 CM)
 RO0214'NNW OF WIT POST.
 RO0214
 RO0214                          STATION RECOVERY (2006)
 RO0214
 RO0214'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 RO0214'CLEARED OFF ABOUT 1 INCH OF DIRT
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0212 ***********************************************************************
 RO0212  DESIGNATION -  1805 D
 RO0212  PID         -  RO0212
 RO0212  STATE/COUNTY-  MN/CROW WING
 RO0212  COUNTRY     -  US
 RO0212  USGS QUAD   -  BRAINERD (1994)
 RO0212
 RO0212                         *CURRENT SURVEY CONTROL
 RO0212  ______________________________________________________________________
 RO0212* NAD 83(1986) POSITION- 46 21 08.     (N) 094 14 36.     (W)   SCALED    
 RO0212* NAVD 88 ORTHO HEIGHT -   364.991  (meters)    1197.47  (feet) ADJUSTED  
 RO0212  ______________________________________________________________________
 RO0212  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 RO0212  DYNAMIC HEIGHT  -        365.005 (meters)     1197.52  (feet) COMP
 RO0212  MODELED GRAVITY -    980,640.4   (mgal)                       NAVD 88
 RO0212
 RO0212  VERT ORDER      -  FIRST     CLASS II
 RO0212
 RO0212.The horizontal coordinates were scaled from a topographic map and have
 RO0212.an estimated accuracy of +/- 6 seconds.
 RO0212.
 RO0212.The orthometric height was determined by differential leveling and
 RO0212.adjusted in June 1991.
 RO0212
 RO0212.The dynamic height is computed by dividing the NAVD 88
 RO0212.geopotential number by the normal gravity value computed on the
 RO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0212.degrees latitude (g = 980.6199 gals.).
 RO0212
 RO0212.The modeled gravity was interpolated from observed gravity values.
 RO0212
 RO0212;                    North         East    Units  Estimated Accuracy
 RO0212;SPC MN C     -   250,290.      800,510.      MT  (+/- 180 meters Scaled)
 RO0212
 RO0212                          SUPERSEDED SURVEY CONTROL
 RO0212
 RO0212  NGVD 29 (??/??/92)  364.808  (m)         1196.87   (f) ADJ UNCH    1 2
 RO0212
 RO0212.Superseded values are not recommended for survey control.
 RO0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0212.See file dsdata.txt to determine how the superseded data were derived.
 RO0212
 RO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM043339(NAD 83)
 RO0212
 RO0212_MARKER: DD = SURVEY DISK
 RO0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0212_SP_SET: CONCRETE BASE
 RO0212_STAMPING: 1805 D 1973
 RO0212_MARK LOGO: MNDT  
 RO0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0212
 RO0212  HISTORY     - Date     Condition        Report By
 RO0212  HISTORY     - 1973     MONUMENTED       MNHD
 RO0212  HISTORY     - 1980     GOOD             NGS
 RO0212  HISTORY     - 19991130 MARK NOT FOUND   MNDT
 RO0212  HISTORY     - 20050322 MARK NOT FOUND   MNDT
 RO0212  HISTORY     - 20050322 MARK NOT FOUND   MNDT
 RO0212
 RO0212                          STATION DESCRIPTION
 RO0212
 RO0212'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0212'IN BAXTER.
 RO0212'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAYS 210 AND 371 (1 MILE WEST
 RO0212'OF BRAINERD) AND IS SET IN THE SOUTHEAST CORNER OF CONCRETE BASE OF
 RO0212'TRAFFIC LIGHT FOR WEST-BOUND TRUNK HIGHWAY 210.  IT IS 23.9 FEET NORTH
 RO0212'OF THE CENTERLINE OF WEST BOUND TRUNK HIGHWAY 210, 59.9 FT. WEST OF
 RO0212'THE CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 371 AND 4.7 FEET SOUTHEAST
 RO0212'OF THE SOUTHEAST CORNER OF METAL ELECTRICAL BOX.  NOTE-- IT IS ABOUT
 RO0212'LEVEL WITH TRUNK HIGHWAYS 210 AND 371.  NE 1/4 SECTION 7, T 133 N, R
 RO0212'28 W.
 RO0212
 RO0212                          STATION RECOVERY (1980)
 RO0212
 RO0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RO0212'3.4 KM (2.1 MI) WEST ALONG WASHINGTON STREET FROM THE JUNCTION OF
 RO0212'SIXTH STREET IN BRAINERD, IN THE SOUTHEAST CORNER OF THE CONCRETE BASE
 RO0212'OF A TRAFFIC LIGHT FOR THE WESTBOUND TRAFFIC ON STATE HIGHWAY 210, AT
 RO0212'A POINT WHERE STATE HIGHWAY 371 TURNS NORTH, 18.0 METERS (59.0 FT)
 RO0212'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF HIGHWAY 371,
 RO0212'7.0 METERS (23.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 210,
 RO0212'1.4 METERS (4.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL
 RO0212'ELECTRICAL BOX.
 RO0212'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
 RO0212
 RO0212                          STATION RECOVERY (1999)
 RO0212
 RO0212'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 RO0212'NOT FOUND.
 RO0212
 RO0212                          STATION RECOVERY (2005)
 RO0212
 RO0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RO0212'2.1 MILES WEST OF EAST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 RO0212'210 EAST AT BRAINERD, AT WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 RO0212'HIGHWAY 210 WEST AT BAXTER, IN SOUTHEAST CORNER OF BASE OF TRAFFIC
 RO0212'LIGHT, 59 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 371, 23 FEET NORTH OF
 RO0212'TRUNK HIGHWAY 210, 4.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 RO0212'ELECTRICAL BOX
 RO0212
 RO0212                          STATION RECOVERY (2005)
 RO0212
 RO0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RO0212'2.1 MILES WEST OF EAST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY
 RO0212'210 EAST AT BRAINERD, AT WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 RO0212'HIGHWAY 210 WEST AT BAXTER, IN SOUTHEAST CORNER OF BASE OF TRAFFIC
 RO0212'LIGHT, 59 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 371, 23 FEET NORTH OF
 RO0212'TRUNK HIGHWAY 210, 4.7 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 RO0212'ELECTRICAL BOX
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0211 ***********************************************************************
 RO0211  DESIGNATION -  1805 E
 RO0211  PID         -  RO0211
 RO0211  STATE/COUNTY-  MN/CROW WING
 RO0211  COUNTRY     -  US
 RO0211  USGS QUAD   -  BRAINERD (1994)
 RO0211
 RO0211                         *CURRENT SURVEY CONTROL
 RO0211  ______________________________________________________________________
 RO0211* NAD 83(1986) POSITION- 46 21 14.     (N) 094 13 48.     (W)   SCALED    
 RO0211* NAVD 88 ORTHO HEIGHT -   373.139  (meters)    1224.21  (feet) ADJUSTED  
 RO0211  ______________________________________________________________________
 RO0211  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 RO0211  DYNAMIC HEIGHT  -        373.153 (meters)     1224.25  (feet) COMP
 RO0211  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 RO0211
 RO0211  VERT ORDER      -  FIRST     CLASS II
 RO0211
 RO0211.The horizontal coordinates were scaled from a topographic map and have
 RO0211.an estimated accuracy of +/- 6 seconds.
 RO0211.
 RO0211.The orthometric height was determined by differential leveling and
 RO0211.adjusted in June 1991.
 RO0211
 RO0211.The dynamic height is computed by dividing the NAVD 88
 RO0211.geopotential number by the normal gravity value computed on the
 RO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0211.degrees latitude (g = 980.6199 gals.).
 RO0211
 RO0211.The modeled gravity was interpolated from observed gravity values.
 RO0211
 RO0211;                    North         East    Units  Estimated Accuracy
 RO0211;SPC MN C     -   250,480.      801,540.      MT  (+/- 180 meters Scaled)
 RO0211
 RO0211                          SUPERSEDED SURVEY CONTROL
 RO0211
 RO0211  NGVD 29 (??/??/92)  372.954  (m)         1223.60   (f) ADJ UNCH    1 2
 RO0211
 RO0211.Superseded values are not recommended for survey control.
 RO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0211.See file dsdata.txt to determine how the superseded data were derived.
 RO0211
 RO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM053341(NAD 83)
 RO0211
 RO0211_MARKER: DB = BENCH MARK DISK
 RO0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0211_SP_SET: BRIDGE
 RO0211_STAMPING: 1805 E 1973
 RO0211_MARK LOGO: MNDT  
 RO0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0211
 RO0211  HISTORY     - Date     Condition        Report By
 RO0211  HISTORY     - 1973     MONUMENTED       MNDT
 RO0211  HISTORY     - 1980     GOOD             NGS
 RO0211
 RO0211                          STATION DESCRIPTION
 RO0211
 RO0211'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0211'IN BAXTER.
 RO0211'THE MARK IS 0.6 MILE EAST OF THE JUNCTION OF TRUNK HIGHWAYS 210 AND
 RO0211'371 (1 MILE WEST OF BRAINERD AT THE PAUL BUNYON CENTER) IN THE
 RO0211'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 5478 (TRUNK HIGHWAYS 210 AND 371
 RO0211'EASTBOUND OVER THE BURLINGTON NORTHERN RAILROAD).  IT IS SET IN A
 RO0211'DRILL HOLE IN THE ABUTMENT OF THE BRIDGE, IS 3.4 FEET SOUTH OF NORTH
 RO0211'EDGE OF SOUTH CURB, AND IS 1 FOOT HIGHER THAN THE HIGHWAY.  NE 1/4
 RO0211'SECTION 8, T 133 N, R 28 W.
 RO0211
 RO0211                          STATION RECOVERY (1980)
 RO0211
 RO0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RO0211'3.2 KM (2.0 MI) WEST ALONG WASHINGTON STREET FROM THE JUNCTION OF
 RO0211'SIXTH STREET IN BRAINERD, IN THE SOUTH END OF THE EAST ABUTMENT OF
 RO0211'BRIDGE NUMBER 5478 OVER THE BURLINGTON NORTHERN RAILROAD, 1.1 METERS
 RO0211'(3.5 FT) SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF THE BRIDGE.
 RO0211'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0205 ***********************************************************************
 RO0205  DESIGNATION -  1805 G
 RO0205  PID         -  RO0205
 RO0205  STATE/COUNTY-  MN/CROW WING
 RO0205  COUNTRY     -  US
 RO0205  USGS QUAD   -  BRAINERD (1994)
 RO0205
 RO0205                         *CURRENT SURVEY CONTROL
 RO0205  ______________________________________________________________________
 RO0205* NAD 83(1986) POSITION- 46 21 29.     (N) 094 12 36.     (W)   SCALED    
 RO0205* NAVD 88 ORTHO HEIGHT -   366.092  (meters)    1201.09  (feet) ADJUSTED  
 RO0205  ______________________________________________________________________
 RO0205  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 RO0205  DYNAMIC HEIGHT  -        366.105 (meters)     1201.13  (feet) COMP
 RO0205  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 RO0205
 RO0205  VERT ORDER      -  FIRST     CLASS I
 RO0205
 RO0205.The horizontal coordinates were scaled from a topographic map and have
 RO0205.an estimated accuracy of +/- 6 seconds.
 RO0205.
 RO0205.The orthometric height was determined by differential leveling and
 RO0205.adjusted in June 1991.
 RO0205
 RO0205.The dynamic height is computed by dividing the NAVD 88
 RO0205.geopotential number by the normal gravity value computed on the
 RO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0205.degrees latitude (g = 980.6199 gals.).
 RO0205
 RO0205.The modeled gravity was interpolated from observed gravity values.
 RO0205
 RO0205;                    North         East    Units  Estimated Accuracy
 RO0205;SPC MN C     -   250,940.      803,080.      MT  (+/- 180 meters Scaled)
 RO0205
 RO0205                          SUPERSEDED SURVEY CONTROL
 RO0205
 RO0205  NGVD 29 (??/??/92)  365.893  (m)         1200.43   (f) ADJ UNCH    1 1
 RO0205
 RO0205.Superseded values are not recommended for survey control.
 RO0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0205.See file dsdata.txt to determine how the superseded data were derived.
 RO0205
 RO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM069345(NAD 83)
 RO0205
 RO0205_MARKER: DD = SURVEY DISK
 RO0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0205_SP_SET: SIDEWALK
 RO0205_STAMPING: 1805 G 1973
 RO0205_MARK LOGO: MNDT  
 RO0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0205
 RO0205  HISTORY     - Date     Condition        Report By
 RO0205  HISTORY     - 1973     MONUMENTED       MNDT
 RO0205  HISTORY     - 1976     GOOD             NGS
 RO0205  HISTORY     - 1980     GOOD             NGS
 RO0205
 RO0205                          STATION DESCRIPTION
 RO0205
 RO0205'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0205'IN BRAINERD.
 RO0205'THE MARK IS 6 BLOCKS WEST OF THE JUNCTION OF TRUNK HIGHWAY 210 AND 371
 RO0205'(WASHINGTON AVENUE AND NORTH 6TH STREET) IN BRAINERD IN THE SOUTHEAST
 RO0205'CORNER OF BRIDGE 5060 (TRUNK HIGHWAYS 210 AND 371 OVER THE MISSISSIPPI
 RO0205'RIVER).  IT IS 26.1 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAYS, 3
 RO0205'FEET SOUTH OF THE NORTH EDGE OF THE SOUTH SIDEWALK AND 0.6 FOOT WEST
 RO0205'OF EAST END OF THE BRIDGE.  IT IS SET IN A DRILL HOLE IN THE SIDEWALK
 RO0205'AND IS 1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS.  NE 1/4 SECTION 26, T
 RO0205'45 N, R 31 W 4 PM.
 RO0205
 RO0205                          STATION RECOVERY (1976)
 RO0205
 RO0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0205'AT BRAINERD, AT THE EAST END OF THE STATE HIGHWAY 210 BRIDGE OVER
 RO0205'THE MISSISSIPPI RIVER, 15.5 FT. SOUTH OF THE CENTER LINE OF THE
 RO0205'HIGHWAY, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE WALKWAY
 RO0205'0.6 FT. WEST OF THE EAST END OF THE WALKWAY.
 RO0205
 RO0205                          STATION RECOVERY (1980)
 RO0205
 RO0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RO0205'0.8 KM (0.5 MI) WEST ALONG WASHINGTON STREET FROM THE JUNCTION OF
 RO0205'SIXTH STREET IN BRAINERD, AT THE SOUTHEAST CORNER OF THE BRIDGE OVER
 RO0205'THE MISSISSIPPI RIVER, 8.0 METERS (26.1 FT) SOUTH OF THE CENTERLINE OF
 RO0205'THE STREET, 0.9 METER (3.0 FT) SOUTH OF THE NORTH EDGE OF THE
 RO0205'SIDEWALK, 0.2 METER (0.6 FT) WEST OF THE EAST END OF THE BRIDGE.
 RO0205'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5921 ***********************************************************************
 DG5921  DESIGNATION -  1805 H
 DG5921  PID         -  DG5921
 DG5921  STATE/COUNTY-  MN/CROW WING
 DG5921  COUNTRY     -  US
 DG5921  USGS QUAD   -  BRAINERD (1994)
 DG5921
 DG5921                         *CURRENT SURVEY CONTROL
 DG5921  ______________________________________________________________________
 DG5921* NAD 83(1986) POSITION- 46 21 29.57   (N) 094 12 36.23   (W)   HD_HELD1  
 DG5921* NAVD 88 ORTHO HEIGHT -   366.063  (meters)    1200.99  (feet) ADJUSTED  
 DG5921  ______________________________________________________________________
 DG5921  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DG5921  DYNAMIC HEIGHT  -        366.076 (meters)     1201.03  (feet) COMP
 DG5921  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5921
 DG5921  VERT ORDER      -  SECOND    CLASS I
 DG5921
 DG5921.The horizontal coordinates were established by differentially corrected
 DG5921.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG5921.
 DG5921.The orthometric height was determined by differential leveling and
 DG5921.adjusted in December 2004.
 DG5921
 DG5921.Photographs are available for this station.
 DG5921
 DG5921.The dynamic height is computed by dividing the NAVD 88
 DG5921.geopotential number by the normal gravity value computed on the
 DG5921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5921.degrees latitude (g = 980.6199 gals.).
 DG5921
 DG5921.The modeled gravity was interpolated from observed gravity values.
 DG5921
 DG5921;                    North         East    Units  Estimated Accuracy
 DG5921;SPC MN C     -   250,961.0     803,073.3     MT  (+/- 3 meters HH1 GPS) 
 DG5921
 DG5921                          SUPERSEDED SURVEY CONTROL
 DG5921
 DG5921.No superseded survey control is available for this station.
 DG5921
 DG5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0690834560(NAD 83)
 DG5921
 DG5921_MARKER: DV = VERTICAL CONTROL DISK
 DG5921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5921_SP_SET: BRIDGE ABUTMENT
 DG5921_STAMPING: 1805 H 2000
 DG5921_MARK LOGO: MNDT  
 DG5921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5921+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 DG5921
 DG5921  HISTORY     - Date     Condition        Report By
 DG5921  HISTORY     - 1984     MONUMENTED       MNDT
 DG5921  HISTORY     - 20000601 GOOD             MNDT
 DG5921  HISTORY     - 20060607 GOOD             MNDT
 DG5921
 DG5921                          STATION DESCRIPTION
 DG5921
 DG5921'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DG5921'IN BRAINERD, IN ABUTMENT AT NE COR OF TH 210 BRIDGE NO 5060 OVER
 DG5921'MISSISSIPPI RIVER, 20.0 FT (6.1 M) NORTH OF WB TH 210, NOT MAGNETIC.
 DG5921'DISK SET IN BRIDGE WHEN BUILT IN 1984, STAMPED 2000.
 DG5921
 DG5921                          STATION RECOVERY (2006)
 DG5921
 DG5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DG5921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5924 ***********************************************************************
 DG5924  DESIGNATION -  1805 J
 DG5924  PID         -  DG5924
 DG5924  STATE/COUNTY-  MN/CROW WING
 DG5924  COUNTRY     -  US
 DG5924  USGS QUAD   -  BRAINERD (1994)
 DG5924
 DG5924                         *CURRENT SURVEY CONTROL
 DG5924  ______________________________________________________________________
 DG5924* NAD 83(1986) POSITION- 46 21 28.50   (N) 094 12 44.88   (W)   HD_HELD1  
 DG5924* NAVD 88 ORTHO HEIGHT -   366.016  (meters)    1200.84  (feet) ADJUSTED  
 DG5924  ______________________________________________________________________
 DG5924  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DG5924  DYNAMIC HEIGHT  -        366.029 (meters)     1200.88  (feet) COMP
 DG5924  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5924
 DG5924  VERT ORDER      -  SECOND    CLASS I
 DG5924
 DG5924.The horizontal coordinates were established by differentially corrected
 DG5924.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG5924.
 DG5924.The orthometric height was determined by differential leveling and
 DG5924.adjusted in December 2004.
 DG5924
 DG5924.Photographs are available for this station.
 DG5924
 DG5924.The dynamic height is computed by dividing the NAVD 88
 DG5924.geopotential number by the normal gravity value computed on the
 DG5924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5924.degrees latitude (g = 980.6199 gals.).
 DG5924
 DG5924.The modeled gravity was interpolated from observed gravity values.
 DG5924
 DG5924;                    North         East    Units  Estimated Accuracy
 DG5924;SPC MN C     -   250,927.9     802,888.4     MT  (+/- 3 meters HH1 GPS) 
 DG5924
 DG5924                          SUPERSEDED SURVEY CONTROL
 DG5924
 DG5924.No superseded survey control is available for this station.
 DG5924
 DG5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0672334530(NAD 83)
 DG5924
 DG5924_MARKER: DV = VERTICAL CONTROL DISK
 DG5924_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5924_SP_SET: BRIDGE ABUTMENT
 DG5924_STAMPING: 1805 J 2000
 DG5924_MARK LOGO: MNDT  
 DG5924_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5924+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DG5924
 DG5924  HISTORY     - Date     Condition        Report By
 DG5924  HISTORY     - 1984     MONUMENTED       MNDT
 DG5924  HISTORY     - 20000601 GOOD             MNDT
 DG5924  HISTORY     - 20060612 GOOD             MNDT
 DG5924
 DG5924                          STATION DESCRIPTION
 DG5924
 DG5924'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5924'IN BRAINERD, IN ABUTMENT AT SW COR OF TH 210 BRIDGE NO 5060 OVER
 DG5924'MISSISSIPPI RIVER, 21.0 FT (6.4 M) SOUTH OF EB TH 210, NOT MAGNETIC.
 DG5924'DISK SET IN BRIDGE WHEN BUILT IN 1984, STAMPED 2000.
 DG5924
 DG5924                          STATION RECOVERY (2006)
 DG5924
 DG5924'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DG5924'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5922 ***********************************************************************
 DG5922  DESIGNATION -  1805 K
 DG5922  PID         -  DG5922
 DG5922  STATE/COUNTY-  MN/CROW WING
 DG5922  COUNTRY     -  US
 DG5922  USGS QUAD   -  BRAINERD (1994)
 DG5922
 DG5922                         *CURRENT SURVEY CONTROL
 DG5922  ______________________________________________________________________
 DG5922* NAD 83(1986) POSITION- 46 21 20.17   (N) 094 12 32.73   (W)   HD_HELD1  
 DG5922* NAVD 88 ORTHO HEIGHT -   370.425  (meters)    1215.30  (feet) ADJUSTED  
 DG5922  ______________________________________________________________________
 DG5922  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DG5922  DYNAMIC HEIGHT  -        370.438 (meters)     1215.35  (feet) COMP
 DG5922  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5922
 DG5922  VERT ORDER      -  SECOND    CLASS I
 DG5922
 DG5922.The horizontal coordinates were established by differentially corrected
 DG5922.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG5922.
 DG5922.The orthometric height was determined by differential leveling and
 DG5922.adjusted in December 2004.
 DG5922
 DG5922.Photographs are available for this station.
 DG5922
 DG5922.The dynamic height is computed by dividing the NAVD 88
 DG5922.geopotential number by the normal gravity value computed on the
 DG5922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5922.degrees latitude (g = 980.6199 gals.).
 DG5922
 DG5922.The modeled gravity was interpolated from observed gravity values.
 DG5922
 DG5922;                    North         East    Units  Estimated Accuracy
 DG5922;SPC MN C     -   250,670.9     803,148.3     MT  (+/- 3 meters HH1 GPS) 
 DG5922
 DG5922                          SUPERSEDED SURVEY CONTROL
 DG5922
 DG5922.No superseded survey control is available for this station.
 DG5922
 DG5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0697934268(NAD 83)
 DG5922
 DG5922_MARKER: DV = VERTICAL CONTROL DISK
 DG5922_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5922_SP_SET: BRIDGE RAILING
 DG5922_STAMPING: 1805 K 2000
 DG5922_MARK LOGO: MNDT  
 DG5922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5922+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 DG5922
 DG5922  HISTORY     - Date     Condition        Report By
 DG5922  HISTORY     - 1979     MONUMENTED       MNDT
 DG5922  HISTORY     - 20000601 GOOD             MNDT
 DG5922
 DG5922                          STATION DESCRIPTION
 DG5922
 DG5922'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DG5922'IN BRAINERD, IN RAILING AT SE COR OF LAURAL STREET BRIDGE NO 18509
 DG5922'OVER MISSISSIPPI RIVER IN THE CITY OF BRAINERD, NOT MAGNEITC, 32.3 FT
 DG5922'(9.8 M) SOUTH OF LAUREL ST. DISK SET IN BRIDGE WHEN BUILT IN 1979,
 DG5922'THEN STAMPED 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5923 ***********************************************************************
 DG5923  DESIGNATION -  1805 L
 DG5923  PID         -  DG5923
 DG5923  STATE/COUNTY-  MN/CROW WING
 DG5923  COUNTRY     -  US
 DG5923  USGS QUAD   -  BRAINERD (1994)
 DG5923
 DG5923                         *CURRENT SURVEY CONTROL
 DG5923  ______________________________________________________________________
 DG5923* NAD 83(1986) POSITION- 46 21 19.61   (N) 094 12 41.36   (W)   HD_HELD1  
 DG5923* NAVD 88 ORTHO HEIGHT -   370.419  (meters)    1215.28  (feet) ADJUSTED  
 DG5923  ______________________________________________________________________
 DG5923  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DG5923  DYNAMIC HEIGHT  -        370.432 (meters)     1215.33  (feet) COMP
 DG5923  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 DG5923
 DG5923  VERT ORDER      -  SECOND    CLASS I
 DG5923
 DG5923.The horizontal coordinates were established by differentially corrected
 DG5923.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG5923.
 DG5923.The orthometric height was determined by differential leveling and
 DG5923.adjusted in December 2004.
 DG5923
 DG5923.Photographs are available for this station.
 DG5923
 DG5923.The dynamic height is computed by dividing the NAVD 88
 DG5923.geopotential number by the normal gravity value computed on the
 DG5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5923.degrees latitude (g = 980.6199 gals.).
 DG5923
 DG5923.The modeled gravity was interpolated from observed gravity values.
 DG5923
 DG5923;                    North         East    Units  Estimated Accuracy
 DG5923;SPC MN C     -   250,653.5     802,963.8     MT  (+/- 3 meters HH1 GPS) 
 DG5923
 DG5923                          SUPERSEDED SURVEY CONTROL
 DG5923
 DG5923.No superseded survey control is available for this station.
 DG5923
 DG5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0679434254(NAD 83)
 DG5923
 DG5923_MARKER: DV = VERTICAL CONTROL DISK
 DG5923_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5923_SP_SET: BRIDGE RAILING
 DG5923_STAMPING: 1805 L 2000
 DG5923_MARK LOGO: MNDT  
 DG5923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5923+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 DG5923
 DG5923  HISTORY     - Date     Condition        Report By
 DG5923  HISTORY     - 1979     MONUMENTED       MNDT
 DG5923  HISTORY     - 20000601 GOOD             MNDT
 DG5923
 DG5923                          STATION DESCRIPTION
 DG5923
 DG5923'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DG5923'IN BRAINERD, IN RAILING AT NW COR OF LAURAL STREET BRIDGE NO 18509
 DG5923'OVER THE MISSISSIPPI RIVER, 32.7 FT (10.0 M) NORTH OF LAUREL ST, NOT
 DG5923'MAGNETIC. DISK SET IN BRIDGE WHEN BUILT IN 1979, STAMPED 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5925 ***********************************************************************
 DG5925  DESIGNATION -  1805 M
 DG5925  PID         -  DG5925
 DG5925  STATE/COUNTY-  MN/CROW WING
 DG5925  COUNTRY     -  US
 DG5925  USGS QUAD   -  BRAINERD (1994)
 DG5925
 DG5925                         *CURRENT SURVEY CONTROL
 DG5925  ______________________________________________________________________
 DG5925* NAD 83(1986) POSITION- 46 21 21.25   (N) 094 13 23.57   (W)   HD_HELD1  
 DG5925* NAVD 88 ORTHO HEIGHT -   361.861  (meters)    1187.21  (feet) ADJUSTED  
 DG5925  ______________________________________________________________________
 DG5925  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 DG5925  DYNAMIC HEIGHT  -        361.874 (meters)     1187.25  (feet) COMP
 DG5925  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 DG5925
 DG5925  VERT ORDER      -  SECOND    CLASS I
 DG5925
 DG5925.The horizontal coordinates were established by differentially corrected
 DG5925.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG5925.
 DG5925.The orthometric height was determined by differential leveling and
 DG5925.adjusted in December 2004.
 DG5925
 DG5925.Photographs are available for this station.
 DG5925
 DG5925.The dynamic height is computed by dividing the NAVD 88
 DG5925.geopotential number by the normal gravity value computed on the
 DG5925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5925.degrees latitude (g = 980.6199 gals.).
 DG5925
 DG5925.The modeled gravity was interpolated from observed gravity values.
 DG5925
 DG5925;                    North         East    Units  Estimated Accuracy
 DG5925;SPC MN C     -   250,703.7     802,061.4     MT  (+/- 3 meters HH1 GPS) 
 DG5925
 DG5925                          SUPERSEDED SURVEY CONTROL
 DG5925
 DG5925.No superseded survey control is available for this station.
 DG5925
 DG5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0589334318(NAD 83)
 DG5925
 DG5925_MARKER: DD = SURVEY DISK
 DG5925_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5925_SP_SET: FOOTING
 DG5925_STAMPING: 1805 M 2000
 DG5925_MARK LOGO: MNDT  
 DG5925_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5925+STABILITY: SURFACE MOTION
 DG5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5925+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2006
 DG5925
 DG5925  HISTORY     - Date     Condition        Report By
 DG5925  HISTORY     - 2000     MONUMENTED       MNDT
 DG5925  HISTORY     - 20000601 GOOD             MNDT
 DG5925  HISTORY     - 20060612 GOOD             MNDT
 DG5925
 DG5925                          STATION DESCRIPTION
 DG5925
 DG5925'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DG5925'AT BRAINERD/BAXTER CITY LIMITS, 1.1 MI (1.8 KM) EAST ALONG TH 210 AND
 DG5925'TH 371 FROM WEST JCT OF TH 210 AND TH 371, TO TH 371 MP 121.6, THENCE
 DG5925'0.05 MI (0.08 KM) NORTH ON 8TH ST NW, THENCE 0.05 MI (0.08 KM) WEST ON
 DG5925'FRONTAGE RD, 87.5 FT (26.7 M) NORTH OF TH 210 AND TH 371, 36 FT (11.0
 DG5925'M) NORTH OF FRONTAGE RD, 37.8 FT (11.5 M) ENE OF CABLE PEDESTAL NO
 DG5925'152, 1.3 FT (0.4 M) SOUTH OF SOUTH LEG OF WEST GATE MALL SIGN.
 DG5925
 DG5925                          STATION RECOVERY (2006)
 DG5925
 DG5925'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DG5925'RECOVERED AS DESCRIBED.  BURIED 1 FT (0.3 M)DEEP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8751 ***********************************************************************
 DF8751  DESIGNATION -  1805 N
 DF8751  PID         -  DF8751
 DF8751  STATE/COUNTY-  MN/CROW WING
 DF8751  COUNTRY     -  US
 DF8751  USGS QUAD   -  BRAINERD (1994)
 DF8751
 DF8751                         *CURRENT SURVEY CONTROL
 DF8751  ______________________________________________________________________
 DF8751* NAD 83(2007) POSITION- 46 21 14.73187(N) 094 14 20.54592(W)   ADJUSTED  
 DF8751* NAD 83(2007) ELLIP HT-   338.145 (meters)        (02/10/07)   ADJUSTED
 DF8751* NAD 83(2007) EPOCH   -  2002.00
 DF8751* NAVD 88 ORTHO HEIGHT -   365.382  (meters)    1198.76  (feet) ADJUSTED  
 DF8751  ______________________________________________________________________
 DF8751  NAD 83(2007) X  -   -325,988.796 (meters)                     COMP
 DF8751  NAD 83(2007) Y  - -4,398,091.986 (meters)                     COMP
 DF8751  NAD 83(2007) Z  -  4,592,745.653 (meters)                     COMP
 DF8751  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC09
 DF8751  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DF8751  DYNAMIC HEIGHT  -        365.396 (meters)     1198.80  (feet) COMP
 DF8751  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 DF8751
 DF8751  VERT ORDER      -  SECOND    CLASS I
 DF8751
 DF8751  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8751  Type                                         Horiz  Ellip  Dist(km)
 DF8751  -------------------------------------------------------------------
 DF8751  NETWORK                                       0.60   0.69
 DF8751  -------------------------------------------------------------------
 DF8751  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.53   0.57      1.20
 DF8751  -------------------------------------------------------------------
 DF8751  NOTE: Click here for information on individual local accuracy
 DF8751  values and other accuracy information.
 DF8751
 DF8751
 DF8751.The horizontal coordinates were established by GPS observations
 DF8751.and adjusted by the National Geodetic Survey in February 2007.
 DF8751
 DF8751.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8751.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8751
 DF8751.The horizontal coordinates are valid at the epoch date displayed above
 DF8751.which is a decimal equivalence of Year/Month/Day.
 DF8751
 DF8751.The orthometric height was determined by differential leveling and
 DF8751.adjusted in December 2004.
 DF8751
 DF8751.Photographs are available for this station.
 DF8751
 DF8751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8751
 DF8751.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8751
 DF8751.The ellipsoidal height was determined by GPS observations
 DF8751.and is referenced to NAD 83.
 DF8751
 DF8751.The dynamic height is computed by dividing the NAVD 88
 DF8751.geopotential number by the normal gravity value computed on the
 DF8751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8751.degrees latitude (g = 980.6199 gals.).
 DF8751
 DF8751.The modeled gravity was interpolated from observed gravity values.
 DF8751
 DF8751. The following values were computed from the NAD 83(2007) position.
 DF8751
 DF8751;                    North         East     Units Scale Factor Converg.
 DF8751;SPC MN C     -   250,502.208   800,843.459   MT  0.99992208   +0 00 28.5
 DF8751;SPC MN C     -   821,855.99  2,627,433.92   sFT  0.99992208   +0 00 28.5
 DF8751;UTM  15      - 5,134,136.711   404,672.410   MT  0.99971170   -0 53 48.0
 DF8751
 DF8751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8751!SPC MN C     -   0.99994699  x   0.99992208  =   0.99986908
 DF8751!UTM  15      -   0.99994699  x   0.99971170  =   0.99965871
 DF8751
 DF8751:                Primary Azimuth Mark                     Grid Az
 DF8751:SPC MN C     -  LAMP                                     220 51 45.6
 DF8751:UTM  15      -  LAMP                                     221 46 02.1
 DF8751
 DF8751|---------------------------------------------------------------------|
 DF8751| PID    Reference Object                     Distance      Geod. Az  |
 DF8751|                                                           dddmmss.s |
 DF8751| RO0840 LAMP                                404.679 METERS 2205214.1 |
 DF8751|---------------------------------------------------------------------|
 DF8751
 DF8751                          SUPERSEDED SURVEY CONTROL
 DF8751
 DF8751  NAD 83(1996)-  46 21 14.73161(N)    094 14 20.54523(W) AD(       ) 1
 DF8751  ELLIP H (10/22/03)  338.175  (m)                       GP(       ) 4 1
 DF8751  NAVD 88 (10/22/03)  365.38   (m)         1198.8    (f) LEVELING    3  
 DF8751
 DF8751.Superseded values are not recommended for survey control.
 DF8751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8751.See file dsdata.txt to determine how the superseded data were derived.
 DF8751
 DF8751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0467234136(NAD 83)
 DF8751
 DF8751_MARKER: DD = SURVEY DISK
 DF8751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8751_STAMPING: 1805 N 2000
 DF8751_MARK LOGO: MNDT  
 DF8751_PROJECTION: RECESSED 8 CENTIMETERS
 DF8751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8751+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 DF8751_ROD/PIPE-DEPTH: 15.2 meters
 DF8751
 DF8751  HISTORY     - Date     Condition        Report By
 DF8751  HISTORY     - 1999     MONUMENTED       MNDT
 DF8751  HISTORY     - 20000401 GOOD             MNDT
 DF8751  HISTORY     - 20000705 GOOD             MNDT
 DF8751  HISTORY     - 20050907 GOOD             MNDT
 DF8751  HISTORY     - 20060612 GOOD             MNDT
 DF8751  HISTORY     - 20060807 GOOD             USPSQD
 DF8751
 DF8751                          STATION DESCRIPTION
 DF8751
 DF8751'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8751'0.2 MI (0.3 KM) EAST ALONG TH 210 FROM THE JCT OF TH 371 IN BAXTER
 DF8751'THEN 0.10 MI (0.16 KM) NORTH ON GOLF COURSE DRIVE, 54 FT (16.5 M) EAST
 DF8751'OF GOLF COURSE DRIVE, 31.4 FT (9.6 M) NW OF NW CORNER OF TOWER
 DF8751'BUILDING NO B92405, 56.7 FT (17.3 M) SW OF P-POLE, 43.7 FT (13.3 M)
 DF8751'WEST OF NW COR OF FENCE, 2.1 FT (0.6 M) EAST OF WIT POST, RECESSED 3
 DF8751'INCHES, MAGNETIC.
 DF8751
 DF8751                          STATION RECOVERY (2000)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 DF8751'IN BAXTER, 0.2 MI (0.3 KM) EAST ALONG TH 371 AND TH 210 FROM THE WEST
 DF8751'JCT OF TH 371 AND TH 210 IN BAXTER, THEN 0.10 MI (0.16 KM) NORTH ON
 DF8751'GOLF COURSE DRIVE, 54.0 FT (16.5 M) EAST OF GOLF COURSE DRIVE, 31.4 FT
 DF8751'(9.6 M) NW OF NW CORNER OF TOWER BUILDING NO B92405, 56.7 FT (17.3 M)
 DF8751'SW OF P-POLE, 43.7 FT (13.3 M) WEST OF NW COR OF FENCE, 2.1 FT (0.6 M)
 DF8751'EAST OF WIT POST, STA RECESSED 3 INCHES, MAGNETIC.
 DF8751
 DF8751                          STATION RECOVERY (2005)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF8751'IN BAXTER, 0.2 MILE EAST ALONG TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210
 DF8751'FROM THE WEST JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN
 DF8751'BAXTER, THEN 0.10 MILE NORTH ON GOLF COURSE DRIVE, 54 FEET EAST OF
 DF8751'GOLF COURSE DRIVE, 31.4 FEET NORTHWEST OF NORTHWEST CORNER OF TOWER
 DF8751'BUILDING NUMBER B92405, 56.7 FEET SOUTHWEST OF POWER POLE, 43.7 FEET
 DF8751'WEST OF NORTHWEST CORNER OF FENCE, 2.1 FEET EAST OF WITNESS POST
 DF8751
 DF8751                          STATION RECOVERY (2006)
 DF8751
 DF8751'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DF8751'RECOVERED AS DESCRIBED.
 DF8751
 DF8751                          STATION RECOVERY (2006)
 DF8751
 DF8751'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 DF8751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8752 ***********************************************************************
 DF8752  DESIGNATION -  1805 Q
 DF8752  PID         -  DF8752
 DF8752  STATE/COUNTY-  MN/CROW WING
 DF8752  COUNTRY     -  US
 DF8752  USGS QUAD   -  BAXTER (1994)
 DF8752
 DF8752                         *CURRENT SURVEY CONTROL
 DF8752  ______________________________________________________________________
 DF8752* NAD 83(2007) POSITION- 46 20 49.93639(N) 094 16 18.29425(W)   ADJUSTED  
 DF8752* NAD 83(2007) ELLIP HT-   340.454 (meters)        (02/10/07)   ADJUSTED
 DF8752* NAD 83(2007) EPOCH   -  2002.00
 DF8752* NAVD 88 ORTHO HEIGHT -   367.651  (meters)    1206.20  (feet) ADJUSTED  
 DF8752  ______________________________________________________________________
 DF8752  NAD 83(2007) X  -   -328,540.823 (meters)                     COMP
 DF8752  NAD 83(2007) Y  - -4,398,459.238 (meters)                     COMP
 DF8752  NAD 83(2007) Z  -  4,592,218.834 (meters)                     COMP
 DF8752  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC09
 DF8752  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DF8752  DYNAMIC HEIGHT  -        367.665 (meters)     1206.25  (feet) COMP
 DF8752  MODELED GRAVITY -    980,641.3   (mgal)                       NAVD 88
 DF8752
 DF8752  VERT ORDER      -  SECOND    CLASS I
 DF8752
 DF8752  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8752  Type                                         Horiz  Ellip  Dist(km)
 DF8752  -------------------------------------------------------------------
 DF8752  NETWORK                                       0.67   0.78
 DF8752  -------------------------------------------------------------------
 DF8752  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.65      2.12
 DF8752  -------------------------------------------------------------------
 DF8752  NOTE: Click here for information on individual local accuracy
 DF8752  values and other accuracy information.
 DF8752
 DF8752
 DF8752.The horizontal coordinates were established by GPS observations
 DF8752.and adjusted by the National Geodetic Survey in February 2007.
 DF8752
 DF8752.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8752.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8752
 DF8752.The horizontal coordinates are valid at the epoch date displayed above
 DF8752.which is a decimal equivalence of Year/Month/Day.
 DF8752
 DF8752.The orthometric height was determined by differential leveling and
 DF8752.adjusted in December 2004.
 DF8752
 DF8752.Photographs are available for this station.
 DF8752
 DF8752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8752
 DF8752.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8752
 DF8752.The ellipsoidal height was determined by GPS observations
 DF8752.and is referenced to NAD 83.
 DF8752
 DF8752.The dynamic height is computed by dividing the NAVD 88
 DF8752.geopotential number by the normal gravity value computed on the
 DF8752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8752.degrees latitude (g = 980.6199 gals.).
 DF8752
 DF8752.The modeled gravity was interpolated from observed gravity values.
 DF8752
 DF8752. The following values were computed from the NAD 83(2007) position.
 DF8752
 DF8752;                    North         East     Units Scale Factor Converg.
 DF8752;SPC MN C     -   249,736.822   798,325.996   MT  0.99992205   -0 00 56.6
 DF8752;SPC MN C     -   819,344.89  2,619,174.54   sFT  0.99992205   -0 00 56.6
 DF8752;UTM  15      - 5,133,411.313   402,143.703   MT  0.99971771   -0 55 12.8
 DF8752
 DF8752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8752!SPC MN C     -   0.99994663  x   0.99992205  =   0.99986869
 DF8752!UTM  15      -   0.99994663  x   0.99971771  =   0.99966436
 DF8752
 DF8752:                Primary Azimuth Mark                     Grid Az
 DF8752:SPC MN C     -  1805 R                                   249 38 57.7
 DF8752:UTM  15      -  1805 R                                   250 33 13.9
 DF8752
 DF8752|---------------------------------------------------------------------|
 DF8752| PID    Reference Object                     Distance      Geod. Az  |
 DF8752|                                                           dddmmss.s |
 DF8752| DF8753 1805 R                              APPROX. 1.3 KM 2493801.1 |
 DF8752|---------------------------------------------------------------------|
 DF8752
 DF8752                          SUPERSEDED SURVEY CONTROL
 DF8752
 DF8752  NAD 83(1996)-  46 20 49.93610(N)    094 16 18.29352(W) AD(       ) 1
 DF8752  ELLIP H (10/22/03)  340.487  (m)                       GP(       ) 4 1
 DF8752  NAVD 88 (10/22/03)  367.65   (m)         1206.2    (f) LEVELING    3  
 DF8752
 DF8752.Superseded values are not recommended for survey control.
 DF8752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8752.See file dsdata.txt to determine how the superseded data were derived.
 DF8752
 DF8752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0214333411(NAD 83)
 DF8752
 DF8752_MARKER: DD = SURVEY DISK
 DF8752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8752_STAMPING: 1805 Q 2000
 DF8752_MARK LOGO: MNDT  
 DF8752_PROJECTION: RECESSED 10 CENTIMETERS
 DF8752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8752+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2000
 DF8752_ROD/PIPE-DEPTH:  9.1 meters
 DF8752
 DF8752  HISTORY     - Date     Condition        Report By
 DF8752  HISTORY     - 1999     MONUMENTED       MNDT
 DF8752  HISTORY     - 20000401 GOOD             MNDT
 DF8752  HISTORY     - 20000705 GOOD             MNDT
 DF8752
 DF8752                          STATION DESCRIPTION
 DF8752
 DF8752'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8752'0.80 MI (1.29 KM) NE ALONG TH 210 FROM JCT OF CO RD 48 IN BAXTER, AT
 DF8752'TH 210 MP 119.2, 252 FT (76.8 M) SE OF EB TH 210 45.8 FT (14.0 M)
 DF8752'NORTH OF RR TRACKS, 66 FT (20.1 M) NE OF KNOLLWOOD DRIVE, 2.5 FT (0.8
 DF8752'M) NE OF WIT POST, RECESSED 4 INCHES.
 DF8752
 DF8752                          STATION RECOVERY (2000)
 DF8752
 DF8752'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 DF8752'IN BAXTER, 0.80 MI (1.29 KM) NE ALONG TH 210 FROM JCT OF TH 210 AND CO
 DF8752'RD 48 IN BAXTER, AT TH 210 MP 119.2, 252.0 FT (76.8 M) SE OF EB TH
 DF8752'210, 45.8 FT (14.0 M) NORTH OF NORTH RAIL OF RR TRACKS, 66.0 FT (20.1
 DF8752'M) (20.1 M NE OF KNOLLWOOD DRIVE, 2.5 FT (0.8 M) NE OF WIT POST, STA
 DF8752'RECESSED 4 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8753 ***********************************************************************
 DF8753  DESIGNATION -  1805 R
 DF8753  PID         -  DF8753
 DF8753  STATE/COUNTY-  MN/CROW WING
 DF8753  COUNTRY     -  US
 DF8753  USGS QUAD   -  BAXTER (1994)
 DF8753
 DF8753                         *CURRENT SURVEY CONTROL
 DF8753  ______________________________________________________________________
 DF8753* NAD 83(2007) POSITION- 46 20 34.84211(N) 094 17 16.98850(W)   ADJUSTED  
 DF8753* NAD 83(2007) ELLIP HT-   341.046 (meters)        (02/10/07)   ADJUSTED
 DF8753* NAD 83(2007) EPOCH   -  2002.00
 DF8753* NAVD 88 ORTHO HEIGHT -   368.218  (meters)    1208.06  (feet) ADJUSTED  
 DF8753  ______________________________________________________________________
 DF8753  NAD 83(2007) X  -   -329,817.671 (meters)                     COMP
 DF8753  NAD 83(2007) Y  - -4,398,702.260 (meters)                     COMP
 DF8753  NAD 83(2007) Z  -  4,591,897.511 (meters)                     COMP
 DF8753  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC09
 DF8753  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF8753  DYNAMIC HEIGHT  -        368.232 (meters)     1208.11  (feet) COMP
 DF8753  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DF8753
 DF8753  VERT ORDER      -  SECOND    CLASS I
 DF8753
 DF8753  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8753  Type                                         Horiz  Ellip  Dist(km)
 DF8753  -------------------------------------------------------------------
 DF8753  NETWORK                                       0.64   0.76
 DF8753  -------------------------------------------------------------------
 DF8753  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.59   0.65      2.80
 DF8753  -------------------------------------------------------------------
 DF8753  NOTE: Click here for information on individual local accuracy
 DF8753  values and other accuracy information.
 DF8753
 DF8753
 DF8753.The horizontal coordinates were established by GPS observations
 DF8753.and adjusted by the National Geodetic Survey in February 2007.
 DF8753
 DF8753.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8753.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8753
 DF8753.The horizontal coordinates are valid at the epoch date displayed above
 DF8753.which is a decimal equivalence of Year/Month/Day.
 DF8753
 DF8753.The orthometric height was determined by differential leveling and
 DF8753.adjusted in December 2004.
 DF8753
 DF8753.Photographs are available for this station.
 DF8753
 DF8753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8753
 DF8753.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8753
 DF8753.The ellipsoidal height was determined by GPS observations
 DF8753.and is referenced to NAD 83.
 DF8753
 DF8753.The dynamic height is computed by dividing the NAVD 88
 DF8753.geopotential number by the normal gravity value computed on the
 DF8753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8753.degrees latitude (g = 980.6199 gals.).
 DF8753
 DF8753.The modeled gravity was interpolated from observed gravity values.
 DF8753
 DF8753. The following values were computed from the NAD 83(2007) position.
 DF8753
 DF8753;                    North         East     Units Scale Factor Converg.
 DF8753;SPC MN C     -   249,271.263   797,070.835   MT  0.99992203   -0 01 39.1
 DF8753;SPC MN C     -   817,817.47  2,615,056.56   sFT  0.99992203   -0 01 39.1
 DF8753;UTM  15      - 5,132,965.715   400,881.605   MT  0.99972076   -0 55 55.1
 DF8753
 DF8753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8753!SPC MN C     -   0.99994654  x   0.99992203  =   0.99986857
 DF8753!UTM  15      -   0.99994654  x   0.99972076  =   0.99966731
 DF8753
 DF8753:                Primary Azimuth Mark                     Grid Az
 DF8753:SPC MN C     -  1805 Q                                   069 38 57.7
 DF8753:UTM  15      -  1805 Q                                   070 33 13.7
 DF8753
 DF8753|---------------------------------------------------------------------|
 DF8753| PID    Reference Object                     Distance      Geod. Az  |
 DF8753|                                                           dddmmss.s |
 DF8753| DF8752 1805 Q                              APPROX. 1.3 KM 0693718.6 |
 DF8753|---------------------------------------------------------------------|
 DF8753
 DF8753                          SUPERSEDED SURVEY CONTROL
 DF8753
 DF8753  NAD 83(1996)-  46 20 34.84180(N)    094 17 16.98777(W) AD(       ) 1
 DF8753  ELLIP H (10/22/03)  341.078  (m)                       GP(       ) 4 1
 DF8753  NAVD 88 (10/22/03)  368.22   (m)         1208.1    (f) LEVELING    3  
 DF8753
 DF8753.Superseded values are not recommended for survey control.
 DF8753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8753.See file dsdata.txt to determine how the superseded data were derived.
 DF8753
 DF8753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0088132965(NAD 83)
 DF8753
 DF8753_MARKER: DD = SURVEY DISK
 DF8753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8753_STAMPING: 1805 R 2000
 DF8753_MARK LOGO: MNDT  
 DF8753_PROJECTION: RECESSED 8 CENTIMETERS
 DF8753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8753+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 DF8753_ROD/PIPE-DEPTH: 16.8 meters
 DF8753
 DF8753  HISTORY     - Date     Condition        Report By
 DF8753  HISTORY     - 1999     MONUMENTED       MNDT
 DF8753  HISTORY     - 20000401 GOOD             MNDT
 DF8753  HISTORY     - 20000705 GOOD             MNDT
 DF8753  HISTORY     - 20060607 GOOD             MNDT
 DF8753
 DF8753                          STATION DESCRIPTION
 DF8753
 DF8753'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8753'0.05 MI (0.08 KM) SW ALONG TH 210 FROM JCT OF CO RD 48 IN BAXTER, AT
 DF8753'TH 210 MP 118.3, 64.5 FT (19.7 M) SE OF EB TH 210, 47.4 FT (14.4 M) NW
 DF8753'OF NORTH RAIL OF RR TRACKS, 48.0 FT (14.6 M) EAST OF CABLE SIGN POST,
 DF8753'350 FT (106.7 M) SW OF CO RD 48, 2.5 FT (0.8 M) NE OF WIT POST, STA
 DF8753'RECESSED 3 INCHES,
 DF8753
 DF8753                          STATION RECOVERY (2000)
 DF8753
 DF8753'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 DF8753'IN BAXTER, 0.05 MI (0.08 KM) SW ALONG TH 210 FROM JCT OF TH 210 AND CO
 DF8753'RD 48 IN BAXTER, AT TH 210 MP 118.3, 64.5 FT (19.7 M) SE OF EB TH 210,
 DF8753'47.4 FT (14.4 M) NW OF NORTH RAIL OF RR TRACKS, 48.0 FT (14.6 M) EAST
 DF8753'OF CABLE SIGN POST, 350 FT (106.7 M) SW OF CO RD 48, 2.5 FT (0.8 M) NE
 DF8753'OF WIT POST, STA RECESSED 3 INCHES, MAGNETIC.
 DF8753
 DF8753                          STATION RECOVERY (2006)
 DF8753
 DF8753'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (VC)
 DF8753'THE MARK IS IN BAXTER, 0.05 MILES (0.08 KM) SOUTHWEST ALONG TRUNK
 DF8753'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND COUNTY ROAD 48
 DF8753'IN BAXTER, AT TRUNK HIGHWAY 210 MILE POINT 118.3,
 DF8753' 
 DF8753'64.5 FEET (19.7 M) SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 210, 47.4 FEET
 DF8753'(14.4 M) NORTHWEST OF NORTH RAIL OF RAILROAD TRACKS, 48.0 FEET (14.6
 DF8753'M) EAST OF CABLE SIGN POST, 350 FEET (106.7 M) SOUTHWEST OF COUNTY
 DF8753'ROAD 48, 2.5 FEET (0.8 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5743 ***********************************************************************
 AI5743  DESIGNATION -  1806 A
 AI5743  PID         -  AI5743
 AI5743  STATE/COUNTY-  MN/CROW WING
 AI5743  COUNTRY     -  US
 AI5743  USGS QUAD   -  MERRIFIELD (1994)
 AI5743
 AI5743                         *CURRENT SURVEY CONTROL
 AI5743  ______________________________________________________________________
 AI5743* NAD 83(2007) POSITION- 46 22 38.79115(N) 094 09 09.74368(W)   ADJUSTED  
 AI5743* NAD 83(2007) ELLIP HT-   339.541 (meters)        (06/22/11)   ADJUSTED
 AI5743* NAD 83(2007) EPOCH   -  2002.00
 AI5743* NAVD 88 ORTHO HEIGHT -   366.887  (meters)    1203.70  (feet) ADJUSTED  
 AI5743  ______________________________________________________________________
 AI5743  NAD 83(2007) X  -   -319,225.360 (meters)                     COMP
 AI5743  NAD 83(2007) Y  - -4,396,705.451 (meters)                     COMP
 AI5743  NAD 83(2007) Z  -  4,594,537.808 (meters)                     COMP
 AI5743  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC09
 AI5743  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AI5743  DYNAMIC HEIGHT  -        366.900 (meters)     1203.74  (feet) COMP
 AI5743  MODELED GRAVITY -    980,640.7   (mgal)                       NAVD 88
 AI5743
 AI5743  HORZ ORDER      -  FIRST
 AI5743  VERT ORDER      -  SECOND    CLASS I
 AI5743  ELLP ORDER      -  THIRD     CLASS II
 AI5743
 AI5743.The horizontal coordinates were established by GPS observations
 AI5743.and adjusted by the National Geodetic Survey in June 2011.
 AI5743
 AI5743.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5743.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5743
 AI5743.The horizontal coordinates are valid at the epoch date displayed above
 AI5743.which is a decimal equivalence of Year/Month/Day.
 AI5743
 AI5743.The orthometric height was determined by differential leveling and
 AI5743.adjusted in August 2006.
 AI5743
 AI5743.Photographs are available for this station.
 AI5743
 AI5743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5743
 AI5743.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5743
 AI5743.The ellipsoidal height was determined by GPS observations
 AI5743.and is referenced to NAD 83.
 AI5743
 AI5743.The dynamic height is computed by dividing the NAVD 88
 AI5743.geopotential number by the normal gravity value computed on the
 AI5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5743.degrees latitude (g = 980.6199 gals.).
 AI5743
 AI5743.The modeled gravity was interpolated from observed gravity values.
 AI5743
 AI5743. The following values were computed from the NAD 83(2007) position.
 AI5743
 AI5743;                    North         East     Units Scale Factor Converg.
 AI5743;SPC MN C     -   253,102.072   807,484.676   MT  0.99992230   +0 04 13.4
 AI5743;SPC MN C     -   830,385.71  2,649,222.64   sFT  0.99992230   +0 04 13.4
 AI5743;UTM  15      - 5,136,630.842   411,352.393   MT  0.99969660   -0 50 04.2
 AI5743
 AI5743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5743!SPC MN C     -   0.99994678  x   0.99992230  =   0.99986908
 AI5743!UTM  15      -   0.99994678  x   0.99969660  =   0.99964339
 AI5743
 AI5743                          SUPERSEDED SURVEY CONTROL
 AI5743
 AI5743  NAD 83(1996)-  46 22 38.79088(N)    094 09 09.74298(W) AD(       ) 1
 AI5743  ELLIP H (03/21/07)  339.568  (m)                       GP(       ) 3 2
 AI5743  NAVD 88 (03/21/07)  366.89   (m)         1203.7    (f) LEVELING    3  
 AI5743  NAVD 88 (09/27/00)  366.882  (m)         1203.68   (f) SUPERSEDED  2 1
 AI5743
 AI5743.Superseded values are not recommended for survey control.
 AI5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5743.See file dsdata.txt to determine how the superseded data were derived.
 AI5743
 AI5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1135236630(NAD 83)
 AI5743
 AI5743_MARKER: DD = SURVEY DISK
 AI5743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5743_STAMPING: 1806 A 1994
 AI5743_MARK LOGO: MNDT  
 AI5743_PROJECTION: FLUSH
 AI5743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5743+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AI5743_ROD/PIPE-DEPTH: 23.8 meters
 AI5743
 AI5743  HISTORY     - Date     Condition        Report By
 AI5743  HISTORY     - 1994     MONUMENTED       MNDT
 AI5743  HISTORY     - 20050401 GOOD             MNDT
 AI5743  HISTORY     - 20050913 GOOD             MNDT
 AI5743
 AI5743                          STATION DESCRIPTION
 AI5743
 AI5743'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5743'1.65 MI (2.66 KM) NE ALONG TH 210 FROM JCT TH 210 AND TH 25 ON EAST
 AI5743'EDGE OF BRAINERD, AT TH 210 MP 125.6, 81.9 FT (25.0 M) SE OF TH 210,
 AI5743'2.5 FT (0.8 M) NE OF P-POLE, 77.2 FT (23.5 M) NE OF TEL CABLE
 AI5743'PEDESTAL, 1.5 FT (0.5 M) SW OF WIT POST.
 AI5743
 AI5743                          STATION RECOVERY (2005)
 AI5743
 AI5743'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (FEL)
 AI5743'2 MILES NORTHEAST OF BRAINERD, 1.65 MILES NORTHEAST ALONG TRUNK
 AI5743'HIGHWAY 210 FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 25,
 AI5743'AT TRUNK HIGHWAY 210 MILEPOINT 125.6, 81.9 FEET SOUTHEAST OF TRUNK
 AI5743'HIGHWAY 210, 2.5 FEET NORTHEAST OF POWER POLE, 77.2 FEET NORTHEAST OF
 AI5743'TELEPHONE CABLE PEDESTAL, 1.5 FEET SOUTHWEST OF WITNESS POST.  THE
 AI5743'MARK IS A GEODETIC CONTROL MONUMENT DISK ON A 3/4 INCH THICK DRIVEN
 AI5743'ALUMINUM ROD 78 FEET LONG.
 AI5743
 AI5743                          STATION RECOVERY (2005)
 AI5743
 AI5743'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI5743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5741 ***********************************************************************
 AI5741  DESIGNATION -  1806 B
 AI5741  PID         -  AI5741
 AI5741  STATE/COUNTY-  MN/CROW WING
 AI5741  COUNTRY     -  US
 AI5741  USGS QUAD   -  RIVERTON (1973)
 AI5741
 AI5741                         *CURRENT SURVEY CONTROL
 AI5741  ______________________________________________________________________
 AI5741* NAD 83(2007) POSITION- 46 27 34.94229(N) 094 00 53.47609(W)   ADJUSTED  
 AI5741* NAD 83(2007) ELLIP HT-   349.786 (meters)        (06/22/11)   ADJUSTED
 AI5741* NAD 83(2007) EPOCH   -  2002.00
 AI5741* NAVD 88 ORTHO HEIGHT -   377.395  (meters)    1238.17  (feet) ADJUSTED  
 AI5741  ______________________________________________________________________
 AI5741  NAD 83(2007) X  -   -308,182.767 (meters)                     COMP
 AI5741  NAD 83(2007) Y  - -4,390,859.522 (meters)                     COMP
 AI5741  NAD 83(2007) Z  -  4,600,849.612 (meters)                     COMP
 AI5741  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC09
 AI5741  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 AI5741  DYNAMIC HEIGHT  -        377.411 (meters)     1238.22  (feet) COMP
 AI5741  MODELED GRAVITY -    980,643.4   (mgal)                       NAVD 88
 AI5741
 AI5741  HORZ ORDER      -  FIRST
 AI5741  VERT ORDER      -  SECOND    CLASS I
 AI5741  ELLP ORDER      -  THIRD     CLASS II
 AI5741
 AI5741.The horizontal coordinates were established by GPS observations
 AI5741.and adjusted by the National Geodetic Survey in June 2011.
 AI5741
 AI5741.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5741.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5741
 AI5741.The horizontal coordinates are valid at the epoch date displayed above
 AI5741.which is a decimal equivalence of Year/Month/Day.
 AI5741
 AI5741.The orthometric height was determined by differential leveling and
 AI5741.adjusted in August 2006.
 AI5741
 AI5741.Photographs are available for this station.
 AI5741
 AI5741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5741
 AI5741.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5741
 AI5741.The ellipsoidal height was determined by GPS observations
 AI5741.and is referenced to NAD 83.
 AI5741
 AI5741.The dynamic height is computed by dividing the NAVD 88
 AI5741.geopotential number by the normal gravity value computed on the
 AI5741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5741.degrees latitude (g = 980.6199 gals.).
 AI5741
 AI5741.The modeled gravity was interpolated from observed gravity values.
 AI5741
 AI5741. The following values were computed from the NAD 83(2007) position.
 AI5741
 AI5741;                    North         East     Units Scale Factor Converg.
 AI5741;SPC MN C     -   262,268.032   818,062.318   MT  0.99992439   +0 10 12.4
 AI5741;SPC MN C     -   860,457.70  2,683,926.12   sFT  0.99992439   +0 10 12.4
 AI5741;UTM  15      - 5,145,626.382   422,070.996   MT  0.99967465   -0 44 08.5
 AI5741
 AI5741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5741!SPC MN C     -   0.99994517  x   0.99992439  =   0.99986956
 AI5741!UTM  15      -   0.99994517  x   0.99967465  =   0.99961984
 AI5741
 AI5741                          SUPERSEDED SURVEY CONTROL
 AI5741
 AI5741  NAD 83(1996)-  46 27 34.94205(N)    094 00 53.47543(W) AD(       ) 1
 AI5741  ELLIP H (03/21/07)  349.804  (m)                       GP(       ) 3 2
 AI5741  NAVD 88 (03/21/07)  377.40   (m)         1238.2    (f) LEVELING    3  
 AI5741  NAVD 88 (09/27/00)  377.395  (m)         1238.17   (f) SUPERSEDED  2 1
 AI5741
 AI5741.Superseded values are not recommended for survey control.
 AI5741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5741.See file dsdata.txt to determine how the superseded data were derived.
 AI5741
 AI5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2207045626(NAD 83)
 AI5741
 AI5741_MARKER: DD = SURVEY DISK
 AI5741_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5741_STAMPING: 1806 B 1994
 AI5741_MARK LOGO: MNDT  
 AI5741_PROJECTION: RECESSED 3 CENTIMETERS
 AI5741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5741+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 AI5741_ROD/PIPE-DEPTH: 21.3 meters
 AI5741
 AI5741  HISTORY     - Date     Condition        Report By
 AI5741  HISTORY     - 1994     MONUMENTED       MNDT
 AI5741  HISTORY     - 20050401 GOOD             MNDT
 AI5741  HISTORY     - 20050914 GOOD             MNDT
 AI5741
 AI5741                          STATION DESCRIPTION
 AI5741
 AI5741'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AI5741'3.5 MI (5.6 KM) SW OF CROSBY, 3.5 MI (5.6 KM) WEST ALONG TH 210 FROM
 AI5741'JCT OF TH 210 AND TH 6 IN CROSBY, AT TH 210 MP 134.4, 62.8 FT (19.1 M)
 AI5741'SE OF TH 210, 93.0 FT (28.3 M) SW OF ENT, 2.4 FT (0.7 M) NE OF GUYED
 AI5741'P-POLE, 1.7 FT (0.5 M) SW OF WIT POST.
 AI5741
 AI5741                          STATION RECOVERY (2005)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (FAB)
 AI5741'3.5 MILES SOUTHWEST OF CROSBY, 3.5 MILES WEST ALONG TRUNK HIGHWAY 210
 AI5741'FROM JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY 6 IN CROSBY, AT
 AI5741'TRUNK HIGHWAY 210 MILEPOINT 134.4, 62.8 FEET SOUTHEAST OF TRUNK
 AI5741'HIGHWAY 210, 93 FEET SOUTHWEST OF DRIVEWAY NUMBER 18271, 2.4 MILES
 AI5741'NORTHEAST OF GUYED POWER POLE, 1.7 FEET SOUTHWEST OF WITNESS POST,
 AI5741'MARK IS MN/DOT ALUMINUM DISK ON 70.0 FEET LONG DRIVEN ALUMINUM ROD
 AI5741
 AI5741                          STATION RECOVERY (2005)
 AI5741
 AI5741'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI5741'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5740 ***********************************************************************
 AI5740  DESIGNATION -  1806 C
 AI5740  PID         -  AI5740
 AI5740  STATE/COUNTY-  MN/CROW WING
 AI5740  COUNTRY     -  US
 AI5740  USGS QUAD   -  CROSBY (1973)
 AI5740
 AI5740                         *CURRENT SURVEY CONTROL
 AI5740  ______________________________________________________________________
 AI5740* NAD 83(1986) POSITION- 46 28 42.3    (N) 093 57 32.1    (W)   HD_HELD2  
 AI5740* NAVD 88 ORTHO HEIGHT -   380.732  (meters)    1249.12  (feet) ADJUSTED  
 AI5740  ______________________________________________________________________
 AI5740  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 AI5740  DYNAMIC HEIGHT  -        380.748 (meters)     1249.17  (feet) COMP
 AI5740  MODELED GRAVITY -    980,645.0   (mgal)                       NAVD 88
 AI5740
 AI5740  VERT ORDER      -  SECOND    CLASS I
 AI5740
 AI5740.The horizontal coordinates were established by autonomous hand held GPS
 AI5740.observations and have an estimated accuracy of +/- 10 meters.
 AI5740.
 AI5740.The orthometric height was determined by differential leveling and
 AI5740.adjusted in August 2006.
 AI5740
 AI5740.Photographs are available for this station.
 AI5740
 AI5740.The dynamic height is computed by dividing the NAVD 88
 AI5740.geopotential number by the normal gravity value computed on the
 AI5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5740.degrees latitude (g = 980.6199 gals.).
 AI5740
 AI5740.The modeled gravity was interpolated from observed gravity values.
 AI5740
 AI5740;                    North         East    Units  Estimated Accuracy
 AI5740;SPC MN C     -   264,362.      822,351.      MT  (+/- 10 meters HH2 GPS)
 AI5740
 AI5740                          SUPERSEDED SURVEY CONTROL
 AI5740
 AI5740  NAVD 88 (09/27/00)  380.732  (m)         1249.12   (f) SUPERSEDED  2 1
 AI5740
 AI5740.Superseded values are not recommended for survey control.
 AI5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5740.See file dsdata.txt to determine how the superseded data were derived.
 AI5740
 AI5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2639147651(NAD 83)
 AI5740
 AI5740_MARKER: DD = SURVEY DISK
 AI5740_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI5740_SP_SET: CULVERT HEADWALL
 AI5740_STAMPING: 1806 C 1994
 AI5740_MARK LOGO: MNDT  
 AI5740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5740+STABILITY: SURFACE MOTION
 AI5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5740+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999
 AI5740
 AI5740  HISTORY     - Date     Condition        Report By
 AI5740  HISTORY     - 1994     MONUMENTED       MNDT
 AI5740  HISTORY     - 19990722 GOOD             MNDT
 AI5740
 AI5740                          STATION DESCRIPTION
 AI5740
 AI5740'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5740'IN CROSBY, IN HEADWALL AT SE COR OF BOX CULVERT OVER SERPENT CREEK,
 AI5740'0.2 5 MI (8.0 KM) SOUTH ALONG TH 210 FROM JCT OF TH 210 AND TH 6 IN
 AI5740'CROSBY TO TH 210 MP 137.6, THENCE 100 FT (30.5 M) NORTH ALONG BIT
 AI5740'DRIVE, THEN 100 FT (30.5 M) WEST ALONG ALLEYWAY, 9.0 FT (2.7 M) SOUTH
 AI5740'OF CENTER OF ALLEY, 87.0 FT (26.5 M) EAST OF P-POLE WITH TRANSFORMER,
 AI5740'32.5 FT (9.9 M) WEST OF P-POLE, 25.5 FT (7.8 M) NW OF 10 INCH SPRUCE
 AI5740'TREE, 1.5 FT (0.5 M) WEST OF EAST END OF SOUTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3384 ***********************************************************************
 DL3384  DESIGNATION -  1806 D
 DL3384  PID         -  DL3384
 DL3384  STATE/COUNTY-  MN/CROW WING
 DL3384  COUNTRY     -  US
 DL3384  USGS QUAD   -  RIVERTON (1973)
 DL3384
 DL3384                         *CURRENT SURVEY CONTROL
 DL3384  ______________________________________________________________________
 DL3384* NAD 83(1986) POSITION- 46 23 59.7    (N) 094 06 51.7    (W)   HD_HELD2  
 DL3384* NAVD 88 ORTHO HEIGHT -   373.527  (meters)    1225.48  (feet) ADJUSTED  
 DL3384  ______________________________________________________________________
 DL3384  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DL3384  DYNAMIC HEIGHT  -        373.542 (meters)     1225.53  (feet) COMP
 DL3384  MODELED GRAVITY -    980,642.4   (mgal)                       NAVD 88
 DL3384
 DL3384  VERT ORDER      -  SECOND    CLASS I
 DL3384
 DL3384.The horizontal coordinates were established by autonomous hand held GPS
 DL3384.observations and have an estimated accuracy of +/- 10 meters.
 DL3384.
 DL3384.The orthometric height was determined by differential leveling and
 DL3384.adjusted in July 2009.
 DL3384
 DL3384.The dynamic height is computed by dividing the NAVD 88
 DL3384.geopotential number by the normal gravity value computed on the
 DL3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3384.degrees latitude (g = 980.6199 gals.).
 DL3384
 DL3384.The modeled gravity was interpolated from observed gravity values.
 DL3384
 DL3384;                    North         East    Units  Estimated Accuracy
 DL3384;SPC MN C     -   255,604.      810,430.      MT  (+/- 10 meters HH2 GPS)
 DL3384
 DL3384                          SUPERSEDED SURVEY CONTROL
 DL3384
 DL3384.No superseded survey control is available for this station.
 DL3384
 DL3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1433639085(NAD 83)
 DL3384
 DL3384_MARKER: DD = SURVEY DISK
 DL3384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3384_STAMPING: 1806 D 2005
 DL3384_MARK LOGO: MNDT  
 DL3384_PROJECTION: FLUSH
 DL3384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3384+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 DL3384_ROD/PIPE-DEPTH: 13.4 meters
 DL3384
 DL3384  HISTORY     - Date     Condition        Report By
 DL3384  HISTORY     - 20050926 MONUMENTED       MNDT
 DL3384
 DL3384                          STATION DESCRIPTION
 DL3384
 DL3384'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3384'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF
 DL3384'MERRIFIELD, 5.1 MI (8.2 KM) SOUTHWEST OF RIVERTON AND 5.0 MI (8.0 KM)
 DL3384'NORTHEAST OF BRAINERD.  GO 4.15 MI (6.7 KM) NORTHWEST ALONG TRUNK
 DL3384'HIGHWAY 210 FROM THE JUNCTION OF TRUNK HIGHWAY 210 AND TRUNK HIGHWAY
 DL3384'25 IN BRAINERD, AT TRUNK HIGHWAY 210 MILE POINT 128.0, 59.9 FT (18.3
 DL3384'M) NORTHWEST OF TRUNK HIGHWAY 210, 49.2 FT (15.0 M) NORTHEAST OF
 DL3384'DRIVEWAY NUMBER 13500, 1.1 FT (0.3 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6941 ***********************************************************************
 AH6941  DESIGNATION -  1807 A
 AH6941  PID         -  AH6941
 AH6941  STATE/COUNTY-  MN/CROW WING
 AH6941  COUNTRY     -  US
 AH6941  USGS QUAD   -  CROSBY (1973)
 AH6941
 AH6941                         *CURRENT SURVEY CONTROL
 AH6941  ______________________________________________________________________
 AH6941* NAD 83(1986) POSITION- 46 29 13.     (N) 093 54 10.     (W)   SCALED    
 AH6941* NAVD 88 ORTHO HEIGHT -   387.867  (meters)    1272.53  (feet) ADJUSTED  
 AH6941  ______________________________________________________________________
 AH6941  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 AH6941  DYNAMIC HEIGHT  -        387.883 (meters)     1272.58  (feet) COMP
 AH6941  MODELED GRAVITY -    980,642.9   (mgal)                       NAVD 88
 AH6941
 AH6941  VERT ORDER      -  SECOND    CLASS I
 AH6941
 AH6941.The horizontal coordinates were scaled from a topographic map and have
 AH6941.an estimated accuracy of +/- 6 seconds.
 AH6941.
 AH6941.The orthometric height was determined by differential leveling and
 AH6941.adjusted in August 2006.
 AH6941
 AH6941.The dynamic height is computed by dividing the NAVD 88
 AH6941.geopotential number by the normal gravity value computed on the
 AH6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6941.degrees latitude (g = 980.6199 gals.).
 AH6941
 AH6941.The modeled gravity was interpolated from observed gravity values.
 AH6941
 AH6941;                    North         East    Units  Estimated Accuracy
 AH6941;SPC MN C     -   265,330.      826,660.      MT  (+/- 180 meters Scaled)
 AH6941
 AH6941                          SUPERSEDED SURVEY CONTROL
 AH6941
 AH6941  NAVD 88 (09/27/00)  387.867  (m)         1272.53   (f) SUPERSEDED  2 1
 AH6941
 AH6941.Superseded values are not recommended for survey control.
 AH6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6941.See file dsdata.txt to determine how the superseded data were derived.
 AH6941
 AH6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM307485(NAD 83)
 AH6941
 AH6941_MARKER: DD = SURVEY DISK
 AH6941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6941_STAMPING: 1807 A 1994
 AH6941_MARK LOGO: MNDT  
 AH6941_PROJECTION: RECESSED 3 CENTIMETERS
 AH6941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6941+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH6941_ROD/PIPE-DEPTH:  4.3 meters
 AH6941
 AH6941  HISTORY     - Date     Condition        Report By
 AH6941  HISTORY     - 1994     MONUMENTED       MNDT
 AH6941
 AH6941                          STATION DESCRIPTION
 AH6941
 AH6941'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6941'1 MI (1.6 KM) NORTH OF DEERWOOD, 1.5 MI (2.4 KM) NORTH ON TH 6/210
 AH6941'FROM THE WEST JCT OF TH 6 AND TH 210 IN DEERWOOD, AT TH 210 MP 140.7,
 AH6941'44 FT (13.4 M) NNE OF TH 6/210, 49.0 FT (14.9 M) SW OF A R/W POST, 2.8
 AH6941'FT (0.9 M) WNW OF A P-POLE, AND 1.4 FT (0.4 M) ESE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6942 ***********************************************************************
 AH6942  DESIGNATION -  1807 B
 AH6942  PID         -  AH6942
 AH6942  STATE/COUNTY-  MN/CROW WING
 AH6942  COUNTRY     -  US
 AH6942  USGS QUAD   -  CROSBY (1973)
 AH6942
 AH6942                         *CURRENT SURVEY CONTROL
 AH6942  ______________________________________________________________________
 AH6942* NAD 83(2007) POSITION- 46 29 29.95667(N) 093 55 21.09359(W)   ADJUSTED  
 AH6942* NAD 83(2007) ELLIP HT-   357.581 (meters)        (06/22/11)   ADJUSTED
 AH6942* NAD 83(2007) EPOCH   -  2002.00
 AH6942* NAVD 88 ORTHO HEIGHT -   385.288  (meters)    1264.07  (feet) ADJUSTED  
 AH6942  ______________________________________________________________________
 AH6942  NAD 83(2007) X  -   -300,930.985 (meters)                     COMP
 AH6942  NAD 83(2007) Y  - -4,388,786.620 (meters)                     COMP
 AH6942  NAD 83(2007) Z  -  4,603,301.121 (meters)                     COMP
 AH6942  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC09
 AH6942  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 AH6942  DYNAMIC HEIGHT  -        385.304 (meters)     1264.12  (feet) COMP
 AH6942  MODELED GRAVITY -    980,644.8   (mgal)                       NAVD 88
 AH6942
 AH6942  HORZ ORDER      -  FIRST
 AH6942  VERT ORDER      -  SECOND    CLASS I
 AH6942  ELLP ORDER      -  THIRD     CLASS II
 AH6942
 AH6942.The horizontal coordinates were established by GPS observations
 AH6942.and adjusted by the National Geodetic Survey in June 2011.
 AH6942
 AH6942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH6942.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH6942
 AH6942.The horizontal coordinates are valid at the epoch date displayed above
 AH6942.which is a decimal equivalence of Year/Month/Day.
 AH6942
 AH6942.The orthometric height was determined by differential leveling and
 AH6942.adjusted in August 2006.
 AH6942
 AH6942.Photographs are available for this station.
 AH6942
 AH6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH6942
 AH6942.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH6942
 AH6942.The ellipsoidal height was determined by GPS observations
 AH6942.and is referenced to NAD 83.
 AH6942
 AH6942.The dynamic height is computed by dividing the NAVD 88
 AH6942.geopotential number by the normal gravity value computed on the
 AH6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6942.degrees latitude (g = 980.6199 gals.).
 AH6942
 AH6942.The modeled gravity was interpolated from observed gravity values.
 AH6942
 AH6942. The following values were computed from the NAD 83(2007) position.
 AH6942
 AH6942;                    North         East     Units Scale Factor Converg.
 AH6942;SPC MN C     -   265,844.332   825,139.661   MT  0.99992576   +0 14 12.8
 AH6942;SPC MN C     -   872,190.95  2,707,145.70   sFT  0.99992576   +0 14 12.8
 AH6942;UTM  15      - 5,149,089.449   429,202.163   MT  0.99966161   -0 40 08.8
 AH6942
 AH6942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH6942!SPC MN C     -   0.99994395  x   0.99992576  =   0.99986971
 AH6942!UTM  15      -   0.99994395  x   0.99966161  =   0.99960558
 AH6942
 AH6942                          SUPERSEDED SURVEY CONTROL
 AH6942
 AH6942  NAD 83(1996)-  46 29 29.95647(N)    093 55 21.09310(W) AD(       ) 1
 AH6942  ELLIP H (03/21/07)  357.609  (m)                       GP(       ) 3 2
 AH6942  NAVD 88 (03/21/07)  385.29   (m)         1264.1    (f) LEVELING    3  
 AH6942  NAVD 88 (09/27/00)  385.288  (m)         1264.07   (f) SUPERSEDED  2 1
 AH6942
 AH6942.Superseded values are not recommended for survey control.
 AH6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6942.See file dsdata.txt to determine how the superseded data were derived.
 AH6942
 AH6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2920249089(NAD 83)
 AH6942
 AH6942_MARKER: DD = SURVEY DISK
 AH6942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6942_STAMPING: 1807 B 1994
 AH6942_MARK LOGO: MNDT  
 AH6942_PROJECTION: FLUSH
 AH6942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH6942+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 AH6942_ROD/PIPE-DEPTH: 16.8 meters
 AH6942
 AH6942  HISTORY     - Date     Condition        Report By
 AH6942  HISTORY     - 1994     MONUMENTED       MNDT
 AH6942  HISTORY     - 20050401 GOOD             MNDT
 AH6942  HISTORY     - 20050915 GOOD             MNDT
 AH6942  HISTORY     - 20051126 GOOD             USPSQD
 AH6942
 AH6942                          STATION DESCRIPTION
 AH6942
 AH6942'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6942'1.8 MI (2.9 KM) ENE OF DEERWOOD, 2.15 MI (3.46 KM) NORTH ON TH 6/210
 AH6942'FROM THE WEST JCT OF TH 6 AND TH 210 IN DEERWOOD, AT TH 210 MP 139.7,
 AH6942'66 FT (20.1 M) NNW OF TH 6/210, 12 FT (3.7 M) WSW OF A FIELD ENT,
 AH6942'107.8 FT (32.9 M) ENE OF A P-POLE, 8.1 FT (2.5 M) WSW OF THE WEST GATE
 AH6942'POST, 1.0 FT (0.3 M) SSE OF AN E-W FENCE LINE, AND 1.4 FT (0.4 M) ENE
 AH6942'OF A WIT POST.
 AH6942
 AH6942                          STATION RECOVERY (2005)
 AH6942
 AH6942'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (FAB)
 AH6942'2.15 MILES NORTH ON TRUNK HIGHWAY 6 TRUNK HIGHWAY 210 FROM THE WEST
 AH6942'JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 210 IN DEERWOOD, AT
 AH6942'TRUNK HIGHWAY 210 MILEPOINT 139.7, 66 FEET NORTH-NORTHWEST OF TRUNK
 AH6942'HIGHWAY 6 TRUNK HIGHWAY 210, 107.8 FEET EAST-NORTHEAST OF POWER POLE,
 AH6942'8.1 FEET WEST-SOUTHWEST OF WEST GATE POST, 1.0 FOOT SOUTH OF EAST-WEST
 AH6942'FENCELINE, 1.4 FEET EAST-NORTHEAST OF WITNESS POST
 AH6942
 AH6942                          STATION RECOVERY (2005)
 AH6942
 AH6942'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH6942'RECOVERED AS DESCRIBED.
 AH6942
 AH6942                          STATION RECOVERY (2005)
 AH6942
 AH6942'RECOVERY NOTE BY US POWER SQUADRON 2005 (TAG)
 AH6942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6943 ***********************************************************************
 AH6943  DESIGNATION -  1807 C
 AH6943  PID         -  AH6943
 AH6943  STATE/COUNTY-  MN/CROW WING
 AH6943  COUNTRY     -  US
 AH6943  USGS QUAD   -  CROSBY (1973)
 AH6943
 AH6943                         *CURRENT SURVEY CONTROL
 AH6943  ______________________________________________________________________
 AH6943* NAD 83(1986) POSITION- 46 29 04.     (N) 093 56 17.     (W)   SCALED    
 AH6943* NAVD 88 ORTHO HEIGHT -   386.427  (meters)    1267.80  (feet) ADJUSTED  
 AH6943  ______________________________________________________________________
 AH6943  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 AH6943  DYNAMIC HEIGHT  -        386.444 (meters)     1267.86  (feet) COMP
 AH6943  MODELED GRAVITY -    980,645.0   (mgal)                       NAVD 88
 AH6943
 AH6943  VERT ORDER      -  SECOND    CLASS I
 AH6943
 AH6943.The horizontal coordinates were scaled from a topographic map and have
 AH6943.an estimated accuracy of +/- 6 seconds.
 AH6943.
 AH6943.The orthometric height was determined by differential leveling and
 AH6943.adjusted in August 2006.
 AH6943
 AH6943.Photographs are available for this station.
 AH6943
 AH6943.The dynamic height is computed by dividing the NAVD 88
 AH6943.geopotential number by the normal gravity value computed on the
 AH6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6943.degrees latitude (g = 980.6199 gals.).
 AH6943
 AH6943.The modeled gravity was interpolated from observed gravity values.
 AH6943
 AH6943;                    North         East    Units  Estimated Accuracy
 AH6943;SPC MN C     -   265,040.      823,950.      MT  (+/- 180 meters Scaled)
 AH6943
 AH6943                          SUPERSEDED SURVEY CONTROL
 AH6943
 AH6943  NAVD 88 (09/27/00)  386.427  (m)         1267.80   (f) SUPERSEDED  2 1
 AH6943
 AH6943.Superseded values are not recommended for survey control.
 AH6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6943.See file dsdata.txt to determine how the superseded data were derived.
 AH6943
 AH6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM280483(NAD 83)
 AH6943
 AH6943_MARKER: DD = SURVEY DISK
 AH6943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH6943_STAMPING: 1807 C 1994
 AH6943_MARK LOGO: MNDT  
 AH6943_PROJECTION: FLUSH
 AH6943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6943+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AH6943_ROD/PIPE-DEPTH:  3.0 meters
 AH6943
 AH6943  HISTORY     - Date     Condition        Report By
 AH6943  HISTORY     - 1994     MONUMENTED       MNDT
 AH6943  HISTORY     - 20050915 GOOD             MNDT
 AH6943
 AH6943                          STATION DESCRIPTION
 AH6943
 AH6943'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6943'1 MI (1.6 KM) EAST OF CROSBY, 1.1 MI (1.8 KM) EAST ON TH 6/210 FROM
 AH6943'THE JCT OF TH 6 AND TH 210 IN CROSBY, AT TH 210 MP 138.95, 51 FT (15.5
 AH6943'M) NW OF TH 6, 89.5 FT (27.3 M) WEST OF CO RD 31, 109.9 FT (33.5 M) SW
 AH6943'OF A P-POLE, 117.3 FT (35.8 M) NW OF A P-POLE, AND 1.7 FT (0.5 M) ENE
 AH6943'OF A WIT POST.
 AH6943
 AH6943                          STATION RECOVERY (2005)
 AH6943
 AH6943'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH6943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH6944 ***********************************************************************
 AH6944  DESIGNATION -  1807 D
 AH6944  PID         -  AH6944
 AH6944  STATE/COUNTY-  MN/CROW WING
 AH6944  COUNTRY     -  US
 AH6944  USGS QUAD   -  CROSBY (1973)
 AH6944
 AH6944                         *CURRENT SURVEY CONTROL
 AH6944  ______________________________________________________________________
 AH6944* NAD 83(1986) POSITION- 46 29 00.     (N) 093 57 02.     (W)   SCALED    
 AH6944* NAVD 88 ORTHO HEIGHT -   385.989  (meters)    1266.37  (feet) ADJUSTED  
 AH6944  ______________________________________________________________________
 AH6944  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 AH6944  DYNAMIC HEIGHT  -        386.005 (meters)     1266.42  (feet) COMP
 AH6944  MODELED GRAVITY -    980,645.4   (mgal)                       NAVD 88
 AH6944
 AH6944  VERT ORDER      -  SECOND    CLASS I
 AH6944
 AH6944.The horizontal coordinates were scaled from a topographic map and have
 AH6944.an estimated accuracy of +/- 6 seconds.
 AH6944.
 AH6944.The orthometric height was determined by differential leveling and
 AH6944.adjusted in August 2006.
 AH6944
 AH6944.Photographs are available for this station.
 AH6944
 AH6944.The dynamic height is computed by dividing the NAVD 88
 AH6944.geopotential number by the normal gravity value computed on the
 AH6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH6944.degrees latitude (g = 980.6199 gals.).
 AH6944
 AH6944.The modeled gravity was interpolated from observed gravity values.
 AH6944
 AH6944;                    North         East    Units  Estimated Accuracy
 AH6944;SPC MN C     -   264,910.      822,990.      MT  (+/- 180 meters Scaled)
 AH6944
 AH6944                          SUPERSEDED SURVEY CONTROL
 AH6944
 AH6944  NAVD 88 (09/27/00)  385.989  (m)         1266.37   (f) SUPERSEDED  2 1
 AH6944
 AH6944.Superseded values are not recommended for survey control.
 AH6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH6944.See file dsdata.txt to determine how the superseded data were derived.
 AH6944
 AH6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM270481(NAD 83)
 AH6944
 AH6944_MARKER: DD = SURVEY DISK
 AH6944_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH6944_SP_SET: WATER TANK FOOTING
 AH6944_STAMPING: 1807 D 1994
 AH6944_MARK LOGO: MNDT  
 AH6944_PROJECTION: FLUSH
 AH6944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH6944+STABILITY: SURFACE MOTION
 AH6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH6944+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AH6944
 AH6944  HISTORY     - Date     Condition        Report By
 AH6944  HISTORY     - 1994     MONUMENTED       MNDT
 AH6944  HISTORY     - 19990722 GOOD             MNDT
 AH6944  HISTORY     - 20050915 GOOD             MNDT
 AH6944
 AH6944                          STATION DESCRIPTION
 AH6944
 AH6944'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH6944'IN CROSBY, IN THE FOOTING OF THE SE LEG OF THE WATER TANK, 0.35 MI
 AH6944'(0.56 KM) EAST ON TH 6/210 FROM THE JCT OF TH 6 AND TH 210 IN CROSBY,
 AH6944'THEN 1.5 BLOCKS NORTH ON HALLET AVE, 92.5 FT (28.2 M) WEST OF HALLET
 AH6944'AVE, 20 FT (6.1 M) NORTH OF AN ALLEY, 91.3 FT (27.8 M) ENE OF A
 AH6944'P-POLE, 76.6 FT (23.3 M) WNW OF A FIRE HYDRANT, 59.3 FT (18.1 M) NE OF
 AH6944'THE NE COR OF A GARAGE, 41.2 FT (12.6 M) WEST OF A SIREN WARNING POLE,
 AH6944'AND 18.2 FT (5.5 M) SE OF SE COR OF SHED.
 AH6944
 AH6944                          STATION RECOVERY (1999)
 AH6944
 AH6944'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AH6944'RECOVERED AS DESCRIBED.
 AH6944
 AH6944                          STATION RECOVERY (2005)
 AH6944
 AH6944'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH6944'RECOVERED AS DESCRIBED.  WATER TANK IS LOCATED FROM THE CENTERLINE OF
 AH6944'FIRST STREET NW JUST EAST OF 1ST AVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5846 ***********************************************************************
 AI5846  DESIGNATION -  1808 A
 AI5846  PID         -  AI5846
 AI5846  STATE/COUNTY-  MN/CROW WING
 AI5846  COUNTRY     -  US
 AI5846  USGS QUAD   -  BRAINERD (1994)
 AI5846
 AI5846                         *CURRENT SURVEY CONTROL
 AI5846  ______________________________________________________________________
 AI5846* NAD 83(2007) POSITION- 46 18 55.19026(N) 094 08 47.35618(W)   ADJUSTED  
 AI5846* NAD 83(2007) ELLIP HT-   358.161 (meters)        (02/10/07)   ADJUSTED
 AI5846* NAD 83(2007) EPOCH   -  2002.00
 AI5846* NAVD 88 ORTHO HEIGHT -   385.357  (meters)    1264.29  (feet) ADJUSTED  
 AI5846  ______________________________________________________________________
 AI5846  NAD 83(2007) X  -   -319,110.297 (meters)                     COMP
 AI5846  NAD 83(2007) Y  - -4,401,735.445 (meters)                     COMP
 AI5846  NAD 83(2007) Z  -  4,589,785.085 (meters)                     COMP
 AI5846  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC09
 AI5846  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AI5846  DYNAMIC HEIGHT  -        385.371 (meters)     1264.34  (feet) COMP
 AI5846  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 AI5846
 AI5846  VERT ORDER      -  SECOND    CLASS I
 AI5846
 AI5846  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5846  Type                                         Horiz  Ellip  Dist(km)
 AI5846  -------------------------------------------------------------------
 AI5846  NETWORK                                       0.66   0.86
 AI5846  -------------------------------------------------------------------
 AI5846  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.71      1.88
 AI5846  -------------------------------------------------------------------
 AI5846  NOTE: Click here for information on individual local accuracy
 AI5846  values and other accuracy information.
 AI5846
 AI5846
 AI5846.The horizontal coordinates were established by GPS observations
 AI5846.and adjusted by the National Geodetic Survey in February 2007.
 AI5846
 AI5846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5846.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5846
 AI5846.The horizontal coordinates are valid at the epoch date displayed above
 AI5846.which is a decimal equivalence of Year/Month/Day.
 AI5846
 AI5846.The orthometric height was determined by differential leveling and
 AI5846.adjusted in August 2006.
 AI5846
 AI5846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5846
 AI5846.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5846
 AI5846.The ellipsoidal height was determined by GPS observations
 AI5846.and is referenced to NAD 83.
 AI5846
 AI5846.The dynamic height is computed by dividing the NAVD 88
 AI5846.geopotential number by the normal gravity value computed on the
 AI5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5846.degrees latitude (g = 980.6199 gals.).
 AI5846
 AI5846.The modeled gravity was interpolated from observed gravity values.
 AI5846
 AI5846. The following values were computed from the NAD 83(2007) position.
 AI5846
 AI5846;                    North         East     Units Scale Factor Converg.
 AI5846;SPC MN C     -   246,199.043   807,972.099   MT  0.99992208   +0 04 29.6
 AI5846;SPC MN C     -   807,738.03  2,650,821.79   sFT  0.99992208   +0 04 29.6
 AI5846;UTM  15      - 5,129,722.540   411,730.707   MT  0.99969578   -0 49 44.9
 AI5846
 AI5846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5846!SPC MN C     -   0.99994386  x   0.99992208  =   0.99986594
 AI5846!UTM  15      -   0.99994386  x   0.99969578  =   0.99963965
 AI5846
 AI5846:                Primary Azimuth Mark                     Grid Az
 AI5846:SPC MN C     -  1808 B                                   176 40 40.8
 AI5846:UTM  15      -  1808 B                                   177 34 55.3
 AI5846
 AI5846|---------------------------------------------------------------------|
 AI5846| PID    Reference Object                     Distance      Geod. Az  |
 AI5846|                                                           dddmmss.s |
 AI5846| AI5847 1808 B                              APPROX. 1.7 KM 1764510.4 |
 AI5846|---------------------------------------------------------------------|
 AI5846
 AI5846                          SUPERSEDED SURVEY CONTROL
 AI5846
 AI5846  NAD 83(1996)-  46 18 55.19015(N)    094 08 47.35556(W) AD(       ) 1
 AI5846  ELLIP H (10/21/02)  358.198  (m)                       GP(       ) 4 1
 AI5846  NAVD 88 (10/21/02)  385.36   (m)         1264.3    (f) LEVELING    3  
 AI5846  NAVD 88 (09/27/00)  385.358  (m)         1264.30   (f) SUPERSEDED  2 1
 AI5846
 AI5846.Superseded values are not recommended for survey control.
 AI5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5846.See file dsdata.txt to determine how the superseded data were derived.
 AI5846
 AI5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1173029722(NAD 83)
 AI5846
 AI5846_MARKER: DD = SURVEY DISK
 AI5846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5846_STAMPING: 1808 A 1999
 AI5846_MARK LOGO: MNDT  
 AI5846_PROJECTION: PROJECTING 3 CENTIMETERS
 AI5846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5846+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5846_ROD/PIPE-DEPTH:  4.6 meters
 AI5846
 AI5846  HISTORY     - Date     Condition        Report By
 AI5846  HISTORY     - 1999     MONUMENTED       MNDT
 AI5846  HISTORY     - 1999     GOOD             MNDT
 AI5846
 AI5846                          STATION DESCRIPTION
 AI5846
 AI5846'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5846'3.5 MI (5.6 KM) SE OF BRAINERD, 2.7 MI (4.3 KM) SE ALONG TH 25 FROM
 AI5846'JCT OF TH 25 AND TH 18 (1.5 MI SE OF BRAINERD), AT TH 25 MP 153.90, 28
 AI5846'FT (8.5 M) SOUTH OF CO RD 148, 202 FT (61.6 M) WEST TH 25, 73.1 FT
 AI5846'(22.3 M) WSW OF P-POLE, 3.5 FT (1.1 M) EAST OF WIT POST.
 AI5846
 AI5846                          STATION RECOVERY (1999)
 AI5846
 AI5846'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5847 ***********************************************************************
 AI5847  DESIGNATION -  1808 B
 AI5847  PID         -  AI5847
 AI5847  STATE/COUNTY-  MN/CROW WING
 AI5847  COUNTRY     -  US
 AI5847  USGS QUAD   -  BRAINERD (1994)
 AI5847
 AI5847                         *CURRENT SURVEY CONTROL
 AI5847  ______________________________________________________________________
 AI5847* NAD 83(2007) POSITION- 46 17 59.80213(N) 094 08 42.82245(W)   ADJUSTED  
 AI5847* NAD 83(2007) ELLIP HT-   358.296 (meters)        (02/10/07)   ADJUSTED
 AI5847* NAD 83(2007) EPOCH   -  2002.00
 AI5847* NAVD 88 ORTHO HEIGHT -   385.451  (meters)    1264.60  (feet) ADJUSTED  
 AI5847  ______________________________________________________________________
 AI5847  NAD 83(2007) X  -   -319,102.945 (meters)                     COMP
 AI5847  NAD 83(2007) Y  - -4,402,975.977 (meters)                     COMP
 AI5847  NAD 83(2007) Z  -  4,588,603.720 (meters)                     COMP
 AI5847  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC09
 AI5847  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 AI5847  DYNAMIC HEIGHT  -        385.464 (meters)     1264.64  (feet) COMP
 AI5847  MODELED GRAVITY -    980,636.7   (mgal)                       NAVD 88
 AI5847
 AI5847  VERT ORDER      -  SECOND    CLASS I
 AI5847
 AI5847  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5847  Type                                         Horiz  Ellip  Dist(km)
 AI5847  -------------------------------------------------------------------
 AI5847  NETWORK                                       0.64   0.82
 AI5847  -------------------------------------------------------------------
 AI5847  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.67      2.18
 AI5847  -------------------------------------------------------------------
 AI5847  NOTE: Click here for information on individual local accuracy
 AI5847  values and other accuracy information.
 AI5847
 AI5847
 AI5847.The horizontal coordinates were established by GPS observations
 AI5847.and adjusted by the National Geodetic Survey in February 2007.
 AI5847
 AI5847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5847.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5847
 AI5847.The horizontal coordinates are valid at the epoch date displayed above
 AI5847.which is a decimal equivalence of Year/Month/Day.
 AI5847
 AI5847.The orthometric height was determined by differential leveling and
 AI5847.adjusted in August 2006.
 AI5847
 AI5847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5847
 AI5847.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5847
 AI5847.The ellipsoidal height was determined by GPS observations
 AI5847.and is referenced to NAD 83.
 AI5847
 AI5847.The dynamic height is computed by dividing the NAVD 88
 AI5847.geopotential number by the normal gravity value computed on the
 AI5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5847.degrees latitude (g = 980.6199 gals.).
 AI5847
 AI5847.The modeled gravity was interpolated from observed gravity values.
 AI5847
 AI5847. The following values were computed from the NAD 83(2007) position.
 AI5847
 AI5847;                    North         East     Units Scale Factor Converg.
 AI5847;SPC MN C     -   244,489.084   808,071.353   MT  0.99992221   +0 04 32.8
 AI5847;SPC MN C     -   802,127.94  2,651,147.43   sFT  0.99992221   +0 04 32.8
 AI5847;UTM  15      - 5,128,011.615   411,802.956   MT  0.99969562   -0 49 40.9
 AI5847
 AI5847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5847!SPC MN C     -   0.99994384  x   0.99992221  =   0.99986605
 AI5847!UTM  15      -   0.99994384  x   0.99969562  =   0.99963947
 AI5847
 AI5847:                Primary Azimuth Mark                     Grid Az
 AI5847:SPC MN C     -  1808 A                                   356 40 40.9
 AI5847:UTM  15      -  1808 A                                   357 34 54.6
 AI5847
 AI5847|---------------------------------------------------------------------|
 AI5847| PID    Reference Object                     Distance      Geod. Az  |
 AI5847|                                                           dddmmss.s |
 AI5847| AI5846 1808 A                              APPROX. 1.7 KM 3564513.7 |
 AI5847|---------------------------------------------------------------------|
 AI5847
 AI5847                          SUPERSEDED SURVEY CONTROL
 AI5847
 AI5847  NAD 83(1996)-  46 17 59.80202(N)    094 08 42.82182(W) AD(       ) 1
 AI5847  ELLIP H (10/21/02)  358.334  (m)                       GP(       ) 4 1
 AI5847  NAVD 88 (10/21/02)  385.45   (m)         1264.6    (f) LEVELING    3  
 AI5847  NAVD 88 (09/27/00)  385.451  (m)         1264.60   (f) SUPERSEDED  2 1
 AI5847
 AI5847.Superseded values are not recommended for survey control.
 AI5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5847.See file dsdata.txt to determine how the superseded data were derived.
 AI5847
 AI5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1180228011(NAD 83)
 AI5847
 AI5847_MARKER: DD = SURVEY DISK
 AI5847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5847_STAMPING: 1808 B 1999
 AI5847_MARK LOGO: MNDT  
 AI5847_PROJECTION: FLUSH
 AI5847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5847+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5847_ROD/PIPE-DEPTH:  5.2 meters
 AI5847
 AI5847  HISTORY     - Date     Condition        Report By
 AI5847  HISTORY     - 1999     MONUMENTED       MNDT
 AI5847  HISTORY     - 1999     GOOD             MNDT
 AI5847
 AI5847                          STATION DESCRIPTION
 AI5847
 AI5847'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5847'5.O MI SSE OF BRAINERD, 3.8 MI (6.1 KM) SSE ALONG TH 25 FROM JCT OF TH
 AI5847'25 AND TH 18 (1.5 MI SE OF BRAINERD), AT TH 25 MP 152.0, 72 FT (21.9
 AI5847'M) EAST OF TH 25, 25 FT (7.6 M) SOUTH OF DRIVEWAY (FIRE NO LR160),
 AI5847'17.6 FT (5.4 M) SSW OF FENCE COR, 62.8 FT (19.1 M) NE OF MILE POINT
 AI5847'152, 2.1 FT (0.6 M) WEST OF WIT POST.
 AI5847
 AI5847                          STATION RECOVERY (1999)
 AI5847
 AI5847'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5847'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5848 ***********************************************************************
 AI5848  DESIGNATION -  1808 C
 AI5848  PID         -  AI5848
 AI5848  STATE/COUNTY-  MN/CROW WING
 AI5848  COUNTRY     -  US
 AI5848  USGS QUAD   -  SOUTH LONG LAKE (1973)
 AI5848
 AI5848                         *CURRENT SURVEY CONTROL
 AI5848  ______________________________________________________________________
 AI5848* NAD 83(2007) POSITION- 46 15 11.15811(N) 094 06 33.93848(W)   ADJUSTED  
 AI5848* NAD 83(2007) ELLIP HT-   347.582 (meters)        (02/10/07)   ADJUSTED
 AI5848* NAD 83(2007) EPOCH   -  2002.00
 AI5848* NAVD 88 ORTHO HEIGHT -   374.679  (meters)    1229.26  (feet) ADJUSTED  
 AI5848  ______________________________________________________________________
 AI5848  NAD 83(2007) X  -   -316,620.854 (meters)                     COMP
 AI5848  NAD 83(2007) Y  - -4,406,920.814 (meters)                     COMP
 AI5848  NAD 83(2007) Z  -  4,584,996.673 (meters)                     COMP
 AI5848  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC09
 AI5848  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 AI5848  DYNAMIC HEIGHT  -        374.690 (meters)     1229.30  (feet) COMP
 AI5848  MODELED GRAVITY -    980,632.3   (mgal)                       NAVD 88
 AI5848
 AI5848  VERT ORDER      -  SECOND    CLASS I
 AI5848
 AI5848  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5848  Type                                         Horiz  Ellip  Dist(km)
 AI5848  -------------------------------------------------------------------
 AI5848  NETWORK                                       0.76   0.96
 AI5848  -------------------------------------------------------------------
 AI5848  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.82      1.98
 AI5848  -------------------------------------------------------------------
 AI5848  NOTE: Click here for information on individual local accuracy
 AI5848  values and other accuracy information.
 AI5848
 AI5848
 AI5848.The horizontal coordinates were established by GPS observations
 AI5848.and adjusted by the National Geodetic Survey in February 2007.
 AI5848
 AI5848.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5848.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5848
 AI5848.The horizontal coordinates are valid at the epoch date displayed above
 AI5848.which is a decimal equivalence of Year/Month/Day.
 AI5848
 AI5848.The orthometric height was determined by differential leveling and
 AI5848.adjusted in August 2006.
 AI5848
 AI5848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5848
 AI5848.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5848
 AI5848.The ellipsoidal height was determined by GPS observations
 AI5848.and is referenced to NAD 83.
 AI5848
 AI5848.The dynamic height is computed by dividing the NAVD 88
 AI5848.geopotential number by the normal gravity value computed on the
 AI5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5848.degrees latitude (g = 980.6199 gals.).
 AI5848
 AI5848.The modeled gravity was interpolated from observed gravity values.
 AI5848
 AI5848. The following values were computed from the NAD 83(2007) position.
 AI5848
 AI5848;                    North         East     Units Scale Factor Converg.
 AI5848;SPC MN C     -   239,286.568   810,838.624   MT  0.99992304   +0 06 06.1
 AI5848;SPC MN C     -   785,059.35  2,660,226.39   sFT  0.99992304   +0 06 06.1
 AI5848;UTM  15      - 5,122,767.317   414,487.231   MT  0.99968989   -0 48 05.4
 AI5848
 AI5848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5848!SPC MN C     -   0.99994551  x   0.99992304  =   0.99986856
 AI5848!UTM  15      -   0.99994551  x   0.99968989  =   0.99963542
 AI5848
 AI5848:                Primary Azimuth Mark                     Grid Az
 AI5848:SPC MN C     -  1808 D                                   179 27 09.9
 AI5848:UTM  15      -  1808 D                                   180 21 21.4
 AI5848
 AI5848|---------------------------------------------------------------------|
 AI5848| PID    Reference Object                     Distance      Geod. Az  |
 AI5848|                                                           dddmmss.s |
 AI5848| AI5849 1808 D                              APPROX. 1.5 KM 1793316.0 |
 AI5848|---------------------------------------------------------------------|
 AI5848
 AI5848                          SUPERSEDED SURVEY CONTROL
 AI5848
 AI5848  NAD 83(1996)-  46 15 11.15789(N)    094 06 33.93797(W) AD(       ) 1
 AI5848  ELLIP H (10/21/02)  347.618  (m)                       GP(       ) 4 1
 AI5848  NAVD 88 (10/21/02)  374.67   (m)         1229.2    (f) LEVELING    3  
 AI5848  NAVD 88 (09/27/00)  374.680  (m)         1229.26   (f) SUPERSEDED  2 1
 AI5848
 AI5848.Superseded values are not recommended for survey control.
 AI5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5848.See file dsdata.txt to determine how the superseded data were derived.
 AI5848
 AI5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1448722767(NAD 83)
 AI5848
 AI5848_MARKER: DD = SURVEY DISK
 AI5848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5848_STAMPING: 1808 C 1999
 AI5848_MARK LOGO: MNDT  
 AI5848_PROJECTION: RECESSED 3 CENTIMETERS
 AI5848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5848+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5848_ROD/PIPE-DEPTH: 30.2 meters
 AI5848
 AI5848  HISTORY     - Date     Condition        Report By
 AI5848  HISTORY     - 1999     MONUMENTED       MNDT
 AI5848  HISTORY     - 1999     GOOD             MNDT
 AI5848
 AI5848                          STATION DESCRIPTION
 AI5848
 AI5848'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5848'8.0 MI (12.9 KM) SSE OF BRAINERD, 7.8 MI (12.6 KM) SSE ALONG TH 25
 AI5848'FROM JCT OF TH 25 AND TH 18 (1.5 MI SE OF BRAINERD), AT TH 25 MP 148,
 AI5848'72 FT (21.9 M) WEST OF TH 25, 19.2 FT (5.9 M) NORTH OF DRIVEWAY, 16.3
 AI5848'FT (5.0 M) SOUTH OF R/W SIGN, 13.2 FT (4.0 M) SOUTH OF TEL PEDESTAL,
 AI5848'117.1 FT (35.7 M) SW OF MILE POINT 148, 2.8 FT (0.9 M) SOUTH OF WIT
 AI5848'POST.
 AI5848
 AI5848                          STATION RECOVERY (1999)
 AI5848
 AI5848'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5848'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5849 ***********************************************************************
 AI5849  DESIGNATION -  1808 D
 AI5849  PID         -  AI5849
 AI5849  STATE/COUNTY-  MN/CROW WING
 AI5849  COUNTRY     -  US
 AI5849  USGS QUAD   -  SHEPHARD (1981)
 AI5849
 AI5849                         *CURRENT SURVEY CONTROL
 AI5849  ______________________________________________________________________
 AI5849* NAD 83(2007) POSITION- 46 14 21.58417(N) 094 06 33.38288(W)   ADJUSTED  
 AI5849* NAD 83(2007) ELLIP HT-   348.846 (meters)        (02/10/07)   ADJUSTED
 AI5849* NAD 83(2007) EPOCH   -  2002.00
 AI5849* NAVD 88 ORTHO HEIGHT -   375.913  (meters)    1233.31  (feet) ADJUSTED  
 AI5849  ______________________________________________________________________
 AI5849  NAD 83(2007) X  -   -316,688.279 (meters)                     COMP
 AI5849  NAD 83(2007) Y  - -4,408,025.395 (meters)                     COMP
 AI5849  NAD 83(2007) Z  -  4,583,938.970 (meters)                     COMP
 AI5849  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC09
 AI5849  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 AI5849  DYNAMIC HEIGHT  -        375.923 (meters)     1233.34  (feet) COMP
 AI5849  MODELED GRAVITY -    980,631.7   (mgal)                       NAVD 88
 AI5849
 AI5849  VERT ORDER      -  SECOND    CLASS I
 AI5849
 AI5849  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5849  Type                                         Horiz  Ellip  Dist(km)
 AI5849  -------------------------------------------------------------------
 AI5849  NETWORK                                       0.68   0.98
 AI5849  -------------------------------------------------------------------
 AI5849  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   0.88      1.53
 AI5849  -------------------------------------------------------------------
 AI5849  NOTE: Click here for information on individual local accuracy
 AI5849  values and other accuracy information.
 AI5849
 AI5849
 AI5849.The horizontal coordinates were established by GPS observations
 AI5849.and adjusted by the National Geodetic Survey in February 2007.
 AI5849
 AI5849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5849.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5849
 AI5849.The horizontal coordinates are valid at the epoch date displayed above
 AI5849.which is a decimal equivalence of Year/Month/Day.
 AI5849
 AI5849.The orthometric height was determined by differential leveling and
 AI5849.adjusted in August 2006.
 AI5849
 AI5849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5849
 AI5849.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5849
 AI5849.The ellipsoidal height was determined by GPS observations
 AI5849.and is referenced to NAD 83.
 AI5849
 AI5849.The dynamic height is computed by dividing the NAVD 88
 AI5849.geopotential number by the normal gravity value computed on the
 AI5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5849.degrees latitude (g = 980.6199 gals.).
 AI5849
 AI5849.The modeled gravity was interpolated from observed gravity values.
 AI5849
 AI5849. The following values were computed from the NAD 83(2007) position.
 AI5849
 AI5849;                    North         East     Units Scale Factor Converg.
 AI5849;SPC MN C     -   237,756.029   810,853.243   MT  0.99992341   +0 06 06.5
 AI5849;SPC MN C     -   780,037.91  2,660,274.35   sFT  0.99992341   +0 06 06.5
 AI5849;UTM  15      - 5,121,237.095   414,477.728   MT  0.99968991   -0 48 04.3
 AI5849
 AI5849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5849!SPC MN C     -   0.99994532  x   0.99992341  =   0.99986873
 AI5849!UTM  15      -   0.99994532  x   0.99968991  =   0.99963524
 AI5849
 AI5849:                Primary Azimuth Mark                     Grid Az
 AI5849:SPC MN C     -  1808 C                                   359 27 09.9
 AI5849:UTM  15      -  1808 C                                   000 21 20.7
 AI5849
 AI5849|---------------------------------------------------------------------|
 AI5849| PID    Reference Object                     Distance      Geod. Az  |
 AI5849|                                                           dddmmss.s |
 AI5849| AI5848 1808 C                              APPROX. 1.5 KM 3593316.4 |
 AI5849|---------------------------------------------------------------------|
 AI5849
 AI5849                          SUPERSEDED SURVEY CONTROL
 AI5849
 AI5849  NAD 83(1996)-  46 14 21.58397(N)    094 06 33.38238(W) AD(       ) 1
 AI5849  ELLIP H (10/21/02)  348.885  (m)                       GP(       ) 4 1
 AI5849  NAVD 88 (10/21/02)  375.90   (m)         1233.3    (f) LEVELING    3  
 AI5849  NAVD 88 (09/27/00)  375.913  (m)         1233.31   (f) SUPERSEDED  2 1
 AI5849
 AI5849.Superseded values are not recommended for survey control.
 AI5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5849.See file dsdata.txt to determine how the superseded data were derived.
 AI5849
 AI5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1447721237(NAD 83)
 AI5849
 AI5849_MARKER: DD = SURVEY DISK
 AI5849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5849_STAMPING: 1808 D 1999
 AI5849_MARK LOGO: MNDT  
 AI5849_PROJECTION: FLUSH
 AI5849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5849+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5849_ROD/PIPE-DEPTH:  5.5 meters
 AI5849
 AI5849  HISTORY     - Date     Condition        Report By
 AI5849  HISTORY     - 1999     MONUMENTED       MNDT
 AI5849  HISTORY     - 1999     GOOD             MNDT
 AI5849
 AI5849                          STATION DESCRIPTION
 AI5849
 AI5849'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5849'9.0 MI (14.5 KM) SSE OF BRAINERD, 8.8 MI (14.2 KM) SSE ALONG TH 25
 AI5849'FROM JCT OF TH 25 AND TH 18 (1.5 MI SE OF BRAINERD), AT TH 25 MP 147,
 AI5849'62 FT (18.9 M) WEST OF TH 25, 2 FT (0.6 M) EAST OF FENCE, 2.5 FT (0.8
 AI5849'M) SE OF FENCE COR, 1.8 FT (0.5 M) EAST OF WIT POST.
 AI5849
 AI5849                          STATION RECOVERY (1999)
 AI5849
 AI5849'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5849'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5850 ***********************************************************************
 AI5850  DESIGNATION -  1808 E
 AI5850  PID         -  AI5850
 AI5850  STATE/COUNTY-  MN/CROW WING
 AI5850  COUNTRY     -  US
 AI5850  USGS QUAD   -  SHEPHARD (1981)
 AI5850
 AI5850                         *CURRENT SURVEY CONTROL
 AI5850  ______________________________________________________________________
 AI5850* NAD 83(2007) POSITION- 46 11 16.28966(N) 094 06 14.55755(W)   ADJUSTED  
 AI5850* NAD 83(2007) ELLIP HT-   363.652 (meters)        (02/10/07)   ADJUSTED
 AI5850* NAD 83(2007) EPOCH   -  2002.00
 AI5850* NAVD 88 ORTHO HEIGHT -   390.621  (meters)    1281.56  (feet) ADJUSTED  
 AI5850  ______________________________________________________________________
 AI5850  NAD 83(2007) X  -   -316,582.314 (meters)                     COMP
 AI5850  NAD 83(2007) Y  - -4,412,184.448 (meters)                     COMP
 AI5850  NAD 83(2007) Z  -  4,579,990.493 (meters)                     COMP
 AI5850  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC09
 AI5850  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 AI5850  DYNAMIC HEIGHT  -        390.633 (meters)     1281.60  (feet) COMP
 AI5850  MODELED GRAVITY -    980,633.9   (mgal)                       NAVD 88
 AI5850
 AI5850  VERT ORDER      -  SECOND    CLASS I
 AI5850
 AI5850  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5850  Type                                         Horiz  Ellip  Dist(km)
 AI5850  -------------------------------------------------------------------
 AI5850  NETWORK                                       0.55   0.74
 AI5850  -------------------------------------------------------------------
 AI5850  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.63      2.87
 AI5850  -------------------------------------------------------------------
 AI5850  NOTE: Click here for information on individual local accuracy
 AI5850  values and other accuracy information.
 AI5850
 AI5850
 AI5850.The horizontal coordinates were established by GPS observations
 AI5850.and adjusted by the National Geodetic Survey in February 2007.
 AI5850
 AI5850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5850.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5850
 AI5850.The horizontal coordinates are valid at the epoch date displayed above
 AI5850.which is a decimal equivalence of Year/Month/Day.
 AI5850
 AI5850.The orthometric height was determined by differential leveling and
 AI5850.adjusted in August 2006.
 AI5850
 AI5850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5850
 AI5850.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5850
 AI5850.The ellipsoidal height was determined by GPS observations
 AI5850.and is referenced to NAD 83.
 AI5850
 AI5850.The dynamic height is computed by dividing the NAVD 88
 AI5850.geopotential number by the normal gravity value computed on the
 AI5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5850.degrees latitude (g = 980.6199 gals.).
 AI5850
 AI5850.The modeled gravity was interpolated from observed gravity values.
 AI5850
 AI5850. The following values were computed from the NAD 83(2007) position.
 AI5850
 AI5850;                    North         East     Units Scale Factor Converg.
 AI5850;SPC MN C     -   232,035.951   811,267.079   MT  0.99992530   +0 06 20.1
 AI5850;SPC MN C     -   761,271.28  2,661,632.08   sFT  0.99992530   +0 06 20.1
 AI5850;UTM  15      - 5,115,512.551   414,801.323   MT  0.99968923   -0 47 48.3
 AI5850
 AI5850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5850!SPC MN C     -   0.99994300  x   0.99992530  =   0.99986830
 AI5850!UTM  15      -   0.99994300  x   0.99968923  =   0.99963224
 AI5850
 AI5850:                Primary Azimuth Mark                     Grid Az
 AI5850:SPC MN C     -  1808 F                                   178 20 18.6
 AI5850:UTM  15      -  1808 F                                   179 14 27.0
 AI5850
 AI5850|---------------------------------------------------------------------|
 AI5850| PID    Reference Object                     Distance      Geod. Az  |
 AI5850|                                                           dddmmss.s |
 AI5850| AI5851 1808 F                              APPROX. 1.7 KM 1782638.7 |
 AI5850|---------------------------------------------------------------------|
 AI5850
 AI5850                          SUPERSEDED SURVEY CONTROL
 AI5850
 AI5850  NAD 83(1996)-  46 11 16.28967(N)    094 06 14.55693(W) AD(       ) 1
 AI5850  ELLIP H (10/21/02)  363.692  (m)                       GP(       ) 4 1
 AI5850  NAVD 88 (10/21/02)  390.61   (m)         1281.5    (f) LEVELING    3  
 AI5850  NAVD 88 (09/27/00)  390.624  (m)         1281.57   (f) SUPERSEDED  2 1
 AI5850
 AI5850.Superseded values are not recommended for survey control.
 AI5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5850.See file dsdata.txt to determine how the superseded data were derived.
 AI5850
 AI5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1480115512(NAD 83)
 AI5850
 AI5850_MARKER: DD = SURVEY DISK
 AI5850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5850_STAMPING: 1808 E 1999
 AI5850_MARK LOGO: MNDT  
 AI5850_PROJECTION: FLUSH
 AI5850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5850+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5850_ROD/PIPE-DEPTH:  6.1 meters
 AI5850
 AI5850  HISTORY     - Date     Condition        Report By
 AI5850  HISTORY     - 1999     MONUMENTED       MNDT
 AI5850  HISTORY     - 1999     GOOD             MNDT
 AI5850
 AI5850                          STATION DESCRIPTION
 AI5850
 AI5850'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5850'13.0 MI (20.9 KM) SSE OF BRAINERD, 12.35 MI (19.87 KM) SSE ALONG TH 25
 AI5850'FROM JCT OF TH 25 AND TH 18 (1.5 MI SE OF BRAINERD), AT TH 25 MP
 AI5850'143.45, 46.5 FT (14.2 M) WEST OF TH 25, 10.5 FT (3.2 M) NORTH OF ENT,
 AI5850'10.4 FT (3.2 M) EAST OF FENCE, 10.0 FT (3.0 M) ESE OF WIT POST.
 AI5850
 AI5850                          STATION RECOVERY (1999)
 AI5850
 AI5850'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5850'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5851 ***********************************************************************
 AI5851  DESIGNATION -  1808 F
 AI5851  PID         -  AI5851
 AI5851  STATE/COUNTY-  MN/CROW WING
 AI5851  COUNTRY     -  US
 AI5851  USGS QUAD   -  SHEPHARD (1981)
 AI5851
 AI5851                         *CURRENT SURVEY CONTROL
 AI5851  ______________________________________________________________________
 AI5851* NAD 83(2007) POSITION- 46 10 22.74482(N) 094 06 12.46404(W)   ADJUSTED  
 AI5851* NAD 83(2007) ELLIP HT-   352.893 (meters)        (02/10/07)   ADJUSTED
 AI5851* NAD 83(2007) EPOCH   -  2002.00
 AI5851* NAVD 88 ORTHO HEIGHT -   379.832  (meters)    1246.17  (feet) ADJUSTED  
 AI5851  ______________________________________________________________________
 AI5851  NAD 83(2007) X  -   -316,622.363 (meters)                     COMP
 AI5851  NAD 83(2007) Y  - -4,413,370.113 (meters)                     COMP
 AI5851  NAD 83(2007) Z  -  4,578,837.959 (meters)                     COMP
 AI5851  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC09
 AI5851  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 AI5851  DYNAMIC HEIGHT  -        379.844 (meters)     1246.20  (feet) COMP
 AI5851  MODELED GRAVITY -    980,635.5   (mgal)                       NAVD 88
 AI5851
 AI5851  VERT ORDER      -  SECOND    CLASS I
 AI5851
 AI5851  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5851  Type                                         Horiz  Ellip  Dist(km)
 AI5851  -------------------------------------------------------------------
 AI5851  NETWORK                                       0.53   0.71
 AI5851  -------------------------------------------------------------------
 AI5851  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.44   0.59      2.39
 AI5851  -------------------------------------------------------------------
 AI5851  NOTE: Click here for information on individual local accuracy
 AI5851  values and other accuracy information.
 AI5851
 AI5851
 AI5851.The horizontal coordinates were established by GPS observations
 AI5851.and adjusted by the National Geodetic Survey in February 2007.
 AI5851
 AI5851.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5851.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5851
 AI5851.The horizontal coordinates are valid at the epoch date displayed above
 AI5851.which is a decimal equivalence of Year/Month/Day.
 AI5851
 AI5851.The orthometric height was determined by differential leveling and
 AI5851.adjusted in August 2006.
 AI5851
 AI5851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5851
 AI5851.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5851
 AI5851.The ellipsoidal height was determined by GPS observations
 AI5851.and is referenced to NAD 83.
 AI5851
 AI5851.The dynamic height is computed by dividing the NAVD 88
 AI5851.geopotential number by the normal gravity value computed on the
 AI5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5851.degrees latitude (g = 980.6199 gals.).
 AI5851
 AI5851.The modeled gravity was interpolated from observed gravity values.
 AI5851
 AI5851. The following values were computed from the NAD 83(2007) position.
 AI5851
 AI5851;                    North         East     Units Scale Factor Converg.
 AI5851;SPC MN C     -   230,382.891   811,315.029   MT  0.99992600   +0 06 21.6
 AI5851;SPC MN C     -   755,847.87  2,661,789.39   sFT  0.99992600   +0 06 21.6
 AI5851;UTM  15      - 5,113,859.332   414,823.233   MT  0.99968918   -0 47 46.0
 AI5851
 AI5851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5851!SPC MN C     -   0.99994468  x   0.99992600  =   0.99987069
 AI5851!UTM  15      -   0.99994468  x   0.99968918  =   0.99963388
 AI5851
 AI5851:                Primary Azimuth Mark                     Grid Az
 AI5851:SPC MN C     -  1808 E                                   358 20 18.6
 AI5851:UTM  15      -  1808 E                                   359 14 26.2
 AI5851
 AI5851|---------------------------------------------------------------------|
 AI5851| PID    Reference Object                     Distance      Geod. Az  |
 AI5851|                                                           dddmmss.s |
 AI5851| AI5850 1808 E                              APPROX. 1.7 KM 3582640.2 |
 AI5851|---------------------------------------------------------------------|
 AI5851
 AI5851                          SUPERSEDED SURVEY CONTROL
 AI5851
 AI5851  NAD 83(1996)-  46 10 22.74486(N)    094 06 12.46338(W) AD(       ) 1
 AI5851  ELLIP H (10/21/02)  352.934  (m)                       GP(       ) 4 1
 AI5851  NAVD 88 (10/21/02)  379.83   (m)         1246.2    (f) LEVELING    3  
 AI5851  NAVD 88 (09/27/00)  379.838  (m)         1246.19   (f) SUPERSEDED  2 1
 AI5851
 AI5851.Superseded values are not recommended for survey control.
 AI5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5851.See file dsdata.txt to determine how the superseded data were derived.
 AI5851
 AI5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1482313859(NAD 83)
 AI5851
 AI5851_MARKER: DD = SURVEY DISK
 AI5851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5851_STAMPING: 1808 F 1999
 AI5851_MARK LOGO: MNDT  
 AI5851_PROJECTION: FLUSH
 AI5851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5851+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5851_ROD/PIPE-DEPTH:  6.1 meters
 AI5851
 AI5851  HISTORY     - Date     Condition        Report By
 AI5851  HISTORY     - 1999     MONUMENTED       MNDT
 AI5851  HISTORY     - 1999     GOOD             MNDT
 AI5851
 AI5851                          STATION DESCRIPTION
 AI5851
 AI5851'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5851'14.0 MI (22.5 KM) SSE OF BRAINERD, 13.40 MI (21.56 KM) SSE ALONG TH 25
 AI5851'FROM JCT OF TH 25 AND TH 18 (1.5 MI SE OF BRAINERD), AT TH 25 MP
 AI5851'142.4, 47.5 FT (14.5 M) EAST OF TH 25, 14 FT (4.3 M) NORTH OF FIELD
 AI5851'ENT, 115 FT (35.1 M) NE OF P-POLE, 3.8 FT (1.2 M) SOUTH OF WIT POST.
 AI5851
 AI5851                          STATION RECOVERY (1999)
 AI5851
 AI5851'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5851'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5530 ***********************************************************************
 AH5530  DESIGNATION -  1809 A
 AH5530  PID         -  AH5530
 AH5530  STATE/COUNTY-  MN/CROW WING
 AH5530  COUNTRY     -  US
 AH5530  USGS QUAD   -  BRAINERD (1994)
 AH5530
 AH5530                         *CURRENT SURVEY CONTROL
 AH5530  ______________________________________________________________________
 AH5530* NAD 83(2007) POSITION- 46 20 56.65083(N) 094 14 30.65589(W)   ADJUSTED  
 AH5530* NAD 83(2007) ELLIP HT-   337.369 (meters)        (02/10/07)   ADJUSTED
 AH5530* NAD 83(2007) EPOCH   -  2002.00
 AH5530* NAVD 88 ORTHO HEIGHT -   364.590  (meters)    1196.16  (feet) ADJUSTED  
 AH5530  ______________________________________________________________________
 AH5530  NAD 83(2007) X  -   -326,234.209 (meters)                     COMP
 AH5530  NAD 83(2007) Y  - -4,398,478.358 (meters)                     COMP
 AH5530  NAD 83(2007) Z  -  4,592,359.719 (meters)                     COMP
 AH5530  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 AH5530  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AH5530  DYNAMIC HEIGHT  -        364.604 (meters)     1196.21  (feet) COMP
 AH5530  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 AH5530
 AH5530  VERT ORDER      -  SECOND    CLASS I
 AH5530
 AH5530  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH5530  Type                                         Horiz  Ellip  Dist(km)
 AH5530  -------------------------------------------------------------------
 AH5530  NETWORK                                       0.50   0.63
 AH5530  -------------------------------------------------------------------
 AH5530  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.32   0.39      0.59
 AH5530  -------------------------------------------------------------------
 AH5530  NOTE: Click here for information on individual local accuracy
 AH5530  values and other accuracy information.
 AH5530
 AH5530
 AH5530.The horizontal coordinates were established by GPS observations
 AH5530.and adjusted by the National Geodetic Survey in February 2007.
 AH5530
 AH5530.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH5530.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH5530
 AH5530.The horizontal coordinates are valid at the epoch date displayed above
 AH5530.which is a decimal equivalence of Year/Month/Day.
 AH5530
 AH5530.The orthometric height was determined by differential leveling and
 AH5530.adjusted in June 1999.
 AH5530
 AH5530.Photographs are available for this station.
 AH5530
 AH5530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5530
 AH5530.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH5530
 AH5530.The ellipsoidal height was determined by GPS observations
 AH5530.and is referenced to NAD 83.
 AH5530
 AH5530.The dynamic height is computed by dividing the NAVD 88
 AH5530.geopotential number by the normal gravity value computed on the
 AH5530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5530.degrees latitude (g = 980.6199 gals.).
 AH5530
 AH5530.The modeled gravity was interpolated from observed gravity values.
 AH5530
 AH5530. The following values were computed from the NAD 83(2007) position.
 AH5530
 AH5530;                    North         East     Units Scale Factor Converg.
 AH5530;SPC MN C     -   249,943.932   800,627.383   MT  0.99992205   +0 00 21.2
 AH5530;SPC MN C     -   820,024.38  2,626,725.01   sFT  0.99992205   +0 00 21.2
 AH5530;UTM  15      - 5,133,582.032   404,447.595   MT  0.99971223   -0 53 55.0
 AH5530
 AH5530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5530!SPC MN C     -   0.99994712  x   0.99992205  =   0.99986917
 AH5530!UTM  15      -   0.99994712  x   0.99971223  =   0.99965936
 AH5530
 AH5530|---------------------------------------------------------------------|
 AH5530| PID    Reference Object                     Distance      Geod. Az  |
 AH5530|                                                           dddmmss.s |
 AH5530| RO0840 LAMP                                256.920 METERS 34905     |
 AH5530|---------------------------------------------------------------------|
 AH5530
 AH5530                          SUPERSEDED SURVEY CONTROL
 AH5530
 AH5530  NAD 83(1996)-  46 20 56.65057(N)    094 14 30.65511(W) AD(       ) 1
 AH5530  ELLIP H (10/22/03)  337.402  (m)                       GP(       ) 4 1
 AH5530  NAVD 88 (10/22/03)  364.59   (m)         1196.2    (f) LEVELING    3  
 AH5530
 AH5530.Superseded values are not recommended for survey control.
 AH5530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5530.See file dsdata.txt to determine how the superseded data were derived.
 AH5530
 AH5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0444733582(NAD 83)
 AH5530
 AH5530_MARKER: DV = VERTICAL CONTROL DISK
 AH5530_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5530_STAMPING: 1809 A 1991
 AH5530_MARK LOGO: MNDT  
 AH5530_PROJECTION: FLUSH
 AH5530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5530+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 AH5530_ROD/PIPE-DEPTH: 36.6 meters
 AH5530
 AH5530  HISTORY     - Date     Condition        Report By
 AH5530  HISTORY     - 1991     MONUMENTED       MNDT
 AH5530  HISTORY     - 19991130 GOOD             MNDT
 AH5530  HISTORY     - 19991130 GOOD             MNDT
 AH5530  HISTORY     - 20050322 GOOD             MNDT
 AH5530  HISTORY     - 20060807 GOOD             USPSQD
 AH5530
 AH5530                          STATION DESCRIPTION
 AH5530
 AH5530'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5530'THE MARK IS LOCATED IN BAXTER, 0.2 MI (0.3 KM) SOUTH ON EVERGREEN
 AH5530'DRIVE FROM THE WEST JCT OF TH 371 AND TH 210, THEN EAST FOR 450 FT
 AH5530'(137.2 M) ON INDUSTRIAL PARK DRIVE, 31.5 FT (9.6 M) SOUTH OF
 AH5530'INDUSTRIAL PARK DRIVE, 22.5 FT (6.9 M) WEST OF THE NORTH ENT TO THE
 AH5530'HWY DEPT MAINT BLDG, AND 1.3 FT (0.4 M) NORTH OF A CYCLONE FENCE.
 AH5530
 AH5530                          STATION RECOVERY (1999)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 AH5530'RECOVERED 0.2 MI (0.3 KM) SOUTH OF JCT OF TH 371 AND TH 210 THEN 0.08
 AH5530'MI (0.13 KM) EAST, 31.5 FT (9.6 M) SOUTH OF INDUSTRIAL PARK DRIVE, 139
 AH5530'FT (42.4 M) WEST OF ENTRANCE TO MNDT BLDG, 113.4 FT (34.6 M) NORTH OF
 AH5530'CYCLONE FENCE, 94.8 FT (28.9 M) EAST OF P-POLE , 0.8 FT (24.4 CM)
 AH5530'NORTH OF WIT POST, FLUSH.
 AH5530
 AH5530                          STATION RECOVERY (1999)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DGH)
 AH5530'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 AH5530'139.0 FT (42.4 M) WEST OF NORTH ENT TO HWY DEPT MAINTENANCE BLDG,
 AH5530'113.4 FT (34.6 M) NORTH OF CYCLONE FENCE, 94.8 FT (28.9 M) EAST OF
 AH5530'P-POLE, 0.8 FT (24.4 CM) NORTH OF WIT POST, FLUSH, MAGNETIC, GPSABLE.
 AH5530
 AH5530                          STATION RECOVERY (2005)
 AH5530
 AH5530'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH5530'IN BAXTER, 0.2 MI (0.3 KM) SOUTH ON EVERGREEN DRIVE FROM WEST JUNCTION
 AH5530'OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 THEN 450.0 FT (137.2 M)
 AH5530'EAST ON INDUSTRIAL PARK DRIVE.
 AH5530' 
 AH5530'IT IS 31.5 FT (9.6 M) SOUTH OF INDUSTRIAL PARK DRIVE, 139.0 FT (42.4
 AH5530'M) WEST OF NORTH ENTRANCE TO HIGHWAY DEPARTMENT MAINTENANCE BUILDING,
 AH5530'113.4 FT (34.6 M) NORTH OF CYCLONE FENCE, 94.8 FT (28.9 M) EAST OF
 AH5530'POWER POLE, 0.8 FT (24 CM) NORTH OF A WITNESS POST.
 AH5530
 AH5530                          STATION RECOVERY (2006)
 AH5530
 AH5530'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AH5530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3920 ***********************************************************************
 DM3920  DESIGNATION -  1809 A 1
 DM3920  PID         -  DM3920
 DM3920  STATE/COUNTY-  MN/CROW WING
 DM3920  COUNTRY     -  US
 DM3920  USGS QUAD   -  BRAINERD (1994)
 DM3920
 DM3920                         *CURRENT SURVEY CONTROL
 DM3920  ______________________________________________________________________
 DM3920* NAD 83(1986) POSITION- 46 20 51.     (N) 094 14 24.     (W)   SCALED    
 DM3920* NAVD 88 ORTHO HEIGHT -   364.691  (meters)    1196.49  (feet) ADJUSTED  
 DM3920  ______________________________________________________________________
 DM3920  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DM3920  DYNAMIC HEIGHT  -        364.705 (meters)     1196.54  (feet) COMP
 DM3920  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 DM3920
 DM3920  VERT ORDER      -  SECOND    CLASS I
 DM3920
 DM3920.The horizontal coordinates were scaled from a topographic map and have
 DM3920.an estimated accuracy of +/- 6 seconds.
 DM3920.
 DM3920.The orthometric height was determined by differential leveling and
 DM3920.adjusted in February 2011.
 DM3920
 DM3920.No vertical observational check was made to the station.
 DM3920
 DM3920.The dynamic height is computed by dividing the NAVD 88
 DM3920.geopotential number by the normal gravity value computed on the
 DM3920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3920.degrees latitude (g = 980.6199 gals.).
 DM3920
 DM3920.The modeled gravity was interpolated from observed gravity values.
 DM3920
 DM3920;                    North         East    Units  Estimated Accuracy
 DM3920;SPC MN C     -   249,770.      800,770.      MT  (+/- 180 meters Scaled)
 DM3920
 DM3920                          SUPERSEDED SURVEY CONTROL
 DM3920
 DM3920.No superseded survey control is available for this station.
 DM3920
 DM3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM045334(NAD 83)
 DM3920
 DM3920_MARKER: DD = SURVEY DISK
 DM3920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3920_STAMPING: 1809 A 1 2005
 DM3920_MARK LOGO: MNDT  
 DM3920_PROJECTION: FLUSH
 DM3920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3920+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DM3920_ROD/PIPE-DEPTH: 24.4 meters
 DM3920
 DM3920  HISTORY     - Date     Condition        Report By
 DM3920  HISTORY     - 2005     MONUMENTED       MNDT
 DM3920
 DM3920                          STATION DESCRIPTION
 DM3920
 DM3920'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3920'IN BAXTER, 0.50 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY 371 BYPASS FROM
 DM3920'THE JUNCTION OF TRUNK HIGHWAY 371 BYPASS AND TRUNK HIGHWAY 210, TO
 DM3920'TRUNK HIGHWAY 371 BYPASS MILEPOST 32.0, THENCE 0.05 MI (0.1 KM) EAST
 DM3920'ON COLLEGE ROAD.
 DM3920' 
 DM3920'THENCE GO 0.40 MI (0.6 KM) NORTH AND EAST ON INDUSTRIAL PARK ROAD,
 DM3920'THENCE 0.15 MI (0.2 KM) SOUTH THROUGH MNDT MAINTENANCE SECURITY FENCE
 DM3920'TO MARK NEAR GAS TANKS, 80 FT (24.4 M) SOUTHWEST OF THE SOUTHEAST
 DM3920'CORNER OF GAS BUILDING, 90 FT (27.4 M) NORTHEAST OF LIGHT POLE, 7 FT
 DM3920'(2.1 M) EAST OF EDGE OF BITUMINOUS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5531 ***********************************************************************
 AH5531  DESIGNATION -  1809 B
 AH5531  PID         -  AH5531
 AH5531  STATE/COUNTY-  MN/CROW WING
 AH5531  COUNTRY     -  US
 AH5531  USGS QUAD   -  BRAINERD (1994)
 AH5531
 AH5531                         *CURRENT SURVEY CONTROL
 AH5531  ______________________________________________________________________
 AH5531* NAD 83(1986) POSITION- 46 20 17.     (N) 094 14 40.     (W)   SCALED    
 AH5531* NAVD 88 ORTHO HEIGHT -   363.065  (meters)    1191.16  (feet) ADJUSTED  
 AH5531  ______________________________________________________________________
 AH5531  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AH5531  DYNAMIC HEIGHT  -        363.078 (meters)     1191.20  (feet) COMP
 AH5531  MODELED GRAVITY -    980,640.3   (mgal)                       NAVD 88
 AH5531
 AH5531  VERT ORDER      -  SECOND    CLASS I
 AH5531
 AH5531.The horizontal coordinates were scaled from a topographic map and have
 AH5531.an estimated accuracy of +/- 6 seconds.
 AH5531.
 AH5531.The orthometric height was determined by differential leveling and
 AH5531.adjusted in June 1999.
 AH5531
 AH5531.The dynamic height is computed by dividing the NAVD 88
 AH5531.geopotential number by the normal gravity value computed on the
 AH5531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5531.degrees latitude (g = 980.6199 gals.).
 AH5531
 AH5531.The modeled gravity was interpolated from observed gravity values.
 AH5531
 AH5531;                    North         East    Units  Estimated Accuracy
 AH5531;SPC MN C     -   248,720.      800,430.      MT  (+/- 180 meters Scaled)
 AH5531
 AH5531                          SUPERSEDED SURVEY CONTROL
 AH5531
 AH5531.No superseded survey control is available for this station.
 AH5531
 AH5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM042323(NAD 83)
 AH5531
 AH5531_MARKER: DV = VERTICAL CONTROL DISK
 AH5531_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5531_STAMPING: 1809 B 1991
 AH5531_MARK LOGO: MNDT  
 AH5531_PROJECTION: FLUSH
 AH5531_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5531+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5531_ROD/PIPE-DEPTH: 21.0 meters
 AH5531
 AH5531  HISTORY     - Date     Condition        Report By
 AH5531  HISTORY     - 1991     MONUMENTED       MNDT
 AH5531  HISTORY     - 20050322 GOOD             MNDT
 AH5531  HISTORY     - 20050322 GOOD             MNDT
 AH5531
 AH5531                          STATION DESCRIPTION
 AH5531
 AH5531'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5531'THE MARK IS LOCATED IN BAXTER, 0.95 MI (1.53 KM) SOUTH ON EVERGREEN
 AH5531'DRIVE FROM THE WEST JCT OF TH 371 AND TH 210, 32 FT (9.8 M) EAST OF
 AH5531'EVERGREEN DRIVE, 28.5 FT (8.7 M) NORTH OF THE ENT TO THE SAND BURR
 AH5531'GULCH RANCH (C. L. WARNER), 44 FT (13.4 M) NORTH OF TEL PEDESTAL NO
 AH5531'412-3, 2.7 FT (0.8 M) WEST OF A FENCELINE, 15.5 FT (4.7 M) NNW OF THE
 AH5531'COR FENCE POST, AND 0.9 FT (27.4 CM) NORTH OF A WIT POST.
 AH5531
 AH5531                          STATION RECOVERY (2005)
 AH5531
 AH5531'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH5531'IN BAXTER, 0.95 MILES SOUTH ON EVERGREEN DRIVE FROM WEST JUNCTION OF
 AH5531'TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210, 32 FEET EAST OF EVERGREEN
 AH5531'DRIVE, 28.5 FEET NORTH OF ENTRANCE TO SAND BURR GULCH RANCH (C.L.
 AH5531'WARNER), 44 FEET NORTH OF TELEPHONE PEDESTAL 412-3, 2.7 FEET WEST OF
 AH5531'FENCELINE, 15.5 FEET NORTH-NORTHWEST OF CORNER FENCE POST, 0.9 FEET
 AH5531'NORTH OF WITNESS POST
 AH5531
 AH5531                          STATION RECOVERY (2005)
 AH5531
 AH5531'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AH5531'IN BAXTER, 0.95 MILES SOUTH ON EVERGREEN DRIVE FROM WEST JUNCTION OF
 AH5531'TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210, 32 FEET EAST OF EVERGREEN
 AH5531'DRIVE, 28.5 FEET NORTH OF ENTRANCE TO SAND BURR GULCH RANCH (C.L.
 AH5531'WARNER), 44 FEET NORTH OF TELEPHONE PEDESTAL 412-3, 2.7 FEET WEST OF
 AH5531'FENCELINE, 15.5 FEET NORTH-NORTHWEST OF CORNER FENCE POST, 0.9 FEET
 AH5531'NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5532 ***********************************************************************
 AH5532  DESIGNATION -  1809 C
 AH5532  PID         -  AH5532
 AH5532  STATE/COUNTY-  MN/CROW WING
 AH5532  COUNTRY     -  US
 AH5532  USGS QUAD   -  BAXTER (1994)
 AH5532
 AH5532                         *CURRENT SURVEY CONTROL
 AH5532  ______________________________________________________________________
 AH5532* NAD 83(1986) POSITION- 46 19 29.     (N) 094 15 07.     (W)   SCALED    
 AH5532* NAVD 88 ORTHO HEIGHT -   363.454  (meters)    1192.43  (feet) ADJUSTED  
 AH5532  ______________________________________________________________________
 AH5532  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 AH5532  DYNAMIC HEIGHT  -        363.467 (meters)     1192.47  (feet) COMP
 AH5532  MODELED GRAVITY -    980,640.2   (mgal)                       NAVD 88
 AH5532
 AH5532  VERT ORDER      -  SECOND    CLASS I
 AH5532
 AH5532.The horizontal coordinates were scaled from a topographic map and have
 AH5532.an estimated accuracy of +/- 6 seconds.
 AH5532.
 AH5532.The orthometric height was determined by differential leveling and
 AH5532.adjusted in June 1999.
 AH5532
 AH5532.The dynamic height is computed by dividing the NAVD 88
 AH5532.geopotential number by the normal gravity value computed on the
 AH5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5532.degrees latitude (g = 980.6199 gals.).
 AH5532
 AH5532.The modeled gravity was interpolated from observed gravity values.
 AH5532
 AH5532;                    North         East    Units  Estimated Accuracy
 AH5532;SPC MN C     -   247,240.      799,850.      MT  (+/- 180 meters Scaled)
 AH5532
 AH5532                          SUPERSEDED SURVEY CONTROL
 AH5532
 AH5532.No superseded survey control is available for this station.
 AH5532
 AH5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM036308(NAD 83)
 AH5532
 AH5532_MARKER: DV = VERTICAL CONTROL DISK
 AH5532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5532_STAMPING: 1809 C 1991
 AH5532_MARK LOGO: MNDT  
 AH5532_PROJECTION: FLUSH
 AH5532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5532+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5532_ROD/PIPE-DEPTH: 25.0 meters
 AH5532
 AH5532  HISTORY     - Date     Condition        Report By
 AH5532  HISTORY     - 1991     MONUMENTED       MNDT
 AH5532
 AH5532                          STATION DESCRIPTION
 AH5532
 AH5532'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5532'MARK IS LOCATED SW OF BRAINERD, 1.3 MI (2.1 KM) SOUTH ON EVERGREEN
 AH5532'DRIVE FROM THE WEST JCT OF TH 371 AND TH 210, THEN 0.25 MI (0.40 KM)
 AH5532'WEST ON CO RD 48, THEN 0.6 MI (1.0 KM) SOUTH ON FORESTVIEW DRIVE TO
 AH5532'THE JCT OF SCENIC CIRCLE DRIVE, 26.5 FT (8.1 M) ENE OF FORESTVIEW
 AH5532'DRIVE, 36.5 FT (11.1 M) SSE OF SCENIC CIRCLE DRIVE, AND 1.4 FT (0.4 M)
 AH5532'WNW OF A STREET SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5533 ***********************************************************************
 AH5533  DESIGNATION -  1809 D
 AH5533  PID         -  AH5533
 AH5533  STATE/COUNTY-  MN/CROW WING
 AH5533  COUNTRY     -  US
 AH5533  USGS QUAD   -  BAXTER (1994)
 AH5533
 AH5533                         *CURRENT SURVEY CONTROL
 AH5533  ______________________________________________________________________
 AH5533* NAD 83(1986) POSITION- 46 18 52.     (N) 094 15 43.     (W)   SCALED    
 AH5533* NAVD 88 ORTHO HEIGHT -   363.068  (meters)    1191.17  (feet) ADJUSTED  
 AH5533  ______________________________________________________________________
 AH5533  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AH5533  DYNAMIC HEIGHT  -        363.081 (meters)     1191.21  (feet) COMP
 AH5533  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 AH5533
 AH5533  VERT ORDER      -  SECOND    CLASS I
 AH5533
 AH5533.The horizontal coordinates were scaled from a topographic map and have
 AH5533.an estimated accuracy of +/- 6 seconds.
 AH5533.
 AH5533.The orthometric height was determined by differential leveling and
 AH5533.adjusted in June 1999.
 AH5533
 AH5533.The dynamic height is computed by dividing the NAVD 88
 AH5533.geopotential number by the normal gravity value computed on the
 AH5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5533.degrees latitude (g = 980.6199 gals.).
 AH5533
 AH5533.The modeled gravity was interpolated from observed gravity values.
 AH5533
 AH5533;                    North         East    Units  Estimated Accuracy
 AH5533;SPC MN C     -   246,100.      799,080.      MT  (+/- 180 meters Scaled)
 AH5533
 AH5533                          SUPERSEDED SURVEY CONTROL
 AH5533
 AH5533.No superseded survey control is available for this station.
 AH5533
 AH5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM028297(NAD 83)
 AH5533
 AH5533_MARKER: DV = VERTICAL CONTROL DISK
 AH5533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5533_STAMPING: 1809 D 1991
 AH5533_MARK LOGO: MNDT  
 AH5533_PROJECTION: FLUSH
 AH5533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5533+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5533_ROD/PIPE-DEPTH: 27.4 meters
 AH5533
 AH5533  HISTORY     - Date     Condition        Report By
 AH5533  HISTORY     - 1991     MONUMENTED       MNDT
 AH5533
 AH5533                          STATION DESCRIPTION
 AH5533
 AH5533'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5533'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SW OF BRAINERD, 1.3 MI (2.1
 AH5533'KM) SOUTH ON EVERGREEN DRIVE FROM THE WEST JCT OF TH 371 AND TH 210,
 AH5533'THEN 0.25 MI (0.40 KM) WEST ON CO RD 48, THEN 1.65 MI (2.66 KM) SOUTH
 AH5533'ON FORESTVIEW DRIVE, THEN 0.2 MI (0.3 KM) EAST ALONG THE POWERLINE AT
 AH5533'THE FIRST POLE WEST OF THE RIVER, 75 FT (22.9 M) WEST OF THE WEST BANK
 AH5533'OF THE MISSISSIPPI RIVER, 3.3 FT (1.0 M) NW OF A P-POLE, AND 1.4 FT
 AH5533'(0.4 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5534 ***********************************************************************
 AH5534  DESIGNATION -  1809 E
 AH5534  PID         -  AH5534
 AH5534  STATE/COUNTY-  MN/CROW WING
 AH5534  COUNTRY     -  US
 AH5534  USGS QUAD   -  BAXTER (1994)
 AH5534
 AH5534                         *CURRENT SURVEY CONTROL
 AH5534  ______________________________________________________________________
 AH5534* NAD 83(1986) POSITION- 46 18 51.     (N) 094 15 38.     (W)   SCALED    
 AH5534* NAVD 88 ORTHO HEIGHT -   360.632  (meters)    1183.17  (feet) ADJUSTED  
 AH5534  ______________________________________________________________________
 AH5534  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AH5534  DYNAMIC HEIGHT  -        360.645 (meters)     1183.22  (feet) COMP
 AH5534  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 AH5534
 AH5534  VERT ORDER      -  SECOND    CLASS I
 AH5534
 AH5534.The horizontal coordinates were scaled from a topographic map and have
 AH5534.an estimated accuracy of +/- 6 seconds.
 AH5534.
 AH5534.The orthometric height was determined by differential leveling and
 AH5534.adjusted in June 1999.
 AH5534
 AH5534.The dynamic height is computed by dividing the NAVD 88
 AH5534.geopotential number by the normal gravity value computed on the
 AH5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5534.degrees latitude (g = 980.6199 gals.).
 AH5534
 AH5534.The modeled gravity was interpolated from observed gravity values.
 AH5534
 AH5534;                    North         East    Units  Estimated Accuracy
 AH5534;SPC MN C     -   246,070.      799,190.      MT  (+/- 180 meters Scaled)
 AH5534
 AH5534                          SUPERSEDED SURVEY CONTROL
 AH5534
 AH5534.No superseded survey control is available for this station.
 AH5534
 AH5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM029297(NAD 83)
 AH5534
 AH5534_MARKER: DV = VERTICAL CONTROL DISK
 AH5534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5534_STAMPING: 1809 E 1991
 AH5534_MARK LOGO: MNDT  
 AH5534_PROJECTION: FLUSH
 AH5534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5534+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5534_ROD/PIPE-DEPTH: 30.5 meters
 AH5534
 AH5534  HISTORY     - Date     Condition        Report By
 AH5534  HISTORY     - 1991     MONUMENTED       MNDT
 AH5534
 AH5534                          STATION DESCRIPTION
 AH5534
 AH5534'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5534'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SW OF BRAINERD, 0.8 MI (1.3
 AH5534'KM) NORTH ON A GRAVEL RD FROM THE JCT OF A NE-SW ST AND A NW-SE ST AND
 AH5534'TWP RD NORTH IN THE NE PART OF BARROWS TO THE POWER LINE CROSSING,
 AH5534'THEN 0.35 MI (0.56 KM) SW ALONG THE POWERLINE, 50 FT (15.2 M) EAST OF
 AH5534'THE EAST BANK OF THE MISSISSIPPI RIVER, 3.5 FT (1.1 M) NE OF A P-POLE,
 AH5534'AND 2.0 FT (0.6 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5535 ***********************************************************************
 AH5535  DESIGNATION -  1809 F
 AH5535  PID         -  AH5535
 AH5535  STATE/COUNTY-  MN/CROW WING
 AH5535  COUNTRY     -  US
 AH5535  USGS QUAD   -  BAXTER (1994)
 AH5535
 AH5535                         *CURRENT SURVEY CONTROL
 AH5535  ______________________________________________________________________
 AH5535* NAD 83(1986) POSITION- 46 18 58.     (N) 094 15 11.     (W)   SCALED    
 AH5535* NAVD 88 ORTHO HEIGHT -   364.423  (meters)    1195.61  (feet) ADJUSTED  
 AH5535  ______________________________________________________________________
 AH5535  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 AH5535  DYNAMIC HEIGHT  -        364.436 (meters)     1195.65  (feet) COMP
 AH5535  MODELED GRAVITY -    980,639.8   (mgal)                       NAVD 88
 AH5535
 AH5535  VERT ORDER      -  SECOND    CLASS I
 AH5535
 AH5535.The horizontal coordinates were scaled from a topographic map and have
 AH5535.an estimated accuracy of +/- 6 seconds.
 AH5535.
 AH5535.The orthometric height was determined by differential leveling and
 AH5535.adjusted in June 1999.
 AH5535
 AH5535.The dynamic height is computed by dividing the NAVD 88
 AH5535.geopotential number by the normal gravity value computed on the
 AH5535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5535.degrees latitude (g = 980.6199 gals.).
 AH5535
 AH5535.The modeled gravity was interpolated from observed gravity values.
 AH5535
 AH5535;                    North         East    Units  Estimated Accuracy
 AH5535;SPC MN C     -   246,280.      799,770.      MT  (+/- 180 meters Scaled)
 AH5535
 AH5535                          SUPERSEDED SURVEY CONTROL
 AH5535
 AH5535.No superseded survey control is available for this station.
 AH5535
 AH5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM035299(NAD 83)
 AH5535
 AH5535_MARKER: DV = VERTICAL CONTROL DISK
 AH5535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5535_STAMPING: 1809 F 1991
 AH5535_MARK LOGO: MNDT  
 AH5535_PROJECTION: RECESSED 5 CENTIMETERS
 AH5535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5535+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5535_ROD/PIPE-DEPTH: 30.5 meters
 AH5535
 AH5535  HISTORY     - Date     Condition        Report By
 AH5535  HISTORY     - 1991     MONUMENTED       MNDT
 AH5535
 AH5535                          STATION DESCRIPTION
 AH5535
 AH5535'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5535'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SW OF BRAINERD, 0.8 MI (1.3
 AH5535'KM) NORTH ON GRAVEL RD FROM THE JCT OF A NE-SW ST AND A NW-SE ST AND A
 AH5535'TWP RD NORTH IN NE PART OF BARROWS TO THE POWER LINE CROSSING, 225.0
 AH5535'FT (68.6 M) EAST OF GRAVEL RD, 16.5 FT (5.0 M) NORTH OF GRAVEL RD, 4
 AH5535'FT (1.2 M) WEST OF A P-POLE, AND 2.2 FT (0.7 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5536 ***********************************************************************
 AH5536  DESIGNATION -  1809 G
 AH5536  PID         -  AH5536
 AH5536  STATE/COUNTY-  MN/CROW WING
 AH5536  COUNTRY     -  US
 AH5536  USGS QUAD   -  BAXTER (1994)
 AH5536
 AH5536                         *CURRENT SURVEY CONTROL
 AH5536  ______________________________________________________________________
 AH5536* NAD 83(1986) POSITION- 46 18 19.     (N) 094 15 06.     (W)   SCALED    
 AH5536* NAVD 88 ORTHO HEIGHT -   366.783  (meters)    1203.35  (feet) ADJUSTED  
 AH5536  ______________________________________________________________________
 AH5536  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 AH5536  DYNAMIC HEIGHT  -        366.796 (meters)     1203.40  (feet) COMP
 AH5536  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 AH5536
 AH5536  VERT ORDER      -  SECOND    CLASS I
 AH5536
 AH5536.The horizontal coordinates were scaled from a topographic map and have
 AH5536.an estimated accuracy of +/- 6 seconds.
 AH5536.
 AH5536.The orthometric height was determined by differential leveling and
 AH5536.adjusted in June 1999.
 AH5536
 AH5536.The dynamic height is computed by dividing the NAVD 88
 AH5536.geopotential number by the normal gravity value computed on the
 AH5536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5536.degrees latitude (g = 980.6199 gals.).
 AH5536
 AH5536.The modeled gravity was interpolated from observed gravity values.
 AH5536
 AH5536;                    North         East    Units  Estimated Accuracy
 AH5536;SPC MN C     -   245,080.      799,870.      MT  (+/- 180 meters Scaled)
 AH5536
 AH5536                          SUPERSEDED SURVEY CONTROL
 AH5536
 AH5536.No superseded survey control is available for this station.
 AH5536
 AH5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM036287(NAD 83)
 AH5536
 AH5536_MARKER: DV = VERTICAL CONTROL DISK
 AH5536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5536_STAMPING: 1809 G 1991
 AH5536_MARK LOGO: MNDT  
 AH5536_PROJECTION: FLUSH
 AH5536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5536+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5536_ROD/PIPE-DEPTH: 22.9 meters
 AH5536
 AH5536  HISTORY     - Date     Condition        Report By
 AH5536  HISTORY     - 1991     MONUMENTED       MNDT
 AH5536
 AH5536                          STATION DESCRIPTION
 AH5536
 AH5536'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5536'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SW OF BRAINERD IN THE NE
 AH5536'PART OF BARROWS, 2 BLOCKS NW OF TH 371, AT THE JCT OF A SW-NE ST AND A
 AH5536'NW-SE ST, 64 FT (19.5 M) NW OF A BIT RD, 35.5 FT (10.8 M) WEST OF A
 AH5536'GRAVEL RD, 3.2 FT (1.0 M) SOUTH OF A P-POLE, AND 1.0 FT (0.3 M) NORTH
 AH5536'OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8747 ***********************************************************************
 DF8747  DESIGNATION -  1809 J
 DF8747  PID         -  DF8747
 DF8747  STATE/COUNTY-  MN/CROW WING
 DF8747  COUNTRY     -  US
 DF8747  USGS QUAD   -  BAXTER (1994)
 DF8747
 DF8747                         *CURRENT SURVEY CONTROL
 DF8747  ______________________________________________________________________
 DF8747* NAD 83(2007) POSITION- 46 17 01.15832(N) 094 17 07.35411(W)   ADJUSTED  
 DF8747* NAD 83(2007) ELLIP HT-   336.943 (meters)        (02/10/07)   ADJUSTED
 DF8747* NAD 83(2007) EPOCH   -  2002.00
 DF8747* NAVD 88 ORTHO HEIGHT -   364.005  (meters)    1194.24  (feet) ADJUSTED  
 DF8747  ______________________________________________________________________
 DF8747  NAD 83(2007) X  -   -329,968.540 (meters)                     COMP
 DF8747  NAD 83(2007) Y  - -4,403,472.894 (meters)                     COMP
 DF8747  NAD 83(2007) Z  -  4,587,337.019 (meters)                     COMP
 DF8747  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC09
 DF8747  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DF8747  DYNAMIC HEIGHT  -        364.017 (meters)     1194.28  (feet) COMP
 DF8747  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DF8747
 DF8747  VERT ORDER      -  SECOND    CLASS I
 DF8747
 DF8747  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8747  Type                                         Horiz  Ellip  Dist(km)
 DF8747  -------------------------------------------------------------------
 DF8747  NETWORK                                       0.57   0.69
 DF8747  -------------------------------------------------------------------
 DF8747  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.54   0.59      1.80
 DF8747  -------------------------------------------------------------------
 DF8747  NOTE: Click here for information on individual local accuracy
 DF8747  values and other accuracy information.
 DF8747
 DF8747
 DF8747.The horizontal coordinates were established by GPS observations
 DF8747.and adjusted by the National Geodetic Survey in February 2007.
 DF8747
 DF8747.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8747.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8747
 DF8747.The horizontal coordinates are valid at the epoch date displayed above
 DF8747.which is a decimal equivalence of Year/Month/Day.
 DF8747
 DF8747.The orthometric height was determined by differential leveling and
 DF8747.adjusted in December 2004.
 DF8747
 DF8747.Photographs are available for this station.
 DF8747
 DF8747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8747
 DF8747.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8747
 DF8747.The ellipsoidal height was determined by GPS observations
 DF8747.and is referenced to NAD 83.
 DF8747
 DF8747.The dynamic height is computed by dividing the NAVD 88
 DF8747.geopotential number by the normal gravity value computed on the
 DF8747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8747.degrees latitude (g = 980.6199 gals.).
 DF8747
 DF8747.The modeled gravity was interpolated from observed gravity values.
 DF8747
 DF8747. The following values were computed from the NAD 83(2007) position.
 DF8747
 DF8747;                    North         East     Units Scale Factor Converg.
 DF8747;SPC MN C     -   242,673.753   797,273.896   MT  0.99992242   -0 01 32.1
 DF8747;SPC MN C     -   796,172.14  2,615,722.77   sFT  0.99992242   -0 01 32.1
 DF8747;UTM  15      - 5,126,367.153   400,980.534   MT  0.99972053   -0 55 44.8
 DF8747
 DF8747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8747!SPC MN C     -   0.99994718  x   0.99992242  =   0.99986961
 DF8747!UTM  15      -   0.99994718  x   0.99972053  =   0.99966773
 DF8747
 DF8747                          SUPERSEDED SURVEY CONTROL
 DF8747
 DF8747  NAD 83(1996)-  46 17 01.15806(N)    094 17 07.35349(W) AD(       ) 1
 DF8747  ELLIP H (10/22/03)  336.976  (m)                       GP(       ) 4 1
 DF8747  NAVD 88 (10/22/03)  364.01   (m)         1194.3    (f) LEVELING    3  
 DF8747
 DF8747.Superseded values are not recommended for survey control.
 DF8747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8747.See file dsdata.txt to determine how the superseded data were derived.
 DF8747
 DF8747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0098026367(NAD 83)
 DF8747
 DF8747_MARKER: DD = SURVEY DISK
 DF8747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8747_STAMPING: 1809 J 2000
 DF8747_MARK LOGO: MNDT  
 DF8747_PROJECTION: RECESSED 3 CENTIMETERS
 DF8747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8747+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DF8747_ROD/PIPE-DEPTH: 25.9 meters
 DF8747
 DF8747  HISTORY     - Date     Condition        Report By
 DF8747  HISTORY     - 2000     MONUMENTED       MNDT
 DF8747  HISTORY     - 20000401 GOOD             MNDT
 DF8747  HISTORY     - 20000605 GOOD             MNDT
 DF8747  HISTORY     - 20050517 GOOD             MNDT
 DF8747  HISTORY     - 20060321 GOOD             MNDT
 DF8747
 DF8747                          STATION DESCRIPTION
 DF8747
 DF8747'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8747'4 MI (6.4 KM) SOUTH OF BAXTER, 2.35 MI (3.78 KM) SW ON TH 371 FROM
 DF8747'BRIDGE OVER MISSISSIPPI RIVER, 45.0 FT (13.7 M) SE OF NB TH 371, 39.2
 DF8747'FT (11.9 M) NW OF CABLE PEDESTAL, 23 FT (7.0 M) NE OF DRIVEWAY, 2.5 FT
 DF8747'(0.8 M) SW OF WIT POST, RECESSED 1 INCH, MAGNETIC.
 DF8747
 DF8747                          STATION RECOVERY (2000)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 DF8747'4.0 MI (6.4 KM) SOUTH OF BAXTER, 2.35 MI (3.78 KM) SW ALONG TH 371
 DF8747'BY-PASS FROM JCT OF TH 371 BY-PASS AND BRIDGE OVER MISSISSIPPI RIVER
 DF8747'(3 MI SOUTH OF BAXTER), 45.0 FT (13.7 M) SE OF NB TH 371, 39.2 FT
 DF8747'(11.9 M) NW OF CABLE PEDESTAL, 23.0 FT (7.0 M) NE OF DRIVEWAY, 2.5 FT
 DF8747'(0.8 M) SW OF WIT POST, STA RECESSED 1 INCH, MAGNETIC.
 DF8747
 DF8747                          STATION RECOVERY (2005)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DJS)
 DF8747'4 MILES SOUTH OF BAXTER, 2.35 MILES SOUTHWEST OF MISSISSIPPI RIVER
 DF8747'BRIDGE, AT TRUNK  HIGHWAY 371 MILEPOINT 24.05, 45 FEET SOUTHEAST OF
 DF8747'NORTHBOUND TRUNK HIGHWAY 371, 39.2  FEET NORTHWEST OF CABLE PEDESTAL,
 DF8747'23 FEET NORTHEAST OF DRIVEWAY, 2.5 FEET SOUTHWEST  OF WITNESS POST
 DF8747
 DF8747                          STATION RECOVERY (2006)
 DF8747
 DF8747'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF8747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8748 ***********************************************************************
 DF8748  DESIGNATION -  1809 K
 DF8748  PID         -  DF8748
 DF8748  STATE/COUNTY-  MN/CROW WING
 DF8748  COUNTRY     -  US
 DF8748  USGS QUAD   -  BAXTER (1994)
 DF8748
 DF8748                         *CURRENT SURVEY CONTROL
 DF8748  ______________________________________________________________________
 DF8748* NAD 83(2007) POSITION- 46 18 44.54871(N) 094 16 02.53861(W)   ADJUSTED  
 DF8748* NAD 83(2007) ELLIP HT-   341.932 (meters)        (02/10/07)   ADJUSTED
 DF8748* NAD 83(2007) EPOCH   -  2002.00
 DF8748* NAVD 88 ORTHO HEIGHT -   369.063  (meters)    1210.83  (feet) ADJUSTED  
 DF8748  ______________________________________________________________________
 DF8748  NAD 83(2007) X  -   -328,413.314 (meters)                     COMP
 DF8748  NAD 83(2007) Y  - -4,401,278.166 (meters)                     COMP
 DF8748  NAD 83(2007) Z  -  4,589,546.385 (meters)                     COMP
 DF8748  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC09
 DF8748  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DF8748  DYNAMIC HEIGHT  -        369.076 (meters)     1210.88  (feet) COMP
 DF8748  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 DF8748
 DF8748  VERT ORDER      -  SECOND    CLASS I
 DF8748
 DF8748  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8748  Type                                         Horiz  Ellip  Dist(km)
 DF8748  -------------------------------------------------------------------
 DF8748  NETWORK                                       0.64   0.82
 DF8748  -------------------------------------------------------------------
 DF8748  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.67      0.82
 DF8748  -------------------------------------------------------------------
 DF8748  NOTE: Click here for information on individual local accuracy
 DF8748  values and other accuracy information.
 DF8748
 DF8748
 DF8748.The horizontal coordinates were established by GPS observations
 DF8748.and adjusted by the National Geodetic Survey in February 2007.
 DF8748
 DF8748.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8748.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8748
 DF8748.The horizontal coordinates are valid at the epoch date displayed above
 DF8748.which is a decimal equivalence of Year/Month/Day.
 DF8748
 DF8748.The orthometric height was determined by differential leveling and
 DF8748.adjusted in December 2004.
 DF8748
 DF8748.Photographs are available for this station.
 DF8748
 DF8748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8748
 DF8748.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8748
 DF8748.The ellipsoidal height was determined by GPS observations
 DF8748.and is referenced to NAD 83.
 DF8748
 DF8748.The dynamic height is computed by dividing the NAVD 88
 DF8748.geopotential number by the normal gravity value computed on the
 DF8748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8748.degrees latitude (g = 980.6199 gals.).
 DF8748
 DF8748.The modeled gravity was interpolated from observed gravity values.
 DF8748
 DF8748. The following values were computed from the NAD 83(2007) position.
 DF8748
 DF8748;                    North         East     Units Scale Factor Converg.
 DF8748;SPC MN C     -   245,865.426   798,662.017   MT  0.99992210   -0 00 45.2
 DF8748;SPC MN C     -   806,643.49  2,620,276.97   sFT  0.99992210   -0 00 45.2
 DF8748;UTM  15      - 5,129,535.890   402,418.531   MT  0.99971705   -0 54 59.5
 DF8748
 DF8748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8748!SPC MN C     -   0.99994640  x   0.99992210  =   0.99986850
 DF8748!UTM  15      -   0.99994640  x   0.99971705  =   0.99966347
 DF8748
 DF8748:                Primary Azimuth Mark                     Grid Az
 DF8748:SPC MN C     -  LEAS                                     356 02 25.3
 DF8748:UTM  15      -  LEAS                                     356 56 39.6
 DF8748
 DF8748|---------------------------------------------------------------------|
 DF8748| PID    Reference Object                     Distance      Geod. Az  |
 DF8748|                                                           dddmmss.s |
 DF8748| DF8735 LEAS                                APPROX. 0.6 KM 3560140.1 |
 DF8748| DF8749 1809 L                              161.812 METERS 35919     |
 DF8748|---------------------------------------------------------------------|
 DF8748
 DF8748                          SUPERSEDED SURVEY CONTROL
 DF8748
 DF8748  NAD 83(1996)-  46 18 44.54845(N)    094 16 02.53788(W) AD(       ) 1
 DF8748  ELLIP H (10/22/03)  341.965  (m)                       GP(       ) 4 1
 DF8748  NAVD 88 (10/22/03)  369.06   (m)         1210.8    (f) LEVELING    3  
 DF8748
 DF8748.Superseded values are not recommended for survey control.
 DF8748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8748.See file dsdata.txt to determine how the superseded data were derived.
 DF8748
 DF8748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0241829535(NAD 83)
 DF8748
 DF8748_MARKER: DD = SURVEY DISK
 DF8748_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8748_SP_SET: JERSEY BARRIER
 DF8748_STAMPING: 1809 K 2000
 DF8748_MARK LOGO: MNDT  
 DF8748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8748+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DF8748
 DF8748  HISTORY     - Date     Condition        Report By
 DF8748  HISTORY     - 1999     MONUMENTED       MNDT
 DF8748  HISTORY     - 20000401 GOOD             MNDT
 DF8748  HISTORY     - 20000601 GOOD             MNDT
 DF8748  HISTORY     - 20060608 GOOD             MNDT
 DF8748
 DF8748                          STATION DESCRIPTION
 DF8748
 DF8748'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8748'3.4 MI (5.5 KM) SSW OF BAXTER, IN RAILING AT SE CORNER OF BRIDGE OVER
 DF8748'MISSISSIPPI RIVER, 3.1 MI (5.0 KM) SSW ALONG TH 371 FROM JCT OF TH
 DF8748'210, 25.1 FT (7.7 M) EAST OF NB TH 371, 25.3 FT (7.7 M) NNW OF NE
 DF8748'CORNER OF PILLAR, 3 FT (0.9 M) ABOVE BRIDGE DECK
 DF8748
 DF8748                          STATION RECOVERY (2000)
 DF8748
 DF8748'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF8748'THE MARK WAS RECOVEREDIN GOOD CONDITION.  THE MARK IS 3.4 MI (5.5 KM)
 DF8748'SSW OF BAXTER, IN RAILING AT NE CORNER OF TH 371 BY-PASS BRIDGE NO
 DF8748'18004 OVER MISSISSIPPI RIVER, 3.05 MI (4.91 KM) SSW ALONG TH 371
 DF8748'BY-PASS FROM WEST JCT OF TH 371 AND TH 210 IN BAXTER, 24.8 FT (7.6 M)
 DF8748'EAST OF NB TH 371 BY-PASS, 32.0 FT (9.8 M) SSW OF SW COR OF BRDG
 DF8748'PILLAR, STA PROJECTS 3.0 FT (0.9 M) ABOVE BRIDGE DECK.  DISK SET IN
 DF8748'BRIDGE WHEN BUILT IN 1999 THEN STAMPED IN 2000.
 DF8748
 DF8748                          STATION RECOVERY (2006)
 DF8748
 DF8748'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 DF8748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8749 ***********************************************************************
 DF8749  DESIGNATION -  1809 L
 DF8749  PID         -  DF8749
 DF8749  STATE/COUNTY-  MN/CROW WING
 DF8749  COUNTRY     -  US
 DF8749  USGS QUAD   -  BAXTER (1994)
 DF8749
 DF8749                         *CURRENT SURVEY CONTROL
 DF8749  ______________________________________________________________________
 DF8749* NAD 83(2007) POSITION- 46 18 49.78887(N) 094 16 02.62921(W)   ADJUSTED  
 DF8749* NAD 83(2007) ELLIP HT-   342.691 (meters)        (02/10/07)   ADJUSTED
 DF8749* NAD 83(2007) EPOCH   -  2002.00
 DF8749* NAVD 88 ORTHO HEIGHT -   369.830  (meters)    1213.35  (feet) ADJUSTED  
 DF8749  ______________________________________________________________________
 DF8749  NAD 83(2007) X  -   -328,406.580 (meters)                     COMP
 DF8749  NAD 83(2007) Y  - -4,401,161.860 (meters)                     COMP
 DF8749  NAD 83(2007) Z  -  4,589,658.698 (meters)                     COMP
 DF8749  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC09
 DF8749  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DF8749  DYNAMIC HEIGHT  -        369.843 (meters)     1213.39  (feet) COMP
 DF8749  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 DF8749
 DF8749  VERT ORDER      -  SECOND    CLASS I
 DF8749
 DF8749  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8749  Type                                         Horiz  Ellip  Dist(km)
 DF8749  -------------------------------------------------------------------
 DF8749  NETWORK                                       0.65   0.82
 DF8749  -------------------------------------------------------------------
 DF8749  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.67      0.98
 DF8749  -------------------------------------------------------------------
 DF8749  NOTE: Click here for information on individual local accuracy
 DF8749  values and other accuracy information.
 DF8749
 DF8749
 DF8749.The horizontal coordinates were established by GPS observations
 DF8749.and adjusted by the National Geodetic Survey in February 2007.
 DF8749
 DF8749.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8749.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8749
 DF8749.The horizontal coordinates are valid at the epoch date displayed above
 DF8749.which is a decimal equivalence of Year/Month/Day.
 DF8749
 DF8749.The orthometric height was determined by differential leveling and
 DF8749.adjusted in December 2004.
 DF8749
 DF8749.Photographs are available for this station.
 DF8749
 DF8749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8749
 DF8749.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8749
 DF8749.The ellipsoidal height was determined by GPS observations
 DF8749.and is referenced to NAD 83.
 DF8749
 DF8749.The dynamic height is computed by dividing the NAVD 88
 DF8749.geopotential number by the normal gravity value computed on the
 DF8749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8749.degrees latitude (g = 980.6199 gals.).
 DF8749
 DF8749.The modeled gravity was interpolated from observed gravity values.
 DF8749
 DF8749. The following values were computed from the NAD 83(2007) position.
 DF8749
 DF8749;                    North         East     Units Scale Factor Converg.
 DF8749;SPC MN C     -   246,027.215   798,660.114   MT  0.99992209   -0 00 45.3
 DF8749;SPC MN C     -   807,174.29  2,620,270.72   sFT  0.99992209   -0 00 45.3
 DF8749;UTM  15      - 5,129,697.655   402,419.181   MT  0.99971705   -0 54 59.7
 DF8749
 DF8749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8749!SPC MN C     -   0.99994628  x   0.99992209  =   0.99986838
 DF8749!UTM  15      -   0.99994628  x   0.99971705  =   0.99966335
 DF8749
 DF8749:                Primary Azimuth Mark                     Grid Az
 DF8749:SPC MN C     -  LEAS                                     354 48 16.6
 DF8749:UTM  15      -  LEAS                                     355 42 31.0
 DF8749
 DF8749|---------------------------------------------------------------------|
 DF8749| PID    Reference Object                     Distance      Geod. Az  |
 DF8749|                                                           dddmmss.s |
 DF8749| DF8748 1809 K                              161.812 METERS 17919     |
 DF8749| DF8735 LEAS                                430.040 METERS 3544731.3 |
 DF8749|---------------------------------------------------------------------|
 DF8749
 DF8749                          SUPERSEDED SURVEY CONTROL
 DF8749
 DF8749  NAD 83(1996)-  46 18 49.78858(N)    094 16 02.62848(W) AD(       ) 1
 DF8749  ELLIP H (10/22/03)  342.725  (m)                       GP(       ) 4 1
 DF8749  NAVD 88 (10/22/03)  369.83   (m)         1213.4    (f) LEVELING    3  
 DF8749
 DF8749.Superseded values are not recommended for survey control.
 DF8749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8749.See file dsdata.txt to determine how the superseded data were derived.
 DF8749
 DF8749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0241929697(NAD 83)
 DF8749
 DF8749_MARKER: DD = SURVEY DISK
 DF8749_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF8749_SP_SET: JERSEY BARRIER
 DF8749_STAMPING: 1809 L 2000
 DF8749_MARK LOGO: MNDT  
 DF8749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8749+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 DF8749
 DF8749  HISTORY     - Date     Condition        Report By
 DF8749  HISTORY     - 1999     MONUMENTED       MNDT
 DF8749  HISTORY     - 20000401 GOOD             MNDT
 DF8749  HISTORY     - 20000601 GOOD             MNDT
 DF8749  HISTORY     - 20060608 GOOD             MNDT
 DF8749
 DF8749                          STATION DESCRIPTION
 DF8749
 DF8749'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8749'3.4 MI (5.5 KM) SSW OF BAXTER, IN RAILING AT NE COR OF TH 371 BRIDGE
 DF8749'OVER MISSISSIPPI RIVER, 3.05 MI (4.91 KM) SSW ON TH 371 FROM WEST OF
 DF8749'TH 210, 24.8 FT (7.6 M) EAST OF NB TH 371, 32.0 FT (9.8 M) SSW OF SW
 DF8749'CORNER OF PILLAR, 2.9 FT (0.9 M) ABOVE BRIDGE DECK.
 DF8749
 DF8749                          STATION RECOVERY (2000)
 DF8749
 DF8749'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF8749'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.4 MI (5.5 KM)
 DF8749'SSW OF BAXTER, IN RAILING AT NE COR OF TH 371 BY-PASS BRIDGE OVER
 DF8749'MISSISSIPPI RIVER , 3.05 MI (4.91 KM) SSW ALONG TH 371 BYPASS FROM
 DF8749'WEST JCT OF TH 371 AND TH 210 IN BAXTER, 24.8 FT (7.6 M) EAST OF NB TH
 DF8749'371 BY-PASS, 32.0 FT (9.8 M) SSW OF SW COR OF PILLAR, STA 2.9 FT (0.9
 DF8749'M) ABOVE BRIDGE DECK.  DISK SET IN BRIDGE WHEN BUILT IN 1999 THEN
 DF8749'STAMPED IN 2000.
 DF8749
 DF8749                          STATION RECOVERY (2006)
 DF8749
 DF8749'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 DF8749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8750 ***********************************************************************
 DF8750  DESIGNATION -  1809 M
 DF8750  PID         -  DF8750
 DF8750  STATE/COUNTY-  MN/CROW WING
 DF8750  COUNTRY     -  US
 DF8750  USGS QUAD   -  BAXTER (1994)
 DF8750
 DF8750                         *CURRENT SURVEY CONTROL
 DF8750  ______________________________________________________________________
 DF8750* NAD 83(2007) POSITION- 46 19 57.37402(N) 094 15 24.19911(W)   ADJUSTED  
 DF8750* NAD 83(2007) ELLIP HT-   338.896 (meters)        (02/10/07)   ADJUSTED
 DF8750* NAD 83(2007) EPOCH   -  2002.00
 DF8750* NAVD 88 ORTHO HEIGHT -   366.072  (meters)    1201.02  (feet) ADJUSTED  
 DF8750  ______________________________________________________________________
 DF8750  NAD 83(2007) X  -   -327,474.345 (meters)                     COMP
 DF8750  NAD 83(2007) Y  - -4,399,715.143 (meters)                     COMP
 DF8750  NAD 83(2007) Z  -  4,591,097.176 (meters)                     COMP
 DF8750  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC09
 DF8750  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DF8750  DYNAMIC HEIGHT  -        366.086 (meters)     1201.07  (feet) COMP
 DF8750  MODELED GRAVITY -    980,640.5   (mgal)                       NAVD 88
 DF8750
 DF8750  VERT ORDER      -  SECOND    CLASS I
 DF8750
 DF8750  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8750  Type                                         Horiz  Ellip  Dist(km)
 DF8750  -------------------------------------------------------------------
 DF8750  NETWORK                                       0.66   0.73
 DF8750  -------------------------------------------------------------------
 DF8750  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.55   0.63      1.87
 DF8750  -------------------------------------------------------------------
 DF8750  NOTE: Click here for information on individual local accuracy
 DF8750  values and other accuracy information.
 DF8750
 DF8750
 DF8750.The horizontal coordinates were established by GPS observations
 DF8750.and adjusted by the National Geodetic Survey in February 2007.
 DF8750
 DF8750.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8750.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8750
 DF8750.The horizontal coordinates are valid at the epoch date displayed above
 DF8750.which is a decimal equivalence of Year/Month/Day.
 DF8750
 DF8750.The orthometric height was determined by differential leveling and
 DF8750.adjusted in December 2004.
 DF8750
 DF8750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8750
 DF8750.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8750
 DF8750.The ellipsoidal height was determined by GPS observations
 DF8750.and is referenced to NAD 83.
 DF8750
 DF8750.The dynamic height is computed by dividing the NAVD 88
 DF8750.geopotential number by the normal gravity value computed on the
 DF8750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8750.degrees latitude (g = 980.6199 gals.).
 DF8750
 DF8750.The modeled gravity was interpolated from observed gravity values.
 DF8750
 DF8750. The following values were computed from the NAD 83(2007) position.
 DF8750
 DF8750;                    North         East     Units Scale Factor Converg.
 DF8750;SPC MN C     -   248,113.762   799,482.463   MT  0.99992202   -0 00 17.5
 DF8750;SPC MN C     -   814,019.90  2,622,968.71   sFT  0.99992202   -0 00 17.5
 DF8750;UTM  15      - 5,131,770.539   403,274.175   MT  0.99971501   -0 54 32.9
 DF8750
 DF8750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8750!SPC MN C     -   0.99994688  x   0.99992202  =   0.99986890
 DF8750!UTM  15      -   0.99994688  x   0.99971501  =   0.99966190
 DF8750
 DF8750                          SUPERSEDED SURVEY CONTROL
 DF8750
 DF8750  NAD 83(1996)-  46 19 57.37367(N)    094 15 24.19838(W) AD(       ) 1
 DF8750  ELLIP H (10/22/03)  338.927  (m)                       GP(       ) 4 1
 DF8750  NAVD 88 (10/22/03)  366.07   (m)         1201.0    (f) LEVELING    3  
 DF8750
 DF8750.Superseded values are not recommended for survey control.
 DF8750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8750.See file dsdata.txt to determine how the superseded data were derived.
 DF8750
 DF8750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0327431770(NAD 83)
 DF8750
 DF8750_MARKER: DD = SURVEY DISK
 DF8750_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8750_STAMPING: 1908 M 2000
 DF8750_MARK LOGO: MNDT  
 DF8750_PROJECTION: RECESSED 3 CENTIMETERS
 DF8750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8750+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 DF8750_ROD/PIPE-DEPTH: 15.2 meters
 DF8750
 DF8750  HISTORY     - Date     Condition        Report By
 DF8750  HISTORY     - 1999     MONUMENTED       MNDT
 DF8750  HISTORY     - 20000401 GOOD             MNDT
 DF8750  HISTORY     - 20000601 GOOD             MNDT
 DF8750
 DF8750                          STATION DESCRIPTION
 DF8750
 DF8750'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF8750'1.5 MI (2.4 KM) NE ALONG TH 371 FROM BRIDGE OVER MISSISSIPPI RIVER,
 DF8750'1.5 MI (2.4 KM) SOUTH OF BAXTER, 51 FT (15.5 M) NORTH OF WB CO RD 48,
 DF8750'190 FT (57.9 M) EAST OF NB TH 371, 12.1 FT (3.7 M) WSW OF FIBER OPTIC
 DF8750'SIGN POST, 18.6 FT (5.7 M) SSW OF FENCE CORNER POST, 2.1 FT (0.6 M)
 DF8750'SOUTH OF WIT POST.
 DF8750
 DF8750                          STATION RECOVERY (2000)
 DF8750
 DF8750'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF8750'SE OF BAXTER, 1.5 MI (2.4 KM) NE ALONG TH 371 BY-PASS FROM JCT OF TH
 DF8750'371 BY-PASS AND BRIDGE OVER MISSISSIPPI RIVER (3.0 MI SOUTH OF
 DF8750'BAXTER), 51.0 FT (15.5 M) NORTH OF WB CO RD 48, 190.0 FT (57.9 M) EAST
 DF8750'OF NB TH 371 BY-PASS, 12.1 FT (3.7 M) WSW OF FIBER OPTIC SIGN POST,
 DF8750'18.6 FT (5.7 M) SSW OF FENCE COR POST, 2.1 FT (0.6 M) SOUTH OF WIT
 DF8750'POST, STA RECESSED 1 INCH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8501 ***********************************************************************
 DL8501  DESIGNATION -  1809 N
 DL8501  PID         -  DL8501
 DL8501  STATE/COUNTY-  MN/CROW WING
 DL8501  COUNTRY     -  US
 DL8501  USGS QUAD   -  BAXTER (1994)
 DL8501
 DL8501                         *CURRENT SURVEY CONTROL
 DL8501  ______________________________________________________________________
 DL8501* NAD 83(1986) POSITION- 46 17 38.8    (N) 094 16 16.0    (W)   HD_HELD2  
 DL8501* NAVD 88 ORTHO HEIGHT -   373.636  (meters)    1225.84  (feet) ADJUSTED  
 DL8501  ______________________________________________________________________
 DL8501  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DL8501  DYNAMIC HEIGHT  -        373.649 (meters)     1225.88  (feet) COMP
 DL8501  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 DL8501
 DL8501  VERT ORDER      -  SECOND    CLASS I
 DL8501
 DL8501.The horizontal coordinates were established by autonomous hand held GPS
 DL8501.observations and have an estimated accuracy of +/- 10 meters.
 DL8501.
 DL8501.The orthometric height was determined by differential leveling and
 DL8501.adjusted in September 2010.
 DL8501
 DL8501.The dynamic height is computed by dividing the NAVD 88
 DL8501.geopotential number by the normal gravity value computed on the
 DL8501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8501.degrees latitude (g = 980.6199 gals.).
 DL8501
 DL8501.The modeled gravity was interpolated from observed gravity values.
 DL8501
 DL8501;                    North         East    Units  Estimated Accuracy
 DL8501;SPC MN C     -   243,836.      798,373.      MT  (+/- 10 meters HH2 GPS)
 DL8501
 DL8501                          SUPERSEDED SURVEY CONTROL
 DL8501
 DL8501.No superseded survey control is available for this station.
 DL8501
 DL8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0209827511(NAD 83)
 DL8501
 DL8501_MARKER: DD = SURVEY DISK
 DL8501_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8501_SP_SET: BRIDGE RAILING
 DL8501_STAMPING: 1809 N 2006
 DL8501_MARK LOGO: MNDT  
 DL8501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8501+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DL8501
 DL8501  HISTORY     - Date     Condition        Report By
 DL8501  HISTORY     - 2002     MONUMENTED       MNDT
 DL8501  HISTORY     - 20060530 GOOD             MNDT
 DL8501
 DL8501                          STATION DESCRIPTION
 DL8501
 DL8501'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL8501'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF SHEPHARD,
 DL8501'5.6 MI (9.0 KM) SOUTHWEST OF BRAINERD AND 3.5 MI (5.6 KM) SOUTH OF
 DL8501'BAXTER.
 DL8501' 
 DL8501'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DL8501'HIGHWAY 210 IN BRAINERD, GO 3.9 MI (6.3 KM) SOUTH AND SOUTHWEST ALONG
 DL8501'TRUNK HIGHWAY 371 TO THE ARIELLE DRIVE EXIT, THENCE O.5 MILES TO
 DL8501'ARIELLE DRIVE AND TURN LEFT, GO 600 FT (182.9 M) TO THE MARK ON THE
 DL8501'RIGHT.
 DL8501' 
 DL8501'THE MARK IS FOUND ABOVE TRUNK HIGHWAY MILE POINT 25.40 IN THE BRIDGE
 DL8501'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 371 BUSINESS BRIDGE OVER
 DL8501'TRUNK HIGHWAY 371, 26.0 FT (7.9 M) SOUTH OF NORTHBOUND TRUNK HIGHWAY
 DL8501'371 BUSINESS.  THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 2002, THEN
 DL8501'STAMPED WHEN LEVELED TO IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8502 ***********************************************************************
 DL8502  DESIGNATION -  1809 P
 DL8502  PID         -  DL8502
 DL8502  STATE/COUNTY-  MN/CROW WING
 DL8502  COUNTRY     -  US
 DL8502  USGS QUAD   -  BAXTER (1994)
 DL8502
 DL8502                         *CURRENT SURVEY CONTROL
 DL8502  ______________________________________________________________________
 DL8502* NAD 83(1986) POSITION- 46 17 38.8    (N) 094 16 20.7    (W)   HD_HELD2  
 DL8502* NAVD 88 ORTHO HEIGHT -   373.249  (meters)    1224.57  (feet) ADJUSTED  
 DL8502  ______________________________________________________________________
 DL8502  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DL8502  DYNAMIC HEIGHT  -        373.262 (meters)     1224.61  (feet) COMP
 DL8502  MODELED GRAVITY -    980,639.2   (mgal)                       NAVD 88
 DL8502
 DL8502  VERT ORDER      -  SECOND    CLASS I
 DL8502
 DL8502.The horizontal coordinates were established by autonomous hand held GPS
 DL8502.observations and have an estimated accuracy of +/- 10 meters.
 DL8502.
 DL8502.The orthometric height was determined by differential leveling and
 DL8502.adjusted in September 2010.
 DL8502
 DL8502.The dynamic height is computed by dividing the NAVD 88
 DL8502.geopotential number by the normal gravity value computed on the
 DL8502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8502.degrees latitude (g = 980.6199 gals.).
 DL8502
 DL8502.The modeled gravity was interpolated from observed gravity values.
 DL8502
 DL8502;                    North         East    Units  Estimated Accuracy
 DL8502;SPC MN C     -   243,836.      798,273.      MT  (+/- 10 meters HH2 GPS)
 DL8502
 DL8502                          SUPERSEDED SURVEY CONTROL
 DL8502
 DL8502.No superseded survey control is available for this station.
 DL8502
 DL8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0199727512(NAD 83)
 DL8502
 DL8502_MARKER: DD = SURVEY DISK
 DL8502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8502_SP_SET: BRIDGE RAILING
 DL8502_STAMPING: 1809 P 2006
 DL8502_MARK LOGO: MNDT  
 DL8502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8502+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DL8502
 DL8502  HISTORY     - Date     Condition        Report By
 DL8502  HISTORY     - 2002     MONUMENTED       MNDT
 DL8502  HISTORY     - 20060530 GOOD             MNDT
 DL8502
 DL8502                          STATION DESCRIPTION
 DL8502
 DL8502'DESCRIBED BY MN DEPT OF TRANSP 2006 (PJG)
 DL8502'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF SHEPHARD,
 DL8502'5.6 MI (9.0 KM) SOUTHWEST OF BRAINERD AND 3.5 MI (5.6 KM) SOUTH OF
 DL8502'BAXTER.
 DL8502' 
 DL8502'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK
 DL8502'HIGHWAY 210 IN BRAINERD, GO 3.9 MI (6.3 KM) SOUTH AND SOUTHWEST ALONG
 DL8502'TRUNK HIGHWAY 371 TO THE ARIELLE DRIVE EXIT, THENCE O.5 MILES TO
 DL8502'ARIELLE DRIVE AND TURN LEFT, GO 275 FT (83.8 M) TO THE MARK ON THE
 DL8502'RIGHT.
 DL8502' 
 DL8502'THE MARK IS FOUND ABOVE TRUNK HIGHWAY MILE POINT 25.40 IN THE BRIDGE
 DL8502'RAILING IN SOUTHWEST CORNER OF TRUNK HIGHWAY 371 BUSINESS BRIDGE OVER
 DL8502'TRUNK HIGHWAY 371, 26.0 FT (7.9 M) SOUTH OF NORTHBOUND TRUNK HIGHWAY
 DL8502'371 BUSINESS.  THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 2002, THEN
 DL8502'STAMPED WHEN LEVELED TO IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4811 ***********************************************************************
 DI4811  DESIGNATION -  1809 Q
 DI4811  PID         -  DI4811
 DI4811  STATE/COUNTY-  MN/CROW WING
 DI4811  COUNTRY     -  US
 DI4811  USGS QUAD   -  BAXTER (1994)
 DI4811
 DI4811                         *CURRENT SURVEY CONTROL
 DI4811  ______________________________________________________________________
 DI4811* NAD 83(1996) POSITION- 46 16 33.75274(N) 094 18 05.37747(W)   ADJUSTED  
 DI4811* NAD 83(1996) ELLIP HT-   335.812 (meters)        (03/21/07)   ADJUSTED
 DI4811* NAVD 88 ORTHO HEIGHT -   362.824  (meters)    1190.37  (feet) ADJUSTED  
 DI4811  ______________________________________________________________________
 DI4811  NAD 83(1996) X  -   -331,253.061 (meters)                     COMP
 DI4811  NAD 83(1996) Y  - -4,403,988.997 (meters)                     COMP
 DI4811  NAD 83(1996) Z  -  4,586,751.331 (meters)                     COMP
 DI4811  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC09
 DI4811  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DI4811  DYNAMIC HEIGHT  -        362.837 (meters)     1190.41  (feet) COMP
 DI4811  MODELED GRAVITY -    980,639.0   (mgal)                       NAVD 88
 DI4811
 DI4811  HORZ ORDER      -  FIRST
 DI4811  VERT ORDER      -  SECOND    CLASS I
 DI4811  ELLP ORDER      -  FOURTH    CLASS I
 DI4811
 DI4811.The horizontal coordinates were established by GPS observations
 DI4811.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4811
 DI4811.The orthometric height was determined by differential leveling and
 DI4811.adjusted in September 2010.
 DI4811
 DI4811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4811
 DI4811.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4811
 DI4811.The ellipsoidal height was determined by GPS observations
 DI4811.and is referenced to NAD 83.
 DI4811
 DI4811.The dynamic height is computed by dividing the NAVD 88
 DI4811.geopotential number by the normal gravity value computed on the
 DI4811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4811.degrees latitude (g = 980.6199 gals.).
 DI4811
 DI4811.The modeled gravity was interpolated from observed gravity values.
 DI4811
 DI4811. The following values were computed from the NAD 83(1996) position.
 DI4811
 DI4811;                    North         East     Units Scale Factor Converg.
 DI4811;SPC MN C     -   241,828.301   796,031.315   MT  0.99992255   -0 02 14.1
 DI4811;SPC MN C     -   793,398.35  2,611,646.07   sFT  0.99992255   -0 02 14.1
 DI4811;UTM  15      - 5,125,541.564   399,725.029   MT  0.99972360   -0 56 26.3
 DI4811
 DI4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4811!SPC MN C     -   0.99994736  x   0.99992255  =   0.99986991
 DI4811!UTM  15      -   0.99994736  x   0.99972360  =   0.99967097
 DI4811
 DI4811:                Primary Azimuth Mark                     Grid Az
 DI4811:SPC MN C     -  1809 R                                   227 08 13.6
 DI4811:UTM  15      -  1809 R                                   228 02 25.8
 DI4811
 DI4811|---------------------------------------------------------------------|
 DI4811| PID    Reference Object                     Distance      Geod. Az  |
 DI4811|                                                           dddmmss.s |
 DI4811| DI4812 1809 R                              APPROX. 0.8 KM 2270559.5 |
 DI4811|---------------------------------------------------------------------|
 DI4811
 DI4811                          SUPERSEDED SURVEY CONTROL
 DI4811
 DI4811  NAVD 88 (03/21/07)  362.83   (m)         1190.4    (f) LEVELING    3  
 DI4811
 DI4811.Superseded values are not recommended for survey control.
 DI4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4811.See file dsdata.txt to determine how the superseded data were derived.
 DI4811
 DI4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9972525541(NAD 83)
 DI4811
 DI4811_MARKER: DD = SURVEY DISK
 DI4811_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4811_STAMPING: 1809 Q 2006
 DI4811_MARK LOGO: MNDT  
 DI4811_PROJECTION: FLUSH
 DI4811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4811+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4811_ROD/PIPE-DEPTH: 12.2 meters
 DI4811
 DI4811  HISTORY     - Date     Condition        Report By
 DI4811  HISTORY     - 2006     MONUMENTED       MNDT
 DI4811
 DI4811                          STATION DESCRIPTION
 DI4811
 DI4811'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4811'6.5 MILES SOUTHWAST OF BAXTER, 6.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 DI4811'371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210 IN
 DI4811'BAXTER, AT TRUNK HIGHWAY 371 MILEPOINT 22.35, 94.3 FEET NORHTWEST OF
 DI4811'SOUTH BOUND TRUNK HIGHWAY 371, 96.9 FEET SOUTHWEST OF PORCUPINE PATH,
 DI4811'62.2 FEET SOUTHEAST OF PORCUPINE PATH, 15.0 FEET SOUTH SOUTHEAST OF
 DI4811'POWERPOLE, 2.3 FEET SOUTH EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4812 ***********************************************************************
 DI4812  DESIGNATION -  1809 R
 DI4812  PID         -  DI4812
 DI4812  STATE/COUNTY-  MN/CROW WING
 DI4812  COUNTRY     -  US
 DI4812  USGS QUAD   -  BAXTER (1994)
 DI4812
 DI4812                         *CURRENT SURVEY CONTROL
 DI4812  ______________________________________________________________________
 DI4812* NAD 83(1996) POSITION- 46 16 17.10653(N) 094 18 31.20776(W)   ADJUSTED  
 DI4812* NAD 83(1996) ELLIP HT-   336.762 (meters)        (03/21/07)   ADJUSTED
 DI4812* NAVD 88 ORTHO HEIGHT -   363.761  (meters)    1193.44  (feet) ADJUSTED  
 DI4812  ______________________________________________________________________
 DI4812  NAD 83(1996) X  -   -331,832.520 (meters)                     COMP
 DI4812  NAD 83(1996) Y  - -4,404,318.534 (meters)                     COMP
 DI4812  NAD 83(1996) Z  -  4,586,396.727 (meters)                     COMP
 DI4812  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC09
 DI4812  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DI4812  DYNAMIC HEIGHT  -        363.774 (meters)     1193.48  (feet) COMP
 DI4812  MODELED GRAVITY -    980,638.9   (mgal)                       NAVD 88
 DI4812
 DI4812  HORZ ORDER      -  FIRST
 DI4812  VERT ORDER      -  SECOND    CLASS I
 DI4812  ELLP ORDER      -  FOURTH    CLASS I
 DI4812
 DI4812.The horizontal coordinates were established by GPS observations
 DI4812.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4812
 DI4812.The orthometric height was determined by differential leveling and
 DI4812.adjusted in September 2010.
 DI4812
 DI4812.Photographs are available for this station.
 DI4812
 DI4812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4812
 DI4812.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4812
 DI4812.The ellipsoidal height was determined by GPS observations
 DI4812.and is referenced to NAD 83.
 DI4812
 DI4812.The dynamic height is computed by dividing the NAVD 88
 DI4812.geopotential number by the normal gravity value computed on the
 DI4812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4812.degrees latitude (g = 980.6199 gals.).
 DI4812
 DI4812.The modeled gravity was interpolated from observed gravity values.
 DI4812
 DI4812. The following values were computed from the NAD 83(1996) position.
 DI4812
 DI4812;                    North         East     Units Scale Factor Converg.
 DI4812;SPC MN C     -   241,314.743   795,477.943   MT  0.99992263   -0 02 32.8
 DI4812;SPC MN C     -   791,713.45  2,609,830.55   sFT  0.99992263   -0 02 32.8
 DI4812;UTM  15      - 5,125,036.894   399,163.739   MT  0.99972499   -0 56 44.7
 DI4812
 DI4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4812!SPC MN C     -   0.99994721  x   0.99992263  =   0.99986984
 DI4812!UTM  15      -   0.99994721  x   0.99972499  =   0.99967222
 DI4812
 DI4812:                Primary Azimuth Mark                     Grid Az
 DI4812:SPC MN C     -  1809 Q                                   047 08 13.6
 DI4812:UTM  15      -  1809 Q                                   048 02 25.5
 DI4812
 DI4812|---------------------------------------------------------------------|
 DI4812| PID    Reference Object                     Distance      Geod. Az  |
 DI4812|                                                           dddmmss.s |
 DI4812| DI4811 1809 Q                              APPROX. 0.8 KM 0470540.8 |
 DI4812|---------------------------------------------------------------------|
 DI4812
 DI4812                          SUPERSEDED SURVEY CONTROL
 DI4812
 DI4812  NAVD 88 (03/21/07)  363.76   (m)         1193.4    (f) LEVELING    3  
 DI4812
 DI4812.Superseded values are not recommended for survey control.
 DI4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4812.See file dsdata.txt to determine how the superseded data were derived.
 DI4812
 DI4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9916325036(NAD 83)
 DI4812
 DI4812_MARKER: DD = SURVEY DISK
 DI4812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4812_STAMPING: 1809 R 2006
 DI4812_MARK LOGO: MNDT  
 DI4812_PROJECTION: FLUSH
 DI4812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4812+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4812_ROD/PIPE-DEPTH:  9.1 meters
 DI4812
 DI4812  HISTORY     - Date     Condition        Report By
 DI4812  HISTORY     - 2006     MONUMENTED       MNDT
 DI4812
 DI4812                          STATION DESCRIPTION
 DI4812
 DI4812'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4812'7.0 MILES SOUTHWEST OF BAXTER, 6.85 MILES SOUTHWEST ALONG TRUNK
 DI4812'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 210
 DI4812'IN BAXTER, AT TRUNK HIGHWAY 371 MILEPOINT 21.90, 79.7 FEET SOUTHEAST
 DI4812'OF SOUTH BOUND TRUNK HIGHWAY 371, 89.3 FEET NORHTWEST OF NORTH BOUND
 DI4812'TRUNK HIGHWAY 371, 68.8 FEET NORHTEAST OF 80TH STREET STREET CROSS
 DI4812'OVEN, 3.8 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4813 ***********************************************************************
 DI4813  DESIGNATION -  1809 S
 DI4813  PID         -  DI4813
 DI4813  STATE/COUNTY-  MN/CROW WING
 DI4813  COUNTRY     -  US
 DI4813  USGS QUAD   -  FORT RIPLEY (1956)
 DI4813
 DI4813                         *CURRENT SURVEY CONTROL
 DI4813  ______________________________________________________________________
 DI4813* NAD 83(1996) POSITION- 46 13 52.10813(N) 094 21 25.28263(W)   ADJUSTED  
 DI4813* NAD 83(1996) ELLIP HT-   331.016 (meters)        (03/21/07)   ADJUSTED
 DI4813* NAVD 88 ORTHO HEIGHT -   357.887  (meters)    1174.17  (feet) ADJUSTED  
 DI4813  ______________________________________________________________________
 DI4813  NAD 83(1996) X  -   -335,794.790 (meters)                     COMP
 DI4813  NAD 83(1996) Y  - -4,407,257.928 (meters)                     COMP
 DI4813  NAD 83(1996) Z  -  4,583,296.530 (meters)                     COMP
 DI4813  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC09
 DI4813  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DI4813  DYNAMIC HEIGHT  -        357.899 (meters)     1174.21  (feet) COMP
 DI4813  MODELED GRAVITY -    980,637.8   (mgal)                       NAVD 88
 DI4813
 DI4813  HORZ ORDER      -  FIRST
 DI4813  VERT ORDER      -  SECOND    CLASS I
 DI4813  ELLP ORDER      -  FOURTH    CLASS I
 DI4813
 DI4813.The horizontal coordinates were established by GPS observations
 DI4813.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4813
 DI4813.The orthometric height was determined by differential leveling and
 DI4813.adjusted in September 2010.
 DI4813
 DI4813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4813
 DI4813.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4813
 DI4813.The ellipsoidal height was determined by GPS observations
 DI4813.and is referenced to NAD 83.
 DI4813
 DI4813.The dynamic height is computed by dividing the NAVD 88
 DI4813.geopotential number by the normal gravity value computed on the
 DI4813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4813.degrees latitude (g = 980.6199 gals.).
 DI4813
 DI4813.The modeled gravity was interpolated from observed gravity values.
 DI4813
 DI4813. The following values were computed from the NAD 83(1996) position.
 DI4813
 DI4813;                    North         East     Units Scale Factor Converg.
 DI4813;SPC MN C     -   236,841.913   791,744.870   MT  0.99992366   -0 04 38.7
 DI4813;SPC MN C     -   777,038.84  2,597,582.96   sFT  0.99992366   -0 04 38.7
 DI4813;UTM  15      - 5,120,624.303   395,361.378   MT  0.99973459   -0 58 48.2
 DI4813
 DI4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4813!SPC MN C     -   0.99994811  x   0.99992366  =   0.99987178
 DI4813!UTM  15      -   0.99994811  x   0.99973459  =   0.99968272
 DI4813
 DI4813                          SUPERSEDED SURVEY CONTROL
 DI4813
 DI4813  NAVD 88 (03/21/07)  357.89   (m)         1174.2    (f) LEVELING    3  
 DI4813
 DI4813.Superseded values are not recommended for survey control.
 DI4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4813.See file dsdata.txt to determine how the superseded data were derived.
 DI4813
 DI4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9536120624(NAD 83)
 DI4813
 DI4813_MARKER: DD = SURVEY DISK
 DI4813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4813_STAMPING: 1809 S 2006
 DI4813_MARK LOGO: MNDT  
 DI4813_PROJECTION: FLUSH
 DI4813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4813+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4813_ROD/PIPE-DEPTH: 16.8 meters
 DI4813
 DI4813  HISTORY     - Date     Condition        Report By
 DI4813  HISTORY     - 2006     MONUMENTED       MNDT
 DI4813
 DI4813                          STATION DESCRIPTION
 DI4813
 DI4813'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4813'4.5 MILES NORTH OF FORT RIPLEY, 4.60 MILES NORTH ALONG TRUNK HIGHWAY
 DI4813'371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE SOUTH IN FORT
 DI4813'RIPLEY, AT TRUNK HIGHWAY 371 MILEPOINT 18.25, 197.3 FEET WEST
 DI4813'NORTHWEST OF SOUTH BOUND TRUNK HIGHWAY 371, 45.0 FEET WEST OF LEGEND
 DI4813'LANE, 17.2 FEET SOUTH OF SLEEPY HOLLOW ROAD, 2.0 FEET EAST OF WITNESS
 DI4813'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4814 ***********************************************************************
 DI4814  DESIGNATION -  1809 T
 DI4814  PID         -  DI4814
 DI4814  STATE/COUNTY-  MN/CROW WING
 DI4814  COUNTRY     -  US
 DI4814  USGS QUAD   -  FORT RIPLEY (1956)
 DI4814
 DI4814                         *CURRENT SURVEY CONTROL
 DI4814  ______________________________________________________________________
 DI4814* NAD 83(1996) POSITION- 46 12 54.63545(N) 094 21 45.06676(W)   ADJUSTED  
 DI4814* NAD 83(1996) ELLIP HT-   329.516 (meters)        (03/21/07)   ADJUSTED
 DI4814* NAVD 88 ORTHO HEIGHT -   356.357  (meters)    1169.15  (feet) ADJUSTED  
 DI4814  ______________________________________________________________________
 DI4814  NAD 83(1996) X  -   -336,314.906 (meters)                     COMP
 DI4814  NAD 83(1996) Y  - -4,408,502.321 (meters)                     COMP
 DI4814  NAD 83(1996) Z  -  4,582,067.651 (meters)                     COMP
 DI4814  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC09
 DI4814  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 DI4814  DYNAMIC HEIGHT  -        356.370 (meters)     1169.19  (feet) COMP
 DI4814  MODELED GRAVITY -    980,638.0   (mgal)                       NAVD 88
 DI4814
 DI4814  HORZ ORDER      -  FIRST
 DI4814  VERT ORDER      -  SECOND    CLASS I
 DI4814  ELLP ORDER      -  FOURTH    CLASS I
 DI4814
 DI4814.The horizontal coordinates were established by GPS observations
 DI4814.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4814
 DI4814.The orthometric height was determined by differential leveling and
 DI4814.adjusted in September 2010.
 DI4814
 DI4814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4814
 DI4814.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4814
 DI4814.The ellipsoidal height was determined by GPS observations
 DI4814.and is referenced to NAD 83.
 DI4814
 DI4814.The dynamic height is computed by dividing the NAVD 88
 DI4814.geopotential number by the normal gravity value computed on the
 DI4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4814.degrees latitude (g = 980.6199 gals.).
 DI4814
 DI4814.The modeled gravity was interpolated from observed gravity values.
 DI4814
 DI4814. The following values were computed from the NAD 83(1996) position.
 DI4814
 DI4814;                    North         East     Units Scale Factor Converg.
 DI4814;SPC MN C     -   235,068.078   791,318.452   MT  0.99992420   -0 04 53.0
 DI4814;SPC MN C     -   771,219.19  2,596,183.95   sFT  0.99992420   -0 04 53.0
 DI4814;UTM  15      - 5,118,857.738   394,907.159   MT  0.99973577   -0 59 01.5
 DI4814
 DI4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4814!SPC MN C     -   0.99994835  x   0.99992420  =   0.99987255
 DI4814!UTM  15      -   0.99994835  x   0.99973577  =   0.99968413
 DI4814
 DI4814:                Primary Azimuth Mark                     Grid Az
 DI4814:SPC MN C     -  METZ                                     180 33 18.4
 DI4814:UTM  15      -  METZ                                     181 27 26.9
 DI4814
 DI4814|---------------------------------------------------------------------|
 DI4814| PID    Reference Object                     Distance      Geod. Az  |
 DI4814|                                                           dddmmss.s |
 DI4814| DI4829 METZ                                APPROX. 0.5 KM 1802825.4 |
 DI4814|---------------------------------------------------------------------|
 DI4814
 DI4814                          SUPERSEDED SURVEY CONTROL
 DI4814
 DI4814  NAVD 88 (03/21/07)  356.36   (m)         1169.2    (f) LEVELING    3  
 DI4814
 DI4814.Superseded values are not recommended for survey control.
 DI4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4814.See file dsdata.txt to determine how the superseded data were derived.
 DI4814
 DI4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9490718857(NAD 83)
 DI4814
 DI4814_MARKER: DD = SURVEY DISK
 DI4814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4814_STAMPING: 1809 T 2006
 DI4814_MARK LOGO: MNDT  
 DI4814_PROJECTION: FLUSH
 DI4814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4814+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4814_ROD/PIPE-DEPTH: 10.7 meters
 DI4814
 DI4814  HISTORY     - Date     Condition        Report By
 DI4814  HISTORY     - 2006     MONUMENTED       MNDT
 DI4814
 DI4814                          STATION DESCRIPTION
 DI4814
 DI4814'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4814'3.5 MILES NORTH OF FORT RIPLEY, 3.4 MILES NORTH ALONG TRUNK HIGHWAY
 DI4814'371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE SOUTH IN FORT
 DI4814'RIPLEY, AT TRUNK HIGHWAY 371 MILEPOINT 17.15, 210.9 FEET WEST
 DI4814'NORTHWEST OF SOUTH BOUND TRUNK HIGHWAY 371, 45.6 FEET WEST OF LEGEND
 DI4814'LANE FRONTAGE ROAD, 37.0 FEET SOUTH OF LAWSON ROAD, 4.9 FEET EAST OF
 DI4814'NORTH/SOUTH FENCE LINE, 4.7 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8503 ***********************************************************************
 DL8503  DESIGNATION -  1809 U
 DL8503  PID         -  DL8503
 DL8503  STATE/COUNTY-  MN/CROW WING
 DL8503  COUNTRY     -  US
 DL8503  USGS QUAD   -  FORT RIPLEY (1956)
 DL8503
 DL8503                         *CURRENT SURVEY CONTROL
 DL8503  ______________________________________________________________________
 DL8503* NAD 83(1986) POSITION- 46 10 41.1    (N) 094 21 47.9    (W)   HD_HELD2  
 DL8503* NAVD 88 ORTHO HEIGHT -   354.678  (meters)    1163.64  (feet) ADJUSTED  
 DL8503  ______________________________________________________________________
 DL8503  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL8503  DYNAMIC HEIGHT  -        354.691 (meters)     1163.68  (feet) COMP
 DL8503  MODELED GRAVITY -    980,641.6   (mgal)                       NAVD 88
 DL8503
 DL8503  VERT ORDER      -  SECOND    CLASS I
 DL8503
 DL8503.The horizontal coordinates were established by autonomous hand held GPS
 DL8503.observations and have an estimated accuracy of +/- 10 meters.
 DL8503.
 DL8503.The orthometric height was determined by differential leveling and
 DL8503.adjusted in September 2010.
 DL8503
 DL8503.The dynamic height is computed by dividing the NAVD 88
 DL8503.geopotential number by the normal gravity value computed on the
 DL8503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8503.degrees latitude (g = 980.6199 gals.).
 DL8503
 DL8503.The modeled gravity was interpolated from observed gravity values.
 DL8503
 DL8503;                    North         East    Units  Estimated Accuracy
 DL8503;SPC MN C     -   230,945.      791,252.      MT  (+/- 10 meters HH2 GPS)
 DL8503
 DL8503                          SUPERSEDED SURVEY CONTROL
 DL8503
 DL8503.No superseded survey control is available for this station.
 DL8503
 DL8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9477514737(NAD 83)
 DL8503
 DL8503_MARKER: DD = SURVEY DISK
 DL8503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8503_SP_SET: BRIDGE RAILING
 DL8503_STAMPING: 1809 U 2006
 DL8503_MARK LOGO: MNDT  
 DL8503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8503+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DL8503
 DL8503  HISTORY     - Date     Condition        Report By
 DL8503  HISTORY     - 2003     MONUMENTED       MNDT
 DL8503  HISTORY     - 20060530 GOOD             MNDT
 DL8503
 DL8503                          STATION DESCRIPTION
 DL8503
 DL8503'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL8503'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF BELLE PRAIRIE,
 DL8503'9.0 MI (14.5 KM) NORTHEAST OF RANDALL AND 0.8 MI (1.3 KM) NORTH OF
 DL8503'FORT RIPLEY.
 DL8503' 
 DL8503'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE
 DL8503'SOUTH IN FORT RIPLEY, GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 371
 DL8503'TO MILE POINT 14.55 AND THE MARK IN THE SOUTHEAST CORNER OF THE
 DL8503'NORTHBOUND BRIDGE NUMBER 18007 OVER THE NOKASIPPI RIVER.
 DL8503' 
 DL8503'THE MARK IS FOUND 20 FT (6.1 M) EAST-SOUTHEAST OF SOUTHBOUND TRUNK
 DL8503'HIGHWAY 371 IN THE BRIDGE RAILING.  THE DISK WAS SET IN THE BRIDGE
 DL8503'WHEN BUILT IN 2003 THEN STAMPED WHEN LEVELED TO IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8504 ***********************************************************************
 DL8504  DESIGNATION -  1809 V
 DL8504  PID         -  DL8504
 DL8504  STATE/COUNTY-  MN/CROW WING
 DL8504  COUNTRY     -  US
 DL8504  USGS QUAD   -  FORT RIPLEY (1956)
 DL8504
 DL8504                         *CURRENT SURVEY CONTROL
 DL8504  ______________________________________________________________________
 DL8504* NAD 83(1986) POSITION- 46 10 41.3    (N) 094 21 45.9    (W)   HD_HELD2  
 DL8504* NAVD 88 ORTHO HEIGHT -   354.985  (meters)    1164.65  (feet) ADJUSTED  
 DL8504  ______________________________________________________________________
 DL8504  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL8504  DYNAMIC HEIGHT  -        354.998 (meters)     1164.69  (feet) COMP
 DL8504  MODELED GRAVITY -    980,641.7   (mgal)                       NAVD 88
 DL8504
 DL8504  VERT ORDER      -  SECOND    CLASS I
 DL8504
 DL8504.The horizontal coordinates were established by autonomous hand held GPS
 DL8504.observations and have an estimated accuracy of +/- 10 meters.
 DL8504.
 DL8504.The orthometric height was determined by differential leveling and
 DL8504.adjusted in September 2010.
 DL8504
 DL8504.Photographs are available for this station.
 DL8504
 DL8504.The dynamic height is computed by dividing the NAVD 88
 DL8504.geopotential number by the normal gravity value computed on the
 DL8504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8504.degrees latitude (g = 980.6199 gals.).
 DL8504
 DL8504.The modeled gravity was interpolated from observed gravity values.
 DL8504
 DL8504;                    North         East    Units  Estimated Accuracy
 DL8504;SPC MN C     -   230,951.      791,295.      MT  (+/- 10 meters HH2 GPS)
 DL8504
 DL8504                          SUPERSEDED SURVEY CONTROL
 DL8504
 DL8504.No superseded survey control is available for this station.
 DL8504
 DL8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9481814742(NAD 83)
 DL8504
 DL8504_MARKER: DD = SURVEY DISK
 DL8504_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8504_SP_SET: BRIDGE RAILING
 DL8504_STAMPING: 1809 V 2006
 DL8504_MARK LOGO: MNDT  
 DL8504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8504+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 DL8504
 DL8504  HISTORY     - Date     Condition        Report By
 DL8504  HISTORY     - 2003     MONUMENTED       MNDT
 DL8504  HISTORY     - 20060605 GOOD             MNDT
 DL8504
 DL8504                          STATION DESCRIPTION
 DL8504
 DL8504'DESCRIBED BY MN DEPT OF TRANSP 2006 (PJG)
 DL8504'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTH OF BELLE PRAIRIE,
 DL8504'9.0 MI (14.5 KM) NORTHEAST OF RANDALL AND 0.8 MI (1.3 KM) NORTH OF
 DL8504'FORT RIPLEY.
 DL8504' 
 DL8504'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND OAK DRIVE
 DL8504'SOUTH IN FORT RIPLEY, GO 0.8 MI (1.3 KM) NORTH ALONG TRUNK HIGHWAY 371
 DL8504'TO MILE POINT 14.55 AND THE MARK IN THE SOUTHEAST CORNER OF THE
 DL8504'NORTHBOUND BRIDGE NUMBER 18008 OVER THE NOKASIPPI RIVER.
 DL8504' 
 DL8504'THE MARK IS FOUND 22.0 FT (6.7 M) EAST-NORTHEAST OF NORTHBOUND TRUNK
 DL8504'HIGHWAY 371 IN THE BRIDGE RAILING.  THE DISK SET IN BRIDGE IN THE
 DL8504'BRIDGE WHEN BUILT IN 2003 THEN STAMPED WHEN LEVELED TO IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7694 ***********************************************************************
 DK7694  DESIGNATION -  1810 A
 DK7694  PID         -  DK7694
 DK7694  STATE/COUNTY-  MN/CROW WING
 DK7694  COUNTRY     -  US
 DK7694  USGS QUAD   -  NISSWA (1994)
 DK7694
 DK7694                         *CURRENT SURVEY CONTROL
 DK7694  ______________________________________________________________________
 DK7694* NAD 83(1986) POSITION- 46 36 50.3    (N) 094 18 55.9    (W)   HD_HELD2  
 DK7694* NAVD 88 ORTHO HEIGHT -   389.054  (meters)    1276.42  (feet) ADJUSTED  
 DK7694  ______________________________________________________________________
 DK7694  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DK7694  DYNAMIC HEIGHT  -        389.068 (meters)     1276.47  (feet) COMP
 DK7694  MODELED GRAVITY -    980,639.5   (mgal)                       NAVD 88
 DK7694
 DK7694  VERT ORDER      -  SECOND    CLASS I
 DK7694
 DK7694.The horizontal coordinates were established by autonomous hand held GPS
 DK7694.observations and have an estimated accuracy of +/- 10 meters.
 DK7694.
 DK7694.The orthometric height was determined by differential leveling and
 DK7694.adjusted in March 2009.
 DK7694
 DK7694.The dynamic height is computed by dividing the NAVD 88
 DK7694.geopotential number by the normal gravity value computed on the
 DK7694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7694.degrees latitude (g = 980.6199 gals.).
 DK7694
 DK7694.The modeled gravity was interpolated from observed gravity values.
 DK7694
 DK7694;                    North         East    Units  Estimated Accuracy
 DK7694;SPC MN C     -   279,391.      794,981.      MT  (+/- 10 meters HH2 GPS)
 DK7694
 DK7694                          SUPERSEDED SURVEY CONTROL
 DK7694
 DK7694.No superseded survey control is available for this station.
 DK7694
 DK7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9926863108(NAD 83)
 DK7694
 DK7694_MARKER: DD = SURVEY DISK
 DK7694_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7694_SP_SET: BRIDGE ABUTMENT
 DK7694_STAMPING: 1810 A 2006
 DK7694_MARK LOGO: MNDT  
 DK7694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7694+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DK7694
 DK7694  HISTORY     - Date     Condition        Report By
 DK7694  HISTORY     - 20061001 MONUMENTED       MNDT
 DK7694
 DK7694                          STATION DESCRIPTION
 DK7694
 DK7694'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7694'THE MARK IS 0.80 MI (1.3 KM) NORTH OF PEQUOT LAKES, IN ABUTMENT IN
 DK7694'SOUTHEAST CORNER OF STATE TRAIL BRIDGE OVER TRUNK HIGHWAY 371, 0.80 MI
 DK7694'(1.3 KM) NORTH ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK
 DK7694'HIGHWAY 371 AND COUNTY ROAD 11 IN PEQUOT LAKES, AT TRUNK HIGHWAY 371
 DK7694'MILE POINT 52.7, 104.0 FT (31.7 M) SOUTH EAST OF TRUNK HIGHWAY 371,
 DK7694'8.0 FT (2.4 M) EAST NORTHEAST OF STATE TRAIL.  DISK SET IN A DRILL
 DK7694'HOLE IN BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7664 ***********************************************************************
 DK7664  DESIGNATION -  1810 B
 DK7664  PID         -  DK7664
 DK7664  STATE/COUNTY-  MN/CROW WING
 DK7664  COUNTRY     -  US
 DK7664  USGS QUAD   -  JENKINS (1994)
 DK7664
 DK7664                         *CURRENT SURVEY CONTROL
 DK7664  ______________________________________________________________________
 DK7664* NAD 83(1986) POSITION- 46 38 12.2    (N) 094 19 43.7    (W)   HD_HELD2  
 DK7664* NAVD 88 ORTHO HEIGHT -   382.735  (meters)    1255.69  (feet) ADJUSTED  
 DK7664  ______________________________________________________________________
 DK7664  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DK7664  DYNAMIC HEIGHT  -        382.750 (meters)     1255.74  (feet) COMP
 DK7664  MODELED GRAVITY -    980,643.2   (mgal)                       NAVD 88
 DK7664
 DK7664  VERT ORDER      -  SECOND    CLASS I
 DK7664
 DK7664.The horizontal coordinates were established by autonomous hand held GPS
 DK7664.observations and have an estimated accuracy of +/- 10 meters.
 DK7664.
 DK7664.The orthometric height was determined by differential leveling and
 DK7664.adjusted in March 2009.
 DK7664
 DK7664.The dynamic height is computed by dividing the NAVD 88
 DK7664.geopotential number by the normal gravity value computed on the
 DK7664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7664.degrees latitude (g = 980.6199 gals.).
 DK7664
 DK7664.The modeled gravity was interpolated from observed gravity values.
 DK7664
 DK7664;                    North         East    Units  Estimated Accuracy
 DK7664;SPC MN C     -   281,920.      793,966.      MT  (+/- 10 meters HH2 GPS)
 DK7664
 DK7664                          SUPERSEDED SURVEY CONTROL
 DK7664
 DK7664.No superseded survey control is available for this station.
 DK7664
 DK7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9829465653(NAD 83)
 DK7664
 DK7664_MARKER: DD = SURVEY DISK
 DK7664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7664_STAMPING: 1810 B 2006
 DK7664_MARK LOGO: MNDT  
 DK7664_PROJECTION: RECESSED 5 CENTIMETERS
 DK7664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7664+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DK7664_ROD/PIPE-DEPTH: 15.2 meters
 DK7664
 DK7664  HISTORY     - Date     Condition        Report By
 DK7664  HISTORY     - 20061001 MONUMENTED       MNDT
 DK7664
 DK7664                          STATION DESCRIPTION
 DK7664
 DK7664'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7664'THE MARK IS 0.70 MI (1.1 KM) SOUTHEAST OF JENKINS, 0.70 MI (1.1 KM)
 DK7664'SOUTHEAST ALONG TRUNK HIGHWAY 371 FROM THE JUNCTION OF TRUNK HIGHWAY
 DK7664'371 AND COUNTY ROAD 145 (LILAC STREET) IN JENKINS, AT TRUNK HIGHWAY
 DK7664'371 MILE POINT 54.45, 71.0 FT (21.6 M) WEST SOUTHWEST OF TRUNK HIGHWAY
 DK7664'371, 54.0 FT (16.5 M) EAST NORTHEAST OF STATE TRAIL, 107.0 FT (32.6 M)
 DK7664'NORTH NORTHWEST OF ROSEWOOD STREET, 28.0 FT (8.5 M) NORTH NORTHWEST OF
 DK7664'POWER POLE, 1.0 FT (0.3 M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7695 ***********************************************************************
 DK7695  DESIGNATION -  1810 B 1
 DK7695  PID         -  DK7695
 DK7695  STATE/COUNTY-  MN/CROW WING
 DK7695  COUNTRY     -  US
 DK7695  USGS QUAD   -  JENKINS (1994)
 DK7695
 DK7695                         *CURRENT SURVEY CONTROL
 DK7695  ______________________________________________________________________
 DK7695* NAD 83(1986) POSITION- 46 39 10.9    (N) 094 18 31.2    (W)   HD_HELD2  
 DK7695* NAVD 88 ORTHO HEIGHT -   383.376  (meters)    1257.79  (feet) ADJUSTED  
 DK7695  ______________________________________________________________________
 DK7695  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DK7695  DYNAMIC HEIGHT  -        383.392 (meters)     1257.85  (feet) COMP
 DK7695  MODELED GRAVITY -    980,644.6   (mgal)                       NAVD 88
 DK7695
 DK7695  VERT ORDER      -  SECOND    CLASS I
 DK7695
 DK7695.The horizontal coordinates were established by autonomous hand held GPS
 DK7695.observations and have an estimated accuracy of +/- 10 meters.
 DK7695.
 DK7695.The orthometric height was determined by differential leveling and
 DK7695.adjusted in March 2009.
 DK7695
 DK7695.No vertical observational check was made to the station.
 DK7695
 DK7695.The dynamic height is computed by dividing the NAVD 88
 DK7695.geopotential number by the normal gravity value computed on the
 DK7695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7695.degrees latitude (g = 980.6199 gals.).
 DK7695
 DK7695.The modeled gravity was interpolated from observed gravity values.
 DK7695
 DK7695;                    North         East    Units  Estimated Accuracy
 DK7695;SPC MN C     -   283,731.      795,510.      MT  (+/- 10 meters HH2 GPS)
 DK7695
 DK7695                          SUPERSEDED SURVEY CONTROL
 DK7695
 DK7695.No superseded survey control is available for this station.
 DK7695
 DK7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9986667439(NAD 83)
 DK7695
 DK7695_MARKER: DD = SURVEY DISK
 DK7695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7695_STAMPING: 1810 B 1 2006
 DK7695_MARK LOGO: MNDT  
 DK7695_PROJECTION: RECESSED 8 CENTIMETERS
 DK7695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7695+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DK7695_ROD/PIPE-DEPTH: 30.5 meters
 DK7695
 DK7695  HISTORY     - Date     Condition        Report By
 DK7695  HISTORY     - 20061001 MONUMENTED       MNDT
 DK7695
 DK7695                          STATION DESCRIPTION
 DK7695
 DK7695'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7695'THE MARK IS 1.35 MI (2.2 KM) EAST SOUTHEAST OF JENKINS FROM THE
 DK7695'JUNCTION OF TRUNK HIGHWAY 371 AND VETERANS STREET IN JENKINS, TO TRUNK
 DK7695'HIGHWAY 371 MILE POINT 55.15, THENCE 0.50 MI (0.8 KM) EAST ON VETERANS
 DK7695'STREET, THENCE 1.1 MI (1.8 KM) EAST NORTHEAST ON COUNTY ROAD 145,
 DK7695' 
 DK7695'51.7 FT (15.8 M) NORTH NORTHWEST OF COUNTY ROAD 145, 27.0 FT (8.2 M)
 DK7695'EAST NORTHEAST OF WEST NELSON LAKE ROAD, 14.3 FT (4.4 M) NORTH
 DK7695'NORTHWEST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7665 ***********************************************************************
 DK7665  DESIGNATION -  1810 B 2
 DK7665  PID         -  DK7665
 DK7665  STATE/COUNTY-  MN/CROW WING
 DK7665  COUNTRY     -  US
 DK7665  USGS QUAD   -  JENKINS (1994)
 DK7665
 DK7665                         *CURRENT SURVEY CONTROL
 DK7665  ______________________________________________________________________
 DK7665* NAD 83(1986) POSITION- 46 39 26.2    (N) 094 16 19.8    (W)   HD_HELD2  
 DK7665* NAVD 88 ORTHO HEIGHT -   379.865  (meters)    1246.27  (feet) ADJUSTED  
 DK7665  ______________________________________________________________________
 DK7665  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 DK7665  DYNAMIC HEIGHT  -        379.881 (meters)     1246.33  (feet) COMP
 DK7665  MODELED GRAVITY -    980,646.4   (mgal)                       NAVD 88
 DK7665
 DK7665  VERT ORDER      -  SECOND    CLASS I
 DK7665
 DK7665.The horizontal coordinates were established by autonomous hand held GPS
 DK7665.observations and have an estimated accuracy of +/- 10 meters.
 DK7665.
 DK7665.The orthometric height was determined by differential leveling and
 DK7665.adjusted in March 2009.
 DK7665
 DK7665.No vertical observational check was made to the station.
 DK7665
 DK7665.The dynamic height is computed by dividing the NAVD 88
 DK7665.geopotential number by the normal gravity value computed on the
 DK7665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7665.degrees latitude (g = 980.6199 gals.).
 DK7665
 DK7665.The modeled gravity was interpolated from observed gravity values.
 DK7665
 DK7665;                    North         East    Units  Estimated Accuracy
 DK7665;SPC MN C     -   284,202.      798,303.      MT  (+/- 10 meters HH2 GPS)
 DK7665
 DK7665                          SUPERSEDED SURVEY CONTROL
 DK7665
 DK7665.No superseded survey control is available for this station.
 DK7665
 DK7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM0266667865(NAD 83)
 DK7665
 DK7665_MARKER: DD = SURVEY DISK
 DK7665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7665_STAMPING: 1810 B 2 2006
 DK7665_MARK LOGO: MNDT  
 DK7665_PROJECTION: FLUSH
 DK7665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7665+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2006
 DK7665_ROD/PIPE-DEPTH: 13.7 meters
 DK7665
 DK7665  HISTORY     - Date     Condition        Report By
 DK7665  HISTORY     - 20061001 MONUMENTED       MNDT
 DK7665
 DK7665                          STATION DESCRIPTION
 DK7665
 DK7665'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7665'THE MARK IS 3.10 MI (5.0 KM) EAST NORTHEAST OF JENKINS FROM THE
 DK7665'JUNCTION OF TRUNK HIGHWAY 371 AND VETERANS STREET IN JENKINS TO TRUNK
 DK7665'HIGHWAY 371 MILE POINT 55.15, THENCE 0.50 MI (0.8 KM) EAST ON VETERANS
 DK7665'STREET, THENCE 2.9 MI (4.7 KM) EAST NORTHEAST ON COUNTY ROAD 145, 48.7
 DK7665'FT (14.8 M) NORTH OF COUNTY ROAD 145, 32.7 FT (10.0 M) WEST OF OLD
 DK7665'WHISKEY ROAD, 19.0 FT (5.8 M) NORTH NORTHWEST OF UNDERGROUND MARKER
 DK7665'BOX, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5714 ***********************************************************************
 AI5714  DESIGNATION -  1811 A
 AI5714  PID         -  AI5714
 AI5714  STATE/COUNTY-  MN/CROW WING
 AI5714  COUNTRY     -  US
 AI5714  USGS QUAD   -  BRAINERD (1994)
 AI5714
 AI5714                         *CURRENT SURVEY CONTROL
 AI5714  ______________________________________________________________________
 AI5714* NAD 83(1986) POSITION- 46 21 34.8    (N) 094 10 10.7    (W)   HD_HELD2  
 AI5714* NAVD 88 ORTHO HEIGHT -   377.615  (meters)    1238.89  (feet) ADJUSTED  
 AI5714  ______________________________________________________________________
 AI5714  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AI5714  DYNAMIC HEIGHT  -        377.629 (meters)     1238.94  (feet) COMP
 AI5714  MODELED GRAVITY -    980,640.0   (mgal)                       NAVD 88
 AI5714
 AI5714  VERT ORDER      -  SECOND    CLASS I
 AI5714
 AI5714.The horizontal coordinates were established by autonomous hand held GPS
 AI5714.observations and have an estimated accuracy of +/- 10 meters.
 AI5714.
 AI5714.The orthometric height was determined by differential leveling and
 AI5714.adjusted in August 2006.
 AI5714
 AI5714.Photographs are available for this station.
 AI5714
 AI5714.The dynamic height is computed by dividing the NAVD 88
 AI5714.geopotential number by the normal gravity value computed on the
 AI5714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5714.degrees latitude (g = 980.6199 gals.).
 AI5714
 AI5714.The modeled gravity was interpolated from observed gravity values.
 AI5714
 AI5714;                    North         East    Units  Estimated Accuracy
 AI5714;SPC MN C     -   251,125.      806,184.      MT  (+/- 10 meters HH2 GPS)
 AI5714
 AI5714                          SUPERSEDED SURVEY CONTROL
 AI5714
 AI5714  NAVD 88 (09/27/00)  377.615  (m)         1238.89   (f) SUPERSEDED  2 1
 AI5714
 AI5714.Superseded values are not recommended for survey control.
 AI5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5714.See file dsdata.txt to determine how the superseded data were derived.
 AI5714
 AI5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1002134674(NAD 83)
 AI5714
 AI5714_MARKER: DD = SURVEY DISK
 AI5714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI5714_SP_SET: PAVEMENT
 AI5714_STAMPING: 1811 A 1994
 AI5714_MARK LOGO: MNDT  
 AI5714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI5714+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AI5714
 AI5714  HISTORY     - Date     Condition        Report By
 AI5714  HISTORY     - 1999     MONUMENTED       MNDT
 AI5714  HISTORY     - 19990518 GOOD             MNDT
 AI5714  HISTORY     - 20050615 GOOD             MNDT
 AI5714
 AI5714                          STATION DESCRIPTION
 AI5714
 AI5714'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AI5714'1.0 MI (1.6 KM) EAST OF BRAINERD, IN BRDG RAIL AT SE COR OF BRDG NO
 AI5714'9099 OVER RR, 19.2 FT (5.9 M) SOUTH OF TH 25, 3.5 FT (1.1 M) WEST OF
 AI5714'SE COR OF BLDG. NOTE---BENCH MARK WAS NEVER STAMPED IN 1981 AND WHEN
 AI5714'THE LEVELING WAS DONE IN 1994, IT WAS THEN STAMPED 1994.
 AI5714
 AI5714                          STATION RECOVERY (2005)
 AI5714
 AI5714'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5714'1.0 MILES EAST OF BRAINERD, IN BRIDGE RAIL AT SOUTHEAST CORNER OF
 AI5714'TRUNK HIGHWAY 25 BRIDGE NUMBER 9099 OVER RAILROAD TRACKS, 19.2 FEET
 AI5714'SOUTH OF TRUNK HIGHWAY 25, 3.6 FEET WEST OF SOUTHEAST CORNER OF
 AI5714'BRIDGE, 2.6 FEET WEST-NORTHWEST OF END OF BRIGDE RAILING
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5715 ***********************************************************************
 AI5715  DESIGNATION -  1811 B
 AI5715  PID         -  AI5715
 AI5715  STATE/COUNTY-  MN/CROW WING
 AI5715  COUNTRY     -  US
 AI5715  USGS QUAD   -  BRAINERD (1994)
 AI5715
 AI5715                         *CURRENT SURVEY CONTROL
 AI5715  ______________________________________________________________________
 AI5715* NAD 83(2007) POSITION- 46 21 11.89015(N) 094 09 26.53380(W)   ADJUSTED  
 AI5715* NAD 83(2007) ELLIP HT-   348.712 (meters)        (02/10/07)   ADJUSTED
 AI5715* NAD 83(2007) EPOCH   -  2002.00
 AI5715* NAVD 88 ORTHO HEIGHT -   375.985  (meters)    1233.54  (feet) ADJUSTED  
 AI5715  ______________________________________________________________________
 AI5715  NAD 83(2007) X  -   -319,724.511 (meters)                     COMP
 AI5715  NAD 83(2007) Y  - -4,398,622.790 (meters)                     COMP
 AI5715  NAD 83(2007) Z  -  4,592,692.734 (meters)                     COMP
 AI5715  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC09
 AI5715  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AI5715  DYNAMIC HEIGHT  -        375.998 (meters)     1233.59  (feet) COMP
 AI5715  MODELED GRAVITY -    980,640.1   (mgal)                       NAVD 88
 AI5715
 AI5715  VERT ORDER      -  SECOND    CLASS I
 AI5715
 AI5715  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5715  Type                                         Horiz  Ellip  Dist(km)
 AI5715  -------------------------------------------------------------------
 AI5715  NETWORK                                       0.64   1.10
 AI5715  -------------------------------------------------------------------
 AI5715  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   1.08      1.85
 AI5715  -------------------------------------------------------------------
 AI5715  NOTE: Click here for information on individual local accuracy
 AI5715  values and other accuracy information.
 AI5715
 AI5715
 AI5715.The horizontal coordinates were established by GPS observations
 AI5715.and adjusted by the National Geodetic Survey in February 2007.
 AI5715
 AI5715.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5715.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5715
 AI5715.The horizontal coordinates are valid at the epoch date displayed above
 AI5715.which is a decimal equivalence of Year/Month/Day.
 AI5715
 AI5715.The orthometric height was determined by differential leveling and
 AI5715.adjusted in August 2006.
 AI5715
 AI5715.Photographs are available for this station.
 AI5715
 AI5715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5715
 AI5715.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5715
 AI5715.The ellipsoidal height was determined by GPS observations
 AI5715.and is referenced to NAD 83.
 AI5715
 AI5715.The dynamic height is computed by dividing the NAVD 88
 AI5715.geopotential number by the normal gravity value computed on the
 AI5715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5715.degrees latitude (g = 980.6199 gals.).
 AI5715
 AI5715.The modeled gravity was interpolated from observed gravity values.
 AI5715
 AI5715. The following values were computed from the NAD 83(2007) position.
 AI5715
 AI5715;                    North         East     Units Scale Factor Converg.
 AI5715;SPC MN C     -   250,418.580   807,129.023   MT  0.99992207   +0 04 01.2
 AI5715;SPC MN C     -   821,581.62  2,648,055.80   sFT  0.99992207   +0 04 01.2
 AI5715;UTM  15      - 5,133,953.903   410,954.504   MT  0.99969747   -0 50 15.1
 AI5715
 AI5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5715!SPC MN C     -   0.99994534  x   0.99992207  =   0.99986741
 AI5715!UTM  15      -   0.99994534  x   0.99969747  =   0.99964282
 AI5715
 AI5715                          SUPERSEDED SURVEY CONTROL
 AI5715
 AI5715  NAD 83(1996)-  46 21 11.88996(N)    094 09 26.53318(W) AD(       ) 1
 AI5715  ELLIP H (10/21/02)  348.745  (m)                       GP(       ) 4 1
 AI5715  NAVD 88 (10/21/02)  375.99   (m)         1233.6    (f) LEVELING    3  
 AI5715  NAVD 88 (09/27/00)  375.985  (m)         1233.54   (f) SUPERSEDED  2 1
 AI5715
 AI5715.Superseded values are not recommended for survey control.
 AI5715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5715.See file dsdata.txt to determine how the superseded data were derived.
 AI5715
 AI5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1095433953(NAD 83)
 AI5715
 AI5715_MARKER: DD = SURVEY DISK
 AI5715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5715_STAMPING: 1811 B 1999
 AI5715_MARK LOGO: MNDT  
 AI5715_PROJECTION: FLUSH
 AI5715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5715+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2005
 AI5715_ROD/PIPE-DEPTH:  5.5 meters
 AI5715
 AI5715  HISTORY     - Date     Condition        Report By
 AI5715  HISTORY     - 1999     MONUMENTED       MNDT
 AI5715  HISTORY     - 19990519 GOOD             MNDT
 AI5715  HISTORY     - 20050615 GOOD             MNDT
 AI5715  HISTORY     - 20050913 GOOD             MNDT
 AI5715
 AI5715                          STATION DESCRIPTION
 AI5715
 AI5715'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5715'1.5 MI (2.4 KM) SE OF BRAINERD, 1.25 MI (2.01 KM) SE ALONG TH 25 FROM
 AI5715'JCT OF TH 25 AND TH 210, IN BRAINERD, AT TH 25 MP 155.85, 0.05 MI
 AI5715'(0.08 KM) NW OF THE JCT OF TH 25 AND TH 18, 10.1 FT (3.1 M) SE OF
 AI5715'P-POLE, 22.2 FT (6.8 M) EAST OF GUY WIRE, 81 FT (24.7 M) NE OF TH 25,
 AI5715'9.8 FT (3.0 M) SE OF WIT POST.
 AI5715
 AI5715                          STATION RECOVERY (1999)
 AI5715
 AI5715'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 AI5715'1.5 MI (2.4 KM) SE OF BRAINERD, 1.25 MI (2.01 KM) SE ALONG TH 25 FROM
 AI5715'JCT OF TH 25 AND TH 210 IN BRAINERD, AT TH 25 MP 155.85, 0.05 MI (0.08
 AI5715'KM) NW OF THE JCT OF TH 25 AND TH 18, 10.1 FT (3.1 M) SE OF P-POLE,
 AI5715'22.2 FT (6.8 M) EAST OF GUY WIRE, 81 FT (24.7 M) NE OF TH 25, 9.8 FT
 AI5715'(3.0 M) SE OF WIT POST.
 AI5715
 AI5715                          STATION RECOVERY (2005)
 AI5715
 AI5715'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI5715'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI5715'THE MARK IS 1.5 MILES (2.4 KM) SOUTHEAST OF BRAINERD, 1.25 MILES (2.01
 AI5715'KM) SOUTHEAST ALONG TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK HIGHWAY 25
 AI5715'AND TRUNK HIGHWAY 210, IN BRAINERD, AT TRUNK HIGHWAY 25 MILEPOINT
 AI5715'155.85, 0.05 MILES (0.08 KM) NORTHWEST OF THE JUNCTION OF TRUNK
 AI5715'HIGHWAY 25 AND TRUNK HIGHWAY 18, 10.1 FEET (3.1 M) SOUTHEAST OF POWER
 AI5715'POLE, 22.2 FEET (6.8 M) EAST OF GUY WIRE, 81 FEET (24.7 M) NORTHEAST
 AI5715'OF TRUNK HIGHWAY 25, 9.8 FEET (3.0 M) SOUTHEAST OF WITNESS POST.
 AI5715
 AI5715                          STATION RECOVERY (2005)
 AI5715
 AI5715'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI5715'1.25 MILES SOUTHEAST ALONG TRUNK HIGHWAY 25 FROM JUNCTION OF TRUNK
 AI5715'HIGHWAY 25 AND TRUNK HIGHWAY 210, IN BRAINERD, AT TRUNK HIGHWAY 25
 AI5715'MILEPOINT 155.85, 0.05 MILE NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY
 AI5715'25 AND TRUNK HIGHWAY 18, 10.1 FEET SOUTHEAST OF POWER POLE, 22.2 FEET
 AI5715'EAST OF GUY WIRE, 81 FEET NORTHEAST OF TRUNK HIGHWAY 25, 9.8 FEET
 AI5715'SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0285 ***********************************************************************
 ON0285  DESIGNATION -  182 BOLT
 ON0285  PID         -  ON0285
 ON0285  STATE/COUNTY-  MN/WINONA
 ON0285  COUNTRY     -  US
 ON0285  USGS QUAD   -  HOLMEN (1973)
 ON0285
 ON0285                         *CURRENT SURVEY CONTROL
 ON0285  ______________________________________________________________________
 ON0285* NAD 83(1986) POSITION- 43 55 02.     (N) 091 21 40.     (W)   SCALED    
 ON0285* NAVD 88 ORTHO HEIGHT -   203.067  (meters)     666.23  (feet) ADJUSTED  
 ON0285  ______________________________________________________________________
 ON0285  GEOID HEIGHT    -        -31.41  (meters)                     GEOID09
 ON0285  DYNAMIC HEIGHT  -        203.033 (meters)      666.12  (feet) COMP
 ON0285  MODELED GRAVITY -    980,447.0   (mgal)                       NAVD 88
 ON0285
 ON0285  VERT ORDER      -  FIRST     CLASS I
 ON0285
 ON0285.The horizontal coordinates were scaled from a topographic map and have
 ON0285.an estimated accuracy of +/- 6 seconds.
 ON0285.
 ON0285.The orthometric height was determined by differential leveling and
 ON0285.adjusted in June 1991.
 ON0285
 ON0285.The dynamic height is computed by dividing the NAVD 88
 ON0285.geopotential number by the normal gravity value computed on the
 ON0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0285.degrees latitude (g = 980.6199 gals.).
 ON0285
 ON0285.The modeled gravity was interpolated from observed gravity values.
 ON0285
 ON0285;                    North         East    Units  Estimated Accuracy
 ON0285;SPC MN S     -   205,340.    1,011,910.      MT  (+/- 180 meters Scaled)
 ON0285
 ON0285                          SUPERSEDED SURVEY CONTROL
 ON0285
 ON0285  NGVD 29 (??/??/92)  203.080  (m)          666.27   (f) ADJ UNCH    1 1
 ON0285
 ON0285.Superseded values are not recommended for survey control.
 ON0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0285.See file dsdata.txt to determine how the superseded data were derived.
 ON0285
 ON0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ315639(NAD 83)
 ON0285
 ON0285_MARKER: B = BOLT
 ON0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ON0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ON0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0285
 ON0285  HISTORY     - Date     Condition        Report By
 ON0285  HISTORY     - UNK      MONUMENTED       MRC
 ON0285  HISTORY     - 1970     GOOD             NGS
 ON0285
 ON0285                          STATION DESCRIPTION
 ON0285
 ON0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0285'0.3 MI NE FROM DAKOTA.
 ON0285'ABOUT 0.1 MILE EAST ALONG COUNTY ROAD 12 FROM THE ROAD OVERPASS
 ON0285'FOR U.S. HIGHWAYS 14 AND 61 AT DAKOTA, THENCE 0.2 MILE NORTH
 ON0285'ALONG OLD U.S. HIGHWAYS 14 AND 61, 0.2 MILE NORTH OF THE POST
 ON0285'OFFICE AND STORE AT DAKOTA, 60 FEET WEST OF THE CENTER LINE
 ON0285'OF THE HIGHWAY, 89.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 ON0285'DAKOTA LUMBER COMPANY BUILDING, 35.5 FEET EAST OF THE SOUTHEAST
 ON0285'CORNER OF A FRAME HOUSE, 17 1/2 FEET NORTH OF A 30-INCH FORKED
 ON0285'MAPLE TREE, 7.0 FEET SOUTH OF THE SOUTH CONCRETE RETAINING
 ON0285'WALL FOR THE STEPS TO THE HOUSE, 4.0 FEET WEST OF A CONCRETE
 ON0285'RETAINING WALL, ABOUT 18 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 ON0285'AND IS A COPPER BOLT LEADED IN AN 18- X 18-INCH TILE SET ABOUT
 ON0285'3 FEET BELOW THE SURFACE OF THE GROUND, ACCESS TO WHICH IS HAD
 ON0285'THROUGH AN IRON PIPE WHICH HAS BEEN BROKEN OFF LEVEL WITH THE
 ON0285'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SZ0024 ***********************************************************************
 SZ0024  DESIGNATION -  19
 SZ0024  PID         -  SZ0024
 SZ0024  STATE/COUNTY-  MN/COOK
 SZ0024  COUNTRY     -  US
 SZ0024  USGS QUAD   -  PIGEON POINT (1976)
 SZ0024
 SZ0024                         *CURRENT SURVEY CONTROL
 SZ0024  ______________________________________________________________________
 SZ0024* NAD 83(1986) POSITION- 48 00 06.     (N) 089 35 06.     (W)   SCALED    
 SZ0024* NAVD 88 ORTHO HEIGHT -   190.748  (meters)     625.81  (feet) ADJUSTED  
 SZ0024  ______________________________________________________________________
 SZ0024  GEOID HEIGHT    -        -34.25  (meters)                     GEOID09
 SZ0024  DYNAMIC HEIGHT  -        190.785 (meters)      625.93  (feet) COMP
 SZ0024  MODELED GRAVITY -    980,803.6   (mgal)                       NAVD 88
 SZ0024
 SZ0024  VERT ORDER      -  FIRST     CLASS II
 SZ0024
 SZ0024.The horizontal coordinates were scaled from a topographic map and have
 SZ0024.an estimated accuracy of +/- 6 seconds.
 SZ0024.
 SZ0024.The orthometric height was determined by differential leveling and
 SZ0024.adjusted in June 1991.
 SZ0024
 SZ0024.Photographs are available for this station.
 SZ0024
 SZ0024.The dynamic height is computed by dividing the NAVD 88
 SZ0024.geopotential number by the normal gravity value computed on the
 SZ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SZ0024.degrees latitude (g = 980.6199 gals.).
 SZ0024
 SZ0024.The modeled gravity was interpolated from observed gravity values.
 SZ0024
 SZ0024;                    North         East    Units  Estimated Accuracy
 SZ0024;SPC MN N     -   272,910.    1,062,190.      MT  (+/- 180 meters Scaled)
 SZ0024
 SZ0024                          SUPERSEDED SURVEY CONTROL
 SZ0024
 SZ0024.No superseded survey control is available for this station.
 SZ0024
 SZ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU071197(NAD 83)
 SZ0024
 SZ0024_MARKER: DB = BENCH MARK DISK
 SZ0024_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SZ0024_SP_SET: BRIDGE CURB
 SZ0024_STAMPING: 19
 SZ0024_MARK LOGO: IBC   
 SZ0024_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SZ0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SZ0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SZ0024+SATELLITE: SATELLITE OBSERVATIONS - October 08, 1997
 SZ0024
 SZ0024  HISTORY     - Date     Condition        Report By
 SZ0024  HISTORY     - 1900     MONUMENTED       IBC
 SZ0024  HISTORY     - 1979     GOOD             NGS
 SZ0024  HISTORY     - 19971008 GOOD             MNDT
 SZ0024  HISTORY     - 20090813 GOOD             GEOCAC
 SZ0024
 SZ0024                          STATION DESCRIPTION
 SZ0024
 SZ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SZ0024'IN PIGEON RIVER.
 SZ0024'IN PIGEON RIVER, AT THE SOUTH END OF THE INTERNATIONAL BRIDGE,
 SZ0024'0.5 FT. NORTH OF THE SOUTH END OF THE WEST CURB OF THE BRIDGE, 1.5
 SZ0024'FT. SOUTH OF BENCH MARK 1357 IBC.
 SZ0024'THE MARK IS 0.5 FT ABOVE THE HIGHWAY.
 SZ0024
 SZ0024                          STATION RECOVERY (1997)
 SZ0024
 SZ0024'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 SZ0024'RECOVERED AS DESCRIBED.
 SZ0024
 SZ0024                          STATION RECOVERY (2009)
 SZ0024
 SZ0024'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 SZ0024'HH2 480004.6 893509.0
 SZ0024'THERE APPEARS TO BE A TYPO IN THE MONUMENTED DATE.  THIS IS A MNDOT
 SZ0024'CAP WITH A PRECAST 19 THAT WAS MORE THAN LIKELY SET IN THIS BRIDGE
 SZ0024'ABOUT THE SAME TIME AS SZ0023 (1964).  THE BRIDGE LOOKS TO BE MUCH
 SZ0024'NEWER THAN 1900.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RM0361 ***********************************************************************
 RM0361  DESIGNATION -  19
 RM0361  PID         -  RM0361
 RM0361  STATE/COUNTY-  MN/ST LOUIS
 RM0361  COUNTRY     -  US
 RM0361  USGS QUAD   -  FRENCH RIVER (1992)
 RM0361
 RM0361                         *CURRENT SURVEY CONTROL
 RM0361  ______________________________________________________________________
 RM0361* NAD 83(1986) POSITION- 46 53 59.00   (N) 091 53 33.20   (W)   HD_HELD1  
 RM0361* NAVD 88 ORTHO HEIGHT -   190.484  (meters)     624.95  (feet) ADJUSTED  
 RM0361  ______________________________________________________________________
 RM0361  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 RM0361  DYNAMIC HEIGHT  -        190.512 (meters)      625.04  (feet) COMP
 RM0361  MODELED GRAVITY -    980,758.9   (mgal)                       NAVD 88
 RM0361
 RM0361  VERT ORDER      -  SECOND    CLASS I
 RM0361
 RM0361.The horizontal coordinates were established by differentially corrected
 RM0361.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RM0361.
 RM0361.The orthometric height was determined by differential leveling and
 RM0361.adjusted in June 2011.
 RM0361
 RM0361.Photographs are available for this station.
 RM0361
 RM0361.The dynamic height is computed by dividing the NAVD 88
 RM0361.geopotential number by the normal gravity value computed on the
 RM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0361.degrees latitude (g = 980.6199 gals.).
 RM0361
 RM0361.The modeled gravity was interpolated from observed gravity values.
 RM0361
 RM0361;                    North         East    Units  Estimated Accuracy
 RM0361;SPC MN N     -   145,158.1     892,004.5     MT  (+/- 3 meters HH1 GPS) 
 RM0361
 RM0361                          SUPERSEDED SURVEY CONTROL
 RM0361
 RM0361  NAVD 88 (06/15/91)  190.487  (m)          624.96   (f) SUPERSEDED  1 2
 RM0361
 RM0361.Superseded values are not recommended for survey control.
 RM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0361.See file dsdata.txt to determine how the superseded data were derived.
 RM0361
 RM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM8435194615(NAD 83)
 RM0361
 RM0361_MARKER: DB = BENCH MARK DISK
 RM0361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RM0361_SP_SET: BRIDGE ABUTMENT
 RM0361_STAMPING: 1929 ADJ NO 19
 RM0361_MARK LOGO: MNDT  
 RM0361_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0361+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2009
 RM0361
 RM0361  HISTORY     - Date     Condition        Report By
 RM0361  HISTORY     - UNK      MONUMENTED       RBNF
 RM0361  HISTORY     - 1979     GOOD             NGS
 RM0361  HISTORY     - 19961006 GOOD             USPSQD
 RM0361  HISTORY     - 20050716 GOOD             NGS
 RM0361  HISTORY     - 20090408 GOOD             MNDT
 RM0361
 RM0361                          STATION DESCRIPTION
 RM0361
 RM0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 RM0361'IN FRENCH RIVER.
 RM0361'IN FRENCH RIVER, AT THE SCENIC DRIVE BRIDGE OVER FRENCH RIVER, IN
 RM0361'THE SOUTHEAST WINGWALL OF THE NORTHEAST ABUTMENT OF THE BRIDGE,
 RM0361'20.0 FT. SOUTHEAST OF THE CENTERLINE OF THE DRIVE.
 RM0361'THE MARK IS 1 FT ABOVE THE DRIVE.
 RM0361
 RM0361                          STATION RECOVERY (1996)
 RM0361
 RM0361'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0361'RECOVERED IN GOOD CONDITION.
 RM0361
 RM0361                          STATION RECOVERY (2005)
 RM0361
 RM0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RM0361'SCENIC ROAD IS COUNTY ROUTE 61 AND FORMER US 61.
 RM0361
 RM0361                          STATION RECOVERY (2009)
 RM0361
 RM0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 RM0361'THE MARK IS IN SOUTHEAST WINGWALL OF NORTHEAST ABUTMENT OF COUNTY ROAD
 RM0361'61 (LAKE SUPERIOR SCENIC DRIVE) BRIDGE 3601 OVER FRENCH RIVER, 20 FEET
 RM0361'SOUTHEAST OF COUNTY ROAD 61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0233 ***********************************************************************
 QO0233  DESIGNATION -  19
 QO0233  PID         -  QO0233
 QO0233  STATE/COUNTY-  MN/PINE
 QO0233  COUNTRY     -  US
 QO0233  USGS QUAD   -  BEROUN (1983)
 QO0233
 QO0233                         *CURRENT SURVEY CONTROL
 QO0233  ______________________________________________________________________
 QO0233* NAD 83(1986) POSITION- 45 54 51.     (N) 092 57 28.     (W)   SCALED    
 QO0233* NAVD 88 ORTHO HEIGHT -   296.60   (+/-2cm)     973.1   (feet) VERTCON   
 QO0233  ______________________________________________________________________
 QO0233  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 QO0233  VERT ORDER      -  ? (See Below)
 QO0233
 QO0233.The horizontal coordinates were scaled from a topographic map and have
 QO0233.an estimated accuracy of +/- 6 seconds.
 QO0233.
 QO0233.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0233
 QO0233.The vertical order pertains to the NGVD 29 superseded value.
 QO0233
 QO0233;                    North         East    Units  Estimated Accuracy
 QO0233;SPC MN C     -   202,420.      900,250.      MT  (+/- 180 meters Scaled)
 QO0233
 QO0233                          SUPERSEDED SURVEY CONTROL
 QO0233
 QO0233  NGVD 29 (??/??/92)  296.514  (m)          972.81   (f) ADJ UNCH       
 QO0233
 QO0233.Superseded values are not recommended for survey control.
 QO0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0233.See file dsdata.txt to determine how the superseded data were derived.
 QO0233
 QO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL032845(NAD 83)
 QO0233
 QO0233_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0233_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0233_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0233_MARK LOGO: MRC   
 QO0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0233
 QO0233  HISTORY     - Date     Condition        Report By
 QO0233  HISTORY     - UNK      MONUMENTED       MRC
 QO0233  HISTORY     - 1974     GOOD             MNDT
 QO0233  HISTORY     - 20071204 MARK NOT FOUND   MNDT
 QO0233
 QO0233                          STATION DESCRIPTION
 QO0233
 QO0233'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0233'0.33 MI N FROM BEROUN.
 QO0233'1/3 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 QO0233'BEROUN, PINE COUNTY, AND 71 FEET WEST OF THE SITE OF THE NORTH HEAD
 QO0233'BLOCK OF THE ABANDONED SIDING.  (THE TOP OF A COPPER BOLT LEADED IN A
 QO0233'TILE ABOUT 4 FEET UNDERGROUND,) ACCESS TO WHICH IS HAD THROUGH A
 QO0233'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
 QO0233'NOTE-- THE RAILROAD STATION HAS BEEN DESTROYED.  THE CAP ON 4 INCH
 QO0233'IRON PIPE MAY HAVE BEEN DESTROYED BY THE CONSTRUCTION OF TRUNK HIGHWAY
 QO0233'61 IN 1942.  THE BOLT LEADED IN TILE MAY BE UNDER THE SHOULDER OF
 QO0233'COUNTY ROAD 61 (OLD TRUNK HIGHWAY 61).  CORNER OF SW 1/4, SEC 10, T
 QO0233'40N, R 21W.
 QO0233
 QO0233                          STATION RECOVERY (2007)
 QO0233
 QO0233'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 QO0233'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0718 ***********************************************************************
 RN0718  DESIGNATION -  19
 RN0718  PID         -  RN0718
 RN0718  STATE/COUNTY-  MN/ST LOUIS
 RN0718  COUNTRY     -  US
 RN0718  USGS QUAD   -  FLOODWOOD (1983)
 RN0718
 RN0718                         *CURRENT SURVEY CONTROL
 RN0718  ______________________________________________________________________
 RN0718* NAD 83(1986) POSITION- 46 57 57.56   (N) 092 54 19.62   (W)   HD_HELD1  
 RN0718* NAVD 88 ORTHO HEIGHT -   377.999  (meters)    1240.15  (feet) ADJUSTED  
 RN0718  ______________________________________________________________________
 RN0718  GEOID HEIGHT    -        -29.15  (meters)                     GEOID09
 RN0718  DYNAMIC HEIGHT  -        378.024 (meters)     1240.23  (feet) COMP
 RN0718  MODELED GRAVITY -    980,669.4   (mgal)                       NAVD 88
 RN0718
 RN0718  VERT ORDER      -  SECOND    CLASS 0
 RN0718
 RN0718.The horizontal coordinates were established by differentially corrected
 RN0718.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0718.
 RN0718.The orthometric height was determined by differential leveling and
 RN0718.adjusted in June 1991.
 RN0718
 RN0718.The dynamic height is computed by dividing the NAVD 88
 RN0718.geopotential number by the normal gravity value computed on the
 RN0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0718.degrees latitude (g = 980.6199 gals.).
 RN0718
 RN0718.The modeled gravity was interpolated from observed gravity values.
 RN0718
 RN0718;                    North         East    Units  Estimated Accuracy
 RN0718;SPC MN N     -   151,825.2     814,806.3     MT  (+/- 3 meters HH1 GPS) 
 RN0718
 RN0718                          SUPERSEDED SURVEY CONTROL
 RN0718
 RN0718  NGVD 29 (??/??/92)  377.802  (m)         1239.51   (f) ADJ UNCH    2 0
 RN0718
 RN0718.Superseded values are not recommended for survey control.
 RN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0718.See file dsdata.txt to determine how the superseded data were derived.
 RN0718
 RN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN0719201388(NAD 83)
 RN0718
 RN0718_MARKER: DB = BENCH MARK DISK
 RN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0718_SP_SET: CULVERT
 RN0718_MARK LOGO: MNHD  
 RN0718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0718+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1999
 RN0718
 RN0718  HISTORY     - Date     Condition        Report By
 RN0718  HISTORY     - 1929     MONUMENTED       MNHD
 RN0718  HISTORY     - 1948     GOOD             CGS
 RN0718  HISTORY     - 19990817 GOOD             MNDT
 RN0718
 RN0718                          STATION DESCRIPTION
 RN0718
 RN0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RN0718'2.7 MI N FROM FLOODWOOD.
 RN0718'ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE HIGH SCHOOL AT
 RN0718'FLOODWOOD, ABOUT 0.35 MILE NORTHWEST OF THE JUNCTION OF A ROAD LEADING
 RN0718'EAST, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 RN0718'OF AN 8-FOOT CONCRETE CULVERT, 43 FEET NORTHEAST OF THE CENTER LINE OF
 RN0718'THE (PRESENT) HIGHWAY, AND ABOUT 3 FEET BELOW THE HIGHWAY LEVEL.
 RN0718
 RN0718                          STATION RECOVERY (1999)
 RN0718
 RN0718'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RN0718'RECOVERED OK AT TH 73 MP 46.25, NO GOOD FOR GPS.
 RN0718'UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0123 ***********************************************************************
 SL0123  DESIGNATION -  19
 SL0123  PID         -  SL0123
 SL0123  STATE/COUNTY-  MN/NORMAN
 SL0123  COUNTRY     -  US
 SL0123  USGS QUAD   -  HALSTAD (1963)
 SL0123
 SL0123                         *CURRENT SURVEY CONTROL
 SL0123  ______________________________________________________________________
 SL0123* NAD 83(1986) POSITION- 47 19 02.     (N) 096 48 57.     (W)   SCALED    
 SL0123* NAVD 88 ORTHO HEIGHT -   265.172  (meters)     869.99  (feet) ADJUSTED  
 SL0123  ______________________________________________________________________
 SL0123  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 SL0123  DYNAMIC HEIGHT  -        265.206 (meters)      870.10  (feet) COMP
 SL0123  MODELED GRAVITY -    980,735.4   (mgal)                       NAVD 88
 SL0123
 SL0123  VERT ORDER      -  SECOND    CLASS 0
 SL0123
 SL0123.The horizontal coordinates were scaled from a topographic map and have
 SL0123.an estimated accuracy of +/- 6 seconds.
 SL0123.
 SL0123.The orthometric height was determined by differential leveling and
 SL0123.adjusted in June 1991.
 SL0123
 SL0123.The dynamic height is computed by dividing the NAVD 88
 SL0123.geopotential number by the normal gravity value computed on the
 SL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0123.degrees latitude (g = 980.6199 gals.).
 SL0123
 SL0123.The modeled gravity was interpolated from observed gravity values.
 SL0123
 SL0123;                    North         East    Units  Estimated Accuracy
 SL0123;SPC MN N     -   197,600.      519,190.      MT  (+/- 180 meters Scaled)
 SL0123
 SL0123                          SUPERSEDED SURVEY CONTROL
 SL0123
 SL0123  NGVD 29 (??/??/92)  264.839  (m)          868.89   (f) ADJ UNCH    2 0
 SL0123
 SL0123.Superseded values are not recommended for survey control.
 SL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0123.See file dsdata.txt to determine how the superseded data were derived.
 SL0123
 SL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT650427(NAD 83)
 SL0123
 SL0123_MARKER: DD = SURVEY DISK
 SL0123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SL0123_SP_SET: BRIDE ABUTMENT
 SL0123_STAMPING: NO 19 1929 ADJ
 SL0123_MARK LOGO: MNHD  
 SL0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0123
 SL0123  HISTORY     - Date     Condition        Report By
 SL0123  HISTORY     - 1929     MONUMENTED       MNHD
 SL0123  HISTORY     - 1964     GOOD             CGS
 SL0123  HISTORY     - 20080828 GOOD             MNDT
 SL0123
 SL0123                          STATION DESCRIPTION
 SL0123
 SL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0123'2.45 MI S FROM HALSTAD.
 SL0123'ABOUT 2.45 MILES SOUTH ALONG U.S. HIGHWAY 75 AND THE GREAT NORTHERN
 SL0123'RAILWAY FROM THE STATION AT HALSTAD, IN S 6, T 144 N, R 48 W, 18 FEET
 SL0123'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END
 SL0123'OF THE SOUTH CONCRETE ABUTMENT OF A CONCRETE BRIDGE OVER A DRAINAGE
 SL0123'DITCH, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 SL0123
 SL0123                          STATION RECOVERY (2008)
 SL0123
 SL0123'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 SL0123'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTH OF PERLEY, 7.3 MI
 SL0123'(11.7 KM) WEST-SOUTHWEST OF ANTHONY AND 2.5 MI (4.0 KM)
 SL0123'SOUTH-SOUTHEAST OF HALSTAD.
 SL0123' 
 SL0123'TO REACH TO THE MARK GO 2.45 MI (3.9 KM) SOUTH FROM HALSTAD, ABOUT
 SL0123'2.45 MI (3.9 KM) SOUTH ALONG TRUNK HIGHWAY 75 AND THE GREAT NORTHERN
 SL0123'RAILWAY FROM THE STATION AT HALSTAD, 18 FT (5.5 M) EAST OF THE
 SL0123'HIGHWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 SL0123'OF A CONCRETE BRIDGE OVER A DRAINAGE DITCH.  NO BRIDGE ANY MORE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0560 ***********************************************************************
 SH0560  DESIGNATION -  19
 SH0560  PID         -  SH0560
 SH0560  STATE/COUNTY-  MN/ST LOUIS
 SH0560  COUNTRY     -  US
 SH0560  USGS QUAD   -  BRIMSON (1985)
 SH0560
 SH0560                         *CURRENT SURVEY CONTROL
 SH0560  ______________________________________________________________________
 SH0560* NAD 83(1986) POSITION- 47 15 36.     (N) 091 50 47.     (W)   SCALED    
 SH0560* NAVD 88 ORTHO HEIGHT -   457.445  (meters)    1500.80  (feet) ADJUSTED  
 SH0560  ______________________________________________________________________
 SH0560  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 SH0560  DYNAMIC HEIGHT  -        457.509 (meters)     1501.01  (feet) COMP
 SH0560  MODELED GRAVITY -    980,737.5   (mgal)                       NAVD 88
 SH0560
 SH0560  VERT ORDER      -  FIRST     CLASS II
 SH0560
 SH0560.The horizontal coordinates were scaled from a topographic map and have
 SH0560.an estimated accuracy of +/- 6 seconds.
 SH0560.
 SH0560.The orthometric height was determined by differential leveling and
 SH0560.adjusted in June 1991.
 SH0560
 SH0560.The dynamic height is computed by dividing the NAVD 88
 SH0560.geopotential number by the normal gravity value computed on the
 SH0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0560.degrees latitude (g = 980.6199 gals.).
 SH0560
 SH0560.The modeled gravity was interpolated from observed gravity values.
 SH0560
 SH0560;                    North         East    Units  Estimated Accuracy
 SH0560;SPC MN N     -   185,260.      894,870.      MT  (+/- 180 meters Scaled)
 SH0560
 SH0560                          SUPERSEDED SURVEY CONTROL
 SH0560
 SH0560.No superseded survey control is available for this station.
 SH0560
 SH0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN872347(NAD 83)
 SH0560
 SH0560_MARKER: DB = BENCH MARK DISK
 SH0560_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SH0560_SP_SET: BRIDGE ABUTMENT
 SH0560_STAMPING: NO. 19 1929 ADJ.
 SH0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SH0560
 SH0560  HISTORY     - Date     Condition        Report By
 SH0560  HISTORY     - UNK      MONUMENTED       MNDT
 SH0560  HISTORY     - 1978     GOOD             NGS
 SH0560
 SH0560                          STATION DESCRIPTION
 SH0560
 SH0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 SH0560'0.3 MI NORTH FROM ROLLINS.
 SH0560'0.3 MILE NORTH ALONG COUNTY ROAD 44 FROM THE JUNCTION OF COUNTY
 SH0560'ROAD 55 IN ROLLINS, IN THE EAST END OF THE SOUTH ABUTMENT OF A
 SH0560'BRIDGE OVER THE CLOQUET RIVER, 22 FT. EAST OF THE CENTERLINE OF THE
 SH0560'ROAD.
 SH0560'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5919 ***********************************************************************
 DF5919  DESIGNATION -  19
 DF5919  PID         -  DF5919
 DF5919  STATE/COUNTY-  MN/PINE
 DF5919  COUNTRY     -  US
 DF5919  USGS QUAD   -  CEDAR LAKE (1983)
 DF5919
 DF5919                         *CURRENT SURVEY CONTROL
 DF5919  ______________________________________________________________________
 DF5919* NAD 83(2007) POSITION- 45 56 48.00677(N) 092 51 54.01996(W)   ADJUSTED  
 DF5919* NAD 83(2007) ELLIP HT-   270.338 (meters)        (02/10/07)   ADJUSTED
 DF5919* NAD 83(2007) EPOCH   -  2002.00
 DF5919* NAVD 88 ORTHO HEIGHT -   297.6    (meters)     976.    (feet) GPS OBS   
 DF5919  ______________________________________________________________________
 DF5919  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5919  GEOID HEIGHT    -        -27.20  (meters)                     GEOID03
 DF5919  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 DF5919  NAD 83(2007) X  -   -222,062.740 (meters)                     COMP
 DF5919  NAD 83(2007) Y  - -4,437,217.143 (meters)                     COMP
 DF5919  NAD 83(2007) Z  -  4,561,322.028 (meters)                     COMP
 DF5919  LAPLACE CORR    -          8.96  (seconds)                    DEFLEC09
 DF5919
 DF5919  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5919  Type                                         Horiz  Ellip  Dist(km)
 DF5919  -------------------------------------------------------------------
 DF5919  NETWORK                                       0.91   0.65
 DF5919  -------------------------------------------------------------------
 DF5919  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.07   0.66      7.90
 DF5919  -------------------------------------------------------------------
 DF5919  NOTE: Click here for information on individual local accuracy
 DF5919  values and other accuracy information.
 DF5919
 DF5919
 DF5919.The horizontal coordinates were established by GPS observations
 DF5919.and adjusted by the National Geodetic Survey in February 2007.
 DF5919
 DF5919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5919.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5919
 DF5919.The horizontal coordinates are valid at the epoch date displayed above
 DF5919.which is a decimal equivalence of Year/Month/Day.
 DF5919
 DF5919.The orthometric height was determined by GPS observations and a
 DF5919.high-resolution geoid model.
 DF5919
 DF5919.Photographs are available for this station.
 DF5919
 DF5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5919
 DF5919.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5919
 DF5919.The ellipsoidal height was determined by GPS observations
 DF5919.and is referenced to NAD 83.
 DF5919
 DF5919. The following values were computed from the NAD 83(2007) position.
 DF5919
 DF5919;                    North         East     Units Scale Factor Converg.
 DF5919;SPC MN C     -   206,157.323   907,377.874   MT  0.99994485   +1 00 06.8
 DF5919;SPC MN C     -   676,367.82  2,976,955.57   sFT  0.99994485   +1 00 06.8
 DF5919;UTM  15      - 5,088,130.888   510,462.971   MT  0.99960135   +0 05 49.3
 DF5919
 DF5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5919!SPC MN C     -   0.99995762  x   0.99994485  =   0.99990247
 DF5919!UTM  15      -   0.99995762  x   0.99960135  =   0.99955899
 DF5919
 DF5919                          SUPERSEDED SURVEY CONTROL
 DF5919
 DF5919  NAD 83(1996)-  45 56 48.00669(N)    092 51 54.01940(W) AD(       ) 1
 DF5919  ELLIP H (05/27/03)  270.388  (m)                       GP(       ) 3 1
 DF5919  NAVD 88 (05/27/03)  297.6    (m)  GEOID99 model used   GPS OBS        
 DF5919
 DF5919.Superseded values are not recommended for survey control.
 DF5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5919.See file dsdata.txt to determine how the superseded data were derived.
 DF5919
 DF5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1046288130(NAD 83)
 DF5919
 DF5919_MARKER: DD = SURVEY DISK
 DF5919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5919_STAMPING: NO 19
 DF5919_MARK LOGO: MN-115
 DF5919_PROJECTION: FLUSH
 DF5919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5919+STABILITY: SURFACE MOTION
 DF5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5919+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2008
 DF5919
 DF5919  HISTORY     - Date     Condition        Report By
 DF5919  HISTORY     - 1999     MONUMENTED       MN-115
 DF5919  HISTORY     - 20081113 GOOD             MNDT
 DF5919
 DF5919                          STATION DESCRIPTION
 DF5919
 DF5919'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5919'8 MI (12.9 KM) NE OF BEROUN, 3 MI (4.8 KM) EAST ALONG CO RD 14 FROM
 DF5919'JCT OF CO RD 61 THEN 3 MI (4.8 KM) NORTH ALONG CO RD 15 THEN 1.65 MI
 DF5919'(2.66 KM) EAST ALONG TWP RD, 32 FT (9.8 M) SOUTH OF TWP RD, 43 FT
 DF5919'(13.1 M) WEST OF P-POLE, 4 FT (1.2 M) NORTH OF FENCE, 2 FT (0.6 M)
 DF5919'NORTH OF WIT POST.
 DF5919
 DF5919                          STATION RECOVERY (2008)
 DF5919
 DF5919'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5919'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5919'THE MARK IS 8.0 MILES NORTHEAST OF BEROUN, 3.0 MILES EAST ALONG COUNTY
 DF5919'ROAD 14 FROM JUNCTION OF COUNTY ROAD 14 AND COUNTY ROAD 61 AT BEROUN,
 DF5919'THEN 3.0 MILE NORTH ALONG COUNTY ROAD 15, THEN 1.65 MILES EAST ALONG
 DF5919'MALLARD ROAD, 32.0 FEET SOUTH OF MALLARD ROAD, 43.0 FEET WEST OF POWER
 DF5919'POLE, 4.0 FEET NORTH OF FENCE, 2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8708 ***********************************************************************
 DF8708  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8708  DESIGNATION -  19
 DF8708  PID         -  DF8708
 DF8708  STATE/COUNTY-  MN/KANABEC
 DF8708  COUNTRY     -  US
 DF8708  USGS QUAD   -  MORA NORTH (1980)
 DF8708
 DF8708                         *CURRENT SURVEY CONTROL
 DF8708  ______________________________________________________________________
 DF8708* NAD 83(2007) POSITION- 45 53 21.69401(N) 093 21 47.73127(W)   ADJUSTED  
 DF8708* NAD 83(2007) ELLIP HT-   292.703 (meters)        (02/10/07)   ADJUSTED
 DF8708* NAD 83(2007) EPOCH   -  2002.00
 DF8708* NAVD 88 ORTHO HEIGHT -   320.38   (meters)    1051.1   (feet) GPS OBS   
 DF8708  ______________________________________________________________________
 DF8708  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DF8708  NAD 83(2007) X  -   -260,909.966 (meters)                     COMP
 DF8708  NAD 83(2007) Y  - -4,439,701.930 (meters)                     COMP
 DF8708  NAD 83(2007) Z  -  4,556,906.448 (meters)                     COMP
 DF8708  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC09
 DF8708
 DF8708  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8708  Type                                         Horiz  Ellip  Dist(km)
 DF8708  -------------------------------------------------------------------
 DF8708  NETWORK                                       0.86   0.73
 DF8708  -------------------------------------------------------------------
 DF8708  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.92   0.66      8.25
 DF8708  -------------------------------------------------------------------
 DF8708  NOTE: Click here for information on individual local accuracy
 DF8708  values and other accuracy information.
 DF8708
 DF8708
 DF8708.The horizontal coordinates were established by GPS observations
 DF8708.and adjusted by the National Geodetic Survey in February 2007.
 DF8708
 DF8708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8708.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8708
 DF8708.The horizontal coordinates are valid at the epoch date displayed above
 DF8708.which is a decimal equivalence of Year/Month/Day.
 DF8708
 DF8708.The orthometric height was determined by GPS observations and a
 DF8708.high-resolution geoid model using precise GPS observation and
 DF8708.processing techniques.
 DF8708
 DF8708.Photographs are available for this station.
 DF8708
 DF8708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8708
 DF8708.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8708
 DF8708.The ellipsoidal height was determined by GPS observations
 DF8708.and is referenced to NAD 83.
 DF8708
 DF8708. The following values were computed from the NAD 83(2007) position.
 DF8708
 DF8708;                    North         East     Units Scale Factor Converg.
 DF8708;SPC MN C     -   199,234.173   868,821.953   MT  0.99995208   +0 38 29.2
 DF8708;SPC MN C     -   653,654.12  2,850,460.02   sFT  0.99995208   +0 38 29.2
 DF8708;UTM  15      - 5,081,818.836   471,816.034   MT  0.99960977   -0 15 39.0
 DF8708
 DF8708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8708!SPC MN C     -   0.99995411  x   0.99995208  =   0.99990620
 DF8708!UTM  15      -   0.99995411  x   0.99960977  =   0.99956390
 DF8708
 DF8708                          SUPERSEDED SURVEY CONTROL
 DF8708
 DF8708  NAD 83(1996)-  45 53 21.69404(N)    093 21 47.73111(W) AD(       ) 1
 DF8708  ELLIP H (10/22/03)  292.745  (m)                       GP(       ) 3 2
 DF8708  NAVD 88 (10/22/03)  320.4    (m)  GEOID99 model used   GPS OBS        
 DF8708
 DF8708.Superseded values are not recommended for survey control.
 DF8708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8708.See file dsdata.txt to determine how the superseded data were derived.
 DF8708
 DF8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7181681818(NAD 83)
 DF8708
 DF8708_MARKER: DD = SURVEY DISK
 DF8708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8708_STAMPING: 19
 DF8708_MARK LOGO: MN-065
 DF8708_PROJECTION: FLUSH
 DF8708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8708+STABILITY: SURFACE MOTION
 DF8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8708+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 DF8708
 DF8708  HISTORY     - Date     Condition        Report By
 DF8708  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8708  HISTORY     - 20100422 GOOD             MNDT
 DF8708
 DF8708                          STATION DESCRIPTION
 DF8708
 DF8708'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8708'4 MI (6.4 KM) WEST OF MORA, TO REACH FROM JCT OF TH 23 AND TH 65, GO
 DF8708'NORTH 0.2 MI (0.3 KM) ON TH 65, THEN 0.4 MI (0.6 KM) WEST ON E MAPLE
 DF8708'AVE, THEN 3.6 MI (5.8 KM) WEST ON CO RD 6 (210TH AVE) , 54 FT (16.5 M)
 DF8708'SOUTH OF 210TH AVE, 8 FT (2.4 M) EAST OF ENTRANCE, 6 FT (1.8 M) NORTH
 DF8708'OF FENCELINE, 0.2 MI (0.3 KM) WEST OF HICKORY ST, 2 FT (0.6 M) SOUTH
 DF8708'OF WITNESS POST, FLUSH.
 DF8708
 DF8708                          STATION RECOVERY (2010)
 DF8708
 DF8708'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8708'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8708'THE MARK IS 4.0 MILES WEST OF MORA, 0.4 MILE WEST ALONG EAST MAPLE
 DF8708'AVENUE FROM JUNCTION OF EAST MAPLE AVENUE AND TRUNK HIGHWAY 65 (0.2
 DF8708'MILE NORTH OF JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN
 DF8708'MORA), TO TRUNK HIGHWAY 65 MILEPOINT 65.1, THEN 3.6 MILES WEST ON
 DF8708'COUNTY ROAD 6 (210TH AVENUE), 0.2 MILE WEST OF HICKORY STREET ON 210TH
 DF8708'AVENUE, 54.0 FEET SOUTH OF CENTERLINE OF 210TH AVENUE AND 8.0 FEET
 DF8708'EAST OF THE CENTERLINE OF FIELD ENTRANCE, 6.0 FEET NORTH OF FENCE
 DF8708'LINE, 6.5 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1773 ***********************************************************************
 PP1773  DESIGNATION -  19 1
 PP1773  PID         -  PP1773
 PP1773  STATE/COUNTY-  MN/LE SUEUR
 PP1773  COUNTRY     -  US
 PP1773  USGS QUAD   -  HENDERSON (1981)
 PP1773
 PP1773                         *CURRENT SURVEY CONTROL
 PP1773  ______________________________________________________________________
 PP1773* NAD 83(1986) POSITION- 44 32 17.     (N) 093 53 18.     (W)   SCALED    
 PP1773* NAVD 88 ORTHO HEIGHT -   227.580  (meters)     746.65  (feet) ADJUSTED  
 PP1773  ______________________________________________________________________
 PP1773  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 PP1773  DYNAMIC HEIGHT  -        227.552 (meters)      746.56  (feet) COMP
 PP1773  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 PP1773
 PP1773  VERT ORDER      -  SECOND    CLASS 0
 PP1773
 PP1773.The horizontal coordinates were scaled from a topographic map and have
 PP1773.an estimated accuracy of +/- 6 seconds.
 PP1773.
 PP1773.The orthometric height was determined by differential leveling and
 PP1773.adjusted in June 1991.
 PP1773
 PP1773.The dynamic height is computed by dividing the NAVD 88
 PP1773.geopotential number by the normal gravity value computed on the
 PP1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1773.degrees latitude (g = 980.6199 gals.).
 PP1773
 PP1773.The modeled gravity was interpolated from observed gravity values.
 PP1773
 PP1773;                    North         East    Units  Estimated Accuracy
 PP1773;SPC MN S     -   270,900.      808,870.      MT  (+/- 180 meters Scaled)
 PP1773
 PP1773                          SUPERSEDED SURVEY CONTROL
 PP1773
 PP1773  NGVD 29 (??/??/92)  227.541  (m)          746.52   (f) ADJ UNCH    2 0
 PP1773
 PP1773.Superseded values are not recommended for survey control.
 PP1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1773.See file dsdata.txt to determine how the superseded data were derived.
 PP1773
 PP1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK294320(NAD 83)
 PP1773
 PP1773_MARKER: B = BOLT
 PP1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1773_SP_SET: CONTROL BOX
 PP1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1773
 PP1773  HISTORY     - Date     Condition        Report By
 PP1773  HISTORY     - UNK      MONUMENTED       MNDT
 PP1773  HISTORY     - 1973     GOOD             MNDT
 PP1773
 PP1773                          STATION DESCRIPTION
 PP1773
 PP1773'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1773'1.2 MI NE FROM HENDERSON.
 PP1773'THE MARK IS 1.1 MILES EAST MEASURED ALONG T.H. 19 FROM THE U.S. POST
 PP1773'OFFICE AT HENDERSON, MINNESOTA, THEN 0.4 MILE NORTH ALONG THE CHICAGO
 PP1773'AND NORTHWESTERN RAILROAD.  IT IS 10 FEET WEST OF RAILROAD SIGNAL NO.
 PP1773'567, 3 FEET ABOVE THE TRACK.  IT IS ON TOP OF THE NORTHEAST BOLT ON
 PP1773'TOP OF RAILROAD SIGNAL CONTROL BOX.  NE 1/4 SECTION 1, T 112N, R 26W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1774 ***********************************************************************
 PP1774  DESIGNATION -  19 2
 PP1774  PID         -  PP1774
 PP1774  STATE/COUNTY-  MN/LE SUEUR
 PP1774  COUNTRY     -  US
 PP1774  USGS QUAD   -  HENDERSON (1981)
 PP1774
 PP1774                         *CURRENT SURVEY CONTROL
 PP1774  ______________________________________________________________________
 PP1774* NAD 83(1986) POSITION- 44 32 16.     (N) 093 53 20.     (W)   SCALED    
 PP1774* NAVD 88 ORTHO HEIGHT -   226.608  (meters)     743.46  (feet) ADJUSTED  
 PP1774  ______________________________________________________________________
 PP1774  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 PP1774  DYNAMIC HEIGHT  -        226.580 (meters)      743.37  (feet) COMP
 PP1774  MODELED GRAVITY -    980,490.5   (mgal)                       NAVD 88
 PP1774
 PP1774  VERT ORDER      -  SECOND    CLASS 0
 PP1774
 PP1774.The horizontal coordinates were scaled from a topographic map and have
 PP1774.an estimated accuracy of +/- 6 seconds.
 PP1774.
 PP1774.The orthometric height was determined by differential leveling and
 PP1774.adjusted in June 1991.
 PP1774
 PP1774.The dynamic height is computed by dividing the NAVD 88
 PP1774.geopotential number by the normal gravity value computed on the
 PP1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1774.degrees latitude (g = 980.6199 gals.).
 PP1774
 PP1774.The modeled gravity was interpolated from observed gravity values.
 PP1774
 PP1774;                    North         East    Units  Estimated Accuracy
 PP1774;SPC MN S     -   270,870.      808,830.      MT  (+/- 180 meters Scaled)
 PP1774
 PP1774                          SUPERSEDED SURVEY CONTROL
 PP1774
 PP1774  NGVD 29 (??/??/92)  226.568  (m)          743.33   (f) ADJ UNCH    2 0
 PP1774
 PP1774.Superseded values are not recommended for survey control.
 PP1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1774.See file dsdata.txt to determine how the superseded data were derived.
 PP1774
 PP1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK293319(NAD 83)
 PP1774
 PP1774_MARKER: B = BOLT
 PP1774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1774_SP_SET: BASE
 PP1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1774
 PP1774  HISTORY     - Date     Condition        Report By
 PP1774  HISTORY     - UNK      MONUMENTED       MNDT
 PP1774  HISTORY     - 1973     GOOD             MNDT
 PP1774
 PP1774                          STATION DESCRIPTION
 PP1774
 PP1774'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1774'1.2 MI NE FROM HENDERSON.
 PP1774'THE MARK IS 1.1 MILES EAST MEASURED ALONG T.H. 19 FROM THE U.S. POST
 PP1774'OFFICE AT HENDERSON, MINNESOTA, THEN 0.4 MILE NORTH ALONG THE CHICAGO
 PP1774'AND NORTHWESTERN RAILROAD.  IT IS ABOUT LEVEL WITH TRACKS, AND IS THE
 PP1774'SOUTHWEST BOLT IN THE BASE OF RAILROAD SIGNAL NO. 566.  NE 1/4 SECTION
 PP1774'1, T 112N, R 26W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7859 ***********************************************************************
 DE7859  DESIGNATION -  19 A
 DE7859  PID         -  DE7859
 DE7859  STATE/COUNTY-  MN/ROSEAU
 DE7859  COUNTRY     -  US
 DE7859  USGS QUAD   -  WANNASKA SW (1984)
 DE7859
 DE7859                         *CURRENT SURVEY CONTROL
 DE7859  ______________________________________________________________________
 DE7859* NAD 83(1986) POSITION- 48 35 52.0    (N) 095 44 01.3    (W)   HD_HELD2  
 DE7859* NAVD 88 ORTHO HEIGHT -   347.043  (meters)    1138.59  (feet) ADJUSTED  
 DE7859  ______________________________________________________________________
 DE7859  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DE7859  DYNAMIC HEIGHT  -        347.128 (meters)     1138.87  (feet) COMP
 DE7859  MODELED GRAVITY -    980,843.5   (mgal)                       NAVD 88
 DE7859
 DE7859  VERT ORDER      -  SECOND    CLASS I
 DE7859
 DE7859.The horizontal coordinates were established by autonomous hand held GPS
 DE7859.observations and have an estimated accuracy of +/- 10 meters.
 DE7859.
 DE7859.The orthometric height was determined by differential leveling and
 DE7859.adjusted in April 2004.
 DE7859
 DE7859.The dynamic height is computed by dividing the NAVD 88
 DE7859.geopotential number by the normal gravity value computed on the
 DE7859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7859.degrees latitude (g = 980.6199 gals.).
 DE7859
 DE7859.The modeled gravity was interpolated from observed gravity values.
 DE7859
 DE7859;                    North         East    Units  Estimated Accuracy
 DE7859;SPC MN N     -   336,536.      605,780.      MT  (+/- 10 meters HH2 GPS)
 DE7859
 DE7859                          SUPERSEDED SURVEY CONTROL
 DE7859
 DE7859.No superseded survey control is available for this station.
 DE7859
 DE7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9845586351(NAD 83)
 DE7859
 DE7859_MARKER: DB = BENCH MARK DISK
 DE7859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7859_SP_SET: BRIDGE WINGWALL
 DE7859_STAMPING: 19 A
 DE7859_MARK LOGO: MNDT  
 DE7859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7859+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 DE7859
 DE7859  HISTORY     - Date     Condition        Report By
 DE7859  HISTORY     - 1966     MONUMENTED       MNDT
 DE7859  HISTORY     - 19980328 GOOD             MNDT
 DE7859
 DE7859                          STATION DESCRIPTION
 DE7859
 DE7859'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7859'THE MARK IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTH OF WANNASKA, AT TH 89
 DE7859'MP 107.35, IN SE COR OF TH 89 BRDG 6780 OVER SOUTH FORK OF ROSEAU
 DE7859'RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0144 ***********************************************************************
 RN0144  DESIGNATION -  19 A RESET
 RN0144  PID         -  RN0144
 RN0144  STATE/COUNTY-  MN/ST LOUIS
 RN0144  COUNTRY     -  US
 RN0144  USGS QUAD   -  FREDENBERG (1993)
 RN0144
 RN0144                         *CURRENT SURVEY CONTROL
 RN0144  ______________________________________________________________________
 RN0144* NAD 83(1986) POSITION- 46 55 16.5    (N) 092 09 13.1    (W)   HD_HELD2  
 RN0144* NAVD 88 ORTHO HEIGHT -   416.896  (meters)    1367.77  (feet) ADJUSTED  
 RN0144  ______________________________________________________________________
 RN0144  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 RN0144  DYNAMIC HEIGHT  -        416.940 (meters)     1367.91  (feet) COMP
 RN0144  MODELED GRAVITY -    980,706.7   (mgal)                       NAVD 88
 RN0144
 RN0144  VERT ORDER      -  SECOND    CLASS I
 RN0144
 RN0144.The horizontal coordinates were established by autonomous hand held GPS
 RN0144.observations and have an estimated accuracy of +/- 10 meters.
 RN0144.
 RN0144.The orthometric height was determined by differential leveling and
 RN0144.adjusted in January 2012.
 RN0144
 RN0144.No vertical observational check was made to the station.
 RN0144
 RN0144.Photographs are available for this station.
 RN0144
 RN0144.The dynamic height is computed by dividing the NAVD 88
 RN0144.geopotential number by the normal gravity value computed on the
 RN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0144.degrees latitude (g = 980.6199 gals.).
 RN0144
 RN0144.The modeled gravity was interpolated from observed gravity values.
 RN0144
 RN0144;                    North         East    Units  Estimated Accuracy
 RN0144;SPC MN N     -   147,274.      872,082.      MT  (+/- 10 meters HH2 GPS)
 RN0144
 RN0144                          SUPERSEDED SURVEY CONTROL
 RN0144
 RN0144  NGVD 29 (04/14/03)  416.83   (m)         1367.5    (f) RESET       3  
 RN0144
 RN0144.Superseded values are not recommended for survey control.
 RN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0144.See file dsdata.txt to determine how the superseded data were derived.
 RN0144
 RN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6443996760(NAD 83)
 RN0144
 RN0144_MARKER: DB = BENCH MARK DISK
 RN0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN0144_SP_SET: BOX CULVERT HEADWALL
 RN0144_STAMPING: 19 A RESET 1969
 RN0144_MARK LOGO: MNHD  
 RN0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0144+STABILITY: SURFACE MOTION
 RN0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN0144+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 RN0144
 RN0144  HISTORY     - Date     Condition        Report By
 RN0144  HISTORY     - 1969     MONUMENTED       MNDT
 RN0144  HISTORY     - 20011019 GOOD             USPSQD
 RN0144  HISTORY     - 20030320 GOOD             GEOCAC
 RN0144  HISTORY     - 20070814 GOOD             MNDT
 RN0144
 RN0144                          STATION DESCRIPTION
 RN0144
 RN0144'DESCRIBED BY MN DEPT OF TRANSP 1969
 RN0144'6.8 MI SE FROM FREDENBERG.
 RN0144'ABOUT 4.2 MILES EAST ALONG STATE HIGHWAY 43 FROM FREDENBERG, THENCE
 RN0144'2.6 MILES SOUTH ALONG C-SAH NO. 4, SET IN THE TOP OF THE SOUTH END OF
 RN0144'THE EAST HEADWALL OF A BOX CULVERT.
 RN0144
 RN0144                          STATION RECOVERY (2001)
 RN0144
 RN0144'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN0144'RECOVERED IN GOOD CONDITION.
 RN0144
 RN0144                          STATION RECOVERY (2003)
 RN0144
 RN0144'RECOVERY NOTE BY GEOCACHING 2003 (MLW)
 RN0144'RECOVERED IN GOOD CONDITION.
 RN0144
 RN0144                          STATION RECOVERY (2007)
 RN0144
 RN0144'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 RN0144'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0659 ***********************************************************************
 QO0659  DESIGNATION -  19 ADP
 QO0659  PID         -  QO0659
 QO0659  STATE/COUNTY-  MN/RAMSEY
 QO0659  COUNTRY     -  US
 QO0659  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0659
 QO0659                         *CURRENT SURVEY CONTROL
 QO0659  ______________________________________________________________________
 QO0659* NAD 83(1986) POSITION- 45 00 22.36   (N) 093 11 30.62   (W)   HD_HELD1  
 QO0659* NAVD 88 ORTHO HEIGHT -   294.238  (meters)     965.35  (feet) ADJUSTED  
 QO0659  ______________________________________________________________________
 QO0659  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 QO0659  DYNAMIC HEIGHT  -        294.229 (meters)      965.32  (feet) COMP
 QO0659  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 QO0659
 QO0659  VERT ORDER      -  SECOND    CLASS 0
 QO0659
 QO0659.The horizontal coordinates were established by differentially corrected
 QO0659.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0659.
 QO0659.The orthometric height was determined by differential leveling and
 QO0659.adjusted in June 1991.
 QO0659
 QO0659.Photographs are available for this station.
 QO0659
 QO0659.The dynamic height is computed by dividing the NAVD 88
 QO0659.geopotential number by the normal gravity value computed on the
 QO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0659.degrees latitude (g = 980.6199 gals.).
 QO0659
 QO0659.The modeled gravity was interpolated from observed gravity values.
 QO0659
 QO0659;                    North         East    Units  Estimated Accuracy
 QO0659;SPC MN S     -   323,231.9     863,710.5     MT  (+/- 3 meters HH1 GPS) 
 QO0659
 QO0659                          SUPERSEDED SURVEY CONTROL
 QO0659
 QO0659  NGVD 29 (??/??/92)  294.176  (m)          965.14   (f) ADJ UNCH    2 0
 QO0659
 QO0659.Superseded values are not recommended for survey control.
 QO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0659.See file dsdata.txt to determine how the superseded data were derived.
 QO0659
 QO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8488183658(NAD 83)
 QO0659
 QO0659_MARKER: DB = BENCH MARK DISK
 QO0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0659_SP_SET: MONUMENT
 QO0659_STAMPING: 19 ADP 965 1950
 QO0659_MARK LOGO: USGS  
 QO0659_PROJECTION: PROJECTING 8 CENTIMETERS
 QO0659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0659+STABILITY: SURFACE MOTION
 QO0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0659+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 QO0659
 QO0659  HISTORY     - Date     Condition        Report By
 QO0659  HISTORY     - 1950     MONUMENTED       USGS
 QO0659  HISTORY     - 1971     GOOD             MNDT
 QO0659  HISTORY     - 1987     GOOD             USPSQD
 QO0659  HISTORY     - 1987     GOOD             USPSQD
 QO0659  HISTORY     - 20010625 GOOD             USPSQD
 QO0659  HISTORY     - 20070614 GOOD             MNDT
 QO0659
 QO0659                          STATION DESCRIPTION
 QO0659
 QO0659'DESCRIBED BY MN DEPT OF TRANSP 1971
 QO0659'IN ROSEVILLE.
 QO0659'0.25 MILES SOUTH OF T.H. 36, 0.2 MILES WEST OF CLEVELAND AVENUE IN
 QO0659'ROSEVILLE, 325 FEET WEST OF ACORN ROAD, 30 FEET NORTH OF THE
 QO0659'CENTERLINE OF COUNTY ROAD B, 63 FEET EAST OF PRIVATE DRIVE TO NO. 2177
 QO0659'WEST COUNTY ROAD B (MR. W. OSTLIE RESIDENCE), 43.5 FEET WEST OF A
 QO0659'POWER POLE, 23 FEET WEST-SOUTHWEST OF A POWER POLE, 1 FOOT SOUTH OF A
 QO0659'STEEL WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 QO0659'GROUND AND ABOUT 3 FEET HIGHER THAN COUNTY ROAD B.  SE 1/4, SEC 8,
 QO0659'T29N, R23W.
 QO0659
 QO0659                          STATION RECOVERY (1987)
 QO0659
 QO0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 QO0659'RECOVERED IN GOOD CONDITION.
 QO0659
 QO0659                          STATION RECOVERY (1987)
 QO0659
 QO0659'RECOVERY NOTE BY US POWER SQUADRON 1987 (GQ)
 QO0659'RECOVERED IN GOOD CONDITION.
 QO0659
 QO0659                          STATION RECOVERY (2001)
 QO0659
 QO0659'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 QO0659'RECOVERED IN GOOD CONDITION.
 QO0659
 QO0659                          STATION RECOVERY (2007)
 QO0659
 QO0659'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0659'IN ROSEVILLE, 0.1 MILE SOUTH OF INTERSTATE HIGHWAY 35 WEST, 0.6 MILE
 QO0659'EAST OF TRUNK HIGHWAY 280, 30.6 FEET NORTH OF COUNTY ROAD B, 340 FEET
 QO0659'WEST OF ACRON DRIVE, 355 FEET EAST OF MARION STREET, 43.6 FEET WEST OF
 QO0659'POWER POLE, 66.4 FEET EAST OF DRIVEWAY AT 2177 COUNTY ROAD B, 10 FEET
 QO0659'WEST OF DRIVEWAY NUMBER 2171, 3 FEET NORTHWEST OF A WITNESS POST, 1
 QO0659'FOOT SOUTH OF ANOTHER WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1744 ***********************************************************************
 RN1744  DESIGNATION -  19 B RESET
 RN1744  PID         -  RN1744
 RN1744  STATE/COUNTY-  MN/ST LOUIS
 RN1744  COUNTRY     -  US
 RN1744  USGS QUAD   -  FREDENBERG (1993)
 RN1744
 RN1744                         *CURRENT SURVEY CONTROL
 RN1744  ______________________________________________________________________
 RN1744* NAD 83(1986) POSITION- 46 54 47.     (N) 092 09 12.     (W)   SCALED    
 RN1744* NAVD 88 ORTHO HEIGHT -   418.096  (meters)    1371.70  (feet) ADJUSTED  
 RN1744  ______________________________________________________________________
 RN1744  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 RN1744  DYNAMIC HEIGHT  -        418.140 (meters)     1371.85  (feet) COMP
 RN1744  MODELED GRAVITY -    980,706.1   (mgal)                       NAVD 88
 RN1744
 RN1744  VERT ORDER      -  SECOND    CLASS I
 RN1744
 RN1744.The horizontal coordinates were scaled from a topographic map and have
 RN1744.an estimated accuracy of +/- 6 seconds.
 RN1744.
 RN1744.The orthometric height was determined by differential leveling and
 RN1744.adjusted in January 2012.
 RN1744
 RN1744.No vertical observational check was made to the station.
 RN1744
 RN1744.Photographs are available for this station.
 RN1744
 RN1744.The dynamic height is computed by dividing the NAVD 88
 RN1744.geopotential number by the normal gravity value computed on the
 RN1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1744.degrees latitude (g = 980.6199 gals.).
 RN1744
 RN1744.The modeled gravity was interpolated from observed gravity values.
 RN1744
 RN1744;                    North         East    Units  Estimated Accuracy
 RN1744;SPC MN N     -   146,360.      872,120.      MT  (+/- 180 meters Scaled)
 RN1744
 RN1744                          SUPERSEDED SURVEY CONTROL
 RN1744
 RN1744  NGVD 29 (04/14/03)  416.92   (m)         1367.8    (f) RESET       3  
 RN1744
 RN1744.Superseded values are not recommended for survey control.
 RN1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1744.See file dsdata.txt to determine how the superseded data were derived.
 RN1744
 RN1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM644958(NAD 83)
 RN1744
 RN1744_MARKER: DB = BENCH MARK DISK
 RN1744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RN1744_SP_SET: BOX CULVERT HEADWALL
 RN1744_STAMPING: 19 B RESET 1969
 RN1744_MARK LOGO: MNHD  
 RN1744_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1744+STABILITY: SURFACE MOTION
 RN1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1744+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 RN1744
 RN1744  HISTORY     - Date     Condition        Report By
 RN1744  HISTORY     - 1969     MONUMENTED       MNDT
 RN1744  HISTORY     - 20011019 GOOD             USPSQD
 RN1744  HISTORY     - 20070814 GOOD             MNDT
 RN1744
 RN1744                          STATION DESCRIPTION
 RN1744
 RN1744'DESCRIBED BY MN DEPT OF TRANSP 1969
 RN1744'7.3 MI SE FROM FREDENBERG.
 RN1744'4.2 MILES EAST ALONG COUNTY ROAD 43 FROM FREDENBERG TO COUNTY ROAD 4,
 RN1744'THENCE 2.7 MILES SOUTH ON COUNTY ROAD 4 TO A BOX CULVERT OVER A CREEK,
 RN1744'IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT OVER
 RN1744'A CREEK.
 RN1744
 RN1744                          STATION RECOVERY (2001)
 RN1744
 RN1744'RECOVERY NOTE BY US POWER SQUADRON 2001 (CNG)
 RN1744'RECOVERED IN GOOD CONDITION.
 RN1744
 RN1744                          STATION RECOVERY (2007)
 RN1744
 RN1744'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 RN1744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6135 ***********************************************************************
 DH6135  DESIGNATION -  19 CDL
 DH6135  PID         -  DH6135
 DH6135  STATE/COUNTY-  MN/MAHNOMEN
 DH6135  COUNTRY     -  US
 DH6135  USGS QUAD   -  ROY LAKE (1969)
 DH6135
 DH6135                         *CURRENT SURVEY CONTROL
 DH6135  ______________________________________________________________________
 DH6135* NAD 83(1986) POSITION- 47 17 44.51   (N) 095 36 57.70   (W)   HD_HELD1  
 DH6135* NAVD 88 ORTHO HEIGHT -   461.668  (meters)    1514.66  (feet) ADJUSTED  
 DH6135  ______________________________________________________________________
 DH6135  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DH6135  DYNAMIC HEIGHT  -        461.704 (meters)     1514.77  (feet) COMP
 DH6135  MODELED GRAVITY -    980,676.9   (mgal)                       NAVD 88
 DH6135
 DH6135  VERT ORDER      -  THIRD
 DH6135
 DH6135.The horizontal coordinates were established by differentially corrected
 DH6135.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DH6135.
 DH6135.The orthometric height was determined by differential leveling and
 DH6135.adjusted in May 2009.
 DH6135
 DH6135.The dynamic height is computed by dividing the NAVD 88
 DH6135.geopotential number by the normal gravity value computed on the
 DH6135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6135.degrees latitude (g = 980.6199 gals.).
 DH6135
 DH6135.The modeled gravity was interpolated from observed gravity values.
 DH6135
 DH6135;                    North         East    Units  Estimated Accuracy
 DH6135;SPC MN N     -   191,557.2     609,743.0     MT  (+/- 3 meters HH1 GPS) 
 DH6135
 DH6135                          SUPERSEDED SURVEY CONTROL
 DH6135
 DH6135.No superseded survey control is available for this station.
 DH6135
 DH6135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0222041343(NAD 83)
 DH6135
 DH6135_MARKER: DD = SURVEY DISK
 DH6135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6135_STAMPING: 19 CDL 1967
 DH6135_MARK LOGO: USGS  
 DH6135_PROJECTION: PROJECTING 3 CENTIMETERS
 DH6135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6135+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2006
 DH6135_ROD/PIPE-DEPTH:  4.6 meters
 DH6135
 DH6135  HISTORY     - Date     Condition        Report By
 DH6135  HISTORY     - 1967     MONUMENTED       USGS
 DH6135  HISTORY     - 20061127 GOOD             MNDT
 DH6135
 DH6135                          STATION DESCRIPTION
 DH6135
 DH6135'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6135'NAYTAHWAUSH, 2.35 MI. NORTH AND 0.5 MI. EAST OF, T. 144 N., R. 39 W.,
 DH6135'NEAR THE CORNER OF SECTIONS 9, 10, 15 AND 16, 36.8 FT. SOUTH, 60 FT.
 DH6135'EAST OF AND 2.0 FT. LOWER THAN CENTER OF RD. AT T-RD. EAST, 2.0 FT.
 DH6135'NE. OF A POWER POLE, 1.7 FT. WEST OF A WITNESS POST, ON TOP OF A 1/2
 DH6135'INCH COPPER COATED STEEL ROD, DRIVEN TO A DEPTH OF 15 FT., A STANDARD
 DH6135'TABLET STAMPED 19 CDL 1967, TABLET SET FLUSH WITH THE GROUND AND
 DH6135'SURROUNDED BY A 6 INCH TILE.
 DH6135
 DH6135                          STATION RECOVERY (2006)
 DH6135
 DH6135'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6135'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST OF ZERKEL, 9.3 MI
 DH6135'(15.0 KM) EAST-SOUTHEAST OF BEAULIEU AND 3.4 MI (5.5 KM) SOUTHWEST OF
 DH6135'ROY LAKE.   TO REACH TO THE STATION GO 2.3 MI (3.7 KM) NORTH ALONG
 DH6135'COUNTRY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND WHITE EARTH
 DH6135'ROUTE 7/70 IN NAY-TAH-WAUSH, 38.0 FT (11.6 M) SOUTH AND 58.30 FT (17.8
 DH6135'M) EAST OF COUNTY ROAD 4 AT TEE ROAD EAST, 5.5 FT (1.7 M) SOUTH OF
 DH6135'PEDESTAL, 3.5 FT (1.1 M) NORTHEAST OF POWER POLE, 1.7 FT (0.5 M) WEST
 DH6135'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5902 ***********************************************************************
 DH5902  DESIGNATION -  19 CER
 DH5902  PID         -  DH5902
 DH5902  STATE/COUNTY-  MN/CLEARWATER
 DH5902  COUNTRY     -  US
 DH5902  USGS QUAD   -  HEART LAKE (1981)
 DH5902
 DH5902                         *CURRENT SURVEY CONTROL
 DH5902  ______________________________________________________________________
 DH5902* NAD 83(1986) POSITION- 47 16 57.     (N) 095 15 16.     (W)   SCALED    
 DH5902* NAVD 88 ORTHO HEIGHT -   466.574  (meters)    1530.75  (feet) ADJUSTED  
 DH5902  ______________________________________________________________________
 DH5902  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DH5902  DYNAMIC HEIGHT  -        466.612 (meters)     1530.88  (feet) COMP
 DH5902  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 DH5902
 DH5902  VERT ORDER      -  THIRD
 DH5902
 DH5902.The horizontal coordinates were scaled from a topographic map and have
 DH5902.an estimated accuracy of +/- 6 seconds.
 DH5902.
 DH5902.The orthometric height was determined by differential leveling and
 DH5902.adjusted in May 2009.
 DH5902
 DH5902.The dynamic height is computed by dividing the NAVD 88
 DH5902.geopotential number by the normal gravity value computed on the
 DH5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5902.degrees latitude (g = 980.6199 gals.).
 DH5902
 DH5902.The modeled gravity was interpolated from observed gravity values.
 DH5902
 DH5902;                    North         East    Units  Estimated Accuracy
 DH5902;SPC MN N     -   189,270.      637,040.      MT  (+/- 180 meters Scaled)
 DH5902
 DH5902                          SUPERSEDED SURVEY CONTROL
 DH5902
 DH5902.No superseded survey control is available for this station.
 DH5902
 DH5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN295390(NAD 83)
 DH5902
 DH5902_MARKER: DB = BENCH MARK DISK
 DH5902_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5902_STAMPING: 19 CER 1967
 DH5902_MARK LOGO: USGS  
 DH5902_PROJECTION: FLUSH
 DH5902_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5902_ROD/PIPE-DEPTH:  4.6 meters
 DH5902
 DH5902  HISTORY     - Date     Condition        Report By
 DH5902  HISTORY     - 1967     MONUMENTED       USGS
 DH5902
 DH5902                          STATION DESCRIPTION
 DH5902
 DH5902'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5902'LAKE ITASCA, CLEARWATER CO., 2.0 MI. NORTH AND 2.0 MI (3.2 KM) WEST
 DH5902'OF, T. 144 N., R. 36 W., NEAR COR. OF SECS. 16, 17, 20 AND 21, 6 FT
 DH5902'(1.8 M) NORTH, 54 FT. WEST AND 1.2 FT. LOWER THAN A FIELD ROAD EAST, A
 DH5902'STANDARD TABLET SET ON TOP OF A COPPER COATED STEEL ROD DRIVEN 15 FT.
 DH5902'IN GROUND, AND STAMPED 19 CER 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0658 ***********************************************************************
 SK0658  DESIGNATION -  19 CLC
 SK0658  PID         -  SK0658
 SK0658  STATE/COUNTY-  MN/POLK
 SK0658  COUNTRY     -  US
 SK0658  USGS QUAD   -  OKLEE (1971)
 SK0658
 SK0658                         *CURRENT SURVEY CONTROL
 SK0658  ______________________________________________________________________
 SK0658* NAD 83(1986) POSITION- 47 46 59.     (N) 095 46 21.     (W)   SCALED    
 SK0658* NAVD 88 ORTHO HEIGHT -   366.194  (meters)    1201.42  (feet) ADJUSTED  
 SK0658  ______________________________________________________________________
 SK0658  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 SK0658  DYNAMIC HEIGHT  -        366.258 (meters)     1201.63  (feet) COMP
 SK0658  MODELED GRAVITY -    980,775.3   (mgal)                       NAVD 88
 SK0658
 SK0658  VERT ORDER      -  THIRD
 SK0658
 SK0658.The horizontal coordinates were scaled from a topographic map and have
 SK0658.an estimated accuracy of +/- 6 seconds.
 SK0658.
 SK0658.The orthometric height was determined by differential leveling and
 SK0658.adjusted in June 1991.
 SK0658
 SK0658.Photographs are available for this station.
 SK0658
 SK0658.The dynamic height is computed by dividing the NAVD 88
 SK0658.geopotential number by the normal gravity value computed on the
 SK0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0658.degrees latitude (g = 980.6199 gals.).
 SK0658
 SK0658.The modeled gravity was interpolated from observed gravity values.
 SK0658
 SK0658;                    North         East    Units  Estimated Accuracy
 SK0658;SPC MN N     -   246,100.      599,790.      MT  (+/- 180 meters Scaled)
 SK0658
 SK0658                          SUPERSEDED SURVEY CONTROL
 SK0658
 SK0658.No superseded survey control is available for this station.
 SK0658
 SK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN923959(NAD 83)
 SK0658
 SK0658_MARKER: DB = BENCH MARK DISK
 SK0658_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0658_SP_SET: COPPER-CLAD STEEL ROD
 SK0658_STAMPING: 19 CLC 1967
 SK0658_MARK LOGO: USGS  
 SK0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0658
 SK0658  HISTORY     - Date     Condition        Report By
 SK0658  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0658
 SK0658                          STATION DESCRIPTION
 SK0658
 SK0658'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0658'6.3 KM (3.90 MI) WEST FROM TRAIL.
 SK0658'TRAIL, 3.9 MI WEST OF, NEAR THE QUARTER CORNER OF SECTIONS 27 AND 28,
 SK0658'T. 150 N., R. 40 W., 74 FT NORTH, 35 FT EAST AND 4.8 FT LOWER THAN
 SK0658'T-RD NORTH, 1 FT NORTH OF A FENCE CORNER, 1 FT NORTH OF A WITNESS
 SK0658'SIGN, A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15 FT, A
 SK0658'STANDARD BRASS TABLET CRIMPED TO ROD AND STAMPED 19 CLC 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0660 ***********************************************************************
 SK0660  DESIGNATION -  19 CLC A TBM
 SK0660  PID         -  SK0660
 SK0660  STATE/COUNTY-  MN/POLK
 SK0660  COUNTRY     -  US
 SK0660  USGS QUAD   -  OKLEE (1971)
 SK0660
 SK0660                         *CURRENT SURVEY CONTROL
 SK0660  ______________________________________________________________________
 SK0660* NAD 83(1986) POSITION- 47 47 00.     (N) 095 45 03.     (W)   SCALED    
 SK0660* NAVD 88 ORTHO HEIGHT -   372.335  (meters)    1221.57  (feet) ADJUSTED  
 SK0660  ______________________________________________________________________
 SK0660  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 SK0660  DYNAMIC HEIGHT  -        372.399 (meters)     1221.78  (feet) COMP
 SK0660  MODELED GRAVITY -    980,773.3   (mgal)                       NAVD 88
 SK0660
 SK0660  VERT ORDER      -  THIRD
 SK0660
 SK0660.The horizontal coordinates were scaled from a topographic map and have
 SK0660.an estimated accuracy of +/- 6 seconds.
 SK0660.
 SK0660.The orthometric height was determined by differential leveling and
 SK0660.adjusted in June 1991.
 SK0660
 SK0660.The dynamic height is computed by dividing the NAVD 88
 SK0660.geopotential number by the normal gravity value computed on the
 SK0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0660.degrees latitude (g = 980.6199 gals.).
 SK0660
 SK0660.The modeled gravity was interpolated from observed gravity values.
 SK0660
 SK0660;                    North         East    Units  Estimated Accuracy
 SK0660;SPC MN N     -   246,080.      601,410.      MT  (+/- 180 meters Scaled)
 SK0660
 SK0660                          SUPERSEDED SURVEY CONTROL
 SK0660
 SK0660.No superseded survey control is available for this station.
 SK0660
 SK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN939958(NAD 83)
 SK0660
 SK0660_MARKER: Z = SEE DESCRIPTION
 SK0660_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0660_SP_SET: IN TOP OF METAL CULVERT
 SK0660_MARK LOGO: USGS  
 SK0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0660
 SK0660  HISTORY     - Date     Condition        Report By
 SK0660  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0660
 SK0660                          STATION DESCRIPTION
 SK0660
 SK0660'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0660'4.5 KM (2.80 MI) WEST FROM TRAIL.
 SK0660'TBM 19 CLC A, 1.0 MI EAST ALONG STATE HWY 92 FROM TABLET, 44 FT NORTH,
 SK0660'19 FT EAST AND 4.9 FT LOWER THAN CROSSROADS, ON THE EAST END OF A
 SK0660'METAL CORRUGATED CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0659 ***********************************************************************
 SK0659  DESIGNATION -  19 CLC RM
 SK0659  PID         -  SK0659
 SK0659  STATE/COUNTY-  MN/POLK
 SK0659  COUNTRY     -  US
 SK0659  USGS QUAD   -  OKLEE (1971)
 SK0659
 SK0659                         *CURRENT SURVEY CONTROL
 SK0659  ______________________________________________________________________
 SK0659* NAD 83(1986) POSITION- 47 46 58.     (N) 095 46 21.     (W)   SCALED    
 SK0659* NAVD 88 ORTHO HEIGHT -   366.817  (meters)    1203.47  (feet) ADJUSTED  
 SK0659  ______________________________________________________________________
 SK0659  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 SK0659  DYNAMIC HEIGHT  -        366.881 (meters)     1203.68  (feet) COMP
 SK0659  MODELED GRAVITY -    980,775.3   (mgal)                       NAVD 88
 SK0659
 SK0659  VERT ORDER      -  THIRD
 SK0659
 SK0659.The horizontal coordinates were scaled from a topographic map and have
 SK0659.an estimated accuracy of +/- 6 seconds.
 SK0659.
 SK0659.The orthometric height was determined by differential leveling and
 SK0659.adjusted in June 1991.
 SK0659
 SK0659.The dynamic height is computed by dividing the NAVD 88
 SK0659.geopotential number by the normal gravity value computed on the
 SK0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0659.degrees latitude (g = 980.6199 gals.).
 SK0659
 SK0659.The modeled gravity was interpolated from observed gravity values.
 SK0659
 SK0659;                    North         East    Units  Estimated Accuracy
 SK0659;SPC MN N     -   246,070.      599,790.      MT  (+/- 180 meters Scaled)
 SK0659
 SK0659                          SUPERSEDED SURVEY CONTROL
 SK0659
 SK0659.No superseded survey control is available for this station.
 SK0659
 SK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN923958(NAD 83)
 SK0659
 SK0659_MARKER: Q = CHISELED SQUARE
 SK0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0659_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0659_MARK LOGO: USGS  
 SK0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0659
 SK0659  HISTORY     - Date     Condition        Report By
 SK0659  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0659
 SK0659                          STATION DESCRIPTION
 SK0659
 SK0659'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0659'6.3 KM (3.90 MI) WEST FROM TRAIL.
 SK0659'REFERENCE MARK, 50 FT SOUTH, 12 FT EAST OF TABLET ON THE NORTH END OF
 SK0659'A CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6966 ***********************************************************************
 DH6966  DESIGNATION -  19 DLS
 DH6966  PID         -  DH6966
 DH6966  STATE/COUNTY-  MN/ITASCA
 DH6966  COUNTRY     -  US
 DH6966  USGS QUAD   -  WILDWOOD SE (1996)
 DH6966
 DH6966                         *CURRENT SURVEY CONTROL
 DH6966  ______________________________________________________________________
 DH6966* NAD 83(1986) POSITION- 47 45 38.3    (N) 093 49 24.1    (W)   HD_HELD2  
 DH6966* NAVD 88 ORTHO HEIGHT -   404.642  (meters)    1327.56  (feet) ADJUSTED  
 DH6966  ______________________________________________________________________
 DH6966  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 DH6966  DYNAMIC HEIGHT  -        404.702 (meters)     1327.76  (feet) COMP
 DH6966  MODELED GRAVITY -    980,746.7   (mgal)                       NAVD 88
 DH6966
 DH6966  VERT ORDER      -  SECOND    CLASS I
 DH6966
 DH6966.The horizontal coordinates were established by autonomous hand held GPS
 DH6966.observations and have an estimated accuracy of +/- 10 meters.
 DH6966.
 DH6966.The orthometric height was determined by differential leveling and
 DH6966.adjusted in December 2005.
 DH6966
 DH6966.No vertical observational check was made to the station.
 DH6966
 DH6966.Photographs are available for this station.
 DH6966
 DH6966.The dynamic height is computed by dividing the NAVD 88
 DH6966.geopotential number by the normal gravity value computed on the
 DH6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6966.degrees latitude (g = 980.6199 gals.).
 DH6966
 DH6966.The modeled gravity was interpolated from observed gravity values.
 DH6966
 DH6966;                    North         East    Units  Estimated Accuracy
 DH6966;SPC MN N     -   240,403.      745,776.      MT  (+/- 10 meters HH2 GPS)
 DH6966
 DH6966                          SUPERSEDED SURVEY CONTROL
 DH6966
 DH6966.No superseded survey control is available for this station.
 DH6966
 DH6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3829790025(NAD 83)
 DH6966
 DH6966_MARKER: DD = SURVEY DISK
 DH6966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6966_STAMPING: 19 DLS 1969
 DH6966_MARK LOGO: USGS  
 DH6966_PROJECTION: PROJECTING 8 CENTIMETERS
 DH6966_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6966+STABILITY: SURFACE MOTION
 DH6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6966+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DH6966
 DH6966  HISTORY     - Date     Condition        Report By
 DH6966  HISTORY     - 1969     MONUMENTED       USGS
 DH6966
 DH6966                          STATION DESCRIPTION
 DH6966
 DH6966'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DH6966'2.6 MILES WEST ALONG COUNTY ROAD 14 FROM THE JUNCTION OF COUNTY ROAD
 DH6966'14 AND TRUNK HIGHWAY 6 (JUNCTION IS ABOUT 5 MILES WEST OF BIG FORK),
 DH6966'55.7 FEET NORTH AND 119 FEET EAST OF COUNTY ROAD 14 AT DRIVEWAY NUMBER
 DH6966'46264, 2.6 FEET NORTHEAST OF POWER POLE, 2.9 FEET SOUTH OF WITNESS
 DH6966'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7878 ***********************************************************************
 DK7878  DESIGNATION -  19 LNB
 DK7878  PID         -  DK7878
 DK7878  STATE/COUNTY-  MN/OTTER TAIL
 DK7878  COUNTRY     -  US
 DK7878  USGS QUAD   -  MILLERVILLE (1969)
 DK7878
 DK7878                         *CURRENT SURVEY CONTROL
 DK7878  ______________________________________________________________________
 DK7878* NAD 83(1986) POSITION- 46 07 24.1    (N) 095 30 39.7    (W)   HD_HELD2  
 DK7878* NAVD 88 ORTHO HEIGHT -   450.425  (meters)    1477.77  (feet) ADJUSTED  
 DK7878  ______________________________________________________________________
 DK7878  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 DK7878  DYNAMIC HEIGHT  -        450.420 (meters)     1477.75  (feet) COMP
 DK7878  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 DK7878
 DK7878  VERT ORDER      -  SECOND    CLASS I
 DK7878
 DK7878.The horizontal coordinates were established by autonomous hand held GPS
 DK7878.observations and have an estimated accuracy of +/- 10 meters.
 DK7878.
 DK7878.The orthometric height was determined by differential leveling and
 DK7878.adjusted in May 2009.
 DK7878
 DK7878.No vertical observational check was made to the station.
 DK7878
 DK7878.Photographs are available for this station.
 DK7878
 DK7878.The dynamic height is computed by dividing the NAVD 88
 DK7878.geopotential number by the normal gravity value computed on the
 DK7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7878.degrees latitude (g = 980.6199 gals.).
 DK7878
 DK7878.The modeled gravity was interpolated from observed gravity values.
 DK7878
 DK7878;                    North         East    Units  Estimated Accuracy
 DK7878;SPC MN C     -   225,633.      702,545.      MT  (+/- 10 meters HH2 GPS)
 DK7878
 DK7878                          SUPERSEDED SURVEY CONTROL
 DK7878
 DK7878.No superseded survey control is available for this station.
 DK7878
 DK7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0600010819(NAD 83)
 DK7878
 DK7878_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DK7878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7878_SP_SET: STEP
 DK7878_STAMPING: 19 LNB 1967
 DK7878_MARK LOGO: USGS  
 DK7878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7878+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 DK7878
 DK7878  HISTORY     - Date     Condition        Report By
 DK7878  HISTORY     - 1967     MONUMENTED       USGS
 DK7878  HISTORY     - 20051010 GOOD             MNDT
 DK7878
 DK7878                          STATION DESCRIPTION
 DK7878
 DK7878'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7878'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF VINING, 9.0 MI
 DK7878'(14.5 KM) WEST-SOUTHWEST OF PARKERS PRAIRIE AND 4.6 MI (7.4 KM)
 DK7878'NORTH-NORTHEAST OF MILLERVILLE.  IN URBANK, IN THE TOP OF EAST END OF
 DK7878'BOTTOM STEP AT SOUTHEAST CORNER OF SACRED HEART CHURCH, ABOUT 200 FT
 DK7878'(61.0 M) NORTH OF COUNTY ROAD 38, ABOUT 150 FT (45.7 M) EAST OF COUNTY
 DK7878'ROAD 59.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1310 ***********************************************************************
 PP1310  DESIGNATION -  1901 AB
 PP1310  PID         -  PP1310
 PP1310  STATE/COUNTY-  MN/DAKOTA
 PP1310  COUNTRY     -  US
 PP1310  USGS QUAD   -  ST PAUL WEST (1993)
 PP1310
 PP1310                         *CURRENT SURVEY CONTROL
 PP1310  ______________________________________________________________________
 PP1310* NAD 83(1986) POSITION- 44 52 35.10   (N) 093 10 27.02   (W)   HD_HELD1  
 PP1310* NAVD 88 ORTHO HEIGHT -   246.204  (meters)     807.75  (feet) ADJUSTED  
 PP1310  ______________________________________________________________________
 PP1310  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PP1310  DYNAMIC HEIGHT  -        246.196 (meters)      807.73  (feet) COMP
 PP1310  MODELED GRAVITY -    980,578.4   (mgal)                       NAVD 88
 PP1310
 PP1310  VERT ORDER      -  SECOND    CLASS 0
 PP1310
 PP1310.The horizontal coordinates were established by differentially corrected
 PP1310.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1310.
 PP1310.The orthometric height was determined by differential leveling and
 PP1310.adjusted in June 1991.
 PP1310
 PP1310.Photographs are available for this station.
 PP1310
 PP1310.The dynamic height is computed by dividing the NAVD 88
 PP1310.geopotential number by the normal gravity value computed on the
 PP1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1310.degrees latitude (g = 980.6199 gals.).
 PP1310
 PP1310.The modeled gravity was interpolated from observed gravity values.
 PP1310
 PP1310;                    North         East    Units  Estimated Accuracy
 PP1310;SPC MN S     -   308,823.2     865,248.9     MT  (+/- 3 meters HH1 GPS) 
 PP1310
 PP1310                          SUPERSEDED SURVEY CONTROL
 PP1310
 PP1310.No superseded survey control is available for this station.
 PP1310
 PP1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8624369236(NAD 83)
 PP1310
 PP1310_MARKER: DV = VERTICAL CONTROL DISK
 PP1310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1310_SP_SET: CONCRETE FOOTING
 PP1310_STAMPING: 1901 AB 1977
 PP1310_MARK LOGO: MNDT  
 PP1310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1310+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 PP1310
 PP1310  HISTORY     - Date     Condition        Report By
 PP1310  HISTORY     - 1977     MONUMENTED       MNDT
 PP1310  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 PP1310  HISTORY     - 20070611 GOOD             MNDT
 PP1310
 PP1310                          STATION DESCRIPTION
 PP1310
 PP1310'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1310'IN MENDOTA HEIGHTS.
 PP1310'THE MARK IS LOCATED 0.55 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM THE
 PP1310'JUNCTION OF TRUNK HIGHWAYS 13 AND 55 AT MENDOTA HEIGHTS AND ABOUT ONE
 PP1310'MILE NORTH ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF INTERSTATE 494
 PP1310'AND TRUNK HIGHWAY 13 AT EAGAN.  IT IS 96.5 FEET WEST OF AND ABOUT 3
 PP1310'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 13 AND 74.3 FEET
 PP1310'WEST-NORTHWEST OF THE WEST END OF A 24-INCH CORRUGATED METAL CULVERT
 PP1310'UNDER TRUNK HIGHWAY 13.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 PP1310'VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO A DRILL HOLE IN THE
 PP1310'SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE SOUTHWEST LEG OF A STEEL
 PP1310'TOWER FOR AN EAST-WEST POWER LINE.  SE 1/4 SECTION 28, T 28N, R 23W.
 PP1310
 PP1310                          STATION RECOVERY (2004)
 PP1310
 PP1310'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1310'MARK NOT FOUND, USPSQD, JRD
 PP1310
 PP1310                          STATION RECOVERY (2007)
 PP1310
 PP1310'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1310'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF INVER
 PP1310'GROVE HEIGHTS, 6.6 MI (10.6 KM) EAST-NORTHEAST OF BLOOMINGTON AND 6.2
 PP1310'MI (10.0 KM) SOUTHWEST OF SAINT PAUL.
 PP1310' 
 PP1310'TO REACH TO THE MARK IN MENDOTA HEIGHTS, GO 0.07 MI (0.1 KM) NORTH OF
 PP1310'THE JUNCTION OF TRUNK HIGHWAY 13 AND SIBLEY MEMORIAL HIGHWAY, 1.0 MI
 PP1310'(1.6 KM) NORTH OF INTERSTATE HIGHWAY 494, 96.5 FT (29.4 M) WEST OF
 PP1310'SIBLEY MEMORIAL HIGHWAY, 74.3 FT (22.6 M) WEST-NORTHWEST OF CULVERT,
 PP1310'IN SOUTHWEST CORNER OF SOUTHWEST LEG OF POWER LINE TOWER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1246 ***********************************************************************
 PP1246  DESIGNATION -  1901 E
 PP1246  PID         -  PP1246
 PP1246  STATE/COUNTY-  MN/DAKOTA
 PP1246  COUNTRY     -  US
 PP1246  USGS QUAD   -  ST PAUL SW (1993)
 PP1246
 PP1246                         *CURRENT SURVEY CONTROL
 PP1246  ______________________________________________________________________
 PP1246* NAD 83(1986) POSITION- 44 47 37.     (N) 093 14 21.     (W)   SCALED    
 PP1246* NAVD 88 ORTHO HEIGHT -   275.421  (meters)     903.61  (feet) ADJUSTED  
 PP1246  ______________________________________________________________________
 PP1246  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PP1246  DYNAMIC HEIGHT  -        275.411 (meters)      903.58  (feet) COMP
 PP1246  MODELED GRAVITY -    980,569.7   (mgal)                       NAVD 88
 PP1246
 PP1246  VERT ORDER      -  SECOND    CLASS 0
 PP1246
 PP1246.The horizontal coordinates were scaled from a topographic map and have
 PP1246.an estimated accuracy of +/- 6 seconds.
 PP1246.
 PP1246.The orthometric height was determined by differential leveling and
 PP1246.adjusted in June 1991.
 PP1246
 PP1246.The dynamic height is computed by dividing the NAVD 88
 PP1246.geopotential number by the normal gravity value computed on the
 PP1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1246.degrees latitude (g = 980.6199 gals.).
 PP1246
 PP1246.The modeled gravity was interpolated from observed gravity values.
 PP1246
 PP1246;                    North         East    Units  Estimated Accuracy
 PP1246;SPC MN S     -   299,570.      860,200.      MT  (+/- 180 meters Scaled)
 PP1246
 PP1246                          SUPERSEDED SURVEY CONTROL
 PP1246
 PP1246  NGVD 29 (??/??/92)  275.356  (m)          903.40   (f) ADJ UNCH    2 0
 PP1246
 PP1246.Superseded values are not recommended for survey control.
 PP1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1246.See file dsdata.txt to determine how the superseded data were derived.
 PP1246
 PP1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK810600(NAD 83)
 PP1246
 PP1246_MARKER: DD = SURVEY DISK
 PP1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1246_STAMPING: 1901E 1971
 PP1246_MARK LOGO: MNHD  
 PP1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1246+STABILITY: SURFACE MOTION
 PP1246
 PP1246  HISTORY     - Date     Condition        Report By
 PP1246  HISTORY     - 1971     MONUMENTED       MNDT
 PP1246  HISTORY     - 1972     GOOD             MNDT
 PP1246  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 PP1246  HISTORY     - 20061117 MARK NOT FOUND   MNDT
 PP1246
 PP1246                          STATION DESCRIPTION
 PP1246
 PP1246'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1246'IN BURNSVILLE.
 PP1246'2.7 MILES NORTHEAST ALONG T.H. 13 FROM THE JUNCTION OF T.H. 13 AND FAI
 PP1246'35W IN BURNSVILLE, 0.6 MILES NORTHEAST OF COUNTY ROAD 11, 66 FEET
 PP1246'SOUTHEAST OF THE CENTERLINE OF T.H. 13, 42 FEET NORTHEAST ALONG A POLE
 PP1246'LINE FROM THE ENTRANCE TO THE KENNELLY FARM, 30.6 FEET EAST OF THE
 PP1246'NORTHEAST END OF A METAL CULVERT UNDER THE ENTRANCE, 123 FEET
 PP1246'NORTHEAST OF A POWER POLE 10 FEET NORTHWEST OF THE NORTH END OF AN
 PP1246'ADVERTISING SIGN WHITAKER BUICK, 1 FOOT NORTH OF A STEEL WITNESS POST,
 PP1246'IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP1246'GROUND.  CORNER OF S.W.1/4, SEC 25, T 27N, R 24W.
 PP1246
 PP1246                          STATION RECOVERY (2004)
 PP1246
 PP1246'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1246'MARK NOT FOUND. SPSPS JRD
 PP1246
 PP1246                          STATION RECOVERY (2006)
 PP1246
 PP1246'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1246'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1249 ***********************************************************************
 PP1249  DESIGNATION -  1901 G
 PP1249  PID         -  PP1249
 PP1249  STATE/COUNTY-  MN/DAKOTA
 PP1249  COUNTRY     -  US
 PP1249  USGS QUAD   -  ST PAUL SW (1993)
 PP1249
 PP1249                         *CURRENT SURVEY CONTROL
 PP1249  ______________________________________________________________________
 PP1249* NAD 83(1986) POSITION- 44 48 25.     (N) 093 13 34.     (W)   SCALED    
 PP1249* NAVD 88 ORTHO HEIGHT -   271.983  (meters)     892.33  (feet) ADJUSTED  
 PP1249  ______________________________________________________________________
 PP1249  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 PP1249  DYNAMIC HEIGHT  -        271.972 (meters)      892.29  (feet) COMP
 PP1249  MODELED GRAVITY -    980,570.2   (mgal)                       NAVD 88
 PP1249
 PP1249  VERT ORDER      -  SECOND    CLASS 0
 PP1249
 PP1249.The horizontal coordinates were scaled from a topographic map and have
 PP1249.an estimated accuracy of +/- 6 seconds.
 PP1249.
 PP1249.The orthometric height was determined by differential leveling and
 PP1249.adjusted in June 1991.
 PP1249
 PP1249.The dynamic height is computed by dividing the NAVD 88
 PP1249.geopotential number by the normal gravity value computed on the
 PP1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1249.degrees latitude (g = 980.6199 gals.).
 PP1249
 PP1249.The modeled gravity was interpolated from observed gravity values.
 PP1249
 PP1249;                    North         East    Units  Estimated Accuracy
 PP1249;SPC MN S     -   301,060.      861,220.      MT  (+/- 180 meters Scaled)
 PP1249
 PP1249                          SUPERSEDED SURVEY CONTROL
 PP1249
 PP1249  NGVD 29 (??/??/92)  271.922  (m)          892.13   (f) ADJ UNCH    2 0
 PP1249
 PP1249.Superseded values are not recommended for survey control.
 PP1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1249.See file dsdata.txt to determine how the superseded data were derived.
 PP1249
 PP1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK821615(NAD 83)
 PP1249
 PP1249_MARKER: DD = SURVEY DISK
 PP1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1249_STAMPING: 1901-G 1971
 PP1249_MARK LOGO: MNHD  
 PP1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1249+STABILITY: SURFACE MOTION
 PP1249
 PP1249  HISTORY     - Date     Condition        Report By
 PP1249  HISTORY     - 1971     MONUMENTED       MNDT
 PP1249  HISTORY     - 20061117 MARK NOT FOUND   MNDT
 PP1249
 PP1249                          STATION DESCRIPTION
 PP1249
 PP1249'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1249'IN EGAN TOWNSHIP.
 PP1249'MARK IS LOCATED IN EGAN TOWNSHIP, 3.7 MILES NORTHEAST ALONG T.H. 13
 PP1249'FROM THE JUNCTION OF 35W IN BURNSVILLE, 0.6 MILES SOUTHWEST OF THE
 PP1249'JUNCTION OF T.H. 13 AND T.H. 36 (CEDAR AVENUE), 0.2 MILES NORTHEAST OF
 PP1249'COUNTY ROAD 8, 131 FEET NORTHEAST OF THE CENTERLINE OF THE ENTRANCE TO
 PP1249'SOUIX TRAIL FARM, 147 FEET NORTHWEST OF, AND ABOUT LEVEL WITH T.H. 13
 PP1249'CENTERLINE, 114 FEET NORTHEAST OF A POWER POLE, 29.6 FEET SOUTHWEST OF
 PP1249'A POWER POLE, 1 FOOT SOUTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1249'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW1/4 SECTION
 PP1249'19, T 27N, R 23W.
 PP1249
 PP1249                          STATION RECOVERY (2006)
 PP1249
 PP1249'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1249'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1362 ***********************************************************************
 PP1362  DESIGNATION -  1901 H 1
 PP1362  PID         -  PP1362
 PP1362  STATE/COUNTY-  MN/SCOTT
 PP1362  COUNTRY     -  US
 PP1362  USGS QUAD   -  BLOOMINGTON (1997)
 PP1362
 PP1362                         *CURRENT SURVEY CONTROL
 PP1362  ______________________________________________________________________
 PP1362* NAD 83(2007) POSITION- 44 46 42.46169(N) 093 19 56.36570(W)   ADJUSTED  
 PP1362* NAD 83(2007) ELLIP HT-   192.965 (meters)        (02/10/07)   ADJUSTED
 PP1362* NAD 83(2007) EPOCH   -  2002.00
 PP1362* NAVD 88 ORTHO HEIGHT -   220.074  (meters)     722.03  (feet) ADJUSTED  
 PP1362  ______________________________________________________________________
 PP1362  NAD 83(2007) X  -   -263,613.002 (meters)                     COMP
 PP1362  NAD 83(2007) Y  - -4,527,434.723 (meters)                     COMP
 PP1362  NAD 83(2007) Z  -  4,470,042.114 (meters)                     COMP
 PP1362  LAPLACE CORR    -         -5.23  (seconds)                    DEFLEC09
 PP1362  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1362  DYNAMIC HEIGHT  -        220.068 (meters)      722.01  (feet) COMP
 PP1362  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1362
 PP1362  VERT ORDER      -  SECOND    CLASS 0
 PP1362
 PP1362  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1362  Type                                         Horiz  Ellip  Dist(km)
 PP1362  -------------------------------------------------------------------
 PP1362  NETWORK                                       0.68   1.10
 PP1362  -------------------------------------------------------------------
 PP1362  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.74   1.22      6.64
 PP1362  -------------------------------------------------------------------
 PP1362  NOTE: Click here for information on individual local accuracy
 PP1362  values and other accuracy information.
 PP1362
 PP1362
 PP1362.The horizontal coordinates were established by GPS observations
 PP1362.and adjusted by the National Geodetic Survey in February 2007.
 PP1362
 PP1362.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1362.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1362
 PP1362.The horizontal coordinates are valid at the epoch date displayed above
 PP1362.which is a decimal equivalence of Year/Month/Day.
 PP1362
 PP1362.The orthometric height was determined by differential leveling and
 PP1362.adjusted in June 1991.
 PP1362
 PP1362.Photographs are available for this station.
 PP1362
 PP1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1362
 PP1362.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1362
 PP1362.The ellipsoidal height was determined by GPS observations
 PP1362.and is referenced to NAD 83.
 PP1362
 PP1362.The dynamic height is computed by dividing the NAVD 88
 PP1362.geopotential number by the normal gravity value computed on the
 PP1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1362.degrees latitude (g = 980.6199 gals.).
 PP1362
 PP1362.The modeled gravity was interpolated from observed gravity values.
 PP1362
 PP1362. The following values were computed from the NAD 83(2007) position.
 PP1362
 PP1362;                    North         East     Units Scale Factor Converg.
 PP1362;SPC MN S     -   297,824.448   852,842.536   MT  0.99993370   +0 28 04.8
 PP1362;SPC MN S     -   977,112.38  2,798,034.22   sFT  0.99993370   +0 28 04.8
 PP1362;UTM  15      - 4,958,394.478   473,707.063   MT  0.99960850   -0 14 02.7
 PP1362
 PP1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1362!SPC MN S     -   0.99996975  x   0.99993370  =   0.99990345
 PP1362!UTM  15      -   0.99996975  x   0.99960850  =   0.99957826
 PP1362
 PP1362                          SUPERSEDED SURVEY CONTROL
 PP1362
 PP1362  NAD 83(1996)-  44 46 42.46124(N)    093 19 56.36519(W) AD(       ) 1
 PP1362  ELLIP H (08/22/03)  193.021  (m)                       GP(       ) 4 1
 PP1362  NAVD 88 (08/22/03)  220.07   (m)          722.0    (f) LEVELING    3  
 PP1362  NGVD 29 (??/??/92)  220.013  (m)          721.83   (f) ADJ UNCH    2 0
 PP1362
 PP1362.Superseded values are not recommended for survey control.
 PP1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1362.See file dsdata.txt to determine how the superseded data were derived.
 PP1362
 PP1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7370758394(NAD 83)
 PP1362
 PP1362_MARKER: DD = SURVEY DISK
 PP1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1362_STAMPING: 1901 H 1 1971
 PP1362_MARK LOGO: MNHD  
 PP1362_PROJECTION: RECESSED 20 CENTIMETERS
 PP1362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1362+STABILITY: SURFACE MOTION
 PP1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1362+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 PP1362
 PP1362  HISTORY     - Date     Condition        Report By
 PP1362  HISTORY     - 1971     MONUMENTED       MNHD
 PP1362  HISTORY     - 1972     GOOD             MNDT
 PP1362  HISTORY     - 1980     GOOD             MNDT
 PP1362  HISTORY     - 1990     GOOD             USPSQD
 PP1362  HISTORY     - 20020904 GOOD             MNDT
 PP1362  HISTORY     - 20071030 GOOD             MNDT
 PP1362  HISTORY     - 20080604 GOOD             MNDT
 PP1362
 PP1362                          STATION DESCRIPTION
 PP1362
 PP1362'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1362'0.35 MI E FROM SAVAGE.
 PP1362'MARK IS LOCATED 0.35 MILES EAST ALONG T.H. 13 FROM THE JUNCTION OF
 PP1362'T.H. 13 AND VINE STREET (MUNICIPAL LIQUOR STORE) IN SAVAGE, 110 FEET
 PP1362'SOUTH OF AND 1 FOOT LOWER THAN THE EAST BOUND T.H. 13 CENTERLINE, 44
 PP1362'FEET SOUTH OF THE CENTER OF THE SOUTH SERVICE ROAD, 1 FOOT NORTH OF A
 PP1362'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1362'WITH THE GROUND.  SW 1/4 SECTION 31, T 27N, R 24W.
 PP1362
 PP1362                          STATION RECOVERY (1980)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1362'THE MARK WAS RECOVERED IN GOOD CONDITION 0.35 MILE EAST ALONG TRUNK
 PP1362'HIGHWAY 13 FROM ITS JUNCTION WITH OTTOWA AVENUE IN SAVAGE OR 2.35
 PP1362'MILES WEST ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH INTERSTATE
 PP1362'35W.  THE MARK IS 0.45 MILE WEST OF A POWER TRANSMISSION LINE
 PP1362'CROSSING, 110 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT
 PP1362'MILEPOINT 95.2, 44 FEET SOUTH OF THE CENTER OF THE SOUTH FRONTAGE
 PP1362'ROAD, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1362'STANDARD MNDT BENCH MARK DISK STAMPED---1901 H 1 1971---, IS SET IN
 PP1362'THE TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST CONCRETE MONUMENT THAT
 PP1362'IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP1362
 PP1362                          STATION RECOVERY (1990)
 PP1362
 PP1362'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP1362'RECOVERED IN GOOD CONDITION.
 PP1362
 PP1362                          STATION RECOVERY (2002)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 PP1362'THE MARK WAS RECOVERED IN SAVAGE, 0.35 MI (0.56 KM) EAST OF JCT OF TH
 PP1362'13 AND LYNN AVE IN SAVAGE, AT TH 13 MP 93.3, 0.45 MI (0.72 KM) WEST OF
 PP1362'POWERLINE CROSSING, 110 FT (33.5 M) SOUTH OF TH 13, 21.8 FT (6.6 M)
 PP1362'SOUTH OF FRONTAGE RD, 1.0 FT (0.3 M) NORTH OF WIT POST, RECESSED 0.8
 PP1362'FT, (24.4 CM) MAGNETIC.
 PP1362
 PP1362                          STATION RECOVERY (2007)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DMW)
 PP1362'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1362'THE MARK IS IN SAVAGE, 0.35 MILE (0.56 KM) EAST OF JUNCTION OF TRUNK
 PP1362'HIGHWAY 13 AND LYNN AVENUE IN SAVAGE, AT TRUNK HIGHWAY 13 MILEPOINT
 PP1362'93.3, 0.45 MILE (0.72 KM) WEST OF POWERLINE CROSSING, 110 FEET (33.5
 PP1362'M) SOUTH OF TRUNK HIGHWAY 13, 58 FEET (17.7 M) EAST OF ENTRANCE TO
 PP1362'ASIAN MARKET, 21.8 FEET (6.6 M) SOUTH OF FRONTAGE ROAD, 1.0 FOOT (0.3
 PP1362'M) NORTH OF WITNESS POST.
 PP1362
 PP1362                          STATION RECOVERY (2008)
 PP1362
 PP1362'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1362'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF EDEN
 PP1362'PRAIRIE, 6.3 MI (10.1 KM) NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4 KM)
 PP1362'SOUTH-SOUTHWEST OF BLOOMINGTON.
 PP1362' 
 PP1362'TO REACH TO THE MARK GO 0.35 MI (0.6 KM) EAST OF THE JUNCTION OF TRUNK
 PP1362'HIGHWAY 13 AND LYNN AVENUE IN SAVAGE, AT TRUNK HIGHWAY 13 MILE POINT
 PP1362'93.3, 0.45 MI (0.7 KM) WEST OF POWER LINE CROSSING, 110 FT (33.5 M)
 PP1362'SOUTH OF TRUNK HIGHWAY 13, 58 FT (17.7 M) EAST OF ENTRANCE TO ASIAN
 PP1362'MARKET, 21.8 FT (6.6 M) SOUTH OF FRONTAGE ROAD, 1.0 FT (0.3 M) NORTH
 PP1362'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1363 ***********************************************************************
 PP1363  DESIGNATION -  1901 I
 PP1363  PID         -  PP1363
 PP1363  STATE/COUNTY-  MN/DAKOTA
 PP1363  COUNTRY     -  US
 PP1363  USGS QUAD   -  BLOOMINGTON (1997)
 PP1363
 PP1363                         *CURRENT SURVEY CONTROL
 PP1363  ______________________________________________________________________
 PP1363* NAD 83(1986) POSITION- 44 46 37.87   (N) 093 19 21.08   (W)   HD_HELD1  
 PP1363* NAVD 88 ORTHO HEIGHT -   222.096  (meters)     728.66  (feet) ADJUSTED  
 PP1363  ______________________________________________________________________
 PP1363  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1363  DYNAMIC HEIGHT  -        222.090 (meters)      728.64  (feet) COMP
 PP1363  MODELED GRAVITY -    980,582.3   (mgal)                       NAVD 88
 PP1363
 PP1363  VERT ORDER      -  SECOND    CLASS 0
 PP1363
 PP1363.The horizontal coordinates were established by differentially corrected
 PP1363.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1363.
 PP1363.The orthometric height was determined by differential leveling and
 PP1363.adjusted in June 1991.
 PP1363
 PP1363.Photographs are available for this station.
 PP1363
 PP1363.The dynamic height is computed by dividing the NAVD 88
 PP1363.geopotential number by the normal gravity value computed on the
 PP1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1363.degrees latitude (g = 980.6199 gals.).
 PP1363
 PP1363.The modeled gravity was interpolated from observed gravity values.
 PP1363
 PP1363;                    North         East    Units  Estimated Accuracy
 PP1363;SPC MN S     -   297,689.1     853,619.4     MT  (+/- 3 meters HH1 GPS) 
 PP1363
 PP1363                          SUPERSEDED SURVEY CONTROL
 PP1363
 PP1363  NGVD 29 (??/??/92)  222.034  (m)          728.46   (f) ADJ UNCH    2 0
 PP1363
 PP1363.Superseded values are not recommended for survey control.
 PP1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1363.See file dsdata.txt to determine how the superseded data were derived.
 PP1363
 PP1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7448158249(NAD 83)
 PP1363
 PP1363_MARKER: DB = BENCH MARK DISK
 PP1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1363_STAMPING: 1901 I 1971
 PP1363_MARK LOGO: MNHD  
 PP1363_PROJECTION: FLUSH
 PP1363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1363+STABILITY: SURFACE MOTION
 PP1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1363+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP1363
 PP1363  HISTORY     - Date     Condition        Report By
 PP1363  HISTORY     - 1971     MONUMENTED       MNHD
 PP1363  HISTORY     - 1972     GOOD             MNDT
 PP1363  HISTORY     - 1980     GOOD             MNDT
 PP1363  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1363  HISTORY     - 20000905 GOOD             USPSQD
 PP1363  HISTORY     - 20070619 GOOD             MNDT
 PP1363
 PP1363                          STATION DESCRIPTION
 PP1363
 PP1363'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1363'1.75 MI W FROM IN BURNSVILLE.
 PP1363'MARK IS LOCATED 1.75 MILES WEST ALONG TH 13 FROM THE JUNCTION OF TH 13
 PP1363'AND FAI 35W IN BURNSVILLE, 0.1 MILE EAST OF A T ROAD NORTH, 118 FEET
 PP1363'NORTH OF AND 1 FOOT LOWER THAN THE CENTERLINE OF WESTBOUND TH 13, 118
 PP1363'FEET WEST OF A POWER POLE, 98 FEET EAST OF A POWER POLE, 53 FEET NORTH
 PP1363'OF THE CENTERLINE OF THE NORTH SERVICE ROAD, 3 FEET SOUTHWEST OF A
 PP1363'STEEL WITNESS POST (ALSO RIGHT OF WAY), IN A 6 FOOT PRECAST CONCRETE
 PP1363'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 32, T 27N, R 24W.
 PP1363'NOTE-- THIS MARK IS ALSO 0.95 MILES EAST ALONG TH 13 FROM THE JUNCTION
 PP1363'OF TH 13 AND VINE STREET IN SAVAGE, SCOTT COUNTY. SW 1/4 SECTION 32, T
 PP1363'27N, R 24W.
 PP1363
 PP1363                          STATION RECOVERY (1980)
 PP1363
 PP1363'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1363'THE MARK WAS RECOVERED IN GOOD CONDITION 1.75 MILES WEST ALONG TRUNK
 PP1363'HIGHWAY 13 FROM ITS JUNCTION WITH INTERSTATE 35W, IN THE SW 1/4 OF
 PP1363'SECTION 32, T27N, R24W.  THE MARK IS 118 FEET NORTH OF THE CENTERLINE
 PP1363'OF TRUNK HIGHWAY 13 AT MILEPOINT 95.7, 118 FEET EAST OF BEARD AVENUE,
 PP1363'53 FEET NORTH OF THE CENTERLINE OF THE NORTH FRONTAGE ROAD, 118 FEET
 PP1363'WEST OF A POWER POLE, 98 FEET EAST OF A POWER POLE, AND 3 FEET
 PP1363'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 PP1363'MARK DISK STAMPED---1901 I 1971---, IS SET IN THE TOP OF A ROUND 6
 PP1363'FOOT LONG MAGNETIC PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 PP1363'SURFACE OF THE GROUND.
 PP1363
 PP1363                          STATION RECOVERY (1990)
 PP1363
 PP1363'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP1363'MARK NOT FOUND.
 PP1363
 PP1363                          STATION RECOVERY (2000)
 PP1363
 PP1363'RECOVERY NOTE BY US POWER SQUADRON 2000 (BC)
 PP1363'RECOVERED IN GOOD CONDITION.
 PP1363
 PP1363                          STATION RECOVERY (2007)
 PP1363
 PP1363'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1363'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF EDEN PRAIRIE,
 PP1363'6.6 MI (10.6 KM) NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4 KM)
 PP1363'SOUTH-SOUTHWEST OF BLOOMINGTON.
 PP1363' 
 PP1363'TO REACH TO THE MARK IN BURNSVILLE, AT TRUNK HIGHWAY 13 MILE POINT
 PP1363'95.7, GO 1.75 MI (2.8 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 PP1363'INTERSTATE HIGHWAY 35W, 118 FT (36.0 M) NORTH OF TRUNK HIGHWAY 13, 118
 PP1363'FT (36.0 M) EAST OF BEARD AVENUE, 53 FT (16.2 M) NORTH OF NORTH
 PP1363'FRONTAGE ROAD, 118 FT (36.0 M) WEST OF POWER POLE, 98 FT (29.9 M) EAST
 PP1363'OF POWER POLE, 3.0 FT (0.9 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1364 ***********************************************************************
 PP1364  DESIGNATION -  1901 J
 PP1364  PID         -  PP1364
 PP1364  STATE/COUNTY-  MN/DAKOTA
 PP1364  COUNTRY     -  US
 PP1364  USGS QUAD   -  BLOOMINGTON (1997)
 PP1364
 PP1364                         *CURRENT SURVEY CONTROL
 PP1364  ______________________________________________________________________
 PP1364* NAD 83(1986) POSITION- 44 46 30.     (N) 093 18 47.     (W)   SCALED    
 PP1364* NAVD 88 ORTHO HEIGHT -   222.696  (meters)     730.63  (feet) ADJUSTED  
 PP1364  ______________________________________________________________________
 PP1364  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1364  DYNAMIC HEIGHT  -        222.690 (meters)      730.61  (feet) COMP
 PP1364  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 PP1364
 PP1364  VERT ORDER      -  SECOND    CLASS 0
 PP1364
 PP1364.The horizontal coordinates were scaled from a topographic map and have
 PP1364.an estimated accuracy of +/- 6 seconds.
 PP1364.
 PP1364.The orthometric height was determined by differential leveling and
 PP1364.adjusted in September 1997.
 PP1364
 PP1364.The dynamic height is computed by dividing the NAVD 88
 PP1364.geopotential number by the normal gravity value computed on the
 PP1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1364.degrees latitude (g = 980.6199 gals.).
 PP1364
 PP1364.The modeled gravity was interpolated from observed gravity values.
 PP1364
 PP1364;                    North         East    Units  Estimated Accuracy
 PP1364;SPC MN S     -   297,450.      854,370.      MT  (+/- 180 meters Scaled)
 PP1364
 PP1364                          SUPERSEDED SURVEY CONTROL
 PP1364
 PP1364  NAVD 88 (06/15/91)  222.629  (m)          730.41   (f) SUPERSEDED  2 0
 PP1364  NGVD 29 (??/??/92)  222.566  (m)          730.20   (f) ADJ UNCH    2 0
 PP1364
 PP1364.Superseded values are not recommended for survey control.
 PP1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1364.See file dsdata.txt to determine how the superseded data were derived.
 PP1364
 PP1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK752580(NAD 83)
 PP1364
 PP1364_MARKER: DD = SURVEY DISK
 PP1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1364_STAMPING: 1901 J 1971
 PP1364_MARK LOGO: MNHD  
 PP1364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1364+STABILITY: SURFACE MOTION
 PP1364
 PP1364  HISTORY     - Date     Condition        Report By
 PP1364  HISTORY     - 1971     MONUMENTED       MNDT
 PP1364  HISTORY     - 1972     GOOD             MNDT
 PP1364  HISTORY     - 1980     GOOD             MNDT
 PP1364  HISTORY     - 20061027 MARK NOT FOUND   MNDT
 PP1364
 PP1364                          STATION DESCRIPTION
 PP1364
 PP1364'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1364'1.25 MI W FROM BURNSVILLE.
 PP1364'MARK IS LOCATED 1.25 MILES WEST ALONG TH 13 FROM THE JUNCTION OF TH 13
 PP1364'AND FAI 35W IN BURNSVILLE, 0.15 MILES WEST OF A POWER LINE CROSSING
 PP1364'(EAST-WEST), 115 FEET NORTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF
 PP1364'WESTBOUND TH 13, 50 FEET NORTH OF THE CENTERLINE OF THE NORTH SERVICE
 PP1364'ROAD, 7 FEET WEST OF A POWER POLE, 1 FOOT SOUTH OF A STEEL WITNESS
 PP1364'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 2 INCHES BELOW
 PP1364'GROUND.  NW 1/4 SECTION 14, T 115N, R 21W.
 PP1364
 PP1364                          STATION RECOVERY (1980)
 PP1364
 PP1364'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1364'THE MARK WAS RECOVERED IN GOOD CONDITION 1.25 MILES WEST ALONG TRUNK
 PP1364'HIGHWAY 13 FROM ITS JUNCTION WITH INTERSTATE 35W, IN THE NW 1/4 OF
 PP1364'SECTION 14, T115N, R21W.  THE MARK IS 0.15 MILE WEST OF A POWER
 PP1364'TRANSMISSION LINE CROSSING, 115 FEET NORTH OF THE CENTERLINE OF TRUNK
 PP1364'HIGHWAY 13 AT MILEPOINT 96.25, 50 FEET NORTH OF THE NORTH FRONTAGE
 PP1364'ROAD, 400 FEET SOUTHWEST OF THE OUR OWN HARDWARE GENERAL OFFICES, 7
 PP1364'FEET WEST OF A POWER POLE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 PP1364'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1901 J 1971---, IS
 PP1364'SET IN THE TOP OF A ROUND 6 FOOT LONG MAGNETIC PRECAST CONCRETE
 PP1364'MONUMENT THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 PP1364
 PP1364                          STATION RECOVERY (2006)
 PP1364
 PP1364'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1364'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3398 ***********************************************************************
 PP3398  DESIGNATION -  1903 A
 PP3398  PID         -  PP3398
 PP3398  STATE/COUNTY-  MN/DAKOTA
 PP3398  COUNTRY     -  US
 PP3398  USGS QUAD   -  MIESVILLE (1974)
 PP3398
 PP3398                         *CURRENT SURVEY CONTROL
 PP3398  ______________________________________________________________________
 PP3398* NAD 83(1986) POSITION- 44 34 19.     (N) 092 52 23.     (W)   SCALED    
 PP3398* NAVD 88 ORTHO HEIGHT -   266.594  (meters)     874.65  (feet) ADJUSTED  
 PP3398  ______________________________________________________________________
 PP3398  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 PP3398  DYNAMIC HEIGHT  -        266.556 (meters)      874.53  (feet) COMP
 PP3398  MODELED GRAVITY -    980,468.7   (mgal)                       NAVD 88
 PP3398
 PP3398  VERT ORDER      -  SECOND    CLASS I
 PP3398
 PP3398.The horizontal coordinates were scaled from a topographic map and have
 PP3398.an estimated accuracy of +/- 6 seconds.
 PP3398.
 PP3398.The orthometric height was determined by differential leveling and
 PP3398.adjusted in June 1995.
 PP3398
 PP3398.The dynamic height is computed by dividing the NAVD 88
 PP3398.geopotential number by the normal gravity value computed on the
 PP3398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3398.degrees latitude (g = 980.6199 gals.).
 PP3398
 PP3398.The modeled gravity was interpolated from observed gravity values.
 PP3398
 PP3398;                    North         East    Units  Estimated Accuracy
 PP3398;SPC MN S     -   275,280.      889,510.      MT  (+/- 180 meters Scaled)
 PP3398
 PP3398                          SUPERSEDED SURVEY CONTROL
 PP3398
 PP3398.No superseded survey control is available for this station.
 PP3398
 PP3398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK100354(NAD 83)
 PP3398
 PP3398_MARKER: DV = VERTICAL CONTROL DISK
 PP3398_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3398+WITH SETTING: INFORMATION.
 PP3398_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3398_STAMPING: 1903 A 1988
 PP3398_MARK LOGO: MNDT  
 PP3398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3398
 PP3398  HISTORY     - Date     Condition        Report By
 PP3398  HISTORY     - 1988     MONUMENTED       MNDT
 PP3398  HISTORY     - 20010331 GOOD             NGS
 PP3398  HISTORY     - 20061113 MARK NOT FOUND   MNDT
 PP3398
 PP3398                          STATION DESCRIPTION
 PP3398
 PP3398'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3398'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHWEST OF THE CITY OF
 PP3398'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3398'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3398'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3398'HIGHWAY 20, THENCE 2.15 MI (3.46 KM) SOUTH-SOUTHWEST ALONG HIGHWAY
 PP3398'20, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF HIGHWAY 20 AND
 PP3398'260TH STREET AND IN THE NW 1/4 OF SECTION 28, T113N, R17W.  THE MARK
 PP3398'IS 68.0 FT (20.7 M) EAST-SOUTHEAST OF AND ABOUT 6 FT (1.8 M) LOWER
 PP3398'THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 5.3, 31.0 FT (9.4 M)
 PP3398'SOUTH OF THE CENTER OF 260TH STREET, 4.0 FT (1.2 M) NORTH OF A POWER
 PP3398'POLE AND 1.0 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3398'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3398'STAMPED---1903 A 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3398'DIAMETER BY 8 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3398'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3398
 PP3398                          STATION RECOVERY (2001)
 PP3398
 PP3398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3398'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3398
 PP3398                          STATION RECOVERY (2006)
 PP3398
 PP3398'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3398'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3399 ***********************************************************************
 PP3399  DESIGNATION -  1903 B
 PP3399  PID         -  PP3399
 PP3399  STATE/COUNTY-  MN/DAKOTA
 PP3399  COUNTRY     -  US
 PP3399  USGS QUAD   -  MIESVILLE (1974)
 PP3399
 PP3399                         *CURRENT SURVEY CONTROL
 PP3399  ______________________________________________________________________
 PP3399* NAD 83(1986) POSITION- 44 34 45.96   (N) 092 52 14.52   (W)   HD_HELD1  
 PP3399* NAVD 88 ORTHO HEIGHT -   268.582  (meters)     881.17  (feet) ADJUSTED  
 PP3399  ______________________________________________________________________
 PP3399  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 PP3399  DYNAMIC HEIGHT  -        268.544 (meters)      881.05  (feet) COMP
 PP3399  MODELED GRAVITY -    980,469.5   (mgal)                       NAVD 88
 PP3399
 PP3399  VERT ORDER      -  SECOND    CLASS I
 PP3399
 PP3399.The horizontal coordinates were established by differentially corrected
 PP3399.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3399.
 PP3399.The orthometric height was determined by differential leveling and
 PP3399.adjusted in June 1995.
 PP3399
 PP3399.Photographs are available for this station.
 PP3399
 PP3399.The dynamic height is computed by dividing the NAVD 88
 PP3399.geopotential number by the normal gravity value computed on the
 PP3399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3399.degrees latitude (g = 980.6199 gals.).
 PP3399
 PP3399.The modeled gravity was interpolated from observed gravity values.
 PP3399
 PP3399;                    North         East    Units  Estimated Accuracy
 PP3399;SPC MN S     -   276,112.6     889,680.9     MT  (+/- 3 meters HH1 GPS) 
 PP3399
 PP3399                          SUPERSEDED SURVEY CONTROL
 PP3399
 PP3399.No superseded survey control is available for this station.
 PP3399
 PP3399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1026536240(NAD 83)
 PP3399
 PP3399_MARKER: DV = VERTICAL CONTROL DISK
 PP3399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3399_SP_SET: ALUMINUM ALLOY ROD
 PP3399_STAMPING: 1903 B 1988
 PP3399_MARK LOGO: MNDT  
 PP3399_PROJECTION: FLUSH
 PP3399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3399+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP3399_ROD/PIPE-DEPTH:  6.1 meters
 PP3399
 PP3399  HISTORY     - Date     Condition        Report By
 PP3399  HISTORY     - 1988     MONUMENTED       MNDT
 PP3399  HISTORY     - 20010331 GOOD             NGS
 PP3399  HISTORY     - 20070709 GOOD             MNDT
 PP3399
 PP3399                          STATION DESCRIPTION
 PP3399
 PP3399'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3399'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF THE CITY OF
 PP3399'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3399'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3399'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3399'HIGHWAY 20, THENCE SOUTH-SOUTHWEST ALONG HIGHWAY 20 FOR 1.65 MI
 PP3399'(2.66 KM) AND IN THE SOUTHEAST 1/4 OF SECTION 21, T113N, R17W.  THE
 PP3399'MARK IS 88 FT (26.8 M) WEST-NORTHWEST OF AND ABOUT 1 FT (0.3 M) LOWER
 PP3399'THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 5.8, 45.8 FT
 PP3399'(14.0 M) WEST OF POWER POLE NUMBER 498, 0.5 FT (0.2 M) NORTH OF AN
 PP3399'EAST-WEST FENCE LINE AND 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST.
 PP3399'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3399'MONUMENT DISK STAMPED---1903 B 1988---, IS FASTENED TO THE TOP OF A
 PP3399'DRIVEN 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND IS
 PP3399'FLUSH WITH THE SURFACE OF THE GROUND.
 PP3399
 PP3399                          STATION RECOVERY (2001)
 PP3399
 PP3399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3399
 PP3399                          STATION RECOVERY (2007)
 PP3399
 PP3399'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3399'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF WELCH, 5.3 MI (8.5
 PP3399'KM) NORTH-NORTHEAST OF CANNON FALLS AND 3.2 MI (5.1 KM) WEST-SOUTHWEST
 PP3399'OF MIESVILLE.
 PP3399' 
 PP3399'TO REACH TO THE MARK GO 1.65 MI (2.7 KM) SOUTHWEST OF THE JUNCTION OF
 PP3399'TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 20 MILE POINT
 PP3399'5.8, 88.0 FT (26.8 M) WEST-NORTHWEST OF TRUNK HIGHWAY 20, 45.8 FT
 PP3399'(14.0 M) WEST OF POWER POLE WITH ANCHOR, 1.0 FT (0.3 M) EAST OF A
 PP3399'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3400 ***********************************************************************
 PP3400  DESIGNATION -  1903 C
 PP3400  PID         -  PP3400
 PP3400  STATE/COUNTY-  MN/DAKOTA
 PP3400  COUNTRY     -  US
 PP3400  USGS QUAD   -  MIESVILLE (1974)
 PP3400
 PP3400                         *CURRENT SURVEY CONTROL
 PP3400  ______________________________________________________________________
 PP3400* NAD 83(1986) POSITION- 44 35 27.81   (N) 092 51 49.16   (W)   HD_HELD1  
 PP3400* NAVD 88 ORTHO HEIGHT -   284.620  (meters)     933.79  (feet) ADJUSTED  
 PP3400  ______________________________________________________________________
 PP3400  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 PP3400  DYNAMIC HEIGHT  -        284.580 (meters)      933.66  (feet) COMP
 PP3400  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 PP3400
 PP3400  VERT ORDER      -  SECOND    CLASS I
 PP3400
 PP3400.The horizontal coordinates were established by differentially corrected
 PP3400.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3400.
 PP3400.The orthometric height was determined by differential leveling and
 PP3400.adjusted in June 1995.
 PP3400
 PP3400.Photographs are available for this station.
 PP3400
 PP3400.The dynamic height is computed by dividing the NAVD 88
 PP3400.geopotential number by the normal gravity value computed on the
 PP3400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3400.degrees latitude (g = 980.6199 gals.).
 PP3400
 PP3400.The modeled gravity was interpolated from observed gravity values.
 PP3400
 PP3400;                    North         East    Units  Estimated Accuracy
 PP3400;SPC MN S     -   277,412.0     890,222.4     MT  (+/- 3 meters HH1 GPS) 
 PP3400
 PP3400                          SUPERSEDED SURVEY CONTROL
 PP3400
 PP3400.No superseded survey control is available for this station.
 PP3400
 PP3400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1082237532(NAD 83)
 PP3400
 PP3400_MARKER: DV = VERTICAL CONTROL DISK
 PP3400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3400_SP_SET: ALUMINUM ALLOY ROD
 PP3400_STAMPING: 1903 C 1988
 PP3400_MARK LOGO: MNDT  
 PP3400_PROJECTION: FLUSH
 PP3400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3400+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP3400_ROD/PIPE-DEPTH:  4.0 meters
 PP3400
 PP3400  HISTORY     - Date     Condition        Report By
 PP3400  HISTORY     - 1988     MONUMENTED       MNDT
 PP3400  HISTORY     - 20010331 GOOD             NGS
 PP3400  HISTORY     - 20070709 GOOD             MNDT
 PP3400
 PP3400                          STATION DESCRIPTION
 PP3400
 PP3400'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3400'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF
 PP3400'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3400'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3400'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3400'HIGHWAY 20, THENCE 0.75 MI (1.21 KM) SOUTH-SOUTHWEST ALONG HIGHWAY
 PP3400'20, IN THE SOUTHWEST 1/4 OF SECTION 16, T113N, R17W.  THE MARK IS
 PP3400'49.0 FT (14.9 M) EAST-SOUTHEAST OF AND ABOUT 7.5 FT (2.3 M) LOWER
 PP3400'THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 6.7, 104.6 FT
 PP3400'(31.9 M) SOUTH-SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE AND
 PP3400'DRIVEWAY EAST, 4.5 FT (1.4 M) NORTH OF A POWER POLE AND 1.0 FT
 PP3400'(0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3400'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1903 C
 PP3400'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH BY 13 FOOT LONG
 PP3400'ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH THE
 PP3400'SURFACE OF THE GROUND.
 PP3400
 PP3400                          STATION RECOVERY (2001)
 PP3400
 PP3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3400
 PP3400                          STATION RECOVERY (2007)
 PP3400
 PP3400'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3400'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF WELCH,
 PP3400'6.1 MI (9.8 KM) NORTH-NORTHEAST OF CANNON FALLS AND 2.6 MI (4.2 KM)
 PP3400'WEST-SOUTHWEST OF MIESVILLE.
 PP3400' 
 PP3400'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) SOUTH-SOUTHWEST OF THE
 PP3400'JUNCTION OF TRUNK HIGHWAY 20 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 20
 PP3400'MILE POINT 6.7, 49.0 FT (14.9 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 20,
 PP3400'104.6 FT (31.9 M) SOUTH-SOUTHWEST OF ENTRANCE EAST, 4.5 FT (1.4 M)
 PP3400'NORTH OF POWER POLE WITH ANCHOR, 1.0 FT (0.3 M) WEST OF A WITNESS
 PP3400'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3341 ***********************************************************************
 PP3341  DESIGNATION -  1904 A
 PP3341  PID         -  PP3341
 PP3341  STATE/COUNTY-  MN/DAKOTA
 PP3341  COUNTRY     -  US
 PP3341  USGS QUAD   -  FARMINGTON (1993)
 PP3341
 PP3341                         *CURRENT SURVEY CONTROL
 PP3341  ______________________________________________________________________
 PP3341* NAD 83(1986) POSITION- 44 37 50.08   (N) 093 07 54.18   (W)   HD_HELD1  
 PP3341* NAVD 88 ORTHO HEIGHT -   274.627  (meters)     901.01  (feet) ADJUSTED  
 PP3341  ______________________________________________________________________
 PP3341  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 PP3341  DYNAMIC HEIGHT  -        274.598 (meters)      900.91  (feet) COMP
 PP3341  MODELED GRAVITY -    980,503.8   (mgal)                       NAVD 88
 PP3341
 PP3341  VERT ORDER      -  SECOND    CLASS I
 PP3341
 PP3341.The horizontal coordinates were established by differentially corrected
 PP3341.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3341.
 PP3341.The orthometric height was determined by differential leveling and
 PP3341.adjusted in June 1995.
 PP3341
 PP3341.Photographs are available for this station.
 PP3341
 PP3341.The dynamic height is computed by dividing the NAVD 88
 PP3341.geopotential number by the normal gravity value computed on the
 PP3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3341.degrees latitude (g = 980.6199 gals.).
 PP3341
 PP3341.The modeled gravity was interpolated from observed gravity values.
 PP3341
 PP3341;                    North         East    Units  Estimated Accuracy
 PP3341;SPC MN S     -   281,542.0     868,893.4     MT  (+/- 3 meters HH1 GPS) 
 PP3341
 PP3341                          SUPERSEDED SURVEY CONTROL
 PP3341
 PP3341.No superseded survey control is available for this station.
 PP3341
 PP3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8955241922(NAD 83)
 PP3341
 PP3341_MARKER: DB = BENCH MARK DISK
 PP3341_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP3341_SP_SET: CONCRETE POST
 PP3341_STAMPING: 1904 A 1985
 PP3341_MARK LOGO: MNDT  
 PP3341_PROJECTION: FLUSH
 PP3341_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP3341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3341+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3341
 PP3341  HISTORY     - Date     Condition        Report By
 PP3341  HISTORY     - 1985     MONUMENTED       MNDT
 PP3341  HISTORY     - 1985     GOOD             MNDT
 PP3341  HISTORY     - 19920121 GOOD             MNDT
 PP3341  HISTORY     - 20010331 GOOD             NGS
 PP3341  HISTORY     - 20061028 GOOD             USPSQD
 PP3341  HISTORY     - 20070702 GOOD             MNDT
 PP3341
 PP3341                          STATION DESCRIPTION
 PP3341
 PP3341'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3341'IN FARMINGTON.
 PP3341'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHWEST 1/4 OF
 PP3341'SECTION 5, T113N, R19W, 0.25 MILE EAST ALONG TRUNK HIGHWAY 50 FROM
 PP3341'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON AT HIGHWAY 50
 PP3341'MILEPOINT 10.95, 29.5 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP3341'LEVEL OF THE CENTERLINE OF HIGHWAY 50, 136.1 FEET EAST OF A CORNER
 PP3341'FENCE POST (CYCLONE FENCE), 67.0 FEET NORTHWEST OF A FLAGPOLE, 5.3
 PP3341'FEET WEST OF A POWER AND TELEPHONE POLE, AND 0.6 FOOT NORTH OF A
 PP3341'STEEL WITNESS POST.  THE MARK A STANDARD BRASS MNDT BENCH MARK DISK
 PP3341'SET IN 1975 AND STAMPED---1904 A 1985---IN 1985, IS SET IN THE TOP OF
 PP3341'A PRE-CAST CONCRETE POST AND FLUSH WITH THE GROUND.  THE MARK IS
 PP3341'MAGNETIC.
 PP3341
 PP3341                          STATION RECOVERY (1992)
 PP3341
 PP3341'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3341'RECOVERED AS DESCRIBED.
 PP3341
 PP3341                          STATION RECOVERY (2001)
 PP3341
 PP3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3341'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3341
 PP3341                          STATION RECOVERY (2006)
 PP3341
 PP3341'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3341'RECOVERED IN GOOD CONDITION.
 PP3341
 PP3341                          STATION RECOVERY (2007)
 PP3341
 PP3341'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3341'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF COATES, 6.1 MI
 PP3341'(9.8 KM) NORTH OF CASTLE ROCK AND 0.9 MI (1.4 KM) SOUTHEAST OF
 PP3341'FARMINGTON.
 PP3341' 
 PP3341'TO REACH TO THE MARK AT FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3341'10.95, 0.25 MI (0.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3341'TRUNK HIGHWAY 3, 29.5 FT (9.0 M) SOUTH OF TRUNK HIGHWAY 50, 136.1 FT
 PP3341'(41.5 M) EAST OF CORNER FENCE POST, 67.0 FT (20.4 M) NORTHWEST OF
 PP3341'FLAGPOLE, 5.0 FT (1.5 M) WEST POWER POLE WITH TWO ANCHORS, 0.6 FT (0.2
 PP3341'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3342 ***********************************************************************
 PP3342  DESIGNATION -  1904 B
 PP3342  PID         -  PP3342
 PP3342  STATE/COUNTY-  MN/DAKOTA
 PP3342  COUNTRY     -  US
 PP3342  USGS QUAD   -  COATES (1993)
 PP3342
 PP3342                         *CURRENT SURVEY CONTROL
 PP3342  ______________________________________________________________________
 PP3342* NAD 83(1986) POSITION- 44 37 49.     (N) 093 07 18.     (W)   SCALED    
 PP3342* NAVD 88 ORTHO HEIGHT -   272.797  (meters)     895.00  (feet) ADJUSTED  
 PP3342  ______________________________________________________________________
 PP3342  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PP3342  DYNAMIC HEIGHT  -        272.768 (meters)      894.91  (feet) COMP
 PP3342  MODELED GRAVITY -    980,503.4   (mgal)                       NAVD 88
 PP3342
 PP3342  VERT ORDER      -  SECOND    CLASS I
 PP3342
 PP3342.The horizontal coordinates were scaled from a topographic map and have
 PP3342.an estimated accuracy of +/- 6 seconds.
 PP3342.
 PP3342.The orthometric height was determined by differential leveling and
 PP3342.adjusted in June 1995.
 PP3342
 PP3342.Photographs are available for this station.
 PP3342
 PP3342.The dynamic height is computed by dividing the NAVD 88
 PP3342.geopotential number by the normal gravity value computed on the
 PP3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3342.degrees latitude (g = 980.6199 gals.).
 PP3342
 PP3342.The modeled gravity was interpolated from observed gravity values.
 PP3342
 PP3342;                    North         East    Units  Estimated Accuracy
 PP3342;SPC MN S     -   281,520.      869,690.      MT  (+/- 180 meters Scaled)
 PP3342
 PP3342                          SUPERSEDED SURVEY CONTROL
 PP3342
 PP3342.No superseded survey control is available for this station.
 PP3342
 PP3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK903418(NAD 83)
 PP3342
 PP3342_MARKER: DB = BENCH MARK DISK
 PP3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3342_SP_SET: CONCRETE POST
 PP3342_STAMPING: 1904 B 1985
 PP3342_MARK LOGO: MNDT  
 PP3342_PROJECTION: PROJECTING 20 CENTIMETERS
 PP3342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3342+STABILITY: SURFACE MOTION
 PP3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3342+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP3342
 PP3342  HISTORY     - Date     Condition        Report By
 PP3342  HISTORY     - 1985     MONUMENTED       MNDT
 PP3342  HISTORY     - 1985     GOOD             MNDT
 PP3342  HISTORY     - 20010331 GOOD             NGS
 PP3342  HISTORY     - 20061028 GOOD             USPSQD
 PP3342  HISTORY     - 20070702 POOR             MNDT
 PP3342
 PP3342                          STATION DESCRIPTION
 PP3342
 PP3342'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3342'0.2 MI EAST FROM FARMINGTON.
 PP3342'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NE 1/4 OF
 PP3342'SECTION 5, T113N, R19W, 0.8 MILE EAST ALONG TRUNK HIGHWAY 50 FROM ITS
 PP3342'JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON, 30.0 FEET SOUTH OF AND
 PP3342'ABOUT 3 FEET LOWER OF THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 11.5,
 PP3342'175 FEET EAST OF THE CENTER OF AN ENTRANCE, 4.6 FEET WEST NORTHWEST
 PP3342'OF A POWER AND TRANSFORMER POLE, AND 0.6 FEET NORTH OF A STEEL
 PP3342'WITNESS POST.  THE MARK, A STANDARD BRASS MNDT BENCH MARK DISK SET IN
 PP3342'1975 AND STAMPED---1904 B 1985---IN 1985, IS SET IN THE TOP OF A
 PP3342'PRE-CAST CONCRETE POST AND PROJECTS 0.3 FOOT ABOVE THE GROUND.  THE
 PP3342'MARK IS MAGNETIC.
 PP3342
 PP3342                          STATION RECOVERY (2001)
 PP3342
 PP3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3342
 PP3342                          STATION RECOVERY (2006)
 PP3342
 PP3342'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3342'RECOVERED IN GOOD CONDITION.
 PP3342
 PP3342                          STATION RECOVERY (2007)
 PP3342
 PP3342'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3342'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF COATES, 6.2 MI
 PP3342'(10.0 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 1.3 MI (2.1 KM)
 PP3342'EAST-SOUTHEAST OF FARMINGTON.
 PP3342' 
 PP3342'TO REACH TO THE MARK AT FARMINGTON, AT TRUNK HIGHWAY 50 MILE POINT
 PP3342'11.5, GO 0.8 MI (1.3 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3342'TRUNK HIGHWAY 3, 30.0 FT (9.1 M) SOUTH OF TRUNK HIGHWAY 50, 175 FT
 PP3342'(53.3 M) EAST OF AN ENTRANCE, 4.6 FT (1.4 M) WEST-NORTHWEST OF POWER
 PP3342'POLE, 14.2 FT (4.3 M) NORTH NORTHWEST OF ELECTRICAL BOX, 0.6 FT (0.2
 PP3342'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3343 ***********************************************************************
 PP3343  DESIGNATION -  1904 C
 PP3343  PID         -  PP3343
 PP3343  STATE/COUNTY-  MN/DAKOTA
 PP3343  COUNTRY     -  US
 PP3343  USGS QUAD   -  COATES (1993)
 PP3343
 PP3343                         *CURRENT SURVEY CONTROL
 PP3343  ______________________________________________________________________
 PP3343* NAD 83(1986) POSITION- 44 37 49.52   (N) 093 05 46.16   (W)   HD_HELD1  
 PP3343* NAVD 88 ORTHO HEIGHT -   275.012  (meters)     902.27  (feet) ADJUSTED  
 PP3343  ______________________________________________________________________
 PP3343  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 PP3343  DYNAMIC HEIGHT  -        274.982 (meters)      902.17  (feet) COMP
 PP3343  MODELED GRAVITY -    980,502.7   (mgal)                       NAVD 88
 PP3343
 PP3343  VERT ORDER      -  SECOND    CLASS I
 PP3343
 PP3343.The horizontal coordinates were established by differentially corrected
 PP3343.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3343.
 PP3343.The orthometric height was determined by differential leveling and
 PP3343.adjusted in June 1995.
 PP3343
 PP3343.Photographs are available for this station.
 PP3343
 PP3343.The dynamic height is computed by dividing the NAVD 88
 PP3343.geopotential number by the normal gravity value computed on the
 PP3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3343.degrees latitude (g = 980.6199 gals.).
 PP3343
 PP3343.The modeled gravity was interpolated from observed gravity values.
 PP3343
 PP3343;                    North         East    Units  Estimated Accuracy
 PP3343;SPC MN S     -   281,555.3     871,715.0     MT  (+/- 3 meters HH1 GPS) 
 PP3343
 PP3343                          SUPERSEDED SURVEY CONTROL
 PP3343
 PP3343.No superseded survey control is available for this station.
 PP3343
 PP3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9237241900(NAD 83)
 PP3343
 PP3343_MARKER: DB = BENCH MARK DISK
 PP3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3343_SP_SET: CONCRETE POST
 PP3343_STAMPING: 1904 C 1985
 PP3343_MARK LOGO: MNDT  
 PP3343_PROJECTION: FLUSH
 PP3343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3343+STABILITY: SURFACE MOTION
 PP3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3343+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3343
 PP3343  HISTORY     - Date     Condition        Report By
 PP3343  HISTORY     - 1985     MONUMENTED       MNDT
 PP3343  HISTORY     - 1985     GOOD             MNDT
 PP3343  HISTORY     - 20010331 GOOD             NGS
 PP3343  HISTORY     - 20061028 GOOD             USPSQD
 PP3343  HISTORY     - 20070702 GOOD             MNDT
 PP3343
 PP3343                          STATION DESCRIPTION
 PP3343
 PP3343'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3343'1.4 MI EAST FROM FARMINGTON.
 PP3343'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE CITY OF FARMINGTON
 PP3343'IN THE NORTHEAST 1/4 OF SECTION 4, T113N, R19W, 2.05 MILES EAST ALONG
 PP3343'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 3 IN
 PP3343'FARMINGTON, 29.5 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE
 PP3343'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 12.75, 20 FEET WEST OF THE
 PP3343'CENTER OF AN ENTRANCE, 9.8 FEET NORTHEAST OF A CORNER FENCE POST, 3.7
 PP3343'FEET SOUTHEAST OF A POWER POLE, AND 0.7 FOOT NORTH OF A STEEL WITNESS
 PP3343'POST.  THE MARK, A STANDARD BRASS MNDT BENCH MARK DISK SET IN 1975
 PP3343'AND STAMPED---1904 C 1985---IN 1985, IS SET IN THE TOP OF A MAGNETIC
 PP3343'PRE-CAST CONCRETE MONUMENT AND FLUSH WITH THE GROUND.
 PP3343
 PP3343                          STATION RECOVERY (2001)
 PP3343
 PP3343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3343'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3343
 PP3343                          STATION RECOVERY (2006)
 PP3343
 PP3343'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3343'RECOVERED IN GOOD CONDITION.
 PP3343
 PP3343                          STATION RECOVERY (2007)
 PP3343
 PP3343'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3343'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF COATES,
 PP3343'6.6 MI (10.6 KM) NORTH-NORTHEAST OF CASTLE ROCK AND 2.4 MI (3.9 KM)
 PP3343'EAST-SOUTHEAST OF FARMINGTON.
 PP3343' 
 PP3343'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) EAST OF FARMINGTON, AT TRUNK
 PP3343'HIGHWAY 50 MILE POINT 12.75, 2.05 MI (3.3 KM) EAST OF THE JUNCTION OF
 PP3343'TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3, 29.5 FT (9.0 M) SOUTH OF TRUNK
 PP3343'HIGHWAY 50, 20 FT (6.1 M) WEST OF AN ENTRANCE, 9.8 FT (3.0 M)
 PP3343'NORTHEAST OF CORNER FENCE POST, 3.7 FT (1.1 M) SOUTHEAST OF POWER
 PP3343'POLE, 0.7 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3346 ***********************************************************************
 PP3346  DESIGNATION -  1904 G
 PP3346  PID         -  PP3346
 PP3346  STATE/COUNTY-  MN/DAKOTA
 PP3346  COUNTRY     -  US
 PP3346  USGS QUAD   -  COATES (1993)
 PP3346
 PP3346                         *CURRENT SURVEY CONTROL
 PP3346  ______________________________________________________________________
 PP3346* NAD 83(1986) POSITION- 44 37 48.68   (N) 093 01 30.42   (W)   HD_HELD1  
 PP3346* NAVD 88 ORTHO HEIGHT -   271.498  (meters)     890.74  (feet) ADJUSTED  
 PP3346  ______________________________________________________________________
 PP3346  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 PP3346  DYNAMIC HEIGHT  -        271.467 (meters)      890.64  (feet) COMP
 PP3346  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 PP3346
 PP3346  VERT ORDER      -  SECOND    CLASS I
 PP3346
 PP3346.The horizontal coordinates were established by differentially corrected
 PP3346.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3346.
 PP3346.The orthometric height was determined by differential leveling and
 PP3346.adjusted in June 1995.
 PP3346
 PP3346.Photographs are available for this station.
 PP3346
 PP3346.The dynamic height is computed by dividing the NAVD 88
 PP3346.geopotential number by the normal gravity value computed on the
 PP3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3346.degrees latitude (g = 980.6199 gals.).
 PP3346
 PP3346.The modeled gravity was interpolated from observed gravity values.
 PP3346
 PP3346;                    North         East    Units  Estimated Accuracy
 PP3346;SPC MN S     -   281,594.1     877,351.6     MT  (+/- 3 meters HH1 GPS) 
 PP3346
 PP3346                          SUPERSEDED SURVEY CONTROL
 PP3346
 PP3346.No superseded survey control is available for this station.
 PP3346
 PP3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9800741870(NAD 83)
 PP3346
 PP3346_MARKER: DB = BENCH MARK DISK
 PP3346_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3346_SP_SET: HEADWALL BOX CULVERT
 PP3346_STAMPING: 1904 G 1985
 PP3346_MARK LOGO: MNDT  
 PP3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3346+STABILITY: SURFACE MOTION
 PP3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3346+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 PP3346
 PP3346  HISTORY     - Date     Condition        Report By
 PP3346  HISTORY     - 1985     MONUMENTED       MNDT
 PP3346  HISTORY     - 1985     GOOD             MNDT
 PP3346  HISTORY     - 20010331 GOOD             NGS
 PP3346  HISTORY     - 20061028 GOOD             USPSQD
 PP3346  HISTORY     - 20070626 GOOD             MNDT
 PP3346
 PP3346                          STATION DESCRIPTION
 PP3346
 PP3346'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3346'2.3 MI NW FROM HAMPTON.
 PP3346'THE MARK IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF THE CITY OF
 PP3346'HAMPTON NEAR THE NORTH 1/4 CORNER OF SECTION 6, T113N, R18W, 2.75
 PP3346'MILES NORTHWEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK
 PP3346'HIGHWAY 52 NEAR THE SOUTH EDGE OF HAMPTON, 19.5 FEET SOUTH OF AND
 PP3346'ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT
 PP3346'16.2.  THE MARK, A STANDARD BRASS MNDT BENCH MARK DISK SET IN 1975
 PP3346'AND STAMPED---1904 G 1985---IN 1985, IS SET IN THE HEADWALL AT THE
 PP3346'SOUTHEAST CORNER OF A BOX CULVERT UNDER THE HIGHWAY.
 PP3346
 PP3346                          STATION RECOVERY (2001)
 PP3346
 PP3346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3346'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3346
 PP3346                          STATION RECOVERY (2006)
 PP3346
 PP3346'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3346'RECOVERED IN GOOD CONDITION.
 PP3346
 PP3346                          STATION RECOVERY (2007)
 PP3346
 PP3346'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3346'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF COATES, 5.9 MI (9.5
 PP3346'KM) EAST OF FARMINGTON AND 4.2 MI (6.8 KM) SOUTHWEST OF VERMILLION.
 PP3346' 
 PP3346'TO REACH TO THE MARK GO 2.25 MI (3.6 KM) NORTHWEST OF HAMPTON, AT
 PP3346'TRUNK HIGHWAY 50 MILE POINT 16.2, 2.75 MI (4.4 KM) NORTHWEST OF THE
 PP3346'JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52, IN SOUTHEAST CORNER
 PP3346'OF TRUNK HIGHWAY 50 BOX CULVERT, 19.5 FT (5.9 M) SOUTH OF TRUNK
 PP3346'HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3347 ***********************************************************************
 PP3347  DESIGNATION -  1904 H
 PP3347  PID         -  PP3347
 PP3347  STATE/COUNTY-  MN/DAKOTA
 PP3347  COUNTRY     -  US
 PP3347  USGS QUAD   -  RANDOLPH (1974)
 PP3347
 PP3347                         *CURRENT SURVEY CONTROL
 PP3347  ______________________________________________________________________
 PP3347* NAD 83(1986) POSITION- 44 37 02.56   (N) 093 00 32.38   (W)   HD_HELD1  
 PP3347* NAVD 88 ORTHO HEIGHT -   288.365  (meters)     946.08  (feet) ADJUSTED  
 PP3347  ______________________________________________________________________
 PP3347  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 PP3347  DYNAMIC HEIGHT  -        288.330 (meters)      945.96  (feet) COMP
 PP3347  MODELED GRAVITY -    980,489.5   (mgal)                       NAVD 88
 PP3347
 PP3347  VERT ORDER      -  SECOND    CLASS I
 PP3347
 PP3347.The horizontal coordinates were established by differentially corrected
 PP3347.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3347.
 PP3347.The orthometric height was determined by differential leveling and
 PP3347.adjusted in June 1995.
 PP3347
 PP3347.Photographs are available for this station.
 PP3347
 PP3347.The dynamic height is computed by dividing the NAVD 88
 PP3347.geopotential number by the normal gravity value computed on the
 PP3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3347.degrees latitude (g = 980.6199 gals.).
 PP3347
 PP3347.The modeled gravity was interpolated from observed gravity values.
 PP3347
 PP3347;                    North         East    Units  Estimated Accuracy
 PP3347;SPC MN S     -   280,186.1     878,648.0     MT  (+/- 3 meters HH1 GPS) 
 PP3347
 PP3347                          SUPERSEDED SURVEY CONTROL
 PP3347
 PP3347.No superseded survey control is available for this station.
 PP3347
 PP3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9928640447(NAD 83)
 PP3347
 PP3347_MARKER: DB = BENCH MARK DISK
 PP3347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3347_SP_SET: HEADWALL BOX CULVERT
 PP3347_STAMPING: 1904 H 1975
 PP3347_MARK LOGO: MNHD  
 PP3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3347+STABILITY: SURFACE MOTION
 PP3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3347+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 PP3347
 PP3347  HISTORY     - Date     Condition        Report By
 PP3347  HISTORY     - 1975     MONUMENTED       MNHD
 PP3347  HISTORY     - 1985     GOOD             MNDT
 PP3347  HISTORY     - 20010331 GOOD             NGS
 PP3347  HISTORY     - 20021228 GOOD             USPSQD
 PP3347  HISTORY     - 20050328 GOOD             USPSQD
 PP3347  HISTORY     - 20061028 GOOD             USPSQD
 PP3347  HISTORY     - 20070626 GOOD             MNDT
 PP3347
 PP3347                          STATION DESCRIPTION
 PP3347
 PP3347'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3347'IN HAMPTON.
 PP3347'THE MARK IS LOCATED NEAR THE NORTH LIMITS OF THE CITY OF HAMPTON, IN
 PP3347'THE NORTHWEST 1/4 OF SECTION 8, T113N, R18W, 1.6 MILE NORTHWEST ALONG
 PP3347'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE
 PP3347'SOUTH LIMITS OF HAMPTON, 18.O FEET NORTHEAST OF AND ABOUT 1 FOOT
 PP3347'LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 17.45.  THE
 PP3347'MARK, A STANDARD BRASS MNDT BENCH MARK DISK STAMPED---1904 H 1975---,
 PP3347'IS SET IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT UNDER
 PP3347'THE HIGHWAY.
 PP3347
 PP3347                          STATION RECOVERY (2001)
 PP3347
 PP3347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3347'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3347
 PP3347                          STATION RECOVERY (2002)
 PP3347
 PP3347'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3347'N44 37 02.6/W093 00 32.4
 PP3347
 PP3347                          STATION RECOVERY (2005)
 PP3347
 PP3347'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3347'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985. SPSPS ATD.
 PP3347
 PP3347                          STATION RECOVERY (2006)
 PP3347
 PP3347'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3347'WITNESS POST HAS BEEN REMOVED
 PP3347
 PP3347                          STATION RECOVERY (2007)
 PP3347
 PP3347'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3347'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-SOUTHEAST OF
 PP3347'FARMINGTON, 6.3 MI (10.1 KM) NORTH OF RANDOLPH AND 4.4 MI (7.1 KM)
 PP3347'SOUTH-SOUTHWEST OF VERMILLION.
 PP3347' 
 PP3347'TO REACH TO THE MARK AT NORTH EDGE OF HAMPTON, AT TRUNK HIGHWAY 50
 PP3347'MILE POINT 17.45, GO 1.6 MI (2.6 KM) WEST OF THE JUNCTION OF TRUNK
 PP3347'HIGHWAY 50 AND TRUNK HIGHWAY 52, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 PP3347'50 CULVERT, 125 FT (38.1 M) SOUTH OF DRIVE TO HAMPTON SPORTSMAN'S
 PP3347'CLUB, 18.0 FT (5.5 M) NORTHEAST OF TRUNK HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3348 ***********************************************************************
 PP3348  DESIGNATION -  1904 J
 PP3348  PID         -  PP3348
 PP3348  STATE/COUNTY-  MN/DAKOTA
 PP3348  COUNTRY     -  US
 PP3348  USGS QUAD   -  RANDOLPH (1974)
 PP3348
 PP3348                         *CURRENT SURVEY CONTROL
 PP3348  ______________________________________________________________________
 PP3348* NAD 83(1986) POSITION- 44 36 30.86   (N) 093 00 01.59   (W)   HD_HELD1  
 PP3348* NAVD 88 ORTHO HEIGHT -   297.206  (meters)     975.08  (feet) ADJUSTED  
 PP3348  ______________________________________________________________________
 PP3348  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 PP3348  DYNAMIC HEIGHT  -        297.170 (meters)      974.97  (feet) COMP
 PP3348  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 PP3348
 PP3348  VERT ORDER      -  SECOND    CLASS I
 PP3348
 PP3348.The horizontal coordinates were established by differentially corrected
 PP3348.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3348.
 PP3348.The orthometric height was determined by differential leveling and
 PP3348.adjusted in June 1995.
 PP3348
 PP3348.Photographs are available for this station.
 PP3348
 PP3348.The dynamic height is computed by dividing the NAVD 88
 PP3348.geopotential number by the normal gravity value computed on the
 PP3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3348.degrees latitude (g = 980.6199 gals.).
 PP3348
 PP3348.The modeled gravity was interpolated from observed gravity values.
 PP3348
 PP3348;                    North         East    Units  Estimated Accuracy
 PP3348;SPC MN S     -   279,216.0     879,338.7     MT  (+/- 3 meters HH1 GPS) 
 PP3348
 PP3348                          SUPERSEDED SURVEY CONTROL
 PP3348
 PP3348.No superseded survey control is available for this station.
 PP3348
 PP3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9996439469(NAD 83)
 PP3348
 PP3348_MARKER: DB = BENCH MARK DISK
 PP3348_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3348_SP_SET: HEADWALL BOX CULVERT
 PP3348_STAMPING: 1904 J 1975
 PP3348_MARK LOGO: MNHD  
 PP3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3348+STABILITY: SURFACE MOTION
 PP3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3348+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3348
 PP3348  HISTORY     - Date     Condition        Report By
 PP3348  HISTORY     - 1975     MONUMENTED       MNHD
 PP3348  HISTORY     - 1985     GOOD             MNDT
 PP3348  HISTORY     - 20010331 GOOD             NGS
 PP3348  HISTORY     - 20021228 GOOD             USPSQD
 PP3348  HISTORY     - 20050328 GOOD             USPSQD
 PP3348  HISTORY     - 20061028 GOOD             USPSQD
 PP3348  HISTORY     - 20070702 GOOD             MNDT
 PP3348
 PP3348                          STATION DESCRIPTION
 PP3348
 PP3348'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3348'IN HAMPTON.
 PP3348'THE MARK IS LOCATED IN THE CITY OF HAMPTON IN THE SOUTHEAST 1/4 OF
 PP3348'SECTION 8 T113N, R18W, O.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 50 FROM
 PP3348'ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE SOUTH LIMITS OF HAMPTON,
 PP3348'0.15 MILE SOUTHEAST ALONG HIGHWAY 50 FROM ITS JUNCTION WITH COUNTY
 PP3348'ROAD 47 IN HAMPTON, 16.5 FEET NORTHEAST OF AND ABOUT 1 FOOT LOWER
 PP3348'THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 18.15.  THE MARK, A
 PP3348'STANDARD BRASS MNDT BENCH MARK DISK STAMPED---1904 J 1975---, IS SET
 PP3348'IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT UNDER THE
 PP3348'HIGHWAY.
 PP3348
 PP3348                          STATION RECOVERY (2001)
 PP3348
 PP3348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3348'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3348
 PP3348                          STATION RECOVERY (2002)
 PP3348
 PP3348'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3348'N44 36 31.0/W093 00 01.7  52 INCHES FROM SIGN MARKING CULVERT.
 PP3348
 PP3348                          STATION RECOVERY (2005)
 PP3348
 PP3348'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3348'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985. SPSPS ATD.
 PP3348
 PP3348                          STATION RECOVERY (2006)
 PP3348
 PP3348'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3348'RECOVERED IN GOOD CONDITION.
 PP3348
 PP3348                          STATION RECOVERY (2007)
 PP3348
 PP3348'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3348'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF
 PP3348'FARMINGTON, 5.8 MI (9.3 KM) NORTH OF RANDOLPH AND 4.8 MI (7.7 KM)
 PP3348'SOUTH-SOUTHWEST OF VERMILLION.
 PP3348' 
 PP3348'TO REACH TO THE MARK AT HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.15,
 PP3348'GO 0.8 MI (1.3 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3348'TRUNK HIGHWAY 52, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BOX CULVERT,
 PP3348'16.5 FT (5.0 M) NORTHEAST OF TRUNK HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3349 ***********************************************************************
 PP3349  DESIGNATION -  1904 K
 PP3349  PID         -  PP3349
 PP3349  STATE/COUNTY-  MN/DAKOTA
 PP3349  COUNTRY     -  US
 PP3349  USGS QUAD   -  CANNON FALLS (1974)
 PP3349
 PP3349                         *CURRENT SURVEY CONTROL
 PP3349  ______________________________________________________________________
 PP3349* NAD 83(1986) POSITION- 44 36 10.28   (N) 092 59 59.10   (W)   HD_HELD1  
 PP3349* NAVD 88 ORTHO HEIGHT -   292.216  (meters)     958.71  (feet) ADJUSTED  
 PP3349  ______________________________________________________________________
 PP3349  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 PP3349  DYNAMIC HEIGHT  -        292.180 (meters)      958.59  (feet) COMP
 PP3349  MODELED GRAVITY -    980,485.8   (mgal)                       NAVD 88
 PP3349
 PP3349  VERT ORDER      -  SECOND    CLASS I
 PP3349
 PP3349.The horizontal coordinates were established by differentially corrected
 PP3349.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3349.
 PP3349.The orthometric height was determined by differential leveling and
 PP3349.adjusted in June 1995.
 PP3349
 PP3349.Photographs are available for this station.
 PP3349
 PP3349.The dynamic height is computed by dividing the NAVD 88
 PP3349.geopotential number by the normal gravity value computed on the
 PP3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3349.degrees latitude (g = 980.6199 gals.).
 PP3349
 PP3349.The modeled gravity was interpolated from observed gravity values.
 PP3349
 PP3349;                    North         East    Units  Estimated Accuracy
 PP3349;SPC MN S     -   278,581.5     879,401.4     MT  (+/- 3 meters HH1 GPS) 
 PP3349
 PP3349                          SUPERSEDED SURVEY CONTROL
 PP3349
 PP3349.No superseded survey control is available for this station.
 PP3349
 PP3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0001938834(NAD 83)
 PP3349
 PP3349_MARKER: DV = VERTICAL CONTROL DISK
 PP3349_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3349_SP_SET: HEADWALL BOX CULVERT
 PP3349_STAMPING: 1904 K 1985
 PP3349_MARK LOGO: MNDT  
 PP3349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3349+STABILITY: SURFACE MOTION
 PP3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3349+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3349
 PP3349  HISTORY     - Date     Condition        Report By
 PP3349  HISTORY     - 1985     MONUMENTED       MNDT
 PP3349  HISTORY     - 19880808 GOOD             MNDT
 PP3349  HISTORY     - 20010331 GOOD             NGS
 PP3349  HISTORY     - 20021228 GOOD             USPSQD
 PP3349  HISTORY     - 20050328 GOOD             USPSQD
 PP3349  HISTORY     - 20061028 GOOD             USPSQD
 PP3349  HISTORY     - 20070702 GOOD             MNDT
 PP3349
 PP3349                          STATION DESCRIPTION
 PP3349
 PP3349'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3349'IN HAMPTON.
 PP3349'THE MARK IS LOCATED IN THE CITY OF HAMPTON IN THE SOUTHEAST 1/4 OF
 PP3349'SECTION 8, T113N, R18W, 0.4 MILE NORTHWEST ALONG TRUNK HIGHWAY 50
 PP3349'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE SOUTH LIMITS OF
 PP3349'HAMPTON, 21.5 FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 PP3349'HIGHWAY 50 AT MILEPOINT 18.55, AND 2.5 FEET NORTH OF A STEEL WITNESS
 PP3349'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3349'DISK STAMPED---1904 K 1985---, IS SET IN THE HEADWALL AT THE
 PP3349'SOUTHEAST CORNER OF A BOX CULVERT UNDER THE HIGHWAY.
 PP3349
 PP3349                          STATION RECOVERY (1988)
 PP3349
 PP3349'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP3349'THE MARK IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF HAMPTON, 0.4
 PP3349'MI (0.6 KM) WEST AND NORTH ALONG TRUNK HIGHWAY 50 FROM BRIDGE NUMBER
 PP3349'19011 (TRUNK HIGHWAY 50 OVER TRUNK HIGHWAY 52) AT THE SOUTH EDGE OF
 PP3349'HAMPTON AND IN THE SE 1/4 OF SECTION 8, T113N, R18W.  THE MARK IS
 PP3349'21.5 FT (6.6 M) EAST OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE
 PP3349'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 18.6.  THE MARK, A STANDARD
 PP3349'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1904 K
 PP3349'1985---, IS SET IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CORNER OF
 PP3349'A CONCRETE BOX CULVERT UNDER HIGHWAY 50.
 PP3349
 PP3349                          STATION RECOVERY (2001)
 PP3349
 PP3349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3349'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3349
 PP3349                          STATION RECOVERY (2002)
 PP3349
 PP3349'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3349'N44 36 10.3/W092 59 59.1 .5 FT FROM SIDE AND .5 FT FROM SE END OF BOX
 PP3349'CULVERT, SE CORNER OF HEADWALL.
 PP3349
 PP3349                          STATION RECOVERY (2005)
 PP3349
 PP3349'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3349'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP3349
 PP3349                          STATION RECOVERY (2006)
 PP3349
 PP3349'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3349'WITNESS POST HAS BEEN REMOVED
 PP3349
 PP3349                          STATION RECOVERY (2007)
 PP3349
 PP3349'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3349'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 PP3349'FARMINGTON, 5.4 MI (8.7 KM) NORTH OF RANDOLPH AND 5.2 MI (8.4 KM)
 PP3349'SOUTH-SOUTHWEST OF VERMILLION.
 PP3349' 
 PP3349'TO REACH TO THE MARK AT HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.6,
 PP3349'0.4 MI (0.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 PP3349'HIGHWAY 52, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BOX CULVERT, 21.5
 PP3349'FT (6.6 M) EAST OF TRUNK HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3350 ***********************************************************************
 PP3350  DESIGNATION -  1904 L
 PP3350  PID         -  PP3350
 PP3350  STATE/COUNTY-  MN/DAKOTA
 PP3350  COUNTRY     -  US
 PP3350  USGS QUAD   -  RANDOLPH (1974)
 PP3350
 PP3350                         *CURRENT SURVEY CONTROL
 PP3350  ______________________________________________________________________
 PP3350* NAD 83(1986) POSITION- 44 36 38.61   (N) 093 00 07.01   (W)   HD_HELD1  
 PP3350* NAVD 88 ORTHO HEIGHT -   303.081  (meters)     994.36  (feet) ADJUSTED  
 PP3350  ______________________________________________________________________
 PP3350  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 PP3350  DYNAMIC HEIGHT  -        303.044 (meters)      994.24  (feet) COMP
 PP3350  MODELED GRAVITY -    980,487.4   (mgal)                       NAVD 88
 PP3350
 PP3350  VERT ORDER      -  SECOND    CLASS I
 PP3350
 PP3350.The horizontal coordinates were established by differentially corrected
 PP3350.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3350.
 PP3350.The orthometric height was determined by differential leveling and
 PP3350.adjusted in June 1995.
 PP3350
 PP3350.Photographs are available for this station.
 PP3350
 PP3350.The dynamic height is computed by dividing the NAVD 88
 PP3350.geopotential number by the normal gravity value computed on the
 PP3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3350.degrees latitude (g = 980.6199 gals.).
 PP3350
 PP3350.The modeled gravity was interpolated from observed gravity values.
 PP3350
 PP3350;                    North         East    Units  Estimated Accuracy
 PP3350;SPC MN S     -   279,453.7     879,216.3     MT  (+/- 3 meters HH1 GPS) 
 PP3350
 PP3350                          SUPERSEDED SURVEY CONTROL
 PP3350
 PP3350.No superseded survey control is available for this station.
 PP3350
 PP3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9984539708(NAD 83)
 PP3350
 PP3350_MARKER: DV = VERTICAL CONTROL DISK
 PP3350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3350_SP_SET: STEPS
 PP3350_STAMPING: 1904 L 1985
 PP3350_MARK LOGO: MNDT  
 PP3350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3350+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3350
 PP3350  HISTORY     - Date     Condition        Report By
 PP3350  HISTORY     - 1985     MONUMENTED       MNDT
 PP3350  HISTORY     - 20010331 GOOD             NGS
 PP3350  HISTORY     - 20021228 GOOD             USPSQD
 PP3350  HISTORY     - 20050328 GOOD             USPSQD
 PP3350  HISTORY     - 20061028 GOOD             USPSQD
 PP3350  HISTORY     - 20070702 GOOD             MNDT
 PP3350
 PP3350                          STATION DESCRIPTION
 PP3350
 PP3350'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3350'IN HAMPTON.
 PP3350'THE MARK IS LOCATED IN THE CITY OF HAMPTON IN THE NORTHEAST 1/4 OF
 PP3350'SECTION 8, T113N, R18W, 0.95 MILE NORTHWEST ALONG TRUNK HIGHWAY 50
 PP3350'FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE SOUTH LIMITS OF
 PP3350'HAMPTON , AT THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY ROAD 47 IN
 PP3350'HAMPTON, 87.0 FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF
 PP3350'HIGHWAY 50 AT MILEPOINT 18.0, 38.0 FEET WEST OF THE CENTERLINE OF
 PP3350'COUNTY ROAD 47, AND 34.8 FEET NORTH-NORTHEAST OF A STEEL WITNESS
 PP3350'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3350'DISK STAMPED---1904 L 1985---, IS SET IN THE SOUTH END OF THE
 PP3350'CONCRETE LOWER STEP OF THE STAIRWAY LEADING TO THE MAIN ENTRANCE OF
 PP3350'THE CHURCH OF ST MATHIAS.
 PP3350
 PP3350                          STATION RECOVERY (2001)
 PP3350
 PP3350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3350'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3350
 PP3350                          STATION RECOVERY (2002)
 PP3350
 PP3350'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3350'N44 36 38.7/W093 00 00.0 WITNESS POST IS PART OF NO PARKING SIGN.
 PP3350
 PP3350                          STATION RECOVERY (2005)
 PP3350
 PP3350'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3350'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985. SPSPS ATD.
 PP3350
 PP3350                          STATION RECOVERY (2006)
 PP3350
 PP3350'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3350'RECOVERED IN GOOD CONDITION.
 PP3350
 PP3350                          STATION RECOVERY (2007)
 PP3350
 PP3350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3350'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF
 PP3350'FARMINGTON, 5.9 MI (9.5 KM) NORTH OF RANDOLPH AND 4.7 MI (7.6 KM)
 PP3350'SOUTH-SOUTHWEST OF VERMILLION.
 PP3350' 
 PP3350'TO REACH TO THE MARK AT HAMPTON, AT TRUNK HIGHWAY 50 MILE POINT 18.0,
 PP3350'IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 50 AND COUNTY
 PP3350'ROAD 47, IN SOUTH END OF LOWER STEP AT MAIN ENTRANCE TO SAINT MATHIAS
 PP3350'CHURCH, 87 FT (26.5 M) NORTH OF TRUNK HIGHWAY 50, 38 FT (11.6 M) WEST
 PP3350'OF COUNTY ROAD 47, 34.8 FT (10.6 M) NORTH-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3352 ***********************************************************************
 PP3352  DESIGNATION -  1904 N
 PP3352  PID         -  PP3352
 PP3352  STATE/COUNTY-  MN/DAKOTA
 PP3352  COUNTRY     -  US
 PP3352  USGS QUAD   -  COATES (1993)
 PP3352
 PP3352                         *CURRENT SURVEY CONTROL
 PP3352  ______________________________________________________________________
 PP3352* NAD 83(1986) POSITION- 44 37 49.62   (N) 093 02 24.21   (W)   HD_HELD1  
 PP3352* NAVD 88 ORTHO HEIGHT -   269.325  (meters)     883.61  (feet) ADJUSTED  
 PP3352  ______________________________________________________________________
 PP3352  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 PP3352  DYNAMIC HEIGHT  -        269.294 (meters)      883.51  (feet) COMP
 PP3352  MODELED GRAVITY -    980,498.8   (mgal)                       NAVD 88
 PP3352
 PP3352  VERT ORDER      -  SECOND    CLASS I
 PP3352
 PP3352.The horizontal coordinates were established by differentially corrected
 PP3352.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3352.
 PP3352.The orthometric height was determined by differential leveling and
 PP3352.adjusted in June 1995.
 PP3352
 PP3352.Photographs are available for this station.
 PP3352
 PP3352.The dynamic height is computed by dividing the NAVD 88
 PP3352.geopotential number by the normal gravity value computed on the
 PP3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3352.degrees latitude (g = 980.6199 gals.).
 PP3352
 PP3352.The modeled gravity was interpolated from observed gravity values.
 PP3352
 PP3352;                    North         East    Units  Estimated Accuracy
 PP3352;SPC MN S     -   281,609.1     876,165.8     MT  (+/- 3 meters HH1 GPS) 
 PP3352
 PP3352                          SUPERSEDED SURVEY CONTROL
 PP3352
 PP3352.No superseded survey control is available for this station.
 PP3352
 PP3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9682241900(NAD 83)
 PP3352
 PP3352_MARKER: DV = VERTICAL CONTROL DISK
 PP3352_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3352_SP_SET: ALUMINUM ALLOY ROD
 PP3352_STAMPING: 1904 N 1985
 PP3352_MARK LOGO: MNDT  
 PP3352_PROJECTION: FLUSH
 PP3352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3352+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 PP3352_ROD/PIPE-DEPTH:  4.6 meters
 PP3352
 PP3352  HISTORY     - Date     Condition        Report By
 PP3352  HISTORY     - 1985     MONUMENTED       MNDT
 PP3352  HISTORY     - 20010331 GOOD             NGS
 PP3352  HISTORY     - 20021228 GOOD             USPSQD
 PP3352  HISTORY     - 20061028 GOOD             USPSQD
 PP3352  HISTORY     - 20070627 GOOD             MNDT
 PP3352
 PP3352                          STATION DESCRIPTION
 PP3352
 PP3352'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3352'1.8 MI NW FROM HAMPTON.
 PP3352'THE MARK IS LOCATED ABOUT 2 MILES NORTHWEST OF THE CITY OF HAMPTON IN
 PP3352'THE SOUTHEAST 1/4 OF SECTION 36, T114N, R19W, 3.45 MILES WEST ALONG
 PP3352'TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 NEAR THE
 PP3352'SOUTH EDGE OF HAMPTON , 38.5 FEET NORTH OF AND ABOUT LEVEL WITH THE
 PP3352'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 15.5, 13.0 FEET WEST OF THE
 PP3352'CENTER OF AN ENTRANCE, AND 1.5 FEET SOUTH OF A STEEL WITNESS POST.
 PP3352'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PP3352'STAMPED---1904 N 1985---, IS FASTENED TO THE TOP OF A DRIVEN (TO
 PP3352'REFUSAL) 3/4 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND
 PP3352'PROJECTS 0.1 FOOT ABOVE THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PP3352'MARK MAGNETIC.
 PP3352
 PP3352                          STATION RECOVERY (2001)
 PP3352
 PP3352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3352'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3352
 PP3352                          STATION RECOVERY (2002)
 PP3352
 PP3352'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3352'N44 37 49.8/W093 02 24.3
 PP3352
 PP3352                          STATION RECOVERY (2006)
 PP3352
 PP3352'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3352'MARKER WAS RECOVERED 13 FEET SOUTH OF WITNESS POST
 PP3352
 PP3352                          STATION RECOVERY (2007)
 PP3352
 PP3352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3352'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF COATES, 5.1 MI (8.2
 PP3352'KM) EAST OF FARMINGTON AND 4.7 MI (7.6 KM) SOUTHWEST OF VERMILLION.
 PP3352' 
 PP3352'TO REACH TO THE MARK GO 2 MI (3.2 KM) NORTHWEST OF HAMPTON, AT TRUNK
 PP3352'HIGHWAY 50 MILE POINT 15.5, 3.45 MI (5.6 KM) WEST OF THE JUNCTION OF
 PP3352'TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 52, 38.5 FT (11.7 M) NORTH OF TRUNK
 PP3352'HIGHWAY 50, 23.0 FT (7.0 M) WEST OF AN ENTRANCE, 14.2 FT (4.3 M) SOUTH
 PP3352'OF GATE POST, 14.0 FT (4.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3353 ***********************************************************************
 PP3353  DESIGNATION -  1904 P
 PP3353  PID         -  PP3353
 PP3353  STATE/COUNTY-  MN/DAKOTA
 PP3353  COUNTRY     -  US
 PP3353  USGS QUAD   -  COATES (1993)
 PP3353
 PP3353                         *CURRENT SURVEY CONTROL
 PP3353  ______________________________________________________________________
 PP3353* NAD 83(1986) POSITION- 44 37 49.     (N) 093 03 05.     (W)   SCALED    
 PP3353* NAVD 88 ORTHO HEIGHT -   266.882  (meters)     875.60  (feet) ADJUSTED  
 PP3353  ______________________________________________________________________
 PP3353  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 PP3353  DYNAMIC HEIGHT  -        266.852 (meters)      875.50  (feet) COMP
 PP3353  MODELED GRAVITY -    980,499.9   (mgal)                       NAVD 88
 PP3353
 PP3353  VERT ORDER      -  SECOND    CLASS I
 PP3353
 PP3353.The horizontal coordinates were scaled from a topographic map and have
 PP3353.an estimated accuracy of +/- 6 seconds.
 PP3353.
 PP3353.The orthometric height was determined by differential leveling and
 PP3353.adjusted in June 1995.
 PP3353
 PP3353.Photographs are available for this station.
 PP3353
 PP3353.The dynamic height is computed by dividing the NAVD 88
 PP3353.geopotential number by the normal gravity value computed on the
 PP3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3353.degrees latitude (g = 980.6199 gals.).
 PP3353
 PP3353.The modeled gravity was interpolated from observed gravity values.
 PP3353
 PP3353;                    North         East    Units  Estimated Accuracy
 PP3353;SPC MN S     -   281,580.      875,270.      MT  (+/- 180 meters Scaled)
 PP3353
 PP3353                          SUPERSEDED SURVEY CONTROL
 PP3353
 PP3353.No superseded survey control is available for this station.
 PP3353
 PP3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK959418(NAD 83)
 PP3353
 PP3353_MARKER: DB = BENCH MARK DISK
 PP3353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3353_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3353_STAMPING: 1904 P 1985
 PP3353_MARK LOGO: MNDT  
 PP3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3353+STABILITY: SURFACE MOTION
 PP3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3353+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP3353
 PP3353  HISTORY     - Date     Condition        Report By
 PP3353  HISTORY     - 1985     MONUMENTED       MNDT
 PP3353  HISTORY     - 20010331 GOOD             NGS
 PP3353  HISTORY     - 20021228 GOOD             USPSQD
 PP3353  HISTORY     - 20061024 MARK NOT FOUND   MNDT
 PP3353  HISTORY     - 20061028 GOOD             USPSQD
 PP3353
 PP3353                          STATION DESCRIPTION
 PP3353
 PP3353'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3353'2.3 MI WNW FROM HAMPTON.
 PP3353'THE MARK IS LOCATED ABOUT 2-1/4 MILES WEST-NORTHWEST OF THE CITY OF
 PP3353'HAMPTON IN THE NORTHWEST 1/4 OF SECTION 1, T113N, R19W, 4.05 MILES
 PP3353'NORTHWEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PP3353'52 NEAR THE SOUTH LIMITS OF HAMPTON, 18.5 FEET SOUTH OF AND ABOUT 0.5
 PP3353'FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 14.9, AND
 PP3353'15.5 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3353'ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1904 P
 PP3353'1985---, IS SET IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST
 PP3353'CORNER OF A BOX CULVERT UNDER THE HIGHWAY.
 PP3353
 PP3353                          STATION RECOVERY (2001)
 PP3353
 PP3353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3353'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3353
 PP3353                          STATION RECOVERY (2002)
 PP3353
 PP3353'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3353'N44 37 49.2/W093 03 05.2
 PP3353
 PP3353                          STATION RECOVERY (2006)
 PP3353
 PP3353'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3353'THE MARK WAS NOT RECOVERED.
 PP3353
 PP3353                          STATION RECOVERY (2006)
 PP3353
 PP3353'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3354 ***********************************************************************
 PP3354  DESIGNATION -  1904 Q
 PP3354  PID         -  PP3354
 PP3354  STATE/COUNTY-  MN/DAKOTA
 PP3354  COUNTRY     -  US
 PP3354  USGS QUAD   -  COATES (1993)
 PP3354
 PP3354                         *CURRENT SURVEY CONTROL
 PP3354  ______________________________________________________________________
 PP3354* NAD 83(1986) POSITION- 44 37 48.     (N) 093 03 27.     (W)   SCALED    
 PP3354* NAVD 88 ORTHO HEIGHT -   267.659  (meters)     878.14  (feet) ADJUSTED  
 PP3354  ______________________________________________________________________
 PP3354  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 PP3354  DYNAMIC HEIGHT  -        267.629 (meters)      878.05  (feet) COMP
 PP3354  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 PP3354
 PP3354  VERT ORDER      -  SECOND    CLASS I
 PP3354
 PP3354.The horizontal coordinates were scaled from a topographic map and have
 PP3354.an estimated accuracy of +/- 6 seconds.
 PP3354.
 PP3354.The orthometric height was determined by differential leveling and
 PP3354.adjusted in June 1995.
 PP3354
 PP3354.The dynamic height is computed by dividing the NAVD 88
 PP3354.geopotential number by the normal gravity value computed on the
 PP3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3354.degrees latitude (g = 980.6199 gals.).
 PP3354
 PP3354.The modeled gravity was interpolated from observed gravity values.
 PP3354
 PP3354;                    North         East    Units  Estimated Accuracy
 PP3354;SPC MN S     -   281,540.      874,780.      MT  (+/- 180 meters Scaled)
 PP3354
 PP3354                          SUPERSEDED SURVEY CONTROL
 PP3354
 PP3354.No superseded survey control is available for this station.
 PP3354
 PP3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK954418(NAD 83)
 PP3354
 PP3354_MARKER: DB = BENCH MARK DISK
 PP3354_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3354_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PP3354_STAMPING: 1904 Q 1985
 PP3354_MARK LOGO: MNDT  
 PP3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3354+STABILITY: SURFACE MOTION
 PP3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3354+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP3354
 PP3354  HISTORY     - Date     Condition        Report By
 PP3354  HISTORY     - 1985     MONUMENTED       MNDT
 PP3354  HISTORY     - 20021228 GOOD             USPSQD
 PP3354  HISTORY     - 20061024 MARK NOT FOUND   MNDT
 PP3354  HISTORY     - 20061028 GOOD             USPSQD
 PP3354
 PP3354                          STATION DESCRIPTION
 PP3354
 PP3354'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3354'2.7 MI WNW FROM HAMPTON.
 PP3354'THE MARK IS LOCATED ABOUT 2-3/4 MILES WEST-NORTHWEST OF THE CITY OF
 PP3354'HAMPTON IN THE NORTHEAST 1/4 OF SECTION 2, T113N, R19W, 4.3 MILES
 PP3354'NORTHWEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PP3354'52 NEAR THE SOUTH LIMITS OF HAMPTON, 18.0 FEET SOUTH OF THE
 PP3354'CENTERLINE OF AND ABOUT 1.5 FEET LOWER THAN THE CENTERLINE OF HIGHWAY
 PP3354'50 AT MILEPOINT 14.65, ABOUT 500 FEET WEST OF COUNTY ROAD 79, AND
 PP3354'13.7 FEET EAST OF A STEEL WITNESS POST.  THE MARK A STANDARD ALUMINUM
 PP3354'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1904 Q 1985---, IS SET
 PP3354'IN A DRILL HOLE IN THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX
 PP3354'CULVERT UNDER THE HIGHWAY.
 PP3354
 PP3354                          STATION RECOVERY (2002)
 PP3354
 PP3354'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3354'N44 37 49.2/W093 03 25.7 NO WITNESS POST FOUND.
 PP3354
 PP3354                          STATION RECOVERY (2006)
 PP3354
 PP3354'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3354'THE MARK WAS NOT RECOVERED.
 PP3354
 PP3354                          STATION RECOVERY (2006)
 PP3354
 PP3354'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3355 ***********************************************************************
 PP3355  DESIGNATION -  1904 R
 PP3355  PID         -  PP3355
 PP3355  STATE/COUNTY-  MN/DAKOTA
 PP3355  COUNTRY     -  US
 PP3355  USGS QUAD   -  COATES (1993)
 PP3355
 PP3355                         *CURRENT SURVEY CONTROL
 PP3355  ______________________________________________________________________
 PP3355* NAD 83(1986) POSITION- 44 37 49.03   (N) 093 04 32.10   (W)   HD_HELD1  
 PP3355* NAVD 88 ORTHO HEIGHT -   278.199  (meters)     912.72  (feet) ADJUSTED  
 PP3355  ______________________________________________________________________
 PP3355  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 PP3355  DYNAMIC HEIGHT  -        278.169 (meters)      912.63  (feet) COMP
 PP3355  MODELED GRAVITY -    980,501.7   (mgal)                       NAVD 88
 PP3355
 PP3355  VERT ORDER      -  SECOND    CLASS I
 PP3355
 PP3355.The horizontal coordinates were established by differentially corrected
 PP3355.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3355.
 PP3355.The orthometric height was determined by differential leveling and
 PP3355.adjusted in June 1995.
 PP3355
 PP3355.Photographs are available for this station.
 PP3355
 PP3355.The dynamic height is computed by dividing the NAVD 88
 PP3355.geopotential number by the normal gravity value computed on the
 PP3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3355.degrees latitude (g = 980.6199 gals.).
 PP3355
 PP3355.The modeled gravity was interpolated from observed gravity values.
 PP3355
 PP3355;                    North         East    Units  Estimated Accuracy
 PP3355;SPC MN S     -   281,558.4     873,347.4     MT  (+/- 3 meters HH1 GPS) 
 PP3355
 PP3355                          SUPERSEDED SURVEY CONTROL
 PP3355
 PP3355.No superseded survey control is available for this station.
 PP3355
 PP3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9400441883(NAD 83)
 PP3355
 PP3355_MARKER: DV = VERTICAL CONTROL DISK
 PP3355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3355_SP_SET: ALUMINUM ALLOY ROD
 PP3355_STAMPING: 1904 R 1985
 PP3355_MARK LOGO: MNDT  
 PP3355_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3355+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2007
 PP3355_ROD/PIPE-DEPTH:  9.9 meters
 PP3355
 PP3355  HISTORY     - Date     Condition        Report By
 PP3355  HISTORY     - 1985     MONUMENTED       MNDT
 PP3355  HISTORY     - 20010331 GOOD             NGS
 PP3355  HISTORY     - 20061028 GOOD             USPSQD
 PP3355  HISTORY     - 20070629 GOOD             MNDT
 PP3355
 PP3355                          STATION DESCRIPTION
 PP3355
 PP3355'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3355'2.4 MI EAST FROM FARMINGTON.
 PP3355'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST OF THE CITY OF FARMINGTON
 PP3355'IN THE NORTHEAST 1/4 OF SECTION 3, T113N, R19W, 3.05 MILES EAST ALONG
 PP3355'TRUNK HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 3 IN
 PP3355'FARMINGTON, 45.0 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP3355'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 13.75, 28 FEET EAST OF THE
 PP3355'CENTER OF A GRAVEL ROAD (ANNETTE AVE) LEADING SOUTH, 2.5 FEET NORTH
 PP3355'OF A POWER POLE WITH A GUY WIRE, AND 1.0 FOOT NORTH OF A STEEL
 PP3355'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PP3355'MARK DISK STAMPED---1904 R 1985---, IS FASTENED TO THE TOP OF A
 PP3355'DRIVEN 3/4 INCH DIAMETER BY 32.5 FOOT LONG ALUMINUM ALLOY ROD AND
 PP3355'PROJECTS 0.2 FOOT ABOVE THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PP3355'MARK MAGNETIC.
 PP3355
 PP3355                          STATION RECOVERY (2001)
 PP3355
 PP3355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3355
 PP3355                          STATION RECOVERY (2006)
 PP3355
 PP3355'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3355'RECOVERED IN GOOD CONDITION.
 PP3355
 PP3355                          STATION RECOVERY (2007)
 PP3355
 PP3355'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3355'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF COATES,
 PP3355'6.1 MI (9.8 KM) WEST-SOUTHWEST OF VERMILLION AND 3.4 MI (5.5 KM)
 PP3355'EAST-SOUTHEAST OF FARMINGTON.
 PP3355' 
 PP3355'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) EAST OF FARMINGTON, AT TRUNK
 PP3355'HIGHWAY 50 MILE POINT 13.75, GO 3.05 MI (4.9 KM) EAST OF THE JUNCTION
 PP3355'OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3, 45.0 FT (13.7 M) SOUTH OF
 PP3355'TRUNK HIGHWAY 50, 28 FT (8.5 M) EAST OF ANNETTE AVENUE, 2.5 FT (0.8 M)
 PP3355'NORTH OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0550 ***********************************************************************
 PP0550  DESIGNATION -  1905 B
 PP0550  PID         -  PP0550
 PP0550  STATE/COUNTY-  MN/DAKOTA
 PP0550  COUNTRY     -  US
 PP0550  USGS QUAD   -  CANNON FALLS (1974)
 PP0550
 PP0550                         *CURRENT SURVEY CONTROL
 PP0550  ______________________________________________________________________
 PP0550* NAD 83(1986) POSITION- 44 31 17.70   (N) 092 55 27.16   (W)   HD_HELD1  
 PP0550* NAVD 88 ORTHO HEIGHT -   257.973  (meters)     846.37  (feet) ADJUSTED  
 PP0550  ______________________________________________________________________
 PP0550  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 PP0550  DYNAMIC HEIGHT  -        257.936 (meters)      846.25  (feet) COMP
 PP0550  MODELED GRAVITY -    980,469.8   (mgal)                       NAVD 88
 PP0550
 PP0550  VERT ORDER      -  SECOND    CLASS 0
 PP0550
 PP0550.The horizontal coordinates were established by differentially corrected
 PP0550.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0550.
 PP0550.The orthometric height was determined by differential leveling and
 PP0550.adjusted in June 1991.
 PP0550
 PP0550.Photographs are available for this station.
 PP0550
 PP0550.The dynamic height is computed by dividing the NAVD 88
 PP0550.geopotential number by the normal gravity value computed on the
 PP0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0550.degrees latitude (g = 980.6199 gals.).
 PP0550
 PP0550.The modeled gravity was interpolated from observed gravity values.
 PP0550
 PP0550;                    North         East    Units  Estimated Accuracy
 PP0550;SPC MN S     -   269,627.9     885,516.3     MT  (+/- 3 meters HH1 GPS) 
 PP0550
 PP0550                          SUPERSEDED SURVEY CONTROL
 PP0550
 PP0550  NGVD 29 (??/??/92)  257.930  (m)          846.23   (f) ADJ UNCH    2 0
 PP0550
 PP0550.Superseded values are not recommended for survey control.
 PP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0550.See file dsdata.txt to determine how the superseded data were derived.
 PP0550
 PP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0602229809(NAD 83)
 PP0550
 PP0550_MARKER: DB = BENCH MARK DISK
 PP0550_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0550_SP_SET: BRIDGE ABUTMENT
 PP0550_STAMPING: 1905 B 1972
 PP0550_MARK LOGO: MNHD  
 PP0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0550+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0550
 PP0550  HISTORY     - Date     Condition        Report By
 PP0550  HISTORY     - 1972     MONUMENTED       MNHD
 PP0550  HISTORY     - 20010331 GOOD             NGS
 PP0550  HISTORY     - 20061028 GOOD             USPSQD
 PP0550  HISTORY     - 20070702 GOOD             MNDT
 PP0550
 PP0550                          STATION DESCRIPTION
 PP0550
 PP0550'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0550'0.9 MI N FROM CANNON FALLS.
 PP0550'MARK IS LOCATED 0.9 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0550'AND TH 19 (OVERPASS) AT CANNON FALLS, 0.25 MILES NORTH OF THE CANNON
 PP0550'RIVER IN THE SOUTHEAST CORNER OF BRIDGE NO. 9488, COUNTY ROAD 88 OVER
 PP0550'TH 52 AT TH 52 MILE POINT 99.1.  SE 1/4 SECTION 12, T 112, R 18.
 PP0550
 PP0550                          STATION RECOVERY (2001)
 PP0550
 PP0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0550'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0550
 PP0550                          STATION RECOVERY (2006)
 PP0550
 PP0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0550'RECOVERED IN GOOD CONDITION.
 PP0550
 PP0550                          STATION RECOVERY (2007)
 PP0550
 PP0550'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0550'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF MIESVILLE, 4.7
 PP0550'MI (7.6 KM) EAST OF RANDOLPH AND 1.4 MI (2.3 KM) NORTHWEST OF CANNON
 PP0550'FALLS.
 PP0550' 
 PP0550'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) NORTH OF THE JUNCTION OF TRUNK
 PP0550'HIGHWAY 19 AND TRUNK HIGHWAY 52 AT CANNON FALLS, AT TRUNK HIGHWAY 52
 PP0550'MILE POINT 99.1, 0.25 MI (0.4 KM) NORTH OF CANNON FALLS, IN SOUTHEAST
 PP0550'CORNER OF COUNTY ROAD 88 BRIDGE 9488 OVER TRUNK HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0552 ***********************************************************************
 PP0552  DESIGNATION -  1905 C 1
 PP0552  PID         -  PP0552
 PP0552  STATE/COUNTY-  MN/DAKOTA
 PP0552  COUNTRY     -  US
 PP0552  USGS QUAD   -  CANNON FALLS (1974)
 PP0552
 PP0552                         *CURRENT SURVEY CONTROL
 PP0552  ______________________________________________________________________
 PP0552* NAD 83(1986) POSITION- 44 31 33.4    (N) 092 56 22.2    (W)   HD_HELD2  
 PP0552* NAVD 88 ORTHO HEIGHT -   263.365  (meters)     864.06  (feet) ADJUSTED  
 PP0552  ______________________________________________________________________
 PP0552  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 PP0552  DYNAMIC HEIGHT  -        263.328 (meters)      863.94  (feet) COMP
 PP0552  MODELED GRAVITY -    980,471.3   (mgal)                       NAVD 88
 PP0552
 PP0552  VERT ORDER      -  SECOND    CLASS 0
 PP0552
 PP0552.The horizontal coordinates were established by autonomous hand held GPS
 PP0552.observations and have an estimated accuracy of +/- 10 meters.
 PP0552.
 PP0552.The orthometric height was determined by differential leveling and
 PP0552.adjusted in June 1991.
 PP0552
 PP0552.Photographs are available for this station.
 PP0552
 PP0552.The dynamic height is computed by dividing the NAVD 88
 PP0552.geopotential number by the normal gravity value computed on the
 PP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0552.degrees latitude (g = 980.6199 gals.).
 PP0552
 PP0552.The modeled gravity was interpolated from observed gravity values.
 PP0552
 PP0552;                    North         East    Units  Estimated Accuracy
 PP0552;SPC MN S     -   270,097.      884,295.      MT  (+/- 10 meters HH2 GPS)
 PP0552
 PP0552                          SUPERSEDED SURVEY CONTROL
 PP0552
 PP0552  NGVD 29 (??/??/92)  263.325  (m)          863.93   (f) ADJ UNCH    2 0
 PP0552
 PP0552.Superseded values are not recommended for survey control.
 PP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0552.See file dsdata.txt to determine how the superseded data were derived.
 PP0552
 PP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0480730292(NAD 83)
 PP0552
 PP0552_MARKER: DB = BENCH MARK DISK
 PP0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0552_SP_SET: CONCRETE FOOTING
 PP0552_STAMPING: 1905 C 1 1972
 PP0552_MARK LOGO: MNHD  
 PP0552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0552+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0552
 PP0552  HISTORY     - Date     Condition        Report By
 PP0552  HISTORY     - 1972     MONUMENTED       MNHD
 PP0552  HISTORY     - 20010331 GOOD             NGS
 PP0552  HISTORY     - 20070702 GOOD             MNDT
 PP0552
 PP0552                          STATION DESCRIPTION
 PP0552
 PP0552'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0552'1.75 MI NW FROM CANNON FALLS.
 PP0552'MARK IS LOCATED 1.3 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0552'AND TH 19 (OVERPASS) AT CANNON FALLS, THENCE, 0.7 MILES WEST ALONG THE
 PP0552'CHICAGO-GREAT WESTERN RAILROAD, 59.7 FEET NORTH OF, AND 2 FEET HIGHER
 PP0552'THAN THE NORTH RAIL, 80 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 PP0552'TOWNSHIP ROAD, IN THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF A STEEL
 PP0552'TRANSMISSION TOWER.  NW 1/4 SECTION 12, T 112, R 18.
 PP0552
 PP0552                          STATION RECOVERY (2001)
 PP0552
 PP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0552'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0552
 PP0552                          STATION RECOVERY (2007)
 PP0552
 PP0552'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0552'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF MIESVILLE, 4.0
 PP0552'MI (6.4 KM) EAST OF RANDOLPH AND 2.1 MI (3.4 KM) NORTHWEST OF CANNON
 PP0552'FALLS.
 PP0552' 
 PP0552'TO REACH TO THE MARK GO 1.75 MI (2.8 KM) NORTHWEST OF CANNON FALLS,
 PP0552'1.3 MI (2.1 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP0552'HIGHWAY 19, 59.7 FT (18.2 M) NORTH OF NORTH RAIL OF RAILROAD, 80 FT
 PP0552'(24.4 M) WEST OF HARRY AVENUE, IN CONCRETE BASE OF SOUTHEAST LEG OF
 PP0552'STEEL POWER LINE TOWER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0554 ***********************************************************************
 PP0554  DESIGNATION -  1905 D
 PP0554  PID         -  PP0554
 PP0554  STATE/COUNTY-  MN/DAKOTA
 PP0554  COUNTRY     -  US
 PP0554  USGS QUAD   -  CANNON FALLS (1974)
 PP0554
 PP0554                         *CURRENT SURVEY CONTROL
 PP0554  ______________________________________________________________________
 PP0554* NAD 83(1986) POSITION- 44 32 00.     (N) 092 56 00.     (W)   SCALED    
 PP0554* NAVD 88 ORTHO HEIGHT -   266.293  (meters)     873.66  (feet) ADJUSTED  
 PP0554  ______________________________________________________________________
 PP0554  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 PP0554  DYNAMIC HEIGHT  -        266.256 (meters)      873.54  (feet) COMP
 PP0554  MODELED GRAVITY -    980,471.7   (mgal)                       NAVD 88
 PP0554
 PP0554  VERT ORDER      -  SECOND    CLASS 0
 PP0554
 PP0554.The horizontal coordinates were scaled from a topographic map and have
 PP0554.an estimated accuracy of +/- 6 seconds.
 PP0554.
 PP0554.The orthometric height was determined by differential leveling and
 PP0554.adjusted in June 1991.
 PP0554
 PP0554.The dynamic height is computed by dividing the NAVD 88
 PP0554.geopotential number by the normal gravity value computed on the
 PP0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0554.degrees latitude (g = 980.6199 gals.).
 PP0554
 PP0554.The modeled gravity was interpolated from observed gravity values.
 PP0554
 PP0554;                    North         East    Units  Estimated Accuracy
 PP0554;SPC MN S     -   270,920.      884,770.      MT  (+/- 180 meters Scaled)
 PP0554
 PP0554                          SUPERSEDED SURVEY CONTROL
 PP0554
 PP0554  NGVD 29 (??/??/92)  266.247  (m)          873.51   (f) ADJ UNCH    2 0
 PP0554
 PP0554.Superseded values are not recommended for survey control.
 PP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0554.See file dsdata.txt to determine how the superseded data were derived.
 PP0554
 PP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK052311(NAD 83)
 PP0554
 PP0554_MARKER: DD = SURVEY DISK
 PP0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0554_SP_SET: MONUMENT
 PP0554_STAMPING: 1905-D 1972
 PP0554_MARK LOGO: MNHD  
 PP0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0554
 PP0554  HISTORY     - Date     Condition        Report By
 PP0554  HISTORY     - 1972     MONUMENTED       MNDT
 PP0554  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0554  HISTORY     - 20061108 MARK NOT FOUND   MNDT
 PP0554
 PP0554                          STATION DESCRIPTION
 PP0554
 PP0554'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0554'1.9 MI NW FROM CANNON FALLS.
 PP0554'MARK IS LOCATED 1.9 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0554'AND TH 19 (OVERPASS) AT CANNON FALLS, 0.6 MILES NORTH OF A RAILROAD
 PP0554'CROSSING, 0.75 MILES SOUTH OF COUNTY ROAD 86, 99 FEET EAST OF, AND 4
 PP0554'FEET LOWER THAN THE CENTERLINE OF NORTHBOUND TH 52 AT MILE POINT
 PP0554'100.05, 1.5 FEET SOUTHWEST OF A STEEL WITNESS POST, (R/W AND BM), IN A
 PP0554'6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND. NW
 PP0554'1/4 SECTION 1, T 112, R 18.
 PP0554
 PP0554                          STATION RECOVERY (2001)
 PP0554
 PP0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0554'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0554
 PP0554                          STATION RECOVERY (2006)
 PP0554
 PP0554'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0554'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0555 ***********************************************************************
 PP0555  DESIGNATION -  1905 E
 PP0555  PID         -  PP0555
 PP0555  STATE/COUNTY-  MN/DAKOTA
 PP0555  COUNTRY     -  US
 PP0555  USGS QUAD   -  CANNON FALLS (1974)
 PP0555
 PP0555                         *CURRENT SURVEY CONTROL
 PP0555  ______________________________________________________________________
 PP0555* NAD 83(1986) POSITION- 44 32 10.     (N) 092 56 08.     (W)   SCALED    
 PP0555* NAVD 88 ORTHO HEIGHT -   268.911  (meters)     882.25  (feet) ADJUSTED  
 PP0555  ______________________________________________________________________
 PP0555  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 PP0555  DYNAMIC HEIGHT  -        268.874 (meters)      882.13  (feet) COMP
 PP0555  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 PP0555
 PP0555  VERT ORDER      -  SECOND    CLASS 0
 PP0555
 PP0555.The horizontal coordinates were scaled from a topographic map and have
 PP0555.an estimated accuracy of +/- 6 seconds.
 PP0555.
 PP0555.The orthometric height was determined by differential leveling and
 PP0555.adjusted in June 1991.
 PP0555
 PP0555.The dynamic height is computed by dividing the NAVD 88
 PP0555.geopotential number by the normal gravity value computed on the
 PP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0555.degrees latitude (g = 980.6199 gals.).
 PP0555
 PP0555.The modeled gravity was interpolated from observed gravity values.
 PP0555
 PP0555;                    North         East    Units  Estimated Accuracy
 PP0555;SPC MN S     -   271,230.      884,590.      MT  (+/- 180 meters Scaled)
 PP0555
 PP0555                          SUPERSEDED SURVEY CONTROL
 PP0555
 PP0555  NGVD 29 (??/??/92)  268.865  (m)          882.10   (f) ADJ UNCH    2 0
 PP0555
 PP0555.Superseded values are not recommended for survey control.
 PP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0555.See file dsdata.txt to determine how the superseded data were derived.
 PP0555
 PP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK051314(NAD 83)
 PP0555
 PP0555_MARKER: DD = SURVEY DISK
 PP0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0555_SP_SET: MONUMENT
 PP0555_STAMPING: 1905-E 1972
 PP0555_MARK LOGO: MNHD  
 PP0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0555
 PP0555  HISTORY     - Date     Condition        Report By
 PP0555  HISTORY     - 1972     MONUMENTED       MNDT
 PP0555  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0555  HISTORY     - 20061108 MARK NOT FOUND   MNDT
 PP0555
 PP0555                          STATION DESCRIPTION
 PP0555
 PP0555'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0555'2.1 MI NW FROM CANNON FALLS.
 PP0555'MARK IS LOCATED 2.1 MILES NORTH ALONG TH 52 FROM THE JUNCTION OF TH 52
 PP0555'FROM THE JUNCTION OF TH 52 AND TH 19 (OVERPASS) AT CANNON FALLS, 0.55
 PP0555'MILES SOUTH OF COUNTY ROAD 86, 88.3 FEET NORTHEAST OF, AND 3 FEET
 PP0555'LOWER THAN THE CENTERLINE OF NORTHBOUND TH 52 AT MILE POINT 100.25,
 PP0555'4.3 FEET NORTHWEST OF A FENCE CORNER POST (WITH SIGN GAS), 0.9 FEET
 PP0555'SOUTHWEST OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE
 PP0555'MONUMENT, PROJECTING 3 INCHES ABOVE GROUND.  NW 1/4 SECTION 1, T 112,
 PP0555'R 18.
 PP0555
 PP0555                          STATION RECOVERY (2001)
 PP0555
 PP0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0555'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0555
 PP0555                          STATION RECOVERY (2006)
 PP0555
 PP0555'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0555'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0558 ***********************************************************************
 PP0558  DESIGNATION -  1905 H
 PP0558  PID         -  PP0558
 PP0558  STATE/COUNTY-  MN/DAKOTA
 PP0558  COUNTRY     -  US
 PP0558  USGS QUAD   -  CANNON FALLS (1974)
 PP0558
 PP0558                         *CURRENT SURVEY CONTROL
 PP0558  ______________________________________________________________________
 PP0558* NAD 83(1986) POSITION- 44 33 57.36   (N) 092 57 15.05   (W)   HD_HELD1  
 PP0558* NAVD 88 ORTHO HEIGHT -   274.861  (meters)     901.77  (feet) ADJUSTED  
 PP0558  ______________________________________________________________________
 PP0558  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 PP0558  DYNAMIC HEIGHT  -        274.824 (meters)      901.65  (feet) COMP
 PP0558  MODELED GRAVITY -    980,477.1   (mgal)                       NAVD 88
 PP0558
 PP0558  VERT ORDER      -  SECOND    CLASS 0
 PP0558
 PP0558.The horizontal coordinates were established by differentially corrected
 PP0558.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0558.
 PP0558.The orthometric height was determined by differential leveling and
 PP0558.adjusted in June 1991.
 PP0558
 PP0558.Photographs are available for this station.
 PP0558
 PP0558.The dynamic height is computed by dividing the NAVD 88
 PP0558.geopotential number by the normal gravity value computed on the
 PP0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0558.degrees latitude (g = 980.6199 gals.).
 PP0558
 PP0558.The modeled gravity was interpolated from observed gravity values.
 PP0558
 PP0558;                    North         East    Units  Estimated Accuracy
 PP0558;SPC MN S     -   274,524.5     883,071.1     MT  (+/- 3 meters HH1 GPS) 
 PP0558
 PP0558                          SUPERSEDED SURVEY CONTROL
 PP0558
 PP0558  NGVD 29 (??/??/92)  274.815  (m)          901.62   (f) ADJ UNCH    2 0
 PP0558
 PP0558.Superseded values are not recommended for survey control.
 PP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0558.See file dsdata.txt to determine how the superseded data were derived.
 PP0558
 PP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0363834733(NAD 83)
 PP0558
 PP0558_MARKER: DB = BENCH MARK DISK
 PP0558_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0558_SP_SET: HEADWALL BOX CULVERT
 PP0558_STAMPING: 1905 H 1972
 PP0558_MARK LOGO: MNHD  
 PP0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0558+STABILITY: SURFACE MOTION
 PP0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0558+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0558
 PP0558  HISTORY     - Date     Condition        Report By
 PP0558  HISTORY     - 1972     MONUMENTED       MNHD
 PP0558  HISTORY     - 20010915 GOOD             USPSQD
 PP0558  HISTORY     - 20061028 GOOD             USPSQD
 PP0558  HISTORY     - 20070702 GOOD             MNDT
 PP0558
 PP0558                          STATION DESCRIPTION
 PP0558
 PP0558'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0558'4.15 MI SE FROM HAMPTON.
 PP0558'MARK IS LOCATED 4.15 MILES SOUTH ALONG TH 52 FROM THE JUNCTION OF TH
 PP0558'52 AND COUNTY ROAD 47 IN HAMPTON, 0.05 MILES SOUTH OF GOODWIN AVENUE,
 PP0558'(NORTH) 57.4 FEET NORTHEAST OF, AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP0558'NORTHBOUND TH 52 AT MILE POINT 102.5, IN A CONCRETE ENERGY DISPATCHER
 PP0558'(NORTH ONE OF TWO) 7.6 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 PP0558'WINGWALL.  NW 1/4 SECTION 26, T 113, R 18.
 PP0558
 PP0558                          STATION RECOVERY (2001)
 PP0558
 PP0558'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0558'RECOVERED IN GOOD CONDITION.
 PP0558
 PP0558                          STATION RECOVERY (2006)
 PP0558
 PP0558'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0558'RECOVERED IN GOOD CONDITION.
 PP0558
 PP0558                          STATION RECOVERY (2007)
 PP0558
 PP0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0558'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF
 PP0558'MIESVILLE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF CANNON FALLS AND 4.2 MI
 PP0558'(6.8 KM) NORTHEAST OF RANDOLPH.
 PP0558' 
 PP0558'TO REACH TO THE MARK GO 4.15 MI (6.7 KM) SOUTH OF THE JUNCTION OF
 PP0558'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0558'MILE POINT 102.5, 0.05 MI (0.1 KM) SOUTH OF GOODWIN AVENUE, 57.4 FT
 PP0558'(17.5 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 7.6 FT (2.3 M)
 PP0558'NORTHEAST OF SOUTHWEST END OF WING WALL, IN NORTH 1 OF 2 ENERGY
 PP0558'DISPATCHERS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0559 ***********************************************************************
 PP0559  DESIGNATION -  1905 J
 PP0559  PID         -  PP0559
 PP0559  STATE/COUNTY-  MN/DAKOTA
 PP0559  COUNTRY     -  US
 PP0559  USGS QUAD   -  CANNON FALLS (1974)
 PP0559
 PP0559                         *CURRENT SURVEY CONTROL
 PP0559  ______________________________________________________________________
 PP0559* NAD 83(1986) POSITION- 44 34 15.50   (N) 092 57 36.95   (W)   HD_HELD1  
 PP0559* NAVD 88 ORTHO HEIGHT -   293.481  (meters)     962.86  (feet) ADJUSTED  
 PP0559  ______________________________________________________________________
 PP0559  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 PP0559  DYNAMIC HEIGHT  -        293.443 (meters)      962.74  (feet) COMP
 PP0559  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 PP0559
 PP0559  VERT ORDER      -  SECOND    CLASS 0
 PP0559
 PP0559.The horizontal coordinates were established by differentially corrected
 PP0559.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0559.
 PP0559.The orthometric height was determined by differential leveling and
 PP0559.adjusted in June 1991.
 PP0559
 PP0559.Photographs are available for this station.
 PP0559
 PP0559.The dynamic height is computed by dividing the NAVD 88
 PP0559.geopotential number by the normal gravity value computed on the
 PP0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0559.degrees latitude (g = 980.6199 gals.).
 PP0559
 PP0559.The modeled gravity was interpolated from observed gravity values.
 PP0559
 PP0559;                    North         East    Units  Estimated Accuracy
 PP0559;SPC MN S     -   275,078.2     882,580.8     MT  (+/- 3 meters HH1 GPS) 
 PP0559
 PP0559                          SUPERSEDED SURVEY CONTROL
 PP0559
 PP0559  NGVD 29 (??/??/92)  293.436  (m)          962.71   (f) ADJ UNCH    2 0
 PP0559
 PP0559.Superseded values are not recommended for survey control.
 PP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0559.See file dsdata.txt to determine how the superseded data were derived.
 PP0559
 PP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0315535293(NAD 83)
 PP0559
 PP0559_MARKER: DB = BENCH MARK DISK
 PP0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0559_SP_SET: MONUMENT
 PP0559_STAMPING: 1905 J 1972
 PP0559_MARK LOGO: MNHD  
 PP0559_PROJECTION: FLUSH
 PP0559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0559+STABILITY: SURFACE MOTION
 PP0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0559+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0559
 PP0559  HISTORY     - Date     Condition        Report By
 PP0559  HISTORY     - 1972     MONUMENTED       MNHD
 PP0559  HISTORY     - 20010915 GOOD             USPSQD
 PP0559  HISTORY     - 20061028 GOOD             USPSQD
 PP0559  HISTORY     - 20070702 GOOD             MNDT
 PP0559
 PP0559                          STATION DESCRIPTION
 PP0559
 PP0559'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0559'3.65 MI SE FROM HAMPTON.
 PP0559'MARK IS LOCATED 3.65 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0559'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 2.65 MILES SOUTH OF THE T.H. 50
 PP0559'OVERPASS, 125 FEET NORTH OF THE NORTHEAST END OF A 24 INCH CONCRETE
 PP0559'CULVERT UNDER T.H. 52, 27.4 FEET NORTHEAST OF MILE POST NO. 103, 57
 PP0559'FEET NORTHEAST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF NORTH BOUND
 PP0559'T.H. 52, 1.5 FEET NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0559'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0559'27, T 113, R 18.
 PP0559
 PP0559                          STATION RECOVERY (2001)
 PP0559
 PP0559'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0559'RECOVERED IN GOOD CONDITION.
 PP0559
 PP0559                          STATION RECOVERY (2006)
 PP0559
 PP0559'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0559'RECOVERED IN GOOD CONDITION.
 PP0559
 PP0559                          STATION RECOVERY (2007)
 PP0559
 PP0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0559'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF VERMILLION, 5.2 MI
 PP0559'(8.4 KM) NORTH-NORTHWEST OF CANNON FALLS AND 4.3 MI (6.9 KM) NORTHEAST
 PP0559'OF RANDOLPH.
 PP0559' 
 PP0559'TO REACH TO THE MARK GO 3.65 MI (5.9 KM) SOUTH OF THE JUNCTION OF
 PP0559'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 IN HAMPTON, 2.6 MI (4.2 KM) SOUTH
 PP0559'OF TRUNK HIGHWAY 50, 125 FT (38.1 M) NORTH OF CULVERT, 27.4 FT (8.4 M)
 PP0559'NORTHEAST OF MILEPOST 103, 57 FT (17.4 M) NORTHEAST OF NORTHBOUND
 PP0559'TRUNK HIGHWAY 52, 1.5 FT (0.5 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0560 ***********************************************************************
 PP0560  DESIGNATION -  1905 K
 PP0560  PID         -  PP0560
 PP0560  STATE/COUNTY-  MN/DAKOTA
 PP0560  COUNTRY     -  US
 PP0560  USGS QUAD   -  CANNON FALLS (1974)
 PP0560
 PP0560                         *CURRENT SURVEY CONTROL
 PP0560  ______________________________________________________________________
 PP0560* NAD 83(1986) POSITION- 44 34 44.77   (N) 092 58 18.21   (W)   HD_HELD1  
 PP0560* NAVD 88 ORTHO HEIGHT -   294.634  (meters)     966.65  (feet) ADJUSTED  
 PP0560  ______________________________________________________________________
 PP0560  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 PP0560  DYNAMIC HEIGHT  -        294.596 (meters)      966.52  (feet) COMP
 PP0560  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 PP0560
 PP0560  VERT ORDER      -  SECOND    CLASS 0
 PP0560
 PP0560.The horizontal coordinates were established by differentially corrected
 PP0560.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0560.
 PP0560.The orthometric height was determined by differential leveling and
 PP0560.adjusted in June 1991.
 PP0560
 PP0560.Photographs are available for this station.
 PP0560
 PP0560.The dynamic height is computed by dividing the NAVD 88
 PP0560.geopotential number by the normal gravity value computed on the
 PP0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0560.degrees latitude (g = 980.6199 gals.).
 PP0560
 PP0560.The modeled gravity was interpolated from observed gravity values.
 PP0560
 PP0560;                    North         East    Units  Estimated Accuracy
 PP0560;SPC MN S     -   275,970.0     881,659.2     MT  (+/- 3 meters HH1 GPS) 
 PP0560
 PP0560                          SUPERSEDED SURVEY CONTROL
 PP0560
 PP0560  NGVD 29 (??/??/92)  294.589  (m)          966.50   (f) ADJ UNCH    2 0
 PP0560
 PP0560.Superseded values are not recommended for survey control.
 PP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0560.See file dsdata.txt to determine how the superseded data were derived.
 PP0560
 PP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0224436196(NAD 83)
 PP0560
 PP0560_MARKER: DB = BENCH MARK DISK
 PP0560_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0560_SP_SET: HEADWALL BOX CULVERT
 PP0560_STAMPING: 1905 K 1972
 PP0560_MARK LOGO: MNHD  
 PP0560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0560+STABILITY: SURFACE MOTION
 PP0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0560+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0560
 PP0560  HISTORY     - Date     Condition        Report By
 PP0560  HISTORY     - 1972     MONUMENTED       MNHD
 PP0560  HISTORY     - 20010915 GOOD             USPSQD
 PP0560  HISTORY     - 20021228 GOOD             USPSQD
 PP0560  HISTORY     - 20061028 GOOD             USPSQD
 PP0560  HISTORY     - 20070702 GOOD             MNDT
 PP0560
 PP0560                          STATION DESCRIPTION
 PP0560
 PP0560'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0560'2.9 MI SE FROM HAMPTON.
 PP0560'MARK IS LOCATED 2.9 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0560'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 1.9 MILES SOUTH OF THE T.H. 50
 PP0560'OVERPASS, 0.05 MILES SOUTH OF FISCHER AVENUE, 34.1 FEET NORTHEAST OF,
 PP0560'AND 3 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE
 PP0560'POINT 103.75, IN THE NORTHEAST CORNER (MOST NORTHERLY) OF A CONCRETE
 PP0560'HEADWALL OF A 90 INCH CONCRETE CULVERT UNDER T.H. 52.  SW 1/4 SECTION
 PP0560'22, T 113, R 18.
 PP0560
 PP0560                          STATION RECOVERY (2001)
 PP0560
 PP0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0560'RECOVERED IN GOOD CONDITION.
 PP0560
 PP0560                          STATION RECOVERY (2002)
 PP0560
 PP0560'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0560'N44 34 44.8/W092 58 18.3
 PP0560
 PP0560                          STATION RECOVERY (2006)
 PP0560
 PP0560'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0560'RECOVERED IN GOOD CONDITION.
 PP0560
 PP0560                          STATION RECOVERY (2007)
 PP0560
 PP0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0560'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF VERMILLION, 6.0 MI
 PP0560'(9.7 KM) NORTH-NORTHWEST OF CANNON FALLS AND 4.3 MI (6.9 KM)
 PP0560'NORTH-NORTHEAST OF RANDOLPH.
 PP0560' 
 PP0560'TO REACH TO THE MARK GO 2.9 MI (4.7 KM) SOUTHEAST OF THE JUNCTION OF
 PP0560'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0560'MILE POINT 103.75, 1.9 MI (3.1 KM) SOUTH OF TRUNK HIGHWAY 50, 0.05 MI
 PP0560'(0.1 KM) SOUTH OF FISCHER AVENUE, 34.1 FT (10.4 M) NORTHEAST OF
 PP0560'NORTHBOUND TRUNK HIGHWAY 52, IN NORTHEAST CORNER OF HEADWALL ON TRUNK
 PP0560'HIGHWAY 52 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0561 ***********************************************************************
 PP0561  DESIGNATION -  1905 L
 PP0561  PID         -  PP0561
 PP0561  STATE/COUNTY-  MN/DAKOTA
 PP0561  COUNTRY     -  US
 PP0561  USGS QUAD   -  CANNON FALLS (1974)
 PP0561
 PP0561                         *CURRENT SURVEY CONTROL
 PP0561  ______________________________________________________________________
 PP0561* NAD 83(1986) POSITION- 44 34 54.17   (N) 092 58 31.13   (W)   HD_HELD1  
 PP0561* NAVD 88 ORTHO HEIGHT -   298.697  (meters)     979.98  (feet) ADJUSTED  
 PP0561  ______________________________________________________________________
 PP0561  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 PP0561  DYNAMIC HEIGHT  -        298.658 (meters)      979.85  (feet) COMP
 PP0561  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 PP0561
 PP0561  VERT ORDER      -  SECOND    CLASS 0
 PP0561
 PP0561.The horizontal coordinates were established by differentially corrected
 PP0561.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0561.
 PP0561.The orthometric height was determined by differential leveling and
 PP0561.adjusted in June 1991.
 PP0561
 PP0561.Photographs are available for this station.
 PP0561
 PP0561.The dynamic height is computed by dividing the NAVD 88
 PP0561.geopotential number by the normal gravity value computed on the
 PP0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0561.degrees latitude (g = 980.6199 gals.).
 PP0561
 PP0561.The modeled gravity was interpolated from observed gravity values.
 PP0561
 PP0561;                    North         East    Units  Estimated Accuracy
 PP0561;SPC MN S     -   276,256.6     881,370.5     MT  (+/- 3 meters HH1 GPS) 
 PP0561
 PP0561                          SUPERSEDED SURVEY CONTROL
 PP0561
 PP0561  NGVD 29 (??/??/92)  298.651  (m)          979.82   (f) ADJ UNCH    2 0
 PP0561
 PP0561.Superseded values are not recommended for survey control.
 PP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0561.See file dsdata.txt to determine how the superseded data were derived.
 PP0561
 PP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0195936486(NAD 83)
 PP0561
 PP0561_MARKER: DB = BENCH MARK DISK
 PP0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0561_SP_SET: MONUMENT
 PP0561_STAMPING: 1905 L 1972
 PP0561_MARK LOGO: MNHD  
 PP0561_PROJECTION: FLUSH
 PP0561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0561+STABILITY: SURFACE MOTION
 PP0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0561+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0561
 PP0561  HISTORY     - Date     Condition        Report By
 PP0561  HISTORY     - 1972     MONUMENTED       MNHD
 PP0561  HISTORY     - 20010915 GOOD             USPSQD
 PP0561  HISTORY     - 20021228 GOOD             USPSQD
 PP0561  HISTORY     - 20061028 GOOD             USPSQD
 PP0561  HISTORY     - 20070702 GOOD             MNDT
 PP0561
 PP0561                          STATION DESCRIPTION
 PP0561
 PP0561'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0561'2.6 MI SE FROM HAMPTON.
 PP0561'MARK IS LOCATED 2.6 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0561'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 1.6 MILES SOUTHEAST OF THE T.H.
 PP0561'50 OVERPASS, 0.2 MILES NORTHWEST OF FISCHER AVENUE, 71.4 FEET
 PP0561'NORTHEAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H.
 PP0561'52 AT MILE POINT 104.05, 1.1 FEET NORTHWEST OF A STEEL WITNESS POST IN
 PP0561'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW 1/4
 PP0561'SECTION 22, T 113, R 18.
 PP0561
 PP0561                          STATION RECOVERY (2001)
 PP0561
 PP0561'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP0561'RECOVERED IN GOOD CONDITION.
 PP0561
 PP0561                          STATION RECOVERY (2002)
 PP0561
 PP0561'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0561'N44 34 54.3/W092 58 31.1
 PP0561
 PP0561                          STATION RECOVERY (2006)
 PP0561
 PP0561'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0561'RECOVERED IN GOOD CONDITION.
 PP0561
 PP0561                          STATION RECOVERY (2007)
 PP0561
 PP0561'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0561'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF VERMILLION, 6.2 MI
 PP0561'(10.0 KM) NORTHWEST OF CANNON FALLS AND 4.4 MI (7.1 KM)
 PP0561'NORTH-NORTHEAST OF RANDOLPH.
 PP0561' 
 PP0561'TO REACH TO THE MARK GO 2.6 MI (4.2 KM) SOUTHEAST OF THE JUNCTION OF
 PP0561'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0561'MILE POINT 104.05, 1.6 MI (2.6 KM) SOUTHEAST OF TRUNK HIGHWAY 50, 0.2
 PP0561'MI (0.3 KM) NORTHWEST OF FISCHER AVENUE, 71.4 FT (21.8 M) NORTHEAST OF
 PP0561'NORTHBOUND TRUNK HIGHWAY 52, 1.1 FT (0.3 M) NORTHWEST OF A WITNESS
 PP0561'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0562 ***********************************************************************
 PP0562  DESIGNATION -  1905 M
 PP0562  PID         -  PP0562
 PP0562  STATE/COUNTY-  MN/DAKOTA
 PP0562  COUNTRY     -  US
 PP0562  USGS QUAD   -  CANNON FALLS (1974)
 PP0562
 PP0562                         *CURRENT SURVEY CONTROL
 PP0562  ______________________________________________________________________
 PP0562* NAD 83(1986) POSITION- 44 35 33.95   (N) 092 59 14.65   (W)   HD_HELD1  
 PP0562* NAVD 88 ORTHO HEIGHT -   310.139  (meters)    1017.51  (feet) ADJUSTED  
 PP0562  ______________________________________________________________________
 PP0562  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 PP0562  DYNAMIC HEIGHT  -        310.100 (meters)     1017.39  (feet) COMP
 PP0562  MODELED GRAVITY -    980,483.2   (mgal)                       NAVD 88
 PP0562
 PP0562  VERT ORDER      -  SECOND    CLASS 0
 PP0562
 PP0562.The horizontal coordinates were established by differentially corrected
 PP0562.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0562.
 PP0562.The orthometric height was determined by differential leveling and
 PP0562.adjusted in June 1991.
 PP0562
 PP0562.Photographs are available for this station.
 PP0562
 PP0562.The dynamic height is computed by dividing the NAVD 88
 PP0562.geopotential number by the normal gravity value computed on the
 PP0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0562.degrees latitude (g = 980.6199 gals.).
 PP0562
 PP0562.The modeled gravity was interpolated from observed gravity values.
 PP0562
 PP0562;                    North         East    Units  Estimated Accuracy
 PP0562;SPC MN S     -   277,472.3     880,395.4     MT  (+/- 3 meters HH1 GPS) 
 PP0562
 PP0562                          SUPERSEDED SURVEY CONTROL
 PP0562
 PP0562  NGVD 29 (??/??/92)  310.094  (m)         1017.37   (f) ADJ UNCH    2 0
 PP0562
 PP0562.Superseded values are not recommended for survey control.
 PP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0562.See file dsdata.txt to determine how the superseded data were derived.
 PP0562
 PP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0099937713(NAD 83)
 PP0562
 PP0562_MARKER: DB = BENCH MARK DISK
 PP0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0562_SP_SET: MONUMENT
 PP0562_STAMPING: 1905 M 1972
 PP0562_MARK LOGO: MNHD  
 PP0562_PROJECTION: FLUSH
 PP0562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0562+STABILITY: SURFACE MOTION
 PP0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0562+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0562
 PP0562  HISTORY     - Date     Condition        Report By
 PP0562  HISTORY     - 1972     MONUMENTED       MNHD
 PP0562  HISTORY     - 20061028 GOOD             USPSQD
 PP0562  HISTORY     - 20070702 GOOD             MNDT
 PP0562
 PP0562                          STATION DESCRIPTION
 PP0562
 PP0562'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0562'1.65 MI SE FROM HAMPTON.
 PP0562'MARK IS LOCATED 1.65 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0562'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 0.6 MILES SOUTHEAST OF THE T.H.
 PP0562'50 OVERPASS, 83.4 FEET NORTHEAST OF, AND 5 FEET HIGHER THAN THE
 PP0562'CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 105.05, 80 FEET
 PP0562'NORTHWEST OF A TELEPHONE POLE, 73 FEET SOUTHWEST OF A FENCE LINE, 1
 PP0562'FOOT NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP0562'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 16, T 113, R 18.
 PP0562
 PP0562                          STATION RECOVERY (2006)
 PP0562
 PP0562'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0562'RECOVERED IN GOOD CONDITION.
 PP0562
 PP0562                          STATION RECOVERY (2007)
 PP0562
 PP0562'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0562'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF CANNON FALLS,
 PP0562'5.7 MI (9.2 KM) SOUTH OF VERMILLION AND 4.9 MI (7.9 KM)
 PP0562'NORTH-NORTHEAST OF RANDOLPH.
 PP0562' 
 PP0562'TO REACH TO THE MARK GO 1.65 MI (2.7 KM) SOUTHEAST OF THE JUNCTION OF
 PP0562'TRUNK HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52
 PP0562'MILE POINT 105.1, 0.6 MI (1.0 KM) SOUTHEAST OF TRUNK HIGHWAY 50, 83.4
 PP0562'FT (25.4 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 1 FT (0.3 M)
 PP0562'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0564 ***********************************************************************
 PP0564  DESIGNATION -  1905 N
 PP0564  PID         -  PP0564
 PP0564  STATE/COUNTY-  MN/DAKOTA
 PP0564  COUNTRY     -  US
 PP0564  USGS QUAD   -  CANNON FALLS (1974)
 PP0564
 PP0564                         *CURRENT SURVEY CONTROL
 PP0564  ______________________________________________________________________
 PP0564* NAD 83(1986) POSITION- 44 36 04.25   (N) 092 59 34.69   (W)   HD_HELD1  
 PP0564* NAVD 88 ORTHO HEIGHT -   299.510  (meters)     982.64  (feet) ADJUSTED  
 PP0564  ______________________________________________________________________
 PP0564  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 PP0564  DYNAMIC HEIGHT  -        299.472 (meters)      982.52  (feet) COMP
 PP0564  MODELED GRAVITY -    980,484.9   (mgal)                       NAVD 88
 PP0564
 PP0564  VERT ORDER      -  SECOND    CLASS I
 PP0564
 PP0564.The horizontal coordinates were established by differentially corrected
 PP0564.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0564.
 PP0564.The orthometric height was determined by differential leveling and
 PP0564.adjusted in December 2008.
 PP0564
 PP0564.Photographs are available for this station.
 PP0564
 PP0564.The dynamic height is computed by dividing the NAVD 88
 PP0564.geopotential number by the normal gravity value computed on the
 PP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0564.degrees latitude (g = 980.6199 gals.).
 PP0564
 PP0564.The modeled gravity was interpolated from observed gravity values.
 PP0564
 PP0564;                    North         East    Units  Estimated Accuracy
 PP0564;SPC MN S     -   278,402.0     879,941.9     MT  (+/- 3 meters HH1 GPS) 
 PP0564
 PP0564                          SUPERSEDED SURVEY CONTROL
 PP0564
 PP0564  NAVD 88 (06/15/91)  299.538  (m)          982.73   (f) SUPERSEDED  2 0
 PP0564  NGVD 29 (??/??/92)  299.493  (m)          982.59   (f) ADJ UNCH    2 0
 PP0564
 PP0564.Superseded values are not recommended for survey control.
 PP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0564.See file dsdata.txt to determine how the superseded data were derived.
 PP0564
 PP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0055738648(NAD 83)
 PP0564
 PP0564_MARKER: DB = BENCH MARK DISK
 PP0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0564_SP_SET: BRIDGE ABUTMENT
 PP0564_STAMPING: 1905 N 1972
 PP0564_MARK LOGO: MNHD  
 PP0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0564+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0564
 PP0564  HISTORY     - Date     Condition        Report By
 PP0564  HISTORY     - 1972     MONUMENTED       MNHD
 PP0564  HISTORY     - 1985     GOOD             MNDT
 PP0564  HISTORY     - 19880808 GOOD             MNDT
 PP0564  HISTORY     - 20010331 GOOD             NGS
 PP0564  HISTORY     - 20021228 GOOD             USPSQD
 PP0564  HISTORY     - 20050328 GOOD             USPSQD
 PP0564  HISTORY     - 20051130 GOOD             MNDT
 PP0564  HISTORY     - 20061028 GOOD             USPSQD
 PP0564  HISTORY     - 20070702 GOOD             MNDT
 PP0564
 PP0564                          STATION DESCRIPTION
 PP0564
 PP0564'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0564'1.0 MI S FROM HAMPTON.
 PP0564'MARK IS LOCATED 1 MILE SOUTH ALONG T.H. 52 FROM THE JUNCTION OF T.H.
 PP0564'52 AND COUNTY ROAD 47 IN HAMPTON, IN THE SOUTHEAST CORNER OF BRIDGE
 PP0564'NO. 19011, T.H. 50 OVER T.H. 52 AT MILE POINT 105.65.  NW 1/4 SECTION
 PP0564'16, T 113, R 18.
 PP0564
 PP0564                          STATION RECOVERY (1985)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0564'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0564'IN THE SOUTHEAST PART OF THE CITY OF HAMPTON, IN THE NORTHWEST 1/4 OF
 PP0564'SECTION 16, T113N, R18W, AT THE JUNCTION OF TRUNK HIGHWAYS 50 AND 52,
 PP0564'AT HIGHWAY 52 MILEPOINT 105.65.  THE MARK, A STANDARD BRASS MNHD
 PP0564'BENCH MARK DISK STAMPED---1905 N 1972---, IS SET IN THE ABUTMENT AT
 PP0564'THE SOUTHEAST CORNER OF BRIDGE NUMBER 19011 (HIGHWAY 50 OVER HIGHWAY
 PP0564'52).
 PP0564
 PP0564                          STATION RECOVERY (1988)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0564'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 50 AND 52 AT THE
 PP0564'SOUTH EDGE OF THE CITY OF HAMPTON, IN THE SOUTHEAST CORNER OF BRIDGE
 PP0564'NUMBER 19011 (HIGHWAY 50 OVER HIGHWAY 52) AND IN THE NW 1/4 OF
 PP0564'SECTION 16, T113N, R18W.  THE MARK IS 29.1 FT (8.9 M) SOUTH OF AND
 PP0564'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 50 AND 36.2
 PP0564'FT (11.0 M) WEST OF HIGHWAY 50 MILEPOST NUMBER 19.  THE MARK, A
 PP0564'STANDARD MNHD BENCH MARK DISK STAMPED---1905 N 1972---, IS SET IN THE
 PP0564'SOUTHEAST ABUTMENT OF THE BRIDGE.
 PP0564
 PP0564                          STATION RECOVERY (2001)
 PP0564
 PP0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0564'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0564
 PP0564                          STATION RECOVERY (2002)
 PP0564
 PP0564'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0564'N44 36 04.3/W092 59 34.7
 PP0564
 PP0564                          STATION RECOVERY (2005)
 PP0564
 PP0564'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0564'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP0564
 PP0564                          STATION RECOVERY (2005)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0564'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF CANNON
 PP0564'FALLS, 5.3 MI (8.5 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.2 MI (8.4 KM)
 PP0564'SOUTH-SOUTHWEST OF VERMILLION IN HAMPTON, 35.2 FT (10.7 M) WEST OF
 PP0564'MILEPOST 19, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BRIDGE 19011 OVER
 PP0564'TRUNK HIGHWAY 52, 29.1 FT (8.9 M) SOUTH OF TRUNK HIGHWAY 50.
 PP0564
 PP0564                          STATION RECOVERY (2006)
 PP0564
 PP0564'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0564'RECOVERED IN GOOD CONDITION.
 PP0564
 PP0564                          STATION RECOVERY (2007)
 PP0564
 PP0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0564'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH-NORTHWEST OF CANNON
 PP0564'FALLS, 5.3 MI (8.5 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.2 MI (8.4 KM)
 PP0564'SOUTH-SOUTHWEST OF VERMILLION.
 PP0564' 
 PP0564'TO REACH TO THE MARK AT HAMPTON, GO 35.2 FT (10.7 M) WEST OF MILEPOST
 PP0564'19, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 50 BRIDGE 19011 OVER TRUNK
 PP0564'HIGHWAY 52, 29.1 FT (8.9 M) SOUTH OF TRUNK HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0565 ***********************************************************************
 PP0565  DESIGNATION -  1906 A
 PP0565  PID         -  PP0565
 PP0565  STATE/COUNTY-  MN/DAKOTA
 PP0565  COUNTRY     -  US
 PP0565  USGS QUAD   -  CANNON FALLS (1974)
 PP0565
 PP0565                         *CURRENT SURVEY CONTROL
 PP0565  ______________________________________________________________________
 PP0565* NAD 83(1986) POSITION- 44 36 40.35   (N) 092 59 39.76   (W)   HD_HELD1  
 PP0565* NAVD 88 ORTHO HEIGHT -   304.577  (meters)     999.27  (feet) ADJUSTED  
 PP0565  ______________________________________________________________________
 PP0565  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 PP0565  DYNAMIC HEIGHT  -        304.540 (meters)      999.15  (feet) COMP
 PP0565  MODELED GRAVITY -    980,487.0   (mgal)                       NAVD 88
 PP0565
 PP0565  VERT ORDER      -  SECOND    CLASS 0
 PP0565
 PP0565.The horizontal coordinates were established by differentially corrected
 PP0565.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0565.
 PP0565.The orthometric height was determined by differential leveling and
 PP0565.adjusted in June 1995.
 PP0565
 PP0565.Photographs are available for this station.
 PP0565
 PP0565.The dynamic height is computed by dividing the NAVD 88
 PP0565.geopotential number by the normal gravity value computed on the
 PP0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0565.degrees latitude (g = 980.6199 gals.).
 PP0565
 PP0565.The modeled gravity was interpolated from observed gravity values.
 PP0565
 PP0565;                    North         East    Units  Estimated Accuracy
 PP0565;SPC MN S     -   279,514.8     879,816.4     MT  (+/- 3 meters HH1 GPS) 
 PP0565
 PP0565                          SUPERSEDED SURVEY CONTROL
 PP0565
 PP0565  NAVD 88 (06/15/91)  304.621  (m)          999.41   (f) SUPERSEDED  2 0
 PP0565  NGVD 29 (??/??/92)  304.577  (m)          999.27   (f) ADJ UNCH    2 0
 PP0565
 PP0565.Superseded values are not recommended for survey control.
 PP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0565.See file dsdata.txt to determine how the superseded data were derived.
 PP0565
 PP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0044639762(NAD 83)
 PP0565
 PP0565_MARKER: DB = BENCH MARK DISK
 PP0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0565_SP_SET: CONCRETE POST
 PP0565_STAMPING: 1906 A 1972
 PP0565_MARK LOGO: MNHD  
 PP0565_PROJECTION: FLUSH
 PP0565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0565+STABILITY: SURFACE MOTION
 PP0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0565+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0565
 PP0565  HISTORY     - Date     Condition        Report By
 PP0565  HISTORY     - 1972     MONUMENTED       MNHD
 PP0565  HISTORY     - 1985     GOOD             MNDT
 PP0565  HISTORY     - 20010331 GOOD             NGS
 PP0565  HISTORY     - 20021228 GOOD             USPSQD
 PP0565  HISTORY     - 20050328 GOOD             USPSQD
 PP0565  HISTORY     - 20070702 GOOD             MNDT
 PP0565
 PP0565                          STATION DESCRIPTION
 PP0565
 PP0565'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0565'IN HAMPTON.
 PP0565'MARK IS LOCATED IN HAMPTON, 0.3 MILES SOUTH OF COUNTY ROAD 47, 0.7
 PP0565'MILES NORTH OF THE T.H. 50 OVERPASS, 66.2 FEET EAST OF THE CENTERLINE
 PP0565'OF NORTH BOUND T.H. 52 AT MILE POINT 106.35, 56.2 FEET NORTH OF A
 PP0565'FENCE CORNER, 29.3 FEET EAST-SOUTHEAST OF THE EAST LEG OF A HIGHWAY
 PP0565'INFORMATION SIGN COATES 8-- TWIN CITIES 29, 8.3 FEET WEST OF A FENCE
 PP0565'LINE, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP0565'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 9, T 113,
 PP0565'R 18.
 PP0565
 PP0565                          STATION RECOVERY (1985)
 PP0565
 PP0565'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0565'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0565'IN THE EAST PART OF THE CITY OF HAMPTON, IN THE NORTHWEST 1/4 OF
 PP0565'SECTION 9, T113N, R18W, 0.7 MILE NORTH ALONG TRUNK HIGHWAY 52 FROM
 PP0565'THE TRUNK HIGHWAY 50 OVERPASS IN HAMPTON, 66.2 FEET EAST OF AND ABOUT
 PP0565'ONE FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY 52 AT MILEPOINT
 PP0565'106.35, 56.2 FEET NORTH OF A FENCE CORNER, 29.3 FEET SOUTH-SOUTHEAST
 PP0565'OF A HIGHWAY INFORMATION SIGN (COATES 8, TWIN CITIES 29), 8.3 FEET
 PP0565'WEST OF A FENCE LINE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 PP0565'THE MARK, A STANDARD BRASS MNHD BENCH MARK DISK STAMPED---1906 A
 PP0565'1972---, IS SET IN THE TOP OF A 6 FOOT LONG PRE-CAST (MAGNETIC)
 PP0565'CONCRETE POST AND IS 0.1 FOOT LOWER THAN THE SURFACE OF THE GROUND.
 PP0565
 PP0565                          STATION RECOVERY (2001)
 PP0565
 PP0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0565
 PP0565                          STATION RECOVERY (2002)
 PP0565
 PP0565'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0565'N44 36 40.4/W092 59 39.7
 PP0565
 PP0565                          STATION RECOVERY (2005)
 PP0565
 PP0565'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0565'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP0565
 PP0565                          STATION RECOVERY (2007)
 PP0565
 PP0565'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0565'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF COATES,
 PP0565'6.0 MI (9.7 KM) NORTH-NORTHEAST OF RANDOLPH AND 4.5 MI (7.2 KM)
 PP0565'SOUTH-SOUTHWEST OF VERMILLION.
 PP0565' 
 PP0565'TO REACH TO THE MARK AT HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT
 PP0565'106.35, GO 0.7 MI (1.1 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 50
 PP0565'AND TRUNK HIGHWAY 52, 66.2 FT (20.2 M) EAST OF TRUNK HIGHWAY 52, 56.2
 PP0565'FT (17.1 M) NORTH OF A FENCE CORNER, 80 FT (24.4 M) SOUTH-SOUTHEAST OF
 PP0565'COATS 8 TWIN CITIES 29 SIGN, 8.3 FT (2.5 M) WEST OF FIELD, 1.0 FT (0.3
 PP0565'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0566 ***********************************************************************
 PP0566  DESIGNATION -  1906 B
 PP0566  PID         -  PP0566
 PP0566  STATE/COUNTY-  MN/DAKOTA
 PP0566  COUNTRY     -  US
 PP0566  USGS QUAD   -  CANNON FALLS (1974)
 PP0566
 PP0566                         *CURRENT SURVEY CONTROL
 PP0566  ______________________________________________________________________
 PP0566* NAD 83(1986) POSITION- 44 36 59.04   (N) 092 59 39.82   (W)   HD_HELD1  
 PP0566* NAVD 88 ORTHO HEIGHT -   302.118  (meters)     991.20  (feet) ADJUSTED  
 PP0566  ______________________________________________________________________
 PP0566  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 PP0566  DYNAMIC HEIGHT  -        302.081 (meters)      991.08  (feet) COMP
 PP0566  MODELED GRAVITY -    980,488.4   (mgal)                       NAVD 88
 PP0566
 PP0566  VERT ORDER      -  SECOND    CLASS 0
 PP0566
 PP0566.The horizontal coordinates were established by differentially corrected
 PP0566.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0566.
 PP0566.The orthometric height was determined by differential leveling and
 PP0566.adjusted in June 1991.
 PP0566
 PP0566.Photographs are available for this station.
 PP0566
 PP0566.The dynamic height is computed by dividing the NAVD 88
 PP0566.geopotential number by the normal gravity value computed on the
 PP0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0566.degrees latitude (g = 980.6199 gals.).
 PP0566
 PP0566.The modeled gravity was interpolated from observed gravity values.
 PP0566
 PP0566;                    North         East    Units  Estimated Accuracy
 PP0566;SPC MN S     -   280,091.6     879,808.0     MT  (+/- 3 meters HH1 GPS) 
 PP0566
 PP0566                          SUPERSEDED SURVEY CONTROL
 PP0566
 PP0566  NGVD 29 (??/??/92)  302.073  (m)          991.05   (f) ADJ UNCH    2 0
 PP0566
 PP0566.Superseded values are not recommended for survey control.
 PP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0566.See file dsdata.txt to determine how the superseded data were derived.
 PP0566
 PP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0044440338(NAD 83)
 PP0566
 PP0566_MARKER: DB = BENCH MARK DISK
 PP0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0566_SP_SET: MONUMENT
 PP0566_STAMPING: 1906 B 1972
 PP0566_MARK LOGO: MNHD  
 PP0566_PROJECTION: FLUSH
 PP0566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0566+STABILITY: SURFACE MOTION
 PP0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0566+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0566
 PP0566  HISTORY     - Date     Condition        Report By
 PP0566  HISTORY     - 1972     MONUMENTED       MNHD
 PP0566  HISTORY     - 1985     MARK NOT FOUND   MNDT
 PP0566  HISTORY     - 20050328 MARK NOT FOUND   USPSQD
 PP0566  HISTORY     - 20070702 GOOD             MNDT
 PP0566
 PP0566                          STATION DESCRIPTION
 PP0566
 PP0566'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0566'IN HAMPTON.
 PP0566'MARK IS LOCATED IN HAMPTON, 1 MILE NORTH OF THE T.H. 50 OVERPASS, 88
 PP0566'FEET NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 47, 60 FEET EAST OF
 PP0566'THE CENTERLINE OF T.H. 52 AT MILE POINT 106.65, 1.2 FEET NORTH OF A
 PP0566'STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP0566'WITH THE GROUND.  SW 1/4 SECTION 4, T 113, R 18.
 PP0566
 PP0566                          STATION RECOVERY (1985)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0566'THE MARK, AS DESCRIBED IN 1972, WAS SEARCHED FOR USING REFERENCE TIES
 PP0566'AND PROBE BUT NOT FOUND.
 PP0566
 PP0566                          STATION RECOVERY (2005)
 PP0566
 PP0566'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0566'MARK NOT FOUND, SPSPS ATD.
 PP0566
 PP0566                          STATION RECOVERY (2007)
 PP0566
 PP0566'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0566'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF COATES,
 PP0566'6.4 MI (10.3 KM) NORTH-NORTHEAST OF RANDOLPH AND 4.2 MI (6.8 KM)
 PP0566'SOUTH-SOUTHWEST OF VERMILLION.
 PP0566' 
 PP0566'TO REACH TO THE MARK IN HAMPTON, AT TRUNK HIGHWAY 52 MILE POINT
 PP0566'106.65, GO 1.0 MI (1.6 KM) NORTH OF TRUNK HIGHWAY 50 BRIDGE, 88 FT
 PP0566'(26.8 M) NORTHWEST OF COUNTY ROAD 47, 60 FT (18.3 M) EAST OF TRUNK
 PP0566'HIGHWAY 52, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0569 ***********************************************************************
 PP0569  DESIGNATION -  1906 D
 PP0569  PID         -  PP0569
 PP0569  STATE/COUNTY-  MN/DAKOTA
 PP0569  COUNTRY     -  US
 PP0569  USGS QUAD   -  VERMILLION (1993)
 PP0569
 PP0569                         *CURRENT SURVEY CONTROL
 PP0569  ______________________________________________________________________
 PP0569* NAD 83(1986) POSITION- 44 38 42.95   (N) 092 59 49.37   (W)   HD_HELD1  
 PP0569* NAVD 88 ORTHO HEIGHT -   280.937  (meters)     921.71  (feet) ADJUSTED  
 PP0569  ______________________________________________________________________
 PP0569  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 PP0569  DYNAMIC HEIGHT  -        280.906 (meters)      921.61  (feet) COMP
 PP0569  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 PP0569
 PP0569  VERT ORDER      -  SECOND    CLASS 0
 PP0569
 PP0569.The horizontal coordinates were established by differentially corrected
 PP0569.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0569.
 PP0569.The orthometric height was determined by differential leveling and
 PP0569.adjusted in June 1991.
 PP0569
 PP0569.Photographs are available for this station.
 PP0569
 PP0569.The dynamic height is computed by dividing the NAVD 88
 PP0569.geopotential number by the normal gravity value computed on the
 PP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0569.degrees latitude (g = 980.6199 gals.).
 PP0569
 PP0569.The modeled gravity was interpolated from observed gravity values.
 PP0569
 PP0569;                    North         East    Units  Estimated Accuracy
 PP0569;SPC MN S     -   283,296.0     879,558.1     MT  (+/- 3 meters HH1 GPS) 
 PP0569
 PP0569                          SUPERSEDED SURVEY CONTROL
 PP0569
 PP0569  NGVD 29 (??/??/92)  280.894  (m)          921.57   (f) ADJ UNCH    2 0
 PP0569
 PP0569.Superseded values are not recommended for survey control.
 PP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0569.See file dsdata.txt to determine how the superseded data were derived.
 PP0569
 PP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0023443544(NAD 83)
 PP0569
 PP0569_MARKER: DB = BENCH MARK DISK
 PP0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0569_SP_SET: MONUMENT
 PP0569_STAMPING: 1906 D 1972
 PP0569_MARK LOGO: MNHD  
 PP0569_PROJECTION: FLUSH
 PP0569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0569+STABILITY: SURFACE MOTION
 PP0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0569+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP0569
 PP0569  HISTORY     - Date     Condition        Report By
 PP0569  HISTORY     - 1972     MONUMENTED       MNHD
 PP0569  HISTORY     - 20010331 GOOD             NGS
 PP0569  HISTORY     - 20021228 GOOD             USPSQD
 PP0569  HISTORY     - 20070709 GOOD             MNDT
 PP0569
 PP0569                          STATION DESCRIPTION
 PP0569
 PP0569'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0569'2.0 MI N FROM HAMPTON.
 PP0569'MARK IS LOCATED 2.0 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0569'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, 1.1 MILES SOUTH OF COUNTY ROAD
 PP0569'66 AT EMPIRE, 0.05 MILES NORTH OF 210TH STREET, 62 FEET NORTHEAST OF,
 PP0569'AND 2 FEET HIGHER THAN THE CENTERLINE OF T.H. 52 AT MILE POINT 108.7,
 PP0569'0.8 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP0569'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 29, T 114, R 18.
 PP0569
 PP0569                          STATION RECOVERY (2001)
 PP0569
 PP0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0569
 PP0569                          STATION RECOVERY (2002)
 PP0569
 PP0569'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0569'N44 38 43.1/W092 59 49.3 DISK CAPPED WITH A LARGE PROTECTIVE ROCK.
 PP0569
 PP0569                          STATION RECOVERY (2007)
 PP0569
 PP0569'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0569'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF FARMINGTON, 5.3 MI
 PP0569'(8.5 KM) SOUTH-SOUTHEAST OF COATES AND 2.5 MI (4.0 KM) SOUTHWEST OF
 PP0569'VERMILLION.
 PP0569' 
 PP0569'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTH OF THE JUNCTION OF TRUNK
 PP0569'HIGHWAY 52 AND COUNTY ROAD 47 AT HAMPTON, AT TRUNK HIGHWAY 52 MILE
 PP0569'POINT 108.7, 1.1 MI (1.8 KM) SOUTH OF COUNTY ROAD 66 AT EMPIRE, 0.05
 PP0569'MI (0.1 KM) NORTH OF 210TH STREET, 62 FT (18.9 M) NORTHEAST OF TRUNK
 PP0569'HIGHWAY 52, 0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0573 ***********************************************************************
 PP0573  DESIGNATION -  1906 E
 PP0573  PID         -  PP0573
 PP0573  STATE/COUNTY-  MN/DAKOTA
 PP0573  COUNTRY     -  US
 PP0573  USGS QUAD   -  COATES (1993)
 PP0573
 PP0573                         *CURRENT SURVEY CONTROL
 PP0573  ______________________________________________________________________
 PP0573* NAD 83(1986) POSITION- 44 39 41.61   (N) 093 00 25.50   (W)   HD_HELD1  
 PP0573* NAVD 88 ORTHO HEIGHT -   259.433  (meters)     851.16  (feet) ADJUSTED  
 PP0573  ______________________________________________________________________
 PP0573  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 PP0573  DYNAMIC HEIGHT  -        259.406 (meters)      851.07  (feet) COMP
 PP0573  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 PP0573
 PP0573  VERT ORDER      -  SECOND    CLASS 0
 PP0573
 PP0573.The horizontal coordinates were established by differentially corrected
 PP0573.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0573.
 PP0573.The orthometric height was determined by differential leveling and
 PP0573.adjusted in June 1991.
 PP0573
 PP0573.Photographs are available for this station.
 PP0573
 PP0573.The dynamic height is computed by dividing the NAVD 88
 PP0573.geopotential number by the normal gravity value computed on the
 PP0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0573.degrees latitude (g = 980.6199 gals.).
 PP0573
 PP0573.The modeled gravity was interpolated from observed gravity values.
 PP0573
 PP0573;                    North         East    Units  Estimated Accuracy
 PP0573;SPC MN S     -   285,096.8     878,740.1     MT  (+/- 3 meters HH1 GPS) 
 PP0573
 PP0573                          SUPERSEDED SURVEY CONTROL
 PP0573
 PP0573  NGVD 29 (??/??/92)  259.389  (m)          851.01   (f) ADJ UNCH    2 0
 PP0573
 PP0573.Superseded values are not recommended for survey control.
 PP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0573.See file dsdata.txt to determine how the superseded data were derived.
 PP0573
 PP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9943845354(NAD 83)
 PP0573
 PP0573_MARKER: DB = BENCH MARK DISK
 PP0573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0573_SP_SET: BRIDGE ABUTMENT
 PP0573_STAMPING: 1906 E 1972
 PP0573_MARK LOGO: MNHD  
 PP0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0573+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP0573
 PP0573  HISTORY     - Date     Condition        Report By
 PP0573  HISTORY     - 1972     MONUMENTED       MNHD
 PP0573  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0573  HISTORY     - 20070709 GOOD             MNDT
 PP0573
 PP0573                          STATION DESCRIPTION
 PP0573
 PP0573'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0573'0.5 MI E FROM EMPIRE.
 PP0573'MARK IS LOCATED 0.45 MILES EAST ALONG COUNTY ROAD 66 FROM THE JUNCTION
 PP0573'OF COUNTY ROAD 66 AND THE CHICAGO-GREAT WESTERN RAILROAD IN EMPIRE,
 PP0573'THENCE, 0.2 MILES NORTH ALONG T.H. 52, IN THE SOUTHEAST CORNER OF
 PP0573'BRIDGE NO. 9675, NORTH BOUND T.H. 52 OVER THE VERMILLION RIVER AT T.H.
 PP0573'52 MILE POINT 110.0.  SE 1/4 SECTION 20, T 114, R 18. NOTE-- THIS MARK
 PP0573'IS ALSO 3.2 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND
 PP0573'COUNTY ROAD 47 IN HAMPTON AND 4.0 MILES SOUTH ALONG T.H. 52 FROM THE
 PP0573'JUNCTION OF T.H. 52 AND COUNTY ROAD 48 IN COATES.
 PP0573
 PP0573                          STATION RECOVERY (2001)
 PP0573
 PP0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0573
 PP0573                          STATION RECOVERY (2007)
 PP0573
 PP0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0573'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF
 PP0573'FARMINGTON, 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF COATES AND 2.1 MI (3.4
 PP0573'KM) WEST-SOUTHWEST OF VERMILLION.
 PP0573' 
 PP0573'TO REACH TO THE MARK GO 0.45 MI (0.7 KM) EAST OF THE JUNCTION OF
 PP0573'COUNTY ROAD 66 AND RAILROAD AT EMPIRE THEN 0.2 MI (0.3 KM) NORTH, AT
 PP0573'TRUNK HIGHWAY 52 MILE POINT 110.0 IN SOUTHEAST CORNER OF NORTHBOUND
 PP0573'TRUNK HIGHWAY 52 BRIDGE 9675 OVER VERMILLION RIVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0575 ***********************************************************************
 PP0575  DESIGNATION -  1906 G
 PP0575  PID         -  PP0575
 PP0575  STATE/COUNTY-  MN/DAKOTA
 PP0575  COUNTRY     -  US
 PP0575  USGS QUAD   -  COATES (1993)
 PP0575
 PP0575                         *CURRENT SURVEY CONTROL
 PP0575  ______________________________________________________________________
 PP0575* NAD 83(1986) POSITION- 44 40 55.57   (N) 093 01 03.62   (W)   HD_HELD1  
 PP0575* NAVD 88 ORTHO HEIGHT -   273.129  (meters)     896.09  (feet) ADJUSTED  
 PP0575  ______________________________________________________________________
 PP0575  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 PP0575  DYNAMIC HEIGHT  -        273.103 (meters)      896.01  (feet) COMP
 PP0575  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 PP0575
 PP0575  VERT ORDER      -  SECOND    CLASS 0
 PP0575
 PP0575.The horizontal coordinates were established by differentially corrected
 PP0575.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0575.
 PP0575.The orthometric height was determined by differential leveling and
 PP0575.adjusted in June 1991.
 PP0575
 PP0575.Photographs are available for this station.
 PP0575
 PP0575.The dynamic height is computed by dividing the NAVD 88
 PP0575.geopotential number by the normal gravity value computed on the
 PP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0575.degrees latitude (g = 980.6199 gals.).
 PP0575
 PP0575.The modeled gravity was interpolated from observed gravity values.
 PP0575
 PP0575;                    North         East    Units  Estimated Accuracy
 PP0575;SPC MN S     -   287,369.3     877,873.0     MT  (+/- 3 meters HH1 GPS) 
 PP0575
 PP0575                          SUPERSEDED SURVEY CONTROL
 PP0575
 PP0575  NGVD 29 (??/??/92)  273.084  (m)          895.94   (f) ADJ UNCH    2 0
 PP0575
 PP0575.Superseded values are not recommended for survey control.
 PP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0575.See file dsdata.txt to determine how the superseded data were derived.
 PP0575
 PP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9859947637(NAD 83)
 PP0575
 PP0575_MARKER: DB = BENCH MARK DISK
 PP0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0575_SP_SET: CONCRETE FOOTING
 PP0575_STAMPING: 1906 G 1972
 PP0575_MARK LOGO: MNHD  
 PP0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0575+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP0575
 PP0575  HISTORY     - Date     Condition        Report By
 PP0575  HISTORY     - 1972     MONUMENTED       MNHD
 PP0575  HISTORY     - 1986     GOOD             USPSQD
 PP0575  HISTORY     - 20010331 GOOD             NGS
 PP0575  HISTORY     - 20070709 GOOD             MNDT
 PP0575
 PP0575                          STATION DESCRIPTION
 PP0575
 PP0575'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0575'2.5 MI S FROM COATES.
 PP0575'MARK IS LOCATED 2.5 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0575'T.H. 52 AND COUNTY ROAD 48 IN COATES, 0.6 MILES NORTH OF COUNTY ROAD
 PP0575'62, IN THE T.H. 52 MEDIAN, 2 FEET LOWER THAN THE ROADWAYS, AT MILE
 PP0575'POINT 111.5, 39.4 FEET EAST OF THE SOUTH BOUND CENTERLINE 35.6 FEET
 PP0575'WEST OF THE NORTH BOUND CENTERLINE, 1 FOOT NORTHWEST OF A WOOD GUARD
 PP0575'POST, IN THE SOUTHEAST EDGE OF A 6 FOOT DEEP CONCRETE INLET.  NE 1/4
 PP0575'SECTION 18, T 114, R 18.
 PP0575
 PP0575                          STATION RECOVERY (1986)
 PP0575
 PP0575'RECOVERY NOTE BY US POWER SQUADRON 1986 (LK)
 PP0575'RECOVERED IN GOOD CONDITION.
 PP0575
 PP0575                          STATION RECOVERY (2001)
 PP0575
 PP0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0575
 PP0575                          STATION RECOVERY (2007)
 PP0575
 PP0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0575'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 PP0575'FARMINGTON, 2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF COATES AND 2.6 MI (4.2
 PP0575'KM) WEST-NORTHWEST OF VERMILLION.
 PP0575' 
 PP0575'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP0575'HIGHWAY 52 AND COUNTY ROAD 48 AT COATES, AT TRUNK HIGHWAY 52 MILE
 PP0575'POINT 111.5, 0.6 MI (1.0 KM) NORTH OF COUNTY ROAD 62, 39.4 FT (12.0 M)
 PP0575'EAST OF SOUTH-BOUND TRUNK HIGHWAY 52, 35.6 FT (10.9 M) WEST OF
 PP0575'NORTHBOUND TRUNK HIGHWAY 52, IN TRUNK HIGHWAY 52 MEDIAN, 1 FT (0.3 M)
 PP0575'NORTHWEST OF A WITNESS POST, IN SOUTHEAST EDGE OF CONCRETE INLET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0576 ***********************************************************************
 PP0576  DESIGNATION -  1906 H
 PP0576  PID         -  PP0576
 PP0576  STATE/COUNTY-  MN/DAKOTA
 PP0576  COUNTRY     -  US
 PP0576  USGS QUAD   -  COATES (1993)
 PP0576
 PP0576                         *CURRENT SURVEY CONTROL
 PP0576  ______________________________________________________________________
 PP0576* NAD 83(1986) POSITION- 44 41 07.     (N) 093 01 07.     (W)   SCALED    
 PP0576* NAVD 88 ORTHO HEIGHT -   279.344  (meters)     916.48  (feet) ADJUSTED  
 PP0576  ______________________________________________________________________
 PP0576  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 PP0576  DYNAMIC HEIGHT  -        279.318 (meters)      916.40  (feet) COMP
 PP0576  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 PP0576
 PP0576  VERT ORDER      -  SECOND    CLASS 0
 PP0576
 PP0576.The horizontal coordinates were scaled from a topographic map and have
 PP0576.an estimated accuracy of +/- 6 seconds.
 PP0576.
 PP0576.The orthometric height was determined by differential leveling and
 PP0576.adjusted in June 1991.
 PP0576
 PP0576.The dynamic height is computed by dividing the NAVD 88
 PP0576.geopotential number by the normal gravity value computed on the
 PP0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0576.degrees latitude (g = 980.6199 gals.).
 PP0576
 PP0576.The modeled gravity was interpolated from observed gravity values.
 PP0576
 PP0576;                    North         East    Units  Estimated Accuracy
 PP0576;SPC MN S     -   287,720.      877,790.      MT  (+/- 180 meters Scaled)
 PP0576
 PP0576                          SUPERSEDED SURVEY CONTROL
 PP0576
 PP0576  NGVD 29 (??/??/92)  279.298  (m)          916.33   (f) ADJ UNCH    2 0
 PP0576
 PP0576.Superseded values are not recommended for survey control.
 PP0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0576.See file dsdata.txt to determine how the superseded data were derived.
 PP0576
 PP0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK985479(NAD 83)
 PP0576
 PP0576_MARKER: DD = SURVEY DISK
 PP0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0576_SP_SET: MONUMENT
 PP0576_STAMPING: 1906-H 1972
 PP0576_MARK LOGO: MNHD  
 PP0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0576
 PP0576  HISTORY     - Date     Condition        Report By
 PP0576  HISTORY     - 1972     MONUMENTED       MNDT
 PP0576  HISTORY     - 198805   MARK NOT FOUND   USPSQD
 PP0576  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PP0576  HISTORY     - 20061106 MARK NOT FOUND   MNDT
 PP0576
 PP0576                          STATION DESCRIPTION
 PP0576
 PP0576'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0576'2.2 MI S FROM COATES.
 PP0576'MARK IS LOCATED 2.2 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0576'T.H. 52 AND COUNTY ROAD 48 IN COATES, 1.25 MILES SOUTH OF 170TH
 PP0576'STREET, 0.05 MILES NORTH OF A HIGHWAY CROSSOVER, 62 FEET EAST OF, AND
 PP0576'2 FEET HIGHER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT
 PP0576'111.75, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP0576'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 18, T114,
 PP0576'R 18.
 PP0576
 PP0576                          STATION RECOVERY (1988)
 PP0576
 PP0576'RECOVERY NOTE BY US POWER SQUADRON 1988 (AR)
 PP0576'MARK NOT FOUND.
 PP0576
 PP0576                          STATION RECOVERY (2001)
 PP0576
 PP0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0576'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0576
 PP0576                          STATION RECOVERY (2006)
 PP0576
 PP0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0576'THE MARK WAS NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1472 ***********************************************************************
 PP1472  DESIGNATION -  1906 K
 PP1472  PID         -  PP1472
 PP1472  STATE/COUNTY-  MN/DAKOTA
 PP1472  COUNTRY     -  US
 PP1472  USGS QUAD   -  COATES (1993)
 PP1472
 PP1472                         *CURRENT SURVEY CONTROL
 PP1472  ______________________________________________________________________
 PP1472* NAD 83(1986) POSITION- 44 42 44.     (N) 093 01 59.     (W)   SCALED    
 PP1472* NAVD 88 ORTHO HEIGHT -   280.517  (meters)     920.33  (feet) ADJUSTED  
 PP1472  ______________________________________________________________________
 PP1472  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 PP1472  DYNAMIC HEIGHT  -        280.495 (meters)      920.26  (feet) COMP
 PP1472  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 PP1472
 PP1472  VERT ORDER      -  SECOND    CLASS 0
 PP1472
 PP1472.The horizontal coordinates were scaled from a topographic map and have
 PP1472.an estimated accuracy of +/- 6 seconds.
 PP1472.
 PP1472.The orthometric height was determined by differential leveling and
 PP1472.adjusted in June 1991.
 PP1472
 PP1472.The dynamic height is computed by dividing the NAVD 88
 PP1472.geopotential number by the normal gravity value computed on the
 PP1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1472.degrees latitude (g = 980.6199 gals.).
 PP1472
 PP1472.The modeled gravity was interpolated from observed gravity values.
 PP1472
 PP1472;                    North         East    Units  Estimated Accuracy
 PP1472;SPC MN S     -   290,700.      876,610.      MT  (+/- 180 meters Scaled)
 PP1472
 PP1472                          SUPERSEDED SURVEY CONTROL
 PP1472
 PP1472  NGVD 29 (??/??/92)  280.469  (m)          920.17   (f) ADJ UNCH    2 0
 PP1472
 PP1472.Superseded values are not recommended for survey control.
 PP1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1472.See file dsdata.txt to determine how the superseded data were derived.
 PP1472
 PP1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK973509(NAD 83)
 PP1472
 PP1472_MARKER: DD = SURVEY DISK
 PP1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1472_STAMPING: 1906-K 1972
 PP1472_MARK LOGO: MNHD  
 PP1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1472+STABILITY: SURFACE MOTION
 PP1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1472+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 PP1472
 PP1472  HISTORY     - Date     Condition        Report By
 PP1472  HISTORY     - 1972     MONUMENTED       MNDT
 PP1472  HISTORY     - 20010915 GOOD             USPSQD
 PP1472  HISTORY     - 20061107 MARK NOT FOUND   MNDT
 PP1472  HISTORY     - 20090317 MARK NOT FOUND   MNDT
 PP1472
 PP1472                          STATION DESCRIPTION
 PP1472
 PP1472'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1472'0.4 MI S FROM COATES.
 PP1472'MARK IS LOCATED 0.4 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP1472'T.H. 52 AND COUNTY ROAD 48 IN COATES, 0.05 FEET SOUTH OF CLAYTON
 PP1472'AVENUE EAST, 77.3 FEET EAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 PP1472'NORTH BOUND T.H. 52 AT MILE POINT 113.65 (AT THE SOUTH END OF A RIGHT
 PP1472'TURN LANE), 97 FEET SOUTHWEST OF A RIGHT OF WAY POST, 0.8 MILES SOUTH
 PP1472'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP1472'FLUSH WITH THE GROUND.  NW 1/4 SECTION 6, T 114, R 18.
 PP1472
 PP1472                          STATION RECOVERY (2001)
 PP1472
 PP1472'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1472'RECOVERED IN GOOD CONDITION.
 PP1472
 PP1472                          STATION RECOVERY (2006)
 PP1472
 PP1472'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1472'THE MARK WAS NOT RECOVERED.
 PP1472
 PP1472                          STATION RECOVERY (2009)
 PP1472
 PP1472'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1472'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1475 ***********************************************************************
 PP1475  DESIGNATION -  1906 L
 PP1475  PID         -  PP1475
 PP1475  STATE/COUNTY-  MN/DAKOTA
 PP1475  COUNTRY     -  US
 PP1475  USGS QUAD   -  COATES (1993)
 PP1475
 PP1475                         *CURRENT SURVEY CONTROL
 PP1475  ______________________________________________________________________
 PP1475* NAD 83(2007) POSITION- 44 43 32.75316(N) 093 02 04.75255(W)   ADJUSTED  
 PP1475* NAD 83(2007) ELLIP HT-   253.038 (meters)        (02/10/07)   ADJUSTED
 PP1475* NAD 83(2007) EPOCH   -  2002.00
 PP1475* NAVD 88 ORTHO HEIGHT -   281.237  (meters)     922.69  (feet) ADJUSTED  
 PP1475  ______________________________________________________________________
 PP1475  NAD 83(2007) X  -   -240,308.577 (meters)                     COMP
 PP1475  NAD 83(2007) Y  - -4,532,903.025 (meters)                     COMP
 PP1475  NAD 83(2007) Z  -  4,465,925.544 (meters)                     COMP
 PP1475  LAPLACE CORR    -        -10.07  (seconds)                    DEFLEC09
 PP1475  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PP1475  DYNAMIC HEIGHT  -        281.217 (meters)      922.63  (feet) COMP
 PP1475  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 PP1475
 PP1475  VERT ORDER      -  SECOND    CLASS 0
 PP1475
 PP1475  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP1475  Type                                         Horiz  Ellip  Dist(km)
 PP1475  -------------------------------------------------------------------
 PP1475  NETWORK                                       0.64   1.22
 PP1475  -------------------------------------------------------------------
 PP1475  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.75   1.42      8.73
 PP1475  -------------------------------------------------------------------
 PP1475  NOTE: Click here for information on individual local accuracy
 PP1475  values and other accuracy information.
 PP1475
 PP1475
 PP1475.The horizontal coordinates were established by GPS observations
 PP1475.and adjusted by the National Geodetic Survey in February 2007.
 PP1475
 PP1475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1475.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1475
 PP1475.The horizontal coordinates are valid at the epoch date displayed above
 PP1475.which is a decimal equivalence of Year/Month/Day.
 PP1475
 PP1475.The orthometric height was determined by differential leveling and
 PP1475.adjusted in June 1991.
 PP1475
 PP1475.Photographs are available for this station.
 PP1475
 PP1475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1475
 PP1475.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1475
 PP1475.The ellipsoidal height was determined by GPS observations
 PP1475.and is referenced to NAD 83.
 PP1475
 PP1475.The dynamic height is computed by dividing the NAVD 88
 PP1475.geopotential number by the normal gravity value computed on the
 PP1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1475.degrees latitude (g = 980.6199 gals.).
 PP1475
 PP1475.The modeled gravity was interpolated from observed gravity values.
 PP1475
 PP1475. The following values were computed from the NAD 83(2007) position.
 PP1475
 PP1475;                    North         East     Units Scale Factor Converg.
 PP1475;SPC MN S     -   292,204.543   876,469.567   MT  0.99992968   +0 40 35.9
 PP1475;SPC MN S     -   958,674.40  2,875,550.57   sFT  0.99992968   +0 40 35.9
 PP1475;UTM  15      - 4,952,487.660   497,255.778   MT  0.99960009   -0 01 27.8
 PP1475
 PP1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1475!SPC MN S     -   0.99996033  x   0.99992968  =   0.99989001
 PP1475!UTM  15      -   0.99996033  x   0.99960009  =   0.99956043
 PP1475
 PP1475:                Primary Azimuth Mark                     Grid Az
 PP1475:SPC MN S     -  COATES RM 2                              350 42 43.2
 PP1475:UTM  15      -  COATES RM 2                              351 24 46.9
 PP1475
 PP1475|---------------------------------------------------------------------|
 PP1475| PID    Reference Object                     Distance      Geod. Az  |
 PP1475|                                                           dddmmss.s |
 PP1475| AE9034 COATES RM 2                         421.891 METERS 3512319.1 |
 PP1475|---------------------------------------------------------------------|
 PP1475
 PP1475                          SUPERSEDED SURVEY CONTROL
 PP1475
 PP1475  NAD 83(1986)-  44 43 32.74480(N)    093 02 04.74625(W) AD(       ) 2
 PP1475  NAD 83(1996)-  44 43 32.75286(N)    093 02 04.75201(W) AD(       ) 1
 PP1475  ELLIP H (01/15/97)  253.089  (m)                       GP(       ) 4 2
 PP1475  NAVD 88 (10/16/09)  281.24   (m)          922.7    (f) LEVELING    3  
 PP1475  NAVD 88 (01/15/97)  281.24   (m)          922.7    (f) LEVELING    3  
 PP1475  NGVD 29 (??/??/92)  281.190  (m)          922.54   (f) ADJ UNCH    2 0
 PP1475
 PP1475.Superseded values are not recommended for survey control.
 PP1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1475.See file dsdata.txt to determine how the superseded data were derived.
 PP1475
 PP1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9725552487(NAD 83)
 PP1475
 PP1475_MARKER: DB = BENCH MARK DISK
 PP1475_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1475_STAMPING: 1906 L 1972
 PP1475_MARK LOGO: MNHD  
 PP1475_PROJECTION: FLUSH
 PP1475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1475+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 PP1475
 PP1475  HISTORY     - Date     Condition        Report By
 PP1475  HISTORY     - 1972     MONUMENTED       MNHD
 PP1475  HISTORY     - 19960322 GOOD             MN-037
 PP1475  HISTORY     - 19960601 GOOD             MNDT
 PP1475  HISTORY     - 19990929 GOOD             MN-037
 PP1475  HISTORY     - 20010331 GOOD             NGS
 PP1475  HISTORY     - 20010915 GOOD             USPSQD
 PP1475  HISTORY     - 20070702 GOOD             MNDT
 PP1475  HISTORY     - 20070709 GOOD             MNDT
 PP1475  HISTORY     - 20090316 GOOD             MNDT
 PP1475
 PP1475                          STATION DESCRIPTION
 PP1475
 PP1475'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1475'0.6 MI N FROM COATES.
 PP1475'MARK IS LOCATED 0.6 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP1475'T.H. 52 AND COUNTY ROAD 48 IN COATES, 0.75 MILES SOUTH OF THE COUNTY
 PP1475'ROAD 42 OVERPASS, 67.4 FEET EAST OF, AND 1 FOOT LOWER THAN THE
 PP1475'CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 114.65, 54.2 FEET
 PP1475'SOUTH OF A TELEPHONE POLE, 5 FEET WEST OF A FENCE LINE, 1.2 FEET SOUTH
 PP1475'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP1475'FLUSH WITH THE GROUND.  NW 1/4 SECTION 31, T 115, R 18.
 PP1475
 PP1475                          STATION RECOVERY (1996)
 PP1475
 PP1475'RECOVERY NOTE BY DAKOTA COUNTY MINNESOTA 1996 (RGS)
 PP1475'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 PP1475'BY ROBERT G.  SOMMER, CHECKED BY J.E.M.
 PP1475
 PP1475                          STATION RECOVERY (1996)
 PP1475
 PP1475'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 PP1475'RECOVERED BY MNDT 1985. THE STATION IS LOCATED ABOUT 0.55 MILE (0.89
 PP1475'KM) NORTH OF THE SMALL TOWN OF COATES, IN THE NW 1/4 OF SECTION 31,
 PP1475'T115N, R19W, ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 52 AT MILEPOINT
 PP1475'114.65. TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 PP1475'TRUNK HIGHWAY 52 IN PINE BEND, GO SOUTH ON TRUNK HIGHWAY 52 FOR 2.8
 PP1475'MILES (4.5 KM) TO THE STATION ON THE LEFT. THE STATION MARK, A
 PP1475'STANDARD MNDT BENCH MARK DISK STAMPED---1906 L 1972---, IS SET IN THE
 PP1475'TOP OF A 6 FOOT (1.8 M) LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH
 PP1475'WITH THE SURFACE OF THE GROUND.  THE MARK IS 67.5 FEET (20.6 M) EAST
 PP1475'OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK HIGHWAY 52, 53.9
 PP1475'FEET (16.4 M) SOUTH-SOUTHWEST OF A WOOD TELEPHONE CABLE MARKER POST,
 PP1475'AND 0.8 FOOT (24.4 CM) NORTH OF A STEEL WITNESS POST. REINFORCING ROD
 PP1475'IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC. THIS STATION IS AN
 PP1475'AZIMUTH MARK FOR STATION COATES MNDT. RECOVERED BY MNDT 1988. THE MARK
 PP1475'WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985. RECOVERED BY
 PP1475'MNDT 1996. THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 PP1475'1985.
 PP1475
 PP1475                          STATION RECOVERY (1999)
 PP1475
 PP1475'RECOVERY NOTE BY DAKOTA COUNTY MINNESOTA 1999 (RGS)
 PP1475'RECOVERD AS DESCRIBED
 PP1475' 
 PP1475'
 PP1475
 PP1475                          STATION RECOVERY (2001)
 PP1475
 PP1475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1475'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1475
 PP1475                          STATION RECOVERY (2001)
 PP1475
 PP1475'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1475'RECOVERED IN GOOD CONDITION.
 PP1475
 PP1475                          STATION RECOVERY (2007)
 PP1475
 PP1475'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WJN)
 PP1475'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF FARMINGTON,
 PP1475'4.9 MI (7.9 KM) NORTHWEST OF VERMILLION AND 0.55 MI (0.9 KM) NORTH OF
 PP1475'COATES.
 PP1475' 
 PP1475'TO REACH TO THE MARK FROM MILE POINT 114.65, ON EAST RIGHT OF WAY OF
 PP1475'TRUNK HIGHWAY 52, 67.5 FT (20.6 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 PP1475'52, 53.9 FT (16.4 M) SOUTH-SOUTHWEST OF WOOD TELEPHONE CABLE MARKER
 PP1475'POST, 0.8 FT (0.2 M) NORTH OF A WITNESS POST.
 PP1475
 PP1475                          STATION RECOVERY (2007)
 PP1475
 PP1475'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1475'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF FARMINGTON,
 PP1475'4.9 MI (7.9 KM) NORTHWEST OF VERMILLION AND 0.6 MI (1.0 KM) NORTH OF
 PP1475'COATES.
 PP1475' 
 PP1475'TO REACH TO THE MARK GO 0.55 MI (0.9 KM) NORTH OF COATES, AT MILE
 PP1475'POINT 114.65, ON EAST RIGHT OF WAY OF TRUNK HIGHWAY 52, 67.5 FT (20.6
 PP1475'M) EAST OF NORTHBOUND TRUNK HIGHWAY 52, 53.9 FT (16.4 M)
 PP1475'SOUTH-SOUTHWEST OF WOOD TELEPHONE CABLE MARKER POST, 0.8 FT (0.2 M)
 PP1475'NORTH OF A WITNESS POST.
 PP1475
 PP1475                          STATION RECOVERY (2009)
 PP1475
 PP1475'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1475'0.55 MILE NORTH OF COATES, AT MILEPOINT 114.65, ON EAST RIGHT-OF-WAY
 PP1475'OF TRUNK HIGHWAY 52, 67.5 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 52,
 PP1475'53.9 FEET SOUTH-SOUTHWEST OF WOOD TELEPHONE CABLE MARKER POST, 0.8
 PP1475'FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1476 ***********************************************************************
 PP1476  DESIGNATION -  1906 M
 PP1476  PID         -  PP1476
 PP1476  STATE/COUNTY-  MN/DAKOTA
 PP1476  COUNTRY     -  US
 PP1476  USGS QUAD   -  COATES (1993)
 PP1476
 PP1476                         *CURRENT SURVEY CONTROL
 PP1476  ______________________________________________________________________
 PP1476* NAD 83(1986) POSITION- 44 44 19.85   (N) 093 02 04.79   (W)   HD_HELD1  
 PP1476* NAVD 88 ORTHO HEIGHT -   272.485  (meters)     893.98  (feet) ADJUSTED  
 PP1476  ______________________________________________________________________
 PP1476  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 PP1476  DYNAMIC HEIGHT  -        272.466 (meters)      893.92  (feet) COMP
 PP1476  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 PP1476
 PP1476  VERT ORDER      -  SECOND    CLASS I
 PP1476
 PP1476.The horizontal coordinates were established by differentially corrected
 PP1476.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1476.
 PP1476.The orthometric height was determined by differential leveling and
 PP1476.adjusted in June 1991.
 PP1476
 PP1476.Photographs are available for this station.
 PP1476
 PP1476.The dynamic height is computed by dividing the NAVD 88
 PP1476.geopotential number by the normal gravity value computed on the
 PP1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1476.degrees latitude (g = 980.6199 gals.).
 PP1476
 PP1476.The modeled gravity was interpolated from observed gravity values.
 PP1476
 PP1476;                    North         East    Units  Estimated Accuracy
 PP1476;SPC MN S     -   293,658.1     876,451.6     MT  (+/- 3 meters HH1 GPS) 
 PP1476
 PP1476                          SUPERSEDED SURVEY CONTROL
 PP1476
 PP1476  NGVD 29 (??/??/92)  272.438  (m)          893.82   (f) ADJ UNCH    2 0
 PP1476
 PP1476.Superseded values are not recommended for survey control.
 PP1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1476.See file dsdata.txt to determine how the superseded data were derived.
 PP1476
 PP1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9725553940(NAD 83)
 PP1476
 PP1476_MARKER: DB = BENCH MARK DISK
 PP1476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1476_SP_SET: BRIDGE ABUTMENT
 PP1476_STAMPING: 1906 M 1972
 PP1476_MARK LOGO: MNHD  
 PP1476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1476+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP1476
 PP1476  HISTORY     - Date     Condition        Report By
 PP1476  HISTORY     - 1972     MONUMENTED       MNHD
 PP1476  HISTORY     - 19971211 GOOD             MNDT
 PP1476  HISTORY     - 20010915 GOOD             USPSQD
 PP1476  HISTORY     - 20020130 GOOD             MNDT
 PP1476  HISTORY     - 20040919 GOOD             USPSQD
 PP1476  HISTORY     - 20070709 GOOD             MNDT
 PP1476
 PP1476                          STATION DESCRIPTION
 PP1476
 PP1476'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1476'1.4 MI N FROM COATES.
 PP1476'MARK IS LOCATED 1.4 MILES NORTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP1476'T.H. 52 AND COUNTY ROAD 42 IN COATES, 0.5 MILES SOUTH OF COUNTY ROAD
 PP1476'38, IN THE SOUTHEAST CORNER OF BRIDGE NO. 19002, T.H. 52 NORTH BOUND
 PP1476'OVER COUNTY ROAD 42 AT T.H. 52 MILE POINT 115.55.  SW 1/4 SECTION 30,
 PP1476'T 115, R 18.  NOTE-- THIS MARK IS ALSO 4.5 MILES WEST ALONG COUNTY
 PP1476'ROAD 42 FROM THE JUNCTION OF COUNTY ROAD 42 AND T.H. 218 IN ROSEMOUNT.
 PP1476
 PP1476                          STATION RECOVERY (1997)
 PP1476
 PP1476'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1476'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP1476
 PP1476                          STATION RECOVERY (2001)
 PP1476
 PP1476'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1476'RECOVERED IN GOOD CONDITION.
 PP1476
 PP1476                          STATION RECOVERY (2002)
 PP1476
 PP1476'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP1476'MARK RECOVERED AS DESCRIBED.
 PP1476
 PP1476                          STATION RECOVERY (2004)
 PP1476
 PP1476'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1476'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 PP1476
 PP1476                          STATION RECOVERY (2007)
 PP1476
 PP1476'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1476'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF SAINT
 PP1476'PAUL PARK, 5.6 MI (9.0 KM) NORTHWEST OF VERMILLION AND 1.5 MI (2.4 KM)
 PP1476'NORTH OF COATES.
 PP1476' 
 PP1476'TO REACH TO THE MARK GO 1.4 MI (2.3 KM) NORTH OF COATES, AT TRUNK
 PP1476'HIGHWAY 52 MILE POINT 115.55, 0.5 MI (0.8 KM) SOUTH OF COUNTY ROAD 38,
 PP1476'IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE 19002 OVER
 PP1476'COUNTY ROAD 42.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8628 ***********************************************************************
 DE8628  DESIGNATION -  1906 N
 DE8628  PID         -  DE8628
 DE8628  STATE/COUNTY-  MN/DAKOTA
 DE8628  COUNTRY     -  US
 DE8628  USGS QUAD   -  COATES (1993)
 DE8628
 DE8628                         *CURRENT SURVEY CONTROL
 DE8628  ______________________________________________________________________
 DE8628* NAD 83(1986) POSITION- 44 44 19.87   (N) 093 02 06.38   (W)   HD_HELD1  
 DE8628* NAVD 88 ORTHO HEIGHT -   272.482  (meters)     893.97  (feet) ADJUSTED  
 DE8628  ______________________________________________________________________
 DE8628  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 DE8628  DYNAMIC HEIGHT  -        272.464 (meters)      893.91  (feet) COMP
 DE8628  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DE8628
 DE8628  VERT ORDER      -  SECOND    CLASS I
 DE8628
 DE8628.The horizontal coordinates were established by differentially corrected
 DE8628.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8628.
 DE8628.The orthometric height was determined by differential leveling and
 DE8628.adjusted in August 2004.
 DE8628
 DE8628.Photographs are available for this station.
 DE8628
 DE8628.The dynamic height is computed by dividing the NAVD 88
 DE8628.geopotential number by the normal gravity value computed on the
 DE8628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8628.degrees latitude (g = 980.6199 gals.).
 DE8628
 DE8628.The modeled gravity was interpolated from observed gravity values.
 DE8628
 DE8628;                    North         East    Units  Estimated Accuracy
 DE8628;SPC MN S     -   293,658.3     876,416.6     MT  (+/- 3 meters HH1 GPS) 
 DE8628
 DE8628                          SUPERSEDED SURVEY CONTROL
 DE8628
 DE8628.No superseded survey control is available for this station.
 DE8628
 DE8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9722053941(NAD 83)
 DE8628
 DE8628_MARKER: DD = SURVEY DISK
 DE8628_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8628_SP_SET: BRIDGE ABUTMENT
 DE8628_STAMPING: 1906 N 1997
 DE8628_MARK LOGO: MNDT  
 DE8628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8628+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 DE8628
 DE8628  HISTORY     - Date     Condition        Report By
 DE8628  HISTORY     - 1997     MONUMENTED       MNDT
 DE8628  HISTORY     - 19971126 GOOD             MNDT
 DE8628  HISTORY     - 20020221 GOOD             MNDT
 DE8628  HISTORY     - 20070709 GOOD             MNDT
 DE8628
 DE8628                          STATION DESCRIPTION
 DE8628
 DE8628'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8628'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.8 MI (4.5 KM)
 DE8628'SOUTH OF PINE BEND, IN ABUT AT SW COR OF SB BRDG NO 19001 OVER CO RD
 DE8628'42, 2.8 MI (4.5 KM) SOUTH ALONG TH 52 FROM JCT OF TH 52 AND 117TH
 DE8628'STREET IN PINE BEND, AT TH 52 MP 115.55, 19.3 FT (5.9 M) WEST OF SB TH
 DE8628'52, 1 FT (0.3 M) WEST OF SW COR OF BRDG.
 DE8628
 DE8628                          STATION RECOVERY (2002)
 DE8628
 DE8628'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE8628'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.8 MI (4.5 KM)
 DE8628'SOUTH OF PINE BEND, IN ABUT AT SW COR OF SB TH 52 BRDG NO 19001 OVER
 DE8628'CO RD 42, 2.8 MI (4.5 KM) SOUTH ALONG TH 52 FROM JCT OF TH 52 AND
 DE8628'117TH STREET IN PINE BEND, AT TH 52 MP 115.55, 19.3 FT (5.9 M) WEST OF
 DE8628'SB TH 52, 1.0 FT (0.3 M) WEST OF SW COR OF BRDG, NOT GOOD FOR GPS.
 DE8628'DISK SET IN BRDG WHEN BUILT IN 1962 THEN STAMPED IN 1997.
 DE8628
 DE8628                          STATION RECOVERY (2007)
 DE8628
 DE8628'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8628'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF SAINT
 DE8628'PAUL PARK, 5.6 MI (9.0 KM) NORTHWEST OF VERMILLION AND 1.5 MI (2.4 KM)
 DE8628'NORTH OF COATES.
 DE8628' 
 DE8628'TO REACH TO THE MARK GO 2.8 MI (4.5 KM) SOUTH OF PINE BEND, AT TRUNK
 DE8628'HIGHWAY 52 MILE POINT 115.55, IN ABUTMENT AT SOUTHWEST CORNER OF
 DE8628'SOUTH-BOUND BRIDGE NUMBER 19001 OVER COUNTY ROAD 42, 2.8 MI (4.5 KM)
 DE8628'SOUTH ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND
 DE8628'117TH STREET IN PINE BEND, 19.3 FT (5.9 M) WEST OF SOUTH-BOUND TRUNK
 DE8628'HIGHWAY 52, 1.0 FT (0.3 M) WEST OF THE SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9118 ***********************************************************************
 DE9118  DESIGNATION -  1906 N 1
 DE9118  PID         -  DE9118
 DE9118  STATE/COUNTY-  MN/DAKOTA
 DE9118  COUNTRY     -  US
 DE9118  USGS QUAD   -  COATES (1993)
 DE9118
 DE9118                         *CURRENT SURVEY CONTROL
 DE9118  ______________________________________________________________________
 DE9118* NAD 83(2007) POSITION- 44 44 21.30712(N) 093 03 16.81595(W)   ADJUSTED  
 DE9118* NAD 83(2007) ELLIP HT-   261.734 (meters)        (10/16/09)   ADJUSTED
 DE9118* NAD 83(2007) EPOCH   -  2002.00
 DE9118* NAVD 88 ORTHO HEIGHT -   289.798  (meters)     950.78  (feet) ADJUSTED  
 DE9118  ______________________________________________________________________
 DE9118  NAD 83(2007) X  -   -241,836.353 (meters)                     COMP
 DE9118  NAD 83(2007) Y  - -4,531,771.572 (meters)                     COMP
 DE9118  NAD 83(2007) Z  -  4,466,996.446 (meters)                     COMP
 DE9118  LAPLACE CORR    -         -9.63  (seconds)                    DEFLEC09
 DE9118  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 DE9118  DYNAMIC HEIGHT  -        289.778 (meters)      950.71  (feet) COMP
 DE9118  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 DE9118
 DE9118  HORZ ORDER      -  FIRST
 DE9118  VERT ORDER      -  SECOND    CLASS I
 DE9118  ELLP ORDER      -  THIRD     CLASS I
 DE9118
 DE9118.The horizontal coordinates were established by GPS observations
 DE9118.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DE9118
 DE9118.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9118.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9118
 DE9118.The horizontal coordinates are valid at the epoch date displayed above
 DE9118.which is a decimal equivalence of Year/Month/Day.
 DE9118
 DE9118.The orthometric height was determined by differential leveling and
 DE9118.adjusted in August 2004.
 DE9118
 DE9118.Photographs are available for this station.
 DE9118
 DE9118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9118
 DE9118.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9118
 DE9118.The ellipsoidal height was determined by GPS observations
 DE9118.and is referenced to NAD 83.
 DE9118
 DE9118.The dynamic height is computed by dividing the NAVD 88
 DE9118.geopotential number by the normal gravity value computed on the
 DE9118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9118.degrees latitude (g = 980.6199 gals.).
 DE9118
 DE9118.The modeled gravity was interpolated from observed gravity values.
 DE9118
 DE9118. The following values were computed from the NAD 83(2007) position.
 DE9118
 DE9118;                    North         East     Units Scale Factor Converg.
 DE9118;SPC MN S     -   293,684.594   874,866.620   MT  0.99993063   +0 39 45.4
 DE9118;SPC MN S     -   963,530.21  2,870,291.57   sFT  0.99993063   +0 39 45.4
 DE9118;UTM  15      - 4,953,986.718   495,671.583   MT  0.99960023   -0 02 18.5
 DE9118
 DE9118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9118!SPC MN S     -   0.99995896  x   0.99993063  =   0.99988960
 DE9118!UTM  15      -   0.99995896  x   0.99960023  =   0.99955921
 DE9118
 DE9118                          SUPERSEDED SURVEY CONTROL
 DE9118
 DE9118  NAVD 88 (10/16/09)  289.80   (m)          950.8    (f) LEVELING    3  
 DE9118
 DE9118.Superseded values are not recommended for survey control.
 DE9118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9118.See file dsdata.txt to determine how the superseded data were derived.
 DE9118
 DE9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9567153986(NAD 83)
 DE9118
 DE9118_MARKER: DD = SURVEY DISK
 DE9118_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9118_STAMPING: 1906 N 1 1997
 DE9118_MARK LOGO: MNDT  
 DE9118_PROJECTION: RECESSED 13 CENTIMETERS
 DE9118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9118+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 DE9118_ROD/PIPE-DEPTH:  8.5 meters
 DE9118
 DE9118  HISTORY     - Date     Condition        Report By
 DE9118  HISTORY     - 1997     MONUMENTED       MNDT
 DE9118  HISTORY     - 20051025 GOOD             MNDT
 DE9118  HISTORY     - 20070627 GOOD             MNDT
 DE9118  HISTORY     - 20090316 GOOD             MNDT
 DE9118
 DE9118                          STATION DESCRIPTION
 DE9118
 DE9118'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE9118'THE MARK IS 1.6 MI (2.6 KM) WEST ALONG CO RD 42 FROM JCT OF CO RD 42
 DE9118'AND TH 52 (ABOUT 1.5 MI (2.4 KM) NORTH OF COATES) , 92.6 FT (28.2 M)
 DE9118'NORTH OF WB CO RD 42, 47.5 FT (14.5 M) EAST OF CO RD 71 (BLAINE AVE)
 DE9118'43.0 FT (13.1 M) NNE OF LIGHT POLE, 35.6 FT (10.9 M) NORTH OF FENCE
 DE9118'CORNER, 2.6 FT (0.8 M) WEST OF N-S CYCLONE FENCE, 2.8 FT (0.9 M) SOUTH
 DE9118'OF WIT POST.
 DE9118
 DE9118                          STATION RECOVERY (2005)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9118'RECOVERED AS DESCRIBED.
 DE9118
 DE9118                          STATION RECOVERY (2007)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9118'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF INVER GROVE
 DE9118'HEIGHTS, 6.2 MI (10.0 KM) NORTHWEST OF VERMILLION AND 1.8 MI (2.9 KM)
 DE9118'NORTH-NORTHWEST OF COATES.
 DE9118' 
 DE9118'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) WEST ALONG COUNTY ROAD 42 FROM
 DE9118'THE JUNCTION OF COUNTY ROAD 42 AND TRUNK HIGHWAY 52, ABOUT 1.5 MI (2.4
 DE9118'KM) NORTH OF COATES, 92.6 FT (28.2 M) NORTH OF COUNTY ROAD 42
 DE9118'WESTBOUND LANE, 47.5 FT (14.5 M) EAST OF COUNTY ROAD 71 (BLAINE
 DE9118'AVENUE), 43.0 FT (13.1 M) NORTH-NORTHEAST OF LIGHT POLE, 35.6 FT (10.9
 DE9118'M) NORTH OF A FENCE CORNER, 2.6 FT (0.8 M) WEST OF NORTH-SOUTH CYCLONE
 DE9118'FENCE, 2.8 FT (0.9 M) SOUTH OF A WITNESS POST.
 DE9118
 DE9118                          STATION RECOVERY (2009)
 DE9118
 DE9118'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE9118'1.0 MILE WEST ALONG COUNTY ROAD 42 FROM JUNCTION OF COUNTY ROAD 42 AND
 DE9118'TRUNK HIGHWAY 52, ABOUT 1.5 MILES NORTH OF COATES, 92.6 FEET NORTH OF
 DE9118'COUNTY ROAD 42 WESTBOUND LANE, 47.5 FEET EAST OF COUNTY ROAD 71
 DE9118'(BLAINE AVENUE), 43.0 FEET NORTH-NORTHEAST OF LIGHT POLE, 35.6 FEET
 DE9118'NORTH OF FENCE CORNER, 2.6 FEET WEST OF NORTH-SOUTH CYCLONE FENCE, 2.8
 DE9118'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9117 ***********************************************************************
 DE9117  DESIGNATION -  1906 N 2
 DE9117  PID         -  DE9117
 DE9117  STATE/COUNTY-  MN/DAKOTA
 DE9117  COUNTRY     -  US
 DE9117  USGS QUAD   -  COATES (1993)
 DE9117
 DE9117                         *CURRENT SURVEY CONTROL
 DE9117  ______________________________________________________________________
 DE9117* NAD 83(1986) POSITION- 44 44 19.     (N) 093 04 28.     (W)   SCALED    
 DE9117* NAVD 88 ORTHO HEIGHT -   285.637  (meters)     937.13  (feet) ADJUSTED  
 DE9117  ______________________________________________________________________
 DE9117  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DE9117  DYNAMIC HEIGHT  -        285.617 (meters)      937.06  (feet) COMP
 DE9117  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DE9117
 DE9117  VERT ORDER      -  SECOND    CLASS I
 DE9117
 DE9117.The horizontal coordinates were scaled from a topographic map and have
 DE9117.an estimated accuracy of +/- 6 seconds.
 DE9117.
 DE9117.The orthometric height was determined by differential leveling and
 DE9117.adjusted in October 2008.
 DE9117
 DE9117.Photographs are available for this station.
 DE9117
 DE9117.The dynamic height is computed by dividing the NAVD 88
 DE9117.geopotential number by the normal gravity value computed on the
 DE9117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9117.degrees latitude (g = 980.6199 gals.).
 DE9117
 DE9117.The modeled gravity was interpolated from observed gravity values.
 DE9117
 DE9117;                    North         East    Units  Estimated Accuracy
 DE9117;SPC MN S     -   293,600.      873,300.      MT  (+/- 180 meters Scaled)
 DE9117
 DE9117                          SUPERSEDED SURVEY CONTROL
 DE9117
 DE9117  NAVD 88 (08/10/04)  285.626  (m)          937.09   (f) SUPERSEDED  2 1
 DE9117
 DE9117.Superseded values are not recommended for survey control.
 DE9117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9117.See file dsdata.txt to determine how the superseded data were derived.
 DE9117
 DE9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK941539(NAD 83)
 DE9117
 DE9117_MARKER: DD = SURVEY DISK
 DE9117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9117_STAMPING: 1906 N 2 1997
 DE9117_MARK LOGO: MNDT  
 DE9117_PROJECTION: RECESSED 3 CENTIMETERS
 DE9117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9117+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DE9117_ROD/PIPE-DEPTH: 12.2 meters
 DE9117
 DE9117  HISTORY     - Date     Condition        Report By
 DE9117  HISTORY     - 1997     MONUMENTED       MNDT
 DE9117  HISTORY     - 20051025 GOOD             MNDT
 DE9117  HISTORY     - 20061025 MARK NOT FOUND   MNDT
 DE9117  HISTORY     - 20090316 MARK NOT FOUND   MNDT
 DE9117
 DE9117                          STATION DESCRIPTION
 DE9117
 DE9117'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE9117'THE MARK IS 1.95 MI (3.14 KM) WEST ALONG CO RD 42 FROM JCT OF TH 52
 DE9117'AND CO RD 42 (ABOUT 1.5 MI (2.4 KM) NORTH OF COATES) , 75.7 FT (23.1
 DE9117'M) SOUTH OF EB CO RD 42, 48.5 FT (14.8 M) EAST OF EAST ENT TO DAKOTA
 DE9117'COUNTY TECHNICAL COLLEGE, 12.4 FT (3.8 M) EAST OF P-POLE, 33.2 FT
 DE9117'(10.1 M) ENE OF P-POLE, 89.0 FT (27.1 M) ESE OF NE COR OF DAKOTA
 DE9117'COUNTY TECHNICAL COLLEGE, 10.9 FT (3.3 M) EAST OF WIT POST.
 DE9117
 DE9117                          STATION RECOVERY (2005)
 DE9117
 DE9117'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9117'RECOVERED AS DESCRIBED.
 DE9117
 DE9117                          STATION RECOVERY (2006)
 DE9117
 DE9117'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 DE9117'THE MARK WAS NOT RECOVERED.
 DE9117
 DE9117                          STATION RECOVERY (2009)
 DE9117
 DE9117'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE9117'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9116 ***********************************************************************
 DE9116  DESIGNATION -  1906 N 3
 DE9116  PID         -  DE9116
 DE9116  STATE/COUNTY-  MN/DAKOTA
 DE9116  COUNTRY     -  US
 DE9116  USGS QUAD   -  COATES (1993)
 DE9116
 DE9116                         *CURRENT SURVEY CONTROL
 DE9116  ______________________________________________________________________
 DE9116* NAD 83(2007) POSITION- 44 44 21.34969(N) 093 05 43.75913(W)   ADJUSTED  
 DE9116* NAD 83(2007) ELLIP HT-   256.474 (meters)        (10/16/09)   ADJUSTED
 DE9116* NAD 83(2007) EPOCH   -  2002.00
 DE9116* NAVD 88 ORTHO HEIGHT -   284.389  (meters)     933.03  (feet) ADJUSTED  
 DE9116  ______________________________________________________________________
 DE9116  NAD 83(2007) X  -   -245,064.477 (meters)                     COMP
 DE9116  NAD 83(2007) Y  - -4,531,593.483 (meters)                     COMP
 DE9116  NAD 83(2007) Z  -  4,466,993.677 (meters)                     COMP
 DE9116  LAPLACE CORR    -         -9.20  (seconds)                    DEFLEC09
 DE9116  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DE9116  DYNAMIC HEIGHT  -        284.370 (meters)      932.97  (feet) COMP
 DE9116  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 DE9116
 DE9116  HORZ ORDER      -  FIRST
 DE9116  VERT ORDER      -  SECOND    CLASS I
 DE9116  ELLP ORDER      -  THIRD     CLASS I
 DE9116
 DE9116.The horizontal coordinates were established by GPS observations
 DE9116.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DE9116
 DE9116.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9116.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9116
 DE9116.The horizontal coordinates are valid at the epoch date displayed above
 DE9116.which is a decimal equivalence of Year/Month/Day.
 DE9116
 DE9116.The orthometric height was determined by differential leveling and
 DE9116.adjusted in August 2004.
 DE9116
 DE9116.Photographs are available for this station.
 DE9116
 DE9116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9116
 DE9116.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9116
 DE9116.The ellipsoidal height was determined by GPS observations
 DE9116.and is referenced to NAD 83.
 DE9116
 DE9116.The dynamic height is computed by dividing the NAVD 88
 DE9116.geopotential number by the normal gravity value computed on the
 DE9116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9116.degrees latitude (g = 980.6199 gals.).
 DE9116
 DE9116.The modeled gravity was interpolated from observed gravity values.
 DE9116
 DE9116. The following values were computed from the NAD 83(2007) position.
 DE9116
 DE9116;                    North         East     Units Scale Factor Converg.
 DE9116;SPC MN S     -   293,649.331   871,634.138   MT  0.99993063   +0 38 02.4
 DE9116;SPC MN S     -   963,414.51  2,859,686.33   sFT  0.99993063   +0 38 02.4
 DE9116;UTM  15      - 4,953,991.012   492,439.979   MT  0.99960070   -0 04 02.0
 DE9116
 DE9116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9116!SPC MN S     -   0.99995979  x   0.99993063  =   0.99989042
 DE9116!UTM  15      -   0.99995979  x   0.99960070  =   0.99956050
 DE9116
 DE9116                          SUPERSEDED SURVEY CONTROL
 DE9116
 DE9116  NAVD 88 (10/16/09)  284.39   (m)          933.0    (f) LEVELING    3  
 DE9116
 DE9116.Superseded values are not recommended for survey control.
 DE9116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9116.See file dsdata.txt to determine how the superseded data were derived.
 DE9116
 DE9116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9243953991(NAD 83)
 DE9116
 DE9116_MARKER: DD = SURVEY DISK
 DE9116_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9116_STAMPING: 1906 N 3 1997
 DE9116_MARK LOGO: MNDT  
 DE9116_PROJECTION: RECESSED 3 CENTIMETERS
 DE9116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9116+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2009
 DE9116_ROD/PIPE-DEPTH: 12.2 meters
 DE9116
 DE9116  HISTORY     - Date     Condition        Report By
 DE9116  HISTORY     - 1997     MONUMENTED       MNDT
 DE9116  HISTORY     - 20051025 GOOD             MNDT
 DE9116  HISTORY     - 20070627 GOOD             MNDT
 DE9116  HISTORY     - 20090316 GOOD             MNDT
 DE9116
 DE9116                          STATION DESCRIPTION
 DE9116
 DE9116'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE9116'THE MARK IS 2.0 MI (3.2 KM) EAST OF ROSEMOUNT, 1.80 MI (2.90 KM) EAST
 DE9116'ALONG CO RD 42 FROM JCT OF CO RD 42 AND TH 3 IN ROSEMOUNT, 24.6 FT
 DE9116'(7.5 M) SOUTH OF WB CO RD 42, 30.8 FT (9.4 M) NORTH OF EB CO RD 42,
 DE9116'94.4 FT (28.8 M) NE OF CONCRETE HIGH TENSION P-POLE, 13.8 FT (4.2 M)
 DE9116'WEST OF DROP INLET, 71.5 FT (21.8 M) SSE OF P-POLE, 50.0 FT (15.2 M)
 DE9116'EAST OF CROSSOVER, 3.5 FT (1.1 M) WEST OF WIT POST.
 DE9116
 DE9116                          STATION RECOVERY (2005)
 DE9116
 DE9116'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DE9116'RECOVERED AS DESCRIBED.
 DE9116
 DE9116                          STATION RECOVERY (2007)
 DE9116
 DE9116'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9116'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHWEST OF VERMILLION,
 DE9116'7.2 MI (11.6 KM) NORTH-NORTHEAST OF FARMINGTON AND 3.4 MI (5.5 KM)
 DE9116'WEST-NORTHWEST OF COATES.
 DE9116' 
 DE9116'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF ROSEMOUNT, 1.80 MI
 DE9116'(2.9 KM) EAST ALONG COUNTY ROAD 42 FROM THE JUNCTION OF COUNTY ROAD 42
 DE9116'AND TRUNK HIGHWAY 3 IN ROSEMOUNT, 24.6 FT (7.5 M) SOUTH OF WESTBOUND
 DE9116'COUNTY ROAD 42, 30.8 FT (9.4 M) NORTH OF EASTBOUND COUNTY ROAD 42,
 DE9116'94.4 FT (28.8 M) NORTHEAST OF CONCRETE HIGH TENSION POWER POLE, 13.8
 DE9116'FT (4.2 M) WEST OF DROP INLET, 71.5 FT (21.8 M) SOUTH-SOUTHEAST OF
 DE9116'POWER POLE, 50.0 FT (15.2 M) EAST OF CROSS-OVER, 2.80 FT (0.9 M)
 DE9116'EAST-NORTHEAST OF A WITNESS POST.
 DE9116
 DE9116                          STATION RECOVERY (2009)
 DE9116
 DE9116'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DE9116'2.0 MILES EAST OF ROSEMOUNT, 1.8 MILES EAST ALONG COUNTY ROAD 42 FROM
 DE9116'JUNCTION OF COUNTY ROAD 42 AND TRUNK HIGHWAY 3 IN ROSEMOUNT, 24.6 FEET
 DE9116'SOUTH OF WESTBOUND COUNTY ROAD 42, 30.8 FEET NORTH OF EASTBOUND COUNTY
 DE9116'ROAD 42, 94.4 FEET NORTHEAST OF CONCRETE HIGH TENSION POWER POLE, 13.8
 DE9116'FEET WEST OF DROP INLET, 50.0 FEET EAST OF CROSSOVER, 2.8 FEET
 DE9116'EAST-NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9115 ***********************************************************************
 DE9115  DESIGNATION -  1906 N 4
 DE9115  PID         -  DE9115
 DE9115  STATE/COUNTY-  MN/DAKOTA
 DE9115  COUNTRY     -  US
 DE9115  USGS QUAD   -  COATES (1993)
 DE9115
 DE9115                         *CURRENT SURVEY CONTROL
 DE9115  ______________________________________________________________________
 DE9115* NAD 83(1986) POSITION- 44 43 58.31   (N) 093 06 50.37   (W)   HD_HELD1  
 DE9115* NAVD 88 ORTHO HEIGHT -   290.650  (meters)     953.57  (feet) ADJUSTED  
 DE9115  ______________________________________________________________________
 DE9115  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DE9115  DYNAMIC HEIGHT  -        290.629 (meters)      953.51  (feet) COMP
 DE9115  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 DE9115
 DE9115  VERT ORDER      -  SECOND    CLASS I
 DE9115
 DE9115.The horizontal coordinates were established by differentially corrected
 DE9115.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE9115.
 DE9115.The orthometric height was determined by differential leveling and
 DE9115.adjusted in August 2004.
 DE9115
 DE9115.Photographs are available for this station.
 DE9115
 DE9115.The dynamic height is computed by dividing the NAVD 88
 DE9115.geopotential number by the normal gravity value computed on the
 DE9115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9115.degrees latitude (g = 980.6199 gals.).
 DE9115
 DE9115.The modeled gravity was interpolated from observed gravity values.
 DE9115
 DE9115;                    North         East    Units  Estimated Accuracy
 DE9115;SPC MN S     -   292,922.2     870,176.5     MT  (+/- 3 meters HH1 GPS) 
 DE9115
 DE9115                          SUPERSEDED SURVEY CONTROL
 DE9115
 DE9115.No superseded survey control is available for this station.
 DE9115
 DE9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9097453281(NAD 83)
 DE9115
 DE9115_MARKER: DD = SURVEY DISK
 DE9115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DE9115_SP_SET: CONCRETE FOOTING
 DE9115_STAMPING: 1906 N 4 1997
 DE9115_MARK LOGO: MNDT  
 DE9115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9115+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DE9115
 DE9115  HISTORY     - Date     Condition        Report By
 DE9115  HISTORY     - 1997     MONUMENTED       MNDT
 DE9115  HISTORY     - 20070627 GOOD             MNDT
 DE9115
 DE9115                          STATION DESCRIPTION
 DE9115
 DE9115'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE9115'THE MARK IS 1.0 MI (1.6 KM) ESE OF ROSEMOUNT, IN FOOTING AT NORTH SIDE
 DE9115'OF HIGH TENSION P-POLE BASE, 0.70 MI (1.13 KM) EAST ALONG CO RD 42
 DE9115'FROM JCT OF TH 3 AND CO RD 42 IN ROSEMOUNT, 41.5 FT (12.6 M) SSE OF EB
 DE9115'CO RD 42, 3.2 FT (1.0 M) NNW OF P-POLE NO TS4GSA, 2.2 FT (0.7 M) SW OF
 DE9115'WIT POST, FLUSH WITH GROUND.
 DE9115
 DE9115                          STATION RECOVERY (2007)
 DE9115
 DE9115'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9115'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF
 DE9115'VERMILLION, 6.5 MI (10.5 KM) NORTH-NORTHEAST OF FARMINGTON AND 4.1 MI
 DE9115'(6.6 KM) WEST-NORTHWEST OF COATES.
 DE9115' 
 DE9115'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) EAST-SOUTHEAST OF ROSEMOUNT,
 DE9115'IN FOOTING AT NORTH SIDE OF HIGH TENSION POWER POLE BASE, 0.70 MI (1.1
 DE9115'KM) EAST ALONG COUNTY ROAD 42 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND
 DE9115'COUNTY ROAD 42 IN ROSEMOUNT, 41.5 FT (12.6 M) SOUTH-SOUTHEAST OF
 DE9115'COUNTY ROAD 42 EASTBOUND LANE, 3.2 FT (1.0 M) NORTH-NORTHWEST OF POWER
 DE9115'POLE TS4GSA, 2.2 FT (0.7 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5950 ***********************************************************************
 DL5950  DESIGNATION -  1906 N 5
 DL5950  PID         -  DL5950
 DL5950  STATE/COUNTY-  MN/DAKOTA
 DL5950  COUNTRY     -  US
 DL5950  USGS QUAD   -  COATES (1993)
 DL5950
 DL5950                         *CURRENT SURVEY CONTROL
 DL5950  ______________________________________________________________________
 DL5950* NAD 83(2007) POSITION- 44 44 21.22632(N) 093 04 28.80041(W)   ADJUSTED  
 DL5950* NAD 83(2007) ELLIP HT-   256.412 (meters)        (10/16/09)   ADJUSTED
 DL5950* NAD 83(2007) EPOCH   -  2002.00
 DL5950* NAVD 88 ORTHO HEIGHT -   284.40   (meters)     933.1   (feet) LEVELING  
 DL5950  ______________________________________________________________________
 DL5950  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DL5950  NAD 83(2007) X  -   -243,417.775 (meters)                     COMP
 DL5950  NAD 83(2007) Y  - -4,531,684.876 (meters)                     COMP
 DL5950  NAD 83(2007) Z  -  4,466,990.929 (meters)                     COMP
 DL5950  LAPLACE CORR    -         -9.48  (seconds)                    DEFLEC09
 DL5950  HORZ ORDER      -  FIRST
 DL5950  VERT ORDER      -  THIRD ?
 DL5950  ELLP ORDER      -  THIRD     CLASS I
 DL5950
 DL5950.The horizontal coordinates were established by GPS observations
 DL5950.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5950
 DL5950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5950.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5950
 DL5950.The horizontal coordinates are valid at the epoch date displayed above
 DL5950.which is a decimal equivalence of Year/Month/Day.
 DL5950
 DL5950.The orthometric height was determined by differential leveling.
 DL5950.The vertical network tie was performed by a horz. field party for horz.
 DL5950.obs reductions. Reset procedures were used to establish the elevation.
 DL5950
 DL5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5950
 DL5950.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5950
 DL5950.The ellipsoidal height was determined by GPS observations
 DL5950.and is referenced to NAD 83.
 DL5950
 DL5950. The following values were computed from the NAD 83(2007) position.
 DL5950
 DL5950;                    North         East     Units Scale Factor Converg.
 DL5950;SPC MN S     -   293,663.980   873,283.131   MT  0.99993063   +0 38 54.9
 DL5950;SPC MN S     -   963,462.57  2,865,096.41   sFT  0.99993063   +0 38 54.9
 DL5950;UTM  15      - 4,953,985.482   494,088.483   MT  0.99960043   -0 03 09.2
 DL5950
 DL5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5950!SPC MN S     -   0.99995980  x   0.99993063  =   0.99989043
 DL5950!UTM  15      -   0.99995980  x   0.99960043  =   0.99956024
 DL5950
 DL5950                          SUPERSEDED SURVEY CONTROL
 DL5950
 DL5950.No superseded survey control is available for this station.
 DL5950
 DL5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9408853985(NAD 83)
 DL5950
 DL5950_MARKER: I = METAL ROD
 DL5950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5950_STAMPING: 1905 N 5 2009
 DL5950_MARK LOGO: MNDT  
 DL5950_PROJECTION: RECESSED 3 CENTIMETERS
 DL5950_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5950+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DL5950_ROD/PIPE-DEPTH: 24.4 meters
 DL5950
 DL5950  HISTORY     - Date     Condition        Report By
 DL5950  HISTORY     - 2009     MONUMENTED       MNDT
 DL5950
 DL5950                          STATION DESCRIPTION
 DL5950
 DL5950'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5950'1.5 MILES NORTH OF COATES, 2.0 MILES WEST ALONG COUNTY ROAD 42 FROM
 DL5950'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 42 (ABOUT 1.5 MILES NORTH
 DL5950'OF COATES), 58.0 FEET NORTH OF COUNTY ROAD 42 WESTBOUND LANE, 10.0
 DL5950'FEET SOUTHWEST OF POWER POLE, 52.8 FEET EAST OF EXTENDED ENTRANCE TO
 DL5950'DAKOTA COUNTY TECHNICAL COLLEGE, 10.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1326 ***********************************************************************
 PP1326  DESIGNATION -  1906 Y
 PP1326  PID         -  PP1326
 PP1326  STATE/COUNTY-  MN/DAKOTA
 PP1326  COUNTRY     -  US
 PP1326  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1326
 PP1326                         *CURRENT SURVEY CONTROL
 PP1326  ______________________________________________________________________
 PP1326* NAD 83(1986) POSITION- 44 45 12.     (N) 093 02 00.     (W)   SCALED    
 PP1326* NAVD 88 ORTHO HEIGHT -   277.759  (meters)     911.28  (feet) ADJUSTED  
 PP1326  ______________________________________________________________________
 PP1326  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 PP1326  DYNAMIC HEIGHT  -        277.741 (meters)      911.22  (feet) COMP
 PP1326  MODELED GRAVITY -    980,546.3   (mgal)                       NAVD 88
 PP1326
 PP1326  VERT ORDER      -  SECOND    CLASS I
 PP1326
 PP1326.The horizontal coordinates were scaled from a topographic map and have
 PP1326.an estimated accuracy of +/- 6 seconds.
 PP1326.
 PP1326.The orthometric height was determined by differential leveling and
 PP1326.adjusted in August 2004.
 PP1326
 PP1326.The dynamic height is computed by dividing the NAVD 88
 PP1326.geopotential number by the normal gravity value computed on the
 PP1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1326.degrees latitude (g = 980.6199 gals.).
 PP1326
 PP1326.The modeled gravity was interpolated from observed gravity values.
 PP1326
 PP1326;                    North         East    Units  Estimated Accuracy
 PP1326;SPC MN S     -   295,270.      876,540.      MT  (+/- 180 meters Scaled)
 PP1326
 PP1326                          SUPERSEDED SURVEY CONTROL
 PP1326
 PP1326  NAVD 88 (06/15/91)  277.771  (m)          911.32   (f) SUPERSEDED  2 0
 PP1326  NGVD 29 (??/??/92)  277.725  (m)          911.17   (f) ADJ UNCH    2 0
 PP1326
 PP1326.Superseded values are not recommended for survey control.
 PP1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1326.See file dsdata.txt to determine how the superseded data were derived.
 PP1326
 PP1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK973555(NAD 83)
 PP1326
 PP1326_MARKER: DB = BENCH MARK DISK
 PP1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1326_STAMPING: 1906 Y 1970
 PP1326_MARK LOGO: MNHD  
 PP1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1326+STABILITY: SURFACE MOTION
 PP1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1326+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 PP1326
 PP1326  HISTORY     - Date     Condition        Report By
 PP1326  HISTORY     - 1970     MONUMENTED       MNDT
 PP1326  HISTORY     - 1970     GOOD             MNDT
 PP1326  HISTORY     - 19971204 POOR             MNDT
 PP1326  HISTORY     - 20010915 GOOD             USPSQD
 PP1326  HISTORY     - 20020130 SEE DESCRIPTION  MNDT
 PP1326  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 PP1326  HISTORY     - 20061107 MARK NOT FOUND   MNDT
 PP1326  HISTORY     - 20090317 MARK NOT FOUND   MNDT
 PP1326
 PP1326                          STATION DESCRIPTION
 PP1326
 PP1326'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1326'1.0 MI S FROM PINE BEND.
 PP1326'MARK IS LOCATED ABOUT 0.5 MILES NORTH OF JUNCTION OF T.H. 52-56 AND
 PP1326'COUNTY ROAD 38, 70 FEET EAST OF T.H. 52, CENTERLINE STATION 587+30,
 PP1326'150 FEET SOUTH OF A TELEPHONE POLE, 40 FEET NORTH OF A TELEPHONE POLE,
 PP1326'1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 PP1326'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 19, T
 PP1326'115N, R 18W.
 PP1326
 PP1326                          STATION RECOVERY (1997)
 PP1326
 PP1326'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 PP1326'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. THE
 PP1326'MARK IS LOCATED ABOUT AT PINE BEND, 1.75 MI (2.82 KM) SOUTH OF JCT TH
 PP1326'52 AND 117TH ST AT TH 52 MP 116. 33 FT (10.1 M) SSE OF P-POLE, 5.5 FT
 PP1326'(1.7 M) WEST OF R/W POST. CONCRETE IS IN POOR CONDITION.
 PP1326
 PP1326                          STATION RECOVERY (2001)
 PP1326
 PP1326'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1326'RECOVERED IN GOOD CONDITION.
 PP1326
 PP1326                          STATION RECOVERY (2002)
 PP1326
 PP1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP1326'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 PP1326'TH 52 MP 116.6, CONCRETE IS IN POOR CONDITION, DISK BENT DOWN ON NORTH
 PP1326'SIDE BUT MARK IS STABLE, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 PP1326
 PP1326                          STATION RECOVERY (2004)
 PP1326
 PP1326'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1326'MARK NOT FOUND, THERE IS A LARGE AMOUNT OF ROAD CONSTRUCTION IN THE
 PP1326'AREA. SPSPS ATD.
 PP1326
 PP1326                          STATION RECOVERY (2006)
 PP1326
 PP1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1326'THE MARK WAS NOT RECOVERED.
 PP1326
 PP1326                          STATION RECOVERY (2009)
 PP1326
 PP1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1326'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1327 ***********************************************************************
 PP1327  DESIGNATION -  1906 Z
 PP1327  PID         -  PP1327
 PP1327  STATE/COUNTY-  MN/DAKOTA
 PP1327  COUNTRY     -  US
 PP1327  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1327
 PP1327                         *CURRENT SURVEY CONTROL
 PP1327  ______________________________________________________________________
 PP1327* NAD 83(1986) POSITION- 44 45 38.     (N) 093 02 03.     (W)   SCALED    
 PP1327* NAVD 88 ORTHO HEIGHT -   273.571  (meters)     897.54  (feet) ADJUSTED  
 PP1327  ______________________________________________________________________
 PP1327  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 PP1327  DYNAMIC HEIGHT  -        273.555 (meters)      897.49  (feet) COMP
 PP1327  MODELED GRAVITY -    980,548.8   (mgal)                       NAVD 88
 PP1327
 PP1327  VERT ORDER      -  SECOND    CLASS 0
 PP1327
 PP1327.The horizontal coordinates were scaled from a topographic map and have
 PP1327.an estimated accuracy of +/- 6 seconds.
 PP1327.
 PP1327.The orthometric height was determined by differential leveling and
 PP1327.adjusted in June 1991.
 PP1327
 PP1327.The dynamic height is computed by dividing the NAVD 88
 PP1327.geopotential number by the normal gravity value computed on the
 PP1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1327.degrees latitude (g = 980.6199 gals.).
 PP1327
 PP1327.The modeled gravity was interpolated from observed gravity values.
 PP1327
 PP1327;                    North         East    Units  Estimated Accuracy
 PP1327;SPC MN S     -   296,070.      876,460.      MT  (+/- 180 meters Scaled)
 PP1327
 PP1327                          SUPERSEDED SURVEY CONTROL
 PP1327
 PP1327  NGVD 29 (??/??/92)  273.526  (m)          897.39   (f) ADJ UNCH    2 0
 PP1327
 PP1327.Superseded values are not recommended for survey control.
 PP1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1327.See file dsdata.txt to determine how the superseded data were derived.
 PP1327
 PP1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972563(NAD 83)
 PP1327
 PP1327_MARKER: DD = SURVEY DISK
 PP1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1327_SP_SET: CULVERT
 PP1327_STAMPING: 1906-Z 1970
 PP1327_MARK LOGO: MNHD  
 PP1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1327+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP1327
 PP1327  HISTORY     - Date     Condition        Report By
 PP1327  HISTORY     - 1970     MONUMENTED       MNDT
 PP1327  HISTORY     - 19971126 MARK NOT FOUND   MNDT
 PP1327  HISTORY     - 20010915 GOOD             USPSQD
 PP1327  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 PP1327  HISTORY     - 20061106 MARK NOT FOUND   MNDT
 PP1327  HISTORY     - 20090317 MARK NOT FOUND   MNDT
 PP1327
 PP1327                          STATION DESCRIPTION
 PP1327
 PP1327'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1327'0.5 MI S FROM PINE BEND.
 PP1327'MARK IS LOCATED ABOUT 1 MILE NORTH OF THE JUNCTION OF T.H. 52-56 AND
 PP1327'COUNTY ROAD 38, 106 FEET WEST OF T.H. 52 CENTERLINE STATION 611+98, IN
 PP1327'THE SOUTHWEST CORNER OF THE WEST HEADWALL OF A 24 INCH BY 126 FEET
 PP1327'SECTIONAL CONCRETE CULVERT.  NW 1/4 SECTION 19, T 115N, R 18W.
 PP1327
 PP1327                          STATION RECOVERY (1997)
 PP1327
 PP1327'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1327'NOT FOUND, NEW CONSTRUCTION.
 PP1327
 PP1327                          STATION RECOVERY (2001)
 PP1327
 PP1327'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1327'RECOVERED IN GOOD CONDITION.
 PP1327
 PP1327                          STATION RECOVERY (2004)
 PP1327
 PP1327'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1327'MARK NOT FOUND, THERE IS A LARGE AMOUNT OF ROAD CONSTRUCTION IN THE
 PP1327'AREA. SPSPS ATD.
 PP1327
 PP1327                          STATION RECOVERY (2006)
 PP1327
 PP1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1327'THE MARK WAS NOT RECOVERED.
 PP1327
 PP1327                          STATION RECOVERY (2009)
 PP1327
 PP1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1327'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1317 ***********************************************************************
 PP1317  DESIGNATION -  1907 A
 PP1317  PID         -  PP1317
 PP1317  STATE/COUNTY-  MN/DAKOTA
 PP1317  COUNTRY     -  US
 PP1317  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1317
 PP1317                         *CURRENT SURVEY CONTROL
 PP1317  ______________________________________________________________________
 PP1317* NAD 83(1986) POSITION- 44 50 00.     (N) 093 04 58.     (W)   SCALED    
 PP1317* NAVD 88 ORTHO HEIGHT -   266.735  (meters)     875.11  (feet) ADJUSTED  
 PP1317  ______________________________________________________________________
 PP1317  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 PP1317  DYNAMIC HEIGHT  -        266.726 (meters)      875.08  (feet) COMP
 PP1317  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 PP1317
 PP1317  VERT ORDER      -  SECOND    CLASS 0
 PP1317
 PP1317.The horizontal coordinates were scaled from a topographic map and have
 PP1317.an estimated accuracy of +/- 6 seconds.
 PP1317.
 PP1317.The orthometric height was determined by differential leveling and
 PP1317.adjusted in June 1991.
 PP1317
 PP1317.The dynamic height is computed by dividing the NAVD 88
 PP1317.geopotential number by the normal gravity value computed on the
 PP1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1317.degrees latitude (g = 980.6199 gals.).
 PP1317
 PP1317.The modeled gravity was interpolated from observed gravity values.
 PP1317
 PP1317;                    North         East    Units  Estimated Accuracy
 PP1317;SPC MN S     -   304,110.      872,520.      MT  (+/- 180 meters Scaled)
 PP1317
 PP1317                          SUPERSEDED SURVEY CONTROL
 PP1317
 PP1317  NGVD 29 (??/??/92)  266.691  (m)          874.97   (f) ADJ UNCH    2 0
 PP1317
 PP1317.Superseded values are not recommended for survey control.
 PP1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1317.See file dsdata.txt to determine how the superseded data were derived.
 PP1317
 PP1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK934644(NAD 83)
 PP1317
 PP1317_MARKER: DD = SURVEY DISK
 PP1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1317_STAMPING: 1907-A 1971
 PP1317_MARK LOGO: MNHD  
 PP1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1317+STABILITY: SURFACE MOTION
 PP1317
 PP1317  HISTORY     - Date     Condition        Report By
 PP1317  HISTORY     - 1971     MONUMENTED       MNDT
 PP1317  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PP1317  HISTORY     - 19961126 MARK NOT FOUND   MNDT
 PP1317  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP1317  HISTORY     - 20040818 MARK NOT FOUND   USPSQD
 PP1317  HISTORY     - 20061129 MARK NOT FOUND   MNDT
 PP1317
 PP1317                          STATION DESCRIPTION
 PP1317
 PP1317'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1317'IN INVER GROVE HEIGHTS.
 PP1317'MARK IS LOCATED 0.2 MILES EAST ALONG TH 52-TH 55 FROM THE JUNCTION OF
 PP1317'TH 55-TH 52 AND TH 3 IN INVER GROVE HEIGHTS, 70 FEET NORTH OF TH 55-TH
 PP1317'52 NORTHBOUND CENTERLINE STATION 165 + 93, 17 FEET SOUTHWEST OF THE
 PP1317'CENTERLINE OF A MOTEL ENTRANCE (CLOVERLEAF) 8 FEET WEST OF THE SERVICE
 PP1317'DRIVE END, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP1317'GROUND.  NW 1/4 SECTION 17, T 27N, R 22W.  NOTE-- B M CHECKPOINT IS
 PP1317'THE TOP OF THE WEST END OF A 24 INCH METAL CULVERT UNDER THE ENTRANCE
 PP1317'TO THE CLOVERLEAF MOTEL, 30 FEET SOUTH OF AND 1.4520 METERS LOWER THAN
 PP1317'BENCH MARK 1907-A.
 PP1317
 PP1317                          STATION RECOVERY (1986)
 PP1317
 PP1317'RECOVERY NOTE BY US POWER SQUADRON 1986 (NM)
 PP1317'MARK NOT FOUND.
 PP1317
 PP1317                          STATION RECOVERY (1996)
 PP1317
 PP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DAS)
 PP1317'NOT FOUND, NEW CONSTRUCTION.
 PP1317
 PP1317                          STATION RECOVERY (2001)
 PP1317
 PP1317'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1317'MARK NOT FOUND.
 PP1317
 PP1317                          STATION RECOVERY (2004)
 PP1317
 PP1317'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1317'MARK NOT FOUND. SPSPS RT
 PP1317
 PP1317                          STATION RECOVERY (2006)
 PP1317
 PP1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1317'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5958 ***********************************************************************
 DL5958  DESIGNATION -  1907 AA RESET
 DL5958  PID         -  DL5958
 DL5958  STATE/COUNTY-  MN/DAKOTA
 DL5958  COUNTRY     -  US
 DL5958  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DL5958
 DL5958                         *CURRENT SURVEY CONTROL
 DL5958  ______________________________________________________________________
 DL5958* NAD 83(2007) POSITION- 44 47 08.24222(N) 093 02 03.64578(W)   ADJUSTED  
 DL5958* NAD 83(2007) ELLIP HT-   256.901 (meters)        (10/16/09)   ADJUSTED
 DL5958* NAD 83(2007) EPOCH   -  2002.00
 DL5958* NAVD 88 ORTHO HEIGHT -   284.87   (meters)     934.6   (feet) LEVELING  
 DL5958  ______________________________________________________________________
 DL5958  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DL5958  NAD 83(2007) X  -   -240,036.473 (meters)                     COMP
 DL5958  NAD 83(2007) Y  - -4,528,229.964 (meters)                     COMP
 DL5958  NAD 83(2007) Z  -  4,470,652.033 (meters)                     COMP
 DL5958  LAPLACE CORR    -        -10.31  (seconds)                    DEFLEC09
 DL5958  HORZ ORDER      -  FIRST
 DL5958  VERT ORDER      -  THIRD ?
 DL5958  ELLP ORDER      -  THIRD     CLASS I
 DL5958
 DL5958.The horizontal coordinates were established by GPS observations
 DL5958.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5958
 DL5958.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5958.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5958
 DL5958.The horizontal coordinates are valid at the epoch date displayed above
 DL5958.which is a decimal equivalence of Year/Month/Day.
 DL5958
 DL5958.The orthometric height was determined by differential leveling.
 DL5958.The vertical network tie was performed by a horz. field party for horz.
 DL5958.obs reductions. Reset procedures were used to establish the elevation.
 DL5958
 DL5958.Photographs are available for this station.
 DL5958
 DL5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5958
 DL5958.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5958
 DL5958.The ellipsoidal height was determined by GPS observations
 DL5958.and is referenced to NAD 83.
 DL5958
 DL5958. The following values were computed from the NAD 83(2007) position.
 DL5958
 DL5958;                    North         East     Units Scale Factor Converg.
 DL5958;SPC MN S     -   298,855.762   876,415.346   MT  0.99993431   +0 40 36.7
 DL5958;SPC MN S     -   980,495.95  2,875,372.68   sFT  0.99993431   +0 40 36.7
 DL5958;UTM  15      - 4,959,136.837   497,282.931   MT  0.99960009   -0 01 27.1
 DL5958
 DL5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5958!SPC MN S     -   0.99995972  x   0.99993431  =   0.99989403
 DL5958!UTM  15      -   0.99995972  x   0.99960009  =   0.99955983
 DL5958
 DL5958:                Primary Azimuth Mark                     Grid Az
 DL5958:SPC MN S     -  PIKES                                    345 10 17.5
 DL5958:UTM  15      -  PIKES                                    345 52 21.3
 DL5958
 DL5958|---------------------------------------------------------------------|
 DL5958| PID    Reference Object                     Distance      Geod. Az  |
 DL5958|                                                           dddmmss.s |
 DL5958| AC5072 PIKES                               479.895 METERS 3455054.2 |
 DL5958|---------------------------------------------------------------------|
 DL5958
 DL5958                          SUPERSEDED SURVEY CONTROL
 DL5958
 DL5958.No superseded survey control is available for this station.
 DL5958
 DL5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9728259136(NAD 83)
 DL5958
 DL5958_MARKER: I = METAL ROD
 DL5958_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5958_STAMPING: 1907 AA 1997 2009
 DL5958_MARK LOGO: MNDT  
 DL5958_PROJECTION: RECESSED 8 CENTIMETERS
 DL5958_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5958+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2009
 DL5958_ROD/PIPE-DEPTH: 10.4 meters
 DL5958
 DL5958  HISTORY     - Date     Condition        Report By
 DL5958  HISTORY     - 20090427 MONUMENTED       MNDT
 DL5958
 DL5958                          STATION DESCRIPTION
 DL5958
 DL5958'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5958'0.4 MILE NORTH OF PINE BEND, 0.4 MILE NORTH ALONG TRUNK HIGHWAYS 52
 DL5958'AND 55 FROM THE JUNCTION OF 117TH STREET IN INVER GROVE HEIGHTS, AT
 DL5958'TRUNK HIGHWAY 52 MILEPOINT 118.85, 66.5 FEET EAST OF NORTHBOUND LANE,
 DL5958'79.2 FEET SOUTH OF TELEPHONE PEDESTAL, 63.1 FEET WEST OF FRONTAGE
 DL5958'ROAD, 33.3 FEET WEST OF HIGH TENSION POWER POLE NUMBER 008, 1.6 FEET
 DL5958'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8631 ***********************************************************************
 DE8631  DESIGNATION -  1907 AB
 DE8631  PID         -  DE8631
 DE8631  STATE/COUNTY-  MN/DAKOTA
 DE8631  COUNTRY     -  US
 DE8631  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8631
 DE8631                         *CURRENT SURVEY CONTROL
 DE8631  ______________________________________________________________________
 DE8631* NAD 83(1986) POSITION- 44 47 46.92   (N) 093 02 17.47   (W)   HD_HELD1  
 DE8631* NAVD 88 ORTHO HEIGHT -   272.870  (meters)     895.24  (feet) ADJUSTED  
 DE8631  ______________________________________________________________________
 DE8631  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DE8631  DYNAMIC HEIGHT  -        272.858 (meters)      895.20  (feet) COMP
 DE8631  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 DE8631
 DE8631  VERT ORDER      -  SECOND    CLASS I
 DE8631
 DE8631.The horizontal coordinates were established by differentially corrected
 DE8631.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8631.
 DE8631.The orthometric height was determined by differential leveling and
 DE8631.adjusted in August 2004.
 DE8631
 DE8631.Photographs are available for this station.
 DE8631
 DE8631.The dynamic height is computed by dividing the NAVD 88
 DE8631.geopotential number by the normal gravity value computed on the
 DE8631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8631.degrees latitude (g = 980.6199 gals.).
 DE8631
 DE8631.The modeled gravity was interpolated from observed gravity values.
 DE8631
 DE8631;                    North         East    Units  Estimated Accuracy
 DE8631;SPC MN S     -   300,046.0     876,097.4     MT  (+/- 3 meters HH1 GPS) 
 DE8631
 DE8631                          SUPERSEDED SURVEY CONTROL
 DE8631
 DE8631.No superseded survey control is available for this station.
 DE8631
 DE8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9697960330(NAD 83)
 DE8631
 DE8631_MARKER: DB = BENCH MARK DISK
 DE8631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8631_SP_SET: BRIDGE ABUTMENT
 DE8631_STAMPING: 1907 AB 1997
 DE8631_MARK LOGO: MNDT  
 DE8631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8631+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 DE8631
 DE8631  HISTORY     - Date     Condition        Report By
 DE8631  HISTORY     - 1997     MONUMENTED       MNDT
 DE8631  HISTORY     - 19971126 GOOD             MNDT
 DE8631  HISTORY     - 20040918 GOOD             USPSQD
 DE8631  HISTORY     - 20051130 GOOD             USPSQD
 DE8631  HISTORY     - 20070709 GOOD             MNDT
 DE8631
 DE8631                          STATION DESCRIPTION
 DE8631
 DE8631'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8631'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.1 MI (1.8 KM)
 DE8631'NORTH OF PINE BEND, IN ABUT AT SW COR OF SB TH 52 BRDG NO 19078 OVER
 DE8631'RR TRACKS, 1.15 MI (1.85 KM) NORTH ALONG TH 52 FROM JCT OF TH 52 AND
 DE8631'117TH STREET IN PINE BEND, AT TH 52 MP 119.6, 25.2 FT (7.7 M) WEST OF
 DE8631'SB TH 52.  DISK SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED IN 1997.
 DE8631
 DE8631                          STATION RECOVERY (2004)
 DE8631
 DE8631'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8631'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8631
 DE8631                          STATION RECOVERY (2005)
 DE8631
 DE8631'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8631'RECOVERED IN GOOD CONDITION.
 DE8631
 DE8631                          STATION RECOVERY (2007)
 DE8631
 DE8631'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8631'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH OF COATES, 3.9 MI (6.3
 DE8631'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.6 MI (5.8 KM) SOUTH OF INVER
 DE8631'GROVE HEIGHTS.
 DE8631' 
 DE8631'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) NORTH OF PINE BEND, IN
 DE8631'ABUTMENT AT SOUTHWEST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 52 BRIDGE
 DE8631'NUMBER 19078 OVER RAILROAD TRACKS, 1.15 MI (1.9 KM) NORTH ALONG TRUNK
 DE8631'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN
 DE8631'PINE BEND, AT TRUNK HIGHWAY 52 MILE POINT 119.6, 25.2 FT (7.7 M) WEST
 DE8631'OF SOUTH-BOUND TRUNK HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8632 ***********************************************************************
 DE8632  DESIGNATION -  1907 AC
 DE8632  PID         -  DE8632
 DE8632  STATE/COUNTY-  MN/DAKOTA
 DE8632  COUNTRY     -  US
 DE8632  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8632
 DE8632                         *CURRENT SURVEY CONTROL
 DE8632  ______________________________________________________________________
 DE8632* NAD 83(1986) POSITION- 44 48 06.32   (N) 093 02 21.51   (W)   HD_HELD1  
 DE8632* NAVD 88 ORTHO HEIGHT -   274.673  (meters)     901.16  (feet) ADJUSTED  
 DE8632  ______________________________________________________________________
 DE8632  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 DE8632  DYNAMIC HEIGHT  -        274.661 (meters)      901.12  (feet) COMP
 DE8632  MODELED GRAVITY -    980,564.6   (mgal)                       NAVD 88
 DE8632
 DE8632  VERT ORDER      -  SECOND    CLASS I
 DE8632
 DE8632.The horizontal coordinates were established by differentially corrected
 DE8632.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8632.
 DE8632.The orthometric height was determined by differential leveling and
 DE8632.adjusted in August 2004.
 DE8632
 DE8632.Photographs are available for this station.
 DE8632
 DE8632.The dynamic height is computed by dividing the NAVD 88
 DE8632.geopotential number by the normal gravity value computed on the
 DE8632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8632.degrees latitude (g = 980.6199 gals.).
 DE8632
 DE8632.The modeled gravity was interpolated from observed gravity values.
 DE8632
 DE8632;                    North         East    Units  Estimated Accuracy
 DE8632;SPC MN S     -   300,643.7     876,001.6     MT  (+/- 3 meters HH1 GPS) 
 DE8632
 DE8632                          SUPERSEDED SURVEY CONTROL
 DE8632
 DE8632.No superseded survey control is available for this station.
 DE8632
 DE8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9689160929(NAD 83)
 DE8632
 DE8632_MARKER: DB = BENCH MARK DISK
 DE8632_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8632_SP_SET: BRIDGE ABUTMENT
 DE8632_STAMPING: 1907 AC 1997
 DE8632_MARK LOGO: MNDT  
 DE8632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8632+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 DE8632
 DE8632  HISTORY     - Date     Condition        Report By
 DE8632  HISTORY     - 1997     MONUMENTED       MNDT
 DE8632  HISTORY     - 19971126 GOOD             MNDT
 DE8632  HISTORY     - 20040918 GOOD             USPSQD
 DE8632  HISTORY     - 20051130 GOOD             USPSQD
 DE8632  HISTORY     - 20070709 GOOD             MNDT
 DE8632
 DE8632                          STATION DESCRIPTION
 DE8632
 DE8632'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8632'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8632'NORTH OF PINE BEND, IN ABUT AT SE COR OF SB TH 52 BRDG OVER RR TRACKS,
 DE8632'1.55 MI (2.49 KM) NORTH ALONG TH 52 FROM JCT OF TH 52 AND 117TH STREET
 DE8632'IN PINE BEND AT TH 52 MP 119.95, 25.0 FT (7.6 M) EAST OF SB TH 52.
 DE8632'THE DISK WAS SET IN BRDG WHEN BUILT IN 1978 THEN STAMPED IN 1997.
 DE8632
 DE8632                          STATION RECOVERY (2004)
 DE8632
 DE8632'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8632'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8632
 DE8632                          STATION RECOVERY (2005)
 DE8632
 DE8632'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8632'RECOVERED IN GOOD CONDITION.
 DE8632
 DE8632                          STATION RECOVERY (2007)
 DE8632
 DE8632'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8632'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF COATES, 3.7 MI (6.0
 DE8632'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.2 MI (5.1 KM) SOUTH OF INVER
 DE8632'GROVE HEIGHTS.
 DE8632' 
 DE8632'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTH OF PINE BEND, IN
 DE8632'ABUTMENT AT SOUTHEAST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 52 BRIDGE
 DE8632'OVER RAILROAD TRACKS, 1.55 MI (2.5 KM) NORTH ALONG TRUNK HIGHWAY 52
 DE8632'FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN PINE BEND,
 DE8632'AT TRUNK HIGHWAY 52 MILE POINT 119.95, 25.0 FT (7.6 M) EAST OF
 DE8632'SOUTH-BOUND TRUNK HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8633 ***********************************************************************
 DE8633  DESIGNATION -  1907 AD
 DE8633  PID         -  DE8633
 DE8633  STATE/COUNTY-  MN/DAKOTA
 DE8633  COUNTRY     -  US
 DE8633  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8633
 DE8633                         *CURRENT SURVEY CONTROL
 DE8633  ______________________________________________________________________
 DE8633* NAD 83(1986) POSITION- 44 48 56.64   (N) 093 02 39.33   (W)   HD_HELD1  
 DE8633* NAVD 88 ORTHO HEIGHT -   288.125  (meters)     945.29  (feet) ADJUSTED  
 DE8633  ______________________________________________________________________
 DE8633  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DE8633  DYNAMIC HEIGHT  -        288.114 (meters)      945.25  (feet) COMP
 DE8633  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 DE8633
 DE8633  VERT ORDER      -  SECOND    CLASS I
 DE8633
 DE8633.The horizontal coordinates were established by differentially corrected
 DE8633.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8633.
 DE8633.The orthometric height was determined by differential leveling and
 DE8633.adjusted in August 2004.
 DE8633
 DE8633.Photographs are available for this station.
 DE8633
 DE8633.The dynamic height is computed by dividing the NAVD 88
 DE8633.geopotential number by the normal gravity value computed on the
 DE8633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8633.degrees latitude (g = 980.6199 gals.).
 DE8633
 DE8633.The modeled gravity was interpolated from observed gravity values.
 DE8633
 DE8633;                    North         East    Units  Estimated Accuracy
 DE8633;SPC MN S     -   302,192.2     875,591.9     MT  (+/- 3 meters HH1 GPS) 
 DE8633
 DE8633                          SUPERSEDED SURVEY CONTROL
 DE8633
 DE8633.No superseded survey control is available for this station.
 DE8633
 DE8633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9650062481(NAD 83)
 DE8633
 DE8633_MARKER: DD = SURVEY DISK
 DE8633_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8633_SP_SET: BRIDGE RAILING
 DE8633_STAMPING: 1907 AD 1997
 DE8633_MARK LOGO: MNDT  
 DE8633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8633+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8633
 DE8633  HISTORY     - Date     Condition        Report By
 DE8633  HISTORY     - 1994     MONUMENTED       MNDT
 DE8633  HISTORY     - 19971126 GOOD             MNDT
 DE8633  HISTORY     - 20040918 GOOD             USPSQD
 DE8633  HISTORY     - 20051130 GOOD             USPSQD
 DE8633  HISTORY     - 20070703 GOOD             MNDT
 DE8633
 DE8633                          STATION DESCRIPTION
 DE8633
 DE8633'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8633'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.5 MI (4.0 KM)
 DE8633'SOUTH OF INVER GROVE HEIGHTS, IN RAILING AT SW COR OF NB TH 52 BRDG N0
 DE8633'19047 OVER CO RD 56, 2.60 MI (4.18 KM) NORTH ALONG TH 52 FROM JCT OF
 DE8633'TH 52 AND 117TH STREET IN PINE BEND, AT TH 52 MP 121.0, 37.0 FT (11.3
 DE8633'M) WEST OF NB TH 52, 3.6 FT (1.1 M) NORTH OF SOUTH END OF RAILING.
 DE8633'THE DISK WAS SET IN BRDG WHEN BUILT IN 1994 THEN STAMPED IN 1997.
 DE8633
 DE8633                          STATION RECOVERY (2004)
 DE8633
 DE8633'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8633'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8633
 DE8633                          STATION RECOVERY (2005)
 DE8633
 DE8633'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8633'RECOVERED IN GOOD CONDITION.
 DE8633
 DE8633                          STATION RECOVERY (2007)
 DE8633
 DE8633'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8633'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF COATES, 3.2 MI
 DE8633'(5.1 KM) SOUTHWEST OF SAINT PAUL PARK AND 2.2 MI (3.5 KM) SOUTH OF
 DE8633'INVER GROVE HEIGHTS.
 DE8633' 
 DE8633'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTH OF INVER GROVE HEIGHTS,
 DE8633'IN RAILING AT SOUTHWEST CORNER OF NORTHBOUND TRUNK HIGHWAY 52 BRIDGE
 DE8633'NUMBER 19047 OVER COUNTY ROAD 56, 2.60 MI (4.2 KM) NORTH ALONG TRUNK
 DE8633'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND 117TH STREET IN
 DE8633'PINE BEND, AT TRUNK HIGHWAY MILE POINT 121.0, 37.0 FT (11.3 M) WEST OF
 DE8633'NORTHBOUND TRUNK HIGHWAY 52, 3.6 FT (1.1 M) NORTH OF SOUTH END OF
 DE8633'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8634 ***********************************************************************
 DE8634  DESIGNATION -  1907 AE
 DE8634  PID         -  DE8634
 DE8634  STATE/COUNTY-  MN/DAKOTA
 DE8634  COUNTRY     -  US
 DE8634  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8634
 DE8634                         *CURRENT SURVEY CONTROL
 DE8634  ______________________________________________________________________
 DE8634* NAD 83(1986) POSITION- 44 48 55.82   (N) 093 02 40.49   (W)   HD_HELD1  
 DE8634* NAVD 88 ORTHO HEIGHT -   288.150  (meters)     945.37  (feet) ADJUSTED  
 DE8634  ______________________________________________________________________
 DE8634  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DE8634  DYNAMIC HEIGHT  -        288.139 (meters)      945.34  (feet) COMP
 DE8634  MODELED GRAVITY -    980,569.9   (mgal)                       NAVD 88
 DE8634
 DE8634  VERT ORDER      -  SECOND    CLASS I
 DE8634
 DE8634.The horizontal coordinates were established by differentially corrected
 DE8634.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8634.
 DE8634.The orthometric height was determined by differential leveling and
 DE8634.adjusted in August 2004.
 DE8634
 DE8634.Photographs are available for this station.
 DE8634
 DE8634.The dynamic height is computed by dividing the NAVD 88
 DE8634.geopotential number by the normal gravity value computed on the
 DE8634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8634.degrees latitude (g = 980.6199 gals.).
 DE8634
 DE8634.The modeled gravity was interpolated from observed gravity values.
 DE8634
 DE8634;                    North         East    Units  Estimated Accuracy
 DE8634;SPC MN S     -   302,166.6     875,566.7     MT  (+/- 3 meters HH1 GPS) 
 DE8634
 DE8634                          SUPERSEDED SURVEY CONTROL
 DE8634
 DE8634.No superseded survey control is available for this station.
 DE8634
 DE8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9647562456(NAD 83)
 DE8634
 DE8634_MARKER: DD = SURVEY DISK
 DE8634_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8634_SP_SET: BRIDGE RAILING
 DE8634_STAMPING: 1907 AE 1997
 DE8634_MARK LOGO: MNDT  
 DE8634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8634+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8634
 DE8634  HISTORY     - Date     Condition        Report By
 DE8634  HISTORY     - 1994     MONUMENTED       MNDT
 DE8634  HISTORY     - 19971126 GOOD             MNDT
 DE8634  HISTORY     - 20040918 GOOD             USPSQD
 DE8634  HISTORY     - 20051130 GOOD             USPSQD
 DE8634  HISTORY     - 20070703 GOOD             MNDT
 DE8634
 DE8634                          STATION DESCRIPTION
 DE8634
 DE8634'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8634'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 DE8634'SOUTH OF INVER GROVE HEIGHTS, AT JCT OF TH 52, TH 55 AND CO RD 56, AT
 DE8634'TH 52 MP 121.0, 55.2 FT (16.8 M) WSW OF SB TH 52, 4.3 FT (1.3 M) NNW
 DE8634'OF SOUTH END OF RAILING OF BRDG NO 19048.  DISK WAS SET IN BRDG WHEN
 DE8634'BUILT IN 1994 THEN STAMPED IN 1997.
 DE8634
 DE8634                          STATION RECOVERY (2004)
 DE8634
 DE8634'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8634'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8634
 DE8634                          STATION RECOVERY (2005)
 DE8634
 DE8634'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8634'RECOVERED IN GOOD CONDITION.
 DE8634
 DE8634                          STATION RECOVERY (2007)
 DE8634
 DE8634'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8634'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF COATES, 3.2 MI
 DE8634'(5.1 KM) SOUTHWEST OF SAINT PAUL PARK AND 2.3 MI (3.7 KM) SOUTH OF
 DE8634'INVER GROVE HEIGHTS.
 DE8634' 
 DE8634'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) SOUTH OF INVER GROVE HEIGHTS,
 DE8634'AT THE JUNCTION OF TRUNK HIGHWAY 52, 121.0, FT (36.9 M)
 DE8634'NORTH-NORTHWEST OF SOUTH END OF RAILING, SOUTHEAST CORNER OF
 DE8634'SOUTHBOUND TRUNK HIGHWAY 55 BRIDGE OVER COUNTY ROAD 56
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8635 ***********************************************************************
 DE8635  DESIGNATION -  1907 AF
 DE8635  PID         -  DE8635
 DE8635  STATE/COUNTY-  MN/DAKOTA
 DE8635  COUNTRY     -  US
 DE8635  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8635
 DE8635                         *CURRENT SURVEY CONTROL
 DE8635  ______________________________________________________________________
 DE8635* NAD 83(1986) POSITION- 44 49 24.68   (N) 093 03 24.91   (W)   HD_HELD1  
 DE8635* NAVD 88 ORTHO HEIGHT -   287.726  (meters)     943.98  (feet) ADJUSTED  
 DE8635  ______________________________________________________________________
 DE8635  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 DE8635  DYNAMIC HEIGHT  -        287.715 (meters)      943.95  (feet) COMP
 DE8635  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 DE8635
 DE8635  VERT ORDER      -  SECOND    CLASS I
 DE8635
 DE8635.The horizontal coordinates were established by differentially corrected
 DE8635.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8635.
 DE8635.The orthometric height was determined by differential leveling and
 DE8635.adjusted in August 2004.
 DE8635
 DE8635.Photographs are available for this station.
 DE8635
 DE8635.The dynamic height is computed by dividing the NAVD 88
 DE8635.geopotential number by the normal gravity value computed on the
 DE8635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8635.degrees latitude (g = 980.6199 gals.).
 DE8635
 DE8635.The modeled gravity was interpolated from observed gravity values.
 DE8635
 DE8635;                    North         East    Units  Estimated Accuracy
 DE8635;SPC MN S     -   303,046.0     874,580.5     MT  (+/- 3 meters HH1 GPS) 
 DE8635
 DE8635                          SUPERSEDED SURVEY CONTROL
 DE8635
 DE8635.No superseded survey control is available for this station.
 DE8635
 DE8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9550063347(NAD 83)
 DE8635
 DE8635_MARKER: DV = VERTICAL CONTROL DISK
 DE8635_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8635_SP_SET: BRIDGE RAILING
 DE8635_STAMPING: 1907 AF 1997
 DE8635_MARK LOGO: MNDT  
 DE8635_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8635+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8635
 DE8635  HISTORY     - Date     Condition        Report By
 DE8635  HISTORY     - 1992     MONUMENTED       MNDT
 DE8635  HISTORY     - 19971126 GOOD             MNDT
 DE8635  HISTORY     - 20040919 GOOD             USPSQD
 DE8635  HISTORY     - 20051130 GOOD             USPSQD
 DE8635  HISTORY     - 20070703 GOOD             MNDT
 DE8635
 DE8635                          STATION DESCRIPTION
 DE8635
 DE8635'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8635'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8635'SW OF INVER GROVE HEIGHTS, AT JCT OF TH 55 AND TH 52, IN RAILING AT SW
 DE8635'COR OF TH 55 BRDG NO 19023 OVER SB TH 52, 18.6 FT (5.7 M) SW OF WB TH
 DE8635'55, 65.4 FT (19.9 M) NW OF SE END OF RAILING.  DISK WAS SET IN BRDG
 DE8635'WHEN BUILT IN 1992 THEN STAMPED IN 1997.
 DE8635
 DE8635                          STATION RECOVERY (2004)
 DE8635
 DE8635'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 DE8635'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 DE8635
 DE8635                          STATION RECOVERY (2005)
 DE8635
 DE8635'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8635'RECOVERED IN GOOD CONDITION.
 DE8635
 DE8635                          STATION RECOVERY (2007)
 DE8635
 DE8635'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8635'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH OF COATES, 3.5 MI
 DE8635'(5.6 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM)
 DE8635'SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8635' 
 DE8635'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE
 DE8635'HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52, IN
 DE8635'RAILING AT SOUTHEAST CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 19023
 DE8635'OVER SOUTH-BOUND TRUNK HIGHWAY 52, 18.6 FT (5.7 M) SOUTHWEST OF WEST
 DE8635'BOUND TRUNK HIGHWAY 55, 65.4 FT (19.9 M) NORTHWEST OF SOUTHEAST END OF
 DE8635'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8636 ***********************************************************************
 DE8636  DESIGNATION -  1907 AG
 DE8636  PID         -  DE8636
 DE8636  STATE/COUNTY-  MN/DAKOTA
 DE8636  COUNTRY     -  US
 DE8636  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8636
 DE8636                         *CURRENT SURVEY CONTROL
 DE8636  ______________________________________________________________________
 DE8636* NAD 83(1986) POSITION- 44 49 26.77   (N) 093 03 30.28   (W)   HD_HELD1  
 DE8636* NAVD 88 ORTHO HEIGHT -   288.076  (meters)     945.13  (feet) ADJUSTED  
 DE8636  ______________________________________________________________________
 DE8636  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 DE8636  DYNAMIC HEIGHT  -        288.066 (meters)      945.10  (feet) COMP
 DE8636  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 DE8636
 DE8636  VERT ORDER      -  SECOND    CLASS I
 DE8636
 DE8636.The horizontal coordinates were established by differentially corrected
 DE8636.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8636.
 DE8636.The orthometric height was determined by differential leveling and
 DE8636.adjusted in August 2004.
 DE8636
 DE8636.Photographs are available for this station.
 DE8636
 DE8636.The dynamic height is computed by dividing the NAVD 88
 DE8636.geopotential number by the normal gravity value computed on the
 DE8636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8636.degrees latitude (g = 980.6199 gals.).
 DE8636
 DE8636.The modeled gravity was interpolated from observed gravity values.
 DE8636
 DE8636;                    North         East    Units  Estimated Accuracy
 DE8636;SPC MN S     -   303,109.2     874,461.8     MT  (+/- 3 meters HH1 GPS) 
 DE8636
 DE8636                          SUPERSEDED SURVEY CONTROL
 DE8636
 DE8636.No superseded survey control is available for this station.
 DE8636
 DE8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9538263412(NAD 83)
 DE8636
 DE8636_MARKER: DV = VERTICAL CONTROL DISK
 DE8636_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8636_SP_SET: BRIDGE RAILING
 DE8636_STAMPING: 1907 AG 1997
 DE8636_MARK LOGO: MNDT  
 DE8636_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8636+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8636
 DE8636  HISTORY     - Date     Condition        Report By
 DE8636  HISTORY     - 1992     MONUMENTED       MNDT
 DE8636  HISTORY     - 19971126 GOOD             MNDT
 DE8636  HISTORY     - 20040919 GOOD             USPSQD
 DE8636  HISTORY     - 20051130 GOOD             USPSQD
 DE8636  HISTORY     - 20070703 GOOD             MNDT
 DE8636
 DE8636                          STATION DESCRIPTION
 DE8636
 DE8636'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8636'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DE8636'SW OF INVER GROVE HEIGHTS, AT JCT OF TH 55 AND TH 52, IN RAILING AT NW
 DE8636'COR OF TH 55 BRDG NO 19023 OVER SB TH 52, 18.9 FT (5.8 M) SW OF WB TH
 DE8636'55, 6.7 FT (2.0 M) SE OF NW END OF RAILING.  THE DISK WAS SET IN BRDG
 DE8636'WHEN BUILT IN 192 THEN STAMPED IN 1997.
 DE8636
 DE8636                          STATION RECOVERY (2004)
 DE8636
 DE8636'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 DE8636'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 DE8636
 DE8636                          STATION RECOVERY (2005)
 DE8636
 DE8636'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DE8636'RECOVERED IN GOOD CONDITION.
 DE8636
 DE8636                          STATION RECOVERY (2007)
 DE8636
 DE8636'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8636'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF COATES, 3.5 MI
 DE8636'(5.6 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM)
 DE8636'SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8636' 
 DE8636'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE
 DE8636'HEIGHTS, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 52, IN
 DE8636'RAILING AT NORTHWEST CORNER OF TRUNK HIGHWAY 55 BRIDGE NUMBER 19023
 DE8636'OVER SOUTH-BOUND TRUNK HIGHWAY 52, 18.9 FT (5.8 M) SOUTHWEST OF
 DE8636'WESTBOUND TRUNK HIGHWAY 55, 6.7 FT (2.0 M) SOUTHEAST OF NORTHWEST END
 DE8636'OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8637 ***********************************************************************
 DE8637  DESIGNATION -  1907 AH
 DE8637  PID         -  DE8637
 DE8637  STATE/COUNTY-  MN/DAKOTA
 DE8637  COUNTRY     -  US
 DE8637  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8637
 DE8637                         *CURRENT SURVEY CONTROL
 DE8637  ______________________________________________________________________
 DE8637* NAD 83(1986) POSITION- 44 49 28.90   (N) 093 03 40.07   (W)   HD_HELD1  
 DE8637* NAVD 88 ORTHO HEIGHT -   292.460  (meters)     959.51  (feet) ADJUSTED  
 DE8637  ______________________________________________________________________
 DE8637  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DE8637  DYNAMIC HEIGHT  -        292.450 (meters)      959.48  (feet) COMP
 DE8637  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 DE8637
 DE8637  VERT ORDER      -  SECOND    CLASS I
 DE8637
 DE8637.The horizontal coordinates were established by differentially corrected
 DE8637.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8637.
 DE8637.The orthometric height was determined by differential leveling and
 DE8637.adjusted in August 2004.
 DE8637
 DE8637.Photographs are available for this station.
 DE8637
 DE8637.The dynamic height is computed by dividing the NAVD 88
 DE8637.geopotential number by the normal gravity value computed on the
 DE8637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8637.degrees latitude (g = 980.6199 gals.).
 DE8637
 DE8637.The modeled gravity was interpolated from observed gravity values.
 DE8637
 DE8637;                    North         East    Units  Estimated Accuracy
 DE8637;SPC MN S     -   303,172.5     874,246.0     MT  (+/- 3 meters HH1 GPS) 
 DE8637
 DE8637                          SUPERSEDED SURVEY CONTROL
 DE8637
 DE8637.No superseded survey control is available for this station.
 DE8637
 DE8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9516763478(NAD 83)
 DE8637
 DE8637_MARKER: DV = VERTICAL CONTROL DISK
 DE8637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8637_SP_SET: BRIDGE RAILING
 DE8637_STAMPING: 1907 AH 1997
 DE8637_MARK LOGO: MNDT  
 DE8637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8637+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8637
 DE8637  HISTORY     - Date     Condition        Report By
 DE8637  HISTORY     - 1992     MONUMENTED       MNDT
 DE8637  HISTORY     - 19971126 GOOD             MNDT
 DE8637  HISTORY     - 20040918 GOOD             USPSQD
 DE8637  HISTORY     - 20051130 GOOD             USPSQD
 DE8637  HISTORY     - 20070703 GOOD             MNDT
 DE8637
 DE8637                          STATION DESCRIPTION
 DE8637
 DE8637'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8637'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS INVER GROVE
 DE8637'HEIGHTS, IN RAILING AT SE CORNER OF BRIDGE OVER TH 55, AT JCT BARNES
 DE8637'AV EAST AND TH 55.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1992 THEN
 DE8637'STAMPED IN 1997.
 DE8637
 DE8637                          STATION RECOVERY (2004)
 DE8637
 DE8637'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8637'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8637
 DE8637                          STATION RECOVERY (2005)
 DE8637
 DE8637'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8637'RECOVERED IN GOOD CONDITION.
 DE8637
 DE8637                          STATION RECOVERY (2007)
 DE8637
 DE8637'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8637'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF COATES, 3.7 MI
 DE8637'(6.0 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.9 MI (3.1 KM)
 DE8637'SOUTH-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8637' 
 DE8637'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHWEST OF INVER GROVE
 DE8637'HEIGHTS, IN RAILING AT SOUTHEAST CORNER OF BRIDGE AT THE JUNCTION OF
 DE8637'BARNES AVENUE EAST OVER TRUNK HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1318 ***********************************************************************
 PP1318  DESIGNATION -  1907 B
 PP1318  PID         -  PP1318
 PP1318  STATE/COUNTY-  MN/DAKOTA
 PP1318  COUNTRY     -  US
 PP1318  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1318
 PP1318                         *CURRENT SURVEY CONTROL
 PP1318  ______________________________________________________________________
 PP1318* NAD 83(1986) POSITION- 44 49 52.     (N) 093 04 22.     (W)   SCALED    
 PP1318* NAVD 88 ORTHO HEIGHT -   280.712  (meters)     920.97  (feet) ADJUSTED  
 PP1318  ______________________________________________________________________
 PP1318  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 PP1318  DYNAMIC HEIGHT  -        280.702 (meters)      920.94  (feet) COMP
 PP1318  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 PP1318
 PP1318  VERT ORDER      -  SECOND    CLASS 0
 PP1318
 PP1318.The horizontal coordinates were scaled from a topographic map and have
 PP1318.an estimated accuracy of +/- 6 seconds.
 PP1318.
 PP1318.The orthometric height was determined by differential leveling and
 PP1318.adjusted in June 1991.
 PP1318
 PP1318.The dynamic height is computed by dividing the NAVD 88
 PP1318.geopotential number by the normal gravity value computed on the
 PP1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1318.degrees latitude (g = 980.6199 gals.).
 PP1318
 PP1318.The modeled gravity was interpolated from observed gravity values.
 PP1318
 PP1318;                    North         East    Units  Estimated Accuracy
 PP1318;SPC MN S     -   303,880.      873,320.      MT  (+/- 180 meters Scaled)
 PP1318
 PP1318                          SUPERSEDED SURVEY CONTROL
 PP1318
 PP1318  NGVD 29 (??/??/92)  280.668  (m)          920.82   (f) ADJ UNCH    2 0
 PP1318
 PP1318.Superseded values are not recommended for survey control.
 PP1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1318.See file dsdata.txt to determine how the superseded data were derived.
 PP1318
 PP1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK942641(NAD 83)
 PP1318
 PP1318_MARKER: DD = SURVEY DISK
 PP1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1318_STAMPING: 1907-B 1971
 PP1318_MARK LOGO: MNHD  
 PP1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1318+STABILITY: SURFACE MOTION
 PP1318
 PP1318  HISTORY     - Date     Condition        Report By
 PP1318  HISTORY     - 1971     MONUMENTED       MNDT
 PP1318  HISTORY     - 19971126 MARK NOT FOUND   MNDT
 PP1318  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP1318  HISTORY     - 20061129 MARK NOT FOUND   MNDT
 PP1318
 PP1318                          STATION DESCRIPTION
 PP1318
 PP1318'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1318'IN INVER GROVE HEIGHTS.
 PP1318'MARK IS LOCATED 0.5 MILES EAST ALONG TH 55-TH 52 FROM THE JUNCTION OF
 PP1318'TH 3 AND TH 55-TH 52 IN INVER GROVE HEIGHTS, 140 FEET EAST OF A POWER
 PP1318'POLE (WITH TRANSFORMER), 100 FEET EAST OF A HIGHWAY ADVERTISING SIGN
 PP1318'(MICHAELS RESTAURANT), 72 FEET SOUTH OF SOUTHBOUND TH 55-TH 52
 PP1318'CENTERLINE STATION 187 + 44, 69 FEET EAST OF A RIGHT OF WAY MARKER, 63
 PP1318'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A 24 INCH CONCRETE CULVERT
 PP1318'UNDER TH 55-TH 52, 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1318'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND ABOUT LEVEL WITH
 PP1318'TH 55.  NW 1/4 SECTION 17, T 27N, R 22W.
 PP1318
 PP1318                          STATION RECOVERY (1997)
 PP1318
 PP1318'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1318'NOT FOUND, NEW CONSTRUCTION.
 PP1318
 PP1318                          STATION RECOVERY (2004)
 PP1318
 PP1318'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1318'MARK NOT FOUND. SPSPS RT.
 PP1318
 PP1318                          STATION RECOVERY (2006)
 PP1318
 PP1318'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1318'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1319 ***********************************************************************
 PP1319  DESIGNATION -  1907 C
 PP1319  PID         -  PP1319
 PP1319  STATE/COUNTY-  MN/DAKOTA
 PP1319  COUNTRY     -  US
 PP1319  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1319
 PP1319                         *CURRENT SURVEY CONTROL
 PP1319  ______________________________________________________________________
 PP1319* NAD 83(1986) POSITION- 44 49 38.     (N) 093 03 47.     (W)   SCALED    
 PP1319* NAVD 88 ORTHO HEIGHT -   282.120  (meters)     925.59  (feet) ADJUSTED  
 PP1319  ______________________________________________________________________
 PP1319  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 PP1319  DYNAMIC HEIGHT  -        282.110 (meters)      925.56  (feet) COMP
 PP1319  MODELED GRAVITY -    980,573.4   (mgal)                       NAVD 88
 PP1319
 PP1319  VERT ORDER      -  SECOND    CLASS I
 PP1319
 PP1319.The horizontal coordinates were scaled from a topographic map and have
 PP1319.an estimated accuracy of +/- 6 seconds.
 PP1319.
 PP1319.The orthometric height was determined by differential leveling and
 PP1319.adjusted in August 2004.
 PP1319
 PP1319.Photographs are available for this station.
 PP1319
 PP1319.The dynamic height is computed by dividing the NAVD 88
 PP1319.geopotential number by the normal gravity value computed on the
 PP1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1319.degrees latitude (g = 980.6199 gals.).
 PP1319
 PP1319.The modeled gravity was interpolated from observed gravity values.
 PP1319
 PP1319;                    North         East    Units  Estimated Accuracy
 PP1319;SPC MN S     -   303,450.      874,090.      MT  (+/- 180 meters Scaled)
 PP1319
 PP1319                          SUPERSEDED SURVEY CONTROL
 PP1319
 PP1319  NAVD 88 (06/15/91)  282.166  (m)          925.74   (f) SUPERSEDED  2 0
 PP1319  NGVD 29 (??/??/92)  282.124  (m)          925.60   (f) ADJ UNCH    2 0
 PP1319
 PP1319.Superseded values are not recommended for survey control.
 PP1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1319.See file dsdata.txt to determine how the superseded data were derived.
 PP1319
 PP1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK950637(NAD 83)
 PP1319
 PP1319_MARKER: DB = BENCH MARK DISK
 PP1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1319_STAMPING: 1907 C 1971
 PP1319_MARK LOGO: MNHD  
 PP1319_PROJECTION: FLUSH
 PP1319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1319+STABILITY: SURFACE MOTION
 PP1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1319+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 PP1319
 PP1319  HISTORY     - Date     Condition        Report By
 PP1319  HISTORY     - 1971     MONUMENTED       MNHD
 PP1319  HISTORY     - 1986     GOOD             USPSQD
 PP1319  HISTORY     - 19971126 GOOD             MNDT
 PP1319  HISTORY     - 20010915 GOOD             USPSQD
 PP1319  HISTORY     - 20040918 POOR             USPSQD
 PP1319  HISTORY     - 20070703 POOR             MNDT
 PP1319
 PP1319                          STATION DESCRIPTION
 PP1319
 PP1319'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1319'IN INVER GROVE HEIGHTS.
 PP1319'MARK IS LOCATED 1.3 MILES EAST ALONG TH 55-TH 52 FROM THE JUNCTION OF
 PP1319'TH 52-TH 55 AND TH 3 IN INVER GROVE HEIGHTS, 170 FEET NORTH OF TH
 PP1319'55-TH 52 NORTHBOUND CENTERLINE STATION 216 + 08, 150 FEET EAST OF
 PP1319'BABCOCK TRAIL (COUNTY ROAD 73), 90 FEET EAST OF THE EAST END OF A 12
 PP1319'INCH METAL CULVERT UNDER A PRIVATE DRIVEWAY, 66 FEET EAST OF A HIGHWAY
 PP1319'ADVERTISING SIGN (STATE FARM INSURANCE) 100 FEET NORTH OF THE NORTH
 PP1319'FRONTAGE ROAD, 16 FEET EAST-SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH OF
 PP1319'A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1319'WITH THE GROUND ABOUT 3 FEET HIGHER THAN TH 55.  NW 1/4 SECTION 16, T
 PP1319'27N, R 22W.
 PP1319
 PP1319                          STATION RECOVERY (1986)
 PP1319
 PP1319'RECOVERY NOTE BY US POWER SQUADRON 1986 (NM)
 PP1319'RECOVERED IN GOOD CONDITION.
 PP1319
 PP1319                          STATION RECOVERY (1997)
 PP1319
 PP1319'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1319'THE MARK IS LOCATED IN INVER GROVE HEIGHTS, 1.3 MI (2.1 KM) ESE OF JCT
 PP1319'OF TH 3 (ROBERT ST) AND TH 55, 170 FT (51.8 M) NORTH OF HWY NB STA
 PP1319'216+08, 150 FT (45.7 M) EAST OF CO RD 73 (BABCOCK TRAIL), ABOUT 200 FT
 PP1319'(61.0 M) NORTH OF RAMP NOSE, 65 FT (19.8 M) NORTH OF R/W FENCE, 82.5
 PP1319'FT (25.1 M) ESE OF DRIVEWAY TO 8336 BABCOCK TRAIL, 16 FT (4.9 M) ESE
 PP1319'OF P-POLE, 1 FT (0.3 M) SOUTH OF WITNESS POST.
 PP1319
 PP1319                          STATION RECOVERY (2001)
 PP1319
 PP1319'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1319'RECOVERED IN GOOD CONDITION.
 PP1319
 PP1319                          STATION RECOVERY (2004)
 PP1319
 PP1319'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1319'MARK RECOVERED AS DESCRIBED, BUT IN POOR CONDITION. LOCATION IS BELOW
 PP1319'GRADE AND SOIL HAS ERODED MUCH OF THE DISC. SPSPS RT
 PP1319
 PP1319                          STATION RECOVERY (2007)
 PP1319
 PP1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1319'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF COATES, 3.7 MI
 PP1319'(6.0 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM)
 PP1319'SOUTHWEST OF INVER GROVE HEIGHTS.
 PP1319' 
 PP1319'TO REACH TO THE MARK GO IN INVER GROVE HEIGHTS, 1.3 MI (2.1 KM)
 PP1319'EAST-SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 3-TRUNK HIGHWAY 52 AND
 PP1319'TRUNK HIGHWAY 55, 170 FT (51.8 M) NORTH OF HIGHWAY NORTHBOUND STATION
 PP1319'216+08, 150 FT (45.7 M) EAST OF COUNTY ROAD 73 (BABCOCK TRAIL), ABOUT
 PP1319'200 FT (61.0 M) NORTH OF RAMP NOSE, 65 FT (19.8 M) NORTH OF RIGHT OF
 PP1319'WAY FENCE, 82.5 FT (25.1 M) EAST-SOUTHEAST OF DRIVEWAY TO 8336 BABCOCK
 PP1319'TRAIL AT END OF CUL-DE-SAC, 16 FT (4.9 M) EAST-SOUTHEAST OF POWER
 PP1319'POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1320 ***********************************************************************
 PP1320  DESIGNATION -  1907 D
 PP1320  PID         -  PP1320
 PP1320  STATE/COUNTY-  MN/DAKOTA
 PP1320  COUNTRY     -  US
 PP1320  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1320
 PP1320                         *CURRENT SURVEY CONTROL
 PP1320  ______________________________________________________________________
 PP1320* NAD 83(1986) POSITION- 44 49 29.     (N) 093 03 35.     (W)   SCALED    
 PP1320* NAVD 88 ORTHO HEIGHT -   284.809  (meters)     934.41  (feet) ADJUSTED  
 PP1320  ______________________________________________________________________
 PP1320  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 PP1320  DYNAMIC HEIGHT  -        284.799 (meters)      934.38  (feet) COMP
 PP1320  MODELED GRAVITY -    980,572.5   (mgal)                       NAVD 88
 PP1320
 PP1320  VERT ORDER      -  SECOND    CLASS 0
 PP1320
 PP1320.The horizontal coordinates were scaled from a topographic map and have
 PP1320.an estimated accuracy of +/- 6 seconds.
 PP1320.
 PP1320.The orthometric height was determined by differential leveling and
 PP1320.adjusted in June 1991.
 PP1320
 PP1320.The dynamic height is computed by dividing the NAVD 88
 PP1320.geopotential number by the normal gravity value computed on the
 PP1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1320.degrees latitude (g = 980.6199 gals.).
 PP1320
 PP1320.The modeled gravity was interpolated from observed gravity values.
 PP1320
 PP1320;                    North         East    Units  Estimated Accuracy
 PP1320;SPC MN S     -   303,180.      874,360.      MT  (+/- 180 meters Scaled)
 PP1320
 PP1320                          SUPERSEDED SURVEY CONTROL
 PP1320
 PP1320  NGVD 29 (??/??/92)  284.767  (m)          934.27   (f) ADJ UNCH    2 0
 PP1320
 PP1320.Superseded values are not recommended for survey control.
 PP1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1320.See file dsdata.txt to determine how the superseded data were derived.
 PP1320
 PP1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK952634(NAD 83)
 PP1320
 PP1320_MARKER: DD = SURVEY DISK
 PP1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1320_STAMPING: 1907-D 1971
 PP1320_MARK LOGO: MNHD  
 PP1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1320+STABILITY: SURFACE MOTION
 PP1320
 PP1320  HISTORY     - Date     Condition        Report By
 PP1320  HISTORY     - 1971     MONUMENTED       MNDT
 PP1320  HISTORY     - 19971126 MARK NOT FOUND   MNDT
 PP1320  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP1320  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP1320  HISTORY     - 20061129 MARK NOT FOUND   MNDT
 PP1320
 PP1320                          STATION DESCRIPTION
 PP1320
 PP1320'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1320'IN INVER GROVE HEIGHTS.
 PP1320'MARK IS LOCATED 1.5 MILES EAST ALONG TH 55 - TH 52 FROM THE JUNCTION
 PP1320'OF TH 55-TH 52 AND TH 3 IN INVER GROVE HEIGHTS, 1.5 MILES NORTHWEST OF
 PP1320'THE JUNCTION OF TH 55-TH 52 AND TH 56, 127 FEET NORTHEAST OF COUNTY
 PP1320'ROAD 75 CENTERLINE (COLLEGE TRAIL) 117 FEET NORTH OF TH 55-TH 52
 PP1320'CENTERLINE (OPPOSITE INVER GROVE VILLAGE HALL) STATION 225 + 81, 40
 PP1320'FEET NORTH OF THE NORTH FRONTAGE ROAD, 20 FEET WEST OF A POWER POLE, 1
 PP1320'FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 PP1320'MONUMENT SET FLUSH WITH THE GROUND ABOUT 2 FEET LOWER THAN TH 55. SW
 PP1320'1/4 SECTION 16, T 27N, R 22W.
 PP1320
 PP1320                          STATION RECOVERY (1997)
 PP1320
 PP1320'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1320'SEARCHED FOR AND NOT FOUND.
 PP1320
 PP1320                          STATION RECOVERY (2001)
 PP1320
 PP1320'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1320'MARK NOT FOUND.
 PP1320
 PP1320                          STATION RECOVERY (2004)
 PP1320
 PP1320'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1320'MARK NOT FOUND. SPSPS RT.
 PP1320
 PP1320                          STATION RECOVERY (2006)
 PP1320
 PP1320'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1320'IN 1996 DISTRICT 9 SURVEYS COULD NOT FIND STATION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1321 ***********************************************************************
 PP1321  DESIGNATION -  1907 E
 PP1321  PID         -  PP1321
 PP1321  STATE/COUNTY-  MN/DAKOTA
 PP1321  COUNTRY     -  US
 PP1321  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1321
 PP1321                         *CURRENT SURVEY CONTROL
 PP1321  ______________________________________________________________________
 PP1321* NAD 83(1986) POSITION- 44 49 08.     (N) 093 03 00.     (W)   SCALED    
 PP1321* NAVD 88 ORTHO HEIGHT -   283.564  (meters)     930.33  (feet) ADJUSTED  
 PP1321  ______________________________________________________________________
 PP1321  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 PP1321  DYNAMIC HEIGHT  -        283.553 (meters)      930.29  (feet) COMP
 PP1321  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 PP1321
 PP1321  VERT ORDER      -  SECOND    CLASS 0
 PP1321
 PP1321.The horizontal coordinates were scaled from a topographic map and have
 PP1321.an estimated accuracy of +/- 6 seconds.
 PP1321.
 PP1321.The orthometric height was determined by differential leveling and
 PP1321.adjusted in June 1991.
 PP1321
 PP1321.The dynamic height is computed by dividing the NAVD 88
 PP1321.geopotential number by the normal gravity value computed on the
 PP1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1321.degrees latitude (g = 980.6199 gals.).
 PP1321
 PP1321.The modeled gravity was interpolated from observed gravity values.
 PP1321
 PP1321;                    North         East    Units  Estimated Accuracy
 PP1321;SPC MN S     -   302,540.      875,130.      MT  (+/- 180 meters Scaled)
 PP1321
 PP1321                          SUPERSEDED SURVEY CONTROL
 PP1321
 PP1321  NGVD 29 (??/??/92)  283.524  (m)          930.20   (f) ADJ UNCH    2 0
 PP1321
 PP1321.Superseded values are not recommended for survey control.
 PP1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1321.See file dsdata.txt to determine how the superseded data were derived.
 PP1321
 PP1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK960628(NAD 83)
 PP1321
 PP1321_MARKER: DD = SURVEY DISK
 PP1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1321_STAMPING: 1907-E 1971
 PP1321_MARK LOGO: MNHD  
 PP1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1321+STABILITY: SURFACE MOTION
 PP1321
 PP1321  HISTORY     - Date     Condition        Report By
 PP1321  HISTORY     - 1971     MONUMENTED       MNDT
 PP1321  HISTORY     - 1986     POOR             USPSQD
 PP1321  HISTORY     - 20010915 POOR             USPSQD
 PP1321  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP1321  HISTORY     - 20061204 MARK NOT FOUND   MNDT
 PP1321  HISTORY     - 20090318 MARK NOT FOUND   MNDT
 PP1321
 PP1321                          STATION DESCRIPTION
 PP1321
 PP1321'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1321'IN INVER GROVE HEIGHTS.
 PP1321'MARK IS LOCATED 1.0 MILES NORTHWEST ALONG TH 55-TH 52 FROM THE
 PP1321'JUNCTION OF TH 55-TH 52 AND TH 56, IN INVER GROVE HEIGHTS, 150 FEET
 PP1321'EAST OF THE JUNCTION OF COUNTY ROAD 28-A (COURT HOUSE BOULEVARD AND
 PP1321'BOULEVARD COURT) 63 FEET SOUTH OF SOUTHBOUND TH 55-TH 52 CENTERLINE
 PP1321'STATION 269 + 25, 55 FEET EAST OF A HIGHWAY ADVERTISING SIGN (BLACK
 PP1321'STALLION SUPPER CLUB), 23 FEET NORTH OF A HIGHWAY ADVERTISING SIGN
 PP1321'(SKI PINE BEND), 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1321'PRE-CAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND, ABOUT 2
 PP1321'FEET LOWER THAN TH 55.  NW 1/4 SECTION 21, T 27N, R 22W.
 PP1321
 PP1321                          STATION RECOVERY (1986)
 PP1321
 PP1321'RECOVERY NOTE BY US POWER SQUADRON 1986 (NM)
 PP1321'MARK RECOVERED IN POOR CONDITION.
 PP1321
 PP1321                          STATION RECOVERY (2001)
 PP1321
 PP1321'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1321'MARK RECOVERED IN POOR CONDITION.
 PP1321
 PP1321                          STATION RECOVERY (2004)
 PP1321
 PP1321'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1321'MARK NOT FOUND. SPSPS RT.
 PP1321
 PP1321                          STATION RECOVERY (2006)
 PP1321
 PP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1321'THE MARK WAS NOT RECOVERED.
 PP1321
 PP1321                          STATION RECOVERY (2009)
 PP1321
 PP1321'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1321'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1325 ***********************************************************************
 PP1325  DESIGNATION -  1907 F
 PP1325  PID         -  PP1325
 PP1325  STATE/COUNTY-  MN/DAKOTA
 PP1325  COUNTRY     -  US
 PP1325  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1325
 PP1325                         *CURRENT SURVEY CONTROL
 PP1325  ______________________________________________________________________
 PP1325* NAD 83(1986) POSITION- 44 48 53.     (N) 093 02 33.     (W)   SCALED    
 PP1325* NAVD 88 ORTHO HEIGHT -   286.213  (meters)     939.02  (feet) ADJUSTED  
 PP1325  ______________________________________________________________________
 PP1325  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 PP1325  DYNAMIC HEIGHT  -        286.202 (meters)      938.98  (feet) COMP
 PP1325  MODELED GRAVITY -    980,569.7   (mgal)                       NAVD 88
 PP1325
 PP1325  VERT ORDER      -  SECOND    CLASS 0
 PP1325
 PP1325.The horizontal coordinates were scaled from a topographic map and have
 PP1325.an estimated accuracy of +/- 6 seconds.
 PP1325.
 PP1325.The orthometric height was determined by differential leveling and
 PP1325.adjusted in June 1991.
 PP1325
 PP1325.The dynamic height is computed by dividing the NAVD 88
 PP1325.geopotential number by the normal gravity value computed on the
 PP1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1325.degrees latitude (g = 980.6199 gals.).
 PP1325
 PP1325.The modeled gravity was interpolated from observed gravity values.
 PP1325
 PP1325;                    North         East    Units  Estimated Accuracy
 PP1325;SPC MN S     -   302,080.      875,730.      MT  (+/- 180 meters Scaled)
 PP1325
 PP1325                          SUPERSEDED SURVEY CONTROL
 PP1325
 PP1325  NGVD 29 (??/??/92)  286.174  (m)          938.89   (f) ADJ UNCH    2 0
 PP1325
 PP1325.Superseded values are not recommended for survey control.
 PP1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1325.See file dsdata.txt to determine how the superseded data were derived.
 PP1325
 PP1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK966623(NAD 83)
 PP1325
 PP1325_MARKER: DD = SURVEY DISK
 PP1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1325_STAMPING: 1907-F 1971
 PP1325_MARK LOGO: MNHD  
 PP1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1325+STABILITY: SURFACE MOTION
 PP1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1325+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP1325
 PP1325  HISTORY     - Date     Condition        Report By
 PP1325  HISTORY     - 1971     MONUMENTED       MNDT
 PP1325  HISTORY     - 19971126 MARK NOT FOUND   MNDT
 PP1325  HISTORY     - 20010915 GOOD             USPSQD
 PP1325  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 PP1325  HISTORY     - 20061204 MARK NOT FOUND   MNDT
 PP1325
 PP1325                          STATION DESCRIPTION
 PP1325
 PP1325'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1325'IN INVER GROVE HEIGHTS.
 PP1325'MARK IS LOCATED 0.5 MILES NORTHWEST ALONG TH 55-TH 52 FROM THE
 PP1325'JUNCTION OF TH 52-TH 55 AND TH 56 IN INVER GROVE HEIGHTS, 65 FEET
 PP1325'SOUTH OF TH 55-TH 52 SOUTHBOUND CENTERLINE STATION 288 + 38, 20 FEET
 PP1325'NORTH OF A FENCE CORNER AND 12 INCH OAK TREE, (OPPOSITE WEST END OF
 PP1325'GUARD RAILS) 12 FEET EAST OF AN ADVERTISING SIGN (KRECHS FARM MARKET)
 PP1325'1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 PP1325'MONUMENT SET FLUSH WITH THE GROUND AND ABOUT LEVEL WITH TH 55.  NW 1/4
 PP1325'SECTION 22, T 27N, R 22W.
 PP1325
 PP1325                          STATION RECOVERY (1997)
 PP1325
 PP1325'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1325'NOT FOUND, NEW CONSTRUCTION.
 PP1325
 PP1325                          STATION RECOVERY (2001)
 PP1325
 PP1325'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1325'RECOVERED IN GOOD CONDITION.
 PP1325
 PP1325                          STATION RECOVERY (2004)
 PP1325
 PP1325'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1325'MARK NOT FOUND. ROAD HAS BEEN WIDENED TO FOUR LANES WITH A TURNING
 PP1325'LANE IN THE AREA OF THE GPS COORDINATES GIVEN. SPSPS ATD.
 PP1325
 PP1325                          STATION RECOVERY (2006)
 PP1325
 PP1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1325'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1332 ***********************************************************************
 PP1332  DESIGNATION -  1907 W
 PP1332  PID         -  PP1332
 PP1332  STATE/COUNTY-  MN/DAKOTA
 PP1332  COUNTRY     -  US
 PP1332  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1332
 PP1332                         *CURRENT SURVEY CONTROL
 PP1332  ______________________________________________________________________
 PP1332* NAD 83(1986) POSITION- 44 48 07.06   (N) 093 02 20.63   (W)   HD_HELD1  
 PP1332* NAVD 88 ORTHO HEIGHT -   274.712  (meters)     901.28  (feet) ADJUSTED  
 PP1332  ______________________________________________________________________
 PP1332  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 PP1332  DYNAMIC HEIGHT  -        274.699 (meters)      901.24  (feet) COMP
 PP1332  MODELED GRAVITY -    980,564.7   (mgal)                       NAVD 88
 PP1332
 PP1332  VERT ORDER      -  SECOND    CLASS I
 PP1332
 PP1332.The horizontal coordinates were established by differentially corrected
 PP1332.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1332.
 PP1332.The orthometric height was determined by differential leveling and
 PP1332.adjusted in June 1991.
 PP1332
 PP1332.Photographs are available for this station.
 PP1332
 PP1332.The dynamic height is computed by dividing the NAVD 88
 PP1332.geopotential number by the normal gravity value computed on the
 PP1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1332.degrees latitude (g = 980.6199 gals.).
 PP1332
 PP1332.The modeled gravity was interpolated from observed gravity values.
 PP1332
 PP1332;                    North         East    Units  Estimated Accuracy
 PP1332;SPC MN S     -   300,666.8     876,020.7     MT  (+/- 3 meters HH1 GPS) 
 PP1332
 PP1332                          SUPERSEDED SURVEY CONTROL
 PP1332
 PP1332  NGVD 29 (??/??/92)  274.673  (m)          901.16   (f) ADJ UNCH    2 0
 PP1332
 PP1332.Superseded values are not recommended for survey control.
 PP1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1332.See file dsdata.txt to determine how the superseded data were derived.
 PP1332
 PP1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9691060951(NAD 83)
 PP1332
 PP1332_MARKER: DB = BENCH MARK DISK
 PP1332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1332_SP_SET: BRIDGE ABUTMENT
 PP1332_STAMPING: 1907 W 1970
 PP1332_MARK LOGO: MNHD  
 PP1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1332+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP1332
 PP1332  HISTORY     - Date     Condition        Report By
 PP1332  HISTORY     - 1970     MONUMENTED       MNHD
 PP1332  HISTORY     - 1971     GOOD             MNDT
 PP1332  HISTORY     - 19971126 GOOD             MNDT
 PP1332  HISTORY     - 20010915 GOOD             USPSQD
 PP1332  HISTORY     - 20040918 GOOD             USPSQD
 PP1332  HISTORY     - 20070709 GOOD             MNDT
 PP1332
 PP1332                          STATION DESCRIPTION
 PP1332
 PP1332'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1332'2.5 MI N FROM PINE BEND.
 PP1332'MARK IS LOCATED ABOUT 0.4 MILES SOUTH OF THE JUNCTION OF T.H.S 52-55
 PP1332'AND 56, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9108, T.H. 52 OVER THE
 PP1332'CHICAGO, GREAT WESTERN RAILROAD AT T.H. 52 STATION 195+40.  NW 1/4
 PP1332'SECTION 27, T 27N, R 22W.
 PP1332
 PP1332                          STATION RECOVERY (1971)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 1971
 PP1332'MARK FOUND AS DESCRIBED IN MHD 1970 LEVELING HASTINGS VIA PINE BEND
 PP1332'TO INVER GROVE HEIGHTS AND SO. ST. PAUL, 0.3 MILES SOUTH ALONG TH
 PP1332'55-52-56 FROM THE JUNCTION OF THS 55-56-52 IN INVER GROVE HEIGHTS, IN
 PP1332'THE SOUTHEAST CORNER OF BRIDGE NO. 9108 (CURB), TH 55-56-52 OVER THE
 PP1332'CHICAGO-GREAT WESTERN RAILROAD. NOTE-- MARK IS ALSO 2.6 MILES NORTH
 PP1332'ALONG TH 52-56-55 FROM THE CEMETERY AT PINE BEND.
 PP1332
 PP1332                          STATION RECOVERY (1997)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1332'THE MARK WAS RECOVERED AS IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP1332'19.2 FT (5.9 M) EAST OF TH 52.
 PP1332
 PP1332                          STATION RECOVERY (2001)
 PP1332
 PP1332'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1332'RECOVERED IN GOOD CONDITION.
 PP1332
 PP1332                          STATION RECOVERY (2004)
 PP1332
 PP1332'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1332'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 PP1332
 PP1332                          STATION RECOVERY (2007)
 PP1332
 PP1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1332'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH OF COATES, 3.6 MI (5.8
 PP1332'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.2 MI (5.1 KM) SOUTH OF INVER
 PP1332'GROVE HEIGHTS.
 PP1332' 
 PP1332'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 0.4 MI (0.6 KM) SOUTH
 PP1332'OF THE JUNCTION OF TRUNK HIGHWAY 52-TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 PP1332'56, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 52 BRIDGE 9108 OVER RAILROAD,
 PP1332'19.2 FT (5.9 M) EAST OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1331 ***********************************************************************
 PP1331  DESIGNATION -  1907 X
 PP1331  PID         -  PP1331
 PP1331  STATE/COUNTY-  MN/DAKOTA
 PP1331  COUNTRY     -  US
 PP1331  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1331
 PP1331                         *CURRENT SURVEY CONTROL
 PP1331  ______________________________________________________________________
 PP1331* NAD 83(1986) POSITION- 44 47 47.57   (N) 093 02 15.93   (W)   HD_HELD1  
 PP1331* NAVD 88 ORTHO HEIGHT -   272.384  (meters)     893.65  (feet) ADJUSTED  
 PP1331  ______________________________________________________________________
 PP1331  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 PP1331  DYNAMIC HEIGHT  -        272.372 (meters)      893.61  (feet) COMP
 PP1331  MODELED GRAVITY -    980,562.7   (mgal)                       NAVD 88
 PP1331
 PP1331  VERT ORDER      -  SECOND    CLASS I
 PP1331
 PP1331.The horizontal coordinates were established by differentially corrected
 PP1331.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1331.
 PP1331.The orthometric height was determined by differential leveling and
 PP1331.adjusted in June 1991.
 PP1331
 PP1331.Photographs are available for this station.
 PP1331
 PP1331.The dynamic height is computed by dividing the NAVD 88
 PP1331.geopotential number by the normal gravity value computed on the
 PP1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1331.degrees latitude (g = 980.6199 gals.).
 PP1331
 PP1331.The modeled gravity was interpolated from observed gravity values.
 PP1331
 PP1331;                    North         East    Units  Estimated Accuracy
 PP1331;SPC MN S     -   300,066.4     876,131.0     MT  (+/- 3 meters HH1 GPS) 
 PP1331
 PP1331                          SUPERSEDED SURVEY CONTROL
 PP1331
 PP1331  NGVD 29 (??/??/92)  272.344  (m)          893.52   (f) ADJ UNCH    2 0
 PP1331
 PP1331.Superseded values are not recommended for survey control.
 PP1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1331.See file dsdata.txt to determine how the superseded data were derived.
 PP1331
 PP1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9701360350(NAD 83)
 PP1331
 PP1331_MARKER: DB = BENCH MARK DISK
 PP1331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1331_SP_SET: BRIDGE ABUTMENT
 PP1331_STAMPING: 1907 X 1970
 PP1331_MARK LOGO: MNHD  
 PP1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1331+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP1331
 PP1331  HISTORY     - Date     Condition        Report By
 PP1331  HISTORY     - 1970     MONUMENTED       MNHD
 PP1331  HISTORY     - 19971126 GOOD             MNDT
 PP1331  HISTORY     - 20010915 GOOD             USPSQD
 PP1331  HISTORY     - 20040918 GOOD             USPSQD
 PP1331  HISTORY     - 20070709 GOOD             MNDT
 PP1331
 PP1331                          STATION DESCRIPTION
 PP1331
 PP1331'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1331'2 MI N FROM PINE BEND.
 PP1331'MARK IS LOCATED ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF T.H.S 52-55
 PP1331'AND 56, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9109, NORTHBOUND T.H. 52
 PP1331'OVER THE CHICAGO, ROCK ISLAND, PACIFIC RAILROAD AT T.H. 52, STATION
 PP1331'215+59.  SE 1/4 SECTION 27, T 27N, R 22W.
 PP1331
 PP1331                          STATION RECOVERY (1997)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1331'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 PP1331'18.8 FT (5.7 M) EAST OF TH 52.
 PP1331
 PP1331                          STATION RECOVERY (2001)
 PP1331
 PP1331'RECOVERY NOTE BY US POWER SQUADRON 2001 (NM)
 PP1331'RECOVERED IN GOOD CONDITION.
 PP1331
 PP1331                          STATION RECOVERY (2004)
 PP1331
 PP1331'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1331'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 PP1331
 PP1331                          STATION RECOVERY (2007)
 PP1331
 PP1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1331'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH OF COATES, 3.9 MI (6.3
 PP1331'KM) SOUTHWEST OF SAINT PAUL PARK AND 3.6 MI (5.8 KM) SOUTH OF INVER
 PP1331'GROVE HEIGHTS.
 PP1331' 
 PP1331'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 0.5 MI (0.8 KM) SOUTH
 PP1331'OF THE JUNCTION OF TRUNK HIGHWAY 52-TH 55 AND TRUNK HIGHWAY 56, IN
 PP1331'SOUTHEAST CORNER OF TRUNK HIGHWAY 52 NORTHBOUND BRIDGE 9109 OVER
 PP1331'RAILROAD, AT TRUNK HIGHWAY 52 STATION 215+59, 18.8 FT (5.7 M) EAST OF
 PP1331'NORTHBOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4427 ***********************************************************************
 AH4427  DESIGNATION -  1908 B
 AH4427  PID         -  AH4427
 AH4427  STATE/COUNTY-  MN/DAKOTA
 AH4427  COUNTRY     -  US
 AH4427  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4427
 AH4427                         *CURRENT SURVEY CONTROL
 AH4427  ______________________________________________________________________
 AH4427* NAD 83(1986) POSITION- 44 52 20.26   (N) 093 04 49.32   (W)   HD_HELD1  
 AH4427* NAVD 88 ORTHO HEIGHT -   303.734  (meters)     996.50  (feet) ADJUSTED  
 AH4427  ______________________________________________________________________
 AH4427  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AH4427  DYNAMIC HEIGHT  -        303.727 (meters)      996.48  (feet) COMP
 AH4427  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 AH4427
 AH4427  VERT ORDER      -  SECOND    CLASS I
 AH4427
 AH4427.The horizontal coordinates were established by differentially corrected
 AH4427.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4427.
 AH4427.The orthometric height was determined by differential leveling and
 AH4427.adjusted in June 2000.
 AH4427
 AH4427.Photographs are available for this station.
 AH4427
 AH4427.The dynamic height is computed by dividing the NAVD 88
 AH4427.geopotential number by the normal gravity value computed on the
 AH4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4427.degrees latitude (g = 980.6199 gals.).
 AH4427
 AH4427.The modeled gravity was interpolated from observed gravity values.
 AH4427
 AH4427;                    North         East    Units  Estimated Accuracy
 AH4427;SPC MN S     -   308,444.2     872,665.4     MT  (+/- 3 meters HH1 GPS) 
 AH4427
 AH4427                          SUPERSEDED SURVEY CONTROL
 AH4427
 AH4427.No superseded survey control is available for this station.
 AH4427
 AH4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9365168767(NAD 83)
 AH4427
 AH4427_MARKER: DV = VERTICAL CONTROL DISK
 AH4427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4427_SP_SET: BRIDGE RAILING
 AH4427_STAMPING: 1908 B 1989
 AH4427_MARK LOGO: MNDT  
 AH4427_PROJECTION: FLUSH
 AH4427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4427+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4427
 AH4427  HISTORY     - Date     Condition        Report By
 AH4427  HISTORY     - 1989     MONUMENTED       MNDT
 AH4427  HISTORY     - 20021114 GOOD             USPSQD
 AH4427  HISTORY     - 20021201 GOOD             USPSQD
 AH4427  HISTORY     - 20040918 GOOD             USPSQD
 AH4427  HISTORY     - 20051129 GOOD             USPSQD
 AH4427  HISTORY     - 20070613 GOOD             MNDT
 AH4427
 AH4427                          STATION DESCRIPTION
 AH4427
 AH4427'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4427'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, IN THE BRIDGE
 AH4427'AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, AND IN
 AH4427'THE NW 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 23.0 FEET EAST OF
 AH4427'THE CENTERLINE OF NORTHBOUND HIGHWAY 52, 9.3 FEET NORTHWEST OF THE
 AH4427'SOUTH POST OF THE BRIDGE FENCE, 23.0 FEET NORTH OF THE SOUTHEAST
 AH4427'CORNER OF THE EAST BRIDGE RAILING, AND 6.6 FEET WEST OF THE BRIDGE
 AH4427'FENCE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4427'STAMPED---1908 B 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT
 AH4427'THE SOUTHEAST CORNER OF BRIDGE NUMBER 19832 (HIGHWAY 52 OVER HIGHWAY
 AH4427'494).
 AH4427
 AH4427                          STATION RECOVERY (2002)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4427'CHANGE HIGHWAY 52 TO HIGHWAY 3 AT ALL REFERENCES. ALL OTHER
 AH4427'INFORMATION IS CORRECT
 AH4427
 AH4427                          STATION RECOVERY (2002)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4427'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4427
 AH4427                          STATION RECOVERY (2004)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4427'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH
 AH4427
 AH4427                          STATION RECOVERY (2005)
 AH4427
 AH4427'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4427'RECOVERED IN GOOD CONDITION.
 AH4427
 AH4427                          STATION RECOVERY (2007)
 AH4427
 AH4427'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4427'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH OF SAINT PAUL, 4.8 MI
 AH4427'(7.7 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4427'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4427' 
 AH4427'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, AT THE JUNCTION OF COUNTY
 AH4427'HIGHWAY 3 AND INTERSTATE HIGHWAY 494, IN THE TOP OF CONCRETE RAILING
 AH4427'AT SOUTHEAST CORNER OF COUNTY HIGHWAY 3 BRIDGE 19832 OVER INTERSTATE
 AH4427'HIGHWAY 494, GO 23.0 FT (7.0 M) EAST OF NORTHBOUND COUNTY HIGHWAY 3,
 AH4427'9.3 FT (2.8 M) NORTHWEST OF SOUTH BRIDGE FENCE, 23.0 FT (7.0 M) NORTH
 AH4427'OF THE SOUTHEAST CORNER OF EAST BRIDGE RAILING, 6.6 FT (2.0 M) WEST OF
 AH4427'BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4428 ***********************************************************************
 AH4428  DESIGNATION -  1908 C
 AH4428  PID         -  AH4428
 AH4428  STATE/COUNTY-  MN/DAKOTA
 AH4428  COUNTRY     -  US
 AH4428  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4428
 AH4428                         *CURRENT SURVEY CONTROL
 AH4428  ______________________________________________________________________
 AH4428* NAD 83(1986) POSITION- 44 52 24.43   (N) 093 04 50.58   (W)   HD_HELD1  
 AH4428* NAVD 88 ORTHO HEIGHT -   300.798  (meters)     986.87  (feet) ADJUSTED  
 AH4428  ______________________________________________________________________
 AH4428  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AH4428  DYNAMIC HEIGHT  -        300.791 (meters)      986.85  (feet) COMP
 AH4428  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 AH4428
 AH4428  VERT ORDER      -  SECOND    CLASS I
 AH4428
 AH4428.The horizontal coordinates were established by differentially corrected
 AH4428.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4428.
 AH4428.The orthometric height was determined by differential leveling and
 AH4428.adjusted in June 2000.
 AH4428
 AH4428.Photographs are available for this station.
 AH4428
 AH4428.The dynamic height is computed by dividing the NAVD 88
 AH4428.geopotential number by the normal gravity value computed on the
 AH4428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4428.degrees latitude (g = 980.6199 gals.).
 AH4428
 AH4428.The modeled gravity was interpolated from observed gravity values.
 AH4428
 AH4428;                    North         East    Units  Estimated Accuracy
 AH4428;SPC MN S     -   308,572.6     872,636.3     MT  (+/- 3 meters HH1 GPS) 
 AH4428
 AH4428                          SUPERSEDED SURVEY CONTROL
 AH4428
 AH4428.No superseded survey control is available for this station.
 AH4428
 AH4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9362468895(NAD 83)
 AH4428
 AH4428_MARKER: DV = VERTICAL CONTROL DISK
 AH4428_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4428_SP_SET: BRIDGE RAILING
 AH4428_STAMPING: 1908 C 1989
 AH4428_MARK LOGO: MNDT  
 AH4428_PROJECTION: FLUSH
 AH4428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4428+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4428
 AH4428  HISTORY     - Date     Condition        Report By
 AH4428  HISTORY     - 1989     MONUMENTED       MNDT
 AH4428  HISTORY     - 20021112 GOOD             USPSQD
 AH4428  HISTORY     - 20021201 GOOD             USPSQD
 AH4428  HISTORY     - 20040918 GOOD             USPSQD
 AH4428  HISTORY     - 20051129 GOOD             USPSQD
 AH4428  HISTORY     - 20070613 GOOD             MNDT
 AH4428
 AH4428                          STATION DESCRIPTION
 AH4428
 AH4428'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4428'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, IN THE BRIDGE AT THE
 AH4428'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, AND IN THE NW
 AH4428'1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 23.0 FEET WEST OF THE
 AH4428'CENTERLINE OF SOUTHBOUND HIGHWAY 52, 23.5 FEET SOUTH - SOUTHEAST OF A
 AH4428'LIGHT STANDARD (NUMBERED SSE-31), AND 1.5 FEET SOUTH OF THE NORTHWEST
 AH4428'CORNER OF THE WEST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4428'CONTROL MONUMENT DISK STAMPED---1908 C 1989---, IS SET IN THE TOP OF
 AH4428'THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19832
 AH4428'(HIGHWAY 52 OVER HIGHWAY 494).
 AH4428
 AH4428                          STATION RECOVERY (2002)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4428'CHANGE HIGHWAY 52 TO HIGHWAY 3 AT ALL REFERENCES. ALL OTHER
 AH4428'INFORMATION IS OK AS DESCRIBED.
 AH4428
 AH4428                          STATION RECOVERY (2002)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4428'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4428
 AH4428                          STATION RECOVERY (2004)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4428'RECOVERED IN GOOD CONDITION AS DESCRIBED.MSPS JH.
 AH4428
 AH4428                          STATION RECOVERY (2005)
 AH4428
 AH4428'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4428'RECOVERED IN GOOD CONDITION.
 AH4428
 AH4428                          STATION RECOVERY (2007)
 AH4428
 AH4428'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4428'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF SAINT PAUL, 4.9 MI
 AH4428'(7.9 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.6 MI (4.2 KM)
 AH4428'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4428' 
 AH4428'TO REACH TO THE MARK AT SUNFISH LAKE, AT THE JUNCTION OF COUNTY
 AH4428'HIGHWAY 3 AND INTERSTATE HIGHWAY 494, IN THE TOP OF RAILING AT
 AH4428'NORTHWEST CORNER OF COUNTY HIGHWAY 3 BRIDGE 19832 OVER INTERSTATE
 AH4428'HIGHWAY 494, GO 23 FT (7.0 M) WEST OF SOUTH BOUND COUNTY HIGHWAY 3,
 AH4428'23.5 FT (7.2 M) SOUTH-SOUTHEAST OF LIGHT STANDARD SSE-31, 1.5 FT (0.5
 AH4428'M) SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1312 ***********************************************************************
 PP1312  DESIGNATION -  1909 A
 PP1312  PID         -  PP1312
 PP1312  STATE/COUNTY-  MN/DAKOTA
 PP1312  COUNTRY     -  US
 PP1312  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1312
 PP1312                         *CURRENT SURVEY CONTROL
 PP1312  ______________________________________________________________________
 PP1312* NAD 83(1986) POSITION- 44 50 45.     (N) 093 07 20.     (W)   SCALED    
 PP1312* NAVD 88 ORTHO HEIGHT -   257.355  (meters)     844.34  (feet) ADJUSTED  
 PP1312  ______________________________________________________________________
 PP1312  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PP1312  DYNAMIC HEIGHT  -        257.346 (meters)      844.31  (feet) COMP
 PP1312  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 PP1312
 PP1312  VERT ORDER      -  SECOND    CLASS I
 PP1312
 PP1312.The horizontal coordinates were scaled from a topographic map and have
 PP1312.an estimated accuracy of +/- 6 seconds.
 PP1312.
 PP1312.The orthometric height was determined by differential leveling and
 PP1312.adjusted in August 2004.
 PP1312
 PP1312.The dynamic height is computed by dividing the NAVD 88
 PP1312.geopotential number by the normal gravity value computed on the
 PP1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1312.degrees latitude (g = 980.6199 gals.).
 PP1312
 PP1312.The modeled gravity was interpolated from observed gravity values.
 PP1312
 PP1312;                    North         East    Units  Estimated Accuracy
 PP1312;SPC MN S     -   305,470.      869,390.      MT  (+/- 180 meters Scaled)
 PP1312
 PP1312                          SUPERSEDED SURVEY CONTROL
 PP1312
 PP1312  NAVD 88 (06/15/91)  257.368  (m)          844.38   (f) SUPERSEDED  2 0
 PP1312  NGVD 29 (??/??/92)  257.317  (m)          844.21   (f) ADJ UNCH    2 0
 PP1312
 PP1312.Superseded values are not recommended for survey control.
 PP1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1312.See file dsdata.txt to determine how the superseded data were derived.
 PP1312
 PP1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK903658(NAD 83)
 PP1312
 PP1312_MARKER: DB = BENCH MARK DISK
 PP1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1312_STAMPING: 1909 A 1971
 PP1312_MARK LOGO: MNHD  
 PP1312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1312
 PP1312  HISTORY     - Date     Condition        Report By
 PP1312  HISTORY     - 1971     MONUMENTED       MNDT
 PP1312  HISTORY     - 19971126 GOOD             MNDT
 PP1312  HISTORY     - 20061129 MARK NOT FOUND   MNDT
 PP1312
 PP1312                          STATION DESCRIPTION
 PP1312
 PP1312'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1312'2.0 MI NW FROM INVER GROVE HEIGHTS.
 PP1312'MARK IS LOCATED IN EGAN TOWNSHIP 2.0 MILES WEST ALONG TH 55 FROM THE
 PP1312'JUNCTION OF TH 55 AND TH 52-TH 3 IN INVER GROVE HEIGHTS, 0.2 MILES
 PP1312'EAST OF THE SOUTH JUNCTION OF TH 55 AND TH 49, 250 FEET WEST OF A
 PP1312'CROSSOVER BETWEEN TH 55 NORTHBOUND AND TH 55 SOUTHBOUND, 28 FEET NORTH
 PP1312'OF AND ABOUT 1 FOOT LOWER THAN TH 55 SOUTHBOUND CENTERLINE STATION 54
 PP1312'+ 43, IN THE MEDIAN, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6
 PP1312'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW 1/4
 PP1312'SECTION 12, T 27N, R 23W.
 PP1312
 PP1312                          STATION RECOVERY (1997)
 PP1312
 PP1312'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1312'MARK RECOVERED AS DESCRIBED.
 PP1312
 PP1312                          STATION RECOVERY (2006)
 PP1312
 PP1312'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1312'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1313 ***********************************************************************
 PP1313  DESIGNATION -  1909 A 1
 PP1313  PID         -  PP1313
 PP1313  STATE/COUNTY-  MN/DAKOTA
 PP1313  COUNTRY     -  US
 PP1313  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1313
 PP1313                         *CURRENT SURVEY CONTROL
 PP1313  ______________________________________________________________________
 PP1313* NAD 83(1986) POSITION- 44 50 38.98   (N) 093 06 41.06   (W)   HD_HELD1  
 PP1313* NAVD 88 ORTHO HEIGHT -   248.805  (meters)     816.29  (feet) ADJUSTED  
 PP1313  ______________________________________________________________________
 PP1313  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 PP1313  DYNAMIC HEIGHT  -        248.796 (meters)      816.26  (feet) COMP
 PP1313  MODELED GRAVITY -    980,575.1   (mgal)                       NAVD 88
 PP1313
 PP1313  VERT ORDER      -  SECOND    CLASS I
 PP1313
 PP1313.The horizontal coordinates were established by differentially corrected
 PP1313.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1313.
 PP1313.The orthometric height was determined by differential leveling and
 PP1313.adjusted in August 2004.
 PP1313
 PP1313.Photographs are available for this station.
 PP1313
 PP1313.The dynamic height is computed by dividing the NAVD 88
 PP1313.geopotential number by the normal gravity value computed on the
 PP1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1313.degrees latitude (g = 980.6199 gals.).
 PP1313
 PP1313.The modeled gravity was interpolated from observed gravity values.
 PP1313
 PP1313;                    North         East    Units  Estimated Accuracy
 PP1313;SPC MN S     -   305,291.1     870,246.9     MT  (+/- 3 meters HH1 GPS) 
 PP1313
 PP1313                          SUPERSEDED SURVEY CONTROL
 PP1313
 PP1313  NAVD 88 (06/15/91)  248.809  (m)          816.30   (f) SUPERSEDED  2 0
 PP1313  NGVD 29 (??/??/92)  248.760  (m)          816.14   (f) ADJ UNCH    2 0
 PP1313
 PP1313.Superseded values are not recommended for survey control.
 PP1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1313.See file dsdata.txt to determine how the superseded data were derived.
 PP1313
 PP1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9119565644(NAD 83)
 PP1313
 PP1313_MARKER: DB = BENCH MARK DISK
 PP1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1313_STAMPING: 1909 A 1 1971
 PP1313_MARK LOGO: MNHD  
 PP1313_PROJECTION: RECESSED 8 CENTIMETERS
 PP1313_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1313+STABILITY: SURFACE MOTION
 PP1313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1313+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 PP1313
 PP1313  HISTORY     - Date     Condition        Report By
 PP1313  HISTORY     - 1971     MONUMENTED       MNHD
 PP1313  HISTORY     - 19971128 GOOD             MNDT
 PP1313  HISTORY     - 20070703 GOOD             MNDT
 PP1313
 PP1313                          STATION DESCRIPTION
 PP1313
 PP1313'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1313'2.4 MI NW FROM INVER GROVE HEIGHTS.
 PP1313'MARK IS LOCATED IN EGAN TOWNSHIP, 1.2 MILES WEST ALONG TH 55
 PP1313'NORTHBOUND, FROM THE JUNCTION OF TH 55 AND TH 52-TH 3 IN INVER GROVE
 PP1313'HEIGHTS, 0.8 MILES SOUTH OF THE SOUTH JUNCTION OF TH 55 AND TH 49, 80
 PP1313'FEET NORTH OF TH 55 NORTHBOUND CENTERLINE STATION 79 AND 29, 21 FEET
 PP1313'NORTHWEST OF A 30 INCH COTTONWOOD TREE (WITH A 60 INCH BULGE IN THE
 PP1313'TRUNK, 5 FEET ABOVE GROUND), 45 FEET WEST OF A PRIVATE DRIVE NORTH, 1
 PP1313'FOOT SOUTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE TH 55
 PP1313'CENTERLINE, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 3 INCHES
 PP1313'BELOW GROUND.  NE 1/4 SECTION 12, T 27N, R 23W.
 PP1313
 PP1313                          STATION RECOVERY (1997)
 PP1313
 PP1313'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1313'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. 114
 PP1313'FT (34.7 M) WEST OF HIGH TENSION P-POLE.
 PP1313
 PP1313                          STATION RECOVERY (2007)
 PP1313
 PP1313'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1313'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF SAINT PAUL, 5.9 MI
 PP1313'(9.5 KM) WEST OF SAINT PAUL PARK AND 3.4 MI (5.5 KM) WEST OF INVER
 PP1313'GROVE HEIGHTS.
 PP1313' 
 PP1313'TO REACH TO THE MARK GO 2.4 MI (3.9 KM) NORTHWEST OF INVER GROVE
 PP1313'HEIGHTS, 1.5 MI (2.4 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND
 PP1313'TRUNK HIGHWAY 3, 0.8 MI (1.3 KM) SOUTH OF SOUTH JUNCTION OF TRUNK
 PP1313'HIGHWAY 55 AND TRUNK HIGHWAY 49, 80 FT (24.4 M) NORTH OF NORTHBOUND
 PP1313'TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 55 STATION 79+29, 114 FT (34.7 M)
 PP1313'WEST OF HIGH TENSION POWER POLE, 45 FT (13.7 M) WEST OF ENTRANCE
 PP1313'NORTH, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1314 ***********************************************************************
 PP1314  DESIGNATION -  1909 B
 PP1314  PID         -  PP1314
 PP1314  STATE/COUNTY-  MN/DAKOTA
 PP1314  COUNTRY     -  US
 PP1314  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1314
 PP1314                         *CURRENT SURVEY CONTROL
 PP1314  ______________________________________________________________________
 PP1314* NAD 83(1986) POSITION- 44 50 24.     (N) 093 06 02.     (W)   SCALED    
 PP1314* NAVD 88 ORTHO HEIGHT -   270.864  (meters)     888.66  (feet) ADJUSTED  
 PP1314  ______________________________________________________________________
 PP1314  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 PP1314  DYNAMIC HEIGHT  -        270.855 (meters)      888.63  (feet) COMP
 PP1314  MODELED GRAVITY -    980,574.8   (mgal)                       NAVD 88
 PP1314
 PP1314  VERT ORDER      -  SECOND    CLASS 0
 PP1314
 PP1314.The horizontal coordinates were scaled from a topographic map and have
 PP1314.an estimated accuracy of +/- 6 seconds.
 PP1314.
 PP1314.The orthometric height was determined by differential leveling and
 PP1314.adjusted in June 1991.
 PP1314
 PP1314.The dynamic height is computed by dividing the NAVD 88
 PP1314.geopotential number by the normal gravity value computed on the
 PP1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1314.degrees latitude (g = 980.6199 gals.).
 PP1314
 PP1314.The modeled gravity was interpolated from observed gravity values.
 PP1314
 PP1314;                    North         East    Units  Estimated Accuracy
 PP1314;SPC MN S     -   304,840.      871,110.      MT  (+/- 180 meters Scaled)
 PP1314
 PP1314                          SUPERSEDED SURVEY CONTROL
 PP1314
 PP1314  NGVD 29 (??/??/92)  270.816  (m)          888.50   (f) ADJ UNCH    2 0
 PP1314
 PP1314.Superseded values are not recommended for survey control.
 PP1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1314.See file dsdata.txt to determine how the superseded data were derived.
 PP1314
 PP1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK920651(NAD 83)
 PP1314
 PP1314_MARKER: DD = SURVEY DISK
 PP1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1314_STAMPING: 1909-B
 PP1314_MARK LOGO: MNHD  
 PP1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1314+STABILITY: SURFACE MOTION
 PP1314
 PP1314  HISTORY     - Date     Condition        Report By
 PP1314  HISTORY     - UNK      MONUMENTED       MNDT
 PP1314  HISTORY     - 1971     GOOD             MNDT
 PP1314  HISTORY     - 19971126 MARK NOT FOUND   MNDT
 PP1314  HISTORY     - 20061129 MARK NOT FOUND   MNDT
 PP1314
 PP1314                          STATION DESCRIPTION
 PP1314
 PP1314'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1314'IN INVER GROVE HEIGHTS.
 PP1314'MARK IS LOCATED 0.9 MILES NORTHWEST ALONG T.H. 55 FROM THE JUNCTION OF
 PP1314'TH 55 AND TH 52-TH 3 IN INVER GROVE HEIGHTS, 36 FEET NORTH OF AND
 PP1314'ABOUT 2 FEET LOWER THAN TH 55 SOUTHBOUND CENTERLINE STATION 111 + 60,
 PP1314'19 WEST OF THE WEST EDGE OF THE BITUMINOUS CROSSING OF COUNTY ROAD 63
 PP1314'(AGENTIA TRAIL), 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT
 PP1314'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND IN THE TH 55
 PP1314'MEDIAN.  SW 1/4 SECTION 7, T 27N, R 22W.
 PP1314
 PP1314                          STATION RECOVERY (1997)
 PP1314
 PP1314'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1314'NOT FOUND, NEW CONSTRUCTION.
 PP1314
 PP1314                          STATION RECOVERY (2006)
 PP1314
 PP1314'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1314'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1293 ***********************************************************************
 PP1293  DESIGNATION -  1909 E
 PP1293  PID         -  PP1293
 PP1293  STATE/COUNTY-  MN/DAKOTA
 PP1293  COUNTRY     -  US
 PP1293  USGS QUAD   -  ST PAUL WEST (1993)
 PP1293
 PP1293                         *CURRENT SURVEY CONTROL
 PP1293  ______________________________________________________________________
 PP1293* NAD 83(1986) POSITION- 44 52 41.26   (N) 093 09 52.41   (W)   HD_HELD1  
 PP1293* NAVD 88 ORTHO HEIGHT -   275.946  (meters)     905.33  (feet) ADJUSTED  
 PP1293  ______________________________________________________________________
 PP1293  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 PP1293  DYNAMIC HEIGHT  -        275.937 (meters)      905.30  (feet) COMP
 PP1293  MODELED GRAVITY -    980,579.0   (mgal)                       NAVD 88
 PP1293
 PP1293  VERT ORDER      -  SECOND    CLASS 0
 PP1293
 PP1293.The horizontal coordinates were established by differentially corrected
 PP1293.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1293.
 PP1293.The orthometric height was determined by differential leveling and
 PP1293.adjusted in June 1991.
 PP1293
 PP1293.Photographs are available for this station.
 PP1293
 PP1293.The dynamic height is computed by dividing the NAVD 88
 PP1293.geopotential number by the normal gravity value computed on the
 PP1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1293.degrees latitude (g = 980.6199 gals.).
 PP1293
 PP1293.The modeled gravity was interpolated from observed gravity values.
 PP1293
 PP1293;                    North         East    Units  Estimated Accuracy
 PP1293;SPC MN S     -   309,021.0     866,006.6     MT  (+/- 3 meters HH1 GPS) 
 PP1293
 PP1293                          SUPERSEDED SURVEY CONTROL
 PP1293
 PP1293  NGVD 29 (??/??/92)  275.884  (m)          905.13   (f) ADJ UNCH    2 0
 PP1293
 PP1293.Superseded values are not recommended for survey control.
 PP1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1293.See file dsdata.txt to determine how the superseded data were derived.
 PP1293
 PP1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8700269425(NAD 83)
 PP1293
 PP1293_MARKER: DB = BENCH MARK DISK
 PP1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1293_STAMPING: 1909 E 1971
 PP1293_MARK LOGO: MNHD  
 PP1293_PROJECTION: RECESSED 13 CENTIMETERS
 PP1293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1293+STABILITY: SURFACE MOTION
 PP1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1293+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 PP1293
 PP1293  HISTORY     - Date     Condition        Report By
 PP1293  HISTORY     - 1971     MONUMENTED       MNHD
 PP1293  HISTORY     - 198805   MARK NOT FOUND   USPSQD
 PP1293  HISTORY     - 20050111 MARK NOT FOUND   USPSQD
 PP1293  HISTORY     - 20070611 GOOD             MNDT
 PP1293
 PP1293                          STATION DESCRIPTION
 PP1293
 PP1293'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1293'IN MENDOTA HEIGHTS.
 PP1293'MARK IS LOCATED 0.6 MILES SOUTH ALONG T.H. 55 FROM THE JUNCTION OF
 PP1293'T.H. 55 AND T.H. 13 IN MENDOTA, THENCE, 250 FEET WEST ALONG ACACIA
 PP1293'DRIVE (BETWEEN THE 7TH AND 8TH TREE WEST OF T.H. 55), 25 FEET SOUTH OF
 PP1293'ACACIA DRIVE (ALSO CO. RD. 31), AND ABOUT LEVEL WITH THE CENTERLINE,
 PP1293'21 FEET WEST-SOUTHWEST OF A 24 INCH ELM TREE, 21 FEET EAST-SOUTHEAST
 PP1293'OF A 24 INCH ELM TREE, 3 FEET NORTH OF A HEDGE, 0.5 FEET NORTH OF A
 PP1293'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT BURIED 5
 PP1293'INCHES BELOW GROUND.  SW 1/4 SECTION 27, T 28N, R 23W.
 PP1293
 PP1293                          STATION RECOVERY (1988)
 PP1293
 PP1293'RECOVERY NOTE BY US POWER SQUADRON 1988 (WM)
 PP1293'MARK NOT FOUND.
 PP1293
 PP1293                          STATION RECOVERY (2005)
 PP1293
 PP1293'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1293'MARK NOT FOUND. SPSPS. ATD
 PP1293
 PP1293                          STATION RECOVERY (2007)
 PP1293
 PP1293'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1293'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 PP1293'BLOOMINGTON, 6.3 MI (10.1 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS
 PP1293'AND 5.8 MI (9.3 KM) SOUTHWEST OF SAINT PAUL.
 PP1293' 
 PP1293'TO REACH TO THE MARK AT MENDOTA, GO 0.6 MI (1.0 KM) SOUTHEAST OF THE
 PP1293'JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 55 THEN 250 FT (76.2 M)
 PP1293'WEST ON ACACIA BOULEVARD, 148 FT (45.1 M) WEST OF BRIDGE NUMBER 19090,
 PP1293'55.1 FT (16.8 M) SOUTH OF ACACIA BOULEVARD, 0.5 FT (0.2 M) NORTH OF A
 PP1293'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1305 ***********************************************************************
 PP1305  DESIGNATION -  1909 F
 PP1305  PID         -  PP1305
 PP1305  STATE/COUNTY-  MN/DAKOTA
 PP1305  COUNTRY     -  US
 PP1305  USGS QUAD   -  ST PAUL SW (1993)
 PP1305
 PP1305                         *CURRENT SURVEY CONTROL
 PP1305  ______________________________________________________________________
 PP1305* NAD 83(1986) POSITION- 44 51 59.92   (N) 093 09 19.93   (W)   HD_HELD1  
 PP1305* NAVD 88 ORTHO HEIGHT -   266.160  (meters)     873.23  (feet) ADJUSTED  
 PP1305  ______________________________________________________________________
 PP1305  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 PP1305  DYNAMIC HEIGHT  -        266.151 (meters)      873.20  (feet) COMP
 PP1305  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 PP1305
 PP1305  VERT ORDER      -  SECOND    CLASS 0
 PP1305
 PP1305.The horizontal coordinates were established by differentially corrected
 PP1305.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1305.
 PP1305.The orthometric height was determined by differential leveling and
 PP1305.adjusted in June 1991.
 PP1305
 PP1305.Photographs are available for this station.
 PP1305
 PP1305.The dynamic height is computed by dividing the NAVD 88
 PP1305.geopotential number by the normal gravity value computed on the
 PP1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1305.degrees latitude (g = 980.6199 gals.).
 PP1305
 PP1305.The modeled gravity was interpolated from observed gravity values.
 PP1305
 PP1305;                    North         East    Units  Estimated Accuracy
 PP1305;SPC MN S     -   307,752.3     866,732.5     MT  (+/- 3 meters HH1 GPS) 
 PP1305
 PP1305                          SUPERSEDED SURVEY CONTROL
 PP1305
 PP1305  NGVD 29 (??/??/92)  266.101  (m)          873.03   (f) ADJ UNCH    2 0
 PP1305
 PP1305.Superseded values are not recommended for survey control.
 PP1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1305.See file dsdata.txt to determine how the superseded data were derived.
 PP1305
 PP1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8771268148(NAD 83)
 PP1305
 PP1305_MARKER: DD = SURVEY DISK
 PP1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1305_STAMPING: 1909 F 1971
 PP1305_MARK LOGO: MNHD  
 PP1305_PROJECTION: RECESSED 46 CENTIMETERS
 PP1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1305+STABILITY: SURFACE MOTION
 PP1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1305+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 PP1305
 PP1305  HISTORY     - Date     Condition        Report By
 PP1305  HISTORY     - 1971     MONUMENTED       MNHD
 PP1305  HISTORY     - 1977     GOOD             MNDT
 PP1305  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 PP1305  HISTORY     - 20050111 MARK NOT FOUND   USPSQD
 PP1305  HISTORY     - 20070614 GOOD             MNDT
 PP1305
 PP1305                          STATION DESCRIPTION
 PP1305
 PP1305'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1305'IN MENDOTA.
 PP1305'IT IS LOCATED 1.7 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM THE
 PP1305'JUNCTION OF TRUNK HIGHWAYS 49 AND 55 AT EAGAN.  IT IS 49.5 FEET
 PP1305'SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 55,
 PP1305'23.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE CHICAGO MILWAUKEE ST.
 PP1305'PAUL AND PACIFIC RAILROAD, 38.0 FEET NORTHWEST OF THE CENTER OF
 PP1305'ENTRANCE TO THE TEMCO MANUFACTURING COMPANY (ONE-STORY BLOCK
 PP1305'BUILDING), 20.0 FEET SOUTHEAST OF A TELEGRAPH POLE, AND 15.3 FEET
 PP1305'SOUTHWEST OF A TELEGRAPH POLE.  IT IS SET IN THE TOP OF A PRECAST
 PP1305'CONCRETE MONUMENT (MAGNETIC) THAT IS BURIED 1 INCH BELOW THE SURFACE
 PP1305'OF THE GROUND, AND IS 0.9 FOOT EAST OF A STEEL WITNESS POST.  CORNER
 PP1305'OF SE 1/4, SEC 34, T28N, R23W.
 PP1305
 PP1305                          STATION RECOVERY (2002)
 PP1305
 PP1305'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1305'MARK NOT FOUND.
 PP1305
 PP1305                          STATION RECOVERY (2005)
 PP1305
 PP1305'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1305'MARK NOT FOUND. SPSPS. ATD
 PP1305
 PP1305                          STATION RECOVERY (2007)
 PP1305
 PP1305'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1305'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 PP1305'BLOOMINGTON, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.7 MI
 PP1305'(9.2 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 PP1305' 
 PP1305'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP1305'HIGHWAY 55 AND TRUNK HIGHWAY 13 IN MENDOTA, 0.35 MI (0.6 KM) NORTHWEST
 PP1305'OF THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, 50 FT
 PP1305'(15.2 M) WEST OF TRUNK HIGHWAY 55, 40.0 FT (12.2 M) EAST OF OLD
 PP1305'RAILROAD BED, 38 FT (11.6 M) NORTH OF OLD TEMPCO MANUFACTURING COMPANY
 PP1305'ENTRANCE, 15 FT (4.6 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) EAST OF A
 PP1305'WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4409 ***********************************************************************
 AH4409  DESIGNATION -  1909 H
 AH4409  PID         -  AH4409
 AH4409  STATE/COUNTY-  MN/DAKOTA
 AH4409  COUNTRY     -  US
 AH4409  USGS QUAD   -  ST PAUL SW (1993)
 AH4409
 AH4409                         *CURRENT SURVEY CONTROL
 AH4409  ______________________________________________________________________
 AH4409* NAD 83(1986) POSITION- 44 51 44.38   (N) 093 09 03.51   (W)   HD_HELD1  
 AH4409* NAVD 88 ORTHO HEIGHT -   271.726  (meters)     891.49  (feet) ADJUSTED  
 AH4409  ______________________________________________________________________
 AH4409  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4409  DYNAMIC HEIGHT  -        271.717 (meters)      891.46  (feet) COMP
 AH4409  MODELED GRAVITY -    980,577.1   (mgal)                       NAVD 88
 AH4409
 AH4409  VERT ORDER      -  SECOND    CLASS I
 AH4409
 AH4409.The horizontal coordinates were established by differentially corrected
 AH4409.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4409.
 AH4409.The orthometric height was determined by differential leveling and
 AH4409.adjusted in June 2000.
 AH4409
 AH4409.Photographs are available for this station.
 AH4409
 AH4409.The dynamic height is computed by dividing the NAVD 88
 AH4409.geopotential number by the normal gravity value computed on the
 AH4409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4409.degrees latitude (g = 980.6199 gals.).
 AH4409
 AH4409.The modeled gravity was interpolated from observed gravity values.
 AH4409
 AH4409;                    North         East    Units  Estimated Accuracy
 AH4409;SPC MN S     -   307,276.4     867,097.9     MT  (+/- 3 meters HH1 GPS) 
 AH4409
 AH4409                          SUPERSEDED SURVEY CONTROL
 AH4409
 AH4409.No superseded survey control is available for this station.
 AH4409
 AH4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8807267668(NAD 83)
 AH4409
 AH4409_MARKER: DV = VERTICAL CONTROL DISK
 AH4409_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4409_SP_SET: BRIDGE RAILING
 AH4409_STAMPING: 1909 H 1988
 AH4409_MARK LOGO: MNDT  
 AH4409_PROJECTION: FLUSH
 AH4409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4409+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4409
 AH4409  HISTORY     - Date     Condition        Report By
 AH4409  HISTORY     - 1988     MONUMENTED       MNDT
 AH4409  HISTORY     - 20021012 GOOD             USPSQD
 AH4409  HISTORY     - 20050111 GOOD             USPSQD
 AH4409  HISTORY     - 20070614 GOOD             MNDT
 AH4409
 AH4409                          STATION DESCRIPTION
 AH4409
 AH4409'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4409'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4409'INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, AND IN THE SE 1/4 OF
 AH4409'SECTION 34, T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4409'MONUMENT DISK STAMPED---1909 H 1988---, IS SET IN THE TOP OF THE
 AH4409'RAILING AT THE NORTHWEST CORNER OF THE BRIDGE (NUMBER 19827) CARRYING
 AH4409'HIGHWAY 55 OVER HIGHWAY 494.  THE MARK IS 32.0 FEET WEST OF THE
 AH4409'CENTERLINE OF EASTBOUND HIGHWAY 55, 20.5 FEET SOUTHEAST OF THE
 AH4409'NORTHWEST CORNER OF THE WEST RAILING OF THE BRIDGE, AND 0.85 F00T EAST
 AH4409'OF THE END (STEEL) FENCE POST.
 AH4409
 AH4409                          STATION RECOVERY (2002)
 AH4409
 AH4409'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4409'RECOVERED IN GOOD CONDITION.
 AH4409
 AH4409                          STATION RECOVERY (2005)
 AH4409
 AH4409'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4409'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4409
 AH4409                          STATION RECOVERY (2007)
 AH4409
 AH4409'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4409'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 AH4409'BLOOMINGTON, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.4 MI
 AH4409'(8.7 KM) WEST OF INVER GROVE HEIGHTS.
 AH4409' 
 AH4409'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND
 AH4409'INTERSTATE HIGHWAY 494, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4409'TRUNK HIGHWAY 55 BRIDGE 19827 OVER INTERSTATE HIGHWAY 494, GO 32.0 FT
 AH4409'(9.8 M) WEST OF EASTBOUND TRUNK HIGHWAY 55, 20.5 FT (6.2 M) SOUTHEAST
 AH4409'OF THE NORTHWEST CORNER OF WEST RAILING OF BRIDGE, 0.85 FT (0.3 M)
 AH4409'EAST OF END BRIDGE FENCE POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4408 ***********************************************************************
 AH4408  DESIGNATION -  1909 J
 AH4408  PID         -  AH4408
 AH4408  STATE/COUNTY-  MN/DAKOTA
 AH4408  COUNTRY     -  US
 AH4408  USGS QUAD   -  ST PAUL SW (1993)
 AH4408
 AH4408                         *CURRENT SURVEY CONTROL
 AH4408  ______________________________________________________________________
 AH4408* NAD 83(1986) POSITION- 44 51 33.59   (N) 093 08 48.08   (W)   HD_HELD1  
 AH4408* NAVD 88 ORTHO HEIGHT -   270.954  (meters)     888.95  (feet) ADJUSTED  
 AH4408  ______________________________________________________________________
 AH4408  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4408  DYNAMIC HEIGHT  -        270.945 (meters)      888.93  (feet) COMP
 AH4408  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 AH4408
 AH4408  VERT ORDER      -  SECOND    CLASS I
 AH4408
 AH4408.The horizontal coordinates were established by differentially corrected
 AH4408.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4408.
 AH4408.The orthometric height was determined by differential leveling and
 AH4408.adjusted in June 2000.
 AH4408
 AH4408.Photographs are available for this station.
 AH4408
 AH4408.The dynamic height is computed by dividing the NAVD 88
 AH4408.geopotential number by the normal gravity value computed on the
 AH4408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4408.degrees latitude (g = 980.6199 gals.).
 AH4408
 AH4408.The modeled gravity was interpolated from observed gravity values.
 AH4408
 AH4408;                    North         East    Units  Estimated Accuracy
 AH4408;SPC MN S     -   306,946.9     867,440.1     MT  (+/- 3 meters HH1 GPS) 
 AH4408
 AH4408                          SUPERSEDED SURVEY CONTROL
 AH4408
 AH4408.No superseded survey control is available for this station.
 AH4408
 AH4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8841067334(NAD 83)
 AH4408
 AH4408_MARKER: DV = VERTICAL CONTROL DISK
 AH4408_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4408_SP_SET: BRIDGE RAILING
 AH4408_STAMPING: 1909 J 1988
 AH4408_MARK LOGO: MNDT  
 AH4408_PROJECTION: FLUSH
 AH4408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4408+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4408
 AH4408  HISTORY     - Date     Condition        Report By
 AH4408  HISTORY     - 1988     MONUMENTED       MNDT
 AH4408  HISTORY     - 19971201 GOOD             MNDT
 AH4408  HISTORY     - 20021217 GOOD             USPSQD
 AH4408  HISTORY     - 20050111 GOOD             USPSQD
 AH4408  HISTORY     - 20070614 GOOD             MNDT
 AH4408
 AH4408                          STATION DESCRIPTION
 AH4408
 AH4408'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4408'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4408'INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 55, AND IN THE NE 1/4 OF
 AH4408'SECTION 3, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4408'MONUMENT DISK STAMPED---1909 J 1988---, IS SET IN THE TOP OF THE
 AH4408'RAILING AT THE NORTHWEST CORNER OF THE BRIDGE (NUMBER 19819) CARRYING
 AH4408'HIGHWAY 55 OVER HIGHWAY 35E.  THE MARK IS 24.5 FEET NORTHEAST OF THE
 AH4408'CENTERLINE OF WESTBOUND HIGHWAY 55, 77.5 FEET SOUTHEAST OF THE END
 AH4408'POST (STEEL) OF THE BRIDGE FENCE, AND 77.5 FEET SOUTHEAST OF THE
 AH4408'NORTHWEST CORNER OF THE NORTH RAILING OF THE BRIDGE, AND 6.3 FEET
 AH4408'SOUTHWEST OF THE BRIDGE FENCE.
 AH4408
 AH4408                          STATION RECOVERY (1997)
 AH4408
 AH4408'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH4408'RECOVERED AS DESCRIBED IN VMETRO.
 AH4408
 AH4408                          STATION RECOVERY (2002)
 AH4408
 AH4408'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4408'RECOVERED IN GOOD CONDITION.
 AH4408
 AH4408                          STATION RECOVERY (2005)
 AH4408
 AH4408'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4408'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4408
 AH4408                          STATION RECOVERY (2007)
 AH4408
 AH4408'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4408'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF BLOOMINGTON, 6.4 MI
 AH4408'(10.3 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.2 MI (8.4 KM) WEST OF
 AH4408'INVER GROVE HEIGHTS.
 AH4408' 
 AH4408'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT NORTHWEST
 AH4408'CORNER OF TRUNK HIGHWAY 55 BRIDGE 19819 OVER INTERSTATE HIGHWAY 35E,
 AH4408'GO 24.5 FT (7.5 M) NORTHEAST OF WEST BOUND TRUNK HIGHWAY 55, 77.5 FT
 AH4408'(23.6 M) SOUTHEAST OF END POST IN BRIDGE FENCE, 77.5 FT (23.6 M)
 AH4408'SOUTHEAST OF THE NORTHWEST CORNER OF NORTH RAILING OF BRIDGE, 6.3 FT
 AH4408'(1.9 M) SOUTHWEST OF BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4407 ***********************************************************************
 AH4407  DESIGNATION -  1909 K
 AH4407  PID         -  AH4407
 AH4407  STATE/COUNTY-  MN/DAKOTA
 AH4407  COUNTRY     -  US
 AH4407  USGS QUAD   -  ST PAUL SW (1993)
 AH4407
 AH4407                         *CURRENT SURVEY CONTROL
 AH4407  ______________________________________________________________________
 AH4407* NAD 83(1986) POSITION- 44 51 32.24   (N) 093 08 47.75   (W)   HD_HELD1  
 AH4407* NAVD 88 ORTHO HEIGHT -   271.585  (meters)     891.03  (feet) ADJUSTED  
 AH4407  ______________________________________________________________________
 AH4407  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4407  DYNAMIC HEIGHT  -        271.577 (meters)      891.00  (feet) COMP
 AH4407  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4407
 AH4407  VERT ORDER      -  SECOND    CLASS I
 AH4407
 AH4407.The horizontal coordinates were established by differentially corrected
 AH4407.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4407.
 AH4407.The orthometric height was determined by differential leveling and
 AH4407.adjusted in June 2000.
 AH4407
 AH4407.Photographs are available for this station.
 AH4407
 AH4407.The dynamic height is computed by dividing the NAVD 88
 AH4407.geopotential number by the normal gravity value computed on the
 AH4407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4407.degrees latitude (g = 980.6199 gals.).
 AH4407
 AH4407.The modeled gravity was interpolated from observed gravity values.
 AH4407
 AH4407;                    North         East    Units  Estimated Accuracy
 AH4407;SPC MN S     -   306,905.3     867,447.8     MT  (+/- 3 meters HH1 GPS) 
 AH4407
 AH4407                          SUPERSEDED SURVEY CONTROL
 AH4407
 AH4407.No superseded survey control is available for this station.
 AH4407
 AH4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8841767292(NAD 83)
 AH4407
 AH4407_MARKER: DV = VERTICAL CONTROL DISK
 AH4407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4407_SP_SET: BRIDGE RAILING
 AH4407_STAMPING: 1909 K 1988
 AH4407_MARK LOGO: MNDT  
 AH4407_PROJECTION: FLUSH
 AH4407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4407+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4407
 AH4407  HISTORY     - Date     Condition        Report By
 AH4407  HISTORY     - 1988     MONUMENTED       MNDT
 AH4407  HISTORY     - 19971201 GOOD             MNDT
 AH4407  HISTORY     - 20021217 GOOD             USPSQD
 AH4407  HISTORY     - 20050111 GOOD             USPSQD
 AH4407  HISTORY     - 20070614 GOOD             MNDT
 AH4407
 AH4407                          STATION DESCRIPTION
 AH4407
 AH4407'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4407'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4407'INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 55, AND IN THE NE 1/4 OF
 AH4407'SECTION 3, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4407'MONUMENT DISK STAMPED---1909 K 1988---, IS SET IN THE TOP OF THE
 AH4407'RAILING AT THE SOUTHWEST CORNER OF THE BRIDGE (NUMBER 19819) CARRYING
 AH4407'HIGHWAY 55 OVER HIGHWAY 35E.  THE MARK IS 32.5 FEET SOUTHWEST OF THE
 AH4407'CENTERLINE OF EASTBOUND HIGHWAY 55, 51.3 FEET SOUTHEAST OF THE END
 AH4407'POST (STEEL) OF THE BRIDGE FENCE, AND 51.4 FEET EAST OF THE SOUTHWEST
 AH4407'CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4407
 AH4407                          STATION RECOVERY (1997)
 AH4407
 AH4407'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 AH4407'RECOVERED AS DESCRIBED IN VMETRO.
 AH4407
 AH4407                          STATION RECOVERY (2002)
 AH4407
 AH4407'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4407'RECOVERED IN GOOD CONDITION.
 AH4407
 AH4407                          STATION RECOVERY (2005)
 AH4407
 AH4407'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4407'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS. ATD
 AH4407
 AH4407                          STATION RECOVERY (2007)
 AH4407
 AH4407'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4407'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF BLOOMINGTON, 6.5 MI
 AH4407'(10.5 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.2 MI (8.4 KM) WEST OF
 AH4407'INVER GROVE HEIGHTS.
 AH4407' 
 AH4407'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND
 AH4407'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT SOUTHWEST CORNER OF
 AH4407'TRUNK HIGHWAY 55 BRIDGE 19819 OVER INTERSTATE HIGHWAY 35E, GO 32.5 FT
 AH4407'(9.9 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 51.3 FT (15.6 M)
 AH4407'SOUTHEAST OF END POST IN BRIDGE FENCE, 51.4 FT (15.7 M) EAST OF THE
 AH4407'SOUTHWEST CORNER OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4406 ***********************************************************************
 AH4406  DESIGNATION -  1909 L
 AH4406  PID         -  AH4406
 AH4406  STATE/COUNTY-  MN/DAKOTA
 AH4406  COUNTRY     -  US
 AH4406  USGS QUAD   -  ST PAUL SW (1993)
 AH4406
 AH4406                         *CURRENT SURVEY CONTROL
 AH4406  ______________________________________________________________________
 AH4406* NAD 83(1986) POSITION- 44 51 30.21   (N) 093 08 42.53   (W)   HD_HELD1  
 AH4406* NAVD 88 ORTHO HEIGHT -   270.434  (meters)     887.25  (feet) ADJUSTED  
 AH4406  ______________________________________________________________________
 AH4406  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4406  DYNAMIC HEIGHT  -        270.425 (meters)      887.22  (feet) COMP
 AH4406  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4406
 AH4406  VERT ORDER      -  SECOND    CLASS I
 AH4406
 AH4406.The horizontal coordinates were established by differentially corrected
 AH4406.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4406.
 AH4406.The orthometric height was determined by differential leveling and
 AH4406.adjusted in June 2000.
 AH4406
 AH4406.Photographs are available for this station.
 AH4406
 AH4406.The dynamic height is computed by dividing the NAVD 88
 AH4406.geopotential number by the normal gravity value computed on the
 AH4406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4406.degrees latitude (g = 980.6199 gals.).
 AH4406
 AH4406.The modeled gravity was interpolated from observed gravity values.
 AH4406
 AH4406;                    North         East    Units  Estimated Accuracy
 AH4406;SPC MN S     -   306,843.9     867,563.1     MT  (+/- 3 meters HH1 GPS) 
 AH4406
 AH4406                          SUPERSEDED SURVEY CONTROL
 AH4406
 AH4406.No superseded survey control is available for this station.
 AH4406
 AH4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8853267229(NAD 83)
 AH4406
 AH4406_MARKER: DV = VERTICAL CONTROL DISK
 AH4406_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4406_SP_SET: BRIDGE RAILING
 AH4406_STAMPING: 1909 L 1988
 AH4406_MARK LOGO: MNDT  
 AH4406_PROJECTION: FLUSH
 AH4406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4406+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4406
 AH4406  HISTORY     - Date     Condition        Report By
 AH4406  HISTORY     - 1988     MONUMENTED       MNDT
 AH4406  HISTORY     - 20021217 GOOD             USPSQD
 AH4406  HISTORY     - 20050111 GOOD             USPSQD
 AH4406  HISTORY     - 20070614 GOOD             MNDT
 AH4406
 AH4406                          STATION DESCRIPTION
 AH4406
 AH4406'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4406'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4406'INTERSTATE HIGHWAYS 35E AND TRUNK HIGHWAY 55, AND IN THE NW 1/4 OF
 AH4406'SECTION 2, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4406'MONUMENT DISK STAMPED---1909 L 1988---, IS SET IN THE TOP OF THE
 AH4406'RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 19861) CARRYING
 AH4406'EASTBOUND HIGHWAY 55 OVER HIGHWAY 35E.  THE MARK IS 32.5 FEET
 AH4406'SOUTHWEST OF THE CENTERLINE OF EASTBOUND HIGHWAY 55, 29.6 FEET
 AH4406'NORTHWEST OF THE END POST (STEEL) OF THE BRIDGE FENCE, AND 29.4 FEET
 AH4406'NORTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4406
 AH4406                          STATION RECOVERY (2002)
 AH4406
 AH4406'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4406'RECOVERED IN GOOD CONDITION.
 AH4406
 AH4406                          STATION RECOVERY (2005)
 AH4406
 AH4406'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4406'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4406
 AH4406                          STATION RECOVERY (2007)
 AH4406
 AH4406'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4406'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF BLOOMINGTON, 6.5 MI
 AH4406'(10.5 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.1 MI (8.2 KM) WEST OF
 AH4406'INVER GROVE HEIGHTS.
 AH4406' 
 AH4406'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND
 AH4406'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF
 AH4406'EASTBOUND TRUNK HIGHWAY 55 BRIDGE 19819 OVER INTERSTATE HIGHWAY 35E,
 AH4406'GO 32.5 FT (9.9 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 29.6 FT
 AH4406'(9.0 M) NORTHWEST OF END POST IN BRIDGE FENCE, 29.4 FT (9.0 M)
 AH4406'NORTHWEST OF THE SOUTHEAST CORNER OF SOUTH RAILING OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4405 ***********************************************************************
 AH4405  DESIGNATION -  1909 M
 AH4405  PID         -  AH4405
 AH4405  STATE/COUNTY-  MN/DAKOTA
 AH4405  COUNTRY     -  US
 AH4405  USGS QUAD   -  ST PAUL SW (1993)
 AH4405
 AH4405                         *CURRENT SURVEY CONTROL
 AH4405  ______________________________________________________________________
 AH4405* NAD 83(1986) POSITION- 44 51 31.26   (N) 093 08 42.24   (W)   HD_HELD1  
 AH4405* NAVD 88 ORTHO HEIGHT -   270.363  (meters)     887.02  (feet) ADJUSTED  
 AH4405  ______________________________________________________________________
 AH4405  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4405  DYNAMIC HEIGHT  -        270.354 (meters)      886.99  (feet) COMP
 AH4405  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 AH4405
 AH4405  VERT ORDER      -  SECOND    CLASS I
 AH4405
 AH4405.The horizontal coordinates were established by differentially corrected
 AH4405.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4405.
 AH4405.The orthometric height was determined by differential leveling and
 AH4405.adjusted in June 2000.
 AH4405
 AH4405.Photographs are available for this station.
 AH4405
 AH4405.The dynamic height is computed by dividing the NAVD 88
 AH4405.geopotential number by the normal gravity value computed on the
 AH4405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4405.degrees latitude (g = 980.6199 gals.).
 AH4405
 AH4405.The modeled gravity was interpolated from observed gravity values.
 AH4405
 AH4405;                    North         East    Units  Estimated Accuracy
 AH4405;SPC MN S     -   306,876.3     867,569.1     MT  (+/- 3 meters HH1 GPS) 
 AH4405
 AH4405                          SUPERSEDED SURVEY CONTROL
 AH4405
 AH4405.No superseded survey control is available for this station.
 AH4405
 AH4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8853867262(NAD 83)
 AH4405
 AH4405_MARKER: DV = VERTICAL CONTROL DISK
 AH4405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4405_SP_SET: BRIDGE RAILING
 AH4405_STAMPING: 1909 M 1988
 AH4405_MARK LOGO: MNDT  
 AH4405_PROJECTION: FLUSH
 AH4405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4405+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4405
 AH4405  HISTORY     - Date     Condition        Report By
 AH4405  HISTORY     - 1988     MONUMENTED       MNDT
 AH4405  HISTORY     - 19971201 GOOD             MNDT
 AH4405  HISTORY     - 20021217 GOOD             USPSQD
 AH4405  HISTORY     - 20050111 GOOD             USPSQD
 AH4405  HISTORY     - 20070614 GOOD             MNDT
 AH4405
 AH4405                          STATION DESCRIPTION
 AH4405
 AH4405'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4405'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4405'INTERSTATE HIGHWAYS 35E AND TRUNK HIGHWAY 55, AND IN THE NW 1/4 OF
 AH4405'SECTION 2, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4405'MONUMENT DISK STAMPED---1909 M 1988---, IS SET IN THE TOP OF THE
 AH4405'RAILING AT THE NORTHEAST CORNER OF THE BRIDGE (NUMBER 19824) CARRYING
 AH4405'HIGHWAY 55 OVER HIGHWAY 35E.  THE MARK IS 24.5 FEET NORTHEAST OF THE
 AH4405'CENTERLINE OF WESTBOUND HIGHWAY 55, 21.2 FEET WEST - NORTHWEST OF THE
 AH4405'END POST (STEEL) OF THE BRIDGE FENCE, 6.3 FEET SOUTHWEST OF THE BRIDGE
 AH4405'FENCE, AND 20.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE NORTH
 AH4405'RAILING OF THE BRIDGE.
 AH4405
 AH4405                          STATION RECOVERY (1997)
 AH4405
 AH4405'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH4405'RECOVERED AS DESCRIBED IN VMETRO.
 AH4405
 AH4405                          STATION RECOVERY (2002)
 AH4405
 AH4405'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4405'RECOVERED IN GOOD CONDITION.
 AH4405
 AH4405                          STATION RECOVERY (2005)
 AH4405
 AH4405'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4405'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS ATD
 AH4405
 AH4405                          STATION RECOVERY (2007)
 AH4405
 AH4405'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4405'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF BLOOMINGTON, 6.5 MI
 AH4405'(10.5 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.1 MI (8.2 KM) WEST OF
 AH4405'INVER GROVE HEIGHTS.
 AH4405' 
 AH4405'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 55 AND
 AH4405'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT NORTHEAST CORNER OF
 AH4405'TRUNK HIGHWAY 55 BRIDGE 19819 OVER INTERSTATE HIGHWAY 35E, GO 25.4 FT
 AH4405'(7.7 M) NORTHEAST OF WEST BOUND TRUNK HIGHWAY 55, 21.2 FT (6.5 M)
 AH4405'WEST-NORTHWEST OF BRIDGE FENCE, 20.5 FT (6.2 M) NORTHWEST OF THE
 AH4405'NORTHEAST CORNER OF NORTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8638 ***********************************************************************
 DE8638  DESIGNATION -  1909 N
 DE8638  PID         -  DE8638
 DE8638  STATE/COUNTY-  MN/DAKOTA
 DE8638  COUNTRY     -  US
 DE8638  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8638
 DE8638                         *CURRENT SURVEY CONTROL
 DE8638  ______________________________________________________________________
 DE8638* NAD 83(1986) POSITION- 44 49 51.23   (N) 093 04 16.13   (W)   HD_HELD1  
 DE8638* NAVD 88 ORTHO HEIGHT -   283.329  (meters)     929.56  (feet) ADJUSTED  
 DE8638  ______________________________________________________________________
 DE8638  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DE8638  DYNAMIC HEIGHT  -        283.319 (meters)      929.52  (feet) COMP
 DE8638  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 DE8638
 DE8638  VERT ORDER      -  SECOND    CLASS I
 DE8638
 DE8638.The horizontal coordinates were established by differentially corrected
 DE8638.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8638.
 DE8638.The orthometric height was determined by differential leveling and
 DE8638.adjusted in August 2004.
 DE8638
 DE8638.Photographs are available for this station.
 DE8638
 DE8638.The dynamic height is computed by dividing the NAVD 88
 DE8638.geopotential number by the normal gravity value computed on the
 DE8638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8638.degrees latitude (g = 980.6199 gals.).
 DE8638
 DE8638.The modeled gravity was interpolated from observed gravity values.
 DE8638
 DE8638;                    North         East    Units  Estimated Accuracy
 DE8638;SPC MN S     -   303,852.6     873,446.1     MT  (+/- 3 meters HH1 GPS) 
 DE8638
 DE8638                          SUPERSEDED SURVEY CONTROL
 DE8638
 DE8638.No superseded survey control is available for this station.
 DE8638
 DE8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9437664167(NAD 83)
 DE8638
 DE8638_MARKER: DD = SURVEY DISK
 DE8638_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8638_STAMPING: 1909 N 1997
 DE8638_MARK LOGO: MNDT  
 DE8638_PROJECTION: FLUSH
 DE8638_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8638+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8638_ROD/PIPE-DEPTH:  2.7 meters
 DE8638
 DE8638  HISTORY     - Date     Condition        Report By
 DE8638  HISTORY     - 1997     MONUMENTED       MNDT
 DE8638  HISTORY     - 20040918 GOOD             USPSQD
 DE8638  HISTORY     - 20051129 GOOD             USPSQD
 DE8638  HISTORY     - 20070703 GOOD             MNDT
 DE8638
 DE8638                          STATION DESCRIPTION
 DE8638
 DE8638'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8638'THE MARK IS IN INVER GROVE HEIGHTS, 0.80 MI (1.29 KM) ESE ALONG TH 55
 DE8638'FROM JCT OF TH 3 AND TH 55 IN INVER GROVE HEIGHTS, 82.5 FT (25.1 M)
 DE8638'NNE OF WB TH 55, 16.2 FT (4.9 M) SSW OF CYCLONE FENCE, 32.8 FT (10.0
 DE8638'M) EAST OF CYCLONE FENCE COR, 1.5 FT (0.5 M) WEST OF WIT POST. ROD
 DE8638'DRIVEN TO REFUSAL.
 DE8638
 DE8638                          STATION RECOVERY (2004)
 DE8638
 DE8638'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8638'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8638
 DE8638                          STATION RECOVERY (2005)
 DE8638
 DE8638'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8638'RECOVERED IN GOOD CONDITION.
 DE8638
 DE8638                          STATION RECOVERY (2007)
 DE8638
 DE8638'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE8638'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF SAINT PAUL, 4.0 MI
 DE8638'(6.4 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.8 MI (2.9 KM)
 DE8638'SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8638' 
 DE8638'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, 0.80 MI (1.3 KM)
 DE8638'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK
 DE8638'HIGHWAY 3 AND TRUNK HIGHWAY 55, GO 82.5 FT (25.1 M) NORTH-NORTHEAST OF
 DE8638'WESTBOUND TRUNK HIGHWAY 55, 16.2 FT (4.9 M) SOUTH-SOUTHWEST OF CYCLONE
 DE8638'FENCE, 32.8 FT (10.0 M) EAST OF CYCLONE FENCE CORNER, 1.3 FT (0.4 M)
 DE8638'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8639 ***********************************************************************
 DE8639  DESIGNATION -  1909 P
 DE8639  PID         -  DE8639
 DE8639  STATE/COUNTY-  MN/DAKOTA
 DE8639  COUNTRY     -  US
 DE8639  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8639
 DE8639                         *CURRENT SURVEY CONTROL
 DE8639  ______________________________________________________________________
 DE8639* NAD 83(1986) POSITION- 44 50 02.86   (N) 093 05 10.54   (W)   HD_HELD1  
 DE8639* NAVD 88 ORTHO HEIGHT -   266.673  (meters)     874.91  (feet) ADJUSTED  
 DE8639  ______________________________________________________________________
 DE8639  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DE8639  DYNAMIC HEIGHT  -        266.663 (meters)      874.88  (feet) COMP
 DE8639  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 DE8639
 DE8639  VERT ORDER      -  SECOND    CLASS I
 DE8639
 DE8639.The horizontal coordinates were established by differentially corrected
 DE8639.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8639.
 DE8639.The orthometric height was determined by differential leveling and
 DE8639.adjusted in August 2004.
 DE8639
 DE8639.Photographs are available for this station.
 DE8639
 DE8639.The dynamic height is computed by dividing the NAVD 88
 DE8639.geopotential number by the normal gravity value computed on the
 DE8639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8639.degrees latitude (g = 980.6199 gals.).
 DE8639
 DE8639.The modeled gravity was interpolated from observed gravity values.
 DE8639
 DE8639;                    North         East    Units  Estimated Accuracy
 DE8639;SPC MN S     -   304,198.1     872,247.1     MT  (+/- 3 meters HH1 GPS) 
 DE8639
 DE8639                          SUPERSEDED SURVEY CONTROL
 DE8639
 DE8639.No superseded survey control is available for this station.
 DE8639
 DE8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9318164527(NAD 83)
 DE8639
 DE8639_MARKER: DV = VERTICAL CONTROL DISK
 DE8639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8639_SP_SET: BRIDGE RAILING
 DE8639_STAMPING: 1909 P 1997
 DE8639_MARK LOGO: MNDT  
 DE8639_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8639+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8639
 DE8639  HISTORY     - Date     Condition        Report By
 DE8639  HISTORY     - 1993     MONUMENTED       MNDT
 DE8639  HISTORY     - 19971126 GOOD             MNDT
 DE8639  HISTORY     - 20040918 GOOD             USPSQD
 DE8639  HISTORY     - 20051129 GOOD             USPSQD
 DE8639  HISTORY     - 20070703 GOOD             MNDT
 DE8639
 DE8639                          STATION DESCRIPTION
 DE8639
 DE8639'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8639'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 DE8639'NE OF WESCOTT, IN RAILING AT NE COR OF TH 3 BRDG NO 19045 OVER TH 55,
 DE8639'AT TH 3 MP 123.45, 42.4 FT (12.9 M) EAST OF TH 3 MEDIAN, 29.8 FT (9.1
 DE8639'M) SOUTH OF NORTH END OF RAILING.  THE DISK WAS SET IN BRDG WHEN BUILT
 DE8639'IN 1993 THEN STAMPED IN 1997.
 DE8639
 DE8639                          STATION RECOVERY (2004)
 DE8639
 DE8639'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8639'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8639
 DE8639                          STATION RECOVERY (2005)
 DE8639
 DE8639'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8639'RECOVERED IN GOOD CONDITION.
 DE8639
 DE8639                          STATION RECOVERY (2007)
 DE8639
 DE8639'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8639'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF SAINT PAUL, 4.7 MI
 DE8639'(7.6 KM) WEST OF SAINT PAUL PARK AND 2.4 MI (3.9 KM) WEST-SOUTHWEST OF
 DE8639'INVER GROVE HEIGHTS.
 DE8639' 
 DE8639'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) NORTHEAST OF WESCOTT, IN
 DE8639'RAILING AT NORTHEAST CORNER OF TRUNK HIGHWAY 3 BRIDGE NUMBER 19045
 DE8639'OVER TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 3 MILE POINT 123.45, 42.4 FT
 DE8639'(12.9 M) EAST OF TRUNK HIGHWAY 3 MEDIAN, 29.8 FT (9.1 M) SOUTH OF
 DE8639'NORTH END OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8640 ***********************************************************************
 DE8640  DESIGNATION -  1909 Q
 DE8640  PID         -  DE8640
 DE8640  STATE/COUNTY-  MN/DAKOTA
 DE8640  COUNTRY     -  US
 DE8640  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8640
 DE8640                         *CURRENT SURVEY CONTROL
 DE8640  ______________________________________________________________________
 DE8640* NAD 83(1986) POSITION- 44 50 28.72   (N) 093 06 13.39   (W)   HD_HELD1  
 DE8640* NAVD 88 ORTHO HEIGHT -   267.575  (meters)     877.87  (feet) ADJUSTED  
 DE8640  ______________________________________________________________________
 DE8640  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DE8640  DYNAMIC HEIGHT  -        267.566 (meters)      877.84  (feet) COMP
 DE8640  MODELED GRAVITY -    980,575.0   (mgal)                       NAVD 88
 DE8640
 DE8640  VERT ORDER      -  SECOND    CLASS I
 DE8640
 DE8640.The horizontal coordinates were established by differentially corrected
 DE8640.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8640.
 DE8640.The orthometric height was determined by differential leveling and
 DE8640.adjusted in August 2004.
 DE8640
 DE8640.Photographs are available for this station.
 DE8640
 DE8640.The dynamic height is computed by dividing the NAVD 88
 DE8640.geopotential number by the normal gravity value computed on the
 DE8640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8640.degrees latitude (g = 980.6199 gals.).
 DE8640
 DE8640.The modeled gravity was interpolated from observed gravity values.
 DE8640
 DE8640;                    North         East    Units  Estimated Accuracy
 DE8640;SPC MN S     -   304,981.0     870,858.0     MT  (+/- 3 meters HH1 GPS) 
 DE8640
 DE8640                          SUPERSEDED SURVEY CONTROL
 DE8640
 DE8640.No superseded survey control is available for this station.
 DE8640
 DE8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9180265327(NAD 83)
 DE8640
 DE8640_MARKER: DD = SURVEY DISK
 DE8640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8640_STAMPING: 1909 Q 1997
 DE8640_MARK LOGO: MNDT  
 DE8640_PROJECTION: RECESSED 8 CENTIMETERS
 DE8640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8640+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8640_ROD/PIPE-DEPTH:  9.1 meters
 DE8640
 DE8640  HISTORY     - Date     Condition        Report By
 DE8640  HISTORY     - 1993     MONUMENTED       MNDT
 DE8640  HISTORY     - 19971126 GOOD             MNDT
 DE8640  HISTORY     - 20070703 GOOD             MNDT
 DE8640
 DE8640                          STATION DESCRIPTION
 DE8640
 DE8640'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8640'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.6 MI (2.6 KM)
 DE8640'NORTH OF WESCOTT, 1.05 MI (1.69 KM) ESE ALONG TH 55 FROM JCT OF TH 55
 DE8640'AND DODD RD IN EAGAN, 88.0 FT (26.8 M) SSW OF TH 55 EBL, 38.6 FT (11.8
 DE8640'M) ENE OF P-POLE, 103 FT (31.4 M) WSW OF P-POLE, 12.0 FT (3.7 M) NNE
 DE8640'OF WIT POST, STA RECESSED 0.30 FT (9.14 CM) BELOW GROUND.  THE ROD AND
 DE8640'DISK WERE SET IN 1993 THEN STAMPED IN 1997.
 DE8640
 DE8640                          STATION RECOVERY (2007)
 DE8640
 DE8640'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE8640'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH OF SAINT PAUL, 5.5 MI
 DE8640'(8.8 KM) WEST OF SAINT PAUL PARK AND 3.0 MI (4.8 KM) WEST OF INVER
 DE8640'GROVE HEIGHTS.
 DE8640' 
 DE8640'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) NORTH OF WESCOTT, 1.05 MI (1.7
 DE8640'KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK
 DE8640'HIGHWAY 55 AND DODD ROAD IN EAGAN, 88.0 FT (26.8 M) SOUTH-SOUTHWEST OF
 DE8640'TRUNK HIGHWAY 55 EAST-BOUND LANE, 38.6 FT (11.8 M) EAST-NORTHEAST OF
 DE8640'POWER POLE, 103.0 FT (31.4 M) WEST-SOUTHWEST OF POWER POLE, 12.0 FT
 DE8640'(3.7 M) NORTH-NORTHEAST OF A FENCE, 12.0 FT (3.7 M) NORTH-NORTHEAST OF
 DE8640'A WITNESS POST, 0.30 FT (0.1 M) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8642 ***********************************************************************
 DE8642  DESIGNATION -  1909 R
 DE8642  PID         -  DE8642
 DE8642  STATE/COUNTY-  MN/DAKOTA
 DE8642  COUNTRY     -  US
 DE8642  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8642
 DE8642                         *CURRENT SURVEY CONTROL
 DE8642  ______________________________________________________________________
 DE8642* NAD 83(1986) POSITION- 44 50 00.33   (N) 093 05 11.83   (W)   HD_HELD1  
 DE8642* NAVD 88 ORTHO HEIGHT -   265.028  (meters)     869.51  (feet) ADJUSTED  
 DE8642  ______________________________________________________________________
 DE8642  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DE8642  DYNAMIC HEIGHT  -        265.018 (meters)      869.48  (feet) COMP
 DE8642  MODELED GRAVITY -    980,573.7   (mgal)                       NAVD 88
 DE8642
 DE8642  VERT ORDER      -  SECOND    CLASS I
 DE8642
 DE8642.The horizontal coordinates were established by differentially corrected
 DE8642.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8642.
 DE8642.The orthometric height was determined by differential leveling and
 DE8642.adjusted in August 2004.
 DE8642
 DE8642.No vertical observational check was made to the station.
 DE8642
 DE8642.Photographs are available for this station.
 DE8642
 DE8642.The dynamic height is computed by dividing the NAVD 88
 DE8642.geopotential number by the normal gravity value computed on the
 DE8642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8642.degrees latitude (g = 980.6199 gals.).
 DE8642
 DE8642.The modeled gravity was interpolated from observed gravity values.
 DE8642
 DE8642;                    North         East    Units  Estimated Accuracy
 DE8642;SPC MN S     -   304,119.7     872,219.6     MT  (+/- 3 meters HH1 GPS) 
 DE8642
 DE8642                          SUPERSEDED SURVEY CONTROL
 DE8642
 DE8642.No superseded survey control is available for this station.
 DE8642
 DE8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9315364449(NAD 83)
 DE8642
 DE8642_MARKER: DV = VERTICAL CONTROL DISK
 DE8642_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8642_SP_SET: BRIDGE RAILING
 DE8642_STAMPING: 1909 R 1997
 DE8642_MARK LOGO: MNDT  
 DE8642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8642+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8642
 DE8642  HISTORY     - Date     Condition        Report By
 DE8642  HISTORY     - 1993     MONUMENTED       MNDT
 DE8642  HISTORY     - 19971126 GOOD             MNDT
 DE8642  HISTORY     - 20040918 GOOD             USPSQD
 DE8642  HISTORY     - 20070703 GOOD             MNDT
 DE8642
 DE8642                          STATION DESCRIPTION
 DE8642
 DE8642'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8642'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 DE8642'NE OF WESCOTT, AT JCT OF TH 3 AND TH 55, IN RAILING AT SE COR OF TH 3
 DE8642'BRIDGE NO 19045 OVER TH 55, AT TH 3 MP 123.4, 31.6 FT (9.6 M) EAST OF
 DE8642'TH 3, 23.6 FT (7.2 M) NORTH OF SOUTH END OF RAILING.  THE DISK WAS SET
 DE8642'IN BRDG WHEN BUILT IN 1993 THEN STAMPED IN 1997.
 DE8642
 DE8642                          STATION RECOVERY (2004)
 DE8642
 DE8642'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8642'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8642
 DE8642                          STATION RECOVERY (2007)
 DE8642
 DE8642'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8642'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH OF SAINT PAUL, 4.7 MI
 DE8642'(7.6 KM) WEST OF SAINT PAUL PARK AND 2.4 MI (3.9 KM) WEST-SOUTHWEST OF
 DE8642'INVER GROVE HEIGHTS.
 DE8642' 
 DE8642'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) NORTHEAST OF WESCOTT, AT THE
 DE8642'JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 55, IN RAILING AT
 DE8642'SOUTHEAST CORNER OF TRUNK HIGHWAY 3 BRIDGE NUMBER 19045 OVER TRUNK
 DE8642'HIGHWAY 55, AT TRUNK HIGHWAY 3 MILE POINT 123.4, 31.6 FT (9.6 M) EAST
 DE8642'OF TRUNK HIGHWAY 3, 23.6 FT (7.2 M) NORTH OF SOUTH END OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8641 ***********************************************************************
 DE8641  DESIGNATION -  1909 S
 DE8641  PID         -  DE8641
 DE8641  STATE/COUNTY-  MN/DAKOTA
 DE8641  COUNTRY     -  US
 DE8641  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8641
 DE8641                         *CURRENT SURVEY CONTROL
 DE8641  ______________________________________________________________________
 DE8641* NAD 83(1986) POSITION- 44 50 45.     (N) 093 07 16.     (W)   SCALED    
 DE8641* NAVD 88 ORTHO HEIGHT -   260.316  (meters)     854.05  (feet) ADJUSTED  
 DE8641  ______________________________________________________________________
 DE8641  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DE8641  DYNAMIC HEIGHT  -        260.307 (meters)      854.02  (feet) COMP
 DE8641  MODELED GRAVITY -    980,575.0   (mgal)                       NAVD 88
 DE8641
 DE8641  VERT ORDER      -  SECOND    CLASS I
 DE8641
 DE8641.The horizontal coordinates were scaled from a topographic map and have
 DE8641.an estimated accuracy of +/- 6 seconds.
 DE8641.
 DE8641.The orthometric height was determined by differential leveling and
 DE8641.adjusted in August 2004.
 DE8641
 DE8641.Photographs are available for this station.
 DE8641
 DE8641.The dynamic height is computed by dividing the NAVD 88
 DE8641.geopotential number by the normal gravity value computed on the
 DE8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8641.degrees latitude (g = 980.6199 gals.).
 DE8641
 DE8641.The modeled gravity was interpolated from observed gravity values.
 DE8641
 DE8641;                    North         East    Units  Estimated Accuracy
 DE8641;SPC MN S     -   305,470.      869,480.      MT  (+/- 180 meters Scaled)
 DE8641
 DE8641                          SUPERSEDED SURVEY CONTROL
 DE8641
 DE8641.No superseded survey control is available for this station.
 DE8641
 DE8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK904658(NAD 83)
 DE8641
 DE8641_MARKER: DD = SURVEY DISK
 DE8641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8641_STAMPING: 1909 S 1997
 DE8641_MARK LOGO: MNDT  
 DE8641_PROJECTION: FLUSH
 DE8641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8641+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8641_ROD/PIPE-DEPTH: 10.7 meters
 DE8641
 DE8641  HISTORY     - Date     Condition        Report By
 DE8641  HISTORY     - 1997     MONUMENTED       MNDT
 DE8641  HISTORY     - 20070703 POOR             MNDT
 DE8641
 DE8641                          STATION DESCRIPTION
 DE8641
 DE8641'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DE8641'THE MARK IS IN EAGAN, 0.10 MI (0.16 KM) SE ALONG TH 55 FROM JCT OF TH
 DE8641'55 AND DODD RD IN EAGAN, AT TH 55 MP 202.8, 84.1 FT (25.6 M) NE OF WB
 DE8641'TH 55, 91.7 FT (28.0 M) SSE OF STEEL HIGH TENSION POLE, 3.0 FT (0.9 M)
 DE8641'SE OF WITNESS POST.
 DE8641
 DE8641                          STATION RECOVERY (2007)
 DE8641
 DE8641'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE8641'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF SAINT
 DE8641'PAUL, 6.4 MI (10.3 KM) WEST OF SAINT PAUL PARK AND 3.9 MI (6.3 KM)
 DE8641'WEST OF INVER GROVE HEIGHTS.
 DE8641' 
 DE8641'TO REACH TO THE MARK IN EAGAN, GO 0.10 MI (0.2 KM) SOUTHEAST ALONG
 DE8641'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND DODD ROAD,
 DE8641'AT TRUNK HIGHWAY 55 MILE POINT 202.8, 84.1 FT (25.6 M) NORTHEAST OF
 DE8641'WESTBOUND TRUNK HIGHWAY 55, 91.7 FT (28.0 M) SOUTH-SOUTHEAST OF STEEL
 DE8641'HIGH TENSION POLE, 3 FT (0.9 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8629 ***********************************************************************
 DE8629  DESIGNATION -  1910 A
 DE8629  PID         -  DE8629
 DE8629  STATE/COUNTY-  MN/DAKOTA
 DE8629  COUNTRY     -  US
 DE8629  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8629
 DE8629                         *CURRENT SURVEY CONTROL
 DE8629  ______________________________________________________________________
 DE8629* NAD 83(1986) POSITION- 44 45 55.83   (N) 093 02 02.79   (W)   HD_HELD1  
 DE8629* NAVD 88 ORTHO HEIGHT -   286.460  (meters)     939.83  (feet) ADJUSTED  
 DE8629  ______________________________________________________________________
 DE8629  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DE8629  DYNAMIC HEIGHT  -        286.443 (meters)      939.77  (feet) COMP
 DE8629  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 DE8629
 DE8629  VERT ORDER      -  SECOND    CLASS I
 DE8629
 DE8629.The horizontal coordinates were established by differentially corrected
 DE8629.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8629.
 DE8629.The orthometric height was determined by differential leveling and
 DE8629.adjusted in August 2004.
 DE8629
 DE8629.Photographs are available for this station.
 DE8629
 DE8629.The dynamic height is computed by dividing the NAVD 88
 DE8629.geopotential number by the normal gravity value computed on the
 DE8629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8629.degrees latitude (g = 980.6199 gals.).
 DE8629
 DE8629.The modeled gravity was interpolated from observed gravity values.
 DE8629
 DE8629;                    North         East    Units  Estimated Accuracy
 DE8629;SPC MN S     -   296,621.0     876,460.6     MT  (+/- 3 meters HH1 GPS) 
 DE8629
 DE8629                          SUPERSEDED SURVEY CONTROL
 DE8629
 DE8629.No superseded survey control is available for this station.
 DE8629
 DE8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9730056902(NAD 83)
 DE8629
 DE8629_MARKER: DB = BENCH MARK DISK
 DE8629_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8629_SP_SET: BRIGE ABUTMENT
 DE8629_STAMPING: 1910 A 1970
 DE8629_MARK LOGO: MNHD  
 DE8629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8629+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 DE8629
 DE8629  HISTORY     - Date     Condition        Report By
 DE8629  HISTORY     - 1970     MONUMENTED       MNHD
 DE8629  HISTORY     - 19971126 GOOD             MNDT
 DE8629  HISTORY     - 20070709 GOOD             MNDT
 DE8629
 DE8629                          STATION DESCRIPTION
 DE8629
 DE8629'DESCRIBED BY MN DEPT OF TRANSP 1997 (DAS)
 DE8629'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE DISK WAS SET IN BRDG
 DE8629'WHEN BUILT IN 1958 THEN STAMPED IN 1970.  THE MARK IS LOCATED IN PINE
 DE8629'BEND, IN SW CORNER OF EB TH 55 BRIDGE NO 9110 OVER NB TH 52, 15 FT
 DE8629'(4.6 M) SW OF CENTERLINE.
 DE8629
 DE8629                          STATION RECOVERY (2007)
 DE8629
 DE8629'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8629'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF INVER GROVE
 DE8629'HEIGHTS, 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF SAINT PAUL PARK AND 3.3 MI
 DE8629'(5.3 KM) NORTH OF COATES.
 DE8629' 
 DE8629'TO REACH TO THE MARK AT PINE BEND, IN SOUTHWEST CORNER OF EASTBOUND
 DE8629'TRUNK HIGHWAY 55 BRIDGE 9110 OVER NORTHBOUND TRUNK HIGHWAY 52, GO 15
 DE8629'FT (4.6 M) SOUTHWEST OF CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0643 ***********************************************************************
 PP0643  DESIGNATION -  1910 B
 PP0643  PID         -  PP0643
 PP0643  STATE/COUNTY-  MN/DAKOTA
 PP0643  COUNTRY     -  US
 PP0643  USGS QUAD   -  VERMILLION (1993)
 PP0643
 PP0643                         *CURRENT SURVEY CONTROL
 PP0643  ______________________________________________________________________
 PP0643* NAD 83(1986) POSITION- 44 44 33.     (N) 092 59 03.     (W)   SCALED    
 PP0643* NAVD 88 ORTHO HEIGHT -   273.315  (meters)     896.70  (feet) ADJUSTED  
 PP0643  ______________________________________________________________________
 PP0643  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 PP0643  DYNAMIC HEIGHT  -        273.295 (meters)      896.64  (feet) COMP
 PP0643  MODELED GRAVITY -    980,535.2   (mgal)                       NAVD 88
 PP0643
 PP0643  VERT ORDER      -  SECOND    CLASS 0
 PP0643
 PP0643.The horizontal coordinates were scaled from a topographic map and have
 PP0643.an estimated accuracy of +/- 6 seconds.
 PP0643.
 PP0643.The orthometric height was determined by differential leveling and
 PP0643.adjusted in June 1991.
 PP0643
 PP0643.The dynamic height is computed by dividing the NAVD 88
 PP0643.geopotential number by the normal gravity value computed on the
 PP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0643.degrees latitude (g = 980.6199 gals.).
 PP0643
 PP0643.The modeled gravity was interpolated from observed gravity values.
 PP0643
 PP0643;                    North         East    Units  Estimated Accuracy
 PP0643;SPC MN S     -   294,110.      880,450.      MT  (+/- 180 meters Scaled)
 PP0643
 PP0643                          SUPERSEDED SURVEY CONTROL
 PP0643
 PP0643  NGVD 29 (??/??/92)  273.267  (m)          896.54   (f) ADJ UNCH    2 0
 PP0643
 PP0643.Superseded values are not recommended for survey control.
 PP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0643.See file dsdata.txt to determine how the superseded data were derived.
 PP0643
 PP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK012543(NAD 83)
 PP0643
 PP0643_MARKER: DD = SURVEY DISK
 PP0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0643_SP_SET: MONUMENT
 PP0643_STAMPING: 1910-B 1970
 PP0643_MARK LOGO: MNHD  
 PP0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0643+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 PP0643
 PP0643  HISTORY     - Date     Condition        Report By
 PP0643  HISTORY     - 1970     MONUMENTED       MNDT
 PP0643  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PP0643  HISTORY     - 19971124 MARK NOT FOUND   MNDT
 PP0643  HISTORY     - 19971124 MARK NOT FOUND   MNDT
 PP0643  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 PP0643  HISTORY     - 20061107 MARK NOT FOUND   MNDT
 PP0643
 PP0643                          STATION DESCRIPTION
 PP0643
 PP0643'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0643'2.8 MI SE FROM PINE BEND.
 PP0643'MARK IS LOCATED ABOUT 500 FEET EAST OF THE JUNCTION OF T.H. 55 WITH
 PP0643'COUNTY ROAD 38, AT FAHEY AVENUE, 47 FEET NORTH OF T.H. 55 CENTERLINE
 PP0643'STATION 489+00, 40 FEET WEST OF A TELEPHONE POLE, IN THE TOP OF A 6
 PP0643'FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH THE GROUND, 1 FOOT
 PP0643'SOUTH OF A STEEL WITNESS POST.  NE 1/4 SECTION 28, T 115N, R 18W.
 PP0643
 PP0643                          STATION RECOVERY (1986)
 PP0643
 PP0643'RECOVERY NOTE BY US POWER SQUADRON 1986 (JJ)
 PP0643'MARK NOT FOUND.
 PP0643
 PP0643                          STATION RECOVERY (1997)
 PP0643
 PP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (LEW)
 PP0643'SEARCHED FOR AND NOT FOUND.
 PP0643
 PP0643                          STATION RECOVERY (1997)
 PP0643
 PP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (LEW)
 PP0643'MARK WAS SEARCHED FOR AND NOT FOUND.
 PP0643
 PP0643                          STATION RECOVERY (2002)
 PP0643
 PP0643'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0643'MARK NOT FOUND.
 PP0643
 PP0643                          STATION RECOVERY (2006)
 PP0643
 PP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0643'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0642 ***********************************************************************
 PP0642  DESIGNATION -  1910 C
 PP0642  PID         -  PP0642
 PP0642  STATE/COUNTY-  MN/DAKOTA
 PP0642  COUNTRY     -  US
 PP0642  USGS QUAD   -  VERMILLION (1993)
 PP0642
 PP0642                         *CURRENT SURVEY CONTROL
 PP0642  ______________________________________________________________________
 PP0642* NAD 83(1986) POSITION- 44 44 32.32   (N) 092 58 28.46   (W)   HD_HELD1  
 PP0642* NAVD 88 ORTHO HEIGHT -   271.441  (meters)     890.55  (feet) ADJUSTED  
 PP0642  ______________________________________________________________________
 PP0642  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 PP0642  DYNAMIC HEIGHT  -        271.420 (meters)      890.48  (feet) COMP
 PP0642  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 PP0642
 PP0642  VERT ORDER      -  SECOND    CLASS 0
 PP0642
 PP0642.The horizontal coordinates were established by differentially corrected
 PP0642.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0642.
 PP0642.The orthometric height was determined by differential leveling and
 PP0642.adjusted in June 1991.
 PP0642
 PP0642.Photographs are available for this station.
 PP0642
 PP0642.The dynamic height is computed by dividing the NAVD 88
 PP0642.geopotential number by the normal gravity value computed on the
 PP0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0642.degrees latitude (g = 980.6199 gals.).
 PP0642
 PP0642.The modeled gravity was interpolated from observed gravity values.
 PP0642
 PP0642;                    North         East    Units  Estimated Accuracy
 PP0642;SPC MN S     -   294,101.0     881,205.6     MT  (+/- 3 meters HH1 GPS) 
 PP0642
 PP0642                          SUPERSEDED SURVEY CONTROL
 PP0642
 PP0642  NGVD 29 (??/??/92)  271.393  (m)          890.40   (f) ADJ UNCH    2 0
 PP0642
 PP0642.Superseded values are not recommended for survey control.
 PP0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0642.See file dsdata.txt to determine how the superseded data were derived.
 PP0642
 PP0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0201354325(NAD 83)
 PP0642
 PP0642_MARKER: DB = BENCH MARK DISK
 PP0642_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0642_SP_SET: MONUMENT
 PP0642_STAMPING: 1910 C 1970
 PP0642_MARK LOGO: MNHD  
 PP0642_PROJECTION: RECESSED 13 CENTIMETERS
 PP0642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0642+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 PP0642
 PP0642  HISTORY     - Date     Condition        Report By
 PP0642  HISTORY     - 1970     MONUMENTED       MNHD
 PP0642  HISTORY     - 1986     GOOD             USPSQD
 PP0642  HISTORY     - 20020221 GOOD             MNDT
 PP0642  HISTORY     - 20021214 GOOD             USPSQD
 PP0642  HISTORY     - 20040919 GOOD             USPSQD
 PP0642  HISTORY     - 20070711 GOOD             MNDT
 PP0642
 PP0642                          STATION DESCRIPTION
 PP0642
 PP0642'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0642'3.2 MI SE FROM PINE BEND.
 PP0642'MARK IS LOCATED ABOUT 0.5 MILES EAST OF JUNCTION OF T.H. 55 AND COUNTY
 PP0642'ROAD 38, 45 FEET NORTH OF T.H. 55 CENTERLINE STATION 511+83, 44 FEET
 PP0642'WEST OF THE PROJECTED CENTERLINE (SECTION LINE) OF FISCHER AVE. EAST,
 PP0642'32 FEET NORTHWEST OF A TELEPHONE POLE, 20 FEET NORTH OF A TELEPHONE
 PP0642'POLE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0642'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0642'28, T 115N, R 18W.
 PP0642
 PP0642                          STATION RECOVERY (1986)
 PP0642
 PP0642'RECOVERY NOTE BY US POWER SQUADRON 1986 (JJ)
 PP0642'RECOVERED IN GOOD CONDITION.
 PP0642
 PP0642                          STATION RECOVERY (2002)
 PP0642
 PP0642'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0642'THE MARK IS LOCATED IN ROSEMOUNT, 0.5 MI (0.8 KM) EAST OF WEST
 PP0642'JUNCTION OF TRUNK HIGHWAY 55 AND CO ROAD 42.
 PP0642' 
 PP0642'45.7 FT (13.9 M) NORTH OF TRUNK HIGHWAY 55 AT STATION 511+83, 36 FT
 PP0642'(11.0 M) WEST OF FISHER AV, 9 FT (2.7 M) WEST OF POWER POLE NO 45, 1
 PP0642'FT (0.3 M) SOUTH OF A WITNESS POST, MAGNETIC, AND RECESSED 5 INCHES
 PP0642'(13 CM).
 PP0642
 PP0642                          STATION RECOVERY (2002)
 PP0642
 PP0642'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0642'MARK IS LOCATED ABOUT 0.5 MILES E. OF JUNCTION T.H. 55 AND CRS 42 AND
 PP0642'38, 45 FT. N. OF T.H. 55 CENTERLINE, 36 FT. W. OF PROJECTED CENTERLINE
 PP0642'OF FISCHER AVE. 32 FT. W. OF A TELEPHONE POLE AND 8 FT. W. OF A
 PP0642'TELEPHONE POLE NO.45, 1 FT. S. OF A STEEL WITNESS POST, MARK IS SET
 PP0642'FLUSH WITH THE GROUND. NE 1/4 SECTION 28, T 115N, R 18W.
 PP0642
 PP0642                          STATION RECOVERY (2004)
 PP0642
 PP0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP0642'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 PP0642
 PP0642                          STATION RECOVERY (2007)
 PP0642
 PP0642'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0642'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF HASTINGS, 4.8 MI
 PP0642'(7.7 KM) NORTH OF VERMILLION AND 3.4 MI (5.5 KM) EAST-NORTHEAST OF
 PP0642'COATES.
 PP0642' 
 PP0642'TO REACH TO THE MARK AT ROSEMONT, GO 0.5 MI (0.8 KM) EAST OF WEST
 PP0642'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 42, 45.7 FT (13.9 M)
 PP0642'NORTH OF TRUNK HIGHWAY 55, 36.0 FT (11.0 M) WEST OF FISHER AVENUE
 PP0642'EAST, 9.0 FT (2.7 M) WEST OF POWER POLE (NUMBER 45), 1.0 FT (0.3 M)
 PP0642'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0641 ***********************************************************************
 PP0641  DESIGNATION -  1910 D
 PP0641  PID         -  PP0641
 PP0641  STATE/COUNTY-  MN/DAKOTA
 PP0641  COUNTRY     -  US
 PP0641  USGS QUAD   -  VERMILLION (1993)
 PP0641
 PP0641                         *CURRENT SURVEY CONTROL
 PP0641  ______________________________________________________________________
 PP0641* NAD 83(1996) POSITION- 44 44 30.98109(N) 092 57 44.50847(W)   ADJUSTED  
 PP0641* NAD 83(1996) ELLIP HT-   240.884 (meters)        (03/16/99)   ADJUSTED
 PP0641* NAVD 88 ORTHO HEIGHT -   269.283  (meters)     883.47  (feet) ADJUSTED  
 PP0641  ______________________________________________________________________
 PP0641  NAD 83(1996) X  -   -234,523.403 (meters)                     COMP
 PP0641  NAD 83(1996) Y  - -4,531,930.590 (meters)                     COMP
 PP0641  NAD 83(1996) Z  -  4,467,193.889 (meters)                     COMP
 PP0641  LAPLACE CORR    -        -12.38  (seconds)                    DEFLEC09
 PP0641  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 PP0641  DYNAMIC HEIGHT  -        269.261 (meters)      883.40  (feet) COMP
 PP0641  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 PP0641
 PP0641  HORZ ORDER      -  SECOND
 PP0641  VERT ORDER      -  SECOND    CLASS 0
 PP0641  ELLP ORDER      -  FOURTH    CLASS I
 PP0641
 PP0641.The horizontal coordinates were established by GPS observations
 PP0641.and adjusted by the National Geodetic Survey in March 1999.
 PP0641
 PP0641.The orthometric height was determined by differential leveling and
 PP0641.adjusted in June 1991.
 PP0641
 PP0641.Photographs are available for this station.
 PP0641
 PP0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0641
 PP0641.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0641
 PP0641.The ellipsoidal height was determined by GPS observations
 PP0641.and is referenced to NAD 83.
 PP0641
 PP0641.The dynamic height is computed by dividing the NAVD 88
 PP0641.geopotential number by the normal gravity value computed on the
 PP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0641.degrees latitude (g = 980.6199 gals.).
 PP0641
 PP0641.The modeled gravity was interpolated from observed gravity values.
 PP0641
 PP0641. The following values were computed from the NAD 83(1996) position.
 PP0641
 PP0641;                    North         East     Units Scale Factor Converg.
 PP0641;SPC MN S     -   294,071.840   882,172.884   MT  0.99993083   +0 43 38.3
 PP0641;SPC MN S     -   964,800.70  2,894,262.20   sFT  0.99993083   +0 43 38.3
 PP0641;UTM  15      - 4,954,284.455   502,979.620   MT  0.99960011   +0 01 35.4
 PP0641
 PP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0641!SPC MN S     -   0.99996223  x   0.99993083  =   0.99989307
 PP0641!UTM  15      -   0.99996223  x   0.99960011  =   0.99956236
 PP0641
 PP0641                          SUPERSEDED SURVEY CONTROL
 PP0641
 PP0641  NAD 83(1991)-  44 44 30.97429(N)    092 57 44.50557(W) AD(       ) 2
 PP0641  ELLIP H (11/21/91)  240.973  (m)                       GP(       ) 4 1
 PP0641  NAD 83(1986)-  44 44 30.97328(N)    092 57 44.50540(W) AD(       ) 2
 PP0641  NGVD 29 (??/??/92)  269.234  (m)          883.31   (f) ADJ UNCH    2 0
 PP0641
 PP0641.Superseded values are not recommended for survey control.
 PP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0641.See file dsdata.txt to determine how the superseded data were derived.
 PP0641
 PP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0297954284(NAD 83)
 PP0641
 PP0641_MARKER: DB = BENCH MARK DISK
 PP0641_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0641_SP_SET: CONCRETE POST
 PP0641_STAMPING: 1910 D 1970
 PP0641_MARK LOGO: MNHD  
 PP0641_PROJECTION: FLUSH
 PP0641_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0641+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 PP0641
 PP0641  HISTORY     - Date     Condition        Report By
 PP0641  HISTORY     - 1970     MONUMENTED       MNHD
 PP0641  HISTORY     - 19900724 GOOD             NGS
 PP0641  HISTORY     - 20020220 GOOD             MNDT
 PP0641  HISTORY     - 20021214 GOOD             USPSQD
 PP0641  HISTORY     - 20040919 GOOD             USPSQD
 PP0641  HISTORY     - 20070711 GOOD             MNDT
 PP0641
 PP0641                          STATION DESCRIPTION
 PP0641
 PP0641'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0641'3.8 MI SE FROM PINE BEND.
 PP0641'MARK IS LOCATED ABOUT 0.5 MILES WEST OF THE JUNCTION OF COUNTY ROAD 42
 PP0641'AND T.H. 55, 47 FEET NORTH OF T.H. 55 STATION 543 + 9, 3 FEET SOUTH OF
 PP0641'A RIGHT OF WAY MARKER, 1 FOOT SOUTH OF A STEEL WITNESS POST IN THE TOP
 PP0641'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE
 PP0641'1/4 SECTION 27, T 115N, R 18W.
 PP0641
 PP0641                          STATION RECOVERY (1990)
 PP0641
 PP0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PP0641'THE STATION IS LOCATED ABOUT 21 KM (13.0 MI) SOUTHEAST OF ST PAUL, 9.2
 PP0641'KM (5.7 MI) WEST OF HASTINGS, 0.64 KM (0.40 MI) WEST OF THE JUNCTION
 PP0641'OF COUNTY ROADS 42 AND 85 SOUTH, 0.24 KM (0.15 MI) WEST OF HIGHWAY
 PP0641'MILEPOST 215 AND ON THE NORTH R-O-W OF STATE HIGHWAY 55.
 PP0641'OWNERSHIP-MNDT.
 PP0641'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 61 AND STATE
 PP0641'ROUTE 55 IN HASTINGS, GO WEST ALONG STATE ROUTE 55 FOR 8.88 KM
 PP0641'(5.52 MI) TO THE STATION ON THE RIGHT.
 PP0641'THE STATION MARK IS SET 17.9 M (58.7 FT) EAST OF A UTILITY POLE, 14.5
 PP0641'M (47.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.91 M (2.99 FT) SOUTH
 PP0641'OF A R-O-W POST, 0.6 M (2.0 FT) EAST OF A CARSONITE WITNESS POST AND
 PP0641'FLUSH WITH THE GROUND SURFACE.
 PP0641'DESCRIBED BY R.D.BALL
 PP0641
 PP0641                          STATION RECOVERY (2002)
 PP0641
 PP0641'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0641'THE MARK IS AT ROSEMOUNT, 0.5 MI (0.8 KM) WEST OF EAST OF THE JUNCTION
 PP0641'OF TRUNK HIGHWAY 55 AND CO ROAD 42, AT TRUNK HIGHWAY 55 MILEPOST
 PP0641'214.85.
 PP0641' 
 PP0641'48.0 FT (14.6 M) NORTH OF TRUNK HIGHWAY 55, 6.6 FT (2.0 M) EAST OF
 PP0641'HIGH TENSION POWER POLE NO 54, 3.0 FT (0.9 M) SOUTH OF R/W MARKER, 1.5
 PP0641'FT (0.5 M) SOUTHWEST OF A WITNESS POST.
 PP0641
 PP0641                          STATION RECOVERY (2002)
 PP0641
 PP0641'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0641'MARK FOUND AS DESCRIBED WITH THESE ADDITIONS. MARK IS 0.1 MILE WEST OF
 PP0641'JUNCTION OF TH 55 AND CR 42 AND CR 85, AND 6 FEET EAST OF A
 PP0641'TRANSMISSION POLE NUMBERED 54.
 PP0641
 PP0641                          STATION RECOVERY (2004)
 PP0641
 PP0641'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP0641'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 PP0641
 PP0641                          STATION RECOVERY (2007)
 PP0641
 PP0641'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0641'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF HASTINGS, 4.7 MI
 PP0641'(7.6 KM) NORTH OF VERMILLION AND 3.9 MI (6.3 KM) EAST-NORTHEAST OF
 PP0641'COATES.
 PP0641' 
 PP0641'TO REACH TO THE MARK AT ROSEMONT, AT TRUNK HIGHWAY 55 MILE POINT 214.
 PP0641'85, GO 0.5 MI (0.8 KM) WEST OF EAST JUNCTION OF TRUNK HIGHWAY 55 AND
 PP0641'COUNTY ROAD 42, 48.0 FT (14.6 M) NORTH OF TRUNK HIGHWAY 55, 6.6 FT
 PP0641'(2.0 M) EAST OF HIGH TENSION POWER POLE (NUMBER 54), 3.0 FT (0.9 M)
 PP0641'SOUTH OF RIGHT OF WAY MARKER, 1.5 FT (0.5 M) SOUTHWEST OF A WITNESS
 PP0641'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0639 ***********************************************************************
 PP0639  DESIGNATION -  1910 E
 PP0639  PID         -  PP0639
 PP0639  STATE/COUNTY-  MN/DAKOTA
 PP0639  COUNTRY     -  US
 PP0639  USGS QUAD   -  VERMILLION (1993)
 PP0639
 PP0639                         *CURRENT SURVEY CONTROL
 PP0639  ______________________________________________________________________
 PP0639* NAD 83(2007) POSITION- 44 44 18.48970(N) 092 56 20.41836(W)   ADJUSTED  
 PP0639* NAD 83(2007) ELLIP HT-   240.661 (meters)        (04/01/09)   ADJUSTED
 PP0639* NAD 83(2007) EPOCH   -  2002.00
 PP0639* NAVD 88 ORTHO HEIGHT -   269.219  (meters)     883.26  (feet) ADJUSTED  
 PP0639  ______________________________________________________________________
 PP0639  NAD 83(2007) X  -   -232,689.713 (meters)                     COMP
 PP0639  NAD 83(2007) Y  - -4,532,296.734 (meters)                     COMP
 PP0639  NAD 83(2007) Z  -  4,466,919.835 (meters)                     COMP
 PP0639  LAPLACE CORR    -        -13.51  (seconds)                    DEFLEC09
 PP0639  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 PP0639  DYNAMIC HEIGHT  -        269.196 (meters)      883.19  (feet) COMP
 PP0639  MODELED GRAVITY -    980,524.3   (mgal)                       NAVD 88
 PP0639
 PP0639  HORZ ORDER      -  FIRST
 PP0639  VERT ORDER      -  SECOND    CLASS I
 PP0639  ELLP ORDER      -  FOURTH    CLASS I
 PP0639
 PP0639.The horizontal coordinates were established by GPS observations
 PP0639.and adjusted by the MN DEPT OF TRANSP in April 2009.
 PP0639
 PP0639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0639.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0639
 PP0639.The horizontal coordinates are valid at the epoch date displayed above
 PP0639.which is a decimal equivalence of Year/Month/Day.
 PP0639
 PP0639.The orthometric height was determined by differential leveling and
 PP0639.adjusted in June 1991.
 PP0639
 PP0639.Photographs are available for this station.
 PP0639
 PP0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0639
 PP0639.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0639
 PP0639.The ellipsoidal height was determined by GPS observations
 PP0639.and is referenced to NAD 83.
 PP0639
 PP0639.The dynamic height is computed by dividing the NAVD 88
 PP0639.geopotential number by the normal gravity value computed on the
 PP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0639.degrees latitude (g = 980.6199 gals.).
 PP0639
 PP0639.The modeled gravity was interpolated from observed gravity values.
 PP0639
 PP0639. The following values were computed from the NAD 83(2007) position.
 PP0639
 PP0639;                    North         East     Units Scale Factor Converg.
 PP0639;SPC MN S     -   293,710.054   884,027.589   MT  0.99993058   +0 44 37.3
 PP0639;SPC MN S     -   963,613.74  2,900,347.18   sFT  0.99993058   +0 44 37.3
 PP0639;UTM  15      - 4,953,900.138   504,829.150   MT  0.99960029   +0 02 34.6
 PP0639
 PP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0639!SPC MN S     -   0.99996227  x   0.99993058  =   0.99989285
 PP0639!UTM  15      -   0.99996227  x   0.99960029  =   0.99956257
 PP0639
 PP0639                          SUPERSEDED SURVEY CONTROL
 PP0639
 PP0639  NAVD 88 (04/01/09)  269.22   (m)          883.3    (f) LEVELING    3  
 PP0639  NGVD 29 (??/??/92)  269.170  (m)          883.10   (f) ADJ UNCH    2 0
 PP0639
 PP0639.Superseded values are not recommended for survey control.
 PP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0639.See file dsdata.txt to determine how the superseded data were derived.
 PP0639
 PP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0482953900(NAD 83)
 PP0639
 PP0639_MARKER: DB = BENCH MARK DISK
 PP0639_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0639_SP_SET: MONUMENT
 PP0639_STAMPING: 1910 E 1970
 PP0639_MARK LOGO: MNHD  
 PP0639_PROJECTION: FLUSH
 PP0639_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0639+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2009
 PP0639
 PP0639  HISTORY     - Date     Condition        Report By
 PP0639  HISTORY     - 1970     MONUMENTED       MNHD
 PP0639  HISTORY     - 20020221 GOOD             MNDT
 PP0639  HISTORY     - 20021214 GOOD             USPSQD
 PP0639  HISTORY     - 20051012 GOOD             MNDT
 PP0639  HISTORY     - 20070711 GOOD             MNDT
 PP0639  HISTORY     - 20080103 GOOD             MNDT
 PP0639  HISTORY     - 20090317 GOOD             MNDT
 PP0639
 PP0639                          STATION DESCRIPTION
 PP0639
 PP0639'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0639'4.2 MI W FROM HASTINGS.
 PP0639'MARK IS LOCATED ABOUT 0.8 MILES EAST OF JUNCTION OF T.H. 55 AND COUNTY
 PP0639'ROAD 42, 49 FEET SOUTH OF T.H. 55 CENTERLINE STATION 606 + 29, 29 FEET
 PP0639'EAST OF THE NORTH END OF A ADVERTISING SIGN (BROWN PHOTO), 47 FEET
 PP0639'NORTHEAST OF THE SOUTH END OF THE ADVERTISING SIGN, 1 FOOT NORTH OF A
 PP0639'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0639'SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 26, T 115N, R 18-W.
 PP0639
 PP0639                          STATION RECOVERY (2002)
 PP0639
 PP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0639'THE MARK IS 3 MI (4.8 KM) WEST OF HASTINGS, 0.8 MI (1.3 KM) EAST OF
 PP0639'THE JUNCTION OF TRUNK HIGHWAY 55 AND CO ROAD 42 AT TRUNK HIGHWAY 55
 PP0639'MILEPOST 216.0.
 PP0639' 
 PP0639'66.0 FT (65.8 M) EAST-SOUTHEAST OF MILEPOST 216, 49 FT (14.9 M) SOUTH
 PP0639'OF TRUNK HIGHWAY 55, 20.0 FT (6.1 M) EAST OF A FIELD ENTRANCE, 10.0 FT
 PP0639'(3.0 M) WEST-NORTHWEST OF T-POLE, 0.9 FT (0.3 M) SOUTH OF A WITNESS
 PP0639'POST, RECESSED 2 INCHES, (0 CM), RAILROAD SPIKE SET ADJACENT TO MARK
 PP0639'MAKES IT MAGNETIC.
 PP0639
 PP0639                          STATION RECOVERY (2002)
 PP0639
 PP0639'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0639'MARK IS LOCATED 49 FT. S. OF T.H. 55 CENTERLINE AT STATION 606 + 29,
 PP0639'66.0 FT. SE OF MILE MARKER 216 AT A FIELD ENTRANCE, 1.0 FT. N. OF A
 PP0639'STEEL WITNESS POST, AND IS FLUSH WITH THE GROUND.
 PP0639
 PP0639                          STATION RECOVERY (2005)
 PP0639
 PP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 PP0639'3 MILES WEST OF HASTINGS, AT TRUNK HIGHWAY 55 MILEPOINT 216.0, 0.8
 PP0639'MILE EAST OF JUNCTION OF TRUNK HIGHWAY 55 AND EAST JUNCTION OFCOUNTY
 PP0639'ROAD 42, 66.0 FEET EAST-SOUTHEAST OF MILEPOST 216, 49 FEET SOUTH OF
 PP0639'TRUNK HIGHWAY 55, 20 FEET EAST OF FIELD ENTRANCE, 10.0 FEET
 PP0639'WEST-NORTHWEST OF TELEPHONE POLE, 0.9 FOOT SOUTH OF WITNESS POST.
 PP0639
 PP0639                          STATION RECOVERY (2007)
 PP0639
 PP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0639'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-NORTHEAST OF COATES,
 PP0639'4.7 MI (7.6 KM) NORTH-NORTHEAST OF VERMILLION AND 4.3 MI (6.9 KM) WEST
 PP0639'OF HASTINGS.
 PP0639' 
 PP0639'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) WEST OF HASTINGS, AT TRUNK
 PP0639'HIGHWAY 55 MILE POINT 216.0, 0.8 MI (1.3 KM) EAST OF THE JUNCTION OF
 PP0639'TRUNK HIGHWAY 55 AND COUNTY ROAD 42, 66.0 FT (20.1 M) EAST-SOUTHEAST
 PP0639'OF MILE POINT 216, 49 FT (14.9 M) SOUTH OF TRUNK HIGHWAY 55, 20.0 FT
 PP0639'(6.1 M) EAST OF A FIELD ENTRANCE, 10.0 FT (3.0 M) WEST-NORTHWEST OF
 PP0639'TELEPHONE POLE, 0.9 FT (0.3 M) SOUTH OF A WITNESS POST.
 PP0639
 PP0639                          STATION RECOVERY (2008)
 PP0639
 PP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PP0639'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) EAST-NORTHEAST OF COATES,
 PP0639'4.7 MI (7.6 KM) NORTH-NORTHEAST OF VERMILLION AND 4.3 MI (6.9 KM) WEST
 PP0639'OF HASTINGS.
 PP0639' 
 PP0639'TO REACH TO THE MARK FROM TRUNK HIGHWAY 55 MILE POINT 216.0, GO 0.8 MI
 PP0639'(1.3 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND EAST JUNCTION
 PP0639'OFCOUNTY ROAD 42, 66.0 FT (20.1 M) EAST-SOUTHEAST OF MILE POINT 216,
 PP0639'49 FT (14.9 M) SOUTH OF TRUNK HIGHWAY 55, 20.0 FT (6.1 M) EAST OF A
 PP0639'FIELD ENTRANCE, 10.0 FT (3.0 M) WEST-NORTHWEST OF TELEPHONE POLE, 0.9
 PP0639'FT (0.3 M) SOUTH OF A WITNESS POST.
 PP0639
 PP0639                          STATION RECOVERY (2009)
 PP0639
 PP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP0639'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0638 ***********************************************************************
 PP0638  DESIGNATION -  1910 F
 PP0638  PID         -  PP0638
 PP0638  STATE/COUNTY-  MN/DAKOTA
 PP0638  COUNTRY     -  US
 PP0638  USGS QUAD   -  VERMILLION (1993)
 PP0638
 PP0638                         *CURRENT SURVEY CONTROL
 PP0638  ______________________________________________________________________
 PP0638* NAD 83(1986) POSITION- 44 44 17.93   (N) 092 55 46.61   (W)   HD_HELD1  
 PP0638* NAVD 88 ORTHO HEIGHT -   265.419  (meters)     870.80  (feet) ADJUSTED  
 PP0638  ______________________________________________________________________
 PP0638  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 PP0638  DYNAMIC HEIGHT  -        265.395 (meters)      870.72  (feet) COMP
 PP0638  MODELED GRAVITY -    980,522.1   (mgal)                       NAVD 88
 PP0638
 PP0638  VERT ORDER      -  SECOND    CLASS I
 PP0638
 PP0638.The horizontal coordinates were established by differentially corrected
 PP0638.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0638.
 PP0638.The orthometric height was determined by differential leveling and
 PP0638.adjusted in June 1991.
 PP0638
 PP0638.Photographs are available for this station.
 PP0638
 PP0638.The dynamic height is computed by dividing the NAVD 88
 PP0638.geopotential number by the normal gravity value computed on the
 PP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0638.degrees latitude (g = 980.6199 gals.).
 PP0638
 PP0638.The modeled gravity was interpolated from observed gravity values.
 PP0638
 PP0638;                    North         East    Units  Estimated Accuracy
 PP0638;SPC MN S     -   293,702.5     884,771.5     MT  (+/- 3 meters HH1 GPS) 
 PP0638
 PP0638                          SUPERSEDED SURVEY CONTROL
 PP0638
 PP0638  NGVD 29 (??/??/92)  265.370  (m)          870.63   (f) ADJ UNCH    2 0
 PP0638
 PP0638.Superseded values are not recommended for survey control.
 PP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0638.See file dsdata.txt to determine how the superseded data were derived.
 PP0638
 PP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0557253883(NAD 83)
 PP0638
 PP0638_MARKER: DB = BENCH MARK DISK
 PP0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0638_SP_SET: MONUMENT
 PP0638_STAMPING: 1910 F 1970
 PP0638_MARK LOGO: MNHD  
 PP0638_PROJECTION: FLUSH
 PP0638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0638+STABILITY: SURFACE MOTION
 PP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0638+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2007
 PP0638
 PP0638  HISTORY     - Date     Condition        Report By
 PP0638  HISTORY     - 1970     MONUMENTED       MNHD
 PP0638  HISTORY     - 20020221 GOOD             MNDT
 PP0638  HISTORY     - 20021214 GOOD             USPSQD
 PP0638  HISTORY     - 20070712 GOOD             MNDT
 PP0638
 PP0638                          STATION DESCRIPTION
 PP0638
 PP0638'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0638'3.8 MI W FROM HASTINGS.
 PP0638'MARK IS LOCATED ABOUT 200 FEET WEST OF HORNER AVENUE, 40 FEET SOUTH OF
 PP0638'T.H. 55 CENTERLINE STATION 630 + 62, 7 FEET SOUTH WEST OF A CONCRETE
 PP0638'RETAINING WALL, 1 FOOT NORTH OF A STEEL WITNESS POST, IN TOP OF A 6
 PP0638'FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4
 PP0638'SECTION 25, T 115N, R 18W.
 PP0638
 PP0638                          STATION RECOVERY (2002)
 PP0638
 PP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0638'THE MARK IS 1.8 MI (2.9 KM) WEST OF HASTINGS, 2.35 MI (3.8 KM) WEST
 PP0638'ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP0638'HIGHWAY 61 IN HASTINGS, AT TRUNK HIGHWAY 55 MILEPOST 216.5.
 PP0638' 
 PP0638'170 FT (66.0 M) WEST OF HORNER AVENUE, 54.0 FT (16.5 M) EAST-NORTHEAST
 PP0638'OF T-POLE, 38 FT (11.6 M) SOUTH OF TRUNK HIGHWAY 55, 15.8 FT (4.8 M)
 PP0638'SOUTH-SOUTHWEST OF WEST END OF GUARD RAIL, 7 FT (2.1 M) SOUTHWEST OF
 PP0638'CONCRETE RETAINING WALL, 1 FT (0.3 M) NORTH OF A WITNESS POST, LEVEL
 PP0638'WITH TRUNK HIGHWAY 55 ON BACKSLOPE AND RECESSED 8 INCHES, (0 CM).
 PP0638
 PP0638                          STATION RECOVERY (2002)
 PP0638
 PP0638'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0638'RECOVERED IN GOOD CONDITION.
 PP0638
 PP0638                          STATION RECOVERY (2007)
 PP0638
 PP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0638'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST-NORTHEAST OF COATES,
 PP0638'4.8 MI (7.7 KM) NORTH-NORTHEAST OF VERMILLION AND 3.8 MI (6.1 KM) WEST
 PP0638'OF HASTINGS.
 PP0638' 
 PP0638'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) WEST OF HASTINGS, AT TRUNK
 PP0638'HIGHWAY 55 MILE POINT 216.5, 170 FT (51.8 M) WEST OF HORNER AVENUE,
 PP0638'54.0 FT (16.5 M) EAST-NORTHEAST OF TELEPHONE POLE, 38.0 FT (11.6 M)
 PP0638'SOUTH OF TRUNK HIGHWAY 55, 15.8 FT (4.8 M) SOUTH-SOUTHWEST OF WEST END
 PP0638'OF GUARD RAIL, 7.0 FT (2.1 M) SOUTHWEST OF CONCRETE RETAINING WALL,
 PP0638'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0637 ***********************************************************************
 PP0637  DESIGNATION -  1910 G
 PP0637  PID         -  PP0637
 PP0637  STATE/COUNTY-  MN/DAKOTA
 PP0637  COUNTRY     -  US
 PP0637  USGS QUAD   -  VERMILLION (1993)
 PP0637
 PP0637                         *CURRENT SURVEY CONTROL
 PP0637  ______________________________________________________________________
 PP0637* NAD 83(1986) POSITION- 44 44 18.51   (N) 092 55 12.82   (W)   HD_HELD1  
 PP0637* NAVD 88 ORTHO HEIGHT -   256.687  (meters)     842.15  (feet) ADJUSTED  
 PP0637  ______________________________________________________________________
 PP0637  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 PP0637  DYNAMIC HEIGHT  -        256.664 (meters)      842.07  (feet) COMP
 PP0637  MODELED GRAVITY -    980,520.0   (mgal)                       NAVD 88
 PP0637
 PP0637  VERT ORDER      -  SECOND    CLASS I
 PP0637
 PP0637.The horizontal coordinates were established by differentially corrected
 PP0637.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0637.
 PP0637.The orthometric height was determined by differential leveling and
 PP0637.adjusted in April 2010.
 PP0637
 PP0637.Photographs are available for this station.
 PP0637
 PP0637.The dynamic height is computed by dividing the NAVD 88
 PP0637.geopotential number by the normal gravity value computed on the
 PP0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0637.degrees latitude (g = 980.6199 gals.).
 PP0637
 PP0637.The modeled gravity was interpolated from observed gravity values.
 PP0637
 PP0637;                    North         East    Units  Estimated Accuracy
 PP0637;SPC MN S     -   293,730.2     885,514.6     MT  (+/- 3 meters HH1 GPS) 
 PP0637
 PP0637                          SUPERSEDED SURVEY CONTROL
 PP0637
 PP0637  NAVD 88 (06/15/91)  256.714  (m)          842.24   (f) SUPERSEDED  2 0
 PP0637  NGVD 29 (??/??/92)  256.666  (m)          842.08   (f) ADJ UNCH    2 0
 PP0637
 PP0637.Superseded values are not recommended for survey control.
 PP0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0637.See file dsdata.txt to determine how the superseded data were derived.
 PP0637
 PP0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0631553902(NAD 83)
 PP0637
 PP0637_MARKER: DB = BENCH MARK DISK
 PP0637_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0637_SP_SET: BOX CULVERT HEADWALL
 PP0637_STAMPING: 1910 G 1970
 PP0637_MARK LOGO: MNHD  
 PP0637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0637+STABILITY: SURFACE MOTION
 PP0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0637+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 PP0637
 PP0637  HISTORY     - Date     Condition        Report By
 PP0637  HISTORY     - 1970     MONUMENTED       MNHD
 PP0637  HISTORY     - 20020221 GOOD             MNDT
 PP0637  HISTORY     - 20021214 MARK NOT FOUND   USPSQD
 PP0637  HISTORY     - 20070711 GOOD             MNDT
 PP0637
 PP0637                          STATION DESCRIPTION
 PP0637
 PP0637'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0637'3.3 MI W FROM HASTINGS.
 PP0637'MARK IS LOCATED ABOUT 1 MILE WEST OF JACOB AVENUE IN THE NORTHEAST
 PP0637'CORNER OF A CATTLE PASS UNDER T.H. 55 CENTERLINE STATION 655 + 00. SE
 PP0637'1/4 SECTION 25, T 115N, R 18W.
 PP0637
 PP0637                          STATION RECOVERY (2002)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP0637'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS 300 FT (91.4 M) WEST
 PP0637'OF TH 55 MILEPOST 217, AT TH 55 MP 216.95.
 PP0637
 PP0637                          STATION RECOVERY (2002)
 PP0637
 PP0637'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0637'MARK NOT FOUND.
 PP0637
 PP0637                          STATION RECOVERY (2007)
 PP0637
 PP0637'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0637'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST-NORTHEAST OF COATES,
 PP0637'5.0 MI (8.0 KM) NORTH-NORTHEAST OF VERMILLION AND 3.4 MI (5.5 KM) WEST
 PP0637'OF HASTINGS.
 PP0637' 
 PP0637'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) WEST OF HASTINGS, AT TRUNK
 PP0637'HIGHWAY 55 MILE POINT 216.95, 1.0 MI (1.6 KM) WEST OF JACOB AVENUE, IN
 PP0637'NORTHEAST CORNER OF TRUNK HIGHWAY 55 CATTLE PASS, 300 FT (91.4 M) WEST
 PP0637'OF MILEPOST 217.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0630 ***********************************************************************
 PP0630  DESIGNATION -  1910 J
 PP0630  PID         -  PP0630
 PP0630  STATE/COUNTY-  MN/DAKOTA
 PP0630  COUNTRY     -  US
 PP0630  USGS QUAD   -  VERMILLION (1993)
 PP0630
 PP0630                         *CURRENT SURVEY CONTROL
 PP0630  ______________________________________________________________________
 PP0630* NAD 83(1986) POSITION- 44 44 19.     (N) 092 53 38.     (W)   SCALED    
 PP0630* NAVD 88 ORTHO HEIGHT -   275.591  (meters)     904.17  (feet) ADJUSTED  
 PP0630  ______________________________________________________________________
 PP0630  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 PP0630  DYNAMIC HEIGHT  -        275.564 (meters)      904.08  (feet) COMP
 PP0630  MODELED GRAVITY -    980,513.6   (mgal)                       NAVD 88
 PP0630
 PP0630  VERT ORDER      -  SECOND    CLASS 0
 PP0630
 PP0630.The horizontal coordinates were scaled from a topographic map and have
 PP0630.an estimated accuracy of +/- 6 seconds.
 PP0630.
 PP0630.The orthometric height was determined by differential leveling and
 PP0630.adjusted in June 1991.
 PP0630
 PP0630.The dynamic height is computed by dividing the NAVD 88
 PP0630.geopotential number by the normal gravity value computed on the
 PP0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0630.degrees latitude (g = 980.6199 gals.).
 PP0630
 PP0630.The modeled gravity was interpolated from observed gravity values.
 PP0630
 PP0630;                    North         East    Units  Estimated Accuracy
 PP0630;SPC MN S     -   293,770.      887,600.      MT  (+/- 180 meters Scaled)
 PP0630
 PP0630                          SUPERSEDED SURVEY CONTROL
 PP0630
 PP0630  NGVD 29 (??/??/92)  275.541  (m)          904.00   (f) ADJ UNCH    2 0
 PP0630
 PP0630.Superseded values are not recommended for survey control.
 PP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0630.See file dsdata.txt to determine how the superseded data were derived.
 PP0630
 PP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK084539(NAD 83)
 PP0630
 PP0630_MARKER: DB = BENCH MARK DISK
 PP0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0630_SP_SET: CONCRETE POST
 PP0630_STAMPING: 1910 J 1970
 PP0630_MARK LOGO: MNHD  
 PP0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0630+STABILITY: SURFACE MOTION
 PP0630
 PP0630  HISTORY     - Date     Condition        Report By
 PP0630  HISTORY     - 1970     MONUMENTED       MNHD
 PP0630  HISTORY     - 19880808 GOOD             MNDT
 PP0630  HISTORY     - 19971120 MARK NOT FOUND   MNDT
 PP0630  HISTORY     - 20061107 MARK NOT FOUND   MNDT
 PP0630
 PP0630                          STATION DESCRIPTION
 PP0630
 PP0630'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0630'IN HASTINGS.
 PP0630'MARK IS LOCATED ABOUT 0.5 MILES EAST OF JACOB AVENUE, 45 FEET NORTH OF
 PP0630'T.H. 55 AT CENTERLINE STATION 723 + 35, 112 FEET WEST OF A POWER POLE
 PP0630'(NO. 50), 1 FOOT SOUTH OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT
 PP0630'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION
 PP0630'30, T 115N, R 17W.
 PP0630
 PP0630                          STATION RECOVERY (1988)
 PP0630
 PP0630'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0630'THE MARK IS LOCATED NEAR THE WEST BOUNDARY OF THE CITY OF HASTINGS,
 PP0630'2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 55 FROM ITS JUNCTION WITH
 PP0630'HIGHWAY 61 IN HASTINGS AND IN THE SOUTHEAST 1/4 OF SECTION 30, T115N,
 PP0630'R17W.  THE MARK IS ABOUT 0.5 MI (0.8 KM) EAST OF JACOB AVENUE, 45.0
 PP0630'FT (13.7 M) NORTH OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE
 PP0630'OF HIGHWAY 55 AT MILEPOINT 218.2, 112.0 FT (34.1 M) WEST OF POWER
 PP0630'POLE NUMBER 50 AND 1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE
 PP0630'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1910 J 1970---, IS
 PP0630'SET IN THE TOP OF A CONCRETE POST THAT IS 1.0 FT (0.3 M) BELOW THE
 PP0630'SURFACE OF THE GROUND.
 PP0630
 PP0630                          STATION RECOVERY (1997)
 PP0630
 PP0630'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (LEW)
 PP0630'MARK WAS SEARCHED FOR AND NOT FOUND.  NEW CONSTRUCTION TO DIVIDED
 PP0630'HIGHWAY, 45 FT (13.7 M) TO 50 FT (15.2 M) NOW BETWEEN CENTERLINES.
 PP0630
 PP0630                          STATION RECOVERY (2006)
 PP0630
 PP0630'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0630'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0629 ***********************************************************************
 PP0629  DESIGNATION -  1910 K
 PP0629  PID         -  PP0629
 PP0629  STATE/COUNTY-  MN/DAKOTA
 PP0629  COUNTRY     -  US
 PP0629  USGS QUAD   -  VERMILLION (1993)
 PP0629
 PP0629                         *CURRENT SURVEY CONTROL
 PP0629  ______________________________________________________________________
 PP0629* NAD 83(1986) POSITION- 44 44 19.     (N) 092 52 57.     (W)   SCALED    
 PP0629* NAVD 88 ORTHO HEIGHT -   260.029  (meters)     853.11  (feet) ADJUSTED  
 PP0629  ______________________________________________________________________
 PP0629  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 PP0629  DYNAMIC HEIGHT  -        260.003 (meters)      853.03  (feet) COMP
 PP0629  MODELED GRAVITY -    980,511.2   (mgal)                       NAVD 88
 PP0629
 PP0629  VERT ORDER      -  SECOND    CLASS 0
 PP0629
 PP0629.The horizontal coordinates were scaled from a topographic map and have
 PP0629.an estimated accuracy of +/- 6 seconds.
 PP0629.
 PP0629.The orthometric height was determined by differential leveling and
 PP0629.adjusted in June 1991.
 PP0629
 PP0629.The dynamic height is computed by dividing the NAVD 88
 PP0629.geopotential number by the normal gravity value computed on the
 PP0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0629.degrees latitude (g = 980.6199 gals.).
 PP0629
 PP0629.The modeled gravity was interpolated from observed gravity values.
 PP0629
 PP0629;                    North         East    Units  Estimated Accuracy
 PP0629;SPC MN S     -   293,790.      888,500.      MT  (+/- 180 meters Scaled)
 PP0629
 PP0629                          SUPERSEDED SURVEY CONTROL
 PP0629
 PP0629  NGVD 29 (??/??/92)  259.979  (m)          852.95   (f) ADJ UNCH    2 0
 PP0629
 PP0629.Superseded values are not recommended for survey control.
 PP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0629.See file dsdata.txt to determine how the superseded data were derived.
 PP0629
 PP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK093539(NAD 83)
 PP0629
 PP0629_MARKER: DB = BENCH MARK DISK
 PP0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0629_SP_SET: CONCRETE MONUMENT
 PP0629_STAMPING: 1910 K 1970
 PP0629_MARK LOGO: MNHD  
 PP0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0629+STABILITY: SURFACE MOTION
 PP0629
 PP0629  HISTORY     - Date     Condition        Report By
 PP0629  HISTORY     - 1970     MONUMENTED       MNHD
 PP0629  HISTORY     - 19880808 MARK NOT FOUND   MNDT
 PP0629  HISTORY     - 20061107 MARK NOT FOUND   MNDT
 PP0629
 PP0629                          STATION DESCRIPTION
 PP0629
 PP0629'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0629'IN HASTINGS.
 PP0629'MARK IS LOCATED ABOUT 1 MILE EAST OF JACOB AVENUE, 48 FEET NORTH OF TH
 PP0629'55 STATION 751 + 90 62 FEET WEST OF A POWER POLE (NO. 280) 28 FEET
 PP0629'NORTHWEST OF THE EAST END OF A CORRUGATED METAL CULVERT, 4 FEET
 PP0629'SOUTHEAST OF A FENCE POST, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 PP0629'FENCE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0629'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0629'29, T 115N, R 17W.
 PP0629
 PP0629                          STATION RECOVERY (1988)
 PP0629
 PP0629'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0629'THE MARK AS DESCRIBED IN 1970 WAS SEARCHED FOR BUT NOT FOUND.  THE
 PP0629'MARK APPEARS TO HAVE BEEN DESTROYED AS THE ORIGINAL TIES FOR THE MARK
 PP0629'NOW FALL IN THE MIDDLE OF A NEW ROAD (PLEASANT DRIVE).
 PP0629
 PP0629                          STATION RECOVERY (2006)
 PP0629
 PP0629'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0629'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6765 ***********************************************************************
 DL6765  DESIGNATION -  1910 Q
 DL6765  PID         -  DL6765
 DL6765  STATE/COUNTY-  MN/DAKOTA
 DL6765  COUNTRY     -  US
 DL6765  USGS QUAD   -  VERMILLION (1993)
 DL6765
 DL6765                         *CURRENT SURVEY CONTROL
 DL6765  ______________________________________________________________________
 DL6765* NAD 83(1986) POSITION- 44 44 17.     (N) 092 54 15.     (W)   SCALED    
 DL6765* NAVD 88 ORTHO HEIGHT -   287.734  (meters)     944.01  (feet) ADJUSTED  
 DL6765  ______________________________________________________________________
 DL6765  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 DL6765  DYNAMIC HEIGHT  -        287.707 (meters)      943.92  (feet) COMP
 DL6765  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 DL6765
 DL6765  VERT ORDER      -  SECOND    CLASS I
 DL6765
 DL6765.The horizontal coordinates were scaled from a topographic map and have
 DL6765.an estimated accuracy of +/- 6 seconds.
 DL6765.
 DL6765.The orthometric height was determined by differential leveling and
 DL6765.adjusted in April 2010.
 DL6765
 DL6765.The dynamic height is computed by dividing the NAVD 88
 DL6765.geopotential number by the normal gravity value computed on the
 DL6765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6765.degrees latitude (g = 980.6199 gals.).
 DL6765
 DL6765.The modeled gravity was interpolated from observed gravity values.
 DL6765
 DL6765;                    North         East    Units  Estimated Accuracy
 DL6765;SPC MN S     -   293,700.      886,790.      MT  (+/- 180 meters Scaled)
 DL6765
 DL6765                          SUPERSEDED SURVEY CONTROL
 DL6765
 DL6765.No superseded survey control is available for this station.
 DL6765
 DL6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK075538(NAD 83)
 DL6765
 DL6765_MARKER: DD = SURVEY DISK
 DL6765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6765_STAMPING: 1910 Q 1997
 DL6765_MARK LOGO: MNDT  
 DL6765_PROJECTION: RECESSED 5 CENTIMETERS
 DL6765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6765+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2002
 DL6765_ROD/PIPE-DEPTH:  5.8 meters
 DL6765
 DL6765  HISTORY     - Date     Condition        Report By
 DL6765  HISTORY     - 1997     MONUMENTED       MNDT
 DL6765  HISTORY     - 20020217 GOOD             MNDT
 DL6765
 DL6765                          STATION DESCRIPTION
 DL6765
 DL6765'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DL6765'THE MARK IS 2.0 MI (3.2 KM) WEST OF HASTINGS, 2.55 MI (4.10 KM) WEST
 DL6765'ALONG TH 55 FROM JCT OF TH 55 AND TH 61 IN HASTINGS, AT TH 55 MP
 DL6765'217.75, 103.3 FT (31.5 M) SOUTH OF TH 55, 72 FT (21.9 M) WEST OF JACOB
 DL6765'AVE, 16.9 FT (5.2 M) NNW OF TEL PEDESTAL NO 9000 10 010, 6.9 FT (2.1
 DL6765'M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6764 ***********************************************************************
 DL6764  DESIGNATION -  1910 R
 DL6764  PID         -  DL6764
 DL6764  STATE/COUNTY-  MN/DAKOTA
 DL6764  COUNTRY     -  US
 DL6764  USGS QUAD   -  VERMILLION (1993)
 DL6764
 DL6764                         *CURRENT SURVEY CONTROL
 DL6764  ______________________________________________________________________
 DL6764* NAD 83(1986) POSITION- 44 44 18.     (N) 092 53 23.     (W)   SCALED    
 DL6764* NAVD 88 ORTHO HEIGHT -   275.514  (meters)     903.92  (feet) ADJUSTED  
 DL6764  ______________________________________________________________________
 DL6764  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DL6764  DYNAMIC HEIGHT  -        275.487 (meters)      903.83  (feet) COMP
 DL6764  MODELED GRAVITY -    980,512.7   (mgal)                       NAVD 88
 DL6764
 DL6764  VERT ORDER      -  SECOND    CLASS I
 DL6764
 DL6764.The horizontal coordinates were scaled from a topographic map and have
 DL6764.an estimated accuracy of +/- 6 seconds.
 DL6764.
 DL6764.The orthometric height was determined by differential leveling and
 DL6764.adjusted in April 2010.
 DL6764
 DL6764.The dynamic height is computed by dividing the NAVD 88
 DL6764.geopotential number by the normal gravity value computed on the
 DL6764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6764.degrees latitude (g = 980.6199 gals.).
 DL6764
 DL6764.The modeled gravity was interpolated from observed gravity values.
 DL6764
 DL6764;                    North         East    Units  Estimated Accuracy
 DL6764;SPC MN S     -   293,750.      887,930.      MT  (+/- 180 meters Scaled)
 DL6764
 DL6764                          SUPERSEDED SURVEY CONTROL
 DL6764
 DL6764.No superseded survey control is available for this station.
 DL6764
 DL6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK087538(NAD 83)
 DL6764
 DL6764_MARKER: DD = SURVEY DISK
 DL6764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6764_STAMPING: 1910 R 1997
 DL6764_MARK LOGO: MNDT  
 DL6764_PROJECTION: RECESSED 5 CENTIMETERS
 DL6764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6764+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1998
 DL6764_ROD/PIPE-DEPTH:  5.2 meters
 DL6764
 DL6764  HISTORY     - Date     Condition        Report By
 DL6764  HISTORY     - 1997     MONUMENTED       MNDT
 DL6764  HISTORY     - 19980219 GOOD             MNDT
 DL6764
 DL6764                          STATION DESCRIPTION
 DL6764
 DL6764'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL6764'THE MARK IS 1.5 MI (2.4 KM) WEST OF HASTINGS, 1.85 MI (2.98 KM) WEST
 DL6764'ALONG TH 55 FROM JCT OF TH 55 AND TH 61 IN HASTINGS, AT TH 55 MP
 DL6764'218.45, 232.6 FT (70.9 M) NORTH OF WB TH 55, 12.4 FT (3.8 M) SSE OF
 DL6764'LIGHT POLE, 26.0 FT (7.9 M) EAST OF GENERAL SIEBEN DR, 2.4 FT (0.7 M)
 DL6764'NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6763 ***********************************************************************
 DL6763  DESIGNATION -  1910 S
 DL6763  PID         -  DL6763
 DL6763  STATE/COUNTY-  MN/DAKOTA
 DL6763  COUNTRY     -  US
 DL6763  USGS QUAD   -  HASTINGS (1993)
 DL6763
 DL6763                         *CURRENT SURVEY CONTROL
 DL6763  ______________________________________________________________________
 DL6763* NAD 83(1986) POSITION- 44 44 17.     (N) 092 52 23.     (W)   SCALED    
 DL6763* NAVD 88 ORTHO HEIGHT -   245.346  (meters)     804.94  (feet) ADJUSTED  
 DL6763  ______________________________________________________________________
 DL6763  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DL6763  DYNAMIC HEIGHT  -        245.321 (meters)      804.86  (feet) COMP
 DL6763  MODELED GRAVITY -    980,509.0   (mgal)                       NAVD 88
 DL6763
 DL6763  VERT ORDER      -  SECOND    CLASS I
 DL6763
 DL6763.The horizontal coordinates were scaled from a topographic map and have
 DL6763.an estimated accuracy of +/- 6 seconds.
 DL6763.
 DL6763.The orthometric height was determined by differential leveling and
 DL6763.adjusted in April 2010.
 DL6763
 DL6763.The dynamic height is computed by dividing the NAVD 88
 DL6763.geopotential number by the normal gravity value computed on the
 DL6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6763.degrees latitude (g = 980.6199 gals.).
 DL6763
 DL6763.The modeled gravity was interpolated from observed gravity values.
 DL6763
 DL6763;                    North         East    Units  Estimated Accuracy
 DL6763;SPC MN S     -   293,730.      889,250.      MT  (+/- 180 meters Scaled)
 DL6763
 DL6763                          SUPERSEDED SURVEY CONTROL
 DL6763
 DL6763.No superseded survey control is available for this station.
 DL6763
 DL6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK100538(NAD 83)
 DL6763
 DL6763_MARKER: DD = SURVEY DISK
 DL6763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6763_STAMPING: 1910 S 1997
 DL6763_MARK LOGO: MNDT  
 DL6763_PROJECTION: RECESSED 5 CENTIMETERS
 DL6763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6763+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1998
 DL6763_ROD/PIPE-DEPTH:  9.1 meters
 DL6763
 DL6763  HISTORY     - Date     Condition        Report By
 DL6763  HISTORY     - 1997     MONUMENTED       MNDT
 DL6763  HISTORY     - 19980219 GOOD             MNDT
 DL6763
 DL6763                          STATION DESCRIPTION
 DL6763
 DL6763'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DL6763'THE MARK IS AT WEST EDGE OF HASTINGS, 1.05 MI (1.7 KM) WEST ALONG
 DL6763'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DL6763'HIGHWAY 61 IN HASTINGS, AT TRUNK HIGHWAY 55 MILEPOST 219.28.
 DL6763' 
 DL6763'28.7 FT (8.7 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 26.7 FT (8.1 M)
 DL6763'NORTH OF FRONTAGE ROAD, 127.5 FT (38.9 M) WEST-SOUTHWEST OF LIGHT
 DL6763'STANDARD, 4.0 FT (1.2 M) EAST OF EAST END OF RETAINING WALL, 3.0 FT
 DL6763'(0.9 M) EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6878 ***********************************************************************
 DK6878  DESIGNATION -  1911 C
 DK6878  PID         -  DK6878
 DK6878  STATE/COUNTY-  MN/DAKOTA
 DK6878  COUNTRY     -  US
 DK6878  USGS QUAD   -  CANNON FALLS (1974)
 DK6878
 DK6878                         *CURRENT SURVEY CONTROL
 DK6878  ______________________________________________________________________
 DK6878* NAD 83(1986) POSITION- 44 32 26.83   (N) 092 59 53.07   (W)   HD_HELD1  
 DK6878* NAVD 88 ORTHO HEIGHT -   271.186  (meters)     889.72  (feet) ADJUSTED  
 DK6878  ______________________________________________________________________
 DK6878  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DK6878  DYNAMIC HEIGHT  -        271.150 (meters)      889.60  (feet) COMP
 DK6878  MODELED GRAVITY -    980,477.6   (mgal)                       NAVD 88
 DK6878
 DK6878  VERT ORDER      -  SECOND    CLASS I
 DK6878
 DK6878.The horizontal coordinates were established by differentially corrected
 DK6878.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6878.
 DK6878.The orthometric height was determined by differential leveling and
 DK6878.adjusted in December 2008.
 DK6878
 DK6878.The dynamic height is computed by dividing the NAVD 88
 DK6878.geopotential number by the normal gravity value computed on the
 DK6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6878.degrees latitude (g = 980.6199 gals.).
 DK6878
 DK6878.The modeled gravity was interpolated from observed gravity values.
 DK6878
 DK6878;                    North         East    Units  Estimated Accuracy
 DK6878;SPC MN S     -   271,686.8     879,618.9     MT  (+/- 3 meters HH1 GPS) 
 DK6878
 DK6878                          SUPERSEDED SURVEY CONTROL
 DK6878
 DK6878.No superseded survey control is available for this station.
 DK6878
 DK6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0015231939(NAD 83)
 DK6878
 DK6878_MARKER: DB = BENCH MARK DISK
 DK6878_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6878_SP_SET: BOX CULVERT
 DK6878_STAMPING: 1911 C 1946
 DK6878_MARK LOGO: MNHD  
 DK6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6878+STABILITY: SURFACE MOTION
 DK6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6878+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 DK6878
 DK6878  HISTORY     - Date     Condition        Report By
 DK6878  HISTORY     - 1946     MONUMENTED       MNHD
 DK6878  HISTORY     - 20051130 GOOD             MNDT
 DK6878
 DK6878                          STATION DESCRIPTION
 DK6878
 DK6878'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6878'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF RANDOLPH, 1.2 MI (1.9 KM)
 DK6878'(1.9 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK
 DK6878'HIGHWAY 56 AND COUNTY ROAD 88 AT RANDOLPH, AT TRUNK HIGHWAY 56 MILE
 DK6878'POINT 94.55, 21 FT (6.4 M) EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY
 DK6878'56 STATION 1007+00, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56 BOX
 DK6878'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6877 ***********************************************************************
 DK6877  DESIGNATION -  1911 D
 DK6877  PID         -  DK6877
 DK6877  STATE/COUNTY-  MN/DAKOTA
 DK6877  COUNTRY     -  US
 DK6877  USGS QUAD   -  CANNON FALLS (1974)
 DK6877
 DK6877                         *CURRENT SURVEY CONTROL
 DK6877  ______________________________________________________________________
 DK6877* NAD 83(1986) POSITION- 44 32 49.48   (N) 092 59 40.35   (W)   HD_HELD1  
 DK6877* NAVD 88 ORTHO HEIGHT -   271.179  (meters)     889.69  (feet) ADJUSTED  
 DK6877  ______________________________________________________________________
 DK6877  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DK6877  DYNAMIC HEIGHT  -        271.142 (meters)      889.57  (feet) COMP
 DK6877  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 DK6877
 DK6877  VERT ORDER      -  SECOND    CLASS I
 DK6877
 DK6877.The horizontal coordinates were established by differentially corrected
 DK6877.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6877.
 DK6877.The orthometric height was determined by differential leveling and
 DK6877.adjusted in December 2008.
 DK6877
 DK6877.The dynamic height is computed by dividing the NAVD 88
 DK6877.geopotential number by the normal gravity value computed on the
 DK6877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6877.degrees latitude (g = 980.6199 gals.).
 DK6877
 DK6877.The modeled gravity was interpolated from observed gravity values.
 DK6877
 DK6877;                    North         East    Units  Estimated Accuracy
 DK6877;SPC MN S     -   272,389.3     879,891.1     MT  (+/- 3 meters HH1 GPS) 
 DK6877
 DK6877                          SUPERSEDED SURVEY CONTROL
 DK6877
 DK6877.No superseded survey control is available for this station.
 DK6877
 DK6877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0043332638(NAD 83)
 DK6877
 DK6877_MARKER: DB = BENCH MARK DISK
 DK6877_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6877_SP_SET: BOX CULVERT
 DK6877_STAMPING: 1911 D 1946
 DK6877_MARK LOGO: MNHD  
 DK6877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6877+STABILITY: SURFACE MOTION
 DK6877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6877+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 DK6877
 DK6877  HISTORY     - Date     Condition        Report By
 DK6877  HISTORY     - 1946     MONUMENTED       MNHD
 DK6877  HISTORY     - 20051130 GOOD             MNDT
 DK6877
 DK6877                          STATION DESCRIPTION
 DK6877
 DK6877'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6877'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF RANDOLPH, 1.65 MI (2.7 KM)
 DK6877'(2.66 KM) NORTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK
 DK6877'HIGHWAY 56 AND COUNTY ROAD 88 AT RANDOLPH, AT TRUNK HIGHWAY MILE POINT
 DK6877'95.05, 30 FT (9.1 M) EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56
 DK6877'STATION 1032+50, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56 DOUBLE BOX
 DK6877'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6876 ***********************************************************************
 DK6876  DESIGNATION -  1911 E
 DK6876  PID         -  DK6876
 DK6876  STATE/COUNTY-  MN/DAKOTA
 DK6876  COUNTRY     -  US
 DK6876  USGS QUAD   -  CANNON FALLS (1974)
 DK6876
 DK6876                         *CURRENT SURVEY CONTROL
 DK6876  ______________________________________________________________________
 DK6876* NAD 83(1986) POSITION- 44 33 30.99   (N) 092 59 41.05   (W)   HD_HELD1  
 DK6876* NAVD 88 ORTHO HEIGHT -   271.989  (meters)     892.35  (feet) ADJUSTED  
 DK6876  ______________________________________________________________________
 DK6876  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 DK6876  DYNAMIC HEIGHT  -        271.954 (meters)      892.24  (feet) COMP
 DK6876  MODELED GRAVITY -    980,479.4   (mgal)                       NAVD 88
 DK6876
 DK6876  VERT ORDER      -  SECOND    CLASS I
 DK6876
 DK6876.The horizontal coordinates were established by differentially corrected
 DK6876.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6876.
 DK6876.The orthometric height was determined by differential leveling and
 DK6876.adjusted in December 2008.
 DK6876
 DK6876.The dynamic height is computed by dividing the NAVD 88
 DK6876.geopotential number by the normal gravity value computed on the
 DK6876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6876.degrees latitude (g = 980.6199 gals.).
 DK6876
 DK6876.The modeled gravity was interpolated from observed gravity values.
 DK6876
 DK6876;                    North         East    Units  Estimated Accuracy
 DK6876;SPC MN S     -   273,670.2     879,859.9     MT  (+/- 3 meters HH1 GPS) 
 DK6876
 DK6876                          SUPERSEDED SURVEY CONTROL
 DK6876
 DK6876.No superseded survey control is available for this station.
 DK6876
 DK6876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0041833919(NAD 83)
 DK6876
 DK6876_MARKER: DB = BENCH MARK DISK
 DK6876_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6876_SP_SET: BOX CULVERT
 DK6876_STAMPING: 1911 E 1946
 DK6876_MARK LOGO: MNHD  
 DK6876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6876+STABILITY: SURFACE MOTION
 DK6876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6876+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 DK6876
 DK6876  HISTORY     - Date     Condition        Report By
 DK6876  HISTORY     - 1946     MONUMENTED       MNHD
 DK6876  HISTORY     - 20051130 GOOD             MNDT
 DK6876
 DK6876                          STATION DESCRIPTION
 DK6876
 DK6876'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6876'THE MARK IS 3.7 MI (6.0 KM) SOUTH OF HAMPTON, 3.0 MI (4.8 KM) SOUTH
 DK6876'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6876'HIGHWAY 52, AT TRUNK HIGHWAY MILE POINT 95.85, 19.5 FT (5.9 M) (5.9 M)
 DK6876'EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1074+25, 2.5 FT
 DK6876'(0.8 M) EAST OF GUARDRAIL, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56
 DK6876'DOUBLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6875 ***********************************************************************
 DK6875  DESIGNATION -  1911 F
 DK6875  PID         -  DK6875
 DK6875  STATE/COUNTY-  MN/DAKOTA
 DK6875  COUNTRY     -  US
 DK6875  USGS QUAD   -  CANNON FALLS (1974)
 DK6875
 DK6875                         *CURRENT SURVEY CONTROL
 DK6875  ______________________________________________________________________
 DK6875* NAD 83(1986) POSITION- 44 33 41.24   (N) 092 59 41.21   (W)   HD_HELD1  
 DK6875* NAVD 88 ORTHO HEIGHT -   271.953  (meters)     892.23  (feet) ADJUSTED  
 DK6875  ______________________________________________________________________
 DK6875  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 DK6875  DYNAMIC HEIGHT  -        271.917 (meters)      892.11  (feet) COMP
 DK6875  MODELED GRAVITY -    980,479.7   (mgal)                       NAVD 88
 DK6875
 DK6875  VERT ORDER      -  SECOND    CLASS I
 DK6875
 DK6875.The horizontal coordinates were established by differentially corrected
 DK6875.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6875.
 DK6875.The orthometric height was determined by differential leveling and
 DK6875.adjusted in December 2008.
 DK6875
 DK6875.The dynamic height is computed by dividing the NAVD 88
 DK6875.geopotential number by the normal gravity value computed on the
 DK6875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6875.degrees latitude (g = 980.6199 gals.).
 DK6875
 DK6875.The modeled gravity was interpolated from observed gravity values.
 DK6875
 DK6875;                    North         East    Units  Estimated Accuracy
 DK6875;SPC MN S     -   273,986.5     879,852.4     MT  (+/- 3 meters HH1 GPS) 
 DK6875
 DK6875                          SUPERSEDED SURVEY CONTROL
 DK6875
 DK6875.No superseded survey control is available for this station.
 DK6875
 DK6875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0041434235(NAD 83)
 DK6875
 DK6875_MARKER: DB = BENCH MARK DISK
 DK6875_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6875_SP_SET: BOX CULVERT
 DK6875_STAMPING: 1911 F 1946
 DK6875_MARK LOGO: MNHD  
 DK6875_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6875+STABILITY: SURFACE MOTION
 DK6875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6875+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 DK6875
 DK6875  HISTORY     - Date     Condition        Report By
 DK6875  HISTORY     - 1946     MONUMENTED       MNHD
 DK6875  HISTORY     - 20051130 GOOD             MNDT
 DK6875
 DK6875                          STATION DESCRIPTION
 DK6875
 DK6875'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6875'THE MARK IS 3.4 MI (5.5 KM) SOUTH OF HAMPTON, 2.80 MI (4.5 KM) SOUTH
 DK6875'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6875'HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 96.0, 20.5 FT (6.2 M) (6.2
 DK6875'M) EAST OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1084+65, 3 FT
 DK6875'(0.9 M) EAST OF GUARDRAIL, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 56
 DK6875'DOUBLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6873 ***********************************************************************
 DK6873  DESIGNATION -  1911 G
 DK6873  PID         -  DK6873
 DK6873  STATE/COUNTY-  MN/DAKOTA
 DK6873  COUNTRY     -  US
 DK6873  USGS QUAD   -  CANNON FALLS (1974)
 DK6873
 DK6873                         *CURRENT SURVEY CONTROL
 DK6873  ______________________________________________________________________
 DK6873* NAD 83(1986) POSITION- 44 35 00.12   (N) 092 59 41.69   (W)   HD_HELD1  
 DK6873* NAVD 88 ORTHO HEIGHT -   290.523  (meters)     953.16  (feet) ADJUSTED  
 DK6873  ______________________________________________________________________
 DK6873  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DK6873  DYNAMIC HEIGHT  -        290.486 (meters)      953.04  (feet) COMP
 DK6873  MODELED GRAVITY -    980,482.4   (mgal)                       NAVD 88
 DK6873
 DK6873  VERT ORDER      -  SECOND    CLASS I
 DK6873
 DK6873.The horizontal coordinates were established by differentially corrected
 DK6873.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6873.
 DK6873.The orthometric height was determined by differential leveling and
 DK6873.adjusted in December 2008.
 DK6873
 DK6873.The dynamic height is computed by dividing the NAVD 88
 DK6873.geopotential number by the normal gravity value computed on the
 DK6873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6873.degrees latitude (g = 980.6199 gals.).
 DK6873
 DK6873.The modeled gravity was interpolated from observed gravity values.
 DK6873
 DK6873;                    North         East    Units  Estimated Accuracy
 DK6873;SPC MN S     -   276,420.9     879,811.9     MT  (+/- 3 meters HH1 GPS) 
 DK6873
 DK6873                          SUPERSEDED SURVEY CONTROL
 DK6873
 DK6873.No superseded survey control is available for this station.
 DK6873
 DK6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0040336669(NAD 83)
 DK6873
 DK6873_MARKER: DB = BENCH MARK DISK
 DK6873_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6873_SP_SET: BOX CULVERT
 DK6873_STAMPING: 1911 G 1946
 DK6873_MARK LOGO: MNHD  
 DK6873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6873+STABILITY: SURFACE MOTION
 DK6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6873+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2005
 DK6873
 DK6873  HISTORY     - Date     Condition        Report By
 DK6873  HISTORY     - 1946     MONUMENTED       MNHD
 DK6873  HISTORY     - 20051130 GOOD             MNDT
 DK6873
 DK6873                          STATION DESCRIPTION
 DK6873
 DK6873'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6873'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF HAMPTON, 1.25 MI (2.0 KM) SOUTH
 DK6873'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6873'HIGHWAY 52 AT TRUNK HIGHWAY 56 MILE POINT 104.45, 19.5 FT (5.9 M) EAST
 DK6873'OF TRUNK HIGHWAY 56, AT TRUNK HIGHWAY 56 STATION 1164+50, IN SOUTHEAST
 DK6873'CORNER OF TRUNK HIGHWAY 56 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0563 ***********************************************************************
 PP0563  DESIGNATION -  1911 H
 PP0563  PID         -  PP0563
 PP0563  STATE/COUNTY-  MN/DAKOTA
 PP0563  COUNTRY     -  US
 PP0563  USGS QUAD   -  CANNON FALLS (1974)
 PP0563
 PP0563                         *CURRENT SURVEY CONTROL
 PP0563  ______________________________________________________________________
 PP0563* NAD 83(1986) POSITION- 44 35 54.97   (N) 092 59 34.80   (W)   HD_HELD1  
 PP0563* NAVD 88 ORTHO HEIGHT -   292.332  (meters)     959.09  (feet) ADJUSTED  
 PP0563  ______________________________________________________________________
 PP0563  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 PP0563  DYNAMIC HEIGHT  -        292.296 (meters)      958.97  (feet) COMP
 PP0563  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 PP0563
 PP0563  VERT ORDER      -  SECOND    CLASS I
 PP0563
 PP0563.The horizontal coordinates were established by differentially corrected
 PP0563.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0563.
 PP0563.The orthometric height was determined by differential leveling and
 PP0563.adjusted in December 2008.
 PP0563
 PP0563.Photographs are available for this station.
 PP0563
 PP0563.The dynamic height is computed by dividing the NAVD 88
 PP0563.geopotential number by the normal gravity value computed on the
 PP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0563.degrees latitude (g = 980.6199 gals.).
 PP0563
 PP0563.The modeled gravity was interpolated from observed gravity values.
 PP0563
 PP0563;                    North         East    Units  Estimated Accuracy
 PP0563;SPC MN S     -   278,115.6     879,943.0     MT  (+/- 3 meters HH1 GPS) 
 PP0563
 PP0563                          SUPERSEDED SURVEY CONTROL
 PP0563
 PP0563  NAVD 88 (06/15/91)  292.364  (m)          959.20   (f) SUPERSEDED  2 0
 PP0563  NGVD 29 (??/??/92)  292.319  (m)          959.05   (f) ADJ UNCH    2 0
 PP0563
 PP0563.Superseded values are not recommended for survey control.
 PP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0563.See file dsdata.txt to determine how the superseded data were derived.
 PP0563
 PP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0055538361(NAD 83)
 PP0563
 PP0563_MARKER: DB = BENCH MARK DISK
 PP0563_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0563_SP_SET: CULVERT
 PP0563_STAMPING: 1911 H 1972
 PP0563_MARK LOGO: MNHD  
 PP0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0563+STABILITY: SURFACE MOTION
 PP0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0563+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP0563
 PP0563  HISTORY     - Date     Condition        Report By
 PP0563  HISTORY     - 1972     MONUMENTED       MNHD
 PP0563  HISTORY     - 20021228 GOOD             USPSQD
 PP0563  HISTORY     - 20050328 GOOD             USPSQD
 PP0563  HISTORY     - 20051130 GOOD             MNDT
 PP0563  HISTORY     - 20070702 GOOD             MNDT
 PP0563
 PP0563                          STATION DESCRIPTION
 PP0563
 PP0563'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0563'1.2 MI S FROM HAMPTON.
 PP0563'MARK IS LOCATED 1.0 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0563'T.H. 52 AND COUNTY ROAD 47 IN HAMPTON, THENCE, 0.2 MILES SOUTH ALONG
 PP0563'THE SOUTH BOUND CONNECTION TO T.H. 56, 250 FEET WEST OF THE CENTERLINE
 PP0563'OF SOUTH BOUND T.H. 52 AT MILE POINT 105.45, IN THE SOUTHEAST CORNER
 PP0563'OF THE EAST HEADWALL OF A 8 BY 10 FOOT CONCRETE CULVERT FOR A SMALL
 PP0563'CREEK UNDER T.H. 56, ABOUT 3 FEET LOWER THAN THE ROADWAY AT T.H. 56
 PP0563'MILE POINT 98.6.  SW 1/4 SECTION 16, T 113, R 18.
 PP0563
 PP0563                          STATION RECOVERY (2002)
 PP0563
 PP0563'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP0563'N44 35 54.9/W092 59 35.1 .5 FT FROM E EDGE 1 FT FROM S EDGE OF
 PP0563'HEADWALL.
 PP0563
 PP0563                          STATION RECOVERY (2005)
 PP0563
 PP0563'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP0563'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1972. SPSPS ATD.
 PP0563
 PP0563                          STATION RECOVERY (2005)
 PP0563
 PP0563'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0563'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF CANNON FALLS,
 PP0563'5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF VERMILLION AND 5.2 MI (8.4 KM)
 PP0563'NORTH-NORTHEAST OF RANDOLPH, 1.2 MI (1.9 KM) SOUTH OF HAMPTON, AT
 PP0563'TRUNK HIGHWAY 52 MILE POINT 105.45,
 PP0563' 
 PP0563'250 FT (76.2 M) WEST OF SOUTH-BOUND TRUNK HIGHWAY 52, IN SOUTHEAST
 PP0563'CORNER OF THE EAST HEADWALL OF TRUNK HIGHWAY 56 CULVERT.
 PP0563
 PP0563                          STATION RECOVERY (2007)
 PP0563
 PP0563'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0563'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHWEST OF CANNON FALLS,
 PP0563'5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF VERMILLION AND 5.2 MI (8.4 KM)
 PP0563'NORTH-NORTHEAST OF RANDOLPH.
 PP0563' 
 PP0563'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) SOUTH OF HAMPTON, AT TRUNK
 PP0563'HIGHWAY 56 MILE POINT 98.6, 250 FT (76.2 M) WEST OF SOUTH-BOUND TRUNK
 PP0563'HIGHWAY 52, IN SOUTHEAST CORNER OF EAST HEADWALL OF TRUNK HIGHWAY 56
 PP0563'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6872 ***********************************************************************
 DK6872  DESIGNATION -  1911 J
 DK6872  PID         -  DK6872
 DK6872  STATE/COUNTY-  MN/DAKOTA
 DK6872  COUNTRY     -  US
 DK6872  USGS QUAD   -  CANNON FALLS (1974)
 DK6872
 DK6872                         *CURRENT SURVEY CONTROL
 DK6872  ______________________________________________________________________
 DK6872* NAD 83(1986) POSITION- 44 35 12.62   (N) 092 59 40.51   (W)   HD_HELD1  
 DK6872* NAVD 88 ORTHO HEIGHT -   293.332  (meters)     962.37  (feet) ADJUSTED  
 DK6872  ______________________________________________________________________
 DK6872  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DK6872  DYNAMIC HEIGHT  -        293.295 (meters)      962.25  (feet) COMP
 DK6872  MODELED GRAVITY -    980,482.8   (mgal)                       NAVD 88
 DK6872
 DK6872  VERT ORDER      -  SECOND    CLASS I
 DK6872
 DK6872.The horizontal coordinates were established by differentially corrected
 DK6872.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6872.
 DK6872.The orthometric height was determined by differential leveling and
 DK6872.adjusted in December 2008.
 DK6872
 DK6872.The dynamic height is computed by dividing the NAVD 88
 DK6872.geopotential number by the normal gravity value computed on the
 DK6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6872.degrees latitude (g = 980.6199 gals.).
 DK6872
 DK6872.The modeled gravity was interpolated from observed gravity values.
 DK6872
 DK6872;                    North         East    Units  Estimated Accuracy
 DK6872;SPC MN S     -   276,807.0     879,833.2     MT  (+/- 3 meters HH1 GPS) 
 DK6872
 DK6872                          SUPERSEDED SURVEY CONTROL
 DK6872
 DK6872.No superseded survey control is available for this station.
 DK6872
 DK6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0042937055(NAD 83)
 DK6872
 DK6872_MARKER: DD = SURVEY DISK
 DK6872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6872_STAMPING: 1911 J 2006
 DK6872_MARK LOGO: MNDT  
 DK6872_PROJECTION: FLUSH
 DK6872_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6872+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 DK6872_ROD/PIPE-DEPTH:  4.0 meters
 DK6872
 DK6872  HISTORY     - Date     Condition        Report By
 DK6872  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6872
 DK6872                          STATION DESCRIPTION
 DK6872
 DK6872'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6872'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF HAMPTON, 1.0 MI (1.6 KM) SOUTH
 DK6872'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6872'HIGHWAY 50/TRUNK HIGHWAY 52 AT TRUNK HIGHWAY 56 MILEPOST 97.80, 80.2
 DK6872'FT (24.4 M) EAST OF TRUNK HIGHWAY 56, 39.6 FT (12.1 M) NORTH 250TH
 DK6872'STREET EAST, 1.7 FT (0.5 M) (0.5 M) EAST OF A WITNESS POST.
 DK6872' 
 DK6872'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6739 ***********************************************************************
 DK6739  DESIGNATION -  1911 K
 DK6739  PID         -  DK6739
 DK6739  STATE/COUNTY-  MN/DAKOTA
 DK6739  COUNTRY     -  US
 DK6739  USGS QUAD   -  CANNON FALLS (1974)
 DK6739
 DK6739                         *CURRENT SURVEY CONTROL
 DK6739  ______________________________________________________________________
 DK6739* NAD 83(1986) POSITION- 44 34 19.24   (N) 092 59 41.99   (W)   HD_HELD1  
 DK6739* NAVD 88 ORTHO HEIGHT -   285.761  (meters)     937.53  (feet) ADJUSTED  
 DK6739  ______________________________________________________________________
 DK6739  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 DK6739  DYNAMIC HEIGHT  -        285.724 (meters)      937.41  (feet) COMP
 DK6739  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 DK6739
 DK6739  VERT ORDER      -  SECOND    CLASS I
 DK6739
 DK6739.The horizontal coordinates were established by differentially corrected
 DK6739.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6739.
 DK6739.The orthometric height was determined by differential leveling and
 DK6739.adjusted in December 2008.
 DK6739
 DK6739.The dynamic height is computed by dividing the NAVD 88
 DK6739.geopotential number by the normal gravity value computed on the
 DK6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6739.degrees latitude (g = 980.6199 gals.).
 DK6739
 DK6739.The modeled gravity was interpolated from observed gravity values.
 DK6739
 DK6739;                    North         East    Units  Estimated Accuracy
 DK6739;SPC MN S     -   275,159.1     879,820.8     MT  (+/- 3 meters HH1 GPS) 
 DK6739
 DK6739                          SUPERSEDED SURVEY CONTROL
 DK6739
 DK6739.No superseded survey control is available for this station.
 DK6739
 DK6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0039735408(NAD 83)
 DK6739
 DK6739_MARKER: DD = SURVEY DISK
 DK6739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6739_STAMPING: 1911 K 2006
 DK6739_MARK LOGO: MNDT  
 DK6739_PROJECTION: FLUSH
 DK6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6739+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 DK6739_ROD/PIPE-DEPTH:  4.0 meters
 DK6739
 DK6739  HISTORY     - Date     Condition        Report By
 DK6739  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6739
 DK6739                          STATION DESCRIPTION
 DK6739
 DK6739'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6739'THE MARK IS 3.0 MI (4.8 KM) SOUTH OF HAMPTON, 2.0 MI (3.2 KM) SOUTH
 DK6739'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 DK6739'HIGHWAY 50/TRUNK HIGHWAY 52 AT TRUNK HIGHWAY 56 MILEPOST 96.80, 69.0
 DK6739'FT (21.0 M) WEST OF TRUNK HIGHWAY 56, 85.0 FT (25.9 M) SOUTH OF 260TH
 DK6739'STREET EAST, 4.7 FT (1.4 M) (1.4 M) NORTH OF CABLE PEDESTAL NUMBER
 DK6739'M37, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6740 ***********************************************************************
 DK6740  DESIGNATION -  1911 L
 DK6740  PID         -  DK6740
 DK6740  STATE/COUNTY-  MN/DAKOTA
 DK6740  COUNTRY     -  US
 DK6740  USGS QUAD   -  RANDOLPH (1974)
 DK6740
 DK6740                         *CURRENT SURVEY CONTROL
 DK6740  ______________________________________________________________________
 DK6740* NAD 83(1986) POSITION- 44 31 36.02   (N) 093 00 31.08   (W)   HD_HELD1  
 DK6740* NAVD 88 ORTHO HEIGHT -   268.212  (meters)     879.96  (feet) ADJUSTED  
 DK6740  ______________________________________________________________________
 DK6740  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 DK6740  DYNAMIC HEIGHT  -        268.176 (meters)      879.84  (feet) COMP
 DK6740  MODELED GRAVITY -    980,477.4   (mgal)                       NAVD 88
 DK6740
 DK6740  VERT ORDER      -  SECOND    CLASS I
 DK6740
 DK6740.The horizontal coordinates were established by differentially corrected
 DK6740.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6740.
 DK6740.The orthometric height was determined by differential leveling and
 DK6740.adjusted in December 2008.
 DK6740
 DK6740.The dynamic height is computed by dividing the NAVD 88
 DK6740.geopotential number by the normal gravity value computed on the
 DK6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6740.degrees latitude (g = 980.6199 gals.).
 DK6740
 DK6740.The modeled gravity was interpolated from observed gravity values.
 DK6740
 DK6740;                    North         East    Units  Estimated Accuracy
 DK6740;SPC MN S     -   270,108.4     878,798.9     MT  (+/- 3 meters HH1 GPS) 
 DK6740
 DK6740                          SUPERSEDED SURVEY CONTROL
 DK6740
 DK6740.No superseded survey control is available for this station.
 DK6740
 DK6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9931330371(NAD 83)
 DK6740
 DK6740_MARKER: DD = SURVEY DISK
 DK6740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6740_STAMPING: 1911 L 2006
 DK6740_MARK LOGO: MNDT  
 DK6740_PROJECTION: FLUSH
 DK6740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6740+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2006
 DK6740_ROD/PIPE-DEPTH: 10.1 meters
 DK6740
 DK6740  HISTORY     - Date     Condition        Report By
 DK6740  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6740
 DK6740                          STATION DESCRIPTION
 DK6740
 DK6740'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6740'THE MARK IS 0.5 MI (0.8 KM) EAST OF RANDOLPH, AT THE JUNCTION OF TRUNK
 DK6740'HIGHWAY 56 AND COUNTY ROAD 88 AT TRUNK HIGHWAY 56 MILEPOST 93.40, 75.2
 DK6740'FT (22.9 M) SOUTHEAST OF TRUNK HIGHWAY 56, 121.6 FT (37.1 M) NORTH OF
 DK6740'COUNTY ROAD 88, 42.3 FT (12.9 M) (12.9 M) NORTHWEST OF CABLE PEDESTAL
 DK6740'NUMBER M1817, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
 DK6740' 
 DK6740'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4447 ***********************************************************************
 AH4447  DESIGNATION -  1912 AA
 AH4447  PID         -  AH4447
 AH4447  STATE/COUNTY-  MN/DAKOTA
 AH4447  COUNTRY     -  US
 AH4447  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4447
 AH4447                         *CURRENT SURVEY CONTROL
 AH4447  ______________________________________________________________________
 AH4447* NAD 83(1986) POSITION- 44 51 55.     (N) 093 01 24.     (W)   SCALED    
 AH4447* NAVD 88 ORTHO HEIGHT -   216.350  (meters)     709.81  (feet) ADJUSTED  
 AH4447  ______________________________________________________________________
 AH4447  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 AH4447  DYNAMIC HEIGHT  -        216.344 (meters)      709.79  (feet) COMP
 AH4447  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 AH4447
 AH4447  VERT ORDER      -  SECOND    CLASS I
 AH4447
 AH4447.The horizontal coordinates were scaled from a topographic map and have
 AH4447.an estimated accuracy of +/- 6 seconds.
 AH4447.
 AH4447.The orthometric height was determined by differential leveling and
 AH4447.adjusted in June 2000.
 AH4447
 AH4447.Photographs are available for this station.
 AH4447
 AH4447.The dynamic height is computed by dividing the NAVD 88
 AH4447.geopotential number by the normal gravity value computed on the
 AH4447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4447.degrees latitude (g = 980.6199 gals.).
 AH4447
 AH4447.The modeled gravity was interpolated from observed gravity values.
 AH4447
 AH4447;                    North         East    Units  Estimated Accuracy
 AH4447;SPC MN S     -   307,720.      877,180.      MT  (+/- 180 meters Scaled)
 AH4447
 AH4447                          SUPERSEDED SURVEY CONTROL
 AH4447
 AH4447.No superseded survey control is available for this station.
 AH4447
 AH4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK981679(NAD 83)
 AH4447
 AH4447_MARKER: DV = VERTICAL CONTROL DISK
 AH4447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4447_STAMPING: 1912 AA 1989
 AH4447_MARK LOGO: MNDT  
 AH4447_PROJECTION: PROJECTING 8 CENTIMETERS
 AH4447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4447+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4447
 AH4447  HISTORY     - Date     Condition        Report By
 AH4447  HISTORY     - 1989     MONUMENTED       MNDT
 AH4447  HISTORY     - 20061129 POOR             USPSQD
 AH4447  HISTORY     - 20070618 POOR             MNDT
 AH4447
 AH4447                          STATION DESCRIPTION
 AH4447
 AH4447'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4447'THE MARK IS LOCATED IN THE CITY OF SOUTH ST PAUL, 0.9 MILE SOUTH ALONG
 AH4447'TRUNK HIGHWAY 56 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AND IN
 AH4447'THE SW 1/4 OF SECTION 35, T28N, R22W.  THE MARK IS 200 FEET EAST AND
 AH4447'75 FEET NORTH OF THE INTERSECTION OF CONCORD STREET AND DAWN WAY, 14.4
 AH4447'FEET WEST OF AND 1 FOOT LOWER THAN THE WEST RAIL OF OF A RAILWAY ,
 AH4447'15.5 FEET EAST OF THE CENTER OF AN ALLEY, 32.5 FEET EAST-SOUTHEAST OF
 AH4447'A POWER POLE, 52.2 FEET SOUTHWEST OF A TELEGRAPH POLE, 55.6 FEET
 AH4447'NORTHEAST OF A FENCE CORNER, AND 1.4 FEET SOUTH OF A STEEL WITNESS
 AH4447'POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4447'DISK STAMPED---1912 AA 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AH4447'INCH DIAMETER BY 5 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AH4447'GROUND.
 AH4447
 AH4447                          STATION RECOVERY (2006)
 AH4447
 AH4447'RECOVERY NOTE BY US POWER SQUADRON 2006 (SJT)
 AH4447'MARK IS BADLY TIPPED. SPSPS,SJT
 AH4447
 AH4447                          STATION RECOVERY (2007)
 AH4447
 AH4447'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4447'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF SAINT
 AH4447'PAUL, 2.1 MI (3.4 KM) NORTHWEST OF SAINT PAUL PARK AND 1.5 MI (2.4 KM)
 AH4447'NORTHEAST OF INVER GROVE HEIGHTS.
 AH4447' 
 AH4447'TO REACH TO THE MARK AT SOUTH ST PAUL, GO 0.9 MI (1.4 KM) SOUTH OF THE
 AH4447'JUNCTION OF TRUNK HIGHWAY 56 AND INTERSTATE HIGHWAY 494, 75 FT (22.9
 AH4447'M) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 56 (CONCORD STREET) AND DAWN
 AH4447'WAY, 14.4 FT (4.4 M) WEST OF RAILROAD, 15.5 FT (4.7 M) EAST OF ALLEY,
 AH4447'32.5 FT (9.9 M) EAST-SOUTHEAST OF POWER POLE, 52.2 FT (15.9 M)
 AH4447'SOUTHWEST OF TELEPHONE POLE, 55.6 FT (16.9 M) NORTHEAST OF A FENCE
 AH4447'CORNER, 1.4 FT (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4448 ***********************************************************************
 AH4448  DESIGNATION -  1912 AB
 AH4448  PID         -  AH4448
 AH4448  STATE/COUNTY-  MN/DAKOTA
 AH4448  COUNTRY     -  US
 AH4448  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4448
 AH4448                         *CURRENT SURVEY CONTROL
 AH4448  ______________________________________________________________________
 AH4448* NAD 83(1986) POSITION- 44 51 12.6    (N) 093 00 46.5    (W)   HD_HELD2  
 AH4448* NAVD 88 ORTHO HEIGHT -   214.064  (meters)     702.31  (feet) ADJUSTED  
 AH4448  ______________________________________________________________________
 AH4448  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 AH4448  DYNAMIC HEIGHT  -        214.058 (meters)      702.29  (feet) COMP
 AH4448  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 AH4448
 AH4448  VERT ORDER      -  SECOND    CLASS I
 AH4448
 AH4448.The horizontal coordinates were established by autonomous hand held GPS
 AH4448.observations and have an estimated accuracy of +/- 10 meters.
 AH4448.
 AH4448.The orthometric height was determined by differential leveling and
 AH4448.adjusted in June 2000.
 AH4448
 AH4448.Photographs are available for this station.
 AH4448
 AH4448.The dynamic height is computed by dividing the NAVD 88
 AH4448.geopotential number by the normal gravity value computed on the
 AH4448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4448.degrees latitude (g = 980.6199 gals.).
 AH4448
 AH4448.The modeled gravity was interpolated from observed gravity values.
 AH4448
 AH4448;                    North         East    Units  Estimated Accuracy
 AH4448;SPC MN S     -   306,418.      878,020.      MT  (+/- 10 meters HH2 GPS)
 AH4448
 AH4448                          SUPERSEDED SURVEY CONTROL
 AH4448
 AH4448.No superseded survey control is available for this station.
 AH4448
 AH4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9897966676(NAD 83)
 AH4448
 AH4448_MARKER: DV = VERTICAL CONTROL DISK
 AH4448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH4448_SP_SET: CONCRET FOOTING
 AH4448_STAMPING: 1912 AB 1989
 AH4448_MARK LOGO: MNDT  
 AH4448_PROJECTION: FLUSH
 AH4448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4448+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2006
 AH4448
 AH4448  HISTORY     - Date     Condition        Report By
 AH4448  HISTORY     - 1989     MONUMENTED       MNDT
 AH4448  HISTORY     - 20040424 GOOD             USPSQD
 AH4448  HISTORY     - 20061129 GOOD             USPSQD
 AH4448  HISTORY     - 20061201 GOOD             MNDT
 AH4448
 AH4448                          STATION DESCRIPTION
 AH4448
 AH4448'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4448'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, 1.6 MILES
 AH4448'SOUTH ALONG TRUNK HIGHWAY 56 (CONCORD STREET) FROM ITS JUNCTION WITH
 AH4448'INTERSTATE HIGHWAY 494, THENCE 0.3 MILE EAST ALONG 66TH STREET, AND IN
 AH4448'THE SE 1/4 OF SECTION 2, T27N, R22W.  THE MARK IS 21.9 FEET NORTH OF
 AH4448'AND ABOUT LEVEL WITH THE CENTERLINE OF THE DRAW BRIDGE ROAD (66TH
 AH4448'STREET), 63.8 FEET EAST - NORTHEAST OF THE NORTHEAST CORNER OF THE
 AH4448'DRAW BRIDGE SHACK, AND 38.5 FEET NORTH OF A LIGHT POLE.  THE MARK, A
 AH4448'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1912
 AH4448'AB 1989---, IS SET IN THE TOP OF THE WEST SIDE OF AN ABANDONED SIGNAL
 AH4448'BASE AND IS 0.6 FOOT ABOVE THE GROUND.
 AH4448
 AH4448                          STATION RECOVERY (2004)
 AH4448
 AH4448'RECOVERY NOTE BY US POWER SQUADRON 2004
 AH4448'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 AH4448' 
 AH4448' 
 AH4448'TRUNK HIGHWAY 56 IS NOW DAKOTA COUNTY RD. 56. LIGHT POLE IS GONE. DRAW
 AH4448'BRIDGE SHACK HAS BEEN PARTIALLY DESTROYED. SIGNAL BASE IS NORTH OF THE
 AH4448'OLD ROADWAY. SPSPS DH
 AH4448
 AH4448                          STATION RECOVERY (2006)
 AH4448
 AH4448'RECOVERY NOTE BY US POWER SQUADRON 2006 (SJT)
 AH4448'RECOVERED IN GOOD CONDITION.
 AH4448
 AH4448                          STATION RECOVERY (2006)
 AH4448
 AH4448'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 AH4448'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF SAINT
 AH4448'PAUL, 1.5 MI (2.4 KM) EAST-NORTHEAST OF INVER GROVE HEIGHTS AND 1.3 MI
 AH4448'(2.1 KM) NORTHWEST OF SAINT PAUL PARK.
 AH4448' 
 AH4448'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 1.6 MI (2.6 KM) SOUTH
 AH4448'OF THE JUNCTION OF TRUNK HIGHWAY 56 (CONCORD BOULEVARD EAST) AND
 AH4448'INTERSTATE HIGHWAY 494 THEN 0.3 MI (0.5 KM) EAST ON 66TH STREET, 21.9
 AH4448'FT (6.7 M) NORTH OF DRAWBRIDGE ROAD 38.5 FT (11.7 M) NORTH OF LIGHT
 AH4448'POLE, IN THE TOP OF WEST SIDE OF ABANDONED SIGNAL BASE, BENCH MARK
 AH4448'1922 B (CHISELED X) IS IN NORTHEAST CORNER OF SIGNAL BASE 20 FT (6.1
 AH4448'M) SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1339 ***********************************************************************
 PP1339  DESIGNATION -  1912 U
 PP1339  PID         -  PP1339
 PP1339  STATE/COUNTY-  MN/DAKOTA
 PP1339  COUNTRY     -  US
 PP1339  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1339
 PP1339                         *CURRENT SURVEY CONTROL
 PP1339  ______________________________________________________________________
 PP1339* NAD 83(1986) POSITION- 44 50 51.     (N) 093 01 13.     (W)   SCALED    
 PP1339* NAVD 88 ORTHO HEIGHT -   243.356  (meters)     798.41  (feet) ADJUSTED  
 PP1339  ______________________________________________________________________
 PP1339  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 PP1339  DYNAMIC HEIGHT  -        243.349 (meters)      798.39  (feet) COMP
 PP1339  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 PP1339
 PP1339  VERT ORDER      -  SECOND    CLASS 0
 PP1339
 PP1339.The horizontal coordinates were scaled from a topographic map and have
 PP1339.an estimated accuracy of +/- 6 seconds.
 PP1339.
 PP1339.The orthometric height was determined by differential leveling and
 PP1339.adjusted in June 1991.
 PP1339
 PP1339.The dynamic height is computed by dividing the NAVD 88
 PP1339.geopotential number by the normal gravity value computed on the
 PP1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1339.degrees latitude (g = 980.6199 gals.).
 PP1339
 PP1339.The modeled gravity was interpolated from observed gravity values.
 PP1339
 PP1339;                    North         East    Units  Estimated Accuracy
 PP1339;SPC MN S     -   305,740.      877,450.      MT  (+/- 180 meters Scaled)
 PP1339
 PP1339                          SUPERSEDED SURVEY CONTROL
 PP1339
 PP1339  NGVD 29 (??/??/92)  243.321  (m)          798.30   (f) ADJ UNCH    2 0
 PP1339
 PP1339.Superseded values are not recommended for survey control.
 PP1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1339.See file dsdata.txt to determine how the superseded data were derived.
 PP1339
 PP1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK983660(NAD 83)
 PP1339
 PP1339_MARKER: DD = SURVEY DISK
 PP1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1339_STAMPING: 1212-U - 1970
 PP1339_MARK LOGO: MNHD  
 PP1339_PROJECTION: FLUSH
 PP1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1339+STABILITY: SURFACE MOTION
 PP1339
 PP1339  HISTORY     - Date     Condition        Report By
 PP1339  HISTORY     - 1970     MONUMENTED       MNDT
 PP1339  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 PP1339  HISTORY     - 19881215 MARK NOT FOUND   MNDT
 PP1339  HISTORY     - 20061201 MARK NOT FOUND   MNDT
 PP1339
 PP1339                          STATION DESCRIPTION
 PP1339
 PP1339'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1339'0.6 MI S FROM INVER GROVE.
 PP1339'MARK IS LOCATED ABOUT 500 FEET SOUTH OF COUNTY ROAD 26, 48 FEET EAST
 PP1339'OF T.H. 56 CENTERLINE STATION 21 + 73, 10 FEET NORTHWEST OF THE WEST
 PP1339'END OF AN ADVERTISING SIGN (SOUTHVIEW CHEV), IN TOP OF A 6 FOOT
 PP1339'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 PP1339'11, T 27N, R 22W.
 PP1339
 PP1339                          STATION RECOVERY (1986)
 PP1339
 PP1339'RECOVERY NOTE BY US POWER SQUADRON 1986 (SN)
 PP1339'MARK NOT FOUND.
 PP1339
 PP1339                          STATION RECOVERY (1988)
 PP1339
 PP1339'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1339'MARK NOT FOUND.
 PP1339
 PP1339                          STATION RECOVERY (2006)
 PP1339
 PP1339'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1339'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1338 ***********************************************************************
 PP1338  DESIGNATION -  1912 V
 PP1338  PID         -  PP1338
 PP1338  STATE/COUNTY-  MN/DAKOTA
 PP1338  COUNTRY     -  US
 PP1338  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1338
 PP1338                         *CURRENT SURVEY CONTROL
 PP1338  ______________________________________________________________________
 PP1338* NAD 83(1986) POSITION- 44 50 31.1    (N) 093 01 16.2    (W)   HD_HELD2  
 PP1338* NAVD 88 ORTHO HEIGHT -   244.867  (meters)     803.37  (feet) ADJUSTED  
 PP1338  ______________________________________________________________________
 PP1338  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 PP1338  DYNAMIC HEIGHT  -        244.859 (meters)      803.34  (feet) COMP
 PP1338  MODELED GRAVITY -    980,579.3   (mgal)                       NAVD 88
 PP1338
 PP1338  VERT ORDER      -  SECOND    CLASS 0
 PP1338
 PP1338.The horizontal coordinates were established by autonomous hand held GPS
 PP1338.observations and have an estimated accuracy of +/- 10 meters.
 PP1338.
 PP1338.The orthometric height was determined by differential leveling and
 PP1338.adjusted in June 1991.
 PP1338
 PP1338.Photographs are available for this station.
 PP1338
 PP1338.The dynamic height is computed by dividing the NAVD 88
 PP1338.geopotential number by the normal gravity value computed on the
 PP1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1338.degrees latitude (g = 980.6199 gals.).
 PP1338
 PP1338.The modeled gravity was interpolated from observed gravity values.
 PP1338
 PP1338;                    North         East    Units  Estimated Accuracy
 PP1338;SPC MN S     -   305,129.      877,383.      MT  (+/- 10 meters HH2 GPS)
 PP1338
 PP1338                          SUPERSEDED SURVEY CONTROL
 PP1338
 PP1338  NGVD 29 (??/??/92)  244.833  (m)          803.26   (f) ADJ UNCH    2 0
 PP1338
 PP1338.Superseded values are not recommended for survey control.
 PP1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1338.See file dsdata.txt to determine how the superseded data were derived.
 PP1338
 PP1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9832765395(NAD 83)
 PP1338
 PP1338_MARKER: DB = BENCH MARK DISK
 PP1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1338_STAMPING: 1912 V 1970
 PP1338_MARK LOGO: MNHD  
 PP1338_PROJECTION: FLUSH
 PP1338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1338+STABILITY: SURFACE MOTION
 PP1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1338+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 PP1338
 PP1338  HISTORY     - Date     Condition        Report By
 PP1338  HISTORY     - 1970     MONUMENTED       MNHD
 PP1338  HISTORY     - 19881215 GOOD             MNDT
 PP1338  HISTORY     - 20040424 POOR             USPSQD
 PP1338  HISTORY     - 20070703 GOOD             MNDT
 PP1338
 PP1338                          STATION DESCRIPTION
 PP1338
 PP1338'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1338'1.0 MI S FROM INVER GROVE.
 PP1338'MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF COUNTY ROAD 26, 49 FEET EAST
 PP1338'OF T.H. 56 CENTERLINE STATION 43 + 79, 19 FEET SOUTHEAST OF THE
 PP1338'SOUTHEND OF A 15 INCH CORREGATED METAL CULVERT UNDER 74TH STREET EAST,
 PP1338'4 FEET NORTHWEST OF THE NORTHWEST FENCE CORNER AT A TRAILER COURT, IN
 PP1338'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP1338'GROUND.  SW 1/4 SECTION 11, T 27N, R 22W.
 PP1338
 PP1338                          STATION RECOVERY (1988)
 PP1338
 PP1338'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1338'IN THE CITY OF INVER GROVE HEIGHTS, 2.5 MILES SOUTH ALONG TRUNK
 PP1338'HIGHWAY 56 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT HIGHWAY
 PP1338'56 MILEPOINT 116.15, IN THE SW 1/4 OF SECTION 11, T27N, R22W.  THE
 PP1338'MARK IS 49.0 FEET EAST OF THE CENTERLINE OF HIGHWAY 56 (AT ENGINEERS
 PP1338'STATION 39 + 41) 19.0 FEET SOUTHEAST OF THE SOUTH END OF A 15 INCH
 PP1338'CORRUGATED METAL PIPE UNDER 74TH STREET EAST, AND 4.0 FEET NORTHWEST
 PP1338'OF THE NORTHWEST FENCE CORNER OF A TRAILER COURT.  THE MARK, A
 PP1338'STANDARD MNDT BENCH MARK DISK STAMPED---1912 V 1970---, IS SET IN THE
 PP1338'TOP OF A 6 FOOT LONG PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS 0.3
 PP1338'FOOT BELOW THE SURFACE OF THE GROUND.
 PP1338
 PP1338                          STATION RECOVERY (2004)
 PP1338
 PP1338'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1338'RECOVERED IN POOR CONDITION,BECAUSE OF PLACEMENT BELOW GROUND LEVEL.
 PP1338'ADDITIONS TO DESCRIPTION ARE STATE HIGHWAY 56 IS NOW DAKOTA COUNTY RD.
 PP1338'56 AND THERE IS NO MILEPOINT 116.5 TODAY.SPSPS DH
 PP1338
 PP1338                          STATION RECOVERY (2007)
 PP1338
 PP1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1338'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF SAINT
 PP1338'PAUL, 1.5 MI (2.4 KM) WEST OF SAINT PAUL PARK AND 1.1 MI (1.8 KM)
 PP1338'EAST-SOUTHEAST OF INVER GROVE HEIGHTS.
 PP1338' 
 PP1338'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 0.5 MI (0.8 KM) SOUTH
 PP1338'OF COUNTY ROAD 26, 49 FT (14.9 M) EAST OF TRUNK HIGHWAY 56 AT STATION
 PP1338'39+41, 19 FT (5.8 M) SOUTHEAST OF SOUTH END OF 15 INCH (38 CM) METAL
 PP1338'CULVERT UNDER 74TH STREET EAST, 4 FT (1.2 M) NORTHWEST OF NORTHWEST
 PP1338'FENCE CORNER, AT TRAILER COURT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1337 ***********************************************************************
 PP1337  DESIGNATION -  1912 W
 PP1337  PID         -  PP1337
 PP1337  STATE/COUNTY-  MN/DAKOTA
 PP1337  COUNTRY     -  US
 PP1337  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1337
 PP1337                         *CURRENT SURVEY CONTROL
 PP1337  ______________________________________________________________________
 PP1337* NAD 83(1986) POSITION- 44 50 05.2    (N) 093 01 20.4    (W)   HD_HELD2  
 PP1337* NAVD 88 ORTHO HEIGHT -   260.638  (meters)     855.11  (feet) ADJUSTED  
 PP1337  ______________________________________________________________________
 PP1337  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 PP1337  DYNAMIC HEIGHT  -        260.629 (meters)      855.08  (feet) COMP
 PP1337  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 PP1337
 PP1337  VERT ORDER      -  SECOND    CLASS 0
 PP1337
 PP1337.The horizontal coordinates were established by autonomous hand held GPS
 PP1337.observations and have an estimated accuracy of +/- 10 meters.
 PP1337.
 PP1337.The orthometric height was determined by differential leveling and
 PP1337.adjusted in June 1991.
 PP1337
 PP1337.Photographs are available for this station.
 PP1337
 PP1337.The dynamic height is computed by dividing the NAVD 88
 PP1337.geopotential number by the normal gravity value computed on the
 PP1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1337.degrees latitude (g = 980.6199 gals.).
 PP1337
 PP1337.The modeled gravity was interpolated from observed gravity values.
 PP1337
 PP1337;                    North         East    Units  Estimated Accuracy
 PP1337;SPC MN S     -   304,329.      877,301.      MT  (+/- 10 meters HH2 GPS)
 PP1337
 PP1337                          SUPERSEDED SURVEY CONTROL
 PP1337
 PP1337  NGVD 29 (??/??/92)  260.603  (m)          855.00   (f) ADJ UNCH    2 0
 PP1337
 PP1337.Superseded values are not recommended for survey control.
 PP1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1337.See file dsdata.txt to determine how the superseded data were derived.
 PP1337
 PP1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9823464596(NAD 83)
 PP1337
 PP1337_MARKER: DB = BENCH MARK DISK
 PP1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1337_STAMPING: 1912 W 1970
 PP1337_MARK LOGO: MNHD  
 PP1337_PROJECTION: FLUSH
 PP1337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1337+STABILITY: SURFACE MOTION
 PP1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1337+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 PP1337
 PP1337  HISTORY     - Date     Condition        Report By
 PP1337  HISTORY     - 1970     MONUMENTED       MNHD
 PP1337  HISTORY     - 1986     GOOD             USPSQD
 PP1337  HISTORY     - 19881215 GOOD             MNDT
 PP1337  HISTORY     - 20070703 GOOD             MNDT
 PP1337
 PP1337                          STATION DESCRIPTION
 PP1337
 PP1337'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1337'1.5 MI S FROM INVER GROVE.
 PP1337'MARK IS LOCATED ABOUT 700 FEET NORTH OF T.H. 56 AND COUNTY ROAD 77
 PP1337'NEAR CUNEEN TRAIL, 46 FEET EAST OF T.H. 56 CENTERLINE STATION 65 + 80,
 PP1337'45 FEET SOUTH OF A 24 INCH SECTIONAL CONCRETE CULVERT, IN THE TOP OF A
 PP1337'6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4
 PP1337'SECTION 11, T 27N, R 22W.
 PP1337
 PP1337                          STATION RECOVERY (1986)
 PP1337
 PP1337'RECOVERY NOTE BY US POWER SQUADRON 1986 (JN)
 PP1337'RECOVERED IN GOOD CONDITION.
 PP1337
 PP1337                          STATION RECOVERY (1988)
 PP1337
 PP1337'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1337'IN THE CITY OF INVER GROVE HEIGHTS, ABOUT 700 FT NORTH OF THE JUNCTION
 PP1337'AF TRUNK HIGHWAY 56 AND INVER GROVE TRAIL, AND IN THE SW 1/4 OF
 PP1337'SECTION 11, T27N, R22W.  THE MARK IS 46.0 FEET EAST OF THE CENTERLINE
 PP1337'OF HIGHWAY 56 AT MILEPOINT 115.65 (STAION 65+80), 45.0 FEET SOUTH OF A
 PP1337'24 INCH DIAMETER SECTIONAL CONCRETE CULVERT, AND 1.2 FEET WEST OF A
 PP1337'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1337'STAMPED---1912 W 1970---, IS SET IN THE TOP OF A PRE-CAST (MAGNETIC)
 PP1337'CONCRETE POST AND IS 0.2 FOOT BELOW THE GROUND.
 PP1337
 PP1337                          STATION RECOVERY (2007)
 PP1337
 PP1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1337'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH OF COATES, 1.6 MI
 PP1337'(2.6 KM) WEST-SOUTHWEST OF SAINT PAUL PARK AND 1.4 MI (2.3 KM)
 PP1337'SOUTHEAST OF INVER GROVE HEIGHTS.
 PP1337' 
 PP1337'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 700 FT (213.4 M) NORTH
 PP1337'OF COUNTY ROAD 77, 46 FT (14.0 M) EAST OF TRUNK HIGHWAY 56 AT STATION
 PP1337'65+80, 45 FT (13.7 M) SOUTH OF 24 INCH (61 CM) CONCRETE CULVERT, 1.0
 PP1337'FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1335 ***********************************************************************
 PP1335  DESIGNATION -  1912 X
 PP1335  PID         -  PP1335
 PP1335  STATE/COUNTY-  MN/DAKOTA
 PP1335  COUNTRY     -  US
 PP1335  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1335
 PP1335                         *CURRENT SURVEY CONTROL
 PP1335  ______________________________________________________________________
 PP1335* NAD 83(1986) POSITION- 44 49 12.78   (N) 093 01 49.28   (W)   HD_HELD1  
 PP1335* NAVD 88 ORTHO HEIGHT -   276.921  (meters)     908.53  (feet) ADJUSTED  
 PP1335  ______________________________________________________________________
 PP1335  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 PP1335  DYNAMIC HEIGHT  -        276.910 (meters)      908.50  (feet) COMP
 PP1335  MODELED GRAVITY -    980,571.5   (mgal)                       NAVD 88
 PP1335
 PP1335  VERT ORDER      -  SECOND    CLASS 0
 PP1335
 PP1335.The horizontal coordinates were established by differentially corrected
 PP1335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1335.
 PP1335.The orthometric height was determined by differential leveling and
 PP1335.adjusted in June 1991.
 PP1335
 PP1335.Photographs are available for this station.
 PP1335
 PP1335.The dynamic height is computed by dividing the NAVD 88
 PP1335.geopotential number by the normal gravity value computed on the
 PP1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1335.degrees latitude (g = 980.6199 gals.).
 PP1335
 PP1335.The modeled gravity was interpolated from observed gravity values.
 PP1335
 PP1335;                    North         East    Units  Estimated Accuracy
 PP1335;SPC MN S     -   302,703.3     876,685.5     MT  (+/- 3 meters HH1 GPS) 
 PP1335
 PP1335                          SUPERSEDED SURVEY CONTROL
 PP1335
 PP1335  NGVD 29 (??/??/92)  276.885  (m)          908.41   (f) ADJ UNCH    2 0
 PP1335
 PP1335.Superseded values are not recommended for survey control.
 PP1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1335.See file dsdata.txt to determine how the superseded data were derived.
 PP1335
 PP1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9760062979(NAD 83)
 PP1335
 PP1335_MARKER: DB = BENCH MARK DISK
 PP1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1335_STAMPING: 1912 X 1970
 PP1335_MARK LOGO: MNHD  
 PP1335_PROJECTION: PROJECTING 10 CENTIMETERS
 PP1335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1335+STABILITY: SURFACE MOTION
 PP1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1335+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2009
 PP1335
 PP1335  HISTORY     - Date     Condition        Report By
 PP1335  HISTORY     - 1970     MONUMENTED       MNHD
 PP1335  HISTORY     - 20070703 GOOD             MNDT
 PP1335  HISTORY     - 20090318 GOOD             MNDT
 PP1335
 PP1335                          STATION DESCRIPTION
 PP1335
 PP1335'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1335'2.3 MI S FROM INVER GROVE.
 PP1335'MARK IS LOCATED ABOUT 1.0 MILE NORTH OF THE JUNCTION OF T.H.S 52-55
 PP1335'AND 56, 71 FEET NORTH OF A CATTLE PASS UNDER T.H. 56, 49 FEET EAST OF
 PP1335'T.H. 56 CENTERLINE STATION 123 + 18, 2 FEET WEST OF A FENCE, IN TOP OF
 PP1335'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4
 PP1335'SECTION 15, T 27N, R 22W.
 PP1335
 PP1335                          STATION RECOVERY (2007)
 PP1335
 PP1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1335'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF COATES, 2.5 MI
 PP1335'(4.0 KM) SOUTHWEST OF SAINT PAUL PARK AND 2.0 MI (3.2 KM)
 PP1335'SOUTH-SOUTHEAST OF INVER GROVE HEIGHTS.
 PP1335' 
 PP1335'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 1 MI (1.6 KM) NORTH OF
 PP1335'THE JUNCTION OF TRUNK HIGHWAY 52-TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 PP1335'56, NORTH ON TRUNK HIGHWAY 56 TO OLD CONCORD BOULEVARD, SOUTH TO 3750
 PP1335'ON OLD CONCORD BOULEVARD, 71 FT (21.6 M) NORTH OF CATTLE PASS, 49 FT
 PP1335'(14.9 M) EAST OF OLD CONCORD BLVD., 12 FT (3.7 M) SOUTH OF DRIVE TO
 PP1335'HOUSE NUMBER 3750, 10.0 FT (3.0 M) NORTH OF TELEPHONE PEDESTAL,
 PP1335'MONUMENT IS IN ROCK EDGING AROUND FLOWER GARDEN.
 PP1335
 PP1335                          STATION RECOVERY (2009)
 PP1335
 PP1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1335'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1334 ***********************************************************************
 PP1334  DESIGNATION -  1912 Y
 PP1334  PID         -  PP1334
 PP1334  STATE/COUNTY-  MN/DAKOTA
 PP1334  COUNTRY     -  US
 PP1334  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1334
 PP1334                         *CURRENT SURVEY CONTROL
 PP1334  ______________________________________________________________________
 PP1334* NAD 83(1986) POSITION- 44 48 52.     (N) 093 02 04.     (W)   SCALED    
 PP1334* NAVD 88 ORTHO HEIGHT -   286.971  (meters)     941.50  (feet) ADJUSTED  
 PP1334  ______________________________________________________________________
 PP1334  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 PP1334  DYNAMIC HEIGHT  -        286.959 (meters)      941.46  (feet) COMP
 PP1334  MODELED GRAVITY -    980,569.5   (mgal)                       NAVD 88
 PP1334
 PP1334  VERT ORDER      -  SECOND    CLASS 0
 PP1334
 PP1334.The horizontal coordinates were scaled from a topographic map and have
 PP1334.an estimated accuracy of +/- 6 seconds.
 PP1334.
 PP1334.The orthometric height was determined by differential leveling and
 PP1334.adjusted in June 1991.
 PP1334
 PP1334.The dynamic height is computed by dividing the NAVD 88
 PP1334.geopotential number by the normal gravity value computed on the
 PP1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1334.degrees latitude (g = 980.6199 gals.).
 PP1334
 PP1334.The modeled gravity was interpolated from observed gravity values.
 PP1334
 PP1334;                    North         East    Units  Estimated Accuracy
 PP1334;SPC MN S     -   302,060.      876,370.      MT  (+/- 180 meters Scaled)
 PP1334
 PP1334                          SUPERSEDED SURVEY CONTROL
 PP1334
 PP1334  NGVD 29 (??/??/92)  286.934  (m)          941.38   (f) ADJ UNCH    2 0
 PP1334
 PP1334.Superseded values are not recommended for survey control.
 PP1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1334.See file dsdata.txt to determine how the superseded data were derived.
 PP1334
 PP1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK972623(NAD 83)
 PP1334
 PP1334_MARKER: DD = SURVEY DISK
 PP1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1334_STAMPING: 1912Y 1970
 PP1334_MARK LOGO: MNHD  
 PP1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1334+STABILITY: SURFACE MOTION
 PP1334
 PP1334  HISTORY     - Date     Condition        Report By
 PP1334  HISTORY     - 1970     MONUMENTED       MNDT
 PP1334  HISTORY     - 20061130 MARK NOT FOUND   MNDT
 PP1334
 PP1334                          STATION DESCRIPTION
 PP1334
 PP1334'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1334'2.7 MI S FROM INVER GROVE.
 PP1334'MARK IS LOCATED ABOUT 0.5 MILES NORTH OF THE JUNCTION OF T.H.S 52-55
 PP1334'AND 56, 145 FEET NORTH OF A PRIVATE DRIVE EAST, 43 FEET WEST OF T.H.
 PP1334'56, CENTERLINE STATION 148 + 36, 57 FEET SOUTH OF A PRIVATE DRIVE
 PP1334'WEST, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP1334'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 PP1334'22, T 27N, R 22W.
 PP1334
 PP1334                          STATION RECOVERY (2006)
 PP1334
 PP1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1334'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0621 ***********************************************************************
 PP0621  DESIGNATION -  1913 A
 PP0621  PID         -  PP0621
 PP0621  STATE/COUNTY-  MN/DAKOTA
 PP0621  COUNTRY     -  US
 PP0621  USGS QUAD   -  HASTINGS (1993)
 PP0621
 PP0621                         *CURRENT SURVEY CONTROL
 PP0621  ______________________________________________________________________
 PP0621* NAD 83(1986) POSITION- 44 44 41.8    (N) 092 51 09.1    (W)   HD_HELD2  
 PP0621* NAVD 88 ORTHO HEIGHT -   222.594  (meters)     730.29  (feet) ADJUSTED  
 PP0621  ______________________________________________________________________
 PP0621  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 PP0621  DYNAMIC HEIGHT  -        222.570 (meters)      730.22  (feet) COMP
 PP0621  MODELED GRAVITY -    980,506.3   (mgal)                       NAVD 88
 PP0621
 PP0621  VERT ORDER      -  SECOND    CLASS 0
 PP0621
 PP0621.The horizontal coordinates were established by autonomous hand held GPS
 PP0621.observations and have an estimated accuracy of +/- 10 meters.
 PP0621.
 PP0621.The orthometric height was determined by differential leveling and
 PP0621.adjusted in June 1995.
 PP0621
 PP0621.Photographs are available for this station.
 PP0621
 PP0621.The dynamic height is computed by dividing the NAVD 88
 PP0621.geopotential number by the normal gravity value computed on the
 PP0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0621.degrees latitude (g = 980.6199 gals.).
 PP0621
 PP0621.The modeled gravity was interpolated from observed gravity values.
 PP0621
 PP0621;                    North         East    Units  Estimated Accuracy
 PP0621;SPC MN S     -   294,522.      890,866.      MT  (+/- 10 meters HH2 GPS)
 PP0621
 PP0621                          SUPERSEDED SURVEY CONTROL
 PP0621
 PP0621  NAVD 88 (06/15/91)  222.589  (m)          730.28   (f) SUPERSEDED  2 1
 PP0621  NGVD 29 (??/??/92)  222.540  (m)          730.12   (f) ADJ UNCH    2 0
 PP0621
 PP0621.Superseded values are not recommended for survey control.
 PP0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0621.See file dsdata.txt to determine how the superseded data were derived.
 PP0621
 PP0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1167454628(NAD 83)
 PP0621
 PP0621_MARKER: DB = BENCH MARK DISK
 PP0621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0621_SP_SET: BRIDGE WALKWAY
 PP0621_STAMPING: 1913 A 1970
 PP0621_MARK LOGO: MNHD  
 PP0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0621+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2007
 PP0621
 PP0621  HISTORY     - Date     Condition        Report By
 PP0621  HISTORY     - 1970     MONUMENTED       MNHD
 PP0621  HISTORY     - 19880808 GOOD             MNDT
 PP0621  HISTORY     - 19980218 POOR             MNDT
 PP0621  HISTORY     - 20070713 GOOD             MNDT
 PP0621
 PP0621                          STATION DESCRIPTION
 PP0621
 PP0621'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0621'IN HASTINGS.
 PP0621'MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE WEST WALKWAY OF THE TH
 PP0621'BRIDGE NO. 5895 ACROSS THE MISSISSIPPI RIVER AT HASTINGS.  NE1/4
 PP0621'SECTION 28, T 115N, R 17W.
 PP0621
 PP0621                          STATION RECOVERY (1988)
 PP0621
 PP0621'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP0621'THE MARK IS LOCATED IN THE CITY OF HASTINGS, 0.6 MI (1.0 KM) NORTH
 PP0621'ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 IN
 PP0621'HASTINGS, AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 5895 (HIGHWAY 61
 PP0621'OVER THE MISSISSIPPI RIVER) AND IN THE NW 1/4 OF SECTION 27, T115N,
 PP0621'R17W.  THE MARK IS 17.0 FT (5.2 M) WEST OF AND ABOUT 0.5 FT (0.2 M)
 PP0621'HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 117.6 AND 3.1 FT
 PP0621'(0.9 M) NORTH OF THE END OF THE BRIDGE FROM ITS SOUTHWEST CORNER.
 PP0621'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---1913 A 1970---,
 PP0621'IS SET IN THE BRIDGE WALKWAY.  NOTE--MOST OF THE BRIDGE WALKWAY HAS
 PP0621'BEEN REMOVED BY BRIDGE REPAIR.
 PP0621
 PP0621                          STATION RECOVERY (1998)
 PP0621
 PP0621'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP0621'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS STABLE BUT CONCRETE BUSTED
 PP0621'BY SNOWPLOW.
 PP0621
 PP0621                          STATION RECOVERY (2007)
 PP0621
 PP0621'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0621'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-NORTHEAST OF COATES,
 PP0621'7.5 MI (12.1 KM) NORTHEAST OF VERMILLION AND 0.1 MI (0.2 KM) NORTH OF
 PP0621'HASTINGS.
 PP0621' 
 PP0621'TO REACH TO THE MARK AT HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT
 PP0621'117.6, GO 0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 55
 PP0621'AND TRUNK HIGHWAY 61, IN SOUTHWEST CORNER OF TRUNK HIGHWAY 61 BRIDGE
 PP0621'5895 OVER MISSISSIPPI RIVER, 17 FT (5.2 M) WEST OF TRUNK HIGHWAY 61,
 PP0621'3.1 FT (0.9 M) NORTH OF THE SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3435 ***********************************************************************
 PP3435  DESIGNATION -  1913 B
 PP3435  PID         -  PP3435
 PP3435  STATE/COUNTY-  MN/DAKOTA
 PP3435  COUNTRY     -  US
 PP3435  USGS QUAD   -  MIESVILLE (1974)
 PP3435
 PP3435                         *CURRENT SURVEY CONTROL
 PP3435  ______________________________________________________________________
 PP3435* NAD 83(1986) POSITION- 44 36 01.95   (N) 092 48 07.15   (W)   HD_HELD1  
 PP3435* NAVD 88 ORTHO HEIGHT -   296.532  (meters)     972.87  (feet) ADJUSTED  
 PP3435  ______________________________________________________________________
 PP3435  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 PP3435  DYNAMIC HEIGHT  -        296.488 (meters)      972.73  (feet) COMP
 PP3435  MODELED GRAVITY -    980,459.9   (mgal)                       NAVD 88
 PP3435
 PP3435  VERT ORDER      -  SECOND    CLASS I
 PP3435
 PP3435.The horizontal coordinates were established by differentially corrected
 PP3435.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3435.
 PP3435.The orthometric height was determined by differential leveling and
 PP3435.adjusted in June 1995.
 PP3435
 PP3435.Photographs are available for this station.
 PP3435
 PP3435.The dynamic height is computed by dividing the NAVD 88
 PP3435.geopotential number by the normal gravity value computed on the
 PP3435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3435.degrees latitude (g = 980.6199 gals.).
 PP3435
 PP3435.The modeled gravity was interpolated from observed gravity values.
 PP3435
 PP3435;                    North         East    Units  Estimated Accuracy
 PP3435;SPC MN S     -   278,535.5     895,103.0     MT  (+/- 3 meters HH1 GPS) 
 PP3435
 PP3435                          SUPERSEDED SURVEY CONTROL
 PP3435
 PP3435.No superseded survey control is available for this station.
 PP3435
 PP3435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1571438596(NAD 83)
 PP3435
 PP3435_MARKER: DV = VERTICAL CONTROL DISK
 PP3435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3435_SP_SET: ALUMINUM ALLOY ROD
 PP3435_STAMPING: 1913 B 1988
 PP3435_MARK LOGO: MNDT  
 PP3435_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3435+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3435_ROD/PIPE-DEPTH:  3.7 meters
 PP3435
 PP3435  HISTORY     - Date     Condition        Report By
 PP3435  HISTORY     - 1988     MONUMENTED       MNDT
 PP3435  HISTORY     - 20021214 GOOD             USPSQD
 PP3435  HISTORY     - 20070710 GOOD             MNDT
 PP3435
 PP3435                          STATION DESCRIPTION
 PP3435
 PP3435'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3435'THE MARK IS LOCATED NEAR THE EAST BOUNDARY OF THE CITY OF MIESVILLE,
 PP3435'0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3435'COUNTY ROAD 91 AT MIESVILLE, 1.4 MI (2.3 KM) WEST ALONG HIGHWAY 61
 PP3435'FROM ITS JUNCTION WITH TRUNK HIGHWAY 316 AND IN THE NE 1/4 OF SECTION
 PP3435'13, T113N, R17W.  THE MARK IS 55.5 FT (16.9 M) SOUTH OF AND ABOUT 1.5
 PP3435'FT (0.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT
 PP3435'104.9, 15.5 FT (4.7 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 132.0
 PP3435'FT (40.2 M) WEST-SOUTHWEST OF A POWER POLE, 4.8 FT (1.5 M)
 PP3435'SOUTH-SOUTHEAST OF A CORNER FENCE POST, 0.8 FT (0.2 M) EAST OF THE
 PP3435'FENCELINE AND 0.8 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE
 PP3435'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3435'DISK STAMPED---1913 B 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3435'DIAMETER BY 12 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3435'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3435
 PP3435                          STATION RECOVERY (2002)
 PP3435
 PP3435'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3435'RECOVERED IN GOOD CONDITION.
 PP3435
 PP3435                          STATION RECOVERY (2007)
 PP3435
 PP3435'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3435'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF CANNON FALLS,
 PP3435'3.8 MI (6.1 KM) NORTHWEST OF WELCH AND 0.5 MI (0.8 KM) EAST OF
 PP3435'MIESVILLE.
 PP3435' 
 PP3435'TO REACH TO THE MARK AT MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT
 PP3435'104.9, GO 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND
 PP3435'COUNTY ROAD 91, 1.4 MI (2.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY
 PP3435'61 AND TRUNK HIGHWAY 316, 55.5 FT (16.9 M) SOUTH OF TRUNK HIGHWAY 61,
 PP3435'15.5 FT (4.7 M) WEST OF A FIELD ENTRANCE, 132.0 FT (40.2 M)
 PP3435'WEST-SOUTHWEST OF POWER POLE, 4.8 FT (1.5 M) SOUTH-SOUTHEAST OF CORNER
 PP3435'FENCE POST, 0.8 FT (0.2 M) EAST OF A FENCE LINE, 0.1 FT (0.0 M) NORTH
 PP3435'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3434 ***********************************************************************
 PP3434  DESIGNATION -  1913 C
 PP3434  PID         -  PP3434
 PP3434  STATE/COUNTY-  MN/DAKOTA
 PP3434  COUNTRY     -  US
 PP3434  USGS QUAD   -  MIESVILLE (1974)
 PP3434
 PP3434                         *CURRENT SURVEY CONTROL
 PP3434  ______________________________________________________________________
 PP3434* NAD 83(1986) POSITION- 44 36 01.99   (N) 092 48 44.94   (W)   HD_HELD1  
 PP3434* NAVD 88 ORTHO HEIGHT -   284.526  (meters)     933.48  (feet) ADJUSTED  
 PP3434  ______________________________________________________________________
 PP3434  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 PP3434  DYNAMIC HEIGHT  -        284.484 (meters)      933.34  (feet) COMP
 PP3434  MODELED GRAVITY -    980,462.0   (mgal)                       NAVD 88
 PP3434
 PP3434  VERT ORDER      -  SECOND    CLASS I
 PP3434
 PP3434.The horizontal coordinates were established by differentially corrected
 PP3434.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3434.
 PP3434.The orthometric height was determined by differential leveling and
 PP3434.adjusted in June 1995.
 PP3434
 PP3434.Photographs are available for this station.
 PP3434
 PP3434.The dynamic height is computed by dividing the NAVD 88
 PP3434.geopotential number by the normal gravity value computed on the
 PP3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3434.degrees latitude (g = 980.6199 gals.).
 PP3434
 PP3434.The modeled gravity was interpolated from observed gravity values.
 PP3434
 PP3434;                    North         East    Units  Estimated Accuracy
 PP3434;SPC MN S     -   278,524.6     894,269.7     MT  (+/- 3 meters HH1 GPS) 
 PP3434
 PP3434                          SUPERSEDED SURVEY CONTROL
 PP3434
 PP3434.No superseded survey control is available for this station.
 PP3434
 PP3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1488138595(NAD 83)
 PP3434
 PP3434_MARKER: DV = VERTICAL CONTROL DISK
 PP3434_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3434_SP_SET: HEADWALL BOX CULVERT
 PP3434_STAMPING: 1913 C 1988
 PP3434_MARK LOGO: MNDT  
 PP3434_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3434+STABILITY: SURFACE MOTION
 PP3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3434+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP3434
 PP3434  HISTORY     - Date     Condition        Report By
 PP3434  HISTORY     - 1988     MONUMENTED       MNDT
 PP3434  HISTORY     - 20070709 GOOD             MNDT
 PP3434
 PP3434                          STATION DESCRIPTION
 PP3434
 PP3434'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3434'THE MARK IS LOCATED IN THE CITY OF MIESVILLE, NEAR THE JUNCTION OF
 PP3434'TRUNK HIGHWAY 61 AND COUNTY ROAD 91, IN THE SOUTHEAST CORNER OF A
 PP3434'TRIPLE BOX CULVERT AND IN THE NW 1/4 OF SECTION 13, T113N, R17W.  THE
 PP3434'MARK IS 23.8 FT (7.3 M) SOUTH OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN
 PP3434'THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 105.45, 77.5 FT (23.6 M)
 PP3434'EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 91, 55.3 FT (16.9 M)
 PP3434'EAST OF A POWER POLE AND 2.3 FT (0.7 M) SOUTH OF A GUARDRAIL.  THE
 PP3434'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3434'STAMPED---1913 C 1988---, IS SET IN A DRILL HOLE IN THE SOUTHEAST
 PP3434'CORNER OF THE TRIPLE BOX CULVERT.
 PP3434
 PP3434                          STATION RECOVERY (2007)
 PP3434
 PP3434'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3434'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF CANNON FALLS,
 PP3434'4.3 MI (6.9 KM) WEST-NORTHWEST OF WELCH AND 0.0 MI SOUTHEAST OF
 PP3434'MIESVILLE.
 PP3434' 
 PP3434'TO REACH TO THE MARK AT MIESVILLE, NEAR JUNCTION OF TRUNK HIGHWAY 61
 PP3434'AND COUNTY ROAD 91, AT TRUNK HIGHWAY 61 MILE POINT 105.45, GO 23.8 FT
 PP3434'(7.3 M) SOUTH OF TRUNK HIGHWAY 61, 77.5 FT (23.6 M) EAST OF COUNTY
 PP3434'ROAD 91, 55.3 FT (16.9 M) EAST OF POWER POLE, 2.3 FT (0.7 M) SOUTH OF
 PP3434'GUARDRAIL, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 TRIPLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3433 ***********************************************************************
 PP3433  DESIGNATION -  1913 D
 PP3433  PID         -  PP3433
 PP3433  STATE/COUNTY-  MN/DAKOTA
 PP3433  COUNTRY     -  US
 PP3433  USGS QUAD   -  MIESVILLE (1974)
 PP3433
 PP3433                         *CURRENT SURVEY CONTROL
 PP3433  ______________________________________________________________________
 PP3433* NAD 83(1986) POSITION- 44 36 03.6    (N) 092 48 47.4    (W)   HD_HELD2  
 PP3433* NAVD 88 ORTHO HEIGHT -   284.833  (meters)     934.49  (feet) ADJUSTED  
 PP3433  ______________________________________________________________________
 PP3433  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 PP3433  DYNAMIC HEIGHT  -        284.791 (meters)      934.35  (feet) COMP
 PP3433  MODELED GRAVITY -    980,462.3   (mgal)                       NAVD 88
 PP3433
 PP3433  VERT ORDER      -  SECOND    CLASS I
 PP3433
 PP3433.The horizontal coordinates were established by autonomous hand held GPS
 PP3433.observations and have an estimated accuracy of +/- 10 meters.
 PP3433.
 PP3433.The orthometric height was determined by differential leveling and
 PP3433.adjusted in June 1995.
 PP3433
 PP3433.Photographs are available for this station.
 PP3433
 PP3433.The dynamic height is computed by dividing the NAVD 88
 PP3433.geopotential number by the normal gravity value computed on the
 PP3433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3433.degrees latitude (g = 980.6199 gals.).
 PP3433
 PP3433.The modeled gravity was interpolated from observed gravity values.
 PP3433
 PP3433;                    North         East    Units  Estimated Accuracy
 PP3433;SPC MN S     -   278,573.      894,215.      MT  (+/- 10 meters HH2 GPS)
 PP3433
 PP3433                          SUPERSEDED SURVEY CONTROL
 PP3433
 PP3433.No superseded survey control is available for this station.
 PP3433
 PP3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1482738645(NAD 83)
 PP3433
 PP3433_MARKER: DV = VERTICAL CONTROL DISK
 PP3433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3433_SP_SET: STEPS
 PP3433_STAMPING: 1913 D 1988
 PP3433_MARK LOGO: MNDT  
 PP3433_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3433+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 PP3433
 PP3433  HISTORY     - Date     Condition        Report By
 PP3433  HISTORY     - 1988     MONUMENTED       MNDT
 PP3433  HISTORY     - 20021214 GOOD             USPSQD
 PP3433  HISTORY     - 20040727 GOOD             USPSQD
 PP3433  HISTORY     - 20050917 GOOD             USPSQD
 PP3433  HISTORY     - 20061021 GOOD             USPSQD
 PP3433  HISTORY     - 20070709 GOOD             MNDT
 PP3433  HISTORY     - 20080505 GOOD             MNDT
 PP3433
 PP3433                          STATION DESCRIPTION
 PP3433
 PP3433'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3433'THE MARK IS LOCATED IN THE CITY OF MIESVILLE, IN THE LOWER STEP OF THE
 PP3433'MAIN ENTRANCE TO SAINT JOSEPHS CATHOLIC CHURCH, NEAR THE JUNCTION OF
 PP3433'TRUNK HIGHWAY 61 AND COUNTY ROAD 91 AND IN THE SE 1/4 OF SECTION 11,
 PP3433'T113N, R17W.  THE MARK IS 123.5 FT (37.6 M) NORTH OF THE CENTERLINE
 PP3433'OF HIGHWAY 61 AT MILEPOINT 105.45, 115.5 FT (35.2 M) WEST OF THE
 PP3433'CENTERLINE OF COUNTY ROAD 91, 1.2 FT (0.4 M) SOUTH OF THE SOUTHEAST
 PP3433'CORNER OF THE NORTH ENTRANCE PILLAR AND 2 FT (0.6 M) NORTH OF THE
 PP3433'NORTH HAND RAIL.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3433'MONUMENT DISK STAMPED---1913 D 1988---, IS SET IN THE LOWER STEP OF
 PP3433'THE MAIN ENTRANCE TO THE CHURCH AND IS ABOUT 0.5 FT (0.2 M) ABOVE THE
 PP3433'LEVEL OF THE SIDEWALK.
 PP3433
 PP3433                          STATION RECOVERY (2002)
 PP3433
 PP3433'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3433'RECOVERED IN GOOD CONDITION.
 PP3433
 PP3433                          STATION RECOVERY (2004)
 PP3433
 PP3433'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3433'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP3433
 PP3433                          STATION RECOVERY (2005)
 PP3433
 PP3433'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3433'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. SJT
 PP3433
 PP3433                          STATION RECOVERY (2006)
 PP3433
 PP3433'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 PP3433'RECOVERED IN GOOD CONDITION.
 PP3433
 PP3433                          STATION RECOVERY (2007)
 PP3433
 PP3433'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3433'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF CANNON FALLS,
 PP3433'4.3 MI (6.9 KM) WEST-NORTHWEST OF WELCH AND 0.0 MI (0.0 KM) NORTHWEST
 PP3433'OF MIESVILLE.
 PP3433' 
 PP3433'TO REACH TO THE MARK AT MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT
 PP3433'105.45, NEAR JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91, 123.5 FT
 PP3433'(37.6 M) NORTH OF TRUNK HIGHWAY 61, GO 115.5 FT (35.2 M) WEST OF
 PP3433'COUNTY ROAD 91, ON LOWER STEP AT MAIN ENTRANCE TO SAINT JOSEPH
 PP3433'CATHOLIC CHURCH, 1.2 FT (0.4 M) SOUTH OF THE SOUTHEAST CORNER OF NORTH
 PP3433'ENTRANCE PILLAR, 2 FT (0.6 M) NORTH OF NORTH HAND RAIL.
 PP3433
 PP3433                          STATION RECOVERY (2008)
 PP3433
 PP3433'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3433'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF CANNON FALLS,
 PP3433'4.3 MI (6.9 KM) WEST-NORTHWEST OF WELCH AND 0.0 MI (0.0 KM) NORTHWEST
 PP3433'OF MIESVILLE.
 PP3433' 
 PP3433'TO REACH TO THE MARK AT MIESVILLE, AT TRUNK HIGHWAY 61 MILE POINT
 PP3433'105.45, NEAR JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 91, 123.5 FT
 PP3433'(37.6 M) NORTH OF TRUNK HIGHWAY 61, 115.5 FT (35.2 M) WEST OF COUNTY
 PP3433'ROAD 91, AT TRUNK HIGHWAY 61 AND NICOLAI AVENUE IN MIESVILLE, ON LOWER
 PP3433'STEP AT EAST MAIN ENTRANCE TO SAINT JOSEPH CATHOLIC CHURCH, 1.2 FT
 PP3433'(0.4 M) SOUTH OF NORTH ENTRANCE PILLAR, 2 FT (0.6 M) NORTH OF NORTH
 PP3433'HAND RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3432 ***********************************************************************
 PP3432  DESIGNATION -  1913 E
 PP3432  PID         -  PP3432
 PP3432  STATE/COUNTY-  MN/DAKOTA
 PP3432  COUNTRY     -  US
 PP3432  USGS QUAD   -  MIESVILLE (1974)
 PP3432
 PP3432                         *CURRENT SURVEY CONTROL
 PP3432  ______________________________________________________________________
 PP3432* NAD 83(1986) POSITION- 44 36 02.     (N) 092 49 37.     (W)   SCALED    
 PP3432* NAVD 88 ORTHO HEIGHT -   293.154  (meters)     961.79  (feet) ADJUSTED  
 PP3432  ______________________________________________________________________
 PP3432  GEOID HEIGHT    -        -29.52  (meters)                     GEOID09
 PP3432  DYNAMIC HEIGHT  -        293.111 (meters)      961.65  (feet) COMP
 PP3432  MODELED GRAVITY -    980,464.8   (mgal)                       NAVD 88
 PP3432
 PP3432  VERT ORDER      -  SECOND    CLASS I
 PP3432
 PP3432.The horizontal coordinates were scaled from a topographic map and have
 PP3432.an estimated accuracy of +/- 6 seconds.
 PP3432.
 PP3432.The orthometric height was determined by differential leveling and
 PP3432.adjusted in June 1995.
 PP3432
 PP3432.The dynamic height is computed by dividing the NAVD 88
 PP3432.geopotential number by the normal gravity value computed on the
 PP3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3432.degrees latitude (g = 980.6199 gals.).
 PP3432
 PP3432.The modeled gravity was interpolated from observed gravity values.
 PP3432
 PP3432;                    North         East    Units  Estimated Accuracy
 PP3432;SPC MN S     -   278,510.      893,120.      MT  (+/- 180 meters Scaled)
 PP3432
 PP3432                          SUPERSEDED SURVEY CONTROL
 PP3432
 PP3432.No superseded survey control is available for this station.
 PP3432
 PP3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK137385(NAD 83)
 PP3432
 PP3432_MARKER: DV = VERTICAL CONTROL DISK
 PP3432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3432_SP_SET: ALUMINUM ALLOY ROD
 PP3432_STAMPING: 1913 E 1988
 PP3432_MARK LOGO: MNDT  
 PP3432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3432
 PP3432  HISTORY     - Date     Condition        Report By
 PP3432  HISTORY     - 1988     MONUMENTED       MNDT
 PP3432  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 PP3432  HISTORY     - 20061114 MARK NOT FOUND   MNDT
 PP3432
 PP3432                          STATION DESCRIPTION
 PP3432
 PP3432'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3432'THE MARK IS LOCATED IN THE CITY OF MIESVILLE, 0.7 MI (1.1 KM) WEST
 PP3432'ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH COUNTY ROAD 91 IN
 PP3432'MIESVILLE, 1.4 MI (2.3 KM) EAST ALONG HIGHWAY 61 FROM ITS JUNCTION
 PP3432'WITH TRUNK HIGHWAY 50 AND IN THE NW 1/4 OF SECTION 14, T113N, R17W.
 PP3432'THE MARK IS 61.2 FT (18.7 M) SOUTH OF AND ABOUT 4 FT (1.2 M) LOWER
 PP3432'THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 106.15, 117.0 FT
 PP3432'(35.7 M) WEST OF A POWER POLE AND 3.7 FT (1.1 M) NORTH OF THE
 PP3432'NORTHEAST CORNER OF A CATTLE BARN.  THE MARK, A STANDARD MNDT
 PP3432'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1913 E
 PP3432'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT
 PP3432'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH
 PP3432'THE SURFACE OF THE GROUND.
 PP3432
 PP3432                          STATION RECOVERY (2004)
 PP3432
 PP3432'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP3432'MARK NOT FOUND, USPSQD, JRD
 PP3432
 PP3432                          STATION RECOVERY (2006)
 PP3432
 PP3432'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3432'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3431 ***********************************************************************
 PP3431  DESIGNATION -  1913 F
 PP3431  PID         -  PP3431
 PP3431  STATE/COUNTY-  MN/DAKOTA
 PP3431  COUNTRY     -  US
 PP3431  USGS QUAD   -  MIESVILLE (1974)
 PP3431
 PP3431                         *CURRENT SURVEY CONTROL
 PP3431  ______________________________________________________________________
 PP3431* NAD 83(1986) POSITION- 44 36 03.12   (N) 092 50 33.32   (W)   HD_HELD1  
 PP3431* NAVD 88 ORTHO HEIGHT -   283.136  (meters)     928.92  (feet) ADJUSTED  
 PP3431  ______________________________________________________________________
 PP3431  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 PP3431  DYNAMIC HEIGHT  -        283.096 (meters)      928.79  (feet) COMP
 PP3431  MODELED GRAVITY -    980,467.6   (mgal)                       NAVD 88
 PP3431
 PP3431  VERT ORDER      -  SECOND    CLASS I
 PP3431
 PP3431.The horizontal coordinates were established by differentially corrected
 PP3431.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3431.
 PP3431.The orthometric height was determined by differential leveling and
 PP3431.adjusted in June 1995.
 PP3431
 PP3431.Photographs are available for this station.
 PP3431
 PP3431.The dynamic height is computed by dividing the NAVD 88
 PP3431.geopotential number by the normal gravity value computed on the
 PP3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3431.degrees latitude (g = 980.6199 gals.).
 PP3431
 PP3431.The modeled gravity was interpolated from observed gravity values.
 PP3431
 PP3431;                    North         East    Units  Estimated Accuracy
 PP3431;SPC MN S     -   278,525.2     891,879.5     MT  (+/- 3 meters HH1 GPS) 
 PP3431
 PP3431                          SUPERSEDED SURVEY CONTROL
 PP3431
 PP3431.No superseded survey control is available for this station.
 PP3431
 PP3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1249238625(NAD 83)
 PP3431
 PP3431_MARKER: DV = VERTICAL CONTROL DISK
 PP3431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3431_SP_SET: ALUMINUM ALLOY ROD
 PP3431_STAMPING: 1913 F 1988
 PP3431_MARK LOGO: MNDT  
 PP3431_PROJECTION: FLUSH
 PP3431_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3431+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 PP3431_ROD/PIPE-DEPTH:  4.3 meters
 PP3431
 PP3431  HISTORY     - Date     Condition        Report By
 PP3431  HISTORY     - 1988     MONUMENTED       MNDT
 PP3431  HISTORY     - 20021214 GOOD             USPSQD
 PP3431  HISTORY     - 20050917 GOOD             USPSQD
 PP3431  HISTORY     - 20061021 GOOD             USPSQD
 PP3431  HISTORY     - 20070709 GOOD             MNDT
 PP3431
 PP3431                          STATION DESCRIPTION
 PP3431
 PP3431'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3431'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE CITY OF
 PP3431'MIESVILLE, 0.6 MI (1.0 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3431'JUNCTION WITH TRUNK HIGHWAY 50, 1.45 MI (2.33 KM) WEST ALONG HIGHWAY
 PP3431'61 FROM ITS JUNCTION WITH COUNTY ROAD 91 IN MIESVILLE AND IN THE NE
 PP3431'1/4 OF SECTION 15, T113N, R17W.  THE MARK IS 46.0 FT (14.0 M) SOUTH
 PP3431'OF THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 106.95, 18.0 FT (5.5 M)
 PP3431'WEST OF THE CENTER OF A FIELD ENTRANCE 3.0 FT (0.9 M) WEST OF A POWER
 PP3431'POLE AND 0.9 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3431'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3431'STAMPED---1913 F 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3431'DIAMETER BY 14 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3431'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3431
 PP3431                          STATION RECOVERY (2002)
 PP3431
 PP3431'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3431'RECOVERED IN GOOD CONDITION.
 PP3431
 PP3431                          STATION RECOVERY (2005)
 PP3431
 PP3431'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3431'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. SJT
 PP3431
 PP3431                          STATION RECOVERY (2006)
 PP3431
 PP3431'RECOVERY NOTE BY US POWER SQUADRON 2006 (DH)
 PP3431'RECOVERED IN GOOD CONDITION.
 PP3431
 PP3431                          STATION RECOVERY (2007)
 PP3431
 PP3431'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3431'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST OF CANNON
 PP3431'FALLS, 5.6 MI (9.0 KM) WEST-NORTHWEST OF WELCH AND 1.5 MI (2.4 KM)
 PP3431'WEST OF MIESVILLE.
 PP3431' 
 PP3431'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) WEST OF MIESVILLE, AT TRUNK
 PP3431'HIGHWAY 61 MILE POINT 106.95, 0.6 MI (1.0 KM) EAST OF THE JUNCTION OF
 PP3431'TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 61, 46.0 FT (14.0 M) SOUTH OF TRUNK
 PP3431'HIGHWAY 61, 18.0 FT (5.5 M) WEST OF A FIELD ENTRANCE, 3.0 FT (0.9 M)
 PP3431'WEST OF POWER POLE, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3401 ***********************************************************************
 PP3401  DESIGNATION -  1913 G
 PP3401  PID         -  PP3401
 PP3401  STATE/COUNTY-  MN/DAKOTA
 PP3401  COUNTRY     -  US
 PP3401  USGS QUAD   -  MIESVILLE (1974)
 PP3401
 PP3401                         *CURRENT SURVEY CONTROL
 PP3401  ______________________________________________________________________
 PP3401* NAD 83(1986) POSITION- 44 36 06.     (N) 092 51 18.     (W)   SCALED    
 PP3401* NAVD 88 ORTHO HEIGHT -   291.831  (meters)     957.45  (feet) ADJUSTED  
 PP3401  ______________________________________________________________________
 PP3401  GEOID HEIGHT    -        -29.42  (meters)                     GEOID09
 PP3401  DYNAMIC HEIGHT  -        291.790 (meters)      957.31  (feet) COMP
 PP3401  MODELED GRAVITY -    980,470.0   (mgal)                       NAVD 88
 PP3401
 PP3401  VERT ORDER      -  SECOND    CLASS I
 PP3401
 PP3401.The horizontal coordinates were scaled from a topographic map and have
 PP3401.an estimated accuracy of +/- 6 seconds.
 PP3401.
 PP3401.The orthometric height was determined by differential leveling and
 PP3401.adjusted in June 1995.
 PP3401
 PP3401.Photographs are available for this station.
 PP3401
 PP3401.The dynamic height is computed by dividing the NAVD 88
 PP3401.geopotential number by the normal gravity value computed on the
 PP3401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3401.degrees latitude (g = 980.6199 gals.).
 PP3401
 PP3401.The modeled gravity was interpolated from observed gravity values.
 PP3401
 PP3401;                    North         East    Units  Estimated Accuracy
 PP3401;SPC MN S     -   278,600.      890,890.      MT  (+/- 180 meters Scaled)
 PP3401
 PP3401                          SUPERSEDED SURVEY CONTROL
 PP3401
 PP3401.No superseded survey control is available for this station.
 PP3401
 PP3401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK115387(NAD 83)
 PP3401
 PP3401_MARKER: DV = VERTICAL CONTROL DISK
 PP3401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3401_SP_SET: ALUMINUM ALLOY ROD
 PP3401_STAMPING: 1913 G 1988
 PP3401_MARK LOGO: MNDT  
 PP3401_PROJECTION: PROJECTING 8 CENTIMETERS
 PP3401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3401+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3401_ROD/PIPE-DEPTH:  4.6 meters
 PP3401
 PP3401  HISTORY     - Date     Condition        Report By
 PP3401  HISTORY     - 1988     MONUMENTED       MNDT
 PP3401  HISTORY     - 20040727 GOOD             USPSQD
 PP3401  HISTORY     - 20050917 GOOD             USPSQD
 PP3401  HISTORY     - 20070710 POOR             MNDT
 PP3401
 PP3401                          STATION DESCRIPTION
 PP3401
 PP3401'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3401'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) WEST OF THE CITY OF
 PP3401'MIESVILLE NEAR THE JUNCTION OF TRUNK HIGHWAYS 50 (WEST) AND 61 (EAST
 PP3401'AND NORTH), 0.1 MI (0.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAYS 20
 PP3401'AND 50 AND IN THE SW 1/4 OF SECTION 10, T113N, R17W.  THE MARK IS
 PP3401'225.8 FT (68.8 M) NORTH OF 157.5 FT (48.0 M) EAST OF AND ABOUT 1 FT
 PP3401'(0.3 M) HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 61 AT MILEPOINT
 PP3401'107.6, 15.0 FT (4.6 M) SOUTHEAST OF A 16 INCH OAK TREE, 12.9 FT
 PP3401'(3.9 M) WEST-NORTHWEST OF A 20 INCH OAK TREE AND SOUTH OF A STEEL
 PP3401'WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL
 PP3401'CONTROL MONUMENT DISK STAMPED---1913 G 1988---, IS FASTENED TO THE
 PP3401'TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD DRIVEN
 PP3401'TO REFUSAL AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3401
 PP3401                          STATION RECOVERY (2004)
 PP3401
 PP3401'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3401'RECOVERED IN GOOD CONDITION AS DESCRIBED SPSPS ATD
 PP3401
 PP3401                          STATION RECOVERY (2005)
 PP3401
 PP3401'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3401'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. SJT
 PP3401
 PP3401                          STATION RECOVERY (2007)
 PP3401
 PP3401'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3401'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF CANNON
 PP3401'FALLS, 6.2 MI (10.0 KM) WEST-NORTHWEST OF WELCH AND 2.1 MI (3.4 KM)
 PP3401'WEST OF MIESVILLE.
 PP3401' 
 PP3401'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) WEST OF MIESVILLE, AT TRUNK
 PP3401'HIGHWAY 61 MILE POINT 107.6, NEAR JUNCTION OF TRUNK HIGHWAY 61 AND
 PP3401'TRUNK HIGHWAY 50, 225.8 FT (68.8 M) NORTH AND 157.5 FT (48.0 M) EAST
 PP3401'OF TRUNK HIGHWAY 61, 15.0 FT (4.6 M) SOUTHEAST OF 16 INCH (41 CM) OAK
 PP3401'TREE, 12.9 FT (3.9 M) WEST-NORTHWEST OF 20 INCH (51 CM) OAK TREE,
 PP3401'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3416 ***********************************************************************
 PP3416  DESIGNATION -  1913 H
 PP3416  PID         -  PP3416
 PP3416  STATE/COUNTY-  MN/DAKOTA
 PP3416  COUNTRY     -  US
 PP3416  USGS QUAD   -  MIESVILLE (1974)
 PP3416
 PP3416                         *CURRENT SURVEY CONTROL
 PP3416  ______________________________________________________________________
 PP3416* NAD 83(1986) POSITION- 44 36 47.06   (N) 092 51 16.14   (W)   HD_HELD1  
 PP3416* NAVD 88 ORTHO HEIGHT -   277.777  (meters)     911.34  (feet) ADJUSTED  
 PP3416  ______________________________________________________________________
 PP3416  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 PP3416  DYNAMIC HEIGHT  -        277.739 (meters)      911.22  (feet) COMP
 PP3416  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 PP3416
 PP3416  VERT ORDER      -  SECOND    CLASS I
 PP3416
 PP3416.The horizontal coordinates were established by differentially corrected
 PP3416.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3416.
 PP3416.The orthometric height was determined by differential leveling and
 PP3416.adjusted in June 1995.
 PP3416
 PP3416.Photographs are available for this station.
 PP3416
 PP3416.The dynamic height is computed by dividing the NAVD 88
 PP3416.geopotential number by the normal gravity value computed on the
 PP3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3416.degrees latitude (g = 980.6199 gals.).
 PP3416
 PP3416.The modeled gravity was interpolated from observed gravity values.
 PP3416
 PP3416;                    North         East    Units  Estimated Accuracy
 PP3416;SPC MN S     -   279,868.0     890,916.3     MT  (+/- 3 meters HH1 GPS) 
 PP3416
 PP3416                          SUPERSEDED SURVEY CONTROL
 PP3416
 PP3416.No superseded survey control is available for this station.
 PP3416
 PP3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1154539979(NAD 83)
 PP3416
 PP3416_MARKER: DV = VERTICAL CONTROL DISK
 PP3416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3416_SP_SET: ALUMINUM ALLOY ROD
 PP3416_STAMPING: 1913 H 1988
 PP3416_MARK LOGO: MNDT  
 PP3416_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3416+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3416_ROD/PIPE-DEPTH:  3.4 meters
 PP3416
 PP3416  HISTORY     - Date     Condition        Report By
 PP3416  HISTORY     - 1988     MONUMENTED       MNDT
 PP3416  HISTORY     - 20021207 GOOD             USPSQD
 PP3416  HISTORY     - 20050917 GOOD             USPSQD
 PP3416  HISTORY     - 20070710 GOOD             MNDT
 PP3416
 PP3416                          STATION DESCRIPTION
 PP3416
 PP3416'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3416'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF MIESVILLE,
 PP3416'1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST BOUNDARY OF
 PP3416'MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50 (WEST) AND HIGHWAY 61
 PP3416'(NORTH AND EAST), THENCE NORTH ALONG HIGHWAY 61 FOR 0.8 MI (1.3 KM)
 PP3416'AND IN THE NE 1/4 OF SECTION 9, T113N, R17W.  THE MARK IS 52.8 FT
 PP3416'(16.1 M) WEST OF AND 6.5 FT (2.0 M) BELOW THE CENTERLINE OF HIGHWAY
 PP3416'61 AT MILEPOINT 108.4, 7.7 FT (2.3 M) WEST-NORTHWEST OF A POWER POLE,
 PP3416'5.5 FT (1.7 M) EAST-SOUTHEAST OF THE EAST SIGN POST OF A LARGE SIGN
 PP3416'AND 0.9 FT (0.3 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK,
 PP3416'A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3416'STAMPED---1913 H 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3416'DIAMETER BY 11 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3416'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3416
 PP3416                          STATION RECOVERY (2002)
 PP3416
 PP3416'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3416'RECOVERED IN GOOD CONDITION.
 PP3416
 PP3416                          STATION RECOVERY (2005)
 PP3416
 PP3416'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3416'RECOVERED IN GOOD CONDITION AS DESCRIBER. SPSPS. SJT
 PP3416
 PP3416                          STATION RECOVERY (2007)
 PP3416
 PP3416'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3416'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF VERMILLION,
 PP3416'6.5 MI (10.5 KM) WEST-NORTHWEST OF WELCH AND 2.2 MI (3.5 KM)
 PP3416'WEST-NORTHWEST OF MIESVILLE.
 PP3416' 
 PP3416'TO REACH TO THE MARK GO 0.8 MI (1.3 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3416'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 108.4,
 PP3416'52.8 FT (16.1 M) WEST OF TRUNK HIGHWAY 61, 7.7 FT (2.3 M)
 PP3416'WEST-NORTHWEST OF POWER POLE, 5.5 FT (1.7 M) EAST-SOUTHEAST OF EAST
 PP3416'SIGN POST FOR LARGE SIGN, 0.9 FT (0.3 M) EAST-SOUTHEAST OF A WITNESS
 PP3416'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3417 ***********************************************************************
 PP3417  DESIGNATION -  1913 J
 PP3417  PID         -  PP3417
 PP3417  STATE/COUNTY-  MN/DAKOTA
 PP3417  COUNTRY     -  US
 PP3417  USGS QUAD   -  MIESVILLE (1974)
 PP3417
 PP3417                         *CURRENT SURVEY CONTROL
 PP3417  ______________________________________________________________________
 PP3417* NAD 83(1986) POSITION- 44 37 21.65   (N) 092 51 11.91   (W)   HD_HELD1  
 PP3417* NAVD 88 ORTHO HEIGHT -   272.755  (meters)     894.86  (feet) ADJUSTED  
 PP3417  ______________________________________________________________________
 PP3417  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 PP3417  DYNAMIC HEIGHT  -        272.717 (meters)      894.74  (feet) COMP
 PP3417  MODELED GRAVITY -    980,473.8   (mgal)                       NAVD 88
 PP3417
 PP3417  VERT ORDER      -  SECOND    CLASS I
 PP3417
 PP3417.The horizontal coordinates were established by differentially corrected
 PP3417.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3417.
 PP3417.The orthometric height was determined by differential leveling and
 PP3417.adjusted in June 1995.
 PP3417
 PP3417.Photographs are available for this station.
 PP3417
 PP3417.The dynamic height is computed by dividing the NAVD 88
 PP3417.geopotential number by the normal gravity value computed on the
 PP3417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3417.degrees latitude (g = 980.6199 gals.).
 PP3417
 PP3417.The modeled gravity was interpolated from observed gravity values.
 PP3417
 PP3417;                    North         East    Units  Estimated Accuracy
 PP3417;SPC MN S     -   280,936.8     890,994.6     MT  (+/- 3 meters HH1 GPS) 
 PP3417
 PP3417                          SUPERSEDED SURVEY CONTROL
 PP3417
 PP3417.No superseded survey control is available for this station.
 PP3417
 PP3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1163741046(NAD 83)
 PP3417
 PP3417_MARKER: DV = VERTICAL CONTROL DISK
 PP3417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3417_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3417_STAMPING: 1913 J 1988
 PP3417_MARK LOGO: MNDT  
 PP3417_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3417+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3417
 PP3417  HISTORY     - Date     Condition        Report By
 PP3417  HISTORY     - 1988     MONUMENTED       MNDT
 PP3417  HISTORY     - 20021207 GOOD             USPSQD
 PP3417  HISTORY     - 20050917 GOOD             USPSQD
 PP3417  HISTORY     - 20070710 GOOD             MNDT
 PP3417
 PP3417                          STATION DESCRIPTION
 PP3417
 PP3417'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3417'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF THE CITY OF
 PP3417'MIESVILLE, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3417'BOUNDARY OF MIESVILLE TO ITS JUNCTION WITH TRUNK HIGHWAY 50 (WEST),
 PP3417'THENCE NORTH ALONG HIGHWAY 61 FOR 1.5 MI (2.4 KM) AND IN THE NE 1/4
 PP3417'OF SECTION 4, T113N, R17W.  THE MARK IS 87.0 FT (26.5 M) WEST OF AND
 PP3417'ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3417'MILEPOINT 109.0, 37.1 FT (11.3 M) WEST OF A DAKOTA COUNTY SURVEY
 PP3417'MARKER STEEL POST, 69.5 FT (21.2 M) NORTHWEST OF A POWER POLE, 0.5 FT
 PP3417'(0.2 M) NORTH OF AN EAST-WEST FENCE LINE AND 0.9 FT (0.3 M) EAST OF A
 PP3417'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3417'VERTICAL CONTROL MONUMENT DISK STAMPED---1913 J 1988---, IS FASTENED
 PP3417'TO THE TOP OF A 3/4 INCH DIAMETER BY 7 FOOT LONG ALUMINUM ALLOY ROD
 PP3417'DRIVEN TO REFUSAL AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 PP3417'GROUND.
 PP3417
 PP3417                          STATION RECOVERY (2002)
 PP3417
 PP3417'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3417'RECOVERED IN GOOD CONDITION.
 PP3417
 PP3417                          STATION RECOVERY (2005)
 PP3417
 PP3417'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3417'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. SJT
 PP3417
 PP3417                          STATION RECOVERY (2007)
 PP3417
 PP3417'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3417'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF WELCH,
 PP3417'6.6 MI (10.6 KM) EAST-SOUTHEAST OF VERMILLION AND 2.5 MI (4.0 KM)
 PP3417'NORTHWEST OF MIESVILLE.
 PP3417' 
 PP3417'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3417'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 109.0,
 PP3417'87.0 FT (26.5 M) WEST OF TRUNK HIGHWAY 61, 37.1 FT (11.3 M) WEST OF
 PP3417'DAKOTA COUNTY SURVEY MARKER POST, 69.5 FT (21.2 M) NORTHWEST OF POWER
 PP3417'POLE, 0.5 FT (0.2 M) NORTH OF AN EAST-WEST FENCE LINE, 0.9 FT (0.3 M)
 PP3417'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3418 ***********************************************************************
 PP3418  DESIGNATION -  1913 K
 PP3418  PID         -  PP3418
 PP3418  STATE/COUNTY-  MN/DAKOTA
 PP3418  COUNTRY     -  US
 PP3418  USGS QUAD   -  HASTINGS (1993)
 PP3418
 PP3418                         *CURRENT SURVEY CONTROL
 PP3418  ______________________________________________________________________
 PP3418* NAD 83(1986) POSITION- 44 37 53.88   (N) 092 51 10.31   (W)   HD_HELD1  
 PP3418* NAVD 88 ORTHO HEIGHT -   272.050  (meters)     892.55  (feet) ADJUSTED  
 PP3418  ______________________________________________________________________
 PP3418  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 PP3418  DYNAMIC HEIGHT  -        272.013 (meters)      892.43  (feet) COMP
 PP3418  MODELED GRAVITY -    980,475.5   (mgal)                       NAVD 88
 PP3418
 PP3418  VERT ORDER      -  SECOND    CLASS I
 PP3418
 PP3418.The horizontal coordinates were established by differentially corrected
 PP3418.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3418.
 PP3418.The orthometric height was determined by differential leveling and
 PP3418.adjusted in June 1995.
 PP3418
 PP3418.Photographs are available for this station.
 PP3418
 PP3418.The dynamic height is computed by dividing the NAVD 88
 PP3418.geopotential number by the normal gravity value computed on the
 PP3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3418.degrees latitude (g = 980.6199 gals.).
 PP3418
 PP3418.The modeled gravity was interpolated from observed gravity values.
 PP3418
 PP3418;                    North         East    Units  Estimated Accuracy
 PP3418;SPC MN S     -   281,932.0     891,015.9     MT  (+/- 3 meters HH1 GPS) 
 PP3418
 PP3418                          SUPERSEDED SURVEY CONTROL
 PP3418
 PP3418.No superseded survey control is available for this station.
 PP3418
 PP3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1167042041(NAD 83)
 PP3418
 PP3418_MARKER: DV = VERTICAL CONTROL DISK
 PP3418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3418_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3418_STAMPING: 1913 K 1988
 PP3418_MARK LOGO: MNDT  
 PP3418_PROJECTION: RECESSED 5 CENTIMETERS
 PP3418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3418+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3418
 PP3418  HISTORY     - Date     Condition        Report By
 PP3418  HISTORY     - 1988     MONUMENTED       MNDT
 PP3418  HISTORY     - 20021207 GOOD             USPSQD
 PP3418  HISTORY     - 20050917 GOOD             USPSQD
 PP3418  HISTORY     - 20070710 GOOD             MNDT
 PP3418
 PP3418                          STATION DESCRIPTION
 PP3418
 PP3418'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3418'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHWEST OF THE CITY OF
 PP3418'MIESVILLE, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3418'BOUNDARY OF MIESVILLE TO ITS JUNCTION WITH TRUNK HIGHWAY 50 (WEST),
 PP3418'THEN NORTH ALONG HIGHWAY 61 FOR 2.0 MI (3.2 KM) AND IN THE SW 1/4 OF
 PP3418'SECTION 34, T114N, R17W.  THE MARK IS 56.7 FT (17.3 M) EAST OF AND
 PP3418'ABOUT 1.5 FT (0.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3418'MILEPOINT 109.6, 21.2 FT (6.5 M) SOUTH-SOUTHEAST OF A TELEPHONE CABLE
 PP3418'POLE AND 2.1 FT (0.6 M) WEST OF A STEEL CORNER FENCE POST (WITNESS
 PP3418'POST).  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3418'MONUMENT DISK STAMPED---1913 K 1988---, IS FASTENED TO THE TOP OF A
 PP3418'3/4 INCH DIAMETER BY 3.5 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3418'REFUSAL AND IS RECESSED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 PP3418
 PP3418                          STATION RECOVERY (2002)
 PP3418
 PP3418'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3418'MARK RECOVERED AS DESCRIBED WITH THIS ADDITION. WITNESS POST IS THE
 PP3418'SOUTH WEST CORNER OF THE FERRELLGAS PROPANE DEALER, AT 21830 HIGHWAY
 PP3418'61 DSOUTH LOCATED ON THE EAST SIDE OF THE HIGHWAY.
 PP3418
 PP3418                          STATION RECOVERY (2005)
 PP3418
 PP3418'RECOVERY NOTE BY US POWER SQUADRON 2005 (SJT)
 PP3418'RECOVERED IN GOOD CONDITION.
 PP3418
 PP3418                          STATION RECOVERY (2007)
 PP3418
 PP3418'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3418'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF WELCH, 6.3 MI
 PP3418'(10.1 KM) EAST-SOUTHEAST OF VERMILLION AND 2.9 MI (4.7 KM) NORTHWEST
 PP3418'OF MIESVILLE.
 PP3418' 
 PP3418'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3418'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 109.6,
 PP3418'56.7 FT (17.3 M) EAST OF TRUNK HIGHWAY 61, 21.2 FT (6.5 M)
 PP3418'SOUTH-SOUTHEAST OF TELEPHONE CABLE POLE, 2.1 FT (0.6 M) WEST OF CORNER
 PP3418'FENCE POST AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3419 ***********************************************************************
 PP3419  DESIGNATION -  1913 L
 PP3419  PID         -  PP3419
 PP3419  STATE/COUNTY-  MN/DAKOTA
 PP3419  COUNTRY     -  US
 PP3419  USGS QUAD   -  HASTINGS (1993)
 PP3419
 PP3419                         *CURRENT SURVEY CONTROL
 PP3419  ______________________________________________________________________
 PP3419* NAD 83(1986) POSITION- 44 38 39.92   (N) 092 51 10.18   (W)   HD_HELD1  
 PP3419* NAVD 88 ORTHO HEIGHT -   259.514  (meters)     851.42  (feet) ADJUSTED  
 PP3419  ______________________________________________________________________
 PP3419  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 PP3419  DYNAMIC HEIGHT  -        259.479 (meters)      851.31  (feet) COMP
 PP3419  MODELED GRAVITY -    980,478.4   (mgal)                       NAVD 88
 PP3419
 PP3419  VERT ORDER      -  SECOND    CLASS I
 PP3419
 PP3419.The horizontal coordinates were established by differentially corrected
 PP3419.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3419.
 PP3419.The orthometric height was determined by differential leveling and
 PP3419.adjusted in June 1995.
 PP3419
 PP3419.Photographs are available for this station.
 PP3419
 PP3419.The dynamic height is computed by dividing the NAVD 88
 PP3419.geopotential number by the normal gravity value computed on the
 PP3419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3419.degrees latitude (g = 980.6199 gals.).
 PP3419
 PP3419.The modeled gravity was interpolated from observed gravity values.
 PP3419
 PP3419;                    North         East    Units  Estimated Accuracy
 PP3419;SPC MN S     -   283,353.0     890,998.8     MT  (+/- 3 meters HH1 GPS) 
 PP3419
 PP3419                          SUPERSEDED SURVEY CONTROL
 PP3419
 PP3419.No superseded survey control is available for this station.
 PP3419
 PP3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1167043461(NAD 83)
 PP3419
 PP3419_MARKER: DV = VERTICAL CONTROL DISK
 PP3419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3419_SP_SET: ALUMINUM ALLOY ROD
 PP3419_STAMPING: 1913 L 1988
 PP3419_MARK LOGO: MNDT  
 PP3419_PROJECTION: FLUSH
 PP3419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3419+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3419_ROD/PIPE-DEPTH: 10.7 meters
 PP3419
 PP3419  HISTORY     - Date     Condition        Report By
 PP3419  HISTORY     - 1988     MONUMENTED       MNDT
 PP3419  HISTORY     - 20021130 GOOD             USPSQD
 PP3419  HISTORY     - 20070710 GOOD             MNDT
 PP3419
 PP3419                          STATION DESCRIPTION
 PP3419
 PP3419'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3419'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTHWEST OF THE CITY OF
 PP3419'MIESVILLE, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3419'BOUNDARY OF MIESVILLE TO ITS JUNCTION WITH TRUNK HIGHWAY 50 (WEST),
 PP3419'THENCE 3.0 MI (4.8 KM) NORTH ALONG HIGHWAY 61, IN THE NORTHEAST
 PP3419'QUADRANT OF THE INTERSECTION OF 210TH STREET AND HIGHWAY 61 AND IN
 PP3419'THE SW 1/4 OF SECTION 27, T114N, R17W.  THE MARK IS 137.5 FT
 PP3419'(41.9 M) EAST OF THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 110.5,
 PP3419'27.4 FT (8.4 M) NORTH OF THE CENTER OF 210TH STREET, 1.7 FT (0.5 M)
 PP3419'WEST OF A POWER POLE WITH AN ANCHOR AND 1.5 FT (0.5 M) EAST OF A STEEL
 PP3419'WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL
 PP3419'CONTROL MONUMENT DISK STAMPED---1913 L 1988---, IS FASTENED TO THE
 PP3419'TOP OF A 3/4 INCH BY 35 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3419'SPECIFICATIONS AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3419
 PP3419                          STATION RECOVERY (2002)
 PP3419
 PP3419'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3419'RECOVERED IN GOOD CONDITION.
 PP3419
 PP3419                          STATION RECOVERY (2007)
 PP3419
 PP3419'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3419'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF HASTINGS, 6.0 MI
 PP3419'(9.7 KM) EAST-SOUTHEAST OF VERMILLION AND 3.6 MI (5.8 KM)
 PP3419'NORTH-NORTHWEST OF MIESVILLE.
 PP3419' 
 PP3419'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3419'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 110.5,
 PP3419'IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 61 AND 210TH
 PP3419'STREET, 137.5 FT (41.9 M) EAST OF TRUNK HIGHWAY 61, 27.4 FT (8.4 M)
 PP3419'NORTH OF 210TH STREET, 1.7 FT (0.5 M) WEST OF POWER POLE WITH GUY
 PP3419'WIRE, 1.5 FT (0.5 M) EAST OF A WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3420 ***********************************************************************
 PP3420  DESIGNATION -  1913 M
 PP3420  PID         -  PP3420
 PP3420  STATE/COUNTY-  MN/DAKOTA
 PP3420  COUNTRY     -  US
 PP3420  USGS QUAD   -  HASTINGS (1993)
 PP3420
 PP3420                         *CURRENT SURVEY CONTROL
 PP3420  ______________________________________________________________________
 PP3420* NAD 83(1986) POSITION- 44 39 12.     (N) 092 51 14.     (W)   SCALED    
 PP3420* NAVD 88 ORTHO HEIGHT -   258.720  (meters)     848.82  (feet) ADJUSTED  
 PP3420  ______________________________________________________________________
 PP3420  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 PP3420  DYNAMIC HEIGHT  -        258.686 (meters)      848.71  (feet) COMP
 PP3420  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 PP3420
 PP3420  VERT ORDER      -  SECOND    CLASS I
 PP3420
 PP3420.The horizontal coordinates were scaled from a topographic map and have
 PP3420.an estimated accuracy of +/- 6 seconds.
 PP3420.
 PP3420.The orthometric height was determined by differential leveling and
 PP3420.adjusted in June 1995.
 PP3420
 PP3420.Photographs are available for this station.
 PP3420
 PP3420.The dynamic height is computed by dividing the NAVD 88
 PP3420.geopotential number by the normal gravity value computed on the
 PP3420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3420.degrees latitude (g = 980.6199 gals.).
 PP3420
 PP3420.The modeled gravity was interpolated from observed gravity values.
 PP3420
 PP3420;                    North         East    Units  Estimated Accuracy
 PP3420;SPC MN S     -   284,340.      890,900.      MT  (+/- 180 meters Scaled)
 PP3420
 PP3420                          SUPERSEDED SURVEY CONTROL
 PP3420
 PP3420.No superseded survey control is available for this station.
 PP3420
 PP3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK115444(NAD 83)
 PP3420
 PP3420_MARKER: DV = VERTICAL CONTROL DISK
 PP3420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3420_SP_SET: ALUMINUM ALLOY ROD
 PP3420_STAMPING: 1913 M 1988
 PP3420_MARK LOGO: MNDT  
 PP3420_PROJECTION: FLUSH
 PP3420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3420_ROD/PIPE-DEPTH: 10.7 meters
 PP3420
 PP3420  HISTORY     - Date     Condition        Report By
 PP3420  HISTORY     - 1988     MONUMENTED       MNDT
 PP3420  HISTORY     - 20021228 POOR             USPSQD
 PP3420  HISTORY     - 20070710 POOR             MNDT
 PP3420
 PP3420                          STATION DESCRIPTION
 PP3420
 PP3420'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3420'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTHWEST OF THE CITY OF
 PP3420'MIESVILLE, 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3420'BOUNDARY OF MIESVILLE TO ITS JUNCTION WITH TRUNK HIGHWAY 50 (WEST),
 PP3420'THENCE 3.6 MI (5.8 KM) NORTH ALONG HIGHWAY 61, IN THE NORTHEAST
 PP3420'QUADRANT OF THE INTERSECTION OF 205TH STREET AND HIGHWAY 61, AT THE
 PP3420'MARSHAN TOWN HALL AND IN THE NE 1/4 OF SECTION 28, T114N R17W.  THE
 PP3420'MARK IS 144.5 FT (44.0 M) WEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP3420'OF HIGHWAY 61 AT MILEPOINT 111.1, 66.0 FT (20.1 M) NORTH OF THE
 PP3420'CENTER OF A GRAVEL ROAD (205TH STREET), 12.7 FT (3.9 M)
 PP3420'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE MARSHAN TOWN HALL, 22.7
 PP3420'FT (6.9 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A LIGHT, 90.7 FT
 PP3420'(27.6 M) NORTH OF A POWER POLE WITH A TRANSFORMER AND A LIGHT AND 0.5
 PP3420'FT (0.2 M) NORTH OF THE NORTH EDGE OF A SIDEWALK.  THE MARK, A
 PP3420'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3420'STAMPED---1913 M 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3420'DIAMETER BY 35 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3420'AND IS RECESSED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 PP3420
 PP3420                          STATION RECOVERY (2002)
 PP3420
 PP3420'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3420'N44 39 11.8/W092 51 14.5 LOCATED 5 IN N OF SIDEWALK EMBEDED IN
 PP3420'BLACKTOP, 48 IN E FROM E SIDE OF BLDG. POOR CONDITION, TOP BENT AND
 PP3420'MOVED N ALSO DISK SPLIT IN HALF, LOOKS LIKE HIT BY A SNOW PLOW.
 PP3420
 PP3420                          STATION RECOVERY (2007)
 PP3420
 PP3420'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3420'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH OF HASTINGS, 5.7 MI
 PP3420'(9.2 KM) EAST-SOUTHEAST OF VERMILLION AND 4.2 MI (6.8 KM)
 PP3420'NORTH-NORTHWEST OF MIESVILLE.
 PP3420' 
 PP3420'TO REACH TO THE MARK GO 3.6 MI (5.8 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3420'HIGHWAY 61 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 61 MILE POINT 111.1,
 PP3420'IN NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 61 AND 205TH
 PP3420'STREET, 144.5 FT (44.0 M) WEST OF TRUNK HIGHWAY 61, 66.0 FT (20.1 M)
 PP3420'NORTH OF 205TH STREET, 12.7 FT (3.9 M) SOUTH-SOUTHEAST OF THE
 PP3420'NORTHEAST CORNER OF MARSHAN TOWN HALL, 22.7 FT (6.9 M) SOUTH-SOUTHWEST
 PP3420'OF POWER POLE WITH LIGHT, 90.7 FT (27.6 M) NORTH OF POWER POLE WITH
 PP3420'TRANSFORMER AND LIGHT, 0.5 FT (0.2 M) NORTH OF NORTH EDGE OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3421 ***********************************************************************
 PP3421  DESIGNATION -  1913 N
 PP3421  PID         -  PP3421
 PP3421  STATE/COUNTY-  MN/DAKOTA
 PP3421  COUNTRY     -  US
 PP3421  USGS QUAD   -  HASTINGS (1993)
 PP3421
 PP3421                         *CURRENT SURVEY CONTROL
 PP3421  ______________________________________________________________________
 PP3421* NAD 83(1986) POSITION- 44 39 41.73   (N) 092 51 12.66   (W)   HD_HELD1  
 PP3421* NAVD 88 ORTHO HEIGHT -   268.134  (meters)     879.70  (feet) ADJUSTED  
 PP3421  ______________________________________________________________________
 PP3421  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 PP3421  DYNAMIC HEIGHT  -        268.100 (meters)      879.59  (feet) COMP
 PP3421  MODELED GRAVITY -    980,483.1   (mgal)                       NAVD 88
 PP3421
 PP3421  VERT ORDER      -  SECOND    CLASS I
 PP3421
 PP3421.The horizontal coordinates were established by differentially corrected
 PP3421.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3421.
 PP3421.The orthometric height was determined by differential leveling and
 PP3421.adjusted in June 1995.
 PP3421
 PP3421.Photographs are available for this station.
 PP3421
 PP3421.The dynamic height is computed by dividing the NAVD 88
 PP3421.geopotential number by the normal gravity value computed on the
 PP3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3421.degrees latitude (g = 980.6199 gals.).
 PP3421
 PP3421.The modeled gravity was interpolated from observed gravity values.
 PP3421
 PP3421;                    North         East    Units  Estimated Accuracy
 PP3421;SPC MN S     -   285,259.8     890,917.4     MT  (+/- 3 meters HH1 GPS) 
 PP3421
 PP3421                          SUPERSEDED SURVEY CONTROL
 PP3421
 PP3421.No superseded survey control is available for this station.
 PP3421
 PP3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1161245369(NAD 83)
 PP3421
 PP3421_MARKER: DV = VERTICAL CONTROL DISK
 PP3421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3421_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3421_STAMPING: 1913 N 1988
 PP3421_MARK LOGO: MNDT  
 PP3421_PROJECTION: FLUSH
 PP3421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3421+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3421
 PP3421  HISTORY     - Date     Condition        Report By
 PP3421  HISTORY     - 1988     MONUMENTED       MNDT
 PP3421  HISTORY     - 20021130 GOOD             USPSQD
 PP3421  HISTORY     - 20021228 GOOD             USPSQD
 PP3421  HISTORY     - 20070710 GOOD             MNDT
 PP3421
 PP3421                          STATION DESCRIPTION
 PP3421
 PP3421'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3421'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) SOUTH OF THE CITY OF
 PP3421'HASTINGS, 4.15 MI (6.68 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3421'JUNCTION WITH TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, AT THE
 PP3421'JUNCTION OF 198TH STREET AND IN THE SE 1/4 OF SECTION 21, T114N,
 PP3421'R17W.  THE MARK IS 45.5 FT (13.9 M) WEST OF AND ABOUT 3 FT (0.9 M)
 PP3421'LOWER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 111.8, 31.0 FT
 PP3421'(9.4 M) NORTH OF THE CENTER OF 198TH STREET, 1.7 FT (0.5 M) WEST OF A
 PP3421'TELEPHONE CABLE POLE AND POWER POLE WITH A TRANSFORMER AND 71.9 FT
 PP3421'(21.9 M) NORTH OF A TELEPHONE CABLE POLE.  THE MARK, A STANDARD MNDT
 PP3421'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1913 N
 PP3421'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 9 FOOT LONG
 PP3421'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS FLUSH WITH THE SURFACE OF
 PP3421'THE GROUND.
 PP3421
 PP3421                          STATION RECOVERY (2002)
 PP3421
 PP3421'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3421'RECOVERED IN GOOD CONDITION.
 PP3421
 PP3421                          STATION RECOVERY (2002)
 PP3421
 PP3421'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3421'N44 39 41.8/W092 51 12.6
 PP3421
 PP3421                          STATION RECOVERY (2007)
 PP3421
 PP3421'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3421'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST OF VERMILLION, 5.7 MI
 PP3421'(9.2 KM) SOUTH OF HASTINGS AND 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 PP3421'MIESVILLE.
 PP3421' 
 PP3421'TO REACH TO THE MARK GO 4.15 MI (6.7 KM) SOUTH OF THE JUNCTION OF
 PP3421'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3421'61 MILE POINT 111.8, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND 198TH
 PP3421'STREET, 45.5 FT (13.9 M) WEST OF TRUNK HIGHWAY 61, 31.0 FT (9.4 M)
 PP3421'NORTH OF 198TH STREET, 1.7 FT (0.5 M) WEST OF AND POWER POLE WITH
 PP3421'TRANSFORMER, 71.9 FT (21.9 M) NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3422 ***********************************************************************
 PP3422  DESIGNATION -  1913 P
 PP3422  PID         -  PP3422
 PP3422  STATE/COUNTY-  MN/DAKOTA
 PP3422  COUNTRY     -  US
 PP3422  USGS QUAD   -  HASTINGS (1993)
 PP3422
 PP3422                         *CURRENT SURVEY CONTROL
 PP3422  ______________________________________________________________________
 PP3422* NAD 83(1986) POSITION- 44 40 24.39   (N) 092 51 09.28   (W)   HD_HELD1  
 PP3422* NAVD 88 ORTHO HEIGHT -   250.185  (meters)     820.82  (feet) ADJUSTED  
 PP3422  ______________________________________________________________________
 PP3422  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 PP3422  DYNAMIC HEIGHT  -        250.154 (meters)      820.71  (feet) COMP
 PP3422  MODELED GRAVITY -    980,486.1   (mgal)                       NAVD 88
 PP3422
 PP3422  VERT ORDER      -  SECOND    CLASS I
 PP3422
 PP3422.The horizontal coordinates were established by differentially corrected
 PP3422.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3422.
 PP3422.The orthometric height was determined by differential leveling and
 PP3422.adjusted in June 1995.
 PP3422
 PP3422.Photographs are available for this station.
 PP3422
 PP3422.The dynamic height is computed by dividing the NAVD 88
 PP3422.geopotential number by the normal gravity value computed on the
 PP3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3422.degrees latitude (g = 980.6199 gals.).
 PP3422
 PP3422.The modeled gravity was interpolated from observed gravity values.
 PP3422
 PP3422;                    North         East    Units  Estimated Accuracy
 PP3422;SPC MN S     -   286,577.5     890,973.4     MT  (+/- 3 meters HH1 GPS) 
 PP3422
 PP3422                          SUPERSEDED SURVEY CONTROL
 PP3422
 PP3422.No superseded survey control is available for this station.
 PP3422
 PP3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1168446685(NAD 83)
 PP3422
 PP3422_MARKER: DV = VERTICAL CONTROL DISK
 PP3422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3422_SP_SET: ALUMINUM ALLOY ROD
 PP3422_STAMPING: 1913 P 1988
 PP3422_MARK LOGO: MNDT  
 PP3422_PROJECTION: RECESSED 8 CENTIMETERS
 PP3422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3422+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3422_ROD/PIPE-DEPTH: 16.8 meters
 PP3422
 PP3422  HISTORY     - Date     Condition        Report By
 PP3422  HISTORY     - 1988     MONUMENTED       MNDT
 PP3422  HISTORY     - 20021130 GOOD             USPSQD
 PP3422  HISTORY     - 20021228 GOOD             USPSQD
 PP3422  HISTORY     - 20070710 GOOD             MNDT
 PP3422
 PP3422                          STATION DESCRIPTION
 PP3422
 PP3422'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3422'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF THE CITY OF HASTINGS,
 PP3422'3.35 MI (5.39 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3422'TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, AT THE JUNCTION OF
 PP3422'190TH STREET AND IN THE SW 1/4 OF SECTION 15, T114N, R17W.  THE MARK
 PP3422'IS 225 FT (68.6 M) EAST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 PP3422'CENTERLINE OF HIGHWAY 61 AT MILEPOINT 112.5, 27.5 FT (8.4 M) NORTH OF
 PP3422'THE CENTERLINE OF 190TH STREET (COUNTY ROAD 62), 2.3 FT (0.7 M) WEST
 PP3422'OF A POWER POLE AND 0.8 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP3422'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3422'DISK STAMPED---1913 P 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3422'DIAMETER BY 55 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3422'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3422
 PP3422                          STATION RECOVERY (2002)
 PP3422
 PP3422'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3422'IN MARK LOCATION, CHANGE 2.3 FT (O.7M ) WEST, TO ABOUT 100 FEET(30.7 M
 PP3422') WEST OF A POWER POLE .....
 PP3422
 PP3422                          STATION RECOVERY (2002)
 PP3422
 PP3422'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3422'N44 40 24.4/W092 51 09.2 WITNESS POST BUT NO LONGER A POWER POLE.
 PP3422
 PP3422                          STATION RECOVERY (2007)
 PP3422
 PP3422'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3422'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST OF VERMILLION, 5.4 MI
 PP3422'(8.7 KM) NORTH-NORTHWEST OF MIESVILLE AND 4.8 MI (7.7 KM) SOUTH OF
 PP3422'HASTINGS.
 PP3422' 
 PP3422'TO REACH TO THE MARK GO 3.35 MI (5.4 KM) SOUTH OF THE JUNCTION OF
 PP3422'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3422'61 MILE POINT 112.5, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND 190TH
 PP3422'STREET, 225 FT (68.6 M) EAST OF TRUNK HIGHWAY 61, 27.5 FT (8.4 M)
 PP3422'NORTH OF 190TH STREET (COUNTY ROAD 62), 0.8 FT (0.2 M) EAST OF A
 PP3422'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3423 ***********************************************************************
 PP3423  DESIGNATION -  1913 Q
 PP3423  PID         -  PP3423
 PP3423  STATE/COUNTY-  MN/DAKOTA
 PP3423  COUNTRY     -  US
 PP3423  USGS QUAD   -  HASTINGS (1993)
 PP3423
 PP3423                         *CURRENT SURVEY CONTROL
 PP3423  ______________________________________________________________________
 PP3423* NAD 83(1986) POSITION- 44 40 54.49   (N) 092 51 16.61   (W)   HD_HELD1  
 PP3423* NAVD 88 ORTHO HEIGHT -   250.212  (meters)     820.90  (feet) ADJUSTED  
 PP3423  ______________________________________________________________________
 PP3423  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 PP3423  DYNAMIC HEIGHT  -        250.181 (meters)      820.80  (feet) COMP
 PP3423  MODELED GRAVITY -    980,488.9   (mgal)                       NAVD 88
 PP3423
 PP3423  VERT ORDER      -  SECOND    CLASS I
 PP3423
 PP3423.The horizontal coordinates were established by differentially corrected
 PP3423.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3423.
 PP3423.The orthometric height was determined by differential leveling and
 PP3423.adjusted in June 1995.
 PP3423
 PP3423.Photographs are available for this station.
 PP3423
 PP3423.The dynamic height is computed by dividing the NAVD 88
 PP3423.geopotential number by the normal gravity value computed on the
 PP3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3423.degrees latitude (g = 980.6199 gals.).
 PP3423
 PP3423.The modeled gravity was interpolated from observed gravity values.
 PP3423
 PP3423;                    North         East    Units  Estimated Accuracy
 PP3423;SPC MN S     -   287,504.2     890,798.9     MT  (+/- 3 meters HH1 GPS) 
 PP3423
 PP3423                          SUPERSEDED SURVEY CONTROL
 PP3423
 PP3423.No superseded survey control is available for this station.
 PP3423
 PP3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1152147613(NAD 83)
 PP3423
 PP3423_MARKER: DV = VERTICAL CONTROL DISK
 PP3423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3423_SP_SET: ALUMINUM ALLOY ROD
 PP3423_STAMPING: 1913 Q 1988
 PP3423_MARK LOGO: MNDT  
 PP3423_PROJECTION: FLUSH
 PP3423_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3423+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3423_ROD/PIPE-DEPTH: 13.7 meters
 PP3423
 PP3423  HISTORY     - Date     Condition        Report By
 PP3423  HISTORY     - 1988     MONUMENTED       MNDT
 PP3423  HISTORY     - 20021130 GOOD             USPSQD
 PP3423  HISTORY     - 20021228 GOOD             USPSQD
 PP3423  HISTORY     - 20060116 GOOD             MN-037
 PP3423  HISTORY     - 20070710 GOOD             MNDT
 PP3423
 PP3423                          STATION DESCRIPTION
 PP3423
 PP3423'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3423'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF THE CITY OF
 PP3423'HASTINGS, 2.8 MI (4.5 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3423'JUNCTION WITH TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, ABOUT
 PP3423'300 FT (91.4 M) WEST OF HIGHWAY 61 AT A GRAVEL ENTRANCE AND IN THE SW
 PP3423'1/4 OF SECTION 15, T114N, R17W.  THE MARK IS 33.0 FT (10.1 M) NORTH
 PP3423'OF AND ABOUT LEVEL WITH THE GRAVEL ENTRANCE, 2.8 FT (0.9 M) EAST OF A
 PP3423'POWER POLE AND 1.0 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK,
 PP3423'A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3423'STAMPED---1913 Q 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3423'DIAMETER BY 45 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3423'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3423
 PP3423                          STATION RECOVERY (2002)
 PP3423
 PP3423'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3423'RECOVERED AS DESCRIBED EXCEPT THAT THE GRAVEL ENTRANCE IS THE GRAVEL
 PP3423'DRIVEWAY TO A HOUSE NUMBERED 18505 HIGHWAY 61.
 PP3423
 PP3423                          STATION RECOVERY (2002)
 PP3423
 PP3423'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3423'N44 40 54.6/W092 51 16.5 W OF HWY 61 AND N OF A DRIVE TO 18505 HWY 61
 PP3423
 PP3423                          STATION RECOVERY (2006)
 PP3423
 PP3423'RECOVERY NOTE BY DAKOTA COUNTY MINNESOTA 2006 (KNB)
 PP3423'RTK SURVEY POSITION 44 40 54.49  092 51 16.61
 PP3423
 PP3423                          STATION RECOVERY (2007)
 PP3423
 PP3423'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3423'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF
 PP3423'MIESVILLE, 5.6 MI (9.0 KM) EAST OF VERMILLION AND 4.3 MI (6.9 KM)
 PP3423'SOUTH OF HASTINGS.
 PP3423' 
 PP3423'TO REACH TO THE MARK GO 2.8 MI (4.5 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP3423'HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, ABOUT 300 FT (91.4 M)
 PP3423'WEST OF TRUNK HIGHWAY 61, 33.0 FT (10.1 M) NORTH OF GRAVEL ENTRANCE,
 PP3423'2.8 FT (0.9 M) EAST OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 PP3423'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3424 ***********************************************************************
 PP3424  DESIGNATION -  1913 R
 PP3424  PID         -  PP3424
 PP3424  STATE/COUNTY-  MN/DAKOTA
 PP3424  COUNTRY     -  US
 PP3424  USGS QUAD   -  HASTINGS (1993)
 PP3424
 PP3424                         *CURRENT SURVEY CONTROL
 PP3424  ______________________________________________________________________
 PP3424* NAD 83(1986) POSITION- 44 41 32.96   (N) 092 51 12.58   (W)   HD_HELD1  
 PP3424* NAVD 88 ORTHO HEIGHT -   251.086  (meters)     823.77  (feet) ADJUSTED  
 PP3424  ______________________________________________________________________
 PP3424  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 PP3424  DYNAMIC HEIGHT  -        251.056 (meters)      823.67  (feet) COMP
 PP3424  MODELED GRAVITY -    980,491.7   (mgal)                       NAVD 88
 PP3424
 PP3424  VERT ORDER      -  SECOND    CLASS I
 PP3424
 PP3424.The horizontal coordinates were established by differentially corrected
 PP3424.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3424.
 PP3424.The orthometric height was determined by differential leveling and
 PP3424.adjusted in June 1995.
 PP3424
 PP3424.Photographs are available for this station.
 PP3424
 PP3424.The dynamic height is computed by dividing the NAVD 88
 PP3424.geopotential number by the normal gravity value computed on the
 PP3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3424.degrees latitude (g = 980.6199 gals.).
 PP3424
 PP3424.The modeled gravity was interpolated from observed gravity values.
 PP3424
 PP3424;                    North         East    Units  Estimated Accuracy
 PP3424;SPC MN S     -   288,692.7     890,871.0     MT  (+/- 3 meters HH1 GPS) 
 PP3424
 PP3424                          SUPERSEDED SURVEY CONTROL
 PP3424
 PP3424.No superseded survey control is available for this station.
 PP3424
 PP3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1160848801(NAD 83)
 PP3424
 PP3424_MARKER: DV = VERTICAL CONTROL DISK
 PP3424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3424_SP_SET: ALUMINUM ALLOY ROD
 PP3424_STAMPING: 1913 R 1988
 PP3424_MARK LOGO: MNDT  
 PP3424_PROJECTION: FLUSH
 PP3424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3424+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3424_ROD/PIPE-DEPTH: 10.1 meters
 PP3424
 PP3424  HISTORY     - Date     Condition        Report By
 PP3424  HISTORY     - 1988     MONUMENTED       MNDT
 PP3424  HISTORY     - 20021130 GOOD             USPSQD
 PP3424  HISTORY     - 20070710 GOOD             MNDT
 PP3424
 PP3424                          STATION DESCRIPTION
 PP3424
 PP3424'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3424'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) SOUTH OF THE CITY OF
 PP3424'HASTINGS, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3424'JUNCTION WITH TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS AND IN
 PP3424'THE SE 1/4 OF SECTION 9, T114N, R17W.  THE MARK IS 45.5 FT (13.9 M)
 PP3424'WEST OF AND ABOUT 4 FT (1.2 M) LOWER THAN THE CENTERLINE OF HIGHWAY 61
 PP3424'AT MILEPOINT 113.85, 66.0 FT (20.1 M) SOUTH OF THE EXTENDED CENTER OF
 PP3424'AN ENTRANCE EAST, 96.5 FT (29.4 M) WEST-NORTHWEST OF A POWER POLE
 PP3424'WITH A TRANSFORMER, 3.1 FT (0.9 M) SOUTH OF A TELEPHONE CABLE POLE
 PP3424'AND 0.8 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3424'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3424'STAMPED---1913 R 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3424'DIAMETER BY 33 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND IS
 PP3424'FLUSH WITH THE SURFACE OF THE GROUND.
 PP3424
 PP3424                          STATION RECOVERY (2002)
 PP3424
 PP3424'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3424'MARK FOUND AS DESCRIBED EXCEPT FOR THE FOLLOWING. THE MARK IS 0.8 FT
 PP3424'(0.2M) EAST OF A STEEL WITNESS POST.
 PP3424
 PP3424                          STATION RECOVERY (2007)
 PP3424
 PP3424'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3424'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 PP3424'MIESVILLE, 5.7 MI (9.2 KM) EAST-NORTHEAST OF VERMILLION AND 3.5 MI
 PP3424'(5.6 KM) SOUTH OF HASTINGS.
 PP3424' 
 PP3424'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP3424'HIGHWAY 61 AND TRUNK HIGHWAY 316, AT TRUNK HIGHWAY 61 MILE POINT
 PP3424'113.85, 45.5 FT (13.9 M) WEST OF TRUNK HIGHWAY 61, 66.0 FT (20.1 M)
 PP3424'SOUTH OF EXTENDED ENTRANCE EAST, 96.5 FT (29.4 M) WEST-NORTHWEST OF
 PP3424'POWER POLE WITH TRANSFORMER, 3.1 FT (0.9 M) SOUTH OF TELEPHONE CABLE
 PP3424'POLE, 0.8 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3425 ***********************************************************************
 PP3425  DESIGNATION -  1913 S
 PP3425  PID         -  PP3425
 PP3425  STATE/COUNTY-  MN/DAKOTA
 PP3425  COUNTRY     -  US
 PP3425  USGS QUAD   -  HASTINGS (1993)
 PP3425
 PP3425                         *CURRENT SURVEY CONTROL
 PP3425  ______________________________________________________________________
 PP3425* NAD 83(1986) POSITION- 44 42 08.01   (N) 092 51 14.63   (W)   HD_HELD1  
 PP3425* NAVD 88 ORTHO HEIGHT -   253.410  (meters)     831.40  (feet) ADJUSTED  
 PP3425  ______________________________________________________________________
 PP3425  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 PP3425  DYNAMIC HEIGHT  -        253.381 (meters)      831.30  (feet) COMP
 PP3425  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 PP3425
 PP3425  VERT ORDER      -  SECOND    CLASS I
 PP3425
 PP3425.The horizontal coordinates were established by differentially corrected
 PP3425.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3425.
 PP3425.The orthometric height was determined by differential leveling and
 PP3425.adjusted in June 1995.
 PP3425
 PP3425.Photographs are available for this station.
 PP3425
 PP3425.The dynamic height is computed by dividing the NAVD 88
 PP3425.geopotential number by the normal gravity value computed on the
 PP3425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3425.degrees latitude (g = 980.6199 gals.).
 PP3425
 PP3425.The modeled gravity was interpolated from observed gravity values.
 PP3425
 PP3425;                    North         East    Units  Estimated Accuracy
 PP3425;SPC MN S     -   289,773.8     890,810.7     MT  (+/- 3 meters HH1 GPS) 
 PP3425
 PP3425                          SUPERSEDED SURVEY CONTROL
 PP3425
 PP3425.No superseded survey control is available for this station.
 PP3425
 PP3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1156149882(NAD 83)
 PP3425
 PP3425_MARKER: DV = VERTICAL CONTROL DISK
 PP3425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3425_SP_SET: ALUMINUM ALLOY ROD
 PP3425_STAMPING: 1913 S 1988
 PP3425_MARK LOGO: MNDT  
 PP3425_PROJECTION: RECESSED 5 CENTIMETERS
 PP3425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3425+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 PP3425_ROD/PIPE-DEPTH: 12.2 meters
 PP3425
 PP3425  HISTORY     - Date     Condition        Report By
 PP3425  HISTORY     - 1988     MONUMENTED       MNDT
 PP3425  HISTORY     - 20021116 GOOD             USPSQD
 PP3425  HISTORY     - 20061114 GOOD             MNDT
 PP3425
 PP3425                          STATION DESCRIPTION
 PP3425
 PP3425'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3425'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF HASTINGS,
 PP3425'1.3 MI (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3425'TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, IN THE SOUTHWEST
 PP3425'QUADRANT OF ITS INTERSECTION WITH 170TH STREET AND IN THE NE 1/4 OF
 PP3425'SECTION 9, T114N, R17W.  THE MARK IS 225 FT (68.6 M) WEST OF AND
 PP3425'ABOUT 1.5 FT (0.5 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3425'MILEPOINT 114.5, 30.0 FT (9.1 M) SOUTH OF THE CENTER OF 170TH STREET
 PP3425'(GRAVEL ROAD), 72.0 FT (21.9 M) SOUTHWEST OF POWER POLE NUMBER 18-1R,
 PP3425'7.2 FT (2.2 M) EAST OF TELEPHONE CABLE POLE NUMBER 5101 AND 1.4 FT
 PP3425'(0.4 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3425'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1913 S
 PP3425'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 40 FOOT
 PP3425'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS RECESSED 2
 PP3425'INCHES BELOW THE SURFACE OF THE GROUND.
 PP3425
 PP3425                          STATION RECOVERY (2002)
 PP3425
 PP3425'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3425'RECOVERED IN GOOD CONDITION.
 PP3425
 PP3425                          STATION RECOVERY (2006)
 PP3425
 PP3425'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3425'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 PP3425'MIESVILLE, 5.9 MI (9.5 KM) EAST-NORTHEAST OF VERMILLION AND 2.8 MI
 PP3425'(4.5 KM) SOUTH OF HASTINGS.
 PP3425' 
 PP3425'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) SOUTH OF THE JUNCTION OF TRUNK
 PP3425'HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY 61 MILE
 PP3425'POINT 114.5, IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 61
 PP3425'AND 170TH STREET, 225 FT (68.6 M) WEST OF TRUNK HIGHWAY 61, 30.0 FT
 PP3425'(9.1 M) SOUTH OF 170TH STREET, 72.0 FT (21.9 M) SOUTHWEST OF POWER
 PP3425'POLE 18-1R, 1.4 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3426 ***********************************************************************
 PP3426  DESIGNATION -  1913 T
 PP3426  PID         -  PP3426
 PP3426  STATE/COUNTY-  MN/DAKOTA
 PP3426  COUNTRY     -  US
 PP3426  USGS QUAD   -  HASTINGS (1993)
 PP3426
 PP3426                         *CURRENT SURVEY CONTROL
 PP3426  ______________________________________________________________________
 PP3426* NAD 83(1986) POSITION- 44 42 41.42   (N) 092 51 09.96   (W)   HD_HELD1  
 PP3426* NAVD 88 ORTHO HEIGHT -   253.212  (meters)     830.75  (feet) ADJUSTED  
 PP3426  ______________________________________________________________________
 PP3426  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 PP3426  DYNAMIC HEIGHT  -        253.183 (meters)      830.65  (feet) COMP
 PP3426  MODELED GRAVITY -    980,497.0   (mgal)                       NAVD 88
 PP3426
 PP3426  VERT ORDER      -  SECOND    CLASS I
 PP3426
 PP3426.The horizontal coordinates were established by differentially corrected
 PP3426.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3426.
 PP3426.The orthometric height was determined by differential leveling and
 PP3426.adjusted in June 1995.
 PP3426
 PP3426.Photographs are available for this station.
 PP3426
 PP3426.The dynamic height is computed by dividing the NAVD 88
 PP3426.geopotential number by the normal gravity value computed on the
 PP3426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3426.degrees latitude (g = 980.6199 gals.).
 PP3426
 PP3426.The modeled gravity was interpolated from observed gravity values.
 PP3426
 PP3426;                    North         East    Units  Estimated Accuracy
 PP3426;SPC MN S     -   290,806.4     890,899.0     MT  (+/- 3 meters HH1 GPS) 
 PP3426
 PP3426                          SUPERSEDED SURVEY CONTROL
 PP3426
 PP3426.No superseded survey control is available for this station.
 PP3426
 PP3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1166250913(NAD 83)
 PP3426
 PP3426_MARKER: DV = VERTICAL CONTROL DISK
 PP3426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP3426_SP_SET: CONCRETE FOOTING
 PP3426_STAMPING: 1913 T 1988
 PP3426_MARK LOGO: MNDT  
 PP3426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3426+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3426
 PP3426  HISTORY     - Date     Condition        Report By
 PP3426  HISTORY     - 1988     MONUMENTED       MNDT
 PP3426  HISTORY     - 20021116 GOOD             USPSQD
 PP3426  HISTORY     - 20050924 GOOD             USPSQD
 PP3426  HISTORY     - 20070710 GOOD             MNDT
 PP3426
 PP3426                          STATION DESCRIPTION
 PP3426
 PP3426'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3426'THE MARK IS ABOUT 0.5 MI (0.8 KM) SOUTH OF THE CITY OF HASTINGS, 0.7
 PP3426'MI (1.1 KM) SOUTHERLY ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3426'TRUNK HIGHWAY 316 IN THE SOUTH PART OF HASTINGS, AT THE JEEP-EAGLE
 PP3426'AUTOMOTIVE DEALERSHIP AND IN THE NW 1/4 OF SECTION 3, T114N, R17W.
 PP3426'THE MARK IS 68.5 FT (20.9 M) EAST OF AND ABOUT 0.5 FT (0.2 M) HIGHER
 PP3426'THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 115.1, 27.3 FT
 PP3426'(8.3 M) SOUTH OF A LIGHT POLE, 6.0 FT (1.8 M) NORTHWEST OF THE
 PP3426'JEEP-EAGLE SIGN AND 1.0 FT (0.3 M) NORTH OF THE SOUTH EDGE AND 1.0 FT
 PP3426'(0.3 M) EAST OF THE WEST EDGE OF A 3.5 FOOT BY 8 FOOT ABANDONED
 PP3426'CONCRETE BASE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3426'MONUMENT DISK STAMPED---1913 T 1988---, IS SET IN A DRILL HOLE IN THE
 PP3426'TOP OF THE BASE.
 PP3426
 PP3426                          STATION RECOVERY (2002)
 PP3426
 PP3426'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3426'DELETE JEEP-EAGLE FROM AUTOMOTIVE DEALERSHIP. DELETE 6.0FT (1.8M0
 PP3426'NORTHWEST OF THE JEEP-EAGLE SIGN.
 PP3426
 PP3426                          STATION RECOVERY (2005)
 PP3426
 PP3426'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3426'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 PP3426
 PP3426                          STATION RECOVERY (2007)
 PP3426
 PP3426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3426'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHWEST OF
 PP3426'MIESVILLE, 6.2 MI (10.0 KM) EAST-NORTHEAST OF VERMILLION AND 2.2 MI
 PP3426'(3.5 KM) SOUTH OF HASTINGS.
 PP3426' 
 PP3426'TO REACH TO THE MARK GO 0.7 MI (1.1 KM) SOUTH FROM THE JUNCTION OF
 PP3426'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 316 AT HASTINGS, AT TRUNK HIGHWAY
 PP3426'61 MILE POINT 115.1, 68.5 FT (20.9 M) EAST OF TRUNK HIGHWAY 61, 27.3
 PP3426'FT (8.3 M) SOUTH OF LIGHT POLE, 1.0 FT (0.3 M) NORTH OF SOUTH EDGE AND
 PP3426'1.0 FT (0.3 M) EAST OF WEST EDGE OF CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3429 ***********************************************************************
 PP3429  DESIGNATION -  1913 U
 PP3429  PID         -  PP3429
 PP3429  STATE/COUNTY-  MN/DAKOTA
 PP3429  COUNTRY     -  US
 PP3429  USGS QUAD   -  HASTINGS (1993)
 PP3429
 PP3429                         *CURRENT SURVEY CONTROL
 PP3429  ______________________________________________________________________
 PP3429* NAD 83(1986) POSITION- 44 43 27.44   (N) 092 51 07.63   (W)   HD_HELD1  
 PP3429* NAVD 88 ORTHO HEIGHT -   241.408  (meters)     792.02  (feet) ADJUSTED  
 PP3429  ______________________________________________________________________
 PP3429  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 PP3429  DYNAMIC HEIGHT  -        241.381 (meters)      791.93  (feet) COMP
 PP3429  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 PP3429
 PP3429  VERT ORDER      -  SECOND    CLASS I
 PP3429
 PP3429.The horizontal coordinates were established by differentially corrected
 PP3429.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3429.
 PP3429.The orthometric height was determined by differential leveling and
 PP3429.adjusted in June 1995.
 PP3429
 PP3429.Photographs are available for this station.
 PP3429
 PP3429.The dynamic height is computed by dividing the NAVD 88
 PP3429.geopotential number by the normal gravity value computed on the
 PP3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3429.degrees latitude (g = 980.6199 gals.).
 PP3429
 PP3429.The modeled gravity was interpolated from observed gravity values.
 PP3429
 PP3429;                    North         East    Units  Estimated Accuracy
 PP3429;SPC MN S     -   292,227.5     890,930.4     MT  (+/- 3 meters HH1 GPS) 
 PP3429
 PP3429                          SUPERSEDED SURVEY CONTROL
 PP3429
 PP3429.No superseded survey control is available for this station.
 PP3429
 PP3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1171152333(NAD 83)
 PP3429
 PP3429_MARKER: DV = VERTICAL CONTROL DISK
 PP3429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3429_SP_SET: BRIDGE RAILING
 PP3429_STAMPING: 1913 U 1988
 PP3429_MARK LOGO: MNDT  
 PP3429_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3429+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 PP3429
 PP3429  HISTORY     - Date     Condition        Report By
 PP3429  HISTORY     - 1988     MONUMENTED       MNDT
 PP3429  HISTORY     - 20021116 GOOD             USPSQD
 PP3429  HISTORY     - 20050924 GOOD             USPSQD
 PP3429  HISTORY     - 20070711 GOOD             MNDT
 PP3429
 PP3429                          STATION DESCRIPTION
 PP3429
 PP3429'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3429'THE MARK IS LOCATED IN THE CITY OF HASTINGS, 0.75 MI (1.21 KM) SOUTH
 PP3429'ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55, 0.4
 PP3429'MI (0.6 KM) NORTH ALONG HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3429'HIGHWAY 316, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 19075 (HIGHWAY
 PP3429'61 OVER THE VERMILLION RIVER) AND IN THE NW 1/4 OF SECTION 34, T115N,
 PP3429'R17W.  THE MARK IS 23.0 FT (7.0 M) EAST OF AND ABOUT 2 FT (0.6 M)
 PP3429'HIGHER THAN THE CENTERLINE OF THE NORTHBOUND LANE OF HIGHWAY 61 AT
 PP3429'MILEPOINT 116.1 AND 27.1 FT (8.3 M) SOUTH OF A LIGHT STANDARD MOUNTED
 PP3429'ON THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3429'MONUMENT DISK STAMPED---1913 U 1988---, IS SET IN A DRILL HOLE IN THE
 PP3429'SOUTHEAST CORNER OF THE BRIDGE RAIL.
 PP3429
 PP3429                          STATION RECOVERY (2002)
 PP3429
 PP3429'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3429'RECOVERED IN GOOD CONDITION.
 PP3429
 PP3429                          STATION RECOVERY (2005)
 PP3429
 PP3429'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3429'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 PP3429
 PP3429                          STATION RECOVERY (2007)
 PP3429
 PP3429'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3429'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF
 PP3429'MIESVILLE, 6.7 MI (10.8 KM) EAST-NORTHEAST OF VERMILLION AND 1.3 MI
 PP3429'(2.1 KM) SOUTH OF HASTINGS.
 PP3429' 
 PP3429'TO REACH TO THE MARK AT HASTINGS, AT TRUNK HIGHWAY 61 MILE POINT
 PP3429'116.1, GO 0.75 MI (1.2 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 61
 PP3429'AND TRUNK HIGHWAY 55, 0.4 MI (0.6 KM) NORTH OF THE JUNCTION OF TRUNK
 PP3429'HIGHWAY 61 AND TRUNK HIGHWAY 316, 23.0 FT (7.0 M) EAST OF NORTHBOUND
 PP3429'TRUNK HIGHWAY 61, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE 19075
 PP3429'OVER VERMILLION RIVER, 27.1 FT (8.3 M) SOUTH OF LIGHT STANDARD ON
 PP3429'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3430 ***********************************************************************
 PP3430  DESIGNATION -  1913 V
 PP3430  PID         -  PP3430
 PP3430  STATE/COUNTY-  MN/DAKOTA
 PP3430  COUNTRY     -  US
 PP3430  USGS QUAD   -  HASTINGS (1993)
 PP3430
 PP3430                         *CURRENT SURVEY CONTROL
 PP3430  ______________________________________________________________________
 PP3430* NAD 83(1986) POSITION- 44 44 12.     (N) 092 51 09.     (W)   SCALED    
 PP3430* NAVD 88 ORTHO HEIGHT -   236.828  (meters)     776.99  (feet) ADJUSTED  
 PP3430  ______________________________________________________________________
 PP3430  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 PP3430  DYNAMIC HEIGHT  -        236.803 (meters)      776.91  (feet) COMP
 PP3430  MODELED GRAVITY -    980,504.4   (mgal)                       NAVD 88
 PP3430
 PP3430  VERT ORDER      -  SECOND    CLASS I
 PP3430
 PP3430.The horizontal coordinates were scaled from a topographic map and have
 PP3430.an estimated accuracy of +/- 6 seconds.
 PP3430.
 PP3430.The orthometric height was determined by differential leveling and
 PP3430.adjusted in June 1995.
 PP3430
 PP3430.Photographs are available for this station.
 PP3430
 PP3430.The dynamic height is computed by dividing the NAVD 88
 PP3430.geopotential number by the normal gravity value computed on the
 PP3430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3430.degrees latitude (g = 980.6199 gals.).
 PP3430
 PP3430.The modeled gravity was interpolated from observed gravity values.
 PP3430
 PP3430;                    North         East    Units  Estimated Accuracy
 PP3430;SPC MN S     -   293,600.      890,880.      MT  (+/- 180 meters Scaled)
 PP3430
 PP3430                          SUPERSEDED SURVEY CONTROL
 PP3430
 PP3430.No superseded survey control is available for this station.
 PP3430
 PP3430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK116537(NAD 83)
 PP3430
 PP3430_MARKER: DB = BENCH MARK DISK
 PP3430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3430_SP_SET: ALUMINUM ALLOY ROD
 PP3430_STAMPING: 1913 V 1988
 PP3430_MARK LOGO: MNDT  
 PP3430_PROJECTION: FLUSH
 PP3430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3430
 PP3430  HISTORY     - Date     Condition        Report By
 PP3430  HISTORY     - 1988     MONUMENTED       MNDT
 PP3430  HISTORY     - 19980218 GOOD             MNDT
 PP3430  HISTORY     - 20021116 MARK NOT FOUND   USPSQD
 PP3430  HISTORY     - 20061114 MARK NOT FOUND   MNDT
 PP3430
 PP3430                          STATION DESCRIPTION
 PP3430
 PP3430'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3430'THE MARK IS LOCATED IN THE CITY OF HASTINGS, 1 BLOCK NORTH ALONG TRUNK
 PP3430'HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55, ABOUT 110 FT
 PP3430'(33.5 M) WEST OF THE INTERSECTION OF HIGHWAY 61 AND 10TH STREET AND
 PP3430'IN THE SW 1/4 OF SECTION 27, T115N, R17W.  THE MARK IS 108.5 FT
 PP3430'(33.1 M) WEST OF SOUTHBOUND HIGHWAY 61, 22.5 FT (6.9 M) SOUTH OF AND
 PP3430'ABOUT LEVEL WITH THE CENTERLINE OF 10TH STREET, 60.7 FT (18.5 M)
 PP3430'SOUTHEAST OF A POWER POLE, 4.6 FT (1.4 M) NORTH-NORTHWEST OF THE WEST
 PP3430'STEEL GATE POST, 3.7 FT (1.1 M) NORTH OF A ROCK WALL, AND 1.3 FT
 PP3430'(0.4 M) WEST OF THE WEST EDGE OF THE SIDEWALK LEADING TO THE
 PP3430'NORTHEAST CORNER OF THE STADIUM BOWL.  THE MARK, A STANDARD MNDT
 PP3430'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1913 V
 PP3430'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 35 FOOT
 PP3430'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS RECESSED 1
 PP3430'INCH BELOW THE SURFACE OF THE GROUND.
 PP3430
 PP3430                          STATION RECOVERY (1998)
 PP3430
 PP3430'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP3430'RECOVERED AS DESCRIBED.
 PP3430
 PP3430                          STATION RECOVERY (2002)
 PP3430
 PP3430'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3430'MARK NOT FOUND.
 PP3430
 PP3430                          STATION RECOVERY (2006)
 PP3430
 PP3430'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3430'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3364 ***********************************************************************
 PP3364  DESIGNATION -  1914 G
 PP3364  PID         -  PP3364
 PP3364  STATE/COUNTY-  MN/DAKOTA
 PP3364  COUNTRY     -  US
 PP3364  USGS QUAD   -  FARMINGTON (1993)
 PP3364
 PP3364                         *CURRENT SURVEY CONTROL
 PP3364  ______________________________________________________________________
 PP3364* NAD 83(1986) POSITION- 44 38 42.     (N) 093 13 50.     (W)   SCALED    
 PP3364* NAVD 88 ORTHO HEIGHT -   291.072  (meters)     954.96  (feet) ADJUSTED  
 PP3364  ______________________________________________________________________
 PP3364  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 PP3364  DYNAMIC HEIGHT  -        291.047 (meters)      954.88  (feet) COMP
 PP3364  MODELED GRAVITY -    980,521.2   (mgal)                       NAVD 88
 PP3364
 PP3364  VERT ORDER      -  SECOND    CLASS I
 PP3364
 PP3364.The horizontal coordinates were scaled from a topographic map and have
 PP3364.an estimated accuracy of +/- 6 seconds.
 PP3364.
 PP3364.The orthometric height was determined by differential leveling and
 PP3364.adjusted in June 1995.
 PP3364
 PP3364.Photographs are available for this station.
 PP3364
 PP3364.The dynamic height is computed by dividing the NAVD 88
 PP3364.geopotential number by the normal gravity value computed on the
 PP3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3364.degrees latitude (g = 980.6199 gals.).
 PP3364
 PP3364.The modeled gravity was interpolated from observed gravity values.
 PP3364
 PP3364;                    North         East    Units  Estimated Accuracy
 PP3364;SPC MN S     -   283,070.      861,040.      MT  (+/- 180 meters Scaled)
 PP3364
 PP3364                          SUPERSEDED SURVEY CONTROL
 PP3364
 PP3364.No superseded survey control is available for this station.
 PP3364
 PP3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK817435(NAD 83)
 PP3364
 PP3364_MARKER: DV = VERTICAL CONTROL DISK
 PP3364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3364_SP_SET: ALUMINUM ALLOY ROD
 PP3364_STAMPING: 1914 G 1985
 PP3364_MARK LOGO: MNDT  
 PP3364_PROJECTION: FLUSH
 PP3364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3364+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 PP3364_ROD/PIPE-DEPTH:  8.5 meters
 PP3364
 PP3364  HISTORY     - Date     Condition        Report By
 PP3364  HISTORY     - 1985     MONUMENTED       MNDT
 PP3364  HISTORY     - 20051025 GOOD             MNDT
 PP3364  HISTORY     - 20070621 POOR             MNDT
 PP3364
 PP3364                          STATION DESCRIPTION
 PP3364
 PP3364'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3364'IN LAKEVILLE.
 PP3364'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE SOUTHWEST 1/4 OF
 PP3364'SECTION 28, T114N, R20W, 0.65 MILE EAST ALONG TRUNK HIGHWAY50 FROM
 PP3364'ITS JUNCTION WITH 210TH STREET WEST AND COUNTY ROAD 15 (SOUTH) IN
 PP3364'LAKEVILLE, 99.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3364'TRUNK HIGHWAY 50 AT MILEPOINT 5.4, 94.8 FEET EAST OF A TELEPHONE AND
 PP3364'POWER POLE, 7.2 FEET WEST OF A TRANSMISSION LINE POWER POLE WITH
 PP3364'ANCHOR WIRES, AND 1.2 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK,
 PP3364'A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PP3364'STAMPED---1914 G 1985---, IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH
 PP3364'DIAMETER BY 28 FOOT LONG ALUMINUM ALLOY ROD WITH A STABLIZER AND IS
 PP3364'FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3364
 PP3364                          STATION RECOVERY (2005)
 PP3364
 PP3364'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3364'RECOVERED AS DESCRIBED.
 PP3364
 PP3364                          STATION RECOVERY (2007)
 PP3364
 PP3364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3364'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF CASTLE
 PP3364'ROCK, 7.9 MI (12.7 KM) NORTHEAST OF NEW MARKET AND 4.3 MI (6.9 KM)
 PP3364'WEST OF FARMINGTON.
 PP3364' 
 PP3364'TO REACH TO THE MARK AT LAKEVILLE, AT COUNTY ROAD 50, GO 0.65 MI (1.0
 PP3364'KM) EAST OF THE JUNCTION OF COUNTY ROAD 50 AND 210TH STREET WEST
 PP3364'(COUNTY ROAD 15), 99.5 FT (30.3 M) NORTH OF COUNTY ROAD 50, 54.0 FT
 PP3364'(16.5 M) NORTH-NORTHWEST OF LIGHT POLE, 24.6 FT (7.5 M) SOUTHWEST OF
 PP3364'CABLE PEDESTAL, 20.5 FT (6.2 M) NORTH OF BIKE PATH, 1.2 FT (0.4 M)
 PP3364'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3365 ***********************************************************************
 PP3365  DESIGNATION -  1914 H
 PP3365  PID         -  PP3365
 PP3365  STATE/COUNTY-  MN/DAKOTA
 PP3365  COUNTRY     -  US
 PP3365  USGS QUAD   -  FARMINGTON (1993)
 PP3365
 PP3365                         *CURRENT SURVEY CONTROL
 PP3365  ______________________________________________________________________
 PP3365* NAD 83(1986) POSITION- 44 38 35.35   (N) 093 13 07.97   (W)   HD_HELD1  
 PP3365* NAVD 88 ORTHO HEIGHT -   292.338  (meters)     959.11  (feet) ADJUSTED  
 PP3365  ______________________________________________________________________
 PP3365  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 PP3365  DYNAMIC HEIGHT  -        292.311 (meters)      959.02  (feet) COMP
 PP3365  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 PP3365
 PP3365  VERT ORDER      -  SECOND    CLASS I
 PP3365
 PP3365.The horizontal coordinates were established by differentially corrected
 PP3365.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3365.
 PP3365.The orthometric height was determined by differential leveling and
 PP3365.adjusted in June 1995.
 PP3365
 PP3365.Photographs are available for this station.
 PP3365
 PP3365.The dynamic height is computed by dividing the NAVD 88
 PP3365.geopotential number by the normal gravity value computed on the
 PP3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3365.degrees latitude (g = 980.6199 gals.).
 PP3365
 PP3365.The modeled gravity was interpolated from observed gravity values.
 PP3365
 PP3365;                    North         East    Units  Estimated Accuracy
 PP3365;SPC MN S     -   282,869.4     861,964.3     MT  (+/- 3 meters HH1 GPS) 
 PP3365
 PP3365                          SUPERSEDED SURVEY CONTROL
 PP3365
 PP3365.No superseded survey control is available for this station.
 PP3365
 PP3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8264243333(NAD 83)
 PP3365
 PP3365_MARKER: DV = VERTICAL CONTROL DISK
 PP3365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP3365_SP_SET: CONCRETE FOOTING
 PP3365_STAMPING: 1914 H 1985
 PP3365_MARK LOGO: MNDT  
 PP3365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3365+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 PP3365
 PP3365  HISTORY     - Date     Condition        Report By
 PP3365  HISTORY     - 1985     MONUMENTED       MNDT
 PP3365  HISTORY     - 20051025 GOOD             MNDT
 PP3365  HISTORY     - 20070621 GOOD             MNDT
 PP3365
 PP3365                          STATION DESCRIPTION
 PP3365
 PP3365'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3365'IN LAKEVILLE.
 PP3365'THE MARK IS LOCATED IN THE CITY OF LAKEVILLE IN THE SOUTHWEST 1/4 OF
 PP3365'SECTION 28, T114N, R20W, 1.25 MILES EAST ALONG TRUNK HIGHWAY 50 FROM
 PP3365'ITS JUNCTION WITH 210TH STREET WEST AND COUNTY ROAD 15 (SOUTH) IN
 PP3365'LAKEVILLE, 60.5 FEET SOUTH OF AND ABOUT 6 FEET LOWER THAN THE
 PP3365'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 5.95, 77.0 FEET WEST OF THE
 PP3365'CENTER OF THE EAST ENTRANCE TO JEFF BELZER CHEVROLET, AND 80.0 FEET
 PP3365'NORTHWEST OF THE NORTHEAST CORNER OF THE CHEVROLET GARAGE.  THE MARK,
 PP3365'A STANDARD ALUMINUM MNDT VERTICAL CONTROL DISK STAMPED---1914 H
 PP3365'1985---, IS SET IN THE NORTHEAST CORNER OF A 10 FOOT SQUARE CONCRETE
 PP3365'BASE FOR A JEFF BELZER CHEVROLET SIGN.  A MAGNET IN THE DISK MAKES
 PP3365'THE MARK MAGNETIC.
 PP3365
 PP3365                          STATION RECOVERY (2005)
 PP3365
 PP3365'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3365'RECOVERED AS DESCRIBED.
 PP3365
 PP3365                          STATION RECOVERY (2007)
 PP3365
 PP3365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3365'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF NEW MARKET,
 PP3365'7.6 MI (12.2 KM) NORTH-NORTHWEST OF CASTLE ROCK AND 3.7 MI (6.0 KM)
 PP3365'WEST OF FARMINGTON.
 PP3365' 
 PP3365'TO REACH TO THE MARK AT LAKEVILLE, AT COUNTY ROAD 50, GO 1.25 MI (2.0
 PP3365'KM) EAST OF THE JUNCTION OF COUNTY ROAD 50 AND 210TH STREET WEST
 PP3365'(COUNTY ROAD 15), 60.5 FT (18.4 M) SOUTH OF COUNTY ROAD 50, 77.0 FT
 PP3365'(23.5 M) WEST OF EAST ENTRANCE TO JEFF BELSER CHEVROLET DEALERSHIP,
 PP3365'80.0 FT (24.4 M) NORTHWEST OF THE NORTHEAST CORNER OF GARAGE, IN
 PP3365'NORTHEAST CORNER OF CONCRETE BASE OF CHEVROLET SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3368 ***********************************************************************
 PP3368  DESIGNATION -  1914 L
 PP3368  PID         -  PP3368
 PP3368  STATE/COUNTY-  MN/DAKOTA
 PP3368  COUNTRY     -  US
 PP3368  USGS QUAD   -  FARMINGTON (1993)
 PP3368
 PP3368                         *CURRENT SURVEY CONTROL
 PP3368  ______________________________________________________________________
 PP3368* NAD 83(1986) POSITION- 44 38 30.99   (N) 093 11 13.34   (W)   HD_HELD1  
 PP3368* NAVD 88 ORTHO HEIGHT -   286.869  (meters)     941.17  (feet) ADJUSTED  
 PP3368  ______________________________________________________________________
 PP3368  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 PP3368  DYNAMIC HEIGHT  -        286.842 (meters)      941.08  (feet) COMP
 PP3368  MODELED GRAVITY -    980,513.3   (mgal)                       NAVD 88
 PP3368
 PP3368  VERT ORDER      -  SECOND    CLASS I
 PP3368
 PP3368.The horizontal coordinates were established by differentially corrected
 PP3368.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3368.
 PP3368.The orthometric height was determined by differential leveling and
 PP3368.adjusted in June 1995.
 PP3368
 PP3368.Photographs are available for this station.
 PP3368
 PP3368.The dynamic height is computed by dividing the NAVD 88
 PP3368.geopotential number by the normal gravity value computed on the
 PP3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3368.degrees latitude (g = 980.6199 gals.).
 PP3368
 PP3368.The modeled gravity was interpolated from observed gravity values.
 PP3368
 PP3368;                    North         East    Units  Estimated Accuracy
 PP3368;SPC MN S     -   282,759.5     864,491.5     MT  (+/- 3 meters HH1 GPS) 
 PP3368
 PP3368                          SUPERSEDED SURVEY CONTROL
 PP3368
 PP3368.No superseded survey control is available for this station.
 PP3368
 PP3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8516643192(NAD 83)
 PP3368
 PP3368_MARKER: DV = VERTICAL CONTROL DISK
 PP3368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3368_SP_SET: ALUMINUM ALLOY ROD
 PP3368_STAMPING: 1914 L 1985
 PP3368_MARK LOGO: MNDT  
 PP3368_PROJECTION: RECESSED 30 CENTIMETERS
 PP3368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3368+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 PP3368_ROD/PIPE-DEPTH:  8.5 meters
 PP3368
 PP3368  HISTORY     - Date     Condition        Report By
 PP3368  HISTORY     - 1985     MONUMENTED       MNDT
 PP3368  HISTORY     - 20051025 GOOD             MNDT
 PP3368  HISTORY     - 20070625 GOOD             MNDT
 PP3368
 PP3368                          STATION DESCRIPTION
 PP3368
 PP3368'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3368'IN FARMINGTON.
 PP3368'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHEAST 1/4 OF
 PP3368'SECTION 35, T114, R20W, 2.45 MILES WEST ALONG TRUNK HIGHWAY 50 FROM
 PP3368'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON, 95.5 FEET NORTH OF
 PP3368'AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 7.55,
 PP3368'32.0 FEET EAST OF THE CENTER OF A DEAD END ROAD, 5.0 FEET
 PP3368'WEST-SOUTHWEST OF A TRANSMISSION POWER POLE, 27.7 FEET SOUTHEAST OF A
 PP3368'POWER POLE, AND 1.5 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3368'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1914
 PP3368'L 1985---, IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 28
 PP3368'FOOT LONG ALUMINUM ALLOY ROD WITH A STABLIZER AND IS FLUSH WITH THE
 PP3368'GROUND, A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3368
 PP3368                          STATION RECOVERY (2005)
 PP3368
 PP3368'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3368'RECOVERED AS DESCRIBED.
 PP3368
 PP3368                          STATION RECOVERY (2007)
 PP3368
 PP3368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3368'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHWEST OF COATES, 7.0 MI
 PP3368'(11.3 KM) NORTH-NORTHWEST OF CASTLE ROCK AND 2.2 MI (3.5 KM) WEST OF
 PP3368'FARMINGTON.
 PP3368' 
 PP3368'TO REACH TO THE MARK AT FARMINGTON, AT COUNTY ROAD 50, GO 2.45 MI (3.9
 PP3368'KM) WEST OF THE JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 3, 95.5
 PP3368'FT (29.1 M) NORTH OF COUNTY ROAD 50, 32.0 FT (9.8 M) EAST OF FAIR
 PP3368'GREEN AVENUE, 5.0 FT (1.5 M) WEST-SOUTHWEST OF POWER POLE, 27.7 FT
 PP3368'(8.4 M) SOUTHEAST OF POWER POLE, 10 SOUTH OF BITUMINOUS BIKE PATH, 1.5
 PP3368'FT (0.5 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3371 ***********************************************************************
 PP3371  DESIGNATION -  1914 P
 PP3371  PID         -  PP3371
 PP3371  STATE/COUNTY-  MN/DAKOTA
 PP3371  COUNTRY     -  US
 PP3371  USGS QUAD   -  FARMINGTON (1993)
 PP3371
 PP3371                         *CURRENT SURVEY CONTROL
 PP3371  ______________________________________________________________________
 PP3371* NAD 83(1986) POSITION- 44 38 24.69   (N) 093 08 14.32   (W)   HD_HELD1  
 PP3371* NAVD 88 ORTHO HEIGHT -   273.934  (meters)     898.73  (feet) ADJUSTED  
 PP3371  ______________________________________________________________________
 PP3371  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PP3371  DYNAMIC HEIGHT  -        273.905 (meters)      898.64  (feet) COMP
 PP3371  MODELED GRAVITY -    980,505.5   (mgal)                       NAVD 88
 PP3371
 PP3371  VERT ORDER      -  SECOND    CLASS I
 PP3371
 PP3371.The horizontal coordinates were established by differentially corrected
 PP3371.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3371.
 PP3371.The orthometric height was determined by differential leveling and
 PP3371.adjusted in June 1995.
 PP3371
 PP3371.Photographs are available for this station.
 PP3371
 PP3371.The dynamic height is computed by dividing the NAVD 88
 PP3371.geopotential number by the normal gravity value computed on the
 PP3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3371.degrees latitude (g = 980.6199 gals.).
 PP3371
 PP3371.The modeled gravity was interpolated from observed gravity values.
 PP3371
 PP3371;                    North         East    Units  Estimated Accuracy
 PP3371;SPC MN S     -   282,605.5     868,438.3     MT  (+/- 3 meters HH1 GPS) 
 PP3371
 PP3371                          SUPERSEDED SURVEY CONTROL
 PP3371
 PP3371.No superseded survey control is available for this station.
 PP3371
 PP3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8911042990(NAD 83)
 PP3371
 PP3371_MARKER: DV = VERTICAL CONTROL DISK
 PP3371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3371_SP_SET: ALUMINUM ALLOY ROD
 PP3371_STAMPING: 1914 P 1985
 PP3371_MARK LOGO: MNDT  
 PP3371_PROJECTION: FLUSH
 PP3371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3371+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 PP3371_ROD/PIPE-DEPTH: 13.1 meters
 PP3371
 PP3371  HISTORY     - Date     Condition        Report By
 PP3371  HISTORY     - 1985     MONUMENTED       MNDT
 PP3371  HISTORY     - 19910828 GOOD             MNDT
 PP3371  HISTORY     - 19920121 GOOD             MNDT
 PP3371  HISTORY     - 19950322 GOOD             NGS
 PP3371  HISTORY     - 20061028 GOOD             USPSQD
 PP3371  HISTORY     - 20070625 GOOD             MNDT
 PP3371
 PP3371                          STATION DESCRIPTION
 PP3371
 PP3371'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3371'IN FARMINGTON.
 PP3371'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHEAST 1/4 OF
 PP3371'SECTION 31, T114N, R19W, IN THE SOUTHWEST QUADRANT OF THE NORTH
 PP3371'JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK HIGHWAY 3 IN FARMINGTON, 51.3
 PP3371'FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY 50
 PP3371'AT MILEPOINT 10.05, 9.0 FEET WEST OF THE CENTERLINE OF A FRONTAGE
 PP3371'ROAD, 23.4 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH A LIGHT, 50.7
 PP3371'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, AND AT THE SOUTH
 PP3371'EDGE OF A CURB.  THE MARK A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PP3371'MONUMENT DISK STAMPED---1914 P 1985---, IS FASTENED TO THE TOP OF A
 PP3371'DRIVEN 3/4 INCH DIAMETER BY 43 FOOT LONG ALUMINUM ALLOY ROD WITH A
 PP3371'STABLIZER AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES
 PP3371'THE MARK MAGNETIC.
 PP3371
 PP3371                          STATION RECOVERY (1991)
 PP3371
 PP3371'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (WAS)
 PP3371'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PP3371
 PP3371                          STATION RECOVERY (1992)
 PP3371
 PP3371'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3371'RECOVERED AS DESCRIBED.
 PP3371
 PP3371                          STATION RECOVERY (1995)
 PP3371
 PP3371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 PP3371'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN THE
 PP3371'TOWN OF FARMINGTON IN THE NE 1/4 OF SECTION 31, T114N, R19W.  THE
 PP3371'MARK, A VERTICAL CONTROL DISK ON A DRIVEN ALUMINUM ROD, IS AT TH 3 MP
 PP3371'26.0, AT THE SOUTH EDGE OF THE CURB AND GUTTER IN THE SW QUADRANT OF
 PP3371'THE JCT OF CO RD 50 AND TH 3, 51.5 FT (15.7 M) SOUTH OF CO RD 50, 9 FT
 PP3371'(2.7 M) WEST OF THE FRONTAGE RD, 50.7 FT (15.5 M) NE OF THE NE COR OF
 PP3371'THE HOUSE ON THE CORNER, AND 7.4 FT (2.3 M) SSE OF THE CENTER OF A
 PP3371'MANHOLE COVER.  RECOVERED AND DESCRIBED BY DIXON B.HOYLE, TYPED BY
 PP3371'J.E.M.
 PP3371
 PP3371                          STATION RECOVERY (2006)
 PP3371
 PP3371'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3371'RECOVERED IN GOOD CONDITION.
 PP3371
 PP3371                          STATION RECOVERY (2007)
 PP3371
 PP3371'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3371'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF COATES, 6.7 MI
 PP3371'(10.8 KM) NORTH OF CASTLE ROCK AND 0.3 MI (0.5 KM) EAST OF FARMINGTON.
 PP3371'TO REACH TO THE MARK AT FARMINGTON, AT TRUNK HIGHWAY 3 MILE POINT
 PP3371'26.0, IN SOUTHWEST QUADRANT OF THE JUNCTION OF COUNTY ROAD 50 AND
 PP3371'TRUNK HIGHWAY 3, 51.3 FT (15.6 M) SOUTH OF COUNTY ROAD 50, 9.0 FT (2.7
 PP3371'M) WEST OF FRONTAGE ROAD, 50.7 FT (15.5 M) NORTHEAST OF THE NORTHEAST
 PP3371'CORNER OF HOUSE, AT SOUTH EDGE OF CURB, 7.4 FT (2.3 M) SOUTH-SOUTHEAST
 PP3371'OF MANHOLE COVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3372 ***********************************************************************
 PP3372  DESIGNATION -  1914 Q
 PP3372  PID         -  PP3372
 PP3372  STATE/COUNTY-  MN/DAKOTA
 PP3372  COUNTRY     -  US
 PP3372  USGS QUAD   -  FARMINGTON (1993)
 PP3372
 PP3372                         *CURRENT SURVEY CONTROL
 PP3372  ______________________________________________________________________
 PP3372* NAD 83(1986) POSITION- 44 38 20.47   (N) 093 09 25.02   (W)   HD_HELD1  
 PP3372* NAVD 88 ORTHO HEIGHT -   277.286  (meters)     909.73  (feet) ADJUSTED  
 PP3372  ______________________________________________________________________
 PP3372  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 PP3372  DYNAMIC HEIGHT  -        277.258 (meters)      909.64  (feet) COMP
 PP3372  MODELED GRAVITY -    980,508.1   (mgal)                       NAVD 88
 PP3372
 PP3372  VERT ORDER      -  SECOND    CLASS I
 PP3372
 PP3372.The horizontal coordinates were established by differentially corrected
 PP3372.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3372.
 PP3372.The orthometric height was determined by differential leveling and
 PP3372.adjusted in June 1995.
 PP3372
 PP3372.Photographs are available for this station.
 PP3372
 PP3372.The dynamic height is computed by dividing the NAVD 88
 PP3372.geopotential number by the normal gravity value computed on the
 PP3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3372.degrees latitude (g = 980.6199 gals.).
 PP3372
 PP3372.The modeled gravity was interpolated from observed gravity values.
 PP3372
 PP3372;                    North         East    Units  Estimated Accuracy
 PP3372;SPC MN S     -   282,459.0     866,881.7     MT  (+/- 3 meters HH1 GPS) 
 PP3372
 PP3372                          SUPERSEDED SURVEY CONTROL
 PP3372
 PP3372.No superseded survey control is available for this station.
 PP3372
 PP3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8755242863(NAD 83)
 PP3372
 PP3372_MARKER: DB = BENCH MARK DISK
 PP3372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3372_SP_SET: BRIDGE ABUTMENT
 PP3372_STAMPING: 1914 Q 1985
 PP3372_MARK LOGO: MNDT  
 PP3372_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3372+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 PP3372
 PP3372  HISTORY     - Date     Condition        Report By
 PP3372  HISTORY     - 1985     MONUMENTED       MNDT
 PP3372  HISTORY     - 19950322 GOOD             NGS
 PP3372  HISTORY     - 20061028 GOOD             USPSQD
 PP3372  HISTORY     - 20070625 GOOD             MNDT
 PP3372
 PP3372                          STATION DESCRIPTION
 PP3372
 PP3372'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3372'IN FARMINGTON.
 PP3372'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHWEST 1/4 OF
 PP3372'SECTION 31, T114N, R19W, 1.05 MILES WEST ALONG TRUNK HIGHWAY 50 FROM
 PP3372'ITS JUNCTION WITH TRUNK HIGHWAY 3 IN FARMINGTON TO COUNTY ROAD 31
 PP3372'THENCE 0.2 MILE SOUTH ALONG COUNTY ROAD 31, 32.5 FEET EAST OF AND 0.5
 PP3372'FOOT HIGHER THAN THE CENTERLINE OF THE ROAD.  THE MARK, A STANDARD
 PP3372'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1914 Q 1985---, IS
 PP3372'CEMENTED IN A DRILL HOLE IN THE CONCRETE ABUTMENT AT THE SOUTHEAST
 PP3372'CORNER OF BRIDGE NUMBER 19512 (COUNTY ROAD 31 OVER THE VERMILLION
 PP3372'RIVER.
 PP3372
 PP3372                          STATION RECOVERY (1995)
 PP3372
 PP3372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 PP3372'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN THE
 PP3372'TOWN OF FARMINGTON IN THE NW 1/4 OF SECTION 31, T114N, R19W.  THE
 PP3372'MARK, A BENCH MARK DISK SET IN THE SE ABUTMENT OF CO RD 31 BRDG NO
 PP3372'19512 OVER THE VERMILLION RIVER.  TO REACH THE MARK FROM THE JCT OF TH
 PP3372'3 AND TH 50, GO WEST FOR 1.05 MI (1.69 KM) ALONG TH 50 TO CO RD 31,
 PP3372'THEN GO SOUTH FOR 0.2 MI (0.3 KM) ALONG CO RD 31 TO THE MARK ON THE
 PP3372'LEFT.  THE MARK IS 32.5 FT (9.9 M) EAST OF CO RD 31.  RECOVERED AND
 PP3372'DESCRIBED BY DIXON B.HOYLE, TYPED BY J.E.M.
 PP3372
 PP3372                          STATION RECOVERY (2006)
 PP3372
 PP3372'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3372'RECOVERED IN GOOD CONDITION.
 PP3372
 PP3372                          STATION RECOVERY (2007)
 PP3372
 PP3372'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3372'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF COATES, 6.6 MI
 PP3372'(10.6 KM) NORTH OF CASTLE ROCK AND 0.7 MI (1.1 KM) WEST OF FARMINGTON.
 PP3372'TO REACH TO THE MARK AT FARMINGTON, GO 1.05 MI (1.7 KM) WEST AND 0.2
 PP3372'MI (0.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 50 AND TRUNK
 PP3372'HIGHWAY 3, IN SOUTHEAST CORNER OF COUNTY ROAD 31 BRIDGE 19512 OVER
 PP3372'VERMILLION RIVER, 32.5 FT (9.9 M) EAST OF COUNTY ROAD 31.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3373 ***********************************************************************
 PP3373  DESIGNATION -  1914 R
 PP3373  PID         -  PP3373
 PP3373  STATE/COUNTY-  MN/DAKOTA
 PP3373  COUNTRY     -  US
 PP3373  USGS QUAD   -  FARMINGTON (1993)
 PP3373
 PP3373                         *CURRENT SURVEY CONTROL
 PP3373  ______________________________________________________________________
 PP3373* NAD 83(1986) POSITION- 44 37 50.     (N) 093 08 41.     (W)   SCALED    
 PP3373* NAVD 88 ORTHO HEIGHT -   277.436  (meters)     910.22  (feet) ADJUSTED  
 PP3373  ______________________________________________________________________
 PP3373  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PP3373  DYNAMIC HEIGHT  -        277.407 (meters)      910.13  (feet) COMP
 PP3373  MODELED GRAVITY -    980,505.0   (mgal)                       NAVD 88
 PP3373
 PP3373  VERT ORDER      -  SECOND    CLASS I
 PP3373
 PP3373.The horizontal coordinates were scaled from a topographic map and have
 PP3373.an estimated accuracy of +/- 6 seconds.
 PP3373.
 PP3373.The orthometric height was determined by differential leveling and
 PP3373.adjusted in June 1995.
 PP3373
 PP3373.The dynamic height is computed by dividing the NAVD 88
 PP3373.geopotential number by the normal gravity value computed on the
 PP3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3373.degrees latitude (g = 980.6199 gals.).
 PP3373
 PP3373.The modeled gravity was interpolated from observed gravity values.
 PP3373
 PP3373;                    North         East    Units  Estimated Accuracy
 PP3373;SPC MN S     -   281,530.      867,860.      MT  (+/- 180 meters Scaled)
 PP3373
 PP3373                          SUPERSEDED SURVEY CONTROL
 PP3373
 PP3373.No superseded survey control is available for this station.
 PP3373
 PP3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885419(NAD 83)
 PP3373
 PP3373_MARKER: DV = VERTICAL CONTROL DISK
 PP3373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3373_SP_SET: ALUMINUM ALLOY ROD
 PP3373_STAMPING: 1914 R 1985
 PP3373_MARK LOGO: MNDT  
 PP3373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3373+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 PP3373
 PP3373  HISTORY     - Date     Condition        Report By
 PP3373  HISTORY     - 1985     MONUMENTED       MNDT
 PP3373  HISTORY     - 19920121 MARK NOT FOUND   MNDT
 PP3373  HISTORY     - 19950322 GOOD             NGS
 PP3373  HISTORY     - 20061019 MARK NOT FOUND   MNDT
 PP3373  HISTORY     - 20061028 MARK NOT FOUND   USPSQD
 PP3373
 PP3373                          STATION DESCRIPTION
 PP3373
 PP3373'DESCRIBED BY MN DEPT OF TRANSP 1985
 PP3373'IN FARMINGTON.
 PP3373'THE MARK IS LOCATED IN THE CITY OF FARMINGTON IN THE NORTHEAST 1/4 OF
 PP3373'SECTION 6, T113N, R19W, 0.4 MILE WEST ALONG ASH STREET FROM THE SOUTH
 PP3373'JUNCTION OF TRUNK HIGHWAYS 3 AND 50 IN FARMINGTON, 25.0 FEET SOUTH OF
 PP3373'AND ABOUT LEVEL WITH THE CENTERLINE OF ASH STREET, AT AN ENTRANCE TO
 PP3373'THE COUNTY FAIRGROUNDS, 42.5 FEET EAST OF THE CENTERLINE (EXTENDED)
 PP3373'OF THIRD STREET, 5.9 FEET WEST OF A POWER POLE, AND 92.0 FEET
 PP3373'SOUTHEAST OF A FIRE HYDRANT.  THE MARK A STANDARD ALUMINUM MNDT
 PP3373'VERTICAL CONTROL MONUMENT DISK STAMPED---1914 R 1985---, IS FASTENED
 PP3373'TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 33 FOOT LONG ALUMINUM
 PP3373'ALLOY ROD WITH A STABLIZER.  A MAGNET IN THE DISK MAKES THE MARK
 PP3373'MAGNETIC.
 PP3373
 PP3373                          STATION RECOVERY (1992)
 PP3373
 PP3373'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP3373'NOT RECOVERED.  SEARCHED FOR AND NOT FOUND.
 PP3373
 PP3373                          STATION RECOVERY (1995)
 PP3373
 PP3373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 PP3373'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN THE
 PP3373'TOWN OF FARMINGTON IN THE NE 1/4 OF SECTION 31, T114N, R19W.  TO REACH
 PP3373'THE MARK FROM THE JCT OF ASH ST AND CO RD 50/TH 3, GO WEST ALONG ASH
 PP3373'ST FOR 0.4 MI (0.6 KM) TO THE FAIRGROUND ENT AND THE MARK ON THE LEFT.
 PP3373'THE MARK, A VERTICAL CONTROL DISK ON A DRIVEN ALUMINUM ROD, IS 42.5 FT
 PP3373'(13.0 M) EAST OF THIRD ST EXTENDED, 5.9 FT (1.8 M) WEST OF A P-POLE
 PP3373'AND 92.0 FT (28.0 M) SE OF A FIRE HYDRANT. RECOVERED AND DESCRIBED BY
 PP3373'DIXON B.HOYLE, TYPED BY J.E.M.
 PP3373
 PP3373                          STATION RECOVERY (2006)
 PP3373
 PP3373'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3373'THE MARK WAS NOT RECOVERED.
 PP3373
 PP3373                          STATION RECOVERY (2006)
 PP3373
 PP3373'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP3373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2636 ***********************************************************************
 DJ2636  DESIGNATION -  1918
 DJ2636  PID         -  DJ2636
 DJ2636  STATE/COUNTY-  MN/WABASHA
 DJ2636  COUNTRY     -  US
 DJ2636  USGS QUAD   -  WABASHA SOUTH (1974)
 DJ2636
 DJ2636                         *CURRENT SURVEY CONTROL
 DJ2636  ______________________________________________________________________
 DJ2636* NAD 83(2007) POSITION- 44 18 18.29058(N) 092 03 17.06979(W)   ADJUSTED  
 DJ2636* NAD 83(2007) ELLIP HT-   204.759 (meters)        (10/12/10)   ADJUSTED
 DJ2636* NAD 83(2007) EPOCH   -  2002.00
 DJ2636* NAVD 88 ORTHO HEIGHT -   235.0    (meters)     771.    (feet) GPS OBS   
 DJ2636  ______________________________________________________________________
 DJ2636  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ2636  GEOID HEIGHT    -        -30.22  (meters)                     GEOID03
 DJ2636  GEOID HEIGHT    -        -30.25  (meters)                     GEOID09
 DJ2636  NAD 83(2007) X  -   -163,926.301 (meters)                     COMP
 DJ2636  NAD 83(2007) Y  - -4,569,070.098 (meters)                     COMP
 DJ2636  NAD 83(2007) Z  -  4,432,556.803 (meters)                     COMP
 DJ2636  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC09
 DJ2636  HORZ ORDER      -  FIRST
 DJ2636  ELLP ORDER      -  FOURTH    CLASS I
 DJ2636
 DJ2636.The horizontal coordinates were established by GPS observations
 DJ2636.and adjusted by the National Geodetic Survey in October 2010.
 DJ2636
 DJ2636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ2636.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ2636
 DJ2636.The horizontal coordinates are valid at the epoch date displayed above
 DJ2636.which is a decimal equivalence of Year/Month/Day.
 DJ2636
 DJ2636.The orthometric height was determined by GPS observations and a
 DJ2636.high-resolution geoid model.
 DJ2636
 DJ2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2636
 DJ2636.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ2636
 DJ2636.The ellipsoidal height was determined by GPS observations
 DJ2636.and is referenced to NAD 83.
 DJ2636
 DJ2636. The following values were computed from the NAD 83(2007) position.
 DJ2636
 DJ2636;                    North         East     Units Scale Factor Converg.
 DJ2636;SPC MN S     -   246,855.848   955,194.235   MT  0.99992789   +1 21 48.5
 DJ2636;SPC MN S     -   809,892.89  3,133,833.09   sFT  0.99992789   +1 21 48.5
 DJ2636;UTM  15      - 4,906,192.821   575,395.929   MT  0.99966991   +0 39 37.0
 DJ2636
 DJ2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2636!SPC MN S     -   0.99996789  x   0.99992789  =   0.99989579
 DJ2636!UTM  15      -   0.99996789  x   0.99966991  =   0.99963782
 DJ2636
 DJ2636                          SUPERSEDED SURVEY CONTROL
 DJ2636
 DJ2636  NAD 83(1996)-  44 18 18.29042(N)    092 03 17.06940(W) AD(       ) 1
 DJ2636  ELLIP H (08/09/07)  204.775  (m)                       GP(       ) 4 1
 DJ2636
 DJ2636.Superseded values are not recommended for survey control.
 DJ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2636.See file dsdata.txt to determine how the superseded data were derived.
 DJ2636
 DJ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK7539506192(NAD 83)
 DJ2636
 DJ2636_MARKER: DD = SURVEY DISK
 DJ2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2636_STAMPING: 1918
 DJ2636_MARK LOGO: MN-157
 DJ2636_PROJECTION: FLUSH
 DJ2636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2636+STABILITY: SURFACE MOTION
 DJ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2636+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DJ2636
 DJ2636  HISTORY     - Date     Condition        Report By
 DJ2636  HISTORY     - 2007     MONUMENTED       MN-157
 DJ2636
 DJ2636                          STATION DESCRIPTION
 DJ2636
 DJ2636'DESCRIBED BY WABASHA COUNTY MINNESOTA 2007
 DJ2636'2.5 MILES WEST ON COUNTY ROAD 18 FROM INTERSECTION OF TRUNK HIGHWAY 61
 DJ2636'AND COUNTY ROAD 18 IN KELLOGG, 87 FEET NORTH OF COUNTY ROAD 18, 37.6
 DJ2636'FEET WEST OF COUNTY ROAD 19, 4.8 FEET SOUTH OF GUY ANCHOR, 24.8 FEET
 DJ2636'SOUTH OF POWER POLE, 93.1 FEET NORTH NORTHWEST OF THE INTERSECTION OF
 DJ2636'COUNTY ROAD 18 AND COUNTY ROAD 19, 0.7 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4429 ***********************************************************************
 AH4429  DESIGNATION -  1918 B
 AH4429  PID         -  AH4429
 AH4429  STATE/COUNTY-  MN/DAKOTA
 AH4429  COUNTRY     -  US
 AH4429  USGS QUAD   -  ST PAUL EAST (1993)
 AH4429
 AH4429                         *CURRENT SURVEY CONTROL
 AH4429  ______________________________________________________________________
 AH4429* NAD 83(1986) POSITION- 44 52 40.02   (N) 093 04 51.32   (W)   HD_HELD1  
 AH4429* NAVD 88 ORTHO HEIGHT -   296.336  (meters)     972.23  (feet) ADJUSTED  
 AH4429  ______________________________________________________________________
 AH4429  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 AH4429  DYNAMIC HEIGHT  -        296.329 (meters)      972.21  (feet) COMP
 AH4429  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4429
 AH4429  VERT ORDER      -  SECOND    CLASS I
 AH4429
 AH4429.The horizontal coordinates were established by differentially corrected
 AH4429.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4429.
 AH4429.The orthometric height was determined by differential leveling and
 AH4429.adjusted in June 2000.
 AH4429
 AH4429.Photographs are available for this station.
 AH4429
 AH4429.The dynamic height is computed by dividing the NAVD 88
 AH4429.geopotential number by the normal gravity value computed on the
 AH4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4429.degrees latitude (g = 980.6199 gals.).
 AH4429
 AH4429.The modeled gravity was interpolated from observed gravity values.
 AH4429
 AH4429;                    North         East    Units  Estimated Accuracy
 AH4429;SPC MN S     -   309,053.7     872,614.6     MT  (+/- 3 meters HH1 GPS) 
 AH4429
 AH4429                          SUPERSEDED SURVEY CONTROL
 AH4429
 AH4429.No superseded survey control is available for this station.
 AH4429
 AH4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9360869377(NAD 83)
 AH4429
 AH4429_MARKER: DR = REFERENCE MARK DISK
 AH4429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4429_SP_SET: BRIDGE RAILING
 AH4429_STAMPING: 1918 B 1989
 AH4429_MARK LOGO: MNDT  
 AH4429_PROJECTION: FLUSH
 AH4429_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4429+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4429
 AH4429  HISTORY     - Date     Condition        Report By
 AH4429  HISTORY     - 1989     MONUMENTED       MNDT
 AH4429  HISTORY     - 20021201 GOOD             USPSQD
 AH4429  HISTORY     - 20021213 GOOD             USPSQD
 AH4429  HISTORY     - 20040918 GOOD             USPSQD
 AH4429  HISTORY     - 20051129 GOOD             USPSQD
 AH4429  HISTORY     - 20070613 GOOD             MNDT
 AH4429
 AH4429                          STATION DESCRIPTION
 AH4429
 AH4429'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4429'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, AT THE WESTBOUND
 AH4429'TRUNK HIGHWAY 110 BRIDGE OVER TRUNK HIGHWAY 52, AND IN THE SW 1/4 OF
 AH4429'SECTION 29, T28N, R22W.  THE MARK IS 39.5 FEET NORTH - NORTHEAST OF
 AH4429'THE CENTERLINE OF WESTBOUND HIGHWAY 110, 35.2 FEET SOUTHEAST OF A
 AH4429'LIGHT STANDARD (NUMBERED J-9-C-17), AND 2.0 FEET EAST - SOUTHEAST OF
 AH4429'THE NORTHWEST CORNER OF THE NORTH BRIDGE RAILING.  THE MARK, A
 AH4429'STANDARD MNDT REFERENCE MARK DISK STAMPED---1918 B 1989---, IS SET IN
 AH4429'THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE
 AH4429'NUMBER 19037 (WESTBOUND HIGHWAY 110 OVER HIGHWAY 52).
 AH4429
 AH4429                          STATION RECOVERY (2002)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4429'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4429
 AH4429                          STATION RECOVERY (2002)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4429'RECOVERED IN GOOD CONDITION.
 AH4429
 AH4429                          STATION RECOVERY (2004)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4429'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4429
 AH4429                          STATION RECOVERY (2005)
 AH4429
 AH4429'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4429'RECOVERED IN GOOD CONDITION.
 AH4429
 AH4429                          STATION RECOVERY (2007)
 AH4429
 AH4429'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4429'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4429'PARK, 4.6 MI (7.4 KM) SOUTH OF SAINT PAUL AND 2.8 MI (4.5 KM)
 AH4429'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4429' 
 AH4429'TO REACH TO THE MARK AT SUNFISH LAKE, IN THE TOP OF RAILING AT
 AH4429'NORTHWEST CORNER OF WEST BOUND TRUNK HIGHWAY 110 BRIDGE 19037 OVER
 AH4429'COUNTY HIGHWAY 3, GO 39.5 FT (12.0 M) NORTH-NORTHEAST OF WEST BOUND
 AH4429'TRUNK HIGHWAY 110, 35.2 FT (10.7 M) SOUTHEAST OF LIGHT STANDARD
 AH4429'J-9-C-17, 2.0 FT (0.6 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF
 AH4429'NORTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4430 ***********************************************************************
 AH4430  DESIGNATION -  1918 C
 AH4430  PID         -  AH4430
 AH4430  STATE/COUNTY-  MN/DAKOTA
 AH4430  COUNTRY     -  US
 AH4430  USGS QUAD   -  ST PAUL EAST (1993)
 AH4430
 AH4430                         *CURRENT SURVEY CONTROL
 AH4430  ______________________________________________________________________
 AH4430* NAD 83(1986) POSITION- 44 52 37.19   (N) 093 04 48.51   (W)   HD_HELD1  
 AH4430* NAVD 88 ORTHO HEIGHT -   296.759  (meters)     973.62  (feet) ADJUSTED  
 AH4430  ______________________________________________________________________
 AH4430  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 AH4430  DYNAMIC HEIGHT  -        296.752 (meters)      973.59  (feet) COMP
 AH4430  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 AH4430
 AH4430  VERT ORDER      -  SECOND    CLASS I
 AH4430
 AH4430.The horizontal coordinates were established by differentially corrected
 AH4430.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4430.
 AH4430.The orthometric height was determined by differential leveling and
 AH4430.adjusted in June 2000.
 AH4430
 AH4430.Photographs are available for this station.
 AH4430
 AH4430.The dynamic height is computed by dividing the NAVD 88
 AH4430.geopotential number by the normal gravity value computed on the
 AH4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4430.degrees latitude (g = 980.6199 gals.).
 AH4430
 AH4430.The modeled gravity was interpolated from observed gravity values.
 AH4430
 AH4430;                    North         East    Units  Estimated Accuracy
 AH4430;SPC MN S     -   308,967.0     872,677.3     MT  (+/- 3 meters HH1 GPS) 
 AH4430
 AH4430                          SUPERSEDED SURVEY CONTROL
 AH4430
 AH4430.No superseded survey control is available for this station.
 AH4430
 AH4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9367069289(NAD 83)
 AH4430
 AH4430_MARKER: DR = REFERENCE MARK DISK
 AH4430_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4430_SP_SET: BRIDGE RAILING
 AH4430_STAMPING: 1918 C 1989
 AH4430_MARK LOGO: MNDT  
 AH4430_PROJECTION: FLUSH
 AH4430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4430+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4430
 AH4430  HISTORY     - Date     Condition        Report By
 AH4430  HISTORY     - 1989     MONUMENTED       MNDT
 AH4430  HISTORY     - 20021201 GOOD             USPSQD
 AH4430  HISTORY     - 20050111 GOOD             USPSQD
 AH4430  HISTORY     - 20070613 GOOD             MNDT
 AH4430
 AH4430                          STATION DESCRIPTION
 AH4430
 AH4430'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4430'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4430'JUNCTION OF TRUNK HIGHWAY 110 AND TRUNK HIGHWAY 52, AND IN THE SW 1/4
 AH4430'OF SECTION 29, T28N, R22W.  THE MARK IS 36.5 FEET SOUTH OF THE
 AH4430'CENTERLINE OF EASTBOUND HIGHWAY 110, 2.8 FEET NORTHWEST OF AN END
 AH4430'STEEL FENCE POST, AND 2.4 FEET WEST - NORTHWEST OF THE SOUTHEAST
 AH4430'CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4430'REFERENCE MARK DISK STAMPED---1918 C 1989---, IS SET IN THE TOP OF THE
 AH4430'CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19038
 AH4430'(EASTBOUND HIGHWAY 110 OVER HIGHWAY 52).
 AH4430
 AH4430                          STATION RECOVERY (2002)
 AH4430
 AH4430'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4430'HWY 52 HAS BEEN RENAMED HWY 3 (ROBERT STREET)
 AH4430
 AH4430                          STATION RECOVERY (2005)
 AH4430
 AH4430'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4430'RECOVERED IN GOOD CONDITION AS DIRECTED. SPSPS. ATD.
 AH4430
 AH4430                          STATION RECOVERY (2007)
 AH4430
 AH4430'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4430'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4430'PARK, 4.7 MI (7.6 KM) SOUTH OF SAINT PAUL AND 2.7 MI (4.3 KM)
 AH4430'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4430' 
 AH4430'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4430'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19803 OVER
 AH4430'COUNTY HIGHWAY 3, 36.5 FT (11.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY
 AH4430'110, 2.8 FT (0.9 M) NORTHWEST OF END STEEL FENCE POST, 2.4 FT (0.7 M)
 AH4430'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4431 ***********************************************************************
 AH4431  DESIGNATION -  1918 D
 AH4431  PID         -  AH4431
 AH4431  STATE/COUNTY-  MN/DAKOTA
 AH4431  COUNTRY     -  US
 AH4431  USGS QUAD   -  ST PAUL EAST (1993)
 AH4431
 AH4431                         *CURRENT SURVEY CONTROL
 AH4431  ______________________________________________________________________
 AH4431* NAD 83(1986) POSITION- 44 52 32.54   (N) 093 04 36.20   (W)   HD_HELD1  
 AH4431* NAVD 88 ORTHO HEIGHT -   298.446  (meters)     979.15  (feet) ADJUSTED  
 AH4431  ______________________________________________________________________
 AH4431  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AH4431  DYNAMIC HEIGHT  -        298.439 (meters)      979.13  (feet) COMP
 AH4431  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4431
 AH4431  VERT ORDER      -  SECOND    CLASS I
 AH4431
 AH4431.The horizontal coordinates were established by differentially corrected
 AH4431.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4431.
 AH4431.The orthometric height was determined by differential leveling and
 AH4431.adjusted in June 2000.
 AH4431
 AH4431.Photographs are available for this station.
 AH4431
 AH4431.The dynamic height is computed by dividing the NAVD 88
 AH4431.geopotential number by the normal gravity value computed on the
 AH4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4431.degrees latitude (g = 980.6199 gals.).
 AH4431
 AH4431.The modeled gravity was interpolated from observed gravity values.
 AH4431
 AH4431;                    North         East    Units  Estimated Accuracy
 AH4431;SPC MN S     -   308,826.5     872,949.1     MT  (+/- 3 meters HH1 GPS) 
 AH4431
 AH4431                          SUPERSEDED SURVEY CONTROL
 AH4431
 AH4431.No superseded survey control is available for this station.
 AH4431
 AH4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9394069145(NAD 83)
 AH4431
 AH4431_MARKER: DR = REFERENCE MARK DISK
 AH4431_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4431_SP_SET: BRIDGE RAILING
 AH4431_STAMPING: 1918 D 1989
 AH4431_MARK LOGO: MNDT  
 AH4431_PROJECTION: FLUSH
 AH4431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4431+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4431
 AH4431  HISTORY     - Date     Condition        Report By
 AH4431  HISTORY     - 1989     MONUMENTED       MNDT
 AH4431  HISTORY     - 20021201 GOOD             USPSQD
 AH4431  HISTORY     - 20050111 GOOD             USPSQD
 AH4431  HISTORY     - 20070613 GOOD             MNDT
 AH4431
 AH4431                          STATION DESCRIPTION
 AH4431
 AH4431'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4431'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4431'WESTBOUND TRUNK HIGHWAY 110 BRIDGE OVER INTERSTATE HIGHWAY 494, AND IN
 AH4431'THE NW 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 18.5 FEET
 AH4431'NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND HIGHWAY 110, AND 0.6
 AH4431'FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE NORTH BRIDGE RAILING.
 AH4431'THE MARK, A STANDARD MNDT REFERENCE MARK DISK STAMPED---1918 D
 AH4431'1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST
 AH4431'CORNER OF BRIDGE NUMBER 19853 (EASTBOUND HIGHWAY 110 OVER HIGHWAY
 AH4431'494).
 AH4431
 AH4431                          STATION RECOVERY (2002)
 AH4431
 AH4431'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4431'RECOVERED IN GOOD CONDITION.
 AH4431
 AH4431                          STATION RECOVERY (2005)
 AH4431
 AH4431'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4431'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4431
 AH4431                          STATION RECOVERY (2007)
 AH4431
 AH4431'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4431'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF SAINT PAUL, 4.8 MI
 AH4431'(7.7 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4431'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4431' 
 AH4431'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4431'NORTHWEST CORNER OF EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19853 OVER
 AH4431'INTERSTATE HIGHWAY 494, GO 18.5 FT (5.6 M) NORTH-NORTHEAST OF WEST
 AH4431'BOUND TRUNK HIGHWAY 110, 0.6 FT (0.2 M) SOUTHEAST OF THE NORTHWEST
 AH4431'CORNER OF NORTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4432 ***********************************************************************
 AH4432  DESIGNATION -  1918 E
 AH4432  PID         -  AH4432
 AH4432  STATE/COUNTY-  MN/DAKOTA
 AH4432  COUNTRY     -  US
 AH4432  USGS QUAD   -  ST PAUL EAST (1993)
 AH4432
 AH4432                         *CURRENT SURVEY CONTROL
 AH4432  ______________________________________________________________________
 AH4432* NAD 83(1986) POSITION- 44 52 33.30   (N) 093 04 32.81   (W)   HD_HELD1  
 AH4432* NAVD 88 ORTHO HEIGHT -   295.150  (meters)     968.34  (feet) ADJUSTED  
 AH4432  ______________________________________________________________________
 AH4432  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 AH4432  DYNAMIC HEIGHT  -        295.144 (meters)      968.32  (feet) COMP
 AH4432  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4432
 AH4432  VERT ORDER      -  SECOND    CLASS I
 AH4432
 AH4432.The horizontal coordinates were established by differentially corrected
 AH4432.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4432.
 AH4432.The orthometric height was determined by differential leveling and
 AH4432.adjusted in June 2000.
 AH4432
 AH4432.No vertical observational check was made to the station.
 AH4432
 AH4432.Photographs are available for this station.
 AH4432
 AH4432.The dynamic height is computed by dividing the NAVD 88
 AH4432.geopotential number by the normal gravity value computed on the
 AH4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4432.degrees latitude (g = 980.6199 gals.).
 AH4432
 AH4432.The modeled gravity was interpolated from observed gravity values.
 AH4432
 AH4432;                    North         East    Units  Estimated Accuracy
 AH4432;SPC MN S     -   308,850.8     873,023.2     MT  (+/- 3 meters HH1 GPS) 
 AH4432
 AH4432                          SUPERSEDED SURVEY CONTROL
 AH4432
 AH4432.No superseded survey control is available for this station.
 AH4432
 AH4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9401469169(NAD 83)
 AH4432
 AH4432_MARKER: DV = VERTICAL CONTROL DISK
 AH4432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4432_SP_SET: BRIDGE RAILING
 AH4432_STAMPING: 1918 E 1989
 AH4432_MARK LOGO: MNDT  
 AH4432_PROJECTION: FLUSH
 AH4432_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4432+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4432
 AH4432  HISTORY     - Date     Condition        Report By
 AH4432  HISTORY     - 1989     MONUMENTED       MNDT
 AH4432  HISTORY     - 20021213 GOOD             USPSQD
 AH4432  HISTORY     - 20040918 GOOD             USPSQD
 AH4432  HISTORY     - 20051129 GOOD             USPSQD
 AH4432  HISTORY     - 20070613 GOOD             MNDT
 AH4432
 AH4432                          STATION DESCRIPTION
 AH4432
 AH4432'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4432'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4432'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 494, AND IN THE
 AH4432'NW 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 26.0 FEET NORTH OF THE
 AH4432'CENTERLINE OF WESTBOUND HIGHWAY 110, 41.5 FEET EAST-SOUTHEAST OF A
 AH4432'LIGHT STANDARD (NUMBERED J-9-C-11), 23.7 FEET SOUTHEAST OF A LARGE
 AH4432'OVERHEAD SIGN POST (NUMBERED J-9-CW), AND 1.4 FEET EAST OF THE
 AH4432'NORTHWEST CORNER OF THE NORTH BRIDGE RAILING.  THE MARK, A STANDARD
 AH4432'MNDT REFERENCE MARK DISK STAMPED---1918 E 1989---, IS SET IN THE TOP
 AH4432'OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19884
 AH4432'(WESTBOUND HIGHWAY 110 OVER CONNECTER TO WESTBOUND HIGHWAY 494).
 AH4432
 AH4432                          STATION RECOVERY (2002)
 AH4432
 AH4432'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4432'RECOVERED IN GOOD CONDITION.
 AH4432
 AH4432                          STATION RECOVERY (2004)
 AH4432
 AH4432'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4432'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4432
 AH4432                          STATION RECOVERY (2005)
 AH4432
 AH4432'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4432'RECOVERED IN GOOD CONDITION.
 AH4432
 AH4432                          STATION RECOVERY (2007)
 AH4432
 AH4432'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4432'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF SAINT PAUL, 4.8 MI
 AH4432'(7.7 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4432'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4432' 
 AH4432'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4432'NORTHWEST CORNER OF WEST BOUND TRUNK HIGHWAY 110 BRIDGE 19884 OVER
 AH4432'CONNECTOR TO WEST BOUND INTERSTATE HIGHWAY 494, GO 26.0 FT (7.9 M)
 AH4432'NORTH OF WEST BOUND TRUNK HIGHWAY 110, 41.5 FT (12.6 M) EAST-SOUTHEAST
 AH4432'OF LIGHT STANDARD J-9-C-11, 27.3 FT (8.3 M) SOUTHEAST OF LARGE
 AH4432'OVERHEAD SIGN POST J-9-CW, 1.4 FT (0.4 M) EAST OF THE NORTHWEST CORNER
 AH4432'OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4433 ***********************************************************************
 AH4433  DESIGNATION -  1918 F
 AH4433  PID         -  AH4433
 AH4433  STATE/COUNTY-  MN/DAKOTA
 AH4433  COUNTRY     -  US
 AH4433  USGS QUAD   -  ST PAUL EAST (1993)
 AH4433
 AH4433                         *CURRENT SURVEY CONTROL
 AH4433  ______________________________________________________________________
 AH4433* NAD 83(1986) POSITION- 44 52 32.46   (N) 093 04 30.91   (W)   HD_HELD1  
 AH4433* NAVD 88 ORTHO HEIGHT -   294.671  (meters)     966.77  (feet) ADJUSTED  
 AH4433  ______________________________________________________________________
 AH4433  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 AH4433  DYNAMIC HEIGHT  -        294.664 (meters)      966.74  (feet) COMP
 AH4433  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 AH4433
 AH4433  VERT ORDER      -  SECOND    CLASS I
 AH4433
 AH4433.The horizontal coordinates were established by differentially corrected
 AH4433.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4433.
 AH4433.The orthometric height was determined by differential leveling and
 AH4433.adjusted in June 2000.
 AH4433
 AH4433.No vertical observational check was made to the station.
 AH4433
 AH4433.Photographs are available for this station.
 AH4433
 AH4433.The dynamic height is computed by dividing the NAVD 88
 AH4433.geopotential number by the normal gravity value computed on the
 AH4433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4433.degrees latitude (g = 980.6199 gals.).
 AH4433
 AH4433.The modeled gravity was interpolated from observed gravity values.
 AH4433
 AH4433;                    North         East    Units  Estimated Accuracy
 AH4433;SPC MN S     -   308,825.4     873,065.2     MT  (+/- 3 meters HH1 GPS) 
 AH4433
 AH4433                          SUPERSEDED SURVEY CONTROL
 AH4433
 AH4433.No superseded survey control is available for this station.
 AH4433
 AH4433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9405669143(NAD 83)
 AH4433
 AH4433_MARKER: DR = REFERENCE MARK DISK
 AH4433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4433_SP_SET: BRIDGE RAILING
 AH4433_STAMPING: 1918 F 1989
 AH4433_MARK LOGO: MNDT  
 AH4433_PROJECTION: FLUSH
 AH4433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4433+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4433
 AH4433  HISTORY     - Date     Condition        Report By
 AH4433  HISTORY     - 1989     MONUMENTED       MNDT
 AH4433  HISTORY     - 20021213 GOOD             USPSQD
 AH4433  HISTORY     - 20040918 GOOD             USPSQD
 AH4433  HISTORY     - 20051129 GOOD             USPSQD
 AH4433  HISTORY     - 20070613 GOOD             MNDT
 AH4433
 AH4433                          STATION DESCRIPTION
 AH4433
 AH4433'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4433'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4433'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 494, AND IN THE
 AH4433'NE 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 19.0 FEET SOUTH OF THE
 AH4433'CENTERLINE OF WESTBOUND HIGHWAY 110 AND 1.1 FEET NORTH OF THE
 AH4433'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD
 AH4433'MNDT REFERENCE MARK DISK STAMPED---1918 F 1989---, IS SET IN THE TOP
 AH4433'OF THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19884
 AH4433'(WESTBOUND HIGHWAY 110 OVER CONNECTER TO WESTBOUND HIGHWAY 494).
 AH4433
 AH4433                          STATION RECOVERY (2002)
 AH4433
 AH4433'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4433'RECOVERED IN GOOD CONDITION.
 AH4433
 AH4433                          STATION RECOVERY (2004)
 AH4433
 AH4433'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4433'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4433
 AH4433                          STATION RECOVERY (2005)
 AH4433
 AH4433'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4433'RECOVERED IN GOOD CONDITION.
 AH4433
 AH4433                          STATION RECOVERY (2007)
 AH4433
 AH4433'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4433'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF SAINT PAUL, 4.7 MI
 AH4433'(7.6 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.5 MI (4.0 KM)
 AH4433'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4433' 
 AH4433'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING OF
 AH4433'WEST BOUND TRUNK HIGHWAY 110 BRIDGE 19884 OVER CONNECTOR TO WEST BOUND
 AH4433'INTERSTATE HIGHWAY 494, GO 19 FT (5.8 M) SOUTH OF WEST BOUND TRUNK
 AH4433'HIGHWAY 110, 1.1 FT (0.3 M) NORTH OF THE SOUTHEAST CORNER OF SOUTH
 AH4433'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4434 ***********************************************************************
 AH4434  DESIGNATION -  1918 G
 AH4434  PID         -  AH4434
 AH4434  STATE/COUNTY-  MN/DAKOTA
 AH4434  COUNTRY     -  US
 AH4434  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4434
 AH4434                         *CURRENT SURVEY CONTROL
 AH4434  ______________________________________________________________________
 AH4434* NAD 83(1986) POSITION- 44 52 29.78   (N) 093 04 30.30   (W)   HD_HELD1  
 AH4434* NAVD 88 ORTHO HEIGHT -   298.187  (meters)     978.30  (feet) ADJUSTED  
 AH4434  ______________________________________________________________________
 AH4434  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 AH4434  DYNAMIC HEIGHT  -        298.180 (meters)      978.28  (feet) COMP
 AH4434  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AH4434
 AH4434  VERT ORDER      -  SECOND    CLASS I
 AH4434
 AH4434.The horizontal coordinates were established by differentially corrected
 AH4434.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4434.
 AH4434.The orthometric height was determined by differential leveling and
 AH4434.adjusted in June 2000.
 AH4434
 AH4434.Photographs are available for this station.
 AH4434
 AH4434.The dynamic height is computed by dividing the NAVD 88
 AH4434.geopotential number by the normal gravity value computed on the
 AH4434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4434.degrees latitude (g = 980.6199 gals.).
 AH4434
 AH4434.The modeled gravity was interpolated from observed gravity values.
 AH4434
 AH4434;                    North         East    Units  Estimated Accuracy
 AH4434;SPC MN S     -   308,742.8     873,079.5     MT  (+/- 3 meters HH1 GPS) 
 AH4434
 AH4434                          SUPERSEDED SURVEY CONTROL
 AH4434
 AH4434.No superseded survey control is available for this station.
 AH4434
 AH4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9406969060(NAD 83)
 AH4434
 AH4434_MARKER: DV = VERTICAL CONTROL DISK
 AH4434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4434_SP_SET: BRIDGE RAILING
 AH4434_STAMPING: 1918 G 1989
 AH4434_MARK LOGO: MNDT  
 AH4434_PROJECTION: FLUSH
 AH4434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4434+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4434
 AH4434  HISTORY     - Date     Condition        Report By
 AH4434  HISTORY     - 1989     MONUMENTED       MNDT
 AH4434  HISTORY     - 20021201 GOOD             USPSQD
 AH4434  HISTORY     - 20050111 GOOD             USPSQD
 AH4434  HISTORY     - 20070613 GOOD             MNDT
 AH4434
 AH4434                          STATION DESCRIPTION
 AH4434
 AH4434'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4434'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4434'JUNCTION OF TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 494, AND IN THE
 AH4434'NE 1/4 OF SECTION 32, T28N, R22W.  THE MARK IS 25.5 FEET
 AH4434'SOUTH-SOUTHWEST OF THE CENTERLINE OF EASTBOUND HIGHWAY 110 AND 0.7
 AH4434'FOOT WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4434'RAILING. THE MARK, A STANDARD MNDT REFERENCE MARK DISK STAMPED---1918
 AH4434'G 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST
 AH4434'CORNER OF BRIDGE NUMBER 19853 (EASTBOUND HIGHWAY 110 OVER HIGHWAY
 AH4434'494).
 AH4434
 AH4434                          STATION RECOVERY (2002)
 AH4434
 AH4434'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4434'RECOVERED IN GOOD CONDITION.
 AH4434
 AH4434                          STATION RECOVERY (2005)
 AH4434
 AH4434'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4434'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4434
 AH4434                          STATION RECOVERY (2007)
 AH4434
 AH4434'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4434'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF SAINT PAUL, 4.7 MI
 AH4434'(7.6 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.4 MI (3.9 KM)
 AH4434'NORTHWEST OF INVER GROVE HEIGHTS.
 AH4434' 
 AH4434'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, AT THE JUNCTION OF TRUNK
 AH4434'HIGHWAY 110 AND INTERSTATE HIGHWAY 494, IN THE TOP OF RAILING AT
 AH4434'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 110 BRIDGE 19853 OVER
 AH4434'INTERSTATE HIGHWAY 494, GO 25.5 FT (7.8 M) SOUTH-SOUTHWEST OF
 AH4434'EASTBOUND TRUNK HIGHWAY 110, 0.7 FT (0.2 M) WEST-NORTHWEST OF SOUTH
 AH4434'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0882 ***********************************************************************
 PP0882  DESIGNATION -  1919 A
 PP0882  PID         -  PP0882
 PP0882  STATE/COUNTY-  MN/DAKOTA
 PP0882  COUNTRY     -  US
 PP0882  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0882
 PP0882                         *CURRENT SURVEY CONTROL
 PP0882  ______________________________________________________________________
 PP0882* NAD 83(1986) POSITION- 44 40 22.43   (N) 093 17 36.20   (W)   HD_HELD1  
 PP0882* NAVD 88 ORTHO HEIGHT -   301.644  (meters)     989.64  (feet) ADJUSTED  
 PP0882  ______________________________________________________________________
 PP0882  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 PP0882  DYNAMIC HEIGHT  -        301.622 (meters)      989.57  (feet) COMP
 PP0882  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PP0882
 PP0882  VERT ORDER      -  SECOND    CLASS 0
 PP0882
 PP0882.The horizontal coordinates were established by differentially corrected
 PP0882.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0882.
 PP0882.The orthometric height was determined by differential leveling and
 PP0882.adjusted in June 1991.
 PP0882
 PP0882.Photographs are available for this station.
 PP0882
 PP0882.The dynamic height is computed by dividing the NAVD 88
 PP0882.geopotential number by the normal gravity value computed on the
 PP0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0882.degrees latitude (g = 980.6199 gals.).
 PP0882
 PP0882.The modeled gravity was interpolated from observed gravity values.
 PP0882
 PP0882;                    North         East    Units  Estimated Accuracy
 PP0882;SPC MN S     -   286,120.6     856,025.3     MT  (+/- 3 meters HH1 GPS) 
 PP0882
 PP0882                          SUPERSEDED SURVEY CONTROL
 PP0882
 PP0882  NGVD 29 (??/??/92)  301.596  (m)          989.49   (f) ADJ UNCH    2 0
 PP0882
 PP0882.Superseded values are not recommended for survey control.
 PP0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0882.See file dsdata.txt to determine how the superseded data were derived.
 PP0882
 PP0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7674546656(NAD 83)
 PP0882
 PP0882_MARKER: DB = BENCH MARK DISK
 PP0882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0882_SP_SET: BRIDGE ABUTMENT
 PP0882_STAMPING: 1919 A 1947
 PP0882_MARK LOGO: MNHD  
 PP0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0882+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0882
 PP0882  HISTORY     - Date     Condition        Report By
 PP0882  HISTORY     - 1947     MONUMENTED       MNHD
 PP0882  HISTORY     - 1971     GOOD             MNDT
 PP0882  HISTORY     - 20061028 GOOD             USPSQD
 PP0882  HISTORY     - 20070620 GOOD             MNDT
 PP0882
 PP0882                          STATION DESCRIPTION
 PP0882
 PP0882'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0882'IN LAKEVILLE.
 PP0882'MARK IS LOCATED 2.1 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF T.H.
 PP0882'50 AND FAI 35W IN LAKEVILLE, 0.4 MILES NORTH OF 195TH STREET, IN THE
 PP0882'SOUTHEAST CORNER OF BRIDGE NO. 6556, FAI 35 EAST FRONTAGE ROAD (OLD
 PP0882'T.H. 65) OVER THE NORTHWEST CORNER (CHANNEL) OF MARION LAKE.  NW 1/4
 PP0882'SECTION 24, T 114N, R 21W.
 PP0882
 PP0882                          STATION RECOVERY (2006)
 PP0882
 PP0882'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 PP0882'RECOVERED IN GOOD CONDITION.
 PP0882
 PP0882                          STATION RECOVERY (2007)
 PP0882
 PP0882'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0882'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 PP0882'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 7.0 MI
 PP0882'(11.3 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0882' 
 PP0882'TO REACH TO THE MARK AT LAKEVILLE, GO 2.1 MI (3.4 KM) SOUTH OF THE
 PP0882'JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 50, IN SOUTHEAST
 PP0882'CORNER OF INTERSTATE HIGHWAY 35 EAST FRONTAGE ROAD BRIDGE 6556 OVER
 PP0882'CHANNEL OF MARION LAKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4314 ***********************************************************************
 DM4314  DESIGNATION -  1920 A
 DM4314  PID         -  DM4314
 DM4314  STATE/COUNTY-  MN/DAKOTA
 DM4314  COUNTRY     -  US
 DM4314  USGS QUAD   -  NORTHFIELD (1991)
 DM4314
 DM4314                         *CURRENT SURVEY CONTROL
 DM4314  ______________________________________________________________________
 DM4314* NAD 83(1986) POSITION- 44 28 30.     (N) 093 09 06.     (W)   SCALED    
 DM4314* NAVD 88 ORTHO HEIGHT -   282.189  (meters)     925.82  (feet) ADJUSTED  
 DM4314  ______________________________________________________________________
 DM4314  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DM4314  DYNAMIC HEIGHT  -        282.155 (meters)      925.70  (feet) COMP
 DM4314  MODELED GRAVITY -    980,490.5   (mgal)                       NAVD 88
 DM4314
 DM4314  VERT ORDER      -  SECOND    CLASS I
 DM4314
 DM4314.The horizontal coordinates were scaled from a topographic map and have
 DM4314.an estimated accuracy of +/- 6 seconds.
 DM4314.
 DM4314.The orthometric height was determined by differential leveling and
 DM4314.adjusted in February 2011.
 DM4314
 DM4314.The dynamic height is computed by dividing the NAVD 88
 DM4314.geopotential number by the normal gravity value computed on the
 DM4314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4314.degrees latitude (g = 980.6199 gals.).
 DM4314
 DM4314.The modeled gravity was interpolated from observed gravity values.
 DM4314
 DM4314;                    North         East    Units  Estimated Accuracy
 DM4314;SPC MN S     -   264,240.      867,490.      MT  (+/- 180 meters Scaled)
 DM4314
 DM4314                          SUPERSEDED SURVEY CONTROL
 DM4314
 DM4314.No superseded survey control is available for this station.
 DM4314
 DM4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK879246(NAD 83)
 DM4314
 DM4314_MARKER: DB = BENCH MARK DISK
 DM4314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4314_SP_SET: BOX CULVERT HEADWALL
 DM4314_STAMPING: 1920 A 1958
 DM4314_MARK LOGO: MNDT  
 DM4314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM4314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4314+STABILITY: SURFACE MOTION
 DM4314
 DM4314  HISTORY     - Date     Condition        Report By
 DM4314  HISTORY     - 1958     MONUMENTED       MNDT
 DM4314  HISTORY     - 19920122 POOR             MNDT
 DM4314
 DM4314                          STATION DESCRIPTION
 DM4314
 DM4314'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4314'THE MARK IS 1.3 MI (2.1 KM) NORTH OF NORTHFIELD, 0.6 MI (1.0 KM) SOUTH
 DM4314'OF JCT OF TH 3 AND CO RD 47 IN WATERFORD.
 DM4314' 
 DM4314'IT IS 1500 FT (457.2 M) NORTH OF CO RD LINE, 42.5 FT (13.0 M) EAST OF
 DM4314'TH 3, AT TH 3 MP 14.25, AT TH 3 STA 567+71, IN SE COR OF TH 3 BOX
 DM4314'CULVERT.
 DM4314' 
 DM4314'NOTE--CONCRETE AROUND DISK WAS FOUND TO BE BREAKING UP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4309 ***********************************************************************
 DM4309  DESIGNATION -  1920 A 1
 DM4309  PID         -  DM4309
 DM4309  STATE/COUNTY-  MN/DAKOTA
 DM4309  COUNTRY     -  US
 DM4309  USGS QUAD   -  CASTLE ROCK (1974)
 DM4309
 DM4309                         *CURRENT SURVEY CONTROL
 DM4309  ______________________________________________________________________
 DM4309* NAD 83(1986) POSITION- 44 30 30.     (N) 093 08 42.     (W)   SCALED    
 DM4309* NAVD 88 ORTHO HEIGHT -   280.834  (meters)     921.37  (feet) ADJUSTED  
 DM4309  ______________________________________________________________________
 DM4309  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DM4309  DYNAMIC HEIGHT  -        280.801 (meters)      921.26  (feet) COMP
 DM4309  MODELED GRAVITY -    980,492.2   (mgal)                       NAVD 88
 DM4309
 DM4309  VERT ORDER      -  SECOND    CLASS I
 DM4309
 DM4309.The horizontal coordinates were scaled from a topographic map and have
 DM4309.an estimated accuracy of +/- 6 seconds.
 DM4309.
 DM4309.The orthometric height was determined by differential leveling and
 DM4309.adjusted in February 2011.
 DM4309
 DM4309.The dynamic height is computed by dividing the NAVD 88
 DM4309.geopotential number by the normal gravity value computed on the
 DM4309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4309.degrees latitude (g = 980.6199 gals.).
 DM4309
 DM4309.The modeled gravity was interpolated from observed gravity values.
 DM4309
 DM4309;                    North         East    Units  Estimated Accuracy
 DM4309;SPC MN S     -   267,950.      867,980.      MT  (+/- 180 meters Scaled)
 DM4309
 DM4309                          SUPERSEDED SURVEY CONTROL
 DM4309
 DM4309.No superseded survey control is available for this station.
 DM4309
 DM4309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884283(NAD 83)
 DM4309
 DM4309_MARKER: DB = BENCH MARK DISK
 DM4309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4309_SP_SET: BRIDGE ABUTMENT
 DM4309_STAMPING: 1920 A1 1948
 DM4309_MARK LOGO: MNDT  
 DM4309_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4309
 DM4309  HISTORY     - Date     Condition        Report By
 DM4309  HISTORY     - 1948     MONUMENTED       MNDT
 DM4309  HISTORY     - 19920121 GOOD             MNDT
 DM4309
 DM4309                          STATION DESCRIPTION
 DM4309
 DM4309'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4309'THE MARK IS 3.4 MI (5.5 KM) NORTH OF NORTHFIELD, 1.6 MI (2.6 KM) NORTH
 DM4309'OF JCT OF TH 3 AND CO RD 1 IN WATERFORD, AT TH 3 MP 16.75, AT TH 3 STA
 DM4309'697+50, IN SE COR OF TH 3 BRDG NO 3913 OVER DITCH, 22 FT (6.7 M) EAST
 DM4309'OF TH 3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4289 ***********************************************************************
 DM4289  DESIGNATION -  1920 AA
 DM4289  PID         -  DM4289
 DM4289  STATE/COUNTY-  MN/DAKOTA
 DM4289  COUNTRY     -  US
 DM4289  USGS QUAD   -  CASTLE ROCK (1974)
 DM4289
 DM4289                         *CURRENT SURVEY CONTROL
 DM4289  ______________________________________________________________________
 DM4289* NAD 83(1986) POSITION- 44 34 58.     (N) 093 08 12.     (W)   SCALED    
 DM4289* NAVD 88 ORTHO HEIGHT -   310.942  (meters)    1020.15  (feet) ADJUSTED  
 DM4289  ______________________________________________________________________
 DM4289  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 DM4289  DYNAMIC HEIGHT  -        310.907 (meters)     1020.03  (feet) COMP
 DM4289  MODELED GRAVITY -    980,498.3   (mgal)                       NAVD 88
 DM4289
 DM4289  VERT ORDER      -  SECOND    CLASS I
 DM4289
 DM4289.The horizontal coordinates were scaled from a topographic map and have
 DM4289.an estimated accuracy of +/- 6 seconds.
 DM4289.
 DM4289.The orthometric height was determined by differential leveling and
 DM4289.adjusted in February 2011.
 DM4289
 DM4289.The dynamic height is computed by dividing the NAVD 88
 DM4289.geopotential number by the normal gravity value computed on the
 DM4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4289.degrees latitude (g = 980.6199 gals.).
 DM4289
 DM4289.The modeled gravity was interpolated from observed gravity values.
 DM4289
 DM4289;                    North         East    Units  Estimated Accuracy
 DM4289;SPC MN S     -   276,230.      868,560.      MT  (+/- 180 meters Scaled)
 DM4289
 DM4289                          SUPERSEDED SURVEY CONTROL
 DM4289
 DM4289.No superseded survey control is available for this station.
 DM4289
 DM4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891366(NAD 83)
 DM4289
 DM4289_MARKER: DV = VERTICAL CONTROL DISK
 DM4289_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4289_STAMPING: 1920 AA 1992
 DM4289_MARK LOGO: MNDT  
 DM4289_PROJECTION: FLUSH
 DM4289_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4289_ROD/PIPE-DEPTH:  4.0 meters
 DM4289
 DM4289  HISTORY     - Date     Condition        Report By
 DM4289  HISTORY     - 1992     MONUMENTED       MNDT
 DM4289
 DM4289                          STATION DESCRIPTION
 DM4289
 DM4289'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4289'THE MARK IS 3.25 MI (5.2 KM) SOUTH OF FARMINGTON ALONG TRUNK HIGHWAY 3
 DM4289'FROM THE JUNCTION TRUNK HIGHWAY 50 EAST.
 DM4289' 
 DM4289'IT IS 55 FT (16.8 M) WEST OF TRUNK HIGHWAY 3, 1200 FT (365.8 M) NORTH
 DM4289'OF 255TH ST WEST, 400 FT (121.9 M) NORTH OF MILEPOST 22, 26 FT (7.9 M)
 DM4289'NORTH OF T-POLE, 17 FT (5.2 M) WEST OF HORIZONTAL CONTROL MARK ETHYL,
 DM4289'1 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4287 ***********************************************************************
 DM4287  DESIGNATION -  1920 AB
 DM4287  PID         -  DM4287
 DM4287  STATE/COUNTY-  MN/DAKOTA
 DM4287  COUNTRY     -  US
 DM4287  USGS QUAD   -  CASTLE ROCK (1974)
 DM4287
 DM4287                         *CURRENT SURVEY CONTROL
 DM4287  ______________________________________________________________________
 DM4287* NAD 83(1986) POSITION- 44 35 36.     (N) 093 08 11.     (W)   SCALED    
 DM4287* NAVD 88 ORTHO HEIGHT -   307.788  (meters)    1009.80  (feet) ADJUSTED  
 DM4287  ______________________________________________________________________
 DM4287  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 DM4287  DYNAMIC HEIGHT  -        307.754 (meters)     1009.69  (feet) COMP
 DM4287  MODELED GRAVITY -    980,499.5   (mgal)                       NAVD 88
 DM4287
 DM4287  VERT ORDER      -  SECOND    CLASS I
 DM4287
 DM4287.The horizontal coordinates were scaled from a topographic map and have
 DM4287.an estimated accuracy of +/- 6 seconds.
 DM4287.
 DM4287.The orthometric height was determined by differential leveling and
 DM4287.adjusted in February 2011.
 DM4287
 DM4287.The dynamic height is computed by dividing the NAVD 88
 DM4287.geopotential number by the normal gravity value computed on the
 DM4287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4287.degrees latitude (g = 980.6199 gals.).
 DM4287
 DM4287.The modeled gravity was interpolated from observed gravity values.
 DM4287
 DM4287;                    North         East    Units  Estimated Accuracy
 DM4287;SPC MN S     -   277,400.      868,570.      MT  (+/- 180 meters Scaled)
 DM4287
 DM4287                          SUPERSEDED SURVEY CONTROL
 DM4287
 DM4287.No superseded survey control is available for this station.
 DM4287
 DM4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891377(NAD 83)
 DM4287
 DM4287_MARKER: DV = VERTICAL CONTROL DISK
 DM4287_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4287_STAMPING: 1920 AB 1992
 DM4287_MARK LOGO: MNDT  
 DM4287_PROJECTION: FLUSH
 DM4287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4287_ROD/PIPE-DEPTH:  5.5 meters
 DM4287
 DM4287  HISTORY     - Date     Condition        Report By
 DM4287  HISTORY     - 1992     MONUMENTED       MNDT
 DM4287
 DM4287                          STATION DESCRIPTION
 DM4287
 DM4287'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4287'THE MARK IS 2.5 MILES (4.0 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4287'TH 50 EAST, 62 FT (18.9 M) EAST OF TH 3, 32 FT (9.8 M) SOUTH OF
 DM4287'ENTRANCE TO HOUSE NO 24615, 5 FT (1.5 M) SE OF P-POLE WITH ANCHOR, 1
 DM4287'FT (0.3 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4284 ***********************************************************************
 DM4284  DESIGNATION -  1920 AC
 DM4284  PID         -  DM4284
 DM4284  STATE/COUNTY-  MN/DAKOTA
 DM4284  COUNTRY     -  US
 DM4284  USGS QUAD   -  CASTLE ROCK (1974)
 DM4284
 DM4284                         *CURRENT SURVEY CONTROL
 DM4284  ______________________________________________________________________
 DM4284* NAD 83(1986) POSITION- 44 36 32.     (N) 093 08 12.     (W)   SCALED    
 DM4284* NAVD 88 ORTHO HEIGHT -   290.774  (meters)     953.98  (feet) ADJUSTED  
 DM4284  ______________________________________________________________________
 DM4284  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 DM4284  DYNAMIC HEIGHT  -        290.743 (meters)      953.88  (feet) COMP
 DM4284  MODELED GRAVITY -    980,501.4   (mgal)                       NAVD 88
 DM4284
 DM4284  VERT ORDER      -  SECOND    CLASS I
 DM4284
 DM4284.The horizontal coordinates were scaled from a topographic map and have
 DM4284.an estimated accuracy of +/- 6 seconds.
 DM4284.
 DM4284.The orthometric height was determined by differential leveling and
 DM4284.adjusted in February 2011.
 DM4284
 DM4284.The dynamic height is computed by dividing the NAVD 88
 DM4284.geopotential number by the normal gravity value computed on the
 DM4284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4284.degrees latitude (g = 980.6199 gals.).
 DM4284
 DM4284.The modeled gravity was interpolated from observed gravity values.
 DM4284
 DM4284;                    North         East    Units  Estimated Accuracy
 DM4284;SPC MN S     -   279,130.      868,530.      MT  (+/- 180 meters Scaled)
 DM4284
 DM4284                          SUPERSEDED SURVEY CONTROL
 DM4284
 DM4284.No superseded survey control is available for this station.
 DM4284
 DM4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891395(NAD 83)
 DM4284
 DM4284_MARKER: DV = VERTICAL CONTROL DISK
 DM4284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4284_STAMPING: 1920 AC 1992
 DM4284_MARK LOGO: MNDT  
 DM4284_PROJECTION: FLUSH
 DM4284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4284_ROD/PIPE-DEPTH:  4.0 meters
 DM4284
 DM4284  HISTORY     - Date     Condition        Report By
 DM4284  HISTORY     - 1992     MONUMENTED       MNDT
 DM4284
 DM4284                          STATION DESCRIPTION
 DM4284
 DM4284'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4284'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF FARMINGTON ALONG TRUNK HIGHWAY 3
 DM4284'FROM THE JUNCTION TRUNK HIGHWAY 50 EAST.
 DM4284' 
 DM4284'IT IS 66 FT (20.1 M) WEST OF TRUNK HIGHWAY 3 AT NORTH PROPERTY LINE AT
 DM4284'HOUSE NO 23545, 106 FT (32.3 M) SOUTH OF 4 FT (1.2 M) DIAMETER ROCK,
 DM4284'7.5 FT (2.3 M) EAST OF A 36 INCH (91 CM) MAPLE TREE, 22.5 FT (6.9 M)
 DM4284'NORTH OF A TELEPHONE PEDESTAL, 1 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4283 ***********************************************************************
 DM4283  DESIGNATION -  1920 AD
 DM4283  PID         -  DM4283
 DM4283  STATE/COUNTY-  MN/DAKOTA
 DM4283  COUNTRY     -  US
 DM4283  USGS QUAD   -  CASTLE ROCK (1974)
 DM4283
 DM4283                         *CURRENT SURVEY CONTROL
 DM4283  ______________________________________________________________________
 DM4283* NAD 83(1986) POSITION- 44 36 56.     (N) 093 08 10.     (W)   SCALED    
 DM4283* NAVD 88 ORTHO HEIGHT -   277.665  (meters)     910.97  (feet) ADJUSTED  
 DM4283  ______________________________________________________________________
 DM4283  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 DM4283  DYNAMIC HEIGHT  -        277.635 (meters)      910.87  (feet) COMP
 DM4283  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 DM4283
 DM4283  VERT ORDER      -  SECOND    CLASS I
 DM4283
 DM4283.The horizontal coordinates were scaled from a topographic map and have
 DM4283.an estimated accuracy of +/- 6 seconds.
 DM4283.
 DM4283.The orthometric height was determined by differential leveling and
 DM4283.adjusted in February 2011.
 DM4283
 DM4283.The dynamic height is computed by dividing the NAVD 88
 DM4283.geopotential number by the normal gravity value computed on the
 DM4283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4283.degrees latitude (g = 980.6199 gals.).
 DM4283
 DM4283.The modeled gravity was interpolated from observed gravity values.
 DM4283
 DM4283;                    North         East    Units  Estimated Accuracy
 DM4283;SPC MN S     -   279,870.      868,560.      MT  (+/- 180 meters Scaled)
 DM4283
 DM4283                          SUPERSEDED SURVEY CONTROL
 DM4283
 DM4283.No superseded survey control is available for this station.
 DM4283
 DM4283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892402(NAD 83)
 DM4283
 DM4283_MARKER: DV = VERTICAL CONTROL DISK
 DM4283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4283_STAMPING: 1920 AD 1992
 DM4283_MARK LOGO: MNDT  
 DM4283_PROJECTION: FLUSH
 DM4283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4283_ROD/PIPE-DEPTH:  7.0 meters
 DM4283
 DM4283  HISTORY     - Date     Condition        Report By
 DM4283  HISTORY     - 1992     MONUMENTED       MNDT
 DM4283
 DM4283                          STATION DESCRIPTION
 DM4283
 DM4283'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4283'THE MARK IS 1 MILE (1.6 KM) SOUTH ALONG TH 3 FROM JCT TH 50 EAST AT
 DM4283'FARMINGTON, 72 FT (21.9 M) EAST OF TH 3, AT ENTRANCE TO HOUSE NO
 DM4283'23065, 8 FT (2.4 M) NORTH OF FIELD ENTRANCE, 3 FT (0.9 M) WEST OF
 DM4283'CORNER FENCE POST, 1 FT (0.3 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4280 ***********************************************************************
 DM4280  DESIGNATION -  1920 AE
 DM4280  PID         -  DM4280
 DM4280  STATE/COUNTY-  MN/DAKOTA
 DM4280  COUNTRY     -  US
 DM4280  USGS QUAD   -  CASTLE ROCK (1974)
 DM4280
 DM4280                         *CURRENT SURVEY CONTROL
 DM4280  ______________________________________________________________________
 DM4280* NAD 83(1986) POSITION- 44 37 23.     (N) 093 08 12.     (W)   SCALED    
 DM4280* NAVD 88 ORTHO HEIGHT -   280.321  (meters)     919.69  (feet) ADJUSTED  
 DM4280  ______________________________________________________________________
 DM4280  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DM4280  DYNAMIC HEIGHT  -        280.291 (meters)      919.59  (feet) COMP
 DM4280  MODELED GRAVITY -    980,503.2   (mgal)                       NAVD 88
 DM4280
 DM4280  VERT ORDER      -  SECOND    CLASS I
 DM4280
 DM4280.The horizontal coordinates were scaled from a topographic map and have
 DM4280.an estimated accuracy of +/- 6 seconds.
 DM4280.
 DM4280.The orthometric height was determined by differential leveling and
 DM4280.adjusted in February 2011.
 DM4280
 DM4280.The dynamic height is computed by dividing the NAVD 88
 DM4280.geopotential number by the normal gravity value computed on the
 DM4280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4280.degrees latitude (g = 980.6199 gals.).
 DM4280
 DM4280.The modeled gravity was interpolated from observed gravity values.
 DM4280
 DM4280;                    North         East    Units  Estimated Accuracy
 DM4280;SPC MN S     -   280,700.      868,510.      MT  (+/- 180 meters Scaled)
 DM4280
 DM4280                          SUPERSEDED SURVEY CONTROL
 DM4280
 DM4280.No superseded survey control is available for this station.
 DM4280
 DM4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891410(NAD 83)
 DM4280
 DM4280_MARKER: DV = VERTICAL CONTROL DISK
 DM4280_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4280_STAMPING: 1920 AE 1992
 DM4280_MARK LOGO: MNDT  
 DM4280_PROJECTION: FLUSH
 DM4280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4280_ROD/PIPE-DEPTH: 10.1 meters
 DM4280
 DM4280  HISTORY     - Date     Condition        Report By
 DM4280  HISTORY     - 1992     MONUMENTED       MNDT
 DM4280
 DM4280                          STATION DESCRIPTION
 DM4280
 DM4280'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4280'THE MARK IS 0.5 MI (0.8 KM) SOUTH OF THE JUNCTION TRUNK HIGHWAY 50
 DM4280'EAST AND TRUNK HIGHWAY 3 IN FARMINGTON.
 DM4280' 
 DM4280'IT IS 54 FT (16.5 M) WEST OF TRUNK HIGHWAY 3 AT 225TH ST, IN FRONT OF
 DM4280'HOUSE NO 22547, 79 FT (24.1 M) SOUTH OF DRIVEWAY, 55 FT (16.8 M) NORTH
 DM4280'OF TELEPHONE PEDESTAL, 20 FT (6.1 M) NORTH OF 36 INCH (91 CM) MAPLE
 DM4280'TREE, 1 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AA5382 ***********************************************************************
 AA5382  DESIGNATION -  1920 AF
 AA5382  PID         -  AA5382
 AA5382  STATE/COUNTY-  MN/DAKOTA
 AA5382  COUNTRY     -  US
 AA5382  USGS QUAD   -  FARMINGTON (1993)
 AA5382
 AA5382                         *CURRENT SURVEY CONTROL
 AA5382  ______________________________________________________________________
 AA5382* NAD 83(1986) POSITION- 44 37 55.85   (N) 093 08 11.78   (W)   HD_HELD1  
 AA5382* NAVD 88 ORTHO HEIGHT -   275.400  (meters)     903.54  (feet) ADJUSTED  
 AA5382  ______________________________________________________________________
 AA5382  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 AA5382  DYNAMIC HEIGHT  -        275.371 (meters)      903.45  (feet) COMP
 AA5382  MODELED GRAVITY -    980,504.3   (mgal)                       NAVD 88
 AA5382
 AA5382  VERT ORDER      -  SECOND    CLASS I
 AA5382
 AA5382.The horizontal coordinates were established by differentially corrected
 AA5382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AA5382.
 AA5382.The orthometric height was determined by differential leveling and
 AA5382.adjusted in February 2011.
 AA5382
 AA5382.Photographs are available for this station.
 AA5382
 AA5382.The dynamic height is computed by dividing the NAVD 88
 AA5382.geopotential number by the normal gravity value computed on the
 AA5382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5382.degrees latitude (g = 980.6199 gals.).
 AA5382
 AA5382.The modeled gravity was interpolated from observed gravity values.
 AA5382
 AA5382;                    North         East    Units  Estimated Accuracy
 AA5382;SPC MN S     -   281,716.0     868,503.6     MT  (+/- 3 meters HH1 GPS) 
 AA5382
 AA5382                          SUPERSEDED SURVEY CONTROL
 AA5382
 AA5382.No superseded survey control is available for this station.
 AA5382
 AA5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916442100(NAD 83)
 AA5382
 AA5382_MARKER: DV = VERTICAL CONTROL DISK
 AA5382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA5382_SP_SET: SIGN BASE
 AA5382_STAMPING: 1920 AF 1992
 AA5382_MARK LOGO: MNDT  
 AA5382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5382+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 AA5382
 AA5382  HISTORY     - Date     Condition        Report By
 AA5382  HISTORY     - 1992     MONUMENTED       MNDT
 AA5382  HISTORY     - 1992     GOOD             MNDT
 AA5382  HISTORY     - 19950322 GOOD             NGS
 AA5382  HISTORY     - 20070625 GOOD             MNDT
 AA5382
 AA5382                          STATION DESCRIPTION
 AA5382
 AA5382'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 AA5382'THE MARK IS IN FARMINGTON, 0.6 MILE (1.0 KM) SOUTH OF JCT TH 50 EAST
 AA5382'AND TH 3.
 AA5382' 
 AA5382'IT IS 70 FT (21.3 M) EAST OF NB TH 3, 24 FT (7.3 M) EAST OF 8TH ST, IN
 AA5382'WEST FOOTING OF TOWNSEDGE SHOPPING CENTER SIGN, 43 FT (13.1 M) NORTH
 AA5382'OF ENTRANCE.
 AA5382
 AA5382                          STATION RECOVERY (1995)
 AA5382
 AA5382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 AA5382'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 0.5 MI
 AA5382'(0.8 KM) SOUTH OF THE TOWN OF FARMINGTON IN THE SW 1/4 OF SECTION 32,
 AA5382'T114N, R19W.  TO REACH THE MARK FROM THE JCT OF TH 3 AND TH 50, GO
 AA5382'NORTH FOR 0.1 MI (0.2 KM) ALONG TH 3 TO THE MARK ON THE RIGHT.  THE
 AA5382'MARK, A VERTICAL CONTROL DISK SET IN THE WEST FOOTING OF THE TOWNSEDGE
 AA5382'SHOPPING CENTER SIGN, IS 70 FT (21.3 M) EAST OF NB TH 3, 24 FT (7.3 M)
 AA5382'EAST OF THE FRONTAGE RD, AND 43 FT (13.1 M) NORTH OF THE SHOPPING
 AA5382'CENTER ENTRANCE.  RECOVERED AND DESCRIBED BY DIXON B.HOYLE, TYPED BY
 AA5382'J.E.M.
 AA5382
 AA5382                          STATION RECOVERY (2007)
 AA5382
 AA5382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AA5382'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF COATES, 6.1 MI
 AA5382'(9.8 KM) NORTH OF CASTLE ROCK AND 0.7 MI (1.1 KM) SOUTH-SOUTHEAST OF
 AA5382'FARMINGTON.
 AA5382' 
 AA5382'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) SOUTH OF FARMINGTON, 0.1 MI
 AA5382'(0.2 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK
 AA5382'HIGHWAY 3 AND TRUNK HIGHWAY 50 WEST, IN WEST FOOTING OF FARMINGTON
 AA5382'MALL SHOPPING CENTER SIGN, 70 FT (21.3 M) EAST OF NORTHBOUND TRUNK
 AA5382'HIGHWAY 3, 24 FT (7.3 M) EAST OF FRONTAGE ROAD, 43 FT (13.1 M) NORTH
 AA5382'OF SHOPPING CENTER ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4308 ***********************************************************************
 DM4308  DESIGNATION -  1920 B
 DM4308  PID         -  DM4308
 DM4308  STATE/COUNTY-  MN/DAKOTA
 DM4308  COUNTRY     -  US
 DM4308  USGS QUAD   -  CASTLE ROCK (1974)
 DM4308
 DM4308                         *CURRENT SURVEY CONTROL
 DM4308  ______________________________________________________________________
 DM4308* NAD 83(1986) POSITION- 44 30 42.     (N) 093 08 42.     (W)   SCALED    
 DM4308* NAVD 88 ORTHO HEIGHT -   281.292  (meters)     922.87  (feet) ADJUSTED  
 DM4308  ______________________________________________________________________
 DM4308  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DM4308  DYNAMIC HEIGHT  -        281.259 (meters)      922.76  (feet) COMP
 DM4308  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 DM4308
 DM4308  VERT ORDER      -  SECOND    CLASS I
 DM4308
 DM4308.The horizontal coordinates were scaled from a topographic map and have
 DM4308.an estimated accuracy of +/- 6 seconds.
 DM4308.
 DM4308.The orthometric height was determined by differential leveling and
 DM4308.adjusted in February 2011.
 DM4308
 DM4308.The dynamic height is computed by dividing the NAVD 88
 DM4308.geopotential number by the normal gravity value computed on the
 DM4308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4308.degrees latitude (g = 980.6199 gals.).
 DM4308
 DM4308.The modeled gravity was interpolated from observed gravity values.
 DM4308
 DM4308;                    North         East    Units  Estimated Accuracy
 DM4308;SPC MN S     -   268,320.      867,980.      MT  (+/- 180 meters Scaled)
 DM4308
 DM4308                          SUPERSEDED SURVEY CONTROL
 DM4308
 DM4308.No superseded survey control is available for this station.
 DM4308
 DM4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884287(NAD 83)
 DM4308
 DM4308_MARKER: DB = BENCH MARK DISK
 DM4308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4308_SP_SET: BRIDGE ABUTMENT
 DM4308_STAMPING: 1920 B 1948
 DM4308_MARK LOGO: MNDT  
 DM4308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4308
 DM4308  HISTORY     - Date     Condition        Report By
 DM4308  HISTORY     - 1948     MONUMENTED       MNDT
 DM4308  HISTORY     - 19920121 GOOD             MNDT
 DM4308
 DM4308                          STATION DESCRIPTION
 DM4308
 DM4308'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4308'THE MARK IS 3.8 MI (6.1 KM) NORTH OF NORTHFIELD, 1.8 MI (2.9 KM) NORTH
 DM4308'OF TH 3 AND CO RD 1 AT WATERFORD, IN SE COR OF BRDG NO 3914 OVER CHUB
 DM4308'CREEK, AT TH 3 MILEPOST 17.0, 22 FT (6.7 M) EAST OF TH 3, AT TH 3 STA
 DM4308'709+50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4204 ***********************************************************************
 DK4204  DESIGNATION -  1920 C
 DK4204  PID         -  DK4204
 DK4204  STATE/COUNTY-  MN/DAKOTA
 DK4204  COUNTRY     -  US
 DK4204  USGS QUAD   -  NORTHFIELD (1991)
 DK4204
 DK4204                         *CURRENT SURVEY CONTROL
 DK4204  ______________________________________________________________________
 DK4204* NAD 83(2007) POSITION- 44 29 08.83515(N) 093 08 45.94493(W)   ADJUSTED  
 DK4204* NAD 83(2007) ELLIP HT-   258.293 (meters)        (02/04/09)   ADJUSTED
 DK4204* NAD 83(2007) EPOCH   -  2002.00
 DK4204* NAVD 88 ORTHO HEIGHT -   286.688  (meters)     940.58  (feet) ADJUSTED  
 DK4204  ______________________________________________________________________
 DK4204  NAD 83(2007) X  -   -250,152.766 (meters)                     COMP
 DK4204  NAD 83(2007) Y  - -4,551,129.694 (meters)                     COMP
 DK4204  NAD 83(2007) Z  -  4,446,942.600 (meters)                     COMP
 DK4204  LAPLACE CORR    -         -8.82  (seconds)                    DEFLEC09
 DK4204  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DK4204  DYNAMIC HEIGHT  -        286.653 (meters)      940.46  (feet) COMP
 DK4204  MODELED GRAVITY -    980,490.3   (mgal)                       NAVD 88
 DK4204
 DK4204  HORZ ORDER      -  FIRST
 DK4204  VERT ORDER      -  SECOND    CLASS I
 DK4204  ELLP ORDER      -  THIRD     CLASS I
 DK4204
 DK4204.The horizontal coordinates were established by GPS observations
 DK4204.and adjusted by the National Geodetic Survey in February 2009.
 DK4204
 DK4204.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4204.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4204
 DK4204.The horizontal coordinates are valid at the epoch date displayed above
 DK4204.which is a decimal equivalence of Year/Month/Day.
 DK4204
 DK4204.The orthometric height was determined by differential leveling and
 DK4204.adjusted in February 2011.
 DK4204
 DK4204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4204
 DK4204.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4204
 DK4204.The ellipsoidal height was determined by GPS observations
 DK4204.and is referenced to NAD 83.
 DK4204
 DK4204.The dynamic height is computed by dividing the NAVD 88
 DK4204.geopotential number by the normal gravity value computed on the
 DK4204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4204.degrees latitude (g = 980.6199 gals.).
 DK4204
 DK4204.The modeled gravity was interpolated from observed gravity values.
 DK4204
 DK4204. The following values were computed from the NAD 83(2007) position.
 DK4204
 DK4204;                    North         East     Units Scale Factor Converg.
 DK4204;SPC MN S     -   265,442.531   867,920.593   MT  0.99992208   +0 35 54.7
 DK4204;SPC MN S     -   870,872.70  2,847,502.81   sFT  0.99992208   +0 35 54.7
 DK4204;UTM  15      - 4,925,840.875   488,382.890   MT  0.99960166   -0 06 08.5
 DK4204
 DK4204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4204!SPC MN S     -   0.99995950  x   0.99992208  =   0.99988159
 DK4204!UTM  15      -   0.99995950  x   0.99960166  =   0.99956118
 DK4204
 DK4204                          SUPERSEDED SURVEY CONTROL
 DK4204
 DK4204  NAD 83(1996)-  44 29 08.83488(N)    093 08 45.94436(W) AD(       ) 1
 DK4204  ELLIP H (04/16/08)  258.345  (m)                       GP(       ) 3 1
 DK4204  NAVD 88 (04/16/08)  286.73   (m)          940.7    (f) LEVELING    3  
 DK4204
 DK4204.Superseded values are not recommended for survey control.
 DK4204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4204.See file dsdata.txt to determine how the superseded data were derived.
 DK4204
 DK4204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8838225840(NAD 83)
 DK4204
 DK4204_MARKER: DB = BENCH MARK DISK
 DK4204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4204_STAMPING: 1920 C 1958
 DK4204_MARK LOGO: MNDT  
 DK4204_PROJECTION: FLUSH
 DK4204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK4204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4204+SATELLITE: SATELLITE OBSERVATIONS - 1958
 DK4204
 DK4204  HISTORY     - Date     Condition        Report By
 DK4204  HISTORY     - 1958     MONUMENTED       MNHD
 DK4204  HISTORY     - 19920121 GOOD             MNDT
 DK4204
 DK4204                          STATION DESCRIPTION
 DK4204
 DK4204'DESCRIBED BY MN HIGHWAY DEPT 1958
 DK4204'2 MILES NORTH OF NORTHFIELD, AT TRUNK HIGHWAY 3 MILEPOINT 15.2, IN
 DK4204'NORTHWEST CORNER OF JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD
 DK4204'96(320TH STREET), 68.5 FEET WEST OF TRUNK HIGHWAY 3, 27.5 FEET NORTH
 DK4204'OF COUNTY ROAD 96, 4.2 FEET SOUTH OF UTILITY POLE, 4.2 FEET SOUTH OF
 DK4204'FENCE CORNER, 0.5 FOOT EAST OF WITNESS POST.
 DK4204
 DK4204                          STATION RECOVERY (1992)
 DK4204
 DK4204'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 DK4204'THE MARK WAS RECOVERED IN GOOD CONDITION 56.5 FT (17.2 M) NORTH OF
 DK4204'T-POLE NO 343.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4311 ***********************************************************************
 DM4311  DESIGNATION -  1920 D
 DM4311  PID         -  DM4311
 DM4311  STATE/COUNTY-  MN/DAKOTA
 DM4311  COUNTRY     -  US
 DM4311  USGS QUAD   -  CASTLE ROCK (1974)
 DM4311
 DM4311                         *CURRENT SURVEY CONTROL
 DM4311  ______________________________________________________________________
 DM4311* NAD 83(1986) POSITION- 44 30 06.     (N) 093 08 42.     (W)   SCALED    
 DM4311* NAVD 88 ORTHO HEIGHT -   285.487  (meters)     936.64  (feet) ADJUSTED  
 DM4311  ______________________________________________________________________
 DM4311  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DM4311  DYNAMIC HEIGHT  -        285.453 (meters)      936.52  (feet) COMP
 DM4311  MODELED GRAVITY -    980,491.6   (mgal)                       NAVD 88
 DM4311
 DM4311  VERT ORDER      -  SECOND    CLASS I
 DM4311
 DM4311.The horizontal coordinates were scaled from a topographic map and have
 DM4311.an estimated accuracy of +/- 6 seconds.
 DM4311.
 DM4311.The orthometric height was determined by differential leveling and
 DM4311.adjusted in February 2011.
 DM4311
 DM4311.The dynamic height is computed by dividing the NAVD 88
 DM4311.geopotential number by the normal gravity value computed on the
 DM4311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4311.degrees latitude (g = 980.6199 gals.).
 DM4311
 DM4311.The modeled gravity was interpolated from observed gravity values.
 DM4311
 DM4311;                    North         East    Units  Estimated Accuracy
 DM4311;SPC MN S     -   267,210.      867,990.      MT  (+/- 180 meters Scaled)
 DM4311
 DM4311                          SUPERSEDED SURVEY CONTROL
 DM4311
 DM4311.No superseded survey control is available for this station.
 DM4311
 DM4311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884276(NAD 83)
 DM4311
 DM4311_MARKER: DB = BENCH MARK DISK
 DM4311_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM4311_STAMPING: 1920 D 1958
 DM4311_MARK LOGO: MNDT  
 DM4311_PROJECTION: FLUSH
 DM4311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4311
 DM4311  HISTORY     - Date     Condition        Report By
 DM4311  HISTORY     - 1958     MONUMENTED       MNDT
 DM4311  HISTORY     - 19920121 GOOD             MNDT
 DM4311
 DM4311                          STATION DESCRIPTION
 DM4311
 DM4311'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4311'THE MARK IS 3.1 MI (5.0 KM) NORTH OF NORTHFIELD.
 DM4311' 
 DM4311'IT IS 58.5 FT (17.8 M) EAST OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 3
 DM4311'MILEPOST 16.25, AT TRUNK HIGHWAY 3 STATION 671+50, 40 FT (12.2 M)
 DM4311'NORTH OF FARM ENTRANCE, 49.3 FT (15.0 M) SOUTH-SOUTHWEST OF POWER
 DM4311'POLE, 3.8 FT (1.2 M) NORTHWEST T-POLE NO 50, 0.4 FT (12 CM) WEST OF A
 DM4311'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4288 ***********************************************************************
 DM4288  DESIGNATION -  1920 G
 DM4288  PID         -  DM4288
 DM4288  STATE/COUNTY-  MN/DAKOTA
 DM4288  COUNTRY     -  US
 DM4288  USGS QUAD   -  CASTLE ROCK (1974)
 DM4288
 DM4288                         *CURRENT SURVEY CONTROL
 DM4288  ______________________________________________________________________
 DM4288* NAD 83(1986) POSITION- 44 35 12.     (N) 093 08 12.     (W)   SCALED    
 DM4288* NAVD 88 ORTHO HEIGHT -   305.597  (meters)    1002.61  (feet) ADJUSTED  
 DM4288  ______________________________________________________________________
 DM4288  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 DM4288  DYNAMIC HEIGHT  -        305.564 (meters)     1002.50  (feet) COMP
 DM4288  MODELED GRAVITY -    980,498.7   (mgal)                       NAVD 88
 DM4288
 DM4288  VERT ORDER      -  SECOND    CLASS I
 DM4288
 DM4288.The horizontal coordinates were scaled from a topographic map and have
 DM4288.an estimated accuracy of +/- 6 seconds.
 DM4288.
 DM4288.The orthometric height was determined by differential leveling and
 DM4288.adjusted in February 2011.
 DM4288
 DM4288.The dynamic height is computed by dividing the NAVD 88
 DM4288.geopotential number by the normal gravity value computed on the
 DM4288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4288.degrees latitude (g = 980.6199 gals.).
 DM4288
 DM4288.The modeled gravity was interpolated from observed gravity values.
 DM4288
 DM4288;                    North         East    Units  Estimated Accuracy
 DM4288;SPC MN S     -   276,660.      868,550.      MT  (+/- 180 meters Scaled)
 DM4288
 DM4288                          SUPERSEDED SURVEY CONTROL
 DM4288
 DM4288.No superseded survey control is available for this station.
 DM4288
 DM4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891370(NAD 83)
 DM4288
 DM4288_MARKER: DB = BENCH MARK DISK
 DM4288_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM4288_STAMPING: 1920 G 1958
 DM4288_MARK LOGO: MNDT  
 DM4288_PROJECTION: FLUSH
 DM4288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4288+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 DM4288
 DM4288  HISTORY     - Date     Condition        Report By
 DM4288  HISTORY     - 1958     MONUMENTED       MNDT
 DM4288  HISTORY     - 19920121 GOOD             MNDT
 DM4288
 DM4288                          STATION DESCRIPTION
 DM4288
 DM4288'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4288'3.7 MI (6.0 KM) SOUTH OF FARMINGTON, 0.5 MI (0.8 KM) NORTH OF THE
 DM4288'JUNCTION OF TRUNK HIGHWAY 3 AND CO ROAD 2.
 DM4288' 
 DM4288'IT IS 56 FT (17.1 M) WEST OF TRUNK HIGHWAY 3, AT TRUNK HIGHWAY 3
 DM4288'STATION 991+37, AT TRUNK HIGHWAY 3 MILEPOST 22.3, 51 FT (15.5 M) NORTH
 DM4288'OF ROAD WEST, 23.8 FT (7.3 M) NORTHWEST OF ST SIGN, 64.5 FT (19.7 M)
 DM4288'SOUTHEAST OF MAILBOX PEDESTAL, 41.3 FT (12.6 M) NORTHEAST OF POWER
 DM4288'POLE, 17 FT (5.2 M) NORTH-NORTHEAST OF T-POLE NO 701, 0.8 FT (24 CM)
 DM4288'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4304 ***********************************************************************
 DM4304  DESIGNATION -  1920 J
 DM4304  PID         -  DM4304
 DM4304  STATE/COUNTY-  MN/DAKOTA
 DM4304  COUNTRY     -  US
 DM4304  USGS QUAD   -  CASTLE ROCK (1974)
 DM4304
 DM4304                         *CURRENT SURVEY CONTROL
 DM4304  ______________________________________________________________________
 DM4304* NAD 83(1986) POSITION- 44 31 30.     (N) 093 08 30.     (W)   SCALED    
 DM4304* NAVD 88 ORTHO HEIGHT -   281.003  (meters)     921.92  (feet) ADJUSTED  
 DM4304  ______________________________________________________________________
 DM4304  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4304  DYNAMIC HEIGHT  -        280.970 (meters)      921.82  (feet) COMP
 DM4304  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 DM4304
 DM4304  VERT ORDER      -  SECOND    CLASS I
 DM4304
 DM4304.The horizontal coordinates were scaled from a topographic map and have
 DM4304.an estimated accuracy of +/- 6 seconds.
 DM4304.
 DM4304.The orthometric height was determined by differential leveling and
 DM4304.adjusted in February 2011.
 DM4304
 DM4304.The dynamic height is computed by dividing the NAVD 88
 DM4304.geopotential number by the normal gravity value computed on the
 DM4304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4304.degrees latitude (g = 980.6199 gals.).
 DM4304
 DM4304.The modeled gravity was interpolated from observed gravity values.
 DM4304
 DM4304;                    North         East    Units  Estimated Accuracy
 DM4304;SPC MN S     -   269,800.      868,230.      MT  (+/- 180 meters Scaled)
 DM4304
 DM4304                          SUPERSEDED SURVEY CONTROL
 DM4304
 DM4304.No superseded survey control is available for this station.
 DM4304
 DM4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK887301(NAD 83)
 DM4304
 DM4304_MARKER: DB = BENCH MARK DISK
 DM4304_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4304_SP_SET: BOX CULVERT HEADWALL
 DM4304_STAMPING: 1920 J 1958
 DM4304_MARK LOGO: MNDT  
 DM4304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4304+STABILITY: SURFACE MOTION
 DM4304
 DM4304  HISTORY     - Date     Condition        Report By
 DM4304  HISTORY     - 1958     MONUMENTED       MNDT
 DM4304  HISTORY     - 19920121 GOOD             MNDT
 DM4304
 DM4304                          STATION DESCRIPTION
 DM4304
 DM4304'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4304'THE MARK IS 4.7 MI (7.6 KM) NORTH OF NORTHFIELD, AT TH 3 STA 758+39,
 DM4304'AT TH 3 MP 17.9, 23 FT (7.0 M) EAST OF TH 3, IN SOUTH END OF EAST
 DM4304'HEADWALL OF TH 4 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4303 ***********************************************************************
 DM4303  DESIGNATION -  1920 K
 DM4303  PID         -  DM4303
 DM4303  STATE/COUNTY-  MN/DAKOTA
 DM4303  COUNTRY     -  US
 DM4303  USGS QUAD   -  CASTLE ROCK (1974)
 DM4303
 DM4303                         *CURRENT SURVEY CONTROL
 DM4303  ______________________________________________________________________
 DM4303* NAD 83(1986) POSITION- 44 31 42.     (N) 093 08 24.     (W)   SCALED    
 DM4303* NAVD 88 ORTHO HEIGHT -   281.000  (meters)     921.91  (feet) ADJUSTED  
 DM4303  ______________________________________________________________________
 DM4303  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4303  DYNAMIC HEIGHT  -        280.967 (meters)      921.81  (feet) COMP
 DM4303  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DM4303
 DM4303  VERT ORDER      -  SECOND    CLASS I
 DM4303
 DM4303.The horizontal coordinates were scaled from a topographic map and have
 DM4303.an estimated accuracy of +/- 6 seconds.
 DM4303.
 DM4303.The orthometric height was determined by differential leveling and
 DM4303.adjusted in February 2011.
 DM4303
 DM4303.The dynamic height is computed by dividing the NAVD 88
 DM4303.geopotential number by the normal gravity value computed on the
 DM4303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4303.degrees latitude (g = 980.6199 gals.).
 DM4303
 DM4303.The modeled gravity was interpolated from observed gravity values.
 DM4303
 DM4303;                    North         East    Units  Estimated Accuracy
 DM4303;SPC MN S     -   270,180.      868,360.      MT  (+/- 180 meters Scaled)
 DM4303
 DM4303                          SUPERSEDED SURVEY CONTROL
 DM4303
 DM4303.No superseded survey control is available for this station.
 DM4303
 DM4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK888305(NAD 83)
 DM4303
 DM4303_MARKER: DB = BENCH MARK DISK
 DM4303_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4303_SP_SET: BOX CULVERT HEADWALL
 DM4303_STAMPING: 1920 K 1958
 DM4303_MARK LOGO: MNDT  
 DM4303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4303+STABILITY: SURFACE MOTION
 DM4303
 DM4303  HISTORY     - Date     Condition        Report By
 DM4303  HISTORY     - 1958     MONUMENTED       MNDT
 DM4303  HISTORY     - 19920121 GOOD             MNDT
 DM4303
 DM4303                          STATION DESCRIPTION
 DM4303
 DM4303'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4303'THE MARK IS 5 MI (8.0 KM) NORTH OF NORTHFIELD, 1.1 MI (1.8 KM) SOUTH
 DM4303'OF THE JUNCTION OF TRUNK HIGHWAY 3 AND CO ROAD 86, AT TRUNK HIGHWAY 3
 DM4303'STATION 772+23, AT TRUNK HIGHWAY 3 MILEPOST 18.2.
 DM4303' 
 DM4303'IT IS 24.5 FT (7.5 M) EAST OF TRUNK HIGHWAY 3, IN SOUTH END OF EAST
 DM4303'HEADWALL OF TRUNK HIGHWAY 3 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4300 ***********************************************************************
 DM4300  DESIGNATION -  1920 L
 DM4300  PID         -  DM4300
 DM4300  STATE/COUNTY-  MN/DAKOTA
 DM4300  COUNTRY     -  US
 DM4300  USGS QUAD   -  CASTLE ROCK (1974)
 DM4300
 DM4300                         *CURRENT SURVEY CONTROL
 DM4300  ______________________________________________________________________
 DM4300* NAD 83(1986) POSITION- 44 32 12.     (N) 093 08 12.     (W)   SCALED    
 DM4300* NAVD 88 ORTHO HEIGHT -   280.951  (meters)     921.75  (feet) ADJUSTED  
 DM4300  ______________________________________________________________________
 DM4300  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4300  DYNAMIC HEIGHT  -        280.918 (meters)      921.65  (feet) COMP
 DM4300  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 DM4300
 DM4300  VERT ORDER      -  SECOND    CLASS I
 DM4300
 DM4300.The horizontal coordinates were scaled from a topographic map and have
 DM4300.an estimated accuracy of +/- 6 seconds.
 DM4300.
 DM4300.The orthometric height was determined by differential leveling and
 DM4300.adjusted in February 2011.
 DM4300
 DM4300.The dynamic height is computed by dividing the NAVD 88
 DM4300.geopotential number by the normal gravity value computed on the
 DM4300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4300.degrees latitude (g = 980.6199 gals.).
 DM4300
 DM4300.The modeled gravity was interpolated from observed gravity values.
 DM4300
 DM4300;                    North         East    Units  Estimated Accuracy
 DM4300;SPC MN S     -   271,100.      868,610.      MT  (+/- 180 meters Scaled)
 DM4300
 DM4300                          SUPERSEDED SURVEY CONTROL
 DM4300
 DM4300.No superseded survey control is available for this station.
 DM4300
 DM4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891314(NAD 83)
 DM4300
 DM4300_MARKER: DB = BENCH MARK DISK
 DM4300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4300_SP_SET: BOX CULVERT HEADWALL
 DM4300_STAMPING: 1920 L 1958
 DM4300_MARK LOGO: MNDT  
 DM4300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4300+STABILITY: SURFACE MOTION
 DM4300
 DM4300  HISTORY     - Date     Condition        Report By
 DM4300  HISTORY     - 1958     MONUMENTED       MNDT
 DM4300  HISTORY     - 19920121 GOOD             MNDT
 DM4300
 DM4300                          STATION DESCRIPTION
 DM4300
 DM4300'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4300'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.6 MI (9.0 KM)
 DM4300'NORTH OF NORTHFIELD, 0.5 MI (0.8 KM) SOUTH OF JCT OF TH 3 AND CO RD
 DM4300'86, 23.5 FT (7.2 M) EAST OF TH 3, AT TH 3 STA 803+83, AT TH 3 MP
 DM4300'18.85, IN SOUTH END OF EAST HEADWALL OF TH 3 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4297 ***********************************************************************
 DM4297  DESIGNATION -  1920 M
 DM4297  PID         -  DM4297
 DM4297  STATE/COUNTY-  MN/DAKOTA
 DM4297  COUNTRY     -  US
 DM4297  USGS QUAD   -  CASTLE ROCK (1974)
 DM4297
 DM4297                         *CURRENT SURVEY CONTROL
 DM4297  ______________________________________________________________________
 DM4297* NAD 83(1986) POSITION- 44 32 36.     (N) 093 08 12.     (W)   SCALED    
 DM4297* NAVD 88 ORTHO HEIGHT -   281.084  (meters)     922.19  (feet) ADJUSTED  
 DM4297  ______________________________________________________________________
 DM4297  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 DM4297  DYNAMIC HEIGHT  -        281.051 (meters)      922.08  (feet) COMP
 DM4297  MODELED GRAVITY -    980,494.4   (mgal)                       NAVD 88
 DM4297
 DM4297  VERT ORDER      -  SECOND    CLASS I
 DM4297
 DM4297.The horizontal coordinates were scaled from a topographic map and have
 DM4297.an estimated accuracy of +/- 6 seconds.
 DM4297.
 DM4297.The orthometric height was determined by differential leveling and
 DM4297.adjusted in February 2011.
 DM4297
 DM4297.The dynamic height is computed by dividing the NAVD 88
 DM4297.geopotential number by the normal gravity value computed on the
 DM4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4297.degrees latitude (g = 980.6199 gals.).
 DM4297
 DM4297.The modeled gravity was interpolated from observed gravity values.
 DM4297
 DM4297;                    North         East    Units  Estimated Accuracy
 DM4297;SPC MN S     -   271,840.      868,600.      MT  (+/- 180 meters Scaled)
 DM4297
 DM4297                          SUPERSEDED SURVEY CONTROL
 DM4297
 DM4297.No superseded survey control is available for this station.
 DM4297
 DM4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891322(NAD 83)
 DM4297
 DM4297_MARKER: DB = BENCH MARK DISK
 DM4297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4297_SP_SET: BOX CULVERT HEADWALL
 DM4297_STAMPING: 1920 M 1958
 DM4297_MARK LOGO: MNDT  
 DM4297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4297+STABILITY: SURFACE MOTION
 DM4297
 DM4297  HISTORY     - Date     Condition        Report By
 DM4297  HISTORY     - 1958     MONUMENTED       MNDT
 DM4297  HISTORY     - 19920121 GOOD             MNDT
 DM4297
 DM4297                          STATION DESCRIPTION
 DM4297
 DM4297'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4297'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.7 MI (10.8
 DM4297'KM) SOUTH OF FARMINGTON, 24.5 FT (7.5 M) EAST OF TH 3, AT TH 3 STA
 DM4297'830+08, AT TH 3 MP 19.25, 167 FT (50.9 M) SOUTH OF CO RD 86, IN SOUTH
 DM4297'END OF EAST HEADWALL IF TH 3 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4313 ***********************************************************************
 DM4313  DESIGNATION -  1920 N
 DM4313  PID         -  DM4313
 DM4313  STATE/COUNTY-  MN/DAKOTA
 DM4313  COUNTRY     -  US
 DM4313  USGS QUAD   -  NORTHFIELD (1991)
 DM4313
 DM4313                         *CURRENT SURVEY CONTROL
 DM4313  ______________________________________________________________________
 DM4313* NAD 83(1986) POSITION- 44 29 37.     (N) 093 08 44.     (W)   SCALED    
 DM4313* NAVD 88 ORTHO HEIGHT -   295.283  (meters)     968.77  (feet) ADJUSTED  
 DM4313  ______________________________________________________________________
 DM4313  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DM4313  DYNAMIC HEIGHT  -        295.248 (meters)      968.66  (feet) COMP
 DM4313  MODELED GRAVITY -    980,490.6   (mgal)                       NAVD 88
 DM4313
 DM4313  VERT ORDER      -  SECOND    CLASS I
 DM4313
 DM4313.The horizontal coordinates were scaled from a topographic map and have
 DM4313.an estimated accuracy of +/- 6 seconds.
 DM4313.
 DM4313.The orthometric height was determined by differential leveling and
 DM4313.adjusted in February 2011.
 DM4313
 DM4313.The dynamic height is computed by dividing the NAVD 88
 DM4313.geopotential number by the normal gravity value computed on the
 DM4313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4313.degrees latitude (g = 980.6199 gals.).
 DM4313
 DM4313.The modeled gravity was interpolated from observed gravity values.
 DM4313
 DM4313;                    North         East    Units  Estimated Accuracy
 DM4313;SPC MN S     -   266,310.      867,950.      MT  (+/- 180 meters Scaled)
 DM4313
 DM4313                          SUPERSEDED SURVEY CONTROL
 DM4313
 DM4313.No superseded survey control is available for this station.
 DM4313
 DM4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884267(NAD 83)
 DM4313
 DM4313_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4313_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4313_STAMPING: 1920 N 1992
 DM4313_MARK LOGO: MNDT  
 DM4313_PROJECTION: FLUSH
 DM4313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4313_ROD/PIPE-DEPTH:  5.5 meters
 DM4313
 DM4313  HISTORY     - Date     Condition        Report By
 DM4313  HISTORY     - 1992     MONUMENTED       MNDT
 DM4313
 DM4313                          STATION DESCRIPTION
 DM4313
 DM4313'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4313'2.2 MI (3.5 KM) NORTH OF NORTHFIELD, 0.7 MI (1.1 KM) NORTH ALONG TRUNK
 DM4313'HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD.
 DM4313' 
 DM4313'IT IS 65 FT (19.8 M) WEST OF TRUNK HIGHWAY 3, 25 FT (7.6 M) NORTH OF
 DM4313'315TH ST WEST, 7 FT (2.1 M) EAST OF POWER POLE WITH ANCHOR, 1.0 FT
 DM4313'(0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4310 ***********************************************************************
 DM4310  DESIGNATION -  1920 P
 DM4310  PID         -  DM4310
 DM4310  STATE/COUNTY-  MN/DAKOTA
 DM4310  COUNTRY     -  US
 DM4310  USGS QUAD   -  CASTLE ROCK (1974)
 DM4310
 DM4310                         *CURRENT SURVEY CONTROL
 DM4310  ______________________________________________________________________
 DM4310* NAD 83(1986) POSITION- 44 30 24.     (N) 093 08 41.     (W)   SCALED    
 DM4310* NAVD 88 ORTHO HEIGHT -   283.210  (meters)     929.16  (feet) ADJUSTED  
 DM4310  ______________________________________________________________________
 DM4310  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DM4310  DYNAMIC HEIGHT  -        283.177 (meters)      929.06  (feet) COMP
 DM4310  MODELED GRAVITY -    980,492.0   (mgal)                       NAVD 88
 DM4310
 DM4310  VERT ORDER      -  SECOND    CLASS I
 DM4310
 DM4310.The horizontal coordinates were scaled from a topographic map and have
 DM4310.an estimated accuracy of +/- 6 seconds.
 DM4310.
 DM4310.The orthometric height was determined by differential leveling and
 DM4310.adjusted in February 2011.
 DM4310
 DM4310.The dynamic height is computed by dividing the NAVD 88
 DM4310.geopotential number by the normal gravity value computed on the
 DM4310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4310.degrees latitude (g = 980.6199 gals.).
 DM4310
 DM4310.The modeled gravity was interpolated from observed gravity values.
 DM4310
 DM4310;                    North         East    Units  Estimated Accuracy
 DM4310;SPC MN S     -   267,760.      868,010.      MT  (+/- 180 meters Scaled)
 DM4310
 DM4310                          SUPERSEDED SURVEY CONTROL
 DM4310
 DM4310.No superseded survey control is available for this station.
 DM4310
 DM4310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884281(NAD 83)
 DM4310
 DM4310_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4310_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4310_STAMPING: 1920 P 1992
 DM4310_MARK LOGO: MNDT  
 DM4310_PROJECTION: FLUSH
 DM4310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4310_ROD/PIPE-DEPTH:  4.0 meters
 DM4310
 DM4310  HISTORY     - Date     Condition        Report By
 DM4310  HISTORY     - 1992     MONUMENTED       MNDT
 DM4310
 DM4310                          STATION DESCRIPTION
 DM4310
 DM4310'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4310'THE MARK IS 3.5 MI (5.6 KM) NORTH OF NORTHFIELD, 1.8 MI (2.9 KM) NORTH
 DM4310'ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION TRUNK HIGHWAY 3 AND CO ROAD 47
 DM4310'IN WATERFORD.
 DM4310' 
 DM4310'IT IS 71 FT (21.6 M) EAST OF TRUNK HIGHWAY 3, 200 FT (61.0 M) SOUTH OF
 DM4310'HOUSE NO 30563, 4 FT (1.2 M) NORTH OF A POWER POLE WITH TWO ANCHORS
 DM4310'AND 1 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4307 ***********************************************************************
 DM4307  DESIGNATION -  1920 Q
 DM4307  PID         -  DM4307
 DM4307  STATE/COUNTY-  MN/DAKOTA
 DM4307  COUNTRY     -  US
 DM4307  USGS QUAD   -  CASTLE ROCK (1974)
 DM4307
 DM4307                         *CURRENT SURVEY CONTROL
 DM4307  ______________________________________________________________________
 DM4307* NAD 83(1986) POSITION- 44 30 55.     (N) 093 08 39.     (W)   SCALED    
 DM4307* NAVD 88 ORTHO HEIGHT -   280.888  (meters)     921.55  (feet) ADJUSTED  
 DM4307  ______________________________________________________________________
 DM4307  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DM4307  DYNAMIC HEIGHT  -        280.855 (meters)      921.44  (feet) COMP
 DM4307  MODELED GRAVITY -    980,492.7   (mgal)                       NAVD 88
 DM4307
 DM4307  VERT ORDER      -  SECOND    CLASS I
 DM4307
 DM4307.The horizontal coordinates were scaled from a topographic map and have
 DM4307.an estimated accuracy of +/- 6 seconds.
 DM4307.
 DM4307.The orthometric height was determined by differential leveling and
 DM4307.adjusted in February 2011.
 DM4307
 DM4307.The dynamic height is computed by dividing the NAVD 88
 DM4307.geopotential number by the normal gravity value computed on the
 DM4307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4307.degrees latitude (g = 980.6199 gals.).
 DM4307
 DM4307.The modeled gravity was interpolated from observed gravity values.
 DM4307
 DM4307;                    North         East    Units  Estimated Accuracy
 DM4307;SPC MN S     -   268,720.      868,040.      MT  (+/- 180 meters Scaled)
 DM4307
 DM4307                          SUPERSEDED SURVEY CONTROL
 DM4307
 DM4307.No superseded survey control is available for this station.
 DM4307
 DM4307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK885291(NAD 83)
 DM4307
 DM4307_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4307_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4307_STAMPING: 1920 Q 1992
 DM4307_MARK LOGO: MNDT  
 DM4307_PROJECTION: FLUSH
 DM4307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4307_ROD/PIPE-DEPTH: 14.3 meters
 DM4307
 DM4307  HISTORY     - Date     Condition        Report By
 DM4307  HISTORY     - 1992     MONUMENTED       MNDT
 DM4307
 DM4307                          STATION DESCRIPTION
 DM4307
 DM4307'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4307'THE MARK IS 3.75 MI (6.0 KM) NORTH OF NORTHFIELD, 2.3 MI (3.7 KM)
 DM4307'NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD,
 DM4307'IN NE CORNER OF THE JUNCTION TRUNK HIGHWAY 3 AND 300TH ST WEST.
 DM4307' 
 DM4307'IT IS 71 FT (21.6 M) EAST OF TRUNK HIGHWAY 3, 42 FT (12.8 M) NORTH OF
 DM4307'300TH ST WEST, 10 FT (3.0 M) NORTH OF A POWER POLE, 1.0 FT (0.3 M)
 DM4307'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4305 ***********************************************************************
 DM4305  DESIGNATION -  1920 R
 DM4305  PID         -  DM4305
 DM4305  STATE/COUNTY-  MN/DAKOTA
 DM4305  COUNTRY     -  US
 DM4305  USGS QUAD   -  CASTLE ROCK (1974)
 DM4305
 DM4305                         *CURRENT SURVEY CONTROL
 DM4305  ______________________________________________________________________
 DM4305* NAD 83(1986) POSITION- 44 31 19.     (N) 093 08 34.     (W)   SCALED    
 DM4305* NAVD 88 ORTHO HEIGHT -   282.389  (meters)     926.47  (feet) ADJUSTED  
 DM4305  ______________________________________________________________________
 DM4305  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4305  DYNAMIC HEIGHT  -        282.356 (meters)      926.36  (feet) COMP
 DM4305  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 DM4305
 DM4305  VERT ORDER      -  SECOND    CLASS I
 DM4305
 DM4305.The horizontal coordinates were scaled from a topographic map and have
 DM4305.an estimated accuracy of +/- 6 seconds.
 DM4305.
 DM4305.The orthometric height was determined by differential leveling and
 DM4305.adjusted in February 2011.
 DM4305
 DM4305.The dynamic height is computed by dividing the NAVD 88
 DM4305.geopotential number by the normal gravity value computed on the
 DM4305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4305.degrees latitude (g = 980.6199 gals.).
 DM4305
 DM4305.The modeled gravity was interpolated from observed gravity values.
 DM4305
 DM4305;                    North         East    Units  Estimated Accuracy
 DM4305;SPC MN S     -   269,460.      868,140.      MT  (+/- 180 meters Scaled)
 DM4305
 DM4305                          SUPERSEDED SURVEY CONTROL
 DM4305
 DM4305.No superseded survey control is available for this station.
 DM4305
 DM4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK886298(NAD 83)
 DM4305
 DM4305_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4305_STAMPING: 1920 R 1992
 DM4305_MARK LOGO: MNDT  
 DM4305_PROJECTION: FLUSH
 DM4305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4305_ROD/PIPE-DEPTH: 15.5 meters
 DM4305
 DM4305  HISTORY     - Date     Condition        Report By
 DM4305  HISTORY     - 1992     MONUMENTED       MNDT
 DM4305
 DM4305                          STATION DESCRIPTION
 DM4305
 DM4305'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4305'THE MARK IS 4.25 MI (6.8 KM) NORTH OF NORTHFIELD, 2.8 MI (4.5 KM)
 DM4305'NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD,
 DM4305'0.5 MI (0.8 KM) NORTH OF CHUBB CK.
 DM4305' 
 DM4305'IT IS 65 FT (19.8 M) WEST OF TRUNK HIGHWAY 3, 116 FT (35.4 M) SOUTH OF
 DM4305'THE SOUTHEAST CORNER OF HOUSE NO 29479, 20 FT (6.1 M) SOUTH OF P-POLE,
 DM4305'(ON LINE WITH POLES), 1 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4302 ***********************************************************************
 DM4302  DESIGNATION -  1920 S
 DM4302  PID         -  DM4302
 DM4302  STATE/COUNTY-  MN/DAKOTA
 DM4302  COUNTRY     -  US
 DM4302  USGS QUAD   -  CASTLE ROCK (1974)
 DM4302
 DM4302                         *CURRENT SURVEY CONTROL
 DM4302  ______________________________________________________________________
 DM4302* NAD 83(1986) POSITION- 44 31 43.     (N) 093 08 13.     (W)   SCALED    
 DM4302* NAVD 88 ORTHO HEIGHT -   282.042  (meters)     925.33  (feet) ADJUSTED  
 DM4302  ______________________________________________________________________
 DM4302  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DM4302  DYNAMIC HEIGHT  -        282.009 (meters)      925.22  (feet) COMP
 DM4302  MODELED GRAVITY -    980,493.2   (mgal)                       NAVD 88
 DM4302
 DM4302  VERT ORDER      -  SECOND    CLASS I
 DM4302
 DM4302.The horizontal coordinates were scaled from a topographic map and have
 DM4302.an estimated accuracy of +/- 6 seconds.
 DM4302.
 DM4302.The orthometric height was determined by differential leveling and
 DM4302.adjusted in February 2011.
 DM4302
 DM4302.The dynamic height is computed by dividing the NAVD 88
 DM4302.geopotential number by the normal gravity value computed on the
 DM4302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4302.degrees latitude (g = 980.6199 gals.).
 DM4302
 DM4302.The modeled gravity was interpolated from observed gravity values.
 DM4302
 DM4302;                    North         East    Units  Estimated Accuracy
 DM4302;SPC MN S     -   270,210.      868,600.      MT  (+/- 180 meters Scaled)
 DM4302
 DM4302                          SUPERSEDED SURVEY CONTROL
 DM4302
 DM4302.No superseded survey control is available for this station.
 DM4302
 DM4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891305(NAD 83)
 DM4302
 DM4302_MARKER: DV = VERTICAL CONTROL DISK
 DM4302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4302_STAMPING: 1920 S 1992
 DM4302_MARK LOGO: MNDT  
 DM4302_PROJECTION: FLUSH
 DM4302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4302_ROD/PIPE-DEPTH:  9.4 meters
 DM4302
 DM4302  HISTORY     - Date     Condition        Report By
 DM4302  HISTORY     - 1992     MONUMENTED       MNDT
 DM4302
 DM4302                          STATION DESCRIPTION
 DM4302
 DM4302'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4302'THE MARK IS 4.5 MI (7.2 KM) NORTH OF NORTHFIELD, 3 MI (4.8 KM) NORTH
 DM4302'ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD.
 DM4302' 
 DM4302'IT IS 68 FT (20.7 M) EAST TRUNK HIGHWAY 3, 179 FT (54.6 M) SOUTH OF
 DM4302'ENTRANCE TO HOUSE NO 29020, 100 FT (30.5 M) SOUTH OF POWER POLE, 1.5
 DM4302'FT (0.5 M) WEST OF WOOD FENCE CORNER, 1 FT (0.3 M) WEST OF A WITNESS
 DM4302'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4301 ***********************************************************************
 DM4301  DESIGNATION -  1920 T
 DM4301  PID         -  DM4301
 DM4301  STATE/COUNTY-  MN/DAKOTA
 DM4301  COUNTRY     -  US
 DM4301  USGS QUAD   -  CASTLE ROCK (1974)
 DM4301
 DM4301                         *CURRENT SURVEY CONTROL
 DM4301  ______________________________________________________________________
 DM4301* NAD 83(1986) POSITION- 44 32 03.     (N) 093 08 09.     (W)   SCALED    
 DM4301* NAVD 88 ORTHO HEIGHT -   280.328  (meters)     919.71  (feet) ADJUSTED  
 DM4301  ______________________________________________________________________
 DM4301  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DM4301  DYNAMIC HEIGHT  -        280.296 (meters)      919.60  (feet) COMP
 DM4301  MODELED GRAVITY -    980,493.6   (mgal)                       NAVD 88
 DM4301
 DM4301  VERT ORDER      -  SECOND    CLASS I
 DM4301
 DM4301.The horizontal coordinates were scaled from a topographic map and have
 DM4301.an estimated accuracy of +/- 6 seconds.
 DM4301.
 DM4301.The orthometric height was determined by differential leveling and
 DM4301.adjusted in February 2011.
 DM4301
 DM4301.The dynamic height is computed by dividing the NAVD 88
 DM4301.geopotential number by the normal gravity value computed on the
 DM4301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4301.degrees latitude (g = 980.6199 gals.).
 DM4301
 DM4301.The modeled gravity was interpolated from observed gravity values.
 DM4301
 DM4301;                    North         East    Units  Estimated Accuracy
 DM4301;SPC MN S     -   270,830.      868,680.      MT  (+/- 180 meters Scaled)
 DM4301
 DM4301                          SUPERSEDED SURVEY CONTROL
 DM4301
 DM4301.No superseded survey control is available for this station.
 DM4301
 DM4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892312(NAD 83)
 DM4301
 DM4301_MARKER: DV = VERTICAL CONTROL DISK
 DM4301_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4301_STAMPING: 1920 T 1992
 DM4301_MARK LOGO: MNDT  
 DM4301_PROJECTION: FLUSH
 DM4301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4301_ROD/PIPE-DEPTH:  9.4 meters
 DM4301
 DM4301  HISTORY     - Date     Condition        Report By
 DM4301  HISTORY     - 1992     MONUMENTED       MNDT
 DM4301
 DM4301                          STATION DESCRIPTION
 DM4301
 DM4301'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4301'THE MARK IS 5.0 MI (8.0 KM) NORTH OF NORTHFILED, 3.5 MI (5.6 KM) NORTH
 DM4301'ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION CO ROAD 47 IN WATERFORD.
 DM4301' 
 DM4301'IT IS 73 FT (22.3 M) EAST OF TRUNK HIGHWAY 3 26 FT (7.9 M) SOUTH OF
 DM4301'ENTANCE TO HOUSE NO 28626, 3 FT (0.9 M) EAST OF POWER POLE WITH
 DM4301'ANCHOR, 1 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4296 ***********************************************************************
 DM4296  DESIGNATION -  1920 U
 DM4296  PID         -  DM4296
 DM4296  STATE/COUNTY-  MN/DAKOTA
 DM4296  COUNTRY     -  US
 DM4296  USGS QUAD   -  CASTLE ROCK (1974)
 DM4296
 DM4296                         *CURRENT SURVEY CONTROL
 DM4296  ______________________________________________________________________
 DM4296* NAD 83(1986) POSITION- 44 32 42.     (N) 093 08 13.     (W)   SCALED    
 DM4296* NAVD 88 ORTHO HEIGHT -   288.860  (meters)     947.70  (feet) ADJUSTED  
 DM4296  ______________________________________________________________________
 DM4296  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 DM4296  DYNAMIC HEIGHT  -        288.827 (meters)      947.59  (feet) COMP
 DM4296  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 DM4296
 DM4296  VERT ORDER      -  SECOND    CLASS I
 DM4296
 DM4296.The horizontal coordinates were scaled from a topographic map and have
 DM4296.an estimated accuracy of +/- 6 seconds.
 DM4296.
 DM4296.The orthometric height was determined by differential leveling and
 DM4296.adjusted in February 2011.
 DM4296
 DM4296.The dynamic height is computed by dividing the NAVD 88
 DM4296.geopotential number by the normal gravity value computed on the
 DM4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4296.degrees latitude (g = 980.6199 gals.).
 DM4296
 DM4296.The modeled gravity was interpolated from observed gravity values.
 DM4296
 DM4296;                    North         East    Units  Estimated Accuracy
 DM4296;SPC MN S     -   272,030.      868,580.      MT  (+/- 180 meters Scaled)
 DM4296
 DM4296                          SUPERSEDED SURVEY CONTROL
 DM4296
 DM4296.No superseded survey control is available for this station.
 DM4296
 DM4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891324(NAD 83)
 DM4296
 DM4296_MARKER: DV = VERTICAL CONTROL DISK
 DM4296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4296_STAMPING: 1920 U 1992
 DM4296_MARK LOGO: MNDT  
 DM4296_PROJECTION: FLUSH
 DM4296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4296_ROD/PIPE-DEPTH:  8.5 meters
 DM4296
 DM4296  HISTORY     - Date     Condition        Report By
 DM4296  HISTORY     - 1992     MONUMENTED       MNDT
 DM4296
 DM4296                          STATION DESCRIPTION
 DM4296
 DM4296'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4296'THE MARK IS 6 MILES (9.7 KM) SOUTH OF FARMINGTON, 5.9 MILES (9.5 KM)
 DM4296'SOUTH ALONG TH 3 FROM JCT OF TH 50 EAST, 72 FT (21.9 M) WEST OF TH 3,
 DM4296'500 FT (152.4 M) NORTH OF 280TH ST, 64 FT (19.5 M) NE OF NE CORNER
 DM4296'POLYTEX CO BUILDING, 2 FT (0.6 M) SOUTH OF FENCE CORNER, 1 FT (0.3 M)
 DM4296'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4295 ***********************************************************************
 DM4295  DESIGNATION -  1920 V
 DM4295  PID         -  DM4295
 DM4295  STATE/COUNTY-  MN/DAKOTA
 DM4295  COUNTRY     -  US
 DM4295  USGS QUAD   -  CASTLE ROCK (1974)
 DM4295
 DM4295                         *CURRENT SURVEY CONTROL
 DM4295  ______________________________________________________________________
 DM4295* NAD 83(1986) POSITION- 44 33 07.     (N) 093 08 12.     (W)   SCALED    
 DM4295* NAVD 88 ORTHO HEIGHT -   287.325  (meters)     942.67  (feet) ADJUSTED  
 DM4295  ______________________________________________________________________
 DM4295  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 DM4295  DYNAMIC HEIGHT  -        287.292 (meters)      942.56  (feet) COMP
 DM4295  MODELED GRAVITY -    980,495.2   (mgal)                       NAVD 88
 DM4295
 DM4295  VERT ORDER      -  SECOND    CLASS I
 DM4295
 DM4295.The horizontal coordinates were scaled from a topographic map and have
 DM4295.an estimated accuracy of +/- 6 seconds.
 DM4295.
 DM4295.The orthometric height was determined by differential leveling and
 DM4295.adjusted in February 2011.
 DM4295
 DM4295.The dynamic height is computed by dividing the NAVD 88
 DM4295.geopotential number by the normal gravity value computed on the
 DM4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4295.degrees latitude (g = 980.6199 gals.).
 DM4295
 DM4295.The modeled gravity was interpolated from observed gravity values.
 DM4295
 DM4295;                    North         East    Units  Estimated Accuracy
 DM4295;SPC MN S     -   272,800.      868,590.      MT  (+/- 180 meters Scaled)
 DM4295
 DM4295                          SUPERSEDED SURVEY CONTROL
 DM4295
 DM4295.No superseded survey control is available for this station.
 DM4295
 DM4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891331(NAD 83)
 DM4295
 DM4295_MARKER: DV = VERTICAL CONTROL DISK
 DM4295_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM4295+WITH SETTING: INFORMATION.
 DM4295_STAMPING: 1920 V 1992
 DM4295_MARK LOGO: MNDT  
 DM4295_PROJECTION: FLUSH
 DM4295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4295_ROD/PIPE-DEPTH:  2.4 meters
 DM4295
 DM4295  HISTORY     - Date     Condition        Report By
 DM4295  HISTORY     - 1992     MONUMENTED       MNDT
 DM4295
 DM4295                          STATION DESCRIPTION
 DM4295
 DM4295'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4295'THE MARK IS 5.5 MILES (8.9 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4295'TH 50 EAST, 66 FT (20.1 M) WEST OF TH 3 , 250 FT (76.2 M) NORTH OF
 DM4295'275TH ST WEST, 95 FT (29.0 M) NORTH OF ENTRANCE TO HOUSE NO 27472, 4
 DM4295'FT (1.2 M) EAST OF P-POLE WITH ANCHOR, 1 FT (0.3 M) EAST OF WITNESS
 DM4295'POST.  THE ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4292 ***********************************************************************
 DM4292  DESIGNATION -  1920 W
 DM4292  PID         -  DM4292
 DM4292  STATE/COUNTY-  MN/DAKOTA
 DM4292  COUNTRY     -  US
 DM4292  USGS QUAD   -  CASTLE ROCK (1974)
 DM4292
 DM4292                         *CURRENT SURVEY CONTROL
 DM4292  ______________________________________________________________________
 DM4292* NAD 83(1986) POSITION- 44 34 07.     (N) 093 08 09.     (W)   SCALED    
 DM4292* NAVD 88 ORTHO HEIGHT -   290.989  (meters)     954.69  (feet) ADJUSTED  
 DM4292  ______________________________________________________________________
 DM4292  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 DM4292  DYNAMIC HEIGHT  -        290.956 (meters)      954.58  (feet) COMP
 DM4292  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 DM4292
 DM4292  VERT ORDER      -  SECOND    CLASS I
 DM4292
 DM4292.The horizontal coordinates were scaled from a topographic map and have
 DM4292.an estimated accuracy of +/- 6 seconds.
 DM4292.
 DM4292.The orthometric height was determined by differential leveling and
 DM4292.adjusted in February 2011.
 DM4292
 DM4292.The dynamic height is computed by dividing the NAVD 88
 DM4292.geopotential number by the normal gravity value computed on the
 DM4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4292.degrees latitude (g = 980.6199 gals.).
 DM4292
 DM4292.The modeled gravity was interpolated from observed gravity values.
 DM4292
 DM4292;                    North         East    Units  Estimated Accuracy
 DM4292;SPC MN S     -   274,650.      868,640.      MT  (+/- 180 meters Scaled)
 DM4292
 DM4292                          SUPERSEDED SURVEY CONTROL
 DM4292
 DM4292.No superseded survey control is available for this station.
 DM4292
 DM4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892350(NAD 83)
 DM4292
 DM4292_MARKER: DV = VERTICAL CONTROL DISK
 DM4292_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4292_STAMPING: 1920 W 1992
 DM4292_MARK LOGO: MNDT  
 DM4292_PROJECTION: FLUSH
 DM4292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4292_ROD/PIPE-DEPTH:  4.9 meters
 DM4292
 DM4292  HISTORY     - Date     Condition        Report By
 DM4292  HISTORY     - 1992     MONUMENTED       MNDT
 DM4292
 DM4292                          STATION DESCRIPTION
 DM4292
 DM4292'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4292'THE MARK IS 4.25 MILES (6.84 KM) SOUTH ALONG TH 3 FROM JCT TH 50 EAST
 DM4292'IN FARMINGTON, 70 FT (21.3 M) EAST OF TH 3, 35 FT (10.7 M) NORTH OF
 DM4292'263RD ST, 3 FT (0.9 M) WEST OF P-POLE, 1 FT (0.3 M) WEST OF WITNESS
 DM4292'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4293 ***********************************************************************
 DM4293  DESIGNATION -  1920 X
 DM4293  PID         -  DM4293
 DM4293  STATE/COUNTY-  MN/DAKOTA
 DM4293  COUNTRY     -  US
 DM4293  USGS QUAD   -  CASTLE ROCK (1974)
 DM4293
 DM4293                         *CURRENT SURVEY CONTROL
 DM4293  ______________________________________________________________________
 DM4293* NAD 83(1986) POSITION- 44 33 51.     (N) 093 08 12.     (W)   SCALED    
 DM4293* NAVD 88 ORTHO HEIGHT -   296.163  (meters)     971.66  (feet) ADJUSTED  
 DM4293  ______________________________________________________________________
 DM4293  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DM4293  DYNAMIC HEIGHT  -        296.130 (meters)      971.55  (feet) COMP
 DM4293  MODELED GRAVITY -    980,496.3   (mgal)                       NAVD 88
 DM4293
 DM4293  VERT ORDER      -  SECOND    CLASS I
 DM4293
 DM4293.The horizontal coordinates were scaled from a topographic map and have
 DM4293.an estimated accuracy of +/- 6 seconds.
 DM4293.
 DM4293.The orthometric height was determined by differential leveling and
 DM4293.adjusted in February 2011.
 DM4293
 DM4293.The dynamic height is computed by dividing the NAVD 88
 DM4293.geopotential number by the normal gravity value computed on the
 DM4293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4293.degrees latitude (g = 980.6199 gals.).
 DM4293
 DM4293.The modeled gravity was interpolated from observed gravity values.
 DM4293
 DM4293;                    North         East    Units  Estimated Accuracy
 DM4293;SPC MN S     -   274,160.      868,580.      MT  (+/- 180 meters Scaled)
 DM4293
 DM4293                          SUPERSEDED SURVEY CONTROL
 DM4293
 DM4293.No superseded survey control is available for this station.
 DM4293
 DM4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891345(NAD 83)
 DM4293
 DM4293_MARKER: DV = VERTICAL CONTROL DISK
 DM4293_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM4293+WITH SETTING: INFORMATION.
 DM4293_STAMPING: 1920 X 1992
 DM4293_MARK LOGO: MNDT  
 DM4293_PROJECTION: FLUSH
 DM4293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4293_ROD/PIPE-DEPTH:  2.4 meters
 DM4293
 DM4293  HISTORY     - Date     Condition        Report By
 DM4293  HISTORY     - 1992     MONUMENTED       MNDT
 DM4293
 DM4293                          STATION DESCRIPTION
 DM4293
 DM4293'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4293'THE MARK IS 4.6 MI (7.4 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT TH
 DM4293'50 EAST, 67 FT (20.4 M) WEST OF TH 3 AT HOUSE NO 26601, 7 FT (2.1 M)
 DM4293'EAST OF SWITZERS NURSERY, 62 FT (18.9 M) NORTH OF ENTRANCE, 1 FT (0.3
 DM4293'M) EAST OF WITNESS POST.  MARK WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4291 ***********************************************************************
 DM4291  DESIGNATION -  1920 Y
 DM4291  PID         -  DM4291
 DM4291  STATE/COUNTY-  MN/DAKOTA
 DM4291  COUNTRY     -  US
 DM4291  USGS QUAD   -  CASTLE ROCK (1974)
 DM4291
 DM4291                         *CURRENT SURVEY CONTROL
 DM4291  ______________________________________________________________________
 DM4291* NAD 83(1986) POSITION- 44 34 22.     (N) 093 08 10.     (W)   SCALED    
 DM4291* NAVD 88 ORTHO HEIGHT -   298.855  (meters)     980.49  (feet) ADJUSTED  
 DM4291  ______________________________________________________________________
 DM4291  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 DM4291  DYNAMIC HEIGHT  -        298.822 (meters)      980.39  (feet) COMP
 DM4291  MODELED GRAVITY -    980,497.2   (mgal)                       NAVD 88
 DM4291
 DM4291  VERT ORDER      -  SECOND    CLASS I
 DM4291
 DM4291.The horizontal coordinates were scaled from a topographic map and have
 DM4291.an estimated accuracy of +/- 6 seconds.
 DM4291.
 DM4291.The orthometric height was determined by differential leveling and
 DM4291.adjusted in February 2011.
 DM4291
 DM4291.The dynamic height is computed by dividing the NAVD 88
 DM4291.geopotential number by the normal gravity value computed on the
 DM4291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4291.degrees latitude (g = 980.6199 gals.).
 DM4291
 DM4291.The modeled gravity was interpolated from observed gravity values.
 DM4291
 DM4291;                    North         East    Units  Estimated Accuracy
 DM4291;SPC MN S     -   275,120.      868,610.      MT  (+/- 180 meters Scaled)
 DM4291
 DM4291                          SUPERSEDED SURVEY CONTROL
 DM4291
 DM4291.No superseded survey control is available for this station.
 DM4291
 DM4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891355(NAD 83)
 DM4291
 DM4291_MARKER: DV = VERTICAL CONTROL DISK
 DM4291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4291_STAMPING: 1920 Y 1992
 DM4291_MARK LOGO: MNDT  
 DM4291_PROJECTION: FLUSH
 DM4291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4291_ROD/PIPE-DEPTH:  4.9 meters
 DM4291
 DM4291  HISTORY     - Date     Condition        Report By
 DM4291  HISTORY     - 1992     MONUMENTED       MNDT
 DM4291
 DM4291                          STATION DESCRIPTION
 DM4291
 DM4291'DESCRIBED BY MN DEPT OF TRANSP 1992 (BAL)
 DM4291'THE MARK IS 4 MILES (6.4 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4291'TH 50 EAST, 69 FT (21.0 M) EAST OF TH 3, 86 FT (26.2 M) NW OF NW
 DM4291'CORNER OF GARAGE AT HOUSE NO 26078, 3.5 FT (1.1 M) WEST OF P-POLE, 1
 DM4291'FT (0.3 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4290 ***********************************************************************
 DM4290  DESIGNATION -  1920 Z
 DM4290  PID         -  DM4290
 DM4290  STATE/COUNTY-  MN/DAKOTA
 DM4290  COUNTRY     -  US
 DM4290  USGS QUAD   -  CASTLE ROCK (1974)
 DM4290
 DM4290                         *CURRENT SURVEY CONTROL
 DM4290  ______________________________________________________________________
 DM4290* NAD 83(1986) POSITION- 44 34 44.     (N) 093 08 09.     (W)   SCALED    
 DM4290* NAVD 88 ORTHO HEIGHT -   292.206  (meters)     958.68  (feet) ADJUSTED  
 DM4290  ______________________________________________________________________
 DM4290  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DM4290  DYNAMIC HEIGHT  -        292.173 (meters)      958.57  (feet) COMP
 DM4290  MODELED GRAVITY -    980,497.8   (mgal)                       NAVD 88
 DM4290
 DM4290  VERT ORDER      -  SECOND    CLASS I
 DM4290
 DM4290.The horizontal coordinates were scaled from a topographic map and have
 DM4290.an estimated accuracy of +/- 6 seconds.
 DM4290.
 DM4290.The orthometric height was determined by differential leveling and
 DM4290.adjusted in February 2011.
 DM4290
 DM4290.The dynamic height is computed by dividing the NAVD 88
 DM4290.geopotential number by the normal gravity value computed on the
 DM4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4290.degrees latitude (g = 980.6199 gals.).
 DM4290
 DM4290.The modeled gravity was interpolated from observed gravity values.
 DM4290
 DM4290;                    North         East    Units  Estimated Accuracy
 DM4290;SPC MN S     -   275,800.      868,630.      MT  (+/- 180 meters Scaled)
 DM4290
 DM4290                          SUPERSEDED SURVEY CONTROL
 DM4290
 DM4290.No superseded survey control is available for this station.
 DM4290
 DM4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK892361(NAD 83)
 DM4290
 DM4290_MARKER: DV = VERTICAL CONTROL DISK
 DM4290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM4290+WITH SETTING: INFORMATION.
 DM4290_STAMPING: 1920 Z 1992
 DM4290_MARK LOGO: MNDT  
 DM4290_PROJECTION: FLUSH
 DM4290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4290_ROD/PIPE-DEPTH:  2.4 meters
 DM4290
 DM4290  HISTORY     - Date     Condition        Report By
 DM4290  HISTORY     - 1992     MONUMENTED       MNDT
 DM4290
 DM4290                          STATION DESCRIPTION
 DM4290
 DM4290'DESCRIBED BY MN DEPT OF TRANSP 1992 (DEP)
 DM4290'THE MARK IS 3.5 MILES (5.6 KM) SOUTH OF FARMINGTON ALONG TH 3 FROM JCT
 DM4290'TH 50 EAST, 67 FT (20.4 M) EAST OF TH 3, 750 FT (228.6 M) SOUTH OF
 DM4290'255TH ST WEST, 500 FT (152.4 M) NORTH OF BOX CULVERT, 4 FT (1.2 M)
 DM4290'WEST OF P-POLE, 1 FT (0.3 M) WEST OF WITNESS POST.  THE ROD WAS DRIVEN
 DM4290'TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9113 ***********************************************************************
 DE9113  DESIGNATION -  1921 F
 DE9113  PID         -  DE9113
 DE9113  STATE/COUNTY-  MN/DAKOTA
 DE9113  COUNTRY     -  US
 DE9113  USGS QUAD   -  FARMINGTON (1993)
 DE9113
 DE9113                         *CURRENT SURVEY CONTROL
 DE9113  ______________________________________________________________________
 DE9113* NAD 83(1986) POSITION- 44 43 02.88   (N) 093 08 09.59   (W)   HD_HELD1  
 DE9113* NAVD 88 ORTHO HEIGHT -   288.753  (meters)     947.35  (feet) ADJUSTED  
 DE9113  ______________________________________________________________________
 DE9113  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DE9113  DYNAMIC HEIGHT  -        288.730 (meters)      947.28  (feet) COMP
 DE9113  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 DE9113
 DE9113  VERT ORDER      -  SECOND    CLASS I
 DE9113
 DE9113.The horizontal coordinates were established by differentially corrected
 DE9113.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE9113.
 DE9113.The orthometric height was determined by differential leveling and
 DE9113.adjusted in August 2004.
 DE9113
 DE9113.Photographs are available for this station.
 DE9113
 DE9113.The dynamic height is computed by dividing the NAVD 88
 DE9113.geopotential number by the normal gravity value computed on the
 DE9113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9113.degrees latitude (g = 980.6199 gals.).
 DE9113
 DE9113.The modeled gravity was interpolated from observed gravity values.
 DE9113
 DE9113;                    North         East    Units  Estimated Accuracy
 DE9113;SPC MN S     -   291,192.7     868,451.7     MT  (+/- 3 meters HH1 GPS) 
 DE9113
 DE9113                          SUPERSEDED SURVEY CONTROL
 DE9113
 DE9113.No superseded survey control is available for this station.
 DE9113
 DE9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8922851574(NAD 83)
 DE9113
 DE9113_MARKER: DB = BENCH MARK DISK
 DE9113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9113_STAMPING: 1921 F 1953
 DE9113_MARK LOGO: MNHD  
 DE9113_PROJECTION: FLUSH
 DE9113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9113+STABILITY: SURFACE MOTION
 DE9113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9113+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DE9113
 DE9113  HISTORY     - Date     Condition        Report By
 DE9113  HISTORY     - 1953     MONUMENTED       MNHD
 DE9113  HISTORY     - 19910828 GOOD             MNDT
 DE9113  HISTORY     - 20070627 GOOD             MNDT
 DE9113
 DE9113                          STATION DESCRIPTION
 DE9113
 DE9113'DESCRIBED BY MN DEPT OF TRANSP 1991 (WAS)
 DE9113'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.4 MI (8.7 KM)
 DE9113'NORTH OF FARMINGTON, FROM JCT OF TH 3 AND CO RD 42 IN ROSEMOUNT, GO
 DE9113'SOUTH ON TH 3 FOR 1.15 MI (1.85 KM) TO TH 3 MP 31.4, THENCE WEST ON CO
 DE9113'RD 46 (160TH ST WEST) FOR 0.35 MI, (0.56 KM) 100.8 FT (30.7 M) NORTH
 DE9113'OF CO RD 46, 34.7 FT (10.6 M) EAST OF RR, 14.6 WSW OF P-POLE, 5.3 FT
 DE9113'(1.6 M) SOUTH OF T-POLE, 0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH,
 DE9113'MAGNETIC, AND SUITABLE FOR GPS.
 DE9113
 DE9113                          STATION RECOVERY (2007)
 DE9113
 DE9113'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9113'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF
 DE9113'VERMILLION, 5.3 MI (8.5 KM) NORTH OF FARMINGTON AND 5.0 MI (8.0 KM)
 DE9113'WEST OF COATES.
 DE9113' 
 DE9113'TO REACH TO THE MARK GO 5.4 MI (8.7 KM) NORTH OF FARMINGTON FROM THE
 DE9113'JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN ROSEMOUNT, SOUTH ON
 DE9113'TRUNK HIGHWAY 3 FOR 1.15 MI (1.9 KM) TO TRUNK HIGHWAY 3 MILE POINT
 DE9113'31.4, THEN WEST ON COUNTY ROAD 46 FOR 0.35 MI (0.6 KM), 100.8 FT (30.7
 DE9113'M) NORTH OF COUNTY ROAD 46, 34.7 FT (10.6 M) EAST OF RAILROAD, 14.6
 DE9113'WEST-SOUTHWEST OF POWER POLE, 5.3 FT (1.6 M) SOUTH OF TELEPHONE POLE,
 DE9113'0.6 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AA5383 ***********************************************************************
 AA5383  DESIGNATION -  1921 G
 AA5383  PID         -  AA5383
 AA5383  STATE/COUNTY-  MN/DAKOTA
 AA5383  COUNTRY     -  US
 AA5383  USGS QUAD   -  FARMINGTON (1993)
 AA5383
 AA5383                         *CURRENT SURVEY CONTROL
 AA5383  ______________________________________________________________________
 AA5383* NAD 83(1986) POSITION- 44 39 09.01   (N) 093 08 11.08   (W)   HD_HELD1  
 AA5383* NAVD 88 ORTHO HEIGHT -   273.298  (meters)     896.65  (feet) ADJUSTED  
 AA5383  ______________________________________________________________________
 AA5383  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 AA5383  DYNAMIC HEIGHT  -        273.270 (meters)      896.55  (feet) COMP
 AA5383  MODELED GRAVITY -    980,508.7   (mgal)                       NAVD 88
 AA5383
 AA5383  VERT ORDER      -  SECOND    CLASS I
 AA5383
 AA5383.The horizontal coordinates were established by differentially corrected
 AA5383.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AA5383.
 AA5383.The orthometric height was determined by differential leveling and
 AA5383.adjusted in August 2004.
 AA5383
 AA5383.Photographs are available for this station.
 AA5383
 AA5383.The dynamic height is computed by dividing the NAVD 88
 AA5383.geopotential number by the normal gravity value computed on the
 AA5383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5383.degrees latitude (g = 980.6199 gals.).
 AA5383
 AA5383.The modeled gravity was interpolated from observed gravity values.
 AA5383
 AA5383;                    North         East    Units  Estimated Accuracy
 AA5383;SPC MN S     -   283,974.1     868,495.2     MT  (+/- 3 meters HH1 GPS) 
 AA5383
 AA5383                          SUPERSEDED SURVEY CONTROL
 AA5383
 AA5383.No superseded survey control is available for this station.
 AA5383
 AA5383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8918344358(NAD 83)
 AA5383
 AA5383_MARKER: DV = VERTICAL CONTROL DISK
 AA5383_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA5383_STAMPING: 1921 G 1991
 AA5383_MARK LOGO: MNDT  
 AA5383_PROJECTION: FLUSH
 AA5383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5383+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 AA5383
 AA5383  HISTORY     - Date     Condition        Report By
 AA5383  HISTORY     - 1991     MONUMENTED       MNDT
 AA5383  HISTORY     - 19920121 GOOD             MNDT
 AA5383  HISTORY     - 19950322 GOOD             NGS
 AA5383  HISTORY     - 20020130 GOOD             MNDT
 AA5383  HISTORY     - 20061028 GOOD             USPSQD
 AA5383  HISTORY     - 20070627 GOOD             MNDT
 AA5383
 AA5383                          STATION DESCRIPTION
 AA5383
 AA5383'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AA5383'RECOVERED IN GOOD CONDITION.  NOTE--5 FT (1.5 M) NORTH OF P-POLE.
 AA5383
 AA5383                          STATION RECOVERY (1995)
 AA5383
 AA5383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (DBH)
 AA5383'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 1
 AA5383'MI (1.6 KM) NORTH OF THE TOWN OF FARMINGTON IN THE NW 1/4 OF SECTION
 AA5383'29, T114N, R19W.  TO REACH THE MARK FROM THE JCT OF TH 3 AND CO RD 50,
 AA5383'GO NORTH ALONG TH 3 FOR 0.85 MI (1.37 KM) TO TH 3 MP 26.85 AND THE
 AA5383'MARK ON THE RIGHT.  THE MARK, A VERTICAL CONTROL DISK ON A DRIVEN
 AA5383'ALUMINUM ROD, IS 71 FT (21.6 M) EAST OF TH 3, 25 FT (7.6 M) NORTH OF A
 AA5383'FIELD ENT, 200 FT (61.0 M) NORTH OF 205TH ST WEST EXTENDED, 5 FT (1.5
 AA5383'M) NORTH OF A P-POLE, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
 AA5383'RECOVERED AND DESCRIBED BY DIXON B.HOYLE, TYPED BY J.E.M.
 AA5383
 AA5383                          STATION RECOVERY (2002)
 AA5383
 AA5383'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AA5383'THE MARK IS 1 MI (1.6 KM) NORTH OF FARMINGTON, 0.85 MI (1.37 KM) NORTH
 AA5383'ALONG TH 3 FROM JCT OF TH 3 AND CO RD 50 WEST IN FARMINGTON, 71 FT
 AA5383'(21.6 M) EAST OF TH 3, AT TH 3 MP 26.85, 200 FT (61.0 M) NORTH OF
 AA5383'205TH ST WEST EXTENDED, 25 FT (7.6 M) NORTH OF FIELD ENT, 5 FT (1.5 M)
 AA5383'NORTH OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT POST.
 AA5383
 AA5383                          STATION RECOVERY (2006)
 AA5383
 AA5383'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 AA5383'RECOVERED IN GOOD CONDITION.
 AA5383
 AA5383                          STATION RECOVERY (2007)
 AA5383
 AA5383'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AA5383'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF CASTLE ROCK, 6.7
 AA5383'MI (10.8 KM) SOUTHWEST OF COATES AND 0.9 MI (1.4 KM) NORTH-NORTHEAST
 AA5383'OF FARMINGTON.
 AA5383' 
 AA5383'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH OF FARMINGTON, AT TRUNK
 AA5383'HIGHWAY 3 MILE POINT 26.85, 0.85 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY
 AA5383'3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 50 WEST, 71 FT
 AA5383'(21.6 M) EAST OF TRUNK HIGHWAY 3, 200 FT (61.0 M) NORTH OF 205TH
 AA5383'STREET WEST EXTENDED, 25 FT (7.6 M) NORTH OF DRIVE TO FIRE NUMBER
 AA5383'20510, 2.7 FT (0.8 M) NORTH OF CABLE BOX, 1.0 FT (0.3 M) SOUTH OF A
 AA5383'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9107 ***********************************************************************
 DE9107  DESIGNATION -  1921 H
 DE9107  PID         -  DE9107
 DE9107  STATE/COUNTY-  MN/DAKOTA
 DE9107  COUNTRY     -  US
 DE9107  USGS QUAD   -  FARMINGTON (1993)
 DE9107
 DE9107                         *CURRENT SURVEY CONTROL
 DE9107  ______________________________________________________________________
 DE9107* NAD 83(1986) POSITION- 44 39 52.83   (N) 093 08 12.72   (W)   HD_HELD1  
 DE9107* NAVD 88 ORTHO HEIGHT -   281.420  (meters)     923.29  (feet) ADJUSTED  
 DE9107  ______________________________________________________________________
 DE9107  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DE9107  DYNAMIC HEIGHT  -        281.393 (meters)      923.20  (feet) COMP
 DE9107  MODELED GRAVITY -    980,512.4   (mgal)                       NAVD 88
 DE9107
 DE9107  VERT ORDER      -  SECOND    CLASS I
 DE9107
 DE9107.The horizontal coordinates were established by differentially corrected
 DE9107.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE9107.
 DE9107.The orthometric height was determined by differential leveling and
 DE9107.adjusted in August 2004.
 DE9107
 DE9107.Photographs are available for this station.
 DE9107
 DE9107.The dynamic height is computed by dividing the NAVD 88
 DE9107.geopotential number by the normal gravity value computed on the
 DE9107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9107.degrees latitude (g = 980.6199 gals.).
 DE9107
 DE9107.The modeled gravity was interpolated from observed gravity values.
 DE9107
 DE9107;                    North         East    Units  Estimated Accuracy
 DE9107;SPC MN S     -   285,326.2     868,444.8     MT  (+/- 3 meters HH1 GPS) 
 DE9107
 DE9107                          SUPERSEDED SURVEY CONTROL
 DE9107
 DE9107.No superseded survey control is available for this station.
 DE9107
 DE9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8915045710(NAD 83)
 DE9107
 DE9107_MARKER: DV = VERTICAL CONTROL DISK
 DE9107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9107_STAMPING: 1921 H 1991
 DE9107_MARK LOGO: MNDT  
 DE9107_PROJECTION: RECESSED 10 CENTIMETERS
 DE9107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9107+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DE9107_ROD/PIPE-DEPTH: 10.4 meters
 DE9107
 DE9107  HISTORY     - Date     Condition        Report By
 DE9107  HISTORY     - 1991     MONUMENTED       MNDT
 DE9107  HISTORY     - 20061028 GOOD             USPSQD
 DE9107  HISTORY     - 20070627 GOOD             MNDT
 DE9107
 DE9107                          STATION DESCRIPTION
 DE9107
 DE9107'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 DE9107'THE MARK IS 2 MI (3.2 KM) NORTH OF FARMINGTON, 1.6 MI (2.6 KM) NORTH
 DE9107'ALONG TH 3 FROM JCT OF TH 3 AND TH 50 WEST IN FARMINGTON, 64 FT (19.5
 DE9107'M) WEST OF TH 3, AT TH 3 MP 27.65, 500 FT (152.4 M) NORTH OF 197TH ST
 DE9107'WEST, 6 FT (1.8 M) WEST OF WEST EDGE OF BIKE PATH, 53 FT (16.2 M) SE
 DE9107'OF EMPIRE TWP WELL-HOUSE NO 2, 1.0 FT (0.3 M) NORTH OF WIT POST.
 DE9107
 DE9107                          STATION RECOVERY (2006)
 DE9107
 DE9107'RECOVERY NOTE BY US POWER SQUADRON 2006 (BC)
 DE9107'RECOVERED IN GOOD CONDITION.
 DE9107
 DE9107                          STATION RECOVERY (2007)
 DE9107
 DE9107'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9107'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF CASTLE ROCK, 6.2
 DE9107'MI (10.0 KM) SOUTHWEST OF COATES AND 1.7 MI (2.7 KM) NORTH OF
 DE9107'FARMINGTON.
 DE9107' 
 DE9107'TO REACH TO THE MARK GO 2 MI (3.2 KM) NORTH OF FARMINGTON, AT TRUNK
 DE9107'HIGHWAY 3 MILE POINT 27.65, ABOUT 1.6 MI (2.6 KM) NORTH ALONG TRUNK
 DE9107'HIGHWAY 3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND TRUNK HIGHWAY 50
 DE9107'WEST, 64 FT (19.5 M) WEST OF TRUNK HIGHWAY 3, 500 FT (152.4 M) NORTH
 DE9107'OF 197TH STREET WEST, 6 FT (1.8 M) WEST OF WEST EDGE OF BIKE PATH, 53
 DE9107'FT (16.2 M) SOUTHEAST OF EMPIRE TOWNSHIP WELL-HOUSE NUMBER 2, 1.0 FT
 DE9107'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9111 ***********************************************************************
 DE9111  DESIGNATION -  1921 L
 DE9111  PID         -  DE9111
 DE9111  STATE/COUNTY-  MN/DAKOTA
 DE9111  COUNTRY     -  US
 DE9111  USGS QUAD   -  FARMINGTON (1993)
 DE9111
 DE9111                         *CURRENT SURVEY CONTROL
 DE9111  ______________________________________________________________________
 DE9111* NAD 83(1986) POSITION- 44 42 30.62   (N) 093 08 12.56   (W)   HD_HELD1  
 DE9111* NAVD 88 ORTHO HEIGHT -   292.022  (meters)     958.08  (feet) ADJUSTED  
 DE9111  ______________________________________________________________________
 DE9111  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DE9111  DYNAMIC HEIGHT  -        291.999 (meters)      958.00  (feet) COMP
 DE9111  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 DE9111
 DE9111  VERT ORDER      -  SECOND    CLASS I
 DE9111
 DE9111.The horizontal coordinates were established by differentially corrected
 DE9111.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE9111.
 DE9111.The orthometric height was determined by differential leveling and
 DE9111.adjusted in August 2004.
 DE9111
 DE9111.Photographs are available for this station.
 DE9111
 DE9111.The dynamic height is computed by dividing the NAVD 88
 DE9111.geopotential number by the normal gravity value computed on the
 DE9111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9111.degrees latitude (g = 980.6199 gals.).
 DE9111
 DE9111.The modeled gravity was interpolated from observed gravity values.
 DE9111
 DE9111;                    North         East    Units  Estimated Accuracy
 DE9111;SPC MN S     -   290,196.3     868,396.9     MT  (+/- 3 meters HH1 GPS) 
 DE9111
 DE9111                          SUPERSEDED SURVEY CONTROL
 DE9111
 DE9111.No superseded survey control is available for this station.
 DE9111
 DE9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8916150578(NAD 83)
 DE9111
 DE9111_MARKER: DV = VERTICAL CONTROL DISK
 DE9111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9111_STAMPING: 1921 L 1991
 DE9111_MARK LOGO: MNDT  
 DE9111_PROJECTION: FLUSH
 DE9111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9111+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DE9111_ROD/PIPE-DEPTH:  6.4 meters
 DE9111
 DE9111  HISTORY     - Date     Condition        Report By
 DE9111  HISTORY     - 1991     MONUMENTED       MNDT
 DE9111  HISTORY     - 20070627 GOOD             MNDT
 DE9111
 DE9111                          STATION DESCRIPTION
 DE9111
 DE9111'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 DE9111'THE MARK IS 5 MI (8.0 KM) NORTH OF FARMINGTON, 2 MI (3.2 KM) SOUTH OF
 DE9111'ROSEMOUNT, 4.7 MI (7.6 KM) NORTH ALONG TH 3 FROM JCT OF TH 3 AND TH 50
 DE9111'WEST IN FARMINGTON, 113.9 FT (34.7 M) WEST OF TH 3, AT TH 3 MP 30.75,
 DE9111'0.4 MI (0.6 KM) NORTH OF 170TH ST, 400 FT (121.9 M) NORTH OF DRIVEWAY
 DE9111'AT HOUSE NO 16700, 69.1 FT (21.1 M) SOUTH OF P-POLE, 1.0 FT (0.3 M)
 DE9111'NORTH OF WIT POST, RECESSED 1 FT, (0.3 M) MAGNETIC, AND SUITABLE FOR
 DE9111'GPS.
 DE9111
 DE9111                          STATION RECOVERY (2007)
 DE9111
 DE9111'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9111'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF
 DE9111'VERMILLION, 5.1 MI (8.2 KM) WEST OF COATES AND 4.7 MI (7.6 KM) NORTH
 DE9111'OF FARMINGTON.
 DE9111' 
 DE9111'TO REACH TO THE MARK GO 5 MI (8.0 KM) NORTH OF FARMINGTON, AT TRUNK
 DE9111'HIGHWAY 3 MILE POINT 30.75, 2 MI (3.2 KM) SOUTH OF ROSEMOUNT, ABOUT
 DE9111'4.7 MI (7.6 KM) NORTH ALONG TRUNK HIGHWAY 3 FROM THE JUNCTION OF TRUNK
 DE9111'HIGHWAY 3 AND TRUNK HIGHWAY 50 WEST, 113.9 FT (34.7 M) WEST OF TRUNK
 DE9111'HIGHWAY 3, 0.4 MI (0.6 KM) NORTH OF 170TH STREET, 400 FT (121.9 M)
 DE9111'NORTH OF DRIVEWAY AT HOUSE NUMBER 16700, 69.1 FT (21.1 M) SOUTH OF
 DE9111'POWER POLE, 6.0 FT (1.8 M) NORTHWEST OF FIBER OPTIC WARNING POST, 1.0
 DE9111'FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9114 ***********************************************************************
 DE9114  DESIGNATION -  1921 M
 DE9114  PID         -  DE9114
 DE9114  STATE/COUNTY-  MN/DAKOTA
 DE9114  COUNTRY     -  US
 DE9114  USGS QUAD   -  FARMINGTON (1993)
 DE9114
 DE9114                         *CURRENT SURVEY CONTROL
 DE9114  ______________________________________________________________________
 DE9114* NAD 83(1986) POSITION- 44 43 26.28   (N) 093 07 55.50   (W)   HD_HELD1  
 DE9114* NAVD 88 ORTHO HEIGHT -   290.944  (meters)     954.54  (feet) ADJUSTED  
 DE9114  ______________________________________________________________________
 DE9114  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DE9114  DYNAMIC HEIGHT  -        290.922 (meters)      954.47  (feet) COMP
 DE9114  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 DE9114
 DE9114  VERT ORDER      -  SECOND    CLASS I
 DE9114
 DE9114.The horizontal coordinates were established by differentially corrected
 DE9114.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE9114.
 DE9114.The orthometric height was determined by differential leveling and
 DE9114.adjusted in August 2004.
 DE9114
 DE9114.Photographs are available for this station.
 DE9114
 DE9114.The dynamic height is computed by dividing the NAVD 88
 DE9114.geopotential number by the normal gravity value computed on the
 DE9114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9114.degrees latitude (g = 980.6199 gals.).
 DE9114
 DE9114.The modeled gravity was interpolated from observed gravity values.
 DE9114
 DE9114;                    North         East    Units  Estimated Accuracy
 DE9114;SPC MN S     -   291,918.2     868,754.1     MT  (+/- 3 meters HH1 GPS) 
 DE9114
 DE9114                          SUPERSEDED SURVEY CONTROL
 DE9114
 DE9114.No superseded survey control is available for this station.
 DE9114
 DE9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8953952295(NAD 83)
 DE9114
 DE9114_MARKER: DV = VERTICAL CONTROL DISK
 DE9114_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9114_SP_SET: BRIDGE ABUTMENT
 DE9114_STAMPING: 1921 M 1998
 DE9114_MARK LOGO: MNDT  
 DE9114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9114+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DE9114
 DE9114  HISTORY     - Date     Condition        Report By
 DE9114  HISTORY     - 1992     MONUMENTED       MNDT
 DE9114  HISTORY     - 20020130 GOOD             MNDT
 DE9114  HISTORY     - 20070627 GOOD             MNDT
 DE9114
 DE9114                          STATION DESCRIPTION
 DE9114
 DE9114'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE9114'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MI (1.6 KM)
 DE9114'SOUTH OF ROSEMOUNT, IN ABUT AT SE COR OF RR BRDG NO 19086 OVER TH 3,
 DE9114'0.65 MI (1.05 KM) SSW ALONG TH 3 FROM JCT OF TH 3 AND CO RD 42 IN
 DE9114'ROSEMOUNT, AT TH 3 MP 31.9, 9.8 FT (3.0 M) SSE OF EAST RAIL OF RR
 DE9114'TRACKS, 19.3 FT (5.9 M) NW OF P-POLE, 1.4 FT (0.4 M) SE OF SE NUT AT
 DE9114'BASE OF CYCLONE FENCE.  DISK SET IN BRDG WHEN BUILT IN 1992 THEN
 DE9114'STAMPED 1998.
 DE9114
 DE9114                          STATION RECOVERY (2007)
 DE9114
 DE9114'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE9114'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF
 DE9114'VERMILLION, 5.8 MI (9.3 KM) NORTH OF FARMINGTON AND 4.8 MI (7.7 KM)
 DE9114'WEST OF COATES.
 DE9114' 
 DE9114'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTH OF ROSEMOUNT, IN
 DE9114'ABUTMENT AT SOUTHEAST CORNER OF RAILROAD BRIDGE NUMBER 19086 OVER
 DE9114'TRUNK HIGHWAY 3, 0.65 MI (1.0 KM) SOUTH-SOUTHWEST ALONG TRUNK HIGHWAY
 DE9114'3 FROM THE JUNCTION OF TRUNK HIGHWAY 3 AND COUNTY ROAD 42 IN
 DE9114'ROSEMOUNT, AT TRUNK HIGHWAY 3 MILE POINT 31.9, 19.3 FT (5.9 M)
 DE9114'NORTHWEST OF POWER POLE, 9.8 FT (3.0 M) SOUTH-SOUTHEAST OF EAST RAIL
 DE9114'OF TRACKS, 1.4 SOUTHEAST OF SOUTHEAST NUT AT BASE OF CYCLONE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1342 ***********************************************************************
 PP1342  DESIGNATION -  1922 A
 PP1342  PID         -  PP1342
 PP1342  STATE/COUNTY-  MN/WASHINGTON
 PP1342  COUNTRY     -  US
 PP1342  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1342
 PP1342                         *CURRENT SURVEY CONTROL
 PP1342  ______________________________________________________________________
 PP1342* NAD 83(1986) POSITION- 44 51 12.     (N) 093 00 24.     (W)   SCALED    
 PP1342* NAVD 88 ORTHO HEIGHT -   217.069  (meters)     712.17  (feet) ADJUSTED  
 PP1342  ______________________________________________________________________
 PP1342  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 PP1342  DYNAMIC HEIGHT  -        217.063 (meters)      712.15  (feet) COMP
 PP1342  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 PP1342
 PP1342  VERT ORDER      -  SECOND    CLASS 0
 PP1342
 PP1342.The horizontal coordinates were scaled from a topographic map and have
 PP1342.an estimated accuracy of +/- 6 seconds.
 PP1342.
 PP1342.The orthometric height was determined by differential leveling and
 PP1342.adjusted in June 1991.
 PP1342
 PP1342.The dynamic height is computed by dividing the NAVD 88
 PP1342.geopotential number by the normal gravity value computed on the
 PP1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1342.degrees latitude (g = 980.6199 gals.).
 PP1342
 PP1342.The modeled gravity was interpolated from observed gravity values.
 PP1342
 PP1342;                    North         East    Units  Estimated Accuracy
 PP1342;SPC MN S     -   306,410.      878,510.      MT  (+/- 180 meters Scaled)
 PP1342
 PP1342                          SUPERSEDED SURVEY CONTROL
 PP1342
 PP1342  NGVD 29 (??/??/92)  217.022  (m)          712.01   (f) ADJ UNCH    2 0
 PP1342
 PP1342.Superseded values are not recommended for survey control.
 PP1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1342.See file dsdata.txt to determine how the superseded data were derived.
 PP1342
 PP1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994666(NAD 83)
 PP1342
 PP1342_MARKER: X = CHISELED CROSS
 PP1342_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1342_SP_SET: BRIDGE ABUTMENT
 PP1342_PROJECTION: FLUSH
 PP1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1342
 PP1342  HISTORY     - Date     Condition        Report By
 PP1342  HISTORY     - UNK      MONUMENTED       MNDT
 PP1342  HISTORY     - 1970     GOOD             MNDT
 PP1342  HISTORY     - 19881215 GOOD             MNDT
 PP1342  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 PP1342
 PP1342                          STATION DESCRIPTION
 PP1342
 PP1342'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1342'IN ST PAUL PARK.
 PP1342'IN THE SOUTH WING WALL OF THE EAST ABUTMENT IN C-M-ST. P. AND P.
 PP1342'RAILROAD BRIDGE NO. 1922 OVER THE MISSISSIPPI RIVER ABOUT 2.0 MILES
 PP1342'SOUTH OF FAI 494.  CORNER OF SE 1/4, SEC 2.
 PP1342
 PP1342                          STATION RECOVERY (1988)
 PP1342
 PP1342'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1342'IN THE CITY OF ST PAUL PARK, 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 56
 PP1342'(CONCORD STREET) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, THENCE
 PP1342'0.65 MILE EAST ALONG 66TH STREET AND ACROSS THE DRAW BRIDGE, AND IN
 PP1342'THE SW 1/4 OF SECTION 1, T27N, R22W. THE MARK IS A CHISELED X IN THE
 PP1342'SOUTH WINGWALL OF THE EAST ABUTMENT OF THE CHICAGO , ROCK ISLAND, AND
 PP1342'PACIFIC RAILROAD BRIDGE (NUMBERED 1922) OVER THE MISSISSIPPI RIVER.
 PP1342
 PP1342                          STATION RECOVERY (2004)
 PP1342
 PP1342'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1342'MARK NOT FOUND. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3415 ***********************************************************************
 PP3415  DESIGNATION -  1923 A
 PP3415  PID         -  PP3415
 PP3415  STATE/COUNTY-  MN/DAKOTA
 PP3415  COUNTRY     -  US
 PP3415  USGS QUAD   -  CANNON FALLS (1974)
 PP3415
 PP3415                         *CURRENT SURVEY CONTROL
 PP3415  ______________________________________________________________________
 PP3415* NAD 83(1986) POSITION- 44 36 03.93   (N) 092 59 04.71   (W)   HD_HELD1  
 PP3415* NAVD 88 ORTHO HEIGHT -   299.670  (meters)     983.17  (feet) ADJUSTED  
 PP3415  ______________________________________________________________________
 PP3415  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 PP3415  DYNAMIC HEIGHT  -        299.633 (meters)      983.05  (feet) COMP
 PP3415  MODELED GRAVITY -    980,484.5   (mgal)                       NAVD 88
 PP3415
 PP3415  VERT ORDER      -  SECOND    CLASS I
 PP3415
 PP3415.The horizontal coordinates were established by differentially corrected
 PP3415.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3415.
 PP3415.The orthometric height was determined by differential leveling and
 PP3415.adjusted in December 2008.
 PP3415
 PP3415.Photographs are available for this station.
 PP3415
 PP3415.The dynamic height is computed by dividing the NAVD 88
 PP3415.geopotential number by the normal gravity value computed on the
 PP3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3415.degrees latitude (g = 980.6199 gals.).
 PP3415
 PP3415.The modeled gravity was interpolated from observed gravity values.
 PP3415
 PP3415;                    North         East    Units  Estimated Accuracy
 PP3415;SPC MN S     -   278,400.3     880,603.1     MT  (+/- 3 meters HH1 GPS) 
 PP3415
 PP3415                          SUPERSEDED SURVEY CONTROL
 PP3415
 PP3415  NAVD 88 (06/23/95)  299.701  (m)          983.27   (f) SUPERSEDED  2 1
 PP3415
 PP3415.Superseded values are not recommended for survey control.
 PP3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3415.See file dsdata.txt to determine how the superseded data were derived.
 PP3415
 PP3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0121838638(NAD 83)
 PP3415
 PP3415_MARKER: DV = VERTICAL CONTROL DISK
 PP3415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3415_SP_SET: ALUMINUM ALLOY ROD
 PP3415_STAMPING: 1923 A 1988
 PP3415_MARK LOGO: MNDT  
 PP3415_PROJECTION: RECESSED 3 CENTIMETERS
 PP3415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3415+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3415_ROD/PIPE-DEPTH:  4.6 meters
 PP3415
 PP3415  HISTORY     - Date     Condition        Report By
 PP3415  HISTORY     - 1988     MONUMENTED       MNDT
 PP3415  HISTORY     - 20021228 GOOD             USPSQD
 PP3415  HISTORY     - 20050328 GOOD             USPSQD
 PP3415  HISTORY     - 20051130 GOOD             MNDT
 PP3415  HISTORY     - 20070702 GOOD             MNDT
 PP3415
 PP3415                          STATION DESCRIPTION
 PP3415
 PP3415'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3415'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) EAST OF THE CITY OF
 PP3415'HAMPTON, 0.4 MI (0.6 KM) EAST ALONG TRUNK HIGHWAY 50 FROM BRIDGE
 PP3415'NUMBER 19011 (TRUNK HIGHWAY 50 OVER TRUNK HIGHWAY 52) AT THE SOUTH
 PP3415'EDGE OF HAMPTON AND IN THE NE 1/4 OF SECTION 16, T113N, R18W.  THE
 PP3415'MARK IS 67.0 FT (20.4 M) SOUTH OF AND ABOUT 5 FT (1.5 M) LOWER THAN
 PP3415'THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 19.4, 1.0 FT (0.3 M) EAST
 PP3415'OF A NORTH-SOUTH FENCE LINE (EAST FENCE OF A CATTLE LANE) AND 0.8 FT
 PP3415'(0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3415'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1923 A
 PP3415'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT
 PP3415'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND RECESSED 1 INCH
 PP3415'BELOW THE SURFACE OF THE GROUND.
 PP3415
 PP3415                          STATION RECOVERY (2002)
 PP3415
 PP3415'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3415'N44 36 03.9/W092 59 04.6 HAS A PROTECTIVE SURROUND PIPE.
 PP3415
 PP3415                          STATION RECOVERY (2005)
 PP3415
 PP3415'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3415'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP3415
 PP3415                          STATION RECOVERY (2005)
 PP3415
 PP3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3415'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF CANNON
 PP3415'FALLS, 5.5 MI (8.8 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.1 MI (8.2 KM)
 PP3415'SOUTH OF VERMILLION.
 PP3415' 
 PP3415'TO REACH FROM TRUNK HIGHWAY 50 OVERPASS, BRIDGE NUMBER 19011, OVER
 PP3415'TRUNK HIGHWAY 52, ROCHESTER BOULEVARD, GO 0.4 MI (0.6 KM) EAST ALONG
 PP3415'TRUNK HIGHWAY 50 TO MILE POINT 19.4.
 PP3415' 
 PP3415'THE MARK IS 67.0 FT (20.4 M) SOUTH OF TRUNK HIGHWAY 50, 1.0 FT (0.3 M)
 PP3415'EAST OF A NORTH-SOUTH FENCE LINE (EAST FENCE OF CATTLE LANE), 0.8 FT
 PP3415'(0.2 M) NORTH OF A WITNESS POST.
 PP3415
 PP3415                          STATION RECOVERY (2007)
 PP3415
 PP3415'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3415'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF CANNON
 PP3415'FALLS, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.1 MI (8.2 KM)
 PP3415'SOUTH OF VERMILLION.
 PP3415' 
 PP3415'TO REACH TO THE MARK GO 0.4 MI (0.6 KM) EAST OF TRUNK HIGHWAY 50
 PP3415'BRIDGE OVER TRUNK HIGHWAY 52 AT HAMPTON, AT TRUNK HIGHWAY 50 MILE
 PP3415'POINT 19.4, 67.0 FT (20.4 M) SOUTH OF TRUNK HIGHWAY 50, 1.0 FT (0.3 M)
 PP3415'EAST OF A NORTH-SOUTH FENCE LINE (EAST FENCE OF CATTLE LANE), 0.8 FT
 PP3415'(0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3414 ***********************************************************************
 PP3414  DESIGNATION -  1923 B
 PP3414  PID         -  PP3414
 PP3414  STATE/COUNTY-  MN/DAKOTA
 PP3414  COUNTRY     -  US
 PP3414  USGS QUAD   -  CANNON FALLS (1974)
 PP3414
 PP3414                         *CURRENT SURVEY CONTROL
 PP3414  ______________________________________________________________________
 PP3414* NAD 83(1986) POSITION- 44 36 04.46   (N) 092 58 16.62   (W)   HD_HELD1  
 PP3414* NAVD 88 ORTHO HEIGHT -   302.283  (meters)     991.74  (feet) ADJUSTED  
 PP3414  ______________________________________________________________________
 PP3414  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 PP3414  DYNAMIC HEIGHT  -        302.245 (meters)      991.62  (feet) COMP
 PP3414  MODELED GRAVITY -    980,484.0   (mgal)                       NAVD 88
 PP3414
 PP3414  VERT ORDER      -  SECOND    CLASS I
 PP3414
 PP3414.The horizontal coordinates were established by differentially corrected
 PP3414.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3414.
 PP3414.The orthometric height was determined by differential leveling and
 PP3414.adjusted in June 1995.
 PP3414
 PP3414.Photographs are available for this station.
 PP3414
 PP3414.The dynamic height is computed by dividing the NAVD 88
 PP3414.geopotential number by the normal gravity value computed on the
 PP3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3414.degrees latitude (g = 980.6199 gals.).
 PP3414
 PP3414.The modeled gravity was interpolated from observed gravity values.
 PP3414
 PP3414;                    North         East    Units  Estimated Accuracy
 PP3414;SPC MN S     -   278,429.9     881,663.3     MT  (+/- 3 meters HH1 GPS) 
 PP3414
 PP3414                          SUPERSEDED SURVEY CONTROL
 PP3414
 PP3414.No superseded survey control is available for this station.
 PP3414
 PP3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0227838655(NAD 83)
 PP3414
 PP3414_MARKER: DB = BENCH MARK DISK
 PP3414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3414_SP_SET: PRECAST CONCRETE POST
 PP3414_STAMPING: 1923 B 1988
 PP3414_MARK LOGO: MNDT  
 PP3414_PROJECTION: RECESSED 3 CENTIMETERS
 PP3414_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3414+STABILITY: SURFACE MOTION
 PP3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3414+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3414
 PP3414  HISTORY     - Date     Condition        Report By
 PP3414  HISTORY     - 1988     MONUMENTED       MNDT
 PP3414  HISTORY     - 20021228 GOOD             USPSQD
 PP3414  HISTORY     - 20050328 GOOD             USPSQD
 PP3414  HISTORY     - 20051130 GOOD             MNDT
 PP3414  HISTORY     - 20070702 GOOD             MNDT
 PP3414
 PP3414                          STATION DESCRIPTION
 PP3414
 PP3414'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3414'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF THE CITY OF HAMPTON,
 PP3414'1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 50 FROM BRIDGE NUMBER 19011
 PP3414'(TRUNK HIGHWAY 50 OVER TRUNK HIGHWAY 52) AT THE SOUTH EDGE OF HAMPTON
 PP3414'AND IN THE NW 1/4 OF SECTION 15, T113N, R18W.  THE MARK IS 27.7 FT
 PP3414'(8.4 M) SOUTH OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE
 PP3414'OF HIGHWAY 50 AT MILEPOINT 20.1, 14.0 FT (4.3 M) WEST OF A FIELD
 PP3414'ENTRANCE, 61.0 FT (18.6 M) SOUTH-SOUTHEAST OF A POWER POLE, 6.3 FT
 PP3414'(1.9 M) EAST OF TELEPHONE CABLE MARKER POST NUMBER 6600-17 AND 0.9 FT
 PP3414'(0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3414'BENCH MARK DISK STAMPED---1923 B 1988---, IS SET IN THE TOP OF A
 PP3414'PRECAST CONCRETE POST (MAGNETIC) THAT IS RECESSED 1 INCH BELOW THE
 PP3414'SURFACE OF THE GROUND.
 PP3414
 PP3414                          STATION RECOVERY (2002)
 PP3414
 PP3414'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3414'N44 36 04.6/W092 58 16.5
 PP3414
 PP3414                          STATION RECOVERY (2005)
 PP3414
 PP3414'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3414'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1988. SPSPS ATD.
 PP3414
 PP3414                          STATION RECOVERY (2005)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3414'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF CANNON
 PP3414'FALLS, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI (8.0 KM)
 PP3414'SOUTH OF VERMILLION.    TO REACH FROM TRUNK HIGHWAY 50 OVERPASS,
 PP3414'BRIDGE NUMBER 19011, OVER TRUNK HIGHWAY 52, ROCHESTER BOULEVARD, GO
 PP3414'1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 50 TO MILE POINT 20.1.
 PP3414' 
 PP3414'THE MARK IS 27.7 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 50, 14.0 FT (4.3 M)
 PP3414'WEST OF A FIELD ENTRANCE, 61.0 FT (18.6 M) SOUTH-SOUTH EAST OF POWER
 PP3414'POLE, 6.3 FT (1.9 M) EAST OF TELEPHONE CABLE MARKER POST 6600-17, 0.9
 PP3414'FT (0.3 M) NORTH OF A WITNESS POST.
 PP3414
 PP3414                          STATION RECOVERY (2007)
 PP3414
 PP3414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3414'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF CANNON
 PP3414'FALLS, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI (8.0 KM)
 PP3414'SOUTH OF VERMILLION.
 PP3414' 
 PP3414'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) EAST OF TRUNK HIGHWAY 50
 PP3414'BRIDGE 19011 OVER TRUNK HIGHWAY 52 AT HAMPTON, AT TRUNK HIGHWAY 50
 PP3414'MILE POINT 20.1, 27.7 FT (8.4 M) SOUTH OF TRUNK HIGHWAY 50, 14.0 FT
 PP3414'(4.3 M) WEST OF A FIELD ENTRANCE, 61.0 FT (18.6 M) SOUTH-SOUTHEAST OF
 PP3414'POWER POLE, 6.3 FT (1.9 M) EAST OF TELEPHONE CABLE MARKER POST
 PP3414'6600-17, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3413 ***********************************************************************
 PP3413  DESIGNATION -  1923 C
 PP3413  PID         -  PP3413
 PP3413  STATE/COUNTY-  MN/DAKOTA
 PP3413  COUNTRY     -  US
 PP3413  USGS QUAD   -  CANNON FALLS (1974)
 PP3413
 PP3413                         *CURRENT SURVEY CONTROL
 PP3413  ______________________________________________________________________
 PP3413* NAD 83(1986) POSITION- 44 36 04.     (N) 092 57 55.     (W)   SCALED    
 PP3413* NAVD 88 ORTHO HEIGHT -   300.563  (meters)     986.10  (feet) ADJUSTED  
 PP3413  ______________________________________________________________________
 PP3413  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 PP3413  DYNAMIC HEIGHT  -        300.525 (meters)      985.97  (feet) COMP
 PP3413  MODELED GRAVITY -    980,483.6   (mgal)                       NAVD 88
 PP3413
 PP3413  VERT ORDER      -  SECOND    CLASS I
 PP3413
 PP3413.The horizontal coordinates were scaled from a topographic map and have
 PP3413.an estimated accuracy of +/- 6 seconds.
 PP3413.
 PP3413.The orthometric height was determined by differential leveling and
 PP3413.adjusted in June 1995.
 PP3413
 PP3413.The dynamic height is computed by dividing the NAVD 88
 PP3413.geopotential number by the normal gravity value computed on the
 PP3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3413.degrees latitude (g = 980.6199 gals.).
 PP3413
 PP3413.The modeled gravity was interpolated from observed gravity values.
 PP3413
 PP3413;                    North         East    Units  Estimated Accuracy
 PP3413;SPC MN S     -   278,420.      882,140.      MT  (+/- 180 meters Scaled)
 PP3413
 PP3413                          SUPERSEDED SURVEY CONTROL
 PP3413
 PP3413.No superseded survey control is available for this station.
 PP3413
 PP3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK027386(NAD 83)
 PP3413
 PP3413_MARKER: DV = VERTICAL CONTROL DISK
 PP3413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3413_SP_SET: ALUMINUM ALLOY ROD
 PP3413_STAMPING: 1923 C 1988
 PP3413_MARK LOGO: MNDT  
 PP3413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3413+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP3413
 PP3413  HISTORY     - Date     Condition        Report By
 PP3413  HISTORY     - 1988     MONUMENTED       MNDT
 PP3413  HISTORY     - 20061028 GOOD             USPSQD
 PP3413  HISTORY     - 20061103 MARK NOT FOUND   MNDT
 PP3413
 PP3413                          STATION DESCRIPTION
 PP3413
 PP3413'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3413'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST OF THE CITY OF
 PP3413'HAMPTON, 1.4 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 50 FROM BRIDGE
 PP3413'NUMBER 19011 (TRUNK HIGHWAY 50 OVER TRUNK HIGHWAY 52) AT THE SOUTH
 PP3413'EDGE OF HAMPTON AND IN THE NW 1/4 OF SECTION 15, T113N, R18W.  THE
 PP3413'MARK IS 119.0 FT (36.3 M) SOUTH OF AND ABOUT 1 FT (0.3 M) HIGHER THAN
 PP3413'THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 20.4, 16 FT (4.9 M) EAST OF
 PP3413'THE CENTER OF A DRIVEWAY, 49.8 FT (15.2 M) EAST-NORTHEAST OF THE
 PP3413'SOUTHEAST CORNER OF A HOUSE WITH AN ATTACHED GARAGE AND 3.0 FT
 PP3413'(0.9 M) EAST OF A POWER POLE WITH A LIGHT.  THE MARK, A STANDARD MNDT
 PP3413'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1923 C
 PP3413'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT
 PP3413'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND PROJECTS 1 INCH
 PP3413'ABOVE THE SURFACE OF THE GROUND.
 PP3413
 PP3413                          STATION RECOVERY (2006)
 PP3413
 PP3413'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3413'RECOVERED IN GOOD CONDITION.
 PP3413
 PP3413                          STATION RECOVERY (2006)
 PP3413
 PP3413'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3413'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3412 ***********************************************************************
 PP3412  DESIGNATION -  1923 D
 PP3412  PID         -  PP3412
 PP3412  STATE/COUNTY-  MN/DAKOTA
 PP3412  COUNTRY     -  US
 PP3412  USGS QUAD   -  CANNON FALLS (1974)
 PP3412
 PP3412                         *CURRENT SURVEY CONTROL
 PP3412  ______________________________________________________________________
 PP3412* NAD 83(1986) POSITION- 44 36 04.83   (N) 092 57 15.11   (W)   HD_HELD1  
 PP3412* NAVD 88 ORTHO HEIGHT -   294.926  (meters)     967.60  (feet) ADJUSTED  
 PP3412  ______________________________________________________________________
 PP3412  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 PP3412  DYNAMIC HEIGHT  -        294.888 (meters)      967.48  (feet) COMP
 PP3412  MODELED GRAVITY -    980,482.9   (mgal)                       NAVD 88
 PP3412
 PP3412  VERT ORDER      -  SECOND    CLASS I
 PP3412
 PP3412.The horizontal coordinates were established by differentially corrected
 PP3412.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3412.
 PP3412.The orthometric height was determined by differential leveling and
 PP3412.adjusted in June 1995.
 PP3412
 PP3412.Photographs are available for this station.
 PP3412
 PP3412.The dynamic height is computed by dividing the NAVD 88
 PP3412.geopotential number by the normal gravity value computed on the
 PP3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3412.degrees latitude (g = 980.6199 gals.).
 PP3412
 PP3412.The modeled gravity was interpolated from observed gravity values.
 PP3412
 PP3412;                    North         East    Units  Estimated Accuracy
 PP3412;SPC MN S     -   278,458.6     883,019.4     MT  (+/- 3 meters HH1 GPS) 
 PP3412
 PP3412                          SUPERSEDED SURVEY CONTROL
 PP3412
 PP3412.No superseded survey control is available for this station.
 PP3412
 PP3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0363438667(NAD 83)
 PP3412
 PP3412_MARKER: DV = VERTICAL CONTROL DISK
 PP3412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3412_SP_SET: ALUMINUM ALLOY ROD
 PP3412_STAMPING: 1923 D 1988
 PP3412_MARK LOGO: MNDT  
 PP3412_PROJECTION: RECESSED 10 CENTIMETERS
 PP3412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3412+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 PP3412_ROD/PIPE-DEPTH:  8.5 meters
 PP3412
 PP3412  HISTORY     - Date     Condition        Report By
 PP3412  HISTORY     - 1988     MONUMENTED       MNDT
 PP3412  HISTORY     - 20021228 GOOD             USPSQD
 PP3412  HISTORY     - 20061028 GOOD             USPSQD
 PP3412  HISTORY     - 20070702 GOOD             MNDT
 PP3412
 PP3412                          STATION DESCRIPTION
 PP3412
 PP3412'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3412'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST OF THE CITY OF NEW
 PP3412'TRIER, 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION
 PP3412'WITH COUNTY ROAD 85 SOUTH (HOGAN AVENUE) IN NEW TRIER TO THE JUNCTION
 PP3412'OF COUNTY ROAD 85 NORTH (GOODWIN AVENUE) AND IN THE SW 1/4 OF SECTION
 PP3412'11, T113N, R18W.  THE MARK IS 39.0 FT (11.9 M) NORTH OF AND ABOUT 2 FT
 PP3412'(0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 20.9,
 PP3412'47.0 FT (14.3 M) EAST OF THE CENTERLINE OF COUNTY ROAD 85, 10.0 FT
 PP3412'(3.0 M) NORTH OF A POWER POLE, 88.4 FT (26.9 M) EAST-SOUTHEAST OF
 PP3412'TELEPHONE CABLE MARKER POST NUMBER 6800-11 AND 0.8 FT (0.2 M) SOUTH
 PP3412'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3412'VERTICAL CONTROL MONUMENT DISK STAMPED---1923 D 1988---, IS FASTENED
 PP3412'TO THE TOP OF A 3/4 INCH DIAMETER BY 28 FOOT LONG ALUMINUM ALLOY ROD
 PP3412'DRIVEN TO REFUSAL AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 PP3412'GROUND.
 PP3412
 PP3412                          STATION RECOVERY (2002)
 PP3412
 PP3412'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3412'N44 36 04.9/W092 57 15.1 HAS A PROTECTIVE SURROUND PIPE.
 PP3412
 PP3412                          STATION RECOVERY (2006)
 PP3412
 PP3412'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3412'RECOVERED IN GOOD CONDITION.
 PP3412
 PP3412                          STATION RECOVERY (2007)
 PP3412
 PP3412'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3412'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF CANNON
 PP3412'FALLS, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF RANDOLPH AND 5.0 MI (8.0 KM)
 PP3412'SOUTH OF VERMILLION.
 PP3412' 
 PP3412'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) WEST OF THE JUNCTION OF TRUNK
 PP3412'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT NEW TRIER, AT
 PP3412'TRUNK HIGHWAY 50 MILE POINT 20.9, AT THE JUNCTION OF TRUNK HIGHWAY 50
 PP3412'AND COUNTY ROAD 85 NORTH (GOODWIN AVENUE), 39.0 FT (11.9 M) NORTH OF
 PP3412'TRUNK HIGHWAY 50, 47.0 FT (14.3 M) EAST OF COUNTY ROAD 85, 10.0 FT
 PP3412'(3.0 M) NORTH OF POWER POLE, 88.4 FT (26.9 M) EAST-SOUTHEAST OF
 PP3412'TELEPHONE CABLE MARKER POST 6800-11, 0.8 FT (0.2 M) SOUTH OF A WITNESS
 PP3412'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3411 ***********************************************************************
 PP3411  DESIGNATION -  1923 E
 PP3411  PID         -  PP3411
 PP3411  STATE/COUNTY-  MN/DAKOTA
 PP3411  COUNTRY     -  US
 PP3411  USGS QUAD   -  CANNON FALLS (1974)
 PP3411
 PP3411                         *CURRENT SURVEY CONTROL
 PP3411  ______________________________________________________________________
 PP3411* NAD 83(1986) POSITION- 44 36 04.     (N) 092 56 41.     (W)   SCALED    
 PP3411* NAVD 88 ORTHO HEIGHT -   306.164  (meters)    1004.47  (feet) ADJUSTED  
 PP3411  ______________________________________________________________________
 PP3411  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 PP3411  DYNAMIC HEIGHT  -        306.125 (meters)     1004.35  (feet) COMP
 PP3411  MODELED GRAVITY -    980,482.1   (mgal)                       NAVD 88
 PP3411
 PP3411  VERT ORDER      -  SECOND    CLASS I
 PP3411
 PP3411.The horizontal coordinates were scaled from a topographic map and have
 PP3411.an estimated accuracy of +/- 6 seconds.
 PP3411.
 PP3411.The orthometric height was determined by differential leveling and
 PP3411.adjusted in June 1995.
 PP3411
 PP3411.The dynamic height is computed by dividing the NAVD 88
 PP3411.geopotential number by the normal gravity value computed on the
 PP3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3411.degrees latitude (g = 980.6199 gals.).
 PP3411
 PP3411.The modeled gravity was interpolated from observed gravity values.
 PP3411
 PP3411;                    North         East    Units  Estimated Accuracy
 PP3411;SPC MN S     -   278,440.      883,770.      MT  (+/- 180 meters Scaled)
 PP3411
 PP3411                          SUPERSEDED SURVEY CONTROL
 PP3411
 PP3411.No superseded survey control is available for this station.
 PP3411
 PP3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK043386(NAD 83)
 PP3411
 PP3411_MARKER: DV = VERTICAL CONTROL DISK
 PP3411_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3411_SP_SET: ALUMINUM ALLOY ROD
 PP3411_STAMPING: 1923 E 1988
 PP3411_MARK LOGO: MNDT  
 PP3411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3411
 PP3411  HISTORY     - Date     Condition        Report By
 PP3411  HISTORY     - 1988     MONUMENTED       MNDT
 PP3411  HISTORY     - 20061028 MARK NOT FOUND   USPSQD
 PP3411  HISTORY     - 20061103 MARK NOT FOUND   MNDT
 PP3411
 PP3411                          STATION DESCRIPTION
 PP3411
 PP3411'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3411'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF THE CITY OF NEW
 PP3411'TRIER, 0.55 MI (0.89 KM) WEST ALONG TRUNK HIGHWAY 50 FROM ITS
 PP3411'JUNCTION WITH COUNTY ROAD 85 IN NEW TRIER AND IN THE SW 1/4 OF
 PP3411'SECTION 11, T113N, R18W.  THE MARK IS 99.0 FT (30.2 M) NORTH OF AND
 PP3411'ABOUT 10 FT (3.0 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3411'MILEPOINT 21.4, 116.0 FT (35.4 M) EAST OF THE CENTER OF A FARM
 PP3411'ENTRANCE, 0.8 FT (0.2 M) WEST OF A WOODEN FENCE, 15.0 FT (4.6 M)
 PP3411'SOUTH-SOUTHEAST OF A SMALL APPLE TREE AND 17.6 FT (5.4 M)
 PP3411'WEST-NORTHWEST OF A WOOD GATE POST AT THE WEST END OF A FEEDING BANK.
 PP3411'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3411'MONUMENT DISK STAMPED---1923 E 1988---, IS FASTENED TO THE TOP OF A
 PP3411'3/4 INCH DIAMETER BY 10 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3411'REFUSAL AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 PP3411
 PP3411                          STATION RECOVERY (2006)
 PP3411
 PP3411'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3411'MARK NOT FOUND.
 PP3411
 PP3411                          STATION RECOVERY (2006)
 PP3411
 PP3411'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3411'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3410 ***********************************************************************
 PP3410  DESIGNATION -  1923 F
 PP3410  PID         -  PP3410
 PP3410  STATE/COUNTY-  MN/DAKOTA
 PP3410  COUNTRY     -  US
 PP3410  USGS QUAD   -  CANNON FALLS (1974)
 PP3410
 PP3410                         *CURRENT SURVEY CONTROL
 PP3410  ______________________________________________________________________
 PP3410* NAD 83(1986) POSITION- 44 36 04.1    (N) 092 55 59.0    (W)   HD_HELD2  
 PP3410* NAVD 88 ORTHO HEIGHT -   296.460  (meters)     972.64  (feet) ADJUSTED  
 PP3410  ______________________________________________________________________
 PP3410  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 PP3410  DYNAMIC HEIGHT  -        296.422 (meters)      972.51  (feet) COMP
 PP3410  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 PP3410
 PP3410  VERT ORDER      -  SECOND    CLASS I
 PP3410
 PP3410.The horizontal coordinates were established by autonomous hand held GPS
 PP3410.observations and have an estimated accuracy of +/- 10 meters.
 PP3410.
 PP3410.The orthometric height was determined by differential leveling and
 PP3410.adjusted in June 1995.
 PP3410
 PP3410.Photographs are available for this station.
 PP3410
 PP3410.The dynamic height is computed by dividing the NAVD 88
 PP3410.geopotential number by the normal gravity value computed on the
 PP3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3410.degrees latitude (g = 980.6199 gals.).
 PP3410
 PP3410.The modeled gravity was interpolated from observed gravity values.
 PP3410
 PP3410;                    North         East    Units  Estimated Accuracy
 PP3410;SPC MN S     -   278,458.      884,698.      MT  (+/- 10 meters HH2 GPS)
 PP3410
 PP3410                          SUPERSEDED SURVEY CONTROL
 PP3410
 PP3410.No superseded survey control is available for this station.
 PP3410
 PP3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0531238645(NAD 83)
 PP3410
 PP3410_MARKER: DV = VERTICAL CONTROL DISK
 PP3410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3410_SP_SET: ALUMINUM ALLOY ROD
 PP3410_STAMPING: 1923 F 1988
 PP3410_MARK LOGO: MNDT  
 PP3410_PROJECTION: FLUSH
 PP3410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3410+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3410_ROD/PIPE-DEPTH:  4.9 meters
 PP3410
 PP3410  HISTORY     - Date     Condition        Report By
 PP3410  HISTORY     - 1988     MONUMENTED       MNDT
 PP3410  HISTORY     - 20021228 GOOD             USPSQD
 PP3410  HISTORY     - 20040727 GOOD             USPSQD
 PP3410  HISTORY     - 20061028 GOOD             USPSQD
 PP3410  HISTORY     - 20070710 GOOD             MNDT
 PP3410
 PP3410                          STATION DESCRIPTION
 PP3410
 PP3410'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3410'THE MARK IS LOCATED IN THE CITY OF NEW TRIER, ABOUT 250 FT (76.2 M)
 PP3410'EAST OF THE INTERSECTION OF COUNTY ROAD 85 (HOGAN AVENUE) AND TRUNK
 PP3410'HIGHWAY 50 AND IN THE NW 1/4 OF SECTION 13, T113N, R18W.  THE MARK IS
 PP3410'32.0 FT (9.8 M) SOUTH OF AND ABOUT 0.5 FT (0.2 M) LOWER THAN THE
 PP3410'CENTERLINE OF HIGHWAY 50 AT MILEPOINT 21.9, 44.1 FT (13.4 M)
 PP3410'NORTHEAST OF THE NORTHEAST CORNER OF THE NEW TRIER CITY HALL, 4.3 FT
 PP3410'(1.3 M) SOUTHEAST OF A POWER POLE AND 3.4 FT (1.0 M) SOUTHEAST OF A
 PP3410'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3410'VERTICAL CONTROL MONUMENT DISK STAMPED---1923 F 1988---, IS FASTENED
 PP3410'TO THE TOP OF A 3/4 INCH DIAMETER BY 16 FOOT LONG ALUMINUM ALLOY ROD
 PP3410'DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3410
 PP3410                          STATION RECOVERY (2002)
 PP3410
 PP3410'RECOVERY NOTE BY US POWER SQUADRON 2002 (CTK)
 PP3410'N44 36 04.2/W092 55 59.1
 PP3410
 PP3410                          STATION RECOVERY (2004)
 PP3410
 PP3410'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3410'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP3410
 PP3410                          STATION RECOVERY (2006)
 PP3410
 PP3410'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3410'RECOVERED IN GOOD CONDITION.
 PP3410
 PP3410                          STATION RECOVERY (2007)
 PP3410
 PP3410'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3410'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF CANNON
 PP3410'FALLS, 5.9 MI (9.5 KM) WEST OF MIESVILLE AND 5.3 MI (8.5 KM)
 PP3410'SOUTH-SOUTHEAST OF VERMILLION.
 PP3410' 
 PP3410'TO REACH TO THE MARK GO 250 FT (76.2 M) EAST OF THE JUNCTION OF TRUNK
 PP3410'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT NEW TRIER, AT
 PP3410'TRUNK HIGHWAY 50 MILE POINT 21.9, 32.0 FT (9.8 M) SOUTH OF TRUNK
 PP3410'HIGHWAY 50, 44.1 FT (13.4 M) NORTHEAST OF THE NORTHEAST CORNER OF CITY
 PP3410'HALL, 4.3 FT (1.3 M) SOUTHEAST OF POWER POLE, 3.4 FT (1.0 M) SOUTHEAST
 PP3410'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3408 ***********************************************************************
 PP3408  DESIGNATION -  1923 H
 PP3408  PID         -  PP3408
 PP3408  STATE/COUNTY-  MN/DAKOTA
 PP3408  COUNTRY     -  US
 PP3408  USGS QUAD   -  CANNON FALLS (1974)
 PP3408
 PP3408                         *CURRENT SURVEY CONTROL
 PP3408  ______________________________________________________________________
 PP3408* NAD 83(1986) POSITION- 44 36 03.81   (N) 092 54 25.04   (W)   HD_HELD1  
 PP3408* NAVD 88 ORTHO HEIGHT -   305.496  (meters)    1002.28  (feet) ADJUSTED  
 PP3408  ______________________________________________________________________
 PP3408  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 PP3408  DYNAMIC HEIGHT  -        305.455 (meters)     1002.15  (feet) COMP
 PP3408  MODELED GRAVITY -    980,478.0   (mgal)                       NAVD 88
 PP3408
 PP3408  VERT ORDER      -  SECOND    CLASS I
 PP3408
 PP3408.The horizontal coordinates were established by differentially corrected
 PP3408.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3408.
 PP3408.The orthometric height was determined by differential leveling and
 PP3408.adjusted in June 1995.
 PP3408
 PP3408.Photographs are available for this station.
 PP3408
 PP3408.The dynamic height is computed by dividing the NAVD 88
 PP3408.geopotential number by the normal gravity value computed on the
 PP3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3408.degrees latitude (g = 980.6199 gals.).
 PP3408
 PP3408.The modeled gravity was interpolated from observed gravity values.
 PP3408
 PP3408;                    North         East    Units  Estimated Accuracy
 PP3408;SPC MN S     -   278,476.1     886,769.8     MT  (+/- 3 meters HH1 GPS) 
 PP3408
 PP3408                          SUPERSEDED SURVEY CONTROL
 PP3408
 PP3408.No superseded survey control is available for this station.
 PP3408
 PP3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0738438638(NAD 83)
 PP3408
 PP3408_MARKER: DV = VERTICAL CONTROL DISK
 PP3408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3408_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3408_STAMPING: 1923 H 1988
 PP3408_MARK LOGO: MNDT  
 PP3408_PROJECTION: RECESSED 5 CENTIMETERS
 PP3408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3408+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3408
 PP3408  HISTORY     - Date     Condition        Report By
 PP3408  HISTORY     - 1988     MONUMENTED       MNDT
 PP3408  HISTORY     - 20040727 MARK NOT FOUND   USPSQD
 PP3408  HISTORY     - 20070710 GOOD             MNDT
 PP3408
 PP3408                          STATION DESCRIPTION
 PP3408
 PP3408'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3408'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF THE CITY OF NEW TRIER,
 PP3408'1.35 MI (2.17 KM) EAST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH
 PP3408'COUNTY ROAD 85 (HOGAN AVENUE) IN NEW TRIER AND IN THE NW 1/4 OF
 PP3408'SECTION 18, T113N, R17W.  THE MARK IS 58.7 FT (17.9 M) SOUTH OF AND
 PP3408'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3408'MILEPOINT 23.2, 6.8 FT (2.1 M) SOUTH OF A 14 INCH BOXELDER TREE AND
 PP3408'0.8 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3408'MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---1923
 PP3408'H 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH BY 8.5 FOOT LONG
 PP3408'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND PROJECTS 1 INCH ABOVE THE
 PP3408'SURFACE OF THE GROUND.
 PP3408
 PP3408                          STATION RECOVERY (2004)
 PP3408
 PP3408'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3408'MARK NOT FOUND, NEW CONSTRUCTION IN THE AREA. SPSPS ATD
 PP3408
 PP3408                          STATION RECOVERY (2007)
 PP3408
 PP3408'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3408'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF CANNON FALLS, 5.8
 PP3408'MI (9.3 KM) SOUTH-SOUTHEAST OF VERMILLION AND 4.6 MI (7.4 KM) WEST OF
 PP3408'MIESVILLE.
 PP3408' 
 PP3408'TO REACH TO THE MARK GO 1.35 MI (2.2 KM) EAST OF THE JUNCTION OF TRUNK
 PP3408'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT NEW TRIER, AT
 PP3408'TRUNK HIGHWAY 50 MILE POINT 23.2, 58.7 FT (17.9 M) SOUTH OF TRUNK
 PP3408'HIGHWAY 50, 120 FT (36.6 M) WEST OF DRIVE TO FIRE NUMBER 9834, 120 FT
 PP3408'(36.6 M) EAST OF TRIPLE POWER POLE WITH TRANSFORMERS, 6.8 FT (2.1 M)
 PP3408'SOUTH OF 14 INCH (36 CM) BOX ELDER TREE, 1.0 FT (0.3 M) NORTH OF A
 PP3408'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3406 ***********************************************************************
 PP3406  DESIGNATION -  1923 K
 PP3406  PID         -  PP3406
 PP3406  STATE/COUNTY-  MN/DAKOTA
 PP3406  COUNTRY     -  US
 PP3406  USGS QUAD   -  CANNON FALLS (1974)
 PP3406
 PP3406                         *CURRENT SURVEY CONTROL
 PP3406  ______________________________________________________________________
 PP3406* NAD 83(1986) POSITION- 44 36 00.88   (N) 092 53 37.24   (W)   HD_HELD1  
 PP3406* NAVD 88 ORTHO HEIGHT -   307.705  (meters)    1009.53  (feet) ADJUSTED  
 PP3406  ______________________________________________________________________
 PP3406  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 PP3406  DYNAMIC HEIGHT  -        307.664 (meters)     1009.39  (feet) COMP
 PP3406  MODELED GRAVITY -    980,476.1   (mgal)                       NAVD 88
 PP3406
 PP3406  VERT ORDER      -  SECOND    CLASS I
 PP3406
 PP3406.The horizontal coordinates were established by differentially corrected
 PP3406.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3406.
 PP3406.The orthometric height was determined by differential leveling and
 PP3406.adjusted in June 1995.
 PP3406
 PP3406.Photographs are available for this station.
 PP3406
 PP3406.The dynamic height is computed by dividing the NAVD 88
 PP3406.geopotential number by the normal gravity value computed on the
 PP3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3406.degrees latitude (g = 980.6199 gals.).
 PP3406
 PP3406.The modeled gravity was interpolated from observed gravity values.
 PP3406
 PP3406;                    North         East    Units  Estimated Accuracy
 PP3406;SPC MN S     -   278,399.9     887,825.0     MT  (+/- 3 meters HH1 GPS) 
 PP3406
 PP3406                          SUPERSEDED SURVEY CONTROL
 PP3406
 PP3406.No superseded survey control is available for this station.
 PP3406
 PP3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0843738549(NAD 83)
 PP3406
 PP3406_MARKER: DV = VERTICAL CONTROL DISK
 PP3406_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3406_SP_SET: METAL ROD DRIVEN INTO GROUND
 PP3406_STAMPING: 1923 K 1988
 PP3406_MARK LOGO: MNDT  
 PP3406_PROJECTION: PROJECTING 13 CENTIMETERS
 PP3406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3406+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3406
 PP3406  HISTORY     - Date     Condition        Report By
 PP3406  HISTORY     - 1988     MONUMENTED       MNDT
 PP3406  HISTORY     - 20040727 GOOD             USPSQD
 PP3406  HISTORY     - 20070710 GOOD             MNDT
 PP3406
 PP3406                          STATION DESCRIPTION
 PP3406
 PP3406'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3406'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) EAST OF THE CITY OF NEW
 PP3406'TRIER, 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION
 PP3406'WITH COUNTY ROAD 85 (HOGAN AVENUE) IN NEW TRIER TO A NORTH-SOUTH
 PP3406'GRAVEL CROSSROAD (JOAN AVENUE) AT MILEPOINT 23.9, THENCE SOUTH ON
 PP3406'JOAN AVENUE FOR ABOUT 360 FT (109.7 M) AND IN THE NE 1/4 OF SECTION
 PP3406'18, T113N, R17W.  THE MARK IS 21.5 FT (6.6 M) WEST OF AND ABOUT 3 FT
 PP3406'(0.9 M) HIGHER THAN THE CENTER OF THE GRAVEL ROAD, 4.2 FT (1.3 M)
 PP3406'EAST OF A POWER POLE AND 0.9 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.
 PP3406'THE MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PP3406'DISK STAMPED---1923 K 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3406'DIAMETER BY 6 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3406'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3406
 PP3406                          STATION RECOVERY (2004)
 PP3406
 PP3406'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3406'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP3406
 PP3406                          STATION RECOVERY (2007)
 PP3406
 PP3406'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP3406'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF CANNON FALLS, 6.2
 PP3406'MI (10.0 KM) SOUTHEAST OF VERMILLION AND 4.0 MI (6.4 KM) WEST OF
 PP3406'MIESVILLE.
 PP3406' 
 PP3406'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF THE JUNCTION OF TRUNK
 PP3406'HIGHWAY 50 AND COUNTY ROAD 85 SOUTH (HOGAN AVENUE) AT TRUNK HIGHWAY 50
 PP3406'MILE POINT 23.9, AT NEW TRIER, AT THE JUNCTION OF TRUNK HIGHWAY 50 AND
 PP3406'JOAN AVENUE, 360 FT (109.7 M) SOUTH OF TRUNK HIGHWAY 50, 21.5 FT (6.6
 PP3406'M) WEST OF JOAN AVENUE, 4.2 FT (1.3 M) EAST OF POWER POLE, 0.9 FT (0.3
 PP3406'M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3405 ***********************************************************************
 PP3405  DESIGNATION -  1923 L
 PP3405  PID         -  PP3405
 PP3405  STATE/COUNTY-  MN/DAKOTA
 PP3405  COUNTRY     -  US
 PP3405  USGS QUAD   -  CANNON FALLS (1974)
 PP3405
 PP3405                         *CURRENT SURVEY CONTROL
 PP3405  ______________________________________________________________________
 PP3405* NAD 83(1986) POSITION- 44 36 04.     (N) 092 53 23.     (W)   SCALED    
 PP3405* NAVD 88 ORTHO HEIGHT -   311.926  (meters)    1023.38  (feet) ADJUSTED  
 PP3405  ______________________________________________________________________
 PP3405  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 PP3405  DYNAMIC HEIGHT  -        311.885 (meters)     1023.24  (feet) COMP
 PP3405  MODELED GRAVITY -    980,475.6   (mgal)                       NAVD 88
 PP3405
 PP3405  VERT ORDER      -  SECOND    CLASS I
 PP3405
 PP3405.The horizontal coordinates were scaled from a topographic map and have
 PP3405.an estimated accuracy of +/- 6 seconds.
 PP3405.
 PP3405.The orthometric height was determined by differential leveling and
 PP3405.adjusted in June 1995.
 PP3405
 PP3405.The dynamic height is computed by dividing the NAVD 88
 PP3405.geopotential number by the normal gravity value computed on the
 PP3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3405.degrees latitude (g = 980.6199 gals.).
 PP3405
 PP3405.The modeled gravity was interpolated from observed gravity values.
 PP3405
 PP3405;                    North         East    Units  Estimated Accuracy
 PP3405;SPC MN S     -   278,500.      888,140.      MT  (+/- 180 meters Scaled)
 PP3405
 PP3405                          SUPERSEDED SURVEY CONTROL
 PP3405
 PP3405.No superseded survey control is available for this station.
 PP3405
 PP3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK087386(NAD 83)
 PP3405
 PP3405_MARKER: DB = BENCH MARK DISK
 PP3405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3405_SP_SET: PRECAST CONCRETE MONUMENT
 PP3405_STAMPING: 1923 L 1988
 PP3405_MARK LOGO: MNDT  
 PP3405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3405+STABILITY: SURFACE MOTION
 PP3405
 PP3405  HISTORY     - Date     Condition        Report By
 PP3405  HISTORY     - 1988     MONUMENTED       MNDT
 PP3405  HISTORY     - 20061103 MARK NOT FOUND   MNDT
 PP3405
 PP3405                          STATION DESCRIPTION
 PP3405
 PP3405'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3405'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF THE CITY OF NEW TRIER,
 PP3405'2.25 MI (3.62 KM) EAST ALONG TRUNK HIGHWAY 50 FROM ITS JUNCTION WITH
 PP3405'COUNTY ROAD 85 (HOGAN AVENUE) IN NEW TIER AND IN THE NW 1/4 OF
 PP3405'SECTION 17, T113N, R17W.  THE MARK IS 31.2 FT (9.5 M) SOUTH OF AND
 PP3405'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 50 AT MILEPOINT 24.2 AND
 PP3405'0.5 FT (0.2 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3405'MNDT BENCH MARK DISK STAMPED---1923 L 1988---, IS SET IN THE TOP OF A
 PP3405'PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 3 INCHES ABOVE THE
 PP3405'SURFACE OF THE GROUND.
 PP3405
 PP3405                          STATION RECOVERY (2006)
 PP3405
 PP3405'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP3405'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3404 ***********************************************************************
 PP3404  DESIGNATION -  1923 M
 PP3404  PID         -  PP3404
 PP3404  STATE/COUNTY-  MN/DAKOTA
 PP3404  COUNTRY     -  US
 PP3404  USGS QUAD   -  MIESVILLE (1974)
 PP3404
 PP3404                         *CURRENT SURVEY CONTROL
 PP3404  ______________________________________________________________________
 PP3404* NAD 83(1986) POSITION- 44 36 04.54   (N) 092 52 27.75   (W)   HD_HELD1  
 PP3404* NAVD 88 ORTHO HEIGHT -   311.966  (meters)    1023.51  (feet) ADJUSTED  
 PP3404  ______________________________________________________________________
 PP3404  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 PP3404  DYNAMIC HEIGHT  -        311.923 (meters)     1023.37  (feet) COMP
 PP3404  MODELED GRAVITY -    980,473.0   (mgal)                       NAVD 88
 PP3404
 PP3404  VERT ORDER      -  SECOND    CLASS I
 PP3404
 PP3404.The horizontal coordinates were established by differentially corrected
 PP3404.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3404.
 PP3404.The orthometric height was determined by differential leveling and
 PP3404.adjusted in June 1995.
 PP3404
 PP3404.Photographs are available for this station.
 PP3404
 PP3404.The dynamic height is computed by dividing the NAVD 88
 PP3404.geopotential number by the normal gravity value computed on the
 PP3404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3404.degrees latitude (g = 980.6199 gals.).
 PP3404
 PP3404.The modeled gravity was interpolated from observed gravity values.
 PP3404
 PP3404;                    North         East    Units  Estimated Accuracy
 PP3404;SPC MN S     -   278,533.8     889,355.7     MT  (+/- 3 meters HH1 GPS) 
 PP3404
 PP3404                          SUPERSEDED SURVEY CONTROL
 PP3404
 PP3404.No superseded survey control is available for this station.
 PP3404
 PP3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0996938664(NAD 83)
 PP3404
 PP3404_MARKER: DB = BENCH MARK DISK
 PP3404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3404_SP_SET: PRECAST CONCRETE POST
 PP3404_STAMPING: 1923 M 1988
 PP3404_MARK LOGO: MNDT  
 PP3404_PROJECTION: FLUSH
 PP3404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3404+STABILITY: SURFACE MOTION
 PP3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3404+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3404
 PP3404  HISTORY     - Date     Condition        Report By
 PP3404  HISTORY     - 1988     MONUMENTED       MNDT
 PP3404  HISTORY     - 20021207 GOOD             USPSQD
 PP3404  HISTORY     - 20070710 GOOD             MNDT
 PP3404
 PP3404                          STATION DESCRIPTION
 PP3404
 PP3404'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3404'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF THE CITY OF MIESVILLE,
 PP3404'1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST BOUNDARY OF
 PP3404'MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST ALONG
 PP3404'HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK HIGHWAY 20,
 PP3404'THENCE WEST ALONG HIGHWAY 50 FOR 0.7 MI (1.1 KM) AND IN THE SE 1/4 OF
 PP3404'SECTION 8, T113N, R17W.  THE MARK IS 26.9 FT (8.2 M) NORTH OF AND
 PP3404'ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF HIGHWAY 50 AT
 PP3404'MILEPOINT 24.8, 4.3 FT (1.3 M) EAST OF A POWER POLE AND 0.6 FT
 PP3404'(0.2 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3404'BENCH MARK DISK STAMPED---1923 M 1988---, IS SET IN THE TOP OF A
 PP3404'PRECAST CONCRETE POST (MAGNETIC) THAT PROJECTS 3 INCHES ABOVE THE
 PP3404'SURFACE OF THE GROUND.
 PP3404
 PP3404                          STATION RECOVERY (2002)
 PP3404
 PP3404'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3404'RECOVERED IN GOOD CONDITION.
 PP3404
 PP3404                          STATION RECOVERY (2007)
 PP3404
 PP3404'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3404'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF VERMILLION,
 PP3404'6.7 MI (10.8 KM) NORTH-NORTHEAST OF CANNON FALLS AND 3.0 MI (4.8 KM)
 PP3404'WEST OF MIESVILLE.
 PP3404' 
 PP3404'TO REACH TO THE MARK GO 0.7 MI (1.1 KM) WEST OF THE JUNCTION OF TRUNK
 PP3404'HIGHWAY 50 AND TRUNK HIGHWAY 20 AT TRUNK HIGHWAY 50 MILE POINT 24.8,
 PP3404'26.9 FT (8.2 M) NORTH OF TRUNK HIGHWAY 50, 4.3 FT (1.3 M) EAST OF
 PP3404'POWER POLE, 250 WEST OF DRIVE WITH ROW OF SPRUCE TREES, 0.6 FT (0.2 M)
 PP3404'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3403 ***********************************************************************
 PP3403  DESIGNATION -  1923 N
 PP3403  PID         -  PP3403
 PP3403  STATE/COUNTY-  MN/DAKOTA
 PP3403  COUNTRY     -  US
 PP3403  USGS QUAD   -  MIESVILLE (1974)
 PP3403
 PP3403                         *CURRENT SURVEY CONTROL
 PP3403  ______________________________________________________________________
 PP3403* NAD 83(1986) POSITION- 44 36 07.22   (N) 092 51 59.65   (W)   HD_HELD1  
 PP3403* NAVD 88 ORTHO HEIGHT -   317.931  (meters)    1043.08  (feet) ADJUSTED  
 PP3403  ______________________________________________________________________
 PP3403  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 PP3403  DYNAMIC HEIGHT  -        317.887 (meters)     1042.93  (feet) COMP
 PP3403  MODELED GRAVITY -    980,471.6   (mgal)                       NAVD 88
 PP3403
 PP3403  VERT ORDER      -  SECOND    CLASS I
 PP3403
 PP3403.The horizontal coordinates were established by differentially corrected
 PP3403.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3403.
 PP3403.The orthometric height was determined by differential leveling and
 PP3403.adjusted in June 1995.
 PP3403
 PP3403.Photographs are available for this station.
 PP3403
 PP3403.The dynamic height is computed by dividing the NAVD 88
 PP3403.geopotential number by the normal gravity value computed on the
 PP3403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3403.degrees latitude (g = 980.6199 gals.).
 PP3403
 PP3403.The modeled gravity was interpolated from observed gravity values.
 PP3403
 PP3403;                    North         East    Units  Estimated Accuracy
 PP3403;SPC MN S     -   278,625.0     889,974.2     MT  (+/- 3 meters HH1 GPS) 
 PP3403
 PP3403                          SUPERSEDED SURVEY CONTROL
 PP3403
 PP3403.No superseded survey control is available for this station.
 PP3403
 PP3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1058838748(NAD 83)
 PP3403
 PP3403_MARKER: DV = VERTICAL CONTROL DISK
 PP3403_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3403_SP_SET: ALUMINUM ALLOY ROD
 PP3403_STAMPING: 1923 N 1988
 PP3403_MARK LOGO: MNDT  
 PP3403_PROJECTION: RECESSED 10 CENTIMETERS
 PP3403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3403+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP3403_ROD/PIPE-DEPTH:  6.1 meters
 PP3403
 PP3403  HISTORY     - Date     Condition        Report By
 PP3403  HISTORY     - 1988     MONUMENTED       MNDT
 PP3403  HISTORY     - 20021207 GOOD             USPSQD
 PP3403  HISTORY     - 20040727 GOOD             USPSQD
 PP3403  HISTORY     - 20070710 GOOD             MNDT
 PP3403
 PP3403                          STATION DESCRIPTION
 PP3403
 PP3403'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3403'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF
 PP3403'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3403'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3403'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3403'HIGHWAY 20, THENCE WEST ALONG HIGHWAY 50 FOR 0.3 MI (0.5 KM) TO A
 PP3403'FARM ENTRANCE NORTH AND IN THE SW 1/4 OF SECTION 9, T113N, R17W.  THE
 PP3403'MARK IS ABOUT 300 FT (91.4 M) NORTH OF THE CENTERLINE OF HIGHWAY 50
 PP3403'AT MILEPOINT 25.3, 20.0 FT (6.1 M) WEST OF AND ABOUT 0.5 FT (0.2 M)
 PP3403'HIGHER THAN THE CENTER OF THE ENTRANCE, 2.3 FT (0.7 M) SOUTH OF A
 PP3403'POWER POLE AND 0.7 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP3403'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3403'DISK STAMPED---1923 N 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3403'BY 20 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND 2 INCHES
 PP3403'BELOW GROUND LEVEL.
 PP3403
 PP3403                          STATION RECOVERY (2002)
 PP3403
 PP3403'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3403'MARK IS ONLY 0.2 FT EAST OF THE STEEL WITNESS POST.
 PP3403
 PP3403                          STATION RECOVERY (2004)
 PP3403
 PP3403'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3403'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
 PP3403
 PP3403                          STATION RECOVERY (2007)
 PP3403
 PP3403'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3403'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF CANNON
 PP3403'FALLS, 6.7 MI (10.8 KM) WEST-NORTHWEST OF WELCH AND 2.6 MI (4.2 KM)
 PP3403'WEST OF MIESVILLE.
 PP3403' 
 PP3403'TO REACH TO THE MARK GO 0.3 MI (0.5 KM) WEST OF THE JUNCTION OF TRUNK
 PP3403'HIGHWAY 20 AND TRUNK HIGHWAY 50 AT TRUNK HIGHWAY 50 MILE POINT 25.3,
 PP3403'300 FT (91.4 M) NORTH OF TRUNK HIGHWAY 50, 20 FT (6.1 M) WEST OF
 PP3403'ENTRANCE TO ADDRESS NUMBER 11843, 2.3 FT (0.7 M) SOUTH OF POWER POLE,
 PP3403'0.7 FT (0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ8663 ***********************************************************************
 DJ8663  DESIGNATION -  1924
 DJ8663  PID         -  DJ8663
 DJ8663  STATE/COUNTY-  MN/BIG STONE
 DJ8663  COUNTRY     -  US
 DJ8663  USGS QUAD   -  ORTONVILLE (1971)
 DJ8663
 DJ8663                         *CURRENT SURVEY CONTROL
 DJ8663  ______________________________________________________________________
 DJ8663* NAD 83(1986) POSITION- 45 17 45.     (N) 096 26 43.     (W)   SCALED    
 DJ8663* NAVD 88 ORTHO HEIGHT -   297.460  (meters)     975.92  (feet) ADJUSTED  
 DJ8663  ______________________________________________________________________
 DJ8663  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DJ8663  DYNAMIC HEIGHT  -        297.441 (meters)      975.85  (feet) COMP
 DJ8663  MODELED GRAVITY -    980,545.2   (mgal)                       NAVD 88
 DJ8663
 DJ8663  VERT ORDER      -  SECOND    CLASS I
 DJ8663
 DJ8663.The horizontal coordinates were scaled from a topographic map and have
 DJ8663.an estimated accuracy of +/- 6 seconds.
 DJ8663.
 DJ8663.The orthometric height was determined by differential leveling and
 DJ8663.adjusted in July 2008.
 DJ8663
 DJ8663.No vertical observational check was made to the station.
 DJ8663
 DJ8663.The dynamic height is computed by dividing the NAVD 88
 DJ8663.geopotential number by the normal gravity value computed on the
 DJ8663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8663.degrees latitude (g = 980.6199 gals.).
 DJ8663
 DJ8663.The modeled gravity was interpolated from observed gravity values.
 DJ8663
 DJ8663;                    North         East    Units  Estimated Accuracy
 DJ8663;SPC MN S     -   357,970.      608,220.      MT  (+/- 180 meters Scaled)
 DJ8663
 DJ8663                          SUPERSEDED SURVEY CONTROL
 DJ8663
 DJ8663.No superseded survey control is available for this station.
 DJ8663
 DJ8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR003189(NAD 83)
 DJ8663
 DJ8663_MARKER: DB = BENCH MARK DISK
 DJ8663_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ8663_SP_SET: BRIDGE ABUTMENT
 DJ8663_STAMPING: 1924
 DJ8663_MARK LOGO: MNDT  
 DJ8663_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ8663+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DJ8663
 DJ8663  HISTORY     - Date     Condition        Report By
 DJ8663  HISTORY     - 1987     MONUMENTED       MNDT
 DJ8663  HISTORY     - 20060321 GOOD             MNDT
 DJ8663
 DJ8663                          STATION DESCRIPTION
 DJ8663
 DJ8663'DESCRIBED BY MN DEPT OF TRANSP 2006 (LLW)
 DJ8663'THE MONUMENT IS LOCATED IN THE WEST CENTRAL PART OF MINNESOTA WITHIN
 DJ8663'BIG STONE COUNTY, 0.5 MI (0.8 KM) NORTHEAST EAST OF THE SOUTH DAKOTA
 DJ8663'STATE LINE SOUTHWEST OF ORTONVILLE MINNESOTA.
 DJ8663' 
 DJ8663'IN ORTONVILLE, 0.45 MI (0.7 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE
 DJ8663'JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 7 IN ORTONVILLE, IN THE
 DJ8663'NORTHEAST CORNER OF BRIDGE NUMBER 6456 OVER MINNESOTA RIVER, 20 FT
 DJ8663'(6.1 M) SOUTHEAST OF TRUNK HIGHWAY 12
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1251 ***********************************************************************
 PP1251  DESIGNATION -  1925 A
 PP1251  PID         -  PP1251
 PP1251  STATE/COUNTY-  MN/DAKOTA
 PP1251  COUNTRY     -  US
 PP1251  USGS QUAD   -  ST PAUL SW (1993)
 PP1251
 PP1251                         *CURRENT SURVEY CONTROL
 PP1251  ______________________________________________________________________
 PP1251* NAD 83(1986) POSITION- 44 49 10.58   (N) 093 13 06.63   (W)   HD_HELD1  
 PP1251* NAVD 88 ORTHO HEIGHT -   233.778  (meters)     766.99  (feet) ADJUSTED  
 PP1251  ______________________________________________________________________
 PP1251  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PP1251  DYNAMIC HEIGHT  -        233.769 (meters)      766.96  (feet) COMP
 PP1251  MODELED GRAVITY -    980,571.4   (mgal)                       NAVD 88
 PP1251
 PP1251  VERT ORDER      -  SECOND    CLASS 0
 PP1251
 PP1251.The horizontal coordinates were established by differentially corrected
 PP1251.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1251.
 PP1251.The orthometric height was determined by differential leveling and
 PP1251.adjusted in June 1991.
 PP1251
 PP1251.Photographs are available for this station.
 PP1251
 PP1251.The dynamic height is computed by dividing the NAVD 88
 PP1251.geopotential number by the normal gravity value computed on the
 PP1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1251.degrees latitude (g = 980.6199 gals.).
 PP1251
 PP1251.The modeled gravity was interpolated from observed gravity values.
 PP1251
 PP1251;                    North         East    Units  Estimated Accuracy
 PP1251;SPC MN S     -   302,476.0     861,806.4     MT  (+/- 3 meters HH1 GPS) 
 PP1251
 PP1251                          SUPERSEDED SURVEY CONTROL
 PP1251
 PP1251  NGVD 29 (??/??/92)  233.720  (m)          766.80   (f) ADJ UNCH    2 0
 PP1251
 PP1251.Superseded values are not recommended for survey control.
 PP1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1251.See file dsdata.txt to determine how the superseded data were derived.
 PP1251
 PP1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8272462934(NAD 83)
 PP1251
 PP1251_MARKER: DB = BENCH MARK DISK
 PP1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1251_SP_SET: CULVERT
 PP1251_STAMPING: 1925 A 1971
 PP1251_MARK LOGO: MNHD  
 PP1251_PROJECTION: FLUSH
 PP1251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1251+STABILITY: SURFACE MOTION
 PP1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1251+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP1251
 PP1251  HISTORY     - Date     Condition        Report By
 PP1251  HISTORY     - 1971     MONUMENTED       MNHD
 PP1251  HISTORY     - 19881024 GOOD             MNDT
 PP1251  HISTORY     - 20070619 GOOD             MNDT
 PP1251
 PP1251                          STATION DESCRIPTION
 PP1251
 PP1251'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1251'IN EGAN TOWNSHIP.
 PP1251'MARK IS LOCATED 0.5 MILES NORTH ALONG T.H. 36 (CEDAR AVENUE) FROM THE
 PP1251'JUNCTION OF T.H. 36 AND T.H. 13 IN EGAN TOWNSHIP, 150 FEET NORTH OF
 PP1251'SILVER BELL ROAD, 23 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP1251'OF T.H. 36 (CEDAR AVENUE), 16 FEET NORTH OF A ENTRANCE CENTERLINE
 PP1251'(EAST), 10 FEET WEST-SOUTHWEST OF 24 INCH ELM TREE, 7 FEET
 PP1251'EAST-NORTHEAST OF THE NORTH END OF A 15 INCH METAL CULVERT UNDER AN
 PP1251'ENTRANCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 PP1251'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW1/4 SECTION 18, T 27N,
 PP1251'R 23W.
 PP1251
 PP1251                          STATION RECOVERY (1988)
 PP1251
 PP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1251'IN THE CITY OF EAGAN, 0.75 MILE EAST ALONG TRUNK HIGHWAY 13 FROM ITS
 PP1251'JUNCTION WITH TRUNK HIGHWAY 77 IN EAGAN, THENCE 0.55 MILE NORTH AND
 PP1251'WEST ALONG SILVER BELL ROAD TO OLD CEDAR AVENUE, AND IS IN THE SW 1/4
 PP1251'OF SECTION 18, T27N R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1251'STAMPED---1925 A 1971---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 PP1251'CONCRETE POST AND IS FLUSH WITH THE GROUND.  THE MARK IS 150 FEET
 PP1251'NORTH OF SILVER BELL ROAD, 23.0 FEET EAST OF THE CENTERLINE OF CEDAR
 PP1251'AVENUE, 16.0 FEET NORTH OF THE CENTER OF AN ENTRANCE, 51.4 FEET
 PP1251'SOUTH-SOUTHEAST OF A TELEPHONE CABLE MARKER POST, AND 1.9 FEET
 PP1251'NORTHWEST OF A STEEL WITNESS POST.
 PP1251
 PP1251                          STATION RECOVERY (2007)
 PP1251
 PP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1251'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF SAINT PAUL,
 PP1251'8.9 MI (14.3 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.2 MI (6.8
 PP1251'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 PP1251' 
 PP1251'TO REACH TO THE MARK IN EAGAN, GO 0.75 MI (1.2 KM) EAST OF THE
 PP1251'JUNCTION OF TRUNK HIGHWAY 77 AND TRUNK HIGHWAY 13 THEN 0.55 MI (0.9
 PP1251'KM) NORTH AND WEST ON SILVER BELL ROAD TO OLD CEDAR AVENUE, 165 FT
 PP1251'(50.3 M) NORTH OF SILVER BELL ROAD, 28 FT (8.5 M) EAST OF NICHOLS ROAD
 PP1251'(OLD CEDAR AVENUE), 16 FT (4.9 M) NORTH OF ENTRANCE EAST, 51.4 FT
 PP1251'(15.7 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE MARKER POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1253 ***********************************************************************
 PP1253  DESIGNATION -  1925 B
 PP1253  PID         -  PP1253
 PP1253  STATE/COUNTY-  MN/DAKOTA
 PP1253  COUNTRY     -  US
 PP1253  USGS QUAD   -  ST PAUL SW (1993)
 PP1253
 PP1253                         *CURRENT SURVEY CONTROL
 PP1253  ______________________________________________________________________
 PP1253* NAD 83(1986) POSITION- 44 49 35.     (N) 093 13 53.     (W)   SCALED    
 PP1253* NAVD 88 ORTHO HEIGHT -   218.431  (meters)     716.64  (feet) ADJUSTED  
 PP1253  ______________________________________________________________________
 PP1253  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PP1253  DYNAMIC HEIGHT  -        218.423 (meters)      716.61  (feet) COMP
 PP1253  MODELED GRAVITY -    980,574.2   (mgal)                       NAVD 88
 PP1253
 PP1253  VERT ORDER      -  SECOND    CLASS 0
 PP1253
 PP1253.The horizontal coordinates were scaled from a topographic map and have
 PP1253.an estimated accuracy of +/- 6 seconds.
 PP1253.
 PP1253.The orthometric height was determined by differential leveling and
 PP1253.adjusted in June 1991.
 PP1253
 PP1253.The dynamic height is computed by dividing the NAVD 88
 PP1253.geopotential number by the normal gravity value computed on the
 PP1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1253.degrees latitude (g = 980.6199 gals.).
 PP1253
 PP1253.The modeled gravity was interpolated from observed gravity values.
 PP1253
 PP1253;                    North         East    Units  Estimated Accuracy
 PP1253;SPC MN S     -   303,220.      860,780.      MT  (+/- 180 meters Scaled)
 PP1253
 PP1253                          SUPERSEDED SURVEY CONTROL
 PP1253
 PP1253  NGVD 29 (??/??/92)  218.376  (m)          716.46   (f) ADJ UNCH    2 0
 PP1253
 PP1253.Superseded values are not recommended for survey control.
 PP1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1253.See file dsdata.txt to determine how the superseded data were derived.
 PP1253
 PP1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK817636(NAD 83)
 PP1253
 PP1253_MARKER: DD = SURVEY DISK
 PP1253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1253_SP_SET: BRIDGE
 PP1253_STAMPING: 1925-B 1971
 PP1253_MARK LOGO: MNHD  
 PP1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1253
 PP1253  HISTORY     - Date     Condition        Report By
 PP1253  HISTORY     - 1971     MONUMENTED       MNDT
 PP1253  HISTORY     - 20061120 MARK NOT FOUND   MNDT
 PP1253
 PP1253                          STATION DESCRIPTION
 PP1253
 PP1253'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1253'IN BURNSVILLE.
 PP1253'MARK IS LOCATED IN BURNSVILLE, 1.2 MILES NORTH ALONG T.H. 36 FROM THE
 PP1253'JUNCTION OF T.H. 36 AND T.H. 13 IN EGAN TOWNSHIP, IN THE SOUTHWEST
 PP1253'CORNER OF BRIDGE NO. 5521, T.H. 36 (CEDAR AVENUE) OVER THE MINNESOTA
 PP1253'RIVER.  NOTE-- MARK IS 3.0 MILES SOUTH ALONG T.H. 36 FROM THE JUNCTION
 PP1253'OF T.H. 36 AND FAI 494 IN BLOOMINGTON.  NOTE-- BRIDGE NO. 5521 IS A
 PP1253'PIVOT BRIDGE FOR BARGE TRAFFIC.  SE1/4 SECTION 13, T 27N, R 24W.
 PP1253
 PP1253                          STATION RECOVERY (2006)
 PP1253
 PP1253'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1253'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4352 ***********************************************************************
 AH4352  DESIGNATION -  1925 C
 AH4352  PID         -  AH4352
 AH4352  STATE/COUNTY-  MN/DAKOTA
 AH4352  COUNTRY     -  US
 AH4352  USGS QUAD   -  ST PAUL SW (1993)
 AH4352
 AH4352                         *CURRENT SURVEY CONTROL
 AH4352  ______________________________________________________________________
 AH4352* NAD 83(1986) POSITION- 44 49 28.59   (N) 093 13 37.45   (W)   HD_HELD1  
 AH4352* NAVD 88 ORTHO HEIGHT -   224.896  (meters)     737.85  (feet) ADJUSTED  
 AH4352  ______________________________________________________________________
 AH4352  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AH4352  DYNAMIC HEIGHT  -        224.887 (meters)      737.82  (feet) COMP
 AH4352  MODELED GRAVITY -    980,573.5   (mgal)                       NAVD 88
 AH4352
 AH4352  VERT ORDER      -  SECOND    CLASS I
 AH4352
 AH4352.The horizontal coordinates were established by differentially corrected
 AH4352.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4352.
 AH4352.The orthometric height was determined by differential leveling and
 AH4352.adjusted in June 2000.
 AH4352
 AH4352.Photographs are available for this station.
 AH4352
 AH4352.The dynamic height is computed by dividing the NAVD 88
 AH4352.geopotential number by the normal gravity value computed on the
 AH4352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4352.degrees latitude (g = 980.6199 gals.).
 AH4352
 AH4352.The modeled gravity was interpolated from observed gravity values.
 AH4352
 AH4352;                    North         East    Units  Estimated Accuracy
 AH4352;SPC MN S     -   303,025.5     861,124.1     MT  (+/- 3 meters HH1 GPS) 
 AH4352
 AH4352                          SUPERSEDED SURVEY CONTROL
 AH4352
 AH4352.No superseded survey control is available for this station.
 AH4352
 AH4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8204863491(NAD 83)
 AH4352
 AH4352_MARKER: DB = BENCH MARK DISK
 AH4352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4352_SP_SET: BRIDGE RAILING
 AH4352_STAMPING: 1925 C 1980
 AH4352_MARK LOGO: MNDT  
 AH4352_PROJECTION: FLUSH
 AH4352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4352+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4352
 AH4352  HISTORY     - Date     Condition        Report By
 AH4352  HISTORY     - 1980     MONUMENTED       MNDT
 AH4352  HISTORY     - 20070619 GOOD             MNDT
 AH4352
 AH4352                          STATION DESCRIPTION
 AH4352
 AH4352'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4352'THE MARK IS LOCATED IN THE CITY OF EAGAN, IN THE TRUNK HIGHWAY 77
 AH4352'BRIDGE OVER THE MINNESOTA RIVER, AND IN THE SW 1/4 OF SECTION 18,
 AH4352'T27N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1925
 AH4352'C 1980---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4352'BRIDGE NUMBER 9600.  THE MARK IS 30.0 FEET EAST OF THE CENTERLINE OF
 AH4352'NORTHBOUND HIGHWAY 77, 4.5 FEET SOUTH OF THE CENTER OF A LIGHT
 AH4352'STANDARD (NUMBER T 2 F BR 8), AND 1.5 FEET NORTH OF THE SOUTHEAST END
 AH4352'OF THE EAST BRIDGE RAILING.
 AH4352
 AH4352                          STATION RECOVERY (2007)
 AH4352
 AH4352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4352'THE MARK IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF SAINT PAUL,
 AH4352'9.2 MI (14.8 KM) WEST OF INVER GROVE HEIGHTS AND 3.7 MI (6.0 KM)
 AH4352'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4352' 
 AH4352'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT SOUTHEAST
 AH4352'CORNER OF TRUNK HIGHWAY 77 BRIDGE 9600 OVER MINNESOTA RIVER, GO 30 FT
 AH4352'(9.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY 77, 4.5 FT (1.4 M) SOUTH OF
 AH4352'LIGHT STANDARD T 2 F BRIDGE 8, 1.5 FT (0.5 M) NORTH OF SOUTHEAST END
 AH4352'OF EAST RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4351 ***********************************************************************
 AH4351  DESIGNATION -  1925 D
 AH4351  PID         -  AH4351
 AH4351  STATE/COUNTY-  MN/DAKOTA
 AH4351  COUNTRY     -  US
 AH4351  USGS QUAD   -  ST PAUL SW (1993)
 AH4351
 AH4351                         *CURRENT SURVEY CONTROL
 AH4351  ______________________________________________________________________
 AH4351* NAD 83(1986) POSITION- 44 49 10.65   (N) 093 13 24.38   (W)   HD_HELD1  
 AH4351* NAVD 88 ORTHO HEIGHT -   231.196  (meters)     758.52  (feet) ADJUSTED  
 AH4351  ______________________________________________________________________
 AH4351  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AH4351  DYNAMIC HEIGHT  -        231.187 (meters)      758.49  (feet) COMP
 AH4351  MODELED GRAVITY -    980,572.2   (mgal)                       NAVD 88
 AH4351
 AH4351  VERT ORDER      -  SECOND    CLASS I
 AH4351
 AH4351.The horizontal coordinates were established by differentially corrected
 AH4351.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4351.
 AH4351.The orthometric height was determined by differential leveling and
 AH4351.adjusted in June 2000.
 AH4351
 AH4351.Photographs are available for this station.
 AH4351
 AH4351.The dynamic height is computed by dividing the NAVD 88
 AH4351.geopotential number by the normal gravity value computed on the
 AH4351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4351.degrees latitude (g = 980.6199 gals.).
 AH4351
 AH4351.The modeled gravity was interpolated from observed gravity values.
 AH4351
 AH4351;                    North         East    Units  Estimated Accuracy
 AH4351;SPC MN S     -   302,474.5     861,416.4     MT  (+/- 3 meters HH1 GPS) 
 AH4351
 AH4351                          SUPERSEDED SURVEY CONTROL
 AH4351
 AH4351.No superseded survey control is available for this station.
 AH4351
 AH4351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8233462937(NAD 83)
 AH4351
 AH4351_MARKER: DV = VERTICAL CONTROL DISK
 AH4351_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4351_SP_SET: BRIDGE RAILING
 AH4351_STAMPING: 1925 D 1980
 AH4351_MARK LOGO: MNDT  
 AH4351_PROJECTION: FLUSH
 AH4351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4351+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4351
 AH4351  HISTORY     - Date     Condition        Report By
 AH4351  HISTORY     - 1980     MONUMENTED       MNDT
 AH4351  HISTORY     - 20070619 GOOD             MNDT
 AH4351
 AH4351                          STATION DESCRIPTION
 AH4351
 AH4351'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4351'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.3 MILE NORTH ALONG TRUNK
 AH4351'HIGHWAY 77 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13, AT THE NORTHBOUND
 AH4351'TRUNK HIGHWAY 77 BRIDGE OVER THE CHICAGO AND NORTHWESTERN RAILROAD,
 AH4351'AND IN THE SW 1/4 OF SECTION 18, T27N, R23W.  THE MARK, A STANDARD
 AH4351'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1925 D 1980---, IS SET
 AH4351'IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER
 AH4351'19014.  THE MARK IS 40.0 FEET EAST OF THE CENTERLINE OF NORTHBOUND
 AH4351'HIGHWAY 77, 4.5 FEET SOUTH OF A STEEL (END) POST, AND 1.5 FEET NORTH
 AH4351'OF THE SOUTHEAST CORNER OF THE EAST BRIDGE RAILING.
 AH4351
 AH4351                          STATION RECOVERY (2007)
 AH4351
 AH4351'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4351'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) SOUTHWEST OF SAINT PAUL,
 AH4351'9.1 MI (14.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.0 MI (6.4
 AH4351'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4351' 
 AH4351'TO REACH TO THE MARK AT EAGAN, GO 0.3 MI (0.5 KM) NORTH OF THE
 AH4351'JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 77, IN THE TOP OF
 AH4351'RAILING AT SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 77 BRIDGE
 AH4351'19014 OVER RAILROAD, 40 FT (12.2 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 AH4351'77, 4.5 FT (1.4 M) SOUTH OF STEEL POST, 1.5 FT (0.5 M) NORTH OF THE
 AH4351'SOUTHEAST CORNER OF EAST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4350 ***********************************************************************
 AH4350  DESIGNATION -  1925 E
 AH4350  PID         -  AH4350
 AH4350  STATE/COUNTY-  MN/DAKOTA
 AH4350  COUNTRY     -  US
 AH4350  USGS QUAD   -  ST PAUL SW (1993)
 AH4350
 AH4350                         *CURRENT SURVEY CONTROL
 AH4350  ______________________________________________________________________
 AH4350* NAD 83(1986) POSITION- 44 48 54.34   (N) 093 13 19.30   (W)   HD_HELD1  
 AH4350* NAVD 88 ORTHO HEIGHT -   252.608  (meters)     828.76  (feet) ADJUSTED  
 AH4350  ______________________________________________________________________
 AH4350  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AH4350  DYNAMIC HEIGHT  -        252.598 (meters)      828.73  (feet) COMP
 AH4350  MODELED GRAVITY -    980,571.2   (mgal)                       NAVD 88
 AH4350
 AH4350  VERT ORDER      -  SECOND    CLASS I
 AH4350
 AH4350.The horizontal coordinates were established by differentially corrected
 AH4350.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4350.
 AH4350.The orthometric height was determined by differential leveling and
 AH4350.adjusted in June 2000.
 AH4350
 AH4350.Photographs are available for this station.
 AH4350
 AH4350.The dynamic height is computed by dividing the NAVD 88
 AH4350.geopotential number by the normal gravity value computed on the
 AH4350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4350.degrees latitude (g = 980.6199 gals.).
 AH4350
 AH4350.The modeled gravity was interpolated from observed gravity values.
 AH4350
 AH4350;                    North         East    Units  Estimated Accuracy
 AH4350;SPC MN S     -   301,972.1     861,532.8     MT  (+/- 3 meters HH1 GPS) 
 AH4350
 AH4350                          SUPERSEDED SURVEY CONTROL
 AH4350
 AH4350.No superseded survey control is available for this station.
 AH4350
 AH4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8244462434(NAD 83)
 AH4350
 AH4350_MARKER: DB = BENCH MARK DISK
 AH4350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4350_SP_SET: BRIDGE RAILING
 AH4350_STAMPING: 1925 E 1980
 AH4350_MARK LOGO: MNDT  
 AH4350_PROJECTION: FLUSH
 AH4350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4350+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4350
 AH4350  HISTORY     - Date     Condition        Report By
 AH4350  HISTORY     - 1980     MONUMENTED       MNDT
 AH4350  HISTORY     - 20070619 GOOD             MNDT
 AH4350
 AH4350                          STATION DESCRIPTION
 AH4350
 AH4350'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4350'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4350'HIGHWAY 77 AND TRUNK HIGHWAY 13, AND IN THE NW 1/4 OF SECTION 19,
 AH4350'T27N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1925
 AH4350'E 1980---, IS SET IN THE TOP OF THE RAILING AT THE NORTHWEST CORNER OF
 AH4350'BRIDGE NUMBER 19055 (CARRYING WESTBOUND HIGHWAY 13 OVER HIGHWAY 77).
 AH4350'THE MARK IS 50.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND HIGHWAY 13,
 AH4350'24.5 FEET EAST-SOUTHEAST OF THE SOUTH LEG OF A STEEL SIGN (SOUTH CEDAR
 AH4350'AVE), AND 13.1 FEET EAST OF THE NORTHWEST CORNER OF THE NORTH BRIDGE
 AH4350'RAILING.
 AH4350
 AH4350                          STATION RECOVERY (2007)
 AH4350
 AH4350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4350'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF SAINT PAUL,
 AH4350'9.1 MI (14.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.1 MI (6.6
 AH4350'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4350' 
 AH4350'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 13 AND
 AH4350'TRUNK HIGHWAY 77, IN THE TOP OF RAILING AT NORTHWEST CORNER OF WEST
 AH4350'BOUND TRUNK HIGHWAY 13 BRIDGE 19055 OVER TRUNK HIGHWAY 77, GO 50 FT
 AH4350'(15.2 M) NORTH OF WEST BOUND TRUNK HIGHWAY 13, 24.5 FT (7.5 M)
 AH4350'EAST-SOUTHEAST OF SOUTH LEG OF SIGN (SOUTH CEDAR AVENUE), 13.1 FT (4.0
 AH4350'M) EAST OF THE NORTHWEST CORNER OF NORTH BRIDGE RAILING, 25.0 FT (7.6
 AH4350'M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4349 ***********************************************************************
 AH4349  DESIGNATION -  1925 F
 AH4349  PID         -  AH4349
 AH4349  STATE/COUNTY-  MN/DAKOTA
 AH4349  COUNTRY     -  US
 AH4349  USGS QUAD   -  ST PAUL SW (1993)
 AH4349
 AH4349                         *CURRENT SURVEY CONTROL
 AH4349  ______________________________________________________________________
 AH4349* NAD 83(1986) POSITION- 44 48 54.16   (N) 093 13 13.51   (W)   HD_HELD1  
 AH4349* NAVD 88 ORTHO HEIGHT -   251.275  (meters)     824.39  (feet) ADJUSTED  
 AH4349  ______________________________________________________________________
 AH4349  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AH4349  DYNAMIC HEIGHT  -        251.265 (meters)      824.36  (feet) COMP
 AH4349  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 AH4349
 AH4349  VERT ORDER      -  SECOND    CLASS I
 AH4349
 AH4349.The horizontal coordinates were established by differentially corrected
 AH4349.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4349.
 AH4349.The orthometric height was determined by differential leveling and
 AH4349.adjusted in June 2000.
 AH4349
 AH4349.Photographs are available for this station.
 AH4349
 AH4349.The dynamic height is computed by dividing the NAVD 88
 AH4349.geopotential number by the normal gravity value computed on the
 AH4349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4349.degrees latitude (g = 980.6199 gals.).
 AH4349
 AH4349.The modeled gravity was interpolated from observed gravity values.
 AH4349
 AH4349;                    North         East    Units  Estimated Accuracy
 AH4349;SPC MN S     -   301,967.8     861,660.1     MT  (+/- 3 meters HH1 GPS) 
 AH4349
 AH4349                          SUPERSEDED SURVEY CONTROL
 AH4349
 AH4349.No superseded survey control is available for this station.
 AH4349
 AH4349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8257162428(NAD 83)
 AH4349
 AH4349_MARKER: DB = BENCH MARK DISK
 AH4349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4349_SP_SET: BRIDGE RAILING
 AH4349_STAMPING: 1925 F 1980
 AH4349_MARK LOGO: MNDT  
 AH4349_PROJECTION: FLUSH
 AH4349_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4349+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4349
 AH4349  HISTORY     - Date     Condition        Report By
 AH4349  HISTORY     - 1980     MONUMENTED       MNDT
 AH4349  HISTORY     - 20040815 GOOD             USPSQD
 AH4349  HISTORY     - 20070619 GOOD             MNDT
 AH4349
 AH4349                          STATION DESCRIPTION
 AH4349
 AH4349'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4349'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4349'HIGHWAY 77 AND TRUNK HIGHWAY 13, AND IN THE NW 1/4 OF SECTION 19,
 AH4349'T27N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1925
 AH4349'F 1980---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4349'BRIDGE NUMBER 19056 (CARRYING EASTBOUND HIGHWAY 13 OVER HIGHWAY 77).
 AH4349'THE MARK IS 51.0 FEET SOUTH OF THE CENTERLINE OF EASTBOUND HIGHWAY 13,
 AH4349'24.1 FEET WEST-NORTHWEST OF THE NORTH LEG OF A STEEL SIGN (NORTH CEDAR
 AH4349'AVE), 13.0 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4349'RAILING AND 15.4 FEET WEST-NORTHWEST OF A STEEL SIGN (MILEPOINT 102.
 AH4349
 AH4349                          STATION RECOVERY (2004)
 AH4349
 AH4349'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4349'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 AH4349
 AH4349                          STATION RECOVERY (2007)
 AH4349
 AH4349'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4349'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTHWEST OF SAINT PAUL,
 AH4349'9.0 MI (14.5 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.2 MI (6.8
 AH4349'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4349' 
 AH4349'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4349'TRUNK HIGHWAY 13, IN THE TOP OF RAILING ON EASTBOUND TRUNK HIGHWAY 13
 AH4349'BRIDGE 19056 OVER TRUNK HIGHWAY 77, GO 51.0 FT (15.5 M) SOUTH OF
 AH4349'EASTBOUND TRUNK HIGHWAY 13, 24.1 FT (7.3 M) WEST-NORTHWEST OF NORTH
 AH4349'LEG OF STEEL SIGN (NORTH CEDAR AVENUE), 13 FT (4.0 M) WEST OF THE
 AH4349'SOUTHEAST CORNER OF SOUTH BRIDGE RAILING, 15.4 FT (4.7 M) NORTHWEST OF
 AH4349'MILEPOST 102.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4348 ***********************************************************************
 AH4348  DESIGNATION -  1925 G
 AH4348  PID         -  AH4348
 AH4348  STATE/COUNTY-  MN/DAKOTA
 AH4348  COUNTRY     -  US
 AH4348  USGS QUAD   -  ST PAUL SW (1993)
 AH4348
 AH4348                         *CURRENT SURVEY CONTROL
 AH4348  ______________________________________________________________________
 AH4348* NAD 83(1986) POSITION- 44 48 16.62   (N) 093 13 13.44   (W)   HD_HELD1  
 AH4348* NAVD 88 ORTHO HEIGHT -   270.762  (meters)     888.33  (feet) ADJUSTED  
 AH4348  ______________________________________________________________________
 AH4348  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AH4348  DYNAMIC HEIGHT  -        270.751 (meters)      888.29  (feet) COMP
 AH4348  MODELED GRAVITY -    980,568.6   (mgal)                       NAVD 88
 AH4348
 AH4348  VERT ORDER      -  SECOND    CLASS I
 AH4348
 AH4348.The horizontal coordinates were established by differentially corrected
 AH4348.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4348.
 AH4348.The orthometric height was determined by differential leveling and
 AH4348.adjusted in June 2000.
 AH4348
 AH4348.Photographs are available for this station.
 AH4348
 AH4348.The dynamic height is computed by dividing the NAVD 88
 AH4348.geopotential number by the normal gravity value computed on the
 AH4348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4348.degrees latitude (g = 980.6199 gals.).
 AH4348
 AH4348.The modeled gravity was interpolated from observed gravity values.
 AH4348
 AH4348;                    North         East    Units  Estimated Accuracy
 AH4348;SPC MN S     -   300,809.1     861,672.7     MT  (+/- 3 meters HH1 GPS) 
 AH4348
 AH4348                          SUPERSEDED SURVEY CONTROL
 AH4348
 AH4348.No superseded survey control is available for this station.
 AH4348
 AH4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8257061269(NAD 83)
 AH4348
 AH4348_MARKER: DV = VERTICAL CONTROL DISK
 AH4348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4348_SP_SET: BRIDGE ABUTMENT
 AH4348_STAMPING: 1925 G 1981
 AH4348_MARK LOGO: MNDT  
 AH4348_PROJECTION: FLUSH
 AH4348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4348+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4348
 AH4348  HISTORY     - Date     Condition        Report By
 AH4348  HISTORY     - 1981     MONUMENTED       MNDT
 AH4348  HISTORY     - 20040915 POOR             USPSQD
 AH4348  HISTORY     - 20070619 GOOD             MNDT
 AH4348
 AH4348                          STATION DESCRIPTION
 AH4348
 AH4348'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4348'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4348'HIGHWAY 77 AND DIFFLEY ROAD (COUNTY ROAD 30), AND IN THE NW 1/4 OF
 AH4348'SECTION 30, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4348'MONUMENT DISK STAMPED---1925 G 1981---, IS SET IN THE ABUTMENT AT THE
 AH4348'SOUTHEAST CORNER OF BRIDGE NUMBER 19053 (CARRYING DIFFLEY ROAD OVER
 AH4348'HIGHWAY 77).  THE MARK IS 22.0 FEET SOUTH OF THE CENTERLINE OF
 AH4348'EASTBOUND DIFFLEY ROAD, 0.5 FOOT WEST OF THE EAST END OF THE BRIDGE
 AH4348'SIDEWALK, AND 0.2 FOOT NORTH OF THE NORTH FACE OF THE SOUTH BRIDGE
 AH4348'RAILING.
 AH4348
 AH4348                          STATION RECOVERY (2004)
 AH4348
 AH4348'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4348'MARK RECOVERED AS DESCRIBED, MARK IS IN POOR CONDITION DUE TO IT'S
 AH4348'LOCATION, IN THE SIDEWALK. IT IS SCUFFED AND DIFFICULT TO READ. SPSPS
 AH4348'JRD.
 AH4348
 AH4348                          STATION RECOVERY (2007)
 AH4348
 AH4348'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4348'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST-NORTHWEST OF COATES,
 AH4348'9.2 MI (14.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 4.6 MI (7.4
 AH4348'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4348' 
 AH4348'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4348'COUNTY ROAD 30 (DIFFLEY ROAD), IN SOUTHEAST CORNER OF COUNTY ROAD 30
 AH4348'BRIDGE 19053 OVER TRUNK HIGHWAY 77, 22 FT (6.7 M) SOUTH OF EASTBOUND
 AH4348'COUNTY ROAD 30, GO 0.5 FT (0.2 M) WEST OF EAST END OF BRIDGE SIDEWALK,
 AH4348'0.2 FT (0.1 M) NORTH OF NORTH FACE OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4347 ***********************************************************************
 AH4347  DESIGNATION -  1925 J
 AH4347  PID         -  AH4347
 AH4347  STATE/COUNTY-  MN/DAKOTA
 AH4347  COUNTRY     -  US
 AH4347  USGS QUAD   -  ST PAUL SW (1993)
 AH4347
 AH4347                         *CURRENT SURVEY CONTROL
 AH4347  ______________________________________________________________________
 AH4347* NAD 83(1986) POSITION- 44 47 24.29   (N) 093 13 14.60   (W)   HD_HELD1  
 AH4347* NAVD 88 ORTHO HEIGHT -   286.601  (meters)     940.29  (feet) ADJUSTED  
 AH4347  ______________________________________________________________________
 AH4347  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH4347  DYNAMIC HEIGHT  -        286.588 (meters)      940.25  (feet) COMP
 AH4347  MODELED GRAVITY -    980,565.0   (mgal)                       NAVD 88
 AH4347
 AH4347  VERT ORDER      -  SECOND    CLASS I
 AH4347
 AH4347.The horizontal coordinates were established by differentially corrected
 AH4347.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4347.
 AH4347.The orthometric height was determined by differential leveling and
 AH4347.adjusted in June 2000.
 AH4347
 AH4347.Photographs are available for this station.
 AH4347
 AH4347.The dynamic height is computed by dividing the NAVD 88
 AH4347.geopotential number by the normal gravity value computed on the
 AH4347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4347.degrees latitude (g = 980.6199 gals.).
 AH4347
 AH4347.The modeled gravity was interpolated from observed gravity values.
 AH4347
 AH4347;                    North         East    Units  Estimated Accuracy
 AH4347;SPC MN S     -   299,193.7     861,662.6     MT  (+/- 3 meters HH1 GPS) 
 AH4347
 AH4347                          SUPERSEDED SURVEY CONTROL
 AH4347
 AH4347.No superseded survey control is available for this station.
 AH4347
 AH4347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8254059655(NAD 83)
 AH4347
 AH4347_MARKER: DV = VERTICAL CONTROL DISK
 AH4347_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4347_SP_SET: BRIDGE RAILING
 AH4347_STAMPING: 1925 J 1981
 AH4347_MARK LOGO: MNDT  
 AH4347_PROJECTION: FLUSH
 AH4347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4347+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AH4347
 AH4347  HISTORY     - Date     Condition        Report By
 AH4347  HISTORY     - 1981     MONUMENTED       MNDT
 AH4347  HISTORY     - 20021217 GOOD             USPSQD
 AH4347  HISTORY     - 20040815 GOOD             USPSQD
 AH4347  HISTORY     - 20051129 GOOD             USPSQD
 AH4347  HISTORY     - 20070619 GOOD             MNDT
 AH4347
 AH4347                          STATION DESCRIPTION
 AH4347
 AH4347'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4347'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF TRUNK
 AH4347'HIGHWAY 77 AND CLIFF ROAD (COUNTY ROAD 32), AND IN THE NW 1/4 OF
 AH4347'SECTION 31, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4347'MONUMENT DISK STAMPED---1925 J 1981---, IS SET IN THE TOP OF THE
 AH4347'RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19067 (CARRYING CLIFF
 AH4347'ROAD OVER HIGHWAY 77).  THE MARK IS 28.5 FEET WEST OF THE CENTERLINE
 AH4347'OF EASTBOUND CLIFF ROAD AND 15.6 FEET WEST OF THE SOUTHEAST CORNER OF
 AH4347'THE SOUTH BRIDGE RAILING.
 AH4347
 AH4347                          STATION RECOVERY (2002)
 AH4347
 AH4347'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4347'RECOVERED IN GOOD CONDITION.
 AH4347
 AH4347                          STATION RECOVERY (2004)
 AH4347
 AH4347'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4347'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 AH4347
 AH4347                          STATION RECOVERY (2005)
 AH4347
 AH4347'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4347'RECOVERED IN GOOD CONDITION.
 AH4347
 AH4347                          STATION RECOVERY (2007)
 AH4347
 AH4347'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4347'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST-NORTHWEST OF COATES,
 AH4347'9.6 MI (15.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.2 MI (8.4
 AH4347'KM) SOUTHEAST OF BLOOMINGTON.
 AH4347' 
 AH4347'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4347'CLIFF ROAD, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF CLIFF ROAD
 AH4347'(COUNTY ROAD 32) BRIDGE 19067 OVER TRUNK HIGHWAY 77, GO 28.5 FT (8.7
 AH4347'M) SOUTH OF EASTBOUND CLIFF ROAD, 15.6 FT (4.8 M) WEST OF THE
 AH4347'SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3427 ***********************************************************************
 PP3427  DESIGNATION -  1926 A
 PP3427  PID         -  PP3427
 PP3427  STATE/COUNTY-  MN/DAKOTA
 PP3427  COUNTRY     -  US
 PP3427  USGS QUAD   -  HASTINGS (1993)
 PP3427
 PP3427                         *CURRENT SURVEY CONTROL
 PP3427  ______________________________________________________________________
 PP3427* NAD 83(1986) POSITION- 44 43 02.64   (N) 092 50 47.37   (W)   HD_HELD1  
 PP3427* NAVD 88 ORTHO HEIGHT -   254.005  (meters)     833.35  (feet) ADJUSTED  
 PP3427  ______________________________________________________________________
 PP3427  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 PP3427  DYNAMIC HEIGHT  -        253.976 (meters)      833.25  (feet) COMP
 PP3427  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 PP3427
 PP3427  VERT ORDER      -  SECOND    CLASS I
 PP3427
 PP3427.The horizontal coordinates were established by differentially corrected
 PP3427.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3427.
 PP3427.The orthometric height was determined by differential leveling and
 PP3427.adjusted in June 1995.
 PP3427
 PP3427.Photographs are available for this station.
 PP3427
 PP3427.The dynamic height is computed by dividing the NAVD 88
 PP3427.geopotential number by the normal gravity value computed on the
 PP3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3427.degrees latitude (g = 980.6199 gals.).
 PP3427
 PP3427.The modeled gravity was interpolated from observed gravity values.
 PP3427
 PP3427;                    North         East    Units  Estimated Accuracy
 PP3427;SPC MN S     -   291,468.3     891,386.9     MT  (+/- 3 meters HH1 GPS) 
 PP3427
 PP3427                          SUPERSEDED SURVEY CONTROL
 PP3427
 PP3427.No superseded survey control is available for this station.
 PP3427
 PP3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1215851569(NAD 83)
 PP3427
 PP3427_MARKER: DV = VERTICAL CONTROL DISK
 PP3427_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP3427_SP_SET: CONCRETE FOOTING
 PP3427_STAMPING: 1926 A 1988
 PP3427_MARK LOGO: MNDT  
 PP3427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3427+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 PP3427
 PP3427  HISTORY     - Date     Condition        Report By
 PP3427  HISTORY     - 1988     MONUMENTED       MNDT
 PP3427  HISTORY     - 20021114 GOOD             USPSQD
 PP3427  HISTORY     - 20040918 GOOD             USPSQD
 PP3427  HISTORY     - 20050924 GOOD             USPSQD
 PP3427  HISTORY     - 20070711 GOOD             MNDT
 PP3427
 PP3427                          STATION DESCRIPTION
 PP3427
 PP3427'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3427'THE MARK IS LOCATED NEAR THE SOUTH BOUNDARY OF THE CITY OF HASTINGS
 PP3427'0.15 MI (0.24 KM) SOUTHEAST ALONG TRUNK HIGHWAY 316 FROM ITS JUNCTION
 PP3427'WITH TRUNK HIGHWAY 61 IN HASTINGS, AT THE FLAGPOLE OF THE ARMORY AND
 PP3427'IN THE SW 1/4 OF SECTION 34, T114N, R17W.  THE MARK IS 152.8 FT
 PP3427'(46.6 M) EAST OF AND ABOUT 2 FT (0.6 M) HIGHER THAN THE CENTERLINE OF
 PP3427'HIGHWAY 316, 18.0 FT (5.5 M) NORTH-NORTHEAST OF THE CORNER OF THE
 PP3427'BUILDING, 65.6 FT (20.0 M) SOUTH OF A LIGHT POLE NEAR THE NORTHWEST
 PP3427'CORNER OF THE ARMORY AND 1.5 FT (0.5 M) NORTHWEST OF THE FLAGPOLE.
 PP3427'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3427'STAMPED---1926 A 1988---, IS SET IN A DRILL HOLE IN THE TOP OF THE
 PP3427'CONCRETE BASE OF THE FLAGPOLE.
 PP3427
 PP3427                          STATION RECOVERY (2002)
 PP3427
 PP3427'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3427'RECOVERED IN GOOD CONDITION.
 PP3427
 PP3427                          STATION RECOVERY (2004)
 PP3427
 PP3427'RECOVERY NOTE BY US POWER SQUADRON 2004 (WA)
 PP3427'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS WA
 PP3427
 PP3427                          STATION RECOVERY (2005)
 PP3427
 PP3427'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP3427'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 PP3427
 PP3427                          STATION RECOVERY (2007)
 PP3427
 PP3427'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP3427'0.1 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY
 PP3427'316 AT HASTINGS, IN CONCRETE BASE OF ARMORY FLAGPOLE, 152.8 FEET EAST
 PP3427'OF TRUNK HIGHWAY 316, 18 FEET NORTH OF NORTHEAST CORNER OF BUILDING,
 PP3427'65.6 FEET SOUTH OF LIGHT POLE NEAR NORTHWEST CORNER OF BUILDING, 1.5
 PP3427'FEET NORTHWEST OF FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8644 ***********************************************************************
 DE8644  DESIGNATION -  1928 G
 DE8644  PID         -  DE8644
 DE8644  STATE/COUNTY-  MN/DAKOTA
 DE8644  COUNTRY     -  US
 DE8644  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8644
 DE8644                         *CURRENT SURVEY CONTROL
 DE8644  ______________________________________________________________________
 DE8644* NAD 83(1986) POSITION- 44 51 55.44   (N) 093 03 33.73   (W)   HD_HELD1  
 DE8644* NAVD 88 ORTHO HEIGHT -   294.350  (meters)     965.71  (feet) ADJUSTED  
 DE8644  ______________________________________________________________________
 DE8644  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DE8644  DYNAMIC HEIGHT  -        294.343 (meters)      965.69  (feet) COMP
 DE8644  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 DE8644
 DE8644  VERT ORDER      -  SECOND    CLASS I
 DE8644
 DE8644.The horizontal coordinates were established by differentially corrected
 DE8644.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8644.
 DE8644.The orthometric height was determined by differential leveling and
 DE8644.adjusted in August 2004.
 DE8644
 DE8644.Photographs are available for this station.
 DE8644
 DE8644.The dynamic height is computed by dividing the NAVD 88
 DE8644.geopotential number by the normal gravity value computed on the
 DE8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8644.degrees latitude (g = 980.6199 gals.).
 DE8644
 DE8644.The modeled gravity was interpolated from observed gravity values.
 DE8644
 DE8644;                    North         East    Units  Estimated Accuracy
 DE8644;SPC MN S     -   307,697.0     874,333.2     MT  (+/- 3 meters HH1 GPS) 
 DE8644
 DE8644                          SUPERSEDED SURVEY CONTROL
 DE8644
 DE8644.No superseded survey control is available for this station.
 DE8644
 DE8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9530967999(NAD 83)
 DE8644
 DE8644_MARKER: DB = BENCH MARK DISK
 DE8644_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8644_SP_SET: BRIDGE RAILING
 DE8644_STAMPING: 1928 G 1998
 DE8644_MARK LOGO: MNDT  
 DE8644_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8644+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 DE8644
 DE8644  HISTORY     - Date     Condition        Report By
 DE8644  HISTORY     - 1989     MONUMENTED       MNDT
 DE8644  HISTORY     - 19980202 GOOD             MNDT
 DE8644  HISTORY     - 20040918 GOOD             USPSQD
 DE8644  HISTORY     - 20051129 GOOD             USPSQD
 DE8644  HISTORY     - 20070613 GOOD             MNDT
 DE8644
 DE8644                          STATION DESCRIPTION
 DE8644
 DE8644'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8644'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN SOUTH ST
 DE8644'PAUL, IN RAILING AT SE COR OF BRIDGE NO 19042 OVER TH 52, 0.55 MI
 DE8644'(0.89 KM) SOUTH ALONG TH 52 FROM JCT OF TH 52 AND FAI 494 IN SOUTH ST
 DE8644'PAUL, AT TH 52 MP 124.75, 17.0 FT (5.2 M) SOUTH OF EB UPPER 55TH ST,
 DE8644'39.7 FT (12.1 M) WEST OF SE COR OF BRDG RAILING, PROJECTS 2.8 FT (0.9
 DE8644'M) ABOVE BRDG DECK.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1988 THE
 DE8644'STAMPED IN 1998.
 DE8644
 DE8644                          STATION RECOVERY (2004)
 DE8644
 DE8644'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8644'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8644
 DE8644                          STATION RECOVERY (2005)
 DE8644
 DE8644'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8644'RECOVERED IN GOOD CONDITION.
 DE8644
 DE8644                          STATION RECOVERY (2007)
 DE8644
 DE8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8644'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF SAINT
 DE8644'PAUL, 3.7 MI (6.0 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 1.4 MI
 DE8644'(2.3 KM) NORTHWEST OF INVER GROVE HEIGHTS.
 DE8644' 
 DE8644'TO REACH TO THE MARK IN SOUTH SAINT PAUL, IN BRIDGE RAILING AT
 DE8644'SOUTHEAST CORNER OF BRIDGE NUMBER 19042 OVER TRUNK HIGHWAY 52, GO 0.55
 DE8644'MI (0.9 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 DE8644'HIGHWAY 52 AND INTERSTATE HIGHWAY 494 IN SOUTH SAINT PAUL, AT TRUNK
 DE8644'HIGHWAY 52 MILE POINT 124.75, 17.0 FT (5.2 M) SOUTH OF EASTBOUND UPPER
 DE8644'55TH STREET, 39.7 FT (12.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 DE8644'RAILING, 2.8 FT (0.9 M) ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8645 ***********************************************************************
 DE8645  DESIGNATION -  1928 H
 DE8645  PID         -  DE8645
 DE8645  STATE/COUNTY-  MN/DAKOTA
 DE8645  COUNTRY     -  US
 DE8645  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8645
 DE8645                         *CURRENT SURVEY CONTROL
 DE8645  ______________________________________________________________________
 DE8645* NAD 83(1986) POSITION- 44 51 14.30   (N) 093 03 32.77   (W)   HD_HELD1  
 DE8645* NAVD 88 ORTHO HEIGHT -   285.879  (meters)     937.92  (feet) ADJUSTED  
 DE8645  ______________________________________________________________________
 DE8645  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 DE8645  DYNAMIC HEIGHT  -        285.871 (meters)      937.90  (feet) COMP
 DE8645  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DE8645
 DE8645  VERT ORDER      -  SECOND    CLASS I
 DE8645
 DE8645.The horizontal coordinates were established by differentially corrected
 DE8645.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8645.
 DE8645.The orthometric height was determined by differential leveling and
 DE8645.adjusted in August 2004.
 DE8645
 DE8645.Photographs are available for this station.
 DE8645
 DE8645.The dynamic height is computed by dividing the NAVD 88
 DE8645.geopotential number by the normal gravity value computed on the
 DE8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8645.degrees latitude (g = 980.6199 gals.).
 DE8645
 DE8645.The modeled gravity was interpolated from observed gravity values.
 DE8645
 DE8645;                    North         East    Units  Estimated Accuracy
 DE8645;SPC MN S     -   306,427.5     874,368.9     MT  (+/- 3 meters HH1 GPS) 
 DE8645
 DE8645                          SUPERSEDED SURVEY CONTROL
 DE8645
 DE8645.No superseded survey control is available for this station.
 DE8645
 DE8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9532966730(NAD 83)
 DE8645
 DE8645_MARKER: DV = VERTICAL CONTROL DISK
 DE8645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8645_SP_SET: BRIDGE RAILING
 DE8645_STAMPING: 1928 H 1998
 DE8645_MARK LOGO: MNDT  
 DE8645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8645+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8645
 DE8645  HISTORY     - Date     Condition        Report By
 DE8645  HISTORY     - 1990     MONUMENTED       MNDT
 DE8645  HISTORY     - 19980202 GOOD             MNDT
 DE8645  HISTORY     - 20040818 GOOD             USPSQD
 DE8645  HISTORY     - 20051129 GOOD             USPSQD
 DE8645  HISTORY     - 20070703 GOOD             MNDT
 DE8645
 DE8645                          STATION DESCRIPTION
 DE8645
 DE8645'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8645'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8645'HEIGHTS, IN BRDG RAILING AT SE COR OF 65 TH ST BRDG NO 19083 OVER TH
 DE8645'52, AT TH 52 MP 123.95, 31.0 FT (9.4 M) SW OF 65 TH ST, 20.1 FT (6.1
 DE8645'M) NW OF SE COR OF BRDG RAILING, PROJECTS 2.5 FT (0.8 M) ABOVE
 DE8645'SIDEWALK.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1990 THEN STAMPED IN
 DE8645'1998.
 DE8645
 DE8645                          STATION RECOVERY (2004)
 DE8645
 DE8645'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8645'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS RT.
 DE8645
 DE8645                          STATION RECOVERY (2005)
 DE8645
 DE8645'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8645'RECOVERED IN GOOD CONDITION.
 DE8645
 DE8645                          STATION RECOVERY (2007)
 DE8645
 DE8645'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DE8645'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF SAINT
 DE8645'PAUL, 3.4 MI (5.5 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 0.9 MI
 DE8645'(1.4 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 DE8645' 
 DE8645'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN BRIDGE RAILING AT
 DE8645'SOUTHEAST CORNER OF 65TH STREET BRIDGE NUMBER 19083 OVER TRUNK HIGHWAY
 DE8645'52, AT TRUNK HIGHWAY 52 MILE POINT 123.95, GO 31.0 FT (9.4 M)
 DE8645'SOUTHWEST OF 65TH STREET, 20.1 FT (6.1 M) NORTHWEST OF THE SOUTHEAST
 DE8645'CORNER OF BRIDGE RAILING, 2.5 FT (0.8 M) ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8646 ***********************************************************************
 DE8646  DESIGNATION -  1928 J
 DE8646  PID         -  DE8646
 DE8646  STATE/COUNTY-  MN/DAKOTA
 DE8646  COUNTRY     -  US
 DE8646  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8646
 DE8646                         *CURRENT SURVEY CONTROL
 DE8646  ______________________________________________________________________
 DE8646* NAD 83(1986) POSITION- 44 50 51.77   (N) 093 03 32.59   (W)   HD_HELD1  
 DE8646* NAVD 88 ORTHO HEIGHT -   288.825  (meters)     947.59  (feet) ADJUSTED  
 DE8646  ______________________________________________________________________
 DE8646  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DE8646  DYNAMIC HEIGHT  -        288.817 (meters)      947.56  (feet) COMP
 DE8646  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 DE8646
 DE8646  VERT ORDER      -  SECOND    CLASS I
 DE8646
 DE8646.The horizontal coordinates were established by differentially corrected
 DE8646.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8646.
 DE8646.The orthometric height was determined by differential leveling and
 DE8646.adjusted in August 2004.
 DE8646
 DE8646.Photographs are available for this station.
 DE8646
 DE8646.The dynamic height is computed by dividing the NAVD 88
 DE8646.geopotential number by the normal gravity value computed on the
 DE8646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8646.degrees latitude (g = 980.6199 gals.).
 DE8646
 DE8646.The modeled gravity was interpolated from observed gravity values.
 DE8646
 DE8646;                    North         East    Units  Estimated Accuracy
 DE8646;SPC MN S     -   305,732.1     874,380.9     MT  (+/- 3 meters HH1 GPS) 
 DE8646
 DE8646                          SUPERSEDED SURVEY CONTROL
 DE8646
 DE8646.No superseded survey control is available for this station.
 DE8646
 DE8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9533366035(NAD 83)
 DE8646
 DE8646_MARKER: DV = VERTICAL CONTROL DISK
 DE8646_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8646_SP_SET: BRIDGE ABUTMENT
 DE8646_STAMPING: 1928 J 1998
 DE8646_MARK LOGO: MNDT  
 DE8646_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8646+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8646
 DE8646  HISTORY     - Date     Condition        Report By
 DE8646  HISTORY     - 1990     MONUMENTED       MNDT
 DE8646  HISTORY     - 19980202 GOOD             MNDT
 DE8646  HISTORY     - 20040918 GOOD             USPSQD
 DE8646  HISTORY     - 20051129 GOOD             USPSQD
 DE8646  HISTORY     - 20070703 GOOD             MNDT
 DE8646
 DE8646                          STATION DESCRIPTION
 DE8646
 DE8646'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8646'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8646'HEIGHTS, IN SIDEWALK AT SE COR OF 70TH ST EAST BRDG NO 19022 OVER TH
 DE8646'52, AT TH 52 MP 123.5, 33.4 FT (10.2 M) SOUTH OF EB CO RD 26, 11.2 FT
 DE8646'(3.4 M) WEST OF SE COR OF BRDG.  THE DISK WAS SET IN BRDG WHEN BUILT
 DE8646'IN 1990 THEN STAMPED IN 1998.
 DE8646
 DE8646                          STATION RECOVERY (2004)
 DE8646
 DE8646'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8646'RECOVERED IN FAIR CONDITION DUE TO IT'S LOCATION, IN THE SIDEWALK.
 DE8646'MARK IS WHERE DESCRIPTION SAYS. SPSPS RT.
 DE8646
 DE8646                          STATION RECOVERY (2005)
 DE8646
 DE8646'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8646'RECOVERED IN GOOD CONDITION.
 DE8646
 DE8646                          STATION RECOVERY (2007)
 DE8646
 DE8646'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8646'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF SAINT
 DE8646'PAUL, 3.3 MI (5.3 KM) WEST OF SAINT PAUL PARK AND 0.8 MI (1.3 KM) WEST
 DE8646'OF INVER GROVE HEIGHTS.
 DE8646' 
 DE8646'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN SIDEWALK AT SOUTHEAST
 DE8646'CORNER OF 70TH STREET EAST BRIDGE NUMBER 19022 OVER TRUNK HIGHWAY 52,
 DE8646'AT TRUNK HIGHWAY 52 MILE POINT 123.5, GO 33.4 FT (10.2 M) SOUTH OF
 DE8646'EASTBOUND COUNTY ROAD 26 11.2 FT (3.4 M) WEST OF THE SOUTHEAST CORNER
 DE8646'OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8647 ***********************************************************************
 DE8647  DESIGNATION -  1928 K
 DE8647  PID         -  DE8647
 DE8647  STATE/COUNTY-  MN/DAKOTA
 DE8647  COUNTRY     -  US
 DE8647  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8647
 DE8647                         *CURRENT SURVEY CONTROL
 DE8647  ______________________________________________________________________
 DE8647* NAD 83(1986) POSITION- 44 50 29.02   (N) 093 03 36.95   (W)   HD_HELD1  
 DE8647* NAVD 88 ORTHO HEIGHT -   299.821  (meters)     983.66  (feet) ADJUSTED  
 DE8647  ______________________________________________________________________
 DE8647  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DE8647  DYNAMIC HEIGHT  -        299.812 (meters)      983.63  (feet) COMP
 DE8647  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DE8647
 DE8647  VERT ORDER      -  SECOND    CLASS I
 DE8647
 DE8647.The horizontal coordinates were established by differentially corrected
 DE8647.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8647.
 DE8647.The orthometric height was determined by differential leveling and
 DE8647.adjusted in August 2004.
 DE8647
 DE8647.Photographs are available for this station.
 DE8647
 DE8647.The dynamic height is computed by dividing the NAVD 88
 DE8647.geopotential number by the normal gravity value computed on the
 DE8647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8647.degrees latitude (g = 980.6199 gals.).
 DE8647
 DE8647.The modeled gravity was interpolated from observed gravity values.
 DE8647
 DE8647;                    North         East    Units  Estimated Accuracy
 DE8647;SPC MN S     -   305,028.9     874,293.2     MT  (+/- 3 meters HH1 GPS) 
 DE8647
 DE8647                          SUPERSEDED SURVEY CONTROL
 DE8647
 DE8647.No superseded survey control is available for this station.
 DE8647
 DE8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523765333(NAD 83)
 DE8647
 DE8647_MARKER: DV = VERTICAL CONTROL DISK
 DE8647_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8647_SP_SET: BRIDGE RAILING
 DE8647_STAMPING: 1928 K 1998
 DE8647_MARK LOGO: MNDT  
 DE8647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8647+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8647
 DE8647  HISTORY     - Date     Condition        Report By
 DE8647  HISTORY     - 1991     MONUMENTED       MNDT
 DE8647  HISTORY     - 19980202 GOOD             MNDT
 DE8647  HISTORY     - 20040918 GOOD             USPSQD
 DE8647  HISTORY     - 20051129 GOOD             USPSQD
 DE8647  HISTORY     - 20070703 GOOD             MNDT
 DE8647
 DE8647                          STATION DESCRIPTION
 DE8647
 DE8647'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8647'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8647'HEIGHTS, IN RAILING AT SW COR OF 75TH ST EAST BRIDGE NO 19085 OVER TH
 DE8647'52, AT TH 52 MP 123.05, 23.5 FT (7.2 M) SOUTH OF 75TH ST, 16.8 FT (5.1
 DE8647'M) EAST OF SW COR OF RAILING, PROJECTS 2.7 FT (0.8 M) ABOVE ROADWAY.
 DE8647'THE DISK WAS SET IN BRDG WHEN BUILT IN 1991 THEN STAMPED IN 1998.
 DE8647
 DE8647                          STATION RECOVERY (2004)
 DE8647
 DE8647'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8647'RECOVERED AS DESCRIBED, IN FAIR CONDITION AS DISC HAS BEEN PAINTED
 DE8647'ALONG WITH THE BRIDGE. SPSPS RT.
 DE8647
 DE8647                          STATION RECOVERY (2005)
 DE8647
 DE8647'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8647'RECOVERED IN GOOD CONDITION.
 DE8647
 DE8647                          STATION RECOVERY (2007)
 DE8647
 DE8647'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8647'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8647'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 1.0 MI (1.6 KM)
 DE8647'WEST-SOUTHWEST OF INVER GROVE HEIGHTS.  IN INVER GROVE HEIGHTS, IN
 DE8647'BRIDGE RAILING AT SOUTHWEST CORNER OF 75TH STREET EAST BRIDGE NUMBER
 DE8647'19085 OVER TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 123.05, GO
 DE8647'23.3 FT (7.1 M) SOUTH OF 75TH STREET EAST, 16.8 FT (5.1 M) EAST OF THE
 DE8647'SOUTHWEST CORNER OF BRIDGE RAILING, 2.7 FT (0.8 M) ABOVE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8648 ***********************************************************************
 DE8648  DESIGNATION -  1928 L
 DE8648  PID         -  DE8648
 DE8648  STATE/COUNTY-  MN/DAKOTA
 DE8648  COUNTRY     -  US
 DE8648  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8648
 DE8648                         *CURRENT SURVEY CONTROL
 DE8648  ______________________________________________________________________
 DE8648* NAD 83(1986) POSITION- 44 50 29.08   (N) 093 03 32.49   (W)   HD_HELD1  
 DE8648* NAVD 88 ORTHO HEIGHT -   301.134  (meters)     987.97  (feet) ADJUSTED  
 DE8648  ______________________________________________________________________
 DE8648  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DE8648  DYNAMIC HEIGHT  -        301.125 (meters)      987.94  (feet) COMP
 DE8648  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 DE8648
 DE8648  VERT ORDER      -  SECOND    CLASS I
 DE8648
 DE8648.The horizontal coordinates were established by differentially corrected
 DE8648.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8648.
 DE8648.The orthometric height was determined by differential leveling and
 DE8648.adjusted in August 2004.
 DE8648
 DE8648.Photographs are available for this station.
 DE8648
 DE8648.The dynamic height is computed by dividing the NAVD 88
 DE8648.geopotential number by the normal gravity value computed on the
 DE8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8648.degrees latitude (g = 980.6199 gals.).
 DE8648
 DE8648.The modeled gravity was interpolated from observed gravity values.
 DE8648
 DE8648;                    North         East    Units  Estimated Accuracy
 DE8648;SPC MN S     -   305,031.8     874,391.1     MT  (+/- 3 meters HH1 GPS) 
 DE8648
 DE8648                          SUPERSEDED SURVEY CONTROL
 DE8648
 DE8648.No superseded survey control is available for this station.
 DE8648
 DE8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9533565335(NAD 83)
 DE8648
 DE8648_MARKER: DV = VERTICAL CONTROL DISK
 DE8648_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE8648_SP_SET: BRIDGE RAILING
 DE8648_STAMPING: 1928 L 1998
 DE8648_MARK LOGO: MNDT  
 DE8648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8648+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8648
 DE8648  HISTORY     - Date     Condition        Report By
 DE8648  HISTORY     - 1991     MONUMENTED       MNDT
 DE8648  HISTORY     - 19980202 GOOD             MNDT
 DE8648  HISTORY     - 20040918 GOOD             USPSQD
 DE8648  HISTORY     - 20051129 GOOD             USPSQD
 DE8648  HISTORY     - 20070703 GOOD             MNDT
 DE8648
 DE8648                          STATION DESCRIPTION
 DE8648
 DE8648'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8648'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8648'HEIGHTS, IN RAILING AT SE COR OF 75TH ST EAST BRIDGE NO 19085 OVER TH
 DE8648'52, AT TH 52 MP 123.05, 23.6 FT (7.2 M) SOUTH OF 75TH ST, 16.8 FT (5.1
 DE8648'M) WEST OF SE COR OF RAILING, PROJECTS 2.7 FT (0.8 M) ABOVE ROADWAY.
 DE8648'THE DISK WAS SET IN BRDG WHEN BUILT IN 1991 THEN STAMPED IN 1998.
 DE8648
 DE8648                          STATION RECOVERY (2004)
 DE8648
 DE8648'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8648'RECOVERED AS DESCRIBED IN FAIR CONDITION, DISC HAS BEEN PAINTED WITH
 DE8648'THE BRIDGE. SPSPS RT.
 DE8648
 DE8648                          STATION RECOVERY (2005)
 DE8648
 DE8648'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8648'RECOVERED IN GOOD CONDITION.
 DE8648
 DE8648                          STATION RECOVERY (2007)
 DE8648
 DE8648'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8648'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8648'PAUL, 3.3 MI (5.3 KM) WEST OF SAINT PAUL PARK AND 0.9 MI (1.4 KM)
 DE8648'WEST-SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8648' 
 DE8648'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN BRIDGE RAILING AT
 DE8648'SOUTHEAST CORNER OF 75TH STREET EAST BRIDGE NUMBER 19085 OVER TRUNK
 DE8648'HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 123.05, 23.6 FT (7.2 M)
 DE8648'SOUTH OF 75TH STREET EAST, GO 16.8 FT (5.1 M) WEST OF THE SOUTHEAST
 DE8648'CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8649 ***********************************************************************
 DE8649  DESIGNATION -  1928 M
 DE8649  PID         -  DE8649
 DE8649  STATE/COUNTY-  MN/DAKOTA
 DE8649  COUNTRY     -  US
 DE8649  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8649
 DE8649                         *CURRENT SURVEY CONTROL
 DE8649  ______________________________________________________________________
 DE8649* NAD 83(1986) POSITION- 44 49 59.70   (N) 093 03 36.92   (W)   HD_HELD1  
 DE8649* NAVD 88 ORTHO HEIGHT -   289.774  (meters)     950.70  (feet) ADJUSTED  
 DE8649  ______________________________________________________________________
 DE8649  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DE8649  DYNAMIC HEIGHT  -        289.765 (meters)      950.67  (feet) COMP
 DE8649  MODELED GRAVITY -    980,575.4   (mgal)                       NAVD 88
 DE8649
 DE8649  VERT ORDER      -  SECOND    CLASS I
 DE8649
 DE8649.The horizontal coordinates were established by differentially corrected
 DE8649.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8649.
 DE8649.The orthometric height was determined by differential leveling and
 DE8649.adjusted in August 2004.
 DE8649
 DE8649.Photographs are available for this station.
 DE8649
 DE8649.The dynamic height is computed by dividing the NAVD 88
 DE8649.geopotential number by the normal gravity value computed on the
 DE8649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8649.degrees latitude (g = 980.6199 gals.).
 DE8649
 DE8649.The modeled gravity was interpolated from observed gravity values.
 DE8649
 DE8649;                    North         East    Units  Estimated Accuracy
 DE8649;SPC MN S     -   304,123.9     874,304.3     MT  (+/- 3 meters HH1 GPS) 
 DE8649
 DE8649                          SUPERSEDED SURVEY CONTROL
 DE8649
 DE8649.No superseded survey control is available for this station.
 DE8649
 DE8649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523764428(NAD 83)
 DE8649
 DE8649_MARKER: DV = VERTICAL CONTROL DISK
 DE8649_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8649_SP_SET: BRIDGE ABUTMENT
 DE8649_STAMPING: 1928 M 1998
 DE8649_MARK LOGO: MNDT  
 DE8649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8649+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8649
 DE8649  HISTORY     - Date     Condition        Report By
 DE8649  HISTORY     - 1991     MONUMENTED       MNDT
 DE8649  HISTORY     - 19980202 GOOD             MNDT
 DE8649  HISTORY     - 20040918 GOOD             USPSQD
 DE8649  HISTORY     - 20051129 GOOD             USPSQD
 DE8649  HISTORY     - 20070703 GOOD             MNDT
 DE8649
 DE8649                          STATION DESCRIPTION
 DE8649
 DE8649'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8649'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8649'HEIGHTS, IN ABUT AT SW COR OF 80TH ST EAST BRIDGE NO 19041 OVER TH 52,
 DE8649'AT TH 52 MP 122.5, 34.2 FT (10.4 M) SOUTH OF CO RD 28 (80TH ST E) EB,
 DE8649'1 FT (0.3 M) SOUTH OF FENCE.  THE DISK WAS SET IN BRDG WHEN BUILT IN
 DE8649'1991 THEN STAMPED IN 1998.
 DE8649
 DE8649                          STATION RECOVERY (2004)
 DE8649
 DE8649'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8649'RECOVERED AS DESCRIBED, BUT IN FAIR CONDITION AS THE DISC HAS BEEN
 DE8649'PAINTED ALONG WITH THE BRIDGE. SPSPS RT.
 DE8649
 DE8649                          STATION RECOVERY (2005)
 DE8649
 DE8649'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8649'RECOVERED IN GOOD CONDITION.
 DE8649
 DE8649                          STATION RECOVERY (2007)
 DE8649
 DE8649'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8649'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8649'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 1.3 MI (2.1 KM)
 DE8649'SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8649' 
 DE8649'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN ABUTMENT AT SOUTHWEST
 DE8649'CORNER OF 80TH STREET EAST BRIDGE NUMBER 19041 OVER TRUNK HIGHWAY 52,
 DE8649'AT TRUNK HIGHWAY 52 MILE POINT 122.5, GO 34.2 FT (10.4 M) SOUTH OF
 DE8649'80TH STREET EAST (EAST-BOUND COUNTY ROAD 28), 1.0 FT (0.3 M) SOUTH OF
 DE8649'A FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8650 ***********************************************************************
 DE8650  DESIGNATION -  1928 N
 DE8650  PID         -  DE8650
 DE8650  STATE/COUNTY-  MN/DAKOTA
 DE8650  COUNTRY     -  US
 DE8650  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 DE8650
 DE8650                         *CURRENT SURVEY CONTROL
 DE8650  ______________________________________________________________________
 DE8650* NAD 83(1986) POSITION- 44 49 59.77   (N) 093 03 32.30   (W)   HD_HELD1  
 DE8650* NAVD 88 ORTHO HEIGHT -   290.080  (meters)     951.70  (feet) ADJUSTED  
 DE8650  ______________________________________________________________________
 DE8650  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DE8650  DYNAMIC HEIGHT  -        290.071 (meters)      951.67  (feet) COMP
 DE8650  MODELED GRAVITY -    980,575.5   (mgal)                       NAVD 88
 DE8650
 DE8650  VERT ORDER      -  SECOND    CLASS I
 DE8650
 DE8650.The horizontal coordinates were established by differentially corrected
 DE8650.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8650.
 DE8650.The orthometric height was determined by differential leveling and
 DE8650.adjusted in August 2004.
 DE8650
 DE8650.Photographs are available for this station.
 DE8650
 DE8650.The dynamic height is computed by dividing the NAVD 88
 DE8650.geopotential number by the normal gravity value computed on the
 DE8650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8650.degrees latitude (g = 980.6199 gals.).
 DE8650
 DE8650.The modeled gravity was interpolated from observed gravity values.
 DE8650
 DE8650;                    North         East    Units  Estimated Accuracy
 DE8650;SPC MN S     -   304,127.2     874,405.7     MT  (+/- 3 meters HH1 GPS) 
 DE8650
 DE8650                          SUPERSEDED SURVEY CONTROL
 DE8650
 DE8650.No superseded survey control is available for this station.
 DE8650
 DE8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9533864430(NAD 83)
 DE8650
 DE8650_MARKER: DR = REFERENCE MARK DISK
 DE8650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8650_SP_SET: BRIDGE ABUTMENT
 DE8650_STAMPING: 1928 N 1998
 DE8650_MARK LOGO: MNDT  
 DE8650_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8650+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DE8650
 DE8650  HISTORY     - Date     Condition        Report By
 DE8650  HISTORY     - 1991     MONUMENTED       MNDT
 DE8650  HISTORY     - 19980202 GOOD             MNDT
 DE8650  HISTORY     - 20040918 GOOD             USPSQD
 DE8650  HISTORY     - 20051129 GOOD             USPSQD
 DE8650  HISTORY     - 20070703 GOOD             MNDT
 DE8650
 DE8650                          STATION DESCRIPTION
 DE8650
 DE8650'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE8650'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN INVER GROVE
 DE8650'HEIGHTS, IN ABUT AT SE COR OF 80TH ST EAST BRIDGE NO 19041 OVER TH 52,
 DE8650'AT TH 52 MP 122.5, 33.0 FT (10.1 M) SOUTH OF CO RD 28 (80TH ST E) EB,
 DE8650'1.0 FT (0.3 M) SOUTH OF FENCE.  DISK WAS SET IN BRDG WHEN BUILT IN
 DE8650'1991 THEN STAMPED IN 1998.
 DE8650
 DE8650                          STATION RECOVERY (2004)
 DE8650
 DE8650'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 DE8650'RECOVERED AS DESCRIBED, BUT IN FAIR CONDITION AS THE DISC HAS BEEN
 DE8650'PAINTED ALONG WITH THE BRIDGE. SPSPS RT.
 DE8650
 DE8650                          STATION RECOVERY (2005)
 DE8650
 DE8650'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 DE8650'RECOVERED IN GOOD CONDITION.
 DE8650
 DE8650                          STATION RECOVERY (2007)
 DE8650
 DE8650'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 DE8650'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF SAINT
 DE8650'PAUL, 3.4 MI (5.5 KM) WEST OF SAINT PAUL PARK AND 1.3 MI (2.1 KM)
 DE8650'SOUTHWEST OF INVER GROVE HEIGHTS.
 DE8650' 
 DE8650'TO REACH TO THE MARK IN INVER GROVE HEIGHTS, IN ABUTMENT AT SOUTHEAST
 DE8650'CORNER OF BRIDGE NUMBER 19041 AT TRUNK HIGHWAY 52 MILE POINT 122.5, GO
 DE8650'33.0 FT (10.1 M) SOUTH OF 80TH STREET EAST (EAST-BOUND COUNTY ROAD
 DE8650'28), 1.0 FT (0.3 M) SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5951 ***********************************************************************
 DL5951  DESIGNATION -  1928 P
 DL5951  PID         -  DL5951
 DL5951  STATE/COUNTY-  MN/DAKOTA
 DL5951  COUNTRY     -  US
 DL5951  USGS QUAD   -  ST PAUL EAST (1993)
 DL5951
 DL5951                         *CURRENT SURVEY CONTROL
 DL5951  ______________________________________________________________________
 DL5951* NAD 83(2007) POSITION- 44 53 35.38303(N) 093 03 58.82681(W)   ADJUSTED  
 DL5951* NAD 83(2007) ELLIP HT-   258.770 (meters)        (10/16/09)   ADJUSTED
 DL5951* NAD 83(2007) EPOCH   -  2002.00
 DL5951* NAVD 88 ORTHO HEIGHT -   286.29   (meters)     939.3   (feet) LEVELING  
 DL5951  ______________________________________________________________________
 DL5951  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DL5951  NAD 83(2007) X  -   -242,114.350 (meters)                     COMP
 DL5951  NAD 83(2007) Y  - -4,519,681.584 (meters)                     COMP
 DL5951  NAD 83(2007) Z  -  4,479,127.751 (meters)                     COMP
 DL5951  LAPLACE CORR    -         -7.54  (seconds)                    DEFLEC09
 DL5951  HORZ ORDER      -  FIRST
 DL5951  VERT ORDER      -  THIRD ?
 DL5951  ELLP ORDER      -  THIRD     CLASS I
 DL5951
 DL5951.The horizontal coordinates were established by GPS observations
 DL5951.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5951
 DL5951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5951.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5951
 DL5951.The horizontal coordinates are valid at the epoch date displayed above
 DL5951.which is a decimal equivalence of Year/Month/Day.
 DL5951
 DL5951.The orthometric height was determined by differential leveling.
 DL5951.The vertical network tie was performed by a horz. field party for horz.
 DL5951.obs reductions. Reset procedures were used to establish the elevation.
 DL5951
 DL5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5951
 DL5951.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5951
 DL5951.The ellipsoidal height was determined by GPS observations
 DL5951.and is referenced to NAD 83.
 DL5951
 DL5951. The following values were computed from the NAD 83(2007) position.
 DL5951
 DL5951;                    North         East     Units Scale Factor Converg.
 DL5951;SPC MN S     -   310,775.522   873,747.123   MT  0.99994538   +0 39 15.9
 DL5951;SPC MN S     - 1,019,602.69  2,866,618.69   sFT  0.99994538   +0 39 15.9
 DL5951;UTM  15      - 4,971,084.299   494,761.624   MT  0.99960034   -0 02 48.6
 DL5951
 DL5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5951!SPC MN S     -   0.99995943  x   0.99994538  =   0.99990481
 DL5951!UTM  15      -   0.99995943  x   0.99960034  =   0.99955979
 DL5951
 DL5951:                Primary Azimuth Mark                     Grid Az
 DL5951:SPC MN S     -  WORTH                                    359 52 41.0
 DL5951:UTM  15      -  WORTH                                    000 34 45.5
 DL5951
 DL5951|---------------------------------------------------------------------|
 DL5951| PID    Reference Object                     Distance      Geod. Az  |
 DL5951|                                                           dddmmss.s |
 DL5951| AC5080 WORTH                               APPROX. 0.5 KM 0003156.9 |
 DL5951| DL5952 1928 Q                              APPROX. 1.2 KM 0051626.3 |
 DL5951|---------------------------------------------------------------------|
 DL5951
 DL5951                          SUPERSEDED SURVEY CONTROL
 DL5951
 DL5951.No superseded survey control is available for this station.
 DL5951
 DL5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9476171084(NAD 83)
 DL5951
 DL5951_MARKER: I = METAL ROD
 DL5951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5951_STAMPING: 1928 P 2009
 DL5951_MARK LOGO: MNDT  
 DL5951_PROJECTION: RECESSED 3 CENTIMETERS
 DL5951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5951+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DL5951_ROD/PIPE-DEPTH:  9.1 meters
 DL5951
 DL5951  HISTORY     - Date     Condition        Report By
 DL5951  HISTORY     - 2009     MONUMENTED       MNDT
 DL5951
 DL5951                          STATION DESCRIPTION
 DL5951
 DL5951'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5951'IN WEST ST PAUL, 1.35 MILES SOUTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION
 DL5951'OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY 52 MILEPOINT
 DL5951'126.70, 29.8 FEET EAST OF SOUTHBOUND TRUNK HIGHWAY 52, 34.1 FEET WEST
 DL5951'OF NORTHBOUND TRUNK HIGHWAY 52, 44.8 FEET SOUTH OF A CROSS OVER, 1.4
 DL5951'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5952 ***********************************************************************
 DL5952  DESIGNATION -  1928 Q
 DL5952  PID         -  DL5952
 DL5952  STATE/COUNTY-  MN/DAKOTA
 DL5952  COUNTRY     -  US
 DL5952  USGS QUAD   -  ST PAUL EAST (1993)
 DL5952
 DL5952                         *CURRENT SURVEY CONTROL
 DL5952  ______________________________________________________________________
 DL5952* NAD 83(2007) POSITION- 44 54 14.98385(N) 093 03 53.68315(W)   ADJUSTED  
 DL5952* NAD 83(2007) ELLIP HT-   251.470 (meters)        (10/16/09)   ADJUSTED
 DL5952* NAD 83(2007) EPOCH   -  2002.00
 DL5952* NAVD 88 ORTHO HEIGHT -   278.97   (meters)     915.3   (feet) LEVELING  
 DL5952  ______________________________________________________________________
 DL5952  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DL5952  NAD 83(2007) X  -   -241,955.228 (meters)                     COMP
 DL5952  NAD 83(2007) Y  - -4,518,820.782 (meters)                     COMP
 DL5952  NAD 83(2007) Z  -  4,479,988.565 (meters)                     COMP
 DL5952  LAPLACE CORR    -         -7.44  (seconds)                    DEFLEC09
 DL5952  HORZ ORDER      -  FIRST
 DL5952  VERT ORDER      -  THIRD ?
 DL5952  ELLP ORDER      -  THIRD     CLASS I
 DL5952
 DL5952.The horizontal coordinates were established by GPS observations
 DL5952.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5952
 DL5952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5952.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5952
 DL5952.The horizontal coordinates are valid at the epoch date displayed above
 DL5952.which is a decimal equivalence of Year/Month/Day.
 DL5952
 DL5952.The orthometric height was determined by differential leveling.
 DL5952.The vertical network tie was performed by a horz. field party for horz.
 DL5952.obs reductions. Reset procedures were used to establish the elevation.
 DL5952
 DL5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5952
 DL5952.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5952
 DL5952.The ellipsoidal height was determined by GPS observations
 DL5952.and is referenced to NAD 83.
 DL5952
 DL5952. The following values were computed from the NAD 83(2007) position.
 DL5952
 DL5952;                    North         East     Units Scale Factor Converg.
 DL5952;SPC MN S     -   311,999.119   873,845.991   MT  0.99994671   +0 39 19.5
 DL5952;SPC MN S     - 1,023,617.11  2,866,943.06   sFT  0.99994671   +0 39 19.5
 DL5952;UTM  15      - 4,972,306.172   494,875.421   MT  0.99960032   -0 02 45.0
 DL5952
 DL5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5952!SPC MN S     -   0.99996057  x   0.99994671  =   0.99990729
 DL5952!UTM  15      -   0.99996057  x   0.99960032  =   0.99956091
 DL5952
 DL5952:                Primary Azimuth Mark                     Grid Az
 DL5952:SPC MN S     -  1928 P                                   184 37 10.4
 DL5952:UTM  15      -  1928 P                                   185 19 14.9
 DL5952
 DL5952|---------------------------------------------------------------------|
 DL5952| PID    Reference Object                     Distance      Geod. Az  |
 DL5952|                                                           dddmmss.s |
 DL5952| DL5951 1928 P                              APPROX. 1.2 KM 1851629.9 |
 DL5952|---------------------------------------------------------------------|
 DL5952
 DL5952                          SUPERSEDED SURVEY CONTROL
 DL5952
 DL5952.No superseded survey control is available for this station.
 DL5952
 DL5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9487572306(NAD 83)
 DL5952
 DL5952_MARKER: I = METAL ROD
 DL5952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5952_STAMPING: 1928 Q 2009
 DL5952_MARK LOGO: MNDT  
 DL5952_PROJECTION: RECESSED 3 CENTIMETERS
 DL5952_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5952+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DL5952_ROD/PIPE-DEPTH: 10.7 meters
 DL5952
 DL5952  HISTORY     - Date     Condition        Report By
 DL5952  HISTORY     - 2009     MONUMENTED       MNDT
 DL5952
 DL5952                          STATION DESCRIPTION
 DL5952
 DL5952'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5952'IN WEST ST PAUL, 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION
 DL5952'OF TRUNK HIGHWAY 52 AND BUTLER AVENUE, AT TRUNK HIGHWAY 52 MILEPOINT
 DL5952'127.45, 87.2 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 52, 68.0 FEET
 DL5952'NORTHWEST OF A LIGHT POLE, 28.6 FEET EAST OF A RETAINING WALL, 1.8
 DL5952'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4450 ***********************************************************************
 AH4450  DESIGNATION -  1929 C
 AH4450  PID         -  AH4450
 AH4450  STATE/COUNTY-  MN/DAKOTA
 AH4450  COUNTRY     -  US
 AH4450  USGS QUAD   -  ST PAUL SW (1993)
 AH4450
 AH4450                         *CURRENT SURVEY CONTROL
 AH4450  ______________________________________________________________________
 AH4450* NAD 83(1986) POSITION- 44 45 28.16   (N) 093 12 25.03   (W)   HD_HELD1  
 AH4450* NAVD 88 ORTHO HEIGHT -   308.607  (meters)    1012.49  (feet) ADJUSTED  
 AH4450  ______________________________________________________________________
 AH4450  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 AH4450  DYNAMIC HEIGHT  -        308.589 (meters)     1012.43  (feet) COMP
 AH4450  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 AH4450
 AH4450  VERT ORDER      -  SECOND    CLASS I
 AH4450
 AH4450.The horizontal coordinates were established by differentially corrected
 AH4450.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4450.
 AH4450.The orthometric height was determined by differential leveling and
 AH4450.adjusted in June 2000.
 AH4450
 AH4450.No vertical observational check was made to the station.
 AH4450
 AH4450.Photographs are available for this station.
 AH4450
 AH4450.The dynamic height is computed by dividing the NAVD 88
 AH4450.geopotential number by the normal gravity value computed on the
 AH4450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4450.degrees latitude (g = 980.6199 gals.).
 AH4450
 AH4450.The modeled gravity was interpolated from observed gravity values.
 AH4450
 AH4450;                    North         East    Units  Estimated Accuracy
 AH4450;SPC MN S     -   295,619.8     862,786.9     MT  (+/- 3 meters HH1 GPS) 
 AH4450
 AH4450                          SUPERSEDED SURVEY CONTROL
 AH4450
 AH4450.No superseded survey control is available for this station.
 AH4450
 AH4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8362056068(NAD 83)
 AH4450
 AH4450_MARKER: DV = VERTICAL CONTROL DISK
 AH4450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4450_STAMPING: 1929 C 1976
 AH4450_MARK LOGO: MNHD  
 AH4450_PROJECTION: RECESSED 5 CENTIMETERS
 AH4450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4450+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 AH4450_ROD/PIPE-DEPTH:  8.5 meters
 AH4450
 AH4450  HISTORY     - Date     Condition        Report By
 AH4450  HISTORY     - 1976     MONUMENTED       MNHD
 AH4450  HISTORY     - 19881215 GOOD             MNDT
 AH4450  HISTORY     - 20021112 POOR             USPSQD
 AH4450  HISTORY     - 20040517 POOR             MNDT
 AH4450  HISTORY     - 20070625 GOOD             MNDT
 AH4450
 AH4450                          STATION DESCRIPTION
 AH4450
 AH4450'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4450'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, ABOUT 0.2 MILE SOUTH
 AH4450'ALONG GALAXIE STREET FROM ITS JUNCTION WITH TRUNK HIGHWAY 77, NEAR THE
 AH4450'JUNCTION OF 132ND STREET AND GALAXIE STREET, AND IN THE NE 1/4 OF
 AH4450'SECTION 22, T115N, R20W.  THE MARK IS 48.5 FEET EAST OF THE CENTERLINE
 AH4450'OF GALAXIE STREET, 193 FEET NORTH OF THE CENTERLINE OF 132ND STREET,
 AH4450'2.2 FEET NORTH OF A POWER POLE, 56.0 FEET NORTHEAST OF MNDT TRAVERSE
 AH4450'STATION PODOBINSKI, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 AH4450'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1929 C
 AH4450'1976---, IS CRIMPED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 28 FOOT
 AH4450'LONG COPPER-CLAD STEEL (MAGNETIC) ROD AND IS 0.1 FOOT BELOW THE
 AH4450'GROUND.
 AH4450
 AH4450                          STATION RECOVERY (2002)
 AH4450
 AH4450'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4450'FROM ITS JUNCTION WITH CR.38 (MCANDREWS RD), NEAR THE JUNCTION OF
 AH4450'132ND STREET........
 AH4450
 AH4450                          STATION RECOVERY (2004)
 AH4450
 AH4450'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AH4450'IN APPLE VALLEY, 0.15 MI (0.2 KM) SOUTH OF THE JUNCTION OF GALAXIE
 AH4450'STREET AND MC ANDREWS ROAD, AT THE JUNCTION OF 132ND STREET AND
 AH4450'GALAXIE STREET,
 AH4450' 
 AH4450'48.5 FT (14.8 M) EAST OF GALAXIE STREET, 193 FT (58.8 M) NORTH OF
 AH4450'132ND STREET, 2.2 FT (0.7 M) NORTH OF A POWER POLE, 56 FT (17.1 M)
 AH4450'NORTHEAST OF STATION PODOBINSKI MNDT, 1.0 FT (0.3 M) WEST OF A WITNESS
 AH4450'POST
 AH4450
 AH4450                          STATION RECOVERY (2007)
 AH4450
 AH4450'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4450'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF COATES,
 AH4450'8.7 MI (14.0 KM) NORTH-NORTHWEST OF FARMINGTON AND 7.3 MI (11.7 KM)
 AH4450'SOUTHEAST OF BLOOMINGTON.
 AH4450' 
 AH4450'TO REACH TO THE MARK IN APPLE VALLEY, GO 0.15 MI (0.2 KM) SOUTH OF THE
 AH4450'JUNCTION OF GALAXY STREET AND MC ANDREWS ROAD, AT THE JUNCTION OF
 AH4450'132ND STREET AND GALAXY STREET, 48.5 FT (14.8 M) EAST OF GALAXY
 AH4450'STREET, 193 FT (58.8 M) NORTH OF 132ND STREET, 2.2 FT (0.7 M) NORTH OF
 AH4450'POWER POLE, 56 FT (17.1 M) NORTHEAST OF STATION PODOBINSKI MNDT, 1.0
 AH4450'FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4452 ***********************************************************************
 AH4452  DESIGNATION -  1929 D
 AH4452  PID         -  AH4452
 AH4452  STATE/COUNTY-  MN/DAKOTA
 AH4452  COUNTRY     -  US
 AH4452  USGS QUAD   -  ST PAUL SW (1993)
 AH4452
 AH4452                         *CURRENT SURVEY CONTROL
 AH4452  ______________________________________________________________________
 AH4452* NAD 83(1986) POSITION- 44 45 36.     (N) 093 11 13.     (W)   SCALED    
 AH4452* NAVD 88 ORTHO HEIGHT -   307.090  (meters)    1007.51  (feet) ADJUSTED  
 AH4452  ______________________________________________________________________
 AH4452  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AH4452  DYNAMIC HEIGHT  -        307.072 (meters)     1007.45  (feet) COMP
 AH4452  MODELED GRAVITY -    980,549.8   (mgal)                       NAVD 88
 AH4452
 AH4452  VERT ORDER      -  SECOND    CLASS I
 AH4452
 AH4452.The horizontal coordinates were scaled from a topographic map and have
 AH4452.an estimated accuracy of +/- 6 seconds.
 AH4452.
 AH4452.The orthometric height was determined by differential leveling and
 AH4452.adjusted in June 2000.
 AH4452
 AH4452.No vertical observational check was made to the station.
 AH4452
 AH4452.The dynamic height is computed by dividing the NAVD 88
 AH4452.geopotential number by the normal gravity value computed on the
 AH4452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4452.degrees latitude (g = 980.6199 gals.).
 AH4452
 AH4452.The modeled gravity was interpolated from observed gravity values.
 AH4452
 AH4452;                    North         East    Units  Estimated Accuracy
 AH4452;SPC MN S     -   295,880.      864,370.      MT  (+/- 180 meters Scaled)
 AH4452
 AH4452                          SUPERSEDED SURVEY CONTROL
 AH4452
 AH4452.No superseded survey control is available for this station.
 AH4452
 AH4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK852563(NAD 83)
 AH4452
 AH4452_MARKER: DV = VERTICAL CONTROL DISK
 AH4452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4452_STAMPING: 1929 D 1976
 AH4452_MARK LOGO: MNHD  
 AH4452_PROJECTION: FLUSH
 AH4452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4452+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2006
 AH4452
 AH4452  HISTORY     - Date     Condition        Report By
 AH4452  HISTORY     - 1976     MONUMENTED       MNDT
 AH4452  HISTORY     - 19881215 GOOD             MNDT
 AH4452  HISTORY     - 20021210 MARK NOT FOUND   USPSQD
 AH4452  HISTORY     - 20061027 MARK NOT FOUND   MNDT
 AH4452
 AH4452                          STATION DESCRIPTION
 AH4452
 AH4452'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4452'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, ABOUT 0.2 MILE SOUTH
 AH4452'ALONG JOHNNY CAKE RIDGE ROAD FROM ITS JUNCTION WITH TRUNK HIGHWAY 77,
 AH4452'NEAR ITS JUNCTION WITH 132ND STREET, AND IN THE NW 1/4 OF SECTION 23,
 AH4452'T115N, R20W.  THE MARK IS 50 FEET WEST OF THE CENTERLINE OF JOHNNY
 AH4452'CAKE RIDGE ROAD, 120 FEET NORTH OF THE CENTER OF A DRIVEWAY TO AN OLD
 AH4452'WHITE FARMHOUSE, 90.3 FEET NORTH-NORTHEAST OF A FENCE CORNER, 41.4
 AH4452'FEET EAST OF A FENCE LINE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 AH4452'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4452'STAMPED---1929 D 1976---, IS CRIMPED ONTO THE TOP OF A 3/4 INCH
 AH4452'DIAMETER BY 23 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD AND IS 0.6
 AH4452'FOOT BELOW THE GROUND.
 AH4452
 AH4452                          STATION RECOVERY (2002)
 AH4452
 AH4452'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4452'MUCH CONSTRUCTION IN AREA, MANY UTILITIES AND NEW ROADS ADDED. NO
 AH4452'LANDMARKS REMAIN.
 AH4452
 AH4452                          STATION RECOVERY (2006)
 AH4452
 AH4452'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 AH4452'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4449 ***********************************************************************
 AH4449  DESIGNATION -  1929 G
 AH4449  PID         -  AH4449
 AH4449  STATE/COUNTY-  MN/DAKOTA
 AH4449  COUNTRY     -  US
 AH4449  USGS QUAD   -  ST PAUL SW (1993)
 AH4449
 AH4449                         *CURRENT SURVEY CONTROL
 AH4449  ______________________________________________________________________
 AH4449* NAD 83(1986) POSITION- 44 45 56.68   (N) 093 13 01.80   (W)   HD_HELD1  
 AH4449* NAVD 88 ORTHO HEIGHT -   312.612  (meters)    1025.63  (feet) ADJUSTED  
 AH4449  ______________________________________________________________________
 AH4449  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 AH4449  DYNAMIC HEIGHT  -        312.596 (meters)     1025.58  (feet) COMP
 AH4449  MODELED GRAVITY -    980,556.5   (mgal)                       NAVD 88
 AH4449
 AH4449  VERT ORDER      -  SECOND    CLASS I
 AH4449
 AH4449.The horizontal coordinates were established by differentially corrected
 AH4449.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4449.
 AH4449.The orthometric height was determined by differential leveling and
 AH4449.adjusted in June 2000.
 AH4449
 AH4449.No vertical observational check was made to the station.
 AH4449
 AH4449.Photographs are available for this station.
 AH4449
 AH4449.The dynamic height is computed by dividing the NAVD 88
 AH4449.geopotential number by the normal gravity value computed on the
 AH4449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4449.degrees latitude (g = 980.6199 gals.).
 AH4449
 AH4449.The modeled gravity was interpolated from observed gravity values.
 AH4449
 AH4449;                    North         East    Units  Estimated Accuracy
 AH4449;SPC MN S     -   296,492.2     861,969.8     MT  (+/- 3 meters HH1 GPS) 
 AH4449
 AH4449                          SUPERSEDED SURVEY CONTROL
 AH4449
 AH4449.No superseded survey control is available for this station.
 AH4449
 AH4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8281456951(NAD 83)
 AH4449
 AH4449_MARKER: DV = VERTICAL CONTROL DISK
 AH4449_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4449_SP_SET: BRIDGE WALKWAY
 AH4449_STAMPING: 1929 G 1989
 AH4449_MARK LOGO: MNDT  
 AH4449_PROJECTION: FLUSH
 AH4449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4449+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 AH4449
 AH4449  HISTORY     - Date     Condition        Report By
 AH4449  HISTORY     - 1989     MONUMENTED       MNDT
 AH4449  HISTORY     - 20021112 GOOD             USPSQD
 AH4449  HISTORY     - 20070625 GOOD             MNDT
 AH4449
 AH4449                          STATION DESCRIPTION
 AH4449
 AH4449'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4449'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, AT THE BRIDGE
 AH4449'CARRYING PALOMINO DRIVE OVER TRUNK HIGHWAY 77, AND IN THE SW 1/4 OF
 AH4449'SECTION 15, T115N, R20W.  THE MARK IS 28.0 FEET SOUTH OF AND ABOUT 1
 AH4449'FOOT HIGHER THAN THE CENTERLINE OF PALOMINO DRIVE, 24.9 FEET WEST OF
 AH4449'THE SOUTHEAST CORNER OF THE BRIDGE, AND 0.6 FOOT NORTH OF THE FACE OF
 AH4449'THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4449'MONUMENT DISK STAMPED---1929 G 1989---, IS SET IN THE WALKWAY AT THE
 AH4449'SOUTHEAST CORNER OF BRIDGE NUMBER 19082 (PALOMINO DRIVE OVER HIGHWAY
 AH4449'77).
 AH4449
 AH4449                          STATION RECOVERY (2002)
 AH4449
 AH4449'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4449'RECOVERED IN GOOD CONDITION.
 AH4449
 AH4449                          STATION RECOVERY (2007)
 AH4449
 AH4449'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4449'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-NORTHWEST OF COATES,
 AH4449'9.4 MI (15.1 KM) NORTH-NORTHWEST OF FARMINGTON AND 6.6 MI (10.6 KM)
 AH4449'SOUTHEAST OF BLOOMINGTON.
 AH4449' 
 AH4449'TO REACH TO THE MARK AT APPLE VALLEY, IN WALKWAY AT SOUTHEAST CORNER
 AH4449'OF PALOMINO DRIVE BRIDGE 19082 OVER TRUNK HIGHWAY 77, GO 28 FT (8.5 M)
 AH4449'SOUTH OF PALOMINO DRIVE, 24.9 FT (7.6 M) WEST OF THE SOUTHEAST CORNER
 AH4449'OF BRIDGE, 0.6 FT (0.2 M) NORTH OF FACE OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4451 ***********************************************************************
 AH4451  DESIGNATION -  1929 H
 AH4451  PID         -  AH4451
 AH4451  STATE/COUNTY-  MN/DAKOTA
 AH4451  COUNTRY     -  US
 AH4451  USGS QUAD   -  ST PAUL SW (1993)
 AH4451
 AH4451                         *CURRENT SURVEY CONTROL
 AH4451  ______________________________________________________________________
 AH4451* NAD 83(1986) POSITION- 44 45 43.90   (N) 093 11 33.91   (W)   HD_HELD1  
 AH4451* NAVD 88 ORTHO HEIGHT -   304.346  (meters)     998.51  (feet) ADJUSTED  
 AH4451  ______________________________________________________________________
 AH4451  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AH4451  DYNAMIC HEIGHT  -        304.328 (meters)      998.45  (feet) COMP
 AH4451  MODELED GRAVITY -    980,551.5   (mgal)                       NAVD 88
 AH4451
 AH4451  VERT ORDER      -  SECOND    CLASS I
 AH4451
 AH4451.The horizontal coordinates were established by differentially corrected
 AH4451.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4451.
 AH4451.The orthometric height was determined by differential leveling and
 AH4451.adjusted in June 2000.
 AH4451
 AH4451.No vertical observational check was made to the station.
 AH4451
 AH4451.Photographs are available for this station.
 AH4451
 AH4451.The dynamic height is computed by dividing the NAVD 88
 AH4451.geopotential number by the normal gravity value computed on the
 AH4451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4451.degrees latitude (g = 980.6199 gals.).
 AH4451
 AH4451.The modeled gravity was interpolated from observed gravity values.
 AH4451
 AH4451;                    North         East    Units  Estimated Accuracy
 AH4451;SPC MN S     -   296,116.6     863,906.3     MT  (+/- 3 meters HH1 GPS) 
 AH4451
 AH4451                          SUPERSEDED SURVEY CONTROL
 AH4451
 AH4451.No superseded survey control is available for this station.
 AH4451
 AH4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8474556551(NAD 83)
 AH4451
 AH4451_MARKER: DV = VERTICAL CONTROL DISK
 AH4451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4451_STAMPING: 1929 H 1989
 AH4451_MARK LOGO: MNDT  
 AH4451_PROJECTION: FLUSH
 AH4451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4451+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 AH4451_ROD/PIPE-DEPTH:  9.1 meters
 AH4451
 AH4451  HISTORY     - Date     Condition        Report By
 AH4451  HISTORY     - 1989     MONUMENTED       MNDT
 AH4451  HISTORY     - 20021112 GOOD             USPSQD
 AH4451  HISTORY     - 20040517 GOOD             MNDT
 AH4451  HISTORY     - 20070625 GOOD             MNDT
 AH4451
 AH4451                          STATION DESCRIPTION
 AH4451
 AH4451'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4451'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, AT THE JUNCTION OF
 AH4451'TRUNK HIGHWAY 77 AND THE ENTRANCE TO THE MINNESOTA ZOO, AND IN THE SW
 AH4451'1/4 OF SECTION 14, T115N, R20W.  THE MARK IS 46.8 FEET NORTH OF THE
 AH4451'CENTERLINE OF WESTBOUND HIGHWAY 77, 96.5 FEET WEST OF THE SOUTHBOUND
 AH4451'LANE OF THE EXIT FROM THE ZOO, 44.8 FEET WEST-SOUTHWEST OF THE
 AH4451'NORTHWEST CORNER OF A LARGE TRANSFORMER BASE (7 BY 4.5 FOOT) 9.0 FEET
 AH4451'WEST OF A 24 INCH DIAMETER OAK TREE, AND 0.7 FOOT SOUTH OF A STEEL
 AH4451'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AH4451'MONUMENT DISK STAMPED---1929 H 1989---, IS FORCED ONTO THE TOP OF A
 AH4451'5/8 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.3 FOOT
 AH4451'ABOVE THE GROUND.
 AH4451
 AH4451                          STATION RECOVERY (2002)
 AH4451
 AH4451'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4451'AT THE JUNCTION OF CR 38 (MCANDREWS RD AND ... CENTERLINE OF CR 38
 AH4451'(MCANDREWS RD) ... OF THE EXIT FRON THE ZOO,(( (44.8
 AH4451'FEETWEST-SOUTHWEST OF THE NORTHWEST CORNER OD A LARGE TRANSFORMER
 AH4451'BASE(7 BY 4.5 FOOT) ))REMOVE STATEMENT IN (( )) DOUBLE PARENTHESIS
 AH4451
 AH4451                          STATION RECOVERY (2004)
 AH4451
 AH4451'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AH4451'AT APPLE VALLEY, AT THE JUNCTION OF MC ANDREWS ROAD AND ENTRANCE TO
 AH4451'MINNESOTA ZOO,
 AH4451' 
 AH4451'46.8 FT (14.3 M) NORTH OF WEST BOUND COUNTY ROAD 38, 96.5 FT (29.4 M)
 AH4451'WEST OF SOUTH BOUND EXIT FROM ZOO, 44.8 FT (13.7 M) WEST-SOUTHWEST OF
 AH4451'THE NORTHWEST CORNER OF TRANSFORMER BASE, 9 FT (2.7 M) WEST OF 24 INCH
 AH4451'(61 CM) OAK TREE, 0.7 FT (0.2 M) SOUTH OF A WITNESS POST
 AH4451
 AH4451                          STATION RECOVERY (2007)
 AH4451
 AH4451'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4451'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 AH4451'FARMINGTON, 8.4 MI (13.5 KM) WEST-NORTHWEST OF COATES AND 7.5 MI (12.1
 AH4451'KM) SOUTHEAST OF BLOOMINGTON.
 AH4451' 
 AH4451'TO REACH TO THE MARK AT APPLE VALLEY, AT THE JUNCTION OF MC ANDREWS
 AH4451'ROAD AND ENTRANCE TO MINNESOTA ZOO, GO 46.8 FT (14.3 M) NORTH OF WEST
 AH4451'BOUND COUNTY ROAD 38, 96.5 FT (29.4 M) WEST OF SOUTH BOUND EXIT FROM
 AH4451'ZOO, 44.8 FT (13.7 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AH4451'TRANSFORMER BASE, 9 FT (2.7 M) WEST OF 24 INCH (61 CM) OAK TREE, 0.7
 AH4451'FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0891 ***********************************************************************
 PP0891  DESIGNATION -  1980 A
 PP0891  PID         -  PP0891
 PP0891  STATE/COUNTY-  MN/DAKOTA
 PP0891  COUNTRY     -  US
 PP0891  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0891
 PP0891                         *CURRENT SURVEY CONTROL
 PP0891  ______________________________________________________________________
 PP0891* NAD 83(1986) POSITION- 44 38 18.94   (N) 093 17 48.22   (W)   HD_HELD1  
 PP0891* NAVD 88 ORTHO HEIGHT -   335.678  (meters)    1101.30  (feet) ADJUSTED  
 PP0891  ______________________________________________________________________
 PP0891  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 PP0891  DYNAMIC HEIGHT  -        335.652 (meters)     1101.22  (feet) COMP
 PP0891  MODELED GRAVITY -    980,528.7   (mgal)                       NAVD 88
 PP0891
 PP0891  VERT ORDER      -  SECOND    CLASS 0
 PP0891
 PP0891.The horizontal coordinates were established by differentially corrected
 PP0891.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0891.
 PP0891.The orthometric height was determined by differential leveling and
 PP0891.adjusted in June 1991.
 PP0891
 PP0891.Photographs are available for this station.
 PP0891
 PP0891.The dynamic height is computed by dividing the NAVD 88
 PP0891.geopotential number by the normal gravity value computed on the
 PP0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0891.degrees latitude (g = 980.6199 gals.).
 PP0891
 PP0891.The modeled gravity was interpolated from observed gravity values.
 PP0891
 PP0891;                    North         East    Units  Estimated Accuracy
 PP0891;SPC MN S     -   282,306.9     855,793.4     MT  (+/- 3 meters HH1 GPS) 
 PP0891
 PP0891                          SUPERSEDED SURVEY CONTROL
 PP0891
 PP0891  NGVD 29 (??/??/92)  335.622  (m)         1101.12   (f) ADJ UNCH    2 0
 PP0891
 PP0891.Superseded values are not recommended for survey control.
 PP0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0891.See file dsdata.txt to determine how the superseded data were derived.
 PP0891
 PP0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7646642846(NAD 83)
 PP0891
 PP0891_MARKER: DB = BENCH MARK DISK
 PP0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0891_STAMPING: 1980 A 1970
 PP0891_MARK LOGO: MNHD  
 PP0891_PROJECTION: FLUSH
 PP0891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0891+STABILITY: SURFACE MOTION
 PP0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0891+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 PP0891
 PP0891  HISTORY     - Date     Condition        Report By
 PP0891  HISTORY     - 1970     MONUMENTED       MNHD
 PP0891  HISTORY     - 1971     GOOD             MNDT
 PP0891  HISTORY     - 20070621 GOOD             MNDT
 PP0891
 PP0891                          STATION DESCRIPTION
 PP0891
 PP0891'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0891'IN LAKEVILLE.
 PP0891'MARK IS LOCATED 4.3 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 PP0891'35 AND T.H. 50, 0.5 MILES NORTH OF THE DAKOTA-SCOTT COUNTY LINE, 200
 PP0891'FEET NORTH OF NORTHERN NATURAL GAS PIPE LINE CROSSING (EAST-WEST), 95
 PP0891'FEET EAST OF AND ABOUT LEVEL WITH FAI 35 NORTHBOUND CENTER LINE
 PP0891'STATION 496+16, 7 FEET WEST OF THE WEST END OF A HIGHWAY ADVERTISING
 PP0891'SIGN (ACORN MOTEL), 3 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT
 PP0891'WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP0891'SET FLUSH WITH THE GROUND.  NW 1/4, SEC 36, T114N, R 21W.
 PP0891
 PP0891                          STATION RECOVERY (2007)
 PP0891
 PP0891'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0891'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF PRIOR LAKE,
 PP0891'7.6 MI (12.2 KM) WEST OF FARMINGTON AND 5.3 MI (8.5 KM)
 PP0891'NORTH-NORTHEAST OF NEW MARKET.
 PP0891' 
 PP0891'TO REACH TO THE MARK AT LAKEVILLE, GO 4.3 MI (6.9 KM) SOUTH OF THE
 PP0891'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 0.5 MI (0.8
 PP0891'KM) NORTH OF DAKOTA-SCOTT COUNTY LINE, 0.5 MI (0.8 KM) SOUTH OF COUNTY
 PP0891'ROAD 70, 200 FT (61.0 M) NORTH OF PIPELINE CROSSING, 95 FT (29.0 M)
 PP0891'EAST OF NORTHBOUND INTERSTATE HIGHWAY 35 AT STATION 496+16, 3 FT (0.9
 PP0891'M) WEST OF EAST RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS
 PP0891'POST, IN THE MIDDLE OF 4 LARGER SPRUCE TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0887 ***********************************************************************
 PP0887  DESIGNATION -  1980 B
 PP0887  PID         -  PP0887
 PP0887  STATE/COUNTY-  MN/DAKOTA
 PP0887  COUNTRY     -  US
 PP0887  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0887
 PP0887                         *CURRENT SURVEY CONTROL
 PP0887  ______________________________________________________________________
 PP0887* NAD 83(1986) POSITION- 44 38 42.50   (N) 093 17 44.53   (W)   HD_HELD1  
 PP0887* NAVD 88 ORTHO HEIGHT -   336.940  (meters)    1105.44  (feet) ADJUSTED  
 PP0887  ______________________________________________________________________
 PP0887  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 PP0887  DYNAMIC HEIGHT  -        336.914 (meters)     1105.36  (feet) COMP
 PP0887  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 PP0887
 PP0887  VERT ORDER      -  SECOND    CLASS 0
 PP0887
 PP0887.The horizontal coordinates were established by differentially corrected
 PP0887.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0887.
 PP0887.The orthometric height was determined by differential leveling and
 PP0887.adjusted in June 1991.
 PP0887
 PP0887.Photographs are available for this station.
 PP0887
 PP0887.The dynamic height is computed by dividing the NAVD 88
 PP0887.geopotential number by the normal gravity value computed on the
 PP0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0887.degrees latitude (g = 980.6199 gals.).
 PP0887
 PP0887.The modeled gravity was interpolated from observed gravity values.
 PP0887
 PP0887;                    North         East    Units  Estimated Accuracy
 PP0887;SPC MN S     -   283,034.7     855,868.4     MT  (+/- 3 meters HH1 GPS) 
 PP0887
 PP0887                          SUPERSEDED SURVEY CONTROL
 PP0887
 PP0887  NGVD 29 (??/??/92)  336.886  (m)         1105.27   (f) ADJ UNCH    2 0
 PP0887
 PP0887.Superseded values are not recommended for survey control.
 PP0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0887.See file dsdata.txt to determine how the superseded data were derived.
 PP0887
 PP0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7655043573(NAD 83)
 PP0887
 PP0887_MARKER: DB = BENCH MARK DISK
 PP0887_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0887_SP_SET: BRIDGE ABUTMENT
 PP0887_STAMPING: 1980 B 1970
 PP0887_MARK LOGO: MNHD  
 PP0887_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0887+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 PP0887
 PP0887  HISTORY     - Date     Condition        Report By
 PP0887  HISTORY     - 1970     MONUMENTED       MNHD
 PP0887  HISTORY     - 1971     GOOD             MNDT
 PP0887  HISTORY     - 20060802 GOOD             USPSQD
 PP0887  HISTORY     - 20070621 GOOD             MNDT
 PP0887
 PP0887                          STATION DESCRIPTION
 PP0887
 PP0887'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0887'IN LAKEVILLE.
 PP0887'ELKO TO BLOOMINGTON, 3.8 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0887'FAI 35 AND T.H. 50, 1.0 MILES NORTH OF THE DAKOTA-SCOTT COUNTY LINE,
 PP0887'IN THE SOUTHEAST CORNER OF BRIDGE NO. 19842, COUNTY ROAD 70 OVER FAI
 PP0887'35.  NW 1/4, SEC 36, T114N, R 21W.
 PP0887
 PP0887                          STATION RECOVERY (2006)
 PP0887
 PP0887'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP0887'RECOVERED IN GOOD CONDITION.
 PP0887
 PP0887                          STATION RECOVERY (2007)
 PP0887
 PP0887'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0887'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF PRIOR LAKE,
 PP0887'7.5 MI (12.1 KM) WEST OF FARMINGTON AND 5.7 MI (9.2 KM)
 PP0887'NORTH-NORTHEAST OF NEW MARKET.
 PP0887' 
 PP0887'TO REACH TO THE MARK AT LAKEVILLE, GO 3.8 MI (6.1 KM) SOUTH OF THE
 PP0887'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 1.0 MI (1.6
 PP0887'KM) NORTH OF DAKOTA-SCOTT COUNTY LINE, IN SOUTHEAST CORNER OF COUNTY
 PP0887'ROAD 70 BRIDGE 19842 OVER INTERSTATE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0885 ***********************************************************************
 PP0885  DESIGNATION -  1980 C 2
 PP0885  PID         -  PP0885
 PP0885  STATE/COUNTY-  MN/DAKOTA
 PP0885  COUNTRY     -  US
 PP0885  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0885
 PP0885                         *CURRENT SURVEY CONTROL
 PP0885  ______________________________________________________________________
 PP0885* NAD 83(1986) POSITION- 44 39 10.01   (N) 093 17 42.06   (W)   HD_HELD1  
 PP0885* NAVD 88 ORTHO HEIGHT -   324.021  (meters)    1063.06  (feet) ADJUSTED  
 PP0885  ______________________________________________________________________
 PP0885  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 PP0885  DYNAMIC HEIGHT  -        323.996 (meters)     1062.98  (feet) COMP
 PP0885  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 PP0885
 PP0885  VERT ORDER      -  SECOND    CLASS 0
 PP0885
 PP0885.The horizontal coordinates were established by differentially corrected
 PP0885.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0885.
 PP0885.The orthometric height was determined by differential leveling and
 PP0885.adjusted in June 1991.
 PP0885
 PP0885.Photographs are available for this station.
 PP0885
 PP0885.The dynamic height is computed by dividing the NAVD 88
 PP0885.geopotential number by the normal gravity value computed on the
 PP0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0885.degrees latitude (g = 980.6199 gals.).
 PP0885
 PP0885.The modeled gravity was interpolated from observed gravity values.
 PP0885
 PP0885;                    North         East    Units  Estimated Accuracy
 PP0885;SPC MN S     -   283,884.3     855,915.5     MT  (+/- 3 meters HH1 GPS) 
 PP0885
 PP0885                          SUPERSEDED SURVEY CONTROL
 PP0885
 PP0885  NGVD 29 (??/??/92)  323.970  (m)         1062.89   (f) ADJ UNCH    2 0
 PP0885
 PP0885.Superseded values are not recommended for survey control.
 PP0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0885.See file dsdata.txt to determine how the superseded data were derived.
 PP0885
 PP0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7660844422(NAD 83)
 PP0885
 PP0885_MARKER: DB = BENCH MARK DISK
 PP0885_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0885_SP_SET: BRIDGE ABUTMENT
 PP0885_STAMPING: 1980 C 2 1970
 PP0885_MARK LOGO: MNHD  
 PP0885_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0885+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0885
 PP0885  HISTORY     - Date     Condition        Report By
 PP0885  HISTORY     - 1970     MONUMENTED       MNHD
 PP0885  HISTORY     - 20070620 GOOD             MNDT
 PP0885
 PP0885                          STATION DESCRIPTION
 PP0885
 PP0885'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0885'IN LAKEVILLE.
 PP0885'MARK IS LOCATED 3.3 MILES SOUTH OF THE JUNCTION OF FAI 35 AND T.H. 50
 PP0885'IN THE VILLAGE OF LAKEVILLE, 1.5 MILES NORTH OF THE DAKOTA-SCOTT
 PP0885'COUNTY LINE, IN THE NORTHWEST CORNER OF BRIDGE NO. 19843, FAI 35
 PP0885'SOUTHBOUND OVER COUNTY ROAD 64 AND THE CHICAGO, MILWAUKEE, ST. PAUL
 PP0885'AND PACIFIC RAILROAD.  NW 1/4 SECTION 25, T 114N, R 21W.
 PP0885
 PP0885                          STATION RECOVERY (2007)
 PP0885
 PP0885'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0885'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF PRIOR
 PP0885'LAKE, 7.5 MI (12.1 KM) WEST OF FARMINGTON AND 6.2 MI (10.0 KM)
 PP0885'NORTH-NORTHEAST OF NEW MARKET.
 PP0885' 
 PP0885'TO REACH TO THE MARK AT LAKEVILLE, GO 3.3 MI (5.3 KM) SOUTH OF THE
 PP0885'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 1.5 MI (2.4
 PP0885'KM) NORTH OF DAKOTA-SCOTT COUNTY LINE, IN NORTHWEST CORNER OF
 PP0885'SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19843 OVER COUNTY ROAD 64 AND
 PP0885'BIKE PATH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0884 ***********************************************************************
 PP0884  DESIGNATION -  1980 D
 PP0884  PID         -  PP0884
 PP0884  STATE/COUNTY-  MN/DAKOTA
 PP0884  COUNTRY     -  US
 PP0884  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0884
 PP0884                         *CURRENT SURVEY CONTROL
 PP0884  ______________________________________________________________________
 PP0884* NAD 83(1986) POSITION- 44 39 32.56   (N) 093 17 39.94   (W)   HD_HELD1  
 PP0884* NAVD 88 ORTHO HEIGHT -   311.902  (meters)    1023.30  (feet) ADJUSTED  
 PP0884  ______________________________________________________________________
 PP0884  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PP0884  DYNAMIC HEIGHT  -        311.878 (meters)     1023.22  (feet) COMP
 PP0884  MODELED GRAVITY -    980,533.0   (mgal)                       NAVD 88
 PP0884
 PP0884  VERT ORDER      -  SECOND    CLASS 0
 PP0884
 PP0884.The horizontal coordinates were established by differentially corrected
 PP0884.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0884.
 PP0884.The orthometric height was determined by differential leveling and
 PP0884.adjusted in June 1991.
 PP0884
 PP0884.Photographs are available for this station.
 PP0884
 PP0884.The dynamic height is computed by dividing the NAVD 88
 PP0884.geopotential number by the normal gravity value computed on the
 PP0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0884.degrees latitude (g = 980.6199 gals.).
 PP0884
 PP0884.The modeled gravity was interpolated from observed gravity values.
 PP0884
 PP0884;                    North         East    Units  Estimated Accuracy
 PP0884;SPC MN S     -   284,580.7     855,956.2     MT  (+/- 3 meters HH1 GPS) 
 PP0884
 PP0884                          SUPERSEDED SURVEY CONTROL
 PP0884
 PP0884  NGVD 29 (??/??/92)  311.851  (m)         1023.13   (f) ADJ UNCH    2 0
 PP0884
 PP0884.Superseded values are not recommended for survey control.
 PP0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0884.See file dsdata.txt to determine how the superseded data were derived.
 PP0884
 PP0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7665745117(NAD 83)
 PP0884
 PP0884_MARKER: DB = BENCH MARK DISK
 PP0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0884_STAMPING: 1980 D 1970
 PP0884_MARK LOGO: MNHD  
 PP0884_PROJECTION: FLUSH
 PP0884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0884+STABILITY: SURFACE MOTION
 PP0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0884+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 PP0884
 PP0884  HISTORY     - Date     Condition        Report By
 PP0884  HISTORY     - 1970     MONUMENTED       MNHD
 PP0884  HISTORY     - 1971     GOOD             MNDT
 PP0884  HISTORY     - 20070621 GOOD             MNDT
 PP0884
 PP0884                          STATION DESCRIPTION
 PP0884
 PP0884'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0884'IN LAKEVILLE.
 PP0884'ELKO TO BLOOMINGTON, 2.8 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0884'FAI 35 AND T.H. 50 IN LAKEVILLE, 0.5 MILES SOUTH OF 195TH STREET, 0.5
 PP0884'MILES NORTH OF COUNTY ROAD 64, 189 FEET NORTH OF THE WEST END OF A 60
 PP0884'INCH CONCRETE CULVERT (UNDER I-35) 96 FEET WEST OF AND 3 FEET HIGHER
 PP0884'THAN FAI 35 SOUTHBOUND CENTERLINE STATION 571+05, 2 FEET EAST OF THE
 PP0884'RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0884'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4, SEC 25,
 PP0884'T 114N, R 21W.  NOTE-- MARK IS ABOUT 700 FEET NORTHWEST OF A HIGHWAY
 PP0884'MAINTENANCE BUILDING.
 PP0884
 PP0884                          STATION RECOVERY (2007)
 PP0884
 PP0884'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0884'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF FARMINGTON, 7.4 MI
 PP0884'(11.9 KM) EAST-SOUTHEAST OF PRIOR LAKE AND 6.6 MI (10.6 KM)
 PP0884'NORTH-NORTHEAST OF NEW MARKET.
 PP0884' 
 PP0884'TO REACH TO THE MARK AT LAKEVILLE, GO 2.8 MI (4.5 KM) SOUTH OF THE
 PP0884'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, AT INTERSTATE
 PP0884'35 MILE POINT 82.8, 0.5 MI (0.8 KM) NORTH OF COUNTY ROAD 64, 0.5 MI
 PP0884'(0.8 KM) SOUTH OF 195TH STREET WEST, 189 FT (57.6 M) WEST OF NORTHWEST
 PP0884'END OF 60 INCH (152 CM) CONCRETE CULVERT, 96 FT (29.3 M) WEST OF
 PP0884'SOUTHBOUND INTERSTATE HIGHWAY 35 AT STATION 571+05, 2.0 FT (0.6 M)
 PP0884'EAST OF RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0883 ***********************************************************************
 PP0883  DESIGNATION -  1980 E
 PP0883  PID         -  PP0883
 PP0883  STATE/COUNTY-  MN/DAKOTA
 PP0883  COUNTRY     -  US
 PP0883  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0883
 PP0883                         *CURRENT SURVEY CONTROL
 PP0883  ______________________________________________________________________
 PP0883* NAD 83(1986) POSITION- 44 40 00.53   (N) 093 17 37.27   (W)   HD_HELD1  
 PP0883* NAVD 88 ORTHO HEIGHT -   309.897  (meters)    1016.72  (feet) ADJUSTED  
 PP0883  ______________________________________________________________________
 PP0883  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 PP0883  DYNAMIC HEIGHT  -        309.874 (meters)     1016.64  (feet) COMP
 PP0883  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 PP0883
 PP0883  VERT ORDER      -  SECOND    CLASS 0
 PP0883
 PP0883.The horizontal coordinates were established by differentially corrected
 PP0883.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0883.
 PP0883.The orthometric height was determined by differential leveling and
 PP0883.adjusted in June 1991.
 PP0883
 PP0883.Photographs are available for this station.
 PP0883
 PP0883.The dynamic height is computed by dividing the NAVD 88
 PP0883.geopotential number by the normal gravity value computed on the
 PP0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0883.degrees latitude (g = 980.6199 gals.).
 PP0883
 PP0883.The modeled gravity was interpolated from observed gravity values.
 PP0883
 PP0883;                    North         East    Units  Estimated Accuracy
 PP0883;SPC MN S     -   285,444.5     856,007.6     MT  (+/- 3 meters HH1 GPS) 
 PP0883
 PP0883                          SUPERSEDED SURVEY CONTROL
 PP0883
 PP0883  NGVD 29 (??/??/92)  309.849  (m)         1016.56   (f) ADJ UNCH    2 0
 PP0883
 PP0883.Superseded values are not recommended for survey control.
 PP0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0883.See file dsdata.txt to determine how the superseded data were derived.
 PP0883
 PP0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671945980(NAD 83)
 PP0883
 PP0883_MARKER: DD = SURVEY DISK
 PP0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0883_SP_SET: BRIDGE ABUTMENT
 PP0883_STAMPING: 1980 E 1970
 PP0883_MARK LOGO: MNHD  
 PP0883_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0883+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0883
 PP0883  HISTORY     - Date     Condition        Report By
 PP0883  HISTORY     - 1970     MONUMENTED       MNHD
 PP0883  HISTORY     - 1971     GOOD             MNDT
 PP0883  HISTORY     - 20070620 GOOD             MNDT
 PP0883
 PP0883                          STATION DESCRIPTION
 PP0883
 PP0883'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0883'IN LAKEVILLE.
 PP0883'ELKO TO BLOOMINGTON, 2.3 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0883'FAI 35 AND T.H. 50 IN LAKEVILLE, 1.0 MILES NORTH OF COUNTY ROAD 64, IN
 PP0883'THE SOUTHEAST CORNER OF BRIDGE NO. 19841, 195TH STREET OVER FAI 35. SW
 PP0883'1/4, SEC 24, T114N, R 21W.
 PP0883
 PP0883                          STATION RECOVERY (2007)
 PP0883
 PP0883'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0883'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 PP0883'FARMINGTON, 7.1 MI (11.4 KM) EAST-SOUTHEAST OF PRIOR LAKE AND 7.1 MI
 PP0883'(11.4 KM) NORTH-NORTHEAST OF NEW MARKET.
 PP0883' 
 PP0883'TO REACH TO THE MARK AT LAKEVILLE, GO 2.3 MI (3.7 KM) SOUTH OF THE
 PP0883'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 1.0 MI (1.6
 PP0883'KM) NORTH OF COUNTY ROAD 64, IN SOUTHEAST CORNER OF 195TH STREET WEST
 PP0883'BRIDGE 19841 OVER INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0880 ***********************************************************************
 PP0880  DESIGNATION -  1980 F 1
 PP0880  PID         -  PP0880
 PP0880  STATE/COUNTY-  MN/DAKOTA
 PP0880  COUNTRY     -  US
 PP0880  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0880
 PP0880                         *CURRENT SURVEY CONTROL
 PP0880  ______________________________________________________________________
 PP0880* NAD 83(1986) POSITION- 44 40 22.22   (N) 093 17 37.64   (W)   HD_HELD1  
 PP0880* NAVD 88 ORTHO HEIGHT -   301.572  (meters)     989.41  (feet) ADJUSTED  
 PP0880  ______________________________________________________________________
 PP0880  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 PP0880  DYNAMIC HEIGHT  -        301.550 (meters)      989.34  (feet) COMP
 PP0880  MODELED GRAVITY -    980,536.1   (mgal)                       NAVD 88
 PP0880
 PP0880  VERT ORDER      -  SECOND    CLASS 0
 PP0880
 PP0880.The horizontal coordinates were established by differentially corrected
 PP0880.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0880.
 PP0880.The orthometric height was determined by differential leveling and
 PP0880.adjusted in June 1991.
 PP0880
 PP0880.Photographs are available for this station.
 PP0880
 PP0880.The dynamic height is computed by dividing the NAVD 88
 PP0880.geopotential number by the normal gravity value computed on the
 PP0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0880.degrees latitude (g = 980.6199 gals.).
 PP0880
 PP0880.The modeled gravity was interpolated from observed gravity values.
 PP0880
 PP0880;                    North         East    Units  Estimated Accuracy
 PP0880;SPC MN S     -   286,113.9     855,993.7     MT  (+/- 3 meters HH1 GPS) 
 PP0880
 PP0880                          SUPERSEDED SURVEY CONTROL
 PP0880
 PP0880  NGVD 29 (??/??/92)  301.524  (m)          989.25   (f) ADJ UNCH    2 0
 PP0880
 PP0880.Superseded values are not recommended for survey control.
 PP0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0880.See file dsdata.txt to determine how the superseded data were derived.
 PP0880
 PP0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671346649(NAD 83)
 PP0880
 PP0880_MARKER: DB = BENCH MARK DISK
 PP0880_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0880_SP_SET: BRIDGE ABUTMENT
 PP0880_STAMPING: 1980 F 1 1970
 PP0880_MARK LOGO: MNHD  
 PP0880_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0880+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0880
 PP0880  HISTORY     - Date     Condition        Report By
 PP0880  HISTORY     - 1970     MONUMENTED       MNHD
 PP0880  HISTORY     - 1971     GOOD             MNDT
 PP0880  HISTORY     - 20070620 GOOD             MNDT
 PP0880
 PP0880                          STATION DESCRIPTION
 PP0880
 PP0880'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0880'IN LAKEVILLE.
 PP0880'ELKO TO BLOOMINGTON, 2.1 MILES SOUTH ALONG FAI 35, FROM THE JUNCTION
 PP0880'OF FAI 35 AND T.H. 50 IN LAKEVILLE, 0.4 MILES NORTH OF 195TH STREET,
 PP0880'IN THE SOUTHEAST CORNER OF BRIDGE NO. 198+48, FAI 35 NORTHBOUND OVER
 PP0880'THE NORTHWEST CORNER OF MARION LAKE.  SW 1/4, SEC 24, T114N, R 21W.
 PP0880
 PP0880                          STATION RECOVERY (2007)
 PP0880
 PP0880'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0880'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 PP0880'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 6.9 MI
 PP0880'(11.1 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0880' 
 PP0880'TO REACH TO THE MARK AT LAKEVILLE, GO 1.9 MI (3.1 KM) SOUTH OF THE
 PP0880'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 0.4 MI (0.6
 PP0880'KM) NORTH OF 195TH STREET WEST, IN SOUTHEAST CORNER OF NORTHBOUND
 PP0880'INTERSTATE HIGHWAY 35 BRIDGE 19848 OVER CHANNEL AT WEST END OF MARION
 PP0880'LAKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0881 ***********************************************************************
 PP0881  DESIGNATION -  1980 F 2
 PP0881  PID         -  PP0881
 PP0881  STATE/COUNTY-  MN/DAKOTA
 PP0881  COUNTRY     -  US
 PP0881  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0881
 PP0881                         *CURRENT SURVEY CONTROL
 PP0881  ______________________________________________________________________
 PP0881* NAD 83(1986) POSITION- 44 40 23.02   (N) 093 17 39.42   (W)   HD_HELD1  
 PP0881* NAVD 88 ORTHO HEIGHT -   301.573  (meters)     989.41  (feet) ADJUSTED  
 PP0881  ______________________________________________________________________
 PP0881  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 PP0881  DYNAMIC HEIGHT  -        301.551 (meters)      989.34  (feet) COMP
 PP0881  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 PP0881
 PP0881  VERT ORDER      -  SECOND    CLASS 0
 PP0881
 PP0881.The horizontal coordinates were established by differentially corrected
 PP0881.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0881.
 PP0881.The orthometric height was determined by differential leveling and
 PP0881.adjusted in June 1991.
 PP0881
 PP0881.Photographs are available for this station.
 PP0881
 PP0881.The dynamic height is computed by dividing the NAVD 88
 PP0881.geopotential number by the normal gravity value computed on the
 PP0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0881.degrees latitude (g = 980.6199 gals.).
 PP0881
 PP0881.The modeled gravity was interpolated from observed gravity values.
 PP0881
 PP0881;                    North         East    Units  Estimated Accuracy
 PP0881;SPC MN S     -   286,138.2     855,954.2     MT  (+/- 3 meters HH1 GPS) 
 PP0881
 PP0881                          SUPERSEDED SURVEY CONTROL
 PP0881
 PP0881  NGVD 29 (??/??/92)  301.525  (m)          989.25   (f) ADJ UNCH    2 0
 PP0881
 PP0881.Superseded values are not recommended for survey control.
 PP0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0881.See file dsdata.txt to determine how the superseded data were derived.
 PP0881
 PP0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7667446674(NAD 83)
 PP0881
 PP0881_MARKER: DB = BENCH MARK DISK
 PP0881_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0881_SP_SET: BRIDGE ABUTMENT
 PP0881_STAMPING: 1980 F 2 1970
 PP0881_MARK LOGO: MNHD  
 PP0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0881+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0881
 PP0881  HISTORY     - Date     Condition        Report By
 PP0881  HISTORY     - 1970     MONUMENTED       MNHD
 PP0881  HISTORY     - 20070620 GOOD             MNDT
 PP0881
 PP0881                          STATION DESCRIPTION
 PP0881
 PP0881'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0881'IN LAKEVILLE.
 PP0881'MARK IS LOCATED 2.1 MILES SOUTH OF THE JUNCTION OF FAI 35 AND T.H. 50,
 PP0881'IN THE VILLAGE OF LAKEVILLE, 0.4 MILES NORTH OF 195TH STREET WEST, IN
 PP0881'THE NORTHWEST CORNER OF BRIDGE NO. 19847, FAI 35 SOUTHBOUND OVER A
 PP0881'CHANNEL AT THE NORTHWEST END OF MARION LAKE.  NW 1/4 SECTION 24, T
 PP0881'114N, R 21W.
 PP0881
 PP0881                          STATION RECOVERY (2007)
 PP0881
 PP0881'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0881'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF
 PP0881'FARMINGTON, 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW MARKET AND 6.9 MI
 PP0881'(11.1 KM) EAST-SOUTHEAST OF PRIOR LAKE.
 PP0881' 
 PP0881'TO REACH TO THE MARK AT LAKEVILLE, GO 2.1 MI (3.4 KM) SOUTH OF THE
 PP0881'JUNCTION OF TRUNK HIGHWAY 50 AND INTERSTATE HIGHWAY 35, 0.4 MI (0.6
 PP0881'KM) NORTH OF 195TH STREET WEST, IN NORTHWEST CORNER OF SOUTHBOUND
 PP0881'INTERSTATE HIGHWAY 35 BRIDGE 19847 OVER CHANNEL AT WEST END OF MARION
 PP0881'LAKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0877 ***********************************************************************
 PP0877  DESIGNATION -  1980 H
 PP0877  PID         -  PP0877
 PP0877  STATE/COUNTY-  MN/DAKOTA
 PP0877  COUNTRY     -  US
 PP0877  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0877
 PP0877                         *CURRENT SURVEY CONTROL
 PP0877  ______________________________________________________________________
 PP0877* NAD 83(1986) POSITION- 44 41 21.     (N) 093 17 34.     (W)   SCALED    
 PP0877* NAVD 88 ORTHO HEIGHT -   316.453  (meters)    1038.23  (feet) ADJUSTED  
 PP0877  ______________________________________________________________________
 PP0877  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 PP0877  DYNAMIC HEIGHT  -        316.432 (meters)     1038.16  (feet) COMP
 PP0877  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 PP0877
 PP0877  VERT ORDER      -  SECOND    CLASS 0
 PP0877
 PP0877.The horizontal coordinates were scaled from a topographic map and have
 PP0877.an estimated accuracy of +/- 6 seconds.
 PP0877.
 PP0877.The orthometric height was determined by differential leveling and
 PP0877.adjusted in June 1991.
 PP0877
 PP0877.WARNING-Repeat measurements at this control monument indicate possible
 PP0877.vertical movement.
 PP0877
 PP0877.The dynamic height is computed by dividing the NAVD 88
 PP0877.geopotential number by the normal gravity value computed on the
 PP0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0877.degrees latitude (g = 980.6199 gals.).
 PP0877
 PP0877.The modeled gravity was interpolated from observed gravity values.
 PP0877
 PP0877;                    North         East    Units  Estimated Accuracy
 PP0877;SPC MN S     -   287,930.      856,060.      MT  (+/- 180 meters Scaled)
 PP0877
 PP0877                          SUPERSEDED SURVEY CONTROL
 PP0877
 PP0877  NGVD 29 (??/??/92)  316.406  (m)         1038.08   (f) ADJ UNCH    2 0
 PP0877
 PP0877.Superseded values are not recommended for survey control.
 PP0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0877.See file dsdata.txt to determine how the superseded data were derived.
 PP0877
 PP0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK768484(NAD 83)
 PP0877
 PP0877_MARKER: DD = SURVEY DISK
 PP0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0877_STAMPING: 1980-H 1970
 PP0877_MARK LOGO: MNHD  
 PP0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0877+STABILITY: SURFACE MOTION
 PP0877
 PP0877  HISTORY     - Date     Condition        Report By
 PP0877  HISTORY     - 1970     MONUMENTED       MNDT
 PP0877  HISTORY     - 1971     GOOD             MNDT
 PP0877  HISTORY     - 20061101 MARK NOT FOUND   MNDT
 PP0877
 PP0877                          STATION DESCRIPTION
 PP0877
 PP0877'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0877'IN LAKEVILLE.
 PP0877'ELKO TO BLOOMINGTON, 0.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0877'FAI 35 AND T.H. 50 IN LAKEVILLE, 91 FEET WEST OF AND ABOUT LEVEL WITH
 PP0877'FAI 35 SOUTHBOUND CENTERLINE (AT AN EMERGENCEY CROSSOVER) STATION
 PP0877'680+85, 18 FEET EAST OF THE WEST FRONTAGE ROAD CENTERLINE, 2 FEET EAST
 PP0877'OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A 6
 PP0877'FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. SW
 PP0877'1/4, SEC 12, T114N, R 21W.
 PP0877
 PP0877                          STATION RECOVERY (2006)
 PP0877
 PP0877'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0877'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0873 ***********************************************************************
 PP0873  DESIGNATION -  1980 K 1
 PP0873  PID         -  PP0873
 PP0873  STATE/COUNTY-  MN/DAKOTA
 PP0873  COUNTRY     -  US
 PP0873  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0873
 PP0873                         *CURRENT SURVEY CONTROL
 PP0873  ______________________________________________________________________
 PP0873* NAD 83(1986) POSITION- 44 41 50.44   (N) 093 17 17.66   (W)   HD_HELD1  
 PP0873* NAVD 88 ORTHO HEIGHT -   315.035  (meters)    1033.58  (feet) ADJUSTED  
 PP0873  ______________________________________________________________________
 PP0873  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 PP0873  DYNAMIC HEIGHT  -        315.014 (meters)     1033.51  (feet) COMP
 PP0873  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 PP0873
 PP0873  VERT ORDER      -  SECOND    CLASS 0
 PP0873
 PP0873.The horizontal coordinates were established by differentially corrected
 PP0873.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0873.
 PP0873.The orthometric height was determined by differential leveling and
 PP0873.adjusted in June 1991.
 PP0873
 PP0873.Photographs are available for this station.
 PP0873
 PP0873.The dynamic height is computed by dividing the NAVD 88
 PP0873.geopotential number by the normal gravity value computed on the
 PP0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0873.degrees latitude (g = 980.6199 gals.).
 PP0873
 PP0873.The modeled gravity was interpolated from observed gravity values.
 PP0873
 PP0873;                    North         East    Units  Estimated Accuracy
 PP0873;SPC MN S     -   288,840.6     856,410.0     MT  (+/- 3 meters HH1 GPS) 
 PP0873
 PP0873                          SUPERSEDED SURVEY CONTROL
 PP0873
 PP0873  NGVD 29 (??/??/92)  314.988  (m)         1033.42   (f) ADJ UNCH    2 0
 PP0873
 PP0873.Superseded values are not recommended for survey control.
 PP0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0873.See file dsdata.txt to determine how the superseded data were derived.
 PP0873
 PP0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7716349370(NAD 83)
 PP0873
 PP0873_MARKER: DB = BENCH MARK DISK
 PP0873_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0873_SP_SET: BRIDGE ABUTMENT
 PP0873_STAMPING: 1980 K 1 1970
 PP0873_MARK LOGO: MNHD  
 PP0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0873+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0873
 PP0873  HISTORY     - Date     Condition        Report By
 PP0873  HISTORY     - 1970     MONUMENTED       MNHD
 PP0873  HISTORY     - 1971     GOOD             MNDT
 PP0873  HISTORY     - 1985     GOOD             MNDT
 PP0873  HISTORY     - 20070620 GOOD             MNDT
 PP0873
 PP0873                          STATION DESCRIPTION
 PP0873
 PP0873'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0873'IN LAKEVILLE.
 PP0873'ELKO TO BLOOMINGTON, 2.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0873'FAI 35E AND FAI 35W, IN THE SOUTHEAST CORNER OF BRIDGE NO. 19808 FAI
 PP0873'35 NORTHBOUND OVER T.H. 50.  NW 1/4, SEC 12, T114N, R 21W.
 PP0873
 PP0873                          STATION RECOVERY (1985)
 PP0873
 PP0873'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0873'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0873'IN THE CITY OF LAKEVILLE, IN THE NORTHWEST 1/4 OF SECTION 12, T114N,
 PP0873'R21W, 2.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION
 PP0873'OF INTERSTATE HIGHWAYS 35W AND 35E, AT THE JUNCTION OF TRUNK HIGHWAY
 PP0873'50.  THE MARK, A STANDARD BRASS MNHD BENCH MARK DISK STAMPED---1980 K
 PP0873'1 1970---,IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 PP0873'NUMBER 19808 (NORTHBOUND HIGHWAY 35 OVER HIGHWAY 50).
 PP0873
 PP0873                          STATION RECOVERY (2007)
 PP0873
 PP0873'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0873'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF NEW
 PP0873'MARKET, 8.1 MI (13.0 KM) WEST-NORTHWEST OF FARMINGTON AND 6.7 MI (10.8
 PP0873'KM) EAST OF PRIOR LAKE.
 PP0873' 
 PP0873'TO REACH TO THE MARK IN LAKEVILLE, GO 2.5 MI (4.0 KM) SOUTH OF THE
 PP0873'JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND INTERSTATE HIGHWAY 35 EAST,
 PP0873'AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 50, IN
 PP0873'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19808 OVER
 PP0873'TRUNK HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0874 ***********************************************************************
 PP0874  DESIGNATION -  1980 K 2
 PP0874  PID         -  PP0874
 PP0874  STATE/COUNTY-  MN/DAKOTA
 PP0874  COUNTRY     -  US
 PP0874  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0874
 PP0874                         *CURRENT SURVEY CONTROL
 PP0874  ______________________________________________________________________
 PP0874* NAD 83(1986) POSITION- 44 41 52.87   (N) 093 17 18.04   (W)   HD_HELD1  
 PP0874* NAVD 88 ORTHO HEIGHT -   313.829  (meters)    1029.62  (feet) ADJUSTED  
 PP0874  ______________________________________________________________________
 PP0874  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 PP0874  DYNAMIC HEIGHT  -        313.808 (meters)     1029.55  (feet) COMP
 PP0874  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 PP0874
 PP0874  VERT ORDER      -  SECOND    CLASS 0
 PP0874
 PP0874.The horizontal coordinates were established by differentially corrected
 PP0874.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0874.
 PP0874.The orthometric height was determined by differential leveling and
 PP0874.adjusted in June 1991.
 PP0874
 PP0874.Photographs are available for this station.
 PP0874
 PP0874.The dynamic height is computed by dividing the NAVD 88
 PP0874.geopotential number by the normal gravity value computed on the
 PP0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0874.degrees latitude (g = 980.6199 gals.).
 PP0874
 PP0874.The modeled gravity was interpolated from observed gravity values.
 PP0874
 PP0874;                    North         East    Units  Estimated Accuracy
 PP0874;SPC MN S     -   288,915.5     856,401.0     MT  (+/- 3 meters HH1 GPS) 
 PP0874
 PP0874                          SUPERSEDED SURVEY CONTROL
 PP0874
 PP0874  NGVD 29 (??/??/92)  313.782  (m)         1029.47   (f) ADJ UNCH    2 0
 PP0874
 PP0874.Superseded values are not recommended for survey control.
 PP0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0874.See file dsdata.txt to determine how the superseded data were derived.
 PP0874
 PP0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715449445(NAD 83)
 PP0874
 PP0874_MARKER: DB = BENCH MARK DISK
 PP0874_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0874_SP_SET: BRIDGE ABUTMENT
 PP0874_STAMPING: 1980 K 2 1970
 PP0874_MARK LOGO: MNHD  
 PP0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0874+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0874
 PP0874  HISTORY     - Date     Condition        Report By
 PP0874  HISTORY     - 1970     MONUMENTED       MNHD
 PP0874  HISTORY     - 1985     GOOD             MNDT
 PP0874  HISTORY     - 20070620 GOOD             MNDT
 PP0874
 PP0874                          STATION DESCRIPTION
 PP0874
 PP0874'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0874'IN LAKEVILLE.
 PP0874'MARK IS LOCATED 2.5 MILES SOUTH OF THE JUNCTION OF FAI 35W AND FAI
 PP0874'35E, AT THE JUNCTION OF FAI 35 AND T.H. 50 IN LAKEVILLE, IN THE
 PP0874'NORTHWEST CORNER OF BRIDGE NO. 19807, FAI 35 SOUTHBOUND OVER T.H. 50
 PP0874'ABOUT 3.5 FEET SOUTH OF THE NORTH END OF THE CURB.  NW 1/4 SECTION 12,
 PP0874'T 114N, R 21W.
 PP0874
 PP0874                          STATION RECOVERY (1985)
 PP0874
 PP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP0874'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0874'IN THE CITY OF LAKEVILLE, IN THE NORTHWEST 1/4 OF SECTION 12, T114N,
 PP0874'R21W, 2.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM THE JUNCTION
 PP0874'OF INTERSTATE HIGHWAYS 35E AND 35W, AT THE JUNCTION OF HIGHWAY 35 AND
 PP0874'TRUNK HIGHWAY 50.  THE MARK, A STANDARD BRASS MNHD BENCH MARK DISK
 PP0874'STAMPED---1980 K 2 1970---, IS SET IN THE ABUTMENT IN THE SOUTHEAST
 PP0874'CORNER OF BRIDGE NUMBER 19807 (FAI 35 SOUTHBOUND OVER HIGHWAY 50),
 PP0874'AND IS ABOUT 3.5 FEET SOUTH OF THE NORTH END OF THE CURB.
 PP0874
 PP0874                          STATION RECOVERY (2007)
 PP0874
 PP0874'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0874'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF NEW
 PP0874'MARKET, 8.2 MI (13.2 KM) WEST-NORTHWEST OF FARMINGTON AND 6.7 MI (10.8
 PP0874'KM) EAST OF PRIOR LAKE.
 PP0874' 
 PP0874'TO REACH TO THE MARK IN LAKEVILLE, GO 2.5 MI (4.0 KM) SOUTH OF THE
 PP0874'JUNCTION OF INTERSTATE HIGHWAY 35 WEST AND INTERSTATE HIGHWAY 35 EAST,
 PP0874'AT THE JUNCTION OF INTERSTATE HIGHWAY 35 AND TRUNK HIGHWAY 50, IN
 PP0874'NORTHWEST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19807 OVER
 PP0874'TRUNK HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0872 ***********************************************************************
 PP0872  DESIGNATION -  1980 L
 PP0872  PID         -  PP0872
 PP0872  STATE/COUNTY-  MN/DAKOTA
 PP0872  COUNTRY     -  US
 PP0872  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0872
 PP0872                         *CURRENT SURVEY CONTROL
 PP0872  ______________________________________________________________________
 PP0872* NAD 83(1986) POSITION- 44 42 19.     (N) 093 17 05.     (W)   SCALED    
 PP0872* NAVD 88 ORTHO HEIGHT -   310.019  (meters)    1017.12  (feet) ADJUSTED  
 PP0872  ______________________________________________________________________
 PP0872  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 PP0872  DYNAMIC HEIGHT  -        309.999 (meters)     1017.06  (feet) COMP
 PP0872  MODELED GRAVITY -    980,542.4   (mgal)                       NAVD 88
 PP0872
 PP0872  VERT ORDER      -  SECOND    CLASS 0
 PP0872
 PP0872.The horizontal coordinates were scaled from a topographic map and have
 PP0872.an estimated accuracy of +/- 6 seconds.
 PP0872.
 PP0872.The orthometric height was determined by differential leveling and
 PP0872.adjusted in June 1991.
 PP0872
 PP0872.The dynamic height is computed by dividing the NAVD 88
 PP0872.geopotential number by the normal gravity value computed on the
 PP0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0872.degrees latitude (g = 980.6199 gals.).
 PP0872
 PP0872.The modeled gravity was interpolated from observed gravity values.
 PP0872
 PP0872;                    North         East    Units  Estimated Accuracy
 PP0872;SPC MN S     -   289,730.      856,680.      MT  (+/- 180 meters Scaled)
 PP0872
 PP0872                          SUPERSEDED SURVEY CONTROL
 PP0872
 PP0872  NGVD 29 (??/??/92)  309.973  (m)         1016.97   (f) ADJ UNCH    2 0
 PP0872
 PP0872.Superseded values are not recommended for survey control.
 PP0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0872.See file dsdata.txt to determine how the superseded data were derived.
 PP0872
 PP0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774502(NAD 83)
 PP0872
 PP0872_MARKER: DD = SURVEY DISK
 PP0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0872_STAMPING: 1980-L 1970
 PP0872_MARK LOGO: MNHD  
 PP0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0872+STABILITY: SURFACE MOTION
 PP0872
 PP0872  HISTORY     - Date     Condition        Report By
 PP0872  HISTORY     - 1970     MONUMENTED       MNDT
 PP0872  HISTORY     - 1971     GOOD             MNDT
 PP0872  HISTORY     - 20061101 MARK NOT FOUND   MNDT
 PP0872
 PP0872                          STATION DESCRIPTION
 PP0872
 PP0872'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0872'IN LAKEVILLE.
 PP0872'ELKO TO BLOOMINGTON, 0.6 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0872'FAI 35 AND T.H. 50 IN LAKEVILLE, (1.9 MILES SOUTH OF THE JUNCTION OF
 PP0872'FAI 35E AND 35W), 300 FEET SOUTH OF A HIGHWAY PATROL WEIGH STATION,
 PP0872'250 FEET NORTH OF THE WEST END OF A 24 INCH CONCRETE CULVERT (UNDER
 PP0872'THE ENTRANCE TO THE WEIGH STATION) 75 FEET EAST OF, AND 2 FEET HIGHER
 PP0872'THAN FAI 35 NORTHBOUND CENTERLINE STATION 1602+16, 1 FOOT WEST OF A
 PP0872'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP0872'WITH THE GROUND.  SE 1/4, SEC 1, T 114N, R 21W.
 PP0872
 PP0872                          STATION RECOVERY (2006)
 PP0872
 PP0872'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0872'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0871 ***********************************************************************
 PP0871  DESIGNATION -  1980 M
 PP0871  PID         -  PP0871
 PP0871  STATE/COUNTY-  MN/DAKOTA
 PP0871  COUNTRY     -  US
 PP0871  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0871
 PP0871                         *CURRENT SURVEY CONTROL
 PP0871  ______________________________________________________________________
 PP0871* NAD 83(1986) POSITION- 44 42 43.     (N) 093 17 01.     (W)   SCALED    
 PP0871* NAVD 88 ORTHO HEIGHT -   294.033  (meters)     964.67  (feet) ADJUSTED  
 PP0871  ______________________________________________________________________
 PP0871  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PP0871  DYNAMIC HEIGHT  -        294.014 (meters)      964.61  (feet) COMP
 PP0871  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 PP0871
 PP0871  VERT ORDER      -  SECOND    CLASS 0
 PP0871
 PP0871.The horizontal coordinates were scaled from a topographic map and have
 PP0871.an estimated accuracy of +/- 6 seconds.
 PP0871.
 PP0871.The orthometric height was determined by differential leveling and
 PP0871.adjusted in June 1991.
 PP0871
 PP0871.The dynamic height is computed by dividing the NAVD 88
 PP0871.geopotential number by the normal gravity value computed on the
 PP0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0871.degrees latitude (g = 980.6199 gals.).
 PP0871
 PP0871.The modeled gravity was interpolated from observed gravity values.
 PP0871
 PP0871;                    North         East    Units  Estimated Accuracy
 PP0871;SPC MN S     -   290,470.      856,760.      MT  (+/- 180 meters Scaled)
 PP0871
 PP0871                          SUPERSEDED SURVEY CONTROL
 PP0871
 PP0871  NGVD 29 (??/??/92)  293.987  (m)          964.52   (f) ADJ UNCH    2 0
 PP0871
 PP0871.Superseded values are not recommended for survey control.
 PP0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0871.See file dsdata.txt to determine how the superseded data were derived.
 PP0871
 PP0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775509(NAD 83)
 PP0871
 PP0871_MARKER: DD = SURVEY DISK
 PP0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0871_STAMPING: 1980-M 1970
 PP0871_MARK LOGO: MNHD  
 PP0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0871+STABILITY: SURFACE MOTION
 PP0871
 PP0871  HISTORY     - Date     Condition        Report By
 PP0871  HISTORY     - 1970     MONUMENTED       MNDT
 PP0871  HISTORY     - 1971     GOOD             MNDT
 PP0871  HISTORY     - 20061101 MARK NOT FOUND   MNDT
 PP0871
 PP0871                          STATION DESCRIPTION
 PP0871
 PP0871'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0871'IN BURNSVILLE.
 PP0871'ELKO TO BLOOMINGTON, 1.5 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0871'FAI 35E AND FAI 35W IN BURNSVILLE, 115 FEET EAST OF, AND ABOUT LEVEL
 PP0871'WITH FAI 35 NORTHBOUND CENTERLINE (OPPOSITE LYNDALE MEAT PACKING
 PP0871'PLANT) STATION 1627+89, 82 FEET SOUTHEAST OF THE EAST END OF A 24 INCH
 PP0871'CONCRETE CULVERT (UNDER I-35), 17 FEET WEST OF THE WEST FRONTAGE ROAD
 PP0871'CENTERLINE, 2 FEET WEST OF THE EAST RIGHT OF WAY FENCE, 1 FOOT WEST OF
 PP0871'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP0871'WITH THE GROUND.  NE 1/4, SEC 1, T 114N, R 21W.
 PP0871
 PP0871                          STATION RECOVERY (2006)
 PP0871
 PP0871'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0871'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0869 ***********************************************************************
 PP0869  DESIGNATION -  1980 N
 PP0869  PID         -  PP0869
 PP0869  STATE/COUNTY-  MN/DAKOTA
 PP0869  COUNTRY     -  US
 PP0869  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0869
 PP0869                         *CURRENT SURVEY CONTROL
 PP0869  ______________________________________________________________________
 PP0869* NAD 83(1986) POSITION- 44 43 27.     (N) 093 16 57.     (W)   SCALED    
 PP0869* NAVD 88 ORTHO HEIGHT -   299.530  (meters)     982.71  (feet) ADJUSTED  
 PP0869  ______________________________________________________________________
 PP0869  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 PP0869  DYNAMIC HEIGHT  -        299.512 (meters)      982.65  (feet) COMP
 PP0869  MODELED GRAVITY -    980,547.4   (mgal)                       NAVD 88
 PP0869
 PP0869  VERT ORDER      -  SECOND    CLASS 0
 PP0869
 PP0869.The horizontal coordinates were scaled from a topographic map and have
 PP0869.an estimated accuracy of +/- 6 seconds.
 PP0869.
 PP0869.The orthometric height was determined by differential leveling and
 PP0869.adjusted in June 1991.
 PP0869
 PP0869.The dynamic height is computed by dividing the NAVD 88
 PP0869.geopotential number by the normal gravity value computed on the
 PP0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0869.degrees latitude (g = 980.6199 gals.).
 PP0869
 PP0869.The modeled gravity was interpolated from observed gravity values.
 PP0869
 PP0869;                    North         East    Units  Estimated Accuracy
 PP0869;SPC MN S     -   291,830.      856,840.      MT  (+/- 180 meters Scaled)
 PP0869
 PP0869                          SUPERSEDED SURVEY CONTROL
 PP0869
 PP0869  NGVD 29 (??/??/92)  299.481  (m)          982.55   (f) ADJ UNCH    2 0
 PP0869
 PP0869.Superseded values are not recommended for survey control.
 PP0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0869.See file dsdata.txt to determine how the superseded data were derived.
 PP0869
 PP0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776523(NAD 83)
 PP0869
 PP0869_MARKER: DD = SURVEY DISK
 PP0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0869_STAMPING: 1980-N 1970
 PP0869_MARK LOGO: MNHD  
 PP0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0869+STABILITY: SURFACE MOTION
 PP0869
 PP0869  HISTORY     - Date     Condition        Report By
 PP0869  HISTORY     - 1970     MONUMENTED       MNDT
 PP0869  HISTORY     - 1971     GOOD             MNDT
 PP0869  HISTORY     - 20061101 MARK NOT FOUND   MNDT
 PP0869
 PP0869                          STATION DESCRIPTION
 PP0869
 PP0869'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0869'IN BURNSVILLE.
 PP0869'ELKO TO BLOOMINGTON, 0.95 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION
 PP0869'OF FAI 35 AND FAI 35W, 2.0 MILES NORTH OF T.H. 50, 0.45 MILES SOUTH OF
 PP0869'CRYSTAL LAKE ROAD, 264 FEET SOUTH OF THE ENTRANCE TO BUCK HILL RESORT
 PP0869'AREA, 166 FEET WEST OF FAI 35 SOUTHBOUND CENTERLINE STATION 1670+92,
 PP0869'49 FEET WEST OF THE WEST FRONTAGE ROAD CENTERLINE, 55 FEET
 PP0869'NORTH-NORTHWEST OF THE OF THE WEST END OF AND 18 INCH CONCRETE CULVERT
 PP0869'(UNDER I-35), 1 FOOT EAST OF A STEEL WITNESS POST IN A 6 FOOT PRE-CAST
 PP0869'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4, SEC 36, T115N, R
 PP0869'21W.
 PP0869
 PP0869                          STATION RECOVERY (2006)
 PP0869
 PP0869'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP0869'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4326 ***********************************************************************
 AH4326  DESIGNATION -  1980 R
 AH4326  PID         -  AH4326
 AH4326  STATE/COUNTY-  MN/DAKOTA
 AH4326  COUNTRY     -  US
 AH4326  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4326
 AH4326                         *CURRENT SURVEY CONTROL
 AH4326  ______________________________________________________________________
 AH4326* NAD 83(1986) POSITION- 44 44 12.68   (N) 093 16 58.92   (W)   HD_HELD1  
 AH4326* NAVD 88 ORTHO HEIGHT -   297.037  (meters)     974.53  (feet) ADJUSTED  
 AH4326  ______________________________________________________________________
 AH4326  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AH4326  DYNAMIC HEIGHT  -        297.021 (meters)      974.48  (feet) COMP
 AH4326  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 AH4326
 AH4326  VERT ORDER      -  SECOND    CLASS I
 AH4326
 AH4326.The horizontal coordinates were established by differentially corrected
 AH4326.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4326.
 AH4326.The orthometric height was determined by differential leveling and
 AH4326.adjusted in June 2000.
 AH4326
 AH4326.Photographs are available for this station.
 AH4326
 AH4326.The dynamic height is computed by dividing the NAVD 88
 AH4326.geopotential number by the normal gravity value computed on the
 AH4326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4326.degrees latitude (g = 980.6199 gals.).
 AH4326
 AH4326.The modeled gravity was interpolated from observed gravity values.
 AH4326
 AH4326;                    North         East    Units  Estimated Accuracy
 AH4326;SPC MN S     -   293,234.4     856,784.0     MT  (+/- 3 meters HH1 GPS) 
 AH4326
 AH4326                          SUPERSEDED SURVEY CONTROL
 AH4326
 AH4326.No superseded survey control is available for this station.
 AH4326
 AH4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7759053758(NAD 83)
 AH4326
 AH4326_MARKER: DB = BENCH MARK DISK
 AH4326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4326_SP_SET: BRIDGE RAILING
 AH4326_STAMPING: 1980 R 1981
 AH4326_MARK LOGO: MNDT  
 AH4326_PROJECTION: FLUSH
 AH4326_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4326+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AH4326
 AH4326  HISTORY     - Date     Condition        Report By
 AH4326  HISTORY     - 1981     MONUMENTED       MNDT
 AH4326  HISTORY     - 20070620 GOOD             MNDT
 AH4326
 AH4326                          STATION DESCRIPTION
 AH4326
 AH4326'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4326'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE NORTHBOUND
 AH4326'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4326'MILEPOINT 88.3, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4326'MARK IS 24.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4326'OF EASTBOUND HIGHWAY 35E, 27.2 FEET NORTH OF THE CENTER OF A STEEL
 AH4326'SIGN POST OF A LARGE OVERHEAD SIGN, AND 13.3 FEET NORTH OF THE SOUTH
 AH4326'END OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4326'CONTROL MONUMENT DISK STAMPED---1980 R 1981---, IS SET IN THE TOP OF
 AH4326'THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBERED
 AH4326'19892).
 AH4326
 AH4326                          STATION RECOVERY (2007)
 AH4326
 AH4326'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4326'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FARMINGTON,
 AH4326'7.2 MI (11.6 KM) SOUTH OF BLOOMINGTON AND 7.1 MI (11.4 KM)
 AH4326'EAST-NORTHEAST OF PRIOR LAKE.
 AH4326' 
 AH4326'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE
 AH4326'POINT 88.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF NORTHBOUND
 AH4326'INTERSTATE HIGHWAY 35 BRIDGE 19892 OVER 146TH STREET, GO 24.5 FT (7.5
 AH4326'M) EAST OF INTERSTATE HIGHWAY 35 EAST, 27.2 FT (8.3 M) NORTH OF STEEL
 AH4326'SIGN POST FOR LARGE OVERHEAD SIGN, 13.3 FT (4.1 M) NORTH OF SOUTH END
 AH4326'OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4327 ***********************************************************************
 AH4327  DESIGNATION -  1980 S
 AH4327  PID         -  AH4327
 AH4327  STATE/COUNTY-  MN/DAKOTA
 AH4327  COUNTRY     -  US
 AH4327  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4327
 AH4327                         *CURRENT SURVEY CONTROL
 AH4327  ______________________________________________________________________
 AH4327* NAD 83(1986) POSITION- 44 44 12.84   (N) 093 17 00.22   (W)   HD_HELD1  
 AH4327* NAVD 88 ORTHO HEIGHT -   297.402  (meters)     975.73  (feet) ADJUSTED  
 AH4327  ______________________________________________________________________
 AH4327  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AH4327  DYNAMIC HEIGHT  -        297.386 (meters)      975.67  (feet) COMP
 AH4327  MODELED GRAVITY -    980,553.1   (mgal)                       NAVD 88
 AH4327
 AH4327  VERT ORDER      -  SECOND    CLASS I
 AH4327
 AH4327.The horizontal coordinates were established by differentially corrected
 AH4327.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4327.
 AH4327.The orthometric height was determined by differential leveling and
 AH4327.adjusted in June 2000.
 AH4327
 AH4327.Photographs are available for this station.
 AH4327
 AH4327.The dynamic height is computed by dividing the NAVD 88
 AH4327.geopotential number by the normal gravity value computed on the
 AH4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4327.degrees latitude (g = 980.6199 gals.).
 AH4327
 AH4327.The modeled gravity was interpolated from observed gravity values.
 AH4327
 AH4327;                    North         East    Units  Estimated Accuracy
 AH4327;SPC MN S     -   293,239.1     856,755.4     MT  (+/- 3 meters HH1 GPS) 
 AH4327
 AH4327                          SUPERSEDED SURVEY CONTROL
 AH4327
 AH4327.No superseded survey control is available for this station.
 AH4327
 AH4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7756253763(NAD 83)
 AH4327
 AH4327_MARKER: DB = BENCH MARK DISK
 AH4327_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4327_SP_SET: BRIDGE RAILING
 AH4327_STAMPING: 1980 S 1981
 AH4327_MARK LOGO: MNDT  
 AH4327_PROJECTION: FLUSH
 AH4327_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4327+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AH4327
 AH4327  HISTORY     - Date     Condition        Report By
 AH4327  HISTORY     - 1981     MONUMENTED       MNDT
 AH4327  HISTORY     - 20070620 GOOD             MNDT
 AH4327
 AH4327                          STATION DESCRIPTION
 AH4327
 AH4327'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4327'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE SOUTHBOUND
 AH4327'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4327'MILEPOINT 88.3, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4327'MARK IS 18.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4327'OF SOUTHBOUND HIGHWAY 35W, 40.3 FEET NORTH OF THE CENTER OF A STEEL
 AH4327'SIGN POST OF A LARGE OVERHEAD SIGN, AND 9.0 FEET NORTH OF THE
 AH4327'SOUTHEAST CORNER OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4327'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1980 S 1981---, IS SET
 AH4327'IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE
 AH4327'(NUMBERED 19891).
 AH4327
 AH4327                          STATION RECOVERY (2007)
 AH4327
 AH4327'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4327'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FARMINGTON,
 AH4327'7.2 MI (11.6 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM)
 AH4327'EAST-NORTHEAST OF PRIOR LAKE.
 AH4327' 
 AH4327'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE
 AH4327'POINT 88.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF SOUTHBOUND
 AH4327'INTERSTATE HIGHWAY 35 BRIDGE 19891 OVER 146TH STREET, GO 18.5 FT (5.6
 AH4327'M) EAST OF INTERSTATE HIGHWAY 35 WEST, 40.3 FT (12.3 M) NORTH OF STEEL
 AH4327'SIGN POST FOR LARGE OVERHEAD SIGN, 9.0 FT (2.7 M) NORTH OF THE
 AH4327'SOUTHEAST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0865 ***********************************************************************
 PP0865  DESIGNATION -  1981 A
 PP0865  PID         -  PP0865
 PP0865  STATE/COUNTY-  MN/DAKOTA
 PP0865  COUNTRY     -  US
 PP0865  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0865
 PP0865                         *CURRENT SURVEY CONTROL
 PP0865  ______________________________________________________________________
 PP0865* NAD 83(1996) POSITION- 44 44 21.45273(N) 093 17 00.51361(W)   NO CHECK  
 PP0865* NAVD 88 ORTHO HEIGHT -   303.420  (meters)     995.47  (feet) ADJUSTED  
 PP0865  ______________________________________________________________________
 PP0865  LAPLACE CORR    -         -7.22  (seconds)                    DEFLEC09
 PP0865  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 PP0865  DYNAMIC HEIGHT  -        303.404 (meters)      995.42  (feet) COMP
 PP0865  MODELED GRAVITY -    980,554.6   (mgal)                       NAVD 88
 PP0865
 PP0865  HORZ ORDER      -  THIRD
 PP0865  VERT ORDER      -  SECOND    CLASS 0
 PP0865
 PP0865.The horizontal coordinates were established by classical geodetic methods
 PP0865.and adjusted by the National Geodetic Survey in March 1999.
 PP0865.
 PP0865.No horizontal observational check was made to the station.
 PP0865.
 PP0865.The orthometric height was determined by differential leveling and
 PP0865.adjusted in June 1991.
 PP0865
 PP0865.Photographs are available for this station.
 PP0865
 PP0865.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0865
 PP0865.The dynamic height is computed by dividing the NAVD 88
 PP0865.geopotential number by the normal gravity value computed on the
 PP0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0865.degrees latitude (g = 980.6199 gals.).
 PP0865
 PP0865.The modeled gravity was interpolated from observed gravity values.
 PP0865
 PP0865. The following values were computed from the NAD 83(1996) position.
 PP0865
 PP0865;                    North         East     Units Scale Factor Converg.
 PP0865;SPC MN S     -   293,504.890   856,746.600   MT  0.99993063   +0 30 08.0
 PP0865;SPC MN S     -   962,940.63  2,810,842.80   sFT  0.99993063   +0 30 08.0
 PP0865;UTM  15      - 4,954,028.837   477,556.667   MT  0.99960619   -0 11 58.3
 PP0865
 PP0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0865!SPC MN S     -   0.99995671  x   0.99993063  =   0.99988734
 PP0865!UTM  15      -   0.99995671  x   0.99960619  =   0.99956291
 PP0865
 PP0865                          SUPERSEDED SURVEY CONTROL
 PP0865
 PP0865  NAD 83(1986)-  44 44 21.44529(N)    093 17 00.51165(W) AD(       ) 3
 PP0865  NAD 27      -  44 44 21.57532(N)    093 16 59.70955(W) AD(       ) 3
 PP0865  NGVD 29 (??/??/92)  303.351  (m)          995.24   (f) ADJ UNCH    2 0
 PP0865
 PP0865.Superseded values are not recommended for survey control.
 PP0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0865.See file dsdata.txt to determine how the superseded data were derived.
 PP0865
 PP0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7755654028(NAD 83)
 PP0865
 PP0865_MARKER: DB = BENCH MARK DISK
 PP0865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0865_SP_SET: BRIDGE ABUTMENT
 PP0865_STAMPING: 1981 A 1970
 PP0865_MARK LOGO: MNHD  
 PP0865_PROJECTION: FLUSH
 PP0865_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0865+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 PP0865
 PP0865  HISTORY     - Date     Condition        Report By
 PP0865  HISTORY     - 1970     MONUMENTED       MNHD
 PP0865  HISTORY     - 1972     GOOD             MNDT
 PP0865  HISTORY     - 19881019 GOOD             MNDT
 PP0865  HISTORY     - 1990     GOOD             USPSQD
 PP0865  HISTORY     - 19920924 SEE DESCRIPTION  MNDT
 PP0865  HISTORY     - 20070620 GOOD             MNDT
 PP0865
 PP0865                          STATION DESCRIPTION
 PP0865
 PP0865'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0865'IN BURNSVILLE.
 PP0865'2.5 MILES SOUTH ALONG FAI 35W FROM THE JUNCTION OF FAI 35W AND T.H.
 PP0865'13, AT THE JUNCTION OF FAI 35W.  35E, AND 35, IN THE SOUTHWEST CORNER
 PP0865'OF BRIDGE NO. 19809, FAI 35E SOUTHBOUND OVER FAI 35W/35.  S.E. 1/4,
 PP0865'SEC 25, T115N, R 21W.
 PP0865
 PP0865                          STATION RECOVERY (1988)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP0865'IN THE CITY OF BLOOMINGTON, AT THE JUNCTION OF INTERSTATE HIGHWAYS 35E
 PP0865'AND 35W, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE MARK, A
 PP0865'STANDARD MNDT BENCH MARK DISK STAMPED---1981 A 1970---, IS SET IN THE
 PP0865'SOUTHEAST CORNER OF BRIDGE NUMBER 19809 (HIGHWAY 35E SOUTHBOUND OVER
 PP0865'HIGHWAY 35/35W).
 PP0865
 PP0865                          STATION RECOVERY (1990)
 PP0865
 PP0865'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 PP0865'RECOVERED IN GOOD CONDITION.
 PP0865
 PP0865                          STATION RECOVERY (1992)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 PP0865'THE MARK WAS REPORTED DESTROYED ON 9/24/1992 BY FRED JOHNSON OF DAKOTA
 PP0865'CO DUE TO NEW BRIDGE CONSTRUCTION.
 PP0865
 PP0865                          STATION RECOVERY (2007)
 PP0865
 PP0865'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP0865'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 PP0865'7.1 MI (11.4 KM) EAST-NORTHEAST OF PRIOR LAKE AND 7.1 MI (11.4 KM)
 PP0865'SOUTH OF BLOOMINGTON.
 PP0865' 
 PP0865'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF INTERSTATE
 PP0865'HIGHWAY 35 WEST AND INTERSTATE HIGHWAY 35 EAST, IN SOUTHEAST CORNER OF
 PP0865'SOUTHBOUND INTERSTATE HIGHWAY 35 EAST BRIDGE 19809 OVER INTERSTATE
 PP0865'HIGHWAY 35 WEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0863 ***********************************************************************
 PP0863  DESIGNATION -  1981 C
 PP0863  PID         -  PP0863
 PP0863  STATE/COUNTY-  MN/DAKOTA
 PP0863  COUNTRY     -  US
 PP0863  USGS QUAD   -  BLOOMINGTON (1997)
 PP0863
 PP0863                         *CURRENT SURVEY CONTROL
 PP0863  ______________________________________________________________________
 PP0863* NAD 83(1986) POSITION- 44 45 09.7    (N) 093 17 08.7    (W)   HD_HELD2  
 PP0863* NAVD 88 ORTHO HEIGHT -   301.078  (meters)     987.79  (feet) ADJUSTED  
 PP0863  ______________________________________________________________________
 PP0863  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 PP0863  DYNAMIC HEIGHT  -        301.065 (meters)      987.74  (feet) COMP
 PP0863  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 PP0863
 PP0863  VERT ORDER      -  SECOND    CLASS 0
 PP0863
 PP0863.The horizontal coordinates were established by autonomous hand held GPS
 PP0863.observations and have an estimated accuracy of +/- 10 meters.
 PP0863.
 PP0863.The orthometric height was determined by differential leveling and
 PP0863.adjusted in June 1991.
 PP0863
 PP0863.Photographs are available for this station.
 PP0863
 PP0863.The dynamic height is computed by dividing the NAVD 88
 PP0863.geopotential number by the normal gravity value computed on the
 PP0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0863.degrees latitude (g = 980.6199 gals.).
 PP0863
 PP0863.The modeled gravity was interpolated from observed gravity values.
 PP0863
 PP0863;                    North         East    Units  Estimated Accuracy
 PP0863;SPC MN S     -   294,992.      856,553.      MT  (+/- 10 meters HH2 GPS)
 PP0863
 PP0863                          SUPERSEDED SURVEY CONTROL
 PP0863
 PP0863  NGVD 29 (??/??/92)  301.011  (m)          987.57   (f) ADJ UNCH    2 0
 PP0863
 PP0863.Superseded values are not recommended for survey control.
 PP0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0863.See file dsdata.txt to determine how the superseded data were derived.
 PP0863
 PP0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7738155518(NAD 83)
 PP0863
 PP0863_MARKER: DB = BENCH MARK DISK
 PP0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0863_STAMPING: 1981 C 1972
 PP0863_MARK LOGO: MNHD  
 PP0863_PROJECTION: RECESSED 76 CENTIMETERS
 PP0863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0863+STABILITY: SURFACE MOTION
 PP0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0863+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP0863
 PP0863  HISTORY     - Date     Condition        Report By
 PP0863  HISTORY     - 1972     MONUMENTED       MNHD
 PP0863  HISTORY     - 1972     GOOD             MNDT
 PP0863  HISTORY     - 1981     GOOD             MNDT
 PP0863  HISTORY     - 20070619 GOOD             MNDT
 PP0863
 PP0863                          STATION DESCRIPTION
 PP0863
 PP0863'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0863'IN BURNSVILLE.
 PP0863'1.65 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF FAI 35 AND T.H. 13
 PP0863'IN BURNSVILLE, 0.55 MILES NORTH OF THE COUNTY ROAD 42 BRIDGE OVER FAI
 PP0863'35W, 97 FEET EAST OF THE CENTERLINE OF FAI 35W NORTHBOUND AT MILE
 PP0863'POINT 1.1 (STA. 1776+77), 69 FEET SOUTH OF A CORNER IN THE RIGHT OF
 PP0863'WAY FENCE, 22 FEET SOUTHWEST OF THE WEST END OF AN ADVERTISING SIGN
 PP0863'(RADISSON HOTEL) 2 FEET WEST OF THE RIGHT OF WAY FENCE, 1 FOOT WEST OF
 PP0863'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0863'SET FLUSH WITH THE GROUND.  S.E. 1/4, SEC 24, T115N, R 21W.
 PP0863
 PP0863                          STATION RECOVERY (1981)
 PP0863
 PP0863'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (TRM)
 PP0863'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN LINE 110,
 PP0863'1.65 MILES SOUTH ALONG INTERSTATE 35W FROM ITS JUNCTION WITH TRUNK
 PP0863'HIGHWAY 13 IN BURNSVILLE, 0.55 MILES NORTH OF THE COUNTY ROAD 42
 PP0863'BRIDGE OVER INTERSTATE 35W, 97 FEET EAST OF THE CENTERLINE OF THE
 PP0863'NORTHBOUND LANE OF INTERSTATE 35W AT MILEPOINT 1.1 (STATION 1776+77),
 PP0863'69 FEET SOUTH OF A CORNER IN THE RIGHT-OF-WAY FENCE, 22.5 FEET
 PP0863'EAST-SOUTHEAST OF A 4 INCH DIAMETER MAPLE TREE, 22 FEET SOUTHWEST OF
 PP0863'THE WEST END OF A HOWARD JOHNSONS ADVERTISING SIGN, 2 FEET WEST OF THE
 PP0863'RIGHT-OF-WAY FENCE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 PP0863'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1981 C 1972---, IS SET
 PP0863'IN THE TOP OF A 6 FOOT LONG MAGNETIC PRECAST CONCRETE POST THAT IS
 PP0863'FLUSH WITH THE SURFACE OF THE GROUND.
 PP0863
 PP0863                          STATION RECOVERY (2007)
 PP0863
 PP0863'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0863'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTHWEST OF FARMINGTON,
 PP0863'7.3 MI (11.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.1 MI (9.8 KM)
 PP0863'SOUTH OF BLOOMINGTON.
 PP0863' 
 PP0863'TO REACH TO THE MARK IN BURNSVILLE, AT INTERSTATE HIGHWAY 35W MILE
 PP0863'POINT 1.1, GO 1.65 MI (2.7 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 PP0863'HIGHWAY 35 AND TRUNK HIGHWAY 13, 0.55 MI (0.9 KM) NORTH OF COUNTY ROAD
 PP0863'42, 97 FT (29.6 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY 35W, 69 FT
 PP0863'(21.0 M) SOUTH OF RIGHT-OF-WAY FENCE CORNER, 2 FT (0.6 M) WEST OF
 PP0863'RIGHT-OF-WAY FENCE, 75.0 FT (22.9 M) NORTH OF BRIDGE OVER 35 WEST, 1.0
 PP0863'FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0857 ***********************************************************************
 PP0857  DESIGNATION -  1981 E
 PP0857  PID         -  PP0857
 PP0857  STATE/COUNTY-  MN/DAKOTA
 PP0857  COUNTRY     -  US
 PP0857  USGS QUAD   -  BLOOMINGTON (1997)
 PP0857
 PP0857                         *CURRENT SURVEY CONTROL
 PP0857  ______________________________________________________________________
 PP0857* NAD 83(1986) POSITION- 44 46 11.04   (N) 093 17 17.37   (W)   HD_HELD1  
 PP0857* NAVD 88 ORTHO HEIGHT -   279.183  (meters)     915.95  (feet) ADJUSTED  
 PP0857  ______________________________________________________________________
 PP0857  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 PP0857  DYNAMIC HEIGHT  -        279.173 (meters)      915.92  (feet) COMP
 PP0857  MODELED GRAVITY -    980,574.6   (mgal)                       NAVD 88
 PP0857
 PP0857  VERT ORDER      -  SECOND    CLASS 0
 PP0857
 PP0857.The horizontal coordinates were established by differentially corrected
 PP0857.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0857.
 PP0857.The orthometric height was determined by differential leveling and
 PP0857.adjusted in June 1991.
 PP0857
 PP0857.Photographs are available for this station.
 PP0857
 PP0857.The dynamic height is computed by dividing the NAVD 88
 PP0857.geopotential number by the normal gravity value computed on the
 PP0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0857.degrees latitude (g = 980.6199 gals.).
 PP0857
 PP0857.The modeled gravity was interpolated from observed gravity values.
 PP0857
 PP0857;                    North         East    Units  Estimated Accuracy
 PP0857;SPC MN S     -   296,884.1     856,346.3     MT  (+/- 3 meters HH1 GPS) 
 PP0857
 PP0857                          SUPERSEDED SURVEY CONTROL
 PP0857
 PP0857  NGVD 29 (??/??/92)  279.118  (m)          915.74   (f) ADJ UNCH    2 0
 PP0857
 PP0857.Superseded values are not recommended for survey control.
 PP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0857.See file dsdata.txt to determine how the superseded data were derived.
 PP0857
 PP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7719757411(NAD 83)
 PP0857
 PP0857_MARKER: DB = BENCH MARK DISK
 PP0857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0857_SP_SET: BRIDGE ABUTMENT
 PP0857_STAMPING: 1981 E 1970
 PP0857_MARK LOGO: MNHD  
 PP0857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0857+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 PP0857
 PP0857  HISTORY     - Date     Condition        Report By
 PP0857  HISTORY     - 1970     MONUMENTED       MNHD
 PP0857  HISTORY     - 1971     GOOD             MNDT
 PP0857  HISTORY     - 1980     GOOD             MNDT
 PP0857  HISTORY     - 1985     GOOD             USPSQD
 PP0857  HISTORY     - 1985     GOOD             USPSQD
 PP0857  HISTORY     - 20020604 GOOD             USPSQD
 PP0857  HISTORY     - 20070618 GOOD             MNDT
 PP0857
 PP0857                          STATION DESCRIPTION
 PP0857
 PP0857'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0857'IN BURNSVILLE.
 PP0857'ELKO TO BLOOMINGTON, 0.25 MILES SOUTH ALONG FAI 35W, FROM THE JUNCTION
 PP0857'OF FAI 35W AND T.H. 13 IN BURNSVILLE, IN THE SOUTHEAST CORNER OF
 PP0857'BRIDGE NO. 19863, ABOUT 0.5 FEET HIGHER THAN THE CENTERLINE OF THE
 PP0857'BURNSVILLE CROSS-TOWN HIGHWAY OVER FAI 35W.  NE 1/4, SEC 13, T115N, R
 PP0857'21W.
 PP0857
 PP0857                          STATION RECOVERY (1980)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP0857'THE STATION WAS RECOVERED AS DESCRIBED.
 PP0857
 PP0857                          STATION RECOVERY (1985)
 PP0857
 PP0857'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0857'RECOVERED IN GOOD CONDITION.
 PP0857
 PP0857                          STATION RECOVERY (1985)
 PP0857
 PP0857'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0857'RECOVERED IN GOOD CONDITION.
 PP0857
 PP0857                          STATION RECOVERY (2002)
 PP0857
 PP0857'RECOVERY NOTE BY US POWER SQUADRON 2002
 PP0857'MARK IS SOUTH OF THE PEDESTRIAN FENCE ON THE SOUTHEAST ABUTMENT AND
 PP0857'HAS BEEN PAINTED OVER WITH THE COLOR ON THE ENTIRE BRIDGE.
 PP0857
 PP0857                          STATION RECOVERY (2007)
 PP0857
 PP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0857'THE MARK IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF EDEN
 PP0857'PRAIRIE, 7.7 MI (12.4 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.9 MI (7.9
 PP0857'KM) SOUTH OF BLOOMINGTON.
 PP0857' 
 PP0857'TO REACH TO THE MARK IN BURNSVILLE, GO 0.25 MI (0.4 KM) SOUTH OF THE
 PP0857'JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY 13, IN SOUTHEAST
 PP0857'CORNER OF CROSSTOWN HIGHWAY BRIDGE 19863 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0854 ***********************************************************************
 PP0854  DESIGNATION -  1981 F 1
 PP0854  PID         -  PP0854
 PP0854  STATE/COUNTY-  MN/DAKOTA
 PP0854  COUNTRY     -  US
 PP0854  USGS QUAD   -  BLOOMINGTON (1997)
 PP0854
 PP0854                         *CURRENT SURVEY CONTROL
 PP0854  ______________________________________________________________________
 PP0854* NAD 83(1986) POSITION- 44 46 30.37   (N) 093 17 16.78   (W)   HD_HELD1  
 PP0854* NAVD 88 ORTHO HEIGHT -   255.016  (meters)     836.67  (feet) ADJUSTED  
 PP0854  ______________________________________________________________________
 PP0854  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 PP0854  DYNAMIC HEIGHT  -        255.008 (meters)      836.64  (feet) COMP
 PP0854  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 PP0854
 PP0854  VERT ORDER      -  SECOND    CLASS 0
 PP0854
 PP0854.The horizontal coordinates were established by differentially corrected
 PP0854.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0854.
 PP0854.The orthometric height was determined by differential leveling and
 PP0854.adjusted in September 1997.
 PP0854
 PP0854.Photographs are available for this station.
 PP0854
 PP0854.The dynamic height is computed by dividing the NAVD 88
 PP0854.geopotential number by the normal gravity value computed on the
 PP0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0854.degrees latitude (g = 980.6199 gals.).
 PP0854
 PP0854.The modeled gravity was interpolated from observed gravity values.
 PP0854
 PP0854;                    North         East    Units  Estimated Accuracy
 PP0854;SPC MN S     -   297,480.8     856,354.1     MT  (+/- 3 meters HH1 GPS) 
 PP0854
 PP0854                          SUPERSEDED SURVEY CONTROL
 PP0854
 PP0854  NAVD 88 (06/15/91)  255.013  (m)          836.66   (f) SUPERSEDED  2 0
 PP0854  NGVD 29 (??/??/92)  254.947  (m)          836.44   (f) ADJ UNCH    2 0
 PP0854
 PP0854.Superseded values are not recommended for survey control.
 PP0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0854.See file dsdata.txt to determine how the superseded data were derived.
 PP0854
 PP0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7721358007(NAD 83)
 PP0854
 PP0854_MARKER: DB = BENCH MARK DISK
 PP0854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0854_SP_SET: BRIDGE ABUTMENT
 PP0854_STAMPING: 1981 F 1 1970
 PP0854_MARK LOGO: MNHD  
 PP0854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0854+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP0854
 PP0854  HISTORY     - Date     Condition        Report By
 PP0854  HISTORY     - 1970     MONUMENTED       MNHD
 PP0854  HISTORY     - 1972     GOOD             MNDT
 PP0854  HISTORY     - 1980     GOOD             MNDT
 PP0854  HISTORY     - 1990     GOOD             USPSQD
 PP0854  HISTORY     - 20070619 GOOD             MNDT
 PP0854
 PP0854                          STATION DESCRIPTION
 PP0854
 PP0854'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0854'IN BURNSVILLE.
 PP0854'AT THE JUNCTION OF T.H. 13 AND FAI 35W IN BURNSVILLE, IN THE SOUTHEAST
 PP0854'CORNER (ABUTMENT) OF BRIDGE NO. 9780 EASTBOUND T.H. 13 OVER FAI 35W.
 PP0854'CORNER OF N.W. 1/4, SEC 13, T 115N, R 21W.
 PP0854
 PP0854                          STATION RECOVERY (1980)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP0854'THE STATION WAS RECOVERED AS DESCRIBED.
 PP0854
 PP0854                          STATION RECOVERY (1990)
 PP0854
 PP0854'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP0854'RECOVERED IN GOOD CONDITION.
 PP0854
 PP0854                          STATION RECOVERY (2007)
 PP0854
 PP0854'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0854'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST-SOUTHEAST OF EDEN
 PP0854'PRAIRIE, 7.9 MI (12.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4
 PP0854'KM) SOUTH OF BLOOMINGTON.
 PP0854' 
 PP0854'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF TRUNK HIGHWAY
 PP0854'13 AND INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF EASTBOUND TRUNK
 PP0854'HIGHWAY 13 BRIDGE 9780 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0855 ***********************************************************************
 PP0855  DESIGNATION -  1981 F 2
 PP0855  PID         -  PP0855
 PP0855  STATE/COUNTY-  MN/DAKOTA
 PP0855  COUNTRY     -  US
 PP0855  USGS QUAD   -  BLOOMINGTON (1997)
 PP0855
 PP0855                         *CURRENT SURVEY CONTROL
 PP0855  ______________________________________________________________________
 PP0855* NAD 83(1986) POSITION- 44 46 31.18   (N) 093 17 19.43   (W)   HD_HELD1  
 PP0855* NAVD 88 ORTHO HEIGHT -   254.103  (meters)     833.67  (feet) ADJUSTED  
 PP0855  ______________________________________________________________________
 PP0855  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 PP0855  DYNAMIC HEIGHT  -        254.095 (meters)      833.64  (feet) COMP
 PP0855  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 PP0855
 PP0855  VERT ORDER      -  SECOND    CLASS 0
 PP0855
 PP0855.The horizontal coordinates were established by differentially corrected
 PP0855.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0855.
 PP0855.The orthometric height was determined by differential leveling and
 PP0855.adjusted in September 1997.
 PP0855
 PP0855.Photographs are available for this station.
 PP0855
 PP0855.The dynamic height is computed by dividing the NAVD 88
 PP0855.geopotential number by the normal gravity value computed on the
 PP0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0855.degrees latitude (g = 980.6199 gals.).
 PP0855
 PP0855.The modeled gravity was interpolated from observed gravity values.
 PP0855
 PP0855;                    North         East    Units  Estimated Accuracy
 PP0855;SPC MN S     -   297,505.3     856,295.6     MT  (+/- 3 meters HH1 GPS) 
 PP0855
 PP0855                          SUPERSEDED SURVEY CONTROL
 PP0855
 PP0855  NAVD 88 (06/15/91)  254.101  (m)          833.66   (f) SUPERSEDED  2 0
 PP0855  NGVD 29 (??/??/92)  254.036  (m)          833.45   (f) ADJ UNCH    2 0
 PP0855
 PP0855.Superseded values are not recommended for survey control.
 PP0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0855.See file dsdata.txt to determine how the superseded data were derived.
 PP0855
 PP0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7715458033(NAD 83)
 PP0855
 PP0855_MARKER: DB = BENCH MARK DISK
 PP0855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0855_SP_SET: BRIDGE ABUTMENT
 PP0855_STAMPING: 1981 F 2 1970
 PP0855_MARK LOGO: MNHD  
 PP0855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0855+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP0855
 PP0855  HISTORY     - Date     Condition        Report By
 PP0855  HISTORY     - 1970     MONUMENTED       MNHD
 PP0855  HISTORY     - 1972     GOOD             MNDT
 PP0855  HISTORY     - 1980     GOOD             MNDT
 PP0855  HISTORY     - 1990     GOOD             USPSQD
 PP0855  HISTORY     - 20070619 GOOD             MNDT
 PP0855
 PP0855                          STATION DESCRIPTION
 PP0855
 PP0855'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0855'IN BURNSVILLE.
 PP0855'AT THE JUNCTION OF T.H. 13 AND FAI 35W IN BURNSVILLE, IN THE NORTHWEST
 PP0855'CORNER (ABUTMENT) OF BRIDGE NO. 9779, WESTBOUND T.H. 13 OVER FAI 35W.
 PP0855'CORNER OF N.W. 1/4, SEC 13, T 115N, R 21W.
 PP0855
 PP0855                          STATION RECOVERY (1980)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP0855'THE STATION WAS RECOVERED AS DESCRIBED.
 PP0855
 PP0855                          STATION RECOVERY (1990)
 PP0855
 PP0855'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAK)
 PP0855'RECOVERED IN GOOD CONDITION.
 PP0855
 PP0855                          STATION RECOVERY (2007)
 PP0855
 PP0855'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0855'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST-SOUTHEAST OF EDEN
 PP0855'PRAIRIE, 7.9 MI (12.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 4.6 MI (7.4
 PP0855'KM) SOUTH OF BLOOMINGTON.
 PP0855' 
 PP0855'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF TRUNK HIGHWAY
 PP0855'13 AND INTERSTATE HIGHWAY 35W, IN NORTHWEST ABUTMENT OF WESTBOUND
 PP0855'TRUNK HIGHWAY 13 BRIDGE 9779 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4328 ***********************************************************************
 AH4328  DESIGNATION -  1982 AB
 AH4328  PID         -  AH4328
 AH4328  STATE/COUNTY-  MN/DAKOTA
 AH4328  COUNTRY     -  US
 AH4328  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4328
 AH4328                         *CURRENT SURVEY CONTROL
 AH4328  ______________________________________________________________________
 AH4328* NAD 83(1986) POSITION- 44 44 13.42   (N) 093 17 04.38   (W)   HD_HELD1  
 AH4328* NAVD 88 ORTHO HEIGHT -   300.511  (meters)     985.93  (feet) ADJUSTED  
 AH4328  ______________________________________________________________________
 AH4328  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AH4328  DYNAMIC HEIGHT  -        300.494 (meters)      985.87  (feet) COMP
 AH4328  MODELED GRAVITY -    980,553.2   (mgal)                       NAVD 88
 AH4328
 AH4328  VERT ORDER      -  SECOND    CLASS I
 AH4328
 AH4328.The horizontal coordinates were established by differentially corrected
 AH4328.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4328.
 AH4328.The orthometric height was determined by differential leveling and
 AH4328.adjusted in June 2000.
 AH4328
 AH4328.Photographs are available for this station.
 AH4328
 AH4328.The dynamic height is computed by dividing the NAVD 88
 AH4328.geopotential number by the normal gravity value computed on the
 AH4328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4328.degrees latitude (g = 980.6199 gals.).
 AH4328
 AH4328.The modeled gravity was interpolated from observed gravity values.
 AH4328
 AH4328;                    North         East    Units  Estimated Accuracy
 AH4328;SPC MN S     -   293,256.2     856,663.7     MT  (+/- 3 meters HH1 GPS) 
 AH4328
 AH4328                          SUPERSEDED SURVEY CONTROL
 AH4328
 AH4328.No superseded survey control is available for this station.
 AH4328
 AH4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7747053781(NAD 83)
 AH4328
 AH4328_MARKER: DV = VERTICAL CONTROL DISK
 AH4328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4328_SP_SET: BRIDGE RAILING
 AH4328_STAMPING: 1982 AB 1981
 AH4328_MARK LOGO: MNDT  
 AH4328_PROJECTION: FLUSH
 AH4328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4328+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AH4328
 AH4328  HISTORY     - Date     Condition        Report By
 AH4328  HISTORY     - 1981     MONUMENTED       MNDT
 AH4328  HISTORY     - 20070620 GOOD             MNDT
 AH4328
 AH4328                          STATION DESCRIPTION
 AH4328
 AH4328'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4328'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE SOUTHBOUND
 AH4328'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4328'MILEPOINT 88.3, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4328'MARK IS 18.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4328'OF EASTBOUND HIGHWAY 35E CONNECTOR TO SOUTHBOUND HIGHWAY 35, AND 1.5
 AH4328'FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING.  THE MARK, A
 AH4328'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AB
 AH4328'1981---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST
 AH4328'CORNER OF THE BRIDGE (NUMBERED 19893).
 AH4328
 AH4328                          STATION RECOVERY (2007)
 AH4328
 AH4328'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4328'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF FARMINGTON,
 AH4328'7.2 MI (11.6 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM)
 AH4328'EAST-NORTHEAST OF PRIOR LAKE.
 AH4328' 
 AH4328'TO REACH TO THE MARK IN BURNSVILLE, AT THE JUNCTION OF INTERSTATE
 AH4328'HIGHWAYS 35E, 35W, AND 35, AT INTERSTATE HIGHWAY 35 MILE POINT 88.3,
 AH4328'IN THE TOP OF RAILING ON INTERSTATE HIGHWAY 35 BRIDGE 19893 OVER 146TH
 AH4328'STREET, GO 18.5 FT (5.6 M) EAST OF INTERSTATE HIGHWAY 35E CONNECTOR TO
 AH4328'SOUTHBOUND INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4329 ***********************************************************************
 AH4329  DESIGNATION -  1982 AB 1
 AH4329  PID         -  AH4329
 AH4329  STATE/COUNTY-  MN/DAKOTA
 AH4329  COUNTRY     -  US
 AH4329  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4329
 AH4329                         *CURRENT SURVEY CONTROL
 AH4329  ______________________________________________________________________
 AH4329* NAD 83(1986) POSITION- 44 44 16.49   (N) 093 17 03.58   (W)   HD_HELD1  
 AH4329* NAVD 88 ORTHO HEIGHT -   301.236  (meters)     988.31  (feet) ADJUSTED  
 AH4329  ______________________________________________________________________
 AH4329  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AH4329  DYNAMIC HEIGHT  -        301.220 (meters)      988.25  (feet) COMP
 AH4329  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 AH4329
 AH4329  VERT ORDER      -  SECOND    CLASS I
 AH4329
 AH4329.The horizontal coordinates were established by differentially corrected
 AH4329.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4329.
 AH4329.The orthometric height was determined by differential leveling and
 AH4329.adjusted in June 2000.
 AH4329
 AH4329.Photographs are available for this station.
 AH4329
 AH4329.The dynamic height is computed by dividing the NAVD 88
 AH4329.geopotential number by the normal gravity value computed on the
 AH4329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4329.degrees latitude (g = 980.6199 gals.).
 AH4329
 AH4329.The modeled gravity was interpolated from observed gravity values.
 AH4329
 AH4329;                    North         East    Units  Estimated Accuracy
 AH4329;SPC MN S     -   293,351.1     856,680.5     MT  (+/- 3 meters HH1 GPS) 
 AH4329
 AH4329                          SUPERSEDED SURVEY CONTROL
 AH4329
 AH4329.No superseded survey control is available for this station.
 AH4329
 AH4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7748853875(NAD 83)
 AH4329
 AH4329_MARKER: DV = VERTICAL CONTROL DISK
 AH4329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4329_SP_SET: BRIDGE RAILING
 AH4329_STAMPING: 1982 AB 1 1988
 AH4329_MARK LOGO: MNDT  
 AH4329_PROJECTION: FLUSH
 AH4329_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4329+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AH4329
 AH4329  HISTORY     - Date     Condition        Report By
 AH4329  HISTORY     - 1988     MONUMENTED       MNDT
 AH4329  HISTORY     - 20070620 GOOD             MNDT
 AH4329
 AH4329                          STATION DESCRIPTION
 AH4329
 AH4329'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4329'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE SOUTHBOUND
 AH4329'INTERSTATE HIGHWAY 35 BRIDGE OVER 146TH STREET, AT HIGHWAY 35
 AH4329'MILEPOINT 88.45, AND IN THE SE 1/4 OF SECTION 25, T115N, R21W.  THE
 AH4329'MARK IS 18.5 FEET EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE
 AH4329'OF EASTBOUND HIGHWAY 35E CONNECTOR TO SOUTHBOUND HIGHWAY 35, AND 1.2
 AH4329'FEET SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE RAILING.  THE MARK, A
 AH4329'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AB 1
 AH4329'1988---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE NORTHEAST
 AH4329'CORNER OF THE BRIDGE (NUMBERED 19893).
 AH4329
 AH4329                          STATION RECOVERY (2007)
 AH4329
 AH4329'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4329'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4329'7.1 MI (11.4 KM) SOUTH OF BLOOMINGTON AND 7.0 MI (11.3 KM)
 AH4329'EAST-NORTHEAST OF PRIOR LAKE.
 AH4329' 
 AH4329'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35 MILE
 AH4329'POINT 88.45, IN NORTHEAST CORNER, TOP OF RAILING ON INTERSTATE HIGHWAY
 AH4329'35 BRIDGE 19893 OVER 146TH STREET, GO 1.2 FT (0.4 M) SOUTH OF THE
 AH4329'NORTHEAST CORNER OF BRIDGE RAILING, 18.5 FT (5.6 M) EAST OF INTERSTATE
 AH4329'HIGHWAY 35E CONNECTOR TO SOUTHBOUND INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4330 ***********************************************************************
 AH4330  DESIGNATION -  1982 AC
 AH4330  PID         -  AH4330
 AH4330  STATE/COUNTY-  MN/DAKOTA
 AH4330  COUNTRY     -  US
 AH4330  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4330
 AH4330                         *CURRENT SURVEY CONTROL
 AH4330  ______________________________________________________________________
 AH4330* NAD 83(1986) POSITION- 44 44 34.90   (N) 093 16 39.18   (W)   HD_HELD1  
 AH4330* NAVD 88 ORTHO HEIGHT -   312.439  (meters)    1025.06  (feet) ADJUSTED  
 AH4330  ______________________________________________________________________
 AH4330  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AH4330  DYNAMIC HEIGHT  -        312.423 (meters)     1025.01  (feet) COMP
 AH4330  MODELED GRAVITY -    980,556.2   (mgal)                       NAVD 88
 AH4330
 AH4330  VERT ORDER      -  SECOND    CLASS I
 AH4330
 AH4330.The horizontal coordinates were established by differentially corrected
 AH4330.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4330.
 AH4330.The orthometric height was determined by differential leveling and
 AH4330.adjusted in June 2000.
 AH4330
 AH4330.Photographs are available for this station.
 AH4330
 AH4330.The dynamic height is computed by dividing the NAVD 88
 AH4330.geopotential number by the normal gravity value computed on the
 AH4330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4330.degrees latitude (g = 980.6199 gals.).
 AH4330
 AH4330.The modeled gravity was interpolated from observed gravity values.
 AH4330
 AH4330;                    North         East    Units  Estimated Accuracy
 AH4330;SPC MN S     -   293,924.1     857,212.2     MT  (+/- 3 meters HH1 GPS) 
 AH4330
 AH4330                          SUPERSEDED SURVEY CONTROL
 AH4330
 AH4330.No superseded survey control is available for this station.
 AH4330
 AH4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7802754442(NAD 83)
 AH4330
 AH4330_MARKER: DB = BENCH MARK DISK
 AH4330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4330_SP_SET: BRIDGE RAILING
 AH4330_STAMPING: 1982 AC 1981
 AH4330_MARK LOGO: MNDT  
 AH4330_PROJECTION: FLUSH
 AH4330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4330+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4330
 AH4330  HISTORY     - Date     Condition        Report By
 AH4330  HISTORY     - 1981     MONUMENTED       MNDT
 AH4330  HISTORY     - 20070618 GOOD             MNDT
 AH4330
 AH4330                          STATION DESCRIPTION
 AH4330
 AH4330'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4330'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE INTERSTATE
 AH4330'HIGHWAY 35E BRIDGE OVER COUNTY ROAD 42, AT HIGHWAY 35E MILEPOINT 88.8,
 AH4330'AND IN THE NW 1/4 OF SECTION 30, T115N, R20W.  THE MARK IS 24.5 FEET
 AH4330'EAST OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND
 AH4330'HIGHWAY 35E AND 15.7 FEET NORTH OF THE SOUTH CORNER OF THE EAST BRIDGE
 AH4330'RAILING.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1982 AC
 AH4330'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4330'THE BRIDGE (NUMBERED 19812).
 AH4330
 AH4330                          STATION RECOVERY (2007)
 AH4330
 AH4330'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4330'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4330'7.4 MI (11.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.8 MI (10.9 KM)
 AH4330'SOUTH OF BLOOMINGTON.
 AH4330' 
 AH4330'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4330'POINT 88.8, IN THE TOP OF RAILING ON NORTHBOUND INTERSTATE HIGHWAY 35E
 AH4330'BRIDGE 19812 OVER COUNTY ROAD 42, GO 24.5 FT (7.5 M) EAST OF
 AH4330'INTERSTATE HIGHWAY 35E, 15.7 FT (4.8 M) NORTH OF THE SOUTH CORNER OF
 AH4330'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4332 ***********************************************************************
 AH4332  DESIGNATION -  1982 AD
 AH4332  PID         -  AH4332
 AH4332  STATE/COUNTY-  MN/DAKOTA
 AH4332  COUNTRY     -  US
 AH4332  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4332
 AH4332                         *CURRENT SURVEY CONTROL
 AH4332  ______________________________________________________________________
 AH4332* NAD 83(1986) POSITION- 44 44 55.48   (N) 093 16 05.33   (W)   HD_HELD1  
 AH4332* NAVD 88 ORTHO HEIGHT -   323.150  (meters)    1060.20  (feet) ADJUSTED  
 AH4332  ______________________________________________________________________
 AH4332  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AH4332  DYNAMIC HEIGHT  -        323.134 (meters)     1060.15  (feet) COMP
 AH4332  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 AH4332
 AH4332  VERT ORDER      -  SECOND    CLASS I
 AH4332
 AH4332.The horizontal coordinates were established by differentially corrected
 AH4332.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4332.
 AH4332.The orthometric height was determined by differential leveling and
 AH4332.adjusted in June 2000.
 AH4332
 AH4332.No vertical observational check was made to the station.
 AH4332
 AH4332.Photographs are available for this station.
 AH4332
 AH4332.The dynamic height is computed by dividing the NAVD 88
 AH4332.geopotential number by the normal gravity value computed on the
 AH4332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4332.degrees latitude (g = 980.6199 gals.).
 AH4332
 AH4332.The modeled gravity was interpolated from observed gravity values.
 AH4332
 AH4332;                    North         East    Units  Estimated Accuracy
 AH4332;SPC MN S     -   294,565.9     857,951.2     MT  (+/- 3 meters HH1 GPS) 
 AH4332
 AH4332                          SUPERSEDED SURVEY CONTROL
 AH4332
 AH4332.No superseded survey control is available for this station.
 AH4332
 AH4332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7877355074(NAD 83)
 AH4332
 AH4332_MARKER: DV = VERTICAL CONTROL DISK
 AH4332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4332_SP_SET: BRIDGE RAILING
 AH4332_STAMPING: 1982 AD 1981
 AH4332_MARK LOGO: MNDT  
 AH4332_PROJECTION: FLUSH
 AH4332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4332+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4332
 AH4332  HISTORY     - Date     Condition        Report By
 AH4332  HISTORY     - 1981     MONUMENTED       MNDT
 AH4332  HISTORY     - 20020604 GOOD             USPSQD
 AH4332  HISTORY     - 20021129 GOOD             USPSQD
 AH4332  HISTORY     - 20051129 GOOD             USPSQD
 AH4332  HISTORY     - 20070618 GOOD             MNDT
 AH4332
 AH4332                          STATION DESCRIPTION
 AH4332
 AH4332'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4332'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE PORTLAND AVENUE
 AH4332'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35 MILEPOINT 89.45, AND
 AH4332'IN THE NW 1/4 OF SECTION 30, T 115N, R20W.  THE MARK IS 35.0 FEET EAST
 AH4332'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF PORTLAND AVENUE AND
 AH4332'0.9 FOOT NORTH OF THE SOUTHEAST CORNER OF THE EAST BRIDGE RAILING. THE
 AH4332'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AD
 AH4332'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4332'THE BRIDGE (NUMBERED 19889).
 AH4332
 AH4332                          STATION RECOVERY (2002)
 AH4332
 AH4332'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4332'RECOVERED IN GOOD CONDITION.
 AH4332
 AH4332                          STATION RECOVERY (2002)
 AH4332
 AH4332'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4332'RECOVERED IN GOOD CONDITION.
 AH4332
 AH4332                          STATION RECOVERY (2005)
 AH4332
 AH4332'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4332'RECOVERED IN GOOD CONDITION.
 AH4332
 AH4332                          STATION RECOVERY (2007)
 AH4332
 AH4332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4332'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4332'8.0 MI (12.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.5 MI (10.5 KM)
 AH4332'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4332' 
 AH4332'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4332'POINT 89.45, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF PORTLAND
 AH4332'AVENUE BRIDGE 19889 OVER INTERSTATE HIGHWAY 35E, GO 35.0 FT (10.7 M)
 AH4332'EAST OF PORTLAND AVENUE, 0.9 FT (0.3 M) NORTH OF THE SOUTHEAST CORNER
 AH4332'OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4331 ***********************************************************************
 AH4331  DESIGNATION -  1982 AD 1
 AH4331  PID         -  AH4331
 AH4331  STATE/COUNTY-  MN/DAKOTA
 AH4331  COUNTRY     -  US
 AH4331  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4331
 AH4331                         *CURRENT SURVEY CONTROL
 AH4331  ______________________________________________________________________
 AH4331* NAD 83(1986) POSITION- 44 44 56.17   (N) 093 16 04.62   (W)   HD_HELD1  
 AH4331* NAVD 88 ORTHO HEIGHT -   315.928  (meters)    1036.51  (feet) ADJUSTED  
 AH4331  ______________________________________________________________________
 AH4331  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AH4331  DYNAMIC HEIGHT  -        315.913 (meters)     1036.46  (feet) COMP
 AH4331  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 AH4331
 AH4331  VERT ORDER      -  SECOND    CLASS I
 AH4331
 AH4331.The horizontal coordinates were established by differentially corrected
 AH4331.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4331.
 AH4331.The orthometric height was determined by differential leveling and
 AH4331.adjusted in June 2000.
 AH4331
 AH4331.Photographs are available for this station.
 AH4331
 AH4331.The dynamic height is computed by dividing the NAVD 88
 AH4331.geopotential number by the normal gravity value computed on the
 AH4331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4331.degrees latitude (g = 980.6199 gals.).
 AH4331
 AH4331.The modeled gravity was interpolated from observed gravity values.
 AH4331
 AH4331;                    North         East    Units  Estimated Accuracy
 AH4331;SPC MN S     -   294,587.3     857,966.6     MT  (+/- 3 meters HH1 GPS) 
 AH4331
 AH4331                          SUPERSEDED SURVEY CONTROL
 AH4331
 AH4331.No superseded survey control is available for this station.
 AH4331
 AH4331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7878955095(NAD 83)
 AH4331
 AH4331_MARKER: DV = VERTICAL CONTROL DISK
 AH4331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4331_STAMPING: 1982 AD 1 1989
 AH4331_MARK LOGO: MNDT  
 AH4331_PROJECTION: RECESSED 5 CENTIMETERS
 AH4331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4331+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4331_ROD/PIPE-DEPTH:  6.1 meters
 AH4331
 AH4331  HISTORY     - Date     Condition        Report By
 AH4331  HISTORY     - 1989     MONUMENTED       MNDT
 AH4331  HISTORY     - 20070618 GOOD             MNDT
 AH4331
 AH4331                          STATION DESCRIPTION
 AH4331
 AH4331'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4331'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE PORTLAND AVENUE
 AH4331'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 89.45,
 AH4331'AND IN THE NW 1/4 OF SECTION 30, T115N, R20W.  THE MARK IS 82.2 FEET
 AH4331'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND 35E, 56.3 FEET EAST OF THE
 AH4331'SOUTH BRIDGE ABUTMENT, AND 0.6 FEET NORTH OF A STEEL WITNESS POST. THE
 AH4331'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4331'STAMPED---1982 AD 1 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AH4331'INCH DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT BELOW
 AH4331'GROUND LEVEL.
 AH4331
 AH4331                          STATION RECOVERY (2007)
 AH4331
 AH4331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4331'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4331'8.0 MI (12.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.5 MI (10.5 KM)
 AH4331'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4331' 
 AH4331'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4331'POINT 89.45, NEAR PORTLAND AVENUE BRIDGE OVER INTERSTATE HIGHWAY 35E,
 AH4331'GO 82.2 FT (25.1 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E,
 AH4331'56.3 FT (17.2 M) EAST OF SOUTH BRIDGE ABUTMENT, 0.6 FT (0.2 M) WEST OF
 AH4331'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4333 ***********************************************************************
 AH4333  DESIGNATION -  1982 AE
 AH4333  PID         -  AH4333
 AH4333  STATE/COUNTY-  MN/DAKOTA
 AH4333  COUNTRY     -  US
 AH4333  USGS QUAD   -  ORCHARD LAKE (1993)
 AH4333
 AH4333                         *CURRENT SURVEY CONTROL
 AH4333  ______________________________________________________________________
 AH4333* NAD 83(1986) POSITION- 44 44 59.56   (N) 093 16 05.29   (W)   HD_HELD1  
 AH4333* NAVD 88 ORTHO HEIGHT -   325.046  (meters)    1066.42  (feet) ADJUSTED  
 AH4333  ______________________________________________________________________
 AH4333  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AH4333  DYNAMIC HEIGHT  -        325.030 (meters)     1066.37  (feet) COMP
 AH4333  MODELED GRAVITY -    980,557.7   (mgal)                       NAVD 88
 AH4333
 AH4333  VERT ORDER      -  SECOND    CLASS I
 AH4333
 AH4333.The horizontal coordinates were established by differentially corrected
 AH4333.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4333.
 AH4333.The orthometric height was determined by differential leveling and
 AH4333.adjusted in June 2000.
 AH4333
 AH4333.No vertical observational check was made to the station.
 AH4333
 AH4333.Photographs are available for this station.
 AH4333
 AH4333.The dynamic height is computed by dividing the NAVD 88
 AH4333.geopotential number by the normal gravity value computed on the
 AH4333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4333.degrees latitude (g = 980.6199 gals.).
 AH4333
 AH4333.The modeled gravity was interpolated from observed gravity values.
 AH4333
 AH4333;                    North         East    Units  Estimated Accuracy
 AH4333;SPC MN S     -   294,691.8     857,950.9     MT  (+/- 3 meters HH1 GPS) 
 AH4333
 AH4333                          SUPERSEDED SURVEY CONTROL
 AH4333
 AH4333.No superseded survey control is available for this station.
 AH4333
 AH4333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7877555200(NAD 83)
 AH4333
 AH4333_MARKER: DV = VERTICAL CONTROL DISK
 AH4333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4333_SP_SET: BRIDGE RAILING
 AH4333_STAMPING: 1982 AE 1981
 AH4333_MARK LOGO: MNDT  
 AH4333_PROJECTION: FLUSH
 AH4333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4333+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4333
 AH4333  HISTORY     - Date     Condition        Report By
 AH4333  HISTORY     - 1981     MONUMENTED       MNDT
 AH4333  HISTORY     - 20021118 GOOD             USPSQD
 AH4333  HISTORY     - 20051129 GOOD             USPSQD
 AH4333  HISTORY     - 20070618 GOOD             MNDT
 AH4333
 AH4333                          STATION DESCRIPTION
 AH4333
 AH4333'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4333'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE PORTLAND AVENUE
 AH4333'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35 MILEPOINT 89.45, AND
 AH4333'IN THE NW 1/4 OF SECTION 30, T 115N, R20W.  THE MARK IS 34.5 FEET EAST
 AH4333'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF PORTLAND AVENUE AND
 AH4333'1.4 FEET SOUTH OF THE NORTHEAST CORNER OF THE EAST BRIDGE RAILING. THE
 AH4333'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AE
 AH4333'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4333'THE BRIDGE (NUMBERED 19889).
 AH4333
 AH4333                          STATION RECOVERY (2002)
 AH4333
 AH4333'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4333'THE MARK IS SET IN THE TOP OF THE RAILING AT THE NORTHEAST (NOT SOUTH
 AH4333'EAST) CORNER OF THE BRIDGE (NUMBERED 19889)
 AH4333
 AH4333                          STATION RECOVERY (2005)
 AH4333
 AH4333'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4333'RECOVERED IN GOOD CONDITION.
 AH4333
 AH4333                          STATION RECOVERY (2007)
 AH4333
 AH4333'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4333'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4333'8.0 MI (12.9 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.5 MI (10.5 KM)
 AH4333'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4333' 
 AH4333'TO REACH TO THE MARK AT BURNSVILLE, IN THE TOP OF RAILING AT NORTHEAST
 AH4333'CORNER OF PORTLAND AVENUE BRIDGE 19889 OVER INTERSTATE HIGHWAY 35E, GO
 AH4333'34.5 FT (10.5 M) EAST OF PORTLAND AVENUE, 1.4 FT (0.4 M) SOUTH OF THE
 AH4333'NORTHEAST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4336 ***********************************************************************
 AH4336  DESIGNATION -  1982 AF
 AH4336  PID         -  AH4336
 AH4336  STATE/COUNTY-  MN/DAKOTA
 AH4336  COUNTRY     -  US
 AH4336  USGS QUAD   -  BLOOMINGTON (1997)
 AH4336
 AH4336                         *CURRENT SURVEY CONTROL
 AH4336  ______________________________________________________________________
 AH4336* NAD 83(1986) POSITION- 44 45 13.06   (N) 093 15 43.76   (W)   HD_HELD1  
 AH4336* NAVD 88 ORTHO HEIGHT -   325.063  (meters)    1066.48  (feet) ADJUSTED  
 AH4336  ______________________________________________________________________
 AH4336  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AH4336  DYNAMIC HEIGHT  -        325.048 (meters)     1066.43  (feet) COMP
 AH4336  MODELED GRAVITY -    980,560.0   (mgal)                       NAVD 88
 AH4336
 AH4336  VERT ORDER      -  SECOND    CLASS I
 AH4336
 AH4336.The horizontal coordinates were established by differentially corrected
 AH4336.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4336.
 AH4336.The orthometric height was determined by differential leveling and
 AH4336.adjusted in June 2000.
 AH4336
 AH4336.No vertical observational check was made to the station.
 AH4336
 AH4336.The dynamic height is computed by dividing the NAVD 88
 AH4336.geopotential number by the normal gravity value computed on the
 AH4336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4336.degrees latitude (g = 980.6199 gals.).
 AH4336
 AH4336.The modeled gravity was interpolated from observed gravity values.
 AH4336
 AH4336;                    North         East    Units  Estimated Accuracy
 AH4336;SPC MN S     -   295,112.8     858,420.7     MT  (+/- 3 meters HH1 GPS) 
 AH4336
 AH4336                          SUPERSEDED SURVEY CONTROL
 AH4336
 AH4336.No superseded survey control is available for this station.
 AH4336
 AH4336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7924955615(NAD 83)
 AH4336
 AH4336_MARKER: DV = VERTICAL CONTROL DISK
 AH4336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4336_SP_SET: BRIDGE RAILING
 AH4336_STAMPING: 1982 AF 1981
 AH4336_MARK LOGO: MNDT  
 AH4336_PROJECTION: FLUSH
 AH4336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4336
 AH4336  HISTORY     - Date     Condition        Report By
 AH4336  HISTORY     - 1981     MONUMENTED       MNDT
 AH4336  HISTORY     - 20051129 GOOD             USPSQD
 AH4336  HISTORY     - 20070618 GOOD             MNDT
 AH4336
 AH4336                          STATION DESCRIPTION
 AH4336
 AH4336'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4336'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE 138TH STREET
 AH4336'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 94.3, AND
 AH4336'IN THE SE 1/4 OF SECTION 19, T115N, R20W.  THE MARK IS 16.5 FEET SOUTH
 AH4336'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF EASTBOUND 138TH
 AH4336'STREET, 32.7 FEET EAST OF THE SOUTHWEST CORNER OF THE SOUTH BRIDGE
 AH4336'RAILING, 30.1 FEET EAST - NORTHEAST OF THE WEST CORNER OF THE BRIDGE
 AH4336'FENCE, AND 6.2 FEET NORTH OF THE BRIDGE FENCE.  THE MARK, A STANDARD
 AH4336'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AF 1981---, IS SET
 AH4336'IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF THE BRIDGE
 AH4336'(NUMBERED 19866).
 AH4336
 AH4336                          STATION RECOVERY (2005)
 AH4336
 AH4336'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4336'RECOVERED IN GOOD CONDITION.
 AH4336
 AH4336                          STATION RECOVERY (2007)
 AH4336
 AH4336'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4336'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF FARMINGTON,
 AH4336'8.4 MI (13.5 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.3 MI (10.1 KM)
 AH4336'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4336' 
 AH4336'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4336'POINT 94.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF 138TH STREET
 AH4336'BRIDGE 19866 OVER INTERSTATE HIGHWAY 35E, GO 16.5 FT (5.0 M) SOUTH OF
 AH4336'EASTBOUND 138TH STREET, 32.7 FT (10.0 M) EAST OF THE SOUTHWEST CORNER
 AH4336'OF BRIDGE RAILING, 30.1 FT (9.2 M) EAST-NORTHEAST OF WEST CORNER OF
 AH4336'BRIDGE FENCE, 6.2 FT (1.9 M) NORTH OF BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4335 ***********************************************************************
 AH4335  DESIGNATION -  1982 AG
 AH4335  PID         -  AH4335
 AH4335  STATE/COUNTY-  MN/DAKOTA
 AH4335  COUNTRY     -  US
 AH4335  USGS QUAD   -  BLOOMINGTON (1997)
 AH4335
 AH4335                         *CURRENT SURVEY CONTROL
 AH4335  ______________________________________________________________________
 AH4335* NAD 83(1986) POSITION- 44 45 13.12   (N) 093 15 36.71   (W)   HD_HELD1  
 AH4335* NAVD 88 ORTHO HEIGHT -   321.754  (meters)    1055.62  (feet) ADJUSTED  
 AH4335  ______________________________________________________________________
 AH4335  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 AH4335  DYNAMIC HEIGHT  -        321.739 (meters)     1055.57  (feet) COMP
 AH4335  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 AH4335
 AH4335  VERT ORDER      -  SECOND    CLASS I
 AH4335
 AH4335.The horizontal coordinates were established by differentially corrected
 AH4335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4335.
 AH4335.The orthometric height was determined by differential leveling and
 AH4335.adjusted in June 2000.
 AH4335
 AH4335.No vertical observational check was made to the station.
 AH4335
 AH4335.Photographs are available for this station.
 AH4335
 AH4335.The dynamic height is computed by dividing the NAVD 88
 AH4335.geopotential number by the normal gravity value computed on the
 AH4335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4335.degrees latitude (g = 980.6199 gals.).
 AH4335
 AH4335.The modeled gravity was interpolated from observed gravity values.
 AH4335
 AH4335;                    North         East    Units  Estimated Accuracy
 AH4335;SPC MN S     -   295,116.0     858,575.7     MT  (+/- 3 meters HH1 GPS) 
 AH4335
 AH4335                          SUPERSEDED SURVEY CONTROL
 AH4335
 AH4335.No superseded survey control is available for this station.
 AH4335
 AH4335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7940455616(NAD 83)
 AH4335
 AH4335_MARKER: DV = VERTICAL CONTROL DISK
 AH4335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4335_SP_SET: BRIDGE RAILING
 AH4335_STAMPING: 1982 AG 1981
 AH4335_MARK LOGO: MNDT  
 AH4335_PROJECTION: FLUSH
 AH4335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4335+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4335
 AH4335  HISTORY     - Date     Condition        Report By
 AH4335  HISTORY     - 1981     MONUMENTED       MNDT
 AH4335  HISTORY     - 20021105 GOOD             USPSQD
 AH4335  HISTORY     - 20051129 GOOD             USPSQD
 AH4335  HISTORY     - 20070618 GOOD             MNDT
 AH4335
 AH4335                          STATION DESCRIPTION
 AH4335
 AH4335'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4335'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, AT THE 138TH STREET
 AH4335'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 94.3, AND
 AH4335'IN THE SE 1/4 OF SECTION 19, T115N, R20W.  THE MARK IS 16.5 FEET SOUTH
 AH4335'OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF EASTBOUND 138TH
 AH4335'STREET, 29.5 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4335'RAILING, 15.5 FEET WEST - NORTHWEST OF THE EAST CORNER OF THE BRIDGE
 AH4335'FENCE, AND 6.5 FEET NORTH OF THE BRIDGE FENCE.  THE MARK, A STANDARD
 AH4335'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AG 1981---, IS SET
 AH4335'IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE
 AH4335'(NUMBERED 19866).
 AH4335
 AH4335                          STATION RECOVERY (2002)
 AH4335
 AH4335'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4335'MARK RECOVERED AS DESCRIBED EXCEPT THAT 138ST. IS NOW CALLED COUNTY
 AH4335'ROAD 38 OR MCANDREWS RD.
 AH4335
 AH4335                          STATION RECOVERY (2005)
 AH4335
 AH4335'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4335'RECOVERED IN GOOD CONDITION.
 AH4335
 AH4335                          STATION RECOVERY (2007)
 AH4335
 AH4335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4335'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4335'8.5 MI (13.7 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.3 MI (10.1 KM)
 AH4335'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4335' 
 AH4335'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4335'POINT 94.3, IN THE TOP OF RAILING AT SOUTHEAST CORNER OF 138TH STREET
 AH4335'BRIDGE 19866 OVER INTERSTATE HIGHWAY 35E, GO 16.5 FT (5.0 M) SOUTH OF
 AH4335'EASTBOUND 138TH STREET, 29.5 FT (9.0 M) WEST OF THE SOUTHEAST CORNER
 AH4335'OF BRIDGE RAILING, 15.5 FT (4.7 M) WEST-NORTHWEST OF EAST CORNER OF
 AH4335'BRIDGE FENCE, 6.5 FT (2.0 M) NORTH OF BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4334 ***********************************************************************
 AH4334  DESIGNATION -  1982 AG 1
 AH4334  PID         -  AH4334
 AH4334  STATE/COUNTY-  MN/DAKOTA
 AH4334  COUNTRY     -  US
 AH4334  USGS QUAD   -  BLOOMINGTON (1997)
 AH4334
 AH4334                         *CURRENT SURVEY CONTROL
 AH4334  ______________________________________________________________________
 AH4334* NAD 83(1986) POSITION- 44 45 12.69   (N) 093 15 38.29   (W)   HD_HELD1  
 AH4334* NAVD 88 ORTHO HEIGHT -   313.474  (meters)    1028.46  (feet) ADJUSTED  
 AH4334  ______________________________________________________________________
 AH4334  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 AH4334  DYNAMIC HEIGHT  -        313.459 (meters)     1028.41  (feet) COMP
 AH4334  MODELED GRAVITY -    980,559.2   (mgal)                       NAVD 88
 AH4334
 AH4334  VERT ORDER      -  SECOND    CLASS I
 AH4334
 AH4334.The horizontal coordinates were established by differentially corrected
 AH4334.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4334.
 AH4334.The orthometric height was determined by differential leveling and
 AH4334.adjusted in June 2000.
 AH4334
 AH4334.Photographs are available for this station.
 AH4334
 AH4334.The dynamic height is computed by dividing the NAVD 88
 AH4334.geopotential number by the normal gravity value computed on the
 AH4334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4334.degrees latitude (g = 980.6199 gals.).
 AH4334
 AH4334.The modeled gravity was interpolated from observed gravity values.
 AH4334
 AH4334;                    North         East    Units  Estimated Accuracy
 AH4334;SPC MN S     -   295,102.4     858,541.1     MT  (+/- 3 meters HH1 GPS) 
 AH4334
 AH4334                          SUPERSEDED SURVEY CONTROL
 AH4334
 AH4334.No superseded survey control is available for this station.
 AH4334
 AH4334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7937055603(NAD 83)
 AH4334
 AH4334_MARKER: DV = VERTICAL CONTROL DISK
 AH4334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4334_STAMPING: 1982 AG 1 1989
 AH4334_MARK LOGO: MNDT  
 AH4334_PROJECTION: FLUSH
 AH4334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4334+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4334_ROD/PIPE-DEPTH:  4.6 meters
 AH4334
 AH4334  HISTORY     - Date     Condition        Report By
 AH4334  HISTORY     - 1989     MONUMENTED       MNDT
 AH4334  HISTORY     - 20070618 GOOD             MNDT
 AH4334
 AH4334                          STATION DESCRIPTION
 AH4334
 AH4334'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4334'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, NEAR THE 138TH STREET
 AH4334'BRIDGE OVER INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E MILEPOINT 94.3, AND
 AH4334'IN THE SE 1/4 OF SECTION 19, T115N, R20W.  THE MARK IS 74.8 FEET
 AH4334'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND 35E, 40.4 FEET WEST -
 AH4334'SOUTHWEST OF THE MOST WESTERLY PILLAR OF THE EAST PILLARS OF THE
 AH4334'BRIDGE, 33.4 FEET EAST - NORTHEAST OF THE SOUTH ONE OF TWO STEEL SIGN
 AH4334'POSTS (138TH STREET), AND 0.7 FEET NORTH OF A STEEL WITNESS POST. THE
 AH4334'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4334'STAMPED---1982 AG 1 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AH4334'INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AH4334'GROUND.
 AH4334
 AH4334                          STATION RECOVERY (2007)
 AH4334
 AH4334'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4334'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF FARMINGTON,
 AH4334'8.4 MI (13.5 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.3 MI (10.1 KM)
 AH4334'SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4334' 
 AH4334'TO REACH TO THE MARK AT BURNSVILLE, AT INTERSTATE HIGHWAY 35E MILE
 AH4334'POINT 94.3, NEAR 138TH STREET BRIDGE OVER INTERSTATE HIGHWAY 35E, GO
 AH4334'74.8 FT (22.8 M) SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E, 40.4
 AH4334'FT (12.3 M) WEST-SOUTHWEST OF WESTERN MOST PILLAR ON EAST SIDE OF
 AH4334'BRIDGE, 33.4 FT (10.2 M) EAST-NORTHEAST OF SOUTHERN MOST SIGN POSTS
 AH4334'0.7 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4338 ***********************************************************************
 AH4338  DESIGNATION -  1982 AH
 AH4338  PID         -  AH4338
 AH4338  STATE/COUNTY-  MN/DAKOTA
 AH4338  COUNTRY     -  US
 AH4338  USGS QUAD   -  ST PAUL SW (1993)
 AH4338
 AH4338                         *CURRENT SURVEY CONTROL
 AH4338  ______________________________________________________________________
 AH4338* NAD 83(1986) POSITION- 44 45 32.96   (N) 093 14 54.32   (W)   HD_HELD1  
 AH4338* NAVD 88 ORTHO HEIGHT -   309.816  (meters)    1016.45  (feet) ADJUSTED  
 AH4338  ______________________________________________________________________
 AH4338  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH4338  DYNAMIC HEIGHT  -        309.801 (meters)     1016.41  (feet) COMP
 AH4338  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 AH4338
 AH4338  VERT ORDER      -  SECOND    CLASS I
 AH4338
 AH4338.The horizontal coordinates were established by differentially corrected
 AH4338.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4338.
 AH4338.The orthometric height was determined by differential leveling and
 AH4338.adjusted in June 2000.
 AH4338
 AH4338.Photographs are available for this station.
 AH4338
 AH4338.The dynamic height is computed by dividing the NAVD 88
 AH4338.geopotential number by the normal gravity value computed on the
 AH4338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4338.degrees latitude (g = 980.6199 gals.).
 AH4338
 AH4338.The modeled gravity was interpolated from observed gravity values.
 AH4338
 AH4338;                    North         East    Units  Estimated Accuracy
 AH4338;SPC MN S     -   295,736.9     859,502.4     MT  (+/- 3 meters HH1 GPS) 
 AH4338
 AH4338                          SUPERSEDED SURVEY CONTROL
 AH4338
 AH4338.No superseded survey control is available for this station.
 AH4338
 AH4338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8033856226(NAD 83)
 AH4338
 AH4338_MARKER: DV = VERTICAL CONTROL DISK
 AH4338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4338_SP_SET: BRIDGE RAILING
 AH4338_STAMPING: 1982 AH 1981
 AH4338_MARK LOGO: MNDT  
 AH4338_PROJECTION: FLUSH
 AH4338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4338+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4338
 AH4338  HISTORY     - Date     Condition        Report By
 AH4338  HISTORY     - 1981     MONUMENTED       MNDT
 AH4338  HISTORY     - 20021201 GOOD             USPSQD
 AH4338  HISTORY     - 20051129 GOOD             USPSQD
 AH4338  HISTORY     - 20070618 GOOD             MNDT
 AH4338
 AH4338                          STATION DESCRIPTION
 AH4338
 AH4338'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4338'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, IN THE NORTH BRIDGE AT
 AH4338'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN THE
 AH4338'NW 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 20.0 FEET SOUTH OF THE
 AH4338'CENTERLINE OF SOUTHBOUND HIGHWAY 35E, AND 1.0 FOOT EAST OF THE
 AH4338'SOUTHWEST CORNER OF THE SOUTH RAILING OF THE BRIDGE.  THE MARK, A
 AH4338'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AH
 AH4338'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF
 AH4338'BRIDGE NUMBER 19813 (SOUTHBOUND HIGHWAY 35E OVER HIGHWAY 11).
 AH4338
 AH4338                          STATION RECOVERY (2002)
 AH4338
 AH4338'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4338'RECOVERED IN GOOD CONDITION.
 AH4338
 AH4338                          STATION RECOVERY (2005)
 AH4338
 AH4338'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4338'RECOVERED IN GOOD CONDITION.
 AH4338
 AH4338                          STATION RECOVERY (2007)
 AH4338
 AH4338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4338'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4338'FARMINGTON, 9.1 MI (14.6 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.2 MI
 AH4338'(10.0 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4338' 
 AH4338'TO REACH TO THE MARK AT BURNSVILLE, IN THE TOP OF RAILING AT SOUTHWEST
 AH4338'CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35E BRIDGE 19813 OVER COUNTY
 AH4338'ROAD 11, GO 20.0 FT (6.1 M) SOUTH OF INTERSTATE HIGHWAY 35E, 1.0 FT
 AH4338'(0.3 M) EAST OF THE SOUTHWEST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4337 ***********************************************************************
 AH4337  DESIGNATION -  1982 AJ
 AH4337  PID         -  AH4337
 AH4337  STATE/COUNTY-  MN/DAKOTA
 AH4337  COUNTRY     -  US
 AH4337  USGS QUAD   -  ST PAUL SW (1993)
 AH4337
 AH4337                         *CURRENT SURVEY CONTROL
 AH4337  ______________________________________________________________________
 AH4337* NAD 83(1986) POSITION- 44 45 31.93   (N) 093 14 54.20   (W)   HD_HELD1  
 AH4337* NAVD 88 ORTHO HEIGHT -   309.774  (meters)    1016.32  (feet) ADJUSTED  
 AH4337  ______________________________________________________________________
 AH4337  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH4337  DYNAMIC HEIGHT  -        309.759 (meters)     1016.27  (feet) COMP
 AH4337  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 AH4337
 AH4337  VERT ORDER      -  SECOND    CLASS I
 AH4337
 AH4337.The horizontal coordinates were established by differentially corrected
 AH4337.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4337.
 AH4337.The orthometric height was determined by differential leveling and
 AH4337.adjusted in June 2000.
 AH4337
 AH4337.Photographs are available for this station.
 AH4337
 AH4337.The dynamic height is computed by dividing the NAVD 88
 AH4337.geopotential number by the normal gravity value computed on the
 AH4337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4337.degrees latitude (g = 980.6199 gals.).
 AH4337
 AH4337.The modeled gravity was interpolated from observed gravity values.
 AH4337
 AH4337;                    North         East    Units  Estimated Accuracy
 AH4337;SPC MN S     -   295,705.1     859,505.3     MT  (+/- 3 meters HH1 GPS) 
 AH4337
 AH4337                          SUPERSEDED SURVEY CONTROL
 AH4337
 AH4337.No superseded survey control is available for this station.
 AH4337
 AH4337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8034156194(NAD 83)
 AH4337
 AH4337_MARKER: DV = VERTICAL CONTROL DISK
 AH4337_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4337_SP_SET: BRIDGE RAILING
 AH4337_STAMPING: 1982 AJ 1981
 AH4337_MARK LOGO: MNDT  
 AH4337_PROJECTION: FLUSH
 AH4337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4337+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4337
 AH4337  HISTORY     - Date     Condition        Report By
 AH4337  HISTORY     - 1981     MONUMENTED       MNDT
 AH4337  HISTORY     - 20021201 GOOD             USPSQD
 AH4337  HISTORY     - 20051129 GOOD             USPSQD
 AH4337  HISTORY     - 20070618 GOOD             MNDT
 AH4337
 AH4337                          STATION DESCRIPTION
 AH4337
 AH4337'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4337'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, IN THE SOUTH BRIDGE AT
 AH4337'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN THE
 AH4337'NW 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 26.0 FEET SOUTH -
 AH4337'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E, 28.0 FEET NORTH
 AH4337'OF THE STEEL LEG OF A SIGN (ZOO - MINNESOTA ZOOLOGICAL GARDEN), AND
 AH4337'1.4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH RAILING OF THE
 AH4337'BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4337'STAMPED---1982 AJ 1981---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4337'SOUTHWEST CORNER OF BRIDGE NUMBER 19814 (NORTHBOUND HIGHWAY 35E OVER
 AH4337'HIGHWAY 11).
 AH4337
 AH4337                          STATION RECOVERY (2002)
 AH4337
 AH4337'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4337'RECOVERED IN GOOD CONDITION.
 AH4337
 AH4337                          STATION RECOVERY (2005)
 AH4337
 AH4337'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4337'RECOVERED IN GOOD CONDITION.
 AH4337
 AH4337                          STATION RECOVERY (2007)
 AH4337
 AH4337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4337'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4337'FARMINGTON, 9.1 MI (14.6 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.2 MI
 AH4337'(10.0 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4337' 
 AH4337'TO REACH TO THE MARK AT BURNSVILLE, IN THE TOP OF RAILING AT SOUTHWEST
 AH4337'CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35 BRIDGE 19814 OVER COUNTY
 AH4337'ROAD 11, GO 26.0 FT (7.9 M) SOUTH-SOUTHEAST OF NORTHBOUND INTERSTATE
 AH4337'HIGHWAY 35E, 28.0 FT (8.5 M) NORTH OF STEEL LEG FOR MINNESOTA
 AH4337'ZOOLOGICAL GARDEN SIGN, 1.4 FT (0.4 M) NORTHEAST OF THE SOUTHWEST
 AH4337'CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4340 ***********************************************************************
 AH4340  DESIGNATION -  1982 AK
 AH4340  PID         -  AH4340
 AH4340  STATE/COUNTY-  MN/DAKOTA
 AH4340  COUNTRY     -  US
 AH4340  USGS QUAD   -  ST PAUL SW (1993)
 AH4340
 AH4340                         *CURRENT SURVEY CONTROL
 AH4340  ______________________________________________________________________
 AH4340* NAD 83(1986) POSITION- 44 45 33.44   (N) 093 14 51.24   (W)   HD_HELD1  
 AH4340* NAVD 88 ORTHO HEIGHT -   310.139  (meters)    1017.51  (feet) ADJUSTED  
 AH4340  ______________________________________________________________________
 AH4340  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH4340  DYNAMIC HEIGHT  -        310.124 (meters)     1017.47  (feet) COMP
 AH4340  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 AH4340
 AH4340  VERT ORDER      -  SECOND    CLASS I
 AH4340
 AH4340.The horizontal coordinates were established by differentially corrected
 AH4340.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4340.
 AH4340.The orthometric height was determined by differential leveling and
 AH4340.adjusted in June 2000.
 AH4340
 AH4340.Photographs are available for this station.
 AH4340
 AH4340.The dynamic height is computed by dividing the NAVD 88
 AH4340.geopotential number by the normal gravity value computed on the
 AH4340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4340.degrees latitude (g = 980.6199 gals.).
 AH4340
 AH4340.The modeled gravity was interpolated from observed gravity values.
 AH4340
 AH4340;                    North         East    Units  Estimated Accuracy
 AH4340;SPC MN S     -   295,752.3     859,570.0     MT  (+/- 3 meters HH1 GPS) 
 AH4340
 AH4340                          SUPERSEDED SURVEY CONTROL
 AH4340
 AH4340.No superseded survey control is available for this station.
 AH4340
 AH4340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8040656240(NAD 83)
 AH4340
 AH4340_MARKER: DV = VERTICAL CONTROL DISK
 AH4340_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4340_SP_SET: BRIDGE RAILING
 AH4340_STAMPING: 1982 AK 1981
 AH4340_MARK LOGO: MNDT  
 AH4340_PROJECTION: FLUSH
 AH4340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4340+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4340
 AH4340  HISTORY     - Date     Condition        Report By
 AH4340  HISTORY     - 1981     MONUMENTED       MNDT
 AH4340  HISTORY     - 20021201 GOOD             USPSQD
 AH4340  HISTORY     - 20051129 GOOD             USPSQD
 AH4340  HISTORY     - 20070618 GOOD             MNDT
 AH4340
 AH4340                          STATION DESCRIPTION
 AH4340
 AH4340'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4340'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, IN THE SOUTH BRIDGE
 AH4340'AT THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN
 AH4340'THE NE 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 25.0 FEET SOUTH -
 AH4340'SOUTHEAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E, 21.4 FEET WEST
 AH4340'OF THE NORTH STEEL LEG OF A SIGN (APPLE VALLEY), AND 0.8 FOOT
 AH4340'SOUTHWEST OF THE SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4340'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4340'STAMPED---1982 AK 1981---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4340'SOUTHEAST CORNER OF BRIDGE NUMBER 19814 (NORTHBOUND HIGHWAY 35E OVER
 AH4340'HIGHWAY 11).
 AH4340
 AH4340                          STATION RECOVERY (2002)
 AH4340
 AH4340'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4340'RECOVERED IN GOOD CONDITION.
 AH4340
 AH4340                          STATION RECOVERY (2005)
 AH4340
 AH4340'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4340'RECOVERED IN GOOD CONDITION.
 AH4340
 AH4340                          STATION RECOVERY (2007)
 AH4340
 AH4340'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4340'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4340'FARMINGTON, 9.2 MI (14.8 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.2 MI
 AH4340'(10.0 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4340' 
 AH4340'TO REACH TO THE MARK IN APPLE VALLEY, AT THE JUNCTION OF INTERSTATE
 AH4340'HIGHWAY 35E AND COUNTY ROAD 11, IN RAILING AT SOUTHEAST CORNER OF
 AH4340'NORTHBOUND INTERSTATE HIGHWAY 35E BRIDGE 19814 OVER COUNTY ROAD 11, GO
 AH4340'25 FT (7.6 M) SOUTH-SOUTHEAST OF NORTHBOUND INTERSTATE HIGHWAY 35E,
 AH4340'21.4 FT (6.5 M) WEST OF NORTH LEG OF APPLE VALLEY SIGN, 0.8 FT (0.2 M)
 AH4340'SOUTHWEST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4339 ***********************************************************************
 AH4339  DESIGNATION -  1982 AL
 AH4339  PID         -  AH4339
 AH4339  STATE/COUNTY-  MN/DAKOTA
 AH4339  COUNTRY     -  US
 AH4339  USGS QUAD   -  ST PAUL SW (1993)
 AH4339
 AH4339                         *CURRENT SURVEY CONTROL
 AH4339  ______________________________________________________________________
 AH4339* NAD 83(1986) POSITION- 44 45 34.62   (N) 093 14 51.09   (W)   HD_HELD1  
 AH4339* NAVD 88 ORTHO HEIGHT -   310.145  (meters)    1017.53  (feet) ADJUSTED  
 AH4339  ______________________________________________________________________
 AH4339  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH4339  DYNAMIC HEIGHT  -        310.131 (meters)     1017.49  (feet) COMP
 AH4339  MODELED GRAVITY -    980,560.1   (mgal)                       NAVD 88
 AH4339
 AH4339  VERT ORDER      -  SECOND    CLASS I
 AH4339
 AH4339.The horizontal coordinates were established by differentially corrected
 AH4339.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4339.
 AH4339.The orthometric height was determined by differential leveling and
 AH4339.adjusted in June 2000.
 AH4339
 AH4339.Photographs are available for this station.
 AH4339
 AH4339.The dynamic height is computed by dividing the NAVD 88
 AH4339.geopotential number by the normal gravity value computed on the
 AH4339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4339.degrees latitude (g = 980.6199 gals.).
 AH4339
 AH4339.The modeled gravity was interpolated from observed gravity values.
 AH4339
 AH4339;                    North         East    Units  Estimated Accuracy
 AH4339;SPC MN S     -   295,788.8     859,572.9     MT  (+/- 3 meters HH1 GPS) 
 AH4339
 AH4339                          SUPERSEDED SURVEY CONTROL
 AH4339
 AH4339.No superseded survey control is available for this station.
 AH4339
 AH4339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8040956277(NAD 83)
 AH4339
 AH4339_MARKER: DV = VERTICAL CONTROL DISK
 AH4339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4339_SP_SET: BRIDGE RAILING
 AH4339_STAMPING: 1982 AL 1981
 AH4339_MARK LOGO: MNDT  
 AH4339_PROJECTION: FLUSH
 AH4339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4339+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4339
 AH4339  HISTORY     - Date     Condition        Report By
 AH4339  HISTORY     - 1981     MONUMENTED       MNDT
 AH4339  HISTORY     - 20021201 GOOD             USPSQD
 AH4339  HISTORY     - 20051129 GOOD             USPSQD
 AH4339  HISTORY     - 20070618 GOOD             MNDT
 AH4339
 AH4339                          STATION DESCRIPTION
 AH4339
 AH4339'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4339'THE MARK IS LOCATED IN THE CITY OF APPLE VALLEY, IN THE NORTH BRIDGE
 AH4339'AT THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11, AND IN
 AH4339'THE NE 1/4 OF SECTION 20, T115N, R20W.  THE MARK IS 18.5 FEET SOUTH OF
 AH4339'THE CENTERLINE OF SOUTHBOUND HIGHWAY 35E, AND 1.2 FEET WEST OF THE
 AH4339'SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE.  THE MARK, A
 AH4339'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AL
 AH4339'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4339'BRIDGE NUMBER 19813 (SOUTHBOUND HIGHWAY 35E OVER HIGHWAY 11).
 AH4339
 AH4339                          STATION RECOVERY (2002)
 AH4339
 AH4339'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4339'RECOVERED IN GOOD CONDITION.
 AH4339
 AH4339                          STATION RECOVERY (2005)
 AH4339
 AH4339'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4339'RECOVERED IN GOOD CONDITION.
 AH4339
 AH4339                          STATION RECOVERY (2007)
 AH4339
 AH4339'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4339'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF
 AH4339'FARMINGTON, 9.2 MI (14.8 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.1 MI
 AH4339'(9.8 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 AH4339' 
 AH4339'TO REACH TO THE MARK AT APPLE VALLEY, IN THE TOP OF RAILING AT
 AH4339'SOUTHEAST CORNER OF SOUTHBOUND INTERSTATE HIGHWAY 35E BRIDGE 19813
 AH4339'OVER COUNTY ROAD 11, GO 18.5 FT (5.6 M) SOUTH OF INTERSTATE HIGHWAY
 AH4339'35E, 1.2 FT (0.4 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING OF
 AH4339'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4341 ***********************************************************************
 AH4341  DESIGNATION -  1982 AM
 AH4341  PID         -  AH4341
 AH4341  STATE/COUNTY-  MN/DAKOTA
 AH4341  COUNTRY     -  US
 AH4341  USGS QUAD   -  ST PAUL SW (1993)
 AH4341
 AH4341                         *CURRENT SURVEY CONTROL
 AH4341  ______________________________________________________________________
 AH4341* NAD 83(1986) POSITION- 44 46 03.     (N) 093 14 13.     (W)   SCALED    
 AH4341* NAVD 88 ORTHO HEIGHT -   298.458  (meters)     979.19  (feet) ADJUSTED  
 AH4341  ______________________________________________________________________
 AH4341  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 AH4341  DYNAMIC HEIGHT  -        298.443 (meters)      979.14  (feet) COMP
 AH4341  MODELED GRAVITY -    980,560.7   (mgal)                       NAVD 88
 AH4341
 AH4341  VERT ORDER      -  SECOND    CLASS I
 AH4341
 AH4341.The horizontal coordinates were scaled from a topographic map and have
 AH4341.an estimated accuracy of +/- 6 seconds.
 AH4341.
 AH4341.The orthometric height was determined by differential leveling and
 AH4341.adjusted in June 2000.
 AH4341
 AH4341.The dynamic height is computed by dividing the NAVD 88
 AH4341.geopotential number by the normal gravity value computed on the
 AH4341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4341.degrees latitude (g = 980.6199 gals.).
 AH4341
 AH4341.The modeled gravity was interpolated from observed gravity values.
 AH4341
 AH4341;                    North         East    Units  Estimated Accuracy
 AH4341;SPC MN S     -   296,670.      860,400.      MT  (+/- 180 meters Scaled)
 AH4341
 AH4341                          SUPERSEDED SURVEY CONTROL
 AH4341
 AH4341.No superseded survey control is available for this station.
 AH4341
 AH4341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK812571(NAD 83)
 AH4341
 AH4341_MARKER: DV = VERTICAL CONTROL DISK
 AH4341_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4341_STAMPING: 1982 AM 1981
 AH4341_MARK LOGO: MNDT  
 AH4341_PROJECTION: FLUSH
 AH4341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4341
 AH4341  HISTORY     - Date     Condition        Report By
 AH4341  HISTORY     - 1981     MONUMENTED       MNDT
 AH4341  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 AH4341  HISTORY     - 20061030 MARK NOT FOUND   MNDT
 AH4341
 AH4341                          STATION DESCRIPTION
 AH4341
 AH4341'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4341'THE MARK IS LOCATED IN THE CITY OF BURNSVILLE, 0.3 MILE NORTHEAST OF
 AH4341'THE JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 11 OR 1.1 MILES
 AH4341'SOUTHWEST OF THE JUNCTION OF HIGHWAY 35E AND TRUNK HIGHWAY 77, AND IN
 AH4341'THE NW 1/4 OF SECTION 16, T115N, R20W.  THE MARK IS 127.0 FEET
 AH4341'NORTHWEST OF OF THE CENTERLINE OF SOUTHBOUND HIGHWAY 35E (AT STATION
 AH4341'262+10), 21.0 FEET NORTHEAST OF A 12 INCH DIAMETER OAK TREE,41.5 FEET
 AH4341'EAST-SOUTHEAST OF THE CENTER OF A MANHOLE, 65.5 FEET NORTHWEST OF A
 AH4341'RIGHT - WAY - POST, AND 9.5 FEET SOUTH-SOUTHWEST OF A STEEL WITNESS
 AH4341'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4341'STAMPED---1982 AM 1981---, IS CRIMPED ONTO THE TOP OF A DRIVEN (TO AN
 AH4341'UNKNOWN DEPTH) 5/8 INCH DIAMETER COPPER-CLAD STEEL (MAGNETIC) ROD AND
 AH4341'IS FLUSH WITH THE GROUND.
 AH4341
 AH4341                          STATION RECOVERY (2004)
 AH4341
 AH4341'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4341'MARK NOT FOUND, USPSQD, JRD
 AH4341
 AH4341                          STATION RECOVERY (2006)
 AH4341
 AH4341'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 AH4341'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4343 ***********************************************************************
 AH4343  DESIGNATION -  1982 AN
 AH4343  PID         -  AH4343
 AH4343  STATE/COUNTY-  MN/DAKOTA
 AH4343  COUNTRY     -  US
 AH4343  USGS QUAD   -  ST PAUL SW (1993)
 AH4343
 AH4343                         *CURRENT SURVEY CONTROL
 AH4343  ______________________________________________________________________
 AH4343* NAD 83(1986) POSITION- 44 46 38.9    (N) 093 13 02.1    (W)   HD_HELD2  
 AH4343* NAVD 88 ORTHO HEIGHT -   310.439  (meters)    1018.50  (feet) ADJUSTED  
 AH4343  ______________________________________________________________________
 AH4343  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4343  DYNAMIC HEIGHT  -        310.425 (meters)     1018.45  (feet) COMP
 AH4343  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 AH4343
 AH4343  VERT ORDER      -  SECOND    CLASS I
 AH4343
 AH4343.The horizontal coordinates were established by autonomous hand held GPS
 AH4343.observations and have an estimated accuracy of +/- 10 meters.
 AH4343.
 AH4343.The orthometric height was determined by differential leveling and
 AH4343.adjusted in June 2000.
 AH4343
 AH4343.Photographs are available for this station.
 AH4343
 AH4343.The dynamic height is computed by dividing the NAVD 88
 AH4343.geopotential number by the normal gravity value computed on the
 AH4343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4343.degrees latitude (g = 980.6199 gals.).
 AH4343
 AH4343.The modeled gravity was interpolated from observed gravity values.
 AH4343
 AH4343;                    North         East    Units  Estimated Accuracy
 AH4343;SPC MN S     -   297,795.      861,951.      MT  (+/- 10 meters HH2 GPS)
 AH4343
 AH4343                          SUPERSEDED SURVEY CONTROL
 AH4343
 AH4343.No superseded survey control is available for this station.
 AH4343
 AH4343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8281158253(NAD 83)
 AH4343
 AH4343_MARKER: DV = VERTICAL CONTROL DISK
 AH4343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4343_SP_SET: BRIDGE RAILING
 AH4343_STAMPING: 1982 AN 1981
 AH4343_MARK LOGO: MNDT  
 AH4343_PROJECTION: FLUSH
 AH4343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4343+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4343
 AH4343  HISTORY     - Date     Condition        Report By
 AH4343  HISTORY     - 1981     MONUMENTED       MNDT
 AH4343  HISTORY     - 20040915 GOOD             USPSQD
 AH4343  HISTORY     - 20051129 GOOD             USPSQD
 AH4343  HISTORY     - 20070618 GOOD             MNDT
 AH4343
 AH4343                          STATION DESCRIPTION
 AH4343
 AH4343'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4343'THE MARK IS LOCATED IN THE CITY OF EAGAN AT THE SOUTHBOUND TRUNK
 AH4343'HIGHWAY 77 (CEDAR AVENUE) BRIDGE OVER INTERSTATE HIGHWAY 35E, AND AND
 AH4343'IN THE SW 1/4 OF SECTION 31, T27N, R23W.  THE MARK IS 31.0 FEET EAST
 AH4343'OF THE CENTERLINE OF SOUTHBOUND HIGHWAY 77, 29.4 FEET NORTH OF THE
 AH4343'SOUTH END OF THE EAST BRIDGE RAILING, AND 111.2 FEET NORTH - NORTHWEST
 AH4343'OF THE CENTER OF A LARGE STEEL OVERHEAD SIGN POST.  THE MARK, A
 AH4343'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AN
 AH4343'1981---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4343'THE BRIDGE (NUMBERED 19859).
 AH4343
 AH4343                          STATION RECOVERY (2004)
 AH4343
 AH4343'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4343'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4343
 AH4343                          STATION RECOVERY (2005)
 AH4343
 AH4343'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4343'RECOVERED IN GOOD CONDITION.
 AH4343
 AH4343                          STATION RECOVERY (2007)
 AH4343
 AH4343'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4343'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF COATES,
 AH4343'9.9 MI (15.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4343'KM) SOUTHEAST OF BLOOMINGTON.
 AH4343' 
 AH4343'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT SOUTHEAST
 AH4343'CORNER OF SOUTH BOUND TRUNK HIGHWAY 77 BRIDGE 19859 OVER INTERSTATE
 AH4343'HIGHWAY 35E, GO 31 FT (9.4 M) EAST OF SOUTH BOUND TRUNK HIGHWAY 77,
 AH4343'29.4 FT (9.0 M) NORTH OF SOUTH END OF EAST BRIDGE RAILING, 120.0 FT
 AH4343'(36.6 M) NORTH-NORTHWEST OF LARGE STEEL OVERHEAD SIGN POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4344 ***********************************************************************
 AH4344  DESIGNATION -  1982 AP
 AH4344  PID         -  AH4344
 AH4344  STATE/COUNTY-  MN/DAKOTA
 AH4344  COUNTRY     -  US
 AH4344  USGS QUAD   -  ST PAUL SW (1993)
 AH4344
 AH4344                         *CURRENT SURVEY CONTROL
 AH4344  ______________________________________________________________________
 AH4344* NAD 83(1986) POSITION- 44 46 39.65   (N) 093 13 00.68   (W)   HD_HELD1  
 AH4344* NAVD 88 ORTHO HEIGHT -   309.934  (meters)    1016.84  (feet) ADJUSTED  
 AH4344  ______________________________________________________________________
 AH4344  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4344  DYNAMIC HEIGHT  -        309.920 (meters)     1016.80  (feet) COMP
 AH4344  MODELED GRAVITY -    980,560.5   (mgal)                       NAVD 88
 AH4344
 AH4344  VERT ORDER      -  SECOND    CLASS I
 AH4344
 AH4344.The horizontal coordinates were established by differentially corrected
 AH4344.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4344.
 AH4344.The orthometric height was determined by differential leveling and
 AH4344.adjusted in June 2000.
 AH4344
 AH4344.Photographs are available for this station.
 AH4344
 AH4344.The dynamic height is computed by dividing the NAVD 88
 AH4344.geopotential number by the normal gravity value computed on the
 AH4344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4344.degrees latitude (g = 980.6199 gals.).
 AH4344
 AH4344.The modeled gravity was interpolated from observed gravity values.
 AH4344
 AH4344;                    North         East    Units  Estimated Accuracy
 AH4344;SPC MN S     -   297,818.8     861,981.7     MT  (+/- 3 meters HH1 GPS) 
 AH4344
 AH4344                          SUPERSEDED SURVEY CONTROL
 AH4344
 AH4344.No superseded survey control is available for this station.
 AH4344
 AH4344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8284258276(NAD 83)
 AH4344
 AH4344_MARKER: DV = VERTICAL CONTROL DISK
 AH4344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4344_SP_SET: BRIDGE RAILING
 AH4344_STAMPING: 1982 AP 1981
 AH4344_MARK LOGO: MNDT  
 AH4344_PROJECTION: FLUSH
 AH4344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4344+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4344
 AH4344  HISTORY     - Date     Condition        Report By
 AH4344  HISTORY     - 1981     MONUMENTED       MNDT
 AH4344  HISTORY     - 20021012 GOOD             USPSQD
 AH4344  HISTORY     - 20040915 GOOD             USPSQD
 AH4344  HISTORY     - 20051129 GOOD             USPSQD
 AH4344  HISTORY     - 20070618 GOOD             MNDT
 AH4344
 AH4344                          STATION DESCRIPTION
 AH4344
 AH4344'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4344'THE MARK IS LOCATED IN THE CITY OF EAGAN AT THE NORTHBOUND TRUNK
 AH4344'HIGHWAY 77 (CEDAR AVENUE) BRIDGE OVER INTERSTATE HIGHWAY 35E, AND AND
 AH4344'IN THE SE 1/4 OF SECTION 31, T27N, R23W.  THE MARK IS 18.0 FEET EAST
 AH4344'OF THE CENTERLINE OF NORTHBOUND HIGHWAY 35E LOOP TO HIGHWAY 77, 26.5
 AH4344'FEET NORTH OF THE SOUTH END OF THE EAST BRIDGE RAILING, AND 10.5 FEET
 AH4344'SOUTH OF A LIGHT STANDARD (NUMBERED E1J-AR52).  THE MARK, A STANDARD
 AH4344'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AP 1981---, IS SET
 AH4344'IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE
 AH4344'(NUMBERED 19860).
 AH4344
 AH4344                          STATION RECOVERY (2002)
 AH4344
 AH4344'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4344'RECOVERED IN GOOD CONDITION.
 AH4344
 AH4344                          STATION RECOVERY (2004)
 AH4344
 AH4344'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4344'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4344
 AH4344                          STATION RECOVERY (2005)
 AH4344
 AH4344'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4344'RECOVERED IN GOOD CONDITION.
 AH4344
 AH4344                          STATION RECOVERY (2007)
 AH4344
 AH4344'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4344'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF COATES,
 AH4344'9.8 MI (15.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4344'KM) SOUTHEAST OF BLOOMINGTON.
 AH4344' 
 AH4344'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING ON NORTHBOUND
 AH4344'TRUNK HIGHWAY 77 BRIDGE 19860 OVER INTERSTATE HIGHWAY 35E, GO 18 FT
 AH4344'(5.5 M) EAST OF NORTHBOUND LOOP TO TRUNK HIGHWAY 77, 26.5 FT (8.1 M)
 AH4344'NORTH OF SOUTH END OF EAST BRIDGE RAILING, 10.5 FT (3.2 M) SOUTH OF
 AH4344'LIGHT STANDARD E1J-AR52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4345 ***********************************************************************
 AH4345  DESIGNATION -  1982 AQ
 AH4345  PID         -  AH4345
 AH4345  STATE/COUNTY-  MN/DAKOTA
 AH4345  COUNTRY     -  US
 AH4345  USGS QUAD   -  ST PAUL SW (1993)
 AH4345
 AH4345                         *CURRENT SURVEY CONTROL
 AH4345  ______________________________________________________________________
 AH4345* NAD 83(1986) POSITION- 44 46 45.04   (N) 093 13 02.18   (W)   HD_HELD1  
 AH4345* NAVD 88 ORTHO HEIGHT -   306.918  (meters)    1006.95  (feet) ADJUSTED  
 AH4345  ______________________________________________________________________
 AH4345  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4345  DYNAMIC HEIGHT  -        306.903 (meters)     1006.90  (feet) COMP
 AH4345  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 AH4345
 AH4345  VERT ORDER      -  SECOND    CLASS I
 AH4345
 AH4345.The horizontal coordinates were established by differentially corrected
 AH4345.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4345.
 AH4345.The orthometric height was determined by differential leveling and
 AH4345.adjusted in June 2000.
 AH4345
 AH4345.Photographs are available for this station.
 AH4345
 AH4345.The dynamic height is computed by dividing the NAVD 88
 AH4345.geopotential number by the normal gravity value computed on the
 AH4345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4345.degrees latitude (g = 980.6199 gals.).
 AH4345
 AH4345.The modeled gravity was interpolated from observed gravity values.
 AH4345
 AH4345;                    North         East    Units  Estimated Accuracy
 AH4345;SPC MN S     -   297,984.8     861,947.2     MT  (+/- 3 meters HH1 GPS) 
 AH4345
 AH4345                          SUPERSEDED SURVEY CONTROL
 AH4345
 AH4345.No superseded survey control is available for this station.
 AH4345
 AH4345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8280958443(NAD 83)
 AH4345
 AH4345_MARKER: DV = VERTICAL CONTROL DISK
 AH4345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4345_SP_SET: BRIDGE RAILING
 AH4345_STAMPING: 1982 AQ 1981
 AH4345_MARK LOGO: MNDT  
 AH4345_PROJECTION: FLUSH
 AH4345_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4345+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4345
 AH4345  HISTORY     - Date     Condition        Report By
 AH4345  HISTORY     - 1981     MONUMENTED       MNDT
 AH4345  HISTORY     - 20040915 GOOD             USPSQD
 AH4345  HISTORY     - 20051129 GOOD             USPSQD
 AH4345  HISTORY     - 20070618 GOOD             MNDT
 AH4345
 AH4345                          STATION DESCRIPTION
 AH4345
 AH4345'DESCRIBED BY MN DEPT OF TRANSP 1981 (OCO)
 AH4345'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4345'INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 77, AND IN THE SE 1/4 OF
 AH4345'SECTION 31, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4345'MONUMENT DISK STAMPED---1982 AQ 1981---, IS SET IN THE TOP OF THE
 AH4345'RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19859 (CARRYING
 AH4345'HIGHWAY 77 OVER HIGHWAY 35E).  THE MARK IS 25.0 FEET WEST OF THE
 AH4345'CENTERLINE OF NORTHBOUND HIGHWAY 77, AND 28.4 FEET SOUTH OF THE
 AH4345'NORTHWEST CORNER OF THE WEST BRIDGE RAILING.
 AH4345
 AH4345                          STATION RECOVERY (2004)
 AH4345
 AH4345'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4345'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4345
 AH4345                          STATION RECOVERY (2005)
 AH4345
 AH4345'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4345'RECOVERED IN GOOD CONDITION.
 AH4345
 AH4345                          STATION RECOVERY (2007)
 AH4345
 AH4345'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4345'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF COATES,
 AH4345'9.8 MI (15.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3
 AH4345'KM) SOUTHEAST OF BLOOMINGTON.
 AH4345' 
 AH4345'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4345'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4345'TRUNK HIGHWAY 77 BRIDGE 19860 OVER INTERSTATE HIGHWAY 35E, 25 FT (7.6
 AH4345'M) WEST OF TRUNK HIGHWAY 77, 28.4 FT (8.7 M) SOUTH OF THE NORTHWEST
 AH4345'CORNER OF WEST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4346 ***********************************************************************
 AH4346  DESIGNATION -  1982 AQ 1
 AH4346  PID         -  AH4346
 AH4346  STATE/COUNTY-  MN/DAKOTA
 AH4346  COUNTRY     -  US
 AH4346  USGS QUAD   -  ST PAUL SW (1993)
 AH4346
 AH4346                         *CURRENT SURVEY CONTROL
 AH4346  ______________________________________________________________________
 AH4346* NAD 83(1986) POSITION- 44 46 44.08   (N) 093 13 03.79   (W)   HD_HELD1  
 AH4346* NAVD 88 ORTHO HEIGHT -   306.784  (meters)    1006.51  (feet) ADJUSTED  
 AH4346  ______________________________________________________________________
 AH4346  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4346  DYNAMIC HEIGHT  -        306.769 (meters)     1006.46  (feet) COMP
 AH4346  MODELED GRAVITY -    980,560.6   (mgal)                       NAVD 88
 AH4346
 AH4346  VERT ORDER      -  SECOND    CLASS I
 AH4346
 AH4346.The horizontal coordinates were established by differentially corrected
 AH4346.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4346.
 AH4346.The orthometric height was determined by differential leveling and
 AH4346.adjusted in June 2000.
 AH4346
 AH4346.Photographs are available for this station.
 AH4346
 AH4346.The dynamic height is computed by dividing the NAVD 88
 AH4346.geopotential number by the normal gravity value computed on the
 AH4346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4346.degrees latitude (g = 980.6199 gals.).
 AH4346
 AH4346.The modeled gravity was interpolated from observed gravity values.
 AH4346
 AH4346;                    North         East    Units  Estimated Accuracy
 AH4346;SPC MN S     -   297,954.8     861,912.0     MT  (+/- 3 meters HH1 GPS) 
 AH4346
 AH4346                          SUPERSEDED SURVEY CONTROL
 AH4346
 AH4346.No superseded survey control is available for this station.
 AH4346
 AH4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8277458413(NAD 83)
 AH4346
 AH4346_MARKER: DV = VERTICAL CONTROL DISK
 AH4346_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4346_SP_SET: BRIDGE RAILING
 AH4346_STAMPING: 1982 AQ 1 1988
 AH4346_MARK LOGO: MNDT  
 AH4346_PROJECTION: FLUSH
 AH4346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4346+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4346
 AH4346  HISTORY     - Date     Condition        Report By
 AH4346  HISTORY     - 1988     MONUMENTED       MNDT
 AH4346  HISTORY     - 20040915 GOOD             USPSQD
 AH4346  HISTORY     - 20051129 GOOD             USPSQD
 AH4346  HISTORY     - 20070618 GOOD             MNDT
 AH4346
 AH4346                          STATION DESCRIPTION
 AH4346
 AH4346'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4346'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF
 AH4346'INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 77, AND IN THE SE 1/4 OF
 AH4346'SECTION 31, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4346'MONUMENT DISK STAMPED---1982 AQ 1 1988---, IS SET IN THE TOP OF THE
 AH4346'RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19860 (CARRYING
 AH4346'HIGHWAY 77 OVER HIGHWAY 35E).  THE MARK IS 18.0 FEET WEST OF THE
 AH4346'CENTER OF THE ENTRANCE RAMP TO SOUTHBOUND HIGHWAY 77, 49.5 FEET
 AH4346'SOUTH-SOUTHEAST OF A LIGHT STANDARD (NUMBER E1L-AR65), AND 26.0 FEET
 AH4346'SOUTH OF THE NORTHWEST CORNER OF THE WEST BRIDGE RAILING.
 AH4346
 AH4346                          STATION RECOVERY (2004)
 AH4346
 AH4346'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4346'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4346
 AH4346                          STATION RECOVERY (2005)
 AH4346
 AH4346'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4346'RECOVERED IN GOOD CONDITION.
 AH4346
 AH4346                          STATION RECOVERY (2007)
 AH4346
 AH4346'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4346'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF COATES,
 AH4346'9.8 MI (15.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3
 AH4346'KM) SOUTHEAST OF BLOOMINGTON.
 AH4346' 
 AH4346'TO REACH TO THE MARK AT EAGAN, AT THE JUNCTION OF TRUNK HIGHWAY 77 AND
 AH4346'INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT NORTHWEST CORNER OF
 AH4346'TRUNK HIGHWAY 77 BRIDGE 19859 OVER INTERSTATE HIGHWAY 35E, 18 FT (5.5
 AH4346'M) WEST OF ENTRANCE RAMP TO SOUTH BOUND TRUNK HIGHWAY 77, 49.5 FT
 AH4346'(15.1 M) SOUTH-SOUTHEAST OF LIGHT STANDARD E1L-AR65, 26 FT (7.9 M)
 AH4346'SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4388 ***********************************************************************
 AH4388  DESIGNATION -  1982 AR
 AH4388  PID         -  AH4388
 AH4388  STATE/COUNTY-  MN/DAKOTA
 AH4388  COUNTRY     -  US
 AH4388  USGS QUAD   -  ST PAUL SW (1993)
 AH4388
 AH4388                         *CURRENT SURVEY CONTROL
 AH4388  ______________________________________________________________________
 AH4388* NAD 83(1986) POSITION- 44 46 49.02   (N) 093 12 44.94   (W)   HD_HELD1  
 AH4388* NAVD 88 ORTHO HEIGHT -   296.545  (meters)     972.91  (feet) ADJUSTED  
 AH4388  ______________________________________________________________________
 AH4388  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4388  DYNAMIC HEIGHT  -        296.531 (meters)      972.87  (feet) COMP
 AH4388  MODELED GRAVITY -    980,560.3   (mgal)                       NAVD 88
 AH4388
 AH4388  VERT ORDER      -  SECOND    CLASS I
 AH4388
 AH4388.The horizontal coordinates were established by differentially corrected
 AH4388.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4388.
 AH4388.The orthometric height was determined by differential leveling and
 AH4388.adjusted in June 2000.
 AH4388
 AH4388.Photographs are available for this station.
 AH4388
 AH4388.The dynamic height is computed by dividing the NAVD 88
 AH4388.geopotential number by the normal gravity value computed on the
 AH4388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4388.degrees latitude (g = 980.6199 gals.).
 AH4388
 AH4388.The modeled gravity was interpolated from observed gravity values.
 AH4388
 AH4388;                    North         East    Units  Estimated Accuracy
 AH4388;SPC MN S     -   298,111.3     862,325.0     MT  (+/- 3 meters HH1 GPS) 
 AH4388
 AH4388                          SUPERSEDED SURVEY CONTROL
 AH4388
 AH4388.No superseded survey control is available for this station.
 AH4388
 AH4388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8318958565(NAD 83)
 AH4388
 AH4388_MARKER: DV = VERTICAL CONTROL DISK
 AH4388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4388_STAMPING: 1982 AR 1988
 AH4388_MARK LOGO: MNDT  
 AH4388_PROJECTION: FLUSH
 AH4388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4388+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4388
 AH4388  HISTORY     - Date     Condition        Report By
 AH4388  HISTORY     - 1988     MONUMENTED       MNDT
 AH4388  HISTORY     - 20070618 GOOD             MNDT
 AH4388
 AH4388                          STATION DESCRIPTION
 AH4388
 AH4388'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4388'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.2 MILE NORTHEAST ALONG
 AH4388'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 77 (CEDAR
 AH4388'AVENUE), AT MILEPOINT 92.95, AND IN THE SE 1/4 OF SECTION 31, T27N,
 AH4388'R23W.  THE MARK IS 14.4 FEET NORTH - NORTHWEST OF A RIGHT - OF - WAY
 AH4388'FENCE, 15.7 FEET SOUTH OF A SMALL MAPLE TREE, 157.0 FEET SOUTHEAST OF
 AH4388'A LIGHT STANDARD (NUMBERED E1J-BB36), AND 1.0 FOOT WEST OF A STEEL
 AH4388'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AH4388'MONUMENT DISK STAMPED---1982 AR 1988---, IS FORCED ONTO THE TOP OF A
 AH4388'DRIVEN 3/4 INCH DIAMETER ALUMINUM ALLOY ROD OF UNKNOWN LENGTH, AND IS
 AH4388'FLUSH WITH THE GROUND.
 AH4388
 AH4388                          STATION RECOVERY (2007)
 AH4388
 AH4388'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4388'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) WEST-NORTHWEST OF COATES,
 AH4388'9.6 MI (15.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4388'KM) SOUTHEAST OF BLOOMINGTON.
 AH4388' 
 AH4388'TO REACH TO THE MARK AT EAGAN, GO 0.2 MI (0.3 KM) NORTHEAST OF THE
 AH4388'JUNCTION OF TRUNK HIGHWAY 77 AND INTERSTATE HIGHWAY 35E, AT INTERSTATE
 AH4388'HIGHWAY 35E MILE POINT 92.95, 14.4 FT (4.4 M) NORTH-NORTHWEST OF RIGHT
 AH4388'OF WAY FENCE, 157.0 FT (47.9 M) NORTH-NORTHEAST OF LIGHT STANDARD
 AH4388'E1J-BB36, 15.0 FT (4.6 M) WEST OF 10.0 INCH (25 CM) POPLAR TREE, 1.0
 AH4388'FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4358 ***********************************************************************
 AH4358  DESIGNATION -  1982 AS
 AH4358  PID         -  AH4358
 AH4358  STATE/COUNTY-  MN/DAKOTA
 AH4358  COUNTRY     -  US
 AH4358  USGS QUAD   -  ST PAUL SW (1993)
 AH4358
 AH4358                         *CURRENT SURVEY CONTROL
 AH4358  ______________________________________________________________________
 AH4358* NAD 83(1986) POSITION- 44 47 07.03   (N) 093 12 21.35   (W)   HD_HELD1  
 AH4358* NAVD 88 ORTHO HEIGHT -   283.163  (meters)     929.01  (feet) ADJUSTED  
 AH4358  ______________________________________________________________________
 AH4358  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4358  DYNAMIC HEIGHT  -        283.149 (meters)      928.96  (feet) COMP
 AH4358  MODELED GRAVITY -    980,561.1   (mgal)                       NAVD 88
 AH4358
 AH4358  VERT ORDER      -  SECOND    CLASS I
 AH4358
 AH4358.The horizontal coordinates were established by differentially corrected
 AH4358.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4358.
 AH4358.The orthometric height was determined by differential leveling and
 AH4358.adjusted in June 2000.
 AH4358
 AH4358.Photographs are available for this station.
 AH4358
 AH4358.The dynamic height is computed by dividing the NAVD 88
 AH4358.geopotential number by the normal gravity value computed on the
 AH4358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4358.degrees latitude (g = 980.6199 gals.).
 AH4358
 AH4358.The modeled gravity was interpolated from observed gravity values.
 AH4358
 AH4358;                    North         East    Units  Estimated Accuracy
 AH4358;SPC MN S     -   298,672.2     862,838.1     MT  (+/- 3 meters HH1 GPS) 
 AH4358
 AH4358                          SUPERSEDED SURVEY CONTROL
 AH4358
 AH4358.No superseded survey control is available for this station.
 AH4358
 AH4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8370959119(NAD 83)
 AH4358
 AH4358_MARKER: DV = VERTICAL CONTROL DISK
 AH4358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4358_STAMPING: 1982 AS 1988
 AH4358_MARK LOGO: MNDT  
 AH4358_PROJECTION: FLUSH
 AH4358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4358+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4358
 AH4358  HISTORY     - Date     Condition        Report By
 AH4358  HISTORY     - 1988     MONUMENTED       MNDT
 AH4358  HISTORY     - 20070618 GOOD             MNDT
 AH4358
 AH4358                          STATION DESCRIPTION
 AH4358
 AH4358'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4358'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.7 MILE NORTHEAST ALONG
 AH4358'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 77 (CEDAR
 AH4358'AVENUE), OR 0.4 MILE SOUTHWEST FROM ITS JUNCTION WITH COUNTY ROAD 32
 AH4358'(CLIFF ROAD), AT MILEPOINT 93.35, AND IN THE NW 1/4 OF SECTION 32,
 AH4358'T27N, R23W.  THE MARK IS 180.0 FEET SOUTHEAST OF THE CENTERLINE OF
 AH4358'NORTHBOUND HIGHWAY 35E, 90.5 FEET SOUTHEAST OF A RIGHT - OF - WAY
 AH4358'FENCE, AND 0.8 FOOT NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 AH4358'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982
 AH4358'AS 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER
 AH4358'ALUMINUM ALLOY ROD OF UNKNOWN LENGTH, AND IS FLUSH WITH THE GROUND.
 AH4358
 AH4358                          STATION RECOVERY (2007)
 AH4358
 AH4358'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4358'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF COATES,
 AH4358'9.1 MI (14.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4358'KM) SOUTHEAST OF BLOOMINGTON.
 AH4358' 
 AH4358'TO REACH TO THE MARK AT EAGAN, GO 0.7 MI (1.1 KM) NORTHEAST OF THE
 AH4358'JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 77, AT INTERSTATE
 AH4358'HIGHWAY 35E MILE POINT 93.35, 180.0 FT (54.9 M) SOUTHEAST OF
 AH4358'NORTHBOUND INTERSTATE HIGHWAY 35E, 90.5 FT (27.6 M) SOUTHEAST OF RIGHT
 AH4358'OF WAY FENCE, 0.8 FT (0.2 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4360 ***********************************************************************
 AH4360  DESIGNATION -  1982 AU
 AH4360  PID         -  AH4360
 AH4360  STATE/COUNTY-  MN/DAKOTA
 AH4360  COUNTRY     -  US
 AH4360  USGS QUAD   -  ST PAUL SW (1993)
 AH4360
 AH4360                         *CURRENT SURVEY CONTROL
 AH4360  ______________________________________________________________________
 AH4360* NAD 83(1986) POSITION- 44 47 23.84   (N) 093 12 09.07   (W)   HD_HELD1  
 AH4360* NAVD 88 ORTHO HEIGHT -   289.903  (meters)     951.12  (feet) ADJUSTED  
 AH4360  ______________________________________________________________________
 AH4360  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4360  DYNAMIC HEIGHT  -        289.889 (meters)      951.08  (feet) COMP
 AH4360  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 AH4360
 AH4360  VERT ORDER      -  SECOND    CLASS I
 AH4360
 AH4360.The horizontal coordinates were established by differentially corrected
 AH4360.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4360.
 AH4360.The orthometric height was determined by differential leveling and
 AH4360.adjusted in June 2000.
 AH4360
 AH4360.Photographs are available for this station.
 AH4360
 AH4360.The dynamic height is computed by dividing the NAVD 88
 AH4360.geopotential number by the normal gravity value computed on the
 AH4360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4360.degrees latitude (g = 980.6199 gals.).
 AH4360
 AH4360.The modeled gravity was interpolated from observed gravity values.
 AH4360
 AH4360;                    North         East    Units  Estimated Accuracy
 AH4360;SPC MN S     -   299,193.7     863,103.0     MT  (+/- 3 meters HH1 GPS) 
 AH4360
 AH4360                          SUPERSEDED SURVEY CONTROL
 AH4360
 AH4360.No superseded survey control is available for this station.
 AH4360
 AH4360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8398059637(NAD 83)
 AH4360
 AH4360_MARKER: DV = VERTICAL CONTROL DISK
 AH4360_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4360_SP_SET: BRIDGE ABUTMENT
 AH4360_STAMPING: 1982 AU 1988
 AH4360_MARK LOGO: MNDT  
 AH4360_PROJECTION: FLUSH
 AH4360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4360+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4360
 AH4360  HISTORY     - Date     Condition        Report By
 AH4360  HISTORY     - 1988     MONUMENTED       MNDT
 AH4360  HISTORY     - 20021012 GOOD             USPSQD
 AH4360  HISTORY     - 20040915 GOOD             USPSQD
 AH4360  HISTORY     - 20051129 GOOD             USPSQD
 AH4360  HISTORY     - 20070618 GOOD             MNDT
 AH4360
 AH4360                          STATION DESCRIPTION
 AH4360
 AH4360'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4360'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING
 AH4360'COUNTY ROAD 32 (CLIFF ROAD) OVER INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4360'1/4 OF SECTION 32, T27N, R23W.  THE MARK IS 33.0 FEET SOUTH OF THE
 AH4360'CENTERLINE OF EASTBOUND COUNTY ROAD 32, 54.5 FEET WEST - NORTHWEST OF
 AH4360'THE SOUTHWEST CORNER OF THE SOUTH BRIDGE RAILING, 1.7 FEET EAST -
 AH4360'NORTHEAST OF THE END (WEST) FENCE POST (STEEL) OF THE BRIDGE FENCE,
 AH4360'AND 0.8 FOOT NORTH OF THE BRIDGE FENCE.  THE MARK, A STANDARD MNDT
 AH4360'VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AU 1988---, IS SET IN
 AH4360'THE ABUTMENT AT THE SOUTHWEST CORNER OF THE BRIDGE (NUMBERED 19816).
 AH4360
 AH4360                          STATION RECOVERY (2002)
 AH4360
 AH4360'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4360'RECOVERED IN GOOD CONDITION.
 AH4360
 AH4360                          STATION RECOVERY (2004)
 AH4360
 AH4360'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4360'RECOVERED IN GOOD CONDITION ASDESCRIBED. SPSPS JRD.
 AH4360
 AH4360                          STATION RECOVERY (2005)
 AH4360
 AH4360'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4360'RECOVERED IN GOOD CONDITION.
 AH4360
 AH4360                          STATION RECOVERY (2007)
 AH4360
 AH4360'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4360'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF COATES,
 AH4360'8.8 MI (14.2 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5
 AH4360'KM) SOUTHEAST OF BLOOMINGTON.
 AH4360' 
 AH4360'TO REACH TO THE MARK AT EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF
 AH4360'COUNTY ROAD 32 (CLIFF ROAD) BRIDGE 19816 OVER INTERSTATE HIGHWAY 35E,
 AH4360'GO 33.0 FT (10.1 M) SOUTH OF EASTBOUND COUNTY ROAD 32, 54.5 FT (16.6
 AH4360'M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF SOUTH BRIDGE RAILING, 1.7
 AH4360'FT (0.5 M) EAST-NORTHEAST OF WEST END OF A FENCE POST ON BRIDGE FENCE,
 AH4360'0.8 FT (0.2 M) NORTH OF BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4361 ***********************************************************************
 AH4361  DESIGNATION -  1982 AX
 AH4361  PID         -  AH4361
 AH4361  STATE/COUNTY-  MN/DAKOTA
 AH4361  COUNTRY     -  US
 AH4361  USGS QUAD   -  ST PAUL SW (1993)
 AH4361
 AH4361                         *CURRENT SURVEY CONTROL
 AH4361  ______________________________________________________________________
 AH4361* NAD 83(1986) POSITION- 44 47 35.40   (N) 093 11 50.48   (W)   HD_HELD1  
 AH4361* NAVD 88 ORTHO HEIGHT -   288.130  (meters)     945.31  (feet) ADJUSTED  
 AH4361  ______________________________________________________________________
 AH4361  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4361  DYNAMIC HEIGHT  -        288.117 (meters)      945.26  (feet) COMP
 AH4361  MODELED GRAVITY -    980,562.3   (mgal)                       NAVD 88
 AH4361
 AH4361  VERT ORDER      -  SECOND    CLASS I
 AH4361
 AH4361.The horizontal coordinates were established by differentially corrected
 AH4361.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4361.
 AH4361.The orthometric height was determined by differential leveling and
 AH4361.adjusted in June 2000.
 AH4361
 AH4361.Photographs are available for this station.
 AH4361
 AH4361.The dynamic height is computed by dividing the NAVD 88
 AH4361.geopotential number by the normal gravity value computed on the
 AH4361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4361.degrees latitude (g = 980.6199 gals.).
 AH4361
 AH4361.The modeled gravity was interpolated from observed gravity values.
 AH4361
 AH4361;                    North         East    Units  Estimated Accuracy
 AH4361;SPC MN S     -   299,554.5     863,508.1     MT  (+/- 3 meters HH1 GPS) 
 AH4361
 AH4361                          SUPERSEDED SURVEY CONTROL
 AH4361
 AH4361.No superseded survey control is available for this station.
 AH4361
 AH4361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8438959993(NAD 83)
 AH4361
 AH4361_MARKER: DV = VERTICAL CONTROL DISK
 AH4361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4361_STAMPING: 1982 AX 1988
 AH4361_MARK LOGO: MNDT  
 AH4361_PROJECTION: FLUSH
 AH4361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4361+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4361_ROD/PIPE-DEPTH:  4.3 meters
 AH4361
 AH4361  HISTORY     - Date     Condition        Report By
 AH4361  HISTORY     - 1988     MONUMENTED       MNDT
 AH4361  HISTORY     - 20021012 GOOD             USPSQD
 AH4361  HISTORY     - 20050112 GOOD             USPSQD
 AH4361  HISTORY     - 20070618 GOOD             MNDT
 AH4361
 AH4361                          STATION DESCRIPTION
 AH4361
 AH4361'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4361'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.2 MILE NORTH ALONG
 AH4361'BLACKHAWK ROAD FROM ITS JUNCTION WITH CLIFF ROAD (COUNTY ROAD 32), IN
 AH4361'THE NORTHEAST QUADRANDT AT THE INTERSECTION OF BLACK HAWK ROAD AND
 AH4361'BEECHER DRIVE, AND IN THE SE 1/4 OF SECTION 29, T27N, R23W.  THE MARK
 AH4361'IS 94.5 FEET EAST OF THE CENTERLINE OF BLACKHAWK DRIVE, 70.5 FEET
 AH4361'NORTH OF THE CENTERLINE OF BEECHER DRIVE, 67.6 FEET NORTHEAST OF A
 AH4361'FIRE HYDRANT, 53.4 FEET EAST - SOUTHEAST OF A POWER POLE, AND 1.0 FOOT
 AH4361'NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 AH4361'VERTICAL CONTROL MONUMENT DISK STAMPED---1982 AX 1988---, IS FORCED
 AH4361'ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 14 FOOT LONG ALUMINUM
 AH4361'ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AH4361
 AH4361                          STATION RECOVERY (2002)
 AH4361
 AH4361'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4361'STEEL WITNESS POST IS MISSING. MARK IS SET IN WHITE PVC PIPE, APPROX.
 AH4361'2 INCHES BELOW GRADE OF GRASS AREA.
 AH4361
 AH4361                          STATION RECOVERY (2005)
 AH4361
 AH4361'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4361'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 AH4361
 AH4361                          STATION RECOVERY (2007)
 AH4361
 AH4361'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4361'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST-NORTHWEST OF COATES,
 AH4361'8.5 MI (13.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 6.0 MI (9.7
 AH4361'KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4361' 
 AH4361'TO REACH TO THE MARK AT EAGAN, GO 0.2 MI (0.3 KM) NORTH OF COUNTY ROAD
 AH4361'32 (CLIFF ROAD), IN NORTHEAST QUADRANT OF THE JUNCTION OF BLACKHAWK
 AH4361'ROAD AND BEECHER DRIVE, 94.5 FT (28.8 M) EAST OF BLACKHAWK ROAD, 70.5
 AH4361'FT (21.5 M) NORTH OF BEECHER DRIVE, 67.6 FT (20.6 M) NORTHEAST OF FIRE
 AH4361'HYDRANT, 53.4 FT (16.3 M) EAST-SOUTHEAST OF POWER POLE, 42.0 FT (12.8
 AH4361'M) NORTHWEST OF STOP SIGN AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4362 ***********************************************************************
 AH4362  DESIGNATION -  1982 AY
 AH4362  PID         -  AH4362
 AH4362  STATE/COUNTY-  MN/DAKOTA
 AH4362  COUNTRY     -  US
 AH4362  USGS QUAD   -  ST PAUL SW (1993)
 AH4362
 AH4362                         *CURRENT SURVEY CONTROL
 AH4362  ______________________________________________________________________
 AH4362* NAD 83(1986) POSITION- 44 47 43.03   (N) 093 11 53.92   (W)   HD_HELD1  
 AH4362* NAVD 88 ORTHO HEIGHT -   286.909  (meters)     941.30  (feet) ADJUSTED  
 AH4362  ______________________________________________________________________
 AH4362  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4362  DYNAMIC HEIGHT  -        286.896 (meters)      941.26  (feet) COMP
 AH4362  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 AH4362
 AH4362  VERT ORDER      -  SECOND    CLASS I
 AH4362
 AH4362.The horizontal coordinates were established by differentially corrected
 AH4362.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4362.
 AH4362.The orthometric height was determined by differential leveling and
 AH4362.adjusted in June 2000.
 AH4362
 AH4362.Photographs are available for this station.
 AH4362
 AH4362.The dynamic height is computed by dividing the NAVD 88
 AH4362.geopotential number by the normal gravity value computed on the
 AH4362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4362.degrees latitude (g = 980.6199 gals.).
 AH4362
 AH4362.The modeled gravity was interpolated from observed gravity values.
 AH4362
 AH4362;                    North         East    Units  Estimated Accuracy
 AH4362;SPC MN S     -   299,789.2     863,430.2     MT  (+/- 3 meters HH1 GPS) 
 AH4362
 AH4362                          SUPERSEDED SURVEY CONTROL
 AH4362
 AH4362.No superseded survey control is available for this station.
 AH4362
 AH4362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8431460228(NAD 83)
 AH4362
 AH4362_MARKER: DV = VERTICAL CONTROL DISK
 AH4362_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4362_SP_SET: BRIDGE WALKWAY
 AH4362_STAMPING: 1982 AY 1989
 AH4362_MARK LOGO: MNDT  
 AH4362_PROJECTION: FLUSH
 AH4362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4362+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4362
 AH4362  HISTORY     - Date     Condition        Report By
 AH4362  HISTORY     - 1989     MONUMENTED       MNDT
 AH4362  HISTORY     - 20021012 GOOD             USPSQD
 AH4362  HISTORY     - 20050112 GOOD             USPSQD
 AH4362  HISTORY     - 20070618 GOOD             MNDT
 AH4362
 AH4362                          STATION DESCRIPTION
 AH4362
 AH4362'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4362'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.4 MILE NORTH ALONG
 AH4362'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH COUNTY ROAD 32 (CLIFF
 AH4362'ROAD), AT THE BRIDGE CARRYING BLACKHAWK ROAD OVER HIGHWAY 35E, AND IN
 AH4362'THE SW 1/4 OF SECTION 29, T27N, R23W.  THE MARK IS 31.0 FEET EAST OF
 AH4362'AND ABOUT 1/2 FOOT HIGHER THAN THE CENTERLINE OF BLACKHAWK ROAD, 20.0
 AH4362'FEET SOUTH OF THE NORTHEAST CORNER OF THE BRIDGE, AND 1.2 FEET WEST OF
 AH4362'THE EAST BRIDGE CORNER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4362'MONUMENT DISK STAMPED---1982 AY 1989---, IS SET IN A DRILL HOLE IN THE
 AH4362'SIDEWALK AT THE NORTHEAST CORNER OF THE BRIDGE.
 AH4362
 AH4362                          STATION RECOVERY (2002)
 AH4362
 AH4362'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4362'RECOVERED IN GOOD CONDITION.
 AH4362
 AH4362                          STATION RECOVERY (2005)
 AH4362
 AH4362'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4362'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 AH4362
 AH4362                          STATION RECOVERY (2007)
 AH4362
 AH4362'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4362'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.5 MI
 AH4362'(13.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 AH4362'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4362' 
 AH4362'TO REACH TO THE MARK AT EAGAN, GO 0.4 MI (0.6 KM) NORTH OF THE
 AH4362'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 32 (CLIFF ROAD), IN
 AH4362'NORTHEAST CORNER OF BLACKHAWK ROAD BRIDGE 19882 OVER INTERSTATE
 AH4362'HIGHWAY 35E, 31.0 FT (9.4 M) EAST OF BLACKHAWK ROAD, 20 FT (6.1 M)
 AH4362'SOUTH OF THE NORTHEAST CORNER OF BRIDGE, IN DRILL HOLE IN BRIDGE
 AH4362'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4363 ***********************************************************************
 AH4363  DESIGNATION -  1982 AZ
 AH4363  PID         -  AH4363
 AH4363  STATE/COUNTY-  MN/DAKOTA
 AH4363  COUNTRY     -  US
 AH4363  USGS QUAD   -  ST PAUL SW (1993)
 AH4363
 AH4363                         *CURRENT SURVEY CONTROL
 AH4363  ______________________________________________________________________
 AH4363* NAD 83(1986) POSITION- 44 48 06.4    (N) 093 11 30.4    (W)   HD_HELD2  
 AH4363* NAVD 88 ORTHO HEIGHT -   280.569  (meters)     920.50  (feet) ADJUSTED  
 AH4363  ______________________________________________________________________
 AH4363  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4363  DYNAMIC HEIGHT  -        280.556 (meters)      920.46  (feet) COMP
 AH4363  MODELED GRAVITY -    980,564.0   (mgal)                       NAVD 88
 AH4363
 AH4363  VERT ORDER      -  SECOND    CLASS I
 AH4363
 AH4363.The horizontal coordinates were established by autonomous hand held GPS
 AH4363.observations and have an estimated accuracy of +/- 10 meters.
 AH4363.
 AH4363.The orthometric height was determined by differential leveling and
 AH4363.adjusted in June 2000.
 AH4363
 AH4363.Photographs are available for this station.
 AH4363
 AH4363.The dynamic height is computed by dividing the NAVD 88
 AH4363.geopotential number by the normal gravity value computed on the
 AH4363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4363.degrees latitude (g = 980.6199 gals.).
 AH4363
 AH4363.The modeled gravity was interpolated from observed gravity values.
 AH4363
 AH4363;                    North         East    Units  Estimated Accuracy
 AH4363;SPC MN S     -   300,516.      863,940.      MT  (+/- 10 meters HH2 GPS)
 AH4363
 AH4363                          SUPERSEDED SURVEY CONTROL
 AH4363
 AH4363.No superseded survey control is available for this station.
 AH4363
 AH4363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8483260948(NAD 83)
 AH4363
 AH4363_MARKER: DV = VERTICAL CONTROL DISK
 AH4363_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4363_STAMPING: 1982 AZ 1988
 AH4363_MARK LOGO: MNDT  
 AH4363_PROJECTION: FLUSH
 AH4363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4363+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4363
 AH4363  HISTORY     - Date     Condition        Report By
 AH4363  HISTORY     - 1988     MONUMENTED       MNDT
 AH4363  HISTORY     - 20021012 GOOD             USPSQD
 AH4363  HISTORY     - 20050112 GOOD             USPSQD
 AH4363  HISTORY     - 20070618 GOOD             MNDT
 AH4363
 AH4363                          STATION DESCRIPTION
 AH4363
 AH4363'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4363'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.15 MILE SOUTHWEST OF THE
 AH4363'JUNCTION OF DIFFLEY ROAD (COUNTY ROAD 30) AND INTERSTATE HIGHWAY 35E,
 AH4363'AT HIGHWAY 35E MILEPOINT 94.7, AND IN THE NE 1/4 OF SECTION 29, T27N,
 AH4363'R23W.  THE MARK IS 71.0 FEET SOUTH - SOUTHEAST OF THE CENTER OF THE
 AH4363'OFF-RAMP FROM NORTHBOUND 35E TO DIFFLEY ROAD, 49.0 FEET SOUTH OF A
 AH4363'LIGHT STANDARD (NUMBERED EIP-4), 6.2 FEET NORTH - NORTHWEST OF A 10
 AH4363'INCH DIAMETER POPLAR TREE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST
 AH4363'. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4363'STAMPED---1982 AZ 1988---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 AH4363'DIAMETER BY 13 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1 FOOT ABOVE THE
 AH4363'GROUND.
 AH4363
 AH4363                          STATION RECOVERY (2002)
 AH4363
 AH4363'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4363'THE 10 INCH TREE HAS BLOWN DOWN TO THE WEST AND IS NOW IMPAILED ON THE
 AH4363'STEEL WITNESS POST
 AH4363
 AH4363                          STATION RECOVERY (2005)
 AH4363
 AH4363'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4363'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 AH4363
 AH4363                          STATION RECOVERY (2007)
 AH4363
 AH4363'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4363'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.0 MI
 AH4363'(12.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5 KM)
 AH4363'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4363' 
 AH4363'TO REACH TO THE MARK AT EAGAN, GO 0.15 MI (0.2 KM) SOUTHWEST OF THE
 AH4363'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4363'AT INTERSTATE HIGHWAY 35E MILE POINT 94.7, 71.0 FT (21.6 M)
 AH4363'SOUTH-SOUTHEAST OF OFF-RAMP FROM NORTHBOUND 35E TO COUNTY ROAD 30,
 AH4363'49.0 FT (14.9 M) SOUTH OF LIGHT STANDARD EIP-4, 1.0 FT (0.3 M) WEST OF
 AH4363'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4364 ***********************************************************************
 AH4364  DESIGNATION -  1982 BA
 AH4364  PID         -  AH4364
 AH4364  STATE/COUNTY-  MN/DAKOTA
 AH4364  COUNTRY     -  US
 AH4364  USGS QUAD   -  ST PAUL SW (1993)
 AH4364
 AH4364                         *CURRENT SURVEY CONTROL
 AH4364  ______________________________________________________________________
 AH4364* NAD 83(1986) POSITION- 44 48 15.54   (N) 093 11 28.26   (W)   HD_HELD1  
 AH4364* NAVD 88 ORTHO HEIGHT -   290.309  (meters)     952.46  (feet) ADJUSTED  
 AH4364  ______________________________________________________________________
 AH4364  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4364  DYNAMIC HEIGHT  -        290.296 (meters)      952.41  (feet) COMP
 AH4364  MODELED GRAVITY -    980,564.8   (mgal)                       NAVD 88
 AH4364
 AH4364  VERT ORDER      -  SECOND    CLASS I
 AH4364
 AH4364.The horizontal coordinates were established by differentially corrected
 AH4364.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4364.
 AH4364.The orthometric height was determined by differential leveling and
 AH4364.adjusted in June 2000.
 AH4364
 AH4364.Photographs are available for this station.
 AH4364
 AH4364.The dynamic height is computed by dividing the NAVD 88
 AH4364.geopotential number by the normal gravity value computed on the
 AH4364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4364.degrees latitude (g = 980.6199 gals.).
 AH4364
 AH4364.The modeled gravity was interpolated from observed gravity values.
 AH4364
 AH4364;                    North         East    Units  Estimated Accuracy
 AH4364;SPC MN S     -   300,798.2     863,984.2     MT  (+/- 3 meters HH1 GPS) 
 AH4364
 AH4364                          SUPERSEDED SURVEY CONTROL
 AH4364
 AH4364.No superseded survey control is available for this station.
 AH4364
 AH4364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8488061230(NAD 83)
 AH4364
 AH4364_MARKER: DV = VERTICAL CONTROL DISK
 AH4364_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4364_SP_SET: BRIDGE RAILING
 AH4364_STAMPING: 1982 BA 1988
 AH4364_MARK LOGO: MNDT  
 AH4364_PROJECTION: FLUSH
 AH4364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4364+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4364
 AH4364  HISTORY     - Date     Condition        Report By
 AH4364  HISTORY     - 1988     MONUMENTED       MNDT
 AH4364  HISTORY     - 20021217 GOOD             USPSQD
 AH4364  HISTORY     - 20050112 GOOD             USPSQD
 AH4364  HISTORY     - 20070618 GOOD             MNDT
 AH4364
 AH4364                          STATION DESCRIPTION
 AH4364
 AH4364'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4364'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF DIFFLEY
 AH4364'ROAD (COUNTY ROAD 30) AND INTERSTATE HIGHWAY 35E, AT HIGHWAY 35E
 AH4364'MILEPOINT 94.8, AND IN THE NE 1/4 OF SECTION 29, T27N, R23W.  THE MARK
 AH4364'IS 23.0 FEET SOUTH OF THE EASTBOUND CENTERLINE OF DIFFLEY ROAD, 43.1
 AH4364'FEET EAST-NORTHEAST OF THE WEST CORNER OF A BRIDGE FENCE, 10.6 FEET
 AH4364'NORTH OF THE BRIDGE FENCE, AND 21.1 FEET EAST OF THE SOUTHWEST CORNER
 AH4364'OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4364'CONTROL MONUMENT DISK STAMPED---1982 BA 1988---, IS SET IN THE TOP OF
 AH4364'THE CONCRETE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19817
 AH4364'(DIFFLEY ROAD OVER HIGHWAY 35E).
 AH4364
 AH4364                          STATION RECOVERY (2002)
 AH4364
 AH4364'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4364'RECOVERED IN GOOD CONDITION.
 AH4364
 AH4364                          STATION RECOVERY (2005)
 AH4364
 AH4364'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4364'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD/
 AH4364
 AH4364                          STATION RECOVERY (2007)
 AH4364
 AH4364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4364'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF COATES, 7.9 MI
 AH4364'(12.7 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 AH4364'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4364' 
 AH4364'TO REACH TO THE MARK AT EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 AH4364'94.8, IN THE TOP OF RAILING AT SOUTHWEST CORNER OF COUNTY ROAD 30
 AH4364'(DIFFERLEY ROAD) BRIDGE 19817 OVER INTERSTATE HIGHWAY 35E, GO 23.0 FT
 AH4364'(7.0 M) SOUTH OF EASTBOUND COUNTY ROAD 30, 43.1 FT (13.1 M)
 AH4364'EAST-NORTHEAST OF WEST CORNER OF BRIDGE FENCE, 10.6 FT (3.2 M) NORTH
 AH4364'OF BRIDGE FENCE, 21.1 FT (6.4 M) EAST OF THE SOUTHWEST CORNER OF SOUTH
 AH4364'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4365 ***********************************************************************
 AH4365  DESIGNATION -  1982 BB
 AH4365  PID         -  AH4365
 AH4365  STATE/COUNTY-  MN/DAKOTA
 AH4365  COUNTRY     -  US
 AH4365  USGS QUAD   -  ST PAUL SW (1993)
 AH4365
 AH4365                         *CURRENT SURVEY CONTROL
 AH4365  ______________________________________________________________________
 AH4365* NAD 83(1986) POSITION- 44 48 26.8    (N) 093 11 14.7    (W)   HD_HELD2  
 AH4365* NAVD 88 ORTHO HEIGHT -   279.203  (meters)     916.02  (feet) ADJUSTED  
 AH4365  ______________________________________________________________________
 AH4365  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4365  DYNAMIC HEIGHT  -        279.190 (meters)      915.98  (feet) COMP
 AH4365  MODELED GRAVITY -    980,565.2   (mgal)                       NAVD 88
 AH4365
 AH4365  VERT ORDER      -  SECOND    CLASS I
 AH4365
 AH4365.The horizontal coordinates were established by autonomous hand held GPS
 AH4365.observations and have an estimated accuracy of +/- 10 meters.
 AH4365.
 AH4365.The orthometric height was determined by differential leveling and
 AH4365.adjusted in June 2000.
 AH4365
 AH4365.Photographs are available for this station.
 AH4365
 AH4365.The dynamic height is computed by dividing the NAVD 88
 AH4365.geopotential number by the normal gravity value computed on the
 AH4365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4365.degrees latitude (g = 980.6199 gals.).
 AH4365
 AH4365.The modeled gravity was interpolated from observed gravity values.
 AH4365
 AH4365;                    North         East    Units  Estimated Accuracy
 AH4365;SPC MN S     -   301,149.      864,279.      MT  (+/- 10 meters HH2 GPS)
 AH4365
 AH4365                          SUPERSEDED SURVEY CONTROL
 AH4365
 AH4365.No superseded survey control is available for this station.
 AH4365
 AH4365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8517961577(NAD 83)
 AH4365
 AH4365_MARKER: DV = VERTICAL CONTROL DISK
 AH4365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4365_STAMPING: 1982 BB 1988
 AH4365_MARK LOGO: MNDT  
 AH4365_PROJECTION: FLUSH
 AH4365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4365+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AH4365
 AH4365  HISTORY     - Date     Condition        Report By
 AH4365  HISTORY     - 1988     MONUMENTED       MNDT
 AH4365  HISTORY     - 20021217 GOOD             USPSQD
 AH4365  HISTORY     - 20070618 GOOD             MNDT
 AH4365  HISTORY     - 20080505 GOOD             MNDT
 AH4365
 AH4365                          STATION DESCRIPTION
 AH4365
 AH4365'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4365'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.3 MILE NORTHEAST OF THE
 AH4365'JUNCTION OF DIFFLEY ROAD (COUNTY ROAD 30) AND INTERSTATE HIGHWAY 35E,
 AH4365'AT HIGHWAY 35E MILEPOINT 95.1, AND IN THE SW 1/4 OF SECTION 21, T27N,
 AH4365'R23W.  THE MARK IS 73.5 FEET EAST-SOUTHEAST OF THE EAST EDGE OF THE
 AH4365'CONCRETE RAMP FROM DIFFLEY ROAD TO NORTHBOUND HIGHWAY 35E, 55.5 FEET
 AH4365'WEST OF A 36-INCH DIAMETER OAK TREE, 24.4 FEET NORTH OF A 24-INCH
 AH4365'DIAMETER OAK TREE, AND 1.0 FOOT WEST-NORTHWEST OF A STEEL WITNESS
 AH4365'POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4365'DISK STAMPED---1982 BB 1988---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4365'3/4-INCH DIAMETER BY 13 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AH4365'THE GROUND.
 AH4365
 AH4365                          STATION RECOVERY (2002)
 AH4365
 AH4365'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4365'RECOVERED IN GOOD CONDITION.
 AH4365
 AH4365                          STATION RECOVERY (2007)
 AH4365
 AH4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4365'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF COATES, 7.7 MI
 AH4365'(12.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5 KM)
 AH4365'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4365' 
 AH4365'TO REACH TO THE MARK AT EAGAN, GO 0.3 MI (0.5 KM) NORTHEAST OF THE
 AH4365'JUNCTION OF COUNTY ROAD 30 (DIFFLEY ROAD) AND INTERSTATE HIGHWAY 35E,
 AH4365'AT INTERSTATE HIGHWAY 35E MILE POINT 95.1, 73.5 FT (22.4 M)
 AH4365'EAST-SOUTHEAST OF EAST EDGE OF RAMP FROM COUNTY ROAD 30 TO NORTHBOUND
 AH4365'INTERSTATE HIGHWAY 35E, 1.0 FT (0.3 M) WEST-NORTHWEST OF A WITNESS
 AH4365'POST.
 AH4365
 AH4365                          STATION RECOVERY (2008)
 AH4365
 AH4365'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AH4365'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF COATES, 7.7 MI
 AH4365'(12.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.9 MI (9.5 KM)
 AH4365'EAST-SOUTHEAST OF BLOOMINGTON.
 AH4365' 
 AH4365'TO REACH TO THE MARK IN EAGAN, 0.3 MI (0.5 KM) NORTHEAST OF THE
 AH4365'JUNCTION OF COUNTY ROAD 30 (DIFFLEY ROAD) AND INTERSTATE HIGHWAY 35E,
 AH4365'ON DIFFLEY ENTRANCE TO NORTHBOUND INTERSTATE HIGHWAY 35E, AT
 AH4365'INTERSTATE HIGHWAY 35E MILE POINT 95.1, 73.5 FT (22.4 M)
 AH4365'EAST-SOUTHEAST OF EAST EDGE OF RAMP FROM COUNTY ROAD 30 TO NORTHBOUND
 AH4365'INTERSTATE HIGHWAY 35E, 1.0 FT (0.3 M) WEST-NORTHWEST OF A WITNESS
 AH4365'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4366 ***********************************************************************
 AH4366  DESIGNATION -  1982 BC
 AH4366  PID         -  AH4366
 AH4366  STATE/COUNTY-  MN/DAKOTA
 AH4366  COUNTRY     -  US
 AH4366  USGS QUAD   -  ST PAUL SW (1993)
 AH4366
 AH4366                         *CURRENT SURVEY CONTROL
 AH4366  ______________________________________________________________________
 AH4366* NAD 83(1986) POSITION- 44 48 39.01   (N) 093 11 01.26   (W)   HD_HELD1  
 AH4366* NAVD 88 ORTHO HEIGHT -   275.095  (meters)     902.54  (feet) ADJUSTED  
 AH4366  ______________________________________________________________________
 AH4366  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4366  DYNAMIC HEIGHT  -        275.083 (meters)      902.50  (feet) COMP
 AH4366  MODELED GRAVITY -    980,565.7   (mgal)                       NAVD 88
 AH4366
 AH4366  VERT ORDER      -  SECOND    CLASS I
 AH4366
 AH4366.The horizontal coordinates were established by differentially corrected
 AH4366.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4366.
 AH4366.The orthometric height was determined by differential leveling and
 AH4366.adjusted in June 2000.
 AH4366
 AH4366.Photographs are available for this station.
 AH4366
 AH4366.The dynamic height is computed by dividing the NAVD 88
 AH4366.geopotential number by the normal gravity value computed on the
 AH4366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4366.degrees latitude (g = 980.6199 gals.).
 AH4366
 AH4366.The modeled gravity was interpolated from observed gravity values.
 AH4366
 AH4366;                    North         East    Units  Estimated Accuracy
 AH4366;SPC MN S     -   301,528.5     864,570.2     MT  (+/- 3 meters HH1 GPS) 
 AH4366
 AH4366                          SUPERSEDED SURVEY CONTROL
 AH4366
 AH4366.No superseded survey control is available for this station.
 AH4366
 AH4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8547561953(NAD 83)
 AH4366
 AH4366_MARKER: DV = VERTICAL CONTROL DISK
 AH4366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4366_STAMPING: 1982 BC 1989
 AH4366_MARK LOGO: MNDT  
 AH4366_PROJECTION: FLUSH
 AH4366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4366+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4366
 AH4366  HISTORY     - Date     Condition        Report By
 AH4366  HISTORY     - 1989     MONUMENTED       MNDT
 AH4366  HISTORY     - 20021217 GOOD             USPSQD
 AH4366  HISTORY     - 20051129 GOOD             USPSQD
 AH4366  HISTORY     - 20070618 GOOD             MNDT
 AH4366
 AH4366                          STATION DESCRIPTION
 AH4366
 AH4366'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4366'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.5 MILE NORTH ALONG
 AH4366'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4366'ROAD 30), NEAR THE DEERWOOD DRIVE BRIDGE OVER HIGHWAY 35E AT MILEPOINT
 AH4366'95.1, AND IN THE SW 1/4 OF SECTION 21, T27N, R23W.  THE MARK IS 69.6
 AH4366'FEET SOUTHEAST OF THE NORTHBOUND CENTERLINE OF HIGHWAY 35E, 50.0 FEET
 AH4366'SOUTH-SOUTHWEST OF THE EAST ABUTMENT OF THE BRIDGE, AND 0.6 FOOT
 AH4366'NORTH-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AH4366'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BC
 AH4366'1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25
 AH4366'FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW GROUND LEVEL.
 AH4366
 AH4366                          STATION RECOVERY (2002)
 AH4366
 AH4366'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4366'RECOVERED IN GOOD CONDITION.
 AH4366
 AH4366                          STATION RECOVERY (2005)
 AH4366
 AH4366'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4366'RECOVERED IN GOOD CONDITION.
 AH4366
 AH4366                          STATION RECOVERY (2007)
 AH4366
 AH4366'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4366'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-SOUTHWEST OF SAINT
 AH4366'PAUL PARK, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND
 AH4366'6.0 MI (9.7 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4366' 
 AH4366'TO REACH TO THE MARK AT EAGAN, GO 0.5 MI (0.8 KM) NORTH OF THE
 AH4366'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4366'NEAR DEERWOOD DRIVE BRIDGE OVER INTERSTATE HIGHWAY 35E, AT INTERSTATE
 AH4366'HIGHWAY 35E MILE POINT 95.1, 69.6 FT (21.2 M) SOUTHEAST OF NORTHBOUND
 AH4366'INTERSTATE HIGHWAY 35E, 50 FT (15.2 M) SOUTH-SOUTHWEST OF EAST
 AH4366'ABUTMENT OF BRIDGE, 0.6 FT (0.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4367 ***********************************************************************
 AH4367  DESIGNATION -  1982 BD
 AH4367  PID         -  AH4367
 AH4367  STATE/COUNTY-  MN/DAKOTA
 AH4367  COUNTRY     -  US
 AH4367  USGS QUAD   -  ST PAUL SW (1993)
 AH4367
 AH4367                         *CURRENT SURVEY CONTROL
 AH4367  ______________________________________________________________________
 AH4367* NAD 83(1986) POSITION- 44 48 39.16   (N) 093 11 00.54   (W)   HD_HELD1  
 AH4367* NAVD 88 ORTHO HEIGHT -   284.586  (meters)     933.68  (feet) ADJUSTED  
 AH4367  ______________________________________________________________________
 AH4367  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4367  DYNAMIC HEIGHT  -        284.574 (meters)      933.64  (feet) COMP
 AH4367  MODELED GRAVITY -    980,565.8   (mgal)                       NAVD 88
 AH4367
 AH4367  VERT ORDER      -  SECOND    CLASS I
 AH4367
 AH4367.The horizontal coordinates were established by differentially corrected
 AH4367.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4367.
 AH4367.The orthometric height was determined by differential leveling and
 AH4367.adjusted in June 2000.
 AH4367
 AH4367.No vertical observational check was made to the station.
 AH4367
 AH4367.Photographs are available for this station.
 AH4367
 AH4367.The dynamic height is computed by dividing the NAVD 88
 AH4367.geopotential number by the normal gravity value computed on the
 AH4367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4367.degrees latitude (g = 980.6199 gals.).
 AH4367
 AH4367.The modeled gravity was interpolated from observed gravity values.
 AH4367
 AH4367;                    North         East    Units  Estimated Accuracy
 AH4367;SPC MN S     -   301,533.3     864,586.0     MT  (+/- 3 meters HH1 GPS) 
 AH4367
 AH4367                          SUPERSEDED SURVEY CONTROL
 AH4367
 AH4367.No superseded survey control is available for this station.
 AH4367
 AH4367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8549161958(NAD 83)
 AH4367
 AH4367_MARKER: DV = VERTICAL CONTROL DISK
 AH4367_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4367_SP_SET: BRIDGE WALKWAY
 AH4367_STAMPING: 1982 BD 1989
 AH4367_MARK LOGO: MNDT  
 AH4367_PROJECTION: FLUSH
 AH4367_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4367+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4367
 AH4367  HISTORY     - Date     Condition        Report By
 AH4367  HISTORY     - 1989     MONUMENTED       MNDT
 AH4367  HISTORY     - 20070618 GOOD             MNDT
 AH4367
 AH4367                          STATION DESCRIPTION
 AH4367
 AH4367'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4367'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.5 MILE NORTH ALONG
 AH4367'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4367'ROAD 30), AT THE DEERWOOD DRIVE OVERPASS, AT HIGHWAY 35E MILEPOINT
 AH4367'88.7, AND IN THE SW 1/4 OF SECTION 21, T27N, R23W.  THE MARK IS 29.5
 AH4367'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF DEERWOOD DRIVE, 47.0 FEET
 AH4367'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 0.7 FOOT
 AH4367'NORTHEAST OF THE FACE OF THE SOUTH BRIDGE RAILING.  THE MARK, A
 AH4367'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BD
 AH4367'1989---, IS SET IN THE CONCRETE WALKWAY ON THE SOUTH SIDE OF BRIDGE
 AH4367'NUMBER 19817 (DEERWOOD DRIVE OVER HIGHWAY 35E).
 AH4367
 AH4367                          STATION RECOVERY (2007)
 AH4367
 AH4367'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4367'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-SOUTHWEST OF SAINT
 AH4367'PAUL PARK, 7.4 MI (11.9 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND
 AH4367'6.0 MI (9.7 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4367' 
 AH4367'TO REACH TO THE MARK AT EAGAN, GO 0.5 MI (0.8 KM) NORTH OF THE
 AH4367'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4367'IN CONCRETE WALKWAY ON SOUTH SIDE OF DEERWOOD DRIVE BRIDGE 19883 OVER
 AH4367'INTERSTATE HIGHWAY 35E, AT INTERSTATE HIGHWAY 35E MILE POINT 88.7,
 AH4367'29.5 FT (9.0 M) SOUTH OF DEERWOOD DRIVE, 47.0 FT (14.3 M)
 AH4367'WEST-NORTHWEST OF THE SOUTHEAST CORNER OF BRIDGE, 0.7 FT (0.2 M)
 AH4367'NORTHEAST OF SOUTH FACE OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4368 ***********************************************************************
 AH4368  DESIGNATION -  1982 BF
 AH4368  PID         -  AH4368
 AH4368  STATE/COUNTY-  MN/DAKOTA
 AH4368  COUNTRY     -  US
 AH4368  USGS QUAD   -  ST PAUL SW (1993)
 AH4368
 AH4368                         *CURRENT SURVEY CONTROL
 AH4368  ______________________________________________________________________
 AH4368* NAD 83(1986) POSITION- 44 48 46.69   (N) 093 10 48.18   (W)   HD_HELD1  
 AH4368* NAVD 88 ORTHO HEIGHT -   269.169  (meters)     883.10  (feet) ADJUSTED  
 AH4368  ______________________________________________________________________
 AH4368  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4368  DYNAMIC HEIGHT  -        269.157 (meters)      883.06  (feet) COMP
 AH4368  MODELED GRAVITY -    980,566.3   (mgal)                       NAVD 88
 AH4368
 AH4368  VERT ORDER      -  SECOND    CLASS I
 AH4368
 AH4368.The horizontal coordinates were established by differentially corrected
 AH4368.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4368.
 AH4368.The orthometric height was determined by differential leveling and
 AH4368.adjusted in June 2000.
 AH4368
 AH4368.Photographs are available for this station.
 AH4368
 AH4368.The dynamic height is computed by dividing the NAVD 88
 AH4368.geopotential number by the normal gravity value computed on the
 AH4368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4368.degrees latitude (g = 980.6199 gals.).
 AH4368
 AH4368.The modeled gravity was interpolated from observed gravity values.
 AH4368
 AH4368;                    North         East    Units  Estimated Accuracy
 AH4368;SPC MN S     -   301,768.5     864,855.3     MT  (+/- 3 meters HH1 GPS) 
 AH4368
 AH4368                          SUPERSEDED SURVEY CONTROL
 AH4368
 AH4368.No superseded survey control is available for this station.
 AH4368
 AH4368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8576362189(NAD 83)
 AH4368
 AH4368_MARKER: DV = VERTICAL CONTROL DISK
 AH4368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4368_STAMPING: 1982 BF 1989
 AH4368_MARK LOGO: MNDT  
 AH4368_PROJECTION: PROJECTING 10 CENTIMETERS
 AH4368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4368+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4368_ROD/PIPE-DEPTH: 11.6 meters
 AH4368
 AH4368  HISTORY     - Date     Condition        Report By
 AH4368  HISTORY     - 1989     MONUMENTED       MNDT
 AH4368  HISTORY     - 20070618 GOOD             MNDT
 AH4368
 AH4368                          STATION DESCRIPTION
 AH4368
 AH4368'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4368'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.8 MILE NORTH ALONG
 AH4368'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4368'ROAD 30), ABOUT 1200 FEET NORTHEAST OF THE DEERWOOD DRIVE BRIDGE OVER
 AH4368'HIGHWAY 35E, AT MILEPOINT 95.65, AND IN THE NW 1/4 OF SECTION 21,
 AH4368'T27N, R23W.  THE MARK IS 43.5 FEET NORTHWEST OF THE WEST EDGE
 AH4368'(CONCRETE) OF THE SOUTHBOUND LANE OF HIGHWAY 35E (AT ENGINEERS STATION
 AH4368'482+25), 94.0 FEET EAST OF A STEEL POST, 7.4 FEET WEST-SOUTHWEST OF AN
 AH4368'18-INCH DIAMETER OAK TREE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 AH4368'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AH4368'STAMPED---1982 BF 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 AH4368'DIAMETER BY 38 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT ABOVE
 AH4368'GROUND LEVEL.
 AH4368
 AH4368                          STATION RECOVERY (2007)
 AH4368
 AH4368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4368'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF SAINT
 AH4368'PAUL PARK, 7.2 MI (11.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND
 AH4368'6.1 MI (9.8 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4368' 
 AH4368'TO REACH TO THE MARK AT EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 AH4368'95.65, 0.8 MI (1.3 KM) NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35E
 AH4368'AND COUNTY ROAD 30 (DIFFLEY ROAD), 1200 FT (365.8 M) NORTH OF DEERWOOD
 AH4368'DRIVE, 43.5 FT (13.3 M) NORTHWEST OF WEST EDGE OF SOUTH BOUND
 AH4368'INTERSTATE HIGHWAY 35E, AT STATION 485+25, 94.0 FT (28.7 M) EAST OF
 AH4368'STEEL POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4369 ***********************************************************************
 AH4369  DESIGNATION -  1982 BG
 AH4369  PID         -  AH4369
 AH4369  STATE/COUNTY-  MN/DAKOTA
 AH4369  COUNTRY     -  US
 AH4369  USGS QUAD   -  ST PAUL SW (1993)
 AH4369
 AH4369                         *CURRENT SURVEY CONTROL
 AH4369  ______________________________________________________________________
 AH4369* NAD 83(1986) POSITION- 44 49 07.     (N) 093 10 19.     (W)   SCALED    
 AH4369* NAVD 88 ORTHO HEIGHT -   259.393  (meters)     851.03  (feet) ADJUSTED  
 AH4369  ______________________________________________________________________
 AH4369  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AH4369  DYNAMIC HEIGHT  -        259.382 (meters)      850.99  (feet) COMP
 AH4369  MODELED GRAVITY -    980,567.3   (mgal)                       NAVD 88
 AH4369
 AH4369  VERT ORDER      -  SECOND    CLASS I
 AH4369
 AH4369.The horizontal coordinates were scaled from a topographic map and have
 AH4369.an estimated accuracy of +/- 6 seconds.
 AH4369.
 AH4369.The orthometric height was determined by differential leveling and
 AH4369.adjusted in June 2000.
 AH4369
 AH4369.Photographs are available for this station.
 AH4369
 AH4369.The dynamic height is computed by dividing the NAVD 88
 AH4369.geopotential number by the normal gravity value computed on the
 AH4369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4369.degrees latitude (g = 980.6199 gals.).
 AH4369
 AH4369.The modeled gravity was interpolated from observed gravity values.
 AH4369
 AH4369;                    North         East    Units  Estimated Accuracy
 AH4369;SPC MN S     -   302,400.      865,490.      MT  (+/- 180 meters Scaled)
 AH4369
 AH4369                          SUPERSEDED SURVEY CONTROL
 AH4369
 AH4369.No superseded survey control is available for this station.
 AH4369
 AH4369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK864628(NAD 83)
 AH4369
 AH4369_MARKER: DV = VERTICAL CONTROL DISK
 AH4369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4369_STAMPING: 1982 BG 1989
 AH4369_MARK LOGO: MNDT  
 AH4369_PROJECTION: FLUSH
 AH4369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4369+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4369
 AH4369  HISTORY     - Date     Condition        Report By
 AH4369  HISTORY     - 1989     MONUMENTED       MNDT
 AH4369  HISTORY     - 20070618 POOR             MNDT
 AH4369
 AH4369                          STATION DESCRIPTION
 AH4369
 AH4369'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4369'THE MARK IS LOCATED IN THE CITY OF EAGAN, 1.25 MILES NORTH ALONG
 AH4369'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH DIFFLEY ROAD (COUNTY
 AH4369'ROAD 30), AT HIGHWAY 35E MILEPOINT 96.2, AND IN THE NE 1/4 OF SECTION
 AH4369'21, T27N, R23W.  THE MARK IS 77.5 FEET EAST-SOUTHEAST OF THE EAST EDGE
 AH4369'(CONCRETE) OF THE NORTHBOUND LANE OF HIGHWAY 35E, 4.4 FEET SOUTHEAST
 AH4369'OF A RIGHT - OF - WAY FENCE, 7.0 FEET WEST-SOUTHWEST OF AN 18-INCH
 AH4369'DIAMETER OAK TREE, AND 1.0 FOOT NORTH-NORTHWEST OF A STEEL WITNESS
 AH4369'POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4369'DISK STAMPED---1982 BG 1989---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4369'3/4-INCH DIAMETER BY 12.5 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1 FOOT
 AH4369'ABOVE GROUND LEVEL.
 AH4369
 AH4369                          STATION RECOVERY (2007)
 AH4369
 AH4369'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4369'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL PARK,
 AH4369'6.7 MI (10.8 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 6.4 MI
 AH4369'(10.3 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4369' 
 AH4369'TO REACH TO THE MARK AT EAGAN, GO 1.25 MI (2.0 KM) NORTH OF THE
 AH4369'JUNCTION OF INTERSTATE HIGHWAY 35E AND COUNTY ROAD 30 (DIFFLEY ROAD),
 AH4369'AT INTERSTATE HIGHWAY 35E MILE POINT 96.2, 77.5 FT (23.6 M)
 AH4369'EAST-SOUTHEAST OF EAST EDGE OF NORTHBOUND INTERSTATE HIGHWAY 35E, 4.4
 AH4369'FT (1.3 M) SOUTHEAST OF RIGHT OF WAY FENCE, 1.0 FT (0.3 M)
 AH4369'NORTH-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4370 ***********************************************************************
 AH4370  DESIGNATION -  1982 BH
 AH4370  PID         -  AH4370
 AH4370  STATE/COUNTY-  MN/DAKOTA
 AH4370  COUNTRY     -  US
 AH4370  USGS QUAD   -  ST PAUL SW (1993)
 AH4370
 AH4370                         *CURRENT SURVEY CONTROL
 AH4370  ______________________________________________________________________
 AH4370* NAD 83(1986) POSITION- 44 49 20.09   (N) 093 10 19.89   (W)   HD_HELD1  
 AH4370* NAVD 88 ORTHO HEIGHT -   264.225  (meters)     866.88  (feet) ADJUSTED  
 AH4370  ______________________________________________________________________
 AH4370  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4370  DYNAMIC HEIGHT  -        264.214 (meters)      866.84  (feet) COMP
 AH4370  MODELED GRAVITY -    980,568.0   (mgal)                       NAVD 88
 AH4370
 AH4370  VERT ORDER      -  SECOND    CLASS I
 AH4370
 AH4370.The horizontal coordinates were established by differentially corrected
 AH4370.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4370.
 AH4370.The orthometric height was determined by differential leveling and
 AH4370.adjusted in June 2000.
 AH4370
 AH4370.Photographs are available for this station.
 AH4370
 AH4370.The dynamic height is computed by dividing the NAVD 88
 AH4370.geopotential number by the normal gravity value computed on the
 AH4370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4370.degrees latitude (g = 980.6199 gals.).
 AH4370
 AH4370.The modeled gravity was interpolated from observed gravity values.
 AH4370
 AH4370;                    North         East    Units  Estimated Accuracy
 AH4370;SPC MN S     -   302,805.6     865,466.4     MT  (+/- 3 meters HH1 GPS) 
 AH4370
 AH4370                          SUPERSEDED SURVEY CONTROL
 AH4370
 AH4370.No superseded survey control is available for this station.
 AH4370
 AH4370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8638663219(NAD 83)
 AH4370
 AH4370_MARKER: DV = VERTICAL CONTROL DISK
 AH4370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4370_STAMPING: 1982 BH 1989
 AH4370_MARK LOGO: MNDT  
 AH4370_PROJECTION: PROJECTING 8 CENTIMETERS
 AH4370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4370+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4370_ROD/PIPE-DEPTH: 10.7 meters
 AH4370
 AH4370  HISTORY     - Date     Condition        Report By
 AH4370  HISTORY     - 1989     MONUMENTED       MNDT
 AH4370  HISTORY     - 20070618 GOOD             MNDT
 AH4370
 AH4370                          STATION DESCRIPTION
 AH4370
 AH4370'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4370'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.65 MILE SOUTH ALONG
 AH4370'INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH PILOT KNOB ROAD (COUNTY
 AH4370'ROAD 31), AT HIGHWAY 35E MILEPOINT 96.45, AND IN THE SE 1/4 OF SECTION
 AH4370'16, T27N, R23W.  THE MARK IS 102.0 FEET EAST-SOUTHEAST OF THE EAST
 AH4370'EDGE (CONCRETE) OF THE NORTHBOUND LANE OF HIGHWAY 35E, 17.5 FEET
 AH4370'WEST-NORTHWEST OF A RIGHT - OF - WAY FENCE, 52.5 FEET SOUTH-SOUTHWEST
 AH4370'OF A POWER POLE (WITH A TRANSFORMER), AND 1.2 FEET WEST-NORTHWEST OF A
 AH4370'STEEL WITNESS POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AH4370'CONTROL MONUMENT DISK STAMPED---1982 BH 1989---, IS FORCED ONTO THE
 AH4370'TOP OF A DRIVEN 3/4-INCH DIAMETER BY 35.0 FOOT LONG ALUMINUM ALLOY ROD
 AH4370'AND IS 0.2 FOOT ABOVE GROUND LEVEL.
 AH4370
 AH4370                          STATION RECOVERY (2007)
 AH4370
 AH4370'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4370'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL PARK,
 AH4370'6.6 MI (10.6 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 6.3 MI
 AH4370'(10.1 KM) EAST-SOUTHEAST OF BLOOMINGTON.
 AH4370' 
 AH4370'TO REACH TO THE MARK AT EAGAN, AT INTERSTATE HIGHWAY 35E MILE POINT
 AH4370'96.45, GO 0.65 MI (1.0 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY
 AH4370'35E AND COUNTY ROAD 31 (PILOT KNOB ROAD), 223.0 FT (68.0 M)
 AH4370'SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER BOX, 102.0 FT (31.1 M)
 AH4370'EAST-SOUTHEAST OF EAST EDGE OF CONCRETE ON NORTHBOUND INTERSTATE
 AH4370'HIGHWAY 35E, 17.5 FT (5.3 M) WEST-NORTHWEST OF RIGHT OF WAY FENCE, 1.2
 AH4370'FT (0.4 M) WEST-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4371 ***********************************************************************
 AH4371  DESIGNATION -  1982 BI
 AH4371  PID         -  AH4371
 AH4371  STATE/COUNTY-  MN/DAKOTA
 AH4371  COUNTRY     -  US
 AH4371  USGS QUAD   -  ST PAUL SW (1993)
 AH4371
 AH4371                         *CURRENT SURVEY CONTROL
 AH4371  ______________________________________________________________________
 AH4371* NAD 83(1986) POSITION- 44 49 37.55   (N) 093 10 09.61   (W)   HD_HELD1  
 AH4371* NAVD 88 ORTHO HEIGHT -   273.923  (meters)     898.70  (feet) ADJUSTED  
 AH4371  ______________________________________________________________________
 AH4371  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4371  DYNAMIC HEIGHT  -        273.912 (meters)      898.66  (feet) COMP
 AH4371  MODELED GRAVITY -    980,569.3   (mgal)                       NAVD 88
 AH4371
 AH4371  VERT ORDER      -  SECOND    CLASS I
 AH4371
 AH4371.The horizontal coordinates were established by differentially corrected
 AH4371.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4371.
 AH4371.The orthometric height was determined by differential leveling and
 AH4371.adjusted in June 2000.
 AH4371
 AH4371.Photographs are available for this station.
 AH4371
 AH4371.The dynamic height is computed by dividing the NAVD 88
 AH4371.geopotential number by the normal gravity value computed on the
 AH4371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4371.degrees latitude (g = 980.6199 gals.).
 AH4371
 AH4371.The modeled gravity was interpolated from observed gravity values.
 AH4371
 AH4371;                    North         East    Units  Estimated Accuracy
 AH4371;SPC MN S     -   303,346.8     865,686.7     MT  (+/- 3 meters HH1 GPS) 
 AH4371
 AH4371                          SUPERSEDED SURVEY CONTROL
 AH4371
 AH4371.No superseded survey control is available for this station.
 AH4371
 AH4371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8661363757(NAD 83)
 AH4371
 AH4371_MARKER: DV = VERTICAL CONTROL DISK
 AH4371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4371_STAMPING: 1982 BI 1989
 AH4371_MARK LOGO: MNDT  
 AH4371_PROJECTION: FLUSH
 AH4371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4371+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4371_ROD/PIPE-DEPTH:  5.5 meters
 AH4371
 AH4371  HISTORY     - Date     Condition        Report By
 AH4371  HISTORY     - 1989     MONUMENTED       MNDT
 AH4371  HISTORY     - 20070618 GOOD             MNDT
 AH4371
 AH4371                          STATION DESCRIPTION
 AH4371
 AH4371'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4371'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.2 MILE SOUTH ALONG PILOT
 AH4371'KNOB ROAD (COUNTY ROAD 31) FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4371'35E, THENCE 0.1 MILE WEST ALONG DUCKWOOD DRIVE, AT THE WEST END OF THE
 AH4371'PARKING LOT FOR THE EAGAN MEDICAL CENTER, AND IN THE NE 1/4 OF SECTION
 AH4371'16, T27N, R23W.  THE MARK IS 5.4 FEET SOUTHEAST OF A RIGHT - OF - WAY
 AH4371'FENCE, 95.0 FEET NORTH OF A LIGHT STANDARD, 82.4 FEET NORTHEAST OF A
 AH4371'14-INCH DIAMETER PINE TREE, AND 0.9 FOOT NORTHWEST OF A STEEL WITNESS
 AH4371'POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4371'DISK STAMPED---1982 BI 1989---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4371'3/4-INCH DIAMETER BY 18.0 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT
 AH4371'BELOW GROUND LEVEL.
 AH4371
 AH4371                          STATION RECOVERY (2007)
 AH4371
 AH4371'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4371'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF SAINT PAUL PARK,
 AH4371'6.4 MI (10.3 KM) EAST OF BLOOMINGTON AND 6.4 MI (10.3 KM)
 AH4371'WEST-SOUTHWEST OF INVER GROVE HEIGHTS.
 AH4371' 
 AH4371'TO REACH TO THE MARK AT EAGAN, GO 0.2 MI (0.3 KM) SOUTH OF THE
 AH4371'JUNCTION OF INTERSTATE HIGHWAY 35E AND PILOT KNOB ROAD (COUNTY ROAD
 AH4371'31) THEN 0.1 MI (0.2 KM) WEST ON DUCKWOOD DRIVE, AT WEST END OF
 AH4371'PARKING LOT AT EAGAN MEDICAL CENTER, 5.4 FT (1.6 M) SOUTHEAST OF RIGHT
 AH4371'OF WAY FENCE, 95.0 FT (29.0 M) NORTH OF LIGHT STANDARD, 0.9 FT (0.3 M)
 AH4371'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4374 ***********************************************************************
 AH4374  DESIGNATION -  1982 BJ
 AH4374  PID         -  AH4374
 AH4374  STATE/COUNTY-  MN/DAKOTA
 AH4374  COUNTRY     -  US
 AH4374  USGS QUAD   -  ST PAUL SW (1993)
 AH4374
 AH4374                         *CURRENT SURVEY CONTROL
 AH4374  ______________________________________________________________________
 AH4374* NAD 83(1986) POSITION- 44 50 00.03   (N) 093 09 52.55   (W)   HD_HELD1  
 AH4374* NAVD 88 ORTHO HEIGHT -   278.473  (meters)     913.62  (feet) ADJUSTED  
 AH4374  ______________________________________________________________________
 AH4374  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4374  DYNAMIC HEIGHT  -        278.463 (meters)      913.59  (feet) COMP
 AH4374  MODELED GRAVITY -    980,570.8   (mgal)                       NAVD 88
 AH4374
 AH4374  VERT ORDER      -  SECOND    CLASS I
 AH4374
 AH4374.The horizontal coordinates were established by differentially corrected
 AH4374.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4374.
 AH4374.The orthometric height was determined by differential leveling and
 AH4374.adjusted in June 2000.
 AH4374
 AH4374.Photographs are available for this station.
 AH4374
 AH4374.The dynamic height is computed by dividing the NAVD 88
 AH4374.geopotential number by the normal gravity value computed on the
 AH4374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4374.degrees latitude (g = 980.6199 gals.).
 AH4374
 AH4374.The modeled gravity was interpolated from observed gravity values.
 AH4374
 AH4374;                    North         East    Units  Estimated Accuracy
 AH4374;SPC MN S     -   304,044.5     866,054.3     MT  (+/- 3 meters HH1 GPS) 
 AH4374
 AH4374                          SUPERSEDED SURVEY CONTROL
 AH4374
 AH4374.No superseded survey control is available for this station.
 AH4374
 AH4374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8698964450(NAD 83)
 AH4374
 AH4374_MARKER: DV = VERTICAL CONTROL DISK
 AH4374_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4374_SP_SET: BRIDGE RAILING
 AH4374_STAMPING: 1982 BJ 1988
 AH4374_MARK LOGO: MNDT  
 AH4374_PROJECTION: FLUSH
 AH4374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4374+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4374
 AH4374  HISTORY     - Date     Condition        Report By
 AH4374  HISTORY     - 1988     MONUMENTED       MNDT
 AH4374  HISTORY     - 20070618 GOOD             MNDT
 AH4374
 AH4374                          STATION DESCRIPTION
 AH4374
 AH4374'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4374'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF YANKEE
 AH4374'DOODLE ROAD (COUNTY ROAD 28) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4374'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 30.5 FEET SOUTH OF THE
 AH4374'EASTBOUND CENTERLINE OF YANKEE DOODLE ROAD, 29.1 FEET EAST OF THE
 AH4374'SOUTHWEST CORNER OF THE SOUTH BRIDGE RAILING, AND 32.1 FEET EAST OF
 AH4374'THE END STEEL FENCE POST OF THE BRIDGE FENCE.  THE MARK, A STANDARD
 AH4374'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BJ 1988---, IS SET
 AH4374'IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHWEST CORNER OF BRIDGE
 AH4374'NUMBER 19864 (YANKEE DOODLE ROAD OVER HIGHWAY 35E).
 AH4374
 AH4374                          STATION RECOVERY (2007)
 AH4374
 AH4374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4374'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF SAINT
 AH4374'PAUL, 6.6 MI (10.6 KM) EAST OF BLOOMINGTON AND 6.1 MI (9.8 KM) WEST OF
 AH4374'INVER GROVE HEIGHTS.
 AH4374' 
 AH4374'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING ON YANKEE DOODLE
 AH4374'ROAD (COUNTY ROAD 28) BRIDGE 19864 OVER INTERSTATE HIGHWAY 35E, GO
 AH4374'30.5 FT (9.3 M) SOUTH OF EASTBOUND COUNTY ROAD 28, 29.1 FT (8.9 M)
 AH4374'EAST OF THE SOUTHWEST CORNER OF SOUTH BRIDGE RAILING, 32.1 FT (9.8 M)
 AH4374'EAST OF END STEEL FENCE POST IN BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4376 ***********************************************************************
 AH4376  DESIGNATION -  1982 BK
 AH4376  PID         -  AH4376
 AH4376  STATE/COUNTY-  MN/DAKOTA
 AH4376  COUNTRY     -  US
 AH4376  USGS QUAD   -  ST PAUL SW (1993)
 AH4376
 AH4376                         *CURRENT SURVEY CONTROL
 AH4376  ______________________________________________________________________
 AH4376* NAD 83(1986) POSITION- 44 49 59.78   (N) 093 09 47.77   (W)   HD_HELD1  
 AH4376* NAVD 88 ORTHO HEIGHT -   277.594  (meters)     910.74  (feet) ADJUSTED  
 AH4376  ______________________________________________________________________
 AH4376  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4376  DYNAMIC HEIGHT  -        277.584 (meters)      910.71  (feet) COMP
 AH4376  MODELED GRAVITY -    980,570.7   (mgal)                       NAVD 88
 AH4376
 AH4376  VERT ORDER      -  SECOND    CLASS I
 AH4376
 AH4376.The horizontal coordinates were established by differentially corrected
 AH4376.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4376.
 AH4376.The orthometric height was determined by differential leveling and
 AH4376.adjusted in June 2000.
 AH4376
 AH4376.No vertical observational check was made to the station.
 AH4376
 AH4376.Photographs are available for this station.
 AH4376
 AH4376.The dynamic height is computed by dividing the NAVD 88
 AH4376.geopotential number by the normal gravity value computed on the
 AH4376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4376.degrees latitude (g = 980.6199 gals.).
 AH4376
 AH4376.The modeled gravity was interpolated from observed gravity values.
 AH4376
 AH4376;                    North         East    Units  Estimated Accuracy
 AH4376;SPC MN S     -   304,037.9     866,159.4     MT  (+/- 3 meters HH1 GPS) 
 AH4376
 AH4376                          SUPERSEDED SURVEY CONTROL
 AH4376
 AH4376.No superseded survey control is available for this station.
 AH4376
 AH4376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8709464442(NAD 83)
 AH4376
 AH4376_MARKER: DV = VERTICAL CONTROL DISK
 AH4376_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4376_SP_SET: BRIDGE RAILING
 AH4376_STAMPING: 1982 BK 1988
 AH4376_MARK LOGO: MNDT  
 AH4376_PROJECTION: FLUSH
 AH4376_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4376+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4376
 AH4376  HISTORY     - Date     Condition        Report By
 AH4376  HISTORY     - 1988     MONUMENTED       MNDT
 AH4376  HISTORY     - 20021217 GOOD             USPSQD
 AH4376  HISTORY     - 20051129 GOOD             USPSQD
 AH4376  HISTORY     - 20070618 GOOD             MNDT
 AH4376
 AH4376                          STATION DESCRIPTION
 AH4376
 AH4376'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4376'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF YANKEE
 AH4376'DOODLE ROAD (COUNTY ROAD 28) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4376'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 30.4 FEET WEST OF THE
 AH4376'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING, AND 59.2 FEET
 AH4376'WEST-NORTHWEST OF A LIGHT STANDARD (NUMBERED EIV 14).  THE MARK, A
 AH4376'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BK
 AH4376'1988---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST
 AH4376'CORNER OF BRIDGE NUMBER 19864 (YANKEE DOODLE ROAD OVER HIGHWAY 35E).
 AH4376
 AH4376                          STATION RECOVERY (2002)
 AH4376
 AH4376'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4376'RECOVERED IN GOOD CONDITION.
 AH4376
 AH4376                          STATION RECOVERY (2005)
 AH4376
 AH4376'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4376'RECOVERED IN GOOD CONDITION.
 AH4376
 AH4376                          STATION RECOVERY (2007)
 AH4376
 AH4376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4376'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF SAINT
 AH4376'PAUL, 6.7 MI (10.8 KM) EAST OF BLOOMINGTON AND 6.0 MI (9.7 KM) WEST OF
 AH4376'INVER GROVE HEIGHTS.
 AH4376' 
 AH4376'TO REACH TO THE MARK AT EAGAN, IN THE TOP OF RAILING AT SOUTHEAST
 AH4376'CORNER OF YANKEE DOODLE ROAD (COUNTY ROAD 28) BRIDGE 19864 OVER
 AH4376'INTERSTATE HIGHWAY 35E, GO 30.4 FT (9.3 M) WEST OF THE SOUTHEAST
 AH4376'CORNER OF SOUTH BRIDGE RAILING, 59.2 FT (18.0 M) WEST-NORTHWEST OF
 AH4376'LIGHT STANDARD EIV14.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4373 ***********************************************************************
 AH4373  DESIGNATION -  1982 BL
 AH4373  PID         -  AH4373
 AH4373  STATE/COUNTY-  MN/DAKOTA
 AH4373  COUNTRY     -  US
 AH4373  USGS QUAD   -  ST PAUL SW (1993)
 AH4373
 AH4373                         *CURRENT SURVEY CONTROL
 AH4373  ______________________________________________________________________
 AH4373* NAD 83(1986) POSITION- 44 49 51.21   (N) 093 10 01.49   (W)   HD_HELD1  
 AH4373* NAVD 88 ORTHO HEIGHT -   278.408  (meters)     913.41  (feet) ADJUSTED  
 AH4373  ______________________________________________________________________
 AH4373  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4373  DYNAMIC HEIGHT  -        278.397 (meters)      913.37  (feet) COMP
 AH4373  MODELED GRAVITY -    980,570.1   (mgal)                       NAVD 88
 AH4373
 AH4373  VERT ORDER      -  SECOND    CLASS I
 AH4373
 AH4373.The horizontal coordinates were established by differentially corrected
 AH4373.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4373.
 AH4373.The orthometric height was determined by differential leveling and
 AH4373.adjusted in June 2000.
 AH4373
 AH4373.Photographs are available for this station.
 AH4373
 AH4373.The dynamic height is computed by dividing the NAVD 88
 AH4373.geopotential number by the normal gravity value computed on the
 AH4373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4373.degrees latitude (g = 980.6199 gals.).
 AH4373
 AH4373.The modeled gravity was interpolated from observed gravity values.
 AH4373
 AH4373;                    North         East    Units  Estimated Accuracy
 AH4373;SPC MN S     -   303,770.3     865,860.8     MT  (+/- 3 meters HH1 GPS) 
 AH4373
 AH4373                          SUPERSEDED SURVEY CONTROL
 AH4373
 AH4373.No superseded survey control is available for this station.
 AH4373
 AH4373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8679264178(NAD 83)
 AH4373
 AH4373_MARKER: DV = VERTICAL CONTROL DISK
 AH4373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4373_SP_SET: BRIDGE ABUTMENT
 AH4373_STAMPING: 1982 BL 1988
 AH4373_MARK LOGO: MNDT  
 AH4373_PROJECTION: FLUSH
 AH4373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4373+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 AH4373
 AH4373  HISTORY     - Date     Condition        Report By
 AH4373  HISTORY     - 1988     MONUMENTED       MNDT
 AH4373  HISTORY     - 20070618 GOOD             MNDT
 AH4373
 AH4373                          STATION DESCRIPTION
 AH4373
 AH4373'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4373'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE JUNCTION OF PILOT
 AH4373'KNOB ROAD (COUNTY ROAD 31) AND INTERSTATE HIGHWAY 35E, AND IN THE NW
 AH4373'1/4 OF SECTION 15, T27N, R23W.  THE MARK IS 33.0 FEET EAST OF THE
 AH4373'CENTERLINE OF PILOT KNOB ROAD, 10.0 FEET EAST OF THE EAST FACE OF THE
 AH4373'EAST BRIDGE RAILING, 88.9 FEET SOUTH-SOUTHWEST OF A SIGNAL LIGHT
 AH4373'STANDARD, 2.1 FEET NORTH OF THE NORTH END OF A STEEL FENCE POST OF THE
 AH4373'BRIDGE FENCE, AND 1.0 FEET WEST OF THE WEST FACE OF THE CONCRETE
 AH4373'RETAINING WALL.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AH4373'DISK STAMPED---1982 BL 1988---, IS SET IN THE ABUTMENT AT THE
 AH4373'NORTHEAST CORNER OF BRIDGE NUMBER 19818 (PILOT KNOB ROAD OVER HIGHWAY
 AH4373'35E).
 AH4373
 AH4373                          STATION RECOVERY (2007)
 AH4373
 AH4373'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4373'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF SAINT
 AH4373'PAUL, 6.5 MI (10.5 KM) EAST OF BLOOMINGTON AND 6.2 MI (10.0 KM) WEST
 AH4373'OF INVER GROVE HEIGHTS.
 AH4373' 
 AH4373'TO REACH TO THE MARK AT EAGAN, IN NORTHEAST ABUTMENT ON PILOT KNOB
 AH4373'ROAD (COUNTY ROAD 31) BRIDGE 19818 OVER INTERSTATE HIGHWAY 35E, GO
 AH4373'33.0 FT (10.1 M) EAST OF COUNTY ROAD 31, 10 FT (3.0 M) EAST OF EAST
 AH4373'FACE OF BRIDGE RAILING, 88.9 FT (27.1 M) SOUTH-SOUTHWEST OF LIGHT
 AH4373'STANDARD, 2.1 FT (0.6 M) NORTH OF NORTH END STEEL FENCE POST IN BRIDGE
 AH4373'FENCE, 1.0 FT (0.3 M) WEST OF WEST FACE OF CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4378 ***********************************************************************
 AH4378  DESIGNATION -  1982 BO
 AH4378  PID         -  AH4378
 AH4378  STATE/COUNTY-  MN/DAKOTA
 AH4378  COUNTRY     -  US
 AH4378  USGS QUAD   -  ST PAUL SW (1993)
 AH4378
 AH4378                         *CURRENT SURVEY CONTROL
 AH4378  ______________________________________________________________________
 AH4378* NAD 83(1986) POSITION- 44 50 52.05   (N) 093 09 08.74   (W)   HD_HELD1  
 AH4378* NAVD 88 ORTHO HEIGHT -   279.607  (meters)     917.34  (feet) ADJUSTED  
 AH4378  ______________________________________________________________________
 AH4378  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4378  DYNAMIC HEIGHT  -        279.597 (meters)      917.31  (feet) COMP
 AH4378  MODELED GRAVITY -    980,574.0   (mgal)                       NAVD 88
 AH4378
 AH4378  VERT ORDER      -  SECOND    CLASS I
 AH4378
 AH4378.The horizontal coordinates were established by differentially corrected
 AH4378.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4378.
 AH4378.The orthometric height was determined by differential leveling and
 AH4378.adjusted in June 2000.
 AH4378
 AH4378.Photographs are available for this station.
 AH4378
 AH4378.The dynamic height is computed by dividing the NAVD 88
 AH4378.geopotential number by the normal gravity value computed on the
 AH4378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4378.degrees latitude (g = 980.6199 gals.).
 AH4378
 AH4378.The modeled gravity was interpolated from observed gravity values.
 AH4378
 AH4378;                    North         East    Units  Estimated Accuracy
 AH4378;SPC MN S     -   305,660.0     866,999.9     MT  (+/- 3 meters HH1 GPS) 
 AH4378
 AH4378                          SUPERSEDED SURVEY CONTROL
 AH4378
 AH4378.No superseded survey control is available for this station.
 AH4378
 AH4378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8795466053(NAD 83)
 AH4378
 AH4378_MARKER: DR = REFERENCE MARK DISK
 AH4378_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4378_SP_SET: BRIDGE ABUTMENT
 AH4378_STAMPING: 1982 BO 1988
 AH4378_MARK LOGO: MNDT  
 AH4378_PROJECTION: FLUSH
 AH4378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4378+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4378
 AH4378  HISTORY     - Date     Condition        Report By
 AH4378  HISTORY     - 1988     MONUMENTED       MNDT
 AH4378  HISTORY     - 20021217 GOOD             USPSQD
 AH4378  HISTORY     - 20050111 GOOD             USPSQD
 AH4378  HISTORY     - 20070614 GOOD             MNDT
 AH4378
 AH4378                          STATION DESCRIPTION
 AH4378
 AH4378'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4378'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING LONE
 AH4378'OAK ROAD (COUNTY ROAD 26) OVER INTERSTATE HIGHWAY 35E, AND IN THE NE
 AH4378'1/4 OF SECTION 10, T27N, R23W.  THE MARK IS 29.5 FEET SOUTH OF THE
 AH4378'CENTERLINE OF EASTBOUND LONE OAK ROAD, 11.6 FOOT EAST-SOUTHEAST OF THE
 AH4378'SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING, AND 0.7 FEET NORTHWEST
 AH4378'OF THE END FENCE POST OF THE BRIDGE FENCE.  THE MARK, A STANDARD MNDT
 AH4378'REFERENCE MARK DISK STAMPED---1982 BO 1988---, IS SET IN THE ABUTMENT
 AH4378'AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19836 (LONE OAK ROAD OVER
 AH4378'HIGHWAY 35E).
 AH4378
 AH4378                          STATION RECOVERY (2002)
 AH4378
 AH4378'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4378'RECOVERED IN GOOD CONDITION.
 AH4378
 AH4378                          STATION RECOVERY (2005)
 AH4378
 AH4378'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4378'RECOVERED IN GOOD CONDITION AAS DESCRIBED. SPSPS. ATD
 AH4378
 AH4378                          STATION RECOVERY (2007)
 AH4378
 AH4378'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4378'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF SAINT
 AH4378'PAUL, 7.2 MI (11.6 KM) EAST OF BLOOMINGTON AND 5.4 MI (8.7 KM) WEST OF
 AH4378'INVER GROVE HEIGHTS.
 AH4378' 
 AH4378'TO REACH TO THE MARK AT EAGAN, IN SOUTHEAST ABUTMENT ON LONE OAK ROAD
 AH4378'(COUNTY ROAD 26) BRIDGE 19836 OVER 35E, GO 29.5 FT (9.0 M) SOUTH OF
 AH4378'COUNTY ROAD 26, 11.6 FT (3.5 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 AH4378'OF SOUTH BRIDGE RAILING, 0.7 FT (0.2 M) NORTHWEST OF END FENCE POST IN
 AH4378'BRIDGE FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4377 ***********************************************************************
 AH4377  DESIGNATION -  1982 BP
 AH4377  PID         -  AH4377
 AH4377  STATE/COUNTY-  MN/DAKOTA
 AH4377  COUNTRY     -  US
 AH4377  USGS QUAD   -  ST PAUL SW (1993)
 AH4377
 AH4377                         *CURRENT SURVEY CONTROL
 AH4377  ______________________________________________________________________
 AH4377* NAD 83(1986) POSITION- 44 50 52.06   (N) 093 09 14.50   (W)   HD_HELD1  
 AH4377* NAVD 88 ORTHO HEIGHT -   280.354  (meters)     919.79  (feet) ADJUSTED  
 AH4377  ______________________________________________________________________
 AH4377  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4377  DYNAMIC HEIGHT  -        280.344 (meters)      919.76  (feet) COMP
 AH4377  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 AH4377
 AH4377  VERT ORDER      -  SECOND    CLASS I
 AH4377
 AH4377.The horizontal coordinates were established by differentially corrected
 AH4377.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4377.
 AH4377.The orthometric height was determined by differential leveling and
 AH4377.adjusted in June 2000.
 AH4377
 AH4377.Photographs are available for this station.
 AH4377
 AH4377.The dynamic height is computed by dividing the NAVD 88
 AH4377.geopotential number by the normal gravity value computed on the
 AH4377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4377.degrees latitude (g = 980.6199 gals.).
 AH4377
 AH4377.The modeled gravity was interpolated from observed gravity values.
 AH4377
 AH4377;                    North         East    Units  Estimated Accuracy
 AH4377;SPC MN S     -   305,659.0     866,873.4     MT  (+/- 3 meters HH1 GPS) 
 AH4377
 AH4377                          SUPERSEDED SURVEY CONTROL
 AH4377
 AH4377.No superseded survey control is available for this station.
 AH4377
 AH4377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8782866054(NAD 83)
 AH4377
 AH4377_MARKER: DR = REFERENCE MARK DISK
 AH4377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4377_SP_SET: BRIDGE ABUTMENT
 AH4377_STAMPING: 1982 BP 1988
 AH4377_MARK LOGO: MNDT  
 AH4377_PROJECTION: FLUSH
 AH4377_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4377+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4377
 AH4377  HISTORY     - Date     Condition        Report By
 AH4377  HISTORY     - 1988     MONUMENTED       MNDT
 AH4377  HISTORY     - 20021217 POOR             USPSQD
 AH4377  HISTORY     - 20050111 GOOD             USPSQD
 AH4377  HISTORY     - 20070614 GOOD             MNDT
 AH4377
 AH4377                          STATION DESCRIPTION
 AH4377
 AH4377'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4377'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING LONE
 AH4377'OAK ROAD (COUNTY ROAD 26) OVER INTERSTATE HIGHWAY 35E, AND IN THE NE
 AH4377'1/4 OF SECTION 10, T27N, R23W.  THE MARK IS 28.5 FEET SOUTH OF THE
 AH4377'EASTBOUND CENTERLINE OF LONE OAK ROAD, 0.7 FOOT EAST-NORTHEAST OF THE
 AH4377'WEST END OF THE BRIDGE RAILING FENCE, AND 19.0 FEET WEST-SOUTHWEST OF
 AH4377'THE CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4377'REFERENCE MARK DISK STAMPED---1982 BP 1988---, IS SET IN THE ABUTMENT
 AH4377'AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19836 (LONE OAK ROAD OVER
 AH4377'HIGHWAY 35E).
 AH4377
 AH4377                          STATION RECOVERY (2002)
 AH4377
 AH4377'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4377'MARK FOUND AS DESCRIBED, HOWEVER IT HAS BEEN SCUFFED, PROBABLY BY A
 AH4377'SNOW PLOW. THE SCUFF MAKES IT HARD TO READ, BUT NOT IMPOSSIBLE.
 AH4377
 AH4377                          STATION RECOVERY (2005)
 AH4377
 AH4377'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4377'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4377
 AH4377                          STATION RECOVERY (2007)
 AH4377
 AH4377'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4377'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF SAINT
 AH4377'PAUL, 7.1 MI (11.4 KM) EAST OF BLOOMINGTON AND 5.5 MI (8.8 KM) WEST OF
 AH4377'INVER GROVE HEIGHTS.
 AH4377' 
 AH4377'TO REACH TO THE MARK AT EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF LONE
 AH4377'OAK ROAD (COUNTY ROAD 26) BRIDGE 19836 OVER INTERSTATE HIGHWAY 35E, GO
 AH4377'28.5 FT (8.7 M) SOUTH OF EASTBOUND LONE OAK ROAD, 0.7 FT (0.2 M)
 AH4377'EAST-NORTHEAST OF WEST END OF BRIDGE RAILING FENCE, 19 FT (5.8 M)
 AH4377'WEST-SOUTHWEST OF CORNER OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4381 ***********************************************************************
 AH4381  DESIGNATION -  1982 BQ
 AH4381  PID         -  AH4381
 AH4381  STATE/COUNTY-  MN/DAKOTA
 AH4381  COUNTRY     -  US
 AH4381  USGS QUAD   -  ST PAUL SW (1993)
 AH4381
 AH4381                         *CURRENT SURVEY CONTROL
 AH4381  ______________________________________________________________________
 AH4381* NAD 83(1986) POSITION- 44 51 52.34   (N) 093 08 39.49   (W)   HD_HELD1  
 AH4381* NAVD 88 ORTHO HEIGHT -   269.838  (meters)     885.29  (feet) ADJUSTED  
 AH4381  ______________________________________________________________________
 AH4381  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4381  DYNAMIC HEIGHT  -        269.829 (meters)      885.26  (feet) COMP
 AH4381  MODELED GRAVITY -    980,577.7   (mgal)                       NAVD 88
 AH4381
 AH4381  VERT ORDER      -  SECOND    CLASS I
 AH4381
 AH4381.The horizontal coordinates were established by differentially corrected
 AH4381.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4381.
 AH4381.The orthometric height was determined by differential leveling and
 AH4381.adjusted in June 2000.
 AH4381
 AH4381.Photographs are available for this station.
 AH4381
 AH4381.The dynamic height is computed by dividing the NAVD 88
 AH4381.geopotential number by the normal gravity value computed on the
 AH4381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4381.degrees latitude (g = 980.6199 gals.).
 AH4381
 AH4381.The modeled gravity was interpolated from observed gravity values.
 AH4381
 AH4381;                    North         East    Units  Estimated Accuracy
 AH4381;SPC MN S     -   307,527.6     867,622.7     MT  (+/- 3 meters HH1 GPS) 
 AH4381
 AH4381                          SUPERSEDED SURVEY CONTROL
 AH4381
 AH4381.No superseded survey control is available for this station.
 AH4381
 AH4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8859967912(NAD 83)
 AH4381
 AH4381_MARKER: DV = VERTICAL CONTROL DISK
 AH4381_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4381_SP_SET: BRIDGE RAILING
 AH4381_STAMPING: 1982 BQ 1988
 AH4381_MARK LOGO: MNDT  
 AH4381_PROJECTION: FLUSH
 AH4381_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4381+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4381
 AH4381  HISTORY     - Date     Condition        Report By
 AH4381  HISTORY     - 1988     MONUMENTED       MNDT
 AH4381  HISTORY     - 20021012 GOOD             USPSQD
 AH4381  HISTORY     - 20050112 GOOD             USPSQD
 AH4381  HISTORY     - 20070614 GOOD             MNDT
 AH4381
 AH4381                          STATION DESCRIPTION
 AH4381
 AH4381'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4381'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, NEAR THE JUNCTION
 AH4381'OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, AND IN THE SW
 AH4381'1/4 OF SECTION 35, T28N, R23W.  THE MARK IS 19.5 FEET WEST OF THE
 AH4381'SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE CARRYING WESTBOUND
 AH4381'HIGHWAY 494 CONNECTOR TO SOUTHBOUND HIGHWAY 35E OVER HIGHWAY 35E.  THE
 AH4381'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BQ
 AH4381'1988---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4381'BRIDGE NUMBER 19899.
 AH4381
 AH4381                          STATION RECOVERY (2002)
 AH4381
 AH4381'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4381'RECOVERED IN GOOD CONDITION.
 AH4381
 AH4381                          STATION RECOVERY (2005)
 AH4381
 AH4381'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4381'RECOVERED IN GOOD CONDITION AS DESCRIBED
 AH4381
 AH4381                          STATION RECOVERY (2007)
 AH4381
 AH4381'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4381'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 AH4381'PAUL PARK, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.1 MI
 AH4381'(8.2 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4381' 
 AH4381'TO REACH TO THE MARK AT MENDOTA HEIGHTS, NEAR JUNCTION OF INTERSTATE
 AH4381'HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN THE TOP OF RAILING AT
 AH4381'SOUTHEAST CORNER OF WEST BOUND INTERSTATE HIGHWAY 494 CONNECTOR TO
 AH4381'SOUTH BOUND INTERSTATE HIGHWAY 35E BRIDGE 19899 OVER INTERSTATE
 AH4381'HIGHWAY 35E, GO 19.5 FT (5.9 M) WEST OF THE SOUTHEAST CORNER OF SOUTH
 AH4381'RAILING ON BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4382 ***********************************************************************
 AH4382  DESIGNATION -  1982 BR
 AH4382  PID         -  AH4382
 AH4382  STATE/COUNTY-  MN/DAKOTA
 AH4382  COUNTRY     -  US
 AH4382  USGS QUAD   -  ST PAUL SW (1993)
 AH4382
 AH4382                         *CURRENT SURVEY CONTROL
 AH4382  ______________________________________________________________________
 AH4382* NAD 83(1986) POSITION- 44 51 55.63   (N) 093 08 36.88   (W)   HD_HELD1  
 AH4382* NAVD 88 ORTHO HEIGHT -   271.200  (meters)     889.76  (feet) ADJUSTED  
 AH4382  ______________________________________________________________________
 AH4382  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4382  DYNAMIC HEIGHT  -        271.192 (meters)      889.74  (feet) COMP
 AH4382  MODELED GRAVITY -    980,577.9   (mgal)                       NAVD 88
 AH4382
 AH4382  VERT ORDER      -  SECOND    CLASS I
 AH4382
 AH4382.The horizontal coordinates were established by differentially corrected
 AH4382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4382.
 AH4382.The orthometric height was determined by differential leveling and
 AH4382.adjusted in June 2000.
 AH4382
 AH4382.Photographs are available for this station.
 AH4382
 AH4382.The dynamic height is computed by dividing the NAVD 88
 AH4382.geopotential number by the normal gravity value computed on the
 AH4382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4382.degrees latitude (g = 980.6199 gals.).
 AH4382
 AH4382.The modeled gravity was interpolated from observed gravity values.
 AH4382
 AH4382;                    North         East    Units  Estimated Accuracy
 AH4382;SPC MN S     -   307,629.8     867,678.9     MT  (+/- 3 meters HH1 GPS) 
 AH4382
 AH4382                          SUPERSEDED SURVEY CONTROL
 AH4382
 AH4382.No superseded survey control is available for this station.
 AH4382
 AH4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8865768014(NAD 83)
 AH4382
 AH4382_MARKER: DV = VERTICAL CONTROL DISK
 AH4382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4382_SP_SET: BRIDGE RAILING
 AH4382_STAMPING: 1982 BR 1989
 AH4382_MARK LOGO: MNDT  
 AH4382_PROJECTION: FLUSH
 AH4382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4382+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4382
 AH4382  HISTORY     - Date     Condition        Report By
 AH4382  HISTORY     - 1989     MONUMENTED       MNDT
 AH4382  HISTORY     - 20021012 GOOD             USPSQD
 AH4382  HISTORY     - 20050112 GOOD             USPSQD
 AH4382  HISTORY     - 20070614 GOOD             MNDT
 AH4382
 AH4382                          STATION DESCRIPTION
 AH4382
 AH4382'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4382'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.2 MILE NORTH
 AH4382'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4382'494, AT THE MENDOTA ROAD BRIDGE OVER HIGHWAY 35E, AND IN THE SW 1/4 OF
 AH4382'SECTION 35, T28N, R23W.  THE MARK IS 29.5 FEET SOUTH OF THE CENTERLINE
 AH4382'OF MENDOTA ROAD, AND 28.1 FEET WEST OF THE SOUTHEAST CORNER OF THE
 AH4382'SOUTH RAILING OF THE BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL
 AH4382'CONTROL MONUMENT DISK STAMPED---1982 BR 1989---, IS SET IN THE TOP OF
 AH4382'THE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19861.
 AH4382
 AH4382                          STATION RECOVERY (2002)
 AH4382
 AH4382'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4382'RECOVERED IN GOOD CONDITION.
 AH4382
 AH4382                          STATION RECOVERY (2005)
 AH4382
 AH4382'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4382'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4382
 AH4382                          STATION RECOVERY (2007)
 AH4382
 AH4382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4382'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 AH4382'PAUL PARK, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.1 MI
 AH4382'(8.2 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4382' 
 AH4382'TO REACH TO THE MARK AT MENDOTA HEIGHTS, GO 0.2 MI (0.3 KM) NORTH OF
 AH4382'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN
 AH4382'THE TOP OF RAILING AT SOUTHEAST CORNER OF MENDOTA ROAD BRIDGE 19861
 AH4382'OVER INTERSTATE HIGHWAY 35E, 29.5 FT (9.0 M) SOUTH OF MENDOTA ROAD,
 AH4382'28.1 FT (8.6 M) WEST OF THE SOUTHEAST CORNER OF SOUTH RAILING ON
 AH4382'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4383 ***********************************************************************
 AH4383  DESIGNATION -  1982 BS
 AH4383  PID         -  AH4383
 AH4383  STATE/COUNTY-  MN/DAKOTA
 AH4383  COUNTRY     -  US
 AH4383  USGS QUAD   -  ST PAUL SW (1993)
 AH4383
 AH4383                         *CURRENT SURVEY CONTROL
 AH4383  ______________________________________________________________________
 AH4383* NAD 83(1986) POSITION- 44 51 55.63   (N) 093 08 46.67   (W)   HD_HELD1  
 AH4383* NAVD 88 ORTHO HEIGHT -   274.336  (meters)     900.05  (feet) ADJUSTED  
 AH4383  ______________________________________________________________________
 AH4383  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4383  DYNAMIC HEIGHT  -        274.327 (meters)      900.02  (feet) COMP
 AH4383  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 AH4383
 AH4383  VERT ORDER      -  SECOND    CLASS I
 AH4383
 AH4383.The horizontal coordinates were established by differentially corrected
 AH4383.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4383.
 AH4383.The orthometric height was determined by differential leveling and
 AH4383.adjusted in June 2000.
 AH4383
 AH4383.No vertical observational check was made to the station.
 AH4383
 AH4383.Photographs are available for this station.
 AH4383
 AH4383.The dynamic height is computed by dividing the NAVD 88
 AH4383.geopotential number by the normal gravity value computed on the
 AH4383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4383.degrees latitude (g = 980.6199 gals.).
 AH4383
 AH4383.The modeled gravity was interpolated from observed gravity values.
 AH4383
 AH4383;                    North         East    Units  Estimated Accuracy
 AH4383;SPC MN S     -   307,627.5     867,464.0     MT  (+/- 3 meters HH1 GPS) 
 AH4383
 AH4383                          SUPERSEDED SURVEY CONTROL
 AH4383
 AH4383.No superseded survey control is available for this station.
 AH4383
 AH4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8844268014(NAD 83)
 AH4383
 AH4383_MARKER: DV = VERTICAL CONTROL DISK
 AH4383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4383_SP_SET: BRIDGE RAILING
 AH4383_STAMPING: 1982 BS 1989
 AH4383_MARK LOGO: MNDT  
 AH4383_PROJECTION: FLUSH
 AH4383_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4383+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4383
 AH4383  HISTORY     - Date     Condition        Report By
 AH4383  HISTORY     - 1989     MONUMENTED       MNDT
 AH4383  HISTORY     - 20021012 GOOD             USPSQD
 AH4383  HISTORY     - 20050112 GOOD             USPSQD
 AH4383  HISTORY     - 20070614 GOOD             MNDT
 AH4383
 AH4383                          STATION DESCRIPTION
 AH4383
 AH4383'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4383'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.2 MILE NORTH
 AH4383'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4383'494, AT THE MENDOTA ROAD BRIDGE OVER HIGHWAY 35E, AND IN THE SW 1/4 OF
 AH4383'SECTION 35, T28N, R23W.  THE MARK IS 49.0 FEET SOUTH OF THE CENTERLINE
 AH4383'OF MENDOTA ROAD, AND 51.0 FEET EAST OF THE SOUTHWEST CORNER OF THE
 AH4383'SOUTH RAILING OF THE BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL
 AH4383'CONTROL MONUMENT DISK STAMPED---1982 BS 1989---, IS SET IN THE TOP OF
 AH4383'THE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19861.
 AH4383
 AH4383                          STATION RECOVERY (2002)
 AH4383
 AH4383'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4383'RECOVERED IN GOOD CONDITION.
 AH4383
 AH4383                          STATION RECOVERY (2005)
 AH4383
 AH4383'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4383'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4383
 AH4383                          STATION RECOVERY (2007)
 AH4383
 AH4383'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4383'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF
 AH4383'BLOOMINGTON, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.2 MI
 AH4383'(8.4 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4383' 
 AH4383'TO REACH TO THE MARK AT MENDOTA HEIGHTS, GO 0.2 MI (0.3 KM) NORTH OF
 AH4383'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN
 AH4383'THE TOP OF RAILING AT SOUTHWEST CORNER OF MENDOTA ROAD BRIDGE 19861
 AH4383'OVER INTERSTATE HIGHWAY 35E, 49.0 FT (14.9 M) SOUTH OF MENDOTA ROAD,
 AH4383'51.0 FT (15.5 M) EAST OF THE SOUTHWEST CORNER OF SOUTH RAILING ON
 AH4383'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4384 ***********************************************************************
 AH4384  DESIGNATION -  1982 BT
 AH4384  PID         -  AH4384
 AH4384  STATE/COUNTY-  MN/DAKOTA
 AH4384  COUNTRY     -  US
 AH4384  USGS QUAD   -  ST PAUL WEST (1993)
 AH4384
 AH4384                         *CURRENT SURVEY CONTROL
 AH4384  ______________________________________________________________________
 AH4384* NAD 83(1986) POSITION- 44 52 38.80   (N) 093 08 29.96   (W)   HD_HELD1  
 AH4384* NAVD 88 ORTHO HEIGHT -   276.013  (meters)     905.55  (feet) ADJUSTED  
 AH4384  ______________________________________________________________________
 AH4384  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4384  DYNAMIC HEIGHT  -        276.005 (meters)      905.53  (feet) COMP
 AH4384  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 AH4384
 AH4384  VERT ORDER      -  SECOND    CLASS I
 AH4384
 AH4384.The horizontal coordinates were established by differentially corrected
 AH4384.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4384.
 AH4384.The orthometric height was determined by differential leveling and
 AH4384.adjusted in June 2000.
 AH4384
 AH4384.Photographs are available for this station.
 AH4384
 AH4384.The dynamic height is computed by dividing the NAVD 88
 AH4384.geopotential number by the normal gravity value computed on the
 AH4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4384.degrees latitude (g = 980.6199 gals.).
 AH4384
 AH4384.The modeled gravity was interpolated from observed gravity values.
 AH4384
 AH4384;                    North         East    Units  Estimated Accuracy
 AH4384;SPC MN S     -   308,963.8     867,816.8     MT  (+/- 3 meters HH1 GPS) 
 AH4384
 AH4384                          SUPERSEDED SURVEY CONTROL
 AH4384
 AH4384.No superseded survey control is available for this station.
 AH4384
 AH4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8881169345(NAD 83)
 AH4384
 AH4384_MARKER: DV = VERTICAL CONTROL DISK
 AH4384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4384_STAMPING: 1982 BT 1989
 AH4384_MARK LOGO: MNDT  
 AH4384_PROJECTION: FLUSH
 AH4384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4384+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4384_ROD/PIPE-DEPTH:  5.8 meters
 AH4384
 AH4384  HISTORY     - Date     Condition        Report By
 AH4384  HISTORY     - 1989     MONUMENTED       MNDT
 AH4384  HISTORY     - 20050111 GOOD             USPSQD
 AH4384  HISTORY     - 20070614 GOOD             MNDT
 AH4384
 AH4384                          STATION DESCRIPTION
 AH4384
 AH4384'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4384'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.45 MILE SOUTH
 AH4384'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 110,
 AH4384'AT MILEPOINT 100.35, AND IN THE SW 1/4 OF SECTION 126 T28N, R23W .
 AH4384'THE MARK IS 83.5 FEET EAST OF AND ABOUT 4 FEET HIGHER THAN THE
 AH4384'CENTERLINE OF NORTHBOUND HIGHWAY 35E, 1.4 FEET SOUTH-SOUTHWEST OF THE
 AH4384'SOUTH CORNER OF A NOISE BARRIER WALL, 1.7 FEET SOUTH-SOUTHWEST OF A
 AH4384'STEEL (CORNER) RIGHT - OF - WAY FENCE POST, AND 1.6 FEET NORTH OF A
 AH4384'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AH4384'CONTROL MONUMENT DISK STAMPED---1982 BT 1989---, IS FORCED ONTO THE
 AH4384'TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 19 FOOT LONG
 AH4384'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AH4384
 AH4384                          STATION RECOVERY (2005)
 AH4384
 AH4384'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4384'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
 AH4384
 AH4384                          STATION RECOVERY (2007)
 AH4384
 AH4384'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4384'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 AH4384'PAUL PARK, 5.3 MI (8.5 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS AND
 AH4384'5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 AH4384' 
 AH4384'TO REACH TO THE MARK AT MENDOTA HEIGHTS, 0.45 MI (0.7 KM) SOUTH OF THE
 AH4384'JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 110, AT
 AH4384'INTERSTATE HIGHWAY 35E MILE POINT 100.6, GO 83.5 FT (25.5 M) EAST OF
 AH4384'NORTHBOUND INTERSTATE HIGHWAY 35E, 1.4 FT (0.4 M) SOUTH-SOUTHWEST OF
 AH4384'THE SOUTH CORNER OF NOISE BARRIER WALL, 1.7 FT (0.5 M) SOUTH-SOUTHWEST
 AH4384'OF STEEL RIGHT OF WAY FENCE POST, 1.6 FT (0.5 M) NORTH OF A WITNESS
 AH4384'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4385 ***********************************************************************
 AH4385  DESIGNATION -  1982 BU
 AH4385  PID         -  AH4385
 AH4385  STATE/COUNTY-  MN/DAKOTA
 AH4385  COUNTRY     -  US
 AH4385  USGS QUAD   -  ST PAUL WEST (1993)
 AH4385
 AH4385                         *CURRENT SURVEY CONTROL
 AH4385  ______________________________________________________________________
 AH4385* NAD 83(1986) POSITION- 44 53 00.91   (N) 093 08 20.83   (W)   HD_HELD1  
 AH4385* NAVD 88 ORTHO HEIGHT -   279.003  (meters)     915.36  (feet) ADJUSTED  
 AH4385  ______________________________________________________________________
 AH4385  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4385  DYNAMIC HEIGHT  -        278.996 (meters)      915.34  (feet) COMP
 AH4385  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 AH4385
 AH4385  VERT ORDER      -  SECOND    CLASS I
 AH4385
 AH4385.The horizontal coordinates were established by differentially corrected
 AH4385.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4385.
 AH4385.The orthometric height was determined by differential leveling and
 AH4385.adjusted in June 2000.
 AH4385
 AH4385.Photographs are available for this station.
 AH4385
 AH4385.The dynamic height is computed by dividing the NAVD 88
 AH4385.geopotential number by the normal gravity value computed on the
 AH4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4385.degrees latitude (g = 980.6199 gals.).
 AH4385
 AH4385.The modeled gravity was interpolated from observed gravity values.
 AH4385
 AH4385;                    North         East    Units  Estimated Accuracy
 AH4385;SPC MN S     -   309,648.4     868,010.0     MT  (+/- 3 meters HH1 GPS) 
 AH4385
 AH4385                          SUPERSEDED SURVEY CONTROL
 AH4385
 AH4385.No superseded survey control is available for this station.
 AH4385
 AH4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8901370027(NAD 83)
 AH4385
 AH4385_MARKER: DV = VERTICAL CONTROL DISK
 AH4385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4385_SP_SET: BRIDGE ABUTMENT
 AH4385_STAMPING: 1982 BU 1988
 AH4385_MARK LOGO: MNDT  
 AH4385_PROJECTION: FLUSH
 AH4385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4385+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4385
 AH4385  HISTORY     - Date     Condition        Report By
 AH4385  HISTORY     - 1988     MONUMENTED       MNDT
 AH4385  HISTORY     - 20050518 GOOD             MNDT
 AH4385  HISTORY     - 20051113 GOOD             USPSQD
 AH4385  HISTORY     - 20070614 GOOD             MNDT
 AH4385
 AH4385                          STATION DESCRIPTION
 AH4385
 AH4385'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4385'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4385'TRUNK HIGHWAY 110 AND INTERSTATE HIGHWAY 35E, AND IN THE SW 1/4 OF
 AH4385'SECTION 26, T28N, R23W.  THE MARK IS 38.0 FEET SOUTH OF THE EASTBOUND
 AH4385'CENTERLINE OF HIGHWAY 110, 29.2 FEET EAST-NORTHEAST OF A LIGHT
 AH4385'STANDARD (NUMBERED NO E3R 15), AND 1.0 FOOT SOUTH OF THE BRIDGE
 AH4385'RAILING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 AH4385'STAMPED---1982 BU 1988---, IS SET IN THE ABUTMENT AT THE SOUTHWEST
 AH4385'CORNER OF BRIDGE NUMBER 9538 (HIGHWAY 110 OVER HIGHWAY 35E).
 AH4385
 AH4385                          STATION RECOVERY (2005)
 AH4385
 AH4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (VC)
 AH4385'AT MENDOTA HEIGHTS, IN SOUTHWEST CORNER OF BRIDGE ABUTMENT ON TRUNK
 AH4385'HIGHWAY 110 BRIDGE 9538 OVER INTERSTATE HIGHWAY 35E, 38.0 FEET SOUTH
 AH4385'OF EASTBOUND TRUNK HIGHWAY 110, 29.2 FEET EAST-NORTHEAST OF LIGHT
 AH4385'STANDARD E3R 15, 1.0 FEET SOUTH OF BRIDGE RAILING
 AH4385
 AH4385                          STATION RECOVERY (2005)
 AH4385
 AH4385'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4385'RECOVERED IN GOOD CONDITION.
 AH4385
 AH4385                          STATION RECOVERY (2007)
 AH4385
 AH4385'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4385'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 AH4385'PAUL PARK, 5.3 MI (8.5 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS AND
 AH4385'4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 AH4385' 
 AH4385'TO REACH TO THE MARK AT MENDOTA HEIGHTS, IN SOUTHWEST CORNER OF BRIDGE
 AH4385'ABUTMENT ON TRUNK HIGHWAY 110 BRIDGE 9538 OVER INTERSTATE HIGHWAY 35E,
 AH4385'GO 38.0 FT (11.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 110, 29.2 FT (8.9
 AH4385'M) EAST-NORTHEAST OF LIGHT STANDARD E3R 15, 1.0 FT (0.3 M) SOUTH OF
 AH4385'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4389 ***********************************************************************
 AH4389  DESIGNATION -  1982 BV
 AH4389  PID         -  AH4389
 AH4389  STATE/COUNTY-  MN/DAKOTA
 AH4389  COUNTRY     -  US
 AH4389  USGS QUAD   -  ST PAUL SW (1993)
 AH4389
 AH4389                         *CURRENT SURVEY CONTROL
 AH4389  ______________________________________________________________________
 AH4389* NAD 83(1986) POSITION- 44 52 29.61   (N) 093 08 33.78   (W)   HD_HELD1  
 AH4389* NAVD 88 ORTHO HEIGHT -   277.405  (meters)     910.12  (feet) ADJUSTED  
 AH4389  ______________________________________________________________________
 AH4389  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH4389  DYNAMIC HEIGHT  -        277.397 (meters)      910.09  (feet) COMP
 AH4389  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 AH4389
 AH4389  VERT ORDER      -  SECOND    CLASS I
 AH4389
 AH4389.The horizontal coordinates were established by differentially corrected
 AH4389.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4389.
 AH4389.The orthometric height was determined by differential leveling and
 AH4389.adjusted in June 2000.
 AH4389
 AH4389.No vertical observational check was made to the station.
 AH4389
 AH4389.Photographs are available for this station.
 AH4389
 AH4389.The dynamic height is computed by dividing the NAVD 88
 AH4389.geopotential number by the normal gravity value computed on the
 AH4389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4389.degrees latitude (g = 980.6199 gals.).
 AH4389
 AH4389.The modeled gravity was interpolated from observed gravity values.
 AH4389
 AH4389;                    North         East    Units  Estimated Accuracy
 AH4389;SPC MN S     -   308,679.3     867,735.9     MT  (+/- 3 meters HH1 GPS) 
 AH4389
 AH4389                          SUPERSEDED SURVEY CONTROL
 AH4389
 AH4389.No superseded survey control is available for this station.
 AH4389
 AH4389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8872769062(NAD 83)
 AH4389
 AH4389_MARKER: DV = VERTICAL CONTROL DISK
 AH4389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4389_SP_SET: BRIDGE WALKWAY
 AH4389_STAMPING: 1982 BV 1989
 AH4389_MARK LOGO: MNDT  
 AH4389_PROJECTION: FLUSH
 AH4389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4389+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4389
 AH4389  HISTORY     - Date     Condition        Report By
 AH4389  HISTORY     - 1989     MONUMENTED       MNDT
 AH4389  HISTORY     - 20050111 GOOD             USPSQD
 AH4389  HISTORY     - 20070614 GOOD             MNDT
 AH4389
 AH4389                          STATION DESCRIPTION
 AH4389
 AH4389'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4389'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.8 MILE NORTH
 AH4389'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH INTERSTATE HIGHWAY
 AH4389'494, AT MILEPOINT 100.25, IN THE BRIDGE CARRYING HIGHWAY 35E OVER
 AH4389'WAGON WHEEL TRAIL, AND IN THE NW 1/4 OF SECTION 35, T28N, R23W. THE
 AH4389'MARK IS 26.0 FEET SOUTH OF THE CENTERLINE OF WAGON WHEEL TRAIL, 27.4
 AH4389'FEET WEST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 2.0 FEET NORTH OF
 AH4389'THE FACE OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4389'VERTICAL CONTROL MONUMENT DISK STAMPED---1982 BV 1989---, IS SET IN
 AH4389'THE WALKWAY NEAR THE SOUTHEAST CORNER OF BRIDGE NUMBER 19822.
 AH4389
 AH4389                          STATION RECOVERY (2005)
 AH4389
 AH4389'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4389'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4389
 AH4389                          STATION RECOVERY (2007)
 AH4389
 AH4389'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4389'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 AH4389'PAUL PARK, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF SAINT PAUL AND 5.2 MI
 AH4389'(8.4 KM) WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4389' 
 AH4389'TO REACH TO THE MARK AT MENDOTA HEIGHTS, 0.8 MI (1.3 KM) NORTH OF THE
 AH4389'JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, IN
 AH4389'WALKWAY AT SOUTHEAST CORNER OF INTERSTATE HIGHWAY 35E BRIDGE 19822
 AH4389'OVER WAGON WHEEL TRAIL, GO 26.0 FT (7.9 M) SOUTH OF WAGON WHEEL TRAIL,
 AH4389'27.4 FT (8.4 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE, 2.0 FT (0.6 M)
 AH4389'NORTH OF FACE OF SOUTH BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4386 ***********************************************************************
 AH4386  DESIGNATION -  1982 BY
 AH4386  PID         -  AH4386
 AH4386  STATE/COUNTY-  MN/DAKOTA
 AH4386  COUNTRY     -  US
 AH4386  USGS QUAD   -  ST PAUL WEST (1993)
 AH4386
 AH4386                         *CURRENT SURVEY CONTROL
 AH4386  ______________________________________________________________________
 AH4386* NAD 83(1986) POSITION- 44 53 26.23   (N) 093 07 52.02   (W)   HD_HELD1  
 AH4386* NAVD 88 ORTHO HEIGHT -   270.300  (meters)     886.81  (feet) ADJUSTED  
 AH4386  ______________________________________________________________________
 AH4386  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4386  DYNAMIC HEIGHT  -        270.293 (meters)      886.79  (feet) COMP
 AH4386  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 AH4386
 AH4386  VERT ORDER      -  SECOND    CLASS I
 AH4386
 AH4386.The horizontal coordinates were established by differentially corrected
 AH4386.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4386.
 AH4386.The orthometric height was determined by differential leveling and
 AH4386.adjusted in June 2000.
 AH4386
 AH4386.Photographs are available for this station.
 AH4386
 AH4386.The dynamic height is computed by dividing the NAVD 88
 AH4386.geopotential number by the normal gravity value computed on the
 AH4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4386.degrees latitude (g = 980.6199 gals.).
 AH4386
 AH4386.The modeled gravity was interpolated from observed gravity values.
 AH4386
 AH4386;                    North         East    Units  Estimated Accuracy
 AH4386;SPC MN S     -   310,436.6     868,633.9     MT  (+/- 3 meters HH1 GPS) 
 AH4386
 AH4386                          SUPERSEDED SURVEY CONTROL
 AH4386
 AH4386.No superseded survey control is available for this station.
 AH4386
 AH4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8964670808(NAD 83)
 AH4386
 AH4386_MARKER: DR = REFERENCE MARK DISK
 AH4386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4386_SP_SET: BRIDGE ABUTMENT
 AH4386_STAMPING: 1982 BY 1988
 AH4386_MARK LOGO: MNDT  
 AH4386_PROJECTION: FLUSH
 AH4386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4386+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2007
 AH4386
 AH4386  HISTORY     - Date     Condition        Report By
 AH4386  HISTORY     - 1988     MONUMENTED       MNDT
 AH4386  HISTORY     - 20051113 GOOD             USPSQD
 AH4386  HISTORY     - 20070611 GOOD             MNDT
 AH4386
 AH4386                          STATION DESCRIPTION
 AH4386
 AH4386'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4386'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, 0.6 MILE NORTH
 AH4386'ALONG INTERSTATE HIGHWAY 35E FROM ITS JUNCTION WITH TRUNK HIGHWAY 110,
 AH4386'AT THE BRIDGE CARRYING HIGHWAY 35E OVER MARIE AVENUE, AND IN THE NE
 AH4386'1/4 OF SECTION 26, T28N, R23W.  THE MARK IS 23.5 FEET EAST OF THE
 AH4386'NORTHBOUND CENTERLINE OF HIGHWAY 35E, 0.5 FOOT EAST OF THE EAST BRIDGE
 AH4386'RAIL, AND 0.9 FOOT SOUTH OF A STEEL FENCE POST.  THE MARK, A STANDARD
 AH4386'MNDT REFERENCE MARK DISK STAMPED---1982 BY 1988---, IS SET IN THE
 AH4386'ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19851.
 AH4386
 AH4386                          STATION RECOVERY (2005)
 AH4386
 AH4386'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4386'RECOVERED IN GOOD CONDITION.
 AH4386
 AH4386                          STATION RECOVERY (2007)
 AH4386
 AH4386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4386'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 AH4386'PAUL PARK, 5.2 MI (8.4 KM) NORTHWEST OF INVER GROVE HEIGHTS AND 4.2 MI
 AH4386'(6.8 KM) SOUTH-SOUTHWEST OF SAINT PAUL.
 AH4386' 
 AH4386'TO REACH TO THE MARK AT MENDOTA HEIGHTS, 0.6 MI (1.0 KM) NORTH OF THE
 AH4386'JUNCTION OF INTERSTATE HIGHWAY 35E AND TRUNK HIGHWAY 110, IN ABUTMENT
 AH4386'AT SOUTHEAST CORNER OF MARIE AVENUE BRIDGE 19851 OVER INTERSTATE
 AH4386'HIGHWAY 35E, GO 23.5 FT (7.2 M) EAST OF NORTHBOUND INTERSTATE HIGHWAY
 AH4386'35, 0.5 FT (0.2 M) EAST OF BRIDGE RAIL, 0.9 FT (0.3 M) SOUTH OF STEEL
 AH4386'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1369 ***********************************************************************
 PP1369  DESIGNATION -  1982 N
 PP1369  PID         -  PP1369
 PP1369  STATE/COUNTY-  MN/DAKOTA
 PP1369  COUNTRY     -  US
 PP1369  USGS QUAD   -  ST PAUL SW (1993)
 PP1369
 PP1369                         *CURRENT SURVEY CONTROL
 PP1369  ______________________________________________________________________
 PP1369* NAD 83(1986) POSITION- 44 45 52.8    (N) 093 14 11.1    (W)   HD_HELD2  
 PP1369* NAVD 88 ORTHO HEIGHT -   301.267  (meters)     988.41  (feet) ADJUSTED  
 PP1369  ______________________________________________________________________
 PP1369  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PP1369  DYNAMIC HEIGHT  -        301.252 (meters)      988.36  (feet) COMP
 PP1369  MODELED GRAVITY -    980,558.3   (mgal)                       NAVD 88
 PP1369
 PP1369  VERT ORDER      -  SECOND    CLASS 0
 PP1369
 PP1369.The horizontal coordinates were established by autonomous hand held GPS
 PP1369.observations and have an estimated accuracy of +/- 10 meters.
 PP1369.
 PP1369.The orthometric height was determined by differential leveling and
 PP1369.adjusted in June 1991.
 PP1369
 PP1369.Photographs are available for this station.
 PP1369
 PP1369.The dynamic height is computed by dividing the NAVD 88
 PP1369.geopotential number by the normal gravity value computed on the
 PP1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1369.degrees latitude (g = 980.6199 gals.).
 PP1369
 PP1369.The modeled gravity was interpolated from observed gravity values.
 PP1369
 PP1369;                    North         East    Units  Estimated Accuracy
 PP1369;SPC MN S     -   296,358.      860,447.      MT  (+/- 10 meters HH2 GPS)
 PP1369
 PP1369                          SUPERSEDED SURVEY CONTROL
 PP1369
 PP1369  NGVD 29 (??/??/92)  301.199  (m)          988.18   (f) ADJ UNCH    2 0
 PP1369
 PP1369.Superseded values are not recommended for survey control.
 PP1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1369.See file dsdata.txt to determine how the superseded data were derived.
 PP1369
 PP1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8129056835(NAD 83)
 PP1369
 PP1369_MARKER: DB = BENCH MARK DISK
 PP1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1369_STAMPING: 1982 N 1972
 PP1369_MARK LOGO: MNHD  
 PP1369_PROJECTION: FLUSH
 PP1369_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1369+STABILITY: SURFACE MOTION
 PP1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1369+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 PP1369
 PP1369  HISTORY     - Date     Condition        Report By
 PP1369  HISTORY     - 1972     MONUMENTED       MNHD
 PP1369  HISTORY     - 20021217 GOOD             USPSQD
 PP1369  HISTORY     - 20051129 GOOD             USPSQD
 PP1369  HISTORY     - 20070618 GOOD             MNDT
 PP1369  HISTORY     - 20080505 GOOD             MNDT
 PP1369
 PP1369                          STATION DESCRIPTION
 PP1369
 PP1369'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1369'2.7 MI SE FROM BURNSVILLE.
 PP1369'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG T.H. 13 FROM THE JUNCTION OF
 PP1369'T.H. 13 AND FAI 35W IN BURNSVILLE, THENCE 1.2 MILES EAST ALONG COUNTY
 PP1369'ROAD 32 (CLIFF ROAD) THENCE 1.75 MILES SOUTH ALONG COUNTY ROAD 23
 PP1369'(CEDAR AVENUE), THENCE 0.75 MILES WEST ALONG COUNTY ROAD 38 TO
 PP1369'PALAMINO HILLS, 4TH ADDITION, BLOCK 1, BEHIND LOT 4 FACING BELMONT
 PP1369'COURT, 47 FEET SOUTHWEST OF THE LOT CORNER BETWEEN LOTS 4 AND 5, 24
 PP1369'FEET EAST OF A 30 INCH OAK TREE, 138 FEET SOUTHEAST OF THE PROPOSED
 PP1369'CENTERLINE OF FAI 35E (STATION 247+45) 1 FOOT WEST OF A STEEL WITNESS
 PP1369'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP1369'THE GROUND.  SW 1/4 SECTION 16, T 115N, R 20W.
 PP1369
 PP1369                          STATION RECOVERY (2002)
 PP1369
 PP1369'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1369'MARK RECOVERED AS DESCRIBED, MARK IS BEHIND THE GARAGE OF 207 BELMONT
 PP1369'CT. PLEASE ASK FOR PERMISSION BEFORE ENTERING PROPERTY.
 PP1369
 PP1369                          STATION RECOVERY (2005)
 PP1369
 PP1369'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1369'RECOVERED IN GOOD CONDITION.
 PP1369
 PP1369                          STATION RECOVERY (2007)
 PP1369
 PP1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1369'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST OF
 PP1369'FARMINGTON, 9.8 MI (15.8 KM) EAST-NORTHEAST OF PRIOR LAKE AND 6.1 MI
 PP1369'(9.8 KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP1369' 
 PP1369'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) SOUTHEAST OF BURNSVILLE, 0.75
 PP1369'MI (1.2 KM) WEST OF THE JUNCTION OF COUNTY ROAD 23 AND COUNTY ROAD 38,
 PP1369'BEHIND LOT 4 IN PALAMINO HILLS, 47 FT (14.3 M) SOUTHWEST OF CORNER
 PP1369'BETWEEN LOTS 4 AND 5, 24 FT (7.3 M) EAST OF 30 INCH (76 CM) OAK TREE,
 PP1369'138 FT (42.1 M) SOUTHEAST OF PROPOSED INTERSTATE HIGHWAY 35E, 1.0 FT
 PP1369'(0.3 M) EAST OF A WITNESS POST.
 PP1369
 PP1369                          STATION RECOVERY (2008)
 PP1369
 PP1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP1369'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST-NORTHEAST OF PRIOR
 PP1369'LAKE, 9.7 MI (15.6 KM) NORTH-NORTHWEST OF FARMINGTON AND 6.1 MI (9.8
 PP1369'KM) SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP1369' 
 PP1369'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) SOUTHEAST OF BURNSVILLE, 0.75
 PP1369'MI (1.2 KM) NORTHEAST FROM THE JUNCTION OF COUNTY ROAD 11 AND
 PP1369'PALIMINIO ROAD IN APPLE VALLEY, THENCE 0.4 MI (0.6 KM) NORTHWEST OF
 PP1369'HIAHEAH PATH, HIALEAH PATH DEADENDS AT BELMONT COURT, BEHIND LOT 4 IN
 PP1369'PALAMINO HILLS, 47 FT (14.3 M) SOUTHWEST OF CORNER BETWEEN LOTS 4 AND
 PP1369'5, 24 FT (7.3 M) EAST OF 30 INCH (76 CM) OAK TREE, 138 FT (42.1 M)
 PP1369'SOUTHEAST OF PROPOSED INTERSTATE HIGHWAY 35E, 1.0 FT (0.3 M) EAST OF A
 PP1369'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1370 ***********************************************************************
 PP1370  DESIGNATION -  1982 P
 PP1370  PID         -  PP1370
 PP1370  STATE/COUNTY-  MN/DAKOTA
 PP1370  COUNTRY     -  US
 PP1370  USGS QUAD   -  ST PAUL SW (1993)
 PP1370
 PP1370                         *CURRENT SURVEY CONTROL
 PP1370  ______________________________________________________________________
 PP1370* NAD 83(1986) POSITION- 44 46 12.     (N) 093 13 38.     (W)   SCALED    
 PP1370* NAVD 88 ORTHO HEIGHT -   291.956  (meters)     957.86  (feet) ADJUSTED  
 PP1370  ______________________________________________________________________
 PP1370  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PP1370  DYNAMIC HEIGHT  -        291.942 (meters)      957.81  (feet) COMP
 PP1370  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 PP1370
 PP1370  VERT ORDER      -  SECOND    CLASS 0
 PP1370
 PP1370.The horizontal coordinates were scaled from a topographic map and have
 PP1370.an estimated accuracy of +/- 6 seconds.
 PP1370.
 PP1370.The orthometric height was determined by differential leveling and
 PP1370.adjusted in June 1991.
 PP1370
 PP1370.The dynamic height is computed by dividing the NAVD 88
 PP1370.geopotential number by the normal gravity value computed on the
 PP1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1370.degrees latitude (g = 980.6199 gals.).
 PP1370
 PP1370.The modeled gravity was interpolated from observed gravity values.
 PP1370
 PP1370;                    North         East    Units  Estimated Accuracy
 PP1370;SPC MN S     -   296,960.      861,170.      MT  (+/- 180 meters Scaled)
 PP1370
 PP1370                          SUPERSEDED SURVEY CONTROL
 PP1370
 PP1370  NGVD 29 (??/??/92)  291.889  (m)          957.64   (f) ADJ UNCH    2 0
 PP1370
 PP1370.Superseded values are not recommended for survey control.
 PP1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1370.See file dsdata.txt to determine how the superseded data were derived.
 PP1370
 PP1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK820574(NAD 83)
 PP1370
 PP1370_MARKER: DD = SURVEY DISK
 PP1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1370_STAMPING: 1982 P 1972
 PP1370_MARK LOGO: MNHD  
 PP1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1370+STABILITY: SURFACE MOTION
 PP1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1370+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2006
 PP1370
 PP1370  HISTORY     - Date     Condition        Report By
 PP1370  HISTORY     - 1972     MONUMENTED       MNDT
 PP1370  HISTORY     - 1990     GOOD             USPSQD
 PP1370  HISTORY     - 20021217 GOOD             USPSQD
 PP1370  HISTORY     - 20040915 GOOD             USPSQD
 PP1370  HISTORY     - 20061027 MARK NOT FOUND   MNDT
 PP1370
 PP1370                          STATION DESCRIPTION
 PP1370
 PP1370'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1370'3.0 MI W FROM BURNSVILLE.
 PP1370'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG T.H. 13 FROM THE JUNCTION OF
 PP1370'T.H. 13 AND FAI 35W IN BURNSVILLE, THENCE 1.2 MILES EAST ALONG COUNTY
 PP1370'ROAD 32 (CLIFF ROAD), THENCE 1.7 MILES SOUTH ALONG COUNTY ROAD 23
 PP1370'(CEDAR AVENUE) THENCE 0.75 MILES WEST ALONG COUNTY ROAD 38, TO
 PP1370'PALIMINO HILLS, NEAR THE INTERSECTION OF CHAPARRAL DRIVE AND HIDDEN
 PP1370'MEADOW ROAD IN PALAMINO HILLS, 2 FEET WEST OF THE LOT CORNER FOR LOTS
 PP1370'5 AND 6, BLOCK 3, 4TH ADDITION, 162 FEET WEST OF A FIRE HYDRANT, 11
 PP1370'FEET NORTHEAST OF A 4 INCH OAK TREE, 138 FEET SOUTHEAST OF THE
 PP1370'PROPOSED CENTERLINE OF FAI 35E NORTHBOUND (STA. 283+32) 1 FOOT WEST OF
 PP1370'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP1370'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 16, T 115N, R 20W.
 PP1370
 PP1370                          STATION RECOVERY (1990)
 PP1370
 PP1370'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 PP1370'RECOVERED IN GOOD CONDITION.
 PP1370
 PP1370                          STATION RECOVERY (2002)
 PP1370
 PP1370'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1370'RECOVERED IN GOOD CONDITION.
 PP1370
 PP1370                          STATION RECOVERY (2004)
 PP1370
 PP1370'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1370'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
 PP1370
 PP1370                          STATION RECOVERY (2006)
 PP1370
 PP1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 PP1370'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1374 ***********************************************************************
 PP1374  DESIGNATION -  1982 Q
 PP1374  PID         -  PP1374
 PP1374  STATE/COUNTY-  MN/DAKOTA
 PP1374  COUNTRY     -  US
 PP1374  USGS QUAD   -  ST PAUL SW (1993)
 PP1374
 PP1374                         *CURRENT SURVEY CONTROL
 PP1374  ______________________________________________________________________
 PP1374* NAD 83(1986) POSITION- 44 47 17.6    (N) 093 12 45.3    (W)   HD_HELD2  
 PP1374* NAVD 88 ORTHO HEIGHT -   277.930  (meters)     911.84  (feet) ADJUSTED  
 PP1374  ______________________________________________________________________
 PP1374  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PP1374  DYNAMIC HEIGHT  -        277.918 (meters)      911.80  (feet) COMP
 PP1374  MODELED GRAVITY -    980,563.7   (mgal)                       NAVD 88
 PP1374
 PP1374  VERT ORDER      -  SECOND    CLASS I
 PP1374
 PP1374.The horizontal coordinates were established by autonomous hand held GPS
 PP1374.observations and have an estimated accuracy of +/- 10 meters.
 PP1374.
 PP1374.The orthometric height was determined by differential leveling and
 PP1374.adjusted in June 2000.
 PP1374
 PP1374.Photographs are available for this station.
 PP1374
 PP1374.The dynamic height is computed by dividing the NAVD 88
 PP1374.geopotential number by the normal gravity value computed on the
 PP1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1374.degrees latitude (g = 980.6199 gals.).
 PP1374
 PP1374.The modeled gravity was interpolated from observed gravity values.
 PP1374
 PP1374;                    North         East    Units  Estimated Accuracy
 PP1374;SPC MN S     -   298,993.      862,309.      MT  (+/- 10 meters HH2 GPS)
 PP1374
 PP1374                          SUPERSEDED SURVEY CONTROL
 PP1374
 PP1374  NAVD 88 (06/15/91)  277.920  (m)          911.81   (f) SUPERSEDED  2 0
 PP1374  NGVD 29 (??/??/92)  277.853  (m)          911.59   (f) ADJ UNCH    2 0
 PP1374
 PP1374.Superseded values are not recommended for survey control.
 PP1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1374.See file dsdata.txt to determine how the superseded data were derived.
 PP1374
 PP1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8318359446(NAD 83)
 PP1374
 PP1374_MARKER: DB = BENCH MARK DISK
 PP1374_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1374_SP_SET: CONCRETE SLAB
 PP1374_STAMPING: 1982 Q 1972
 PP1374_MARK LOGO: MNHD  
 PP1374_PROJECTION: FLUSH
 PP1374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1374+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 PP1374
 PP1374  HISTORY     - Date     Condition        Report By
 PP1374  HISTORY     - 1972     MONUMENTED       MNHD
 PP1374  HISTORY     - 19891020 GOOD             MNDT
 PP1374  HISTORY     - 20021012 POOR             USPSQD
 PP1374  HISTORY     - 20040915 GOOD             USPSQD
 PP1374  HISTORY     - 20051129 GOOD             USPSQD
 PP1374  HISTORY     - 20070619 GOOD             MNDT
 PP1374
 PP1374                          STATION DESCRIPTION
 PP1374
 PP1374'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1374'3.8 MI E FROM BURNSVILLE.
 PP1374'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG T.H. 13 FROM THE JUNCTION OF
 PP1374'T.H. 13 AND FAI 35W IN BURNSVILLE, THENCE 1.5 MILES EAST ALONG COUNTY
 PP1374'ROAD 32 (CLIFF ROAD) ABOUT 0.25 MILES EAST OF COUNTY ROAD 23 (CEDAR
 PP1374'AVENUE), AT THE MINNESOTA DRIVERS EXAMINING STATION, IN THE NORTH SIDE
 PP1374'OF THE CONCRETE BASE OF THE FLAG POLE AT THE STATION.  NE 1/4 SECTION
 PP1374'31, T 27N, R 23W.
 PP1374
 PP1374                          STATION RECOVERY (1989)
 PP1374
 PP1374'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1374'IN THE CITY OF BURNSVILLE, 1.5 MILES EAST ALONG CLIFF ROAD (COUNTY RD)
 PP1374'32) FROM ITS JUNCTION WITH TRUNK HIGHWAY 77 OR 0.5 MILE WEST ALONG
 PP1374'CLIFF ROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35E, AT THE
 PP1374'DRIVERS EXAMINATION STATION, AND IN THE NE 1/4 OF SECTION 31, T27N,
 PP1374'R23W, 48.5 FEET WEST OF THE CENTERLINE OF A STREET, 63.0 FEET SOUTH OF
 PP1374'A STREET, 39.1 FEET NORTH - NORTHWEST OF THE NORTHEAST CORNER OF THE
 PP1374'EXAMINATION BUILDING (BRICK), AND 0.5 FOOT NORTH OF THE NORTHEAST
 PP1374'CORNER OF A FLAGPOLE.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1374'STAMPED---1982 Q 1972---, IS SET IN THE TOP OF AND AT THE NORTH SIDE
 PP1374'OF THE CONCRETE BASE FOR THE FLAG POLE.
 PP1374
 PP1374                          STATION RECOVERY (2002)
 PP1374
 PP1374'RECOVERY NOTE BY US POWER SQUADRON 2002
 PP1374'MARK IS IN BASE OF FLAG POLE, BUT FLAG POLE IS LAYING DOWN DUE TO
 PP1374'REMODELING OF SITE. LAT AND LON WILL CHANGE WHEN REMODELING COMPLETE
 PP1374
 PP1374                          STATION RECOVERY (2004)
 PP1374
 PP1374'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1374'MARK RECOVERED IN GOOG CONDITION. NEW DESCRIPTION AS FOLLOWS. RESET
 PP1374'FLAG POLE IS 36 FT. WEST OF THE MAIN BUILDING AND 27 FT FROM THE MAIN
 PP1374'ROAD PAST THE BUILDING. A NEW GPS LOCATION WAS FOUNT WITHA PLUS OR
 PP1374'MINUS OF 16FT. N 44 DEG. 47 MIN.17.7 SEC. AND W 093 DEG. 12 MIN. 42.2
 PP1374'SEC. SPSPS JRD
 PP1374
 PP1374                          STATION RECOVERY (2005)
 PP1374
 PP1374'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1374'RECOVERED IN GOOD CONDITION.
 PP1374
 PP1374                          STATION RECOVERY (2007)
 PP1374
 PP1374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1374'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF COATES,
 PP1374'9.3 MI (15.0 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.6 MI (9.0
 PP1374'KM) SOUTHEAST OF BLOOMINGTON.
 PP1374' 
 PP1374'TO REACH TO THE MARK AT EAGAN, GO 1.5 MI (2.4 KM) EAST OF THE JUNCTION
 PP1374'OF TRUNK HIGHWAY 77 AND COUNTY ROAD 32 (CLIFF RD), 0.55 MI (0.9 KM)
 PP1374'WEST OF INTERSTATE HIGHWAY 35E, IN NORTH SIDE OF BASE OF FLAGPOLE AT
 PP1374'MINNESOTA DRIVERS EXAMINING STATION, 39.1 FT (11.9 M) NORTH-NORTHWEST
 PP1374'OF THE NORTHEAST CORNER OF DRIVERS EXAMINATION BUILDING, 48.4 FT (14.8
 PP1374'M) WEST OF ST, 63.0 FT (19.2 M) SOUTH OF ST, 0.5 FT (0.2 M) NORTH OF
 PP1374'THE NORTHEAST CORNER OF FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1376 ***********************************************************************
 PP1376  DESIGNATION -  1982 S
 PP1376  PID         -  PP1376
 PP1376  STATE/COUNTY-  MN/DAKOTA
 PP1376  COUNTRY     -  US
 PP1376  USGS QUAD   -  ST PAUL SW (1993)
 PP1376
 PP1376                         *CURRENT SURVEY CONTROL
 PP1376  ______________________________________________________________________
 PP1376* NAD 83(1986) POSITION- 44 47 52.7    (N) 093 11 48.6    (W)   HD_HELD2  
 PP1376* NAVD 88 ORTHO HEIGHT -   276.207  (meters)     906.19  (feet) ADJUSTED  
 PP1376  ______________________________________________________________________
 PP1376  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 PP1376  DYNAMIC HEIGHT  -        276.194 (meters)      906.15  (feet) COMP
 PP1376  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 PP1376
 PP1376  VERT ORDER      -  SECOND    CLASS 0
 PP1376
 PP1376.The horizontal coordinates were established by autonomous hand held GPS
 PP1376.observations and have an estimated accuracy of +/- 10 meters.
 PP1376.
 PP1376.The orthometric height was determined by differential leveling and
 PP1376.adjusted in June 1991.
 PP1376
 PP1376.Photographs are available for this station.
 PP1376
 PP1376.The dynamic height is computed by dividing the NAVD 88
 PP1376.geopotential number by the normal gravity value computed on the
 PP1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1376.degrees latitude (g = 980.6199 gals.).
 PP1376
 PP1376.The modeled gravity was interpolated from observed gravity values.
 PP1376
 PP1376;                    North         East    Units  Estimated Accuracy
 PP1376;SPC MN S     -   300,089.      863,544.      MT  (+/- 10 meters HH2 GPS)
 PP1376
 PP1376                          SUPERSEDED SURVEY CONTROL
 PP1376
 PP1376  NGVD 29 (??/??/92)  276.141  (m)          905.97   (f) ADJ UNCH    2 0
 PP1376
 PP1376.Superseded values are not recommended for survey control.
 PP1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1376.See file dsdata.txt to determine how the superseded data were derived.
 PP1376
 PP1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8443260526(NAD 83)
 PP1376
 PP1376_MARKER: DB = BENCH MARK DISK
 PP1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1376_STAMPING: 1982 S 1972
 PP1376_MARK LOGO: MNHD  
 PP1376_PROJECTION: FLUSH
 PP1376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1376+STABILITY: SURFACE MOTION
 PP1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1376+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 PP1376
 PP1376  HISTORY     - Date     Condition        Report By
 PP1376  HISTORY     - 1972     MONUMENTED       MNHD
 PP1376  HISTORY     - 19881020 GOOD             MNDT
 PP1376  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PP1376  HISTORY     - 20040915 MARK NOT FOUND   USPSQD
 PP1376  HISTORY     - 20070618 GOOD             MNDT
 PP1376
 PP1376                          STATION DESCRIPTION
 PP1376
 PP1376'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1376'4.6 MI NE FROM BURNSVILLE.
 PP1376'MARK IS LOCATED 2.5 MILES NORTHEAST ALONG TH 13 FROM THE JUNCTION OF
 PP1376'TH 13 AND FAI 35W IN BURNSVILLE, THENCE 2.2 MILES EAST ALONG COUNTY
 PP1376'ROAD 32 (CLIFF ROAD), THENCE 0.55 MILES NORTH ALONG BLACKHAWK ROAD
 PP1376'FROM THE JUNCTION OF COUNTY ROAD 32 AND BLACKHAWK ROAD, 30 FEET EAST
 PP1376'OF THE CENTERLINE OF BLACKHAWK ROAD, 24 FEET NORTH OF THE CENTERLINE
 PP1376'OF A DRIVEWAY, 39 FEET WEST OF A POWER POLE, 6 FEET NORTH OF A POWER
 PP1376'POLE, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP1376'THE GROUND.  NE 1/4 SECTION 29, T 27N, R 23W.
 PP1376
 PP1376                          STATION RECOVERY (1988)
 PP1376
 PP1376'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1376'IN THE CITY OF EAGAN, 0.1 MILE EAST ALONG CLIFF ROAD (COUNTY ROAD 32)
 PP1376'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35E, THENCE 0.55 MILE NORTH
 PP1376'ALONG BLACKHAWK DRIVE, AND IS IN THE NE 1/4 OF SECTION 29. T27N, R23W
 PP1376'. THE MARK IS 100.0 FEET SOUTHEAST OF THE CENTERLINE OF BLACKHAWK ROAD
 PP1376', 60.5 FEET SOUTH - SOUTHEAST OF A POWER POLE (WITH A TRANSFORMER),
 PP1376'38.0 FEET WEST - NORTHWEST OF A RIGHT - OF - WAY FENCE (FOR HIGHWAY
 PP1376'35E), 6.4 FEET NORTH OF A HIGH TENSION POLE, AND 1.2 FEET WEST -
 PP1376'NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 PP1376'MARK DISK STAMPED---1982 S 1972---, IS SET IN THE TOP OF A PRECAST
 PP1376'(MAGNETIC) CONCRETE POST AND IS 0.2 FOOT BELOW GROUND LEVEL.
 PP1376
 PP1376                          STATION RECOVERY (1990)
 PP1376
 PP1376'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 PP1376'MARK NOT FOUND.
 PP1376
 PP1376                          STATION RECOVERY (2004)
 PP1376
 PP1376'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1376'MARK NOT FOUND. SPSPS JRD.
 PP1376
 PP1376                          STATION RECOVERY (2007)
 PP1376
 PP1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1376'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF COATES, 8.3 MI
 PP1376'(13.4 KM) WEST-SOUTHWEST OF INVER GROVE HEIGHTS AND 5.8 MI (9.3 KM)
 PP1376'EAST-SOUTHEAST OF BLOOMINGTON.
 PP1376' 
 PP1376'TO REACH TO THE MARK AT EAGAN, GO 0.1 MI (0.2 KM) EAST OF THE JUNCTION
 PP1376'OF COUNTY ROAD 32 (CLIFF ROAD) AND INTERSTATE HIGHWAY 35E THEN 0.55 MI
 PP1376'(0.9 KM) NORTH ON BLACKHAWK DRIVE, 100.0 FT (30.5 M) SOUTHEAST OF
 PP1376'BLACKHAWK ROAD, 60.5 FT (18.4 M) SOUTH-SOUTHEAST OF POWER POLE, 38.0
 PP1376'FT (11.6 M) WEST-NORTHWEST OF RIGHT OF WAY FENCE, 6.4 FT (2.0 M) NORTH
 PP1376'OF HIGH TENSION POLE NUMBER DADE 11, 1.2 FT (0.4 M) WEST-NORTHWEST OF
 PP1376'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4421 ***********************************************************************
 AH4421  DESIGNATION -  1985 AB
 AH4421  PID         -  AH4421
 AH4421  STATE/COUNTY-  MN/DAKOTA
 AH4421  COUNTRY     -  US
 AH4421  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4421
 AH4421                         *CURRENT SURVEY CONTROL
 AH4421  ______________________________________________________________________
 AH4421* NAD 83(1986) POSITION- 44 51 37.82   (N) 093 06 19.84   (W)   HD_HELD1  
 AH4421* NAVD 88 ORTHO HEIGHT -   279.518  (meters)     917.05  (feet) ADJUSTED  
 AH4421  ______________________________________________________________________
 AH4421  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AH4421  DYNAMIC HEIGHT  -        279.510 (meters)      917.03  (feet) COMP
 AH4421  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 AH4421
 AH4421  VERT ORDER      -  SECOND    CLASS I
 AH4421
 AH4421.The horizontal coordinates were established by differentially corrected
 AH4421.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4421.
 AH4421.The orthometric height was determined by differential leveling and
 AH4421.adjusted in June 2000.
 AH4421
 AH4421.No vertical observational check was made to the station.
 AH4421
 AH4421.Photographs are available for this station.
 AH4421
 AH4421.The dynamic height is computed by dividing the NAVD 88
 AH4421.geopotential number by the normal gravity value computed on the
 AH4421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4421.degrees latitude (g = 980.6199 gals.).
 AH4421
 AH4421.The modeled gravity was interpolated from observed gravity values.
 AH4421
 AH4421;                    North         East    Units  Estimated Accuracy
 AH4421;SPC MN S     -   307,112.3     870,693.0     MT  (+/- 3 meters HH1 GPS) 
 AH4421
 AH4421                          SUPERSEDED SURVEY CONTROL
 AH4421
 AH4421.No superseded survey control is available for this station.
 AH4421
 AH4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9166367459(NAD 83)
 AH4421
 AH4421_MARKER: DV = VERTICAL CONTROL DISK
 AH4421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4421_SP_SET: BRIDGE RAILING
 AH4421_STAMPING: 1985 AB 1989
 AH4421_MARK LOGO: MNDT  
 AH4421_PROJECTION: FLUSH
 AH4421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4421+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 AH4421
 AH4421  HISTORY     - Date     Condition        Report By
 AH4421  HISTORY     - 1989     MONUMENTED       MNDT
 AH4421  HISTORY     - 20021213 GOOD             USPSQD
 AH4421  HISTORY     - 20040918 GOOD             USPSQD
 AH4421  HISTORY     - 20061122 GOOD             MNDT
 AH4421
 AH4421                          STATION DESCRIPTION
 AH4421
 AH4421'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4421'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, 1.5 MILES
 AH4421'SOUTH ALONG DELAWARE AVENUE (COUNTY ROAD 63) FROM ITS JUNCTION WITH
 AH4421'TRUNK HIGHWAY 110 IN MENDOTA HEIGHTS, AT THE BRIDGE CARRYING ARGENTINA
 AH4421'TRAIL (DELAWARE AVENUE) OVER INTERSTATE HIGHWAY 494, AND IN THE NW 1/4
 AH4421'OF SECTION 6, T27N, R22W.  THE MARK IS 24.5 FEET NORTHEAST OF THE
 AH4421'CENTERLINE OF ARGENTA TRAIL (COUNTY ROAD 63), 45.9 FEET NORTH OF THE
 AH4421'SOUTHEAST CORNER OF THE EAST BRIDGE RAILING, AND 46.2 FEET NORTHWEST
 AH4421'OF THE END STEEL POST OF A RIGHT - OF - WAY FENCE.  THE MARK, A
 AH4421'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985
 AH4421'AB 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST
 AH4421'CORNER OF BRIDGE NUMBER 19831 (ARGENTA TRAIL OVER HIGHWAY 494).
 AH4421
 AH4421                          STATION RECOVERY (2002)
 AH4421
 AH4421'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4421'RECOVERED IN GOOD CONDITION.
 AH4421
 AH4421                          STATION RECOVERY (2004)
 AH4421
 AH4421'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4421'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH
 AH4421
 AH4421                          STATION RECOVERY (2006)
 AH4421
 AH4421'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 AH4421'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH OF SAINT PAUL, 5.7 MI
 AH4421'(9.2 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 3.2 MI (5.1 KM)
 AH4421'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4421' 
 AH4421'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, GO 1.5 MI (2.4 KM) SOUTH
 AH4421'OF THE JUNCTION OF TRUNK HIGHWAY 110 AND DELAWARE AVENUE (COUNTY ROAD
 AH4421'63), IN THE TOP OF RAILING AT SOUTHEAST CORNER OF COUNTY ROAD 63
 AH4421'(ARGENTINA TRAIL) BRIDGE 19831 OVER INTERSTATE HIGHWAY 494, 24.5 FT
 AH4421'(7.5 M) NORTHEAST OF COUNTY ROAD 63, 45.9 FT (14.0 M) NORTH OF THE
 AH4421'SOUTHEAST CORNER OF BRIDGE RAILING, 46.2 FT (14.1 M) NORTHWEST OF END
 AH4421'STEEL POST IN RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4422 ***********************************************************************
 AH4422  DESIGNATION -  1985 AC
 AH4422  PID         -  AH4422
 AH4422  STATE/COUNTY-  MN/DAKOTA
 AH4422  COUNTRY     -  US
 AH4422  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4422
 AH4422                         *CURRENT SURVEY CONTROL
 AH4422  ______________________________________________________________________
 AH4422* NAD 83(1986) POSITION- 44 51 48.42   (N) 093 06 21.56   (W)   HD_HELD1  
 AH4422* NAVD 88 ORTHO HEIGHT -   271.252  (meters)     889.93  (feet) ADJUSTED  
 AH4422  ______________________________________________________________________
 AH4422  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 AH4422  DYNAMIC HEIGHT  -        271.245 (meters)      889.91  (feet) COMP
 AH4422  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 AH4422
 AH4422  VERT ORDER      -  SECOND    CLASS I
 AH4422
 AH4422.The horizontal coordinates were established by differentially corrected
 AH4422.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4422.
 AH4422.The orthometric height was determined by differential leveling and
 AH4422.adjusted in June 2000.
 AH4422
 AH4422.No vertical observational check was made to the station.
 AH4422
 AH4422.Photographs are available for this station.
 AH4422
 AH4422.The dynamic height is computed by dividing the NAVD 88
 AH4422.geopotential number by the normal gravity value computed on the
 AH4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4422.degrees latitude (g = 980.6199 gals.).
 AH4422
 AH4422.The modeled gravity was interpolated from observed gravity values.
 AH4422
 AH4422;                    North         East    Units  Estimated Accuracy
 AH4422;SPC MN S     -   307,439.0     870,651.7     MT  (+/- 3 meters HH1 GPS) 
 AH4422
 AH4422                          SUPERSEDED SURVEY CONTROL
 AH4422
 AH4422.No superseded survey control is available for this station.
 AH4422
 AH4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9162667787(NAD 83)
 AH4422
 AH4422_MARKER: DV = VERTICAL CONTROL DISK
 AH4422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4422_STAMPING: 1985 AC 1989
 AH4422_MARK LOGO: MNDT  
 AH4422_PROJECTION: FLUSH
 AH4422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4422+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 AH4422
 AH4422  HISTORY     - Date     Condition        Report By
 AH4422  HISTORY     - 1989     MONUMENTED       MNDT
 AH4422  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 AH4422  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 AH4422  HISTORY     - 20070612 GOOD             MNDT
 AH4422
 AH4422                          STATION DESCRIPTION
 AH4422
 AH4422'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4422'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 1.3 MILES SOUTH ALONG
 AH4422'DELAWARE AVENUE (COUNTY ROAD 63) FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AH4422'110 IN MENDOTA HEIGHTS, AND IN THE SW 1/4 OF SECTION 31, T28N, R22W.
 AH4422'THE MARK IS 30.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AH4422'DELAWARE AVENUE (COUNTY ROAD 63), 51.7 FEET NORTH OF A POWER POLE
 AH4422'(WITH A TRANSFORMER), 2.9 FEET WEST OF A FENCELINE, AND 0.7 FOOT EAST
 AH4422'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4422'MONUMENT DISK STAMPED---1985 AC 1989---, IS SET ON THE TOP OF A 5/8
 AH4422'INCH DIAMETER BY 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A
 AH4422'BASE PLATE THAT IS SET IN 12 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AH4422'HOLE AND IS FLUSH WITH THE GROUND.
 AH4422
 AH4422                          STATION RECOVERY (2002)
 AH4422
 AH4422'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4422'MARK NOT FOUND.
 AH4422
 AH4422                          STATION RECOVERY (2004)
 AH4422
 AH4422'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4422'MARK NOT FOUND. SPSPS ATD.
 AH4422
 AH4422                          STATION RECOVERY (2007)
 AH4422
 AH4422'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4422'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4422'PARK, 5.6 MI (9.0 KM) SOUTH OF SAINT PAUL AND 3.3 MI (5.3 KM)
 AH4422'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4422' 
 AH4422'TO REACH TO THE MARK AT SUNFISH LAKE, GO 1.3 MI (2.1 KM) SOUTH OF THE
 AH4422'JUNCTION OF TRUNK HIGHWAY 110 AND COUNTY ROAD 63 (DELAWARE AVENUE), 30
 AH4422'FT (9.1 M) EAST OF COUNTY ROAD 63, 51.7 FT (15.8 M) NORTH OF POWER
 AH4422'POLE WITH TRANSFORMER, 2.9 FT (0.9 M) WEST OF A FENCE LINE, 0.7 FT
 AH4422'(0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4423 ***********************************************************************
 AH4423  DESIGNATION -  1985 AD
 AH4423  PID         -  AH4423
 AH4423  STATE/COUNTY-  MN/DAKOTA
 AH4423  COUNTRY     -  US
 AH4423  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4423
 AH4423                         *CURRENT SURVEY CONTROL
 AH4423  ______________________________________________________________________
 AH4423* NAD 83(1986) POSITION- 44 52 19.21   (N) 093 06 21.32   (W)   HD_HELD1  
 AH4423* NAVD 88 ORTHO HEIGHT -   275.715  (meters)     904.58  (feet) ADJUSTED  
 AH4423  ______________________________________________________________________
 AH4423  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 AH4423  DYNAMIC HEIGHT  -        275.708 (meters)      904.55  (feet) COMP
 AH4423  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 AH4423
 AH4423  VERT ORDER      -  SECOND    CLASS I
 AH4423
 AH4423.The horizontal coordinates were established by differentially corrected
 AH4423.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4423.
 AH4423.The orthometric height was determined by differential leveling and
 AH4423.adjusted in June 2000.
 AH4423
 AH4423.No vertical observational check was made to the station.
 AH4423
 AH4423.Photographs are available for this station.
 AH4423
 AH4423.The dynamic height is computed by dividing the NAVD 88
 AH4423.geopotential number by the normal gravity value computed on the
 AH4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4423.degrees latitude (g = 980.6199 gals.).
 AH4423
 AH4423.The modeled gravity was interpolated from observed gravity values.
 AH4423
 AH4423;                    North         East    Units  Estimated Accuracy
 AH4423;SPC MN S     -   308,389.4     870,646.5     MT  (+/- 3 meters HH1 GPS) 
 AH4423
 AH4423                          SUPERSEDED SURVEY CONTROL
 AH4423
 AH4423.No superseded survey control is available for this station.
 AH4423
 AH4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9163368737(NAD 83)
 AH4423
 AH4423_MARKER: DV = VERTICAL CONTROL DISK
 AH4423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH4423_STAMPING: 1985 AD 1989
 AH4423_MARK LOGO: MNDT  
 AH4423_PROJECTION: FLUSH
 AH4423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4423+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 AH4423
 AH4423  HISTORY     - Date     Condition        Report By
 AH4423  HISTORY     - 1989     MONUMENTED       MNDT
 AH4423  HISTORY     - 20021213 GOOD             USPSQD
 AH4423  HISTORY     - 20040918 GOOD             USPSQD
 AH4423  HISTORY     - 20070612 GOOD             MNDT
 AH4423
 AH4423                          STATION DESCRIPTION
 AH4423
 AH4423'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4423'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.8 MILE SOUTH ALONG
 AH4423'DELAWARE AVENUE (COUNTY ROAD 63) FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AH4423'110 IN MENDOTA HEIGHTS, IN THE SOUTHEAST QUADRANT AT THE INTERSCTION
 AH4423'OF DELAWARE AVENUE AND SALEM CHURH ROAD, AND IN THE NW 1/4 OF SECTION
 AH4423'31 T28N, R22W.  THE MARK IS 30.5 FEET EAST OF AND ABOUT 1 FOOT HIGHER
 AH4423'THAN THE CENTERLINE OF DELAWARE AVENUE, 45.0 FEET SOUTHWEST OF THE
 AH4423'CENTERLINE OF SALEM CHURCH ROAD, 6.1 FEET SOUTH OF A POWER POLE
 AH4423'(STAMPED NWBT CO), AND 1.1 FEET WEST OF A STEEL WITNESS POST.  THE
 AH4423'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AD
 AH4423'1989---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AH4423'COPPER-CLAD STEEL (MAGNETIC) ROD WITH A BASE PLATE THAT IS SET IN 12
 AH4423'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND PROJECTS 0.3 FOOT
 AH4423'ABOVE THE GROUND.
 AH4423
 AH4423                          STATION RECOVERY (2002)
 AH4423
 AH4423'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4423'RECOVERED IN GOOD CONDITION.
 AH4423
 AH4423                          STATION RECOVERY (2004)
 AH4423
 AH4423'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4423'RECOVERED IN GOOD CONDITION AS DESCRIBED. A STEEL SIGN WITH BM, ACTS
 AH4423'AS A WITNESS POST. MDSPS JH.
 AH4423
 AH4423                          STATION RECOVERY (2007)
 AH4423
 AH4423'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4423'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF SAINT PAUL
 AH4423'PARK, 5.0 MI (8.0 KM) SOUTH OF SAINT PAUL AND 3.5 MI (5.6 KM)
 AH4423'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4423' 
 AH4423'TO REACH TO THE MARK AT SUNFISH LAKE, GO 0.8 MI (1.3 KM) SOUTH OF THE
 AH4423'JUNCTION OF TRUNK HIGHWAY 110 AND COUNTY ROAD 63 (DELAWARE AVENUE), AT
 AH4423'THE JUNCTION OF COUNTY ROAD 63 AND COUNTY ROAD 18 (SALEM CHURCH ROAD),
 AH4423'30.5 FT (9.3 M) EAST OF COUNTY ROAD 63, 45.0 FT (13.7 M) SOUTHWEST OF
 AH4423'SALEM CHURCH ROAD, 6.1 FT (1.9 M) SOUTH OF POWER POLE, 1.1 FT (0.3 M)
 AH4423'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4425 ***********************************************************************
 AH4425  DESIGNATION -  1985 AF
 AH4425  PID         -  AH4425
 AH4425  STATE/COUNTY-  MN/DAKOTA
 AH4425  COUNTRY     -  US
 AH4425  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4425
 AH4425                         *CURRENT SURVEY CONTROL
 AH4425  ______________________________________________________________________
 AH4425* NAD 83(1986) POSITION- 44 51 42.57   (N) 093 05 32.78   (W)   HD_HELD1  
 AH4425* NAVD 88 ORTHO HEIGHT -   286.953  (meters)     941.45  (feet) ADJUSTED  
 AH4425  ______________________________________________________________________
 AH4425  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 AH4425  DYNAMIC HEIGHT  -        286.945 (meters)      941.42  (feet) COMP
 AH4425  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 AH4425
 AH4425  VERT ORDER      -  SECOND    CLASS I
 AH4425
 AH4425.The horizontal coordinates were established by differentially corrected
 AH4425.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4425.
 AH4425.The orthometric height was determined by differential leveling and
 AH4425.adjusted in June 2000.
 AH4425
 AH4425.No vertical observational check was made to the station.
 AH4425
 AH4425.Photographs are available for this station.
 AH4425
 AH4425.The dynamic height is computed by dividing the NAVD 88
 AH4425.geopotential number by the normal gravity value computed on the
 AH4425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4425.degrees latitude (g = 980.6199 gals.).
 AH4425
 AH4425.The modeled gravity was interpolated from observed gravity values.
 AH4425
 AH4425;                    North         East    Units  Estimated Accuracy
 AH4425;SPC MN S     -   307,270.3     871,724.5     MT  (+/- 3 meters HH1 GPS) 
 AH4425
 AH4425                          SUPERSEDED SURVEY CONTROL
 AH4425
 AH4425.No superseded survey control is available for this station.
 AH4425
 AH4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9269667605(NAD 83)
 AH4425
 AH4425_MARKER: DR = REFERENCE MARK DISK
 AH4425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4425_SP_SET: BRIDGE RAILING
 AH4425_STAMPING: 1985 AF 1989
 AH4425_MARK LOGO: MNDT  
 AH4425_PROJECTION: FLUSH
 AH4425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4425+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4425
 AH4425  HISTORY     - Date     Condition        Report By
 AH4425  HISTORY     - 1989     MONUMENTED       MNDT
 AH4425  HISTORY     - 20021130 GOOD             USPSQD
 AH4425  HISTORY     - 20040918 GOOD             USPSQD
 AH4425  HISTORY     - 20051129 GOOD             USPSQD
 AH4425  HISTORY     - 20070614 GOOD             MNDT
 AH4425
 AH4425                          STATION DESCRIPTION
 AH4425
 AH4425'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4425'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.95 MILE SOUTHWEST
 AH4425'ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52,
 AH4425'AT THE BRIDGE CARRYING PIPER ROAD (60TH STREET AT ITS JUNCTION WITH
 AH4425'HIGHWAY 52) OVER HIGHWAY 494, AT HIGHWAY 494 MILEPOINT 68.1, AND IN
 AH4425'THE NE 1/4 OF SECTION 6, T28N, R22W.  THE MARK IS 19.0 FEET SOUTH OF
 AH4425'THE CENTERLINE OF PIPER ROAD, 72.5 FEET WEST OF THE END STEEL POST OF
 AH4425'A RIGHT - OF - WAY FENCE, AND 73.4 FEET WEST OF THE SOUTHEAST CORNER
 AH4425'OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD MNDT REFERENCE MARK
 AH4425'DISK STAMPED---1985 AF 1989---, IS SET IN THE TOP OF THE CONCRETE
 AH4425'RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19835 (PIPER ROAD
 AH4425'OVER HIGHWAY 494).
 AH4425
 AH4425                          STATION RECOVERY (2002)
 AH4425
 AH4425'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4425'RECOVERED IN GOOD CONDITION.
 AH4425
 AH4425                          STATION RECOVERY (2004)
 AH4425
 AH4425'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4425'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 AH4425
 AH4425                          STATION RECOVERY (2005)
 AH4425
 AH4425'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4425'RECOVERED IN GOOD CONDITION.
 AH4425
 AH4425                          STATION RECOVERY (2007)
 AH4425
 AH4425'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4425'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF SAINT PAUL, 5.1 MI
 AH4425'(8.2 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.6 MI (4.2 KM)
 AH4425'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4425' 
 AH4425'TO REACH TO THE MARK AT SUNFISH LAKE, GO 0.95 MI (1.5 KM) SOUTHWEST OF
 AH4425'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, IN THE
 AH4425'TOP OF RAILING AT SOUTHEAST CORNER OF PIEPER ROAD BRIDGE 19835 OVER
 AH4425'INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT 68.1,
 AH4425'19.0 FT (5.8 M) SOUTH OF PIEPER ROAD, 72.5 FT (22.1 M) WEST OF END
 AH4425'STEEL RIGHT OF WAY POST, 73.4 FT (22.4 M) WEST OF THE SOUTHEAST CORNER
 AH4425'OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4426 ***********************************************************************
 AH4426  DESIGNATION -  1985 AG
 AH4426  PID         -  AH4426
 AH4426  STATE/COUNTY-  MN/DAKOTA
 AH4426  COUNTRY     -  US
 AH4426  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4426
 AH4426                         *CURRENT SURVEY CONTROL
 AH4426  ______________________________________________________________________
 AH4426* NAD 83(1986) POSITION- 44 51 42.57   (N) 093 05 37.66   (W)   HD_HELD1  
 AH4426* NAVD 88 ORTHO HEIGHT -   284.936  (meters)     934.83  (feet) ADJUSTED  
 AH4426  ______________________________________________________________________
 AH4426  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AH4426  DYNAMIC HEIGHT  -        284.928 (meters)      934.80  (feet) COMP
 AH4426  MODELED GRAVITY -    980,580.9   (mgal)                       NAVD 88
 AH4426
 AH4426  VERT ORDER      -  SECOND    CLASS I
 AH4426
 AH4426.The horizontal coordinates were established by differentially corrected
 AH4426.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4426.
 AH4426.The orthometric height was determined by differential leveling and
 AH4426.adjusted in June 2000.
 AH4426
 AH4426.No vertical observational check was made to the station.
 AH4426
 AH4426.Photographs are available for this station.
 AH4426
 AH4426.The dynamic height is computed by dividing the NAVD 88
 AH4426.geopotential number by the normal gravity value computed on the
 AH4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4426.degrees latitude (g = 980.6199 gals.).
 AH4426
 AH4426.The modeled gravity was interpolated from observed gravity values.
 AH4426
 AH4426;                    North         East    Units  Estimated Accuracy
 AH4426;SPC MN S     -   307,269.1     871,617.3     MT  (+/- 3 meters HH1 GPS) 
 AH4426
 AH4426                          SUPERSEDED SURVEY CONTROL
 AH4426
 AH4426.No superseded survey control is available for this station.
 AH4426
 AH4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9258967605(NAD 83)
 AH4426
 AH4426_MARKER: DB = BENCH MARK DISK
 AH4426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4426_SP_SET: BRIDGE RAILING
 AH4426_STAMPING: 1985 AG 1989
 AH4426_MARK LOGO: MNDT  
 AH4426_PROJECTION: FLUSH
 AH4426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4426+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2007
 AH4426
 AH4426  HISTORY     - Date     Condition        Report By
 AH4426  HISTORY     - 1989     MONUMENTED       MNDT
 AH4426  HISTORY     - 20021130 GOOD             USPSQD
 AH4426  HISTORY     - 20040918 GOOD             USPSQD
 AH4426  HISTORY     - 20051129 GOOD             USPSQD
 AH4426  HISTORY     - 20070614 GOOD             MNDT
 AH4426
 AH4426                          STATION DESCRIPTION
 AH4426
 AH4426'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4426'THE MARK IS LOCATED IN THE CITY OF SUNFISH LAKE, 0.95 MILE SOUTHWEST
 AH4426'ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52,
 AH4426'AT THE BRIDGE CARRYING PIEPER ROAD (60TH STREET AT ITS JUNCTION WITH
 AH4426'HIGHWAY 52) OVER HIGHWAY 494, AT HIGHWAY 494 MILEPOINT 68.1, AND IN
 AH4426'THE NE 1/4 OF SECTION 6, T28N, R22W.  THE MARK IS 19.0 FEET SOUTH OF
 AH4426'THE CENTERLINE OF PIEPER ROAD, 44.7 FEET EAST - NORTHEAST OF THE END
 AH4426'STEEL POST OF A RIGHT - OF - WAY FENCE, AND 44.4 FEET EAST OF THE
 AH4426'SOUTHWEST CORNER OF THE SOUTH BRIDGE RAILING.  THE MARK, A STANDARD
 AH4426'MNDT BENCH MARK DISK STAMPED---1985 AG 1989---, IS SET IN THE TOP OF
 AH4426'THE CONCRETE RAILING AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 19835
 AH4426'(PIPER ROAD OVER HIGHWAY 494).
 AH4426
 AH4426                          STATION RECOVERY (2002)
 AH4426
 AH4426'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4426'RECOVERED IN GOOD CONDITION.
 AH4426
 AH4426                          STATION RECOVERY (2004)
 AH4426
 AH4426'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 AH4426'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH
 AH4426
 AH4426                          STATION RECOVERY (2005)
 AH4426
 AH4426'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4426'RECOVERED IN GOOD CONDITION.
 AH4426
 AH4426                          STATION RECOVERY (2007)
 AH4426
 AH4426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4426'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTH OF SAINT PAUL, 5.2 MI
 AH4426'(8.4 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.7 MI (4.3 KM)
 AH4426'WEST-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4426' 
 AH4426'TO REACH TO THE MARK AT SUNFISH LAKE, 0.95 MI (1.5 KM) SOUTHWEST OF
 AH4426'THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 52, IN THE
 AH4426'TOP OF RAILING AT SOUTHWEST CORNER OF PIEPER ROAD BRIDGE 19835 OVER
 AH4426'INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT 68.1, GO
 AH4426'19.0 FT (5.8 M) SOUTH OF PIEPER ROAD, 44.7 FT (13.6 M) EAST-NORTHEAST
 AH4426'OF END STEEL R/W POST, 44.4 FT (13.5 M) EAST OF THE SOUTHWEST CORNER
 AH4426'OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4442 ***********************************************************************
 AH4442  DESIGNATION -  1985 AH
 AH4442  PID         -  AH4442
 AH4442  STATE/COUNTY-  MN/DAKOTA
 AH4442  COUNTRY     -  US
 AH4442  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4442
 AH4442                         *CURRENT SURVEY CONTROL
 AH4442  ______________________________________________________________________
 AH4442* NAD 83(1986) POSITION- 44 52 27.82   (N) 093 03 11.26   (W)   HD_HELD1  
 AH4442* NAVD 88 ORTHO HEIGHT -   268.079  (meters)     879.52  (feet) ADJUSTED  
 AH4442  ______________________________________________________________________
 AH4442  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 AH4442  DYNAMIC HEIGHT  -        268.073 (meters)      879.50  (feet) COMP
 AH4442  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH4442
 AH4442  VERT ORDER      -  SECOND    CLASS I
 AH4442
 AH4442.The horizontal coordinates were established by differentially corrected
 AH4442.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4442.
 AH4442.The orthometric height was determined by differential leveling and
 AH4442.adjusted in June 2000.
 AH4442
 AH4442.Photographs are available for this station.
 AH4442
 AH4442.The dynamic height is computed by dividing the NAVD 88
 AH4442.geopotential number by the normal gravity value computed on the
 AH4442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4442.degrees latitude (g = 980.6199 gals.).
 AH4442
 AH4442.The modeled gravity was interpolated from observed gravity values.
 AH4442
 AH4442;                    North         East    Units  Estimated Accuracy
 AH4442;SPC MN S     -   308,702.2     874,814.9     MT  (+/- 3 meters HH1 GPS) 
 AH4442
 AH4442                          SUPERSEDED SURVEY CONTROL
 AH4442
 AH4442.No superseded survey control is available for this station.
 AH4442
 AH4442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9580368998(NAD 83)
 AH4442
 AH4442_MARKER: DV = VERTICAL CONTROL DISK
 AH4442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4442_STAMPING: 1985 AH 1989
 AH4442_MARK LOGO: MNDT  
 AH4442_PROJECTION: FLUSH
 AH4442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4442+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4442
 AH4442  HISTORY     - Date     Condition        Report By
 AH4442  HISTORY     - 1989     MONUMENTED       MNDT
 AH4442  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 AH4442  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 AH4442  HISTORY     - 20061129 GOOD             USPSQD
 AH4442  HISTORY     - 20070613 GOOD             MNDT
 AH4442
 AH4442                          STATION DESCRIPTION
 AH4442
 AH4442'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4442'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, NEAR THE
 AH4442'BLAINE AVENUE BRIDGE OVER INTERSTATE HIGHWAY 494, AT HIGHWAY 494
 AH4442'MILEPOINT 65.6, AND IN THE NE 1/4 OF SECTION 33, T28N, R22W.  THE MARK
 AH4442'IS 23.2 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF
 AH4442'EASTBOUND HIGHWAY 494, 102.2 FEET WEST OF THE SOUTH ABUTMENT OF THE
 AH4442'BLAINE AVENUE OVERPASS, 63.3 FEET WEST-NORTHWEST OF A CORNER POST OF
 AH4442'THE RIGHT - OF - WAY FENCE, AND 1.0 FOOT NORTH OF A STEEL WITNESS
 AH4442'POST. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AH4442'DISK STAMPED---1985 AH 1989---, IS FORCED ONTO THE TOP OF A DRIVEN
 AH4442'3/4-INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH
 AH4442'THE GROUND.
 AH4442
 AH4442                          STATION RECOVERY (2002)
 AH4442
 AH4442'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4442'MARK NOT FOUND.
 AH4442
 AH4442                          STATION RECOVERY (2004)
 AH4442
 AH4442'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 AH4442'MARK NOT FOUND. SPSPS RT.
 AH4442
 AH4442                          STATION RECOVERY (2006)
 AH4442
 AH4442'RECOVERY NOTE BY US POWER SQUADRON 2006 (SJT)
 AH4442'RECOVERED IN GOOD CONDITION.
 AH4442
 AH4442                          STATION RECOVERY (2007)
 AH4442
 AH4442'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4442'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF SAINT
 AH4442'PAUL, 3.8 MI (6.1 KM) NORTHWEST OF SAINT PAUL PARK AND 1.9 MI (3.1 KM)
 AH4442'NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4442' 
 AH4442'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, NEAR BLAINE AVENUE BRIDGE
 AH4442'OVER INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MILE POINT
 AH4442'65.6, GO 102 FT (31.1 M) WEST OF SOUTH ABUTMENT ON BLAINE AVENUE
 AH4442'BRIDGE, 63.3 FT (19.3 M) WEST-NORTHWEST OF CORNER POST OF RIGHT OF WAY
 AH4442'FENCE, 20.0 FT (6.1 M) NORTHEAST OF SINGLE POPLAR TREE, 1.0 FT (0.3 M)
 AH4442'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4436 ***********************************************************************
 AH4436  DESIGNATION -  1985 AJ
 AH4436  PID         -  AH4436
 AH4436  STATE/COUNTY-  MN/DAKOTA
 AH4436  COUNTRY     -  US
 AH4436  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4436
 AH4436                         *CURRENT SURVEY CONTROL
 AH4436  ______________________________________________________________________
 AH4436* NAD 83(1986) POSITION- 44 52 26.60   (N) 093 03 52.03   (W)   HD_HELD1  
 AH4436* NAVD 88 ORTHO HEIGHT -   284.317  (meters)     932.80  (feet) ADJUSTED  
 AH4436  ______________________________________________________________________
 AH4436  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 AH4436  DYNAMIC HEIGHT  -        284.311 (meters)      932.78  (feet) COMP
 AH4436  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 AH4436
 AH4436  VERT ORDER      -  SECOND    CLASS I
 AH4436
 AH4436.The horizontal coordinates were established by differentially corrected
 AH4436.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4436.
 AH4436.The orthometric height was determined by differential leveling and
 AH4436.adjusted in June 2000.
 AH4436
 AH4436.No vertical observational check was made to the station.
 AH4436
 AH4436.Photographs are available for this station.
 AH4436
 AH4436.The dynamic height is computed by dividing the NAVD 88
 AH4436.geopotential number by the normal gravity value computed on the
 AH4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4436.degrees latitude (g = 980.6199 gals.).
 AH4436
 AH4436.The modeled gravity was interpolated from observed gravity values.
 AH4436
 AH4436;                    North         East    Units  Estimated Accuracy
 AH4436;SPC MN S     -   308,654.2     873,920.5     MT  (+/- 3 meters HH1 GPS) 
 AH4436
 AH4436                          SUPERSEDED SURVEY CONTROL
 AH4436
 AH4436.No superseded survey control is available for this station.
 AH4436
 AH4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9490968961(NAD 83)
 AH4436
 AH4436_MARKER: DV = VERTICAL CONTROL DISK
 AH4436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4436_SP_SET: BRIDGE RAILING
 AH4436_STAMPING: 1985 AJ 1989
 AH4436_MARK LOGO: MNDT  
 AH4436_PROJECTION: FLUSH
 AH4436_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4436+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4436
 AH4436  HISTORY     - Date     Condition        Report By
 AH4436  HISTORY     - 1989     MONUMENTED       MNDT
 AH4436  HISTORY     - 20020612 GOOD             USPSQD
 AH4436  HISTORY     - 20050111 GOOD             USPSQD
 AH4436  HISTORY     - 20070613 GOOD             MNDT
 AH4436
 AH4436                          STATION DESCRIPTION
 AH4436
 AH4436'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4436'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, IN THE BRIDGE
 AH4436'AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND COUNTY ROAD 73 (BABCOCK
 AH4436'TRAIL), AND IN THE NW 1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 27.0
 AH4436'FEET EAST OF THE CENTERLINE OF COUNTY ROAD 73, 35.5 FEET NORTH -
 AH4436'NORTHWEST OF THE SOUTH FENCE POST OF THE BRIDGE FENCE, 10.6 FEET WEST
 AH4436'OF THE BRIDGE FENCE, AND 20.2 FEET NORTH OF THE SOUTHEAST CORNER OF
 AH4436'THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AH4436'MONUMENT DISK STAMPED---1985 AJ 1989---, IS SET IN THE TOP OF THE
 AH4436'CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19854
 AH4436'(COUNTY ROAD 73 OVER HIGHWAY 494).
 AH4436
 AH4436                          STATION RECOVERY (2002)
 AH4436
 AH4436'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4436'RECOVERED IN GOOD CONDITION.
 AH4436
 AH4436                          STATION RECOVERY (2005)
 AH4436
 AH4436'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4436'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4436
 AH4436                          STATION RECOVERY (2007)
 AH4436
 AH4436'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4436'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF SAINT
 AH4436'PAUL, 4.2 MI (6.8 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.1 MI
 AH4436'(3.4 KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4436' 
 AH4436'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING ON
 AH4436'COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE 19854 OVER INTERSTATE HIGHWAY
 AH4436'494, GO 27.0 FT (8.2 M) EAST OF COUNTY ROAD 73, 35.5 FT (10.8 M)
 AH4436'NORTH-NORTHWEST OF SOUTH FENCE POST IN BRIDGE FENCE, 10.6 FT (3.2 M)
 AH4436'WEST OF BRIDGE FENCE, 20.2 FT (6.2 M) NORTH OF THE SOUTHEAST CORNER OF
 AH4436'EAST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4437 ***********************************************************************
 AH4437  DESIGNATION -  1985 AK
 AH4437  PID         -  AH4437
 AH4437  STATE/COUNTY-  MN/DAKOTA
 AH4437  COUNTRY     -  US
 AH4437  USGS QUAD   -  ST PAUL EAST (1993)
 AH4437
 AH4437                         *CURRENT SURVEY CONTROL
 AH4437  ______________________________________________________________________
 AH4437* NAD 83(1986) POSITION- 44 52 31.44   (N) 093 03 52.99   (W)   HD_HELD1  
 AH4437* NAVD 88 ORTHO HEIGHT -   284.210  (meters)     932.45  (feet) ADJUSTED  
 AH4437  ______________________________________________________________________
 AH4437  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 AH4437  DYNAMIC HEIGHT  -        284.204 (meters)      932.43  (feet) COMP
 AH4437  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AH4437
 AH4437  VERT ORDER      -  SECOND    CLASS I
 AH4437
 AH4437.The horizontal coordinates were established by differentially corrected
 AH4437.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4437.
 AH4437.The orthometric height was determined by differential leveling and
 AH4437.adjusted in June 2000.
 AH4437
 AH4437.No vertical observational check was made to the station.
 AH4437
 AH4437.Photographs are available for this station.
 AH4437
 AH4437.The dynamic height is computed by dividing the NAVD 88
 AH4437.geopotential number by the normal gravity value computed on the
 AH4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4437.degrees latitude (g = 980.6199 gals.).
 AH4437
 AH4437.The modeled gravity was interpolated from observed gravity values.
 AH4437
 AH4437;                    North         East    Units  Estimated Accuracy
 AH4437;SPC MN S     -   308,803.3     873,897.8     MT  (+/- 3 meters HH1 GPS) 
 AH4437
 AH4437                          SUPERSEDED SURVEY CONTROL
 AH4437
 AH4437.No superseded survey control is available for this station.
 AH4437
 AH4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9488869111(NAD 83)
 AH4437
 AH4437_MARKER: DB = BENCH MARK DISK
 AH4437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4437_SP_SET: BRIDGE RAILING
 AH4437_STAMPING: 1985 AK 1989
 AH4437_MARK LOGO: MNDT  
 AH4437_PROJECTION: FLUSH
 AH4437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4437+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2007
 AH4437
 AH4437  HISTORY     - Date     Condition        Report By
 AH4437  HISTORY     - 1989     MONUMENTED       MNDT
 AH4437  HISTORY     - 20021213 GOOD             USPSQD
 AH4437  HISTORY     - 20050111 GOOD             USPSQD
 AH4437  HISTORY     - 20070613 GOOD             MNDT
 AH4437
 AH4437                          STATION DESCRIPTION
 AH4437
 AH4437'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4437'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, IN THE BRIDGE
 AH4437'AT THE JUNCTION OF INTERSTATE HIGHWAY 494 AND COUNTY ROAD 73 (BABCOCK
 AH4437'TRAIL), AND IN THE NW 1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 27.5
 AH4437'FEET WEST OF THE CENTERLINE OF COUNTY ROAD 73, 26.9 FEET
 AH4437'SOUTH-SOUTHEAST OF THE END STEEL POST OF THE RIGHT - OF - WAY FENCE,
 AH4437'AND 27.0 FEET SOUTH OF THE NORTHWEST CORNER OF THE WEST BRIDGE
 AH4437'RAILING. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4437'STAMPED---1985 AK 1989---, IS SET IN THE TOP OF THE CONCRETE RAILING
 AH4437'AT THE NORTHWEST CORNER OF BRIDGE NUMBER 19854 (COUNTY ROAD 73 OVER
 AH4437'HIGHWAY 494).
 AH4437
 AH4437                          STATION RECOVERY (2002)
 AH4437
 AH4437'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4437'RECOVERED IN GOOD CONDITION.
 AH4437
 AH4437                          STATION RECOVERY (2005)
 AH4437
 AH4437'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4437'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
 AH4437
 AH4437                          STATION RECOVERY (2007)
 AH4437
 AH4437'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AH4437'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF SAINT
 AH4437'PAUL, 4.3 MI (6.9 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.2 MI
 AH4437'(3.5 KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4437' 
 AH4437'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4437'NORTHWEST CORNER OF COUNTY ROAD 73 (BABCOCK TRAIL) BRIDGE 19854 OVER
 AH4437'INTERSTATE HIGHWAY 494, GO 27.5 FT (8.4 M) WEST OF COUNTY ROAD 73,
 AH4437'26.9 FT (8.2 M) SOUTH-SOUTHEAST OF END STEEL POST OF RIGHT OF WAY
 AH4437'FENCE, 27.0 FT (8.2 M) SOUTH OF THE NORTHWEST CORNER OF WEST BRIDGE
 AH4437'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4438 ***********************************************************************
 AH4438  DESIGNATION -  1985 AL
 AH4438  PID         -  AH4438
 AH4438  STATE/COUNTY-  MN/DAKOTA
 AH4438  COUNTRY     -  US
 AH4438  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4438
 AH4438                         *CURRENT SURVEY CONTROL
 AH4438  ______________________________________________________________________
 AH4438* NAD 83(1986) POSITION- 44 52 27.3    (N) 093 03 38.7    (W)   HD_HELD2  
 AH4438* NAVD 88 ORTHO HEIGHT -   283.115  (meters)     928.85  (feet) ADJUSTED  
 AH4438  ______________________________________________________________________
 AH4438  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 AH4438  DYNAMIC HEIGHT  -        283.109 (meters)      928.83  (feet) COMP
 AH4438  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 AH4438
 AH4438  VERT ORDER      -  SECOND    CLASS I
 AH4438
 AH4438.The horizontal coordinates were established by autonomous hand held GPS
 AH4438.observations and have an estimated accuracy of +/- 10 meters.
 AH4438.
 AH4438.The orthometric height was determined by differential leveling and
 AH4438.adjusted in June 2000.
 AH4438
 AH4438.Photographs are available for this station.
 AH4438
 AH4438.The dynamic height is computed by dividing the NAVD 88
 AH4438.geopotential number by the normal gravity value computed on the
 AH4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4438.degrees latitude (g = 980.6199 gals.).
 AH4438
 AH4438.The modeled gravity was interpolated from observed gravity values.
 AH4438
 AH4438;                    North         East    Units  Estimated Accuracy
 AH4438;SPC MN S     -   308,679.      874,213.      MT  (+/- 10 meters HH2 GPS)
 AH4438
 AH4438                          SUPERSEDED SURVEY CONTROL
 AH4438
 AH4438.No superseded survey control is available for this station.
 AH4438
 AH4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9520168983(NAD 83)
 AH4438
 AH4438_MARKER: DV = VERTICAL CONTROL DISK
 AH4438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4438_SP_SET: BRIDGE RAILING
 AH4438_STAMPING: 1985 AL 1989
 AH4438_MARK LOGO: MNDT  
 AH4438_PROJECTION: FLUSH
 AH4438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4438+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2009
 AH4438
 AH4438  HISTORY     - Date     Condition        Report By
 AH4438  HISTORY     - 1989     MONUMENTED       MNDT
 AH4438  HISTORY     - 19980202 GOOD             MNDT
 AH4438  HISTORY     - 20020612 GOOD             USPSQD
 AH4438  HISTORY     - 20021201 GOOD             USPSQD
 AH4438  HISTORY     - 20040915 GOOD             USPSQD
 AH4438  HISTORY     - 20070613 GOOD             MNDT
 AH4438  HISTORY     - 20090320 GOOD             MNDT
 AH4438
 AH4438                          STATION DESCRIPTION
 AH4438
 AH4438'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4438'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4438'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4438'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 18.5 FEET EAST OF THE
 AH4438'CENTERLINE OF SOUTHBOUND HIGHWAY 3 AND 0.6 FOOT NORTH OF THE SOUTHEAST
 AH4438'CORNER OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4438'CONTROL MONUMENT DISK STAMPED---1985 AL 1989---, IS SET IN THE TOP OF
 AH4438'THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19855
 AH4438'(SOUTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4438
 AH4438                          STATION RECOVERY (1998)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 AH4438'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK WAS
 AH4438'SET IN BRDG WHEN BUILT IN 1984 THEN STAMPED IN 1989.
 AH4438
 AH4438                          STATION RECOVERY (2002)
 AH4438
 AH4438'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4438'TRUNK HIGHWAY 3 IS NOW TRUNK HIGHWAY 52.
 AH4438
 AH4438                          STATION RECOVERY (2002)
 AH4438
 AH4438'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4438'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4438
 AH4438                          STATION RECOVERY (2004)
 AH4438
 AH4438'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4438'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AH4438
 AH4438                          STATION RECOVERY (2007)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4438'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF SAINT
 AH4438'PAUL, 4.1 MI (6.6 KM) WEST-NORTHWEST OF SAINT PAUL PARK AND 2.0 MI
 AH4438'(3.2 KM) NORTH-NORTHWEST OF INVER GROVE HEIGHTS.
 AH4438' 
 AH4438'TO REACH TO THE MARK AT INVER GROVE HEIGHTS, IN THE TOP OF RAILING AT
 AH4438'SOUTHEAST CORNER OF SOUTHBOUND TRUNK HIGHWAY 52 BRIDGE 19855 OVER
 AH4438'INTERSTATE HIGHWAY 494, GO 18.5 FT (5.6 M) EAST OF SOUTH BOUND TRUNK
 AH4438'HIGHWAY 52, 0.6 FT (0.2 M) NORTH OF THE SOUTHEAST CORNER OF EAST
 AH4438'BRIDGE RAILING.
 AH4438
 AH4438                          STATION RECOVERY (2009)
 AH4438
 AH4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4438'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4439 ***********************************************************************
 AH4439  DESIGNATION -  1985 AM
 AH4439  PID         -  AH4439
 AH4439  STATE/COUNTY-  MN/DAKOTA
 AH4439  COUNTRY     -  US
 AH4439  USGS QUAD   -  ST PAUL EAST (1993)
 AH4439
 AH4439                         *CURRENT SURVEY CONTROL
 AH4439  ______________________________________________________________________
 AH4439* NAD 83(1986) POSITION- 44 52 31.1    (N) 093 03 39.6    (W)   HD_HELD2  
 AH4439* NAVD 88 ORTHO HEIGHT -   282.420  (meters)     926.57  (feet) ADJUSTED  
 AH4439  ______________________________________________________________________
 AH4439  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 AH4439  DYNAMIC HEIGHT  -        282.414 (meters)      926.55  (feet) COMP
 AH4439  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 AH4439
 AH4439  VERT ORDER      -  SECOND    CLASS I
 AH4439
 AH4439.The horizontal coordinates were established by autonomous hand held GPS
 AH4439.observations and have an estimated accuracy of +/- 10 meters.
 AH4439.
 AH4439.The orthometric height was determined by differential leveling and
 AH4439.adjusted in June 2000.
 AH4439
 AH4439.Photographs are available for this station.
 AH4439
 AH4439.The dynamic height is computed by dividing the NAVD 88
 AH4439.geopotential number by the normal gravity value computed on the
 AH4439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4439.degrees latitude (g = 980.6199 gals.).
 AH4439
 AH4439.The modeled gravity was interpolated from observed gravity values.
 AH4439
 AH4439;                    North         East    Units  Estimated Accuracy
 AH4439;SPC MN S     -   308,796.      874,192.      MT  (+/- 10 meters HH2 GPS)
 AH4439
 AH4439                          SUPERSEDED SURVEY CONTROL
 AH4439
 AH4439.No superseded survey control is available for this station.
 AH4439
 AH4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9518169100(NAD 83)
 AH4439
 AH4439_MARKER: DV = VERTICAL CONTROL DISK
 AH4439_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4439_SP_SET: BRIDGE RAILING
 AH4439_STAMPING: 1985 AM 1989
 AH4439_MARK LOGO: MNDT  
 AH4439_PROJECTION: FLUSH
 AH4439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4439+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2009
 AH4439
 AH4439  HISTORY     - Date     Condition        Report By
 AH4439  HISTORY     - 1989     MONUMENTED       MNDT
 AH4439  HISTORY     - 20020612 GOOD             USPSQD
 AH4439  HISTORY     - 20021201 GOOD             USPSQD
 AH4439  HISTORY     - 20040915 GOOD             USPSQD
 AH4439  HISTORY     - 20090320 GOOD             MNDT
 AH4439
 AH4439                          STATION DESCRIPTION
 AH4439
 AH4439'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4439'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4439'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4439'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 46.5 FEET WEST OF THE
 AH4439'CENTERLINE OF SOUTHBOUND HIGHWAY 3, 36.0 FEET SOUTH-SOUTHEAST OF A
 AH4439'LIGHT STANDARD (NUMBERED S-8-H-28), AND 0.7 FOOT SOUTH OF THE
 AH4439'NORTHWEST CORNER OF THE WEST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4439'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AM 1989---, IS SET
 AH4439'IN THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE
 AH4439'NUMBER 19855 (SOUTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4439
 AH4439                          STATION RECOVERY (2002)
 AH4439
 AH4439'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4439'TRUNK HIGHWAY 3 IS NOW CALLED TRUNK HIGHWAY 52
 AH4439
 AH4439                          STATION RECOVERY (2002)
 AH4439
 AH4439'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4439'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4439
 AH4439                          STATION RECOVERY (2004)
 AH4439
 AH4439'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4439'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AH4439
 AH4439                          STATION RECOVERY (2009)
 AH4439
 AH4439'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4439'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4440 ***********************************************************************
 AH4440  DESIGNATION -  1985 AN
 AH4440  PID         -  AH4440
 AH4440  STATE/COUNTY-  MN/DAKOTA
 AH4440  COUNTRY     -  US
 AH4440  USGS QUAD   -  ST PAUL EAST (1993)
 AH4440
 AH4440                         *CURRENT SURVEY CONTROL
 AH4440  ______________________________________________________________________
 AH4440* NAD 83(1986) POSITION- 44 52 31.10   (N) 093 03 38.41   (W)   HD_HELD1  
 AH4440* NAVD 88 ORTHO HEIGHT -   282.591  (meters)     927.13  (feet) ADJUSTED  
 AH4440  ______________________________________________________________________
 AH4440  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 AH4440  DYNAMIC HEIGHT  -        282.585 (meters)      927.11  (feet) COMP
 AH4440  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 AH4440
 AH4440  VERT ORDER      -  SECOND    CLASS I
 AH4440
 AH4440.The horizontal coordinates were established by differentially corrected
 AH4440.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4440.
 AH4440.The orthometric height was determined by differential leveling and
 AH4440.adjusted in June 2000.
 AH4440
 AH4440.Photographs are available for this station.
 AH4440
 AH4440.The dynamic height is computed by dividing the NAVD 88
 AH4440.geopotential number by the normal gravity value computed on the
 AH4440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4440.degrees latitude (g = 980.6199 gals.).
 AH4440
 AH4440.The modeled gravity was interpolated from observed gravity values.
 AH4440
 AH4440;                    North         East    Units  Estimated Accuracy
 AH4440;SPC MN S     -   308,796.5     874,217.9     MT  (+/- 3 meters HH1 GPS) 
 AH4440
 AH4440                          SUPERSEDED SURVEY CONTROL
 AH4440
 AH4440.No superseded survey control is available for this station.
 AH4440
 AH4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9520769100(NAD 83)
 AH4440
 AH4440_MARKER: DV = VERTICAL CONTROL DISK
 AH4440_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4440_SP_SET: BRIDGE RAILING
 AH4440_STAMPING: 1985 AN 1989
 AH4440_MARK LOGO: MNDT  
 AH4440_PROJECTION: FLUSH
 AH4440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4440+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2009
 AH4440
 AH4440  HISTORY     - Date     Condition        Report By
 AH4440  HISTORY     - 1989     MONUMENTED       MNDT
 AH4440  HISTORY     - 20020612 GOOD             USPSQD
 AH4440  HISTORY     - 20021201 GOOD             USPSQD
 AH4440  HISTORY     - 20040915 GOOD             USPSQD
 AH4440  HISTORY     - 20090320 GOOD             MNDT
 AH4440
 AH4440                          STATION DESCRIPTION
 AH4440
 AH4440'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4440'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4440'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4440'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 19.0 FEET WEST OF THE
 AH4440'CENTERLINE OF NORTHBOUND HIGHWAY 3, 21.9 FEET SOUTH-SOUTHEAST OF THE
 AH4440'CENTER OF A LARGE STEEL OVERHEAD SIGN POST, AND 1.1 FEET SOUTH OF THE
 AH4440'NORTHWEST CORNER OF THE WEST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4440'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AN 1989---, IS SET
 AH4440'IN THE TOP OF THE CONCRETE RAILING AT THE NORTHWEST CORNER OF BRIDGE
 AH4440'NUMBER 19856 (NORTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4440
 AH4440                          STATION RECOVERY (2002)
 AH4440
 AH4440'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4440'RECOVERED IN GOOD CONDITION.
 AH4440
 AH4440                          STATION RECOVERY (2002)
 AH4440
 AH4440'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4440'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4440
 AH4440                          STATION RECOVERY (2004)
 AH4440
 AH4440'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4440'RECOVERED AS DESCRIBED,IN GOOD CONDITION. SPSPS JRD
 AH4440
 AH4440                          STATION RECOVERY (2009)
 AH4440
 AH4440'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4440'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4441 ***********************************************************************
 AH4441  DESIGNATION -  1985 AP
 AH4441  PID         -  AH4441
 AH4441  STATE/COUNTY-  MN/DAKOTA
 AH4441  COUNTRY     -  US
 AH4441  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4441
 AH4441                         *CURRENT SURVEY CONTROL
 AH4441  ______________________________________________________________________
 AH4441* NAD 83(1986) POSITION- 44 52 27.17   (N) 093 03 37.40   (W)   HD_HELD1  
 AH4441* NAVD 88 ORTHO HEIGHT -   282.997  (meters)     928.47  (feet) ADJUSTED  
 AH4441  ______________________________________________________________________
 AH4441  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 AH4441  DYNAMIC HEIGHT  -        282.991 (meters)      928.45  (feet) COMP
 AH4441  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 AH4441
 AH4441  VERT ORDER      -  SECOND    CLASS I
 AH4441
 AH4441.The horizontal coordinates were established by differentially corrected
 AH4441.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4441.
 AH4441.The orthometric height was determined by differential leveling and
 AH4441.adjusted in June 2000.
 AH4441
 AH4441.Photographs are available for this station.
 AH4441
 AH4441.The dynamic height is computed by dividing the NAVD 88
 AH4441.geopotential number by the normal gravity value computed on the
 AH4441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4441.degrees latitude (g = 980.6199 gals.).
 AH4441
 AH4441.The modeled gravity was interpolated from observed gravity values.
 AH4441
 AH4441;                    North         East    Units  Estimated Accuracy
 AH4441;SPC MN S     -   308,675.5     874,241.4     MT  (+/- 3 meters HH1 GPS) 
 AH4441
 AH4441                          SUPERSEDED SURVEY CONTROL
 AH4441
 AH4441.No superseded survey control is available for this station.
 AH4441
 AH4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9523068979(NAD 83)
 AH4441
 AH4441_MARKER: DV = VERTICAL CONTROL DISK
 AH4441_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4441_SP_SET: BRIDGE RAILING
 AH4441_STAMPING: 1985 AP 1989
 AH4441_MARK LOGO: MNDT  
 AH4441_PROJECTION: FLUSH
 AH4441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4441+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2009
 AH4441
 AH4441  HISTORY     - Date     Condition        Report By
 AH4441  HISTORY     - 1984     MONUMENTED       MNDT
 AH4441  HISTORY     - 19980202 GOOD             MNDT
 AH4441  HISTORY     - 20020612 GOOD             USPSQD
 AH4441  HISTORY     - 20021201 GOOD             USPSQD
 AH4441  HISTORY     - 20040915 GOOD             USPSQD
 AH4441  HISTORY     - 20090320 GOOD             MNDT
 AH4441
 AH4441                          STATION DESCRIPTION
 AH4441
 AH4441'DESCRIBED BY MN DEPT OF TRANSP 1984 (OCO)
 AH4441'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, AT THE
 AH4441'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 3, AND IN THE NW
 AH4441'1/4 OF SECTION 33, T28N, R22W.  THE MARK IS 46.5 FEET EAST OF THE
 AH4441'CENTERLINE OF NORTHBOUND HIGHWAY 3, 62.9 FEET NORTH-NORTHWEST OF A
 AH4441'LIGHT STANDARD (NUMBERED S-8-L-60), AND 1.3 FEET NORTH OF THE
 AH4441'SOUTHEAST CORNER OF THE EAST BRIDGE RAILING.  THE MARK, A STANDARD
 AH4441'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AP 1989---, IS SET
 AH4441'IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF BRIDGE
 AH4441'NUMBER 19856 (NORTHBOUND HIGHWAY 3 OVER HIGHWAY 494).
 AH4441
 AH4441                          STATION RECOVERY (1998)
 AH4441
 AH4441'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 AH4441'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE DISK WAS
 AH4441'SET WHEN BRDG WAS BUILT IN 1984 THEN STAMPED IN 1989.
 AH4441
 AH4441                          STATION RECOVERY (2002)
 AH4441
 AH4441'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4441'RECOVERED IN GOOD CONDITION.
 AH4441
 AH4441                          STATION RECOVERY (2002)
 AH4441
 AH4441'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4441'ORIGINAL HIGHWAY 3 HAS BEEN RENAMED HIGHWAY 52
 AH4441
 AH4441                          STATION RECOVERY (2004)
 AH4441
 AH4441'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4441'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4441
 AH4441                          STATION RECOVERY (2009)
 AH4441
 AH4441'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 AH4441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4435 ***********************************************************************
 AH4435  DESIGNATION -  1985 AQ
 AH4435  PID         -  AH4435
 AH4435  STATE/COUNTY-  MN/DAKOTA
 AH4435  COUNTRY     -  US
 AH4435  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4435
 AH4435                         *CURRENT SURVEY CONTROL
 AH4435  ______________________________________________________________________
 AH4435* NAD 83(1986) POSITION- 44 52 27.80   (N) 093 04 00.89   (W)   HD_HELD1  
 AH4435* NAVD 88 ORTHO HEIGHT -   283.504  (meters)     930.13  (feet) ADJUSTED  
 AH4435  ______________________________________________________________________
 AH4435  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 AH4435  DYNAMIC HEIGHT  -        283.497 (meters)      930.11  (feet) COMP
 AH4435  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AH4435
 AH4435  VERT ORDER      -  SECOND    CLASS I
 AH4435
 AH4435.The horizontal coordinates were established by differentially corrected
 AH4435.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4435.
 AH4435.The orthometric height was determined by differential leveling and
 AH4435.adjusted in June 2000.
 AH4435
 AH4435.Photographs are available for this station.
 AH4435
 AH4435.The dynamic height is computed by dividing the NAVD 88
 AH4435.geopotential number by the normal gravity value computed on the
 AH4435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4435.degrees latitude (g = 980.6199 gals.).
 AH4435
 AH4435.The modeled gravity was interpolated from observed gravity values.
 AH4435
 AH4435;                    North         East    Units  Estimated Accuracy
 AH4435;SPC MN S     -   308,689.0     873,725.7     MT  (+/- 3 meters HH1 GPS) 
 AH4435
 AH4435                          SUPERSEDED SURVEY CONTROL
 AH4435
 AH4435.No superseded survey control is available for this station.
 AH4435
 AH4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9471468998(NAD 83)
 AH4435
 AH4435_MARKER: DV = VERTICAL CONTROL DISK
 AH4435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4435_STAMPING: 1985 AQ 1989
 AH4435_MARK LOGO: MNDT  
 AH4435_PROJECTION: FLUSH
 AH4435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4435+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4435
 AH4435  HISTORY     - Date     Condition        Report By
 AH4435  HISTORY     - 1989     MONUMENTED       MNDT
 AH4435  HISTORY     - 20021213 GOOD             USPSQD
 AH4435  HISTORY     - 20050111 GOOD             USPSQD
 AH4435
 AH4435                          STATION DESCRIPTION
 AH4435
 AH4435'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4435'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, ABOUT MIDWAY
 AH4435'BETWEEN THE JUNCTIONS OF INTERSTATE HIGHWAY 494 WITH TRUNK HIGHWAY 110
 AH4435'AND TRUNK HIGHWAY 3, ABOUT 500 FEET WEST OF THE BABCOCK TRAIL
 AH4435'OVERPASS, AT HIGHWAY 494 MILEPOINT 66.35, AND IN THE NE 1/4 OF SECTION
 AH4435'32, T28N, R22W.  THE MARK IS 2.6 FEET SOUTH OF THE SOUTH RIGHT - OF -
 AH4435'WAY FENCE, 30.0 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN THE
 AH4435'CENTERLINE OF 52ND STREET EAST, ABOUT 8 FEET LOWER THAN HIGHWAY 494,
 AH4435'AND 2.0 FEET SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AH4435'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AQ
 AH4435'1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 4
 AH4435'FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
 AH4435
 AH4435                          STATION RECOVERY (2002)
 AH4435
 AH4435'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4435'RECOVERED IN GOOD CONDITION.
 AH4435
 AH4435                          STATION RECOVERY (2005)
 AH4435
 AH4435'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4435'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4443 ***********************************************************************
 AH4443  DESIGNATION -  1985 AR
 AH4443  PID         -  AH4443
 AH4443  STATE/COUNTY-  MN/DAKOTA
 AH4443  COUNTRY     -  US
 AH4443  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4443
 AH4443                         *CURRENT SURVEY CONTROL
 AH4443  ______________________________________________________________________
 AH4443* NAD 83(1986) POSITION- 44 52 27.75   (N) 093 03 09.05   (W)   HD_HELD1  
 AH4443* NAVD 88 ORTHO HEIGHT -   274.447  (meters)     900.41  (feet) ADJUSTED  
 AH4443  ______________________________________________________________________
 AH4443  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 AH4443  DYNAMIC HEIGHT  -        274.441 (meters)      900.40  (feet) COMP
 AH4443  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH4443
 AH4443  VERT ORDER      -  SECOND    CLASS I
 AH4443
 AH4443.The horizontal coordinates were established by differentially corrected
 AH4443.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4443.
 AH4443.The orthometric height was determined by differential leveling and
 AH4443.adjusted in June 2000.
 AH4443
 AH4443.No vertical observational check was made to the station.
 AH4443
 AH4443.Photographs are available for this station.
 AH4443
 AH4443.The dynamic height is computed by dividing the NAVD 88
 AH4443.geopotential number by the normal gravity value computed on the
 AH4443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4443.degrees latitude (g = 980.6199 gals.).
 AH4443
 AH4443.The modeled gravity was interpolated from observed gravity values.
 AH4443
 AH4443;                    North         East    Units  Estimated Accuracy
 AH4443;SPC MN S     -   308,700.6     874,863.4     MT  (+/- 3 meters HH1 GPS) 
 AH4443
 AH4443                          SUPERSEDED SURVEY CONTROL
 AH4443
 AH4443.No superseded survey control is available for this station.
 AH4443
 AH4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9585268996(NAD 83)
 AH4443
 AH4443_MARKER: DV = VERTICAL CONTROL DISK
 AH4443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4443_SP_SET: BRIDGE WALKWAY
 AH4443_STAMPING: 1985 AR 1989
 AH4443_MARK LOGO: MNDT  
 AH4443_PROJECTION: FLUSH
 AH4443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4443+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4443
 AH4443  HISTORY     - Date     Condition        Report By
 AH4443  HISTORY     - 1989     MONUMENTED       MNDT
 AH4443  HISTORY     - 20020612 GOOD             USPSQD
 AH4443  HISTORY     - 20050111 GOOD             USPSQD
 AH4443
 AH4443                          STATION DESCRIPTION
 AH4443
 AH4443'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4443'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS, ABOUT 0.4 MILE
 AH4443'EAST ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AH4443'3, AT THE BLAINE AVENUE OVERPASS, AND IN THE NE 1/4 OF SECTION 33,
 AH4443'T28N, R22W.  THE MARK IS 27.8 FEET EAST OF THE CENTERLINE OF BLAINE
 AH4443'AVENUE, 22.3 FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 0.5
 AH4443'FOOT WEST OF THE BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4443'CONTROL MONUMENT DISK STAMPED---1985 AR 1989---, IS SET IN THE WALKWAY
 AH4443'AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19837.
 AH4443
 AH4443                          STATION RECOVERY (2002)
 AH4443
 AH4443'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4443'RECOVERED IN GOOD CONDITION.
 AH4443
 AH4443                          STATION RECOVERY (2005)
 AH4443
 AH4443'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4443'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4444 ***********************************************************************
 AH4444  DESIGNATION -  1985 AS
 AH4444  PID         -  AH4444
 AH4444  STATE/COUNTY-  MN/DAKOTA
 AH4444  COUNTRY     -  US
 AH4444  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4444
 AH4444                         *CURRENT SURVEY CONTROL
 AH4444  ______________________________________________________________________
 AH4444* NAD 83(1986) POSITION- 44 52 27.22   (N) 093 02 32.38   (W)   HD_HELD1  
 AH4444* NAVD 88 ORTHO HEIGHT -   251.622  (meters)     825.53  (feet) ADJUSTED  
 AH4444  ______________________________________________________________________
 AH4444  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 AH4444  DYNAMIC HEIGHT  -        251.616 (meters)      825.51  (feet) COMP
 AH4444  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AH4444
 AH4444  VERT ORDER      -  SECOND    CLASS I
 AH4444
 AH4444.The horizontal coordinates were established by differentially corrected
 AH4444.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4444.
 AH4444.The orthometric height was determined by differential leveling and
 AH4444.adjusted in June 2000.
 AH4444
 AH4444.Photographs are available for this station.
 AH4444
 AH4444.The dynamic height is computed by dividing the NAVD 88
 AH4444.geopotential number by the normal gravity value computed on the
 AH4444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4444.degrees latitude (g = 980.6199 gals.).
 AH4444
 AH4444.The modeled gravity was interpolated from observed gravity values.
 AH4444
 AH4444;                    North         East    Units  Estimated Accuracy
 AH4444;SPC MN S     -   308,693.6     875,668.4     MT  (+/- 3 meters HH1 GPS) 
 AH4444
 AH4444                          SUPERSEDED SURVEY CONTROL
 AH4444
 AH4444.No superseded survey control is available for this station.
 AH4444
 AH4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9665668979(NAD 83)
 AH4444
 AH4444_MARKER: DV = VERTICAL CONTROL DISK
 AH4444_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4444_SP_SET: BRIDGE WALKWAY
 AH4444_STAMPING: 1985 AS 1989
 AH4444_MARK LOGO: MNDT  
 AH4444_PROJECTION: FLUSH
 AH4444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4444+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 AH4444
 AH4444  HISTORY     - Date     Condition        Report By
 AH4444  HISTORY     - 1989     MONUMENTED       MNDT
 AH4444  HISTORY     - 20020612 GOOD             USPSQD
 AH4444  HISTORY     - 20040701 GOOD             USPSQD
 AH4444
 AH4444                          STATION DESCRIPTION
 AH4444
 AH4444'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4444'THE MARK IS LOCATED IN THE CITY OF SOUTH ST PAUL, ABOUT 0.9 MILE EAST
 AH4444'ALONG INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 3,
 AH4444'AT THE 7TH STREET OVERPASS, AND IN THE NW 1/4 OF SECTION 34, T28N,
 AH4444'R22W.  THE MARK IS 32.0 FEET EAST OF THE CENTERLINE OF 7TH STREET, 0.6
 AH4444'FOOT NORTH - NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 0.3
 AH4444'FOOT WEST OF THE BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AH4444'CONTROL MONUMENT DISK STAMPED---1985 AS 1989---, IS SET IN THE WALKWAY
 AH4444'AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19894.
 AH4444
 AH4444                          STATION RECOVERY (2002)
 AH4444
 AH4444'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4444'RECOVERED IN GOOD CONDITION.
 AH4444
 AH4444                          STATION RECOVERY (2004)
 AH4444
 AH4444'RECOVERY NOTE BY US POWER SQUADRON 2004 (NRS)
 AH4444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4445 ***********************************************************************
 AH4445  DESIGNATION -  1985 AT
 AH4445  PID         -  AH4445
 AH4445  STATE/COUNTY-  MN/DAKOTA
 AH4445  COUNTRY     -  US
 AH4445  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4445
 AH4445                         *CURRENT SURVEY CONTROL
 AH4445  ______________________________________________________________________
 AH4445* NAD 83(1986) POSITION- 44 52 26.89   (N) 093 02 23.26   (W)   HD_HELD1  
 AH4445* NAVD 88 ORTHO HEIGHT -   250.476  (meters)     821.77  (feet) ADJUSTED  
 AH4445  ______________________________________________________________________
 AH4445  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 AH4445  DYNAMIC HEIGHT  -        250.470 (meters)      821.75  (feet) COMP
 AH4445  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AH4445
 AH4445  VERT ORDER      -  SECOND    CLASS I
 AH4445
 AH4445.The horizontal coordinates were established by differentially corrected
 AH4445.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4445.
 AH4445.The orthometric height was determined by differential leveling and
 AH4445.adjusted in June 2000.
 AH4445
 AH4445.Photographs are available for this station.
 AH4445
 AH4445.The dynamic height is computed by dividing the NAVD 88
 AH4445.geopotential number by the normal gravity value computed on the
 AH4445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4445.degrees latitude (g = 980.6199 gals.).
 AH4445
 AH4445.The modeled gravity was interpolated from observed gravity values.
 AH4445
 AH4445;                    North         East    Units  Estimated Accuracy
 AH4445;SPC MN S     -   308,685.7     875,868.7     MT  (+/- 3 meters HH1 GPS) 
 AH4445
 AH4445                          SUPERSEDED SURVEY CONTROL
 AH4445
 AH4445.No superseded survey control is available for this station.
 AH4445
 AH4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9685668969(NAD 83)
 AH4445
 AH4445_MARKER: DR = REFERENCE MARK DISK
 AH4445_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4445_SP_SET: BRIDGE WALKWAY
 AH4445_STAMPING: 1985 AT 1989
 AH4445_MARK LOGO: MNDT  
 AH4445_PROJECTION: FLUSH
 AH4445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4445+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 AH4445
 AH4445  HISTORY     - Date     Condition        Report By
 AH4445  HISTORY     - 1989     MONUMENTED       MNDT
 AH4445  HISTORY     - 20020612 GOOD             USPSQD
 AH4445  HISTORY     - 20040701 GOOD             USPSQD
 AH4445
 AH4445                          STATION DESCRIPTION
 AH4445
 AH4445'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4445'THE MARK IS LOCATED IN THE CITY OF SOUTH ST PAUL, 1.0 MILE EAST ALONG
 AH4445'INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 3, AT THE
 AH4445'5TH STREET OVERPASS, AND IN THE NW 1/4 OF SECTION 34, T28N, R22W. THE
 AH4445'MARK IS 31.0 FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE
 AH4445'OF 5TH STREET, 19.3 FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE,
 AH4445'AND 0.6 FOOT WEST OF THE BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 AH4445'REFERENCE MARK DISK STAMPED---1985 AT 1989---, IS SET FLUSH IN THE
 AH4445'WALKWAY AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19895.
 AH4445
 AH4445                          STATION RECOVERY (2002)
 AH4445
 AH4445'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4445'RECOVERED IN GOOD CONDITION.
 AH4445
 AH4445                          STATION RECOVERY (2004)
 AH4445
 AH4445'RECOVERY NOTE BY US POWER SQUADRON 2004 (NRS)
 AH4445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4446 ***********************************************************************
 AH4446  DESIGNATION -  1985 AU
 AH4446  PID         -  AH4446
 AH4446  STATE/COUNTY-  MN/DAKOTA
 AH4446  COUNTRY     -  US
 AH4446  USGS QUAD   -  ST PAUL EAST (1993)
 AH4446
 AH4446                         *CURRENT SURVEY CONTROL
 AH4446  ______________________________________________________________________
 AH4446* NAD 83(1986) POSITION- 44 52 33.92   (N) 093 01 49.22   (W)   HD_HELD1  
 AH4446* NAVD 88 ORTHO HEIGHT -   227.289  (meters)     745.70  (feet) ADJUSTED  
 AH4446  ______________________________________________________________________
 AH4446  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 AH4446  DYNAMIC HEIGHT  -        227.284 (meters)      745.68  (feet) COMP
 AH4446  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH4446
 AH4446  VERT ORDER      -  SECOND    CLASS I
 AH4446
 AH4446.The horizontal coordinates were established by differentially corrected
 AH4446.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4446.
 AH4446.The orthometric height was determined by differential leveling and
 AH4446.adjusted in June 2000.
 AH4446
 AH4446.Photographs are available for this station.
 AH4446
 AH4446.The dynamic height is computed by dividing the NAVD 88
 AH4446.geopotential number by the normal gravity value computed on the
 AH4446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4446.degrees latitude (g = 980.6199 gals.).
 AH4446
 AH4446.The modeled gravity was interpolated from observed gravity values.
 AH4446
 AH4446;                    North         East    Units  Estimated Accuracy
 AH4446;SPC MN S     -   308,911.5     876,613.2     MT  (+/- 3 meters HH1 GPS) 
 AH4446
 AH4446                          SUPERSEDED SURVEY CONTROL
 AH4446
 AH4446.No superseded survey control is available for this station.
 AH4446
 AH4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9760369186(NAD 83)
 AH4446
 AH4446_MARKER: DV = VERTICAL CONTROL DISK
 AH4446_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4446_SP_SET: BRIDGE ABUTMENT
 AH4446_STAMPING: 1985 AU 1989
 AH4446_MARK LOGO: MNDT  
 AH4446_PROJECTION: FLUSH
 AH4446_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4446+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2005
 AH4446
 AH4446  HISTORY     - Date     Condition        Report By
 AH4446  HISTORY     - 1989     MONUMENTED       MNDT
 AH4446  HISTORY     - 20021201 GOOD             USPSQD
 AH4446  HISTORY     - 20040919 GOOD             USPSQD
 AH4446  HISTORY     - 20051129 GOOD             USPSQD
 AH4446
 AH4446                          STATION DESCRIPTION
 AH4446
 AH4446'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4446'THE MARK IS LOCATED IN THE CITY OF SOUTH ST PAUL, AT THE JUNCTION OF
 AH4446'INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 56 (CONCORD STREET), AT
 AH4446'HIGHWAY 494 MILEPOINT 64.5, AND IN THE NE 1/4 OF SECTION 34, T28N,
 AH4446'R22W.  THE MARK IS 37.5 FEET SOUTH OF THE CENTERLINE OF EASTBOUND
 AH4446'HIGHWAY 494, 52.O FEET WEST OF A LIGHT STANDARD (NUMBERED S-8-BB-1),
 AH4446'AND 1.2 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING
 AH4446'. THE MARK, A STANDARD MNDT REFERENCE MARK DISK STAMPED---1985 AU
 AH4446'1989---, IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 AH4446'NUMBER 19865 (HIGHWAY 494 OVER HIGHWAY 56).
 AH4446
 AH4446                          STATION RECOVERY (2002)
 AH4446
 AH4446'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 AH4446'RECOVERED IN GOOD CONDITION.
 AH4446
 AH4446                          STATION RECOVERY (2004)
 AH4446
 AH4446'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4446'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE MARK IS IN
 AH4446'THE BRIDGE RAILING IN THE SOUTH EAST CORNER NOT THE BRIDGE ABUTMENT.
 AH4446'SPSPS ATD.
 AH4446
 AH4446                          STATION RECOVERY (2005)
 AH4446
 AH4446'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4399 ***********************************************************************
 AH4399  DESIGNATION -  1985 AV
 AH4399  PID         -  AH4399
 AH4399  STATE/COUNTY-  MN/DAKOTA
 AH4399  COUNTRY     -  US
 AH4399  USGS QUAD   -  ST PAUL SW (1993)
 AH4399
 AH4399                         *CURRENT SURVEY CONTROL
 AH4399  ______________________________________________________________________
 AH4399* NAD 83(1986) POSITION- 44 51 39.     (N) 093 10 02.     (W)   SCALED    
 AH4399* NAVD 88 ORTHO HEIGHT -   263.083  (meters)     863.13  (feet) ADJUSTED  
 AH4399  ______________________________________________________________________
 AH4399  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH4399  DYNAMIC HEIGHT  -        263.075 (meters)      863.11  (feet) COMP
 AH4399  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 AH4399
 AH4399  VERT ORDER      -  SECOND    CLASS I
 AH4399
 AH4399.The horizontal coordinates were scaled from a topographic map and have
 AH4399.an estimated accuracy of +/- 6 seconds.
 AH4399.
 AH4399.The orthometric height was determined by differential leveling and
 AH4399.adjusted in June 2000.
 AH4399
 AH4399.Photographs are available for this station.
 AH4399
 AH4399.The dynamic height is computed by dividing the NAVD 88
 AH4399.geopotential number by the normal gravity value computed on the
 AH4399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4399.degrees latitude (g = 980.6199 gals.).
 AH4399
 AH4399.The modeled gravity was interpolated from observed gravity values.
 AH4399
 AH4399;                    North         East    Units  Estimated Accuracy
 AH4399;SPC MN S     -   307,100.      865,820.      MT  (+/- 180 meters Scaled)
 AH4399
 AH4399                          SUPERSEDED SURVEY CONTROL
 AH4399
 AH4399.No superseded survey control is available for this station.
 AH4399
 AH4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK867675(NAD 83)
 AH4399
 AH4399_MARKER: DV = VERTICAL CONTROL DISK
 AH4399_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4399_SP_SET: BRIDGE SIDEWALK
 AH4399_STAMPING: 1985 AV 1989
 AH4399_MARK LOGO: MNDT  
 AH4399_PROJECTION: FLUSH
 AH4399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4399
 AH4399  HISTORY     - Date     Condition        Report By
 AH4399  HISTORY     - 1989     MONUMENTED       MNDT
 AH4399  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 AH4399
 AH4399                          STATION DESCRIPTION
 AH4399
 AH4399'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4399'THE MARK IS LOCATED IN THE CITY OF EAGAN, 0.4 MILE EAST ALONG
 AH4399'INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 IN
 AH4399'EAGAN OR 1.0 MILE WEST OF INTERSTATE HIGHWAY 35E, AT THE BRIDGE
 AH4399'CARRYING PILOT KNOB ROAD (COUNTY ROAD 31) OVER HIGHWAY 494 (AT
 AH4399'MILEPOINT 71.75), AND IN THE NW 1/4 OF SECTION 3, T27N, R23W.  THE
 AH4399'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AV
 AH4399'1989---, IS SET IN THE SIDEWALK AT THE SOUTHWEST CORNER OF BRIDGE
 AH4399'NUMBER 19826.  THE MARK IS 0.9 FOOT NORTH OF THE SOUTHWEST CORNER OF
 AH4399'THE BRIDGE, 0.6 FOOT EAST OF THE FACE OF THE WEST BRIDGE RAILING, 19.3
 AH4399'FEET WEST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF SOUTHBOUND
 AH4399'PILOT KNOB ROAD.
 AH4399
 AH4399                          STATION RECOVERY (2002)
 AH4399
 AH4399'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 AH4399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4417 ***********************************************************************
 AH4417  DESIGNATION -  1985 AW
 AH4417  PID         -  AH4417
 AH4417  STATE/COUNTY-  MN/DAKOTA
 AH4417  COUNTRY     -  US
 AH4417  USGS QUAD   -  ST PAUL SW (1993)
 AH4417
 AH4417                         *CURRENT SURVEY CONTROL
 AH4417  ______________________________________________________________________
 AH4417* NAD 83(1986) POSITION- 44 51 45.     (N) 093 07 53.     (W)   SCALED    
 AH4417* NAVD 88 ORTHO HEIGHT -   269.303  (meters)     883.54  (feet) ADJUSTED  
 AH4417  ______________________________________________________________________
 AH4417  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AH4417  DYNAMIC HEIGHT  -        269.295 (meters)      883.51  (feet) COMP
 AH4417  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 AH4417
 AH4417  VERT ORDER      -  SECOND    CLASS I
 AH4417
 AH4417.The horizontal coordinates were scaled from a topographic map and have
 AH4417.an estimated accuracy of +/- 6 seconds.
 AH4417.
 AH4417.The orthometric height was determined by differential leveling and
 AH4417.adjusted in June 2000.
 AH4417
 AH4417.Photographs are available for this station.
 AH4417
 AH4417.The dynamic height is computed by dividing the NAVD 88
 AH4417.geopotential number by the normal gravity value computed on the
 AH4417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4417.degrees latitude (g = 980.6199 gals.).
 AH4417
 AH4417.The modeled gravity was interpolated from observed gravity values.
 AH4417
 AH4417;                    North         East    Units  Estimated Accuracy
 AH4417;SPC MN S     -   307,310.      868,650.      MT  (+/- 180 meters Scaled)
 AH4417
 AH4417                          SUPERSEDED SURVEY CONTROL
 AH4417
 AH4417.No superseded survey control is available for this station.
 AH4417
 AH4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK896676(NAD 83)
 AH4417
 AH4417_MARKER: DV = VERTICAL CONTROL DISK
 AH4417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4417_STAMPING: 1985 AW 1989
 AH4417_MARK LOGO: MNDT  
 AH4417_PROJECTION: FLUSH
 AH4417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4417
 AH4417  HISTORY     - Date     Condition        Report By
 AH4417  HISTORY     - 1989     MONUMENTED       MNDT
 AH4417  HISTORY     - 20051113 MARK NOT FOUND   USPSQD
 AH4417
 AH4417                          STATION DESCRIPTION
 AH4417
 AH4417'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4417'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, NEAR THE JUNCTION
 AH4417'OF DODD ROAD (TRUNK HIGHWAY 149) AND INTERSTATE HIGHWAY 494, AT
 AH4417'HIGHWAY 494 MILEPOINT 69.9, AND IN THE SW 1/4 OF SECTION 35, T28N,
 AH4417'R23W.  THE MARK IS 109.0 FEET WEST OF THE SOUTH ABUTMENT OF THE BRIDGE
 AH4417'CARRYING DODD ROAD OVER HIGHWAY 494, 99.0 FEET SOUTH OF THE CENTERLINE
 AH4417'OF EASTBOUND HIGHWAY 494, 89.0 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE,
 AH4417'AND IS ABOUT 3 FEET HIGHER THAN DODD ROAD.  THE MARK, A STANDARD
 AH4417'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---1985 AW
 AH4417'1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 19 FOOT LONG
 AH4417'DRIVEN ALUMINUM ALLOY ROD, 0.6 FOOT NORTH OF A STEEL WITNESS POST, AND
 AH4417'FLUSH WITH THE GROUND.
 AH4417
 AH4417                          STATION RECOVERY (2005)
 AH4417
 AH4417'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4417'MARK NOT FOUND. WITNESS POST MISSING. AREA HAS HAD FIBER OPTIC CABLE
 AH4417'INSTALLED AND RECENTLY RELANDSCAPED. CONSIDER MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4418 ***********************************************************************
 AH4418  DESIGNATION -  1985 AX
 AH4418  PID         -  AH4418
 AH4418  STATE/COUNTY-  MN/DAKOTA
 AH4418  COUNTRY     -  US
 AH4418  USGS QUAD   -  ST PAUL SW (1993)
 AH4418
 AH4418                         *CURRENT SURVEY CONTROL
 AH4418  ______________________________________________________________________
 AH4418* NAD 83(1986) POSITION- 44 51 43.83   (N) 093 07 45.33   (W)   HD_HELD1  
 AH4418* NAVD 88 ORTHO HEIGHT -   277.921  (meters)     911.81  (feet) ADJUSTED  
 AH4418  ______________________________________________________________________
 AH4418  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 AH4418  DYNAMIC HEIGHT  -        277.912 (meters)      911.78  (feet) COMP
 AH4418  MODELED GRAVITY -    980,578.3   (mgal)                       NAVD 88
 AH4418
 AH4418  VERT ORDER      -  SECOND    CLASS I
 AH4418
 AH4418.The horizontal coordinates were established by differentially corrected
 AH4418.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4418.
 AH4418.The orthometric height was determined by differential leveling and
 AH4418.adjusted in June 2000.
 AH4418
 AH4418.No vertical observational check was made to the station.
 AH4418
 AH4418.Photographs are available for this station.
 AH4418
 AH4418.The dynamic height is computed by dividing the NAVD 88
 AH4418.geopotential number by the normal gravity value computed on the
 AH4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4418.degrees latitude (g = 980.6199 gals.).
 AH4418
 AH4418.The modeled gravity was interpolated from observed gravity values.
 AH4418
 AH4418;                    North         East    Units  Estimated Accuracy
 AH4418;SPC MN S     -   307,277.5     868,814.3     MT  (+/- 3 meters HH1 GPS) 
 AH4418
 AH4418                          SUPERSEDED SURVEY CONTROL
 AH4418
 AH4418.No superseded survey control is available for this station.
 AH4418
 AH4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8978867648(NAD 83)
 AH4418
 AH4418_MARKER: DR = REFERENCE MARK DISK
 AH4418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4418_SP_SET: BRIDGE RAILING
 AH4418_STAMPING: 1985 AX 1989
 AH4418_MARK LOGO: MNDT  
 AH4418_PROJECTION: FLUSH
 AH4418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4418+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 AH4418
 AH4418  HISTORY     - Date     Condition        Report By
 AH4418  HISTORY     - 1989     MONUMENTED       MNDT
 AH4418  HISTORY     - 20021012 GOOD             USPSQD
 AH4418  HISTORY     - 20050111 GOOD             USPSQD
 AH4418
 AH4418                          STATION DESCRIPTION
 AH4418
 AH4418'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4418'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4418'DODD ROAD (TRUNK HIGHWAY 149) AND INTERSTATE HIGHWAY 494, AT HIGHWAY
 AH4418'494 MILEPOINT 69.9, AND IN THE SW 1/4 OF SECTION 35, T28N, R23W.  THE
 AH4418'MARK IS 24.5 FEET EAST OF THE NORTHBOUND CENTERLINE OF DODD ROAD AND
 AH4418'2.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE EAST BRIDGE RAILING. THE
 AH4418'MARK, A STANDARD MAGNETIC MNDT REFERENCE MARK DISK STAMPED---1985 AX
 AH4418'1989---, IS SET IN THE TOP OF THE CONCRETE RAILING AT THE SOUTHEAST
 AH4418'CORNER OF BRIDGE NUMBER 19857 (DODD ROAD OVER HIGHWAY 494).
 AH4418
 AH4418                          STATION RECOVERY (2002)
 AH4418
 AH4418'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4418'RECOVERED IN GOOD CONDITION.
 AH4418
 AH4418                          STATION RECOVERY (2005)
 AH4418
 AH4418'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 AH4418'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4419 ***********************************************************************
 AH4419  DESIGNATION -  1985 AY
 AH4419  PID         -  AH4419
 AH4419  STATE/COUNTY-  MN/DAKOTA
 AH4419  COUNTRY     -  US
 AH4419  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 AH4419
 AH4419                         *CURRENT SURVEY CONTROL
 AH4419  ______________________________________________________________________
 AH4419* NAD 83(1986) POSITION- 44 51 40.47   (N) 093 06 28.09   (W)   HD_HELD1  
 AH4419* NAVD 88 ORTHO HEIGHT -   269.542  (meters)     884.32  (feet) ADJUSTED  
 AH4419  ______________________________________________________________________
 AH4419  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 AH4419  DYNAMIC HEIGHT  -        269.534 (meters)      884.30  (feet) COMP
 AH4419  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 AH4419
 AH4419  VERT ORDER      -  SECOND    CLASS I
 AH4419
 AH4419.The horizontal coordinates were established by differentially corrected
 AH4419.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4419.
 AH4419.The orthometric height was determined by differential leveling and
 AH4419.adjusted in June 2000.
 AH4419
 AH4419.Photographs are available for this station.
 AH4419
 AH4419.The dynamic height is computed by dividing the NAVD 88
 AH4419.geopotential number by the normal gravity value computed on the
 AH4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4419.degrees latitude (g = 980.6199 gals.).
 AH4419
 AH4419.The modeled gravity was interpolated from observed gravity values.
 AH4419
 AH4419;                    North         East    Units  Estimated Accuracy
 AH4419;SPC MN S     -   307,192.1     870,511.0     MT  (+/- 3 meters HH1 GPS) 
 AH4419
 AH4419                          SUPERSEDED SURVEY CONTROL
 AH4419
 AH4419.No superseded survey control is available for this station.
 AH4419
 AH4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9148367541(NAD 83)
 AH4419
 AH4419_MARKER: DV = VERTICAL CONTROL DISK
 AH4419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4419_STAMPING: 1985 AY 1989
 AH4419_MARK LOGO: MNDT  
 AH4419_PROJECTION: FLUSH
 AH4419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4419
 AH4419  HISTORY     - Date     Condition        Report By
 AH4419  HISTORY     - 1989     MONUMENTED       MNDT
 AH4419  HISTORY     - 20051113 MARK NOT FOUND   USPSQD
 AH4419
 AH4419                          STATION DESCRIPTION
 AH4419
 AH4419'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4419'THE MARK IS LOCATED IN THE CITY OF EAGAN ABOUT 500 FEET WEST OF THE
 AH4419'JUNCTION OF DELAWARE AVENUE AND INTERSTATE HIGHWAY 494 IN EAGAN, AT
 AH4419'HIGHWAY 494 MILEPOINT 68.6, AND IN THE NE 1/4 OF SECTION 1, T27N,
 AH4419'R23W.  THE MARK IS 39.0 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 AH4419'CENTERLINE OF ONEILL ROAD, 123.0 FEET NORTHEAST OF A HIGH - TENSION
 AH4419'POLE, 100.4 FEET NORTH OF A POWER POLE, 1.6 FEET SOUTH - SOUTHWEST OF
 AH4419'A RIGHT - OF - WAY FENCE, AND 1.4 FEET SOUTH - SOUTHWEST OF A STEEL
 AH4419'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AH4419'MONUMENT DISK STAMPED---1985 AY 1989---, IS FORCED ONTO THE TOP OF A
 AH4419'DRIVEN 3/4 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND IS
 AH4419'FLUSH WITH THE GROUND.
 AH4419
 AH4419                          STATION RECOVERY (2005)
 AH4419
 AH4419'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4419'MARK NOT FOUND. WITNESS POST MISSING. ENTIRE AREA HAS RECENTLY HAD
 AH4419'FIBER OPTIC CABLE INSTALLED UNDERGROUNDAND THIS OPERATION MAY HAVE
 AH4419'DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1446 ***********************************************************************
 PP1446  DESIGNATION -  1985 C 1
 PP1446  PID         -  PP1446
 PP1446  STATE/COUNTY-  MN/DAKOTA
 PP1446  COUNTRY     -  US
 PP1446  USGS QUAD   -  ST PAUL EAST (1993)
 PP1446
 PP1446                         *CURRENT SURVEY CONTROL
 PP1446  ______________________________________________________________________
 PP1446* NAD 83(1986) POSITION- 44 52 34.     (N) 093 01 49.     (W)   SCALED    
 PP1446* NAVD 88 ORTHO HEIGHT -   223.612  (meters)     733.63  (feet) ADJUSTED  
 PP1446  ______________________________________________________________________
 PP1446  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 PP1446  DYNAMIC HEIGHT  -        223.606 (meters)      733.61  (feet) COMP
 PP1446  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 PP1446
 PP1446  VERT ORDER      -  SECOND    CLASS 0
 PP1446
 PP1446.The horizontal coordinates were scaled from a topographic map and have
 PP1446.an estimated accuracy of +/- 6 seconds.
 PP1446.
 PP1446.The orthometric height was determined by differential leveling and
 PP1446.adjusted in June 1991.
 PP1446
 PP1446.The dynamic height is computed by dividing the NAVD 88
 PP1446.geopotential number by the normal gravity value computed on the
 PP1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1446.degrees latitude (g = 980.6199 gals.).
 PP1446
 PP1446.The modeled gravity was interpolated from observed gravity values.
 PP1446
 PP1446;                    North         East    Units  Estimated Accuracy
 PP1446;SPC MN S     -   308,910.      876,620.      MT  (+/- 180 meters Scaled)
 PP1446
 PP1446                          SUPERSEDED SURVEY CONTROL
 PP1446
 PP1446  NGVD 29 (??/??/92)  223.564  (m)          733.48   (f) ADJ UNCH    2 0
 PP1446
 PP1446.Superseded values are not recommended for survey control.
 PP1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1446.See file dsdata.txt to determine how the superseded data were derived.
 PP1446
 PP1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK976691(NAD 83)
 PP1446
 PP1446_MARKER: DD = SURVEY DISK
 PP1446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1446_SP_SET: BRIDGE
 PP1446_STAMPING: 1985-C1 1970
 PP1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1446
 PP1446  HISTORY     - Date     Condition        Report By
 PP1446  HISTORY     - 1970     MONUMENTED       MNDT
 PP1446  HISTORY     - 198805   MARK NOT FOUND   USPSQD
 PP1446  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 PP1446  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP1446
 PP1446                          STATION DESCRIPTION
 PP1446
 PP1446'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1446'IN SOUTH ST PAUL.
 PP1446'MARK IS LOCATED 0.4 MILES WEST OF THE MISSISSIPPI RIVER, IN THE
 PP1446'SOUTHEAST CORNER OF BRIDGE NO. 9343, FAI 494 WESTBOUND EXIT RAMP TO
 PP1446'CONCORD STREET.  SW 1/4 SECTION 26, T 28N, R 22W.
 PP1446
 PP1446                          STATION RECOVERY (1988)
 PP1446
 PP1446'RECOVERY NOTE BY US POWER SQUADRON 1988 (WM)
 PP1446'MARK NOT FOUND.
 PP1446
 PP1446                          STATION RECOVERY (2002)
 PP1446
 PP1446'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 PP1446'BRIDGE NNUMBER IS 19865
 PP1446
 PP1446                          STATION RECOVERY (2004)
 PP1446
 PP1446'RECOVERY NOTE BY US POWER SQUADRON 2004 (RT)
 PP1446'MARK NOT FOUND. SPSPS RT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1294 ***********************************************************************
 PP1294  DESIGNATION -  1985 F
 PP1294  PID         -  PP1294
 PP1294  STATE/COUNTY-  MN/DAKOTA
 PP1294  COUNTRY     -  US
 PP1294  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1294
 PP1294                         *CURRENT SURVEY CONTROL
 PP1294  ______________________________________________________________________
 PP1294* NAD 83(1986) POSITION- 44 52 25.     (N) 093 03 25.     (W)   SCALED    
 PP1294* NAVD 88 ORTHO HEIGHT -   277.399  (meters)     910.10  (feet) ADJUSTED  
 PP1294  ______________________________________________________________________
 PP1294  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 PP1294  DYNAMIC HEIGHT  -        277.393 (meters)      910.08  (feet) COMP
 PP1294  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 PP1294
 PP1294  VERT ORDER      -  SECOND    CLASS 0
 PP1294
 PP1294.The horizontal coordinates were scaled from a topographic map and have
 PP1294.an estimated accuracy of +/- 6 seconds.
 PP1294.
 PP1294.The orthometric height was determined by differential leveling and
 PP1294.adjusted in June 1991.
 PP1294
 PP1294.The dynamic height is computed by dividing the NAVD 88
 PP1294.geopotential number by the normal gravity value computed on the
 PP1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1294.degrees latitude (g = 980.6199 gals.).
 PP1294
 PP1294.The modeled gravity was interpolated from observed gravity values.
 PP1294
 PP1294;                    North         East    Units  Estimated Accuracy
 PP1294;SPC MN S     -   308,610.      874,510.      MT  (+/- 180 meters Scaled)
 PP1294
 PP1294                          SUPERSEDED SURVEY CONTROL
 PP1294
 PP1294.No superseded survey control is available for this station.
 PP1294
 PP1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK955689(NAD 83)
 PP1294
 PP1294_MARKER: DD = SURVEY DISK
 PP1294_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1294+WITH SETTING: INTO GROUND
 PP1294_STAMPING: 1985 F 1977
 PP1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1294+STABILITY: SURFACE MOTION
 PP1294
 PP1294  HISTORY     - Date     Condition        Report By
 PP1294  HISTORY     - 1977     MONUMENTED       MNDT
 PP1294  HISTORY     - 20021201 MARK NOT FOUND   USPSQD
 PP1294
 PP1294                          STATION DESCRIPTION
 PP1294
 PP1294'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1294'IN INVER GROVE HEIGHTS.
 PP1294'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS ABOUT 1.45
 PP1294'MILES WEST ALONG INTERSTATE 494 AND TRUNK HIGHWAY 110 FROM THE
 PP1294'JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 56 (CONCORD STREET) IN
 PP1294'SOUTH ST. PAUL.  IT IS 64.8 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 PP1294'CENTERLINE OF EASTBOUND LANE OF TRUNK HIGHWAY 110 (FUTURE INTERSTATE
 PP1294'494), 18.0 FEET EAST OF THE CENTER OF BISHOP AVENUE (DEAD END STREET),
 PP1294'16.6 FEET SOUTH OF STREET SIGN POST BISHOP AVE., AND 2.2 FEET EAST OF
 PP1294'POWER POLE NUMBER 30-1049 (WITH RAILROAD SPIKE).  IT IS A STANDARD
 PP1294'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 PP1294'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 22 FOOT LONG COPPERCLAD
 PP1294'STEEL ROD DRIVEN INTO THE GROUND TO REFUSAL.  IT IS FLUSH WITH THE
 PP1294'SURFACE OF THE GROUND AND IS 1.0 FEET NORTH OF A STEEL WITNESS POST.
 PP1294'NW 1/4 SECTION 33, T 28N, R 22W 4 PM.
 PP1294
 PP1294                          STATION RECOVERY (2002)
 PP1294
 PP1294'RECOVERY NOTE BY US POWER SQUADRON 2002 (JH)
 PP1294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1299 ***********************************************************************
 PP1299  DESIGNATION -  1985 G
 PP1299  PID         -  PP1299
 PP1299  STATE/COUNTY-  MN/DAKOTA
 PP1299  COUNTRY     -  US
 PP1299  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1299
 PP1299                         *CURRENT SURVEY CONTROL
 PP1299  ______________________________________________________________________
 PP1299* NAD 83(1986) POSITION- 44 52 09.16   (N) 093 05 36.99   (W)   HD_HELD1  
 PP1299* NAVD 88 ORTHO HEIGHT -   308.582  (meters)    1012.41  (feet) ADJUSTED  
 PP1299  ______________________________________________________________________
 PP1299  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 PP1299  DYNAMIC HEIGHT  -        308.574 (meters)     1012.38  (feet) COMP
 PP1299  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 PP1299
 PP1299  VERT ORDER      -  SECOND    CLASS 0
 PP1299
 PP1299.The horizontal coordinates were established by differentially corrected
 PP1299.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1299.
 PP1299.The orthometric height was determined by differential leveling and
 PP1299.adjusted in June 1991.
 PP1299
 PP1299.Photographs are available for this station.
 PP1299
 PP1299.The dynamic height is computed by dividing the NAVD 88
 PP1299.geopotential number by the normal gravity value computed on the
 PP1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1299.degrees latitude (g = 980.6199 gals.).
 PP1299
 PP1299.The modeled gravity was interpolated from observed gravity values.
 PP1299
 PP1299;                    North         East    Units  Estimated Accuracy
 PP1299;SPC MN S     -   308,089.9     871,622.9     MT  (+/- 3 meters HH1 GPS) 
 PP1299
 PP1299                          SUPERSEDED SURVEY CONTROL
 PP1299
 PP1299.No superseded survey control is available for this station.
 PP1299
 PP1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9260568425(NAD 83)
 PP1299
 PP1299_MARKER: DV = VERTICAL CONTROL DISK
 PP1299_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1299+WITH SETTING: INTO GROUND
 PP1299_STAMPING: 1985 G 1977
 PP1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1299+STABILITY: SURFACE MOTION
 PP1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1299+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP1299
 PP1299  HISTORY     - Date     Condition        Report By
 PP1299  HISTORY     - 1977     MONUMENTED       MNDT
 PP1299  HISTORY     - 20021213 GOOD             USPSQD
 PP1299  HISTORY     - 20040918 GOOD             USPSQD
 PP1299  HISTORY     - 20051129 GOOD             USPSQD
 PP1299
 PP1299                          STATION DESCRIPTION
 PP1299
 PP1299'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1299'IN INVER GROVE HEIGHTS.
 PP1299'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS.  IT IS 0.65
 PP1299'MILE SOUTH ALONG TRUNK HIGHWAYS 3 AND 52 FROM THE JUNCTION OF TRUNK
 PP1299'HIGHWAYS 3, 52 AND 110.  THENCE WEST ALONG COUNTY ROAD 18 (SALEM
 PP1299'CHURCH ROAD) FOR ABOUT 0.75 MILE.  IT IS 30.5 FEET NORTH OF AND ABOUT
 PP1299'2 FEET LOWER THAN THE CENTER OF COUNTY ROAD 18, 24 FEET EAST OF THE
 PP1299'CENTER OF A PRIVATE DRIVE (NORTH), 17.8 FEET SOUTH-SOUTHEAST OF THE
 PP1299'SOUTH END OF A WHITE WOOD FENCE, 60.0 FEET NORTH OF A POWER POLE, 9.0
 PP1299'FEET NORTH-NORTHEAST OF A 30-INCH ELM TREE, AND 12.0 FEET SOUTHEAST OF
 PP1299'AN 8-INCH RED PINE TREE.  IT IS A STANDARD MINNESOTA HIGHWAY
 PP1299'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF
 PP1299'A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN INTO
 PP1299'THE GROUND TO REFUSAL.  SE 1/4 SECTION 31, T 28N, R 22W 4 PM.
 PP1299
 PP1299                          STATION RECOVERY (2002)
 PP1299
 PP1299'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1299'MARK IS LOCATED IN THE CITY OF SUNFISH LAKE ON SALEM CHURCH ROAD
 PP1299'(COUNRY ROAD 18). MARK IS 0.7 MILES EAST OF COUNTY ROAD 63 (DELEWARE
 PP1299'AVENUE).IT IS 30.5 FEET NORTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP1299'CENTER OF COUNTY ROAD 18, 24 FEET EAST OF THE CENTER OF A PRIVATE
 PP1299'DRIVE(NORTH) TO 233 SALEM CHURCH ROAD, FIRE NUMBER 955.1977 HISTORY IS
 PP1299'CORRECT FROM THIS POINT ON.
 PP1299
 PP1299                          STATION RECOVERY (2004)
 PP1299
 PP1299'RECOVERY NOTE BY US POWER SQUADRON 2004 (JH)
 PP1299'RECOVERED IN GOOD CONDITION AS DESCRIBED. MSPS JH.
 PP1299
 PP1299                          STATION RECOVERY (2005)
 PP1299
 PP1299'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1300 ***********************************************************************
 PP1300  DESIGNATION -  1985 H
 PP1300  PID         -  PP1300
 PP1300  STATE/COUNTY-  MN/DAKOTA
 PP1300  COUNTRY     -  US
 PP1300  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1300
 PP1300                         *CURRENT SURVEY CONTROL
 PP1300  ______________________________________________________________________
 PP1300* NAD 83(1986) POSITION- 44 52 18.     (N) 093 06 12.     (W)   SCALED    
 PP1300* NAVD 88 ORTHO HEIGHT -   286.572  (meters)     940.20  (feet) ADJUSTED  
 PP1300  ______________________________________________________________________
 PP1300  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PP1300  DYNAMIC HEIGHT  -        286.564 (meters)      940.17  (feet) COMP
 PP1300  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 PP1300
 PP1300  VERT ORDER      -  SECOND    CLASS 0
 PP1300
 PP1300.The horizontal coordinates were scaled from a topographic map and have
 PP1300.an estimated accuracy of +/- 6 seconds.
 PP1300.
 PP1300.The orthometric height was determined by differential leveling and
 PP1300.adjusted in June 1991.
 PP1300
 PP1300.The dynamic height is computed by dividing the NAVD 88
 PP1300.geopotential number by the normal gravity value computed on the
 PP1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1300.degrees latitude (g = 980.6199 gals.).
 PP1300
 PP1300.The modeled gravity was interpolated from observed gravity values.
 PP1300
 PP1300;                    North         East    Units  Estimated Accuracy
 PP1300;SPC MN S     -   308,350.      870,850.      MT  (+/- 180 meters Scaled)
 PP1300
 PP1300                          SUPERSEDED SURVEY CONTROL
 PP1300
 PP1300.No superseded survey control is available for this station.
 PP1300
 PP1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK918686(NAD 83)
 PP1300
 PP1300_MARKER: DD = SURVEY DISK
 PP1300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1300_SP_SET: CULVERT
 PP1300_STAMPING: 1985 H 1977
 PP1300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1300
 PP1300  HISTORY     - Date     Condition        Report By
 PP1300  HISTORY     - 1977     MONUMENTED       MNDT
 PP1300  HISTORY     - 20021217 MARK NOT FOUND   USPSQD
 PP1300  HISTORY     - 20040919 MARK NOT FOUND   USPSQD
 PP1300
 PP1300                          STATION DESCRIPTION
 PP1300
 PP1300'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1300'IN INVER GROVE HEIGHTS.
 PP1300'THE MARK IS LOCATED IN THE CITY OF INVER GROVE HEIGHTS.  IT IS 0.65
 PP1300'MILE SOUTH ALONG TRUNK HIGHWAYS 3 AND 52 FROM THE JUNCTION OF TRUNK
 PP1300'HIGHWAYS 3, 52 AND 110.  THENCE WEST ON COUNTY ROAD 18 (SALEM CHURCH
 PP1300'ROAD) FOR ABOUT 1.4 MILES.  IT IS 13.0 FEET SOUTH OF AND ABOUT ONE
 PP1300'FOOT HIGHER THAN THE CENTER OF COUNTY ROAD 18 AND IS ABOUT 0.1 MILE
 PP1300'EAST OF THE JUNCTION OF COUNTY ROADS 18 AND 63 (ARGENTA TRAIL).  IT IS
 PP1300'A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 PP1300'(VCM) DISK CEMENTED INTO A DRILL HOLE NEAR THE CENTER OF THE SOUTH
 PP1300'HEADWALL OF A 6 FOOT BY 8 FOOT CONCRETE BOX CULVERT UNDER COUNTY ROAD
 PP1300'18.  NW 1/4 SECTION 31, T 28N, R 22W 4 PM.
 PP1300
 PP1300                          STATION RECOVERY (2002)
 PP1300
 PP1300'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1300'ACCORDING TO A RESIDENT IN THE AREA THE ROAD WAS REDONE BACK IN THE
 PP1300'EARLY 1980'S AND THE CULVERT WAS REMOVED AT THAT TIME.
 PP1300
 PP1300                          STATION RECOVERY (2004)
 PP1300
 PP1300'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1300'MARK NOT FOUND. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1301 ***********************************************************************
 PP1301  DESIGNATION -  1985 J
 PP1301  PID         -  PP1301
 PP1301  STATE/COUNTY-  MN/DAKOTA
 PP1301  COUNTRY     -  US
 PP1301  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1301
 PP1301                         *CURRENT SURVEY CONTROL
 PP1301  ______________________________________________________________________
 PP1301* NAD 83(1986) POSITION- 44 51 42.     (N) 093 06 25.     (W)   SCALED    
 PP1301* NAVD 88 ORTHO HEIGHT -   271.235  (meters)     889.88  (feet) ADJUSTED  
 PP1301  ______________________________________________________________________
 PP1301  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PP1301  DYNAMIC HEIGHT  -        271.227 (meters)      889.85  (feet) COMP
 PP1301  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1301
 PP1301  VERT ORDER      -  SECOND    CLASS 0
 PP1301
 PP1301.The horizontal coordinates were scaled from a topographic map and have
 PP1301.an estimated accuracy of +/- 6 seconds.
 PP1301.
 PP1301.The orthometric height was determined by differential leveling and
 PP1301.adjusted in June 1991.
 PP1301
 PP1301.The dynamic height is computed by dividing the NAVD 88
 PP1301.geopotential number by the normal gravity value computed on the
 PP1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1301.degrees latitude (g = 980.6199 gals.).
 PP1301
 PP1301.The modeled gravity was interpolated from observed gravity values.
 PP1301
 PP1301;                    North         East    Units  Estimated Accuracy
 PP1301;SPC MN S     -   307,240.      870,580.      MT  (+/- 180 meters Scaled)
 PP1301
 PP1301                          SUPERSEDED SURVEY CONTROL
 PP1301
 PP1301.No superseded survey control is available for this station.
 PP1301
 PP1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK915675(NAD 83)
 PP1301
 PP1301_MARKER: DD = SURVEY DISK
 PP1301_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1301+WITH SETTING: INTO GROUND
 PP1301_STAMPING: 1985 J 1977
 PP1301_PROJECTION: FLUSH
 PP1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1301+STABILITY: SURFACE MOTION
 PP1301
 PP1301  HISTORY     - Date     Condition        Report By
 PP1301  HISTORY     - 1977     MONUMENTED       MNDT
 PP1301  HISTORY     - 19881214 MARK NOT FOUND   MNDT
 PP1301
 PP1301                          STATION DESCRIPTION
 PP1301
 PP1301'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1301'IN EAGAN.
 PP1301'THE MARK IS LOCATED NEAR THE NORTHEAST CORNER OF THE CITY OF EAGAN. IT
 PP1301'IS 0.85 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF
 PP1301'TRUNK HIGHWAYS 3, 52 AND 55 IN INVER GROVE HEIGHTS.  THENCE NORTH ON
 PP1301'COUNTY ROAD 63 (ARGENTA TRAIL) FOR ABOUT 1.7 MILES.  IT IS ABOUT 0.8
 PP1301'MILE SOUTH ALONG COUNTY ROAD 63 FROM THE JUNCTION OF COUNTY ROADS 18
 PP1301'(SALEM CHURCH ROAD) AND 63.  IT IS 30.0 FEET WEST-SOUTHWEST OF THE
 PP1301'CENTERLINE OF COUNTY ROAD 63, ABOUT 9 FEET NORTH OF THE CENTER OF A
 PP1301'FIELD ENTRANCE WEST, 5.0 FEET WEST OF THE NORTH END OF A 15-INCH
 PP1301'CORRUGATED METAL CULVERT UNDER SAID FIELD ENTRANCE, AND 31.5 FEET
 PP1301'SOUTH OF A POWER POLE WITH GUY WIRES.  IT IS A STANDARD MINNESOTA
 PP1301'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE
 PP1301'TOP OF A 5.8 INCH DIAMETER BY 16 FOOT LONG COPPER-CLAD STEEL ROD
 PP1301'DRIVEN INTO THE GROUND TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF
 PP1301'THE GROUND AND IS 0.7 FOOT EAST OF A STEEL WITNESS POST.  NE 1/4
 PP1301'SECTION 1, T 27N, R 23W 4 P.M.
 PP1301
 PP1301                          STATION RECOVERY (1988)
 PP1301
 PP1301'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1303 ***********************************************************************
 PP1303  DESIGNATION -  1985 K
 PP1303  PID         -  PP1303
 PP1303  STATE/COUNTY-  MN/DAKOTA
 PP1303  COUNTRY     -  US
 PP1303  USGS QUAD   -  ST PAUL SW (1993)
 PP1303
 PP1303                         *CURRENT SURVEY CONTROL
 PP1303  ______________________________________________________________________
 PP1303* NAD 83(1986) POSITION- 44 51 42.     (N) 093 07 47.     (W)   SCALED    
 PP1303* NAVD 88 ORTHO HEIGHT -   274.183  (meters)     899.55  (feet) ADJUSTED  
 PP1303  ______________________________________________________________________
 PP1303  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 PP1303  DYNAMIC HEIGHT  -        274.174 (meters)      899.52  (feet) COMP
 PP1303  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 PP1303
 PP1303  VERT ORDER      -  SECOND    CLASS 0
 PP1303
 PP1303.The horizontal coordinates were scaled from a topographic map and have
 PP1303.an estimated accuracy of +/- 6 seconds.
 PP1303.
 PP1303.The orthometric height was determined by differential leveling and
 PP1303.adjusted in June 1991.
 PP1303
 PP1303.The dynamic height is computed by dividing the NAVD 88
 PP1303.geopotential number by the normal gravity value computed on the
 PP1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1303.degrees latitude (g = 980.6199 gals.).
 PP1303
 PP1303.The modeled gravity was interpolated from observed gravity values.
 PP1303
 PP1303;                    North         East    Units  Estimated Accuracy
 PP1303;SPC MN S     -   307,220.      868,780.      MT  (+/- 180 meters Scaled)
 PP1303
 PP1303                          SUPERSEDED SURVEY CONTROL
 PP1303
 PP1303.No superseded survey control is available for this station.
 PP1303
 PP1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK897675(NAD 83)
 PP1303
 PP1303_MARKER: DD = SURVEY DISK
 PP1303_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1303+WITH SETTING: INTO GROUND
 PP1303_STAMPING: 1985 K 1977
 PP1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1303+STABILITY: SURFACE MOTION
 PP1303
 PP1303  HISTORY     - Date     Condition        Report By
 PP1303  HISTORY     - 1977     MONUMENTED       MNDT
 PP1303  HISTORY     - 20021213 MARK NOT FOUND   USPSQD
 PP1303  HISTORY     - 20050111 MARK NOT FOUND   USPSQD
 PP1303
 PP1303                          STATION DESCRIPTION
 PP1303
 PP1303'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1303'IN EAGAN.
 PP1303'THE MARK IS LOCATED ABOUT 0.65 MILE NORTH ALONG TRUNK HIGHWAY 49 (DODD
 PP1303'ROAD) FROM THE JUNCTION OF TRUNK HIGHWAYS 49 AND 55 AT EAGAN, AND IS
 PP1303'AT THE SOUTHEAST CORNER OF A SMALL WOODS.  IT IS 48.5 FEET WEST OF THE
 PP1303'CENTERLINE OF TRUNK HIGHWAY 49, 64.4 FEET SOUTH-SOUTHWEST OF POWER
 PP1303'POLE NUMBER 2 RLK 72, 82.5 FEET NORTH-NORTHWEST OF ANOTHER POWER POLE,
 PP1303'AND 32.0 FEET NORTH OF A 10 INCH OAK TREE.  IT IS A STANDARD MINNESOTA
 PP1303'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE
 PP1303'TOP OF A 5/8 INCH DIAMETER BY 13 FEET LONG COPPER-CLAD STEEL ROD
 PP1303'DRIVEN INTO THE GROUND TO REFUSAL.  NE 1/4 SECTION 2, T 27N, R 23W 4
 PP1303'PM.
 PP1303
 PP1303                          STATION RECOVERY (2002)
 PP1303
 PP1303'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1303'THE ENTIRE AREA HAS BEEN RECENTLY REDONE. MANY NEW BUILDINGS AND PAVED
 PP1303'PARKING LOTS HAVE BEEN CONSTRUCTED. GPS COORDINATES ARE IN A PAVED
 PP1303'PARKING LOT AT THIS TIME.
 PP1303
 PP1303                          STATION RECOVERY (2005)
 PP1303
 PP1303'RECOVERY NOTE BY US POWER SQUADRON 2005 (ATD)
 PP1303'MARK NOT FOUND. SPSPS. ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1307 ***********************************************************************
 PP1307  DESIGNATION -  1985 L
 PP1307  PID         -  PP1307
 PP1307  STATE/COUNTY-  MN/DAKOTA
 PP1307  COUNTRY     -  US
 PP1307  USGS QUAD   -  ST PAUL SW (1993)
 PP1307
 PP1307                         *CURRENT SURVEY CONTROL
 PP1307  ______________________________________________________________________
 PP1307* NAD 83(1986) POSITION- 44 51 42.     (N) 093 09 59.     (W)   SCALED    
 PP1307* NAVD 88 ORTHO HEIGHT -   262.917  (meters)     862.59  (feet) ADJUSTED  
 PP1307  ______________________________________________________________________
 PP1307  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 PP1307  DYNAMIC HEIGHT  -        262.908 (meters)      862.56  (feet) COMP
 PP1307  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 PP1307
 PP1307  VERT ORDER      -  SECOND    CLASS 0
 PP1307
 PP1307.The horizontal coordinates were scaled from a topographic map and have
 PP1307.an estimated accuracy of +/- 6 seconds.
 PP1307.
 PP1307.The orthometric height was determined by differential leveling and
 PP1307.adjusted in June 1991.
 PP1307
 PP1307.The dynamic height is computed by dividing the NAVD 88
 PP1307.geopotential number by the normal gravity value computed on the
 PP1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1307.degrees latitude (g = 980.6199 gals.).
 PP1307
 PP1307.The modeled gravity was interpolated from observed gravity values.
 PP1307
 PP1307;                    North         East    Units  Estimated Accuracy
 PP1307;SPC MN S     -   307,190.      865,880.      MT  (+/- 180 meters Scaled)
 PP1307
 PP1307                          SUPERSEDED SURVEY CONTROL
 PP1307
 PP1307.No superseded survey control is available for this station.
 PP1307
 PP1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK868675(NAD 83)
 PP1307
 PP1307_MARKER: DD = SURVEY DISK
 PP1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1307_SP_SET: BRIDGE
 PP1307_STAMPING: 1985 L 1977
 PP1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1307
 PP1307  HISTORY     - Date     Condition        Report By
 PP1307  HISTORY     - 1977     MONUMENTED       MNDT
 PP1307  HISTORY     - 1980     GOOD             MNDT
 PP1307
 PP1307                          STATION DESCRIPTION
 PP1307
 PP1307'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1307'IN EAGAN.
 PP1307'THE MARK IS LOCATED ABOUT 0.4 MILES EAST ALONG INTERSTATE 494 FROM THE
 PP1307'JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 13 IN EAGAN, AND ABOUT
 PP1307'1.0 MILE WEST ALONG INTERSTATE 494 FROM THE FUTURE INTERSTATE 35E,
 PP1307'INTERSTATE 494 AND TRUNK HIGHWAY 55 INTERCHANGE IN EAGAN.  IT IS 48.2
 PP1307'FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE MEDIAN OF PILOT KNOB
 PP1307'ROAD.  IT IS SET IN THE SOUTHEAST CORNER (WALKWAY) OF BRIDGE NUMBER
 PP1307'19826 (PILOT KNOB ROAD OVER INTERSTATE 494).  NW 1/4 SECTION 3, T 27N,
 PP1307'R 23W.
 PP1307
 PP1307                          STATION RECOVERY (1980)
 PP1307
 PP1307'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1307'0.4 MILE EAST ALONG TRUNK HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK
 PP1307'HIGHWAY 13 IN EGAN. THE MARK IS 48.3 FEET EAST OF AND ABOUT LEVEL
 PP1307'WITH THE CENTER OF THE CONCRETE MEDIAN ON COUNTY ROAD 31 AND 0.9 FOOT
 PP1307'WEST OF THE EAST CONCRETE RAILING BASE FOR THE CHAIN LINK FENCE IN
 PP1307'THE WALK IN THE SOUTHEAST CORNER OF BRIDGE 19826 (COUNTY ROAD 31 OVER
 PP1307'TRUNK HIGHWAY 494. THE MARK, A STANDRAD MNDH BENCH MARK STAMPED "1985
 PP1307'L 1977, IS CEMENTED IN THE WALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1308 ***********************************************************************
 PP1308  DESIGNATION -  1985 M
 PP1308  PID         -  PP1308
 PP1308  STATE/COUNTY-  MN/DAKOTA
 PP1308  COUNTRY     -  US
 PP1308  USGS QUAD   -  ST PAUL SW (1993)
 PP1308
 PP1308                         *CURRENT SURVEY CONTROL
 PP1308  ______________________________________________________________________
 PP1308* NAD 83(1986) POSITION- 44 51 39.69   (N) 093 10 31.58   (W)   HD_HELD1  
 PP1308* NAVD 88 ORTHO HEIGHT -   235.665  (meters)     773.18  (feet) ADJUSTED  
 PP1308  ______________________________________________________________________
 PP1308  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 PP1308  DYNAMIC HEIGHT  -        235.657 (meters)      773.15  (feet) COMP
 PP1308  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 PP1308
 PP1308  VERT ORDER      -  SECOND    CLASS 0
 PP1308
 PP1308.The horizontal coordinates were established by differentially corrected
 PP1308.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1308.
 PP1308.The orthometric height was determined by differential leveling and
 PP1308.adjusted in June 1991.
 PP1308
 PP1308.Photographs are available for this station.
 PP1308
 PP1308.The dynamic height is computed by dividing the NAVD 88
 PP1308.geopotential number by the normal gravity value computed on the
 PP1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1308.degrees latitude (g = 980.6199 gals.).
 PP1308
 PP1308.The modeled gravity was interpolated from observed gravity values.
 PP1308
 PP1308;                    North         East    Units  Estimated Accuracy
 PP1308;SPC MN S     -   307,111.9     865,166.1     MT  (+/- 3 meters HH1 GPS) 
 PP1308
 PP1308                          SUPERSEDED SURVEY CONTROL
 PP1308
 PP1308.No superseded survey control is available for this station.
 PP1308
 PP1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8613967527(NAD 83)
 PP1308
 PP1308_MARKER: DB = BENCH MARK DISK
 PP1308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1308_SP_SET: BRIDGE ABUTMENT
 PP1308_STAMPING: 1985 M 1977
 PP1308_MARK LOGO: MNDT  
 PP1308_PROJECTION: FLUSH
 PP1308_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1308+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 PP1308
 PP1308  HISTORY     - Date     Condition        Report By
 PP1308  HISTORY     - 1977     MONUMENTED       MNDT
 PP1308  HISTORY     - 1980     GOOD             MNDT
 PP1308  HISTORY     - 19881130 GOOD             MNDT
 PP1308  HISTORY     - 20040925 GOOD             USPSQD
 PP1308
 PP1308                          STATION DESCRIPTION
 PP1308
 PP1308'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1308'IN EAGAN.
 PP1308'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 494 AND TRUNK
 PP1308'HIGHWAY 13 AT EAGAN.  IT IS ABOUT 1.4 MILES WEST ALONG INTERSTATE 494
 PP1308'FROM THE FUTURE INTERSTATE 35E, INTERSTATE 494 AND TRUNK HIGHWAY 55
 PP1308'INTERCHANGE.  IT IS 25.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 PP1308'CENTERLINE OF THE EAST-BOUND LANE OF INTERSTATE 494 AND 63.0 FEET
 PP1308'SOUTH OF THE INTERSTATE 494 MEDIAN.  IT IS SET IN THE SOUTHEAST CORNER
 PP1308'(ABUTMENT) OF BRIDGE NUMBER 19825 (INTERSTATE 494 OVER TRUNK HIGHWAY
 PP1308'13).  NE 1/4 SECTION 4, T27N, R23W.
 PP1308
 PP1308                          STATION RECOVERY (1980)
 PP1308
 PP1308'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1308'THE MARK IS 63 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER OF THE
 PP1308'CONCRETE MEDIAN ON TRUNK HIGHWAY 494 IN THE ABUTMENT IN THE SOUTHEAST
 PP1308'CORNER OF BRIDGE 19825 (TRUNK HIGHWAY 494 OVER TRUNK HIGHWAY 13). THE
 PP1308'MARK A STANDARD MNHD VERTICAL CONTROL DISK STAMPED "1985 M 1977 IS
 PP1308'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 PP1308
 PP1308                          STATION RECOVERY (1988)
 PP1308
 PP1308'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1308'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING
 PP1308'INTERSTATE HIGHWAY 494 OVER A RAILWAY AND TRUNK HIGHWAY 13, AND IS IN
 PP1308'THE NE CORNER OF SECTION 4, T27N, R23W.  THE MARK, A STANDARD MNDT
 PP1308'BENCH MARK DISK STAMPED---1985 M 1977---, IS SET IN THE ABUTMENT AT
 PP1308'THE SOUTHEAST CORNER THE BRIDGE (NUMBER 19825).  THE MARK IS 31.0 FEET
 PP1308'SOUTH OF THE CENTERLINE OF EASTBOUND HIGHWAY 494, 27.5 FEET NORTH OF A
 PP1308'RIGHT - OF - WAY FENCE, 31.5 FEET NORTH - NORTHEAST OF THE NORTH LEAD
 PP1308'FENCE POST FOR A WALK BRIDGE, AND 0.3 FEET SOUTH OF THE SOUTH FACE OF
 PP1308'THE SOUTHEAST CORNER OF THE BRIDGE.
 PP1308
 PP1308                          STATION RECOVERY (2004)
 PP1308
 PP1308'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1308'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1309 ***********************************************************************
 PP1309  DESIGNATION -  1985 N
 PP1309  PID         -  PP1309
 PP1309  STATE/COUNTY-  MN/DAKOTA
 PP1309  COUNTRY     -  US
 PP1309  USGS QUAD   -  ST PAUL SW (1993)
 PP1309
 PP1309                         *CURRENT SURVEY CONTROL
 PP1309  ______________________________________________________________________
 PP1309* NAD 83(1986) POSITION- 44 51 45.53   (N) 093 10 33.22   (W)   HD_HELD1  
 PP1309* NAVD 88 ORTHO HEIGHT -   222.822  (meters)     731.04  (feet) ADJUSTED  
 PP1309  ______________________________________________________________________
 PP1309  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 PP1309  DYNAMIC HEIGHT  -        222.814 (meters)      731.02  (feet) COMP
 PP1309  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 PP1309
 PP1309  VERT ORDER      -  SECOND    CLASS 0
 PP1309
 PP1309.The horizontal coordinates were established by differentially corrected
 PP1309.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1309.
 PP1309.The orthometric height was determined by differential leveling and
 PP1309.adjusted in June 1991.
 PP1309
 PP1309.Photographs are available for this station.
 PP1309
 PP1309.The dynamic height is computed by dividing the NAVD 88
 PP1309.geopotential number by the normal gravity value computed on the
 PP1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1309.degrees latitude (g = 980.6199 gals.).
 PP1309
 PP1309.The modeled gravity was interpolated from observed gravity values.
 PP1309
 PP1309;                    North         East    Units  Estimated Accuracy
 PP1309;SPC MN S     -   307,291.8     865,128.3     MT  (+/- 3 meters HH1 GPS) 
 PP1309
 PP1309                          SUPERSEDED SURVEY CONTROL
 PP1309
 PP1309.No superseded survey control is available for this station.
 PP1309
 PP1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8610367707(NAD 83)
 PP1309
 PP1309_MARKER: DV = VERTICAL CONTROL DISK
 PP1309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1309_SP_SET: ABUTMENT
 PP1309_STAMPING: 1985 N 1977
 PP1309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1309+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 PP1309
 PP1309  HISTORY     - Date     Condition        Report By
 PP1309  HISTORY     - 1977     MONUMENTED       MNDT
 PP1309  HISTORY     - 1980     GOOD             MNDT
 PP1309  HISTORY     - 20040925 GOOD             USPSQD
 PP1309
 PP1309                          STATION DESCRIPTION
 PP1309
 PP1309'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1309'IN MENDOTA HEIGHTS.
 PP1309'THE MARK IS LOCATED ABOUT 0.1 MILE NORTH ALONG THE CHICAGO AND
 PP1309'NORTHWESTERN RAILROAD FROM INTERSTATE 494 BRIDGE NUMBER 19825
 PP1309'(INTERSTATE 494 OVER TRUNK HIGHWAY 13 AND THE CHICAGO MILWAUKEE
 PP1309'RAILROAD).  IT IS 9.0 FEET EAST OF AND ABOUT 4 FEET LOWER THAN THE
 PP1309'EAST RAIL OF THE RAILROAD, 154 FEET WEST OF AND ABOUT 15 FEET LOWER
 PP1309'THAN THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 13 AND 1.0
 PP1309'FOOT SOUTH OF THE NORTH FACE OF THE SOUTH STONE ABUTMENT OF THE
 PP1309'RAILROAD BRIDGE.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 PP1309'VERTICAL CONTROL MONUMENT (VCM) CEMENTED INTO A DRILL HOLE IN THE
 PP1309'ABUTMENT.  SW 1/4 SECTION 33, T28N, R23W.
 PP1309
 PP1309                          STATION RECOVERY (1980)
 PP1309
 PP1309'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP1309'0.1 MILE NORTH ALONG THE CHICAGO AND NORTHWESTERN RAILROAD FROM TRUNK
 PP1309'HIGHWAY 494 BRIDGE 19825 (HIGHWAY 494 OVER HIGHWAY 13 AND THE
 PP1309'RAILROAD). THE MARK IS 8.9 FEET EAST OF AND 4 FEET LOWER THAN THE
 PP1309'EAST RAIL OF THE RAILROAD AND 152 FEET WEST OF THE SOUTHBOUND
 PP1309'CENTERLINE OF HIGHWAY 13 IN THE SOUTH STONE ABUTMENT OF THE RAILROAD
 PP1309'BRIDGE. THE MARK, A STANDRARD MNHD VERTICAL CONTROL MARK DISK STAMPED
 PP1309'"1985 N 1977", IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 PP1309
 PP1309                          STATION RECOVERY (2004)
 PP1309
 PP1309'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1309'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4400 ***********************************************************************
 AH4400  DESIGNATION -  1985 Q 1
 AH4400  PID         -  AH4400
 AH4400  STATE/COUNTY-  MN/DAKOTA
 AH4400  COUNTRY     -  US
 AH4400  USGS QUAD   -  ST PAUL SW (1993)
 AH4400
 AH4400                         *CURRENT SURVEY CONTROL
 AH4400  ______________________________________________________________________
 AH4400* NAD 83(1986) POSITION- 44 51 45.83   (N) 093 08 54.30   (W)   HD_HELD1  
 AH4400* NAVD 88 ORTHO HEIGHT -   266.668  (meters)     874.89  (feet) ADJUSTED  
 AH4400  ______________________________________________________________________
 AH4400  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4400  DYNAMIC HEIGHT  -        266.659 (meters)      874.86  (feet) COMP
 AH4400  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 AH4400
 AH4400  VERT ORDER      -  SECOND    CLASS I
 AH4400
 AH4400.The horizontal coordinates were established by differentially corrected
 AH4400.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4400.
 AH4400.The orthometric height was determined by differential leveling and
 AH4400.adjusted in June 2000.
 AH4400
 AH4400.Photographs are available for this station.
 AH4400
 AH4400.The dynamic height is computed by dividing the NAVD 88
 AH4400.geopotential number by the normal gravity value computed on the
 AH4400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4400.degrees latitude (g = 980.6199 gals.).
 AH4400
 AH4400.The modeled gravity was interpolated from observed gravity values.
 AH4400
 AH4400;                    North         East    Units  Estimated Accuracy
 AH4400;SPC MN S     -   307,323.3     867,299.7     MT  (+/- 3 meters HH1 GPS) 
 AH4400
 AH4400                          SUPERSEDED SURVEY CONTROL
 AH4400
 AH4400.No superseded survey control is available for this station.
 AH4400
 AH4400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8827467712(NAD 83)
 AH4400
 AH4400_MARKER: DV = VERTICAL CONTROL DISK
 AH4400_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4400_SP_SET: BRIDGE RAILING
 AH4400_STAMPING: 1985 Q 1 1988
 AH4400_MARK LOGO: MNDT  
 AH4400_PROJECTION: FLUSH
 AH4400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4400+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4400
 AH4400  HISTORY     - Date     Condition        Report By
 AH4400  HISTORY     - 1988     MONUMENTED       MNDT
 AH4400  HISTORY     - 20021012 GOOD             USPSQD
 AH4400  HISTORY     - 20050112 GOOD             USPSQD
 AH4400
 AH4400                          STATION DESCRIPTION
 AH4400
 AH4400'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4400'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4400'INTERSTATE HIGHWAYS 494 AND 35E, AND IN THE SE 1/4 OF SECTION 34,
 AH4400'T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4400'STAMPED---1985 Q 1 1988---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4400'NORTHWEST CORNER OF THE WESTBOUND HIGHWAY 494 BRIDGE (NUMBER 19897)
 AH4400'OVER THE WESTBOUND HIGHWAY 494 CONNECTOR LOOP TO SOUTHBOUND HIGHWAY
 AH4400'35E.  THE MARK IS 31.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 AH4400'HIGHWAY 494 AT MILEPOINT 70.8 AND 31.2 FEET EAST OF THE NORTHWEST
 AH4400'CORNER OF THE NORTH RAILING OF THE BRIDGE.
 AH4400
 AH4400                          STATION RECOVERY (2002)
 AH4400
 AH4400'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4400'RECOVERED IN GOOD CONDITION.
 AH4400
 AH4400                          STATION RECOVERY (2005)
 AH4400
 AH4400'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4400'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS . JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4401 ***********************************************************************
 AH4401  DESIGNATION -  1985 R 1
 AH4401  PID         -  AH4401
 AH4401  STATE/COUNTY-  MN/DAKOTA
 AH4401  COUNTRY     -  US
 AH4401  USGS QUAD   -  ST PAUL SW (1993)
 AH4401
 AH4401                         *CURRENT SURVEY CONTROL
 AH4401  ______________________________________________________________________
 AH4401* NAD 83(1986) POSITION- 44 51 45.55   (N) 093 08 52.32   (W)   HD_HELD1  
 AH4401* NAVD 88 ORTHO HEIGHT -   266.197  (meters)     873.35  (feet) ADJUSTED  
 AH4401  ______________________________________________________________________
 AH4401  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4401  DYNAMIC HEIGHT  -        266.188 (meters)      873.32  (feet) COMP
 AH4401  MODELED GRAVITY -    980,577.4   (mgal)                       NAVD 88
 AH4401
 AH4401  VERT ORDER      -  SECOND    CLASS I
 AH4401
 AH4401.The horizontal coordinates were established by differentially corrected
 AH4401.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4401.
 AH4401.The orthometric height was determined by differential leveling and
 AH4401.adjusted in June 2000.
 AH4401
 AH4401.Photographs are available for this station.
 AH4401
 AH4401.The dynamic height is computed by dividing the NAVD 88
 AH4401.geopotential number by the normal gravity value computed on the
 AH4401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4401.degrees latitude (g = 980.6199 gals.).
 AH4401
 AH4401.The modeled gravity was interpolated from observed gravity values.
 AH4401
 AH4401;                    North         East    Units  Estimated Accuracy
 AH4401;SPC MN S     -   307,315.1     867,343.2     MT  (+/- 3 meters HH1 GPS) 
 AH4401
 AH4401                          SUPERSEDED SURVEY CONTROL
 AH4401
 AH4401.No superseded survey control is available for this station.
 AH4401
 AH4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8831867703(NAD 83)
 AH4401
 AH4401_MARKER: DV = VERTICAL CONTROL DISK
 AH4401_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4401_SP_SET: BRIDGE RAILING
 AH4401_STAMPING: 1985 R 1 1988
 AH4401_MARK LOGO: MNDT  
 AH4401_PROJECTION: FLUSH
 AH4401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4401+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4401
 AH4401  HISTORY     - Date     Condition        Report By
 AH4401  HISTORY     - 1988     MONUMENTED       MNDT
 AH4401  HISTORY     - 20021012 GOOD             USPSQD
 AH4401  HISTORY     - 20050112 GOOD             USPSQD
 AH4401
 AH4401                          STATION DESCRIPTION
 AH4401
 AH4401'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4401'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4401'INTERSTATE HIGHWAYS 494 AND 35E, AND IN THE SE 1/4 OF SECTION 34,
 AH4401'T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4401'STAMPED---1985 R 1 1988---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4401'SOUTHEAST CORNER OF THE WESTBOUND HIGHWAY 494 BRIDGE (NUMBER 19897)
 AH4401'OVER THE WESTBOUND HIGHWAY 494 CONNECTOR LOOP TO SOUTHBOUND HIGHWAY
 AH4401'35E.  THE MARK IS 30.5 FEET SOUTH OF THE CENTERLINE OF WESTBOUND
 AH4401'HIGHWAY 494 AT MILEPOINT 70.8 AND 32.2 FEET WEST OF THE SOUTHEAST
 AH4401'CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4401
 AH4401                          STATION RECOVERY (2002)
 AH4401
 AH4401'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4401'RECOVERED IN GOOD CONDITION.
 AH4401
 AH4401                          STATION RECOVERY (2005)
 AH4401
 AH4401'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4401'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4402 ***********************************************************************
 AH4402  DESIGNATION -  1985 S 1
 AH4402  PID         -  AH4402
 AH4402  STATE/COUNTY-  MN/DAKOTA
 AH4402  COUNTRY     -  US
 AH4402  USGS QUAD   -  ST PAUL SW (1993)
 AH4402
 AH4402                         *CURRENT SURVEY CONTROL
 AH4402  ______________________________________________________________________
 AH4402* NAD 83(1986) POSITION- 44 51 44.36   (N) 093 08 52.58   (W)   HD_HELD1  
 AH4402* NAVD 88 ORTHO HEIGHT -   265.267  (meters)     870.30  (feet) ADJUSTED  
 AH4402  ______________________________________________________________________
 AH4402  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4402  DYNAMIC HEIGHT  -        265.258 (meters)      870.27  (feet) COMP
 AH4402  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 AH4402
 AH4402  VERT ORDER      -  SECOND    CLASS I
 AH4402
 AH4402.The horizontal coordinates were established by differentially corrected
 AH4402.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4402.
 AH4402.The orthometric height was determined by differential leveling and
 AH4402.adjusted in June 2000.
 AH4402
 AH4402.Photographs are available for this station.
 AH4402
 AH4402.The dynamic height is computed by dividing the NAVD 88
 AH4402.geopotential number by the normal gravity value computed on the
 AH4402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4402.degrees latitude (g = 980.6199 gals.).
 AH4402
 AH4402.The modeled gravity was interpolated from observed gravity values.
 AH4402
 AH4402;                    North         East    Units  Estimated Accuracy
 AH4402;SPC MN S     -   307,278.3     867,337.9     MT  (+/- 3 meters HH1 GPS) 
 AH4402
 AH4402                          SUPERSEDED SURVEY CONTROL
 AH4402
 AH4402.No superseded survey control is available for this station.
 AH4402
 AH4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8831267666(NAD 83)
 AH4402
 AH4402_MARKER: DV = VERTICAL CONTROL DISK
 AH4402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4402_SP_SET: BRIDGE RAILING
 AH4402_STAMPING: 1985 S 1 1988
 AH4402_MARK LOGO: MNDT  
 AH4402_PROJECTION: FLUSH
 AH4402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4402+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 AH4402
 AH4402  HISTORY     - Date     Condition        Report By
 AH4402  HISTORY     - 1988     MONUMENTED       MNDT
 AH4402  HISTORY     - 20021012 GOOD             USPSQD
 AH4402
 AH4402                          STATION DESCRIPTION
 AH4402
 AH4402'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4402'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4402'INTERSTATE HIGHWAYS 494 AND 35E, AND IN THE SE 1/4 OF SECTION 34,
 AH4402'T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4402'STAMPED---1985 S 1 1988---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4402'SOUTHEAST CORNER OF THE EASTBOUND HIGHWAY 494 BRIDGE (NUMBER 19898)
 AH4402'OVER THE WESTBOUND HIGHWAY 494 CONNECTOR LOOP TO SOUTHBOUND HIGHWAY
 AH4402'35E.  THE MARK IS 36.0 FEET SOUTH OF THE CENTERLINE OF EASTBOUND
 AH4402'HIGHWAY 494 AT MILEPOINT 70.8 AND 25.8 FEET WEST OF THE SOUTHEAST
 AH4402'CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4402
 AH4402                          STATION RECOVERY (2002)
 AH4402
 AH4402'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4403 ***********************************************************************
 AH4403  DESIGNATION -  1985 T 1
 AH4403  PID         -  AH4403
 AH4403  STATE/COUNTY-  MN/DAKOTA
 AH4403  COUNTRY     -  US
 AH4403  USGS QUAD   -  ST PAUL SW (1993)
 AH4403
 AH4403                         *CURRENT SURVEY CONTROL
 AH4403  ______________________________________________________________________
 AH4403* NAD 83(1986) POSITION- 44 51 43.64   (N) 093 08 52.59   (W)   HD_HELD1  
 AH4403* NAVD 88 ORTHO HEIGHT -   265.573  (meters)     871.30  (feet) ADJUSTED  
 AH4403  ______________________________________________________________________
 AH4403  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AH4403  DYNAMIC HEIGHT  -        265.565 (meters)      871.27  (feet) COMP
 AH4403  MODELED GRAVITY -    980,577.2   (mgal)                       NAVD 88
 AH4403
 AH4403  VERT ORDER      -  SECOND    CLASS I
 AH4403
 AH4403.The horizontal coordinates were established by differentially corrected
 AH4403.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4403.
 AH4403.The orthometric height was determined by differential leveling and
 AH4403.adjusted in June 2000.
 AH4403
 AH4403.Photographs are available for this station.
 AH4403
 AH4403.The dynamic height is computed by dividing the NAVD 88
 AH4403.geopotential number by the normal gravity value computed on the
 AH4403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4403.degrees latitude (g = 980.6199 gals.).
 AH4403
 AH4403.The modeled gravity was interpolated from observed gravity values.
 AH4403
 AH4403;                    North         East    Units  Estimated Accuracy
 AH4403;SPC MN S     -   307,256.1     867,337.9     MT  (+/- 3 meters HH1 GPS) 
 AH4403
 AH4403                          SUPERSEDED SURVEY CONTROL
 AH4403
 AH4403.No superseded survey control is available for this station.
 AH4403
 AH4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8831267644(NAD 83)
 AH4403
 AH4403_MARKER: DV = VERTICAL CONTROL DISK
 AH4403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4403_SP_SET: BRIDGE RAILING
 AH4403_STAMPING: 1985 T 1 1988
 AH4403_MARK LOGO: MNDT  
 AH4403_PROJECTION: FLUSH
 AH4403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4403+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4403
 AH4403  HISTORY     - Date     Condition        Report By
 AH4403  HISTORY     - 1988     MONUMENTED       MNDT
 AH4403  HISTORY     - 20050112 GOOD             USPSQD
 AH4403
 AH4403                          STATION DESCRIPTION
 AH4403
 AH4403'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4403'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4403'INTERSTATE HIGHWAYS 494 AND 35E, AND IN THE SE 1/4 OF SECTION 34,
 AH4403'T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4403'STAMPED---1985 T 1 1988---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4403'SOUTHEAST CORNER OF THE BRIDGE (NUMBER 19900) CARRYING THE WESTBOUND
 AH4403'HIGHWAY 494 EXIT RAMP TO NORTHBOUND HIGHWAY 35E OVER THE EASTBOUND
 AH4403'HIGHWAY 494 CONNECTOR LOOP TO SOUTHBOUND HIGHWAY 35E.  THE MARK IS AT
 AH4403'HIGHWAY 494 MILEPOINT 70.8 AND 27.3 FEET WEST OF THE SOUTHEAST CORNER
 AH4403'OF THE SOUTH RAILING OF THE BRIDGE.
 AH4403
 AH4403                          STATION RECOVERY (2005)
 AH4403
 AH4403'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4403'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4398 ***********************************************************************
 AH4398  DESIGNATION -  1985 U
 AH4398  PID         -  AH4398
 AH4398  STATE/COUNTY-  MN/DAKOTA
 AH4398  COUNTRY     -  US
 AH4398  USGS QUAD   -  ST PAUL SW (1993)
 AH4398
 AH4398                         *CURRENT SURVEY CONTROL
 AH4398  ______________________________________________________________________
 AH4398* NAD 83(1986) POSITION- 44 51 39.36   (N) 093 10 38.50   (W)   HD_HELD1  
 AH4398* NAVD 88 ORTHO HEIGHT -   231.070  (meters)     758.10  (feet) ADJUSTED  
 AH4398  ______________________________________________________________________
 AH4398  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AH4398  DYNAMIC HEIGHT  -        231.062 (meters)      758.08  (feet) COMP
 AH4398  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 AH4398
 AH4398  VERT ORDER      -  SECOND    CLASS I
 AH4398
 AH4398.The horizontal coordinates were established by differentially corrected
 AH4398.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4398.
 AH4398.The orthometric height was determined by differential leveling and
 AH4398.adjusted in June 2000.
 AH4398
 AH4398.Photographs are available for this station.
 AH4398
 AH4398.The dynamic height is computed by dividing the NAVD 88
 AH4398.geopotential number by the normal gravity value computed on the
 AH4398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4398.degrees latitude (g = 980.6199 gals.).
 AH4398
 AH4398.The modeled gravity was interpolated from observed gravity values.
 AH4398
 AH4398;                    North         East    Units  Estimated Accuracy
 AH4398;SPC MN S     -   307,100.2     865,014.3     MT  (+/- 3 meters HH1 GPS) 
 AH4398
 AH4398                          SUPERSEDED SURVEY CONTROL
 AH4398
 AH4398.No superseded survey control is available for this station.
 AH4398
 AH4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8598767517(NAD 83)
 AH4398
 AH4398_MARKER: DB = BENCH MARK DISK
 AH4398_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4398_SP_SET: BRIDGE ABUTMENT
 AH4398_STAMPING: 1985 U 1982
 AH4398_MARK LOGO: MNDT  
 AH4398_PROJECTION: FLUSH
 AH4398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH4398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4398+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2008
 AH4398
 AH4398  HISTORY     - Date     Condition        Report By
 AH4398  HISTORY     - 1982     MONUMENTED       MNDT
 AH4398  HISTORY     - 20040925 GOOD             USPSQD
 AH4398  HISTORY     - 20080414 GOOD             MNDT
 AH4398
 AH4398                          STATION DESCRIPTION
 AH4398
 AH4398'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4398'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE BRIDGE CARRYING
 AH4398'INTERSTATE HIGHWAY 494 AND A PEDESTRIAN BRIDGE OVER A RAILWAY AND
 AH4398'TRUNK HIGHWAY 13, AND IN THE NW 1/4 OF SECTION 4, T27N, R23W.  THE
 AH4398'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---1985 U 1982---, IS SET
 AH4398'IN THE ABUTMENT AT THE SOUTHWEST CORNER OF THE WALKWAY BRIDGE. THE
 AH4398'MARK IS AT HIGHWAY 494 MILEPOINT 72.15, 2.8 FEET WEST-SOUTHWEST OF A
 AH4398'STEEL POST OVER THE ENCLOSED PEDESTRIAN BRIDGE, 18.9 FEET
 AH4398'EAST-NORTHEAST OF THE (WEST) END FENCE POST, NEAR THE SOUTH FACE OF
 AH4398'THE FENCE, AND 11.0 FEET SOUTH OF A RIGHT - OF - WAY FENCE.
 AH4398
 AH4398                          STATION RECOVERY (2004)
 AH4398
 AH4398'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4398'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4398
 AH4398                          STATION RECOVERY (2008)
 AH4398
 AH4398'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AH4398'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF SAINT PAUL,
 AH4398'6.7 MI (10.8 KM) WEST OF INVER GROVE HEIGHTS AND 6.1 MI (9.8 KM)
 AH4398'EAST-NORTHEAST OF BLOOMINGTON.
 AH4398' 
 AH4398'TO REACH TO THE MARK, AT EAGAN, IN ABUTMENT AT SOUTHWEST CORNER OF
 AH4398'PEDESTRIAN BRIDGE 19825 OVER TRUNK HIGHWAY 13 AND RAILROAD, AT
 AH4398'INTERSTATE HIGHWAY 494 MILE POINT 72.15, 2.8 FT (0.9 M) WEST-SOUTHWEST
 AH4398'OF STEEL POST OVER ENCLOSED PEDESTRIAN BRIDGE, 18.9 FT (5.8 M)
 AH4398'EAST-NORTHEAST OF WEST END FENCE POST, NEAR SOUTH FACE OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4379 ***********************************************************************
 AH4379  DESIGNATION -  1985 U 1
 AH4379  PID         -  AH4379
 AH4379  STATE/COUNTY-  MN/DAKOTA
 AH4379  COUNTRY     -  US
 AH4379  USGS QUAD   -  ST PAUL SW (1993)
 AH4379
 AH4379                         *CURRENT SURVEY CONTROL
 AH4379  ______________________________________________________________________
 AH4379* NAD 83(1986) POSITION- 44 51 44.21   (N) 093 08 40.11   (W)   HD_HELD1  
 AH4379* NAVD 88 ORTHO HEIGHT -   267.277  (meters)     876.89  (feet) ADJUSTED  
 AH4379  ______________________________________________________________________
 AH4379  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4379  DYNAMIC HEIGHT  -        267.268 (meters)      876.86  (feet) COMP
 AH4379  MODELED GRAVITY -    980,577.4   (mgal)                       NAVD 88
 AH4379
 AH4379  VERT ORDER      -  SECOND    CLASS I
 AH4379
 AH4379.The horizontal coordinates were established by differentially corrected
 AH4379.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4379.
 AH4379.The orthometric height was determined by differential leveling and
 AH4379.adjusted in June 2000.
 AH4379
 AH4379.Photographs are available for this station.
 AH4379
 AH4379.The dynamic height is computed by dividing the NAVD 88
 AH4379.geopotential number by the normal gravity value computed on the
 AH4379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4379.degrees latitude (g = 980.6199 gals.).
 AH4379
 AH4379.The modeled gravity was interpolated from observed gravity values.
 AH4379
 AH4379;                    North         East    Units  Estimated Accuracy
 AH4379;SPC MN S     -   307,276.5     867,611.7     MT  (+/- 3 meters HH1 GPS) 
 AH4379
 AH4379                          SUPERSEDED SURVEY CONTROL
 AH4379
 AH4379.No superseded survey control is available for this station.
 AH4379
 AH4379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8858567661(NAD 83)
 AH4379
 AH4379_MARKER: DV = VERTICAL CONTROL DISK
 AH4379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4379_SP_SET: BRIDGE RAILING
 AH4379_STAMPING: 1985 U 1 1988
 AH4379_MARK LOGO: MNDT  
 AH4379_PROJECTION: FLUSH
 AH4379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4379+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4379
 AH4379  HISTORY     - Date     Condition        Report By
 AH4379  HISTORY     - 1988     MONUMENTED       MNDT
 AH4379  HISTORY     - 20021012 GOOD             USPSQD
 AH4379  HISTORY     - 20050112 GOOD             USPSQD
 AH4379
 AH4379                          STATION DESCRIPTION
 AH4379
 AH4379'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4379'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4379'INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, AND IN THE SW 1/4
 AH4379'OF SECTION 35, T28N, R23W.  THE MARK IS 16.5 FEET SOUTH OF THE
 AH4379'CENTERLINE OF THE EASTBOUND HIGHWAY 494 RAMP TO NORTHBOUND HIGHWAY
 AH4379'35E, AND 27.7 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH RAILING
 AH4379'OF THE BRIDGE CARRYING EASTBOUND HIGHWAY 494 OVER HIGHWAY 35E AND THE
 AH4379'CONNECTOR TO NORTHBOUND HIGHWAY 35E.  THE MARK, A STANDARD MNDT
 AH4379'VERTICAL CONTROL MONUMENT DISK STAMPED---1985 U 1 1988---, IS SET IN
 AH4379'THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19878.
 AH4379
 AH4379                          STATION RECOVERY (2002)
 AH4379
 AH4379'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4379'RECOVERED IN GOOD CONDITION.
 AH4379
 AH4379                          STATION RECOVERY (2005)
 AH4379
 AH4379'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4379'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4404 ***********************************************************************
 AH4404  DESIGNATION -  1985 V 1
 AH4404  PID         -  AH4404
 AH4404  STATE/COUNTY-  MN/DAKOTA
 AH4404  COUNTRY     -  US
 AH4404  USGS QUAD   -  ST PAUL SW (1993)
 AH4404
 AH4404                         *CURRENT SURVEY CONTROL
 AH4404  ______________________________________________________________________
 AH4404* NAD 83(1986) POSITION- 44 51 45.16   (N) 093 08 39.77   (W)   HD_HELD1  
 AH4404* NAVD 88 ORTHO HEIGHT -   267.856  (meters)     878.79  (feet) ADJUSTED  
 AH4404  ______________________________________________________________________
 AH4404  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4404  DYNAMIC HEIGHT  -        267.848 (meters)      878.76  (feet) COMP
 AH4404  MODELED GRAVITY -    980,577.5   (mgal)                       NAVD 88
 AH4404
 AH4404  VERT ORDER      -  SECOND    CLASS I
 AH4404
 AH4404.The horizontal coordinates were established by differentially corrected
 AH4404.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4404.
 AH4404.The orthometric height was determined by differential leveling and
 AH4404.adjusted in June 2000.
 AH4404
 AH4404.Photographs are available for this station.
 AH4404
 AH4404.The dynamic height is computed by dividing the NAVD 88
 AH4404.geopotential number by the normal gravity value computed on the
 AH4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4404.degrees latitude (g = 980.6199 gals.).
 AH4404
 AH4404.The modeled gravity was interpolated from observed gravity values.
 AH4404
 AH4404;                    North         East    Units  Estimated Accuracy
 AH4404;SPC MN S     -   307,305.9     867,618.8     MT  (+/- 3 meters HH1 GPS) 
 AH4404
 AH4404                          SUPERSEDED SURVEY CONTROL
 AH4404
 AH4404.No superseded survey control is available for this station.
 AH4404
 AH4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8859367691(NAD 83)
 AH4404
 AH4404_MARKER: DV = VERTICAL CONTROL DISK
 AH4404_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4404_SP_SET: BRIDGE RAILING
 AH4404_STAMPING: 1985 V 1 1988
 AH4404_MARK LOGO: MNDT  
 AH4404_PROJECTION: FLUSH
 AH4404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4404+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4404
 AH4404  HISTORY     - Date     Condition        Report By
 AH4404  HISTORY     - 1988     MONUMENTED       MNDT
 AH4404  HISTORY     - 20021012 GOOD             USPSQD
 AH4404  HISTORY     - 20050112 GOOD             USPSQD
 AH4404
 AH4404                          STATION DESCRIPTION
 AH4404
 AH4404'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4404'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4404'INTERSTATE HIGHWAYS 494 AND 35E, AND IN THE SW 1/4 OF SECTION 35,
 AH4404'T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4404'STAMPED---1985 V 1 1988---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4404'SOUTHEAST CORNER OF THE EASTBOUND HIGHWAY 494 BRIDGE (NUMBER 19824)
 AH4404'OVER HIGHWAY 35E.  THE MARK IS 38.0 FEET SOUTH OF THE CENTERLINE OF
 AH4404'EASTBOUND HIGHWAY 494 AT MILEPOINT 70.6 AND 9.4 FEET WEST OF THE
 AH4404'SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE.
 AH4404
 AH4404                          STATION RECOVERY (2002)
 AH4404
 AH4404'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4404'RECOVERED IN GOOD CONDITION.
 AH4404
 AH4404                          STATION RECOVERY (2005)
 AH4404
 AH4404'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4404'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4396 ***********************************************************************
 AH4396  DESIGNATION -  1985 W
 AH4396  PID         -  AH4396
 AH4396  STATE/COUNTY-  MN/DAKOTA
 AH4396  COUNTRY     -  US
 AH4396  USGS QUAD   -  ST PAUL SW (1993)
 AH4396
 AH4396                         *CURRENT SURVEY CONTROL
 AH4396  ______________________________________________________________________
 AH4396* NAD 83(1986) POSITION- 44 51 41.17   (N) 093 11 41.94   (W)   HD_HELD1  
 AH4396* NAVD 88 ORTHO HEIGHT -   223.888  (meters)     734.54  (feet) ADJUSTED  
 AH4396  ______________________________________________________________________
 AH4396  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AH4396  DYNAMIC HEIGHT  -        223.880 (meters)      734.51  (feet) COMP
 AH4396  MODELED GRAVITY -    980,576.2   (mgal)                       NAVD 88
 AH4396
 AH4396  VERT ORDER      -  SECOND    CLASS I
 AH4396
 AH4396.The horizontal coordinates were established by differentially corrected
 AH4396.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4396.
 AH4396.The orthometric height was determined by differential leveling and
 AH4396.adjusted in June 2000.
 AH4396
 AH4396.Photographs are available for this station.
 AH4396
 AH4396.The dynamic height is computed by dividing the NAVD 88
 AH4396.geopotential number by the normal gravity value computed on the
 AH4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4396.degrees latitude (g = 980.6199 gals.).
 AH4396
 AH4396.The modeled gravity was interpolated from observed gravity values.
 AH4396
 AH4396;                    North         East    Units  Estimated Accuracy
 AH4396;SPC MN S     -   307,142.2     863,621.1     MT  (+/- 3 meters HH1 GPS) 
 AH4396
 AH4396                          SUPERSEDED SURVEY CONTROL
 AH4396
 AH4396.No superseded survey control is available for this station.
 AH4396
 AH4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8459567576(NAD 83)
 AH4396
 AH4396_MARKER: DV = VERTICAL CONTROL DISK
 AH4396_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4396_SP_SET: BRIDGE WALKWAY
 AH4396_STAMPING: 1985 W 1982
 AH4396_MARK LOGO: MNDT  
 AH4396_PROJECTION: FLUSH
 AH4396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4396+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 AH4396
 AH4396  HISTORY     - Date     Condition        Report By
 AH4396  HISTORY     - 1982     MONUMENTED       MNDT
 AH4396  HISTORY     - 20041009 GOOD             USPSQD
 AH4396
 AH4396                          STATION DESCRIPTION
 AH4396
 AH4396'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4396'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE INTERSTATE HIGHWAY
 AH4396'494 BRIDGE OVER THE MINNESOTA RIVER, AT MILEPOINT 0.3, AND IN THE NE
 AH4396'1/4 OF SECTION 5, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4396'CONTROL MONUMENT STAMPED---1985 W 1982---, IS SET IN THE SIDEWALK OF
 AH4396'THE BRIDGE (NUMBER 9217).  THE MARK IS BETWEEN TWO LIGHT STANDARDS
 AH4396'(NUMBERS AB-4 AND AR-5), 6.8 FEET SOUTH OF THE SOUTH CONCRETE RAILING
 AH4396', 1.3 FOOT NORTH OF THE SOUTH STEEL RAILING, AND FLUSH WITH THE
 AH4396'SIDEWALK.
 AH4396
 AH4396                          STATION RECOVERY (2004)
 AH4396
 AH4396'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4396'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4380 ***********************************************************************
 AH4380  DESIGNATION -  1985 W 1
 AH4380  PID         -  AH4380
 AH4380  STATE/COUNTY-  MN/DAKOTA
 AH4380  COUNTRY     -  US
 AH4380  USGS QUAD   -  ST PAUL SW (1993)
 AH4380
 AH4380                         *CURRENT SURVEY CONTROL
 AH4380  ______________________________________________________________________
 AH4380* NAD 83(1986) POSITION- 44 51 46.28   (N) 093 08 39.90   (W)   HD_HELD1  
 AH4380* NAVD 88 ORTHO HEIGHT -   268.170  (meters)     879.82  (feet) ADJUSTED  
 AH4380  ______________________________________________________________________
 AH4380  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AH4380  DYNAMIC HEIGHT  -        268.161 (meters)      879.79  (feet) COMP
 AH4380  MODELED GRAVITY -    980,577.5   (mgal)                       NAVD 88
 AH4380
 AH4380  VERT ORDER      -  SECOND    CLASS I
 AH4380
 AH4380.The horizontal coordinates were established by differentially corrected
 AH4380.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4380.
 AH4380.The orthometric height was determined by differential leveling and
 AH4380.adjusted in June 2000.
 AH4380
 AH4380.Photographs are available for this station.
 AH4380
 AH4380.The dynamic height is computed by dividing the NAVD 88
 AH4380.geopotential number by the normal gravity value computed on the
 AH4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4380.degrees latitude (g = 980.6199 gals.).
 AH4380
 AH4380.The modeled gravity was interpolated from observed gravity values.
 AH4380
 AH4380;                    North         East    Units  Estimated Accuracy
 AH4380;SPC MN S     -   307,340.5     867,615.6     MT  (+/- 3 meters HH1 GPS) 
 AH4380
 AH4380                          SUPERSEDED SURVEY CONTROL
 AH4380
 AH4380.No superseded survey control is available for this station.
 AH4380
 AH4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8859067725(NAD 83)
 AH4380
 AH4380_MARKER: DV = VERTICAL CONTROL DISK
 AH4380_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4380_SP_SET: BRIDGE RAILING
 AH4380_STAMPING: 1985 W 1 1988
 AH4380_MARK LOGO: MNDT  
 AH4380_PROJECTION: FLUSH
 AH4380_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4380+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 AH4380
 AH4380  HISTORY     - Date     Condition        Report By
 AH4380  HISTORY     - 1988     MONUMENTED       MNDT
 AH4380  HISTORY     - 20021012 GOOD             USPSQD
 AH4380  HISTORY     - 20050112 GOOD             USPSQD
 AH4380
 AH4380                          STATION DESCRIPTION
 AH4380
 AH4380'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4380'THE MARK IS LOCATED IN THE CITY OF MENDOTA HEIGHTS, AT THE JUNCTION OF
 AH4380'INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35E, AND IN THE SW 1/4
 AH4380'OF SECTION 35, T28N, R23W.  THE MARK IS 31.0 FEET SOUTH OF THE
 AH4380'CENTERLINE OF WESTBOUND HIGHWAY 494, AND 26.0 FEET WEST OF THE
 AH4380'SOUTHEAST CORNER OF THE SOUTH RAILING OF THE BRIDGE CARRYING WESTBOUND
 AH4380'HIGHWAY 494 OVER HIGHWAY 35E.  THE MARK, A STANDARD MNDT VERTICAL
 AH4380'CONTROL MONUMENT DISK STAMPED---1985 W 1 1988---, IS SET IN THE TOP OF
 AH4380'THE RAILING AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 19823.
 AH4380
 AH4380                          STATION RECOVERY (2002)
 AH4380
 AH4380'RECOVERY NOTE BY US POWER SQUADRON 2002
 AH4380'RECOVERED IN GOOD CONDITION.
 AH4380
 AH4380                          STATION RECOVERY (2005)
 AH4380
 AH4380'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH4380'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1690 ***********************************************************************
 RN1690  DESIGNATION -  2
 RN1690  PID         -  RN1690
 RN1690  STATE/COUNTY-  MN/ST LOUIS
 RN1690  COUNTRY     -  US
 RN1690  USGS QUAD   -  SUPERIOR (1994)
 RN1690
 RN1690                         *CURRENT SURVEY CONTROL
 RN1690  ______________________________________________________________________
 RN1690* NAD 83(2007) POSITION- 46 44 33.31611(N) 092 03 54.05760(W)   ADJUSTED  
 RN1690* NAD 83(2007) ELLIP HT-   155.909 (meters)        (02/10/07)   ADJUSTED
 RN1690* NAD 83(2007) EPOCH   -  2002.00
 RN1690* NAVD 88 ORTHO HEIGHT -   184.1    (meters)     604.    (feet) VERTCON   
 RN1690  ______________________________________________________________________
 RN1690  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 RN1690  NAD 83(2007) X  -   -157,779.248 (meters)                     COMP
 RN1690  NAD 83(2007) Y  - -4,375,835.524 (meters)                     COMP
 RN1690  NAD 83(2007) Z  -  4,622,315.266 (meters)                     COMP
 RN1690  LAPLACE CORR    -         -2.60  (seconds)                    DEFLEC09
 RN1690
 RN1690  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1690  Type                                         Horiz  Ellip  Dist(km)
 RN1690  -------------------------------------------------------------------
 RN1690  NETWORK                                       1.41   1.78
 RN1690  -------------------------------------------------------------------
 RN1690  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.46   1.78      4.56
 RN1690  -------------------------------------------------------------------
 RN1690  NOTE: Click here for information on individual local accuracy
 RN1690  values and other accuracy information.
 RN1690
 RN1690
 RN1690.The horizontal coordinates were established by GPS observations
 RN1690.and adjusted by the National Geodetic Survey in February 2007.
 RN1690
 RN1690.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1690.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1690
 RN1690.The horizontal coordinates are valid at the epoch date displayed above
 RN1690.which is a decimal equivalence of Year/Month/Day.
 RN1690
 RN1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1690
 RN1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1690
 RN1690.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1690
 RN1690.The ellipsoidal height was determined by GPS observations
 RN1690.and is referenced to NAD 83.
 RN1690
 RN1690. The following values were computed from the NAD 83(2007) position.
 RN1690
 RN1690;                    North         East     Units Scale Factor Converg.
 RN1690;SPC MN N     -   127,499.830   879,098.191   MT  1.00008290   +0 46 01.7
 RN1690;SPC MN N     -   418,305.69  2,884,174.65   sFT  1.00008290   +0 46 01.7
 RN1690;SPC WI N     -   177,212.762   442,208.898   MT  0.99999569   -1 29 22.7
 RN1690;SPC WI N     -   581,405.54  1,450,813.69   sFT  0.99999569   -1 29 22.7
 RN1690;UTM  15      - 5,176,983.906   571,423.178   MT  0.99966270   +0 40 51.5
 RN1690
 RN1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1690!SPC MN N     -   0.99997556  x   1.00008290  =   1.00005846
 RN1690!SPC WI N     -   0.99997556  x   0.99999569  =   0.99997125
 RN1690!UTM  15      -   0.99997556  x   0.99966270  =   0.99963827
 RN1690
 RN1690                          SUPERSEDED SURVEY CONTROL
 RN1690
 RN1690  NAD 83(1996)-  46 44 33.31595(N)    092 03 54.05825(W) AD(       ) 2
 RN1690  ELLIP H (03/16/99)  155.958  (m)                       GP(       ) 4 1
 RN1690  NAD 83(1991)-  46 44 33.31635(N)    092 03 54.05754(W) AD(       ) 2
 RN1690  ELLIP H (11/21/91)  155.885  (m)                       GP(       ) 4 1
 RN1690  NAD 83(1986)-  46 44 33.31323(N)    092 03 54.05907(W) AD(       ) 2
 RN1690  NGVD 29 (05/23/89)  184.1    (m)  RAPSU86 model used   GPS OBS        
 RN1690
 RN1690.Superseded values are not recommended for survey control.
 RN1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1690.See file dsdata.txt to determine how the superseded data were derived.
 RN1690
 RN1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM7142376983(NAD 83)
 RN1690
 RN1690_MARKER: DD = SURVEY DISK
 RN1690_SETTING: 0 = UNSPECIFIED SETTING
 RN1690_STAMPING: 2
 RN1690_MARK LOGO: USE   
 RN1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1690+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1690
 RN1690  HISTORY     - Date     Condition        Report By
 RN1690  HISTORY     - 1988     MONUMENTED       USE
 RN1690  HISTORY     - 19961005 GOOD             USPSQD
 RN1690
 RN1690                          STATION DESCRIPTION
 RN1690
 RN1690'DESCRIBED BY US ENGINEERS 1988
 RN1690'THE STATION IS SITUATED ON MINNESOTA POINT SOUTHEAST OF THE CITY OF
 RN1690'DULUTH.  TO REACH THE STATION FROM THE INTERSECTION OF SUPERIOR STREET
 RN1690'AND LAKE AVENUE, PROCEED IN A SOUTHEASTERLY DIRECTION ALONG LAKE
 RN1690'AVENUEFOR 0.8 KM (0.50 MI) TO THE DRAW BRIDGE OVER THE SHIP CANAL.
 RN1690'CONTINUE FOR 4.4 KM (2.75 MI) ALONG LAKE AVENUE AND MINNESOTA AVENUE
 RN1690'TO 39TH STREET SOUTH AND THE STATION ON THE RIGHT NEAR THE EDGE OF
 RN1690'SUPERIOR BAY.
 RN1690'THE STATION IS IN AN AREA OF FILL.  IT IS APPROXIMATELY 25 M
 RN1690'(82.0 FT) SOUTH OF THE CENTERLINE OF 39TH STREET SOUTH, 60.8 M
 RN1690'(199.5 FT) SOUTHWEST OF THE CENTERLINE OF MINNESOTA AVENUE AND
 RN1690'APPROXIMATELY 10.7 M (35.1 FT) NORTHEAST OF THE EDGE OF SUPERIOR BAY.
 RN1690'THE STATION IS A CORP OF ENGINEERS BRASS DISK SET IN CONCRETE FLUSH
 RN1690'WITH THE SURFACE.  IT IS STAMPED 2.
 RN1690
 RN1690                          STATION RECOVERY (1996)
 RN1690
 RN1690'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN1690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5907 ***********************************************************************
 DF5907  DESIGNATION -  2
 DF5907  PID         -  DF5907
 DF5907  STATE/COUNTY-  MN/PINE
 DF5907  COUNTRY     -  US
 DF5907  USGS QUAD   -  BASS CREEK (1983)
 DF5907
 DF5907                         *CURRENT SURVEY CONTROL
 DF5907  ______________________________________________________________________
 DF5907* NAD 83(2007) POSITION- 45 46 24.92949(N) 092 51 27.51054(W)   ADJUSTED  
 DF5907* NAD 83(2007) ELLIP HT-   259.808 (meters)        (02/10/07)   ADJUSTED
 DF5907* NAD 83(2007) EPOCH   -  2002.00
 DF5907* NAVD 88 ORTHO HEIGHT -   287.2    (meters)     942.    (feet) GPS OBS   
 DF5907  ______________________________________________________________________
 DF5907  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5907  GEOID HEIGHT    -        -27.33  (meters)                     GEOID99
 DF5907  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DF5907  NAD 83(2007) X  -   -222,180.390 (meters)                     COMP
 DF5907  NAD 83(2007) Y  - -4,451,027.192 (meters)                     COMP
 DF5907  NAD 83(2007) Z  -  4,547,916.849 (meters)                     COMP
 DF5907  LAPLACE CORR    -          8.45  (seconds)                    DEFLEC09
 DF5907
 DF5907  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5907  Type                                         Horiz  Ellip  Dist(km)
 DF5907  -------------------------------------------------------------------
 DF5907  NETWORK                                       1.20   0.80
 DF5907  -------------------------------------------------------------------
 DF5907  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.31   0.76      6.13
 DF5907  -------------------------------------------------------------------
 DF5907  NOTE: Click here for information on individual local accuracy
 DF5907  values and other accuracy information.
 DF5907
 DF5907
 DF5907.The horizontal coordinates were established by GPS observations
 DF5907.and adjusted by the National Geodetic Survey in February 2007.
 DF5907
 DF5907.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5907.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5907
 DF5907.The horizontal coordinates are valid at the epoch date displayed above
 DF5907.which is a decimal equivalence of Year/Month/Day.
 DF5907
 DF5907.The orthometric height was determined by GPS observations and a
 DF5907.high-resolution geoid model.
 DF5907
 DF5907.Photographs are available for this station.
 DF5907
 DF5907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5907
 DF5907.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5907
 DF5907.The ellipsoidal height was determined by GPS observations
 DF5907.and is referenced to NAD 83.
 DF5907
 DF5907. The following values were computed from the NAD 83(2007) position.
 DF5907
 DF5907;                    North         East     Units Scale Factor Converg.
 DF5907;SPC MN C     -   186,933.875   908,286.866   MT  0.99996969   +1 00 26.0
 DF5907;SPC MN C     -   613,298.89  2,979,937.83   sFT  0.99996969   +1 00 26.0
 DF5907;UTM  15      - 5,068,902.311   511,067.997   MT  0.99960151   +0 06 07.2
 DF5907
 DF5907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5907!SPC MN C     -   0.99995927  x   0.99996969  =   0.99992896
 DF5907!UTM  15      -   0.99995927  x   0.99960151  =   0.99956080
 DF5907
 DF5907                          SUPERSEDED SURVEY CONTROL
 DF5907
 DF5907  NAD 83(1996)-  45 46 24.92938(N)    092 51 27.51006(W) AD(       ) 1
 DF5907  ELLIP H (05/27/03)  259.853  (m)                       GP(       ) 3 1
 DF5907
 DF5907.Superseded values are not recommended for survey control.
 DF5907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5907.See file dsdata.txt to determine how the superseded data were derived.
 DF5907
 DF5907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1106768902(NAD 83)
 DF5907
 DF5907_MARKER: DD = SURVEY DISK
 DF5907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5907_STAMPING: NO 2
 DF5907_MARK LOGO: MN-115
 DF5907_PROJECTION: FLUSH
 DF5907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5907+STABILITY: SURFACE MOTION
 DF5907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5907+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 DF5907
 DF5907  HISTORY     - Date     Condition        Report By
 DF5907  HISTORY     - 1999     MONUMENTED       MN-115
 DF5907  HISTORY     - 20071008 GOOD             MNDT
 DF5907  HISTORY     - 20071101 GOOD             MNDT
 DF5907
 DF5907                          STATION DESCRIPTION
 DF5907
 DF5907'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5907'5 MI (8.0 KM) SE OF PINE CITY, 3 MI (4.8 KM) SOUTH ON TH 361 THEN 0.5
 DF5907'MI (0.8 KM) EAST ON CO RD 110 THEN 5 MI (8.0 KM) EAST ON TH 70, 64 FT
 DF5907'(19.5 M) NORTH OF TH 70, 49 FT (14.9 M) EAST OF CO RD 3, 1.5 FT (0.5
 DF5907'M) WEST OF WIT POST.
 DF5907
 DF5907                          STATION RECOVERY (2007)
 DF5907
 DF5907'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5907'RECOVERED AS DESCRIBED.
 DF5907
 DF5907                          STATION RECOVERY (2007)
 DF5907
 DF5907'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5907'THE MARK IS 9.0 MI (14.5 KM) SOUTHEAST OF PINE CITY.
 DF5907' 
 DF5907'3.0 MI SOUTH ALONG TRUNK HIGHWAY 361 FROM THE JUNCTION OF TRUNK
 DF5907'HIGHWAY 361 AND HILLSIDE AVENUE IN PINE CITY, THEN 0.5 MI (0.8 KM)
 DF5907'EAST ALONG COUNTY ROAD 110, THEN 5.0 MI (8.0 KM) EAST ALONG TRUNK
 DF5907'HIGHWAY 70 TO JUNCTION OF TRUNK HIGHWAY 70 AND COUNTY ROAD 3.
 DF5907' 
 DF5907'IT IS 64 FT (19.5 M) NORTH OF TRUNK HIGHWAY 70, 49 FT (14.9 M) EAST OF
 DF5907'COUNTY ROAD 3, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6105 ***********************************************************************
 DH6105  DESIGNATION -  2 CDL
 DH6105  PID         -  DH6105
 DH6105  STATE/COUNTY-  MN/MAHNOMEN
 DH6105  COUNTRY     -  US
 DH6105  USGS QUAD   -  MAHNOMEN (1969)
 DH6105
 DH6105                         *CURRENT SURVEY CONTROL
 DH6105  ______________________________________________________________________
 DH6105* NAD 83(1986) POSITION- 47 15 11.     (N) 095 57 17.     (W)   SCALED    
 DH6105* NAVD 88 ORTHO HEIGHT -   379.813  (meters)    1246.10  (feet) ADJUSTED  
 DH6105  ______________________________________________________________________
 DH6105  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DH6105  DYNAMIC HEIGHT  -        379.852 (meters)     1246.23  (feet) COMP
 DH6105  MODELED GRAVITY -    980,703.5   (mgal)                       NAVD 88
 DH6105
 DH6105  VERT ORDER      -  THIRD
 DH6105
 DH6105.The horizontal coordinates were scaled from a topographic map and have
 DH6105.an estimated accuracy of +/- 6 seconds.
 DH6105.
 DH6105.The orthometric height was determined by differential leveling and
 DH6105.adjusted in May 2009.
 DH6105
 DH6105.The dynamic height is computed by dividing the NAVD 88
 DH6105.geopotential number by the normal gravity value computed on the
 DH6105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6105.degrees latitude (g = 980.6199 gals.).
 DH6105
 DH6105.The modeled gravity was interpolated from observed gravity values.
 DH6105
 DH6105;                    North         East    Units  Estimated Accuracy
 DH6105;SPC MN N     -   187,710.      583,970.      MT  (+/- 180 meters Scaled)
 DH6105
 DH6105                          SUPERSEDED SURVEY CONTROL
 DH6105
 DH6105.No superseded survey control is available for this station.
 DH6105
 DH6105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN764375(NAD 83)
 DH6105
 DH6105_MARKER: DB = BENCH MARK DISK
 DH6105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6105_STAMPING: 2 CDL 1967
 DH6105_MARK LOGO: USGS  
 DH6105_PROJECTION: FLUSH
 DH6105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6105_ROD/PIPE-DEPTH:  4.6 meters
 DH6105
 DH6105  HISTORY     - Date     Condition        Report By
 DH6105  HISTORY     - 1967     MONUMENTED       USGS
 DH6105
 DH6105                          STATION DESCRIPTION
 DH6105
 DH6105'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6105'MAHNOMEN, 4.0 MI (6.4 KM) SOUTH AND 0.5 MI (0.8 KM) EAST OF, T. 144
 DH6105'N., R. 42 W., NEAR THE CORNER OF SECTIONS 25, 26, 35 AND 36, 38.8 FT.
 DH6105'NORTH, 31.7 FT. WEST OF AND 0.4 FT. LOWER THAN CERTER OF RD. AT T-RD.
 DH6105'NORTH, 2.5 FT. NORTH AND 5.0 FT. WEST OF A FENCE CORNER, 1.5 FT. EAST
 DH6105'OF A WITNESS POST, SET ON TOP OF A 1/2 INCH COPPER COATED STEEL ROD,
 DH6105'DRIVEN 15 FT. INTO THE GROUND AND SURROUNDED BY A 6 INCH TILE, A
 DH6105'STANDARD TABLET STAMPED 2 CDL 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0670 ***********************************************************************
 SK0670  DESIGNATION -  2 CER
 SK0670  PID         -  SK0670
 SK0670  STATE/COUNTY-  MN/CLEARWATER
 SK0670  COUNTRY     -  US
 SK0670  USGS QUAD   -  SHEVLIN (1969)
 SK0670
 SK0670                         *CURRENT SURVEY CONTROL
 SK0670  ______________________________________________________________________
 SK0670* NAD 83(1986) POSITION- 47 35 08.     (N) 095 16 10.     (W)   SCALED    
 SK0670* NAVD 88 ORTHO HEIGHT -   436.098  (meters)    1430.76  (feet) ADJUSTED  
 SK0670  ______________________________________________________________________
 SK0670  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 SK0670  DYNAMIC HEIGHT  -        436.146 (meters)     1430.92  (feet) COMP
 SK0670  MODELED GRAVITY -    980,710.3   (mgal)                       NAVD 88
 SK0670
 SK0670  VERT ORDER      -  SECOND    CLASS 0
 SK0670
 SK0670.The horizontal coordinates were scaled from a topographic map and have
 SK0670.an estimated accuracy of +/- 6 seconds.
 SK0670.
 SK0670.The orthometric height was determined by differential leveling and
 SK0670.adjusted in June 1991.
 SK0670
 SK0670.The dynamic height is computed by dividing the NAVD 88
 SK0670.geopotential number by the normal gravity value computed on the
 SK0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0670.degrees latitude (g = 980.6199 gals.).
 SK0670
 SK0670.The modeled gravity was interpolated from observed gravity values.
 SK0670
 SK0670;                    North         East    Units  Estimated Accuracy
 SK0670;SPC MN N     -   222,970.      636,850.      MT  (+/- 180 meters Scaled)
 SK0670
 SK0670                          SUPERSEDED SURVEY CONTROL
 SK0670
 SK0670  NGVD 29 (??/??/92)  435.75   (m)         1429.6    (f) COMPUTED    2 0
 SK0670
 SK0670.Superseded values are not recommended for survey control.
 SK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0670.See file dsdata.txt to determine how the superseded data were derived.
 SK0670
 SK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293727(NAD 83)
 SK0670
 SK0670_MARKER: DB = BENCH MARK DISK
 SK0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SK0670_SP_SET: CONCRETE WINGWALL
 SK0670_STAMPING: 2 CER 1967
 SK0670_MARK LOGO: USGS  
 SK0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0670+STABILITY: SURFACE MOTION
 SK0670
 SK0670  HISTORY     - Date     Condition        Report By
 SK0670  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0670
 SK0670                          STATION DESCRIPTION
 SK0670
 SK0670'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0670'6.3 KM (3.90 MI) NNW FROM SHELVIN.
 SK0670'SHEVLIN, CLEARWATER CO., 4.0 MI NORTH AND 0.5 MI WEST OF, T. 147 N.,
 SK0670'R. 36 W., NEAR THE NORTH 1/16 CORNER OF SECTIONS 4 AND 5, 550 FT SE.
 SK0670'OF A T-RD. WEST, AND 0.4 FT LOWER THAN, 17 FT NW. AND 16 FT NE. OF
 SK0670'CENTER OF BRIDGE, IN THE NORTH MOST WINGWALL OF A CONCRETE BRIDGE,
 SK0670'OVER THE CLEARWATER RIVER, A STANDARD TABLET STAMPED 2 CER 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0671 ***********************************************************************
 SK0671  DESIGNATION -  2 CER A TBM
 SK0671  PID         -  SK0671
 SK0671  STATE/COUNTY-  MN/CLEARWATER
 SK0671  COUNTRY     -  US
 SK0671  USGS QUAD   -  SHEVLIN (1969)
 SK0671
 SK0671                         *CURRENT SURVEY CONTROL
 SK0671  ______________________________________________________________________
 SK0671* NAD 83(1986) POSITION- 47 36 08.     (N) 095 16 11.     (W)   SCALED    
 SK0671* NAVD 88 ORTHO HEIGHT -   455.211  (meters)    1493.47  (feet) ADJUSTED  
 SK0671  ______________________________________________________________________
 SK0671  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 SK0671  DYNAMIC HEIGHT  -        455.263 (meters)     1493.64  (feet) COMP
 SK0671  MODELED GRAVITY -    980,713.8   (mgal)                       NAVD 88
 SK0671
 SK0671  VERT ORDER      -  SECOND    CLASS 0
 SK0671
 SK0671.The horizontal coordinates were scaled from a topographic map and have
 SK0671.an estimated accuracy of +/- 6 seconds.
 SK0671.
 SK0671.The orthometric height was determined by differential leveling and
 SK0671.adjusted in June 1991.
 SK0671
 SK0671.The dynamic height is computed by dividing the NAVD 88
 SK0671.geopotential number by the normal gravity value computed on the
 SK0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0671.degrees latitude (g = 980.6199 gals.).
 SK0671
 SK0671.The modeled gravity was interpolated from observed gravity values.
 SK0671
 SK0671;                    North         East    Units  Estimated Accuracy
 SK0671;SPC MN N     -   224,830.      636,880.      MT  (+/- 180 meters Scaled)
 SK0671
 SK0671                          SUPERSEDED SURVEY CONTROL
 SK0671
 SK0671  NGVD 29 (??/??/92)  454.86   (m)         1492.3    (f) COMPUTED    2 0
 SK0671
 SK0671.Superseded values are not recommended for survey control.
 SK0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0671.See file dsdata.txt to determine how the superseded data were derived.
 SK0671
 SK0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293745(NAD 83)
 SK0671
 SK0671_MARKER: Z = SEE DESCRIPTION
 SK0671_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0671_SP_SET: IN METAL CULVERT
 SK0671_STAMPING: 2 CER A TBM
 SK0671_MARK LOGO: NONE  
 SK0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0671
 SK0671  HISTORY     - Date     Condition        Report By
 SK0671  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0671
 SK0671                          STATION DESCRIPTION
 SK0671
 SK0671'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0671'8.2 KM (5.10 MI) NNW FROM SHELVIN.
 SK0671'TBM 2 CER A, ABOUT 1.2 MI NORTH OF TABLET, 19 FT SOUTH AND 40 FT EAST
 SK0671'OF A T-DRIVE EAST AND 4.3 FT LOWER THAN, ON THE SOUTH END OF AN 18
 SK0671'IN. CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0669 ***********************************************************************
 SK0669  DESIGNATION -  2 CER RM
 SK0669  PID         -  SK0669
 SK0669  STATE/COUNTY-  MN/CLEARWATER
 SK0669  COUNTRY     -  US
 SK0669  USGS QUAD   -  SHEVLIN (1969)
 SK0669
 SK0669                         *CURRENT SURVEY CONTROL
 SK0669  ______________________________________________________________________
 SK0669* NAD 83(1986) POSITION- 47 35 08.     (N) 095 16 10.     (W)   SCALED    
 SK0669* NAVD 88 ORTHO HEIGHT -   436.110  (meters)    1430.80  (feet) ADJUSTED  
 SK0669  ______________________________________________________________________
 SK0669  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 SK0669  DYNAMIC HEIGHT  -        436.158 (meters)     1430.96  (feet) COMP
 SK0669  MODELED GRAVITY -    980,710.3   (mgal)                       NAVD 88
 SK0669
 SK0669  VERT ORDER      -  SECOND    CLASS 0
 SK0669
 SK0669.The horizontal coordinates were scaled from a topographic map and have
 SK0669.an estimated accuracy of +/- 6 seconds.
 SK0669.
 SK0669.The orthometric height was determined by differential leveling and
 SK0669.adjusted in June 1991.
 SK0669
 SK0669.The dynamic height is computed by dividing the NAVD 88
 SK0669.geopotential number by the normal gravity value computed on the
 SK0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0669.degrees latitude (g = 980.6199 gals.).
 SK0669
 SK0669.The modeled gravity was interpolated from observed gravity values.
 SK0669
 SK0669;                    North         East    Units  Estimated Accuracy
 SK0669;SPC MN N     -   222,970.      636,850.      MT  (+/- 180 meters Scaled)
 SK0669
 SK0669                          SUPERSEDED SURVEY CONTROL
 SK0669
 SK0669  NGVD 29 (??/??/92)  435.76   (m)         1429.7    (f) COMPUTED    2 0
 SK0669
 SK0669.Superseded values are not recommended for survey control.
 SK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0669.See file dsdata.txt to determine how the superseded data were derived.
 SK0669
 SK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293727(NAD 83)
 SK0669
 SK0669_MARKER: Q = CHISELED SQUARE
 SK0669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0669_SP_SET: CONCRETE WINGWALL
 SK0669_STAMPING: 2 CER RM
 SK0669_MARK LOGO: NONE  
 SK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0669+STABILITY: SURFACE MOTION
 SK0669
 SK0669  HISTORY     - Date     Condition        Report By
 SK0669  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0669
 SK0669                          STATION DESCRIPTION
 SK0669
 SK0669'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0669'6.3 KM (3.90 MI) NNW FROM SHELVIN.
 SK0669'REFERENCE MARK, 41 FT SW. OF TABLET, 17 FT SE. AND 16 FT SW. OF CENTER
 SK0669'OF BRIDGE, ON THE SOUTH MOST WINGWALL OF BRIDGE, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8136 ***********************************************************************
 AC8136  DESIGNATION -  2 DEM
 AC8136  PID         -  AC8136
 AC8136  STATE/COUNTY-  MN/SCOTT
 AC8136  COUNTRY     -  US
 AC8136  USGS QUAD   -  JORDAN EAST (1981)
 AC8136
 AC8136                         *CURRENT SURVEY CONTROL
 AC8136  ______________________________________________________________________
 AC8136* NAD 83(1986) POSITION- 44 37 50.33   (N) 093 30 07.56   (W)   HD_HELD1  
 AC8136* NAVD 88 ORTHO HEIGHT -   295.092  (meters)     968.15  (feet) ADJUSTED  
 AC8136  ______________________________________________________________________
 AC8136  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 AC8136  DYNAMIC HEIGHT  -        295.077 (meters)      968.10  (feet) COMP
 AC8136  MODELED GRAVITY -    980,555.4   (mgal)                       NAVD 88
 AC8136
 AC8136  VERT ORDER      -  SECOND    CLASS I
 AC8136
 AC8136.The horizontal coordinates were established by differentially corrected
 AC8136.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8136.
 AC8136.The orthometric height was determined by differential leveling and
 AC8136.adjusted in September 1997.
 AC8136
 AC8136.Photographs are available for this station.
 AC8136
 AC8136.The dynamic height is computed by dividing the NAVD 88
 AC8136.geopotential number by the normal gravity value computed on the
 AC8136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8136.degrees latitude (g = 980.6199 gals.).
 AC8136
 AC8136.The modeled gravity was interpolated from observed gravity values.
 AC8136
 AC8136;                    North         East    Units  Estimated Accuracy
 AC8136;SPC MN S     -   281,304.1     839,506.0     MT  (+/- 3 meters HH1 GPS) 
 AC8136
 AC8136                          SUPERSEDED SURVEY CONTROL
 AC8136
 AC8136.No superseded survey control is available for this station.
 AC8136
 AC8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6017342043(NAD 83)
 AC8136
 AC8136_MARKER: DD = SURVEY DISK
 AC8136_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8136_STAMPING: 2 DEM 1974
 AC8136_MARK LOGO: USGS  
 AC8136_PROJECTION: FLUSH
 AC8136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8136
 AC8136  HISTORY     - Date     Condition        Report By
 AC8136  HISTORY     - 1974     MONUMENTED       USGS
 AC8136  HISTORY     - 1980     GOOD             MNDT
 AC8136  HISTORY     - 20051015 POOR             USPSQD
 AC8136  HISTORY     - 20080528 GOOD             MNDT
 AC8136
 AC8136                          STATION DESCRIPTION
 AC8136
 AC8136'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8136'THE MARK IS LOCATED 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 AC8136'JUNCTION WITH COUNTY ROAD 10 IN LYDIA, OR 6 MILES NORTH ALONG TRUNK
 AC8136'HIGHWAY 13 FROM ITS EAST JUNCTION WITH TRUNK HIGHWAY 19, IN THE SE 1/4
 AC8136'OF SECTION 31, T114N, R22W.  THE MARK IS IN THE NORTHWEST QUADRANT OF
 AC8136'THE INTERSECTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 8, 95 FEET WEST
 AC8136'OF THE CENTERLINE OF TRUNK HIGHWAY 13 AT MILEPOINT 76.9, 52 FEET NORTH
 AC8136'OF THE CENTERLINE OF COUNTY ROAD 8, 2 FEET EAST OF A POWER POLE, AND
 AC8136'1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 AC8136'BENCH MARK DISK STAMPED---2 DEM 1974---, IS SET ON THE TOP OF A 5/8
 AC8136'INCH DIAMETER COPPER COATED STEEL ROD THAT IS SET IN A 6 INCH DIAMETER
 AC8136'DRAIN TILE THAT IS BURIED 5 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8136
 AC8136                          STATION RECOVERY (2005)
 AC8136
 AC8136'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AC8136'MARK ID IS DIFFICULT TO READ AND IN POOR CONDITION
 AC8136
 AC8136                          STATION RECOVERY (2008)
 AC8136
 AC8136'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8136'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF NEW
 AC8136'PRAGUE, 6.9 MI (11.1 KM) SOUTHWEST OF PRIOR LAKE AND 6.6 MI (10.6 KM)
 AC8136'EAST-SOUTHEAST OF JORDAN.
 AC8136' 
 AC8136'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) SOUTH OF THE JUNCTION OF TRUNK
 AC8136'HIGHWAY 13 AND COUNTY ROAD 10 AT LYDIA, 6 MI (9.7 KM) NORTH OF TRUNK
 AC8136'HIGHWAY 19, 95 FT (29.0 M) WEST OF TRUNK HIGHWAY 13, AT TRUNK HIGHWAY
 AC8136'13 MILE POINT 76.9, 52 FT (15.8 M) NORTH OF COUNTY ROAD 8, 9.25 FT
 AC8136'(2.8 M) SOUTH-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M) EAST OF A
 AC8136'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4114 ***********************************************************************
 DI4114  DESIGNATION -  2 DHB
 DI4114  PID         -  DI4114
 DI4114  STATE/COUNTY-  MN/CLAY
 DI4114  COUNTRY     -  US
 DI4114  USGS QUAD   -  FELTON (1966)
 DI4114
 DI4114                         *CURRENT SURVEY CONTROL
 DI4114  ______________________________________________________________________
 DI4114* NAD 83(2007) POSITION- 47 07 22.40590(N) 096 36 22.00729(W)   ADJUSTED  
 DI4114* NAD 83(2007) ELLIP HT-   246.262 (meters)        (07/07/11)   ADJUSTED
 DI4114* NAD 83(2007) EPOCH   -  2002.00
 DI4114* NAVD 88 ORTHO HEIGHT -   272.7    (meters)     895.    (feet) GPS OBS   
 DI4114  ______________________________________________________________________
 DI4114  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4114  GEOID HEIGHT    -        -26.47  (meters)                     GEOID03
 DI4114  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DI4114  NAD 83(2007) X  -   -500,190.711 (meters)                     COMP
 DI4114  NAD 83(2007) Y  - -4,318,985.953 (meters)                     COMP
 DI4114  NAD 83(2007) Z  -  4,651,251.986 (meters)                     COMP
 DI4114  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC09
 DI4114  HORZ ORDER      -  FIRST
 DI4114  ELLP ORDER      -  FOURTH    CLASS I
 DI4114
 DI4114.The horizontal coordinates were established by GPS observations
 DI4114.and adjusted by the National Geodetic Survey in July 2011.
 DI4114
 DI4114.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4114.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4114
 DI4114.The horizontal coordinates are valid at the epoch date displayed above
 DI4114.which is a decimal equivalence of Year/Month/Day.
 DI4114
 DI4114.The orthometric height was determined by GPS observations and a
 DI4114.high-resolution geoid model.
 DI4114
 DI4114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4114
 DI4114.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4114
 DI4114.The ellipsoidal height was determined by GPS observations
 DI4114.and is referenced to NAD 83.
 DI4114
 DI4114. The following values were computed from the NAD 83(2007) position.
 DI4114
 DI4114;                    North         East     Units Scale Factor Converg.
 DI4114;SPC MN C     -   338,621.304   621,238.126   MT  1.00001675   -1 42 15.8
 DI4114;SPC MN C     - 1,110,960.06  2,038,178.75   sFT  1.00001675   -1 42 15.8
 DI4114;UTM  14      - 5,221,601.141   681,575.061   MT  1.00000521   +1 45 17.1
 DI4114
 DI4114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4114!SPC MN C     -   0.99996140  x   1.00001675  =   0.99997815
 DI4114!UTM  14      -   0.99996140  x   1.00000521  =   0.99996661
 DI4114
 DI4114                          SUPERSEDED SURVEY CONTROL
 DI4114
 DI4114  NAD 83(1996)-  47 07 22.40548(N)    096 36 22.00726(W) AD(       ) 1
 DI4114  ELLIP H (03/19/07)  246.270  (m)                       GP(       ) 4 1
 DI4114
 DI4114.Superseded values are not recommended for survey control.
 DI4114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4114.See file dsdata.txt to determine how the superseded data were derived.
 DI4114
 DI4114_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT8157521601(NAD 83)
 DI4114
 DI4114_MARKER: DD = SURVEY DISK
 DI4114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4114_STAMPING: 2 DHB 1965
 DI4114_MARK LOGO: USGS  
 DI4114_PROJECTION: FLUSH
 DI4114_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI4114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4114+STABILITY: SURFACE MOTION
 DI4114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4114+SATELLITE: SATELLITE OBSERVATIONS - 1965
 DI4114
 DI4114  HISTORY     - Date     Condition        Report By
 DI4114  HISTORY     - 1965     MONUMENTED       USGS
 DI4114
 DI4114                          STATION DESCRIPTION
 DI4114
 DI4114'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DI4114'3.0 MILES NORTH ALONG TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9
 DI4114'AND COUNTY ROAD 34 IN FELTON, THEN 5.0 MILES WEST ON 190TH AVENUE
 DI4114'NORTH, 51 FEET EAST OF 90TH STREET NORTH, 48 FEET NORTH OF 190TH
 DI4114'AVENUE NORTH, 3 FEET SOUTH OF POWER POLE, 0.5 FEET WEST OF WITNESS
 DI4114'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4955 ***********************************************************************
 DH4955  DESIGNATION -  2 DNB
 DH4955  PID         -  DH4955
 DH4955  STATE/COUNTY-  MN/PINE
 DH4955  COUNTRY     -  US
 DH4955  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DH4955
 DH4955                         *CURRENT SURVEY CONTROL
 DH4955  ______________________________________________________________________
 DH4955* NAD 83(1986) POSITION- 46 00 40.76   (N) 092 52 08.39   (W)   HD_HELD1  
 DH4955* NAVD 88 ORTHO HEIGHT -   300.004  (meters)     984.26  (feet) ADJUSTED  
 DH4955  ______________________________________________________________________
 DH4955  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DH4955  DYNAMIC HEIGHT  -        300.012 (meters)      984.29  (feet) COMP
 DH4955  MODELED GRAVITY -    980,634.0   (mgal)                       NAVD 88
 DH4955
 DH4955  VERT ORDER      -  SECOND    CLASS I
 DH4955
 DH4955.The horizontal coordinates were established by differentially corrected
 DH4955.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DH4955.
 DH4955.The orthometric height was determined by differential leveling and
 DH4955.adjusted in March 2006.
 DH4955
 DH4955.No vertical observational check was made to the station.
 DH4955
 DH4955.Photographs are available for this station.
 DH4955
 DH4955.The dynamic height is computed by dividing the NAVD 88
 DH4955.geopotential number by the normal gravity value computed on the
 DH4955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4955.degrees latitude (g = 980.6199 gals.).
 DH4955
 DH4955.The modeled gravity was interpolated from observed gravity values.
 DH4955
 DH4955;                    North         East    Units  Estimated Accuracy
 DH4955;SPC MN C     -   213,336.7     906,943.1     MT  (+/- 3 meters HH1 GPS) 
 DH4955
 DH4955                          SUPERSEDED SURVEY CONTROL
 DH4955
 DH4955.No superseded survey control is available for this station.
 DH4955
 DH4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL1014195313(NAD 83)
 DH4955
 DH4955_MARKER: DD = SURVEY DISK
 DH4955_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH4955_STAMPING: 2 DNB 1978
 DH4955_MARK LOGO: DI    
 DH4955_PROJECTION: RECESSED 0 CENTIMETERS
 DH4955_MAGNETIC: I = MARKER IS A STEEL ROD
 DH4955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4955+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2008
 DH4955
 DH4955  HISTORY     - Date     Condition        Report By
 DH4955  HISTORY     - 1978     MONUMENTED       USGS
 DH4955  HISTORY     - 19970409 GOOD             MNDT
 DH4955  HISTORY     - 20080124 GOOD             MNDT
 DH4955
 DH4955                          STATION DESCRIPTION
 DH4955
 DH4955'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DH4955'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.25 MI (5.23
 DH4955'KM) EAST ON TH 48 FROM JCT OF TH 48 AND FAI 35 AT HINCKLEY, 388 FT
 DH4955'(118.3 M) WEST OF SEC LINE FENCE AND HWY AT SEC COR, 75.3 FT (23.0 M)
 DH4955'NORTH AND 105 FT (32.0 M) WEST OF TH 48 AT DRIVE NORTH, 14.5 FT (4.4
 DH4955'M) WEST OF P-POLE, 2.8 FT (0.9 M) WSW OF R/W MON AND WIT POST,
 DH4955'MAGNETIC, AND SUITABLE FOR GPS.
 DH4955
 DH4955                          STATION RECOVERY (2008)
 DH4955
 DH4955'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DH4955'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6147 ***********************************************************************
 DK6147  DESIGNATION -  2 EV
 DK6147  PID         -  DK6147
 DK6147  STATE/COUNTY-  MN/MARSHALL
 DK6147  COUNTRY     -  US
 DK6147  USGS QUAD   -  MIDDLE RIVER NE (1982)
 DK6147
 DK6147                         *CURRENT SURVEY CONTROL
 DK6147  ______________________________________________________________________
 DK6147* NAD 83(2007) POSITION- 48 29 08.79127(N) 096 00 57.46206(W)   ADJUSTED  
 DK6147* NAD 83(2007) ELLIP HT-   334.666 (meters)        (07/11/08)   ADJUSTED
 DK6147* NAD 83(2007) EPOCH   -  2002.00
 DK6147* NAVD 88 ORTHO HEIGHT -   361.9    (meters)    1187.    (feet) GPS OBS   
 DK6147  ______________________________________________________________________
 DK6147  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6147  GEOID HEIGHT    -        -27.29  (meters)                     GEOID03
 DK6147  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DK6147  NAD 83(2007) X  -   -443,918.997 (meters)                     COMP
 DK6147  NAD 83(2007) Y  - -4,212,318.498 (meters)                     COMP
 DK6147  NAD 83(2007) Z  -  4,753,099.956 (meters)                     COMP
 DK6147  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC09
 DK6147  HORZ ORDER      -  FIRST
 DK6147  ELLP ORDER      -  FIRST     CLASS I
 DK6147
 DK6147.The horizontal coordinates were established by GPS observations
 DK6147.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6147
 DK6147.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6147.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6147
 DK6147.The horizontal coordinates are valid at the epoch date displayed above
 DK6147.which is a decimal equivalence of Year/Month/Day.
 DK6147
 DK6147.The orthometric height was determined by GPS observations and a
 DK6147.high-resolution geoid model.
 DK6147
 DK6147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6147
 DK6147.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6147
 DK6147.The ellipsoidal height was determined by GPS observations
 DK6147.and is referenced to NAD 83.
 DK6147
 DK6147. The following values were computed from the NAD 83(2007) position.
 DK6147
 DK6147;                    North         East     Units Scale Factor Converg.
 DK6147;SPC MN N     -   324,837.847   584,504.195   MT  0.99996731   -2 09 40.9
 DK6147;SPC MN N     - 1,065,738.84  1,917,660.85   sFT  0.99996731   -2 09 40.9
 DK6147;UTM  14      - 5,374,595.525   720,486.088   MT  1.00019732   +2 14 07.1
 DK6147;UTM  15      - 5,374,688.079   277,155.405   MT  1.00021017   -2 15 33.3
 DK6147
 DK6147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6147!SPC MN N     -   0.99994755  x   0.99996731  =   0.99991486
 DK6147!UTM  14      -   0.99994755  x   1.00019732  =   1.00014486
 DK6147!UTM  15      -   0.99994755  x   1.00021017  =   1.00015771
 DK6147
 DK6147                          SUPERSEDED SURVEY CONTROL
 DK6147
 DK6147.No superseded survey control is available for this station.
 DK6147
 DK6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU2048674595(NAD 83)
 DK6147
 DK6147_MARKER: DB = BENCH MARK DISK
 DK6147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6147_STAMPING: 2 EV 1959
 DK6147_MARK LOGO: USGS  
 DK6147_PROJECTION: FLUSH
 DK6147_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK6147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6147+STABILITY: SURFACE MOTION
 DK6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6147+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2007
 DK6147
 DK6147  HISTORY     - Date     Condition        Report By
 DK6147  HISTORY     - 1959     MONUMENTED       USGS
 DK6147  HISTORY     - 20071219 GOOD             MN-089
 DK6147
 DK6147                          STATION DESCRIPTION
 DK6147
 DK6147'DESCRIBED BY MARSHALL COUNTY MINNESOTA 2007 (BAK)
 DK6147'3.5 MILES NORTH AND 6.6 MILES EAST OF MIDDLE RIVER 7.0 MILES EAST
 DK6147'ALONG COUNTY ROAD 6 FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK
 DK6147'HIGHWAY 32 IN MIDDLE RIVER, THENCE 3.05 MILES NORTH ALONG 210TH AVENUE
 DK6147'NORTHEAST, 35 FEET NORTH AND 41 FEET WEST OF RIGHT ANGLE TURN, 33 FEET
 DK6147'WEST OF FIELD ROAD, 24 FEET WEST-NORTHWEST OF WEST END OF METAL
 DK6147'CULVERT, 2 FEET EAST OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3402 ***********************************************************************
 PP3402  DESIGNATION -  2 GAF
 PP3402  PID         -  PP3402
 PP3402  STATE/COUNTY-  MN/DAKOTA
 PP3402  COUNTRY     -  US
 PP3402  USGS QUAD   -  MIESVILLE (1974)
 PP3402
 PP3402                         *CURRENT SURVEY CONTROL
 PP3402  ______________________________________________________________________
 PP3402* NAD 83(1986) POSITION- 44 36 04.92   (N) 092 51 25.96   (W)   HD_HELD1  
 PP3402* NAVD 88 ORTHO HEIGHT -   289.062  (meters)     948.36  (feet) ADJUSTED  
 PP3402  ______________________________________________________________________
 PP3402  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 PP3402  DYNAMIC HEIGHT  -        289.022 (meters)      948.23  (feet) COMP
 PP3402  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PP3402
 PP3402  VERT ORDER      -  SECOND    CLASS I
 PP3402
 PP3402.The horizontal coordinates were established by differentially corrected
 PP3402.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3402.
 PP3402.The orthometric height was determined by differential leveling and
 PP3402.adjusted in June 1995.
 PP3402
 PP3402.Photographs are available for this station.
 PP3402
 PP3402.The dynamic height is computed by dividing the NAVD 88
 PP3402.geopotential number by the normal gravity value computed on the
 PP3402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3402.degrees latitude (g = 980.6199 gals.).
 PP3402
 PP3402.The modeled gravity was interpolated from observed gravity values.
 PP3402
 PP3402;                    North         East    Units  Estimated Accuracy
 PP3402;SPC MN S     -   278,564.4     890,718.0     MT  (+/- 3 meters HH1 GPS) 
 PP3402
 PP3402                          SUPERSEDED SURVEY CONTROL
 PP3402
 PP3402.No superseded survey control is available for this station.
 PP3402
 PP3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1133138678(NAD 83)
 PP3402
 PP3402_MARKER: DB = BENCH MARK DISK
 PP3402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3402_SP_SET: CONCRETE POST
 PP3402_STAMPING: 2 GAF 1955
 PP3402_MARK LOGO: USGS  
 PP3402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3402+STABILITY: SURFACE MOTION
 PP3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3402+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 PP3402
 PP3402  HISTORY     - Date     Condition        Report By
 PP3402  HISTORY     - 1955     MONUMENTED       USGS
 PP3402  HISTORY     - 19880808 GOOD             MNDT
 PP3402  HISTORY     - 20021207 GOOD             USPSQD
 PP3402  HISTORY     - 20040727 GOOD             USPSQD
 PP3402
 PP3402                          STATION DESCRIPTION
 PP3402
 PP3402'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3402'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) WEST OF THE CITY OF
 PP3402'MIESVILLE, 1.1 MI (1.8 KM) WEST ALONG TRUNK HIGHWAY 61 FROM THE WEST
 PP3402'BOUNDARY OF MIESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 50, THENCE WEST
 PP3402'ALONG HIGHWAY 50 FOR 0.1 MI (0.2 KM) TO ITS JUNCTION WITH TRUNK
 PP3402'HIGHWAY 20, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF HIGHWAYS
 PP3402'20 AND 50 AND IN THE SE 1/4 OF SECTION 9, T113N, R17W.  THE MARK IS
 PP3402'10.5 FT (3.2 M) NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PP3402'HIGHWAY 50 AT MILEPOINT 25.7, 46.0 FT (14.0 M) WEST-NORTHWEST OF THE
 PP3402'EXTENDED CENTERLINE OF HIGHWAY 20, 72.8 FT (22.2 M) NORTH-NORTHEAST
 PP3402'OF A LIGHT STANDARD, 32.8 FT (10.0 M) NORTH-NORTHEAST OF A TELEPHONE
 PP3402'CABLE MARKER POST, 29.5 FT (9.0 M) SOUTH-SOUTHWEST OF POWER POLE
 PP3402'NUMBER 120 AND 0.6 FT (0.2 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.
 PP3402'THE MARK, A STANDARD USGS SURVEY DISK STAMPED---2 GAF 1955---, IS
 PP3402'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE
 PP3402'SURFACE OF THE GROUND.
 PP3402
 PP3402                          STATION RECOVERY (2002)
 PP3402
 PP3402'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP3402'RECOVERED IN GOOD CONDITION.
 PP3402
 PP3402                          STATION RECOVERY (2004)
 PP3402
 PP3402'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP3402'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4765 ***********************************************************************
 DF4765  DESIGNATION -  2 GJS
 DF4765  PID         -  DF4765
 DF4765  STATE/COUNTY-  MN/DODGE
 DF4765  COUNTRY     -  US
 DF4765  USGS QUAD   -  HAYFIELD (1966)
 DF4765
 DF4765                         *CURRENT SURVEY CONTROL
 DF4765  ______________________________________________________________________
 DF4765* NAD 83(2007) POSITION- 43 59 11.71499(N) 092 50 21.76153(W)   ADJUSTED  
 DF4765* NAD 83(2007) ELLIP HT-   367.896 (meters)        (02/10/07)   ADJUSTED
 DF4765* NAD 83(2007) EPOCH   -  2002.00
 DF4765* NAVD 88 ORTHO HEIGHT -   397.4    (meters)    1304.    (feet) GPS OBS   
 DF4765  ______________________________________________________________________
 DF4765  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4765  GEOID HEIGHT    -        -29.43  (meters)                     GEOID99
 DF4765  GEOID HEIGHT    -        -29.47  (meters)                     GEOID09
 DF4765  NAD 83(2007) X  -   -227,706.902 (meters)                     COMP
 DF4765  NAD 83(2007) Y  - -4,591,132.842 (meters)                     COMP
 DF4765  NAD 83(2007) Z  -  4,407,274.965 (meters)                     COMP
 DF4765  LAPLACE CORR    -         -9.03  (seconds)                    DEFLEC09
 DF4765
 DF4765  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4765  Type                                         Horiz  Ellip  Dist(km)
 DF4765  -------------------------------------------------------------------
 DF4765  NETWORK                                       1.34   1.12
 DF4765  -------------------------------------------------------------------
 DF4765  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.45   1.18     11.14
 DF4765  -------------------------------------------------------------------
 DF4765  NOTE: Click here for information on individual local accuracy
 DF4765  values and other accuracy information.
 DF4765
 DF4765
 DF4765.The horizontal coordinates were established by GPS observations
 DF4765.and adjusted by the National Geodetic Survey in February 2007.
 DF4765
 DF4765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4765.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4765
 DF4765.The horizontal coordinates are valid at the epoch date displayed above
 DF4765.which is a decimal equivalence of Year/Month/Day.
 DF4765
 DF4765.The orthometric height was determined by GPS observations and a
 DF4765.high-resolution geoid model.
 DF4765
 DF4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4765
 DF4765.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4765
 DF4765.The ellipsoidal height was determined by GPS observations
 DF4765.and is referenced to NAD 83.
 DF4765
 DF4765. The following values were computed from the NAD 83(2007) position.
 DF4765
 DF4765;                    North         East     Units Scale Factor Converg.
 DF4765;SPC MN S     -   210,282.764   893,103.373   MT  0.99996216   +0 48 48.6
 DF4765;SPC MN S     -   689,902.70  2,930,123.32   sFT  0.99996216   +0 48 48.6
 DF4765;UTM  15      - 4,870,395.684   512,880.611   MT  0.99960204   +0 06 41.6
 DF4765
 DF4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4765!SPC MN S     -   0.99994232  x   0.99996216  =   0.99990448
 DF4765!UTM  15      -   0.99994232  x   0.99960204  =   0.99954438
 DF4765
 DF4765                          SUPERSEDED SURVEY CONTROL
 DF4765
 DF4765  NAD 83(1996)-  43 59 11.71438(N)    092 50 21.76084(W) AD(       ) 1
 DF4765  ELLIP H (04/02/03)  367.955  (m)                       GP(       ) 3 2
 DF4765
 DF4765.Superseded values are not recommended for survey control.
 DF4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4765.See file dsdata.txt to determine how the superseded data were derived.
 DF4765
 DF4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1288070395(NAD 83)
 DF4765
 DF4765_MARKER: DD = SURVEY DISK
 DF4765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4765_STAMPING: 2 GJS 1964 1304
 DF4765_MARK LOGO: USGS  
 DF4765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4765+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DF4765
 DF4765  HISTORY     - Date     Condition        Report By
 DF4765  HISTORY     - 1964     MONUMENTED       USGS
 DF4765  HISTORY     - 20000401 GOOD             MNDT
 DF4765
 DF4765                          STATION DESCRIPTION
 DF4765
 DF4765'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4765'3 MI (4.8 KM) SOUTH AND 1 MI (1.6 KM) EAST OF DODGE CENTER, 42 FT
 DF4765'(12.8 M) WEST OF T-RD EAST, 3 F T SE OF P-POLE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0558 ***********************************************************************
 ON0558  DESIGNATION -  2 GT
 ON0558  PID         -  ON0558
 ON0558  STATE/COUNTY-  MN/WINONA
 ON0558  COUNTRY     -  US
 ON0558  USGS QUAD   -  WITOKA (1980)
 ON0558
 ON0558                         *CURRENT SURVEY CONTROL
 ON0558  ______________________________________________________________________
 ON0558* NAD 83(1986) POSITION- 43 54 53.     (N) 091 36 37.     (W)   SCALED    
 ON0558* NAVD 88 ORTHO HEIGHT -   406.899  (meters)    1334.97  (feet) ADJUSTED  
 ON0558  ______________________________________________________________________
 ON0558  GEOID HEIGHT    -        -30.59  (meters)                     GEOID09
 ON0558  DYNAMIC HEIGHT  -        406.826 (meters)     1334.73  (feet) COMP
 ON0558  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 ON0558
 ON0558  VERT ORDER      -  SECOND    CLASS 0
 ON0558
 ON0558.The horizontal coordinates were scaled from a topographic map and have
 ON0558.an estimated accuracy of +/- 6 seconds.
 ON0558.
 ON0558.The orthometric height was determined by differential leveling and
 ON0558.adjusted in June 1991.
 ON0558
 ON0558.The dynamic height is computed by dividing the NAVD 88
 ON0558.geopotential number by the normal gravity value computed on the
 ON0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0558.degrees latitude (g = 980.6199 gals.).
 ON0558
 ON0558.The modeled gravity was interpolated from observed gravity values.
 ON0558
 ON0558;                    North         East    Units  Estimated Accuracy
 ON0558;SPC MN S     -   204,440.      991,910.      MT  (+/- 180 meters Scaled)
 ON0558
 ON0558                          SUPERSEDED SURVEY CONTROL
 ON0558
 ON0558  NGVD 29 (??/??/92)  406.890  (m)         1334.94   (f) ADJ UNCH    2 0
 ON0558
 ON0558.Superseded values are not recommended for survey control.
 ON0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0558.See file dsdata.txt to determine how the superseded data were derived.
 ON0558
 ON0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ115633(NAD 83)
 ON0558
 ON0558_MARKER: DD = SURVEY DISK
 ON0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0558_SP_SET: CONCRETE TABLET
 ON0558_STAMPING: 2 GT 1956
 ON0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0558
 ON0558  HISTORY     - Date     Condition        Report By
 ON0558  HISTORY     - 1956     MONUMENTED       MNHD
 ON0558  HISTORY     - 1966     GOOD             MNHD
 ON0558
 ON0558                          STATION DESCRIPTION
 ON0558
 ON0558'DESCRIBED BY MN HIGHWAY DEPT 1966
 ON0558'1.6 MI S FROM WITOKA.
 ON0558'MARK IS LOCATED IN THE NW 1/4, SECTION 12, T105N, R7W ABOUT 1.6
 ON0558'MILES SOUTH OF WITOKA AND ABOUT 2.6 MILES WEST OF RIDGEWAY.
 ON0558'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 ON0558'2 FT 1956, SET IN A CONCRETE TABLET.  MARK IS ABOUT 1400 FEET
 ON0558'SOUTH OF F.A.I. 90, 282 FEET SOUTH OF THE INTERSECTION OF
 ON0558'COUNTY ROAD NO. 12 AND TOWNSHIP ROAD, 28 FEET WEST OF THE
 ON0558'CENTERLINE OF TOWNSHIP ROAD, 51 FEET SOUTH OF ENTRANCE TO A.
 ON0558'FAHRENDHOLZ FARMSTEAD, 1.6 FEET NORTH OF A STEEL WITNESS POST,
 ON0558'3.5 FEET SOUTH OF A POWER POLE AND PROJECTING 2 INCHES ABOVE
 ON0558'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0776 ***********************************************************************
 PR0776  DESIGNATION -  2 JA
 PR0776  PID         -  PR0776
 PR0776  STATE/COUNTY-  MN/LINCOLN
 PR0776  COUNTRY     -  US
 PR0776  USGS QUAD   -  TYLER (1963)
 PR0776
 PR0776                         *CURRENT SURVEY CONTROL
 PR0776  ______________________________________________________________________
 PR0776* NAD 83(1996) POSITION- 44 15 19.88297(N) 096 08 08.13093(W)   ADJUSTED  
 PR0776* NAVD 88 ORTHO HEIGHT -   534.7    (meters)    1754.    (feet) VERTCON   
 PR0776  ______________________________________________________________________
 PR0776  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 PR0776  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC09
 PR0776  HORZ ORDER      -  THIRD
 PR0776
 PR0776.The horizontal coordinates were established by classical geodetic methods
 PR0776.and adjusted by the National Geodetic Survey in March 1999.
 PR0776.
 PR0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0776
 PR0776.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0776
 PR0776. The following values were computed from the NAD 83(1996) position.
 PR0776
 PR0776;                    North         East     Units Scale Factor Converg.
 PR0776;SPC MN S     -   241,730.416   629,480.266   MT  0.99993121   -1 29 48.8
 PR0776;SPC MN S     -   793,077.21  2,065,219.84   sFT  0.99993121   -1 29 48.8
 PR0776;UTM  14      - 4,904,244.444   728,666.081   MT  1.00024311   +1 59 59.3
 PR0776
 PR0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0776!SPC MN S     -   0.99992027  x   0.99993121  =   0.99985149
 PR0776!UTM  14      -   0.99992027  x   1.00024311  =   1.00016336
 PR0776
 PR0776:                Primary Azimuth Mark                     Grid Az
 PR0776:SPC MN S     -  TYLER MUNICIPAL TANK                     004 42 32.1
 PR0776:UTM  14      -  TYLER MUNICIPAL TANK                     001 12 44.0
 PR0776
 PR0776|---------------------------------------------------------------------|
 PR0776| PID    Reference Object                     Distance      Geod. Az  |
 PR0776|                                                           dddmmss.s |
 PR0776| PR0772 TYLER MUNICIPAL TANK                APPROX. 2.4 KM 0031243.3 |
 PR0776|---------------------------------------------------------------------|
 PR0776
 PR0776                          SUPERSEDED SURVEY CONTROL
 PR0776
 PR0776  NAD 83(1996)-  44 15 19.88352(N)    096 08 08.12920(W) AD(       ) 3
 PR0776  NAD 83(1986)-  44 15 19.88294(N)    096 08 08.11321(W) AD(       ) 3
 PR0776  NAD 27      -  44 15 20.02543(N)    096 08 06.97460(W) AD(       ) 3
 PR0776  NGVD 29 (07/19/86)  534.4    (m)         1753.     (f) VERT ANG       
 PR0776
 PR0776.Superseded values are not recommended for survey control.
 PR0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0776.See file dsdata.txt to determine how the superseded data were derived.
 PR0776
 PR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2866604244(NAD 83)
 PR0776
 PR0776_MARKER: DB = BENCH MARK DISK
 PR0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0776_STAMPING: ET 2 JA 1961
 PR0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0776+STABILITY: SURFACE MOTION
 PR0776
 PR0776  HISTORY     - Date     Condition        Report By
 PR0776  HISTORY     - 1961     MONUMENTED       USGS
 PR0776
 PR0776                          STATION DESCRIPTION
 PR0776
 PR0776'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JSA)
 PR0776'TYLER,1.5 MILE S OF. W./16 CORNER BETWEEN SECTIONS 10 AND 15,T.109N,
 PR0776'R.44W, 180 FT N OF E-W ROAD AND 320 FT W OF N-S ROAD.  ON TOP OF SPOIL
 PR0776'BANK AND ON N SIDE OF AN ABANDONED GRAVEL PIT. IN A CONCRETE POST A
 PR0776'STANDARD TABLET STAMPED---ET 2 JA 1961---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7772 ***********************************************************************
 DK7772  DESIGNATION -  2 JES
 DK7772  PID         -  DK7772
 DK7772  STATE/COUNTY-  MN/TRAVERSE
 DK7772  COUNTRY     -  US
 DK7772  USGS QUAD   -  BEARDSLEY NW (1972)
 DK7772
 DK7772                         *CURRENT SURVEY CONTROL
 DK7772  ______________________________________________________________________
 DK7772* NAD 83(1986) POSITION- 45 40 23.4    (N) 096 44 22.6    (W)   HD_HELD2  
 DK7772* NAVD 88 ORTHO HEIGHT -   341.623  (meters)    1120.81  (feet) ADJUSTED  
 DK7772  ______________________________________________________________________
 DK7772  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DK7772  DYNAMIC HEIGHT  -        341.608 (meters)     1120.76  (feet) COMP
 DK7772  MODELED GRAVITY -    980,562.2   (mgal)                       NAVD 88
 DK7772
 DK7772  VERT ORDER      -  SECOND    CLASS I
 DK7772
 DK7772.The horizontal coordinates were established by autonomous hand held GPS
 DK7772.observations and have an estimated accuracy of +/- 10 meters.
 DK7772.
 DK7772.The orthometric height was determined by differential leveling and
 DK7772.adjusted in April 2009.
 DK7772
 DK7772.No vertical observational check was made to the station.
 DK7772
 DK7772.Photographs are available for this station.
 DK7772
 DK7772.The dynamic height is computed by dividing the NAVD 88
 DK7772.geopotential number by the normal gravity value computed on the
 DK7772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7772.degrees latitude (g = 980.6199 gals.).
 DK7772
 DK7772.The modeled gravity was interpolated from observed gravity values.
 DK7772
 DK7772;                    North         East    Units  Estimated Accuracy
 DK7772;SPC MN C     -   177,869.      606,048.      MT  (+/- 10 meters HH2 GPS)
 DK7772
 DK7772                          SUPERSEDED SURVEY CONTROL
 DK7772
 DK7772.No superseded survey control is available for this station.
 DK7772
 DK7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPR7605360220(NAD 83)
 DK7772
 DK7772_MARKER: DD = SURVEY DISK
 DK7772_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DK7772_STAMPING: 1120 2 JES 1971
 DK7772_MARK LOGO: USGS  
 DK7772_PROJECTION: RECESSED 8 CENTIMETERS
 DK7772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7772+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DK7772
 DK7772  HISTORY     - Date     Condition        Report By
 DK7772  HISTORY     - 1971     MONUMENTED       USGS
 DK7772  HISTORY     - 20051018 GOOD             MNDT
 DK7772
 DK7772                          STATION DESCRIPTION
 DK7772
 DK7772'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7772'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTHWEST OF BARRY, 8
 DK7772'MI (12.9 KM) NORTH AND 1.5 MI (2.4 KM) WEST OF BEARDSLEY, 7.0 MI (11.3
 DK7772'KM) NORTHEAST OF BROWNS VALLEY, 37.5 FT (11.4 M) EAST OF GRAVEL ROAD,
 DK7772'44 FT (13.4 M) NORTH OF ROAD EXTENDED WEST, 6.6 FT (2.0 M)
 DK7772'SOUTH-SOUTHEAST OF GUYED POWER POLE, 28.0 FT (8.5 M) NORTH OF A FIELD
 DK7772'ENTRANCE, 1.8 FT (0.5 M) EAST-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M)
 DK7772'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1374 ***********************************************************************
 PQ1374  DESIGNATION -  2 JMK
 PQ1374  PID         -  PQ1374
 PQ1374  STATE/COUNTY-  MN/MURRAY
 PQ1374  COUNTRY     -  US
 PQ1374  USGS QUAD   -  HADLEY (1967)
 PQ1374
 PQ1374                         *CURRENT SURVEY CONTROL
 PQ1374  ______________________________________________________________________
 PQ1374* NAD 83(2007) POSITION- 44 01 19.70159(N) 095 45 14.09923(W)   ADJUSTED  
 PQ1374* NAD 83(2007) ELLIP HT-   454.390 (meters)        (07/06/11)   ADJUSTED
 PQ1374* NAD 83(2007) EPOCH   -  2002.00
 PQ1374* NAVD 88 ORTHO HEIGHT -   480.969  (meters)    1577.98  (feet) ADJUSTED  
 PQ1374  ______________________________________________________________________
 PQ1374  NAD 83(2007) X  -   -460,585.813 (meters)                     COMP
 PQ1374  NAD 83(2007) Y  - -4,570,947.352 (meters)                     COMP
 PQ1374  NAD 83(2007) Z  -  4,410,176.598 (meters)                     COMP
 PQ1374  LAPLACE CORR    -         -3.39  (seconds)                    DEFLEC09
 PQ1374  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 PQ1374  DYNAMIC HEIGHT  -        480.863 (meters)     1577.63  (feet) COMP
 PQ1374  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 PQ1374
 PQ1374  HORZ ORDER      -  FIRST
 PQ1374  VERT ORDER      -  SECOND    CLASS I
 PQ1374  ELLP ORDER      -  FOURTH    CLASS I
 PQ1374
 PQ1374.The horizontal coordinates were established by GPS observations
 PQ1374.and adjusted by the National Geodetic Survey in July 2011.
 PQ1374
 PQ1374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1374.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1374
 PQ1374.The horizontal coordinates are valid at the epoch date displayed above
 PQ1374.which is a decimal equivalence of Year/Month/Day.
 PQ1374
 PQ1374.The orthometric height was determined by differential leveling and
 PQ1374.adjusted in May 2010.
 PQ1374
 PQ1374.Photographs are available for this station.
 PQ1374
 PQ1374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1374
 PQ1374.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1374
 PQ1374.The ellipsoidal height was determined by GPS observations
 PQ1374.and is referenced to NAD 83.
 PQ1374
 PQ1374.The dynamic height is computed by dividing the NAVD 88
 PQ1374.geopotential number by the normal gravity value computed on the
 PQ1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1374.degrees latitude (g = 980.6199 gals.).
 PQ1374
 PQ1374.The modeled gravity was interpolated from observed gravity values.
 PQ1374
 PQ1374. The following values were computed from the NAD 83(2007) position.
 PQ1374
 PQ1374;                    North         East     Units Scale Factor Converg.
 PQ1374;SPC MN S     -   215,080.392   659,394.220   MT  0.99995682   -1 13 45.7
 PQ1374;SPC MN S     -   705,642.92  2,163,362.54   sFT  0.99995682   -1 13 45.7
 PQ1374;UTM  15      - 4,878,019.410   279,286.292   MT  1.00019918   -1 54 52.4
 PQ1374
 PQ1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1374!SPC MN S     -   0.99992875  x   0.99995682  =   0.99988558
 PQ1374!UTM  15      -   0.99992875  x   1.00019918  =   1.00012792
 PQ1374
 PQ1374:                Primary Azimuth Mark                     Grid Az
 PQ1374:SPC MN S     -  ALOJADO                                  180 13 30.4
 PQ1374:UTM  15      -  ALOJADO                                  180 54 37.1
 PQ1374
 PQ1374|---------------------------------------------------------------------|
 PQ1374| PID    Reference Object                     Distance      Geod. Az  |
 PQ1374|                                                           dddmmss.s |
 PQ1374| DH4949 ALOJADO                             489.449 METERS 1785944.7 |
 PQ1374|---------------------------------------------------------------------|
 PQ1374
 PQ1374                          SUPERSEDED SURVEY CONTROL
 PQ1374
 PQ1374  NAD 83(1996)-  44 01 19.70112(N)    095 45 14.09856(W) AD(       ) 1
 PQ1374  ELLIP H (10/25/07)  454.436  (m)                       GP(       ) 4 1
 PQ1374  NAVD 88 (10/25/07)  480.97   (m)         1578.0    (f) LEVELING    3  
 PQ1374  NAVD 88 (06/15/95)  480.978  (m)         1578.01   (f) SUPERSEDED  2 1
 PQ1374
 PQ1374.Superseded values are not recommended for survey control.
 PQ1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1374.See file dsdata.txt to determine how the superseded data were derived.
 PQ1374
 PQ1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7928678019(NAD 83)
 PQ1374
 PQ1374_MARKER: DB = BENCH MARK DISK
 PQ1374_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1374_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1374_STAMPING: 2 JMK 1966
 PQ1374_MARK LOGO: USGS  
 PQ1374_PROJECTION: FLUSH
 PQ1374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1374+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1374
 PQ1374  HISTORY     - Date     Condition        Report By
 PQ1374  HISTORY     - 1966     MONUMENTED       USGS
 PQ1374  HISTORY     - 19870824 GOOD             MNDT
 PQ1374  HISTORY     - 20061018 GOOD             MNDT
 PQ1374  HISTORY     - 20100703 MARK NOT FOUND   AEROME
 PQ1374
 PQ1374                          STATION DESCRIPTION
 PQ1374
 PQ1374'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1374'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE TOWN OF
 PQ1374'SLAYTON, IN THE NW 1/4 OF SECTION 3, T106N, R41W, NEAR A FIELD ROAD
 PQ1374'ON THE WEST RIGHT-OF-WAY OF TRUNK HIGWAY 59 AT MILEPOINT 43.15, 2.05
 PQ1374'MI (3.30 KM) NORTH ALONG TRUNK HIGWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1374'HIGHWAY 30 IN SLAYTON.  THE MARK, A STANDARD USGS BENCH MARK DISK
 PQ1374'STAMPED---2 JMK 1966---, IS SET IN THE TOP OF A CONCRETE MONUMENT
 PQ1374'THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS
 PQ1374'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 64.0
 PQ1374'FT (19.5 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59, 11 FT
 PQ1374'(3.4 M) NORTH OF THE CENTER OF A FIELD ROAD, 81.5 FT (24.8 M)
 PQ1374'WEST-SOUTHWEST OF A POWER POLE, 3.6 FT (1.1 M) WEST-SOUTHWEST OF AN
 PQ1374'END FENCE POST, 1.5 FT (0.5 M) SOUTH OF AN EAST-WEST FENCELINE, AND
 PQ1374'1.1 FT (0.3 M) EAST OF A STEEL WITNESS POST.  STEEL ROD IN THE
 PQ1374'PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 PQ1374
 PQ1374                          STATION RECOVERY (2006)
 PQ1374
 PQ1374'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1374'2.5 MILES NORTH OF SLAYTON, 2.05 MILES NORTH OF JUNCTION OF TRUNK
 PQ1374'HIGHWAY 59 AND TRUNK HIGHWAY 30, 64 FEET WEST OF TRUNK HIGHWAY 59, AT
 PQ1374'TRUNK HIGHWAY 59 MILEPOINT 43.15, 11 FEET NORTH OF FIELD ROAD, 81.5
 PQ1374'FEET WEST-SOUTHWEST OF POWER POLE, 3.6 FEET WEST-SOUTHWEST OF END
 PQ1374'FENCE POST, 1.5 FEET SOUTH OF EAST-WEST FENCELINE, 62.2 FEET NORTHWEST
 PQ1374'OF WITNESS POST AND NO PASSING ZONE.
 PQ1374
 PQ1374                          STATION RECOVERY (2010)
 PQ1374
 PQ1374'RECOVERY NOTE BY AERO METRIC INC 2010
 PQ1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9308 ***********************************************************************
 AF9308  DESIGNATION -  2 KED
 AF9308  PID         -  AF9308
 AF9308  STATE/COUNTY-  MN/KANDIYOHI
 AF9308  COUNTRY     -  US
 AF9308  USGS QUAD   -  SUNBURG (1967)
 AF9308
 AF9308                         *CURRENT SURVEY CONTROL
 AF9308  ______________________________________________________________________
 AF9308* NAD 83(1986) POSITION- 45 18 43.     (N) 095 14 04.     (W)   SCALED    
 AF9308* NAVD 88 ORTHO HEIGHT -   393.739  (meters)    1291.79  (feet) ADJUSTED  
 AF9308  ______________________________________________________________________
 AF9308  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 AF9308  DYNAMIC HEIGHT  -        393.712 (meters)     1291.70  (feet) COMP
 AF9308  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 AF9308
 AF9308  VERT ORDER      -  SECOND    CLASS I
 AF9308
 AF9308.The horizontal coordinates were scaled from a topographic map and have
 AF9308.an estimated accuracy of +/- 6 seconds.
 AF9308.
 AF9308.The orthometric height was determined by differential leveling and
 AF9308.adjusted in September 1998.
 AF9308
 AF9308.The dynamic height is computed by dividing the NAVD 88
 AF9308.geopotential number by the normal gravity value computed on the
 AF9308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9308.degrees latitude (g = 980.6199 gals.).
 AF9308
 AF9308.The modeled gravity was interpolated from observed gravity values.
 AF9308
 AF9308;                    North         East    Units  Estimated Accuracy
 AF9308;SPC MN S     -   357,630.      703,200.      MT  (+/- 180 meters Scaled)
 AF9308
 AF9308                          SUPERSEDED SURVEY CONTROL
 AF9308
 AF9308.No superseded survey control is available for this station.
 AF9308
 AF9308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL248200(NAD 83)
 AF9308
 AF9308_MARKER: DB = BENCH MARK DISK
 AF9308_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AF9308_STAMPING: 2 KED 1965
 AF9308_MARK LOGO: USGS  
 AF9308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF9308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF9308
 AF9308  HISTORY     - Date     Condition        Report By
 AF9308  HISTORY     - 1965     MONUMENTED       USGS
 AF9308  HISTORY     - 19970604 GOOD             MNDT
 AF9308
 AF9308                          STATION DESCRIPTION
 AF9308
 AF9308'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AF9308'2.7 MI (4.3 KM) SOUTH OF THE JCT OF TH 104 AND TH 9 AT SUNBURG, AT TH
 AF9308'104 MP 10.8, 46.0 FT (14.0 M) EAST OF TH 104, 152 FT (46.3 M) NORTH OF
 AF9308'CO RD 40, 113.5 FT (34.6 M) ESE OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT
 AF9308'POST, AND PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1165 ***********************************************************************
 QO1165  DESIGNATION -  2 KOS
 QO1165  PID         -  QO1165
 QO1165  STATE/COUNTY-  MN/HENNEPIN
 QO1165  COUNTRY     -  US
 QO1165  USGS QUAD   -  ROCKFORD (1993)
 QO1165
 QO1165                         *CURRENT SURVEY CONTROL
 QO1165  ______________________________________________________________________
 QO1165* NAD 83(1986) POSITION- 45 03 26.     (N) 093 44 16.     (W)   SCALED    
 QO1165* NAVD 88 ORTHO HEIGHT -   296.622  (meters)     973.17  (feet) ADJUSTED  
 QO1165  ______________________________________________________________________
 QO1165  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 QO1165  DYNAMIC HEIGHT  -        296.597 (meters)      973.09  (feet) COMP
 QO1165  MODELED GRAVITY -    980,527.6   (mgal)                       NAVD 88
 QO1165
 QO1165  VERT ORDER      -  SECOND    CLASS I
 QO1165
 QO1165.The horizontal coordinates were scaled from a topographic map and have
 QO1165.an estimated accuracy of +/- 6 seconds.
 QO1165.
 QO1165.The orthometric height was determined by differential leveling and
 QO1165.adjusted in June 1991.
 QO1165
 QO1165.The dynamic height is computed by dividing the NAVD 88
 QO1165.geopotential number by the normal gravity value computed on the
 QO1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1165.degrees latitude (g = 980.6199 gals.).
 QO1165
 QO1165.The modeled gravity was interpolated from observed gravity values.
 QO1165
 QO1165;                    North         East    Units  Estimated Accuracy
 QO1165;SPC MN S     -   328,620.      820,650.      MT  (+/- 180 meters Scaled)
 QO1165
 QO1165                          SUPERSEDED SURVEY CONTROL
 QO1165
 QO1165.No superseded survey control is available for this station.
 QO1165
 QO1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK419895(NAD 83)
 QO1165
 QO1165_MARKER: DD = SURVEY DISK
 QO1165_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1165_SP_SET: COPPER-CLAD STEEL ROD
 QO1165_STAMPING: 2 KOS 1977
 QO1165_MARK LOGO: MNDT  
 QO1165_PROJECTION: FLUSH
 QO1165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1165_ROD/PIPE-DEPTH: 4.88 meters
 QO1165
 QO1165  HISTORY     - Date     Condition        Report By
 QO1165  HISTORY     - 1977     MONUMENTED       MNDT
 QO1165  HISTORY     - 1978     GOOD             MNDT
 QO1165  HISTORY     - 20070823 MARK NOT FOUND   MNDT
 QO1165
 QO1165                          STATION DESCRIPTION
 QO1165
 QO1165'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1165'2.1 MI SOUTH FROM ROCKFORD.
 QO1165'THE MARK IS 2.0 MILES EAST MEASURED ALONG TRUNK HIGHWAY 12 FROM THE
 QO1165'EAST END OF BRIDGE NUMBER 3622 OVER THE CROW RIVER IN DELANO, THEN
 QO1165'NORTH 1.1 MILES ALONG LAKE HUGHEY ROAD TO THE JUNCTION OF C.S.A.H. 11,
 QO1165'THEN EAST 0.5 MILE ALONG C.S.A.H. 11 TO EAST LAKE REBECCA ROAD, THEN
 QO1165'NORTH 0.4 MILE ALONG EAST LAKE REBECCA ROAD. IT IS ON A SOUTH FACING
 QO1165'SLOPE 62 FT. WEST OF THE CENTERLINE OF EAST LAKE REBECCA ROAD, 95 FT.
 QO1165'NORTHWEST OF POWER POLE NUMBER 606, 32 FT. SOUTHWEST OF LARGE QUAD
 QO1165'OAK TREE. IT IS 1.0 FT. EAST OF A STEEL WINESS POST.
 QO1165
 QO1165                          STATION RECOVERY (2007)
 QO1165
 QO1165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1165'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1980 ***********************************************************************
 DL1980  DESIGNATION -  2 LMT RESET
 DL1980  PID         -  DL1980
 DL1980  STATE/COUNTY-  MN/AITKIN
 DL1980  COUNTRY     -  US
 DL1980  USGS QUAD   -  HILL CITY (1970)
 DL1980
 DL1980                         *CURRENT SURVEY CONTROL
 DL1980  ______________________________________________________________________
 DL1980* NAD 83(1986) POSITION- 46 54 00.80   (N) 093 36 51.80   (W)   HD_HELD1  
 DL1980* NAVD 88 ORTHO HEIGHT -   387.791  (meters)    1272.28  (feet) ADJUSTED  
 DL1980  ______________________________________________________________________
 DL1980  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DL1980  DYNAMIC HEIGHT  -        387.815 (meters)     1272.36  (feet) COMP
 DL1980  MODELED GRAVITY -    980,663.0   (mgal)                       NAVD 88
 DL1980
 DL1980  VERT ORDER      -  SECOND    CLASS I
 DL1980
 DL1980.The horizontal coordinates were established by differentially corrected
 DL1980.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL1980.
 DL1980.The orthometric height was determined by differential leveling and
 DL1980.adjusted in May 2009.
 DL1980
 DL1980.Photographs are available for this station.
 DL1980
 DL1980.The dynamic height is computed by dividing the NAVD 88
 DL1980.geopotential number by the normal gravity value computed on the
 DL1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1980.degrees latitude (g = 980.6199 gals.).
 DL1980
 DL1980.The modeled gravity was interpolated from observed gravity values.
 DL1980
 DL1980;                    North         East    Units  Estimated Accuracy
 DL1980;SPC MN C     -   311,402.5     848,430.0     MT  (+/- 3 meters HH1 GPS) 
 DL1980
 DL1980                          SUPERSEDED SURVEY CONTROL
 DL1980
 DL1980.No superseded survey control is available for this station.
 DL1980
 DL1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5320394259(NAD 83)
 DL1980
 DL1980_MARKER: DV = VERTICAL CONTROL DISK
 DL1980_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL1980_STAMPING: 2 LMT 1969 RESET 1980
 DL1980_MARK LOGO: USGS  
 DL1980_PROJECTION: PROJECTING 5 CENTIMETERS
 DL1980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL1980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1980+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DL1980
 DL1980  HISTORY     - Date     Condition        Report By
 DL1980  HISTORY     - 1980     MONUMENTED       MNDT
 DL1980  HISTORY     - 19970708 GOOD             MNDT
 DL1980  HISTORY     - 20090708 GOOD             MNDT
 DL1980
 DL1980                          STATION DESCRIPTION
 DL1980
 DL1980'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1980'THE STATION IS LOCATED ABOUT 7.7 MI (12.3 KM) NORTH OF BAIN, 6.5 MI
 DL1980'(10.4 KM) SOUTH OF HILL CITY AND 2.8 MI (4.6 KM) EAST OF SWATARA,
 DL1980'ABOUT 6 MI (9.7 KM) SOUTH OF HILL CITY, 6 MI (9.7 KM) SOUTH OF JCT OF
 DL1980'TH 169 AND TH 200, 252 FT (76.8 M) NORTH OF CO RD 7, 74 FT (22.6 M)
 DL1980'WEST OF TH 169, AT TH 169 MP 280.95, 1.3 FT (0.4 M) ENE OF WITNESS
 DL1980'POST, PROJECTS 0.2 FT.
 DL1980
 DL1980                          STATION RECOVERY (2009)
 DL1980
 DL1980'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DL1980'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2805 ***********************************************************************
 DK2805  DESIGNATION -  2 RB
 DK2805  PID         -  DK2805
 DK2805  STATE/COUNTY-  MN/POPE
 DK2805  COUNTRY     -  US
 DK2805  USGS QUAD   -  STARBUCK NW (1968)
 DK2805
 DK2805                         *CURRENT SURVEY CONTROL
 DK2805  ______________________________________________________________________
 DK2805* NAD 83(2007) POSITION- 45 42 57.18265(N) 095 44 14.21978(W)   ADJUSTED  
 DK2805* NAD 83(2007) ELLIP HT-   349.512 (meters)        (08/31/10)   ADJUSTED
 DK2805* NAD 83(2007) EPOCH   -  2002.00
 DK2805* NAVD 88 ORTHO HEIGHT -   375.518  (meters)    1232.01  (feet) ADJUSTED  
 DK2805  ______________________________________________________________________
 DK2805  NAD 83(2007) X  -   -445,976.367 (meters)                     COMP
 DK2805  NAD 83(2007) Y  - -4,438,878.260 (meters)                     COMP
 DK2805  NAD 83(2007) Z  -  4,543,504.854 (meters)                     COMP
 DK2805  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC09
 DK2805  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 DK2805  DYNAMIC HEIGHT  -        375.512 (meters)     1231.99  (feet) COMP
 DK2805  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DK2805
 DK2805  HORZ ORDER      -  FIRST
 DK2805  VERT ORDER      -  SECOND    CLASS I
 DK2805  ELLP ORDER      -  THIRD     CLASS I
 DK2805
 DK2805.The horizontal coordinates were established by GPS observations
 DK2805.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DK2805
 DK2805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2805.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2805
 DK2805.The horizontal coordinates are valid at the epoch date displayed above
 DK2805.which is a decimal equivalence of Year/Month/Day.
 DK2805
 DK2805.The orthometric height was determined by differential leveling and
 DK2805.adjusted in June 2008.
 DK2805
 DK2805.Photographs are available for this station.
 DK2805
 DK2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2805
 DK2805.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2805
 DK2805.The ellipsoidal height was determined by GPS observations
 DK2805.and is referenced to NAD 83.
 DK2805
 DK2805.The dynamic height is computed by dividing the NAVD 88
 DK2805.geopotential number by the normal gravity value computed on the
 DK2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2805.degrees latitude (g = 980.6199 gals.).
 DK2805
 DK2805.The modeled gravity was interpolated from observed gravity values.
 DK2805
 DK2805. The following values were computed from the NAD 83(2007) position.
 DK2805
 DK2805;                    North         East     Units Scale Factor Converg.
 DK2805;SPC MN C     -   180,655.398   684,211.005   MT  0.99997998   -1 04 33.2
 DK2805;SPC MN C     -   592,700.25  2,244,782.27   sFT  0.99997998   -1 04 33.2
 DK2805;UTM  15      - 5,066,125.445   286,965.530   MT  1.00015799   -1 57 37.1
 DK2805
 DK2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2805!SPC MN C     -   0.99994521  x   0.99997998  =   0.99992519
 DK2805!UTM  15      -   0.99994521  x   1.00015799  =   1.00010319
 DK2805
 DK2805                          SUPERSEDED SURVEY CONTROL
 DK2805
 DK2805  NAVD 88 (08/31/10)  375.52   (m)         1232.0    (f) LEVELING    3  
 DK2805
 DK2805.Superseded values are not recommended for survey control.
 DK2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2805.See file dsdata.txt to determine how the superseded data were derived.
 DK2805
 DK2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8696566125(NAD 83)
 DK2805
 DK2805_MARKER: DB = BENCH MARK DISK
 DK2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2805_STAMPING: 2 RB 1966 1232
 DK2805_MARK LOGO: USGS  
 DK2805_PROJECTION: PROJECTING 25 CENTIMETERS
 DK2805_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2805+STABILITY: SURFACE MOTION
 DK2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2805+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 DK2805
 DK2805  HISTORY     - Date     Condition        Report By
 DK2805  HISTORY     - 19660401 MONUMENTED       USGS
 DK2805  HISTORY     - 20071010 GOOD             MNDT
 DK2805  HISTORY     - 20090818 GOOD             MNDT
 DK2805
 DK2805                          STATION DESCRIPTION
 DK2805
 DK2805'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK2805'7.0 MI (11.3 KM) NORTH OF CYRUS, NORTHWEST OF THE JUNCTION OF COUNTY
 DK2805'ROAD 3 AND COUNTY ROAD 32, 104 FT (31.7 M) TO JUNCTION OF 390TH AVENUE
 DK2805'AND COUNTY ROAD 32, 68.7 FT (20.9 M) EAST OF TELEPHONE PEDESTAL, 38.0
 DK2805'FT (11.6 M) EAST OF EXTENDED 390TH AVENUE, 33.0 FT (10.1 M) EAST NORTH
 DK2805'EAST OF RIGHT OF WAY POST, 7.3 FT (2.2 M) WEST OF A POWER POLE 6.7 FT
 DK2805'(2.0 M) EAST OF ANCHOR, 1.0 FT (0.3 M) EAST OF A WITNESS POS
 DK2805
 DK2805                          STATION RECOVERY (2007)
 DK2805
 DK2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2805'THE STATION IS LOCATED ABOUT 7.0 MI (11.2 KM) NORTH OF CYRUS, 6.3 MI
 DK2805'(10.2 KM) WEST-SOUTHWEST OF FARWELL AND 4.7 MI (7.6 KM)
 DK2805'SOUTH-SOUTHWEST OF KENSINGTON.
 DK2805' 
 DK2805'RECOVERED AS DESCRIBED.
 DK2805
 DK2805                          STATION RECOVERY (2009)
 DK2805
 DK2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2805'THE MARK IS 7.0 MILES NORTH OF CYRUS, 7.0 MILES NORTH ALONG COUNTY
 DK2805'ROAD 3 FROM JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN CYRUS TO
 DK2805'JUNCTION OF COUNTY ROAD 3 AND COUNTY ROAD 32, NORTHWEST OF JUNCTION OF
 DK2805'COUNTY ROAD 3 AND COUNTY ROAD 32, 0.1 MILE NORTHWEST ALONG COUNTY ROAD
 DK2805'32, 104 FEET SOUTH OF COUNTY ROAD 32, 68.7 FEET EAST OF TELEPHONE
 DK2805'PEDESTAL, 38.0 FEET EAST OF EXTENDED 390TH AVENUE, 33.0 FEET
 DK2805'EAST-NORTHEAST OF RIGHT-OF-WAY POST, 7.3 FEET WEST OF POWER POLE, 6.7
 DK2805'FEET EAST OF ANCHOR, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8094 ***********************************************************************
 DM8094  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8094  DESIGNATION -  2 RHR
 DM8094  PID         -  DM8094
 DM8094  STATE/COUNTY-  MN/ITASCA
 DM8094  COUNTRY     -  US
 DM8094  USGS QUAD   -  STINGY LAKE (1984)
 DM8094
 DM8094                         *CURRENT SURVEY CONTROL
 DM8094  ______________________________________________________________________
 DM8094* NAD 83(2007) POSITION- 47 35 18.30575(N) 093 05 43.28438(W)   ADJUSTED  
 DM8094* NAD 83(2007) ELLIP HT-   398.424 (meters)        (06/13/11)   ADJUSTED
 DM8094* NAD 83(2007) EPOCH   -  2002.00
 DM8094* NAVD 88 ORTHO HEIGHT -   428.41   (meters)    1405.5   (feet) GPS OBS   
 DM8094  ______________________________________________________________________
 DM8094  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 DM8094  NAD 83(2007) X  -   -232,724.662 (meters)                     COMP
 DM8094  NAD 83(2007) Y  - -4,303,596.326 (meters)                     COMP
 DM8094  NAD 83(2007) Z  -  4,686,427.685 (meters)                     COMP
 DM8094  LAPLACE CORR    -         -6.13  (seconds)                    DEFLEC09
 DM8094  HORZ ORDER      -  FIRST
 DM8094  ELLP ORDER      -  FOURTH    CLASS I
 DM8094
 DM8094.The horizontal coordinates were established by GPS observations
 DM8094.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8094
 DM8094.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8094.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8094
 DM8094.The horizontal coordinates are valid at the epoch date displayed above
 DM8094.which is a decimal equivalence of Year/Month/Day.
 DM8094
 DM8094.The orthometric height was determined by GPS observations and a
 DM8094.high-resolution geoid model using precise GPS observation and
 DM8094.processing techniques.
 DM8094
 DM8094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8094
 DM8094.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8094
 DM8094.The ellipsoidal height was determined by GPS observations
 DM8094.and is referenced to NAD 83.
 DM8094
 DM8094. The following values were computed from the NAD 83(2007) position.
 DM8094
 DM8094;                    North         East     Units Scale Factor Converg.
 DM8094;SPC MN N     -   221,002.792   800,349.219   MT  0.99991206   +0 00 12.4
 DM8094;SPC MN N     -   725,073.33  2,625,812.40   sFT  0.99991206   +0 00 12.4
 DM8094;UTM  15      - 5,270,560.676   492,830.421   MT  0.99960063   -0 04 13.5
 DM8094
 DM8094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8094!SPC MN N     -   0.99993756  x   0.99991206  =   0.99984962
 DM8094!UTM  15      -   0.99993756  x   0.99960063  =   0.99953821
 DM8094
 DM8094                          SUPERSEDED SURVEY CONTROL
 DM8094
 DM8094.No superseded survey control is available for this station.
 DM8094
 DM8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9283070560(NAD 83)
 DM8094
 DM8094_MARKER: DB = BENCH MARK DISK
 DM8094_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM8094_SP_SET: ROCK
 DM8094_STAMPING: 2 RHR 1961
 DM8094_MARK LOGO: USGS  
 DM8094_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8094+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2008
 DM8094
 DM8094  HISTORY     - Date     Condition        Report By
 DM8094  HISTORY     - 19610401 MONUMENTED       USGS
 DM8094  HISTORY     - 20080730 GOOD             MNDT
 DM8094
 DM8094                          STATION DESCRIPTION
 DM8094
 DM8094'DESCRIBED BY MN DEPT OF TRANSP 2008 (GC)
 DM8094'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8094'THE MARK IS 13.0 MILES SOUTH OF BEAR RIVER, GO NORTH OF NASHWAUK ON
 DM8094'TRUNK HIGHWAY 65 THEN EAST AND NORTH ON COUNTY ROAD 55 TO JUNCTION
 DM8094'COUNTY ROAD 55 EAST AND COUNTY ROAD 546 NORTH, 30 FEET NORTH AND 53
 DM8094'FEET EAST OF THE TEE-ROAD JUNCTION 0.5 MILE SOUTHEAST OF STINGY LAKE,
 DM8094'ABOUT 1 MILE WEST OF ST LOUIS COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9730 ***********************************************************************
 DE9730  DESIGNATION -  2 TPA
 DE9730  PID         -  DE9730
 DE9730  STATE/COUNTY-  MN/BELTRAMI
 DE9730  COUNTRY     -  US
 DE9730  USGS QUAD   -  SAUM (1972)
 DE9730
 DE9730                         *CURRENT SURVEY CONTROL
 DE9730  ______________________________________________________________________
 DE9730* NAD 83(2007) POSITION- 47 52 30.98510(N) 094 40 39.79906(W)   ADJUSTED  
 DE9730* NAD 83(2007) ELLIP HT-   341.874 (meters)        (07/09/09)   ADJUSTED
 DE9730* NAD 83(2007) EPOCH   -  2002.00
 DE9730* NAVD 88 ORTHO HEIGHT -   370.045  (meters)    1214.06  (feet) ADJUSTED  
 DE9730  ______________________________________________________________________
 DE9730  NAD 83(2007) X  -   -349,547.346 (meters)                     COMP
 DE9730  NAD 83(2007) Y  - -4,271,966.355 (meters)                     COMP
 DE9730  NAD 83(2007) Z  -  4,707,839.037 (meters)                     COMP
 DE9730  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC09
 DE9730  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 DE9730  DYNAMIC HEIGHT  -        370.109 (meters)     1214.27  (feet) COMP
 DE9730  MODELED GRAVITY -    980,775.0   (mgal)                       NAVD 88
 DE9730
 DE9730  VERT ORDER      -  SECOND    CLASS I
 DE9730  ELLP ORDER      -  THIRD     CLASS I
 DE9730
 DE9730  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9730  Type                                         Horiz  Ellip  Dist(km)
 DE9730  -------------------------------------------------------------------
 DE9730  NETWORK                                       1.45   1.06
 DE9730  -------------------------------------------------------------------
 DE9730  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.37   0.96      4.90
 DE9730  -------------------------------------------------------------------
 DE9730  NOTE: Click here for information on individual local accuracy
 DE9730  values and other accuracy information.
 DE9730
 DE9730
 DE9730.The horizontal coordinates were established by GPS observations
 DE9730.and adjusted by the National Geodetic Survey in February 2007.
 DE9730
 DE9730.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9730.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9730
 DE9730.The horizontal coordinates are valid at the epoch date displayed above
 DE9730.which is a decimal equivalence of Year/Month/Day.
 DE9730
 DE9730.The orthometric height was determined by differential leveling and
 DE9730.adjusted in October 2007.
 DE9730
 DE9730.Photographs are available for this station.
 DE9730
 DE9730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9730
 DE9730.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9730
 DE9730.The ellipsoidal height was determined by GPS observations
 DE9730.and is referenced to NAD 83.
 DE9730
 DE9730.The dynamic height is computed by dividing the NAVD 88
 DE9730.geopotential number by the normal gravity value computed on the
 DE9730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9730.degrees latitude (g = 980.6199 gals.).
 DE9730
 DE9730.The modeled gravity was interpolated from observed gravity values.
 DE9730
 DE9730. The following values were computed from the NAD 83(2007) position.
 DE9730
 DE9730;                    North         East     Units Scale Factor Converg.
 DE9730;SPC MN N     -   254,098.096   681,998.061   MT  0.99990306   -1 10 10.0
 DE9730;SPC MN N     -   833,653.50  2,237,521.97   sFT  0.99990306   -1 10 10.0
 DE9730;UTM  15      - 5,303,800.000   374,549.896   MT  0.99979339   -1 14 40.2
 DE9730
 DE9730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9730!SPC MN N     -   0.99994642  x   0.99990306  =   0.99984948
 DE9730!UTM  15      -   0.99994642  x   0.99979339  =   0.99973982
 DE9730
 DE9730                          SUPERSEDED SURVEY CONTROL
 DE9730
 DE9730  ELLIP H (02/10/07)  341.841  (m)                       GP(       )    
 DE9730  NAD 83(1996)-  47 52 30.98481(N)    094 40 39.79906(W) AD(       ) 1
 DE9730  ELLIP H (01/24/03)  341.841  (m)                       GP(       ) 4 1
 DE9730  NAVD 88 (01/10/08)  370.08   (m)         1214.2    (f) LEVELING    3  
 DE9730  NAVD 88 (04/16/04)  370.064  (m)         1214.12   (f) SUPERSEDED  2 1
 DE9730  NAVD 88 (01/24/03)  370.05   (m)         1214.1    (f) LEVELING    3  
 DE9730
 DE9730.Superseded values are not recommended for survey control.
 DE9730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9730.See file dsdata.txt to determine how the superseded data were derived.
 DE9730
 DE9730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP7454903800(NAD 83)
 DE9730
 DE9730_MARKER: DD = SURVEY DISK
 DE9730_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9730_STAMPING: 2 TPA 1972
 DE9730_MARK LOGO: USGS  
 DE9730_PROJECTION: RECESSED 3 CENTIMETERS
 DE9730_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9730+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2006
 DE9730_ROD/PIPE-DEPTH:  3.4 meters
 DE9730
 DE9730  HISTORY     - Date     Condition        Report By
 DE9730  HISTORY     - 1972     MONUMENTED       USGS
 DE9730  HISTORY     - 20010710 GOOD             MNDT
 DE9730  HISTORY     - 20061107 GOOD             MNDT
 DE9730
 DE9730                          STATION DESCRIPTION
 DE9730
 DE9730'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9730'THE MARK WAS RECOVERED 11 MI (17.7 KM) WEST OF SHOOKS, 6.0 MI (9.7 KM)
 DE9730'WEST ALONG TH 1 FROM WEST JCT OF TH 72, 0.5 MI (0.8 KM) SOUTH AND 1 MI
 DE9730'(1.6 KM) EAST OF QUIRING, AT TH 1 MP 135.35, 76 FT (23.2 M) NORTH OF
 DE9730'TH 1, 22 FT (6.7 M) EAST OF ENTRANCE, 2 FT (0.6 M) NW OF R/W SIGN AND
 DE9730'WITNESS SIGN, 1.5 FT (0.5 M) WEST OF OLD FENCE.
 DE9730
 DE9730                          STATION RECOVERY (2006)
 DE9730
 DE9730'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DE9730'11 MILES WEST OF SHOOKS, 6 MILES WEST ALONG TRUNK HIGHWAY 1 FROM TRUNK
 DE9730'HIGHWAY 72, 0.5 MILE SOUTH AND 1 MILE EAST OF QUIRING, AT MILEPOINT
 DE9730'135.35, 76 FEET NORTH TRUNK HIGHWAY 1, 22 FEET EAST OF ENTRANCE, 2
 DE9730'FEET NORTHWEST OF RIGHT OF WAY SIGN AND WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5905 ***********************************************************************
 DH5905  DESIGNATION -  20 CER
 DH5905  PID         -  DH5905
 DH5905  STATE/COUNTY-  MN/CLEARWATER
 DH5905  COUNTRY     -  US
 DH5905  USGS QUAD   -  HEART LAKE (1981)
 DH5905
 DH5905                         *CURRENT SURVEY CONTROL
 DH5905  ______________________________________________________________________
 DH5905* NAD 83(1986) POSITION- 47 18 16.     (N) 095 15 16.     (W)   SCALED    
 DH5905* NAVD 88 ORTHO HEIGHT -   462.540  (meters)    1517.52  (feet) ADJUSTED  
 DH5905  ______________________________________________________________________
 DH5905  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DH5905  DYNAMIC HEIGHT  -        462.580 (meters)     1517.65  (feet) COMP
 DH5905  MODELED GRAVITY -    980,685.1   (mgal)                       NAVD 88
 DH5905
 DH5905  VERT ORDER      -  THIRD
 DH5905
 DH5905.The horizontal coordinates were scaled from a topographic map and have
 DH5905.an estimated accuracy of +/- 6 seconds.
 DH5905.
 DH5905.The orthometric height was determined by differential leveling and
 DH5905.adjusted in May 2009.
 DH5905
 DH5905.The dynamic height is computed by dividing the NAVD 88
 DH5905.geopotential number by the normal gravity value computed on the
 DH5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5905.degrees latitude (g = 980.6199 gals.).
 DH5905
 DH5905.The modeled gravity was interpolated from observed gravity values.
 DH5905
 DH5905;                    North         East    Units  Estimated Accuracy
 DH5905;SPC MN N     -   191,700.      637,110.      MT  (+/- 180 meters Scaled)
 DH5905
 DH5905                          SUPERSEDED SURVEY CONTROL
 DH5905
 DH5905.No superseded survey control is available for this station.
 DH5905
 DH5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN295414(NAD 83)
 DH5905
 DH5905_MARKER: DB = BENCH MARK DISK
 DH5905_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5905_STAMPING: 20 CER 1967
 DH5905_MARK LOGO: USGS  
 DH5905_PROJECTION: FLUSH
 DH5905_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5905+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 DH5905_ROD/PIPE-DEPTH:  3.0 meters
 DH5905
 DH5905  HISTORY     - Date     Condition        Report By
 DH5905  HISTORY     - 1967     MONUMENTED       USGS
 DH5905  HISTORY     - 19970930 GOOD             MNDT
 DH5905
 DH5905                          STATION DESCRIPTION
 DH5905
 DH5905'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5905'LAKE ITASCA, CLEARWATER CO., 4.0 MI (6.4 KM) NORTH AND 2.0 MI (3.2 KM)
 DH5905'WEST OF, T. 144 N., R. 36 W., NEAR COR. OF SECS. 4, 5, 8 AND 9, 52 FT
 DH5905'(15.8 M) SOUTH, 54 FT (16.5 M) WEST OF A T-RD. AND 2.0 FT (0.6 M)
 DH5905'HIGHER THAN, A STANDARD TABLET SET ON TOP OF A 1/2 IN. COPPER COATED
 DH5905'STEEL ROD, DRIVEN 10 FT (3.0 M) IN GROUND, STAMPED 20 CER 1967
 DH5905
 DH5905                          STATION RECOVERY (1997)
 DH5905
 DH5905'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DH5905'THE MARK WAS RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS LOCATED
 DH5905'ABOUT 4 MI (6.4 KM) NORTH AND 2 MI (3.2 KM) WEST OF LAKE ITASCA, 52 FT
 DH5905'(15.8 M) SOUTH OF CO RD 37 AND 54 FT (16.5 M) WEST OF CO RD 107.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0661 ***********************************************************************
 SK0661  DESIGNATION -  20 CLC
 SK0661  PID         -  SK0661
 SK0661  STATE/COUNTY-  MN/POLK
 SK0661  COUNTRY     -  US
 SK0661  USGS QUAD   -  TRAIL (1972)
 SK0661
 SK0661                         *CURRENT SURVEY CONTROL
 SK0661  ______________________________________________________________________
 SK0661* NAD 83(2007) POSITION- 47 46 58.74689(N) 095 43 49.06807(W)   ADJUSTED  
 SK0661* NAD 83(2007) ELLIP HT-   349.366 (meters)        (02/10/07)   ADJUSTED
 SK0661* NAD 83(2007) EPOCH   -  2002.00
 SK0661* NAVD 88 ORTHO HEIGHT -   376.550  (meters)    1235.40  (feet) ADJUSTED  
 SK0661  ______________________________________________________________________
 SK0661  NAD 83(2007) X  -   -428,723.673 (meters)                     COMP
 SK0661  NAD 83(2007) Y  - -4,272,396.876 (meters)                     COMP
 SK0661  NAD 83(2007) Z  -  4,700,955.377 (meters)                     COMP
 SK0661  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC09
 SK0661  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 SK0661  DYNAMIC HEIGHT  -        376.614 (meters)     1235.61  (feet) COMP
 SK0661  MODELED GRAVITY -    980,772.2   (mgal)                       NAVD 88
 SK0661
 SK0661  VERT ORDER      -  SECOND    CLASS 0
 SK0661
 SK0661  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0661  Type                                         Horiz  Ellip  Dist(km)
 SK0661  -------------------------------------------------------------------
 SK0661  NETWORK                                       0.62   0.59
 SK0661  -------------------------------------------------------------------
 SK0661  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.54   0.45      6.45
 SK0661  -------------------------------------------------------------------
 SK0661  NOTE: Click here for information on individual local accuracy
 SK0661  values and other accuracy information.
 SK0661
 SK0661
 SK0661.The horizontal coordinates were established by GPS observations
 SK0661.and adjusted by the National Geodetic Survey in February 2007.
 SK0661
 SK0661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0661.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0661
 SK0661.The horizontal coordinates are valid at the epoch date displayed above
 SK0661.which is a decimal equivalence of Year/Month/Day.
 SK0661
 SK0661.The orthometric height was determined by differential leveling and
 SK0661.adjusted in June 1991.
 SK0661
 SK0661.Photographs are available for this station.
 SK0661
 SK0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0661
 SK0661.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0661
 SK0661.The ellipsoidal height was determined by GPS observations
 SK0661.and is referenced to NAD 83.
 SK0661
 SK0661.The dynamic height is computed by dividing the NAVD 88
 SK0661.geopotential number by the normal gravity value computed on the
 SK0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0661.degrees latitude (g = 980.6199 gals.).
 SK0661
 SK0661.The modeled gravity was interpolated from observed gravity values.
 SK0661
 SK0661. The following values were computed from the NAD 83(2007) position.
 SK0661
 SK0661;                    North         East     Units Scale Factor Converg.
 SK0661;SPC MN N     -   245,986.439   602,948.494   MT  0.99990323   -1 56 58.7
 SK0661;SPC MN N     -   807,040.51  1,978,173.52   sFT  0.99990323   -1 56 58.7
 SK0661;UTM  15      - 5,295,790.519   295,486.880   MT  1.00011399   -2 01 22.0
 SK0661
 SK0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0661!SPC MN N     -   0.99994524  x   0.99990323  =   0.99984848
 SK0661!UTM  15      -   0.99994524  x   1.00011399  =   1.00005923
 SK0661
 SK0661:                Primary Azimuth Mark                     Grid Az
 SK0661:SPC MN N     -  TRAIL AZ MK                              175 18 43.9
 SK0661:UTM  15      -  TRAIL AZ MK                              175 23 07.2
 SK0661
 SK0661|---------------------------------------------------------------------|
 SK0661| PID    Reference Object                     Distance      Geod. Az  |
 SK0661|                                                           dddmmss.s |
 SK0661| CP5013 TRAIL AZ MK                         475.061 METERS 1732145.2 |
 SK0661|---------------------------------------------------------------------|
 SK0661
 SK0661                          SUPERSEDED SURVEY CONTROL
 SK0661
 SK0661  NAD 83(1996)-  47 46 58.74670(N)    095 43 49.06785(W) AD(       ) 1
 SK0661  ELLIP H (08/20/03)  349.376  (m)                       GP(       ) 3 2
 SK0661  NAVD 88 (08/20/03)  376.55   (m)         1235.4    (f) LEVELING    3  
 SK0661
 SK0661.Superseded values are not recommended for survey control.
 SK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0661.See file dsdata.txt to determine how the superseded data were derived.
 SK0661
 SK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN9548695790(NAD 83)
 SK0661
 SK0661_MARKER: DD = SURVEY DISK
 SK0661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK0661_SP_SET: COPPER-CLAD STEEL ROD
 SK0661_STAMPING: 20 CLC 1967
 SK0661_MARK LOGO: MNDT  
 SK0661_PROJECTION: FLUSH
 SK0661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0661+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0661_ROD/PIPE-DEPTH:  4.6 meters
 SK0661
 SK0661  HISTORY     - Date     Condition        Report By
 SK0661  HISTORY     - 1967     MONUMENTED       MNDT
 SK0661  HISTORY     - 20020401 GOOD             MNDT
 SK0661  HISTORY     - 20020827 GOOD             MNDT
 SK0661
 SK0661                          STATION DESCRIPTION
 SK0661
 SK0661'DESCRIBED BY MN DEPT OF TRANSP 1967
 SK0661'3.1 KM (1.90 MI) WEST FROM TRAIL.
 SK0661'TRAIL, 2.0 MI WEST OF, NEAR THE QUARTER CORNER OF SECTION 25, AND 26,
 SK0661'T. 150 N., R. 40 W., 81 FT SOUTH, 84 FT WEST AND 2.4 FT LOWER THAN
 SK0661'CROSSROADS, NEAR THE NE. CORNER OF THE FENCE, 2 FT SOUTH OF A WITNESS
 SK0661'SIGN, A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 15 FT, A
 SK0661'STANDARD TABLET CRIMPED TO ROD AND STAMPED 20 CLC 1967.
 SK0661
 SK0661                          STATION RECOVERY (2002)
 SK0661
 SK0661'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0661'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.3 MI NORTH AND
 SK0661'2.0 MI WEST OF TRAIL, 1.95 MI WEST ALONG TH 92 FROM J CT OF CO  RD 28
 SK0661'AND TH 92 IN TRAIL, AT TH 92 MP 28.6, 80 FT SOUTH OF T H 92, 83.3 FT
 SK0661'WEST  OF CO RD 6, 10 FT ESE OF CABLE MARKER, 7.2 FT WEST  OF FENCE,
 SK0661'NEAR NE FENCE COR, 2.3 FT SOUTH OF WIT POST, FLUSH, MAGNETI C,
 SK0661'SUITABLE FOR GPS
 SK0661
 SK0661                          STATION RECOVERY (2002)
 SK0661
 SK0661'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0661'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SK0661'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7839 ***********************************************************************
 DG7839  DESIGNATION -  20 ERS RESET
 DG7839  PID         -  DG7839
 DG7839  STATE/COUNTY-  MN/WRIGHT
 DG7839  COUNTRY     -  US
 DG7839  USGS QUAD   -  SOUTH HAVEN (1974)
 DG7839
 DG7839                         *CURRENT SURVEY CONTROL
 DG7839  ______________________________________________________________________
 DG7839* NAD 83(1986) POSITION- 45 16 05.79   (N) 094 10 54.24   (W)   HD_HELD1  
 DG7839* NAVD 88 ORTHO HEIGHT -   334.392  (meters)    1097.08  (feet) ADJUSTED  
 DG7839  ______________________________________________________________________
 DG7839  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DG7839  DYNAMIC HEIGHT  -        334.368 (meters)     1097.01  (feet) COMP
 DG7839  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 DG7839
 DG7839  VERT ORDER      -  SECOND    CLASS I
 DG7839
 DG7839.The horizontal coordinates were established by differentially corrected
 DG7839.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG7839.
 DG7839.The orthometric height was determined by differential leveling and
 DG7839.adjusted in December 2004.
 DG7839
 DG7839.No vertical observational check was made to the station.
 DG7839
 DG7839.Photographs are available for this station.
 DG7839
 DG7839.The dynamic height is computed by dividing the NAVD 88
 DG7839.geopotential number by the normal gravity value computed on the
 DG7839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7839.degrees latitude (g = 980.6199 gals.).
 DG7839
 DG7839.The modeled gravity was interpolated from observed gravity values.
 DG7839
 DG7839;                    North         East    Units  Estimated Accuracy
 DG7839;SPC MN S     -   352,056.7     785,737.8     MT  (+/- 3 meters HH1 GPS) 
 DG7839
 DG7839                          SUPERSEDED SURVEY CONTROL
 DG7839
 DG7839.No superseded survey control is available for this station.
 DG7839
 DG7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0729713432(NAD 83)
 DG7839
 DG7839_MARKER: DD = SURVEY DISK
 DG7839_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7839_STAMPING: 20 ERS RESET 1980
 DG7839_MARK LOGO: USGS  
 DG7839_PROJECTION: PROJECTING 3 CENTIMETERS
 DG7839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7839+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2009
 DG7839
 DG7839  HISTORY     - Date     Condition        Report By
 DG7839  HISTORY     - 1980     MONUMENTED       USGS
 DG7839  HISTORY     - 20080811 GOOD             MNDT
 DG7839  HISTORY     - 20090413 GOOD             MNDT
 DG7839
 DG7839                          STATION DESCRIPTION
 DG7839
 DG7839'DESCRIBED BY US GEOLOGICAL SURVEY 1980 (DKH)
 DG7839'THE MARK IS LOCATED 2.7 MI (4.3 KM) WEST OF ANNANDALE, 400 FT (121.9
 DG7839'M) WEST OF CO RD 3, 32 FT (9.8 M) SOUTH OF E-W TWP RD (80TH ST NW, 6.2
 DG7839'FT (1.9 M) NORTH OF P-POLE, 1.0 FT (0.3 M) ESE OF WIT POST, STA FLUSH
 DG7839'WITH GROUND.
 DG7839
 DG7839                          STATION RECOVERY (2008)
 DG7839
 DG7839'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DG7839'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTH OF FRENCH LAKE, 2.9 MI
 DG7839'(4.7 KM) WEST OF ANNANDALE AND 2.2 MI (3.5 KM) SOUTHEAST OF SOUTH
 DG7839'HAVEN.
 DG7839' 
 DG7839'TO REACH TO THE STATION GO 2.7 MI (4.3 KM) WEST OF ANNANDALE TO TRUNK
 DG7839'HIGHWAY 55 MILE POINT 138.75, THEN 0.5 MI (0.8 KM) SOUTH ON COUNTY 3,
 DG7839'THEN 0.1 MI (0.2 KM) WEST ON 80TH STREET NORTHWEST, 32 FT (9.8 M)
 DG7839'SOUTH OF EAST-WEST TOWNSHIP ROAD 6.2 FT (1.9 M) NORTH OF POWER POLE,
 DG7839'1.0 FT (0.3 M) EAST-SOUTHEAST OF A WITNESS POST.
 DG7839
 DG7839                          STATION RECOVERY (2009)
 DG7839
 DG7839'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MES)
 DG7839'THE MARK WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2327 ***********************************************************************
 DL2327  DESIGNATION -  20 HEH
 DL2327  PID         -  DL2327
 DL2327  STATE/COUNTY-  MN/ROSEAU
 DL2327  COUNTRY     -  US
 DL2327  USGS QUAD   -  BADGER NW (1966)
 DL2327
 DL2327                         *CURRENT SURVEY CONTROL
 DL2327  ______________________________________________________________________
 DL2327* NAD 83(2007) POSITION- 48 57 02.70277(N) 096 12 29.03796(W)   ADJUSTED  
 DL2327* NAD 83(2007) ELLIP HT-   287.002 (meters)        (04/01/09)   ADJUSTED
 DL2327* NAD 83(2007) EPOCH   -  2002.00
 DL2327* NAVD 88 ORTHO HEIGHT -   314.5    (meters)    1032.    (feet) GPS OBS   
 DL2327  ______________________________________________________________________
 DL2327  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2327  GEOID HEIGHT    -        -27.51  (meters)                     GEOID03
 DL2327  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DL2327  NAD 83(2007) X  -   -453,834.237 (meters)                     COMP
 DL2327  NAD 83(2007) Y  - -4,172,144.569 (meters)                     COMP
 DL2327  NAD 83(2007) Z  -  4,787,180.197 (meters)                     COMP
 DL2327  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC09
 DL2327  HORZ ORDER      -  FIRST
 DL2327  ELLP ORDER      -  FOURTH    CLASS I
 DL2327
 DL2327.The horizontal coordinates were established by GPS observations
 DL2327.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2327
 DL2327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2327.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2327
 DL2327.The horizontal coordinates are valid at the epoch date displayed above
 DL2327.which is a decimal equivalence of Year/Month/Day.
 DL2327
 DL2327.The orthometric height was determined by GPS observations and a
 DL2327.high-resolution geoid model.
 DL2327
 DL2327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2327
 DL2327.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2327
 DL2327.The ellipsoidal height was determined by GPS observations
 DL2327.and is referenced to NAD 83.
 DL2327
 DL2327. The following values were computed from the NAD 83(2007) position.
 DL2327
 DL2327;                    North         East     Units Scale Factor Converg.
 DL2327;SPC MN N     -   377,057.765   572,393.229   MT  1.00009312   -2 18 13.5
 DL2327;SPC MN N     - 1,237,063.68  1,877,926.79   sFT  1.00009312   -2 18 13.5
 DL2327;UTM  14      - 5,425,738.059   704,399.308   MT  1.00011328   +2 06 22.5
 DL2327
 DL2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2327!SPC MN N     -   0.99995502  x   1.00009312  =   1.00004814
 DL2327!UTM  14      -   0.99995502  x   1.00011328  =   1.00006830
 DL2327
 DL2327                          SUPERSEDED SURVEY CONTROL
 DL2327
 DL2327.No superseded survey control is available for this station.
 DL2327
 DL2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQV0439925738(NAD 83)
 DL2327
 DL2327_MARKER: DD = SURVEY DISK
 DL2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2327_STAMPING: 20 HEH 1966
 DL2327_MARK LOGO: USGS  
 DL2327_PROJECTION: PROJECTING 10 CENTIMETERS
 DL2327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2327+STABILITY: SURFACE MOTION
 DL2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2327+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2327
 DL2327  HISTORY     - Date     Condition        Report By
 DL2327  HISTORY     - 1966     MONUMENTED       USGS
 DL2327  HISTORY     - 20091001 GOOD             MNDT
 DL2327
 DL2327                          STATION DESCRIPTION
 DL2327
 DL2327'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2327'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2327'THE MARK IS 11.5 MILES NORTH AND 9 MILES WEST OF BADGER, 4.5 MILES
 DL2327'WEST AND SOUTH ON COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND
 DL2327'TRUNK HIGHWAY 89 IN PINE CREEK TO THE ROSEAU RIVER WILDLIFE MANAGEMENT
 DL2327'AREA ENTRANCE, THENCE WEST ON GRAVEL ROAD FOR 9.5 MILES, 0.6 MILE EAST
 DL2327'OF WYE JUNCTION IN ROAD, 19 FEET SOUTH OF ROAD, 1.0 FOOT EAST OF A
 DL2327'STEEL POST, 1.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7882 ***********************************************************************
 DK7882  DESIGNATION -  20 LNB
 DK7882  PID         -  DK7882
 DK7882  STATE/COUNTY-  MN/OTTER TAIL
 DK7882  COUNTRY     -  US
 DK7882  USGS QUAD   -  LAKE MILTONA WEST (1969)
 DK7882
 DK7882                         *CURRENT SURVEY CONTROL
 DK7882  ______________________________________________________________________
 DK7882* NAD 83(1986) POSITION- 46 07 21.2    (N) 095 27 31.9    (W)   HD_HELD2  
 DK7882* NAVD 88 ORTHO HEIGHT -   440.809  (meters)    1446.22  (feet) ADJUSTED  
 DK7882  ______________________________________________________________________
 DK7882  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DK7882  DYNAMIC HEIGHT  -        440.802 (meters)     1446.20  (feet) COMP
 DK7882  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 DK7882
 DK7882  VERT ORDER      -  SECOND    CLASS I
 DK7882
 DK7882.The horizontal coordinates were established by autonomous hand held GPS
 DK7882.observations and have an estimated accuracy of +/- 10 meters.
 DK7882.
 DK7882.The orthometric height was determined by differential leveling and
 DK7882.adjusted in May 2009.
 DK7882
 DK7882.No vertical observational check was made to the station.
 DK7882
 DK7882.Photographs are available for this station.
 DK7882
 DK7882.The dynamic height is computed by dividing the NAVD 88
 DK7882.geopotential number by the normal gravity value computed on the
 DK7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7882.degrees latitude (g = 980.6199 gals.).
 DK7882
 DK7882.The modeled gravity was interpolated from observed gravity values.
 DK7882
 DK7882;                    North         East    Units  Estimated Accuracy
 DK7882;SPC MN C     -   225,480.      706,575.      MT  (+/- 10 meters HH2 GPS)
 DK7882
 DK7882                          SUPERSEDED SURVEY CONTROL
 DK7882
 DK7882.No superseded survey control is available for this station.
 DK7882
 DK7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM1002710603(NAD 83)
 DK7882
 DK7882_MARKER: DD = SURVEY DISK
 DK7882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7882_STAMPING: 20 LNB 1967
 DK7882_MARK LOGO: USGS  
 DK7882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7882+STABILITY: SURFACE MOTION
 DK7882
 DK7882  HISTORY     - Date     Condition        Report By
 DK7882  HISTORY     - 1967     MONUMENTED       USGS
 DK7882  HISTORY     - 20051003 GOOD             MNDT
 DK7882
 DK7882                          STATION DESCRIPTION
 DK7882
 DK7882'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7882'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHWEST OF MILTONA, 6.6
 DK7882'MI (10.6 KM) WEST-SOUTHWEST OF PARKERS PRAIRIE AND 6.3 MI (10.1 KM)
 DK7882'NORTHEAST OF MILLERVILLE.  2.5 MI (4.0 KM) EAST OF URBANK, 54 FT (16.5
 DK7882'M) SOUTH AND 27 FT (8.2 M) EAST OF TRUNK HIGHWAY 235, AT TRUNK HIGHWAY
 DK7882'235 MILE POINT 2.55, AT FIELD ENTRANCE SOUTH, 2.3 FT (0.7 M) EAST OF
 DK7882'POWER POLE, 1.0 FT (0.3 M) NORTH OF A FENCE, 1.5 FT (0.5 M) WEST OF A
 DK7882'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6148 ***********************************************************************
 DK6148  DESIGNATION -  20 MDD
 DK6148  PID         -  DK6148
 DK6148  STATE/COUNTY-  MN/MARSHALL
 DK6148  COUNTRY     -  US
 DK6148  USGS QUAD   -  BIG WOODS (1966)
 DK6148
 DK6148                         *CURRENT SURVEY CONTROL
 DK6148  ______________________________________________________________________
 DK6148* NAD 83(2007) POSITION- 48 15 11.96582(N) 097 01 16.38540(W)   ADJUSTED  
 DK6148* NAD 83(2007) ELLIP HT-   218.552 (meters)        (07/11/08)   ADJUSTED
 DK6148* NAD 83(2007) EPOCH   -  2002.00
 DK6148* NAVD 88 ORTHO HEIGHT -   245.5    (meters)     805.    (feet) GPS OBS   
 DK6148  ______________________________________________________________________
 DK6148  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6148  GEOID HEIGHT    -        -26.99  (meters)                     GEOID03
 DK6148  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK6148  NAD 83(2007) X  -   -520,104.446 (meters)                     COMP
 DK6148  NAD 83(2007) Y  - -4,222,981.367 (meters)                     COMP
 DK6148  NAD 83(2007) Z  -  4,735,840.980 (meters)                     COMP
 DK6148  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC09
 DK6148  HORZ ORDER      -  FIRST
 DK6148  ELLP ORDER      -  FIRST     CLASS I
 DK6148
 DK6148.The horizontal coordinates were established by GPS observations
 DK6148.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6148
 DK6148.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6148.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6148
 DK6148.The horizontal coordinates are valid at the epoch date displayed above
 DK6148.which is a decimal equivalence of Year/Month/Day.
 DK6148
 DK6148.The orthometric height was determined by GPS observations and a
 DK6148.high-resolution geoid model.
 DK6148
 DK6148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6148
 DK6148.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6148
 DK6148.The ellipsoidal height was determined by GPS observations
 DK6148.and is referenced to NAD 83.
 DK6148
 DK6148. The following values were computed from the NAD 83(2007) position.
 DK6148
 DK6148;                    North         East     Units Scale Factor Converg.
 DK6148;SPC MN N     -   302,309.650   508,958.569   MT  0.99992941   -2 54 23.3
 DK6148;SPC MN N     -   991,827.58  1,669,808.24   sFT  0.99992941   -2 54 23.3
 DK6148;UTM  14      - 5,346,349.464   646,880.866   MT  0.99986508   +1 28 35.8
 DK6148
 DK6148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6148!SPC MN N     -   0.99996575  x   0.99992941  =   0.99989516
 DK6148!UTM  14      -   0.99996575  x   0.99986508  =   0.99983083
 DK6148
 DK6148                          SUPERSEDED SURVEY CONTROL
 DK6148
 DK6148.No superseded survey control is available for this station.
 DK6148
 DK6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4688046349(NAD 83)
 DK6148
 DK6148_MARKER: DD = SURVEY DISK
 DK6148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6148_STAMPING: 20 MDD 1966
 DK6148_MARK LOGO: USGS  
 DK6148_PROJECTION: RECESSED 3 CENTIMETERS
 DK6148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6148+STABILITY: SURFACE MOTION
 DK6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6148+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DK6148
 DK6148  HISTORY     - Date     Condition        Report By
 DK6148  HISTORY     - 1966     MONUMENTED       USGS
 DK6148  HISTORY     - 20070606 GOOD             MNDT
 DK6148
 DK6148                          STATION DESCRIPTION
 DK6148
 DK6148'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6148'4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE JUNCTION OF COUNTY ROAD 10
 DK6148'AND TRUNK HIGHWAY 1 IN ALVANDO, 1 MILE WEST ON COUNTY ROAD 20, 37 FEET
 DK6148'NORTH OF GRAVEL ROAD AND 39 FEET EAST OF COUNTY ROAD 144, 2.4 FEET
 DK6148'NORTHWEST OF POWER POLE, 1.3 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2677 ***********************************************************************
 DK2677  DESIGNATION -  20 RB RESET
 DK2677  PID         -  DK2677
 DK2677  STATE/COUNTY-  MN/POPE
 DK2677  COUNTRY     -  US
 DK2677  USGS QUAD   -  LAKE MINNEWASKA (1968)
 DK2677
 DK2677                         *CURRENT SURVEY CONTROL
 DK2677  ______________________________________________________________________
 DK2677* NAD 83(1986) POSITION- 45 30 47.98   (N) 095 28 49.07   (W)   HD_HELD1  
 DK2677* NAVD 88 ORTHO HEIGHT -   388.093  (meters)    1273.27  (feet) ADJUSTED  
 DK2677  ______________________________________________________________________
 DK2677  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 DK2677  DYNAMIC HEIGHT  -        388.079 (meters)     1273.22  (feet) COMP
 DK2677  MODELED GRAVITY -    980,568.4   (mgal)                       NAVD 88
 DK2677
 DK2677  VERT ORDER      -  SECOND    CLASS I
 DK2677
 DK2677.The horizontal coordinates were established by differentially corrected
 DK2677.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK2677.
 DK2677.The orthometric height was determined by differential leveling and
 DK2677.adjusted in May 2008.
 DK2677
 DK2677.Photographs are available for this station.
 DK2677
 DK2677.The dynamic height is computed by dividing the NAVD 88
 DK2677.geopotential number by the normal gravity value computed on the
 DK2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2677.degrees latitude (g = 980.6199 gals.).
 DK2677
 DK2677.The modeled gravity was interpolated from observed gravity values.
 DK2677
 DK2677;                    North         East    Units  Estimated Accuracy
 DK2677;SPC MN C     -   157,802.0     703,866.6     MT  (+/- 3 meters HH1 GPS) 
 DK2677
 DK2677                          SUPERSEDED SURVEY CONTROL
 DK2677
 DK2677.No superseded survey control is available for this station.
 DK2677
 DK2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0626942969(NAD 83)
 DK2677
 DK2677_MARKER: DD = SURVEY DISK
 DK2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2677_STAMPING: 20 RB 1966 1273
 DK2677_MARK LOGO: DI    
 DK2677_PROJECTION: PROJECTING 41 CENTIMETERS
 DK2677_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2677+STABILITY: SURFACE MOTION
 DK2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2677+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2007
 DK2677
 DK2677  HISTORY     - Date     Condition        Report By
 DK2677  HISTORY     - 1966     MONUMENTED       USGS
 DK2677  HISTORY     - 20071011 GOOD             MNDT
 DK2677
 DK2677                          STATION DESCRIPTION
 DK2677
 DK2677'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK2677'7 MILES SOUTH AND 3 MILES EAST OF STARBUCK, 49 FEET NORTH AND 50 FEET
 DK2677'EAST OF JUNCTION OF COUNTY ROAD 13-COUNTY ROAD 74 AND 270TH STREET,
 DK2677'23.3 FEET NORTH-NORTHWEST OF FENCE CORNER, 10.32 FEET NORTHEAST OF
 DK2677'POWER POLE WITH GUY WIRE, 1.0 FEET WEST OF NORTH/SOUTH FENCE, 1.0 FEET
 DK2677'SOUTH OF WITNESS POST.
 DK2677
 DK2677                          STATION RECOVERY (2007)
 DK2677
 DK2677'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2677'THE STATION IS LOCATED ABOUT 8.4 MI (13.4 KM) NORTH-NORTHWEST OF SWIFT
 DK2677'FALLS, 7.8 MI (12.6 KM) WEST OF TERRACE AND 7.4 MI (11.9 KM)
 DK2677'SOUTH-SOUTHEAST OF STARBUCK.
 DK2677' 
 DK2677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2896 ***********************************************************************
 DK2896  DESIGNATION -  20 TPA
 DK2896  PID         -  DK2896
 DK2896  STATE/COUNTY-  MN/BELTRAMI
 DK2896  COUNTRY     -  US
 DK2896  USGS QUAD   -  NEBISH (1972)
 DK2896
 DK2896                         *CURRENT SURVEY CONTROL
 DK2896  ______________________________________________________________________
 DK2896* NAD 83(2007) POSITION- 47 45 33.10271(N) 094 45 46.22631(W)   ADJUSTED  
 DK2896* NAD 83(2007) ELLIP HT-   385.284 (meters)        (07/09/09)   ADJUSTED
 DK2896* NAD 83(2007) EPOCH   -  2002.00
 DK2896* NAVD 88 ORTHO HEIGHT -   413.3    (meters)    1356.    (feet) GPS OBS   
 DK2896  ______________________________________________________________________
 DK2896  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK2896  GEOID HEIGHT    -        -28.05  (meters)                     GEOID03
 DK2896  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DK2896  NAD 83(2007) X  -   -356,689.952 (meters)                     COMP
 DK2896  NAD 83(2007) Y  - -4,281,002.638 (meters)                     COMP
 DK2896  NAD 83(2007) Z  -  4,699,204.102 (meters)                     COMP
 DK2896  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC09
 DK2896  HORZ ORDER      -  FIRST
 DK2896  ELLP ORDER      -  THIRD     CLASS I
 DK2896
 DK2896.The horizontal coordinates were established by GPS observations
 DK2896.and adjusted by the National Geodetic Survey in July 2009.
 DK2896
 DK2896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2896.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2896
 DK2896.The horizontal coordinates are valid at the epoch date displayed above
 DK2896.which is a decimal equivalence of Year/Month/Day.
 DK2896
 DK2896.The orthometric height was determined by GPS observations and a
 DK2896.high-resolution geoid model.
 DK2896
 DK2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2896
 DK2896.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2896
 DK2896.The ellipsoidal height was determined by GPS observations
 DK2896.and is referenced to NAD 83.
 DK2896
 DK2896. The following values were computed from the NAD 83(2007) position.
 DK2896
 DK2896;                    North         East     Units Scale Factor Converg.
 DK2896;SPC MN N     -   241,329.390   675,355.180   MT  0.99990370   -1 13 57.1
 DK2896;SPC MN N     -   791,761.51  2,215,727.79   sFT  0.99990370   -1 13 57.1
 DK2896;UTM  15      - 5,291,041.141   367,891.207   MT  0.99981447   -1 18 19.0
 DK2896
 DK2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2896!SPC MN N     -   0.99993962  x   0.99990370  =   0.99984332
 DK2896!UTM  15      -   0.99993962  x   0.99981447  =   0.99975410
 DK2896
 DK2896                          SUPERSEDED SURVEY CONTROL
 DK2896
 DK2896  NAD 83(1996)-  47 45 33.10289(N)    094 45 46.22662(W) AD(       ) 1
 DK2896  ELLIP H (01/10/08)  385.276  (m)                       GP(       ) 3 1
 DK2896
 DK2896.Superseded values are not recommended for survey control.
 DK2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2896.See file dsdata.txt to determine how the superseded data were derived.
 DK2896
 DK2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6789191041(NAD 83)
 DK2896
 DK2896_MARKER: DD = SURVEY DISK
 DK2896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK2896+WITH SETTING: INFORMATION.
 DK2896_STAMPING: 20 TPA 1972
 DK2896_MARK LOGO: USGS  
 DK2896_PROJECTION: RECESSED 25 CENTIMETERS
 DK2896_MAGNETIC: I = MARKER IS A STEEL ROD
 DK2896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2896+SATELLITE: SATELLITE OBSERVATIONS - 1972
 DK2896_ROD/PIPE-DEPTH:  2.7 meters
 DK2896
 DK2896  HISTORY     - Date     Condition        Report By
 DK2896  HISTORY     - 1972     MONUMENTED       USGS
 DK2896
 DK2896                          STATION DESCRIPTION
 DK2896
 DK2896'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DK2896'10 MILES WEST OF BLACKDUCK,4 MILES EAST OF NEBISH,10 MILES WEST OF THE
 DK2896'JUNCTION OF COUNTY ROAD 32 AND TRUNK HIGHWAY 72,49 FEET SOUTH OF ROAD,
 DK2896'AT FIELD ROAD NORTH, 1 FOOT NORTH OF FENCE CORNER, 1 FOOT NORTH OF
 DK2896'WITNESS SIGN
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0520 ***********************************************************************
 QO0520  DESIGNATION -  20 WHV
 QO0520  PID         -  QO0520
 QO0520  STATE/COUNTY-  MN/HENNEPIN
 QO0520  COUNTRY     -  US
 QO0520  USGS QUAD   -  OSSEO (1993)
 QO0520
 QO0520                         *CURRENT SURVEY CONTROL
 QO0520  ______________________________________________________________________
 QO0520* NAD 83(1986) POSITION- 45 07 23.52   (N) 093 25 37.31   (W)   HD_HELD1  
 QO0520* NAVD 88 ORTHO HEIGHT -   274.915  (meters)     901.95  (feet) ADJUSTED  
 QO0520  ______________________________________________________________________
 QO0520  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO0520  DYNAMIC HEIGHT  -        274.901 (meters)      901.90  (feet) COMP
 QO0520  MODELED GRAVITY -    980,559.6   (mgal)                       NAVD 88
 QO0520
 QO0520  VERT ORDER      -  SECOND    CLASS I
 QO0520
 QO0520.The horizontal coordinates were established by differentially corrected
 QO0520.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0520.
 QO0520.The orthometric height was determined by differential leveling and
 QO0520.adjusted in June 1991.
 QO0520
 QO0520.Photographs are available for this station.
 QO0520
 QO0520.The dynamic height is computed by dividing the NAVD 88
 QO0520.geopotential number by the normal gravity value computed on the
 QO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0520.degrees latitude (g = 980.6199 gals.).
 QO0520
 QO0520.The modeled gravity was interpolated from observed gravity values.
 QO0520
 QO0520;                    North         East    Units  Estimated Accuracy
 QO0520;SPC MN S     -   336,075.9     845,078.7     MT  (+/- 3 meters HH1 GPS) 
 QO0520
 QO0520                          SUPERSEDED SURVEY CONTROL
 QO0520
 QO0520  NGVD 29 (??/??/92)  274.826  (m)          901.66   (f) ADJ UNCH    2 0
 QO0520
 QO0520.Superseded values are not recommended for survey control.
 QO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0520.See file dsdata.txt to determine how the superseded data were derived.
 QO0520
 QO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6641596725(NAD 83)
 QO0520
 QO0520_MARKER: DB = BENCH MARK DISK
 QO0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0520_SP_SET: CONCRETE MONUMENT
 QO0520_STAMPING: 20 WHV 1950
 QO0520_MARK LOGO: USGS  
 QO0520_PROJECTION: PROJECTING 15 CENTIMETERS
 QO0520_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QO0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0520+STABILITY: SURFACE MOTION
 QO0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0520+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 QO0520
 QO0520  HISTORY     - Date     Condition        Report By
 QO0520  HISTORY     - 1950     MONUMENTED       USGS
 QO0520  HISTORY     - 1967     GOOD             MNDT
 QO0520  HISTORY     - 1970     GOOD             NGS
 QO0520  HISTORY     - 1980     GOOD             MNDT
 QO0520  HISTORY     - 19800114 GOOD             MNDT
 QO0520  HISTORY     - 19940817 GOOD             USPSQD
 QO0520  HISTORY     - 20020928 GOOD             USPSQD
 QO0520  HISTORY     - 20041118 GOOD             USPSQD
 QO0520  HISTORY     - 20061124 GOOD             USPSQD
 QO0520  HISTORY     - 20071107 GOOD             MNDT
 QO0520
 QO0520                          STATION DESCRIPTION
 QO0520
 QO0520'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0520'1.2 MI NW FROM OSSEO.
 QO0520'MARK IS LOCATED IN THE NE1/4, SECTION 14, T119N, R22W.  ABOUT 1.2
 QO0520'MILES NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD U.S.G.S.
 QO0520'DISK, STAMPED 20 WHV 1950, SET IN A CONCRETE TABLET.  MARK IS 33 FEET
 QO0520'SOUTHWEST OF THE CENTERLINE OF RAILROAD, 132 FEET SOUTHWEST OF
 QO0520'INTERSECTION OF T.H. 152 AND COUNTY ROAD NO. 30, 150 FEET SOUTH OF THE
 QO0520'CENTERLINE OF ROAD (CO. RD. NO. 30) AT RAILROAD CROSSING, 0.6 FOOT
 QO0520'NORTHEAST OF A STEEL WITNESS POST AND PROJECTS 6 INCHES ABOVE GROUND.
 QO0520
 QO0520                          STATION RECOVERY (1970)
 QO0520
 QO0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (1980)
 QO0520
 QO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0520'THE MARK IS 1.2 MILES NORTHWEST MEASURED ALONG T.H. 152 FROM THE
 QO0520'NORTH JUNCTION OF T.H. 52 AND T.H. 152 IN OSSEO. IT IS 150 FEET
 QO0520'SOUTHEAST OF THE CET.NTERLINE OF COUNTY ROAD 30 AT THE RAILROAD
 QO0520'CROSSING, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD. IT IS
 QO0520'A STANDARD USGS DISK IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 QO0520'INCHES
 QO0520
 QO0520                          STATION RECOVERY (1980)
 QO0520
 QO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0520'THE MARK IS IN THE TOWN OF OSSEO, IN THE NE 1/4 OF SECTION 14, T119N,
 QO0520'R22W, ALONG THE BURLINGTON NORTHERN RAILROAD, 1.2 MI (1.9 KM)
 QO0520'NORTHWEST ALONG TRUNK HIGHWAY 152 FROM ITS JUCTION WITH TRUNK HIGHWAY
 QO0520'52 IN OSSEO. THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---20
 QO0520'WHV 1950---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE
 QO0520'MONUMENT THAT PROJECTS 0.5 FT (0.2 M) ABOVE THE SURFACE OF THE
 QO0520'GROUND.  THE MARK IS 150 FT (45.7 M) SOUTHEAST OF THE CENTERLINE OF
 QO0520'COUNTY ROAD 30 AT THE RAILROAD CROSSING, 33 FT (10.1 M) SOUTHWEST OF
 QO0520'THE CENTERLINE OF THE BURLINGTON NORTHERN RAILROAD, AND 0.6 FT
 QO0520'(0.2 M) NORTHEAST OF A STEEL WITNESS POST. STEEL ROD IN THE PRECAST
 QO0520'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0520
 QO0520                          STATION RECOVERY (1994)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (2002)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (2004)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0520'RECOVERED IN GOOD CONDITION.
 QO0520
 QO0520                          STATION RECOVERY (2006)
 QO0520
 QO0520'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO0520'PRECAST CONCRETE MONUMENT DESCRIBED IN 1980 RECOVERY IS APPROXIMATELY
 QO0520'9 INCHES SQUARE AND 6-FEET DEEP.
 QO0520
 QO0520                          STATION RECOVERY (2007)
 QO0520
 QO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0520'THE MARK IS LOCATED ABOUT 7.4 MI (12.0 KM) NORTHEAST OF HAMEL, 5.5 MI
 QO0520'(8.9 KM) SOUTH-SOUTHWEST OF ANOKA AND 1.2 MI (2.0 KM) WEST-NORTHWEST
 QO0520'OF OSSEO.   TO REACH TO THE MARK GO 1.2 MILES NORTHWEST OF JUNCTION OF
 QO0520'TRUNK HIGHWAY 152 AND OLD TRUNK HIGHWAY 52 IN OSSEO, 150 FEET
 QO0520'SOUTHEAST OF TRUNK HIGHWAY 81 AT 93RD AVENUE NORTH, AT RAILROAD
 QO0520'CROSSING, 300.0 FEET EAST OF 93RD AVENUE NORTH, 0.6 FEET NORTHEAST OF
 QO0520'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7901 ***********************************************************************
 DH7901  DESIGNATION -  2001 A
 DH7901  PID         -  DH7901
 DH7901  STATE/COUNTY-  MN/DODGE
 DH7901  COUNTRY     -  US
 DH7901  USGS QUAD   -  OWATONNA SE (1962)
 DH7901
 DH7901                         *CURRENT SURVEY CONTROL
 DH7901  ______________________________________________________________________
 DH7901* NAD 83(1986) POSITION- 44 03 06.     (N) 093 02 43.     (W)   SCALED    
 DH7901* NAVD 88 ORTHO HEIGHT -   387.662  (meters)    1271.85  (feet) ADJUSTED  
 DH7901  ______________________________________________________________________
 DH7901  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DH7901  DYNAMIC HEIGHT  -        387.598 (meters)     1271.64  (feet) COMP
 DH7901  MODELED GRAVITY -    980,442.0   (mgal)                       NAVD 88
 DH7901
 DH7901  VERT ORDER      -  SECOND    CLASS I
 DH7901
 DH7901.The horizontal coordinates were scaled from a topographic map and have
 DH7901.an estimated accuracy of +/- 6 seconds.
 DH7901.
 DH7901.The orthometric height was determined by differential leveling and
 DH7901.adjusted in March 2006.
 DH7901
 DH7901.No vertical observational check was made to the station.
 DH7901
 DH7901.The dynamic height is computed by dividing the NAVD 88
 DH7901.geopotential number by the normal gravity value computed on the
 DH7901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7901.degrees latitude (g = 980.6199 gals.).
 DH7901
 DH7901.The modeled gravity was interpolated from observed gravity values.
 DH7901
 DH7901;                    North         East    Units  Estimated Accuracy
 DH7901;SPC MN S     -   217,300.      876,500.      MT  (+/- 180 meters Scaled)
 DH7901
 DH7901                          SUPERSEDED SURVEY CONTROL
 DH7901
 DH7901.No superseded survey control is available for this station.
 DH7901
 DH7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ963776(NAD 83)
 DH7901
 DH7901_MARKER: DV = VERTICAL CONTROL DISK
 DH7901_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH7901_STAMPING: 2001 A 1974
 DH7901_MARK LOGO: MNHD  
 DH7901_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7901+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7901
 DH7901  HISTORY     - Date     Condition        Report By
 DH7901  HISTORY     - 1974     MONUMENTED       MNHD
 DH7901  HISTORY     - 20000917 GOOD             MNDT
 DH7901
 DH7901                          STATION DESCRIPTION
 DH7901
 DH7901'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7901'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 DH7901'WEST OF CLAREMONT, 2.0 MI (3.2 KM) WEST OF JCT OF TH 14 AND CO RD 1 IN
 DH7901'CLAREMONT, AT TH 14 MP 182.25, 301 FT (91.7 M) SOUTH OF TH 14, 16.0 FT
 DH7901'(4.9 M) EAST OF FIELD LINE, 1.0 FT (0.3 M) NORTH OF WIT POST, AT NORTH
 DH7901'END OF TREELINE, PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9060 ***********************************************************************
 DE9060  DESIGNATION -  2001 B
 DE9060  PID         -  DE9060
 DE9060  STATE/COUNTY-  MN/DODGE
 DE9060  COUNTRY     -  US
 DE9060  USGS QUAD   -  OWATONNA SE (1962)
 DE9060
 DE9060                         *CURRENT SURVEY CONTROL
 DE9060  ______________________________________________________________________
 DE9060* NAD 83(2007) POSITION- 44 03 02.41854(N) 093 01 33.71075(W)   ADJUSTED  
 DE9060* NAD 83(2007) ELLIP HT-   360.133 (meters)        (02/10/07)   ADJUSTED
 DE9060* NAD 83(2007) EPOCH   -  2002.00
 DE9060* NAVD 88 ORTHO HEIGHT -   388.879  (meters)    1275.85  (feet) ADJUSTED  
 DE9060  ______________________________________________________________________
 DE9060  NAD 83(2007) X  -   -242,400.694 (meters)                     COMP
 DE9060  NAD 83(2007) Y  - -4,585,419.690 (meters)                     COMP
 DE9060  NAD 83(2007) Z  -  4,412,390.368 (meters)                     COMP
 DE9060  LAPLACE CORR    -         -8.16  (seconds)                    DEFLEC09
 DE9060  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DE9060  DYNAMIC HEIGHT  -        388.814 (meters)     1275.63  (feet) COMP
 DE9060  MODELED GRAVITY -    980,438.7   (mgal)                       NAVD 88
 DE9060
 DE9060  VERT ORDER      -  SECOND    CLASS I
 DE9060
 DE9060  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9060  Type                                         Horiz  Ellip  Dist(km)
 DE9060  -------------------------------------------------------------------
 DE9060  NETWORK                                       1.04   0.63
 DE9060  -------------------------------------------------------------------
 DE9060  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.02   0.49      1.81
 DE9060  -------------------------------------------------------------------
 DE9060  NOTE: Click here for information on individual local accuracy
 DE9060  values and other accuracy information.
 DE9060
 DE9060
 DE9060.The horizontal coordinates were established by GPS observations
 DE9060.and adjusted by the National Geodetic Survey in February 2007.
 DE9060
 DE9060.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9060.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9060
 DE9060.The horizontal coordinates are valid at the epoch date displayed above
 DE9060.which is a decimal equivalence of Year/Month/Day.
 DE9060
 DE9060.The orthometric height was determined by differential leveling and
 DE9060.adjusted in March 2006.
 DE9060
 DE9060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9060
 DE9060.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9060
 DE9060.The ellipsoidal height was determined by GPS observations
 DE9060.and is referenced to NAD 83.
 DE9060
 DE9060.The dynamic height is computed by dividing the NAVD 88
 DE9060.geopotential number by the normal gravity value computed on the
 DE9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9060.degrees latitude (g = 980.6199 gals.).
 DE9060
 DE9060.The modeled gravity was interpolated from observed gravity values.
 DE9060
 DE9060. The following values were computed from the NAD 83(2007) position.
 DE9060
 DE9060;                    North         East     Units Scale Factor Converg.
 DE9060;SPC MN S     -   217,207.031   878,046.319   MT  0.99995281   +0 40 57.7
 DE9060;SPC MN S     -   712,620.07  2,880,723.63   sFT  0.99995281   +0 40 57.7
 DE9060;UTM  15      - 4,877,501.202   497,914.784   MT  0.99960005   -0 01 05.2
 DE9060
 DE9060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9060!SPC MN S     -   0.99994353  x   0.99995281  =   0.99989635
 DE9060!UTM  15      -   0.99994353  x   0.99960005  =   0.99954361
 DE9060
 DE9060                          SUPERSEDED SURVEY CONTROL
 DE9060
 DE9060  NAD 83(1996)-  44 03 02.41790(N)    093 01 33.71043(W) AD(       ) 1
 DE9060  ELLIP H (12/17/02)  360.191  (m)                       GP(       ) 4 1
 DE9060  NAVD 88 (12/17/02)  388.88   (m)         1275.9    (f) LEVELING    3  
 DE9060
 DE9060.Superseded values are not recommended for survey control.
 DE9060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9060.See file dsdata.txt to determine how the superseded data were derived.
 DE9060
 DE9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9791477501(NAD 83)
 DE9060
 DE9060_MARKER: DV = VERTICAL CONTROL DISK
 DE9060_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9060_STAMPING: 2001 B 1974
 DE9060_MARK LOGO: MNDT  
 DE9060_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9060_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9060+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9060
 DE9060  HISTORY     - Date     Condition        Report By
 DE9060  HISTORY     - 1974     MONUMENTED       MNDT
 DE9060  HISTORY     - 20000917 GOOD             MNDT
 DE9060
 DE9060                          STATION DESCRIPTION
 DE9060
 DE9060'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9060'THE MARK WAS RECOVERED 1 MI (1.6 KM) WEST OF CLAREMONT, 1.0 MI (1.6
 DE9060'KM) WEST OF JCT OF TH 14 AND CO RD 1 , AT TH 14 MP 183.25, 450 FT
 DE9060'(137.2 M) SOUTH OF TH 14, 33 FT (10.1 M) WEST OF 110TH AVE, 3.6 FT
 DE9060'(1.1 M) SOUTH OF P-POLE, 1.0 FT (0.3 M) NORTH OF WIT POST, PROJECTS 1
 DE9060'INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9061 ***********************************************************************
 DE9061  DESIGNATION -  2001 C
 DE9061  PID         -  DE9061
 DE9061  STATE/COUNTY-  MN/DODGE
 DE9061  COUNTRY     -  US
 DE9061  USGS QUAD   -  OWATONNA SE (1962)
 DE9061
 DE9061                         *CURRENT SURVEY CONTROL
 DE9061  ______________________________________________________________________
 DE9061* NAD 83(2007) POSITION- 44 03 12.98687(N) 093 00 20.30949(W)   ADJUSTED  
 DE9061* NAD 83(2007) ELLIP HT-   361.556 (meters)        (02/10/07)   ADJUSTED
 DE9061* NAD 83(2007) EPOCH   -  2002.00
 DE9061* NAVD 88 ORTHO HEIGHT -   390.367  (meters)    1280.73  (feet) ADJUSTED  
 DE9061  ______________________________________________________________________
 DE9061  NAD 83(2007) X  -   -240,757.075 (meters)                     COMP
 DE9061  NAD 83(2007) Y  - -4,585,280.177 (meters)                     COMP
 DE9061  NAD 83(2007) Z  -  4,412,625.806 (meters)                     COMP
 DE9061  LAPLACE CORR    -         -8.68  (seconds)                    DEFLEC09
 DE9061  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 DE9061  DYNAMIC HEIGHT  -        390.300 (meters)     1280.51  (feet) COMP
 DE9061  MODELED GRAVITY -    980,435.5   (mgal)                       NAVD 88
 DE9061
 DE9061  VERT ORDER      -  SECOND    CLASS I
 DE9061
 DE9061  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9061  Type                                         Horiz  Ellip  Dist(km)
 DE9061  -------------------------------------------------------------------
 DE9061  NETWORK                                       0.67   0.51
 DE9061  -------------------------------------------------------------------
 DE9061  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.75   0.39      1.86
 DE9061  -------------------------------------------------------------------
 DE9061  NOTE: Click here for information on individual local accuracy
 DE9061  values and other accuracy information.
 DE9061
 DE9061
 DE9061.The horizontal coordinates were established by GPS observations
 DE9061.and adjusted by the National Geodetic Survey in February 2007.
 DE9061
 DE9061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9061.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9061
 DE9061.The horizontal coordinates are valid at the epoch date displayed above
 DE9061.which is a decimal equivalence of Year/Month/Day.
 DE9061
 DE9061.The orthometric height was determined by differential leveling and
 DE9061.adjusted in March 2006.
 DE9061
 DE9061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9061
 DE9061.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9061
 DE9061.The ellipsoidal height was determined by GPS observations
 DE9061.and is referenced to NAD 83.
 DE9061
 DE9061.The dynamic height is computed by dividing the NAVD 88
 DE9061.geopotential number by the normal gravity value computed on the
 DE9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9061.degrees latitude (g = 980.6199 gals.).
 DE9061
 DE9061.The modeled gravity was interpolated from observed gravity values.
 DE9061
 DE9061. The following values were computed from the NAD 83(2007) position.
 DE9061
 DE9061;                    North         East     Units Scale Factor Converg.
 DE9061;SPC MN S     -   217,552.852   879,676.106   MT  0.99995241   +0 41 49.1
 DE9061;SPC MN S     -   713,754.65  2,886,070.69   sFT  0.99995241   +0 41 49.1
 DE9061;UTM  15      - 4,877,826.947   499,548.103   MT  0.99960000   -0 00 14.1
 DE9061
 DE9061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9061!SPC MN S     -   0.99994331  x   0.99995241  =   0.99989572
 DE9061!UTM  15      -   0.99994331  x   0.99960000  =   0.99954333
 DE9061
 DE9061                          SUPERSEDED SURVEY CONTROL
 DE9061
 DE9061  NAD 83(1996)-  44 03 12.98620(N)    093 00 20.30919(W) AD(       ) 1
 DE9061  ELLIP H (12/17/02)  361.615  (m)                       GP(       ) 4 1
 DE9061  NAVD 88 (12/17/02)  390.37   (m)         1280.7    (f) LEVELING    3  
 DE9061
 DE9061.Superseded values are not recommended for survey control.
 DE9061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9061.See file dsdata.txt to determine how the superseded data were derived.
 DE9061
 DE9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9954877826(NAD 83)
 DE9061
 DE9061_MARKER: DV = VERTICAL CONTROL DISK
 DE9061_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9061_STAMPING: 2001 C 1974
 DE9061_MARK LOGO: MNDT  
 DE9061_PROJECTION: PROJECTING 25 CENTIMETERS
 DE9061_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9061+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9061
 DE9061  HISTORY     - Date     Condition        Report By
 DE9061  HISTORY     - 1974     MONUMENTED       MNDT
 DE9061  HISTORY     - 20000917 GOOD             MNDT
 DE9061
 DE9061                          STATION DESCRIPTION
 DE9061
 DE9061'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9061'THE MARK WAS RECOVERED 0.5 MI (0.8 KM) NORTH OF CLAREMONT, 0.1 MI (0.2
 DE9061'KM) NORTH OF JCT OF CO RD 1 AND TH 14, 270 FT (82.3 M) SOUTH OF
 DE9061'PIPELINE CROSSING, 190 FT (57.9 M) NORTH OF FARM ENT, 42 FT (12.8 M)
 DE9061'EAST OF CO RD 1, 6.2 FT (1.9 M) EAST OF WIT POST, PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC4910 ***********************************************************************
 AC4910  CBN         -  This is a Cooperative Base Network Control Station.
 AC4910  DESIGNATION -  2001 D
 AC4910  PID         -  AC4910
 AC4910  STATE/COUNTY-  MN/DODGE
 AC4910  COUNTRY     -  US
 AC4910  USGS QUAD   -  CLAREMONT (1965)
 AC4910
 AC4910                         *CURRENT SURVEY CONTROL
 AC4910  ______________________________________________________________________
 AC4910* NAD 83(2007) POSITION- 44 03 03.31415(N) 092 59 09.17771(W)   ADJUSTED  
 AC4910* NAD 83(2007) ELLIP HT-   362.030 (meters)        (02/10/07)   ADJUSTED
 AC4910* NAD 83(2007) EPOCH   -  2002.00
 AC4910* NAVD 88 ORTHO HEIGHT -   390.916  (meters)    1282.53  (feet) ADJUSTED  
 AC4910  ______________________________________________________________________
 AC4910  NAD 83(2007) X  -   -239,186.628 (meters)                     COMP
 AC4910  NAD 83(2007) Y  - -4,585,570.585 (meters)                     COMP
 AC4910  NAD 83(2007) Z  -  4,412,411.556 (meters)                     COMP
 AC4910  LAPLACE CORR    -         -9.01  (seconds)                    DEFLEC09
 AC4910  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 AC4910  DYNAMIC HEIGHT  -        390.848 (meters)     1282.31  (feet) COMP
 AC4910  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 AC4910
 AC4910  VERT ORDER      -  SECOND    CLASS I
 AC4910
 AC4910  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC4910  Type                                         Horiz  Ellip  Dist(km)
 AC4910  -------------------------------------------------------------------
 AC4910  NETWORK                                       0.35   0.43
 AC4910  -------------------------------------------------------------------
 AC4910  MEDIAN LOCAL ACCURACY AND DIST (048 points)   0.50   0.56     28.99
 AC4910  -------------------------------------------------------------------
 AC4910  NOTE: Click here for information on individual local accuracy
 AC4910  values and other accuracy information.
 AC4910
 AC4910
 AC4910.The horizontal coordinates were established by GPS observations
 AC4910.and adjusted by the National Geodetic Survey in February 2007.
 AC4910
 AC4910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC4910.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC4910
 AC4910.The horizontal coordinates are valid at the epoch date displayed above
 AC4910.which is a decimal equivalence of Year/Month/Day.
 AC4910
 AC4910.The orthometric height was determined by differential leveling and
 AC4910.adjusted in March 2006.
 AC4910
 AC4910.Photographs are available for this station.
 AC4910
 AC4910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4910
 AC4910.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC4910
 AC4910.The ellipsoidal height was determined by GPS observations
 AC4910.and is referenced to NAD 83.
 AC4910
 AC4910.The dynamic height is computed by dividing the NAVD 88
 AC4910.geopotential number by the normal gravity value computed on the
 AC4910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4910.degrees latitude (g = 980.6199 gals.).
 AC4910
 AC4910.The modeled gravity was interpolated from observed gravity values.
 AC4910
 AC4910. The following values were computed from the NAD 83(2007) position.
 AC4910
 AC4910;                    North         East     Units Scale Factor Converg.
 AC4910;SPC MN S     -   217,273.793   881,262.968   MT  0.99995277   +0 42 39.0
 AC4910;SPC MN S     -   712,839.10  2,891,276.92   sFT  0.99995277   +0 42 39.0
 AC4910;UTM  15      - 4,877,528.601   501,130.874   MT  0.99960002   +0 00 35.3
 AC4910
 AC4910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4910!SPC MN S     -   0.99994324  x   0.99995277  =   0.99989601
 AC4910!UTM  15      -   0.99994324  x   0.99960002  =   0.99954328
 AC4910
 AC4910                          SUPERSEDED SURVEY CONTROL
 AC4910
 AC4910  NAD 83(1996)-  44 03 03.31347(N)    092 59 09.17745(W) AD(       ) B
 AC4910  ELLIP H (01/15/97)  362.089  (m)                       GP(       ) 4 1
 AC4910  NAVD 88 (12/17/02)  390.92   (m)         1282.5    (f) LEVELING    3  
 AC4910  NAVD 88 (01/15/97)  390.9    (m)  GEOID96 model used   GPS OBS        
 AC4910
 AC4910.Superseded values are not recommended for survey control.
 AC4910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4910.See file dsdata.txt to determine how the superseded data were derived.
 AC4910
 AC4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0113077528(NAD 83)
 AC4910
 AC4910_MARKER: DV = VERTICAL CONTROL DISK
 AC4910_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC4910_STAMPING: 2001 D 1974
 AC4910_MARK LOGO: MNDT  
 AC4910_PROJECTION: FLUSH
 AC4910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4910+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 AC4910_ROD/PIPE-DEPTH:  5.5 meters
 AC4910
 AC4910  HISTORY     - Date     Condition        Report By
 AC4910  HISTORY     - 1974     MONUMENTED       MNDT
 AC4910  HISTORY     - 19941017 GOOD             MNDT
 AC4910  HISTORY     - 19990606 GOOD             MNDT
 AC4910  HISTORY     - 20000401 GOOD             MNDT
 AC4910  HISTORY     - 20000917 GOOD             MNDT
 AC4910  HISTORY     - 20040824 GOOD             MNDT
 AC4910
 AC4910                          STATION DESCRIPTION
 AC4910
 AC4910'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AC4910'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 1
 AC4910'MI (1.6 KM) EAST OF THE TOWN OF CLAREMONT IN THE NE 1/4 OF SECTION 28,
 AC4910'T107N, R18W.  TO REACH THE MARK FROM THE JCT OF TH 14 AND CO RD 1, GO
 AC4910'EAST ALONG TH 14 FOR 1.0 MI (1.6 KM) TO TH 14 MP 185.2 AND THE MARK ON
 AC4910'THE RIGHT.  THE MARK, A DISK SET ON A DRIVEN STEEL ROD, IS 373 FT
 AC4910'(113.7 M) SOUTH OF TH 14, 41.5 FT (12.6 M) WEST OF CO RD 3, 114 FT
 AC4910'(34.7 M) SOUTH OF AN ENT, 72.3 FT (22.0 M) WEST OF A P-POLE, AND 3.1
 AC4910'FT (0.9 M) NORTH OF A WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.
 AC4910'HERDER, TYPED BY G.W.O.
 AC4910
 AC4910                          STATION RECOVERY (1999)
 AC4910
 AC4910'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AC4910'RECOVERED AS DESCRIBED.
 AC4910
 AC4910                          STATION RECOVERY (2000)
 AC4910
 AC4910'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AC4910'THE MARK WAS RECOVERED 1.0 MI (1.6 KM) EAST OF CLAREMONT, 1.0 MI (1.6
 AC4910'KM) EAST OF JCT OF TH 14 AND CO RD 1, 373 FT (113.7 M) SOUTH OF TH 14,
 AC4910'AT TH 14 MP 185.20, 114 FT (34.7 M) SOUTH OF ENT, 72.3 FT (22.0 M)
 AC4910'WEST OF P-POLE, 41.5 FT (12.6 M) WEST OF CO RD 3, 3.1 FT (0.9 M) NORTH
 AC4910'OF WIT POST, MAGNETIC
 AC4910
 AC4910                          STATION RECOVERY (2000)
 AC4910
 AC4910'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AC4910'THE MARK WAS RECOVERED AS DESCRIBED.
 AC4910
 AC4910                          STATION RECOVERY (2004)
 AC4910
 AC4910'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AC4910'1.0 MILES EAST OF CLAREMONT,  AT TRUNK HIGHWAY 14 MILEPOINT 185.20,
 AC4910'1.0 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 14 AND COUNTY ROAD 1, 373
 AC4910'FEET SOUTH OF TRUNK HIGHWAY 14,114 FEET SOUTH OF ENTRANCE, 72.3 FEET
 AC4910'WEST OF POWER POLE, 41.5 FEET WEST OF COUNTY ROAD 3, 3.1 FEET NORTH OF
 AC4910'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7902 ***********************************************************************
 DH7902  DESIGNATION -  2001 E
 DH7902  PID         -  DH7902
 DH7902  STATE/COUNTY-  MN/DODGE
 DH7902  COUNTRY     -  US
 DH7902  USGS QUAD   -  CLAREMONT (1965)
 DH7902
 DH7902                         *CURRENT SURVEY CONTROL
 DH7902  ______________________________________________________________________
 DH7902* NAD 83(1986) POSITION- 44 03 06.     (N) 092 56 44.     (W)   SCALED    
 DH7902* NAVD 88 ORTHO HEIGHT -   393.984  (meters)    1292.60  (feet) ADJUSTED  
 DH7902  ______________________________________________________________________
 DH7902  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DH7902  DYNAMIC HEIGHT  -        393.912 (meters)     1292.36  (feet) COMP
 DH7902  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DH7902
 DH7902  VERT ORDER      -  SECOND    CLASS I
 DH7902
 DH7902.The horizontal coordinates were scaled from a topographic map and have
 DH7902.an estimated accuracy of +/- 6 seconds.
 DH7902.
 DH7902.The orthometric height was determined by differential leveling and
 DH7902.adjusted in March 2006.
 DH7902
 DH7902.The dynamic height is computed by dividing the NAVD 88
 DH7902.geopotential number by the normal gravity value computed on the
 DH7902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7902.degrees latitude (g = 980.6199 gals.).
 DH7902
 DH7902.The modeled gravity was interpolated from observed gravity values.
 DH7902
 DH7902;                    North         East    Units  Estimated Accuracy
 DH7902;SPC MN S     -   217,400.      884,490.      MT  (+/- 180 meters Scaled)
 DH7902
 DH7902                          SUPERSEDED SURVEY CONTROL
 DH7902
 DH7902.No superseded survey control is available for this station.
 DH7902
 DH7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ043776(NAD 83)
 DH7902
 DH7902_MARKER: DV = VERTICAL CONTROL DISK
 DH7902_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH7902_STAMPING: 2001 E 1974
 DH7902_MARK LOGO: MNHD  
 DH7902_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7902+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7902
 DH7902  HISTORY     - Date     Condition        Report By
 DH7902  HISTORY     - 1974     MONUMENTED       MNHD
 DH7902  HISTORY     - 20000917 GOOD             MNDT
 DH7902
 DH7902                          STATION DESCRIPTION
 DH7902
 DH7902'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7902'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DH7902'EAST OF CLAREMONT, 2.5 MI (4.0 KM) WEST OF JCT OF TH 14 AND TH 56 (2.5
 DH7902'MI NW OF DODGE CENTER,) AT TH 14 MP 187.65, 266 FT (81.1 M) SOUTH OF
 DH7902'TH 14, 32 FT (9.8 M) WEST OF TWP RD, 1.8 FT (0.5 M) SOUTH OF FENCE
 DH7902'COR, 1.0 FT (0.3 M) NORTH OF WIT POST.  MARK IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9062 ***********************************************************************
 DE9062  DESIGNATION -  2001 G
 DE9062  PID         -  DE9062
 DE9062  STATE/COUNTY-  MN/DODGE
 DE9062  COUNTRY     -  US
 DE9062  USGS QUAD   -  CLAREMONT (1965)
 DE9062
 DE9062                         *CURRENT SURVEY CONTROL
 DE9062  ______________________________________________________________________
 DE9062* NAD 83(2007) POSITION- 44 03 05.00100(N) 092 54 34.24571(W)   ADJUSTED  
 DE9062* NAD 83(2007) ELLIP HT-   356.493 (meters)        (02/10/07)   ADJUSTED
 DE9062* NAD 83(2007) EPOCH   -  2002.00
 DE9062* NAVD 88 ORTHO HEIGHT -   385.661  (meters)    1265.29  (feet) ADJUSTED  
 DE9062  ______________________________________________________________________
 DE9062  NAD 83(2007) X  -   -233,072.234 (meters)                     COMP
 DE9062  NAD 83(2007) Y  - -4,585,845.195 (meters)                     COMP
 DE9062  NAD 83(2007) Z  -  4,412,445.128 (meters)                     COMP
 DE9062  LAPLACE CORR    -         -9.54  (seconds)                    DEFLEC09
 DE9062  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 DE9062  DYNAMIC HEIGHT  -        385.587 (meters)     1265.05  (feet) COMP
 DE9062  MODELED GRAVITY -    980,415.7   (mgal)                       NAVD 88
 DE9062
 DE9062  VERT ORDER      -  SECOND    CLASS I
 DE9062
 DE9062  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9062  Type                                         Horiz  Ellip  Dist(km)
 DE9062  -------------------------------------------------------------------
 DE9062  NETWORK                                       1.10   0.61
 DE9062  -------------------------------------------------------------------
 DE9062  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.29      1.11
 DE9062  -------------------------------------------------------------------
 DE9062  NOTE: Click here for information on individual local accuracy
 DE9062  values and other accuracy information.
 DE9062
 DE9062
 DE9062.The horizontal coordinates were established by GPS observations
 DE9062.and adjusted by the National Geodetic Survey in February 2007.
 DE9062
 DE9062.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9062.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9062
 DE9062.The horizontal coordinates are valid at the epoch date displayed above
 DE9062.which is a decimal equivalence of Year/Month/Day.
 DE9062
 DE9062.The orthometric height was determined by differential leveling and
 DE9062.adjusted in March 2006.
 DE9062
 DE9062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9062
 DE9062.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9062
 DE9062.The ellipsoidal height was determined by GPS observations
 DE9062.and is referenced to NAD 83.
 DE9062
 DE9062.The dynamic height is computed by dividing the NAVD 88
 DE9062.geopotential number by the normal gravity value computed on the
 DE9062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9062.degrees latitude (g = 980.6199 gals.).
 DE9062
 DE9062.The modeled gravity was interpolated from observed gravity values.
 DE9062
 DE9062. The following values were computed from the NAD 83(2007) position.
 DE9062
 DE9062;                    North         East     Units Scale Factor Converg.
 DE9062;SPC MN S     -   217,404.631   887,381.583   MT  0.99995271   +0 45 51.7
 DE9062;SPC MN S     -   713,268.36  2,911,351.08   sFT  0.99995271   +0 45 51.7
 DE9062;UTM  15      - 4,877,584.528   507,248.474   MT  0.99960065   +0 03 46.5
 DE9062
 DE9062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9062!SPC MN S     -   0.99994410  x   0.99995271  =   0.99989682
 DE9062!UTM  15      -   0.99994410  x   0.99960065  =   0.99954478
 DE9062
 DE9062:                Primary Azimuth Mark                     Grid Az
 DE9062:SPC MN S     -  2001 H                                   081 45 51.5
 DE9062:UTM  15      -  2001 H                                   082 27 56.7
 DE9062
 DE9062|---------------------------------------------------------------------|
 DE9062| PID    Reference Object                     Distance      Geod. Az  |
 DE9062|                                                           dddmmss.s |
 DE9062| AE2811 2001 H                              APPROX. 0.8 KM 0823143.2 |
 DE9062| DE9040 2001 P                              APPROX. 1.1 KM 1303713.6 |
 DE9062| DE9039 2001 N                              APPROX. 0.9 KM 1475752.7 |
 DE9062|---------------------------------------------------------------------|
 DE9062
 DE9062                          SUPERSEDED SURVEY CONTROL
 DE9062
 DE9062  NAD 83(1996)-  44 03 05.00033(N)    092 54 34.24530(W) AD(       ) 1
 DE9062  ELLIP H (12/17/02)  356.554  (m)                       GP(       ) 4 1
 DE9062  NAVD 88 (12/17/02)  385.66   (m)         1265.3    (f) LEVELING    3  
 DE9062
 DE9062.Superseded values are not recommended for survey control.
 DE9062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9062.See file dsdata.txt to determine how the superseded data were derived.
 DE9062
 DE9062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0724877584(NAD 83)
 DE9062
 DE9062_MARKER: DV = VERTICAL CONTROL DISK
 DE9062_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9062_STAMPING: 2001 G 1974
 DE9062_MARK LOGO: MNDT  
 DE9062_PROJECTION: PROJECTING 3 CENTIMETERS
 DE9062_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9062+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9062
 DE9062  HISTORY     - Date     Condition        Report By
 DE9062  HISTORY     - 1974     MONUMENTED       MNDT
 DE9062  HISTORY     - 20000917 GOOD             MNDT
 DE9062
 DE9062                          STATION DESCRIPTION
 DE9062
 DE9062'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9062'THE MARK WAS RECOVERED 0.4 MI (0.6 KM) WEST OF KASSON, 0.4 MI (0.6 KM)
 DE9062'WEST OF JCT OF TH 14 AND TH 57, AT TH 14 MP 197.3, 108.6 FT (33.1 M)
 DE9062'NORTH OF WB TH 14, 11.4 FT (3.5 M) SOUTH OF R/W POST, 1.4 FT (0.4 M)
 DE9062'SOUTH OF WIT AND R/W POST, AT TH 14 STA 812+00, PROJECTS 1 INCH,
 DE9062'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2811 ***********************************************************************
 AE2811  DESIGNATION -  2001 H
 AE2811  PID         -  AE2811
 AE2811  STATE/COUNTY-  MN/DODGE
 AE2811  COUNTRY     -  US
 AE2811  USGS QUAD   -  CLAREMONT (1965)
 AE2811
 AE2811                         *CURRENT SURVEY CONTROL
 AE2811  ______________________________________________________________________
 AE2811* NAD 83(2007) POSITION- 44 03 08.36617(N) 092 53 58.64986(W)   ADJUSTED  
 AE2811* NAD 83(2007) ELLIP HT-   360.294 (meters)        (02/10/07)   ADJUSTED
 AE2811* NAD 83(2007) EPOCH   -  2002.00
 AE2811* NAVD 88 ORTHO HEIGHT -   389.501  (meters)    1277.89  (feet) ADJUSTED  
 AE2811  ______________________________________________________________________
 AE2811  NAD 83(2007) X  -   -232,277.320 (meters)                     COMP
 AE2811  NAD 83(2007) Y  - -4,585,815.947 (meters)                     COMP
 AE2811  NAD 83(2007) Z  -  4,412,522.424 (meters)                     COMP
 AE2811  LAPLACE CORR    -         -9.45  (seconds)                    DEFLEC09
 AE2811  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 AE2811  DYNAMIC HEIGHT  -        389.425 (meters)     1277.64  (feet) COMP
 AE2811  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 AE2811
 AE2811  VERT ORDER      -  SECOND    CLASS I
 AE2811
 AE2811  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2811  Type                                         Horiz  Ellip  Dist(km)
 AE2811  -------------------------------------------------------------------
 AE2811  NETWORK                                       1.10   0.63
 AE2811  -------------------------------------------------------------------
 AE2811  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.29      0.92
 AE2811  -------------------------------------------------------------------
 AE2811  NOTE: Click here for information on individual local accuracy
 AE2811  values and other accuracy information.
 AE2811
 AE2811
 AE2811.The horizontal coordinates were established by GPS observations
 AE2811.and adjusted by the National Geodetic Survey in February 2007.
 AE2811
 AE2811.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2811.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2811
 AE2811.The horizontal coordinates are valid at the epoch date displayed above
 AE2811.which is a decimal equivalence of Year/Month/Day.
 AE2811
 AE2811.The orthometric height was determined by differential leveling and
 AE2811.adjusted in December 1997.
 AE2811
 AE2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2811
 AE2811.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2811
 AE2811.The ellipsoidal height was determined by GPS observations
 AE2811.and is referenced to NAD 83.
 AE2811
 AE2811.The dynamic height is computed by dividing the NAVD 88
 AE2811.geopotential number by the normal gravity value computed on the
 AE2811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2811.degrees latitude (g = 980.6199 gals.).
 AE2811
 AE2811.The modeled gravity was interpolated from observed gravity values.
 AE2811
 AE2811. The following values were computed from the NAD 83(2007) position.
 AE2811
 AE2811;                    North         East     Units Scale Factor Converg.
 AE2811;SPC MN S     -   217,519.099   888,172.449   MT  0.99995258   +0 46 16.6
 AE2811;SPC MN S     -   713,643.91  2,913,945.78   sFT  0.99995258   +0 46 16.6
 AE2811;UTM  15      - 4,877,689.269   508,040.404   MT  0.99960080   +0 04 11.3
 AE2811
 AE2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2811!SPC MN S     -   0.99994351  x   0.99995258  =   0.99989609
 AE2811!UTM  15      -   0.99994351  x   0.99960080  =   0.99954433
 AE2811
 AE2811:                Primary Azimuth Mark                     Grid Az
 AE2811:SPC MN S     -  2001 P                                   175 40 41.1
 AE2811:UTM  15      -  2001 P                                   176 22 46.4
 AE2811
 AE2811|---------------------------------------------------------------------|
 AE2811| PID    Reference Object                     Distance      Geod. Az  |
 AE2811|                                                           dddmmss.s |
 AE2811| DE9040 2001 P                              APPROX. 0.8 KM 1762657.7 |
 AE2811| DE9039 2001 N                              APPROX. 0.9 KM 1995438.3 |
 AE2811|---------------------------------------------------------------------|
 AE2811
 AE2811                          SUPERSEDED SURVEY CONTROL
 AE2811
 AE2811  NAD 83(1996)-  44 03 08.36550(N)    092 53 58.64945(W) AD(       ) 1
 AE2811  ELLIP H (12/17/02)  360.355  (m)                       GP(       ) 4 1
 AE2811  NAVD 88 (12/17/02)  389.50   (m)         1277.9    (f) LEVELING    3  
 AE2811  NGVD 29 (12/11/97)  389.484  (m)         1277.83   (f) ADJUSTED    2 1
 AE2811
 AE2811.Superseded values are not recommended for survey control.
 AE2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2811.See file dsdata.txt to determine how the superseded data were derived.
 AE2811
 AE2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0804077689(NAD 83)
 AE2811
 AE2811_MARKER: DV = VERTICAL CONTROL DISK
 AE2811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE2811_STAMPING: 2001 H 1974
 AE2811_MARK LOGO: MNDT  
 AE2811_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2811+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2811
 AE2811  HISTORY     - Date     Condition        Report By
 AE2811  HISTORY     - 1974     MONUMENTED       MNDT
 AE2811  HISTORY     - 20000917 GOOD             MNDT
 AE2811
 AE2811                          STATION DESCRIPTION
 AE2811
 AE2811'DESCRIBED BY MN DEPT OF TRANSP 1974 (OCO)
 AE2811'THE MARK IS LOCATED NEAR THE INTERSECTION OF TRUNK HIGHWAYS 14 AND 56,
 AE2811'NORTHWEST OF DODGE CENTER, IN THE SOUTHEAST 1/4 OF SECTION 19, T107N,
 AE2811'R17W.  THE MARK IS 48.5 FEET WEST OF AND 3 FEET LOWER THAN THE
 AE2811'CENTERLINE OF HIGHWAY 56 AT MILEPOINT 58.55, 200 FEET NORTH OF THE
 AE2811'CENTERLINE OF HIGHWAY 14, 125.4 FEET SOUTH OF A POWER POLE, 30.5 FEET
 AE2811'NORTH OF A POWER POLE, 3.3 FEET SOUTH OF A TELEPHONE CABLE MARKER
 AE2811'POST, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AE2811'MNDT VERTICAL CONTROL MARK DISK STAMPED---2001 H 1974---, FASTENED TO
 AE2811'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER CLAD
 AE2811'STEEL (MAGNETIC) ROD AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AE2811
 AE2811                          STATION RECOVERY (2000)
 AE2811
 AE2811'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2811'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2810 ***********************************************************************
 AE2810  DESIGNATION -  2001 J
 AE2810  PID         -  AE2810
 AE2810  STATE/COUNTY-  MN/DODGE
 AE2810  COUNTRY     -  US
 AE2810  USGS QUAD   -  CLAREMONT (1965)
 AE2810
 AE2810                         *CURRENT SURVEY CONTROL
 AE2810  ______________________________________________________________________
 AE2810* NAD 83(2007) POSITION- 44 02 48.29149(N) 092 53 10.21001(W)   ADJUSTED  
 AE2810* NAD 83(2007) ELLIP HT-   354.714 (meters)        (02/10/07)   ADJUSTED
 AE2810* NAD 83(2007) EPOCH   -  2002.00
 AE2810* NAVD 88 ORTHO HEIGHT -   384.040  (meters)    1259.97  (feet) ADJUSTED  
 AE2810  ______________________________________________________________________
 AE2810  NAD 83(2007) X  -   -231,221.857 (meters)                     COMP
 AE2810  NAD 83(2007) Y  - -4,586,296.638 (meters)                     COMP
 AE2810  NAD 83(2007) Z  -  4,412,073.188 (meters)                     COMP
 AE2810  LAPLACE CORR    -         -9.45  (seconds)                    DEFLEC09
 AE2810  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 AE2810  DYNAMIC HEIGHT  -        383.964 (meters)     1259.72  (feet) COMP
 AE2810  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 AE2810
 AE2810  VERT ORDER      -  SECOND    CLASS I
 AE2810
 AE2810  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2810  Type                                         Horiz  Ellip  Dist(km)
 AE2810  -------------------------------------------------------------------
 AE2810  NETWORK                                       1.15   0.65
 AE2810  -------------------------------------------------------------------
 AE2810  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.27      1.41
 AE2810  -------------------------------------------------------------------
 AE2810  NOTE: Click here for information on individual local accuracy
 AE2810  values and other accuracy information.
 AE2810
 AE2810
 AE2810.The horizontal coordinates were established by GPS observations
 AE2810.and adjusted by the National Geodetic Survey in February 2007.
 AE2810
 AE2810.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2810.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2810
 AE2810.The horizontal coordinates are valid at the epoch date displayed above
 AE2810.which is a decimal equivalence of Year/Month/Day.
 AE2810
 AE2810.The orthometric height was determined by differential leveling and
 AE2810.adjusted in December 1997.
 AE2810
 AE2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2810
 AE2810.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2810
 AE2810.The ellipsoidal height was determined by GPS observations
 AE2810.and is referenced to NAD 83.
 AE2810
 AE2810.The dynamic height is computed by dividing the NAVD 88
 AE2810.geopotential number by the normal gravity value computed on the
 AE2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2810.degrees latitude (g = 980.6199 gals.).
 AE2810
 AE2810.The modeled gravity was interpolated from observed gravity values.
 AE2810
 AE2810. The following values were computed from the NAD 83(2007) position.
 AE2810
 AE2810;                    North         East     Units Scale Factor Converg.
 AE2810;SPC MN S     -   216,914.188   889,259.008   MT  0.99995334   +0 46 50.6
 AE2810;SPC MN S     -   711,659.30  2,917,510.60   sFT  0.99995334   +0 46 50.6
 AE2810;UTM  15      - 4,877,071.317   509,119.095   MT  0.99960102   +0 04 44.9
 AE2810
 AE2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2810!SPC MN S     -   0.99994438  x   0.99995334  =   0.99989773
 AE2810!UTM  15      -   0.99994438  x   0.99960102  =   0.99954542
 AE2810
 AE2810:                Primary Azimuth Mark                     Grid Az
 AE2810:SPC MN S     -  2001 P                                   257 46 13.6
 AE2810:UTM  15      -  2001 P                                   258 28 19.3
 AE2810
 AE2810|---------------------------------------------------------------------|
 AE2810| PID    Reference Object                     Distance      Geod. Az  |
 AE2810|                                                           dddmmss.s |
 AE2810| DE9040 2001 P                              APPROX. 1.0 KM 2583304.2 |
 AE2810|---------------------------------------------------------------------|
 AE2810
 AE2810                          SUPERSEDED SURVEY CONTROL
 AE2810
 AE2810  NAD 83(1996)-  44 02 48.29083(N)    092 53 10.20956(W) AD(       ) 1
 AE2810  ELLIP H (12/17/02)  354.776  (m)                       GP(       ) 4 1
 AE2810  NAVD 88 (12/17/02)  384.0    (m)  GEOID99 model used   GPS OBS        
 AE2810  NGVD 29 (12/11/97)  384.022  (m)         1259.91   (f) ADJUSTED    2 1
 AE2810
 AE2810.Superseded values are not recommended for survey control.
 AE2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2810.See file dsdata.txt to determine how the superseded data were derived.
 AE2810
 AE2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0911977071(NAD 83)
 AE2810
 AE2810_MARKER: DV = VERTICAL CONTROL DISK
 AE2810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE2810_STAMPING: 2001 J 1974
 AE2810_MARK LOGO: MNDT  
 AE2810_MAGNETIC: I = MARKER IS A STEEL ROD
 AE2810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2810+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 AE2810
 AE2810  HISTORY     - Date     Condition        Report By
 AE2810  HISTORY     - 1974     MONUMENTED       MNDT
 AE2810  HISTORY     - 1983     GOOD             MNDT
 AE2810  HISTORY     - 20000919 SEE DESCRIPTION  MNDT
 AE2810
 AE2810                          STATION DESCRIPTION
 AE2810
 AE2810'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2810'THE MARK IS LOCATED 0.75 MILE SOUTHEAST ALONG TRUNK HIGHWAYS 14 AND 56
 AE2810'FROM THE JUNCTION OF HIGHWAY 14 WEST AND HIGHWAY 56 NORTH, NORTHWEST
 AE2810'OF DODGE CENTER, AND 1.7 MILES NORTHWEST ALONG HIGHWAYS 14 AND 56 FROM
 AE2810'THE JUNCTION OF HIGHWAY 56 SOUTH AND HIGHWAY 14 IN DODGE CENTER, IN
 AE2810'THE NORTHEAST 1/4 OF SECTION 29, T107N, R17W.  THE MARK IS 100 FEET
 AE2810'SOUTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 AE2810'WEST OF A NORTH-SOUTH FENCELINE, AND 1.0 FOOT NORTH OF A STEEL WITNESS
 AE2810'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 AE2810'STAMPED---2001 J 1974---, IS FASTENED TO THE TOP OF A DRIVEN 5/8 INCH
 AE2810'DIAMETER BY 24 FOOT LONG COPPER COATED STEEL (MAGNETIC) ROD, AND
 AE2810'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 AE2810
 AE2810                          STATION RECOVERY (2000)
 AE2810
 AE2810'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AE2810'RECOVERED 1.5 MI (2.4 KM) NW OF DODGE CENTER, 0.80 MI (1.29 KM) SE OF
 AE2810'JCT TH 14 AND TH 56, AT TH 14 MP 190.3, 100 FT (30.5 M) SOUTH OF TH
 AE2810'14, 0.5 FT (15.2 CM) WEST OF FENCELINE, 1 FT (0.3 M) NORTH OF WIT
 AE2810'POST, PROJECTS 1 INCH.  EDGES OF DISK ARE BENT OVER BUT CENTER OF DISK
 AE2810'LOOKS OK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2808 ***********************************************************************
 AE2808  DESIGNATION -  2001 L
 AE2808  PID         -  AE2808
 AE2808  STATE/COUNTY-  MN/DODGE
 AE2808  COUNTRY     -  US
 AE2808  USGS QUAD   -  DODGE CENTER (1982)
 AE2808
 AE2808                         *CURRENT SURVEY CONTROL
 AE2808  ______________________________________________________________________
 AE2808* NAD 83(1986) POSITION- 44 02 06.     (N) 092 51 31.     (W)   SCALED    
 AE2808* NAVD 88 ORTHO HEIGHT -   384.545  (meters)    1261.63  (feet) ADJUSTED  
 AE2808  ______________________________________________________________________
 AE2808  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 AE2808  DYNAMIC HEIGHT  -        384.466 (meters)     1261.37  (feet) COMP
 AE2808  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 AE2808
 AE2808  VERT ORDER      -  SECOND    CLASS I
 AE2808
 AE2808.The horizontal coordinates were scaled from a topographic map and have
 AE2808.an estimated accuracy of +/- 6 seconds.
 AE2808.
 AE2808.The orthometric height was determined by differential leveling and
 AE2808.adjusted in December 1997.
 AE2808
 AE2808.The dynamic height is computed by dividing the NAVD 88
 AE2808.geopotential number by the normal gravity value computed on the
 AE2808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2808.degrees latitude (g = 980.6199 gals.).
 AE2808
 AE2808.The modeled gravity was interpolated from observed gravity values.
 AE2808
 AE2808;                    North         East    Units  Estimated Accuracy
 AE2808;SPC MN S     -   215,640.      891,490.      MT  (+/- 180 meters Scaled)
 AE2808
 AE2808                          SUPERSEDED SURVEY CONTROL
 AE2808
 AE2808  NGVD 29 (12/11/97)  384.527  (m)         1261.57   (f) ADJUSTED    2 1
 AE2808
 AE2808.Superseded values are not recommended for survey control.
 AE2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2808.See file dsdata.txt to determine how the superseded data were derived.
 AE2808
 AE2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ113757(NAD 83)
 AE2808
 AE2808_MARKER: DD = SURVEY DISK
 AE2808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE2808_STAMPING: 2001 L 1974
 AE2808_MARK LOGO: MNDT  
 AE2808_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2808
 AE2808  HISTORY     - Date     Condition        Report By
 AE2808  HISTORY     - 1974     MONUMENTED       MNDT
 AE2808  HISTORY     - 1983     GOOD             MNDT
 AE2808  HISTORY     - 20000917 MARK NOT FOUND   MNDT
 AE2808
 AE2808                          STATION DESCRIPTION
 AE2808
 AE2808'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2808'THE MARK IS LOCATED IN THE SOUTHEAST QUADRANT AT THE INTERSECTION OF
 AE2808'TRUNK HIGHWAYS 14 AND 56 IN DODGE CENTER, IN THE NORTHWEST 1/4 OF
 AE2808'SECTION 34, T107, R1MW.  THE MARK IS 48 FEET SOUTH OF THE CENTERLINE
 AE2808'OF HIGHWAY 14, 89 FEET WEST OF MILE POST 192, 35 FEET EAST OF THE
 AE2808'CENTERLINE OF HIGHWAY 56, 34 FEET NORTH OF A POWER POLE, AND 0.8 FOOT
 AE2808'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE2808'CONTROL MARK DISK STAMPED---2001 L 1974---, IS FASTENED TO THE TOP OF
 AE2808'A DRIVEN 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER CLAD STEEL
 AE2808'(MAGNETIC) ROD AND IS 0.1 FOOT LOWER THAN THE SURFACE OF THE GROUND.
 AE2808
 AE2808                          STATION RECOVERY (2000)
 AE2808
 AE2808'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2808'THE MARK NOT FOUND.  TIES FALL IN BITUMINOUS ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2809 ***********************************************************************
 AE2809  DESIGNATION -  2001 M
 AE2809  PID         -  AE2809
 AE2809  STATE/COUNTY-  MN/DODGE
 AE2809  COUNTRY     -  US
 AE2809  USGS QUAD   -  CLAREMONT (1965)
 AE2809
 AE2809                         *CURRENT SURVEY CONTROL
 AE2809  ______________________________________________________________________
 AE2809* NAD 83(1986) POSITION- 44 02 30.     (N) 092 52 37.     (W)   SCALED    
 AE2809* NAVD 88 ORTHO HEIGHT -   367.975  (meters)    1207.26  (feet) ADJUSTED  
 AE2809  ______________________________________________________________________
 AE2809  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 AE2809  DYNAMIC HEIGHT  -        367.902 (meters)     1207.03  (feet) COMP
 AE2809  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 AE2809
 AE2809  VERT ORDER      -  SECOND    CLASS I
 AE2809
 AE2809.The horizontal coordinates were scaled from a topographic map and have
 AE2809.an estimated accuracy of +/- 6 seconds.
 AE2809.
 AE2809.The orthometric height was determined by differential leveling and
 AE2809.adjusted in December 1997.
 AE2809
 AE2809.The dynamic height is computed by dividing the NAVD 88
 AE2809.geopotential number by the normal gravity value computed on the
 AE2809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2809.degrees latitude (g = 980.6199 gals.).
 AE2809
 AE2809.The modeled gravity was interpolated from observed gravity values.
 AE2809
 AE2809;                    North         East    Units  Estimated Accuracy
 AE2809;SPC MN S     -   216,360.      890,010.      MT  (+/- 180 meters Scaled)
 AE2809
 AE2809                          SUPERSEDED SURVEY CONTROL
 AE2809
 AE2809  NGVD 29 (12/11/97)  367.957  (m)         1207.21   (f) ADJUSTED    2 1
 AE2809
 AE2809.Superseded values are not recommended for survey control.
 AE2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2809.See file dsdata.txt to determine how the superseded data were derived.
 AE2809
 AE2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ098765(NAD 83)
 AE2809
 AE2809_MARKER: DV = VERTICAL CONTROL DISK
 AE2809_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE2809_SP_SET: BRIDGE ABUTMENT
 AE2809_STAMPING: 2001 M 1983
 AE2809_MARK LOGO: MNDT  
 AE2809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2809+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2809
 AE2809  HISTORY     - Date     Condition        Report By
 AE2809  HISTORY     - 1983     MONUMENTED       MNDT
 AE2809  HISTORY     - 20000917 GOOD             MNDT
 AE2809
 AE2809                          STATION DESCRIPTION
 AE2809
 AE2809'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2809'THE MARK IS LOCATED 1.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 14 FROM
 AE2809'ITS JUNCTION WITH TRUNK HIGHWAY 56 IN DODGE CENTER, IN THE SOUTHWEST
 AE2809'1/4 OF SECTION 28, T107N, R17W.  THE MARK IS 25 FEET LEFT(NORTH) OF
 AE2809'THE THE CENTERLINE OF HIGHWAY 14 AT ENGINEERS STATION 59+83.  THE
 AE2809'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2001 M
 AE2809'1983---, IS SET IN THE TOP OF THE ABUTMENT IN THE NORTHEAST CORNER OF
 AE2809'BRIDGE NUMBER 20005 (HIGHWAY 14 AND 56 OVER DODGE CENTER CREEK).
 AE2809
 AE2809                          STATION RECOVERY (2000)
 AE2809
 AE2809'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2809'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 AE2809'TH 14 MP 190.90, IN NE COR OF TH 14 BRDG 20005 OVER CENTER ZUMBRO
 AE2809'RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9039 ***********************************************************************
 DE9039  DESIGNATION -  2001 N
 DE9039  PID         -  DE9039
 DE9039  STATE/COUNTY-  MN/DODGE
 DE9039  COUNTRY     -  US
 DE9039  USGS QUAD   -  CLAREMONT (1965)
 DE9039
 DE9039                         *CURRENT SURVEY CONTROL
 DE9039  ______________________________________________________________________
 DE9039* NAD 83(2007) POSITION- 44 02 40.24533(N) 092 54 12.77073(W)   ADJUSTED  
 DE9039* NAD 83(2007) ELLIP HT-   359.164 (meters)        (02/10/07)   ADJUSTED
 DE9039* NAD 83(2007) EPOCH   -  2002.00
 DE9039* NAVD 88 ORTHO HEIGHT -   388.359  (meters)    1274.14  (feet) ADJUSTED  
 DE9039  ______________________________________________________________________
 DE9039  NAD 83(2007) X  -   -232,621.792 (meters)                     COMP
 DE9039  NAD 83(2007) Y  - -4,586,401.935 (meters)                     COMP
 DE9039  NAD 83(2007) Z  -  4,411,897.767 (meters)                     COMP
 DE9039  LAPLACE CORR    -         -9.48  (seconds)                    DEFLEC09
 DE9039  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 DE9039  DYNAMIC HEIGHT  -        388.284 (meters)     1273.90  (feet) COMP
 DE9039  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 DE9039
 DE9039  VERT ORDER      -  SECOND    CLASS I
 DE9039
 DE9039  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9039  Type                                         Horiz  Ellip  Dist(km)
 DE9039  -------------------------------------------------------------------
 DE9039  NETWORK                                       1.11   0.63
 DE9039  -------------------------------------------------------------------
 DE9039  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.27      0.92
 DE9039  -------------------------------------------------------------------
 DE9039  NOTE: Click here for information on individual local accuracy
 DE9039  values and other accuracy information.
 DE9039
 DE9039
 DE9039.The horizontal coordinates were established by GPS observations
 DE9039.and adjusted by the National Geodetic Survey in February 2007.
 DE9039
 DE9039.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9039.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9039
 DE9039.The horizontal coordinates are valid at the epoch date displayed above
 DE9039.which is a decimal equivalence of Year/Month/Day.
 DE9039
 DE9039.The orthometric height was determined by differential leveling and
 DE9039.adjusted in March 2006.
 DE9039
 DE9039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9039
 DE9039.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9039
 DE9039.The ellipsoidal height was determined by GPS observations
 DE9039.and is referenced to NAD 83.
 DE9039
 DE9039.The dynamic height is computed by dividing the NAVD 88
 DE9039.geopotential number by the normal gravity value computed on the
 DE9039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9039.degrees latitude (g = 980.6199 gals.).
 DE9039
 DE9039.The modeled gravity was interpolated from observed gravity values.
 DE9039
 DE9039. The following values were computed from the NAD 83(2007) position.
 DE9039
 DE9039;                    North         East     Units Scale Factor Converg.
 DE9039;SPC MN S     -   216,647.051   887,869.804   MT  0.99995365   +0 46 06.7
 DE9039;SPC MN S     -   710,782.87  2,912,952.85   sFT  0.99995365   +0 46 06.7
 DE9039;UTM  15      - 4,876,821.297   507,727.216   MT  0.99960073   +0 04 01.4
 DE9039
 DE9039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9039!SPC MN S     -   0.99994368  x   0.99995365  =   0.99989734
 DE9039!UTM  15      -   0.99994368  x   0.99960073  =   0.99954444
 DE9039
 DE9039|---------------------------------------------------------------------|
 DE9039| PID    Reference Object                     Distance      Geod. Az  |
 DE9039|                                                           dddmmss.s |
 DE9039| DE9040 2001 P                              367.937 METERS 08343     |
 DE9039|---------------------------------------------------------------------|
 DE9039
 DE9039                          SUPERSEDED SURVEY CONTROL
 DE9039
 DE9039  NAD 83(1996)-  44 02 40.24466(N)    092 54 12.77030(W) AD(       ) 1
 DE9039  ELLIP H (12/17/02)  359.224  (m)                       GP(       ) 4 1
 DE9039  NAVD 88 (12/17/02)  388.36   (m)         1274.1    (f) LEVELING    3  
 DE9039
 DE9039.Superseded values are not recommended for survey control.
 DE9039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9039.See file dsdata.txt to determine how the superseded data were derived.
 DE9039
 DE9039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0772776821(NAD 83)
 DE9039
 DE9039_MARKER: DD = SURVEY DISK
 DE9039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9039_STAMPING: 2001 N 2000
 DE9039_MARK LOGO: MNDT  
 DE9039_PROJECTION: RECESSED 3 CENTIMETERS
 DE9039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9039+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9039_ROD/PIPE-DEPTH:  4.6 meters
 DE9039
 DE9039  HISTORY     - Date     Condition        Report By
 DE9039  HISTORY     - 2000     MONUMENTED       MNDT
 DE9039
 DE9039                          STATION DESCRIPTION
 DE9039
 DE9039'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9039'3 MI (4.8 KM) WEST OF DODGE CENTER, 3.20 MI (5.15 KM) WEST AND NW
 DE9039'ALONG TH 14 FROM JCT OF TH 56, 86.0 FT (26.2 M) ENE OF WB TH 14
 DE9039'BY-PASS, 2.7 FT (0.8 M) WEST OF R/W POST, 2.1 FT (0.6 M) SE OF WIT
 DE9039'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9040 ***********************************************************************
 DE9040  DESIGNATION -  2001 P
 DE9040  PID         -  DE9040
 DE9040  STATE/COUNTY-  MN/DODGE
 DE9040  COUNTRY     -  US
 DE9040  USGS QUAD   -  CLAREMONT (1965)
 DE9040
 DE9040                         *CURRENT SURVEY CONTROL
 DE9040  ______________________________________________________________________
 DE9040* NAD 83(2007) POSITION- 44 02 41.54984(N) 092 53 56.34298(W)   ADJUSTED  
 DE9040* NAD 83(2007) ELLIP HT-   355.518 (meters)        (02/10/07)   ADJUSTED
 DE9040* NAD 83(2007) EPOCH   -  2002.00
 DE9040* NAVD 88 ORTHO HEIGHT -   384.731  (meters)    1262.24  (feet) ADJUSTED  
 DE9040  ______________________________________________________________________
 DE9040  NAD 83(2007) X  -   -232,254.964 (meters)                     COMP
 DE9040  NAD 83(2007) Y  - -4,586,389.872 (meters)                     COMP
 DE9040  NAD 83(2007) Z  -  4,411,924.175 (meters)                     COMP
 DE9040  LAPLACE CORR    -         -9.46  (seconds)                    DEFLEC09
 DE9040  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DE9040  DYNAMIC HEIGHT  -        384.656 (meters)     1261.99  (feet) COMP
 DE9040  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 DE9040
 DE9040  VERT ORDER      -  SECOND    CLASS I
 DE9040
 DE9040  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9040  Type                                         Horiz  Ellip  Dist(km)
 DE9040  -------------------------------------------------------------------
 DE9040  NETWORK                                       1.11   0.63
 DE9040  -------------------------------------------------------------------
 DE9040  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.27      1.05
 DE9040  -------------------------------------------------------------------
 DE9040  NOTE: Click here for information on individual local accuracy
 DE9040  values and other accuracy information.
 DE9040
 DE9040
 DE9040.The horizontal coordinates were established by GPS observations
 DE9040.and adjusted by the National Geodetic Survey in February 2007.
 DE9040
 DE9040.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9040.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9040
 DE9040.The horizontal coordinates are valid at the epoch date displayed above
 DE9040.which is a decimal equivalence of Year/Month/Day.
 DE9040
 DE9040.The orthometric height was determined by differential leveling and
 DE9040.adjusted in March 2006.
 DE9040
 DE9040.No vertical observational check was made to the station.
 DE9040
 DE9040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9040
 DE9040.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9040
 DE9040.The ellipsoidal height was determined by GPS observations
 DE9040.and is referenced to NAD 83.
 DE9040
 DE9040.The dynamic height is computed by dividing the NAVD 88
 DE9040.geopotential number by the normal gravity value computed on the
 DE9040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9040.degrees latitude (g = 980.6199 gals.).
 DE9040
 DE9040.The modeled gravity was interpolated from observed gravity values.
 DE9040
 DE9040. The following values were computed from the NAD 83(2007) position.
 DE9040
 DE9040;                    North         East     Units Scale Factor Converg.
 DE9040;SPC MN S     -   216,692.225   888,234.940   MT  0.99995360   +0 46 18.2
 DE9040;SPC MN S     -   710,931.07  2,914,150.80   sFT  0.99995360   +0 46 18.2
 DE9040;UTM  15      - 4,876,861.982   508,092.748   MT  0.99960081   +0 04 12.8
 DE9040
 DE9040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9040!SPC MN S     -   0.99994426  x   0.99995360  =   0.99989786
 DE9040!UTM  15      -   0.99994426  x   0.99960081  =   0.99954509
 DE9040
 DE9040:                Primary Azimuth Mark                     Grid Az
 DE9040:SPC MN S     -  2001 J                                   077 46 13.9
 DE9040:UTM  15      -  2001 J                                   078 28 19.3
 DE9040
 DE9040|---------------------------------------------------------------------|
 DE9040| PID    Reference Object                     Distance      Geod. Az  |
 DE9040|                                                           dddmmss.s |
 DE9040| AE2810 2001 J                              APPROX. 1.0 KM 0783232.1 |
 DE9040| DE9039 2001 N                              367.937 METERS 26343     |
 DE9040|---------------------------------------------------------------------|
 DE9040
 DE9040                          SUPERSEDED SURVEY CONTROL
 DE9040
 DE9040  NAD 83(1996)-  44 02 41.54917(N)    092 53 56.34255(W) AD(       ) 1
 DE9040  ELLIP H (12/17/02)  355.578  (m)                       GP(       ) 4 1
 DE9040  NAVD 88 (12/17/02)  384.73   (m)         1262.2    (f) LEVELING    3  
 DE9040
 DE9040.Superseded values are not recommended for survey control.
 DE9040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9040.See file dsdata.txt to determine how the superseded data were derived.
 DE9040
 DE9040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0809276861(NAD 83)
 DE9040
 DE9040_MARKER: DD = SURVEY DISK
 DE9040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9040_STAMPING: 2001 P 2000
 DE9040_MARK LOGO: MNDT  
 DE9040_PROJECTION: RECESSED 3 CENTIMETERS
 DE9040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9040+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9040_ROD/PIPE-DEPTH:  6.1 meters
 DE9040
 DE9040  HISTORY     - Date     Condition        Report By
 DE9040  HISTORY     - 2000     MONUMENTED       MNDT
 DE9040
 DE9040                          STATION DESCRIPTION
 DE9040
 DE9040'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9040'3 MI (4.8 KM) WEST OF DODGE CENTER, 3.95 MI (6.36 KM) WEST AND NW
 DE9040'ALONG TH 14 AND TH 56 FROM JCT OF TH 14 AND TH 56 THENCE 0.3 MI (0.5
 DE9040'KM) NE ON 170TH AVE, 132 FT (40.2 M) NORTH OF 625TH ST, 92 FT (28.0 M)
 DE9040'EAST OF 170TH AVE, 50.0 FT (15.2 M) WNW OF R/W POST, 25 FT (7.6 M)
 DE9040'SOUTH OF EXTENDED DRIVEWAY, 2.0 FT (0.6 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7907 ***********************************************************************
 DH7907  DESIGNATION -  2001 Q
 DH7907  PID         -  DH7907
 DH7907  STATE/COUNTY-  MN/DODGE
 DH7907  COUNTRY     -  US
 DH7907  USGS QUAD   -  CLAREMONT (1965)
 DH7907
 DH7907                         *CURRENT SURVEY CONTROL
 DH7907  ______________________________________________________________________
 DH7907* NAD 83(1986) POSITION- 44 01 59.     (N) 092 54 02.     (W)   SCALED    
 DH7907* NAVD 88 ORTHO HEIGHT -   389.489  (meters)    1277.85  (feet) ADJUSTED  
 DH7907  ______________________________________________________________________
 DH7907  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DH7907  DYNAMIC HEIGHT  -        389.413 (meters)     1277.60  (feet) COMP
 DH7907  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 DH7907
 DH7907  VERT ORDER      -  SECOND    CLASS I
 DH7907
 DH7907.The horizontal coordinates were scaled from a topographic map and have
 DH7907.an estimated accuracy of +/- 6 seconds.
 DH7907.
 DH7907.The orthometric height was determined by differential leveling and
 DH7907.adjusted in March 2006.
 DH7907
 DH7907.The dynamic height is computed by dividing the NAVD 88
 DH7907.geopotential number by the normal gravity value computed on the
 DH7907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7907.degrees latitude (g = 980.6199 gals.).
 DH7907
 DH7907.The modeled gravity was interpolated from observed gravity values.
 DH7907
 DH7907;                    North         East    Units  Estimated Accuracy
 DH7907;SPC MN S     -   215,380.      888,130.      MT  (+/- 180 meters Scaled)
 DH7907
 DH7907                          SUPERSEDED SURVEY CONTROL
 DH7907
 DH7907.No superseded survey control is available for this station.
 DH7907
 DH7907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ079755(NAD 83)
 DH7907
 DH7907_MARKER: DD = SURVEY DISK
 DH7907_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7907_SP_SET: BRIDGE ABUTMENT
 DH7907_STAMPING: 2001 Q 2000
 DH7907_MARK LOGO: MNDT  
 DH7907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7907+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7907
 DH7907  HISTORY     - Date     Condition        Report By
 DH7907  HISTORY     - 1999     MONUMENTED       MNDT
 DH7907  HISTORY     - 20000920 GOOD             MNDT
 DH7907
 DH7907                          STATION DESCRIPTION
 DH7907
 DH7907'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7907'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DH7907'WEST OF DODGE CENTER, 2.35 MI (3.78 KM) WNW ALONG TH 14 FROM JCT OF TH
 DH7907'14 AND TH 56 (1.0 MI SOUTH OF DODGE CENTER,) IN ABUTMENT AT SE COR OF
 DH7907'BRDG NO 20007 OVER RR TRACKS, 13.5 FT (4.1 M) NW OF SE COR OF BRDG
 DH7907'RAIL, 25.0 FT (7.6 M) NE OF TH 14 BY-PASS.  DISK WAS SET IN STRUCTURE
 DH7907'WHEN BUILT IN 1999 THEN STAMPED WHEN DESCRIBED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7903 ***********************************************************************
 DH7903  DESIGNATION -  2001 R
 DH7903  PID         -  DH7903
 DH7903  STATE/COUNTY-  MN/DODGE
 DH7903  COUNTRY     -  US
 DH7903  USGS QUAD   -  CLAREMONT (1965)
 DH7903
 DH7903                         *CURRENT SURVEY CONTROL
 DH7903  ______________________________________________________________________
 DH7903* NAD 83(1986) POSITION- 44 01 48.     (N) 092 53 48.     (W)   SCALED    
 DH7903* NAVD 88 ORTHO HEIGHT -   383.745  (meters)    1259.00  (feet) ADJUSTED  
 DH7903  ______________________________________________________________________
 DH7903  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DH7903  DYNAMIC HEIGHT  -        383.670 (meters)     1258.76  (feet) COMP
 DH7903  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 DH7903
 DH7903  VERT ORDER      -  SECOND    CLASS I
 DH7903
 DH7903.The horizontal coordinates were scaled from a topographic map and have
 DH7903.an estimated accuracy of +/- 6 seconds.
 DH7903.
 DH7903.The orthometric height was determined by differential leveling and
 DH7903.adjusted in March 2006.
 DH7903
 DH7903.The dynamic height is computed by dividing the NAVD 88
 DH7903.geopotential number by the normal gravity value computed on the
 DH7903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7903.degrees latitude (g = 980.6199 gals.).
 DH7903
 DH7903.The modeled gravity was interpolated from observed gravity values.
 DH7903
 DH7903;                    North         East    Units  Estimated Accuracy
 DH7903;SPC MN S     -   215,040.      888,440.      MT  (+/- 180 meters Scaled)
 DH7903
 DH7903                          SUPERSEDED SURVEY CONTROL
 DH7903
 DH7903.No superseded survey control is available for this station.
 DH7903
 DH7903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ082752(NAD 83)
 DH7903
 DH7903_MARKER: DD = SURVEY DISK
 DH7903_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7903_SP_SET: BRIDGE ABUTMENT
 DH7903_STAMPING: 2001 R 2000
 DH7903_MARK LOGO: MNDT  
 DH7903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7903+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7903
 DH7903  HISTORY     - Date     Condition        Report By
 DH7903  HISTORY     - 1999     MONUMENTED       MNDT
 DH7903  HISTORY     - 20000920 GOOD             MNDT
 DH7903
 DH7903                          STATION DESCRIPTION
 DH7903
 DH7903'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7903'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 DH7903'WEST OF DODGE CENTER, 2.1 MI (3.4 KM) WNW ALONG TH 14 FROM JCT OF TH
 DH7903'14 AND TH 56 (1.0 MI SOUTH OF DODGE CENTER,) IN SE COR OF BRDG NO
 DH7903'20011 OVER CO RD H, 24.3 FT (7.4 M) NE OF TH 14 BY-PASS, 16.8 FT (5.1
 DH7903'M) NW OF SE COR OF BRDG RAILING.  DISK WAS SET IN STRUCTURE WHEN BUILT
 DH7903'IN 1999 THEN STAMPED WHEN DESCRIBED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7904 ***********************************************************************
 DH7904  DESIGNATION -  2001 S
 DH7904  PID         -  DH7904
 DH7904  STATE/COUNTY-  MN/DODGE
 DH7904  COUNTRY     -  US
 DH7904  USGS QUAD   -  CLAREMONT (1965)
 DH7904
 DH7904                         *CURRENT SURVEY CONTROL
 DH7904  ______________________________________________________________________
 DH7904* NAD 83(1986) POSITION- 44 01 30.     (N) 092 53 29.     (W)   SCALED    
 DH7904* NAVD 88 ORTHO HEIGHT -   374.808  (meters)    1229.68  (feet) ADJUSTED  
 DH7904  ______________________________________________________________________
 DH7904  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 DH7904  DYNAMIC HEIGHT  -        374.733 (meters)     1229.44  (feet) COMP
 DH7904  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 DH7904
 DH7904  VERT ORDER      -  SECOND    CLASS I
 DH7904
 DH7904.The horizontal coordinates were scaled from a topographic map and have
 DH7904.an estimated accuracy of +/- 6 seconds.
 DH7904.
 DH7904.The orthometric height was determined by differential leveling and
 DH7904.adjusted in March 2006.
 DH7904
 DH7904.The dynamic height is computed by dividing the NAVD 88
 DH7904.geopotential number by the normal gravity value computed on the
 DH7904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7904.degrees latitude (g = 980.6199 gals.).
 DH7904
 DH7904.The modeled gravity was interpolated from observed gravity values.
 DH7904
 DH7904;                    North         East    Units  Estimated Accuracy
 DH7904;SPC MN S     -   214,490.      888,870.      MT  (+/- 180 meters Scaled)
 DH7904
 DH7904                          SUPERSEDED SURVEY CONTROL
 DH7904
 DH7904.No superseded survey control is available for this station.
 DH7904
 DH7904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ087746(NAD 83)
 DH7904
 DH7904_MARKER: DD = SURVEY DISK
 DH7904_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7904_SP_SET: BRIDGE ABUTMENT
 DH7904_STAMPING: 2001 S 2000
 DH7904_MARK LOGO: MNDT  
 DH7904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7904+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7904
 DH7904  HISTORY     - Date     Condition        Report By
 DH7904  HISTORY     - 1999     MONUMENTED       MNDT
 DH7904  HISTORY     - 20000920 GOOD             MNDT
 DH7904
 DH7904                          STATION DESCRIPTION
 DH7904
 DH7904'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7904'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 DH7904'SW OF DODGE CENTER, 1.65 MI (2.66 KM) WNW ALONG TH 14 FROM JCT OF TH
 DH7904'14 AND TH 56 (1.0 MI SOUTH OF DODGE CENTER,) IN COR OF TH 14 BRDG NO
 DH7904'20009 OVER CENTER CREEK, 2.4 FT (0.7 M) EAST OF NW END OF BRDG
 DH7904'RAILING, 25.5 FT (7.8 M) NORTH OF WB TH 14.  DISK WAS SET IN STRUCTURE
 DH7904'WHEN BUILT IN 1999 THEN STAMPED WHEN DESCRIBED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7919 ***********************************************************************
 DH7919  DESIGNATION -  2001 T
 DH7919  PID         -  DH7919
 DH7919  STATE/COUNTY-  MN/DODGE
 DH7919  COUNTRY     -  US
 DH7919  USGS QUAD   -  CLAREMONT (1965)
 DH7919
 DH7919                         *CURRENT SURVEY CONTROL
 DH7919  ______________________________________________________________________
 DH7919* NAD 83(1986) POSITION- 44 01 30.     (N) 092 53 35.     (W)   SCALED    
 DH7919* NAVD 88 ORTHO HEIGHT -   379.637  (meters)    1245.53  (feet) ADJUSTED  
 DH7919  ______________________________________________________________________
 DH7919  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 DH7919  DYNAMIC HEIGHT  -        379.562 (meters)     1245.28  (feet) COMP
 DH7919  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 DH7919
 DH7919  VERT ORDER      -  SECOND    CLASS I
 DH7919
 DH7919.The horizontal coordinates were scaled from a topographic map and have
 DH7919.an estimated accuracy of +/- 6 seconds.
 DH7919.
 DH7919.The orthometric height was determined by differential leveling and
 DH7919.adjusted in March 2006.
 DH7919
 DH7919.The dynamic height is computed by dividing the NAVD 88
 DH7919.geopotential number by the normal gravity value computed on the
 DH7919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7919.degrees latitude (g = 980.6199 gals.).
 DH7919
 DH7919.The modeled gravity was interpolated from observed gravity values.
 DH7919
 DH7919;                    North         East    Units  Estimated Accuracy
 DH7919;SPC MN S     -   214,490.      888,740.      MT  (+/- 180 meters Scaled)
 DH7919
 DH7919                          SUPERSEDED SURVEY CONTROL
 DH7919
 DH7919.No superseded survey control is available for this station.
 DH7919
 DH7919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ085746(NAD 83)
 DH7919
 DH7919_MARKER: DV = VERTICAL CONTROL DISK
 DH7919_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7919_SP_SET: BRIDGE ABUTMENT
 DH7919_STAMPING: 2001 T 2000
 DH7919_MARK LOGO: MNDT  
 DH7919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7919+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 DH7919
 DH7919  HISTORY     - Date     Condition        Report By
 DH7919  HISTORY     - 1978     MONUMENTED       MNDT
 DH7919  HISTORY     - 20000920 GOOD             MNDT
 DH7919
 DH7919                          STATION DESCRIPTION
 DH7919
 DH7919'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7919'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 DH7919'SW OF DODGE CENTER, 1.50 MI (2.41 KM) WNW ALONG TH 14 FROM JCT OF TH
 DH7919'14 AND TH 56 (1.0 MI SOUTH OF DODGE CENTER,) IN NE COR OF BRDG NO
 DH7919'20005 OVER CENTER CREEK, 2.5 FT (0.8 M) WEST OF NE COR OF BRDG
 DH7919'RAILING, 25.5 FT (7.8 M) NORTH OF WB TH 14.  DISK WAS SET IN STRUCTURE
 DH7919'WHEN BUILT IN 1978 THEN STAMPED WHEN DESCRIBED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9041 ***********************************************************************
 DE9041  DESIGNATION -  2001 U
 DE9041  PID         -  DE9041
 DE9041  STATE/COUNTY-  MN/DODGE
 DE9041  COUNTRY     -  US
 DE9041  USGS QUAD   -  CLAREMONT (1965)
 DE9041
 DE9041                         *CURRENT SURVEY CONTROL
 DE9041  ______________________________________________________________________
 DE9041* NAD 83(2007) POSITION- 44 01 05.52041(N) 092 52 45.74958(W)   ADJUSTED  
 DE9041* NAD 83(2007) ELLIP HT-   362.291 (meters)        (02/10/07)   ADJUSTED
 DE9041* NAD 83(2007) EPOCH   -  2002.00
 DE9041* NAVD 88 ORTHO HEIGHT -   391.598  (meters)    1284.77  (feet) ADJUSTED  
 DE9041  ______________________________________________________________________
 DE9041  NAD 83(2007) X  -   -230,789.010 (meters)                     COMP
 DE9041  NAD 83(2007) Y  - -4,588,531.554 (meters)                     COMP
 DE9041  NAD 83(2007) Z  -  4,409,797.832 (meters)                     COMP
 DE9041  LAPLACE CORR    -         -9.20  (seconds)                    DEFLEC09
 DE9041  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 DE9041  DYNAMIC HEIGHT  -        391.519 (meters)     1284.51  (feet) COMP
 DE9041  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 DE9041
 DE9041  VERT ORDER      -  SECOND    CLASS I
 DE9041
 DE9041  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9041  Type                                         Horiz  Ellip  Dist(km)
 DE9041  -------------------------------------------------------------------
 DE9041  NETWORK                                       1.07   0.67
 DE9041  -------------------------------------------------------------------
 DE9041  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.30   0.69      4.55
 DE9041  -------------------------------------------------------------------
 DE9041  NOTE: Click here for information on individual local accuracy
 DE9041  values and other accuracy information.
 DE9041
 DE9041
 DE9041.The horizontal coordinates were established by GPS observations
 DE9041.and adjusted by the National Geodetic Survey in February 2007.
 DE9041
 DE9041.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9041.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9041
 DE9041.The horizontal coordinates are valid at the epoch date displayed above
 DE9041.which is a decimal equivalence of Year/Month/Day.
 DE9041
 DE9041.The orthometric height was determined by differential leveling and
 DE9041.adjusted in March 2006.
 DE9041
 DE9041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9041
 DE9041.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9041
 DE9041.The ellipsoidal height was determined by GPS observations
 DE9041.and is referenced to NAD 83.
 DE9041
 DE9041.The dynamic height is computed by dividing the NAVD 88
 DE9041.geopotential number by the normal gravity value computed on the
 DE9041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9041.degrees latitude (g = 980.6199 gals.).
 DE9041
 DE9041.The modeled gravity was interpolated from observed gravity values.
 DE9041
 DE9041. The following values were computed from the NAD 83(2007) position.
 DE9041
 DE9041;                    North         East     Units Scale Factor Converg.
 DE9041;SPC MN S     -   213,750.072   889,846.952   MT  0.99995739   +0 47 07.7
 DE9041;SPC MN S     -   701,278.36  2,919,439.54   sFT  0.99995739   +0 47 07.7
 DE9041;UTM  15      - 4,873,901.362   509,668.055   MT  0.99960115   +0 05 01.8
 DE9041
 DE9041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9041!SPC MN S     -   0.99994319  x   0.99995739  =   0.99990059
 DE9041!UTM  15      -   0.99994319  x   0.99960115  =   0.99954437
 DE9041
 DE9041                          SUPERSEDED SURVEY CONTROL
 DE9041
 DE9041  NAD 83(1996)-  44 01 05.51976(N)    092 52 45.74902(W) AD(       ) 1
 DE9041  ELLIP H (12/17/02)  362.353  (m)                       GP(       ) 4 1
 DE9041  NAVD 88 (12/17/02)  391.60   (m)         1284.8    (f) LEVELING    3  
 DE9041
 DE9041.Superseded values are not recommended for survey control.
 DE9041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9041.See file dsdata.txt to determine how the superseded data were derived.
 DE9041
 DE9041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0966873901(NAD 83)
 DE9041
 DE9041_MARKER: DD = SURVEY DISK
 DE9041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9041_STAMPING: 2001 U 2000
 DE9041_MARK LOGO: MNDT  
 DE9041_PROJECTION: FLUSH
 DE9041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9041+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9041_ROD/PIPE-DEPTH:  6.1 meters
 DE9041
 DE9041  HISTORY     - Date     Condition        Report By
 DE9041  HISTORY     - 2000     MONUMENTED       MNDT
 DE9041
 DE9041                          STATION DESCRIPTION
 DE9041
 DE9041'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9041'1 MI (1.6 KM) SW OF DODGE CENTER, 1.0 MI (1.6 KM) WEST ALONG TH 14
 DE9041'FROM JCT OF TH 56, 32 FT (9.8 M) WEST OF 180TH AVE, 12.5 FT (3.8 M)
 DE9041'NORTH OF P-POLE, 206 FT (62.8 M) SOUTH OF P-POLE, 2.6 FT (0.8 M) SOUTH
 DE9041'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7905 ***********************************************************************
 DH7905  DESIGNATION -  2001 V
 DH7905  PID         -  DH7905
 DH7905  STATE/COUNTY-  MN/DODGE
 DH7905  COUNTRY     -  US
 DH7905  USGS QUAD   -  DODGE CENTER (1982)
 DH7905
 DH7905                         *CURRENT SURVEY CONTROL
 DH7905  ______________________________________________________________________
 DH7905* NAD 83(1986) POSITION- 44 01 05.7    (N) 092 51 32.8    (W)   HD_HELD2  
 DH7905* NAVD 88 ORTHO HEIGHT -   402.108  (meters)    1319.25  (feet) ADJUSTED  
 DH7905  ______________________________________________________________________
 DH7905  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 DH7905  DYNAMIC HEIGHT  -        402.025 (meters)     1318.98  (feet) COMP
 DH7905  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 DH7905
 DH7905  VERT ORDER      -  SECOND    CLASS I
 DH7905
 DH7905.The horizontal coordinates were established by autonomous hand held GPS
 DH7905.observations and have an estimated accuracy of +/- 10 meters.
 DH7905.
 DH7905.The orthometric height was determined by differential leveling and
 DH7905.adjusted in March 2006.
 DH7905
 DH7905.Photographs are available for this station.
 DH7905
 DH7905.The dynamic height is computed by dividing the NAVD 88
 DH7905.geopotential number by the normal gravity value computed on the
 DH7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7905.degrees latitude (g = 980.6199 gals.).
 DH7905
 DH7905.The modeled gravity was interpolated from observed gravity values.
 DH7905
 DH7905;                    North         East    Units  Estimated Accuracy
 DH7905;SPC MN S     -   213,778.      891,471.      MT  (+/- 10 meters HH2 GPS)
 DH7905
 DH7905                          SUPERSEDED SURVEY CONTROL
 DH7905
 DH7905.No superseded survey control is available for this station.
 DH7905
 DH7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1129273909(NAD 83)
 DH7905
 DH7905_MARKER: DD = SURVEY DISK
 DH7905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7905_SP_SET: BRIDGE RAILING
 DH7905_STAMPING: 2001 V 2000
 DH7905_MARK LOGO: MNDT  
 DH7905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7905+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 DH7905
 DH7905  HISTORY     - Date     Condition        Report By
 DH7905  HISTORY     - 2000     MONUMENTED       MNDT
 DH7905  HISTORY     - 20000920 GOOD             MNDT
 DH7905  HISTORY     - 20060825 GOOD             MNDT
 DH7905
 DH7905                          STATION DESCRIPTION
 DH7905
 DH7905'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7905'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MI (1.6 KM)
 DH7905'SOUTH OF DODGE CENTER, IN ABUTMENT AT SE COR OF TH 56 BRIDGE NO 20010
 DH7905'OVER TH 14, AT THE JCT OF TH 14 BYPASS AND TH 56 AT DODGE CENTER, 20.0
 DH7905'FT (6.1 M) EAST OF NB TH 56, 20.7 FT (6.3 M) NORTH OF SE COR OF BRDG
 DH7905'RAILING.
 DH7905
 DH7905                          STATION RECOVERY (2006)
 DH7905
 DH7905'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH7905'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9042 ***********************************************************************
 DE9042  DESIGNATION -  2001 W
 DE9042  PID         -  DE9042
 DE9042  STATE/COUNTY-  MN/DODGE
 DE9042  COUNTRY     -  US
 DE9042  USGS QUAD   -  CLAREMONT (1965)
 DE9042
 DE9042                         *CURRENT SURVEY CONTROL
 DE9042  ______________________________________________________________________
 DE9042* NAD 83(2007) POSITION- 44 03 08.61434(N) 092 57 54.98424(W)   ADJUSTED  
 DE9042* NAD 83(2007) ELLIP HT-   365.870 (meters)        (02/10/07)   ADJUSTED
 DE9042* NAD 83(2007) EPOCH   -  2002.00
 DE9042* NAVD 88 ORTHO HEIGHT -   394.832  (meters)    1295.38  (feet) ADJUSTED  
 DE9042  ______________________________________________________________________
 DE9042  NAD 83(2007) X  -   -237,531.441 (meters)                     COMP
 DE9042  NAD 83(2007) Y  - -4,585,545.481 (meters)                     COMP
 DE9042  NAD 83(2007) Z  -  4,412,531.806 (meters)                     COMP
 DE9042  LAPLACE CORR    -         -9.25  (seconds)                    DEFLEC09
 DE9042  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 DE9042  DYNAMIC HEIGHT  -        394.762 (meters)     1295.15  (feet) COMP
 DE9042  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 DE9042
 DE9042  VERT ORDER      -  SECOND    CLASS I
 DE9042
 DE9042  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9042  Type                                         Horiz  Ellip  Dist(km)
 DE9042  -------------------------------------------------------------------
 DE9042  NETWORK                                       0.66   0.51
 DE9042  -------------------------------------------------------------------
 DE9042  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.37      3.23
 DE9042  -------------------------------------------------------------------
 DE9042  NOTE: Click here for information on individual local accuracy
 DE9042  values and other accuracy information.
 DE9042
 DE9042
 DE9042.The horizontal coordinates were established by GPS observations
 DE9042.and adjusted by the National Geodetic Survey in February 2007.
 DE9042
 DE9042.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9042.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9042
 DE9042.The horizontal coordinates are valid at the epoch date displayed above
 DE9042.which is a decimal equivalence of Year/Month/Day.
 DE9042
 DE9042.The orthometric height was determined by differential leveling and
 DE9042.adjusted in March 2006.
 DE9042
 DE9042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9042
 DE9042.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9042
 DE9042.The ellipsoidal height was determined by GPS observations
 DE9042.and is referenced to NAD 83.
 DE9042
 DE9042.The dynamic height is computed by dividing the NAVD 88
 DE9042.geopotential number by the normal gravity value computed on the
 DE9042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9042.degrees latitude (g = 980.6199 gals.).
 DE9042
 DE9042.The modeled gravity was interpolated from observed gravity values.
 DE9042
 DE9042. The following values were computed from the NAD 83(2007) position.
 DE9042
 DE9042;                    North         East     Units Scale Factor Converg.
 DE9042;SPC MN S     -   217,458.058   882,912.269   MT  0.99995257   +0 43 31.0
 DE9042;SPC MN S     -   713,443.65  2,896,688.00   sFT  0.99995257   +0 43 31.0
 DE9042;UTM  15      - 4,877,692.614   502,781.723   MT  0.99960010   +0 01 26.9
 DE9042
 DE9042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9042!SPC MN S     -   0.99994263  x   0.99995257  =   0.99989521
 DE9042!UTM  15      -   0.99994263  x   0.99960010  =   0.99954276
 DE9042
 DE9042                          SUPERSEDED SURVEY CONTROL
 DE9042
 DE9042  NAD 83(1996)-  44 03 08.61366(N)    092 57 54.98394(W) AD(       ) 1
 DE9042  ELLIP H (12/17/02)  365.927  (m)                       GP(       ) 4 1
 DE9042  NAVD 88 (12/17/02)  394.83   (m)         1295.4    (f) LEVELING    3  
 DE9042
 DE9042.Superseded values are not recommended for survey control.
 DE9042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9042.See file dsdata.txt to determine how the superseded data were derived.
 DE9042
 DE9042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0278177692(NAD 83)
 DE9042
 DE9042_MARKER: DD = SURVEY DISK
 DE9042_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9042_STAMPING: 2001 W 2000
 DE9042_MARK LOGO: MNDT  
 DE9042_PROJECTION: RECESSED 10 CENTIMETERS
 DE9042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9042+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9042_ROD/PIPE-DEPTH:  6.1 meters
 DE9042
 DE9042  HISTORY     - Date     Condition        Report By
 DE9042  HISTORY     - 2000     MONUMENTED       MNDT
 DE9042
 DE9042                          STATION DESCRIPTION
 DE9042
 DE9042'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9042'1.5 MI (2.4 KM) EAST OF CLAREMONT, 2 MI (3.2 KM) EAST ALONG TH 14 FROM
 DE9042'JCT OF CO RD 1, AT TH 14 MP 186.25, 168.0 FT (51.2 M) NORTH OF TH 14,
 DE9042'48.5 FT (14.8 M) EAST OF 140TH AVE, 7.3 FT (2.2 M) SOUTH OF R/W POST,
 DE9042'2.5 FT (0.8 M) SOUTH OF WIT POST, RECESSED 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9043 ***********************************************************************
 DE9043  DESIGNATION -  2002 D
 DE9043  PID         -  DE9043
 DE9043  STATE/COUNTY-  MN/DODGE
 DE9043  COUNTRY     -  US
 DE9043  USGS QUAD   -  BYRON (1982)
 DE9043
 DE9043                         *CURRENT SURVEY CONTROL
 DE9043  ______________________________________________________________________
 DE9043* NAD 83(2007) POSITION- 44 01 24.86526(N) 092 43 07.53859(W)   ADJUSTED  
 DE9043* NAD 83(2007) ELLIP HT-   360.481 (meters)        (02/10/07)   ADJUSTED
 DE9043* NAD 83(2007) EPOCH   -  2002.00
 DE9043* NAVD 88 ORTHO HEIGHT -   390.323  (meters)    1280.58  (feet) ADJUSTED  
 DE9043  ______________________________________________________________________
 DE9043  NAD 83(2007) X  -   -217,905.594 (meters)                     COMP
 DE9043  NAD 83(2007) Y  - -4,588,744.709 (meters)                     COMP
 DE9043  NAD 83(2007) Z  -  4,410,225.944 (meters)                     COMP
 DE9043  LAPLACE CORR    -         -6.08  (seconds)                    DEFLEC09
 DE9043  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 DE9043  DYNAMIC HEIGHT  -        390.238 (meters)     1280.31  (feet) COMP
 DE9043  MODELED GRAVITY -    980,388.6   (mgal)                       NAVD 88
 DE9043
 DE9043  VERT ORDER      -  SECOND    CLASS I
 DE9043
 DE9043  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9043  Type                                         Horiz  Ellip  Dist(km)
 DE9043  -------------------------------------------------------------------
 DE9043  NETWORK                                       1.18   0.65
 DE9043  -------------------------------------------------------------------
 DE9043  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.82   0.37      1.78
 DE9043  -------------------------------------------------------------------
 DE9043  NOTE: Click here for information on individual local accuracy
 DE9043  values and other accuracy information.
 DE9043
 DE9043
 DE9043.The horizontal coordinates were established by GPS observations
 DE9043.and adjusted by the National Geodetic Survey in February 2007.
 DE9043
 DE9043.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9043.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9043
 DE9043.The horizontal coordinates are valid at the epoch date displayed above
 DE9043.which is a decimal equivalence of Year/Month/Day.
 DE9043
 DE9043.The orthometric height was determined by differential leveling and
 DE9043.adjusted in March 2006.
 DE9043
 DE9043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9043
 DE9043.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9043
 DE9043.The ellipsoidal height was determined by GPS observations
 DE9043.and is referenced to NAD 83.
 DE9043
 DE9043.The dynamic height is computed by dividing the NAVD 88
 DE9043.geopotential number by the normal gravity value computed on the
 DE9043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9043.degrees latitude (g = 980.6199 gals.).
 DE9043
 DE9043.The modeled gravity was interpolated from observed gravity values.
 DE9043
 DE9043. The following values were computed from the NAD 83(2007) position.
 DE9043
 DE9043;                    North         East     Units Scale Factor Converg.
 DE9043;SPC MN S     -   214,536.233   902,713.965   MT  0.99995661   +0 53 53.0
 DE9043;SPC MN S     -   703,857.62  2,961,654.07   sFT  0.99995661   +0 53 53.0
 DE9043;UTM  15      - 4,874,529.566   522,539.183   MT  0.99960625   +0 11 43.6
 DE9043
 DE9043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9043!SPC MN S     -   0.99994348  x   0.99995661  =   0.99990009
 DE9043!UTM  15      -   0.99994348  x   0.99960625  =   0.99954975
 DE9043
 DE9043                          SUPERSEDED SURVEY CONTROL
 DE9043
 DE9043  NAD 83(1996)-  44 01 24.86466(N)    092 43 07.53805(W) AD(       ) 1
 DE9043  ELLIP H (12/17/02)  360.550  (m)                       GP(       ) 4 1
 DE9043  NAVD 88 (12/17/02)  390.32   (m)         1280.6    (f) LEVELING    3  
 DE9043
 DE9043.Superseded values are not recommended for survey control.
 DE9043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9043.See file dsdata.txt to determine how the superseded data were derived.
 DE9043
 DE9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2253974529(NAD 83)
 DE9043
 DE9043_MARKER: DB = BENCH MARK DISK
 DE9043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9043_STAMPING: 2002 D 1976
 DE9043_MARK LOGO: MNHD  
 DE9043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9043+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9043
 DE9043  HISTORY     - Date     Condition        Report By
 DE9043  HISTORY     - 1976     MONUMENTED       MNDT
 DE9043  HISTORY     - 20000917 GOOD             MNDT
 DE9043
 DE9043                          STATION DESCRIPTION
 DE9043
 DE9043'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9043'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) EAST OF KASSON, 1.5 MI (2.4 KM)
 DE9043'EAST OF JCT OF TH 14 AND TH 57, AT TH 14 MP 199.15, 152 FT (46.3 M)
 DE9043'WEST OF 260TH AVE, 115.1 FT (35.1 M) WEST OF P-POLE, 108.6 FT (33.1 M)
 DE9043'NNE OF WB TH 14, 1.4 FT (0.4 M) SOUTH OF WIT AND R/W POST, FLUSH,
 DE9043'MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9044 ***********************************************************************
 DE9044  DESIGNATION -  2002 E
 DE9044  PID         -  DE9044
 DE9044  STATE/COUNTY-  MN/DODGE
 DE9044  COUNTRY     -  US
 DE9044  USGS QUAD   -  BYRON (1982)
 DE9044
 DE9044                         *CURRENT SURVEY CONTROL
 DE9044  ______________________________________________________________________
 DE9044* NAD 83(2007) POSITION- 44 01 23.27409(N) 092 44 17.95018(W)   ADJUSTED  
 DE9044* NAD 83(2007) ELLIP HT-   352.305 (meters)        (02/10/07)   ADJUSTED
 DE9044* NAD 83(2007) EPOCH   -  2002.00
 DE9044* NAVD 88 ORTHO HEIGHT -   382.100  (meters)    1253.61  (feet) ADJUSTED  
 DE9044  ______________________________________________________________________
 DE9044  NAD 83(2007) X  -   -219,473.368 (meters)                     COMP
 DE9044  NAD 83(2007) Y  - -4,588,698.276 (meters)                     COMP
 DE9044  NAD 83(2007) Z  -  4,410,184.947 (meters)                     COMP
 DE9044  LAPLACE CORR    -         -6.68  (seconds)                    DEFLEC09
 DE9044  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 DE9044  DYNAMIC HEIGHT  -        382.017 (meters)     1253.33  (feet) COMP
 DE9044  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 DE9044
 DE9044  VERT ORDER      -  SECOND    CLASS I
 DE9044
 DE9044  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9044  Type                                         Horiz  Ellip  Dist(km)
 DE9044  -------------------------------------------------------------------
 DE9044  NETWORK                                       1.18   0.65
 DE9044  -------------------------------------------------------------------
 DE9044  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.33      1.57
 DE9044  -------------------------------------------------------------------
 DE9044  NOTE: Click here for information on individual local accuracy
 DE9044  values and other accuracy information.
 DE9044
 DE9044
 DE9044.The horizontal coordinates were established by GPS observations
 DE9044.and adjusted by the National Geodetic Survey in February 2007.
 DE9044
 DE9044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9044.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9044
 DE9044.The horizontal coordinates are valid at the epoch date displayed above
 DE9044.which is a decimal equivalence of Year/Month/Day.
 DE9044
 DE9044.The orthometric height was determined by differential leveling and
 DE9044.adjusted in March 2006.
 DE9044
 DE9044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9044
 DE9044.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9044
 DE9044.The ellipsoidal height was determined by GPS observations
 DE9044.and is referenced to NAD 83.
 DE9044
 DE9044.The dynamic height is computed by dividing the NAVD 88
 DE9044.geopotential number by the normal gravity value computed on the
 DE9044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9044.degrees latitude (g = 980.6199 gals.).
 DE9044
 DE9044.The modeled gravity was interpolated from observed gravity values.
 DE9044
 DE9044. The following values were computed from the NAD 83(2007) position.
 DE9044
 DE9044;                    North         East     Units Scale Factor Converg.
 DE9044;SPC MN S     -   214,462.741   901,146.867   MT  0.99995668   +0 53 03.6
 DE9044;SPC MN S     -   703,616.51  2,956,512.68   sFT  0.99995668   +0 53 03.6
 DE9044;UTM  15      - 4,874,475.314   520,971.852   MT  0.99960541   +0 10 54.7
 DE9044
 DE9044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9044!SPC MN S     -   0.99994476  x   0.99995668  =   0.99990144
 DE9044!UTM  15      -   0.99994476  x   0.99960541  =   0.99955019
 DE9044
 DE9044                          SUPERSEDED SURVEY CONTROL
 DE9044
 DE9044  NAD 83(1996)-  44 01 23.27349(N)    092 44 17.94963(W) AD(       ) 1
 DE9044  ELLIP H (12/17/02)  352.374  (m)                       GP(       ) 4 1
 DE9044  NAVD 88 (12/17/02)  382.10   (m)         1253.6    (f) LEVELING    3  
 DE9044
 DE9044.Superseded values are not recommended for survey control.
 DE9044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9044.See file dsdata.txt to determine how the superseded data were derived.
 DE9044
 DE9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2097174475(NAD 83)
 DE9044
 DE9044_MARKER: DB = BENCH MARK DISK
 DE9044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9044_STAMPING: 2002 E 1976
 DE9044_MARK LOGO: MNDT  
 DE9044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9044+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9044
 DE9044  HISTORY     - Date     Condition        Report By
 DE9044  HISTORY     - 1976     MONUMENTED       MNDT
 DE9044  HISTORY     - 20000917 GOOD             MNDT
 DE9044
 DE9044                          STATION DESCRIPTION
 DE9044
 DE9044'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9044'THE MARK WAS RECOVERED 0.5 MI (0.8 KM) EAST OF KASSON, 0.5 MI (0.8 KM)
 DE9044'EAST OF JCT OF TH 14 AND TH 57, AT TH 14 MP 198.25, 109.1 FT (33.3 M)
 DE9044'NORTH OF WB TH 14, 79.6 FT (24.3 M) WEST OF P-POLE, 33 FT (10.1 M)
 DE9044'WEST OF DEAD END RD, 0.9 FT (27.4 CM) SOUTH OF WIT AND R/W POST,
 DE9044'PROJECTS 2 INCHES, MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7908 ***********************************************************************
 DH7908  DESIGNATION -  2002 F
 DH7908  PID         -  DH7908
 DH7908  STATE/COUNTY-  MN/DODGE
 DH7908  COUNTRY     -  US
 DH7908  USGS QUAD   -  BYRON (1982)
 DH7908
 DH7908                         *CURRENT SURVEY CONTROL
 DH7908  ______________________________________________________________________
 DH7908* NAD 83(1986) POSITION- 44 01 21.     (N) 092 44 53.     (W)   SCALED    
 DH7908* NAVD 88 ORTHO HEIGHT -   386.290  (meters)    1267.35  (feet) ADJUSTED  
 DH7908  ______________________________________________________________________
 DH7908  GEOID HEIGHT    -        -29.77  (meters)                     GEOID09
 DH7908  DYNAMIC HEIGHT  -        386.206 (meters)     1267.08  (feet) COMP
 DH7908  MODELED GRAVITY -    980,389.3   (mgal)                       NAVD 88
 DH7908
 DH7908  VERT ORDER      -  SECOND    CLASS I
 DH7908
 DH7908.The horizontal coordinates were scaled from a topographic map and have
 DH7908.an estimated accuracy of +/- 6 seconds.
 DH7908.
 DH7908.The orthometric height was determined by differential leveling and
 DH7908.adjusted in March 2006.
 DH7908
 DH7908.The dynamic height is computed by dividing the NAVD 88
 DH7908.geopotential number by the normal gravity value computed on the
 DH7908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7908.degrees latitude (g = 980.6199 gals.).
 DH7908
 DH7908.The modeled gravity was interpolated from observed gravity values.
 DH7908
 DH7908;                    North         East    Units  Estimated Accuracy
 DH7908;SPC MN S     -   214,380.      900,370.      MT  (+/- 180 meters Scaled)
 DH7908
 DH7908                          SUPERSEDED SURVEY CONTROL
 DH7908
 DH7908.No superseded survey control is available for this station.
 DH7908
 DH7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ201744(NAD 83)
 DH7908
 DH7908_MARKER: DB = BENCH MARK DISK
 DH7908_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH7908_SP_SET: BRIDGE ABUTMENT
 DH7908_STAMPING: 2002 F 1976
 DH7908_MARK LOGO: MNHD  
 DH7908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7908+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DH7908
 DH7908  HISTORY     - Date     Condition        Report By
 DH7908  HISTORY     - 1976     MONUMENTED       MNHD
 DH7908  HISTORY     - 20000917 GOOD             MNDT
 DH7908
 DH7908                          STATION DESCRIPTION
 DH7908
 DH7908'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DH7908'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN SE PART OF
 DH7908'KASSON, IN ABUT AT SE COR OF EB TH 14 BRDG NO 20002 OVER TH 57, 26.0
 DH7908'FT (7.9 M) SOUTH OF EB TH 14.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9045 ***********************************************************************
 DE9045  DESIGNATION -  2002 G
 DE9045  PID         -  DE9045
 DE9045  STATE/COUNTY-  MN/DODGE
 DE9045  COUNTRY     -  US
 DE9045  USGS QUAD   -  DODGE CENTER (1982)
 DE9045
 DE9045                         *CURRENT SURVEY CONTROL
 DE9045  ______________________________________________________________________
 DE9045* NAD 83(2007) POSITION- 44 01 24.25940(N) 092 45 21.64047(W)   ADJUSTED  
 DE9045* NAD 83(2007) ELLIP HT-   348.874 (meters)        (02/10/07)   ADJUSTED
 DE9045* NAD 83(2007) EPOCH   -  2002.00
 DE9045* NAVD 88 ORTHO HEIGHT -   378.621  (meters)    1242.19  (feet) ADJUSTED  
 DE9045  ______________________________________________________________________
 DE9045  NAD 83(2007) X  -   -220,889.117 (meters)                     COMP
 DE9045  NAD 83(2007) Y  - -4,588,606.714 (meters)                     COMP
 DE9045  NAD 83(2007) Z  -  4,410,204.431 (meters)                     COMP
 DE9045  LAPLACE CORR    -         -7.34  (seconds)                    DEFLEC09
 DE9045  GEOID HEIGHT    -        -29.74  (meters)                     GEOID09
 DE9045  DYNAMIC HEIGHT  -        378.538 (meters)     1241.92  (feet) COMP
 DE9045  MODELED GRAVITY -    980,389.8   (mgal)                       NAVD 88
 DE9045
 DE9045  VERT ORDER      -  SECOND    CLASS I
 DE9045
 DE9045  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9045  Type                                         Horiz  Ellip  Dist(km)
 DE9045  -------------------------------------------------------------------
 DE9045  NETWORK                                       1.19   0.67
 DE9045  -------------------------------------------------------------------
 DE9045  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.73   0.37      1.84
 DE9045  -------------------------------------------------------------------
 DE9045  NOTE: Click here for information on individual local accuracy
 DE9045  values and other accuracy information.
 DE9045
 DE9045
 DE9045.The horizontal coordinates were established by GPS observations
 DE9045.and adjusted by the National Geodetic Survey in February 2007.
 DE9045
 DE9045.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9045.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9045
 DE9045.The horizontal coordinates are valid at the epoch date displayed above
 DE9045.which is a decimal equivalence of Year/Month/Day.
 DE9045
 DE9045.The orthometric height was determined by differential leveling and
 DE9045.adjusted in March 2006.
 DE9045
 DE9045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9045
 DE9045.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9045
 DE9045.The ellipsoidal height was determined by GPS observations
 DE9045.and is referenced to NAD 83.
 DE9045
 DE9045.The dynamic height is computed by dividing the NAVD 88
 DE9045.geopotential number by the normal gravity value computed on the
 DE9045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9045.degrees latitude (g = 980.6199 gals.).
 DE9045
 DE9045.The modeled gravity was interpolated from observed gravity values.
 DE9045
 DE9045. The following values were computed from the NAD 83(2007) position.
 DE9045
 DE9045;                    North         East     Units Scale Factor Converg.
 DE9045;SPC MN S     -   214,471.410   899,728.196   MT  0.99995664   +0 52 19.0
 DE9045;SPC MN S     -   703,644.95  2,951,858.26   sFT  0.99995664   +0 52 19.0
 DE9045;UTM  15      - 4,874,501.365   519,553.892   MT  0.99960470   +0 10 10.4
 DE9045
 DE9045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9045!SPC MN S     -   0.99994530  x   0.99995664  =   0.99990194
 DE9045!UTM  15      -   0.99994530  x   0.99960470  =   0.99955002
 DE9045
 DE9045                          SUPERSEDED SURVEY CONTROL
 DE9045
 DE9045  NAD 83(1996)-  44 01 24.25879(N)    092 45 21.63990(W) AD(       ) 1
 DE9045  ELLIP H (12/17/02)  348.941  (m)                       GP(       ) 4 1
 DE9045  NAVD 88 (12/17/02)  378.62   (m)         1242.2    (f) LEVELING    3  
 DE9045
 DE9045.Superseded values are not recommended for survey control.
 DE9045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9045.See file dsdata.txt to determine how the superseded data were derived.
 DE9045
 DE9045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1955374501(NAD 83)
 DE9045
 DE9045_MARKER: DB = BENCH MARK DISK
 DE9045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9045_STAMPING: 2002 G 1976
 DE9045_MARK LOGO: MNDT  
 DE9045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9045+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 DE9045
 DE9045  HISTORY     - Date     Condition        Report By
 DE9045  HISTORY     - 1976     MONUMENTED       MNDT
 DE9045  HISTORY     - 20000917 GOOD             MNDT
 DE9045
 DE9045                          STATION DESCRIPTION
 DE9045
 DE9045'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE9045'THE MARK WAS RECOVERED 0.4 MI (0.6 KM) WEST OF KASSON, 0.4 MI (0.6 KM)
 DE9045'WEST OF JCT OF TH 14 AND TH 57, AT TH 14 MP 197.3, 108.6 FT (33.1 M)
 DE9045'NORTH OF WB TH 14, 11.4 FT (3.5 M) SOUTH OF R/W POST, 1.4 FT (0.4 M)
 DE9045'SOUTH OF WIT POST, PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2807 ***********************************************************************
 AE2807  DESIGNATION -  2002 J
 AE2807  PID         -  AE2807
 AE2807  STATE/COUNTY-  MN/DODGE
 AE2807  COUNTRY     -  US
 AE2807  USGS QUAD   -  DODGE CENTER (1982)
 AE2807
 AE2807                         *CURRENT SURVEY CONTROL
 AE2807  ______________________________________________________________________
 AE2807* NAD 83(1986) POSITION- 44 01 53.     (N) 092 50 35.     (W)   SCALED    
 AE2807* NAVD 88 ORTHO HEIGHT -   388.121  (meters)    1273.36  (feet) ADJUSTED  
 AE2807  ______________________________________________________________________
 AE2807  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 AE2807  DYNAMIC HEIGHT  -        388.040 (meters)     1273.09  (feet) COMP
 AE2807  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 AE2807
 AE2807  VERT ORDER      -  SECOND    CLASS I
 AE2807
 AE2807.The horizontal coordinates were scaled from a topographic map and have
 AE2807.an estimated accuracy of +/- 6 seconds.
 AE2807.
 AE2807.The orthometric height was determined by differential leveling and
 AE2807.adjusted in December 1997.
 AE2807
 AE2807.The dynamic height is computed by dividing the NAVD 88
 AE2807.geopotential number by the normal gravity value computed on the
 AE2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2807.degrees latitude (g = 980.6199 gals.).
 AE2807
 AE2807.The modeled gravity was interpolated from observed gravity values.
 AE2807
 AE2807;                    North         East    Units  Estimated Accuracy
 AE2807;SPC MN S     -   215,260.      892,740.      MT  (+/- 180 meters Scaled)
 AE2807
 AE2807                          SUPERSEDED SURVEY CONTROL
 AE2807
 AE2807  NGVD 29 (12/11/97)  388.104  (m)         1273.30   (f) ADJUSTED    2 1
 AE2807
 AE2807.Superseded values are not recommended for survey control.
 AE2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2807.See file dsdata.txt to determine how the superseded data were derived.
 AE2807
 AE2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ125753(NAD 83)
 AE2807
 AE2807_MARKER: DV = VERTICAL CONTROL DISK
 AE2807_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2807_SP_SET: LIGHT BASE
 AE2807_STAMPING: 2002 J 1983
 AE2807_MARK LOGO: MNDT  
 AE2807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2807+STABILITY: SURFACE MOTION
 AE2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2807+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2807
 AE2807  HISTORY     - Date     Condition        Report By
 AE2807  HISTORY     - 1983     MONUMENTED       MNDT
 AE2807  HISTORY     - 20000917 GOOD             MNDT
 AE2807
 AE2807                          STATION DESCRIPTION
 AE2807
 AE2807'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2807'THE MARK IS LOCATED 0.7 MILE EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 AE2807'JUNCTION WITH TRUNK HIGHWAY 56 IN DODGE CENTER, IN THE NORTHEAST 1/4
 AE2807'OF SECTION 34, T107N, R17W, ON PROPERTY OWNED BY MCNEILUS PRODUCTS.
 AE2807'THE MARK IS 61.6 FEET NORTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF
 AE2807'HIGHWAY 14 AT MILEPOINT 192.65, 75.7 FEET EAST OF A POWER POLE, 57.9
 AE2807'FEET EAST-SOUTHEAST OF A FIRE HYDRANT, 106.7 FEET WEST-NORTHWEST OF A
 AE2807'POWER POLE, AND IS 9.4 FEET SOUTH OF A LIGHT STANDARD.  THE MARK, A
 AE2807'STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---2002
 AE2807'J 1983---, IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER
 AE2807'OF A CONCRETE LIGHT BASE.
 AE2807
 AE2807                          STATION RECOVERY (2000)
 AE2807
 AE2807'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2807'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE2807'THE MARK IS IN DODGE CENTER, IN SE COR OF LIGHT BASE, 0.7 MI (1.1 KM)
 AE2807'EAST OF JCT OF TH 14 AND TH 56 IN DODGE CENTER, AT TH 14 MP 192.65, 90
 AE2807'FT (27.4 M) EAST OF ENTRANCE TO MCNEILUS PRODUCTS, 61.6 FT (18.8 M)
 AE2807'NORTH OF TH 14, 21 FT (6.4 M) EAST OF FIRE HYDRANT, 9.4 FT (2.9 M)
 AE2807'SOUTH OF LIGHT STANDARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2806 ***********************************************************************
 AE2806  DESIGNATION -  2002 K
 AE2806  PID         -  AE2806
 AE2806  STATE/COUNTY-  MN/DODGE
 AE2806  COUNTRY     -  US
 AE2806  USGS QUAD   -  DODGE CENTER (1982)
 AE2806
 AE2806                         *CURRENT SURVEY CONTROL
 AE2806  ______________________________________________________________________
 AE2806* NAD 83(1986) POSITION- 44 01 49.     (N) 092 49 38.     (W)   SCALED    
 AE2806* NAVD 88 ORTHO HEIGHT -   391.955  (meters)    1285.94  (feet) ADJUSTED  
 AE2806  ______________________________________________________________________
 AE2806  GEOID HEIGHT    -        -29.50  (meters)                     GEOID09
 AE2806  DYNAMIC HEIGHT  -        391.873 (meters)     1285.67  (feet) COMP
 AE2806  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 AE2806
 AE2806  VERT ORDER      -  SECOND    CLASS I
 AE2806
 AE2806.The horizontal coordinates were scaled from a topographic map and have
 AE2806.an estimated accuracy of +/- 6 seconds.
 AE2806.
 AE2806.The orthometric height was determined by differential leveling and
 AE2806.adjusted in December 1997.
 AE2806
 AE2806.The dynamic height is computed by dividing the NAVD 88
 AE2806.geopotential number by the normal gravity value computed on the
 AE2806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2806.degrees latitude (g = 980.6199 gals.).
 AE2806
 AE2806.The modeled gravity was interpolated from observed gravity values.
 AE2806
 AE2806;                    North         East    Units  Estimated Accuracy
 AE2806;SPC MN S     -   215,150.      894,010.      MT  (+/- 180 meters Scaled)
 AE2806
 AE2806                          SUPERSEDED SURVEY CONTROL
 AE2806
 AE2806  NGVD 29 (12/11/97)  391.939  (m)         1285.89   (f) ADJUSTED    2 1
 AE2806
 AE2806.Superseded values are not recommended for survey control.
 AE2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2806.See file dsdata.txt to determine how the superseded data were derived.
 AE2806
 AE2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ138752(NAD 83)
 AE2806
 AE2806_MARKER: DD = SURVEY DISK
 AE2806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2806_STAMPING: 2002 K 1983
 AE2806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2806
 AE2806  HISTORY     - Date     Condition        Report By
 AE2806  HISTORY     - 1983     MONUMENTED       MNDT
 AE2806  HISTORY     - 20000917 MARK NOT FOUND   MNDT
 AE2806
 AE2806                          STATION DESCRIPTION
 AE2806
 AE2806'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2806'THE MARK IS LOCATED 1.6 MILES EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 AE2806'JUNCTION WITH TRUNK HIGHWAY 56 IN LONSDALE, NEAR THE CENTER OF SECTION
 AE2806'35, T107N, R17W, ON PROPERTY OWNED BY THE GUNDERSON LUMBER COMPANY.
 AE2806'THE MARK IS 131.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 AE2806'HIGHWAY 14 AT MILEPOINT 193.55, 125.3 FEET NORTHWEST OF A POWER POLE
 AE2806'WITH A TRANSFORMER, 91.2 FEET EAST OF A CHAIN LINK FENCE, 81.0 FEET
 AE2806'NORTH OF A CHAIN LINK FENCE, 9.0 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 AE2806'CORNER OF THE MAIN BUILDING, AND 1.9 FEET SOUTH OF A POLE OF A LEAN ON
 AE2806'THE MAIN BUILDING.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL
 AE2806'CONTROL MARK DISK STAMPED---2002 K 1983---, IS FASTENED TO THE TOP OF
 AE2806'A DRIVEN 5/8 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD, IS
 AE2806'FLUSH WITH THE GROUND, AND IS MAGNETIC.
 AE2806
 AE2806                          STATION RECOVERY (2000)
 AE2806
 AE2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2806'SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2805 ***********************************************************************
 AE2805  DESIGNATION -  2002 L
 AE2805  PID         -  AE2805
 AE2805  STATE/COUNTY-  MN/DODGE
 AE2805  COUNTRY     -  US
 AE2805  USGS QUAD   -  DODGE CENTER (1982)
 AE2805
 AE2805                         *CURRENT SURVEY CONTROL
 AE2805  ______________________________________________________________________
 AE2805* NAD 83(1986) POSITION- 44 01 50.     (N) 092 48 25.     (W)   SCALED    
 AE2805* NAVD 88 ORTHO HEIGHT -   395.411  (meters)    1297.28  (feet) ADJUSTED  
 AE2805  ______________________________________________________________________
 AE2805  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 AE2805  DYNAMIC HEIGHT  -        395.327 (meters)     1297.00  (feet) COMP
 AE2805  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 AE2805
 AE2805  VERT ORDER      -  SECOND    CLASS I
 AE2805
 AE2805.The horizontal coordinates were scaled from a topographic map and have
 AE2805.an estimated accuracy of +/- 6 seconds.
 AE2805.
 AE2805.The orthometric height was determined by differential leveling and
 AE2805.adjusted in December 1997.
 AE2805
 AE2805.The dynamic height is computed by dividing the NAVD 88
 AE2805.geopotential number by the normal gravity value computed on the
 AE2805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2805.degrees latitude (g = 980.6199 gals.).
 AE2805
 AE2805.The modeled gravity was interpolated from observed gravity values.
 AE2805
 AE2805;                    North         East    Units  Estimated Accuracy
 AE2805;SPC MN S     -   215,210.      895,630.      MT  (+/- 180 meters Scaled)
 AE2805
 AE2805                          SUPERSEDED SURVEY CONTROL
 AE2805
 AE2805  NGVD 29 (12/11/97)  395.396  (m)         1297.23   (f) ADJUSTED    2 1
 AE2805
 AE2805.Superseded values are not recommended for survey control.
 AE2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2805.See file dsdata.txt to determine how the superseded data were derived.
 AE2805
 AE2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ154752(NAD 83)
 AE2805
 AE2805_MARKER: DV = VERTICAL CONTROL DISK
 AE2805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2805_STAMPING: 2002 L 1983
 AE2805_MARK LOGO: MNDT  
 AE2805_PROJECTION: RECESSED 3 CENTIMETERS
 AE2805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2805+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2805_ROD/PIPE-DEPTH:  4.6 meters
 AE2805
 AE2805  HISTORY     - Date     Condition        Report By
 AE2805  HISTORY     - 1983     MONUMENTED       MNDT
 AE2805  HISTORY     - 20000917 GOOD             MNDT
 AE2805
 AE2805                          STATION DESCRIPTION
 AE2805
 AE2805'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2805'THE MARK IS LOCATED 2.6 MILES EAST ALONG TRUNK HIGHWAY 14 FROM ITS
 AE2805'JUNCTION WITH TRUNK HIGHWAY 56 IN DODGE CENTER, IN A HISTORIC SITE
 AE2805'AREA, NEAR THE CENTER OF SECTION 36, T107N, R17W.  THE MARK IS 98.3
 AE2805'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 14 AT
 AE2805'MILEPOINT 194.55, 94.4 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 AE2805'A HISTORICAL MARKER, 67.4 FEET NORTHWEST OF A POWER POLE, AND 2.5 FEET
 AE2805'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE2805'ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---2002 L 1983---, IS
 AE2805'FASTENED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 15 FOOT LONG
 AE2805'ALUMINUM ALLOY ROD, FLUSH WITH THE GROUND, AND IS MAGNETIC.
 AE2805
 AE2805                          STATION RECOVERY (2000)
 AE2805
 AE2805'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2805'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7906 ***********************************************************************
 DH7906  DESIGNATION -  2002 M
 DH7906  PID         -  DH7906
 DH7906  STATE/COUNTY-  MN/DODGE
 DH7906  COUNTRY     -  US
 DH7906  USGS QUAD   -  DODGE CENTER (1982)
 DH7906
 DH7906                         *CURRENT SURVEY CONTROL
 DH7906  ______________________________________________________________________
 DH7906* NAD 83(1986) POSITION- 44 01 23.4    (N) 092 50 27.5    (W)   HD_HELD2  
 DH7906* NAVD 88 ORTHO HEIGHT -   405.363  (meters)    1329.93  (feet) ADJUSTED  
 DH7906  ______________________________________________________________________
 DH7906  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 DH7906  DYNAMIC HEIGHT  -        405.279 (meters)     1329.65  (feet) COMP
 DH7906  MODELED GRAVITY -    980,399.0   (mgal)                       NAVD 88
 DH7906
 DH7906  VERT ORDER      -  SECOND    CLASS I
 DH7906
 DH7906.The horizontal coordinates were established by autonomous hand held GPS
 DH7906.observations and have an estimated accuracy of +/- 10 meters.
 DH7906.
 DH7906.The orthometric height was determined by differential leveling and
 DH7906.adjusted in March 2006.
 DH7906
 DH7906.Photographs are available for this station.
 DH7906
 DH7906.The dynamic height is computed by dividing the NAVD 88
 DH7906.geopotential number by the normal gravity value computed on the
 DH7906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7906.degrees latitude (g = 980.6199 gals.).
 DH7906
 DH7906.The modeled gravity was interpolated from observed gravity values.
 DH7906
 DH7906;                    North         East    Units  Estimated Accuracy
 DH7906;SPC MN S     -   214,345.      892,918.      MT  (+/- 10 meters HH2 GPS)
 DH7906
 DH7906                          SUPERSEDED SURVEY CONTROL
 DH7906
 DH7906.No superseded survey control is available for this station.
 DH7906
 DH7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1274474458(NAD 83)
 DH7906
 DH7906_MARKER: DD = SURVEY DISK
 DH7906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH7906_SP_SET: BRIDGE RAILING
 DH7906_STAMPING: 2002 M 2000
 DH7906_MARK LOGO: MNDT  
 DH7906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7906+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2006
 DH7906
 DH7906  HISTORY     - Date     Condition        Report By
 DH7906  HISTORY     - 1999     MONUMENTED       MNDT
 DH7906  HISTORY     - 20000920 GOOD             MNDT
 DH7906  HISTORY     - 20060825 GOOD             MNDT
 DH7906
 DH7906                          STATION DESCRIPTION
 DH7906
 DH7906'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DH7906'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DH7906'SE OF DODGE CENTER, IN ABUTMENT IN COR OF CO RD I BRIDGE NO 20013 OVER
 DH7906'TH 14, 1.0 MI (1.6 KM) NE ALONG TH 14 FROM JCT OF TH 14 AND TH 56 (1.0
 DH7906'MI SOUTH OF DODGE CENTER).  DISK WAS SET IN STRUCTURE WHEN BUILT IN
 DH7906'1999 THEN STAMPED WHEN DESCRIBED IN 2000.
 DH7906
 DH7906                          STATION RECOVERY (2006)
 DH7906
 DH7906'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH7906'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6810 ***********************************************************************
 DM6810  DESIGNATION -  2002 M 1
 DM6810  PID         -  DM6810
 DM6810  STATE/COUNTY-  MN/DODGE
 DM6810  COUNTRY     -  US
 DM6810  USGS QUAD   -  DODGE CENTER (1982)
 DM6810
 DM6810                         *CURRENT SURVEY CONTROL
 DM6810  ______________________________________________________________________
 DM6810* NAD 83(1986) POSITION- 44 01 34.     (N) 092 50 20.     (W)   SCALED    
 DM6810* NAVD 88 ORTHO HEIGHT -   396.206  (meters)    1299.89  (feet) ADJUSTED  
 DM6810  ______________________________________________________________________
 DM6810  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 DM6810  DYNAMIC HEIGHT  -        396.124 (meters)     1299.62  (feet) COMP
 DM6810  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 DM6810
 DM6810  VERT ORDER      -  SECOND    CLASS I
 DM6810
 DM6810.The horizontal coordinates were scaled from a topographic map and have
 DM6810.an estimated accuracy of +/- 6 seconds.
 DM6810.
 DM6810.The orthometric height was determined by differential leveling and
 DM6810.adjusted in June 2011.
 DM6810
 DM6810.No vertical observational check was made to the station.
 DM6810
 DM6810.The dynamic height is computed by dividing the NAVD 88
 DM6810.geopotential number by the normal gravity value computed on the
 DM6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6810.degrees latitude (g = 980.6199 gals.).
 DM6810
 DM6810.The modeled gravity was interpolated from observed gravity values.
 DM6810
 DM6810;                    North         East    Units  Estimated Accuracy
 DM6810;SPC MN S     -   214,670.      893,080.      MT  (+/- 180 meters Scaled)
 DM6810
 DM6810                          SUPERSEDED SURVEY CONTROL
 DM6810
 DM6810.No superseded survey control is available for this station.
 DM6810
 DM6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ129747(NAD 83)
 DM6810
 DM6810_MARKER: DD = SURVEY DISK
 DM6810_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6810_SP_SET: METAL POWER POLE
 DM6810_STAMPING: 2002 M 1 2006
 DM6810_MARK LOGO: MNDT  
 DM6810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6810+STABILITY: SURFACE MOTION
 DM6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6810+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM6810
 DM6810  HISTORY     - Date     Condition        Report By
 DM6810  HISTORY     - 2006     MONUMENTED       MNDT
 DM6810
 DM6810                          STATION DESCRIPTION
 DM6810
 DM6810'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM6810'THE MARK IS IN DODGE CENTER, IN CONCRETE BASE NORTH OF METAL POWER
 DM6810'POLE NUMBER 133 2764 FTK.
 DM6810' 
 DM6810'TO REACH THE MARK GO 0.25 MI (0.4 KM) SOUTH ALONG COUNTY ROAD 25 FROM
 DM6810'THE JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 34 IN DODGE CENTER.
 DM6810' 
 DM6810'IT IS 164.5 FT (50.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 DM6810'MAINTENANCE BUILDING, 38.7 FT (11.8 M) EAST OF COUNTY ROAD 25, 28.8 FT
 DM6810'(8.8 M) SOUTH OF FIRE HYDRANT TOP NUT, 27.1 FT (8.3 M) NORTH OF NORTH
 DM6810'RAIL OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9046 ***********************************************************************
 DE9046  DESIGNATION -  2002 N
 DE9046  PID         -  DE9046
 DE9046  STATE/COUNTY-  MN/DODGE
 DE9046  COUNTRY     -  US
 DE9046  USGS QUAD   -  DODGE CENTER (1982)
 DE9046
 DE9046                         *CURRENT SURVEY CONTROL
 DE9046  ______________________________________________________________________
 DE9046* NAD 83(2007) POSITION- 44 01 30.66853(N) 092 49 07.92565(W)   ADJUSTED  
 DE9046* NAD 83(2007) ELLIP HT-   364.966 (meters)        (02/10/07)   ADJUSTED
 DE9046* NAD 83(2007) EPOCH   -  2002.00
 DE9046* NAVD 88 ORTHO HEIGHT -   394.489  (meters)    1294.25  (feet) ADJUSTED  
 DE9046  ______________________________________________________________________
 DE9046  NAD 83(2007) X  -   -225,916.775 (meters)                     COMP
 DE9046  NAD 83(2007) Y  - -4,588,235.864 (meters)                     COMP
 DE9046  NAD 83(2007) Z  -  4,410,357.861 (meters)                     COMP
 DE9046  LAPLACE CORR    -         -8.83  (seconds)                    DEFLEC09
 DE9046  GEOID HEIGHT    -        -29.53  (meters)                     GEOID09
 DE9046  DYNAMIC HEIGHT  -        394.406 (meters)     1293.98  (feet) COMP
 DE9046  MODELED GRAVITY -    980,396.0   (mgal)                       NAVD 88
 DE9046
 DE9046  VERT ORDER      -  SECOND    CLASS I
 DE9046
 DE9046  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9046  Type                                         Horiz  Ellip  Dist(km)
 DE9046  -------------------------------------------------------------------
 DE9046  NETWORK                                       1.20   0.67
 DE9046  -------------------------------------------------------------------
 DE9046  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.14   0.47      2.91
 DE9046  -------------------------------------------------------------------
 DE9046  NOTE: Click here for information on individual local accuracy
 DE9046  values and other accuracy information.
 DE9046
 DE9046
 DE9046.The horizontal coordinates were established by GPS observations
 DE9046.and adjusted by the National Geodetic Survey in February 2007.
 DE9046
 DE9046.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9046.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9046
 DE9046.The horizontal coordinates are valid at the epoch date displayed above
 DE9046.which is a decimal equivalence of Year/Month/Day.
 DE9046
 DE9046.The orthometric height was determined by differential leveling and
 DE9046.adjusted in March 2006.
 DE9046
 DE9046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9046
 DE9046.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9046
 DE9046.The ellipsoidal height was determined by GPS observations
 DE9046.and is referenced to NAD 83.
 DE9046
 DE9046.The dynamic height is computed by dividing the NAVD 88
 DE9046.geopotential number by the normal gravity value computed on the
 DE9046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9046.degrees latitude (g = 980.6199 gals.).
 DE9046
 DE9046.The modeled gravity was interpolated from observed gravity values.
 DE9046
 DE9046. The following values were computed from the NAD 83(2007) position.
 DE9046
 DE9046;                    North         East     Units Scale Factor Converg.
 DE9046;SPC MN S     -   214,594.446   894,686.574   MT  0.99995638   +0 49 40.4
 DE9046;SPC MN S     -   704,048.61  2,935,317.53   sFT  0.99995638   +0 49 40.4
 DE9046;UTM  15      - 4,874,686.114   514,515.934   MT  0.99960259   +0 07 33.2
 DE9046
 DE9046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9046!SPC MN S     -   0.99994277  x   0.99995638  =   0.99989916
 DE9046!UTM  15      -   0.99994277  x   0.99960259  =   0.99954539
 DE9046
 DE9046:                Primary Azimuth Mark                     Grid Az
 DE9046:SPC MN S     -  LAFRENZ                                  179 09 32.6
 DE9046:UTM  15      -  LAFRENZ                                  179 51 39.8
 DE9046
 DE9046|---------------------------------------------------------------------|
 DE9046| PID    Reference Object                     Distance      Geod. Az  |
 DE9046|                                                           dddmmss.s |
 DE9046| DE9078 LAFRENZ                             490.017 METERS 1795913.0 |
 DE9046|---------------------------------------------------------------------|
 DE9046
 DE9046                          SUPERSEDED SURVEY CONTROL
 DE9046
 DE9046  NAD 83(1996)-  44 01 30.66792(N)    092 49 07.92500(W) AD(       ) 1
 DE9046  ELLIP H (12/17/02)  365.029  (m)                       GP(       ) 4 1
 DE9046  NAVD 88 (12/17/02)  394.49   (m)         1294.3    (f) LEVELING    3  
 DE9046
 DE9046.Superseded values are not recommended for survey control.
 DE9046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9046.See file dsdata.txt to determine how the superseded data were derived.
 DE9046
 DE9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1451574686(NAD 83)
 DE9046
 DE9046_MARKER: DD = SURVEY DISK
 DE9046_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9046_STAMPING: 2002 N 2000
 DE9046_MARK LOGO: MNDT  
 DE9046_PROJECTION: RECESSED 3 CENTIMETERS
 DE9046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9046+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9046_ROD/PIPE-DEPTH:  9.1 meters
 DE9046
 DE9046  HISTORY     - Date     Condition        Report By
 DE9046  HISTORY     - 2000     MONUMENTED       MNDT
 DE9046
 DE9046                          STATION DESCRIPTION
 DE9046
 DE9046'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9046'2 MI (3.2 KM) ESE OF DODGE CENTER, 2.1 MI (3.4 KM) ENE ALONG TH 14
 DE9046'FROM JCT OF TH 56, 130 FT (39.6 M) SOUTH OF EB TH 14, 6.2 FT (1.9 M)
 DE9046'SOUTH OF P-POLE, 29 FT (8.8 M) EAST OF TWP RD 139, 67.0 FT (20.4 M) SE
 DE9046'OF CABLE PEDESTAL, 2.5 FT (0.8 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9047 ***********************************************************************
 DE9047  DESIGNATION -  2002 P
 DE9047  PID         -  DE9047
 DE9047  STATE/COUNTY-  MN/DODGE
 DE9047  COUNTRY     -  US
 DE9047  USGS QUAD   -  DODGE CENTER (1982)
 DE9047
 DE9047                         *CURRENT SURVEY CONTROL
 DE9047  ______________________________________________________________________
 DE9047* NAD 83(2007) POSITION- 44 01 34.05428(N) 092 47 54.98326(W)   ADJUSTED  
 DE9047* NAD 83(2007) ELLIP HT-   365.010 (meters)        (02/10/07)   ADJUSTED
 DE9047* NAD 83(2007) EPOCH   -  2002.00
 DE9047* NAVD 88 ORTHO HEIGHT -   394.605  (meters)    1294.63  (feet) ADJUSTED  
 DE9047  ______________________________________________________________________
 DE9047  NAD 83(2007) X  -   -224,290.657 (meters)                     COMP
 DE9047  NAD 83(2007) Y  - -4,588,242.958 (meters)                     COMP
 DE9047  NAD 83(2007) Z  -  4,410,433.034 (meters)                     COMP
 DE9047  LAPLACE CORR    -         -8.61  (seconds)                    DEFLEC09
 DE9047  GEOID HEIGHT    -        -29.60  (meters)                     GEOID09
 DE9047  DYNAMIC HEIGHT  -        394.521 (meters)     1294.36  (feet) COMP
 DE9047  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 DE9047
 DE9047  VERT ORDER      -  SECOND    CLASS I
 DE9047
 DE9047  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9047  Type                                         Horiz  Ellip  Dist(km)
 DE9047  -------------------------------------------------------------------
 DE9047  NETWORK                                       1.31   0.71
 DE9047  -------------------------------------------------------------------
 DE9047  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.10   0.47      1.73
 DE9047  -------------------------------------------------------------------
 DE9047  NOTE: Click here for information on individual local accuracy
 DE9047  values and other accuracy information.
 DE9047
 DE9047
 DE9047.The horizontal coordinates were established by GPS observations
 DE9047.and adjusted by the National Geodetic Survey in February 2007.
 DE9047
 DE9047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9047.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9047
 DE9047.The horizontal coordinates are valid at the epoch date displayed above
 DE9047.which is a decimal equivalence of Year/Month/Day.
 DE9047
 DE9047.The orthometric height was determined by differential leveling and
 DE9047.adjusted in March 2006.
 DE9047
 DE9047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9047
 DE9047.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9047
 DE9047.The ellipsoidal height was determined by GPS observations
 DE9047.and is referenced to NAD 83.
 DE9047
 DE9047.The dynamic height is computed by dividing the NAVD 88
 DE9047.geopotential number by the normal gravity value computed on the
 DE9047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9047.degrees latitude (g = 980.6199 gals.).
 DE9047
 DE9047.The modeled gravity was interpolated from observed gravity values.
 DE9047
 DE9047. The following values were computed from the NAD 83(2007) position.
 DE9047
 DE9047;                    North         East     Units Scale Factor Converg.
 DE9047;SPC MN S     -   214,722.602   896,309.227   MT  0.99995624   +0 50 31.5
 DE9047;SPC MN S     -   704,469.07  2,940,641.19   sFT  0.99995624   +0 50 31.5
 DE9047;UTM  15      - 4,874,794.339   516,139.462   MT  0.99960320   +0 08 23.9
 DE9047
 DE9047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9047!SPC MN S     -   0.99994277  x   0.99995624  =   0.99989901
 DE9047!UTM  15      -   0.99994277  x   0.99960320  =   0.99954599
 DE9047
 DE9047                          SUPERSEDED SURVEY CONTROL
 DE9047
 DE9047  NAD 83(1996)-  44 01 34.05373(N)    092 47 54.98263(W) AD(       ) 1
 DE9047  ELLIP H (12/17/02)  365.075  (m)                       GP(       ) 4 1
 DE9047  NAVD 88 (12/17/02)  394.61   (m)         1294.6    (f) LEVELING    3  
 DE9047
 DE9047.Superseded values are not recommended for survey control.
 DE9047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9047.See file dsdata.txt to determine how the superseded data were derived.
 DE9047
 DE9047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1613974794(NAD 83)
 DE9047
 DE9047_MARKER: DD = SURVEY DISK
 DE9047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9047_STAMPING: 2002 P 2000
 DE9047_MARK LOGO: MNDT  
 DE9047_PROJECTION: RECESSED 3 CENTIMETERS
 DE9047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9047+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DE9047_ROD/PIPE-DEPTH:  6.1 meters
 DE9047
 DE9047  HISTORY     - Date     Condition        Report By
 DE9047  HISTORY     - 2000     MONUMENTED       MNDT
 DE9047
 DE9047                          STATION DESCRIPTION
 DE9047
 DE9047'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9047'3 MI (4.8 KM) EAST OF DODGE CENTER, 3.15 MI (5.07 KM) EAST ALONG TH 14
 DE9047'FROM JCT OF TH 56, 94.0 FT (28.7 M) NORTH OF WB TH 14, 54.4 FT (16.6
 DE9047'M) SOUTH OF SOUTH RR RAIL, 60.5 FT (18.4 M) EAST OF CO RD 9, 5.4 FT
 DE9047'(1.6 M) SSW OF R/W POST, 9.1 FT (2.8 M) ESE OF P-POLE, 2.6 FT (0.8 M)
 DE9047'SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6969 ***********************************************************************
 DK6969  DESIGNATION -  2003 A
 DK6969  PID         -  DK6969
 DK6969  STATE/COUNTY-  MN/DODGE
 DK6969  COUNTRY     -  US
 DK6969  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 DK6969
 DK6969                         *CURRENT SURVEY CONTROL
 DK6969  ______________________________________________________________________
 DK6969* NAD 83(1986) POSITION- 43 52 12.3    (N) 093 02 43.4    (W)   HD_HELD2  
 DK6969* NAVD 88 ORTHO HEIGHT -   391.909  (meters)    1285.79  (feet) ADJUSTED  
 DK6969  ______________________________________________________________________
 DK6969  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DK6969  DYNAMIC HEIGHT  -        391.839 (meters)     1285.56  (feet) COMP
 DK6969  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 DK6969
 DK6969  VERT ORDER      -  SECOND    CLASS I
 DK6969
 DK6969.The horizontal coordinates were established by autonomous hand held GPS
 DK6969.observations and have an estimated accuracy of +/- 10 meters.
 DK6969.
 DK6969.The orthometric height was determined by differential leveling and
 DK6969.adjusted in February 2009.
 DK6969
 DK6969.The dynamic height is computed by dividing the NAVD 88
 DK6969.geopotential number by the normal gravity value computed on the
 DK6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6969.degrees latitude (g = 980.6199 gals.).
 DK6969
 DK6969.The modeled gravity was interpolated from observed gravity values.
 DK6969
 DK6969;                    North         East    Units  Estimated Accuracy
 DK6969;SPC MN S     -   197,125.      876,729.      MT  (+/- 10 meters HH2 GPS)
 DK6969
 DK6969                          SUPERSEDED SURVEY CONTROL
 DK6969
 DK6969.No superseded survey control is available for this station.
 DK6969
 DK6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9635357444(NAD 83)
 DK6969
 DK6969_MARKER: DD = SURVEY DISK
 DK6969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6969_STAMPING: 2003 A 2005
 DK6969_MARK LOGO: MNDT  
 DK6969_PROJECTION: RECESSED 8 CENTIMETERS
 DK6969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6969+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6969_ROD/PIPE-DEPTH: 10.7 meters
 DK6969
 DK6969  HISTORY     - Date     Condition        Report By
 DK6969  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6969
 DK6969                          STATION DESCRIPTION
 DK6969
 DK6969'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6969'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST-NORTHWEST OF WALTHAM,
 DK6969'5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF BIXBY AND 0.4 MI (0.6 KM) NORTHEAST
 DK6969'OF BLOOMING PRAIRIE.
 DK6969' 
 DK6969'FROM SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DK6969'BLOOMING PRAIRIE GO 0.3 MI (0.5 KM) EAST ALONG TRUNK HIGHWAY 30 TO
 DK6969'MILE POINT 191.50.
 DK6969' 
 DK6969'THE MARK IS 74.2 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 30, 30.8 FT (9.4
 DK6969'M) WEST OF THE NORTHWEST CORNER OF A CHAIN LINK FENCE, 1.2 FT (0.4 M)
 DK6969'NORTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6969'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6969'WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7067 ***********************************************************************
 DK7067  DESIGNATION -  2003 B
 DK7067  PID         -  DK7067
 DK7067  STATE/COUNTY-  MN/DODGE
 DK7067  COUNTRY     -  US
 DK7067  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 DK7067
 DK7067                         *CURRENT SURVEY CONTROL
 DK7067  ______________________________________________________________________
 DK7067* NAD 83(1986) POSITION- 43 52 13.8    (N) 093 01 32.9    (W)   HD_HELD2  
 DK7067* NAVD 88 ORTHO HEIGHT -   388.849  (meters)    1275.75  (feet) ADJUSTED  
 DK7067  ______________________________________________________________________
 DK7067  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 DK7067  DYNAMIC HEIGHT  -        388.779 (meters)     1275.52  (feet) COMP
 DK7067  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DK7067
 DK7067  VERT ORDER      -  SECOND    CLASS I
 DK7067
 DK7067.The horizontal coordinates were established by autonomous hand held GPS
 DK7067.observations and have an estimated accuracy of +/- 10 meters.
 DK7067.
 DK7067.The orthometric height was determined by differential leveling and
 DK7067.adjusted in February 2009.
 DK7067
 DK7067.The dynamic height is computed by dividing the NAVD 88
 DK7067.geopotential number by the normal gravity value computed on the
 DK7067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7067.degrees latitude (g = 980.6199 gals.).
 DK7067
 DK7067.The modeled gravity was interpolated from observed gravity values.
 DK7067
 DK7067;                    North         East    Units  Estimated Accuracy
 DK7067;SPC MN S     -   197,190.      878,303.      MT  (+/- 10 meters HH2 GPS)
 DK7067
 DK7067                          SUPERSEDED SURVEY CONTROL
 DK7067
 DK7067.No superseded survey control is available for this station.
 DK7067
 DK7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9792657490(NAD 83)
 DK7067
 DK7067_MARKER: DV = VERTICAL CONTROL DISK
 DK7067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7067+WITH SETTING: INFORMATION.
 DK7067_STAMPING: 2003 B FEB 1981
 DK7067_MARK LOGO: MNDT  
 DK7067_PROJECTION: FLUSH
 DK7067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7067+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7067_ROD/PIPE-DEPTH:  3.0 meters
 DK7067
 DK7067  HISTORY     - Date     Condition        Report By
 DK7067  HISTORY     - 1981     MONUMENTED       MNDT
 DK7067  HISTORY     - 20051215 GOOD             MNDT
 DK7067
 DK7067                          STATION DESCRIPTION
 DK7067
 DK7067'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7067'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF WALTHAM,
 DK7067'6.2 MI (10.0 KM) SOUTHEAST OF BIXBY AND 1.3 MI (2.1 KM) EAST OF
 DK7067'BLOOMING PRAIRIE.
 DK7067' 
 DK7067'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 218 AND TRUNK HIGHWAY 30 MILE
 DK7067'POINT 192.75 IN BLOOMING PRAIRIE, GO 1.30 MI (2.1 KM) EAST ALONG TRUNK
 DK7067'HIGHWAY 30 TO THE MARK.
 DK7067' 
 DK7067'THE MARK IS 126 FT (38.4 M) WEST OF 110 AVENUE, 75 FT (22.9 M) NORTH
 DK7067'OF TRUNK HIGHWAY 30, 14 FT (4.3 M) EAST-SOUTHEAST OF THE RIGHT-OF-WAY
 DK7067'POST AND 0.7 FT (0.2 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7048 ***********************************************************************
 DK7048  DESIGNATION -  2003 C
 DK7048  PID         -  DK7048
 DK7048  STATE/COUNTY-  MN/DODGE
 DK7048  COUNTRY     -  US
 DK7048  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 DK7048
 DK7048                         *CURRENT SURVEY CONTROL
 DK7048  ______________________________________________________________________
 DK7048* NAD 83(1986) POSITION- 43 52 13.0    (N) 093 00 52.9    (W)   HD_HELD2  
 DK7048* NAVD 88 ORTHO HEIGHT -   381.356  (meters)    1251.17  (feet) ADJUSTED  
 DK7048  ______________________________________________________________________
 DK7048  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 DK7048  DYNAMIC HEIGHT  -        381.286 (meters)     1250.94  (feet) COMP
 DK7048  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DK7048
 DK7048  VERT ORDER      -  SECOND    CLASS I
 DK7048
 DK7048.The horizontal coordinates were established by autonomous hand held GPS
 DK7048.observations and have an estimated accuracy of +/- 10 meters.
 DK7048.
 DK7048.The orthometric height was determined by differential leveling and
 DK7048.adjusted in February 2009.
 DK7048
 DK7048.The dynamic height is computed by dividing the NAVD 88
 DK7048.geopotential number by the normal gravity value computed on the
 DK7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7048.degrees latitude (g = 980.6199 gals.).
 DK7048
 DK7048.The modeled gravity was interpolated from observed gravity values.
 DK7048
 DK7048;                    North         East    Units  Estimated Accuracy
 DK7048;SPC MN S     -   197,176.      879,196.      MT  (+/- 10 meters HH2 GPS)
 DK7048
 DK7048                          SUPERSEDED SURVEY CONTROL
 DK7048
 DK7048.No superseded survey control is available for this station.
 DK7048
 DK7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9881957465(NAD 83)
 DK7048
 DK7048_MARKER: DB = BENCH MARK DISK
 DK7048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7048_SP_SET: BOX CULVERT
 DK7048_STAMPING: 2003 C 1981
 DK7048_MARK LOGO: MNDT  
 DK7048_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7048+STABILITY: SURFACE MOTION
 DK7048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7048+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7048
 DK7048  HISTORY     - Date     Condition        Report By
 DK7048  HISTORY     - 1981     MONUMENTED       MNDT
 DK7048  HISTORY     - 20051215 GOOD             MNDT
 DK7048
 DK7048                          STATION DESCRIPTION
 DK7048
 DK7048'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7048'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF WALTHAM,
 DK7048'6.6 MI (10.6 KM) SOUTHEAST OF BIXBY AND 1.8 MI (2.9 KM) EAST OF
 DK7048'BLOOMING PRAIRIE.
 DK7048' 
 DK7048'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 218 AND TRUNK HIGHWAY 30 GO
 DK7048'1.85 MI (3.0 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 193.50
 DK7048'WHERE THE WEST FORK OF THE CEDAR RIVER IS SPANNED BY BRIDGE NUMBER
 DK7048'8651.
 DK7048' 
 DK7048'THE MARK IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHWEST
 DK7048'CORNER OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6970 ***********************************************************************
 DK6970  DESIGNATION -  2003 D
 DK6970  PID         -  DK6970
 DK6970  STATE/COUNTY-  MN/DODGE
 DK6970  COUNTRY     -  US
 DK6970  USGS QUAD   -  BIXBY (1967)
 DK6970
 DK6970                         *CURRENT SURVEY CONTROL
 DK6970  ______________________________________________________________________
 DK6970* NAD 83(1986) POSITION- 43 52 39.1    (N) 093 00 19.7    (W)   HD_HELD2  
 DK6970* NAVD 88 ORTHO HEIGHT -   382.729  (meters)    1255.67  (feet) ADJUSTED  
 DK6970  ______________________________________________________________________
 DK6970  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 DK6970  DYNAMIC HEIGHT  -        382.658 (meters)     1255.44  (feet) COMP
 DK6970  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 DK6970
 DK6970  VERT ORDER      -  SECOND    CLASS I
 DK6970
 DK6970.The horizontal coordinates were established by autonomous hand held GPS
 DK6970.observations and have an estimated accuracy of +/- 10 meters.
 DK6970.
 DK6970.The orthometric height was determined by differential leveling and
 DK6970.adjusted in February 2009.
 DK6970
 DK6970.The dynamic height is computed by dividing the NAVD 88
 DK6970.geopotential number by the normal gravity value computed on the
 DK6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6970.degrees latitude (g = 980.6199 gals.).
 DK6970
 DK6970.The modeled gravity was interpolated from observed gravity values.
 DK6970
 DK6970;                    North         East    Units  Estimated Accuracy
 DK6970;SPC MN S     -   197,991.      879,928.      MT  (+/- 10 meters HH2 GPS)
 DK6970
 DK6970                          SUPERSEDED SURVEY CONTROL
 DK6970
 DK6970.No superseded survey control is available for this station.
 DK6970
 DK6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9956058270(NAD 83)
 DK6970
 DK6970_MARKER: DD = SURVEY DISK
 DK6970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6970_STAMPING: 2003 D 2005
 DK6970_MARK LOGO: MNDT  
 DK6970_PROJECTION: FLUSH
 DK6970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6970+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6970_ROD/PIPE-DEPTH: 13.7 meters
 DK6970
 DK6970  HISTORY     - Date     Condition        Report By
 DK6970  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6970
 DK6970                          STATION DESCRIPTION
 DK6970
 DK6970'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6970'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF WALTHAM,
 DK6970'6.5 MI (10.5 KM) SOUTHEAST OF BIXBY AND 2.4 MI (3.9 KM) EAST-NORTHEAST
 DK6970'OF BLOOMING PRAIRIE.
 DK6970' 
 DK6970'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DK6970'BLOOMING PRAIRIE GO 2.70 MI (4.3 KM) EAST AND NORTH ALONG TRUNK
 DK6970'HIGHWAY 30 TO MILE POINT 194.25.
 DK6970' 
 DK6970'THE MARK IS 67.5 FT (20.6 M) WEST OF TRUNK HIGHWAY 30, 18.8 FT (5.7 M)
 DK6970'NORTH OF DRIVEWAY NUMBER 74001, 1.0 MI (1.6 KM) SOUTH OF ITS WITNESS
 DK6970'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6970'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7066 ***********************************************************************
 DK7066  DESIGNATION -  2003 E
 DK7066  PID         -  DK7066
 DK7066  STATE/COUNTY-  MN/DODGE
 DK7066  COUNTRY     -  US
 DK7066  USGS QUAD   -  BIXBY (1967)
 DK7066
 DK7066                         *CURRENT SURVEY CONTROL
 DK7066  ______________________________________________________________________
 DK7066* NAD 83(1986) POSITION- 43 53 30.6    (N) 093 00 16.0    (W)   HD_HELD2  
 DK7066* NAVD 88 ORTHO HEIGHT -   389.633  (meters)    1278.32  (feet) ADJUSTED  
 DK7066  ______________________________________________________________________
 DK7066  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 DK7066  DYNAMIC HEIGHT  -        389.561 (meters)     1278.08  (feet) COMP
 DK7066  MODELED GRAVITY -    980,422.3   (mgal)                       NAVD 88
 DK7066
 DK7066  VERT ORDER      -  SECOND    CLASS I
 DK7066
 DK7066.The horizontal coordinates were established by autonomous hand held GPS
 DK7066.observations and have an estimated accuracy of +/- 10 meters.
 DK7066.
 DK7066.The orthometric height was determined by differential leveling and
 DK7066.adjusted in February 2009.
 DK7066
 DK7066.The dynamic height is computed by dividing the NAVD 88
 DK7066.geopotential number by the normal gravity value computed on the
 DK7066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7066.degrees latitude (g = 980.6199 gals.).
 DK7066
 DK7066.The modeled gravity was interpolated from observed gravity values.
 DK7066
 DK7066;                    North         East    Units  Estimated Accuracy
 DK7066;SPC MN S     -   199,581.      879,991.      MT  (+/- 10 meters HH2 GPS)
 DK7066
 DK7066                          SUPERSEDED SURVEY CONTROL
 DK7066
 DK7066.No superseded survey control is available for this station.
 DK7066
 DK7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9964359859(NAD 83)
 DK7066
 DK7066_MARKER: DV = VERTICAL CONTROL DISK
 DK7066_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7066+WITH SETTING: INFORMATION.
 DK7066_STAMPING: 2003 E FEB 1981
 DK7066_MARK LOGO: MNDT  
 DK7066_PROJECTION: FLUSH
 DK7066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7066+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7066_ROD/PIPE-DEPTH:  3.0 meters
 DK7066
 DK7066  HISTORY     - Date     Condition        Report By
 DK7066  HISTORY     - 1981     MONUMENTED       MNDT
 DK7066  HISTORY     - 20051215 GOOD             MNDT
 DK7066
 DK7066                          STATION DESCRIPTION
 DK7066
 DK7066'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7066'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF HAYFIELD, 5.9 MI
 DK7066'(9.5 KM) SOUTHEAST OF BIXBY AND 2.9 MI (4.7 KM) NORTHEAST OF BLOOMING
 DK7066'PRAIRIE.
 DK7066' 
 DK7066'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 218 IN
 DK7066'BLOOMING PRAIRIE GO 3.80 MI (6.1 KM) EAST AND NORTH ALONG TRUNK
 DK7066'HIGHWAY 30 TO MILE POINT 195.25.
 DK7066' 
 DK7066'THE MARK IS 75 FT (22.9 M) NORTHWEST OF TRUNK HIGHWAY 30, 2.0 FT (0.6
 DK7066'M) SOUTHWEST OF THE RIGHT-OF-WAY POST, 0.5 FT (0.2 M) SOUTHEAST OF ITS
 DK7066'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7049 ***********************************************************************
 DK7049  DESIGNATION -  2003 F
 DK7049  PID         -  DK7049
 DK7049  STATE/COUNTY-  MN/DODGE
 DK7049  COUNTRY     -  US
 DK7049  USGS QUAD   -  HAYFIELD NW (1966)
 DK7049
 DK7049                         *CURRENT SURVEY CONTROL
 DK7049  ______________________________________________________________________
 DK7049* NAD 83(1986) POSITION- 43 53 31.     (N) 092 59 24.     (W)   SCALED    
 DK7049* NAVD 88 ORTHO HEIGHT -   383.479  (meters)    1258.13  (feet) ADJUSTED  
 DK7049  ______________________________________________________________________
 DK7049  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DK7049  DYNAMIC HEIGHT  -        383.407 (meters)     1257.89  (feet) COMP
 DK7049  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DK7049
 DK7049  VERT ORDER      -  SECOND    CLASS I
 DK7049
 DK7049.The horizontal coordinates were scaled from a topographic map and have
 DK7049.an estimated accuracy of +/- 6 seconds.
 DK7049.
 DK7049.The orthometric height was determined by differential leveling and
 DK7049.adjusted in February 2009.
 DK7049
 DK7049.The dynamic height is computed by dividing the NAVD 88
 DK7049.geopotential number by the normal gravity value computed on the
 DK7049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7049.degrees latitude (g = 980.6199 gals.).
 DK7049
 DK7049.The modeled gravity was interpolated from observed gravity values.
 DK7049
 DK7049;                    North         East    Units  Estimated Accuracy
 DK7049;SPC MN S     -   199,610.      881,150.      MT  (+/- 180 meters Scaled)
 DK7049
 DK7049                          SUPERSEDED SURVEY CONTROL
 DK7049
 DK7049.No superseded survey control is available for this station.
 DK7049
 DK7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ008598(NAD 83)
 DK7049
 DK7049_MARKER: DB = BENCH MARK DISK
 DK7049_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7049_SP_SET: BOX CULVERT HEADWALL
 DK7049_STAMPING: 2003 F 1981
 DK7049_MARK LOGO: MNDT  
 DK7049_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7049+STABILITY: SURFACE MOTION
 DK7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7049+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7049
 DK7049  HISTORY     - Date     Condition        Report By
 DK7049  HISTORY     - 1981     MONUMENTED       MNDT
 DK7049  HISTORY     - 20051215 GOOD             MNDT
 DK7049
 DK7049                          STATION DESCRIPTION
 DK7049
 DK7049'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7049'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF HAYFIELD, 6.5 MI
 DK7049'(10.5 KM) SOUTHEAST OF BIXBY AND 3.5 MI (5.6 KM) EAST-NORTHEAST OF
 DK7049'BLOOMING PRAIRIE.
 DK7049' 
 DK7049'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 218 AND TRUNK HIGHWAY 30 IN
 DK7049'BLOOMING PRAIRIE GO 4.5 MI (7.2 KM) EAST AND NORTH ALONG TRUNK HIGHWAY
 DK7049'30 TO MILE POINT 195.90.
 DK7049' 
 DK7049'THE MARK IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHWEST
 DK7049'CORNER HEADWALL OF A TRUNK HIGHWAY 30 BOX CULVERT OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7059 ***********************************************************************
 DK7059  DESIGNATION -  2003 G
 DK7059  PID         -  DK7059
 DK7059  STATE/COUNTY-  MN/DODGE
 DK7059  COUNTRY     -  US
 DK7059  USGS QUAD   -  HAYFIELD NW (1966)
 DK7059
 DK7059                         *CURRENT SURVEY CONTROL
 DK7059  ______________________________________________________________________
 DK7059* NAD 83(1986) POSITION- 43 53 31.9    (N) 092 58 30.7    (W)   HD_HELD2  
 DK7059* NAVD 88 ORTHO HEIGHT -   389.607  (meters)    1278.24  (feet) ADJUSTED  
 DK7059  ______________________________________________________________________
 DK7059  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 DK7059  DYNAMIC HEIGHT  -        389.532 (meters)     1277.99  (feet) COMP
 DK7059  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 DK7059
 DK7059  VERT ORDER      -  SECOND    CLASS I
 DK7059
 DK7059.The horizontal coordinates were established by autonomous hand held GPS
 DK7059.observations and have an estimated accuracy of +/- 10 meters.
 DK7059.
 DK7059.The orthometric height was determined by differential leveling and
 DK7059.adjusted in February 2009.
 DK7059
 DK7059.The dynamic height is computed by dividing the NAVD 88
 DK7059.geopotential number by the normal gravity value computed on the
 DK7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7059.degrees latitude (g = 980.6199 gals.).
 DK7059
 DK7059.The modeled gravity was interpolated from observed gravity values.
 DK7059
 DK7059;                    North         East    Units  Estimated Accuracy
 DK7059;SPC MN S     -   199,650.      882,340.      MT  (+/- 10 meters HH2 GPS)
 DK7059
 DK7059                          SUPERSEDED SURVEY CONTROL
 DK7059
 DK7059.No superseded survey control is available for this station.
 DK7059
 DK7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0199259899(NAD 83)
 DK7059
 DK7059_MARKER: DV = VERTICAL CONTROL DISK
 DK7059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7059_STAMPING: 2003 G FEB 1981
 DK7059_MARK LOGO: MNDT  
 DK7059_PROJECTION: RECESSED 3 CENTIMETERS
 DK7059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7059+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7059_ROD/PIPE-DEPTH:  3.0 meters
 DK7059
 DK7059  HISTORY     - Date     Condition        Report By
 DK7059  HISTORY     - 1981     MONUMENTED       MNDT
 DK7059  HISTORY     - 20051215 GOOD             MNDT
 DK7059
 DK7059                          STATION DESCRIPTION
 DK7059
 DK7059'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7059'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHWEST OF WALTHAM, 5.80
 DK7059'MI (9.3 KM) WEST OF HAYFIELD AND 4.2 MI (6.8 KM) EAST-NORTHEAST OF
 DK7059'BLOOMING PRAIRIE.
 DK7059' 
 DK7059'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN HAYFIELD
 DK7059'GO 5.80 MI (9.3 KM) WEST ALONG TRUNK HIGHWAY 30 TO MILE POINT 196.75.
 DK7059'THE MARK IS 75.5 FT (23.0 M) NORTH OF TRUNK HIGHWAY 30, 21.3 FT (6.5
 DK7059'M) WEST OF A POWER POLE, 3.0 FT (0.9 M) EAST OF A RIGHT-OF-WAY POST
 DK7059'AND 0.5 FT (0.2 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7060 ***********************************************************************
 DK7060  DESIGNATION -  2003 H
 DK7060  PID         -  DK7060
 DK7060  STATE/COUNTY-  MN/DODGE
 DK7060  COUNTRY     -  US
 DK7060  USGS QUAD   -  HAYFIELD NW (1966)
 DK7060
 DK7060                         *CURRENT SURVEY CONTROL
 DK7060  ______________________________________________________________________
 DK7060* NAD 83(1986) POSITION- 43 53 31.9    (N) 092 57 50.1    (W)   HD_HELD2  
 DK7060* NAVD 88 ORTHO HEIGHT -   391.874  (meters)    1285.67  (feet) ADJUSTED  
 DK7060  ______________________________________________________________________
 DK7060  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DK7060  DYNAMIC HEIGHT  -        391.798 (meters)     1285.42  (feet) COMP
 DK7060  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DK7060
 DK7060  VERT ORDER      -  SECOND    CLASS I
 DK7060
 DK7060.The horizontal coordinates were established by autonomous hand held GPS
 DK7060.observations and have an estimated accuracy of +/- 10 meters.
 DK7060.
 DK7060.The orthometric height was determined by differential leveling and
 DK7060.adjusted in February 2009.
 DK7060
 DK7060.The dynamic height is computed by dividing the NAVD 88
 DK7060.geopotential number by the normal gravity value computed on the
 DK7060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7060.degrees latitude (g = 980.6199 gals.).
 DK7060
 DK7060.The modeled gravity was interpolated from observed gravity values.
 DK7060
 DK7060;                    North         East    Units  Estimated Accuracy
 DK7060;SPC MN S     -   199,662.      883,247.      MT  (+/- 10 meters HH2 GPS)
 DK7060
 DK7060                          SUPERSEDED SURVEY CONTROL
 DK7060
 DK7060.No superseded survey control is available for this station.
 DK7060
 DK7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0289859899(NAD 83)
 DK7060
 DK7060_MARKER: DV = VERTICAL CONTROL DISK
 DK7060_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7060+WITH SETTING: INFORMATION.
 DK7060_STAMPING: 2003 H FEB 1981
 DK7060_MARK LOGO: MNDT  
 DK7060_PROJECTION: RECESSED 3 CENTIMETERS
 DK7060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7060+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7060_ROD/PIPE-DEPTH:  3.0 meters
 DK7060
 DK7060  HISTORY     - Date     Condition        Report By
 DK7060  HISTORY     - 1981     MONUMENTED       MNDT
 DK7060  HISTORY     - 20051215 GOOD             MNDT
 DK7060
 DK7060                          STATION DESCRIPTION
 DK7060
 DK7060'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7060'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF WALTHAM, 5.8
 DK7060'MI (9.3 KM) WEST OF HAYFIELD AND 4.7 MI (7.6 KM) EAST-NORTHEAST OF
 DK7060'BLOOMING PRAIRIE.
 DK7060' 
 DK7060'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 0.5 MI (0.8
 DK7060'KM) WEST OF HAYFIELD GO 5.25 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 30
 DK7060'TO MILE POINT 197.25.
 DK7060' 
 DK7060'THE MARK IS 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 30, 2.8 FT (0.9 M)
 DK7060'WEST OF A RIGHT-OF-WAY POST AND 0.5 FT (0.2 M) SOUTH OF ITS WITNESS
 DK7060'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7061 ***********************************************************************
 DK7061  DESIGNATION -  2003 I
 DK7061  PID         -  DK7061
 DK7061  STATE/COUNTY-  MN/DODGE
 DK7061  COUNTRY     -  US
 DK7061  USGS QUAD   -  HAYFIELD NW (1966)
 DK7061
 DK7061                         *CURRENT SURVEY CONTROL
 DK7061  ______________________________________________________________________
 DK7061* NAD 83(1986) POSITION- 43 53 32.7    (N) 092 56 41.4    (W)   HD_HELD2  
 DK7061* NAVD 88 ORTHO HEIGHT -   392.800  (meters)    1288.71  (feet) ADJUSTED  
 DK7061  ______________________________________________________________________
 DK7061  GEOID HEIGHT    -        -29.11  (meters)                     GEOID09
 DK7061  DYNAMIC HEIGHT  -        392.721 (meters)     1288.45  (feet) COMP
 DK7061  MODELED GRAVITY -    980,407.6   (mgal)                       NAVD 88
 DK7061
 DK7061  VERT ORDER      -  SECOND    CLASS I
 DK7061
 DK7061.The horizontal coordinates were established by autonomous hand held GPS
 DK7061.observations and have an estimated accuracy of +/- 10 meters.
 DK7061.
 DK7061.The orthometric height was determined by differential leveling and
 DK7061.adjusted in February 2009.
 DK7061
 DK7061.The dynamic height is computed by dividing the NAVD 88
 DK7061.geopotential number by the normal gravity value computed on the
 DK7061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7061.degrees latitude (g = 980.6199 gals.).
 DK7061
 DK7061.The modeled gravity was interpolated from observed gravity values.
 DK7061
 DK7061;                    North         East    Units  Estimated Accuracy
 DK7061;SPC MN S     -   199,706.      884,779.      MT  (+/- 10 meters HH2 GPS)
 DK7061
 DK7061                          SUPERSEDED SURVEY CONTROL
 DK7061
 DK7061.No superseded survey control is available for this station.
 DK7061
 DK7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0443059925(NAD 83)
 DK7061
 DK7061_MARKER: DV = VERTICAL CONTROL DISK
 DK7061_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7061+WITH SETTING: INFORMATION.
 DK7061_STAMPING: 2003 I FEB 1981
 DK7061_MARK LOGO: MNDT  
 DK7061_PROJECTION: FLUSH
 DK7061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7061+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7061_ROD/PIPE-DEPTH:  3.0 meters
 DK7061
 DK7061  HISTORY     - Date     Condition        Report By
 DK7061  HISTORY     - 1981     MONUMENTED       MNDT
 DK7061  HISTORY     - 20051215 GOOD             MNDT
 DK7061
 DK7061                          STATION DESCRIPTION
 DK7061
 DK7061'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7061'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF WALTHAM, 5.6 MI
 DK7061'(9.0 KM) EAST-NORTHEAST OF BLOOMING PRAIRIE AND 4.9 MI (7.9 KM) WEST
 DK7061'OF HAYFIELD.
 DK7061' 
 DK7061'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 0.5 MI (0.8
 DK7061'KM) WEST OF HAYFIELD GO 4.30 MI (6.9 KM) WEST ALONG TRUNK HIGHWAY 30
 DK7061'TO MILE POINT 198.20.
 DK7061' 
 DK7061'THE MARK IS 74.5 FT (22.7 M) NORTH OF TRUNK HIGHWAY 30, 58.0 FT (17.7
 DK7061'M) EAST OF 150TH AVENUE AND 0.3 FT (0.1 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7058 ***********************************************************************
 DK7058  DESIGNATION -  2003 J
 DK7058  PID         -  DK7058
 DK7058  STATE/COUNTY-  MN/DODGE
 DK7058  COUNTRY     -  US
 DK7058  USGS QUAD   -  HAYFIELD NW (1966)
 DK7058
 DK7058                         *CURRENT SURVEY CONTROL
 DK7058  ______________________________________________________________________
 DK7058* NAD 83(1986) POSITION- 43 53 31.9    (N) 092 56 06.5    (W)   HD_HELD2  
 DK7058* NAVD 88 ORTHO HEIGHT -   389.208  (meters)    1276.93  (feet) ADJUSTED  
 DK7058  ______________________________________________________________________
 DK7058  GEOID HEIGHT    -        -29.15  (meters)                     GEOID09
 DK7058  DYNAMIC HEIGHT  -        389.129 (meters)     1276.67  (feet) COMP
 DK7058  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 DK7058
 DK7058  VERT ORDER      -  SECOND    CLASS I
 DK7058
 DK7058.The horizontal coordinates were established by autonomous hand held GPS
 DK7058.observations and have an estimated accuracy of +/- 10 meters.
 DK7058.
 DK7058.The orthometric height was determined by differential leveling and
 DK7058.adjusted in February 2009.
 DK7058
 DK7058.The dynamic height is computed by dividing the NAVD 88
 DK7058.geopotential number by the normal gravity value computed on the
 DK7058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7058.degrees latitude (g = 980.6199 gals.).
 DK7058
 DK7058.The modeled gravity was interpolated from observed gravity values.
 DK7058
 DK7058;                    North         East    Units  Estimated Accuracy
 DK7058;SPC MN S     -   199,691.      885,559.      MT  (+/- 10 meters HH2 GPS)
 DK7058
 DK7058                          SUPERSEDED SURVEY CONTROL
 DK7058
 DK7058.No superseded survey control is available for this station.
 DK7058
 DK7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0520959901(NAD 83)
 DK7058
 DK7058_MARKER: DB = BENCH MARK DISK
 DK7058_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7058_SP_SET: BOX CULVERT HEADWALL
 DK7058_STAMPING: 2003 J 1981
 DK7058_MARK LOGO: MNDT  
 DK7058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7058+STABILITY: SURFACE MOTION
 DK7058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7058+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7058
 DK7058  HISTORY     - Date     Condition        Report By
 DK7058  HISTORY     - 1981     MONUMENTED       MNDT
 DK7058  HISTORY     - 20051215 GOOD             MNDT
 DK7058
 DK7058                          STATION DESCRIPTION
 DK7058
 DK7058'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7058'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF BLOOMING
 DK7058'PRAIRIE, 5.7 MI (9.2 KM) NORTH-NORTHWEST OF WALTHAM AND 4.4 MI (7.1
 DK7058'KM) WEST OF HAYFIELD.
 DK7058' 
 DK7058'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN 0.5 MI
 DK7058'(0.8 KM) WEST OF HAYFIELD GO 3.85 MI (6.2 KM) WEST ALONG TRUNK HIGHWAY
 DK7058'30 TO MILE POINT 198.75.
 DK7058' 
 DK7058'THE MARK IS 24.0 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHWEST
 DK7058'CORNER OF A BOX CULVERT HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7062 ***********************************************************************
 DK7062  DESIGNATION -  2003 K
 DK7062  PID         -  DK7062
 DK7062  STATE/COUNTY-  MN/DODGE
 DK7062  COUNTRY     -  US
 DK7062  USGS QUAD   -  HAYFIELD NW (1966)
 DK7062
 DK7062                         *CURRENT SURVEY CONTROL
 DK7062  ______________________________________________________________________
 DK7062* NAD 83(1986) POSITION- 43 53 33.0    (N) 092 55 09.6    (W)   HD_HELD2  
 DK7062* NAVD 88 ORTHO HEIGHT -   393.061  (meters)    1289.57  (feet) ADJUSTED  
 DK7062  ______________________________________________________________________
 DK7062  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DK7062  DYNAMIC HEIGHT  -        392.980 (meters)     1289.30  (feet) COMP
 DK7062  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 DK7062
 DK7062  VERT ORDER      -  SECOND    CLASS I
 DK7062
 DK7062.The horizontal coordinates were established by autonomous hand held GPS
 DK7062.observations and have an estimated accuracy of +/- 10 meters.
 DK7062.
 DK7062.The orthometric height was determined by differential leveling and
 DK7062.adjusted in February 2009.
 DK7062
 DK7062.The dynamic height is computed by dividing the NAVD 88
 DK7062.geopotential number by the normal gravity value computed on the
 DK7062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7062.degrees latitude (g = 980.6199 gals.).
 DK7062
 DK7062.The modeled gravity was interpolated from observed gravity values.
 DK7062
 DK7062;                    North         East    Units  Estimated Accuracy
 DK7062;SPC MN S     -   199,742.      886,828.      MT  (+/- 10 meters HH2 GPS)
 DK7062
 DK7062                          SUPERSEDED SURVEY CONTROL
 DK7062
 DK7062.No superseded survey control is available for this station.
 DK7062
 DK7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0647959936(NAD 83)
 DK7062
 DK7062_MARKER: DD = SURVEY DISK
 DK7062_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK7062+WITH SETTING: INFORMATION.
 DK7062_STAMPING: 2003 K FEB 1981
 DK7062_MARK LOGO: MNDT  
 DK7062_PROJECTION: FLUSH
 DK7062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7062+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7062_ROD/PIPE-DEPTH:  3.0 meters
 DK7062
 DK7062  HISTORY     - Date     Condition        Report By
 DK7062  HISTORY     - 1981     MONUMENTED       MNDT
 DK7062  HISTORY     - 20051215 GOOD             MNDT
 DK7062
 DK7062                          STATION DESCRIPTION
 DK7062
 DK7062'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7062'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF BLOOMING
 DK7062'PRAIRIE, 5.3 MI (8.5 KM) NORTH-NORTHWEST OF WALTHAM AND 3.0 MI (4.8
 DK7062'KM) WEST OF HAYFIELD.
 DK7062' 
 DK7062'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN 0.5 MI
 DK7062'(0.8 KM) WEST OF HAYFIELD GO 3.05 MI (4.9 KM) WEST ALONG TRUNK HIGHWAY
 DK7062'30 TO MILE POINT 199.55.
 DK7062' 
 DK7062'THE MARK IS 75.0 FT (22.9 M) NORTH OF TRUNK HIGHWAY 30, 5.0 FT (1.5 M)
 DK7062'EAST OF A POWER POLE AND 0.5 FT (0.2 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6971 ***********************************************************************
 DK6971  DESIGNATION -  2003 L
 DK6971  PID         -  DK6971
 DK6971  STATE/COUNTY-  MN/DODGE
 DK6971  COUNTRY     -  US
 DK6971  USGS QUAD   -  HAYFIELD NW (1966)
 DK6971
 DK6971                         *CURRENT SURVEY CONTROL
 DK6971  ______________________________________________________________________
 DK6971* NAD 83(1986) POSITION- 43 53 32.4    (N) 092 53 58.7    (W)   HD_HELD2  
 DK6971* NAVD 88 ORTHO HEIGHT -   395.191  (meters)    1296.56  (feet) ADJUSTED  
 DK6971  ______________________________________________________________________
 DK6971  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DK6971  DYNAMIC HEIGHT  -        395.107 (meters)     1296.28  (feet) COMP
 DK6971  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 DK6971
 DK6971  VERT ORDER      -  SECOND    CLASS I
 DK6971
 DK6971.The horizontal coordinates were established by autonomous hand held GPS
 DK6971.observations and have an estimated accuracy of +/- 10 meters.
 DK6971.
 DK6971.The orthometric height was determined by differential leveling and
 DK6971.adjusted in February 2009.
 DK6971
 DK6971.Photographs are available for this station.
 DK6971
 DK6971.The dynamic height is computed by dividing the NAVD 88
 DK6971.geopotential number by the normal gravity value computed on the
 DK6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6971.degrees latitude (g = 980.6199 gals.).
 DK6971
 DK6971.The modeled gravity was interpolated from observed gravity values.
 DK6971
 DK6971;                    North         East    Units  Estimated Accuracy
 DK6971;SPC MN S     -   199,744.      888,411.      MT  (+/- 10 meters HH2 GPS)
 DK6971
 DK6971                          SUPERSEDED SURVEY CONTROL
 DK6971
 DK6971.No superseded survey control is available for this station.
 DK6971
 DK6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0806059919(NAD 83)
 DK6971
 DK6971_MARKER: DD = SURVEY DISK
 DK6971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6971_STAMPING: 2003 L 2005
 DK6971_MARK LOGO: MNDT  
 DK6971_PROJECTION: FLUSH
 DK6971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6971+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2009
 DK6971_ROD/PIPE-DEPTH:  3.0 meters
 DK6971
 DK6971  HISTORY     - Date     Condition        Report By
 DK6971  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6971  HISTORY     - 20090407 GOOD             MNDT
 DK6971
 DK6971                          STATION DESCRIPTION
 DK6971
 DK6971'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6971'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) NORTHWEST OF SARGEANT, 5.0
 DK6971'MI (8.0 KM) NORTH-NORTHWEST OF WALTHAM AND 2.50 MI (4.0 KM) WEST OF
 DK6971'HAYFIELD.
 DK6971' 
 DK6971'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 0.5 MI (0.8
 DK6971'KM) WEST OF HAYFIELD GO 2.0 MI (3.2 KM) WEST ALONG TRUNK HIGHWAY 30 TO
 DK6971'MILE POINT 200.55.
 DK6971' 
 DK6971'THE MARK IS 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 30 AND 64.5 FT
 DK6971'(19.7 M) WEST OF 170TH AVENUE.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6971'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6971'WITH WASHED SAND.
 DK6971
 DK6971                          STATION RECOVERY (2009)
 DK6971
 DK6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DK6971'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6972 ***********************************************************************
 DK6972  DESIGNATION -  2003 M
 DK6972  PID         -  DK6972
 DK6972  STATE/COUNTY-  MN/DODGE
 DK6972  COUNTRY     -  US
 DK6972  USGS QUAD   -  HAYFIELD NW (1966)
 DK6972
 DK6972                         *CURRENT SURVEY CONTROL
 DK6972  ______________________________________________________________________
 DK6972* NAD 83(1986) POSITION- 43 53 31.2    (N) 092 52 44.9    (W)   HD_HELD2  
 DK6972* NAVD 88 ORTHO HEIGHT -   397.908  (meters)    1305.47  (feet) ADJUSTED  
 DK6972  ______________________________________________________________________
 DK6972  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 DK6972  DYNAMIC HEIGHT  -        397.822 (meters)     1305.19  (feet) COMP
 DK6972  MODELED GRAVITY -    980,390.9   (mgal)                       NAVD 88
 DK6972
 DK6972  VERT ORDER      -  SECOND    CLASS I
 DK6972
 DK6972.The horizontal coordinates were established by autonomous hand held GPS
 DK6972.observations and have an estimated accuracy of +/- 10 meters.
 DK6972.
 DK6972.The orthometric height was determined by differential leveling and
 DK6972.adjusted in February 2009.
 DK6972
 DK6972.The dynamic height is computed by dividing the NAVD 88
 DK6972.geopotential number by the normal gravity value computed on the
 DK6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6972.degrees latitude (g = 980.6199 gals.).
 DK6972
 DK6972.The modeled gravity was interpolated from observed gravity values.
 DK6972
 DK6972;                    North         East    Units  Estimated Accuracy
 DK6972;SPC MN S     -   199,730.      890,058.      MT  (+/- 10 meters HH2 GPS)
 DK6972
 DK6972                          SUPERSEDED SURVEY CONTROL
 DK6972
 DK6972.No superseded survey control is available for this station.
 DK6972
 DK6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0970759884(NAD 83)
 DK6972
 DK6972_MARKER: F = FLANGE-ENCASED ROD
 DK6972_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6972+WITH SETTING: INFORMATION.
 DK6972_STAMPING: 2005 M 2005
 DK6972_MARK LOGO: MNDT  
 DK6972_PROJECTION: RECESSED 15 CENTIMETERS
 DK6972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6972+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6972_ROD/PIPE-DEPTH:  3.0 meters
 DK6972
 DK6972  HISTORY     - Date     Condition        Report By
 DK6972  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6972
 DK6972                          STATION DESCRIPTION
 DK6972
 DK6972'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6972'THE MARK IS LOCATED ABOUT 7.1 MI (11.5 KM) NORTH-NORTHWEST OF
 DK6972'SARGEANT, 4.9 MI (7.8 KM) NORTH OF WALTHAM AND 1.50 MI (2.4 KM) WEST
 DK6972'OF HAYFIELD.
 DK6972' 
 DK6972'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN 0.5 MI
 DK6972'(0.8 KM) WEST OF HAYFIELD GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY
 DK6972'30 TO MILE POINT 201.06.
 DK6972' 
 DK6972'THE MARK IS 76.7 FT (23.4 M) SOUTH OF TRUNK HIGHWAY 30, 38.8 FT (11.8
 DK6972'M) EAST OF 180TH AVENUE, 15.4 FT (4.7 M) WEST OF CABLE PEDESTAL, 1.9
 DK6972'FT (0.6 M) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY POST AND 0.7 FT (0.2 M)
 DK6972'NORTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6972'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6972'WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7050 ***********************************************************************
 DK7050  DESIGNATION -  2003 N
 DK7050  PID         -  DK7050
 DK7050  STATE/COUNTY-  MN/DODGE
 DK7050  COUNTRY     -  US
 DK7050  USGS QUAD   -  HAYFIELD (1966)
 DK7050
 DK7050                         *CURRENT SURVEY CONTROL
 DK7050  ______________________________________________________________________
 DK7050* NAD 83(1986) POSITION- 43 53 32.1    (N) 092 51 49.6    (W)   HD_HELD2  
 DK7050* NAVD 88 ORTHO HEIGHT -   396.705  (meters)    1301.52  (feet) ADJUSTED  
 DK7050  ______________________________________________________________________
 DK7050  GEOID HEIGHT    -        -29.42  (meters)                     GEOID09
 DK7050  DYNAMIC HEIGHT  -        396.618 (meters)     1301.24  (feet) COMP
 DK7050  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 DK7050
 DK7050  VERT ORDER      -  SECOND    CLASS I
 DK7050
 DK7050.The horizontal coordinates were established by autonomous hand held GPS
 DK7050.observations and have an estimated accuracy of +/- 10 meters.
 DK7050.
 DK7050.The orthometric height was determined by differential leveling and
 DK7050.adjusted in February 2009.
 DK7050
 DK7050.The dynamic height is computed by dividing the NAVD 88
 DK7050.geopotential number by the normal gravity value computed on the
 DK7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7050.degrees latitude (g = 980.6199 gals.).
 DK7050
 DK7050.The modeled gravity was interpolated from observed gravity values.
 DK7050
 DK7050;                    North         East    Units  Estimated Accuracy
 DK7050;SPC MN S     -   199,775.      891,292.      MT  (+/- 10 meters HH2 GPS)
 DK7050
 DK7050                          SUPERSEDED SURVEY CONTROL
 DK7050
 DK7050.No superseded survey control is available for this station.
 DK7050
 DK7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1094159914(NAD 83)
 DK7050
 DK7050_MARKER: DB = BENCH MARK DISK
 DK7050_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7050_SP_SET: BOX CULVERT
 DK7050_STAMPING: 2003 N 1981
 DK7050_MARK LOGO: MNHD  
 DK7050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7050+STABILITY: SURFACE MOTION
 DK7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7050+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7050
 DK7050  HISTORY     - Date     Condition        Report By
 DK7050  HISTORY     - 1981     MONUMENTED       MNDT
 DK7050  HISTORY     - 20051215 GOOD             MNDT
 DK7050
 DK7050                          STATION DESCRIPTION
 DK7050
 DK7050'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7050'THE MARK IS LOCATED ABOUT 6.7 MI (10.9 KM) NORTH-NORTHWEST OF
 DK7050'SARGEANT, 4.9 MI (7.9 KM) NORTH OF WALTHAM AND 0.5 MI (0.8 KM) WEST OF
 DK7050'HAYFIELD.
 DK7050' 
 DK7050'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 WHICH IS
 DK7050'0.5 MI (0.8 KM) WEST OF HAYFIELD GO 0.2 MI (0.3 KM) WEST ALONG TRUNK
 DK7050'HIGHWAY 30 TO MILE POINT 202.55.
 DK7050' 
 DK7050'THE MARK IS 24 FT (7.3 M) SOUTH OF TRUNK HIGHWAY 30 IN THE SOUTHEAST
 DK7050'CORNER OF A BOX CULVERT SPANNING A STREAM AND NUMBERED 8705.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6973 ***********************************************************************
 DK6973  DESIGNATION -  2004 A
 DK6973  PID         -  DK6973
 DK6973  STATE/COUNTY-  MN/DODGE
 DK6973  COUNTRY     -  US
 DK6973  USGS QUAD   -  HAYFIELD (1966)
 DK6973
 DK6973                         *CURRENT SURVEY CONTROL
 DK6973  ______________________________________________________________________
 DK6973* NAD 83(1986) POSITION- 43 53 32.8    (N) 092 50 41.1    (W)   HD_HELD2  
 DK6973* NAVD 88 ORTHO HEIGHT -   404.444  (meters)    1326.91  (feet) ADJUSTED  
 DK6973  ______________________________________________________________________
 DK6973  GEOID HEIGHT    -        -29.49  (meters)                     GEOID09
 DK6973  DYNAMIC HEIGHT  -        404.354 (meters)     1326.62  (feet) COMP
 DK6973  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 DK6973
 DK6973  VERT ORDER      -  SECOND    CLASS I
 DK6973
 DK6973.The horizontal coordinates were established by autonomous hand held GPS
 DK6973.observations and have an estimated accuracy of +/- 10 meters.
 DK6973.
 DK6973.The orthometric height was determined by differential leveling and
 DK6973.adjusted in February 2009.
 DK6973
 DK6973.The dynamic height is computed by dividing the NAVD 88
 DK6973.geopotential number by the normal gravity value computed on the
 DK6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6973.degrees latitude (g = 980.6199 gals.).
 DK6973
 DK6973.The modeled gravity was interpolated from observed gravity values.
 DK6973
 DK6973;                    North         East    Units  Estimated Accuracy
 DK6973;SPC MN S     -   199,818.      892,820.      MT  (+/- 10 meters HH2 GPS)
 DK6973
 DK6973                          SUPERSEDED SURVEY CONTROL
 DK6973
 DK6973.No superseded survey control is available for this station.
 DK6973
 DK6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1246959938(NAD 83)
 DK6973
 DK6973_MARKER: DD = SURVEY DISK
 DK6973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6973_STAMPING: 2004 A 2005
 DK6973_MARK LOGO: MNDT  
 DK6973_PROJECTION: RECESSED 3 CENTIMETERS
 DK6973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6973+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6973_ROD/PIPE-DEPTH:  9.1 meters
 DK6973
 DK6973  HISTORY     - Date     Condition        Report By
 DK6973  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6973
 DK6973                          STATION DESCRIPTION
 DK6973
 DK6973'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6973'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 DK6973'SARGEANT, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF WALTHAM AND 0.2 MI (0.3
 DK6973'KM) NORTHEAST OF HAYFIELD.
 DK6973' 
 DK6973'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN HAYFIELD
 DK6973'GO 0.7 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 203.30.
 DK6973'THE MARK IS 119.7 FT (36.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DK6973'SACRED HEART CHURCH, 32.8 FT (10.0 M) NORTH OF TRUNK HIGHWAY 30, 17.6
 DK6973'FT (5.4 M) EAST OF AN ENTRANCE TO SACRED HEART CHURCH AND 1.0 FT (0.3
 DK6973'M) SOUTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK6973'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK6973'WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6974 ***********************************************************************
 DK6974  DESIGNATION -  2004 B
 DK6974  PID         -  DK6974
 DK6974  STATE/COUNTY-  MN/DODGE
 DK6974  COUNTRY     -  US
 DK6974  USGS QUAD   -  HAYFIELD (1966)
 DK6974
 DK6974                         *CURRENT SURVEY CONTROL
 DK6974  ______________________________________________________________________
 DK6974* NAD 83(1986) POSITION- 43 53 32.3    (N) 092 49 45.1    (W)   HD_HELD2  
 DK6974* NAVD 88 ORTHO HEIGHT -   407.708  (meters)    1337.62  (feet) ADJUSTED  
 DK6974  ______________________________________________________________________
 DK6974  GEOID HEIGHT    -        -29.54  (meters)                     GEOID09
 DK6974  DYNAMIC HEIGHT  -        407.616 (meters)     1337.32  (feet) COMP
 DK6974  MODELED GRAVITY -    980,381.3   (mgal)                       NAVD 88
 DK6974
 DK6974  VERT ORDER      -  SECOND    CLASS I
 DK6974
 DK6974.The horizontal coordinates were established by autonomous hand held GPS
 DK6974.observations and have an estimated accuracy of +/- 10 meters.
 DK6974.
 DK6974.The orthometric height was determined by differential leveling and
 DK6974.adjusted in February 2009.
 DK6974
 DK6974.The dynamic height is computed by dividing the NAVD 88
 DK6974.geopotential number by the normal gravity value computed on the
 DK6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6974.degrees latitude (g = 980.6199 gals.).
 DK6974
 DK6974.The modeled gravity was interpolated from observed gravity values.
 DK6974
 DK6974;                    North         East    Units  Estimated Accuracy
 DK6974;SPC MN S     -   199,820.      894,070.      MT  (+/- 10 meters HH2 GPS)
 DK6974
 DK6974                          SUPERSEDED SURVEY CONTROL
 DK6974
 DK6974.No superseded survey control is available for this station.
 DK6974
 DK6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1371859925(NAD 83)
 DK6974
 DK6974_MARKER: DD = SURVEY DISK
 DK6974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6974_STAMPING: 2004 B 2005
 DK6974_MARK LOGO: MNDT  
 DK6974_PROJECTION: RECESSED 5 CENTIMETERS
 DK6974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6974+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6974_ROD/PIPE-DEPTH:  6.1 meters
 DK6974
 DK6974  HISTORY     - Date     Condition        Report By
 DK6974  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6974
 DK6974                          STATION DESCRIPTION
 DK6974
 DK6974'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6974'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF
 DK6974'SARGEANT, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF WALTHAM AND 1.0 MI (1.6
 DK6974'KM) EAST OF HAYFIELD.
 DK6974' 
 DK6974'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 IN HAYFIELD
 DK6974'GO 1.55 MI (2.5 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 204.10.
 DK6974' 
 DK6974'THE MARK IS 64.4 FT (19.6 M) NORTH OF TRUNK HIGHWAY 30, 40.4 FT (12.3
 DK6974'M) EAST OF A FIELD ENTRANCE AND 1.0 FT (0.3 M) SOUTH OF ITS WITNESS
 DK6974'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6974'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6975 ***********************************************************************
 DK6975  DESIGNATION -  2004 C
 DK6975  PID         -  DK6975
 DK6975  STATE/COUNTY-  MN/DODGE
 DK6975  COUNTRY     -  US
 DK6975  USGS QUAD   -  HAYFIELD (1966)
 DK6975
 DK6975                         *CURRENT SURVEY CONTROL
 DK6975  ______________________________________________________________________
 DK6975* NAD 83(1986) POSITION- 43 53 32.4    (N) 092 48 31.6    (W)   HD_HELD2  
 DK6975* NAVD 88 ORTHO HEIGHT -   408.482  (meters)    1340.16  (feet) ADJUSTED  
 DK6975  ______________________________________________________________________
 DK6975  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 DK6975  DYNAMIC HEIGHT  -        408.389 (meters)     1339.86  (feet) COMP
 DK6975  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 DK6975
 DK6975  VERT ORDER      -  SECOND    CLASS I
 DK6975
 DK6975.The horizontal coordinates were established by autonomous hand held GPS
 DK6975.observations and have an estimated accuracy of +/- 10 meters.
 DK6975.
 DK6975.The orthometric height was determined by differential leveling and
 DK6975.adjusted in February 2009.
 DK6975
 DK6975.The dynamic height is computed by dividing the NAVD 88
 DK6975.geopotential number by the normal gravity value computed on the
 DK6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6975.degrees latitude (g = 980.6199 gals.).
 DK6975
 DK6975.The modeled gravity was interpolated from observed gravity values.
 DK6975
 DK6975;                    North         East    Units  Estimated Accuracy
 DK6975;SPC MN S     -   199,847.      895,711.      MT  (+/- 10 meters HH2 GPS)
 DK6975
 DK6975                          SUPERSEDED SURVEY CONTROL
 DK6975
 DK6975.No superseded survey control is available for this station.
 DK6975
 DK6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1535859932(NAD 83)
 DK6975
 DK6975_MARKER: DD = SURVEY DISK
 DK6975_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6975+WITH SETTING: INFORMATION.
 DK6975_STAMPING: 2004 C 2005
 DK6975_MARK LOGO: MNDT  
 DK6975_PROJECTION: FLUSH
 DK6975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6975+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6975_ROD/PIPE-DEPTH:  3.0 meters
 DK6975
 DK6975  HISTORY     - Date     Condition        Report By
 DK6975  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6975
 DK6975                          STATION DESCRIPTION
 DK6975
 DK6975'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6975'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF SARGEANT, 5.9 MI
 DK6975'(9.5 KM) NORTHEAST OF WALTHAM AND 2.0 MI (3.2 KM) EAST OF HAYFIELD.
 DK6975' 
 DK6975'FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 30 IN HAYFIELD
 DK6975'GO 2.55 MI (4.1 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 205.15.
 DK6975'THE MARK IS 72 FT (21.9 M) NORTH OF TRUNK HIGHWAY 30, 11.5 FT (3.5 M)
 DK6975'EAST OF A FIELD ENTRANCE, 3.2 FT (1.0 M) SOUTH OF A FENCE CORNER AND
 DK6975'2.5 FT (0.8 M) SOUTH OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT
 DK6975'(0.9 M) 3D STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE
 DK6975'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6976 ***********************************************************************
 DK6976  DESIGNATION -  2004 D
 DK6976  PID         -  DK6976
 DK6976  STATE/COUNTY-  MN/DODGE
 DK6976  COUNTRY     -  US
 DK6976  USGS QUAD   -  HAYFIELD (1966)
 DK6976
 DK6976                         *CURRENT SURVEY CONTROL
 DK6976  ______________________________________________________________________
 DK6976* NAD 83(1986) POSITION- 43 53 30.9    (N) 092 46 44.4    (W)   HD_HELD2  
 DK6976* NAVD 88 ORTHO HEIGHT -   409.347  (meters)    1343.00  (feet) ADJUSTED  
 DK6976  ______________________________________________________________________
 DK6976  GEOID HEIGHT    -        -29.70  (meters)                     GEOID09
 DK6976  DYNAMIC HEIGHT  -        409.251 (meters)     1342.68  (feet) COMP
 DK6976  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 DK6976
 DK6976  VERT ORDER      -  SECOND    CLASS I
 DK6976
 DK6976.The horizontal coordinates were established by autonomous hand held GPS
 DK6976.observations and have an estimated accuracy of +/- 10 meters.
 DK6976.
 DK6976.The orthometric height was determined by differential leveling and
 DK6976.adjusted in February 2009.
 DK6976
 DK6976.The dynamic height is computed by dividing the NAVD 88
 DK6976.geopotential number by the normal gravity value computed on the
 DK6976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6976.degrees latitude (g = 980.6199 gals.).
 DK6976
 DK6976.The modeled gravity was interpolated from observed gravity values.
 DK6976
 DK6976;                    North         East    Units  Estimated Accuracy
 DK6976;SPC MN S     -   199,836.      898,104.      MT  (+/- 10 meters HH2 GPS)
 DK6976
 DK6976                          SUPERSEDED SURVEY CONTROL
 DK6976
 DK6976.No superseded survey control is available for this station.
 DK6976
 DK6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1775059892(NAD 83)
 DK6976
 DK6976_MARKER: DD = SURVEY DISK
 DK6976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6976_STAMPING: 2004 D 2005
 DK6976_MARK LOGO: MNDT  
 DK6976_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6976+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6976_ROD/PIPE-DEPTH:  6.1 meters
 DK6976
 DK6976  HISTORY     - Date     Condition        Report By
 DK6976  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6976
 DK6976                          STATION DESCRIPTION
 DK6976
 DK6976'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6976'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTHEAST OF WALTHAM, 6.1
 DK6976'MI (9.8 KM) NORTH OF SARGEANT AND 3.5 MI (5.6 KM) EAST OF HAYFIELD.
 DK6976' 
 DK6976'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 AT HAYFIELD
 DK6976'GO 4.10 MI (6.6 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 206.60.
 DK6976'THE MARK IS 71.7 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 30, 48.7 FT (14.8
 DK6976'M) WEST OF 230TH AVENUE AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS POST.
 DK6976'THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6976'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6977 ***********************************************************************
 DK6977  DESIGNATION -  2004 E
 DK6977  PID         -  DK6977
 DK6977  STATE/COUNTY-  MN/DODGE
 DK6977  COUNTRY     -  US
 DK6977  USGS QUAD   -  HAYFIELD (1966)
 DK6977
 DK6977                         *CURRENT SURVEY CONTROL
 DK6977  ______________________________________________________________________
 DK6977* NAD 83(1986) POSITION- 43 53 31.4    (N) 092 45 32.2    (W)   HD_HELD2  
 DK6977* NAVD 88 ORTHO HEIGHT -   404.618  (meters)    1327.48  (feet) ADJUSTED  
 DK6977  ______________________________________________________________________
 DK6977  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 DK6977  DYNAMIC HEIGHT  -        404.523 (meters)     1327.17  (feet) COMP
 DK6977  MODELED GRAVITY -    980,373.1   (mgal)                       NAVD 88
 DK6977
 DK6977  VERT ORDER      -  SECOND    CLASS I
 DK6977
 DK6977.The horizontal coordinates were established by autonomous hand held GPS
 DK6977.observations and have an estimated accuracy of +/- 10 meters.
 DK6977.
 DK6977.The orthometric height was determined by differential leveling and
 DK6977.adjusted in February 2009.
 DK6977
 DK6977.The dynamic height is computed by dividing the NAVD 88
 DK6977.geopotential number by the normal gravity value computed on the
 DK6977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6977.degrees latitude (g = 980.6199 gals.).
 DK6977
 DK6977.The modeled gravity was interpolated from observed gravity values.
 DK6977
 DK6977;                    North         East    Units  Estimated Accuracy
 DK6977;SPC MN S     -   199,876.      899,715.      MT  (+/- 10 meters HH2 GPS)
 DK6977
 DK6977                          SUPERSEDED SURVEY CONTROL
 DK6977
 DK6977.No superseded survey control is available for this station.
 DK6977
 DK6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1936159912(NAD 83)
 DK6977
 DK6977_MARKER: DD = SURVEY DISK
 DK6977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6977_STAMPING: 2004 E 2005
 DK6977_MARK LOGO: MNDT  
 DK6977_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6977+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6977_ROD/PIPE-DEPTH:  7.6 meters
 DK6977
 DK6977  HISTORY     - Date     Condition        Report By
 DK6977  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6977
 DK6977                          STATION DESCRIPTION
 DK6977
 DK6977'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6977'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF
 DK6977'SARGEANT, 6.3 MI (10.1 KM) WEST-SOUTHWEST OF ROCK DELL AND 4.5 MI (7.2
 DK6977'KM) EAST OF HAYFIELD.
 DK6977' 
 DK6977'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 AT HAYFIELD
 DK6977'GO 5.10 MI (8.2 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 207.70.
 DK6977'THE MARK IS 74 FT (22.6 M) SOUTH OF TRUNK HIGHWAY 30, 58.5 FT (17.8 M)
 DK6977'WEST OF 240TH AVENUE AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS POST.
 DK6977'THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6977'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6978 ***********************************************************************
 DK6978  DESIGNATION -  2004 F
 DK6978  PID         -  DK6978
 DK6978  STATE/COUNTY-  MN/DODGE
 DK6978  COUNTRY     -  US
 DK6978  USGS QUAD   -  ROCK DELL (1974)
 DK6978
 DK6978                         *CURRENT SURVEY CONTROL
 DK6978  ______________________________________________________________________
 DK6978* NAD 83(1986) POSITION- 43 53 31.1    (N) 092 44 18.1    (W)   HD_HELD2  
 DK6978* NAVD 88 ORTHO HEIGHT -   393.145  (meters)    1289.84  (feet) ADJUSTED  
 DK6978  ______________________________________________________________________
 DK6978  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 DK6978  DYNAMIC HEIGHT  -        393.052 (meters)     1289.54  (feet) COMP
 DK6978  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DK6978
 DK6978  VERT ORDER      -  SECOND    CLASS I
 DK6978
 DK6978.The horizontal coordinates were established by autonomous hand held GPS
 DK6978.observations and have an estimated accuracy of +/- 10 meters.
 DK6978.
 DK6978.The orthometric height was determined by differential leveling and
 DK6978.adjusted in February 2009.
 DK6978
 DK6978.The dynamic height is computed by dividing the NAVD 88
 DK6978.geopotential number by the normal gravity value computed on the
 DK6978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6978.degrees latitude (g = 980.6199 gals.).
 DK6978
 DK6978.The modeled gravity was interpolated from observed gravity values.
 DK6978
 DK6978;                    North         East    Units  Estimated Accuracy
 DK6978;SPC MN S     -   199,892.      901,368.      MT  (+/- 10 meters HH2 GPS)
 DK6978
 DK6978                          SUPERSEDED SURVEY CONTROL
 DK6978
 DK6978.No superseded survey control is available for this station.
 DK6978
 DK6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2101459907(NAD 83)
 DK6978
 DK6978_MARKER: DD = SURVEY DISK
 DK6978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6978_STAMPING: 2004 F 2005
 DK6978_MARK LOGO: MNDT  
 DK6978_PROJECTION: FLUSH
 DK6978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6978+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6978_ROD/PIPE-DEPTH:  7.6 meters
 DK6978
 DK6978  HISTORY     - Date     Condition        Report By
 DK6978  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6978
 DK6978                          STATION DESCRIPTION
 DK6978
 DK6978'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6978'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF
 DK6978'SARGEANT, 5.5 MI (8.8 KM) EAST OF HAYFIELD AND 5.4 MI (8.7 KM)
 DK6978'WEST-SOUTHWEST OF ROCK DELL.
 DK6978' 
 DK6978'THE MARK IS IN OSLO, AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DK6978'ROAD 13, NEAR TRUNK HIGHWAY 30 MILE POINT 208.65.
 DK6978' 
 DK6978'THE MARK IS 66.5 FT (20.3 M) EAST OF COUNTY ROAD 13, 55.2 FT (16.8 M)
 DK6978'SOUTH OF TRUNK HIGHWAY 30 AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS
 DK6978'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6978'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7055 ***********************************************************************
 DK7055  DESIGNATION -  2004 F 1
 DK7055  PID         -  DK7055
 DK7055  STATE/COUNTY-  MN/DODGE
 DK7055  COUNTRY     -  US
 DK7055  USGS QUAD   -  ROCK DELL (1974)
 DK7055
 DK7055                         *CURRENT SURVEY CONTROL
 DK7055  ______________________________________________________________________
 DK7055* NAD 83(1986) POSITION- 43 52 43.1    (N) 092 44 18.2    (W)   HD_HELD2  
 DK7055* NAVD 88 ORTHO HEIGHT -   384.814  (meters)    1262.51  (feet) ADJUSTED  
 DK7055  ______________________________________________________________________
 DK7055  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 DK7055  DYNAMIC HEIGHT  -        384.723 (meters)     1262.21  (feet) COMP
 DK7055  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 DK7055
 DK7055  VERT ORDER      -  SECOND    CLASS I
 DK7055
 DK7055.The horizontal coordinates were established by autonomous hand held GPS
 DK7055.observations and have an estimated accuracy of +/- 10 meters.
 DK7055.
 DK7055.The orthometric height was determined by differential leveling and
 DK7055.adjusted in February 2009.
 DK7055
 DK7055.No vertical observational check was made to the station.
 DK7055
 DK7055.The dynamic height is computed by dividing the NAVD 88
 DK7055.geopotential number by the normal gravity value computed on the
 DK7055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7055.degrees latitude (g = 980.6199 gals.).
 DK7055
 DK7055.The modeled gravity was interpolated from observed gravity values.
 DK7055
 DK7055;                    North         East    Units  Estimated Accuracy
 DK7055;SPC MN S     -   198,410.      901,389.      MT  (+/- 10 meters HH2 GPS)
 DK7055
 DK7055                          SUPERSEDED SURVEY CONTROL
 DK7055
 DK7055.No superseded survey control is available for this station.
 DK7055
 DK7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2101758426(NAD 83)
 DK7055
 DK7055_MARKER: DV = VERTICAL CONTROL DISK
 DK7055_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7055_SP_SET: BRIDGE
 DK7055_STAMPING: 2004 F 1 2005
 DK7055_MARK LOGO: MNDT  
 DK7055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7055+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7055
 DK7055  HISTORY     - Date     Condition        Report By
 DK7055  HISTORY     - 1987     MONUMENTED       MNDT
 DK7055  HISTORY     - 20051215 GOOD             MNDT
 DK7055
 DK7055                          STATION DESCRIPTION
 DK7055
 DK7055'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7055'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF SARGEANT,
 DK7055'5.8 MI (9.3 KM) WEST-SOUTHWEST OF ROCK DELL, 5.5 MI (8.8 KM) EAST OF
 DK7055'HAYFIELD AND 1.0 MI (1.6 KM) SOUTH OF OSLO.
 DK7055' 
 DK7055'FROM THE JUNCTION OF COUNTY ROAD 13 AND TRUNK HIGHWAY 30 IN OSLO GO
 DK7055'0.95 MI (1.5 KM) SOUTH ALONG COUNTY ROAD 13.
 DK7055' 
 DK7055'THE MARK IS 29.0 FT (8.8 M) EAST OF COUNTY ROAD 13 IN THE SOUTHEAST
 DK7055'CORNER OF BRIDGE NUMBER 20534 SPANNING A STREAM.  NOTE, THE DISK WAS
 DK7055'SET IN THE BRIDGE DURING ITS 1987 CONSTRUCTION THEN LATER LEVELED TO
 DK7055'AND STAMPED IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7051 ***********************************************************************
 DK7051  DESIGNATION -  2004 G
 DK7051  PID         -  DK7051
 DK7051  STATE/COUNTY-  MN/DODGE
 DK7051  COUNTRY     -  US
 DK7051  USGS QUAD   -  ROCK DELL (1974)
 DK7051
 DK7051                         *CURRENT SURVEY CONTROL
 DK7051  ______________________________________________________________________
 DK7051* NAD 83(1986) POSITION- 43 53 32.5    (N) 092 43 07.5    (W)   HD_HELD2  
 DK7051* NAVD 88 ORTHO HEIGHT -   395.530  (meters)    1297.67  (feet) ADJUSTED  
 DK7051  ______________________________________________________________________
 DK7051  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 DK7051  DYNAMIC HEIGHT  -        395.437 (meters)     1297.36  (feet) COMP
 DK7051  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 DK7051
 DK7051  VERT ORDER      -  SECOND    CLASS I
 DK7051
 DK7051.The horizontal coordinates were established by autonomous hand held GPS
 DK7051.observations and have an estimated accuracy of +/- 10 meters.
 DK7051.
 DK7051.The orthometric height was determined by differential leveling and
 DK7051.adjusted in February 2009.
 DK7051
 DK7051.The dynamic height is computed by dividing the NAVD 88
 DK7051.geopotential number by the normal gravity value computed on the
 DK7051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7051.degrees latitude (g = 980.6199 gals.).
 DK7051
 DK7051.The modeled gravity was interpolated from observed gravity values.
 DK7051
 DK7051;                    North         East    Units  Estimated Accuracy
 DK7051;SPC MN S     -   199,959.      902,943.      MT  (+/- 10 meters HH2 GPS)
 DK7051
 DK7051                          SUPERSEDED SURVEY CONTROL
 DK7051
 DK7051.No superseded survey control is available for this station.
 DK7051
 DK7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2258959956(NAD 83)
 DK7051
 DK7051_MARKER: DD = SURVEY DISK
 DK7051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7051_STAMPING: 2004 G 2005
 DK7051_MARK LOGO: MNDT  
 DK7051_PROJECTION: FLUSH
 DK7051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7051+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK7051_ROD/PIPE-DEPTH:  6.1 meters
 DK7051
 DK7051  HISTORY     - Date     Condition        Report By
 DK7051  HISTORY     - 20051213 MONUMENTED       MNDT
 DK7051
 DK7051                          STATION DESCRIPTION
 DK7051
 DK7051'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7051'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTHEAST OF SARGEANT, 6.4
 DK7051'MI (10.3 KM) EAST OF HAYFIELD, 4.5 MI (7.2 KM) WEST-SOUTHWEST OF ROCK
 DK7051'DELL AND 1.0 MI (1.6 KM) EAST OF OSLO.
 DK7051' 
 DK7051'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 13 IN OSLO GO
 DK7051'EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 209.65.    THE MARK IS 68 FT
 DK7051'(20.7 M) NORTH OF TRUNK HIGHWAY 30, 62.9 FT (19.2 M) WEST OF 260TH
 DK7051'AVENUE AND 1.0 FT (0.3 M) SOUTH OF ITS WITNESS POST.  THE MARK IS SET
 DK7051'WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH
 DK7051'PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7056 ***********************************************************************
 DK7056  DESIGNATION -  2004 H
 DK7056  PID         -  DK7056
 DK7056  STATE/COUNTY-  MN/DODGE
 DK7056  COUNTRY     -  US
 DK7056  USGS QUAD   -  ROCK DELL (1974)
 DK7056
 DK7056                         *CURRENT SURVEY CONTROL
 DK7056  ______________________________________________________________________
 DK7056* NAD 83(1986) POSITION- 43 53 31.3    (N) 092 41 44.4    (W)   HD_HELD2  
 DK7056* NAVD 88 ORTHO HEIGHT -   369.188  (meters)    1211.24  (feet) ADJUSTED  
 DK7056  ______________________________________________________________________
 DK7056  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 DK7056  DYNAMIC HEIGHT  -        369.100 (meters)     1210.96  (feet) COMP
 DK7056  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 DK7056
 DK7056  VERT ORDER      -  SECOND    CLASS I
 DK7056
 DK7056.The horizontal coordinates were established by autonomous hand held GPS
 DK7056.observations and have an estimated accuracy of +/- 10 meters.
 DK7056.
 DK7056.The orthometric height was determined by differential leveling and
 DK7056.adjusted in February 2009.
 DK7056
 DK7056.The dynamic height is computed by dividing the NAVD 88
 DK7056.geopotential number by the normal gravity value computed on the
 DK7056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7056.degrees latitude (g = 980.6199 gals.).
 DK7056
 DK7056.The modeled gravity was interpolated from observed gravity values.
 DK7056
 DK7056;                    North         East    Units  Estimated Accuracy
 DK7056;SPC MN S     -   199,952.      904,798.      MT  (+/- 10 meters HH2 GPS)
 DK7056
 DK7056                          SUPERSEDED SURVEY CONTROL
 DK7056
 DK7056.No superseded survey control is available for this station.
 DK7056
 DK7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2444359925(NAD 83)
 DK7056
 DK7056_MARKER: DB = BENCH MARK DISK
 DK7056_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7056_SP_SET: BRIDGE ABUTMENT
 DK7056_STAMPING: 2004 H 2005
 DK7056_MARK LOGO: MNHD  
 DK7056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7056+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7056
 DK7056  HISTORY     - Date     Condition        Report By
 DK7056  HISTORY     - 1951     MONUMENTED       MNHD
 DK7056  HISTORY     - 20051215 GOOD             MNDT
 DK7056
 DK7056                          STATION DESCRIPTION
 DK7056
 DK7056'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7056'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHWEST OF SALEM CORNERS,
 DK7056'7.6 MI (12.2 KM) EAST OF HAYFIELD, 3.5 MI (5.6 KM) SOUTHWEST OF ROCK
 DK7056'DELL AND 2.0 MI (3.2 KM) EAST OF OSLO.
 DK7056' 
 DK7056'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 13 IN OSLO GO
 DK7056'2.25 MI (3.6 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 210.80.
 DK7056' 
 DK7056'THE MARK IS 17.2 FT (5.2 M) SOUTH OF TRUNK HIGHWAY 30 IN THE BRIDGE
 DK7056'ABUTMENT IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 30 BRIDGE NUMBER
 DK7056'6746 SPANNING A CREEK.  THE DISK WAS SET IN THE BRIDGE DURING 1951
 DK7056'CONSTRUCTION THEN LATTER STAMPED WHEN IT WAS LEVELED TO IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6979 ***********************************************************************
 DK6979  DESIGNATION -  2004 J
 DK6979  PID         -  DK6979
 DK6979  STATE/COUNTY-  MN/DODGE
 DK6979  COUNTRY     -  US
 DK6979  USGS QUAD   -  ROCK DELL (1974)
 DK6979
 DK6979                         *CURRENT SURVEY CONTROL
 DK6979  ______________________________________________________________________
 DK6979* NAD 83(1986) POSITION- 43 53 30.5    (N) 092 40 42.2    (W)   HD_HELD2  
 DK6979* NAVD 88 ORTHO HEIGHT -   382.388  (meters)    1254.55  (feet) ADJUSTED  
 DK6979  ______________________________________________________________________
 DK6979  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 DK6979  DYNAMIC HEIGHT  -        382.298 (meters)     1254.26  (feet) COMP
 DK6979  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 DK6979
 DK6979  VERT ORDER      -  SECOND    CLASS I
 DK6979
 DK6979.The horizontal coordinates were established by autonomous hand held GPS
 DK6979.observations and have an estimated accuracy of +/- 10 meters.
 DK6979.
 DK6979.The orthometric height was determined by differential leveling and
 DK6979.adjusted in February 2009.
 DK6979
 DK6979.Photographs are available for this station.
 DK6979
 DK6979.The dynamic height is computed by dividing the NAVD 88
 DK6979.geopotential number by the normal gravity value computed on the
 DK6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6979.degrees latitude (g = 980.6199 gals.).
 DK6979
 DK6979.The modeled gravity was interpolated from observed gravity values.
 DK6979
 DK6979;                    North         East    Units  Estimated Accuracy
 DK6979;SPC MN S     -   199,949.      906,187.      MT  (+/- 10 meters HH2 GPS)
 DK6979
 DK6979                          SUPERSEDED SURVEY CONTROL
 DK6979
 DK6979.No superseded survey control is available for this station.
 DK6979
 DK6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2583159906(NAD 83)
 DK6979
 DK6979_MARKER: DD = SURVEY DISK
 DK6979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6979_STAMPING: 2004 J 2005
 DK6979_MARK LOGO: MNDT  
 DK6979_PROJECTION: FLUSH
 DK6979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6979+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 DK6979_ROD/PIPE-DEPTH:  4.3 meters
 DK6979
 DK6979  HISTORY     - Date     Condition        Report By
 DK6979  HISTORY     - 20051213 MONUMENTED       MNDT
 DK6979
 DK6979                          STATION DESCRIPTION
 DK6979
 DK6979'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6979'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF SALEM
 DK6979'CORNERS, 7.2 MI (11.6 KM) WEST-NORTHWEST OF HIGH FOREST, 2.8 MI (4.5
 DK6979'KM) SOUTHWEST OF ROCK DELL AND 3.0 MI (4.8 KM) EAST OF OSLO.
 DK6979' 
 DK6979'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 13 IN OSLO GO
 DK6979'3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 212.70.
 DK6979' 
 DK6979'THE MARK IS 68.1 FT (20.8 M) SOUTH OF TRUNK HIGHWAY 30, 24.6 FT (7.5
 DK6979'M) WEST OF A FIELD ENTRANCE AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS
 DK6979'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK6979'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7063 ***********************************************************************
 DK7063  DESIGNATION -  2005 F 1
 DK7063  PID         -  DK7063
 DK7063  STATE/COUNTY-  MN/DODGE
 DK7063  COUNTRY     -  US
 DK7063  USGS QUAD   -  HAYFIELD (1966)
 DK7063
 DK7063                         *CURRENT SURVEY CONTROL
 DK7063  ______________________________________________________________________
 DK7063* NAD 83(1986) POSITION- 43 53 21.2    (N) 092 51 32.7    (W)   HD_HELD2  
 DK7063* NAVD 88 ORTHO HEIGHT -   396.739  (meters)    1301.63  (feet) ADJUSTED  
 DK7063  ______________________________________________________________________
 DK7063  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 DK7063  DYNAMIC HEIGHT  -        396.651 (meters)     1301.35  (feet) COMP
 DK7063  MODELED GRAVITY -    980,386.3   (mgal)                       NAVD 88
 DK7063
 DK7063  VERT ORDER      -  SECOND    CLASS I
 DK7063
 DK7063.The horizontal coordinates were established by autonomous hand held GPS
 DK7063.observations and have an estimated accuracy of +/- 10 meters.
 DK7063.
 DK7063.The orthometric height was determined by differential leveling and
 DK7063.adjusted in February 2009.
 DK7063
 DK7063.The dynamic height is computed by dividing the NAVD 88
 DK7063.geopotential number by the normal gravity value computed on the
 DK7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7063.degrees latitude (g = 980.6199 gals.).
 DK7063
 DK7063.The modeled gravity was interpolated from observed gravity values.
 DK7063
 DK7063;                    North         East    Units  Estimated Accuracy
 DK7063;SPC MN S     -   199,444.      891,674.      MT  (+/- 10 meters HH2 GPS)
 DK7063
 DK7063                          SUPERSEDED SURVEY CONTROL
 DK7063
 DK7063.No superseded survey control is available for this station.
 DK7063
 DK7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1131859578(NAD 83)
 DK7063
 DK7063_MARKER: DB = BENCH MARK DISK
 DK7063_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7063_SP_SET: BOX CULVERT
 DK7063_STAMPING: 2005 F 1 1978
 DK7063_MARK LOGO: MNHD  
 DK7063_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7063+STABILITY: SURFACE MOTION
 DK7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7063+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2005
 DK7063
 DK7063  HISTORY     - Date     Condition        Report By
 DK7063  HISTORY     - 1978     MONUMENTED       MNHD
 DK7063  HISTORY     - 20051215 GOOD             MNDT
 DK7063
 DK7063                          STATION DESCRIPTION
 DK7063
 DK7063'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK7063'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF
 DK7063'SARGEANT, 4.7 MI (7.6 KM) NORTH OF WALTHAM AND 0.2 MI (0.3 KM)
 DK7063'SOUTHWEST OF HAYFIELD.
 DK7063' 
 DK7063'THE MARK IS 0.2 MI (0.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 30
 DK7063'AND TRUNK HIGHWAY 56 AT TRUNK HIGHWAY 56 MILE POINT 46.15.
 DK7063' 
 DK7063'THE MARK IS 113 FT (34.4 M) SOUTHWEST OF A POWER POLE, 89 FT (27.1 M)
 DK7063'NORTHWEST OF A RIGHT-OF-WAY POST, 41 FT (12.5 M) EAST OF TRUNK HIGHWAY
 DK7063'56, IN SOUTHEAST CORNER OF A TRUNK HIGHWAY 56 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4766 ***********************************************************************
 DF4766  DESIGNATION -  2005 G
 DF4766  PID         -  DF4766
 DF4766  STATE/COUNTY-  MN/DODGE
 DF4766  COUNTRY     -  US
 DF4766  USGS QUAD   -  HAYFIELD (1966)
 DF4766
 DF4766                         *CURRENT SURVEY CONTROL
 DF4766  ______________________________________________________________________
 DF4766* NAD 83(2007) POSITION- 43 53 51.99504(N) 092 51 32.05025(W)   ADJUSTED  
 DF4766* NAD 83(2007) ELLIP HT-   371.387 (meters)        (02/10/07)   ADJUSTED
 DF4766* NAD 83(2007) EPOCH   -  2002.00
 DF4766* NAVD 88 ORTHO HEIGHT -   400.832  (meters)    1315.06  (feet) ADJUSTED  
 DF4766  ______________________________________________________________________
 DF4766  NAD 83(2007) X  -   -229,613.089 (meters)                     COMP
 DF4766  NAD 83(2007) Y  - -4,597,897.017 (meters)                     COMP
 DF4766  NAD 83(2007) Z  -  4,400,171.689 (meters)                     COMP
 DF4766  LAPLACE CORR    -         -8.63  (seconds)                    DEFLEC09
 DF4766  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 DF4766  DYNAMIC HEIGHT  -        400.744 (meters)     1314.77  (feet) COMP
 DF4766  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 DF4766
 DF4766  VERT ORDER      -  SECOND    CLASS I
 DF4766
 DF4766  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4766  Type                                         Horiz  Ellip  Dist(km)
 DF4766  -------------------------------------------------------------------
 DF4766  NETWORK                                       0.97   0.86
 DF4766  -------------------------------------------------------------------
 DF4766  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.17   0.96     10.07
 DF4766  -------------------------------------------------------------------
 DF4766  NOTE: Click here for information on individual local accuracy
 DF4766  values and other accuracy information.
 DF4766
 DF4766
 DF4766.The horizontal coordinates were established by GPS observations
 DF4766.and adjusted by the National Geodetic Survey in February 2007.
 DF4766
 DF4766.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4766.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4766
 DF4766.The horizontal coordinates are valid at the epoch date displayed above
 DF4766.which is a decimal equivalence of Year/Month/Day.
 DF4766
 DF4766.The orthometric height was determined by differential leveling and
 DF4766.adjusted in February 2009.
 DF4766
 DF4766.No vertical observational check was made to the station.
 DF4766
 DF4766.Photographs are available for this station.
 DF4766
 DF4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4766
 DF4766.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4766
 DF4766.The ellipsoidal height was determined by GPS observations
 DF4766.and is referenced to NAD 83.
 DF4766
 DF4766.The dynamic height is computed by dividing the NAVD 88
 DF4766.geopotential number by the normal gravity value computed on the
 DF4766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4766.degrees latitude (g = 980.6199 gals.).
 DF4766
 DF4766.The modeled gravity was interpolated from observed gravity values.
 DF4766
 DF4766. The following values were computed from the NAD 83(2007) position.
 DF4766
 DF4766;                    North         East     Units Scale Factor Converg.
 DF4766;SPC MN S     -   200,394.076   891,674.980   MT  0.99997717   +0 47 59.4
 DF4766;SPC MN S     -   657,459.56  2,925,437.00   sFT  0.99997717   +0 47 59.4
 DF4766;UTM  15      - 4,860,528.867   511,331.744   MT  0.99960158   +0 05 52.2
 DF4766
 DF4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4766!SPC MN S     -   0.99994177  x   0.99997717  =   0.99991894
 DF4766!UTM  15      -   0.99994177  x   0.99960158  =   0.99954337
 DF4766
 DF4766                          SUPERSEDED SURVEY CONTROL
 DF4766
 DF4766  NAD 83(1996)-  43 53 51.99448(N)    092 51 32.04951(W) AD(       ) 1
 DF4766  ELLIP H (04/02/03)  371.442  (m)                       GP(       ) 3 2
 DF4766  NAVD 88 (04/02/03)  400.8    (m)  GEOID99 model used   GPS OBS        
 DF4766
 DF4766.Superseded values are not recommended for survey control.
 DF4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4766.See file dsdata.txt to determine how the superseded data were derived.
 DF4766
 DF4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1133160528(NAD 83)
 DF4766
 DF4766_MARKER: DB = BENCH MARK DISK
 DF4766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4766_STAMPING: 2005 G 1971
 DF4766_MARK LOGO: MNHD  
 DF4766_PROJECTION: FLUSH
 DF4766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4766+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2005
 DF4766
 DF4766  HISTORY     - Date     Condition        Report By
 DF4766  HISTORY     - 1971     MONUMENTED       MNHD
 DF4766  HISTORY     - 20000401 GOOD             MNDT
 DF4766  HISTORY     - 20051214 GOOD             MNDT
 DF4766
 DF4766                          STATION DESCRIPTION
 DF4766
 DF4766'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4766'THE MARK WAS RECOVERED 0.5 MI (0.8 KM) NW OF HAYFIELD, 0.4 MI (0.6 KM)
 DF4766'NORTH OF JCT OF TH 56 AND TH 30, 153 FT (46.6 M) SOUTH OF P-POLE, 103
 DF4766'FT (31.4 M) SOUTH OF R/W POST, 71 FT (21.6 M) EAST OF TH 56, 11 FT
 DF4766'(3.4 M) NORTH OF P-POLE, 0.6 FT (18.3 CM) WEST OF WIT POST, AT TH 56
 DF4766'STA 19+78
 DF4766
 DF4766                          STATION RECOVERY (2005)
 DF4766
 DF4766'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DF4766'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DF4766'SARGEANT, 5.3 MI (8.5 KM) NORTH OF WALTHAM AND 0.5 MI (0.8 KM)
 DF4766'NORTHWEST OF HAYFIELD.
 DF4766' 
 DF4766'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 56 GO 0.4 MI
 DF4766'(0.6 KM) NORTH TO TRUNK HIGHWAY 56 MILE POINT 46.25 AND STATION 19+78.
 DF4766'THE MARK IS 71.5 FT (21.8 M) SOUTH OF A POWER POLE, 71 FT (21.6 M)
 DF4766'EAST OF TRUNK HIGHWAY 56 AND 2.2 FT (0.7 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2830 ***********************************************************************
 AE2830  DESIGNATION -  2006 A
 AE2830  PID         -  AE2830
 AE2830  STATE/COUNTY-  MN/GOODHUE
 AE2830  COUNTRY     -  US
 AE2830  USGS QUAD   -  WEST CONCORD (1965)
 AE2830
 AE2830                         *CURRENT SURVEY CONTROL
 AE2830  ______________________________________________________________________
 AE2830* NAD 83(1986) POSITION- 44 11 50.00   (N) 092 55 26.00   (W)   HD_HELD1  
 AE2830* NAVD 88 ORTHO HEIGHT -   372.021  (meters)    1220.54  (feet) ADJUSTED  
 AE2830  ______________________________________________________________________
 AE2830  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 AE2830  DYNAMIC HEIGHT  -        371.957 (meters)     1220.33  (feet) COMP
 AE2830  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 AE2830
 AE2830  VERT ORDER      -  SECOND    CLASS I
 AE2830
 AE2830.The horizontal coordinates were established by differentially corrected
 AE2830.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2830.
 AE2830.The orthometric height was determined by differential leveling and
 AE2830.adjusted in December 1997.
 AE2830
 AE2830.Photographs are available for this station.
 AE2830
 AE2830.The dynamic height is computed by dividing the NAVD 88
 AE2830.geopotential number by the normal gravity value computed on the
 AE2830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2830.degrees latitude (g = 980.6199 gals.).
 AE2830
 AE2830.The modeled gravity was interpolated from observed gravity values.
 AE2830
 AE2830;                    North         East    Units  Estimated Accuracy
 AE2830;SPC MN S     -   233,591.2     886,016.4     MT  (+/- 3 meters HH1 GPS) 
 AE2830
 AE2830                          SUPERSEDED SURVEY CONTROL
 AE2830
 AE2830  NGVD 29 (12/11/97)  372.000  (m)         1220.47   (f) ADJUSTED    2 1
 AE2830
 AE2830.Superseded values are not recommended for survey control.
 AE2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2830.See file dsdata.txt to determine how the superseded data were derived.
 AE2830
 AE2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0608193781(NAD 83)
 AE2830
 AE2830_MARKER: DV = VERTICAL CONTROL DISK
 AE2830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2830_STAMPING: 2006 A 1983
 AE2830_MARK LOGO: MNDT  
 AE2830_PROJECTION: FLUSH
 AE2830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2830+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2830
 AE2830  HISTORY     - Date     Condition        Report By
 AE2830  HISTORY     - 1983     MONUMENTED       MNDT
 AE2830  HISTORY     - 20010915 GOOD             USPSQD
 AE2830  HISTORY     - 20020425 GOOD             MNDT
 AE2830  HISTORY     - 20090610 GOOD             MNDT
 AE2830
 AE2830                          STATION DESCRIPTION
 AE2830
 AE2830'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2830'THE MARK IS LOCATED ABOUT 3 MILES NORTH-NORTHWEST OF THE TOWN OF WEST
 AE2830'CONCORD, IN THE SE 1/4 OF SECTION 36, T109N, R18W, 3.45 MILES NORTH
 AE2830'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK
 AE2830'HIGHWAY 56) AND MAIN STREET IN WEST CONCORD, 48.5 FEET EAST OF THE
 AE2830'CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 68.8, 40 FEET NORTH OF THE
 AE2830'CENTER OF A ROAD, AT THE DODGE - GOODHUE COUNTYLINE, 6.5 FEET NORTH OF
 AE2830'A POWER POLE, AND 0.2 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 AE2830'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2006 A
 AE2830'1983---, IS SET ON THE TOP OF A DRIVEN ALUMINUM ROD THAT PROJECTS 0.2
 AE2830'FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT ABOVE THE
 AE2830'LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 AE2830'MAGNETIC.
 AE2830
 AE2830                          STATION RECOVERY (2001)
 AE2830
 AE2830'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 AE2830'CHANGE DESCRIPTION FROM 6.5 FEET NORTH OF POWER POLE TO 12 FEET
 AE2830'SOUTHWEST OF POWER POLE
 AE2830
 AE2830                          STATION RECOVERY (2002)
 AE2830
 AE2830'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 AE2830'THE MARK WAS RECOVERED IN GOOD CONDITION.
 AE2830
 AE2830                          STATION RECOVERY (2009)
 AE2830
 AE2830'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2830'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2822 ***********************************************************************
 AE2822  DESIGNATION -  2006 B
 AE2822  PID         -  AE2822
 AE2822  STATE/COUNTY-  MN/DODGE
 AE2822  COUNTRY     -  US
 AE2822  USGS QUAD   -  WEST CONCORD (1965)
 AE2822
 AE2822                         *CURRENT SURVEY CONTROL
 AE2822  ______________________________________________________________________
 AE2822* NAD 83(1986) POSITION- 44 11 12.     (N) 092 54 55.     (W)   SCALED    
 AE2822* NAVD 88 ORTHO HEIGHT -   361.852  (meters)    1187.18  (feet) ADJUSTED  
 AE2822  ______________________________________________________________________
 AE2822  GEOID HEIGHT    -        -29.13  (meters)                     GEOID09
 AE2822  DYNAMIC HEIGHT  -        361.790 (meters)     1186.97  (feet) COMP
 AE2822  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 AE2822
 AE2822  VERT ORDER      -  SECOND    CLASS I
 AE2822
 AE2822.The horizontal coordinates were scaled from a topographic map and have
 AE2822.an estimated accuracy of +/- 6 seconds.
 AE2822.
 AE2822.The orthometric height was determined by differential leveling and
 AE2822.adjusted in December 1997.
 AE2822
 AE2822.The dynamic height is computed by dividing the NAVD 88
 AE2822.geopotential number by the normal gravity value computed on the
 AE2822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2822.degrees latitude (g = 980.6199 gals.).
 AE2822
 AE2822.The modeled gravity was interpolated from observed gravity values.
 AE2822
 AE2822;                    North         East    Units  Estimated Accuracy
 AE2822;SPC MN S     -   232,430.      886,720.      MT  (+/- 180 meters Scaled)
 AE2822
 AE2822                          SUPERSEDED SURVEY CONTROL
 AE2822
 AE2822  NGVD 29 (12/11/97)  361.832  (m)         1187.11   (f) ADJUSTED    2 1
 AE2822
 AE2822.Superseded values are not recommended for survey control.
 AE2822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2822.See file dsdata.txt to determine how the superseded data were derived.
 AE2822
 AE2822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ067926(NAD 83)
 AE2822
 AE2822_MARKER: DD = SURVEY DISK
 AE2822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2822_STAMPING: 2006 B 1983
 AE2822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2822
 AE2822  HISTORY     - Date     Condition        Report By
 AE2822  HISTORY     - 1983     MONUMENTED       MNDT
 AE2822
 AE2822                          STATION DESCRIPTION
 AE2822
 AE2822'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2822'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE TOWN OF WEST
 AE2822'CONCORD, IN THE SW 1/4 OF SECTION 6, T108N, R17W, 2.5 MILES NORTH
 AE2822'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK
 AE2822'HIGHWAY 56) AND MAIN STREET IN WEST CONCORD, 74.5 FEET WEST OF THE
 AE2822'CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 67.95, 2.0 FEET NORTH OF A
 AE2822'STEEL RIGHT-OF-WAY POST, AND 0.3 FOOT NORTHEAST OF A STEEL WITNESS
 AE2822'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 AE2822'DISK STAMPED---2006 B 1983---, IS SET ON THE TOP OF A DRIVEN ALUMINUM
 AE2822'ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 AE2822'ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE
 AE2822'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2849 ***********************************************************************
 AE2849  DESIGNATION -  2006 C
 AE2849  PID         -  AE2849
 AE2849  STATE/COUNTY-  MN/DODGE
 AE2849  COUNTRY     -  US
 AE2849  USGS QUAD   -  WEST CONCORD (1965)
 AE2849
 AE2849                         *CURRENT SURVEY CONTROL
 AE2849  ______________________________________________________________________
 AE2849* NAD 83(2007) POSITION- 44 10 04.30305(N) 092 54 08.64524(W)   ADJUSTED  
 AE2849* NAD 83(2007) ELLIP HT-   341.259 (meters)        (02/10/07)   ADJUSTED
 AE2849* NAD 83(2007) EPOCH   -  2002.00
 AE2849* NAVD 88 ORTHO HEIGHT -   370.437  (meters)    1215.34  (feet) ADJUSTED  
 AE2849  ______________________________________________________________________
 AE2849  NAD 83(2007) X  -   -232,046.369 (meters)                     COMP
 AE2849  NAD 83(2007) Y  - -4,576,866.300 (meters)                     COMP
 AE2849  NAD 83(2007) Z  -  4,421,727.367 (meters)                     COMP
 AE2849  LAPLACE CORR    -         -9.19  (seconds)                    DEFLEC09
 AE2849  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 AE2849  DYNAMIC HEIGHT  -        370.371 (meters)     1215.13  (feet) COMP
 AE2849  MODELED GRAVITY -    980,430.2   (mgal)                       NAVD 88
 AE2849
 AE2849  VERT ORDER      -  SECOND    CLASS I
 AE2849
 AE2849  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2849  Type                                         Horiz  Ellip  Dist(km)
 AE2849  -------------------------------------------------------------------
 AE2849  NETWORK                                       0.92   0.84
 AE2849  -------------------------------------------------------------------
 AE2849  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.07   0.90      8.44
 AE2849  -------------------------------------------------------------------
 AE2849  NOTE: Click here for information on individual local accuracy
 AE2849  values and other accuracy information.
 AE2849
 AE2849
 AE2849.The horizontal coordinates were established by GPS observations
 AE2849.and adjusted by the National Geodetic Survey in February 2007.
 AE2849
 AE2849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2849.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2849
 AE2849.The horizontal coordinates are valid at the epoch date displayed above
 AE2849.which is a decimal equivalence of Year/Month/Day.
 AE2849
 AE2849.The orthometric height was determined by differential leveling and
 AE2849.adjusted in December 1997.
 AE2849
 AE2849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2849
 AE2849.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2849
 AE2849.The ellipsoidal height was determined by GPS observations
 AE2849.and is referenced to NAD 83.
 AE2849
 AE2849.The dynamic height is computed by dividing the NAVD 88
 AE2849.geopotential number by the normal gravity value computed on the
 AE2849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2849.degrees latitude (g = 980.6199 gals.).
 AE2849
 AE2849.The modeled gravity was interpolated from observed gravity values.
 AE2849
 AE2849. The following values were computed from the NAD 83(2007) position.
 AE2849
 AE2849;                    North         East     Units Scale Factor Converg.
 AE2849;SPC MN S     -   230,352.187   887,777.617   MT  0.99993890   +0 46 09.6
 AE2849;SPC MN S     -   755,747.13  2,912,650.40   sFT  0.99993890   +0 46 09.6
 AE2849;UTM  15      - 4,890,521.804   507,802.781   MT  0.99960075   +0 04 04.8
 AE2849
 AE2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2849!SPC MN S     -   0.99994649  x   0.99993890  =   0.99988540
 AE2849!UTM  15      -   0.99994649  x   0.99960075  =   0.99954726
 AE2849
 AE2849                          SUPERSEDED SURVEY CONTROL
 AE2849
 AE2849  NAD 83(1996)-  44 10 04.30244(N)    092 54 08.64466(W) AD(       ) 1
 AE2849  ELLIP H (04/02/03)  341.310  (m)                       GP(       ) 3 2
 AE2849  NAVD 88 (04/02/03)  370.44   (m)         1215.4    (f) LEVELING    3  
 AE2849  NGVD 29 (12/11/97)  370.416  (m)         1215.27   (f) ADJUSTED    2 1
 AE2849
 AE2849.Superseded values are not recommended for survey control.
 AE2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2849.See file dsdata.txt to determine how the superseded data were derived.
 AE2849
 AE2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0780290521(NAD 83)
 AE2849
 AE2849_MARKER: DD = SURVEY DISK
 AE2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2849_STAMPING: 2006 C 1983
 AE2849_MARK LOGO: MNDT  
 AE2849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2849+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 AE2849
 AE2849  HISTORY     - Date     Condition        Report By
 AE2849  HISTORY     - 1983     MONUMENTED       MNDT
 AE2849  HISTORY     - 20000401 GOOD             MNDT
 AE2849
 AE2849                          STATION DESCRIPTION
 AE2849
 AE2849'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2849'THE MARK IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF WEST CONCORD, IN
 AE2849'THE NW 1/4 OF SECTION 18, T108N, R17W, 1.15 MILES NORTH ALONG TRUNK
 AE2849'HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK HIGHWAY 56) AND
 AE2849'MAIN STREET IN WEST CONCORD, 59.5 FEET EAST OF THE CENTERLINE OF TRUNK
 AE2849'HIGHWAY 56 AT MILEPOINT 66.6, 43 FEET SOUTH OF THE CENTER OF A GRAVEL
 AE2849'ROAD, AND 0.4 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AE2849'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2006 C 1983---,
 AE2849'IS SET ON THE TOP OF A DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT
 AE2849'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 AE2849'TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2849
 AE2849                          STATION RECOVERY (2000)
 AE2849
 AE2849'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AE2849'THE MARK WAS RECOVERED 1 MI (1.6 KM) NORTH OF WEST CONCORD, 1.15 MI
 AE2849'(1.85 KM) NORTH OF JCT OF TH 56 AND MAIN ST, 59.5 FT (18.1 M) EAST OF
 AE2849'TH 56, 43 FT (13.1 M) SOUTH OF GRAVEL RD, 0.4 FT (12.2 CM) WEST OF WIT
 AE2849'POST, AT TH 56 MP 66.6
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2851 ***********************************************************************
 AE2851  DESIGNATION -  2006 C 1
 AE2851  PID         -  AE2851
 AE2851  STATE/COUNTY-  MN/DODGE
 AE2851  COUNTRY     -  US
 AE2851  USGS QUAD   -  WEST CONCORD (1965)
 AE2851
 AE2851                         *CURRENT SURVEY CONTROL
 AE2851  ______________________________________________________________________
 AE2851* NAD 83(1986) POSITION- 44 10 02.     (N) 092 54 09.     (W)   SCALED    
 AE2851* NAVD 88 ORTHO HEIGHT -   371.250  (meters)    1218.01  (feet) ADJUSTED  
 AE2851  ______________________________________________________________________
 AE2851  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 AE2851  DYNAMIC HEIGHT  -        371.184 (meters)     1217.79  (feet) COMP
 AE2851  MODELED GRAVITY -    980,430.1   (mgal)                       NAVD 88
 AE2851
 AE2851  VERT ORDER      -  SECOND    CLASS I
 AE2851
 AE2851.The horizontal coordinates were scaled from a topographic map and have
 AE2851.an estimated accuracy of +/- 6 seconds.
 AE2851.
 AE2851.The orthometric height was determined by differential leveling and
 AE2851.adjusted in December 1997.
 AE2851
 AE2851.The dynamic height is computed by dividing the NAVD 88
 AE2851.geopotential number by the normal gravity value computed on the
 AE2851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2851.degrees latitude (g = 980.6199 gals.).
 AE2851
 AE2851.The modeled gravity was interpolated from observed gravity values.
 AE2851
 AE2851;                    North         East    Units  Estimated Accuracy
 AE2851;SPC MN S     -   230,280.      887,770.      MT  (+/- 180 meters Scaled)
 AE2851
 AE2851                          SUPERSEDED SURVEY CONTROL
 AE2851
 AE2851  NGVD 29 (12/11/97)  371.230  (m)         1217.94   (f) ADJUSTED    2 1
 AE2851
 AE2851.Superseded values are not recommended for survey control.
 AE2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2851.See file dsdata.txt to determine how the superseded data were derived.
 AE2851
 AE2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ077904(NAD 83)
 AE2851
 AE2851_MARKER: DV = VERTICAL CONTROL DISK
 AE2851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2851_STAMPING: 2006 C 1 1983
 AE2851_MARK LOGO: MNDT  
 AE2851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2851+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 AE2851
 AE2851  HISTORY     - Date     Condition        Report By
 AE2851  HISTORY     - 1983     MONUMENTED       MNDT
 AE2851  HISTORY     - 20020425 POOR             MNDT
 AE2851
 AE2851                          STATION DESCRIPTION
 AE2851
 AE2851'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2851'THE MARK IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF WEST CONCORD, IN
 AE2851'THE NW 1/4 OF SECTION 18, T108N, R17W, 1.1 MILES NORTH ALONG TRUNK
 AE2851'HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK HIGHWAY 56) AND
 AE2851'MAIN STREET IN WEST CONCORD, 82.5 FEET WEST OF THE CENTERLINE OF TRUNK
 AE2851'HIGHWAY 56 AT MILEPOINT 61.55, 9.5 FEET NORTH OF THE CENTER OF A
 AE2851'CEMETERY ENTRANCE, 69.5 FEET SOUTH OF A STEEL RIGHT-OF-WAY POST, AND
 AE2851'2.8 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE PILLAR. THE
 AE2851'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2851'STAMPED---2006 C 1 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 AE2851'BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 AE2851'THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A MAGNET IN THE
 AE2851'DISK MAKES THE MARK MAGNETIC.
 AE2851
 AE2851                          STATION RECOVERY (2002)
 AE2851
 AE2851'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 AE2851'THE MARK WAS RECOVERED IN POOR CONDITION FOUND MARK BENT AND DISK
 AE2851'LOOSE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2848 ***********************************************************************
 AE2848  DESIGNATION -  2006 D
 AE2848  PID         -  AE2848
 AE2848  STATE/COUNTY-  MN/DODGE
 AE2848  COUNTRY     -  US
 AE2848  USGS QUAD   -  WEST CONCORD (1965)
 AE2848
 AE2848                         *CURRENT SURVEY CONTROL
 AE2848  ______________________________________________________________________
 AE2848* NAD 83(1986) POSITION- 44 09 36.     (N) 092 53 58.     (W)   SCALED    
 AE2848* NAVD 88 ORTHO HEIGHT -   373.647  (meters)    1225.87  (feet) ADJUSTED  
 AE2848  ______________________________________________________________________
 AE2848  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 AE2848  DYNAMIC HEIGHT  -        373.580 (meters)     1225.65  (feet) COMP
 AE2848  MODELED GRAVITY -    980,428.7   (mgal)                       NAVD 88
 AE2848
 AE2848  VERT ORDER      -  SECOND    CLASS I
 AE2848
 AE2848.The horizontal coordinates were scaled from a topographic map and have
 AE2848.an estimated accuracy of +/- 6 seconds.
 AE2848.
 AE2848.The orthometric height was determined by differential leveling and
 AE2848.adjusted in December 1997.
 AE2848
 AE2848.The dynamic height is computed by dividing the NAVD 88
 AE2848.geopotential number by the normal gravity value computed on the
 AE2848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2848.degrees latitude (g = 980.6199 gals.).
 AE2848
 AE2848.The modeled gravity was interpolated from observed gravity values.
 AE2848
 AE2848;                    North         East    Units  Estimated Accuracy
 AE2848;SPC MN S     -   229,480.      888,030.      MT  (+/- 180 meters Scaled)
 AE2848
 AE2848                          SUPERSEDED SURVEY CONTROL
 AE2848
 AE2848  NGVD 29 (12/11/97)  373.627  (m)         1225.81   (f) ADJUSTED    2 1
 AE2848
 AE2848.Superseded values are not recommended for survey control.
 AE2848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2848.See file dsdata.txt to determine how the superseded data were derived.
 AE2848
 AE2848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ080896(NAD 83)
 AE2848
 AE2848_MARKER: DD = SURVEY DISK
 AE2848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2848_STAMPING: 2006 D 1983
 AE2848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2848
 AE2848  HISTORY     - Date     Condition        Report By
 AE2848  HISTORY     - 1983     MONUMENTED       MNDT
 AE2848
 AE2848                          STATION DESCRIPTION
 AE2848
 AE2848'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2848'THE MARK IS LOCATED ABOUT 1/2 MILE NORTH OF THE TOWN OF WEST CONCORD,
 AE2848'IN THE SW 1/4 OF SECTION 17, T108N, R17W, 0.55 MILE NORTH ALONG TRUNK
 AE2848'HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK HIGHWAY 56) AND
 AE2848'MAIN STREET IN WEST CONCORD, 76.5 FEET EAST OF THE CENTERLINE OF TRUNK
 AE2848'HIGHWAY 56 AT MILEPOINT 66.0, AT THE NORTH END OF A ROW OF TREES, 63.2
 AE2848'FEET EAST-SOUTHEAST OF MILEPOST 66, 2.9 FEET SOUTH OF A STEEL
 AE2848'RIGHT-OF-WAY POST, AND 0.3 FOOT WEST OF A STEEL WITNESS POST.  THE
 AE2848'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2848'STAMPED---2006 D 1983---, IS SET ON THE TOP OF A DRIVEN ALUMINUM ROD
 AE2848'THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3
 AE2848'FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES
 AE2848'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2823 ***********************************************************************
 AE2823  DESIGNATION -  2006 E
 AE2823  PID         -  AE2823
 AE2823  STATE/COUNTY-  MN/DODGE
 AE2823  COUNTRY     -  US
 AE2823  USGS QUAD   -  WEST CONCORD (1965)
 AE2823
 AE2823                         *CURRENT SURVEY CONTROL
 AE2823  ______________________________________________________________________
 AE2823* NAD 83(1986) POSITION- 44 09 07.     (N) 092 54 04.     (W)   SCALED    
 AE2823* NAVD 88 ORTHO HEIGHT -   376.039  (meters)    1233.72  (feet) ADJUSTED  
 AE2823  ______________________________________________________________________
 AE2823  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 AE2823  DYNAMIC HEIGHT  -        375.971 (meters)     1233.50  (feet) COMP
 AE2823  MODELED GRAVITY -    980,427.9   (mgal)                       NAVD 88
 AE2823
 AE2823  VERT ORDER      -  SECOND    CLASS I
 AE2823
 AE2823.The horizontal coordinates were scaled from a topographic map and have
 AE2823.an estimated accuracy of +/- 6 seconds.
 AE2823.
 AE2823.The orthometric height was determined by differential leveling and
 AE2823.adjusted in December 1997.
 AE2823
 AE2823.The dynamic height is computed by dividing the NAVD 88
 AE2823.geopotential number by the normal gravity value computed on the
 AE2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2823.degrees latitude (g = 980.6199 gals.).
 AE2823
 AE2823.The modeled gravity was interpolated from observed gravity values.
 AE2823
 AE2823;                    North         East    Units  Estimated Accuracy
 AE2823;SPC MN S     -   228,590.      887,910.      MT  (+/- 180 meters Scaled)
 AE2823
 AE2823                          SUPERSEDED SURVEY CONTROL
 AE2823
 AE2823  NGVD 29 (12/11/97)  376.019  (m)         1233.66   (f) ADJUSTED    2 1
 AE2823
 AE2823.Superseded values are not recommended for survey control.
 AE2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2823.See file dsdata.txt to determine how the superseded data were derived.
 AE2823
 AE2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ079887(NAD 83)
 AE2823
 AE2823_MARKER: DD = SURVEY DISK
 AE2823_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE2823+WITH SETTING: PAVEMENT
 AE2823_STAMPING: 2006 E 1983
 AE2823_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2823
 AE2823  HISTORY     - Date     Condition        Report By
 AE2823  HISTORY     - 1983     MONUMENTED       MNDT
 AE2823
 AE2823                          STATION DESCRIPTION
 AE2823
 AE2823'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2823'THE MARK IS LOCATED IN THE TOWN OF WEST CONCORD, IN THE NE 1/4 OF
 AE2823'SECTION 19, T108N, R17W, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 AE2823'OF MAIN STREET AND WEST 1ST STREET, IN THE TOP OF THE FOOTING OF THE
 AE2823'SOUTHEAST LEG OF THE WEST CONCORD WATER TANK.  THE MARK, A STANDARD
 AE2823'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2006 E 1983---,
 AE2823'IS SET FLUSH IN THE TOP OF THE FOOTING OF THE SOUTHEAST LEG OF THE
 AE2823'WATER TANK AND IS ABOUT LEVEL WITH WEST 1ST STREET.  A MAGNET IN THE
 AE2823'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2840 ***********************************************************************
 AE2840  DESIGNATION -  2006 H
 AE2840  PID         -  AE2840
 AE2840  STATE/COUNTY-  MN/DODGE
 AE2840  COUNTRY     -  US
 AE2840  USGS QUAD   -  CLAREMONT (1965)
 AE2840
 AE2840                         *CURRENT SURVEY CONTROL
 AE2840  ______________________________________________________________________
 AE2840* NAD 83(1986) POSITION- 44 07 27.     (N) 092 53 56.     (W)   SCALED    
 AE2840* NAVD 88 ORTHO HEIGHT -   383.913  (meters)    1259.55  (feet) ADJUSTED  
 AE2840  ______________________________________________________________________
 AE2840  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 AE2840  DYNAMIC HEIGHT  -        383.842 (meters)     1259.32  (feet) COMP
 AE2840  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 AE2840
 AE2840  VERT ORDER      -  SECOND    CLASS I
 AE2840
 AE2840.The horizontal coordinates were scaled from a topographic map and have
 AE2840.an estimated accuracy of +/- 6 seconds.
 AE2840.
 AE2840.The orthometric height was determined by differential leveling and
 AE2840.adjusted in December 1997.
 AE2840
 AE2840.The dynamic height is computed by dividing the NAVD 88
 AE2840.geopotential number by the normal gravity value computed on the
 AE2840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2840.degrees latitude (g = 980.6199 gals.).
 AE2840
 AE2840.The modeled gravity was interpolated from observed gravity values.
 AE2840
 AE2840;                    North         East    Units  Estimated Accuracy
 AE2840;SPC MN S     -   225,500.      888,120.      MT  (+/- 180 meters Scaled)
 AE2840
 AE2840                          SUPERSEDED SURVEY CONTROL
 AE2840
 AE2840  NGVD 29 (12/11/97)  383.894  (m)         1259.49   (f) ADJUSTED    2 1
 AE2840
 AE2840.Superseded values are not recommended for survey control.
 AE2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2840.See file dsdata.txt to determine how the superseded data were derived.
 AE2840
 AE2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ080856(NAD 83)
 AE2840
 AE2840_MARKER: DD = SURVEY DISK
 AE2840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2840_STAMPING: 2006 H 1983
 AE2840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2840
 AE2840  HISTORY     - Date     Condition        Report By
 AE2840  HISTORY     - 1983     MONUMENTED       MNDT
 AE2840
 AE2840                          STATION DESCRIPTION
 AE2840
 AE2840'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2840'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF WEST CONCORD,
 AE2840'IN THE NW 1/4 OF SECTION 29, T108N, R17W, 1.85 MILES SOUTH ALONG TRUNK
 AE2840'HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK HIGHWAY 56) AND
 AE2840'MAIN STREET IN WEST CONCORD, 54 FEET EAST OF THE CENTERLINE OF TRUNK
 AE2840'HIGHWAY 56 AT MILEPOINT 63.5, 137 FEET NORTH OF THE CENTER OF A GRAVEL
 AE2840'ENTRANCE, 2 FEET WEST OF A POWER POLE, AND 0.35 FOOT WEST OF A STEEL
 AE2840'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 AE2840'MONUMENT DISK STAMPED---2006 H 1983---, IS SET ON THE TOP OF A 3/4
 AE2840'INCH DIAMETER DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT ABOVE THE
 AE2840'SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK
 AE2840'HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2844 ***********************************************************************
 AE2844  DESIGNATION -  2006 H 1
 AE2844  PID         -  AE2844
 AE2844  STATE/COUNTY-  MN/DODGE
 AE2844  COUNTRY     -  US
 AE2844  USGS QUAD   -  CLAREMONT (1965)
 AE2844
 AE2844                         *CURRENT SURVEY CONTROL
 AE2844  ______________________________________________________________________
 AE2844* NAD 83(1986) POSITION- 44 07 27.     (N) 092 54 08.     (W)   SCALED    
 AE2844* NAVD 88 ORTHO HEIGHT -   382.125  (meters)    1253.69  (feet) ADJUSTED  
 AE2844  ______________________________________________________________________
 AE2844  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 AE2844  DYNAMIC HEIGHT  -        382.055 (meters)     1253.46  (feet) COMP
 AE2844  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 AE2844
 AE2844  VERT ORDER      -  SECOND    CLASS I
 AE2844
 AE2844.The horizontal coordinates were scaled from a topographic map and have
 AE2844.an estimated accuracy of +/- 6 seconds.
 AE2844.
 AE2844.The orthometric height was determined by differential leveling and
 AE2844.adjusted in December 1997.
 AE2844
 AE2844.The dynamic height is computed by dividing the NAVD 88
 AE2844.geopotential number by the normal gravity value computed on the
 AE2844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2844.degrees latitude (g = 980.6199 gals.).
 AE2844
 AE2844.The modeled gravity was interpolated from observed gravity values.
 AE2844
 AE2844;                    North         East    Units  Estimated Accuracy
 AE2844;SPC MN S     -   225,500.      887,860.      MT  (+/- 180 meters Scaled)
 AE2844
 AE2844                          SUPERSEDED SURVEY CONTROL
 AE2844
 AE2844  NGVD 29 (12/11/97)  382.106  (m)         1253.63   (f) ADJUSTED    2 1
 AE2844
 AE2844.Superseded values are not recommended for survey control.
 AE2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2844.See file dsdata.txt to determine how the superseded data were derived.
 AE2844
 AE2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ078856(NAD 83)
 AE2844
 AE2844_MARKER: DD = SURVEY DISK
 AE2844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2844_STAMPING: 2006 H 1 1983
 AE2844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2844
 AE2844  HISTORY     - Date     Condition        Report By
 AE2844  HISTORY     - 1983     MONUMENTED       MNDT
 AE2844
 AE2844                          STATION DESCRIPTION
 AE2844
 AE2844'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2844'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF WEST CONCORD,
 AE2844'IN THE NE 1/4 OF SECTION 30, T108N, R17W, 1.85 MILES SOUTH ALONG TRUNK
 AE2844'HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK HIGHWAY 56) AND
 AE2844'MAIN STREET IN WEST CONCORD, ABOUT 500 FEET WEST OF THE CENTERLINE OF
 AE2844'TRUNK HIGHWAY 56 AT MILEPOINT 63.5, 31.5 FEET NORTH OF THE CENTER OF A
 AE2844'GRAVEL ROAD, 72.5 FEET NORTH-NORTHEAST OF A TELEPHONE CABLE MARKER
 AE2844'POST, 2.1 FEET SOUTH OF A POWER POLE, AND 1.0 FOOT SOUTH OF A STEEL
 AE2844'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 AE2844'MONUMENT DISK STAMPED---2006 H 1 1983---, IS SET ON THE TOP OF A 5/8
 AE2844'INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 AE2844'THE SURFACE OF THE GROUND AND ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE
 AE2844'GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2819 ***********************************************************************
 AE2819  DESIGNATION -  2006 K 1
 AE2819  PID         -  AE2819
 AE2819  STATE/COUNTY-  MN/DODGE
 AE2819  COUNTRY     -  US
 AE2819  USGS QUAD   -  CLAREMONT (1965)
 AE2819
 AE2819                         *CURRENT SURVEY CONTROL
 AE2819  ______________________________________________________________________
 AE2819* NAD 83(2007) POSITION- 44 06 09.09064(N) 092 54 03.88489(W)   ADJUSTED  
 AE2819* NAD 83(2007) ELLIP HT-   357.174 (meters)        (02/10/07)   ADJUSTED
 AE2819* NAD 83(2007) EPOCH   -  2002.00
 AE2819* NAVD 88 ORTHO HEIGHT -   386.365  (meters)    1267.60  (feet) ADJUSTED  
 AE2819  ______________________________________________________________________
 AE2819  NAD 83(2007) X  -   -232,197.198 (meters)                     COMP
 AE2819  NAD 83(2007) Y  - -4,581,932.310 (meters)                     COMP
 AE2819  NAD 83(2007) Z  -  4,416,527.752 (meters)                     COMP
 AE2819  LAPLACE CORR    -         -9.51  (seconds)                    DEFLEC09
 AE2819  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 AE2819  DYNAMIC HEIGHT  -        386.293 (meters)     1267.36  (feet) COMP
 AE2819  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 AE2819
 AE2819  VERT ORDER      -  SECOND    CLASS I
 AE2819
 AE2819  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2819  Type                                         Horiz  Ellip  Dist(km)
 AE2819  -------------------------------------------------------------------
 AE2819  NETWORK                                       0.76   0.67
 AE2819  -------------------------------------------------------------------
 AE2819  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.95   0.78      7.26
 AE2819  -------------------------------------------------------------------
 AE2819  NOTE: Click here for information on individual local accuracy
 AE2819  values and other accuracy information.
 AE2819
 AE2819
 AE2819.The horizontal coordinates were established by GPS observations
 AE2819.and adjusted by the National Geodetic Survey in February 2007.
 AE2819
 AE2819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2819.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2819
 AE2819.The horizontal coordinates are valid at the epoch date displayed above
 AE2819.which is a decimal equivalence of Year/Month/Day.
 AE2819
 AE2819.The orthometric height was determined by differential leveling and
 AE2819.adjusted in December 1997.
 AE2819
 AE2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2819
 AE2819.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2819
 AE2819.The ellipsoidal height was determined by GPS observations
 AE2819.and is referenced to NAD 83.
 AE2819
 AE2819.The dynamic height is computed by dividing the NAVD 88
 AE2819.geopotential number by the normal gravity value computed on the
 AE2819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2819.degrees latitude (g = 980.6199 gals.).
 AE2819
 AE2819.The modeled gravity was interpolated from observed gravity values.
 AE2819
 AE2819. The following values were computed from the NAD 83(2007) position.
 AE2819
 AE2819;                    North         East     Units Scale Factor Converg.
 AE2819;SPC MN S     -   223,094.793   887,980.951   MT  0.99994614   +0 46 13.0
 AE2819;SPC MN S     -   731,936.83  2,913,317.50   sFT  0.99994614   +0 46 13.0
 AE2819;UTM  15      - 4,883,264.945   507,917.223   MT  0.99960077   +0 04 07.8
 AE2819
 AE2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2819!SPC MN S     -   0.99994400  x   0.99994614  =   0.99989014
 AE2819!UTM  15      -   0.99994400  x   0.99960077  =   0.99954479
 AE2819
 AE2819:                Primary Azimuth Mark                     Grid Az
 AE2819:SPC MN S     -  2006 T                                   005 58 22.4
 AE2819:UTM  15      -  2006 T                                   006 40 27.6
 AE2819
 AE2819|---------------------------------------------------------------------|
 AE2819| PID    Reference Object                     Distance      Geod. Az  |
 AE2819|                                                           dddmmss.s |
 AE2819| AE2821 2006 T                              APPROX. 0.8 KM 0064435.4 |
 AE2819|---------------------------------------------------------------------|
 AE2819
 AE2819                          SUPERSEDED SURVEY CONTROL
 AE2819
 AE2819  NAD 83(1996)-  44 06 09.09000(N)    092 54 03.88436(W) AD(       ) 1
 AE2819  ELLIP H (04/02/03)  357.228  (m)                       GP(       ) 3 2
 AE2819  NAVD 88 (04/02/03)  386.37   (m)         1267.6    (f) LEVELING    3  
 AE2819  NGVD 29 (12/11/97)  386.347  (m)         1267.54   (f) ADJUSTED    2 1
 AE2819
 AE2819.Superseded values are not recommended for survey control.
 AE2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2819.See file dsdata.txt to determine how the superseded data were derived.
 AE2819
 AE2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0791783264(NAD 83)
 AE2819
 AE2819_MARKER: DD = SURVEY DISK
 AE2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2819_STAMPING: 2006 K 1 1983
 AE2819_MARK LOGO: MNDT  
 AE2819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2819+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 AE2819
 AE2819  HISTORY     - Date     Condition        Report By
 AE2819  HISTORY     - 1983     MONUMENTED       MNDT
 AE2819  HISTORY     - 20000401 GOOD             MNDT
 AE2819
 AE2819                          STATION DESCRIPTION
 AE2819
 AE2819'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2819'THE MARK IS LOCATED 3.5 MILES SOUTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2819'JUNCTION WITH COUNTY ROAD 24 IN WEST CONCORD TO ITS JUNCTION WITH
 AE2819'COUNTY ROAD 20 WEST AND A TOWNSHIP ROAD EAST, AND IS IN THE SOUTHEAST
 AE2819'1/4 OF SECTION 6, T107N, R17W.  THE MARK IS ABOUT 250 FEET WEST OF THE
 AE2819'CENTERLINE OF HIGHWAY 56 AT MILEPOINT 62.05, 43.0 FEET SOUTH OF AND 6
 AE2819'FEET LOWER THAN THE CENTER OF COUNTY ROAD 20, 51.0 FEET EAST OF A
 AE2819'POWER POLE, AND 1.0 WEST OF A STEEL WITNESS POST.  THE MARK, A
 AE2819'STANDARD MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED---2006
 AE2819'K 1 1983---, IS FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY
 AE2819'15 FOOT LONG ALUMINUM ALLOY ROD, PROJECTS 0.2 FOOT ABOVE THE GROUND,
 AE2819'AND IS MAGNETIC.
 AE2819
 AE2819                          STATION RECOVERY (2000)
 AE2819
 AE2819'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AE2819'THE MARK WAS RECOVERED 3 MI (4.8 KM) SOUTH OF WEST CONCORD, 3.5 MI
 AE2819'(5.6 KM) SOUTH OF JCT OF TH 56 AND CO RD 24, IN SW QUADRANT OF JCT OF
 AE2819'TH 56 AND CO RD 20, 250 FT (76.2 M) WEST OF TH 56, 43.0 FT (13.1 M)
 AE2819'SOUTH OF CO RD 20, 51.0 FT (15.5 M) EAST OF P-POLE, 1.0 FT (0.3 M)
 AE2819'WEST OF W IT POST, AT TH 56 MP 62.05
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2818 ***********************************************************************
 AE2818  DESIGNATION -  2006 L 1
 AE2818  PID         -  AE2818
 AE2818  STATE/COUNTY-  MN/DODGE
 AE2818  COUNTRY     -  US
 AE2818  USGS QUAD   -  CLAREMONT (1965)
 AE2818
 AE2818                         *CURRENT SURVEY CONTROL
 AE2818  ______________________________________________________________________
 AE2818* NAD 83(1986) POSITION- 44 05 17.     (N) 092 54 00.     (W)   SCALED    
 AE2818* NAVD 88 ORTHO HEIGHT -   379.959  (meters)    1246.58  (feet) ADJUSTED  
 AE2818  ______________________________________________________________________
 AE2818  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 AE2818  DYNAMIC HEIGHT  -        379.887 (meters)     1246.35  (feet) COMP
 AE2818  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 AE2818
 AE2818  VERT ORDER      -  SECOND    CLASS I
 AE2818
 AE2818.The horizontal coordinates were scaled from a topographic map and have
 AE2818.an estimated accuracy of +/- 6 seconds.
 AE2818.
 AE2818.The orthometric height was determined by differential leveling and
 AE2818.adjusted in December 1997.
 AE2818
 AE2818.The dynamic height is computed by dividing the NAVD 88
 AE2818.geopotential number by the normal gravity value computed on the
 AE2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2818.degrees latitude (g = 980.6199 gals.).
 AE2818
 AE2818.The modeled gravity was interpolated from observed gravity values.
 AE2818
 AE2818;                    North         East    Units  Estimated Accuracy
 AE2818;SPC MN S     -   221,490.      888,090.      MT  (+/- 180 meters Scaled)
 AE2818
 AE2818                          SUPERSEDED SURVEY CONTROL
 AE2818
 AE2818  NGVD 29 (12/11/97)  379.941  (m)         1246.52   (f) ADJUSTED    2 1
 AE2818
 AE2818.Superseded values are not recommended for survey control.
 AE2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2818.See file dsdata.txt to determine how the superseded data were derived.
 AE2818
 AE2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ080816(NAD 83)
 AE2818
 AE2818_MARKER: DD = SURVEY DISK
 AE2818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2818_STAMPING: 2006 L 1 1983
 AE2818_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2818
 AE2818  HISTORY     - Date     Condition        Report By
 AE2818  HISTORY     - 1983     MONUMENTED       MNDT
 AE2818
 AE2818                          STATION DESCRIPTION
 AE2818
 AE2818'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2818'THE MARK IS LOCATED 4.5 MILES SOUTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2818'JUNCTION WITH COUNTY ROAD 24 IN WEST CONCORD TO ITS JUNCTION WITH
 AE2818'COUNTY ROAD 16 EAST, AND IN THE SOUTHWEST 1/4 OF SECTION 8, T107N,
 AE2818'R17W.  THE MARK IS 390 FEET EAST OF HIGHWAY 56 AT MILEPOINT 61.05,
 AE2818'45.5 FEET SOUTH OF AND 1 FOOT LOWER THAN THE CENTER OF COUNTY ROAD 16,
 AE2818'2.0 FEET WEST NORTHWEST OF A POWER POLE, AND 1.1 FEET EAST OF A STEEL
 AE2818'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL
 AE2818'CONTROL MARK DISK STAMPED---2006 L 1 1983---, IS FASTENED TO THE TOP
 AE2818'OF A DRIVEN 3/4 INCH DIAMETER BY 19.8 FOOT LONG ALUMINUM ALLOY ROD,
 AE2818'PROJECTS 0.1 FOOT ABOVE THE GROUND, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2815 ***********************************************************************
 AE2815  DESIGNATION -  2006 M
 AE2815  PID         -  AE2815
 AE2815  STATE/COUNTY-  MN/DODGE
 AE2815  COUNTRY     -  US
 AE2815  USGS QUAD   -  CLAREMONT (1965)
 AE2815
 AE2815                         *CURRENT SURVEY CONTROL
 AE2815  ______________________________________________________________________
 AE2815* NAD 83(1986) POSITION- 44 04 26.     (N) 092 53 57.     (W)   SCALED    
 AE2815* NAVD 88 ORTHO HEIGHT -   367.081  (meters)    1204.33  (feet) ADJUSTED  
 AE2815  ______________________________________________________________________
 AE2815  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 AE2815  DYNAMIC HEIGHT  -        367.011 (meters)     1204.10  (feet) COMP
 AE2815  MODELED GRAVITY -    980,416.8   (mgal)                       NAVD 88
 AE2815
 AE2815  VERT ORDER      -  SECOND    CLASS I
 AE2815
 AE2815.The horizontal coordinates were scaled from a topographic map and have
 AE2815.an estimated accuracy of +/- 6 seconds.
 AE2815.
 AE2815.The orthometric height was determined by differential leveling and
 AE2815.adjusted in December 1997.
 AE2815
 AE2815.The dynamic height is computed by dividing the NAVD 88
 AE2815.geopotential number by the normal gravity value computed on the
 AE2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2815.degrees latitude (g = 980.6199 gals.).
 AE2815
 AE2815.The modeled gravity was interpolated from observed gravity values.
 AE2815
 AE2815;                    North         East    Units  Estimated Accuracy
 AE2815;SPC MN S     -   219,920.      888,180.      MT  (+/- 180 meters Scaled)
 AE2815
 AE2815                          SUPERSEDED SURVEY CONTROL
 AE2815
 AE2815  NGVD 29 (12/11/97)  367.064  (m)         1204.28   (f) ADJUSTED    2 1
 AE2815
 AE2815.Superseded values are not recommended for survey control.
 AE2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2815.See file dsdata.txt to determine how the superseded data were derived.
 AE2815
 AE2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ080800(NAD 83)
 AE2815
 AE2815_MARKER: DD = SURVEY DISK
 AE2815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2815_STAMPING: 2006 M 1983
 AE2815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2815
 AE2815  HISTORY     - Date     Condition        Report By
 AE2815  HISTORY     - 1983     MONUMENTED       MNDT
 AE2815
 AE2815                          STATION DESCRIPTION
 AE2815
 AE2815'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2815'THE MARK IS LOCATED 1.5 MILES NORTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2815'JUNCTION WITH TRUNK HIGHWAY 14 NORTHWEST OF DODGE CENTER, IN THE
 AE2815'NORTHWEST 1/4 OF SECTION 17, T107N, R17W.  THE MARK IS 47.7 FEET EAST
 AE2815'OF AND 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 56, 97.8 FEET
 AE2815'NORTH-NORTHEAST OF HIGHWAY MILEPOST 60, 3.0 FEET SOUTH OF A
 AE2815'RIGHT-OF-WAY POST, 2.0 FEET WEST OF A FENCE CORNER, AND 0.5 FOOT WEST
 AE2815'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY
 AE2815'VERTICAL CONTROL MARK DISK STAMPED---2006 M 1983---, IS FASTENED TO
 AE2815'THE TOP OF A DRIVEN 3/4 INCH DIAMETER ALUMINUM ALLOY ROD, PROJECTS 0.1
 AE2815'FOOT ABOVE THE GROUND, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2814 ***********************************************************************
 AE2814  DESIGNATION -  2006 N 1
 AE2814  PID         -  AE2814
 AE2814  STATE/COUNTY-  MN/DODGE
 AE2814  COUNTRY     -  US
 AE2814  USGS QUAD   -  CLAREMONT (1965)
 AE2814
 AE2814                         *CURRENT SURVEY CONTROL
 AE2814  ______________________________________________________________________
 AE2814* NAD 83(1986) POSITION- 44 03 58.     (N) 092 53 48.     (W)   SCALED    
 AE2814* NAVD 88 ORTHO HEIGHT -   372.090  (meters)    1220.77  (feet) ADJUSTED  
 AE2814  ______________________________________________________________________
 AE2814  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 AE2814  DYNAMIC HEIGHT  -        372.019 (meters)     1220.53  (feet) COMP
 AE2814  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 AE2814
 AE2814  VERT ORDER      -  SECOND    CLASS I
 AE2814
 AE2814.The horizontal coordinates were scaled from a topographic map and have
 AE2814.an estimated accuracy of +/- 6 seconds.
 AE2814.
 AE2814.The orthometric height was determined by differential leveling and
 AE2814.adjusted in December 1997.
 AE2814
 AE2814.The dynamic height is computed by dividing the NAVD 88
 AE2814.geopotential number by the normal gravity value computed on the
 AE2814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2814.degrees latitude (g = 980.6199 gals.).
 AE2814
 AE2814.The modeled gravity was interpolated from observed gravity values.
 AE2814
 AE2814;                    North         East    Units  Estimated Accuracy
 AE2814;SPC MN S     -   219,050.      888,390.      MT  (+/- 180 meters Scaled)
 AE2814
 AE2814                          SUPERSEDED SURVEY CONTROL
 AE2814
 AE2814  NGVD 29 (12/11/97)  372.073  (m)         1220.71   (f) ADJUSTED    2 1
 AE2814
 AE2814.Superseded values are not recommended for survey control.
 AE2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2814.See file dsdata.txt to determine how the superseded data were derived.
 AE2814
 AE2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ082792(NAD 83)
 AE2814
 AE2814_MARKER: DV = VERTICAL CONTROL DISK
 AE2814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2814_STAMPING: 2006 N 1 1983
 AE2814_MARK LOGO: MNDT  
 AE2814_PROJECTION: FLUSH
 AE2814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2814+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2000
 AE2814_ROD/PIPE-DEPTH:  6.1 meters
 AE2814
 AE2814  HISTORY     - Date     Condition        Report By
 AE2814  HISTORY     - 1983     MONUMENTED       MNDT
 AE2814  HISTORY     - 20000917 GOOD             MNDT
 AE2814
 AE2814                          STATION DESCRIPTION
 AE2814
 AE2814'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2814'THE MARK IS LOCATED 1.0 MILE NORTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2814'JUNCTION WITH TRUNK HIGHWAY 14 NORTHWEST OF DODGE CENTER, THENCE EAST
 AE2814'ALONG A GRAVEL ROAD FOR ABOUT 400 FEET, IN THE NORTHWEST CORNER OF
 AE2814'SECTION 20, T107N, R17W.  THE MARK IS 380.0 FEET EAST OF HIGHWAY 56 AT
 AE2814'MILEPOINT 59.5, 44.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER OF
 AE2814'A GRAVEL ROAD, 2.0 FEET NORTH-NORTHWEST OF A POWER POLE, AND 1.0 FOOT
 AE2814'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2814'ALLOY VERTICAL CONTROL MARK DISK STAMPED---2006 N 1 1983---, IS
 AE2814'FASTENED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 20 FOOT LONG
 AE2814'ALUMINUM ALLOY ROD, PROJECTS 0.4 FOOT ABOVE THE GROUND, AND IS
 AE2814'MAGNETIC.
 AE2814
 AE2814                          STATION RECOVERY (2000)
 AE2814
 AE2814'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AE2814'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2812 ***********************************************************************
 AE2812  DESIGNATION -  2006 P
 AE2812  PID         -  AE2812
 AE2812  STATE/COUNTY-  MN/DODGE
 AE2812  COUNTRY     -  US
 AE2812  USGS QUAD   -  CLAREMONT (1965)
 AE2812
 AE2812                         *CURRENT SURVEY CONTROL
 AE2812  ______________________________________________________________________
 AE2812* NAD 83(1986) POSITION- 44 03 32.     (N) 092 53 55.     (W)   SCALED    
 AE2812* NAVD 88 ORTHO HEIGHT -   383.967  (meters)    1259.73  (feet) ADJUSTED  
 AE2812  ______________________________________________________________________
 AE2812  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 AE2812  DYNAMIC HEIGHT  -        383.893 (meters)     1259.49  (feet) COMP
 AE2812  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 AE2812
 AE2812  VERT ORDER      -  SECOND    CLASS I
 AE2812
 AE2812.The horizontal coordinates were scaled from a topographic map and have
 AE2812.an estimated accuracy of +/- 6 seconds.
 AE2812.
 AE2812.The orthometric height was determined by differential leveling and
 AE2812.adjusted in December 1997.
 AE2812
 AE2812.The dynamic height is computed by dividing the NAVD 88
 AE2812.geopotential number by the normal gravity value computed on the
 AE2812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2812.degrees latitude (g = 980.6199 gals.).
 AE2812
 AE2812.The modeled gravity was interpolated from observed gravity values.
 AE2812
 AE2812;                    North         East    Units  Estimated Accuracy
 AE2812;SPC MN S     -   218,250.      888,240.      MT  (+/- 180 meters Scaled)
 AE2812
 AE2812                          SUPERSEDED SURVEY CONTROL
 AE2812
 AE2812  NGVD 29 (12/11/97)  383.950  (m)         1259.68   (f) ADJUSTED    2 1
 AE2812
 AE2812.Superseded values are not recommended for survey control.
 AE2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2812.See file dsdata.txt to determine how the superseded data were derived.
 AE2812
 AE2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ081784(NAD 83)
 AE2812
 AE2812_MARKER: DD = SURVEY DISK
 AE2812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2812_STAMPING: 2006 P 1983
 AE2812_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2812
 AE2812  HISTORY     - Date     Condition        Report By
 AE2812  HISTORY     - 1983     MONUMENTED       MNDT
 AE2812
 AE2812                          STATION DESCRIPTION
 AE2812
 AE2812'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2812'THE MARK IS LOCATED 0.5 MILE NORTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2812'JUNCTION WITH TRUNK HIGHWAY 14 NORTHWEST OF DODGE CENTER, NEAR THE
 AE2812'WEST QUARTER CORNER OF SECTION 20, T107N, R17W.  THE MARK IS 75.0 FEET
 AE2812'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 56, 103.1 FEET
 AE2812'NORTHEAST OF HIGHWAY 56 MILEPOST 59, 46.6 FEET SOUTHEAST OF A WOOD
 AE2812'TELEPHONE CABLE MARKER POST, 12.5 FEET WEST OF A WOOD POST, 16 FEET
 AE2812'NORTH OF THE CENTER OF A FIELD ENTRANCE, AND 0.7 FEET EAST OF A STEEL
 AE2812'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY VERTICAL
 AE2812'CONTROL MARK DISK STAMPED---2006 P 1983---, IS FASTENED TO THE TOP OF
 AE2812'A DRIVEN 5/8 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD, FLUSH
 AE2812'WITH THE GROUND, AND IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2850 ***********************************************************************
 AE2850  DESIGNATION -  2006 Q
 AE2850  PID         -  AE2850
 AE2850  STATE/COUNTY-  MN/DODGE
 AE2850  COUNTRY     -  US
 AE2850  USGS QUAD   -  WEST CONCORD (1965)
 AE2850
 AE2850                         *CURRENT SURVEY CONTROL
 AE2850  ______________________________________________________________________
 AE2850* NAD 83(1986) POSITION- 44 10 30.     (N) 092 54 24.     (W)   SCALED    
 AE2850* NAVD 88 ORTHO HEIGHT -   360.149  (meters)    1181.59  (feet) ADJUSTED  
 AE2850  ______________________________________________________________________
 AE2850  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 AE2850  DYNAMIC HEIGHT  -        360.085 (meters)     1181.38  (feet) COMP
 AE2850  MODELED GRAVITY -    980,431.8   (mgal)                       NAVD 88
 AE2850
 AE2850  VERT ORDER      -  SECOND    CLASS I
 AE2850
 AE2850.The horizontal coordinates were scaled from a topographic map and have
 AE2850.an estimated accuracy of +/- 6 seconds.
 AE2850.
 AE2850.The orthometric height was determined by differential leveling and
 AE2850.adjusted in December 1997.
 AE2850
 AE2850.The dynamic height is computed by dividing the NAVD 88
 AE2850.geopotential number by the normal gravity value computed on the
 AE2850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2850.degrees latitude (g = 980.6199 gals.).
 AE2850
 AE2850.The modeled gravity was interpolated from observed gravity values.
 AE2850
 AE2850;                    North         East    Units  Estimated Accuracy
 AE2850;SPC MN S     -   231,140.      887,430.      MT  (+/- 180 meters Scaled)
 AE2850
 AE2850                          SUPERSEDED SURVEY CONTROL
 AE2850
 AE2850  NGVD 29 (12/11/97)  360.128  (m)         1181.52   (f) ADJUSTED    2 1
 AE2850
 AE2850.Superseded values are not recommended for survey control.
 AE2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2850.See file dsdata.txt to determine how the superseded data were derived.
 AE2850
 AE2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ074913(NAD 83)
 AE2850
 AE2850_MARKER: DD = SURVEY DISK
 AE2850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2850_STAMPING: 2006 Q 1983
 AE2850_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2850
 AE2850  HISTORY     - Date     Condition        Report By
 AE2850  HISTORY     - 1983     MONUMENTED       MNDT
 AE2850
 AE2850                          STATION DESCRIPTION
 AE2850
 AE2850'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2850'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF WEST
 AE2850'CONCORD, IN THE NE 1/4 OF SECTION 7, T108N, R17W, 1.65 MILES NORTH
 AE2850'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK
 AE2850'HIGHWAY 56) AND MAIN STREET IN WEST CONCORD, 161.5 FEET WEST OF THE
 AE2850'CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 67.15, 32 FEET SOUTH OF
 AE2850'THE CENTER OF A DEAD END ROAD, 2 FEET NORTHEAST OF A POWER POLE, AND
 AE2850'2.0 FEET NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE2850'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2006 Q 1983---, IS
 AE2850'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 22 FOOT LONG DRIVEN ALUMINUM
 AE2850'ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 AE2850'ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE
 AE2850'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2843 ***********************************************************************
 AE2843  DESIGNATION -  2006 R
 AE2843  PID         -  AE2843
 AE2843  STATE/COUNTY-  MN/DODGE
 AE2843  COUNTRY     -  US
 AE2843  USGS QUAD   -  WEST CONCORD (1965)
 AE2843
 AE2843                         *CURRENT SURVEY CONTROL
 AE2843  ______________________________________________________________________
 AE2843* NAD 83(1986) POSITION- 44 08 20.     (N) 092 53 56.     (W)   SCALED    
 AE2843* NAVD 88 ORTHO HEIGHT -   389.730  (meters)    1278.64  (feet) ADJUSTED  
 AE2843  ______________________________________________________________________
 AE2843  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 AE2843  DYNAMIC HEIGHT  -        389.660 (meters)     1278.41  (feet) COMP
 AE2843  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 AE2843
 AE2843  VERT ORDER      -  SECOND    CLASS I
 AE2843
 AE2843.The horizontal coordinates were scaled from a topographic map and have
 AE2843.an estimated accuracy of +/- 6 seconds.
 AE2843.
 AE2843.The orthometric height was determined by differential leveling and
 AE2843.adjusted in December 1997.
 AE2843
 AE2843.The dynamic height is computed by dividing the NAVD 88
 AE2843.geopotential number by the normal gravity value computed on the
 AE2843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2843.degrees latitude (g = 980.6199 gals.).
 AE2843
 AE2843.The modeled gravity was interpolated from observed gravity values.
 AE2843
 AE2843;                    North         East    Units  Estimated Accuracy
 AE2843;SPC MN S     -   227,140.      888,100.      MT  (+/- 180 meters Scaled)
 AE2843
 AE2843                          SUPERSEDED SURVEY CONTROL
 AE2843
 AE2843  NGVD 29 (12/11/97)  389.711  (m)         1278.58   (f) ADJUSTED    2 1
 AE2843
 AE2843.Superseded values are not recommended for survey control.
 AE2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2843.See file dsdata.txt to determine how the superseded data were derived.
 AE2843
 AE2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ080873(NAD 83)
 AE2843
 AE2843_MARKER: DD = SURVEY DISK
 AE2843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2843_STAMPING: 2006 R 1983
 AE2843_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2843
 AE2843  HISTORY     - Date     Condition        Report By
 AE2843  HISTORY     - 1983     MONUMENTED       MNDT
 AE2843
 AE2843                          STATION DESCRIPTION
 AE2843
 AE2843'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2843'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF WEST CONCORD, IN
 AE2843'THE SW 1/4 OF SECTION 20, T108N, R17W, 0.85 MILE SOUTH ALONG TRUNK
 AE2843'HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK HIGHWAY 56) AND
 AE2843'MAIN STREET IN WEST CONCORD, 209 FEET EAST OF THE CENTERLINE OF TRUNK
 AE2843'HIGHWAY 56 AT MILEPOINT 64.6, 37 FEET NORTH OF THE CENTER OF A GRAVEL
 AE2843'ROAD, SOUTH OF THE SOUTHWEST CORNER OF MR BOES RESIDENCE, AND 0.9 FOOT
 AE2843'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2843'VERTICAL CONTROL MONUMENT DISK STAMPED---2006 R 1983---, IS SET ON THE
 AE2843'TOP OF A 5/8 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS
 AE2843'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL
 AE2843'OF THE GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2846 ***********************************************************************
 AE2846  DESIGNATION -  2006 S
 AE2846  PID         -  AE2846
 AE2846  STATE/COUNTY-  MN/DODGE
 AE2846  COUNTRY     -  US
 AE2846  USGS QUAD   -  WEST CONCORD (1965)
 AE2846
 AE2846                         *CURRENT SURVEY CONTROL
 AE2846  ______________________________________________________________________
 AE2846* NAD 83(1986) POSITION- 44 08 45.     (N) 092 54 13.     (W)   SCALED    
 AE2846* NAVD 88 ORTHO HEIGHT -   384.821  (meters)    1262.53  (feet) ADJUSTED  
 AE2846  ______________________________________________________________________
 AE2846  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 AE2846  DYNAMIC HEIGHT  -        384.752 (meters)     1262.31  (feet) COMP
 AE2846  MODELED GRAVITY -    980,427.5   (mgal)                       NAVD 88
 AE2846
 AE2846  VERT ORDER      -  SECOND    CLASS I
 AE2846
 AE2846.The horizontal coordinates were scaled from a topographic map and have
 AE2846.an estimated accuracy of +/- 6 seconds.
 AE2846.
 AE2846.The orthometric height was determined by differential leveling and
 AE2846.adjusted in December 1997.
 AE2846
 AE2846.The dynamic height is computed by dividing the NAVD 88
 AE2846.geopotential number by the normal gravity value computed on the
 AE2846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2846.degrees latitude (g = 980.6199 gals.).
 AE2846
 AE2846.The modeled gravity was interpolated from observed gravity values.
 AE2846
 AE2846;                    North         East    Units  Estimated Accuracy
 AE2846;SPC MN S     -   227,900.      887,710.      MT  (+/- 180 meters Scaled)
 AE2846
 AE2846                          SUPERSEDED SURVEY CONTROL
 AE2846
 AE2846  NGVD 29 (12/11/97)  384.801  (m)         1262.47   (f) ADJUSTED    2 1
 AE2846
 AE2846.Superseded values are not recommended for survey control.
 AE2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2846.See file dsdata.txt to determine how the superseded data were derived.
 AE2846
 AE2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ077880(NAD 83)
 AE2846
 AE2846_MARKER: DD = SURVEY DISK
 AE2846_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE2846_STAMPING: 2006 S 1983
 AE2846_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2846
 AE2846  HISTORY     - Date     Condition        Report By
 AE2846  HISTORY     - 1983     MONUMENTED       MNDT
 AE2846
 AE2846                          STATION DESCRIPTION
 AE2846
 AE2846'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2846'THE MARK IS LOCATED IN THE TOWN OF WEST CONCORD, IN THE SE 1/4 OF
 AE2846'SECTION 19, T108N, R17W, 0.35 MILE SOUTH ALONG TRUNK HIGHWAY 56 FROM
 AE2846'THE INTERSECTION OF STATE STREET (TRUNK HIGHWAY 56) AND MAIN STREET
 AE2846'THENCE WEST 0.15 MILE ON EUGENE STREET, IN THE TOP OF THE CONCRETE
 AE2846'STEP OF THE EAST ENTRANCE TO THE WEST CONCORD SCHOOL, 152 FEET SOUTH
 AE2846'OF THE INTERSECTION OF EUGENE STREET AND THIRD STREET, 0.5 FOOT WEST
 AE2846'OF THE WALL, AND 1.2 FEET SOUTH OF THE FACE OF THE STEP.  THE MARK, A
 AE2846'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2006 S
 AE2846'1983---, IS SET FLUSH IN THE TOP OF THE CONCRETE STEP AND IS ABOUT 3
 AE2846'FEET ABOVE THE LEVEL OF THE STREET.  A MAGNET IN THE DISK MAKES THE
 AE2846'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2821 ***********************************************************************
 AE2821  DESIGNATION -  2006 T
 AE2821  PID         -  AE2821
 AE2821  STATE/COUNTY-  MN/DODGE
 AE2821  COUNTRY     -  US
 AE2821  USGS QUAD   -  CLAREMONT (1965)
 AE2821
 AE2821                         *CURRENT SURVEY CONTROL
 AE2821  ______________________________________________________________________
 AE2821* NAD 83(2007) POSITION- 44 06 34.86548(N) 092 53 59.65516(W)   ADJUSTED  
 AE2821* NAD 83(2007) ELLIP HT-   354.492 (meters)        (02/10/07)   ADJUSTED
 AE2821* NAD 83(2007) EPOCH   -  2002.00
 AE2821* NAVD 88 ORTHO HEIGHT -   383.675  (meters)    1258.77  (feet) ADJUSTED  
 AE2821  ______________________________________________________________________
 AE2821  NAD 83(2007) X  -   -232,075.128 (meters)                     COMP
 AE2821  NAD 83(2007) Y  - -4,581,382.136 (meters)                     COMP
 AE2821  NAD 83(2007) Z  -  4,417,097.158 (meters)                     COMP
 AE2821  LAPLACE CORR    -         -9.44  (seconds)                    DEFLEC09
 AE2821  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 AE2821  DYNAMIC HEIGHT  -        383.604 (meters)     1258.54  (feet) COMP
 AE2821  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 AE2821
 AE2821  VERT ORDER      -  SECOND    CLASS I
 AE2821
 AE2821  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2821  Type                                         Horiz  Ellip  Dist(km)
 AE2821  -------------------------------------------------------------------
 AE2821  NETWORK                                       0.69   0.65
 AE2821  -------------------------------------------------------------------
 AE2821  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.85   0.74      8.51
 AE2821  -------------------------------------------------------------------
 AE2821  NOTE: Click here for information on individual local accuracy
 AE2821  values and other accuracy information.
 AE2821
 AE2821
 AE2821.The horizontal coordinates were established by GPS observations
 AE2821.and adjusted by the National Geodetic Survey in February 2007.
 AE2821
 AE2821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2821.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2821
 AE2821.The horizontal coordinates are valid at the epoch date displayed above
 AE2821.which is a decimal equivalence of Year/Month/Day.
 AE2821
 AE2821.The orthometric height was determined by differential leveling and
 AE2821.adjusted in December 1997.
 AE2821
 AE2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2821
 AE2821.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2821
 AE2821.The ellipsoidal height was determined by GPS observations
 AE2821.and is referenced to NAD 83.
 AE2821
 AE2821.The dynamic height is computed by dividing the NAVD 88
 AE2821.geopotential number by the normal gravity value computed on the
 AE2821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2821.degrees latitude (g = 980.6199 gals.).
 AE2821
 AE2821.The modeled gravity was interpolated from observed gravity values.
 AE2821
 AE2821. The following values were computed from the NAD 83(2007) position.
 AE2821
 AE2821;                    North         East     Units Scale Factor Converg.
 AE2821;SPC MN S     -   223,891.486   888,064.305   MT  0.99994529   +0 46 15.9
 AE2821;SPC MN S     -   734,550.65  2,913,590.97   sFT  0.99994529   +0 46 15.9
 AE2821;UTM  15      - 4,884,060.283   508,010.292   MT  0.99960079   +0 04 10.8
 AE2821
 AE2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2821!SPC MN S     -   0.99994442  x   0.99994529  =   0.99988971
 AE2821!UTM  15      -   0.99994442  x   0.99960079  =   0.99954523
 AE2821
 AE2821:                Primary Azimuth Mark                     Grid Az
 AE2821:SPC MN S     -  2006 K 1                                 185 58 22.4
 AE2821:UTM  15      -  2006 K 1                                 186 40 27.5
 AE2821
 AE2821|---------------------------------------------------------------------|
 AE2821| PID    Reference Object                     Distance      Geod. Az  |
 AE2821|                                                           dddmmss.s |
 AE2821| AE2819 2006 K 1                            APPROX. 0.8 KM 1864438.3 |
 AE2821|---------------------------------------------------------------------|
 AE2821
 AE2821                          SUPERSEDED SURVEY CONTROL
 AE2821
 AE2821  NAD 83(1996)-  44 06 34.86486(N)    092 53 59.65459(W) AD(       ) 1
 AE2821  ELLIP H (04/02/03)  354.545  (m)                       GP(       ) 3 2
 AE2821  NAVD 88 (04/02/03)  383.68   (m)         1258.8    (f) LEVELING    3  
 AE2821  NGVD 29 (12/11/97)  383.657  (m)         1258.71   (f) ADJUSTED    2 1
 AE2821
 AE2821.Superseded values are not recommended for survey control.
 AE2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2821.See file dsdata.txt to determine how the superseded data were derived.
 AE2821
 AE2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0801084060(NAD 83)
 AE2821
 AE2821_MARKER: DD = SURVEY DISK
 AE2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2821_STAMPING: 2006 T 1983
 AE2821_MARK LOGO: MNDT  
 AE2821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2821+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 AE2821
 AE2821  HISTORY     - Date     Condition        Report By
 AE2821  HISTORY     - 1983     MONUMENTED       MNDT
 AE2821  HISTORY     - 20000401 GOOD             MNDT
 AE2821
 AE2821                          STATION DESCRIPTION
 AE2821
 AE2821'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2821'THE MARK IS LOCATED 3.0 MILES SOUTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2821'JUNCTION WITH COUNTY ROAD 24 IN WEST CONCORD, IN THE SOUTHEAST 1/4 OF
 AE2821'SECTION 31, T108N, R17W.  THE MARK IS 99.0 FEET WEST OF AND 3 FEET
 AE2821'LOWER THAN THE CENTERLINE OF HIGHWAY 56 AT MILEPOINT 62.5, 38.0 FEET
 AE2821'WEST OF A FENCE CORNER, ON AN EAST-WEST FENCE LINE, AND 0.7 FOOT EAST
 AE2821'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM ALLOY
 AE2821'VERTICAL CONTROL MARK DISK STAMPED---2006 T 1983---, IS FASTENED TO
 AE2821'THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY
 AE2821'ROD, FLUSH WITH THE GROUND, AND IS MAGNETIC.
 AE2821
 AE2821                          STATION RECOVERY (2000)
 AE2821
 AE2821'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AE2821'THE MARK WAS RECOVERED 2.5 MI (4.0 KM) SOUTH OF WEST CONCORD, 99 FT
 AE2821'(30.2 M) WEST OF TH 56, 38 FT (11.6 M) WEST OF FENCE COR, ON E-W
 AE2821'FENCELINE, 0.7 FT (21.3 CM) EAST OF WIT POST, AT TH 56 MP 62.5
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2816 ***********************************************************************
 AE2816  DESIGNATION -  2006 U
 AE2816  PID         -  AE2816
 AE2816  STATE/COUNTY-  MN/DODGE
 AE2816  COUNTRY     -  US
 AE2816  USGS QUAD   -  CLAREMONT (1965)
 AE2816
 AE2816                         *CURRENT SURVEY CONTROL
 AE2816  ______________________________________________________________________
 AE2816* NAD 83(1986) POSITION- 44 04 38.     (N) 092 53 59.     (W)   SCALED    
 AE2816* NAVD 88 ORTHO HEIGHT -   361.525  (meters)    1186.10  (feet) ADJUSTED  
 AE2816  ______________________________________________________________________
 AE2816  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 AE2816  DYNAMIC HEIGHT  -        361.456 (meters)     1185.88  (feet) COMP
 AE2816  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 AE2816
 AE2816  VERT ORDER      -  SECOND    CLASS I
 AE2816
 AE2816.The horizontal coordinates were scaled from a topographic map and have
 AE2816.an estimated accuracy of +/- 6 seconds.
 AE2816.
 AE2816.The orthometric height was determined by differential leveling and
 AE2816.adjusted in December 1997.
 AE2816
 AE2816.The dynamic height is computed by dividing the NAVD 88
 AE2816.geopotential number by the normal gravity value computed on the
 AE2816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2816.degrees latitude (g = 980.6199 gals.).
 AE2816
 AE2816.The modeled gravity was interpolated from observed gravity values.
 AE2816
 AE2816;                    North         East    Units  Estimated Accuracy
 AE2816;SPC MN S     -   220,290.      888,130.      MT  (+/- 180 meters Scaled)
 AE2816
 AE2816                          SUPERSEDED SURVEY CONTROL
 AE2816
 AE2816  NGVD 29 (12/11/97)  361.507  (m)         1186.04   (f) ADJUSTED    2 1
 AE2816
 AE2816.Superseded values are not recommended for survey control.
 AE2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2816.See file dsdata.txt to determine how the superseded data were derived.
 AE2816
 AE2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ080804(NAD 83)
 AE2816
 AE2816_MARKER: DD = SURVEY DISK
 AE2816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2816_STAMPING: 2006 U 1983
 AE2816_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2816
 AE2816  HISTORY     - Date     Condition        Report By
 AE2816  HISTORY     - 1983     MONUMENTED       MNDT
 AE2816
 AE2816                          STATION DESCRIPTION
 AE2816
 AE2816'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2816'THE MARK IS LOCATED 5.3 MILES SOUTH ALONG TRUNK HIGHWAY 56 FROM ITS
 AE2816'JUNCTION WITH COUNTY ROAD 24 IN WEST CONCORD, IN THE NORTHEAST 1/4 OF
 AE2816'SECTION 18, T107N, R17W.  THE MARK IS 73.2 FEET WEST OF AND 3 FEET
 AE2816'LOWER THAN THE CENTERLINE OF HIGHWAY 56 AT MILEPOINT 60.35, 13.0 FEET
 AE2816'WEST OF A NORTH-SOUTH FENCE LINE, 0.4 FOOT NORTH OF AN EAST-WEST FENCE
 AE2816'LINE, AND 0.6 FOOT EAST OF A STEEL WITNESS POST. THE MARK, A STANDARD
 AE2816'MNDT ALUMINUM ALLOY VERTICAL CONTROL MARK DISK STAMPED 2006 U 1983,
 AE2816'FASTENED TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG
 AE2816'ALUMINUM ALLOY ROD, PROJECTS 0.2 FOOT ABOVE THE GROUND, AND MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4456 ***********************************************************************
 AI4456  DESIGNATION -  2008 A
 AI4456  PID         -  AI4456
 AI4456  STATE/COUNTY-  MN/DODGE
 AI4456  COUNTRY     -  US
 AI4456  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4456
 AI4456                         *CURRENT SURVEY CONTROL
 AI4456  ______________________________________________________________________
 AI4456* NAD 83(1986) POSITION- 43 51 14.     (N) 093 02 27.     (W)   SCALED    
 AI4456* NAVD 88 ORTHO HEIGHT -   387.150  (meters)    1270.17  (feet) ADJUSTED  
 AI4456  ______________________________________________________________________
 AI4456  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 AI4456  DYNAMIC HEIGHT  -        387.081 (meters)     1269.95  (feet) COMP
 AI4456  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 AI4456
 AI4456  VERT ORDER      -  SECOND    CLASS I
 AI4456
 AI4456.The horizontal coordinates were scaled from a topographic map and have
 AI4456.an estimated accuracy of +/- 6 seconds.
 AI4456.
 AI4456.The orthometric height was determined by differential leveling and
 AI4456.adjusted in December 2004.
 AI4456
 AI4456.No vertical observational check was made to the station.
 AI4456
 AI4456.The dynamic height is computed by dividing the NAVD 88
 AI4456.geopotential number by the normal gravity value computed on the
 AI4456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4456.degrees latitude (g = 980.6199 gals.).
 AI4456
 AI4456.The modeled gravity was interpolated from observed gravity values.
 AI4456
 AI4456;                    North         East    Units  Estimated Accuracy
 AI4456;SPC MN S     -   195,330.      877,120.      MT  (+/- 180 meters Scaled)
 AI4456
 AI4456                          SUPERSEDED SURVEY CONTROL
 AI4456
 AI4456.No superseded survey control is available for this station.
 AI4456
 AI4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ967556(NAD 83)
 AI4456
 AI4456_MARKER: DV = VERTICAL CONTROL DISK
 AI4456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI4456_SP_SET: BOX CULVERT
 AI4456_STAMPING: 2008 A 1992
 AI4456_MARK LOGO: MNDT  
 AI4456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4456+STABILITY: SURFACE MOTION
 AI4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4456+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AI4456
 AI4456  HISTORY     - Date     Condition        Report By
 AI4456  HISTORY     - 1992     MONUMENTED       MNDT
 AI4456
 AI4456                          STATION DESCRIPTION
 AI4456
 AI4456'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI4456'1.15 MI (1.85 KM) SE OF BLOOMING PRAIRIE, AT NE COR OF TH 218 BOX
 AI4456'CULVERT NO 6305 OVER STREAM, 1.3 MI (2.1 KM) SOUTH ALONG TH 218 FROM
 AI4456'SOUTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH 218 MP 27.5,
 AI4456'24.0 FT (7.3 M) NE OF TH 218, 1.0 FT (0.3 M) NW OF NE COR OF BOX
 AI4456'CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0948 ***********************************************************************
 RN0948  DESIGNATION -  209 CAP
 RN0948  PID         -  RN0948
 RN0948  STATE/COUNTY-  MN/AITKIN
 RN0948  COUNTRY     -  US
 RN0948  USGS QUAD   -  WAUKENABO (1973)
 RN0948
 RN0948                         *CURRENT SURVEY CONTROL
 RN0948  ______________________________________________________________________
 RN0948* NAD 83(1986) POSITION- 46 39 42.     (N) 093 36 42.     (W)   SCALED    
 RN0948* NAVD 88 ORTHO HEIGHT -   367.65   (+/-2cm)    1206.2   (feet) VERTCON   
 RN0948  ______________________________________________________________________
 RN0948  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 RN0948  VERT ORDER      -  THIRD ? (See Below)
 RN0948
 RN0948.The horizontal coordinates were scaled from a topographic map and have
 RN0948.an estimated accuracy of +/- 6 seconds.
 RN0948.
 RN0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0948
 RN0948.The vertical order pertains to the NGVD 29 superseded value.
 RN0948
 RN0948;                    North         East    Units  Estimated Accuracy
 RN0948;SPC MN C     -   284,890.      848,850.      MT  (+/- 180 meters Scaled)
 RN0948
 RN0948                          SUPERSEDED SURVEY CONTROL
 RN0948
 RN0948  NAD 27      -  46 39 42.19950(N)    093 36 40.98620(W) AD(       ) 3
 RN0948  NGVD 29 (07/19/86)  367.47   (m)         1205.6    (f) LEVELING    3  
 RN0948
 RN0948.Superseded values are not recommended for survey control.
 RN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0948.See file dsdata.txt to determine how the superseded data were derived.
 RN0948
 RN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM532677(NAD 83)
 RN0948
 RN0948_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0948_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0948_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0948
 RN0948  HISTORY     - Date     Condition        Report By
 RN0948  HISTORY     - 1898     MONUMENTED       USE
 RN0948  HISTORY     - 1934     GOOD             CGS
 RN0948  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0948
 RN0948                          STATION DESCRIPTION
 RN0948
 RN0948'DESCRIBED BY US ENGINEERS 1898
 RN0948'ABOUT 11 MILES ABOVE AITKIN, 3 METERS (10 FEET) FROM RIGHT BANK
 RN0948'OF RIVER, NEAR MIDDLE OF FIRST BEND BELOW WALDECK POST OFFICE,
 RN0948'39 METERS (128 FEET) WEST OF DAN SMITHS HOUSE (SMALL WHITE
 RN0948'FRAME HOUSE), AND 9 METERS (30 FEET) EAST OF EAST FENCE ALONG
 RN0948'STATE ROAD NEAR POINT WHERE ROAD TURNS WEST.  MARKED BY IRON
 RN0948'PIPE.
 RN0948
 RN0948                          STATION RECOVERY (1934)
 RN0948
 RN0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RN0948'4.5 MI N FROM HASSMAN.
 RN0948'ABOUT 4-1/2 MILES NORTH ALONG U.S. HIGHWAY 169 FROM THE BRIDGE OVER
 RN0948'RICE RIVER AT HASSMAN, AITKIN COUNTY, ABOUT 0.6 MILE NORTH OF THE
 RN0948'BRIDGE OVER THE MISSISSIPPI RIVER, EAST OF THE HIGHWAY, NEAR THE EAST
 RN0948'LINE OF SEC. 10, T. 48 N., R. 26 W., NEAR THE MIDDLE OF A BEND IN THE
 RN0948'RIVER, ABOUT 90 FEET UPSTREAM FROM THE CHARLES W. TIBBETTS HOUSE,
 RN0948'ABOUT 10 FEET BACK FROM THE RIGHT BANK OF THE RIVER, AND IN THE YARD.
 RN0948'A 3-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 RN0948'CAP.
 RN0948
 RN0948                          STATION RECOVERY (1973)
 RN0948
 RN0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RN0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5920 ***********************************************************************
 DF5920  DESIGNATION -  21
 DF5920  PID         -  DF5920
 DF5920  STATE/COUNTY-  MN/PINE
 DF5920  COUNTRY     -  US
 DF5920  USGS QUAD   -  BROOK PARK (1983)
 DF5920
 DF5920                         *CURRENT SURVEY CONTROL
 DF5920  ______________________________________________________________________
 DF5920* NAD 83(2007) POSITION- 45 56 41.09083(N) 093 05 10.16793(W)   ADJUSTED  
 DF5920* NAD 83(2007) ELLIP HT-   288.750 (meters)        (01/10/11)   ADJUSTED
 DF5920* NAD 83(2007) EPOCH   -  2002.00
 DF5920* NAVD 88 ORTHO HEIGHT -   316.50   (meters)    1038.4   (feet) LEVELING  
 DF5920  ______________________________________________________________________
 DF5920  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 DF5920  NAD 83(2007) X  -   -239,196.918 (meters)                     COMP
 DF5920  NAD 83(2007) Y  - -4,436,492.995 (meters)                     COMP
 DF5920  NAD 83(2007) Z  -  4,561,186.777 (meters)                     COMP
 DF5920  LAPLACE CORR    -          2.90  (seconds)                    DEFLEC09
 DF5920  HORZ ORDER      -  FIRST
 DF5920  VERT ORDER      -  THIRD
 DF5920  ELLP ORDER      -  FIRST     CLASS I
 DF5920
 DF5920.The horizontal coordinates were established by GPS observations
 DF5920.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DF5920
 DF5920.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5920.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5920
 DF5920.The horizontal coordinates are valid at the epoch date displayed above
 DF5920.which is a decimal equivalence of Year/Month/Day.
 DF5920
 DF5920.The orthometric height was determined by differential leveling.
 DF5920.The vertical network tie was performed by a horz. field party for horz.
 DF5920.obs reductions. Reset procedures were used to establish the elevation.
 DF5920
 DF5920.Photographs are available for this station.
 DF5920
 DF5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5920
 DF5920.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5920
 DF5920.The ellipsoidal height was determined by GPS observations
 DF5920.and is referenced to NAD 83.
 DF5920
 DF5920. The following values were computed from the NAD 83(2007) position.
 DF5920
 DF5920;                    North         East     Units Scale Factor Converg.
 DF5920;SPC MN C     -   205,667.947   890,236.551   MT  0.99994508   +0 50 30.9
 DF5920;SPC MN C     -   674,762.26  2,920,717.75   sFT  0.99994508   +0 50 30.9
 DF5920;UTM  15      - 5,087,912.193   493,321.968   MT  0.99960055   -0 03 42.9
 DF5920
 DF5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5920!SPC MN C     -   0.99995473  x   0.99994508  =   0.99989982
 DF5920!UTM  15      -   0.99995473  x   0.99960055  =   0.99955530
 DF5920
 DF5920                          SUPERSEDED SURVEY CONTROL
 DF5920
 DF5920  NAD 83(2007)-  45 56 41.09042(N)    093 05 10.16745(W) AD(       ) 0
 DF5920  ELLIP H (02/10/07)  288.763  (m)                       GP(       )    
 DF5920  NAD 83(1996)-  45 56 41.09019(N)    093 05 10.16688(W) AD(       ) 1
 DF5920  ELLIP H (05/27/03)  288.804  (m)                       GP(       ) 3 1
 DF5920  NAVD 88 (05/27/03)  316.5    (m)  GEOID99 model used   GPS OBS        
 DF5920
 DF5920.Superseded values are not recommended for survey control.
 DF5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5920.See file dsdata.txt to determine how the superseded data were derived.
 DF5920
 DF5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9332187912(NAD 83)
 DF5920
 DF5920_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5920_STAMPING: NO 21
 DF5920_MARK LOGO: MN-115
 DF5920_PROJECTION: FLUSH
 DF5920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5920+STABILITY: SURFACE MOTION
 DF5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5920+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF5920
 DF5920  HISTORY     - Date     Condition        Report By
 DF5920  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5920  HISTORY     - 20070905 GOOD             MNDT
 DF5920  HISTORY     - 20100415 GOOD             MNDT
 DF5920  HISTORY     - 20100415 GOOD             MNDT
 DF5920  HISTORY     - 20100415 GOOD             MNDT
 DF5920
 DF5920                          STATION DESCRIPTION
 DF5920
 DF5920'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5920'AT BROOK PARK, 025 MI (40.2 KM) SW ALONG TH 23 FROM JCT OF CO RD 126,
 DF5920'AT TH 23 MP 267.25, 40 FT (12.2 M) NORTH OF TH 23, 70 FT (21.3 M) ENE
 DF5920'OF EAST END OF GUARD RAIL, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5920
 DF5920                          STATION RECOVERY (2007)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5920'RECOVERED AS DESCRIBED.
 DF5920
 DF5920                          STATION RECOVERY (2010)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5920'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5920'THE MARK IS AT BROOK PARK, 0.25 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23
 DF5920'FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 126, AT TRUNK
 DF5920'HIGHWAY 23 MILEPOINT 267.25, 40.0 FEET NORTH OF TRUNK HIGHWAY 23, 70.0
 DF5920'FEET EAST-NORTHEAST OF EAST END OF GUARD RAIL, 2.0 FEET SOUTH OF
 DF5920'WITNESS POST.
 DF5920
 DF5920                          STATION RECOVERY (2010)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5920'RECOVERED AS DESCRIBED.
 DF5920
 DF5920                          STATION RECOVERY (2010)
 DF5920
 DF5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5920'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5920'THE MARK IS AT BROOK PARK, 0.25 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23
 DF5920'FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 126, AT TRUNK
 DF5920'HIGHWAY 23 MILEPOINT 267.25, 40.0 FEET NORTH OF TRUNK HIGHWAY 23, 70.0
 DF5920'FEET EAST-NORTHEAST OF EAST END OF GUARD RAIL, 2.0 FEET SOUTH OF
 DF5920'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0235 ***********************************************************************
 QO0235  DESIGNATION -  21 A CAP
 QO0235  PID         -  QO0235
 QO0235  STATE/COUNTY-  MN/PINE
 QO0235  COUNTRY     -  US
 QO0235  USGS QUAD   -  PINE CITY (1983)
 QO0235
 QO0235                         *CURRENT SURVEY CONTROL
 QO0235  ______________________________________________________________________
 QO0235* NAD 83(1986) POSITION- 45 49 36.09   (N) 092 58 08.17   (W)   HD_HELD1  
 QO0235* NAVD 88 ORTHO HEIGHT -   289.483  (meters)     949.75  (feet) ADJUSTED  
 QO0235  ______________________________________________________________________
 QO0235  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 QO0235  DYNAMIC HEIGHT  -        289.482 (meters)      949.74  (feet) COMP
 QO0235  MODELED GRAVITY -    980,604.9   (mgal)                       NAVD 88
 QO0235
 QO0235  VERT ORDER      -  SECOND    CLASS 0
 QO0235
 QO0235.The horizontal coordinates were established by differentially corrected
 QO0235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0235.
 QO0235.The orthometric height was determined by differential leveling and
 QO0235.adjusted in June 1991.
 QO0235
 QO0235.The dynamic height is computed by dividing the NAVD 88
 QO0235.geopotential number by the normal gravity value computed on the
 QO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0235.degrees latitude (g = 980.6199 gals.).
 QO0235
 QO0235.The modeled gravity was interpolated from observed gravity values.
 QO0235
 QO0235;                    North         East    Units  Estimated Accuracy
 QO0235;SPC MN C     -   192,688.8     899,536.6     MT  (+/- 3 meters HH1 GPS) 
 QO0235
 QO0235                          SUPERSEDED SURVEY CONTROL
 QO0235
 QO0235  NGVD 29 (??/??/92)  289.418  (m)          949.53   (f) ADJ UNCH    2 0
 QO0235
 QO0235.Superseded values are not recommended for survey control.
 QO0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0235.See file dsdata.txt to determine how the superseded data were derived.
 QO0235
 QO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0241274792(NAD 83)
 QO0235
 QO0235_MARKER: P = PIPE CAP
 QO0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0235_MARK LOGO: MRC   
 QO0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0235
 QO0235  HISTORY     - Date     Condition        Report By
 QO0235  HISTORY     - 1966     MONUMENTED       MNDT
 QO0235  HISTORY     - 1974     GOOD             MNDT
 QO0235  HISTORY     - 20071009 MARK NOT FOUND   MNDT
 QO0235
 QO0235                          STATION DESCRIPTION
 QO0235
 QO0235'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0235'IN PINE CITY.
 QO0235'THE MARK IS LOCATED 0.05 MILE EAST ALONG 3RD AVENUE FROM THE
 QO0235'INTERSECTION OF 3RD AVENUE AND 6TH STREET (COUNTY ROAD 61) ON THE
 QO0235'SOUTH SIDE OF ROBINSON PARK IN PINE CITY.  IT IS 149.7 FEET WEST OF
 QO0235'THE WEST RAIL OF THE MAINLINE TRACK OF THE BURLINGTON NORTHERN
 QO0235'RAILROAD, 63.3 FEET WEST OF WEST CURB LINE OF RAILROAD STREET, 8.3
 QO0235'FEET NORTH OF THE SOUTH EDGE OF NORTH CURB OF 3RD AVENUE AND 10.2 FEET
 QO0235'EAST OF LIGHT POLE.  IT IS BURIED 1 FOOT BELOW THE SURFACE OF THE
 QO0235'GROUND AND IS ABOUT 1 FOOT LOWER THAN THE LEVEL OF THE SIDEWALK. NE
 QO0235'1/4, SEC 33, T 39N, R 21W.
 QO0235
 QO0235                          STATION RECOVERY (2007)
 QO0235
 QO0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 QO0235'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0168 ***********************************************************************
 QO0168  DESIGNATION -  21 ADP
 QO0168  PID         -  QO0168
 QO0168  STATE/COUNTY-  MN/CHISAGO
 QO0168  COUNTRY     -  US
 QO0168  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0168
 QO0168                         *CURRENT SURVEY CONTROL
 QO0168  ______________________________________________________________________
 QO0168* NAD 83(1986) POSITION- 45 22 59.21   (N) 092 42 27.53   (W)   HD_HELD1  
 QO0168* NAVD 88 ORTHO HEIGHT -   281.646  (meters)     924.03  (feet) ADJUSTED  
 QO0168  ______________________________________________________________________
 QO0168  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 QO0168  DYNAMIC HEIGHT  -        281.651 (meters)      924.05  (feet) COMP
 QO0168  MODELED GRAVITY -    980,624.9   (mgal)                       NAVD 88
 QO0168
 QO0168  VERT ORDER      -  SECOND    CLASS I
 QO0168
 QO0168.The horizontal coordinates were established by differentially corrected
 QO0168.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0168.
 QO0168.The orthometric height was determined by differential leveling and
 QO0168.adjusted in June 1991.
 QO0168
 QO0168.Photographs are available for this station.
 QO0168
 QO0168.The dynamic height is computed by dividing the NAVD 88
 QO0168.geopotential number by the normal gravity value computed on the
 QO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0168.degrees latitude (g = 980.6199 gals.).
 QO0168
 QO0168.The modeled gravity was interpolated from observed gravity values.
 QO0168
 QO0168;                    North         East    Units  Estimated Accuracy
 QO0168;SPC MN C     -   143,758.9     920,795.9     MT  (+/- 3 meters HH1 GPS) 
 QO0168
 QO0168                          SUPERSEDED SURVEY CONTROL
 QO0168
 QO0168  NGVD 29 (??/??/92)  281.614  (m)          923.93   (f) ADJ UNCH    2 1
 QO0168
 QO0168.Superseded values are not recommended for survey control.
 QO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0168.See file dsdata.txt to determine how the superseded data were derived.
 QO0168
 QO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2288725552(NAD 83)
 QO0168
 QO0168_MARKER: DB = BENCH MARK DISK
 QO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0168_STAMPING: 21 ADP 1954
 QO0168_MARK LOGO: USGS  
 QO0168_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0168+STABILITY: SURFACE MOTION
 QO0168
 QO0168  HISTORY     - Date     Condition        Report By
 QO0168  HISTORY     - 1954     MONUMENTED       USGS
 QO0168  HISTORY     - 1975     GOOD             MNDT
 QO0168  HISTORY     - 20070618 GOOD             MNDT
 QO0168
 QO0168                          STATION DESCRIPTION
 QO0168
 QO0168'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0168'2.0 MI E FROM SHAFER.
 QO0168'2.0 MILES EAST ALONG TH 8 FROM THE JUNCTION OF TH 8 AND COUNTY ROAD 21
 QO0168'AT SHAFER, AND 570 FEET WEST OF TH 95 SOUTH.  IT IS 56 FEET NORTH OF
 QO0168'AND 1 FOOT HIGHER THAN THE CENTERLINE OF TH 8 AT MILEPOINT 18.55, 39.5
 QO0168'FEET EAST-NORTHEAST OF A 20 INCH POPLAR TREE, 30 FEET EAST OF A SMALL
 QO0168'GROVE OF SPRUCE TREES, AND 2.8 FEET EAST OF A POWER POLE.  IT IS A
 QO0168'BENCH MARK DISK IN A MAGNETIC CONCRETE MONUMENT PROJECTING 2 INCHES
 QO0168'ABOVE GROUND, 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  SW 1/4, SEC 34,
 QO0168'T 34N, R 19W.
 QO0168
 QO0168                          STATION RECOVERY (2007)
 QO0168
 QO0168'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0168'2 MILES EAST FROM SHAFER, 2 MILES EAST ALONG TRUNK HIGHWAY 8 FROM THE
 QO0168'JUNCTION OF TRUNK HIGHWAY 8 AND COUNTY ROAD 21 AT SHAFER, AT TRUNK
 QO0168'HIGHWAY 8 MILEPOINT 18.55, 570 FEET WEST OF TRUNK HIGHWAY 95 SOUTH, 56
 QO0168'FEET NORTH OF TRUNK HIGHWAY 8, 2.8 FEET EAST OF POWER POLE, 1.0 FEET
 QO0168'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5908 ***********************************************************************
 DH5908  DESIGNATION -  21 CER
 DH5908  PID         -  DH5908
 DH5908  STATE/COUNTY-  MN/CLEARWATER
 DH5908  COUNTRY     -  US
 DH5908  USGS QUAD   -  HEART LAKE (1981)
 DH5908
 DH5908                         *CURRENT SURVEY CONTROL
 DH5908  ______________________________________________________________________
 DH5908* NAD 83(1986) POSITION- 47 18 40.     (N) 095 17 49.     (W)   SCALED    
 DH5908* NAVD 88 ORTHO HEIGHT -   490.342  (meters)    1608.73  (feet) ADJUSTED  
 DH5908  ______________________________________________________________________
 DH5908  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DH5908  DYNAMIC HEIGHT  -        490.382 (meters)     1608.86  (feet) COMP
 DH5908  MODELED GRAVITY -    980,679.6   (mgal)                       NAVD 88
 DH5908
 DH5908  VERT ORDER      -  THIRD
 DH5908
 DH5908.The horizontal coordinates were scaled from a topographic map and have
 DH5908.an estimated accuracy of +/- 6 seconds.
 DH5908.
 DH5908.The orthometric height was determined by differential leveling and
 DH5908.adjusted in May 2009.
 DH5908
 DH5908.The dynamic height is computed by dividing the NAVD 88
 DH5908.geopotential number by the normal gravity value computed on the
 DH5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5908.degrees latitude (g = 980.6199 gals.).
 DH5908
 DH5908.The modeled gravity was interpolated from observed gravity values.
 DH5908
 DH5908;                    North         East    Units  Estimated Accuracy
 DH5908;SPC MN N     -   192,540.      633,910.      MT  (+/- 180 meters Scaled)
 DH5908
 DH5908                          SUPERSEDED SURVEY CONTROL
 DH5908
 DH5908.No superseded survey control is available for this station.
 DH5908
 DH5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN263422(NAD 83)
 DH5908
 DH5908_MARKER: DB = BENCH MARK DISK
 DH5908_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5908_STAMPING: 21 CER 1967
 DH5908_MARK LOGO: USGS  
 DH5908_PROJECTION: FLUSH
 DH5908_MAGNETIC: I = MARKER IS A STEEL ROD
 DH5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5908+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 DH5908_ROD/PIPE-DEPTH:  3.0 meters
 DH5908
 DH5908  HISTORY     - Date     Condition        Report By
 DH5908  HISTORY     - 1967     MONUMENTED       USGS
 DH5908  HISTORY     - 19970930 GOOD             MNDT
 DH5908
 DH5908                          STATION DESCRIPTION
 DH5908
 DH5908'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5908'ZERKEL, CLEARWATER CO., 4.0 MI (6.4 KM) EAST OF, T. 144 N., RS. 36 AND
 DH5908'37 W., NEAR COR. OF SECS. 1, 6, 7 AND 12, 47 FT. SOUTH OF RD., 15 FT.
 DH5908'WEST OF EAST EDGE OF TIMBER, IN THE EAST END OF A SMALL CLEARING ON
 DH5908'SOUTH SIDE OF RD., AT CREST OF HILL, A STANDARD TABLET SET ON TOP OF A
 DH5908'COPPER COATED STEEL ROD, DRIVEN 10 FT (3.0 M) IN GROUND, AND STAMPED
 DH5908'21 CER 1967.
 DH5908
 DH5908                          STATION RECOVERY (1997)
 DH5908
 DH5908'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DH5908'THE MARK WAS RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS LOCATED
 DH5908'ABOUT 4 MI (6.4 KM) EAST OF ZERKEL, 47 FT (14.3 M) SOUTH OF CO RD 37,
 DH5908'15 FT (4.6 M) WEST OF EAST EDGE OF TIMBER, 2.0 FT (0.6 M) NORTH OF WIT
 DH5908'POST, AT EAST END OF SMALL CLEARING, AT CREST OF HILL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1893 ***********************************************************************
 QP1893  DESIGNATION -  21 DRL
 QP1893  PID         -  QP1893
 QP1893  STATE/COUNTY-  MN/DOUGLAS
 QP1893  COUNTRY     -  US
 QP1893  USGS QUAD   -  LAKE MARY (1966)
 QP1893
 QP1893                         *CURRENT SURVEY CONTROL
 QP1893  ______________________________________________________________________
 QP1893* NAD 83(1986) POSITION- 45 51 39.7    (N) 095 29 27.5    (W)   HD_HELD2  
 QP1893* NAVD 88 ORTHO HEIGHT -   441.979  (meters)    1450.06  (feet) ADJUSTED  
 QP1893  ______________________________________________________________________
 QP1893  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1893  DYNAMIC HEIGHT  -        441.975 (meters)     1450.05  (feet) COMP
 QP1893  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 QP1893
 QP1893  VERT ORDER      -  SECOND    CLASS I
 QP1893
 QP1893.The horizontal coordinates were established by autonomous hand held GPS
 QP1893.observations and have an estimated accuracy of +/- 10 meters.
 QP1893.
 QP1893.The orthometric height was determined by differential leveling and
 QP1893.adjusted in June 1995.
 QP1893
 QP1893.Photographs are available for this station.
 QP1893
 QP1893.The dynamic height is computed by dividing the NAVD 88
 QP1893.geopotential number by the normal gravity value computed on the
 QP1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1893.degrees latitude (g = 980.6199 gals.).
 QP1893
 QP1893.The modeled gravity was interpolated from observed gravity values.
 QP1893
 QP1893;                    North         East    Units  Estimated Accuracy
 QP1893;SPC MN C     -   196,455.      703,638.      MT  (+/- 10 meters HH2 GPS)
 QP1893
 QP1893                          SUPERSEDED SURVEY CONTROL
 QP1893
 QP1893.No superseded survey control is available for this station.
 QP1893
 QP1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0663781624(NAD 83)
 QP1893
 QP1893_MARKER: DB = BENCH MARK DISK
 QP1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1893_SP_SET: CONCRETE POST
 QP1893_STAMPING: 21 DRL 1965
 QP1893_MARK LOGO: USGS  
 QP1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1893+STABILITY: SURFACE MOTION
 QP1893
 QP1893  HISTORY     - Date     Condition        Report By
 QP1893  HISTORY     - 1965     MONUMENTED       USGS
 QP1893  HISTORY     - 1983     GOOD             MNDT
 QP1893
 QP1893                          STATION DESCRIPTION
 QP1893
 QP1893'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1893'6 MI SW FROM ALEXANDRIA.
 QP1893'THE MARK IS LOCATED ABOUT 6 MILES SOUTHWEST OF THE TOWN OF
 QP1893'ALEXANDRIA, IN THE SW 1/4 OF SECTION 29, T128N, R38W, 0.8 MILE NORTH
 QP1893'ALONG TRUNK HIGHWAY 114 FROM ITS JUNCTION WITH TRUNK HIGHWAY 27 ABOUT
 QP1893'5 MILES WEST OF ALEXANDRIA, 96 FEET EAST OF THE CENTERLINE OF TRUNK
 QP1893'HIGHWAY 114 AT MILEPOINT 18.5, 3.7 FEET EAST OF A POWER POLE, AND 1.2
 QP1893'FEET WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS BENCH
 QP1893'MARK DISK STAMPED---21 DRL 1965---, IS SET IN THE TOP OF A 6 INCH
 QP1893'ROUND CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 QP1893'GROUND AND IS ABOUT 15 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 114.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1058 ***********************************************************************
 QP1058  DESIGNATION -  21 ES
 QP1058  PID         -  QP1058
 QP1058  STATE/COUNTY-  MN/SHERBURNE
 QP1058  COUNTRY     -  US
 QP1058  USGS QUAD   -  CABLE (1993)
 QP1058
 QP1058                         *CURRENT SURVEY CONTROL
 QP1058  ______________________________________________________________________
 QP1058* NAD 83(1996) POSITION- 45 31 53.33489(N) 094 00 23.87963(W)   ADJUSTED  
 QP1058* NAVD 88 ORTHO HEIGHT -   311.     (meters)    1020.    (feet) SCALED    
 QP1058  ______________________________________________________________________
 QP1058  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 QP1058  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 QP1058  HORZ ORDER      -  SECOND
 QP1058
 QP1058.The horizontal coordinates were established by classical geodetic methods
 QP1058.and adjusted by the National Geodetic Survey in March 1999.
 QP1058.
 QP1058.The orthometric height was scaled from a topographic map.
 QP1058
 QP1058.Photographs are available for this station.
 QP1058
 QP1058.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1058
 QP1058. The following values were computed from the NAD 83(1996) position.
 QP1058
 QP1058;                    North         East     Units Scale Factor Converg.
 QP1058;SPC MN C     -   159,102.283   819,010.814   MT  1.00001954   +0 10 33.8
 QP1058;SPC MN C     -   521,988.07  2,687,037.98   sFT  1.00001954   +0 10 33.8
 QP1058;SPC MN S     -   381,294.955   799,481.805   MT  1.00008405   -0 00 16.7
 QP1058;SPC MN S     - 1,250,965.20  2,622,966.56   sFT  1.00008405   -0 00 16.7
 QP1058;UTM  15      - 5,042,486.835   421,398.875   MT  0.99967596   -0 43 06.3
 QP1058
 QP1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1058!SPC MN C     -   0.99995551  x   1.00001954  =   0.99997505
 QP1058!SPC MN S     -   0.99995551  x   1.00008405  =   1.00003955
 QP1058!UTM  15      -   0.99995551  x   0.99967596  =   0.99963148
 QP1058
 QP1058                          SUPERSEDED SURVEY CONTROL
 QP1058
 QP1058  NAD 83(1986)-  45 31 53.33222(N)    094 00 23.87320(W) AD(       ) 2
 QP1058  NAD 27      -  45 31 53.45640(N)    094 00 22.93330(W) AD(       ) 2
 QP1058
 QP1058.Superseded values are not recommended for survey control.
 QP1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1058.See file dsdata.txt to determine how the superseded data were derived.
 QP1058
 QP1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2139842486(NAD 83)
 QP1058
 QP1058_MARKER: DB = BENCH MARK DISK
 QP1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1058_STAMPING: ES 21 1949 1021 FEET
 QP1058_MARK LOGO: USGS  
 QP1058_PROJECTION: FLUSH
 QP1058_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1058+STABILITY: SURFACE MOTION
 QP1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1058+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 QP1058
 QP1058  HISTORY     - Date     Condition        Report By
 QP1058  HISTORY     - 1949     MONUMENTED       USGS
 QP1058  HISTORY     - 19910710 GOOD             MNDT
 QP1058  HISTORY     - 20050728 GOOD             MNDT
 QP1058
 QP1058                          STATION DESCRIPTION
 QP1058
 QP1058'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (BRB)
 QP1058'ABOUT 4 MILES SOUTHWEST OF DUELM, 3 MILES NORTHEAST OF CABLE AND
 QP1058'8 MILES WEST OF SANTIAGO, IN THE SOUTHEAST 1/4 OF SEC. 12, T
 QP1058'35 N., R 31 W. AND ON ROAD RIGHT-OF-WAY.  IT IS A STANDARD U.S.
 QP1058'GEOLOGICAL SURVEY BENCH MARK DISK SET IN THE TOP OF A 6 X 6
 QP1058'INCH CONCRETE POST, PROJECTING 1 INCH AND IS STAMPED ES 21 1949
 QP1058'1021 FEET.  IT IS 6 INCHES NORTHWEST OF A POWER POLE, 40 FEET
 QP1058'EAST OF THE CENTERLINE OF A GRAVELED ROAD AND 73 FEET EAST OF
 QP1058'THE WITNESS POST.
 QP1058'
 QP1058'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 23 AND 218 IN FOLEY,
 QP1058'GO SOUTHWEST ON HIGHWAY 23 FOR 5.6 MILES TO A CROSSROAD (COUNTY
 QP1058'ROUTE 25).  TURN LEFT AND GO SOUTH ON A PAVED ROAD (COUNTY ROUTE
 QP1058'25) FOR 2.2 MILES TO THE JUNCTION OF STATE HIGHWAY 95.  CONTINUE
 QP1058'SOUTH ON COUNTY ROUTE 25 FOR 2.05 MILES TO END OF PAVED ROAD AND
 QP1058'THE SHERBURNE COUNTY LINE.  CONTINUE SOUTH ON A GRAVELED ROAD
 QP1058'FOR 1.9 MILES TO THE MARK ON THE LEFT.
 QP1058'
 QP1058'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CABLE AND
 QP1058'THE DISTANCE BEING 69.29 FEET AND 21.1194 METERS.
 QP1058
 QP1058                          STATION RECOVERY (1991)
 QP1058
 QP1058'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH)
 QP1058'RECOVERED BY MINNESOTA DEPT OF TRANSPORTATION GEODETIC UNIT 1991 (DKH)
 QP1058'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1058
 QP1058                          STATION RECOVERY (2005)
 QP1058
 QP1058'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GJF)
 QP1058'4 MILES SOUTHWEST OF DUELM, 1.2 MILES NORTH AND 3.2 MILES EAST OF
 QP1058'CABLE, 6 INCHES NORTHWEST OF POWER POLE, 40 FEET EAST OF COUNTY ROAD
 QP1058'20 (BLACKTOP ROAD), 476 FEET NORTH OF COUNTY ROAD 3, 1.1 FEET
 QP1058'SOUTHWEST OF FIBERGLASS WITNESS POST, 1.0 FEET NORTH OF STEEL WITNESS
 QP1058'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2675 ***********************************************************************
 DK2675  DESIGNATION -  21 RB
 DK2675  PID         -  DK2675
 DK2675  STATE/COUNTY-  MN/POPE
 DK2675  COUNTRY     -  US
 DK2675  USGS QUAD   -  SWIFT FALLS (1968)
 DK2675
 DK2675                         *CURRENT SURVEY CONTROL
 DK2675  ______________________________________________________________________
 DK2675* NAD 83(2007) POSITION- 45 28 10.44921(N) 095 28 49.12639(W)   ADJUSTED  
 DK2675* NAD 83(2007) ELLIP HT-   360.487 (meters)        (08/04/10)   ADJUSTED
 DK2675* NAD 83(2007) EPOCH   -  2002.00
 DK2675* NAVD 88 ORTHO HEIGHT -   386.722  (meters)    1268.77  (feet) ADJUSTED  
 DK2675  ______________________________________________________________________
 DK2675  NAD 83(2007) X  -   -427,932.289 (meters)                     COMP
 DK2675  NAD 83(2007) Y  - -4,460,310.282 (meters)                     COMP
 DK2675  NAD 83(2007) Z  -  4,524,354.993 (meters)                     COMP
 DK2675  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC09
 DK2675  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 DK2675  DYNAMIC HEIGHT  -        386.706 (meters)     1268.72  (feet) COMP
 DK2675  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 DK2675
 DK2675  HORZ ORDER      -  FIRST
 DK2675  VERT ORDER      -  SECOND    CLASS I
 DK2675  ELLP ORDER      -  THIRD     CLASS I
 DK2675
 DK2675.The horizontal coordinates were established by GPS observations
 DK2675.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DK2675
 DK2675.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2675.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2675
 DK2675.The horizontal coordinates are valid at the epoch date displayed above
 DK2675.which is a decimal equivalence of Year/Month/Day.
 DK2675
 DK2675.The orthometric height was determined by differential leveling and
 DK2675.adjusted in May 2008.
 DK2675
 DK2675.Photographs are available for this station.
 DK2675
 DK2675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2675
 DK2675.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2675
 DK2675.The ellipsoidal height was determined by GPS observations
 DK2675.and is referenced to NAD 83.
 DK2675
 DK2675.The dynamic height is computed by dividing the NAVD 88
 DK2675.geopotential number by the normal gravity value computed on the
 DK2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2675.degrees latitude (g = 980.6199 gals.).
 DK2675
 DK2675.The modeled gravity was interpolated from observed gravity values.
 DK2675
 DK2675. The following values were computed from the NAD 83(2007) position.
 DK2675
 DK2675;                    North         East     Units Scale Factor Converg.
 DK2675;SPC MN C     -   152,939.063   703,789.832   MT  1.00003511   -0 53 24.0
 DK2675;SPC MN C     -   501,767.58  2,309,017.14   sFT  1.00003511   -0 53 24.0
 DK2675;UTM  15      - 5,038,108.302   306,117.643   MT  1.00006219   -1 46 07.4
 DK2675
 DK2675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2675!SPC MN C     -   0.99994349  x   1.00003511  =   0.99997859
 DK2675!UTM  15      -   0.99994349  x   1.00006219  =   1.00000567
 DK2675
 DK2675                          SUPERSEDED SURVEY CONTROL
 DK2675
 DK2675  NAVD 88 (08/04/10)  386.72   (m)         1268.8    (f) LEVELING    3  
 DK2675
 DK2675.Superseded values are not recommended for survey control.
 DK2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2675.See file dsdata.txt to determine how the superseded data were derived.
 DK2675
 DK2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0611738108(NAD 83)
 DK2675
 DK2675_MARKER: DD = SURVEY DISK
 DK2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2675_STAMPING: 21 RB 1966
 DK2675_MARK LOGO: USGS  
 DK2675_PROJECTION: FLUSH
 DK2675_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2675+STABILITY: SURFACE MOTION
 DK2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2675+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 DK2675
 DK2675  HISTORY     - Date     Condition        Report By
 DK2675  HISTORY     - 19660401 MONUMENTED       USGS
 DK2675  HISTORY     - 20090603 GOOD             MNDT
 DK2675  HISTORY     - 20090603 GOOD             MNDT
 DK2675
 DK2675                          STATION DESCRIPTION
 DK2675
 DK2675'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK2675'10 MI (16.1 KM) SOUTH AND 2.5 MI (4.0 KM) EAST OF STARBUCK, 47 FT
 DK2675'(14.3 M) SOUTH AND 55 FT (16.8 M) EAST OF THE JUNCTION OF COUNTY ROAD
 DK2675'10-COUNTY ROAD 13 AND TOWNSHIP ROAD, 2.9 FT (0.9 M) NORTH-NORTHEAST OF
 DK2675'A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK2675
 DK2675                          STATION RECOVERY (2009)
 DK2675
 DK2675'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DK2675'RECOVERED AS DESCRIBED.
 DK2675
 DK2675                          STATION RECOVERY (2009)
 DK2675
 DK2675'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2675'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2675'THE MARK IS 8.4 MILES SOUTH-SOUTHEAST OF STARBUCK, 9.5 MILES SOUTH AND
 DK2675'WEST ALONG TRUNK HIGHWAY 29 FROM JUNCTION OF TRUNK HIGHWAY 29 AND
 DK2675'TRUNK HIGHWAY 28 IN STARBUCK TO JUNCTION OF TRUNK HIGHWAY 29 AND
 DK2675'COUNTY ROAD 10, THEN 5.1 MILES EAST AND SOUTH ALONG COUNTY ROAD 10 TO
 DK2675'JUNCTION OF COUNTY ROAD 10 AND COUNTY ROAD 13, 55 FEET EAST OF COUNTY
 DK2675'ROAD 13, 47 FEET SOUTH OF COUNTY ROAD 10, 2.9 FEET NORTH-NORTHEAST OF
 DK2675'POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1336 ***********************************************************************
 PP1336  DESIGNATION -  21 RDS
 PP1336  PID         -  PP1336
 PP1336  STATE/COUNTY-  MN/DAKOTA
 PP1336  COUNTRY     -  US
 PP1336  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1336
 PP1336                         *CURRENT SURVEY CONTROL
 PP1336  ______________________________________________________________________
 PP1336* NAD 83(1986) POSITION- 44 49 42.46   (N) 093 01 28.20   (W)   HD_HELD1  
 PP1336* NAVD 88 ORTHO HEIGHT -   277.095  (meters)     909.10  (feet) ADJUSTED  
 PP1336  ______________________________________________________________________
 PP1336  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 PP1336  DYNAMIC HEIGHT  -        277.086 (meters)      909.07  (feet) COMP
 PP1336  MODELED GRAVITY -    980,574.5   (mgal)                       NAVD 88
 PP1336
 PP1336  VERT ORDER      -  SECOND    CLASS 0
 PP1336
 PP1336.The horizontal coordinates were established by differentially corrected
 PP1336.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1336.
 PP1336.The orthometric height was determined by differential leveling and
 PP1336.adjusted in June 1991.
 PP1336
 PP1336.The dynamic height is computed by dividing the NAVD 88
 PP1336.geopotential number by the normal gravity value computed on the
 PP1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1336.degrees latitude (g = 980.6199 gals.).
 PP1336
 PP1336.The modeled gravity was interpolated from observed gravity values.
 PP1336
 PP1336;                    North         East    Units  Estimated Accuracy
 PP1336;SPC MN S     -   303,624.9     877,137.7     MT  (+/- 3 meters HH1 GPS) 
 PP1336
 PP1336                          SUPERSEDED SURVEY CONTROL
 PP1336
 PP1336  NGVD 29 (??/??/92)  277.059  (m)          908.98   (f) ADJ UNCH    2 0
 PP1336
 PP1336.Superseded values are not recommended for survey control.
 PP1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1336.See file dsdata.txt to determine how the superseded data were derived.
 PP1336
 PP1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9806363895(NAD 83)
 PP1336
 PP1336_MARKER: DB = BENCH MARK DISK
 PP1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1336_STAMPING: 21 RDS 1950
 PP1336_MARK LOGO: USGS  
 PP1336_PROJECTION: FLUSH
 PP1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1336+STABILITY: SURFACE MOTION
 PP1336
 PP1336  HISTORY     - Date     Condition        Report By
 PP1336  HISTORY     - 1950     MONUMENTED       USGS
 PP1336  HISTORY     - UNK      SEE DESCRIPTION  USGS
 PP1336  HISTORY     - 1970     GOOD             MNDT
 PP1336  HISTORY     - 1986     GOOD             USPSQD
 PP1336  HISTORY     - 19881214 GOOD             MNDT
 PP1336
 PP1336                          STATION DESCRIPTION
 PP1336
 PP1336'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 PP1336'
 PP1336
 PP1336                          STATION RECOVERY (1970)
 PP1336
 PP1336'RECOVERY NOTE BY MN DEPT OF TRANSP 1970
 PP1336'1.7 MI S FROM INVER GROVE.
 PP1336'MARK IS LOCATED ABOUT 750 FEET SOUTHWEST OF THE WHITE CITY TAVERN, 50
 PP1336'FEET WEST OF T.H. 56 CENTERLINE STATION 89 + 50, 54 FEET SOUTH OF A
 PP1336'PRIVATE DRIVE WEST IN A CONCRETE MONUMENT.  NE 1/4 SECTION 15, T 27N,
 PP1336'R 22W.
 PP1336
 PP1336                          STATION RECOVERY (1986)
 PP1336
 PP1336'RECOVERY NOTE BY US POWER SQUADRON 1986 (JN)
 PP1336'RECOVERED IN GOOD CONDITION.
 PP1336
 PP1336                          STATION RECOVERY (1988)
 PP1336
 PP1336'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1336'IN THE CITY OF INVER GROVE HEIGHTS, 1.6 MILES NORTH ALONG TRUNK
 PP1336'HIGHWAY 56 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55, AND IN THE NE 1/4
 PP1336'OF SECTION 15, T27N, R22W.  THE MARK IS 50.0 FEET WEST OF THE
 PP1336'CENTERLINE OF HIGHWAY 56 AT STATION 89+50, 54.0 FEET SOUTH OF A
 PP1336'PRIVATE DRIVE, 38.2 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 1.7 FEET
 PP1336'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS BENCH MARK
 PP1336'DISK STAMPED---21 RDS 1950---, IS SET IN THE TOP OF A CONCRETE
 PP1336'MONUMENT AND IS 0.4 FOOT BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1840 ***********************************************************************
 QP1840  DESIGNATION -  2101 A
 QP1840  PID         -  QP1840
 QP1840  STATE/COUNTY-  MN/DOUGLAS
 QP1840  COUNTRY     -  US
 QP1840  USGS QUAD   -  LAKE MARY (1966)
 QP1840
 QP1840                         *CURRENT SURVEY CONTROL
 QP1840  ______________________________________________________________________
 QP1840* NAD 83(1996) POSITION- 45 51 35.79875(N) 095 23 58.34429(W)   ADJUSTED  
 QP1840* NAVD 88 ORTHO HEIGHT -   435.265  (meters)    1428.03  (feet) ADJUSTED  
 QP1840  ______________________________________________________________________
 QP1840  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC09
 QP1840  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QP1840  DYNAMIC HEIGHT  -        435.261 (meters)     1428.02  (feet) COMP
 QP1840  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QP1840
 QP1840  HORZ ORDER      -  SECOND
 QP1840  VERT ORDER      -  SECOND    CLASS I
 QP1840
 QP1840.The horizontal coordinates were established by classical geodetic methods
 QP1840.and adjusted by the National Geodetic Survey in March 1999.
 QP1840.
 QP1840.The orthometric height was determined by differential leveling and
 QP1840.adjusted in June 1995.
 QP1840
 QP1840.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1840
 QP1840.The dynamic height is computed by dividing the NAVD 88
 QP1840.geopotential number by the normal gravity value computed on the
 QP1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1840.degrees latitude (g = 980.6199 gals.).
 QP1840
 QP1840.The modeled gravity was interpolated from observed gravity values.
 QP1840
 QP1840. The following values were computed from the NAD 83(1996) position.
 QP1840
 QP1840;                    North         East     Units Scale Factor Converg.
 QP1840;SPC MN C     -   196,227.369   710,735.474   MT  0.99995617   -0 49 53.6
 QP1840;SPC MN C     -   643,789.29  2,331,804.63   sFT  0.99995617   -0 49 53.6
 QP1840;UTM  15      - 5,081,286.443   313,731.388   MT  1.00002656   -1 43 21.0
 QP1840
 QP1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1840!SPC MN C     -   0.99993585  x   0.99995617  =   0.99989202
 QP1840!UTM  15      -   0.99993585  x   1.00002656  =   0.99996241
 QP1840
 QP1840                          SUPERSEDED SURVEY CONTROL
 QP1840
 QP1840  NAD 83(1986)-  45 51 35.79925(N)    095 23 58.33838(W) AD(       ) 2
 QP1840  NGVD 29 (07/27/93)  435.05   (m)         1427.3    (f) LEVELING    3  
 QP1840
 QP1840.Superseded values are not recommended for survey control.
 QP1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1840.See file dsdata.txt to determine how the superseded data were derived.
 QP1840
 QP1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1373181286(NAD 83)
 QP1840
 QP1840_MARKER: DB = BENCH MARK DISK
 QP1840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1840_SP_SET: ALUMINUM ALLOY ROD
 QP1840_STAMPING: 2101 A 1983
 QP1840_MARK LOGO: MNDT  
 QP1840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1840+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 QP1840
 QP1840  HISTORY     - Date     Condition        Report By
 QP1840  HISTORY     - 1983     MONUMENTED       MNDT
 QP1840  HISTORY     - 1983     GOOD             MNDT
 QP1840  HISTORY     - 19960415 GOOD             MNDT
 QP1840
 QP1840                          STATION DESCRIPTION
 QP1840
 QP1840'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 QP1840'THE STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE TOWN OF
 QP1840'ALEXANDRIA, IN THE NW 1/4 OF SECTION 36, T128N, R38W, ON THE SOUTH
 QP1840'RIGHT-OF-WAY OF TRUNK HIGHWAY 27, NEAR A TRANSPORTATION DEPARTMENT
 QP1840'MAINTENANCE STATION.
 QP1840'
 QP1840'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 QP1840'HIGHWAY 29 AT ALEXANDRIA, GO WEST ON TRUNK HIGHWAY 27 FOR 0.65 MILE TO
 QP1840'THE STATION ON THE LEFT.
 QP1840'
 QP1840'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QP1840'DISK STAMPED---2101 A 1983---, IS SET ON THE TOP OF A 3/4 INCH
 QP1840'DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 QP1840'SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF TRUNK
 QP1840'HIGHWAY 27.  THE MARK IS 75.2 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QP1840'HIGHWAY 27 AT MILEPOINT 78.25, 116 FEET WEST OF THE CENTER OF THE
 QP1840'ENTRANCE TO A TRANSPORTATION DEPARTMENT MAINTENANCE STATION, 136 FEET
 QP1840'NORTH OF A TRANSFORMER POWER POLE, 1.2 FEET NORTH OF A RIGHT-OF-WAY
 QP1840'POST, AND 1.3 FEET NORTHEAST OF A STEEL WITNESS POST.
 QP1840'
 QP1840'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1840'
 QP1840'THIS STATION IS AN AZIMUTH MARK FOR STATION VIKING MNDT.
 QP1840
 QP1840                          STATION RECOVERY (1983)
 QP1840
 QP1840'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP1840'2 MI SW FROM ALEXANDRIA.
 QP1840'THE MARK IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE TOWN OF
 QP1840'ALEXANDRIA, IN THE NW 1/4 OF SECTION 36, T128N, R38W, 0.65 MILE WEST
 QP1840'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 29 IN THE
 QP1840'SOUTH PART OF ALEXANDRIA, 75.2 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QP1840'HIGHWAY 27 AT MILEPOINT 78.25, 116 FEET WEST OF THE CENTER OF AN
 QP1840'ENTRANCE TO A TRANSPORTATION DEPARTMENT MAINTAINANCE BUILDING, 136
 QP1840'FEET NORTH OF A TRANSFORMER POWER POLE, 1.2 FEET NORTH OF A
 QP1840'RIGHT-OF-WAY POST, AND 1.3 FEET NORTHEAST OF A STEEL WITNESS POST.
 QP1840'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QP1840'STAMPED---2101 A 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 QP1840'35 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 QP1840'THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 27.  A
 QP1840'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1840
 QP1840                          STATION RECOVERY (1996)
 QP1840
 QP1840'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP1840'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1881 ***********************************************************************
 QP1881  DESIGNATION -  2101 AA
 QP1881  PID         -  QP1881
 QP1881  STATE/COUNTY-  MN/DOUGLAS
 QP1881  COUNTRY     -  US
 QP1881  USGS QUAD   -  KENSINGTON (1966)
 QP1881
 QP1881                         *CURRENT SURVEY CONTROL
 QP1881  ______________________________________________________________________
 QP1881* NAD 83(1986) POSITION- 45 49 32.     (N) 095 41 49.     (W)   SCALED    
 QP1881* NAVD 88 ORTHO HEIGHT -   409.319  (meters)    1342.91  (feet) ADJUSTED  
 QP1881  ______________________________________________________________________
 QP1881  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QP1881  DYNAMIC HEIGHT  -        409.313 (meters)     1342.89  (feet) COMP
 QP1881  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 QP1881
 QP1881  VERT ORDER      -  SECOND    CLASS I
 QP1881
 QP1881.The horizontal coordinates were scaled from a topographic map and have
 QP1881.an estimated accuracy of +/- 6 seconds.
 QP1881.
 QP1881.The orthometric height was determined by differential leveling and
 QP1881.adjusted in June 1995.
 QP1881
 QP1881.Photographs are available for this station.
 QP1881
 QP1881.The dynamic height is computed by dividing the NAVD 88
 QP1881.geopotential number by the normal gravity value computed on the
 QP1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1881.degrees latitude (g = 980.6199 gals.).
 QP1881
 QP1881.The modeled gravity was interpolated from observed gravity values.
 QP1881
 QP1881;                    North         East    Units  Estimated Accuracy
 QP1881;SPC MN C     -   192,780.      687,570.      MT  (+/- 180 meters Scaled)
 QP1881
 QP1881                          SUPERSEDED SURVEY CONTROL
 QP1881
 QP1881.No superseded survey control is available for this station.
 QP1881
 QP1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL905782(NAD 83)
 QP1881
 QP1881_MARKER: DB = BENCH MARK DISK
 QP1881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1881_SP_SET: ALUMINUM ALLOY ROD
 QP1881_STAMPING: 2101 AA 1983
 QP1881_MARK LOGO: MNDT  
 QP1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1881
 QP1881  HISTORY     - Date     Condition        Report By
 QP1881  HISTORY     - 1983     MONUMENTED       MNDT
 QP1881
 QP1881                          STATION DESCRIPTION
 QP1881
 QP1881'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1881'4.8 MI EAST FROM HOFFMAN.
 QP1881'THE MARK IS LOCATED ABOUT 4-3/4 MILES EAST OF THE TOWN OF HOFFMAN, IN
 QP1881'THE NE 1/4 OF SECTION 9, T127N, R40W, 4.95 MILES EAST ALONG TRUNK
 QP1881'HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN, 150
 QP1881'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT 63.3,
 QP1881'55.2 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 1, 52.2 FEET
 QP1881'NORTHEAST OF A STEEL RIGHT-OF-WAY POST, 3.5 FEET SOUTH-SOUTHWEST OF A
 QP1881'STEEL RIGHT-OF-WAY POST, AND 1.7 FEET SOUTHEAST OF A STEEL WITNESS
 QP1881'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QP1881'DISK STAMPED---2101 AA 1983---, IS SET ON THE TOP OF A 3/4 INCH
 QP1881'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 QP1881'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF COUNTY ROAD
 QP1881'1.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1885 ***********************************************************************
 QP1885  DESIGNATION -  2101 AB
 QP1885  PID         -  QP1885
 QP1885  STATE/COUNTY-  MN/DOUGLAS
 QP1885  COUNTRY     -  US
 QP1885  USGS QUAD   -  KENSINGTON (1966)
 QP1885
 QP1885                         *CURRENT SURVEY CONTROL
 QP1885  ______________________________________________________________________
 QP1885* NAD 83(1986) POSITION- 45 49 58.13   (N) 095 44 16.41   (W)   HD_HELD1  
 QP1885* NAVD 88 ORTHO HEIGHT -   401.197  (meters)    1316.26  (feet) ADJUSTED  
 QP1885  ______________________________________________________________________
 QP1885  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 QP1885  DYNAMIC HEIGHT  -        401.191 (meters)     1316.24  (feet) COMP
 QP1885  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QP1885
 QP1885  VERT ORDER      -  SECOND    CLASS I
 QP1885
 QP1885.The horizontal coordinates were established by differentially corrected
 QP1885.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1885.
 QP1885.The orthometric height was determined by differential leveling and
 QP1885.adjusted in June 1995.
 QP1885
 QP1885.Photographs are available for this station.
 QP1885
 QP1885.The dynamic height is computed by dividing the NAVD 88
 QP1885.geopotential number by the normal gravity value computed on the
 QP1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1885.degrees latitude (g = 980.6199 gals.).
 QP1885
 QP1885.The modeled gravity was interpolated from observed gravity values.
 QP1885
 QP1885;                    North         East    Units  Estimated Accuracy
 QP1885;SPC MN C     -   193,650.0     684,407.8     MT  (+/- 3 meters HH1 GPS) 
 QP1885
 QP1885                          SUPERSEDED SURVEY CONTROL
 QP1885
 QP1885.No superseded survey control is available for this station.
 QP1885
 QP1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8736379117(NAD 83)
 QP1885
 QP1885_MARKER: DV = VERTICAL CONTROL DISK
 QP1885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1885_SP_SET: ALUMINUM ALLOY ROD
 QP1885_STAMPING: 2101 AB 1983
 QP1885_MARK LOGO: MNDT  
 QP1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1885
 QP1885  HISTORY     - Date     Condition        Report By
 QP1885  HISTORY     - 1983     MONUMENTED       MNDT
 QP1885
 QP1885                          STATION DESCRIPTION
 QP1885
 QP1885'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1885'2.5 MI EAST FROM HOFFMAN.
 QP1885'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST OF THE TOWN OF HOFFMAN, IN
 QP1885'THE SE 1/4 OF SECTION 6, T127N, R40W, 2.8 MILES EAST ALONG TRUNK
 QP1885'HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN, 158
 QP1885'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT 61.1,
 QP1885'47.5 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 87 FEET NORTHEAST OF A
 QP1885'POWER POLE, 15.5 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, AND 2.7
 QP1885'FEET SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1885'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101 AB 1983---, IS
 QP1885'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 24 FOOT LONG DRIVEN ALUMINUM
 QP1885'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 10 FEET
 QP1885'BELOW THE LEVEL OF TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE
 QP1885'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1886 ***********************************************************************
 QP1886  DESIGNATION -  2101 AC
 QP1886  PID         -  QP1886
 QP1886  STATE/COUNTY-  MN/DOUGLAS
 QP1886  COUNTRY     -  US
 QP1886  USGS QUAD   -  KENSINGTON (1966)
 QP1886
 QP1886                         *CURRENT SURVEY CONTROL
 QP1886  ______________________________________________________________________
 QP1886* NAD 83(1986) POSITION- 45 49 58.     (N) 095 44 52.     (W)   SCALED    
 QP1886* NAVD 88 ORTHO HEIGHT -   395.518  (meters)    1297.63  (feet) ADJUSTED  
 QP1886  ______________________________________________________________________
 QP1886  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 QP1886  DYNAMIC HEIGHT  -        395.512 (meters)     1297.61  (feet) COMP
 QP1886  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QP1886
 QP1886  VERT ORDER      -  SECOND    CLASS I
 QP1886
 QP1886.The horizontal coordinates were scaled from a topographic map and have
 QP1886.an estimated accuracy of +/- 6 seconds.
 QP1886.
 QP1886.The orthometric height was determined by differential leveling and
 QP1886.adjusted in June 1995.
 QP1886
 QP1886.Photographs are available for this station.
 QP1886
 QP1886.The dynamic height is computed by dividing the NAVD 88
 QP1886.geopotential number by the normal gravity value computed on the
 QP1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1886.degrees latitude (g = 980.6199 gals.).
 QP1886
 QP1886.The modeled gravity was interpolated from observed gravity values.
 QP1886
 QP1886;                    North         East    Units  Estimated Accuracy
 QP1886;SPC MN C     -   193,660.      683,640.      MT  (+/- 180 meters Scaled)
 QP1886
 QP1886                          SUPERSEDED SURVEY CONTROL
 QP1886
 QP1886.No superseded survey control is available for this station.
 QP1886
 QP1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL865791(NAD 83)
 QP1886
 QP1886_MARKER: DV = VERTICAL CONTROL DISK
 QP1886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1886_SP_SET: ALUMINUM ALLOY ROD
 QP1886_STAMPING: 2101 AC 1983
 QP1886_MARK LOGO: MNDT  
 QP1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1886
 QP1886  HISTORY     - Date     Condition        Report By
 QP1886  HISTORY     - 1983     MONUMENTED       MNDT
 QP1886
 QP1886                          STATION DESCRIPTION
 QP1886
 QP1886'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1886'2.1 MI EAST FROM HOFFMAN.
 QP1886'THE MARK IS LOCATED 2.3 MILES EAST ALONG TRUNK HIGHWAY 27 FROM ITS
 QP1886'JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN, IN THE SE 1/4 OF SECTION
 QP1886'6, T127N, R40W, 71.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27
 QP1886'AT MILEPOINT 60.6, 157.5 FEET WEST OF THE CENTER OF A DRIVEWAY, 5.9
 QP1886'FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 1.8 FEET SOUTH OF A STEEL
 QP1886'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 QP1886'MONUMENT DISK STAMPED---2101 AC 1983---, IS SET ON THE TOP OF A 3/4
 QP1886'INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 QP1886'THE SURFACE OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK
 QP1886'HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1841 ***********************************************************************
 QP1841  DESIGNATION -  2101 B
 QP1841  PID         -  QP1841
 QP1841  STATE/COUNTY-  MN/DOUGLAS
 QP1841  COUNTRY     -  US
 QP1841  USGS QUAD   -  LAKE MARY (1966)
 QP1841
 QP1841                         *CURRENT SURVEY CONTROL
 QP1841  ______________________________________________________________________
 QP1841* NAD 83(1986) POSITION- 45 51 36.     (N) 095 24 48.     (W)   SCALED    
 QP1841* NAVD 88 ORTHO HEIGHT -   423.898  (meters)    1390.74  (feet) ADJUSTED  
 QP1841  ______________________________________________________________________
 QP1841  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1841  DYNAMIC HEIGHT  -        423.894 (meters)     1390.73  (feet) COMP
 QP1841  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 QP1841
 QP1841  VERT ORDER      -  SECOND    CLASS I
 QP1841
 QP1841.The horizontal coordinates were scaled from a topographic map and have
 QP1841.an estimated accuracy of +/- 6 seconds.
 QP1841.
 QP1841.The orthometric height was determined by differential leveling and
 QP1841.adjusted in June 1995.
 QP1841
 QP1841.The dynamic height is computed by dividing the NAVD 88
 QP1841.geopotential number by the normal gravity value computed on the
 QP1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1841.degrees latitude (g = 980.6199 gals.).
 QP1841
 QP1841.The modeled gravity was interpolated from observed gravity values.
 QP1841
 QP1841;                    North         East    Units  Estimated Accuracy
 QP1841;SPC MN C     -   196,250.      709,670.      MT  (+/- 180 meters Scaled)
 QP1841
 QP1841                          SUPERSEDED SURVEY CONTROL
 QP1841
 QP1841.No superseded survey control is available for this station.
 QP1841
 QP1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL126813(NAD 83)
 QP1841
 QP1841_MARKER: DB = BENCH MARK DISK
 QP1841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1841_SP_SET: ALUMINUM ALLOY ROD
 QP1841_STAMPING: 2101 B 1983
 QP1841_MARK LOGO: MNDT  
 QP1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1841+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 QP1841
 QP1841  HISTORY     - Date     Condition        Report By
 QP1841  HISTORY     - 1983     MONUMENTED       MNDT
 QP1841  HISTORY     - 19960415 MARK NOT FOUND   MNDT
 QP1841
 QP1841                          STATION DESCRIPTION
 QP1841
 QP1841'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1841'2.5 MI SW FROM ALEXANDRIA.
 QP1841'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTHWEST OF THE TOWN OF
 QP1841'ALEXANDRIA, IN THE NE 1/4 OF SECTION 35, T128N, R38W, 1.3 MILES WEST
 QP1841'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 29 IN THE
 QP1841'SOUTH PART OF ALEXANDRIA, 74.8 FEET NORTH OF THE CENTERLINE OF TRUNK
 QP1841'HIGHWAY 27 AT MILEPOINT 77.6, 67.5 FEET WEST OF THE CENTER OF A
 QP1841'DRIVEWAY NORTH, 42.0 FEET WEST OF AN UNDERGROUND CABLE MARKER POST,
 QP1841'33 FEET WEST OF A 24 INCH DIAMETER BOX ELDER TREE, 1.2 FEET
 QP1841'WEST-SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, AND 1.1 FEET SOUTH OF A
 QP1841'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QP1841'CONTROL MONUMENT DISK STAMPED---2101 B 1983---, IS SET ON THE TOP OF
 QP1841'A 3/4 INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 QP1841'WITH THE SURFACE OF THE GROUND AND ABOUT 1-1/2 FEET BELOW THE LEVEL
 QP1841'OF TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1841
 QP1841                          STATION RECOVERY (1996)
 QP1841
 QP1841'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP1841'STATION SEARCHED FOR AND NOT FOUND, APPEARS TO HAVE BEEN DESTROYED BY
 QP1841'RD CONSTRUCTION IN 1992-STA IS NOW CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1844 ***********************************************************************
 QP1844  DESIGNATION -  2101 C
 QP1844  PID         -  QP1844
 QP1844  STATE/COUNTY-  MN/DOUGLAS
 QP1844  COUNTRY     -  US
 QP1844  USGS QUAD   -  LAKE MARY (1966)
 QP1844
 QP1844                         *CURRENT SURVEY CONTROL
 QP1844  ______________________________________________________________________
 QP1844* NAD 83(1986) POSITION- 45 51 26.     (N) 095 26 39.     (W)   SCALED    
 QP1844* NAVD 88 ORTHO HEIGHT -   422.688  (meters)    1386.77  (feet) ADJUSTED  
 QP1844  ______________________________________________________________________
 QP1844  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1844  DYNAMIC HEIGHT  -        422.684 (meters)     1386.76  (feet) COMP
 QP1844  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QP1844
 QP1844  VERT ORDER      -  SECOND    CLASS I
 QP1844
 QP1844.The horizontal coordinates were scaled from a topographic map and have
 QP1844.an estimated accuracy of +/- 6 seconds.
 QP1844.
 QP1844.The orthometric height was determined by differential leveling and
 QP1844.adjusted in June 1995.
 QP1844
 QP1844.Photographs are available for this station.
 QP1844
 QP1844.The dynamic height is computed by dividing the NAVD 88
 QP1844.geopotential number by the normal gravity value computed on the
 QP1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1844.degrees latitude (g = 980.6199 gals.).
 QP1844
 QP1844.The modeled gravity was interpolated from observed gravity values.
 QP1844
 QP1844;                    North         East    Units  Estimated Accuracy
 QP1844;SPC MN C     -   195,980.      707,270.      MT  (+/- 180 meters Scaled)
 QP1844
 QP1844                          SUPERSEDED SURVEY CONTROL
 QP1844
 QP1844.No superseded survey control is available for this station.
 QP1844
 QP1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL102810(NAD 83)
 QP1844
 QP1844_MARKER: DV = VERTICAL CONTROL DISK
 QP1844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1844_SP_SET: ALUMINUM ALLOY ROD
 QP1844_STAMPING: 2101 C 1983
 QP1844_MARK LOGO: MNDT  
 QP1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1844
 QP1844  HISTORY     - Date     Condition        Report By
 QP1844  HISTORY     - 1983     MONUMENTED       MNDT
 QP1844
 QP1844                          STATION DESCRIPTION
 QP1844
 QP1844'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1844'3.5 MI SW FROM ALEXANDRIA.
 QP1844'THE MARK IS LOCATED ABOUT 3-1/2 MILES SOUTHWEST OF THE TOWN OF
 QP1844'ALEXANDRIA, IN THE NW 1/4 OF SECTION 34, T128N, R38W, 0.8 MILE WEST
 QP1844'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94, 73
 QP1844'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT 76.05,
 QP1844'57 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 36.7 FEET WEST-SOUTHWEST
 QP1844'OF A 24 INCH DIAMETER ELM TREE, 2.2 FEET SOUTH OF A FENCELINE, AND
 QP1844'1.4 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1844'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101 C 1983---, IS
 QP1844'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 50 FOOT LONG DRIVEN ALUMINUM
 QP1844'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET
 QP1844'BELOW THE LEVEL OF TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE
 QP1844'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1845 ***********************************************************************
 QP1845  DESIGNATION -  2101 D
 QP1845  PID         -  QP1845
 QP1845  STATE/COUNTY-  MN/DOUGLAS
 QP1845  COUNTRY     -  US
 QP1845  USGS QUAD   -  LAKE MARY (1966)
 QP1845
 QP1845                         *CURRENT SURVEY CONTROL
 QP1845  ______________________________________________________________________
 QP1845* NAD 83(1986) POSITION- 45 51 13.     (N) 095 27 36.     (W)   SCALED    
 QP1845* NAVD 88 ORTHO HEIGHT -   431.225  (meters)    1414.78  (feet) ADJUSTED  
 QP1845  ______________________________________________________________________
 QP1845  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 QP1845  DYNAMIC HEIGHT  -        431.221 (meters)     1414.76  (feet) COMP
 QP1845  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QP1845
 QP1845  VERT ORDER      -  SECOND    CLASS I
 QP1845
 QP1845.The horizontal coordinates were scaled from a topographic map and have
 QP1845.an estimated accuracy of +/- 6 seconds.
 QP1845.
 QP1845.The orthometric height was determined by differential leveling and
 QP1845.adjusted in June 1995.
 QP1845
 QP1845.The dynamic height is computed by dividing the NAVD 88
 QP1845.geopotential number by the normal gravity value computed on the
 QP1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1845.degrees latitude (g = 980.6199 gals.).
 QP1845
 QP1845.The modeled gravity was interpolated from observed gravity values.
 QP1845
 QP1845;                    North         East    Units  Estimated Accuracy
 QP1845;SPC MN C     -   195,590.      706,030.      MT  (+/- 180 meters Scaled)
 QP1845
 QP1845                          SUPERSEDED SURVEY CONTROL
 QP1845
 QP1845.No superseded survey control is available for this station.
 QP1845
 QP1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL090807(NAD 83)
 QP1845
 QP1845_MARKER: DB = BENCH MARK DISK
 QP1845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1845_SP_SET: ALUMINUM ALLOY ROD
 QP1845_STAMPING: 2101 D 1983
 QP1845_MARK LOGO: MNDT  
 QP1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1845
 QP1845  HISTORY     - Date     Condition        Report By
 QP1845  HISTORY     - 1983     MONUMENTED       MNDT
 QP1845
 QP1845                          STATION DESCRIPTION
 QP1845
 QP1845'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1845'4 MI WSW FROM ALEXANDRIA.
 QP1845'THE MARK IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF THE TOWN OF
 QP1845'ALEXANDRIA, IN THE SE 1/4 OF SECTION 33, T128N, R38W, IN THE
 QP1845'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 27 AND A
 QP1845'GRAVEL ROAD SOUTH, 1.6 MILES WEST ALONG TRUNK HIGHWAY 27 FROM ITS
 QP1845'JUNCTION WITH TRUNK HIGHWAY 94.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1845'VERTICAL CONTROL MONUMENT DISK STAMPED---2101 D 1983---, IS SET ON
 QP1845'THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD
 QP1845'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET ABOVE
 QP1845'THE LEVEL OF TRUNK HIGHWAY 27.  THE MARK IS 73 FEET SOUTH OF THE
 QP1845'CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT 75.25, 50 FEET EAST OF
 QP1845'THE CENTER OF THE GRAVEL ROAD, 55.7 FEET SOUTH OF STATION LAGRAND, 98
 QP1845'FEET EAST OF LAGRAND RM 2, 84 FEET EAST-NORTHEAST OF A POWER POLE,
 QP1845'79.6 FEET EAST OF AN UNDERGROUND CABLE MARKER POST, 1.8 FEET
 QP1845'NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, AND 1.4 FEET NORTH OF A STEEL
 QP1845'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1847 ***********************************************************************
 QP1847  DESIGNATION -  2101 E
 QP1847  PID         -  QP1847
 QP1847  STATE/COUNTY-  MN/DOUGLAS
 QP1847  COUNTRY     -  US
 QP1847  USGS QUAD   -  LAKE MARY (1966)
 QP1847
 QP1847                         *CURRENT SURVEY CONTROL
 QP1847  ______________________________________________________________________
 QP1847* NAD 83(1986) POSITION- 45 51 14.06   (N) 095 28 14.58   (W)   HD_HELD1  
 QP1847* NAVD 88 ORTHO HEIGHT -   422.339  (meters)    1385.62  (feet) ADJUSTED  
 QP1847  ______________________________________________________________________
 QP1847  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 QP1847  DYNAMIC HEIGHT  -        422.335 (meters)     1385.61  (feet) COMP
 QP1847  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 QP1847
 QP1847  VERT ORDER      -  SECOND    CLASS I
 QP1847
 QP1847.The horizontal coordinates were established by differentially corrected
 QP1847.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1847.
 QP1847.The orthometric height was determined by differential leveling and
 QP1847.adjusted in June 1995.
 QP1847
 QP1847.Photographs are available for this station.
 QP1847
 QP1847.The dynamic height is computed by dividing the NAVD 88
 QP1847.geopotential number by the normal gravity value computed on the
 QP1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1847.degrees latitude (g = 980.6199 gals.).
 QP1847
 QP1847.The modeled gravity was interpolated from observed gravity values.
 QP1847
 QP1847;                    North         East    Units  Estimated Accuracy
 QP1847;SPC MN C     -   195,639.0     705,198.5     MT  (+/- 3 meters HH1 GPS) 
 QP1847
 QP1847                          SUPERSEDED SURVEY CONTROL
 QP1847
 QP1847.No superseded survey control is available for this station.
 QP1847
 QP1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0818580784(NAD 83)
 QP1847
 QP1847_MARKER: DV = VERTICAL CONTROL DISK
 QP1847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1847_SP_SET: ALUMINUM ALLOY ROD
 QP1847_STAMPING: 2101 E 1983
 QP1847_MARK LOGO: MNDT  
 QP1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1847
 QP1847  HISTORY     - Date     Condition        Report By
 QP1847  HISTORY     - 1983     MONUMENTED       MNDT
 QP1847
 QP1847                          STATION DESCRIPTION
 QP1847
 QP1847'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1847'4.5 MI WSW FROM ALEXANDRIA.
 QP1847'THE MARK IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF THE TOWN OF
 QP1847'ALEXANDRIA, IN THE NE 1/4 OF SECTION 33, T128N, R38W, 1.05 MILES EAST
 QP1847'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT
 QP1847'5 MILES WEST OF ALEXANDRIA, 171.5 FEET NORTH OF THE CENTERLINE OF
 QP1847'TRUNK HIGHWAY 27 AT MILEPOINT 74.75, 50 FEET EAST OF THE CENTER OF A
 QP1847'GRAVEL ROAD, 102 FEET NORTH-NORTHWEST OF A POWER POLE, 101.6 FEET
 QP1847'NORTH OF UNDERGROUND CABLE MARKER NUMBER 51013, 2.6 FEET
 QP1847'SOUTH-SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, AND 0.8 FOOT WEST OF A
 QP1847'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QP1847'CONTROL MONUMENT DISK STAMPED---2101 E 1983---, IS SET ON THE TOP OF
 QP1847'A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 QP1847'WITH THE SURFACE OF THE GROUND AND ABOUT 5 FEET ABOVE THE LEVEL OF
 QP1847'TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1849 ***********************************************************************
 QP1849  DESIGNATION -  2101 F
 QP1849  PID         -  QP1849
 QP1849  STATE/COUNTY-  MN/DOUGLAS
 QP1849  COUNTRY     -  US
 QP1849  USGS QUAD   -  LAKE MARY (1966)
 QP1849
 QP1849                         *CURRENT SURVEY CONTROL
 QP1849  ______________________________________________________________________
 QP1849* NAD 83(1986) POSITION- 45 51 12.     (N) 095 28 53.     (W)   SCALED    
 QP1849* NAVD 88 ORTHO HEIGHT -   421.900  (meters)    1384.18  (feet) ADJUSTED  
 QP1849  ______________________________________________________________________
 QP1849  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 QP1849  DYNAMIC HEIGHT  -        421.895 (meters)     1384.17  (feet) COMP
 QP1849  MODELED GRAVITY -    980,591.6   (mgal)                       NAVD 88
 QP1849
 QP1849  VERT ORDER      -  SECOND    CLASS I
 QP1849
 QP1849.The horizontal coordinates were scaled from a topographic map and have
 QP1849.an estimated accuracy of +/- 6 seconds.
 QP1849.
 QP1849.The orthometric height was determined by differential leveling and
 QP1849.adjusted in June 1995.
 QP1849
 QP1849.Photographs are available for this station.
 QP1849
 QP1849.The dynamic height is computed by dividing the NAVD 88
 QP1849.geopotential number by the normal gravity value computed on the
 QP1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1849.degrees latitude (g = 980.6199 gals.).
 QP1849
 QP1849.The modeled gravity was interpolated from observed gravity values.
 QP1849
 QP1849;                    North         East    Units  Estimated Accuracy
 QP1849;SPC MN C     -   195,590.      704,370.      MT  (+/- 180 meters Scaled)
 QP1849
 QP1849                          SUPERSEDED SURVEY CONTROL
 QP1849
 QP1849.No superseded survey control is available for this station.
 QP1849
 QP1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL073807(NAD 83)
 QP1849
 QP1849_MARKER: DB = BENCH MARK DISK
 QP1849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1849_SP_SET: ALUMINUM ALLOY ROD
 QP1849_STAMPING: 2101 F 1983
 QP1849_MARK LOGO: MNDT  
 QP1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1849
 QP1849  HISTORY     - Date     Condition        Report By
 QP1849  HISTORY     - 1983     MONUMENTED       MNDT
 QP1849
 QP1849                          STATION DESCRIPTION
 QP1849
 QP1849'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1849'5 MI WSW FROM ALEXANDRIA.
 QP1849'THE MARK IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF THE TOWN OF
 QP1849'ALEXANDRIA, IN THE NW 1/4 OF SECTION 32, T128N, R38W, IN THE
 QP1849'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 27 AND A
 QP1849'GRAVEL ROAD, 0.6 MILE EAST ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION
 QP1849'WITH TRUNK HIGHWAY 114.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QP1849'CONTROL MONUMENT DISK STAMPED---2101 F 1983---, IS SET ON THE TOP OF
 QP1849'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 QP1849'WITH THE SURFACE OF THE GROUND AND ABOUT 8 FEET BELOW THE LEVEL OF
 QP1849'TRUNK HIGHWAY 27.  THE MARK IS 116 FEET NORTH OF THE CENTERLINE OF
 QP1849'TRUNK HIGHWAY 27 AT MILEPOINT 74.3, 55 FEET WEST OF THE CENTER OF THE
 QP1849'GRAVEL ROAD, 68.7 FEET NORTH-NORTHWEST OF STATION CORK, 103.2 FEET
 QP1849'EAST-NORTHEAST OF CORK RM 1, 58.6 FEET SOUTH-SOUTHWEST OF A STEEL
 QP1849'RIGHT-OF-WAY POST, AND 1.3 FEET SOUTH OF A STEEL WITNESS POST.  A
 QP1849'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1851 ***********************************************************************
 QP1851  DESIGNATION -  2101 G
 QP1851  PID         -  QP1851
 QP1851  STATE/COUNTY-  MN/DOUGLAS
 QP1851  COUNTRY     -  US
 QP1851  USGS QUAD   -  LAKE MARY (1966)
 QP1851
 QP1851                         *CURRENT SURVEY CONTROL
 QP1851  ______________________________________________________________________
 QP1851* NAD 83(1986) POSITION- 45 51 00.     (N) 095 29 31.     (W)   SCALED    
 QP1851* NAVD 88 ORTHO HEIGHT -   421.288  (meters)    1382.18  (feet) ADJUSTED  
 QP1851  ______________________________________________________________________
 QP1851  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1851  DYNAMIC HEIGHT  -        421.284 (meters)     1382.16  (feet) COMP
 QP1851  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 QP1851
 QP1851  VERT ORDER      -  SECOND    CLASS I
 QP1851
 QP1851.The horizontal coordinates were scaled from a topographic map and have
 QP1851.an estimated accuracy of +/- 6 seconds.
 QP1851.
 QP1851.The orthometric height was determined by differential leveling and
 QP1851.adjusted in June 1995.
 QP1851
 QP1851.Photographs are available for this station.
 QP1851
 QP1851.The dynamic height is computed by dividing the NAVD 88
 QP1851.geopotential number by the normal gravity value computed on the
 QP1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1851.degrees latitude (g = 980.6199 gals.).
 QP1851
 QP1851.The modeled gravity was interpolated from observed gravity values.
 QP1851
 QP1851;                    North         East    Units  Estimated Accuracy
 QP1851;SPC MN C     -   195,230.      703,540.      MT  (+/- 180 meters Scaled)
 QP1851
 QP1851                          SUPERSEDED SURVEY CONTROL
 QP1851
 QP1851.No superseded survey control is available for this station.
 QP1851
 QP1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL065804(NAD 83)
 QP1851
 QP1851_MARKER: DV = VERTICAL CONTROL DISK
 QP1851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1851_SP_SET: ALUMINUM ALLOY ROD
 QP1851_STAMPING: 2101 G 1983
 QP1851_MARK LOGO: MNDT  
 QP1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1851
 QP1851  HISTORY     - Date     Condition        Report By
 QP1851  HISTORY     - 1983     MONUMENTED       MNDT
 QP1851
 QP1851                          STATION DESCRIPTION
 QP1851
 QP1851'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1851'5.5 MI WSW FROM ALEXANDRIA.
 QP1851'THE MARK IS LOCATED ABOUT 5-1/2 MILES WEST-SOUTHWEST OF THE TOWN OF
 QP1851'ALEXANDRIA, IN THE SE 1/4 OF SECTION 31, T128N, R38W, IN THE
 QP1851'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 27 AND TRUNK
 QP1851'HIGHWAY 114, 126.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27
 QP1851'AT MILEPOINT 73.7, 128.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1851'114, 15 FEET WEST-SOUTHWEST OF A 30 INCH DIAMETER MAPLE TREE, 3.2
 QP1851'FEET EAST-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, AND 1.2 FEET
 QP1851'SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1851'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101 G 1983---, IS
 QP1851'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM
 QP1851'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT
 QP1851'ABOVE THE LEVEL OF TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE
 QP1851'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1854 ***********************************************************************
 QP1854  DESIGNATION -  2101 H
 QP1854  PID         -  QP1854
 QP1854  STATE/COUNTY-  MN/DOUGLAS
 QP1854  COUNTRY     -  US
 QP1854  USGS QUAD   -  FARWELL (1966)
 QP1854
 QP1854                         *CURRENT SURVEY CONTROL
 QP1854  ______________________________________________________________________
 QP1854* NAD 83(1986) POSITION- 45 50 48.     (N) 095 30 10.     (W)   SCALED    
 QP1854* NAVD 88 ORTHO HEIGHT -   437.370  (meters)    1434.94  (feet) ADJUSTED  
 QP1854  ______________________________________________________________________
 QP1854  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1854  DYNAMIC HEIGHT  -        437.364 (meters)     1434.92  (feet) COMP
 QP1854  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 QP1854
 QP1854  VERT ORDER      -  SECOND    CLASS I
 QP1854
 QP1854.The horizontal coordinates were scaled from a topographic map and have
 QP1854.an estimated accuracy of +/- 6 seconds.
 QP1854.
 QP1854.The orthometric height was determined by differential leveling and
 QP1854.adjusted in June 1995.
 QP1854
 QP1854.The dynamic height is computed by dividing the NAVD 88
 QP1854.geopotential number by the normal gravity value computed on the
 QP1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1854.degrees latitude (g = 980.6199 gals.).
 QP1854
 QP1854.The modeled gravity was interpolated from observed gravity values.
 QP1854
 QP1854;                    North         East    Units  Estimated Accuracy
 QP1854;SPC MN C     -   194,870.      702,700.      MT  (+/- 180 meters Scaled)
 QP1854
 QP1854                          SUPERSEDED SURVEY CONTROL
 QP1854
 QP1854.No superseded survey control is available for this station.
 QP1854
 QP1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL056800(NAD 83)
 QP1854
 QP1854_MARKER: DB = BENCH MARK DISK
 QP1854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1854_SP_SET: ALUMINUM ALLOY ROD
 QP1854_STAMPING: 2101 H 1983
 QP1854_MARK LOGO: MNDT  
 QP1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1854
 QP1854  HISTORY     - Date     Condition        Report By
 QP1854  HISTORY     - 1983     MONUMENTED       MNDT
 QP1854
 QP1854                          STATION DESCRIPTION
 QP1854
 QP1854'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1854'2 MI ENE FROM HOLMES CITY.
 QP1854'THE MARK IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF THE TOWN OF
 QP1854'HOLMES CITY, IN THE SW 1/4 OF SECTION 31, T128N, R38W, ON THE SOUTH
 QP1854'RIGHT-OF-WAY OF TRUNK HIGHWAY 27 AT MILEPOINT 72.1, 0.55 MILE WEST
 QP1854'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT
 QP1854'2 MILES EAST OF HOLMES CITY.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1854'VERTICAL CONTROL MONUMENT DISK STAMPED---2101 H 1983---, IS SET ON
 QP1854'THE TOP OF A 3/4 INCH DIAMETER BY 40 FOOT LONG DRIVEN ALUMINUM ROD
 QP1854'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 15 FEET ABOVE
 QP1854'THE LEVEL OF TRUNK HIGHWAY 27.  THE MARK IS 98.1 FEET SOUTH OF THE
 QP1854'CENTERLINE OF TRUNK HIGHWAY 27, 70.7 FEET WEST OF STATION BLY, 195.0
 QP1854'FEET SOUTH-SOUTHWEST OF BLY RM 1, AND 1.1 FEET NORTH OF A STEEL
 QP1854'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1855 ***********************************************************************
 QP1855  DESIGNATION -  2101 J
 QP1855  PID         -  QP1855
 QP1855  STATE/COUNTY-  MN/DOUGLAS
 QP1855  COUNTRY     -  US
 QP1855  USGS QUAD   -  FARWELL (1966)
 QP1855
 QP1855                         *CURRENT SURVEY CONTROL
 QP1855  ______________________________________________________________________
 QP1855* NAD 83(1986) POSITION- 45 50 48.     (N) 095 30 28.     (W)   SCALED    
 QP1855* NAVD 88 ORTHO HEIGHT -   417.607  (meters)    1370.10  (feet) ADJUSTED  
 QP1855  ______________________________________________________________________
 QP1855  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1855  DYNAMIC HEIGHT  -        417.602 (meters)     1370.08  (feet) COMP
 QP1855  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 QP1855
 QP1855  VERT ORDER      -  SECOND    CLASS I
 QP1855
 QP1855.The horizontal coordinates were scaled from a topographic map and have
 QP1855.an estimated accuracy of +/- 6 seconds.
 QP1855.
 QP1855.The orthometric height was determined by differential leveling and
 QP1855.adjusted in June 1995.
 QP1855
 QP1855.The dynamic height is computed by dividing the NAVD 88
 QP1855.geopotential number by the normal gravity value computed on the
 QP1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1855.degrees latitude (g = 980.6199 gals.).
 QP1855
 QP1855.The modeled gravity was interpolated from observed gravity values.
 QP1855
 QP1855;                    North         East    Units  Estimated Accuracy
 QP1855;SPC MN C     -   194,880.      702,310.      MT  (+/- 180 meters Scaled)
 QP1855
 QP1855                          SUPERSEDED SURVEY CONTROL
 QP1855
 QP1855.No superseded survey control is available for this station.
 QP1855
 QP1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL052800(NAD 83)
 QP1855
 QP1855_MARKER: DB = BENCH MARK DISK
 QP1855_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1855_SP_SET: CONCRETE BOX CULVERT HEADWALL
 QP1855_STAMPING: 2101 J 1983
 QP1855_MARK LOGO: MNDT  
 QP1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1855+STABILITY: SURFACE MOTION
 QP1855
 QP1855  HISTORY     - Date     Condition        Report By
 QP1855  HISTORY     - 1983     MONUMENTED       MNDT
 QP1855
 QP1855                          STATION DESCRIPTION
 QP1855
 QP1855'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1855'1.8 MI NE FROM HOLMES CITY.
 QP1855'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTHEAST OF THE TOWN OF HOLMES
 QP1855'CITY, IN THE NW 1/4 OF SECTION 6, T127N, R38W, 0.8 MILE WEST ALONG
 QP1855'TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5
 QP1855'MILES WEST OF ALEXANDRIA, 45.5 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QP1855'HIGHWAY 27 AT MILEPOINT 72.85, 0.6 FOOT WEST OF THE EAST EDGE OF THE
 QP1855'HEADWALL, IN THE TOP OF THE SOUTHEAST HEADWALL OF A CONCRETE BOX
 QP1855'CULVERT.  THE MARK IS A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QP1855'STAMPED---2101 J 1983---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1857 ***********************************************************************
 QP1857  DESIGNATION -  2101 K
 QP1857  PID         -  QP1857
 QP1857  STATE/COUNTY-  MN/DOUGLAS
 QP1857  COUNTRY     -  US
 QP1857  USGS QUAD   -  FARWELL (1966)
 QP1857
 QP1857                         *CURRENT SURVEY CONTROL
 QP1857  ______________________________________________________________________
 QP1857* NAD 83(1996) POSITION- 45 50 49.24782(N) 095 31 16.70185(W)   ADJUSTED  
 QP1857* NAVD 88 ORTHO HEIGHT -   428.672  (meters)    1406.40  (feet) ADJUSTED  
 QP1857  ______________________________________________________________________
 QP1857  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC09
 QP1857  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1857  DYNAMIC HEIGHT  -        428.666 (meters)     1406.38  (feet) COMP
 QP1857  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QP1857
 QP1857  HORZ ORDER      -  SECOND
 QP1857  VERT ORDER      -  SECOND    CLASS I
 QP1857
 QP1857.The horizontal coordinates were established by classical geodetic methods
 QP1857.and adjusted by the National Geodetic Survey in March 1999.
 QP1857.
 QP1857.The orthometric height was determined by differential leveling and
 QP1857.adjusted in June 1995.
 QP1857
 QP1857.Photographs are available for this station.
 QP1857
 QP1857.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1857
 QP1857.The dynamic height is computed by dividing the NAVD 88
 QP1857.geopotential number by the normal gravity value computed on the
 QP1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1857.degrees latitude (g = 980.6199 gals.).
 QP1857
 QP1857.The modeled gravity was interpolated from observed gravity values.
 QP1857
 QP1857. The following values were computed from the NAD 83(1996) position.
 QP1857
 QP1857;                    North         East     Units Scale Factor Converg.
 QP1857;SPC MN C     -   194,934.875   701,257.761   MT  0.99995805   -0 55 10.7
 QP1857;SPC MN C     -   639,548.84  2,300,709.84   sFT  0.99995805   -0 55 10.7
 QP1857;UTM  15      - 5,080,141.286   304,233.864   MT  1.00007117   -1 48 34.4
 QP1857
 QP1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1857!SPC MN C     -   0.99993688  x   0.99995805  =   0.99989493
 QP1857!UTM  15      -   0.99993688  x   1.00007117  =   1.00000805
 QP1857
 QP1857:                Primary Azimuth Mark                     Grid Az
 QP1857:SPC MN C     -  BRANDON TEL CO RADIO MAST                297 07 51.2
 QP1857:UTM  15      -  BRANDON TEL CO RADIO MAST                298 01 14.9
 QP1857
 QP1857|---------------------------------------------------------------------|
 QP1857| PID    Reference Object                     Distance      Geod. Az  |
 QP1857|                                                           dddmmss.s |
 QP1857| QP1856 22 DRL                               78.863 METERS 08850     |
 QP1857| QP2002 BRANDON TEL CO RADIO MAST           APPROX. 7.0 KM 2961240.5 |
 QP1857|---------------------------------------------------------------------|
 QP1857
 QP1857                          SUPERSEDED SURVEY CONTROL
 QP1857
 QP1857  NAD 83(1996)-  45 50 49.24679(N)    095 31 16.69593(W) AD(       ) 2
 QP1857  NAD 83(1986)-  45 50 49.24553(N)    095 31 16.69449(W) AD(       ) 2
 QP1857  NGVD 29 (07/27/93)  428.46   (m)         1405.7    (f) LEVELING    3  
 QP1857
 QP1857.Superseded values are not recommended for survey control.
 QP1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1857.See file dsdata.txt to determine how the superseded data were derived.
 QP1857
 QP1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0423380141(NAD 83)
 QP1857
 QP1857_MARKER: DB = BENCH MARK DISK
 QP1857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1857_SP_SET: ALUMINUM ALLOY ROD
 QP1857_STAMPING: 2101 K 1983
 QP1857_MARK LOGO: MNDT  
 QP1857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1857
 QP1857  HISTORY     - Date     Condition        Report By
 QP1857  HISTORY     - 1983     MONUMENTED       MNDT
 QP1857  HISTORY     - 1983     GOOD             MNDT
 QP1857
 QP1857                          STATION DESCRIPTION
 QP1857
 QP1857'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 QP1857'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF THE TOWN OF
 QP1857'HOLMES CITY, IN THE NW 1/4 OF SECTION 1, T127N, R39W, ON THE NORTH
 QP1857'RIGHT-OF-WAY OF TRUNK HIGHWAY 27 AT MILEPOINT 72.2.
 QP1857'
 QP1857'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 114 AND TRUNK
 QP1857'HIGHWAY 27 ABOUT 2 MILES EAST OF HOLMES CITY, GO WEST ON TRUNK HIGHWAY
 QP1857'27 FOR 1.45 MILES TO A GRAVEL CROSSROAD AND THE STATION ON THE RIGHT.
 QP1857'
 QP1857'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QP1857'DISK STAMPED---2101 K 1983---, IS SET ON THE TOP OF A 3/4 INCH
 QP1857'DIAMETER BY 18 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 QP1857'SURFACE OF THE GROUND AND ABOUT 10 FEET ABOVE THE LEVEL OF THE
 QP1857'HIGHWAY.  THE MARK IS 106 FEET NORTH OF THE CENTERLINE OF TRUNK
 QP1857'HIGHWAY 27, 210 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 39 FEET
 QP1857'NORTHEAST OF AN UNDERGROUND CABLE MARKER POST, 34 FEET NORTH-NORTHEAST
 QP1857'OF A STEEL RIGHT-OF-WAY POST, 7 FEET SOUTH OF A POWER POLE, 7.2 FEET
 QP1857'SOUTH OF A FENCE, AND 3.0 FEET EAST OF A STEEL WITNESS POST.  NO
 QP1857'UNDERGROUND MARK WAS SET FOR THIS STATION.
 QP1857'
 QP1857'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1857
 QP1857                          STATION RECOVERY (1983)
 QP1857
 QP1857'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP1857'1.25 MI NE FROM HOLMES CITY.
 QP1857'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTHEAST OF THE TOWN OF HOLMES
 QP1857'CITY, IN THE NW 1/4 OF SECTION 1, T127N, R39W, ON THE NORTH
 QP1857'RIGHT-OF-WAY OF TRUNK HIGHWAY 27 AT MILEPOINT 72.2, 1.45 MILES WEST
 QP1857'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT
 QP1857'2 MILES EAST OF HOLMES CITY.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1857'VERTICAL CONTROL MONUMENT DISK STAMPED---2101 K 1983---, IS SET ON
 QP1857'THE TOP OF A 3/4 INCH DIAMETER BY 18 FOOT LONG DRIVEN ALUMINUM ROD
 QP1857'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 10 FEET ABOVE
 QP1857'THE LEVEL OF THE HIGHWAY.  THE MARK IS 106 FEET NORTH OF THE
 QP1857'CENTERLINE OF TRUNK HIGHWAY 27, 210 FEET WEST OF THE CENTER OF A
 QP1857'GRAVEL ROAD, 39 FEET NORTHEAST OF AN UNDERGROUND CABLE MARKER POST,
 QP1857'34 FEET NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST, 7 FEET SOUTH OF
 QP1857'A POWER POLE, 7.2 FEET SOUTH OF A FENCE, AND 3.0 FEET EAST OF A STEEL
 QP1857'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1858 ***********************************************************************
 QP1858  DESIGNATION -  2101 L
 QP1858  PID         -  QP1858
 QP1858  STATE/COUNTY-  MN/DOUGLAS
 QP1858  COUNTRY     -  US
 QP1858  USGS QUAD   -  FARWELL (1966)
 QP1858
 QP1858                         *CURRENT SURVEY CONTROL
 QP1858  ______________________________________________________________________
 QP1858* NAD 83(1986) POSITION- 45 50 37.     (N) 095 31 49.     (W)   SCALED    
 QP1858* NAVD 88 ORTHO HEIGHT -   423.952  (meters)    1390.92  (feet) ADJUSTED  
 QP1858  ______________________________________________________________________
 QP1858  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1858  DYNAMIC HEIGHT  -        423.946 (meters)     1390.90  (feet) COMP
 QP1858  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 QP1858
 QP1858  VERT ORDER      -  SECOND    CLASS I
 QP1858
 QP1858.The horizontal coordinates were scaled from a topographic map and have
 QP1858.an estimated accuracy of +/- 6 seconds.
 QP1858.
 QP1858.The orthometric height was determined by differential leveling and
 QP1858.adjusted in June 1995.
 QP1858
 QP1858.The dynamic height is computed by dividing the NAVD 88
 QP1858.geopotential number by the normal gravity value computed on the
 QP1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1858.degrees latitude (g = 980.6199 gals.).
 QP1858
 QP1858.The modeled gravity was interpolated from observed gravity values.
 QP1858
 QP1858;                    North         East    Units  Estimated Accuracy
 QP1858;SPC MN C     -   194,570.      700,560.      MT  (+/- 180 meters Scaled)
 QP1858
 QP1858                          SUPERSEDED SURVEY CONTROL
 QP1858
 QP1858.No superseded survey control is available for this station.
 QP1858
 QP1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL035797(NAD 83)
 QP1858
 QP1858_MARKER: DB = BENCH MARK DISK
 QP1858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1858_SP_SET: ALUMINUM ALLOY ROD
 QP1858_STAMPING: 2101 L 1983
 QP1858_MARK LOGO: MNDT  
 QP1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1858
 QP1858  HISTORY     - Date     Condition        Report By
 QP1858  HISTORY     - 1983     MONUMENTED       MNDT
 QP1858
 QP1858                          STATION DESCRIPTION
 QP1858
 QP1858'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1858'0.7 MI NE FROM HOLMES CITY.
 QP1858'THE MARK IS LOCATED ABOUT 3/4 MILE NORTHEAST OF THE TOWN OF HOLMES
 QP1858'CITY, IN THE NW 1/4 OF SECTION 1, T127N, R39W, 1.95 MILES WEST ALONG
 QP1858'TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5
 QP1858'MILES WEST OF ALEXANDRIA, 71.7 FEET NORTH-NORTHWEST OF THE CENTERLINE
 QP1858'OF TRUNK HIGHWAY 27 AT MILEPOINT 71.7, 41 FEET WEST-SOUTHWEST OF THE
 QP1858'CENTER OF A GRAVEL ROAD THAT IS A PUBLIC ACCESS TO MILL LAKE, 19.4
 QP1858'FEET EAST-NORTHEAST OF A POWER POLE, AND 1.6 FEET SOUTH-SOUTHEAST OF
 QP1858'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QP1858'CONTROL MONUMENT DISK STAMPED---2101 L 1983---, IS SET ON THE TOP OF
 QP1858'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 QP1858'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 27.
 QP1858'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1859 ***********************************************************************
 QP1859  DESIGNATION -  2101 M
 QP1859  PID         -  QP1859
 QP1859  STATE/COUNTY-  MN/DOUGLAS
 QP1859  COUNTRY     -  US
 QP1859  USGS QUAD   -  FARWELL (1966)
 QP1859
 QP1859                         *CURRENT SURVEY CONTROL
 QP1859  ______________________________________________________________________
 QP1859* NAD 83(1986) POSITION- 45 50 17.0    (N) 095 32 24.4    (W)   HD_HELD2  
 QP1859* NAVD 88 ORTHO HEIGHT -   428.149  (meters)    1404.69  (feet) ADJUSTED  
 QP1859  ______________________________________________________________________
 QP1859  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 QP1859  DYNAMIC HEIGHT  -        428.142 (meters)     1404.66  (feet) COMP
 QP1859  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QP1859
 QP1859  VERT ORDER      -  SECOND    CLASS I
 QP1859
 QP1859.The horizontal coordinates were established by autonomous hand held GPS
 QP1859.observations and have an estimated accuracy of +/- 10 meters.
 QP1859.
 QP1859.The orthometric height was determined by differential leveling and
 QP1859.adjusted in June 1995.
 QP1859
 QP1859.Photographs are available for this station.
 QP1859
 QP1859.The dynamic height is computed by dividing the NAVD 88
 QP1859.geopotential number by the normal gravity value computed on the
 QP1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1859.degrees latitude (g = 980.6199 gals.).
 QP1859
 QP1859.The modeled gravity was interpolated from observed gravity values.
 QP1859
 QP1859;                    North         East    Units  Estimated Accuracy
 QP1859;SPC MN C     -   193,963.      699,781.      MT  (+/- 10 meters HH2 GPS)
 QP1859
 QP1859                          SUPERSEDED SURVEY CONTROL
 QP1859
 QP1859.No superseded survey control is available for this station.
 QP1859
 QP1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0274279192(NAD 83)
 QP1859
 QP1859_MARKER: DB = BENCH MARK DISK
 QP1859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1859_SP_SET: ALUMINUM ALLOY ROD
 QP1859_STAMPING: 2101 M 1983
 QP1859_MARK LOGO: MNDT  
 QP1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1859
 QP1859  HISTORY     - Date     Condition        Report By
 QP1859  HISTORY     - 1983     MONUMENTED       MNDT
 QP1859
 QP1859                          STATION DESCRIPTION
 QP1859
 QP1859'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1859'0.1 MI NORTH FROM HOLMES CITY.
 QP1859'THE MARK IS LOCATED ABOUT 0.1 MILE NORTH OF THE TOWN OF HOLMES CITY,
 QP1859'IN THE SE 1/4 OF SECTION 2, T127N, R39W, 2.55 MILES WEST ALONG TRUNK
 QP1859'HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5 MILES
 QP1859'WEST OF ALEXANDRIA, 161.5 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QP1859'HIGHWAY 27 AT MILEPOINT 71.1, 32.4 FEET WEST OF THE CENTERLINE OF
 QP1859'COUNTY ROAD 4, 72 FEET SOUTH OF A POWER POLE, 1.3 FEET
 QP1859'NORTH-NORTHEAST OF A STEEL RIGHT-OF-WAY POST, AND 1.3 FEET NORTHEAST
 QP1859'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QP1859'CONTROL MONUMENT DISK STAMPED---2101 M 1983---, IS SET ON THE TOP OF
 QP1859'A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 QP1859'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 QP1859'TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1860 ***********************************************************************
 QP1860  DESIGNATION -  2101 N
 QP1860  PID         -  QP1860
 QP1860  STATE/COUNTY-  MN/DOUGLAS
 QP1860  COUNTRY     -  US
 QP1860  USGS QUAD   -  FARWELL (1966)
 QP1860
 QP1860                         *CURRENT SURVEY CONTROL
 QP1860  ______________________________________________________________________
 QP1860* NAD 83(1986) POSITION- 45 50 20.     (N) 095 33 07.     (W)   SCALED    
 QP1860* NAVD 88 ORTHO HEIGHT -   437.451  (meters)    1435.20  (feet) ADJUSTED  
 QP1860  ______________________________________________________________________
 QP1860  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1860  DYNAMIC HEIGHT  -        437.444 (meters)     1435.18  (feet) COMP
 QP1860  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 QP1860
 QP1860  VERT ORDER      -  SECOND    CLASS I
 QP1860
 QP1860.The horizontal coordinates were scaled from a topographic map and have
 QP1860.an estimated accuracy of +/- 6 seconds.
 QP1860.
 QP1860.The orthometric height was determined by differential leveling and
 QP1860.adjusted in June 1995.
 QP1860
 QP1860.The dynamic height is computed by dividing the NAVD 88
 QP1860.geopotential number by the normal gravity value computed on the
 QP1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1860.degrees latitude (g = 980.6199 gals.).
 QP1860
 QP1860.The modeled gravity was interpolated from observed gravity values.
 QP1860
 QP1860;                    North         East    Units  Estimated Accuracy
 QP1860;SPC MN C     -   194,070.      698,860.      MT  (+/- 180 meters Scaled)
 QP1860
 QP1860                          SUPERSEDED SURVEY CONTROL
 QP1860
 QP1860.No superseded survey control is available for this station.
 QP1860
 QP1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL018793(NAD 83)
 QP1860
 QP1860_MARKER: DB = BENCH MARK DISK
 QP1860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1860_SP_SET: ALUMINUM ALLOY ROD
 QP1860_STAMPING: 2101 N 1983
 QP1860_MARK LOGO: MNDT  
 QP1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1860
 QP1860  HISTORY     - Date     Condition        Report By
 QP1860  HISTORY     - 1983     MONUMENTED       MNDT
 QP1860
 QP1860                          STATION DESCRIPTION
 QP1860
 QP1860'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1860'0.5 MI WNW FROM HOLMES CITY.
 QP1860'THE MARK IS LOCATED ABOUT 1/2 MILE WEST-NORTHWEST OF THE TOWN OF
 QP1860'HOLMES CITY, IN THE NE 1/4 OF SECTION 3, T127N, R39W, ON THE NORTH
 QP1860'RIGHT-OF-WAY OF TRUNK HIGHWAY 27 AT MILEPOINT 70.5, 3.15 MILES WEST
 QP1860'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT
 QP1860'5 MILES WEST OF ALEXANDRIA.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1860'VERTICAL CONTROL MONUMENT DISK STAMPED---2101 N 1983---, IS SET ON
 QP1860'THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD
 QP1860'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT ABOVE
 QP1860'THE LEVEL OF TRUNK HIGHWAY 27.  THE MARK IS 66.8 FEET NORTH OF THE
 QP1860'CENTERLINE OF TRUNK HIGHWAY 27, ABOUT 400 FEET WEST OF A GRAVEL ROAD,
 QP1860'129.2 FEET NORTH OF STATION WESEN, 144.6 FEET NORTH-NORTHWEST OF
 QP1860'WESEN RM 2, 147 FEET NORTHWEST OF A POWER POLE, AND 1.2 FEET
 QP1860'EAST-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 QP1860'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1864 ***********************************************************************
 QP1864  DESIGNATION -  2101 P
 QP1864  PID         -  QP1864
 QP1864  STATE/COUNTY-  MN/DOUGLAS
 QP1864  COUNTRY     -  US
 QP1864  USGS QUAD   -  FARWELL (1966)
 QP1864
 QP1864                         *CURRENT SURVEY CONTROL
 QP1864  ______________________________________________________________________
 QP1864* NAD 83(1986) POSITION- 45 50 19.3    (N) 095 34 20.2    (W)   HD_HELD2  
 QP1864* NAVD 88 ORTHO HEIGHT -   437.246  (meters)    1434.53  (feet) ADJUSTED  
 QP1864  ______________________________________________________________________
 QP1864  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1864  DYNAMIC HEIGHT  -        437.238 (meters)     1434.51  (feet) COMP
 QP1864  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 QP1864
 QP1864  VERT ORDER      -  SECOND    CLASS I
 QP1864
 QP1864.The horizontal coordinates were established by autonomous hand held GPS
 QP1864.observations and have an estimated accuracy of +/- 10 meters.
 QP1864.
 QP1864.The orthometric height was determined by differential leveling and
 QP1864.adjusted in June 1995.
 QP1864
 QP1864.Photographs are available for this station.
 QP1864
 QP1864.The dynamic height is computed by dividing the NAVD 88
 QP1864.geopotential number by the normal gravity value computed on the
 QP1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1864.degrees latitude (g = 980.6199 gals.).
 QP1864
 QP1864.The modeled gravity was interpolated from observed gravity values.
 QP1864
 QP1864;                    North         East    Units  Estimated Accuracy
 QP1864;SPC MN C     -   194,075.      697,284.      MT  (+/- 10 meters HH2 GPS)
 QP1864
 QP1864                          SUPERSEDED SURVEY CONTROL
 QP1864
 QP1864.No superseded survey control is available for this station.
 QP1864
 QP1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0024679343(NAD 83)
 QP1864
 QP1864_MARKER: DV = VERTICAL CONTROL DISK
 QP1864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1864_SP_SET: ALUMINUM ALLOY ROD
 QP1864_STAMPING: 2101 P 1983
 QP1864_MARK LOGO: MNDT  
 QP1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1864
 QP1864  HISTORY     - Date     Condition        Report By
 QP1864  HISTORY     - 1983     MONUMENTED       MNDT
 QP1864
 QP1864                          STATION DESCRIPTION
 QP1864
 QP1864'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1864'1.5 MI WEST FROM HOLMES CITY.
 QP1864'THE MARK IS LOCATED ABOUT 1-1/2 MILES WEST OF THE TOWN OF HOLMES
 QP1864'CITY, IN THE SE 1/4 OF SECTION 4, T127N, R39W, 4.1 MILES WEST ALONG
 QP1864'TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5
 QP1864'MILES WEST OF ALEXANDRIA, 137.5 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QP1864'HIGHWAY 27 AT MILEPOINT 69.55, 92 FEET WEST OF THE CENTERLINE OF
 QP1864'COUNTY ROAD 7, 159 FEET NORTH-NORTHWEST OF A POWER POLE, 75 FEET
 QP1864'SOUTHWEST OF A POWER POLE, AND 0.9 FOOT EAST OF A STEEL WITNESS POST.
 QP1864'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QP1864'STAMPED---2101 P 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 QP1864'10 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 QP1864'THE GROUND AND ABOUT 4 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 27.  A
 QP1864'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1869 ***********************************************************************
 QP1869  DESIGNATION -  2101 R
 QP1869  PID         -  QP1869
 QP1869  STATE/COUNTY-  MN/DOUGLAS
 QP1869  COUNTRY     -  US
 QP1869  USGS QUAD   -  FARWELL (1966)
 QP1869
 QP1869                         *CURRENT SURVEY CONTROL
 QP1869  ______________________________________________________________________
 QP1869* NAD 83(1986) POSITION- 45 50 15.     (N) 095 35 59.     (W)   SCALED    
 QP1869* NAVD 88 ORTHO HEIGHT -   423.907  (meters)    1390.77  (feet) ADJUSTED  
 QP1869  ______________________________________________________________________
 QP1869  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 QP1869  DYNAMIC HEIGHT  -        423.899 (meters)     1390.74  (feet) COMP
 QP1869  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 QP1869
 QP1869  VERT ORDER      -  SECOND    CLASS I
 QP1869
 QP1869.The horizontal coordinates were scaled from a topographic map and have
 QP1869.an estimated accuracy of +/- 6 seconds.
 QP1869.
 QP1869.The orthometric height was determined by differential leveling and
 QP1869.adjusted in June 1995.
 QP1869
 QP1869.The dynamic height is computed by dividing the NAVD 88
 QP1869.geopotential number by the normal gravity value computed on the
 QP1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1869.degrees latitude (g = 980.6199 gals.).
 QP1869
 QP1869.The modeled gravity was interpolated from observed gravity values.
 QP1869
 QP1869;                    North         East    Units  Estimated Accuracy
 QP1869;SPC MN C     -   193,980.      695,150.      MT  (+/- 180 meters Scaled)
 QP1869
 QP1869                          SUPERSEDED SURVEY CONTROL
 QP1869
 QP1869.No superseded survey control is available for this station.
 QP1869
 QP1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL981792(NAD 83)
 QP1869
 QP1869_MARKER: DB = BENCH MARK DISK
 QP1869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1869_SP_SET: ALUMINUM ALLOY ROD
 QP1869_STAMPING: 2101 R 1983
 QP1869_MARK LOGO: MNDT  
 QP1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1869
 QP1869  HISTORY     - Date     Condition        Report By
 QP1869  HISTORY     - 1983     MONUMENTED       MNDT
 QP1869
 QP1869                          STATION DESCRIPTION
 QP1869
 QP1869'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1869'2.8 MI WEST FROM HOLMES CITY.
 QP1869'THE MARK IS LOCATED ABOUT 2-3/4 MILES WEST OF THE TOWN OF HOLMES
 QP1869'CITY, IN THE NE 1/4 OF SECTION 5, T127N, R39W, 5.45 MILES WEST ALONG
 QP1869'TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5
 QP1869'MILES WEST OF ALEXANDRIA, 84.5 FEET NORTHWEST OF THE CENTERLINE OF
 QP1869'TRUNK HIGHWAY 27 AT MILEPOINT 68.2, 24 FEET WEST OF THE CENTER OF A
 QP1869'GRAVEL ROAD, 148 FEET NORTHWEST OF A POWER POLE, 35.3 FEET
 QP1869'EAST-NORTHEAST OF UNDERGROUND CABLE MARKER NUMBER 36, AND 1.1 FEET
 QP1869'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1869'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101 R 1983---, IS
 QP1869'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM
 QP1869'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1871 ***********************************************************************
 QP1871  DESIGNATION -  2101 T
 QP1871  PID         -  QP1871
 QP1871  STATE/COUNTY-  MN/DOUGLAS
 QP1871  COUNTRY     -  US
 QP1871  USGS QUAD   -  FARWELL (1966)
 QP1871
 QP1871                         *CURRENT SURVEY CONTROL
 QP1871  ______________________________________________________________________
 QP1871* NAD 83(1986) POSITION- 45 49 50.5    (N) 095 37 27.0    (W)   HD_HELD2  
 QP1871* NAVD 88 ORTHO HEIGHT -   426.566  (meters)    1399.49  (feet) ADJUSTED  
 QP1871  ______________________________________________________________________
 QP1871  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1871  DYNAMIC HEIGHT  -        426.558 (meters)     1399.47  (feet) COMP
 QP1871  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 QP1871
 QP1871  VERT ORDER      -  SECOND    CLASS I
 QP1871
 QP1871.The horizontal coordinates were established by autonomous hand held GPS
 QP1871.observations and have an estimated accuracy of +/- 10 meters.
 QP1871.
 QP1871.The orthometric height was determined by differential leveling and
 QP1871.adjusted in June 1995.
 QP1871
 QP1871.Photographs are available for this station.
 QP1871
 QP1871.The dynamic height is computed by dividing the NAVD 88
 QP1871.geopotential number by the normal gravity value computed on the
 QP1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1871.degrees latitude (g = 980.6199 gals.).
 QP1871
 QP1871.The modeled gravity was interpolated from observed gravity values.
 QP1871
 QP1871;                    North         East    Units  Estimated Accuracy
 QP1871;SPC MN C     -   193,255.      693,238.      MT  (+/- 10 meters HH2 GPS)
 QP1871
 QP1871                          SUPERSEDED SURVEY CONTROL
 QP1871
 QP1871.No superseded survey control is available for this station.
 QP1871
 QP1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9618778585(NAD 83)
 QP1871
 QP1871_MARKER: DV = VERTICAL CONTROL DISK
 QP1871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1871_SP_SET: ALUMINUM ALLOY ROD
 QP1871_STAMPING: 2101 T 1983
 QP1871_MARK LOGO: MNDT  
 QP1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1871
 QP1871  HISTORY     - Date     Condition        Report By
 QP1871  HISTORY     - 1983     MONUMENTED       MNDT
 QP1871
 QP1871                          STATION DESCRIPTION
 QP1871
 QP1871'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1871'4 MI WEST FROM HOLMES CITY.
 QP1871'THE MARK IS LOCATED ABOUT 4 MILES WEST OF THE TOWN OF HOLMES CITY, IN
 QP1871'THE NE 1/4 OF SECTION 7, T127N, R39W, 6.7 MILES WEST ALONG TRUNK
 QP1871'HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5 MILES
 QP1871'WEST OF ALEXANDRIA, 158 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1871'27 AT MILEPOINT 66.9, 41 FEET WEST OF THE CENTER OF A DRIVEWAY, 83.2
 QP1871'FEET NORTH-NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 78 FEET
 QP1871'NORTH-NORTHWEST OF A POWER POLE, 26.7 FEET WEST-NORTHWEST OF A
 QP1871'TRANSFORMER POWER POLE, AND 2.5 FEET SOUTHWEST OF A STEEL WITNESS
 QP1871'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QP1871'DISK STAMPED---2101 T 1983---, IS SET ON THE TOP OF A 3/4 INCH
 QP1871'DIAMETER BY 30 FOOT LONG DRIVEN ALUMINUM ROD THAT IS BURIED 0.1 FOOT
 QP1871'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 10 FEET ABOVE THE LEVEL
 QP1871'OF TRUNK HIGHWAY 27.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1872 ***********************************************************************
 QP1872  DESIGNATION -  2101 U
 QP1872  PID         -  QP1872
 QP1872  STATE/COUNTY-  MN/DOUGLAS
 QP1872  COUNTRY     -  US
 QP1872  USGS QUAD   -  KENSINGTON (1966)
 QP1872
 QP1872                         *CURRENT SURVEY CONTROL
 QP1872  ______________________________________________________________________
 QP1872* NAD 83(1986) POSITION- 45 49 31.     (N) 095 38 02.     (W)   SCALED    
 QP1872* NAVD 88 ORTHO HEIGHT -   429.056  (meters)    1407.66  (feet) ADJUSTED  
 QP1872  ______________________________________________________________________
 QP1872  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1872  DYNAMIC HEIGHT  -        429.048 (meters)     1407.64  (feet) COMP
 QP1872  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 QP1872
 QP1872  VERT ORDER      -  SECOND    CLASS I
 QP1872
 QP1872.The horizontal coordinates were scaled from a topographic map and have
 QP1872.an estimated accuracy of +/- 6 seconds.
 QP1872.
 QP1872.The orthometric height was determined by differential leveling and
 QP1872.adjusted in June 1995.
 QP1872
 QP1872.The dynamic height is computed by dividing the NAVD 88
 QP1872.geopotential number by the normal gravity value computed on the
 QP1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1872.degrees latitude (g = 980.6199 gals.).
 QP1872
 QP1872.The modeled gravity was interpolated from observed gravity values.
 QP1872
 QP1872;                    North         East    Units  Estimated Accuracy
 QP1872;SPC MN C     -   192,670.      692,470.      MT  (+/- 180 meters Scaled)
 QP1872
 QP1872                          SUPERSEDED SURVEY CONTROL
 QP1872
 QP1872.No superseded survey control is available for this station.
 QP1872
 QP1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL954780(NAD 83)
 QP1872
 QP1872_MARKER: DB = BENCH MARK DISK
 QP1872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1872_SP_SET: ALUMINUM ALLOY ROD
 QP1872_STAMPING: 2101 U 1983
 QP1872_MARK LOGO: MNDT  
 QP1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1872
 QP1872  HISTORY     - Date     Condition        Report By
 QP1872  HISTORY     - 1983     MONUMENTED       MNDT
 QP1872
 QP1872                          STATION DESCRIPTION
 QP1872
 QP1872'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1872'4.5 MI NE FROM KENSINGTON.
 QP1872'THE MARK IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF THE TOWN OF
 QP1872'KENSINGTON, IN THE SW 1/4 OF SECTION 7, T127N, R39W, ON THE EAST
 QP1872'RIGHT-OF-WAY OF A GRAVEL ROAD, 7.95 MILES EAST ALONG TRUNK HIGHWAY 27
 QP1872'FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN THENCE 255 FEET
 QP1872'SOUTH ALONG A GRAVEL ROAD.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1872'VERTICAL CONTROL MONUMENT DISK STAMPED---2101 U 1983---, IS SET ON
 QP1872'THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD
 QP1872'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 25.5 FEET
 QP1872'EAST OF THE CENTER OF THE GRAVEL ROAD, 68.2 FEET NORTHEAST OF STATION
 QP1872'ANDES, 69.1 FEET NORTH OF ANDES RM 2, 98 FEET EAST-NORTHEAST OF A
 QP1872'POWER POLE, 60 FEET SOUTH OF A POWER POLE, 4.1 FEET WEST OF A FENCE,
 QP1872'AND 4.1 FEET WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 QP1872'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1875 ***********************************************************************
 QP1875  DESIGNATION -  2101 V
 QP1875  PID         -  QP1875
 QP1875  STATE/COUNTY-  MN/DOUGLAS
 QP1875  COUNTRY     -  US
 QP1875  USGS QUAD   -  KENSINGTON (1966)
 QP1875
 QP1875                         *CURRENT SURVEY CONTROL
 QP1875  ______________________________________________________________________
 QP1875* NAD 83(1996) POSITION- 45 49 31.02949(N) 095 38 39.37210(W)   NO CHECK  
 QP1875* NAVD 88 ORTHO HEIGHT -   425.252  (meters)    1395.18  (feet) ADJUSTED  
 QP1875  ______________________________________________________________________
 QP1875  LAPLACE CORR    -          1.14  (seconds)                    DEFLEC09
 QP1875  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1875  DYNAMIC HEIGHT  -        425.244 (meters)     1395.15  (feet) COMP
 QP1875  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 QP1875
 QP1875  HORZ ORDER      -  SECOND
 QP1875  VERT ORDER      -  SECOND    CLASS I
 QP1875
 QP1875.The horizontal coordinates were established by classical geodetic methods
 QP1875.and adjusted by the National Geodetic Survey in March 1999.
 QP1875.
 QP1875.No horizontal observational check was made to the station.
 QP1875.
 QP1875.The orthometric height was determined by differential leveling and
 QP1875.adjusted in June 1995.
 QP1875
 QP1875.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1875
 QP1875.The dynamic height is computed by dividing the NAVD 88
 QP1875.geopotential number by the normal gravity value computed on the
 QP1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1875.degrees latitude (g = 980.6199 gals.).
 QP1875
 QP1875.The modeled gravity was interpolated from observed gravity values.
 QP1875
 QP1875. The following values were computed from the NAD 83(1996) position.
 QP1875
 QP1875;                    North         East     Units Scale Factor Converg.
 QP1875;SPC MN C     -   192,681.105   691,665.596   MT  0.99996133   -1 00 31.0
 QP1875;SPC MN C     -   632,154.59  2,269,239.54   sFT  0.99996133   -1 00 31.0
 QP1875;UTM  15      - 5,078,036.371   294,606.576   MT  1.00011866   -1 53 49.8
 QP1875
 QP1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1875!SPC MN C     -   0.99993742  x   0.99996133  =   0.99989875
 QP1875!UTM  15      -   0.99993742  x   1.00011866  =   1.00005607
 QP1875
 QP1875                          SUPERSEDED SURVEY CONTROL
 QP1875
 QP1875  NAD 83(1996)-  45 49 31.02934(N)    095 38 39.36970(W) AD(       ) 2
 QP1875  NAD 83(1986)-  45 49 31.03304(N)    095 38 39.36831(W) AD(       ) 2
 QP1875  NGVD 29 (07/27/93)  425.02   (m)         1394.4    (f) LEVELING    3  
 QP1875
 QP1875.Superseded values are not recommended for survey control.
 QP1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1875.See file dsdata.txt to determine how the superseded data were derived.
 QP1875
 QP1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9460678036(NAD 83)
 QP1875
 QP1875_MARKER: DB = BENCH MARK DISK
 QP1875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1875_SP_SET: ALUMINUM ALLOY ROD
 QP1875_STAMPING: 2101 V 1983
 QP1875_MARK LOGO: MNDT  
 QP1875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1875
 QP1875  HISTORY     - Date     Condition        Report By
 QP1875  HISTORY     - 1983     MONUMENTED       MNDT
 QP1875  HISTORY     - 1983     GOOD             MNDT
 QP1875
 QP1875                          STATION DESCRIPTION
 QP1875
 QP1875'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 QP1875'THE STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE TOWN OF
 QP1875'KENSINGTON, IN THE NE 1/4 OF SECTION 12, T127N, R40W, IN THE NORTHEAST
 QP1875'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD 15.
 QP1875'
 QP1875'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 QP1875'HIGHWAY 55 AT HOFFMAN, GO EAST ON TRUNK HIGHWAY 27 FOR 7.45 MILES TO
 QP1875'COUNTY ROAD 15 AND THE STATION ON THE LEFT.
 QP1875'
 QP1875'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QP1875'DISK STAMPED---2101 V 1983---, IS SET ON THE TOP OF A 3/4 INCH
 QP1875'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 QP1875'SURFACE OF THE GROUND AND ABOUT 5 FEET BELOW THE LEVEL OF COUNTY ROAD
 QP1875'15.  THE MARK IS 160.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1875'27 AT MILEPOINT 65.8, 56.3 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 QP1875'15, 47 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 135.5 FEET
 QP1875'NORTHEAST OF A POWER POLE, 51.4 FEET NORTHWEST OF A STEEL RIGHT-OF-WAY
 QP1875'POST, 15.7 FEET SOUTH-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, AND 1.5
 QP1875'FEET SOUTHWEST OF A STEEL WITNESS POST.
 QP1875'
 QP1875'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1875'
 QP1875'THIS STATION IS AN AZIMUTH MARK FOR STATION ANDES MNDT.
 QP1875
 QP1875                          STATION RECOVERY (1983)
 QP1875
 QP1875'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP1875'4 MI NE FROM KENSINGTON.
 QP1875'THE MARK IS LOCATED ABOUT 4 MILES NORTHEAST OF THE TOWN OF
 QP1875'KENSINGTON, IN THE NE 1/4 OF SECTION 12, T127N, R40W, 7.45 MILES EAST
 QP1875'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT
 QP1875'HOFFMAN, 160.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT
 QP1875'MILEPOINT 65.8, 56.3 FEET EAST OF THE CENTER OF COUNTY ROAD 15, 47
 QP1875'FEET NORTH OF THE CENTER OF A FIELD ENTRANCE, 136 FEET NORTHEAST OF A
 QP1875'POWER POLE, 51.4 FEET NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 15.7
 QP1875'FEET SOUTH-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, AND 1.5 FEET
 QP1875'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1875'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101 V 1983---, IS
 QP1875'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM
 QP1875'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 5 FEET
 QP1875'BELOW THE LEVEL OF COUNTY ROAD 15.  A MAGNET IN THE DISK MAKES THE
 QP1875'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1876 ***********************************************************************
 QP1876  DESIGNATION -  2101 W
 QP1876  PID         -  QP1876
 QP1876  STATE/COUNTY-  MN/DOUGLAS
 QP1876  COUNTRY     -  US
 QP1876  USGS QUAD   -  KENSINGTON (1966)
 QP1876
 QP1876                         *CURRENT SURVEY CONTROL
 QP1876  ______________________________________________________________________
 QP1876* NAD 83(1986) POSITION- 45 49 28.     (N) 095 39 19.     (W)   SCALED    
 QP1876* NAVD 88 ORTHO HEIGHT -   421.671  (meters)    1383.43  (feet) ADJUSTED  
 QP1876  ______________________________________________________________________
 QP1876  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 QP1876  DYNAMIC HEIGHT  -        421.664 (meters)     1383.41  (feet) COMP
 QP1876  MODELED GRAVITY -    980,584.7   (mgal)                       NAVD 88
 QP1876
 QP1876  VERT ORDER      -  SECOND    CLASS I
 QP1876
 QP1876.The horizontal coordinates were scaled from a topographic map and have
 QP1876.an estimated accuracy of +/- 6 seconds.
 QP1876.
 QP1876.The orthometric height was determined by differential leveling and
 QP1876.adjusted in June 1995.
 QP1876
 QP1876.The dynamic height is computed by dividing the NAVD 88
 QP1876.geopotential number by the normal gravity value computed on the
 QP1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1876.degrees latitude (g = 980.6199 gals.).
 QP1876
 QP1876.The modeled gravity was interpolated from observed gravity values.
 QP1876
 QP1876;                    North         East    Units  Estimated Accuracy
 QP1876;SPC MN C     -   192,600.      690,810.      MT  (+/- 180 meters Scaled)
 QP1876
 QP1876                          SUPERSEDED SURVEY CONTROL
 QP1876
 QP1876.No superseded survey control is available for this station.
 QP1876
 QP1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL937779(NAD 83)
 QP1876
 QP1876_MARKER: DB = BENCH MARK DISK
 QP1876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1876_SP_SET: ALUMINUM ALLOY ROD
 QP1876_STAMPING: 2101 W 1983
 QP1876_MARK LOGO: MNDT  
 QP1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1876
 QP1876  HISTORY     - Date     Condition        Report By
 QP1876  HISTORY     - 1983     MONUMENTED       MNDT
 QP1876
 QP1876                          STATION DESCRIPTION
 QP1876
 QP1876'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1876'3.75 MI NE FROM KENSINGTON.
 QP1876'THE MARK IS LOCATED ABOUT 3-3/4 MILES NORTHEAST OF THE TOWN OF
 QP1876'KENSINGTON, IN THE SE 1/4 OF SECTION 11, T127N, R40W, 6.95 MILES EAST
 QP1876'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT
 QP1876'HOFFMAN, 119 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT
 QP1876'MILEPOINT 65.3, 87.5 FEET WEST OF THE CENTER OF COUNTY ROAD 15, 141
 QP1876'FEET WEST-SOUTHWEST OF A POWER POLE, 63.3 FEET SOUTHEAST OF A STEEL
 QP1876'RIGHT-OF-WAY POST, 2.5 FEET EAST-NORTHEAST OF A STEEL RIGHT-OF-WAY
 QP1876'POST, AND 2.5 FEET EAST-NORTHEAST OF A STEEL WITNESS POST.  THE MARK,
 QP1876'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QP1876'STAMPED---2101 W 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 QP1876'20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 QP1876'THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 27.  A
 QP1876'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1877 ***********************************************************************
 QP1877  DESIGNATION -  2101 X
 QP1877  PID         -  QP1877
 QP1877  STATE/COUNTY-  MN/DOUGLAS
 QP1877  COUNTRY     -  US
 QP1877  USGS QUAD   -  KENSINGTON (1966)
 QP1877
 QP1877                         *CURRENT SURVEY CONTROL
 QP1877  ______________________________________________________________________
 QP1877* NAD 83(1986) POSITION- 45 49 32.     (N) 095 40 14.     (W)   SCALED    
 QP1877* NAVD 88 ORTHO HEIGHT -   421.711  (meters)    1383.56  (feet) ADJUSTED  
 QP1877  ______________________________________________________________________
 QP1877  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1877  DYNAMIC HEIGHT  -        421.704 (meters)     1383.54  (feet) COMP
 QP1877  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 QP1877
 QP1877  VERT ORDER      -  SECOND    CLASS I
 QP1877
 QP1877.The horizontal coordinates were scaled from a topographic map and have
 QP1877.an estimated accuracy of +/- 6 seconds.
 QP1877.
 QP1877.The orthometric height was determined by differential leveling and
 QP1877.adjusted in June 1995.
 QP1877
 QP1877.Photographs are available for this station.
 QP1877
 QP1877.The dynamic height is computed by dividing the NAVD 88
 QP1877.geopotential number by the normal gravity value computed on the
 QP1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1877.degrees latitude (g = 980.6199 gals.).
 QP1877
 QP1877.The modeled gravity was interpolated from observed gravity values.
 QP1877
 QP1877;                    North         East    Units  Estimated Accuracy
 QP1877;SPC MN C     -   192,750.      689,620.      MT  (+/- 180 meters Scaled)
 QP1877
 QP1877                          SUPERSEDED SURVEY CONTROL
 QP1877
 QP1877.No superseded survey control is available for this station.
 QP1877
 QP1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL925781(NAD 83)
 QP1877
 QP1877_MARKER: DV = VERTICAL CONTROL DISK
 QP1877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1877_SP_SET: ALUMINUM ALLOY ROD
 QP1877_STAMPING: 2101 X 1983
 QP1877_MARK LOGO: MNDT  
 QP1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1877
 QP1877  HISTORY     - Date     Condition        Report By
 QP1877  HISTORY     - 1983     MONUMENTED       MNDT
 QP1877
 QP1877                          STATION DESCRIPTION
 QP1877
 QP1877'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1877'3.5 MI NNE FROM KENSINGTON.
 QP1877'THE MARK IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHEAST OF THE TOWN OF
 QP1877'KENSINGTON, IN THE NW 1/4 OF SECTION 11, T127N, R40W, 6.15 MILES EAST
 QP1877'ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT
 QP1877'HOFFMAN THENCE NORTH ALONG A GRAVEL ROAD FOR ABOUT 500 FEET, ABOUT
 QP1877'500 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT
 QP1877'64.5, 40 FEET WEST OF THE CENTER OF THE GRAVEL ROAD, 27 FEET SOUTH OF
 QP1877'THE CENTER OF A FIELD ENTRANCE, 2 FEET SOUTH OF A POWER POLE, AND 1.4
 QP1877'FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1877'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101 X 1983---, IS
 QP1877'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM
 QP1877'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FOOT
 QP1877'ABOVE THE LEVEL OF THE GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE
 QP1877'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1878 ***********************************************************************
 QP1878  DESIGNATION -  2101 Y
 QP1878  PID         -  QP1878
 QP1878  STATE/COUNTY-  MN/DOUGLAS
 QP1878  COUNTRY     -  US
 QP1878  USGS QUAD   -  KENSINGTON (1966)
 QP1878
 QP1878                         *CURRENT SURVEY CONTROL
 QP1878  ______________________________________________________________________
 QP1878* NAD 83(1986) POSITION- 45 49 30.     (N) 095 40 57.     (W)   SCALED    
 QP1878* NAVD 88 ORTHO HEIGHT -   423.267  (meters)    1388.67  (feet) ADJUSTED  
 QP1878  ______________________________________________________________________
 QP1878  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1878  DYNAMIC HEIGHT  -        423.260 (meters)     1388.65  (feet) COMP
 QP1878  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QP1878
 QP1878  VERT ORDER      -  SECOND    CLASS I
 QP1878
 QP1878.The horizontal coordinates were scaled from a topographic map and have
 QP1878.an estimated accuracy of +/- 6 seconds.
 QP1878.
 QP1878.The orthometric height was determined by differential leveling and
 QP1878.adjusted in June 1995.
 QP1878
 QP1878.The dynamic height is computed by dividing the NAVD 88
 QP1878.geopotential number by the normal gravity value computed on the
 QP1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1878.degrees latitude (g = 980.6199 gals.).
 QP1878
 QP1878.The modeled gravity was interpolated from observed gravity values.
 QP1878
 QP1878;                    North         East    Units  Estimated Accuracy
 QP1878;SPC MN C     -   192,700.      688,700.      MT  (+/- 180 meters Scaled)
 QP1878
 QP1878                          SUPERSEDED SURVEY CONTROL
 QP1878
 QP1878.No superseded survey control is available for this station.
 QP1878
 QP1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL916781(NAD 83)
 QP1878
 QP1878_MARKER: DB = BENCH MARK DISK
 QP1878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1878_SP_SET: ALUMINUM ALLOY ROD
 QP1878_STAMPING: 2101 Y 1983
 QP1878_MARK LOGO: MNDT  
 QP1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1878
 QP1878  HISTORY     - Date     Condition        Report By
 QP1878  HISTORY     - 1983     MONUMENTED       MNDT
 QP1878
 QP1878                          STATION DESCRIPTION
 QP1878
 QP1878'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1878'6 MI EAST FROM HOFFMAN.
 QP1878'THE MARK IS LOCATED ABOUT 6 MILES EAST OF THE TOWN OF HOFFMAN, IN THE
 QP1878'NE 1/4 OF SECTION 10, T127N, R40W, ON THE NORTH RIGHT-OF-WAY OF TRUNK
 QP1878'HIGHWAY 27 AT MILEPOINT 63.95, 5.6 MILES EAST ALONG TRUNK HIGHWAY 27
 QP1878'FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN.  THE MARK, A
 QP1878'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101
 QP1878'Y 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG
 QP1878'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QP1878'ABOUT 1 FOOT ABOVE THE LEVEL OF TRUNK HIGHWAY 27.  THE MARK IS 72.8
 QP1878'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27, 140.6 FEET NORTH OF
 QP1878'STATION ENG, 133.7 FEET NORTH OF ENG RM 1, 47 FEET EAST OF THE CENTER
 QP1878'OF A DRIVEWAY, 2.3 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, AND
 QP1878'1.8 FEET SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 QP1878'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1882 ***********************************************************************
 QP1882  DESIGNATION -  2101 Z
 QP1882  PID         -  QP1882
 QP1882  STATE/COUNTY-  MN/DOUGLAS
 QP1882  COUNTRY     -  US
 QP1882  USGS QUAD   -  KENSINGTON (1966)
 QP1882
 QP1882                         *CURRENT SURVEY CONTROL
 QP1882  ______________________________________________________________________
 QP1882* NAD 83(1996) POSITION- 45 49 30.61961(N) 095 42 33.20548(W)   NO CHECK  
 QP1882* NAVD 88 ORTHO HEIGHT -   410.767  (meters)    1347.66  (feet) ADJUSTED  
 QP1882  ______________________________________________________________________
 QP1882  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC09
 QP1882  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 QP1882  DYNAMIC HEIGHT  -        410.761 (meters)     1347.64  (feet) COMP
 QP1882  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 QP1882
 QP1882  HORZ ORDER      -  SECOND
 QP1882  VERT ORDER      -  SECOND    CLASS I
 QP1882
 QP1882.The horizontal coordinates were established by classical geodetic methods
 QP1882.and adjusted by the National Geodetic Survey in March 1999.
 QP1882.
 QP1882.No horizontal observational check was made to the station.
 QP1882.
 QP1882.The orthometric height was determined by differential leveling and
 QP1882.adjusted in June 1995.
 QP1882
 QP1882.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1882
 QP1882.The dynamic height is computed by dividing the NAVD 88
 QP1882.geopotential number by the normal gravity value computed on the
 QP1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1882.degrees latitude (g = 980.6199 gals.).
 QP1882
 QP1882.The modeled gravity was interpolated from observed gravity values.
 QP1882
 QP1882. The following values were computed from the NAD 83(1996) position.
 QP1882
 QP1882;                    North         East     Units Scale Factor Converg.
 QP1882;SPC MN C     -   192,759.364   686,619.035   MT  0.99996135   -1 03 20.1
 QP1882;SPC MN C     -   632,411.35  2,252,682.62   sFT  0.99996135   -1 03 20.1
 QP1882;UTM  15      - 5,078,192.894   289,560.977   MT  1.00014446   -1 56 37.7
 QP1882
 QP1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1882!SPC MN C     -   0.99993969  x   0.99996135  =   0.99990104
 QP1882!UTM  15      -   0.99993969  x   1.00014446  =   1.00008414
 QP1882
 QP1882                          SUPERSEDED SURVEY CONTROL
 QP1882
 QP1882  NAD 83(1996)-  45 49 30.61855(N)    095 42 33.20355(W) AD(       ) 2
 QP1882  NAD 83(1986)-  45 49 30.61539(N)    095 42 33.20342(W) AD(       ) 2
 QP1882  NGVD 29 (07/27/93)  410.54   (m)         1346.9    (f) LEVELING    3  
 QP1882
 QP1882.Superseded values are not recommended for survey control.
 QP1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1882.See file dsdata.txt to determine how the superseded data were derived.
 QP1882
 QP1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8956078192(NAD 83)
 QP1882
 QP1882_MARKER: DB = BENCH MARK DISK
 QP1882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1882_SP_SET: ALUMINUM ALLOY ROD
 QP1882_STAMPING: 2101 Z 1983
 QP1882_MARK LOGO: MNDT  
 QP1882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1882
 QP1882  HISTORY     - Date     Condition        Report By
 QP1882  HISTORY     - 1983     MONUMENTED       MNDT
 QP1882  HISTORY     - 1983     GOOD             MNDT
 QP1882
 QP1882                          STATION DESCRIPTION
 QP1882
 QP1882'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 QP1882'THE STATION IS LOCATED ABOUT 4 MILES EAST OF THE TOWN OF HOFFMAN, IN
 QP1882'THE SW 1/4 OF SECTION 9, T127N, R40W, ON THE SOUTH RIGHT-OF-WAY OF
 QP1882'TRUNK HIGHWAY 27 AT MILEPOINT 62.65.
 QP1882'
 QP1882'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 QP1882'HIGHWAY 27 AT HOFFMAN, GO EAST ON TRUNK HIGHWAY 27 FOR 4.3 MILES TO
 QP1882'THE STATION ON THE RIGHT.
 QP1882'
 QP1882'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QP1882'DISK STAMPED---2101 Z 1983---, IS SET ON THE TOP OF A 3/4 INCH
 QP1882'DIAMETER BY 19 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 QP1882'SURFACE OF THE GROUND AND ABOUT 5 FEET ABOVE THE LEVEL OF TRUNK
 QP1882'HIGHWAY 27.  THE MARK IS 93.5 FEET SOUTHWEST OF THE CENTERLINE OF
 QP1882'TRUNK HIGHWAY 27, 68 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 19.7
 QP1882'FEET SOUTH-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, 16.7 FEET
 QP1882'EAST-SOUTHEAST OF A POWER POLE, AND 1.0 FOOT NORTHEAST OF A STEEL
 QP1882'WITNESS POST.
 QP1882'
 QP1882'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1882'
 QP1882'THIS STATION IS AN AZIMUTH MARK FOR STATION ENG MNDT.
 QP1882
 QP1882                          STATION RECOVERY (1983)
 QP1882
 QP1882'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP1882'4 MI EAST FROM HOFFMAN.
 QP1882'THE MARK IS LOCATED ABOUT 4 MILES EAST OF THE TOWN OF HOFFMAN, IN THE
 QP1882'SW 1/4 OF SECTION 9, T127N, R40W, ON THE SOUTH RIGHT-OF-WAY OF TRUNK
 QP1882'HIGHWAY 27 AT MILEPOINT 62.65, 4.3 MILES EAST ALONG TRUNK HIGHWAY 27
 QP1882'FROM ITS JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN.  THE MARK, A
 QP1882'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2101
 QP1882'Z 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 19 FOOT LONG
 QP1882'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QP1882'ABOUT 5 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 27.  THE MARK IS 93.5
 QP1882'FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 27, 68 FEET NORTH
 QP1882'OF THE CENTER OF A GRAVEL ROAD, 19.7 FEET SOUTH-SOUTHEAST OF A STEEL
 QP1882'RIGHT-OF-WAY POST, 16.7 FEET EAST-SOUTHEAST OF A POWER POLE, AND 1.0
 QP1882'FOOT NORTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 QP1882'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1839 ***********************************************************************
 QP1839  DESIGNATION -  2102 E
 QP1839  PID         -  QP1839
 QP1839  STATE/COUNTY-  MN/DOUGLAS
 QP1839  COUNTRY     -  US
 QP1839  USGS QUAD   -  LAKE MARY (1966)
 QP1839
 QP1839                         *CURRENT SURVEY CONTROL
 QP1839  ______________________________________________________________________
 QP1839* NAD 83(1986) POSITION- 45 51 36.67   (N) 095 23 07.77   (W)   HD_HELD1  
 QP1839* NAVD 88 ORTHO HEIGHT -   431.385  (meters)    1415.30  (feet) ADJUSTED  
 QP1839  ______________________________________________________________________
 QP1839  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QP1839  DYNAMIC HEIGHT  -        431.381 (meters)     1415.29  (feet) COMP
 QP1839  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 QP1839
 QP1839  VERT ORDER      -  SECOND    CLASS I
 QP1839
 QP1839.The horizontal coordinates were established by differentially corrected
 QP1839.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1839.
 QP1839.The orthometric height was determined by differential leveling and
 QP1839.adjusted in June 1995.
 QP1839
 QP1839.The dynamic height is computed by dividing the NAVD 88
 QP1839.geopotential number by the normal gravity value computed on the
 QP1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1839.degrees latitude (g = 980.6199 gals.).
 QP1839
 QP1839.The modeled gravity was interpolated from observed gravity values.
 QP1839
 QP1839;                    North         East    Units  Estimated Accuracy
 QP1839;SPC MN C     -   196,238.5     711,826.7     MT  (+/- 3 meters HH1 GPS) 
 QP1839
 QP1839                          SUPERSEDED SURVEY CONTROL
 QP1839
 QP1839.No superseded survey control is available for this station.
 QP1839
 QP1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1482281280(NAD 83)
 QP1839
 QP1839_MARKER: DB = BENCH MARK DISK
 QP1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1839_SP_SET: CONCRETE POST
 QP1839_STAMPING: 2102 E 1983
 QP1839_MARK LOGO: MNDT  
 QP1839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1839+STABILITY: SURFACE MOTION
 QP1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1839+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1996
 QP1839
 QP1839  HISTORY     - Date     Condition        Report By
 QP1839  HISTORY     - 1983     MONUMENTED       MNDT
 QP1839  HISTORY     - 19960418 GOOD             MNDT
 QP1839
 QP1839                          STATION DESCRIPTION
 QP1839
 QP1839'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1839'2 MI SOUTH FROM ALEXANDRIA.
 QP1839'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF ALEXANDRIA, IN
 QP1839'THE SE 1/4 OF SECTION 30, T128N, R37N, AT THE JUNCTION OF TRUNK
 QP1839'HIGHWAY 27 AND TRUNK HIGHWAY 29, 99.2 FEET EAST-SOUTHEAST OF THE
 QP1839'NORTHBOUND LANE OF TRUNK HIGHWAY 29 AT MILEPOINT 78.05, 62 FEET NORTH
 QP1839'OF THE CENTERLINE OF 34TH AVENUE WEST (TRUNK HIGHWAY 27 TO THE WEST),
 QP1839'83 FEET EAST-NORTHEAST OF A LIGHT POLE, 89.6 FEET WEST-NORTHWEST OF A
 QP1839'FIRE HYDRANT, 2.0 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, AND
 QP1839'0.5 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1839'BENCH MARK DISK STAMPED---2102 E 1983---, IS SET IN THE TOP OF A 6
 QP1839'INCH ROUND CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 QP1839'AND ABOUT 2 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 29.
 QP1839
 QP1839                          STATION RECOVERY (1996)
 QP1839
 QP1839'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP1839'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8334 ***********************************************************************
 AJ8334  DESIGNATION -  2102 F
 AJ8334  PID         -  AJ8334
 AJ8334  STATE/COUNTY-  MN/DOUGLAS
 AJ8334  COUNTRY     -  US
 AJ8334  USGS QUAD   -  ALEXANDRIA WEST (1994)
 AJ8334
 AJ8334                         *CURRENT SURVEY CONTROL
 AJ8334  ______________________________________________________________________
 AJ8334* NAD 83(1986) POSITION- 45 52 30.     (N) 095 22 37.     (W)   SCALED    
 AJ8334* NAVD 88 ORTHO HEIGHT -   432.421  (meters)    1418.70  (feet) ADJUSTED  
 AJ8334  ______________________________________________________________________
 AJ8334  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 AJ8334  DYNAMIC HEIGHT  -        432.418 (meters)     1418.69  (feet) COMP
 AJ8334  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 AJ8334
 AJ8334  VERT ORDER      -  SECOND    CLASS I
 AJ8334
 AJ8334.The horizontal coordinates were scaled from a topographic map and have
 AJ8334.an estimated accuracy of +/- 6 seconds.
 AJ8334.
 AJ8334.The orthometric height was determined by differential leveling and
 AJ8334.adjusted in June 2004.
 AJ8334
 AJ8334.The dynamic height is computed by dividing the NAVD 88
 AJ8334.geopotential number by the normal gravity value computed on the
 AJ8334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8334.degrees latitude (g = 980.6199 gals.).
 AJ8334
 AJ8334.The modeled gravity was interpolated from observed gravity values.
 AJ8334
 AJ8334;                    North         East    Units  Estimated Accuracy
 AJ8334;SPC MN C     -   197,880.      712,510.      MT  (+/- 180 meters Scaled)
 AJ8334
 AJ8334                          SUPERSEDED SURVEY CONTROL
 AJ8334
 AJ8334.No superseded survey control is available for this station.
 AJ8334
 AJ8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL155829(NAD 83)
 AJ8334
 AJ8334_MARKER: DB = BENCH MARK DISK
 AJ8334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8334_STAMPING: 2102 F 1969
 AJ8334_MARK LOGO: MNDT  
 AJ8334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8334+STABILITY: SURFACE MOTION
 AJ8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8334+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AJ8334
 AJ8334  HISTORY     - Date     Condition        Report By
 AJ8334  HISTORY     - 1969     MONUMENTED       MNDT
 AJ8334  HISTORY     - 19960415 GOOD             MNDT
 AJ8334
 AJ8334                          STATION DESCRIPTION
 AJ8334
 AJ8334'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AJ8334'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN ALEXANDRIA,
 AJ8334'68 FT (20.7 M) EAST OF TH 29, AT TH 29 STA 435+43, 290 FT (88.4 M)
 AJ8334'SOUTH OF 15TH AVE, 10 FT (3.0 M) SW OF SW COR OF MEDICAL CLINIC BLDG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1838 ***********************************************************************
 QP1838  DESIGNATION -  2102 G
 QP1838  PID         -  QP1838
 QP1838  STATE/COUNTY-  MN/DOUGLAS
 QP1838  COUNTRY     -  US
 QP1838  USGS QUAD   -  LAKE MARY (1966)
 QP1838
 QP1838                         *CURRENT SURVEY CONTROL
 QP1838  ______________________________________________________________________
 QP1838* NAD 83(1986) POSITION- 45 51 03.     (N) 095 23 19.     (W)   SCALED    
 QP1838* NAVD 88 ORTHO HEIGHT -   430.598  (meters)    1412.72  (feet) ADJUSTED  
 QP1838  ______________________________________________________________________
 QP1838  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1838  DYNAMIC HEIGHT  -        430.594 (meters)     1412.71  (feet) COMP
 QP1838  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QP1838
 QP1838  VERT ORDER      -  SECOND    CLASS I
 QP1838
 QP1838.The horizontal coordinates were scaled from a topographic map and have
 QP1838.an estimated accuracy of +/- 6 seconds.
 QP1838.
 QP1838.The orthometric height was determined by differential leveling and
 QP1838.adjusted in June 1995.
 QP1838
 QP1838.The dynamic height is computed by dividing the NAVD 88
 QP1838.geopotential number by the normal gravity value computed on the
 QP1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1838.degrees latitude (g = 980.6199 gals.).
 QP1838
 QP1838.The modeled gravity was interpolated from observed gravity values.
 QP1838
 QP1838;                    North         East    Units  Estimated Accuracy
 QP1838;SPC MN C     -   195,200.      711,570.      MT  (+/- 180 meters Scaled)
 QP1838
 QP1838                          SUPERSEDED SURVEY CONTROL
 QP1838
 QP1838.No superseded survey control is available for this station.
 QP1838
 QP1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL145802(NAD 83)
 QP1838
 QP1838_MARKER: DB = BENCH MARK DISK
 QP1838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1838_SP_SET: ALUMINUM ALLOY ROD
 QP1838_STAMPING: 2102 G 1983
 QP1838_MARK LOGO: MNDT  
 QP1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1838
 QP1838  HISTORY     - Date     Condition        Report By
 QP1838  HISTORY     - 1983     MONUMENTED       MNDT
 QP1838
 QP1838                          STATION DESCRIPTION
 QP1838
 QP1838'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1838'2.5 MI SOUTH FROM ALEXANDRIA.
 QP1838'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE TOWN OF
 QP1838'ALEXANDRIA, IN THE SE 1/4 OF SECTION 36, T128N, R38W, 0.45 MILE NORTH
 QP1838'ALONG TRUNK HIGHWAY 29 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94, 98.5
 QP1838'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY
 QP1838'29 AT MILEPOINT 77.4, 46.5 FEET NORTH OF THE CENTER OF A BITUMINOUS
 QP1838'ROAD, 11.1 FEET EAST-NORTHEAST OF A STEEL SIGN POLE, 1.6 FEET EAST OF
 QP1838'A STEEL RIGHT-OF-WAY POST, AND 1.6 FEET EAST-NORTHEAST OF A STEEL
 QP1838'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 QP1838'MONUMENT DISK STAMPED---2102 G 1983---, IS SET ON THE TOP OF A 3/4
 QP1838'INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 QP1838'THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 29.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8335 ***********************************************************************
 AJ8335  DESIGNATION -  2103 A
 AJ8335  PID         -  AJ8335
 AJ8335  STATE/COUNTY-  MN/DOUGLAS
 AJ8335  COUNTRY     -  US
 AJ8335  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8335
 AJ8335                         *CURRENT SURVEY CONTROL
 AJ8335  ______________________________________________________________________
 AJ8335* NAD 83(1986) POSITION- 45 53 26.96   (N) 095 22 00.38   (W)   HD_HELD1  
 AJ8335* NAVD 88 ORTHO HEIGHT -   432.107  (meters)    1417.67  (feet) ADJUSTED  
 AJ8335  ______________________________________________________________________
 AJ8335  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 AJ8335  DYNAMIC HEIGHT  -        432.105 (meters)     1417.66  (feet) COMP
 AJ8335  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 AJ8335
 AJ8335  VERT ORDER      -  SECOND    CLASS I
 AJ8335
 AJ8335.The horizontal coordinates were established by differentially corrected
 AJ8335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8335.
 AJ8335.The orthometric height was determined by differential leveling and
 AJ8335.adjusted in February 2010.
 AJ8335
 AJ8335.Photographs are available for this station.
 AJ8335
 AJ8335.The dynamic height is computed by dividing the NAVD 88
 AJ8335.geopotential number by the normal gravity value computed on the
 AJ8335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8335.degrees latitude (g = 980.6199 gals.).
 AJ8335
 AJ8335.The modeled gravity was interpolated from observed gravity values.
 AJ8335
 AJ8335;                    North         East    Units  Estimated Accuracy
 AJ8335;SPC MN C     -   199,622.5     713,328.2     MT  (+/- 3 meters HH1 GPS) 
 AJ8335
 AJ8335                          SUPERSEDED SURVEY CONTROL
 AJ8335
 AJ8335  NAVD 88 (06/02/04)  432.120  (m)         1417.71   (f) SUPERSEDED  2 1
 AJ8335
 AJ8335.Superseded values are not recommended for survey control.
 AJ8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8335.See file dsdata.txt to determine how the superseded data were derived.
 AJ8335
 AJ8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1637684641(NAD 83)
 AJ8335
 AJ8335_MARKER: DD = SURVEY DISK
 AJ8335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8335_STAMPING: 2103 A 1996
 AJ8335_MARK LOGO: MNDT  
 AJ8335_PROJECTION: FLUSH
 AJ8335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8335+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 AJ8335_ROD/PIPE-DEPTH:  2.9 meters
 AJ8335
 AJ8335  HISTORY     - Date     Condition        Report By
 AJ8335  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8335  HISTORY     - 20040628 GOOD             MNDT
 AJ8335  HISTORY     - 20060807 GOOD             USPSQD
 AJ8335  HISTORY     - 20070801 GOOD             INDIV
 AJ8335
 AJ8335                          STATION DESCRIPTION
 AJ8335
 AJ8335'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8335'THE MARK IS IN NE PART OF ALEXANDRIA, 0.1 MI (0.2 KM) NORTH ALONG TH
 AJ8335'29 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, 43.6 FT (13.3 M)
 AJ8335'WEST OF TH 29, 83.4 FT (25.4 M) NNW OF LIGHT STANDARD, 11.0 FT (3.4 M)
 AJ8335'NNE OF CYCLONE FENCE COR, 106.1 FT (32.3 M) SOUTH OF LIGHT STANDARD,
 AJ8335'4.7 FT (1.4 M) WEST OF WEST EDGE OF SIDEWALK, 1.3 FT (0.4 M) SOUTH OF
 AJ8335'WIT POST.
 AJ8335
 AJ8335                          STATION RECOVERY (2004)
 AJ8335
 AJ8335'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AJ8335'RECOVERED AS DESCRIBED.
 AJ8335
 AJ8335                          STATION RECOVERY (2006)
 AJ8335
 AJ8335'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AJ8335'RECOVERED IN GOOD CONDITION.
 AJ8335
 AJ8335                          STATION RECOVERY (2007)
 AJ8335
 AJ8335'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 AJ8335'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8336 ***********************************************************************
 AJ8336  DESIGNATION -  2106 A
 AJ8336  PID         -  AJ8336
 AJ8336  STATE/COUNTY-  MN/DOUGLAS
 AJ8336  COUNTRY     -  US
 AJ8336  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8336
 AJ8336                         *CURRENT SURVEY CONTROL
 AJ8336  ______________________________________________________________________
 AJ8336* NAD 83(1986) POSITION- 45 53 13.     (N) 095 20 54.     (W)   SCALED    
 AJ8336* NAVD 88 ORTHO HEIGHT -   433.334  (meters)    1421.70  (feet) ADJUSTED  
 AJ8336  ______________________________________________________________________
 AJ8336  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 AJ8336  DYNAMIC HEIGHT  -        433.332 (meters)     1421.69  (feet) COMP
 AJ8336  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 AJ8336
 AJ8336  VERT ORDER      -  SECOND    CLASS I
 AJ8336
 AJ8336.The horizontal coordinates were scaled from a topographic map and have
 AJ8336.an estimated accuracy of +/- 6 seconds.
 AJ8336.
 AJ8336.The orthometric height was determined by differential leveling and
 AJ8336.adjusted in June 2004.
 AJ8336
 AJ8336.The dynamic height is computed by dividing the NAVD 88
 AJ8336.geopotential number by the normal gravity value computed on the
 AJ8336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8336.degrees latitude (g = 980.6199 gals.).
 AJ8336
 AJ8336.The modeled gravity was interpolated from observed gravity values.
 AJ8336
 AJ8336;                    North         East    Units  Estimated Accuracy
 AJ8336;SPC MN C     -   199,170.      714,750.      MT  (+/- 180 meters Scaled)
 AJ8336
 AJ8336                          SUPERSEDED SURVEY CONTROL
 AJ8336
 AJ8336.No superseded survey control is available for this station.
 AJ8336
 AJ8336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL177841(NAD 83)
 AJ8336
 AJ8336_MARKER: DD = SURVEY DISK
 AJ8336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8336_STAMPING: 2106 A 1996
 AJ8336_MARK LOGO: MNDT  
 AJ8336_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8336+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8336_ROD/PIPE-DEPTH: 13.7 meters
 AJ8336
 AJ8336  HISTORY     - Date     Condition        Report By
 AJ8336  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8336
 AJ8336                          STATION DESCRIPTION
 AJ8336
 AJ8336'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8336'THE MARK IS 1 MI (1.6 KM) EAST OF ALEXANDRIA, 0.9 MI (1.4 KM) EAST
 AJ8336'ALONG TH 27 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, AT TH 27
 AJ8336'MP 81.9, 81.3 FT (24.8 M) SSW OF TH 27, 33.4 FT (10.2 M) SE OF P-POLE,
 AJ8336'51.0 FT (15.5 M) SSE OF DRIVEWAY, 47.6 FT (14.5 M) NORTH OF NW COR OF
 AJ8336'ALEXANDRIA CHRISTIAN CHURCH, 47.2 FT (14.4 M) SSE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8337 ***********************************************************************
 AJ8337  DESIGNATION -  2106 C
 AJ8337  PID         -  AJ8337
 AJ8337  STATE/COUNTY-  MN/DOUGLAS
 AJ8337  COUNTRY     -  US
 AJ8337  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8337
 AJ8337                         *CURRENT SURVEY CONTROL
 AJ8337  ______________________________________________________________________
 AJ8337* NAD 83(1986) POSITION- 45 53 09.     (N) 095 20 35.     (W)   SCALED    
 AJ8337* NAVD 88 ORTHO HEIGHT -   431.094  (meters)    1414.35  (feet) ADJUSTED  
 AJ8337  ______________________________________________________________________
 AJ8337  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 AJ8337  DYNAMIC HEIGHT  -        431.091 (meters)     1414.34  (feet) COMP
 AJ8337  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 AJ8337
 AJ8337  VERT ORDER      -  SECOND    CLASS I
 AJ8337
 AJ8337.The horizontal coordinates were scaled from a topographic map and have
 AJ8337.an estimated accuracy of +/- 6 seconds.
 AJ8337.
 AJ8337.The orthometric height was determined by differential leveling and
 AJ8337.adjusted in June 2004.
 AJ8337
 AJ8337.The dynamic height is computed by dividing the NAVD 88
 AJ8337.geopotential number by the normal gravity value computed on the
 AJ8337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8337.degrees latitude (g = 980.6199 gals.).
 AJ8337
 AJ8337.The modeled gravity was interpolated from observed gravity values.
 AJ8337
 AJ8337;                    North         East    Units  Estimated Accuracy
 AJ8337;SPC MN C     -   199,040.      715,160.      MT  (+/- 180 meters Scaled)
 AJ8337
 AJ8337                          SUPERSEDED SURVEY CONTROL
 AJ8337
 AJ8337.No superseded survey control is available for this station.
 AJ8337
 AJ8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL182840(NAD 83)
 AJ8337
 AJ8337_MARKER: DD = SURVEY DISK
 AJ8337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8337_STAMPING: 2106 C 1996
 AJ8337_MARK LOGO: MNDT  
 AJ8337_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8337+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8337_ROD/PIPE-DEPTH: 18.3 meters
 AJ8337
 AJ8337  HISTORY     - Date     Condition        Report By
 AJ8337  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8337
 AJ8337                          STATION DESCRIPTION
 AJ8337
 AJ8337'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8337'THE MARK IS 1.5 MI (2.4 KM) EAST OF ALEXANDRIA, 1.15 MI (1.85 KM) EAST
 AJ8337'ALONG TH 27 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, AT TH 27
 AJ8337'MP 82.15, 36.0 FT (11.0 M) SSW OF TH 27, 97.0 FT (29.6 M) NORTH OF 6TH
 AJ8337'AVE EAST, 111.9 FT (34.1 M) ENE OF KENSINGTON RUNESTONE MON, 64.5 FT
 AJ8337'(19.7 M) EAST OF CENTER OF CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8338 ***********************************************************************
 AJ8338  DESIGNATION -  2106 D
 AJ8338  PID         -  AJ8338
 AJ8338  STATE/COUNTY-  MN/DOUGLAS
 AJ8338  COUNTRY     -  US
 AJ8338  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8338
 AJ8338                         *CURRENT SURVEY CONTROL
 AJ8338  ______________________________________________________________________
 AJ8338* NAD 83(1986) POSITION- 45 53 12.     (N) 095 19 30.     (W)   SCALED    
 AJ8338* NAVD 88 ORTHO HEIGHT -   418.065  (meters)    1371.60  (feet) ADJUSTED  
 AJ8338  ______________________________________________________________________
 AJ8338  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 AJ8338  DYNAMIC HEIGHT  -        418.063 (meters)     1371.60  (feet) COMP
 AJ8338  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 AJ8338
 AJ8338  VERT ORDER      -  SECOND    CLASS I
 AJ8338
 AJ8338.The horizontal coordinates were scaled from a topographic map and have
 AJ8338.an estimated accuracy of +/- 6 seconds.
 AJ8338.
 AJ8338.The orthometric height was determined by differential leveling and
 AJ8338.adjusted in June 2004.
 AJ8338
 AJ8338.The dynamic height is computed by dividing the NAVD 88
 AJ8338.geopotential number by the normal gravity value computed on the
 AJ8338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8338.degrees latitude (g = 980.6199 gals.).
 AJ8338
 AJ8338.The modeled gravity was interpolated from observed gravity values.
 AJ8338
 AJ8338;                    North         East    Units  Estimated Accuracy
 AJ8338;SPC MN C     -   199,120.      716,560.      MT  (+/- 180 meters Scaled)
 AJ8338
 AJ8338                          SUPERSEDED SURVEY CONTROL
 AJ8338
 AJ8338.No superseded survey control is available for this station.
 AJ8338
 AJ8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL196840(NAD 83)
 AJ8338
 AJ8338_MARKER: DB = BENCH MARK DISK
 AJ8338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8338_SP_SET: CULVERT HEADWALL
 AJ8338_STAMPING: 2106 D 1996
 AJ8338_MARK LOGO: MNDT  
 AJ8338_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ8338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8338+STABILITY: SURFACE MOTION
 AJ8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8338+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8338
 AJ8338  HISTORY     - Date     Condition        Report By
 AJ8338  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8338
 AJ8338                          STATION DESCRIPTION
 AJ8338
 AJ8338'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8338'THE MARK IS 2.5 MI (4.0 KM) EAST OF ALEXANDRIA, IN HEADWALL AT SE COR
 AJ8338'OF STONE R/R CULVERT BETWEEN LAKE GENEVA AND LAKE VICTORIA, 1.95 MI
 AJ8338'(3.14 KM) EAST ALONG TH 27 FROM NORTH JCT OF TH 27 AND TH 29 IN
 AJ8338'ALEXANDRIA, AT TH 27 MP 82.95, 79.9 FT (24.4 M) NNW OF TH 27, 0.8 FT
 AJ8338'(24.4 CM) ENE OF SE COR OF HEADWALL, 30.2 FT (9.2 M) NE OF FIBER OPTIC
 AJ8338'WARNING POST, 1.0 FT (0.3 M) EAST OF WIT POST.  DISK IS SET IN A DRILL
 AJ8338'HOLE OF CONC HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8339 ***********************************************************************
 AJ8339  DESIGNATION -  2106 E
 AJ8339  PID         -  AJ8339
 AJ8339  STATE/COUNTY-  MN/DOUGLAS
 AJ8339  COUNTRY     -  US
 AJ8339  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8339
 AJ8339                         *CURRENT SURVEY CONTROL
 AJ8339  ______________________________________________________________________
 AJ8339* NAD 83(1986) POSITION- 45 53 09.18   (N) 095 17 52.12   (W)   HD_HELD1  
 AJ8339* NAVD 88 ORTHO HEIGHT -   433.378  (meters)    1421.84  (feet) ADJUSTED  
 AJ8339  ______________________________________________________________________
 AJ8339  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 AJ8339  DYNAMIC HEIGHT  -        433.375 (meters)     1421.83  (feet) COMP
 AJ8339  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 AJ8339
 AJ8339  VERT ORDER      -  SECOND    CLASS I
 AJ8339
 AJ8339.The horizontal coordinates were established by differentially corrected
 AJ8339.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8339.
 AJ8339.The orthometric height was determined by differential leveling and
 AJ8339.adjusted in June 2004.
 AJ8339
 AJ8339.Photographs are available for this station.
 AJ8339
 AJ8339.The dynamic height is computed by dividing the NAVD 88
 AJ8339.geopotential number by the normal gravity value computed on the
 AJ8339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8339.degrees latitude (g = 980.6199 gals.).
 AJ8339
 AJ8339.The modeled gravity was interpolated from observed gravity values.
 AJ8339
 AJ8339;                    North         East    Units  Estimated Accuracy
 AJ8339;SPC MN C     -   199,000.5     718,672.6     MT  (+/- 3 meters HH1 GPS) 
 AJ8339
 AJ8339                          SUPERSEDED SURVEY CONTROL
 AJ8339
 AJ8339.No superseded survey control is available for this station.
 AJ8339
 AJ8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2171183935(NAD 83)
 AJ8339
 AJ8339_MARKER: DD = SURVEY DISK
 AJ8339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8339_STAMPING: 2106 E 1996
 AJ8339_MARK LOGO: MNDT  
 AJ8339_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8339+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 AJ8339_ROD/PIPE-DEPTH:  7.6 meters
 AJ8339
 AJ8339  HISTORY     - Date     Condition        Report By
 AJ8339  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8339  HISTORY     - 20060807 GOOD             USPSQD
 AJ8339
 AJ8339                          STATION DESCRIPTION
 AJ8339
 AJ8339'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8339'THE MARK IS 1.5 MI (2.4 KM) WSW OF NELSON, 3.35 MI (5.39 KM) EAST
 AJ8339'ALONG TH 27 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, AT TH 27
 AJ8339'MP 84.35, 53.6 FT (16.3 M) NORTH OF TH 27, 16.0 FT (4.9 M) EAST OF
 AJ8339'DRIVEWAY, 23.4 FT (7.1 M) WEST OF P-POLE WITH TRANSFORMER, 35.4 FT
 AJ8339'(10.8 M) ESE OF FIRE HYDRANT, 25.0 FT (7.6 M) WEST OF WIT POST.
 AJ8339
 AJ8339                          STATION RECOVERY (2006)
 AJ8339
 AJ8339'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AJ8339'FIRE HYDRANT IN THE DESCRIPTION IS ORNAMENTAL
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8340 ***********************************************************************
 AJ8340  DESIGNATION -  2106 F
 AJ8340  PID         -  AJ8340
 AJ8340  STATE/COUNTY-  MN/DOUGLAS
 AJ8340  COUNTRY     -  US
 AJ8340  USGS QUAD   -  ALEXANDRIA EAST (1994)
 AJ8340
 AJ8340                         *CURRENT SURVEY CONTROL
 AJ8340  ______________________________________________________________________
 AJ8340* NAD 83(1986) POSITION- 45 53 03.18   (N) 095 17 02.69   (W)   HD_HELD1  
 AJ8340* NAVD 88 ORTHO HEIGHT -   427.515  (meters)    1402.61  (feet) ADJUSTED  
 AJ8340  ______________________________________________________________________
 AJ8340  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 AJ8340  DYNAMIC HEIGHT  -        427.512 (meters)     1402.60  (feet) COMP
 AJ8340  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 AJ8340
 AJ8340  VERT ORDER      -  SECOND    CLASS I
 AJ8340
 AJ8340.The horizontal coordinates were established by differentially corrected
 AJ8340.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8340.
 AJ8340.The orthometric height was determined by differential leveling and
 AJ8340.adjusted in June 2004.
 AJ8340
 AJ8340.Photographs are available for this station.
 AJ8340
 AJ8340.The dynamic height is computed by dividing the NAVD 88
 AJ8340.geopotential number by the normal gravity value computed on the
 AJ8340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8340.degrees latitude (g = 980.6199 gals.).
 AJ8340
 AJ8340.The modeled gravity was interpolated from observed gravity values.
 AJ8340
 AJ8340;                    North         East    Units  Estimated Accuracy
 AJ8340;SPC MN C     -   198,801.3     719,735.9     MT  (+/- 3 meters HH1 GPS) 
 AJ8340
 AJ8340                          SUPERSEDED SURVEY CONTROL
 AJ8340
 AJ8340.No superseded survey control is available for this station.
 AJ8340
 AJ8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2277183720(NAD 83)
 AJ8340
 AJ8340_MARKER: DD = SURVEY DISK
 AJ8340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8340_STAMPING: 2106 F 1996
 AJ8340_MARK LOGO: MNDT  
 AJ8340_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8340+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 AJ8340_ROD/PIPE-DEPTH:  6.1 meters
 AJ8340
 AJ8340  HISTORY     - Date     Condition        Report By
 AJ8340  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8340  HISTORY     - 20060807 GOOD             USPSQD
 AJ8340
 AJ8340                          STATION DESCRIPTION
 AJ8340
 AJ8340'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8340'THE MARK IS 1 MI (1.6 KM) WSW OF NELSON, 4.05 MI (6.52 KM) EAST ALONG
 AJ8340'TH 27 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, AT TH 27 MP
 AJ8340'85.05, 123.8 FT (37.7 M) SSW OF TH 27, 110.0 FT (33.5 M) EAST OF CO RD
 AJ8340'17, 15.3 FT (4.7 M) NW OF R/W POST, 72.3 FT (22.0 M) ENE OF TEL CABLE
 AJ8340'PEDESTAL NO 3000 13 2R, 108.1 FT (32.9 M) SW OF TEL CABLE PEDESTAL,
 AJ8340'1.1 FT (0.3 M) EAST OF WIT POST.
 AJ8340
 AJ8340                          STATION RECOVERY (2006)
 AJ8340
 AJ8340'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 AJ8340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8342 ***********************************************************************
 AJ8342  DESIGNATION -  2106 G
 AJ8342  PID         -  AJ8342
 AJ8342  STATE/COUNTY-  MN/DOUGLAS
 AJ8342  COUNTRY     -  US
 AJ8342  USGS QUAD   -  OSAKIS (1977)
 AJ8342
 AJ8342                         *CURRENT SURVEY CONTROL
 AJ8342  ______________________________________________________________________
 AJ8342* NAD 83(1986) POSITION- 45 52 29.     (N) 095 14 46.     (W)   SCALED    
 AJ8342* NAVD 88 ORTHO HEIGHT -   414.239  (meters)    1359.05  (feet) ADJUSTED  
 AJ8342  ______________________________________________________________________
 AJ8342  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 AJ8342  DYNAMIC HEIGHT  -        414.236 (meters)     1359.04  (feet) COMP
 AJ8342  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 AJ8342
 AJ8342  VERT ORDER      -  SECOND    CLASS I
 AJ8342
 AJ8342.The horizontal coordinates were scaled from a topographic map and have
 AJ8342.an estimated accuracy of +/- 6 seconds.
 AJ8342.
 AJ8342.The orthometric height was determined by differential leveling and
 AJ8342.adjusted in June 2004.
 AJ8342
 AJ8342.The dynamic height is computed by dividing the NAVD 88
 AJ8342.geopotential number by the normal gravity value computed on the
 AJ8342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8342.degrees latitude (g = 980.6199 gals.).
 AJ8342
 AJ8342.The modeled gravity was interpolated from observed gravity values.
 AJ8342
 AJ8342;                    North         East    Units  Estimated Accuracy
 AJ8342;SPC MN C     -   197,710.      722,670.      MT  (+/- 180 meters Scaled)
 AJ8342
 AJ8342                          SUPERSEDED SURVEY CONTROL
 AJ8342
 AJ8342.No superseded survey control is available for this station.
 AJ8342
 AJ8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL256825(NAD 83)
 AJ8342
 AJ8342_MARKER: DD = SURVEY DISK
 AJ8342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8342_STAMPING: 2106 G 1996
 AJ8342_MARK LOGO: MNDT  
 AJ8342_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8342+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8342_ROD/PIPE-DEPTH:  7.6 meters
 AJ8342
 AJ8342  HISTORY     - Date     Condition        Report By
 AJ8342  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8342
 AJ8342                          STATION DESCRIPTION
 AJ8342
 AJ8342'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8342'THE MARK IS 1 MI (1.6 KM) SE OF NELSON, 6.0 MI (9.7 KM) EAST ALONG TH
 AJ8342'27 FROM NORTH JCT OF TH 27 AND TH 29 IN ALEXANDRIA, AT TH 27 MP 86.98,
 AJ8342'64.2 FT (19.6 M) SSW OF TH 27, 95.1 FT (29.0 M) WNW OF MILEPOST 87,
 AJ8342'104.8 FT (31.9 M) ESE OF R/W POST, 6.7 FT (2.0 M) SSW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8343 ***********************************************************************
 AJ8343  DESIGNATION -  2106 H
 AJ8343  PID         -  AJ8343
 AJ8343  STATE/COUNTY-  MN/DOUGLAS
 AJ8343  COUNTRY     -  US
 AJ8343  USGS QUAD   -  OSAKIS (1977)
 AJ8343
 AJ8343                         *CURRENT SURVEY CONTROL
 AJ8343  ______________________________________________________________________
 AJ8343* NAD 83(1986) POSITION- 45 52 15.45   (N) 095 13 59.64   (W)   HD_HELD1  
 AJ8343* NAVD 88 ORTHO HEIGHT -   411.328  (meters)    1349.50  (feet) ADJUSTED  
 AJ8343  ______________________________________________________________________
 AJ8343  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 AJ8343  DYNAMIC HEIGHT  -        411.325 (meters)     1349.49  (feet) COMP
 AJ8343  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 AJ8343
 AJ8343  VERT ORDER      -  SECOND    CLASS I
 AJ8343
 AJ8343.The horizontal coordinates were established by differentially corrected
 AJ8343.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8343.
 AJ8343.The orthometric height was determined by differential leveling and
 AJ8343.adjusted in June 2004.
 AJ8343
 AJ8343.Photographs are available for this station.
 AJ8343
 AJ8343.The dynamic height is computed by dividing the NAVD 88
 AJ8343.geopotential number by the normal gravity value computed on the
 AJ8343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8343.degrees latitude (g = 980.6199 gals.).
 AJ8343
 AJ8343.The modeled gravity was interpolated from observed gravity values.
 AJ8343
 AJ8343;                    North         East    Units  Estimated Accuracy
 AJ8343;SPC MN C     -   197,277.6     723,664.1     MT  (+/- 3 meters HH1 GPS) 
 AJ8343
 AJ8343                          SUPERSEDED SURVEY CONTROL
 AJ8343
 AJ8343.No superseded survey control is available for this station.
 AJ8343
 AJ8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2667582135(NAD 83)
 AJ8343
 AJ8343_MARKER: DD = SURVEY DISK
 AJ8343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8343_STAMPING: 2106 H 1996
 AJ8343_MARK LOGO: MNDT  
 AJ8343_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8343+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8343_ROD/PIPE-DEPTH:  6.1 meters
 AJ8343
 AJ8343  HISTORY     - Date     Condition        Report By
 AJ8343  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8343
 AJ8343                          STATION DESCRIPTION
 AJ8343
 AJ8343'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8343'THE MARK IS 1.6 MI (2.6 KM) SE OF NELSON, 4.5 MI (7.2 KM) WEST ALONG
 AJ8343'TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH 27 MP
 AJ8343'87.65, 63.8 FT (19.4 M) NNE OF TH 27, 40.2 FT (12.3 M) SW OF STATE
 AJ8343'PROPERTY SIGN POST, 48.0 FT (14.6 M) WNW OF ENT, 1.1 FT (0.3 M) ESE OF
 AJ8343'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8345 ***********************************************************************
 AJ8345  DESIGNATION -  2106 J
 AJ8345  PID         -  AJ8345
 AJ8345  STATE/COUNTY-  MN/DOUGLAS
 AJ8345  COUNTRY     -  US
 AJ8345  USGS QUAD   -  OSAKIS (1977)
 AJ8345
 AJ8345                         *CURRENT SURVEY CONTROL
 AJ8345  ______________________________________________________________________
 AJ8345* NAD 83(1986) POSITION- 45 52 02.83   (N) 095 12 46.19   (W)   HD_HELD1  
 AJ8345* NAVD 88 ORTHO HEIGHT -   417.738  (meters)    1370.53  (feet) ADJUSTED  
 AJ8345  ______________________________________________________________________
 AJ8345  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 AJ8345  DYNAMIC HEIGHT  -        417.734 (meters)     1370.52  (feet) COMP
 AJ8345  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 AJ8345
 AJ8345  VERT ORDER      -  SECOND    CLASS I
 AJ8345
 AJ8345.The horizontal coordinates were established by differentially corrected
 AJ8345.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8345.
 AJ8345.The orthometric height was determined by differential leveling and
 AJ8345.adjusted in June 2004.
 AJ8345
 AJ8345.Photographs are available for this station.
 AJ8345
 AJ8345.The dynamic height is computed by dividing the NAVD 88
 AJ8345.geopotential number by the normal gravity value computed on the
 AJ8345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8345.degrees latitude (g = 980.6199 gals.).
 AJ8345
 AJ8345.The modeled gravity was interpolated from observed gravity values.
 AJ8345
 AJ8345;                    North         East    Units  Estimated Accuracy
 AJ8345;SPC MN C     -   196,868.5     725,243.3     MT  (+/- 3 meters HH1 GPS) 
 AJ8345
 AJ8345                          SUPERSEDED SURVEY CONTROL
 AJ8345
 AJ8345.No superseded survey control is available for this station.
 AJ8345
 AJ8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2824781701(NAD 83)
 AJ8345
 AJ8345_MARKER: DD = SURVEY DISK
 AJ8345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8345_STAMPING: 2106 J 1996
 AJ8345_MARK LOGO: MNDT  
 AJ8345_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8345+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AJ8345_ROD/PIPE-DEPTH:  9.1 meters
 AJ8345
 AJ8345  HISTORY     - Date     Condition        Report By
 AJ8345  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8345  HISTORY     - 20051005 GOOD             MNDT
 AJ8345
 AJ8345                          STATION DESCRIPTION
 AJ8345
 AJ8345'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8345'THE MARK IS 2.8 MI (4.5 KM) WEST OF OSAKIS, 3.45 MI (5.55 KM) WEST
 AJ8345'ALONG TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH
 AJ8345'27 MP 88.7, 87.0 FT (26.5 M) SSW OF TH 27, 33.5 FT (10.2 M) ESE OF
 AJ8345'DRIVEWAY, 42.4 FT (12.9 M) NNE OF R/W POST, 67.6 FT (20.6 M) SE OF R
 AJ8345'/W POST, 29.1 FT (8.9 M) SSW OF WIT POST.
 AJ8345
 AJ8345                          STATION RECOVERY (2005)
 AJ8345
 AJ8345'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ8345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8346 ***********************************************************************
 AJ8346  DESIGNATION -  2106 K
 AJ8346  PID         -  AJ8346
 AJ8346  STATE/COUNTY-  MN/DOUGLAS
 AJ8346  COUNTRY     -  US
 AJ8346  USGS QUAD   -  OSAKIS (1977)
 AJ8346
 AJ8346                         *CURRENT SURVEY CONTROL
 AJ8346  ______________________________________________________________________
 AJ8346* NAD 83(1986) POSITION- 45 52 01.     (N) 095 11 47.     (W)   SCALED    
 AJ8346* NAVD 88 ORTHO HEIGHT -   425.549  (meters)    1396.16  (feet) ADJUSTED  
 AJ8346  ______________________________________________________________________
 AJ8346  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 AJ8346  DYNAMIC HEIGHT  -        425.545 (meters)     1396.14  (feet) COMP
 AJ8346  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 AJ8346
 AJ8346  VERT ORDER      -  SECOND    CLASS I
 AJ8346
 AJ8346.The horizontal coordinates were scaled from a topographic map and have
 AJ8346.an estimated accuracy of +/- 6 seconds.
 AJ8346.
 AJ8346.The orthometric height was determined by differential leveling and
 AJ8346.adjusted in June 2004.
 AJ8346
 AJ8346.The dynamic height is computed by dividing the NAVD 88
 AJ8346.geopotential number by the normal gravity value computed on the
 AJ8346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8346.degrees latitude (g = 980.6199 gals.).
 AJ8346
 AJ8346.The modeled gravity was interpolated from observed gravity values.
 AJ8346
 AJ8346;                    North         East    Units  Estimated Accuracy
 AJ8346;SPC MN C     -   196,800.      726,520.      MT  (+/- 180 meters Scaled)
 AJ8346
 AJ8346                          SUPERSEDED SURVEY CONTROL
 AJ8346
 AJ8346.No superseded survey control is available for this station.
 AJ8346
 AJ8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL295816(NAD 83)
 AJ8346
 AJ8346_MARKER: DD = SURVEY DISK
 AJ8346_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8346_STAMPING: 2106 K 1996
 AJ8346_MARK LOGO: MNDT  
 AJ8346_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8346+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AJ8346_ROD/PIPE-DEPTH:  6.1 meters
 AJ8346
 AJ8346  HISTORY     - Date     Condition        Report By
 AJ8346  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8346
 AJ8346                          STATION DESCRIPTION
 AJ8346
 AJ8346'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8346'THE MARK IS 2.2 MI (3.5 KM) WEST OF OSAKIS, 2.7 MI (4.3 KM) WEST ALONG
 AJ8346'TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH 27 MP
 AJ8346'89.45, 58.4 FT (17.8 M) SOUTH OF TH 27, 49.0 FT (14.9 M) EAST OF
 AJ8346'DRIVEWAY, 11.6 FT (3.5 M) SW OF FIBER OPTIC SIGN POST, 10.3 FT (3.1 M)
 AJ8346'WEST OF N-S FENCE, 19.3 FT (5.9 M) NE OF END 5 INCH SPRUCE TREE, 12.4
 AJ8346'FT (3.8 M) SW OF R/W-WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8347 ***********************************************************************
 AJ8347  DESIGNATION -  2106 L
 AJ8347  PID         -  AJ8347
 AJ8347  STATE/COUNTY-  MN/DOUGLAS
 AJ8347  COUNTRY     -  US
 AJ8347  USGS QUAD   -  OSAKIS (1977)
 AJ8347
 AJ8347                         *CURRENT SURVEY CONTROL
 AJ8347  ______________________________________________________________________
 AJ8347* NAD 83(1986) POSITION- 45 52 04.29   (N) 095 10 52.89   (W)   HD_HELD1  
 AJ8347* NAVD 88 ORTHO HEIGHT -   425.081  (meters)    1394.62  (feet) ADJUSTED  
 AJ8347  ______________________________________________________________________
 AJ8347  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 AJ8347  DYNAMIC HEIGHT  -        425.076 (meters)     1394.60  (feet) COMP
 AJ8347  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 AJ8347
 AJ8347  VERT ORDER      -  SECOND    CLASS I
 AJ8347
 AJ8347.The horizontal coordinates were established by differentially corrected
 AJ8347.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8347.
 AJ8347.The orthometric height was determined by differential leveling and
 AJ8347.adjusted in June 2004.
 AJ8347
 AJ8347.Photographs are available for this station.
 AJ8347
 AJ8347.The dynamic height is computed by dividing the NAVD 88
 AJ8347.geopotential number by the normal gravity value computed on the
 AJ8347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8347.degrees latitude (g = 980.6199 gals.).
 AJ8347
 AJ8347.The modeled gravity was interpolated from observed gravity values.
 AJ8347
 AJ8347;                    North         East    Units  Estimated Accuracy
 AJ8347;SPC MN C     -   196,884.4     727,687.3     MT  (+/- 3 meters HH1 GPS) 
 AJ8347
 AJ8347                          SUPERSEDED SURVEY CONTROL
 AJ8347
 AJ8347.No superseded survey control is available for this station.
 AJ8347
 AJ8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3069181679(NAD 83)
 AJ8347
 AJ8347_MARKER: DD = SURVEY DISK
 AJ8347_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8347_STAMPING: 2106 L 1996
 AJ8347_MARK LOGO: MNDT  
 AJ8347_PROJECTION: FLUSH
 AJ8347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8347+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AJ8347_ROD/PIPE-DEPTH:  7.6 meters
 AJ8347
 AJ8347  HISTORY     - Date     Condition        Report By
 AJ8347  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8347  HISTORY     - 20051005 GOOD             MNDT
 AJ8347
 AJ8347                          STATION DESCRIPTION
 AJ8347
 AJ8347'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8347'THE MARK IS 1.4 MI (2.3 KM) WEST OF OSAKIS, 1.95 MI (3.14 KM) WEST
 AJ8347'ALONG TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH
 AJ8347'27 MP 90.2, 173.2 FT (52.8 M) NORTH OF TH 27, 32.0 FT (9.8 M) EAST OF
 AJ8347'GRAVEL RD, 4.1 FT (1.2 M) WEST OF SW COR OF NORTH BRICK GATE POST,
 AJ8347'27.3 FT (8.3 M) NNW OF NW COR OF NOLAN HEADSTONE, 8.5 FT (2.6 M) NORTH
 AJ8347'OF WEST ENT TO CALVARY CEMETERY, 3.2 FT (1.0 M) WEST OF WIT POST.
 AJ8347
 AJ8347                          STATION RECOVERY (2005)
 AJ8347
 AJ8347'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ8347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3849 ***********************************************************************
 DK3849  DESIGNATION -  2106 L 1
 DK3849  PID         -  DK3849
 DK3849  STATE/COUNTY-  MN/DOUGLAS
 DK3849  COUNTRY     -  US
 DK3849  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DK3849
 DK3849                         *CURRENT SURVEY CONTROL
 DK3849  ______________________________________________________________________
 DK3849* NAD 83(1986) POSITION- 45 53 34.0    (N) 095 10 52.4    (W)   HD_HELD2  
 DK3849* NAVD 88 ORTHO HEIGHT -   422.732  (meters)    1386.91  (feet) ADJUSTED  
 DK3849  ______________________________________________________________________
 DK3849  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 DK3849  DYNAMIC HEIGHT  -        422.728 (meters)     1386.90  (feet) COMP
 DK3849  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DK3849
 DK3849  VERT ORDER      -  SECOND    CLASS I
 DK3849
 DK3849.The horizontal coordinates were established by autonomous hand held GPS
 DK3849.observations and have an estimated accuracy of +/- 10 meters.
 DK3849.
 DK3849.The orthometric height was determined by differential leveling and
 DK3849.adjusted in June 2008.
 DK3849
 DK3849.Photographs are available for this station.
 DK3849
 DK3849.The dynamic height is computed by dividing the NAVD 88
 DK3849.geopotential number by the normal gravity value computed on the
 DK3849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3849.degrees latitude (g = 980.6199 gals.).
 DK3849
 DK3849.The modeled gravity was interpolated from observed gravity values.
 DK3849
 DK3849;                    North         East    Units  Estimated Accuracy
 DK3849;SPC MN C     -   199,654.      727,730.      MT  (+/- 10 meters HH2 GPS)
 DK3849
 DK3849                          SUPERSEDED SURVEY CONTROL
 DK3849
 DK3849.No superseded survey control is available for this station.
 DK3849
 DK3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3077884447(NAD 83)
 DK3849
 DK3849_MARKER: DD = SURVEY DISK
 DK3849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3849_STAMPING: 2106 L1 2005
 DK3849_MARK LOGO: MNDT  
 DK3849_PROJECTION: RECESSED 5 CENTIMETERS
 DK3849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3849+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3849_ROD/PIPE-DEPTH:  6.1 meters
 DK3849
 DK3849  HISTORY     - Date     Condition        Report By
 DK3849  HISTORY     - 2005     MONUMENTED       MNDT
 DK3849
 DK3849                          STATION DESCRIPTION
 DK3849
 DK3849'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3849'2.5 MI (4.0 KM) NORTH-NORTHWEST OF OSAKIS, 2.05 MI (3.3 KM) WEST ALONG
 DK3849'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3849'HIGHWAY 127 EAST EDGE OF OSAKIS, TO TRUNK HIGHWAY 27 MILE POINT 90.2,
 DK3849'THEN 1.75 MI (2.8 KM) NORTH ON CALVARY ROAD, 24.0 FT (7.3 M) EAST OF
 DK3849'CALVARY ROAD, 24.6 FT (7.5 M) NORTH OF ENTRANCE, 153.4 FT (46.8 M)
 DK3849'NORTH OF A POWER POLE, O.8 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3848 ***********************************************************************
 DK3848  DESIGNATION -  2106 L 2
 DK3848  PID         -  DK3848
 DK3848  STATE/COUNTY-  MN/DOUGLAS
 DK3848  COUNTRY     -  US
 DK3848  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DK3848
 DK3848                         *CURRENT SURVEY CONTROL
 DK3848  ______________________________________________________________________
 DK3848* NAD 83(1986) POSITION- 45 55 05.2    (N) 095 10 52.4    (W)   HD_HELD2  
 DK3848* NAVD 88 ORTHO HEIGHT -   412.919  (meters)    1354.72  (feet) ADJUSTED  
 DK3848  ______________________________________________________________________
 DK3848  GEOID HEIGHT    -        -26.26  (meters)                     GEOID09
 DK3848  DYNAMIC HEIGHT  -        412.916 (meters)     1354.71  (feet) COMP
 DK3848  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 DK3848
 DK3848  VERT ORDER      -  SECOND    CLASS I
 DK3848
 DK3848.The horizontal coordinates were established by autonomous hand held GPS
 DK3848.observations and have an estimated accuracy of +/- 10 meters.
 DK3848.
 DK3848.The orthometric height was determined by differential leveling and
 DK3848.adjusted in June 2008.
 DK3848
 DK3848.Photographs are available for this station.
 DK3848
 DK3848.The dynamic height is computed by dividing the NAVD 88
 DK3848.geopotential number by the normal gravity value computed on the
 DK3848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3848.degrees latitude (g = 980.6199 gals.).
 DK3848
 DK3848.The modeled gravity was interpolated from observed gravity values.
 DK3848
 DK3848;                    North         East    Units  Estimated Accuracy
 DK3848;SPC MN C     -   202,469.      727,764.      MT  (+/- 10 meters HH2 GPS)
 DK3848
 DK3848                          SUPERSEDED SURVEY CONTROL
 DK3848
 DK3848.No superseded survey control is available for this station.
 DK3848
 DK3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3085587262(NAD 83)
 DK3848
 DK3848_MARKER: DD = SURVEY DISK
 DK3848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3848_STAMPING: 2106 L2 2005
 DK3848_MARK LOGO: MNDT  
 DK3848_PROJECTION: FLUSH
 DK3848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3848+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3848_ROD/PIPE-DEPTH:  4.6 meters
 DK3848
 DK3848  HISTORY     - Date     Condition        Report By
 DK3848  HISTORY     - 2005     MONUMENTED       MNDT
 DK3848
 DK3848                          STATION DESCRIPTION
 DK3848
 DK3848'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3848'4.0 MI (6.4 KM) NORTH-NORTHWEST OF OSAKIS, 2.05 MI (3.3 KM) WEST ALONG
 DK3848'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3848'HIGHWAY 127 EAST EDGE OF OSAKIS, TO THE 27 MILE POINT 90.2, THEN 3.50
 DK3848'MI (5.6 KM) NORTH ON CALVARY ROAD, 34.4 FT (10.5 M) WEST OF CALVARY
 DK3848'ROAD, 52.0 FT (15.8 M) SOUTH OF COUNTY ROAD 73, 1.2 FT (0.4 M) NORTH
 DK3848'OF A FENCE POST, 1.9 FT (0.6 M) EAST OF RIGHT A WAY POST, 115.1 FT
 DK3848'(35.1 M) WEST- SOUTHWEST OF A POWER POLE, 0.7 FT (0.2 M) NORTH OF A
 DK3848'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3847 ***********************************************************************
 DK3847  DESIGNATION -  2106 L 3
 DK3847  PID         -  DK3847
 DK3847  STATE/COUNTY-  MN/DOUGLAS
 DK3847  COUNTRY     -  US
 DK3847  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DK3847
 DK3847                         *CURRENT SURVEY CONTROL
 DK3847  ______________________________________________________________________
 DK3847* NAD 83(1986) POSITION- 45 55 06.1    (N) 095 10 14.7    (W)   HD_HELD2  
 DK3847* NAVD 88 ORTHO HEIGHT -   411.655  (meters)    1350.57  (feet) ADJUSTED  
 DK3847  ______________________________________________________________________
 DK3847  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DK3847  DYNAMIC HEIGHT  -        411.652 (meters)     1350.56  (feet) COMP
 DK3847  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK3847
 DK3847  VERT ORDER      -  SECOND    CLASS I
 DK3847
 DK3847.The horizontal coordinates were established by autonomous hand held GPS
 DK3847.observations and have an estimated accuracy of +/- 10 meters.
 DK3847.
 DK3847.The orthometric height was determined by differential leveling and
 DK3847.adjusted in June 2008.
 DK3847
 DK3847.Photographs are available for this station.
 DK3847
 DK3847.The dynamic height is computed by dividing the NAVD 88
 DK3847.geopotential number by the normal gravity value computed on the
 DK3847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3847.degrees latitude (g = 980.6199 gals.).
 DK3847
 DK3847.The modeled gravity was interpolated from observed gravity values.
 DK3847
 DK3847;                    North         East    Units  Estimated Accuracy
 DK3847;SPC MN C     -   202,487.      728,576.      MT  (+/- 10 meters HH2 GPS)
 DK3847
 DK3847                          SUPERSEDED SURVEY CONTROL
 DK3847
 DK3847.No superseded survey control is available for this station.
 DK3847
 DK3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3166887268(NAD 83)
 DK3847
 DK3847_MARKER: DD = SURVEY DISK
 DK3847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3847_STAMPING: 2106 L3 2005
 DK3847_MARK LOGO: MNDT  
 DK3847_PROJECTION: RECESSED 8 CENTIMETERS
 DK3847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3847+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3847_ROD/PIPE-DEPTH:  7.6 meters
 DK3847
 DK3847  HISTORY     - Date     Condition        Report By
 DK3847  HISTORY     - 2005     MONUMENTED       MNDT
 DK3847
 DK3847                          STATION DESCRIPTION
 DK3847
 DK3847'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3847'4.0 MI (6.4 KM) NORTH-NORTHWEST OF OSAKIS, 1.15 MI (1.9 KM) WEST ALONG
 DK3847'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3847'HIGHWAY 127 IN OSAKIS, THEN 3.6 MI (5.8 KM) NORTH ON COUNTY ROAD 3, AT
 DK3847'TRUNK HIGHWAY 27 MILE POINT 91.1, 50.1 FT (15.3 M) WEST OF COUNTY ROAD
 DK3847'3, 39.4 FT (12.0 M) NORTH OF COUNTY ROAD 73, 6.7 FT (2.0 M) NORTH OF A
 DK3847'POWER POLE, 6.8 FT (2.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3846 ***********************************************************************
 DK3846  DESIGNATION -  2106 L 4
 DK3846  PID         -  DK3846
 DK3846  STATE/COUNTY-  MN/DOUGLAS
 DK3846  COUNTRY     -  US
 DK3846  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DK3846
 DK3846                         *CURRENT SURVEY CONTROL
 DK3846  ______________________________________________________________________
 DK3846* NAD 83(1986) POSITION- 45 54 13.1    (N) 095 10 15.8    (W)   HD_HELD2  
 DK3846* NAVD 88 ORTHO HEIGHT -   418.302  (meters)    1372.38  (feet) ADJUSTED  
 DK3846  ______________________________________________________________________
 DK3846  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DK3846  DYNAMIC HEIGHT  -        418.299 (meters)     1372.37  (feet) COMP
 DK3846  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DK3846
 DK3846  VERT ORDER      -  SECOND    CLASS I
 DK3846
 DK3846.The horizontal coordinates were established by autonomous hand held GPS
 DK3846.observations and have an estimated accuracy of +/- 10 meters.
 DK3846.
 DK3846.The orthometric height was determined by differential leveling and
 DK3846.adjusted in June 2008.
 DK3846
 DK3846.No vertical observational check was made to the station.
 DK3846
 DK3846.Photographs are available for this station.
 DK3846
 DK3846.The dynamic height is computed by dividing the NAVD 88
 DK3846.geopotential number by the normal gravity value computed on the
 DK3846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3846.degrees latitude (g = 980.6199 gals.).
 DK3846
 DK3846.The modeled gravity was interpolated from observed gravity values.
 DK3846
 DK3846;                    North         East    Units  Estimated Accuracy
 DK3846;SPC MN C     -   200,852.      728,533.      MT  (+/- 10 meters HH2 GPS)
 DK3846
 DK3846                          SUPERSEDED SURVEY CONTROL
 DK3846
 DK3846.No superseded survey control is available for this station.
 DK3846
 DK3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3159985633(NAD 83)
 DK3846
 DK3846_MARKER: DD = SURVEY DISK
 DK3846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3846_STAMPING: 2106 L4 2005
 DK3846_MARK LOGO: MNDT  
 DK3846_PROJECTION: FLUSH
 DK3846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3846+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3846_ROD/PIPE-DEPTH:  6.1 meters
 DK3846
 DK3846  HISTORY     - Date     Condition        Report By
 DK3846  HISTORY     - 2005     MONUMENTED       MNDT
 DK3846
 DK3846                          STATION DESCRIPTION
 DK3846
 DK3846'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3846'3.0 MI (4.8 KM) NORTH-NORTHWEST OF OASKIS, 1.15 MI (1.9 KM) WEST ALONG
 DK3846'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3846'HIGHWAY 127 EAST EDGE OF OASKIS, TO TRUNK HIGHWAY 27 MILE POINT 91.1,
 DK3846'THEN 2.53 MI (4.1 KM) NORTH ON COUNTY ROAD 3, 62.4 FT (19.0 M) WEST OF
 DK3846'COUNTY ROAD 3, 31.5 FT (9.6 M) SOUTH OF BIRD LAKE ROAD, 66.1 FT (20.1
 DK3846'M) SOUTH-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 2.7 FT (0.8 M)
 DK3846'EAST OF A FENCE CORNER POST, 0.9 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3845 ***********************************************************************
 DK3845  DESIGNATION -  2106 L 5
 DK3845  PID         -  DK3845
 DK3845  STATE/COUNTY-  MN/DOUGLAS
 DK3845  COUNTRY     -  US
 DK3845  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DK3845
 DK3845                         *CURRENT SURVEY CONTROL
 DK3845  ______________________________________________________________________
 DK3845* NAD 83(1986) POSITION- 45 53 15.6    (N) 095 10 12.0    (W)   HD_HELD2  
 DK3845* NAVD 88 ORTHO HEIGHT -   410.694  (meters)    1347.42  (feet) ADJUSTED  
 DK3845  ______________________________________________________________________
 DK3845  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DK3845  DYNAMIC HEIGHT  -        410.690 (meters)     1347.41  (feet) COMP
 DK3845  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 DK3845
 DK3845  VERT ORDER      -  SECOND    CLASS I
 DK3845
 DK3845.The horizontal coordinates were established by autonomous hand held GPS
 DK3845.observations and have an estimated accuracy of +/- 10 meters.
 DK3845.
 DK3845.The orthometric height was determined by differential leveling and
 DK3845.adjusted in June 2008.
 DK3845
 DK3845.No vertical observational check was made to the station.
 DK3845
 DK3845.Photographs are available for this station.
 DK3845
 DK3845.The dynamic height is computed by dividing the NAVD 88
 DK3845.geopotential number by the normal gravity value computed on the
 DK3845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3845.degrees latitude (g = 980.6199 gals.).
 DK3845
 DK3845.The modeled gravity was interpolated from observed gravity values.
 DK3845
 DK3845;                    North         East    Units  Estimated Accuracy
 DK3845;SPC MN C     -   199,075.      728,595.      MT  (+/- 10 meters HH2 GPS)
 DK3845
 DK3845                          SUPERSEDED SURVEY CONTROL
 DK3845
 DK3845.No superseded survey control is available for this station.
 DK3845
 DK3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3163383856(NAD 83)
 DK3845
 DK3845_MARKER: DD = SURVEY DISK
 DK3845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3845_STAMPING: 2106 L5 2005
 DK3845_MARK LOGO: MNDT  
 DK3845_PROJECTION: RECESSED 10 CENTIMETERS
 DK3845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3845+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3845_ROD/PIPE-DEPTH:  4.6 meters
 DK3845
 DK3845  HISTORY     - Date     Condition        Report By
 DK3845  HISTORY     - 2005     MONUMENTED       MNDT
 DK3845
 DK3845                          STATION DESCRIPTION
 DK3845
 DK3845'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3845'2.0 MI (3.2 KM) NORTH-NORTHWEST OF OSAKIS, 1.15 MI (1.9 KM) WEST ALONG
 DK3845'TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 DK3845'HIGHWAY 127 EAST EDGE OF OASKIS, TO TRUNK HIGHWAY 27 MILE POINT 91.1,
 DK3845'THEN 1.43 MI (2.3 KM) NORTH ON COUNTY ROAD 3, 44.9 FT (13.7 M)
 DK3845'EAST-NORTHEAST OF A FIELD ENTRANCE, 0.9 FT (0.3 M) WEST-SOUTHWEST OF A
 DK3845'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8348 ***********************************************************************
 AJ8348  DESIGNATION -  2106 M
 AJ8348  PID         -  AJ8348
 AJ8348  STATE/COUNTY-  MN/DOUGLAS
 AJ8348  COUNTRY     -  US
 AJ8348  USGS QUAD   -  OSAKIS (1977)
 AJ8348
 AJ8348                         *CURRENT SURVEY CONTROL
 AJ8348  ______________________________________________________________________
 AJ8348* NAD 83(1986) POSITION- 45 52 04.09   (N) 095 09 47.90   (W)   HD_HELD1  
 AJ8348* NAVD 88 ORTHO HEIGHT -   410.746  (meters)    1347.59  (feet) ADJUSTED  
 AJ8348  ______________________________________________________________________
 AJ8348  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 AJ8348  DYNAMIC HEIGHT  -        410.741 (meters)     1347.57  (feet) COMP
 AJ8348  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 AJ8348
 AJ8348  VERT ORDER      -  SECOND    CLASS I
 AJ8348
 AJ8348.The horizontal coordinates were established by differentially corrected
 AJ8348.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8348.
 AJ8348.The orthometric height was determined by differential leveling and
 AJ8348.adjusted in June 2004.
 AJ8348
 AJ8348.Photographs are available for this station.
 AJ8348
 AJ8348.The dynamic height is computed by dividing the NAVD 88
 AJ8348.geopotential number by the normal gravity value computed on the
 AJ8348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8348.degrees latitude (g = 980.6199 gals.).
 AJ8348
 AJ8348.The modeled gravity was interpolated from observed gravity values.
 AJ8348
 AJ8348;                    North         East    Units  Estimated Accuracy
 AJ8348;SPC MN C     -   196,861.9     729,088.8     MT  (+/- 3 meters HH1 GPS) 
 AJ8348
 AJ8348                          SUPERSEDED SURVEY CONTROL
 AJ8348
 AJ8348.No superseded survey control is available for this station.
 AJ8348
 AJ8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3209281635(NAD 83)
 AJ8348
 AJ8348_MARKER: DD = SURVEY DISK
 AJ8348_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8348_STAMPING: 2106 M 1996
 AJ8348_MARK LOGO: MNDT  
 AJ8348_PROJECTION: FLUSH
 AJ8348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8348+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AJ8348_ROD/PIPE-DEPTH: 10.7 meters
 AJ8348
 AJ8348  HISTORY     - Date     Condition        Report By
 AJ8348  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8348  HISTORY     - 20051005 GOOD             MNDT
 AJ8348
 AJ8348                          STATION DESCRIPTION
 AJ8348
 AJ8348'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8348'THE MARK IS 0.5 MI (0.8 KM) WEST OF OSAKIS, 1.1 MI (1.8 KM) WEST ALONG
 AJ8348'TH 27 FROM JCT OF TH 27 AND TH 127 AT EAST EDGE OF OSAKIS, AT TH 27 MP
 AJ8348'91.05, 114.4 FT (34.9 M) NORTH OF TH 27, 94.0 FT (28.7 M) WEST OF CO
 AJ8348'RD 3, 7.1 FT (2.2 M) ESE OF R/W POST, 86.2 FT (26.3 M) NE OF P-POLE,
 AJ8348'92.0 FT (28.0 M) SSW OF TEL CABLE PEDESTAL, 107.0 FT (32.6 M) SOUTH OF
 AJ8348'GRAVEL RD, 1.3 FT (0.4 M) WEST OF WIT POST.
 AJ8348
 AJ8348                          STATION RECOVERY (2005)
 AJ8348
 AJ8348'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ8348'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8349 ***********************************************************************
 AJ8349  DESIGNATION -  2106 N
 AJ8349  PID         -  AJ8349
 AJ8349  STATE/COUNTY-  MN/DOUGLAS
 AJ8349  COUNTRY     -  US
 AJ8349  USGS QUAD   -  OSAKIS (1977)
 AJ8349
 AJ8349                         *CURRENT SURVEY CONTROL
 AJ8349  ______________________________________________________________________
 AJ8349* NAD 83(2007) POSITION- 45 51 51.20970(N) 095 08 26.84275(W)   ADJUSTED  
 AJ8349* NAD 83(2007) ELLIP HT-   380.249 (meters)        (02/10/07)   ADJUSTED
 AJ8349* NAD 83(2007) EPOCH   -  2002.00
 AJ8349* NAVD 88 ORTHO HEIGHT -   406.551  (meters)    1333.83  (feet) ADJUSTED  
 AJ8349  ______________________________________________________________________
 AJ8349  NAD 83(2007) X  -   -398,683.769 (meters)                     COMP
 AJ8349  NAD 83(2007) Y  - -4,431,530.608 (meters)                     COMP
 AJ8349  NAD 83(2007) Z  -  4,555,024.222 (meters)                     COMP
 AJ8349  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC09
 AJ8349  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 AJ8349  DYNAMIC HEIGHT  -        406.546 (meters)     1333.81  (feet) COMP
 AJ8349  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 AJ8349
 AJ8349  VERT ORDER      -  SECOND    CLASS I
 AJ8349
 AJ8349  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8349  Type                                         Horiz  Ellip  Dist(km)
 AJ8349  -------------------------------------------------------------------
 AJ8349  NETWORK                                       0.54   0.78
 AJ8349  -------------------------------------------------------------------
 AJ8349  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.60   0.88      8.12
 AJ8349  -------------------------------------------------------------------
 AJ8349  NOTE: Click here for information on individual local accuracy
 AJ8349  values and other accuracy information.
 AJ8349
 AJ8349
 AJ8349.The horizontal coordinates were established by GPS observations
 AJ8349.and adjusted by the National Geodetic Survey in February 2007.
 AJ8349
 AJ8349.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8349.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8349
 AJ8349.The horizontal coordinates are valid at the epoch date displayed above
 AJ8349.which is a decimal equivalence of Year/Month/Day.
 AJ8349
 AJ8349.The orthometric height was determined by differential leveling and
 AJ8349.adjusted in June 2004.
 AJ8349
 AJ8349.Photographs are available for this station.
 AJ8349
 AJ8349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8349
 AJ8349.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8349
 AJ8349.The ellipsoidal height was determined by GPS observations
 AJ8349.and is referenced to NAD 83.
 AJ8349
 AJ8349.The dynamic height is computed by dividing the NAVD 88
 AJ8349.geopotential number by the normal gravity value computed on the
 AJ8349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8349.degrees latitude (g = 980.6199 gals.).
 AJ8349
 AJ8349.The modeled gravity was interpolated from observed gravity values.
 AJ8349
 AJ8349. The following values were computed from the NAD 83(2007) position.
 AJ8349
 AJ8349;                    North         East     Units Scale Factor Converg.
 AJ8349;SPC MN C     -   196,444.329   730,832.442   MT  0.99995556   -0 38 39.8
 AJ8349;SPC MN C     -   644,501.10  2,397,739.44   sFT  0.99995556   -0 38 39.8
 AJ8349;UTM  15      - 5,081,190.628   333,829.828   MT  0.99993947   -1 32 12.4
 AJ8349
 AJ8349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8349!SPC MN C     -   0.99994039  x   0.99995556  =   0.99989595
 AJ8349!UTM  15      -   0.99994039  x   0.99993947  =   0.99987987
 AJ8349
 AJ8349                          SUPERSEDED SURVEY CONTROL
 AJ8349
 AJ8349  NAD 83(1996)-  45 51 51.20937(N)    095 08 26.84226(W) AD(       ) 1
 AJ8349  ELLIP H (05/07/04)  380.279  (m)                       GP(       ) 4 1
 AJ8349  NAVD 88 (05/07/04)  406.55   (m)         1333.8    (f) LEVELING    3  
 AJ8349
 AJ8349.Superseded values are not recommended for survey control.
 AJ8349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8349.See file dsdata.txt to determine how the superseded data were derived.
 AJ8349
 AJ8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3382981190(NAD 83)
 AJ8349
 AJ8349_MARKER: DD = SURVEY DISK
 AJ8349_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8349_STAMPING: 2106 N 1996
 AJ8349_MARK LOGO: MNDT  
 AJ8349_PROJECTION: RECESSED 5 CENTIMETERS
 AJ8349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8349+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2009
 AJ8349_ROD/PIPE-DEPTH:  6.1 meters
 AJ8349
 AJ8349  HISTORY     - Date     Condition        Report By
 AJ8349  HISTORY     - 1996     MONUMENTED       MNDT
 AJ8349  HISTORY     - 2003     GOOD             MNDT
 AJ8349  HISTORY     - 20090408 GOOD             MNDT
 AJ8349
 AJ8349                          STATION DESCRIPTION
 AJ8349
 AJ8349'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 AJ8349'THE MARK IS AT EAST EDGE OF OSAKIS, AT JCT OF TH 27 AND TH 127, AT TH
 AJ8349'127 MP 2.5, 106.5 FT (32.5 M) SE OF TH 127, 102.8 FT (31.3 M) SW OF TH
 AJ8349'52, 73.6 FT (22.4 M) NNW OF NORTH LEG OF HIGH TENSION P-POLE, 58.1 FT
 AJ8349'(17.7 M) NORTH OF R/W POST, 117.5 FT (35.8 M) NE OF R/W POST, 1.3 FT
 AJ8349'(0.4 M) NE OF WIT POST.
 AJ8349
 AJ8349                          STATION RECOVERY (2003)
 AJ8349
 AJ8349'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ8349'AT EAST EDGE OF OSAKIS, AT JCT OF TH 27 AND TH 127, AT TH 127 MP 2.5,
 AJ8349'106.5 FT  SE OF TH 127, 102.8 FT SW OF CO RD 51, 73.6 FT NNW OF NORTH
 AJ8349'LEG OF HIGH TENSION P-POLE, 58.1  FT NORTH OF R/W POST, 117.5 FT NE OF
 AJ8349'R/W POST, 1.3 FT NE OF WITPOST, RECESSED 2 INCHES,  MAGNETIC, SUITABLE
 AJ8349'FOR GPS
 AJ8349
 AJ8349                          STATION RECOVERY (2009)
 AJ8349
 AJ8349'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AJ8349'AT EAST EDGE OF OSAKIS, AT JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK
 AJ8349'HIGHWAY 127, AT TRUNK HIGHWAY 127 MILEPOINT 2.5, 106.5 FEET SOUTHEAST
 AJ8349'OF TRUNK HIGHWAY 127, 102.8 FEET SOUTHWEST OF COUNTY ROAD 51, 73.6
 AJ8349'FEET NORTH-NORTHWEST OF NORTH LEG OF HIGH TENSION POWER POLE, 58.1
 AJ8349'FEET NORTH OF R/W POST, 117.5 FEET NORTHEAST OF RIGHT-OF-WAY POST, 1.3
 AJ8349'FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1789 ***********************************************************************
 QP1789  DESIGNATION -  2107 A
 QP1789  PID         -  QP1789
 QP1789  STATE/COUNTY-  MN/DOUGLAS
 QP1789  COUNTRY     -  US
 QP1789  USGS QUAD   -  KENSINGTON (1966)
 QP1789
 QP1789                         *CURRENT SURVEY CONTROL
 QP1789  ______________________________________________________________________
 QP1789* NAD 83(1986) POSITION- 45 45 53.     (N) 095 39 23.     (W)   SCALED    
 QP1789* NAVD 88 ORTHO HEIGHT -   406.408  (meters)    1333.36  (feet) ADJUSTED  
 QP1789  ______________________________________________________________________
 QP1789  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 QP1789  DYNAMIC HEIGHT  -        406.400 (meters)     1333.33  (feet) COMP
 QP1789  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 QP1789
 QP1789  VERT ORDER      -  SECOND    CLASS I
 QP1789
 QP1789.The horizontal coordinates were scaled from a topographic map and have
 QP1789.an estimated accuracy of +/- 6 seconds.
 QP1789.
 QP1789.The orthometric height was determined by differential leveling and
 QP1789.adjusted in June 1995.
 QP1789
 QP1789.The dynamic height is computed by dividing the NAVD 88
 QP1789.geopotential number by the normal gravity value computed on the
 QP1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1789.degrees latitude (g = 980.6199 gals.).
 QP1789
 QP1789.The modeled gravity was interpolated from observed gravity values.
 QP1789
 QP1789;                    North         East    Units  Estimated Accuracy
 QP1789;SPC MN C     -   185,970.      690,610.      MT  (+/- 180 meters Scaled)
 QP1789
 QP1789                          SUPERSEDED SURVEY CONTROL
 QP1789
 QP1789.No superseded survey control is available for this station.
 QP1789
 QP1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL934713(NAD 83)
 QP1789
 QP1789_MARKER: DB = BENCH MARK DISK
 QP1789_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1789_SP_SET: COPPER-CLAD STEEL ROD
 QP1789_STAMPING: 2107 A 1979
 QP1789_MARK LOGO: MNDT  
 QP1789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1789
 QP1789  HISTORY     - Date     Condition        Report By
 QP1789  HISTORY     - 1979     MONUMENTED       MNDT
 QP1789
 QP1789                          STATION DESCRIPTION
 QP1789
 QP1789'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1789'2.2 MI NW FROM FARWELL.
 QP1789'THE MARK IS LOCATED 2.2 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1789'ITS JUNCTION WITH COUNTY ROAD 11 IN FARWELL NEAR TRUNK HIGHWAY 55
 QP1789'MILE POST 54 IN THE SE 1/4 OF SECTION 35, T127N, R40W.  THE MARK IS
 QP1789'243.3 FEET EAST-NORTHEAST OF MILE POST 54, 104 FEET EAST-NORTHEAST OF
 QP1789'THE NORTHEAST END OF A 24 INCH CONCRETE CULVERT UNDER THE HIGHWAY,
 QP1789'70.5 FEET NORTHEAST OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 QP1789'TRUNK HIGHWAY 55, 51.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 QP1789'SOO LINE RAILROAD, 2 FEET SOUTHWEST OF A POWER POLE AND 0.8 FOOT
 QP1789'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1789'VERTICAL CONTROL MARK DISK STAMPED---2107 A 1979---, IS CRIMPED TO
 QP1789'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1789'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1790 ***********************************************************************
 QP1790  DESIGNATION -  2107 B
 QP1790  PID         -  QP1790
 QP1790  STATE/COUNTY-  MN/DOUGLAS
 QP1790  COUNTRY     -  US
 QP1790  USGS QUAD   -  KENSINGTON (1966)
 QP1790
 QP1790                         *CURRENT SURVEY CONTROL
 QP1790  ______________________________________________________________________
 QP1790* NAD 83(1986) POSITION- 45 46 15.     (N) 095 40 28.     (W)   SCALED    
 QP1790* NAVD 88 ORTHO HEIGHT -   399.356  (meters)    1310.22  (feet) ADJUSTED  
 QP1790  ______________________________________________________________________
 QP1790  GEOID HEIGHT    -        -25.99  (meters)                     GEOID09
 QP1790  DYNAMIC HEIGHT  -        399.349 (meters)     1310.20  (feet) COMP
 QP1790  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 QP1790
 QP1790  VERT ORDER      -  SECOND    CLASS I
 QP1790
 QP1790.The horizontal coordinates were scaled from a topographic map and have
 QP1790.an estimated accuracy of +/- 6 seconds.
 QP1790.
 QP1790.The orthometric height was determined by differential leveling and
 QP1790.adjusted in June 1995.
 QP1790
 QP1790.The dynamic height is computed by dividing the NAVD 88
 QP1790.geopotential number by the normal gravity value computed on the
 QP1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1790.degrees latitude (g = 980.6199 gals.).
 QP1790
 QP1790.The modeled gravity was interpolated from observed gravity values.
 QP1790
 QP1790;                    North         East    Units  Estimated Accuracy
 QP1790;SPC MN C     -   186,670.      689,210.      MT  (+/- 180 meters Scaled)
 QP1790
 QP1790                          SUPERSEDED SURVEY CONTROL
 QP1790
 QP1790.No superseded survey control is available for this station.
 QP1790
 QP1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL920720(NAD 83)
 QP1790
 QP1790_MARKER: DB = BENCH MARK DISK
 QP1790_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1790_SP_SET: COPPER-CLAD STEEL ROD
 QP1790_STAMPING: 2107 B 1979
 QP1790_MARK LOGO: MNDT  
 QP1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1790
 QP1790  HISTORY     - Date     Condition        Report By
 QP1790  HISTORY     - 1979     MONUMENTED       MNDT
 QP1790
 QP1790                          STATION DESCRIPTION
 QP1790
 QP1790'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1790'1.15 MI SE FROM KENSINGTON.
 QP1790'THE MARK IS LOCATED 1.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1790'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1790'MILE POINT 53.05 IN THE NW 1/4 OF SECTION 35, T127N, R40W.  THE MARK
 QP1790'IS ABOUT 200 FEET EAST OF THE NORTHERLY EXTENSION OF THE CENTER OF
 QP1790'COUNTY ROAD 98, 89.2 FEET NORTHEAST OF AND ABOUT 4 FEET HIGHER THAN
 QP1790'THE CENTERLINE OF TRUNK HIGHWAY 55, 67.4 FEET WEST-SOUTHWEST OF A
 QP1790'TELEGRAPH POLE, 52.1 FEET NORTH OF A POWER POLE, 33.3 FEET SOUTHWEST
 QP1790'OF AND ABOUT 5 FEET LOWER THAN THE SOUTHWEST RAIL OF THE SOO LINE
 QP1790'RAILROAD AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 QP1790'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 B 1979---, IS
 QP1790'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG
 QP1790'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1791 ***********************************************************************
 QP1791  DESIGNATION -  2107 C
 QP1791  PID         -  QP1791
 QP1791  STATE/COUNTY-  MN/DOUGLAS
 QP1791  COUNTRY     -  US
 QP1791  USGS QUAD   -  KENSINGTON (1966)
 QP1791
 QP1791                         *CURRENT SURVEY CONTROL
 QP1791  ______________________________________________________________________
 QP1791* NAD 83(1986) POSITION- 45 46 25.     (N) 095 41 02.     (W)   SCALED    
 QP1791* NAVD 88 ORTHO HEIGHT -   392.624  (meters)    1288.13  (feet) ADJUSTED  
 QP1791  ______________________________________________________________________
 QP1791  GEOID HEIGHT    -        -25.99  (meters)                     GEOID09
 QP1791  DYNAMIC HEIGHT  -        392.617 (meters)     1288.11  (feet) COMP
 QP1791  MODELED GRAVITY -    980,586.1   (mgal)                       NAVD 88
 QP1791
 QP1791  VERT ORDER      -  SECOND    CLASS I
 QP1791
 QP1791.The horizontal coordinates were scaled from a topographic map and have
 QP1791.an estimated accuracy of +/- 6 seconds.
 QP1791.
 QP1791.The orthometric height was determined by differential leveling and
 QP1791.adjusted in June 1995.
 QP1791
 QP1791.The dynamic height is computed by dividing the NAVD 88
 QP1791.geopotential number by the normal gravity value computed on the
 QP1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1791.degrees latitude (g = 980.6199 gals.).
 QP1791
 QP1791.The modeled gravity was interpolated from observed gravity values.
 QP1791
 QP1791;                    North         East    Units  Estimated Accuracy
 QP1791;SPC MN C     -   186,990.      688,480.      MT  (+/- 180 meters Scaled)
 QP1791
 QP1791                          SUPERSEDED SURVEY CONTROL
 QP1791
 QP1791.No superseded survey control is available for this station.
 QP1791
 QP1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL913723(NAD 83)
 QP1791
 QP1791_MARKER: DB = BENCH MARK DISK
 QP1791_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1791_SP_SET: HEADWALL OF CONCRETE BOX CULVE
 QP1791_STAMPING: 2107 C 1979
 QP1791_MARK LOGO: MNDT  
 QP1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1791+STABILITY: SURFACE MOTION
 QP1791
 QP1791  HISTORY     - Date     Condition        Report By
 QP1791  HISTORY     - 1979     MONUMENTED       MNDT
 QP1791
 QP1791                          STATION DESCRIPTION
 QP1791
 QP1791'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1791'0.65 MI SE FROM KENSINGTON.
 QP1791'THE MARK IS LOCATED 0.65 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1791'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK 55 MILE
 QP1791'POINT 52.55 IN THE NE 1/4 OF SECTION 34, T127N, R40W.  THE MARK IS
 QP1791'ABOUT 150 FEET SOUTH OF A WOOD RAILROAD TRESTLE OVER A TOWNSHIP ROAD
 QP1791'IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 9 FOOT WIDE BY 7
 QP1791'FOOT DEEP CONCRETE BOX CULVERT UNDED TRUNK HIGHWAY 55 AT A SMALL
 QP1791'CREEK AND 25 FEET SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE
 QP1791'CENTERLINE OF TRUNK HIGHWAY 55.  THE MARK, A STANDARD MNDT VERTICAL
 QP1791'CONTROL MARK DISK STAMPED---2107 C 1979---, IS SET IN A DRILL HOLE IN
 QP1791'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1792 ***********************************************************************
 QP1792  DESIGNATION -  2107 D
 QP1792  PID         -  QP1792
 QP1792  STATE/COUNTY-  MN/DOUGLAS
 QP1792  COUNTRY     -  US
 QP1792  USGS QUAD   -  KENSINGTON (1966)
 QP1792
 QP1792                         *CURRENT SURVEY CONTROL
 QP1792  ______________________________________________________________________
 QP1792* NAD 83(1986) POSITION- 45 46 41.     (N) 095 41 44.     (W)   SCALED    
 QP1792* NAVD 88 ORTHO HEIGHT -   399.580  (meters)    1310.96  (feet) ADJUSTED  
 QP1792  ______________________________________________________________________
 QP1792  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 QP1792  DYNAMIC HEIGHT  -        399.573 (meters)     1310.93  (feet) COMP
 QP1792  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 QP1792
 QP1792  VERT ORDER      -  SECOND    CLASS I
 QP1792
 QP1792.The horizontal coordinates were scaled from a topographic map and have
 QP1792.an estimated accuracy of +/- 6 seconds.
 QP1792.
 QP1792.The orthometric height was determined by differential leveling and
 QP1792.adjusted in June 2008.
 QP1792
 QP1792.Photographs are available for this station.
 QP1792
 QP1792.The dynamic height is computed by dividing the NAVD 88
 QP1792.geopotential number by the normal gravity value computed on the
 QP1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1792.degrees latitude (g = 980.6199 gals.).
 QP1792
 QP1792.The modeled gravity was interpolated from observed gravity values.
 QP1792
 QP1792;                    North         East    Units  Estimated Accuracy
 QP1792;SPC MN C     -   187,500.      687,590.      MT  (+/- 180 meters Scaled)
 QP1792
 QP1792                          SUPERSEDED SURVEY CONTROL
 QP1792
 QP1792  NAVD 88 (06/15/95)  399.611  (m)         1311.06   (f) SUPERSEDED  2 1
 QP1792
 QP1792.Superseded values are not recommended for survey control.
 QP1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1792.See file dsdata.txt to determine how the superseded data were derived.
 QP1792
 QP1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL904729(NAD 83)
 QP1792
 QP1792_MARKER: DV = VERTICAL CONTROL DISK
 QP1792_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1792_SP_SET: COPPER-CLAD STEEL ROD
 QP1792_STAMPING: 2107 D 1979
 QP1792_MARK LOGO: MNDT  
 QP1792_PROJECTION: FLUSH
 QP1792_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1792+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1792
 QP1792  HISTORY     - Date     Condition        Report By
 QP1792  HISTORY     - 1979     MONUMENTED       MNDT
 QP1792  HISTORY     - 20051025 POOR             MNDT
 QP1792
 QP1792                          STATION DESCRIPTION
 QP1792
 QP1792'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1792'IN KENSINGTON.
 QP1792'THE MARK IS LOCATED ABOUT 0.05 MILE EAST ALONG TRUNK HIGHWAY 55 FROM
 QP1792'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1792'MILE POINT 51.95 IN THE SW 1/4 OF SECTION 27, T127N, R40W AND IN A
 QP1792'CITY PARK.  THE MARK IS 97.5 FEET NORTH-NORTH EAST OF THE CENTERLINE
 QP1792'OF TRUNK HIGHWAY 55, 85.3 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 QP1792'THE RUNESTONE MEMORIAL, 66.7 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 QP1792'RAIL OF THE RAILROAD, 29.5 NORTHEAST OF AN 8 INCH SPRUCE, 18 FEET
 QP1792'SOUTH-SOUTHWEST OF A GRAVEL ROAD AT THE NORTH SIDE OF THE CITY PARK,
 QP1792'12 FEET WEST-NORTHWEST OF A 6 INCH BIRCH BEING THE WEST BIRCH IN A
 QP1792'ROW OF ELEVEN AND 0.8 FOOT SOUTH-SOUTHWEST OF A STEEL WITNESS POST.
 QP1792'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 D
 QP1792'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 QP1792'FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
 QP1792
 QP1792                          STATION RECOVERY (2005)
 QP1792
 QP1792'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1792'IN KENSINGTON, 0.05 MI (0.1 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY
 QP1792'55 AND COUNTY ROAD 1, AT TRUNK HIGHWAY 55 MILE POINT 51.95, IN CITY
 QP1792'PARK, 97.5 FT (29.7 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 55, 85.3 FT
 QP1792'(26.0 M) NORTHWEST OF THE NORTHWEST CORNER OF MEMORIAL MONUMENT, 66.7
 QP1792'FT (20.3 M) SOUTH-SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 30 FT (9.1
 QP1792'M) SOUTH-SOUTHWEST OF GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1793 ***********************************************************************
 QP1793  DESIGNATION -  2107 E
 QP1793  PID         -  QP1793
 QP1793  STATE/COUNTY-  MN/DOUGLAS
 QP1793  COUNTRY     -  US
 QP1793  USGS QUAD   -  KENSINGTON (1966)
 QP1793
 QP1793                         *CURRENT SURVEY CONTROL
 QP1793  ______________________________________________________________________
 QP1793* NAD 83(1986) POSITION- 45 46 42.9    (N) 095 41 33.4    (W)   HD_HELD2  
 QP1793* NAVD 88 ORTHO HEIGHT -   407.944  (meters)    1338.40  (feet) ADJUSTED  
 QP1793  ______________________________________________________________________
 QP1793  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 QP1793  DYNAMIC HEIGHT  -        407.937 (meters)     1338.37  (feet) COMP
 QP1793  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 QP1793
 QP1793  VERT ORDER      -  SECOND    CLASS I
 QP1793
 QP1793.The horizontal coordinates were established by autonomous hand held GPS
 QP1793.observations and have an estimated accuracy of +/- 10 meters.
 QP1793.
 QP1793.The orthometric height was determined by differential leveling and
 QP1793.adjusted in June 1995.
 QP1793
 QP1793.Photographs are available for this station.
 QP1793
 QP1793.The dynamic height is computed by dividing the NAVD 88
 QP1793.geopotential number by the normal gravity value computed on the
 QP1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1793.degrees latitude (g = 980.6199 gals.).
 QP1793
 QP1793.The modeled gravity was interpolated from observed gravity values.
 QP1793
 QP1793;                    North         East    Units  Estimated Accuracy
 QP1793;SPC MN C     -   187,559.      687,815.      MT  (+/- 10 meters HH2 GPS)
 QP1793
 QP1793                          SUPERSEDED SURVEY CONTROL
 QP1793
 QP1793.No superseded survey control is available for this station.
 QP1793
 QP1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9067672973(NAD 83)
 QP1793
 QP1793_MARKER: DV = VERTICAL CONTROL DISK
 QP1793_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP1793_SP_SET: WATER TANK LEG BASE
 QP1793_STAMPING: 2107 E 1979
 QP1793_MARK LOGO: MNDT  
 QP1793_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1793+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1793
 QP1793  HISTORY     - Date     Condition        Report By
 QP1793  HISTORY     - 1979     MONUMENTED       MNDT
 QP1793  HISTORY     - 20051025 GOOD             MNDT
 QP1793
 QP1793                          STATION DESCRIPTION
 QP1793
 QP1793'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1793'IN KENSINGTON.
 QP1793'THE MARK IS LOCATED IN KENSINGTON ABOUT 0.2 MILE EAST-NORTHEAST OF
 QP1793'THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1 AT THE KENSINGTON
 QP1793'WATER TANK IN THE SW 1/4 OF SECTION 27, T127N, R40W.  THE MARK IS IN
 QP1793'THE NORTHWEST CORNER OF THE CONCRETE BASE FOR THE STANDPIPE FOR THE
 QP1793'WATER TANK, 59 FEET SOUTH OF THE NORTH EDGE OF THE SOUTH CURB OF AN
 QP1793'EAST-WEST STREET AND 21 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 QP1793'OF A SMALL BRICK PUMP HOUSE.  THE MARK, A STANDARD MNDT VERTICAL
 QP1793'CONTROL MARK DISK STAMPED---2107 E 1979---, IS SET INTO A DRILL HOLE
 QP1793'IN THE BASE AND IS ABOUT FLUSH WITH THE LAWN.
 QP1793
 QP1793                          STATION RECOVERY (2005)
 QP1793
 QP1793'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1793'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1794 ***********************************************************************
 QP1794  DESIGNATION -  2107 F
 QP1794  PID         -  QP1794
 QP1794  STATE/COUNTY-  MN/DOUGLAS
 QP1794  COUNTRY     -  US
 QP1794  USGS QUAD   -  KENSINGTON (1966)
 QP1794
 QP1794                         *CURRENT SURVEY CONTROL
 QP1794  ______________________________________________________________________
 QP1794* NAD 83(1986) POSITION- 45 47 01.0    (N) 095 42 34.7    (W)   HD_HELD2  
 QP1794* NAVD 88 ORTHO HEIGHT -   397.262  (meters)    1303.35  (feet) ADJUSTED  
 QP1794  ______________________________________________________________________
 QP1794  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 QP1794  DYNAMIC HEIGHT  -        397.256 (meters)     1303.33  (feet) COMP
 QP1794  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 QP1794
 QP1794  VERT ORDER      -  SECOND    CLASS I
 QP1794
 QP1794.The horizontal coordinates were established by autonomous hand held GPS
 QP1794.observations and have an estimated accuracy of +/- 10 meters.
 QP1794.
 QP1794.The orthometric height was determined by differential leveling and
 QP1794.adjusted in June 1995.
 QP1794
 QP1794.Photographs are available for this station.
 QP1794
 QP1794.The dynamic height is computed by dividing the NAVD 88
 QP1794.geopotential number by the normal gravity value computed on the
 QP1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1794.degrees latitude (g = 980.6199 gals.).
 QP1794
 QP1794.The modeled gravity was interpolated from observed gravity values.
 QP1794
 QP1794;                    North         East    Units  Estimated Accuracy
 QP1794;SPC MN C     -   188,142.      686,502.      MT  (+/- 10 meters HH2 GPS)
 QP1794
 QP1794                          SUPERSEDED SURVEY CONTROL
 QP1794
 QP1794.No superseded survey control is available for this station.
 QP1794
 QP1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8937273576(NAD 83)
 QP1794
 QP1794_MARKER: DV = VERTICAL CONTROL DISK
 QP1794_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1794_SP_SET: COPPER-CLAD STEEL ROD
 QP1794_STAMPING: 2107 F 1979
 QP1794_MARK LOGO: MNDT  
 QP1794_PROJECTION: FLUSH
 QP1794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1794+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1794
 QP1794  HISTORY     - Date     Condition        Report By
 QP1794  HISTORY     - 1979     MONUMENTED       MNDT
 QP1794  HISTORY     - 20051025 GOOD             MNDT
 QP1794
 QP1794                          STATION DESCRIPTION
 QP1794
 QP1794'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1794'0.8 MI NW FROM KENSINGTON.
 QP1794'THE MARK IS LOCATED 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1794'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1794'MILE POINT 51.15 IN THE NW 1/4 OF SECTION 28, T127N, R40W.  THE MARK
 QP1794'IS 108.5 FEET WEST-SOUTHWEST OF A TELEGRAPH POLE WITH RAILROAD MILE
 QP1794'MARK 140 ON IT, 78.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOO
 QP1794'LINE RAILROAD, 45.3 FEET NORTHEAST OF AND 5 FEET LOWER THAN THE
 QP1794'CENTERLINE OF TRUNK HIGHWAY 55, 1.4 FEET WEST OF POWER POLE NUMBER 15
 QP1794'AND 0.7 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK A STANDARD
 QP1794'MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 F 1979---, IS CRIMPED
 QP1794'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1794'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 QP1794
 QP1794                          STATION RECOVERY (2005)
 QP1794
 QP1794'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1794'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1795 ***********************************************************************
 QP1795  DESIGNATION -  2107 G
 QP1795  PID         -  QP1795
 QP1795  STATE/COUNTY-  MN/DOUGLAS
 QP1795  COUNTRY     -  US
 QP1795  USGS QUAD   -  KENSINGTON (1966)
 QP1795
 QP1795                         *CURRENT SURVEY CONTROL
 QP1795  ______________________________________________________________________
 QP1795* NAD 83(1986) POSITION- 45 47 18.90   (N) 095 43 09.55   (W)   HD_HELD1  
 QP1795* NAVD 88 ORTHO HEIGHT -   393.415  (meters)    1290.73  (feet) ADJUSTED  
 QP1795  ______________________________________________________________________
 QP1795  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1795  DYNAMIC HEIGHT  -        393.409 (meters)     1290.71  (feet) COMP
 QP1795  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QP1795
 QP1795  VERT ORDER      -  SECOND    CLASS I
 QP1795
 QP1795.The horizontal coordinates were established by differentially corrected
 QP1795.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1795.
 QP1795.The orthometric height was determined by differential leveling and
 QP1795.adjusted in June 1995.
 QP1795
 QP1795.Photographs are available for this station.
 QP1795
 QP1795.The dynamic height is computed by dividing the NAVD 88
 QP1795.geopotential number by the normal gravity value computed on the
 QP1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1795.degrees latitude (g = 980.6199 gals.).
 QP1795
 QP1795.The modeled gravity was interpolated from observed gravity values.
 QP1795
 QP1795;                    North         East    Units  Estimated Accuracy
 QP1795;SPC MN C     -   188,708.0     685,759.3     MT  (+/- 3 meters HH1 GPS) 
 QP1795
 QP1795                          SUPERSEDED SURVEY CONTROL
 QP1795
 QP1795.No superseded survey control is available for this station.
 QP1795
 QP1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8863874154(NAD 83)
 QP1795
 QP1795_MARKER: DV = VERTICAL CONTROL DISK
 QP1795_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1795_SP_SET: COPPER-CLAD STEEL ROD
 QP1795_STAMPING: 2107 G 1979
 QP1795_MARK LOGO: MNDT  
 QP1795_PROJECTION: FLUSH
 QP1795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1795+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1795
 QP1795  HISTORY     - Date     Condition        Report By
 QP1795  HISTORY     - 1979     MONUMENTED       MNDT
 QP1795  HISTORY     - 20051025 GOOD             MNDT
 QP1795
 QP1795                          STATION DESCRIPTION
 QP1795
 QP1795'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1795'1.35 MI NW FROM KENSINGTON.
 QP1795'THE MARK IS LOCATED 1.35 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1795'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1795'MILE POINT 50.6 IN THE NE 1/4 OF SECTION 29, T127N, R40W.  THE MARK
 QP1795'IS 164.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE TRUNK
 QP1795'HIGHWAY 55, 96.6 FEET NORTH-NORTHEAST OF A POWER POLE, 84 FEET SOUTH
 QP1795'OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 37.5 FEET NORTHEAST OF
 QP1795'AND ABOUT 2 FEET HIGHER THAN THE NORTHEAST RAIL OF THE SOO LINE
 QP1795'RAILROAD, 1.4 FEET SOUTHWEST OF A TELEGRAPH POLE AND 0.6 FOOT
 QP1795'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1795'VERTICAL CONTROL MARK DISK STAMPED---2107 G 1979---, IS CRIMPED TO
 QP1795'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1795'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 QP1795
 QP1795                          STATION RECOVERY (2005)
 QP1795
 QP1795'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1795'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1796 ***********************************************************************
 QP1796  DESIGNATION -  2107 H
 QP1796  PID         -  QP1796
 QP1796  STATE/COUNTY-  MN/DOUGLAS
 QP1796  COUNTRY     -  US
 QP1796  USGS QUAD   -  KENSINGTON (1966)
 QP1796
 QP1796                         *CURRENT SURVEY CONTROL
 QP1796  ______________________________________________________________________
 QP1796* NAD 83(1986) POSITION- 45 47 42.     (N) 095 43 56.     (W)   SCALED    
 QP1796* NAVD 88 ORTHO HEIGHT -   389.435  (meters)    1277.67  (feet) ADJUSTED  
 QP1796  ______________________________________________________________________
 QP1796  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1796  DYNAMIC HEIGHT  -        389.429 (meters)     1277.65  (feet) COMP
 QP1796  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QP1796
 QP1796  VERT ORDER      -  SECOND    CLASS I
 QP1796
 QP1796.The horizontal coordinates were scaled from a topographic map and have
 QP1796.an estimated accuracy of +/- 6 seconds.
 QP1796.
 QP1796.The orthometric height was determined by differential leveling and
 QP1796.adjusted in June 1995.
 QP1796
 QP1796.The dynamic height is computed by dividing the NAVD 88
 QP1796.geopotential number by the normal gravity value computed on the
 QP1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1796.degrees latitude (g = 980.6199 gals.).
 QP1796
 QP1796.The modeled gravity was interpolated from observed gravity values.
 QP1796
 QP1796;                    North         East    Units  Estimated Accuracy
 QP1796;SPC MN C     -   189,440.      684,770.      MT  (+/- 180 meters Scaled)
 QP1796
 QP1796                          SUPERSEDED SURVEY CONTROL
 QP1796
 QP1796.No superseded survey control is available for this station.
 QP1796
 QP1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL876749(NAD 83)
 QP1796
 QP1796_MARKER: DB = BENCH MARK DISK
 QP1796_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1796_SP_SET: COPPER-CLAD STEEL ROD
 QP1796_STAMPING: 2107 H 1979
 QP1796_MARK LOGO: MNDT  
 QP1796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1796
 QP1796  HISTORY     - Date     Condition        Report By
 QP1796  HISTORY     - 1979     MONUMENTED       MNDT
 QP1796
 QP1796                          STATION DESCRIPTION
 QP1796
 QP1796'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1796'2.1 MI NW FROM KENSINGTON.
 QP1796'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1796'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1796'MILE POINT 49.75 IN THE SW 1/4 OF SECTION 20, T127N, R40W.  THE MARK
 QP1796'IS 163 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 113 FEET
 QP1796'NORTHEAST OF POWER POLE NUMBER 45, 90 FEET NORTHEAST OF A STEEL
 QP1796'RIGHT-OF-WAY SIGN POST, 36.1 FEET NORTHEAST OF AND ABOUT LEVEL WITH
 QP1796'THE NORTHEAST RAIL OF THE SOO LINE RAILROAD, 26 FEET EAST OF THE
 QP1796'CENTER OF A NORTH-SOUTH TOWNSHIP ROAD, 1.6 FEET SOUTHWEST OF A
 QP1796'TELEGRAPH POLE AND 0.9 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK,
 QP1796'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 H 1979---,
 QP1796'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG
 QP1796'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1798 ***********************************************************************
 QP1798  DESIGNATION -  2107 J
 QP1798  PID         -  QP1798
 QP1798  STATE/COUNTY-  MN/DOUGLAS
 QP1798  COUNTRY     -  US
 QP1798  USGS QUAD   -  KENSINGTON (1966)
 QP1798
 QP1798                         *CURRENT SURVEY CONTROL
 QP1798  ______________________________________________________________________
 QP1798* NAD 83(1986) POSITION- 45 47 53.     (N) 095 44 18.     (W)   SCALED    
 QP1798* NAVD 88 ORTHO HEIGHT -   377.128  (meters)    1237.29  (feet) ADJUSTED  
 QP1798  ______________________________________________________________________
 QP1798  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1798  DYNAMIC HEIGHT  -        377.122 (meters)     1237.27  (feet) COMP
 QP1798  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 QP1798
 QP1798  VERT ORDER      -  SECOND    CLASS I
 QP1798
 QP1798.The horizontal coordinates were scaled from a topographic map and have
 QP1798.an estimated accuracy of +/- 6 seconds.
 QP1798.
 QP1798.The orthometric height was determined by differential leveling and
 QP1798.adjusted in June 1995.
 QP1798
 QP1798.The dynamic height is computed by dividing the NAVD 88
 QP1798.geopotential number by the normal gravity value computed on the
 QP1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1798.degrees latitude (g = 980.6199 gals.).
 QP1798
 QP1798.The modeled gravity was interpolated from observed gravity values.
 QP1798
 QP1798;                    North         East    Units  Estimated Accuracy
 QP1798;SPC MN C     -   189,790.      684,300.      MT  (+/- 180 meters Scaled)
 QP1798
 QP1798                          SUPERSEDED SURVEY CONTROL
 QP1798
 QP1798.No superseded survey control is available for this station.
 QP1798
 QP1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL871752(NAD 83)
 QP1798
 QP1798_MARKER: DB = BENCH MARK DISK
 QP1798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1798_SP_SET: HEADWALL OF BOX CULVERT
 QP1798_STAMPING: 2107 J 1979
 QP1798_MARK LOGO: MNDT  
 QP1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1798+STABILITY: SURFACE MOTION
 QP1798
 QP1798  HISTORY     - Date     Condition        Report By
 QP1798  HISTORY     - 1979     MONUMENTED       MNDT
 QP1798
 QP1798                          STATION DESCRIPTION
 QP1798
 QP1798'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1798'2.5 MI NW FROM KENSINGTON.
 QP1798'THE MARK IS LOCATED 2.5 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1798'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1798'MILE POINT 49.4 IN THE NE 1/4 OF SECTION 19, T127N, R40W.  THE MARK
 QP1798'IS 75.7 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP1798'TRUNK HIGHWAY 55 IN THE CENTER OF THE SOUTHWEST HEADWALL OF A 12 FOOT
 QP1798'SQUARE CONCRETE BOX CULVERT THAT IS ABOUT 25 FEET UNDER THE RAILROAD
 QP1798'AT A SMALL CREEK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QP1798'DISK STAMPED---2107 J 1979---, IS SET IN A DRILL HOLE IN THE
 QP1798'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1797 ***********************************************************************
 QP1797  DESIGNATION -  2107 J 1
 QP1797  PID         -  QP1797
 QP1797  STATE/COUNTY-  MN/DOUGLAS
 QP1797  COUNTRY     -  US
 QP1797  USGS QUAD   -  KENSINGTON (1966)
 QP1797
 QP1797                         *CURRENT SURVEY CONTROL
 QP1797  ______________________________________________________________________
 QP1797* NAD 83(1986) POSITION- 45 47 51.     (N) 095 44 20.     (W)   SCALED    
 QP1797* NAVD 88 ORTHO HEIGHT -   376.285  (meters)    1234.53  (feet) ADJUSTED  
 QP1797  ______________________________________________________________________
 QP1797  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP1797  DYNAMIC HEIGHT  -        376.280 (meters)     1234.51  (feet) COMP
 QP1797  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 QP1797
 QP1797  VERT ORDER      -  SECOND    CLASS I
 QP1797
 QP1797.The horizontal coordinates were scaled from a topographic map and have
 QP1797.an estimated accuracy of +/- 6 seconds.
 QP1797.
 QP1797.The orthometric height was determined by differential leveling and
 QP1797.adjusted in June 1995.
 QP1797
 QP1797.The dynamic height is computed by dividing the NAVD 88
 QP1797.geopotential number by the normal gravity value computed on the
 QP1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1797.degrees latitude (g = 980.6199 gals.).
 QP1797
 QP1797.The modeled gravity was interpolated from observed gravity values.
 QP1797
 QP1797;                    North         East    Units  Estimated Accuracy
 QP1797;SPC MN C     -   189,730.      684,260.      MT  (+/- 180 meters Scaled)
 QP1797
 QP1797                          SUPERSEDED SURVEY CONTROL
 QP1797
 QP1797.No superseded survey control is available for this station.
 QP1797
 QP1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL871751(NAD 83)
 QP1797
 QP1797_MARKER: DB = BENCH MARK DISK
 QP1797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1797_SP_SET: HEADWALL OF BOX CULVERT
 QP1797_STAMPING: 2107 J 1 1979
 QP1797_MARK LOGO: MNDT  
 QP1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1797+STABILITY: SURFACE MOTION
 QP1797
 QP1797  HISTORY     - Date     Condition        Report By
 QP1797  HISTORY     - 1979     MONUMENTED       MNDT
 QP1797
 QP1797                          STATION DESCRIPTION
 QP1797
 QP1797'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1797'2.5 MI NW FROM KENSINGTON.
 QP1797'THE MARK IS LOCATED 2.5 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1797'ITS JUNCTION WITH COUNTY ROAD 1 IN KENSINGTON NEAR TRUNK HIGHWAY 55
 QP1797'MILE POINT 49.4 IN THE NE 1/4 OF SECTION 19, T127N, R40W.  THE MARK
 QP1797'IS 17.6 FEET SOUTHWEST OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE
 QP1797'OF TRUNK HIGHWAY 55 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF
 QP1797'AN 8 FOOT SQUARE CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 55 AT A
 QP1797'SMALL CREEK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1797'STAMPED---2107 J 1 1979---, IS SET IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1799 ***********************************************************************
 QP1799  DESIGNATION -  2107 K
 QP1799  PID         -  QP1799
 QP1799  STATE/COUNTY-  MN/DOUGLAS
 QP1799  COUNTRY     -  US
 QP1799  USGS QUAD   -  KENSINGTON (1966)
 QP1799
 QP1799                         *CURRENT SURVEY CONTROL
 QP1799  ______________________________________________________________________
 QP1799* NAD 83(1986) POSITION- 45 48 14.4    (N) 095 44 58.8    (W)   HD_HELD2  
 QP1799* NAVD 88 ORTHO HEIGHT -   391.923  (meters)    1285.83  (feet) ADJUSTED  
 QP1799  ______________________________________________________________________
 QP1799  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 QP1799  DYNAMIC HEIGHT  -        391.918 (meters)     1285.82  (feet) COMP
 QP1799  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QP1799
 QP1799  VERT ORDER      -  SECOND    CLASS I
 QP1799
 QP1799.The horizontal coordinates were established by autonomous hand held GPS
 QP1799.observations and have an estimated accuracy of +/- 10 meters.
 QP1799.
 QP1799.The orthometric height was determined by differential leveling and
 QP1799.adjusted in June 1995.
 QP1799
 QP1799.Photographs are available for this station.
 QP1799
 QP1799.The dynamic height is computed by dividing the NAVD 88
 QP1799.geopotential number by the normal gravity value computed on the
 QP1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1799.degrees latitude (g = 980.6199 gals.).
 QP1799
 QP1799.The modeled gravity was interpolated from observed gravity values.
 QP1799
 QP1799;                    North         East    Units  Estimated Accuracy
 QP1799;SPC MN C     -   190,465.      683,432.      MT  (+/- 10 meters HH2 GPS)
 QP1799
 QP1799                          SUPERSEDED SURVEY CONTROL
 QP1799
 QP1799.No superseded survey control is available for this station.
 QP1799
 QP1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8633875948(NAD 83)
 QP1799
 QP1799_MARKER: DV = VERTICAL CONTROL DISK
 QP1799_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1799_SP_SET: COPPER-CLAD STEEL ROD
 QP1799_STAMPING: 2107 K 1979
 QP1799_MARK LOGO: MNDT  
 QP1799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1799
 QP1799  HISTORY     - Date     Condition        Report By
 QP1799  HISTORY     - 1979     MONUMENTED       MNDT
 QP1799
 QP1799                          STATION DESCRIPTION
 QP1799
 QP1799'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1799'2.75 MI SE FROM HOFFMAN.
 QP1799'THE MARK IS LOCATED 2.75 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1799'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE
 QP1799'POINT 48.75 IN THE SW 1/4 OF SECTION 18, T127N, R40W.  THE MARK IS
 QP1799'204 FEET NORTHWEST OF THE NORTH CORNER OF A WOOD BRIDGE OVER THE
 QP1799'RAILROAD, 132 FEET NORTHEAST OF AND 20 FEET HIGHER THAN THE NORTHEAST
 QP1799'RAIL OF THE SOO LINE RAILROAD, 1.8 FEET SOUTH-SOUTHEAST OF A
 QP1799'TELEGRAPH POLE AND 0.9 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 QP1799'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 K
 QP1799'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 QP1799'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 QP1799'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1800 ***********************************************************************
 QP1800  DESIGNATION -  2107 L
 QP1800  PID         -  QP1800
 QP1800  STATE/COUNTY-  MN/DOUGLAS
 QP1800  COUNTRY     -  US
 QP1800  USGS QUAD   -  HOFFMAN (1973)
 QP1800
 QP1800                         *CURRENT SURVEY CONTROL
 QP1800  ______________________________________________________________________
 QP1800* NAD 83(1986) POSITION- 45 48 29.3    (N) 095 45 30.0    (W)   HD_HELD2  
 QP1800* NAVD 88 ORTHO HEIGHT -   378.141  (meters)    1240.62  (feet) ADJUSTED  
 QP1800  ______________________________________________________________________
 QP1800  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 QP1800  DYNAMIC HEIGHT  -        378.135 (meters)     1240.60  (feet) COMP
 QP1800  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QP1800
 QP1800  VERT ORDER      -  SECOND    CLASS I
 QP1800
 QP1800.The horizontal coordinates were established by autonomous hand held GPS
 QP1800.observations and have an estimated accuracy of +/- 10 meters.
 QP1800.
 QP1800.The orthometric height was determined by differential leveling and
 QP1800.adjusted in June 1995.
 QP1800
 QP1800.Photographs are available for this station.
 QP1800
 QP1800.The dynamic height is computed by dividing the NAVD 88
 QP1800.geopotential number by the normal gravity value computed on the
 QP1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1800.degrees latitude (g = 980.6199 gals.).
 QP1800
 QP1800.The modeled gravity was interpolated from observed gravity values.
 QP1800
 QP1800;                    North         East    Units  Estimated Accuracy
 QP1800;SPC MN C     -   190,938.      682,768.      MT  (+/- 10 meters HH2 GPS)
 QP1800
 QP1800                          SUPERSEDED SURVEY CONTROL
 QP1800
 QP1800.No superseded survey control is available for this station.
 QP1800
 QP1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8568176431(NAD 83)
 QP1800
 QP1800_MARKER: DV = VERTICAL CONTROL DISK
 QP1800_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1800_SP_SET: COPPER-CLAD STEEL ROD
 QP1800_STAMPING: 2107 L 1979
 QP1800_MARK LOGO: MNDT  
 QP1800_PROJECTION: FLUSH
 QP1800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1800
 QP1800  HISTORY     - Date     Condition        Report By
 QP1800  HISTORY     - 1979     MONUMENTED       MNDT
 QP1800  HISTORY     - 20051025 GOOD             MNDT
 QP1800
 QP1800                          STATION DESCRIPTION
 QP1800
 QP1800'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1800'2.4 MI SE FROM HOFFMAN.
 QP1800'THE MARK IS LOCATED 2.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1800'ITS JUNCTION WITH TRUNK HIGHWAY 27 IN HOFFMAN NEAR TRUNK HIGHWAY 55
 QP1800'MILE POINT 48.25 IN THE SW 1/4 OF SECTION 18, T127N, R40W.  THE MARK
 QP1800'IS 229 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 73.6
 QP1800'FEET NORTHEAST OF AND ABOUT 8 FEET LOWER THAN THE NORTHEAST RAIL OF
 QP1800'THE SOO LINE RAILROAD, 68.9 FEET NORTHEAST OF RAILROAD MARKER POST
 QP1800'142.90, 36 FEET EAST OF THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD,
 QP1800'3.5 FEET SOUTHWEST OF THE THIRD TELEGRAPH POLE SOUTHEAST OF RAILROAD
 QP1800'MILE POINT 143 AND 0.8 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 QP1800'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2107 L
 QP1800'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 40
 QP1800'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 QP1800'LEVEL.
 QP1800
 QP1800                          STATION RECOVERY (2005)
 QP1800
 QP1800'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1800'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2111 ***********************************************************************
 AI2111  DESIGNATION -  2109 A
 AI2111  PID         -  AI2111
 AI2111  STATE/COUNTY-  MN/DOUGLAS
 AI2111  COUNTRY     -  US
 AI2111  USGS QUAD   -  ERDAHL (1973)
 AI2111
 AI2111                         *CURRENT SURVEY CONTROL
 AI2111  ______________________________________________________________________
 AI2111* NAD 83(1986) POSITION- 45 59 33.     (N) 095 46 07.     (W)   SCALED    
 AI2111* NAVD 88 ORTHO HEIGHT -   421.154  (meters)    1381.74  (feet) ADJUSTED  
 AI2111  ______________________________________________________________________
 AI2111  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 AI2111  DYNAMIC HEIGHT  -        421.147 (meters)     1381.71  (feet) COMP
 AI2111  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AI2111
 AI2111  VERT ORDER      -  SECOND    CLASS I
 AI2111
 AI2111.The horizontal coordinates were scaled from a topographic map and have
 AI2111.an estimated accuracy of +/- 6 seconds.
 AI2111.
 AI2111.The orthometric height was determined by differential leveling and
 AI2111.adjusted in August 2000.
 AI2111
 AI2111.The dynamic height is computed by dividing the NAVD 88
 AI2111.geopotential number by the normal gravity value computed on the
 AI2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2111.degrees latitude (g = 980.6199 gals.).
 AI2111
 AI2111.The modeled gravity was interpolated from observed gravity values.
 AI2111
 AI2111;                    North         East    Units  Estimated Accuracy
 AI2111;SPC MN C     -   211,440.      682,360.      MT  (+/- 180 meters Scaled)
 AI2111
 AI2111                          SUPERSEDED SURVEY CONTROL
 AI2111
 AI2111.No superseded survey control is available for this station.
 AI2111
 AI2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL855969(NAD 83)
 AI2111
 AI2111_MARKER: DD = SURVEY DISK
 AI2111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2111_STAMPING: 2109 A 1995
 AI2111_MARK LOGO: MNDT  
 AI2111_PROJECTION: FLUSH
 AI2111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2111+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2111_ROD/PIPE-DEPTH:  7.6 meters
 AI2111
 AI2111  HISTORY     - Date     Condition        Report By
 AI2111  HISTORY     - 1995     MONUMENTED       MNDT
 AI2111
 AI2111                          STATION DESCRIPTION
 AI2111
 AI2111'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2111'2.5 FT (0.8 M) EAST OF ERDAHL, AT GRANT DOUGLAS COUNTY LINE, 2.1 MI
 AI2111'(3.4 KM) WEST ALONG TH 79 FROM JCT OF TH 79 AND FAI 94, AT TH 79 MP
 AI2111'10.05, 258 FT (78.6 M) NORTH OF TH 79, 47 FT EAST OF GRAVEL RD, 11.7
 AI2111'FT (3.6 M) SOUTH OF P-POLE WITH TRANSFORMER, 195.3 FT (59.5 M) NORTH
 AI2111'OF P-POLE, 4.0 FT (1.2 M) NORTH OF WIT POST, MARK IS MNDT ALUMINUM
 AI2111'DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2112 ***********************************************************************
 AI2112  DESIGNATION -  2109 B
 AI2112  PID         -  AI2112
 AI2112  STATE/COUNTY-  MN/DOUGLAS
 AI2112  COUNTRY     -  US
 AI2112  USGS QUAD   -  ERDAHL (1973)
 AI2112
 AI2112                         *CURRENT SURVEY CONTROL
 AI2112  ______________________________________________________________________
 AI2112* NAD 83(1986) POSITION- 45 59 31.51   (N) 095 45 13.33   (W)   HD_HELD1  
 AI2112* NAVD 88 ORTHO HEIGHT -   400.177  (meters)    1312.91  (feet) ADJUSTED  
 AI2112  ______________________________________________________________________
 AI2112  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 AI2112  DYNAMIC HEIGHT  -        400.171 (meters)     1312.89  (feet) COMP
 AI2112  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 AI2112
 AI2112  VERT ORDER      -  SECOND    CLASS I
 AI2112
 AI2112.The horizontal coordinates were established by differentially corrected
 AI2112.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI2112.
 AI2112.The orthometric height was determined by differential leveling and
 AI2112.adjusted in August 2000.
 AI2112
 AI2112.Photographs are available for this station.
 AI2112
 AI2112.The dynamic height is computed by dividing the NAVD 88
 AI2112.geopotential number by the normal gravity value computed on the
 AI2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2112.degrees latitude (g = 980.6199 gals.).
 AI2112
 AI2112.The modeled gravity was interpolated from observed gravity values.
 AI2112
 AI2112;                    North         East    Units  Estimated Accuracy
 AI2112;SPC MN C     -   211,372.1     683,515.6     MT  (+/- 3 meters HH1 GPS) 
 AI2112
 AI2112                          SUPERSEDED SURVEY CONTROL
 AI2112
 AI2112.No superseded survey control is available for this station.
 AI2112
 AI2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8674696855(NAD 83)
 AI2112
 AI2112_MARKER: DD = SURVEY DISK
 AI2112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2112_STAMPING: 2109 B 1995
 AI2112_MARK LOGO: MNDT  
 AI2112_PROJECTION: FLUSH
 AI2112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2112+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2112_ROD/PIPE-DEPTH:  7.6 meters
 AI2112
 AI2112  HISTORY     - Date     Condition        Report By
 AI2112  HISTORY     - 1995     MONUMENTED       MNDT
 AI2112
 AI2112                          STATION DESCRIPTION
 AI2112
 AI2112'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2112'3.25 FT (0.99 M) EAST OF ERDAHL, 1.3 MI (2.1 KM) WEST ALONG TH 79 FROM
 AI2112'JCT OF TH 79 AND FAI 94,AT TH 79 MP 10.85, 75.5 FT (23.0 M) SSE OF TH
 AI2112'79, 11.3 FT (3.4 M) WEST OF P-POLE, 4.0 FT (1.2 M) EAST OF WIT POST,
 AI2112'MARK IS MNDT ALUMINUM DISK ON 25 FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2113 ***********************************************************************
 AI2113  DESIGNATION -  2109 C
 AI2113  PID         -  AI2113
 AI2113  STATE/COUNTY-  MN/DOUGLAS
 AI2113  COUNTRY     -  US
 AI2113  USGS QUAD   -  QUAM LAKE (1966)
 AI2113
 AI2113                         *CURRENT SURVEY CONTROL
 AI2113  ______________________________________________________________________
 AI2113* NAD 83(1986) POSITION- 45 59 55.5    (N) 095 44 33.2    (W)   HD_HELD2  
 AI2113* NAVD 88 ORTHO HEIGHT -   411.169  (meters)    1348.98  (feet) ADJUSTED  
 AI2113  ______________________________________________________________________
 AI2113  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 AI2113  DYNAMIC HEIGHT  -        411.163 (meters)     1348.96  (feet) COMP
 AI2113  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 AI2113
 AI2113  VERT ORDER      -  SECOND    CLASS I
 AI2113
 AI2113.The horizontal coordinates were established by autonomous hand held GPS
 AI2113.observations and have an estimated accuracy of +/- 10 meters.
 AI2113.
 AI2113.The orthometric height was determined by differential leveling and
 AI2113.adjusted in August 2000.
 AI2113
 AI2113.Photographs are available for this station.
 AI2113
 AI2113.The dynamic height is computed by dividing the NAVD 88
 AI2113.geopotential number by the normal gravity value computed on the
 AI2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2113.degrees latitude (g = 980.6199 gals.).
 AI2113
 AI2113.The modeled gravity was interpolated from observed gravity values.
 AI2113
 AI2113;                    North         East    Units  Estimated Accuracy
 AI2113;SPC MN C     -   212,096.      684,393.      MT  (+/- 10 meters HH2 GPS)
 AI2113
 AI2113                          SUPERSEDED SURVEY CONTROL
 AI2113
 AI2113.No superseded survey control is available for this station.
 AI2113
 AI2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8763597566(NAD 83)
 AI2113
 AI2113_MARKER: DD = SURVEY DISK
 AI2113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2113_STAMPING: 2109 C 1995
 AI2113_MARK LOGO: MNDT  
 AI2113_PROJECTION: FLUSH
 AI2113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2113+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2113_ROD/PIPE-DEPTH:  7.6 meters
 AI2113
 AI2113  HISTORY     - Date     Condition        Report By
 AI2113  HISTORY     - 1995     MONUMENTED       MNDT
 AI2113
 AI2113                          STATION DESCRIPTION
 AI2113
 AI2113'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2113'4.5 FT (1.4 M) EAST OF ERDAHL, 0.6 MI (1.0 KM) WEST ALONG TH 79 FROM
 AI2113'JCT OF TH 79 AND F AI 94, AT TH 79 MP 11.47, 222 FT (67.7 M) NNW OF TH
 AI2113'79, 113.0 FT (34.4 M) WEST OF P-POLE , 37 FT (11.3 M) SOUTH OF TWP RD,
 AI2113'4.0 FT (1.2 M) NORTH OF FENCE, 635 FT (193.5 M) WEST OF JCT OF TWP RD
 AI2113'AND TH 79, 4.0 FT WEST OF WIT POST, MARK IS MNDT ALUMINUM DISK ON 25
 AI2113'FT (7.6 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0636 ***********************************************************************
 QP0636  DESIGNATION -  2113 A
 QP0636  PID         -  QP0636
 QP0636  STATE/COUNTY-  MN/DOUGLAS
 QP0636  COUNTRY     -  US
 QP0636  USGS QUAD   -  OSAKIS (1977)
 QP0636
 QP0636                         *CURRENT SURVEY CONTROL
 QP0636  ______________________________________________________________________
 QP0636* NAD 83(2007) POSITION- 45 50 28.65020(N) 095 09 03.28174(W)   ADJUSTED  
 QP0636* NAD 83(2007) ELLIP HT-   381.813 (meters)        (10/07/09)   ADJUSTED
 QP0636* NAD 83(2007) EPOCH   -  2002.00
 QP0636* NAVD 88 ORTHO HEIGHT -   408.091  (meters)    1338.88  (feet) ADJUSTED  
 QP0636  ______________________________________________________________________
 QP0636  NAD 83(2007) X  -   -399,630.960 (meters)                     COMP
 QP0636  NAD 83(2007) Y  - -4,433,282.947 (meters)                     COMP
 QP0636  NAD 83(2007) Z  -  4,553,249.856 (meters)                     COMP
 QP0636  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC09
 QP0636  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 QP0636  DYNAMIC HEIGHT  -        408.084 (meters)     1338.86  (feet) COMP
 QP0636  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 QP0636
 QP0636  HORZ ORDER      -  FIRST
 QP0636  VERT ORDER      -  SECOND    CLASS I
 QP0636  ELLP ORDER      -  THIRD     CLASS I
 QP0636
 QP0636.The horizontal coordinates were established by GPS observations
 QP0636.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QP0636
 QP0636.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0636.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0636
 QP0636.The horizontal coordinates are valid at the epoch date displayed above
 QP0636.which is a decimal equivalence of Year/Month/Day.
 QP0636
 QP0636.The orthometric height was determined by differential leveling and
 QP0636.adjusted in June 1991.
 QP0636
 QP0636.Photographs are available for this station.
 QP0636
 QP0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0636
 QP0636.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0636
 QP0636.The ellipsoidal height was determined by GPS observations
 QP0636.and is referenced to NAD 83.
 QP0636
 QP0636.The dynamic height is computed by dividing the NAVD 88
 QP0636.geopotential number by the normal gravity value computed on the
 QP0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0636.degrees latitude (g = 980.6199 gals.).
 QP0636
 QP0636.The modeled gravity was interpolated from observed gravity values.
 QP0636
 QP0636. The following values were computed from the NAD 83(2007) position.
 QP0636
 QP0636;                    North         East     Units Scale Factor Converg.
 QP0636;SPC MN C     -   193,904.504   730,017.541   MT  0.99995890   -0 39 06.2
 QP0636;SPC MN C     -   636,168.36  2,395,065.88   sFT  0.99995890   -0 39 06.2
 QP0636;UTM  15      - 5,078,663.838   332,975.497   MT  0.99994297   -1 32 36.4
 QP0636
 QP0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0636!SPC MN C     -   0.99994015  x   0.99995890  =   0.99989905
 QP0636!UTM  15      -   0.99994015  x   0.99994297  =   0.99988312
 QP0636
 QP0636:                Primary Azimuth Mark                     Grid Az
 QP0636:SPC MN C     -  2113 B                                   000 27 44.3
 QP0636:UTM  15      -  2113 B                                   001 21 14.5
 QP0636
 QP0636|---------------------------------------------------------------------|
 QP0636| PID    Reference Object                     Distance      Geod. Az  |
 QP0636|                                                           dddmmss.s |
 QP0636| QP0635 2113 B                              APPROX. 1.5 KM 3594838.1 |
 QP0636|---------------------------------------------------------------------|
 QP0636
 QP0636                          SUPERSEDED SURVEY CONTROL
 QP0636
 QP0636  NAVD 88 (10/07/09)  408.14   (m)         1339.0    (f) LEVELING    3  
 QP0636  NGVD 29 (??/??/92)  407.887  (m)         1338.21   (f) ADJ UNCH    2 0
 QP0636
 QP0636.Superseded values are not recommended for survey control.
 QP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0636.See file dsdata.txt to determine how the superseded data were derived.
 QP0636
 QP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3297578663(NAD 83)
 QP0636
 QP0636_MARKER: DB = BENCH MARK DISK
 QP0636_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0636_STAMPING: 2113 A 1969
 QP0636_MARK LOGO: MNHD  
 QP0636_PROJECTION: RECESSED 5 CENTIMETERS
 QP0636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0636+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2009
 QP0636
 QP0636  HISTORY     - Date     Condition        Report By
 QP0636  HISTORY     - 1969     MONUMENTED       MNHD
 QP0636  HISTORY     - 19960415 GOOD             MNDT
 QP0636  HISTORY     - 20090409 GOOD             MNDT
 QP0636
 QP0636                          STATION DESCRIPTION
 QP0636
 QP0636'DESCRIBED BY MN HIGHWAY DEPT 1969
 QP0636'1.8 MI S FROM OSAKIS.
 QP0636'ABOUT 0.6 MILES NORTH OF FAI 94, 100 FEET SOUTH OF A POWER LINE GUY
 QP0636'POLE, 75 FEET WEST OF TH 127 CENTERLINE, STATION 162+17, ABOUT 2 FEET
 QP0636'SOUTH OF A STEEL WITNESS POST AND SET FLUSH WITH THE GROUND IN THE TOP
 QP0636'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT.  MARK IS LOCATED IN THE NW 1/4
 QP0636'SECTION 1, T 127N, R 36W.
 QP0636
 QP0636                          STATION RECOVERY (1996)
 QP0636
 QP0636'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0636'THE MARK IS 1.8 MI (2.9 KM) SOUTH OF OSAKIS, 0.6 MI (1.0 KM) NORTH OF
 QP0636'FAI 94, AT TH 127 MP 0.55, AT TH 127 STA 162+17, 74.7 FT (22.8 M) WEST
 QP0636'OF TH 127, 32 FT (9.8 M) SOUTH OF FIELD ENT, 2.3 FT (0.7 M) SOUTH OF
 QP0636'R/W POST, 0.4 FT (12.2 CM) EAST OF WIT POST, STA IS BURIED 0.2 FT (6.1
 QP0636'CM) BELOW GROUND.
 QP0636
 QP0636                          STATION RECOVERY (2009)
 QP0636
 QP0636'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QP0636'1.8 MILES SOUTH OF OSAKIS, 0.6 MILE NORTH OF INTERSTATE HIGHWAY 94, AT
 QP0636'TRUNK HIGHWAY 127 MILEPOINT 0.55, AT TRUNK HIGHWAY 127 STATION 162+17,
 QP0636'74.7 FEET WEST OF TRUNK HIGHWAY 127, 32 FEET SOUTH OF FIELD ENTRANCE,
 QP0636'2.3 FEET SOUTH OF RIGHT-OF-WAY POST, 0.4 FOOT EAST OF WITNESS POST,
 QP0636'STATION IS BURIED 0.2 FEET BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0635 ***********************************************************************
 QP0635  DESIGNATION -  2113 B
 QP0635  PID         -  QP0635
 QP0635  STATE/COUNTY-  MN/DOUGLAS
 QP0635  COUNTRY     -  US
 QP0635  USGS QUAD   -  OSAKIS (1977)
 QP0635
 QP0635                         *CURRENT SURVEY CONTROL
 QP0635  ______________________________________________________________________
 QP0635* NAD 83(2007) POSITION- 45 51 16.43564(N) 095 09 03.50781(W)   ADJUSTED  
 QP0635* NAD 83(2007) ELLIP HT-   383.517 (meters)        (10/07/09)   ADJUSTED
 QP0635* NAD 83(2007) EPOCH   -  2002.00
 QP0635* NAVD 88 ORTHO HEIGHT -   409.795  (meters)    1344.47  (feet) ADJUSTED  
 QP0635  ______________________________________________________________________
 QP0635  NAD 83(2007) X  -   -399,540.882 (meters)                     COMP
 QP0635  NAD 83(2007) Y  - -4,432,229.346 (meters)                     COMP
 QP0635  NAD 83(2007) Z  -  4,554,278.820 (meters)                     COMP
 QP0635  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC09
 QP0635  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 QP0635  DYNAMIC HEIGHT  -        409.789 (meters)     1344.45  (feet) COMP
 QP0635  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QP0635
 QP0635  HORZ ORDER      -  FIRST
 QP0635  VERT ORDER      -  SECOND    CLASS I
 QP0635  ELLP ORDER      -  THIRD     CLASS I
 QP0635
 QP0635.The horizontal coordinates were established by GPS observations
 QP0635.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QP0635
 QP0635.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0635.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0635
 QP0635.The horizontal coordinates are valid at the epoch date displayed above
 QP0635.which is a decimal equivalence of Year/Month/Day.
 QP0635
 QP0635.The orthometric height was determined by differential leveling and
 QP0635.adjusted in June 1991.
 QP0635
 QP0635.Photographs are available for this station.
 QP0635
 QP0635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0635
 QP0635.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0635
 QP0635.The ellipsoidal height was determined by GPS observations
 QP0635.and is referenced to NAD 83.
 QP0635
 QP0635.The dynamic height is computed by dividing the NAVD 88
 QP0635.geopotential number by the normal gravity value computed on the
 QP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0635.degrees latitude (g = 980.6199 gals.).
 QP0635
 QP0635.The modeled gravity was interpolated from observed gravity values.
 QP0635
 QP0635. The following values were computed from the NAD 83(2007) position.
 QP0635
 QP0635;                    North         East     Units Scale Factor Converg.
 QP0635;SPC MN C     -   195,379.755   730,029.445   MT  0.99995695   -0 39 06.3
 QP0635;SPC MN C     -   641,008.41  2,395,104.94   sFT  0.99995695   -0 39 06.3
 QP0635;UTM  15      - 5,080,138.703   333,010.363   MT  0.99994283   -1 32 37.8
 QP0635
 QP0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0635!SPC MN C     -   0.99993988  x   0.99995695  =   0.99989683
 QP0635!UTM  15      -   0.99993988  x   0.99994283  =   0.99988271
 QP0635
 QP0635:                Primary Azimuth Mark                     Grid Az
 QP0635:SPC MN C     -  2113 A                                   180 27 44.3
 QP0635:UTM  15      -  2113 A                                   181 21 15.8
 QP0635
 QP0635|---------------------------------------------------------------------|
 QP0635| PID    Reference Object                     Distance      Geod. Az  |
 QP0635|                                                           dddmmss.s |
 QP0635| QP0636 2113 A                              APPROX. 1.5 KM 1794838.0 |
 QP0635|---------------------------------------------------------------------|
 QP0635
 QP0635                          SUPERSEDED SURVEY CONTROL
 QP0635
 QP0635  NAVD 88 (10/07/09)  409.84   (m)         1344.6    (f) LEVELING    3  
 QP0635  NGVD 29 (??/??/92)  409.593  (m)         1343.81   (f) ADJ UNCH    2 0
 QP0635
 QP0635.Superseded values are not recommended for survey control.
 QP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0635.See file dsdata.txt to determine how the superseded data were derived.
 QP0635
 QP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3301080138(NAD 83)
 QP0635
 QP0635_MARKER: DB = BENCH MARK DISK
 QP0635_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0635_STAMPING: 2113 B 1969
 QP0635_MARK LOGO: MNHD  
 QP0635_PROJECTION: FLUSH
 QP0635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0635+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2009
 QP0635
 QP0635  HISTORY     - Date     Condition        Report By
 QP0635  HISTORY     - 1969     MONUMENTED       MNHD
 QP0635  HISTORY     - 19960415 GOOD             MNDT
 QP0635  HISTORY     - 20090409 GOOD             MNDT
 QP0635
 QP0635                          STATION DESCRIPTION
 QP0635
 QP0635'DESCRIBED BY MN HIGHWAY DEPT 1969
 QP0635'1.0 MI S FROM OSAKIS.
 QP0635'MARK IS LOCATED ABOUT 1.5 MILES NORTH OF FAI 94, 0.1 MILE SOUTH OF THE
 QP0635'JUNCTION OF COUNTY ROAD 3 AND T.H. 127, 250 FEET NORTHWEST OF AN
 QP0635'ELECTRIC POWER SUB-STATION, 74 FEET WEST OF T.H. 127 CENTERLINE
 QP0635'STATION 210+59, IN THE TOP OF A 6 FOOT PRE-CASE CONCRETE MONUMENT SET
 QP0635'FLUSH WITH THE GROUND, 2 FEET SOUTH OF A STEEL WITNESS POST (ALSO
 QP0635'R/W).  CENTER OF SECTION 36, T 128N, R 36W.
 QP0635
 QP0635                          STATION RECOVERY (1996)
 QP0635
 QP0635'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0635'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QP0635'TH 127 MP 1.65, AND FLUSH.
 QP0635
 QP0635                          STATION RECOVERY (2009)
 QP0635
 QP0635'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QP0635'1.0 MILE SOUTH OF OSAKIS, 1.5 MILES NORTH OF INTERSTATE HIGHWAY 94,
 QP0635'0.15 MILE SOUTH OF JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 127,
 QP0635'250 FEET NORTHWEST OF SUB-STATION, 76.1 FEET WEST OF TRUNK HIGHWAY
 QP0635'127, AT TRUNK HIGHWAY 127 STATION 210+59, AT TRUNK HIGHWAY 127
 QP0635'MILEPOINT 1.65, 1.3 FEET SOUTHEAST OF RIGHT-OF-WAY AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1868 ***********************************************************************
 PP1868  DESIGNATION -  212 A
 PP1868  PID         -  PP1868
 PP1868  STATE/COUNTY-  MN/CARVER
 PP1868  COUNTRY     -  US
 PP1868  USGS QUAD   -  VICTORIA (1993)
 PP1868
 PP1868                         *CURRENT SURVEY CONTROL
 PP1868  ______________________________________________________________________
 PP1868* NAD 83(1986) POSITION- 44 46 33.     (N) 093 44 05.     (W)   SCALED    
 PP1868* NAVD 88 ORTHO HEIGHT -   282.440  (meters)     926.64  (feet) ADJUSTED  
 PP1868  ______________________________________________________________________
 PP1868  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PP1868  DYNAMIC HEIGHT  -        282.431 (meters)      926.61  (feet) COMP
 PP1868  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 PP1868
 PP1868  VERT ORDER      -  SECOND    CLASS 0
 PP1868
 PP1868.The horizontal coordinates were scaled from a topographic map and have
 PP1868.an estimated accuracy of +/- 6 seconds.
 PP1868.
 PP1868.The orthometric height was determined by differential leveling and
 PP1868.adjusted in June 1991.
 PP1868
 PP1868.Photographs are available for this station.
 PP1868
 PP1868.The dynamic height is computed by dividing the NAVD 88
 PP1868.geopotential number by the normal gravity value computed on the
 PP1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1868.degrees latitude (g = 980.6199 gals.).
 PP1868
 PP1868.The modeled gravity was interpolated from observed gravity values.
 PP1868
 PP1868;                    North         East    Units  Estimated Accuracy
 PP1868;SPC MN S     -   297,350.      821,000.      MT  (+/- 180 meters Scaled)
 PP1868
 PP1868                          SUPERSEDED SURVEY CONTROL
 PP1868
 PP1868  NGVD 29 (??/??/92)  282.390  (m)          926.47   (f) ADJ UNCH    2 0
 PP1868
 PP1868.Superseded values are not recommended for survey control.
 PP1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1868.See file dsdata.txt to determine how the superseded data were derived.
 PP1868
 PP1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK418583(NAD 83)
 PP1868
 PP1868_MARKER: Z = SEE DESCRIPTION
 PP1868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1868_SP_SET: FENCE POST
 PP1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1868
 PP1868  HISTORY     - Date     Condition        Report By
 PP1868  HISTORY     - UNK      MONUMENTED       MNDT
 PP1868  HISTORY     - 1970     GOOD             MNDT
 PP1868  HISTORY     - 20040419 MARK NOT FOUND   USPSQD
 PP1868
 PP1868                          STATION DESCRIPTION
 PP1868
 PP1868'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1868'2.5 MI E FROM COLOGNE.
 PP1868'MARK IS LOCATED 2.5 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PP1868'T.H. 284 IN COLOGNE, 0.25 MILES WEST OF CARVER CREEK, 48 FEET SOUTH OF
 PP1868'AND ABOUT LEVEL WITH T.H. 212, 1 FOOT NORTH OF A STEEL WITNESS POST,
 PP1868'ON THE TOP OF A 6 FOOT STEEL FENCE POST DRIVEN FLUSH WITH THE GROUND.
 PP1868'NE 1/4 SECTION 17, T 115N, R 24W.
 PP1868
 PP1868                          STATION RECOVERY (2004)
 PP1868
 PP1868'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1868'MARK NOT FOUND. SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1869 ***********************************************************************
 PP1869  DESIGNATION -  212 B
 PP1869  PID         -  PP1869
 PP1869  STATE/COUNTY-  MN/CARVER
 PP1869  COUNTRY     -  US
 PP1869  USGS QUAD   -  VICTORIA (1993)
 PP1869
 PP1869                         *CURRENT SURVEY CONTROL
 PP1869  ______________________________________________________________________
 PP1869* NAD 83(1986) POSITION- 44 46 32.65   (N) 093 43 42.53   (W)   HD_HELD1  
 PP1869* NAVD 88 ORTHO HEIGHT -   279.740  (meters)     917.78  (feet) ADJUSTED  
 PP1869  ______________________________________________________________________
 PP1869  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PP1869  DYNAMIC HEIGHT  -        279.731 (meters)      917.75  (feet) COMP
 PP1869  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1869
 PP1869  VERT ORDER      -  SECOND    CLASS 0
 PP1869
 PP1869.The horizontal coordinates were established by differentially corrected
 PP1869.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1869.
 PP1869.The orthometric height was determined by differential leveling and
 PP1869.adjusted in June 1991.
 PP1869
 PP1869.Photographs are available for this station.
 PP1869
 PP1869.The dynamic height is computed by dividing the NAVD 88
 PP1869.geopotential number by the normal gravity value computed on the
 PP1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1869.degrees latitude (g = 980.6199 gals.).
 PP1869
 PP1869.The modeled gravity was interpolated from observed gravity values.
 PP1869
 PP1869;                    North         East    Units  Estimated Accuracy
 PP1869;SPC MN S     -   297,341.5     821,490.3     MT  (+/- 3 meters HH1 GPS) 
 PP1869
 PP1869                          SUPERSEDED SURVEY CONTROL
 PP1869
 PP1869  NGVD 29 (??/??/92)  279.690  (m)          917.62   (f) ADJ UNCH    2 0
 PP1869
 PP1869.Superseded values are not recommended for survey control.
 PP1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1869.See file dsdata.txt to determine how the superseded data were derived.
 PP1869
 PP1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4236158296(NAD 83)
 PP1869
 PP1869_MARKER: DD = SURVEY DISK
 PP1869_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP1869_SP_SET: BOX CULVERT HEADWALL
 PP1869_STAMPING: UNSTAMPED
 PP1869_MARK LOGO: MNHD  
 PP1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1869+STABILITY: SURFACE MOTION
 PP1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1869+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 PP1869
 PP1869  HISTORY     - Date     Condition        Report By
 PP1869  HISTORY     - UNK      MONUMENTED       MNDT
 PP1869  HISTORY     - 1970     GOOD             MNDT
 PP1869  HISTORY     - 20080528 GOOD             MNDT
 PP1869
 PP1869                          STATION DESCRIPTION
 PP1869
 PP1869'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1869'2.85 MI E FROM COLOGNE.
 PP1869'MARK IS LOCATED 2.85 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PP1869'T.H. 284 IN COLOGNE, IN THE SOUTHEAST CORNER OF THE HEADWALL OF A BOX
 PP1869'CULVERT UNDER T.H. 212 AT CARVER CREEK.  NW 1/4 SECTION 17, T 115N, R
 PP1869'24W.
 PP1869
 PP1869                          STATION RECOVERY (2008)
 PP1869
 PP1869'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1869'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1875 ***********************************************************************
 PP1875  DESIGNATION -  212 C
 PP1875  PID         -  PP1875
 PP1875  STATE/COUNTY-  MN/CARVER
 PP1875  COUNTRY     -  US
 PP1875  USGS QUAD   -  VICTORIA (1993)
 PP1875
 PP1875                         *CURRENT SURVEY CONTROL
 PP1875  ______________________________________________________________________
 PP1875* NAD 83(1986) POSITION- 44 46 33.11   (N) 093 39 43.21   (W)   HD_HELD1  
 PP1875* NAVD 88 ORTHO HEIGHT -   283.183  (meters)     929.08  (feet) ADJUSTED  
 PP1875  ______________________________________________________________________
 PP1875  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PP1875  DYNAMIC HEIGHT  -        283.177 (meters)      929.06  (feet) COMP
 PP1875  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 PP1875
 PP1875  VERT ORDER      -  SECOND    CLASS 0
 PP1875
 PP1875.The horizontal coordinates were established by differentially corrected
 PP1875.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1875.
 PP1875.The orthometric height was determined by differential leveling and
 PP1875.adjusted in June 1991.
 PP1875
 PP1875.Photographs are available for this station.
 PP1875
 PP1875.The dynamic height is computed by dividing the NAVD 88
 PP1875.geopotential number by the normal gravity value computed on the
 PP1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1875.degrees latitude (g = 980.6199 gals.).
 PP1875
 PP1875.The modeled gravity was interpolated from observed gravity values.
 PP1875
 PP1875;                    North         East    Units  Estimated Accuracy
 PP1875;SPC MN S     -   297,375.3     826,751.9     MT  (+/- 3 meters HH1 GPS) 
 PP1875
 PP1875                          SUPERSEDED SURVEY CONTROL
 PP1875
 PP1875  NGVD 29 (??/??/92)  283.139  (m)          928.93   (f) ADJ UNCH    2 0
 PP1875
 PP1875.Superseded values are not recommended for survey control.
 PP1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1875.See file dsdata.txt to determine how the superseded data were derived.
 PP1875
 PP1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4762158265(NAD 83)
 PP1875
 PP1875_MARKER: Z = SEE DESCRIPTION
 PP1875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1875_SP_SET: FENCE POST
 PP1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1875
 PP1875  HISTORY     - Date     Condition        Report By
 PP1875  HISTORY     - UNK      MONUMENTED       MNDT
 PP1875  HISTORY     - 1970     GOOD             MNDT
 PP1875  HISTORY     - 20040419 GOOD             USPSQD
 PP1875
 PP1875                          STATION DESCRIPTION
 PP1875
 PP1875'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1875'3.45 MI W FROM CHASKA.
 PP1875'MARK IS LOCATED 3.45 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PP1875'T.H. 41 AT CHASKA, 0.9 MILES WEST OF COUNTY ROAD 147, 45 FEET SOUTH OF
 PP1875'AND ABOUT LEVEL WITH T.H. 212 (EAST END OF CUT), 14 FEET NORTH OF A
 PP1875'TELEPHONE POLE, 12 FEET WEST OF A FIELD ENTRANCE SOUTH, 1 FOOT NORTH
 PP1875'OF A STEEL WITNESS POST, ON TOP OF A 6 FOOT STEEL FENCE POST DRIVEN
 PP1875'FLUSH WITH THE GROUND.  NW 1/4 SECTION 13, T 115N, R 24W.
 PP1875
 PP1875                          STATION RECOVERY (2004)
 PP1875
 PP1875'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1875'RECOVERED IN GOOD CONDITION AS DESCRIBED, SPSPS JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1877 ***********************************************************************
 PP1877  DESIGNATION -  212 D
 PP1877  PID         -  PP1877
 PP1877  STATE/COUNTY-  MN/CARVER
 PP1877  COUNTRY     -  US
 PP1877  USGS QUAD   -  VICTORIA (1993)
 PP1877
 PP1877                         *CURRENT SURVEY CONTROL
 PP1877  ______________________________________________________________________
 PP1877* NAD 83(1986) POSITION- 44 46 34.     (N) 093 38 53.     (W)   SCALED    
 PP1877* NAVD 88 ORTHO HEIGHT -   292.416  (meters)     959.37  (feet) ADJUSTED  
 PP1877  ______________________________________________________________________
 PP1877  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PP1877  DYNAMIC HEIGHT  -        292.411 (meters)      959.35  (feet) COMP
 PP1877  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 PP1877
 PP1877  VERT ORDER      -  SECOND    CLASS 0
 PP1877
 PP1877.The horizontal coordinates were scaled from a topographic map and have
 PP1877.an estimated accuracy of +/- 6 seconds.
 PP1877.
 PP1877.The orthometric height was determined by differential leveling and
 PP1877.adjusted in June 1991.
 PP1877
 PP1877.The dynamic height is computed by dividing the NAVD 88
 PP1877.geopotential number by the normal gravity value computed on the
 PP1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1877.degrees latitude (g = 980.6199 gals.).
 PP1877
 PP1877.The modeled gravity was interpolated from observed gravity values.
 PP1877
 PP1877;                    North         East    Units  Estimated Accuracy
 PP1877;SPC MN S     -   297,410.      827,860.      MT  (+/- 180 meters Scaled)
 PP1877
 PP1877                          SUPERSEDED SURVEY CONTROL
 PP1877
 PP1877  NGVD 29 (??/??/92)  292.374  (m)          959.23   (f) ADJ UNCH    2 0
 PP1877
 PP1877.Superseded values are not recommended for survey control.
 PP1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1877.See file dsdata.txt to determine how the superseded data were derived.
 PP1877
 PP1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK487582(NAD 83)
 PP1877
 PP1877_MARKER: Z = SEE DESCRIPTION
 PP1877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1877_SP_SET: FENCE POST
 PP1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1877
 PP1877  HISTORY     - Date     Condition        Report By
 PP1877  HISTORY     - UNK      MONUMENTED       MNDT
 PP1877  HISTORY     - 1970     GOOD             MNDT
 PP1877
 PP1877                          STATION DESCRIPTION
 PP1877
 PP1877'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1877'2.8 MI W FROM CHASKA.
 PP1877'MARK IS LOCATED 2.8 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PP1877'T.H. 41 AT CHASKA, 0.3 MILES WEST OF COUNTY ROAD 147, 135 FEET
 PP1877'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 37 FEET SOUTH OF
 PP1877'AND 2 FEET HIGHER THAN T.H. 212, 17 FEET NORTH OF A TELEPHONE POLE, 1
 PP1877'FOOT NORTH OF A STEEL WITNESS POST, ON TOP OF A 6 FOOT STEEL FENCE
 PP1877'POST DRIVEN FLUSH WITH THE GROUND.  NE 1/4 SECTION 13, T 115N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1862 ***********************************************************************
 PP1862  DESIGNATION -  212 G
 PP1862  PID         -  PP1862
 PP1862  STATE/COUNTY-  MN/CARVER
 PP1862  COUNTRY     -  US
 PP1862  USGS QUAD   -  WACONIA (1993)
 PP1862
 PP1862                         *CURRENT SURVEY CONTROL
 PP1862  ______________________________________________________________________
 PP1862* NAD 83(1986) POSITION- 44 46 06.     (N) 093 48 02.     (W)   SCALED    
 PP1862* NAVD 88 ORTHO HEIGHT -   291.661  (meters)     956.89  (feet) ADJUSTED  
 PP1862  ______________________________________________________________________
 PP1862  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 PP1862  DYNAMIC HEIGHT  -        291.642 (meters)      956.83  (feet) COMP
 PP1862  MODELED GRAVITY -    980,545.3   (mgal)                       NAVD 88
 PP1862
 PP1862  VERT ORDER      -  SECOND    CLASS 0
 PP1862
 PP1862.The horizontal coordinates were scaled from a topographic map and have
 PP1862.an estimated accuracy of +/- 6 seconds.
 PP1862.
 PP1862.The orthometric height was determined by differential leveling and
 PP1862.adjusted in June 1991.
 PP1862
 PP1862.The dynamic height is computed by dividing the NAVD 88
 PP1862.geopotential number by the normal gravity value computed on the
 PP1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1862.degrees latitude (g = 980.6199 gals.).
 PP1862
 PP1862.The modeled gravity was interpolated from observed gravity values.
 PP1862
 PP1862;                    North         East    Units  Estimated Accuracy
 PP1862;SPC MN S     -   296,500.      815,790.      MT  (+/- 180 meters Scaled)
 PP1862
 PP1862                          SUPERSEDED SURVEY CONTROL
 PP1862
 PP1862  NGVD 29 (??/??/92)  291.596  (m)          956.68   (f) ADJ UNCH    2 0
 PP1862
 PP1862.Superseded values are not recommended for survey control.
 PP1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1862.See file dsdata.txt to determine how the superseded data were derived.
 PP1862
 PP1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK366575(NAD 83)
 PP1862
 PP1862_MARKER: DD = SURVEY DISK
 PP1862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1862_SP_SET: FENCE POST
 PP1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1862+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2008
 PP1862
 PP1862  HISTORY     - Date     Condition        Report By
 PP1862  HISTORY     - UNK      MONUMENTED       MNDT
 PP1862  HISTORY     - 1970     GOOD             MNDT
 PP1862  HISTORY     - 20080409 MARK NOT FOUND   MNDT
 PP1862
 PP1862                          STATION DESCRIPTION
 PP1862
 PP1862'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1862'1.1 MI W FROM COLOGNE.
 PP1862'MARK IS LOCATED 1.1 MILE WEST ALONG T.H. 212 FROM THE JUNCTION OF T.H.
 PP1862'284 AT COLOGNE, 1.35 MILES EAST OF COUNTY ROAD 153, 46 FEET NORTH OF
 PP1862'AND ABOUT LEVEL WITH T.H. 212, 6 FEET WEST OF A TELEPHONE POLE, 1 FOOT
 PP1862'SOUTH OF A STEEL WITNESS POST, ON TOP OF A 6 FOOT STEEL FENCE POST
 PP1862'DRIVEN FLUSH WITH THE GROUND.  NW 1/4 SECTION 14, T 115N, R 14W.
 PP1862
 PP1862                          STATION RECOVERY (2008)
 PP1862
 PP1862'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP1862'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0202 ***********************************************************************
 SL0202  DESIGNATION -  212+58
 SL0202  PID         -  SL0202
 SL0202  STATE/COUNTY-  MN/NORMAN
 SL0202  COUNTRY     -  US
 SL0202  USGS QUAD   -  ADA (1965)
 SL0202
 SL0202                         *CURRENT SURVEY CONTROL
 SL0202  ______________________________________________________________________
 SL0202* NAD 83(1986) POSITION- 47 21 16.     (N) 096 30 56.     (W)   SCALED    
 SL0202* NAVD 88 ORTHO HEIGHT -   275.040  (meters)     902.36  (feet) ADJUSTED  
 SL0202  ______________________________________________________________________
 SL0202  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 SL0202  DYNAMIC HEIGHT  -        275.074 (meters)      902.47  (feet) COMP
 SL0202  MODELED GRAVITY -    980,731.1   (mgal)                       NAVD 88
 SL0202
 SL0202  VERT ORDER      -  SECOND    CLASS 0
 SL0202
 SL0202.The horizontal coordinates were scaled from a topographic map and have
 SL0202.an estimated accuracy of +/- 6 seconds.
 SL0202.
 SL0202.The orthometric height was determined by differential leveling and
 SL0202.adjusted in June 1991.
 SL0202
 SL0202.The dynamic height is computed by dividing the NAVD 88
 SL0202.geopotential number by the normal gravity value computed on the
 SL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0202.degrees latitude (g = 980.6199 gals.).
 SL0202
 SL0202.The modeled gravity was interpolated from observed gravity values.
 SL0202
 SL0202;                    North         East    Units  Estimated Accuracy
 SL0202;SPC MN N     -   200,690.      542,050.      MT  (+/- 180 meters Scaled)
 SL0202
 SL0202                          SUPERSEDED SURVEY CONTROL
 SL0202
 SL0202  NGVD 29 (??/??/92)  274.692  (m)          901.22   (f) ADJ UNCH    2 0
 SL0202
 SL0202.Superseded values are not recommended for survey control.
 SL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0202.See file dsdata.txt to determine how the superseded data were derived.
 SL0202
 SL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT876475(NAD 83)
 SL0202
 SL0202_MARKER: DB = BENCH MARK DISK
 SL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL0202+STABILITY: SURFACE MOTION
 SL0202
 SL0202  HISTORY     - Date     Condition        Report By
 SL0202  HISTORY     - UNK      MONUMENTED       MNDT
 SL0202  HISTORY     - 1964     GOOD             CGS
 SL0202  HISTORY     - 1982     MARK NOT FOUND   NGS
 SL0202
 SL0202                          STATION DESCRIPTION
 SL0202
 SL0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 SL0202'3.85 MI N FROM ADA.
 SL0202'ABOUT 3.85 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE GREAT NORTHERN
 SL0202'RAILWAY STATION AT ADA, OR 1.3 MILES EAST ALONG NORMAN COUNTY ROAD 19
 SL0202'FROM THE CROSSING OF THE GREAT NORTHERN RAILWAY AT HADLER, THENCE 1.0
 SL0202'MILE SOUTH ALONG STATE HIGHWAY 9, IN S 22, T 145 N, R 46 W, 76 FEET
 SL0202'EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET NORTH OF THE CENTER
 SL0202'LINE OF AN EASTWEST GRAVELED ROAD, 1 1/2 FEET NORTHWEST OF A TELEPHONE
 SL0202'POLE, 0.5 FOOT WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 SL0202'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SL0202'1 INCH.
 SL0202
 SL0202                          STATION RECOVERY (1982)
 SL0202
 SL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 SL0202'NOT RECOVERED.  PROBABLY TAKEN OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0013 ***********************************************************************
 RP0013  DESIGNATION -  2149
 RP0013  PID         -  RP0013
 RP0013  STATE/COUNTY-  MN/WILKIN
 RP0013  COUNTRY     -  US
 RP0013  USGS QUAD   -  BARNESVILLE SW (1981)
 RP0013
 RP0013                         *CURRENT SURVEY CONTROL
 RP0013  ______________________________________________________________________
 RP0013* NAD 83(1986) POSITION- 46 36 57.     (N) 096 24 20.     (W)   SCALED    
 RP0013* NAVD 88 ORTHO HEIGHT -   315.856  (meters)    1036.27  (feet) ADJUSTED  
 RP0013  ______________________________________________________________________
 RP0013  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 RP0013  DYNAMIC HEIGHT  -        315.877 (meters)     1036.34  (feet) COMP
 RP0013  MODELED GRAVITY -    980,672.8   (mgal)                       NAVD 88
 RP0013
 RP0013  VERT ORDER      -  SECOND    CLASS 0
 RP0013
 RP0013.The horizontal coordinates were scaled from a topographic map and have
 RP0013.an estimated accuracy of +/- 6 seconds.
 RP0013.
 RP0013.The orthometric height was determined by differential leveling and
 RP0013.adjusted in June 1991.
 RP0013
 RP0013.The dynamic height is computed by dividing the NAVD 88
 RP0013.geopotential number by the normal gravity value computed on the
 RP0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0013.degrees latitude (g = 980.6199 gals.).
 RP0013
 RP0013.The modeled gravity was interpolated from observed gravity values.
 RP0013
 RP0013;                    North         East    Units  Estimated Accuracy
 RP0013;SPC MN C     -   281,840.      634,920.      MT  (+/- 180 meters Scaled)
 RP0013
 RP0013                          SUPERSEDED SURVEY CONTROL
 RP0013
 RP0013.No superseded survey control is available for this station.
 RP0013
 RP0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS986657(NAD 83)
 RP0013
 RP0013_MARKER: Z = SEE DESCRIPTION
 RP0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0013_SP_SET: SIGNAL BASE
 RP0013_MARK LOGO: MNDT  
 RP0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0013
 RP0013  HISTORY     - Date     Condition        Report By
 RP0013  HISTORY     - UNK      MONUMENTED       MNDT
 RP0013  HISTORY     - 1968     GOOD             MNDT
 RP0013  HISTORY     - 20071024 MARK NOT FOUND   MNDT
 RP0013
 RP0013                          STATION DESCRIPTION
 RP0013
 RP0013'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0013'1.0 MI S FROM BARNESVILLE.
 RP0013'MARK IS A CHISELED X ON THE SOUTHEAST BOLT OF RAILROAD SIGNAL (NO
 RP0013'2149) BASE.  MARK IS 8.0 FEET EAST OF THE EAST RAIL, 95 FEET WEST OF
 RP0013'THE CENTERLINE OF T.H. 52 AND ABOUT 1000 FEET SOUTH OF CO. RD. NE1/4
 RP0013'SECTION 1, T 136N, R46W. NOTE-- MARK IS LOCATED ABOUT 1.0 MILE SOUTH
 RP0013'OF BARNESVILLE.
 RP0013
 RP0013                          STATION RECOVERY (2007)
 RP0013
 RP0013'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 RP0013'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0973 ***********************************************************************
 QP0973  DESIGNATION -  2180 39 A
 QP0973  PID         -  QP0973
 QP0973  STATE/COUNTY-  MN/DOUGLAS
 QP0973  COUNTRY     -  US
 QP0973  USGS QUAD   -  QUAM LAKE (1966)
 QP0973
 QP0973                         *CURRENT SURVEY CONTROL
 QP0973  ______________________________________________________________________
 QP0973* NAD 83(2007) POSITION- 45 59 54.79819(N) 095 43 40.71188(W)   ADJUSTED  
 QP0973* NAD 83(2007) ELLIP HT-   387.030 (meters)        (02/10/07)   ADJUSTED
 QP0973* NAD 83(2007) EPOCH   -  2002.00
 QP0973* NAVD 88 ORTHO HEIGHT -   413.360  (meters)    1356.17  (feet) ADJUSTED  
 QP0973  ______________________________________________________________________
 QP0973  NAD 83(2007) X  -   -443,007.515 (meters)                     COMP
 QP0973  NAD 83(2007) Y  - -4,416,541.854 (meters)                     COMP
 QP0973  NAD 83(2007) Z  -  4,565,414.371 (meters)                     COMP
 QP0973  LAPLACE CORR    -          1.09  (seconds)                    DEFLEC09
 QP0973  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 QP0973  DYNAMIC HEIGHT  -        413.355 (meters)     1356.15  (feet) COMP
 QP0973  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 QP0973
 QP0973  VERT ORDER      -  SECOND    CLASS I
 QP0973
 QP0973  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0973  Type                                         Horiz  Ellip  Dist(km)
 QP0973  -------------------------------------------------------------------
 QP0973  NETWORK                                       0.53   0.57
 QP0973  -------------------------------------------------------------------
 QP0973  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.35   0.27      2.28
 QP0973  -------------------------------------------------------------------
 QP0973  NOTE: Click here for information on individual local accuracy
 QP0973  values and other accuracy information.
 QP0973
 QP0973
 QP0973.The horizontal coordinates were established by GPS observations
 QP0973.and adjusted by the National Geodetic Survey in February 2007.
 QP0973
 QP0973.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0973.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0973
 QP0973.The horizontal coordinates are valid at the epoch date displayed above
 QP0973.which is a decimal equivalence of Year/Month/Day.
 QP0973
 QP0973.The orthometric height was determined by differential leveling and
 QP0973.adjusted in August 2000.
 QP0973
 QP0973.No vertical observational check was made to the station.
 QP0973
 QP0973.Photographs are available for this station.
 QP0973
 QP0973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0973
 QP0973.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0973
 QP0973.The ellipsoidal height was determined by GPS observations
 QP0973.and is referenced to NAD 83.
 QP0973
 QP0973.The dynamic height is computed by dividing the NAVD 88
 QP0973.geopotential number by the normal gravity value computed on the
 QP0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0973.degrees latitude (g = 980.6199 gals.).
 QP0973
 QP0973.The modeled gravity was interpolated from observed gravity values.
 QP0973
 QP0973. The following values were computed from the NAD 83(2007) position.
 QP0973
 QP0973;                    North         East     Units Scale Factor Converg.
 QP0973;SPC MN C     -   212,053.495   685,521.769   MT  0.99993916   -1 04 08.9
 QP0973;SPC MN C     -   695,712.17  2,249,082.67   sFT  0.99993916   -1 04 08.9
 QP0973;UTM  15      - 5,097,505.560   288,763.729   MT  1.00014857   -1 57 46.9
 QP0973
 QP0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0973!SPC MN C     -   0.99993933  x   0.99993916  =   0.99987849
 QP0973!UTM  15      -   0.99993933  x   1.00014857  =   1.00008789
 QP0973
 QP0973:                Primary Azimuth Mark                     Grid Az
 QP0973:SPC MN C     -  2180 D                                   136 20 02.8
 QP0973:UTM  15      -  2180 D                                   137 13 40.8
 QP0973
 QP0973|---------------------------------------------------------------------|
 QP0973| PID    Reference Object                     Distance      Geod. Az  |
 QP0973|                                                           dddmmss.s |
 QP0973| QP0870 2180 D                              APPROX. 1.4 KM 1351553.9 |
 QP0973|---------------------------------------------------------------------|
 QP0973
 QP0973                          SUPERSEDED SURVEY CONTROL
 QP0973
 QP0973  NAD 83(1996)-  45 59 54.79775(N)    095 43 40.71146(W) AD(       ) 1
 QP0973  ELLIP H (04/26/05)  387.053  (m)                       GP(       ) 3 2
 QP0973  NAVD 88 (04/26/05)  413.36   (m)         1356.2    (f) LEVELING    3  
 QP0973  NAVD 88 (06/15/91)  413.363  (m)         1356.18   (f) SUPERSEDED  2 0
 QP0973  NGVD 29 (??/??/92)  413.170  (m)         1355.54   (f) ADJ UNCH    2 0
 QP0973
 QP0973.Superseded values are not recommended for survey control.
 QP0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0973.See file dsdata.txt to determine how the superseded data were derived.
 QP0973
 QP0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8876397505(NAD 83)
 QP0973
 QP0973_MARKER: DB = BENCH MARK DISK
 QP0973_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0973_STAMPING: 2180 39 A 1965
 QP0973_MARK LOGO: MNHD  
 QP0973_PROJECTION: PROJECTING 30 CENTIMETERS
 QP0973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0973+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2007
 QP0973
 QP0973  HISTORY     - Date     Condition        Report By
 QP0973  HISTORY     - 1965     MONUMENTED       MNDT
 QP0973  HISTORY     - 1967     GOOD             MNDT
 QP0973  HISTORY     - 19950207 GOOD             MNDT
 QP0973  HISTORY     - 20041115 GOOD             MNDT
 QP0973  HISTORY     - 20050105 GOOD             MNDT
 QP0973  HISTORY     - 20070220 GOOD             DUCKS
 QP0973
 QP0973                          STATION DESCRIPTION
 QP0973
 QP0973'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0973'2.0 MI W FROM EVANSVILLE.
 QP0973'MARK IS LOCATED IN THE SE 1/4, SECTION 8, T129N, R40W.  ABOUT 2.0
 QP0973'MILES WEST OF EVANSVILLE NEAR THE INTERCHANGE OF F.A.I. 94 AND T.H.
 QP0973'79.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 QP0973'2180-39A 1965, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 90 FEET
 QP0973'EAST OF THE WESTBOUND EXIT RAMP, ABOUT 200 FEET EAST OF THE BRIDGE, 20
 QP0973'FEET WEST OF THE R/W FENCE CORNER, 50 FEET SOUTH OF THE CENTERLINE OF
 QP0973'T.H. 79, 1.0 FOOT NORTH OF A STEEL WITNESS POST AND PROJECTING 12
 QP0973'INCHES ABOVE GROUND.
 QP0973
 QP0973                          STATION RECOVERY (1995)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0973'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP0973
 QP0973                          STATION RECOVERY (2004)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP0973'2 MILES WEST OF EVANSVILLE, AT INTERSTATE HIGHWAY 94 MILEPOINT 82.80,
 QP0973'90 FEET EAST OF WESTBOUND INTERSTATE HIGHWAY 94 EXIT 82 RAMP, 200 FEET
 QP0973'EAST OF BRIDGE, 20 FEET WEST OF RIGHT OF WAY FENCE CORNER, 50 FEET
 QP0973'SOUTH OF COUNTY ROAD 41, 1.0 FEET NORTH OF WITNESS POST
 QP0973
 QP0973                          STATION RECOVERY (2005)
 QP0973
 QP0973'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0973'RECOVERED AS DESCRIBED.
 QP0973
 QP0973                          STATION RECOVERY (2007)
 QP0973
 QP0973'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (MO)
 QP0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0564 ***********************************************************************
 RO0564  DESIGNATION -  2180 39 A 1
 RO0564  PID         -  RO0564
 RO0564  STATE/COUNTY-  MN/DOUGLAS
 RO0564  COUNTRY     -  US
 RO0564  USGS QUAD   -  EVANSVILLE (1969)
 RO0564
 RO0564                         *CURRENT SURVEY CONTROL
 RO0564  ______________________________________________________________________
 RO0564* NAD 83(1986) POSITION- 46 00 00.     (N) 095 42 26.     (W)   SCALED    
 RO0564* NAVD 88 ORTHO HEIGHT -   410.904  (meters)    1348.11  (feet) ADJUSTED  
 RO0564  ______________________________________________________________________
 RO0564  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 RO0564  DYNAMIC HEIGHT  -        410.899 (meters)     1348.09  (feet) COMP
 RO0564  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 RO0564
 RO0564  VERT ORDER      -  SECOND    CLASS 0
 RO0564
 RO0564.The horizontal coordinates were scaled from a topographic map and have
 RO0564.an estimated accuracy of +/- 6 seconds.
 RO0564.
 RO0564.The orthometric height was determined by differential leveling and
 RO0564.adjusted in June 1991.
 RO0564
 RO0564.The dynamic height is computed by dividing the NAVD 88
 RO0564.geopotential number by the normal gravity value computed on the
 RO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0564.degrees latitude (g = 980.6199 gals.).
 RO0564
 RO0564.The modeled gravity was interpolated from observed gravity values.
 RO0564
 RO0564;                    North         East    Units  Estimated Accuracy
 RO0564;SPC MN C     -   212,180.      687,130.      MT  (+/- 180 meters Scaled)
 RO0564
 RO0564                          SUPERSEDED SURVEY CONTROL
 RO0564
 RO0564  NGVD 29 (??/??/92)  410.717  (m)         1347.49   (f) ADJ UNCH    2 0
 RO0564
 RO0564.Superseded values are not recommended for survey control.
 RO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0564.See file dsdata.txt to determine how the superseded data were derived.
 RO0564
 RO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL903976(NAD 83)
 RO0564
 RO0564_MARKER: DD = SURVEY DISK
 RO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0564_STAMPING: 2180-39A1 1966
 RO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0564+STABILITY: SURFACE MOTION
 RO0564
 RO0564  HISTORY     - Date     Condition        Report By
 RO0564  HISTORY     - 1966     MONUMENTED       MNDT
 RO0564  HISTORY     - 1967     GOOD             MNDT
 RO0564
 RO0564                          STATION DESCRIPTION
 RO0564
 RO0564'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0564'1.0 MI W FROM EVANSVILLE.
 RO0564'MARK IS LOCATED IN THE NE 1/4, SECTION 9, T129N, R40W.  ABOUT 1.0 MILE
 RO0564'WEST OF EVANSVILLE ALONG T.H. 79.  MARK IS A STANDARD MINNESOTA
 RO0564'HIGHWAY DEPARTMENT DISK, STAMPED 2180-39 A1 1966, SET IN A CONCRETE
 RO0564'MONUMENT.  MARK IS 40 FEET SOUTH OF THE CENTERLINE OF T.H. 79, 20 FEET
 RO0564'NORTHWEST OF A POWER POLE, ABOUT 75 FEET SOUTHWEST OF THE CENTERLINE
 RO0564'OF T.H. 79 AND FARM ENTRANCE 1.0 FOOT SOUTH OF A STEEL WITNESS POST
 RO0564'AND PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0573 ***********************************************************************
 RO0573  DESIGNATION -  2180 A
 RO0573  PID         -  RO0573
 RO0573  STATE/COUNTY-  MN/DOUGLAS
 RO0573  COUNTRY     -  US
 RO0573  USGS QUAD   -  ASHBY (1973)
 RO0573
 RO0573                         *CURRENT SURVEY CONTROL
 RO0573  ______________________________________________________________________
 RO0573* NAD 83(1986) POSITION- 46 00 42.24   (N) 095 46 10.61   (W)   HD_HELD1  
 RO0573* NAVD 88 ORTHO HEIGHT -   413.390  (meters)    1356.26  (feet) ADJUSTED  
 RO0573  ______________________________________________________________________
 RO0573  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 RO0573  DYNAMIC HEIGHT  -        413.385 (meters)     1356.25  (feet) COMP
 RO0573  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 RO0573
 RO0573  VERT ORDER      -  SECOND    CLASS I
 RO0573
 RO0573.The horizontal coordinates were established by differentially corrected
 RO0573.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0573.
 RO0573.The orthometric height was determined by differential leveling and
 RO0573.adjusted in June 2011.
 RO0573
 RO0573.Photographs are available for this station.
 RO0573
 RO0573.The dynamic height is computed by dividing the NAVD 88
 RO0573.geopotential number by the normal gravity value computed on the
 RO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0573.degrees latitude (g = 980.6199 gals.).
 RO0573
 RO0573.The modeled gravity was interpolated from observed gravity values.
 RO0573
 RO0573;                    North         East    Units  Estimated Accuracy
 RO0573;SPC MN C     -   213,579.0     682,325.1     MT  (+/- 3 meters HH1 GPS) 
 RO0573
 RO0573                          SUPERSEDED SURVEY CONTROL
 RO0573
 RO0573  NAVD 88 (06/15/91)  413.378  (m)         1356.22   (f) SUPERSEDED  2 0
 RO0573  NGVD 29 (??/??/92)  413.182  (m)         1355.58   (f) ADJ UNCH    2 0
 RO0573
 RO0573.Superseded values are not recommended for survey control.
 RO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0573.See file dsdata.txt to determine how the superseded data were derived.
 RO0573
 RO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8559099081(NAD 83)
 RO0573
 RO0573_MARKER: DB = BENCH MARK DISK
 RO0573_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0573_SP_SET: BRIDGE ABUTMENT
 RO0573_STAMPING: 2180 A 1965
 RO0573_MARK LOGO: MNHD  
 RO0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0573+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 RO0573
 RO0573  HISTORY     - Date     Condition        Report By
 RO0573  HISTORY     - 1965     MONUMENTED       MNHD
 RO0573  HISTORY     - 1967     GOOD             MNDT
 RO0573  HISTORY     - 20051005 GOOD             MNDT
 RO0573
 RO0573                          STATION DESCRIPTION
 RO0573
 RO0573'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0573'4.0 MI W FROM EVANSVILLE.
 RO0573'MARK IS LOCATED IN THE SW 1/4, SECTION 6, T129N, R40W AT THE GRANT -
 RO0573'DOUGLAS COUNTY LINE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RO0573'DISK, STAMPED 2180 A 1965, SET IN THE SOUTHEAST CORNER ABUTMENT BRIDGE
 RO0573'(NO. 26803).  COUNTY LINE ROAD (19) OVER F.A.I. 94.
 RO0573
 RO0573                          STATION RECOVERY (2005)
 RO0573
 RO0573'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0573'THE MARK IS LOCATED ABOUT 4.2 MI (6.8 KM) WEST OF EVANSVILLE AND 2.7
 RO0573'MI (4.3 KM) EAST-NORTHEAST OF ERDAHL.
 RO0573' 
 RO0573'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY
 RO0573'79/COUNTY ROAD 41, GO 2.0 MI (3.2 KM) NORTHWEST ALONG I-94 TO MILE
 RO0573'POINT 80.60.
 RO0573' 
 RO0573'THE MARK IS FOUND AT THE GRANT/DOUGLAS COUNTY LINE COUNTY LINE, IN THE
 RO0573'SOUTHEAST ABUTMENT OF COUNTY LINE ROAD BRIDGE NUMBER 26803 OVER I-94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0653 ***********************************************************************
 QP0653  DESIGNATION -  2180 AA
 QP0653  PID         -  QP0653
 QP0653  STATE/COUNTY-  MN/DOUGLAS
 QP0653  COUNTRY     -  US
 QP0653  USGS QUAD   -  FORADA (1994)
 QP0653
 QP0653                         *CURRENT SURVEY CONTROL
 QP0653  ______________________________________________________________________
 QP0653* NAD 83(1986) POSITION- 45 50 09.     (N) 095 20 08.     (W)   SCALED    
 QP0653* NAVD 88 ORTHO HEIGHT -   428.778  (meters)    1406.75  (feet) ADJUSTED  
 QP0653  ______________________________________________________________________
 QP0653  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 QP0653  DYNAMIC HEIGHT  -        428.774 (meters)     1406.74  (feet) COMP
 QP0653  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0653
 QP0653  VERT ORDER      -  SECOND    CLASS 0
 QP0653
 QP0653.The horizontal coordinates were scaled from a topographic map and have
 QP0653.an estimated accuracy of +/- 6 seconds.
 QP0653.
 QP0653.The orthometric height was determined by differential leveling and
 QP0653.adjusted in June 1991.
 QP0653
 QP0653.Photographs are available for this station.
 QP0653
 QP0653.The dynamic height is computed by dividing the NAVD 88
 QP0653.geopotential number by the normal gravity value computed on the
 QP0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0653.degrees latitude (g = 980.6199 gals.).
 QP0653
 QP0653.The modeled gravity was interpolated from observed gravity values.
 QP0653
 QP0653;                    North         East    Units  Estimated Accuracy
 QP0653;SPC MN C     -   193,480.      715,670.      MT  (+/- 180 meters Scaled)
 QP0653
 QP0653                          SUPERSEDED SURVEY CONTROL
 QP0653
 QP0653  NGVD 29 (??/??/92)  428.570  (m)         1406.07   (f) ADJ UNCH    2 0
 QP0653
 QP0653.Superseded values are not recommended for survey control.
 QP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0653.See file dsdata.txt to determine how the superseded data were derived.
 QP0653
 QP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL186784(NAD 83)
 QP0653
 QP0653_MARKER: DB = BENCH MARK DISK
 QP0653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0653_SP_SET: BRIDGE
 QP0653_STAMPING: 2180 AA 1966
 QP0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0653
 QP0653  HISTORY     - Date     Condition        Report By
 QP0653  HISTORY     - 1966     MONUMENTED       MNDT
 QP0653  HISTORY     - 1968     GOOD             MNDT
 QP0653
 QP0653                          STATION DESCRIPTION
 QP0653
 QP0653'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0653'3.5 MI SE FROM ALEXANDRIA.
 QP0653'MARK IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF ALEXANDRIA.  MARK IS A
 QP0653'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-AA 1966, SET
 QP0653'IN THE SOUTHEAST CORNE OF BR. 21818, FAI 94 EASTBOUND OVER COUNTY ROAD
 QP0653'23.  SE 1/4 SECTION 4, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0654 ***********************************************************************
 QP0654  DESIGNATION -  2180 AA 1
 QP0654  PID         -  QP0654
 QP0654  STATE/COUNTY-  MN/DOUGLAS
 QP0654  COUNTRY     -  US
 QP0654  USGS QUAD   -  FORADA (1994)
 QP0654
 QP0654                         *CURRENT SURVEY CONTROL
 QP0654  ______________________________________________________________________
 QP0654* NAD 83(1986) POSITION- 45 50 08.     (N) 095 20 08.     (W)   SCALED    
 QP0654* NAVD 88 ORTHO HEIGHT -   428.535  (meters)    1405.95  (feet) ADJUSTED  
 QP0654  ______________________________________________________________________
 QP0654  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 QP0654  DYNAMIC HEIGHT  -        428.531 (meters)     1405.94  (feet) COMP
 QP0654  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0654
 QP0654  VERT ORDER      -  SECOND    CLASS 0
 QP0654
 QP0654.The horizontal coordinates were scaled from a topographic map and have
 QP0654.an estimated accuracy of +/- 6 seconds.
 QP0654.
 QP0654.The orthometric height was determined by differential leveling and
 QP0654.adjusted in June 1991.
 QP0654
 QP0654.Photographs are available for this station.
 QP0654
 QP0654.The dynamic height is computed by dividing the NAVD 88
 QP0654.geopotential number by the normal gravity value computed on the
 QP0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0654.degrees latitude (g = 980.6199 gals.).
 QP0654
 QP0654.The modeled gravity was interpolated from observed gravity values.
 QP0654
 QP0654;                    North         East    Units  Estimated Accuracy
 QP0654;SPC MN C     -   193,450.      715,670.      MT  (+/- 180 meters Scaled)
 QP0654
 QP0654                          SUPERSEDED SURVEY CONTROL
 QP0654
 QP0654  NGVD 29 (??/??/92)  428.327  (m)         1405.27   (f) ADJ UNCH    2 0
 QP0654
 QP0654.Superseded values are not recommended for survey control.
 QP0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0654.See file dsdata.txt to determine how the superseded data were derived.
 QP0654
 QP0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL186784(NAD 83)
 QP0654
 QP0654_MARKER: DD = SURVEY DISK
 QP0654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0654_SP_SET: BRIDGE
 QP0654_STAMPING: 2180 AA 1 1966
 QP0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0654
 QP0654  HISTORY     - Date     Condition        Report By
 QP0654  HISTORY     - 1966     MONUMENTED       MNDT
 QP0654  HISTORY     - 1966     GOOD             MNDT
 QP0654
 QP0654                          STATION DESCRIPTION
 QP0654
 QP0654'DESCRIBED BY MN DEPT OF TRANSP 1966
 QP0654'3.5 MI SE FROM ALEXANDRIA.
 QP0654'MARK IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF ALEXANDRIA.  MARK IS A
 QP0654'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-AA1 1966 SET
 QP0654'IN THE SOUTHEAST CORNER OF BRIDGE NO. 21817, WEST BOUND FAI 94 OVER
 QP0654'COUNTY ROAD NO. 23.  SE 1/4 SECTION 4, T 127N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0571 ***********************************************************************
 RO0571  DESIGNATION -  2180 B
 RO0571  PID         -  RO0571
 RO0571  STATE/COUNTY-  MN/DOUGLAS
 RO0571  COUNTRY     -  US
 RO0571  USGS QUAD   -  EVANSVILLE (1969)
 RO0571
 RO0571                         *CURRENT SURVEY CONTROL
 RO0571  ______________________________________________________________________
 RO0571* NAD 83(2007) POSITION- 46 00 28.04083(N) 095 44 52.43817(W)   ADJUSTED  
 RO0571* NAD 83(2007) ELLIP HT-   390.432 (meters)        (02/10/07)   ADJUSTED
 RO0571* NAD 83(2007) EPOCH   -  2002.00
 RO0571* NAVD 88 ORTHO HEIGHT -   416.778  (meters)    1367.38  (feet) ADJUSTED  
 RO0571  ______________________________________________________________________
 RO0571  NAD 83(2007) X  -   -444,469.576 (meters)                     COMP
 RO0571  NAD 83(2007) Y  - -4,415,655.200 (meters)                     COMP
 RO0571  NAD 83(2007) Z  -  4,566,129.804 (meters)                     COMP
 RO0571  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC09
 RO0571  GEOID HEIGHT    -        -26.34  (meters)                     GEOID09
 RO0571  DYNAMIC HEIGHT  -        416.773 (meters)     1367.36  (feet) COMP
 RO0571  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 RO0571
 RO0571  VERT ORDER      -  SECOND    CLASS I
 RO0571
 RO0571  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0571  Type                                         Horiz  Ellip  Dist(km)
 RO0571  -------------------------------------------------------------------
 RO0571  NETWORK                                       0.53   0.55
 RO0571  -------------------------------------------------------------------
 RO0571  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.31   0.25      0.90
 RO0571  -------------------------------------------------------------------
 RO0571  NOTE: Click here for information on individual local accuracy
 RO0571  values and other accuracy information.
 RO0571
 RO0571
 RO0571.The horizontal coordinates were established by GPS observations
 RO0571.and adjusted by the National Geodetic Survey in February 2007.
 RO0571
 RO0571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0571.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0571
 RO0571.The horizontal coordinates are valid at the epoch date displayed above
 RO0571.which is a decimal equivalence of Year/Month/Day.
 RO0571
 RO0571.The orthometric height was determined by differential leveling and
 RO0571.adjusted in June 1991.
 RO0571
 RO0571.Photographs are available for this station.
 RO0571
 RO0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0571
 RO0571.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0571
 RO0571.The ellipsoidal height was determined by GPS observations
 RO0571.and is referenced to NAD 83.
 RO0571
 RO0571.The dynamic height is computed by dividing the NAVD 88
 RO0571.geopotential number by the normal gravity value computed on the
 RO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0571.degrees latitude (g = 980.6199 gals.).
 RO0571
 RO0571.The modeled gravity was interpolated from observed gravity values.
 RO0571
 RO0571. The following values were computed from the NAD 83(2007) position.
 RO0571
 RO0571;                    North         East     Units Scale Factor Converg.
 RO0571;SPC MN C     -   213,108.619   683,998.127   MT  0.99993824   -1 05 00.8
 RO0571;SPC MN C     -   699,173.86  2,244,083.85   sFT  0.99993824   -1 05 00.8
 RO0571;UTM  15      - 5,098,584.559   287,256.413   MT  1.00015643   -1 58 39.6
 RO0571
 RO0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0571!SPC MN C     -   0.99993880  x   0.99993824  =   0.99987704
 RO0571!UTM  15      -   0.99993880  x   1.00015643  =   1.00009522
 RO0571
 RO0571|---------------------------------------------------------------------|
 RO0571| PID    Reference Object                     Distance      Geod. Az  |
 RO0571|                                                           dddmmss.s |
 RO0571| RO0572 THOMPSON AZ MK                      352.012 METERS 20335     |
 RO0571|---------------------------------------------------------------------|
 RO0571
 RO0571                          SUPERSEDED SURVEY CONTROL
 RO0571
 RO0571  NAD 83(1996)-  46 00 28.04038(N)    095 44 52.43778(W) AD(       ) 1
 RO0571  ELLIP H (04/26/05)  390.451  (m)                       GP(       ) 3 2
 RO0571  NAVD 88 (04/26/05)  416.78   (m)         1367.4    (f) LEVELING    3  
 RO0571  NGVD 29 (??/??/92)  416.584  (m)         1366.74   (f) ADJ UNCH    2 0
 RO0571
 RO0571.Superseded values are not recommended for survey control.
 RO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0571.See file dsdata.txt to determine how the superseded data were derived.
 RO0571
 RO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8725698584(NAD 83)
 RO0571
 RO0571_MARKER: DB = BENCH MARK DISK
 RO0571_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RO0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0571_STAMPING: 2180 B 1965
 RO0571_MARK LOGO: MNHD  
 RO0571_PROJECTION: PROJECTING 3 CENTIMETERS
 RO0571_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0571+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 RO0571
 RO0571  HISTORY     - Date     Condition        Report By
 RO0571  HISTORY     - 1965     MONUMENTED       MNDT
 RO0571  HISTORY     - 1967     GOOD             MNDT
 RO0571  HISTORY     - 20041115 GOOD             MNDT
 RO0571  HISTORY     - 20050105 GOOD             MNDT
 RO0571
 RO0571                          STATION DESCRIPTION
 RO0571
 RO0571'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0571'3.0 MI W FROM EVANSVILLE.
 RO0571'MARK IS LOCATED NEAR THE CORNER OF SECTIONS 5, 6, 7 AND 8, T129N,
 RO0571'R40W.  ABOUT 3.0 MILES WEST OF EVANSVILLE ALONG F.A.I. 94.  MARK IS A
 RO0571'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 B 1965, SET
 RO0571'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTH OF THE
 RO0571'CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 2461+00), 2.0 FEET NORTH OF
 RO0571'THE R/W FENCE AND STEEL WITNESS POST, 1800 FEET WEST OF MILE POST 82
 RO0571'AND PROJECTING 3 INCHES ABOVE THE GROUND.
 RO0571
 RO0571                          STATION RECOVERY (2004)
 RO0571
 RO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0571'3 MILES WEST OF EVANSVILLE, 1.0 MILES NORTHWEST ALONG INTERSTATE
 RO0571'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY
 RO0571'79/COUNTY ROAD 41 (2.0 MILES WEST OF EVANSVILLE), AT INTERSTATE
 RO0571'HIGHWAY 94 MILEPOINT 81.70, 98 FEET SOUTH OF EASTBOUND INTERSTATE
 RO0571'HIGHWAY 94, 2.0 FEET NORTH OF RIGHT OF WAY FENCE AND WITNESS POST
 RO0571
 RO0571                          STATION RECOVERY (2005)
 RO0571
 RO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0571'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0652 ***********************************************************************
 QP0652  DESIGNATION -  2180 BB
 QP0652  PID         -  QP0652
 QP0652  STATE/COUNTY-  MN/DOUGLAS
 QP0652  COUNTRY     -  US
 QP0652  USGS QUAD   -  FORADA (1994)
 QP0652
 QP0652                         *CURRENT SURVEY CONTROL
 QP0652  ______________________________________________________________________
 QP0652* NAD 83(1986) POSITION- 45 50 05.     (N) 095 18 36.     (W)   SCALED    
 QP0652* NAVD 88 ORTHO HEIGHT -   423.836  (meters)    1390.54  (feet) ADJUSTED  
 QP0652  ______________________________________________________________________
 QP0652  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 QP0652  DYNAMIC HEIGHT  -        423.831 (meters)     1390.52  (feet) COMP
 QP0652  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0652
 QP0652  VERT ORDER      -  SECOND    CLASS 0
 QP0652
 QP0652.The horizontal coordinates were scaled from a topographic map and have
 QP0652.an estimated accuracy of +/- 6 seconds.
 QP0652.
 QP0652.The orthometric height was determined by differential leveling and
 QP0652.adjusted in June 1991.
 QP0652
 QP0652.The dynamic height is computed by dividing the NAVD 88
 QP0652.geopotential number by the normal gravity value computed on the
 QP0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0652.degrees latitude (g = 980.6199 gals.).
 QP0652
 QP0652.The modeled gravity was interpolated from observed gravity values.
 QP0652
 QP0652;                    North         East    Units  Estimated Accuracy
 QP0652;SPC MN C     -   193,330.      717,650.      MT  (+/- 180 meters Scaled)
 QP0652
 QP0652                          SUPERSEDED SURVEY CONTROL
 QP0652
 QP0652  NGVD 29 (??/??/92)  423.629  (m)         1389.86   (f) ADJ UNCH    2 0
 QP0652
 QP0652.Superseded values are not recommended for survey control.
 QP0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0652.See file dsdata.txt to determine how the superseded data were derived.
 QP0652
 QP0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL206782(NAD 83)
 QP0652
 QP0652_MARKER: DD = SURVEY DISK
 QP0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0652_STAMPING: 2180 BB 1966
 QP0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0652+STABILITY: SURFACE MOTION
 QP0652
 QP0652  HISTORY     - Date     Condition        Report By
 QP0652  HISTORY     - 1966     MONUMENTED       MNDT
 QP0652  HISTORY     - 1968     GOOD             MNDT
 QP0652
 QP0652                          STATION DESCRIPTION
 QP0652
 QP0652'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0652'4.0 MI SW FROM NELSON.
 QP0652'MARK IS LOCATED ABOUT 4.0 MILES SOUTHWEST OF NELSON.  MARK IS A
 QP0652'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 BB 1966 ABOUT
 QP0652'4.0 MILES SOUTHWEST OF NELSON, SET IN A CONCRETE MONUMENT.  MARK IS
 QP0652'205 FEET SOUTH OF EASTBOUND FAI 94 CENTERLINE, 22 FEET EAST OF A
 QP0652'DEAD-END COUNTY ROAD CENTERLINE, 1.0 FOOT WEST OF A FENCE CORNER, 1.0
 QP0652'FOOT SOUTH OF A STEEL WITNESS POST, AND PROJECTS ABOUT 6 INCHES ABOVE
 QP0652'GROUND.  SE 1/4 SECTION 3, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0969 ***********************************************************************
 QP0969  DESIGNATION -  2180 C
 QP0969  PID         -  QP0969
 QP0969  STATE/COUNTY-  MN/DOUGLAS
 QP0969  COUNTRY     -  US
 QP0969  USGS QUAD   -  QUAM LAKE (1966)
 QP0969
 QP0969                         *CURRENT SURVEY CONTROL
 QP0969  ______________________________________________________________________
 QP0969* NAD 83(1986) POSITION- 45 59 54.90   (N) 095 43 45.57   (W)   HD_HELD1  
 QP0969* NAVD 88 ORTHO HEIGHT -   418.594  (meters)    1373.34  (feet) ADJUSTED  
 QP0969  ______________________________________________________________________
 QP0969  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 QP0969  DYNAMIC HEIGHT  -        418.588 (meters)     1373.32  (feet) COMP
 QP0969  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 QP0969
 QP0969  VERT ORDER      -  SECOND    CLASS I
 QP0969
 QP0969.The horizontal coordinates were established by differentially corrected
 QP0969.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0969.
 QP0969.The orthometric height was determined by differential leveling and
 QP0969.adjusted in August 2000.
 QP0969
 QP0969.Photographs are available for this station.
 QP0969
 QP0969.The dynamic height is computed by dividing the NAVD 88
 QP0969.geopotential number by the normal gravity value computed on the
 QP0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0969.degrees latitude (g = 980.6199 gals.).
 QP0969
 QP0969.The modeled gravity was interpolated from observed gravity values.
 QP0969
 QP0969;                    North         East    Units  Estimated Accuracy
 QP0969;SPC MN C     -   212,058.6     685,417.3     MT  (+/- 3 meters HH1 GPS) 
 QP0969
 QP0969                          SUPERSEDED SURVEY CONTROL
 QP0969
 QP0969  NAVD 88 (06/15/91)  418.584  (m)         1373.30   (f) SUPERSEDED  2 0
 QP0969  NGVD 29 (??/??/92)  418.390  (m)         1372.67   (f) ADJ UNCH    2 0
 QP0969
 QP0969.Superseded values are not recommended for survey control.
 QP0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0969.See file dsdata.txt to determine how the superseded data were derived.
 QP0969
 QP0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8865997512(NAD 83)
 QP0969
 QP0969_MARKER: DB = BENCH MARK DISK
 QP0969_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0969_SP_SET: BRIDGE ABUTMENT
 QP0969_STAMPING: 2180 C 1965
 QP0969_MARK LOGO: MNHD  
 QP0969_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0969+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 QP0969
 QP0969  HISTORY     - Date     Condition        Report By
 QP0969  HISTORY     - 1965     MONUMENTED       MNHD
 QP0969  HISTORY     - 1967     GOOD             MNDT
 QP0969  HISTORY     - 19950207 GOOD             MNDT
 QP0969  HISTORY     - 20050105 GOOD             MNDT
 QP0969
 QP0969                          STATION DESCRIPTION
 QP0969
 QP0969'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0969'2.0 MI W FROM EVANSVILLE.
 QP0969'MARK IS LOCATED IN THE SE 1/4, SECTION 8, T129N, R40W ABOUT 2.0 MILES
 QP0969'WEST OF EVANSVILLE AT THE INTERCHANGE OF F.A.I. 94 AND T.H. 79.  MARK
 QP0969'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 C 1965,
 QP0969'SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21801). WESTBOUND
 QP0969'OVER T.H. 79.
 QP0969
 QP0969                          STATION RECOVERY (1995)
 QP0969
 QP0969'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0969'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP0969
 QP0969                          STATION RECOVERY (2005)
 QP0969
 QP0969'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0969'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0647 ***********************************************************************
 QP0647  DESIGNATION -  2180 CC
 QP0647  PID         -  QP0647
 QP0647  STATE/COUNTY-  MN/DOUGLAS
 QP0647  COUNTRY     -  US
 QP0647  USGS QUAD   -  FORADA (1994)
 QP0647
 QP0647                         *CURRENT SURVEY CONTROL
 QP0647  ______________________________________________________________________
 QP0647* NAD 83(1986) POSITION- 45 49 53.     (N) 095 17 03.     (W)   SCALED    
 QP0647* NAVD 88 ORTHO HEIGHT -   429.585  (meters)    1409.40  (feet) ADJUSTED  
 QP0647  ______________________________________________________________________
 QP0647  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 QP0647  DYNAMIC HEIGHT  -        429.580 (meters)     1409.38  (feet) COMP
 QP0647  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 QP0647
 QP0647  VERT ORDER      -  SECOND    CLASS 0
 QP0647
 QP0647.The horizontal coordinates were scaled from a topographic map and have
 QP0647.an estimated accuracy of +/- 6 seconds.
 QP0647.
 QP0647.The orthometric height was determined by differential leveling and
 QP0647.adjusted in June 1991.
 QP0647
 QP0647.Photographs are available for this station.
 QP0647
 QP0647.The dynamic height is computed by dividing the NAVD 88
 QP0647.geopotential number by the normal gravity value computed on the
 QP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0647.degrees latitude (g = 980.6199 gals.).
 QP0647
 QP0647.The modeled gravity was interpolated from observed gravity values.
 QP0647
 QP0647;                    North         East    Units  Estimated Accuracy
 QP0647;SPC MN C     -   192,930.      719,650.      MT  (+/- 180 meters Scaled)
 QP0647
 QP0647                          SUPERSEDED SURVEY CONTROL
 QP0647
 QP0647  NGVD 29 (??/??/92)  429.378  (m)         1408.72   (f) ADJ UNCH    2 0
 QP0647
 QP0647.Superseded values are not recommended for survey control.
 QP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0647.See file dsdata.txt to determine how the superseded data were derived.
 QP0647
 QP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL225778(NAD 83)
 QP0647
 QP0647_MARKER: DB = BENCH MARK DISK
 QP0647_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0647_SP_SET: BRIDGE
 QP0647_STAMPING: 2180 CC 1966
 QP0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0647+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2006
 QP0647
 QP0647  HISTORY     - Date     Condition        Report By
 QP0647  HISTORY     - 1966     MONUMENTED       MNDT
 QP0647  HISTORY     - 1968     GOOD             MNDT
 QP0647  HISTORY     - 20060807 GOOD             USPSQD
 QP0647
 QP0647                          STATION DESCRIPTION
 QP0647
 QP0647'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0647'4.0 MI S FROM NELSON.
 QP0647'MARK IS LOCATED ABOUT 4.0 MILES SOUTH OF NELSON.  MARK IS A STANDARD
 QP0647'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-CC 1966 SET IN THE
 QP0647'SOUTHEAST CORNER OF BR. 21819, COUNTY ROAD 17 OVER FAI 94.  NW 1/4
 QP0647'SECTION 12, T 127N, R 37W.
 QP0647
 QP0647                          STATION RECOVERY (2006)
 QP0647
 QP0647'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHO)
 QP0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0646 ***********************************************************************
 QP0646  DESIGNATION -  2180 CC 1
 QP0646  PID         -  QP0646
 QP0646  STATE/COUNTY-  MN/DOUGLAS
 QP0646  COUNTRY     -  US
 QP0646  USGS QUAD   -  FORADA (1994)
 QP0646
 QP0646                         *CURRENT SURVEY CONTROL
 QP0646  ______________________________________________________________________
 QP0646* NAD 83(1986) POSITION- 45 49 57.     (N) 095 17 02.     (W)   SCALED    
 QP0646* NAVD 88 ORTHO HEIGHT -   423.811  (meters)    1390.45  (feet) ADJUSTED  
 QP0646  ______________________________________________________________________
 QP0646  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 QP0646  DYNAMIC HEIGHT  -        423.806 (meters)     1390.44  (feet) COMP
 QP0646  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 QP0646
 QP0646  VERT ORDER      -  SECOND    CLASS 0
 QP0646
 QP0646.The horizontal coordinates were scaled from a topographic map and have
 QP0646.an estimated accuracy of +/- 6 seconds.
 QP0646.
 QP0646.The orthometric height was determined by differential leveling and
 QP0646.adjusted in June 1991.
 QP0646
 QP0646.Photographs are available for this station.
 QP0646
 QP0646.The dynamic height is computed by dividing the NAVD 88
 QP0646.geopotential number by the normal gravity value computed on the
 QP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0646.degrees latitude (g = 980.6199 gals.).
 QP0646
 QP0646.The modeled gravity was interpolated from observed gravity values.
 QP0646
 QP0646;                    North         East    Units  Estimated Accuracy
 QP0646;SPC MN C     -   193,050.      719,680.      MT  (+/- 180 meters Scaled)
 QP0646
 QP0646                          SUPERSEDED SURVEY CONTROL
 QP0646
 QP0646  NGVD 29 (??/??/92)  423.604  (m)         1389.77   (f) ADJ UNCH    2 0
 QP0646
 QP0646.Superseded values are not recommended for survey control.
 QP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0646.See file dsdata.txt to determine how the superseded data were derived.
 QP0646
 QP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL226779(NAD 83)
 QP0646
 QP0646_MARKER: DB = BENCH MARK DISK
 QP0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0646_STAMPING: 2180 CC 1 1966
 QP0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0646+STABILITY: SURFACE MOTION
 QP0646
 QP0646  HISTORY     - Date     Condition        Report By
 QP0646  HISTORY     - 1966     MONUMENTED       MNDT
 QP0646  HISTORY     - 1968     GOOD             MNDT
 QP0646
 QP0646                          STATION DESCRIPTION
 QP0646
 QP0646'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0646'4.0 MI S FROM NELSON.
 QP0646'MARK IS LOCATED ABOUT 4.0 MILES SOUTH OF NELSON.  MARK IS A STANDARD
 QP0646'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-CC1 1966 SET IN A
 QP0646'PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET NORTH OF WESTBOUND FAI 94
 QP0646'CENTERLINE, 145 FEET EAST OF COUNTY ROAD 17 CENTERLINE, 1 FOOT SOUTH
 QP0646'OF THE NORTH R/W FENCE, 1.0 FOOT NORTH OF A STEEL WITNESS POST, AND
 QP0646'PROJECTS ABOUT 2 INCHES.  SW 1/4 SECTION 1, T 127N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0870 ***********************************************************************
 QP0870  DESIGNATION -  2180 D
 QP0870  PID         -  QP0870
 QP0870  STATE/COUNTY-  MN/DOUGLAS
 QP0870  COUNTRY     -  US
 QP0870  USGS QUAD   -  QUAM LAKE (1966)
 QP0870
 QP0870                         *CURRENT SURVEY CONTROL
 QP0870  ______________________________________________________________________
 QP0870* NAD 83(2007) POSITION- 45 59 22.57080(N) 095 42 54.90711(W)   ADJUSTED  
 QP0870* NAD 83(2007) ELLIP HT-   381.218 (meters)        (02/10/07)   ADJUSTED
 QP0870* NAD 83(2007) EPOCH   -  2002.00
 QP0870* NAVD 88 ORTHO HEIGHT -   407.534  (meters)    1337.05  (feet) ADJUSTED  
 QP0870  ______________________________________________________________________
 QP0870  NAD 83(2007) X  -   -442,097.607 (meters)                     COMP
 QP0870  NAD 83(2007) Y  - -4,417,348.285 (meters)                     COMP
 QP0870  NAD 83(2007) Z  -  4,564,718.868 (meters)                     COMP
 QP0870  LAPLACE CORR    -          0.96  (seconds)                    DEFLEC09
 QP0870  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 QP0870  DYNAMIC HEIGHT  -        407.528 (meters)     1337.03  (feet) COMP
 QP0870  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QP0870
 QP0870  VERT ORDER      -  SECOND    CLASS I
 QP0870
 QP0870  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0870  Type                                         Horiz  Ellip  Dist(km)
 QP0870  -------------------------------------------------------------------
 QP0870  NETWORK                                       0.59   0.59
 QP0870  -------------------------------------------------------------------
 QP0870  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.22      2.78
 QP0870  -------------------------------------------------------------------
 QP0870  NOTE: Click here for information on individual local accuracy
 QP0870  values and other accuracy information.
 QP0870
 QP0870
 QP0870.The horizontal coordinates were established by GPS observations
 QP0870.and adjusted by the National Geodetic Survey in February 2007.
 QP0870
 QP0870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0870.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0870
 QP0870.The horizontal coordinates are valid at the epoch date displayed above
 QP0870.which is a decimal equivalence of Year/Month/Day.
 QP0870
 QP0870.The orthometric height was determined by differential leveling and
 QP0870.adjusted in August 2000.
 QP0870
 QP0870.Photographs are available for this station.
 QP0870
 QP0870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0870
 QP0870.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0870
 QP0870.The ellipsoidal height was determined by GPS observations
 QP0870.and is referenced to NAD 83.
 QP0870
 QP0870.The dynamic height is computed by dividing the NAVD 88
 QP0870.geopotential number by the normal gravity value computed on the
 QP0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0870.degrees latitude (g = 980.6199 gals.).
 QP0870
 QP0870.The modeled gravity was interpolated from observed gravity values.
 QP0870
 QP0870. The following values were computed from the NAD 83(2007) position.
 QP0870
 QP0870;                    North         East     Units Scale Factor Converg.
 QP0870;SPC MN C     -   211,040.383   686,488.767   MT  0.99994009   -1 03 35.8
 QP0870;SPC MN C     -   692,388.32  2,252,255.23   sFT  0.99994009   -1 03 35.8
 QP0870;UTM  15      - 5,096,477.276   289,715.003   MT  1.00014364   -1 57 12.8
 QP0870
 QP0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0870!SPC MN C     -   0.99994024  x   0.99994009  =   0.99988033
 QP0870!UTM  15      -   0.99994024  x   1.00014364  =   1.00008387
 QP0870
 QP0870:                Primary Azimuth Mark                     Grid Az
 QP0870:SPC MN C     -  2180 39 A                                316 20 02.6
 QP0870:UTM  15      -  2180 39 A                                317 13 39.6
 QP0870
 QP0870|---------------------------------------------------------------------|
 QP0870| PID    Reference Object                     Distance      Geod. Az  |
 QP0870|                                                           dddmmss.s |
 QP0870| QP0973 2180 39 A                           APPROX. 1.4 KM 3151626.8 |
 QP0870|---------------------------------------------------------------------|
 QP0870
 QP0870                          SUPERSEDED SURVEY CONTROL
 QP0870
 QP0870  NAD 83(1996)-  45 59 22.57036(N)    095 42 54.90670(W) AD(       ) 1
 QP0870  ELLIP H (04/26/05)  381.241  (m)                       GP(       ) 3 2
 QP0870  NAVD 88 (04/26/05)  407.53   (m)         1337.0    (f) LEVELING    3  
 QP0870  NAVD 88 (06/15/91)  407.526  (m)         1337.02   (f) SUPERSEDED  2 0
 QP0870  NGVD 29 (??/??/92)  407.332  (m)         1336.39   (f) ADJ UNCH    2 0
 QP0870
 QP0870.Superseded values are not recommended for survey control.
 QP0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0870.See file dsdata.txt to determine how the superseded data were derived.
 QP0870
 QP0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8971596477(NAD 83)
 QP0870
 QP0870_MARKER: DB = BENCH MARK DISK
 QP0870_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0870_SP_SET: MONUMENT
 QP0870_STAMPING: 2180 D 1966
 QP0870_MARK LOGO: MNHD  
 QP0870_PROJECTION: RECESSED 5 CENTIMETERS
 QP0870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0870+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 QP0870
 QP0870  HISTORY     - Date     Condition        Report By
 QP0870  HISTORY     - 1966     MONUMENTED       MNDT
 QP0870  HISTORY     - 1967     GOOD             MNDT
 QP0870  HISTORY     - 19950207 GOOD             MNDT
 QP0870  HISTORY     - 20041115 GOOD             MNDT
 QP0870  HISTORY     - 20050105 GOOD             MNDT
 QP0870
 QP0870                          STATION DESCRIPTION
 QP0870
 QP0870'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0870'1.0 MI SW FROM EVANSVILLE.
 QP0870'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 D
 QP0870'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0870'THE CENTERLINE OF EAST BOUND F.A.I. 94 (STA. 2570+95), 1.0 FOOT NORTH
 QP0870'OF A STEEL WITNESS POST, ABOUT 500 FEET EAST OF A DEAD END ROAD AND
 QP0870'FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE NE 1/4, SECTION 16,
 QP0870'T129N, R40W.  ABOUT 1.0 MILE SOUTHWEST OF EVANSVILLE ALONG F.A.I. 94.
 QP0870
 QP0870                          STATION RECOVERY (1995)
 QP0870
 QP0870'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP0870'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP0870
 QP0870                          STATION RECOVERY (2004)
 QP0870
 QP0870'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP0870'1.0 MILES SOUTHWEST OF EVANSVILLE, 0.9 MILES SOUTHEAST ON INTERSTATE
 QP0870'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 79 AND INTERSTATE HIGHWAY 94
 QP0870'AT EVANSVILLE, AT INTERSTATE HIGHWAY 94 MILEPOINT 83.65, 97 FEET SOUTH
 QP0870'OF EASTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 STATION
 QP0870'2570+95, 500 FEET EAST OF DEAD END ROAD, 1.0 FEET NORTH OF WITNESS POS
 QP0870
 QP0870                          STATION RECOVERY (2005)
 QP0870
 QP0870'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0870'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0645 ***********************************************************************
 QP0645  DESIGNATION -  2180 DD
 QP0645  PID         -  QP0645
 QP0645  STATE/COUNTY-  MN/DOUGLAS
 QP0645  COUNTRY     -  US
 QP0645  USGS QUAD   -  FORADA (1994)
 QP0645
 QP0645                         *CURRENT SURVEY CONTROL
 QP0645  ______________________________________________________________________
 QP0645* NAD 83(1986) POSITION- 45 49 54.     (N) 095 15 49.     (W)   SCALED    
 QP0645* NAVD 88 ORTHO HEIGHT -   418.709  (meters)    1373.71  (feet) ADJUSTED  
 QP0645  ______________________________________________________________________
 QP0645  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 QP0645  DYNAMIC HEIGHT  -        418.704 (meters)     1373.70  (feet) COMP
 QP0645  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QP0645
 QP0645  VERT ORDER      -  SECOND    CLASS 0
 QP0645
 QP0645.The horizontal coordinates were scaled from a topographic map and have
 QP0645.an estimated accuracy of +/- 6 seconds.
 QP0645.
 QP0645.The orthometric height was determined by differential leveling and
 QP0645.adjusted in June 1991.
 QP0645
 QP0645.Photographs are available for this station.
 QP0645
 QP0645.The dynamic height is computed by dividing the NAVD 88
 QP0645.geopotential number by the normal gravity value computed on the
 QP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0645.degrees latitude (g = 980.6199 gals.).
 QP0645
 QP0645.The modeled gravity was interpolated from observed gravity values.
 QP0645
 QP0645;                    North         East    Units  Estimated Accuracy
 QP0645;SPC MN C     -   192,940.      721,250.      MT  (+/- 180 meters Scaled)
 QP0645
 QP0645                          SUPERSEDED SURVEY CONTROL
 QP0645
 QP0645  NGVD 29 (??/??/92)  418.503  (m)         1373.04   (f) ADJ UNCH    2 0
 QP0645
 QP0645.Superseded values are not recommended for survey control.
 QP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0645.See file dsdata.txt to determine how the superseded data were derived.
 QP0645
 QP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL241778(NAD 83)
 QP0645
 QP0645_MARKER: DB = BENCH MARK DISK
 QP0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0645_STAMPING: 2180 DD 1966
 QP0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0645+STABILITY: SURFACE MOTION
 QP0645
 QP0645  HISTORY     - Date     Condition        Report By
 QP0645  HISTORY     - 1966     MONUMENTED       MNDT
 QP0645  HISTORY     - 1968     GOOD             MNDT
 QP0645
 QP0645                          STATION DESCRIPTION
 QP0645
 QP0645'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0645'4.0 MI S FROM NELSON.
 QP0645'MARK IS LOCATED ABOUT 4.0 MILES SOUTH OF NELSON.  MARK IS A STANDARD
 QP0645'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 DD 1966, SET IN A
 QP0645'PRE-CAST CONCRETE MONUMENT.  MARK IS 105 FEET SOUTH OF EASTBOUND FAI
 QP0645'94 CENTERLINE, 30 FEET EAST OF A DEAD-END COUNTY ROAD (104), 1 FOOT
 QP0645'SOUTH OF A STEEL WITNESS POST AND FLUSH WITH GROUND.  NW 1/4 SECTION
 QP0645'7, T 127N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0643 ***********************************************************************
 QP0643  DESIGNATION -  2180 DD 1
 QP0643  PID         -  QP0643
 QP0643  STATE/COUNTY-  MN/DOUGLAS
 QP0643  COUNTRY     -  US
 QP0643  USGS QUAD   -  OSAKIS (1977)
 QP0643
 QP0643                         *CURRENT SURVEY CONTROL
 QP0643  ______________________________________________________________________
 QP0643* NAD 83(1986) POSITION- 45 49 56.04   (N) 095 14 35.35   (W)   HD_HELD1  
 QP0643* NAVD 88 ORTHO HEIGHT -   416.633  (meters)    1366.90  (feet) ADJUSTED  
 QP0643  ______________________________________________________________________
 QP0643  GEOID HEIGHT    -        -26.15  (meters)                     GEOID09
 QP0643  DYNAMIC HEIGHT  -        416.627 (meters)     1366.88  (feet) COMP
 QP0643  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 QP0643
 QP0643  VERT ORDER      -  SECOND    CLASS 0
 QP0643
 QP0643.The horizontal coordinates were established by differentially corrected
 QP0643.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0643.
 QP0643.The orthometric height was determined by differential leveling and
 QP0643.adjusted in June 1991.
 QP0643
 QP0643.Photographs are available for this station.
 QP0643
 QP0643.The dynamic height is computed by dividing the NAVD 88
 QP0643.geopotential number by the normal gravity value computed on the
 QP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0643.degrees latitude (g = 980.6199 gals.).
 QP0643
 QP0643.The modeled gravity was interpolated from observed gravity values.
 QP0643
 QP0643;                    North         East    Units  Estimated Accuracy
 QP0643;SPC MN C     -   192,983.5     722,840.0     MT  (+/- 3 meters HH1 GPS) 
 QP0643
 QP0643                          SUPERSEDED SURVEY CONTROL
 QP0643
 QP0643  NGVD 29 (??/??/92)  416.427  (m)         1366.23   (f) ADJ UNCH    2 0
 QP0643
 QP0643.Superseded values are not recommended for survey control.
 QP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0643.See file dsdata.txt to determine how the superseded data were derived.
 QP0643
 QP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2578477854(NAD 83)
 QP0643
 QP0643_MARKER: DB = BENCH MARK DISK
 QP0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0643_STAMPING: 2180 DD 1 1966
 QP0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0643+STABILITY: SURFACE MOTION
 QP0643
 QP0643  HISTORY     - Date     Condition        Report By
 QP0643  HISTORY     - 1966     MONUMENTED       MNDT
 QP0643  HISTORY     - 1968     GOOD             MNDT
 QP0643
 QP0643                          STATION DESCRIPTION
 QP0643
 QP0643'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0643'4.0 MI S FROM NELSON.
 QP0643'MARK IS LOCATED ABOUT 4 MILES SOUTH OF NELSON.  MARK IS A STANDARD
 QP0643'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 DD1 1966, SET IN A
 QP0643'PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET NORTH OF FAI 94 WESTBOUND
 QP0643'(STA. 3970+), 3 FEET SOUTH OF THE NORTH R/W FENCE, 1 FOOT SOUTH OF A
 QP0643'STEEL WITNESS POST, 100 FEET EAST OF A DEAD-END ROAD NORTH (CO.RD. 31)
 QP0643'AND PROJECTS ABOUT 6 INCHES.  SW 1/4 SECTION 5, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0641 ***********************************************************************
 QP0641  DESIGNATION -  2180 DD 2
 QP0641  PID         -  QP0641
 QP0641  STATE/COUNTY-  MN/DOUGLAS
 QP0641  COUNTRY     -  US
 QP0641  USGS QUAD   -  OSAKIS (1977)
 QP0641
 QP0641                         *CURRENT SURVEY CONTROL
 QP0641  ______________________________________________________________________
 QP0641* NAD 83(1986) POSITION- 45 49 52.83   (N) 095 13 20.57   (W)   HD_HELD1  
 QP0641* NAVD 88 ORTHO HEIGHT -   415.643  (meters)    1363.66  (feet) ADJUSTED  
 QP0641  ______________________________________________________________________
 QP0641  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 QP0641  DYNAMIC HEIGHT  -        415.637 (meters)     1363.64  (feet) COMP
 QP0641  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QP0641
 QP0641  VERT ORDER      -  SECOND    CLASS 0
 QP0641
 QP0641.The horizontal coordinates were established by differentially corrected
 QP0641.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0641.
 QP0641.The orthometric height was determined by differential leveling and
 QP0641.adjusted in June 1991.
 QP0641
 QP0641.Photographs are available for this station.
 QP0641
 QP0641.The dynamic height is computed by dividing the NAVD 88
 QP0641.geopotential number by the normal gravity value computed on the
 QP0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0641.degrees latitude (g = 980.6199 gals.).
 QP0641
 QP0641.The modeled gravity was interpolated from observed gravity values.
 QP0641
 QP0641;                    North         East    Units  Estimated Accuracy
 QP0641;SPC MN C     -   192,864.4     724,452.6     MT  (+/- 3 meters HH1 GPS) 
 QP0641
 QP0641                          SUPERSEDED SURVEY CONTROL
 QP0641
 QP0641  NGVD 29 (??/??/92)  415.438  (m)         1362.98   (f) ADJ UNCH    2 0
 QP0641
 QP0641.Superseded values are not recommended for survey control.
 QP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0641.See file dsdata.txt to determine how the superseded data were derived.
 QP0641
 QP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2739577710(NAD 83)
 QP0641
 QP0641_MARKER: DB = BENCH MARK DISK
 QP0641_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0641_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0641_STAMPING: 2180 DD 2 1966
 QP0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0641+STABILITY: SURFACE MOTION
 QP0641
 QP0641  HISTORY     - Date     Condition        Report By
 QP0641  HISTORY     - 1966     MONUMENTED       MNDT
 QP0641  HISTORY     - 1968     GOOD             MNDT
 QP0641
 QP0641                          STATION DESCRIPTION
 QP0641
 QP0641'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0641'3.5 MI SW FROM OSAKIS.
 QP0641'MARK IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF OSAKIS.  MARK IS A
 QP0641'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 DD 2 1966 SET
 QP0641'IN A PRECAST CONCRETE MONUMENT.  MARK IS 98 FEET SOUTH OF FAI 94 (STA.
 QP0641'2023), 2 FEET NORTH OF THE SOUTH R/W FENCE, 3 FEET NORTHWEST OF A WOOD
 QP0641'WITNESS POST, 100 FEET EAST OF A DEAD-END COUNTY ROAD SOUTH, 700 FEET
 QP0641'EAST OF HIGHWAY MILE POST NO. 111, AND PROJECTS ABOUT 2 INCHES. SW
 QP0641'CORNER SECTION 4, T 127N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0864 ***********************************************************************
 QP0864  DESIGNATION -  2180 E
 QP0864  PID         -  QP0864
 QP0864  STATE/COUNTY-  MN/DOUGLAS
 QP0864  COUNTRY     -  US
 QP0864  USGS QUAD   -  QUAM LAKE (1966)
 QP0864
 QP0864                         *CURRENT SURVEY CONTROL
 QP0864  ______________________________________________________________________
 QP0864* NAD 83(1986) POSITION- 45 59 08.67   (N) 095 41 47.98   (W)   HD_HELD1  
 QP0864* NAVD 88 ORTHO HEIGHT -   415.412  (meters)    1362.90  (feet) ADJUSTED  
 QP0864  ______________________________________________________________________
 QP0864  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 QP0864  DYNAMIC HEIGHT  -        415.406 (meters)     1362.88  (feet) COMP
 QP0864  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QP0864
 QP0864  VERT ORDER      -  SECOND    CLASS I
 QP0864
 QP0864.The horizontal coordinates were established by differentially corrected
 QP0864.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0864.
 QP0864.The orthometric height was determined by differential leveling and
 QP0864.adjusted in June 1991.
 QP0864
 QP0864.Photographs are available for this station.
 QP0864
 QP0864.The dynamic height is computed by dividing the NAVD 88
 QP0864.geopotential number by the normal gravity value computed on the
 QP0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0864.degrees latitude (g = 980.6199 gals.).
 QP0864
 QP0864.The modeled gravity was interpolated from observed gravity values.
 QP0864
 QP0864;                    North         East    Units  Estimated Accuracy
 QP0864;SPC MN C     -   210,584.8     687,921.0     MT  (+/- 3 meters HH1 GPS) 
 QP0864
 QP0864                          SUPERSEDED SURVEY CONTROL
 QP0864
 QP0864  NGVD 29 (??/??/92)  415.214  (m)         1362.25   (f) ADJ UNCH    2 0
 QP0864
 QP0864.Superseded values are not recommended for survey control.
 QP0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0864.See file dsdata.txt to determine how the superseded data were derived.
 QP0864
 QP0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9114095999(NAD 83)
 QP0864
 QP0864_MARKER: DB = BENCH MARK DISK
 QP0864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0864_SP_SET: BRIDGE ABUTMENT
 QP0864_STAMPING: 2180 E 1966
 QP0864_MARK LOGO: MNHD  
 QP0864_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0864+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 QP0864
 QP0864  HISTORY     - Date     Condition        Report By
 QP0864  HISTORY     - 1966     MONUMENTED       MNHD
 QP0864  HISTORY     - 1967     GOOD             MNDT
 QP0864  HISTORY     - 20050105 GOOD             MNDT
 QP0864
 QP0864                          STATION DESCRIPTION
 QP0864
 QP0864'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0864'1.5 MI S FROM EVANSVILLE.
 QP0864'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 E
 QP0864'1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21823).
 QP0864'WESTBOUND F.A.I. 94 OVER COUNTY ROAD NO. 1.  MARK IS LOCATED IN THE SE
 QP0864'1/4, SECTION 15, T129N, R40W.  ABOUT 1.5 MILES SOUTH OF EVANSVILLE.
 QP0864
 QP0864                          STATION RECOVERY (2005)
 QP0864
 QP0864'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP0864'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF MILLERVILLE,
 QP0864'5.8 MI (9.3 KM) EAST OF ERDAHL, 4.9 MI (7.9 KM) WEST-NORTHWEST OF
 QP0864'BRANDON AND 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF EVANSVILLE.
 QP0864' 
 QP0864'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF EVANSVILLE, AT I-94 MILE POINT
 QP0864'84.7.
 QP0864' 
 QP0864'THE MARK IS FOUND IN THE SOUTHEAST ABUTMENT OF WESTBOUND I-94 BRIDGE
 QP0864'NUMBER 21823 OVER COUNTY ROAD 1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0866 ***********************************************************************
 QP0866  DESIGNATION -  2180 E CHK PT
 QP0866  PID         -  QP0866
 QP0866  STATE/COUNTY-  MN/DOUGLAS
 QP0866  COUNTRY     -  US
 QP0866  USGS QUAD   -  QUAM LAKE (1966)
 QP0866
 QP0866                         *CURRENT SURVEY CONTROL
 QP0866  ______________________________________________________________________
 QP0866* NAD 83(1986) POSITION- 45 59 08.     (N) 095 41 51.     (W)   SCALED    
 QP0866* NAVD 88 ORTHO HEIGHT -   409.179  (meters)    1342.45  (feet) ADJUSTED  
 QP0866  ______________________________________________________________________
 QP0866  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 QP0866  DYNAMIC HEIGHT  -        409.173 (meters)     1342.43  (feet) COMP
 QP0866  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QP0866
 QP0866  VERT ORDER      -  SECOND    CLASS 0
 QP0866
 QP0866.The horizontal coordinates were scaled from a topographic map and have
 QP0866.an estimated accuracy of +/- 6 seconds.
 QP0866.
 QP0866.The orthometric height was determined by differential leveling and
 QP0866.adjusted in June 1991.
 QP0866
 QP0866.The dynamic height is computed by dividing the NAVD 88
 QP0866.geopotential number by the normal gravity value computed on the
 QP0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0866.degrees latitude (g = 980.6199 gals.).
 QP0866
 QP0866.The modeled gravity was interpolated from observed gravity values.
 QP0866
 QP0866;                    North         East    Units  Estimated Accuracy
 QP0866;SPC MN C     -   210,570.      687,860.      MT  (+/- 180 meters Scaled)
 QP0866
 QP0866                          SUPERSEDED SURVEY CONTROL
 QP0866
 QP0866  NGVD 29 (??/??/92)  408.981  (m)         1341.80   (f) ADJ UNCH    2 0
 QP0866
 QP0866.Superseded values are not recommended for survey control.
 QP0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0866.See file dsdata.txt to determine how the superseded data were derived.
 QP0866
 QP0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL910959(NAD 83)
 QP0866
 QP0866_MARKER: Q = CHISELED SQUARE
 QP0866_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QP0866_SP_SET: BRIDGE
 QP0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0866
 QP0866  HISTORY     - Date     Condition        Report By
 QP0866  HISTORY     - UNK      MONUMENTED       MNHD
 QP0866  HISTORY     - 1967     GOOD             MNDT
 QP0866
 QP0866                          STATION DESCRIPTION
 QP0866
 QP0866'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0866'1.5 MI S FROM EVANSVILLE.
 QP0866'MARK IS A CHISELED SQUARE BETWEEN TWO BRIDGE PILLARS (BR. NO. 21823)
 QP0866'ON THE EAST SIDE OF FAI 94 WESTBOUND.  MARK IS IN THE BASE OF THE
 QP0866'FOOTING OF THE SLOPE PROTECTION CONCRETE WALL.  MARK IS LOCATED IN THE
 QP0866'SE 1/4 ABOUT 1.5 MILES SOUTH OF EVANSVILLE.  SECTION 15, T 129N, R
 QP0866'40W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0640 ***********************************************************************
 QP0640  DESIGNATION -  2180 EE
 QP0640  PID         -  QP0640
 QP0640  STATE/COUNTY-  MN/DOUGLAS
 QP0640  COUNTRY     -  US
 QP0640  USGS QUAD   -  OSAKIS (1977)
 QP0640
 QP0640                         *CURRENT SURVEY CONTROL
 QP0640  ______________________________________________________________________
 QP0640* NAD 83(1986) POSITION- 45 49 54.     (N) 095 12 06.     (W)   SCALED    
 QP0640* NAVD 88 ORTHO HEIGHT -   425.844  (meters)    1397.12  (feet) ADJUSTED  
 QP0640  ______________________________________________________________________
 QP0640  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 QP0640  DYNAMIC HEIGHT  -        425.838 (meters)     1397.10  (feet) COMP
 QP0640  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 QP0640
 QP0640  VERT ORDER      -  SECOND    CLASS 0
 QP0640
 QP0640.The horizontal coordinates were scaled from a topographic map and have
 QP0640.an estimated accuracy of +/- 6 seconds.
 QP0640.
 QP0640.The orthometric height was determined by differential leveling and
 QP0640.adjusted in June 1991.
 QP0640
 QP0640.Photographs are available for this station.
 QP0640
 QP0640.The dynamic height is computed by dividing the NAVD 88
 QP0640.geopotential number by the normal gravity value computed on the
 QP0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0640.degrees latitude (g = 980.6199 gals.).
 QP0640
 QP0640.The modeled gravity was interpolated from observed gravity values.
 QP0640
 QP0640;                    North         East    Units  Estimated Accuracy
 QP0640;SPC MN C     -   192,880.      726,060.      MT  (+/- 180 meters Scaled)
 QP0640
 QP0640                          SUPERSEDED SURVEY CONTROL
 QP0640
 QP0640  NGVD 29 (??/??/92)  425.639  (m)         1396.45   (f) ADJ UNCH    2 0
 QP0640
 QP0640.Superseded values are not recommended for survey control.
 QP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0640.See file dsdata.txt to determine how the superseded data were derived.
 QP0640
 QP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL290777(NAD 83)
 QP0640
 QP0640_MARKER: DB = BENCH MARK DISK
 QP0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0640_STAMPING: 2180 EE 1966
 QP0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0640
 QP0640  HISTORY     - Date     Condition        Report By
 QP0640  HISTORY     - 1966     MONUMENTED       MNDT
 QP0640  HISTORY     - 1968     GOOD             MNDT
 QP0640
 QP0640                          STATION DESCRIPTION
 QP0640
 QP0640'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0640'3.0 MI SW FROM OSAKIS.
 QP0640'MARK IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF OSAKIS.  MARK IS A
 QP0640'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 EE 1966, SET
 QP0640'IN THE SOUTHEAST CORNER OF BR. 21820, COUNTY ROAD 2 OVER FAI 94.  SW
 QP0640'1/4 SECTION 3, T 127N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0639 ***********************************************************************
 QP0639  DESIGNATION -  2180 EE 1
 QP0639  PID         -  QP0639
 QP0639  STATE/COUNTY-  MN/DOUGLAS
 QP0639  COUNTRY     -  US
 QP0639  USGS QUAD   -  OSAKIS (1977)
 QP0639
 QP0639                         *CURRENT SURVEY CONTROL
 QP0639  ______________________________________________________________________
 QP0639* NAD 83(2007) POSITION- 45 49 57.77542(N) 095 10 47.88367(W)   ADJUSTED  
 QP0639* NAD 83(2007) ELLIP HT-   383.724 (meters)        (10/07/09)   ADJUSTED
 QP0639* NAD 83(2007) EPOCH   -  2002.00
 QP0639* NAVD 88 ORTHO HEIGHT -   409.945  (meters)    1344.96  (feet) ADJUSTED  
 QP0639  ______________________________________________________________________
 QP0639  NAD 83(2007) X  -   -401,940.996 (meters)                     COMP
 QP0639  NAD 83(2007) Y  - -4,433,762.108 (meters)                     COMP
 QP0639  NAD 83(2007) Z  -  4,552,587.061 (meters)                     COMP
 QP0639  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC09
 QP0639  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 QP0639  DYNAMIC HEIGHT  -        409.939 (meters)     1344.94  (feet) COMP
 QP0639  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 QP0639
 QP0639  HORZ ORDER      -  FIRST
 QP0639  VERT ORDER      -  SECOND    CLASS 0
 QP0639  ELLP ORDER      -  THIRD     CLASS I
 QP0639
 QP0639.The horizontal coordinates were established by GPS observations
 QP0639.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QP0639
 QP0639.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0639.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0639
 QP0639.The horizontal coordinates are valid at the epoch date displayed above
 QP0639.which is a decimal equivalence of Year/Month/Day.
 QP0639
 QP0639.The orthometric height was determined by differential leveling and
 QP0639.adjusted in June 1991.
 QP0639
 QP0639.Photographs are available for this station.
 QP0639
 QP0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0639
 QP0639.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0639
 QP0639.The ellipsoidal height was determined by GPS observations
 QP0639.and is referenced to NAD 83.
 QP0639
 QP0639.The dynamic height is computed by dividing the NAVD 88
 QP0639.geopotential number by the normal gravity value computed on the
 QP0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0639.degrees latitude (g = 980.6199 gals.).
 QP0639
 QP0639.The modeled gravity was interpolated from observed gravity values.
 QP0639
 QP0639. The following values were computed from the NAD 83(2007) position.
 QP0639
 QP0639;                    North         East     Units Scale Factor Converg.
 QP0639;SPC MN C     -   192,977.452   727,749.386   MT  0.99996019   -0 40 21.8
 QP0639;SPC MN C     -   633,126.86  2,387,624.44   sFT  0.99996019   -0 40 21.8
 QP0639;UTM  15      - 5,077,772.201   330,693.219   MT  0.99995241   -1 33 50.7
 QP0639
 QP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0639!SPC MN C     -   0.99993985  x   0.99996019  =   0.99990004
 QP0639!UTM  15      -   0.99993985  x   0.99995241  =   0.99989226
 QP0639
 QP0639                          SUPERSEDED SURVEY CONTROL
 QP0639
 QP0639  NAVD 88 (10/07/09)  410.00   (m)         1345.1    (f) LEVELING    3  
 QP0639  NGVD 29 (??/??/92)  409.741  (m)         1344.29   (f) ADJ UNCH    2 0
 QP0639
 QP0639.Superseded values are not recommended for survey control.
 QP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0639.See file dsdata.txt to determine how the superseded data were derived.
 QP0639
 QP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3069377772(NAD 83)
 QP0639
 QP0639_MARKER: DB = BENCH MARK DISK
 QP0639_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0639_STAMPING: 2180 EE 1 1966
 QP0639_MARK LOGO: MNHD  
 QP0639_PROJECTION: RECESSED 46 CENTIMETERS
 QP0639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0639+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2009
 QP0639
 QP0639  HISTORY     - Date     Condition        Report By
 QP0639  HISTORY     - 1966     MONUMENTED       MNHD
 QP0639  HISTORY     - 1968     GOOD             MNDT
 QP0639  HISTORY     - 20090427 GOOD             MNDT
 QP0639
 QP0639                          STATION DESCRIPTION
 QP0639
 QP0639'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0639'2.3 MI SW FROM OSAKIS.
 QP0639'MARK IS LOCATED ABOUT 2.3 MILES SOUTHWEST OF OSAKIS.  MARK IS A
 QP0639'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 EE1 1966, SET
 QP0639'IN A PRE-CAST CONCRETE POST.  MARK IS 99 FEET NORTH OF FAI 94
 QP0639'WESTBOUND (STA. 4132), 1 FOOT SOUTH OF THE NORTH R/W FENCE, 600 FEET
 QP0639'EAST OF COUNTY ROAD NO. 103, 2 FEET SOUTHWEST OF A WOOD WITNESS POST
 QP0639'AND BURIED ABOUT 6 INCHES.  SW CORNER SECTION 2, T 127N, R 36W.
 QP0639
 QP0639                          STATION RECOVERY (2009)
 QP0639
 QP0639'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP0639'2.3 MILES SOUTHWEST OF OSAKIS, 1.15 MILES WEST ALONG INTERSTATE
 QP0639'HIGHWAY 94 FROM THE JUNCTION OF INERTSATE HIGHWAY 94 AND TRUNK HGHWAY
 QP0639'127 SOUTH OF OSAKIS, AT INTERSTATE HIGHWAY 94 MILEPOINT 113.3, 99 FEET
 QP0639'NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1.0 FOOT SOUTH OF NORTH
 QP0639'RIGHT-OF-WAY FENCE, 1.8 FEET SOUTHWEST OF WITNESS POST, 0.5 FOOT SOUTH
 QP0639'OF BENCH MARK SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0863 ***********************************************************************
 QP0863  DESIGNATION -  2180 F
 QP0863  PID         -  QP0863
 QP0863  STATE/COUNTY-  MN/DOUGLAS
 QP0863  COUNTRY     -  US
 QP0863  USGS QUAD   -  QUAM LAKE (1966)
 QP0863
 QP0863                         *CURRENT SURVEY CONTROL
 QP0863  ______________________________________________________________________
 QP0863* NAD 83(1986) POSITION- 45 59 04.6    (N) 095 40 34.3    (W)   HD_HELD2  
 QP0863* NAVD 88 ORTHO HEIGHT -   420.792  (meters)    1380.55  (feet) ADJUSTED  
 QP0863  ______________________________________________________________________
 QP0863  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 QP0863  DYNAMIC HEIGHT  -        420.786 (meters)     1380.53  (feet) COMP
 QP0863  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 QP0863
 QP0863  VERT ORDER      -  SECOND    CLASS I
 QP0863
 QP0863.The horizontal coordinates were established by autonomous hand held GPS
 QP0863.observations and have an estimated accuracy of +/- 10 meters.
 QP0863.
 QP0863.The orthometric height was determined by differential leveling and
 QP0863.adjusted in June 2011.
 QP0863
 QP0863.Photographs are available for this station.
 QP0863
 QP0863.The dynamic height is computed by dividing the NAVD 88
 QP0863.geopotential number by the normal gravity value computed on the
 QP0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0863.degrees latitude (g = 980.6199 gals.).
 QP0863
 QP0863.The modeled gravity was interpolated from observed gravity values.
 QP0863
 QP0863;                    North         East    Units  Estimated Accuracy
 QP0863;SPC MN C     -   210,430.      689,504.      MT  (+/- 10 meters HH2 GPS)
 QP0863
 QP0863                          SUPERSEDED SURVEY CONTROL
 QP0863
 QP0863  NAVD 88 (06/15/91)  420.813  (m)         1380.62   (f) SUPERSEDED  2 0
 QP0863  NGVD 29 (??/??/92)  420.612  (m)         1379.96   (f) ADJ UNCH    2 0
 QP0863
 QP0863.Superseded values are not recommended for survey control.
 QP0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0863.See file dsdata.txt to determine how the superseded data were derived.
 QP0863
 QP0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9272195820(NAD 83)
 QP0863
 QP0863_MARKER: DB = BENCH MARK DISK
 QP0863_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0863_SP_SET: MONUMENT
 QP0863_STAMPING: 2180 F 1966
 QP0863_MARK LOGO: MNHD  
 QP0863_PROJECTION: FLUSH
 QP0863_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0863+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 QP0863
 QP0863  HISTORY     - Date     Condition        Report By
 QP0863  HISTORY     - 1966     MONUMENTED       MNDT
 QP0863  HISTORY     - 1967     GOOD             MNDT
 QP0863  HISTORY     - 20050104 GOOD             MNDT
 QP0863
 QP0863                          STATION DESCRIPTION
 QP0863
 QP0863'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0863'1.5 MI SE FROM EVANSVILLE.
 QP0863'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 F
 QP0863'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 200 FEET NORTH OF
 QP0863'THE CENTERLINE OF WESTBOUND F.A.I. 94 (STA. 2673+00), 170 FEET SOUTH
 QP0863'OF THE CENTERLINE OF AN ENTRANCE, 30 FEET EAST OF THE CENTERLINE OF
 QP0863'COUNTY ROAD NO. 64, 1.0 FOOT SOUTH OF STEEL WITNESS POST ABOUT 110
 QP0863'FEET NORTH OF R/W FENCE AND PROJECTING 3 INCHES ABOVE GROUND.  MARK IS
 QP0863'LOCATED NEAR THE CENTER OF SECTION 14, T129N, R40W.  ABOUT 1.5 MILES
 QP0863'SOUTHEAST OF EVANSVILLE ALONG F.A.I. 94.
 QP0863
 QP0863                          STATION RECOVERY (2005)
 QP0863
 QP0863'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0863'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) WEST-NORTHWEST OF BRANDON
 QP0863'AND 1.4 MI (2.3 KM) SOUTH-SOUTHEAST OF EVANSVILLE.
 QP0863' 
 QP0863'TO REACH THE LOCATION OF CHECKPOINT FROM THE JUNCTION OF I-94 AND
 QP0863'TRUNK HIGHWAY 79, GO 2.85 MI (4.6 KM) SOUTHEAST ALONG I-94 FROM THE
 QP0863'JUNCTION OF I-94 AND TRUNK HIGHWAY 79, AT I-94 MILE POINT 85.70.
 QP0863' 
 QP0863'THE MARK IS FOUND AT I-94 STATION 2673+00, 200 FT (61.0 M) NORTH OF
 QP0863'WESTBOUND I-94, 170 FT (51.8 M) SOUTH OF ENTRANCE NUMBER 8857, 110 FT
 QP0863'(33.5 M) NORTH OF RIGHT OF WAY FENCE, 30 FT (9.1 M) EAST OF COUNTY
 QP0863'ROAD 64 AND 1.0 FT (0.3 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0638 ***********************************************************************
 QP0638  DESIGNATION -  2180 FF
 QP0638  PID         -  QP0638
 QP0638  STATE/COUNTY-  MN/DOUGLAS
 QP0638  COUNTRY     -  US
 QP0638  USGS QUAD   -  OSAKIS (1977)
 QP0638
 QP0638                         *CURRENT SURVEY CONTROL
 QP0638  ______________________________________________________________________
 QP0638* NAD 83(1986) POSITION- 45 49 57.58   (N) 095 09 23.87   (W)   HD_HELD1  
 QP0638* NAVD 88 ORTHO HEIGHT -   414.227  (meters)    1359.01  (feet) ADJUSTED  
 QP0638  ______________________________________________________________________
 QP0638  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 QP0638  DYNAMIC HEIGHT  -        414.220 (meters)     1358.99  (feet) COMP
 QP0638  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 QP0638
 QP0638  VERT ORDER      -  SECOND    CLASS 0
 QP0638
 QP0638.The horizontal coordinates were established by differentially corrected
 QP0638.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0638.
 QP0638.The orthometric height was determined by differential leveling and
 QP0638.adjusted in June 1991.
 QP0638
 QP0638.Photographs are available for this station.
 QP0638
 QP0638.The dynamic height is computed by dividing the NAVD 88
 QP0638.geopotential number by the normal gravity value computed on the
 QP0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0638.degrees latitude (g = 980.6199 gals.).
 QP0638
 QP0638.The modeled gravity was interpolated from observed gravity values.
 QP0638
 QP0638;                    North         East    Units  Estimated Accuracy
 QP0638;SPC MN C     -   192,950.4     729,562.3     MT  (+/- 3 meters HH1 GPS) 
 QP0638
 QP0638                          SUPERSEDED SURVEY CONTROL
 QP0638
 QP0638  NGVD 29 (??/??/92)  414.023  (m)         1358.34   (f) ADJ UNCH    2 0
 QP0638
 QP0638.Superseded values are not recommended for survey control.
 QP0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0638.See file dsdata.txt to determine how the superseded data were derived.
 QP0638
 QP0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3250577716(NAD 83)
 QP0638
 QP0638_MARKER: DB = BENCH MARK DISK
 QP0638_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0638_SP_SET: BRIDGE ABUTMENT
 QP0638_STAMPING: 2180 FF 1966
 QP0638_MARK LOGO: MNDT  
 QP0638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0638+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 QP0638
 QP0638  HISTORY     - Date     Condition        Report By
 QP0638  HISTORY     - 1966     MONUMENTED       MNDT
 QP0638  HISTORY     - 1968     GOOD             MNDT
 QP0638  HISTORY     - 19960415 GOOD             MNDT
 QP0638
 QP0638                          STATION DESCRIPTION
 QP0638
 QP0638'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0638'3.0 MI S FROM OSAKIS.
 QP0638'MARK IS LOCATED ABOUT 3.0 MILES SOUTH OF OSAKIS.  MARK IS A STANDARD
 QP0638'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 FF 1966, SET IN THE
 QP0638'SOUTHEAST CORNER OF BR. 21821, COUNTY ROAD 3 OVER FAI 94.  NW 1/4
 QP0638'SECTION 12, T 127N, R 36W.
 QP0638
 QP0638                          STATION RECOVERY (1996)
 QP0638
 QP0638'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP0638'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0862 ***********************************************************************
 QP0862  DESIGNATION -  2180 G
 QP0862  PID         -  QP0862
 QP0862  STATE/COUNTY-  MN/DOUGLAS
 QP0862  COUNTRY     -  US
 QP0862  USGS QUAD   -  QUAM LAKE (1966)
 QP0862
 QP0862                         *CURRENT SURVEY CONTROL
 QP0862  ______________________________________________________________________
 QP0862* NAD 83(2007) POSITION- 45 58 31.11333(N) 095 39 44.54795(W)   ADJUSTED  
 QP0862* NAD 83(2007) ELLIP HT-   386.643 (meters)        (02/10/07)   ADJUSTED
 QP0862* NAD 83(2007) EPOCH   -  2002.00
 QP0862* NAVD 88 ORTHO HEIGHT -   412.904  (meters)    1354.67  (feet) ADJUSTED  
 QP0862  ______________________________________________________________________
 QP0862  NAD 83(2007) X  -   -438,133.812 (meters)                     COMP
 QP0862  NAD 83(2007) Y  - -4,418,895.178 (meters)                     COMP
 QP0862  NAD 83(2007) Z  -  4,563,618.705 (meters)                     COMP
 QP0862  LAPLACE CORR    -          1.23  (seconds)                    DEFLEC09
 QP0862  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 QP0862  DYNAMIC HEIGHT  -        412.897 (meters)     1354.65  (feet) COMP
 QP0862  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 QP0862
 QP0862  VERT ORDER      -  SECOND    CLASS I
 QP0862
 QP0862  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0862  Type                                         Horiz  Ellip  Dist(km)
 QP0862  -------------------------------------------------------------------
 QP0862  NETWORK                                       0.59   0.61
 QP0862  -------------------------------------------------------------------
 QP0862  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.37   0.29      4.35
 QP0862  -------------------------------------------------------------------
 QP0862  NOTE: Click here for information on individual local accuracy
 QP0862  values and other accuracy information.
 QP0862
 QP0862
 QP0862.The horizontal coordinates were established by GPS observations
 QP0862.and adjusted by the National Geodetic Survey in February 2007.
 QP0862
 QP0862.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0862.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0862
 QP0862.The horizontal coordinates are valid at the epoch date displayed above
 QP0862.which is a decimal equivalence of Year/Month/Day.
 QP0862
 QP0862.The orthometric height was determined by differential leveling and
 QP0862.adjusted in June 1991.
 QP0862
 QP0862.Photographs are available for this station.
 QP0862
 QP0862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0862
 QP0862.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0862
 QP0862.The ellipsoidal height was determined by GPS observations
 QP0862.and is referenced to NAD 83.
 QP0862
 QP0862.The dynamic height is computed by dividing the NAVD 88
 QP0862.geopotential number by the normal gravity value computed on the
 QP0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0862.degrees latitude (g = 980.6199 gals.).
 QP0862
 QP0862.The modeled gravity was interpolated from observed gravity values.
 QP0862
 QP0862. The following values were computed from the NAD 83(2007) position.
 QP0862
 QP0862;                    North         East     Units Scale Factor Converg.
 QP0862;SPC MN C     -   209,377.553   690,556.354   MT  0.99994161   -1 01 18.1
 QP0862;SPC MN C     -   686,932.86  2,265,600.30   sFT  0.99994161   -1 01 18.1
 QP0862;UTM  15      - 5,094,750.888   293,756.944   MT  1.00012294   -1 54 54.1
 QP0862
 QP0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0862!SPC MN C     -   0.99993939  x   0.99994161  =   0.99988100
 QP0862!UTM  15      -   0.99993939  x   1.00012294  =   1.00006232
 QP0862
 QP0862                          SUPERSEDED SURVEY CONTROL
 QP0862
 QP0862  NAD 83(1996)-  45 58 31.11289(N)    095 39 44.54752(W) AD(       ) 1
 QP0862  ELLIP H (04/26/05)  386.668  (m)                       GP(       ) 3 2
 QP0862  NAVD 88 (04/26/05)  412.91   (m)         1354.7    (f) LEVELING    3  
 QP0862  NGVD 29 (??/??/92)  412.702  (m)         1354.01   (f) ADJ UNCH    2 0
 QP0862
 QP0862.Superseded values are not recommended for survey control.
 QP0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0862.See file dsdata.txt to determine how the superseded data were derived.
 QP0862
 QP0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9375694750(NAD 83)
 QP0862
 QP0862_MARKER: DB = BENCH MARK DISK
 QP0862_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0862_SP_SET: MONUMENT
 QP0862_STAMPING: 2180 G 1966
 QP0862_MARK LOGO: MNHD  
 QP0862_PROJECTION: FLUSH
 QP0862_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0862+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2005
 QP0862
 QP0862  HISTORY     - Date     Condition        Report By
 QP0862  HISTORY     - 1966     MONUMENTED       MNDT
 QP0862  HISTORY     - 1967     GOOD             MNDT
 QP0862  HISTORY     - 20041117 GOOD             MNDT
 QP0862  HISTORY     - 20050103 GOOD             MNDT
 QP0862
 QP0862                          STATION DESCRIPTION
 QP0862
 QP0862'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0862'2.0 MI SE FROM EVANSVILLE.
 QP0862'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 G
 QP0862'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0862'THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA 2721+00), 1.0 FOOT SOUTH OF
 QP0862'STEEL WITNESS POST, 1.0 FOOT NORTH OF R/W FENCE AND FLUSH WITH THE
 QP0862'GROUND.  MARK IS LOCATED IN THE NW 1/4, SECTION 24, T129N, R40W. ABOUT
 QP0862'2.0 MILES SOUTHEAST OF EVANSVILLE ALONG F.A.I. 94.
 QP0862
 QP0862                          STATION RECOVERY (2004)
 QP0862
 QP0862'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP0862'2 MILES SOUTHEAST OF EVANSVILLE, 3.75 MILES SOUTHEAST ALONG INTERSTATE
 QP0862'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 79
 QP0862'(2.5 MILES WEST OF EVANSVILLE), AT INTERSTATE HIGHWAY 94 MILEPOINT
 QP0862'86.60, 97 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE
 QP0862'HIGHWAY 94 STATION 2721+00, 1.0 FEET NORTH OF RIGHT OF WAY FENCE, 1.0
 QP0862'FEET SOUTH OF WITNESS POST
 QP0862
 QP0862                          STATION RECOVERY (2005)
 QP0862
 QP0862'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 QP0862'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9880 ***********************************************************************
 DG9880  DESIGNATION -  2180 GG
 DG9880  PID         -  DG9880
 DG9880  STATE/COUNTY-  MN/DOUGLAS
 DG9880  COUNTRY     -  US
 DG9880  USGS QUAD   -  ASHBY (1973)
 DG9880
 DG9880                         *CURRENT SURVEY CONTROL
 DG9880  ______________________________________________________________________
 DG9880* NAD 83(2007) POSITION- 46 00 35.19946(N) 095 45 32.81162(W)   ADJUSTED  
 DG9880* NAD 83(2007) ELLIP HT-   386.310 (meters)        (02/10/07)   ADJUSTED
 DG9880* NAD 83(2007) EPOCH   -  2002.00
 DG9880* NAVD 88 ORTHO HEIGHT -   412.660  (meters)    1353.87  (feet) ADJUSTED  
 DG9880  ______________________________________________________________________
 DG9880  NAD 83(2007) X  -   -445,317.626 (meters)                     COMP
 DG9880  NAD 83(2007) Y  - -4,415,407.045 (meters)                     COMP
 DG9880  NAD 83(2007) Z  -  4,566,280.361 (meters)                     COMP
 DG9880  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC09
 DG9880  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DG9880  DYNAMIC HEIGHT  -        412.655 (meters)     1353.85  (feet) COMP
 DG9880  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DG9880
 DG9880  VERT ORDER      -  SECOND    CLASS I
 DG9880
 DG9880  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9880  Type                                         Horiz  Ellip  Dist(km)
 DG9880  -------------------------------------------------------------------
 DG9880  NETWORK                                       0.52   0.55
 DG9880  -------------------------------------------------------------------
 DG9880  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.25      1.93
 DG9880  -------------------------------------------------------------------
 DG9880  NOTE: Click here for information on individual local accuracy
 DG9880  values and other accuracy information.
 DG9880
 DG9880
 DG9880.The horizontal coordinates were established by GPS observations
 DG9880.and adjusted by the National Geodetic Survey in February 2007.
 DG9880
 DG9880.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9880.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9880
 DG9880.The horizontal coordinates are valid at the epoch date displayed above
 DG9880.which is a decimal equivalence of Year/Month/Day.
 DG9880
 DG9880.The orthometric height was determined by differential leveling and
 DG9880.adjusted in June 2011.
 DG9880
 DG9880.Photographs are available for this station.
 DG9880
 DG9880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9880
 DG9880.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9880
 DG9880.The ellipsoidal height was determined by GPS observations
 DG9880.and is referenced to NAD 83.
 DG9880
 DG9880.The dynamic height is computed by dividing the NAVD 88
 DG9880.geopotential number by the normal gravity value computed on the
 DG9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9880.degrees latitude (g = 980.6199 gals.).
 DG9880
 DG9880.The modeled gravity was interpolated from observed gravity values.
 DG9880
 DG9880. The following values were computed from the NAD 83(2007) position.
 DG9880
 DG9880;                    North         East     Units Scale Factor Converg.
 DG9880;SPC MN C     -   213,346.077   683,133.931   MT  0.99993804   -1 05 30.0
 DG9880;SPC MN C     -   699,952.92  2,241,248.57   sFT  0.99993804   -1 05 30.0
 DG9880;UTM  15      - 5,098,835.529   286,395.837   MT  1.00016094   -1 59 08.9
 DG9880
 DG9880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9880!SPC MN C     -   0.99993944  x   0.99993804  =   0.99987749
 DG9880!UTM  15      -   0.99993944  x   1.00016094  =   1.00010037
 DG9880
 DG9880:                Primary Azimuth Mark                     Grid Az
 DG9880:SPC MN C     -  2180 B                                   105 21 51.2
 DG9880:UTM  15      -  2180 B                                   106 15 30.1
 DG9880
 DG9880|---------------------------------------------------------------------|
 DG9880| PID    Reference Object                     Distance      Geod. Az  |
 DG9880|                                                           dddmmss.s |
 DG9880| RO0571 2180 B                              APPROX. 0.9 KM 1041621.2 |
 DG9880|---------------------------------------------------------------------|
 DG9880
 DG9880                          SUPERSEDED SURVEY CONTROL
 DG9880
 DG9880  NAD 83(1996)-  46 00 35.19903(N)    095 45 32.81127(W) AD(       ) 1
 DG9880  ELLIP H (04/26/05)  386.325  (m)                       GP(       ) 3 2
 DG9880  NAVD 88 (04/26/05)  412.66   (m)         1353.9    (f) LEVELING    3  
 DG9880
 DG9880.Superseded values are not recommended for survey control.
 DG9880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9880.See file dsdata.txt to determine how the superseded data were derived.
 DG9880
 DG9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8639598835(NAD 83)
 DG9880
 DG9880_MARKER: DD = SURVEY DISK
 DG9880_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9880_STAMPING: 2180 GG 2004
 DG9880_MARK LOGO: MNDT  
 DG9880_PROJECTION: FLUSH
 DG9880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9880+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 DG9880_ROD/PIPE-DEPTH:  9.1 meters
 DG9880
 DG9880  HISTORY     - Date     Condition        Report By
 DG9880  HISTORY     - 2004     MONUMENTED       MNDT
 DG9880  HISTORY     - 20050105 GOOD             MNDT
 DG9880
 DG9880                          STATION DESCRIPTION
 DG9880
 DG9880'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG9880'7.0 MILES SOUTHEAST OF ASHBY, 3.70 MILES SOUTH ALONG TRUNK HIGHWAY 78
 DG9880'FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY, TO
 DG9880'THE JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94, THEN 4.0
 DG9880'MILES SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94
 DG9880'MILEPOINT 81.10, 95.5 FEET SOUTH-SOUTHWEST OF EASTBOUND INTERSTATE
 DG9880'HIGHWAY 94, 2.8 FEET NORTHEAST OF FENCE LINE, 2.4 FEET WEST-NORTHWEST
 DG9880'OF WITNESS POST.
 DG9880
 DG9880                          STATION RECOVERY (2005)
 DG9880
 DG9880'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DG9880'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0858 ***********************************************************************
 QP0858  DESIGNATION -  2180 H
 QP0858  PID         -  QP0858
 QP0858  STATE/COUNTY-  MN/DOUGLAS
 QP0858  COUNTRY     -  US
 QP0858  USGS QUAD   -  QUAM LAKE (1966)
 QP0858
 QP0858                         *CURRENT SURVEY CONTROL
 QP0858  ______________________________________________________________________
 QP0858* NAD 83(1986) POSITION- 45 58 06.7    (N) 095 38 41.5    (W)   HD_HELD2  
 QP0858* NAVD 88 ORTHO HEIGHT -   427.948  (meters)    1404.03  (feet) ADJUSTED  
 QP0858  ______________________________________________________________________
 QP0858  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 QP0858  DYNAMIC HEIGHT  -        427.941 (meters)     1404.00  (feet) COMP
 QP0858  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 QP0858
 QP0858  VERT ORDER      -  SECOND    CLASS I
 QP0858
 QP0858.The horizontal coordinates were established by autonomous hand held GPS
 QP0858.observations and have an estimated accuracy of +/- 10 meters.
 QP0858.
 QP0858.The orthometric height was determined by differential leveling and
 QP0858.adjusted in June 2011.
 QP0858
 QP0858.Photographs are available for this station.
 QP0858
 QP0858.The dynamic height is computed by dividing the NAVD 88
 QP0858.geopotential number by the normal gravity value computed on the
 QP0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0858.degrees latitude (g = 980.6199 gals.).
 QP0858
 QP0858.The modeled gravity was interpolated from observed gravity values.
 QP0858
 QP0858;                    North         East    Units  Estimated Accuracy
 QP0858;SPC MN C     -   208,600.      691,900.      MT  (+/- 10 meters HH2 GPS)
 QP0858
 QP0858                          SUPERSEDED SURVEY CONTROL
 QP0858
 QP0858  NAVD 88 (06/15/91)  427.955  (m)         1404.05   (f) SUPERSEDED  2 0
 QP0858  NGVD 29 (??/??/92)  427.749  (m)         1403.37   (f) ADJ UNCH    2 0
 QP0858
 QP0858.Superseded values are not recommended for survey control.
 QP0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0858.See file dsdata.txt to determine how the superseded data were derived.
 QP0858
 QP0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9508893952(NAD 83)
 QP0858
 QP0858_MARKER: DB = BENCH MARK DISK
 QP0858_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0858_SP_SET: BRIDGE ABUTMENT
 QP0858_STAMPING: 2180 H 1966
 QP0858_MARK LOGO: MNHD  
 QP0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0858
 QP0858  HISTORY     - Date     Condition        Report By
 QP0858  HISTORY     - 1966     MONUMENTED       MNHD
 QP0858  HISTORY     - 1967     GOOD             MNDT
 QP0858  HISTORY     - 20050223 GOOD             MNDT
 QP0858
 QP0858                          STATION DESCRIPTION
 QP0858
 QP0858'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0858'2.0 MI W FROM BRANDON.
 QP0858'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 H
 QP0858'1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21809). MARK
 QP0858'IS LOCATED IN THE SW 1/4, SECTION 19, T129N, R39W.  ABOUT 2.0 MILES
 QP0858'WEST OF BRANDON AT COUNTY ROAD NO. 15 BRIDGE OVER F.A.I. 94.
 QP0858
 QP0858                          STATION RECOVERY (2005)
 QP0858
 QP0858'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0858'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF EVANSVILLE AND
 QP0858'2.2 MI (3.5 KM) WEST OF BRANDON.
 QP0858' 
 QP0858'THE MARK IS 2 MI (3.2 KM) WEST OF BRANDON, AT I-94 MILE POINT 87.5.
 QP0858' 
 QP0858'THE MARK IS FOUND IN THE SOUTHEAST ABUTMENT OF COUNTY ROAD 15 BRIDGE
 QP0858'NUMBER 21809 OVER I-94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0857 ***********************************************************************
 QP0857  DESIGNATION -  2180 J
 QP0857  PID         -  QP0857
 QP0857  STATE/COUNTY-  MN/DOUGLAS
 QP0857  COUNTRY     -  US
 QP0857  USGS QUAD   -  QUAM LAKE (1966)
 QP0857
 QP0857                         *CURRENT SURVEY CONTROL
 QP0857  ______________________________________________________________________
 QP0857* NAD 83(1986) POSITION- 45 57 48.1    (N) 095 37 42.4    (W)   HD_HELD2  
 QP0857* NAVD 88 ORTHO HEIGHT -   414.821  (meters)    1360.96  (feet) ADJUSTED  
 QP0857  ______________________________________________________________________
 QP0857  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 QP0857  DYNAMIC HEIGHT  -        414.813 (meters)     1360.93  (feet) COMP
 QP0857  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 QP0857
 QP0857  VERT ORDER      -  SECOND    CLASS I
 QP0857
 QP0857.The horizontal coordinates were established by autonomous hand held GPS
 QP0857.observations and have an estimated accuracy of +/- 10 meters.
 QP0857.
 QP0857.The orthometric height was determined by differential leveling and
 QP0857.adjusted in June 1991.
 QP0857
 QP0857.Photographs are available for this station.
 QP0857
 QP0857.The dynamic height is computed by dividing the NAVD 88
 QP0857.geopotential number by the normal gravity value computed on the
 QP0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0857.degrees latitude (g = 980.6199 gals.).
 QP0857
 QP0857.The modeled gravity was interpolated from observed gravity values.
 QP0857
 QP0857;                    North         East    Units  Estimated Accuracy
 QP0857;SPC MN C     -   208,003.      693,162.      MT  (+/- 10 meters HH2 GPS)
 QP0857
 QP0857                          SUPERSEDED SURVEY CONTROL
 QP0857
 QP0857  NGVD 29 (??/??/92)  414.613  (m)         1360.28   (f) ADJ UNCH    2 0
 QP0857
 QP0857.Superseded values are not recommended for survey control.
 QP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0857.See file dsdata.txt to determine how the superseded data were derived.
 QP0857
 QP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9634193336(NAD 83)
 QP0857
 QP0857_MARKER: DB = BENCH MARK DISK
 QP0857_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0857_SP_SET: MONUMENT
 QP0857_STAMPING: 2180 J 1966
 QP0857_MARK LOGO: MNHD  
 QP0857_PROJECTION: RECESSED 10 CENTIMETERS
 QP0857_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0857+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 QP0857
 QP0857  HISTORY     - Date     Condition        Report By
 QP0857  HISTORY     - 1966     MONUMENTED       MNDT
 QP0857  HISTORY     - 1967     GOOD             MNDT
 QP0857  HISTORY     - 20050104 GOOD             MNDT
 QP0857
 QP0857                          STATION DESCRIPTION
 QP0857
 QP0857'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0857'1.0 MI W FROM BRANDON.
 QP0857'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 J
 QP0857'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0857'THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 2818+00), 1.5 FEET NORTH
 QP0857'OF THE R/W FENCE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST AND FLUSH
 QP0857'WITH THE GROUND.  MARK IS LOCATED IN THE SE 1/4, SECTION 19, T129N,
 QP0857'R39W.  ABOUT 1.0 MILE WEST OF BRANDON ALONG F.A.I. 94.
 QP0857
 QP0857                          STATION RECOVERY (2005)
 QP0857
 QP0857'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0857'THE MARK IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTHEAST OF EVANSVILLE AND
 QP0857'1.4 MI (2.3 KM) WEST OF BRANDON.
 QP0857' 
 QP0857'FROM THE JUNCTION OF I-94 AND COUNTY ROAD 7 NW/SKROVE ROAD NORTHWEST
 QP0857'SOUTH OF BRANDON, GO 1.7 MI (2.7 KM) NORTHWEST ALONG I-94 TO MILE
 QP0857'POINT 88.4 AND THE MARK SOUTHWEST OF EAST BOUND I-94.
 QP0857' 
 QP0857'THE MARK IS FOUND AT I-94 STATION 2861+00, 97 FT (29.6 M) SOUTHWEST OF
 QP0857'EASTBOUND I-94, 1.5 FT (0.5 M) (0.5 M) NORTHEAST OF THE RIGHT-OF-WAY
 QP0857'FENCE AND 1.0 FT (0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0856 ***********************************************************************
 QP0856  DESIGNATION -  2180 K
 QP0856  PID         -  QP0856
 QP0856  STATE/COUNTY-  MN/DOUGLAS
 QP0856  COUNTRY     -  US
 QP0856  USGS QUAD   -  BRANDON (1977)
 QP0856
 QP0856                         *CURRENT SURVEY CONTROL
 QP0856  ______________________________________________________________________
 QP0856* NAD 83(1986) POSITION- 45 57 19.14   (N) 095 37 00.53   (W)   HD_HELD1  
 QP0856* NAVD 88 ORTHO HEIGHT -   417.820  (meters)    1370.80  (feet) ADJUSTED  
 QP0856  ______________________________________________________________________
 QP0856  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 QP0856  DYNAMIC HEIGHT  -        417.812 (meters)     1370.77  (feet) COMP
 QP0856  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 QP0856
 QP0856  VERT ORDER      -  SECOND    CLASS 0
 QP0856
 QP0856.The horizontal coordinates were established by differentially corrected
 QP0856.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0856.
 QP0856.The orthometric height was determined by differential leveling and
 QP0856.adjusted in June 1991.
 QP0856
 QP0856.Photographs are available for this station.
 QP0856
 QP0856.The dynamic height is computed by dividing the NAVD 88
 QP0856.geopotential number by the normal gravity value computed on the
 QP0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0856.degrees latitude (g = 980.6199 gals.).
 QP0856
 QP0856.The modeled gravity was interpolated from observed gravity values.
 QP0856
 QP0856;                    North         East    Units  Estimated Accuracy
 QP0856;SPC MN C     -   207,093.9     694,048.1     MT  (+/- 3 meters HH1 GPS) 
 QP0856
 QP0856                          SUPERSEDED SURVEY CONTROL
 QP0856
 QP0856  NGVD 29 (??/??/92)  417.610  (m)         1370.11   (f) ADJ UNCH    2 0
 QP0856
 QP0856.Superseded values are not recommended for survey control.
 QP0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0856.See file dsdata.txt to determine how the superseded data were derived.
 QP0856
 QP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9721392412(NAD 83)
 QP0856
 QP0856_MARKER: DD = SURVEY DISK
 QP0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0856_SP_SET: MONUMENT
 QP0856_STAMPING: 2180 K 1966
 QP0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0856
 QP0856  HISTORY     - Date     Condition        Report By
 QP0856  HISTORY     - 1966     MONUMENTED       MNDT
 QP0856  HISTORY     - 1967     GOOD             MNDT
 QP0856
 QP0856                          STATION DESCRIPTION
 QP0856
 QP0856'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0856'1.0 MI SW FROM BRANDON.
 QP0856'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 K
 QP0856'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET WEST OF
 QP0856'THE CENTERLINE OF EASTBOUND F.A.I. 94 (STA. 2861+00) 1.0 FOOT WEST OF
 QP0856'A STEEL WITNESS POST, 1.5 FEET EAST OF THE R/W FENCE AND FLUSH WITH
 QP0856'THE GROUND.  MARK IS LOCATED NEAR THE CENTER OF SECTION 29, T129N,
 QP0856'R39W.  ABOUT 1.5 MILES SOUTHWEST OF BRANDON ALONG F.A.I. 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0852 ***********************************************************************
 QP0852  DESIGNATION -  2180 L
 QP0852  PID         -  QP0852
 QP0852  STATE/COUNTY-  MN/DOUGLAS
 QP0852  COUNTRY     -  US
 QP0852  USGS QUAD   -  BRANDON (1977)
 QP0852
 QP0852                         *CURRENT SURVEY CONTROL
 QP0852  ______________________________________________________________________
 QP0852* NAD 83(1986) POSITION- 45 56 46.2    (N) 095 36 12.3    (W)   HD_HELD2  
 QP0852* NAVD 88 ORTHO HEIGHT -   426.872  (meters)    1400.50  (feet) ADJUSTED  
 QP0852  ______________________________________________________________________
 QP0852  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 QP0852  DYNAMIC HEIGHT  -        426.865 (meters)     1400.47  (feet) COMP
 QP0852  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 QP0852
 QP0852  VERT ORDER      -  SECOND    CLASS 0
 QP0852
 QP0852.The horizontal coordinates were established by autonomous hand held GPS
 QP0852.observations and have an estimated accuracy of +/- 10 meters.
 QP0852.
 QP0852.The orthometric height was determined by differential leveling and
 QP0852.adjusted in June 1991.
 QP0852
 QP0852.Photographs are available for this station.
 QP0852
 QP0852.The dynamic height is computed by dividing the NAVD 88
 QP0852.geopotential number by the normal gravity value computed on the
 QP0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0852.degrees latitude (g = 980.6199 gals.).
 QP0852
 QP0852.The modeled gravity was interpolated from observed gravity values.
 QP0852
 QP0852;                    North         East    Units  Estimated Accuracy
 QP0852;SPC MN C     -   206,059.      695,069.      MT  (+/- 10 meters HH2 GPS)
 QP0852
 QP0852                          SUPERSEDED SURVEY CONTROL
 QP0852
 QP0852  NGVD 29 (??/??/92)  426.660  (m)         1399.80   (f) ADJ UNCH    2 0
 QP0852
 QP0852.Superseded values are not recommended for survey control.
 QP0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0852.See file dsdata.txt to determine how the superseded data were derived.
 QP0852
 QP0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9821891362(NAD 83)
 QP0852
 QP0852_MARKER: DD = SURVEY DISK
 QP0852_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0852_SP_SET: BRIDGE
 QP0852_STAMPING: 2180 L 1966
 QP0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0852
 QP0852  HISTORY     - Date     Condition        Report By
 QP0852  HISTORY     - 1966     MONUMENTED       MNDT
 QP0852  HISTORY     - 1967     GOOD             MNDT
 QP0852
 QP0852                          STATION DESCRIPTION
 QP0852
 QP0852'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0852'1.0 MI S FROM BRANDON.
 QP0852'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 L
 QP0852'1966, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO. 21810). MARK
 QP0852'IS LOCATED IN THE NW 1/4, SECTION 33, T129N, R39W.  ABOUT 1.0 MILE
 QP0852'SOUTH OF BRANDON AT THE F.A.I. 94 AND COUNTY ROAD NO. 7 INTERCHANGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0851 ***********************************************************************
 QP0851  DESIGNATION -  2180 M
 QP0851  PID         -  QP0851
 QP0851  STATE/COUNTY-  MN/DOUGLAS
 QP0851  COUNTRY     -  US
 QP0851  USGS QUAD   -  BRANDON (1977)
 QP0851
 QP0851                         *CURRENT SURVEY CONTROL
 QP0851  ______________________________________________________________________
 QP0851* NAD 83(1986) POSITION- 45 56 51.91   (N) 095 36 10.50   (W)   HD_HELD1  
 QP0851* NAVD 88 ORTHO HEIGHT -   422.745  (meters)    1386.96  (feet) ADJUSTED  
 QP0851  ______________________________________________________________________
 QP0851  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 QP0851  DYNAMIC HEIGHT  -        422.737 (meters)     1386.93  (feet) COMP
 QP0851  MODELED GRAVITY -    980,584.6   (mgal)                       NAVD 88
 QP0851
 QP0851  VERT ORDER      -  SECOND    CLASS 0
 QP0851
 QP0851.The horizontal coordinates were established by differentially corrected
 QP0851.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0851.
 QP0851.The orthometric height was determined by differential leveling and
 QP0851.adjusted in June 1991.
 QP0851
 QP0851.Photographs are available for this station.
 QP0851
 QP0851.The dynamic height is computed by dividing the NAVD 88
 QP0851.geopotential number by the normal gravity value computed on the
 QP0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0851.degrees latitude (g = 980.6199 gals.).
 QP0851
 QP0851.The modeled gravity was interpolated from observed gravity values.
 QP0851
 QP0851;                    North         East    Units  Estimated Accuracy
 QP0851;SPC MN C     -   206,234.8     695,110.9     MT  (+/- 3 meters HH1 GPS) 
 QP0851
 QP0851                          SUPERSEDED SURVEY CONTROL
 QP0851
 QP0851  NGVD 29 (??/??/92)  422.532  (m)         1386.26   (f) ADJ UNCH    2 0
 QP0851
 QP0851.Superseded values are not recommended for survey control.
 QP0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0851.See file dsdata.txt to determine how the superseded data were derived.
 QP0851
 QP0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9826291537(NAD 83)
 QP0851
 QP0851_MARKER: DD = SURVEY DISK
 QP0851_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0851_SP_SET: MONUMENT
 QP0851_STAMPING: 2180 M 1966
 QP0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0851
 QP0851  HISTORY     - Date     Condition        Report By
 QP0851  HISTORY     - 1966     MONUMENTED       MNDT
 QP0851  HISTORY     - 1967     GOOD             MNDT
 QP0851
 QP0851                          STATION DESCRIPTION
 QP0851
 QP0851'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0851'1.0 MI S FROM BRANDON.
 QP0851'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2180 M
 QP0851'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS ABOUT 400 FEET
 QP0851'NORTH OF COUNTY ROAD NO. 7 BRIDGE OVER F.A.I. 94, 150 FEET EAST OF THE
 QP0851'CENTERLINE OF COUNTY ROAD NO. 7, 95 FEET NORTH OF THE WESTBOUND EXIT
 QP0851'RAMP, 100 FEET SOUTH OF THE CENTERLINE OF GRAVEL ROAD, 1.0 FEET NORTH
 QP0851'OF A STEEL WITNESS POST AND PROJECTING 6 INCHES ABOVE GROUND. MARK IS
 QP0851'LOCATED IN THE SW 1/4, SECTION 30, T129N, R39W.  ABOUT 1.0 MILE SOUTH
 QP0851'OF BRANDON NEAR THE INTERCHANGE OF F.A.I. 94 AND COUNTY ROAD NO. 7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0850 ***********************************************************************
 QP0850  DESIGNATION -  2180 N
 QP0850  PID         -  QP0850
 QP0850  STATE/COUNTY-  MN/DOUGLAS
 QP0850  COUNTRY     -  US
 QP0850  USGS QUAD   -  BRANDON (1977)
 QP0850
 QP0850                         *CURRENT SURVEY CONTROL
 QP0850  ______________________________________________________________________
 QP0850* NAD 83(1986) POSITION- 45 56 16.7    (N) 095 35 09.2    (W)   HD_HELD2  
 QP0850* NAVD 88 ORTHO HEIGHT -   428.210  (meters)    1404.89  (feet) ADJUSTED  
 QP0850  ______________________________________________________________________
 QP0850  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 QP0850  DYNAMIC HEIGHT  -        428.203 (meters)     1404.86  (feet) COMP
 QP0850  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 QP0850
 QP0850  VERT ORDER      -  SECOND    CLASS 0
 QP0850
 QP0850.The horizontal coordinates were established by autonomous hand held GPS
 QP0850.observations and have an estimated accuracy of +/- 10 meters.
 QP0850.
 QP0850.The orthometric height was determined by differential leveling and
 QP0850.adjusted in June 1991.
 QP0850
 QP0850.Photographs are available for this station.
 QP0850
 QP0850.The dynamic height is computed by dividing the NAVD 88
 QP0850.geopotential number by the normal gravity value computed on the
 QP0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0850.degrees latitude (g = 980.6199 gals.).
 QP0850
 QP0850.The modeled gravity was interpolated from observed gravity values.
 QP0850
 QP0850;                    North         East    Units  Estimated Accuracy
 QP0850;SPC MN C     -   205,126.      696,413.      MT  (+/- 10 meters HH2 GPS)
 QP0850
 QP0850                          SUPERSEDED SURVEY CONTROL
 QP0850
 QP0850  NGVD 29 (??/??/92)  427.997  (m)         1404.19   (f) ADJ UNCH    2 0
 QP0850
 QP0850.Superseded values are not recommended for survey control.
 QP0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0850.See file dsdata.txt to determine how the superseded data were derived.
 QP0850
 QP0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9954790407(NAD 83)
 QP0850
 QP0850_MARKER: DB = BENCH MARK DISK
 QP0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0850_SP_SET: MONUMENT
 QP0850_STAMPING: 2180 N 1966
 QP0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0850
 QP0850  HISTORY     - Date     Condition        Report By
 QP0850  HISTORY     - 1966     MONUMENTED       MNDT
 QP0850  HISTORY     - 1967     GOOD             MNDT
 QP0850
 QP0850                          STATION DESCRIPTION
 QP0850
 QP0850'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0850'2.0 MI S FROM BRANDON.
 QP0850'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-N
 QP0850'1966 SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 1.0 MILE EAST OF
 QP0850'COUNTY ROAD 7, ABOUT 800 FEET SOUTHWEST OF A FARM STEAD, 97 FEET SOUTH
 QP0850'OF EASTBOUND FAI 94 (STA. 2964+00), 1.0 FOOT SOUTH OF A STEEL WITNESS
 QP0850'POST AND BURIED ABOUT 4 INCHES.  MARK IS LOCATED IN THE SOUTHEAST 1/4
 QP0850'ABOUT 2.0 MILES SOUTH OF BRANDON.  SECTION 33, T 129N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0849 ***********************************************************************
 QP0849  DESIGNATION -  2180 P
 QP0849  PID         -  QP0849
 QP0849  STATE/COUNTY-  MN/DOUGLAS
 QP0849  COUNTRY     -  US
 QP0849  USGS QUAD   -  BRANDON (1977)
 QP0849
 QP0849                         *CURRENT SURVEY CONTROL
 QP0849  ______________________________________________________________________
 QP0849* NAD 83(1986) POSITION- 45 55 39.3    (N) 095 34 19.3    (W)   HD_HELD2  
 QP0849* NAVD 88 ORTHO HEIGHT -   428.226  (meters)    1404.94  (feet) ADJUSTED  
 QP0849  ______________________________________________________________________
 QP0849  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 QP0849  DYNAMIC HEIGHT  -        428.219 (meters)     1404.92  (feet) COMP
 QP0849  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 QP0849
 QP0849  VERT ORDER      -  SECOND    CLASS 0
 QP0849
 QP0849.The horizontal coordinates were established by autonomous hand held GPS
 QP0849.observations and have an estimated accuracy of +/- 10 meters.
 QP0849.
 QP0849.The orthometric height was determined by differential leveling and
 QP0849.adjusted in June 1991.
 QP0849
 QP0849.Photographs are available for this station.
 QP0849
 QP0849.The dynamic height is computed by dividing the NAVD 88
 QP0849.geopotential number by the normal gravity value computed on the
 QP0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0849.degrees latitude (g = 980.6199 gals.).
 QP0849
 QP0849.The modeled gravity was interpolated from observed gravity values.
 QP0849
 QP0849;                    North         East    Units  Estimated Accuracy
 QP0849;SPC MN C     -   203,953.      697,468.      MT  (+/- 10 meters HH2 GPS)
 QP0849
 QP0849                          SUPERSEDED SURVEY CONTROL
 QP0849
 QP0849  NGVD 29 (??/??/92)  428.014  (m)         1404.24   (f) ADJ UNCH    2 0
 QP0849
 QP0849.Superseded values are not recommended for survey control.
 QP0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0849.See file dsdata.txt to determine how the superseded data were derived.
 QP0849
 QP0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0058489218(NAD 83)
 QP0849
 QP0849_MARKER: DB = BENCH MARK DISK
 QP0849_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0849_SP_SET: MONUMENT
 QP0849_STAMPING: 2180 P 1966
 QP0849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0849
 QP0849  HISTORY     - Date     Condition        Report By
 QP0849  HISTORY     - 1966     MONUMENTED       MNDT
 QP0849  HISTORY     - 1967     GOOD             MNDT
 QP0849
 QP0849                          STATION DESCRIPTION
 QP0849
 QP0849'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0849'2.5 MI S FROM BRANDON.
 QP0849'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-P
 QP0849'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 1.5 MILES EAST OF
 QP0849'COUNTY ROAD 7, 200 FEET SOUTH OF EASTBOUND FAI 94 CENTERLINE, 30 FEET
 QP0849'EAST OF A DEAD END COUNTY ROAD, 6 FEET SOUTH OF AN OIL PIPELINE MARKER
 QP0849'POST, 1.0 FOOT NORTH OF A STEEL WITNESS POST, AND PROJECTS 3 INCHES
 QP0849'ABOVE GROUND.  MARK IS LOCATED IN THE 1/4 CORNER OF SECTIONS 3 AND 4,
 QP0849'T 128N, R 9W, ABOUT 2.5 MILES SOUTH OF BRANDON.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0676 ***********************************************************************
 QP0676  DESIGNATION -  2180 Q
 QP0676  PID         -  QP0676
 QP0676  STATE/COUNTY-  MN/DOUGLAS
 QP0676  COUNTRY     -  US
 QP0676  USGS QUAD   -  BRANDON (1977)
 QP0676
 QP0676                         *CURRENT SURVEY CONTROL
 QP0676  ______________________________________________________________________
 QP0676* NAD 83(1986) POSITION- 45 55 07.19   (N) 095 33 26.79   (W)   HD_HELD1  
 QP0676* NAVD 88 ORTHO HEIGHT -   432.872  (meters)    1420.18  (feet) ADJUSTED  
 QP0676  ______________________________________________________________________
 QP0676  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 QP0676  DYNAMIC HEIGHT  -        432.866 (meters)     1420.16  (feet) COMP
 QP0676  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QP0676
 QP0676  VERT ORDER      -  SECOND    CLASS 0
 QP0676
 QP0676.The horizontal coordinates were established by differentially corrected
 QP0676.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0676.
 QP0676.The orthometric height was determined by differential leveling and
 QP0676.adjusted in June 1991.
 QP0676
 QP0676.Photographs are available for this station.
 QP0676
 QP0676.The dynamic height is computed by dividing the NAVD 88
 QP0676.geopotential number by the normal gravity value computed on the
 QP0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0676.degrees latitude (g = 980.6199 gals.).
 QP0676
 QP0676.The modeled gravity was interpolated from observed gravity values.
 QP0676
 QP0676;                    North         East    Units  Estimated Accuracy
 QP0676;SPC MN C     -   202,943.0     698,582.8     MT  (+/- 3 meters HH1 GPS) 
 QP0676
 QP0676                          SUPERSEDED SURVEY CONTROL
 QP0676
 QP0676  NGVD 29 (??/??/92)  432.660  (m)         1419.49   (f) ADJ UNCH    2 0
 QP0676
 QP0676.Superseded values are not recommended for survey control.
 QP0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0676.See file dsdata.txt to determine how the superseded data were derived.
 QP0676
 QP0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0168388191(NAD 83)
 QP0676
 QP0676_MARKER: DB = BENCH MARK DISK
 QP0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0676_STAMPING: 2180 Q 1966
 QP0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0676+STABILITY: SURFACE MOTION
 QP0676
 QP0676  HISTORY     - Date     Condition        Report By
 QP0676  HISTORY     - 1966     MONUMENTED       MNDT
 QP0676  HISTORY     - 1967     GOOD             MNDT
 QP0676
 QP0676                          STATION DESCRIPTION
 QP0676
 QP0676'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0676'3.0 MI SW FROM GARFIELD.
 QP0676'MARK IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF GARFIELD.  MARK IS A
 QP0676'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-Q 1966, SET IN
 QP0676'A PRE-CAST CONCRETE MONUMENT.  MARK IS 2.2 MILES EAST OF COUNTY ROAD
 QP0676'7, 100 FEET NORTHEAST OF A FRONTAGE ROAD (TWP), 97 FEET SOUTHWEST OF
 QP0676'EASTBOUND FAI 94 CENTERLINE, 1.0 FOOT SOUTH OF A STEEL WITNESS POST,
 QP0676'AND SET FLUSH WITH GROUND.  NE 1/4 SECTION 10, T 128N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0675 ***********************************************************************
 QP0675  DESIGNATION -  2180 R
 QP0675  PID         -  QP0675
 QP0675  STATE/COUNTY-  MN/DOUGLAS
 QP0675  COUNTRY     -  US
 QP0675  USGS QUAD   -  BRANDON (1977)
 QP0675
 QP0675                         *CURRENT SURVEY CONTROL
 QP0675  ______________________________________________________________________
 QP0675* NAD 83(1986) POSITION- 45 54 41.1    (N) 095 32 33.7    (W)   HD_HELD2  
 QP0675* NAVD 88 ORTHO HEIGHT -   432.343  (meters)    1418.45  (feet) ADJUSTED  
 QP0675  ______________________________________________________________________
 QP0675  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 QP0675  DYNAMIC HEIGHT  -        432.338 (meters)     1418.43  (feet) COMP
 QP0675  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 QP0675
 QP0675  VERT ORDER      -  SECOND    CLASS I
 QP0675
 QP0675.The horizontal coordinates were established by autonomous hand held GPS
 QP0675.observations and have an estimated accuracy of +/- 10 meters.
 QP0675.
 QP0675.The orthometric height was determined by differential leveling and
 QP0675.adjusted in June 1991.
 QP0675
 QP0675.Photographs are available for this station.
 QP0675
 QP0675.The dynamic height is computed by dividing the NAVD 88
 QP0675.geopotential number by the normal gravity value computed on the
 QP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0675.degrees latitude (g = 980.6199 gals.).
 QP0675
 QP0675.The modeled gravity was interpolated from observed gravity values.
 QP0675
 QP0675;                    North         East    Units  Estimated Accuracy
 QP0675;SPC MN C     -   202,119.      699,713.      MT  (+/- 10 meters HH2 GPS)
 QP0675
 QP0675                          SUPERSEDED SURVEY CONTROL
 QP0675
 QP0675  NGVD 29 (??/??/92)  432.132  (m)         1417.75   (f) ADJ UNCH    2 0
 QP0675
 QP0675.Superseded values are not recommended for survey control.
 QP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0675.See file dsdata.txt to determine how the superseded data were derived.
 QP0675
 QP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0280187349(NAD 83)
 QP0675
 QP0675_MARKER: DB = BENCH MARK DISK
 QP0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0675_STAMPING: 2180 R 1966
 QP0675_MARK LOGO: MNHD  
 QP0675_PROJECTION: FLUSH
 QP0675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0675+STABILITY: SURFACE MOTION
 QP0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0675+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 QP0675
 QP0675  HISTORY     - Date     Condition        Report By
 QP0675  HISTORY     - 1966     MONUMENTED       MNDT
 QP0675  HISTORY     - 1967     GOOD             MNDT
 QP0675  HISTORY     - 20051005 GOOD             MNDT
 QP0675
 QP0675                          STATION DESCRIPTION
 QP0675
 QP0675'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0675'3.0 MI SW FROM GARFIELD.
 QP0675'MARK IS A STANDARD MINNESOTA.  HIGHWAY DEPARTMENT DISK STAMPED 2180-R
 QP0675'1966 SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 97 FEET SOUTH OF
 QP0675'EASTBOUND FAI 94 (STA. 3911+00), 2.5 MILES WEST OF COUNTY ROAD 114,
 QP0675'ABOUT 300 FEET SOUTHEAST OF AN EAST-WEST FENCE LINE, 1.0 FOOT
 QP0675'SOUTHEAST OF A STEEL WITNESS POST, AND FLUSH WITH GROUND.  MARK IS
 QP0675'LOCATED NEAR THE CENTER OF SECTION 11, T 128 N, R 39W, ABOUT 3.0 MILES
 QP0675'SOUTHWEST OF GARFIELD.
 QP0675
 QP0675                          STATION RECOVERY (2005)
 QP0675
 QP0675'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0675'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0674 ***********************************************************************
 QP0674  DESIGNATION -  2180 S
 QP0674  PID         -  QP0674
 QP0674  STATE/COUNTY-  MN/DOUGLAS
 QP0674  COUNTRY     -  US
 QP0674  USGS QUAD   -  BRANDON (1977)
 QP0674
 QP0674                         *CURRENT SURVEY CONTROL
 QP0674  ______________________________________________________________________
 QP0674* NAD 83(1986) POSITION- 45 54 16.8    (N) 095 31 33.8    (W)   HD_HELD2  
 QP0674* NAVD 88 ORTHO HEIGHT -   427.927  (meters)    1403.96  (feet) ADJUSTED  
 QP0674  ______________________________________________________________________
 QP0674  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 QP0674  DYNAMIC HEIGHT  -        427.922 (meters)     1403.94  (feet) COMP
 QP0674  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 QP0674
 QP0674  VERT ORDER      -  SECOND    CLASS I
 QP0674
 QP0674.The horizontal coordinates were established by autonomous hand held GPS
 QP0674.observations and have an estimated accuracy of +/- 10 meters.
 QP0674.
 QP0674.The orthometric height was determined by differential leveling and
 QP0674.adjusted in June 2008.
 QP0674
 QP0674.Photographs are available for this station.
 QP0674
 QP0674.The dynamic height is computed by dividing the NAVD 88
 QP0674.geopotential number by the normal gravity value computed on the
 QP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0674.degrees latitude (g = 980.6199 gals.).
 QP0674
 QP0674.The modeled gravity was interpolated from observed gravity values.
 QP0674
 QP0674;                    North         East    Units  Estimated Accuracy
 QP0674;SPC MN C     -   201,348.      700,992.      MT  (+/- 10 meters HH2 GPS)
 QP0674
 QP0674                          SUPERSEDED SURVEY CONTROL
 QP0674
 QP0674  NAVD 88 (06/15/91)  427.934  (m)         1403.98   (f) SUPERSEDED  2 0
 QP0674  NGVD 29 (??/??/92)  427.724  (m)         1403.29   (f) ADJ UNCH    2 0
 QP0674
 QP0674.Superseded values are not recommended for survey control.
 QP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0674.See file dsdata.txt to determine how the superseded data were derived.
 QP0674
 QP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0406786558(NAD 83)
 QP0674
 QP0674_MARKER: DB = BENCH MARK DISK
 QP0674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0674_SP_SET: BRIDGE ABUTMENT
 QP0674_STAMPING: 2180 S 1966
 QP0674_MARK LOGO: MNHD  
 QP0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0674+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 QP0674
 QP0674  HISTORY     - Date     Condition        Report By
 QP0674  HISTORY     - 1966     MONUMENTED       MNDT
 QP0674  HISTORY     - 1967     GOOD             MNDT
 QP0674  HISTORY     - 20051005 GOOD             MNDT
 QP0674
 QP0674                          STATION DESCRIPTION
 QP0674
 QP0674'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0674'2.5 MI SW FROM GARFIELD.
 QP0674'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-S
 QP0674'1966, SET IN THE SOUTHEAST CORNER OF BR21812, COUNTY ROAD 8 OVER FAI
 QP0674'94.  MARK IS LOCATED IN THE NORTHWEST 1/4 SECTION 13, T 128N, R 39W
 QP0674'ABOUT 2.5 MILES SOUTHWEST OF GARFIELD.
 QP0674
 QP0674                          STATION RECOVERY (2005)
 QP0674
 QP0674'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0670 ***********************************************************************
 QP0670  DESIGNATION -  2180 S 1
 QP0670  PID         -  QP0670
 QP0670  STATE/COUNTY-  MN/DOUGLAS
 QP0670  COUNTRY     -  US
 QP0670  USGS QUAD   -  BRANDON (1977)
 QP0670
 QP0670                         *CURRENT SURVEY CONTROL
 QP0670  ______________________________________________________________________
 QP0670* NAD 83(1986) POSITION- 45 53 24.7    (N) 095 30 39.0    (W)   HD_HELD2  
 QP0670* NAVD 88 ORTHO HEIGHT -   428.738  (meters)    1406.62  (feet) ADJUSTED  
 QP0670  ______________________________________________________________________
 QP0670  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 QP0670  DYNAMIC HEIGHT  -        428.733 (meters)     1406.60  (feet) COMP
 QP0670  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 QP0670
 QP0670  VERT ORDER      -  SECOND    CLASS 0
 QP0670
 QP0670.The horizontal coordinates were established by autonomous hand held GPS
 QP0670.observations and have an estimated accuracy of +/- 10 meters.
 QP0670.
 QP0670.The orthometric height was determined by differential leveling and
 QP0670.adjusted in June 1991.
 QP0670
 QP0670.Photographs are available for this station.
 QP0670
 QP0670.The dynamic height is computed by dividing the NAVD 88
 QP0670.geopotential number by the normal gravity value computed on the
 QP0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0670.degrees latitude (g = 980.6199 gals.).
 QP0670
 QP0670.The modeled gravity was interpolated from observed gravity values.
 QP0670
 QP0670;                    North         East    Units  Estimated Accuracy
 QP0670;SPC MN C     -   199,721.      702,148.      MT  (+/- 10 meters HH2 GPS)
 QP0670
 QP0670                          SUPERSEDED SURVEY CONTROL
 QP0670
 QP0670  NGVD 29 (??/??/92)  428.528  (m)         1405.93   (f) ADJ UNCH    2 0
 QP0670
 QP0670.Superseded values are not recommended for survey control.
 QP0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0670.See file dsdata.txt to determine how the superseded data were derived.
 QP0670
 QP0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0519784913(NAD 83)
 QP0670
 QP0670_MARKER: DD = SURVEY DISK
 QP0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0670_STAMPING: 2180 S 1 1967
 QP0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0670+STABILITY: SURFACE MOTION
 QP0670
 QP0670  HISTORY     - Date     Condition        Report By
 QP0670  HISTORY     - 1967     MONUMENTED       MNDT
 QP0670  HISTORY     - 1969     GOOD             MNDT
 QP0670
 QP0670                          STATION DESCRIPTION
 QP0670
 QP0670'DESCRIBED BY MN DEPT OF TRANSP 1969
 QP0670'3.5 MI S FROM GARFIELD.
 QP0670'T 128N, R 38W IN A PRE-CAST CONCRETE MONUMENT, 1.0 MILES SOUTH OF
 QP0670'COUNTY ROAD 8, 1.0 MILE WEST OF TH 114, AT A TOWNSHIP ROAD WEST
 QP0670'(DEADEND), 101 FEET SOUTH OF FAI 94 EASTBOUND CENTERLINE, STATION
 QP0670'3227+00, 1 FOOT SOUTH OF THE SOUTH R/W FENCE, 1 FOOT EAST OF A STEEL
 QP0670'WITNESS POST AND BURIED ABOUT 2 INCHES BELOW GROUND.  MARK IS LOCATED
 QP0670'NEAR THE CORNER OF SECTIONS, 17, 18, 21, 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0669 ***********************************************************************
 QP0669  DESIGNATION -  2180 T
 QP0669  PID         -  QP0669
 QP0669  STATE/COUNTY-  MN/DOUGLAS
 QP0669  COUNTRY     -  US
 QP0669  USGS QUAD   -  ALEXANDRIA WEST (1994)
 QP0669
 QP0669                         *CURRENT SURVEY CONTROL
 QP0669  ______________________________________________________________________
 QP0669* NAD 83(1986) POSITION- 45 52 51.9    (N) 095 29 22.7    (W)   HD_HELD2  
 QP0669* NAVD 88 ORTHO HEIGHT -   423.334  (meters)    1388.89  (feet) ADJUSTED  
 QP0669  ______________________________________________________________________
 QP0669  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 QP0669  DYNAMIC HEIGHT  -        423.330 (meters)     1388.88  (feet) COMP
 QP0669  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 QP0669
 QP0669  VERT ORDER      -  SECOND    CLASS I
 QP0669
 QP0669.The horizontal coordinates were established by autonomous hand held GPS
 QP0669.observations and have an estimated accuracy of +/- 10 meters.
 QP0669.
 QP0669.The orthometric height was determined by differential leveling and
 QP0669.adjusted in June 1991.
 QP0669
 QP0669.Photographs are available for this station.
 QP0669
 QP0669.The dynamic height is computed by dividing the NAVD 88
 QP0669.geopotential number by the normal gravity value computed on the
 QP0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0669.degrees latitude (g = 980.6199 gals.).
 QP0669
 QP0669.The modeled gravity was interpolated from observed gravity values.
 QP0669
 QP0669;                    North         East    Units  Estimated Accuracy
 QP0669;SPC MN C     -   198,682.      703,776.      MT  (+/- 10 meters HH2 GPS)
 QP0669
 QP0669                          SUPERSEDED SURVEY CONTROL
 QP0669
 QP0669  NGVD 29 (??/??/92)  423.125  (m)         1388.20   (f) ADJ UNCH    2 0
 QP0669
 QP0669.Superseded values are not recommended for survey control.
 QP0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0669.See file dsdata.txt to determine how the superseded data were derived.
 QP0669
 QP0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0681083849(NAD 83)
 QP0669
 QP0669_MARKER: DD = SURVEY DISK
 QP0669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0669_SP_SET: BRIDGE ABUTMENT
 QP0669_STAMPING: 2180 T 1966
 QP0669_MARK LOGO: MNHD  
 QP0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0669+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 QP0669
 QP0669  HISTORY     - Date     Condition        Report By
 QP0669  HISTORY     - 1966     MONUMENTED       MNDT
 QP0669  HISTORY     - 1967     GOOD             MNDT
 QP0669  HISTORY     - 20051005 GOOD             MNDT
 QP0669
 QP0669                          STATION DESCRIPTION
 QP0669
 QP0669'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0669'4.0 MI S FROM GARFIELD.
 QP0669'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 T
 QP0669'1966 SET IN THE SOUTHEAST CORNER OF BR 21804, EASTBOUND FAI 94 OVER
 QP0669'COUNTY ROAD 114.  MARK IS LOCATED NEAR THE SW 1/4 CORNER OF SECTION
 QP0669'20, T 128N, R 38W ABOUT 4.0 MILES SOUTH OF GARFIELD.
 QP0669
 QP0669                          STATION RECOVERY (2005)
 QP0669
 QP0669'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0669'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3850 ***********************************************************************
 DK3850  DESIGNATION -  2180 T 1
 DK3850  PID         -  DK3850
 DK3850  STATE/COUNTY-  MN/DOUGLAS
 DK3850  COUNTRY     -  US
 DK3850  USGS QUAD   -  ALEXANDRIA WEST (1994)
 DK3850
 DK3850                         *CURRENT SURVEY CONTROL
 DK3850  ______________________________________________________________________
 DK3850* NAD 83(1986) POSITION- 45 53 34.8    (N) 095 29 26.6    (W)   HD_HELD2  
 DK3850* NAVD 88 ORTHO HEIGHT -   425.802  (meters)    1396.99  (feet) ADJUSTED  
 DK3850  ______________________________________________________________________
 DK3850  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DK3850  DYNAMIC HEIGHT  -        425.800 (meters)     1396.98  (feet) COMP
 DK3850  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DK3850
 DK3850  VERT ORDER      -  SECOND    CLASS I
 DK3850
 DK3850.The horizontal coordinates were established by autonomous hand held GPS
 DK3850.observations and have an estimated accuracy of +/- 10 meters.
 DK3850.
 DK3850.The orthometric height was determined by differential leveling and
 DK3850.adjusted in June 2008.
 DK3850
 DK3850.Photographs are available for this station.
 DK3850
 DK3850.The dynamic height is computed by dividing the NAVD 88
 DK3850.geopotential number by the normal gravity value computed on the
 DK3850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3850.degrees latitude (g = 980.6199 gals.).
 DK3850
 DK3850.The modeled gravity was interpolated from observed gravity values.
 DK3850
 DK3850;                    North         East    Units  Estimated Accuracy
 DK3850;SPC MN C     -   200,008.      703,713.      MT  (+/- 10 meters HH2 GPS)
 DK3850
 DK3850                          SUPERSEDED SURVEY CONTROL
 DK3850
 DK3850.No superseded survey control is available for this station.
 DK3850
 DK3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0676885175(NAD 83)
 DK3850
 DK3850_MARKER: DD = SURVEY DISK
 DK3850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3850_STAMPING: 2180 T 1 2005
 DK3850_MARK LOGO: MNDT  
 DK3850_PROJECTION: FLUSH
 DK3850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3850+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3850_ROD/PIPE-DEPTH:  4.6 meters
 DK3850
 DK3850  HISTORY     - Date     Condition        Report By
 DK3850  HISTORY     - 2005     MONUMENTED       MNDT
 DK3850
 DK3850                          STATION DESCRIPTION
 DK3850
 DK3850'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3850'5.0 MI (8.0 KM) WEST OF ALEXANDRIA, 0.85 MI (1.4 KM) NORTH ALONG
 DK3850'COUNTY ROAD 40 FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND COUNTY
 DK3850'ROAD 40 ABOUT 5.0 MI (8.0 KM) WEST OF ALEXANDRIA, 70.0 FT (21.3 M)
 DK3850'EAST OF COUNTY ROAD 40, 10.0 FT (3.0 M) SOUTH OF A POWER POLE, 30.7 FT
 DK3850'(9.4 M) NORTHEAST OF CABLE MARKER POST, 0.9 FT (0.3 M) WEST OF A
 DK3850'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0668 ***********************************************************************
 QP0668  DESIGNATION -  2180 U
 QP0668  PID         -  QP0668
 QP0668  STATE/COUNTY-  MN/DOUGLAS
 QP0668  COUNTRY     -  US
 QP0668  USGS QUAD   -  LAKE MARY (1966)
 QP0668
 QP0668                         *CURRENT SURVEY CONTROL
 QP0668  ______________________________________________________________________
 QP0668* NAD 83(1986) POSITION- 45 52 29.20   (N) 095 28 12.65   (W)   HD_HELD1  
 QP0668* NAVD 88 ORTHO HEIGHT -   423.612  (meters)    1389.80  (feet) ADJUSTED  
 QP0668  ______________________________________________________________________
 QP0668  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QP0668  DYNAMIC HEIGHT  -        423.609 (meters)     1389.79  (feet) COMP
 QP0668  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 QP0668
 QP0668  VERT ORDER      -  SECOND    CLASS I
 QP0668
 QP0668.The horizontal coordinates were established by differentially corrected
 QP0668.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0668.
 QP0668.The orthometric height was determined by differential leveling and
 QP0668.adjusted in June 1991.
 QP0668
 QP0668.Photographs are available for this station.
 QP0668
 QP0668.The dynamic height is computed by dividing the NAVD 88
 QP0668.geopotential number by the normal gravity value computed on the
 QP0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0668.degrees latitude (g = 980.6199 gals.).
 QP0668
 QP0668.The modeled gravity was interpolated from observed gravity values.
 QP0668
 QP0668;                    North         East    Units  Estimated Accuracy
 QP0668;SPC MN C     -   197,957.9     705,275.9     MT  (+/- 3 meters HH1 GPS) 
 QP0668
 QP0668                          SUPERSEDED SURVEY CONTROL
 QP0668
 QP0668  NGVD 29 (??/??/92)  423.404  (m)         1389.12   (f) ADJ UNCH    2 0
 QP0668
 QP0668.Superseded values are not recommended for survey control.
 QP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0668.See file dsdata.txt to determine how the superseded data were derived.
 QP0668
 QP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0829883101(NAD 83)
 QP0668
 QP0668_MARKER: DB = BENCH MARK DISK
 QP0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0668_STAMPING: 2180 U 1966
 QP0668_MARK LOGO: MNHD  
 QP0668_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0668_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0668+STABILITY: SURFACE MOTION
 QP0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0668+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 QP0668
 QP0668  HISTORY     - Date     Condition        Report By
 QP0668  HISTORY     - 1966     MONUMENTED       MNDT
 QP0668  HISTORY     - 1967     GOOD             MNDT
 QP0668  HISTORY     - 20051005 GOOD             MNDT
 QP0668
 QP0668                          STATION DESCRIPTION
 QP0668
 QP0668'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0668'4.0 MI W FROM ALEXANDRIA.
 QP0668'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-U
 QP0668'1966 SET IN A CONCRETE MONUMENT.  MARK IS 95 FEET SOUTH OF EASTBOUND
 QP0668'FAI 94 CENTERLINE, 115 FEET WEST OF DEAD END COUNTY ROAD 70, 1.0 FOOT
 QP0668'NORTH OF A STEEL WITNESS POST AND PROJECTS ABOUT 4 INCHES ABOVE
 QP0668'GROUND.  MARK IS LOCATED IN THE NORTHEAST 1/4, SECTION 29, T 128N, R
 QP0668'38W ABOUT 4.0 MILES WEST OF ALEXANDRIA.
 QP0668
 QP0668                          STATION RECOVERY (2005)
 QP0668
 QP0668'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP0668'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0667 ***********************************************************************
 QP0667  DESIGNATION -  2180 U 1
 QP0667  PID         -  QP0667
 QP0667  STATE/COUNTY-  MN/DOUGLAS
 QP0667  COUNTRY     -  US
 QP0667  USGS QUAD   -  LAKE MARY (1966)
 QP0667
 QP0667                         *CURRENT SURVEY CONTROL
 QP0667  ______________________________________________________________________
 QP0667* NAD 83(1986) POSITION- 45 52 11.71   (N) 095 27 03.70   (W)   HD_HELD1  
 QP0667* NAVD 88 ORTHO HEIGHT -   427.107  (meters)    1401.27  (feet) ADJUSTED  
 QP0667  ______________________________________________________________________
 QP0667  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QP0667  DYNAMIC HEIGHT  -        427.104 (meters)     1401.26  (feet) COMP
 QP0667  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 QP0667
 QP0667  VERT ORDER      -  SECOND    CLASS 0
 QP0667
 QP0667.The horizontal coordinates were established by differentially corrected
 QP0667.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0667.
 QP0667.The orthometric height was determined by differential leveling and
 QP0667.adjusted in June 1991.
 QP0667
 QP0667.Photographs are available for this station.
 QP0667
 QP0667.The dynamic height is computed by dividing the NAVD 88
 QP0667.geopotential number by the normal gravity value computed on the
 QP0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0667.degrees latitude (g = 980.6199 gals.).
 QP0667
 QP0667.The modeled gravity was interpolated from observed gravity values.
 QP0667
 QP0667;                    North         East    Units  Estimated Accuracy
 QP0667;SPC MN C     -   197,395.3     706,754.4     MT  (+/- 3 meters HH1 GPS) 
 QP0667
 QP0667                          SUPERSEDED SURVEY CONTROL
 QP0667
 QP0667  NGVD 29 (??/??/92)  426.898  (m)         1400.58   (f) ADJ UNCH    2 0
 QP0667
 QP0667.Superseded values are not recommended for survey control.
 QP0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0667.See file dsdata.txt to determine how the superseded data were derived.
 QP0667
 QP0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0976882516(NAD 83)
 QP0667
 QP0667_MARKER: DD = SURVEY DISK
 QP0667_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0667_STAMPING: 2180 U 1 1967
 QP0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0667
 QP0667  HISTORY     - Date     Condition        Report By
 QP0667  HISTORY     - 1967     MONUMENTED       MNDT
 QP0667
 QP0667                          STATION DESCRIPTION
 QP0667
 QP0667'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0667'0.9 MI NW FROM ALEXANDRIA.
 QP0667'0.9 MILES NORTHWEST OF THE FAI 94 BRIDGE OVER LAKE LATOKA ABOUT 600
 QP0667'FEET NORTH OF THE FAI EASTBOUND REST AREA, 250 FEET NORTHWEST OF A
 QP0667'GRAVEL ROAD (DEAD-END) NORTH, 101 FEET NORTH OF FAI 94 WESTBOUND
 QP0667'CENTERLINE, STATION 3404+00, 1 FOOT NORTH OF THE NORTH R/W FENCE, 1
 QP0667'FOOT SOUTH OF A STEEL WITNESS POST, AND PROJECTS ABOUT 3 INCHES ABOVE
 QP0667'GROUND.  MARK IS LOCATED IN THE NE 1/4 SECTION 28, T 128N, R 38W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0666 ***********************************************************************
 QP0666  DESIGNATION -  2180 V
 QP0666  PID         -  QP0666
 QP0666  STATE/COUNTY-  MN/DOUGLAS
 QP0666  COUNTRY     -  US
 QP0666  USGS QUAD   -  LAKE MARY (1966)
 QP0666
 QP0666                         *CURRENT SURVEY CONTROL
 QP0666  ______________________________________________________________________
 QP0666* NAD 83(1986) POSITION- 45 51 52.     (N) 095 26 04.     (W)   SCALED    
 QP0666* NAVD 88 ORTHO HEIGHT -   419.102  (meters)    1375.00  (feet) ADJUSTED  
 QP0666  ______________________________________________________________________
 QP0666  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0666  DYNAMIC HEIGHT  -        419.099 (meters)     1374.99  (feet) COMP
 QP0666  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QP0666
 QP0666  VERT ORDER      -  SECOND    CLASS 0
 QP0666
 QP0666.The horizontal coordinates were scaled from a topographic map and have
 QP0666.an estimated accuracy of +/- 6 seconds.
 QP0666.
 QP0666.The orthometric height was determined by differential leveling and
 QP0666.adjusted in June 1991.
 QP0666
 QP0666.Photographs are available for this station.
 QP0666
 QP0666.The dynamic height is computed by dividing the NAVD 88
 QP0666.geopotential number by the normal gravity value computed on the
 QP0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0666.degrees latitude (g = 980.6199 gals.).
 QP0666
 QP0666.The modeled gravity was interpolated from observed gravity values.
 QP0666
 QP0666;                    North         East    Units  Estimated Accuracy
 QP0666;SPC MN C     -   196,770.      708,030.      MT  (+/- 180 meters Scaled)
 QP0666
 QP0666                          SUPERSEDED SURVEY CONTROL
 QP0666
 QP0666  NGVD 29 (??/??/92)  418.894  (m)         1374.32   (f) ADJ UNCH    2 0
 QP0666
 QP0666.Superseded values are not recommended for survey control.
 QP0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0666.See file dsdata.txt to determine how the superseded data were derived.
 QP0666
 QP0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL110818(NAD 83)
 QP0666
 QP0666_MARKER: DD = SURVEY DISK
 QP0666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0666_STAMPING: 2180 V 1966
 QP0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0666
 QP0666  HISTORY     - Date     Condition        Report By
 QP0666  HISTORY     - 1966     MONUMENTED       MNDT
 QP0666  HISTORY     - 1967     GOOD             MNDT
 QP0666
 QP0666                          STATION DESCRIPTION
 QP0666
 QP0666'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0666'3.0 MI SW FROM ALEXANDRIA.
 QP0666'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 V
 QP0666'1966 SET IN THE SOUTHEAST CORNER OF BR 21806, EASTBOUND FAI 94 OVER
 QP0666'LAKE LATOKA NARROWS ABOUT 0.3 MILES WEST OF TH 27.  MARK IS LOCATED IN
 QP0666'THE SOUTHEAST 1/4 SECTION 27, T 128N, R 38W ABOUT 3.0 MILES SOUTHWEST
 QP0666'OF ALEXANDRIA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0664 ***********************************************************************
 QP0664  DESIGNATION -  2180 W
 QP0664  PID         -  QP0664
 QP0664  STATE/COUNTY-  MN/DOUGLAS
 QP0664  COUNTRY     -  US
 QP0664  USGS QUAD   -  LAKE MARY (1966)
 QP0664
 QP0664                         *CURRENT SURVEY CONTROL
 QP0664  ______________________________________________________________________
 QP0664* NAD 83(1986) POSITION- 45 51 37.     (N) 095 25 41.     (W)   SCALED    
 QP0664* NAVD 88 ORTHO HEIGHT -   431.234  (meters)    1414.81  (feet) ADJUSTED  
 QP0664  ______________________________________________________________________
 QP0664  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0664  DYNAMIC HEIGHT  -        431.230 (meters)     1414.79  (feet) COMP
 QP0664  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 QP0664
 QP0664  VERT ORDER      -  SECOND    CLASS 0
 QP0664
 QP0664.The horizontal coordinates were scaled from a topographic map and have
 QP0664.an estimated accuracy of +/- 6 seconds.
 QP0664.
 QP0664.The orthometric height was determined by differential leveling and
 QP0664.adjusted in June 1991.
 QP0664
 QP0664.The dynamic height is computed by dividing the NAVD 88
 QP0664.geopotential number by the normal gravity value computed on the
 QP0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0664.degrees latitude (g = 980.6199 gals.).
 QP0664
 QP0664.The modeled gravity was interpolated from observed gravity values.
 QP0664
 QP0664;                    North         East    Units  Estimated Accuracy
 QP0664;SPC MN C     -   196,300.      708,520.      MT  (+/- 180 meters Scaled)
 QP0664
 QP0664                          SUPERSEDED SURVEY CONTROL
 QP0664
 QP0664  NGVD 29 (??/??/92)  431.024  (m)         1414.12   (f) ADJ UNCH    2 0
 QP0664
 QP0664.Superseded values are not recommended for survey control.
 QP0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0664.See file dsdata.txt to determine how the superseded data were derived.
 QP0664
 QP0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL115813(NAD 83)
 QP0664
 QP0664_MARKER: DB = BENCH MARK DISK
 QP0664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0664_SP_SET: BRIDGE ABUTMENT
 QP0664_STAMPING: 2180 W 1966
 QP0664_MARK LOGO: MNHD  
 QP0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0664
 QP0664  HISTORY     - Date     Condition        Report By
 QP0664  HISTORY     - 1966     MONUMENTED       MNHD
 QP0664  HISTORY     - 1967     GOOD             MNDT
 QP0664  HISTORY     - 1983     GOOD             MNDT
 QP0664
 QP0664                          STATION DESCRIPTION
 QP0664
 QP0664'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0664'3.0 MI SW FROM ALEXANDRIA.
 QP0664'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-W
 QP0664'1966, SET IN THE SOUTHEAST CORNER OF BR 21807, TH 27 OVER FAI 94. MARK
 QP0664'IS LOCATED NEAR THE CORNER OF SECTIONS 26, 27, 34, 35, T 128N, R 38W,
 QP0664'ABOUT 3.0 MILES SOUTHWEST OF ALEXANDRIA.
 QP0664
 QP0664                          STATION RECOVERY (1983)
 QP0664
 QP0664'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP0664'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 3 MILES
 QP0664'SOUTHWEST OF THE TOWN OF ALEXANDRIA, IN THE SE 1/4 OF SECTION 27,
 QP0664'T128N, R38W, IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 QP0664'21807 (TRUNK HIGHWAY 27 OVER TRUNK HIGHWAY 94).  THE MARK IS A
 QP0664'STANDARD MNHD BENCH MARK DISK STAMPED---2180 W 1966---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0665 ***********************************************************************
 QP0665  DESIGNATION -  2180 W 1
 QP0665  PID         -  QP0665
 QP0665  STATE/COUNTY-  MN/DOUGLAS
 QP0665  COUNTRY     -  US
 QP0665  USGS QUAD   -  LAKE MARY (1966)
 QP0665
 QP0665                         *CURRENT SURVEY CONTROL
 QP0665  ______________________________________________________________________
 QP0665* NAD 83(1986) POSITION- 45 51 39.     (N) 095 25 42.     (W)   SCALED    
 QP0665* NAVD 88 ORTHO HEIGHT -   432.359  (meters)    1418.50  (feet) ADJUSTED  
 QP0665  ______________________________________________________________________
 QP0665  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0665  DYNAMIC HEIGHT  -        432.355 (meters)     1418.48  (feet) COMP
 QP0665  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 QP0665
 QP0665  VERT ORDER      -  SECOND    CLASS 0
 QP0665
 QP0665.The horizontal coordinates were scaled from a topographic map and have
 QP0665.an estimated accuracy of +/- 6 seconds.
 QP0665.
 QP0665.The orthometric height was determined by differential leveling and
 QP0665.adjusted in June 1995.
 QP0665
 QP0665.The dynamic height is computed by dividing the NAVD 88
 QP0665.geopotential number by the normal gravity value computed on the
 QP0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0665.degrees latitude (g = 980.6199 gals.).
 QP0665
 QP0665.The modeled gravity was interpolated from observed gravity values.
 QP0665
 QP0665;                    North         East    Units  Estimated Accuracy
 QP0665;SPC MN C     -   196,360.      708,500.      MT  (+/- 180 meters Scaled)
 QP0665
 QP0665                          SUPERSEDED SURVEY CONTROL
 QP0665
 QP0665  NAVD 88 (06/15/91)  432.411  (m)         1418.67   (f) SUPERSEDED  2 0
 QP0665  NGVD 29 (??/??/92)  432.202  (m)         1417.98   (f) ADJ UNCH    2 0
 QP0665
 QP0665.Superseded values are not recommended for survey control.
 QP0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0665.See file dsdata.txt to determine how the superseded data were derived.
 QP0665
 QP0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL114814(NAD 83)
 QP0665
 QP0665_MARKER: DB = BENCH MARK DISK
 QP0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0665_SP_SET: CONCRETE POST
 QP0665_STAMPING: 2180 W 1 1966
 QP0665_MARK LOGO: MNHD  
 QP0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0665+STABILITY: SURFACE MOTION
 QP0665
 QP0665  HISTORY     - Date     Condition        Report By
 QP0665  HISTORY     - 1966     MONUMENTED       MNHD
 QP0665  HISTORY     - 1967     GOOD             MNDT
 QP0665  HISTORY     - 1983     GOOD             MNDT
 QP0665
 QP0665                          STATION DESCRIPTION
 QP0665
 QP0665'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0665'3.0 MI SW FROM ALEXANDRIA.
 QP0665'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 W1
 QP0665'1966 SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS ABOUT 100 FEET
 QP0665'NORTHEAST OF TH 27, BR. 21807, OVER FAI 94, 160 FEET NORTH OF TH 27
 QP0665'CENTERLINE, 1.0 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMETERY
 QP0665'FENCE, 1.0 FOOT NORTH OF A STEEL WITNESS POST, AND PROJECTS ABOUT 1
 QP0665'INCH.  MARK IS LOCATED IN THE SOUTHWEST 1/4 SECTION 26, T 128N, R 38W,
 QP0665'ABOUT 3.0 MILES SOUTHWEST OF ALEXANDRIA.
 QP0665
 QP0665                          STATION RECOVERY (1983)
 QP0665
 QP0665'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP0665'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QP0665'LOCATED ABOUT 3 MILES SOUTHWEST OF THE TOWN OF ALEXANDRIA, IN THE SW
 QP0665'1/4 OF SECTION 26, T128N, R38W, AT THE JUNCTION OF TRUNK HIGHWAY 94
 QP0665'AND TRUNK HIGHWAY 27, 162.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 QP0665'HIGHWAY 27, 159 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 QP0665'TRUNK HIGHWAY 27 BRIDGE OVER TRUNK HIGHWAY 94, 50.5 FEET
 QP0665'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK BUILDING,
 QP0665'60.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 QP0665'BUILDING, AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QP0665'STANDARD MNHD BENCH MARK DISK STAMPED---2180 W 1 1966---, IS SET IN
 QP0665'THE TOP OF A 6 INCH ROUND PRECAST CONCRETE POST THAT PROJECTS 24
 QP0665'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET ABOVE THE
 QP0665'LEVEL OF TRUNK HIGHWAY 27.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0663 ***********************************************************************
 QP0663  DESIGNATION -  2180 X
 QP0663  PID         -  QP0663
 QP0663  STATE/COUNTY-  MN/DOUGLAS
 QP0663  COUNTRY     -  US
 QP0663  USGS QUAD   -  LAKE MARY (1966)
 QP0663
 QP0663                         *CURRENT SURVEY CONTROL
 QP0663  ______________________________________________________________________
 QP0663* NAD 83(1986) POSITION- 45 51 02.56   (N) 095 24 31.08   (W)   HD_HELD1  
 QP0663* NAVD 88 ORTHO HEIGHT -   435.428  (meters)    1428.57  (feet) ADJUSTED  
 QP0663  ______________________________________________________________________
 QP0663  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0663  DYNAMIC HEIGHT  -        435.424 (meters)     1428.55  (feet) COMP
 QP0663  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 QP0663
 QP0663  VERT ORDER      -  SECOND    CLASS 0
 QP0663
 QP0663.The horizontal coordinates were established by differentially corrected
 QP0663.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0663.
 QP0663.The orthometric height was determined by differential leveling and
 QP0663.adjusted in June 1991.
 QP0663
 QP0663.Photographs are available for this station.
 QP0663
 QP0663.The dynamic height is computed by dividing the NAVD 88
 QP0663.geopotential number by the normal gravity value computed on the
 QP0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0663.degrees latitude (g = 980.6199 gals.).
 QP0663
 QP0663.The modeled gravity was interpolated from observed gravity values.
 QP0663
 QP0663;                    North         East    Units  Estimated Accuracy
 QP0663;SPC MN C     -   195,211.6     710,014.4     MT  (+/- 3 meters HH1 GPS) 
 QP0663
 QP0663                          SUPERSEDED SURVEY CONTROL
 QP0663
 QP0663  NGVD 29 (??/??/92)  435.218  (m)         1427.88   (f) ADJ UNCH    2 0
 QP0663
 QP0663.Superseded values are not recommended for survey control.
 QP0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0663.See file dsdata.txt to determine how the superseded data were derived.
 QP0663
 QP0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1299480281(NAD 83)
 QP0663
 QP0663_MARKER: DB = BENCH MARK DISK
 QP0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0663_SP_SET: CONCRETE MONUMENT
 QP0663_STAMPING: 2180 X 1966
 QP0663_MARK LOGO: MNHD  
 QP0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0663+STABILITY: SURFACE MOTION
 QP0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0663+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2004
 QP0663
 QP0663  HISTORY     - Date     Condition        Report By
 QP0663  HISTORY     - 1966     MONUMENTED       MNHD
 QP0663  HISTORY     - 1967     GOOD             MNDT
 QP0663  HISTORY     - 1983     GOOD             MNDT
 QP0663  HISTORY     - 20040921 GOOD             USPSQD
 QP0663
 QP0663                          STATION DESCRIPTION
 QP0663
 QP0663'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0663'3.0 MI SW FROM ALEXANDRIA.
 QP0663'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 X
 QP0663'1966 SET IN A CONCRETE MONUMENT.  MARK IS 110 FEET NORTH OF WESTBOUND
 QP0663'FAI 94 CENTERLINE (STA. 3535+55) 10 FEET WEST OF A DEAD END COUNTY
 QP0663'ROAD CENTER LINE, 10 FEET NORTH OF A POWER POLE, 1.0 FOOT NORTH OF A
 QP0663'STEEL WITNESS POST, AND PROJECTS ABOUT 6 INCHES ABOVE GROUND.  MARK IS
 QP0663'LOCATED NEAR THE 1/4 LINES OF SECTIONS 35 AND 36, T128N, R 38W, ABOUT
 QP0663'3.0 MILES SOUTHWEST OF ALEXANDRIA.
 QP0663
 QP0663                          STATION RECOVERY (1983)
 QP0663
 QP0663'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP0663'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QP0663'LOCATED ABOUT 3 MILES SOUTHWEST OF THE TOWN OF ALEXANDRIA, IN THE SE
 QP0663'1/4 OF SECTION 35, T128N, R38W, 1.05 MILES WEST ALONG TRUNK HIGHWAY
 QP0663'27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 29 IN THE SOUTH PART OF
 QP0663'ALEXANDRIA THENCE 0.6 MILE SOUTH ON NEVADA STREET, 35.5 FEET WEST OF
 QP0663'THE CENTERLINE OF NEVADA STREET, 19.2 FEET NORTH OF THE NORTH
 QP0663'RIGHT-OF-WAY FENCE OF TRUNK HIGHWAY 94 AT MILEPOINT 102.0, 61 FEET
 QP0663'WEST OF A TRANSFORMER POWER POLE, 9 FEET NORTH-NORTHWEST OF A POWER
 QP0663'POLE, AND 1.8 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QP0663'STANDARD MNHD BENCH MARK DISK STAMPED---2180 X 1966---, IS SET IN THE
 QP0663'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 QP0663'SURFACE OF THE GROUND AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF NEVADA
 QP0663'STREET.
 QP0663
 QP0663                          STATION RECOVERY (2004)
 QP0663
 QP0663'RECOVERY NOTE BY US POWER SQUADRON 2004 (VO)
 QP0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0662 ***********************************************************************
 QP0662  DESIGNATION -  2180 Y
 QP0662  PID         -  QP0662
 QP0662  STATE/COUNTY-  MN/DOUGLAS
 QP0662  COUNTRY     -  US
 QP0662  USGS QUAD   -  LAKE MARY (1966)
 QP0662
 QP0662                         *CURRENT SURVEY CONTROL
 QP0662  ______________________________________________________________________
 QP0662* NAD 83(1986) POSITION- 45 50 35.     (N) 095 23 15.     (W)   SCALED    
 QP0662* NAVD 88 ORTHO HEIGHT -   439.981  (meters)    1443.50  (feet) ADJUSTED  
 QP0662  ______________________________________________________________________
 QP0662  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0662  DYNAMIC HEIGHT  -        439.976 (meters)     1443.49  (feet) COMP
 QP0662  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QP0662
 QP0662  VERT ORDER      -  SECOND    CLASS 0
 QP0662
 QP0662.The horizontal coordinates were scaled from a topographic map and have
 QP0662.an estimated accuracy of +/- 6 seconds.
 QP0662.
 QP0662.The orthometric height was determined by differential leveling and
 QP0662.adjusted in June 1991.
 QP0662
 QP0662.The dynamic height is computed by dividing the NAVD 88
 QP0662.geopotential number by the normal gravity value computed on the
 QP0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0662.degrees latitude (g = 980.6199 gals.).
 QP0662
 QP0662.The modeled gravity was interpolated from observed gravity values.
 QP0662
 QP0662;                    North         East    Units  Estimated Accuracy
 QP0662;SPC MN C     -   194,340.      711,640.      MT  (+/- 180 meters Scaled)
 QP0662
 QP0662                          SUPERSEDED SURVEY CONTROL
 QP0662
 QP0662  NGVD 29 (??/??/92)  439.770  (m)         1442.81   (f) ADJ UNCH    2 0
 QP0662
 QP0662.Superseded values are not recommended for survey control.
 QP0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0662.See file dsdata.txt to determine how the superseded data were derived.
 QP0662
 QP0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL146793(NAD 83)
 QP0662
 QP0662_MARKER: DB = BENCH MARK DISK
 QP0662_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0662_SP_SET: BRIDGE ABUTMENT
 QP0662_STAMPING: 2180 Y 1966
 QP0662_MARK LOGO: MNHD  
 QP0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0662+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 QP0662
 QP0662  HISTORY     - Date     Condition        Report By
 QP0662  HISTORY     - 1966     MONUMENTED       MNHD
 QP0662  HISTORY     - 1967     GOOD             MNDT
 QP0662  HISTORY     - 1983     GOOD             MNDT
 QP0662  HISTORY     - 20040921 GOOD             USPSQD
 QP0662  HISTORY     - 20070801 GOOD             INDIV
 QP0662
 QP0662                          STATION DESCRIPTION
 QP0662
 QP0662'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0662'3.0 MI S FROM ALEXANDRIA.
 QP0662'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180 Y
 QP0662'1966 SET IN THE SOUTHEAST CORNER OF BR 21814, NORTHBOUND TH 29 OVER
 QP0662'FAI 94.  MARK IS LOCATED IN THE NORTHWEST 1/4 SECTION 6, T 127N, R 37W
 QP0662'ABOUT 3.0 MILES SOUTH OF ALEXANDRIA.
 QP0662
 QP0662                          STATION RECOVERY (1983)
 QP0662
 QP0662'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP0662'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  ABOUT 3 MILES
 QP0662'SOUTH OF THE TOWN OF ALEXANDRIA, IN THE NW 1/4 OF SECTION 6, T127N,
 QP0662'R37W, IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 21814
 QP0662'(NORTHBOUND TRUNK HIGHWAY 29 OVER TRUNK HIGHWAY 94).  THE MARK IS A
 QP0662'STANDARD MNHD BENCH MARK DISK STAMPED---2180 Y 1966---.
 QP0662
 QP0662                          STATION RECOVERY (2004)
 QP0662
 QP0662'RECOVERY NOTE BY US POWER SQUADRON 2004 (VO)
 QP0662'RECOVERED IN GOOD CONDITION.
 QP0662
 QP0662                          STATION RECOVERY (2007)
 QP0662
 QP0662'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 QP0662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0661 ***********************************************************************
 QP0661  DESIGNATION -  2180 Y 1
 QP0661  PID         -  QP0661
 QP0661  STATE/COUNTY-  MN/DOUGLAS
 QP0661  COUNTRY     -  US
 QP0661  USGS QUAD   -  LAKE MARY (1966)
 QP0661
 QP0661                         *CURRENT SURVEY CONTROL
 QP0661  ______________________________________________________________________
 QP0661* NAD 83(1986) POSITION- 45 50 44.     (N) 095 23 07.     (W)   SCALED    
 QP0661* NAVD 88 ORTHO HEIGHT -   438.048  (meters)    1437.16  (feet) ADJUSTED  
 QP0661  ______________________________________________________________________
 QP0661  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0661  DYNAMIC HEIGHT  -        438.043 (meters)     1437.15  (feet) COMP
 QP0661  MODELED GRAVITY -    980,591.7   (mgal)                       NAVD 88
 QP0661
 QP0661  VERT ORDER      -  SECOND    CLASS 0
 QP0661
 QP0661.The horizontal coordinates were scaled from a topographic map and have
 QP0661.an estimated accuracy of +/- 6 seconds.
 QP0661.
 QP0661.The orthometric height was determined by differential leveling and
 QP0661.adjusted in June 1991.
 QP0661
 QP0661.The dynamic height is computed by dividing the NAVD 88
 QP0661.geopotential number by the normal gravity value computed on the
 QP0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0661.degrees latitude (g = 980.6199 gals.).
 QP0661
 QP0661.The modeled gravity was interpolated from observed gravity values.
 QP0661
 QP0661;                    North         East    Units  Estimated Accuracy
 QP0661;SPC MN C     -   194,610.      711,820.      MT  (+/- 180 meters Scaled)
 QP0661
 QP0661                          SUPERSEDED SURVEY CONTROL
 QP0661
 QP0661  NGVD 29 (??/??/92)  437.837  (m)         1436.47   (f) ADJ UNCH    2 0
 QP0661
 QP0661.Superseded values are not recommended for survey control.
 QP0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0661.See file dsdata.txt to determine how the superseded data were derived.
 QP0661
 QP0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL147796(NAD 83)
 QP0661
 QP0661_MARKER: DD = SURVEY DISK
 QP0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0661_STAMPING: 2180 Y 1 1966
 QP0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0661+STABILITY: SURFACE MOTION
 QP0661
 QP0661  HISTORY     - Date     Condition        Report By
 QP0661  HISTORY     - 1966     MONUMENTED       MNDT
 QP0661  HISTORY     - 1967     GOOD             MNDT
 QP0661
 QP0661                          STATION DESCRIPTION
 QP0661
 QP0661'DESCRIBED BY MN DEPT OF TRANSP 1967
 QP0661'2.0 MI S FROM ALEXANDRIA.
 QP0661'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-Y1
 QP0661'1966, SET IN A PRE-CAST CONCRETE MONUMENT.  MARK IS ABOUT 800 FEET
 QP0661'EAST OF THE JUNCTION OF TH 29 AND FAI 94, ABOUT 600 FEET EAST OF TH
 QP0661'29, 50 FEET SOUTH OF A COUNTY ROAD CENTERLINE 30 FEET WEST OF A
 QP0661'TELEPHONE POLE, 1.0 FOOT NORTH OF AN EAST-WEST FENCE LINE, 1.0 FOOT
 QP0661'NORTH OF A STEEL WITNESS POST, AND PROJECTS ABOUT 2 INCHES ABOVE
 QP0661'GROUND.  MARK IS LOCATED IN THE NORTHWEST 1/4 SECTION 6, T 127N, R 37W
 QP0661'ABOUT 2.0 MILES SOUTH OF ALEXANDRIA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0658 ***********************************************************************
 QP0658  DESIGNATION -  2180 Z
 QP0658  PID         -  QP0658
 QP0658  STATE/COUNTY-  MN/DOUGLAS
 QP0658  COUNTRY     -  US
 QP0658  USGS QUAD   -  FORADA (1994)
 QP0658
 QP0658                         *CURRENT SURVEY CONTROL
 QP0658  ______________________________________________________________________
 QP0658* NAD 83(1986) POSITION- 45 50 15.     (N) 095 21 59.     (W)   SCALED    
 QP0658* NAVD 88 ORTHO HEIGHT -   440.575  (meters)    1445.45  (feet) ADJUSTED  
 QP0658  ______________________________________________________________________
 QP0658  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0658  DYNAMIC HEIGHT  -        440.570 (meters)     1445.44  (feet) COMP
 QP0658  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 QP0658
 QP0658  VERT ORDER      -  SECOND    CLASS 0
 QP0658
 QP0658.The horizontal coordinates were scaled from a topographic map and have
 QP0658.an estimated accuracy of +/- 6 seconds.
 QP0658.
 QP0658.The orthometric height was determined by differential leveling and
 QP0658.adjusted in June 1991.
 QP0658
 QP0658.Photographs are available for this station.
 QP0658
 QP0658.The dynamic height is computed by dividing the NAVD 88
 QP0658.geopotential number by the normal gravity value computed on the
 QP0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0658.degrees latitude (g = 980.6199 gals.).
 QP0658
 QP0658.The modeled gravity was interpolated from observed gravity values.
 QP0658
 QP0658;                    North         East    Units  Estimated Accuracy
 QP0658;SPC MN C     -   193,700.      713,270.      MT  (+/- 180 meters Scaled)
 QP0658
 QP0658                          SUPERSEDED SURVEY CONTROL
 QP0658
 QP0658  NGVD 29 (??/??/92)  440.365  (m)         1444.76   (f) ADJ UNCH    2 0
 QP0658
 QP0658.Superseded values are not recommended for survey control.
 QP0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0658.See file dsdata.txt to determine how the superseded data were derived.
 QP0658
 QP0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL162787(NAD 83)
 QP0658
 QP0658_MARKER: DB = BENCH MARK DISK
 QP0658_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0658_STAMPING: 2180 Z 1966
 QP0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0658
 QP0658  HISTORY     - Date     Condition        Report By
 QP0658  HISTORY     - 1966     MONUMENTED       MNDT
 QP0658  HISTORY     - 1968     GOOD             MNDT
 QP0658
 QP0658                          STATION DESCRIPTION
 QP0658
 QP0658'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0658'3.5 MI S FROM ALEXANDRIA.
 QP0658'MARK IS LOCATED ABOUT 3.5 MILES SOUTH OF ALEXANDRIA.  MARK IS A
 QP0658'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2180-Z 1966, SET IN
 QP0658'THE SOUTHEAST CORNER OF BR. 21816, EASTBOUND FAI 94 OVER THE MPLS.,
 QP0658'ST. P., ST. STE. MARIE RAILROAD.  SW 1/4 SECTION 5, T 127N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0659 ***********************************************************************
 QP0659  DESIGNATION -  2180 Z 1
 QP0659  PID         -  QP0659
 QP0659  STATE/COUNTY-  MN/DOUGLAS
 QP0659  COUNTRY     -  US
 QP0659  USGS QUAD   -  FORADA (1994)
 QP0659
 QP0659                         *CURRENT SURVEY CONTROL
 QP0659  ______________________________________________________________________
 QP0659* NAD 83(1986) POSITION- 45 50 20.     (N) 095 22 02.     (W)   SCALED    
 QP0659* NAVD 88 ORTHO HEIGHT -   433.085  (meters)    1420.88  (feet) ADJUSTED  
 QP0659  ______________________________________________________________________
 QP0659  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 QP0659  DYNAMIC HEIGHT  -        433.080 (meters)     1420.86  (feet) COMP
 QP0659  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 QP0659
 QP0659  VERT ORDER      -  SECOND    CLASS 0
 QP0659
 QP0659.The horizontal coordinates were scaled from a topographic map and have
 QP0659.an estimated accuracy of +/- 6 seconds.
 QP0659.
 QP0659.The orthometric height was determined by differential leveling and
 QP0659.adjusted in June 1991.
 QP0659
 QP0659.The dynamic height is computed by dividing the NAVD 88
 QP0659.geopotential number by the normal gravity value computed on the
 QP0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0659.degrees latitude (g = 980.6199 gals.).
 QP0659
 QP0659.The modeled gravity was interpolated from observed gravity values.
 QP0659
 QP0659;                    North         East    Units  Estimated Accuracy
 QP0659;SPC MN C     -   193,850.      713,210.      MT  (+/- 180 meters Scaled)
 QP0659
 QP0659                          SUPERSEDED SURVEY CONTROL
 QP0659
 QP0659  NGVD 29 (??/??/92)  432.874  (m)         1420.19   (f) ADJ UNCH    2 0
 QP0659
 QP0659.Superseded values are not recommended for survey control.
 QP0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0659.See file dsdata.txt to determine how the superseded data were derived.
 QP0659
 QP0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL161788(NAD 83)
 QP0659
 QP0659_MARKER: DD = SURVEY DISK
 QP0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0659_STAMPING: 2180 Z 1 1966
 QP0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0659+STABILITY: SURFACE MOTION
 QP0659
 QP0659  HISTORY     - Date     Condition        Report By
 QP0659  HISTORY     - 1966     MONUMENTED       MNDT
 QP0659  HISTORY     - 1968     GOOD             MNDT
 QP0659
 QP0659                          STATION DESCRIPTION
 QP0659
 QP0659'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0659'2.2 MI S FROM ALEXANDRIA.
 QP0659'MARK IS LOCATED ABOUT 2.2 MILES SOUTH OF ALEXANDRIA.  MARK IS A
 QP0659'STANDARD MINNESOTA HIGHWAY DEPARTMENT STAMPED 2180-Z1 1966, SET IN A
 QP0659'PRE-CAST CONCRETE MONUMENT.  MARK IS ABOUT 400 FEET NORTHWEST OF THE
 QP0659'FAI 94 BRIDGE OVER THE MPLS., ST. P., ST. STE. MARIE RAILROAD, 300
 QP0659'FEET SOUTHWEST OF A POWER TRANSFORMER STATION, 50 FEET WEST OF A
 QP0659'DEAD-END ROAD, 1.0 FOOT EAST OF A STEEL WITNESS POST, AND PROJECTS
 QP0659'ABOUT 6 INCHES ABOVE GROUND.  NE 1/4 SECTION 6, T 127N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5921 ***********************************************************************
 DF5921  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5921  DESIGNATION -  22
 DF5921  PID         -  DF5921
 DF5921  STATE/COUNTY-  MN/PINE
 DF5921  COUNTRY     -  US
 DF5921  USGS QUAD   -  QUAMBA (1983)
 DF5921
 DF5921                         *CURRENT SURVEY CONTROL
 DF5921  ______________________________________________________________________
 DF5921* NAD 83(2007) POSITION- 45 58 24.83442(N) 093 08 33.75085(W)   ADJUSTED  
 DF5921* NAD 83(2007) ELLIP HT-   292.796 (meters)        (02/10/07)   ADJUSTED
 DF5921* NAD 83(2007) EPOCH   -  2002.00
 DF5921* NAVD 88 ORTHO HEIGHT -   320.55   (meters)    1051.7   (feet) GPS OBS   
 DF5921  ______________________________________________________________________
 DF5921  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 DF5921  NAD 83(2007) X  -   -243,449.526 (meters)                     COMP
 DF5921  NAD 83(2007) Y  - -4,433,958.384 (meters)                     COMP
 DF5921  NAD 83(2007) Z  -  4,563,416.489 (meters)                     COMP
 DF5921  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC09
 DF5921
 DF5921  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5921  Type                                         Horiz  Ellip  Dist(km)
 DF5921  -------------------------------------------------------------------
 DF5921  NETWORK                                       0.60   0.49
 DF5921  -------------------------------------------------------------------
 DF5921  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.70   0.48     10.08
 DF5921  -------------------------------------------------------------------
 DF5921  NOTE: Click here for information on individual local accuracy
 DF5921  values and other accuracy information.
 DF5921
 DF5921
 DF5921.The horizontal coordinates were established by GPS observations
 DF5921.and adjusted by the National Geodetic Survey in February 2007.
 DF5921
 DF5921.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5921.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5921
 DF5921.The horizontal coordinates are valid at the epoch date displayed above
 DF5921.which is a decimal equivalence of Year/Month/Day.
 DF5921
 DF5921.The orthometric height was determined by GPS observations and a
 DF5921.high-resolution geoid model using precise GPS observation and
 DF5921.processing techniques.
 DF5921
 DF5921.Photographs are available for this station.
 DF5921
 DF5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5921
 DF5921.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5921
 DF5921.The ellipsoidal height was determined by GPS observations
 DF5921.and is referenced to NAD 83.
 DF5921
 DF5921. The following values were computed from the NAD 83(2007) position.
 DF5921
 DF5921;                    North         East     Units Scale Factor Converg.
 DF5921;SPC MN C     -   208,807.688   885,807.496   MT  0.99994180   +0 48 03.6
 DF5921;SPC MN C     -   685,063.22  2,906,186.76   sFT  0.99994180   +0 48 03.6
 DF5921;UTM  15      - 5,091,120.302   488,944.484   MT  0.99960150   -0 06 09.4
 DF5921
 DF5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5921!SPC MN C     -   0.99995410  x   0.99994180  =   0.99989590
 DF5921!UTM  15      -   0.99995410  x   0.99960150  =   0.99955562
 DF5921
 DF5921                          SUPERSEDED SURVEY CONTROL
 DF5921
 DF5921  NAD 83(1996)-  45 58 24.83416(N)    093 08 33.75024(W) AD(       ) 1
 DF5921  ELLIP H (05/27/03)  292.843  (m)                       GP(       ) 3 1
 DF5921  NAVD 88 (10/22/03)  320.5    (m)  UNKNOWN model used   GPS OBS        
 DF5921  NAVD 88 (05/27/03)  320.6    (m)  GEOID99 model used   GPS OBS        
 DF5921
 DF5921.Superseded values are not recommended for survey control.
 DF5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5921.See file dsdata.txt to determine how the superseded data were derived.
 DF5921
 DF5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8894491120(NAD 83)
 DF5921
 DF5921_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5921_STAMPING: NO 22
 DF5921_MARK LOGO: MN-115
 DF5921_PROJECTION: FLUSH
 DF5921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5921+STABILITY: SURFACE MOTION
 DF5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5921+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF5921
 DF5921  HISTORY     - Date     Condition        Report By
 DF5921  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5921  HISTORY     - 20021002 GOOD             MNDT
 DF5921  HISTORY     - 20070905 GOOD             MNDT
 DF5921  HISTORY     - 20100415 GOOD             MNDT
 DF5921
 DF5921                          STATION DESCRIPTION
 DF5921
 DF5921'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5921'5 MI (8.0 KM) NW OF BROOK PARK, 3 MI (4.8 KM) WEST ALONG CO RD 131
 DF5921'THEN 1.75 MI (2.82 KM) NORTH ON CO RD 68, 31 FT (9.4 M) EAST OF CO RD
 DF5921'68, 0.25 MI (0.40 KM) SOUTH OF THE NW COR OF SECTION 7, 5 FT (1.5 M)
 DF5921'WEST OF FENCE COR, 2 FT (0.6 M) WEST OF WIT POST.
 DF5921
 DF5921                          STATION RECOVERY (2002)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5921'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , 5 MI (8.0 KM) NW
 DF5921'OF BROOK PARK, TO REACH FROM JCT OF CO RD 13 AND TH 23, GO 0.28 MI
 DF5921'(0.45 KM) WEST ALONG CO RD 13, THEN 2.8 MI (4.5 KM) WEST ON CO RD 131,
 DF5921'THEN 1.75 MI (2.82 KM) NORTH ON CO RD 68, 31 FT (9.4 M) EAST OF CO RD
 DF5921'68 , 5 FT (1.5 M) WEST OF FENCE CORNER, 2 FT (0.6 M) WEST OF WIT POST,
 DF5921'0.25 MI (0.40 KM) SOUTH OF THE NW CORNER OF SECTION 7. MARK IS FLUSH,
 DF5921'MAGNETIC.
 DF5921
 DF5921                          STATION RECOVERY (2007)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5921'RECOVERED AS DESCRIBED.
 DF5921
 DF5921                          STATION RECOVERY (2010)
 DF5921
 DF5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5921'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5921'THE MARK IS 5.0 MILES NORTHWEST OF BROOK PARK, 0.28 MILE WEST ALONG
 DF5921'COUNTY ROAD 13 FROM JUNCTION OF COUNTY ROAD 13 AND TRUNK HIGHWAY 23,
 DF5921'THEN 2.8 MILES WEST ON COUNTY ROAD 131, THEN 1.75 MILES NORTH ON
 DF5921'COUNTY ROAD 68, 31 FEET EAST OF COUNTY ROAD 68, 5.0 FEET WEST OF FENCE
 DF5921'CORNER, 2.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8709 ***********************************************************************
 DF8709  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8709  DESIGNATION -  22
 DF8709  PID         -  DF8709
 DF8709  STATE/COUNTY-  MN/KANABEC
 DF8709  COUNTRY     -  US
 DF8709  USGS QUAD   -  QUAMBA (1983)
 DF8709
 DF8709                         *CURRENT SURVEY CONTROL
 DF8709  ______________________________________________________________________
 DF8709* NAD 83(2007) POSITION- 45 56 54.65311(N) 093 11 18.78682(W)   ADJUSTED  
 DF8709* NAD 83(2007) ELLIP HT-   293.550 (meters)        (02/10/07)   ADJUSTED
 DF8709* NAD 83(2007) EPOCH   -  2002.00
 DF8709* NAVD 88 ORTHO HEIGHT -   321.34   (meters)    1054.3   (feet) GPS OBS   
 DF8709  ______________________________________________________________________
 DF8709  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 DF8709  NAD 83(2007) X  -   -247,108.500 (meters)                     COMP
 DF8709  NAD 83(2007) Y  - -4,435,761.280 (meters)                     COMP
 DF8709  NAD 83(2007) Z  -  4,561,481.400 (meters)                     COMP
 DF8709  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC09
 DF8709
 DF8709  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8709  Type                                         Horiz  Ellip  Dist(km)
 DF8709  -------------------------------------------------------------------
 DF8709  NETWORK                                       0.71   0.67
 DF8709  -------------------------------------------------------------------
 DF8709  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.71   0.59      8.37
 DF8709  -------------------------------------------------------------------
 DF8709  NOTE: Click here for information on individual local accuracy
 DF8709  values and other accuracy information.
 DF8709
 DF8709
 DF8709.The horizontal coordinates were established by GPS observations
 DF8709.and adjusted by the National Geodetic Survey in February 2007.
 DF8709
 DF8709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8709.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8709
 DF8709.The horizontal coordinates are valid at the epoch date displayed above
 DF8709.which is a decimal equivalence of Year/Month/Day.
 DF8709
 DF8709.The orthometric height was determined by GPS observations and a
 DF8709.high-resolution geoid model using precise GPS observation and
 DF8709.processing techniques.
 DF8709
 DF8709.Photographs are available for this station.
 DF8709
 DF8709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8709
 DF8709.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8709
 DF8709.The ellipsoidal height was determined by GPS observations
 DF8709.and is referenced to NAD 83.
 DF8709
 DF8709. The following values were computed from the NAD 83(2007) position.
 DF8709
 DF8709;                    North         East     Units Scale Factor Converg.
 DF8709;SPC MN C     -   205,975.098   882,292.481   MT  0.99994464   +0 46 04.2
 DF8709;SPC MN C     -   675,769.97  2,894,654.58   sFT  0.99994464   +0 46 04.2
 DF8709;UTM  15      - 5,088,344.436   485,386.456   MT  0.99960263   -0 08 07.9
 DF8709
 DF8709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8709!SPC MN C     -   0.99995398  x   0.99994464  =   0.99989863
 DF8709!UTM  15      -   0.99995398  x   0.99960263  =   0.99955663
 DF8709
 DF8709                          SUPERSEDED SURVEY CONTROL
 DF8709
 DF8709  NAD 83(1996)-  45 56 54.65294(N)    093 11 18.78635(W) AD(       ) 1
 DF8709  ELLIP H (10/22/03)  293.589  (m)                       GP(       ) 3 2
 DF8709  NAVD 88 (10/22/03)  321.3    (m)  GEOID99 model used   GPS OBS        
 DF8709
 DF8709.Superseded values are not recommended for survey control.
 DF8709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8709.See file dsdata.txt to determine how the superseded data were derived.
 DF8709
 DF8709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8538688344(NAD 83)
 DF8709
 DF8709_MARKER: DD = SURVEY DISK
 DF8709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8709_STAMPING: 22
 DF8709_MARK LOGO: MN-065
 DF8709_PROJECTION: FLUSH
 DF8709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8709+STABILITY: SURFACE MOTION
 DF8709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8709+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF8709
 DF8709  HISTORY     - Date     Condition        Report By
 DF8709  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8709  HISTORY     - 20100415 GOOD             MNDT
 DF8709  HISTORY     - 20100415 GOOD             MNDT
 DF8709
 DF8709                          STATION DESCRIPTION
 DF8709
 DF8709'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8709'5.2 MI (8.4 KM) NORTH OF MORA ON TH 65 TO TH 65 MP 70.10, THEN 4.25 MI
 DF8709'(6.84 KM) EAST ON CO RD 19 (250TH AVE) , 48 FT (14.6 M) NORTH OF
 DF8709'CENTER OF 250TH AVE, 10 FT (3.0 M) EAST OF CENTER OF DRIVEWAY, 2 FT
 DF8709'(0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8709
 DF8709                          STATION RECOVERY (2010)
 DF8709
 DF8709'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8709'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8709'THE MARK IS 5.0 MILES NORTHEAST OF MORA, 5.2 MILES NORTH ALONG TRUNK
 DF8709'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN
 DF8709'MORA, AT TRUNK HIGHWAY 65 MILEPOINT 70.10, THEN 4.25 MILES EAST ON
 DF8709'COUNTY ROAD 19 (250TH AVENUE), 48 FEET NORTH OF CENTERLINE OF 250TH
 DF8709'AVENUE, 10 FEET EAST OF CENTERLINE OF DRIVEWAY NUMBER 2578, 2.0 FEET
 DF8709'SOUTH OF WITNESS POST.
 DF8709
 DF8709                          STATION RECOVERY (2010)
 DF8709
 DF8709'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8709'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8709'THE MARK IS 5.0 MILES NORTHEAST OF MORA, 5.2 MILES NORTH ALONG TRUNK
 DF8709'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN
 DF8709'MORA, AT TRUNK HIGHWAY 65 MILEPOINT 70.10, THEN 4.25 MILES EAST ON
 DF8709'COUNTY ROAD 19 (250TH AVENUE), 48 FEET NORTH OF CENTERLINE OF 250TH
 DF8709'AVENUE, 10 FEET EAST OF CENTERLINE OF DRIVEWAY NUMBER 2578, 2.0 FEET
 DF8709'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0172 ***********************************************************************
 QO0172  DESIGNATION -  22 ADP
 QO0172  PID         -  QO0172
 QO0172  STATE/COUNTY-  MN/CHISAGO
 QO0172  COUNTRY     -  US
 QO0172  USGS QUAD   -  ST CROIX DALLES (1978)
 QO0172
 QO0172                         *CURRENT SURVEY CONTROL
 QO0172  ______________________________________________________________________
 QO0172* NAD 83(1986) POSITION- 45 23 40.4    (N) 092 40 04.1    (W)   HD_HELD2  
 QO0172* NAVD 88 ORTHO HEIGHT -   224.359  (meters)     736.08  (feet) ADJUSTED  
 QO0172  ______________________________________________________________________
 QO0172  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO0172  DYNAMIC HEIGHT  -        224.363 (meters)      736.10  (feet) COMP
 QO0172  MODELED GRAVITY -    980,625.4   (mgal)                       NAVD 88
 QO0172
 QO0172  VERT ORDER      -  SECOND    CLASS I
 QO0172
 QO0172.The horizontal coordinates were established by autonomous hand held GPS
 QO0172.observations and have an estimated accuracy of +/- 10 meters.
 QO0172.
 QO0172.The orthometric height was determined by differential leveling and
 QO0172.adjusted in June 1991.
 QO0172
 QO0172.Photographs are available for this station.
 QO0172
 QO0172.The dynamic height is computed by dividing the NAVD 88
 QO0172.geopotential number by the normal gravity value computed on the
 QO0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0172.degrees latitude (g = 980.6199 gals.).
 QO0172
 QO0172.The modeled gravity was interpolated from observed gravity values.
 QO0172
 QO0172;                    North         East    Units  Estimated Accuracy
 QO0172;SPC MN C     -   145,092.      923,891.      MT  (+/- 10 meters HH2 GPS)
 QO0172
 QO0172                          SUPERSEDED SURVEY CONTROL
 QO0172
 QO0172  NGVD 29 (??/??/92)  224.328  (m)          735.98   (f) ADJ UNCH    2 1
 QO0172
 QO0172.Superseded values are not recommended for survey control.
 QO0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0172.See file dsdata.txt to determine how the superseded data were derived.
 QO0172
 QO0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2600126835(NAD 83)
 QO0172
 QO0172_MARKER: DB = BENCH MARK DISK
 QO0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0172_STAMPING: 22 ADP 1954
 QO0172_MARK LOGO: USGS  
 QO0172_PROJECTION: FLUSH
 QO0172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0172+STABILITY: SURFACE MOTION
 QO0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0172+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2007
 QO0172
 QO0172  HISTORY     - Date     Condition        Report By
 QO0172  HISTORY     - 1954     MONUMENTED       USGS
 QO0172  HISTORY     - 1975     GOOD             MNDT
 QO0172  HISTORY     - 20070618 GOOD             MNDT
 QO0172
 QO0172                          STATION DESCRIPTION
 QO0172
 QO0172'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0172'0.9 MI SW FROM TAYLORS FALLS.
 QO0172'1.0 MILES SOUTHWEST ALONG TH 8 FROM THE JUNCTION OF TH 8 AND TH 95
 QO0172'(NORTH) IN TAYLORS FALLS AT AN ENTRANCE TO THE INTERSTATE PARK
 QO0172'CAMPGROUNDS.  IT IS 126 FEET SOUTH OF, AND 13 FEET LOWER THAN THE
 QO0172'CENTERLINE OF TH 8 AT MILEPOINT 21.1, 93 FEET NORTHWEST OF THE
 QO0172'SOUTHWEST CORNER OF A PARK RESIDENCE, 86 FEET SOUTH OF THE SOUTH EDGE
 QO0172'OF A BOX CULVERT UNDER TH 8, 37 FEET WEST OF THE PARK ROAD, AT THE TOP
 QO0172'OF THE CREEK BANK.  IT IS A BENCH MARK DISK IN A MAGNETIC, CONCRETE
 QO0172'MONUMENT PROJECTING 1 INCH ABOVE GROUND, 1.0 FEET NORTHWEST OF A STEEL
 QO0172'WITNESS POST.  NW 1/4, SEC 36, T 34N, R 19W.
 QO0172
 QO0172                          STATION RECOVERY (2007)
 QO0172
 QO0172'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0172'0.9 MILES SOUTHWEST FROM TAYLORS FALLS, 1.0 MILES SOUTHWEST ALONG
 QO0172'TRUNK HIGHWAY 8 FROM THE JUNCTION OF TRUNK HIGHWAY 8 AND TRUNK HIGHWAY
 QO0172'95 (NORTH) IN TAYLOR FALLS, AT TRUNK HIGHWAY 8 MILPOINT 21.1, 126 FEET
 QO0172'SOUTH OF TRUNK HIGHWAY 8, 37 FEET WEST OF ROAD TO PARK CAMPGROUNDS, 93
 QO0172'FEET NORTHWEST OF CORNER OF PARK HOUSE, 86 FEET SOUTH OF SOUTH EDGE OF
 QO0172'CULVERT, 1.0 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0237 ***********************************************************************
 QO0237  DESIGNATION -  22 BOLT
 QO0237  PID         -  QO0237
 QO0237  STATE/COUNTY-  MN/PINE
 QO0237  COUNTRY     -  US
 QO0237  USGS QUAD   -  PINE CITY (1983)
 QO0237
 QO0237                         *CURRENT SURVEY CONTROL
 QO0237  ______________________________________________________________________
 QO0237* NAD 83(1986) POSITION- 45 45 27.64   (N) 092 57 44.60   (W)   HD_HELD1  
 QO0237* NAVD 88 ORTHO HEIGHT -   284.655  (meters)     933.91  (feet) ADJUSTED  
 QO0237  ______________________________________________________________________
 QO0237  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 QO0237  DYNAMIC HEIGHT  -        284.652 (meters)      933.90  (feet) COMP
 QO0237  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO0237
 QO0237  VERT ORDER      -  SECOND    CLASS 0
 QO0237
 QO0237.The horizontal coordinates were established by differentially corrected
 QO0237.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0237.
 QO0237.The orthometric height was determined by differential leveling and
 QO0237.adjusted in June 1991.
 QO0237
 QO0237.Photographs are available for this station.
 QO0237
 QO0237.The dynamic height is computed by dividing the NAVD 88
 QO0237.geopotential number by the normal gravity value computed on the
 QO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0237.degrees latitude (g = 980.6199 gals.).
 QO0237
 QO0237.The modeled gravity was interpolated from observed gravity values.
 QO0237
 QO0237;                    North         East    Units  Estimated Accuracy
 QO0237;SPC MN C     -   185,027.6     900,169.9     MT  (+/- 3 meters HH1 GPS) 
 QO0237
 QO0237                          SUPERSEDED SURVEY CONTROL
 QO0237
 QO0237  NGVD 29 (??/??/92)  284.588  (m)          933.69   (f) ADJ UNCH    2 0
 QO0237
 QO0237.Superseded values are not recommended for survey control.
 QO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0237.See file dsdata.txt to determine how the superseded data were derived.
 QO0237
 QO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0292567125(NAD 83)
 QO0237
 QO0237_MARKER: DB = BENCH MARK DISK
 QO0237_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 QO0237_SP_SET: TILE
 QO0237_MARK LOGO: MRC   
 QO0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0237
 QO0237  HISTORY     - Date     Condition        Report By
 QO0237  HISTORY     - UNK      MONUMENTED       MRC
 QO0237  HISTORY     - 1974     GOOD             MNDT
 QO0237  HISTORY     - 20080930 MARK NOT FOUND   MNDT
 QO0237
 QO0237                          STATION DESCRIPTION
 QO0237
 QO0237'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0237'IN ROCK CREEK.
 QO0237'THE MARK IS LOCATED 0.1 MILE SOUTH ALONG THE BURLINGTON NORTHERN
 QO0237'RAILROAD FROM THE COUNTY ROAD 9 CROSSING AT ROCK CREEK.  IT IS AT THE
 QO0237'RAILROAD MILEPOINT 57.0.  IT IS 50.0 FEET EAST OF EAST RAIL BURLINGTON
 QO0237'NORTHERN RAILROAD, 32.4 FEET WEST OF SOUTHWEST CORNER OF GARAGE
 QO0237'(ATTACHED TO 1-STORY FRAME HOUSE), 35.5 FEET SOUTHWEST OF THE
 QO0237'NORTHWEST CORNER OF GARAGE AND IS ON THE TOP OF THE SOUTH BANK OF ROCK
 QO0237'CREEK.  IT IS THE TOP OF A COPPER BOLT LEADED IN TILE ABOUT 3 FEET
 QO0237'BELOW THE SURFACE OF THE GROUND.  ACCESS TO THE MARK IS THROUGH A 4
 QO0237'INCH IRON PIPE WITH A STANDARD MRC CAP THAT PROJECTS ONE FOOT ABOVE
 QO0237'THE SURFACE OF THE GROUND.  IT IS 1.0 FOOT WEST OF A STEEL WITNESS
 QO0237'POST AND 4 FEET BELOW THE LEVEL OF THE RAILROAD.  NE 1/4, SEC 28, T
 QO0237'38N, R 21W.
 QO0237
 QO0237                          STATION RECOVERY (2008)
 QO0237
 QO0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 QO0237'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0236 ***********************************************************************
 QO0236  DESIGNATION -  22 CAP
 QO0236  PID         -  QO0236
 QO0236  STATE/COUNTY-  MN/PINE
 QO0236  COUNTRY     -  US
 QO0236  USGS QUAD   -  PINE CITY (1983)
 QO0236
 QO0236                         *CURRENT SURVEY CONTROL
 QO0236  ______________________________________________________________________
 QO0236* NAD 83(1986) POSITION- 45 45 27.64   (N) 092 57 44.60   (W)   HD_HELD1  
 QO0236* NAVD 88 ORTHO HEIGHT -   285.875  (meters)     937.91  (feet) ADJUSTED  
 QO0236  ______________________________________________________________________
 QO0236  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 QO0236  DYNAMIC HEIGHT  -        285.872 (meters)      937.90  (feet) COMP
 QO0236  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO0236
 QO0236  VERT ORDER      -  SECOND    CLASS 0
 QO0236
 QO0236.The horizontal coordinates were established by differentially corrected
 QO0236.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0236.
 QO0236.The orthometric height was determined by differential leveling and
 QO0236.adjusted in June 1991.
 QO0236
 QO0236.Photographs are available for this station.
 QO0236
 QO0236.The dynamic height is computed by dividing the NAVD 88
 QO0236.geopotential number by the normal gravity value computed on the
 QO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0236.degrees latitude (g = 980.6199 gals.).
 QO0236
 QO0236.The modeled gravity was interpolated from observed gravity values.
 QO0236
 QO0236;                    North         East    Units  Estimated Accuracy
 QO0236;SPC MN C     -   185,027.6     900,169.9     MT  (+/- 3 meters HH1 GPS) 
 QO0236
 QO0236                          SUPERSEDED SURVEY CONTROL
 QO0236
 QO0236  NGVD 29 (??/??/92)  285.809  (m)          937.69   (f) ADJ UNCH    2 0
 QO0236
 QO0236.Superseded values are not recommended for survey control.
 QO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0236.See file dsdata.txt to determine how the superseded data were derived.
 QO0236
 QO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0292567125(NAD 83)
 QO0236
 QO0236_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0236_SP_SET: SHALLOW-SET PIPE
 QO0236_STAMPING: UNSTAMPED
 QO0236_MARK LOGO: MRC   
 QO0236_PROJECTION: PROJECTING 46 CENTIMETERS
 QO0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0236+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 QO0236
 QO0236  HISTORY     - Date     Condition        Report By
 QO0236  HISTORY     - UNK      MONUMENTED       MRC
 QO0236  HISTORY     - 1974     GOOD             MNDT
 QO0236  HISTORY     - 1975     GOOD             MNDT
 QO0236  HISTORY     - 1977     GOOD             MNDT
 QO0236  HISTORY     - 20071009 POOR             MNDT
 QO0236
 QO0236                          STATION DESCRIPTION
 QO0236
 QO0236'DESCRIBED BY MN DEPT OF TRANSP 1974
 QO0236'IN ROCK CREEK.
 QO0236'THE MARK IS LOCATED 0.1 MILE SOUTH ALONG THE BURLINGTON NORTHERN
 QO0236'RAILROAD FROM THE COUNTY ROAD 9 CROSSING AT ROCK CREEK.  IT IS AT THE
 QO0236'RAILROAD MILEPOINT 57.0.  IT IS 50.0 FEET EAST OF EAST RAIL BURLINGTON
 QO0236'NORTHERN RAILROAD, 32.4 FEET WEST OF SOUTHWEST CORNER OF GARAGE
 QO0236'(ATTACHED TO 1-STORY FRAME HOUSE), 35.5 FEET SOUTHWEST OF THE
 QO0236'NORTHWEST CORNER OF GARAGE AND IS ON THE TOP OF THE SOUTH BANK OF ROCK
 QO0236'CREEK.  A 4 INCH IRON PIPE WITH A STANDARD MRC CAP THAT PROJECTS ONE
 QO0236'FOOT ABOVE THE SURFACE OF THE GROUND.  IT IS 1.0 FOOT WEST OF A STEEL
 QO0236'WITNESS POST AND 4 FEET BELOW THE LEVEL OF THE RAILROAD.  NE 1/4, SEC
 QO0236'28, T 38N, R 21W.
 QO0236
 QO0236                          STATION RECOVERY (1975)
 QO0236
 QO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 QO0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IT IS LOCATED
 QO0236'0.1 MILE SOUTH ALONG THE GREAT NORTHERN RAILROAD FROM THE COUNTY ROAD
 QO0236'9 CROSSING AT ROCK CREEK AND IS AT RAILROAD MILEPOINT 57.0.  IT IS 50
 QO0236'FEET EAST OF THE EAST RAIL OF THE RAILROAD, 32.4 FEET WEST OF THE
 QO0236'SOUTHWEST CORNER OF A GARAGE (ATTACHED TO A 1-STORY FRAME HOUSE) 35.5
 QO0236'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE AND IS ON TOP OF
 QO0236'THE SOUTH BANK OF ROCK CREEK.  IT IS A STANDARD MRC CAP ON A 4 INCH
 QO0236'IRON PIPE WHICH IS THE ACCESS TO PBM 22 (TOP OF COPPER BOLT LEADED IN
 QO0236'TILE 3 FEET BELOW THE SURFACE OF THE GROUND).  NE 1/4, SEC 28, T 38N,
 QO0236'R 21W.
 QO0236
 QO0236                          STATION RECOVERY (1977)
 QO0236
 QO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 MILE
 QO0236'SOUTH ALONG TRUNK HIGHWAY 361 FROM THE JUNCTION OF TRUNK HIGHWAY 361
 QO0236'AND COUNTY ROAD 2 IN ROCK CREEK, THENCE 0.1 MILE WEST ALONG A
 QO0236'DRIVEWAY TO THE RAILROAD TRACK AND SOUTH BANK OF ROCK CREEK.  IT IS
 QO0236'49.5 FT EAST OF THE BURLINGTON NORTHERN RAILROAD AT RAILROAD
 QO0236'MILEPOINT 57, 36.6 FT NORTHWEST OF A 10 INCH NORWAY PINE TREE, 32.2
 QO0236'FT WEST OF THE SOUTHWEST CORNER OF A GARAGE ATTACHED TO A ONE STORY
 QO0236'FRAME HOUSE AND 35.5 FT SOUTHWEST OF THE NORTHWEST CORNER OF THE
 QO0236'GARAGE.
 QO0236
 QO0236                          STATION RECOVERY (2007)
 QO0236
 QO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 QO0236'RECOVERED AS DESCRIBED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5911 ***********************************************************************
 DH5911  DESIGNATION -  22 CER
 DH5911  PID         -  DH5911
 DH5911  STATE/COUNTY-  MN/CLEARWATER
 DH5911  COUNTRY     -  US
 DH5911  USGS QUAD   -  HEART LAKE (1981)
 DH5911
 DH5911                         *CURRENT SURVEY CONTROL
 DH5911  ______________________________________________________________________
 DH5911* NAD 83(1986) POSITION- 47 18 39.     (N) 095 20 23.     (W)   SCALED    
 DH5911* NAVD 88 ORTHO HEIGHT -   479.930  (meters)    1574.57  (feet) ADJUSTED  
 DH5911  ______________________________________________________________________
 DH5911  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DH5911  DYNAMIC HEIGHT  -        479.968 (meters)     1574.70  (feet) COMP
 DH5911  MODELED GRAVITY -    980,676.0   (mgal)                       NAVD 88
 DH5911
 DH5911  VERT ORDER      -  THIRD
 DH5911
 DH5911.The horizontal coordinates were scaled from a topographic map and have
 DH5911.an estimated accuracy of +/- 6 seconds.
 DH5911.
 DH5911.The orthometric height was determined by differential leveling and
 DH5911.adjusted in May 2009.
 DH5911
 DH5911.The dynamic height is computed by dividing the NAVD 88
 DH5911.geopotential number by the normal gravity value computed on the
 DH5911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5911.degrees latitude (g = 980.6199 gals.).
 DH5911
 DH5911.The modeled gravity was interpolated from observed gravity values.
 DH5911
 DH5911;                    North         East    Units  Estimated Accuracy
 DH5911;SPC MN N     -   192,600.      630,680.      MT  (+/- 180 meters Scaled)
 DH5911
 DH5911                          SUPERSEDED SURVEY CONTROL
 DH5911
 DH5911.No superseded survey control is available for this station.
 DH5911
 DH5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN231423(NAD 83)
 DH5911
 DH5911_MARKER: DB = BENCH MARK DISK
 DH5911_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5911_STAMPING: 22 CER 1967
 DH5911_MARK LOGO: USGS  
 DH5911_PROJECTION: FLUSH
 DH5911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5911_ROD/PIPE-DEPTH:  4.0 meters
 DH5911
 DH5911  HISTORY     - Date     Condition        Report By
 DH5911  HISTORY     - 1967     MONUMENTED       USGS
 DH5911
 DH5911                          STATION DESCRIPTION
 DH5911
 DH5911'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5911'ZERKEL, CLEARWATER CO., 2.0 MI (3.2 KM) EAST OF, T. 144 N., R. 37 W.,
 DH5911'NEAR COR. OF SECS. 2, 3, 10 AND 11, 21 FT (6.4 M) NORTH, 42 FT (12.8
 DH5911'M) WEST OF AND 0.4 FT. LOWER THAN T-ROAD NORTH, 2 FT (0.6 M) SOUTH OF
 DH5911'A FENCE LINE, A STANDARD TABLET SET ON TOP OF A 1/2 IN. COPPER COATED
 DH5911'STEEL ROD, DRIVEN 13 FT (4.0 M) IN GROUND, AND STAMPED 22 CER 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1856 ***********************************************************************
 QP1856  DESIGNATION -  22 DRL
 QP1856  PID         -  QP1856
 QP1856  STATE/COUNTY-  MN/DOUGLAS
 QP1856  COUNTRY     -  US
 QP1856  USGS QUAD   -  FARWELL (1966)
 QP1856
 QP1856                         *CURRENT SURVEY CONTROL
 QP1856  ______________________________________________________________________
 QP1856* NAD 83(1996) POSITION- 45 50 49.29978(N) 095 31 13.04763(W)   NO CHECK  
 QP1856* NAVD 88 ORTHO HEIGHT -   425.464  (meters)    1395.88  (feet) ADJUSTED  
 QP1856  ______________________________________________________________________
 QP1856  LAPLACE CORR    -          0.27  (seconds)                    DEFLEC09
 QP1856  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 QP1856  DYNAMIC HEIGHT  -        425.458 (meters)     1395.86  (feet) COMP
 QP1856  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QP1856
 QP1856  HORZ ORDER      -  SECOND
 QP1856  VERT ORDER      -  SECOND    CLASS I
 QP1856
 QP1856.The horizontal coordinates were established by classical geodetic methods
 QP1856.and adjusted by the National Geodetic Survey in March 1999.
 QP1856.
 QP1856.No horizontal observational check was made to the station.
 QP1856.
 QP1856.The orthometric height was determined by differential leveling and
 QP1856.adjusted in June 1995.
 QP1856
 QP1856.Photographs are available for this station.
 QP1856
 QP1856.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1856
 QP1856.The dynamic height is computed by dividing the NAVD 88
 QP1856.geopotential number by the normal gravity value computed on the
 QP1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1856.degrees latitude (g = 980.6199 gals.).
 QP1856
 QP1856.The modeled gravity was interpolated from observed gravity values.
 QP1856
 QP1856. The following values were computed from the NAD 83(1996) position.
 QP1856
 QP1856;                    North         East     Units Scale Factor Converg.
 QP1856;SPC MN C     -   194,935.214   701,336.620   MT  0.99995805   -0 55 08.1
 QP1856;SPC MN C     -   639,549.95  2,300,968.56   sFT  0.99995805   -0 55 08.1
 QP1856;UTM  15      - 5,080,140.400   304,312.728   MT  1.00007079   -1 48 31.8
 QP1856
 QP1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1856!SPC MN C     -   0.99993738  x   0.99995805  =   0.99989544
 QP1856!UTM  15      -   0.99993738  x   1.00007079  =   1.00000817
 QP1856
 QP1856                          SUPERSEDED SURVEY CONTROL
 QP1856
 QP1856  NAD 83(1996)-  45 50 49.29874(N)    095 31 13.04170(W) AD(       ) 2
 QP1856  NAD 83(1986)-  45 50 49.29752(N)    095 31 13.04029(W) AD(       ) 2
 QP1856  NGVD 29 (07/27/93)  425.25   (m)         1395.2    (f) LEVELING    3  
 QP1856
 QP1856.Superseded values are not recommended for survey control.
 QP1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1856.See file dsdata.txt to determine how the superseded data were derived.
 QP1856
 QP1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0431280140(NAD 83)
 QP1856
 QP1856_MARKER: DB = BENCH MARK DISK
 QP1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1856_SP_SET: CONCRETE POST
 QP1856_STAMPING: 22 DRL 1965
 QP1856_MARK LOGO: USGS  
 QP1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1856+STABILITY: SURFACE MOTION
 QP1856
 QP1856  HISTORY     - Date     Condition        Report By
 QP1856  HISTORY     - 1965     MONUMENTED       MNDT
 QP1856  HISTORY     - 1983     GOOD             MNDT
 QP1856
 QP1856                          STATION DESCRIPTION
 QP1856
 QP1856'DESCRIBED BY MN DEPT OF TRANSP 1965 (DKH)
 QP1856'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF THE TOWN OF
 QP1856'HOLMES CITY, IN THE SE 1/4 OF SECTION 36, T128N, R39W, IN THE
 QP1856'NORTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 29 AND A
 QP1856'GRAVEL ROAD.
 QP1856'
 QP1856'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 114 AND TRUNK
 QP1856'HIGHWAY 27 ABOUT 2 MILES EAST OF HOLMES CITY, GO WEST ON TRUNK HIGHWAY
 QP1856'27 FOR 1.4 MILES TO A GRAVEL CROSSROAD AND THE STATION ON THE RIGHT.
 QP1856'
 QP1856'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 QP1856'STAMPED---22 DRL 1965---, IS SET IN THE TOP OF A 12 INCH SQUARE
 QP1856'CONCRETE MONUMENT THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 QP1856'GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 27.  THE MARK IS 84.5
 QP1856'FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT 72.25,
 QP1856'46 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, 13.3 FEET
 QP1856'EAST-SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST, 2.4 FEET SOUTH OF
 QP1856'A POWER POLE, AND 1.2 FEET WEST OF A STEEL WITNESS POST.
 QP1856'
 QP1856'THIS STATION IS AN AZIMUTH MARK FOR STATION BENCH MARK 2101 K MNDT.
 QP1856
 QP1856                          STATION RECOVERY (1983)
 QP1856
 QP1856'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 QP1856'1.25 MI NW FROM HOLMES CITY.
 QP1856'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF THE TOWN OF HOLMES
 QP1856'CITY, IN THE SE 1/4 OF SECTION 36, T128N, R39W, 1.4 MILES WEST ALONG
 QP1856'TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 114 ABOUT 5
 QP1856'MILES WEST OF ALEXANDRIA, 84.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 QP1856'HIGHWAY 27 AT MILEPOINT 72.25, 46 FEET EAST OF THE CENTER OF A GRAVEL
 QP1856'ROAD, 13.3 FEET EAST-SOUTHEAST OF AN UNDERGROUND CABLE MARKER, 2.4
 QP1856'FEET SOUTH OF A POWER POLE, AND 1.2 FEET WEST OF A STEEL WITNESS
 QP1856'POST.  THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---22 DRL
 QP1856'1965---, IS SET IN THE TOP OF A 6 INCH ROUND CONCRETE POST THAT
 QP1856'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL
 QP1856'WITH TRUNK HIGHWAY 27.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1928 ***********************************************************************
 DM1928  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1928  DESIGNATION -  22 RB
 DM1928  PID         -  DM1928
 DM1928  STATE/COUNTY-  MN/POPE
 DM1928  COUNTRY     -  US
 DM1928  USGS QUAD   -  SWIFT FALLS (1968)
 DM1928
 DM1928                         *CURRENT SURVEY CONTROL
 DM1928  ______________________________________________________________________
 DM1928* NAD 83(2007) POSITION- 45 25 39.79178(N) 095 28 31.37481(W)   ADJUSTED  
 DM1928* NAD 83(2007) ELLIP HT-   349.140 (meters)        (08/04/10)   ADJUSTED
 DM1928* NAD 83(2007) EPOCH   -  2002.00
 DM1928* NAVD 88 ORTHO HEIGHT -   375.44   (meters)    1231.8   (feet) GPS OBS   
 DM1928  ______________________________________________________________________
 DM1928  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1928  GEOID HEIGHT    -        -26.24  (meters)                     GEOID03
 DM1928  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 DM1928  NAD 83(2007) X  -   -427,863.946 (meters)                     COMP
 DM1928  NAD 83(2007) Y  - -4,463,638.744 (meters)                     COMP
 DM1928  NAD 83(2007) Z  -  4,521,083.717 (meters)                     COMP
 DM1928  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC09
 DM1928  HORZ ORDER      -  FIRST
 DM1928  ELLP ORDER      -  THIRD     CLASS I
 DM1928
 DM1928.The horizontal coordinates were established by GPS observations
 DM1928.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1928
 DM1928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1928.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1928
 DM1928.The horizontal coordinates are valid at the epoch date displayed above
 DM1928.which is a decimal equivalence of Year/Month/Day.
 DM1928
 DM1928.The orthometric height was determined by GPS observations and a
 DM1928.high-resolution geoid model using precise GPS observation and
 DM1928.processing techniques.
 DM1928
 DM1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1928
 DM1928.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1928
 DM1928.The ellipsoidal height was determined by GPS observations
 DM1928.and is referenced to NAD 83.
 DM1928
 DM1928. The following values were computed from the NAD 83(2007) position.
 DM1928
 DM1928;                    North         East     Units Scale Factor Converg.
 DM1928;SPC MN C     -   148,282.300   704,103.446   MT  1.00004628   -0 53 11.1
 DM1928;SPC MN C     -   486,489.51  2,310,046.06   sFT  1.00004628   -0 53 11.1
 DM1928;UTM  15      - 5,033,447.182   306,359.859   MT  1.00006104   -1 45 50.1
 DM1928
 DM1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1928!SPC MN C     -   0.99994527  x   1.00004628  =   0.99999154
 DM1928!UTM  15      -   0.99994527  x   1.00006104  =   1.00000630
 DM1928
 DM1928                          SUPERSEDED SURVEY CONTROL
 DM1928
 DM1928.No superseded survey control is available for this station.
 DM1928
 DM1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0635933447(NAD 83)
 DM1928
 DM1928_MARKER: DD = SURVEY DISK
 DM1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1928_STAMPING: 22 RB 1966
 DM1928_MARK LOGO: USGS  
 DM1928_PROJECTION: PROJECTING 3 CENTIMETERS
 DM1928_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1928+STABILITY: SURFACE MOTION
 DM1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1928+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 DM1928
 DM1928  HISTORY     - Date     Condition        Report By
 DM1928  HISTORY     - 19660401 MONUMENTED       USGS
 DM1928  HISTORY     - 20090603 GOOD             MNDT
 DM1928
 DM1928                          STATION DESCRIPTION
 DM1928
 DM1928'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1928'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1928'THE MARK IS 13.3 MILES SOUTH OF STARBUCK, 12.5 MILES SOUTH ALONG TRUNK
 DM1928'HIGHWAY 29 FROM JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 28 IN
 DM1928'STARBUCK TO JUNCTION OF COUNTY ROAD 4, THEN 4.3 MILES EAST ALONG
 DM1928'COUNTY ROAD 4 TO JUNCTION OF 267TH AVENUE, THEN 0.5 MILE SOUTH ON
 DM1928'267TH AVENUE TO JUNCTION OF 325TH STREET, THEN 0.1 MILE EAST ON 325TH
 DM1928'STREET TO JUNCTION OF 266TH AVENUE, THEN 0.4 MILE SOUTH ON 266TH
 DM1928'AVENUE, 176 FEET NORTH OF 330TH STREET, 39 FEET WEST OF 266TH AVENUE,
 DM1928'2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1328 ***********************************************************************
 PP1328  DESIGNATION -  22 RDS
 PP1328  PID         -  PP1328
 PP1328  STATE/COUNTY-  MN/DAKOTA
 PP1328  COUNTRY     -  US
 PP1328  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1328
 PP1328                         *CURRENT SURVEY CONTROL
 PP1328  ______________________________________________________________________
 PP1328* NAD 83(2007) POSITION- 44 46 17.55061(N) 093 02 02.59594(W)   ADJUSTED  
 PP1328* NAD 83(2007) ELLIP HT-   255.529 (meters)        (10/16/09)   ADJUSTED
 PP1328* NAD 83(2007) EPOCH   -  2002.00
 PP1328* NAVD 88 ORTHO HEIGHT -   283.548  (meters)     930.27  (feet) ADJUSTED  
 PP1328  ______________________________________________________________________
 PP1328  NAD 83(2007) X  -   -240,071.714 (meters)                     COMP
 PP1328  NAD 83(2007) Y  - -4,529,330.899 (meters)                     COMP
 PP1328  NAD 83(2007) Z  -  4,469,540.283 (meters)                     COMP
 PP1328  LAPLACE CORR    -        -10.23  (seconds)                    DEFLEC09
 PP1328  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 PP1328  DYNAMIC HEIGHT  -        283.532 (meters)      930.22  (feet) COMP
 PP1328  MODELED GRAVITY -    980,553.0   (mgal)                       NAVD 88
 PP1328
 PP1328  HORZ ORDER      -  FIRST
 PP1328  VERT ORDER      -  SECOND    CLASS I
 PP1328  ELLP ORDER      -  THIRD     CLASS I
 PP1328
 PP1328.The horizontal coordinates were established by GPS observations
 PP1328.and adjusted by the MN DEPT OF TRANSP in October 2009.
 PP1328
 PP1328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1328
 PP1328.The horizontal coordinates are valid at the epoch date displayed above
 PP1328.which is a decimal equivalence of Year/Month/Day.
 PP1328
 PP1328.The orthometric height was determined by differential leveling and
 PP1328.adjusted in August 2004.
 PP1328
 PP1328.Photographs are available for this station.
 PP1328
 PP1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1328
 PP1328.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1328
 PP1328.The ellipsoidal height was determined by GPS observations
 PP1328.and is referenced to NAD 83.
 PP1328
 PP1328.The dynamic height is computed by dividing the NAVD 88
 PP1328.geopotential number by the normal gravity value computed on the
 PP1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1328.degrees latitude (g = 980.6199 gals.).
 PP1328
 PP1328.The modeled gravity was interpolated from observed gravity values.
 PP1328
 PP1328. The following values were computed from the NAD 83(2007) position.
 PP1328
 PP1328;                    North         East     Units Scale Factor Converg.
 PP1328;SPC MN S     -   297,291.462   876,456.912   MT  0.99993313   +0 40 37.4
 PP1328;SPC MN S     -   975,363.74  2,875,509.05   sFT  0.99993313   +0 40 37.4
 PP1328;UTM  15      - 4,957,572.668   497,305.346   MT  0.99960009   -0 01 26.3
 PP1328
 PP1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1328!SPC MN S     -   0.99995994  x   0.99993313  =   0.99989307
 PP1328!UTM  15      -   0.99995994  x   0.99960009  =   0.99956004
 PP1328
 PP1328                          SUPERSEDED SURVEY CONTROL
 PP1328
 PP1328  NAVD 88 (10/16/09)  283.54   (m)          930.2    (f) LEVELING    3  
 PP1328  NAVD 88 (06/15/91)  283.545  (m)          930.26   (f) SUPERSEDED  2 0
 PP1328  NGVD 29 (??/??/92)  283.501  (m)          930.12   (f) ADJ UNCH    2 0
 PP1328
 PP1328.Superseded values are not recommended for survey control.
 PP1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1328.See file dsdata.txt to determine how the superseded data were derived.
 PP1328
 PP1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9730557572(NAD 83)
 PP1328
 PP1328_MARKER: DB = BENCH MARK DISK
 PP1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1328_STAMPING: 22 RDS 1950
 PP1328_MARK LOGO: USGS  
 PP1328_PROJECTION: FLUSH
 PP1328_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1328+STABILITY: SURFACE MOTION
 PP1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1328+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2009
 PP1328
 PP1328  HISTORY     - Date     Condition        Report By
 PP1328  HISTORY     - 1950     MONUMENTED       USGS
 PP1328  HISTORY     - 1970     GOOD             MNDT
 PP1328  HISTORY     - 1986     GOOD             USPSQD
 PP1328  HISTORY     - 19971126 GOOD             MNDT
 PP1328  HISTORY     - 20021116 GOOD             USPSQD
 PP1328  HISTORY     - 20040919 GOOD             USPSQD
 PP1328  HISTORY     - 20090317 GOOD             MNDT
 PP1328
 PP1328                          STATION DESCRIPTION
 PP1328
 PP1328'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1328'IN PINE BEND.
 PP1328'MARK IS LOCATED 0.5 MILES NORTH OF THE JUNCTION OF T.H.S 52-56-55, 129
 PP1328'FEET EAST OF T.H. 56 CENTERLINE STATION 309+80, 45 FEET SOUTH OF
 PP1328'T-ROAD EAST, 8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A CEMENTERY,
 PP1328'40 FEET EAST OF A RAILROAD TRACK, IN A CONCRETE MONUMENT.  NW 1/4
 PP1328'SECTION 18, T 115N, R 18W.
 PP1328
 PP1328                          STATION RECOVERY (1986)
 PP1328
 PP1328'RECOVERY NOTE BY US POWER SQUADRON 1986 (JJ)
 PP1328'RECOVERED IN GOOD CONDITION.
 PP1328
 PP1328                          STATION RECOVERY (1997)
 PP1328
 PP1328'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DAS)
 PP1328'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. THE
 PP1328'MARK IS LOCATED ABOUT AT PINE BEND, 129 FT (39.3 M) EAST OF TH 52 AT
 PP1328'MP 117.9 (STA 309+80), ON N-S FENCELINE, 0.4 FT (12.2 CM) WEST OF
 PP1328'WITNESS POST.
 PP1328
 PP1328                          STATION RECOVERY (2002)
 PP1328
 PP1328'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP1328'CHANGE, 8 FEET...CORNER OF A CEMETERY,  TO 10 FEET EASTSOUTHEAST OF
 PP1328'THE NORTHWEST CORNER OF A CEMETERY ALONG THE FENCE TO THE MARK WHICH
 PP1328'IS .5 FOOT WEST OF A STEEL WITNESS POST MARKED BENCH MARK AND PAINTED
 PP1328'PINK.
 PP1328
 PP1328                          STATION RECOVERY (2004)
 PP1328
 PP1328'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP1328'RECOVERED AS DESCRIBED AND IN GOOD CONDITION. SPSPS ATD.
 PP1328
 PP1328                          STATION RECOVERY (2009)
 PP1328
 PP1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 PP1328'AT PINE BEND, 0.5 MILE NORTH OF THE SOUTH JUNCTION OF TRUNK HIGHWAY 52
 PP1328'AND TRUNK HIGHWAY 55, 129 FEET EAST OF TRUNK HIGHWAY 52, AT TRUNK
 PP1328'HIGHWAY 52 MILEPOINT 117.9, 45 FEET SOUTH OF SERVICE ROAD EAST, 8 FEET
 PP1328'SOUTHWEST OF NORTHWEST CORNER OF CEMETERY, 40 FEET EAST OF RAILROAD,
 PP1328'0.4 FOOT WEST OF WITNESS POST ON NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0718 ***********************************************************************
 PR0718  DESIGNATION -  22 T
 PR0718  PID         -  PR0718
 PR0718  STATE/COUNTY-  MN/LINCOLN
 PR0718  COUNTRY     -  US
 PR0718  USGS QUAD   -  PORTER SW (1967)
 PR0718
 PR0718                         *CURRENT SURVEY CONTROL
 PR0718  ______________________________________________________________________
 PR0718* NAD 83(1996) POSITION- 44 30 12.61776(N) 096 11 11.32577(W)   ADJUSTED  
 PR0718* NAVD 88 ORTHO HEIGHT -   486.02   (+/-2cm)    1594.6   (feet) VERTCON   
 PR0718  ______________________________________________________________________
 PR0718  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 PR0718  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC09
 PR0718  HORZ ORDER      -  THIRD
 PR0718  VERT ORDER      -  THIRD ? (See Below)
 PR0718
 PR0718.The horizontal coordinates were established by classical geodetic methods
 PR0718.and adjusted by the National Geodetic Survey in March 1999.
 PR0718.
 PR0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0718
 PR0718.The vertical order pertains to the NGVD 29 superseded value.
 PR0718
 PR0718.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0718
 PR0718. The following values were computed from the NAD 83(1996) position.
 PR0718
 PR0718;                    North         East     Units Scale Factor Converg.
 PR0718;SPC MN S     -   269,381.575   626,154.958   MT  0.99992204   -1 31 57.2
 PR0718;SPC MN S     -   883,796.05  2,054,310.06   sFT  0.99992204   -1 31 57.2
 PR0718;UTM  14      - 4,931,649.252   723,656.841   MT  1.00021520   +1 58 22.7
 PR0718
 PR0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0718!SPC MN S     -   0.99992791  x   0.99992204  =   0.99984996
 PR0718!UTM  14      -   0.99992791  x   1.00021520  =   1.00014310
 PR0718
 PR0718                          SUPERSEDED SURVEY CONTROL
 PR0718
 PR0718  NAD 83(1996)-  44 30 12.61684(N)    096 11 11.32329(W) AD(       ) 3
 PR0718  NAD 83(1986)-  44 30 12.61700(N)    096 11 11.30904(W) AD(       ) 3
 PR0718  NAD 27      -  44 30 12.75498(N)    096 11 10.17855(W) AD(       ) 3
 PR0718  NGVD 29 (07/19/86)  485.77   (m)         1593.7    (f) LEVELING    3  
 PR0718
 PR0718.Superseded values are not recommended for survey control.
 PR0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0718.See file dsdata.txt to determine how the superseded data were derived.
 PR0718
 PR0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2365631649(NAD 83)
 PR0718
 PR0718_MARKER: DB = BENCH MARK DISK
 PR0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0718_STAMPING: 22 T 1960 1594
 PR0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0718+STABILITY: SURFACE MOTION
 PR0718
 PR0718  HISTORY     - Date     Condition        Report By
 PR0718  HISTORY     - 1960     MONUMENTED       USGS
 PR0718
 PR0718                          STATION DESCRIPTION
 PR0718
 PR0718'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0718'IVANHOE,3.0 MILE N AND 3.5 MILE E OF. NEAR CORNER SECTIONS 17,18,19,
 PR0718'20,T.112N,R.44W, 1292 FT W,53 FT S AND 41.3 FT HIGHER THAN X-ROADS,
 PR0718'30 FT E OF X-DRIVES TO FIELDS, 1.0 FT S OF E-W FENCE. IN A CONCRETE
 PR0718'POST A STANDARD TABLET STAMPED---22 T 1960 1594 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4298 ***********************************************************************
 DK4298  DESIGNATION -  2203 A
 DK4298  PID         -  DK4298
 DK4298  STATE/COUNTY-  MN/FARIBAULT
 DK4298  COUNTRY     -  US
 DK4298  USGS QUAD   -  KIESTER (1982)
 DK4298
 DK4298                         *CURRENT SURVEY CONTROL
 DK4298  ______________________________________________________________________
 DK4298* NAD 83(1986) POSITION- 43 33 28.6    (N) 093 42 29.6    (W)   HD_HELD2  
 DK4298* NAVD 88 ORTHO HEIGHT -   385.810  (meters)    1265.78  (feet) ADJUSTED  
 DK4298  ______________________________________________________________________
 DK4298  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 DK4298  DYNAMIC HEIGHT  -        385.711 (meters)     1265.45  (feet) COMP
 DK4298  MODELED GRAVITY -    980,350.8   (mgal)                       NAVD 88
 DK4298
 DK4298  VERT ORDER      -  SECOND    CLASS I
 DK4298
 DK4298.The horizontal coordinates were established by autonomous hand held GPS
 DK4298.observations and have an estimated accuracy of +/- 10 meters.
 DK4298.
 DK4298.The orthometric height was determined by differential leveling and
 DK4298.adjusted in October 2008.
 DK4298
 DK4298.No vertical observational check was made to the station.
 DK4298
 DK4298.Photographs are available for this station.
 DK4298
 DK4298.The dynamic height is computed by dividing the NAVD 88
 DK4298.geopotential number by the normal gravity value computed on the
 DK4298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4298.degrees latitude (g = 980.6199 gals.).
 DK4298
 DK4298.The modeled gravity was interpolated from observed gravity values.
 DK4298
 DK4298;                    North         East    Units  Estimated Accuracy
 DK4298;SPC MN S     -   162,038.      823,577.      MT  (+/- 10 meters HH2 GPS)
 DK4298
 DK4298                          SUPERSEDED SURVEY CONTROL
 DK4298
 DK4298.No superseded survey control is available for this station.
 DK4298
 DK4298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4279823020(NAD 83)
 DK4298
 DK4298_MARKER: DD = SURVEY DISK
 DK4298_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4298_STAMPING: 2203 A 2005
 DK4298_MARK LOGO: MNDT  
 DK4298_PROJECTION: RECESSED 8 CENTIMETERS
 DK4298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4298+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK4298_ROD/PIPE-DEPTH: 13.7 meters
 DK4298
 DK4298  HISTORY     - Date     Condition        Report By
 DK4298  HISTORY     - 2005     MONUMENTED       MNDT
 DK4298
 DK4298                          STATION DESCRIPTION
 DK4298
 DK4298'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4298'1.5 MI (2.4 KM) NORTH OF KIESTER, 1.50 MI (2.4 KM) NORTH ALONG TRUNK
 DK4298'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4298'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 4.25, 58.1 FT (17.7 M) WEST OF
 DK4298'TRUNK HIGHWAY 22, 46.4 FT (14.1 M) NORTH OF 50TH STREET, 13.5 FT (4.1
 DK4298'M) NORTH OF A POWER POLE, 13.4 FT (4.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4297 ***********************************************************************
 DK4297  DESIGNATION -  2203 B
 DK4297  PID         -  DK4297
 DK4297  STATE/COUNTY-  MN/FARIBAULT
 DK4297  COUNTRY     -  US
 DK4297  USGS QUAD   -  KIESTER (1982)
 DK4297
 DK4297                         *CURRENT SURVEY CONTROL
 DK4297  ______________________________________________________________________
 DK4297* NAD 83(1986) POSITION- 43 34 20.7    (N) 093 42 30.3    (W)   HD_HELD2  
 DK4297* NAVD 88 ORTHO HEIGHT -   409.869  (meters)    1344.71  (feet) ADJUSTED  
 DK4297  ______________________________________________________________________
 DK4297  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 DK4297  DYNAMIC HEIGHT  -        409.765 (meters)     1344.37  (feet) COMP
 DK4297  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 DK4297
 DK4297  VERT ORDER      -  SECOND    CLASS I
 DK4297
 DK4297.The horizontal coordinates were established by autonomous hand held GPS
 DK4297.observations and have an estimated accuracy of +/- 10 meters.
 DK4297.
 DK4297.The orthometric height was determined by differential leveling and
 DK4297.adjusted in October 2008.
 DK4297
 DK4297.No vertical observational check was made to the station.
 DK4297
 DK4297.Photographs are available for this station.
 DK4297
 DK4297.The dynamic height is computed by dividing the NAVD 88
 DK4297.geopotential number by the normal gravity value computed on the
 DK4297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4297.degrees latitude (g = 980.6199 gals.).
 DK4297
 DK4297.The modeled gravity was interpolated from observed gravity values.
 DK4297
 DK4297;                    North         East    Units  Estimated Accuracy
 DK4297;SPC MN S     -   163,646.      823,555.      MT  (+/- 10 meters HH2 GPS)
 DK4297
 DK4297                          SUPERSEDED SURVEY CONTROL
 DK4297
 DK4297.No superseded survey control is available for this station.
 DK4297
 DK4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4279624627(NAD 83)
 DK4297
 DK4297_MARKER: DD = SURVEY DISK
 DK4297_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4297_STAMPING: 2203 B 2005
 DK4297_MARK LOGO: MNDT  
 DK4297_PROJECTION: FLUSH
 DK4297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4297+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK4297_ROD/PIPE-DEPTH:  7.6 meters
 DK4297
 DK4297  HISTORY     - Date     Condition        Report By
 DK4297  HISTORY     - 2005     MONUMENTED       MNDT
 DK4297
 DK4297                          STATION DESCRIPTION
 DK4297
 DK4297'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4297'2.50 MI (4.0 KM) NORTH OF KIESTER, 2.50 MI (4.0 KM) NORTH ALONG TRUNK
 DK4297'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4297'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 5.30, 63.2 FT (19.3 M) WEST OF
 DK4297'TRUNK HIGHWAY 22, 80.2 FT (24.4 M) NORTH 60TH STREET, 37.4 FT (11.4 M)
 DK4297'NORTH OF A POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4296 ***********************************************************************
 DK4296  DESIGNATION -  2203 C
 DK4296  PID         -  DK4296
 DK4296  STATE/COUNTY-  MN/FARIBAULT
 DK4296  COUNTRY     -  US
 DK4296  USGS QUAD   -  KIESTER (1982)
 DK4296
 DK4296                         *CURRENT SURVEY CONTROL
 DK4296  ______________________________________________________________________
 DK4296* NAD 83(1986) POSITION- 43 36 04.7    (N) 093 42 30.2    (W)   HD_HELD2  
 DK4296* NAVD 88 ORTHO HEIGHT -   366.644  (meters)    1202.90  (feet) ADJUSTED  
 DK4296  ______________________________________________________________________
 DK4296  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DK4296  DYNAMIC HEIGHT  -        366.552 (meters)     1202.60  (feet) COMP
 DK4296  MODELED GRAVITY -    980,356.7   (mgal)                       NAVD 88
 DK4296
 DK4296  VERT ORDER      -  SECOND    CLASS I
 DK4296
 DK4296.The horizontal coordinates were established by autonomous hand held GPS
 DK4296.observations and have an estimated accuracy of +/- 10 meters.
 DK4296.
 DK4296.The orthometric height was determined by differential leveling and
 DK4296.adjusted in October 2008.
 DK4296
 DK4296.No vertical observational check was made to the station.
 DK4296
 DK4296.Photographs are available for this station.
 DK4296
 DK4296.The dynamic height is computed by dividing the NAVD 88
 DK4296.geopotential number by the normal gravity value computed on the
 DK4296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4296.degrees latitude (g = 980.6199 gals.).
 DK4296
 DK4296.The modeled gravity was interpolated from observed gravity values.
 DK4296
 DK4296;                    North         East    Units  Estimated Accuracy
 DK4296;SPC MN S     -   166,856.      823,546.      MT  (+/- 10 meters HH2 GPS)
 DK4296
 DK4296                          SUPERSEDED SURVEY CONTROL
 DK4296
 DK4296.No superseded survey control is available for this station.
 DK4296
 DK4296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4282627836(NAD 83)
 DK4296
 DK4296_MARKER: DD = SURVEY DISK
 DK4296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4296_STAMPING: 2203 C
 DK4296_MARK LOGO: MNDT  
 DK4296_PROJECTION: FLUSH
 DK4296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4296+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK4296_ROD/PIPE-DEPTH: 18.3 meters
 DK4296
 DK4296  HISTORY     - Date     Condition        Report By
 DK4296  HISTORY     - 2005     MONUMENTED       MNDT
 DK4296
 DK4296                          STATION DESCRIPTION
 DK4296
 DK4296'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4296'4.50 MI (7.2 KM) NORTH OF KIESTER, 4.50 MI (7.2 KM) NORTH ALONG TRUNK
 DK4296'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4296'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 7.30, 73.1 FT (22.3 M) WEST OF
 DK4296'TRUNK HIGHWAY 22, 52.3 FT (15.9 M) NORTH OF 80TH STREET, 20.8 FT (6.3
 DK4296'M) NORTH-NORTHEAST OF POWERPOLE, 0.9 FT (0.3 M) EAST OF A WITNESS
 DK4296'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4295 ***********************************************************************
 DK4295  DESIGNATION -  2203 D
 DK4295  PID         -  DK4295
 DK4295  STATE/COUNTY-  MN/FARIBAULT
 DK4295  COUNTRY     -  US
 DK4295  USGS QUAD   -  KIESTER (1982)
 DK4295
 DK4295                         *CURRENT SURVEY CONTROL
 DK4295  ______________________________________________________________________
 DK4295* NAD 83(1986) POSITION- 43 36 55.9    (N) 093 42 28.2    (W)   HD_HELD2  
 DK4295* NAVD 88 ORTHO HEIGHT -   370.105  (meters)    1214.25  (feet) ADJUSTED  
 DK4295  ______________________________________________________________________
 DK4295  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DK4295  DYNAMIC HEIGHT  -        370.012 (meters)     1213.95  (feet) COMP
 DK4295  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 DK4295
 DK4295  VERT ORDER      -  SECOND    CLASS I
 DK4295
 DK4295.The horizontal coordinates were established by autonomous hand held GPS
 DK4295.observations and have an estimated accuracy of +/- 10 meters.
 DK4295.
 DK4295.The orthometric height was determined by differential leveling and
 DK4295.adjusted in October 2008.
 DK4295
 DK4295.No vertical observational check was made to the station.
 DK4295
 DK4295.Photographs are available for this station.
 DK4295
 DK4295.The dynamic height is computed by dividing the NAVD 88
 DK4295.geopotential number by the normal gravity value computed on the
 DK4295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4295.degrees latitude (g = 980.6199 gals.).
 DK4295
 DK4295.The modeled gravity was interpolated from observed gravity values.
 DK4295
 DK4295;                    North         East    Units  Estimated Accuracy
 DK4295;SPC MN S     -   168,436.      823,585.      MT  (+/- 10 meters HH2 GPS)
 DK4295
 DK4295                          SUPERSEDED SURVEY CONTROL
 DK4295
 DK4295.No superseded survey control is available for this station.
 DK4295
 DK4295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4288429415(NAD 83)
 DK4295
 DK4295_MARKER: DD = SURVEY DISK
 DK4295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4295_STAMPING: 2203 D 2005
 DK4295_MARK LOGO: MNDT  
 DK4295_PROJECTION: RECESSED 8 CENTIMETERS
 DK4295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4295+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK4295_ROD/PIPE-DEPTH: 10.7 meters
 DK4295
 DK4295  HISTORY     - Date     Condition        Report By
 DK4295  HISTORY     - 2005     MONUMENTED       MNDT
 DK4295
 DK4295                          STATION DESCRIPTION
 DK4295
 DK4295'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4295'5.50 MI (8.8 KM) NORTH OF KIESTER, 5.30 MI (8.5 KM) NORTH ALONG TRUNK
 DK4295'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4295'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 8.25, 73.6 FT (22.4 M) EAST OF
 DK4295'TRUNK HIGHWAY 22, 34.5 FT (10.5 M) SOUTH OF EXTENDED 90TH STREET, 32.2
 DK4295'FT (9.8 M) NORTH OF POWERPOLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4294 ***********************************************************************
 DK4294  DESIGNATION -  2203 E
 DK4294  PID         -  DK4294
 DK4294  STATE/COUNTY-  MN/FARIBAULT
 DK4294  COUNTRY     -  US
 DK4294  USGS QUAD   -  WELLS (1982)
 DK4294
 DK4294                         *CURRENT SURVEY CONTROL
 DK4294  ______________________________________________________________________
 DK4294* NAD 83(1986) POSITION- 43 38 41.1    (N) 093 42 39.3    (W)   HD_HELD2  
 DK4294* NAVD 88 ORTHO HEIGHT -   356.583  (meters)    1169.89  (feet) ADJUSTED  
 DK4294  ______________________________________________________________________
 DK4294  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 DK4294  DYNAMIC HEIGHT  -        356.494 (meters)     1169.60  (feet) COMP
 DK4294  MODELED GRAVITY -    980,361.8   (mgal)                       NAVD 88
 DK4294
 DK4294  VERT ORDER      -  SECOND    CLASS I
 DK4294
 DK4294.The horizontal coordinates were established by autonomous hand held GPS
 DK4294.observations and have an estimated accuracy of +/- 10 meters.
 DK4294.
 DK4294.The orthometric height was determined by differential leveling and
 DK4294.adjusted in October 2008.
 DK4294
 DK4294.No vertical observational check was made to the station.
 DK4294
 DK4294.Photographs are available for this station.
 DK4294
 DK4294.The dynamic height is computed by dividing the NAVD 88
 DK4294.geopotential number by the normal gravity value computed on the
 DK4294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4294.degrees latitude (g = 980.6199 gals.).
 DK4294
 DK4294.The modeled gravity was interpolated from observed gravity values.
 DK4294
 DK4294;                    North         East    Units  Estimated Accuracy
 DK4294;SPC MN S     -   171,682.      823,325.      MT  (+/- 10 meters HH2 GPS)
 DK4294
 DK4294                          SUPERSEDED SURVEY CONTROL
 DK4294
 DK4294.No superseded survey control is available for this station.
 DK4294
 DK4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4266332662(NAD 83)
 DK4294
 DK4294_MARKER: DD = SURVEY DISK
 DK4294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4294_STAMPING: 2203 E 2005
 DK4294_MARK LOGO: MNDT  
 DK4294_PROJECTION: FLUSH
 DK4294_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4294+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK4294_ROD/PIPE-DEPTH:  7.6 meters
 DK4294
 DK4294  HISTORY     - Date     Condition        Report By
 DK4294  HISTORY     - 2005     MONUMENTED       MNDT
 DK4294
 DK4294                          STATION DESCRIPTION
 DK4294
 DK4294'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK4294'7.5 MI (12.1 KM) NORTH OF KIESTER, 7.60 MI (12.2 KM) ALONG TRUNK
 DK4294'HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 2 IN
 DK4294'KIESTER, AT TRUNK HIGHWAY 22 MILE POINT 10.30, 63.5 FT (19.4 M) WEST
 DK4294'OF TRUNK HIGHWAY 22, 45.2 FT (13.8 M) NORTH OF A FIELD ENTRANCE, 6.7
 DK4294'FT (2.0 M) SOUTH OF CABLE PEDESTAL NUMBER 100 47.7, 1.0 FT (0.3 M)
 DK4294'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1378 ***********************************************************************
 OO1378  DESIGNATION -  2204 B
 OO1378  PID         -  OO1378
 OO1378  STATE/COUNTY-  MN/FARIBAULT
 OO1378  COUNTRY     -  US
 OO1378  USGS QUAD   -  WELLS (1982)
 OO1378
 OO1378                         *CURRENT SURVEY CONTROL
 OO1378  ______________________________________________________________________
 OO1378* NAD 83(1986) POSITION- 43 39 53.     (N) 093 43 44.     (W)   SCALED    
 OO1378* NAVD 88 ORTHO HEIGHT -   353.800  (meters)    1160.76  (feet) ADJUSTED  
 OO1378  ______________________________________________________________________
 OO1378  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1378  DYNAMIC HEIGHT  -        353.714 (meters)     1160.48  (feet) COMP
 OO1378  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 OO1378
 OO1378  VERT ORDER      -  SECOND    CLASS I
 OO1378
 OO1378.The horizontal coordinates were scaled from a topographic map and have
 OO1378.an estimated accuracy of +/- 6 seconds.
 OO1378.
 OO1378.The orthometric height was determined by differential leveling and
 OO1378.adjusted in June 1991.
 OO1378
 OO1378.The dynamic height is computed by dividing the NAVD 88
 OO1378.geopotential number by the normal gravity value computed on the
 OO1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1378.degrees latitude (g = 980.6199 gals.).
 OO1378
 OO1378.The modeled gravity was interpolated from observed gravity values.
 OO1378
 OO1378;                    North         East    Units  Estimated Accuracy
 OO1378;SPC MN S     -   173,900.      821,870.      MT  (+/- 180 meters Scaled)
 OO1378
 OO1378                          SUPERSEDED SURVEY CONTROL
 OO1378
 OO1378.No superseded survey control is available for this station.
 OO1378
 OO1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ412348(NAD 83)
 OO1378
 OO1378_MARKER: DB = BENCH MARK DISK
 OO1378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1378_SP_SET: COPPER-CLAD STEEL ROD
 OO1378_STAMPING: 2204 B 1980
 OO1378_MARK LOGO: MNDT  
 OO1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1378
 OO1378  HISTORY     - Date     Condition        Report By
 OO1378  HISTORY     - 1980     MONUMENTED       MNDT
 OO1378
 OO1378                          STATION DESCRIPTION
 OO1378
 OO1378'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1378'5.4 MI SOUTH FROM WELLS.
 OO1378'THE MARK IS LOCATED 5.6 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1378'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS OR 0.5 MILE NORTH OF ITS
 OO1378'JUNCTION WITH INTERSTATE HIGHWAY 90 AND IS NEAR HIGHWAY 22 MILE POINT
 OO1378'12.6 IN THE SE 1/4 OF SECTION 5, T102N, R24W.  THE MARK IS 300 FEET
 OO1378'NORTH OF THE CENTER OF A DRIVEWAY, 77 FEET WEST OF AND 6 FEET LOWER
 OO1378'THAN THE CENTERLINE OF HIGHWAY 22, 1.2 FEET EAST OF A POWER POLE AND
 OO1378'0.6 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1378'VERTICAL CONTROL MARK DISK STAMPED---2204 B 1980---, IS CRIMPED TO
 OO1378'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1378'STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1377 ***********************************************************************
 OO1377  DESIGNATION -  2204 C
 OO1377  PID         -  OO1377
 OO1377  STATE/COUNTY-  MN/FARIBAULT
 OO1377  COUNTRY     -  US
 OO1377  USGS QUAD   -  WELLS (1982)
 OO1377
 OO1377                         *CURRENT SURVEY CONTROL
 OO1377  ______________________________________________________________________
 OO1377* NAD 83(1986) POSITION- 43 40 30.     (N) 093 43 41.     (W)   SCALED    
 OO1377* NAVD 88 ORTHO HEIGHT -   351.091  (meters)    1151.87  (feet) ADJUSTED  
 OO1377  ______________________________________________________________________
 OO1377  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 OO1377  DYNAMIC HEIGHT  -        351.005 (meters)     1151.59  (feet) COMP
 OO1377  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 OO1377
 OO1377  VERT ORDER      -  SECOND    CLASS I
 OO1377
 OO1377.The horizontal coordinates were scaled from a topographic map and have
 OO1377.an estimated accuracy of +/- 6 seconds.
 OO1377.
 OO1377.The orthometric height was determined by differential leveling and
 OO1377.adjusted in June 1991.
 OO1377
 OO1377.The dynamic height is computed by dividing the NAVD 88
 OO1377.geopotential number by the normal gravity value computed on the
 OO1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1377.degrees latitude (g = 980.6199 gals.).
 OO1377
 OO1377.The modeled gravity was interpolated from observed gravity values.
 OO1377
 OO1377;                    North         East    Units  Estimated Accuracy
 OO1377;SPC MN S     -   175,040.      821,930.      MT  (+/- 180 meters Scaled)
 OO1377
 OO1377                          SUPERSEDED SURVEY CONTROL
 OO1377
 OO1377.No superseded survey control is available for this station.
 OO1377
 OO1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ413360(NAD 83)
 OO1377
 OO1377_MARKER: DB = BENCH MARK DISK
 OO1377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1377_SP_SET: HEADWALL OF BOX CULVERT
 OO1377_STAMPING: 2204 C 1980
 OO1377_MARK LOGO: MNDT  
 OO1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1377+STABILITY: SURFACE MOTION
 OO1377
 OO1377  HISTORY     - Date     Condition        Report By
 OO1377  HISTORY     - 1980     MONUMENTED       MNDT
 OO1377
 OO1377                          STATION DESCRIPTION
 OO1377
 OO1377'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1377'4.7 MI SOUTH FROM WELLS.
 OO1377'THE MARK IS LOCATED 4.9 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1377'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS AND IS NEAR HIGHWAY 22 MILE
 OO1377'POINT 13.3 IN THE SW 1/4 OF SECTION 33, T103N, R24W.  THE MARK IS
 OO1377'21.3 FEET EAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 22
 OO1377'IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 40 FOOT WIDE BY 14 FOOT
 OO1377'DEEP TRIPLE BOX CULVERT AT A DRAINAGE DITCH.  THE MARK, A STANDARD
 OO1377'MNHD VERTICAL CONTROL MARK DISK STAMPED---2204 C 1980---, IS CEMENTED
 OO1377'IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1376 ***********************************************************************
 OO1376  DESIGNATION -  2204 D
 OO1376  PID         -  OO1376
 OO1376  STATE/COUNTY-  MN/FARIBAULT
 OO1376  COUNTRY     -  US
 OO1376  USGS QUAD   -  WELLS (1982)
 OO1376
 OO1376                         *CURRENT SURVEY CONTROL
 OO1376  ______________________________________________________________________
 OO1376* NAD 83(1986) POSITION- 43 41 21.     (N) 093 43 46.     (W)   SCALED    
 OO1376* NAVD 88 ORTHO HEIGHT -   355.264  (meters)    1165.56  (feet) ADJUSTED  
 OO1376  ______________________________________________________________________
 OO1376  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1376  DYNAMIC HEIGHT  -        355.178 (meters)     1165.28  (feet) COMP
 OO1376  MODELED GRAVITY -    980,367.9   (mgal)                       NAVD 88
 OO1376
 OO1376  VERT ORDER      -  SECOND    CLASS I
 OO1376
 OO1376.The horizontal coordinates were scaled from a topographic map and have
 OO1376.an estimated accuracy of +/- 6 seconds.
 OO1376.
 OO1376.The orthometric height was determined by differential leveling and
 OO1376.adjusted in June 1991.
 OO1376
 OO1376.The dynamic height is computed by dividing the NAVD 88
 OO1376.geopotential number by the normal gravity value computed on the
 OO1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1376.degrees latitude (g = 980.6199 gals.).
 OO1376
 OO1376.The modeled gravity was interpolated from observed gravity values.
 OO1376
 OO1376;                    North         East    Units  Estimated Accuracy
 OO1376;SPC MN S     -   176,610.      821,810.      MT  (+/- 180 meters Scaled)
 OO1376
 OO1376                          SUPERSEDED SURVEY CONTROL
 OO1376
 OO1376.No superseded survey control is available for this station.
 OO1376
 OO1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ412376(NAD 83)
 OO1376
 OO1376_MARKER: DB = BENCH MARK DISK
 OO1376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1376_SP_SET: COPPER-CLAD STEEL ROD
 OO1376_STAMPING: 2204 D 1980
 OO1376_MARK LOGO: MNDT  
 OO1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1376
 OO1376  HISTORY     - Date     Condition        Report By
 OO1376  HISTORY     - 1980     MONUMENTED       MNDT
 OO1376
 OO1376                          STATION DESCRIPTION
 OO1376
 OO1376'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1376'3.8 MI SOUTH FROM WELLS.
 OO1376'THE MARK IS LOCATED 4 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1376'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS AND IS NEAR HIGHWAY 22 MILE
 OO1376'POINT 14.3 IN THE SE 1/4 OF SECTION 29, T103N, R24W.  THE MARK IS 243
 OO1376'FEET NORTH-NORTHWEST OF THE NORTH END OF A 15 INCH METAL CULVERT
 OO1376'UNDER COUNTY ROAD 24, 74 FEET WEST OF AND 3 FEET LOWER THAN THE
 OO1376'CENTERLINE OF HIGHWAY 22, 1.3 FEET EAST OF A POWER POLE AND 0.8 FOOT
 OO1376'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OO1376'CONTROL MARK DISK STAMPED---2204 D 1980---, IS CRIMPED TO THE TOP OF
 OO1376'A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT
 OO1376'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1375 ***********************************************************************
 OO1375  DESIGNATION -  2204 E
 OO1375  PID         -  OO1375
 OO1375  STATE/COUNTY-  MN/FARIBAULT
 OO1375  COUNTRY     -  US
 OO1375  USGS QUAD   -  WELLS (1982)
 OO1375
 OO1375                         *CURRENT SURVEY CONTROL
 OO1375  ______________________________________________________________________
 OO1375* NAD 83(1986) POSITION- 43 42 10.     (N) 093 43 37.     (W)   SCALED    
 OO1375* NAVD 88 ORTHO HEIGHT -   352.493  (meters)    1156.47  (feet) ADJUSTED  
 OO1375  ______________________________________________________________________
 OO1375  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 OO1375  DYNAMIC HEIGHT  -        352.408 (meters)     1156.19  (feet) COMP
 OO1375  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OO1375
 OO1375  VERT ORDER      -  SECOND    CLASS I
 OO1375
 OO1375.The horizontal coordinates were scaled from a topographic map and have
 OO1375.an estimated accuracy of +/- 6 seconds.
 OO1375.
 OO1375.The orthometric height was determined by differential leveling and
 OO1375.adjusted in June 1991.
 OO1375
 OO1375.The dynamic height is computed by dividing the NAVD 88
 OO1375.geopotential number by the normal gravity value computed on the
 OO1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1375.degrees latitude (g = 980.6199 gals.).
 OO1375
 OO1375.The modeled gravity was interpolated from observed gravity values.
 OO1375
 OO1375;                    North         East    Units  Estimated Accuracy
 OO1375;SPC MN S     -   178,130.      822,010.      MT  (+/- 180 meters Scaled)
 OO1375
 OO1375                          SUPERSEDED SURVEY CONTROL
 OO1375
 OO1375.No superseded survey control is available for this station.
 OO1375
 OO1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ414391(NAD 83)
 OO1375
 OO1375_MARKER: DB = BENCH MARK DISK
 OO1375_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1375_SP_SET: ABUTMENT FOR SMALL BRIDGE
 OO1375_STAMPING: 2204 E 1980
 OO1375_MARK LOGO: MNDT  
 OO1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1375
 OO1375  HISTORY     - Date     Condition        Report By
 OO1375  HISTORY     - 1980     MONUMENTED       MNDT
 OO1375
 OO1375                          STATION DESCRIPTION
 OO1375
 OO1375'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1375'2.8 MI SOUTH FROM WELLS.
 OO1375'THE MARK IS LOCATED 3 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1375'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS AND IS NEAR HIGHWAY 22 MILE
 OO1375'POINT 15.2 IN THE NW 1/4 OF SECTION 28, T103N, R24W.  THE MARK IS 230
 OO1375'FEET EAST OF THE CENTERLINE OF HIGHWAY 22 AT A TOWNSHIP ROAD, 9 FEET
 OO1375'SOUTH OF AND 0.5 FOOT LOWER THAN THE CENTER OF THE TOWNSHIP ROAD IN
 OO1375'THE ABUTMENT IN THE SOUTHEAST CORNER OF THE SMALL BRIDGE.  THE MARK,
 OO1375'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2204 E 1980---,
 OO1375'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1373 ***********************************************************************
 OO1373  DESIGNATION -  2204 F
 OO1373  PID         -  OO1373
 OO1373  STATE/COUNTY-  MN/FARIBAULT
 OO1373  COUNTRY     -  US
 OO1373  USGS QUAD   -  WELLS (1982)
 OO1373
 OO1373                         *CURRENT SURVEY CONTROL
 OO1373  ______________________________________________________________________
 OO1373* NAD 83(1986) POSITION- 43 42 51.     (N) 093 43 43.     (W)   SCALED    
 OO1373* NAVD 88 ORTHO HEIGHT -   357.255  (meters)    1172.09  (feet) ADJUSTED  
 OO1373  ______________________________________________________________________
 OO1373  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1373  DYNAMIC HEIGHT  -        357.169 (meters)     1171.81  (feet) COMP
 OO1373  MODELED GRAVITY -    980,370.1   (mgal)                       NAVD 88
 OO1373
 OO1373  VERT ORDER      -  SECOND    CLASS I
 OO1373
 OO1373.The horizontal coordinates were scaled from a topographic map and have
 OO1373.an estimated accuracy of +/- 6 seconds.
 OO1373.
 OO1373.The orthometric height was determined by differential leveling and
 OO1373.adjusted in June 1991.
 OO1373
 OO1373.The dynamic height is computed by dividing the NAVD 88
 OO1373.geopotential number by the normal gravity value computed on the
 OO1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1373.degrees latitude (g = 980.6199 gals.).
 OO1373
 OO1373.The modeled gravity was interpolated from observed gravity values.
 OO1373
 OO1373;                    North         East    Units  Estimated Accuracy
 OO1373;SPC MN S     -   179,390.      821,870.      MT  (+/- 180 meters Scaled)
 OO1373
 OO1373                          SUPERSEDED SURVEY CONTROL
 OO1373
 OO1373.No superseded survey control is available for this station.
 OO1373
 OO1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ413403(NAD 83)
 OO1373
 OO1373_MARKER: DB = BENCH MARK DISK
 OO1373_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1373_SP_SET: COPPER-CLAD STEEL ROD
 OO1373_STAMPING: 2204 F 1980
 OO1373_MARK LOGO: MNDT  
 OO1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1373
 OO1373  HISTORY     - Date     Condition        Report By
 OO1373  HISTORY     - 1980     MONUMENTED       MNDT
 OO1373
 OO1373                          STATION DESCRIPTION
 OO1373
 OO1373'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1373'2 MI SOUTH FROM WELLS.
 OO1373'THE MARK IS LOCATED 2.25 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1373'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS AND IS NEAR HIGHWAY 22 MILE
 OO1373'POINT 16 IN THE NE 1/4 OF SECTION 20, T103N, R24W.  THE MARK IS 158.5
 OO1373'FEET NORTHWEST OF MILE POST 16, 75 FEET WEST OF AND 4 FEET LOWER THAN
 OO1373'THE CENTERLINE OF HIGHWAY 22, 1.2 FEET EAST OF A POWER POLE WITH A
 OO1373'GUY WIRE AND 0.6 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 OO1373'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2204 F 1980---, IS
 OO1373'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG
 OO1373'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1372 ***********************************************************************
 OO1372  DESIGNATION -  2204 G
 OO1372  PID         -  OO1372
 OO1372  STATE/COUNTY-  MN/FARIBAULT
 OO1372  COUNTRY     -  US
 OO1372  USGS QUAD   -  WELLS (1982)
 OO1372
 OO1372                         *CURRENT SURVEY CONTROL
 OO1372  ______________________________________________________________________
 OO1372* NAD 83(1986) POSITION- 43 43 30.     (N) 093 43 39.     (W)   SCALED    
 OO1372* NAVD 88 ORTHO HEIGHT -   355.590  (meters)    1166.63  (feet) ADJUSTED  
 OO1372  ______________________________________________________________________
 OO1372  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1372  DYNAMIC HEIGHT  -        355.505 (meters)     1166.35  (feet) COMP
 OO1372  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OO1372
 OO1372  VERT ORDER      -  SECOND    CLASS I
 OO1372
 OO1372.The horizontal coordinates were scaled from a topographic map and have
 OO1372.an estimated accuracy of +/- 6 seconds.
 OO1372.
 OO1372.The orthometric height was determined by differential leveling and
 OO1372.adjusted in June 1991.
 OO1372
 OO1372.The dynamic height is computed by dividing the NAVD 88
 OO1372.geopotential number by the normal gravity value computed on the
 OO1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1372.degrees latitude (g = 980.6199 gals.).
 OO1372
 OO1372.The modeled gravity was interpolated from observed gravity values.
 OO1372
 OO1372;                    North         East    Units  Estimated Accuracy
 OO1372;SPC MN S     -   180,590.      821,960.      MT  (+/- 180 meters Scaled)
 OO1372
 OO1372                          SUPERSEDED SURVEY CONTROL
 OO1372
 OO1372.No superseded survey control is available for this station.
 OO1372
 OO1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ414415(NAD 83)
 OO1372
 OO1372_MARKER: DB = BENCH MARK DISK
 OO1372_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1372_SP_SET: COPPER-CLAD STEEL ROD
 OO1372_STAMPING: 2204 G 1980
 OO1372_MARK LOGO: MNDT  
 OO1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1372
 OO1372  HISTORY     - Date     Condition        Report By
 OO1372  HISTORY     - 1980     MONUMENTED       MNDT
 OO1372
 OO1372                          STATION DESCRIPTION
 OO1372
 OO1372'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1372'1.2 MI SOUTH FROM WELLS.
 OO1372'THE MARK IS LOCATED 1.5 MILE SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1372'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS AND IS NEAR HIGHWAY 22 MILE
 OO1372'POINT 16.8 IN THE NW 1/4 OF SECTION 16, T103N, R24W.  THE MARK IS 15
 OO1372'FEET NORTH OF THE EAST EXTENSION OF THE CENTER OF A ROAD RUNNING TO
 OO1372'THE WEST, 99.2 FEET NORTH OF A 6 INCH PIPE FOR A WATER TABLE GRAPH
 OO1372'RECORDER, 89 FEET EAST OF AND 4 FEET LOWER THAN THE CENTERLINE OF
 OO1372'HIGHWAY 22, 54.6 FEET EAST-NORTHEAST OF THE SOUTH END OF AN 18 INCH
 OO1372'METAL CULVERT UNDER A FIELD ENTRANCE TO THE EAST, 23 FEET NORTHEAST
 OO1372'OF A BURIED CABLE PEDESTAL, 1.5 FEET WEST OF THE CENTER POWER POLE OF
 OO1372'3 POLES AND 0.6 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 OO1372'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2204 G 1980---, IS
 OO1372'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT LONG
 OO1372'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1371 ***********************************************************************
 OO1371  DESIGNATION -  2204 H
 OO1371  PID         -  OO1371
 OO1371  STATE/COUNTY-  MN/FARIBAULT
 OO1371  COUNTRY     -  US
 OO1371  USGS QUAD   -  WELLS (1982)
 OO1371
 OO1371                         *CURRENT SURVEY CONTROL
 OO1371  ______________________________________________________________________
 OO1371* NAD 83(1986) POSITION- 43 43 57.     (N) 093 43 43.     (W)   SCALED    
 OO1371* NAVD 88 ORTHO HEIGHT -   354.110  (meters)    1161.78  (feet) ADJUSTED  
 OO1371  ______________________________________________________________________
 OO1371  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1371  DYNAMIC HEIGHT  -        354.026 (meters)     1161.50  (feet) COMP
 OO1371  MODELED GRAVITY -    980,371.8   (mgal)                       NAVD 88
 OO1371
 OO1371  VERT ORDER      -  SECOND    CLASS I
 OO1371
 OO1371.The horizontal coordinates were scaled from a topographic map and have
 OO1371.an estimated accuracy of +/- 6 seconds.
 OO1371.
 OO1371.The orthometric height was determined by differential leveling and
 OO1371.adjusted in June 1991.
 OO1371
 OO1371.The dynamic height is computed by dividing the NAVD 88
 OO1371.geopotential number by the normal gravity value computed on the
 OO1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1371.degrees latitude (g = 980.6199 gals.).
 OO1371
 OO1371.The modeled gravity was interpolated from observed gravity values.
 OO1371
 OO1371;                    North         East    Units  Estimated Accuracy
 OO1371;SPC MN S     -   181,430.      821,870.      MT  (+/- 180 meters Scaled)
 OO1371
 OO1371                          SUPERSEDED SURVEY CONTROL
 OO1371
 OO1371.No superseded survey control is available for this station.
 OO1371
 OO1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ413424(NAD 83)
 OO1371
 OO1371_MARKER: DB = BENCH MARK DISK
 OO1371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1371_SP_SET: COPPER-CLAD STEEL ROD
 OO1371_STAMPING: 2204 H 1980
 OO1371_MARK LOGO: MNDT  
 OO1371_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1371+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 OO1371
 OO1371  HISTORY     - Date     Condition        Report By
 OO1371  HISTORY     - 1980     MONUMENTED       MNDT
 OO1371  HISTORY     - 20000821 GOOD             MNDT
 OO1371
 OO1371                          STATION DESCRIPTION
 OO1371
 OO1371'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1371'0.6 MI SOUTH FROM WELLS.
 OO1371'THE MARK IS LOCATED 1 MILE SOUTH ALONG TRUNK HIGHWAY 22 FROM ITS
 OO1371'JUNCTION WITH TRUNK HIGHWAY 109 AT WELLS AND IS NEAR HIGHWAY 22 MILE
 OO1371'POINT 17.3 IN THE SE 1/4 OF SECTION 8, T103N, R24W.  THE MARK IS
 OO1371'193.2 FEET WEST OF THE SOUTHWEST CORNER OF A 1-STORY BRICK BODY SHOP
 OO1371'BUILDING, 193 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY
 OO1371'CONCRETE BLOCK HATCHERY BUILDING, 61.7 FEET WEST OF AND 3 FEET LOWER
 OO1371'THAN THE CENTERLINE OF HIGHWAY 22, 33.7 FEET WEST-NORTHWEST OF THE
 OO1371'NORTH END OF A 15 INCH METAL CULVERT UNDER A STREET TO THE WEST, 24
 OO1371'FEET NORTH OF THE CENTER OF THE EAST-WEST STREET, 9.7 FEET NORTHWEST
 OO1371'OF TELEPHONE POLE NUMBER 24, 1.2 FEET SOUTHEAST OF A POWER POLE AND
 OO1371'0.6 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1371'VERTICAL CONTROL MARK DISK STAMPED---2204 H 1980---, IS CRIMPED TO
 OO1371'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1371'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 OO1371
 OO1371                          STATION RECOVERY (2000)
 OO1371
 OO1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 OO1371'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO1371'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WELLS, 1.1 MI (1.8 KM)
 OO1371'SOUTH ALONG TH 22 FROM JCT OF TH 22 AND TH 109 IN WELLS, AT TH 22 MP
 OO1371'17.3, 61.5 FT (18.7 M) WEST OF TH 22, 33.7 FT (10.3 M) WNW OF NORTH
 OO1371'END OF METAL CULVERT UNDER ST WEST, 24 FT (7.3 M) NORTH OF E-W ST, 9.7
 OO1371'FT (3.0 M) NW OF P-POLE 24, 1 FT (0.3 M) SE OF P-POLE, 93 FT (28.3 M)
 OO1371'NNE OF NE COR OF BODY SHOP, 24 FT (7.3 M) NORTH OF FORD ST, 0.8 FT
 OO1371'(24.4 CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1370 ***********************************************************************
 OO1370  DESIGNATION -  2204 J
 OO1370  PID         -  OO1370
 OO1370  STATE/COUNTY-  MN/FARIBAULT
 OO1370  COUNTRY     -  US
 OO1370  USGS QUAD   -  WELLS (1982)
 OO1370
 OO1370                         *CURRENT SURVEY CONTROL
 OO1370  ______________________________________________________________________
 OO1370* NAD 83(1986) POSITION- 43 44 16.     (N) 093 43 32.     (W)   SCALED    
 OO1370* NAVD 88 ORTHO HEIGHT -   354.218  (meters)    1162.13  (feet) ADJUSTED  
 OO1370  ______________________________________________________________________
 OO1370  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1370  DYNAMIC HEIGHT  -        354.134 (meters)     1161.85  (feet) COMP
 OO1370  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OO1370
 OO1370  VERT ORDER      -  SECOND    CLASS I
 OO1370
 OO1370.The horizontal coordinates were scaled from a topographic map and have
 OO1370.an estimated accuracy of +/- 6 seconds.
 OO1370.
 OO1370.The orthometric height was determined by differential leveling and
 OO1370.adjusted in June 1991.
 OO1370
 OO1370.The dynamic height is computed by dividing the NAVD 88
 OO1370.geopotential number by the normal gravity value computed on the
 OO1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1370.degrees latitude (g = 980.6199 gals.).
 OO1370
 OO1370.The modeled gravity was interpolated from observed gravity values.
 OO1370
 OO1370;                    North         East    Units  Estimated Accuracy
 OO1370;SPC MN S     -   182,010.      822,110.      MT  (+/- 180 meters Scaled)
 OO1370
 OO1370                          SUPERSEDED SURVEY CONTROL
 OO1370
 OO1370.No superseded survey control is available for this station.
 OO1370
 OO1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ415430(NAD 83)
 OO1370
 OO1370_MARKER: DB = BENCH MARK DISK
 OO1370_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1370+WITH SETTING: PAVEMENT
 OO1370_SP_SET: WATER TANK BASE
 OO1370_STAMPING: 2204 J 1980
 OO1370_MARK LOGO: MNDT  
 OO1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1370+STABILITY: SURFACE MOTION
 OO1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1370+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 OO1370
 OO1370  HISTORY     - Date     Condition        Report By
 OO1370  HISTORY     - 1980     MONUMENTED       MNDT
 OO1370  HISTORY     - 20000821 GOOD             MNDT
 OO1370
 OO1370                          STATION DESCRIPTION
 OO1370
 OO1370'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1370'IN WELLS.
 OO1370'THE MARK IS LOCATED 2 BLOCKS EAST ALONG 7TH STREET SOUTH FROM ITS
 OO1370'JUNCTION WITH TRUNK HIGHWAY 22 IN WELLS AND IS AT THE CITY WATER
 OO1370'TANK.  THE MARK IS 128 FEET SOUTH OF THE NORTH FACE OF THE SOUTH CURB
 OO1370'OF 7TH STREET SOUTH, 59.4 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 OO1370'THE 1-STORY BLOCK CITY WATER DEPARTMENT BUILDING, 58 FEET WEST OF THE
 OO1370'SOUTHERLY EXTENSION OF THE CENTER OF SOUTH BROADWAY IN THE NORTHEAST
 OO1370'CORNER OF THE CONCRETE BASE OF THE NORTH LEG OF THE CITY WATER TANK.
 OO1370'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---2204
 OO1370'J 1980---, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
 OO1370
 OO1370                          STATION RECOVERY (2000)
 OO1370
 OO1370'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 OO1370'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1379 ***********************************************************************
 OO1379  DESIGNATION -  2204 K
 OO1379  PID         -  OO1379
 OO1379  STATE/COUNTY-  MN/FARIBAULT
 OO1379  COUNTRY     -  US
 OO1379  USGS QUAD   -  WELLS (1982)
 OO1379
 OO1379                         *CURRENT SURVEY CONTROL
 OO1379  ______________________________________________________________________
 OO1379* NAD 83(1986) POSITION- 43 44 35.     (N) 093 43 44.     (W)   SCALED    
 OO1379* NAVD 88 ORTHO HEIGHT -   354.246  (meters)    1162.22  (feet) ADJUSTED  
 OO1379  ______________________________________________________________________
 OO1379  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1379  DYNAMIC HEIGHT  -        354.162 (meters)     1161.95  (feet) COMP
 OO1379  MODELED GRAVITY -    980,372.8   (mgal)                       NAVD 88
 OO1379
 OO1379  VERT ORDER      -  SECOND    CLASS I
 OO1379
 OO1379.The horizontal coordinates were scaled from a topographic map and have
 OO1379.an estimated accuracy of +/- 6 seconds.
 OO1379.
 OO1379.The orthometric height was determined by differential leveling and
 OO1379.adjusted in June 1991.
 OO1379
 OO1379.The dynamic height is computed by dividing the NAVD 88
 OO1379.geopotential number by the normal gravity value computed on the
 OO1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1379.degrees latitude (g = 980.6199 gals.).
 OO1379
 OO1379.The modeled gravity was interpolated from observed gravity values.
 OO1379
 OO1379;                    North         East    Units  Estimated Accuracy
 OO1379;SPC MN S     -   182,600.      821,840.      MT  (+/- 180 meters Scaled)
 OO1379
 OO1379                          SUPERSEDED SURVEY CONTROL
 OO1379
 OO1379.No superseded survey control is available for this station.
 OO1379
 OO1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ413435(NAD 83)
 OO1379
 OO1379_MARKER: DB = BENCH MARK DISK
 OO1379_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1379_SP_SET: WINDOW WELL
 OO1379_STAMPING: 2204 K 1980
 OO1379_MARK LOGO: MNDT  
 OO1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1379+STABILITY: SURFACE MOTION
 OO1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1379+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2000
 OO1379
 OO1379  HISTORY     - Date     Condition        Report By
 OO1379  HISTORY     - 1980     MONUMENTED       MNDT
 OO1379  HISTORY     - 20000821 GOOD             MNDT
 OO1379
 OO1379                          STATION DESCRIPTION
 OO1379
 OO1379'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1379'IN WELLS.
 OO1379'THE MARK IS LOCATED AT THE SCHOOL IN WELLS.  THE MARK IS 100.5 FEET
 OO1379'WEST OF THE CENTERLINE OF HIGHWAY 22, 9.8 FEET SOUTH OF THE CENTER OF
 OO1379'THE NORTHEAST ENTRANCE TO THE WELLS ELEMENTARY SCHOOL, 9 FEET NORTH
 OO1379'OF WEST EXTENSION OF THE CENTER OF 2ND STREET SW AND 0.8 FOOT EAST OF
 OO1379'THE STONE WALL OF THE SCHOOL IN THE NORTHEAST CORNER OF THE TOP OF A
 OO1379'5 FOOT BY 4 FOOT BY 7 FOOT DEEP WINDOW WELL.  THE MARK, A STANDARD
 OO1379'MNHD VERTICAL CONTROL MARK DISK STAMPED---2204 K 1980---, IS CEMENTED
 OO1379'IN A DRILL HOLE IN THE WINDOW WELL ABOUT 6 INCHES ABOVE THE LAWN.
 OO1379
 OO1379                          STATION RECOVERY (2000)
 OO1379
 OO1379'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 OO1379'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9633 ***********************************************************************
 DE9633  DESIGNATION -  2205 J
 DE9633  PID         -  DE9633
 DE9633  STATE/COUNTY-  MN/FARIBAULT
 DE9633  COUNTRY     -  US
 DE9633  USGS QUAD   -  WELLS (1982)
 DE9633
 DE9633                         *CURRENT SURVEY CONTROL
 DE9633  ______________________________________________________________________
 DE9633* NAD 83(2007) POSITION- 43 44 56.48847(N) 093 43 42.98308(W)   ADJUSTED  
 DE9633* NAD 83(2007) ELLIP HT-   322.970 (meters)        (02/10/07)   ADJUSTED
 DE9633* NAD 83(2007) EPOCH   -  2002.00
 DE9633* NAVD 88 ORTHO HEIGHT -   352.186  (meters)    1155.46  (feet) ADJUSTED  
 DE9633  ______________________________________________________________________
 DE9633  NAD 83(2007) X  -   -300,118.314 (meters)                     COMP
 DE9633  NAD 83(2007) Y  - -4,605,268.023 (meters)                     COMP
 DE9633  NAD 83(2007) Z  -  4,388,213.199 (meters)                     COMP
 DE9633  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC09
 DE9633  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DE9633  DYNAMIC HEIGHT  -        352.103 (meters)     1155.19  (feet) COMP
 DE9633  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 DE9633
 DE9633  VERT ORDER      -  SECOND    CLASS I
 DE9633
 DE9633  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9633  Type                                         Horiz  Ellip  Dist(km)
 DE9633  -------------------------------------------------------------------
 DE9633  NETWORK                                       0.75   0.78
 DE9633  -------------------------------------------------------------------
 DE9633  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.73      2.73
 DE9633  -------------------------------------------------------------------
 DE9633  NOTE: Click here for information on individual local accuracy
 DE9633  values and other accuracy information.
 DE9633
 DE9633
 DE9633.The horizontal coordinates were established by GPS observations
 DE9633.and adjusted by the National Geodetic Survey in February 2007.
 DE9633
 DE9633.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9633.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9633
 DE9633.The horizontal coordinates are valid at the epoch date displayed above
 DE9633.which is a decimal equivalence of Year/Month/Day.
 DE9633
 DE9633.The orthometric height was determined by differential leveling and
 DE9633.adjusted in August 2004.
 DE9633
 DE9633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9633
 DE9633.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9633
 DE9633.The ellipsoidal height was determined by GPS observations
 DE9633.and is referenced to NAD 83.
 DE9633
 DE9633.The dynamic height is computed by dividing the NAVD 88
 DE9633.geopotential number by the normal gravity value computed on the
 DE9633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9633.degrees latitude (g = 980.6199 gals.).
 DE9633
 DE9633.The modeled gravity was interpolated from observed gravity values.
 DE9633
 DE9633. The following values were computed from the NAD 83(2007) position.
 DE9633
 DE9633;                    North         East     Units Scale Factor Converg.
 DE9633;SPC MN S     -   183,262.978   821,859.120   MT  1.00000761   +0 11 24.8
 DE9633;SPC MN S     -   601,255.29  2,696,382.80   sFT  1.00000761   +0 11 24.8
 DE9633;UTM  15      - 4,844,256.094   441,338.880   MT  0.99964232   -0 30 13.8
 DE9633
 DE9633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9633!SPC MN S     -   0.99994936  x   1.00000761  =   0.99995697
 DE9633!UTM  15      -   0.99994936  x   0.99964232  =   0.99959170
 DE9633
 DE9633|---------------------------------------------------------------------|
 DE9633| PID    Reference Object                     Distance      Geod. Az  |
 DE9633|                                                           dddmmss.s |
 DE9633| AB6235 STOKELY                             350.128 METERS 30746     |
 DE9633|---------------------------------------------------------------------|
 DE9633
 DE9633                          SUPERSEDED SURVEY CONTROL
 DE9633
 DE9633  NAD 83(1996)-  43 44 56.48756(N)    093 43 42.98203(W) AD(       ) 1
 DE9633  ELLIP H (01/23/03)  323.024  (m)                       GP(       ) 3 2
 DE9633  NAVD 88 (01/23/03)  352.19   (m)         1155.5    (f) LEVELING    3  
 DE9633
 DE9633.Superseded values are not recommended for survey control.
 DE9633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9633.See file dsdata.txt to determine how the superseded data were derived.
 DE9633
 DE9633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4133844256(NAD 83)
 DE9633
 DE9633_MARKER: DB = BENCH MARK DISK
 DE9633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9633_STAMPING: 2205 J 1952
 DE9633_MARK LOGO: MNDT  
 DE9633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE9633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9633+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2000
 DE9633
 DE9633  HISTORY     - Date     Condition        Report By
 DE9633  HISTORY     - 1956     MONUMENTED       MNDT
 DE9633  HISTORY     - 20001014 GOOD             MNDT
 DE9633
 DE9633                          STATION DESCRIPTION
 DE9633
 DE9633'DESCRIBED BY MN DEPT OF TRANSP 2000 (DJS)
 DE9633'THE MARK WAS RECOVERED IN WELLS, AT NW COR OF JCT OF TH 22 AND CO RD
 DE9633'29 NORTH, 60 FT (18.3 M) NE OF TH 22, AT TH 22 STA 41+70, 63 FT (19.2
 DE9633'M) WEST OF CO RD 29, 45.2 FT (13.8 M) NW OF P-POLE, 37 FT (11.3 M) SE
 DE9633'OF LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9629 ***********************************************************************
 DE9629  DESIGNATION -  2205 K
 DE9629  PID         -  DE9629
 DE9629  STATE/COUNTY-  MN/FARIBAULT
 DE9629  COUNTRY     -  US
 DE9629  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9629
 DE9629                         *CURRENT SURVEY CONTROL
 DE9629  ______________________________________________________________________
 DE9629* NAD 83(2007) POSITION- 43 50 12.89091(N) 093 49 26.52103(W)   ADJUSTED  
 DE9629* NAD 83(2007) ELLIP HT-   290.437 (meters)        (02/10/07)   ADJUSTED
 DE9629* NAD 83(2007) EPOCH   -  2002.00
 DE9629* NAVD 88 ORTHO HEIGHT -   319.415  (meters)    1047.95  (feet) ADJUSTED  
 DE9629  ______________________________________________________________________
 DE9629  NAD 83(2007) X  -   -307,335.754 (meters)                     COMP
 DE9629  NAD 83(2007) Y  - -4,597,994.987 (meters)                     COMP
 DE9629  NAD 83(2007) Z  -  4,395,240.023 (meters)                     COMP
 DE9629  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC09
 DE9629  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 DE9629  DYNAMIC HEIGHT  -        319.346 (meters)     1047.72  (feet) COMP
 DE9629  MODELED GRAVITY -    980,394.6   (mgal)                       NAVD 88
 DE9629
 DE9629  VERT ORDER      -  SECOND    CLASS I
 DE9629
 DE9629  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9629  Type                                         Horiz  Ellip  Dist(km)
 DE9629  -------------------------------------------------------------------
 DE9629  NETWORK                                       0.81   0.73
 DE9629  -------------------------------------------------------------------
 DE9629  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.55      2.00
 DE9629  -------------------------------------------------------------------
 DE9629  NOTE: Click here for information on individual local accuracy
 DE9629  values and other accuracy information.
 DE9629
 DE9629
 DE9629.The horizontal coordinates were established by GPS observations
 DE9629.and adjusted by the National Geodetic Survey in February 2007.
 DE9629
 DE9629.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9629.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9629
 DE9629.The horizontal coordinates are valid at the epoch date displayed above
 DE9629.which is a decimal equivalence of Year/Month/Day.
 DE9629
 DE9629.The orthometric height was determined by differential leveling and
 DE9629.adjusted in August 2004.
 DE9629
 DE9629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9629
 DE9629.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9629
 DE9629.The ellipsoidal height was determined by GPS observations
 DE9629.and is referenced to NAD 83.
 DE9629
 DE9629.The dynamic height is computed by dividing the NAVD 88
 DE9629.geopotential number by the normal gravity value computed on the
 DE9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9629.degrees latitude (g = 980.6199 gals.).
 DE9629
 DE9629.The modeled gravity was interpolated from observed gravity values.
 DE9629
 DE9629. The following values were computed from the NAD 83(2007) position.
 DE9629
 DE9629;                    North         East     Units Scale Factor Converg.
 DE9629;SPC MN S     -   193,007.156   814,152.026   MT  0.99998882   +0 07 24.0
 DE9629;SPC MN S     -   633,224.31  2,671,097.11   sFT  0.99998882   +0 07 24.0
 DE9629;UTM  15      - 4,854,089.473   433,753.044   MT  0.99965398   -0 34 14.7
 DE9629
 DE9629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9629!SPC MN S     -   0.99995446  x   0.99998882  =   0.99994328
 DE9629!UTM  15      -   0.99995446  x   0.99965398  =   0.99960845
 DE9629
 DE9629                          SUPERSEDED SURVEY CONTROL
 DE9629
 DE9629  NAD 83(1996)-  43 50 12.89031(N)    093 49 26.52036(W) AD(       ) 1
 DE9629  ELLIP H (01/23/03)  290.487  (m)                       GP(       ) 3 2
 DE9629  NAVD 88 (01/23/03)  319.42   (m)         1048.0    (f) LEVELING    3  
 DE9629
 DE9629.Superseded values are not recommended for survey control.
 DE9629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9629.See file dsdata.txt to determine how the superseded data were derived.
 DE9629
 DE9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3375354089(NAD 83)
 DE9629
 DE9629_MARKER: DD = SURVEY DISK
 DE9629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9629_STAMPING: 2205 K
 DE9629_MARK LOGO: MNDT  
 DE9629_PROJECTION: RECESSED 5 CENTIMETERS
 DE9629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9629+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2012
 DE9629_ROD/PIPE-DEPTH:  4.6 meters
 DE9629
 DE9629  HISTORY     - Date     Condition        Report By
 DE9629  HISTORY     - 1999     MONUMENTED       MNDT
 DE9629  HISTORY     - 20120223 GOOD             DUCKS
 DE9629
 DE9629                          STATION DESCRIPTION
 DE9629
 DE9629'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9629'0.75 MI (1.21 KM) SE OF MINNESOTA LAKE, 0.75 MI (1.21 KM) SE ALONG TH
 DE9629'22 FROM JCT OF CO RD 21, AT TH 22 MP 26.2, 51.5 FT (15.7 M) SW OF TH
 DE9629'22, 45.9 FT (14.0 M) NE OF EAST RAIL OF RR TRACKS, 2.5 FT (0.8 M) NW
 DE9629'OF WIT POST.
 DE9629
 DE9629                          STATION RECOVERY (2012)
 DE9629
 DE9629'RECOVERY NOTE BY DUCKS UNLIMITED 2012 (GLJ)
 DE9629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8265 ***********************************************************************
 DF8265  DESIGNATION -  2205 L
 DF8265  PID         -  DF8265
 DF8265  STATE/COUNTY-  MN/FARIBAULT
 DF8265  COUNTRY     -  US
 DF8265  USGS QUAD   -  MINNESOTA LAKE (1977)
 DF8265
 DF8265                         *CURRENT SURVEY CONTROL
 DF8265  ______________________________________________________________________
 DF8265* NAD 83(1986) POSITION- 43 48 44.     (N) 093 47 52.     (W)   SCALED    
 DF8265* NAVD 88 ORTHO HEIGHT -   325.049  (meters)    1066.43  (feet) ADJUSTED  
 DF8265  ______________________________________________________________________
 DF8265  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 DF8265  DYNAMIC HEIGHT  -        324.977 (meters)     1066.20  (feet) COMP
 DF8265  MODELED GRAVITY -    980,388.4   (mgal)                       NAVD 88
 DF8265
 DF8265  VERT ORDER      -  SECOND    CLASS I
 DF8265
 DF8265.The horizontal coordinates were scaled from a topographic map and have
 DF8265.an estimated accuracy of +/- 6 seconds.
 DF8265.
 DF8265.The orthometric height was determined by differential leveling and
 DF8265.adjusted in August 2004.
 DF8265
 DF8265.The dynamic height is computed by dividing the NAVD 88
 DF8265.geopotential number by the normal gravity value computed on the
 DF8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8265.degrees latitude (g = 980.6199 gals.).
 DF8265
 DF8265.The modeled gravity was interpolated from observed gravity values.
 DF8265
 DF8265;                    North         East    Units  Estimated Accuracy
 DF8265;SPC MN S     -   190,270.      816,270.      MT  (+/- 180 meters Scaled)
 DF8265
 DF8265                          SUPERSEDED SURVEY CONTROL
 DF8265
 DF8265.No superseded survey control is available for this station.
 DF8265
 DF8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ358513(NAD 83)
 DF8265
 DF8265_MARKER: DD = SURVEY DISK
 DF8265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8265_SP_SET: CULVERT
 DF8265_STAMPING: 2205 L 1999
 DF8265_MARK LOGO: MNDT  
 DF8265_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8265+STABILITY: SURFACE MOTION
 DF8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8265+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF8265
 DF8265  HISTORY     - Date     Condition        Report By
 DF8265  HISTORY     - 1999     MONUMENTED       MNDT
 DF8265
 DF8265                          STATION DESCRIPTION
 DF8265
 DF8265'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8265'3 MI (4.8 KM) SE OF MINNESOTA LAKE, IN SE COR OF CONC CULVERT NO 6068
 DF8265'(TH 22 OVER MAPLE RIVER), 2.95 MI (4.75 KM) SE ALONG TH 22 FROM JCT OF
 DF8265'TH 22 AND CO RD 21 IN MINNESOTA LAKE, AT TH 22 MP 24, 21.1 FT (6.4 M)
 DF8265'NE OF TH 22, 2.2 FT (0.7 M) NW OF SOUTH END OF BOX CULVERT J-BARRIER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9630 ***********************************************************************
 DE9630  DESIGNATION -  2205 M
 DE9630  PID         -  DE9630
 DE9630  STATE/COUNTY-  MN/FARIBAULT
 DE9630  COUNTRY     -  US
 DE9630  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9630
 DE9630                         *CURRENT SURVEY CONTROL
 DE9630  ______________________________________________________________________
 DE9630* NAD 83(2007) POSITION- 43 48 15.21013(N) 093 47 21.74856(W)   ADJUSTED  
 DE9630* NAD 83(2007) ELLIP HT-   298.169 (meters)        (02/10/07)   ADJUSTED
 DE9630* NAD 83(2007) EPOCH   -  2002.00
 DE9630* NAVD 88 ORTHO HEIGHT -   327.247  (meters)    1073.64  (feet) ADJUSTED  
 DE9630  ______________________________________________________________________
 DE9630  NAD 83(2007) X  -   -304,720.886 (meters)                     COMP
 DE9630  NAD 83(2007) Y  - -4,600,695.078 (meters)                     COMP
 DE9630  NAD 83(2007) Z  -  4,392,624.692 (meters)                     COMP
 DE9630  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC09
 DE9630  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 DE9630  DYNAMIC HEIGHT  -        327.174 (meters)     1073.40  (feet) COMP
 DE9630  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 DE9630
 DE9630  VERT ORDER      -  SECOND    CLASS I
 DE9630
 DE9630  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9630  Type                                         Horiz  Ellip  Dist(km)
 DE9630  -------------------------------------------------------------------
 DE9630  NETWORK                                       0.78   0.73
 DE9630  -------------------------------------------------------------------
 DE9630  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.88   0.78      3.38
 DE9630  -------------------------------------------------------------------
 DE9630  NOTE: Click here for information on individual local accuracy
 DE9630  values and other accuracy information.
 DE9630
 DE9630
 DE9630.The horizontal coordinates were established by GPS observations
 DE9630.and adjusted by the National Geodetic Survey in February 2007.
 DE9630
 DE9630.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9630.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9630
 DE9630.The horizontal coordinates are valid at the epoch date displayed above
 DE9630.which is a decimal equivalence of Year/Month/Day.
 DE9630
 DE9630.The orthometric height was determined by differential leveling and
 DE9630.adjusted in August 2004.
 DE9630
 DE9630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9630
 DE9630.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9630
 DE9630.The ellipsoidal height was determined by GPS observations
 DE9630.and is referenced to NAD 83.
 DE9630
 DE9630.The dynamic height is computed by dividing the NAVD 88
 DE9630.geopotential number by the normal gravity value computed on the
 DE9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9630.degrees latitude (g = 980.6199 gals.).
 DE9630
 DE9630.The modeled gravity was interpolated from observed gravity values.
 DE9630
 DE9630. The following values were computed from the NAD 83(2007) position.
 DE9630
 DE9630;                    North         East     Units Scale Factor Converg.
 DE9630;SPC MN S     -   189,381.742   816,948.817   MT  0.99999554   +0 08 51.5
 DE9630;SPC MN S     -   621,329.93  2,680,272.91   sFT  0.99999554   +0 08 51.5
 DE9630;UTM  15      - 4,850,431.692   436,504.776   MT  0.99964959   -0 32 47.1
 DE9630
 DE9630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9630!SPC MN S     -   0.99995325  x   0.99999554  =   0.99994879
 DE9630!UTM  15      -   0.99995325  x   0.99964959  =   0.99960285
 DE9630
 DE9630                          SUPERSEDED SURVEY CONTROL
 DE9630
 DE9630  NAD 83(1996)-  43 48 15.20947(N)    093 47 21.74784(W) AD(       ) 1
 DE9630  ELLIP H (01/23/03)  298.221  (m)                       GP(       ) 3 2
 DE9630  NAVD 88 (01/23/03)  327.25   (m)         1073.7    (f) LEVELING    3  
 DE9630
 DE9630.Superseded values are not recommended for survey control.
 DE9630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9630.See file dsdata.txt to determine how the superseded data were derived.
 DE9630
 DE9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3650450431(NAD 83)
 DE9630
 DE9630_MARKER: DD = SURVEY DISK
 DE9630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9630_STAMPING: 2205 M 1999
 DE9630_MARK LOGO: MNDT  
 DE9630_PROJECTION: RECESSED 5 CENTIMETERS
 DE9630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9630+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9630_ROD/PIPE-DEPTH:  9.1 meters
 DE9630
 DE9630  HISTORY     - Date     Condition        Report By
 DE9630  HISTORY     - 1999     MONUMENTED       MNDT
 DE9630
 DE9630                          STATION DESCRIPTION
 DE9630
 DE9630'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9630'3 MI (4.8 KM) SE OF MINNESOTA LAKE, 3.3 MI (5.3 KM) SE ALONG TH 22
 DE9630'FROM JCT OF CO RD 21, AT TH 22 MP 23.65, 123 FT (37.5 M) NE OF TH 22,
 DE9630'42 FT (12.8 M) SOUTH OF CO RD 34, 13.2 FT (4.0 M) ENE OF P-POLE, 105.4
 DE9630'FT (32.1 M) SW OF CABLE PEDESTAL, 13.2 FT (4.0 M) ENE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8266 ***********************************************************************
 DF8266  DESIGNATION -  2205 N
 DF8266  PID         -  DF8266
 DF8266  STATE/COUNTY-  MN/FARIBAULT
 DF8266  COUNTRY     -  US
 DF8266  USGS QUAD   -  MINNESOTA LAKE (1977)
 DF8266
 DF8266                         *CURRENT SURVEY CONTROL
 DF8266  ______________________________________________________________________
 DF8266* NAD 83(1986) POSITION- 43 47 52.     (N) 093 47 00.     (W)   SCALED    
 DF8266* NAVD 88 ORTHO HEIGHT -   327.920  (meters)    1075.85  (feet) ADJUSTED  
 DF8266  ______________________________________________________________________
 DF8266  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DF8266  DYNAMIC HEIGHT  -        327.846 (meters)     1075.61  (feet) COMP
 DF8266  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 DF8266
 DF8266  VERT ORDER      -  SECOND    CLASS I
 DF8266
 DF8266.The horizontal coordinates were scaled from a topographic map and have
 DF8266.an estimated accuracy of +/- 6 seconds.
 DF8266.
 DF8266.The orthometric height was determined by differential leveling and
 DF8266.adjusted in August 2004.
 DF8266
 DF8266.The dynamic height is computed by dividing the NAVD 88
 DF8266.geopotential number by the normal gravity value computed on the
 DF8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8266.degrees latitude (g = 980.6199 gals.).
 DF8266
 DF8266.The modeled gravity was interpolated from observed gravity values.
 DF8266
 DF8266;                    North         East    Units  Estimated Accuracy
 DF8266;SPC MN S     -   188,670.      817,440.      MT  (+/- 180 meters Scaled)
 DF8266
 DF8266                          SUPERSEDED SURVEY CONTROL
 DF8266
 DF8266.No superseded survey control is available for this station.
 DF8266
 DF8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ369497(NAD 83)
 DF8266
 DF8266_MARKER: DD = SURVEY DISK
 DF8266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8266_SP_SET: CULVERT
 DF8266_STAMPING: 2205 N 1999
 DF8266_MARK LOGO: MNDT  
 DF8266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8266+STABILITY: SURFACE MOTION
 DF8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8266+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DF8266
 DF8266  HISTORY     - Date     Condition        Report By
 DF8266  HISTORY     - 1999     MONUMENTED       MNDT
 DF8266
 DF8266                          STATION DESCRIPTION
 DF8266
 DF8266'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DF8266'4.25 MI (6.84 KM) SE OF MINNESOTA LAKE, IN SE COR OF CONC CULVERT NO
 DF8266'8100 (TH 22 OVER MAPLE RIVER), 4.2 MI (6.8 KM) SE ALONG TH 22 FROM JCT
 DF8266'OF TH 22 AND CO RD 21 IN MINNESOTA LAKE, AT TH 22 MP 22.75, 20.5 FT
 DF8266'(6.2 M) NE OF TH 22, 2.1 FT (0.6 M) NW OF SOUTH END OF BOX CULVERT
 DF8266'J-BARRIER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9631 ***********************************************************************
 DE9631  DESIGNATION -  2205 P
 DE9631  PID         -  DE9631
 DE9631  STATE/COUNTY-  MN/FARIBAULT
 DE9631  COUNTRY     -  US
 DE9631  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9631
 DE9631                         *CURRENT SURVEY CONTROL
 DE9631  ______________________________________________________________________
 DE9631* NAD 83(2007) POSITION- 43 46 44.12992(N) 093 45 51.18293(W)   ADJUSTED  
 DE9631* NAD 83(2007) ELLIP HT-   308.317 (meters)        (02/10/07)   ADJUSTED
 DE9631* NAD 83(2007) EPOCH   -  2002.00
 DE9631* NAVD 88 ORTHO HEIGHT -   337.437  (meters)    1107.07  (feet) ADJUSTED  
 DE9631  ______________________________________________________________________
 DE9631  NAD 83(2007) X  -   -302,829.009 (meters)                     COMP
 DE9631  NAD 83(2007) Y  - -4,602,776.981 (meters)                     COMP
 DE9631  NAD 83(2007) Z  -  4,390,602.433 (meters)                     COMP
 DE9631  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DE9631  GEOID HEIGHT    -        -29.13  (meters)                     GEOID09
 DE9631  DYNAMIC HEIGHT  -        337.360 (meters)     1106.82  (feet) COMP
 DE9631  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 DE9631
 DE9631  VERT ORDER      -  SECOND    CLASS I
 DE9631
 DE9631  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9631  Type                                         Horiz  Ellip  Dist(km)
 DE9631  -------------------------------------------------------------------
 DE9631  NETWORK                                       1.06   0.78
 DE9631  -------------------------------------------------------------------
 DE9631  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.04   0.65      1.67
 DE9631  -------------------------------------------------------------------
 DE9631  NOTE: Click here for information on individual local accuracy
 DE9631  values and other accuracy information.
 DE9631
 DE9631
 DE9631.The horizontal coordinates were established by GPS observations
 DE9631.and adjusted by the National Geodetic Survey in February 2007.
 DE9631
 DE9631.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9631.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9631
 DE9631.The horizontal coordinates are valid at the epoch date displayed above
 DE9631.which is a decimal equivalence of Year/Month/Day.
 DE9631
 DE9631.The orthometric height was determined by differential leveling and
 DE9631.adjusted in August 2004.
 DE9631
 DE9631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9631
 DE9631.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9631
 DE9631.The ellipsoidal height was determined by GPS observations
 DE9631.and is referenced to NAD 83.
 DE9631
 DE9631.The dynamic height is computed by dividing the NAVD 88
 DE9631.geopotential number by the normal gravity value computed on the
 DE9631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9631.degrees latitude (g = 980.6199 gals.).
 DE9631
 DE9631.The modeled gravity was interpolated from observed gravity values.
 DE9631
 DE9631. The following values were computed from the NAD 83(2007) position.
 DE9631
 DE9631;                    North         East     Units Scale Factor Converg.
 DE9631;SPC MN S     -   186,576.243   818,981.288   MT  1.00000096   +0 09 55.0
 DE9631;SPC MN S     -   612,125.56  2,686,941.11   sFT  1.00000096   +0 09 55.0
 DE9631;UTM  15      - 4,847,602.771   438,502.415   MT  0.99964652   -0 31 43.5
 DE9631
 DE9631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9631!SPC MN S     -   0.99995166  x   1.00000096  =   0.99995262
 DE9631!UTM  15      -   0.99995166  x   0.99964652  =   0.99959819
 DE9631
 DE9631                          SUPERSEDED SURVEY CONTROL
 DE9631
 DE9631  NAD 83(1996)-  43 46 44.12915(N)    093 45 51.18203(W) AD(       ) 1
 DE9631  ELLIP H (01/23/03)  308.368  (m)                       GP(       ) 3 2
 DE9631  NAVD 88 (01/23/03)  337.44   (m)         1107.1    (f) LEVELING    3  
 DE9631
 DE9631.Superseded values are not recommended for survey control.
 DE9631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9631.See file dsdata.txt to determine how the superseded data were derived.
 DE9631
 DE9631_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3850247602(NAD 83)
 DE9631
 DE9631_MARKER: DD = SURVEY DISK
 DE9631_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9631_STAMPING: 2205 P 1999
 DE9631_MARK LOGO: MNDT  
 DE9631_PROJECTION: RECESSED 5 CENTIMETERS
 DE9631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9631+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9631_ROD/PIPE-DEPTH:  7.6 meters
 DE9631
 DE9631  HISTORY     - Date     Condition        Report By
 DE9631  HISTORY     - 1999     MONUMENTED       MNDT
 DE9631
 DE9631                          STATION DESCRIPTION
 DE9631
 DE9631'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9631'3 MI (4.8 KM) NW OF WELLS, 3 MI (4.8 KM) NW ALONG TH 22 FROM JCT OF TH
 DE9631'109, AT TH 22 MP 21.2, 70 FT (21.3 M) SW OF TH 22, 26.7 FT (8.1 M) NE
 DE9631'OF WEST RAIL OF RR TRACKS, 53 FT (16.2 M) SE OF ENT, 2.5 FT (0.8 M) SE
 DE9631'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9632 ***********************************************************************
 DE9632  DESIGNATION -  2205 Q
 DE9632  PID         -  DE9632
 DE9632  STATE/COUNTY-  MN/FARIBAULT
 DE9632  COUNTRY     -  US
 DE9632  USGS QUAD   -  MINNESOTA LAKE (1977)
 DE9632
 DE9632                         *CURRENT SURVEY CONTROL
 DE9632  ______________________________________________________________________
 DE9632* NAD 83(2007) POSITION- 43 46 00.85999(N) 093 45 06.35364(W)   ADJUSTED  
 DE9632* NAD 83(2007) ELLIP HT-   314.571 (meters)        (02/10/07)   ADJUSTED
 DE9632* NAD 83(2007) EPOCH   -  2002.00
 DE9632* NAVD 88 ORTHO HEIGHT -   343.740  (meters)    1127.75  (feet) ADJUSTED  
 DE9632  ______________________________________________________________________
 DE9632  NAD 83(2007) X  -   -301,889.392 (meters)                     COMP
 DE9632  NAD 83(2007) Y  - -4,603,769.128 (meters)                     COMP
 DE9632  NAD 83(2007) Z  -  4,389,642.400 (meters)                     COMP
 DE9632  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC09
 DE9632  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 DE9632  DYNAMIC HEIGHT  -        343.661 (meters)     1127.49  (feet) COMP
 DE9632  MODELED GRAVITY -    980,377.9   (mgal)                       NAVD 88
 DE9632
 DE9632  VERT ORDER      -  SECOND    CLASS I
 DE9632
 DE9632  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9632  Type                                         Horiz  Ellip  Dist(km)
 DE9632  -------------------------------------------------------------------
 DE9632  NETWORK                                       0.68   0.74
 DE9632  -------------------------------------------------------------------
 DE9632  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.87   0.65      2.38
 DE9632  -------------------------------------------------------------------
 DE9632  NOTE: Click here for information on individual local accuracy
 DE9632  values and other accuracy information.
 DE9632
 DE9632
 DE9632.The horizontal coordinates were established by GPS observations
 DE9632.and adjusted by the National Geodetic Survey in February 2007.
 DE9632
 DE9632.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9632.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9632
 DE9632.The horizontal coordinates are valid at the epoch date displayed above
 DE9632.which is a decimal equivalence of Year/Month/Day.
 DE9632
 DE9632.The orthometric height was determined by differential leveling and
 DE9632.adjusted in August 2004.
 DE9632
 DE9632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9632
 DE9632.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9632
 DE9632.The ellipsoidal height was determined by GPS observations
 DE9632.and is referenced to NAD 83.
 DE9632
 DE9632.The dynamic height is computed by dividing the NAVD 88
 DE9632.geopotential number by the normal gravity value computed on the
 DE9632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9632.degrees latitude (g = 980.6199 gals.).
 DE9632
 DE9632.The modeled gravity was interpolated from observed gravity values.
 DE9632
 DE9632. The following values were computed from the NAD 83(2007) position.
 DE9632
 DE9632;                    North         East     Units Scale Factor Converg.
 DE9632;SPC MN S     -   185,243.763   819,987.816   MT  1.00000360   +0 10 26.4
 DE9632;SPC MN S     -   607,753.91  2,690,243.36   sFT  1.00000360   +0 10 26.4
 DE9632;UTM  15      - 4,846,258.675   439,492.376   MT  0.99964503   -0 31 12.1
 DE9632
 DE9632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9632!SPC MN S     -   0.99995067  x   1.00000360  =   0.99995427
 DE9632!UTM  15      -   0.99995067  x   0.99964503  =   0.99959572
 DE9632
 DE9632                          SUPERSEDED SURVEY CONTROL
 DE9632
 DE9632  NAD 83(1996)-  43 46 00.85911(N)    093 45 06.35269(W) AD(       ) 1
 DE9632  ELLIP H (01/23/03)  314.623  (m)                       GP(       ) 3 2
 DE9632  NAVD 88 (01/23/03)  343.74   (m)         1127.8    (f) LEVELING    3  
 DE9632
 DE9632.Superseded values are not recommended for survey control.
 DE9632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9632.See file dsdata.txt to determine how the superseded data were derived.
 DE9632
 DE9632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3949246258(NAD 83)
 DE9632
 DE9632_MARKER: DD = SURVEY DISK
 DE9632_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE9632_STAMPING: 2205 Q 1999
 DE9632_MARK LOGO: MNDT  
 DE9632_PROJECTION: RECESSED 3 CENTIMETERS
 DE9632_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9632+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE9632_ROD/PIPE-DEPTH: 10.7 meters
 DE9632
 DE9632  HISTORY     - Date     Condition        Report By
 DE9632  HISTORY     - 1999     MONUMENTED       MNDT
 DE9632
 DE9632                          STATION DESCRIPTION
 DE9632
 DE9632'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE9632'2 MI (3.2 KM) NW OF WELLS, 1.8 MI (2.9 KM) NW ALONG TH 22 FROM JCT OF
 DE9632'TH 109, AT TH 22 MP 20.2, 70 FT (21.3 M) SW OF TH 22, 26.5 FT (8.1 M)
 DE9632'NE OF EAST RAIL OF RR TRACKS, 2.5 FT (0.8 M) SE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1381 ***********************************************************************
 OO1381  DESIGNATION -  2206 C
 OO1381  PID         -  OO1381
 OO1381  STATE/COUNTY-  MN/FARIBAULT
 OO1381  COUNTRY     -  US
 OO1381  USGS QUAD   -  WELLS (1982)
 OO1381
 OO1381                         *CURRENT SURVEY CONTROL
 OO1381  ______________________________________________________________________
 OO1381* NAD 83(1986) POSITION- 43 44 03.     (N) 093 42 07.     (W)   SCALED    
 OO1381* NAVD 88 ORTHO HEIGHT -   354.329  (meters)    1162.49  (feet) ADJUSTED  
 OO1381  ______________________________________________________________________
 OO1381  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 OO1381  DYNAMIC HEIGHT  -        354.244 (meters)     1162.22  (feet) COMP
 OO1381  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OO1381
 OO1381  VERT ORDER      -  SECOND    CLASS I
 OO1381
 OO1381.The horizontal coordinates were scaled from a topographic map and have
 OO1381.an estimated accuracy of +/- 6 seconds.
 OO1381.
 OO1381.The orthometric height was determined by differential leveling and
 OO1381.adjusted in June 1991.
 OO1381
 OO1381.The dynamic height is computed by dividing the NAVD 88
 OO1381.geopotential number by the normal gravity value computed on the
 OO1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1381.degrees latitude (g = 980.6199 gals.).
 OO1381
 OO1381.The modeled gravity was interpolated from observed gravity values.
 OO1381
 OO1381;                    North         East    Units  Estimated Accuracy
 OO1381;SPC MN S     -   181,620.      824,010.      MT  (+/- 180 meters Scaled)
 OO1381
 OO1381                          SUPERSEDED SURVEY CONTROL
 OO1381
 OO1381.No superseded survey control is available for this station.
 OO1381
 OO1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ434425(NAD 83)
 OO1381
 OO1381_MARKER: DB = BENCH MARK DISK
 OO1381_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1381_SP_SET: HEADWALL OF BOX CULVERT
 OO1381_STAMPING: 2206 C 1980
 OO1381_MARK LOGO: MNDT  
 OO1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1381+STABILITY: SURFACE MOTION
 OO1381
 OO1381  HISTORY     - Date     Condition        Report By
 OO1381  HISTORY     - 1980     MONUMENTED       MNDT
 OO1381
 OO1381                          STATION DESCRIPTION
 OO1381
 OO1381'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1381'1.4 MI SE FROM WELLS.
 OO1381'THE MARK IS LOCATED 1.8 MILES SOUTHEAST ALONG TRUNK HIGHWAY 109 FROM
 OO1381'ITS JUNCTION WITH TRUNK HIGHWAY 22 AT WELLS AND IS NEAR HIGHWAY 109
 OO1381'MILE POINT 24.55 IN THE SW 1/4 OF SECTION 10, T103N, R24W.  THE MARK
 OO1381'IS 18 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OO1381'HIGHWAY 109 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 14
 OO1381'FOOT WIDE BY 10 FOOT DEEP BOX CULVERT AT A DRAINAGE DITCH.  THE MARK,
 OO1381'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2206 C 1980---,
 OO1381'IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1392 ***********************************************************************
 OO1392  DESIGNATION -  2206 D
 OO1392  PID         -  OO1392
 OO1392  STATE/COUNTY-  MN/FARIBAULT
 OO1392  COUNTRY     -  US
 OO1392  USGS QUAD   -  WELLS (1982)
 OO1392
 OO1392                         *CURRENT SURVEY CONTROL
 OO1392  ______________________________________________________________________
 OO1392* NAD 83(1986) POSITION- 43 43 28.     (N) 093 40 52.     (W)   SCALED    
 OO1392* NAVD 88 ORTHO HEIGHT -   358.212  (meters)    1175.23  (feet) ADJUSTED  
 OO1392  ______________________________________________________________________
 OO1392  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 OO1392  DYNAMIC HEIGHT  -        358.125 (meters)     1174.95  (feet) COMP
 OO1392  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 OO1392
 OO1392  VERT ORDER      -  SECOND    CLASS I
 OO1392
 OO1392.The horizontal coordinates were scaled from a topographic map and have
 OO1392.an estimated accuracy of +/- 6 seconds.
 OO1392.
 OO1392.The orthometric height was determined by differential leveling and
 OO1392.adjusted in June 1991.
 OO1392
 OO1392.The dynamic height is computed by dividing the NAVD 88
 OO1392.geopotential number by the normal gravity value computed on the
 OO1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1392.degrees latitude (g = 980.6199 gals.).
 OO1392
 OO1392.The modeled gravity was interpolated from observed gravity values.
 OO1392
 OO1392;                    North         East    Units  Estimated Accuracy
 OO1392;SPC MN S     -   180,550.      825,700.      MT  (+/- 180 meters Scaled)
 OO1392
 OO1392                          SUPERSEDED SURVEY CONTROL
 OO1392
 OO1392.No superseded survey control is available for this station.
 OO1392
 OO1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ451414(NAD 83)
 OO1392
 OO1392_MARKER: DB = BENCH MARK DISK
 OO1392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1392_SP_SET: HEADWALL OF BOX CULVERT
 OO1392_STAMPING: 2206 D 1980
 OO1392_MARK LOGO: MNDT  
 OO1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1392+STABILITY: SURFACE MOTION
 OO1392
 OO1392  HISTORY     - Date     Condition        Report By
 OO1392  HISTORY     - 1980     MONUMENTED       MNDT
 OO1392
 OO1392                          STATION DESCRIPTION
 OO1392
 OO1392'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1392'2.7 MI SE FROM WELLS.
 OO1392'THE MARK IS LOCATED ABOUT 3 MILES SOUTHEAST ALONG TRUNK HIGHWAY 109
 OO1392'FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 AT WELLS AND IS NEAR HIGHWAY
 OO1392'109 MILE POINT 25.8 IN THE SW 1/4 OF SECTION 14, T103N, R24W.  THE
 OO1392'MARK IS 22.6 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE
 OO1392'OF HIGHWAY 109 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A 12
 OO1392'FOOT WIDE BY 8 FOOT DEEP BOX CULVERT AT A DITCH.  THE MARK, A
 OO1392'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2206 D 1980---, IS
 OO1392'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1389 ***********************************************************************
 OO1389  DESIGNATION -  2206 E
 OO1389  PID         -  OO1389
 OO1389  STATE/COUNTY-  MN/FARIBAULT
 OO1389  COUNTRY     -  US
 OO1389  USGS QUAD   -  WELLS (1982)
 OO1389
 OO1389                         *CURRENT SURVEY CONTROL
 OO1389  ______________________________________________________________________
 OO1389* NAD 83(1986) POSITION- 43 42 42.     (N) 093 39 43.     (W)   SCALED    
 OO1389* NAVD 88 ORTHO HEIGHT -   361.246  (meters)    1185.19  (feet) ADJUSTED  
 OO1389  ______________________________________________________________________
 OO1389  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 OO1389  DYNAMIC HEIGHT  -        361.157 (meters)     1184.90  (feet) COMP
 OO1389  MODELED GRAVITY -    980,362.8   (mgal)                       NAVD 88
 OO1389
 OO1389  VERT ORDER      -  SECOND    CLASS I
 OO1389
 OO1389.The horizontal coordinates were scaled from a topographic map and have
 OO1389.an estimated accuracy of +/- 6 seconds.
 OO1389.
 OO1389.The orthometric height was determined by differential leveling and
 OO1389.adjusted in June 1991.
 OO1389
 OO1389.The dynamic height is computed by dividing the NAVD 88
 OO1389.geopotential number by the normal gravity value computed on the
 OO1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1389.degrees latitude (g = 980.6199 gals.).
 OO1389
 OO1389.The modeled gravity was interpolated from observed gravity values.
 OO1389
 OO1389;                    North         East    Units  Estimated Accuracy
 OO1389;SPC MN S     -   179,130.      827,250.      MT  (+/- 180 meters Scaled)
 OO1389
 OO1389                          SUPERSEDED SURVEY CONTROL
 OO1389
 OO1389.No superseded survey control is available for this station.
 OO1389
 OO1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ466400(NAD 83)
 OO1389
 OO1389_MARKER: DB = BENCH MARK DISK
 OO1389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1389_SP_SET: HEADWALL OF BOX CULVERT
 OO1389_STAMPING: 2206 E 1980
 OO1389_MARK LOGO: MNDT  
 OO1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1389+STABILITY: SURFACE MOTION
 OO1389
 OO1389  HISTORY     - Date     Condition        Report By
 OO1389  HISTORY     - 1980     MONUMENTED       MNDT
 OO1389
 OO1389                          STATION DESCRIPTION
 OO1389
 OO1389'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1389'3.9 MI SE FROM WELLS.
 OO1389'THE MARK IS LOCATED 4.4 MILES SOUTHEAST ALONG TRUNK HIGHWAY 109 FROM
 OO1389'ITS JUNCTION WITH TRUNK HIGHWAY 22 AT WELLS AND IS NEAR HIGHWAY 109
 OO1389'MILE POINT 27.1 IN THE NW 1/4 OF SECTION 24, T103N, R24W.  THE MARK
 OO1389'IS 21.9 FEET SOUTHWEST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 OO1389'HIGHWAY 109 IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF AN 8
 OO1389'FOOT WIDE BY 9 FOOT DEEP BOX CULVERT AT A DITCH.  THE MARK, A
 OO1389'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2206 E 1980---, IS
 OO1389'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9320 ***********************************************************************
 DJ9320  DESIGNATION -  2207 B
 DJ9320  PID         -  DJ9320
 DJ9320  STATE/COUNTY-  MN/FARIBAULT
 DJ9320  COUNTRY     -  US
 DJ9320  USGS QUAD   -  BLUE EARTH (1979)
 DJ9320
 DJ9320                         *CURRENT SURVEY CONTROL
 DJ9320  ______________________________________________________________________
 DJ9320* NAD 83(1986) POSITION- 43 37 50.2    (N) 094 05 30.4    (W)   HD_HELD2  
 DJ9320* NAVD 88 ORTHO HEIGHT -   331.795  (meters)    1088.56  (feet) ADJUSTED  
 DJ9320  ______________________________________________________________________
 DJ9320  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DJ9320  DYNAMIC HEIGHT  -        331.729 (meters)     1088.35  (feet) COMP
 DJ9320  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DJ9320
 DJ9320  VERT ORDER      -  SECOND    CLASS I
 DJ9320
 DJ9320.The horizontal coordinates were established by autonomous hand held GPS
 DJ9320.observations and have an estimated accuracy of +/- 10 meters.
 DJ9320.
 DJ9320.The orthometric height was determined by differential leveling and
 DJ9320.adjusted in June 2008.
 DJ9320
 DJ9320.The dynamic height is computed by dividing the NAVD 88
 DJ9320.geopotential number by the normal gravity value computed on the
 DJ9320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9320.degrees latitude (g = 980.6199 gals.).
 DJ9320
 DJ9320.The modeled gravity was interpolated from observed gravity values.
 DJ9320
 DJ9320;                    North         East    Units  Estimated Accuracy
 DJ9320;SPC MN S     -   170,074.      792,593.      MT  (+/- 10 meters HH2 GPS)
 DJ9320
 DJ9320                          SUPERSEDED SURVEY CONTROL
 DJ9320
 DJ9320.No superseded survey control is available for this station.
 DJ9320
 DJ9320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1192631426(NAD 83)
 DJ9320
 DJ9320_MARKER: DD = SURVEY DISK
 DJ9320_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9320_STAMPING: 2207 B 2005
 DJ9320_MARK LOGO: MNDT  
 DJ9320_PROJECTION: FLUSH
 DJ9320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9320+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9320_ROD/PIPE-DEPTH:  8.8 meters
 DJ9320
 DJ9320  HISTORY     - Date     Condition        Report By
 DJ9320  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9320
 DJ9320                          STATION DESCRIPTION
 DJ9320
 DJ9320'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9320'1.0 SOUTH OF BLUE EARTH, 0.50 MI (0.8 KM) SOUTH ALONG TRUNK HIGHWAY
 DJ9320'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16 IN BLUE
 DJ9320'EARTH, AT TRUNK HIGHWAY 169 MILEPOST 9.10, 56.2 FT (17.1 M) EAST
 DJ9320'SOUTHEAST OF TRUNK HIGHWAY 169, 55.6 FT (16.9 M) NORTH OF ENTRANCE,
 DJ9320'1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9321 ***********************************************************************
 DJ9321  DESIGNATION -  2207 C
 DJ9321  PID         -  DJ9321
 DJ9321  STATE/COUNTY-  MN/FARIBAULT
 DJ9321  COUNTRY     -  US
 DJ9321  USGS QUAD   -  ELMORE (1967)
 DJ9321
 DJ9321                         *CURRENT SURVEY CONTROL
 DJ9321  ______________________________________________________________________
 DJ9321* NAD 83(1986) POSITION- 43 37 24.2    (N) 094 05 19.3    (W)   HD_HELD2  
 DJ9321* NAVD 88 ORTHO HEIGHT -   333.600  (meters)    1094.49  (feet) ADJUSTED  
 DJ9321  ______________________________________________________________________
 DJ9321  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DJ9321  DYNAMIC HEIGHT  -        333.533 (meters)     1094.27  (feet) COMP
 DJ9321  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 DJ9321
 DJ9321  VERT ORDER      -  SECOND    CLASS I
 DJ9321
 DJ9321.The horizontal coordinates were established by autonomous hand held GPS
 DJ9321.observations and have an estimated accuracy of +/- 10 meters.
 DJ9321.
 DJ9321.The orthometric height was determined by differential leveling and
 DJ9321.adjusted in June 2008.
 DJ9321
 DJ9321.The dynamic height is computed by dividing the NAVD 88
 DJ9321.geopotential number by the normal gravity value computed on the
 DJ9321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9321.degrees latitude (g = 980.6199 gals.).
 DJ9321
 DJ9321.The modeled gravity was interpolated from observed gravity values.
 DJ9321
 DJ9321;                    North         East    Units  Estimated Accuracy
 DJ9321;SPC MN S     -   169,271.      792,841.      MT  (+/- 10 meters HH2 GPS)
 DJ9321
 DJ9321                          SUPERSEDED SURVEY CONTROL
 DJ9321
 DJ9321.No superseded survey control is available for this station.
 DJ9321
 DJ9321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1216430620(NAD 83)
 DJ9321
 DJ9321_MARKER: DD = SURVEY DISK
 DJ9321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9321_STAMPING: 2207 C 2005
 DJ9321_MARK LOGO: MNDT  
 DJ9321_PROJECTION: FLUSH
 DJ9321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9321+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9321_ROD/PIPE-DEPTH:  7.0 meters
 DJ9321
 DJ9321  HISTORY     - Date     Condition        Report By
 DJ9321  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9321
 DJ9321                          STATION DESCRIPTION
 DJ9321
 DJ9321'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9321'1.35 SOUTH OF BLUE EARTH, 1.10 MI (1.8 KM) SOUTH ALONG TRUNK HIGHWAY
 DJ9321'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16 IN BLUE
 DJ9321'EARTH, AT TRUNK HIGHWAY 169 MILEPOST 8.55, 98.6 FT (30.1 M) EAST WEST
 DJ9321'SOUTHWEST OF TRUNK HIGHWAY 169, 58.8 FT (17.9 M) NORTH OF E 21 SAINT
 DJ9321'STREET, 0.9 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9322 ***********************************************************************
 DJ9322  DESIGNATION -  2207 D
 DJ9322  PID         -  DJ9322
 DJ9322  STATE/COUNTY-  MN/FARIBAULT
 DJ9322  COUNTRY     -  US
 DJ9322  USGS QUAD   -  ELMORE (1967)
 DJ9322
 DJ9322                         *CURRENT SURVEY CONTROL
 DJ9322  ______________________________________________________________________
 DJ9322* NAD 83(1986) POSITION- 43 36 37.6    (N) 094 05 14.0    (W)   HD_HELD2  
 DJ9322* NAVD 88 ORTHO HEIGHT -   328.345  (meters)    1077.25  (feet) ADJUSTED  
 DJ9322  ______________________________________________________________________
 DJ9322  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DJ9322  DYNAMIC HEIGHT  -        328.279 (meters)     1077.03  (feet) COMP
 DJ9322  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 DJ9322
 DJ9322  VERT ORDER      -  SECOND    CLASS I
 DJ9322
 DJ9322.The horizontal coordinates were established by autonomous hand held GPS
 DJ9322.observations and have an estimated accuracy of +/- 10 meters.
 DJ9322.
 DJ9322.The orthometric height was determined by differential leveling and
 DJ9322.adjusted in June 2008.
 DJ9322
 DJ9322.The dynamic height is computed by dividing the NAVD 88
 DJ9322.geopotential number by the normal gravity value computed on the
 DJ9322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9322.degrees latitude (g = 980.6199 gals.).
 DJ9322
 DJ9322.The modeled gravity was interpolated from observed gravity values.
 DJ9322
 DJ9322;                    North         East    Units  Estimated Accuracy
 DJ9322;SPC MN S     -   167,833.      792,958.      MT  (+/- 10 meters HH2 GPS)
 DJ9322
 DJ9322                          SUPERSEDED SURVEY CONTROL
 DJ9322
 DJ9322.No superseded survey control is available for this station.
 DJ9322
 DJ9322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1226429181(NAD 83)
 DJ9322
 DJ9322_MARKER: DV = VERTICAL CONTROL DISK
 DJ9322_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ9322_SP_SET: BRIDGE ABUTMENT
 DJ9322_STAMPING: 2207 D 2005
 DJ9322_MARK LOGO: MNDT  
 DJ9322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9322+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9322
 DJ9322  HISTORY     - Date     Condition        Report By
 DJ9322  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9322
 DJ9322                          STATION DESCRIPTION
 DJ9322
 DJ9322'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9322'2.35 SOUTH OF BLUE EARTH, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DJ9322'HIGHWAY 169 BRIDGE NUMBER 22002, 2.35 MI (3.8 KM) SOUTH ALONG TRUNK
 DJ9322'HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16
 DJ9322'IN BLUE EARTH, AT TRUNK HIGHWAY 169 MILEPOST 7.65, 23 FT (7.0 M)
 DJ9322'EAST-SOUTHEAST OF TRUNK HIGHWAY 169.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9323 ***********************************************************************
 DJ9323  DESIGNATION -  2207 E
 DJ9323  PID         -  DJ9323
 DJ9323  STATE/COUNTY-  MN/FARIBAULT
 DJ9323  COUNTRY     -  US
 DJ9323  USGS QUAD   -  ELMORE (1967)
 DJ9323
 DJ9323                         *CURRENT SURVEY CONTROL
 DJ9323  ______________________________________________________________________
 DJ9323* NAD 83(1986) POSITION- 43 35 12.1    (N) 094 05 12.6    (W)   HD_HELD2  
 DJ9323* NAVD 88 ORTHO HEIGHT -   338.349  (meters)    1110.07  (feet) ADJUSTED  
 DJ9323  ______________________________________________________________________
 DJ9323  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DJ9323  DYNAMIC HEIGHT  -        338.280 (meters)     1109.84  (feet) COMP
 DJ9323  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 DJ9323
 DJ9323  VERT ORDER      -  SECOND    CLASS I
 DJ9323
 DJ9323.The horizontal coordinates were established by autonomous hand held GPS
 DJ9323.observations and have an estimated accuracy of +/- 10 meters.
 DJ9323.
 DJ9323.The orthometric height was determined by differential leveling and
 DJ9323.adjusted in June 2008.
 DJ9323
 DJ9323.No vertical observational check was made to the station.
 DJ9323
 DJ9323.The dynamic height is computed by dividing the NAVD 88
 DJ9323.geopotential number by the normal gravity value computed on the
 DJ9323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9323.degrees latitude (g = 980.6199 gals.).
 DJ9323
 DJ9323.The modeled gravity was interpolated from observed gravity values.
 DJ9323
 DJ9323;                    North         East    Units  Estimated Accuracy
 DJ9323;SPC MN S     -   165,194.      792,987.      MT  (+/- 10 meters HH2 GPS)
 DJ9323
 DJ9323                          SUPERSEDED SURVEY CONTROL
 DJ9323
 DJ9323.No superseded survey control is available for this station.
 DJ9323
 DJ9323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1226126543(NAD 83)
 DJ9323
 DJ9323_MARKER: DD = SURVEY DISK
 DJ9323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9323_STAMPING: 2207 E 2005
 DJ9323_MARK LOGO: MNDT  
 DJ9323_PROJECTION: FLUSH
 DJ9323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9323+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9323_ROD/PIPE-DEPTH:  9.1 meters
 DJ9323
 DJ9323  HISTORY     - Date     Condition        Report By
 DJ9323  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9323
 DJ9323                          STATION DESCRIPTION
 DJ9323
 DJ9323'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9323'4.0 SOUTH OF BLUE EARTH, 3.95 MI (6.4 KM) SOUTH ALONG TRUNK HIGHWAY
 DJ9323'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 16 IN BLUE
 DJ9323'EARTH, AT TRUNK HIGHWAY 169 MILE POINT 6.00, 52.5 FT (16.0 M) EAST OF
 DJ9323'TRUNK HIGHWAY 169, 75.8 FT (23.1 M) SOUTH OF 70TH STREET, 21.4 FT (6.5
 DJ9323'M) SOUTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9324 ***********************************************************************
 DJ9324  DESIGNATION -  2207 F
 DJ9324  PID         -  DJ9324
 DJ9324  STATE/COUNTY-  MN/FARIBAULT
 DJ9324  COUNTRY     -  US
 DJ9324  USGS QUAD   -  ELMORE (1967)
 DJ9324
 DJ9324                         *CURRENT SURVEY CONTROL
 DJ9324  ______________________________________________________________________
 DJ9324* NAD 83(1986) POSITION- 43 34 20.3    (N) 094 05 10.3    (W)   HD_HELD2  
 DJ9324* NAVD 88 ORTHO HEIGHT -   335.868  (meters)    1101.93  (feet) ADJUSTED  
 DJ9324  ______________________________________________________________________
 DJ9324  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 DJ9324  DYNAMIC HEIGHT  -        335.800 (meters)     1101.70  (feet) COMP
 DJ9324  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 DJ9324
 DJ9324  VERT ORDER      -  SECOND    CLASS I
 DJ9324
 DJ9324.The horizontal coordinates were established by autonomous hand held GPS
 DJ9324.observations and have an estimated accuracy of +/- 10 meters.
 DJ9324.
 DJ9324.The orthometric height was determined by differential leveling and
 DJ9324.adjusted in June 2008.
 DJ9324
 DJ9324.No vertical observational check was made to the station.
 DJ9324
 DJ9324.The dynamic height is computed by dividing the NAVD 88
 DJ9324.geopotential number by the normal gravity value computed on the
 DJ9324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9324.degrees latitude (g = 980.6199 gals.).
 DJ9324
 DJ9324.The modeled gravity was interpolated from observed gravity values.
 DJ9324
 DJ9324;                    North         East    Units  Estimated Accuracy
 DJ9324;SPC MN S     -   163,595.      793,037.      MT  (+/- 10 meters HH2 GPS)
 DJ9324
 DJ9324                          SUPERSEDED SURVEY CONTROL
 DJ9324
 DJ9324.No superseded survey control is available for this station.
 DJ9324
 DJ9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1229124944(NAD 83)
 DJ9324
 DJ9324_MARKER: DD = SURVEY DISK
 DJ9324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9324_STAMPING: 2207 F 2005
 DJ9324_MARK LOGO: MNDT  
 DJ9324_PROJECTION: FLUSH
 DJ9324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9324+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9324_ROD/PIPE-DEPTH: 10.7 meters
 DJ9324
 DJ9324  HISTORY     - Date     Condition        Report By
 DJ9324  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9324
 DJ9324                          STATION DESCRIPTION
 DJ9324
 DJ9324'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9324'4.5 NORTH OF ELMORE, 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 169
 DJ9324'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DJ9324'TRUNK HIGHWAY 169 MILEPOST 5.00, 64.1 FT (19.5 M) EAST OF TRUNK
 DJ9324'HIGHWAY 169, 36.2 FT (11.0 M) NORTH OF 60 THE STREET, 9.1 FT (2.8 M)
 DJ9324'WEST OF FILED ENTRANCE, 16.5 FT (5.0 M) EAST-SOUTHEAST OF A POWER
 DJ9324'POLE, 1.7 FT (0.5 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9325 ***********************************************************************
 DJ9325  DESIGNATION -  2207 G
 DJ9325  PID         -  DJ9325
 DJ9325  STATE/COUNTY-  MN/FARIBAULT
 DJ9325  COUNTRY     -  US
 DJ9325  USGS QUAD   -  ELMORE (1967)
 DJ9325
 DJ9325                         *CURRENT SURVEY CONTROL
 DJ9325  ______________________________________________________________________
 DJ9325* NAD 83(1986) POSITION- 43 33 27.8    (N) 094 05 08.1    (W)   HD_HELD2  
 DJ9325* NAVD 88 ORTHO HEIGHT -   339.787  (meters)    1114.78  (feet) ADJUSTED  
 DJ9325  ______________________________________________________________________
 DJ9325  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 DJ9325  DYNAMIC HEIGHT  -        339.717 (meters)     1114.55  (feet) COMP
 DJ9325  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 DJ9325
 DJ9325  VERT ORDER      -  SECOND    CLASS I
 DJ9325
 DJ9325.The horizontal coordinates were established by autonomous hand held GPS
 DJ9325.observations and have an estimated accuracy of +/- 10 meters.
 DJ9325.
 DJ9325.The orthometric height was determined by differential leveling and
 DJ9325.adjusted in June 2008.
 DJ9325
 DJ9325.No vertical observational check was made to the station.
 DJ9325
 DJ9325.The dynamic height is computed by dividing the NAVD 88
 DJ9325.geopotential number by the normal gravity value computed on the
 DJ9325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9325.degrees latitude (g = 980.6199 gals.).
 DJ9325
 DJ9325.The modeled gravity was interpolated from observed gravity values.
 DJ9325
 DJ9325;                    North         East    Units  Estimated Accuracy
 DJ9325;SPC MN S     -   161,975.      793,085.      MT  (+/- 10 meters HH2 GPS)
 DJ9325
 DJ9325                          SUPERSEDED SURVEY CONTROL
 DJ9325
 DJ9325.No superseded survey control is available for this station.
 DJ9325
 DJ9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1232023324(NAD 83)
 DJ9325
 DJ9325_MARKER: DD = SURVEY DISK
 DJ9325_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9325_STAMPING: 2207 G 2005
 DJ9325_MARK LOGO: MNDT  
 DJ9325_PROJECTION: FLUSH
 DJ9325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9325+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9325_ROD/PIPE-DEPTH:  9.1 meters
 DJ9325
 DJ9325  HISTORY     - Date     Condition        Report By
 DJ9325  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9325
 DJ9325                          STATION DESCRIPTION
 DJ9325
 DJ9325'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9325'3.5 NORTH OF ELMORE, 3.5 MI (5.6 KM) NORTH ALONG TRUNK HIGHWAY 169
 DJ9325'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DJ9325'TRUNK HIGHWAY 169 MILEPOST 4.00, 43.7 FT (13.3 M) EAST OF TRUNK
 DJ9325'HIGHWAY 169, 17.8 FT (5.4 M) SOUTH OF A FIELD ENTRANCE, 0.8 FT (0.2 M)
 DJ9325'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9329 ***********************************************************************
 DJ9329  DESIGNATION -  2207 H
 DJ9329  PID         -  DJ9329
 DJ9329  STATE/COUNTY-  MN/FARIBAULT
 DJ9329  COUNTRY     -  US
 DJ9329  USGS QUAD   -  ELMORE (1967)
 DJ9329
 DJ9329                         *CURRENT SURVEY CONTROL
 DJ9329  ______________________________________________________________________
 DJ9329* NAD 83(1986) POSITION- 43 32 36.1    (N) 094 05 06.4    (W)   HD_HELD2  
 DJ9329* NAVD 88 ORTHO HEIGHT -   338.389  (meters)    1110.20  (feet) ADJUSTED  
 DJ9329  ______________________________________________________________________
 DJ9329  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DJ9329  DYNAMIC HEIGHT  -        338.319 (meters)     1109.97  (feet) COMP
 DJ9329  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 DJ9329
 DJ9329  VERT ORDER      -  SECOND    CLASS I
 DJ9329
 DJ9329.The horizontal coordinates were established by autonomous hand held GPS
 DJ9329.observations and have an estimated accuracy of +/- 10 meters.
 DJ9329.
 DJ9329.The orthometric height was determined by differential leveling and
 DJ9329.adjusted in June 2008.
 DJ9329
 DJ9329.No vertical observational check was made to the station.
 DJ9329
 DJ9329.Photographs are available for this station.
 DJ9329
 DJ9329.The dynamic height is computed by dividing the NAVD 88
 DJ9329.geopotential number by the normal gravity value computed on the
 DJ9329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9329.degrees latitude (g = 980.6199 gals.).
 DJ9329
 DJ9329.The modeled gravity was interpolated from observed gravity values.
 DJ9329
 DJ9329;                    North         East    Units  Estimated Accuracy
 DJ9329;SPC MN S     -   160,379.      793,121.      MT  (+/- 10 meters HH2 GPS)
 DJ9329
 DJ9329                          SUPERSEDED SURVEY CONTROL
 DJ9329
 DJ9329.No superseded survey control is available for this station.
 DJ9329
 DJ9329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1233721728(NAD 83)
 DJ9329
 DJ9329_MARKER: DD = SURVEY DISK
 DJ9329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9329_STAMPING: 2207 H 2005
 DJ9329_MARK LOGO: MNDT  
 DJ9329_PROJECTION: FLUSH
 DJ9329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9329+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9329_ROD/PIPE-DEPTH: 10.7 meters
 DJ9329
 DJ9329  HISTORY     - Date     Condition        Report By
 DJ9329  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9329
 DJ9329                          STATION DESCRIPTION
 DJ9329
 DJ9329'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9329'2.5 NORTH OF ELMORE, 2.5 MI (4.0 KM) NORTH ALONG TRUNK HIGHWAY 169
 DJ9329'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DJ9329'TRUNK HIGHWAY MILE POINT 2.95, 86.0 FT (26.2 M) WEST OF TRUNK HIGHWAY
 DJ9329'169, 30.3 FT (9.2 M) NORTH OF 40TH STREET, 15.1 FT (4.6 M) EAST OF A
 DJ9329'FIELD ENTRANCE, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9326 ***********************************************************************
 DJ9326  DESIGNATION -  2207 J
 DJ9326  PID         -  DJ9326
 DJ9326  STATE/COUNTY-  MN/FARIBAULT
 DJ9326  COUNTRY     -  US
 DJ9326  USGS QUAD   -  ELMORE (1967)
 DJ9326
 DJ9326                         *CURRENT SURVEY CONTROL
 DJ9326  ______________________________________________________________________
 DJ9326* NAD 83(1986) POSITION- 43 31 44.5    (N) 094 05 13.6    (W)   HD_HELD2  
 DJ9326* NAVD 88 ORTHO HEIGHT -   339.405  (meters)    1113.53  (feet) ADJUSTED  
 DJ9326  ______________________________________________________________________
 DJ9326  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 DJ9326  DYNAMIC HEIGHT  -        339.335 (meters)     1113.30  (feet) COMP
 DJ9326  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 DJ9326
 DJ9326  VERT ORDER      -  SECOND    CLASS I
 DJ9326
 DJ9326.The horizontal coordinates were established by autonomous hand held GPS
 DJ9326.observations and have an estimated accuracy of +/- 10 meters.
 DJ9326.
 DJ9326.The orthometric height was determined by differential leveling and
 DJ9326.adjusted in June 2008.
 DJ9326
 DJ9326.No vertical observational check was made to the station.
 DJ9326
 DJ9326.Photographs are available for this station.
 DJ9326
 DJ9326.The dynamic height is computed by dividing the NAVD 88
 DJ9326.geopotential number by the normal gravity value computed on the
 DJ9326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9326.degrees latitude (g = 980.6199 gals.).
 DJ9326
 DJ9326.The modeled gravity was interpolated from observed gravity values.
 DJ9326
 DJ9326;                    North         East    Units  Estimated Accuracy
 DJ9326;SPC MN S     -   158,787.      792,958.      MT  (+/- 10 meters HH2 GPS)
 DJ9326
 DJ9326                          SUPERSEDED SURVEY CONTROL
 DJ9326
 DJ9326.No superseded survey control is available for this station.
 DJ9326
 DJ9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1215520139(NAD 83)
 DJ9326
 DJ9326_MARKER: DD = SURVEY DISK
 DJ9326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9326_STAMPING: 2207 J 2005
 DJ9326_MARK LOGO: MNDT  
 DJ9326_PROJECTION: FLUSH
 DJ9326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9326+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9326_ROD/PIPE-DEPTH:  9.1 meters
 DJ9326
 DJ9326  HISTORY     - Date     Condition        Report By
 DJ9326  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9326
 DJ9326                          STATION DESCRIPTION
 DJ9326
 DJ9326'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9326'1.5 NORTH OF ELMORE, 1.5 MI (2.4 KM) NORTH ALONG TRUNK HIGHWAY 169
 DJ9326'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DJ9326'TRUNK HIGHWAY 169 MILEPOST 2.0, 148.7 FT (45.3 M) WEST OF TRUNK
 DJ9326'HIGHWAY 169, 36.5 FT (11.1 M) NORTH OF 30TH STREET COUNTY ROAD 2),
 DJ9326'12.3 FT (3.7 M) EAST OF A FIELD ENTRANCE, 0.9 FT (0.3 M) WEST OF A
 DJ9326'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9327 ***********************************************************************
 DJ9327  DESIGNATION -  2207 K
 DJ9327  PID         -  DJ9327
 DJ9327  STATE/COUNTY-  MN/FARIBAULT
 DJ9327  COUNTRY     -  US
 DJ9327  USGS QUAD   -  ELMORE (1967)
 DJ9327
 DJ9327                         *CURRENT SURVEY CONTROL
 DJ9327  ______________________________________________________________________
 DJ9327* NAD 83(1986) POSITION- 43 30 50.2    (N) 094 05 17.9    (W)   HD_HELD2  
 DJ9327* NAVD 88 ORTHO HEIGHT -   343.099  (meters)    1125.65  (feet) ADJUSTED  
 DJ9327  ______________________________________________________________________
 DJ9327  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DJ9327  DYNAMIC HEIGHT  -        343.028 (meters)     1125.42  (feet) COMP
 DJ9327  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 DJ9327
 DJ9327  VERT ORDER      -  SECOND    CLASS I
 DJ9327
 DJ9327.The horizontal coordinates were established by autonomous hand held GPS
 DJ9327.observations and have an estimated accuracy of +/- 10 meters.
 DJ9327.
 DJ9327.The orthometric height was determined by differential leveling and
 DJ9327.adjusted in June 2008.
 DJ9327
 DJ9327.No vertical observational check was made to the station.
 DJ9327
 DJ9327.Photographs are available for this station.
 DJ9327
 DJ9327.The dynamic height is computed by dividing the NAVD 88
 DJ9327.geopotential number by the normal gravity value computed on the
 DJ9327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9327.degrees latitude (g = 980.6199 gals.).
 DJ9327
 DJ9327.The modeled gravity was interpolated from observed gravity values.
 DJ9327
 DJ9327;                    North         East    Units  Estimated Accuracy
 DJ9327;SPC MN S     -   157,111.      792,859.      MT  (+/- 10 meters HH2 GPS)
 DJ9327
 DJ9327                          SUPERSEDED SURVEY CONTROL
 DJ9327
 DJ9327.No superseded survey control is available for this station.
 DJ9327
 DJ9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1203618465(NAD 83)
 DJ9327
 DJ9327_MARKER: DD = SURVEY DISK
 DJ9327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9327_STAMPING: 22705 K 2005
 DJ9327_MARK LOGO: MNDT  
 DJ9327_PROJECTION: FLUSH
 DJ9327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9327+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ9327_ROD/PIPE-DEPTH:  7.6 meters
 DJ9327
 DJ9327  HISTORY     - Date     Condition        Report By
 DJ9327  HISTORY     - 2005     MONUMENTED       MNDT
 DJ9327
 DJ9327                          STATION DESCRIPTION
 DJ9327
 DJ9327'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ9327'0.50 NORTH OF ELMORE, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 169
 DJ9327'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 9 IN ELMORE, AT
 DJ9327'TRUNK HIGHWAY 169 MILEPOST 0.90, 58.0 FT (17.7 M) WEST OF TRUNK
 DJ9327'HIGHWAY 169, 32.7 FT (10.0 M) NORTH OF DRIVEWAY TO TOWER ROAD NUMBER
 DJ9327'2191.  5 FT (1.5 M) WEST OF ROAD NUMBER 2191 SIGN.  0.9 FT (0.3 M)
 DJ9327'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1229 ***********************************************************************
 OP1229  DESIGNATION -  2208 A
 OP1229  PID         -  OP1229
 OP1229  STATE/COUNTY-  MN/FARIBAULT
 OP1229  COUNTRY     -  US
 OP1229  USGS QUAD   -  BLUE EARTH (1979)
 OP1229
 OP1229                         *CURRENT SURVEY CONTROL
 OP1229  ______________________________________________________________________
 OP1229* NAD 83(1986) POSITION- 43 38 45.     (N) 094 06 10.     (W)   SCALED    
 OP1229* NAVD 88 ORTHO HEIGHT -   328.978  (meters)    1079.32  (feet) ADJUSTED  
 OP1229  ______________________________________________________________________
 OP1229  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 OP1229  DYNAMIC HEIGHT  -        328.912 (meters)     1079.11  (feet) COMP
 OP1229  MODELED GRAVITY -    980,408.0   (mgal)                       NAVD 88
 OP1229
 OP1229  VERT ORDER      -  SECOND    CLASS I
 OP1229
 OP1229.The horizontal coordinates were scaled from a topographic map and have
 OP1229.an estimated accuracy of +/- 6 seconds.
 OP1229.
 OP1229.The orthometric height was determined by differential leveling and
 OP1229.adjusted in June 1991.
 OP1229
 OP1229.The dynamic height is computed by dividing the NAVD 88
 OP1229.geopotential number by the normal gravity value computed on the
 OP1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1229.degrees latitude (g = 980.6199 gals.).
 OP1229
 OP1229.The modeled gravity was interpolated from observed gravity values.
 OP1229
 OP1229;                    North         East    Units  Estimated Accuracy
 OP1229;SPC MN S     -   171,770.      791,710.      MT  (+/- 180 meters Scaled)
 OP1229
 OP1229                          SUPERSEDED SURVEY CONTROL
 OP1229
 OP1229.No superseded survey control is available for this station.
 OP1229
 OP1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ110331(NAD 83)
 OP1229
 OP1229_MARKER: DB = BENCH MARK DISK
 OP1229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1229_SP_SET: WALKWAY ON BRIDGE
 OP1229_STAMPING: 2208 A 1949
 OP1229_MARK LOGO: MNDT  
 OP1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1229
 OP1229  HISTORY     - Date     Condition        Report By
 OP1229  HISTORY     - 1949     MONUMENTED       MNDT
 OP1229  HISTORY     - 1980     GOOD             MNDT
 OP1229
 OP1229                          STATION DESCRIPTION
 OP1229
 OP1229'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1229'IN BLUE EARTH.
 OP1229'THE MARK IS LOCATED IN BLUE EARTH IN THE WALKWAY IN THE SOUTHEAST
 OP1229'CORNER OF BRIDGE NUMBER 5795 CARRYING COUNTY ROAD 6 OVER COUNTY ROAD
 OP1229'16 IN THE SW 1/4 OF SECTION 8, T102N, R27W.  THE MARK IS 30 FEET EAST
 OP1229'OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF COUNTY ROAD 6 AND 3.3
 OP1229'FEET SOUTH OF THE BRIDGE PLATE STAYING BRIDGE NUMBER 5995-1949.  THE
 OP1229'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2208 A 1949---, IS
 OP1229'CEMENTED IN A DRILL HOLE IN THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1407 ***********************************************************************
 OP1407  DESIGNATION -  2208 AA
 OP1407  PID         -  OP1407
 OP1407  STATE/COUNTY-  MN/FARIBAULT
 OP1407  COUNTRY     -  US
 OP1407  USGS QUAD   -  WINNEBAGO (1977)
 OP1407
 OP1407                         *CURRENT SURVEY CONTROL
 OP1407  ______________________________________________________________________
 OP1407* NAD 83(1986) POSITION- 43 49 59.     (N) 094 09 46.     (W)   SCALED    
 OP1407* NAVD 88 ORTHO HEIGHT -   320.441  (meters)    1051.31  (feet) ADJUSTED  
 OP1407  ______________________________________________________________________
 OP1407  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 OP1407  DYNAMIC HEIGHT  -        320.381 (meters)     1051.12  (feet) COMP
 OP1407  MODELED GRAVITY -    980,422.5   (mgal)                       NAVD 88
 OP1407
 OP1407  VERT ORDER      -  SECOND    CLASS I
 OP1407
 OP1407.The horizontal coordinates were scaled from a topographic map and have
 OP1407.an estimated accuracy of +/- 6 seconds.
 OP1407.
 OP1407.The orthometric height was determined by differential leveling and
 OP1407.adjusted in June 1995.
 OP1407
 OP1407.The dynamic height is computed by dividing the NAVD 88
 OP1407.geopotential number by the normal gravity value computed on the
 OP1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1407.degrees latitude (g = 980.6199 gals.).
 OP1407
 OP1407.The modeled gravity was interpolated from observed gravity values.
 OP1407
 OP1407;                    North         East    Units  Estimated Accuracy
 OP1407;SPC MN S     -   192,580.      786,910.      MT  (+/- 180 meters Scaled)
 OP1407
 OP1407                          SUPERSEDED SURVEY CONTROL
 OP1407
 OP1407.No superseded survey control is available for this station.
 OP1407
 OP1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ065539(NAD 83)
 OP1407
 OP1407_MARKER: DV = VERTICAL CONTROL DISK
 OP1407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1407_SP_SET: ALUMINUM ALLOY ROD
 OP1407_STAMPING: 2208 AA 1985
 OP1407_MARK LOGO: MNDT  
 OP1407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1407
 OP1407  HISTORY     - Date     Condition        Report By
 OP1407  HISTORY     - 1985     MONUMENTED       MNDT
 OP1407
 OP1407                          STATION DESCRIPTION
 OP1407
 OP1407'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1407'THE MARK IS LOCATED ABOUT 3.75 MILES (6.03 KM) SOUTH OF THE TOWN OF
 OP1407'AMBOY, IN THE NW 1/4 OF SECTION 11, T104N, R28W, IN THE SOUTHEAST
 OP1407'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 14
 OP1407'TO THE WEST AND A GRAVEL ROAD TO THE EAST, 3.85 MILES (6.20 KM) SOUTH
 OP1407'ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 IN
 OP1407'AMBOY.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 OP1407'DISK STAMPED---2208 AA 1985---, IS SET ON THE TOP OF A DRIVEN
 OP1407'3/4-INCH DIAMETER BY 24-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1
 OP1407'FOOT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2.5 FEET
 OP1407'(0.8 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 121 FEET
 OP1407'(36.9 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT
 OP1407'24.65, 32 FEET (9.8 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 69.5
 OP1407'FEET (21.2 M) EAST OF A STEEL FENCE CORNER, 92.8 FEET (28.3 M)
 OP1407'SOUTHEAST OF A POWER POLE, 1.3 FEET (0.4 M) NORTH OF AN EAST-WEST
 OP1407'FENCELINE, AND 1.1 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  A
 OP1407'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1408 ***********************************************************************
 OP1408  DESIGNATION -  2208 AB
 OP1408  PID         -  OP1408
 OP1408  STATE/COUNTY-  MN/FARIBAULT
 OP1408  COUNTRY     -  US
 OP1408  USGS QUAD   -  WINNEBAGO (1977)
 OP1408
 OP1408                         *CURRENT SURVEY CONTROL
 OP1408  ______________________________________________________________________
 OP1408* NAD 83(1986) POSITION- 43 50 35.     (N) 094 09 49.     (W)   SCALED    
 OP1408* NAVD 88 ORTHO HEIGHT -   318.519  (meters)    1045.01  (feet) ADJUSTED  
 OP1408  ______________________________________________________________________
 OP1408  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 OP1408  DYNAMIC HEIGHT  -        318.459 (meters)     1044.81  (feet) COMP
 OP1408  MODELED GRAVITY -    980,423.9   (mgal)                       NAVD 88
 OP1408
 OP1408  VERT ORDER      -  SECOND    CLASS I
 OP1408
 OP1408.The horizontal coordinates were scaled from a topographic map and have
 OP1408.an estimated accuracy of +/- 6 seconds.
 OP1408.
 OP1408.The orthometric height was determined by differential leveling and
 OP1408.adjusted in June 1995.
 OP1408
 OP1408.The dynamic height is computed by dividing the NAVD 88
 OP1408.geopotential number by the normal gravity value computed on the
 OP1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1408.degrees latitude (g = 980.6199 gals.).
 OP1408
 OP1408.The modeled gravity was interpolated from observed gravity values.
 OP1408
 OP1408;                    North         East    Units  Estimated Accuracy
 OP1408;SPC MN S     -   193,690.      786,840.      MT  (+/- 180 meters Scaled)
 OP1408
 OP1408                          SUPERSEDED SURVEY CONTROL
 OP1408
 OP1408.No superseded survey control is available for this station.
 OP1408
 OP1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ064550(NAD 83)
 OP1408
 OP1408_MARKER: DV = VERTICAL CONTROL DISK
 OP1408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1408_SP_SET: ALUMINUM ALLOY ROD
 OP1408_STAMPING: 2208 AB 1985
 OP1408_MARK LOGO: MNDT  
 OP1408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1408
 OP1408  HISTORY     - Date     Condition        Report By
 OP1408  HISTORY     - 1985     MONUMENTED       MNDT
 OP1408
 OP1408                          STATION DESCRIPTION
 OP1408
 OP1408'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1408'THE MARK IS LOCATED ABOUT 3.25 MILES (5.23 KM) SOUTH OF THE TOWN OF
 OP1408'AMBOY, IN THE NW 1/4 OF SECTION 2, T104N, R28W, AT THE INTERSECTION
 OP1408'OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD LEADING WEST TO A FARM, 3.15
 OP1408'MILES (5.07 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH
 OP1408'TRUNK HIGHWAY 30 EAST IN AMBOY.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1408'VERTICAL CONTROL MONUMENT DISK STAMPED---2208 AB 1985---, IS SET ON
 OP1408'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD.
 OP1408'THE MARK IS AT TRUNK HIGHWAY 169 MILEPOINT 59.85 AND IS 1.0 FOOT
 OP1408'(0.3 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 OP1408'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1230 ***********************************************************************
 OP1230  DESIGNATION -  2208 B
 OP1230  PID         -  OP1230
 OP1230  STATE/COUNTY-  MN/FARIBAULT
 OP1230  COUNTRY     -  US
 OP1230  USGS QUAD   -  BLUE EARTH (1979)
 OP1230
 OP1230                         *CURRENT SURVEY CONTROL
 OP1230  ______________________________________________________________________
 OP1230* NAD 83(1986) POSITION- 43 38 57.     (N) 094 06 11.     (W)   SCALED    
 OP1230* NAVD 88 ORTHO HEIGHT -   323.105  (meters)    1060.05  (feet) ADJUSTED  
 OP1230  ______________________________________________________________________
 OP1230  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 OP1230  DYNAMIC HEIGHT  -        323.040 (meters)     1059.84  (feet) COMP
 OP1230  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 OP1230
 OP1230  VERT ORDER      -  SECOND    CLASS I
 OP1230
 OP1230.The horizontal coordinates were scaled from a topographic map and have
 OP1230.an estimated accuracy of +/- 6 seconds.
 OP1230.
 OP1230.The orthometric height was determined by differential leveling and
 OP1230.adjusted in June 1991.
 OP1230
 OP1230.The dynamic height is computed by dividing the NAVD 88
 OP1230.geopotential number by the normal gravity value computed on the
 OP1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1230.degrees latitude (g = 980.6199 gals.).
 OP1230
 OP1230.The modeled gravity was interpolated from observed gravity values.
 OP1230
 OP1230;                    North         East    Units  Estimated Accuracy
 OP1230;SPC MN S     -   172,140.      791,690.      MT  (+/- 180 meters Scaled)
 OP1230
 OP1230                          SUPERSEDED SURVEY CONTROL
 OP1230
 OP1230.No superseded survey control is available for this station.
 OP1230
 OP1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ110334(NAD 83)
 OP1230
 OP1230_MARKER: DB = BENCH MARK DISK
 OP1230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1230_SP_SET: WALKWAY ON BRIDGE
 OP1230_STAMPING: 2208 B 1949
 OP1230_MARK LOGO: MNDT  
 OP1230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1230
 OP1230  HISTORY     - Date     Condition        Report By
 OP1230  HISTORY     - 1949     MONUMENTED       MNDT
 OP1230  HISTORY     - 1980     GOOD             MNDT
 OP1230
 OP1230                          STATION DESCRIPTION
 OP1230
 OP1230'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1230'IN BLUE EARTH.
 OP1230'THE MARK IS LOCATED IN BLUE EARTH IN THE WALKWAY IN THE SOUTHEAST
 OP1230'CORNER OF BRIDGE NUMBER 4453 CARRYING COUNTY ROAD 6 OVER THE EAST
 OP1230'BRANCH BLUE EARTH RIVER IN THE SW 1/4 OF SECTION 8, T102N, R27W.  THE
 OP1230'MARK IS 30.5 FEET EAST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF
 OP1230'COUNTY ROAD 6 AND 2.8 FEET SOUTH OF THE BRIDGE PLATE STATING BRIDGE
 OP1230'NUMBER 4453-1949.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1230'STAMPED---2208 B 1949---, IS CEMENTED IN THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1406 ***********************************************************************
 OP1406  DESIGNATION -  2208 D
 OP1406  PID         -  OP1406
 OP1406  STATE/COUNTY-  MN/FARIBAULT
 OP1406  COUNTRY     -  US
 OP1406  USGS QUAD   -  WINNEBAGO (1977)
 OP1406
 OP1406                         *CURRENT SURVEY CONTROL
 OP1406  ______________________________________________________________________
 OP1406* NAD 83(1986) POSITION- 43 49 22.     (N) 094 09 51.     (W)   SCALED    
 OP1406* NAVD 88 ORTHO HEIGHT -   321.111  (meters)    1053.51  (feet) ADJUSTED  
 OP1406  ______________________________________________________________________
 OP1406  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 OP1406  DYNAMIC HEIGHT  -        321.050 (meters)     1053.31  (feet) COMP
 OP1406  MODELED GRAVITY -    980,421.1   (mgal)                       NAVD 88
 OP1406
 OP1406  VERT ORDER      -  SECOND    CLASS I
 OP1406
 OP1406.The horizontal coordinates were scaled from a topographic map and have
 OP1406.an estimated accuracy of +/- 6 seconds.
 OP1406.
 OP1406.The orthometric height was determined by differential leveling and
 OP1406.adjusted in June 1995.
 OP1406
 OP1406.The dynamic height is computed by dividing the NAVD 88
 OP1406.geopotential number by the normal gravity value computed on the
 OP1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1406.degrees latitude (g = 980.6199 gals.).
 OP1406
 OP1406.The modeled gravity was interpolated from observed gravity values.
 OP1406
 OP1406;                    North         East    Units  Estimated Accuracy
 OP1406;SPC MN S     -   191,440.      786,790.      MT  (+/- 180 meters Scaled)
 OP1406
 OP1406                          SUPERSEDED SURVEY CONTROL
 OP1406
 OP1406  NGVD 29 (04/14/03)  322.98   (m)         1059.6    (f) RESET       3  
 OP1406
 OP1406.Superseded values are not recommended for survey control.
 OP1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1406.See file dsdata.txt to determine how the superseded data were derived.
 OP1406
 OP1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ063528(NAD 83)
 OP1406
 OP1406_MARKER: DV = VERTICAL CONTROL DISK
 OP1406_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1406_SP_SET: HEADWALL OF CONCRETE BOX CULVE
 OP1406_STAMPING: 2208 D 1980
 OP1406_MARK LOGO: MNDT  
 OP1406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1406+STABILITY: SURFACE MOTION
 OP1406
 OP1406  HISTORY     - Date     Condition        Report By
 OP1406  HISTORY     - 1980     MONUMENTED       MNDT
 OP1406  HISTORY     - 19860908 GOOD             MNDT
 OP1406
 OP1406                          STATION DESCRIPTION
 OP1406
 OP1406'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1406'THE MARK IS LOCATED ABOUT 3.25 MILES (5.23 KM) NORTH OF THE TOWN OF
 OP1406'WINNEBAGO, IN THE SW 1/4 OF SECTION 11, T104N, R28W, 4.35 MILES
 OP1406'(7.00 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK
 OP1406'HIGHWAY 109 IN WINNEBAGO, IN THE SOUTHEAST CORNER OF A 5-FOOT BY
 OP1406'7-FOOT CONCRETE BOX CULVERT.  THE MARK, A STANDARD MNDT VERTICAL
 OP1406'CONTROL MONUMENT DISK STAMPED---2208 D 1980---, IS SET FLUSH IN A
 OP1406'DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL OF THE BOX CULVERT
 OP1406'AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK
 OP1406'IS 23.5 FEET (7.2 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 OP1406'MILEPOINT 23.95, 100 FEET (30.5 M) SOUTH OF THE CENTER OF A FARM
 OP1406'ENTRANCE, AND 136 FEET (41.5 M) SOUTH OF THE CENTER OF A FIELD
 OP1406'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1232 ***********************************************************************
 OP1232  DESIGNATION -  2208 E
 OP1232  PID         -  OP1232
 OP1232  STATE/COUNTY-  MN/FARIBAULT
 OP1232  COUNTRY     -  US
 OP1232  USGS QUAD   -  BLUE EARTH (1979)
 OP1232
 OP1232                         *CURRENT SURVEY CONTROL
 OP1232  ______________________________________________________________________
 OP1232* NAD 83(1986) POSITION- 43 40 48.     (N) 094 06 36.     (W)   SCALED    
 OP1232* NAVD 88 ORTHO HEIGHT -   331.397  (meters)    1087.26  (feet) ADJUSTED  
 OP1232  ______________________________________________________________________
 OP1232  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1232  DYNAMIC HEIGHT  -        331.329 (meters)     1087.04  (feet) COMP
 OP1232  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 OP1232
 OP1232  VERT ORDER      -  SECOND    CLASS I
 OP1232
 OP1232.The horizontal coordinates were scaled from a topographic map and have
 OP1232.an estimated accuracy of +/- 6 seconds.
 OP1232.
 OP1232.The orthometric height was determined by differential leveling and
 OP1232.adjusted in June 1991.
 OP1232
 OP1232.The dynamic height is computed by dividing the NAVD 88
 OP1232.geopotential number by the normal gravity value computed on the
 OP1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1232.degrees latitude (g = 980.6199 gals.).
 OP1232
 OP1232.The modeled gravity was interpolated from observed gravity values.
 OP1232
 OP1232;                    North         East    Units  Estimated Accuracy
 OP1232;SPC MN S     -   175,560.      791,130.      MT  (+/- 180 meters Scaled)
 OP1232
 OP1232                          SUPERSEDED SURVEY CONTROL
 OP1232
 OP1232.No superseded survey control is available for this station.
 OP1232
 OP1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ105369(NAD 83)
 OP1232
 OP1232_MARKER: DB = BENCH MARK DISK
 OP1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1232_SP_SET: CONCRETE POST
 OP1232_STAMPING: 2208 E 1973
 OP1232_MARK LOGO: MNDT  
 OP1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1232+STABILITY: SURFACE MOTION
 OP1232
 OP1232  HISTORY     - Date     Condition        Report By
 OP1232  HISTORY     - 1973     MONUMENTED       MNDT
 OP1232  HISTORY     - 1980     GOOD             MNDT
 OP1232
 OP1232                          STATION DESCRIPTION
 OP1232
 OP1232'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1232'2.9 MI NORTH FROM BLUE EARTH.
 OP1232'THE MARK IS LOCATED ABOUT 1.55 MILES NORTH ALONG TRUNK HIGHWAY 169
 OP1232'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH
 OP1232'AND IS NEAR HIGHWAY 169 MILE POINT 13.05 IN THE SE 1/4 OF SECTION 31,
 OP1232'T103N, R27W.  THE MARK IS 94.7 FEET NORTH OF A STEEL R/W SIGN POST,
 OP1232'92.6 FEET NORTHWEST OF A R/W MARKER STAMPED 817+75.2, 53 FEET
 OP1232'NORTHWEST OF THE CENTER OF A FIELD ENTRANCE, 50 FEET SOUTHWEST OF AND
 OP1232'ABOUT LEVEL THE CENTERLINE OF HIGHWAY 169, 35.5 FEET WEST-NORTHWEST
 OP1232'OF THE NORTHWEST CORNER OF A BOX CULVERT UNDER THE HIGHWAY, 6.8 FEET
 OP1232'SOUTHWEST OF A POWER POLE AND 0.6 FOOT NORTHEAST OF A STEEL WITNESS
 OP1232'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2208 E
 OP1232'1973---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH
 OP1232'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1228 ***********************************************************************
 OP1228  DESIGNATION -  2208 F
 OP1228  PID         -  OP1228
 OP1228  STATE/COUNTY-  MN/FARIBAULT
 OP1228  COUNTRY     -  US
 OP1228  USGS QUAD   -  BLUE EARTH (1979)
 OP1228
 OP1228                         *CURRENT SURVEY CONTROL
 OP1228  ______________________________________________________________________
 OP1228* NAD 83(1986) POSITION- 43 38 45.     (N) 094 05 33.     (W)   SCALED    
 OP1228* NAVD 88 ORTHO HEIGHT -   323.353  (meters)    1060.87  (feet) ADJUSTED  
 OP1228  ______________________________________________________________________
 OP1228  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1228  DYNAMIC HEIGHT  -        323.288 (meters)     1060.65  (feet) COMP
 OP1228  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 OP1228
 OP1228  VERT ORDER      -  SECOND    CLASS I
 OP1228
 OP1228.The horizontal coordinates were scaled from a topographic map and have
 OP1228.an estimated accuracy of +/- 6 seconds.
 OP1228.
 OP1228.The orthometric height was determined by differential leveling and
 OP1228.adjusted in June 1991.
 OP1228
 OP1228.The dynamic height is computed by dividing the NAVD 88
 OP1228.geopotential number by the normal gravity value computed on the
 OP1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1228.degrees latitude (g = 980.6199 gals.).
 OP1228
 OP1228.The modeled gravity was interpolated from observed gravity values.
 OP1228
 OP1228;                    North         East    Units  Estimated Accuracy
 OP1228;SPC MN S     -   171,770.      792,540.      MT  (+/- 180 meters Scaled)
 OP1228
 OP1228                          SUPERSEDED SURVEY CONTROL
 OP1228
 OP1228.No superseded survey control is available for this station.
 OP1228
 OP1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ118331(NAD 83)
 OP1228
 OP1228_MARKER: DB = BENCH MARK DISK
 OP1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1228_SP_SET: CONCRETE POST
 OP1228_STAMPING: 2208 F 1980
 OP1228_MARK LOGO: MNDT  
 OP1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1228+STABILITY: SURFACE MOTION
 OP1228
 OP1228  HISTORY     - Date     Condition        Report By
 OP1228  HISTORY     - 1980     MONUMENTED       MNDT
 OP1228
 OP1228                          STATION DESCRIPTION
 OP1228
 OP1228'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1228'1 MI SOUTH FROM BLUE EARTH.
 OP1228'THE MARK IS LOCATED ABOUT 1 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1228'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1228'IS NEAR HIGHWAY 90 MILE POINT 10.25 IN THE SE 1/4 OF SECTION 8,
 OP1228'T102N, R27W.  THE MARK IS 139.4 FEET WEST OF AND 4 FEET LOWER THAN
 OP1228'THE SOUTHBOUND CENTERLINE OF HIGHWAY 169, 120 FEET SOUTHWEST OF THE
 OP1228'SOUTH END OF THE CONCRETE GUARDRAIL ON THE WEST SIDE OF THE HIGHWAY
 OP1228'169 BRIDGE OVER THE EAST BRANCH BLUE EARTH RIVER, 10 FEET NORTHEAST
 OP1228'OF THE CENTER OF THE TRAIL ON THE TOP OF THE DIKE AND 0.6 FEET
 OP1228'SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 OP1228'MARK DISK STAMPED---2208 F 1980---, IS SET IN THE TOP OF A MAGNETIC
 OP1228'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1227 ***********************************************************************
 OP1227  DESIGNATION -  2208 G
 OP1227  PID         -  OP1227
 OP1227  STATE/COUNTY-  MN/FARIBAULT
 OP1227  COUNTRY     -  US
 OP1227  USGS QUAD   -  BLUE EARTH (1979)
 OP1227
 OP1227                         *CURRENT SURVEY CONTROL
 OP1227  ______________________________________________________________________
 OP1227* NAD 83(1986) POSITION- 43 38 46.     (N) 094 05 30.     (W)   SCALED    
 OP1227* NAVD 88 ORTHO HEIGHT -   324.954  (meters)    1066.12  (feet) ADJUSTED  
 OP1227  ______________________________________________________________________
 OP1227  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1227  DYNAMIC HEIGHT  -        324.888 (meters)     1065.90  (feet) COMP
 OP1227  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 OP1227
 OP1227  VERT ORDER      -  SECOND    CLASS I
 OP1227
 OP1227.The horizontal coordinates were scaled from a topographic map and have
 OP1227.an estimated accuracy of +/- 6 seconds.
 OP1227.
 OP1227.The orthometric height was determined by differential leveling and
 OP1227.adjusted in June 1991.
 OP1227
 OP1227.Photographs are available for this station.
 OP1227
 OP1227.The dynamic height is computed by dividing the NAVD 88
 OP1227.geopotential number by the normal gravity value computed on the
 OP1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1227.degrees latitude (g = 980.6199 gals.).
 OP1227
 OP1227.The modeled gravity was interpolated from observed gravity values.
 OP1227
 OP1227;                    North         East    Units  Estimated Accuracy
 OP1227;SPC MN S     -   171,800.      792,600.      MT  (+/- 180 meters Scaled)
 OP1227
 OP1227                          SUPERSEDED SURVEY CONTROL
 OP1227
 OP1227.No superseded survey control is available for this station.
 OP1227
 OP1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ119331(NAD 83)
 OP1227
 OP1227_MARKER: DV = VERTICAL CONTROL DISK
 OP1227_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1227_SP_SET: BRIDGE ABUTMENT
 OP1227_STAMPING: 2208 G 1980
 OP1227_MARK LOGO: MNDT  
 OP1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1227+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 OP1227
 OP1227  HISTORY     - Date     Condition        Report By
 OP1227  HISTORY     - 1980     MONUMENTED       MNDT
 OP1227  HISTORY     - 20051011 GOOD             MNDT
 OP1227
 OP1227                          STATION DESCRIPTION
 OP1227
 OP1227'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1227'1 MI SOUTH FROM BLUE EARTH.
 OP1227'THE MARK IS LOCATED ABOUT 1 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1227'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1227'IS NEAR HIGHWAY 169 MILE POINT 10.3 IN THE SE 1/4 OF SECTION 8,
 OP1227'T102N, R27W.  THE MARK IS 25.5 FEET EAST OF AND ABOUT LEVEL WITH THE
 OP1227'NORTHBOUND CENTERLINE OF HIGHWAY 169 IN THE ABUTMENT IN THE SOUTHEAST
 OP1227'CORNER OF BRIDGE NUMBER 22001 CARRYING HIGHWAY 169 OVER THE EAST
 OP1227'BRANCH BLUE EARTH RIVER.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 OP1227'MARK DISK STAMPED---2208 G 1980---, IS CEMENTED IN A DRILL HOLE IN
 OP1227'THE BRIDGE ABUTMENT.
 OP1227
 OP1227                          STATION RECOVERY (2005)
 OP1227
 OP1227'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP1227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1226 ***********************************************************************
 OP1226  DESIGNATION -  2208 H
 OP1226  PID         -  OP1226
 OP1226  STATE/COUNTY-  MN/FARIBAULT
 OP1226  COUNTRY     -  US
 OP1226  USGS QUAD   -  BLUE EARTH (1979)
 OP1226
 OP1226                         *CURRENT SURVEY CONTROL
 OP1226  ______________________________________________________________________
 OP1226* NAD 83(1986) POSITION- 43 39 09.     (N) 094 05 42.     (W)   SCALED    
 OP1226* NAVD 88 ORTHO HEIGHT -   329.248  (meters)    1080.21  (feet) ADJUSTED  
 OP1226  ______________________________________________________________________
 OP1226  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1226  DYNAMIC HEIGHT  -        329.181 (meters)     1079.99  (feet) COMP
 OP1226  MODELED GRAVITY -    980,407.4   (mgal)                       NAVD 88
 OP1226
 OP1226  VERT ORDER      -  SECOND    CLASS I
 OP1226
 OP1226.The horizontal coordinates were scaled from a topographic map and have
 OP1226.an estimated accuracy of +/- 6 seconds.
 OP1226.
 OP1226.The orthometric height was determined by differential leveling and
 OP1226.adjusted in June 1991.
 OP1226
 OP1226.The dynamic height is computed by dividing the NAVD 88
 OP1226.geopotential number by the normal gravity value computed on the
 OP1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1226.degrees latitude (g = 980.6199 gals.).
 OP1226
 OP1226.The modeled gravity was interpolated from observed gravity values.
 OP1226
 OP1226;                    North         East    Units  Estimated Accuracy
 OP1226;SPC MN S     -   172,510.      792,340.      MT  (+/- 180 meters Scaled)
 OP1226
 OP1226                          SUPERSEDED SURVEY CONTROL
 OP1226
 OP1226.No superseded survey control is available for this station.
 OP1226
 OP1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ116338(NAD 83)
 OP1226
 OP1226_MARKER: DB = BENCH MARK DISK
 OP1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1226_SP_SET: CONCRETE POST
 OP1226_STAMPING: 2208 H 1980
 OP1226_MARK LOGO: MNDT  
 OP1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1226+STABILITY: SURFACE MOTION
 OP1226
 OP1226  HISTORY     - Date     Condition        Report By
 OP1226  HISTORY     - 1980     MONUMENTED       MNDT
 OP1226
 OP1226                          STATION DESCRIPTION
 OP1226
 OP1226'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1226'1 MI NORTH FROM BLUE EARTH.
 OP1226'THE MARK IS LOCATED ABOUT 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1226'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1226'IS NEAR HIGHWAY 169 MILE POINT 10.9 IN THE NE 1/4 OF SECTION 8,
 OP1226'T102N, R27W.  THE MARK IS 126.5 FEET EAST-NORTHEAST OF AND 4 FEET
 OP1226'LOWER THAN THE NORTHBOUND CENTERLINE OF HIGHWAY 169, 71 FEET NORTH OF
 OP1226'A POWER POLE, 32.8 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT, 30 FEET
 OP1226'NORTH OF THE CENTER OF THE TOWNSHIP ROAD, 4 FEET NORTH-NORTHWEST OF A
 OP1226'RIGHT-OF-WAY FENCE CORNER AND 0.8 FEET WEST OF A STEEL WITNESS POST.
 OP1226'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2208 H 1980---,
 OP1226'IS SET IN THE TOP OF A MAGNET CONCRETE POST THAT IS BURIED 3 INCHES
 OP1226'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1231 ***********************************************************************
 OP1231  DESIGNATION -  2208 J
 OP1231  PID         -  OP1231
 OP1231  STATE/COUNTY-  MN/FARIBAULT
 OP1231  COUNTRY     -  US
 OP1231  USGS QUAD   -  BLUE EARTH (1979)
 OP1231
 OP1231                         *CURRENT SURVEY CONTROL
 OP1231  ______________________________________________________________________
 OP1231* NAD 83(1986) POSITION- 43 40 22.     (N) 094 06 08.     (W)   SCALED    
 OP1231* NAVD 88 ORTHO HEIGHT -   321.986  (meters)    1056.38  (feet) ADJUSTED  
 OP1231  ______________________________________________________________________
 OP1231  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1231  DYNAMIC HEIGHT  -        321.920 (meters)     1056.17  (feet) COMP
 OP1231  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OP1231
 OP1231  VERT ORDER      -  SECOND    CLASS I
 OP1231
 OP1231.The horizontal coordinates were scaled from a topographic map and have
 OP1231.an estimated accuracy of +/- 6 seconds.
 OP1231.
 OP1231.The orthometric height was determined by differential leveling and
 OP1231.adjusted in June 1991.
 OP1231
 OP1231.The dynamic height is computed by dividing the NAVD 88
 OP1231.geopotential number by the normal gravity value computed on the
 OP1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1231.degrees latitude (g = 980.6199 gals.).
 OP1231
 OP1231.The modeled gravity was interpolated from observed gravity values.
 OP1231
 OP1231;                    North         East    Units  Estimated Accuracy
 OP1231;SPC MN S     -   174,760.      791,760.      MT  (+/- 180 meters Scaled)
 OP1231
 OP1231                          SUPERSEDED SURVEY CONTROL
 OP1231
 OP1231.No superseded survey control is available for this station.
 OP1231
 OP1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ111361(NAD 83)
 OP1231
 OP1231_MARKER: DB = BENCH MARK DISK
 OP1231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1231_SP_SET: HEADWALL OF BOX CULVERT
 OP1231_STAMPING: 2208 J 1980
 OP1231_MARK LOGO: MNDT  
 OP1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1231+STABILITY: SURFACE MOTION
 OP1231
 OP1231  HISTORY     - Date     Condition        Report By
 OP1231  HISTORY     - 1980     MONUMENTED       MNDT
 OP1231
 OP1231                          STATION DESCRIPTION
 OP1231
 OP1231'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1231'2.3 MI NORTH FROM BLUE EARTH.
 OP1231'THE MARK IS LOCATED ABOUT 0.9 MILE NORTH ALONG TRUNK HIGHWAY 169 FROM
 OP1231'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1231'IS NEAR HIGHWAY 169 MILE POINT 12.4 IN THE NW 1/4 OF SECTION 5,
 OP1231'T102N, R27W.  THE MARK IS 29 FEET NORTHEAST OF AND 2 FEET LOWER THAN
 OP1231'THE CENTER OF THE NORTHBOUND HIGHWAY 169 PAVEMENT AND IN THE
 OP1231'SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 16 FOOT WIDE BY 12 FOOT
 OP1231'DEEP BOX CULVERT UNDER HIGHWAY 169.  THE MARK, A STANDARD MNHD
 OP1231'VERTICAL CONTROL MARK DISK STAMPED---2208 J 1980---, IS CEMENTED IN A
 OP1231'DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1233 ***********************************************************************
 OP1233  DESIGNATION -  2208 K
 OP1233  PID         -  OP1233
 OP1233  STATE/COUNTY-  MN/FARIBAULT
 OP1233  COUNTRY     -  US
 OP1233  USGS QUAD   -  BLUE EARTH (1979)
 OP1233
 OP1233                         *CURRENT SURVEY CONTROL
 OP1233  ______________________________________________________________________
 OP1233* NAD 83(1986) POSITION- 43 41 06.     (N) 094 06 26.     (W)   SCALED    
 OP1233* NAVD 88 ORTHO HEIGHT -   321.793  (meters)    1055.75  (feet) ADJUSTED  
 OP1233  ______________________________________________________________________
 OP1233  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1233  DYNAMIC HEIGHT  -        321.727 (meters)     1055.53  (feet) COMP
 OP1233  MODELED GRAVITY -    980,403.3   (mgal)                       NAVD 88
 OP1233
 OP1233  VERT ORDER      -  SECOND    CLASS I
 OP1233
 OP1233.The horizontal coordinates were scaled from a topographic map and have
 OP1233.an estimated accuracy of +/- 6 seconds.
 OP1233.
 OP1233.The orthometric height was determined by differential leveling and
 OP1233.adjusted in June 1991.
 OP1233
 OP1233.The dynamic height is computed by dividing the NAVD 88
 OP1233.geopotential number by the normal gravity value computed on the
 OP1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1233.degrees latitude (g = 980.6199 gals.).
 OP1233
 OP1233.The modeled gravity was interpolated from observed gravity values.
 OP1233
 OP1233;                    North         East    Units  Estimated Accuracy
 OP1233;SPC MN S     -   176,120.      791,360.      MT  (+/- 180 meters Scaled)
 OP1233
 OP1233                          SUPERSEDED SURVEY CONTROL
 OP1233
 OP1233.No superseded survey control is available for this station.
 OP1233
 OP1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ107374(NAD 83)
 OP1233
 OP1233_MARKER: DB = BENCH MARK DISK
 OP1233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1233_SP_SET: HEADWALL OF CATTLE PASS
 OP1233_STAMPING: 2208 K 1980
 OP1233_MARK LOGO: MNDT  
 OP1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1233+STABILITY: SURFACE MOTION
 OP1233
 OP1233  HISTORY     - Date     Condition        Report By
 OP1233  HISTORY     - 1980     MONUMENTED       MNDT
 OP1233
 OP1233                          STATION DESCRIPTION
 OP1233
 OP1233'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1233'3.3 MI NNW FROM BLUE EARTH.
 OP1233'THE MARK IS LOCATED ABOUT 2 MILES NORTH ALONG TRUNK HIGHWAY 169 FROM
 OP1233'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1233'IS NEAR HIGHWAY 169 MILE POINT 13.5 IN THE NE 1/4 OF SECTION 31,
 OP1233'T103N, R27W.  THE MARK IS 45 FEET SOUTHWEST OF AND ABOUT 15 FEET
 OP1233'LOWER THAN THE CENTERLINE OF HIGHWAY 169 AND IS IN THE NORTHWEST END
 OP1233'OF THE SOUTHWEST HEADWALL OF A 4 FOOT WIDE BY 6 FOOT HIGH CATTLE
 OP1233'UNDER THE HIGHWAY.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OP1233'DISK STAMPED---2208 K 1980---, IS CEMENTED IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1234 ***********************************************************************
 OP1234  DESIGNATION -  2208 L
 OP1234  PID         -  OP1234
 OP1234  STATE/COUNTY-  MN/FARIBAULT
 OP1234  COUNTRY     -  US
 OP1234  USGS QUAD   -  BLUE EARTH (1979)
 OP1234
 OP1234                         *CURRENT SURVEY CONTROL
 OP1234  ______________________________________________________________________
 OP1234* NAD 83(1986) POSITION- 43 41 27.     (N) 094 06 52.     (W)   SCALED    
 OP1234* NAVD 88 ORTHO HEIGHT -   326.889  (meters)    1072.47  (feet) ADJUSTED  
 OP1234  ______________________________________________________________________
 OP1234  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 OP1234  DYNAMIC HEIGHT  -        326.822 (meters)     1072.25  (feet) COMP
 OP1234  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 OP1234
 OP1234  VERT ORDER      -  SECOND    CLASS I
 OP1234
 OP1234.The horizontal coordinates were scaled from a topographic map and have
 OP1234.an estimated accuracy of +/- 6 seconds.
 OP1234.
 OP1234.The orthometric height was determined by differential leveling and
 OP1234.adjusted in June 1991.
 OP1234
 OP1234.The dynamic height is computed by dividing the NAVD 88
 OP1234.geopotential number by the normal gravity value computed on the
 OP1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1234.degrees latitude (g = 980.6199 gals.).
 OP1234
 OP1234.The modeled gravity was interpolated from observed gravity values.
 OP1234
 OP1234;                    North         East    Units  Estimated Accuracy
 OP1234;SPC MN S     -   176,770.      790,770.      MT  (+/- 180 meters Scaled)
 OP1234
 OP1234                          SUPERSEDED SURVEY CONTROL
 OP1234
 OP1234.No superseded survey control is available for this station.
 OP1234
 OP1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ101381(NAD 83)
 OP1234
 OP1234_MARKER: DB = BENCH MARK DISK
 OP1234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1234_SP_SET: HEADWALL OF BOX CULVERT
 OP1234_STAMPING: 2208 L 1980
 OP1234_MARK LOGO: MNDT  
 OP1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1234+STABILITY: SURFACE MOTION
 OP1234
 OP1234  HISTORY     - Date     Condition        Report By
 OP1234  HISTORY     - 1980     MONUMENTED       MNDT
 OP1234
 OP1234                          STATION DESCRIPTION
 OP1234
 OP1234'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1234'3.7 MI NNW FROM BLUE EARTH.
 OP1234'THE MARK IS LOCATED ABOUT 2.4 MILES NORTH ALONG TRUNK HIGHWAY 169
 OP1234'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH
 OP1234'AND IS NEAR HIGHWAY 169 MILE POST 14 IN THE SW 1/4 OF SECTION 30,
 OP1234'T103N, R27W.  THE MARK IS 53 FEET SOUTHEAST OF MILE POST 14, 27.8
 OP1234'FEET NORTHEAST OF AND 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 169
 OP1234'AND IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 6 FOOT WIDE
 OP1234'BY 10 FOOT HIGH BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A STANDARD
 OP1234'MNHD VERTICAL CONTROL MARK DISK STAMPED---2208 L 1980---, IS CEMENTED
 OP1234'IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1235 ***********************************************************************
 OP1235  DESIGNATION -  2208 M
 OP1235  PID         -  OP1235
 OP1235  STATE/COUNTY-  MN/FARIBAULT
 OP1235  COUNTRY     -  US
 OP1235  USGS QUAD   -  BLUE EARTH (1979)
 OP1235
 OP1235                         *CURRENT SURVEY CONTROL
 OP1235  ______________________________________________________________________
 OP1235* NAD 83(1986) POSITION- 43 41 57.     (N) 094 07 28.     (W)   SCALED    
 OP1235* NAVD 88 ORTHO HEIGHT -   325.036  (meters)    1066.39  (feet) ADJUSTED  
 OP1235  ______________________________________________________________________
 OP1235  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 OP1235  DYNAMIC HEIGHT  -        324.969 (meters)     1066.17  (feet) COMP
 OP1235  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 OP1235
 OP1235  VERT ORDER      -  SECOND    CLASS I
 OP1235
 OP1235.The horizontal coordinates were scaled from a topographic map and have
 OP1235.an estimated accuracy of +/- 6 seconds.
 OP1235.
 OP1235.The orthometric height was determined by differential leveling and
 OP1235.adjusted in June 1991.
 OP1235
 OP1235.The dynamic height is computed by dividing the NAVD 88
 OP1235.geopotential number by the normal gravity value computed on the
 OP1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1235.degrees latitude (g = 980.6199 gals.).
 OP1235
 OP1235.The modeled gravity was interpolated from observed gravity values.
 OP1235
 OP1235;                    North         East    Units  Estimated Accuracy
 OP1235;SPC MN S     -   177,700.      789,970.      MT  (+/- 180 meters Scaled)
 OP1235
 OP1235                          SUPERSEDED SURVEY CONTROL
 OP1235
 OP1235.No superseded survey control is available for this station.
 OP1235
 OP1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ093390(NAD 83)
 OP1235
 OP1235_MARKER: DB = BENCH MARK DISK
 OP1235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1235_SP_SET: HEADWALL OF BOX CULVERT
 OP1235_STAMPING: 2208 M 1980
 OP1235_MARK LOGO: MNDT  
 OP1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1235+STABILITY: SURFACE MOTION
 OP1235
 OP1235  HISTORY     - Date     Condition        Report By
 OP1235  HISTORY     - 1980     MONUMENTED       MNDT
 OP1235
 OP1235                          STATION DESCRIPTION
 OP1235
 OP1235'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1235'4.3 MI NNW FROM BLUE EARTH.
 OP1235'THE MARK IS LOCATED ABOUT 3 MILES NORTH ALONG TRUNK HIGHWAY 169 FROM
 OP1235'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 JUST NORTH OF BLUE EARTH AND
 OP1235'IS NEAR HIGHWAY 169 MILE POINT 14.6 IN THE NW 1/4 OF SECTION 30,
 OP1235'T103N, R27W.  THE MARK IS 25 FEET NORTHEAST OF AND 6 FEET LOWER THAN
 OP1235'THE CENTERLINE OF HIGHWAY 169 IN THE SOUTHEAST END OF THE NORTHEAST
 OP1235'HEADWALL OF A 12 FOOT BY 12 FOOT DOUBLE BOX CULVERT UNDER THE
 OP1235'HIGHWAY.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1235'STAMPED---2208 M 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1235'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1237 ***********************************************************************
 OP1237  DESIGNATION -  2208 N
 OP1237  PID         -  OP1237
 OP1237  STATE/COUNTY-  MN/FARIBAULT
 OP1237  COUNTRY     -  US
 OP1237  USGS QUAD   -  HUNTLEY (1967)
 OP1237
 OP1237                         *CURRENT SURVEY CONTROL
 OP1237  ______________________________________________________________________
 OP1237* NAD 83(1986) POSITION- 43 42 39.     (N) 094 08 08.     (W)   SCALED    
 OP1237* NAVD 88 ORTHO HEIGHT -   331.485  (meters)    1087.55  (feet) ADJUSTED  
 OP1237  ______________________________________________________________________
 OP1237  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 OP1237  DYNAMIC HEIGHT  -        331.418 (meters)     1087.33  (feet) COMP
 OP1237  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1237
 OP1237  VERT ORDER      -  SECOND    CLASS I
 OP1237
 OP1237.The horizontal coordinates were scaled from a topographic map and have
 OP1237.an estimated accuracy of +/- 6 seconds.
 OP1237.
 OP1237.The orthometric height was determined by differential leveling and
 OP1237.adjusted in June 1991.
 OP1237
 OP1237.The dynamic height is computed by dividing the NAVD 88
 OP1237.geopotential number by the normal gravity value computed on the
 OP1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1237.degrees latitude (g = 980.6199 gals.).
 OP1237
 OP1237.The modeled gravity was interpolated from observed gravity values.
 OP1237
 OP1237;                    North         East    Units  Estimated Accuracy
 OP1237;SPC MN S     -   178,990.      789,080.      MT  (+/- 180 meters Scaled)
 OP1237
 OP1237                          SUPERSEDED SURVEY CONTROL
 OP1237
 OP1237.No superseded survey control is available for this station.
 OP1237
 OP1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ085403(NAD 83)
 OP1237
 OP1237_MARKER: DB = BENCH MARK DISK
 OP1237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1237_SP_SET: COPPER-CLAD STEEL ROD
 OP1237_STAMPING: 2208 N 1980
 OP1237_MARK LOGO: MNDT  
 OP1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1237
 OP1237  HISTORY     - Date     Condition        Report By
 OP1237  HISTORY     - 1980     MONUMENTED       MNDT
 OP1237
 OP1237                          STATION DESCRIPTION
 OP1237
 OP1237'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1237'4.4 MI SSE FROM WINNEBAGO.
 OP1237'THE MARK IS LOCATED ABOUT 3.9 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1237'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR
 OP1237'HIGHWAY 169 MILE POINT 15.65 IN THE NE 1/4 OF SECTION 24, T103N,
 OP1237'R28W.  THE MARK IS 345 FEET NORTH OF A TOWNSHIP ROAD, 45.5 FEET WEST
 OP1237'OF AND 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 169, 30.8 FEET
 OP1237'SOUTH OF A R/W MONUMENT STAMPED 954+00, 28.8 FEET NORTH-NORTHEAST OF
 OP1237'A 10 INCH LINDEN TREE, 1.2 FEET SOUTH OF A POWER POLE AND 0.7 FEET
 OP1237'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OP1237'CONTROL MARK DISK STAMPED---2208 N 1980---, IS CRIMPED TO THE TOP OF
 OP1237'A DRIVEN 5/8 INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD STEEL ROD THAT
 OP1237'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1238 ***********************************************************************
 OP1238  DESIGNATION -  2208 P
 OP1238  PID         -  OP1238
 OP1238  STATE/COUNTY-  MN/FARIBAULT
 OP1238  COUNTRY     -  US
 OP1238  USGS QUAD   -  HUNTLEY (1967)
 OP1238
 OP1238                         *CURRENT SURVEY CONTROL
 OP1238  ______________________________________________________________________
 OP1238* NAD 83(1986) POSITION- 43 43 08.     (N) 094 08 11.     (W)   SCALED    
 OP1238* NAVD 88 ORTHO HEIGHT -   329.901  (meters)    1082.35  (feet) ADJUSTED  
 OP1238  ______________________________________________________________________
 OP1238  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 OP1238  DYNAMIC HEIGHT  -        329.834 (meters)     1082.13  (feet) COMP
 OP1238  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 OP1238
 OP1238  VERT ORDER      -  SECOND    CLASS I
 OP1238
 OP1238.The horizontal coordinates were scaled from a topographic map and have
 OP1238.an estimated accuracy of +/- 6 seconds.
 OP1238.
 OP1238.The orthometric height was determined by differential leveling and
 OP1238.adjusted in June 1991.
 OP1238
 OP1238.The dynamic height is computed by dividing the NAVD 88
 OP1238.geopotential number by the normal gravity value computed on the
 OP1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1238.degrees latitude (g = 980.6199 gals.).
 OP1238
 OP1238.The modeled gravity was interpolated from observed gravity values.
 OP1238
 OP1238;                    North         East    Units  Estimated Accuracy
 OP1238;SPC MN S     -   179,890.      789,010.      MT  (+/- 180 meters Scaled)
 OP1238
 OP1238                          SUPERSEDED SURVEY CONTROL
 OP1238
 OP1238.No superseded survey control is available for this station.
 OP1238
 OP1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ084412(NAD 83)
 OP1238
 OP1238_MARKER: DB = BENCH MARK DISK
 OP1238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1238_SP_SET: HEADWALL OF BOX CULVERT
 OP1238_STAMPING: 2208 P 1980
 OP1238_MARK LOGO: MNDT  
 OP1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1238+STABILITY: SURFACE MOTION
 OP1238
 OP1238  HISTORY     - Date     Condition        Report By
 OP1238  HISTORY     - 1980     MONUMENTED       MNDT
 OP1238
 OP1238                          STATION DESCRIPTION
 OP1238
 OP1238'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1238'3.8 MI SSE FROM WINNEBAGO.
 OP1238'THE MARK IS LOCATED ABOUT 3.3 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1238'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR
 OP1238'HIGHWAY 169 MILE POINT 16.3 IN THE SE 1/4 OF SECTION 13, T103N, R28W.
 OP1238'THE MARK IS 21.5 FEET NORTHEAST OF AND 1 FOOT LOWER THAN THE
 OP1238'CENTERLINE OF HIGHWAY 169 AND IS IN THE SOUTHEAST END OF THE
 OP1238'NORTHEAST HEADWALL OF A 6 FOOT BY 8 FOOT BOX CULVERT UNDER THE
 OP1238'HIGHWAY.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1238'STAMPED---2208 P 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1238'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1239 ***********************************************************************
 OP1239  DESIGNATION -  2208 Q
 OP1239  PID         -  OP1239
 OP1239  STATE/COUNTY-  MN/FARIBAULT
 OP1239  COUNTRY     -  US
 OP1239  USGS QUAD   -  HUNTLEY (1967)
 OP1239
 OP1239                         *CURRENT SURVEY CONTROL
 OP1239  ______________________________________________________________________
 OP1239* NAD 83(1986) POSITION- 43 43 38.     (N) 094 08 36.     (W)   SCALED    
 OP1239* NAVD 88 ORTHO HEIGHT -   328.506  (meters)    1077.77  (feet) ADJUSTED  
 OP1239  ______________________________________________________________________
 OP1239  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 OP1239  DYNAMIC HEIGHT  -        328.440 (meters)     1077.56  (feet) COMP
 OP1239  MODELED GRAVITY -    980,408.2   (mgal)                       NAVD 88
 OP1239
 OP1239  VERT ORDER      -  SECOND    CLASS I
 OP1239
 OP1239.The horizontal coordinates were scaled from a topographic map and have
 OP1239.an estimated accuracy of +/- 6 seconds.
 OP1239.
 OP1239.The orthometric height was determined by differential leveling and
 OP1239.adjusted in June 1991.
 OP1239
 OP1239.The dynamic height is computed by dividing the NAVD 88
 OP1239.geopotential number by the normal gravity value computed on the
 OP1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1239.degrees latitude (g = 980.6199 gals.).
 OP1239
 OP1239.The modeled gravity was interpolated from observed gravity values.
 OP1239
 OP1239;                    North         East    Units  Estimated Accuracy
 OP1239;SPC MN S     -   180,810.      788,450.      MT  (+/- 180 meters Scaled)
 OP1239
 OP1239                          SUPERSEDED SURVEY CONTROL
 OP1239
 OP1239.No superseded survey control is available for this station.
 OP1239
 OP1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ079422(NAD 83)
 OP1239
 OP1239_MARKER: DB = BENCH MARK DISK
 OP1239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1239_SP_SET: HEADWALL OF BOX CULVERT
 OP1239_STAMPING: 2208 Q 1980
 OP1239_MARK LOGO: MNDT  
 OP1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1239+STABILITY: SURFACE MOTION
 OP1239
 OP1239  HISTORY     - Date     Condition        Report By
 OP1239  HISTORY     - 1980     MONUMENTED       MNDT
 OP1239
 OP1239                          STATION DESCRIPTION
 OP1239
 OP1239'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1239'3.1 MI SSE FROM WINNEBAGO.
 OP1239'THE MARK IS LOCATED ABOUT 2.7 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1239'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR
 OP1239'HIGHWAY 169 MILE POINT 16.9 IN THE NW 1/4 OF SECTION 13, T103N, R28W.
 OP1239'THE MARK IS 29.6 FEET NORTHEAST OF AND 5 FEET LOWER THAN THE
 OP1239'CENTERLINE OF HIGHWAY 169 AND IS IN THE SOUTHEAST END OF THE
 OP1239'NORTHEAST HEADWALL OF A 6 FOOT BY 8 FOOT CATTLE PASS UNDER THE
 OP1239'HIGHWAY.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1239'STAMPED---2208 Q 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1239'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1241 ***********************************************************************
 OP1241  DESIGNATION -  2208 R
 OP1241  PID         -  OP1241
 OP1241  STATE/COUNTY-  MN/FARIBAULT
 OP1241  COUNTRY     -  US
 OP1241  USGS QUAD   -  HUNTLEY (1967)
 OP1241
 OP1241                         *CURRENT SURVEY CONTROL
 OP1241  ______________________________________________________________________
 OP1241* NAD 83(1986) POSITION- 43 44 09.     (N) 094 09 05.     (W)   SCALED    
 OP1241* NAVD 88 ORTHO HEIGHT -   329.936  (meters)    1082.46  (feet) ADJUSTED  
 OP1241  ______________________________________________________________________
 OP1241  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 OP1241  DYNAMIC HEIGHT  -        329.870 (meters)     1082.25  (feet) COMP
 OP1241  MODELED GRAVITY -    980,409.7   (mgal)                       NAVD 88
 OP1241
 OP1241  VERT ORDER      -  SECOND    CLASS I
 OP1241
 OP1241.The horizontal coordinates were scaled from a topographic map and have
 OP1241.an estimated accuracy of +/- 6 seconds.
 OP1241.
 OP1241.The orthometric height was determined by differential leveling and
 OP1241.adjusted in June 1991.
 OP1241
 OP1241.The dynamic height is computed by dividing the NAVD 88
 OP1241.geopotential number by the normal gravity value computed on the
 OP1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1241.degrees latitude (g = 980.6199 gals.).
 OP1241
 OP1241.The modeled gravity was interpolated from observed gravity values.
 OP1241
 OP1241;                    North         East    Units  Estimated Accuracy
 OP1241;SPC MN S     -   181,770.      787,800.      MT  (+/- 180 meters Scaled)
 OP1241
 OP1241                          SUPERSEDED SURVEY CONTROL
 OP1241
 OP1241.No superseded survey control is available for this station.
 OP1241
 OP1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ072431(NAD 83)
 OP1241
 OP1241_MARKER: DB = BENCH MARK DISK
 OP1241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1241_SP_SET: HEADWALL OF CATTLE PASS
 OP1241_STAMPING: 2208 R 1980
 OP1241_MARK LOGO: MNDT  
 OP1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1241+STABILITY: SURFACE MOTION
 OP1241
 OP1241  HISTORY     - Date     Condition        Report By
 OP1241  HISTORY     - 1980     MONUMENTED       MNDT
 OP1241
 OP1241                          STATION DESCRIPTION
 OP1241
 OP1241'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1241'2.4 MI SSE FROM WINNEBAGO.
 OP1241'THE MARK IS LOCATED ABOUT 2 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM
 OP1241'ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR HIGHWAY
 OP1241'169 MILE POINT 17.6 IN THE SE 1/4 OF SECTION 11, T103N, R28W.  THE
 OP1241'MARK IS 25 FEET NORTHEAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF
 OP1241'HIGHWAY 169 AND IN THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 6
 OP1241'FOOT BY 8 FOOT CATTLE PASS UNDER THE HIGHWAY.  THE MARK, A STANDARD
 OP1241'MNHD VERTICAL CONTROL MARK DISK STAMPED---2208 R 1980---, IS CEMENTED
 OP1241'IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1242 ***********************************************************************
 OP1242  DESIGNATION -  2208 S
 OP1242  PID         -  OP1242
 OP1242  STATE/COUNTY-  MN/FARIBAULT
 OP1242  COUNTRY     -  US
 OP1242  USGS QUAD   -  HUNTLEY (1967)
 OP1242
 OP1242                         *CURRENT SURVEY CONTROL
 OP1242  ______________________________________________________________________
 OP1242* NAD 83(1986) POSITION- 43 44 21.     (N) 094 09 33.     (W)   SCALED    
 OP1242* NAVD 88 ORTHO HEIGHT -   331.449  (meters)    1087.43  (feet) ADJUSTED  
 OP1242  ______________________________________________________________________
 OP1242  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 OP1242  DYNAMIC HEIGHT  -        331.383 (meters)     1087.21  (feet) COMP
 OP1242  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 OP1242
 OP1242  VERT ORDER      -  SECOND    CLASS I
 OP1242
 OP1242.The horizontal coordinates were scaled from a topographic map and have
 OP1242.an estimated accuracy of +/- 6 seconds.
 OP1242.
 OP1242.The orthometric height was determined by differential leveling and
 OP1242.adjusted in June 1991.
 OP1242
 OP1242.The dynamic height is computed by dividing the NAVD 88
 OP1242.geopotential number by the normal gravity value computed on the
 OP1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1242.degrees latitude (g = 980.6199 gals.).
 OP1242
 OP1242.The modeled gravity was interpolated from observed gravity values.
 OP1242
 OP1242;                    North         East    Units  Estimated Accuracy
 OP1242;SPC MN S     -   182,140.      787,180.      MT  (+/- 180 meters Scaled)
 OP1242
 OP1242                          SUPERSEDED SURVEY CONTROL
 OP1242
 OP1242.No superseded survey control is available for this station.
 OP1242
 OP1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ066435(NAD 83)
 OP1242
 OP1242_MARKER: DB = BENCH MARK DISK
 OP1242_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1242_SP_SET: HEADWALL OF BOX CULVERT
 OP1242_STAMPING: 2208 S 1980
 OP1242_MARK LOGO: MNDT  
 OP1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1242+STABILITY: SURFACE MOTION
 OP1242
 OP1242  HISTORY     - Date     Condition        Report By
 OP1242  HISTORY     - 1980     MONUMENTED       MNDT
 OP1242
 OP1242                          STATION DESCRIPTION
 OP1242
 OP1242'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1242'2 MI SSE FROM WINNEBAGO.
 OP1242'THE MARK IS LOCATED ABOUT 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1242'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR
 OP1242'HIGHWAY 169 MILE POINT 18.05 IN THE NW 1/4 OF SECTION 11, T103N,
 OP1242'R28W.  THE MARK IS 21.5 FEET NORTHEAST OF AND 3 FEET LOWER THAN THE
 OP1242'CENTERLINE OF HIGHWAY 169 AND IN THE SOUTHEAST END OF THE NORTHEAST
 OP1242'HEADWALL OF A 6 FOOT BY 8 FOOT BOX CULVERT UNDER THE HIGHWAY.  THE
 OP1242'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2208 S
 OP1242'1980---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1243 ***********************************************************************
 OP1243  DESIGNATION -  2208 S 1
 OP1243  PID         -  OP1243
 OP1243  STATE/COUNTY-  MN/FARIBAULT
 OP1243  COUNTRY     -  US
 OP1243  USGS QUAD   -  HUNTLEY (1967)
 OP1243
 OP1243                         *CURRENT SURVEY CONTROL
 OP1243  ______________________________________________________________________
 OP1243* NAD 83(1986) POSITION- 43 44 08.     (N) 094 09 40.     (W)   SCALED    
 OP1243* NAVD 88 ORTHO HEIGHT -   317.989  (meters)    1043.27  (feet) ADJUSTED  
 OP1243  ______________________________________________________________________
 OP1243  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 OP1243  DYNAMIC HEIGHT  -        317.926 (meters)     1043.06  (feet) COMP
 OP1243  MODELED GRAVITY -    980,410.6   (mgal)                       NAVD 88
 OP1243
 OP1243  VERT ORDER      -  SECOND    CLASS I
 OP1243
 OP1243.The horizontal coordinates were scaled from a topographic map and have
 OP1243.an estimated accuracy of +/- 6 seconds.
 OP1243.
 OP1243.The orthometric height was determined by differential leveling and
 OP1243.adjusted in June 1991.
 OP1243
 OP1243.The dynamic height is computed by dividing the NAVD 88
 OP1243.geopotential number by the normal gravity value computed on the
 OP1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1243.degrees latitude (g = 980.6199 gals.).
 OP1243
 OP1243.The modeled gravity was interpolated from observed gravity values.
 OP1243
 OP1243;                    North         East    Units  Estimated Accuracy
 OP1243;SPC MN S     -   181,740.      787,020.      MT  (+/- 180 meters Scaled)
 OP1243
 OP1243                          SUPERSEDED SURVEY CONTROL
 OP1243
 OP1243.No superseded survey control is available for this station.
 OP1243
 OP1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ064431(NAD 83)
 OP1243
 OP1243_MARKER: DB = BENCH MARK DISK
 OP1243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP1243_SP_SET: BRIDGE
 OP1243_STAMPING: 2208 S 1 1980
 OP1243_MARK LOGO: MNDT  
 OP1243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1243
 OP1243  HISTORY     - Date     Condition        Report By
 OP1243  HISTORY     - 1980     MONUMENTED       MNDT
 OP1243
 OP1243                          STATION DESCRIPTION
 OP1243
 OP1243'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1243'2.2 MI SOUTH FROM WINNEBAGO.
 OP1243'THE MARK IS LOCATED ABOUT 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1243'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO, THENCE 0.3
 OP1243'MILE SOUTHWEST ALONG COUNTY ROAD 5 TO THE BLUE EARTH RIVER IN THE SW
 OP1243'1/4 OF SECTION 11, T103N, R28W.  THE MARK IS 18 FEET EAST OF AND
 OP1243'ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD 5 IN THE SOUTHEAST CORNER
 OP1243'OF COUNTY BRIDGE NUMBER 22540.  THE MARK, A STANDARD MNHD VERTICAL
 OP1243'CONTROL MARK DISK STAMPED---2208 S 1 1980---, IS CEMENTED IN A DRILL
 OP1243'HOLE IN THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1247 ***********************************************************************
 OP1247  DESIGNATION -  2208 T
 OP1247  PID         -  OP1247
 OP1247  STATE/COUNTY-  MN/FARIBAULT
 OP1247  COUNTRY     -  US
 OP1247  USGS QUAD   -  HUNTLEY (1967)
 OP1247
 OP1247                         *CURRENT SURVEY CONTROL
 OP1247  ______________________________________________________________________
 OP1247* NAD 83(1986) POSITION- 43 44 59.     (N) 094 09 57.     (W)   SCALED    
 OP1247* NAVD 88 ORTHO HEIGHT -   326.929  (meters)    1072.60  (feet) ADJUSTED  
 OP1247  ______________________________________________________________________
 OP1247  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 OP1247  DYNAMIC HEIGHT  -        326.864 (meters)     1072.39  (feet) COMP
 OP1247  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 OP1247
 OP1247  VERT ORDER      -  SECOND    CLASS I
 OP1247
 OP1247.The horizontal coordinates were scaled from a topographic map and have
 OP1247.an estimated accuracy of +/- 6 seconds.
 OP1247.
 OP1247.The orthometric height was determined by differential leveling and
 OP1247.adjusted in June 1991.
 OP1247
 OP1247.The dynamic height is computed by dividing the NAVD 88
 OP1247.geopotential number by the normal gravity value computed on the
 OP1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1247.degrees latitude (g = 980.6199 gals.).
 OP1247
 OP1247.The modeled gravity was interpolated from observed gravity values.
 OP1247
 OP1247;                    North         East    Units  Estimated Accuracy
 OP1247;SPC MN S     -   183,320.      786,640.      MT  (+/- 180 meters Scaled)
 OP1247
 OP1247                          SUPERSEDED SURVEY CONTROL
 OP1247
 OP1247.No superseded survey control is available for this station.
 OP1247
 OP1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061447(NAD 83)
 OP1247
 OP1247_MARKER: DB = BENCH MARK DISK
 OP1247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1247_SP_SET: HEADWALL OF BOX CULVERT
 OP1247_STAMPING: 2208 T 1980
 OP1247_MARK LOGO: MNDT  
 OP1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1247+STABILITY: SURFACE MOTION
 OP1247
 OP1247  HISTORY     - Date     Condition        Report By
 OP1247  HISTORY     - 1980     MONUMENTED       MNDT
 OP1247
 OP1247                          STATION DESCRIPTION
 OP1247
 OP1247'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1247'1.2 MI SOUTH FROM WINNEBAGO.
 OP1247'THE MARK IS LOCATED ABOUT 0.75 MILE SOUTH ALONG TRUNK HIGHWAY 169
 OP1247'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR
 OP1247'HIGHWAY 169 MILE POINT 18.8 IN THE SW 1/4 OF SECTION 2, T103N, R28W.
 OP1247'THE MARK IS 205 FEET WEST OF HIGHWAY 169, 34 FEET NORTH OF AND 6 FEET
 OP1247'LOWER THAN THE CENTER OF COUNTY ROAD 10 AND IS IN THE EAST END OF THE
 OP1247'NORTH HEADWALL OF A 6 FOOT BY 8 FOOT BOX CULVERT UNDER COUNTY ROAD
 OP1247'10.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1247'STAMPED---2208 T 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1247'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1249 ***********************************************************************
 OP1249  DESIGNATION -  2208 U
 OP1249  PID         -  OP1249
 OP1249  STATE/COUNTY-  MN/FARIBAULT
 OP1249  COUNTRY     -  US
 OP1249  USGS QUAD   -  WINNEBAGO (1977)
 OP1249
 OP1249                         *CURRENT SURVEY CONTROL
 OP1249  ______________________________________________________________________
 OP1249* NAD 83(1986) POSITION- 43 45 51.     (N) 094 09 59.     (W)   SCALED    
 OP1249* NAVD 88 ORTHO HEIGHT -   337.707  (meters)    1107.96  (feet) ADJUSTED  
 OP1249  ______________________________________________________________________
 OP1249  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 OP1249  DYNAMIC HEIGHT  -        337.641 (meters)     1107.74  (feet) COMP
 OP1249  MODELED GRAVITY -    980,414.0   (mgal)                       NAVD 88
 OP1249
 OP1249  VERT ORDER      -  SECOND    CLASS I
 OP1249
 OP1249.The horizontal coordinates were scaled from a topographic map and have
 OP1249.an estimated accuracy of +/- 6 seconds.
 OP1249.
 OP1249.The orthometric height was determined by differential leveling and
 OP1249.adjusted in June 1991.
 OP1249
 OP1249.The dynamic height is computed by dividing the NAVD 88
 OP1249.geopotential number by the normal gravity value computed on the
 OP1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1249.degrees latitude (g = 980.6199 gals.).
 OP1249
 OP1249.The modeled gravity was interpolated from observed gravity values.
 OP1249
 OP1249;                    North         East    Units  Estimated Accuracy
 OP1249;SPC MN S     -   184,920.      786,600.      MT  (+/- 180 meters Scaled)
 OP1249
 OP1249                          SUPERSEDED SURVEY CONTROL
 OP1249
 OP1249.No superseded survey control is available for this station.
 OP1249
 OP1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061463(NAD 83)
 OP1249
 OP1249_MARKER: DV = VERTICAL CONTROL DISK
 OP1249_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OP1249_SP_SET: WATER TANK FOOTING
 OP1249_STAMPING: 2208 U 1980
 OP1249_MARK LOGO: MNDT  
 OP1249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1249+STABILITY: POSITION/ELEVATION WELL
 OP1249
 OP1249  HISTORY     - Date     Condition        Report By
 OP1249  HISTORY     - 1980     MONUMENTED       MNDT
 OP1249  HISTORY     - 19860908 GOOD             MNDT
 OP1249
 OP1249                          STATION DESCRIPTION
 OP1249
 OP1249'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1249'IN WINNEBAGO.
 OP1249'THE MARK IS LOCATED NEAR THE INTERSECTION OF MAIN STREET SOUTH AND
 OP1249'THIRD AVENUE SW IN WINNEBAGO AT THE CITY WATER TANK IN THE SW 1/4 OF
 OP1249'SECTION 35, T104N, R28W.  THE MARK IS 140.7 FEET WEST OF THE CENTER
 OP1249'OF MAIN STREET SOUTH, 94 FEET SOUTH OF THE CENTER OF THIRD AVENUE SW,
 OP1249'51.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY CONCRETE
 OP1249'BLOCK BUILDING AND 40.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 OP1249'1-STORY BRICK ADDITION TO THE PUMP HOUSE BUILDING IN THE CONCRETE
 OP1249'BASE FOR THE NORTH LEG OF THE WATER TANK.  THE MARK, A STANDARD MNHD
 OP1249'VERTICAL CONTROL MARK DISK STAMPED---2208 U 1980---, IS CEMENTED IN A
 OP1249'DRILL HOLE IN THE CONCRETE BASE.
 OP1249
 OP1249                          STATION RECOVERY (1986)
 OP1249
 OP1249'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 OP1249'THE MARK IS LOCATED IN THE TOWN OF WINNEBAGO, IN THE SE 1/4 OF SECTION
 OP1249'34, T104N, R28W, AT THE CITY WATER TANK THAT IS NEAR THE INTERSECTION
 OP1249'OF MAIN STREET SOUTH AND THIRD AVENUE SOUTHWEST.  THE MARK, A
 OP1249'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2208 U
 OP1249'1980---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE BASE OF THE
 OP1249'NORTH LEG OF THE WATER TANK AND IS FLUSH WITH THE SURFACE OF THE
 OP1249'GROUND.  THE MARK IS 140.7 FEET (42.9 M) WEST OF THE CENTERLINE OF
 OP1249'MAIN STREET SOUTH, 94 FEET (28.7 M) SOUTH OF THE CENTERLINE OF THIRD
 OP1249'AVENUE SOUTHWEST, 43 FEET (13.1 M) WEST OF THE SOUTHWEST CORNER OF A
 OP1249'TWO-STORY CONCRETE BLOCK BUILDING, AND 40.7 FEET (12.4 M) NORTHWEST
 OP1249'OF THE NORTHWEST CORNER OF THE ONE-STORY BRICK ADDITION TO THE
 OP1249'PUMPHOUSE BUILDING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1397 ***********************************************************************
 OP1397  DESIGNATION -  2208 V
 OP1397  PID         -  OP1397
 OP1397  STATE/COUNTY-  MN/FARIBAULT
 OP1397  COUNTRY     -  US
 OP1397  USGS QUAD   -  WINNEBAGO (1977)
 OP1397
 OP1397                         *CURRENT SURVEY CONTROL
 OP1397  ______________________________________________________________________
 OP1397* NAD 83(1986) POSITION- 43 46 31.     (N) 094 09 54.     (W)   SCALED    
 OP1397* NAVD 88 ORTHO HEIGHT -   328.844  (meters)    1078.88  (feet) ADJUSTED  
 OP1397  ______________________________________________________________________
 OP1397  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 OP1397  DYNAMIC HEIGHT  -        328.780 (meters)     1078.67  (feet) COMP
 OP1397  MODELED GRAVITY -    980,415.2   (mgal)                       NAVD 88
 OP1397
 OP1397  VERT ORDER      -  SECOND    CLASS I
 OP1397
 OP1397.The horizontal coordinates were scaled from a topographic map and have
 OP1397.an estimated accuracy of +/- 6 seconds.
 OP1397.
 OP1397.The orthometric height was determined by differential leveling and
 OP1397.adjusted in June 1995.
 OP1397
 OP1397.The dynamic height is computed by dividing the NAVD 88
 OP1397.geopotential number by the normal gravity value computed on the
 OP1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1397.degrees latitude (g = 980.6199 gals.).
 OP1397
 OP1397.The modeled gravity was interpolated from observed gravity values.
 OP1397
 OP1397;                    North         East    Units  Estimated Accuracy
 OP1397;SPC MN S     -   186,160.      786,720.      MT  (+/- 180 meters Scaled)
 OP1397
 OP1397                          SUPERSEDED SURVEY CONTROL
 OP1397
 OP1397.No superseded survey control is available for this station.
 OP1397
 OP1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ062475(NAD 83)
 OP1397
 OP1397_MARKER: DV = VERTICAL CONTROL DISK
 OP1397_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1397_SP_SET: ALUMINUM ALLOY ROD
 OP1397_STAMPING: 2208 V 1985
 OP1397_MARK LOGO: MNDT  
 OP1397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1397
 OP1397  HISTORY     - Date     Condition        Report By
 OP1397  HISTORY     - 1985     MONUMENTED       MNDT
 OP1397
 OP1397                          STATION DESCRIPTION
 OP1397
 OP1397'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1397'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) NORTH OF THE TOWN OF
 OP1397'WINNEBAGO, IN THE SW 1/4 OF SECTION 26, T104N, R28W, IN THE NORTHEAST
 OP1397'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD
 OP1397'EAST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 OP1397'DISK STAMPED---2208 V 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1397'DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1397'OF THE GROUND AND ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE GRAVEL
 OP1397'ROAD. THE MARK IS 211.5 FEET (64.5 M) EAST OF THE CENTERLINE OF TRUNK
 OP1397'HIGHWAY 169 AT MILEPOINT 20.6, 31 FEET (9.4 M) NORTH OF THE CENTER OF
 OP1397'THE GRAVEL ROAD, 3.5 FEET (1.1 M) WEST OF A POWER POLE, 166.6 FEET
 OP1397'(50.8 M) EAST OF A POWER POLE WITH GUY WIRES, AND 1.6 FEET (0.5 M)
 OP1397'EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 OP1397'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1398 ***********************************************************************
 OP1398  DESIGNATION -  2208 W
 OP1398  PID         -  OP1398
 OP1398  STATE/COUNTY-  MN/FARIBAULT
 OP1398  COUNTRY     -  US
 OP1398  USGS QUAD   -  WINNEBAGO (1977)
 OP1398
 OP1398                         *CURRENT SURVEY CONTROL
 OP1398  ______________________________________________________________________
 OP1398* NAD 83(1986) POSITION- 43 46 48.     (N) 094 09 58.     (W)   SCALED    
 OP1398* NAVD 88 ORTHO HEIGHT -   326.741  (meters)    1071.98  (feet) ADJUSTED  
 OP1398  ______________________________________________________________________
 OP1398  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 OP1398  DYNAMIC HEIGHT  -        326.677 (meters)     1071.77  (feet) COMP
 OP1398  MODELED GRAVITY -    980,415.8   (mgal)                       NAVD 88
 OP1398
 OP1398  VERT ORDER      -  SECOND    CLASS I
 OP1398
 OP1398.The horizontal coordinates were scaled from a topographic map and have
 OP1398.an estimated accuracy of +/- 6 seconds.
 OP1398.
 OP1398.The orthometric height was determined by differential leveling and
 OP1398.adjusted in June 1995.
 OP1398
 OP1398.The dynamic height is computed by dividing the NAVD 88
 OP1398.geopotential number by the normal gravity value computed on the
 OP1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1398.degrees latitude (g = 980.6199 gals.).
 OP1398
 OP1398.The modeled gravity was interpolated from observed gravity values.
 OP1398
 OP1398;                    North         East    Units  Estimated Accuracy
 OP1398;SPC MN S     -   186,680.      786,630.      MT  (+/- 180 meters Scaled)
 OP1398
 OP1398                          SUPERSEDED SURVEY CONTROL
 OP1398
 OP1398.No superseded survey control is available for this station.
 OP1398
 OP1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061480(NAD 83)
 OP1398
 OP1398_MARKER: DV = VERTICAL CONTROL DISK
 OP1398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1398_SP_SET: HEADWALL OF CONCRETE BOX CULVE
 OP1398_STAMPING: 2208 W 1985
 OP1398_MARK LOGO: MNDT  
 OP1398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1398+STABILITY: SURFACE MOTION
 OP1398
 OP1398  HISTORY     - Date     Condition        Report By
 OP1398  HISTORY     - 1985     MONUMENTED       MNDT
 OP1398
 OP1398                          STATION DESCRIPTION
 OP1398
 OP1398'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1398'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NORTH OF THE TOWN OF
 OP1398'WINNEBAGO, IN THE SW 1/4 OF SECTION 26, T104N, R28W, 1.35 MILES
 OP1398'(2.17 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK
 OP1398'HIGHWAY 109 AT WINNEBAGO, IN THE SOUTHEAST CORNER OF A 4 FOOT
 OP1398'(1.2 M) BY 6 FOOT (1.8 M) CONCRETE BOX CULVERT.  THE MARK, A STANDARD
 OP1398'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2208 W
 OP1398'1985---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 OP1398'HEADWALL OF THE BOX CULVERT AND IS ABOUT 2 FEET (0.6 M) BELOW THE
 OP1398'LEVEL OF TRUNK HIGHWAY 169.  THE MARK IS 24.0 FEET (7.3 M) EAST OF
 OP1398'THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT 20.95.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1399 ***********************************************************************
 OP1399  DESIGNATION -  2208 X
 OP1399  PID         -  OP1399
 OP1399  STATE/COUNTY-  MN/FARIBAULT
 OP1399  COUNTRY     -  US
 OP1399  USGS QUAD   -  WINNEBAGO (1977)
 OP1399
 OP1399                         *CURRENT SURVEY CONTROL
 OP1399  ______________________________________________________________________
 OP1399* NAD 83(1986) POSITION- 43 47 18.     (N) 094 10 07.     (W)   SCALED    
 OP1399* NAVD 88 ORTHO HEIGHT -   325.200  (meters)    1066.93  (feet) ADJUSTED  
 OP1399  ______________________________________________________________________
 OP1399  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 OP1399  DYNAMIC HEIGHT  -        325.137 (meters)     1066.72  (feet) COMP
 OP1399  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 OP1399
 OP1399  VERT ORDER      -  SECOND    CLASS I
 OP1399
 OP1399.The horizontal coordinates were scaled from a topographic map and have
 OP1399.an estimated accuracy of +/- 6 seconds.
 OP1399.
 OP1399.The orthometric height was determined by differential leveling and
 OP1399.adjusted in June 1995.
 OP1399
 OP1399.The dynamic height is computed by dividing the NAVD 88
 OP1399.geopotential number by the normal gravity value computed on the
 OP1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1399.degrees latitude (g = 980.6199 gals.).
 OP1399
 OP1399.The modeled gravity was interpolated from observed gravity values.
 OP1399
 OP1399;                    North         East    Units  Estimated Accuracy
 OP1399;SPC MN S     -   187,610.      786,430.      MT  (+/- 180 meters Scaled)
 OP1399
 OP1399                          SUPERSEDED SURVEY CONTROL
 OP1399
 OP1399.No superseded survey control is available for this station.
 OP1399
 OP1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ059490(NAD 83)
 OP1399
 OP1399_MARKER: DV = VERTICAL CONTROL DISK
 OP1399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1399_SP_SET: ALUMINUM ALLOY ROD
 OP1399_STAMPING: 2208 X 1985
 OP1399_MARK LOGO: MNDT  
 OP1399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1399
 OP1399  HISTORY     - Date     Condition        Report By
 OP1399  HISTORY     - 1985     MONUMENTED       MNDT
 OP1399
 OP1399                          STATION DESCRIPTION
 OP1399
 OP1399'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1399'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) NORTH OF THE TOWN OF
 OP1399'WINNEBAGO, IN THE NE 1/4 OF SECTION 27, T104N, R28W, AT AN ENTRANCE
 OP1399'TO A CEMETERY ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 169 AT
 OP1399'MILEPOINT 21.55, 1.95 MILES (3.14 KM) NORTH ALONG TRUNK HIGHWAY 169
 OP1399'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT WINNEBAGO.  THE MARK, A
 OP1399'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2208
 OP1399'X 1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 40-FOOT
 OP1399'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OP1399'ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 62.0 FEET (18.9 M) WEST OF
 OP1399'THE CENTERLINE OF TRUNK HIGHWAY 169, 9 FEET (2.7 M) SOUTH OF THE
 OP1399'CENTER OF THE SOUTH ENTRANCE TO A CEMETERY, 1.2 FEET (0.4 M) NORTH OF
 OP1399'AN EAST-WEST FENCELINE, 11.2 FEET (3.4 M) WEST OF A STEEL FENCE
 OP1399'CORNER POST, 13.8 FEET (4.2 M) WEST-NORTHWEST OF A TELEPHONE CABLE
 OP1399'MARKER POST, AND 1.1 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  A
 OP1399'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1400 ***********************************************************************
 OP1400  DESIGNATION -  2208 Y
 OP1400  PID         -  OP1400
 OP1400  STATE/COUNTY-  MN/FARIBAULT
 OP1400  COUNTRY     -  US
 OP1400  USGS QUAD   -  WINNEBAGO (1977)
 OP1400
 OP1400                         *CURRENT SURVEY CONTROL
 OP1400  ______________________________________________________________________
 OP1400* NAD 83(1986) POSITION- 43 47 49.     (N) 094 10 04.     (W)   SCALED    
 OP1400* NAVD 88 ORTHO HEIGHT -   326.965  (meters)    1072.72  (feet) ADJUSTED  
 OP1400  ______________________________________________________________________
 OP1400  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 OP1400  DYNAMIC HEIGHT  -        326.902 (meters)     1072.51  (feet) COMP
 OP1400  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 OP1400
 OP1400  VERT ORDER      -  SECOND    CLASS I
 OP1400
 OP1400.The horizontal coordinates were scaled from a topographic map and have
 OP1400.an estimated accuracy of +/- 6 seconds.
 OP1400.
 OP1400.The orthometric height was determined by differential leveling and
 OP1400.adjusted in June 1995.
 OP1400
 OP1400.The dynamic height is computed by dividing the NAVD 88
 OP1400.geopotential number by the normal gravity value computed on the
 OP1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1400.degrees latitude (g = 980.6199 gals.).
 OP1400
 OP1400.The modeled gravity was interpolated from observed gravity values.
 OP1400
 OP1400;                    North         East    Units  Estimated Accuracy
 OP1400;SPC MN S     -   188,570.      786,500.      MT  (+/- 180 meters Scaled)
 OP1400
 OP1400                          SUPERSEDED SURVEY CONTROL
 OP1400
 OP1400.No superseded survey control is available for this station.
 OP1400
 OP1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ060499(NAD 83)
 OP1400
 OP1400_MARKER: DV = VERTICAL CONTROL DISK
 OP1400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1400_SP_SET: ALUMINUM ALLOY ROD
 OP1400_STAMPING: 2208 Y 1985
 OP1400_MARK LOGO: MNDT  
 OP1400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1400
 OP1400  HISTORY     - Date     Condition        Report By
 OP1400  HISTORY     - 1985     MONUMENTED       MNDT
 OP1400
 OP1400                          STATION DESCRIPTION
 OP1400
 OP1400'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1400'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF THE TOWN OF
 OP1400'WINNEBAGO, IN THE NW 1/4 OF SECTION 23, T104N, R28W, IN THE NORTHEAST
 OP1400'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND A GRAVEL ROAD
 OP1400'WEST, 2.55 MILES (4.10 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS
 OP1400'JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO.  THE MARK, A STANDARD
 OP1400'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2208 Y
 OP1400'1985---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 OP1400'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OP1400'ABOUT 2.5 FEET (0.8 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK
 OP1400'IS 139.0 FEET (42.4 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT
 OP1400'MILEPOINT 22.15, 36 FEET (11.0 M) NORTH OF THE CENTER OF THE GRAVEL
 OP1400'ROAD, 99.5 FEET (30.3 M) EAST-SOUTHEAST OF A POWER POLE, 1.5 FEET
 OP1400'(0.5 M) SOUTH OF AN EAST-WEST FENCELINE, AND 1.2 FEET (0.4 M) EAST OF
 OP1400'A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1401 ***********************************************************************
 OP1401  DESIGNATION -  2208 Z
 OP1401  PID         -  OP1401
 OP1401  STATE/COUNTY-  MN/FARIBAULT
 OP1401  COUNTRY     -  US
 OP1401  USGS QUAD   -  WINNEBAGO (1977)
 OP1401
 OP1401                         *CURRENT SURVEY CONTROL
 OP1401  ______________________________________________________________________
 OP1401* NAD 83(1986) POSITION- 43 48 41.4    (N) 094 10 02.3    (W)   HD_HELD2  
 OP1401* NAVD 88 ORTHO HEIGHT -   323.532  (meters)    1061.45  (feet) ADJUSTED  
 OP1401  ______________________________________________________________________
 OP1401  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 OP1401  DYNAMIC HEIGHT  -        323.470 (meters)     1061.25  (feet) COMP
 OP1401  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 OP1401
 OP1401  VERT ORDER      -  SECOND    CLASS I
 OP1401
 OP1401.The horizontal coordinates were established by autonomous hand held GPS
 OP1401.observations and have an estimated accuracy of +/- 10 meters.
 OP1401.
 OP1401.The orthometric height was determined by differential leveling and
 OP1401.adjusted in June 1995.
 OP1401
 OP1401.The dynamic height is computed by dividing the NAVD 88
 OP1401.geopotential number by the normal gravity value computed on the
 OP1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1401.degrees latitude (g = 980.6199 gals.).
 OP1401
 OP1401.The modeled gravity was interpolated from observed gravity values.
 OP1401
 OP1401;                    North         East    Units  Estimated Accuracy
 OP1401;SPC MN S     -   190,182.      786,539.      MT  (+/- 10 meters HH2 GPS)
 OP1401
 OP1401                          SUPERSEDED SURVEY CONTROL
 OP1401
 OP1401.No superseded survey control is available for this station.
 OP1401
 OP1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0611651599(NAD 83)
 OP1401
 OP1401_MARKER: DV = VERTICAL CONTROL DISK
 OP1401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1401_SP_SET: ALUMINUM ALLOY ROD
 OP1401_STAMPING: 2208 Z 1985
 OP1401_MARK LOGO: MNDT  
 OP1401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1401
 OP1401  HISTORY     - Date     Condition        Report By
 OP1401  HISTORY     - 1985     MONUMENTED       MNDT
 OP1401
 OP1401                          STATION DESCRIPTION
 OP1401
 OP1401'DESCRIBED BY MN DEPT OF TRANSP 1985
 OP1401'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) NORTH OF THE TOWN OF
 OP1401'WINNEBAGO, IN THE NW 1/4 OF SECTION 14, T104N, R28W, IN THE NORTHEAST
 OP1401'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 18,
 OP1401'3.55 MILES (5.71 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION
 OP1401'WITH TRUNK HIGHWAY 109 IN WINNEBAGO.  THE MARK, A STANDARD MNDT
 OP1401'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2208 Z 1985---, IS
 OP1401'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM
 OP1401'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 OP1401'(0.9 M) BELOW THE LEVEL OF COUNTY ROAD 18.  THE MARK IS 197 FEET
 OP1401'(60.0 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT
 OP1401'23.15, 41.5 FEET (12.6 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 18,
 OP1401'153.5 FEET (46.8 M) EAST-SOUTHEAST OF A POWER POLE, AND 2.5 FEET
 OP1401'(0.8 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 OP1401'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1366 ***********************************************************************
 OO1366  DESIGNATION -  2210 A
 OO1366  PID         -  OO1366
 OO1366  STATE/COUNTY-  MN/FARIBAULT
 OO1366  COUNTRY     -  US
 OO1366  USGS QUAD   -  BRUSH CREEK (1982)
 OO1366
 OO1366                         *CURRENT SURVEY CONTROL
 OO1366  ______________________________________________________________________
 OO1366* NAD 83(1986) POSITION- 43 38 41.     (N) 093 48 30.     (W)   SCALED    
 OO1366* NAVD 88 ORTHO HEIGHT -   349.077  (meters)    1145.26  (feet) ADJUSTED  
 OO1366  ______________________________________________________________________
 OO1366  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 OO1366  DYNAMIC HEIGHT  -        348.995 (meters)     1144.99  (feet) COMP
 OO1366  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 OO1366
 OO1366  VERT ORDER      -  SECOND    CLASS I
 OO1366
 OO1366.The horizontal coordinates were scaled from a topographic map and have
 OO1366.an estimated accuracy of +/- 6 seconds.
 OO1366.
 OO1366.The orthometric height was determined by differential leveling and
 OO1366.adjusted in June 1991.
 OO1366
 OO1366.The dynamic height is computed by dividing the NAVD 88
 OO1366.geopotential number by the normal gravity value computed on the
 OO1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1366.degrees latitude (g = 980.6199 gals.).
 OO1366
 OO1366.The modeled gravity was interpolated from observed gravity values.
 OO1366
 OO1366;                    North         East    Units  Estimated Accuracy
 OO1366;SPC MN S     -   171,660.      815,470.      MT  (+/- 180 meters Scaled)
 OO1366
 OO1366                          SUPERSEDED SURVEY CONTROL
 OO1366
 OO1366.No superseded survey control is available for this station.
 OO1366
 OO1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ348327(NAD 83)
 OO1366
 OO1366_MARKER: DB = BENCH MARK DISK
 OO1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1366_SP_SET: CONCRETE POST
 OO1366_STAMPING: 2210 A 1980
 OO1366_MARK LOGO: MNDT  
 OO1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1366+STABILITY: SURFACE MOTION
 OO1366
 OO1366  HISTORY     - Date     Condition        Report By
 OO1366  HISTORY     - 1980     MONUMENTED       MNDT
 OO1366
 OO1366                          STATION DESCRIPTION
 OO1366
 OO1366'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1366'6 MI NORTH FROM BRICELYN.
 OO1366'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT AT THE JUNCTION OF
 OO1366'TRUNK HIGHWAY 253 WITH COUNTY ROAD 16 WHICH FORMERLY WAS TRUNK
 OO1366'HIGHWAY 16 NORTH OF BRICELYN AND IS NEAR HIGHWAY 253 MILE POST 6 IN
 OO1366'THE NE 1/4 OF SECTION 15, T102N, R25W.  THE MARK IS 109 FEET WEST OF
 OO1366'MILE POST 6, 73 FEET SOUTH OF THE CENTER OF COUNTY ROAD 16, 72.5 FEET
 OO1366'WEST OF THE CENTERLINE OF HIGHWAY 253, 52.3 FEET SOUTHWEST OF THE
 OO1366'WEST END OF A 24 INCH CONCRETE CULVERT UNDER HIGHWAY 253, 45 FEET
 OO1366'NORTH OF A POWER POLE AND 0.7 FOOT NORTHEAST OF A STEEL WITNESS POST.
 OO1366'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2210 A 1980---,
 OO1366'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 OO1366'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1339 ***********************************************************************
 OO1339  DESIGNATION -  2211 A
 OO1339  PID         -  OO1339
 OO1339  STATE/COUNTY-  MN/FARIBAULT
 OO1339  COUNTRY     -  US
 OO1339  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1339
 OO1339                         *CURRENT SURVEY CONTROL
 OO1339  ______________________________________________________________________
 OO1339* NAD 83(1986) POSITION- 43 38 42.     (N) 093 55 43.     (W)   SCALED    
 OO1339* NAVD 88 ORTHO HEIGHT -   335.067  (meters)    1099.30  (feet) ADJUSTED  
 OO1339  ______________________________________________________________________
 OO1339  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 OO1339  DYNAMIC HEIGHT  -        334.994 (meters)     1099.06  (feet) COMP
 OO1339  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 OO1339
 OO1339  VERT ORDER      -  SECOND    CLASS I
 OO1339
 OO1339.The horizontal coordinates were scaled from a topographic map and have
 OO1339.an estimated accuracy of +/- 6 seconds.
 OO1339.
 OO1339.The orthometric height was determined by differential leveling and
 OO1339.adjusted in June 1991.
 OO1339
 OO1339.The dynamic height is computed by dividing the NAVD 88
 OO1339.geopotential number by the normal gravity value computed on the
 OO1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1339.degrees latitude (g = 980.6199 gals.).
 OO1339
 OO1339.The modeled gravity was interpolated from observed gravity values.
 OO1339
 OO1339;                    North         East    Units  Estimated Accuracy
 OO1339;SPC MN S     -   171,670.      805,760.      MT  (+/- 180 meters Scaled)
 OO1339
 OO1339                          SUPERSEDED SURVEY CONTROL
 OO1339
 OO1339.No superseded survey control is available for this station.
 OO1339
 OO1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ251328(NAD 83)
 OO1339
 OO1339_MARKER: DB = BENCH MARK DISK
 OO1339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1339_SP_SET: COPPER-CLAD STEEL ROD
 OO1339_STAMPING: 2211 A 1980
 OO1339_MARK LOGO: MNDT  
 OO1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1339
 OO1339  HISTORY     - Date     Condition        Report By
 OO1339  HISTORY     - 1980     MONUMENTED       MNDT
 OO1339
 OO1339                          STATION DESCRIPTION
 OO1339
 OO1339'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1339'4 MI NORTH FROM FROST.
 OO1339'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 254 FROM ITS
 OO1339'JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF FROST AND IS NEAR
 OO1339'HIGHWAY 254 MILE POINT 10.05 IN THE SE 1/4 OF SECTION 10, T102N,
 OO1339'R26W.  THE MARK IS 198.6 FEET WEST OF THE CENTERLINE OF HIGHWAY 254,
 OO1339'122.7 FEET WEST OF A POWER POLE WITH A GUY WIRE, 70 FEET NORTH OF AND
 OO1339'3 FEET HIGHER THAN THE CENTERLINE OF COUNTY ROAD 16, 25.1 FEET
 OO1339'EAST-SOUTHEAST OF A R/W POST, 1.9 FEET SOUTHEAST OF A POWER POLE ON
 OO1339'AN EAST-WEST LINE AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 OO1339'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2211 A
 OO1339'1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH BY 24 FOOT LONG
 OO1339'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1341 ***********************************************************************
 OO1341  DESIGNATION -  2211 B
 OO1341  PID         -  OO1341
 OO1341  STATE/COUNTY-  MN/FARIBAULT
 OO1341  COUNTRY     -  US
 OO1341  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1341
 OO1341                         *CURRENT SURVEY CONTROL
 OO1341  ______________________________________________________________________
 OO1341* NAD 83(1986) POSITION- 43 38 22.     (N) 093 55 38.     (W)   SCALED    
 OO1341* NAVD 88 ORTHO HEIGHT -   335.663  (meters)    1101.25  (feet) ADJUSTED  
 OO1341  ______________________________________________________________________
 OO1341  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 OO1341  DYNAMIC HEIGHT  -        335.589 (meters)     1101.01  (feet) COMP
 OO1341  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OO1341
 OO1341  VERT ORDER      -  SECOND    CLASS I
 OO1341
 OO1341.The horizontal coordinates were scaled from a topographic map and have
 OO1341.an estimated accuracy of +/- 6 seconds.
 OO1341.
 OO1341.The orthometric height was determined by differential leveling and
 OO1341.adjusted in June 1991.
 OO1341
 OO1341.The dynamic height is computed by dividing the NAVD 88
 OO1341.geopotential number by the normal gravity value computed on the
 OO1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1341.degrees latitude (g = 980.6199 gals.).
 OO1341
 OO1341.The modeled gravity was interpolated from observed gravity values.
 OO1341
 OO1341;                    North         East    Units  Estimated Accuracy
 OO1341;SPC MN S     -   171,050.      805,870.      MT  (+/- 180 meters Scaled)
 OO1341
 OO1341                          SUPERSEDED SURVEY CONTROL
 OO1341
 OO1341.No superseded survey control is available for this station.
 OO1341
 OO1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ252322(NAD 83)
 OO1341
 OO1341_MARKER: DB = BENCH MARK DISK
 OO1341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1341_SP_SET: BRIDGE ABUTMENT
 OO1341_STAMPING: 2211 B 1980
 OO1341_MARK LOGO: MNDT  
 OO1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1341
 OO1341  HISTORY     - Date     Condition        Report By
 OO1341  HISTORY     - 1980     MONUMENTED       MNDT
 OO1341
 OO1341                          STATION DESCRIPTION
 OO1341
 OO1341'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1341'3.6 MI NORTH FROM FROST.
 OO1341'THE MARK IS LOCATED 3.6 MILES NORTH ALONG TRUNK HIGHWAY 254 FROM ITS
 OO1341'JUNCTION WITH 4TH STREET IN FROST AND IS NEAR HIGHWAY 254 MILE POINT
 OO1341'9.65 IN THE NW 1/4 OF SECTION 14, T102N, R26W.  THE MARK IS 18.5 FEET
 OO1341'EAST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY 254 IN THE
 OO1341'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 6875 CARRYING
 OO1341'HIGHWAY 254 OVER THE EAST BRANCH BLUE EARTH RIVER.  THE MARK, A
 OO1341'STANDARD MNHD BENCH MARK DISK STAMPED---2211 B 1980---, IS CEMENTED
 OO1341'IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1248 ***********************************************************************
 OP1248  DESIGNATION -  2212 K
 OP1248  PID         -  OP1248
 OP1248  STATE/COUNTY-  MN/FARIBAULT
 OP1248  COUNTRY     -  US
 OP1248  USGS QUAD   -  WINNEBAGO (1977)
 OP1248
 OP1248                         *CURRENT SURVEY CONTROL
 OP1248  ______________________________________________________________________
 OP1248* NAD 83(1986) POSITION- 43 45 38.     (N) 094 09 55.     (W)   SCALED    
 OP1248* NAVD 88 ORTHO HEIGHT -   337.722  (meters)    1108.01  (feet) ADJUSTED  
 OP1248  ______________________________________________________________________
 OP1248  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 OP1248  DYNAMIC HEIGHT  -        337.656 (meters)     1107.79  (feet) COMP
 OP1248  MODELED GRAVITY -    980,413.6   (mgal)                       NAVD 88
 OP1248
 OP1248  VERT ORDER      -  SECOND    CLASS I
 OP1248
 OP1248.The horizontal coordinates were scaled from a topographic map and have
 OP1248.an estimated accuracy of +/- 6 seconds.
 OP1248.
 OP1248.The orthometric height was determined by differential leveling and
 OP1248.adjusted in June 1991.
 OP1248
 OP1248.The dynamic height is computed by dividing the NAVD 88
 OP1248.geopotential number by the normal gravity value computed on the
 OP1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1248.degrees latitude (g = 980.6199 gals.).
 OP1248
 OP1248.The modeled gravity was interpolated from observed gravity values.
 OP1248
 OP1248;                    North         East    Units  Estimated Accuracy
 OP1248;SPC MN S     -   184,520.      786,690.      MT  (+/- 180 meters Scaled)
 OP1248
 OP1248                          SUPERSEDED SURVEY CONTROL
 OP1248
 OP1248.No superseded survey control is available for this station.
 OP1248
 OP1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ061459(NAD 83)
 OP1248
 OP1248_MARKER: DB = BENCH MARK DISK
 OP1248_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1248_SP_SET: COPPER-CLAD STEEL ROD
 OP1248_STAMPING: 2212 K 1980
 OP1248_MARK LOGO: MNDT  
 OP1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1248
 OP1248  HISTORY     - Date     Condition        Report By
 OP1248  HISTORY     - 1980     MONUMENTED       MNDT
 OP1248
 OP1248                          STATION DESCRIPTION
 OP1248
 OP1248'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1248'IN WINNEBAGO.
 OP1248'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 169 AND 109 IN
 OP1248'WINNEBAGO NEAR HIGHWAY 169 MILE POINT 19.6 IN THE SW 1/4 OF SECTION
 OP1248'35, T104N, R28W.  THE MARK IS 251.5 FEET EAST OF THE CENTERLINE OF
 OP1248'HIGHWAY 169, 32.5 FEET NORTH OF AND 1 FOOT LOWER THAN THE CENTERLINE
 OP1248'OF HIGHWAY 109, 47.4 FEET EAST OF THE SOUTHEAST CORNER OF THE 1-STORY
 OP1248'STONE BLOCK SALOON BUILDING, 36.4 FEET WEST OF A TELEPHONE BUILDING,
 OP1248'1.4 FEET SOUTHWEST OF A CHAIN LINK FENCE CORNER AND 1.3 FEET
 OP1248'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OP1248'VERTICAL CONTROL MARK DISK STAMPED---2212 K 1980---, IS CRIMPED TO
 OP1248'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OP1248'STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1250 ***********************************************************************
 OP1250  DESIGNATION -  2212 L
 OP1250  PID         -  OP1250
 OP1250  STATE/COUNTY-  MN/FARIBAULT
 OP1250  COUNTRY     -  US
 OP1250  USGS QUAD   -  WINNEBAGO (1977)
 OP1250
 OP1250                         *CURRENT SURVEY CONTROL
 OP1250  ______________________________________________________________________
 OP1250* NAD 83(1986) POSITION- 43 45 38.     (N) 094 09 19.     (W)   SCALED    
 OP1250* NAVD 88 ORTHO HEIGHT -   334.749  (meters)    1098.26  (feet) ADJUSTED  
 OP1250  ______________________________________________________________________
 OP1250  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 OP1250  DYNAMIC HEIGHT  -        334.683 (meters)     1098.04  (feet) COMP
 OP1250  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 OP1250
 OP1250  VERT ORDER      -  SECOND    CLASS I
 OP1250
 OP1250.The horizontal coordinates were scaled from a topographic map and have
 OP1250.an estimated accuracy of +/- 6 seconds.
 OP1250.
 OP1250.The orthometric height was determined by differential leveling and
 OP1250.adjusted in June 1991.
 OP1250
 OP1250.The dynamic height is computed by dividing the NAVD 88
 OP1250.geopotential number by the normal gravity value computed on the
 OP1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1250.degrees latitude (g = 980.6199 gals.).
 OP1250
 OP1250.The modeled gravity was interpolated from observed gravity values.
 OP1250
 OP1250;                    North         East    Units  Estimated Accuracy
 OP1250;SPC MN S     -   184,520.      787,500.      MT  (+/- 180 meters Scaled)
 OP1250
 OP1250                          SUPERSEDED SURVEY CONTROL
 OP1250
 OP1250.No superseded survey control is available for this station.
 OP1250
 OP1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ070459(NAD 83)
 OP1250
 OP1250_MARKER: DB = BENCH MARK DISK
 OP1250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1250_SP_SET: COPPER-CLAD STEEL ROD
 OP1250_STAMPING: 2212 L 1980
 OP1250_MARK LOGO: MNDT  
 OP1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1250
 OP1250  HISTORY     - Date     Condition        Report By
 OP1250  HISTORY     - 1980     MONUMENTED       MNDT
 OP1250
 OP1250                          STATION DESCRIPTION
 OP1250
 OP1250'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1250'IN WINNEBAGO.
 OP1250'THE MARK IS LOCATED ABOUT 0.55 MILE EAST ALONG TRUNK HIGHWAY 109 FROM
 OP1250'ITS JUNCTION WITH TRUNK HIGHWAY 169 IN WINNEBAGO AND IS NEAR HIGHWAY
 OP1250'109 MILE POINT 0.55 IN THE SE 1/4 OF SECTION 35, T104N, R28W.  THE
 OP1250'MARK IS 85 FEET WEST OF THE CENTER OF THE CENEX SERVICE CENTER
 OP1250'ENTRANCE, 80 FEET WEST-NORTHWEST OF THE WEST END OF A 24 INCH METAL
 OP1250'CULVERT, 69 FEET NORTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF
 OP1250'HIGHWAY 109, 1.5 FEET SOUTH OF A POWER POLE ON A NORTH-SOUTH LINE AND
 OP1250'0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OP1250'VERTICAL CONTROL MARK DISK STAMPED---2212 L 1980---, IS CRIMPED TO
 OP1250'THE TOP OF A DRIVEN 5/8 INCH BY 32 FOOT LONG COPPER-CLAD STEEL ROD
 OP1250'THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0888 ***********************************************************************
 QO0888  DESIGNATION -  227/2 BOLT
 QO0888  PID         -  QO0888
 QO0888  STATE/COUNTY-  MN/SHERBURNE
 QO0888  COUNTRY     -  US
 QO0888  USGS QUAD   -  BIG LAKE (1991)
 QO0888
 QO0888                         *CURRENT SURVEY CONTROL
 QO0888  ______________________________________________________________________
 QO0888* NAD 83(1986) POSITION- 45 17 59.     (N) 093 40 34.     (W)   SCALED    
 QO0888* NAVD 88 ORTHO HEIGHT -   271.650  (meters)     891.24  (feet) ADJUSTED  
 QO0888  ______________________________________________________________________
 QO0888  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 QO0888  DYNAMIC HEIGHT  -        271.631 (meters)      891.18  (feet) COMP
 QO0888  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 QO0888
 QO0888  VERT ORDER      -  FIRST     CLASS I
 QO0888
 QO0888.The horizontal coordinates were scaled from a topographic map and have
 QO0888.an estimated accuracy of +/- 6 seconds.
 QO0888.
 QO0888.The orthometric height was determined by differential leveling and
 QO0888.adjusted in June 1991.
 QO0888
 QO0888.The dynamic height is computed by dividing the NAVD 88
 QO0888.geopotential number by the normal gravity value computed on the
 QO0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0888.degrees latitude (g = 980.6199 gals.).
 QO0888
 QO0888.The modeled gravity was interpolated from observed gravity values.
 QO0888
 QO0888;                    North         East    Units  Estimated Accuracy
 QO0888;SPC MN S     -   355,590.      825,410.      MT  (+/- 180 meters Scaled)
 QO0888
 QO0888                          SUPERSEDED SURVEY CONTROL
 QO0888
 QO0888  NGVD 29 (??/??/92)  271.52   (m)          890.8    (f) COMPUTED    1 1
 QO0888
 QO0888.Superseded values are not recommended for survey control.
 QO0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0888.See file dsdata.txt to determine how the superseded data were derived.
 QO0888
 QO0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL469164(NAD 83)
 QO0888
 QO0888_MARKER: B = BOLT
 QO0888_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0888_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0888
 QO0888  HISTORY     - Date     Condition        Report By
 QO0888  HISTORY     - UNK      MONUMENTED       MRC
 QO0888  HISTORY     - 1970     GOOD             NGS
 QO0888
 QO0888                          STATION DESCRIPTION
 QO0888
 QO0888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0888'6.55 MI E FROM MONTICELLO.
 QO0888'ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST END
 QO0888'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO, THENCE
 QO0888'5.8 MILES EAST ALONG COUNTY ROAD 14, THENCE 0.4 MILE SOUTH ALONG
 QO0888'COUNTY ROAD 30, THENCE 0.25 MILE SOUTH ALONG A TRAIL ROAD, 19 1/2 FEET
 QO0888'NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 33 FEET NORTHEAST OF A
 QO0888'30-INCH OAK TREE, 31 1/2 FEET SOUTHWEST OF A 32-INCH OAK TREE, 9 1/2
 QO0888'FEET NORTH OF A 11-INCH OAK TREE WHICH BEARS A TRIANGULAR BLAZE, 0.9
 QO0888'FOOT NORTHEAST OF A METAL WITNESS POST, AND IS A COPPER BOLT LEADED IN
 QO0888'A TILE ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 QO0888'4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISION CAP AND
 QO0888'WHICH PROJECTS 10 INCHES.  1/4, SEC 34, T 33N, R 27W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1204 ***********************************************************************
 OP1204  DESIGNATION -  2280 A
 OP1204  PID         -  OP1204
 OP1204  STATE/COUNTY-  MN/FARIBAULT
 OP1204  COUNTRY     -  US
 OP1204  USGS QUAD   -  HUNTLEY (1967)
 OP1204
 OP1204                         *CURRENT SURVEY CONTROL
 OP1204  ______________________________________________________________________
 OP1204* NAD 83(1986) POSITION- 43 39 59.     (N) 094 14 16.     (W)   SCALED    
 OP1204* NAVD 88 ORTHO HEIGHT -   336.658  (meters)    1104.52  (feet) ADJUSTED  
 OP1204  ______________________________________________________________________
 OP1204  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 OP1204  DYNAMIC HEIGHT  -        336.589 (meters)     1104.29  (feet) COMP
 OP1204  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 OP1204
 OP1204  VERT ORDER      -  SECOND    CLASS I
 OP1204
 OP1204.The horizontal coordinates were scaled from a topographic map and have
 OP1204.an estimated accuracy of +/- 6 seconds.
 OP1204.
 OP1204.The orthometric height was determined by differential leveling and
 OP1204.adjusted in June 1991.
 OP1204
 OP1204.The dynamic height is computed by dividing the NAVD 88
 OP1204.geopotential number by the normal gravity value computed on the
 OP1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1204.degrees latitude (g = 980.6199 gals.).
 OP1204
 OP1204.The modeled gravity was interpolated from observed gravity values.
 OP1204
 OP1204;                    North         East    Units  Estimated Accuracy
 OP1204;SPC MN S     -   174,070.      780,820.      MT  (+/- 180 meters Scaled)
 OP1204
 OP1204                          SUPERSEDED SURVEY CONTROL
 OP1204
 OP1204.No superseded survey control is available for this station.
 OP1204
 OP1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ002355(NAD 83)
 OP1204
 OP1204_MARKER: DB = BENCH MARK DISK
 OP1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1204_SP_SET: CONCRETE POST
 OP1204_STAMPING: 2280 A 1973
 OP1204_MARK LOGO: MNDT  
 OP1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1204+STABILITY: SURFACE MOTION
 OP1204
 OP1204  HISTORY     - Date     Condition        Report By
 OP1204  HISTORY     - 1973     MONUMENTED       MNDT
 OP1204  HISTORY     - 1980     GOOD             MNDT
 OP1204
 OP1204                          STATION DESCRIPTION
 OP1204
 OP1204'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1204'1.1 MI NNE FROM GUCKEEN.
 OP1204'THE MARK IS LOCATED ABOUT 0.5 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP1204'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1204'NEAR THE CENTER OF SECTION 6, T102N, R28W, NEAR HIGHWAY 90 MILE POINT
 OP1204'112.9.  THE MARK IS 106.3 FEET NORTH OF AND 6 FEET LOWER THAN THE
 OP1204'CENTERLINE OF HIGHWAY 90, 14.5 SOUTH-SOUTHWEST OF A WOOD CORNER FENCE
 OP1204'POST ON THE NORTH SIDE OF A CATTLE LANE, 7.3 FEET NORTH OF A R/W
 OP1204'FENCE AND 6.1 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 OP1204'STANDARD MNHD BENCH MARK DISK STAMPED---2280 A 1973---, IS SET IN THE
 OP1204'TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 8 INCHES BELOW GROUND
 OP1204'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1205 ***********************************************************************
 OP1205  DESIGNATION -  2280 AB
 OP1205  PID         -  OP1205
 OP1205  STATE/COUNTY-  MN/FARIBAULT
 OP1205  COUNTRY     -  US
 OP1205  USGS QUAD   -  HUNTLEY (1967)
 OP1205
 OP1205                         *CURRENT SURVEY CONTROL
 OP1205  ______________________________________________________________________
 OP1205* NAD 83(1986) POSITION- 43 39 58.     (N) 094 13 38.     (W)   SCALED    
 OP1205* NAVD 88 ORTHO HEIGHT -   344.323  (meters)    1129.67  (feet) ADJUSTED  
 OP1205  ______________________________________________________________________
 OP1205  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 OP1205  DYNAMIC HEIGHT  -        344.253 (meters)     1129.44  (feet) COMP
 OP1205  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 OP1205
 OP1205  VERT ORDER      -  FIRST     CLASS II
 OP1205
 OP1205.The horizontal coordinates were scaled from a topographic map and have
 OP1205.an estimated accuracy of +/- 6 seconds.
 OP1205.
 OP1205.The orthometric height was determined by differential leveling and
 OP1205.adjusted in June 1991.
 OP1205
 OP1205.The dynamic height is computed by dividing the NAVD 88
 OP1205.geopotential number by the normal gravity value computed on the
 OP1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1205.degrees latitude (g = 980.6199 gals.).
 OP1205
 OP1205.The modeled gravity was interpolated from observed gravity values.
 OP1205
 OP1205;                    North         East    Units  Estimated Accuracy
 OP1205;SPC MN S     -   174,040.      781,670.      MT  (+/- 180 meters Scaled)
 OP1205
 OP1205                          SUPERSEDED SURVEY CONTROL
 OP1205
 OP1205.No superseded survey control is available for this station.
 OP1205
 OP1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ010355(NAD 83)
 OP1205
 OP1205_MARKER: DB = BENCH MARK DISK
 OP1205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1205_SP_SET: ABUTMENT
 OP1205_STAMPING: 2280 AB 1980
 OP1205_MARK LOGO: MNDT  
 OP1205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1205+STABILITY: POSITION/ELEVATION WELL
 OP1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1205+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2011
 OP1205
 OP1205  HISTORY     - Date     Condition        Report By
 OP1205  HISTORY     - 1980     MONUMENTED       MNDT
 OP1205  HISTORY     - 19900830 GOOD             NGS
 OP1205  HISTORY     - 20110804 GOOD             WOOLPT
 OP1205  HISTORY     - 20110804 GOOD             WOOLPT
 OP1205
 OP1205                          STATION DESCRIPTION
 OP1205
 OP1205'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1205'1 MI NORTH FROM GUCKEEN.
 OP1205'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1205'COUNTY ROAD 1 JUST NORTH OF GUCKEEN IN THE SW 1/4 OF SECTION 5,
 OP1205'T102N, R28W, NEAR HIGHWAY 90 MILE POINT 113.4.  THE MARK IS 26 FEET
 OP1205'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 1 AND IN
 OP1205'THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 22801.  THE
 OP1205'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 AB
 OP1205'1980---, IS CEMENTED IN A DRILE IN THE ABUTMENT.
 OP1205
 OP1205                          STATION RECOVERY (1990)
 OP1205
 OP1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1205'10.7 KM (6.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1205'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 3.2 M
 OP1205'(10.5 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP1205'COUNTY ROAD 1 OVERPASS OF THE HIGHWAY, 33.9 M (111.2 FT) SOUTH OF THE
 OP1205'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 6.1 M (20.0 FT)
 OP1205'ABOVE THE LEVEL OF THE HIGHWAY.
 OP1205
 OP1205                          STATION RECOVERY (2011)
 OP1205
 OP1205'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1205'RECOVERED AS DESCRIBED.
 OP1205
 OP1205                          STATION RECOVERY (2011)
 OP1205
 OP1205'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1205'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1206 ***********************************************************************
 OP1206  DESIGNATION -  2280 AC
 OP1206  PID         -  OP1206
 OP1206  STATE/COUNTY-  MN/FARIBAULT
 OP1206  COUNTRY     -  US
 OP1206  USGS QUAD   -  HUNTLEY (1967)
 OP1206
 OP1206                         *CURRENT SURVEY CONTROL
 OP1206  ______________________________________________________________________
 OP1206* NAD 83(1986) POSITION- 43 39 58.     (N) 094 12 41.     (W)   SCALED    
 OP1206* NAVD 88 ORTHO HEIGHT -   337.232  (meters)    1106.40  (feet) ADJUSTED  
 OP1206  ______________________________________________________________________
 OP1206  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 OP1206  DYNAMIC HEIGHT  -        337.164 (meters)     1106.18  (feet) COMP
 OP1206  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 OP1206
 OP1206  VERT ORDER      -  SECOND    CLASS I
 OP1206
 OP1206.The horizontal coordinates were scaled from a topographic map and have
 OP1206.an estimated accuracy of +/- 6 seconds.
 OP1206.
 OP1206.The orthometric height was determined by differential leveling and
 OP1206.adjusted in June 1991.
 OP1206
 OP1206.The dynamic height is computed by dividing the NAVD 88
 OP1206.geopotential number by the normal gravity value computed on the
 OP1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1206.degrees latitude (g = 980.6199 gals.).
 OP1206
 OP1206.The modeled gravity was interpolated from observed gravity values.
 OP1206
 OP1206;                    North         East    Units  Estimated Accuracy
 OP1206;SPC MN S     -   174,040.      782,950.      MT  (+/- 180 meters Scaled)
 OP1206
 OP1206                          SUPERSEDED SURVEY CONTROL
 OP1206
 OP1206.No superseded survey control is available for this station.
 OP1206
 OP1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ023355(NAD 83)
 OP1206
 OP1206_MARKER: DB = BENCH MARK DISK
 OP1206_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OP1206+WITH SETTING: PAVEMENT
 OP1206_SP_SET: CONCRETE SIGN BASE
 OP1206_STAMPING: 2280 AC 1980
 OP1206_MARK LOGO: MNDT  
 OP1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1206+STABILITY: SURFACE MOTION
 OP1206
 OP1206  HISTORY     - Date     Condition        Report By
 OP1206  HISTORY     - 1980     MONUMENTED       MNDT
 OP1206
 OP1206                          STATION DESCRIPTION
 OP1206
 OP1206'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1206'1.25 MI NE FROM GUCKEEN.
 OP1206'THE MARK IS LOCATED ABOUT 0.8 MILE EAST ALONG INTERSTATE HIGHWAY 90
 OP1206'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1206'NEAR HIGHWAY 90 MILE POINT 114.15 IN THE SE 1/4 OF SECTION 5, T102N,
 OP1206'R28W.  THE MARK IS 51.5 FEET SOUTH OF AND 3 FEET LOWER THAN THE
 OP1206'EASTBOUND CENTERLINE OF HIGHWAY 90, 203.5 FEET EAST-SOUTHEAST OF THE
 OP1206'SOUTH EDGE OF THE 105 STATION STENCILED IN THE EASTBOUND SLAB AND IS
 OP1206'IN THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE NORTH LEG OF THE
 OP1206'HIGHWAY 90 EASTBOUND SIGN STATING BLUE EARTH 6, JCT 22 24 AND ALBERT
 OP1206'LEA 40.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1206'STAMPED---2280 AC 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1206'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1208 ***********************************************************************
 OP1208  DESIGNATION -  2280 AD
 OP1208  PID         -  OP1208
 OP1208  STATE/COUNTY-  MN/FARIBAULT
 OP1208  COUNTRY     -  US
 OP1208  USGS QUAD   -  HUNTLEY (1967)
 OP1208
 OP1208                         *CURRENT SURVEY CONTROL
 OP1208  ______________________________________________________________________
 OP1208* NAD 83(1986) POSITION- 43 39 57.     (N) 094 10 39.     (W)   SCALED    
 OP1208* NAVD 88 ORTHO HEIGHT -   342.601  (meters)    1124.02  (feet) ADJUSTED  
 OP1208  ______________________________________________________________________
 OP1208  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 OP1208  DYNAMIC HEIGHT  -        342.531 (meters)     1123.79  (feet) COMP
 OP1208  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1208
 OP1208  VERT ORDER      -  FIRST     CLASS II
 OP1208
 OP1208.The horizontal coordinates were scaled from a topographic map and have
 OP1208.an estimated accuracy of +/- 6 seconds.
 OP1208.
 OP1208.The orthometric height was determined by differential leveling and
 OP1208.adjusted in June 1991.
 OP1208
 OP1208.WARNING-Repeat measurements at this control monument indicate possible
 OP1208.vertical movement.
 OP1208
 OP1208.The dynamic height is computed by dividing the NAVD 88
 OP1208.geopotential number by the normal gravity value computed on the
 OP1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1208.degrees latitude (g = 980.6199 gals.).
 OP1208
 OP1208.The modeled gravity was interpolated from observed gravity values.
 OP1208
 OP1208;                    North         East    Units  Estimated Accuracy
 OP1208;SPC MN S     -   174,000.      785,680.      MT  (+/- 180 meters Scaled)
 OP1208
 OP1208                          SUPERSEDED SURVEY CONTROL
 OP1208
 OP1208.No superseded survey control is available for this station.
 OP1208
 OP1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ050354(NAD 83)
 OP1208
 OP1208_MARKER: DD = SURVEY DISK
 OP1208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1208_SP_SET: ABUTMENT
 OP1208_STAMPING: 2280 AD 1980
 OP1208_MARK LOGO: MNDT  
 OP1208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1208+STABILITY: POSITION/ELEVATION WELL
 OP1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1208+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OP1208
 OP1208  HISTORY     - Date     Condition        Report By
 OP1208  HISTORY     - 1980     MONUMENTED       MNDT
 OP1208  HISTORY     - 19900830 GOOD             NGS
 OP1208
 OP1208                          STATION DESCRIPTION
 OP1208
 OP1208'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1208'2.7 MI NE FROM GUCKEEN.
 OP1208'THE MARK IS LOCATED ABOUT 2.5 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1208'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1208'NEAR HIGHWAY 90 MILE POINT 115.8 IN THE SE 1/4 OF SECTION 3, T102N,
 OP1208'R28W.  THE MARK IS 18.7 FEET EAST OF AND ABOUT LEVEL WITH THE
 OP1208'CENTERLINE OF COUNTY ROAD 5 IN THE ABUTMENT IN THE SOUTHEAST CORNER
 OP1208'OF BRIDGE 22802 CARRYING COUNTY ROAD 5 OVER HIGHWAY 90.  THE MARK, A
 OP1208'STANDARD MNHD BENCH MARK DISK STAMPED---2280 AD 1980---, IS CEMENTED
 OP1208'IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 OP1208
 OP1208                          STATION RECOVERY (1990)
 OP1208
 OP1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1208'6.6 KM (4.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1208'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 3.5 M
 OP1208'(11.5 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP1208'COUNTY ROAD 5 OVERPASS OF THE HIGHWAY, 33.6 M (110.2 FT) SOUTH OF THE
 OP1208'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 6.1 M (20.0 FT)
 OP1208'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1212 ***********************************************************************
 OP1212  DESIGNATION -  2280 AE
 OP1212  PID         -  OP1212
 OP1212  STATE/COUNTY-  MN/FARIBAULT
 OP1212  COUNTRY     -  US
 OP1212  USGS QUAD   -  HUNTLEY (1967)
 OP1212
 OP1212                         *CURRENT SURVEY CONTROL
 OP1212  ______________________________________________________________________
 OP1212* NAD 83(2007) POSITION- 43 39 59.79281(N) 094 09 27.90988(W)   ADJUSTED  
 OP1212* NAD 83(2007) ELLIP HT-   302.976 (meters)        (02/10/07)   ADJUSTED
 OP1212* NAD 83(2007) EPOCH   -  2002.00
 OP1212* NAVD 88 ORTHO HEIGHT -   331.338  (meters)    1087.06  (feet) ADJUSTED  
 OP1212  ______________________________________________________________________
 OP1212  NAD 83(2007) X  -   -335,060.824 (meters)                     COMP
 OP1212  NAD 83(2007) Y  - -4,609,187.460 (meters)                     COMP
 OP1212  NAD 83(2007) Z  -  4,381,579.787 (meters)                     COMP
 OP1212  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC09
 OP1212  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 OP1212  DYNAMIC HEIGHT  -        331.270 (meters)     1086.84  (feet) COMP
 OP1212  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1212
 OP1212  VERT ORDER      -  FIRST     CLASS II
 OP1212
 OP1212  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1212  Type                                         Horiz  Ellip  Dist(km)
 OP1212  -------------------------------------------------------------------
 OP1212  NETWORK                                       1.88   1.35
 OP1212  -------------------------------------------------------------------
 OP1212  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.84   1.29      1.62
 OP1212  -------------------------------------------------------------------
 OP1212  NOTE: Click here for information on individual local accuracy
 OP1212  values and other accuracy information.
 OP1212
 OP1212
 OP1212.The horizontal coordinates were established by GPS observations
 OP1212.and adjusted by the National Geodetic Survey in February 2007.
 OP1212
 OP1212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1212.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1212
 OP1212.The horizontal coordinates are valid at the epoch date displayed above
 OP1212.which is a decimal equivalence of Year/Month/Day.
 OP1212
 OP1212.The orthometric height was determined by differential leveling and
 OP1212.adjusted in June 1991.
 OP1212
 OP1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1212
 OP1212.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1212
 OP1212.The ellipsoidal height was determined by GPS observations
 OP1212.and is referenced to NAD 83.
 OP1212
 OP1212.The dynamic height is computed by dividing the NAVD 88
 OP1212.geopotential number by the normal gravity value computed on the
 OP1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1212.degrees latitude (g = 980.6199 gals.).
 OP1212
 OP1212.The modeled gravity was interpolated from observed gravity values.
 OP1212
 OP1212. The following values were computed from the NAD 83(2007) position.
 OP1212
 OP1212;                    North         East     Units Scale Factor Converg.
 OP1212;SPC MN S     -   174,081.914   787,276.279   MT  1.00002733   -0 06 38.1
 OP1212;SPC MN S     -   571,133.75  2,582,922.26   sFT  1.00002733   -0 06 38.1
 OP1212;UTM  15      - 4,835,496.115   406,659.716   MT  0.99970716   -0 47 58.0
 OP1212
 OP1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1212!SPC MN S     -   0.99995249  x   1.00002733  =   0.99997982
 OP1212!UTM  15      -   0.99995249  x   0.99970716  =   0.99965967
 OP1212
 OP1212                          SUPERSEDED SURVEY CONTROL
 OP1212
 OP1212  NAD 83(1996)-  43 39 59.79218(N)    094 09 27.90945(W) AD(       ) 1
 OP1212  ELLIP H (02/05/03)  303.032  (m)                       GP(       ) 3 2
 OP1212  NAVD 88 (02/05/03)  331.34   (m)         1087.1    (f) LEVELING    3  
 OP1212
 OP1212.Superseded values are not recommended for survey control.
 OP1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1212.See file dsdata.txt to determine how the superseded data were derived.
 OP1212
 OP1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0665935496(NAD 83)
 OP1212
 OP1212_MARKER: DV = VERTICAL CONTROL DISK
 OP1212_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1212_SP_SET: COPPER-CLAD STEEL ROD
 OP1212_STAMPING: 2280 AE 1980
 OP1212_MARK LOGO: MNDT  
 OP1212_PROJECTION: RECESSED 5 CENTIMETERS
 OP1212_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1212+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OP1212_ROD/PIPE-DEPTH:  9.1 meters
 OP1212
 OP1212  HISTORY     - Date     Condition        Report By
 OP1212  HISTORY     - 1980     MONUMENTED       MNDT
 OP1212  HISTORY     - 19900830 GOOD             NGS
 OP1212  HISTORY     - 19961119 GOOD             MNDT
 OP1212
 OP1212                          STATION DESCRIPTION
 OP1212
 OP1212'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1212'3.65 MI ENE FROM GUCKEEN.
 OP1212'THE MARK IS LOCATED ABOUT 3.5 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1212'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1212'NEAR HIGHWAY 90 MILE POINT 116.8 NEAR THE CENTER OF SECTION 2, T102N,
 OP1212'R28W.  THE MARK IS 98.2 FEET NORTH OF THE WESTBOUND CENTERLINE OF
 OP1212'HIGHWAY 90, 59.8 FEET NORTH-NORTHEAST OF THE NORTH END OF A 24 INCH
 OP1212'CONCRETE CULVERT, 0.9 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.5
 OP1212'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OP1212'VERTICAL CONTROL MARK DISK STAMPED---2280 AE 1980---, IS CRIMPED TO
 OP1212'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25 FOOT LONG COPPER-CLAD
 OP1212'STEEL ROD THAT IS FLUSH WITH THE GROUND.
 OP1212
 OP1212                          STATION RECOVERY (1990)
 OP1212
 OP1212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1212'5.0 KM (3.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1212'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, 1.6 KM (1.0 MI) EAST OF
 OP1212'THE INTERSECTION OF COUNTY ROAD 5, 29.8 M (97.8 FT) NORTH OF THE
 OP1212'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 17.1 M (56.1 FT)
 OP1212'NORTH-NORTHEAST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 1.6 M
 OP1212'(5.2 FT) SOUTHEAST OF A CONCRETE UTILITY POLE WITH LINES CROSSING THE
 OP1212'HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OP1212'FT) SOUTH OF A FENCE, AND 0.25 M (0.82 FT) SOUTH OF A WITNESS POST.
 OP1212'NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OP1212
 OP1212                          STATION RECOVERY (1996)
 OP1212
 OP1212'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1212'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP1212'FAI 90 MP 116.8, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 OP1212'ROD DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1213 ***********************************************************************
 OP1213  DESIGNATION -  2280 AF
 OP1213  PID         -  OP1213
 OP1213  STATE/COUNTY-  MN/FARIBAULT
 OP1213  COUNTRY     -  US
 OP1213  USGS QUAD   -  HUNTLEY (1967)
 OP1213
 OP1213                         *CURRENT SURVEY CONTROL
 OP1213  ______________________________________________________________________
 OP1213* NAD 83(1986) POSITION- 43 39 59.     (N) 094 08 35.     (W)   SCALED    
 OP1213* NAVD 88 ORTHO HEIGHT -   330.854  (meters)    1085.48  (feet) ADJUSTED  
 OP1213  ______________________________________________________________________
 OP1213  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 OP1213  DYNAMIC HEIGHT  -        330.787 (meters)     1085.26  (feet) COMP
 OP1213  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1213
 OP1213  VERT ORDER      -  FIRST     CLASS II
 OP1213
 OP1213.The horizontal coordinates were scaled from a topographic map and have
 OP1213.an estimated accuracy of +/- 6 seconds.
 OP1213.
 OP1213.The orthometric height was determined by differential leveling and
 OP1213.adjusted in June 1991.
 OP1213
 OP1213.WARNING-Repeat measurements at this control monument indicate possible
 OP1213.vertical movement.
 OP1213
 OP1213.The dynamic height is computed by dividing the NAVD 88
 OP1213.geopotential number by the normal gravity value computed on the
 OP1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1213.degrees latitude (g = 980.6199 gals.).
 OP1213
 OP1213.The modeled gravity was interpolated from observed gravity values.
 OP1213
 OP1213;                    North         East    Units  Estimated Accuracy
 OP1213;SPC MN S     -   174,060.      788,460.      MT  (+/- 180 meters Scaled)
 OP1213
 OP1213                          SUPERSEDED SURVEY CONTROL
 OP1213
 OP1213.No superseded survey control is available for this station.
 OP1213
 OP1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ078354(NAD 83)
 OP1213
 OP1213_MARKER: DD = SURVEY DISK
 OP1213_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1213_SP_SET: FOOTING
 OP1213_STAMPING: 2280 AF 1980
 OP1213_MARK LOGO: MNDT  
 OP1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1213+STABILITY: SURFACE MOTION
 OP1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1213+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OP1213
 OP1213  HISTORY     - Date     Condition        Report By
 OP1213  HISTORY     - 1980     MONUMENTED       MNDT
 OP1213  HISTORY     - 19900830 GOOD             NGS
 OP1213
 OP1213                          STATION DESCRIPTION
 OP1213
 OP1213'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1213'3 MI NW FROM BLUE EARTH.
 OP1213'THE MARK IS LOCATED ABOUT 2.4 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1213'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1213'IS NEAR HIGHWAY 90 MILE POINT 117.5 IN THE SW 1/4 OF SECTION 1,
 OP1213'T102N, R28W.  THE MARK IS 122 FEET WEST OF THE NORTH END OF A 24 INCH
 OP1213'CONCRETE CULVERT UNDER HIGHWAY 90, 73.5 FEET NORTH OF AND 6 FEET
 OP1213'LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 90 IN THE NORTH EDGE
 OP1213'OF THE CONCRETE BASE OF THE SOUTH LEG OF A SIGN STATING JCT 1 4,
 OP1213'FAIRMONT 15 AND SOUIX FALLS 130.  THE MARK, A STANDARD MNHD VERTICAL
 OP1213'CONTROL MARK DISK STAMPED---2280 AF 1980---, IS CEMENTED IN A DRILL
 OP1213'HOLE IN THE CONCRETE BASE.
 OP1213
 OP1213                          STATION RECOVERY (1990)
 OP1213
 OP1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1213'3.2 KM (2.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1213'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, IN THE NORTH END OF THE
 OP1213'CONCRETE FOOTING OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN, 22.2
 OP1213'M (72.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OP1213'HIGHWAY, 8.3 M (27.2 FT) SOUTH OF A FENCE, 1.8 M (5.9 FT) BELOW THE
 OP1213'LEVEL OF THE HIGHWAY, AND 0.25 M (0.82 FT) NORTH OF THE SOUTH SIGN
 OP1213'LEG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1214 ***********************************************************************
 OP1214  DESIGNATION -  2280 AG
 OP1214  PID         -  OP1214
 OP1214  STATE/COUNTY-  MN/FARIBAULT
 OP1214  COUNTRY     -  US
 OP1214  USGS QUAD   -  HUNTLEY (1967)
 OP1214
 OP1214                         *CURRENT SURVEY CONTROL
 OP1214  ______________________________________________________________________
 OP1214* NAD 83(2007) POSITION- 43 39 57.61833(N) 094 07 46.61413(W)   ADJUSTED  
 OP1214* NAD 83(2007) ELLIP HT-   300.672 (meters)        (02/10/07)   ADJUSTED
 OP1214* NAD 83(2007) EPOCH   -  2002.00
 OP1214* NAVD 88 ORTHO HEIGHT -   329.060  (meters)    1079.59  (feet) ADJUSTED  
 OP1214  ______________________________________________________________________
 OP1214  NAD 83(2007) X  -   -332,800.449 (meters)                     COMP
 OP1214  NAD 83(2007) Y  - -4,609,396.007 (meters)                     COMP
 OP1214  NAD 83(2007) Z  -  4,381,529.648 (meters)                     COMP
 OP1214  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC09
 OP1214  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 OP1214  DYNAMIC HEIGHT  -        328.993 (meters)     1079.37  (feet) COMP
 OP1214  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1214
 OP1214  VERT ORDER      -  SECOND    CLASS I
 OP1214
 OP1214  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1214  Type                                         Horiz  Ellip  Dist(km)
 OP1214  -------------------------------------------------------------------
 OP1214  NETWORK                                       1.17   1.02
 OP1214  -------------------------------------------------------------------
 OP1214  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.45   1.22      7.35
 OP1214  -------------------------------------------------------------------
 OP1214  NOTE: Click here for information on individual local accuracy
 OP1214  values and other accuracy information.
 OP1214
 OP1214
 OP1214.The horizontal coordinates were established by GPS observations
 OP1214.and adjusted by the National Geodetic Survey in February 2007.
 OP1214
 OP1214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1214.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1214
 OP1214.The horizontal coordinates are valid at the epoch date displayed above
 OP1214.which is a decimal equivalence of Year/Month/Day.
 OP1214
 OP1214.The orthometric height was determined by differential leveling and
 OP1214.adjusted in June 1991.
 OP1214
 OP1214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1214
 OP1214.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1214
 OP1214.The ellipsoidal height was determined by GPS observations
 OP1214.and is referenced to NAD 83.
 OP1214
 OP1214.The dynamic height is computed by dividing the NAVD 88
 OP1214.geopotential number by the normal gravity value computed on the
 OP1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1214.degrees latitude (g = 980.6199 gals.).
 OP1214
 OP1214.The modeled gravity was interpolated from observed gravity values.
 OP1214
 OP1214. The following values were computed from the NAD 83(2007) position.
 OP1214
 OP1214;                    North         East     Units Scale Factor Converg.
 OP1214;SPC MN S     -   174,010.812   789,545.648   MT  1.00002749   -0 05 27.1
 OP1214;SPC MN S     -   570,900.47  2,590,367.68   sFT  1.00002749   -0 05 27.1
 OP1214;UTM  15      - 4,835,397.761   408,927.334   MT  0.99970202   -0 46 48.0
 OP1214
 OP1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1214!SPC MN S     -   0.99995285  x   1.00002749  =   0.99998034
 OP1214!UTM  15      -   0.99995285  x   0.99970202  =   0.99965489
 OP1214
 OP1214                          SUPERSEDED SURVEY CONTROL
 OP1214
 OP1214  NAD 83(1996)-  43 39 57.61777(N)    094 07 46.61372(W) AD(       ) 1
 OP1214  ELLIP H (03/20/03)  300.724  (m)                       GP(       ) 3 2
 OP1214  NAVD 88 (03/20/03)  329.06   (m)         1079.6    (f) LEVELING    3  
 OP1214
 OP1214.Superseded values are not recommended for survey control.
 OP1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1214.See file dsdata.txt to determine how the superseded data were derived.
 OP1214
 OP1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0892735397(NAD 83)
 OP1214
 OP1214_MARKER: DV = VERTICAL CONTROL DISK
 OP1214_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1214_SP_SET: COPPER-CLAD STEEL ROD
 OP1214_STAMPING: 2280 AG 1980
 OP1214_MARK LOGO: MNDT  
 OP1214_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1214+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2010
 OP1214
 OP1214  HISTORY     - Date     Condition        Report By
 OP1214  HISTORY     - 1980     MONUMENTED       MNDT
 OP1214  HISTORY     - 20000518 GOOD             MNDT
 OP1214  HISTORY     - 20100603 GOOD             AEROME
 OP1214
 OP1214                          STATION DESCRIPTION
 OP1214
 OP1214'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1214'2.6 MI NNW FROM BLUE EARTH.
 OP1214'THE MARK IS LOCATED ABOUT 1.7 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1214'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1214'IS NEAR HIGHWAY 90 MILE POINT 118.2 IN THE SE 1/4 OF SECTION 1,
 OP1214'T102N, R28W.  THE MARK IS 165.5 FEET NORTH-NORTHEAST OF AND 8 FEET
 OP1214'LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 90, 163 FEET NORTH OF
 OP1214'THE CENTER OF THE 320 STATION STENCILED IN THE WESTBOUND LANE, 0.8
 OP1214'FOOT SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.9 FOOT SOUTHWEST OF A
 OP1214'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OP1214'DISK STAMPED---2280 AG 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 OP1214'INCH DIAMETER BY 30 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 OP1214'INCHES ABOVE GROUND LEVEL.
 OP1214
 OP1214                          STATION RECOVERY (2000)
 OP1214
 OP1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (PJ)
 OP1214'RECOVERED AS DESCRIBED.
 OP1214
 OP1214                          STATION RECOVERY (2010)
 OP1214
 OP1214'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 OP1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1215 ***********************************************************************
 OP1215  DESIGNATION -  2280 AH
 OP1215  PID         -  OP1215
 OP1215  STATE/COUNTY-  MN/FARIBAULT
 OP1215  COUNTRY     -  US
 OP1215  USGS QUAD   -  BLUE EARTH (1979)
 OP1215
 OP1215                         *CURRENT SURVEY CONTROL
 OP1215  ______________________________________________________________________
 OP1215* NAD 83(1986) POSITION- 43 39 47.6    (N) 094 07 14.3    (W)   HD_HELD2  
 OP1215* NAVD 88 ORTHO HEIGHT -   325.440  (meters)    1067.71  (feet) ADJUSTED  
 OP1215  ______________________________________________________________________
 OP1215  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 OP1215  DYNAMIC HEIGHT  -        325.374 (meters)     1067.50  (feet) COMP
 OP1215  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1215
 OP1215  VERT ORDER      -  FIRST     CLASS II
 OP1215
 OP1215.The horizontal coordinates were established by autonomous hand held GPS
 OP1215.observations and have an estimated accuracy of +/- 10 meters.
 OP1215.
 OP1215.The orthometric height was determined by differential leveling and
 OP1215.adjusted in June 1991.
 OP1215
 OP1215.Photographs are available for this station.
 OP1215
 OP1215.The dynamic height is computed by dividing the NAVD 88
 OP1215.geopotential number by the normal gravity value computed on the
 OP1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1215.degrees latitude (g = 980.6199 gals.).
 OP1215
 OP1215.The modeled gravity was interpolated from observed gravity values.
 OP1215
 OP1215;                    North         East    Units  Estimated Accuracy
 OP1215;SPC MN S     -   173,701.      790,269.      MT  (+/- 10 meters HH2 GPS)
 OP1215
 OP1215                          SUPERSEDED SURVEY CONTROL
 OP1215
 OP1215.No superseded survey control is available for this station.
 OP1215
 OP1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0964635078(NAD 83)
 OP1215
 OP1215_MARKER: DB = BENCH MARK DISK
 OP1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1215_SP_SET: CONCRETE POST
 OP1215_STAMPING: 2280 AH 1980
 OP1215_MARK LOGO: MNDT  
 OP1215_PROJECTION: FLUSH
 OP1215_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OP1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1215+STABILITY: SURFACE MOTION
 OP1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1215+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 OP1215
 OP1215  HISTORY     - Date     Condition        Report By
 OP1215  HISTORY     - 1980     MONUMENTED       MNDT
 OP1215  HISTORY     - 19900830 GOOD             NGS
 OP1215  HISTORY     - 20060518 GOOD             MNDT
 OP1215
 OP1215                          STATION DESCRIPTION
 OP1215
 OP1215'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1215'2 MI NNW FROM BLUE EARTH.
 OP1215'THE MARK IS LOCATED ABOUT 1.25 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1215'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1215'IS NEAR HIGHWAY 90 MILE POINT 118.7 IN THE SW 1/4 OF SECTION 6,
 OP1215'T102N, R27W.  THE MARK IS 102.8 FEET NORTHWEST OF THE NORTHWEST
 OP1215'CORNER OF THE HIGHWAY 90 BRIDGE OVER THE BLUE EARTH RIVER, 101 FEET
 OP1215'NORTH-NORTHEAST OF AND 10 FEET LOWER THAN THE WESTBOUND CENTERLINE OF
 OP1215'HIGHWAY 90, 1.7 FEET EAST OF A R/W MARKER POST, 1.5 FEET EAST OF THE
 OP1215'RIGHT-OF-WAY FENCE CORNER AND 0.6 FOOT SOUTHWEST OF A STEEL WITNESS
 OP1215'POST.  THE MARK, A STANDARD MNHD BENCHMARK DISK STAMPED---2280 AH
 OP1215'1980---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS
 OP1215'1 INCH ABOVE THE SURFACE OF THE GROUND.
 OP1215
 OP1215                          STATION RECOVERY (1990)
 OP1215
 OP1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1215'1.9 KM (1.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1215'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, 35.0 M (114.8 FT)
 OP1215'NORTHWEST OF THE NORTHWEST CORNER OF THE WESTBOUND HIGHWAY BRIDGE
 OP1215'SPANNING THE BLUE EARTH RIVER, 35.2 M (115.5 FT) NORTH OF THE
 OP1215'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.9 M (16.1 FT)
 OP1215'NORTHEAST OF A FENCE, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OP1215'2.0 M (6.6 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OP1215'WITH THE GROUND SURFACE.
 OP1215
 OP1215                          STATION RECOVERY (2006)
 OP1215
 OP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP1215'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4181 ***********************************************************************
 DM4181  DESIGNATION -  2280 AH 1
 DM4181  PID         -  DM4181
 DM4181  STATE/COUNTY-  MN/FARIBAULT
 DM4181  COUNTRY     -  US
 DM4181  USGS QUAD   -  BLUE EARTH (1979)
 DM4181
 DM4181                         *CURRENT SURVEY CONTROL
 DM4181  ______________________________________________________________________
 DM4181* NAD 83(1986) POSITION- 43 39 46.31   (N) 094 07 19.61   (W)   HD_HELD1  
 DM4181* NAVD 88 ORTHO HEIGHT -   330.177  (meters)    1083.26  (feet) ADJUSTED  
 DM4181  ______________________________________________________________________
 DM4181  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4181  DYNAMIC HEIGHT  -        330.110 (meters)     1083.04  (feet) COMP
 DM4181  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 DM4181
 DM4181  VERT ORDER      -  SECOND    CLASS I
 DM4181
 DM4181.The horizontal coordinates were established by differentially corrected
 DM4181.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4181.
 DM4181.The orthometric height was determined by differential leveling and
 DM4181.adjusted in January 2011.
 DM4181
 DM4181.No vertical observational check was made to the station.
 DM4181
 DM4181.The dynamic height is computed by dividing the NAVD 88
 DM4181.geopotential number by the normal gravity value computed on the
 DM4181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4181.degrees latitude (g = 980.6199 gals.).
 DM4181
 DM4181.The modeled gravity was interpolated from observed gravity values.
 DM4181
 DM4181;                    North         East    Units  Estimated Accuracy
 DM4181;SPC MN S     -   173,660.9     790,150.1     MT  (+/- 3 meters HH1 GPS) 
 DM4181
 DM4181                          SUPERSEDED SURVEY CONTROL
 DM4181
 DM4181.No superseded survey control is available for this station.
 DM4181
 DM4181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0952735040(NAD 83)
 DM4181
 DM4181_MARKER: DD = SURVEY DISK
 DM4181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4181_STAMPING: 2280 AH 1 2006
 DM4181_MARK LOGO: MNDT  
 DM4181_PROJECTION: FLUSH
 DM4181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4181+STABILITY: SURFACE MOTION
 DM4181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4181+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4181
 DM4181  HISTORY     - Date     Condition        Report By
 DM4181  HISTORY     - 2006     MONUMENTED       MNDT
 DM4181
 DM4181                          STATION DESCRIPTION
 DM4181
 DM4181'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4181'2.0 MI (3.2 KM) NORTH OF BLUE EARTH, 1.3 MI (2.1 KM) WEST ALONG TRUNK
 DM4181'HIGHWAY 90 FROM THE JUNCTION OF TRUNK HIGHWAY 90 AND TRUNK HIGHWAY
 DM4181'169, AT TRUNK HIGHWAY 90 MILE POINT 118.6.
 DM4181' 
 DM4181'IT IS 198.0 FT (60.4 M) SOUTH OF TRUNK HIGHWAY 90, 54.2 FT (16.5 M)
 DM4181'SOUTH EAST OF ROAD WEATHER INFORMATION SYSTEM TOWER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1216 ***********************************************************************
 OP1216  DESIGNATION -  2280 AJ
 OP1216  PID         -  OP1216
 OP1216  STATE/COUNTY-  MN/FARIBAULT
 OP1216  COUNTRY     -  US
 OP1216  USGS QUAD   -  BLUE EARTH (1979)
 OP1216
 OP1216                         *CURRENT SURVEY CONTROL
 OP1216  ______________________________________________________________________
 OP1216* NAD 83(1986) POSITION- 43 39 43.3    (N) 094 07 06.4    (W)   HD_HELD2  
 OP1216* NAVD 88 ORTHO HEIGHT -   329.188  (meters)    1080.01  (feet) ADJUSTED  
 OP1216  ______________________________________________________________________
 OP1216  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 OP1216  DYNAMIC HEIGHT  -        329.121 (meters)     1079.79  (feet) COMP
 OP1216  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1216
 OP1216  VERT ORDER      -  SECOND    CLASS I
 OP1216
 OP1216.The horizontal coordinates were established by autonomous hand held GPS
 OP1216.observations and have an estimated accuracy of +/- 10 meters.
 OP1216.
 OP1216.The orthometric height was determined by differential leveling and
 OP1216.adjusted in June 1991.
 OP1216
 OP1216.Photographs are available for this station.
 OP1216
 OP1216.The dynamic height is computed by dividing the NAVD 88
 OP1216.geopotential number by the normal gravity value computed on the
 OP1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1216.degrees latitude (g = 980.6199 gals.).
 OP1216
 OP1216.The modeled gravity was interpolated from observed gravity values.
 OP1216
 OP1216;                    North         East    Units  Estimated Accuracy
 OP1216;SPC MN S     -   173,568.      790,446.      MT  (+/- 10 meters HH2 GPS)
 OP1216
 OP1216                          SUPERSEDED SURVEY CONTROL
 OP1216
 OP1216.No superseded survey control is available for this station.
 OP1216
 OP1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0982134943(NAD 83)
 OP1216
 OP1216_MARKER: DB = BENCH MARK DISK
 OP1216_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1216_SP_SET: BRIDGE RAILING
 OP1216_STAMPING: 2280 AJ 1980
 OP1216_MARK LOGO: MNDT  
 OP1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1216+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 OP1216
 OP1216  HISTORY     - Date     Condition        Report By
 OP1216  HISTORY     - 1980     MONUMENTED       MNDT
 OP1216  HISTORY     - 20060518 GOOD             MNDT
 OP1216
 OP1216                          STATION DESCRIPTION
 OP1216
 OP1216'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1216'2 MI NNW FROM BLUE EARTH.
 OP1216'THE MARK IS LOCATED ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1216'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1216'IS NEAR HIGHWAY 90 MILE POINT 118.75 IN THE SW 1/4 OF SECTION 6,
 OP1216'T102N, R27W.  THE MARK IS 18 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OP1216'WESTBOUND CENTERLINE OF HIGHWAY 90 IN THE TOP OF THE EAST END OF THE
 OP1216'SOUTH CONCRETE GUARDRAIL ON BRIDGE NUMBER 22803 CARRYING WESTBOUND
 OP1216'HIGHWAY OVER THE BLUE EARTH RIVER.  THE MARK, A STANDARD MNHD
 OP1216'VERTICAL CONTROL MARK DISK STAMPED---2280 AJ 1980---, IS CEMENTED IN
 OP1216'A DRILL HOLE IN THE GUARDRAIL.
 OP1216
 OP1216                          STATION RECOVERY (2006)
 OP1216
 OP1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP1216'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1217 ***********************************************************************
 OP1217  DESIGNATION -  2280 AK
 OP1217  PID         -  OP1217
 OP1217  STATE/COUNTY-  MN/FARIBAULT
 OP1217  COUNTRY     -  US
 OP1217  USGS QUAD   -  BLUE EARTH (1979)
 OP1217
 OP1217                         *CURRENT SURVEY CONTROL
 OP1217  ______________________________________________________________________
 OP1217* NAD 83(1986) POSITION- 43 39 47.     (N) 094 07 09.     (W)   SCALED    
 OP1217* NAVD 88 ORTHO HEIGHT -   324.437  (meters)    1064.42  (feet) ADJUSTED  
 OP1217  ______________________________________________________________________
 OP1217  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 OP1217  DYNAMIC HEIGHT  -        324.371 (meters)     1064.21  (feet) COMP
 OP1217  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1217
 OP1217  VERT ORDER      -  SECOND    CLASS I
 OP1217
 OP1217.The horizontal coordinates were scaled from a topographic map and have
 OP1217.an estimated accuracy of +/- 6 seconds.
 OP1217.
 OP1217.The orthometric height was determined by differential leveling and
 OP1217.adjusted in June 1991.
 OP1217
 OP1217.The dynamic height is computed by dividing the NAVD 88
 OP1217.geopotential number by the normal gravity value computed on the
 OP1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1217.degrees latitude (g = 980.6199 gals.).
 OP1217
 OP1217.The modeled gravity was interpolated from observed gravity values.
 OP1217
 OP1217;                    North         East    Units  Estimated Accuracy
 OP1217;SPC MN S     -   173,680.      790,390.      MT  (+/- 180 meters Scaled)
 OP1217
 OP1217                          SUPERSEDED SURVEY CONTROL
 OP1217
 OP1217.No superseded survey control is available for this station.
 OP1217
 OP1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ097350(NAD 83)
 OP1217
 OP1217_MARKER: DB = BENCH MARK DISK
 OP1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1217_SP_SET: CONCRETE POST
 OP1217_STAMPING: 2280 AK 1980
 OP1217_MARK LOGO: MNDT  
 OP1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1217+STABILITY: SURFACE MOTION
 OP1217
 OP1217  HISTORY     - Date     Condition        Report By
 OP1217  HISTORY     - 1980     MONUMENTED       MNDT
 OP1217
 OP1217                          STATION DESCRIPTION
 OP1217
 OP1217'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1217'2 MI NNW FROM BLUE EARTH.
 OP1217'THE MARK IS LOCATED ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1217'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1217'IS NEAR HIGHWAY 90 MILE POINT 118.75 IN THE SW 1/4 OF SECTION 6,
 OP1217'T102N, R27W.  THE MARK IS 126 FEET NORTH-NORTHEAST OF AND 15 FEET
 OP1217'LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 90, 113 FEET EAST OF A
 OP1217'FENCE LINE ALONG THE EAST BANK OF THE BLUE EARTH RIVER, 11 FEET SOUTH
 OP1217'OF A 12 INCH OAK TREE, 19 FEET NORTHEAST OF AN 8 INCH LINDEN TREE AND
 OP1217'0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OP1217'BENCH MARK DISK STAMPED---2280 AK 1980---, IS SET IN THE TOP OF A
 OP1217'MAGNETIC CONCRETE POST THAT PROJECTS 5 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1218 ***********************************************************************
 OP1218  DESIGNATION -  2280 AL
 OP1218  PID         -  OP1218
 OP1218  STATE/COUNTY-  MN/FARIBAULT
 OP1218  COUNTRY     -  US
 OP1218  USGS QUAD   -  BLUE EARTH (1979)
 OP1218
 OP1218                         *CURRENT SURVEY CONTROL
 OP1218  ______________________________________________________________________
 OP1218* NAD 83(1986) POSITION- 43 39 37.7    (N) 094 07 06.0    (W)   HD_HELD2  
 OP1218* NAVD 88 ORTHO HEIGHT -   328.997  (meters)    1079.38  (feet) ADJUSTED  
 OP1218  ______________________________________________________________________
 OP1218  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 OP1218  DYNAMIC HEIGHT  -        328.930 (meters)     1079.16  (feet) COMP
 OP1218  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1218
 OP1218  VERT ORDER      -  SECOND    CLASS I
 OP1218
 OP1218.The horizontal coordinates were established by autonomous hand held GPS
 OP1218.observations and have an estimated accuracy of +/- 10 meters.
 OP1218.
 OP1218.The orthometric height was determined by differential leveling and
 OP1218.adjusted in June 1991.
 OP1218
 OP1218.Photographs are available for this station.
 OP1218
 OP1218.The dynamic height is computed by dividing the NAVD 88
 OP1218.geopotential number by the normal gravity value computed on the
 OP1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1218.degrees latitude (g = 980.6199 gals.).
 OP1218
 OP1218.The modeled gravity was interpolated from observed gravity values.
 OP1218
 OP1218;                    North         East    Units  Estimated Accuracy
 OP1218;SPC MN S     -   173,395.      790,455.      MT  (+/- 10 meters HH2 GPS)
 OP1218
 OP1218                          SUPERSEDED SURVEY CONTROL
 OP1218
 OP1218.No superseded survey control is available for this station.
 OP1218
 OP1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0982834770(NAD 83)
 OP1218
 OP1218_MARKER: DB = BENCH MARK DISK
 OP1218_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1218_SP_SET: BRIDGE RAILING
 OP1218_STAMPING: 2280 AL 1980
 OP1218_MARK LOGO: MNDT  
 OP1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1218+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 OP1218
 OP1218  HISTORY     - Date     Condition        Report By
 OP1218  HISTORY     - 1980     MONUMENTED       MNDT
 OP1218  HISTORY     - 20060518 GOOD             MNDT
 OP1218
 OP1218                          STATION DESCRIPTION
 OP1218
 OP1218'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1218'1.8 MI NNW FROM BLUE EARTH.
 OP1218'THE MARK IS LOCATED ABOUT 1.1 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1218'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1218'IS NEAR HIGHWAY 90 MILE POINT 118.8 IN SW 1/4 OF SECTION 6, T102N,
 OP1218'R27W.  THE MARK IS 24 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OP1218'EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE TOP OF THE EAST END OF THE
 OP1218'SOUTH CONCRETE GUARDRAIL ON BRIDGE NUMBER 22804 CARRYING EASTBOUND
 OP1218'HIGHWAY 90 OVER THE BLUE EARTH RIVER.  THE MARK, A STANDARD MNHD
 OP1218'VERTICAL CONTROL MARK DISK STAMPED---2280 AL 1980---, IS CEMENTED IN
 OP1218'A DRILL HOLE IN THE GUARDRAIL.
 OP1218
 OP1218                          STATION RECOVERY (2006)
 OP1218
 OP1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP1218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1219 ***********************************************************************
 OP1219  DESIGNATION -  2280 AM
 OP1219  PID         -  OP1219
 OP1219  STATE/COUNTY-  MN/FARIBAULT
 OP1219  COUNTRY     -  US
 OP1219  USGS QUAD   -  BLUE EARTH (1979)
 OP1219
 OP1219                         *CURRENT SURVEY CONTROL
 OP1219  ______________________________________________________________________
 OP1219* NAD 83(1986) POSITION- 43 39 34.     (N) 094 06 59.     (W)   SCALED    
 OP1219* NAVD 88 ORTHO HEIGHT -   330.575  (meters)    1084.56  (feet) ADJUSTED  
 OP1219  ______________________________________________________________________
 OP1219  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 OP1219  DYNAMIC HEIGHT  -        330.508 (meters)     1084.34  (feet) COMP
 OP1219  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1219
 OP1219  VERT ORDER      -  SECOND    CLASS I
 OP1219
 OP1219.The horizontal coordinates were scaled from a topographic map and have
 OP1219.an estimated accuracy of +/- 6 seconds.
 OP1219.
 OP1219.The orthometric height was determined by differential leveling and
 OP1219.adjusted in June 1991.
 OP1219
 OP1219.The dynamic height is computed by dividing the NAVD 88
 OP1219.geopotential number by the normal gravity value computed on the
 OP1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1219.degrees latitude (g = 980.6199 gals.).
 OP1219
 OP1219.The modeled gravity was interpolated from observed gravity values.
 OP1219
 OP1219;                    North         East    Units  Estimated Accuracy
 OP1219;SPC MN S     -   173,280.      790,610.      MT  (+/- 180 meters Scaled)
 OP1219
 OP1219                          SUPERSEDED SURVEY CONTROL
 OP1219
 OP1219.No superseded survey control is available for this station.
 OP1219
 OP1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ099346(NAD 83)
 OP1219
 OP1219_MARKER: DB = BENCH MARK DISK
 OP1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1219_SP_SET: CONCRETE POST
 OP1219_STAMPING: 2280 AM 1980
 OP1219_MARK LOGO: MNDT  
 OP1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1219+STABILITY: SURFACE MOTION
 OP1219
 OP1219  HISTORY     - Date     Condition        Report By
 OP1219  HISTORY     - 1980     MONUMENTED       MNDT
 OP1219
 OP1219                          STATION DESCRIPTION
 OP1219
 OP1219'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1219'1.6 MI NNW FROM BLUE EARTH.
 OP1219'THE MARK IS LOCATED ABOUT 1 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP1219'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1219'IS NEAR HIGHWAY 90 MILE POINT 118.9 IN THE SE 1/4 OF SECTION 6,
 OP1219'T102N, R27W, NEAR THE WEST END OF THE EASTBOUND REST AREA ON THE
 OP1219'NORTH END OF THE WOODS.  THE MARK IS ABOUT 0.1 MILE SOUTH OF
 OP1219'EASTBOUND HIGHWAY 90, 109 FEET SOUTH-SOUTHEAST OF A R/W SIGN, 75.5
 OP1219'FEET SOUTH OF A LIGHT POLE, 57.8 FEET WEST-SOUTHWEST OF AND 2 FEET
 OP1219'HIGHER THAN THE EAST EDGE OF THE WEST CURB OF THE ROADWAY LEADING TO
 OP1219'THE AUTOMOBILE PARKING AREA, 47 FEET SOUTH OF THE CENTER OF THE TRAIL
 OP1219'LEADING WEST TO THE RIVER AND 0.6 FOOT NORTHEAST OF A STEEL WITNESS
 OP1219'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 AM
 OP1219'1980---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS
 OP1219'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1220 ***********************************************************************
 OP1220  DESIGNATION -  2280 AN
 OP1220  PID         -  OP1220
 OP1220  STATE/COUNTY-  MN/FARIBAULT
 OP1220  COUNTRY     -  US
 OP1220  USGS QUAD   -  BLUE EARTH (1979)
 OP1220
 OP1220                         *CURRENT SURVEY CONTROL
 OP1220  ______________________________________________________________________
 OP1220* NAD 83(1986) POSITION- 43 39 33.     (N) 094 06 29.     (W)   SCALED    
 OP1220* NAVD 88 ORTHO HEIGHT -   327.449  (meters)    1074.31  (feet) ADJUSTED  
 OP1220  ______________________________________________________________________
 OP1220  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 OP1220  DYNAMIC HEIGHT  -        327.383 (meters)     1074.09  (feet) COMP
 OP1220  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1220
 OP1220  VERT ORDER      -  SECOND    CLASS I
 OP1220
 OP1220.The horizontal coordinates were scaled from a topographic map and have
 OP1220.an estimated accuracy of +/- 6 seconds.
 OP1220.
 OP1220.The orthometric height was determined by differential leveling and
 OP1220.adjusted in June 1991.
 OP1220
 OP1220.The dynamic height is computed by dividing the NAVD 88
 OP1220.geopotential number by the normal gravity value computed on the
 OP1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1220.degrees latitude (g = 980.6199 gals.).
 OP1220
 OP1220.The modeled gravity was interpolated from observed gravity values.
 OP1220
 OP1220;                    North         East    Units  Estimated Accuracy
 OP1220;SPC MN S     -   173,250.      791,280.      MT  (+/- 180 meters Scaled)
 OP1220
 OP1220                          SUPERSEDED SURVEY CONTROL
 OP1220
 OP1220.No superseded survey control is available for this station.
 OP1220
 OP1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ106346(NAD 83)
 OP1220
 OP1220_MARKER: DB = BENCH MARK DISK
 OP1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1220_SP_SET: CONCRETE POST
 OP1220_STAMPING: 2280 AN 1980
 OP1220_MARK LOGO: MNDT  
 OP1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1220+STABILITY: SURFACE MOTION
 OP1220
 OP1220  HISTORY     - Date     Condition        Report By
 OP1220  HISTORY     - 1980     MONUMENTED       MNDT
 OP1220
 OP1220                          STATION DESCRIPTION
 OP1220
 OP1220'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1220'1.4 MI NORTH FROM BLUE EARTH.
 OP1220'THE MARK IS LOCATED ABOUT 0.5 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP1220'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 AND IS NEAR HIGHWAY 90 MILE
 OP1220'POINT 119.4 IN THE NE 1/4 OF SECTION 7, T102N, R27W.  THE MARK IS 180
 OP1220'FEET SOUTH OF AND 6 FEET HIGHER THAN THE EASTBOUND HIGHWAY 90
 OP1220'CENTERLINE, 144.5 FEET SOUTH-SOUTHWEST OF LIGHT POLE NUMBER C39A AR
 OP1220'15 AND 0.4 FOOT NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 OP1220'STANDARD MNHD BENCH MARK DISK STAMPED---2280 AN 1980---, IS SET IN
 OP1220'THE TOP OF A MAGNETIC CONCRETE POST PROJECTING 1 INCH ABOVE GROUND
 OP1220'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1221 ***********************************************************************
 OP1221  DESIGNATION -  2280 AP
 OP1221  PID         -  OP1221
 OP1221  STATE/COUNTY-  MN/FARIBAULT
 OP1221  COUNTRY     -  US
 OP1221  USGS QUAD   -  BLUE EARTH (1979)
 OP1221
 OP1221                         *CURRENT SURVEY CONTROL
 OP1221  ______________________________________________________________________
 OP1221* NAD 83(1986) POSITION- 43 39 33.     (N) 094 06 17.     (W)   SCALED    
 OP1221* NAVD 88 ORTHO HEIGHT -   332.395  (meters)    1090.53  (feet) ADJUSTED  
 OP1221  ______________________________________________________________________
 OP1221  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 OP1221  DYNAMIC HEIGHT  -        332.327 (meters)     1090.31  (feet) COMP
 OP1221  MODELED GRAVITY -    980,406.4   (mgal)                       NAVD 88
 OP1221
 OP1221  VERT ORDER      -  SECOND    CLASS I
 OP1221
 OP1221.The horizontal coordinates were scaled from a topographic map and have
 OP1221.an estimated accuracy of +/- 6 seconds.
 OP1221.
 OP1221.The orthometric height was determined by differential leveling and
 OP1221.adjusted in June 1991.
 OP1221
 OP1221.The dynamic height is computed by dividing the NAVD 88
 OP1221.geopotential number by the normal gravity value computed on the
 OP1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1221.degrees latitude (g = 980.6199 gals.).
 OP1221
 OP1221.The modeled gravity was interpolated from observed gravity values.
 OP1221
 OP1221;                    North         East    Units  Estimated Accuracy
 OP1221;SPC MN S     -   173,250.      791,550.      MT  (+/- 180 meters Scaled)
 OP1221
 OP1221                          SUPERSEDED SURVEY CONTROL
 OP1221
 OP1221.No superseded survey control is available for this station.
 OP1221
 OP1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ109346(NAD 83)
 OP1221
 OP1221_MARKER: DB = BENCH MARK DISK
 OP1221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1221_SP_SET: CONCRETE BRIDGE GUARDRAIL
 OP1221_STAMPING: 2280 AP 1980
 OP1221_MARK LOGO: MNDT  
 OP1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1221
 OP1221  HISTORY     - Date     Condition        Report By
 OP1221  HISTORY     - 1980     MONUMENTED       MNDT
 OP1221
 OP1221                          STATION DESCRIPTION
 OP1221
 OP1221'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1221'1.4 MI NORTH FROM BLUE EARTH.
 OP1221'THE MARK IS LOCATED ABOUT 0.4 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP1221'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1221'IS NEAR HIGHWAY90 MILE POINT 119.55 IN THE NW 1/4 OF SECTION 8,
 OP1221'T102N, R27W, AND AT THE COUNTY ROAD 6 BRIDGE OVER HIGHWAY 90.  THE
 OP1221'MARK IS 19.5 FEET NORTHEAST OF AND 3 FEET HIGHER THAN THE CENTERLINE
 OP1221'OF COUNTY ROAD 6 IN THE SOUTHEAST END OF THE GUARDRAIL ON THE
 OP1221'NORTHEAST SIDE OF THE BRIDGE.  THE MARK, A STANDARD MNHD BENCH MARK
 OP1221'DISK STAMPED---2280 AP 1980---, IS SET IN A DRILL HOLE IN THE TOP OF
 OP1221'THE GUARDRAIL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1225 ***********************************************************************
 OP1225  DESIGNATION -  2280 AQ
 OP1225  PID         -  OP1225
 OP1225  STATE/COUNTY-  MN/FARIBAULT
 OP1225  COUNTRY     -  US
 OP1225  USGS QUAD   -  BLUE EARTH (1979)
 OP1225
 OP1225                         *CURRENT SURVEY CONTROL
 OP1225  ______________________________________________________________________
 OP1225* NAD 83(1986) POSITION- 43 39 32.     (N) 094 05 52.     (W)   SCALED    
 OP1225* NAVD 88 ORTHO HEIGHT -   326.465  (meters)    1071.08  (feet) ADJUSTED  
 OP1225  ______________________________________________________________________
 OP1225  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1225  DYNAMIC HEIGHT  -        326.398 (meters)     1070.86  (feet) COMP
 OP1225  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1225
 OP1225  VERT ORDER      -  SECOND    CLASS I
 OP1225
 OP1225.The horizontal coordinates were scaled from a topographic map and have
 OP1225.an estimated accuracy of +/- 6 seconds.
 OP1225.
 OP1225.The orthometric height was determined by differential leveling and
 OP1225.adjusted in June 1991.
 OP1225
 OP1225.The dynamic height is computed by dividing the NAVD 88
 OP1225.geopotential number by the normal gravity value computed on the
 OP1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1225.degrees latitude (g = 980.6199 gals.).
 OP1225
 OP1225.The modeled gravity was interpolated from observed gravity values.
 OP1225
 OP1225;                    North         East    Units  Estimated Accuracy
 OP1225;SPC MN S     -   173,220.      792,110.      MT  (+/- 180 meters Scaled)
 OP1225
 OP1225                          SUPERSEDED SURVEY CONTROL
 OP1225
 OP1225.No superseded survey control is available for this station.
 OP1225
 OP1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ114345(NAD 83)
 OP1225
 OP1225_MARKER: DB = BENCH MARK DISK
 OP1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1225_SP_SET: CONCRETE POST
 OP1225_STAMPING: 2280 AQ 1980
 OP1225_MARK LOGO: MNDT  
 OP1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1225+STABILITY: SURFACE MOTION
 OP1225
 OP1225  HISTORY     - Date     Condition        Report By
 OP1225  HISTORY     - 1980     MONUMENTED       MNDT
 OP1225
 OP1225                          STATION DESCRIPTION
 OP1225
 OP1225'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1225'1.4 MI NORTH FROM BLUE EARTH.
 OP1225'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1225'TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND IN THE NW 1/4 OF
 OP1225'SECTION 8, T102N, R27W.  THE MARK IS 174 FEET SOUTH OF THE CENTER OF
 OP1225'THE EXIT RAMP FROM EASTBOUND HIGHWAY 90, 164.5 FEET WEST-SOUTHWEST OF
 OP1225'THE SOUTHBOUND CENTERLINE OF HIGHWAY 169, 154.5 FEET SOUTH-SOUTHWEST
 OP1225'OF THE SOUTH END OF A 36 INCH CONCRETE CULVERT UNDER THE EXIT RAMP,
 OP1225'83.4 FEET WEST OF A TELEPHONE PEDESTAL, 75.5 FEET WEST OF A
 OP1225'RIGHT-OF-WAY FENCE CORNER, 0.8 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE
 OP1225'AND 0.6 FOOT NORTHEAST OF A STEEL R/W AND WITNESS POST.  THE MARK, A
 OP1225'STANDARD MNHD BENCH MARK DISK STAMPED---2280 AQ 1980---, IS SET IN
 OP1225'THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 OP1225'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1224 ***********************************************************************
 OP1224  DESIGNATION -  2280 AR
 OP1224  PID         -  OP1224
 OP1224  STATE/COUNTY-  MN/FARIBAULT
 OP1224  COUNTRY     -  US
 OP1224  USGS QUAD   -  BLUE EARTH (1979)
 OP1224
 OP1224                         *CURRENT SURVEY CONTROL
 OP1224  ______________________________________________________________________
 OP1224* NAD 83(1986) POSITION- 43 39 32.     (N) 094 05 49.     (W)   SCALED    
 OP1224* NAVD 88 ORTHO HEIGHT -   326.336  (meters)    1070.65  (feet) ADJUSTED  
 OP1224  ______________________________________________________________________
 OP1224  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1224  DYNAMIC HEIGHT  -        326.270 (meters)     1070.44  (feet) COMP
 OP1224  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 OP1224
 OP1224  VERT ORDER      -  SECOND    CLASS I
 OP1224
 OP1224.The horizontal coordinates were scaled from a topographic map and have
 OP1224.an estimated accuracy of +/- 6 seconds.
 OP1224.
 OP1224.The orthometric height was determined by differential leveling and
 OP1224.adjusted in June 1991.
 OP1224
 OP1224.The dynamic height is computed by dividing the NAVD 88
 OP1224.geopotential number by the normal gravity value computed on the
 OP1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1224.degrees latitude (g = 980.6199 gals.).
 OP1224
 OP1224.The modeled gravity was interpolated from observed gravity values.
 OP1224
 OP1224;                    North         East    Units  Estimated Accuracy
 OP1224;SPC MN S     -   173,220.      792,180.      MT  (+/- 180 meters Scaled)
 OP1224
 OP1224                          SUPERSEDED SURVEY CONTROL
 OP1224
 OP1224.No superseded survey control is available for this station.
 OP1224
 OP1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ115345(NAD 83)
 OP1224
 OP1224_MARKER: DB = BENCH MARK DISK
 OP1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1224_SP_SET: CONCRETE POST
 OP1224_STAMPING: 2280 AR 1980
 OP1224_MARK LOGO: MNDT  
 OP1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1224+STABILITY: SURFACE MOTION
 OP1224
 OP1224  HISTORY     - Date     Condition        Report By
 OP1224  HISTORY     - 1980     MONUMENTED       MNDT
 OP1224
 OP1224                          STATION DESCRIPTION
 OP1224
 OP1224'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1224'1.4 MI NORTH FROM BLUE EARTH.
 OP1224'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1224'TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND IN THE NE 1/4 OF
 OP1224'SECTION 8, T102N, R27W.  THE MARK IS 169 FEET SOUTH OF THE CENTER OF
 OP1224'THE ENTRANCE RAMP TO HIGHWAY 90, 131.6 FEET SOUTH-SOUTHEAST OF THE
 OP1224'SOUTH END OF THE 36 INCH CONCRETE CULVERT UNDER THE RAMP, 98 FEET
 OP1224'EAST OF THE NORTHBOUND CENTERLINE OF HIGHWAY 169, 42.4 FEET NORTH OF
 OP1224'A POWER RISER POLE, 12 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 OP1224'CONCRETE BASE OF AN ELECTRICAL CONTROL BOX, 1 FOOT WEST OF A
 OP1224'RIGHT-OF-WAY FENCE CORNER AND 0.7 FOOT NORTHWEST OF A STEEL WITNESS
 OP1224'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 AR
 OP1224'1980---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS
 OP1224'1 INCH ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1223 ***********************************************************************
 OP1223  DESIGNATION -  2280 AS
 OP1223  PID         -  OP1223
 OP1223  STATE/COUNTY-  MN/FARIBAULT
 OP1223  COUNTRY     -  US
 OP1223  USGS QUAD   -  BLUE EARTH (1979)
 OP1223
 OP1223                         *CURRENT SURVEY CONTROL
 OP1223  ______________________________________________________________________
 OP1223* NAD 83(1986) POSITION- 43 39 35.4    (N) 094 05 48.3    (W)   HD_HELD2  
 OP1223* NAVD 88 ORTHO HEIGHT -   334.610  (meters)    1097.80  (feet) ADJUSTED  
 OP1223  ______________________________________________________________________
 OP1223  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1223  DYNAMIC HEIGHT  -        334.542 (meters)     1097.58  (feet) COMP
 OP1223  MODELED GRAVITY -    980,406.2   (mgal)                       NAVD 88
 OP1223
 OP1223  VERT ORDER      -  SECOND    CLASS I
 OP1223
 OP1223.The horizontal coordinates were established by autonomous hand held GPS
 OP1223.observations and have an estimated accuracy of +/- 10 meters.
 OP1223.
 OP1223.The orthometric height was determined by differential leveling and
 OP1223.adjusted in June 2008.
 OP1223
 OP1223.Photographs are available for this station.
 OP1223
 OP1223.The dynamic height is computed by dividing the NAVD 88
 OP1223.geopotential number by the normal gravity value computed on the
 OP1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1223.degrees latitude (g = 980.6199 gals.).
 OP1223
 OP1223.The modeled gravity was interpolated from observed gravity values.
 OP1223
 OP1223;                    North         East    Units  Estimated Accuracy
 OP1223;SPC MN S     -   173,321.      792,196.      MT  (+/- 10 meters HH2 GPS)
 OP1223
 OP1223                          SUPERSEDED SURVEY CONTROL
 OP1223
 OP1223  NAVD 88 (06/15/91)  334.638  (m)         1097.89   (f) SUPERSEDED  2 1
 OP1223
 OP1223.Superseded values are not recommended for survey control.
 OP1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1223.See file dsdata.txt to determine how the superseded data were derived.
 OP1223
 OP1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1156734676(NAD 83)
 OP1223
 OP1223_MARKER: DV = VERTICAL CONTROL DISK
 OP1223_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1223_SP_SET: BRIDGE GUARDRAIL
 OP1223_STAMPING: 2280 AS 1980
 OP1223_MARK LOGO: MNDT  
 OP1223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1223+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 OP1223
 OP1223  HISTORY     - Date     Condition        Report By
 OP1223  HISTORY     - 1980     MONUMENTED       MNDT
 OP1223  HISTORY     - 20051011 GOOD             MNDT
 OP1223
 OP1223                          STATION DESCRIPTION
 OP1223
 OP1223'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1223'1.4 MI NORTH FROM BLUE EARTH.
 OP1223'THE MARK IS LOCATED IN BRIDGE NUMBER 22826 CARRYING INTERSTATE
 OP1223'HIGHWAY 90 OVER TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND IS
 OP1223'NEAR HIGHWAY 90 MILE POINT 120 IN THE SE 1/4 OF SECTION 5, T102N,
 OP1223'R27W.  THE MARK IS 24.5 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OP1223'EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE TOP OF THE EAST END OF THE
 OP1223'SOUTH CONCRETE GUARDRAIL IN THE SOUTHEAST CORNER OF THE BRIDGE.  THE
 OP1223'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 AS
 OP1223'1980---, IS CEMENTED IN A DRILL HOLE IN THE GUARDRAIL.
 OP1223
 OP1223                          STATION RECOVERY (2005)
 OP1223
 OP1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP1223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1222 ***********************************************************************
 OP1222  DESIGNATION -  2280 AT
 OP1222  PID         -  OP1222
 OP1222  STATE/COUNTY-  MN/FARIBAULT
 OP1222  COUNTRY     -  US
 OP1222  USGS QUAD   -  BLUE EARTH (1979)
 OP1222
 OP1222                         *CURRENT SURVEY CONTROL
 OP1222  ______________________________________________________________________
 OP1222* NAD 83(1986) POSITION- 43 39 36.3    (N) 094 05 48.7    (W)   HD_HELD2  
 OP1222* NAVD 88 ORTHO HEIGHT -   334.652  (meters)    1097.94  (feet) ADJUSTED  
 OP1222  ______________________________________________________________________
 OP1222  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 OP1222  DYNAMIC HEIGHT  -        334.584 (meters)     1097.71  (feet) COMP
 OP1222  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 OP1222
 OP1222  VERT ORDER      -  SECOND    CLASS I
 OP1222
 OP1222.The horizontal coordinates were established by autonomous hand held GPS
 OP1222.observations and have an estimated accuracy of +/- 10 meters.
 OP1222.
 OP1222.The orthometric height was determined by differential leveling and
 OP1222.adjusted in June 2008.
 OP1222
 OP1222.No vertical observational check was made to the station.
 OP1222
 OP1222.Photographs are available for this station.
 OP1222
 OP1222.The dynamic height is computed by dividing the NAVD 88
 OP1222.geopotential number by the normal gravity value computed on the
 OP1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1222.degrees latitude (g = 980.6199 gals.).
 OP1222
 OP1222.The modeled gravity was interpolated from observed gravity values.
 OP1222
 OP1222;                    North         East    Units  Estimated Accuracy
 OP1222;SPC MN S     -   173,349.      792,187.      MT  (+/- 10 meters HH2 GPS)
 OP1222
 OP1222                          SUPERSEDED SURVEY CONTROL
 OP1222
 OP1222  NAVD 88 (06/15/91)  334.670  (m)         1098.00   (f) SUPERSEDED  2 1
 OP1222
 OP1222.Superseded values are not recommended for survey control.
 OP1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1222.See file dsdata.txt to determine how the superseded data were derived.
 OP1222
 OP1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1155934704(NAD 83)
 OP1222
 OP1222_MARKER: DV = VERTICAL CONTROL DISK
 OP1222_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP1222_SP_SET: BRIDGE GUARDRAIL
 OP1222_STAMPING: 2280 AT 1980
 OP1222_MARK LOGO: MNDT  
 OP1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1222+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 OP1222
 OP1222  HISTORY     - Date     Condition        Report By
 OP1222  HISTORY     - 1980     MONUMENTED       MNDT
 OP1222  HISTORY     - 20051010 GOOD             MNDT
 OP1222
 OP1222                          STATION DESCRIPTION
 OP1222
 OP1222'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1222'1.4 MI NORTH FROM BLUE EARTH.
 OP1222'THE MARK IS LOCATED IN BRIDGE NUMBER 22825 CARRYING INTERSTATE
 OP1222'HIGHWAY 90 OVER TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND IS
 OP1222'NEAR HIGHWAY 90 MILE POINT 120 IN THE SE 1/4 OF SECTION 5, T102N,
 OP1222'R27W.  THE MARK IS 19 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OP1222'WESTBOUND CENTERLINE OF INTERSTATE HIGHWAY 90 IN THE TOP OF THE EAST
 OP1222'END OF THE SOUTH CONCRETE GUARDRAIL IN THE SOUTHEAST CORNER OF THE
 OP1222'BRIDGE.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1222'STAMPED---2280 AT 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OP1222'GUARDRAIL.
 OP1222
 OP1222                          STATION RECOVERY (2005)
 OP1222
 OP1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP1222'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1251 ***********************************************************************
 OP1251  DESIGNATION -  2280 AU
 OP1251  PID         -  OP1251
 OP1251  STATE/COUNTY-  MN/FARIBAULT
 OP1251  COUNTRY     -  US
 OP1251  USGS QUAD   -  BLUE EARTH (1979)
 OP1251
 OP1251                         *CURRENT SURVEY CONTROL
 OP1251  ______________________________________________________________________
 OP1251* NAD 83(2007) POSITION- 43 39 28.10866(N) 094 04 51.34562(W)   ADJUSTED  
 OP1251* NAD 83(2007) ELLIP HT-   301.662 (meters)        (02/10/07)   ADJUSTED
 OP1251* NAD 83(2007) EPOCH   -  2002.00
 OP1251* NAVD 88 ORTHO HEIGHT -   330.111  (meters)    1083.04  (feet) ADJUSTED  
 OP1251  ______________________________________________________________________
 OP1251  NAD 83(2007) X  -   -328,928.407 (meters)                     COMP
 OP1251  NAD 83(2007) Y  - -4,610,305.064 (meters)                     COMP
 OP1251  NAD 83(2007) Z  -  4,380,871.441 (meters)                     COMP
 OP1251  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC09
 OP1251  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 OP1251  DYNAMIC HEIGHT  -        330.044 (meters)     1082.82  (feet) COMP
 OP1251  MODELED GRAVITY -    980,405.7   (mgal)                       NAVD 88
 OP1251
 OP1251  VERT ORDER      -  SECOND    CLASS I
 OP1251
 OP1251  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1251  Type                                         Horiz  Ellip  Dist(km)
 OP1251  -------------------------------------------------------------------
 OP1251  NETWORK                                       0.62   0.53
 OP1251  -------------------------------------------------------------------
 OP1251  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.37      2.77
 OP1251  -------------------------------------------------------------------
 OP1251  NOTE: Click here for information on individual local accuracy
 OP1251  values and other accuracy information.
 OP1251
 OP1251
 OP1251.The horizontal coordinates were established by GPS observations
 OP1251.and adjusted by the National Geodetic Survey in February 2007.
 OP1251
 OP1251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1251.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1251
 OP1251.The horizontal coordinates are valid at the epoch date displayed above
 OP1251.which is a decimal equivalence of Year/Month/Day.
 OP1251
 OP1251.The orthometric height was determined by differential leveling and
 OP1251.adjusted in June 1991.
 OP1251
 OP1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1251
 OP1251.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1251
 OP1251.The ellipsoidal height was determined by GPS observations
 OP1251.and is referenced to NAD 83.
 OP1251
 OP1251.The dynamic height is computed by dividing the NAVD 88
 OP1251.geopotential number by the normal gravity value computed on the
 OP1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1251.degrees latitude (g = 980.6199 gals.).
 OP1251
 OP1251.The modeled gravity was interpolated from observed gravity values.
 OP1251
 OP1251. The following values were computed from the NAD 83(2007) position.
 OP1251
 OP1251;                    North         East     Units Scale Factor Converg.
 OP1251;SPC MN S     -   173,094.982   793,471.584   MT  1.00002956   -0 03 24.2
 OP1251;SPC MN S     -   567,895.79  2,603,248.02   sFT  1.00002956   -0 03 24.2
 OP1251;UTM  15      - 4,834,435.083   412,840.673   MT  0.99969344   -0 44 46.6
 OP1251
 OP1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1251!SPC MN S     -   0.99995270  x   1.00002956  =   0.99998226
 OP1251!UTM  15      -   0.99995270  x   0.99969344  =   0.99964615
 OP1251
 OP1251                          SUPERSEDED SURVEY CONTROL
 OP1251
 OP1251  NAD 83(1996)-  43 39 28.10797(N)    094 04 51.34507(W) AD(       ) 1
 OP1251  ELLIP H (02/05/03)  301.717  (m)                       GP(       ) 3 2
 OP1251  NAVD 88 (02/05/03)  330.11   (m)         1083.0    (f) LEVELING    3  
 OP1251
 OP1251.Superseded values are not recommended for survey control.
 OP1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1251.See file dsdata.txt to determine how the superseded data were derived.
 OP1251
 OP1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1284034435(NAD 83)
 OP1251
 OP1251_MARKER: DV = VERTICAL CONTROL DISK
 OP1251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1251_SP_SET: COPPER-CLAD STEEL ROD
 OP1251_STAMPING: 2280 AU 1980
 OP1251_MARK LOGO: MNDT  
 OP1251_PROJECTION: FLUSH
 OP1251_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1251+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OP1251_ROD/PIPE-DEPTH:  7.3 meters
 OP1251
 OP1251  HISTORY     - Date     Condition        Report By
 OP1251  HISTORY     - 1980     MONUMENTED       MNDT
 OP1251  HISTORY     - 19961119 GOOD             MNDT
 OP1251
 OP1251                          STATION DESCRIPTION
 OP1251
 OP1251'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1251'1.6 MI NNE FROM BLUE EARTH.
 OP1251'THE MARK IS LOCATED ABOUT 0.8 MILE EAST ALONG INTERSTATE HIGHWAY 90
 OP1251'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1251'IS NEAR HIGHWAY 90 MILE POINT 120.7 IN THE NW 1/4 OF SECTION 9,
 OP1251'T102N, R27W.  THE MARK IS ABOUT 350 FEET WEST OF AN EASTBOUND HIGHWAY
 OP1251'90 SIGN STATING JCT 254 17 8, JCT 22 18 AND ALBERT LEA 34, 98 FEET
 OP1251'SOUTH OF AND ABOUT LEVEL WITH THE EASTBOUND HIGHWAY 90 CENTERLINE,
 OP1251'89.9 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE STATION STENCIL 455 IN
 OP1251'THE EASTBOUND CONCRETE ROADWAY AND 0.6 FEET NORTH OF A STEEL WITNESS
 OP1251'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP1251'STAMPED---2280 AU 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OP1251'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 OP1251'GROUND.
 OP1251
 OP1251                          STATION RECOVERY (1996)
 OP1251
 OP1251'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1251'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP1251'FAI 90 MP 120.8, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS
 OP1251'24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1252 ***********************************************************************
 OP1252  DESIGNATION -  2280 AV
 OP1252  PID         -  OP1252
 OP1252  STATE/COUNTY-  MN/FARIBAULT
 OP1252  COUNTRY     -  US
 OP1252  USGS QUAD   -  BLUE EARTH (1979)
 OP1252
 OP1252                         *CURRENT SURVEY CONTROL
 OP1252  ______________________________________________________________________
 OP1252* NAD 83(1986) POSITION- 43 39 12.     (N) 094 04 04.     (W)   SCALED    
 OP1252* NAVD 88 ORTHO HEIGHT -   338.282  (meters)    1109.85  (feet) ADJUSTED  
 OP1252  ______________________________________________________________________
 OP1252  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 OP1252  DYNAMIC HEIGHT  -        338.213 (meters)     1109.62  (feet) COMP
 OP1252  MODELED GRAVITY -    980,405.1   (mgal)                       NAVD 88
 OP1252
 OP1252  VERT ORDER      -  FIRST     CLASS II
 OP1252
 OP1252.The horizontal coordinates were scaled from a topographic map and have
 OP1252.an estimated accuracy of +/- 6 seconds.
 OP1252.
 OP1252.The orthometric height was determined by differential leveling and
 OP1252.adjusted in June 1991.
 OP1252
 OP1252.The dynamic height is computed by dividing the NAVD 88
 OP1252.geopotential number by the normal gravity value computed on the
 OP1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1252.degrees latitude (g = 980.6199 gals.).
 OP1252
 OP1252.The modeled gravity was interpolated from observed gravity values.
 OP1252
 OP1252;                    North         East    Units  Estimated Accuracy
 OP1252;SPC MN S     -   172,600.      794,530.      MT  (+/- 180 meters Scaled)
 OP1252
 OP1252                          SUPERSEDED SURVEY CONTROL
 OP1252
 OP1252.No superseded survey control is available for this station.
 OP1252
 OP1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ138339(NAD 83)
 OP1252
 OP1252_MARKER: DD = SURVEY DISK
 OP1252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1252_SP_SET: BRIDGE ABUTMENT
 OP1252_STAMPING: 2280 AV 1980
 OP1252_MARK LOGO: MNDT  
 OP1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1252+STABILITY: POSITION/ELEVATION WELL
 OP1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1252+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2011
 OP1252
 OP1252  HISTORY     - Date     Condition        Report By
 OP1252  HISTORY     - 1980     MONUMENTED       MNDT
 OP1252  HISTORY     - 19900907 GOOD             NGS
 OP1252  HISTORY     - 20110804 GOOD             WOOLPT
 OP1252  HISTORY     - 20110804 GOOD             WOOLPT
 OP1252
 OP1252                          STATION DESCRIPTION
 OP1252
 OP1252'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1252'1.9 MI NE FROM BLUE EARTH.
 OP1252'THE MARK IS LOCATED ABOUT 1.6 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1252'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1252'IS NEAR HIGHWAY 90 MILE POINT 121.5 IN THE NW 1/4 OF SECTION 10,
 OP1252'T102N, R27W.  THE MARK IS 20 FEET EAST OF AND 6 INCHES HIGHER THAN
 OP1252'THE CENTERLINE OF COUNTY ROAD 11 IN THE ABUTMENT IN THE SOUTHEAST
 OP1252'CORNER OF BRIDGE 22806 CARRYING COUNTY ROAD 11 OVER HIGHWAY 90.  THE
 OP1252'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 AV 1980---, IS
 OP1252'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OP1252
 OP1252                          STATION RECOVERY (1990)
 OP1252
 OP1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1252'2.5 KM (1.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1252'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OP1252'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY
 OP1252'ROAD 11 OVERPASS (NUMBER 22809) OF THE HIGHWAY, 38.8 M (127.3 FT)
 OP1252'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OP1252'6.3 M (20.7 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
 OP1252
 OP1252                          STATION RECOVERY (2011)
 OP1252
 OP1252'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1252'RECOVERED AS DESCRIBED.
 OP1252
 OP1252                          STATION RECOVERY (2011)
 OP1252
 OP1252'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2011 (DJK)
 OP1252'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1253 ***********************************************************************
 OP1253  DESIGNATION -  2280 AW
 OP1253  PID         -  OP1253
 OP1253  STATE/COUNTY-  MN/FARIBAULT
 OP1253  COUNTRY     -  US
 OP1253  USGS QUAD   -  BLUE EARTH (1979)
 OP1253
 OP1253                         *CURRENT SURVEY CONTROL
 OP1253  ______________________________________________________________________
 OP1253* NAD 83(2007) POSITION- 43 39 04.91452(N) 094 02 51.90813(W)   ADJUSTED  
 OP1253* NAD 83(2007) ELLIP HT-   299.296 (meters)        (02/10/07)   ADJUSTED
 OP1253* NAD 83(2007) EPOCH   -  2002.00
 OP1253* NAVD 88 ORTHO HEIGHT -   327.788  (meters)    1075.42  (feet) ADJUSTED  
 OP1253  ______________________________________________________________________
 OP1253  NAD 83(2007) X  -   -326,293.520 (meters)                     COMP
 OP1253  NAD 83(2007) Y  - -4,610,985.985 (meters)                     COMP
 OP1253  NAD 83(2007) Z  -  4,380,351.869 (meters)                     COMP
 OP1253  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC09
 OP1253  GEOID HEIGHT    -        -28.49  (meters)                     GEOID09
 OP1253  DYNAMIC HEIGHT  -        327.720 (meters)     1075.19  (feet) COMP
 OP1253  MODELED GRAVITY -    980,402.6   (mgal)                       NAVD 88
 OP1253
 OP1253  VERT ORDER      -  FIRST     CLASS II
 OP1253
 OP1253  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1253  Type                                         Horiz  Ellip  Dist(km)
 OP1253  -------------------------------------------------------------------
 OP1253  NETWORK                                       0.60   0.55
 OP1253  -------------------------------------------------------------------
 OP1253  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.33      2.77
 OP1253  -------------------------------------------------------------------
 OP1253  NOTE: Click here for information on individual local accuracy
 OP1253  values and other accuracy information.
 OP1253
 OP1253
 OP1253.The horizontal coordinates were established by GPS observations
 OP1253.and adjusted by the National Geodetic Survey in February 2007.
 OP1253
 OP1253.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1253.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1253
 OP1253.The horizontal coordinates are valid at the epoch date displayed above
 OP1253.which is a decimal equivalence of Year/Month/Day.
 OP1253
 OP1253.The orthometric height was determined by differential leveling and
 OP1253.adjusted in June 1991.
 OP1253
 OP1253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1253
 OP1253.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1253
 OP1253.The ellipsoidal height was determined by GPS observations
 OP1253.and is referenced to NAD 83.
 OP1253
 OP1253.The dynamic height is computed by dividing the NAVD 88
 OP1253.geopotential number by the normal gravity value computed on the
 OP1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1253.degrees latitude (g = 980.6199 gals.).
 OP1253
 OP1253.The modeled gravity was interpolated from observed gravity values.
 OP1253
 OP1253. The following values were computed from the NAD 83(2007) position.
 OP1253
 OP1253;                    North         East     Units Scale Factor Converg.
 OP1253;SPC MN S     -   172,377.022   796,147.497   MT  1.00003121   -0 02 00.5
 OP1253;SPC MN S     -   565,540.28  2,612,027.25   sFT  1.00003121   -0 02 00.5
 OP1253;UTM  15      - 4,833,685.220   415,506.844   MT  0.99968781   -0 43 23.8
 OP1253
 OP1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1253!SPC MN S     -   0.99995307  x   1.00003121  =   0.99998428
 OP1253!UTM  15      -   0.99995307  x   0.99968781  =   0.99964089
 OP1253
 OP1253                          SUPERSEDED SURVEY CONTROL
 OP1253
 OP1253  NAD 83(1996)-  43 39 04.91382(N)    094 02 51.90756(W) AD(       ) 1
 OP1253  ELLIP H (02/05/03)  299.352  (m)                       GP(       ) 3 2
 OP1253  NAVD 88 (02/05/03)  327.79   (m)         1075.4    (f) LEVELING    3  
 OP1253
 OP1253.Superseded values are not recommended for survey control.
 OP1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1253.See file dsdata.txt to determine how the superseded data were derived.
 OP1253
 OP1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1550633685(NAD 83)
 OP1253
 OP1253_MARKER: DV = VERTICAL CONTROL DISK
 OP1253_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1253_SP_SET: COPPER-CLAD STEEL ROD
 OP1253_STAMPING: 2280 AW 1980
 OP1253_MARK LOGO: MNDT  
 OP1253_PROJECTION: FLUSH
 OP1253_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1253+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OP1253_ROD/PIPE-DEPTH:  7.3 meters
 OP1253
 OP1253  HISTORY     - Date     Condition        Report By
 OP1253  HISTORY     - 1980     MONUMENTED       MNDT
 OP1253  HISTORY     - 19900907 GOOD             NGS
 OP1253  HISTORY     - 19961119 GOOD             MNDT
 OP1253
 OP1253                          STATION DESCRIPTION
 OP1253
 OP1253'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1253'2.8 MI ENE FROM BLUE EARTH.
 OP1253'THE MARK IS LOCATED ABOUT 2.5 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1253'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1253'IS NEAR HIGHWAY 90 MILE POINT 122.5 NEAR THE WEST 1/4 CORNER OF
 OP1253'SECTION 11, T102N, R27W.  THE MARK IS 97 FEET SOUTH OF AND 2 FEET
 OP1253'LOWER THAN THE EASTBOUND HIGHWAY 90 CENTERLINE AT ENGINEERS STATION
 OP1253'547+25, 62.4 FEET SOUTHEAST OF THE SOUTH END OF A 60 INCH CONCRETE
 OP1253'CULVERT AT A DRAINAGE DITCH, 20.6 FEET SOUTHWEST OF THE EAST END OF
 OP1253'AN 18 INCH METAL CULVERT UNDER THE DRAINAGE DITCH BANK, 16.5 FEET
 OP1253'SOUTHEAST OF THE SOUTHEAST WOOD GATE POST IN THE RIGHT-OF-WAY FENCE,
 OP1253'2 FEET NORTHEAST OF A WOOD RIGHT-OF-WAY CORNER POST AND 0.9 FOOT
 OP1253'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OP1253'CONTROL MARK DISK STAMPED---2280 AW 1980---, IS CRIMPED TO THE TOP OF
 OP1253'A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD
 OP1253'FLUSH WITH THE SURFACE OF THE GROUND.
 OP1253
 OP1253                          STATION RECOVERY (1990)
 OP1253
 OP1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1253'4.2 KM (2.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1253'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 29.2 M (95.8 FT) SOUTH
 OP1253'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 18.9 M (62.0
 OP1253'FT) SOUTHEAST OF THE SOUTH END OF A 60-INCH PIPE CULVERT, 0.6 M (2.0
 OP1253'FT) NORTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OP1253'0.5 M (1.6 FT) NORTHEAST OF A FENCE CORNER, AND 0.25 NORTH OF A
 OP1253'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OP1253
 OP1253                          STATION RECOVERY (1996)
 OP1253
 OP1253'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1253'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP1253'FAI 90 MP 122.5, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS
 OP1253'24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1254 ***********************************************************************
 OP1254  DESIGNATION -  2280 AX
 OP1254  PID         -  OP1254
 OP1254  STATE/COUNTY-  MN/FARIBAULT
 OP1254  COUNTRY     -  US
 OP1254  USGS QUAD   -  BLUE EARTH (1979)
 OP1254
 OP1254                         *CURRENT SURVEY CONTROL
 OP1254  ______________________________________________________________________
 OP1254* NAD 83(2007) POSITION- 43 39 05.73748(N) 094 01 46.95204(W)   ADJUSTED  
 OP1254* NAD 83(2007) ELLIP HT-   298.860 (meters)        (02/10/07)   ADJUSTED
 OP1254* NAD 83(2007) EPOCH   -  2002.00
 OP1254* NAVD 88 ORTHO HEIGHT -   327.381  (meters)    1074.08  (feet) ADJUSTED  
 OP1254  ______________________________________________________________________
 OP1254  NAD 83(2007) X  -   -324,840.176 (meters)                     COMP
 OP1254  NAD 83(2007) Y  - -4,611,070.707 (meters)                     COMP
 OP1254  NAD 83(2007) Z  -  4,380,369.946 (meters)                     COMP
 OP1254  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC09
 OP1254  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 OP1254  DYNAMIC HEIGHT  -        327.312 (meters)     1073.86  (feet) COMP
 OP1254  MODELED GRAVITY -    980,400.4   (mgal)                       NAVD 88
 OP1254
 OP1254  VERT ORDER      -  FIRST     CLASS II
 OP1254
 OP1254  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1254  Type                                         Horiz  Ellip  Dist(km)
 OP1254  -------------------------------------------------------------------
 OP1254  NETWORK                                       0.61   0.55
 OP1254  -------------------------------------------------------------------
 OP1254  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.35      1.46
 OP1254  -------------------------------------------------------------------
 OP1254  NOTE: Click here for information on individual local accuracy
 OP1254  values and other accuracy information.
 OP1254
 OP1254
 OP1254.The horizontal coordinates were established by GPS observations
 OP1254.and adjusted by the National Geodetic Survey in February 2007.
 OP1254
 OP1254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1254.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1254
 OP1254.The horizontal coordinates are valid at the epoch date displayed above
 OP1254.which is a decimal equivalence of Year/Month/Day.
 OP1254
 OP1254.The orthometric height was determined by differential leveling and
 OP1254.adjusted in June 1991.
 OP1254
 OP1254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1254
 OP1254.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1254
 OP1254.The ellipsoidal height was determined by GPS observations
 OP1254.and is referenced to NAD 83.
 OP1254
 OP1254.The dynamic height is computed by dividing the NAVD 88
 OP1254.geopotential number by the normal gravity value computed on the
 OP1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1254.degrees latitude (g = 980.6199 gals.).
 OP1254
 OP1254.The modeled gravity was interpolated from observed gravity values.
 OP1254
 OP1254. The following values were computed from the NAD 83(2007) position.
 OP1254
 OP1254;                    North         East     Units Scale Factor Converg.
 OP1254;SPC MN S     -   172,401.731   797,603.188   MT  1.00003115   -0 01 15.0
 OP1254;SPC MN S     -   565,621.35  2,616,803.13   sFT  1.00003115   -0 01 15.0
 OP1254;UTM  15      - 4,833,692.398   416,962.225   MT  0.99968481   -0 42 38.9
 OP1254
 OP1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1254!SPC MN S     -   0.99995314  x   1.00003115  =   0.99998429
 OP1254!UTM  15      -   0.99995314  x   0.99968481  =   0.99963796
 OP1254
 OP1254:                Primary Azimuth Mark                     Grid Az
 OP1254:SPC MN S     -  GAME                                     163 51 22.0
 OP1254:UTM  15      -  GAME                                     164 32 45.9
 OP1254
 OP1254|---------------------------------------------------------------------|
 OP1254| PID    Reference Object                     Distance      Geod. Az  |
 OP1254|                                                           dddmmss.s |
 OP1254| OP0904 GAME                                APPROX. 0.5 KM 1635007.0 |
 OP1254|---------------------------------------------------------------------|
 OP1254
 OP1254                          SUPERSEDED SURVEY CONTROL
 OP1254
 OP1254  NAD 83(1996)-  43 39 05.73677(N)    094 01 46.95146(W) AD(       ) 1
 OP1254  ELLIP H (02/05/03)  298.916  (m)                       GP(       ) 3 2
 OP1254  NAVD 88 (02/05/03)  327.38   (m)         1074.1    (f) LEVELING    3  
 OP1254
 OP1254.Superseded values are not recommended for survey control.
 OP1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1254.See file dsdata.txt to determine how the superseded data were derived.
 OP1254
 OP1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1696233692(NAD 83)
 OP1254
 OP1254_MARKER: DV = VERTICAL CONTROL DISK
 OP1254_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1254_SP_SET: COPPER-CLAD STEEL ROD
 OP1254_STAMPING: 2280 AX 1980
 OP1254_MARK LOGO: MNDT  
 OP1254_PROJECTION: FLUSH
 OP1254_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1254+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OP1254_ROD/PIPE-DEPTH:  9.8 meters
 OP1254
 OP1254  HISTORY     - Date     Condition        Report By
 OP1254  HISTORY     - 1980     MONUMENTED       MNDT
 OP1254  HISTORY     - 19900907 GOOD             NGS
 OP1254  HISTORY     - 19961119 GOOD             MNDT
 OP1254
 OP1254                          STATION DESCRIPTION
 OP1254
 OP1254'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1254'3.7 MI ENE FROM BLUE EARTH.
 OP1254'THE MARK IS LOCATED ABOUT 3.4 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1254'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1254'IS NEAR HIGHWAY 90 MILE POINT 123.4 IN THE SE 1/4 OF SECTION 11,
 OP1254'T102N, R27W.  THE MARK IS 54.5 FEET NORTH OF THE CENTER OF THE
 OP1254'HIGHWAY 90 EASTBOUND STATION 595 STENCIL, 42.8 FEET NORTH OF AND 5
 OP1254'FEET LOWER THAN THE EASTBOUND HIGHWAY 90 CENTERLINE, 41.8 FEET SOUTH
 OP1254'OF THE WESTBOUND CENTERLINE OF HIGHWAY 90, 4.2 FEET EAST OF THE
 OP1254'CENTER OF A DROP-INLET AND 0.6 FEET NORTH OF A STEEL WITNESS POST.
 OP1254'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280
 OP1254'AX 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32
 OP1254'FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 OP1254'GROUND.
 OP1254
 OP1254                          STATION RECOVERY (1990)
 OP1254
 OP1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1254'5.7 KM (3.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1254'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 13.3 M (43.6 FT) NORTH
 OP1254'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 12.7 M (41.7
 OP1254'FT) SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY,
 OP1254'1.3 M (4.3 FT) EAST OF A STORM DRAIN, 1.0 M (3.3 FT) BELOW THE LEVEL
 OP1254'OF THE HIGHWAY, AND 1.0 M (3.3 FT) NORTH OF A WITNESS POST.
 OP1254'NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OP1254
 OP1254                          STATION RECOVERY (1996)
 OP1254
 OP1254'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1254'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1254'0.7 FT (21.3 CM) NORTH OF A WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 OP1254'GPS.  ROD DEPTH IS 32 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1255 ***********************************************************************
 OP1255  DESIGNATION -  2280 AY
 OP1255  PID         -  OP1255
 OP1255  STATE/COUNTY-  MN/FARIBAULT
 OP1255  COUNTRY     -  US
 OP1255  USGS QUAD   -  BLUE EARTH (1979)
 OP1255
 OP1255                         *CURRENT SURVEY CONTROL
 OP1255  ______________________________________________________________________
 OP1255* NAD 83(1986) POSITION- 43 39 05.     (N) 094 00 46.     (W)   SCALED    
 OP1255* NAVD 88 ORTHO HEIGHT -   341.027  (meters)    1118.85  (feet) ADJUSTED  
 OP1255  ______________________________________________________________________
 OP1255  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 OP1255  DYNAMIC HEIGHT  -        340.955 (meters)     1118.62  (feet) COMP
 OP1255  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 OP1255
 OP1255  VERT ORDER      -  FIRST     CLASS II
 OP1255
 OP1255.The horizontal coordinates were scaled from a topographic map and have
 OP1255.an estimated accuracy of +/- 6 seconds.
 OP1255.
 OP1255.The orthometric height was determined by differential leveling and
 OP1255.adjusted in June 1991.
 OP1255
 OP1255.The dynamic height is computed by dividing the NAVD 88
 OP1255.geopotential number by the normal gravity value computed on the
 OP1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1255.degrees latitude (g = 980.6199 gals.).
 OP1255
 OP1255.The modeled gravity was interpolated from observed gravity values.
 OP1255
 OP1255;                    North         East    Units  Estimated Accuracy
 OP1255;SPC MN S     -   172,380.      798,970.      MT  (+/- 180 meters Scaled)
 OP1255
 OP1255                          SUPERSEDED SURVEY CONTROL
 OP1255
 OP1255.No superseded survey control is available for this station.
 OP1255
 OP1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ183336(NAD 83)
 OP1255
 OP1255_MARKER: DD = SURVEY DISK
 OP1255_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1255_SP_SET: BRIDGE ABUTMENT
 OP1255_STAMPING: 2280 AY 1980
 OP1255_MARK LOGO: MNDT  
 OP1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1255+STABILITY: POSITION/ELEVATION WELL
 OP1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1255+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OP1255
 OP1255  HISTORY     - Date     Condition        Report By
 OP1255  HISTORY     - 1980     MONUMENTED       MNDT
 OP1255  HISTORY     - 19900907 GOOD             NGS
 OP1255
 OP1255                          STATION DESCRIPTION
 OP1255
 OP1255'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1255'4.5 MI ENE FROM BLUE EARTH.
 OP1255'THE MARK IS LOCATED ABOUT 4.3 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1255'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OP1255'IS NEAR HIGHWAY 90 MILE POINT 124.3 IN THE SE 1/4 OF SECTION 12,
 OP1255'T102N, R27W.  THE MARK IS 19.5 FEET EAST OF AND 0.5 FOOT HIGHER THAN
 OP1255'THE CENTERLINE OF COUNTY ROAD 13 AND IS IN THE ABUTMENT IN THE
 OP1255'SOUTHEAST CORNER OF BRIDGE NUMBER 22809 CARRYING COUNTY ROAD 13 OVER
 OP1255'HIGHWAY 90.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280
 OP1255'AY 1980---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OP1255
 OP1255                          STATION RECOVERY (1990)
 OP1255
 OP1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1255'7.0 KM (4.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1255'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OP1255'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY
 OP1255'ROAD 15 OVERPASS (NUMBER 22809) OF THE HIGHWAY, 33.9 M (111.2 FT)
 OP1255'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OP1255'6.3 M (20.7 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1327 ***********************************************************************
 OO1327  DESIGNATION -  2280 AZ
 OO1327  PID         -  OO1327
 OO1327  STATE/COUNTY-  MN/FARIBAULT
 OO1327  COUNTRY     -  US
 OO1327  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1327
 OO1327                         *CURRENT SURVEY CONTROL
 OO1327  ______________________________________________________________________
 OO1327* NAD 83(2007) POSITION- 43 39 04.52165(N) 093 59 51.48250(W)   ADJUSTED  
 OO1327* NAD 83(2007) ELLIP HT-   303.322 (meters)        (02/10/07)   ADJUSTED
 OO1327* NAD 83(2007) EPOCH   -  2002.00
 OO1327* NAVD 88 ORTHO HEIGHT -   331.898  (meters)    1088.90  (feet) ADJUSTED  
 OO1327  ______________________________________________________________________
 OO1327  NAD 83(2007) X  -   -322,260.823 (meters)                     COMP
 OO1327  NAD 83(2007) Y  - -4,611,280.895 (meters)                     COMP
 OO1327  NAD 83(2007) Z  -  4,380,345.874 (meters)                     COMP
 OO1327  LAPLACE CORR    -         -5.45  (seconds)                    DEFLEC09
 OO1327  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 OO1327  DYNAMIC HEIGHT  -        331.828 (meters)     1088.67  (feet) COMP
 OO1327  MODELED GRAVITY -    980,398.1   (mgal)                       NAVD 88
 OO1327
 OO1327  VERT ORDER      -  FIRST     CLASS II
 OO1327
 OO1327  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1327  Type                                         Horiz  Ellip  Dist(km)
 OO1327  -------------------------------------------------------------------
 OO1327  NETWORK                                       0.56   0.51
 OO1327  -------------------------------------------------------------------
 OO1327  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.39      2.48
 OO1327  -------------------------------------------------------------------
 OO1327  NOTE: Click here for information on individual local accuracy
 OO1327  values and other accuracy information.
 OO1327
 OO1327
 OO1327.The horizontal coordinates were established by GPS observations
 OO1327.and adjusted by the National Geodetic Survey in February 2007.
 OO1327
 OO1327.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1327.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1327
 OO1327.The horizontal coordinates are valid at the epoch date displayed above
 OO1327.which is a decimal equivalence of Year/Month/Day.
 OO1327
 OO1327.The orthometric height was determined by differential leveling and
 OO1327.adjusted in June 1991.
 OO1327
 OO1327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1327
 OO1327.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1327
 OO1327.The ellipsoidal height was determined by GPS observations
 OO1327.and is referenced to NAD 83.
 OO1327
 OO1327.The dynamic height is computed by dividing the NAVD 88
 OO1327.geopotential number by the normal gravity value computed on the
 OO1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1327.degrees latitude (g = 980.6199 gals.).
 OO1327
 OO1327.The modeled gravity was interpolated from observed gravity values.
 OO1327
 OO1327. The following values were computed from the NAD 83(2007) position.
 OO1327
 OO1327;                    North         East     Units Scale Factor Converg.
 OO1327;SPC MN S     -   172,363.774   800,190.880   MT  1.00003123   +0 00 06.0
 OO1327;SPC MN S     -   565,496.82  2,625,292.91   sFT  1.00003123   +0 00 06.0
 OO1327;UTM  15      - 4,833,623.297   419,548.369   MT  0.99967961   -0 41 19.2
 OO1327
 OO1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1327!SPC MN S     -   0.99995244  x   1.00003123  =   0.99998367
 OO1327!UTM  15      -   0.99995244  x   0.99967961  =   0.99963206
 OO1327
 OO1327:                Primary Azimuth Mark                     Grid Az
 OO1327:SPC MN S     -  2280 BA                                  088 02 07.2
 OO1327:UTM  15      -  2280 BA                                  088 43 32.4
 OO1327
 OO1327|---------------------------------------------------------------------|
 OO1327| PID    Reference Object                     Distance      Geod. Az  |
 OO1327|                                                           dddmmss.s |
 OO1327| OO1328 2280 BA                             APPROX. 1.4 KM 0880213.2 |
 OO1327|---------------------------------------------------------------------|
 OO1327
 OO1327                          SUPERSEDED SURVEY CONTROL
 OO1327
 OO1327  NAD 83(1996)-  43 39 04.52089(N)    093 59 51.48186(W) AD(       ) 1
 OO1327  ELLIP H (02/05/03)  303.381  (m)                       GP(       ) 3 2
 OO1327  NAVD 88 (02/05/03)  331.90   (m)         1088.9    (f) LEVELING    3  
 OO1327
 OO1327.Superseded values are not recommended for survey control.
 OO1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1327.See file dsdata.txt to determine how the superseded data were derived.
 OO1327
 OO1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1954833623(NAD 83)
 OO1327
 OO1327_MARKER: DV = VERTICAL CONTROL DISK
 OO1327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1327_SP_SET: COPPER-CLAD STEEL ROD
 OO1327_STAMPING: 2280 AZ 1980
 OO1327_MARK LOGO: MNDT  
 OO1327_PROJECTION: FLUSH
 OO1327_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1327+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1327_ROD/PIPE-DEPTH:  7.3 meters
 OO1327
 OO1327  HISTORY     - Date     Condition        Report By
 OO1327  HISTORY     - 1980     MONUMENTED       MNDT
 OO1327  HISTORY     - 19900907 GOOD             NGS
 OO1327  HISTORY     - 19961119 GOOD             MNDT
 OO1327
 OO1327                          STATION DESCRIPTION
 OO1327
 OO1327'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1327'5.1 MI ENE FROM BLUE EARTH.
 OO1327'THE MARK IS LOCATED ABOUT 5 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OO1327'FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 JUST NORTH OF BLUE EARTH AND
 OO1327'IS NEAR HIGHWAY 90 MILE POST 125 NEAR THE CENTER OF SECTION 7, T102N,
 OO1327'R26W.  THE MARK IS 237.8 FEET SOUTHEAST OF EASTBOUND HIGHWAY 90 MILE
 OO1327'POST 125, 97.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE EASTBOUND
 OO1327'HIGHWAY 90 CENTERLINE, 86.9 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 OO1327'HIGHWAY 90 STATIONING STENCIL 680, 6.1 FEET NORTH OF A POWER POLE
 OO1327'WITH A GUY WIRE, 0.8 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND 0.7
 OO1327'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1327'VERTICAL CONTROL MARK DISK STAMPED---2280 AZ 1980---, IS CRIMPED TO
 OO1327'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1327'STEEL ROD THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 OO1327
 OO1327                          STATION RECOVERY (1990)
 OO1327
 OO1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1327'8.3 KM (5.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1327'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 29.6 M (97.1 FT) SOUTH
 OO1327'OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1327'HIGHWAY, 1.8 M (5.9 FT) NORTH OF A UTILITY POLE, 1.3 M (4.3 FT) EAST
 OO1327'OF THE CENTER OF A GATE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST
 OO1327'AND T-FENCE CORNER.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1327
 OO1327                          STATION RECOVERY (1996)
 OO1327
 OO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1327'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1327'FAI MP 125.1, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24
 OO1327'FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1328 ***********************************************************************
 OO1328  DESIGNATION -  2280 BA
 OO1328  PID         -  OO1328
 OO1328  STATE/COUNTY-  MN/FARIBAULT
 OO1328  COUNTRY     -  US
 OO1328  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1328
 OO1328                         *CURRENT SURVEY CONTROL
 OO1328  ______________________________________________________________________
 OO1328* NAD 83(2007) POSITION- 43 39 06.02638(N) 093 58 50.83942(W)   ADJUSTED  
 OO1328* NAD 83(2007) ELLIP HT-   302.632 (meters)        (02/10/07)   ADJUSTED
 OO1328* NAD 83(2007) EPOCH   -  2002.00
 OO1328* NAVD 88 ORTHO HEIGHT -   331.250  (meters)    1086.78  (feet) ADJUSTED  
 OO1328  ______________________________________________________________________
 OO1328  NAD 83(2007) X  -   -320,902.805 (meters)                     COMP
 OO1328  NAD 83(2007) Y  - -4,611,342.964 (meters)                     COMP
 OO1328  NAD 83(2007) Z  -  4,380,379.001 (meters)                     COMP
 OO1328  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC09
 OO1328  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 OO1328  DYNAMIC HEIGHT  -        331.179 (meters)     1086.54  (feet) COMP
 OO1328  MODELED GRAVITY -    980,396.4   (mgal)                       NAVD 88
 OO1328
 OO1328  VERT ORDER      -  FIRST     CLASS II
 OO1328
 OO1328  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1328  Type                                         Horiz  Ellip  Dist(km)
 OO1328  -------------------------------------------------------------------
 OO1328  NETWORK                                       0.45   0.45
 OO1328  -------------------------------------------------------------------
 OO1328  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.42   0.35      3.14
 OO1328  -------------------------------------------------------------------
 OO1328  NOTE: Click here for information on individual local accuracy
 OO1328  values and other accuracy information.
 OO1328
 OO1328
 OO1328.The horizontal coordinates were established by GPS observations
 OO1328.and adjusted by the National Geodetic Survey in February 2007.
 OO1328
 OO1328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1328
 OO1328.The horizontal coordinates are valid at the epoch date displayed above
 OO1328.which is a decimal equivalence of Year/Month/Day.
 OO1328
 OO1328.The orthometric height was determined by differential leveling and
 OO1328.adjusted in June 1991.
 OO1328
 OO1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1328
 OO1328.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1328
 OO1328.The ellipsoidal height was determined by GPS observations
 OO1328.and is referenced to NAD 83.
 OO1328
 OO1328.The dynamic height is computed by dividing the NAVD 88
 OO1328.geopotential number by the normal gravity value computed on the
 OO1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1328.degrees latitude (g = 980.6199 gals.).
 OO1328
 OO1328.The modeled gravity was interpolated from observed gravity values.
 OO1328
 OO1328. The following values were computed from the NAD 83(2007) position.
 OO1328
 OO1328;                    North         East     Units Scale Factor Converg.
 OO1328;SPC MN S     -   172,410.394   801,549.897   MT  1.00003113   +0 00 48.5
 OO1328;SPC MN S     -   565,649.77  2,629,751.62   sFT  1.00003113   +0 00 48.5
 OO1328;UTM  15      - 4,833,653.528   420,907.370   MT  0.99967694   -0 40 37.4
 OO1328
 OO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1328!SPC MN S     -   0.99995255  x   1.00003113  =   0.99998367
 OO1328!UTM  15      -   0.99995255  x   0.99967694  =   0.99962950
 OO1328
 OO1328:                Primary Azimuth Mark                     Grid Az
 OO1328:SPC MN S     -  2280 AZ                                  268 02 06.6
 OO1328:UTM  15      -  2280 AZ                                  268 43 32.5
 OO1328
 OO1328|---------------------------------------------------------------------|
 OO1328| PID    Reference Object                     Distance      Geod. Az  |
 OO1328|                                                           dddmmss.s |
 OO1328| OO1327 2280 AZ                             APPROX. 1.4 KM 2680255.1 |
 OO1328|---------------------------------------------------------------------|
 OO1328
 OO1328                          SUPERSEDED SURVEY CONTROL
 OO1328
 OO1328  NAD 83(1996)-  43 39 06.02569(N)    093 58 50.83879(W) AD(       ) 1
 OO1328  ELLIP H (02/05/03)  302.688  (m)                       GP(       ) 3 2
 OO1328  NAVD 88 (02/05/03)  331.25   (m)         1086.8    (f) LEVELING    3  
 OO1328
 OO1328.Superseded values are not recommended for survey control.
 OO1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1328.See file dsdata.txt to determine how the superseded data were derived.
 OO1328
 OO1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2090733653(NAD 83)
 OO1328
 OO1328_MARKER: DV = VERTICAL CONTROL DISK
 OO1328_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1328_SP_SET: COPPER-CLAD STEEL ROD
 OO1328_STAMPING: 2280 BA 1980
 OO1328_MARK LOGO: MNDT  
 OO1328_PROJECTION: FLUSH
 OO1328_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1328+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1328_ROD/PIPE-DEPTH:  9.8 meters
 OO1328
 OO1328  HISTORY     - Date     Condition        Report By
 OO1328  HISTORY     - 1980     MONUMENTED       MNDT
 OO1328  HISTORY     - 19900907 GOOD             NGS
 OO1328  HISTORY     - 19961119 GOOD             MNDT
 OO1328
 OO1328                          STATION DESCRIPTION
 OO1328
 OO1328'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1328'5.3 MI NW FROM FROST.
 OO1328'THE MARK IS LOCATED ABOUT 2.75 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1328'FROM ITS JUNCTION WITH TRUNK HIGHWAY 254 ABOUT 4.5 MILES NORTH OF
 OO1328'FROST AND IS NEAR HIGHWAY 90 MILE POINT 125.8 IN THE SW 1/4 OF
 OO1328'SECTION 8, T102N, R26W.  THE MARK IS 42.5 NORTH OF AND 3 FEET LOWER
 OO1328'THAN THE EASTBOUND CENTERLINE OF HIGHWAY 90, 41.7 FEET SOUTH OF THE
 OO1328'WESTBOUND CENTERLINE OF HIGHWAY 90, 54 FEET EAST OF THE CENTER OF THE
 OO1328'EMERGENCY CROSSOVER, 17.5 FEET EAST OF THE CENTER OF A DROP-INLET IN
 OO1328'THE MEDIAN OF HIGHWAY 90 AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.
 OO1328'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280
 OO1328'BA 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32
 OO1328'FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 OO1328'GROUND.
 OO1328
 OO1328                          STATION RECOVERY (1990)
 OO1328
 OO1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1328'9.7 KM (6.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1328'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 16.4 M (53.8 FT) EAST OF
 OO1328'THE CENTER OF A CROSSOVER, 12.9 M (42.3 FT) NORTH OF THE CENTERLINE
 OO1328'OF THE EASTBOUND LANES OF THE HIGHWAY, 12.9 M (42.3 FT) SOUTH OF THE
 OO1328'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 OO1328'BELOW THE LEVEL OF THE HIGHWAY, AND 0.25 M (0.82 FT) SOUTH OF A
 OO1328'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1328
 OO1328                          STATION RECOVERY (1996)
 OO1328
 OO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1328'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1328'AT FAI MP 125.9, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS
 OO1328'32 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1329 ***********************************************************************
 OO1329  DESIGNATION -  2280 BB
 OO1329  PID         -  OO1329
 OO1329  STATE/COUNTY-  MN/FARIBAULT
 OO1329  COUNTRY     -  US
 OO1329  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1329
 OO1329                         *CURRENT SURVEY CONTROL
 OO1329  ______________________________________________________________________
 OO1329* NAD 83(1986) POSITION- 43 39 06.     (N) 093 58 03.     (W)   SCALED    
 OO1329* NAVD 88 ORTHO HEIGHT -   341.348  (meters)    1119.91  (feet) ADJUSTED  
 OO1329  ______________________________________________________________________
 OO1329  GEOID HEIGHT    -        -28.66  (meters)                     GEOID09
 OO1329  DYNAMIC HEIGHT  -        341.275 (meters)     1119.67  (feet) COMP
 OO1329  MODELED GRAVITY -    980,394.9   (mgal)                       NAVD 88
 OO1329
 OO1329  VERT ORDER      -  FIRST     CLASS II
 OO1329
 OO1329.The horizontal coordinates were scaled from a topographic map and have
 OO1329.an estimated accuracy of +/- 6 seconds.
 OO1329.
 OO1329.The orthometric height was determined by differential leveling and
 OO1329.adjusted in June 1991.
 OO1329
 OO1329.The dynamic height is computed by dividing the NAVD 88
 OO1329.geopotential number by the normal gravity value computed on the
 OO1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1329.degrees latitude (g = 980.6199 gals.).
 OO1329
 OO1329.The modeled gravity was interpolated from observed gravity values.
 OO1329
 OO1329;                    North         East    Units  Estimated Accuracy
 OO1329;SPC MN S     -   172,410.      802,620.      MT  (+/- 180 meters Scaled)
 OO1329
 OO1329                          SUPERSEDED SURVEY CONTROL
 OO1329
 OO1329.No superseded survey control is available for this station.
 OO1329
 OO1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ219336(NAD 83)
 OO1329
 OO1329_MARKER: DV = VERTICAL CONTROL DISK
 OO1329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1329_SP_SET: BRIDGE ABUTMENT
 OO1329_STAMPING: 2280 BB 1980
 OO1329_MARK LOGO: MNDT  
 OO1329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1329+STABILITY: POSITION/ELEVATION WELL
 OO1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1329+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1329
 OO1329  HISTORY     - Date     Condition        Report By
 OO1329  HISTORY     - 1980     MONUMENTED       MNDT
 OO1329  HISTORY     - 19900907 GOOD             NGS
 OO1329
 OO1329                          STATION DESCRIPTION
 OO1329
 OO1329'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1329'5 MI NW FROM FROST.
 OO1329'THE MARK IS LOCATED ABOUT 2 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1329'FROM ITS JUNCTION WITH TRUNK HIGHWAY 254 ABOUT 4.5 MILES NORTH OF
 OO1329'FROST AND IS NEAR HIGHWAY 90 MILE POINT 126.55 IN THE SW 1/4 OF
 OO1329'SECTION 9, T102N, R26W.  THE MARK IS 18 FEET EAST OF AND ABOUT LEVEL
 OO1329'WITH THE CENTER OF COUNTY ROAD 109 IN THE ABUTMENT IN THE SOUTHEAST
 OO1329'CORNER OF BRIDGE NUMBER 22810 CARRYING COUNTY ROAD 109 OVER HIGHWAY
 OO1329'90.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1329'STAMPED---2280 BB 1980---, IS CEMENTED IN THE ABUTMENT.
 OO1329
 OO1329                          STATION RECOVERY (1990)
 OO1329
 OO1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1329'10.7 KM (6.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1329'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OO1329'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY
 OO1329'ROAD 109 OVERPASS (NUMBER 22810) OF THE HIGHWAY, 34.4 M (112.9 FT)
 OO1329'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OO1329'5.7 M (18.7 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1335 ***********************************************************************
 OO1335  DESIGNATION -  2280 BC
 OO1335  PID         -  OO1335
 OO1335  STATE/COUNTY-  MN/FARIBAULT
 OO1335  COUNTRY     -  US
 OO1335  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1335
 OO1335                         *CURRENT SURVEY CONTROL
 OO1335  ______________________________________________________________________
 OO1335* NAD 83(1986) POSITION- 43 39 06.     (N) 093 57 25.     (W)   SCALED    
 OO1335* NAVD 88 ORTHO HEIGHT -   331.100  (meters)    1086.28  (feet) ADJUSTED  
 OO1335  ______________________________________________________________________
 OO1335  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 OO1335  DYNAMIC HEIGHT  -        331.029 (meters)     1086.05  (feet) COMP
 OO1335  MODELED GRAVITY -    980,393.7   (mgal)                       NAVD 88
 OO1335
 OO1335  VERT ORDER      -  SECOND    CLASS I
 OO1335
 OO1335.The horizontal coordinates were scaled from a topographic map and have
 OO1335.an estimated accuracy of +/- 6 seconds.
 OO1335.
 OO1335.The orthometric height was determined by differential leveling and
 OO1335.adjusted in June 1991.
 OO1335
 OO1335.The dynamic height is computed by dividing the NAVD 88
 OO1335.geopotential number by the normal gravity value computed on the
 OO1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1335.degrees latitude (g = 980.6199 gals.).
 OO1335
 OO1335.The modeled gravity was interpolated from observed gravity values.
 OO1335
 OO1335;                    North         East    Units  Estimated Accuracy
 OO1335;SPC MN S     -   172,410.      803,470.      MT  (+/- 180 meters Scaled)
 OO1335
 OO1335                          SUPERSEDED SURVEY CONTROL
 OO1335
 OO1335.No superseded survey control is available for this station.
 OO1335
 OO1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ228336(NAD 83)
 OO1335
 OO1335_MARKER: DB = BENCH MARK DISK
 OO1335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1335_SP_SET: HEADWALL OF BOX CULVERT
 OO1335_STAMPING: 2280 BC 1980
 OO1335_MARK LOGO: MNDT  
 OO1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1335+STABILITY: SURFACE MOTION
 OO1335
 OO1335  HISTORY     - Date     Condition        Report By
 OO1335  HISTORY     - 1980     MONUMENTED       MNDT
 OO1335
 OO1335                          STATION DESCRIPTION
 OO1335
 OO1335'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1335'4.75 MI NNW FROM FROST.
 OO1335'THE MARK IS LOCATED ABOUT 1.45 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1335'FROM ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1335'HIGHWAY 90 MILE POINT 127.15 IN THE SE 1/4 OF SECTION 9, T102N, R26W.
 OO1335'THE MARK IS 53.5 FEET SOUTH OF AND 5 FEET LOWER THAN THE EASTBOUND
 OO1335'CENTERLINE OF HIGHWAY 90 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A
 OO1335'32 FOOT WIDE BY 10 FOOT DEEP BOX CULVERT AT A DRAINAGE DITCH.  THE
 OO1335'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BC
 OO1335'1980---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1336 ***********************************************************************
 OO1336  DESIGNATION -  2280 BD
 OO1336  PID         -  OO1336
 OO1336  STATE/COUNTY-  MN/FARIBAULT
 OO1336  COUNTRY     -  US
 OO1336  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1336
 OO1336                         *CURRENT SURVEY CONTROL
 OO1336  ______________________________________________________________________
 OO1336* NAD 83(1986) POSITION- 43 39 09.     (N) 093 56 49.     (W)   SCALED    
 OO1336* NAVD 88 ORTHO HEIGHT -   331.615  (meters)    1087.97  (feet) ADJUSTED  
 OO1336  ______________________________________________________________________
 OO1336  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 OO1336  DYNAMIC HEIGHT  -        331.543 (meters)     1087.74  (feet) COMP
 OO1336  MODELED GRAVITY -    980,392.5   (mgal)                       NAVD 88
 OO1336
 OO1336  VERT ORDER      -  SECOND    CLASS I
 OO1336
 OO1336.The horizontal coordinates were scaled from a topographic map and have
 OO1336.an estimated accuracy of +/- 6 seconds.
 OO1336.
 OO1336.The orthometric height was determined by differential leveling and
 OO1336.adjusted in June 1991.
 OO1336
 OO1336.The dynamic height is computed by dividing the NAVD 88
 OO1336.geopotential number by the normal gravity value computed on the
 OO1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1336.degrees latitude (g = 980.6199 gals.).
 OO1336
 OO1336.The modeled gravity was interpolated from observed gravity values.
 OO1336
 OO1336;                    North         East    Units  Estimated Accuracy
 OO1336;SPC MN S     -   172,500.      804,280.      MT  (+/- 180 meters Scaled)
 OO1336
 OO1336                          SUPERSEDED SURVEY CONTROL
 OO1336
 OO1336.No superseded survey control is available for this station.
 OO1336
 OO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ236337(NAD 83)
 OO1336
 OO1336_MARKER: DB = BENCH MARK DISK
 OO1336_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1336+WITH SETTING: PAVEMENT
 OO1336_SP_SET: CONCRETE BASE OF SIGN LEG
 OO1336_STAMPING: 2280 BD 1980
 OO1336_MARK LOGO: MNDT  
 OO1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1336+STABILITY: SURFACE MOTION
 OO1336
 OO1336  HISTORY     - Date     Condition        Report By
 OO1336  HISTORY     - 1980     MONUMENTED       MNDT
 OO1336
 OO1336                          STATION DESCRIPTION
 OO1336
 OO1336'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1336'4.7 MI NNW FROM FROST.
 OO1336'THE MARK IS LOCATED ABOUT 1 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO1336'FROM ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1336'HIGHWAY 90 MILE POINT 127.6 NEAR THE WEST 1/4 CORNER OF SECTION 9,
 OO1336'T102N, R26W.  THE MARK IS 209 FEET WEST-NORTHWEST OF THE CENTER OF
 OO1336'WESTBOUND HIGHWAY 90 STATION STENCIL 815, 72 FEET NORTH OF AND 4 FEET
 OO1336'LOWER THAN THE WESTBOUND HIGHWAY 90 CENTERLINE IN THE SOUTH EDGE OF
 OO1336'THE BASE FOR THE SOUTH LEG OF A WESTBOUND HIGHWAY 90 SIGN STATING
 OO1336'BLUE EARTH 7, FAIRMONT 25 AND SOUIX FALLS 140.  THE MARK, A STANDARD
 OO1336'MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BD 1980---, IS
 OO1336'CEMENTED IN A DRILL HOLE IN THE BASE FOR THE LEG ABOUT 6 INCHES ABOVE
 OO1336'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1337 ***********************************************************************
 OO1337  CBN         -  This is a Cooperative Base Network Control Station.
 OO1337  DESIGNATION -  2280 BE
 OO1337  PID         -  OO1337
 OO1337  STATE/COUNTY-  MN/FARIBAULT
 OO1337  COUNTRY     -  US
 OO1337  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1337
 OO1337                         *CURRENT SURVEY CONTROL
 OO1337  ______________________________________________________________________
 OO1337* NAD 83(2007) POSITION- 43 39 08.29620(N) 093 56 20.72053(W)   ADJUSTED  
 OO1337* NAD 83(2007) ELLIP HT-   302.150 (meters)        (02/10/07)   ADJUSTED
 OO1337* NAD 83(2007) EPOCH   -  2002.00
 OO1337* NAVD 88 ORTHO HEIGHT -   330.875  (meters)    1085.55  (feet) ADJUSTED  
 OO1337  ______________________________________________________________________
 OO1337  NAD 83(2007) X  -   -317,543.253 (meters)                     COMP
 OO1337  NAD 83(2007) Y  - -4,611,526.703 (meters)                     COMP
 OO1337  NAD 83(2007) Z  -  4,380,429.357 (meters)                     COMP
 OO1337  LAPLACE CORR    -         -6.23  (seconds)                    DEFLEC09
 OO1337  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 OO1337  DYNAMIC HEIGHT  -        330.802 (meters)     1085.31  (feet) COMP
 OO1337  MODELED GRAVITY -    980,391.5   (mgal)                       NAVD 88
 OO1337
 OO1337  VERT ORDER      -  FIRST     CLASS II
 OO1337
 OO1337  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1337  Type                                         Horiz  Ellip  Dist(km)
 OO1337  -------------------------------------------------------------------
 OO1337  NETWORK                                       0.30   0.37
 OO1337  -------------------------------------------------------------------
 OO1337  MEDIAN LOCAL ACCURACY AND DIST (040 points)   0.39   0.41     20.75
 OO1337  -------------------------------------------------------------------
 OO1337  NOTE: Click here for information on individual local accuracy
 OO1337  values and other accuracy information.
 OO1337
 OO1337
 OO1337.The horizontal coordinates were established by GPS observations
 OO1337.and adjusted by the National Geodetic Survey in February 2007.
 OO1337
 OO1337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1337.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1337
 OO1337.The horizontal coordinates are valid at the epoch date displayed above
 OO1337.which is a decimal equivalence of Year/Month/Day.
 OO1337
 OO1337.The orthometric height was determined by differential leveling and
 OO1337.adjusted in June 1991.
 OO1337
 OO1337.Photographs are available for this station.
 OO1337
 OO1337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1337
 OO1337.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1337
 OO1337.The ellipsoidal height was determined by GPS observations
 OO1337.and is referenced to NAD 83.
 OO1337
 OO1337.The dynamic height is computed by dividing the NAVD 88
 OO1337.geopotential number by the normal gravity value computed on the
 OO1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1337.degrees latitude (g = 980.6199 gals.).
 OO1337
 OO1337.The modeled gravity was interpolated from observed gravity values.
 OO1337
 OO1337. The following values were computed from the NAD 83(2007) position.
 OO1337
 OO1337;                    North         East     Units Scale Factor Converg.
 OO1337;SPC MN S     -   172,482.098   804,914.028   MT  1.00003096   +0 02 33.7
 OO1337;SPC MN S     -   565,885.02  2,640,788.77   sFT  1.00003096   +0 02 33.7
 OO1337;UTM  15      - 4,833,684.660   424,270.918   MT  0.99967054   -0 38 53.8
 OO1337
 OO1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1337!SPC MN S     -   0.99995262  x   1.00003096  =   0.99998358
 OO1337!UTM  15      -   0.99995262  x   0.99967054  =   0.99962318
 OO1337
 OO1337                          SUPERSEDED SURVEY CONTROL
 OO1337
 OO1337  NAD 83(1996)-  43 39 08.29551(N)    093 56 20.71991(W) AD(       ) B
 OO1337  ELLIP H (01/15/97)  302.207  (m)                       GP(       ) 4 1
 OO1337  NAD 83(1986)-  43 39 08.27881(N)    093 56 20.71665(W) AD(       ) 1
 OO1337  NAVD 88 (08/15/96)  330.88   (m)         1085.6    (f) LEVELING    3  
 OO1337
 OO1337.Superseded values are not recommended for survey control.
 OO1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1337.See file dsdata.txt to determine how the superseded data were derived.
 OO1337
 OO1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2427033684(NAD 83)
 OO1337
 OO1337_MARKER: DV = VERTICAL CONTROL DISK
 OO1337_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1337_SP_SET: COPPER-CLAD STEEL ROD
 OO1337_STAMPING: 2280 BE 1980
 OO1337_MARK LOGO: MNDT  
 OO1337_PROJECTION: FLUSH
 OO1337_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1337+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 OO1337_ROD/PIPE-DEPTH:  9.8 meters
 OO1337
 OO1337  HISTORY     - Date     Condition        Report By
 OO1337  HISTORY     - 1980     MONUMENTED       MNDT
 OO1337  HISTORY     - 19900907 GOOD             NGS
 OO1337  HISTORY     - 19940413 GOOD             MNDT
 OO1337  HISTORY     - 19940831 GOOD             MNDT
 OO1337  HISTORY     - 19961119 GOOD             MNDT
 OO1337  HISTORY     - 20001014 GOOD             MNDT
 OO1337  HISTORY     - 20040825 GOOD             MNDT
 OO1337
 OO1337                          STATION DESCRIPTION
 OO1337
 OO1337'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1337'4.65 MI NNW FROM FROST.
 OO1337'THE MARK IS LOCATED 0.6 MILE WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1337'ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1337'HIGHWAY 90 MILE POST 128 NEAR THE CENTER OF SECTION 10, T102N, R26W.
 OO1337'THE MARK IS 123.6 FEET NORTHWEST OF THE CENTER OF EASTBOUND HIGHWAY
 OO1337'90 STATION STENCIL 835, 87.8 FEET SOUTHWEST OF HIGHWAY 90 WEST BOUND
 OO1337'MILE POST 128, 57 FEET EAST OF THE CENTER OF THE EMERGENCY CROSSOVER
 OO1337'IN THE MEDIAN, 42.2 FEET SOUTH OF AND 4 FEET LOWER THAN THE WESTBOUND
 OO1337'HIGHWAY 90 CENTERLINE, 41.8 FEET NORTH OF THE EASTBOUND CENTERLINE
 OO1337'AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 OO1337'MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BE 1980---, IS CRIMPED
 OO1337'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD
 OO1337'STEEL ROD THAT IS FLUSH WITH THE GROUND.
 OO1337
 OO1337                          STATION RECOVERY (1990)
 OO1337
 OO1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1337'13.0 KM (8.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1337'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 17.1 M (56.1 FT) EAST OF
 OO1337'THE CENTER OF A CROSSOVER, 13.0 M (42.7 FT) NORTH OF THE CENTERLINE
 OO1337'OF THE EASTBOUND LANES OF THE HIGHWAY, 12.9 M (42.3 FT) SOUTH OF THE
 OO1337'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 OO1337'BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OO1337'POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1337
 OO1337                          STATION RECOVERY (1994)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1337'RECOVERED AS DESCRIBED
 OO1337
 OO1337                          STATION RECOVERY (1994)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1337'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 OO1337'BY DAVID K.  HERDER, TYPED BY D.J.E.
 OO1337
 OO1337                          STATION RECOVERY (1996)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1337'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1337'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 32 FT.
 OO1337
 OO1337                          STATION RECOVERY (2000)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DJS)
 OO1337'THE MARK WAS RECOVERED AS DESCRIBED.
 OO1337
 OO1337                          STATION RECOVERY (2004)
 OO1337
 OO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OO1337'4.65 MILES NORTH-NORTHWEST OF FROST, 0.6 MILES WEST OF JUNCTION OF
 OO1337'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 254, AT INTERSTATE HIGHWAY 90
 OO1337'MILEPOINT 128.0, 42.3 FEET SOUTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 OO1337'42.7 FEET NORTH OF EASTBOUND INTERSTATE HIGHWAY 90, 56 FEET EAST OF
 OO1337'CROSSOVER, 123.6 FEET NORTHWEST OF EASTBOUND INTERSTATE HIGHWAY 90
 OO1337'STATION 835 STENCIL, 0.7 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1338 ***********************************************************************
 OO1338  DESIGNATION -  2280 BF
 OO1338  PID         -  OO1338
 OO1338  STATE/COUNTY-  MN/FARIBAULT
 OO1338  COUNTRY     -  US
 OO1338  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1338
 OO1338                         *CURRENT SURVEY CONTROL
 OO1338  ______________________________________________________________________
 OO1338* NAD 83(1986) POSITION- 43 39 06.     (N) 093 55 38.     (W)   SCALED    
 OO1338* NAVD 88 ORTHO HEIGHT -   340.838  (meters)    1118.23  (feet) ADJUSTED  
 OO1338  ______________________________________________________________________
 OO1338  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 OO1338  DYNAMIC HEIGHT  -        340.763 (meters)     1117.99  (feet) COMP
 OO1338  MODELED GRAVITY -    980,390.0   (mgal)                       NAVD 88
 OO1338
 OO1338  VERT ORDER      -  FIRST     CLASS II
 OO1338
 OO1338.The horizontal coordinates were scaled from a topographic map and have
 OO1338.an estimated accuracy of +/- 6 seconds.
 OO1338.
 OO1338.The orthometric height was determined by differential leveling and
 OO1338.adjusted in June 1991.
 OO1338
 OO1338.The dynamic height is computed by dividing the NAVD 88
 OO1338.geopotential number by the normal gravity value computed on the
 OO1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1338.degrees latitude (g = 980.6199 gals.).
 OO1338
 OO1338.The modeled gravity was interpolated from observed gravity values.
 OO1338
 OO1338;                    North         East    Units  Estimated Accuracy
 OO1338;SPC MN S     -   172,410.      805,870.      MT  (+/- 180 meters Scaled)
 OO1338
 OO1338                          SUPERSEDED SURVEY CONTROL
 OO1338
 OO1338.No superseded survey control is available for this station.
 OO1338
 OO1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ252336(NAD 83)
 OO1338
 OO1338_MARKER: DV = VERTICAL CONTROL DISK
 OO1338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1338_SP_SET: BRIDGE ABUTMENT
 OO1338_STAMPING: 2280 BF 1980
 OO1338_MARK LOGO: MNDT  
 OO1338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1338+STABILITY: POSITION/ELEVATION WELL
 OO1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1338+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1338
 OO1338  HISTORY     - Date     Condition        Report By
 OO1338  HISTORY     - 1980     MONUMENTED       MNDT
 OO1338  HISTORY     - 19900907 GOOD             NGS
 OO1338
 OO1338                          STATION DESCRIPTION
 OO1338
 OO1338'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1338'4.5 MI NORTH FROM FROST.
 OO1338'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1338'TRUNK HIGHWAY 254 NORTH OF FROST NEAR HIGHWAY 90 MILE POINT 128.6
 OO1338'NEAR THE WEST 1/4 CORNER OF SECTION 11, T102N, R26W.  THE MARK IS
 OO1338'26.1 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY
 OO1338'254 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 22811
 OO1338'CARRYING HIGHWAY 254 OVER HIGHWAY 90.  THE MARK, A STANDARD MNHD
 OO1338'VERTICAL CONTROL MARK DISK STAMPED---2280 BF 1980---, IS CEMENTED IN
 OO1338'A DRILL HOLE IN THE ABUTMENT.
 OO1338
 OO1338                          STATION RECOVERY (1990)
 OO1338
 OO1338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1338'14.0 KM (8.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1338'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OO1338'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF STATE
 OO1338'HIGHWAY 254 OVERPASS (NUMBER 22811) OF THE HIGHWAY, 33.6 M (110.2 FT)
 OO1338'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OO1338'7.9 M (25.9 FT) EAST OF AND LEVEL WITH THE STATE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1342 ***********************************************************************
 OO1342  DESIGNATION -  2280 BG
 OO1342  PID         -  OO1342
 OO1342  STATE/COUNTY-  MN/FARIBAULT
 OO1342  COUNTRY     -  US
 OO1342  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1342
 OO1342                         *CURRENT SURVEY CONTROL
 OO1342  ______________________________________________________________________
 OO1342* NAD 83(1986) POSITION- 43 39 08.     (N) 093 55 12.     (W)   SCALED    
 OO1342* NAVD 88 ORTHO HEIGHT -   332.495  (meters)    1090.86  (feet) ADJUSTED  
 OO1342  ______________________________________________________________________
 OO1342  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 OO1342  DYNAMIC HEIGHT  -        332.422 (meters)     1090.62  (feet) COMP
 OO1342  MODELED GRAVITY -    980,389.1   (mgal)                       NAVD 88
 OO1342
 OO1342  VERT ORDER      -  SECOND    CLASS I
 OO1342
 OO1342.The horizontal coordinates were scaled from a topographic map and have
 OO1342.an estimated accuracy of +/- 6 seconds.
 OO1342.
 OO1342.The orthometric height was determined by differential leveling and
 OO1342.adjusted in June 1991.
 OO1342
 OO1342.The dynamic height is computed by dividing the NAVD 88
 OO1342.geopotential number by the normal gravity value computed on the
 OO1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1342.degrees latitude (g = 980.6199 gals.).
 OO1342
 OO1342.The modeled gravity was interpolated from observed gravity values.
 OO1342
 OO1342;                    North         East    Units  Estimated Accuracy
 OO1342;SPC MN S     -   172,470.      806,450.      MT  (+/- 180 meters Scaled)
 OO1342
 OO1342                          SUPERSEDED SURVEY CONTROL
 OO1342
 OO1342.No superseded survey control is available for this station.
 OO1342
 OO1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ258336(NAD 83)
 OO1342
 OO1342_MARKER: DB = BENCH MARK DISK
 OO1342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1342_SP_SET: HEADWALL OF BOX CULVERT
 OO1342_STAMPING: 2280 BG 1980
 OO1342_MARK LOGO: MNDT  
 OO1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1342+STABILITY: SURFACE MOTION
 OO1342
 OO1342  HISTORY     - Date     Condition        Report By
 OO1342  HISTORY     - 1980     MONUMENTED       MNDT
 OO1342
 OO1342                          STATION DESCRIPTION
 OO1342
 OO1342'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1342'4.6 MI NNE FROM FROST.
 OO1342'THE MARK IS LOCATED 0.4 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1342'ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1342'HIGHWAY 90 MILE POINT 128.95 IN THE SW 1/4 OF SECTION 11, T102N,
 OO1342'R26W.  THE MARK IS 66.3 FEET SOUTH OF AND 10 FEET LOWER THAN THE
 OO1342'EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE HEADWALL OF A 20 FOOT WIDE
 OO1342'BY 8 FOOT DEEP DOUBLE BOX CULVERT AT A DRAINAGE DITCH.  THE MARK, A
 OO1342'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BG 1980---,
 OO1342'IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1351 ***********************************************************************
 OO1351  DESIGNATION -  2280 BH
 OO1351  PID         -  OO1351
 OO1351  STATE/COUNTY-  MN/FARIBAULT
 OO1351  COUNTRY     -  US
 OO1351  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1351
 OO1351                         *CURRENT SURVEY CONTROL
 OO1351  ______________________________________________________________________
 OO1351* NAD 83(1986) POSITION- 43 39 07.     (N) 093 54 35.     (W)   SCALED    
 OO1351* NAVD 88 ORTHO HEIGHT -   336.589  (meters)    1104.29  (feet) ADJUSTED  
 OO1351  ______________________________________________________________________
 OO1351  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 OO1351  DYNAMIC HEIGHT  -        336.514 (meters)     1104.05  (feet) COMP
 OO1351  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 OO1351
 OO1351  VERT ORDER      -  FIRST     CLASS II
 OO1351
 OO1351.The horizontal coordinates were scaled from a topographic map and have
 OO1351.an estimated accuracy of +/- 6 seconds.
 OO1351.
 OO1351.The orthometric height was determined by differential leveling and
 OO1351.adjusted in June 1991.
 OO1351
 OO1351.WARNING-Repeat measurements at this control monument indicate possible
 OO1351.vertical movement.
 OO1351
 OO1351.The dynamic height is computed by dividing the NAVD 88
 OO1351.geopotential number by the normal gravity value computed on the
 OO1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1351.degrees latitude (g = 980.6199 gals.).
 OO1351
 OO1351.The modeled gravity was interpolated from observed gravity values.
 OO1351
 OO1351;                    North         East    Units  Estimated Accuracy
 OO1351;SPC MN S     -   172,440.      807,280.      MT  (+/- 180 meters Scaled)
 OO1351
 OO1351                          SUPERSEDED SURVEY CONTROL
 OO1351
 OO1351.No superseded survey control is available for this station.
 OO1351
 OO1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ266336(NAD 83)
 OO1351
 OO1351_MARKER: DV = VERTICAL CONTROL DISK
 OO1351_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1351+WITH SETTING: PAVEMENT
 OO1351_SP_SET: BASE FOR SIGN LEG
 OO1351_STAMPING: 2280 BH 1980
 OO1351_MARK LOGO: MNDT  
 OO1351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1351+STABILITY: SURFACE MOTION
 OO1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1351+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1351
 OO1351  HISTORY     - Date     Condition        Report By
 OO1351  HISTORY     - 1980     MONUMENTED       MNDT
 OO1351  HISTORY     - 19900907 GOOD             NGS
 OO1351
 OO1351                          STATION DESCRIPTION
 OO1351
 OO1351'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1351'4.7 MI NNE FROM FROST.
 OO1351'THE MARK IS LOCATED 0.9 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1351'ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1351'HIGHWAY 90 MILE POINT 129.45 IN THE SE 1/4 OF SECTION 11, T102N,
 OO1351'R26W.  THE MARK IS 114.3 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY
 OO1351'90 EASTBOUND STATIONING STENCIL 910, 45.8 FEET SOUTH OF AND 3 FEET
 OO1351'LOWER THAN THE EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE NORTH SIDE
 OO1351'OF THE CONCRETE BASE FOR THE NORTH LEG OF THE EASTBOUND SIGN STATING
 OO1351'JCT 253 21 5, JCT 22 9 AND ALBERT LEA 25.  THE MARK, A STANDARD MNHD
 OO1351'VERTICAL CONTROL MARK DISK STAMPED---2280 BH 1980---, IS SET IN A
 OO1351'DRILL HOLE IN THE CONCRETE BASE.
 OO1351
 OO1351                          STATION RECOVERY (1990)
 OO1351
 OO1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1351'15.4 KM (9.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1351'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN THE NORTH END OF THE
 OO1351'CONCRETE FOOTING FOR THE NORTH LEG OF A HIGHWAY INFORMATION SIGN,
 OO1351'16.1 M (52.8 FT) NORTH OF A FENCE, 14.3 M (46.9 FT) SOUTH OF THE
 OO1351'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.9 M (3.0 FT)
 OO1351'BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTH OF THE NORTH
 OO1351'LEG OF THE SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1349 ***********************************************************************
 OO1349  DESIGNATION -  2280 BJ
 OO1349  PID         -  OO1349
 OO1349  STATE/COUNTY-  MN/FARIBAULT
 OO1349  COUNTRY     -  US
 OO1349  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1349
 OO1349                         *CURRENT SURVEY CONTROL
 OO1349  ______________________________________________________________________
 OO1349* NAD 83(1986) POSITION- 43 39 06.     (N) 093 53 13.     (W)   SCALED    
 OO1349* NAVD 88 ORTHO HEIGHT -   345.882  (meters)    1134.78  (feet) ADJUSTED  
 OO1349  ______________________________________________________________________
 OO1349  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 OO1349  DYNAMIC HEIGHT  -        345.804 (meters)     1134.53  (feet) COMP
 OO1349  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 OO1349
 OO1349  VERT ORDER      -  FIRST     CLASS II
 OO1349
 OO1349.The horizontal coordinates were scaled from a topographic map and have
 OO1349.an estimated accuracy of +/- 6 seconds.
 OO1349.
 OO1349.The orthometric height was determined by differential leveling and
 OO1349.adjusted in June 1991.
 OO1349
 OO1349.The dynamic height is computed by dividing the NAVD 88
 OO1349.geopotential number by the normal gravity value computed on the
 OO1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1349.degrees latitude (g = 980.6199 gals.).
 OO1349
 OO1349.The modeled gravity was interpolated from observed gravity values.
 OO1349
 OO1349;                    North         East    Units  Estimated Accuracy
 OO1349;SPC MN S     -   172,420.      809,120.      MT  (+/- 180 meters Scaled)
 OO1349
 OO1349                          SUPERSEDED SURVEY CONTROL
 OO1349
 OO1349.No superseded survey control is available for this station.
 OO1349
 OO1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ284335(NAD 83)
 OO1349
 OO1349_MARKER: DD = SURVEY DISK
 OO1349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1349_SP_SET: BRIDGE ABUTMENT
 OO1349_STAMPING: 2280 BJ 1980
 OO1349_MARK LOGO: MNDT  
 OO1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1349+STABILITY: POSITION/ELEVATION WELL
 OO1349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1349+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1349
 OO1349  HISTORY     - Date     Condition        Report By
 OO1349  HISTORY     - 1980     MONUMENTED       MNDT
 OO1349  HISTORY     - 19900907 GOOD             NGS
 OO1349
 OO1349                          STATION DESCRIPTION
 OO1349
 OO1349'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1349'5 MI NNE FROM FROST.
 OO1349'THE MARK IS LOCATED 2 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OO1349'JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR HIGHWAY 90
 OO1349'MILE POINT 130.55 IN SW 1/4 OF SECTION 7, T102N, R25W.  THE MARK IS
 OO1349'18.5 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF COUNTY
 OO1349'ROAD 19 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OO1349'22812 CARRYING COUNTY ROAD 19 OVER HIGHWAY 90.  THE MARK, A STANDARD
 OO1349'MNHD BENCH MARK DISK STAMPED---2280 BJ 1980---, IS CEMENTED IN A
 OO1349'DRILL HOLE IN THE ABUTMENT.
 OO1349
 OO1349                          STATION RECOVERY (1990)
 OO1349
 OO1349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1349'17.2 KM (10.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1349'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.6 M (8.5
 OO1349'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY
 OO1349'ROAD 19 OVERPASS (NUMBER 22812) OF THE HIGHWAY, 34.1 M (111.9 FT)
 OO1349'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OO1349'5.9 M (19.4 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1346 ***********************************************************************
 OO1346  DESIGNATION -  2280 BK
 OO1346  PID         -  OO1346
 OO1346  STATE/COUNTY-  MN/FARIBAULT
 OO1346  COUNTRY     -  US
 OO1346  USGS QUAD   -  BRUSH CREEK (1982)
 OO1346
 OO1346                         *CURRENT SURVEY CONTROL
 OO1346  ______________________________________________________________________
 OO1346* NAD 83(1986) POSITION- 43 39 06.     (N) 093 50 52.     (W)   SCALED    
 OO1346* NAVD 88 ORTHO HEIGHT -   350.057  (meters)    1148.48  (feet) ADJUSTED  
 OO1346  ______________________________________________________________________
 OO1346  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 OO1346  DYNAMIC HEIGHT  -        349.976 (meters)     1148.21  (feet) COMP
 OO1346  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 OO1346
 OO1346  VERT ORDER      -  FIRST     CLASS II
 OO1346
 OO1346.The horizontal coordinates were scaled from a topographic map and have
 OO1346.an estimated accuracy of +/- 6 seconds.
 OO1346.
 OO1346.The orthometric height was determined by differential leveling and
 OO1346.adjusted in June 1991.
 OO1346
 OO1346.The dynamic height is computed by dividing the NAVD 88
 OO1346.geopotential number by the normal gravity value computed on the
 OO1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1346.degrees latitude (g = 980.6199 gals.).
 OO1346
 OO1346.The modeled gravity was interpolated from observed gravity values.
 OO1346
 OO1346;                    North         East    Units  Estimated Accuracy
 OO1346;SPC MN S     -   172,420.      812,280.      MT  (+/- 180 meters Scaled)
 OO1346
 OO1346                          SUPERSEDED SURVEY CONTROL
 OO1346
 OO1346.No superseded survey control is available for this station.
 OO1346
 OO1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ316335(NAD 83)
 OO1346
 OO1346_MARKER: DD = SURVEY DISK
 OO1346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1346_SP_SET: BRIDGE ABUTMENT
 OO1346_STAMPING: 2280 BK 1980
 OO1346_MARK LOGO: MNDT  
 OO1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1346+STABILITY: POSITION/ELEVATION WELL
 OO1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1346+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1346
 OO1346  HISTORY     - Date     Condition        Report By
 OO1346  HISTORY     - 1980     MONUMENTED       MNDT
 OO1346  HISTORY     - 19900907 GOOD             NGS
 OO1346
 OO1346                          STATION DESCRIPTION
 OO1346
 OO1346'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1346'6 MI NE FROM FROST.
 OO1346'THE MARK IS LOCATED 4 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OO1346'JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR HIGHWAY 90
 OO1346'MILE POINT 132.1 IN THE SW 1/4 OF SECTION 9, T102N, R25W.  THE MARK
 OO1346'IS 19.7 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF
 OO1346'COUNTY ROAD 21 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE
 OO1346'NUMBER 22813 CARRYING COUNTY ROAD 21 OVER HIGHWAY 90.  THE MARK, A
 OO1346'STANDARD MNHD BENCH MARK DISK STAMPED---2280 BK 1980---, IS CEMENTED
 OO1346'IN A DRILL HOLE IN THE ABUTMENT.
 OO1346
 OO1346                          STATION RECOVERY (1990)
 OO1346
 OO1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1346'20.5 KM (12.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1346'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OO1346'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY
 OO1346'ROAD 21 OVERPASS (NUMBER 22813) OF THE HIGHWAY, 33.8 M (110.9 FT)
 OO1346'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OO1346'6.2 M (20.3 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1345 ***********************************************************************
 OO1345  DESIGNATION -  2280 BL
 OO1345  PID         -  OO1345
 OO1345  STATE/COUNTY-  MN/FARIBAULT
 OO1345  COUNTRY     -  US
 OO1345  USGS QUAD   -  BRUSH CREEK (1982)
 OO1345
 OO1345                         *CURRENT SURVEY CONTROL
 OO1345  ______________________________________________________________________
 OO1345* NAD 83(1986) POSITION- 43 39 06.     (N) 093 49 58.     (W)   SCALED    
 OO1345* NAVD 88 ORTHO HEIGHT -   349.668  (meters)    1147.20  (feet) ADJUSTED  
 OO1345  ______________________________________________________________________
 OO1345  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 OO1345  DYNAMIC HEIGHT  -        349.586 (meters)     1146.93  (feet) COMP
 OO1345  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 OO1345
 OO1345  VERT ORDER      -  FIRST     CLASS II
 OO1345
 OO1345.The horizontal coordinates were scaled from a topographic map and have
 OO1345.an estimated accuracy of +/- 6 seconds.
 OO1345.
 OO1345.The orthometric height was determined by differential leveling and
 OO1345.adjusted in June 1991.
 OO1345
 OO1345.The dynamic height is computed by dividing the NAVD 88
 OO1345.geopotential number by the normal gravity value computed on the
 OO1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1345.degrees latitude (g = 980.6199 gals.).
 OO1345
 OO1345.The modeled gravity was interpolated from observed gravity values.
 OO1345
 OO1345;                    North         East    Units  Estimated Accuracy
 OO1345;SPC MN S     -   172,420.      813,490.      MT  (+/- 180 meters Scaled)
 OO1345
 OO1345                          SUPERSEDED SURVEY CONTROL
 OO1345
 OO1345.No superseded survey control is available for this station.
 OO1345
 OO1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ328335(NAD 83)
 OO1345
 OO1345_MARKER: DV = VERTICAL CONTROL DISK
 OO1345_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1345+WITH SETTING: PAVEMENT
 OO1345_SP_SET: BASE FOR SIGN LEG
 OO1345_STAMPING: 2280 BL 1980
 OO1345_MARK LOGO: MNDT  
 OO1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1345+STABILITY: SURFACE MOTION
 OO1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1345+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1345
 OO1345  HISTORY     - Date     Condition        Report By
 OO1345  HISTORY     - 1980     MONUMENTED       MNDT
 OO1345  HISTORY     - 19900907 GOOD             NGS
 OO1345
 OO1345                          STATION DESCRIPTION
 OO1345
 OO1345'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1345'6.5 MI NNW FROM BRICELYN.
 OO1345'THE MARK IS LOCATED 1.25 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1345'ITS JUNCTION WITH TRUNK HIGHWAY 253 NORTH OF BRICELYN AND IS NEAR
 OO1345'HIGHWAY 90 MILE POINT 133.3 IN THE SE 1/4 OF SECTION 9, T102N, R25W.
 OO1345'THE MARK IS 208.5 FEET EAST-SOUTHEAST OF THE CENTER OF THE EASTBOUND
 OO1345'HIGHWAY 90 STATIONING STENCIL 1115, 42 FEET SOUTH OF AND 3 FEET LOWER
 OO1345'THAN THE EASTBOUND HIGHWAY 90 CENTERLINE IN THE NORTH SIDE OF THE
 OO1345'BASE OF THE NORTH LEG OF THE EASTBOUND HIGHWAY 90 SIGN STATING 253,
 OO1345'21, MINNESOTA LAKE AND BRICELYN 1 MILE.  THE MARK, A STANDARD MNHD
 OO1345'VERTICAL CONTROL MARK DISK STAMPED---2280 BL 1980---, IS SET IN A
 OO1345'DRILL HOLE IN THE BASE.
 OO1345
 OO1345                          STATION RECOVERY (1990)
 OO1345
 OO1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1345'21.7 KM (13.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1345'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN THE NORTH END OF THE
 OO1345'CONCRETE FOOTING FOR THE NORTH LEG OF A HIGHWAY INFORMATION SIGN,
 OO1345'17.0 M (55.8 FT) NORTH OF A FENCE, 12.9 M (42.3 FT) SOUTH OF THE
 OO1345'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 OO1345'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) NORTH OF A FENCE BRACE
 OO1345'POST, AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1344 ***********************************************************************
 OO1344  DESIGNATION -  2280 BM
 OO1344  PID         -  OO1344
 OO1344  STATE/COUNTY-  MN/FARIBAULT
 OO1344  COUNTRY     -  US
 OO1344  USGS QUAD   -  BRUSH CREEK (1982)
 OO1344
 OO1344                         *CURRENT SURVEY CONTROL
 OO1344  ______________________________________________________________________
 OO1344* NAD 83(2007) POSITION- 43 39 03.22323(N) 093 49 11.11764(W)   ADJUSTED  
 OO1344* NAD 83(2007) ELLIP HT-   323.576 (meters)        (02/10/07)   ADJUSTED
 OO1344* NAD 83(2007) EPOCH   -  2002.00
 OO1344* NAVD 88 ORTHO HEIGHT -   352.594  (meters)    1156.80  (feet) ADJUSTED  
 OO1344  ______________________________________________________________________
 OO1344  NAD 83(2007) X  -   -307,946.038 (meters)                     COMP
 OO1344  NAD 83(2007) Y  - -4,612,301.377 (meters)                     COMP
 OO1344  NAD 83(2007) Z  -  4,380,330.858 (meters)                     COMP
 OO1344  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC09
 OO1344  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 OO1344  DYNAMIC HEIGHT  -        352.511 (meters)     1156.53  (feet) COMP
 OO1344  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 OO1344
 OO1344  VERT ORDER      -  FIRST     CLASS II
 OO1344
 OO1344  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1344  Type                                         Horiz  Ellip  Dist(km)
 OO1344  -------------------------------------------------------------------
 OO1344  NETWORK                                       0.56   0.53
 OO1344  -------------------------------------------------------------------
 OO1344  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.41      1.14
 OO1344  -------------------------------------------------------------------
 OO1344  NOTE: Click here for information on individual local accuracy
 OO1344  values and other accuracy information.
 OO1344
 OO1344
 OO1344.The horizontal coordinates were established by GPS observations
 OO1344.and adjusted by the National Geodetic Survey in February 2007.
 OO1344
 OO1344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1344.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1344
 OO1344.The horizontal coordinates are valid at the epoch date displayed above
 OO1344.which is a decimal equivalence of Year/Month/Day.
 OO1344
 OO1344.The orthometric height was determined by differential leveling and
 OO1344.adjusted in June 1991.
 OO1344
 OO1344.WARNING-Repeat measurements at this control monument indicate possible
 OO1344.vertical movement.
 OO1344
 OO1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1344
 OO1344.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1344
 OO1344.The ellipsoidal height was determined by GPS observations
 OO1344.and is referenced to NAD 83.
 OO1344
 OO1344.The dynamic height is computed by dividing the NAVD 88
 OO1344.geopotential number by the normal gravity value computed on the
 OO1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1344.degrees latitude (g = 980.6199 gals.).
 OO1344
 OO1344.The modeled gravity was interpolated from observed gravity values.
 OO1344
 OO1344. The following values were computed from the NAD 83(2007) position.
 OO1344
 OO1344;                    North         East     Units Scale Factor Converg.
 OO1344;SPC MN S     -   172,339.729   814,541.714   MT  1.00003133   +0 07 34.8
 OO1344;SPC MN S     -   565,417.93  2,672,375.61   sFT  1.00003133   +0 07 34.8
 OO1344;UTM  15      - 4,833,426.190   433,892.631   MT  0.99965375   -0 33 57.1
 OO1344
 OO1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1344!SPC MN S     -   0.99994926  x   1.00003133  =   0.99998059
 OO1344!UTM  15      -   0.99994926  x   0.99965375  =   0.99960303
 OO1344
 OO1344                          SUPERSEDED SURVEY CONTROL
 OO1344
 OO1344  NAD 83(1996)-  43 39 03.22244(N)    093 49 11.11698(W) AD(       ) 1
 OO1344  ELLIP H (02/05/03)  323.637  (m)                       GP(       ) 3 2
 OO1344  NAVD 88 (02/05/03)  352.59   (m)         1156.8    (f) LEVELING    3  
 OO1344
 OO1344.Superseded values are not recommended for survey control.
 OO1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1344.See file dsdata.txt to determine how the superseded data were derived.
 OO1344
 OO1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3389233426(NAD 83)
 OO1344
 OO1344_MARKER: DV = VERTICAL CONTROL DISK
 OO1344_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1344_SP_SET: COPPER-CLAD STEEL ROD
 OO1344_STAMPING: 2280 BM 1980
 OO1344_MARK LOGO: MNDT  
 OO1344_PROJECTION: FLUSH
 OO1344_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1344+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1344_ROD/PIPE-DEPTH:  7.3 meters
 OO1344
 OO1344  HISTORY     - Date     Condition        Report By
 OO1344  HISTORY     - 1980     MONUMENTED       MNDT
 OO1344  HISTORY     - 19900907 GOOD             NGS
 OO1344  HISTORY     - 19961119 GOOD             MNDT
 OO1344
 OO1344                          STATION DESCRIPTION
 OO1344
 OO1344'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1344'6.3 MI NNW FROM BRICELYN.
 OO1344'THE MARK IS LOCATED 0.6 MILE WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1344'ITS JUNCTION WITH TRUNK HIGHWAY 253 NORTH OF BRICELYN AND IS NEAR
 OO1344'HIGHWAY 90 MILE POST 134 IN THE SW 1/4 OF SECTION 10, T102N, R25W.
 OO1344'THE MARK IS 113.7 FEET SOUTH OF THE CENTER OF HIGHWAY 90 EASTBOUND
 OO1344'STATIONING STENCIL 1150, 98 FEET SOUTH OF AND 4 FEET LOWER THAN THE
 OO1344'EASTBOUND HIGHWAY 90 CENTERLINE, 73 FEET SOUTH-SOUTHWEST OF HIGHWAY
 OO1344'90 EASTBOUND MILE POST 134, 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 OO1344'AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 OO1344'MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BM 1980---, IS CRIMPED
 OO1344'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1344'STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 OO1344
 OO1344                          STATION RECOVERY (1990)
 OO1344
 OO1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1344'22.7 KM (14.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1344'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 29.7 M (97.4 FT) SOUTH
 OO1344'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6
 OO1344'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.35 M (1.15 FT) NORTH OF A FENCE
 OO1344'BRACE POST, AND 0.15 M (0.49 FT) NORTH OF A WITNESS POST.  NOTE--THE
 OO1344'ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1344
 OO1344                          STATION RECOVERY (1996)
 OO1344
 OO1344'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1344'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1344'68.4 FT (20.8 M) SW OF FAI 90 MILEPOST 134, FLUSH, MAGNETIC AND
 OO1344'SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1343 ***********************************************************************
 OO1343  DESIGNATION -  2280 BN
 OO1343  PID         -  OO1343
 OO1343  STATE/COUNTY-  MN/FARIBAULT
 OO1343  COUNTRY     -  US
 OO1343  USGS QUAD   -  BRUSH CREEK (1982)
 OO1343
 OO1343                         *CURRENT SURVEY CONTROL
 OO1343  ______________________________________________________________________
 OO1343* NAD 83(1986) POSITION- 43 39 00.     (N) 093 48 28.     (W)   SCALED    
 OO1343* NAVD 88 ORTHO HEIGHT -   356.541  (meters)    1169.75  (feet) ADJUSTED  
 OO1343  ______________________________________________________________________
 OO1343  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 OO1343  DYNAMIC HEIGHT  -        356.457 (meters)     1169.48  (feet) COMP
 OO1343  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 OO1343
 OO1343  VERT ORDER      -  FIRST     CLASS II
 OO1343
 OO1343.The horizontal coordinates were scaled from a topographic map and have
 OO1343.an estimated accuracy of +/- 6 seconds.
 OO1343.
 OO1343.The orthometric height was determined by differential leveling and
 OO1343.adjusted in June 1991.
 OO1343
 OO1343.The dynamic height is computed by dividing the NAVD 88
 OO1343.geopotential number by the normal gravity value computed on the
 OO1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1343.degrees latitude (g = 980.6199 gals.).
 OO1343
 OO1343.The modeled gravity was interpolated from observed gravity values.
 OO1343
 OO1343;                    North         East    Units  Estimated Accuracy
 OO1343;SPC MN S     -   172,240.      815,510.      MT  (+/- 180 meters Scaled)
 OO1343
 OO1343                          SUPERSEDED SURVEY CONTROL
 OO1343
 OO1343.No superseded survey control is available for this station.
 OO1343
 OO1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ348333(NAD 83)
 OO1343
 OO1343_MARKER: DV = VERTICAL CONTROL DISK
 OO1343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1343_SP_SET: BRIDGE ABUTMENT
 OO1343_STAMPING: 2280 BN 1980
 OO1343_MARK LOGO: MNDT  
 OO1343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1343+STABILITY: POSITION/ELEVATION WELL
 OO1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1343+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1343
 OO1343  HISTORY     - Date     Condition        Report By
 OO1343  HISTORY     - 1980     MONUMENTED       MNDT
 OO1343  HISTORY     - 19900907 GOOD             NGS
 OO1343
 OO1343                          STATION DESCRIPTION
 OO1343
 OO1343'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1343'6.2 MI NORTH FROM BRICELYN.
 OO1343'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 WITH
 OO1343'TRUNK HIGHWAY 253 NORTH OF BRICELYN NEAR HIGHWAY 90 MILE POINT 134.6
 OO1343'IN THE SW 1/4 OF SECTION 11, T102N, R25W.  THE MARK IS 26 FEET EAST
 OO1343'OF AND 0.5 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 253 IN THE
 OO1343'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 22820 CARRYING
 OO1343'HIGHWAY 253 OVER HIGHWAY 90.  THE MARK, A STANDARD MNHD VERTICAL
 OO1343'CONTROL MARK DISK STAMPED---2280 BG 1980---, IS CEMENTED IN A DRILL
 OO1343'HOLE IN THE ABUTMENT.
 OO1343
 OO1343                          STATION RECOVERY (1990)
 OO1343
 OO1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1343'23.7 KM (14.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1343'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.6 M (8.5
 OO1343'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF STATE
 OO1343'HIGHWAY 253 (EXIT 134) OF THE HIGHWAY, 33.7 M (110.6 FT) SOUTH OF THE
 OO1343'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 7.9 M (25.9 FT)
 OO1343'EAST OF AND LEVEL WITH THE STATE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1353 ***********************************************************************
 OO1353  DESIGNATION -  2280 BP
 OO1353  PID         -  OO1353
 OO1353  STATE/COUNTY-  MN/FARIBAULT
 OO1353  COUNTRY     -  US
 OO1353  USGS QUAD   -  BRUSH CREEK (1982)
 OO1353
 OO1353                         *CURRENT SURVEY CONTROL
 OO1353  ______________________________________________________________________
 OO1353* NAD 83(1986) POSITION- 43 39 02.     (N) 093 48 05.     (W)   SCALED    
 OO1353* NAVD 88 ORTHO HEIGHT -   349.058  (meters)    1145.20  (feet) ADJUSTED  
 OO1353  ______________________________________________________________________
 OO1353  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 OO1353  DYNAMIC HEIGHT  -        348.975 (meters)     1144.93  (feet) COMP
 OO1353  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 OO1353
 OO1353  VERT ORDER      -  SECOND    CLASS I
 OO1353
 OO1353.The horizontal coordinates were scaled from a topographic map and have
 OO1353.an estimated accuracy of +/- 6 seconds.
 OO1353.
 OO1353.The orthometric height was determined by differential leveling and
 OO1353.adjusted in June 1991.
 OO1353
 OO1353.The dynamic height is computed by dividing the NAVD 88
 OO1353.geopotential number by the normal gravity value computed on the
 OO1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1353.degrees latitude (g = 980.6199 gals.).
 OO1353
 OO1353.The modeled gravity was interpolated from observed gravity values.
 OO1353
 OO1353;                    North         East    Units  Estimated Accuracy
 OO1353;SPC MN S     -   172,310.      816,020.      MT  (+/- 180 meters Scaled)
 OO1353
 OO1353                          SUPERSEDED SURVEY CONTROL
 OO1353
 OO1353.No superseded survey control is available for this station.
 OO1353
 OO1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ353333(NAD 83)
 OO1353
 OO1353_MARKER: DB = BENCH MARK DISK
 OO1353_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1353+WITH SETTING: PAVEMENT
 OO1353_SP_SET: CONCRETE BASE FOR SIGN LEG
 OO1353_STAMPING: 2280 BP 1980
 OO1353_MARK LOGO: MNDT  
 OO1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1353+STABILITY: SURFACE MOTION
 OO1353
 OO1353  HISTORY     - Date     Condition        Report By
 OO1353  HISTORY     - 1980     MONUMENTED       MNDT
 OO1353
 OO1353                          STATION DESCRIPTION
 OO1353
 OO1353'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1353'6.4 MI NORTH FROM BRICELYN.
 OO1353'THE MARK IS LOCATED 0.3 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1353'ITS JUNCTION WITH TRUNK HIGHWAY 253 NORTH OF BRICELYN AND IS NEAR
 OO1353'HIGHWAY 90 MILE POINT 134.8 IN THE SW 1/4 OF SECTION 11, T102N, R25W.
 OO1353'THE MARK IS 35.5 FEET NORTH OF AND 2 FEET LOWER THAN THE WESTBOUND
 OO1353'HIGHWAY 90 CENTERLINE IN THE SOUTH SIDE OF THE CONCRETE BASE FOR THE
 OO1353'SOUTH LEG OF THE WESTBOUND EXIT SIGN FOR TRUNK HIGHWAYS 253 AND 21,
 OO1353'BRICELYN AND MINNESOTA LAKE.  THE MARK, A STANDARD MNHD VERTICAL
 OO1353'CONTROL MARK DISK STAMPED---2280 BP 1980---, IS CEMENTED IN A DRILL
 OO1353'HOLE IN THE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1354 ***********************************************************************
 OO1354  DESIGNATION -  2280 BQ
 OO1354  PID         -  OO1354
 OO1354  STATE/COUNTY-  MN/FARIBAULT
 OO1354  COUNTRY     -  US
 OO1354  USGS QUAD   -  BRUSH CREEK (1982)
 OO1354
 OO1354                         *CURRENT SURVEY CONTROL
 OO1354  ______________________________________________________________________
 OO1354* NAD 83(1986) POSITION- 43 38 54.     (N) 093 47 25.     (W)   SCALED    
 OO1354* NAVD 88 ORTHO HEIGHT -   351.597  (meters)    1153.53  (feet) ADJUSTED  
 OO1354  ______________________________________________________________________
 OO1354  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 OO1354  DYNAMIC HEIGHT  -        351.513 (meters)     1153.26  (feet) COMP
 OO1354  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OO1354
 OO1354  VERT ORDER      -  FIRST     CLASS II
 OO1354
 OO1354.The horizontal coordinates were scaled from a topographic map and have
 OO1354.an estimated accuracy of +/- 6 seconds.
 OO1354.
 OO1354.The orthometric height was determined by differential leveling and
 OO1354.adjusted in June 1991.
 OO1354
 OO1354.The dynamic height is computed by dividing the NAVD 88
 OO1354.geopotential number by the normal gravity value computed on the
 OO1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1354.degrees latitude (g = 980.6199 gals.).
 OO1354
 OO1354.The modeled gravity was interpolated from observed gravity values.
 OO1354
 OO1354;                    North         East    Units  Estimated Accuracy
 OO1354;SPC MN S     -   172,060.      816,920.      MT  (+/- 180 meters Scaled)
 OO1354
 OO1354                          SUPERSEDED SURVEY CONTROL
 OO1354
 OO1354.No superseded survey control is available for this station.
 OO1354
 OO1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ362331(NAD 83)
 OO1354
 OO1354_MARKER: DV = VERTICAL CONTROL DISK
 OO1354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1354_SP_SET: BRIDGE ABUTMENT
 OO1354_STAMPING: 2280 BQ 1980
 OO1354_MARK LOGO: MNDT  
 OO1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1354+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1354
 OO1354  HISTORY     - Date     Condition        Report By
 OO1354  HISTORY     - 1980     MONUMENTED       MNDT
 OO1354  HISTORY     - 19900907 GOOD             NGS
 OO1354
 OO1354                          STATION DESCRIPTION
 OO1354
 OO1354'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1354'6.3 MI NNE FROM BRICELYN.
 OO1354'THE MARK IS LOCATED 0.9 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1354'ITS JUNCTION WITH TRUNK HIGHWAY 253 NORTH OF BRICELYN AND IS NEAR
 OO1354'HIGHWAY 90 MILE POINT 135.5 IN THE SE 1/4 OF SECTION 11, T102N, R25W.
 OO1354'THE MARK IS 26 FEET SOUTH OF AND 1 FOOT HIGHER THAN THE EASTBOUND
 OO1354'HIGHWAY 90 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1354'BRIDGE NUMBER 22816 CARRYING HIGHWAY 90 OVER EAST BRANCH BLUE EARTH
 OO1354'RIVER.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1354'STAMPED---2280 BQ 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1354'ABUTMENT.
 OO1354
 OO1354                          STATION RECOVERY (1990)
 OO1354
 OO1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1354'25.1 KM (15.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1354'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 2.9 M (9.5
 OO1354'FT) NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF
 OO1354'THE EASTBOUND HIGHWAY BRIDGE SPANNING THE BLUE EARTH RIVER, 8.0 M
 OO1354'(26.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1354'HIGHWAY, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1355 ***********************************************************************
 OO1355  DESIGNATION -  2280 BR
 OO1355  PID         -  OO1355
 OO1355  STATE/COUNTY-  MN/FARIBAULT
 OO1355  COUNTRY     -  US
 OO1355  USGS QUAD   -  BRUSH CREEK (1982)
 OO1355
 OO1355                         *CURRENT SURVEY CONTROL
 OO1355  ______________________________________________________________________
 OO1355* NAD 83(1986) POSITION- 43 39 00.     (N) 093 46 31.     (W)   SCALED    
 OO1355* NAVD 88 ORTHO HEIGHT -   349.147  (meters)    1145.49  (feet) ADJUSTED  
 OO1355  ______________________________________________________________________
 OO1355  GEOID HEIGHT    -        -29.13  (meters)                     GEOID09
 OO1355  DYNAMIC HEIGHT  -        349.063 (meters)     1145.22  (feet) COMP
 OO1355  MODELED GRAVITY -    980,369.3   (mgal)                       NAVD 88
 OO1355
 OO1355  VERT ORDER      -  FIRST     CLASS II
 OO1355
 OO1355.The horizontal coordinates were scaled from a topographic map and have
 OO1355.an estimated accuracy of +/- 6 seconds.
 OO1355.
 OO1355.The orthometric height was determined by differential leveling and
 OO1355.adjusted in June 1991.
 OO1355
 OO1355.The dynamic height is computed by dividing the NAVD 88
 OO1355.geopotential number by the normal gravity value computed on the
 OO1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1355.degrees latitude (g = 980.6199 gals.).
 OO1355
 OO1355.The modeled gravity was interpolated from observed gravity values.
 OO1355
 OO1355;                    North         East    Units  Estimated Accuracy
 OO1355;SPC MN S     -   172,250.      818,130.      MT  (+/- 180 meters Scaled)
 OO1355
 OO1355                          SUPERSEDED SURVEY CONTROL
 OO1355
 OO1355.No superseded survey control is available for this station.
 OO1355
 OO1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ374332(NAD 83)
 OO1355
 OO1355_MARKER: DV = VERTICAL CONTROL DISK
 OO1355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1355+WITH SETTING: PAVEMENT
 OO1355_SP_SET: BASE FOR SIGN LEG
 OO1355_STAMPING: 2280 BR 1980
 OO1355_MARK LOGO: MNDT  
 OO1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1355+STABILITY: SURFACE MOTION
 OO1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1355+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1355
 OO1355  HISTORY     - Date     Condition        Report By
 OO1355  HISTORY     - 1980     MONUMENTED       MNDT
 OO1355  HISTORY     - 19900907 GOOD             NGS
 OO1355
 OO1355                          STATION DESCRIPTION
 OO1355
 OO1355'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1355'6.5 MI NNE FROM BRICELYN.
 OO1355'THE MARK IS LOCATED 1.7 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1355'ITS JUNCTION WITH TRUNK HIGHWAY 253 NORTH OF BRICELYN AND IS NEAR
 OO1355'HIGHWAY 90 MILE POINT 136.3 IN THE SE 1/4 OF SECTION 12, T102N, R25W.
 OO1355'THE MARK IS 45.8 FEET NORTH-NORTHWEST OF THE CENTER OF THE WESTBOUND
 OO1355'HIGHWAY STATION STENCIL 1270, 30.5 FEET NORTH OF AND 1 FOOT LOWER
 OO1355'THAN THE HIGHWAY 90 WESTBOUNDCENTERLINE IN THE SOUTH SIDE OF THE
 OO1355'SOUTH LEG OF THE WESTBOUND SIGN STATING 253 21 BRICELYN AND MINNESOTA
 OO1355'LAKE 1 1/2 MILES.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1355'DISK STAMPED---2280 BR 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1355'BASE.
 OO1355
 OO1355                          STATION RECOVERY (1990)
 OO1355
 OO1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1355'26.4 KM (16.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1355'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, IN THE SOUTH END OF THE
 OO1355'CONCRETE FOOTING FOR THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN,
 OO1355'20.8 M (68.2 FT) SOUTH OF A FENCE, 9.2 M (30.2 FT) NORTH OF THE
 OO1355'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 0.5 M (1.6 FT)
 OO1355'BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF THE SOUTH LEG
 OO1355'OF THE SIGN, AND 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1356 ***********************************************************************
 OO1356  DESIGNATION -  2280 BS
 OO1356  PID         -  OO1356
 OO1356  STATE/COUNTY-  MN/FARIBAULT
 OO1356  COUNTRY     -  US
 OO1356  USGS QUAD   -  BRUSH CREEK (1982)
 OO1356
 OO1356                         *CURRENT SURVEY CONTROL
 OO1356  ______________________________________________________________________
 OO1356* NAD 83(2007) POSITION- 43 39 04.25693(N) 093 45 35.83859(W)   ADJUSTED  
 OO1356* NAD 83(2007) ELLIP HT-   319.724 (meters)        (02/10/07)   ADJUSTED
 OO1356* NAD 83(2007) EPOCH   -  2002.00
 OO1356* NAVD 88 ORTHO HEIGHT -   348.892  (meters)    1144.66  (feet) ADJUSTED  
 OO1356  ______________________________________________________________________
 OO1356  NAD 83(2007) X  -   -303,130.375 (meters)                     COMP
 OO1356  NAD 83(2007) Y  - -4,612,595.512 (meters)                     COMP
 OO1356  NAD 83(2007) Z  -  4,380,351.284 (meters)                     COMP
 OO1356  LAPLACE CORR    -         -4.85  (seconds)                    DEFLEC09
 OO1356  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 OO1356  DYNAMIC HEIGHT  -        348.807 (meters)     1144.38  (feet) COMP
 OO1356  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 OO1356
 OO1356  VERT ORDER      -  SECOND    CLASS I
 OO1356
 OO1356  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1356  Type                                         Horiz  Ellip  Dist(km)
 OO1356  -------------------------------------------------------------------
 OO1356  NETWORK                                       0.63   0.59
 OO1356  -------------------------------------------------------------------
 OO1356  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.45      3.99
 OO1356  -------------------------------------------------------------------
 OO1356  NOTE: Click here for information on individual local accuracy
 OO1356  values and other accuracy information.
 OO1356
 OO1356
 OO1356.The horizontal coordinates were established by GPS observations
 OO1356.and adjusted by the National Geodetic Survey in February 2007.
 OO1356
 OO1356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1356.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1356
 OO1356.The horizontal coordinates are valid at the epoch date displayed above
 OO1356.which is a decimal equivalence of Year/Month/Day.
 OO1356
 OO1356.The orthometric height was determined by differential leveling and
 OO1356.adjusted in June 1991.
 OO1356
 OO1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1356
 OO1356.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1356
 OO1356.The ellipsoidal height was determined by GPS observations
 OO1356.and is referenced to NAD 83.
 OO1356
 OO1356.The dynamic height is computed by dividing the NAVD 88
 OO1356.geopotential number by the normal gravity value computed on the
 OO1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1356.degrees latitude (g = 980.6199 gals.).
 OO1356
 OO1356.The modeled gravity was interpolated from observed gravity values.
 OO1356
 OO1356. The following values were computed from the NAD 83(2007) position.
 OO1356
 OO1356;                    North         East     Units Scale Factor Converg.
 OO1356;SPC MN S     -   172,384.036   819,366.098   MT  1.00003125   +0 10 05.7
 OO1356;SPC MN S     -   565,563.29  2,688,203.61   sFT  1.00003125   +0 10 05.7
 OO1356;UTM  15      - 4,833,412.188   438,715.358   MT  0.99964620   -0 31 28.5
 OO1356
 OO1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1356!SPC MN S     -   0.99994987  x   1.00003125  =   0.99998111
 OO1356!UTM  15      -   0.99994987  x   0.99964620  =   0.99959608
 OO1356
 OO1356                          SUPERSEDED SURVEY CONTROL
 OO1356
 OO1356  NAD 83(1996)-  43 39 04.25613(N)    093 45 35.83792(W) AD(       ) 1
 OO1356  ELLIP H (02/05/03)  319.787  (m)                       GP(       ) 3 2
 OO1356  NAVD 88 (02/05/03)  348.89   (m)         1144.6    (f) LEVELING    3  
 OO1356
 OO1356.Superseded values are not recommended for survey control.
 OO1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1356.See file dsdata.txt to determine how the superseded data were derived.
 OO1356
 OO1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3871533412(NAD 83)
 OO1356
 OO1356_MARKER: DV = VERTICAL CONTROL DISK
 OO1356_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1356_SP_SET: COPPER-CLAD STEEL ROD
 OO1356_STAMPING: 2280 BS 1980
 OO1356_MARK LOGO: MNDT  
 OO1356_PROJECTION: FLUSH
 OO1356_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1356+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1356_ROD/PIPE-DEPTH:  9.8 meters
 OO1356
 OO1356  HISTORY     - Date     Condition        Report By
 OO1356  HISTORY     - 1980     MONUMENTED       MNDT
 OO1356  HISTORY     - 19961119 GOOD             MNDT
 OO1356
 OO1356                          STATION DESCRIPTION
 OO1356
 OO1356'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1356'6.8 MI SSW FROM WELLS.
 OO1356'THE MARK IS LOCATED 1.8 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1356'ITS JUNCTION WITH TRUNK HIGHWAY 22 SOUTH OF WELLS AND IS NEAR HIGHWAY
 OO1356'90 MILE POST 137 IN THE SW 1/4 OF SECTION 7, T102N, R24W.  THE MARK
 OO1356'IS 142.5 FEET NORTHEAST OF WESTBOUND MILE POST 137, 111.8 FEET NORTH
 OO1356'OF THE CENTER OF THE WESTBOUND STATION STENCIL 1310+00, 97.5 FEET
 OO1356'NORTH OF AND 2 FEET LOWER THAN THE WESTBOUND CENTERLINE, 1.5 FEET
 OO1356'SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.8 FOOT SOUTH OF A STEEL WITNESS
 OO1356'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1356'STAMPED---2280 BS 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1356'DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 OO1356'SURFACE OF THE GROUND.
 OO1356
 OO1356                          STATION RECOVERY (1996)
 OO1356
 OO1356'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1356'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1356'140 FT (42.7 M) NE OF FAI 90 MILEPOST 137, FLUSH, MAGNETIC AND
 OO1356'SUITABLE FOR GPS.  ROD DEPTH IS 32 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1357 ***********************************************************************
 OO1357  DESIGNATION -  2280 BT
 OO1357  PID         -  OO1357
 OO1357  STATE/COUNTY-  MN/FARIBAULT
 OO1357  COUNTRY     -  US
 OO1357  USGS QUAD   -  WELLS (1982)
 OO1357
 OO1357                         *CURRENT SURVEY CONTROL
 OO1357  ______________________________________________________________________
 OO1357* NAD 83(1986) POSITION- 43 39 13.     (N) 093 44 49.     (W)   SCALED    
 OO1357* NAVD 88 ORTHO HEIGHT -   349.331  (meters)    1146.10  (feet) ADJUSTED  
 OO1357  ______________________________________________________________________
 OO1357  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 OO1357  DYNAMIC HEIGHT  -        349.246 (meters)     1145.82  (feet) COMP
 OO1357  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 OO1357
 OO1357  VERT ORDER      -  FIRST     CLASS II
 OO1357
 OO1357.The horizontal coordinates were scaled from a topographic map and have
 OO1357.an estimated accuracy of +/- 6 seconds.
 OO1357.
 OO1357.The orthometric height was determined by differential leveling and
 OO1357.adjusted in June 1991.
 OO1357
 OO1357.WARNING-Repeat measurements at this control monument indicate possible
 OO1357.vertical movement.
 OO1357
 OO1357.The dynamic height is computed by dividing the NAVD 88
 OO1357.geopotential number by the normal gravity value computed on the
 OO1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1357.degrees latitude (g = 980.6199 gals.).
 OO1357
 OO1357.The modeled gravity was interpolated from observed gravity values.
 OO1357
 OO1357;                    North         East    Units  Estimated Accuracy
 OO1357;SPC MN S     -   172,660.      820,420.      MT  (+/- 180 meters Scaled)
 OO1357
 OO1357                          SUPERSEDED SURVEY CONTROL
 OO1357
 OO1357.No superseded survey control is available for this station.
 OO1357
 OO1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ397336(NAD 83)
 OO1357
 OO1357_MARKER: DV = VERTICAL CONTROL DISK
 OO1357_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1357+WITH SETTING: PAVEMENT
 OO1357_SP_SET: BASE FOR SIGN LEG
 OO1357_STAMPING: 2280 BT 1980
 OO1357_MARK LOGO: MNDT  
 OO1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1357+STABILITY: SURFACE MOTION
 OO1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1357+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1357
 OO1357  HISTORY     - Date     Condition        Report By
 OO1357  HISTORY     - 1980     MONUMENTED       MNDT
 OO1357  HISTORY     - 19900907 GOOD             NGS
 OO1357
 OO1357                          STATION DESCRIPTION
 OO1357
 OO1357'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1357'6.5 MI SSW FROM WELLS.
 OO1357'THE MARK IS LOCATED 1 MILE WEST ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OO1357'JUNCTION WITH TRUNK HIGHWAY 22 SOUTH OF WELLS AND IS NEAR HIGHWAY 90
 OO1357'MILE POINT 137.7 IN THE NW 1/4 OF SECTION 8, T102N, R24W.  THE MARK
 OO1357'IS 74.2 FEET NORTHWEST OF THE CENTER OF THE WESTBOUND HIGHWAY 90
 OO1357'STATION STENCIL 1350, 41.5 FEET NORTH OF AND 2 FEET LOWER THAN THE
 OO1357'WESTBOUND HIGHWAY 90 CENTERLINE IN THE SOUTH SIDE OF THE CONCRETE
 OO1357'BASE FOR THE SOUTH LEG OF THE SIGN STATING JCT 253 21 3, BLUE EARTH
 OO1357'18 AND SOUIX FALLS 150.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 OO1357'MARK DISK STAMPED---2280 BT 1980---, IS CEMENTED IN A DRILL HOLE IN
 OO1357'THE BASE.
 OO1357
 OO1357                          STATION RECOVERY (1990)
 OO1357
 OO1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1357'27.5 KM (17.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1357'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN THE SOUTH
 OO1357'END OF THE CONCRETE FOOTING FOR THE SOUTH LEG OF A HIGHWAY
 OO1357'INFORMATION SIGN, 1.5 KM (0.9 MI) WEST OF THE INTERSECTION OF STATE
 OO1357'HIGHWAY 22 (EXIT 138), 17.5 M (57.4 FT) SOUTH OF A FENCE, 12.7 M
 OO1357'(41.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OO1357'HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 OO1357'FT) SOUTH OF THE SOUTH LEG OF THE SIGN, AND FLUSH WITH THE GROUND
 OO1357'SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1359 ***********************************************************************
 OO1359  DESIGNATION -  2280 BU
 OO1359  PID         -  OO1359
 OO1359  STATE/COUNTY-  MN/FARIBAULT
 OO1359  COUNTRY     -  US
 OO1359  USGS QUAD   -  WELLS (1982)
 OO1359
 OO1359                         *CURRENT SURVEY CONTROL
 OO1359  ______________________________________________________________________
 OO1359* NAD 83(1986) POSITION- 43 39 27.2    (N) 093 43 42.3    (W)   HD_HELD2  
 OO1359* NAVD 88 ORTHO HEIGHT -   360.983  (meters)    1184.33  (feet) ADJUSTED  
 OO1359  ______________________________________________________________________
 OO1359  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1359  DYNAMIC HEIGHT  -        360.894 (meters)     1184.03  (feet) COMP
 OO1359  MODELED GRAVITY -    980,364.7   (mgal)                       NAVD 88
 OO1359
 OO1359  VERT ORDER      -  SECOND    CLASS I
 OO1359
 OO1359.The horizontal coordinates were established by autonomous hand held GPS
 OO1359.observations and have an estimated accuracy of +/- 10 meters.
 OO1359.
 OO1359.The orthometric height was determined by differential leveling and
 OO1359.adjusted in October 2008.
 OO1359
 OO1359.No vertical observational check was made to the station.
 OO1359
 OO1359.WARNING-Repeat measurements at this control monument indicate possible
 OO1359.vertical movement.
 OO1359
 OO1359.Photographs are available for this station.
 OO1359
 OO1359.The dynamic height is computed by dividing the NAVD 88
 OO1359.geopotential number by the normal gravity value computed on the
 OO1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1359.degrees latitude (g = 980.6199 gals.).
 OO1359
 OO1359.The modeled gravity was interpolated from observed gravity values.
 OO1359
 OO1359;                    North         East    Units  Estimated Accuracy
 OO1359;SPC MN S     -   173,100.      821,908.      MT  (+/- 10 meters HH2 GPS)
 OO1359
 OO1359                          SUPERSEDED SURVEY CONTROL
 OO1359
 OO1359  NAVD 88 (06/15/91)  360.970  (m)         1184.28   (f) SUPERSEDED  1 2
 OO1359
 OO1359.Superseded values are not recommended for survey control.
 OO1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1359.See file dsdata.txt to determine how the superseded data were derived.
 OO1359
 OO1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4126434097(NAD 83)
 OO1359
 OO1359_MARKER: DB = BENCH MARK DISK
 OO1359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1359_SP_SET: BRIDGE ABUTMENT
 OO1359_STAMPING: 2280 BU 1980
 OO1359_MARK LOGO: MNHD  
 OO1359_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1359+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2005
 OO1359
 OO1359  HISTORY     - Date     Condition        Report By
 OO1359  HISTORY     - 1980     MONUMENTED       MNDT
 OO1359  HISTORY     - 19900907 GOOD             NGS
 OO1359  HISTORY     - 20051010 GOOD             MNDT
 OO1359
 OO1359                          STATION DESCRIPTION
 OO1359
 OO1359'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1359'6.1 MI SOUTH FROM WELLS.
 OO1359'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1359'TRUNK HIGHWAY 22 SOUTH OF WELLS NEAR HIGHWAY 90 MILE POINT 138.8 IN
 OO1359'THE NW 1/4 OF SECTION 9, T102N, R24W.  THE MARK IS 26 FEET EAST OF
 OO1359'AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY 22 IN THE ABUTMENT
 OO1359'OF BRIDGE NUMBER 22814 CARRYING HIGHWAY 22 OVER HIGHWAY 90.  THE
 OO1359'MARK, A STANDARD MNHD BENCH MARK DIST STAMPED---2280 BU 1980---, IS
 OO1359'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1359
 OO1359                          STATION RECOVERY (1990)
 OO1359
 OO1359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1359'26.0 KM (16.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1359'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1359'3.5 M (11.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTH CONCRETE
 OO1359'ABUTMENT OF STATE HIGHWAY 22 OVERPASS (EXIT 138) OF THE HIGHWAY, 36.3
 OO1359'M (119.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1359'INTERSTATE HIGHWAY, AND 8.0 M (26.2 FT) EAST OF AND LEVEL WITH THE
 OO1359'STATE HIGHWAY CENTERLINE.
 OO1359
 OO1359                          STATION RECOVERY (2005)
 OO1359
 OO1359'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1359'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1416 ***********************************************************************
 OO1416  DESIGNATION -  2280 BV
 OO1416  PID         -  OO1416
 OO1416  STATE/COUNTY-  MN/FARIBAULT
 OO1416  COUNTRY     -  US
 OO1416  USGS QUAD   -  WELLS (1982)
 OO1416
 OO1416                         *CURRENT SURVEY CONTROL
 OO1416  ______________________________________________________________________
 OO1416* NAD 83(2007) POSITION- 43 39 32.70963(N) 093 42 45.48894(W)   ADJUSTED  
 OO1416* NAD 83(2007) ELLIP HT-   323.481 (meters)        (02/10/07)   ADJUSTED
 OO1416* NAD 83(2007) EPOCH   -  2002.00
 OO1416* NAVD 88 ORTHO HEIGHT -   352.732  (meters)    1157.25  (feet) ADJUSTED  
 OO1416  ______________________________________________________________________
 OO1416  NAD 83(2007) X  -   -299,281.751 (meters)                     COMP
 OO1416  NAD 83(2007) Y  - -4,612,242.058 (meters)                     COMP
 OO1416  NAD 83(2007) Z  -  4,380,989.241 (meters)                     COMP
 OO1416  LAPLACE CORR    -         -4.35  (seconds)                    DEFLEC09
 OO1416  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 OO1416  DYNAMIC HEIGHT  -        352.645 (meters)     1156.97  (feet) COMP
 OO1416  MODELED GRAVITY -    980,363.3   (mgal)                       NAVD 88
 OO1416
 OO1416  VERT ORDER      -  FIRST     CLASS II
 OO1416
 OO1416  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1416  Type                                         Horiz  Ellip  Dist(km)
 OO1416  -------------------------------------------------------------------
 OO1416  NETWORK                                       0.40   0.45
 OO1416  -------------------------------------------------------------------
 OO1416  MEDIAN LOCAL ACCURACY AND DIST (018 points)   0.42   0.41      7.98
 OO1416  -------------------------------------------------------------------
 OO1416  NOTE: Click here for information on individual local accuracy
 OO1416  values and other accuracy information.
 OO1416
 OO1416
 OO1416.The horizontal coordinates were established by GPS observations
 OO1416.and adjusted by the National Geodetic Survey in February 2007.
 OO1416
 OO1416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1416.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1416
 OO1416.The horizontal coordinates are valid at the epoch date displayed above
 OO1416.which is a decimal equivalence of Year/Month/Day.
 OO1416
 OO1416.The orthometric height was determined by differential leveling and
 OO1416.adjusted in June 1991.
 OO1416
 OO1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1416
 OO1416.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1416
 OO1416.The ellipsoidal height was determined by GPS observations
 OO1416.and is referenced to NAD 83.
 OO1416
 OO1416.The dynamic height is computed by dividing the NAVD 88
 OO1416.geopotential number by the normal gravity value computed on the
 OO1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1416.degrees latitude (g = 980.6199 gals.).
 OO1416
 OO1416.The modeled gravity was interpolated from observed gravity values.
 OO1416
 OO1416. The following values were computed from the NAD 83(2007) position.
 OO1416
 OO1416;                    North         East     Units Scale Factor Converg.
 OO1416;SPC MN S     -   173,274.498   823,180.580   MT  1.00002924   +0 12 05.1
 OO1416;SPC MN S     -   568,484.75  2,700,718.29   sFT  1.00002924   +0 12 05.1
 OO1416;UTM  15      - 4,834,256.115   442,538.853   MT  0.99964061   -0 29 31.2
 OO1416
 OO1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1416!SPC MN S     -   0.99994928  x   1.00002924  =   0.99997852
 OO1416!UTM  15      -   0.99994928  x   0.99964061  =   0.99958991
 OO1416
 OO1416:                Primary Azimuth Mark                     Grid Az
 OO1416:SPC MN S     -  2280 BW                                  089 45 41.0
 OO1416:UTM  15      -  2280 BW                                  090 27 17.3
 OO1416
 OO1416|---------------------------------------------------------------------|
 OO1416| PID    Reference Object                     Distance      Geod. Az  |
 OO1416|                                                           dddmmss.s |
 OO1416| OO1417 2280 BW                             APPROX. 1.2 KM 0895746.1 |
 OO1416|---------------------------------------------------------------------|
 OO1416
 OO1416                          SUPERSEDED SURVEY CONTROL
 OO1416
 OO1416  NAD 83(1996)-  43 39 32.70882(N)    093 42 45.48826(W) AD(       ) 1
 OO1416  ELLIP H (02/05/03)  323.542  (m)                       GP(       ) 3 2
 OO1416  NAD 83(1996)-  43 39 32.70877(N)    093 42 45.48795(W) AD(       ) 1
 OO1416  ELLIP H (03/16/99)  323.538  (m)                       GP(       ) 4 1
 OO1416  NAD 83(1986)-  43 39 32.69299(N)    093 42 45.48461(W) AD(       ) 1
 OO1416  NAVD 88 (08/15/96)  352.73   (m)         1157.2    (f) LEVELING    3  
 OO1416
 OO1416.Superseded values are not recommended for survey control.
 OO1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1416.See file dsdata.txt to determine how the superseded data were derived.
 OO1416
 OO1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4253834256(NAD 83)
 OO1416
 OO1416_MARKER: DD = SURVEY DISK
 OO1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1416_SP_SET: COPPER-CLAD STEEL ROD
 OO1416_STAMPING: 2280 BV 1980
 OO1416_MARK LOGO: MNDT  
 OO1416_PROJECTION: FLUSH
 OO1416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1416+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 OO1416_ROD/PIPE-DEPTH:  7.3 meters
 OO1416
 OO1416  HISTORY     - Date     Condition        Report By
 OO1416  HISTORY     - 1980     MONUMENTED       MNDT
 OO1416  HISTORY     - 19900907 GOOD             NGS
 OO1416  HISTORY     - 19940413 GOOD             MNDT
 OO1416  HISTORY     - 19961119 GOOD             MNDT
 OO1416  HISTORY     - 20000401 GOOD             MNDT
 OO1416
 OO1416                          STATION DESCRIPTION
 OO1416
 OO1416'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1416'6 MI SSE FROM WELLS.
 OO1416'THE MARK IS LOCATED 0.8 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1416'ITS JUNCTION WITH TRUNK HIGHWAY 22 SOUTH OF WELLS AND IS NEAR HIGHWAY
 OO1416'90 MILE POINT 139.55 IN THE NE 1/4 OF SECTION 9, T102N, R24W.  THE
 OO1416'MARK IS 97.8 FEET SOUTH OF AND 5 FEET LOWER THAN THE EASTBOUND
 OO1416'HIGHWAY 90 CENTERLINE, 86.9 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 OO1416'HIGHWAY 90 STATIONING STENCIL 1440, 1.3 FEET NORTH OF THE
 OO1416'RIGHT-OF-WAY FENCE AND 0.7 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OO1416'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BV
 OO1416'1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 OO1416'FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
 OO1416
 OO1416                          STATION RECOVERY (1990)
 OO1416
 OO1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1416'24.7 KM (15.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1416'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 0.9 KM (0.6
 OO1416'MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 22 (EXIT 138), 29.9 M
 OO1416'(98.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1416'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OO1416'FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS.
 OO1416'NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1416
 OO1416                          STATION RECOVERY (1994)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1416'RECOVERED AS DESCRIBED
 OO1416
 OO1416                          STATION RECOVERY (1996)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1416'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1416'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1416
 OO1416                          STATION RECOVERY (2000)
 OO1416
 OO1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 OO1416'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1417 ***********************************************************************
 OO1417  DESIGNATION -  2280 BW
 OO1417  PID         -  OO1417
 OO1417  STATE/COUNTY-  MN/FARIBAULT
 OO1417  COUNTRY     -  US
 OO1417  USGS QUAD   -  WELLS (1982)
 OO1417
 OO1417                         *CURRENT SURVEY CONTROL
 OO1417  ______________________________________________________________________
 OO1417* NAD 83(2007) POSITION- 43 39 32.73063(N) 093 41 54.11647(W)   ADJUSTED  
 OO1417* NAD 83(2007) ELLIP HT-   325.767 (meters)        (02/10/07)   ADJUSTED
 OO1417* NAD 83(2007) EPOCH   -  2002.00
 OO1417* NAVD 88 ORTHO HEIGHT -   355.052  (meters)    1164.87  (feet) ADJUSTED  
 OO1417  ______________________________________________________________________
 OO1417  NAD 83(2007) X  -   -298,133.091 (meters)                     COMP
 OO1417  NAD 83(2007) Y  - -4,612,317.658 (meters)                     COMP
 OO1417  NAD 83(2007) Z  -  4,380,991.288 (meters)                     COMP
 OO1417  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 OO1417  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1417  DYNAMIC HEIGHT  -        354.964 (meters)     1164.58  (feet) COMP
 OO1417  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 OO1417
 OO1417  VERT ORDER      -  SECOND    CLASS I
 OO1417
 OO1417  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1417  Type                                         Horiz  Ellip  Dist(km)
 OO1417  -------------------------------------------------------------------
 OO1417  NETWORK                                       0.50   0.53
 OO1417  -------------------------------------------------------------------
 OO1417  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.37      2.77
 OO1417  -------------------------------------------------------------------
 OO1417  NOTE: Click here for information on individual local accuracy
 OO1417  values and other accuracy information.
 OO1417
 OO1417
 OO1417.The horizontal coordinates were established by GPS observations
 OO1417.and adjusted by the National Geodetic Survey in February 2007.
 OO1417
 OO1417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1417.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1417
 OO1417.The horizontal coordinates are valid at the epoch date displayed above
 OO1417.which is a decimal equivalence of Year/Month/Day.
 OO1417
 OO1417.The orthometric height was determined by differential leveling and
 OO1417.adjusted in June 1991.
 OO1417
 OO1417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1417
 OO1417.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1417
 OO1417.The ellipsoidal height was determined by GPS observations
 OO1417.and is referenced to NAD 83.
 OO1417
 OO1417.The dynamic height is computed by dividing the NAVD 88
 OO1417.geopotential number by the normal gravity value computed on the
 OO1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1417.degrees latitude (g = 980.6199 gals.).
 OO1417
 OO1417.The modeled gravity was interpolated from observed gravity values.
 OO1417
 OO1417. The following values were computed from the NAD 83(2007) position.
 OO1417
 OO1417;                    North         East     Units Scale Factor Converg.
 OO1417;SPC MN S     -   173,279.293   824,331.690   MT  1.00002923   +0 12 41.1
 OO1417;SPC MN S     -   568,500.48  2,704,494.89   sFT  1.00002923   +0 12 41.1
 OO1417;UTM  15      - 4,834,246.981   443,689.488   MT  0.99963900   -0 28 55.7
 OO1417
 OO1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1417!SPC MN S     -   0.99994892  x   1.00002923  =   0.99997815
 OO1417!UTM  15      -   0.99994892  x   0.99963900  =   0.99958794
 OO1417
 OO1417:                Primary Azimuth Mark                     Grid Az
 OO1417:SPC MN S     -  2280 BV                                  269 45 40.5
 OO1417:UTM  15      -  2280 BV                                  270 27 17.3
 OO1417
 OO1417|---------------------------------------------------------------------|
 OO1417| PID    Reference Object                     Distance      Geod. Az  |
 OO1417|                                                           dddmmss.s |
 OO1417| OO1416 2280 BV                             APPROX. 1.2 KM 2695821.6 |
 OO1417|---------------------------------------------------------------------|
 OO1417
 OO1417                          SUPERSEDED SURVEY CONTROL
 OO1417
 OO1417  NAD 83(1996)-  43 39 32.72988(N)    093 41 54.11578(W) AD(       ) 1
 OO1417  ELLIP H (02/05/03)  325.832  (m)                       GP(       ) 3 2
 OO1417  NAVD 88 (02/05/03)  355.05   (m)         1164.9    (f) LEVELING    3  
 OO1417
 OO1417.Superseded values are not recommended for survey control.
 OO1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1417.See file dsdata.txt to determine how the superseded data were derived.
 OO1417
 OO1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4368934246(NAD 83)
 OO1417
 OO1417_MARKER: DB = BENCH MARK DISK
 OO1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1417_SP_SET: CONCRETE POST
 OO1417_STAMPING: 2280 BW 1980
 OO1417_MARK LOGO: MNDT  
 OO1417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1417+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1417
 OO1417  HISTORY     - Date     Condition        Report By
 OO1417  HISTORY     - 1980     MONUMENTED       MNDT
 OO1417  HISTORY     - 19961119 GOOD             MNDT
 OO1417
 OO1417                          STATION DESCRIPTION
 OO1417
 OO1417'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1417'6.2 MI SSE FROM WELLS.
 OO1417'THE MARK IS LOCATED 1.5 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1417'ITS JUNCTION WITH TRUNK HIGHWAY 22 SOUTH OF WELLS AND IS NEAR HIGHWAY
 OO1417'90 MILE POINT 140.2 NEAR THE N 1/4 CORNER OF SECTION 10, T102N, R24W.
 OO1417'THE MARK IS 240.5 FEET SOUTHWEST OF THE CENTER OF THE EASTBOUND
 OO1417'HIGHWAY 90 STATIONING STENCIL 1480, 98 FEET SOUTH OF AND 2 FEET
 OO1417'HIGHER THAN THE EASTBOUND CENTERLINE, 19.3 FEET EAST OF THE EAST POST
 OO1417'AT A BRACE POLE ON THE RIGHT-OF-WAY FENCE, 0.9 FOOT NORTH OF THE
 OO1417'RIGHT-OF-WAY FENCE AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OO1417'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 BW 1980---, IS
 OO1417'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 3 INCHES
 OO1417'ABOVE GROUND LEVEL.
 OO1417
 OO1417                          STATION RECOVERY (1996)
 OO1417
 OO1417'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1417'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1417'FAI MP 140.25, PROJECTS 3 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1418 ***********************************************************************
 OO1418  DESIGNATION -  2280 BX
 OO1418  PID         -  OO1418
 OO1418  STATE/COUNTY-  MN/FARIBAULT
 OO1418  COUNTRY     -  US
 OO1418  USGS QUAD   -  WELLS (1982)
 OO1418
 OO1418                         *CURRENT SURVEY CONTROL
 OO1418  ______________________________________________________________________
 OO1418* NAD 83(1986) POSITION- 43 39 32.     (N) 093 40 50.     (W)   SCALED    
 OO1418* NAVD 88 ORTHO HEIGHT -   363.322  (meters)    1192.00  (feet) ADJUSTED  
 OO1418  ______________________________________________________________________
 OO1418  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1418  DYNAMIC HEIGHT  -        363.232 (meters)     1191.70  (feet) COMP
 OO1418  MODELED GRAVITY -    980,360.4   (mgal)                       NAVD 88
 OO1418
 OO1418  VERT ORDER      -  FIRST     CLASS II
 OO1418
 OO1418.The horizontal coordinates were scaled from a topographic map and have
 OO1418.an estimated accuracy of +/- 6 seconds.
 OO1418.
 OO1418.The orthometric height was determined by differential leveling and
 OO1418.adjusted in June 1991.
 OO1418
 OO1418.The dynamic height is computed by dividing the NAVD 88
 OO1418.geopotential number by the normal gravity value computed on the
 OO1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1418.degrees latitude (g = 980.6199 gals.).
 OO1418
 OO1418.The modeled gravity was interpolated from observed gravity values.
 OO1418
 OO1418;                    North         East    Units  Estimated Accuracy
 OO1418;SPC MN S     -   173,260.      825,770.      MT  (+/- 180 meters Scaled)
 OO1418
 OO1418                          SUPERSEDED SURVEY CONTROL
 OO1418
 OO1418.No superseded survey control is available for this station.
 OO1418
 OO1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ451342(NAD 83)
 OO1418
 OO1418_MARKER: DV = VERTICAL CONTROL DISK
 OO1418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1418_SP_SET: COPPER-CLAD STEEL ROD
 OO1418_STAMPING: 2280 BX 1980
 OO1418_MARK LOGO: MNDT  
 OO1418_PROJECTION: PROJECTING 10 CENTIMETERS
 OO1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1418+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1418_ROD/PIPE-DEPTH: 9.7  meters
 OO1418
 OO1418  HISTORY     - Date     Condition        Report By
 OO1418  HISTORY     - 1980     MONUMENTED       MNDT
 OO1418  HISTORY     - 19900907 GOOD             NGS
 OO1418
 OO1418                          STATION DESCRIPTION
 OO1418
 OO1418'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1418'5.3 MI WEST FROM ALDEN.
 OO1418'THE MARK IS LOCATED 5.1 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1418'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1418'MILE POINT 141.2 IN THE NW 1/4 OF SECTION 11, T102N, R24W.  THE MARK
 OO1418'IS 60.5 FEET NORTHEAST OF THE CENTER OF THE EASTBOUND HIGHWAY 90
 OO1418'STATIONING STENCIL 1530, 42.5 FEET NORTH OF AND 2 FEET LOWER THAN THE
 OO1418'EASTBOUND CENTERLINE, 41.7 FEET SOUTH OF THE WESTBOUND CENTERLINE,
 OO1418'17.5 FEET EAST OF CENTER OF AN EMERGENCY CROSSOVER, 11 FEET NORTHWEST
 OO1418'OF THE NORTH END OF AN 18 INCH METAL CULVERT UNDER THE EASTBOUND
 OO1418'HIGHWAY AND 0.7 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 OO1418'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BX 1980---,
 OO1418'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT LONG
 OO1418'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 OO1418
 OO1418                          STATION RECOVERY (1990)
 OO1418
 OO1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1418'21.9 KM (13.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1418'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 0.9 KM (0.6
 OO1418'MI) WEST OF THE INTERSECTION OF COUNTY ROAD 31, 12.7 M (41.7 FT)
 OO1418'SOUTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.4 M
 OO1418'(17.7 FT) EAST OF THE CENTER OF A CROSSOVER, 0.5 M (1.6 FT) BELOW THE
 OO1418'LEVEL OF THE HIGHWAY, AND 0.25 M (0.82 FT) EAST OF A WITNESS POST AND
 OO1418'FENCE.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1419 ***********************************************************************
 OO1419  DESIGNATION -  2280 BY
 OO1419  PID         -  OO1419
 OO1419  STATE/COUNTY-  MN/FARIBAULT
 OO1419  COUNTRY     -  US
 OO1419  USGS QUAD   -  WELLS (1982)
 OO1419
 OO1419                         *CURRENT SURVEY CONTROL
 OO1419  ______________________________________________________________________
 OO1419* NAD 83(1986) POSITION- 43 39 47.     (N) 093 40 04.     (W)   SCALED    
 OO1419* NAVD 88 ORTHO HEIGHT -   373.315  (meters)    1224.78  (feet) ADJUSTED  
 OO1419  ______________________________________________________________________
 OO1419  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 OO1419  DYNAMIC HEIGHT  -        373.222 (meters)     1224.48  (feet) COMP
 OO1419  MODELED GRAVITY -    980,359.7   (mgal)                       NAVD 88
 OO1419
 OO1419  VERT ORDER      -  FIRST     CLASS II
 OO1419
 OO1419.The horizontal coordinates were scaled from a topographic map and have
 OO1419.an estimated accuracy of +/- 6 seconds.
 OO1419.
 OO1419.The orthometric height was determined by differential leveling and
 OO1419.adjusted in June 1991.
 OO1419
 OO1419.WARNING-Repeat measurements at this control monument indicate possible
 OO1419.vertical movement.
 OO1419
 OO1419.The dynamic height is computed by dividing the NAVD 88
 OO1419.geopotential number by the normal gravity value computed on the
 OO1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1419.degrees latitude (g = 980.6199 gals.).
 OO1419
 OO1419.The modeled gravity was interpolated from observed gravity values.
 OO1419
 OO1419;                    North         East    Units  Estimated Accuracy
 OO1419;SPC MN S     -   173,730.      826,800.      MT  (+/- 180 meters Scaled)
 OO1419
 OO1419                          SUPERSEDED SURVEY CONTROL
 OO1419
 OO1419.No superseded survey control is available for this station.
 OO1419
 OO1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ461346(NAD 83)
 OO1419
 OO1419_MARKER: DD = SURVEY DISK
 OO1419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1419_SP_SET: BRIDGE ABUTMENT
 OO1419_STAMPING: 2280 BY 1980
 OO1419_MARK LOGO: MNDT  
 OO1419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1419+STABILITY: POSITION/ELEVATION WELL
 OO1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1419+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1419
 OO1419  HISTORY     - Date     Condition        Report By
 OO1419  HISTORY     - 1980     MONUMENTED       MNDT
 OO1419  HISTORY     - 19900907 GOOD             NGS
 OO1419
 OO1419                          STATION DESCRIPTION
 OO1419
 OO1419'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1419'4.6 MI WEST FROM ALDEN.
 OO1419'THE MARK IS LOCATED 4.65 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1419'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1419'MILE POINT 141.7 IN THE SW 1/4 OF SECTION 1, T102N, R24W.  THE MARK
 OO1419'IS 20.8 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF
 OO1419'COUNTY ROAD 31 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE
 OO1419'NUMBER 22819 CARRYING COUNTY ROAD 31 OVER HIGHWAY 90.  THE MARK, A
 OO1419'STANDARD MNHD BENCH MARK DISK STAMPED---2280 BY 1980---, IS CEMENTED
 OO1419'IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 OO1419
 OO1419                          STATION RECOVERY (1990)
 OO1419
 OO1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1419'21.1 KM (13.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1419'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1419'2.0 M (6.6 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OO1419'COUNTY ROAD 31 OVERPASS (NUMBER 22819) OF THE HIGHWAY, 38.8 M (127.3
 OO1419'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OO1419'AND 6.4 M (21.0 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1420 ***********************************************************************
 OO1420  DESIGNATION -  2280 BZ
 OO1420  PID         -  OO1420
 OO1420  STATE/COUNTY-  MN/FARIBAULT
 OO1420  COUNTRY     -  US
 OO1420  USGS QUAD   -  WELLS (1982)
 OO1420
 OO1420                         *CURRENT SURVEY CONTROL
 OO1420  ______________________________________________________________________
 OO1420* NAD 83(2007) POSITION- 43 39 55.42364(N) 093 39 13.03656(W)   ADJUSTED  
 OO1420* NAD 83(2007) ELLIP HT-   336.339 (meters)        (02/10/07)   ADJUSTED
 OO1420* NAD 83(2007) EPOCH   -  2002.00
 OO1420* NAVD 88 ORTHO HEIGHT -   365.678  (meters)    1199.73  (feet) ADJUSTED  
 OO1420  ______________________________________________________________________
 OO1420  NAD 83(2007) X  -   -294,500.741 (meters)                     COMP
 OO1420  NAD 83(2007) Y  - -4,612,074.128 (meters)                     COMP
 OO1420  NAD 83(2007) Z  -  4,381,505.274 (meters)                     COMP
 OO1420  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC09
 OO1420  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO1420  DYNAMIC HEIGHT  -        365.586 (meters)     1199.43  (feet) COMP
 OO1420  MODELED GRAVITY -    980,358.7   (mgal)                       NAVD 88
 OO1420
 OO1420  VERT ORDER      -  FIRST     CLASS II
 OO1420
 OO1420  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1420  Type                                         Horiz  Ellip  Dist(km)
 OO1420  -------------------------------------------------------------------
 OO1420  NETWORK                                       0.48   0.47
 OO1420  -------------------------------------------------------------------
 OO1420  MEDIAN LOCAL ACCURACY AND DIST (018 points)   0.54   0.55     11.11
 OO1420  -------------------------------------------------------------------
 OO1420  NOTE: Click here for information on individual local accuracy
 OO1420  values and other accuracy information.
 OO1420
 OO1420
 OO1420.The horizontal coordinates were established by GPS observations
 OO1420.and adjusted by the National Geodetic Survey in February 2007.
 OO1420
 OO1420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1420.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1420
 OO1420.The horizontal coordinates are valid at the epoch date displayed above
 OO1420.which is a decimal equivalence of Year/Month/Day.
 OO1420
 OO1420.The orthometric height was determined by differential leveling and
 OO1420.adjusted in June 1991.
 OO1420
 OO1420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1420
 OO1420.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1420
 OO1420.The ellipsoidal height was determined by GPS observations
 OO1420.and is referenced to NAD 83.
 OO1420
 OO1420.The dynamic height is computed by dividing the NAVD 88
 OO1420.geopotential number by the normal gravity value computed on the
 OO1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1420.degrees latitude (g = 980.6199 gals.).
 OO1420
 OO1420.The modeled gravity was interpolated from observed gravity values.
 OO1420
 OO1420. The following values were computed from the NAD 83(2007) position.
 OO1420
 OO1420;                    North         East     Units Scale Factor Converg.
 OO1420;SPC MN S     -   173,993.981   827,938.063   MT  1.00002764   +0 14 34.0
 OO1420;SPC MN S     -   570,845.25  2,716,326.80   sFT  1.00002764   +0 14 34.0
 OO1420;UTM  15      - 4,834,917.682   447,302.835   MT  0.99963416   -0 27 04.7
 OO1420
 OO1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1420!SPC MN S     -   0.99994726  x   1.00002764  =   0.99997490
 OO1420!UTM  15      -   0.99994726  x   0.99963416  =   0.99958144
 OO1420
 OO1420                          SUPERSEDED SURVEY CONTROL
 OO1420
 OO1420  NAD 83(1996)-  43 39 55.42283(N)    093 39 13.03587(W) AD(       ) 1
 OO1420  ELLIP H (02/05/03)  336.402  (m)                       GP(       ) 3 2
 OO1420  NAVD 88 (02/05/03)  365.68   (m)         1199.7    (f) LEVELING    3  
 OO1420
 OO1420.Superseded values are not recommended for survey control.
 OO1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1420.See file dsdata.txt to determine how the superseded data were derived.
 OO1420
 OO1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4730234917(NAD 83)
 OO1420
 OO1420_MARKER: DV = VERTICAL CONTROL DISK
 OO1420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1420_SP_SET: COPPER-CLAD STEEL ROD
 OO1420_STAMPING: 2280 BZ 1980
 OO1420_MARK LOGO: MNDT  
 OO1420_PROJECTION: FLUSH
 OO1420_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1420+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2000
 OO1420_ROD/PIPE-DEPTH:  7.3 meters
 OO1420
 OO1420  HISTORY     - Date     Condition        Report By
 OO1420  HISTORY     - 1980     MONUMENTED       MNDT
 OO1420  HISTORY     - 19900907 GOOD             NGS
 OO1420  HISTORY     - 19961120 GOOD             MNDT
 OO1420  HISTORY     - 20000510 GOOD             MNDT
 OO1420
 OO1420                          STATION DESCRIPTION
 OO1420
 OO1420'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1420'4 MI WEST FROM ALDEN.
 OO1420'THE MARK IS LOCATED ABOUT 4 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1420'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1420'90 MILE POINT 142.5 IN THE SE 1/4 OF SECTION 1, T102N, R24W.  THE
 OO1420'MARK IS 98.4 FEET SOUTH OF AND 6 FEET LOWER THAN THE EASTBOUND
 OO1420'CENTERLINE OF HIGHWAY 90, 91.5 FEET SOUTH OF THE EASTBOUND HIGHWAY 90
 OO1420'STATIONING STENCIL 1600, 1 FOOT NORTHEAST OF THE WEST POST AT A
 OO1420'RIGHT-OF-WAY FENCE BRACE, 0.7 FOOT NORTH OF THE RIGHT-OF-WAY FENCE
 OO1420'AND 0.6 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 OO1420'MNHD VERTICAL CONTROL MARK DISK STAMPED---2280 BZ 1980---, IS CRIMPED
 OO1420'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1420'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 OO1420
 OO1420                          STATION RECOVERY (1990)
 OO1420
 OO1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1420'19.8 KM (12.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1420'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 0.4 KM (0.2
 OO1420'MI) WEST OF THE FARIBAULT-FREEDOM COUNTY LINE, 30.5 M (100.1 FT)
 OO1420'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 1.2 M
 OO1420'(3.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTHEAST OF
 OO1420'A FENCE BRACE POST, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND
 OO1420'FENCE.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1420
 OO1420                          STATION RECOVERY (1996)
 OO1420
 OO1420'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1420'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1420'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1420
 OO1420                          STATION RECOVERY (2000)
 OO1420
 OO1420'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 OO1420'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1207 ***********************************************************************
 OP1207  DESIGNATION -  2280 C
 OP1207  PID         -  OP1207
 OP1207  STATE/COUNTY-  MN/FARIBAULT
 OP1207  COUNTRY     -  US
 OP1207  USGS QUAD   -  HUNTLEY (1967)
 OP1207
 OP1207                         *CURRENT SURVEY CONTROL
 OP1207  ______________________________________________________________________
 OP1207* NAD 83(2007) POSITION- 43 39 59.85787(N) 094 11 51.46462(W)   ADJUSTED  
 OP1207* NAD 83(2007) ELLIP HT-   308.248 (meters)        (02/10/07)   ADJUSTED
 OP1207* NAD 83(2007) EPOCH   -  2002.00
 OP1207* NAVD 88 ORTHO HEIGHT -   336.556  (meters)    1104.18  (feet) ADJUSTED  
 OP1207  ______________________________________________________________________
 OP1207  NAD 83(2007) X  -   -338,268.790 (meters)                     COMP
 OP1207  NAD 83(2007) Y  - -4,608,955.571 (meters)                     COMP
 OP1207  NAD 83(2007) Z  -  4,381,584.879 (meters)                     COMP
 OP1207  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC09
 OP1207  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 OP1207  DYNAMIC HEIGHT  -        336.488 (meters)     1103.96  (feet) COMP
 OP1207  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 OP1207
 OP1207  VERT ORDER      -  FIRST     CLASS II
 OP1207
 OP1207  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1207  Type                                         Horiz  Ellip  Dist(km)
 OP1207  -------------------------------------------------------------------
 OP1207  NETWORK                                       0.51   0.47
 OP1207  -------------------------------------------------------------------
 OP1207  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.57   0.46      4.74
 OP1207  -------------------------------------------------------------------
 OP1207  NOTE: Click here for information on individual local accuracy
 OP1207  values and other accuracy information.
 OP1207
 OP1207
 OP1207.The horizontal coordinates were established by GPS observations
 OP1207.and adjusted by the National Geodetic Survey in February 2007.
 OP1207
 OP1207.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1207.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1207
 OP1207.The horizontal coordinates are valid at the epoch date displayed above
 OP1207.which is a decimal equivalence of Year/Month/Day.
 OP1207
 OP1207.The orthometric height was determined by differential leveling and
 OP1207.adjusted in June 1991.
 OP1207
 OP1207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1207
 OP1207.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1207
 OP1207.The ellipsoidal height was determined by GPS observations
 OP1207.and is referenced to NAD 83.
 OP1207
 OP1207.The dynamic height is computed by dividing the NAVD 88
 OP1207.geopotential number by the normal gravity value computed on the
 OP1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1207.degrees latitude (g = 980.6199 gals.).
 OP1207
 OP1207.The modeled gravity was interpolated from observed gravity values.
 OP1207
 OP1207. The following values were computed from the NAD 83(2007) position.
 OP1207
 OP1207;                    North         East     Units Scale Factor Converg.
 OP1207;SPC MN S     -   174,090.913   784,060.021   MT  1.00002733   -0 08 18.7
 OP1207;SPC MN S     -   571,163.27  2,572,370.25   sFT  1.00002733   -0 08 18.7
 OP1207;UTM  15      - 4,835,543.755   403,444.817   MT  0.99971467   -0 49 37.1
 OP1207
 OP1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1207!SPC MN S     -   0.99995167  x   1.00002733  =   0.99997899
 OP1207!UTM  15      -   0.99995167  x   0.99971467  =   0.99966635
 OP1207
 OP1207                          SUPERSEDED SURVEY CONTROL
 OP1207
 OP1207  NAD 83(1996)-  43 39 59.85730(N)    094 11 51.46423(W) AD(       ) 1
 OP1207  ELLIP H (02/05/03)  308.302  (m)                       GP(       ) 3 2
 OP1207  NAVD 88 (02/05/03)  336.56   (m)         1104.2    (f) LEVELING    3  
 OP1207
 OP1207.Superseded values are not recommended for survey control.
 OP1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1207.See file dsdata.txt to determine how the superseded data were derived.
 OP1207
 OP1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0344435543(NAD 83)
 OP1207
 OP1207_MARKER: DB = BENCH MARK DISK
 OP1207_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1207_SP_SET: CONCRETE POST
 OP1207_STAMPING: 2280 C 1973
 OP1207_MARK LOGO: MNDT  
 OP1207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1207+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 OP1207
 OP1207  HISTORY     - Date     Condition        Report By
 OP1207  HISTORY     - 1973     MONUMENTED       MNDT
 OP1207  HISTORY     - 1980     GOOD             MNDT
 OP1207  HISTORY     - 19900830 GOOD             NGS
 OP1207  HISTORY     - 19961120 GOOD             MNDT
 OP1207  HISTORY     - 20000509 GOOD             MNDT
 OP1207
 OP1207                          STATION DESCRIPTION
 OP1207
 OP1207'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1207'1.8 MI NE FROM GUCKEEN.
 OP1207'THE MARK IS LOCATED ABOUT 1.5 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1207'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1207'NEAR HIGHWAY 90 MILE POINT 114.85 NEAR THE CENTER OF SECTION 4,
 OP1207'T102N, R28W.  THE MARK IS 98.2 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OP1207'EASTBOUND CENTERLINE OF HIGHWAY 90, 2 FEET WEST OF THE SOUTH
 OP1207'EXTENSION OF A FENCE RUNNING NORTH, 0.4 FOOT SOUTH OF THE
 OP1207'RIGHT-OF-WAY FENCE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 OP1207'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 C 1973---, IS
 OP1207'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 3 INCHES
 OP1207'BELOW THE SURFACE OF THE GROUND.
 OP1207
 OP1207                          STATION RECOVERY (1990)
 OP1207
 OP1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1207'8.3 KM (5.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1207'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, 29.8 M (97.8 FT) NORTH
 OP1207'OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OP1207'HIGHWAY, 0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST, 0.2 M (0.7
 OP1207'FT) SOUTH OF A FENCE, AND THE MONUMENT IS 0.05 M (0.16 FT) BELOW THE
 OP1207'GROUND SURFACE.
 OP1207
 OP1207                          STATION RECOVERY (1996)
 OP1207
 OP1207'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1207'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP1207'THE MARK IS 1.8 MI (2.9 KM) NE OF GUCKEEN, 5.2 MI (8.4 KM) WEST ALONG
 OP1207'FAI 90 FROM JCT OF FAI 90 AND TH 169 IN BLUE EARTH, 1.5 MI (2.4 KM)
 OP1207'EAST OF JCT OF FAI 90 AND CO RD 1, 97.8 FT (29.8 M) NORTH OF WB FAI
 OP1207'90, AT FAI 90 MP 114.85, 0.3 FT (9.1 CM) SOUTH OF R/W FENCE, 1.6 FT
 OP1207'(0.5 M) WEST OF FENCE, 2 FT (0.6 M) WEST OF WIT POST, RECESSED 3 IN,
 OP1207'MAGNETIC AND SUITABLE FOR GPS.  UNKNOWN REASON WHY STAMPING AND
 OP1207'SETTING DATED ARE DIFFERENT.
 OP1207
 OP1207                          STATION RECOVERY (2000)
 OP1207
 OP1207'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (BJZ)
 OP1207'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1334 ***********************************************************************
 OO1334  DESIGNATION -  2280 M
 OO1334  PID         -  OO1334
 OO1334  STATE/COUNTY-  MN/FARIBAULT
 OO1334  COUNTRY     -  US
 OO1334  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1334
 OO1334                         *CURRENT SURVEY CONTROL
 OO1334  ______________________________________________________________________
 OO1334* NAD 83(1986) POSITION- 43 39 09.     (N) 093 57 28.     (W)   SCALED    
 OO1334* NAVD 88 ORTHO HEIGHT -   330.783  (meters)    1085.24  (feet) ADJUSTED  
 OO1334  ______________________________________________________________________
 OO1334  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 OO1334  DYNAMIC HEIGHT  -        330.711 (meters)     1085.01  (feet) COMP
 OO1334  MODELED GRAVITY -    980,393.8   (mgal)                       NAVD 88
 OO1334
 OO1334  VERT ORDER      -  SECOND    CLASS I
 OO1334
 OO1334.The horizontal coordinates were scaled from a topographic map and have
 OO1334.an estimated accuracy of +/- 6 seconds.
 OO1334.
 OO1334.The orthometric height was determined by differential leveling and
 OO1334.adjusted in June 1991.
 OO1334
 OO1334.The dynamic height is computed by dividing the NAVD 88
 OO1334.geopotential number by the normal gravity value computed on the
 OO1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1334.degrees latitude (g = 980.6199 gals.).
 OO1334
 OO1334.The modeled gravity was interpolated from observed gravity values.
 OO1334
 OO1334;                    North         East    Units  Estimated Accuracy
 OO1334;SPC MN S     -   172,500.      803,410.      MT  (+/- 180 meters Scaled)
 OO1334
 OO1334                          SUPERSEDED SURVEY CONTROL
 OO1334
 OO1334.No superseded survey control is available for this station.
 OO1334
 OO1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ227337(NAD 83)
 OO1334
 OO1334_MARKER: DB = BENCH MARK DISK
 OO1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1334_SP_SET: CONCRETE POST
 OO1334_STAMPING: 2280 M 1965
 OO1334_MARK LOGO: MNDT  
 OO1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1334+STABILITY: SURFACE MOTION
 OO1334
 OO1334  HISTORY     - Date     Condition        Report By
 OO1334  HISTORY     - 1965     MONUMENTED       MNDT
 OO1334  HISTORY     - 1980     GOOD             MNDT
 OO1334
 OO1334                          STATION DESCRIPTION
 OO1334
 OO1334'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1334'4.8 MI NNW FROM FROST.
 OO1334'THE MARK IS LOCATED ABOUT 1.6 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1334'FROM ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1334'HIGHWAY 90 MILE POINT 127.05 IN THE NW 1/4 OF SECTION 9, T102N, R26W.
 OO1334'THE MARK IS 99.5 FEET NORTH OF AND 4 FEET LOWER THAN THE WESTBOUND
 OO1334'CENTERLINE OF HIGHWAY 90 AT ENGINEERS STATION 785+55, 65.5 FEET
 OO1334'NORTHWEST OF THE WEST END OF THE NORTH HEADWALL OF A DOUBLE BOX
 OO1334'CULVERT UNDER HIGHWAY 90, 44.2 FEET NORTHEAST OF A MARKER AND VENT
 OO1334'FOR AN UNDERGROUND AMMONIA PIPE LINE, 27.5 FEET NORTH-NORTHEAST OF
 OO1334'THE WEST GATE POST IN THE RIGHT-OF-WAY FENCE AND 0.6 FEET SOUTH OF A
 OO1334'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1334'STAMPED---2280 M 1965---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OO1334'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1350 ***********************************************************************
 OO1350  DESIGNATION -  2280 N
 OO1350  PID         -  OO1350
 OO1350  STATE/COUNTY-  MN/FARIBAULT
 OO1350  COUNTRY     -  US
 OO1350  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1350
 OO1350                         *CURRENT SURVEY CONTROL
 OO1350  ______________________________________________________________________
 OO1350* NAD 83(1986) POSITION- 43 39 06.     (N) 093 53 52.     (W)   SCALED    
 OO1350* NAVD 88 ORTHO HEIGHT -   337.538  (meters)    1107.41  (feet) ADJUSTED  
 OO1350  ______________________________________________________________________
 OO1350  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 OO1350  DYNAMIC HEIGHT  -        337.463 (meters)     1107.16  (feet) COMP
 OO1350  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 OO1350
 OO1350  VERT ORDER      -  SECOND    CLASS I
 OO1350
 OO1350.The horizontal coordinates were scaled from a topographic map and have
 OO1350.an estimated accuracy of +/- 6 seconds.
 OO1350.
 OO1350.The orthometric height was determined by differential leveling and
 OO1350.adjusted in June 1991.
 OO1350
 OO1350.The dynamic height is computed by dividing the NAVD 88
 OO1350.geopotential number by the normal gravity value computed on the
 OO1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1350.degrees latitude (g = 980.6199 gals.).
 OO1350
 OO1350.The modeled gravity was interpolated from observed gravity values.
 OO1350
 OO1350;                    North         East    Units  Estimated Accuracy
 OO1350;SPC MN S     -   172,420.      808,250.      MT  (+/- 180 meters Scaled)
 OO1350
 OO1350                          SUPERSEDED SURVEY CONTROL
 OO1350
 OO1350.No superseded survey control is available for this station.
 OO1350
 OO1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ276335(NAD 83)
 OO1350
 OO1350_MARKER: DB = BENCH MARK DISK
 OO1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1350_SP_SET: CONCRETE POST
 OO1350_STAMPING: 2280 N 1965
 OO1350_MARK LOGO: MNDT  
 OO1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1350+STABILITY: SURFACE MOTION
 OO1350
 OO1350  HISTORY     - Date     Condition        Report By
 OO1350  HISTORY     - 1965     MONUMENTED       MNDT
 OO1350  HISTORY     - 1980     GOOD             MNDT
 OO1350
 OO1350                          STATION DESCRIPTION
 OO1350
 OO1350'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1350'4.8 MI NNE FROM FROST.
 OO1350'THE MARK IS LOCATED 1.5 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1350'ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1350'HIGHWAY 90 MILE POINT 130.05 NEAR THE CENTER OF SECTION 12, T102N,
 OO1350'R26W.  THE MARK IS 132.5 FEET SOUTH OF AND 1 FOOT HIGHER THAN THE
 OO1350'EASTBOUND HIGHWAY 90 CENTERLINE, 33.3 FEET SOUTH OF THE SOUTH
 OO1350'RIGHT-OF-WAY FENCE, 9 FEET NORTH OF A STEEL RP POST ON THE
 OO1350'NORTH-SOUTH 1/4 LINE OF SECTION 12 AND 0.6 FOOT NORTH OF A STEEL
 OO1350'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1350'STAMPED---2280 N 1965---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OO1350'POST THAT IS BURIED 1 INCH BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1348 ***********************************************************************
 OO1348  DESIGNATION -  2280 P
 OO1348  PID         -  OO1348
 OO1348  STATE/COUNTY-  MN/FARIBAULT
 OO1348  COUNTRY     -  US
 OO1348  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1348
 OO1348                         *CURRENT SURVEY CONTROL
 OO1348  ______________________________________________________________________
 OO1348* NAD 83(1986) POSITION- 43 39 06.     (N) 093 52 35.     (W)   SCALED    
 OO1348* NAVD 88 ORTHO HEIGHT -   340.942  (meters)    1118.57  (feet) ADJUSTED  
 OO1348  ______________________________________________________________________
 OO1348  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 OO1348  DYNAMIC HEIGHT  -        340.865 (meters)     1118.32  (feet) COMP
 OO1348  MODELED GRAVITY -    980,383.2   (mgal)                       NAVD 88
 OO1348
 OO1348  VERT ORDER      -  FIRST     CLASS II
 OO1348
 OO1348.The horizontal coordinates were scaled from a topographic map and have
 OO1348.an estimated accuracy of +/- 6 seconds.
 OO1348.
 OO1348.The orthometric height was determined by differential leveling and
 OO1348.adjusted in June 1991.
 OO1348
 OO1348.The dynamic height is computed by dividing the NAVD 88
 OO1348.geopotential number by the normal gravity value computed on the
 OO1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1348.degrees latitude (g = 980.6199 gals.).
 OO1348
 OO1348.The modeled gravity was interpolated from observed gravity values.
 OO1348
 OO1348;                    North         East    Units  Estimated Accuracy
 OO1348;SPC MN S     -   172,420.      809,970.      MT  (+/- 180 meters Scaled)
 OO1348
 OO1348                          SUPERSEDED SURVEY CONTROL
 OO1348
 OO1348.No superseded survey control is available for this station.
 OO1348
 OO1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ293335(NAD 83)
 OO1348
 OO1348_MARKER: DD = SURVEY DISK
 OO1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1348_SP_SET: CONCRETE POST
 OO1348_STAMPING: 2280 P 1965
 OO1348_MARK LOGO: MNDT  
 OO1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1348+STABILITY: SURFACE MOTION
 OO1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1348+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1348
 OO1348  HISTORY     - Date     Condition        Report By
 OO1348  HISTORY     - 1965     MONUMENTED       MNDT
 OO1348  HISTORY     - 1980     GOOD             MNDT
 OO1348  HISTORY     - 19900907 GOOD             NGS
 OO1348
 OO1348                          STATION DESCRIPTION
 OO1348
 OO1348'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1348'5.2 MI NE FROM FROST.
 OO1348'THE MARK IS LOCATED 2.5 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1348'ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1348'HIGHWAY 90 MILE POINT 131.05 NEAR THE CENTER OF SECTION 7, T102N,
 OO1348'R25W.  THE MARK IS 196 FEET SOUTH OF AND 10 FEET HIGHER THAN THE
 OO1348'EASTBOUND HIGHWAY 90 CENTERLINE, 119 FEET NORTH OF A RP POST, 97 FEET
 OO1348'SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.8 FOOT NORTH OF A STEEL WITNESS
 OO1348'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 P
 OO1348'1980---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED
 OO1348'1 INCH BELOW THE SURFACE OF THE GROUND.
 OO1348
 OO1348                          STATION RECOVERY (1990)
 OO1348
 OO1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1348'18.0 M (59.1 FT) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1348'JUNCTION OF STATE HIGHWAY 169 IN BLUE EARTH, 59.5 M (195.2 FT) SOUTH
 OO1348'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 29.5 M (96.8
 OO1348'FT) SOUTH OF A FENCE BRACE POST, 3.0 M (9.8 FT) ABOVE THE LEVEL OF
 OO1348'THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OO1348'IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1347 ***********************************************************************
 OO1347  DESIGNATION -  2280 R
 OO1347  PID         -  OO1347
 OO1347  STATE/COUNTY-  MN/FARIBAULT
 OO1347  COUNTRY     -  US
 OO1347  USGS QUAD   -  BRUSH CREEK (1982)
 OO1347
 OO1347                         *CURRENT SURVEY CONTROL
 OO1347  ______________________________________________________________________
 OO1347* NAD 83(2007) POSITION- 43 39 09.35383(N) 093 51 28.69599(W)   ADJUSTED  
 OO1347* NAD 83(2007) ELLIP HT-   312.275 (meters)        (02/10/07)   ADJUSTED
 OO1347* NAD 83(2007) EPOCH   -  2002.00
 OO1347* NAVD 88 ORTHO HEIGHT -   341.207  (meters)    1119.44  (feet) ADJUSTED  
 OO1347  ______________________________________________________________________
 OO1347  NAD 83(2007) X  -   -311,013.030 (meters)                     COMP
 OO1347  NAD 83(2007) Y  - -4,611,956.478 (meters)                     COMP
 OO1347  NAD 83(2007) Z  -  4,380,459.965 (meters)                     COMP
 OO1347  LAPLACE CORR    -         -5.96  (seconds)                    DEFLEC09
 OO1347  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 OO1347  DYNAMIC HEIGHT  -        341.129 (meters)     1119.19  (feet) COMP
 OO1347  MODELED GRAVITY -    980,380.7   (mgal)                       NAVD 88
 OO1347
 OO1347  VERT ORDER      -  SECOND    CLASS I
 OO1347
 OO1347  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1347  Type                                         Horiz  Ellip  Dist(km)
 OO1347  -------------------------------------------------------------------
 OO1347  NETWORK                                       0.58   0.59
 OO1347  -------------------------------------------------------------------
 OO1347  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.43      3.09
 OO1347  -------------------------------------------------------------------
 OO1347  NOTE: Click here for information on individual local accuracy
 OO1347  values and other accuracy information.
 OO1347
 OO1347
 OO1347.The horizontal coordinates were established by GPS observations
 OO1347.and adjusted by the National Geodetic Survey in February 2007.
 OO1347
 OO1347.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1347.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1347
 OO1347.The horizontal coordinates are valid at the epoch date displayed above
 OO1347.which is a decimal equivalence of Year/Month/Day.
 OO1347
 OO1347.The orthometric height was determined by differential leveling and
 OO1347.adjusted in June 1991.
 OO1347
 OO1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1347
 OO1347.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1347
 OO1347.The ellipsoidal height was determined by GPS observations
 OO1347.and is referenced to NAD 83.
 OO1347
 OO1347.The dynamic height is computed by dividing the NAVD 88
 OO1347.geopotential number by the normal gravity value computed on the
 OO1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1347.degrees latitude (g = 980.6199 gals.).
 OO1347
 OO1347.The modeled gravity was interpolated from observed gravity values.
 OO1347
 OO1347. The following values were computed from the NAD 83(2007) position.
 OO1347
 OO1347;                    North         East     Units Scale Factor Converg.
 OO1347;SPC MN S     -   172,522.864   811,458.203   MT  1.00003089   +0 05 58.4
 OO1347;SPC MN S     -   566,018.76  2,662,259.12   sFT  1.00003089   +0 05 58.4
 OO1347;UTM  15      - 4,833,646.470   430,812.711   MT  0.99965888   -0 35 32.2
 OO1347
 OO1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1347!SPC MN S     -   0.99995103  x   1.00003089  =   0.99998192
 OO1347!UTM  15      -   0.99995103  x   0.99965888  =   0.99960993
 OO1347
 OO1347                          SUPERSEDED SURVEY CONTROL
 OO1347
 OO1347  NAD 83(1996)-  43 39 09.35309(N)    093 51 28.69533(W) AD(       ) 1
 OO1347  ELLIP H (02/05/03)  312.335  (m)                       GP(       ) 3 2
 OO1347  NAVD 88 (02/05/03)  341.21   (m)         1119.5    (f) LEVELING    3  
 OO1347
 OO1347.Superseded values are not recommended for survey control.
 OO1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1347.See file dsdata.txt to determine how the superseded data were derived.
 OO1347
 OO1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ3081233646(NAD 83)
 OO1347
 OO1347_MARKER: DB = BENCH MARK DISK
 OO1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1347_SP_SET: CONCRETE POST
 OO1347_STAMPING: 2280 R 1965
 OO1347_MARK LOGO: MNDT  
 OO1347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1347+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1347
 OO1347  HISTORY     - Date     Condition        Report By
 OO1347  HISTORY     - 1965     MONUMENTED       MNDT
 OO1347  HISTORY     - 1980     GOOD             MNDT
 OO1347  HISTORY     - 19961119 SEE DESCRIPTION  MNDT
 OO1347
 OO1347                          STATION DESCRIPTION
 OO1347
 OO1347'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1347'5.7 MI NE FROM FROST.
 OO1347'THE MARK IS LOCATED 3.5 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1347'ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH OF FROST AND IS NEAR
 OO1347'HIGHWAY 90 MILE POINT 132.05 NEAR THE CENTER OF SECTION 8, T102N,
 OO1347'R25W.  THE MARK IS 97 FEET NORTH OF AND 5 FEET LOWER THAN THE
 OO1347'WESTBOUND HIGHWAY 90 CENTERLINE 3.2 FEET SOUTHWEST OF A R/W RP POST,
 OO1347'1.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.7 FOOT SOUTH OF A
 OO1347'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1347'STAMPED---2280 R 1965---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OO1347'POST THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 OO1347
 OO1347                          STATION RECOVERY (1996)
 OO1347
 OO1347'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1347'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 96
 OO1347'FT (29.3 M) NORTH OF WB FAI 90, PROJECTS 3 IN, MAGNETIC AND SUITABLE
 OO1347'FOR GPS.  MARK APPEARS TO BE TIPPED TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1358 ***********************************************************************
 OO1358  DESIGNATION -  2280 X
 OO1358  PID         -  OO1358
 OO1358  STATE/COUNTY-  MN/FARIBAULT
 OO1358  COUNTRY     -  US
 OO1358  USGS QUAD   -  WELLS (1982)
 OO1358
 OO1358                         *CURRENT SURVEY CONTROL
 OO1358  ______________________________________________________________________
 OO1358* NAD 83(2007) POSITION- 43 39 19.43706(N) 093 44 20.23394(W)   ADJUSTED  
 OO1358* NAD 83(2007) ELLIP HT-   322.226 (meters)        (02/10/07)   ADJUSTED
 OO1358* NAD 83(2007) EPOCH   -  2002.00
 OO1358* NAVD 88 ORTHO HEIGHT -   351.399  (meters)    1152.88  (feet) ADJUSTED  
 OO1358  ______________________________________________________________________
 OO1358  NAD 83(2007) X  -   -301,418.674 (meters)                     COMP
 OO1358  NAD 83(2007) Y  - -4,612,385.390 (meters)                     COMP
 OO1358  NAD 83(2007) Z  -  4,380,692.001 (meters)                     COMP
 OO1358  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC09
 OO1358  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 OO1358  DYNAMIC HEIGHT  -        351.314 (meters)     1152.60  (feet) COMP
 OO1358  MODELED GRAVITY -    980,365.7   (mgal)                       NAVD 88
 OO1358
 OO1358  VERT ORDER      -  SECOND    CLASS I
 OO1358
 OO1358  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1358  Type                                         Horiz  Ellip  Dist(km)
 OO1358  -------------------------------------------------------------------
 OO1358  NETWORK                                       0.57   0.55
 OO1358  -------------------------------------------------------------------
 OO1358  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.37      1.38
 OO1358  -------------------------------------------------------------------
 OO1358  NOTE: Click here for information on individual local accuracy
 OO1358  values and other accuracy information.
 OO1358
 OO1358
 OO1358.The horizontal coordinates were established by GPS observations
 OO1358.and adjusted by the National Geodetic Survey in February 2007.
 OO1358
 OO1358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1358.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1358
 OO1358.The horizontal coordinates are valid at the epoch date displayed above
 OO1358.which is a decimal equivalence of Year/Month/Day.
 OO1358
 OO1358.The orthometric height was determined by differential leveling and
 OO1358.adjusted in June 1991.
 OO1358
 OO1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1358
 OO1358.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1358
 OO1358.The ellipsoidal height was determined by GPS observations
 OO1358.and is referenced to NAD 83.
 OO1358
 OO1358.The dynamic height is computed by dividing the NAVD 88
 OO1358.geopotential number by the normal gravity value computed on the
 OO1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1358.degrees latitude (g = 980.6199 gals.).
 OO1358
 OO1358.The modeled gravity was interpolated from observed gravity values.
 OO1358
 OO1358. The following values were computed from the NAD 83(2007) position.
 OO1358
 OO1358;                    North         East     Units Scale Factor Converg.
 OO1358;SPC MN S     -   172,857.740   821,058.918   MT  1.00003017   +0 10 58.7
 OO1358;SPC MN S     -   567,117.44  2,693,757.47   sFT  1.00003017   +0 10 58.7
 OO1358;UTM  15      - 4,833,865.209   440,413.128   MT  0.99964367   -0 30 36.5
 OO1358
 OO1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1358!SPC MN S     -   0.99994947  x   1.00003017  =   0.99997964
 OO1358!UTM  15      -   0.99994947  x   0.99964367  =   0.99959316
 OO1358
 OO1358                          SUPERSEDED SURVEY CONTROL
 OO1358
 OO1358  NAD 83(1996)-  43 39 19.43629(N)    093 44 20.23326(W) AD(       ) 1
 OO1358  ELLIP H (02/05/03)  322.290  (m)                       GP(       ) 3 2
 OO1358  NAVD 88 (02/05/03)  351.4    (m)  GEOID99 model used   GPS OBS        
 OO1358
 OO1358.Superseded values are not recommended for survey control.
 OO1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1358.See file dsdata.txt to determine how the superseded data were derived.
 OO1358
 OO1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4041333865(NAD 83)
 OO1358
 OO1358_MARKER: DB = BENCH MARK DISK
 OO1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1358_SP_SET: CONCRETE POST
 OO1358_STAMPING: 2280 X 1966
 OO1358_MARK LOGO: MNDT  
 OO1358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1358+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1358
 OO1358  HISTORY     - Date     Condition        Report By
 OO1358  HISTORY     - 1966     MONUMENTED       MNDT
 OO1358  HISTORY     - 1980     GOOD             MNDT
 OO1358  HISTORY     - 19961119 GOOD             MNDT
 OO1358
 OO1358                          STATION DESCRIPTION
 OO1358
 OO1358'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1358'6.3 MI SOUTH FROM WELLS.
 OO1358'THE MARK IS LOCATED 0.5 MILE WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1358'ITS JUNCTION WITH TRUNK HIGHWAY 22 SOUTH OF WELLS AND IS NEAR HIGHWAY
 OO1358'90 MILE POINT 138.15 IN THE NW 1/4 OF SECTION 8, T102N, R24W.  THE
 OO1358'MARK IS 170 FEET WEST OF AN EMERGENCY CROSSOVER, 170 FEET WEST OF A
 OO1358'36 INCH CULVERT AT A SMALL CREEK, 92 FEET NORTH OF AND ABOUT LEVEL
 OO1358'WITH THE WESTBOUND HIGHWAY 90 CENTERLINE, 6.2 FEET SOUTH OF THE
 OO1358'RIGHT-OF-WAY FENCE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OO1358'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2280 X 1966---, IS
 OO1358'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 1 INCH
 OO1358'BELOW GROUND LEVEL.
 OO1358
 OO1358                          STATION RECOVERY (1996)
 OO1358
 OO1358'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1358'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1358'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5922 ***********************************************************************
 DF5922  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5922  DESIGNATION -  23
 DF5922  PID         -  DF5922
 DF5922  STATE/COUNTY-  MN/PINE
 DF5922  COUNTRY     -  US
 DF5922  USGS QUAD   -  BROOK PARK (1983)
 DF5922
 DF5922                         *CURRENT SURVEY CONTROL
 DF5922  ______________________________________________________________________
 DF5922* NAD 83(2007) POSITION- 45 59 19.33625(N) 093 02 00.83289(W)   ADJUSTED  
 DF5922* NAD 83(2007) ELLIP HT-   287.240 (meters)        (02/10/07)   ADJUSTED
 DF5922* NAD 83(2007) EPOCH   -  2002.00
 DF5922* NAVD 88 ORTHO HEIGHT -   314.87   (meters)    1033.0   (feet) GPS OBS   
 DF5922  ______________________________________________________________________
 DF5922  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DF5922  NAD 83(2007) X  -   -234,938.507 (meters)                     COMP
 DF5922  NAD 83(2007) Y  - -4,433,201.786 (meters)                     COMP
 DF5922  NAD 83(2007) Z  -  4,564,581.887 (meters)                     COMP
 DF5922  LAPLACE CORR    -          3.98  (seconds)                    DEFLEC09
 DF5922
 DF5922  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5922  Type                                         Horiz  Ellip  Dist(km)
 DF5922  -------------------------------------------------------------------
 DF5922  NETWORK                                       0.71   0.59
 DF5922  -------------------------------------------------------------------
 DF5922  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.77   0.59      8.30
 DF5922  -------------------------------------------------------------------
 DF5922  NOTE: Click here for information on individual local accuracy
 DF5922  values and other accuracy information.
 DF5922
 DF5922
 DF5922.The horizontal coordinates were established by GPS observations
 DF5922.and adjusted by the National Geodetic Survey in February 2007.
 DF5922
 DF5922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5922.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5922
 DF5922.The horizontal coordinates are valid at the epoch date displayed above
 DF5922.which is a decimal equivalence of Year/Month/Day.
 DF5922
 DF5922.The orthometric height was determined by GPS observations and a
 DF5922.high-resolution geoid model using precise GPS observation and
 DF5922.processing techniques.
 DF5922
 DF5922.Photographs are available for this station.
 DF5922
 DF5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5922
 DF5922.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5922
 DF5922.The ellipsoidal height was determined by GPS observations
 DF5922.and is referenced to NAD 83.
 DF5922
 DF5922. The following values were computed from the NAD 83(2007) position.
 DF5922
 DF5922;                    North         East     Units Scale Factor Converg.
 DF5922;SPC MN C     -   210,614.219   894,238.922   MT  0.99994018   +0 52 47.8
 DF5922;SPC MN C     -   690,990.15  2,933,848.86   sFT  0.99994018   +0 52 47.8
 DF5922;UTM  15      - 5,092,793.035   497,400.479   MT  0.99960008   -0 01 26.9
 DF5922
 DF5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5922!SPC MN C     -   0.99995497  x   0.99994018  =   0.99989515
 DF5922!UTM  15      -   0.99995497  x   0.99960008  =   0.99955507
 DF5922
 DF5922                          SUPERSEDED SURVEY CONTROL
 DF5922
 DF5922  NAD 83(1996)-  45 59 19.33597(N)    093 02 00.83228(W) AD(       ) 1
 DF5922  ELLIP H (05/27/03)  287.284  (m)                       GP(       ) 3 1
 DF5922  NAVD 88 (09/09/09)  314.9    (m)  GEOID03 model used   GPS OBS        
 DF5922  NAVD 88 (10/22/03)  314.8    (m)  UNKNOWN model used   GPS OBS        
 DF5922  NAVD 88 (05/27/03)  314.9    (m)  GEOID99 model used   GPS OBS        
 DF5922
 DF5922.Superseded values are not recommended for survey control.
 DF5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5922.See file dsdata.txt to determine how the superseded data were derived.
 DF5922
 DF5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9740092793(NAD 83)
 DF5922
 DF5922_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5922_STAMPING: NO 23
 DF5922_MARK LOGO: MN-115
 DF5922_PROJECTION: FLUSH
 DF5922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5922+STABILITY: SURFACE MOTION
 DF5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5922+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DF5922
 DF5922  HISTORY     - Date     Condition        Report By
 DF5922  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5922  HISTORY     - 20021010 GOOD             MNDT
 DF5922  HISTORY     - 20081229 GOOD             MNDT
 DF5922  HISTORY     - 20100415 GOOD             MNDT
 DF5922
 DF5922                          STATION DESCRIPTION
 DF5922
 DF5922'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5922'FROM BROOK PARK 2.5 MI (4.0 KM) NE ALONG TH 23 THEN 1.25 MI (2.01 KM)
 DF5922'NORTH ALONG TWP RD THEN 0.6 MI (1.0 KM) WEST ALONG TWP RD THEN 0.5 MI
 DF5922'(0.8 KM) NORTH ALONG TWP RD, 31 FT (9.4 M) EAST OF TWP RD, 15 FT (4.6
 DF5922'M) NORTH OF EXTENDED CENTER LINE OF DEAD END RD WEST, 3 FT (0.9 M)
 DF5922'SOUTH OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST.
 DF5922
 DF5922                          STATION RECOVERY (2002)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5922'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , TO REACH FROM JCT
 DF5922'OF TH 23 AND CO RD 13 IN BROOK PARK, GO 2.5 MI (4.0 KM) NE ON TH 23,
 DF5922'THEN 1.25 MI (2.01 KM) NORTH ON TWP RD, THEN 0.6 MI (1.0 KM) WEST ON
 DF5922'TWP RD, THEN 0.5 MI (0.8 KM) NORTH ON TWP RD, 31 FT (9.4 M) EAST OF
 DF5922'TWP RD, 15 FT (4.6 M) NORTH OF EXTENDED CENTERLINE OF TWP RD WEST,
 DF5922'32.3 FT (9.8 M) SOUTH OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST, FLUSH,
 DF5922'MAGNETIC.
 DF5922
 DF5922                          STATION RECOVERY (2008)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DF5922'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5922'THE MARK IS 5.0 MILES NORTHEAST OF BROOK PARK, 2.5 MILES NORTHEAST
 DF5922'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DF5922'ROAD 13 IN BROOK PARK TO TRUNK HIGHWAY 23 MILEPOINT 270.65, THEN 1.25
 DF5922'MILES NORTH ALONG ASPEN ROAD, THEN 0.6 MILE WEST ALONG BEAR ROAD, THEN
 DF5922'0.5 MILE NORTH ALONG SOUTHFORK ROAD, 31.0 FEET EAST OF SOUTHFORK ROAD,
 DF5922'15.0 FEET NORTH OF EXTENDED CENTERLINE OF LARKEY ROAD WEST, 2.3 FEET
 DF5922'SOUTH OF POWER POLE, 2.0 FEET WEST OF WITNESS POST.
 DF5922
 DF5922                          STATION RECOVERY (2010)
 DF5922
 DF5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5922'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5922'THE MARK IS 5.0 MILES NORTHEAST OF BROOK PARK, 2.5 MILES NORTHEAST
 DF5922'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DF5922'ROAD 13 IN BROOK PARK TO TRUNK HIGHWAY 23 MILEPOINT 270.65, THEN 1.25
 DF5922'MILES NORTH ALONG ASPEN ROAD, THEN 0.6 MILE WEST ALONG BEAR ROAD, THEN
 DF5922'0.5 MILE NORTH ALONG  SOUTHFORK ROAD, 31.0 FEET EAST OF SOUTHFORK
 DF5922'ROAD, 15.0 FEET NORTH OF EXTENDED CENTERLINE OF LARKEY ROAD WEST, 2.3
 DF5922'FEET SOUTH OF POWER POLE, 2.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8690 ***********************************************************************
 DF8690  DESIGNATION -  23
 DF8690  PID         -  DF8690
 DF8690  STATE/COUNTY-  MN/KANABEC
 DF8690  COUNTRY     -  US
 DF8690  USGS QUAD   -  MORA NORTH (1980)
 DF8690
 DF8690                         *CURRENT SURVEY CONTROL
 DF8690  ______________________________________________________________________
 DF8690* NAD 83(2007) POSITION- 45 57 17.35372(N) 093 20 22.01020(W)   ADJUSTED  
 DF8690* NAD 83(2007) ELLIP HT-   302.050 (meters)        (02/10/07)   ADJUSTED
 DF8690* NAD 83(2007) EPOCH   -  2002.00
 DF8690* NAVD 88 ORTHO HEIGHT -   329.7    (meters)    1082.    (feet) GPS OBS   
 DF8690  ______________________________________________________________________
 DF8690  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8690  GEOID HEIGHT    -        -27.60  (meters)                     GEOID99
 DF8690  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DF8690  NAD 83(2007) X  -   -258,760.743 (meters)                     COMP
 DF8690  NAD 83(2007) Y  - -4,434,598.076 (meters)                     COMP
 DF8690  NAD 83(2007) Z  -  4,561,974.832 (meters)                     COMP
 DF8690  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC09
 DF8690
 DF8690  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8690  Type                                         Horiz  Ellip  Dist(km)
 DF8690  -------------------------------------------------------------------
 DF8690  NETWORK                                       0.99   0.74
 DF8690  -------------------------------------------------------------------
 DF8690  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.01   0.76      8.10
 DF8690  -------------------------------------------------------------------
 DF8690  NOTE: Click here for information on individual local accuracy
 DF8690  values and other accuracy information.
 DF8690
 DF8690
 DF8690.The horizontal coordinates were established by GPS observations
 DF8690.and adjusted by the National Geodetic Survey in February 2007.
 DF8690
 DF8690.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8690.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8690
 DF8690.The horizontal coordinates are valid at the epoch date displayed above
 DF8690.which is a decimal equivalence of Year/Month/Day.
 DF8690
 DF8690.The orthometric height was determined by GPS observations and a
 DF8690.high-resolution geoid model.
 DF8690
 DF8690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8690
 DF8690.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8690
 DF8690.The ellipsoidal height was determined by GPS observations
 DF8690.and is referenced to NAD 83.
 DF8690
 DF8690. The following values were computed from the NAD 83(2007) position.
 DF8690
 DF8690;                    North         East     Units Scale Factor Converg.
 DF8690;SPC MN C     -   206,530.261   870,586.289   MT  0.99994390   +0 39 31.3
 DF8690;SPC MN C     -   677,591.36  2,856,248.52   sFT  0.99994390   +0 39 31.3
 DF8690;UTM  15      - 5,089,083.768   473,694.432   MT  0.99960851   -0 14 38.4
 DF8690
 DF8690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8690!SPC MN C     -   0.99995265  x   0.99994390  =   0.99989655
 DF8690!UTM  15      -   0.99995265  x   0.99960851  =   0.99956118
 DF8690
 DF8690                          SUPERSEDED SURVEY CONTROL
 DF8690
 DF8690  NAD 83(1996)-  45 57 17.35370(N)    093 20 22.00993(W) AD(       ) 1
 DF8690  ELLIP H (10/22/03)  302.092  (m)                       GP(       ) 3 2
 DF8690
 DF8690.Superseded values are not recommended for survey control.
 DF8690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8690.See file dsdata.txt to determine how the superseded data were derived.
 DF8690
 DF8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7369489083(NAD 83)
 DF8690
 DF8690_MARKER: DD = SURVEY DISK
 DF8690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8690_STAMPING: 23
 DF8690_MARK LOGO: MN-065
 DF8690_PROJECTION: FLUSH
 DF8690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8690+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8690
 DF8690  HISTORY     - Date     Condition        Report By
 DF8690  HISTORY     - 2001     MONUMENTED       MN-065
 DF8690
 DF8690                          STATION DESCRIPTION
 DF8690
 DF8690'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8690'6.2 MI (10.0 KM) NORTH OF MORA ALONG TH 65 TO TH 65 MP 71.10, THEN
 DF8690'2.65 MI (4.26 KM) WEST ON CO RD 19, THEN 0.50 MI (0.80 KM) WEST ON CO
 DF8690'RD 76, THEN 0.50 MI (0.80 KM) SOUTH ON IVORY ST, 28 FT (8.5 M) EAST OF
 DF8690'IVORY ST, 8 FT (2.4 M) NORTH OF OF FIELD RD, 5 FT (1.5 M) WEST OF
 DF8690'FENCE CORNER POST, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1699 ***********************************************************************
 DN1699  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1699  DESIGNATION -  23
 DN1699  PID         -  DN1699
 DN1699  STATE/COUNTY-  MN/ANOKA
 DN1699  COUNTRY     -  US
 DN1699  USGS QUAD   -  ISANTI (1974)
 DN1699
 DN1699                         *CURRENT SURVEY CONTROL
 DN1699  ______________________________________________________________________
 DN1699* NAD 83(2007) POSITION- 45 23 05.80482(N) 093 08 23.32072(W)   ADJUSTED  
 DN1699* NAD 83(2007) ELLIP HT-   250.919 (meters)        (07/18/11)   ADJUSTED
 DN1699* NAD 83(2007) EPOCH   -  2002.00
 DN1699* NAVD 88 ORTHO HEIGHT -   279.25   (meters)     916.2   (feet) GPS OBS   
 DN1699  ______________________________________________________________________
 DN1699  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 DN1699  NAD 83(2007) X  -   -245,787.476 (meters)                     COMP
 DN1699  NAD 83(2007) Y  - -4,480,678.600 (meters)                     COMP
 DN1699  NAD 83(2007) Z  -  4,517,676.020 (meters)                     COMP
 DN1699  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC09
 DN1699  HORZ ORDER      -  FIRST
 DN1699  ELLP ORDER      -  SECOND    CLASS I
 DN1699
 DN1699.The horizontal coordinates were established by GPS observations
 DN1699.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1699
 DN1699.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1699.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1699
 DN1699.The horizontal coordinates are valid at the epoch date displayed above
 DN1699.which is a decimal equivalence of Year/Month/Day.
 DN1699
 DN1699.The orthometric height was determined by GPS observations and a
 DN1699.high-resolution geoid model using precise GPS observation and
 DN1699.processing techniques.
 DN1699
 DN1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1699
 DN1699.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1699
 DN1699.The ellipsoidal height was determined by GPS observations
 DN1699.and is referenced to NAD 83.
 DN1699
 DN1699. The following values were computed from the NAD 83(2007) position.
 DN1699
 DN1699;                    North         East     Units Scale Factor Converg.
 DN1699;SPC MN S     -   365,362.260   867,369.001   MT  1.00004113   +0 36 10.5
 DN1699;SPC MN S     - 1,198,692.68  2,845,693.13   sFT  1.00004113   +0 36 10.5
 DN1699;UTM  15      - 5,025,723.951   489,054.765   MT  0.99960147   -0 05 58.3
 DN1699
 DN1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1699!SPC MN S     -   0.99996066  x   1.00004113  =   1.00000179
 DN1699!UTM  15      -   0.99996066  x   0.99960147  =   0.99956215
 DN1699
 DN1699                          SUPERSEDED SURVEY CONTROL
 DN1699
 DN1699.No superseded survey control is available for this station.
 DN1699
 DN1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8905425723(NAD 83)
 DN1699
 DN1699_MARKER: I = METAL ROD
 DN1699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1699_MARK LOGO: MN-003
 DN1699_PROJECTION: FLUSH
 DN1699_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1699+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 DN1699_ROD/PIPE-DEPTH:  3.0 meters
 DN1699
 DN1699  HISTORY     - Date     Condition        Report By
 DN1699  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1699  HISTORY     - 20070724 GOOD             MNDT
 DN1699
 DN1699                          STATION DESCRIPTION
 DN1699
 DN1699'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DN1699'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1699'THE MARK IS 7.0 MILES WEST OF STACY, 7.0 MILES WEST ALONG FAWN LAKE
 DN1699'DRIVE NORTHEAST FROM THE WESTERN BOUNDARY OF STACY TO THE JUNCTION OF
 DN1699'SUNSET ROAD NORTH EAST, THEN 1.5 MILES SOUTH TO THE JUNCTION OF 229TH
 DN1699'AVENUE NORTHEAST, 56.3 FEET SOUTH OF 229TH AVENUE (COUNTY ROAD 26), 38
 DN1699'FEET EAST OF UNSER STREET NORTHEAST, 18.8 FEET NORTHWEST OF PRIVACY
 DN1699'FENCE, 14.1 FEET SOUTHEAST OF STREET SIGN, 9.9 FEET SOUTHEAST OF CABLE
 DN1699'MARKER, 6.1 FEET EAST-NORTHEAST OF STEEL FENCE POST, 1.2 FEET WEST OF
 DN1699'BENT WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1684 ***********************************************************************
 QP1684  DESIGNATION -  23 2
 QP1684  PID         -  QP1684
 QP1684  STATE/COUNTY-  MN/KANDIYOHI
 QP1684  COUNTRY     -  US
 QP1684  USGS QUAD   -  WILLMAR (1994)
 QP1684
 QP1684                         *CURRENT SURVEY CONTROL
 QP1684  ______________________________________________________________________
 QP1684* NAD 83(1986) POSITION- 45 06 12.     (N) 095 01 56.     (W)   SCALED    
 QP1684* NAVD 88 ORTHO HEIGHT -   339.643  (meters)    1114.31  (feet) ADJUSTED  
 QP1684  ______________________________________________________________________
 QP1684  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1684  DYNAMIC HEIGHT  -        339.618 (meters)     1114.23  (feet) COMP
 QP1684  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 QP1684
 QP1684  VERT ORDER      -  SECOND    CLASS II
 QP1684
 QP1684.The horizontal coordinates were scaled from a topographic map and have
 QP1684.an estimated accuracy of +/- 6 seconds.
 QP1684.
 QP1684.The orthometric height was determined by differential leveling and
 QP1684.adjusted in June 1991.
 QP1684
 QP1684.The dynamic height is computed by dividing the NAVD 88
 QP1684.geopotential number by the normal gravity value computed on the
 QP1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1684.degrees latitude (g = 980.6199 gals.).
 QP1684
 QP1684.The modeled gravity was interpolated from observed gravity values.
 QP1684
 QP1684;                    North         East    Units  Estimated Accuracy
 QP1684;SPC MN S     -   334,220.      718,760.      MT  (+/- 180 meters Scaled)
 QP1684
 QP1684                          SUPERSEDED SURVEY CONTROL
 QP1684
 QP1684.No superseded survey control is available for this station.
 QP1684
 QP1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK401964(NAD 83)
 QP1684
 QP1684_MARKER: DB = BENCH MARK DISK
 QP1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1684_SP_SET: CONCRETE POST
 QP1684_STAMPING: 23-2 1981
 QP1684_MARK LOGO: MNDT  
 QP1684_PROJECTION: PROJECTING 8 CENTIMETERS
 QP1684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1684+STABILITY: SURFACE MOTION
 QP1684
 QP1684  HISTORY     - Date     Condition        Report By
 QP1684  HISTORY     - 1981     MONUMENTED       MNDT
 QP1684  HISTORY     - 20090528 GOOD             MNDT
 QP1684
 QP1684                          STATION DESCRIPTION
 QP1684
 QP1684'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1684'IN WILLMAR.
 QP1684'THE MARK IS LOCATED 0.5 MILE EAST ALONG 19TH AVENUE SOUTHEAST FROM
 QP1684'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS NEAR THE NORTH
 QP1684'1/4 CORNER OF SECTION 23, T119N, R35W.  THE MARK IS 120.3 FEET
 QP1684'EAST-SOUTHEAST OF A FIRE HYDRANT, 43.5 FEET SOUTH OF AND ABOUT LEVEL
 QP1684'WITH THE CENTERLINE OF 19TH AVENUE SOUTHEAST, 34 FEET NORTH-NORTHWEST
 QP1684'OF A POWER POLE WITH GUY WIRES, 20.2 FEET WEST-SOUTHWEST OF THE
 QP1684'SOUTHWEST CORNER OF A STEEL CATCH BASIN, 9 FEET SOUTH-SOUTHWEST OF
 QP1684'BURIED TELEPHONE PEDESTAL NUMBER 358, 2 FEET SOUTHWEST OF A FENCE
 QP1684'CORNER POST AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1684'STANDARD MNHD BENCH MARK DISK STAMPED---23-2 1981---, IS SET IN THE
 QP1684'TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 3 INCHES ABOVE GROUND.
 QP1684
 QP1684                          STATION RECOVERY (2009)
 QP1684
 QP1684'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP1684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1685 ***********************************************************************
 QP1685  DESIGNATION -  23 4
 QP1685  PID         -  QP1685
 QP1685  STATE/COUNTY-  MN/KANDIYOHI
 QP1685  COUNTRY     -  US
 QP1685  USGS QUAD   -  WILLMAR (1994)
 QP1685
 QP1685                         *CURRENT SURVEY CONTROL
 QP1685  ______________________________________________________________________
 QP1685* NAD 83(1986) POSITION- 45 06 37.     (N) 095 01 56.     (W)   SCALED    
 QP1685* NAVD 88 ORTHO HEIGHT -   343.618  (meters)    1127.35  (feet) ADJUSTED  
 QP1685  ______________________________________________________________________
 QP1685  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1685  DYNAMIC HEIGHT  -        343.593 (meters)     1127.27  (feet) COMP
 QP1685  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 QP1685
 QP1685  VERT ORDER      -  SECOND    CLASS II
 QP1685
 QP1685.The horizontal coordinates were scaled from a topographic map and have
 QP1685.an estimated accuracy of +/- 6 seconds.
 QP1685.
 QP1685.The orthometric height was determined by differential leveling and
 QP1685.adjusted in June 1991.
 QP1685
 QP1685.The dynamic height is computed by dividing the NAVD 88
 QP1685.geopotential number by the normal gravity value computed on the
 QP1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1685.degrees latitude (g = 980.6199 gals.).
 QP1685
 QP1685.The modeled gravity was interpolated from observed gravity values.
 QP1685
 QP1685;                    North         East    Units  Estimated Accuracy
 QP1685;SPC MN S     -   335,000.      718,770.      MT  (+/- 180 meters Scaled)
 QP1685
 QP1685                          SUPERSEDED SURVEY CONTROL
 QP1685
 QP1685.No superseded survey control is available for this station.
 QP1685
 QP1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK401972(NAD 83)
 QP1685
 QP1685_MARKER: DB = BENCH MARK DISK
 QP1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1685_SP_SET: CONCRETE POST
 QP1685_STAMPING: 23-4 1981
 QP1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1685+STABILITY: SURFACE MOTION
 QP1685
 QP1685  HISTORY     - Date     Condition        Report By
 QP1685  HISTORY     - 1981     MONUMENTED       MNDT
 QP1685
 QP1685                          STATION DESCRIPTION
 QP1685
 QP1685'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1685'IN WILLMAR.
 QP1685'THE MARK IS LOCATED 0.5 MILE EAST ALONG WILLMAR AVENUE SOUTHEAST FROM
 QP1685'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS NEAR THE NORTH
 QP1685'1/4 CORNER OF SECTION 23, T119N, R35W.  THE MARK IS 50 FEET NORTHWEST
 QP1685'OF THE NORTHWEST CORNER OF HOUSE AT 812 WILLMAR AVENUE SOUTHEAST,
 QP1685'44.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE ATTACHED TO
 QP1685'HOUSE NUMBER 808, 19.6 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH CURB
 QP1685'OF WILLMAR AVENUE SOUTHEAST, 13.3 FEET EAST OF THE EAST EDGE OF A
 QP1685'CONCRETE DRIVE, 11.7 FEET SOUTHWEST OF THE CENTER OF A BURIED CABLE
 QP1685'PEDESTAL, 9.4 FEET NORTH OF THE CENTER OF A 50 INCH COTTONWOOD TREE
 QP1685'AND 0.8 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QP1685'MNHD BENCH MARK DISK STAMPED---23-4 1981---, IS SET IN THE TOP OF A
 QP1685'MAGNETIC CONCRETE POST THAT IS BURIED 10 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9853 ***********************************************************************
 AH9853  DESIGNATION -  23 CER
 AH9853  PID         -  AH9853
 AH9853  STATE/COUNTY-  MN/CLEARWATER
 AH9853  COUNTRY     -  US
 AH9853  USGS QUAD   -  ZERKEL (1981)
 AH9853
 AH9853                         *CURRENT SURVEY CONTROL
 AH9853  ______________________________________________________________________
 AH9853* NAD 83(1986) POSITION- 47 18 40.     (N) 095 22 53.     (W)   SCALED    
 AH9853* NAVD 88 ORTHO HEIGHT -   477.444  (meters)    1566.41  (feet) ADJUSTED  
 AH9853  ______________________________________________________________________
 AH9853  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 AH9853  DYNAMIC HEIGHT  -        477.481 (meters)     1566.54  (feet) COMP
 AH9853  MODELED GRAVITY -    980,675.4   (mgal)                       NAVD 88
 AH9853
 AH9853  VERT ORDER      -  SECOND    CLASS I
 AH9853
 AH9853.The horizontal coordinates were scaled from a topographic map and have
 AH9853.an estimated accuracy of +/- 6 seconds.
 AH9853.
 AH9853.The orthometric height was determined by differential leveling and
 AH9853.adjusted in June 2004.
 AH9853
 AH9853.The dynamic height is computed by dividing the NAVD 88
 AH9853.geopotential number by the normal gravity value computed on the
 AH9853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9853.degrees latitude (g = 980.6199 gals.).
 AH9853
 AH9853.The modeled gravity was interpolated from observed gravity values.
 AH9853
 AH9853;                    North         East    Units  Estimated Accuracy
 AH9853;SPC MN N     -   192,720.      627,530.      MT  (+/- 180 meters Scaled)
 AH9853
 AH9853                          SUPERSEDED SURVEY CONTROL
 AH9853
 AH9853.No superseded survey control is available for this station.
 AH9853
 AH9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN200424(NAD 83)
 AH9853
 AH9853_MARKER: DB = BENCH MARK DISK
 AH9853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH9853_SP_SET: STEP
 AH9853_STAMPING: 23 CER 1967
 AH9853_MARK LOGO: USGS  
 AH9853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9853+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1997
 AH9853
 AH9853  HISTORY     - Date     Condition        Report By
 AH9853  HISTORY     - 1967     MONUMENTED       USGS
 AH9853  HISTORY     - 19920811 GOOD             MNDT
 AH9853  HISTORY     - 19970930 GOOD             MNDT
 AH9853
 AH9853                          STATION DESCRIPTION
 AH9853
 AH9853'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9853'AT ZERKEL, CLEARWATER CO., T. 144 N., R. 37 W., NEAR COR. OF SECS. 4,
 AH9853'5, 8 AND 9, 80 FT (24.4 M) NORTH AND 206 FT (62.8 M) EAST OF
 AH9853'CROSSROADS, 1.0 FT. SOUTH AND 3 FT (0.9 M) EAST OF DOORWAY OF SCHOOL
 AH9853'BLDG., SET IN TOP OF CONCRETE STEPS, A STANDARD TABLET STAMPED 23 CER
 AH9853'1967.
 AH9853
 AH9853                          STATION RECOVERY (1992)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9853'IN THE TOP OF THE CONCRETE STEP OF RICE TWP HALL IN ZERKEL, AT TH 200
 AH9853'MP 74.35, 80 FT (24.4 M) NORTH OF TWP RD, 206 FT (62.8 M) EAST OF TH
 AH9853'200, 1 FT (0.3 M) SOUTH AND 3 FT (0.9 M) EAST OF SCHOOL DOORWAY, 5 FT
 AH9853'(1.5 M) WEST OF P-POLE, AND 1.0 FT (0.3 M) WEST OF WIT POST.
 AH9853
 AH9853                          STATION RECOVERY (1997)
 AH9853
 AH9853'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AH9853'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AH9853'AT ZERKEL, 80 FT (24.4 M) NORTH AND 206 FT (62.8 M) EAST OF
 AH9853'CROSSROADS, 1 FT (0.3 M) SOUTH AND 3 FT (0.9 M) EAST OF SCHOOL
 AH9853'DOORWAY, IN TOP CONC STEP OF RICE TWP HALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6831 ***********************************************************************
 DF6831  DESIGNATION -  23 DWB
 DF6831  PID         -  DF6831
 DF6831  STATE/COUNTY-  MN/WATONWAN
 DF6831  COUNTRY     -  US
 DF6831  USGS QUAD   -  ST JAMES EAST (1979)
 DF6831
 DF6831                         *CURRENT SURVEY CONTROL
 DF6831  ______________________________________________________________________
 DF6831* NAD 83(2007) POSITION- 43 55 14.28317(N) 094 37 09.62873(W)   ADJUSTED  
 DF6831* NAD 83(2007) ELLIP HT-   311.891 (meters)        (02/10/07)   ADJUSTED
 DF6831* NAD 83(2007) EPOCH   -  2002.00
 DF6831* NAVD 88 ORTHO HEIGHT -   339.7    (meters)    1114.    (feet) GPS OBS   
 DF6831  ______________________________________________________________________
 DF6831  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6831  GEOID HEIGHT    -        -27.83  (meters)                     GEOID99
 DF6831  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DF6831  NAD 83(2007) X  -   -370,609.619 (meters)                     COMP
 DF6831  NAD 83(2007) Y  - -4,586,874.551 (meters)                     COMP
 DF6831  NAD 83(2007) Z  -  4,401,960.257 (meters)                     COMP
 DF6831  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC09
 DF6831
 DF6831  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6831  Type                                         Horiz  Ellip  Dist(km)
 DF6831  -------------------------------------------------------------------
 DF6831  NETWORK                                       0.52   0.55
 DF6831  -------------------------------------------------------------------
 DF6831  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.52   0.49      6.96
 DF6831  -------------------------------------------------------------------
 DF6831  NOTE: Click here for information on individual local accuracy
 DF6831  values and other accuracy information.
 DF6831
 DF6831
 DF6831.The horizontal coordinates were established by GPS observations
 DF6831.and adjusted by the National Geodetic Survey in February 2007.
 DF6831
 DF6831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6831.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6831
 DF6831.The horizontal coordinates are valid at the epoch date displayed above
 DF6831.which is a decimal equivalence of Year/Month/Day.
 DF6831
 DF6831.The orthometric height was determined by GPS observations and a
 DF6831.high-resolution geoid model.
 DF6831
 DF6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6831
 DF6831.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6831
 DF6831.The ellipsoidal height was determined by GPS observations
 DF6831.and is referenced to NAD 83.
 DF6831
 DF6831. The following values were computed from the NAD 83(2007) position.
 DF6831
 DF6831;                    North         East     Units Scale Factor Converg.
 DF6831;SPC MN S     -   202,482.303   750,260.636   MT  0.99997308   -0 26 02.8
 DF6831;SPC MN S     -   664,310.69  2,461,480.10   sFT  0.99997308   -0 26 02.8
 DF6831;UTM  15      - 4,864,332.436   369,997.130   MT  0.99980787   -1 07 24.4
 DF6831
 DF6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6831!SPC MN S     -   0.99995110  x   0.99997308  =   0.99992418
 DF6831!UTM  15      -   0.99995110  x   0.99980787  =   0.99975898
 DF6831
 DF6831                          SUPERSEDED SURVEY CONTROL
 DF6831
 DF6831  NAD 83(1996)-  43 55 14.28257(N)    094 37 09.62821(W) AD(       ) 1
 DF6831  ELLIP H (08/01/03)  311.921  (m)                       GP(       ) 3 1
 DF6831
 DF6831.Superseded values are not recommended for survey control.
 DF6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6831.See file dsdata.txt to determine how the superseded data were derived.
 DF6831
 DF6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6999764332(NAD 83)
 DF6831
 DF6831_MARKER: DD = SURVEY DISK
 DF6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6831_STAMPING: 23 DWB 1967 1115
 DF6831_MARK LOGO: USGS  
 DF6831_PROJECTION: FLUSH
 DF6831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6831+STABILITY: SURFACE MOTION
 DF6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6831+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 DF6831
 DF6831  HISTORY     - Date     Condition        Report By
 DF6831  HISTORY     - 19670401 MONUMENTED       USGS
 DF6831  HISTORY     - 20021002 GOOD             MNDT
 DF6831  HISTORY     - 20100616 GOOD             MNDT
 DF6831
 DF6831                          STATION DESCRIPTION
 DF6831
 DF6831'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6831'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 3.5 MI SOUTH OF
 DF6831'ST JAMES, 2.9 MI SOUTH ALONG TH 4 FROM JCT OF TH 4 AND  TH 60 2  MI SW
 DF6831'OF ST JAMES, TO TH 4 MP 31.5, THEN 2.85 MI EAST ON CO RD 10, 48 FT
 DF6831'EAST OF CO RD 10, 23 FT SOUTH OF DEAD END SIGN, 21 FT SOUTH OF T-RD CO
 DF6831'RD 10, 10.8   FT NNE OF WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS
 DF6831
 DF6831                          STATION RECOVERY (2010)
 DF6831
 DF6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF6831'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6831'THE MARK IS 3.5 MILES SOUTH OF SAINT JAMES, 2.9 MILES SOUTH ALONG
 DF6831'TRUNK HIGHWAY 4 FROM JUNCTION OF TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 60
 DF6831'TO TRUNK HIGHWAY 4 MILEPOINT 31.5, THEN 2.85 MILES EAST ON COUNTY ROAD
 DF6831'10, 48 FEET EAST OF COUNTY ROAD 10, 23 FEET SOUTH OF DEAD END SIGN, 21
 DF6831'FEET SOUTH OF TEE-ROAD COUNTY ROAD 10, 20.6 FEET NORTH-NORTHEAST OF
 DF6831'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6832 ***********************************************************************
 DF6832  DESIGNATION -  23 JMK
 DF6832  PID         -  DF6832
 DF6832  STATE/COUNTY-  MN/WATONWAN
 DF6832  COUNTRY     -  US
 DF6832  USGS QUAD   -  LA SALLE (1967)
 DF6832
 DF6832                         *CURRENT SURVEY CONTROL
 DF6832  ______________________________________________________________________
 DF6832* NAD 83(2007) POSITION- 44 06 31.57562(N) 094 37 09.97701(W)   ADJUSTED  
 DF6832* NAD 83(2007) ELLIP HT-   287.390 (meters)        (02/10/07)   ADJUSTED
 DF6832* NAD 83(2007) EPOCH   -  2002.00
 DF6832* NAVD 88 ORTHO HEIGHT -   315.3    (meters)    1034.    (feet) GPS OBS   
 DF6832  ______________________________________________________________________
 DF6832  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF6832  GEOID HEIGHT    -        -27.90  (meters)                     GEOID03
 DF6832  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DF6832  NAD 83(2007) X  -   -369,446.070 (meters)                     COMP
 DF6832  NAD 83(2007) Y  - -4,572,377.627 (meters)                     COMP
 DF6832  NAD 83(2007) Z  -  4,416,977.541 (meters)                     COMP
 DF6832  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC09
 DF6832
 DF6832  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6832  Type                                         Horiz  Ellip  Dist(km)
 DF6832  -------------------------------------------------------------------
 DF6832  NETWORK                                       0.62   0.73
 DF6832  -------------------------------------------------------------------
 DF6832  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.64   0.71      6.99
 DF6832  -------------------------------------------------------------------
 DF6832  NOTE: Click here for information on individual local accuracy
 DF6832  values and other accuracy information.
 DF6832
 DF6832
 DF6832.The horizontal coordinates were established by GPS observations
 DF6832.and adjusted by the National Geodetic Survey in February 2007.
 DF6832
 DF6832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6832.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6832
 DF6832.The horizontal coordinates are valid at the epoch date displayed above
 DF6832.which is a decimal equivalence of Year/Month/Day.
 DF6832
 DF6832.The orthometric height was determined by GPS observations and a
 DF6832.high-resolution geoid model.
 DF6832
 DF6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6832
 DF6832.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6832
 DF6832.The ellipsoidal height was determined by GPS observations
 DF6832.and is referenced to NAD 83.
 DF6832
 DF6832. The following values were computed from the NAD 83(2007) position.
 DF6832
 DF6832;                    North         East     Units Scale Factor Converg.
 DF6832;SPC MN S     -   223,385.245   750,411.270   MT  0.99994540   -0 26 03.1
 DF6832;SPC MN S     -   732,889.76  2,461,974.31   sFT  0.99994540   -0 26 03.1
 DF6832;UTM  15      - 4,885,228.881   370,399.863   MT  0.99980657   -1 07 38.4
 DF6832
 DF6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6832!SPC MN S     -   0.99995494  x   0.99994540  =   0.99990034
 DF6832!UTM  15      -   0.99995494  x   0.99980657  =   0.99976152
 DF6832
 DF6832                          SUPERSEDED SURVEY CONTROL
 DF6832
 DF6832  NAD 83(1996)-  44 06 31.57516(N)    094 37 09.97658(W) AD(       ) 1
 DF6832  ELLIP H (08/01/03)  287.425  (m)                       GP(       ) 3 1
 DF6832  NAVD 88 (08/01/03)  315.3    (m)  GEOID99 model used   GPS OBS        
 DF6832
 DF6832.Superseded values are not recommended for survey control.
 DF6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6832.See file dsdata.txt to determine how the superseded data were derived.
 DF6832
 DF6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7039985228(NAD 83)
 DF6832
 DF6832_MARKER: DB = BENCH MARK DISK
 DF6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6832_STAMPING: 23 JMK 1966
 DF6832_MARK LOGO: USGS  
 DF6832_PROJECTION: FLUSH
 DF6832_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6832+STABILITY: SURFACE MOTION
 DF6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6832+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 DF6832
 DF6832  HISTORY     - Date     Condition        Report By
 DF6832  HISTORY     - 1966     MONUMENTED       USGS
 DF6832  HISTORY     - 20020401 GOOD             MNDT
 DF6832  HISTORY     - 20051201 GOOD             MNDT
 DF6832
 DF6832                          STATION DESCRIPTION
 DF6832
 DF6832'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6832'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1 MI EAST OF
 DF6832'GODAHL, 1 MI EAST ALONG CO RD 6 FROM JCT OF CO RD 6 AND CO RD 10 IN
 DF6832'GODAHL, 81 FT SOUTH OF CO RD 6, 6 FT EAST OF FIELD RD SOUTH, 0.5 FT
 DF6832'EAST OF  WIT POST, FLUSH, MAGNETIC, SUITABLE FOR GPS
 DF6832
 DF6832                          STATION RECOVERY (2005)
 DF6832
 DF6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (COD)
 DF6832'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6832'THE MARK IS 1.0 MILE (1.6 KM) EAST OF GODAHL, 1.0 MILE (1.6 KM) EAST
 DF6832'ALONG COUNTY ROAD 6 FROM JUNCTION OF COUNTY ROAD 6 AND COUNTY ROAD 10
 DF6832'IN GODAHL, 81 FEET (24.7 M) SOUTH OF COUNTY ROAD 6, 6 FEET (1.8 M)
 DF6832'EAST OF FIELD ROAD SOUTH, 84 FEET (25.6 M) SOUTHWEST OF CURVE SIGN
 DF6832'POST, WITNESS POST BROKEN OFF, PROJECTS 2 INCHES, MARK IS IN
 DF6832'CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO1206 ***********************************************************************
 RO1206  DESIGNATION -  23 LNB
 RO1206  PID         -  RO1206
 RO1206  STATE/COUNTY-  MN/TODD
 RO1206  COUNTRY     -  US
 RO1206  USGS QUAD   -  EAGLE BEND (1969)
 RO1206
 RO1206                         *CURRENT SURVEY CONTROL
 RO1206  ______________________________________________________________________
 RO1206* NAD 83(1986) POSITION- 46 14 16.     (N) 095 05 01.     (W)   SCALED    
 RO1206* NAVD 88 ORTHO HEIGHT -   434.232  (meters)    1424.64  (feet) ADJUSTED  
 RO1206  ______________________________________________________________________
 RO1206  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 RO1206  DYNAMIC HEIGHT  -        434.235 (meters)     1424.65  (feet) COMP
 RO1206  MODELED GRAVITY -    980,607.0   (mgal)                       NAVD 88
 RO1206
 RO1206  VERT ORDER      -  SECOND    CLASS I
 RO1206
 RO1206.The horizontal coordinates were scaled from a topographic map and have
 RO1206.an estimated accuracy of +/- 6 seconds.
 RO1206.
 RO1206.The orthometric height was determined by differential leveling and
 RO1206.adjusted in June 1991.
 RO1206
 RO1206.The dynamic height is computed by dividing the NAVD 88
 RO1206.geopotential number by the normal gravity value computed on the
 RO1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO1206.degrees latitude (g = 980.6199 gals.).
 RO1206
 RO1206.The modeled gravity was interpolated from observed gravity values.
 RO1206
 RO1206;                    North         East    Units  Estimated Accuracy
 RO1206;SPC MN C     -   237,910.      735,710.      MT  (+/- 180 meters Scaled)
 RO1206
 RO1206                          SUPERSEDED SURVEY CONTROL
 RO1206
 RO1206.No superseded survey control is available for this station.
 RO1206
 RO1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM393225(NAD 83)
 RO1206
 RO1206_MARKER: DB = BENCH MARK DISK
 RO1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO1206_SP_SET: CONCRETE POST
 RO1206_STAMPING: 23 LNB 1967
 RO1206_MARK LOGO: USGS  
 RO1206_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO1206+STABILITY: SURFACE MOTION
 RO1206
 RO1206  HISTORY     - Date     Condition        Report By
 RO1206  HISTORY     - 1967     MONUMENTED       USGS
 RO1206  HISTORY     - 1984     GOOD             MNDT
 RO1206
 RO1206                          STATION DESCRIPTION
 RO1206
 RO1206'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 RO1206'BERTHA, 2.0 MI (3.2 KM) S. AND 1.0 MI (1.6 KM) W. OF, NEAR COR. SECS.
 RO1206'15, 16, 21 AND 22,T. 132 N., R. 35 W., 31 FT (9.4 M) S., 35FT W. AND
 RO1206'0.7 FT (0.2 M) LOWER THAN A T-RD. S., 100 FT (30.5 M) NE. OF NE. COR.
 RO1206'OF AN ABANDONED CHURCH, 1.4 FT (0.4 M) S. AND 1.6 FT (0.5 M) W. OF
 RO1206'FENCE CORNER POST, AT NE. COR. OF CEMETERY AND CHURCH YARD, IN A
 RO1206'CONCRETE POST, A STANDARD TABLET STAMPED 23 LNB 1967
 RO1206
 RO1206                          STATION RECOVERY (1984)
 RO1206
 RO1206'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 RO1206'2 MI SSW FROM BERTHA.
 RO1206'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS
 RO1206'JUNCTION WITH COUNTY ROAD 24 IN BERTHA, THENCE 1.0 MILE WEST ON A
 RO1206'GRAVEL ROAD, IN THE NE 1/4 OF SECTION 21, T132N, R35W, 31 FEET SOUTH
 RO1206'OF THE CENTER OF THE GRAVEL ROAD, 33 FEET WEST OF THE CENTER OF A
 RO1206'GRAVEL ROAD SOUTH, 100 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN
 RO1206'ABANDONED CHURCH, 1.4 FEET SOUTH AND 1.6 FEET WEST OF A CORNER FENCE
 RO1206'POST, 4.3 FEET WEST-SOUTHWEST OF A TELEPHONE CABLE MARKER POST, AND
 RO1206'1.7 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 RO1206'BENCH MARK DISK STAMPED---23 LNB 1967---, IS SET IN THE TOP OF A
 RO1206'CONCRETE POST THAT IS BURIED 0.05 FOOT BELOW THE SURFACE OF THE
 RO1206'GROUND AND IS ABOUT 0.7 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD
 RO1206'SOUTH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1929 ***********************************************************************
 DM1929  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1929  DESIGNATION -  23 RB
 DM1929  PID         -  DM1929
 DM1929  STATE/COUNTY-  MN/SWIFT
 DM1929  COUNTRY     -  US
 DM1929  USGS QUAD   -  SWIFT FALLS (1968)
 DM1929
 DM1929                         *CURRENT SURVEY CONTROL
 DM1929  ______________________________________________________________________
 DM1929* NAD 83(2007) POSITION- 45 22 59.16336(N) 095 28 49.33022(W)   ADJUSTED  
 DM1929* NAD 83(2007) ELLIP HT-   315.826 (meters)        (08/04/10)   ADJUSTED
 DM1929* NAD 83(2007) EPOCH   -  2002.00
 DM1929* NAVD 88 ORTHO HEIGHT -   342.22   (meters)    1122.8   (feet) GPS OBS   
 DM1929  ______________________________________________________________________
 DM1929  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1929  GEOID HEIGHT    -        -26.32  (meters)                     GEOID03
 DM1929  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DM1929  NAD 83(2007) X  -   -428,587.538 (meters)                     COMP
 DM1929  NAD 83(2007) Y  - -4,467,093.467 (meters)                     COMP
 DM1929  NAD 83(2007) Z  -  4,517,578.209 (meters)                     COMP
 DM1929  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC09
 DM1929  HORZ ORDER      -  FIRST
 DM1929  ELLP ORDER      -  THIRD     CLASS I
 DM1929
 DM1929.The horizontal coordinates were established by GPS observations
 DM1929.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1929
 DM1929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1929.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1929
 DM1929.The horizontal coordinates are valid at the epoch date displayed above
 DM1929.which is a decimal equivalence of Year/Month/Day.
 DM1929
 DM1929.The orthometric height was determined by GPS observations and a
 DM1929.high-resolution geoid model using precise GPS observation and
 DM1929.processing techniques.
 DM1929
 DM1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1929
 DM1929.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1929
 DM1929.The ellipsoidal height was determined by GPS observations
 DM1929.and is referenced to NAD 83.
 DM1929
 DM1929. The following values were computed from the NAD 83(2007) position.
 DM1929
 DM1929;                    North         East     Units Scale Factor Converg.
 DM1929;SPC MN S     -   365,852.622   684,059.627   MT  1.00004063   -1 02 15.5
 DM1929;SPC MN S     - 1,200,301.48  2,244,285.63   sFT  1.00004063   -1 02 15.5
 DM1929;UTM  15      - 5,028,502.311   305,816.797   MT  1.00006364   -1 45 58.0
 DM1929
 DM1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1929!SPC MN S     -   0.99995049  x   1.00004063  =   0.99999112
 DM1929!UTM  15      -   0.99995049  x   1.00006364  =   1.00001412
 DM1929
 DM1929                          SUPERSEDED SURVEY CONTROL
 DM1929
 DM1929.No superseded survey control is available for this station.
 DM1929
 DM1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0581628502(NAD 83)
 DM1929
 DM1929_MARKER: DD = SURVEY DISK
 DM1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1929_STAMPING: 23 RB 1966
 DM1929_MARK LOGO: USGS  
 DM1929_PROJECTION: PROJECTING 20 CENTIMETERS
 DM1929_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1929+STABILITY: SURFACE MOTION
 DM1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1929+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DM1929
 DM1929  HISTORY     - Date     Condition        Report By
 DM1929  HISTORY     - 19660401 MONUMENTED       USGS
 DM1929  HISTORY     - 20061122 GOOD             MNDT
 DM1929
 DM1929                          STATION DESCRIPTION
 DM1929
 DM1929'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1929'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1929'THE MARK IS 2.7 MILES SOUTHWEST OF SWIFT FALLS, 1.5 MILES WEST ALONG
 DM1929'COUNTY ROAD 25 (70TH STREET NORTHEAST) FROM JUNCTION OF COUNTY ROAD 25
 DM1929'AND 95TH AVENUE IN SWIFT FALLS, THEN 1.7 MILES SOUTH AND WEST ALONG
 DM1929'COUNTY ROAD 29, THEN 500 FEET NORTH ON FIELD ROAD, 40.0 FEET SOUTHWEST
 DM1929'OF FENCE POST CORNER WITH NAIL IN DISK 9 INCHES UP POST, 3.0 FEET WEST
 DM1929'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0720 ***********************************************************************
 PR0720  DESIGNATION -  23 T
 PR0720  PID         -  PR0720
 PR0720  STATE/COUNTY-  MN/LINCOLN
 PR0720  COUNTRY     -  US
 PR0720  USGS QUAD   -  PORTER SW (1967)
 PR0720
 PR0720                         *CURRENT SURVEY CONTROL
 PR0720  ______________________________________________________________________
 PR0720* NAD 83(1996) POSITION- 44 30 13.84531(N) 096 13 56.21507(W)   ADJUSTED  
 PR0720* NAVD 88 ORTHO HEIGHT -   510.08   (+/-2cm)    1673.5   (feet) VERTCON   
 PR0720  ______________________________________________________________________
 PR0720  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 PR0720  LAPLACE CORR    -         -6.43  (seconds)                    DEFLEC09
 PR0720  HORZ ORDER      -  THIRD
 PR0720  VERT ORDER      -  THIRD ? (See Below)
 PR0720
 PR0720.The horizontal coordinates were established by classical geodetic methods
 PR0720.and adjusted by the National Geodetic Survey in March 1999.
 PR0720.
 PR0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0720
 PR0720.The vertical order pertains to the NGVD 29 superseded value.
 PR0720
 PR0720.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0720
 PR0720. The following values were computed from the NAD 83(1996) position.
 PR0720
 PR0720;                    North         East     Units Scale Factor Converg.
 PR0720;SPC MN S     -   269,517.879   622,515.166   MT  0.99992204   -1 33 52.8
 PR0720;SPC MN S     -   884,243.24  2,042,368.51   sFT  0.99992204   -1 33 52.8
 PR0720;UTM  14      - 4,931,562.723   720,014.493   MT  1.00019533   +1 56 27.0
 PR0720
 PR0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0720!SPC MN S     -   0.99992412  x   0.99992204  =   0.99984617
 PR0720!UTM  14      -   0.99992412  x   1.00019533  =   1.00011944
 PR0720
 PR0720:                Primary Azimuth Mark                     Grid Az
 PR0720:SPC MN S     -  WENLO ST J CANTIUS CH N SPIRE            179 23 07.0
 PR0720:UTM  14      -  WENLO ST J CANTIUS CH N SPIRE            175 52 47.2
 PR0720
 PR0720|---------------------------------------------------------------------|
 PR0720| PID    Reference Object                     Distance      Geod. Az  |
 PR0720|                                                           dddmmss.s |
 PR0720| PR0785 WENLO ST J CANTIUS CH N SPIRE       APPROX. 0.5 KM 1774914.2 |
 PR0720| PR0786 IVANHOE MUNICIPAL TANK              APPROX. 4.8 KM 1963504.9 |
 PR0720|---------------------------------------------------------------------|
 PR0720
 PR0720                          SUPERSEDED SURVEY CONTROL
 PR0720
 PR0720  NAD 83(1996)-  44 30 13.84497(N)    096 13 56.21286(W) AD(       ) 3
 PR0720  NAD 83(1986)-  44 30 13.84474(N)    096 13 56.19793(W) AD(       ) 3
 PR0720  NAD 27      -  44 30 13.97986(N)    096 13 55.06188(W) AD(       ) 3
 PR0720  NGVD 29 (07/19/86)  509.83   (m)         1672.7    (f) LEVELING    3  
 PR0720
 PR0720.Superseded values are not recommended for survey control.
 PR0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0720.See file dsdata.txt to determine how the superseded data were derived.
 PR0720
 PR0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2001431562(NAD 83)
 PR0720
 PR0720_MARKER: DB = BENCH MARK DISK
 PR0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0720_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0720_STAMPING: 23 T 1960 1673
 PR0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0720+STABILITY: SURFACE MOTION
 PR0720
 PR0720  HISTORY     - Date     Condition        Report By
 PR0720  HISTORY     - 1960     MONUMENTED       USGS
 PR0720
 PR0720                          STATION DESCRIPTION
 PR0720
 PR0720'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0720'IVANHOE,3 MILE N AND 1 MILE E OF. NEAR 1/4 CORNER SECTIONS 14 AND 23,
 PR0720'T.112N,R.45W,48 FT N,235 FT W AND 0.4 FT HIGHER THAN T-ROAD S,500 FT E
 PR0720'OF FARMHOUSE ON CREST OF HILL, 20 FT W OF DRIVE S TO FIELD,15 FT E OF
 PR0720'POWERPOLE,1.0 FT S OF E-W FENCE. IN A CONCRETE POST A STANDARD TABLET
 PR0720'STAMPED---23 T 1960 1673 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1579 ***********************************************************************
 OO1579  DESIGNATION -  2301 A
 OO1579  PID         -  OO1579
 OO1579  STATE/COUNTY-  MN/FILLMORE
 OO1579  COUNTRY     -  US
 OO1579  USGS QUAD   -  SPRING VALLEY (1965)
 OO1579
 OO1579                         *CURRENT SURVEY CONTROL
 OO1579  ______________________________________________________________________
 OO1579* NAD 83(1986) POSITION- 43 42 39.     (N) 092 26 25.     (W)   SCALED    
 OO1579* NAVD 88 ORTHO HEIGHT -   395.733  (meters)    1298.33  (feet) ADJUSTED  
 OO1579  ______________________________________________________________________
 OO1579  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 OO1579  DYNAMIC HEIGHT  -        395.644 (meters)     1298.04  (feet) COMP
 OO1579  MODELED GRAVITY -    980,383.6   (mgal)                       NAVD 88
 OO1579
 OO1579  VERT ORDER      -  FIRST     CLASS II
 OO1579
 OO1579.The horizontal coordinates were scaled from a topographic map and have
 OO1579.an estimated accuracy of +/- 6 seconds.
 OO1579.
 OO1579.The orthometric height was determined by differential leveling and
 OO1579.adjusted in June 1991.
 OO1579
 OO1579.Photographs are available for this station.
 OO1579
 OO1579.The dynamic height is computed by dividing the NAVD 88
 OO1579.geopotential number by the normal gravity value computed on the
 OO1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1579.degrees latitude (g = 980.6199 gals.).
 OO1579
 OO1579.The modeled gravity was interpolated from observed gravity values.
 OO1579
 OO1579;                    North         East    Units  Estimated Accuracy
 OO1579;SPC MN S     -   180,180.      925,700.      MT  (+/- 180 meters Scaled)
 OO1579
 OO1579                          SUPERSEDED SURVEY CONTROL
 OO1579
 OO1579.No superseded survey control is available for this station.
 OO1579
 OO1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ450399(NAD 83)
 OO1579
 OO1579_MARKER: DV = VERTICAL CONTROL DISK
 OO1579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1579_SP_SET: ALUMINUM ALLOY ROD
 OO1579_STAMPING: 2301 A 1981
 OO1579_MARK LOGO: MNDT  
 OO1579_PROJECTION: FLUSH
 OO1579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1579+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 OO1579
 OO1579  HISTORY     - Date     Condition        Report By
 OO1579  HISTORY     - 1981     MONUMENTED       MNDT
 OO1579  HISTORY     - 19900821 GOOD             NGS
 OO1579  HISTORY     - 19910923 GOOD             MNDT
 OO1579  HISTORY     - 20051208 GOOD             MNDT
 OO1579
 OO1579                          STATION DESCRIPTION
 OO1579
 OO1579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1579'10.5 KM (6.5 MI) EASTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1579'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 0.8 KM (0.5
 OO1579'MI) EAST OF THE MOWER COUNTY LINE, 15.1 M (49.5 FT) NORTH OF THE
 OO1579'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) EAST OF THE CENTER OF A
 OO1579'FIELD ENTRANCE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M
 OO1579'(1.3 FT) WEST OF A UTILITY POLE, AND 0.2 M (0.7 FT) SOUTH OF A
 OO1579'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 OO1579'LOGO CAP.  THE ROD DEPTH UNKNOWN AND IS RECESSED 0.2 CM (0.07 IN).
 OO1579
 OO1579                          STATION RECOVERY (1991)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1579'3.0 MILES (4.8 KM) NW OF THE TOWN OF SPRING VALLEY, IN THE NW OF 1/4
 OO1579'SECTION 19, T103N, R13W, ON TH 16 RIGHT OF WAY, 2.05 MILES (3.30 KM)
 OO1579'EAST ALONG TH 16 FROM THE JCT OF TH 16 AND TH 63 NORTH, AT MILEPOINT
 OO1579'212.25, 50.0 FT (15.2 M) NORTH OF AND ABOUT 2.0 FT (0.6 M) LOWER THAN
 OO1579'THE CENTERLINE OF TH 16, 1.8 FT (0.5 M) SW OF A POWER POLE, 15.0 FT
 OO1579'(4.6 M) EAST OF THE CENTER OF A FIELD ENTRANCE, 0.8 FT (24.4 CM) SOUTH
 OO1579'OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 OO1579
 OO1579                          STATION RECOVERY (2005)
 OO1579
 OO1579'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1579'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8027 ***********************************************************************
 AE8027  DESIGNATION -  2301 B
 AE8027  PID         -  AE8027
 AE8027  STATE/COUNTY-  MN/FILLMORE
 AE8027  COUNTRY     -  US
 AE8027  USGS QUAD   -  SPRING VALLEY (1965)
 AE8027
 AE8027                         *CURRENT SURVEY CONTROL
 AE8027  ______________________________________________________________________
 AE8027* NAD 83(1986) POSITION- 43 42 39.6    (N) 092 25 47.1    (W)   HD_HELD2  
 AE8027* NAVD 88 ORTHO HEIGHT -   397.930  (meters)    1305.54  (feet) ADJUSTED  
 AE8027  ______________________________________________________________________
 AE8027  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 AE8027  DYNAMIC HEIGHT  -        397.841 (meters)     1305.25  (feet) COMP
 AE8027  MODELED GRAVITY -    980,384.1   (mgal)                       NAVD 88
 AE8027
 AE8027  VERT ORDER      -  SECOND    CLASS I
 AE8027
 AE8027.The horizontal coordinates were established by autonomous hand held GPS
 AE8027.observations and have an estimated accuracy of +/- 10 meters.
 AE8027.
 AE8027.The orthometric height was determined by differential leveling and
 AE8027.adjusted in November 1998.
 AE8027
 AE8027.Photographs are available for this station.
 AE8027
 AE8027.The dynamic height is computed by dividing the NAVD 88
 AE8027.geopotential number by the normal gravity value computed on the
 AE8027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8027.degrees latitude (g = 980.6199 gals.).
 AE8027
 AE8027.The modeled gravity was interpolated from observed gravity values.
 AE8027
 AE8027;                    North         East    Units  Estimated Accuracy
 AE8027;SPC MN S     -   180,217.      926,548.      MT  (+/- 10 meters HH2 GPS)
 AE8027
 AE8027                          SUPERSEDED SURVEY CONTROL
 AE8027
 AE8027.No superseded survey control is available for this station.
 AE8027
 AE8027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4594039933(NAD 83)
 AE8027
 AE8027_MARKER: DV = VERTICAL CONTROL DISK
 AE8027_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8027_SP_SET: BOX CULVERT
 AE8027_STAMPING: 2301 B 1981
 AE8027_MARK LOGO: MNDT  
 AE8027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8027+STABILITY: SURFACE MOTION
 AE8027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8027+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8027
 AE8027  HISTORY     - Date     Condition        Report By
 AE8027  HISTORY     - 1981     MONUMENTED       MNDT
 AE8027  HISTORY     - 19910923 GOOD             MNDT
 AE8027
 AE8027                          STATION DESCRIPTION
 AE8027
 AE8027'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8027'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2.5 MILES (4.0 KM) NW
 AE8027'OF THE TOWN OF SPRING VALLEY, IN THE SE 1/4 OF SECTION 19, T103N,
 AE8027'R13W, ON TH 16 RIGHT OF WAY, 2.75 MILES (4.43 KM) NW ALONG TH 16, FROM
 AE8027'THE JCT OF TH 16 AND TH 63 SOUTH, AT MILEPOINT 212.75, 25.0 FT (7.6 M)
 AE8027'SOUTH OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF TH 16,
 AE8027'6.5 FT (2.0 M) WEST OF THE EAST END OF A BOX CULVERT, AND 6.8 FT (2.1
 AE8027'M) WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8028 ***********************************************************************
 AE8028  DESIGNATION -  2301 C
 AE8028  PID         -  AE8028
 AE8028  STATE/COUNTY-  MN/FILLMORE
 AE8028  COUNTRY     -  US
 AE8028  USGS QUAD   -  SPRING VALLEY (1965)
 AE8028
 AE8028                         *CURRENT SURVEY CONTROL
 AE8028  ______________________________________________________________________
 AE8028* NAD 83(1986) POSITION- 43 42 25.6    (N) 092 24 58.7    (W)   HD_HELD2  
 AE8028* NAVD 88 ORTHO HEIGHT -   411.513  (meters)    1350.11  (feet) ADJUSTED  
 AE8028  ______________________________________________________________________
 AE8028  GEOID HEIGHT    -        -29.96  (meters)                     GEOID09
 AE8028  DYNAMIC HEIGHT  -        411.421 (meters)     1349.80  (feet) COMP
 AE8028  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 AE8028
 AE8028  VERT ORDER      -  SECOND    CLASS I
 AE8028
 AE8028.The horizontal coordinates were established by autonomous hand held GPS
 AE8028.observations and have an estimated accuracy of +/- 10 meters.
 AE8028.
 AE8028.The orthometric height was determined by differential leveling and
 AE8028.adjusted in November 1998.
 AE8028
 AE8028.Photographs are available for this station.
 AE8028
 AE8028.The dynamic height is computed by dividing the NAVD 88
 AE8028.geopotential number by the normal gravity value computed on the
 AE8028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8028.degrees latitude (g = 980.6199 gals.).
 AE8028
 AE8028.The modeled gravity was interpolated from observed gravity values.
 AE8028
 AE8028;                    North         East    Units  Estimated Accuracy
 AE8028;SPC MN S     -   179,806.      927,640.      MT  (+/- 10 meters HH2 GPS)
 AE8028
 AE8028                          SUPERSEDED SURVEY CONTROL
 AE8028
 AE8028.No superseded survey control is available for this station.
 AE8028
 AE8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4702639508(NAD 83)
 AE8028
 AE8028_MARKER: DV = VERTICAL CONTROL DISK
 AE8028_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8028_SP_SET: BOX CULVERT
 AE8028_STAMPING: 2301 C 1981
 AE8028_MARK LOGO: MNDT  
 AE8028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8028+STABILITY: SURFACE MOTION
 AE8028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8028+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8028
 AE8028  HISTORY     - Date     Condition        Report By
 AE8028  HISTORY     - 1981     MONUMENTED       MNDT
 AE8028  HISTORY     - 19910923 GOOD             MNDT
 AE8028
 AE8028                          STATION DESCRIPTION
 AE8028
 AE8028'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8028'MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1.75 MILES (2.82 KM) NW OF
 AE8028'THE TOWN OF SPRING VALLEY, IN THE SE 1/4 OF SECTION 20, T103N, R13W,
 AE8028'ON TH 16 RIGHT OF WAY, 1.95 MILES (3.14 KM) NW ALONG TH 16 FROM THE
 AE8028'JCT OF TH 16 AND TH 63 SOUTH, AT MILEPOINT 213.5, 23.0 FT (7.0 M) SSW
 AE8028'OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE CENTERLINE OF TH 16, 5.5
 AE8028'FT (1.7 M) NW OF THE SOUTHEAST END OF A BOX CULVERT, AND 13.0 FT (4.0
 AE8028'M) SE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8029 ***********************************************************************
 AE8029  DESIGNATION -  2301 D
 AE8029  PID         -  AE8029
 AE8029  STATE/COUNTY-  MN/FILLMORE
 AE8029  COUNTRY     -  US
 AE8029  USGS QUAD   -  SPRING VALLEY (1965)
 AE8029
 AE8029                         *CURRENT SURVEY CONTROL
 AE8029  ______________________________________________________________________
 AE8029* NAD 83(1986) POSITION- 43 42 06.     (N) 092 24 07.     (W)   SCALED    
 AE8029* NAVD 88 ORTHO HEIGHT -   405.757  (meters)    1331.22  (feet) ADJUSTED  
 AE8029  ______________________________________________________________________
 AE8029  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 AE8029  DYNAMIC HEIGHT  -        405.666 (meters)     1330.92  (feet) COMP
 AE8029  MODELED GRAVITY -    980,383.0   (mgal)                       NAVD 88
 AE8029
 AE8029  VERT ORDER      -  SECOND    CLASS I
 AE8029
 AE8029.The horizontal coordinates were scaled from a topographic map and have
 AE8029.an estimated accuracy of +/- 6 seconds.
 AE8029.
 AE8029.The orthometric height was determined by differential leveling and
 AE8029.adjusted in November 1998.
 AE8029
 AE8029.Photographs are available for this station.
 AE8029
 AE8029.The dynamic height is computed by dividing the NAVD 88
 AE8029.geopotential number by the normal gravity value computed on the
 AE8029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8029.degrees latitude (g = 980.6199 gals.).
 AE8029
 AE8029.The modeled gravity was interpolated from observed gravity values.
 AE8029
 AE8029;                    North         East    Units  Estimated Accuracy
 AE8029;SPC MN S     -   179,220.      928,810.      MT  (+/- 180 meters Scaled)
 AE8029
 AE8029                          SUPERSEDED SURVEY CONTROL
 AE8029
 AE8029.No superseded survey control is available for this station.
 AE8029
 AE8029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ481389(NAD 83)
 AE8029
 AE8029_MARKER: DV = VERTICAL CONTROL DISK
 AE8029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8029_STAMPING: 2301 D 1991
 AE8029_MARK LOGO: MNDT  
 AE8029_PROJECTION: FLUSH
 AE8029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8029+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8029_ROD/PIPE-DEPTH:  6.0 meters
 AE8029
 AE8029  HISTORY     - Date     Condition        Report By
 AE8029  HISTORY     - 1991     MONUMENTED       MNDT
 AE8029
 AE8029                          STATION DESCRIPTION
 AE8029
 AE8029'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8029'THE MARK IS LOCATED ABOUT 1.0 MILE (1.6 KM) NW OF THE TOWN OF SPRING
 AE8029'VALLEY, IN THE NE 1/4 OF SECTION 28, T103N, R13W, ON TH 16 RIGHT OF
 AE8029'WAY, 1.3 NW ALONG TH 16, FROM THE JCT OF TH 16 AND TH 63 SOUTH, AT
 AE8029'MILEPOINT 214.2, 98.0 FT (29.9 M) SOUTH OF AND ABOUT FLUSH WITH THE
 AE8029'CENTERLINE OF TH 16, 58.0 FT (17.7 M) SW OF THE SW CORNER OF GOODYEAR
 AE8029'SIGN POST, 1.75 FT (0.53 M) NNW OF THE NE CORNER OF A BLDG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0655 ***********************************************************************
 ON0655  DESIGNATION -  2304 AA
 ON0655  PID         -  ON0655
 ON0655  STATE/COUNTY-  MN/FILLMORE
 ON0655  COUNTRY     -  US
 ON0655  USGS QUAD   -  RUSHFORD WEST (1974)
 ON0655
 ON0655                         *CURRENT SURVEY CONTROL
 ON0655  ______________________________________________________________________
 ON0655* NAD 83(1986) POSITION- 43 48 14.     (N) 091 46 23.     (W)   SCALED    
 ON0655* NAVD 88 ORTHO HEIGHT -   221.488  (meters)     726.67  (feet) ADJUSTED  
 ON0655  ______________________________________________________________________
 ON0655  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 ON0655  DYNAMIC HEIGHT  -        221.451 (meters)      726.54  (feet) COMP
 ON0655  MODELED GRAVITY -    980,446.6   (mgal)                       NAVD 88
 ON0655
 ON0655  VERT ORDER      -  FIRST     CLASS II
 ON0655
 ON0655.The horizontal coordinates were scaled from a topographic map and have
 ON0655.an estimated accuracy of +/- 6 seconds.
 ON0655.
 ON0655.The orthometric height was determined by differential leveling and
 ON0655.adjusted in June 1991.
 ON0655
 ON0655.Photographs are available for this station.
 ON0655
 ON0655.The dynamic height is computed by dividing the NAVD 88
 ON0655.geopotential number by the normal gravity value computed on the
 ON0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0655.degrees latitude (g = 980.6199 gals.).
 ON0655
 ON0655.The modeled gravity was interpolated from observed gravity values.
 ON0655
 ON0655;                    North         East    Units  Estimated Accuracy
 ON0655;SPC MN S     -   191,760.      979,180.      MT  (+/- 180 meters Scaled)
 ON0655
 ON0655                          SUPERSEDED SURVEY CONTROL
 ON0655
 ON0655.No superseded survey control is available for this station.
 ON0655
 ON0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ986508(NAD 83)
 ON0655
 ON0655_MARKER: DV = VERTICAL CONTROL DISK
 ON0655_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0655_SP_SET: COPPER-CLAD STEEL ROD
 ON0655_STAMPING: 2304 AA 1977
 ON0655_MARK LOGO: MNHD  
 ON0655_PROJECTION: FLUSH
 ON0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0655+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2010
 ON0655_ROD/PIPE-DEPTH: 29.0 meters
 ON0655
 ON0655  HISTORY     - Date     Condition        Report By
 ON0655  HISTORY     - 1977     MONUMENTED       MNDT
 ON0655  HISTORY     - 1979     GOOD             MNDT
 ON0655  HISTORY     - 19900810 GOOD             NGS
 ON0655  HISTORY     - 20101014 GOOD             WOOLPT
 ON0655  HISTORY     - 20101014 GOOD             WOOLPT
 ON0655
 ON0655                          STATION DESCRIPTION
 ON0655
 ON0655'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON0655'1 MI WSW FROM RUSHFORD.
 ON0655'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 ON0655'24250 AND IS LOCATED 1 MILE WEST ALONG TRUNK HIGHWAY 16 FROM ITS
 ON0655'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON0655'16 MILE POINT 256.9 IN THE SE 1/4 OF SECTION 15, T104N, R8W.  THE
 ON0655'MARK IS 118.2 FEET SOUTH-SOUTHWEST OF A TELEPHONE BURIED CABLE POST
 ON0655'NUMBER A1A1, 118 FEET EAST OF THE CENTER OF A FIELD ENTRANCE SOUTH,
 ON0655'69 FEET SOUTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF TRUNK
 ON0655'HIGHWAY 16, 2.5 FEET NORTHEAST OF A POWER POLE AND 0.5 FOOT NORTH OF
 ON0655'A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 ON0655'MARK DISK STAMPED ---2304 AA 1977---, IS CRIMPED TO THE TOP OF A
 ON0655'DRIVEN TO REFUSAL 5/8 INCH DIAMETER BY 95 FOOT LONG COPPER-CLAD STEEL
 ON0655'ROD THAT IS FLUSH WITH THE GROUND.
 ON0655
 ON0655                          STATION RECOVERY (1990)
 ON0655
 ON0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ON0655'1.6 KM (1.0 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON0655'STATE HIGHWAY 43 IN RUSHFORD, 36.1 M (118.4 FT) EAST OF THE CENTER OF
 ON0655'A FIELD ENTRANCE, 21.0 M (68.9 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 ON0655'1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT)
 ON0655'NORTHEAST OF A UTILITY POLE, AND 0.1 M (0.3 FT) NORTH OF A WITNESS
 ON0655'POST.  NOTE--THE ROD IS ENCASED IN A 5-INCH IRON PIPE THAT IS FLUSH
 ON0655'WITH THE GROUND SURFACE.
 ON0655
 ON0655                          STATION RECOVERY (2010)
 ON0655
 ON0655'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON0655'RECOVERED IN GOOD CONDITION.
 ON0655
 ON0655                          STATION RECOVERY (2010)
 ON0655
 ON0655'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON0655'THE MARK IS A PRIMARY PROJECT CONTROL POINT (PPCP) FOR RUSHFORD LEVEE
 ON0655'PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER GAUGE 22A.
 ON0655' 
 ON0655'THE MARK IS 28.58 FEET BELOW ZERO GAGE REFERENCE POINT .
 ON0655' 
 ON0655'THE MARK IS 0.00 FEET ABOVE NGVD88 AT ROOT RIVER 2.8 MILES WEST OF
 ON0655'RUSHFORD, MN.
 ON0655' 
 ON0655'THE MARK IS 28.58 FEET ABOVE BM 1, MNDOT BRASS CAP ON TOP OF NW END OF
 ON0655'CONCRETE RAILING ABOVE LEFT ABUTMENT OF HWY 16 BRIDGE (NO. 23015).
 ON0655' 
 ON0655'THE MARK IS 24.41 FEET ABOVE BM 2, MNDOT BRASS CAP ON TOP OF SE END
 ON0655'CONCRETE RAILING ABOVE RIGHT ABUTMENT OF HWY 16 BRIDGE (NO. 23015).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1262 ***********************************************************************
 ON1262  DESIGNATION -  2304 C
 ON1262  PID         -  ON1262
 ON1262  STATE/COUNTY-  MN/FILLMORE
 ON1262  COUNTRY     -  US
 ON1262  USGS QUAD   -  LANESBORO (1965)
 ON1262
 ON1262                         *CURRENT SURVEY CONTROL
 ON1262  ______________________________________________________________________
 ON1262* NAD 83(1986) POSITION- 43 42 50.     (N) 091 58 37.     (W)   SCALED    
 ON1262* NAVD 88 ORTHO HEIGHT -   263.022  (meters)     862.93  (feet) ADJUSTED  
 ON1262  ______________________________________________________________________
 ON1262  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 ON1262  DYNAMIC HEIGHT  -        262.971 (meters)      862.76  (feet) COMP
 ON1262  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 ON1262
 ON1262  VERT ORDER      -  FIRST     CLASS II
 ON1262
 ON1262.The horizontal coordinates were scaled from a topographic map and have
 ON1262.an estimated accuracy of +/- 6 seconds.
 ON1262.
 ON1262.The orthometric height was determined by differential leveling and
 ON1262.adjusted in June 1991.
 ON1262
 ON1262.The dynamic height is computed by dividing the NAVD 88
 ON1262.geopotential number by the normal gravity value computed on the
 ON1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1262.degrees latitude (g = 980.6199 gals.).
 ON1262
 ON1262.The modeled gravity was interpolated from observed gravity values.
 ON1262
 ON1262;                    North         East    Units  Estimated Accuracy
 ON1262;SPC MN S     -   181,340.      963,030.      MT  (+/- 180 meters Scaled)
 ON1262
 ON1262                          SUPERSEDED SURVEY CONTROL
 ON1262
 ON1262.No superseded survey control is available for this station.
 ON1262
 ON1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ824406(NAD 83)
 ON1262
 ON1262_MARKER: DB = BENCH MARK DISK
 ON1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1262_SP_SET: CONCRETE POST
 ON1262_STAMPING: 2304-C
 ON1262_MARK LOGO: MNHD  
 ON1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1262+STABILITY: SURFACE MOTION
 ON1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1262+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1990
 ON1262
 ON1262  HISTORY     - Date     Condition        Report By
 ON1262  HISTORY     - UNK      MONUMENTED       MNHD
 ON1262  HISTORY     - 19900813 GOOD             NGS
 ON1262
 ON1262                          STATION DESCRIPTION
 ON1262
 ON1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1262'IN LANESBORO, AT THE INTERSECTION OF STATE HIGHWAYS 16 AND 250, 12.2
 ON1262'M (40.0 FT) EAST OF THE EXTENDED CENTERLINE OF HIGHWAY 250 (PARKWAY
 ON1262'AVENUE SOUTH), 7.7 M (25.3 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE
 ON1262'OF HIGHWAY 16 (SHERIDAN STREET EAST), 1.9 M (6.2 FT) SOUTHWEST OF THE
 ON1262'CENTER OF A CATCH BASIN, AND THE MONUMENT IS FLUSH WITH THE GROUND
 ON1262'SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1271 ***********************************************************************
 ON1271  DESIGNATION -  2304 T
 ON1271  PID         -  ON1271
 ON1271  STATE/COUNTY-  MN/FILLMORE
 ON1271  COUNTRY     -  US
 ON1271  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1271
 ON1271                         *CURRENT SURVEY CONTROL
 ON1271  ______________________________________________________________________
 ON1271* NAD 83(1986) POSITION- 43 46 01.     (N) 091 52 14.     (W)   SCALED    
 ON1271* NAVD 88 ORTHO HEIGHT -   231.003  (meters)     757.88  (feet) ADJUSTED  
 ON1271  ______________________________________________________________________
 ON1271  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 ON1271  DYNAMIC HEIGHT  -        230.962 (meters)      757.75  (feet) COMP
 ON1271  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 ON1271
 ON1271  VERT ORDER      -  FIRST     CLASS II
 ON1271
 ON1271.The horizontal coordinates were scaled from a topographic map and have
 ON1271.an estimated accuracy of +/- 6 seconds.
 ON1271.
 ON1271.The orthometric height was determined by differential leveling and
 ON1271.adjusted in June 1991.
 ON1271
 ON1271.The dynamic height is computed by dividing the NAVD 88
 ON1271.geopotential number by the normal gravity value computed on the
 ON1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1271.degrees latitude (g = 980.6199 gals.).
 ON1271
 ON1271.The modeled gravity was interpolated from observed gravity values.
 ON1271
 ON1271;                    North         East    Units  Estimated Accuracy
 ON1271;SPC MN S     -   187,450.      971,440.      MT  (+/- 180 meters Scaled)
 ON1271
 ON1271                          SUPERSEDED SURVEY CONTROL
 ON1271
 ON1271.No superseded survey control is available for this station.
 ON1271
 ON1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ909466(NAD 83)
 ON1271
 ON1271_MARKER: DB = BENCH MARK DISK
 ON1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1271_SP_SET: CONCRETE POST
 ON1271_STAMPING: 2304 T
 ON1271_MARK LOGO: MNHD  
 ON1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1271+STABILITY: SURFACE MOTION
 ON1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1271+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1990
 ON1271
 ON1271  HISTORY     - Date     Condition        Report By
 ON1271  HISTORY     - 1970     MONUMENTED       MNHD
 ON1271  HISTORY     - 19900813 GOOD             NGS
 ON1271
 ON1271                          STATION DESCRIPTION
 ON1271
 ON1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1271'12.5 KM (7.8 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON1271'STATE HIGHWAY 43 IN RUSHFORD, 51.3 M (168.3 FT) SOUTH OF THE CENTER
 ON1271'OF A FIELD ENTRANCE, 21.4 M (70.2 FT) WEST OF THE HIGHWAY CENTERLINE,
 ON1271'3.4 M (11.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) EAST
 ON1271'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 ON1271'GROUND SURFACE.  NOTE--THE DISK HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1272 ***********************************************************************
 ON1272  DESIGNATION -  2304 U
 ON1272  PID         -  ON1272
 ON1272  STATE/COUNTY-  MN/FILLMORE
 ON1272  COUNTRY     -  US
 ON1272  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1272
 ON1272                         *CURRENT SURVEY CONTROL
 ON1272  ______________________________________________________________________
 ON1272* NAD 83(1986) POSITION- 43 46 43.     (N) 091 51 45.     (W)   SCALED    
 ON1272* NAVD 88 ORTHO HEIGHT -   237.680  (meters)     779.79  (feet) ADJUSTED  
 ON1272  ______________________________________________________________________
 ON1272  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 ON1272  DYNAMIC HEIGHT  -        237.638 (meters)      779.65  (feet) COMP
 ON1272  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 ON1272
 ON1272  VERT ORDER      -  FIRST     CLASS II
 ON1272
 ON1272.The horizontal coordinates were scaled from a topographic map and have
 ON1272.an estimated accuracy of +/- 6 seconds.
 ON1272.
 ON1272.The orthometric height was determined by differential leveling and
 ON1272.adjusted in June 1991.
 ON1272
 ON1272.The dynamic height is computed by dividing the NAVD 88
 ON1272.geopotential number by the normal gravity value computed on the
 ON1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1272.degrees latitude (g = 980.6199 gals.).
 ON1272
 ON1272.The modeled gravity was interpolated from observed gravity values.
 ON1272
 ON1272;                    North         East    Units  Estimated Accuracy
 ON1272;SPC MN S     -   188,760.      972,060.      MT  (+/- 180 meters Scaled)
 ON1272
 ON1272                          SUPERSEDED SURVEY CONTROL
 ON1272
 ON1272.No superseded survey control is available for this station.
 ON1272
 ON1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ915479(NAD 83)
 ON1272
 ON1272_MARKER: DB = BENCH MARK DISK
 ON1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1272_SP_SET: CONCRETE POST
 ON1272_STAMPING: 2304 U
 ON1272_MARK LOGO: MNHD  
 ON1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1272+STABILITY: SURFACE MOTION
 ON1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1272+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1990
 ON1272
 ON1272  HISTORY     - Date     Condition        Report By
 ON1272  HISTORY     - 1970     MONUMENTED       MNHD
 ON1272  HISTORY     - 19900813 GOOD             NGS
 ON1272
 ON1272                          STATION DESCRIPTION
 ON1272
 ON1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1272'10.9 KM (6.8 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON1272'STATE HIGHWAY 43 IN RUSHFORD, 23.0 M (75.5 FT) NORTH OF THE HIGHWAY
 ON1272'CENTERLINE, 20.4 M (66.9 FT) WEST-NORTHWEST OF THE CENTER OF A
 ON1272'DRIVEWAY, 1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7
 ON1272'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE
 ON1272'GROUND SURFACE.  NOTE--THE DISK HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1273 ***********************************************************************
 ON1273  DESIGNATION -  2304 V
 ON1273  PID         -  ON1273
 ON1273  STATE/COUNTY-  MN/FILLMORE
 ON1273  COUNTRY     -  US
 ON1273  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1273
 ON1273                         *CURRENT SURVEY CONTROL
 ON1273  ______________________________________________________________________
 ON1273* NAD 83(1986) POSITION- 43 46 22.     (N) 091 50 41.     (W)   SCALED    
 ON1273* NAVD 88 ORTHO HEIGHT -   231.750  (meters)     760.33  (feet) ADJUSTED  
 ON1273  ______________________________________________________________________
 ON1273  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 ON1273  DYNAMIC HEIGHT  -        231.711 (meters)      760.21  (feet) COMP
 ON1273  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 ON1273
 ON1273  VERT ORDER      -  FIRST     CLASS II
 ON1273
 ON1273.The horizontal coordinates were scaled from a topographic map and have
 ON1273.an estimated accuracy of +/- 6 seconds.
 ON1273.
 ON1273.The orthometric height was determined by differential leveling and
 ON1273.adjusted in June 1991.
 ON1273
 ON1273.The dynamic height is computed by dividing the NAVD 88
 ON1273.geopotential number by the normal gravity value computed on the
 ON1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1273.degrees latitude (g = 980.6199 gals.).
 ON1273
 ON1273.The modeled gravity was interpolated from observed gravity values.
 ON1273
 ON1273;                    North         East    Units  Estimated Accuracy
 ON1273;SPC MN S     -   188,150.      973,510.      MT  (+/- 180 meters Scaled)
 ON1273
 ON1273                          SUPERSEDED SURVEY CONTROL
 ON1273
 ON1273.No superseded survey control is available for this station.
 ON1273
 ON1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ929472(NAD 83)
 ON1273
 ON1273_MARKER: DB = BENCH MARK DISK
 ON1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON1273_SP_SET: CONCRETE POST
 ON1273_STAMPING: 2304 V
 ON1273_MARK LOGO: MNHD  
 ON1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1273+STABILITY: SURFACE MOTION
 ON1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1273+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 ON1273
 ON1273  HISTORY     - Date     Condition        Report By
 ON1273  HISTORY     - 1970     MONUMENTED       MNHD
 ON1273  HISTORY     - 19900810 GOOD             NGS
 ON1273
 ON1273                          STATION DESCRIPTION
 ON1273
 ON1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1273'9.2 KM (5.7 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON1273'STATE HIGHWAY 43 IN RUSHFORD, 23.4 M (76.8 FT) SOUTH OF THE HIGHWAY
 ON1273'CENTERLINE, 13.5 M (44.3 FT) WEST OF THE CENTER OF A FIELD ENTRANCE,
 ON1273'9.5 M (31.2 FT) SOUTH OF THE SOUTH END OF A 24-INCH CULVERT, 0.2 M
 ON1273'(0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M
 ON1273'(0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE DISK HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1274 ***********************************************************************
 ON1274  DESIGNATION -  2304 X
 ON1274  PID         -  ON1274
 ON1274  STATE/COUNTY-  MN/FILLMORE
 ON1274  COUNTRY     -  US
 ON1274  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1274
 ON1274                         *CURRENT SURVEY CONTROL
 ON1274  ______________________________________________________________________
 ON1274* NAD 83(1986) POSITION- 43 47 11.8    (N) 091 49 37.3    (W)   HD_HELD2  
 ON1274* NAVD 88 ORTHO HEIGHT -   229.996  (meters)     754.58  (feet) ADJUSTED  
 ON1274  ______________________________________________________________________
 ON1274  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 ON1274  DYNAMIC HEIGHT  -        229.958 (meters)      754.45  (feet) COMP
 ON1274  MODELED GRAVITY -    980,448.4   (mgal)                       NAVD 88
 ON1274
 ON1274  VERT ORDER      -  FIRST     CLASS II
 ON1274
 ON1274.The horizontal coordinates were established by autonomous hand held GPS
 ON1274.observations and have an estimated accuracy of +/- 10 meters.
 ON1274.
 ON1274.The orthometric height was determined by differential leveling and
 ON1274.adjusted in June 1991.
 ON1274
 ON1274.Photographs are available for this station.
 ON1274
 ON1274.The dynamic height is computed by dividing the NAVD 88
 ON1274.geopotential number by the normal gravity value computed on the
 ON1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1274.degrees latitude (g = 980.6199 gals.).
 ON1274
 ON1274.The modeled gravity was interpolated from observed gravity values.
 ON1274
 ON1274;                    North         East    Units  Estimated Accuracy
 ON1274;SPC MN S     -   189,728.      974,889.      MT  (+/- 10 meters HH2 GPS)
 ON1274
 ON1274                          SUPERSEDED SURVEY CONTROL
 ON1274
 ON1274.No superseded survey control is available for this station.
 ON1274
 ON1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9437848841(NAD 83)
 ON1274
 ON1274_MARKER: DB = BENCH MARK DISK
 ON1274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON1274_SP_SET: BRIDGE ABUTMENT
 ON1274_STAMPING: 2304 X
 ON1274_MARK LOGO: MNHD  
 ON1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1274+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 ON1274
 ON1274  HISTORY     - Date     Condition        Report By
 ON1274  HISTORY     - 1970     MONUMENTED       MNHD
 ON1274  HISTORY     - 19900810 GOOD             NGS
 ON1274
 ON1274                          STATION DESCRIPTION
 ON1274
 ON1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1274'IN PETERSON, AT THE INTERSECTION OF COUNTY ROAD 25 AND THE ROOT
 ON1274'RIVER, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 ON1274'EAST ABUTMENT OF BRIDGE NUMBER 23503 SPANNING THE RIVER, 5.9 M (19.4
 ON1274'FT) SOUTH OF THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL
 ON1274'OF THE ROAD.  NOTE--THE DISK HAS NO STAMPING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1518 ***********************************************************************
 OO1518  DESIGNATION -  2305 A
 OO1518  PID         -  OO1518
 OO1518  STATE/COUNTY-  MN/FILLMORE
 OO1518  COUNTRY     -  US
 OO1518  USGS QUAD   -  PILOT MOUND (1974)
 OO1518
 OO1518                         *CURRENT SURVEY CONTROL
 OO1518  ______________________________________________________________________
 OO1518* NAD 83(1986) POSITION- 43 49 21.     (N) 092 01 28.     (W)   SCALED    
 OO1518* NAVD 88 ORTHO HEIGHT -   304.718  (meters)     999.73  (feet) ADJUSTED  
 OO1518  ______________________________________________________________________
 OO1518  GEOID HEIGHT    -        -30.07  (meters)                     GEOID09
 OO1518  DYNAMIC HEIGHT  -        304.659 (meters)      999.54  (feet) COMP
 OO1518  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 OO1518
 OO1518  VERT ORDER      -  SECOND    CLASS II
 OO1518
 OO1518.The horizontal coordinates were scaled from a topographic map and have
 OO1518.an estimated accuracy of +/- 6 seconds.
 OO1518.
 OO1518.The orthometric height was determined by differential leveling and
 OO1518.adjusted in June 1991.
 OO1518
 OO1518.The dynamic height is computed by dividing the NAVD 88
 OO1518.geopotential number by the normal gravity value computed on the
 OO1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1518.degrees latitude (g = 980.6199 gals.).
 OO1518
 OO1518.The modeled gravity was interpolated from observed gravity values.
 OO1518
 OO1518;                    North         East    Units  Estimated Accuracy
 OO1518;SPC MN S     -   193,310.      958,910.      MT  (+/- 180 meters Scaled)
 OO1518
 OO1518                          SUPERSEDED SURVEY CONTROL
 OO1518
 OO1518.No superseded survey control is available for this station.
 OO1518
 OO1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ784526(NAD 83)
 OO1518
 OO1518_MARKER: DB = BENCH MARK DISK
 OO1518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1518_SP_SET: BRIDGE ABUTMENT
 OO1518_STAMPING: 2305 A 1947
 OO1518_MARK LOGO: MNDT  
 OO1518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1518
 OO1518  HISTORY     - Date     Condition        Report By
 OO1518  HISTORY     - 1947     MONUMENTED       MNDT
 OO1518  HISTORY     - 1979     GOOD             MNDT
 OO1518
 OO1518                          STATION DESCRIPTION
 OO1518
 OO1518'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1518'IN PILOT MOUND.
 OO1518'THE MARK IS LOCATED IN THE ABUTMENT IN THE SOUTHEAST CORNER OF TRUNK
 OO1518'HIGHWAY 30 BRIDGE NUMBER 4027 OVER MONEY CREEK IN PILOT MOUND NEAR
 OO1518'MILE POINT 250.55 IN THE SW 1/4 OF SECTION 10, T104N, R10W.  THE MARK
 OO1518'IS 220 FEET EAST OF A ROAD TO THE SOUTH AND 14 FEET SOUTH OF AND 0.5
 OO1518'FOOT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30.  THE MARK, A
 OO1518'STANDARD MNHD BENCH MARK DISK STAMPED---2305 A 1947---, IS SET IN A
 OO1518'DRILL HOLE IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1520 ***********************************************************************
 OO1520  DESIGNATION -  2305 AA
 OO1520  PID         -  OO1520
 OO1520  STATE/COUNTY-  MN/FILLMORE
 OO1520  COUNTRY     -  US
 OO1520  USGS QUAD   -  PILOT MOUND (1974)
 OO1520
 OO1520                         *CURRENT SURVEY CONTROL
 OO1520  ______________________________________________________________________
 OO1520* NAD 83(1986) POSITION- 43 49 06.     (N) 092 02 43.     (W)   SCALED    
 OO1520* NAVD 88 ORTHO HEIGHT -   289.161  (meters)     948.69  (feet) ADJUSTED  
 OO1520  ______________________________________________________________________
 OO1520  GEOID HEIGHT    -        -30.06  (meters)                     GEOID09
 OO1520  DYNAMIC HEIGHT  -        289.105 (meters)      948.51  (feet) COMP
 OO1520  MODELED GRAVITY -    980,417.1   (mgal)                       NAVD 88
 OO1520
 OO1520  VERT ORDER      -  SECOND    CLASS II
 OO1520
 OO1520.The horizontal coordinates were scaled from a topographic map and have
 OO1520.an estimated accuracy of +/- 6 seconds.
 OO1520.
 OO1520.The orthometric height was determined by differential leveling and
 OO1520.adjusted in June 1991.
 OO1520
 OO1520.Photographs are available for this station.
 OO1520
 OO1520.The dynamic height is computed by dividing the NAVD 88
 OO1520.geopotential number by the normal gravity value computed on the
 OO1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1520.degrees latitude (g = 980.6199 gals.).
 OO1520
 OO1520.The modeled gravity was interpolated from observed gravity values.
 OO1520
 OO1520;                    North         East    Units  Estimated Accuracy
 OO1520;SPC MN S     -   192,810.      957,240.      MT  (+/- 180 meters Scaled)
 OO1520
 OO1520                          SUPERSEDED SURVEY CONTROL
 OO1520
 OO1520.No superseded survey control is available for this station.
 OO1520
 OO1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ767521(NAD 83)
 OO1520
 OO1520_MARKER: DB = BENCH MARK DISK
 OO1520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1520_SP_SET: COPPER-CLAD STEEL ROD
 OO1520_STAMPING: 2305 AA 1979
 OO1520_MARK LOGO: MNDT  
 OO1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1520
 OO1520  HISTORY     - Date     Condition        Report By
 OO1520  HISTORY     - 1979     MONUMENTED       MNDT
 OO1520
 OO1520                          STATION DESCRIPTION
 OO1520
 OO1520'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1520'7.4 MI ESE FROM CHATFIELD.
 OO1520'THE MARK IS LOCATED 4.8 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 OO1520'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 OO1520'CHATFIELD OR 0.3 MILE EAST OF THE BUCKSNORT DAM AND ROADSIDE PARK AND
 OO1520'IS NEAR TRUNK HIGHWAY 30 MILE POINT 249.35 IN THE SW 1/4 OF SECTION
 OO1520'9, T104N, R10W.  THE MARK IS 48.5 FEET NORTH OF AND 3 FEET HIGHER
 OO1520'THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 23.2 FEET NORTH-NORTHWEST OF
 OO1520'THE WEST GATE POST AT THE FIELD ENTRANCE NORTH, 1.2 FEET SOUTH OF A
 OO1520'POWER POLE AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 OO1520'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 AA 1979---,
 OO1520'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 17 FOOT LONG
 OO1520'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1521 ***********************************************************************
 OO1521  DESIGNATION -  2305 AB
 OO1521  PID         -  OO1521
 OO1521  STATE/COUNTY-  MN/FILLMORE
 OO1521  COUNTRY     -  US
 OO1521  USGS QUAD   -  PILOT MOUND (1974)
 OO1521
 OO1521                         *CURRENT SURVEY CONTROL
 OO1521  ______________________________________________________________________
 OO1521* NAD 83(1986) POSITION- 43 49 05.42   (N) 092 03 04.20   (W)   HD_HELD1  
 OO1521* NAVD 88 ORTHO HEIGHT -   280.784  (meters)     921.21  (feet) ADJUSTED  
 OO1521  ______________________________________________________________________
 OO1521  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 OO1521  DYNAMIC HEIGHT  -        280.729 (meters)      921.03  (feet) COMP
 OO1521  MODELED GRAVITY -    980,416.9   (mgal)                       NAVD 88
 OO1521
 OO1521  VERT ORDER      -  SECOND    CLASS II
 OO1521
 OO1521.The horizontal coordinates were established by differentially corrected
 OO1521.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO1521.
 OO1521.The orthometric height was determined by differential leveling and
 OO1521.adjusted in June 1991.
 OO1521
 OO1521.Photographs are available for this station.
 OO1521
 OO1521.The dynamic height is computed by dividing the NAVD 88
 OO1521.geopotential number by the normal gravity value computed on the
 OO1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1521.degrees latitude (g = 980.6199 gals.).
 OO1521
 OO1521.The modeled gravity was interpolated from observed gravity values.
 OO1521
 OO1521;                    North         East    Units  Estimated Accuracy
 OO1521;SPC MN S     -   192,778.4     956,769.1     MT  (+/- 3 meters HH1 GPS) 
 OO1521
 OO1521                          SUPERSEDED SURVEY CONTROL
 OO1521
 OO1521.No superseded survey control is available for this station.
 OO1521
 OO1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7630352115(NAD 83)
 OO1521
 OO1521_MARKER: DB = BENCH MARK DISK
 OO1521_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OO1521_SP_SET: WINGWALL OF DAM
 OO1521_STAMPING: 2305 AB 1979
 OO1521_MARK LOGO: MNDT  
 OO1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1521
 OO1521  HISTORY     - Date     Condition        Report By
 OO1521  HISTORY     - 1979     MONUMENTED       MNDT
 OO1521
 OO1521                          STATION DESCRIPTION
 OO1521
 OO1521'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1521'7.1 MI ESE FROM CHATFIELD.
 OO1521'THE MARK IS LOCATED 4.55 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 OO1521'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 OO1521'CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 249.1 IN THE NE 1/4
 OO1521'OF SECTION 17, T104N, R10W AT THE BUCKSNORT DAM AND ROADSIDE PARK.
 OO1521'THE MARK IS 134 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OO1521'TRUNK HIGHWAY 30 IN THE WINGWALL OF THE DAM, 58.8 FEET EAST-NORTHEAST
 OO1521'OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE WATER PUMP AND
 OO1521'2.5 FEET WEST OF THE WEST SIDE OF THE SOUTH CONCRETE GEAR HOUSING FOR
 OO1521'THE DAM LIFT.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1521'STAMPED---2305 AB 1979---, IS SET IN A DRILL HOLE IN THE WINGWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1522 ***********************************************************************
 OO1522  DESIGNATION -  2305 AC
 OO1522  PID         -  OO1522
 OO1522  STATE/COUNTY-  MN/FILLMORE
 OO1522  COUNTRY     -  US
 OO1522  USGS QUAD   -  PILOT MOUND (1974)
 OO1522
 OO1522                         *CURRENT SURVEY CONTROL
 OO1522  ______________________________________________________________________
 OO1522* NAD 83(1986) POSITION- 43 49 05.9    (N) 092 03 39.9    (W)   HD_HELD2  
 OO1522* NAVD 88 ORTHO HEIGHT -   338.754  (meters)    1111.40  (feet) ADJUSTED  
 OO1522  ______________________________________________________________________
 OO1522  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 OO1522  DYNAMIC HEIGHT  -        338.689 (meters)     1111.18  (feet) COMP
 OO1522  MODELED GRAVITY -    980,416.9   (mgal)                       NAVD 88
 OO1522
 OO1522  VERT ORDER      -  SECOND    CLASS II
 OO1522
 OO1522.The horizontal coordinates were established by autonomous hand held GPS
 OO1522.observations and have an estimated accuracy of +/- 10 meters.
 OO1522.
 OO1522.The orthometric height was determined by differential leveling and
 OO1522.adjusted in June 1991.
 OO1522
 OO1522.Photographs are available for this station.
 OO1522
 OO1522.The dynamic height is computed by dividing the NAVD 88
 OO1522.geopotential number by the normal gravity value computed on the
 OO1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1522.degrees latitude (g = 980.6199 gals.).
 OO1522
 OO1522.The modeled gravity was interpolated from observed gravity values.
 OO1522
 OO1522;                    North         East    Units  Estimated Accuracy
 OO1522;SPC MN S     -   192,774.      955,971.      MT  (+/- 10 meters HH2 GPS)
 OO1522
 OO1522                          SUPERSEDED SURVEY CONTROL
 OO1522
 OO1522.No superseded survey control is available for this station.
 OO1522
 OO1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7550652121(NAD 83)
 OO1522
 OO1522_MARKER: DB = BENCH MARK DISK
 OO1522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1522_SP_SET: COPPER-CLAD STEEL ROD
 OO1522_STAMPING: 2305 AC 1979
 OO1522_MARK LOGO: MNDT  
 OO1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1522
 OO1522  HISTORY     - Date     Condition        Report By
 OO1522  HISTORY     - 1979     MONUMENTED       MNDT
 OO1522
 OO1522                          STATION DESCRIPTION
 OO1522
 OO1522'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1522'6.6 MI ESE FROM CHATFIELD.
 OO1522'THE MARK IS LOCATED 4 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 OO1522'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 OO1522'CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 248.55 IN THE NW
 OO1522'1/4 OF SECTION 8, T104N, R10W.  THE MARK IS 66 FEET NORTHEAST OF AND
 OO1522'8 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 57.8 FEET
 OO1522'EAST-SOUTHEAST OF THE EAST GATE POST AT A DRIVEWAY, 57 FEET SOUTHEAST
 OO1522'OF THE CENTER OF THE DRIVEWAY, 2.6 FEET SOUTH OF A POWER POLE WITH
 OO1522'GUY WIRES AND 0.8 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 OO1522'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 AC 1979---,
 OO1522'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25 FOOT LONG
 OO1522'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1523 ***********************************************************************
 OO1523  DESIGNATION -  2305 AD
 OO1523  PID         -  OO1523
 OO1523  STATE/COUNTY-  MN/FILLMORE
 OO1523  COUNTRY     -  US
 OO1523  USGS QUAD   -  PILOT MOUND (1974)
 OO1523
 OO1523                         *CURRENT SURVEY CONTROL
 OO1523  ______________________________________________________________________
 OO1523* NAD 83(1986) POSITION- 43 49 32.1    (N) 092 04 09.6    (W)   HD_HELD2  
 OO1523* NAVD 88 ORTHO HEIGHT -   336.801  (meters)    1104.99  (feet) ADJUSTED  
 OO1523  ______________________________________________________________________
 OO1523  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 OO1523  DYNAMIC HEIGHT  -        336.736 (meters)     1104.77  (feet) COMP
 OO1523  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 OO1523
 OO1523  VERT ORDER      -  SECOND    CLASS II
 OO1523
 OO1523.The horizontal coordinates were established by autonomous hand held GPS
 OO1523.observations and have an estimated accuracy of +/- 10 meters.
 OO1523.
 OO1523.The orthometric height was determined by differential leveling and
 OO1523.adjusted in June 1991.
 OO1523
 OO1523.Photographs are available for this station.
 OO1523
 OO1523.The dynamic height is computed by dividing the NAVD 88
 OO1523.geopotential number by the normal gravity value computed on the
 OO1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1523.degrees latitude (g = 980.6199 gals.).
 OO1523
 OO1523.The modeled gravity was interpolated from observed gravity values.
 OO1523
 OO1523;                    North         East    Units  Estimated Accuracy
 OO1523;SPC MN S     -   193,567.      955,289.      MT  (+/- 10 meters HH2 GPS)
 OO1523
 OO1523                          SUPERSEDED SURVEY CONTROL
 OO1523
 OO1523.No superseded survey control is available for this station.
 OO1523
 OO1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7483352921(NAD 83)
 OO1523
 OO1523_MARKER: DB = BENCH MARK DISK
 OO1523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1523_SP_SET: COPPER-CLAD STEEL ROD
 OO1523_STAMPING: 2305 AD 1979
 OO1523_MARK LOGO: MNDT  
 OO1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1523
 OO1523  HISTORY     - Date     Condition        Report By
 OO1523  HISTORY     - 1979     MONUMENTED       MNDT
 OO1523
 OO1523                          STATION DESCRIPTION
 OO1523
 OO1523'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1523'6.1 MI ESE FROM CHATFIELD.
 OO1523'THE MARK IS LOCATED 3.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 30 FROM
 OO1523'ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD
 OO1523'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 248.35 IN THE NW 1/4 OF
 OO1523'SECTION 8, T104N, R10W.  THE MARK IS 34.8 FEET NORTH OF A FENCE
 OO1523'CORNER OF A FENCE RUNNING TO THE EAST, 28.5 FEET EAST OF AND ABOUT
 OO1523'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 2.8 FEET
 OO1523'NORTH-NORTHWEST OF THE NORTH WOOD GATE POST FOR THE STEEL GATE AND
 OO1523'0.8 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1523'VERTICAL CONTROL MARK DISK STAMPED ---2305 AD 1979---, IS CRIMPED TO
 OO1523'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 19 FOOT LONG COPPER-CLAD
 OO1523'STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1524 ***********************************************************************
 OO1524  DESIGNATION -  2305 AE
 OO1524  PID         -  OO1524
 OO1524  STATE/COUNTY-  MN/FILLMORE
 OO1524  COUNTRY     -  US
 OO1524  USGS QUAD   -  PILOT MOUND (1974)
 OO1524
 OO1524                         *CURRENT SURVEY CONTROL
 OO1524  ______________________________________________________________________
 OO1524* NAD 83(1986) POSITION- 43 50 09.1    (N) 092 04 10.0    (W)   HD_HELD2  
 OO1524* NAVD 88 ORTHO HEIGHT -   336.606  (meters)    1104.35  (feet) ADJUSTED  
 OO1524  ______________________________________________________________________
 OO1524  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 OO1524  DYNAMIC HEIGHT  -        336.543 (meters)     1104.14  (feet) COMP
 OO1524  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 OO1524
 OO1524  VERT ORDER      -  SECOND    CLASS II
 OO1524
 OO1524.The horizontal coordinates were established by autonomous hand held GPS
 OO1524.observations and have an estimated accuracy of +/- 10 meters.
 OO1524.
 OO1524.The orthometric height was determined by differential leveling and
 OO1524.adjusted in June 1991.
 OO1524
 OO1524.Photographs are available for this station.
 OO1524
 OO1524.The dynamic height is computed by dividing the NAVD 88
 OO1524.geopotential number by the normal gravity value computed on the
 OO1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1524.degrees latitude (g = 980.6199 gals.).
 OO1524
 OO1524.The modeled gravity was interpolated from observed gravity values.
 OO1524
 OO1524;                    North         East    Units  Estimated Accuracy
 OO1524;SPC MN S     -   194,708.      955,253.      MT  (+/- 10 meters HH2 GPS)
 OO1524
 OO1524                          SUPERSEDED SURVEY CONTROL
 OO1524
 OO1524.No superseded survey control is available for this station.
 OO1524
 OO1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7481154063(NAD 83)
 OO1524
 OO1524_MARKER: DB = BENCH MARK DISK
 OO1524_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1524_SP_SET: COPPER-CLAD STEEL ROD
 OO1524_STAMPING: 2305 AE 1979
 OO1524_MARK LOGO: MNDT  
 OO1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1524
 OO1524  HISTORY     - Date     Condition        Report By
 OO1524  HISTORY     - 1979     MONUMENTED       MNDT
 OO1524
 OO1524                          STATION DESCRIPTION
 OO1524
 OO1524'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1524'6 MI EAST FROM CHATFIELD.
 OO1524'THE MARK IS LOCATED 2.45 MILES SOUTHEAST ALONG TRUNK HIGHWAY 30 FROM
 OO1524'ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD
 OO1524'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 246.95 IN THE SE 1/4 OF
 OO1524'SECTION 6, T104N, R10W.  THE MARK IS 181.5 FEET NORTHEAST OF AND
 OO1524'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 31.3 FEET WEST
 OO1524'OF THE CENTERLINE OF A BLACKTOP ROAD, 1.4 FEET SOUTHWEST OF A POWER
 OO1524'POLE WITH A GUY WIRE AND 0.6 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 OO1524'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305
 OO1524'AE 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 18
 OO1524'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1524'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1525 ***********************************************************************
 OO1525  DESIGNATION -  2305 AE 1
 OO1525  PID         -  OO1525
 OO1525  STATE/COUNTY-  MN/FILLMORE
 OO1525  COUNTRY     -  US
 OO1525  USGS QUAD   -  PILOT MOUND (1974)
 OO1525
 OO1525                         *CURRENT SURVEY CONTROL
 OO1525  ______________________________________________________________________
 OO1525* NAD 83(1986) POSITION- 43 50 20.     (N) 092 04 07.     (W)   SCALED    
 OO1525* NAVD 88 ORTHO HEIGHT -   329.439  (meters)    1080.83  (feet) ADJUSTED  
 OO1525  ______________________________________________________________________
 OO1525  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 OO1525  DYNAMIC HEIGHT  -        329.376 (meters)     1080.63  (feet) COMP
 OO1525  MODELED GRAVITY -    980,419.9   (mgal)                       NAVD 88
 OO1525
 OO1525  VERT ORDER      -  SECOND    CLASS II
 OO1525
 OO1525.The horizontal coordinates were scaled from a topographic map and have
 OO1525.an estimated accuracy of +/- 6 seconds.
 OO1525.
 OO1525.The orthometric height was determined by differential leveling and
 OO1525.adjusted in June 1991.
 OO1525
 OO1525.The dynamic height is computed by dividing the NAVD 88
 OO1525.geopotential number by the normal gravity value computed on the
 OO1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1525.degrees latitude (g = 980.6199 gals.).
 OO1525
 OO1525.The modeled gravity was interpolated from observed gravity values.
 OO1525
 OO1525;                    North         East    Units  Estimated Accuracy
 OO1525;SPC MN S     -   195,050.      955,310.      MT  (+/- 180 meters Scaled)
 OO1525
 OO1525                          SUPERSEDED SURVEY CONTROL
 OO1525
 OO1525.No superseded survey control is available for this station.
 OO1525
 OO1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ748544(NAD 83)
 OO1525
 OO1525_MARKER: DB = BENCH MARK DISK
 OO1525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1525_SP_SET: HEADWALL OF BOX CULVERT
 OO1525_STAMPING: 2305 AE 1 1979
 OO1525_MARK LOGO: MNDT  
 OO1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1525+STABILITY: SURFACE MOTION
 OO1525
 OO1525  HISTORY     - Date     Condition        Report By
 OO1525  HISTORY     - 1979     MONUMENTED       MNDT
 OO1525
 OO1525                          STATION DESCRIPTION
 OO1525
 OO1525'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1525'6 MI EAST FROM CHATFIELD.
 OO1525'THE MARK IS LOCATED 2.45 MILES SOUTHEAST ALONG TRUNK HIGHWAY 30 FROM
 OO1525'ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD,
 OO1525'THENCE 0.25 MILE NORTH ALONG A TOWNSHIP ROAD, AND IS IN THE SW 1/4 OF
 OO1525'SECTION 5, T104N, R10W.  THE MARK IS 24.6 FEET EAST OF AND 8 FEET
 OO1525'LOWER THAN THE CENTER OF THE TOWNSHIP ROAD AND IN THE HEADWALL IN THE
 OO1525'SOUTHEAST CORNER OF A 8 FOOT SQUARE BOX CULVERT UNDER THE ROAD.  THE
 OO1525'MARK A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---2305 AE 1
 OO1525'1979---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1526 ***********************************************************************
 OO1526  DESIGNATION -  2305 AF
 OO1526  PID         -  OO1526
 OO1526  STATE/COUNTY-  MN/FILLMORE
 OO1526  COUNTRY     -  US
 OO1526  USGS QUAD   -  PILOT MOUND (1974)
 OO1526
 OO1526                         *CURRENT SURVEY CONTROL
 OO1526  ______________________________________________________________________
 OO1526* NAD 83(1986) POSITION- 43 50 24.9    (N) 092 04 48.9    (W)   HD_HELD2  
 OO1526* NAVD 88 ORTHO HEIGHT -   339.383  (meters)    1113.46  (feet) ADJUSTED  
 OO1526  ______________________________________________________________________
 OO1526  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 OO1526  DYNAMIC HEIGHT  -        339.319 (meters)     1113.25  (feet) COMP
 OO1526  MODELED GRAVITY -    980,420.8   (mgal)                       NAVD 88
 OO1526
 OO1526  VERT ORDER      -  SECOND    CLASS II
 OO1526
 OO1526.The horizontal coordinates were established by autonomous hand held GPS
 OO1526.observations and have an estimated accuracy of +/- 10 meters.
 OO1526.
 OO1526.The orthometric height was determined by differential leveling and
 OO1526.adjusted in June 1991.
 OO1526
 OO1526.Photographs are available for this station.
 OO1526
 OO1526.The dynamic height is computed by dividing the NAVD 88
 OO1526.geopotential number by the normal gravity value computed on the
 OO1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1526.degrees latitude (g = 980.6199 gals.).
 OO1526
 OO1526.The modeled gravity was interpolated from observed gravity values.
 OO1526
 OO1526;                    North         East    Units  Estimated Accuracy
 OO1526;SPC MN S     -   195,175.      954,372.      MT  (+/- 10 meters HH2 GPS)
 OO1526
 OO1526                          SUPERSEDED SURVEY CONTROL
 OO1526
 OO1526.No superseded survey control is available for this station.
 OO1526
 OO1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7393754541(NAD 83)
 OO1526
 OO1526_MARKER: DB = BENCH MARK DISK
 OO1526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1526_SP_SET: COPPER-CLAD STEEL ROD
 OO1526_STAMPING: 2305 AF 1979
 OO1526_MARK LOGO: MNDT  
 OO1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1526
 OO1526  HISTORY     - Date     Condition        Report By
 OO1526  HISTORY     - 1979     MONUMENTED       MNDT
 OO1526
 OO1526                          STATION DESCRIPTION
 OO1526
 OO1526'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1526'5.4 MI EAST FROM CHATFIELD.
 OO1526'THE MARK IS LOCATED 1.85 MILES SOUTHEAST ALONG TRUNK HIGHWAY 30 FROM
 OO1526'ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD
 OO1526'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 246.3 IN THE NW 1/4 OF
 OO1526'SECTION 6, T104N, R10W.  THE MARK IS 94.2 WEST OF A POWER POLE WITH A
 OO1526'GUY WIRE, 74.3 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OO1526'TRUNK HIGHWAY 30, 23 FEET WEST OF THE CENTER OF THE FIELD ENTRANCE,
 OO1526'10.7 FEET NORTH OF A BURIED CABLE MARKER POST, 1 FOOT SOUTHEAST OF A
 OO1526'WOOD CORNER FENCE POST AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.
 OO1526'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---2305
 OO1526'AF 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 15
 OO1526'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1526'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1527 ***********************************************************************
 OO1527  DESIGNATION -  2305 AG
 OO1527  PID         -  OO1527
 OO1527  STATE/COUNTY-  MN/FILLMORE
 OO1527  COUNTRY     -  US
 OO1527  USGS QUAD   -  PILOT MOUND (1974)
 OO1527
 OO1527                         *CURRENT SURVEY CONTROL
 OO1527  ______________________________________________________________________
 OO1527* NAD 83(1986) POSITION- 43 50 33.     (N) 092 05 27.     (W)   SCALED    
 OO1527* NAVD 88 ORTHO HEIGHT -   330.798  (meters)    1085.29  (feet) ADJUSTED  
 OO1527  ______________________________________________________________________
 OO1527  GEOID HEIGHT    -        -30.00  (meters)                     GEOID09
 OO1527  DYNAMIC HEIGHT  -        330.736 (meters)     1085.09  (feet) COMP
 OO1527  MODELED GRAVITY -    980,421.8   (mgal)                       NAVD 88
 OO1527
 OO1527  VERT ORDER      -  SECOND    CLASS II
 OO1527
 OO1527.The horizontal coordinates were scaled from a topographic map and have
 OO1527.an estimated accuracy of +/- 6 seconds.
 OO1527.
 OO1527.The orthometric height was determined by differential leveling and
 OO1527.adjusted in June 1991.
 OO1527
 OO1527.Photographs are available for this station.
 OO1527
 OO1527.The dynamic height is computed by dividing the NAVD 88
 OO1527.geopotential number by the normal gravity value computed on the
 OO1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1527.degrees latitude (g = 980.6199 gals.).
 OO1527
 OO1527.The modeled gravity was interpolated from observed gravity values.
 OO1527
 OO1527;                    North         East    Units  Estimated Accuracy
 OO1527;SPC MN S     -   195,410.      953,520.      MT  (+/- 180 meters Scaled)
 OO1527
 OO1527                          SUPERSEDED SURVEY CONTROL
 OO1527
 OO1527.No superseded survey control is available for this station.
 OO1527
 OO1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ730547(NAD 83)
 OO1527
 OO1527_MARKER: DB = BENCH MARK DISK
 OO1527_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1527_SP_SET: COPPER-CLAD STEEL ROD
 OO1527_STAMPING: 2305 AG 1979
 OO1527_MARK LOGO: MNDT  
 OO1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1527
 OO1527  HISTORY     - Date     Condition        Report By
 OO1527  HISTORY     - 1979     MONUMENTED       MNDT
 OO1527
 OO1527                          STATION DESCRIPTION
 OO1527
 OO1527'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1527'4.85 MI EAST FROM CHATFIELD.
 OO1527'THE MARK IS LOCATED 1.35 MILES SOUTHEAST ALONG TRUNK HIGHWAY 30 FROM
 OO1527'ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD
 OO1527'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 245.8 IN THE NE 1/4 OF
 OO1527'SECTION 1, T104N, R11W.  THE MARK IS 112.3 FEET WEST OF POWER POLE
 OO1527'NUMBER 2800 WITH GUY WIRES, 134 FEET WEST-SOUTHWEST OF THE SOUTH END
 OO1527'OF A 60 INCH CONCRETE ARCH CATTLE PASS, 72.5 FEET SOUTH OF AND 2 FEET
 OO1527'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 69.8 FEET WEST OF A
 OO1527'STEEL RIGHT-OF-WAY SIGN POST, 12 FEET WEST OF THE CENTER OF A FIELD
 OO1527'ENTRANCE, 3.7 FEET NORTHWEST OF THE WEST GATE POST AT THE FIELD
 OO1527'ENTRANCE AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 OO1527'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 AG 1979---,
 OO1527'IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 9 FOOT LONG
 OO1527'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE
 OO1527'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1528 ***********************************************************************
 OO1528  DESIGNATION -  2305 AH
 OO1528  PID         -  OO1528
 OO1528  STATE/COUNTY-  MN/FILLMORE
 OO1528  COUNTRY     -  US
 OO1528  USGS QUAD   -  PILOT MOUND (1974)
 OO1528
 OO1528                         *CURRENT SURVEY CONTROL
 OO1528  ______________________________________________________________________
 OO1528* NAD 83(1986) POSITION- 43 50 44.5    (N) 092 06 11.6    (W)   HD_HELD2  
 OO1528* NAVD 88 ORTHO HEIGHT -   337.344  (meters)    1106.77  (feet) ADJUSTED  
 OO1528  ______________________________________________________________________
 OO1528  GEOID HEIGHT    -        -29.98  (meters)                     GEOID09
 OO1528  DYNAMIC HEIGHT  -        337.282 (meters)     1106.57  (feet) COMP
 OO1528  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 OO1528
 OO1528  VERT ORDER      -  SECOND    CLASS II
 OO1528
 OO1528.The horizontal coordinates were established by autonomous hand held GPS
 OO1528.observations and have an estimated accuracy of +/- 10 meters.
 OO1528.
 OO1528.The orthometric height was determined by differential leveling and
 OO1528.adjusted in June 1991.
 OO1528
 OO1528.Photographs are available for this station.
 OO1528
 OO1528.The dynamic height is computed by dividing the NAVD 88
 OO1528.geopotential number by the normal gravity value computed on the
 OO1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1528.degrees latitude (g = 980.6199 gals.).
 OO1528
 OO1528.The modeled gravity was interpolated from observed gravity values.
 OO1528
 OO1528;                    North         East    Units  Estimated Accuracy
 OO1528;SPC MN S     -   195,737.      952,511.      MT  (+/- 10 meters HH2 GPS)
 OO1528
 OO1528                          SUPERSEDED SURVEY CONTROL
 OO1528
 OO1528.No superseded survey control is available for this station.
 OO1528
 OO1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7208455125(NAD 83)
 OO1528
 OO1528_MARKER: DB = BENCH MARK DISK
 OO1528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1528_SP_SET: COPPER-CLAD STEEL ROD
 OO1528_STAMPING: 2305 AH 1979
 OO1528_MARK LOGO: MNDT  
 OO1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1528
 OO1528  HISTORY     - Date     Condition        Report By
 OO1528  HISTORY     - 1979     MONUMENTED       MNDT
 OO1528
 OO1528                          STATION DESCRIPTION
 OO1528
 OO1528'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1528'4.25 MI EAST FROM CHATFIELD.
 OO1528'THE MARK IS LOCATED 0.65 MILE SOUTHEAST ALONG TRUNK HIGHWAY 30 FROM
 OO1528'ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD
 OO1528'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 245.1 IN THE NW 1/4 OF
 OO1528'SECTION 1, T104N, R11W.  THE MARK IS 66.4 FEET SOUTHWEST OF AND ABOUT
 OO1528'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 1.7 FEET NORTH OF A
 OO1528'WOOD GATE POST ON THE WEST SIDE OF A FIELD ENTRANCE AND 1 FOOT
 OO1528'NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1528'VERTICAL CONTROL MARK DISK STAMPED---2305 AH 1979---, IS CRIMPED TO
 OO1528'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 22 FOOT LONG COPPER-CLAD
 OO1528'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1230 ***********************************************************************
 ON1230  DESIGNATION -  2305 B
 ON1230  PID         -  ON1230
 ON1230  STATE/COUNTY-  MN/FILLMORE
 ON1230  COUNTRY     -  US
 ON1230  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1230
 ON1230                         *CURRENT SURVEY CONTROL
 ON1230  ______________________________________________________________________
 ON1230* NAD 83(1986) POSITION- 43 48 27.5    (N) 091 45 54.2    (W)   HD_HELD2  
 ON1230* NAVD 88 ORTHO HEIGHT -   238.381  (meters)     782.09  (feet) ADJUSTED  
 ON1230  ______________________________________________________________________
 ON1230  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 ON1230  DYNAMIC HEIGHT  -        238.342 (meters)      781.96  (feet) COMP
 ON1230  MODELED GRAVITY -    980,448.1   (mgal)                       NAVD 88
 ON1230
 ON1230  VERT ORDER      -  SECOND    CLASS II
 ON1230
 ON1230.The horizontal coordinates were established by autonomous hand held GPS
 ON1230.observations and have an estimated accuracy of +/- 10 meters.
 ON1230.
 ON1230.The orthometric height was determined by differential leveling and
 ON1230.adjusted in June 1991.
 ON1230
 ON1230.Photographs are available for this station.
 ON1230
 ON1230.The dynamic height is computed by dividing the NAVD 88
 ON1230.geopotential number by the normal gravity value computed on the
 ON1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1230.degrees latitude (g = 980.6199 gals.).
 ON1230
 ON1230.The modeled gravity was interpolated from observed gravity values.
 ON1230
 ON1230;                    North         East    Units  Estimated Accuracy
 ON1230;SPC MN S     -   192,197.      979,811.      MT  (+/- 10 meters HH2 GPS)
 ON1230
 ON1230                          SUPERSEDED SURVEY CONTROL
 ON1230
 ON1230.No superseded survey control is available for this station.
 ON1230
 ON1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9933051249(NAD 83)
 ON1230
 ON1230_MARKER: DV = VERTICAL CONTROL DISK
 ON1230_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1230_SP_SET: COPPER-CLAD STEEL ROD
 ON1230_STAMPING: 2305 B 1979
 ON1230_MARK LOGO: MNHD  
 ON1230_PROJECTION: FLUSH
 ON1230_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1230+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2010
 ON1230
 ON1230  HISTORY     - Date     Condition        Report By
 ON1230  HISTORY     - 1979     MONUMENTED       MNDT
 ON1230  HISTORY     - 20060719 GOOD             MNDT
 ON1230  HISTORY     - 20101014 GOOD             WOOLPT
 ON1230
 ON1230                          STATION DESCRIPTION
 ON1230
 ON1230'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1230'IN RUSHFORD.
 ON1230'THE MARK IS LOCATED 0.6 MILE WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1230'JUNCTION WITH TRUNK HIGHWAY 43 AT RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1230'30 MILE POINT 264.9 IN THE SE 1/4 OF SECTION 14, T104N, R8W.  THE
 ON1230'MARK IS 92.9 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 ON1230'BUILDING, 42.5 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE
 ON1230'CENTERLINE OF TRUNK HIGHWAY 30, 23 FEET EAST OF CENTER OF THE
 ON1230'ENTRANCE TO A QUARRY, 21.5 FEET NORTHEAST OF THE EAST END OF A 15
 ON1230'INCH METAL CULVERT UNDER THE QUARRY ENTRANCE, 16 FEET WEST OF TWIN 30
 ON1230'INCH COTTONWOOD TREES AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1230'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2305 B
 ON1230'1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 15 FOOT
 ON1230'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE
 ON1230'GROUND LEVEL.
 ON1230
 ON1230                          STATION RECOVERY (2006)
 ON1230
 ON1230'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1230'IN RUSHFORD, 0.6 MI (1.0 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 30
 ON1230'AND TRUNK HIGHWAY 43, AT TRUNK HIGHWAY 30 MILE POINT 264.9, 42.5 FT
 ON1230'(13.0 M) NORTH OF TRUNK HIGHWAY 30, 92.9 FT (28.3 M) NORTH OF THE
 ON1230'NORTHEAST CORNER OF BUILDING, 23 FT (7.0 M) EAST OF QUARRY ENTRANCE,
 ON1230'21.5 FT (6.6 M) NORTHEAST OF EAST END OF METAL CULVERT, 16 FT (4.9 M)
 ON1230'WEST OF TWIN 30 INCHES (76 CM) COTTONWOOD TREES, 1.0 FT (0.3 M) SOUTH
 ON1230'OF A WITNESS POST.
 ON1230
 ON1230                          STATION RECOVERY (2010)
 ON1230
 ON1230'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1231 ***********************************************************************
 ON1231  DESIGNATION -  2305 C
 ON1231  PID         -  ON1231
 ON1231  STATE/COUNTY-  MN/FILLMORE
 ON1231  COUNTRY     -  US
 ON1231  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1231
 ON1231                         *CURRENT SURVEY CONTROL
 ON1231  ______________________________________________________________________
 ON1231* NAD 83(1986) POSITION- 43 48 31.3    (N) 091 46 39.6    (W)   HD_HELD2  
 ON1231* NAVD 88 ORTHO HEIGHT -   240.503  (meters)     789.05  (feet) ADJUSTED  
 ON1231  ______________________________________________________________________
 ON1231  GEOID HEIGHT    -        -30.27  (meters)                     GEOID09
 ON1231  DYNAMIC HEIGHT  -        240.462 (meters)      788.92  (feet) COMP
 ON1231  MODELED GRAVITY -    980,445.8   (mgal)                       NAVD 88
 ON1231
 ON1231  VERT ORDER      -  SECOND    CLASS II
 ON1231
 ON1231.The horizontal coordinates were established by autonomous hand held GPS
 ON1231.observations and have an estimated accuracy of +/- 10 meters.
 ON1231.
 ON1231.The orthometric height was determined by differential leveling and
 ON1231.adjusted in June 1991.
 ON1231
 ON1231.Photographs are available for this station.
 ON1231
 ON1231.The dynamic height is computed by dividing the NAVD 88
 ON1231.geopotential number by the normal gravity value computed on the
 ON1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1231.degrees latitude (g = 980.6199 gals.).
 ON1231
 ON1231.The modeled gravity was interpolated from observed gravity values.
 ON1231
 ON1231;                    North         East    Units  Estimated Accuracy
 ON1231;SPC MN S     -   192,287.      978,794.      MT  (+/- 10 meters HH2 GPS)
 ON1231
 ON1231                          SUPERSEDED SURVEY CONTROL
 ON1231
 ON1231.No superseded survey control is available for this station.
 ON1231
 ON1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9831451351(NAD 83)
 ON1231
 ON1231_MARKER: DB = BENCH MARK DISK
 ON1231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1231_SP_SET: COPPER-CLAD STEEL ROD
 ON1231_STAMPING: 2305 C 1979
 ON1231_MARK LOGO: MNDT  
 ON1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1231
 ON1231  HISTORY     - Date     Condition        Report By
 ON1231  HISTORY     - 1979     MONUMENTED       MNDT
 ON1231
 ON1231                          STATION DESCRIPTION
 ON1231
 ON1231'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1231'1.2 MI WEST FROM RUSHFORD.
 ON1231'THE MARK IS LOCATED 1.2 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1231'JUNCTION WITH TRUNK HIGHWAY 43 AT RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1231'30 MILE POINT 264.2 IN THE SE 1/4 OF SECTION 15, T104N, R8W.  THE
 ON1231'MARK IS AT THE NORTHEAST END OF THE RUSHFORD LUTHERAN CEMETERY, 89.8
 ON1231'FEET EAST OF THE FLAG POLE AT THE CEMETERY, 39.5 FEET SOUTH OF AND 2
 ON1231'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 21.6 FEET EAST
 ON1231'OF THE WEST CONCRETE GATE POST AT THE CEMETERY ENTRANCE, 20 FEET EAST
 ON1231'OF THE EAST END OF THE CONCRETE CURB AT THE NORTH EDGE OF THE
 ON1231'CEMETERY AND 0.8 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 ON1231'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 C 1979---, IS
 ON1231'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 38 FOOT LONG
 ON1231'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1232 ***********************************************************************
 ON1232  DESIGNATION -  2305 D
 ON1232  PID         -  ON1232
 ON1232  STATE/COUNTY-  MN/FILLMORE
 ON1232  COUNTRY     -  US
 ON1232  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1232
 ON1232                         *CURRENT SURVEY CONTROL
 ON1232  ______________________________________________________________________
 ON1232* NAD 83(1986) POSITION- 43 48 25.     (N) 091 47 27.     (W)   SCALED    
 ON1232* NAVD 88 ORTHO HEIGHT -   225.670  (meters)     740.39  (feet) ADJUSTED  
 ON1232  ______________________________________________________________________
 ON1232  GEOID HEIGHT    -        -30.25  (meters)                     GEOID09
 ON1232  DYNAMIC HEIGHT  -        225.631 (meters)      740.26  (feet) COMP
 ON1232  MODELED GRAVITY -    980,444.5   (mgal)                       NAVD 88
 ON1232
 ON1232  VERT ORDER      -  SECOND    CLASS II
 ON1232
 ON1232.The horizontal coordinates were scaled from a topographic map and have
 ON1232.an estimated accuracy of +/- 6 seconds.
 ON1232.
 ON1232.The orthometric height was determined by differential leveling and
 ON1232.adjusted in June 1991.
 ON1232
 ON1232.Photographs are available for this station.
 ON1232
 ON1232.The dynamic height is computed by dividing the NAVD 88
 ON1232.geopotential number by the normal gravity value computed on the
 ON1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1232.degrees latitude (g = 980.6199 gals.).
 ON1232
 ON1232.The modeled gravity was interpolated from observed gravity values.
 ON1232
 ON1232;                    North         East    Units  Estimated Accuracy
 ON1232;SPC MN S     -   192,060.      977,740.      MT  (+/- 180 meters Scaled)
 ON1232
 ON1232                          SUPERSEDED SURVEY CONTROL
 ON1232
 ON1232.No superseded survey control is available for this station.
 ON1232
 ON1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ972511(NAD 83)
 ON1232
 ON1232_MARKER: DB = BENCH MARK DISK
 ON1232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1232_SP_SET: COPPER-CLAD STEEL ROD
 ON1232_STAMPING: 2305 D 1979
 ON1232_MARK LOGO: MNDT  
 ON1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1232
 ON1232  HISTORY     - Date     Condition        Report By
 ON1232  HISTORY     - 1979     MONUMENTED       MNDT
 ON1232
 ON1232                          STATION DESCRIPTION
 ON1232
 ON1232'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1232'1.85 MI WEST FROM RUSHFORD.
 ON1232'THE MARK IS LOCATED 1.9 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1232'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1232'30 MILE POINT 263.55 IN THE SE 1/4 OF SECTION 16, T104N, R8W.  THE
 ON1232'MARK IS 157.2 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 ON1232'RUSHFORD MAINTENANCE DEPARTMENT METAL STORAGE SHED, 65.2 FEET
 ON1232'SOUTHEAST OF POWER POLE NUMBER 7-1, 29.5 FEET SOUTH OF AND 4 FEET
 ON1232'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 8.5 FEET SOUTH OF THE
 ON1232'SOUTH END OF AN 18 INCH METAL CULVERT UNDER THE HIGHWAY, 4.8 FEET
 ON1232'WEST OF WOOD CORNER FENCE POST AND 0.8 FOOT NORTH OF A STEEL WITNESS
 ON1232'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED
 ON1232'---2305 D 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 ON1232'DIAMETER BY 64 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 ON1232'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1233 ***********************************************************************
 ON1233  DESIGNATION -  2305 E
 ON1233  PID         -  ON1233
 ON1233  STATE/COUNTY-  MN/FILLMORE
 ON1233  COUNTRY     -  US
 ON1233  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1233
 ON1233                         *CURRENT SURVEY CONTROL
 ON1233  ______________________________________________________________________
 ON1233* NAD 83(1986) POSITION- 43 48 25.     (N) 091 48 10.     (W)   SCALED    
 ON1233* NAVD 88 ORTHO HEIGHT -   232.582  (meters)     763.06  (feet) ADJUSTED  
 ON1233  ______________________________________________________________________
 ON1233  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 ON1233  DYNAMIC HEIGHT  -        232.542 (meters)      762.93  (feet) COMP
 ON1233  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 ON1233
 ON1233  VERT ORDER      -  SECOND    CLASS II
 ON1233
 ON1233.The horizontal coordinates were scaled from a topographic map and have
 ON1233.an estimated accuracy of +/- 6 seconds.
 ON1233.
 ON1233.The orthometric height was determined by differential leveling and
 ON1233.adjusted in June 1991.
 ON1233
 ON1233.The dynamic height is computed by dividing the NAVD 88
 ON1233.geopotential number by the normal gravity value computed on the
 ON1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1233.degrees latitude (g = 980.6199 gals.).
 ON1233
 ON1233.The modeled gravity was interpolated from observed gravity values.
 ON1233
 ON1233;                    North         East    Units  Estimated Accuracy
 ON1233;SPC MN S     -   192,040.      976,780.      MT  (+/- 180 meters Scaled)
 ON1233
 ON1233                          SUPERSEDED SURVEY CONTROL
 ON1233
 ON1233.No superseded survey control is available for this station.
 ON1233
 ON1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ962511(NAD 83)
 ON1233
 ON1233_MARKER: DB = BENCH MARK DISK
 ON1233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1233_SP_SET: HEADWALL OF BOX CULVERT
 ON1233_STAMPING: 2305 E 1979
 ON1233_MARK LOGO: MNDT  
 ON1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1233+STABILITY: SURFACE MOTION
 ON1233
 ON1233  HISTORY     - Date     Condition        Report By
 ON1233  HISTORY     - 1979     MONUMENTED       MNDT
 ON1233
 ON1233                          STATION DESCRIPTION
 ON1233
 ON1233'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1233'2.5 MI WEST FROM RUSHFORD.
 ON1233'THE MARK IS LOCATED 2.6 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1233'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1233'30 MILE POINT 262.95 IN THE SW 1/4 OF SECTION 16, T104N, R8W.  THE
 ON1233'MARK IS 22.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 ON1233'TRUNK HIGHWAY 30 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 15 FOOT
 ON1233'WIDE BY 8 FOOT DEEP BOX CULVERT AT A DRAINAGE DITCH.  THE MARK, A
 ON1233'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 E 1979---, IS
 ON1233'SET IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1234 ***********************************************************************
 ON1234  DESIGNATION -  2305 F
 ON1234  PID         -  ON1234
 ON1234  STATE/COUNTY-  MN/FILLMORE
 ON1234  COUNTRY     -  US
 ON1234  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1234
 ON1234                         *CURRENT SURVEY CONTROL
 ON1234  ______________________________________________________________________
 ON1234* NAD 83(1986) POSITION- 43 48 22.5    (N) 091 48 20.4    (W)   HD_HELD2  
 ON1234* NAVD 88 ORTHO HEIGHT -   237.900  (meters)     780.51  (feet) ADJUSTED  
 ON1234  ______________________________________________________________________
 ON1234  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 ON1234  DYNAMIC HEIGHT  -        237.859 (meters)      780.38  (feet) COMP
 ON1234  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 ON1234
 ON1234  VERT ORDER      -  SECOND    CLASS II
 ON1234
 ON1234.The horizontal coordinates were established by autonomous hand held GPS
 ON1234.observations and have an estimated accuracy of +/- 10 meters.
 ON1234.
 ON1234.The orthometric height was determined by differential leveling and
 ON1234.adjusted in June 1991.
 ON1234
 ON1234.Photographs are available for this station.
 ON1234
 ON1234.The dynamic height is computed by dividing the NAVD 88
 ON1234.geopotential number by the normal gravity value computed on the
 ON1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1234.degrees latitude (g = 980.6199 gals.).
 ON1234
 ON1234.The modeled gravity was interpolated from observed gravity values.
 ON1234
 ON1234;                    North         East    Units  Estimated Accuracy
 ON1234;SPC MN S     -   191,955.      976,549.      MT  (+/- 10 meters HH2 GPS)
 ON1234
 ON1234                          SUPERSEDED SURVEY CONTROL
 ON1234
 ON1234.No superseded survey control is available for this station.
 ON1234
 ON1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9606551046(NAD 83)
 ON1234
 ON1234_MARKER: DB = BENCH MARK DISK
 ON1234_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1234_SP_SET: HEADWALL OF BOX CULVERT
 ON1234_STAMPING: 2305 F 1979
 ON1234_MARK LOGO: MNDT  
 ON1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1234+STABILITY: SURFACE MOTION
 ON1234
 ON1234  HISTORY     - Date     Condition        Report By
 ON1234  HISTORY     - 1979     MONUMENTED       MNDT
 ON1234
 ON1234                          STATION DESCRIPTION
 ON1234
 ON1234'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1234'2.65 MI WEST FROM RUSHFORD.
 ON1234'THE MARK IS LOCATED 2.7 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1234'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1234'30 MILE POINT 262.8 IN THE SW 1/4 OF SECTION 16, T104N, R8W.  THE
 ON1234'MARK IS 24 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 ON1234'HIGHWAY 30 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 24 FOOT WIDE
 ON1234'BY 12 FOOT DEEP BOX CULVERT UNDER THE HIGHWAY AT A CREEK.  THE MARK,
 ON1234'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 F 1979---,
 ON1234'IS CEMENTED IN A DRILLHHOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1235 ***********************************************************************
 ON1235  DESIGNATION -  2305 G
 ON1235  PID         -  ON1235
 ON1235  STATE/COUNTY-  MN/FILLMORE
 ON1235  COUNTRY     -  US
 ON1235  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1235
 ON1235                         *CURRENT SURVEY CONTROL
 ON1235  ______________________________________________________________________
 ON1235* NAD 83(1986) POSITION- 43 48 35.2    (N) 091 48 49.0    (W)   HD_HELD2  
 ON1235* NAVD 88 ORTHO HEIGHT -   259.345  (meters)     850.87  (feet) ADJUSTED  
 ON1235  ______________________________________________________________________
 ON1235  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 ON1235  DYNAMIC HEIGHT  -        259.301 (meters)      850.72  (feet) COMP
 ON1235  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 ON1235
 ON1235  VERT ORDER      -  SECOND    CLASS II
 ON1235
 ON1235.The horizontal coordinates were established by autonomous hand held GPS
 ON1235.observations and have an estimated accuracy of +/- 10 meters.
 ON1235.
 ON1235.The orthometric height was determined by differential leveling and
 ON1235.adjusted in June 1991.
 ON1235
 ON1235.Photographs are available for this station.
 ON1235
 ON1235.The dynamic height is computed by dividing the NAVD 88
 ON1235.geopotential number by the normal gravity value computed on the
 ON1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1235.degrees latitude (g = 980.6199 gals.).
 ON1235
 ON1235.The modeled gravity was interpolated from observed gravity values.
 ON1235
 ON1235;                    North         East    Units  Estimated Accuracy
 ON1235;SPC MN S     -   192,329.      975,899.      MT  (+/- 10 meters HH2 GPS)
 ON1235
 ON1235                          SUPERSEDED SURVEY CONTROL
 ON1235
 ON1235.No superseded survey control is available for this station.
 ON1235
 ON1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9542151429(NAD 83)
 ON1235
 ON1235_MARKER: DB = BENCH MARK DISK
 ON1235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1235_SP_SET: COPPER-CLAD STEEL ROD
 ON1235_STAMPING: 2305 G 1979
 ON1235_MARK LOGO: MNDT  
 ON1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1235
 ON1235  HISTORY     - Date     Condition        Report By
 ON1235  HISTORY     - 1979     MONUMENTED       MNDT
 ON1235
 ON1235                          STATION DESCRIPTION
 ON1235
 ON1235'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1235'3 MI WEST FROM RUSHFORD.
 ON1235'THE MARK IS LOCATED 3.15 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1235'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1235'30 MILE POINT 262.35 IN THE SE 1/4 OF SECTION 17, T104N, R8W.  THE
 ON1235'MARK IS 36.4 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 ON1235'TRUNK HIGHWAY 30, 17 FEET WEST OF A 20 INCH OAK TREE, 9.1 FEET
 ON1235'SOUTHWEST OF AN 8 INCH CEDAR TREE AND 0.7 FOOT SOUTHWEST OF A STEEL
 ON1235'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 ON1235'STAMPED---2305 G 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 ON1235'DIAMETER BY 20 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 4 INCHES
 ON1235'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1236 ***********************************************************************
 ON1236  DESIGNATION -  2305 H
 ON1236  PID         -  ON1236
 ON1236  STATE/COUNTY-  MN/FILLMORE
 ON1236  COUNTRY     -  US
 ON1236  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1236
 ON1236                         *CURRENT SURVEY CONTROL
 ON1236  ______________________________________________________________________
 ON1236* NAD 83(1986) POSITION- 43 48 52.6    (N) 091 49 09.9    (W)   HD_HELD2  
 ON1236* NAVD 88 ORTHO HEIGHT -   262.807  (meters)     862.23  (feet) ADJUSTED  
 ON1236  ______________________________________________________________________
 ON1236  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 ON1236  DYNAMIC HEIGHT  -        262.762 (meters)      862.08  (feet) COMP
 ON1236  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 ON1236
 ON1236  VERT ORDER      -  SECOND    CLASS II
 ON1236
 ON1236.The horizontal coordinates were established by autonomous hand held GPS
 ON1236.observations and have an estimated accuracy of +/- 10 meters.
 ON1236.
 ON1236.The orthometric height was determined by differential leveling and
 ON1236.adjusted in June 1991.
 ON1236
 ON1236.Photographs are available for this station.
 ON1236
 ON1236.The dynamic height is computed by dividing the NAVD 88
 ON1236.geopotential number by the normal gravity value computed on the
 ON1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1236.degrees latitude (g = 980.6199 gals.).
 ON1236
 ON1236.The modeled gravity was interpolated from observed gravity values.
 ON1236
 ON1236;                    North         East    Units  Estimated Accuracy
 ON1236;SPC MN S     -   192,854.      975,418.      MT  (+/- 10 meters HH2 GPS)
 ON1236
 ON1236                          SUPERSEDED SURVEY CONTROL
 ON1236
 ON1236.No superseded survey control is available for this station.
 ON1236
 ON1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9494651959(NAD 83)
 ON1236
 ON1236_MARKER: DB = BENCH MARK DISK
 ON1236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1236_SP_SET: COPPER-CLAD STEEL ROD
 ON1236_STAMPING: 2305 H 1979
 ON1236_MARK LOGO: MNDT  
 ON1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1236
 ON1236  HISTORY     - Date     Condition        Report By
 ON1236  HISTORY     - 1979     MONUMENTED       MNDT
 ON1236
 ON1236                          STATION DESCRIPTION
 ON1236
 ON1236'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1236'3.4 MI WEST FROM RUSHFORD.
 ON1236'THE MARK IS LOCATED 3.55 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1236'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1236'30 MILE POINT 261.95 IN THE NE 1/4 OF SECTION 17, T104N, R8W.  THE
 ON1236'MARK IS 154 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 ON1236'FRAME HOUSE, 45 FEET NORTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF
 ON1236'TRUNK HIGHWAY 30, 10.5 FEET SOUTHEAST OF A POWER POLE, 85 FEET EAST
 ON1236'OF A 60 INCH TRIPLE ELM TREE, 2 FEET SOUTHWEST OF A WOOD CORNER FENCE
 ON1236'POST AND 0.9 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 ON1236'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 H 1979---, IS
 ON1236'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 22 FOOT LONG
 ON1236'COPPER-CLAD STEEL ROD THAT PROJECTS 1 INCH ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1237 ***********************************************************************
 ON1237  DESIGNATION -  2305 J
 ON1237  PID         -  ON1237
 ON1237  STATE/COUNTY-  MN/FILLMORE
 ON1237  COUNTRY     -  US
 ON1237  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1237
 ON1237                         *CURRENT SURVEY CONTROL
 ON1237  ______________________________________________________________________
 ON1237* NAD 83(1986) POSITION- 43 49 12.1    (N) 091 49 31.6    (W)   HD_HELD2  
 ON1237* NAVD 88 ORTHO HEIGHT -   290.523  (meters)     953.16  (feet) ADJUSTED  
 ON1237  ______________________________________________________________________
 ON1237  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 ON1237  DYNAMIC HEIGHT  -        290.473 (meters)      952.99  (feet) COMP
 ON1237  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 ON1237
 ON1237  VERT ORDER      -  SECOND    CLASS II
 ON1237
 ON1237.The horizontal coordinates were established by autonomous hand held GPS
 ON1237.observations and have an estimated accuracy of +/- 10 meters.
 ON1237.
 ON1237.The orthometric height was determined by differential leveling and
 ON1237.adjusted in June 1991.
 ON1237
 ON1237.Photographs are available for this station.
 ON1237
 ON1237.The dynamic height is computed by dividing the NAVD 88
 ON1237.geopotential number by the normal gravity value computed on the
 ON1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1237.degrees latitude (g = 980.6199 gals.).
 ON1237
 ON1237.The modeled gravity was interpolated from observed gravity values.
 ON1237
 ON1237;                    North         East    Units  Estimated Accuracy
 ON1237;SPC MN S     -   193,442.      974,917.      MT  (+/- 10 meters HH2 GPS)
 ON1237
 ON1237                          SUPERSEDED SURVEY CONTROL
 ON1237
 ON1237.No superseded survey control is available for this station.
 ON1237
 ON1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9445352554(NAD 83)
 ON1237
 ON1237_MARKER: DB = BENCH MARK DISK
 ON1237_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1237_SP_SET: HEADWALL OF BOX CULVERT
 ON1237_STAMPING: 2305 J 1979
 ON1237_MARK LOGO: MNDT  
 ON1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1237+STABILITY: SURFACE MOTION
 ON1237
 ON1237  HISTORY     - Date     Condition        Report By
 ON1237  HISTORY     - 1979     MONUMENTED       MNDT
 ON1237
 ON1237                          STATION DESCRIPTION
 ON1237
 ON1237'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1237'3.7 MI WEST FROM RUSHFORD.
 ON1237'THE MARK IS LOCATED 4.1 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1237'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1237'30 MILE POINT 261.25 IN THE SW 1/4 OF SECTION 8, T104N, R8W.  THE
 ON1237'MARK IS 20.5 FEET WEST OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF
 ON1237'TRUNK HIGHWAY 30 IN THE HEADWALL IN THE SOUTHWEST CORNER OF A 12 FOOT
 ON1237'WIDE BY 9 FOOT DEEP BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A
 ON1237'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 J 1979---, IS
 ON1237'CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1238 ***********************************************************************
 ON1238  DESIGNATION -  2305 K
 ON1238  PID         -  ON1238
 ON1238  STATE/COUNTY-  MN/FILLMORE
 ON1238  COUNTRY     -  US
 ON1238  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1238
 ON1238                         *CURRENT SURVEY CONTROL
 ON1238  ______________________________________________________________________
 ON1238* NAD 83(1986) POSITION- 43 49 35.5    (N) 091 49 54.8    (W)   HD_HELD2  
 ON1238* NAVD 88 ORTHO HEIGHT -   362.716  (meters)    1190.01  (feet) ADJUSTED  
 ON1238  ______________________________________________________________________
 ON1238  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 ON1238  DYNAMIC HEIGHT  -        362.653 (meters)     1189.80  (feet) COMP
 ON1238  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 ON1238
 ON1238  VERT ORDER      -  SECOND    CLASS II
 ON1238
 ON1238.The horizontal coordinates were established by autonomous hand held GPS
 ON1238.observations and have an estimated accuracy of +/- 10 meters.
 ON1238.
 ON1238.The orthometric height was determined by differential leveling and
 ON1238.adjusted in June 1991.
 ON1238
 ON1238.Photographs are available for this station.
 ON1238
 ON1238.The dynamic height is computed by dividing the NAVD 88
 ON1238.geopotential number by the normal gravity value computed on the
 ON1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1238.degrees latitude (g = 980.6199 gals.).
 ON1238
 ON1238.The modeled gravity was interpolated from observed gravity values.
 ON1238
 ON1238;                    North         East    Units  Estimated Accuracy
 ON1238;SPC MN S     -   194,151.      974,380.      MT  (+/- 10 meters HH2 GPS)
 ON1238
 ON1238                          SUPERSEDED SURVEY CONTROL
 ON1238
 ON1238.No superseded survey control is available for this station.
 ON1238
 ON1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9392453269(NAD 83)
 ON1238
 ON1238_MARKER: DB = BENCH MARK DISK
 ON1238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1238_SP_SET: COPPER-CLAD STEEL ROD
 ON1238_STAMPING: 2305 K 1979
 ON1238_MARK LOGO: MNDT  
 ON1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1238
 ON1238  HISTORY     - Date     Condition        Report By
 ON1238  HISTORY     - 1979     MONUMENTED       MNDT
 ON1238
 ON1238                          STATION DESCRIPTION
 ON1238
 ON1238'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1238'4.2 MI WNW FROM RUSHFORD.
 ON1238'THE MARK IS LOCATED 4.7 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1238'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1238'30 MILE POINT 260.65 IN THE NE 1/4 OF SECTION 7, T104N, R8W.  THE
 ON1238'MARK IS 82.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 ON1238'TRUNK HIGHWAY 30, 70 FEET NORTHWEST OF THE CENTER OF THE TOWNSHIP
 ON1238'ROAD TO THE EAST, 46.7 FEET NORTHWEST OF THE NORTHWEST END OF A 36
 ON1238'INCH METAL CULVERT UNDER THE TOWNSHIP ROAD, 11.4 FEET WEST OF POWER
 ON1238'POLE NUMBER REA CO-OP 6, 0.6 FOOT SOUTH OF A FENCE LINE AND 0.6
 ON1238'SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 ON1238'VERTICAL CONTROL MARK DISK STAMPED---2305 K 1979---, IS CRIMPED TO
 ON1238'THE TOP OF A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-CLAD STEEL ROD
 ON1238'DRIVEN TO REFUSAL THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1241 ***********************************************************************
 ON1241  DESIGNATION -  2305 L
 ON1241  PID         -  ON1241
 ON1241  STATE/COUNTY-  MN/FILLMORE
 ON1241  COUNTRY     -  US
 ON1241  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1241
 ON1241                         *CURRENT SURVEY CONTROL
 ON1241  ______________________________________________________________________
 ON1241* NAD 83(1986) POSITION- 43 49 13.     (N) 091 50 03.     (W)   SCALED    
 ON1241* NAVD 88 ORTHO HEIGHT -   369.990  (meters)    1213.88  (feet) ADJUSTED  
 ON1241  ______________________________________________________________________
 ON1241  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 ON1241  DYNAMIC HEIGHT  -        369.927 (meters)     1213.67  (feet) COMP
 ON1241  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 ON1241
 ON1241  VERT ORDER      -  SECOND    CLASS II
 ON1241
 ON1241.This mark is at Rushford Airport (55Y)
 ON1241
 ON1241.The horizontal coordinates were scaled from a topographic map and have
 ON1241.an estimated accuracy of +/- 6 seconds.
 ON1241.
 ON1241.The orthometric height was determined by differential leveling and
 ON1241.adjusted in June 1991.
 ON1241
 ON1241.The dynamic height is computed by dividing the NAVD 88
 ON1241.geopotential number by the normal gravity value computed on the
 ON1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1241.degrees latitude (g = 980.6199 gals.).
 ON1241
 ON1241.The modeled gravity was interpolated from observed gravity values.
 ON1241
 ON1241;                    North         East    Units  Estimated Accuracy
 ON1241;SPC MN S     -   193,450.      974,220.      MT  (+/- 180 meters Scaled)
 ON1241
 ON1241                          SUPERSEDED SURVEY CONTROL
 ON1241
 ON1241.No superseded survey control is available for this station.
 ON1241
 ON1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ937525(NAD 83)
 ON1241
 ON1241_MARKER: DB = BENCH MARK DISK
 ON1241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1241_SP_SET: COPPER-CLAD STEEL ROD
 ON1241_STAMPING: 2305 L 1979
 ON1241_MARK LOGO: MNDT  
 ON1241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1241
 ON1241  HISTORY     - Date     Condition        Report By
 ON1241  HISTORY     - 1979     MONUMENTED       MNDT
 ON1241
 ON1241                          STATION DESCRIPTION
 ON1241
 ON1241'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1241'4.2 MI WNW FROM RUSHFORD.
 ON1241'THE MARK IS LOCATED 5 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1241'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD, THENCE 0.5 MILE SOUTH
 ON1241'ALONG A TOWNSHIP ROAD LEADING TO THE AIRPORT AND IS IN THE SE 1/4 OF
 ON1241'SECTION 7, T104N, R8W.  THE MARK IS 83.4 FEET NORTHWEST OF THE
 ON1241'NORTHEAST CORNER OF THE CONCRETE MUNICIPAL BUILDING AT THE AIRPORT,
 ON1241'73.7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 ON1241'1.9 FEET WEST OF THE WEST STEEL GATE POST AT THE WALKWAY TO THE
 ON1241'BUILDING AND 0.5 FOOT NORTH OF THE CHAIN LINK FENCE IN THE PARKING
 ON1241'AREA.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED
 ON1241'---2305 L 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 ON1241'DIAMETER BY 26 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 ON1241'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1242 ***********************************************************************
 ON1242  DESIGNATION -  2305 M
 ON1242  PID         -  ON1242
 ON1242  STATE/COUNTY-  MN/FILLMORE
 ON1242  COUNTRY     -  US
 ON1242  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1242
 ON1242                         *CURRENT SURVEY CONTROL
 ON1242  ______________________________________________________________________
 ON1242* NAD 83(1986) POSITION- 43 49 48.7    (N) 091 50 43.0    (W)   HD_HELD2  
 ON1242* NAVD 88 ORTHO HEIGHT -   382.836  (meters)    1256.02  (feet) ADJUSTED  
 ON1242  ______________________________________________________________________
 ON1242  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 ON1242  DYNAMIC HEIGHT  -        382.768 (meters)     1255.80  (feet) COMP
 ON1242  MODELED GRAVITY -    980,429.4   (mgal)                       NAVD 88
 ON1242
 ON1242  VERT ORDER      -  SECOND    CLASS II
 ON1242
 ON1242.The horizontal coordinates were established by autonomous hand held GPS
 ON1242.observations and have an estimated accuracy of +/- 10 meters.
 ON1242.
 ON1242.The orthometric height was determined by differential leveling and
 ON1242.adjusted in June 1991.
 ON1242
 ON1242.Photographs are available for this station.
 ON1242
 ON1242.The dynamic height is computed by dividing the NAVD 88
 ON1242.geopotential number by the normal gravity value computed on the
 ON1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1242.degrees latitude (g = 980.6199 gals.).
 ON1242
 ON1242.The modeled gravity was interpolated from observed gravity values.
 ON1242
 ON1242;                    North         East    Units  Estimated Accuracy
 ON1242;SPC MN S     -   194,529.      973,292.      MT  (+/- 10 meters HH2 GPS)
 ON1242
 ON1242                          SUPERSEDED SURVEY CONTROL
 ON1242
 ON1242.No superseded survey control is available for this station.
 ON1242
 ON1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9284253661(NAD 83)
 ON1242
 ON1242_MARKER: DB = BENCH MARK DISK
 ON1242_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1242_SP_SET: COPPER-CLAD STEEL ROD
 ON1242_STAMPING: 2305 M 1979
 ON1242_MARK LOGO: MNDT  
 ON1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1242
 ON1242  HISTORY     - Date     Condition        Report By
 ON1242  HISTORY     - 1979     MONUMENTED       MNDT
 ON1242
 ON1242                          STATION DESCRIPTION
 ON1242
 ON1242'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1242'4.9 MI WNW FROM RUSHFORD.
 ON1242'THE MARK IS LOCATED 5.5 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1242'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1242'30 MILE POINT 259.9 IN THE NW 1/4 OF SECTION 7, T104N, R8W.  THE MARK
 ON1242'IS 29 FEET SOUTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF TRUNK
 ON1242'HIGHWAY 30, 13 FEET EAST OF THE CENTER OF A FIELD ENTRANCE TO THE
 ON1242'SOUTH, 3.4 FEET SOUTH OF A POWER POLE, 2.6 FEET NORTHWEST OF A FENCE
 ON1242'CORNER AND 0.9 FOOT FROM A STEEL WITNESS POST.  THE MARK, A STANDARD
 ON1242'MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 M 1979---, IS CRIMPED
 ON1242'TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD
 ON1242'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1243 ***********************************************************************
 ON1243  DESIGNATION -  2305 N
 ON1243  PID         -  ON1243
 ON1243  STATE/COUNTY-  MN/FILLMORE
 ON1243  COUNTRY     -  US
 ON1243  USGS QUAD   -  RUSHFORD WEST (1974)
 ON1243
 ON1243                         *CURRENT SURVEY CONTROL
 ON1243  ______________________________________________________________________
 ON1243* NAD 83(1986) POSITION- 43 49 44.4    (N) 091 51 36.7    (W)   HD_HELD2  
 ON1243* NAVD 88 ORTHO HEIGHT -   375.214  (meters)    1231.01  (feet) ADJUSTED  
 ON1243  ______________________________________________________________________
 ON1243  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 ON1243  DYNAMIC HEIGHT  -        375.145 (meters)     1230.79  (feet) COMP
 ON1243  MODELED GRAVITY -    980,423.8   (mgal)                       NAVD 88
 ON1243
 ON1243  VERT ORDER      -  SECOND    CLASS II
 ON1243
 ON1243.The horizontal coordinates were established by autonomous hand held GPS
 ON1243.observations and have an estimated accuracy of +/- 10 meters.
 ON1243.
 ON1243.The orthometric height was determined by differential leveling and
 ON1243.adjusted in June 1991.
 ON1243
 ON1243.Photographs are available for this station.
 ON1243
 ON1243.The dynamic height is computed by dividing the NAVD 88
 ON1243.geopotential number by the normal gravity value computed on the
 ON1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1243.degrees latitude (g = 980.6199 gals.).
 ON1243
 ON1243.The modeled gravity was interpolated from observed gravity values.
 ON1243
 ON1243;                    North         East    Units  Estimated Accuracy
 ON1243;SPC MN S     -   194,365.      972,097.      MT  (+/- 10 meters HH2 GPS)
 ON1243
 ON1243                          SUPERSEDED SURVEY CONTROL
 ON1243
 ON1243.No superseded survey control is available for this station.
 ON1243
 ON1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9164553511(NAD 83)
 ON1243
 ON1243_MARKER: DB = BENCH MARK DISK
 ON1243_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1243_SP_SET: COPPER-CLAD STEEL ROD
 ON1243_STAMPING: 2305 N 1979
 ON1243_MARK LOGO: MNDT  
 ON1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1243
 ON1243  HISTORY     - Date     Condition        Report By
 ON1243  HISTORY     - 1979     MONUMENTED       MNDT
 ON1243
 ON1243                          STATION DESCRIPTION
 ON1243
 ON1243'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1243'5.5 MI WNW FROM RUSHFORD.
 ON1243'THE MARK IS LOCATED 6.2 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1243'JUNCTION WITH TRUNK HIGHWAY 43 IN ROCKFORD AND IS NEAR TRUNK HIGHWAY
 ON1243'30 MILE POINT 259.15 IN THE NE 1/4 OF SECTION 12, T104N, R9W.  THE
 ON1243'MARK IS 148 FEET NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 30, 18
 ON1243'FEET EAST OF AND 1 FOOT LOWER THAN THE CENTER OF A DRIVEWAY RUNNING
 ON1243'TO THE NORTH, 1.7 FEET SOUTH OF A POWER POLE AND 0.8 FOOT SOUTH OF A
 ON1243'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 ON1243'DISK STAMPED---2305 N 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH
 ON1243'DIAMETER BY 15 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 ON1243'PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1244 ***********************************************************************
 ON1244  DESIGNATION -  2305 P
 ON1244  PID         -  ON1244
 ON1244  STATE/COUNTY-  MN/FILLMORE
 ON1244  COUNTRY     -  US
 ON1244  USGS QUAD   -  ARENDAHL (1974)
 ON1244
 ON1244                         *CURRENT SURVEY CONTROL
 ON1244  ______________________________________________________________________
 ON1244* NAD 83(1986) POSITION- 43 49 30.4    (N) 091 52 37.7    (W)   HD_HELD2  
 ON1244* NAVD 88 ORTHO HEIGHT -   364.670  (meters)    1196.42  (feet) ADJUSTED  
 ON1244  ______________________________________________________________________
 ON1244  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 ON1244  DYNAMIC HEIGHT  -        364.601 (meters)     1196.20  (feet) COMP
 ON1244  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 ON1244
 ON1244  VERT ORDER      -  SECOND    CLASS II
 ON1244
 ON1244.The horizontal coordinates were established by autonomous hand held GPS
 ON1244.observations and have an estimated accuracy of +/- 10 meters.
 ON1244.
 ON1244.The orthometric height was determined by differential leveling and
 ON1244.adjusted in June 1991.
 ON1244
 ON1244.Photographs are available for this station.
 ON1244
 ON1244.The dynamic height is computed by dividing the NAVD 88
 ON1244.geopotential number by the normal gravity value computed on the
 ON1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1244.degrees latitude (g = 980.6199 gals.).
 ON1244
 ON1244.The modeled gravity was interpolated from observed gravity values.
 ON1244
 ON1244;                    North         East    Units  Estimated Accuracy
 ON1244;SPC MN S     -   193,898.      970,745.      MT  (+/- 10 meters HH2 GPS)
 ON1244
 ON1244                          SUPERSEDED SURVEY CONTROL
 ON1244
 ON1244.No superseded survey control is available for this station.
 ON1244
 ON1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9028853061(NAD 83)
 ON1244
 ON1244_MARKER: DB = BENCH MARK DISK
 ON1244_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON1244+WITH SETTING: PAVEMENT
 ON1244_SP_SET: DOORSILL OF TOWN HALL
 ON1244_STAMPING: 2305 P 1979
 ON1244_MARK LOGO: MNDT  
 ON1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1244+STABILITY: SURFACE MOTION
 ON1244
 ON1244  HISTORY     - Date     Condition        Report By
 ON1244  HISTORY     - 1979     MONUMENTED       MNDT
 ON1244
 ON1244                          STATION DESCRIPTION
 ON1244
 ON1244'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1244'6.4 MI WNW FROM RUSHFORD.
 ON1244'THE MARK IS LOCATED 7.1 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1244'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1244'30 MILE POINT 258.2 IN THE NE 1/4 OF SECTION 11, T104N, R9W.  THE
 ON1244'MARK IS 69.6 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF
 ON1244'TRUNK HIGHWAY 30 AND 4.3 FEET EAST OF THE SOUTHWEST CORNER OF AND SET
 ON1244'IN THE DOORSILL OF THE SOUTH ENTRANCE TO THE 1-STORY BRICK ARENDAHL
 ON1244'TOWN HALL BUILDING WHICH WAS FORMERLY A SCHOOL HOUSE.  THE MARK, A
 ON1244'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 P 1979---, IS
 ON1244'SET IN THE DOOR STEP OF THE TOWN HALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1247 ***********************************************************************
 ON1247  DESIGNATION -  2305 Q
 ON1247  PID         -  ON1247
 ON1247  STATE/COUNTY-  MN/FILLMORE
 ON1247  COUNTRY     -  US
 ON1247  USGS QUAD   -  ARENDAHL (1974)
 ON1247
 ON1247                         *CURRENT SURVEY CONTROL
 ON1247  ______________________________________________________________________
 ON1247* NAD 83(1986) POSITION- 43 49 30.3    (N) 091 53 33.3    (W)   HD_HELD2  
 ON1247* NAVD 88 ORTHO HEIGHT -   366.284  (meters)    1201.72  (feet) ADJUSTED  
 ON1247  ______________________________________________________________________
 ON1247  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 ON1247  DYNAMIC HEIGHT  -        366.214 (meters)     1201.49  (feet) COMP
 ON1247  MODELED GRAVITY -    980,417.9   (mgal)                       NAVD 88
 ON1247
 ON1247  VERT ORDER      -  SECOND    CLASS II
 ON1247
 ON1247.The horizontal coordinates were established by autonomous hand held GPS
 ON1247.observations and have an estimated accuracy of +/- 10 meters.
 ON1247.
 ON1247.The orthometric height was determined by differential leveling and
 ON1247.adjusted in June 1991.
 ON1247
 ON1247.Photographs are available for this station.
 ON1247
 ON1247.The dynamic height is computed by dividing the NAVD 88
 ON1247.geopotential number by the normal gravity value computed on the
 ON1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1247.degrees latitude (g = 980.6199 gals.).
 ON1247
 ON1247.The modeled gravity was interpolated from observed gravity values.
 ON1247
 ON1247;                    North         East    Units  Estimated Accuracy
 ON1247;SPC MN S     -   193,863.      969,503.      MT  (+/- 10 meters HH2 GPS)
 ON1247
 ON1247                          SUPERSEDED SURVEY CONTROL
 ON1247
 ON1247.No superseded survey control is available for this station.
 ON1247
 ON1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8904653041(NAD 83)
 ON1247
 ON1247_MARKER: DB = BENCH MARK DISK
 ON1247_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1247_SP_SET: COPPER-CLAD STEEL ROD
 ON1247_STAMPING: 2305 Q 1979
 ON1247_MARK LOGO: MNDT  
 ON1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1247
 ON1247  HISTORY     - Date     Condition        Report By
 ON1247  HISTORY     - 1979     MONUMENTED       MNDT
 ON1247
 ON1247                          STATION DESCRIPTION
 ON1247
 ON1247'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1247'7.1 MI WNW FROM RUSHFORD.
 ON1247'THE MARK IS LOCATED 7.85 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1247'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1247'30 MILE POINT 257.4 IN THE SE 1/4 OF SECTION 14, T104N, R9W.  THE
 ON1247'MARK IS 30 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 ON1247'HIGHWAY 30, 25 FEET WEST-SOUTHWEST OF THE SOUTH END OF A 24 INCH
 ON1247'METAL CULVERT UNDER THE HIGHWAY, 19 FEET WEST OF THE SOUTH EXTENTION
 ON1247'OF THE CENTER OF A DRIVEWAY TO THE NORTH, 4 FEET SOUTHEAST OF A POWER
 ON1247'POLE AT A FENCE CORNER, 1.2 FEET EAST OF A FENCE LINE AND 0.9 FOOT
 ON1247'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 ON1247'CONTROL MARK DISK STAMPED---2305 Q 1979---, IS CRIMPED TO THE TOP OF
 ON1247'A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT
 ON1247'PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1250 ***********************************************************************
 ON1250  DESIGNATION -  2305 R
 ON1250  PID         -  ON1250
 ON1250  STATE/COUNTY-  MN/FILLMORE
 ON1250  COUNTRY     -  US
 ON1250  USGS QUAD   -  ARENDAHL (1974)
 ON1250
 ON1250                         *CURRENT SURVEY CONTROL
 ON1250  ______________________________________________________________________
 ON1250* NAD 83(1986) POSITION- 43 49 31.7    (N) 091 54 58.0    (W)   HD_HELD2  
 ON1250* NAVD 88 ORTHO HEIGHT -   369.914  (meters)    1213.63  (feet) ADJUSTED  
 ON1250  ______________________________________________________________________
 ON1250  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 ON1250  DYNAMIC HEIGHT  -        369.844 (meters)     1213.40  (feet) COMP
 ON1250  MODELED GRAVITY -    980,417.4   (mgal)                       NAVD 88
 ON1250
 ON1250  VERT ORDER      -  SECOND    CLASS II
 ON1250
 ON1250.The horizontal coordinates were established by autonomous hand held GPS
 ON1250.observations and have an estimated accuracy of +/- 10 meters.
 ON1250.
 ON1250.The orthometric height was determined by differential leveling and
 ON1250.adjusted in June 1991.
 ON1250
 ON1250.Photographs are available for this station.
 ON1250
 ON1250.The dynamic height is computed by dividing the NAVD 88
 ON1250.geopotential number by the normal gravity value computed on the
 ON1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1250.degrees latitude (g = 980.6199 gals.).
 ON1250
 ON1250.The modeled gravity was interpolated from observed gravity values.
 ON1250
 ON1250;                    North         East    Units  Estimated Accuracy
 ON1250;SPC MN S     -   193,857.      967,610.      MT  (+/- 10 meters HH2 GPS)
 ON1250
 ON1250                          SUPERSEDED SURVEY CONTROL
 ON1250
 ON1250.No superseded survey control is available for this station.
 ON1250
 ON1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8715453059(NAD 83)
 ON1250
 ON1250_MARKER: DB = BENCH MARK DISK
 ON1250_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1250_SP_SET: COPPER-CLAD STEEL ROD
 ON1250_STAMPING: 2305 R 1979
 ON1250_MARK LOGO: MNDT  
 ON1250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1250
 ON1250  HISTORY     - Date     Condition        Report By
 ON1250  HISTORY     - 1979     MONUMENTED       MNDT
 ON1250
 ON1250                          STATION DESCRIPTION
 ON1250
 ON1250'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1250'8.3 MI WNW FROM RUSHFORD.
 ON1250'THE MARK IS LOCATED 9 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1250'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1250'30 MILE POINT 256.2 IN THE NE 1/4 OF SECTION 9, T104N, R9W.  THE MARK
 ON1250'IS 322.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF ARENDAHL
 ON1250'LUTHERAN CHURCH, 57.5 FEET NORTH OF AND ABOUT LEVEL WITH THE
 ON1250'CENTERLINE OF TRUNK HIGHWAY 30, 36.6 FEET NORTHEAST OF A BURIED CABLE
 ON1250'WARNING POST, 2.8 FEET SOUTHWEST OF A 3 INCH SPRUCE TREE AND 0.6 FOOT
 ON1250'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 ON1250'CONTROL MARK DISK STAMPED---2305 R 1979---, IS CRIMPED TO THE TOP OF
 ON1250'A 5/8 INCH DIAMETED BY 23 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 ON1250'REFUSAL THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1251 ***********************************************************************
 ON1251  DESIGNATION -  2305 S
 ON1251  PID         -  ON1251
 ON1251  STATE/COUNTY-  MN/FILLMORE
 ON1251  COUNTRY     -  US
 ON1251  USGS QUAD   -  ARENDAHL (1974)
 ON1251
 ON1251                         *CURRENT SURVEY CONTROL
 ON1251  ______________________________________________________________________
 ON1251* NAD 83(1986) POSITION- 43 49 30.9    (N) 091 56 05.3    (W)   HD_HELD2  
 ON1251* NAVD 88 ORTHO HEIGHT -   360.172  (meters)    1181.66  (feet) ADJUSTED  
 ON1251  ______________________________________________________________________
 ON1251  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 ON1251  DYNAMIC HEIGHT  -        360.103 (meters)     1181.44  (feet) COMP
 ON1251  MODELED GRAVITY -    980,416.5   (mgal)                       NAVD 88
 ON1251
 ON1251  VERT ORDER      -  SECOND    CLASS II
 ON1251
 ON1251.The horizontal coordinates were established by autonomous hand held GPS
 ON1251.observations and have an estimated accuracy of +/- 10 meters.
 ON1251.
 ON1251.The orthometric height was determined by differential leveling and
 ON1251.adjusted in June 1991.
 ON1251
 ON1251.Photographs are available for this station.
 ON1251
 ON1251.The dynamic height is computed by dividing the NAVD 88
 ON1251.geopotential number by the normal gravity value computed on the
 ON1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1251.degrees latitude (g = 980.6199 gals.).
 ON1251
 ON1251.The modeled gravity was interpolated from observed gravity values.
 ON1251
 ON1251;                    North         East    Units  Estimated Accuracy
 ON1251;SPC MN S     -   193,794.      966,108.      MT  (+/- 10 meters HH2 GPS)
 ON1251
 ON1251                          SUPERSEDED SURVEY CONTROL
 ON1251
 ON1251.No superseded survey control is available for this station.
 ON1251
 ON1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8565153015(NAD 83)
 ON1251
 ON1251_MARKER: DB = BENCH MARK DISK
 ON1251_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1251_SP_SET: COPPER-CLAD STEEL ROD
 ON1251_STAMPING: 2305 S 1979
 ON1251_MARK LOGO: MNDT  
 ON1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1251
 ON1251  HISTORY     - Date     Condition        Report By
 ON1251  HISTORY     - 1979     MONUMENTED       MNDT
 ON1251
 ON1251                          STATION DESCRIPTION
 ON1251
 ON1251'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1251'9.2 MI WNW FROM RUSHFORD.
 ON1251'THE MARK IS LOCATED 10 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1251'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1251'30 MILE POINT 255.2 IN THE NE 1/4 OF SECTION 8, T104N, R9W.  THE MARK
 ON1251'IS 35.7 FEET NORTH OF AND 2 FEET HIGHER THAN THE CENTERLINE OF TRUNK
 ON1251'HIGHWAY 30, 12 FEET WEST-SOUTHWEST OF A 10 INCH SPRUCE TREE, 2 FEET
 ON1251'SOUTHEAST OF POWER POLE NUMBER C 440 IN THE SOUTHWEST CORNER OF THE
 ON1251'NORTH PRARIE CHURCH YARD AND 0.8 FEET SOUTH OF A STEEL WITNESS POST.
 ON1251'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---2305
 ON1251'S 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 28
 ON1251'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 ON1251'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1252 ***********************************************************************
 ON1252  DESIGNATION -  2305 T
 ON1252  PID         -  ON1252
 ON1252  STATE/COUNTY-  MN/FILLMORE
 ON1252  COUNTRY     -  US
 ON1252  USGS QUAD   -  ARENDAHL (1974)
 ON1252
 ON1252                         *CURRENT SURVEY CONTROL
 ON1252  ______________________________________________________________________
 ON1252* NAD 83(1986) POSITION- 43 49 31.7    (N) 091 56 59.7    (W)   HD_HELD2  
 ON1252* NAVD 88 ORTHO HEIGHT -   359.911  (meters)    1180.81  (feet) ADJUSTED  
 ON1252  ______________________________________________________________________
 ON1252  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1252  DYNAMIC HEIGHT  -        359.841 (meters)     1180.58  (feet) COMP
 ON1252  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 ON1252
 ON1252  VERT ORDER      -  SECOND    CLASS II
 ON1252
 ON1252.The horizontal coordinates were scaled from a topographic map and have
 ON1252.an estimated accuracy of +/- 6 seconds.
 ON1252.
 ON1252.The orthometric height was determined by differential leveling and
 ON1252.adjusted in June 1991.
 ON1252
 ON1252.Photographs are available for this station.
 ON1252
 ON1252.The dynamic height is computed by dividing the NAVD 88
 ON1252.geopotential number by the normal gravity value computed on the
 ON1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1252.degrees latitude (g = 980.6199 gals.).
 ON1252
 ON1252.The modeled gravity was interpolated from observed gravity values.
 ON1252
 ON1252;                    North         East    Units  Estimated Accuracy
 ON1252;SPC MN S     -   193,788.      964,892.      MT  (+/- 10 meters HH2 GPS)
 ON1252
 ON1252                          SUPERSEDED SURVEY CONTROL
 ON1252
 ON1252.No superseded survey control is available for this station.
 ON1252
 ON1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8443653024(NAD 83)
 ON1252
 ON1252_MARKER: DV = VERTICAL CONTROL DISK
 ON1252_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1252_SP_SET: COPPER-CLAD STEEL ROD
 ON1252_STAMPING: 2305 T 1979
 ON1252_MARK LOGO: MNDT  
 ON1252_PROJECTION: PROJECTING 3 CENTIMETERS
 ON1252_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1252+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 ON1252
 ON1252  HISTORY     - Date     Condition        Report By
 ON1252  HISTORY     - 1979     MONUMENTED       MNDT
 ON1252  HISTORY     - 20060720 GOOD             MNDT
 ON1252
 ON1252                          STATION DESCRIPTION
 ON1252
 ON1252'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1252'9.9 MI WNW FROM RUSHFORD.
 ON1252'THE MARK IS LOCATED 10.7 MILES WEST ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1252'JUNCTION WITH TRUNK HIGHWAY 43 IN RUSHFORD AND IS NEAR TRUNK HIGHWAY
 ON1252'30 MILE POINT 254.45 IN THE NW 1/4 OF SECTION 8, T104N, R9W.  THE
 ON1252'MARK IS 99 FEET NORTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF
 ON1252'TRUNK HIGHWAY 30, 64.8 FEET NORTH OF A POWER POLE WITH A GUY WIRE,
 ON1252'58.5 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 32, 35.4 FEET EAST OF
 ON1252'THE EAST END OF AN 18 INCH METAL CULVERT UNDER COUNTY ROAD 32, 1.3
 ON1252'FEET NORTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST AND 0.7 FOOT
 ON1252'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 ON1252'VERTICAL CONTROL MARK DISK STAMPED---2305 T 1979---, IS CRIMPED TO
 ON1252'THE TOP OF A DRIVEN 5/8 DIAMETER BY 27 FOOT LONG COPPER-CLAD STEEL
 ON1252'ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 ON1252
 ON1252                          STATION RECOVERY (2006)
 ON1252
 ON1252'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1252'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF RUSHFORD, 7.3 MI
 ON1252'(11.7 KM) NORTH OF LANESBORO, 2.0 MI (3.2 KM) WEST OF ARENDAHL AND
 ON1252'10.7 MI (17.2 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 ON1252'HIGHWAY 43 IN RUSHFORD, AT TRUNK HIGHWAY 30 MILE POINT 254.45, 99 FT
 ON1252'(30.2 M) NORTH OF TRUNK HIGHWAY 30, 58.5 FT (17.8 M) EAST OF COUNTY
 ON1252'ROAD 32, 35.4.0 FT (10.8 M) EAST OF EAST END OF METAL CULVERT, 1.3 FT
 ON1252'(0.4 M) NORTHWEST OF RIGHT OF WAY POST, 0.7 FT (0.2 M) SOUTHWEST OF A
 ON1252'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9881 ***********************************************************************
 DK9881  DESIGNATION -  2305 T 1
 DK9881  PID         -  DK9881
 DK9881  STATE/COUNTY-  MN/FILLMORE
 DK9881  COUNTRY     -  US
 DK9881  USGS QUAD   -  ARENDAHL (1974)
 DK9881
 DK9881                         *CURRENT SURVEY CONTROL
 DK9881  ______________________________________________________________________
 DK9881* NAD 83(1986) POSITION- 43 50 23.4    (N) 091 57 34.9    (W)   HD_HELD2  
 DK9881* NAVD 88 ORTHO HEIGHT -   361.702  (meters)    1186.68  (feet) ADJUSTED  
 DK9881  ______________________________________________________________________
 DK9881  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 DK9881  DYNAMIC HEIGHT  -        361.633 (meters)     1186.46  (feet) COMP
 DK9881  MODELED GRAVITY -    980,416.1   (mgal)                       NAVD 88
 DK9881
 DK9881  VERT ORDER      -  SECOND    CLASS I
 DK9881
 DK9881.The horizontal coordinates were scaled from a topographic map and have
 DK9881.an estimated accuracy of +/- 6 seconds.
 DK9881.
 DK9881.The orthometric height was determined by differential leveling and
 DK9881.adjusted in June 2009.
 DK9881
 DK9881.Photographs are available for this station.
 DK9881
 DK9881.The dynamic height is computed by dividing the NAVD 88
 DK9881.geopotential number by the normal gravity value computed on the
 DK9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9881.degrees latitude (g = 980.6199 gals.).
 DK9881
 DK9881.The modeled gravity was interpolated from observed gravity values.
 DK9881
 DK9881;                    North         East    Units  Estimated Accuracy
 DK9881;SPC MN S     -   195,364.      964,066.      MT  (+/- 10 meters HH2 GPS)
 DK9881
 DK9881                          SUPERSEDED SURVEY CONTROL
 DK9881
 DK9881.No superseded survey control is available for this station.
 DK9881
 DK9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8362954609(NAD 83)
 DK9881
 DK9881_MARKER: DD = SURVEY DISK
 DK9881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9881_STAMPING: 2305 T 1 2006
 DK9881_MARK LOGO: MNDT  
 DK9881_PROJECTION: FLUSH
 DK9881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9881+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DK9881_ROD/PIPE-DEPTH:  6.1 meters
 DK9881
 DK9881  HISTORY     - Date     Condition        Report By
 DK9881  HISTORY     - 20060725 MONUMENTED       MNDT
 DK9881
 DK9881                          STATION DESCRIPTION
 DK9881
 DK9881'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9881'THE STATION IS LOCATED ABOUT 14.0 MI (22.5 KM) NORTHWEST OF RUSHFORD,
 DK9881'9.4 MI (15.1 KM) SOUTH OF UTICA, 8.3 MI (13.4 KM) NORTH OF LANESBORO,
 DK9881'2.7 MI (4.3 KM) WEST-NORTHWEST OF ARENDAHL.  GO 10.7 MI (17.2 KM) WEST
 DK9881'ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DK9881'HIGHWAY 43 IN RUSHFORD TO TRUNK HIGHWAY 30 MILE POINT 254.45, THENCE
 DK9881'1.35 MI (2.2 KM) NORTH ON COUNTY ROAD 32, 56.0 FT (17.1 M) EAST OF
 DK9881'COUNTY ROAD 32, 16.0 FT (4.9 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3
 DK9881'M) WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1255 ***********************************************************************
 ON1255  DESIGNATION -  2305 U
 ON1255  PID         -  ON1255
 ON1255  STATE/COUNTY-  MN/FILLMORE
 ON1255  COUNTRY     -  US
 ON1255  USGS QUAD   -  ARENDAHL (1974)
 ON1255
 ON1255                         *CURRENT SURVEY CONTROL
 ON1255  ______________________________________________________________________
 ON1255* NAD 83(1986) POSITION- 43 49 31.2    (N) 091 57 53.9    (W)   HD_HELD2  
 ON1255* NAVD 88 ORTHO HEIGHT -   356.463  (meters)    1169.50  (feet) ADJUSTED  
 ON1255  ______________________________________________________________________
 ON1255  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 ON1255  DYNAMIC HEIGHT  -        356.395 (meters)     1169.27  (feet) COMP
 ON1255  MODELED GRAVITY -    980,416.7   (mgal)                       NAVD 88
 ON1255
 ON1255  VERT ORDER      -  SECOND    CLASS II
 ON1255
 ON1255.The horizontal coordinates were scaled from a topographic map and have
 ON1255.an estimated accuracy of +/- 6 seconds.
 ON1255.
 ON1255.The orthometric height was determined by differential leveling and
 ON1255.adjusted in June 1991.
 ON1255
 ON1255.Photographs are available for this station.
 ON1255
 ON1255.The dynamic height is computed by dividing the NAVD 88
 ON1255.geopotential number by the normal gravity value computed on the
 ON1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1255.degrees latitude (g = 980.6199 gals.).
 ON1255
 ON1255.The modeled gravity was interpolated from observed gravity values.
 ON1255
 ON1255;                    North         East    Units  Estimated Accuracy
 ON1255;SPC MN S     -   193,743.      963,682.      MT  (+/- 10 meters HH2 GPS)
 ON1255
 ON1255                          SUPERSEDED SURVEY CONTROL
 ON1255
 ON1255.No superseded survey control is available for this station.
 ON1255
 ON1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8322552993(NAD 83)
 ON1255
 ON1255_MARKER: DV = VERTICAL CONTROL DISK
 ON1255_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1255_SP_SET: COPPER-CLAD STEEL ROD
 ON1255_STAMPING: 2305 U 1979
 ON1255_MARK LOGO: MNHD  
 ON1255_PROJECTION: PROJECTING 3 CENTIMETERS
 ON1255_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1255+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 ON1255
 ON1255  HISTORY     - Date     Condition        Report By
 ON1255  HISTORY     - 1979     MONUMENTED       MNDT
 ON1255  HISTORY     - 20060720 GOOD             MNDT
 ON1255
 ON1255                          STATION DESCRIPTION
 ON1255
 ON1255'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1255'11.4 MI ESE FROM CHATFIELD.
 ON1255'THE MARK IS LOCATED 9.1 MILES SOUTH ALONG TRUNK HIGHWAY 30 FROM ITS
 ON1255'JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF CHATFIELD AND IS
 ON1255'NEAR TRUNK HIGHWAY 30 MILE POINT 253.75 IN THE NW 1/4 OF SECTION 7,
 ON1255'T104N, R9W.  THE MARK IS 65.7 FEET EAST OF A POWER POLE ON AN
 ON1255'EAST-WEST LINE, 34 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 ON1255'OF TRUNK HIGHWAY 30, 1 FOOT SOUTH OF A WOOD CORNER FENCE POST AT A
 ON1255'FENCE TO THE NORTH AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1255'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED ---2305 U
 ON1255'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25
 ON1255'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 ON1255'SURFACE OF THE GROUND.
 ON1255
 ON1255                          STATION RECOVERY (2006)
 ON1255
 ON1255'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1255'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH OF UTICA, 7.2 MI
 ON1255'(11.6 KM) NORTH OF LANESBORO AND 2.8 MI (4.5 KM) WEST OF ARENDAHL.  GO
 ON1255'11.4 MI (18.3 KM) EAST-SOUTHEAST OF CHATFIELD, 9.1 MI (14.6 KM) EAST
 ON1255'OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 74, 0.75 MI (1.2
 ON1255'KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 250 AND TRUNK HIGHWAY 30, AT
 ON1255'TRUNK HIGHWAY 30 MILE POINT 253.75, 34 FT (10.4 M) NORTH OF TRUNK
 ON1255'HIGHWAY 30, 1.0 FT (0.3 M) SOUTH OF A FENCE CORNER, 0.7 FT (0.2 M)
 ON1255'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1256 ***********************************************************************
 ON1256  DESIGNATION -  2305 V
 ON1256  PID         -  ON1256
 ON1256  STATE/COUNTY-  MN/FILLMORE
 ON1256  COUNTRY     -  US
 ON1256  USGS QUAD   -  ARENDAHL (1974)
 ON1256
 ON1256                         *CURRENT SURVEY CONTROL
 ON1256  ______________________________________________________________________
 ON1256* NAD 83(1986) POSITION- 43 49 23.1    (N) 091 58 46.9    (W)   HD_HELD2  
 ON1256* NAVD 88 ORTHO HEIGHT -   339.928  (meters)    1115.25  (feet) ADJUSTED  
 ON1256  ______________________________________________________________________
 ON1256  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 ON1256  DYNAMIC HEIGHT  -        339.863 (meters)     1115.03  (feet) COMP
 ON1256  MODELED GRAVITY -    980,417.8   (mgal)                       NAVD 88
 ON1256
 ON1256  VERT ORDER      -  SECOND    CLASS II
 ON1256
 ON1256.The horizontal coordinates were scaled from a topographic map and have
 ON1256.an estimated accuracy of +/- 6 seconds.
 ON1256.
 ON1256.The orthometric height was determined by differential leveling and
 ON1256.adjusted in June 1991.
 ON1256
 ON1256.Photographs are available for this station.
 ON1256
 ON1256.The dynamic height is computed by dividing the NAVD 88
 ON1256.geopotential number by the normal gravity value computed on the
 ON1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1256.degrees latitude (g = 980.6199 gals.).
 ON1256
 ON1256.The modeled gravity was interpolated from observed gravity values.
 ON1256
 ON1256;                    North         East    Units  Estimated Accuracy
 ON1256;SPC MN S     -   193,463.      962,504.      MT  (+/- 10 meters HH2 GPS)
 ON1256
 ON1256                          SUPERSEDED SURVEY CONTROL
 ON1256
 ON1256.No superseded survey control is available for this station.
 ON1256
 ON1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8204452729(NAD 83)
 ON1256
 ON1256_MARKER: DV = VERTICAL CONTROL DISK
 ON1256_SETTING: 66 = SET IN ROCK OUTCROP
 ON1256_SP_SET: ROCK LEDGE
 ON1256_STAMPING: 2305 V 1979
 ON1256_MARK LOGO: MNDT  
 ON1256_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1256_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1256+STABILITY: POSITION/ELEVATION WELL
 ON1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1256+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 ON1256
 ON1256  HISTORY     - Date     Condition        Report By
 ON1256  HISTORY     - 1979     MONUMENTED       MNDT
 ON1256  HISTORY     - 20060719 GOOD             MNDT
 ON1256
 ON1256                          STATION DESCRIPTION
 ON1256
 ON1256'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1256'10.7 MI ESE FROM CHATFIELD.
 ON1256'THE MARK IS LOCATED 8.4 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 ON1256'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 ON1256'CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 253.05 IN THE SW
 ON1256'1/4 OF SECTION 12, T104N, R10W.  THE MARK IS ABOUT 775 FEET SOUTH OF
 ON1256'TRUNK HIGHWAY 30 ALONG A TOWNSHIP ROAD, 31 FEET WEST OF AND 2 FEET
 ON1256'HIGHER THAN THE CENTER OF THE ROAD IN A ROCK LEDGE OUTCROP, 50 FEET
 ON1256'SOUTH-SOUTHEAST OF A 4 INCH BOX ELDER TREE, 50 FEET NORTH-NORTHEAST
 ON1256'OF TWIN 6 INCH BOX ELDER TREES AND 1 FOOT EAST OF A STEEL WITNESS
 ON1256'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED
 ON1256'---2305 V 1979---, IS CEMENTED IN A DRILL HOLE IN THE ROCK LEDGE.
 ON1256
 ON1256                          STATION RECOVERY (2006)
 ON1256
 ON1256'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1256'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF
 ON1256'CHATFIELD, 9.7 MI (15.6 KM) NORTHEAST OF FOUNTAIN, 7.1 MI (11.4 KM)
 ON1256'NORTH OF LANESBORO, 3.5 MI (5.6 KM) WEST OF ARENDAHL.  GO 8.4 MI (13.5
 ON1256'KM) SOUTH AND EAST OF THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 ON1256'HIGHWAY 74 TO TRUNK HIGHWAY 30 MILE POINT 253.05, THENCE 0.15 MI (0.2
 ON1256'KM) SOUTH ON GRAVEL ROAD, 775 FT (236.2 M) SOUTH OF TRUNK HIGHWAY 30,
 ON1256'31 FT (9.4 M) WEST OF TOWNSHIP ROAD (GROUSE ROAD), 1.0 FT (0.3 M) EAST
 ON1256'OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1257 ***********************************************************************
 ON1257  DESIGNATION -  2305 W
 ON1257  PID         -  ON1257
 ON1257  STATE/COUNTY-  MN/FILLMORE
 ON1257  COUNTRY     -  US
 ON1257  USGS QUAD   -  ARENDAHL (1974)
 ON1257
 ON1257                         *CURRENT SURVEY CONTROL
 ON1257  ______________________________________________________________________
 ON1257* NAD 83(1986) POSITION- 43 49 31.3    (N) 091 59 25.1    (W)   HD_HELD2  
 ON1257* NAVD 88 ORTHO HEIGHT -   351.026  (meters)    1151.66  (feet) ADJUSTED  
 ON1257  ______________________________________________________________________
 ON1257  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 ON1257  DYNAMIC HEIGHT  -        350.959 (meters)     1151.44  (feet) COMP
 ON1257  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 ON1257
 ON1257  VERT ORDER      -  SECOND    CLASS II
 ON1257
 ON1257.The horizontal coordinates were established by autonomous hand held GPS
 ON1257.observations and have an estimated accuracy of +/- 10 meters.
 ON1257.
 ON1257.The orthometric height was determined by differential leveling and
 ON1257.adjusted in June 1991.
 ON1257
 ON1257.Photographs are available for this station.
 ON1257
 ON1257.The dynamic height is computed by dividing the NAVD 88
 ON1257.geopotential number by the normal gravity value computed on the
 ON1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1257.degrees latitude (g = 980.6199 gals.).
 ON1257
 ON1257.The modeled gravity was interpolated from observed gravity values.
 ON1257
 ON1257;                    North         East    Units  Estimated Accuracy
 ON1257;SPC MN S     -   193,695.      961,644.      MT  (+/- 10 meters HH2 GPS)
 ON1257
 ON1257                          SUPERSEDED SURVEY CONTROL
 ON1257
 ON1257.No superseded survey control is available for this station.
 ON1257
 ON1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8118852971(NAD 83)
 ON1257
 ON1257_MARKER: DB = BENCH MARK DISK
 ON1257_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1257_SP_SET: COPPER-CLAD STEEL ROD
 ON1257_STAMPING: 2305 W 1979
 ON1257_MARK LOGO: MNDT  
 ON1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1257
 ON1257  HISTORY     - Date     Condition        Report By
 ON1257  HISTORY     - 1979     MONUMENTED       MNDT
 ON1257
 ON1257                          STATION DESCRIPTION
 ON1257
 ON1257'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1257'10.1 MI ESE FROM CHATFIELD.
 ON1257'THE MARK IS LOCATED 7.9 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 ON1257'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 ON1257'CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 252.45 IN THE NE
 ON1257'1/4 OF SECTION 11, T104N, R10W.  THE MARK IS 97.5 FEET SOUTHEAST OF
 ON1257'THE SOUTHEAST CORNER OF CONCRETE FOUNDATION OF A CORN CRIB, 95.6 FEET
 ON1257'NORTHWEST OF A POWER POLE ON AN EAST-WEST LINE, 33 FEET NORTH OF AND
 ON1257'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 30, 22 FEET EAST OF
 ON1257'THE CENTER OF A FIELD ENTRANCE, 11.6 FEET NORTHEAST OF THE EAST END
 ON1257'OF A 15 INCH METAL CULVERT UNDER THE FIELD ENTRANCE, 1.5 FEET SOUTH
 ON1257'OF A FENCE LINE AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1257'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 W
 ON1257'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 ON1257'FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1258 ***********************************************************************
 ON1258  DESIGNATION -  2305 X
 ON1258  PID         -  ON1258
 ON1258  STATE/COUNTY-  MN/FILLMORE
 ON1258  COUNTRY     -  US
 ON1258  USGS QUAD   -  ARENDAHL (1974)
 ON1258
 ON1258                         *CURRENT SURVEY CONTROL
 ON1258  ______________________________________________________________________
 ON1258* NAD 83(1986) POSITION- 43 49 17.4    (N) 091 59 57.7    (W)   HD_HELD2  
 ON1258* NAVD 88 ORTHO HEIGHT -   346.371  (meters)    1136.39  (feet) ADJUSTED  
 ON1258  ______________________________________________________________________
 ON1258  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 ON1258  DYNAMIC HEIGHT  -        346.305 (meters)     1136.17  (feet) COMP
 ON1258  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 ON1258
 ON1258  VERT ORDER      -  SECOND    CLASS II
 ON1258
 ON1258.The horizontal coordinates were established by autonomous hand held GPS
 ON1258.observations and have an estimated accuracy of +/- 10 meters.
 ON1258.
 ON1258.The orthometric height was determined by differential leveling and
 ON1258.adjusted in June 1991.
 ON1258
 ON1258.Photographs are available for this station.
 ON1258
 ON1258.The dynamic height is computed by dividing the NAVD 88
 ON1258.geopotential number by the normal gravity value computed on the
 ON1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1258.degrees latitude (g = 980.6199 gals.).
 ON1258
 ON1258.The modeled gravity was interpolated from observed gravity values.
 ON1258
 ON1258;                    North         East    Units  Estimated Accuracy
 ON1258;SPC MN S     -   193,249.      960,927.      MT  (+/- 10 meters HH2 GPS)
 ON1258
 ON1258                          SUPERSEDED SURVEY CONTROL
 ON1258
 ON1258.No superseded survey control is available for this station.
 ON1258
 ON1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8046552534(NAD 83)
 ON1258
 ON1258_MARKER: DB = BENCH MARK DISK
 ON1258_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1258_SP_SET: COPPER-CLAD STEEL ROD
 ON1258_STAMPING: 2305 X 1979
 ON1258_MARK LOGO: MNDT  
 ON1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1258
 ON1258  HISTORY     - Date     Condition        Report By
 ON1258  HISTORY     - 1979     MONUMENTED       MNDT
 ON1258
 ON1258                          STATION DESCRIPTION
 ON1258
 ON1258'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON1258'9.7 MI ESE FROM CHATFIELD.
 ON1258'THE MARK IS LOCATED 7.2 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 ON1258'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 ON1258'CHATFIELD AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 251.85 IN THE SE
 ON1258'1/4 OF SECTION 11, T104N, R10W.  THE MARK IS 165 FEET SOUTHEAST OF
 ON1258'THE CENTERLINE OF TRUNK HIGHWAY 30 AT A CURVE, 39 FEET EAST OF THE
 ON1258'CENTER OF A TOWNSHIP ROAD, 24 FEET SOUTH OF THE CENTER OF A DRIVEWAY,
 ON1258'18.4 FEET WEST OF TELEPHONE CABLE PEDESTAL NUMBER 15, 1.3 FEET EAST
 ON1258'OF A POWER POLE AND 0.7 FOOT WEST OF A STEEL WITNESS POST.  THE MARK,
 ON1258'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 X 1979---,
 ON1258'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 17 FOOT LONG
 ON1258'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1517 ***********************************************************************
 OO1517  DESIGNATION -  2305 Y
 OO1517  PID         -  OO1517
 OO1517  STATE/COUNTY-  MN/FILLMORE
 OO1517  COUNTRY     -  US
 OO1517  USGS QUAD   -  PILOT MOUND (1974)
 OO1517
 OO1517                         *CURRENT SURVEY CONTROL
 OO1517  ______________________________________________________________________
 OO1517* NAD 83(1986) POSITION- 43 49 18.4    (N) 092 00 50.0    (W)   HD_HELD2  
 OO1517* NAVD 88 ORTHO HEIGHT -   350.201  (meters)    1148.95  (feet) ADJUSTED  
 OO1517  ______________________________________________________________________
 OO1517  GEOID HEIGHT    -        -30.07  (meters)                     GEOID09
 OO1517  DYNAMIC HEIGHT  -        350.134 (meters)     1148.73  (feet) COMP
 OO1517  MODELED GRAVITY -    980,418.0   (mgal)                       NAVD 88
 OO1517
 OO1517  VERT ORDER      -  SECOND    CLASS II
 OO1517
 OO1517.The horizontal coordinates were established by autonomous hand held GPS
 OO1517.observations and have an estimated accuracy of +/- 10 meters.
 OO1517.
 OO1517.The orthometric height was determined by differential leveling and
 OO1517.adjusted in June 1991.
 OO1517
 OO1517.Photographs are available for this station.
 OO1517
 OO1517.The dynamic height is computed by dividing the NAVD 88
 OO1517.geopotential number by the normal gravity value computed on the
 OO1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1517.degrees latitude (g = 980.6199 gals.).
 OO1517
 OO1517.The modeled gravity was interpolated from observed gravity values.
 OO1517
 OO1517;                    North         East    Units  Estimated Accuracy
 OO1517;SPC MN S     -   193,251.      959,757.      MT  (+/- 10 meters HH2 GPS)
 OO1517
 OO1517                          SUPERSEDED SURVEY CONTROL
 OO1517
 OO1517.No superseded survey control is available for this station.
 OO1517
 OO1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7929752550(NAD 83)
 OO1517
 OO1517_MARKER: DB = BENCH MARK DISK
 OO1517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1517_SP_SET: COPPER-CLAD STEEL ROD
 OO1517_STAMPING: 2305 Y 1979
 OO1517_MARK LOGO: MNDT  
 OO1517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1517
 OO1517  HISTORY     - Date     Condition        Report By
 OO1517  HISTORY     - 1979     MONUMENTED       MNDT
 OO1517
 OO1517                          STATION DESCRIPTION
 OO1517
 OO1517'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1517'9 MI ESE FROM CHATFIELD.
 OO1517'THE MARK IS LOCATED 6.5 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 OO1517'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 OO1517'CHATFIELD OR 0.55 MILE EAST OF THE MONEY CREEK BRIDGE AT PILOT MOUND
 OO1517'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 251.1 IN THE SE 1/4 OF
 OO1517'SECTION 10, T104N, R10W.  THE MARK IS 37.5 FEET NORTH OF AND 2 FEET
 OO1517'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 30, 5.5 FEET EAST OF THE
 OO1517'CENTER OF THE ENTRANCE TO THE PILOT MOUND LUTHERAN CEMETERY, 4.6 FEET
 OO1517'NORTHWEST OF POWER POLE NUMBER 50 A WITH A TRANSFORMER, 1.1 FEET
 OO1517'SOUTH-SOUTHEAST OF THE EAST STEEL GATE POST AT THE SOUTHEAST CORNER
 OO1517'OF THE CEMETERY AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 OO1517'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 Y
 OO1517'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25
 OO1517'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1517'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1519 ***********************************************************************
 OO1519  DESIGNATION -  2305 Z
 OO1519  PID         -  OO1519
 OO1519  STATE/COUNTY-  MN/FILLMORE
 OO1519  COUNTRY     -  US
 OO1519  USGS QUAD   -  PILOT MOUND (1974)
 OO1519
 OO1519                         *CURRENT SURVEY CONTROL
 OO1519  ______________________________________________________________________
 OO1519* NAD 83(1986) POSITION- 43 49 12.4    (N) 092 01 53.9    (W)   HD_HELD2  
 OO1519* NAVD 88 ORTHO HEIGHT -   337.452  (meters)    1107.12  (feet) ADJUSTED  
 OO1519  ______________________________________________________________________
 OO1519  GEOID HEIGHT    -        -30.06  (meters)                     GEOID09
 OO1519  DYNAMIC HEIGHT  -        337.387 (meters)     1106.91  (feet) COMP
 OO1519  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 OO1519
 OO1519  VERT ORDER      -  SECOND    CLASS II
 OO1519
 OO1519.The horizontal coordinates were established by autonomous hand held GPS
 OO1519.observations and have an estimated accuracy of +/- 10 meters.
 OO1519.
 OO1519.The orthometric height was determined by differential leveling and
 OO1519.adjusted in June 1991.
 OO1519
 OO1519.Photographs are available for this station.
 OO1519
 OO1519.The dynamic height is computed by dividing the NAVD 88
 OO1519.geopotential number by the normal gravity value computed on the
 OO1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1519.degrees latitude (g = 980.6199 gals.).
 OO1519
 OO1519.The modeled gravity was interpolated from observed gravity values.
 OO1519
 OO1519;                    North         East    Units  Estimated Accuracy
 OO1519;SPC MN S     -   193,031.      958,334.      MT  (+/- 10 meters HH2 GPS)
 OO1519
 OO1519                          SUPERSEDED SURVEY CONTROL
 OO1519
 OO1519.No superseded survey control is available for this station.
 OO1519
 OO1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7787152348(NAD 83)
 OO1519
 OO1519_MARKER: DB = BENCH MARK DISK
 OO1519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1519_SP_SET: COPPER-CLAD STEEL ROD
 OO1519_STAMPING: 2305 Z 1979
 OO1519_MARK LOGO: MNDT  
 OO1519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1519
 OO1519  HISTORY     - Date     Condition        Report By
 OO1519  HISTORY     - 1979     MONUMENTED       MNDT
 OO1519
 OO1519                          STATION DESCRIPTION
 OO1519
 OO1519'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1519'8.1 MI ESE FROM CHATFIELD.
 OO1519'THE MARK IS LOCATED 5.5 MILES SOUTH AND EAST ALONG TRUNK HIGHWAY 30
 OO1519'FROM ITS JUNCTION WITH TRUNK HIGHWAY 74 ABOUT 4 MILES EAST OF
 OO1519'CHATFIELD OR 0.4 MILE WEST OF THE MONEY CREEK BRIDGE AT PILOT MOUND
 OO1519'AND IS NEAR TRUNK HIGHWAY 30 MILE POINT 250.1 IN THE SE 1/4 OF
 OO1519'SECTION 9, T104N, R10W.  THE MARK IS 42.5 FEET SOUTH OF AND ABOUT
 OO1519'LEVEL WITH THE CENTER LINE OF TRUNK HIGHWAY 30, 41.7 FEET
 OO1519'NORTH-NORTHWEST OF THE EAST STEEL GATE POST AT A FIELD ENTRANCE, 14
 OO1519'FEET SOUTH-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL NUMBERED B-17, 9
 OO1519'FEET EAST-NORTHEAST OF A 24 INCH OAK TREE, 5.6 FEET SOUTHWEST OF A 10
 OO1519'INCH BOX ELDER TREE AND 0.7 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OO1519'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2305 Z
 OO1519'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 15
 OO1519'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1519'LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0703 ***********************************************************************
 ON0703  DESIGNATION -  2306 A
 ON0703  PID         -  ON0703
 ON0703  STATE/COUNTY-  MN/FILLMORE
 ON0703  COUNTRY     -  US
 ON0703  USGS QUAD   -  MABEL (1965)
 ON0703
 ON0703                         *CURRENT SURVEY CONTROL
 ON0703  ______________________________________________________________________
 ON0703* NAD 83(1986) POSITION- 43 31 29.2    (N) 091 46 11.3    (W)   HD_HELD2  
 ON0703* NAVD 88 ORTHO HEIGHT -   340.145  (meters)    1115.96  (feet) ADJUSTED  
 ON0703  ______________________________________________________________________
 ON0703  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 ON0703  DYNAMIC HEIGHT  -        340.080 (meters)     1115.75  (feet) COMP
 ON0703  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 ON0703
 ON0703  VERT ORDER      -  SECOND    CLASS I
 ON0703
 ON0703.The horizontal coordinates were established by autonomous hand held GPS
 ON0703.observations and have an estimated accuracy of +/- 10 meters.
 ON0703.
 ON0703.The orthometric height was determined by differential leveling and
 ON0703.adjusted in June 1991.
 ON0703
 ON0703.Photographs are available for this station.
 ON0703
 ON0703.The dynamic height is computed by dividing the NAVD 88
 ON0703.geopotential number by the normal gravity value computed on the
 ON0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0703.degrees latitude (g = 980.6199 gals.).
 ON0703
 ON0703.The modeled gravity was interpolated from observed gravity values.
 ON0703
 ON0703;                    North         East    Units  Estimated Accuracy
 ON0703;SPC MN S     -   160,770.      980,286.      MT  (+/- 10 meters HH2 GPS)
 ON0703
 ON0703                          SUPERSEDED SURVEY CONTROL
 ON0703
 ON0703.No superseded survey control is available for this station.
 ON0703
 ON0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9941319828(NAD 83)
 ON0703
 ON0703_MARKER: DB = BENCH MARK DISK
 ON0703_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0703_SP_SET: CULVERT HEADWALL
 ON0703_STAMPING: 2306 A 1976
 ON0703_MARK LOGO: MNHD  
 ON0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0703+STABILITY: SURFACE MOTION
 ON0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0703+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 ON0703
 ON0703  HISTORY     - Date     Condition        Report By
 ON0703  HISTORY     - 1976     MONUMENTED       MNDT
 ON0703  HISTORY     - 1984     GOOD             MNDT
 ON0703  HISTORY     - 20051117 GOOD             MNDT
 ON0703
 ON0703                          STATION DESCRIPTION
 ON0703
 ON0703'DESCRIBED BY MN DEPT OF TRANSP 1984
 ON0703'IN MABEL.
 ON0703'THE MARK AS DESCRIBED IN LINE 24250 WAS RECOVERED IN GOOD CONDITION IN
 ON0703'THE TOWN OF MABEL, IN THE NW 1/4 OF SECTION 26, T101N, R8W, NEAR THE
 ON0703'JUNCTION OF TRUNK HIGHWAYS 43 AND 44, 20.5 FEET EAST OF AND ABOUT
 ON0703'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 43, AND 119 FEET NORTH OF
 ON0703'THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD MNDT
 ON0703'VERTICAL CONTROL MONUMENT DISK STAMPED---2306 A 1976---, IS SET FLUSH
 ON0703'IN A DRILL HOLE IN THE SOUTHEAST HEADWALL OF A 31 FOOT LONG BY 10 FOOT
 ON0703'DEEP TRIPLE CONCRETE BOX CULVERT FOR TRUNK HIGHWAY 43 OVER THE
 ON0703'RICEFORD CREEK.
 ON0703
 ON0703                          STATION RECOVERY (2005)
 ON0703
 ON0703'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 ON0703'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0703'THE MARK IS IN MABEL, AT THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON0703'HIGHWAY 44, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 43 TRIPLE BOX
 ON0703'CULVERT AT RICEFORD CREEK, 20.5 FEET (6.2 M) EAST OF TRUNK HIGHWAY 43,
 ON0703'119 FEET (36.3 M) NORTH OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0702 ***********************************************************************
 ON0702  DESIGNATION -  2306 B
 ON0702  PID         -  ON0702
 ON0702  STATE/COUNTY-  MN/FILLMORE
 ON0702  COUNTRY     -  US
 ON0702  USGS QUAD   -  MABEL (1965)
 ON0702
 ON0702                         *CURRENT SURVEY CONTROL
 ON0702  ______________________________________________________________________
 ON0702* NAD 83(1986) POSITION- 43 31 46.4    (N) 091 46 14.6    (W)   HD_HELD2  
 ON0702* NAVD 88 ORTHO HEIGHT -   340.509  (meters)    1117.15  (feet) ADJUSTED  
 ON0702  ______________________________________________________________________
 ON0702  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 ON0702  DYNAMIC HEIGHT  -        340.443 (meters)     1116.94  (feet) COMP
 ON0702  MODELED GRAVITY -    980,415.5   (mgal)                       NAVD 88
 ON0702
 ON0702  VERT ORDER      -  SECOND    CLASS I
 ON0702
 ON0702.The horizontal coordinates were established by autonomous hand held GPS
 ON0702.observations and have an estimated accuracy of +/- 10 meters.
 ON0702.
 ON0702.The orthometric height was determined by differential leveling and
 ON0702.adjusted in June 1991.
 ON0702
 ON0702.Photographs are available for this station.
 ON0702
 ON0702.The dynamic height is computed by dividing the NAVD 88
 ON0702.geopotential number by the normal gravity value computed on the
 ON0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0702.degrees latitude (g = 980.6199 gals.).
 ON0702
 ON0702.The modeled gravity was interpolated from observed gravity values.
 ON0702
 ON0702;                    North         East    Units  Estimated Accuracy
 ON0702;SPC MN S     -   161,299.      980,198.      MT  (+/- 10 meters HH2 GPS)
 ON0702
 ON0702                          SUPERSEDED SURVEY CONTROL
 ON0702
 ON0702.No superseded survey control is available for this station.
 ON0702
 ON0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9933220357(NAD 83)
 ON0702
 ON0702_MARKER: DB = BENCH MARK DISK
 ON0702_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON0702_SP_SET: BOX CULVERT HEADWALL
 ON0702_STAMPING: 2306 B 1976
 ON0702_MARK LOGO: MNHD  
 ON0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0702+STABILITY: SURFACE MOTION
 ON0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0702+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 ON0702
 ON0702  HISTORY     - Date     Condition        Report By
 ON0702  HISTORY     - 1976     MONUMENTED       MNDT
 ON0702  HISTORY     - 1984     GOOD             MNDT
 ON0702  HISTORY     - 20051117 GOOD             MNDT
 ON0702
 ON0702                          STATION DESCRIPTION
 ON0702
 ON0702'DESCRIBED BY MN DEPT OF TRANSP 1984
 ON0702'0.35 MI NORTH FROM MABEL.
 ON0702'THE MARK AS DESCRIBED IN LINE 24250 WAS RECOVERED IN GOOD CONDITION IN
 ON0702'THE NE 1/4 OF SECTION 27, T101N, R8W, ABOUT 0.35 MILE NORTH OF THE
 ON0702'TOWN OF MABEL, 0.3 MILE NORTH ALONG TRUNK HIGHWAY 43 FROM ITS JUNCTION
 ON0702'WITH TRUNK HIGHWAY 44 AT MABEL, 47.8 FEET WEST OF AND ABOUT 1 FOOT
 ON0702'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 43 AT MILEPOINT 0.3, AND 20
 ON0702'FEET SOUTH OF THE CENTER OF COUNTY ROAD 28.  THE MARK, A STANDARD MNDT
 ON0702'VERTICAL CONTROL MONUMENT DISK STAMPED---2306 B 1976---, IS SET FLUSH
 ON0702'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL OF A 6 FOOT LONG
 ON0702'BY 6 FOOT DEEP CONCRETE BOX CULVERT UNDER COUNTY ROAD 28.
 ON0702
 ON0702                          STATION RECOVERY (2005)
 ON0702
 ON0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 ON0702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0701 ***********************************************************************
 ON0701  DESIGNATION -  2306 C
 ON0701  PID         -  ON0701
 ON0701  STATE/COUNTY-  MN/FILLMORE
 ON0701  COUNTRY     -  US
 ON0701  USGS QUAD   -  MABEL (1965)
 ON0701
 ON0701                         *CURRENT SURVEY CONTROL
 ON0701  ______________________________________________________________________
 ON0701* NAD 83(1986) POSITION- 43 32 20.8    (N) 091 46 11.7    (W)   HD_HELD2  
 ON0701* NAVD 88 ORTHO HEIGHT -   348.553  (meters)    1143.54  (feet) ADJUSTED  
 ON0701  ______________________________________________________________________
 ON0701  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 ON0701  DYNAMIC HEIGHT  -        348.486 (meters)     1143.32  (feet) COMP
 ON0701  MODELED GRAVITY -    980,414.6   (mgal)                       NAVD 88
 ON0701
 ON0701  VERT ORDER      -  SECOND    CLASS 0
 ON0701
 ON0701.The horizontal coordinates were established by autonomous hand held GPS
 ON0701.observations and have an estimated accuracy of +/- 10 meters.
 ON0701.
 ON0701.The orthometric height was determined by differential leveling and
 ON0701.adjusted in June 1991.
 ON0701
 ON0701.Photographs are available for this station.
 ON0701
 ON0701.The dynamic height is computed by dividing the NAVD 88
 ON0701.geopotential number by the normal gravity value computed on the
 ON0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0701.degrees latitude (g = 980.6199 gals.).
 ON0701
 ON0701.The modeled gravity was interpolated from observed gravity values.
 ON0701
 ON0701;                    North         East    Units  Estimated Accuracy
 ON0701;SPC MN S     -   162,362.      980,234.      MT  (+/- 10 meters HH2 GPS)
 ON0701
 ON0701                          SUPERSEDED SURVEY CONTROL
 ON0701
 ON0701.No superseded survey control is available for this station.
 ON0701
 ON0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9938121419(NAD 83)
 ON0701
 ON0701_MARKER: DB = BENCH MARK DISK
 ON0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON0701_SP_SET: COPPER-CLAD STEEL ROD
 ON0701_STAMPING: 2306 C 1976
 ON0701_MARK LOGO: MNDT  
 ON0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0701
 ON0701  HISTORY     - Date     Condition        Report By
 ON0701  HISTORY     - 1976     MONUMENTED       MNDT
 ON0701  HISTORY     - 1984     GOOD             MNDT
 ON0701
 ON0701                          STATION DESCRIPTION
 ON0701
 ON0701'DESCRIBED BY MN DEPT OF TRANSP 1984
 ON0701'1 MI NORTH FROM MABEL.
 ON0701'THE MARK AS DESCRIBED IN LINE 24250 WAS RECOVERED IN GOOD CONDITION
 ON0701'ABOUT 1 MILE NORTH OF THE TOWN OF MABEL, IN THE NW 1/4 OF SECTION 23,
 ON0701'T101N, R8W, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 43 FROM ITS JUNCTION
 ON0701'WITH TRUNK HIGHWAY 44 AT MABEL, 68.0 FEET EAST OF AND ABOUT 5 FEET
 ON0701'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 43, 133.0 FEET
 ON0701'NORTH-NORTHEAST OF MILEPOST NUMBER 1, 2.8 FEET WEST OF A NORTH - SOUTH
 ON0701'FENCELINE, 2.8 FEET NORTHWEST OF A POWER POLE, AND 2.2 FEET WEST OF A
 ON0701'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 ON0701'MONUMENT DISK STAMPED---2306 C 1976---, IS CRIMPED TO THE TOP OF A 5/8
 ON0701'INCH DIAMETER BY 33 FOOT LONG COPPER CLAD STEEL ROD DRIVEN TO REFUSAL
 ON0701'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0678 ***********************************************************************
 ON0678  FBN         -  This is a Federal Base Network Control Station.
 ON0678  DESIGNATION -  2306 T
 ON0678  PID         -  ON0678
 ON0678  STATE/COUNTY-  MN/FILLMORE
 ON0678  COUNTRY     -  US
 ON0678  USGS QUAD   -  BRATSBERG (1965)
 ON0678
 ON0678                         *CURRENT SURVEY CONTROL
 ON0678  ______________________________________________________________________
 ON0678* NAD 83(2007) POSITION- 43 41 16.45898(N) 091 46 32.69390(W)   ADJUSTED  
 ON0678* NAD 83(2007) ELLIP HT-   314.651 (meters)        (02/10/07)   ADJUSTED
 ON0678* NAD 83(2007) EPOCH   -  2002.00
 ON0678* NAVD 88 ORTHO HEIGHT -   344.880  (meters)    1131.49  (feet) ADJUSTED  
 ON0678  ______________________________________________________________________
 ON0678  NAD 83(2007) X  -   -143,154.597 (meters)                     COMP
 ON0678  NAD 83(2007) Y  - -4,617,505.667 (meters)                     COMP
 ON0678  NAD 83(2007) Z  -  4,383,299.215 (meters)                     COMP
 ON0678  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC09
 ON0678  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 ON0678  DYNAMIC HEIGHT  -        344.817 (meters)     1131.29  (feet) COMP
 ON0678  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 ON0678
 ON0678  VERT ORDER      -  SECOND    CLASS 0
 ON0678
 ON0678  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 ON0678  Type                                         Horiz  Ellip  Dist(km)
 ON0678  -------------------------------------------------------------------
 ON0678  NETWORK                                       0.35   0.53
 ON0678  -------------------------------------------------------------------
 ON0678  MEDIAN LOCAL ACCURACY AND DIST (107 points)   0.53   0.90    213.51
 ON0678  -------------------------------------------------------------------
 ON0678  NOTE: Click here for information on individual local accuracy
 ON0678  values and other accuracy information.
 ON0678
 ON0678
 ON0678.The horizontal coordinates were established by GPS observations
 ON0678.and adjusted by the National Geodetic Survey in February 2007.
 ON0678
 ON0678.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 ON0678.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 ON0678
 ON0678.The horizontal coordinates are valid at the epoch date displayed above
 ON0678.which is a decimal equivalence of Year/Month/Day.
 ON0678
 ON0678.The orthometric height was determined by differential leveling and
 ON0678.adjusted in June 1991.
 ON0678
 ON0678.Photographs are available for this station.
 ON0678
 ON0678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0678
 ON0678.The Laplace correction was computed from DEFLEC09 derived deflections.
 ON0678
 ON0678.The ellipsoidal height was determined by GPS observations
 ON0678.and is referenced to NAD 83.
 ON0678
 ON0678.The dynamic height is computed by dividing the NAVD 88
 ON0678.geopotential number by the normal gravity value computed on the
 ON0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0678.degrees latitude (g = 980.6199 gals.).
 ON0678
 ON0678.The modeled gravity was interpolated from observed gravity values.
 ON0678
 ON0678. The following values were computed from the NAD 83(2007) position.
 ON0678
 ON0678;                    North         East     Units Scale Factor Converg.
 ON0678;SPC MN S     -   178,875.563   979,313.066   MT  1.00002204   +1 33 32.5
 ON0678;SPC MN S     -   586,860.91  3,212,962.95   sFT  1.00002204   +1 33 32.5
 ON0678;UTM  15      - 4,837,938.284   598,666.690   MT  0.99971974   +0 50 44.5
 ON0678
 ON0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0678!SPC MN S     -   0.99995066  x   1.00002204  =   0.99997270
 ON0678!UTM  15      -   0.99995066  x   0.99971974  =   0.99967042
 ON0678
 ON0678                          SUPERSEDED SURVEY CONTROL
 ON0678
 ON0678  NAD 83(1996)-  43 41 16.45866(N)    091 46 32.69284(W) AD(       ) B
 ON0678  ELLIP H (01/15/97)  314.698  (m)                       GP(       ) 4 1
 ON0678  NAVD 88 (01/15/97)  344.88   (m)         1131.5    (f) LEVELING    3  
 ON0678
 ON0678.Superseded values are not recommended for survey control.
 ON0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0678.See file dsdata.txt to determine how the superseded data were derived.
 ON0678
 ON0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9866637938(NAD 83)
 ON0678
 ON0678_MARKER: DV = VERTICAL CONTROL DISK
 ON0678_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 ON0678+WITH SETTING: INFORMATION.
 ON0678_STAMPING: 2306 T 1976
 ON0678_MARK LOGO: MNHD  
 ON0678_PROJECTION: FLUSH
 ON0678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0678+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 ON0678
 ON0678  HISTORY     - Date     Condition        Report By
 ON0678  HISTORY     - 1976     MONUMENTED       MNHD
 ON0678  HISTORY     - 19950517 GOOD             MNDT
 ON0678  HISTORY     - 200111   GOOD             MNDT
 ON0678  HISTORY     - 20030205 GOOD             MNDT
 ON0678  HISTORY     - 20040708 GOOD             WIDT
 ON0678  HISTORY     - 20040823 GOOD             MNDT
 ON0678  HISTORY     - 20080228 GOOD             MNDT
 ON0678
 ON0678                          STATION DESCRIPTION
 ON0678
 ON0678'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 ON0678'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW TO REACH
 ON0678'FOLLOWS.  TO REACH THE MARK FROM THE JCT OF TH 43 AND TH 16 SOUTH AT
 ON0678'RUSHFORD, GO SOUTH FOR 8.55 MI (13.76 KM) ALONG TH 43 TO TH 43 MP
 ON0678'13.25 AND THE MARK ON THE LEFT.  TO REACH THE MARK FROM THE JCT OF TH
 ON0678'43 AND CO RD 13 IN CHOICE, GO NORTH FOR 2.45 MI (3.94 KM) ON TH 43 TO
 ON0678'TH 43 MP 13.25 AND THE MARK ON THE RIGHT.  RECOVERY NOTE BY DAVID K.
 ON0678'HERDER, TYPED BY M.P.P.
 ON0678
 ON0678                          STATION RECOVERY (2001)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 ON0678'RECOVERED AS DESCRIBED.
 ON0678'
 ON0678
 ON0678                          STATION RECOVERY (2003)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DBH)
 ON0678'RECOVERED AS DESCRIBED.
 ON0678'
 ON0678
 ON0678                          STATION RECOVERY (2004)
 ON0678
 ON0678'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (DJH)
 ON0678'---NOTE---ADD THE STATION IS 20 M SOUTHEAST OF THE CENTERLINE OF
 ON0678'MINNESOTA STATE HIGHWAY  43, 61 M SOUTH-SOUTHWEST OF A WHITE MAILBOX
 ON0678'POST, 6 M WEST OF A FIELD ENTRANCE, 1.1 M  WEST-NORTHWEST OF A WHITE
 ON0678'BENCHMARK SIGN POST, AND 1 M WEST OF A YELLOW HARN  STATION SIGN POST.
 ON0678
 ON0678                          STATION RECOVERY (2004)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 ON0678'8.55 MILES SOUTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 ON0678'HIGHWAY 43 AT RUSHFORD, 2.45 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY
 ON0678'43 AND COUNTY ROAD 13 AT CHOICE, AT TRUNK HIGHWAY 43 MILEPOINT 13.25,
 ON0678'67 FEET SOUTHEAST OF TRUNK HIGHWAY 43, 17.5 FEET WEST OF FARM DRIVE
 ON0678'SOUTH, 17.5 FEET SOUTH OF WOOD FENCE CORNER, 2.9 FEET EAST OF FENCE,
 ON0678'2.3 FEET EAST OF WITNESS POST.
 ON0678
 ON0678                          STATION RECOVERY (2008)
 ON0678
 ON0678'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DLS)
 ON0678'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0678'THE MARK IS 8.4 MILES SOUTH OF RUSHFORD, 8.3 MILES SOUTH ON TRUNK
 ON0678'HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43,
 ON0678'2.45 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 43 AND COUNTY ROAD 13 AT
 ON0678'CHOICE, AT TRUNK HIGHWAY 43 MILEPOINT 13.25, 67 FEET SOUTHEAST OF
 ON0678'TRUNK HIGHWAY 43, 17.5 FEET WEST OF FARM DRIVE SOUTH (23098), 17.5
 ON0678'FEET SOUTH OF WOOD FENCE CORNER, 4.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0656 ***********************************************************************
 ON0656  DESIGNATION -  2307 A 1
 ON0656  PID         -  ON0656
 ON0656  STATE/COUNTY-  MN/FILLMORE
 ON0656  COUNTRY     -  US
 ON0656  USGS QUAD   -  RUSHFORD EAST (1980)
 ON0656
 ON0656                         *CURRENT SURVEY CONTROL
 ON0656  ______________________________________________________________________
 ON0656* NAD 83(1986) POSITION- 43 48 33.0    (N) 091 44 57.4    (W)   HD_HELD2  
 ON0656* NAVD 88 ORTHO HEIGHT -   224.454  (meters)     736.40  (feet) ADJUSTED  
 ON0656  ______________________________________________________________________
 ON0656  GEOID HEIGHT    -        -30.32  (meters)                     GEOID09
 ON0656  DYNAMIC HEIGHT  -        224.418 (meters)      736.28  (feet) COMP
 ON0656  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 ON0656
 ON0656  VERT ORDER      -  SECOND    CLASS I
 ON0656
 ON0656.The horizontal coordinates were established by autonomous hand held GPS
 ON0656.observations and have an estimated accuracy of +/- 10 meters.
 ON0656.
 ON0656.The orthometric height was determined by differential leveling and
 ON0656.adjusted in May 2009.
 ON0656
 ON0656.Photographs are available for this station.
 ON0656
 ON0656.The dynamic height is computed by dividing the NAVD 88
 ON0656.geopotential number by the normal gravity value computed on the
 ON0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0656.degrees latitude (g = 980.6199 gals.).
 ON0656
 ON0656.The modeled gravity was interpolated from observed gravity values.
 ON0656
 ON0656;                    North         East    Units  Estimated Accuracy
 ON0656;SPC MN S     -   192,402.      981,076.      MT  (+/- 10 meters HH2 GPS)
 ON0656
 ON0656                          SUPERSEDED SURVEY CONTROL
 ON0656
 ON0656  NAVD 88 (06/15/91)  224.450  (m)          736.38   (f) SUPERSEDED  2 0
 ON0656
 ON0656.Superseded values are not recommended for survey control.
 ON0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0656.See file dsdata.txt to determine how the superseded data were derived.
 ON0656
 ON0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0059651437(NAD 83)
 ON0656
 ON0656_MARKER: DB = BENCH MARK DISK
 ON0656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ON0656_SP_SET: BRIDGE ABUTMENT
 ON0656_STAMPING: 2307 A 1 1977
 ON0656_MARK LOGO: MNHD  
 ON0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0656+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2010
 ON0656
 ON0656  HISTORY     - Date     Condition        Report By
 ON0656  HISTORY     - 1977     MONUMENTED       MNHD
 ON0656  HISTORY     - 1979     GOOD             MNDT
 ON0656  HISTORY     - 20060719 GOOD             MNDT
 ON0656  HISTORY     - 20101014 GOOD             WOOLPT
 ON0656
 ON0656                          STATION DESCRIPTION
 ON0656
 ON0656'DESCRIBED BY MN DEPT OF TRANSP 1979
 ON0656'IN RUSHFORD.
 ON0656'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 ON0656'24250 AND IS LOCATED 0.3 MILE NORTH ALONG TRUNK HIGHWAY 43 FROM ITS
 ON0656'NORTH JUNCTION WITH TRUNK HIGHWAY 16 IN RUSHFORD, THENCE 0.2 MILE
 ON0656'EAST ALONG PARK STREET WHICH IS COUNTY ROAD 27 TO A POINT IN THE NW
 ON0656'1/4 OF SECTION 13, T104N, R8W.  THE MARK IS 20.5 SOUTH OF AND ABOUT
 ON0656'LEVEL WITH THE CENTER OF PARK STREET IN THE ABUTMENT IN THE SOUTHEAST
 ON0656'CORNER OF BRIDGE NUMBER 23511 OVER RUSH CREEK.  THE MARK, A STANDARD
 ON0656'MNHD BENCH MARK DISK STAMPED---2307 A 1 1977---, IS SET IN THE
 ON0656'ABUTMENT.
 ON0656
 ON0656                          STATION RECOVERY (2006)
 ON0656
 ON0656'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON0656'IN RUSHFORD, 0.2 MI (0.3 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 43
 ON0656'AND COUNTY ROAD 27 (PARK STREET), IN SOUTHEAST CORNER OF COUNTY ROAD
 ON0656'27 BRIDGE 23511 OVER RUSH CREEK, 20.5 FT (6.2 M) SOUTH OF COUNTY ROAD
 ON0656'27.
 ON0656
 ON0656                          STATION RECOVERY (2010)
 ON0656
 ON0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 ON0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7666 ***********************************************************************
 DK7666  DESIGNATION -  2307 B
 DK7666  PID         -  DK7666
 DK7666  STATE/COUNTY-  MN/FILLMORE
 DK7666  COUNTRY     -  US
 DK7666  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7666
 DK7666                         *CURRENT SURVEY CONTROL
 DK7666  ______________________________________________________________________
 DK7666* NAD 83(1986) POSITION- 43 49 23.6    (N) 091 45 36.5    (W)   HD_HELD2  
 DK7666* NAVD 88 ORTHO HEIGHT -   241.566  (meters)     792.54  (feet) ADJUSTED  
 DK7666  ______________________________________________________________________
 DK7666  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 DK7666  DYNAMIC HEIGHT  -        241.525 (meters)      792.40  (feet) COMP
 DK7666  MODELED GRAVITY -    980,445.2   (mgal)                       NAVD 88
 DK7666
 DK7666  VERT ORDER      -  SECOND    CLASS I
 DK7666
 DK7666.The horizontal coordinates were established by autonomous hand held GPS
 DK7666.observations and have an estimated accuracy of +/- 10 meters.
 DK7666.
 DK7666.The orthometric height was determined by differential leveling and
 DK7666.adjusted in May 2009.
 DK7666
 DK7666.The dynamic height is computed by dividing the NAVD 88
 DK7666.geopotential number by the normal gravity value computed on the
 DK7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7666.degrees latitude (g = 980.6199 gals.).
 DK7666
 DK7666.The modeled gravity was interpolated from observed gravity values.
 DK7666
 DK7666;                    North         East    Units  Estimated Accuracy
 DK7666;SPC MN S     -   193,939.      980,159.      MT  (+/- 10 meters HH2 GPS)
 DK7666
 DK7666                          SUPERSEDED SURVEY CONTROL
 DK7666
 DK7666.No superseded survey control is available for this station.
 DK7666
 DK7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9969952985(NAD 83)
 DK7666
 DK7666_MARKER: DB = BENCH MARK DISK
 DK7666_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK7666_STAMPING: 2307 B 1972
 DK7666_MARK LOGO: MNHD  
 DK7666_PROJECTION: FLUSH
 DK7666_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7666+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DK7666
 DK7666  HISTORY     - Date     Condition        Report By
 DK7666  HISTORY     - 1972     MONUMENTED       MNHD
 DK7666  HISTORY     - 20060725 GOOD             MNDT
 DK7666
 DK7666                          STATION DESCRIPTION
 DK7666
 DK7666'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK7666'1.0 MI (1.6 KM) NORTH OF RUSHFORD, 1.2 MI (1.9 KM) NORTH ALONG TRUNK
 DK7666'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7666'IN RUSHFORD, AT TRUNK HIGHWAY MILE POINT 23.60, AT NORTHEAST CORNER OF
 DK7666'NORTHERN NATURAL GAS COMPANY, AT TRUNK HIGHWAY 43 STATION 75+50, 58.0
 DK7666'FT (17.7 M) SOUTHEAST OF ENTRANCE, 53.0 FT (16.2 M) SOUTHWEST OF TRUNK
 DK7666'HIGHWAY 43.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7698 ***********************************************************************
 DK7698  DESIGNATION -  2307 B 1
 DK7698  PID         -  DK7698
 DK7698  STATE/COUNTY-  MN/FILLMORE
 DK7698  COUNTRY     -  US
 DK7698  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7698
 DK7698                         *CURRENT SURVEY CONTROL
 DK7698  ______________________________________________________________________
 DK7698* NAD 83(1986) POSITION- 43 49 21.5    (N) 091 45 46.4    (W)   HD_HELD2  
 DK7698* NAVD 88 ORTHO HEIGHT -   243.615  (meters)     799.26  (feet) ADJUSTED  
 DK7698  ______________________________________________________________________
 DK7698  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 DK7698  DYNAMIC HEIGHT  -        243.574 (meters)      799.13  (feet) COMP
 DK7698  MODELED GRAVITY -    980,445.1   (mgal)                       NAVD 88
 DK7698
 DK7698  VERT ORDER      -  SECOND    CLASS I
 DK7698
 DK7698.The horizontal coordinates were established by autonomous hand held GPS
 DK7698.observations and have an estimated accuracy of +/- 10 meters.
 DK7698.
 DK7698.The orthometric height was determined by differential leveling and
 DK7698.adjusted in May 2009.
 DK7698
 DK7698.The dynamic height is computed by dividing the NAVD 88
 DK7698.geopotential number by the normal gravity value computed on the
 DK7698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7698.degrees latitude (g = 980.6199 gals.).
 DK7698
 DK7698.The modeled gravity was interpolated from observed gravity values.
 DK7698
 DK7698;                    North         East    Units  Estimated Accuracy
 DK7698;SPC MN S     -   193,868.      979,940.      MT  (+/- 10 meters HH2 GPS)
 DK7698
 DK7698                          SUPERSEDED SURVEY CONTROL
 DK7698
 DK7698.No superseded survey control is available for this station.
 DK7698
 DK7698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9947952917(NAD 83)
 DK7698
 DK7698_MARKER: DD = SURVEY DISK
 DK7698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK7698+WITH SETTING: PAVEMENT
 DK7698_SP_SET: ANTENNA TOWER BASE
 DK7698_STAMPING: 2307 B 1 2006
 DK7698_MARK LOGO: MNDT  
 DK7698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7698+STABILITY: SURFACE MOTION
 DK7698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7698+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DK7698
 DK7698  HISTORY     - Date     Condition        Report By
 DK7698  HISTORY     - 20060725 MONUMENTED       MNDT
 DK7698
 DK7698                          STATION DESCRIPTION
 DK7698
 DK7698'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7698'1.0 MI (1.6 KM) NORTH OF RUSHFORD, IN CONCRETE ANTENNA PAD IN
 DK7698'SOUTHWEST CORNER OF RADIO ANTENNA PAD AT TRUCK SHOP IN RUSHFORD, 1.35
 DK7698'MI (2.2 KM) NORTH ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK
 DK7698'HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, TO TRUNK HIGHWAY 43 MILE
 DK7698'POINT 23.75, THEN 0.2 MI (0.3 KM) SOUTHEAST ON ENTERPRISE DRIVE,
 DK7698' 
 DK7698'67.0 FT (20.4 M) EAST OF ENTERPRISE ROAD, 9.7 FT (3.0 M) SOUTH OF THE
 DK7698'SOUTHWEST CORNER OF TRUCK STATION, 4.5 FT (1.4 M) SOUTHWEST OF SOUTH
 DK7698'LEG OF ANTENNA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7667 ***********************************************************************
 DK7667  DESIGNATION -  2307 C
 DK7667  PID         -  DK7667
 DK7667  STATE/COUNTY-  MN/FILLMORE
 DK7667  COUNTRY     -  US
 DK7667  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7667
 DK7667                         *CURRENT SURVEY CONTROL
 DK7667  ______________________________________________________________________
 DK7667* NAD 83(1986) POSITION- 43 49 55.5    (N) 091 45 57.8    (W)   HD_HELD2  
 DK7667* NAVD 88 ORTHO HEIGHT -   254.987  (meters)     836.57  (feet) ADJUSTED  
 DK7667  ______________________________________________________________________
 DK7667  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 DK7667  DYNAMIC HEIGHT  -        254.944 (meters)      836.43  (feet) COMP
 DK7667  MODELED GRAVITY -    980,441.5   (mgal)                       NAVD 88
 DK7667
 DK7667  VERT ORDER      -  SECOND    CLASS I
 DK7667
 DK7667.The horizontal coordinates were established by autonomous hand held GPS
 DK7667.observations and have an estimated accuracy of +/- 10 meters.
 DK7667.
 DK7667.The orthometric height was determined by differential leveling and
 DK7667.adjusted in May 2009.
 DK7667
 DK7667.The dynamic height is computed by dividing the NAVD 88
 DK7667.geopotential number by the normal gravity value computed on the
 DK7667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7667.degrees latitude (g = 980.6199 gals.).
 DK7667
 DK7667.The modeled gravity was interpolated from observed gravity values.
 DK7667
 DK7667;                    North         East    Units  Estimated Accuracy
 DK7667;SPC MN S     -   194,910.      979,657.      MT  (+/- 10 meters HH2 GPS)
 DK7667
 DK7667                          SUPERSEDED SURVEY CONTROL
 DK7667
 DK7667.No superseded survey control is available for this station.
 DK7667
 DK7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9920953962(NAD 83)
 DK7667
 DK7667_MARKER: DB = BENCH MARK DISK
 DK7667_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DK7667_STAMPING: 2307-C 1972
 DK7667_MARK LOGO: MNHD  
 DK7667_PROJECTION: PROJECTING 5 CENTIMETERS
 DK7667_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7667+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DK7667
 DK7667  HISTORY     - Date     Condition        Report By
 DK7667  HISTORY     - 1972     MONUMENTED       MNHD
 DK7667  HISTORY     - 20060719 GOOD             MNDT
 DK7667
 DK7667                          STATION DESCRIPTION
 DK7667
 DK7667'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK7667'2.0 MI (3.2 KM) NORTH OF RUSHFORD, 1.85 MI (3.0 KM) NORTH ALONG TRUNK
 DK7667'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7667'IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 24.35, AT SOUTHEAST CORNER
 DK7667'OF SAINT JOE CEMETERY, AT TRUNK HIGHWAY 43 STATION 108+00, 62.0 FT
 DK7667'(18.9 M) NORTHWEST OF TRUNK HIGHWAY 43, 30.0 FT (9.1 M) NORTH OF
 DK7667'TOWNSHIP ROAD 6, 1.4 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7668 ***********************************************************************
 DK7668  DESIGNATION -  2307 D
 DK7668  PID         -  DK7668
 DK7668  STATE/COUNTY-  MN/FILLMORE
 DK7668  COUNTRY     -  US
 DK7668  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7668
 DK7668                         *CURRENT SURVEY CONTROL
 DK7668  ______________________________________________________________________
 DK7668* NAD 83(1986) POSITION- 43 50 21.1    (N) 091 45 17.4    (W)   HD_HELD2  
 DK7668* NAVD 88 ORTHO HEIGHT -   275.659  (meters)     904.39  (feet) ADJUSTED  
 DK7668  ______________________________________________________________________
 DK7668  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 DK7668  DYNAMIC HEIGHT  -        275.612 (meters)      904.24  (feet) COMP
 DK7668  MODELED GRAVITY -    980,439.2   (mgal)                       NAVD 88
 DK7668
 DK7668  VERT ORDER      -  SECOND    CLASS I
 DK7668
 DK7668.The horizontal coordinates were established by autonomous hand held GPS
 DK7668.observations and have an estimated accuracy of +/- 10 meters.
 DK7668.
 DK7668.The orthometric height was determined by differential leveling and
 DK7668.adjusted in May 2009.
 DK7668
 DK7668.The dynamic height is computed by dividing the NAVD 88
 DK7668.geopotential number by the normal gravity value computed on the
 DK7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7668.degrees latitude (g = 980.6199 gals.).
 DK7668
 DK7668.The modeled gravity was interpolated from observed gravity values.
 DK7668
 DK7668;                    North         East    Units  Estimated Accuracy
 DK7668;SPC MN S     -   195,725.      980,537.      MT  (+/- 10 meters HH2 GPS)
 DK7668
 DK7668                          SUPERSEDED SURVEY CONTROL
 DK7668
 DK7668.No superseded survey control is available for this station.
 DK7668
 DK7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0009954766(NAD 83)
 DK7668
 DK7668_MARKER: DD = SURVEY DISK
 DK7668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7668_STAMPING: 2307 D 2006
 DK7668_MARK LOGO: MNDT  
 DK7668_PROJECTION: FLUSH
 DK7668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7668+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DK7668_ROD/PIPE-DEPTH:  4.6 meters
 DK7668
 DK7668  HISTORY     - Date     Condition        Report By
 DK7668  HISTORY     - 20061108 MONUMENTED       MNDT
 DK7668
 DK7668                          STATION DESCRIPTION
 DK7668
 DK7668'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7668'2.5 MI (4.0 KM) NORTH OF RUSHFORD, 2.7 MI (4.3 KM) NORTHERLY ALONG
 DK7668'TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 DK7668'HIGHWAY 30 IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 25.10, 46.0 FT
 DK7668'(14.0 M) SOUTH-SOUTHEAST OF DRIVEWAY NUMBER 33594, 42.0 FT (12.8 M)
 DK7668'SOUTHEAST OF TRUNK HIGHWAY 43, 9.7 FT (3.0 M) NORTHWEST OF A WITNESS
 DK7668'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7669 ***********************************************************************
 DK7669  DESIGNATION -  2307 E
 DK7669  PID         -  DK7669
 DK7669  STATE/COUNTY-  MN/FILLMORE
 DK7669  COUNTRY     -  US
 DK7669  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7669
 DK7669                         *CURRENT SURVEY CONTROL
 DK7669  ______________________________________________________________________
 DK7669* NAD 83(1986) POSITION- 43 50 08.4    (N) 091 45 38.3    (W)   HD_HELD2  
 DK7669* NAVD 88 ORTHO HEIGHT -   246.830  (meters)     809.81  (feet) ADJUSTED  
 DK7669  ______________________________________________________________________
 DK7669  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 DK7669  DYNAMIC HEIGHT  -        246.788 (meters)      809.67  (feet) COMP
 DK7669  MODELED GRAVITY -    980,440.5   (mgal)                       NAVD 88
 DK7669
 DK7669  VERT ORDER      -  SECOND    CLASS I
 DK7669
 DK7669.The horizontal coordinates were established by autonomous hand held GPS
 DK7669.observations and have an estimated accuracy of +/- 10 meters.
 DK7669.
 DK7669.The orthometric height was determined by differential leveling and
 DK7669.adjusted in May 2009.
 DK7669
 DK7669.The dynamic height is computed by dividing the NAVD 88
 DK7669.geopotential number by the normal gravity value computed on the
 DK7669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7669.degrees latitude (g = 980.6199 gals.).
 DK7669
 DK7669.The modeled gravity was interpolated from observed gravity values.
 DK7669
 DK7669;                    North         East    Units  Estimated Accuracy
 DK7669;SPC MN S     -   195,320.      980,081.      MT  (+/- 10 meters HH2 GPS)
 DK7669
 DK7669                          SUPERSEDED SURVEY CONTROL
 DK7669
 DK7669.No superseded survey control is available for this station.
 DK7669
 DK7669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9963854367(NAD 83)
 DK7669
 DK7669_MARKER: DB = BENCH MARK DISK
 DK7669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7669_SP_SET: BRIDGE ABUTMENT
 DK7669_STAMPING: 2307 E 2006
 DK7669_MARK LOGO: MNDT  
 DK7669_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7669+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 DK7669
 DK7669  HISTORY     - Date     Condition        Report By
 DK7669  HISTORY     - 20060719 MONUMENTED       MNDT
 DK7669
 DK7669                          STATION DESCRIPTION
 DK7669
 DK7669'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7669'2.0 MI (3.2 KM) NORTH OF RUSHFORD, IN BRIDGE ABUTMENT IN NORTHEAST
 DK7669'CORNER OF TRUNK HIGHWAY 43 BRIDGE NUMBER 23016 OVER CREEK, 2.3 MI (3.7
 DK7669'KM) NORTHERLY ALONG TRUNK HIGHWAY 43 FROM THE JUNCTION OF TRUNK
 DK7669'HIGHWAY 43 AND TRUNK HIGHWAY 30 IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE
 DK7669'POINT 24.70, 28.0 FT (8.5 M) SOUTHEAST OF TRUNK HIGHWAY 43, 1.7 FT
 DK7669'(0.5 M) SOUTHEAST OF THE NORTHEAST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7670 ***********************************************************************
 DK7670  DESIGNATION -  2307 F
 DK7670  PID         -  DK7670
 DK7670  STATE/COUNTY-  MN/FILLMORE
 DK7670  COUNTRY     -  US
 DK7670  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7670
 DK7670                         *CURRENT SURVEY CONTROL
 DK7670  ______________________________________________________________________
 DK7670* NAD 83(1986) POSITION- 43 48 51.8    (N) 091 45 11.2    (W)   HD_HELD2  
 DK7670* NAVD 88 ORTHO HEIGHT -   225.287  (meters)     739.13  (feet) ADJUSTED  
 DK7670  ______________________________________________________________________
 DK7670  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 DK7670  DYNAMIC HEIGHT  -        225.250 (meters)      739.01  (feet) COMP
 DK7670  MODELED GRAVITY -    980,449.1   (mgal)                       NAVD 88
 DK7670
 DK7670  VERT ORDER      -  SECOND    CLASS I
 DK7670
 DK7670.The horizontal coordinates were established by autonomous hand held GPS
 DK7670.observations and have an estimated accuracy of +/- 10 meters.
 DK7670.
 DK7670.The orthometric height was determined by differential leveling and
 DK7670.adjusted in May 2009.
 DK7670
 DK7670.The dynamic height is computed by dividing the NAVD 88
 DK7670.geopotential number by the normal gravity value computed on the
 DK7670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7670.degrees latitude (g = 980.6199 gals.).
 DK7670
 DK7670.The modeled gravity was interpolated from observed gravity values.
 DK7670
 DK7670;                    North         East    Units  Estimated Accuracy
 DK7670;SPC MN S     -   192,974.      980,751.      MT  (+/- 10 meters HH2 GPS)
 DK7670
 DK7670                          SUPERSEDED SURVEY CONTROL
 DK7670
 DK7670.No superseded survey control is available for this station.
 DK7670
 DK7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0027952013(NAD 83)
 DK7670
 DK7670_MARKER: DD = SURVEY DISK
 DK7670_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7670_SP_SET: BRIDGE WALKWAY
 DK7670_STAMPING: 2307 F 2006
 DK7670_MARK LOGO: MNDT  
 DK7670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7670+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DK7670
 DK7670  HISTORY     - Date     Condition        Report By
 DK7670  HISTORY     - 20060820 MONUMENTED       MNDT
 DK7670
 DK7670                          STATION DESCRIPTION
 DK7670
 DK7670'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7670'IN RUSHFORD, IN BRIDGE WALK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 43
 DK7670'BRIDGE NUMBER 23022 OVER CREEK, 0.4 MI (0.6 KM) NORTH ALONG TRUNK
 DK7670'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7670'IN RUSHFORD, AT TRUNK HIGHWAY 43 MILE POINT 22.80, 28.0 FT (8.5 M)
 DK7670'EAST OF TRUNK HIGHWAY 43.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7671 ***********************************************************************
 DK7671  DESIGNATION -  2307 G
 DK7671  PID         -  DK7671
 DK7671  STATE/COUNTY-  MN/FILLMORE
 DK7671  COUNTRY     -  US
 DK7671  USGS QUAD   -  RUSHFORD WEST (1974)
 DK7671
 DK7671                         *CURRENT SURVEY CONTROL
 DK7671  ______________________________________________________________________
 DK7671* NAD 83(1986) POSITION- 43 50 07.7    (N) 091 45 40.4    (W)   HD_HELD2  
 DK7671* NAVD 88 ORTHO HEIGHT -   245.846  (meters)     806.58  (feet) ADJUSTED  
 DK7671  ______________________________________________________________________
 DK7671  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 DK7671  DYNAMIC HEIGHT  -        245.803 (meters)      806.44  (feet) COMP
 DK7671  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DK7671
 DK7671  VERT ORDER      -  SECOND    CLASS I
 DK7671
 DK7671.The horizontal coordinates were established by autonomous hand held GPS
 DK7671.observations and have an estimated accuracy of +/- 10 meters.
 DK7671.
 DK7671.The orthometric height was determined by differential leveling and
 DK7671.adjusted in May 2009.
 DK7671
 DK7671.The dynamic height is computed by dividing the NAVD 88
 DK7671.geopotential number by the normal gravity value computed on the
 DK7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7671.degrees latitude (g = 980.6199 gals.).
 DK7671
 DK7671.The modeled gravity was interpolated from observed gravity values.
 DK7671
 DK7671;                    North         East    Units  Estimated Accuracy
 DK7671;SPC MN S     -   195,297.      980,035.      MT  (+/- 10 meters HH2 GPS)
 DK7671
 DK7671                          SUPERSEDED SURVEY CONTROL
 DK7671
 DK7671.No superseded survey control is available for this station.
 DK7671
 DK7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9959254345(NAD 83)
 DK7671
 DK7671_MARKER: DD = SURVEY DISK
 DK7671_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7671_SP_SET: BRIDGE RAILING
 DK7671_STAMPING: 2307 G 2006
 DK7671_MARK LOGO: MNDT  
 DK7671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7671+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 DK7671
 DK7671  HISTORY     - Date     Condition        Report By
 DK7671  HISTORY     - 20060820 MONUMENTED       MNDT
 DK7671
 DK7671                          STATION DESCRIPTION
 DK7671
 DK7671'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7671'2.0 MI (3.2 KM) NORTH OF RUSHFORD, IN SOUTHEAST CORNER OF TRUNK
 DK7671'HIGHWAY 43 BRIDGE NUMBER 23016, 2.3 MI (3.7 KM) NORTH ALONG TRUNK
 DK7671'HIGHWAY 43 FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK HIGHWAY 30
 DK7671'IN RUSHFORD, TO TRUNK HIGHWAY 43 MILE POINT 24.65, 23.4 FT (7.1 M)
 DK7671'SOUTHEAST OF TRUNK HIGHWAY 43.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1216 ***********************************************************************
 ON1216  DESIGNATION -  2308 A
 ON1216  PID         -  ON1216
 ON1216  STATE/COUNTY-  MN/FILLMORE
 ON1216  COUNTRY     -  US
 ON1216  USGS QUAD   -  MABEL (1965)
 ON1216
 ON1216                         *CURRENT SURVEY CONTROL
 ON1216  ______________________________________________________________________
 ON1216* NAD 83(1986) POSITION- 43 30 54.7    (N) 091 52 05.1    (W)   HD_HELD2  
 ON1216* NAVD 88 ORTHO HEIGHT -   403.777  (meters)    1324.73  (feet) ADJUSTED  
 ON1216  ______________________________________________________________________
 ON1216  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1216  DYNAMIC HEIGHT  -        403.691 (meters)     1324.44  (feet) COMP
 ON1216  MODELED GRAVITY -    980,393.4   (mgal)                       NAVD 88
 ON1216
 ON1216  VERT ORDER      -  SECOND    CLASS I
 ON1216
 ON1216.The horizontal coordinates were scaled from a topographic map and have
 ON1216.an estimated accuracy of +/- 6 seconds.
 ON1216.
 ON1216.The orthometric height was determined by differential leveling and
 ON1216.adjusted in June 1991.
 ON1216
 ON1216.Photographs are available for this station.
 ON1216
 ON1216.The dynamic height is computed by dividing the NAVD 88
 ON1216.geopotential number by the normal gravity value computed on the
 ON1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1216.degrees latitude (g = 980.6199 gals.).
 ON1216
 ON1216.The modeled gravity was interpolated from observed gravity values.
 ON1216
 ON1216;                    North         East    Units  Estimated Accuracy
 ON1216;SPC MN S     -   159,494.      972,371.      MT  (+/- 10 meters HH2 GPS)
 ON1216
 ON1216                          SUPERSEDED SURVEY CONTROL
 ON1216
 ON1216.No superseded survey control is available for this station.
 ON1216
 ON1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9148618651(NAD 83)
 ON1216
 ON1216_MARKER: DV = VERTICAL CONTROL DISK
 ON1216_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ON1216_SP_SET: COPPER-CLAD STEEL ROD
 ON1216_STAMPING: 2308 A 1981
 ON1216_MARK LOGO: MNDT  
 ON1216_PROJECTION: FLUSH
 ON1216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON1216+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 ON1216
 ON1216  HISTORY     - Date     Condition        Report By
 ON1216  HISTORY     - 1981     MONUMENTED       MNDT
 ON1216  HISTORY     - 20071003 GOOD             MNDT
 ON1216
 ON1216                          STATION DESCRIPTION
 ON1216
 ON1216'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1216'0.3 MI NORTH FROM PROSPER.
 ON1216'THE MARK IS LOCATED ABOUT 1/4 MILE NORTH OF THE TOWN OF PROSPER, IN
 ON1216'THE SW 1/4 OF SECTION 25, T101N, R9W, 0.3 MILE NORTH ALONG TRUNK
 ON1216'HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 113 AT PROSPER OR 5.0
 ON1216'MILES WEST ALONG TRUNK HIGHWAY 52 FROM MABEL, AT THE SOUTHWEST CORNER
 ON1216'OF THE PROSPER CEMETERY, 400 FEET EAST OF THE CENTERLINE OF TRUNK
 ON1216'HIGHWAY 52, 74.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 44, 11
 ON1216'FEET SOUTHWEST OF THE CENTER OF SEVEN CEDAR TREES, 2.0 FEET SOUTH OF A
 ON1216'WOOD END FENCE POST, AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 ON1216'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1216'STAMPED---2308 A 1981---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 ON1216'13 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE
 ON1216'SURFACE OF THE GROUND.
 ON1216
 ON1216                          STATION RECOVERY (2007)
 ON1216
 ON1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1216'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF
 ON1216'HARMONY, 5.0 MI (8.0 KM) WEST OF MABEL, 3.3 MI (5.3 KM) EAST-SOUTHEAST
 ON1216'OF CANTON AND 0.25 MI (0.4 KM) NORTH OF PROSPER.  FROM THE JUNCTION OF
 ON1216'US 52 AND TRUNK HIGHWAY 44 GO EAST 435 FT (132.6 M) TO TRUNK HIGHWAY
 ON1216'44 MILE POINT 30.0, THE STATION IS FOUND AT THE SOUTHWEST CORNER OF
 ON1216'PROSPER CEMETERY, 74.0 FT (22.6 M) NORTH OF TRUNK HIGHWAY 44, 2.0 FT
 ON1216'(0.6 M) SOUTH OF A FENCE POST, 0.8 FT (0.2 M) SOUTH OF ITS WITNESS
 ON1216'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1214 ***********************************************************************
 ON1214  DESIGNATION -  2308 B
 ON1214  PID         -  ON1214
 ON1214  STATE/COUNTY-  MN/FILLMORE
 ON1214  COUNTRY     -  US
 ON1214  USGS QUAD   -  MABEL (1965)
 ON1214
 ON1214                         *CURRENT SURVEY CONTROL
 ON1214  ______________________________________________________________________
 ON1214* NAD 83(1986) POSITION- 43 30 54.1    (N) 091 51 32.8    (W)   HD_HELD2  
 ON1214* NAVD 88 ORTHO HEIGHT -   386.210  (meters)    1267.09  (feet) ADJUSTED  
 ON1214  ______________________________________________________________________
 ON1214  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1214  DYNAMIC HEIGHT  -        386.127 (meters)     1266.82  (feet) COMP
 ON1214  MODELED GRAVITY -    980,394.1   (mgal)                       NAVD 88
 ON1214
 ON1214  VERT ORDER      -  SECOND    CLASS I
 ON1214
 ON1214.The horizontal coordinates were established by autonomous hand held GPS
 ON1214.observations and have an estimated accuracy of +/- 10 meters.
 ON1214.
 ON1214.The orthometric height was determined by differential leveling and
 ON1214.adjusted in June 1991.
 ON1214
 ON1214.Photographs are available for this station.
 ON1214
 ON1214.The dynamic height is computed by dividing the NAVD 88
 ON1214.geopotential number by the normal gravity value computed on the
 ON1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1214.degrees latitude (g = 980.6199 gals.).
 ON1214
 ON1214.The modeled gravity was interpolated from observed gravity values.
 ON1214
 ON1214;                    North         East    Units  Estimated Accuracy
 ON1214;SPC MN S     -   159,494.      973,097.      MT  (+/- 10 meters HH2 GPS)
 ON1214
 ON1214                          SUPERSEDED SURVEY CONTROL
 ON1214
 ON1214.No superseded survey control is available for this station.
 ON1214
 ON1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9221118642(NAD 83)
 ON1214
 ON1214_MARKER: DB = BENCH MARK DISK
 ON1214_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1214_SP_SET: HEADWALL
 ON1214_STAMPING: 2308 B 1981
 ON1214_MARK LOGO: MNDT  
 ON1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1214+STABILITY: SURFACE MOTION
 ON1214
 ON1214  HISTORY     - Date     Condition        Report By
 ON1214  HISTORY     - 1981     MONUMENTED       MNDT
 ON1214
 ON1214                          STATION DESCRIPTION
 ON1214
 ON1214'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1214'4.4 MI WEST FROM MABEL.
 ON1214'THE MARK IS LOCATED ABOUT 4-1/2 MILES WEST OF THE TOWN OF MABEL, IN
 ON1214'THE NE 1/4 OF SECTION 36, T101N, R9W, 4.7 MILES WEST ALONG TRUNK
 ON1214'HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 0.55
 ON1214'MILE EAST ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 ON1214'52, IN THE TOP OF THE SOUTHEAST HEADWALL OF A 22 FOOT LONG BY 12 FOOT
 ON1214'DEEP (DOUBLE) CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, AND 56 FEET
 ON1214'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD
 ON1214'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2308 B 1981---, IS SET
 ON1214'FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND IS
 ON1214'ABOUT 15 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1213 ***********************************************************************
 ON1213  DESIGNATION -  2308 C
 ON1213  PID         -  ON1213
 ON1213  STATE/COUNTY-  MN/FILLMORE
 ON1213  COUNTRY     -  US
 ON1213  USGS QUAD   -  MABEL (1965)
 ON1213
 ON1213                         *CURRENT SURVEY CONTROL
 ON1213  ______________________________________________________________________
 ON1213* NAD 83(1986) POSITION- 43 30 55.5    (N) 091 51 05.0    (W)   HD_HELD2  
 ON1213* NAVD 88 ORTHO HEIGHT -   404.161  (meters)    1325.98  (feet) ADJUSTED  
 ON1213  ______________________________________________________________________
 ON1213  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 ON1213  DYNAMIC HEIGHT  -        404.075 (meters)     1325.70  (feet) COMP
 ON1213  MODELED GRAVITY -    980,394.7   (mgal)                       NAVD 88
 ON1213
 ON1213  VERT ORDER      -  SECOND    CLASS I
 ON1213
 ON1213.The horizontal coordinates were established by autonomous hand held GPS
 ON1213.observations and have an estimated accuracy of +/- 10 meters.
 ON1213.
 ON1213.The orthometric height was determined by differential leveling and
 ON1213.adjusted in June 1991.
 ON1213
 ON1213.Photographs are available for this station.
 ON1213
 ON1213.The dynamic height is computed by dividing the NAVD 88
 ON1213.geopotential number by the normal gravity value computed on the
 ON1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1213.degrees latitude (g = 980.6199 gals.).
 ON1213
 ON1213.The modeled gravity was interpolated from observed gravity values.
 ON1213
 ON1213;                    North         East    Units  Estimated Accuracy
 ON1213;SPC MN S     -   159,554.      973,720.      MT  (+/- 10 meters HH2 GPS)
 ON1213
 ON1213                          SUPERSEDED SURVEY CONTROL
 ON1213
 ON1213.No superseded survey control is available for this station.
 ON1213
 ON1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9283518694(NAD 83)
 ON1213
 ON1213_MARKER: DB = BENCH MARK DISK
 ON1213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1213_SP_SET: ALUMINUM ALLOY ROD
 ON1213_STAMPING: 2308 C 1981
 ON1213_MARK LOGO: MNDT  
 ON1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ON1213
 ON1213  HISTORY     - Date     Condition        Report By
 ON1213  HISTORY     - 1981     MONUMENTED       MNDT
 ON1213
 ON1213                          STATION DESCRIPTION
 ON1213
 ON1213'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1213'4 MI WEST FROM MABEL.
 ON1213'THE MARK IS LOCATED ABOUT 4 MILES WEST OF THE TOWN OF MABEL, IN THE
 ON1213'SE 1/4 OF SECTION 25, T101N, R9W, 4.3 MILES WEST ALONG TRUNK HIGHWAY
 ON1213'44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 0.95 MILE EAST
 ON1213'ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52, 440
 ON1213'FEET WEST OF MILEPOINT 31, 74.4 FEET NORTH OF THE CENTERLINE OF TRUNK
 ON1213'HIGHWAY 44, 380 FEET WEST OF THE CENTER OF A T - ROAD SOUTH, 4.0 FEET
 ON1213'WEST OF A WOOD FENCE CORNER POST, 0.5 FOOT SOUTH OF A FENCELINE, AND
 ON1213'0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 ON1213'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2308 C 1981---, IS
 ON1213'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 8 FOOT LONG ALUMINUM ROD
 ON1213'DRIVEN TO REFUSAL THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 ON1213'ABOUT 5 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 44.  A MAGNET IN THE
 ON1213'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1212 ***********************************************************************
 ON1212  DESIGNATION -  2308 D
 ON1212  PID         -  ON1212
 ON1212  STATE/COUNTY-  MN/FILLMORE
 ON1212  COUNTRY     -  US
 ON1212  USGS QUAD   -  MABEL (1965)
 ON1212
 ON1212                         *CURRENT SURVEY CONTROL
 ON1212  ______________________________________________________________________
 ON1212* NAD 83(1986) POSITION- 43 30 55.2    (N) 091 50 34.6    (W)   HD_HELD2  
 ON1212* NAVD 88 ORTHO HEIGHT -   398.182  (meters)    1306.37  (feet) ADJUSTED  
 ON1212  ______________________________________________________________________
 ON1212  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 ON1212  DYNAMIC HEIGHT  -        398.098 (meters)     1306.09  (feet) COMP
 ON1212  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 ON1212
 ON1212  VERT ORDER      -  SECOND    CLASS I
 ON1212
 ON1212.The horizontal coordinates were established by autonomous hand held GPS
 ON1212.observations and have an estimated accuracy of +/- 10 meters.
 ON1212.
 ON1212.The orthometric height was determined by differential leveling and
 ON1212.adjusted in June 1991.
 ON1212
 ON1212.Photographs are available for this station.
 ON1212
 ON1212.The dynamic height is computed by dividing the NAVD 88
 ON1212.geopotential number by the normal gravity value computed on the
 ON1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1212.degrees latitude (g = 980.6199 gals.).
 ON1212
 ON1212.The modeled gravity was interpolated from observed gravity values.
 ON1212
 ON1212;                    North         East    Units  Estimated Accuracy
 ON1212;SPC MN S     -   159,563.      974,403.      MT  (+/- 10 meters HH2 GPS)
 ON1212
 ON1212                          SUPERSEDED SURVEY CONTROL
 ON1212
 ON1212.No superseded survey control is available for this station.
 ON1212
 ON1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9351818694(NAD 83)
 ON1212
 ON1212_MARKER: DB = BENCH MARK DISK
 ON1212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1212_SP_SET: HEADWALL
 ON1212_STAMPING: 2308 D 1981
 ON1212_MARK LOGO: MNDT  
 ON1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1212+STABILITY: SURFACE MOTION
 ON1212
 ON1212  HISTORY     - Date     Condition        Report By
 ON1212  HISTORY     - 1981     MONUMENTED       MNDT
 ON1212
 ON1212                          STATION DESCRIPTION
 ON1212
 ON1212'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1212'3.7 MI WEST FROM MABEL.
 ON1212'THE MARK IS LOCATED ABOUT 3-3/4 MILES WEST OF THE TOWN OF MABEL, IN
 ON1212'THE NW 1/4 OF SECTION 31, T101N, R8W, 3.9 MILES WEST ALONG TRUNK
 ON1212'HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 1.3
 ON1212'MILES EAST ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 ON1212'52, IN THE TOP OF THE NORTHEAST HEADWALL OF A 6 FOOT LONG BY 6 FOOT
 ON1212'DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, AND 47.5 FEET NORTH
 ON1212'OF THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD MNDT
 ON1212'VERTICAL CONTROL MONUMENT DISK STAMPED---2308 D 1981---, IS SET FLUSH
 ON1212'IN A DRILL HOLE IN THE TOP OF THE NORTHEAST HEADWALL AND IS ABOUT 8
 ON1212'FEET BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1211 ***********************************************************************
 ON1211  DESIGNATION -  2308 E
 ON1211  PID         -  ON1211
 ON1211  STATE/COUNTY-  MN/FILLMORE
 ON1211  COUNTRY     -  US
 ON1211  USGS QUAD   -  MABEL (1965)
 ON1211
 ON1211                         *CURRENT SURVEY CONTROL
 ON1211  ______________________________________________________________________
 ON1211* NAD 83(1986) POSITION- 43 30 54.3    (N) 091 50 14.4    (W)   HD_HELD2  
 ON1211* NAVD 88 ORTHO HEIGHT -   385.401  (meters)    1264.44  (feet) ADJUSTED  
 ON1211  ______________________________________________________________________
 ON1211  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1211  DYNAMIC HEIGHT  -        385.320 (meters)     1264.17  (feet) COMP
 ON1211  MODELED GRAVITY -    980,396.0   (mgal)                       NAVD 88
 ON1211
 ON1211  VERT ORDER      -  SECOND    CLASS I
 ON1211
 ON1211.The horizontal coordinates were established by autonomous hand held GPS
 ON1211.observations and have an estimated accuracy of +/- 10 meters.
 ON1211.
 ON1211.The orthometric height was determined by differential leveling and
 ON1211.adjusted in June 1991.
 ON1211
 ON1211.Photographs are available for this station.
 ON1211
 ON1211.The dynamic height is computed by dividing the NAVD 88
 ON1211.geopotential number by the normal gravity value computed on the
 ON1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1211.degrees latitude (g = 980.6199 gals.).
 ON1211
 ON1211.The modeled gravity was interpolated from observed gravity values.
 ON1211
 ON1211;                    North         East    Units  Estimated Accuracy
 ON1211;SPC MN S     -   159,547.      974,857.      MT  (+/- 10 meters HH2 GPS)
 ON1211
 ON1211                          SUPERSEDED SURVEY CONTROL
 ON1211
 ON1211.No superseded survey control is available for this station.
 ON1211
 ON1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9397118673(NAD 83)
 ON1211
 ON1211_MARKER: DB = BENCH MARK DISK
 ON1211_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1211_SP_SET: HEADWALL
 ON1211_STAMPING: 2308 E 1981
 ON1211_MARK LOGO: MNDT  
 ON1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1211+STABILITY: SURFACE MOTION
 ON1211
 ON1211  HISTORY     - Date     Condition        Report By
 ON1211  HISTORY     - 1981     MONUMENTED       MNDT
 ON1211
 ON1211                          STATION DESCRIPTION
 ON1211
 ON1211'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1211'3.3 MI WEST FROM MABEL.
 ON1211'THE MARK IS LOCATED ABOUT 3-1/4 MILES WEST OF THE TOWN OF MABEL, IN
 ON1211'THE NE 1/4 OF SECTION 31, T101N, R8W, 3.6 MILES WEST ALONG TRUNK
 ON1211'HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 1.65
 ON1211'MILES EAST ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 ON1211'52, IN THE TOP OF THE SOUTHEAST HEADWALL OF A 22 FOOT LONG BY 12 FOOT
 ON1211'DEEP (DOUBLE) CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, AND 30.5
 ON1211'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A
 ON1211'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2308 E 1981---,
 ON1211'IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND
 ON1211'IS ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1210 ***********************************************************************
 ON1210  DESIGNATION -  2308 F
 ON1210  PID         -  ON1210
 ON1210  STATE/COUNTY-  MN/FILLMORE
 ON1210  COUNTRY     -  US
 ON1210  USGS QUAD   -  MABEL (1965)
 ON1210
 ON1210                         *CURRENT SURVEY CONTROL
 ON1210  ______________________________________________________________________
 ON1210* NAD 83(1986) POSITION- 43 30 54.     (N) 091 49 42.     (W)   SCALED    
 ON1210* NAVD 88 ORTHO HEIGHT -   371.321  (meters)    1218.24  (feet) ADJUSTED  
 ON1210  ______________________________________________________________________
 ON1210  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1210  DYNAMIC HEIGHT  -        371.243 (meters)     1217.99  (feet) COMP
 ON1210  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 ON1210
 ON1210  VERT ORDER      -  SECOND    CLASS I
 ON1210
 ON1210.The horizontal coordinates were scaled from a topographic map and have
 ON1210.an estimated accuracy of +/- 6 seconds.
 ON1210.
 ON1210.The orthometric height was determined by differential leveling and
 ON1210.adjusted in June 1991.
 ON1210
 ON1210.The dynamic height is computed by dividing the NAVD 88
 ON1210.geopotential number by the normal gravity value computed on the
 ON1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1210.degrees latitude (g = 980.6199 gals.).
 ON1210
 ON1210.The modeled gravity was interpolated from observed gravity values.
 ON1210
 ON1210;                    North         East    Units  Estimated Accuracy
 ON1210;SPC MN S     -   159,560.      975,590.      MT  (+/- 180 meters Scaled)
 ON1210
 ON1210                          SUPERSEDED SURVEY CONTROL
 ON1210
 ON1210.No superseded survey control is available for this station.
 ON1210
 ON1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ946186(NAD 83)
 ON1210
 ON1210_MARKER: DB = BENCH MARK DISK
 ON1210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1210_SP_SET: HEADWALL
 ON1210_STAMPING: 2308 F 1981
 ON1210_MARK LOGO: MNDT  
 ON1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1210+STABILITY: SURFACE MOTION
 ON1210
 ON1210  HISTORY     - Date     Condition        Report By
 ON1210  HISTORY     - 1981     MONUMENTED       MNDT
 ON1210
 ON1210                          STATION DESCRIPTION
 ON1210
 ON1210'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1210'2.9 MI WEST FROM MABEL.
 ON1210'THE MARK IS LOCATED ABOUT 3 MILES WEST OF THE TOWN OF MABEL, IN THE
 ON1210'NW 1/4 OF SECTION 32, T101N, R8W, 3.15 MILES WEST ALONG TRUNK HIGHWAY
 ON1210'44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 2.1 MILES EAST
 ON1210'ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52, IN THE
 ON1210'TOP OF THE SOUTHEAST HEADWALL OF A 22 FOOT LONG BY 12 FOOT DEEP
 ON1210'(DOUBLE) CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, AND 49 FEET
 ON1210'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD
 ON1210'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2308 F 1981---, IS SET
 ON1210'FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND IS
 ON1210'ABOUT 10 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1209 ***********************************************************************
 ON1209  DESIGNATION -  2308 G
 ON1209  PID         -  ON1209
 ON1209  STATE/COUNTY-  MN/FILLMORE
 ON1209  COUNTRY     -  US
 ON1209  USGS QUAD   -  MABEL (1965)
 ON1209
 ON1209                         *CURRENT SURVEY CONTROL
 ON1209  ______________________________________________________________________
 ON1209* NAD 83(1986) POSITION- 43 30 53.0    (N) 091 48 58.8    (W)   HD_HELD2  
 ON1209* NAVD 88 ORTHO HEIGHT -   364.018  (meters)    1194.28  (feet) ADJUSTED  
 ON1209  ______________________________________________________________________
 ON1209  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1209  DYNAMIC HEIGHT  -        363.941 (meters)     1194.03  (feet) COMP
 ON1209  MODELED GRAVITY -    980,398.7   (mgal)                       NAVD 88
 ON1209
 ON1209  VERT ORDER      -  SECOND    CLASS I
 ON1209
 ON1209.The horizontal coordinates were established by autonomous hand held GPS
 ON1209.observations and have an estimated accuracy of +/- 10 meters.
 ON1209.
 ON1209.The orthometric height was determined by differential leveling and
 ON1209.adjusted in June 1991.
 ON1209
 ON1209.Photographs are available for this station.
 ON1209
 ON1209.The dynamic height is computed by dividing the NAVD 88
 ON1209.geopotential number by the normal gravity value computed on the
 ON1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1209.degrees latitude (g = 980.6199 gals.).
 ON1209
 ON1209.The modeled gravity was interpolated from observed gravity values.
 ON1209
 ON1209;                    North         East    Units  Estimated Accuracy
 ON1209;SPC MN S     -   159,552.      976,556.      MT  (+/- 10 meters HH2 GPS)
 ON1209
 ON1209                          SUPERSEDED SURVEY CONTROL
 ON1209
 ON1209.No superseded survey control is available for this station.
 ON1209
 ON1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9566918656(NAD 83)
 ON1209
 ON1209_MARKER: DB = BENCH MARK DISK
 ON1209_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1209_SP_SET: HEADWALL
 ON1209_STAMPING: 2308 G 1981
 ON1209_MARK LOGO: MNDT  
 ON1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1209+STABILITY: SURFACE MOTION
 ON1209
 ON1209  HISTORY     - Date     Condition        Report By
 ON1209  HISTORY     - 1981     MONUMENTED       MNDT
 ON1209
 ON1209                          STATION DESCRIPTION
 ON1209
 ON1209'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1209'2.9 MI WEST FROM MABEL.
 ON1209'THE MARK IS LOCATED ABOUT 3 MILES WEST OF THE TOWN OF MABEL, IN THE
 ON1209'NE 1/4 OF SECTION 32, T101N, R8W, 3.15 MILES WEST ALONG TRUNK HIGHWAY
 ON1209'44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 2.1 MILES EAST
 ON1209'ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52, IN THE
 ON1209'TOP OF THE SOUTHEAST HEADWALL OF A 15 FOOT LONG BY 11 FOOT DEEP
 ON1209'CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, AND 35.9 FEET SOUTH OF
 ON1209'THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD MNDT
 ON1209'VERTICAL CONTROL MONUMENT DISK STAMPED---2308 G 1981---, IS SET FLUSH
 ON1209'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND IS ABOUT 6
 ON1209'FEET BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1208 ***********************************************************************
 ON1208  DESIGNATION -  2308 H
 ON1208  PID         -  ON1208
 ON1208  STATE/COUNTY-  MN/FILLMORE
 ON1208  COUNTRY     -  US
 ON1208  USGS QUAD   -  MABEL (1965)
 ON1208
 ON1208                         *CURRENT SURVEY CONTROL
 ON1208  ______________________________________________________________________
 ON1208* NAD 83(1986) POSITION- 43 30 55.0    (N) 091 48 05.1    (W)   HD_HELD2  
 ON1208* NAVD 88 ORTHO HEIGHT -   349.694  (meters)    1147.29  (feet) ADJUSTED  
 ON1208  ______________________________________________________________________
 ON1208  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 ON1208  DYNAMIC HEIGHT  -        349.622 (meters)     1147.05  (feet) COMP
 ON1208  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 ON1208
 ON1208  VERT ORDER      -  SECOND    CLASS I
 ON1208
 ON1208.The horizontal coordinates were established by autonomous hand held GPS
 ON1208.observations and have an estimated accuracy of +/- 10 meters.
 ON1208.
 ON1208.The orthometric height was determined by differential leveling and
 ON1208.adjusted in June 1991.
 ON1208
 ON1208.Photographs are available for this station.
 ON1208
 ON1208.The dynamic height is computed by dividing the NAVD 88
 ON1208.geopotential number by the normal gravity value computed on the
 ON1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1208.degrees latitude (g = 980.6199 gals.).
 ON1208
 ON1208.The modeled gravity was interpolated from observed gravity values.
 ON1208
 ON1208;                    North         East    Units  Estimated Accuracy
 ON1208;SPC MN S     -   159,646.      977,760.      MT  (+/- 10 meters HH2 GPS)
 ON1208
 ON1208                          SUPERSEDED SURVEY CONTROL
 ON1208
 ON1208.No superseded survey control is available for this station.
 ON1208
 ON1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9687418735(NAD 83)
 ON1208
 ON1208_MARKER: DB = BENCH MARK DISK
 ON1208_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1208_SP_SET: HEADWALL
 ON1208_STAMPING: 2308 H 1981
 ON1208_MARK LOGO: MNDT  
 ON1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1208+STABILITY: SURFACE MOTION
 ON1208
 ON1208  HISTORY     - Date     Condition        Report By
 ON1208  HISTORY     - 1981     MONUMENTED       MNDT
 ON1208
 ON1208                          STATION DESCRIPTION
 ON1208
 ON1208'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1208'1.55 MI WEST FROM MABEL.
 ON1208'THE MARK IS LOCATED ABOUT 1-1/2 MILES WEST OF THE TOWN OF MABEL, IN
 ON1208'THE NW 1/4 OF SECTION 33, T101N, R8W, 1.85 MILES WEST ALONG TRUNK
 ON1208'HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 3.55
 ON1208'MILES EAST ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 ON1208'52, IN THE TOP OF THE SOUTHEAST HEADWALL OF A 9 FOOT LONG BY 5 FOOT
 ON1208'DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, 21.5 FEET SOUTH OF
 ON1208'THE CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD MNDT
 ON1208'VERTICAL CONTROL MONUMENT DISK STAMPED---2308 H 1981---, IS SET FLUSH
 ON1208'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND IS ABOUT 1
 ON1208'FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1207 ***********************************************************************
 ON1207  DESIGNATION -  2308 J
 ON1207  PID         -  ON1207
 ON1207  STATE/COUNTY-  MN/FILLMORE
 ON1207  COUNTRY     -  US
 ON1207  USGS QUAD   -  MABEL (1965)
 ON1207
 ON1207                         *CURRENT SURVEY CONTROL
 ON1207  ______________________________________________________________________
 ON1207* NAD 83(1986) POSITION- 43 30 55.6    (N) 091 47 42.4    (W)   HD_HELD2  
 ON1207* NAVD 88 ORTHO HEIGHT -   347.022  (meters)    1138.52  (feet) ADJUSTED  
 ON1207  ______________________________________________________________________
 ON1207  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 ON1207  DYNAMIC HEIGHT  -        346.951 (meters)     1138.29  (feet) COMP
 ON1207  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 ON1207
 ON1207  VERT ORDER      -  SECOND    CLASS I
 ON1207
 ON1207.The horizontal coordinates were established by autonomous hand held GPS
 ON1207.observations and have an estimated accuracy of +/- 10 meters.
 ON1207.
 ON1207.The orthometric height was determined by differential leveling and
 ON1207.adjusted in June 1991.
 ON1207
 ON1207.Photographs are available for this station.
 ON1207
 ON1207.The dynamic height is computed by dividing the NAVD 88
 ON1207.geopotential number by the normal gravity value computed on the
 ON1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1207.degrees latitude (g = 980.6199 gals.).
 ON1207
 ON1207.The modeled gravity was interpolated from observed gravity values.
 ON1207
 ON1207;                    North         East    Units  Estimated Accuracy
 ON1207;SPC MN S     -   159,678.      978,269.      MT  (+/- 10 meters HH2 GPS)
 ON1207
 ON1207                          SUPERSEDED SURVEY CONTROL
 ON1207
 ON1207.No superseded survey control is available for this station.
 ON1207
 ON1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9738318761(NAD 83)
 ON1207
 ON1207_MARKER: DB = BENCH MARK DISK
 ON1207_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1207_SP_SET: HEADWALL
 ON1207_STAMPING: 2308 J 1981
 ON1207_MARK LOGO: MNDT  
 ON1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1207+STABILITY: SURFACE MOTION
 ON1207
 ON1207  HISTORY     - Date     Condition        Report By
 ON1207  HISTORY     - 1981     MONUMENTED       MNDT
 ON1207
 ON1207                          STATION DESCRIPTION
 ON1207
 ON1207'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1207'1.2 MI WEST FROM MABEL.
 ON1207'THE MARK IS LOCATED ABOUT 1-1/4 MILES WEST OF THE TOWN OF MABLE, IN
 ON1207'THE SE 1/4 OF SECTION 28, T101N, R8W, 1.5 MILES WEST ALONG TRUNK
 ON1207'HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR 4.8
 ON1207'MILES EAST ALONG TRUNK HIGHWAY 44 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 ON1207'52, IN THE TOP OF THE SOUTHEAST HEADWALL OF A 9 FOOT LONG BY 5 FOOT
 ON1207'DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 44, 27 FEET SOUTH OF THE
 ON1207'CENTERLINE OF TRUNK HIGHWAY 44.  THE MARK, A STANDARD MNDT VERTICAL
 ON1207'CONTROL MONUMENT DISK STAMPED---2308 J 1981---, IS SET FLUSH IN A
 ON1207'DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND IS ABOUT 1 FOOT
 ON1207'BELOW THE LEVEL OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1172 ***********************************************************************
 ON1172  DESIGNATION -  2308 K
 ON1172  PID         -  ON1172
 ON1172  STATE/COUNTY-  MN/FILLMORE
 ON1172  COUNTRY     -  US
 ON1172  USGS QUAD   -  MABEL (1965)
 ON1172
 ON1172                         *CURRENT SURVEY CONTROL
 ON1172  ______________________________________________________________________
 ON1172* NAD 83(1996) POSITION- 43 30 57.97711(N) 091 47 24.70802(W)   NO CHECK  
 ON1172* NAVD 88 ORTHO HEIGHT -   346.592  (meters)    1137.11  (feet) ADJUSTED  
 ON1172  ______________________________________________________________________
 ON1172  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC09
 ON1172  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 ON1172  DYNAMIC HEIGHT  -        346.522 (meters)     1136.88  (feet) COMP
 ON1172  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 ON1172
 ON1172  HORZ ORDER      -  SECOND
 ON1172  VERT ORDER      -  SECOND    CLASS I
 ON1172
 ON1172.The horizontal coordinates were established by classical geodetic methods
 ON1172.and adjusted by the National Geodetic Survey in March 1999.
 ON1172.
 ON1172.No horizontal observational check was made to the station.
 ON1172.
 ON1172.The orthometric height was determined by differential leveling and
 ON1172.adjusted in June 1991.
 ON1172
 ON1172.The Laplace correction was computed from DEFLEC09 derived deflections.
 ON1172
 ON1172.The dynamic height is computed by dividing the NAVD 88
 ON1172.geopotential number by the normal gravity value computed on the
 ON1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1172.degrees latitude (g = 980.6199 gals.).
 ON1172
 ON1172.The modeled gravity was interpolated from observed gravity values.
 ON1172
 ON1172. The following values were computed from the NAD 83(1996) position.
 ON1172
 ON1172;                    North         East     Units Scale Factor Converg.
 ON1172;SPC IA N     - 1,225,353.468 1,638,244.649   MT  1.00005513   +1 09 31.7
 ON1172;SPC IA N     - 4,020,180.50  5,374,807.65   sFT  1.00005513   +1 09 31.7
 ON1172;SPC MN S     -   159,762.289   978,664.536   MT  1.00006860   +1 32 56.1
 ON1172;SPC MN S     -   524,153.44  3,210,835.23   sFT  1.00006860   +1 32 56.1
 ON1172;UTM  15      - 4,818,840.810   597,780.126   MT  0.99971760   +0 49 59.1
 ON1172
 ON1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1172!SPC IA N     -   0.99995038  x   1.00005513  =   1.00000550
 ON1172!SPC MN S     -   0.99995038  x   1.00006860  =   1.00001897
 ON1172!UTM  15      -   0.99995038  x   0.99971760  =   0.99966799
 ON1172
 ON1172                          SUPERSEDED SURVEY CONTROL
 ON1172
 ON1172  NAD 83(1986)-  43 30 57.96958(N)    091 47 24.70754(W) AD(       ) 2
 ON1172  NGVD 29 (03/28/90)  346.7    (m)         1137.     (f) VERT ANG       
 ON1172
 ON1172.Superseded values are not recommended for survey control.
 ON1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1172.See file dsdata.txt to determine how the superseded data were derived.
 ON1172
 ON1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9778018840(NAD 83)
 ON1172
 ON1172_MARKER: DV = VERTICAL CONTROL DISK
 ON1172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1172_SP_SET: ALUMINUM ALLOY ROD
 ON1172_STAMPING: 2308 K 1981
 ON1172_MARK LOGO: MNDT  
 ON1172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1172
 ON1172  HISTORY     - Date     Condition        Report By
 ON1172  HISTORY     - 1981     MONUMENTED       MNDT
 ON1172  HISTORY     - 1984     GOOD             MNDT
 ON1172
 ON1172                          STATION DESCRIPTION
 ON1172
 ON1172'DESCRIBED BY MN DEPT OF TRANSP 1981 (DKH)
 ON1172'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE TOWN OF
 ON1172'MABEL, IN THE SE 1/4 OF SECTION 28, T101N, R8W, ON THE NORTH
 ON1172'RIGHT-OF-WAY OF COUNTY ROAD 34.
 ON1172'
 ON1172'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 43 AND TRUNK
 ON1172'HIGHWAY 44 IN MABEL, GO WEST AND SOUTHWEST ON TRUNK HIGHWAY 44 FOR 1.4
 ON1172'MILES TO COUNTY ROAD 34 ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY
 ON1172'ROAD 34 FOR 0.1 MILE TO A GRAVEL ROAD ON THE RIGHT AND THE STATION ON
 ON1172'THE LEFT.
 ON1172'
 ON1172'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 ON1172'DISK STAMPED---2308 K 1981---, IS SET ON THE TOP OF A 5/8 INCH
 ON1172'DIAMETER BY 25 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT PROJECTS
 ON1172'0.3 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE
 ON1172'LEVEL OF COUNTY ROAD 34.  THE MARK IS 33.6 FEET NORTH OF THE
 ON1172'CENTERLINE OF COUNTY ROAD 34, 11 FEET WEST OF THE EXTENDED CENTER OF
 ON1172'THE GRAVEL ROAD SOUTH, 4.9 FEET WEST-NORTHWEST OF A BURIED TELEPHONE
 ON1172'CABLE MARKER PEDESTAL, 2.5 FEET SOUTHWEST OF A POWER POLE WITH GUY
 ON1172'WIRES, AND 1.1 FOOT WEST OF A STEEL WITNESS POST.
 ON1172'
 ON1172'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 ON1172'
 ON1172'THIS STATION IS AN AZIMUTH MARK FOR STATION MABEL MNDT AZ MK.
 ON1172
 ON1172                          STATION RECOVERY (1984)
 ON1172
 ON1172'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 ON1172'1 MI WEST FROM MABEL.
 ON1172'THE MARK IS LOCATED ABOUT 1 MILE WEST OF THE TOWN OF MABEL, IN THE
 ON1172'SE 1/4 OF SECTION 28, T101N, R8W, 1.05 MILE WEST ALONG COUNTY ROAD 34
 ON1172'(PRAIRIE AVENUE) FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR
 ON1172'0.1 MILE EAST ALONG COUNTY ROAD 34 FROM ITS JUNCTION WITH TRUNK
 ON1172'HIGHWAY 44, AT THE SOUTHEAST CORNER OF A ROADSIDE REST AREA, 33.6 FEET
 ON1172'NORTH OF THE CENTERLINE OF COUNTY ROAD 34, 11 FEET WEST OF THE
 ON1172'EXTENDED CENTER OF A T - ROAD SOUTH, 4.9 FEET WEST-NORTHWEST OF BURIED
 ON1172'TELEPHONE CABLE PEDESTAL W 1 - 5, 2.5 FEET SOUTHWEST OF A POWER POLE
 ON1172'WITH GUY WIRES, AND 1.1 FEET WEST OF A STEEL WITNESS POST.  THE MARK,
 ON1172'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 ON1172'STAMPED---2308 K 1981---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 ON1172'25 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 4 INCHES ABOVE THE
 ON1172'SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF COUNTY
 ON1172'ROAD 34.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1206 ***********************************************************************
 ON1206  DESIGNATION -  2308 K 1
 ON1206  PID         -  ON1206
 ON1206  STATE/COUNTY-  MN/FILLMORE
 ON1206  COUNTRY     -  US
 ON1206  USGS QUAD   -  MABEL (1965)
 ON1206
 ON1206                         *CURRENT SURVEY CONTROL
 ON1206  ______________________________________________________________________
 ON1206* NAD 83(1986) POSITION- 43 31 02.6    (N) 091 47 02.1    (W)   HD_HELD2  
 ON1206* NAVD 88 ORTHO HEIGHT -   345.023  (meters)    1131.96  (feet) ADJUSTED  
 ON1206  ______________________________________________________________________
 ON1206  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 ON1206  DYNAMIC HEIGHT  -        344.954 (meters)     1131.74  (feet) COMP
 ON1206  MODELED GRAVITY -    980,409.2   (mgal)                       NAVD 88
 ON1206
 ON1206  VERT ORDER      -  SECOND    CLASS I
 ON1206
 ON1206.The horizontal coordinates were established by autonomous hand held GPS
 ON1206.observations and have an estimated accuracy of +/- 10 meters.
 ON1206.
 ON1206.The orthometric height was determined by differential leveling and
 ON1206.adjusted in June 1991.
 ON1206
 ON1206.Photographs are available for this station.
 ON1206
 ON1206.The dynamic height is computed by dividing the NAVD 88
 ON1206.geopotential number by the normal gravity value computed on the
 ON1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1206.degrees latitude (g = 980.6199 gals.).
 ON1206
 ON1206.The modeled gravity was interpolated from observed gravity values.
 ON1206
 ON1206;                    North         East    Units  Estimated Accuracy
 ON1206;SPC MN S     -   159,919.      979,168.      MT  (+/- 10 meters HH2 GPS)
 ON1206
 ON1206                          SUPERSEDED SURVEY CONTROL
 ON1206
 ON1206.No superseded survey control is available for this station.
 ON1206
 ON1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9828518990(NAD 83)
 ON1206
 ON1206_MARKER: DB = BENCH MARK DISK
 ON1206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ON1206_SP_SET: HEADWALL
 ON1206_STAMPING: 2308 K1 1981
 ON1206_MARK LOGO: MNDT  
 ON1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1206+STABILITY: SURFACE MOTION
 ON1206
 ON1206  HISTORY     - Date     Condition        Report By
 ON1206  HISTORY     - 1981     MONUMENTED       MNDT
 ON1206
 ON1206                          STATION DESCRIPTION
 ON1206
 ON1206'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1206'0.7 MI WEST FROM MABEL.
 ON1206'THE MARK IS LOCATED ABOUT 3/4 MILE WEST OF THE TOWN OF MABEL, IN THE
 ON1206'SW 1/4 OF SECTION 27, T101N, R8W, 0.75 MILE WEST ALONG COUNTY ROAD 34
 ON1206'(PRAIRIE AVENUE) FROM ITS JUNCTION WITH TRUNK HIGHWAY 43 AT MABEL OR
 ON1206'0.45 MILE EAST ALONG COUNTY ROAD 34 FROM ITS JUNCTION WITH TRUNK
 ON1206'HIGHWAY 44, IN THE TOP OF THE NORTHEAST CORNER OF THE SOUTHWEST
 ON1206'HEADWALL OF A 5 FOOT LONG BY 6 FOOT DEEP CONCRETE BOX CULVERT UNDER
 ON1206'COUNTY ROAD 34, AND 22 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 34.
 ON1206'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1206'STAMPED---2308 K1 1981---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 ON1206'THE SOUTHWEST HEADWALL AND IS ABOUT 2 FEET BELOW THE LEVEL OF COUNTY
 ON1206'ROAD 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3700 ***********************************************************************
 DJ3700  DESIGNATION -  2308 L
 DJ3700  PID         -  DJ3700
 DJ3700  STATE/COUNTY-  MN/FILLMORE
 DJ3700  COUNTRY     -  US
 DJ3700  USGS QUAD   -  MABEL (1965)
 DJ3700
 DJ3700                         *CURRENT SURVEY CONTROL
 DJ3700  ______________________________________________________________________
 DJ3700* NAD 83(1986) POSITION- 43 31 23.4    (N) 091 45 52.5    (W)   HD_HELD2  
 DJ3700* NAVD 88 ORTHO HEIGHT -   341.297  (meters)    1119.74  (feet) ADJUSTED  
 DJ3700  ______________________________________________________________________
 DJ3700  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 DJ3700  DYNAMIC HEIGHT  -        341.231 (meters)     1119.52  (feet) COMP
 DJ3700  MODELED GRAVITY -    980,416.2   (mgal)                       NAVD 88
 DJ3700
 DJ3700  VERT ORDER      -  SECOND    CLASS I
 DJ3700
 DJ3700.The horizontal coordinates were established by autonomous hand held GPS
 DJ3700.observations and have an estimated accuracy of +/- 10 meters.
 DJ3700.
 DJ3700.The orthometric height was determined by differential leveling and
 DJ3700.adjusted in May 2008.
 DJ3700
 DJ3700.Photographs are available for this station.
 DJ3700
 DJ3700.The dynamic height is computed by dividing the NAVD 88
 DJ3700.geopotential number by the normal gravity value computed on the
 DJ3700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3700.degrees latitude (g = 980.6199 gals.).
 DJ3700
 DJ3700.The modeled gravity was interpolated from observed gravity values.
 DJ3700
 DJ3700;                    North         East    Units  Estimated Accuracy
 DJ3700;SPC MN S     -   160,603.      980,713.      MT  (+/- 10 meters HH2 GPS)
 DJ3700
 DJ3700                          SUPERSEDED SURVEY CONTROL
 DJ3700
 DJ3700.No superseded survey control is available for this station.
 DJ3700
 DJ3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9983819655(NAD 83)
 DJ3700
 DJ3700_MARKER: DD = SURVEY DISK
 DJ3700_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ3700_SP_SET: BRIDGE RAIL
 DJ3700_STAMPING: 2308 L 2005
 DJ3700_MARK LOGO: MNDT  
 DJ3700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3700+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3700
 DJ3700  HISTORY     - Date     Condition        Report By
 DJ3700  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3700
 DJ3700                          STATION DESCRIPTION
 DJ3700
 DJ3700'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3700'THE MARK IS IN MABEL, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DJ3700'HIGHWAY 44 BRIDGE NUMBER 23023 OVER RICEFORD CREEK, 0.25 MI (0.4 KM)
 DJ3700'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DJ3700'HIGHWAY 44 AND TRUNK HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE
 DJ3700'POINT 35.65, 25.0 FEET (7.6 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3699 ***********************************************************************
 DJ3699  DESIGNATION -  2308 M
 DJ3699  PID         -  DJ3699
 DJ3699  STATE/COUNTY-  MN/FILLMORE
 DJ3699  COUNTRY     -  US
 DJ3699  USGS QUAD   -  SPRING GROVE (1965)
 DJ3699
 DJ3699                         *CURRENT SURVEY CONTROL
 DJ3699  ______________________________________________________________________
 DJ3699* NAD 83(1986) POSITION- 43 31 25.5    (N) 091 44 42.8    (W)   HD_HELD2  
 DJ3699* NAVD 88 ORTHO HEIGHT -   340.387  (meters)    1116.75  (feet) ADJUSTED  
 DJ3699  ______________________________________________________________________
 DJ3699  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 DJ3699  DYNAMIC HEIGHT  -        340.321 (meters)     1116.54  (feet) COMP
 DJ3699  MODELED GRAVITY -    980,412.9   (mgal)                       NAVD 88
 DJ3699
 DJ3699  VERT ORDER      -  SECOND    CLASS I
 DJ3699
 DJ3699.The horizontal coordinates were established by autonomous hand held GPS
 DJ3699.observations and have an estimated accuracy of +/- 10 meters.
 DJ3699.
 DJ3699.The orthometric height was determined by differential leveling and
 DJ3699.adjusted in May 2008.
 DJ3699
 DJ3699.Photographs are available for this station.
 DJ3699
 DJ3699.The dynamic height is computed by dividing the NAVD 88
 DJ3699.geopotential number by the normal gravity value computed on the
 DJ3699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3699.degrees latitude (g = 980.6199 gals.).
 DJ3699
 DJ3699.The modeled gravity was interpolated from observed gravity values.
 DJ3699
 DJ3699;                    North         East    Units  Estimated Accuracy
 DJ3699;SPC MN S     -   160,711.      982,276.      MT  (+/- 10 meters HH2 GPS)
 DJ3699
 DJ3699                          SUPERSEDED SURVEY CONTROL
 DJ3699
 DJ3699.No superseded survey control is available for this station.
 DJ3699
 DJ3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0140219743(NAD 83)
 DJ3699
 DJ3699_MARKER: DD = SURVEY DISK
 DJ3699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3699_STAMPING: 2308 M 2005
 DJ3699_MARK LOGO: MNDT  
 DJ3699_PROJECTION: FLUSH
 DJ3699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3699+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3699_ROD/PIPE-DEPTH:  4.6 meters
 DJ3699
 DJ3699  HISTORY     - Date     Condition        Report By
 DJ3699  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3699
 DJ3699                          STATION DESCRIPTION
 DJ3699
 DJ3699'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3699'THE MARK IS 1.0 MILE (1.6 KM) EAST OF MABEL, 1.25 MILES (2.01 KM) EAST
 DJ3699'ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DJ3699'HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 36.90, 78.0 FT
 DJ3699'(23.8 M) NORTHWEST OF TRUNK HIGHWAY 44, 17.9 FEET (5.5 M) EAST OF A
 DJ3699'FIELD ENTRANCE, 1.0 FOOT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3698 ***********************************************************************
 DJ3698  DESIGNATION -  2308 N
 DJ3698  PID         -  DJ3698
 DJ3698  STATE/COUNTY-  MN/FILLMORE
 DJ3698  COUNTRY     -  US
 DJ3698  USGS QUAD   -  SPRING GROVE (1965)
 DJ3698
 DJ3698                         *CURRENT SURVEY CONTROL
 DJ3698  ______________________________________________________________________
 DJ3698* NAD 83(1986) POSITION- 43 31 39.1    (N) 091 43 51.8    (W)   HD_HELD2  
 DJ3698* NAVD 88 ORTHO HEIGHT -   335.521  (meters)    1100.79  (feet) ADJUSTED  
 DJ3698  ______________________________________________________________________
 DJ3698  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 DJ3698  DYNAMIC HEIGHT  -        335.455 (meters)     1100.57  (feet) COMP
 DJ3698  MODELED GRAVITY -    980,411.2   (mgal)                       NAVD 88
 DJ3698
 DJ3698  VERT ORDER      -  SECOND    CLASS I
 DJ3698
 DJ3698.The horizontal coordinates were established by autonomous hand held GPS
 DJ3698.observations and have an estimated accuracy of +/- 10 meters.
 DJ3698.
 DJ3698.The orthometric height was determined by differential leveling and
 DJ3698.adjusted in May 2008.
 DJ3698
 DJ3698.Photographs are available for this station.
 DJ3698
 DJ3698.The dynamic height is computed by dividing the NAVD 88
 DJ3698.geopotential number by the normal gravity value computed on the
 DJ3698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3698.degrees latitude (g = 980.6199 gals.).
 DJ3698
 DJ3698.The modeled gravity was interpolated from observed gravity values.
 DJ3698
 DJ3698;                    North         East    Units  Estimated Accuracy
 DJ3698;SPC MN S     -   161,162.      983,410.      MT  (+/- 10 meters HH2 GPS)
 DJ3698
 DJ3698                          SUPERSEDED SURVEY CONTROL
 DJ3698
 DJ3698.No superseded survey control is available for this station.
 DJ3698
 DJ3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0254020180(NAD 83)
 DJ3698
 DJ3698_MARKER: DD = SURVEY DISK
 DJ3698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3698_STAMPING: 2308 N 2005
 DJ3698_MARK LOGO: MNDT  
 DJ3698_PROJECTION: FLUSH
 DJ3698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3698+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3698_ROD/PIPE-DEPTH:  4.6 meters
 DJ3698
 DJ3698  HISTORY     - Date     Condition        Report By
 DJ3698  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3698
 DJ3698                          STATION DESCRIPTION
 DJ3698
 DJ3698'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3698'THE MARK IS 2.0 MILES (3.2 KM) EAST-NORTHEAST OF MABEL, 2.05 MI (3.3
 DJ3698'KM) EAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44
 DJ3698'AND TRUNK HIGHWAY 43 IN MABEL, AT TRUNK HIGHWAY 44 MILE POINT 37.65,
 DJ3698'71.4 FEET (21.8 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 30.8 FEET (9.4
 DJ3698'M) SOUTHWEST OF A FIELD ENTRANCE, 4.6 FEET (1.4 M) SOUTH-SOUTHEAST OF
 DJ3698'A FENCE LINE, 1.0 FEET (0.3 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9882 ***********************************************************************
 DK9882  DESIGNATION -  2309 AA
 DK9882  PID         -  DK9882
 DK9882  STATE/COUNTY-  MN/FILLMORE
 DK9882  COUNTRY     -  US
 DK9882  USGS QUAD   -  CANTON (1965)
 DK9882
 DK9882                         *CURRENT SURVEY CONTROL
 DK9882  ______________________________________________________________________
 DK9882* NAD 83(1986) POSITION- 43 31 09.1    (N) 091 54 12.1    (W)   HD_HELD2  
 DK9882* NAVD 88 ORTHO HEIGHT -   407.982  (meters)    1338.52  (feet) ADJUSTED  
 DK9882  ______________________________________________________________________
 DK9882  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 DK9882  DYNAMIC HEIGHT  -        407.893 (meters)     1338.23  (feet) COMP
 DK9882  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DK9882
 DK9882  VERT ORDER      -  SECOND    CLASS I
 DK9882
 DK9882.The horizontal coordinates were scaled from a topographic map and have
 DK9882.an estimated accuracy of +/- 6 seconds.
 DK9882.
 DK9882.The orthometric height was determined by differential leveling and
 DK9882.adjusted in April 2010.
 DK9882
 DK9882.Photographs are available for this station.
 DK9882
 DK9882.The dynamic height is computed by dividing the NAVD 88
 DK9882.geopotential number by the normal gravity value computed on the
 DK9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9882.degrees latitude (g = 980.6199 gals.).
 DK9882
 DK9882.The modeled gravity was interpolated from observed gravity values.
 DK9882
 DK9882;                    North         East    Units  Estimated Accuracy
 DK9882;SPC MN S     -   159,864.      969,508.      MT  (+/- 10 meters HH2 GPS)
 DK9882
 DK9882                          SUPERSEDED SURVEY CONTROL
 DK9882
 DK9882.No superseded survey control is available for this station.
 DK9882
 DK9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8862919057(NAD 83)
 DK9882
 DK9882_MARKER: DD = SURVEY DISK
 DK9882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9882_STAMPING: 2309 AA 2006
 DK9882_MARK LOGO: MNDT  
 DK9882_PROJECTION: FLUSH
 DK9882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9882+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DK9882_ROD/PIPE-DEPTH:  4.6 meters
 DK9882
 DK9882  HISTORY     - Date     Condition        Report By
 DK9882  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9882  HISTORY     - 20071002 GOOD             MNDT
 DK9882
 DK9882                          STATION DESCRIPTION
 DK9882
 DK9882'DESCRIBED BY MN DEPT OF TRANSP 2007 (DAB)
 DK9882'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF MABEL, 5.9 MI
 DK9882'(9.5 KM) EAST-SOUTHEAST OF HARMONY, 1.5 MI (2.4 KM) EAST-SOUTHEAST OF
 DK9882'CANTON AND 1.75 MI (2.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE
 DK9882'JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN CANTON, AT TRUNK
 DK9882'HIGHWAY 52 MILE POINT 2.60, 70.7 FT (21.5 M) SOUTHWEST OF TRUNK
 DK9882'HIGHWAY 52, 6.0 FT (1.8 M) NORTHWEST OF WILD FLOWERS PLANTED SIGN
 DK9882'POST, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9883 ***********************************************************************
 DK9883  DESIGNATION -  2309 AB
 DK9883  PID         -  DK9883
 DK9883  STATE/COUNTY-  MN/FILLMORE
 DK9883  COUNTRY     -  US
 DK9883  USGS QUAD   -  CANTON (1965)
 DK9883
 DK9883                         *CURRENT SURVEY CONTROL
 DK9883  ______________________________________________________________________
 DK9883* NAD 83(1986) POSITION- 43 32 00.4    (N) 091 56 22.7    (W)   HD_HELD2  
 DK9883* NAVD 88 ORTHO HEIGHT -   408.650  (meters)    1340.71  (feet) ADJUSTED  
 DK9883  ______________________________________________________________________
 DK9883  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 DK9883  DYNAMIC HEIGHT  -        408.559 (meters)     1340.41  (feet) COMP
 DK9883  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 DK9883
 DK9883  VERT ORDER      -  SECOND    CLASS I
 DK9883
 DK9883.The horizontal coordinates were scaled from a topographic map and have
 DK9883.an estimated accuracy of +/- 6 seconds.
 DK9883.
 DK9883.The orthometric height was determined by differential leveling and
 DK9883.adjusted in April 2010.
 DK9883
 DK9883.Photographs are available for this station.
 DK9883
 DK9883.The dynamic height is computed by dividing the NAVD 88
 DK9883.geopotential number by the normal gravity value computed on the
 DK9883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9883.degrees latitude (g = 980.6199 gals.).
 DK9883
 DK9883.The modeled gravity was interpolated from observed gravity values.
 DK9883
 DK9883;                    North         East    Units  Estimated Accuracy
 DK9883;SPC MN S     -   161,373.      966,536.      MT  (+/- 10 meters HH2 GPS)
 DK9883
 DK9883                          SUPERSEDED SURVEY CONTROL
 DK9883
 DK9883.No superseded survey control is available for this station.
 DK9883
 DK9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8567720601(NAD 83)
 DK9883
 DK9883_MARKER: DD = SURVEY DISK
 DK9883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9883_STAMPING: 2309 AB 2006
 DK9883_MARK LOGO: MNDT  
 DK9883_PROJECTION: PROJECTING 3 CENTIMETERS
 DK9883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9883+STABILITY: SURFACE MOTION
 DK9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9883+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DK9883_ROD/PIPE-DEPTH:  2.4 meters
 DK9883
 DK9883  HISTORY     - Date     Condition        Report By
 DK9883  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9883  HISTORY     - 20071002 GOOD             MNDT
 DK9883  HISTORY     - 20071002 GOOD             MNDT
 DK9883
 DK9883                          STATION DESCRIPTION
 DK9883
 DK9883'DESCRIBED BY MN DEPT OF TRANSP 2007 (DAB)
 DK9883'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF MABEL, 3.8 MI
 DK9883'(6.1 KM) EAST-SOUTHEAST OF HARMONY AND 0.5 MI (0.8 KM) WEST ALONG
 DK9883'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD
 DK9883'21 IN CANTON, AT TRUNK HIGHWAY 52 MILE POINT 4.96, 99.30 FT (30.3 M)
 DK9883'NORTH OF TRUNK HIGHWAY 52, 26.0 FT (7.9 M) EAST OF ENTRANCE, 1.0 FT
 DK9883'(0.3 M) EAST OF A WITNESS POST.
 DK9883
 DK9883                          STATION RECOVERY (2007)
 DK9883
 DK9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAB)
 DK9883'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF MABEL, 3.8 MI
 DK9883'(6.1 KM) EAST-SOUTHEAST OF HARMONY AND 0.5 MI (0.8 KM) WEST ALONG
 DK9883'TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD
 DK9883'21 IN CANTON, AT TRUNK HIGHWAY 52 MILE POINT 4.96, 99.30 FT (30.3 M)
 DK9883'NORTH OF TRUNK HIGHWAY 52, 26.0 FT (7.9 M) EAST OF ENTRANCE, 1.0 FT
 DK9883'(0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1507 ***********************************************************************
 OO1507  DESIGNATION -  2309 B
 OO1507  PID         -  OO1507
 OO1507  STATE/COUNTY-  MN/FILLMORE
 OO1507  COUNTRY     -  US
 OO1507  USGS QUAD   -  HARMONY (1965)
 OO1507
 OO1507                         *CURRENT SURVEY CONTROL
 OO1507  ______________________________________________________________________
 OO1507* NAD 83(1986) POSITION- 43 33 18.5    (N) 092 00 32.0    (W)   HD_HELD2  
 OO1507* NAVD 88 ORTHO HEIGHT -   412.293  (meters)    1352.66  (feet) ADJUSTED  
 OO1507  ______________________________________________________________________
 OO1507  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 OO1507  DYNAMIC HEIGHT  -        412.196 (meters)     1352.35  (feet) COMP
 OO1507  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OO1507
 OO1507  VERT ORDER      -  SECOND    CLASS I
 OO1507
 OO1507.The horizontal coordinates were established by autonomous hand held GPS
 OO1507.observations and have an estimated accuracy of +/- 10 meters.
 OO1507.
 OO1507.The orthometric height was determined by differential leveling and
 OO1507.adjusted in June 1991.
 OO1507
 OO1507.Photographs are available for this station.
 OO1507
 OO1507.The dynamic height is computed by dividing the NAVD 88
 OO1507.geopotential number by the normal gravity value computed on the
 OO1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1507.degrees latitude (g = 980.6199 gals.).
 OO1507
 OO1507.The modeled gravity was interpolated from observed gravity values.
 OO1507
 OO1507;                    North         East    Units  Estimated Accuracy
 OO1507;SPC MN S     -   163,644.      960,881.      MT  (+/- 10 meters HH2 GPS)
 OO1507
 OO1507                          SUPERSEDED SURVEY CONTROL
 OO1507
 OO1507.No superseded survey control is available for this station.
 OO1507
 OO1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8005222942(NAD 83)
 OO1507
 OO1507_MARKER: DV = VERTICAL CONTROL DISK
 OO1507_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1507_SP_SET: WATER TANK FOOTING
 OO1507_STAMPING: 2309 B 1981
 OO1507_MARK LOGO: MNDT  
 OO1507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1507+STABILITY: SURFACE MOTION
 OO1507
 OO1507  HISTORY     - Date     Condition        Report By
 OO1507  HISTORY     - 1981     MONUMENTED       MNDT
 OO1507  HISTORY     - 19911001 GOOD             MNDT
 OO1507
 OO1507                          STATION DESCRIPTION
 OO1507
 OO1507'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1507'IN HARMONY.
 OO1507'THE MARK IS LOCATED IN THE TOWN OF HARMONY, IN THE NW 1/4 OF SECTION
 OO1507'14, T101N, R10W, IN THE TOP OF THE EAST SIDE OF THE CONCRETE BASE OF
 OO1507'THE SOUTHEAST LEG OF THE CITY WATER TANK, 0.05 MILE SOUTHWEST OF TRUNK
 OO1507'HIGHWAY 52 (ACROSS ABANDONED RAILROAD GRADE AND 1ST AVENUE NORTHEAST),
 OO1507'41 FEET WEST OF THE CENTER OF 1ST AVENUE NORTHEAST, AND 70 FEET SOUTH
 OO1507'OF THE CENTER OF 1ST STREET NORTHEAST.  THE MARK, A STANDARD MNDT
 OO1507'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 B 1981---, IS SET FLUSH
 OO1507'IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE SOUTHEAST LEG
 OO1507'OF THE WATER TANK AND IS 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 OO1507
 OO1507                          STATION RECOVERY (1991)
 OO1507
 OO1507'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1507'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1229 ***********************************************************************
 ON1229  DESIGNATION -  2309 C
 ON1229  PID         -  ON1229
 ON1229  STATE/COUNTY-  MN/FILLMORE
 ON1229  COUNTRY     -  US
 ON1229  USGS QUAD   -  CANTON (1965)
 ON1229
 ON1229                         *CURRENT SURVEY CONTROL
 ON1229  ______________________________________________________________________
 ON1229* NAD 83(1986) POSITION- 43 33 18.     (N) 091 59 26.     (W)   SCALED    
 ON1229* NAVD 88 ORTHO HEIGHT -   409.641  (meters)    1343.96  (feet) ADJUSTED  
 ON1229  ______________________________________________________________________
 ON1229  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 ON1229  DYNAMIC HEIGHT  -        409.545 (meters)     1343.65  (feet) COMP
 ON1229  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 ON1229
 ON1229  VERT ORDER      -  SECOND    CLASS I
 ON1229
 ON1229.The horizontal coordinates were scaled from a topographic map and have
 ON1229.an estimated accuracy of +/- 6 seconds.
 ON1229.
 ON1229.The orthometric height was determined by differential leveling and
 ON1229.adjusted in June 1991.
 ON1229
 ON1229.The dynamic height is computed by dividing the NAVD 88
 ON1229.geopotential number by the normal gravity value computed on the
 ON1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1229.degrees latitude (g = 980.6199 gals.).
 ON1229
 ON1229.The modeled gravity was interpolated from observed gravity values.
 ON1229
 ON1229;                    North         East    Units  Estimated Accuracy
 ON1229;SPC MN S     -   163,670.      962,360.      MT  (+/- 180 meters Scaled)
 ON1229
 ON1229                          SUPERSEDED SURVEY CONTROL
 ON1229
 ON1229.No superseded survey control is available for this station.
 ON1229
 ON1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ815229(NAD 83)
 ON1229
 ON1229_MARKER: DV = VERTICAL CONTROL DISK
 ON1229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1229_SP_SET: ALUMINUM ALLOY ROD
 ON1229_STAMPING: 2309 C 1981
 ON1229_MARK LOGO: MNDT  
 ON1229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1229
 ON1229  HISTORY     - Date     Condition        Report By
 ON1229  HISTORY     - 1981     MONUMENTED       MNDT
 ON1229  HISTORY     - 19910910 GOOD             MNDT
 ON1229
 ON1229                          STATION DESCRIPTION
 ON1229
 ON1229'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1229'1 MI EAST FROM HARMONY.
 ON1229'THE MARK IS LOCATED ABOUT 1 MILE EAST OF THE TOWN OF HARMONY, IN THE
 ON1229'NE 1/4 OF SECTION 14, T101N, R10W, 1.0 MILE EAST ALONG TRUNK HIGHWAY
 ON1229'52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 139 AT HARMONY, AT THE
 ON1229'NORTHEAST CORNER OF AN ELECTRIC COMPANY SUBSTATION, 151.7 FEET SOUTH
 ON1229'OF THE CENTERLINE OF TRUNK HIGHWAY 52, 31 FEET WEST OF THE CENTER OF A
 ON1229'TOWNSHIP ROAD, 2.5 FEET NORTHWEST OF POWER POLE NUMBER GH 9 14, 1.3
 ON1229'FEET EAST OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE AROUND THE
 ON1229'SUBSTATION, AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 ON1229'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 ON1229'STAMPED---2309 C 1981---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 ON1229'80 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 1 INCH ABOVE THE
 ON1229'SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF THE
 ON1229'TOWNSHIP ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 ON1229
 ON1229                          STATION RECOVERY (1991)
 ON1229
 ON1229'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 ON1229'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1228 ***********************************************************************
 ON1228  DESIGNATION -  2309 D
 ON1228  PID         -  ON1228
 ON1228  STATE/COUNTY-  MN/FILLMORE
 ON1228  COUNTRY     -  US
 ON1228  USGS QUAD   -  CANTON (1965)
 ON1228
 ON1228                         *CURRENT SURVEY CONTROL
 ON1228  ______________________________________________________________________
 ON1228* NAD 83(1986) POSITION- 43 33 18.     (N) 091 59 06.     (W)   SCALED    
 ON1228* NAVD 88 ORTHO HEIGHT -   407.946  (meters)    1338.40  (feet) ADJUSTED  
 ON1228  ______________________________________________________________________
 ON1228  GEOID HEIGHT    -        -30.19  (meters)                     GEOID09
 ON1228  DYNAMIC HEIGHT  -        407.851 (meters)     1338.09  (feet) COMP
 ON1228  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 ON1228
 ON1228  VERT ORDER      -  SECOND    CLASS I
 ON1228
 ON1228.The horizontal coordinates were scaled from a topographic map and have
 ON1228.an estimated accuracy of +/- 6 seconds.
 ON1228.
 ON1228.The orthometric height was determined by differential leveling and
 ON1228.adjusted in June 1991.
 ON1228
 ON1228.The dynamic height is computed by dividing the NAVD 88
 ON1228.geopotential number by the normal gravity value computed on the
 ON1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1228.degrees latitude (g = 980.6199 gals.).
 ON1228
 ON1228.The modeled gravity was interpolated from observed gravity values.
 ON1228
 ON1228;                    North         East    Units  Estimated Accuracy
 ON1228;SPC MN S     -   163,680.      962,810.      MT  (+/- 180 meters Scaled)
 ON1228
 ON1228                          SUPERSEDED SURVEY CONTROL
 ON1228
 ON1228.No superseded survey control is available for this station.
 ON1228
 ON1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ819229(NAD 83)
 ON1228
 ON1228_MARKER: DB = BENCH MARK DISK
 ON1228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1228_SP_SET: HEADWALL
 ON1228_STAMPING: 2309 D 1981
 ON1228_MARK LOGO: MNDT  
 ON1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1228+STABILITY: SURFACE MOTION
 ON1228
 ON1228  HISTORY     - Date     Condition        Report By
 ON1228  HISTORY     - 1981     MONUMENTED       MNDT
 ON1228
 ON1228                          STATION DESCRIPTION
 ON1228
 ON1228'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1228'1.25 MI EAST FROM HARMONY.
 ON1228'THE MARK IS LOCATED ABOUT 1-1/4 MILES EAST OF THE TOWN OF HARMONY, IN
 ON1228'THE NW 1/4 OF SECTION 13, T101N, R10W, 1.25 MILES EAST ALONG TRUNK
 ON1228'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 139 AT HARMONY, IN THE
 ON1228'TOP OF THE SOUTHEAST HEADWALL OF A 4 FOOT LONG BY 7 FOOT DEEP CONCRETE
 ON1228'BOX CULVERT (CATTLE PASS) UNDER TRUNK HIGHWAY 52, AND 22.5 FEET SOUTH
 ON1228'OF THE CENTERLINE OF TRUNK HIGHWAY 52.  THE MARK, A STANDARD MNDT
 ON1228'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 D 1981---, IS SET FLUSH
 ON1228'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND IS ABOUT 1
 ON1228'FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1227 ***********************************************************************
 ON1227  DESIGNATION -  2309 E
 ON1227  PID         -  ON1227
 ON1227  STATE/COUNTY-  MN/FILLMORE
 ON1227  COUNTRY     -  US
 ON1227  USGS QUAD   -  CANTON (1965)
 ON1227
 ON1227                         *CURRENT SURVEY CONTROL
 ON1227  ______________________________________________________________________
 ON1227* NAD 83(1986) POSITION- 43 33 18.     (N) 091 58 29.     (W)   SCALED    
 ON1227* NAVD 88 ORTHO HEIGHT -   409.829  (meters)    1344.58  (feet) ADJUSTED  
 ON1227  ______________________________________________________________________
 ON1227  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 ON1227  DYNAMIC HEIGHT  -        409.735 (meters)     1344.27  (feet) COMP
 ON1227  MODELED GRAVITY -    980,377.1   (mgal)                       NAVD 88
 ON1227
 ON1227  VERT ORDER      -  SECOND    CLASS I
 ON1227
 ON1227.The horizontal coordinates were scaled from a topographic map and have
 ON1227.an estimated accuracy of +/- 6 seconds.
 ON1227.
 ON1227.The orthometric height was determined by differential leveling and
 ON1227.adjusted in June 1991.
 ON1227
 ON1227.The dynamic height is computed by dividing the NAVD 88
 ON1227.geopotential number by the normal gravity value computed on the
 ON1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1227.degrees latitude (g = 980.6199 gals.).
 ON1227
 ON1227.The modeled gravity was interpolated from observed gravity values.
 ON1227
 ON1227;                    North         East    Units  Estimated Accuracy
 ON1227;SPC MN S     -   163,700.      963,640.      MT  (+/- 180 meters Scaled)
 ON1227
 ON1227                          SUPERSEDED SURVEY CONTROL
 ON1227
 ON1227.No superseded survey control is available for this station.
 ON1227
 ON1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ828229(NAD 83)
 ON1227
 ON1227_MARKER: DB = BENCH MARK DISK
 ON1227_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1227_SP_SET: HEADWALL
 ON1227_STAMPING: 2309 E 1981
 ON1227_MARK LOGO: MNDT  
 ON1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1227+STABILITY: SURFACE MOTION
 ON1227
 ON1227  HISTORY     - Date     Condition        Report By
 ON1227  HISTORY     - 1981     MONUMENTED       MNDT
 ON1227
 ON1227                          STATION DESCRIPTION
 ON1227
 ON1227'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1227'1.75 MI EAST FROM HARMONY.
 ON1227'THE MARK IS LOCATED ABOUT 1-3/4 MILES EAST OF THE TOWN OF HARMONY, IN
 ON1227'THE NE 1/4 OF SECTION 13, T101N, R10W, 1.75 MILES EAST ALONG TRUNK
 ON1227'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 139 AT HARMONY OR 0.25
 ON1227'MILE WEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD
 ON1227'115, IN THE TOP OF THE SOUTHEAST HEADWALL OF A 5 FOOT LONG BY 8 FOOT
 ON1227'DEEP CONCRETE BOX CULVERT (CATTLE PASS) UNDER TRUNK HIGHWAY 52, AND
 ON1227'23.0 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 52.  THE MARK, A
 ON1227'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2309 E 1981---,
 ON1227'IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST HEADWALL AND
 ON1227'IS ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1226 ***********************************************************************
 ON1226  DESIGNATION -  2309 F
 ON1226  PID         -  ON1226
 ON1226  STATE/COUNTY-  MN/FILLMORE
 ON1226  COUNTRY     -  US
 ON1226  USGS QUAD   -  CANTON (1965)
 ON1226
 ON1226                         *CURRENT SURVEY CONTROL
 ON1226  ______________________________________________________________________
 ON1226* NAD 83(1986) POSITION- 43 33 14.4    (N) 091 57 52.4    (W)   HD_HELD2  
 ON1226* NAVD 88 ORTHO HEIGHT -   410.972  (meters)    1348.33  (feet) ADJUSTED  
 ON1226  ______________________________________________________________________
 ON1226  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 ON1226  DYNAMIC HEIGHT  -        410.879 (meters)     1348.03  (feet) COMP
 ON1226  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 ON1226
 ON1226  VERT ORDER      -  SECOND    CLASS I
 ON1226
 ON1226.The horizontal coordinates were scaled from a topographic map and have
 ON1226.an estimated accuracy of +/- 6 seconds.
 ON1226.
 ON1226.The orthometric height was determined by differential leveling and
 ON1226.adjusted in June 1991.
 ON1226
 ON1226.Photographs are available for this station.
 ON1226
 ON1226.The dynamic height is computed by dividing the NAVD 88
 ON1226.geopotential number by the normal gravity value computed on the
 ON1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1226.degrees latitude (g = 980.6199 gals.).
 ON1226
 ON1226.The modeled gravity was interpolated from observed gravity values.
 ON1226
 ON1226;                    North         East    Units  Estimated Accuracy
 ON1226;SPC MN S     -   163,605.      964,466.      MT  (+/- 10 meters HH2 GPS)
 ON1226
 ON1226                          SUPERSEDED SURVEY CONTROL
 ON1226
 ON1226.No superseded survey control is available for this station.
 ON1226
 ON1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8363522859(NAD 83)
 ON1226
 ON1226_MARKER: DV = VERTICAL CONTROL DISK
 ON1226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1226_SP_SET: ALUMINUM ALLOY ROD
 ON1226_STAMPING: 2309 F 1981
 ON1226_MARK LOGO: MNDT  
 ON1226_PROJECTION: RECESSED 8 CENTIMETERS
 ON1226_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1226+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 ON1226
 ON1226  HISTORY     - Date     Condition        Report By
 ON1226  HISTORY     - 1981     MONUMENTED       MNDT
 ON1226  HISTORY     - 20071003 GOOD             MNDT
 ON1226
 ON1226                          STATION DESCRIPTION
 ON1226
 ON1226'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1226'2.25 MI EAST FROM HARMONY.
 ON1226'THE MARK IS LOCATED ABOUT 2-1/4 MILES EAST OF THE TOWN OF HARMONY, IN
 ON1226'THE NW 1/4 OF SECTION 18, T101N, R9W, 2.3 MILES EAST ALONG TRUNK
 ON1226'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 139 AT HARMONY OR 0.25
 ON1226'MILE EAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD
 ON1226'115, 49.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 52, 3.0 FEET
 ON1226'NORTH OF A POWER POLE WITH A GUY WIRE, 0.9 FOOT SOUTH OF A FENCELINE,
 ON1226'AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 ON1226'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2309 F 1981---, IS
 ON1226'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 13 FOOT LONG ALUMINUM ROD
 ON1226'DRIVEN TO REFUSAL THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 ON1226'ABOUT LEVEL WITH TRUNK HIGHWAY 52 AT MILEPOINT 6.9.  A MAGNET IN THE
 ON1226'DISK MAKES THE MARK MAGNETIC.
 ON1226
 ON1226                          STATION RECOVERY (2007)
 ON1226
 ON1226'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1226'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF PRESTON,
 ON1226'2.4 MI (3.9 KM) NORTHWEST OF CANTON AND 2.25 MI (3.6 KM) EAST OF
 ON1226'HARMONY, 2.3 MI (3.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 139 AND
 ON1226'TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 5.15, 49.0 FT (14.9
 ON1226'M) NORTH OF TRUNK HIGHWAY 52, 0.9 FT (0.3 M) SOUTH OF A FENCE LINE,
 ON1226'0.6 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1173 ***********************************************************************
 ON1173  DESIGNATION -  2309 G
 ON1173  PID         -  ON1173
 ON1173  STATE/COUNTY-  MN/FILLMORE
 ON1173  COUNTRY     -  US
 ON1173  USGS QUAD   -  CANTON (1965)
 ON1173
 ON1173                         *CURRENT SURVEY CONTROL
 ON1173  ______________________________________________________________________
 ON1173* NAD 83(1996) POSITION- 43 32 38.20466(N) 091 57 18.16626(W)   NO CHECK  
 ON1173* NAVD 88 ORTHO HEIGHT -   407.102  (meters)    1335.63  (feet) ADJUSTED  
 ON1173  ______________________________________________________________________
 ON1173  LAPLACE CORR    -          2.18  (seconds)                    DEFLEC09
 ON1173  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 ON1173  DYNAMIC HEIGHT  -        407.010 (meters)     1335.33  (feet) COMP
 ON1173  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 ON1173
 ON1173  HORZ ORDER      -  SECOND
 ON1173  VERT ORDER      -  SECOND    CLASS I
 ON1173
 ON1173.The horizontal coordinates were established by classical geodetic methods
 ON1173.and adjusted by the National Geodetic Survey in March 1999.
 ON1173.
 ON1173.No horizontal observational check was made to the station.
 ON1173.
 ON1173.The orthometric height was determined by differential leveling and
 ON1173.adjusted in June 1991.
 ON1173
 ON1173.The Laplace correction was computed from DEFLEC09 derived deflections.
 ON1173
 ON1173.The dynamic height is computed by dividing the NAVD 88
 ON1173.geopotential number by the normal gravity value computed on the
 ON1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1173.degrees latitude (g = 980.6199 gals.).
 ON1173
 ON1173.The modeled gravity was interpolated from observed gravity values.
 ON1173
 ON1173. The following values were computed from the NAD 83(1996) position.
 ON1173
 ON1173;                    North         East     Units Scale Factor Converg.
 ON1173;SPC IA N     - 1,228,189.771 1,624,860.921   MT  1.00006247   +1 02 49.5
 ON1173;SPC IA N     - 4,029,485.94  5,330,897.87   sFT  1.00006247   +1 02 49.5
 ON1173;SPC MN S     -   162,507.865   965,261.821   MT  1.00006045   +1 26 00.1
 ON1173;SPC MN S     -   533,161.22  3,166,863.16   sFT  1.00006045   +1 26 00.1
 ON1173;UTM  15      - 4,821,752.280   584,417.539   MT  0.99968766   +0 43 11.7
 ON1173
 ON1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON1173!SPC IA N     -   0.99994089  x   1.00006247  =   1.00000336
 ON1173!SPC MN S     -   0.99994089  x   1.00006045  =   1.00000134
 ON1173!UTM  15      -   0.99994089  x   0.99968766  =   0.99962857
 ON1173
 ON1173                          SUPERSEDED SURVEY CONTROL
 ON1173
 ON1173  NAD 83(1986)-  43 32 38.19704(N)    091 57 18.16547(W) AD(       ) 2
 ON1173  NGVD 29 (03/28/90)  407.1    (m)         1336.     (f) VERT ANG       
 ON1173
 ON1173.Superseded values are not recommended for survey control.
 ON1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON1173.See file dsdata.txt to determine how the superseded data were derived.
 ON1173
 ON1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8441721752(NAD 83)
 ON1173
 ON1173_MARKER: DV = VERTICAL CONTROL DISK
 ON1173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1173_SP_SET: ALUMINUM ALLOY ROD
 ON1173_STAMPING: 2309 G 1981
 ON1173_MARK LOGO: MNDT  
 ON1173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 ON1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1173
 ON1173  HISTORY     - Date     Condition        Report By
 ON1173  HISTORY     - 1981     MONUMENTED       MNDT
 ON1173  HISTORY     - 1981     GOOD             MNDT
 ON1173
 ON1173                          STATION DESCRIPTION
 ON1173
 ON1173'DESCRIBED BY MN DEPT OF TRANSP 1981 (DKH)
 ON1173'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST-NORTHWEST OF THE TOWN OF
 ON1173'CANTON, IN THE NE 1/4 OF SECTION 19, T101N, R9W, IN THE SOUTHWEST
 ON1173'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 52 AND A EAST - WEST
 ON1173'GRAVEL ROAD.
 ON1173'
 ON1173'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY
 ON1173'ROAD 21 IN CANTON, GO WEST AND NORTHWEST ON TRUNK HIGHWAY 52 FOR 1.6
 ON1173'MILES TO A GRAVEL CROSSROAD AND THE STATION ON THE LEFT.
 ON1173'
 ON1173'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 ON1173'DISK STAMPED---2309 G 1981---, IS SET ON THE TOP OF A 5/8 INCH
 ON1173'DIAMETER BY 29 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT PROJECTS
 ON1173'0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE
 ON1173'LEVEL OF THE GRAVEL ROAD.  THE MARK IS 161.5 FEET SOUTHWEST OF THE
 ON1173'CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 6.0, 36 FEET SOUTH OF THE
 ON1173'CENTER OF THE GRAVEL ROAD, 27 FEET EAST OF THE CENTER OF A FIELD
 ON1173'ENTRANCE, 62.2 FEET EAST OF A POWER POLE, 26.4 FEET WEST OF A HIGH
 ON1173'TENSION POWER POLE, AND 1.5 FEET EAST OF A STEEL WITNESS POST.
 ON1173'
 ON1173'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 ON1173'
 ON1173'THIS STATION IS AN AZIMUTH MARK FOR STATION PETER MNDT.
 ON1173
 ON1173                          STATION RECOVERY (1981)
 ON1173
 ON1173'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 ON1173'2.8 MI ESE FROM HARMONY.
 ON1173'THE MARK IS LOCATED ABOUT 2-3/4 MILES EAST-SOUTHEAST OF THE TOWN OF
 ON1173'HARMONY, IN THE NE 1/4 OF SECTION 19, T101N, R9W, 3.1 MILES EAST AND
 ON1173'SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 ON1173'139 AT HARMONY OR 1.6 MILES WEST AND NORTHWEST ALONG TRUNK HIGHWAY 52
 ON1173'FROM ITS JUNCTION WITH COUNTY ROAD 21 AT CANTON, 161.5 FEET SOUTHWEST
 ON1173'OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 6.0, 36 FEET SOUTH
 ON1173'OF THE CENTER OF A TOWNSHIP ROAD, 27 FEET EAST OF THE CENTER OF A
 ON1173'FIELD ENTRANCE, 62.2 FEET EAST OF A POWER POLE, 26.4 FEET WEST OF A
 ON1173'HIGH TENSION POWER POLE, AND 1.5 FEET EAST OF A STEEL WITNESS POST.
 ON1173'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 ON1173'STAMPED---2309 G 1981---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 ON1173'29 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 2 INCHES ABOVE THE
 ON1173'SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 ON1173'TOWNSHIP ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1224 ***********************************************************************
 ON1224  DESIGNATION -  2309 H
 ON1224  PID         -  ON1224
 ON1224  STATE/COUNTY-  MN/FILLMORE
 ON1224  COUNTRY     -  US
 ON1224  USGS QUAD   -  CANTON (1965)
 ON1224
 ON1224                         *CURRENT SURVEY CONTROL
 ON1224  ______________________________________________________________________
 ON1224* NAD 83(1986) POSITION- 43 32 19.     (N) 091 57 00.     (W)   SCALED    
 ON1224* NAVD 88 ORTHO HEIGHT -   410.202  (meters)    1345.80  (feet) ADJUSTED  
 ON1224  ______________________________________________________________________
 ON1224  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 ON1224  DYNAMIC HEIGHT  -        410.110 (meters)     1345.50  (feet) COMP
 ON1224  MODELED GRAVITY -    980,382.8   (mgal)                       NAVD 88
 ON1224
 ON1224  VERT ORDER      -  SECOND    CLASS I
 ON1224
 ON1224.The horizontal coordinates were scaled from a topographic map and have
 ON1224.an estimated accuracy of +/- 6 seconds.
 ON1224.
 ON1224.The orthometric height was determined by differential leveling and
 ON1224.adjusted in June 1991.
 ON1224
 ON1224.The dynamic height is computed by dividing the NAVD 88
 ON1224.geopotential number by the normal gravity value computed on the
 ON1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1224.degrees latitude (g = 980.6199 gals.).
 ON1224
 ON1224.The modeled gravity was interpolated from observed gravity values.
 ON1224
 ON1224;                    North         East    Units  Estimated Accuracy
 ON1224;SPC MN S     -   161,930.      965,680.      MT  (+/- 180 meters Scaled)
 ON1224
 ON1224                          SUPERSEDED SURVEY CONTROL
 ON1224
 ON1224.No superseded survey control is available for this station.
 ON1224
 ON1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ848211(NAD 83)
 ON1224
 ON1224_MARKER: DB = BENCH MARK DISK
 ON1224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1224_SP_SET: ALUMINUM ALLOY ROD
 ON1224_STAMPING: 2309 H 1981
 ON1224_MARK LOGO: MNDT  
 ON1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1224
 ON1224  HISTORY     - Date     Condition        Report By
 ON1224  HISTORY     - 1981     MONUMENTED       MNDT
 ON1224
 ON1224                          STATION DESCRIPTION
 ON1224
 ON1224'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1224'1.1 MI NW FROM CANTON.
 ON1224'THE MARK IS LOCATED ABOUT 1 MILE NORTHWEST OF THE TOWN OF CANTON, IN
 ON1224'THE NE 1/4 OF SECTION 19, T101N, R9W, 1.15 MILES WEST AND NORTHWEST
 ON1224'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 21 AT
 ON1224'CANTON, 154 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 52, 29
 ON1224'FEET WEST OF THE CENTER OF A TOWNSHIP ROAD, 81.5 FEET SOUTHWEST OF
 ON1224'BURIED TELEPHONE CABLE MARKER NUMBER A2B5A, 80.2 FEET SOUTHWEST OF
 ON1224'RIGHT-OF-WAY MARKER CL 75 FT STA 744+07.4 SP 20 - 37 SEC 2, 8.0 FEET
 ON1224'EAST OF A POWER POLE ON A NORTH - SOUTH LINE, 1.4 FEET EAST OF A FENCE
 ON1224'POST AT THE SOUTH EDGE OF A FIELD ENTRANCE, AND 0.9 FOOT EAST OF A
 ON1224'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 ON1224'CONTROL MONUMENT DISK STAMPED---2309 H 1981---, IS SET ON THE TOP OF A
 ON1224'3/4 INCH DIAMETER BY 26 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 2
 ON1224'INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET BELOW THE
 ON1224'LEVEL OF THE TOWNSHIP ROAD.  A MAGNET IN THE DISK MAKES THE MARK
 ON1224'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1223 ***********************************************************************
 ON1223  DESIGNATION -  2309 J
 ON1223  PID         -  ON1223
 ON1223  STATE/COUNTY-  MN/FILLMORE
 ON1223  COUNTRY     -  US
 ON1223  USGS QUAD   -  CANTON (1965)
 ON1223
 ON1223                         *CURRENT SURVEY CONTROL
 ON1223  ______________________________________________________________________
 ON1223* NAD 83(1986) POSITION- 43 31 59.     (N) 091 56 22.     (W)   SCALED    
 ON1223* NAVD 88 ORTHO HEIGHT -   409.957  (meters)    1345.00  (feet) ADJUSTED  
 ON1223  ______________________________________________________________________
 ON1223  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 ON1223  DYNAMIC HEIGHT  -        409.866 (meters)     1344.70  (feet) COMP
 ON1223  MODELED GRAVITY -    980,384.9   (mgal)                       NAVD 88
 ON1223
 ON1223  VERT ORDER      -  SECOND    CLASS I
 ON1223
 ON1223.The horizontal coordinates were scaled from a topographic map and have
 ON1223.an estimated accuracy of +/- 6 seconds.
 ON1223.
 ON1223.The orthometric height was determined by differential leveling and
 ON1223.adjusted in June 1991.
 ON1223
 ON1223.The dynamic height is computed by dividing the NAVD 88
 ON1223.geopotential number by the normal gravity value computed on the
 ON1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1223.degrees latitude (g = 980.6199 gals.).
 ON1223
 ON1223.The modeled gravity was interpolated from observed gravity values.
 ON1223
 ON1223;                    North         East    Units  Estimated Accuracy
 ON1223;SPC MN S     -   161,330.      966,550.      MT  (+/- 180 meters Scaled)
 ON1223
 ON1223                          SUPERSEDED SURVEY CONTROL
 ON1223
 ON1223.No superseded survey control is available for this station.
 ON1223
 ON1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ856205(NAD 83)
 ON1223
 ON1223_MARKER: DB = BENCH MARK DISK
 ON1223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1223_SP_SET: ALUMINUM ALLOY ROD
 ON1223_STAMPING: 2309 J 1981
 ON1223_MARK LOGO: MNDT  
 ON1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1223
 ON1223  HISTORY     - Date     Condition        Report By
 ON1223  HISTORY     - 1981     MONUMENTED       MNDT
 ON1223
 ON1223                          STATION DESCRIPTION
 ON1223
 ON1223'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1223'0.5 MI WEST FROM CANTON.
 ON1223'THE MARK IS LOCATED ABOUT 1/2 MILE WEST OF THE TOWN OF CANTON, IN THE
 ON1223'SW 1/4 OF SECTION 20, T101N, R9W, 0.5 MILE WEST ALONG TRUNK HIGHWAY 52
 ON1223'FROM ITS JUNCTION WITH COUNTY ROAD 21 AT CANTON, 51.4 FEET
 ON1223'SOUTH-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 52, 121 FEET
 ON1223'EAST-SOUTHEAST OF BURIED TELEPHONE CABLE PEDESTAL NUMBER N3E, 128 FEET
 ON1223'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 1 STORY METAL BUILDING
 ON1223'(COUNTRY SIDE AUTO SALES), 2.0 FEET SOUTHEAST OF A POWER POLE, 1.5
 ON1223'FEET NORTHWEST OF AN END (RAILROAD TIE) FENCE POST, AND 0.9 FOOT NORTH
 ON1223'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 ON1223'CONTROL MONUMENT DISK STAMPED---2309 J 1981---, IS SET ON THE TOP OF A
 ON1223'3/4 INCH DIAMETER BY 18 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT
 ON1223'IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE
 ON1223'LEVEL OF TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE MARK
 ON1223'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1222 ***********************************************************************
 ON1222  DESIGNATION -  2309 K
 ON1222  PID         -  ON1222
 ON1222  STATE/COUNTY-  MN/FILLMORE
 ON1222  COUNTRY     -  US
 ON1222  USGS QUAD   -  CANTON (1965)
 ON1222
 ON1222                         *CURRENT SURVEY CONTROL
 ON1222  ______________________________________________________________________
 ON1222* NAD 83(1986) POSITION- 43 31 45.6    (N) 091 55 48.5    (W)   HD_HELD2  
 ON1222* NAVD 88 ORTHO HEIGHT -   409.954  (meters)    1344.99  (feet) ADJUSTED  
 ON1222  ______________________________________________________________________
 ON1222  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 ON1222  DYNAMIC HEIGHT  -        409.863 (meters)     1344.69  (feet) COMP
 ON1222  MODELED GRAVITY -    980,386.7   (mgal)                       NAVD 88
 ON1222
 ON1222  VERT ORDER      -  SECOND    CLASS I
 ON1222
 ON1222.The horizontal coordinates were scaled from a topographic map and have
 ON1222.an estimated accuracy of +/- 6 seconds.
 ON1222.
 ON1222.The orthometric height was determined by differential leveling and
 ON1222.adjusted in June 1991.
 ON1222
 ON1222.Photographs are available for this station.
 ON1222
 ON1222.The dynamic height is computed by dividing the NAVD 88
 ON1222.geopotential number by the normal gravity value computed on the
 ON1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1222.degrees latitude (g = 980.6199 gals.).
 ON1222
 ON1222.The modeled gravity was interpolated from observed gravity values.
 ON1222
 ON1222;                    North         East    Units  Estimated Accuracy
 ON1222;SPC MN S     -   160,935.      967,315.      MT  (+/- 10 meters HH2 GPS)
 ON1222
 ON1222                          SUPERSEDED SURVEY CONTROL
 ON1222
 ON1222.No superseded survey control is available for this station.
 ON1222
 ON1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8645020155(NAD 83)
 ON1222
 ON1222_MARKER: DV = VERTICAL CONTROL DISK
 ON1222_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 ON1222_SP_SET: WATER TANK FOOTING
 ON1222_STAMPING: 2309 K 1981
 ON1222_MARK LOGO: MNDT  
 ON1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ON1222+STABILITY: POSITION/ELEVATION WELL
 ON1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1222+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 ON1222
 ON1222  HISTORY     - Date     Condition        Report By
 ON1222  HISTORY     - 1981     MONUMENTED       MNDT
 ON1222  HISTORY     - 20071008 GOOD             MNDT
 ON1222
 ON1222                          STATION DESCRIPTION
 ON1222
 ON1222'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1222'IN CANTON.
 ON1222'THE MARK IS LOCATED IN THE TOWN OF CANTON, IN THE NE 1/4 OF SECTION
 ON1222'29, T101N, R9W, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE BASE
 ON1222'FOR THE SOUTHEAST LEG OF THE CITY WATER TANK, 0.25 MILE SOUTH ALONG
 ON1222'COUNTY ROAD 21 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AT CANTON, 92.0
 ON1222'FEET WEST OF THE WEST EDGE OF THE WEST CURB OF COUNTY ROAD 21, 36.7
 ON1222'FEET WEST OF THE SOUTHWEST CORNER OF A 1 STORY STUCCO PUMP HOUSE, AND
 ON1222'30.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY METAL FIRE
 ON1222'DEPARTMENT BUILDING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 ON1222'MONUMENT DISK STAMPED---2309 K 1981---, IS SET FLUSH IN A DRILL HOLE
 ON1222'IN THE CONCRETE BASE OF THE SOUTHEAST LEG OF THE WATER TANK AND IS 3
 ON1222'INCHES ABOVE THE LEVEL OF THE GROUND.
 ON1222
 ON1222                          STATION RECOVERY (2007)
 ON1222
 ON1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1222'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF MABEL, 4.4 MI
 ON1222'(7.1 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, AT THE
 ON1222'CITY WATER TANK, 92 FT (28.0 M) WEST OF WEST EDGE OF CURB ON COUNTY
 ON1222'ROAD 21, 36.7 FT (11.2 M) WEST OF THE SOUTHWEST CORNER OF PUMP HOUSE,
 ON1222'30.8 FT (9.4 M) NORTHWEST OF THE NORTHWEST CORNER OF FIRE DEPARTMENT
 ON1222'BUILDING, IN SOUTH CORNER OF CONCRETE BASE OF SOUTHEAST LEG OF WATER
 ON1222'TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1221 ***********************************************************************
 ON1221  DESIGNATION -  2309 L
 ON1221  PID         -  ON1221
 ON1221  STATE/COUNTY-  MN/FILLMORE
 ON1221  COUNTRY     -  US
 ON1221  USGS QUAD   -  CANTON (1965)
 ON1221
 ON1221                         *CURRENT SURVEY CONTROL
 ON1221  ______________________________________________________________________
 ON1221* NAD 83(1986) POSITION- 43 31 52.5    (N) 091 55 36.7    (W)   HD_HELD2  
 ON1221* NAVD 88 ORTHO HEIGHT -   408.634  (meters)    1340.66  (feet) ADJUSTED  
 ON1221  ______________________________________________________________________
 ON1221  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 ON1221  DYNAMIC HEIGHT  -        408.544 (meters)     1340.36  (feet) COMP
 ON1221  MODELED GRAVITY -    980,387.4   (mgal)                       NAVD 88
 ON1221
 ON1221  VERT ORDER      -  SECOND    CLASS I
 ON1221
 ON1221.The horizontal coordinates were scaled from a topographic map and have
 ON1221.an estimated accuracy of +/- 6 seconds.
 ON1221.
 ON1221.The orthometric height was determined by differential leveling and
 ON1221.adjusted in June 1991.
 ON1221
 ON1221.Photographs are available for this station.
 ON1221
 ON1221.The dynamic height is computed by dividing the NAVD 88
 ON1221.geopotential number by the normal gravity value computed on the
 ON1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1221.degrees latitude (g = 980.6199 gals.).
 ON1221
 ON1221.The modeled gravity was interpolated from observed gravity values.
 ON1221
 ON1221;                    North         East    Units  Estimated Accuracy
 ON1221;SPC MN S     -   161,155.      967,575.      MT  (+/- 10 meters HH2 GPS)
 ON1221
 ON1221                          SUPERSEDED SURVEY CONTROL
 ON1221
 ON1221.No superseded survey control is available for this station.
 ON1221
 ON1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8671220371(NAD 83)
 ON1221
 ON1221_MARKER: DV = VERTICAL CONTROL DISK
 ON1221_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ON1221+WITH SETTING: PAVEMENT
 ON1221_SP_SET: CONCRETE SLAB
 ON1221_STAMPING: 2309 L 1981
 ON1221_MARK LOGO: MNDT  
 ON1221_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1221+STABILITY: SURFACE MOTION
 ON1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1221+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 ON1221
 ON1221  HISTORY     - Date     Condition        Report By
 ON1221  HISTORY     - 1981     MONUMENTED       MNDT
 ON1221  HISTORY     - 20071003 GOOD             MNDT
 ON1221
 ON1221                          STATION DESCRIPTION
 ON1221
 ON1221'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1221'IN CANTON.
 ON1221'THE MARK IS LOCATED IN THE TOWN OF CANTON, IN THE SW 1/4 OF SECTION
 ON1221'21, T101N, R9W, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 ON1221'ROOF OF THE BOILER ROOM AT THE CANTON SCHOOLHOUSE, 0.1 MILE SOUTH OF
 ON1221'TRUNK HIGHWAY 52, 0.15 MILE EAST OF COUNTY ROAD 21, 39.9 FEET EAST OF
 ON1221'THE NORTHEAST CORNER OF THE 2-1/2 STORY BRICK SCHOOLHOUSE, 87 FEET
 ON1221'EAST OF A NORTH - SOUTH STREET, 1.0 FOOT NORTH OF THE NORTH WALL OF
 ON1221'THE SCHOOLHOUSE, AND 7.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 ON1221'CONCRETE SLAB OVER THE BOILER ROOM.  THE MARK, A STANDARD MNDT
 ON1221'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 L 1981---, IS SET FLUSH
 ON1221'IN A DRILL HOLE IN THE CONCRETE SLAB AND IS ABOUT 2 FEET ABOVE THE
 ON1221'LEVEL OF THE STREET.
 ON1221
 ON1221                          STATION RECOVERY (2007)
 ON1221
 ON1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 ON1221'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF MABEL, 4.5 MI
 ON1221'(7.2 KM) EAST-SOUTHEAST OF HARMONY AND IN THE TOWN OF CANTON, ON TOP
 ON1221'OF THE NORTHWEST CORNER OF THE CONCRETE ROOF OF THE BOILER ROOM AT THE
 ON1221'CANTON SCHOOLHOUSE, 0.1 MI (0.2 KM) SOUTH OF TRUNK HIGHWAY 52, 0.15 MI
 ON1221'(0.2 KM) EAST OF COUNTY ROAD 21 ON FILLMORE AVENUE, 39.9 FT (12.2 M)
 ON1221'EAST OF THE NORTHEAST CORNER OF SCHOOL, 87 FT (26.5 M) EAST OF OAK
 ON1221'STREET, 1.0 FT (0.3 M) NORTH OF NORTH WALL OF SCHOOL, 7.7 FT (2.3 M)
 ON1221'SOUTH OF THE NORTHWEST CORNER OF CONCRETE SLAB OVER BOILER ROOM.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1220 ***********************************************************************
 ON1220  DESIGNATION -  2309 M
 ON1220  PID         -  ON1220
 ON1220  STATE/COUNTY-  MN/FILLMORE
 ON1220  COUNTRY     -  US
 ON1220  USGS QUAD   -  CANTON (1965)
 ON1220
 ON1220                         *CURRENT SURVEY CONTROL
 ON1220  ______________________________________________________________________
 ON1220* NAD 83(1986) POSITION- 43 31 57.     (N) 091 55 32.     (W)   SCALED    
 ON1220* NAVD 88 ORTHO HEIGHT -   405.690  (meters)    1331.00  (feet) ADJUSTED  
 ON1220  ______________________________________________________________________
 ON1220  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 ON1220  DYNAMIC HEIGHT  -        405.601 (meters)     1330.71  (feet) COMP
 ON1220  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 ON1220
 ON1220  VERT ORDER      -  SECOND    CLASS I
 ON1220
 ON1220.The horizontal coordinates were scaled from a topographic map and have
 ON1220.an estimated accuracy of +/- 6 seconds.
 ON1220.
 ON1220.The orthometric height was determined by differential leveling and
 ON1220.adjusted in June 1991.
 ON1220
 ON1220.The dynamic height is computed by dividing the NAVD 88
 ON1220.geopotential number by the normal gravity value computed on the
 ON1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1220.degrees latitude (g = 980.6199 gals.).
 ON1220
 ON1220.The modeled gravity was interpolated from observed gravity values.
 ON1220
 ON1220;                    North         East    Units  Estimated Accuracy
 ON1220;SPC MN S     -   161,300.      967,680.      MT  (+/- 180 meters Scaled)
 ON1220
 ON1220                          SUPERSEDED SURVEY CONTROL
 ON1220
 ON1220.No superseded survey control is available for this station.
 ON1220
 ON1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ868205(NAD 83)
 ON1220
 ON1220_MARKER: DB = BENCH MARK DISK
 ON1220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1220_SP_SET: HEADWALL
 ON1220_STAMPING: 2309 M 1981
 ON1220_MARK LOGO: MNDT  
 ON1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1220+STABILITY: SURFACE MOTION
 ON1220
 ON1220  HISTORY     - Date     Condition        Report By
 ON1220  HISTORY     - 1981     MONUMENTED       MNDT
 ON1220
 ON1220                          STATION DESCRIPTION
 ON1220
 ON1220'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1220'IN CANTON.
 ON1220'THE MARK IS LOCATED IN THE TOWN OF CANTON, IN THE SW 1/4 OF SECTION
 ON1220'21, T101N, R8W, 0.2 MILE EAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION
 ON1220'WITH COUNTY ROAD 21 AT CANTON, IN THE TOP OF THE SOUTHEAST HEADWALL OF
 ON1220'A 5 FOOT LONG BY 7 FOOT DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY
 ON1220'52, AND 21.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 52.  THE
 ON1220'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1220'STAMPED---2309 M 1981---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 ON1220'THE SOUTHEAST HEADWALL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK
 ON1220'HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1219 ***********************************************************************
 ON1219  DESIGNATION -  2309 N
 ON1219  PID         -  ON1219
 ON1219  STATE/COUNTY-  MN/FILLMORE
 ON1219  COUNTRY     -  US
 ON1219  USGS QUAD   -  CANTON (1965)
 ON1219
 ON1219                         *CURRENT SURVEY CONTROL
 ON1219  ______________________________________________________________________
 ON1219* NAD 83(1986) POSITION- 43 31 37.     (N) 091 54 48.     (W)   SCALED    
 ON1219* NAVD 88 ORTHO HEIGHT -   399.415  (meters)    1310.41  (feet) ADJUSTED  
 ON1219  ______________________________________________________________________
 ON1219  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 ON1219  DYNAMIC HEIGHT  -        399.328 (meters)     1310.13  (feet) COMP
 ON1219  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 ON1219
 ON1219  VERT ORDER      -  SECOND    CLASS I
 ON1219
 ON1219.The horizontal coordinates were scaled from a topographic map and have
 ON1219.an estimated accuracy of +/- 6 seconds.
 ON1219.
 ON1219.The orthometric height was determined by differential leveling and
 ON1219.adjusted in June 1991.
 ON1219
 ON1219.The dynamic height is computed by dividing the NAVD 88
 ON1219.geopotential number by the normal gravity value computed on the
 ON1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1219.degrees latitude (g = 980.6199 gals.).
 ON1219
 ON1219.The modeled gravity was interpolated from observed gravity values.
 ON1219
 ON1219;                    North         East    Units  Estimated Accuracy
 ON1219;SPC MN S     -   160,710.      968,680.      MT  (+/- 180 meters Scaled)
 ON1219
 ON1219                          SUPERSEDED SURVEY CONTROL
 ON1219
 ON1219.No superseded survey control is available for this station.
 ON1219
 ON1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ878199(NAD 83)
 ON1219
 ON1219_MARKER: DB = BENCH MARK DISK
 ON1219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1219_SP_SET: HEADWALL
 ON1219_STAMPING: 2309 N 1981
 ON1219_MARK LOGO: MNDT  
 ON1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1219+STABILITY: SURFACE MOTION
 ON1219
 ON1219  HISTORY     - Date     Condition        Report By
 ON1219  HISTORY     - 1981     MONUMENTED       MNDT
 ON1219
 ON1219                          STATION DESCRIPTION
 ON1219
 ON1219'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1219'0.95 MI SE FROM CANTON.
 ON1219'THE MARK IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE TOWN OF CANTON, IN
 ON1219'THE NE 1/4 OF SECTION 28, T101N, R9W, 1.0 MILE SOUTHEAST ALONG TRUNK
 ON1219'HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 21 AT CANTON OR 0.2 MILE
 ON1219'SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD
 ON1219'23, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF A 6
 ON1219'FOOT LONG BY 6 FOOT DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 52,
 ON1219'AND 27.0 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 52.  THE
 ON1219'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1219'STAMPED---2309 N 1981---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 ON1219'THE NORTHEAST HEADWALL AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK
 ON1219'HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1218 ***********************************************************************
 ON1218  DESIGNATION -  2309 P
 ON1218  PID         -  ON1218
 ON1218  STATE/COUNTY-  MN/FILLMORE
 ON1218  COUNTRY     -  US
 ON1218  USGS QUAD   -  CANTON (1965)
 ON1218
 ON1218                         *CURRENT SURVEY CONTROL
 ON1218  ______________________________________________________________________
 ON1218* NAD 83(1986) POSITION- 43 31 30.     (N) 091 54 44.     (W)   SCALED    
 ON1218* NAVD 88 ORTHO HEIGHT -   403.858  (meters)    1324.99  (feet) ADJUSTED  
 ON1218  ______________________________________________________________________
 ON1218  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 ON1218  DYNAMIC HEIGHT  -        403.770 (meters)     1324.70  (feet) COMP
 ON1218  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 ON1218
 ON1218  VERT ORDER      -  SECOND    CLASS I
 ON1218
 ON1218.The horizontal coordinates were scaled from a topographic map and have
 ON1218.an estimated accuracy of +/- 6 seconds.
 ON1218.
 ON1218.The orthometric height was determined by differential leveling and
 ON1218.adjusted in June 1991.
 ON1218
 ON1218.The dynamic height is computed by dividing the NAVD 88
 ON1218.geopotential number by the normal gravity value computed on the
 ON1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1218.degrees latitude (g = 980.6199 gals.).
 ON1218
 ON1218.The modeled gravity was interpolated from observed gravity values.
 ON1218
 ON1218;                    North         East    Units  Estimated Accuracy
 ON1218;SPC MN S     -   160,490.      968,780.      MT  (+/- 180 meters Scaled)
 ON1218
 ON1218                          SUPERSEDED SURVEY CONTROL
 ON1218
 ON1218.No superseded survey control is available for this station.
 ON1218
 ON1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ879196(NAD 83)
 ON1218
 ON1218_MARKER: DB = BENCH MARK DISK
 ON1218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1218_SP_SET: HEADWALL
 ON1218_STAMPING: 2309 P 1981
 ON1218_MARK LOGO: MNDT  
 ON1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1218+STABILITY: SURFACE MOTION
 ON1218
 ON1218  HISTORY     - Date     Condition        Report By
 ON1218  HISTORY     - 1981     MONUMENTED       MNDT
 ON1218
 ON1218                          STATION DESCRIPTION
 ON1218
 ON1218'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1218'1 MI SE FROM CANTON.
 ON1218'THE MARK IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE TOWN OF CANTON, IN
 ON1218'THE NE 1/4 OF SECTION 28, T101N, R9W, 1.15 MILES SOUTHEAST ALONG TRUNK
 ON1218'HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 21 AT CANTON OR 0.35
 ON1218'MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY
 ON1218'ROAD 23, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF
 ON1218'A 6 FOOT LONG BY 7 FOOT DEEP CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY
 ON1218'52, AND 22.8 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 52.
 ON1218'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1218'STAMPED---2309 P 1981---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 ON1218'THE NORTHEAST HEADWALL AND IS ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 ON1218'HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1217 ***********************************************************************
 ON1217  DESIGNATION -  2309 Q
 ON1217  PID         -  ON1217
 ON1217  STATE/COUNTY-  MN/FILLMORE
 ON1217  COUNTRY     -  US
 ON1217  USGS QUAD   -  CANTON (1965)
 ON1217
 ON1217                         *CURRENT SURVEY CONTROL
 ON1217  ______________________________________________________________________
 ON1217* NAD 83(1986) POSITION- 43 31 03.     (N) 091 53 52.     (W)   SCALED    
 ON1217* NAVD 88 ORTHO HEIGHT -   408.045  (meters)    1338.73  (feet) ADJUSTED  
 ON1217  ______________________________________________________________________
 ON1217  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1217  DYNAMIC HEIGHT  -        407.957 (meters)     1338.44  (feet) COMP
 ON1217  MODELED GRAVITY -    980,390.9   (mgal)                       NAVD 88
 ON1217
 ON1217  VERT ORDER      -  SECOND    CLASS I
 ON1217
 ON1217.The horizontal coordinates were scaled from a topographic map and have
 ON1217.an estimated accuracy of +/- 6 seconds.
 ON1217.
 ON1217.The orthometric height was determined by differential leveling and
 ON1217.adjusted in June 1991.
 ON1217
 ON1217.The dynamic height is computed by dividing the NAVD 88
 ON1217.geopotential number by the normal gravity value computed on the
 ON1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1217.degrees latitude (g = 980.6199 gals.).
 ON1217
 ON1217.The modeled gravity was interpolated from observed gravity values.
 ON1217
 ON1217;                    North         East    Units  Estimated Accuracy
 ON1217;SPC MN S     -   159,690.      969,960.      MT  (+/- 180 meters Scaled)
 ON1217
 ON1217                          SUPERSEDED SURVEY CONTROL
 ON1217
 ON1217.No superseded survey control is available for this station.
 ON1217
 ON1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ890188(NAD 83)
 ON1217
 ON1217_MARKER: DB = BENCH MARK DISK
 ON1217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1217_SP_SET: HEADWALL
 ON1217_STAMPING: 2309 Q 1981
 ON1217_MARK LOGO: MNDT  
 ON1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1217+STABILITY: SURFACE MOTION
 ON1217
 ON1217  HISTORY     - Date     Condition        Report By
 ON1217  HISTORY     - 1981     MONUMENTED       MNDT
 ON1217
 ON1217                          STATION DESCRIPTION
 ON1217
 ON1217'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1217'1.75 MI SE FROM CANTON.
 ON1217'THE MARK IS LOCATED ABOUT 1-3/4 MILES SOUTHEAST OF THE TOWN OF CANTON,
 ON1217'IN THE SE 1/4 OF SECTION 27, T101N, R9W, 1.8 MILES SOUTHEAST ALONG
 ON1217'TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 21 AT CANTON OR
 ON1217'1.6 MILES WEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK
 ON1217'HIGHWAY 44, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEADWALL
 ON1217'OF A 5 FOOT LONG BY 8 FOOT DEEP CONCRETE BOX CULVERT UNDER TRUNK
 ON1217'HIGHWAY 52, AND 22.5 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 ON1217'52.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 ON1217'STAMPED---2309 Q 1981---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 ON1217'THE SOUTHWEST HEADWALL AND IS ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK
 ON1217'HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9884 ***********************************************************************
 DK9884  DESIGNATION -  2309 Q 1
 DK9884  PID         -  DK9884
 DK9884  STATE/COUNTY-  MN/FILLMORE
 DK9884  COUNTRY     -  US
 DK9884  USGS QUAD   -  CANTON (1965)
 DK9884
 DK9884                         *CURRENT SURVEY CONTROL
 DK9884  ______________________________________________________________________
 DK9884* NAD 83(1986) POSITION- 43 30 53.9    (N) 091 53 06.9    (W)   HD_HELD2  
 DK9884* NAVD 88 ORTHO HEIGHT -   410.459  (meters)    1346.65  (feet) ADJUSTED  
 DK9884  ______________________________________________________________________
 DK9884  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 DK9884  DYNAMIC HEIGHT  -        410.371 (meters)     1346.36  (feet) COMP
 DK9884  MODELED GRAVITY -    980,391.9   (mgal)                       NAVD 88
 DK9884
 DK9884  VERT ORDER      -  SECOND    CLASS I
 DK9884
 DK9884.The horizontal coordinates were scaled from a topographic map and have
 DK9884.an estimated accuracy of +/- 6 seconds.
 DK9884.
 DK9884.The orthometric height was determined by differential leveling and
 DK9884.adjusted in April 2010.
 DK9884
 DK9884.Photographs are available for this station.
 DK9884
 DK9884.The dynamic height is computed by dividing the NAVD 88
 DK9884.geopotential number by the normal gravity value computed on the
 DK9884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9884.degrees latitude (g = 980.6199 gals.).
 DK9884
 DK9884.The modeled gravity was interpolated from observed gravity values.
 DK9884
 DK9884;                    North         East    Units  Estimated Accuracy
 DK9884;SPC MN S     -   159,433.      970,984.      MT  (+/- 10 meters HH2 GPS)
 DK9884
 DK9884                          SUPERSEDED SURVEY CONTROL
 DK9884
 DK9884.No superseded survey control is available for this station.
 DK9884
 DK9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ9009918607(NAD 83)
 DK9884
 DK9884_MARKER: DD = SURVEY DISK
 DK9884_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK9884_SP_SET: PILLAR BASE
 DK9884_STAMPING: 2309 Q 1 2006
 DK9884_MARK LOGO: MNDT  
 DK9884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9884+STABILITY: SURFACE MOTION
 DK9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK9884+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DK9884
 DK9884  HISTORY     - Date     Condition        Report By
 DK9884  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9884  HISTORY     - 20071003 GOOD             MNDT
 DK9884
 DK9884                          STATION DESCRIPTION
 DK9884
 DK9884'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DK9884'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF
 DK9884'HARMONY, 5.8 MI (9.3 KM) WEST OF MABEL AND 2.5 MI (4.0 KM)
 DK9884'EAST-SOUTHEAST OF CANTON, 3.7 MI (6.0 KM) SOUTHEAST ALONG TRUNK
 DK9884'HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN
 DK9884'CANTON, AT TRUNK HIGHWAY 52 MILE POINT 1.65, 67.2 FT (20.5 M) SOUTH OF
 DK9884'TRUNK HIGHWAY 52, 53.5 FT (16.3 M) WEST OF RWIS SITE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1215 ***********************************************************************
 ON1215  DESIGNATION -  2309 R
 ON1215  PID         -  ON1215
 ON1215  STATE/COUNTY-  MN/FILLMORE
 ON1215  COUNTRY     -  US
 ON1215  USGS QUAD   -  CANTON (1965)
 ON1215
 ON1215                         *CURRENT SURVEY CONTROL
 ON1215  ______________________________________________________________________
 ON1215* NAD 83(1986) POSITION- 43 30 54.     (N) 091 53 04.     (W)   SCALED    
 ON1215* NAVD 88 ORTHO HEIGHT -   409.410  (meters)    1343.21  (feet) ADJUSTED  
 ON1215  ______________________________________________________________________
 ON1215  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 ON1215  DYNAMIC HEIGHT  -        409.322 (meters)     1342.92  (feet) COMP
 ON1215  MODELED GRAVITY -    980,392.0   (mgal)                       NAVD 88
 ON1215
 ON1215  VERT ORDER      -  SECOND    CLASS I
 ON1215
 ON1215.The horizontal coordinates were scaled from a topographic map and have
 ON1215.an estimated accuracy of +/- 6 seconds.
 ON1215.
 ON1215.The orthometric height was determined by differential leveling and
 ON1215.adjusted in June 1991.
 ON1215
 ON1215.The dynamic height is computed by dividing the NAVD 88
 ON1215.geopotential number by the normal gravity value computed on the
 ON1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1215.degrees latitude (g = 980.6199 gals.).
 ON1215
 ON1215.The modeled gravity was interpolated from observed gravity values.
 ON1215
 ON1215;                    North         East    Units  Estimated Accuracy
 ON1215;SPC MN S     -   159,440.      971,050.      MT  (+/- 180 meters Scaled)
 ON1215
 ON1215                          SUPERSEDED SURVEY CONTROL
 ON1215
 ON1215.No superseded survey control is available for this station.
 ON1215
 ON1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ901186(NAD 83)
 ON1215
 ON1215_MARKER: DB = BENCH MARK DISK
 ON1215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1215_SP_SET: ALUMINUM ALLOY ROD
 ON1215_STAMPING: 2309 R 1981
 ON1215_MARK LOGO: MNDT  
 ON1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1215
 ON1215  HISTORY     - Date     Condition        Report By
 ON1215  HISTORY     - 1981     MONUMENTED       MNDT
 ON1215
 ON1215                          STATION DESCRIPTION
 ON1215
 ON1215'DESCRIBED BY MN DEPT OF TRANSP 1981
 ON1215'2.6 MI SE FROM CANTON.
 ON1215'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF CANTON,
 ON1215'IN THE NW 1/4 OF SECTION 35, T101N, R9W, 2.7 MILES SOUTHEAST ALONG
 ON1215'TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH COUNTY ROAD 21 AT CANTON OR
 ON1215'0.75 MILE WEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK
 ON1215'HIGHWAY 44, 54.8 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 52, 21
 ON1215'FEET EAST OF THE CENTER OF A FARM DRIVE, 1.6 FEET WEST OF A WOOD END
 ON1215'FENCE POST, 2.0 FEET EAST OF POWER POLE NUMBER 212 (113), AND 0.7 FOOT
 ON1215'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 ON1215'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 R 1981---, IS SET ON THE
 ON1215'TOP OF A 3/4 INCH DIAMETER BY 12 FOOT LONG ALUMINUM ROD DRIVEN TO
 ON1215'REFUSAL THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET
 ON1215'BELOW THE LEVEL OF TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE
 ON1215'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1506 ***********************************************************************
 OO1506  DESIGNATION -  2309 S
 OO1506  PID         -  OO1506
 OO1506  STATE/COUNTY-  MN/FILLMORE
 OO1506  COUNTRY     -  US
 OO1506  USGS QUAD   -  HARMONY (1965)
 OO1506
 OO1506                         *CURRENT SURVEY CONTROL
 OO1506  ______________________________________________________________________
 OO1506* NAD 83(1986) POSITION- 43 33 56.2    (N) 092 00 39.8    (W)   HD_HELD2  
 OO1506* NAVD 88 ORTHO HEIGHT -   403.257  (meters)    1323.02  (feet) ADJUSTED  
 OO1506  ______________________________________________________________________
 OO1506  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 OO1506  DYNAMIC HEIGHT  -        403.162 (meters)     1322.71  (feet) COMP
 OO1506  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 OO1506
 OO1506  VERT ORDER      -  SECOND    CLASS I
 OO1506
 OO1506.The horizontal coordinates were established by autonomous hand held GPS
 OO1506.observations and have an estimated accuracy of +/- 10 meters.
 OO1506.
 OO1506.The orthometric height was determined by differential leveling and
 OO1506.adjusted in June 1991.
 OO1506
 OO1506.Photographs are available for this station.
 OO1506
 OO1506.The dynamic height is computed by dividing the NAVD 88
 OO1506.geopotential number by the normal gravity value computed on the
 OO1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1506.degrees latitude (g = 980.6199 gals.).
 OO1506
 OO1506.The modeled gravity was interpolated from observed gravity values.
 OO1506
 OO1506;                    North         East    Units  Estimated Accuracy
 OO1506;SPC MN S     -   164,803.      960,678.      MT  (+/- 10 meters HH2 GPS)
 OO1506
 OO1506                          SUPERSEDED SURVEY CONTROL
 OO1506
 OO1506.No superseded survey control is available for this station.
 OO1506
 OO1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7986424103(NAD 83)
 OO1506
 OO1506_MARKER: DV = VERTICAL CONTROL DISK
 OO1506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1506_SP_SET: ALUMINUM ALLOY ROD
 OO1506_STAMPING: 2309 S 1983
 OO1506_MARK LOGO: MNDT  
 OO1506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1506
 OO1506  HISTORY     - Date     Condition        Report By
 OO1506  HISTORY     - 1983     MONUMENTED       MNDT
 OO1506  HISTORY     - 19911001 GOOD             MNDT
 OO1506
 OO1506                          STATION DESCRIPTION
 OO1506
 OO1506'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1506'0.5 MI NORTH FROM HARMONY.
 OO1506'THE MARK IS LOCATED ABOUT 1/2 MILE NORTH OF THE TOWN OF HARMONY, IN
 OO1506'THE SE 1/4 OF SECTION 10, T101N, R10W, 0.6 MILE NORTH ALONG TRUNK
 OO1506'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 44 AT HARMONY THENCE
 OO1506'300 FEET WEST ALONG COUNTY ROAD 22, 43 FEET SOUTH OF THE CENTERLINE OF
 OO1506'COUNTY ROAD 22, 300 FEET WEST OF TRUNK HIGHWAY 52 AT MILEPOINT 9.85,
 OO1506'15 FEET WEST OF THE CENTER OF A STREET, 3.5 FEET NORTHWEST OF A POWER
 OO1506'POLE, AND 2.0 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 OO1506'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1506'STAMPED---2309 S 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1506'8 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL AND IT PROJECTS 0.1 FOOT
 OO1506'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH COUNTY ROAD
 OO1506'22.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OO1506
 OO1506                          STATION RECOVERY (1991)
 OO1506
 OO1506'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1505 ***********************************************************************
 OO1505  DESIGNATION -  2309 T
 OO1505  PID         -  OO1505
 OO1505  STATE/COUNTY-  MN/FILLMORE
 OO1505  COUNTRY     -  US
 OO1505  USGS QUAD   -  HARMONY (1965)
 OO1505
 OO1505                         *CURRENT SURVEY CONTROL
 OO1505  ______________________________________________________________________
 OO1505* NAD 83(1986) POSITION- 43 34 48.4    (N) 092 00 33.8    (W)   HD_HELD2  
 OO1505* NAVD 88 ORTHO HEIGHT -   402.325  (meters)    1319.96  (feet) ADJUSTED  
 OO1505  ______________________________________________________________________
 OO1505  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 OO1505  DYNAMIC HEIGHT  -        402.231 (meters)     1319.65  (feet) COMP
 OO1505  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 OO1505
 OO1505  VERT ORDER      -  SECOND    CLASS I
 OO1505
 OO1505.The horizontal coordinates were established by autonomous hand held GPS
 OO1505.observations and have an estimated accuracy of +/- 10 meters.
 OO1505.
 OO1505.The orthometric height was determined by differential leveling and
 OO1505.adjusted in June 1991.
 OO1505
 OO1505.Photographs are available for this station.
 OO1505
 OO1505.The dynamic height is computed by dividing the NAVD 88
 OO1505.geopotential number by the normal gravity value computed on the
 OO1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1505.degrees latitude (g = 980.6199 gals.).
 OO1505
 OO1505.The modeled gravity was interpolated from observed gravity values.
 OO1505
 OO1505;                    North         East    Units  Estimated Accuracy
 OO1505;SPC MN S     -   166,417.      960,773.      MT  (+/- 10 meters HH2 GPS)
 OO1505
 OO1505                          SUPERSEDED SURVEY CONTROL
 OO1505
 OO1505.No superseded survey control is available for this station.
 OO1505
 OO1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7997925715(NAD 83)
 OO1505
 OO1505_MARKER: DB = BENCH MARK DISK
 OO1505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1505_SP_SET: ALUMINUM ALLOY ROD
 OO1505_STAMPING: 2309 T 1983
 OO1505_MARK LOGO: MNDT  
 OO1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1505
 OO1505  HISTORY     - Date     Condition        Report By
 OO1505  HISTORY     - 1983     MONUMENTED       MNDT
 OO1505
 OO1505                          STATION DESCRIPTION
 OO1505
 OO1505'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1505'1.5 MI NORTH FROM HARMONY.
 OO1505'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE TOWN OF HARMONY, IN
 OO1505'THE SW 1/4 OF SECTION 2, T101N, R10W, 1.6 MILES NORTH ALONG TRUNK
 OO1505'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 44 AT HARMONY, 83 FEET
 OO1505'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 10.85, 37 FEET
 OO1505'SOUTH OF THE CENTER OF A TRAIL, 31.5 FEET EAST OF A STEEL CORNER FENCE
 OO1505'POST, 1.1 FEET NORTH OF AN EAST - WEST FENCELINE, AND 1.2 FEET WEST OF
 OO1505'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OO1505'CONTROL MONUMENT DISK STAMPED---2309 T 1983---, IS SET ON THE TOP OF A
 OO1505'3/4 INCH DIAMETER BY 8 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL AND IT
 OO1505'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT
 OO1505'ABOVE THE LEVEL OF TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE
 OO1505'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1504 ***********************************************************************
 OO1504  DESIGNATION -  2309 U
 OO1504  PID         -  OO1504
 OO1504  STATE/COUNTY-  MN/FILLMORE
 OO1504  COUNTRY     -  US
 OO1504  USGS QUAD   -  HARMONY (1965)
 OO1504
 OO1504                         *CURRENT SURVEY CONTROL
 OO1504  ______________________________________________________________________
 OO1504* NAD 83(1986) POSITION- 43 35 14.     (N) 092 00 39.     (W)   SCALED    
 OO1504* NAVD 88 ORTHO HEIGHT -   403.026  (meters)    1322.26  (feet) ADJUSTED  
 OO1504  ______________________________________________________________________
 OO1504  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 OO1504  DYNAMIC HEIGHT  -        402.932 (meters)     1321.95  (feet) COMP
 OO1504  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 OO1504
 OO1504  VERT ORDER      -  SECOND    CLASS I
 OO1504
 OO1504.The horizontal coordinates were scaled from a topographic map and have
 OO1504.an estimated accuracy of +/- 6 seconds.
 OO1504.
 OO1504.The orthometric height was determined by differential leveling and
 OO1504.adjusted in June 1991.
 OO1504
 OO1504.The dynamic height is computed by dividing the NAVD 88
 OO1504.geopotential number by the normal gravity value computed on the
 OO1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1504.degrees latitude (g = 980.6199 gals.).
 OO1504
 OO1504.The modeled gravity was interpolated from observed gravity values.
 OO1504
 OO1504;                    North         East    Units  Estimated Accuracy
 OO1504;SPC MN S     -   167,200.      960,640.      MT  (+/- 180 meters Scaled)
 OO1504
 OO1504                          SUPERSEDED SURVEY CONTROL
 OO1504
 OO1504.No superseded survey control is available for this station.
 OO1504
 OO1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ798265(NAD 83)
 OO1504
 OO1504_MARKER: DB = BENCH MARK DISK
 OO1504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1504_SP_SET: ALUMINUM ALLOY ROD
 OO1504_STAMPING: 2309 U 1983
 OO1504_MARK LOGO: MNDT  
 OO1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1504
 OO1504  HISTORY     - Date     Condition        Report By
 OO1504  HISTORY     - 1983     MONUMENTED       MNDT
 OO1504
 OO1504                          STATION DESCRIPTION
 OO1504
 OO1504'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1504'2 MI NORTH FROM HARMONY.
 OO1504'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF HARMONY, IN THE
 OO1504'NE 1/4 OF SECTION 3, T101N, R10W, 2.1 MILES NORTH ALONG TRUNK HIGHWAY
 OO1504'52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 44 AT HARMONY, 140 FEET WEST
 OO1504'OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 11.35, 33.5 FEET
 OO1504'SOUTH OF THE CENTER OF A GRAVEL ROAD, 18.5 FEET EAST OF THE CENTER OF
 OO1504'A FIELD ENTRANCE, 93 FEET WEST OF A POWER POLE, 9.7 FEET EAST OF AN
 OO1504'EAST GATE POST, 1 FOOT NORTH OF AN EAST - WEST FENCELINE, AND 1.2 FEET
 OO1504'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 OO1504'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 U 1983---, IS SET ON THE
 OO1504'TOP OF A 3/4 INCH DIAMETER BY 12-1/2 FOOT LONG ALUMINUM ROD DRIVEN TO
 OO1504'REFUSAL AND IT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND
 OO1504'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD.  A MAGNET IN THE
 OO1504'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1503 ***********************************************************************
 OO1503  DESIGNATION -  2309 V
 OO1503  PID         -  OO1503
 OO1503  STATE/COUNTY-  MN/FILLMORE
 OO1503  COUNTRY     -  US
 OO1503  USGS QUAD   -  HARMONY (1965)
 OO1503
 OO1503                         *CURRENT SURVEY CONTROL
 OO1503  ______________________________________________________________________
 OO1503* NAD 83(1986) POSITION- 43 35 54.0    (N) 092 00 31.2    (W)   HD_HELD2  
 OO1503* NAVD 88 ORTHO HEIGHT -   397.147  (meters)    1302.97  (feet) ADJUSTED  
 OO1503  ______________________________________________________________________
 OO1503  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 OO1503  DYNAMIC HEIGHT  -        397.056 (meters)     1302.67  (feet) COMP
 OO1503  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 OO1503
 OO1503  VERT ORDER      -  SECOND    CLASS I
 OO1503
 OO1503.The horizontal coordinates were established by autonomous hand held GPS
 OO1503.observations and have an estimated accuracy of +/- 10 meters.
 OO1503.
 OO1503.The orthometric height was determined by differential leveling and
 OO1503.adjusted in June 1991.
 OO1503
 OO1503.Photographs are available for this station.
 OO1503
 OO1503.The dynamic height is computed by dividing the NAVD 88
 OO1503.geopotential number by the normal gravity value computed on the
 OO1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1503.degrees latitude (g = 980.6199 gals.).
 OO1503
 OO1503.The modeled gravity was interpolated from observed gravity values.
 OO1503
 OO1503;                    North         East    Units  Estimated Accuracy
 OO1503;SPC MN S     -   168,442.      960,782.      MT  (+/- 10 meters HH2 GPS)
 OO1503
 OO1503                          SUPERSEDED SURVEY CONTROL
 OO1503
 OO1503.No superseded survey control is available for this station.
 OO1503
 OO1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8001327739(NAD 83)
 OO1503
 OO1503_MARKER: DB = BENCH MARK DISK
 OO1503_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1503_SP_SET: ALUMINUM ALLOY ROD
 OO1503_STAMPING: 2309 V 1983
 OO1503_MARK LOGO: MNDT  
 OO1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1503
 OO1503  HISTORY     - Date     Condition        Report By
 OO1503  HISTORY     - 1983     MONUMENTED       MNDT
 OO1503
 OO1503                          STATION DESCRIPTION
 OO1503
 OO1503'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1503'3.25 MI NORTH FROM HARMONY.
 OO1503'THE MARK IS LOCATED ABOUT 3-1/4 MILES NORTH OF THE TOWN OF HARMONY, IN
 OO1503'THE NW 1/4 OF SECTION 35, T102N, R10W, 2.85 MILES NORTH ALONG TRUNK
 OO1503'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 44 AT HARMONY, 300
 OO1503'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 12.1,
 OO1503'30.5 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 71.5 FEET
 OO1503'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TIN SHED, 2 FEET SOUTH OF
 OO1503'AN EAST - WEST FENCELINE, 2 FEET WEST OF A POWER POLE, AND 1.5 FEET
 OO1503'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 OO1503'VERTICAL CONTROL MONUMENT DISK STAMPED---2309 V 1983---, IS SET ON THE
 OO1503'TOP OF A 3/4 INCH DIAMETER BY 8 FOOT LONG ALUMINUM ROD DRIVEN TO
 OO1503'REFUSAL AND IT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND
 OO1503'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD.  A MAGNET IN THE
 OO1503'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1502 ***********************************************************************
 OO1502  DESIGNATION -  2309 W
 OO1502  PID         -  OO1502
 OO1502  STATE/COUNTY-  MN/FILLMORE
 OO1502  COUNTRY     -  US
 OO1502  USGS QUAD   -  HARMONY (1965)
 OO1502
 OO1502                         *CURRENT SURVEY CONTROL
 OO1502  ______________________________________________________________________
 OO1502* NAD 83(1986) POSITION- 43 36 45.     (N) 092 00 49.     (W)   SCALED    
 OO1502* NAVD 88 ORTHO HEIGHT -   396.995  (meters)    1302.47  (feet) ADJUSTED  
 OO1502  ______________________________________________________________________
 OO1502  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 OO1502  DYNAMIC HEIGHT  -        396.905 (meters)     1302.18  (feet) COMP
 OO1502  MODELED GRAVITY -    980,380.8   (mgal)                       NAVD 88
 OO1502
 OO1502  VERT ORDER      -  SECOND    CLASS I
 OO1502
 OO1502.The horizontal coordinates were scaled from a topographic map and have
 OO1502.an estimated accuracy of +/- 6 seconds.
 OO1502.
 OO1502.The orthometric height was determined by differential leveling and
 OO1502.adjusted in June 1991.
 OO1502
 OO1502.The dynamic height is computed by dividing the NAVD 88
 OO1502.geopotential number by the normal gravity value computed on the
 OO1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1502.degrees latitude (g = 980.6199 gals.).
 OO1502
 OO1502.The modeled gravity was interpolated from observed gravity values.
 OO1502
 OO1502;                    North         East    Units  Estimated Accuracy
 OO1502;SPC MN S     -   170,010.      960,350.      MT  (+/- 180 meters Scaled)
 OO1502
 OO1502                          SUPERSEDED SURVEY CONTROL
 OO1502
 OO1502.No superseded survey control is available for this station.
 OO1502
 OO1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ795293(NAD 83)
 OO1502
 OO1502_MARKER: DB = BENCH MARK DISK
 OO1502_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1502_SP_SET: ALUMINUM ALLOY ROD
 OO1502_STAMPING: 2309 W 1983
 OO1502_MARK LOGO: MNDT  
 OO1502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1502
 OO1502  HISTORY     - Date     Condition        Report By
 OO1502  HISTORY     - 1983     MONUMENTED       MNDT
 OO1502
 OO1502                          STATION DESCRIPTION
 OO1502
 OO1502'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1502'4.25 MI NNW FROM HARMONY.
 OO1502'THE MARK IS LOCATED ABOUT 4-1/4 MILES NORTH-NORTHWEST OF THE TOWN OF
 OO1502'HARMONY, IN THE NE 1/4 OF SECTION 27, T102N, R10W, 3.95 MILES NORTH
 OO1502'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 44 AT
 OO1502'HARMONY, 156 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT
 OO1502'MILEPOINT 13.1, 28 FEET NORTH OF THE CENTER OF A ROAD, 0.9 FOOT SOUTH
 OO1502'OF AN EAST - WEST FENCELINE, AND 1.1 FOOT EAST OF A STEEL WITNESS
 OO1502'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 OO1502'DISK STAMPED---2309 W 1983---, IS SET ON THETOP OF A 3/4 INCH
 OO1502'DIAMETER BY 8-1/2 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL AND IT
 OO1502'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 OO1502'BELOW THE LEVEL OF THE GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE
 OO1502'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1501 ***********************************************************************
 OO1501  DESIGNATION -  2309 X
 OO1501  PID         -  OO1501
 OO1501  STATE/COUNTY-  MN/FILLMORE
 OO1501  COUNTRY     -  US
 OO1501  USGS QUAD   -  PRESTON (1965)
 OO1501
 OO1501                         *CURRENT SURVEY CONTROL
 OO1501  ______________________________________________________________________
 OO1501* NAD 83(1986) POSITION- 43 38 18.8    (N) 092 01 34.2    (W)   HD_HELD2  
 OO1501* NAVD 88 ORTHO HEIGHT -   379.388  (meters)    1244.71  (feet) ADJUSTED  
 OO1501  ______________________________________________________________________
 OO1501  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 OO1501  DYNAMIC HEIGHT  -        379.305 (meters)     1244.44  (feet) COMP
 OO1501  MODELED GRAVITY -    980,388.1   (mgal)                       NAVD 88
 OO1501
 OO1501  VERT ORDER      -  SECOND    CLASS I
 OO1501
 OO1501.The horizontal coordinates were established by autonomous hand held GPS
 OO1501.observations and have an estimated accuracy of +/- 10 meters.
 OO1501.
 OO1501.The orthometric height was determined by differential leveling and
 OO1501.adjusted in June 1991.
 OO1501
 OO1501.Photographs are available for this station.
 OO1501
 OO1501.The dynamic height is computed by dividing the NAVD 88
 OO1501.geopotential number by the normal gravity value computed on the
 OO1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1501.degrees latitude (g = 980.6199 gals.).
 OO1501
 OO1501.The modeled gravity was interpolated from observed gravity values.
 OO1501
 OO1501;                    North         East    Units  Estimated Accuracy
 OO1501;SPC MN S     -   172,876.      959,262.      MT  (+/- 10 meters HH2 GPS)
 OO1501
 OO1501                          SUPERSEDED SURVEY CONTROL
 OO1501
 OO1501.No superseded survey control is available for this station.
 OO1501
 OO1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7854832189(NAD 83)
 OO1501
 OO1501_MARKER: DB = BENCH MARK DISK
 OO1501_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1501_SP_SET: ALUMINUM ALLOY ROD
 OO1501_STAMPING: 2309 X 1983
 OO1501_MARK LOGO: MNDT  
 OO1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1501
 OO1501  HISTORY     - Date     Condition        Report By
 OO1501  HISTORY     - 1983     MONUMENTED       MNDT
 OO1501
 OO1501                          STATION DESCRIPTION
 OO1501
 OO1501'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1501'6.5 MI NW FROM HARMONY.
 OO1501'THE MARK IS LOCATED ABOUT 6-1/2 MILES NORTHWEST OF THE TOWN OF
 OO1501'HARMONY, IN THE NW 1/4 OF SECTION 15, T102N, R10W, 5.9 MILES NORTH
 OO1501'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 44 AT
 OO1501'HARMONY, ABOUT 330 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT
 OO1501'MILEPOINT 15.15, 15.5 FEET NORTH OF THE CENTER OF AN ENTRANCE, 1.8
 OO1501'FEET EAST OF A POWER POLE, AND 1.2 FEET WEST OF A STEEL WITNESS POST.
 OO1501'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1501'STAMPED---2309 X 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1501'28 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL AND FLUSH WITH THE SURFACE
 OO1501'OF THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1500 ***********************************************************************
 OO1500  DESIGNATION -  2309 Y
 OO1500  PID         -  OO1500
 OO1500  STATE/COUNTY-  MN/FILLMORE
 OO1500  COUNTRY     -  US
 OO1500  USGS QUAD   -  PRESTON (1965)
 OO1500
 OO1500                         *CURRENT SURVEY CONTROL
 OO1500  ______________________________________________________________________
 OO1500* NAD 83(1986) POSITION- 43 39 47.4    (N) 092 02 00.3    (W)   HD_HELD2  
 OO1500* NAVD 88 ORTHO HEIGHT -   367.070  (meters)    1204.30  (feet) ADJUSTED  
 OO1500  ______________________________________________________________________
 OO1500  GEOID HEIGHT    -        -30.19  (meters)                     GEOID09
 OO1500  DYNAMIC HEIGHT  -        366.993 (meters)     1204.04  (feet) COMP
 OO1500  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 OO1500
 OO1500  VERT ORDER      -  FIRST     CLASS II
 OO1500
 OO1500.The horizontal coordinates were established by autonomous hand held GPS
 OO1500.observations and have an estimated accuracy of +/- 10 meters.
 OO1500.
 OO1500.The orthometric height was determined by differential leveling and
 OO1500.adjusted in June 1991.
 OO1500
 OO1500.Photographs are available for this station.
 OO1500
 OO1500.The dynamic height is computed by dividing the NAVD 88
 OO1500.geopotential number by the normal gravity value computed on the
 OO1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1500.degrees latitude (g = 980.6199 gals.).
 OO1500
 OO1500.The modeled gravity was interpolated from observed gravity values.
 OO1500
 OO1500;                    North         East    Units  Estimated Accuracy
 OO1500;SPC MN S     -   175,595.      958,611.      MT  (+/- 10 meters HH2 GPS)
 OO1500
 OO1500                          SUPERSEDED SURVEY CONTROL
 OO1500
 OO1500.No superseded survey control is available for this station.
 OO1500
 OO1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7793234916(NAD 83)
 OO1500
 OO1500_MARKER: DV = VERTICAL CONTROL DISK
 OO1500_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1500+WITH SETTING: PAVEMENT
 OO1500_SP_SET: SIGN BASE
 OO1500_STAMPING: 2309 Y 1983
 OO1500_MARK LOGO: MNDT  
 OO1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1500+STABILITY: SURFACE MOTION
 OO1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1500+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1990
 OO1500
 OO1500  HISTORY     - Date     Condition        Report By
 OO1500  HISTORY     - 1983     MONUMENTED       MNDT
 OO1500  HISTORY     - 19900814 GOOD             NGS
 OO1500
 OO1500                          STATION DESCRIPTION
 OO1500
 OO1500'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1500'2.5 MI ESE FROM PRESTON.
 OO1500'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF THE TOWN OF
 OO1500'PRESTON, IN THE SE 1/4 OF SECTION 4, T102N, R10W, NEAR THE EAST
 OO1500'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 16, ABOUT 200 FEET
 OO1500'NORTH-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT
 OO1500'17.0, ABOUT 150 FEET EAST OF A RAMP TO TRUNK HIGHWAY 16, AND IN THE
 OO1500'TOP OF THE SOUTHWEST CORNER OF A 4 FOOT SQUARE CONCRETE BASE FOR A
 OO1500'JOHN DEERE SIGN.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 OO1500'DISK STAMPED---2309 Y 1983---, IS SET FLUSH IN A DRILL HOLE IN THE TOP
 OO1500'OF THE CONCRETE BASE OF THE SIGN AND IS ABOUT 3 INCHES ABOVE THE
 OO1500'SURFACE OF THE GROUND AND ABOUT 10 FEET ABOVE THE LEVEL OF TRUNK
 OO1500'HIGHWAY 52.
 OO1500
 OO1500                          STATION RECOVERY (1990)
 OO1500
 OO1500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1500'4.4 KM (2.7 MI) EASTERLY ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 OO1500'COUNTY ROAD 17 (APPLE ORCHARD DRIVE) IN PRESTON, IN THE SOUTHWEST
 OO1500'CORNER OF THE CONCRETE FOOTING FOR A JOHN DEERE SIGN, 48.5 M (159.1
 OO1500'FT) NORTH OF THE HIGHWAY CENTERLINE, 47.5 M (155.8 FT) WEST OF THE
 OO1500'NORTHWEST CORNER OF THE PRESTON EQUIPMENT COMPANY, 37.5 M (123.0 FT)
 OO1500'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 16, 22.5 M (73.8 FT)
 OO1500'WEST OF THE CENTER OF A DRIVEWAY, AND 6.1 M (20.0 FT) ABOVE THE LEVEL
 OO1500'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9885 ***********************************************************************
 DK9885  DESIGNATION -  2309 Z
 DK9885  PID         -  DK9885
 DK9885  STATE/COUNTY-  MN/FILLMORE
 DK9885  COUNTRY     -  US
 DK9885  USGS QUAD   -  CANTON (1965)
 DK9885
 DK9885                         *CURRENT SURVEY CONTROL
 DK9885  ______________________________________________________________________
 DK9885* NAD 83(1986) POSITION- 43 31 47.7    (N) 091 54 58.0    (W)   HD_HELD2  
 DK9885* NAVD 88 ORTHO HEIGHT -   404.563  (meters)    1327.30  (feet) ADJUSTED  
 DK9885  ______________________________________________________________________
 DK9885  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 DK9885  DYNAMIC HEIGHT  -        404.475 (meters)     1327.02  (feet) COMP
 DK9885  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 DK9885
 DK9885  VERT ORDER      -  SECOND    CLASS I
 DK9885
 DK9885.The horizontal coordinates were scaled from a topographic map and have
 DK9885.an estimated accuracy of +/- 6 seconds.
 DK9885.
 DK9885.The orthometric height was determined by differential leveling and
 DK9885.adjusted in April 2010.
 DK9885
 DK9885.Photographs are available for this station.
 DK9885
 DK9885.The dynamic height is computed by dividing the NAVD 88
 DK9885.geopotential number by the normal gravity value computed on the
 DK9885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9885.degrees latitude (g = 980.6199 gals.).
 DK9885
 DK9885.The modeled gravity was interpolated from observed gravity values.
 DK9885
 DK9885;                    North         East    Units  Estimated Accuracy
 DK9885;SPC MN S     -   161,029.      968,447.      MT  (+/- 10 meters HH2 GPS)
 DK9885
 DK9885                          SUPERSEDED SURVEY CONTROL
 DK9885
 DK9885.No superseded survey control is available for this station.
 DK9885
 DK9885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ8758320234(NAD 83)
 DK9885
 DK9885_MARKER: DD = SURVEY DISK
 DK9885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9885_STAMPING: 2309 Z 2006
 DK9885_MARK LOGO: MNDT  
 DK9885_PROJECTION: FLUSH
 DK9885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9885+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 DK9885_ROD/PIPE-DEPTH:  4.3 meters
 DK9885
 DK9885  HISTORY     - Date     Condition        Report By
 DK9885  HISTORY     - 20060829 MONUMENTED       MNDT
 DK9885  HISTORY     - 20071003 GOOD             MNDT
 DK9885  HISTORY     - 20071003 GOOD             MNDT
 DK9885
 DK9885                          STATION DESCRIPTION
 DK9885
 DK9885'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DK9885'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF MABEL, 5.0 MI
 DK9885'(8.0 KM) EAST-SOUTHEAST OF HARMONY AND 0.7 MI (1.1 KM) EAST OF CANTON,
 DK9885'0.75 MI (1.2 KM) EAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF
 DK9885'TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN CANTON, AT TRUNK HIGHWAY 52
 DK9885'MILE POINT 3.60, 86.9 FT (26.5 M) SOUTHWEST OF TRUNK HIGHWAY 52, 68.0
 DK9885'FT (20.7 M) NORTH OF PRAIRIE AVENUE, 1.0 FT (0.3 M) NORTHWEST OF A
 DK9885'WITNESS POST.
 DK9885
 DK9885                          STATION RECOVERY (2007)
 DK9885
 DK9885'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK9885'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF MABEL, 5.0 MI
 DK9885'(8.0 KM) EAST-SOUTHEAST OF HARMONY AND 0.7 MI (1.1 KM) EAST OF CANTON,
 DK9885'0.75 MI (1.2 KM) EAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF
 DK9885'TRUNK HIGHWAY 52 AND COUNTY ROAD 21 IN CANTON, AT TRUNK HIGHWAY 52
 DK9885'MILE POINT 3.60, 86.9 FT (26.5 M) SOUTHWEST OF TRUNK HIGHWAY 52, 68.0
 DK9885'FT (20.7 M) NORTH OF PRAIRIE AVENUE, 1.0 FT (0.3 M) NORTHWEST OF A
 DK9885'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1498 ***********************************************************************
 OO1498  DESIGNATION -  2310 B
 OO1498  PID         -  OO1498
 OO1498  STATE/COUNTY-  MN/FILLMORE
 OO1498  COUNTRY     -  US
 OO1498  USGS QUAD   -  PRESTON (1965)
 OO1498
 OO1498                         *CURRENT SURVEY CONTROL
 OO1498  ______________________________________________________________________
 OO1498* NAD 83(1986) POSITION- 43 40 24.7    (N) 092 04 23.6    (W)   HD_HELD2  
 OO1498* NAVD 88 ORTHO HEIGHT -   306.280  (meters)    1004.85  (feet) ADJUSTED  
 OO1498  ______________________________________________________________________
 OO1498  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 OO1498  DYNAMIC HEIGHT  -        306.216 (meters)     1004.64  (feet) COMP
 OO1498  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 OO1498
 OO1498  VERT ORDER      -  FIRST     CLASS II
 OO1498
 OO1498.The horizontal coordinates were established by autonomous hand held GPS
 OO1498.observations and have an estimated accuracy of +/- 10 meters.
 OO1498.
 OO1498.The orthometric height was determined by differential leveling and
 OO1498.adjusted in June 1991.
 OO1498
 OO1498.Photographs are available for this station.
 OO1498
 OO1498.The dynamic height is computed by dividing the NAVD 88
 OO1498.geopotential number by the normal gravity value computed on the
 OO1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1498.degrees latitude (g = 980.6199 gals.).
 OO1498
 OO1498.The modeled gravity was interpolated from observed gravity values.
 OO1498
 OO1498;                    North         East    Units  Estimated Accuracy
 OO1498;SPC MN S     -   176,670.      955,374.      MT  (+/- 10 meters HH2 GPS)
 OO1498
 OO1498                          SUPERSEDED SURVEY CONTROL
 OO1498
 OO1498.No superseded survey control is available for this station.
 OO1498
 OO1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7470936030(NAD 83)
 OO1498
 OO1498_MARKER: DV = VERTICAL CONTROL DISK
 OO1498_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1498_SP_SET: METAL ROD DRIVEN INTO GROUND
 OO1498_STAMPING: 2310 B 1983
 OO1498_MARK LOGO: MNDT  
 OO1498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1498+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1996
 OO1498
 OO1498  HISTORY     - Date     Condition        Report By
 OO1498  HISTORY     - 1983     MONUMENTED       MNDT
 OO1498  HISTORY     - 19900814 GOOD             NGS
 OO1498  HISTORY     - 19960611 GOOD             MNDT
 OO1498
 OO1498                          STATION DESCRIPTION
 OO1498
 OO1498'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1498'IN PRESTON.
 OO1498'THE MARK IS LOCATED IN THE TOWN OF PRESTON, IN THE NE 1/4 OF SECTION
 OO1498'6, T102N, R10W, NEAR THE CORNER OF A WALL AT THE EAST END OF A REST
 OO1498'AREA, 1.5 MILES SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH
 OO1498'TRUNK HIGHWAY 16 NORTH OF PRESTON, 52.5 FEET SOUTH-SOUTHWEST OF THE
 OO1498'CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 19.2, 15.5 FEET SOUTHEAST
 OO1498'OF THE CENTERLINE OF THE REST AREA DRIVE, 1.8 FEET EAST OF THE NORTH
 OO1498'CORNER OF A STONE WALL, 1.8 FEET NORTH OF THE EAST CORNER OF A STONE
 OO1498'WALL, AND 3.3 FEET NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 OO1498'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1498'STAMPED---2310 B 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1498'5 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE
 OO1498'SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 52.  A MAGNET
 OO1498'IN THE DISK MAKES THE MARK MAGNETIC.
 OO1498
 OO1498                          STATION RECOVERY (1990)
 OO1498
 OO1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1498'0.8 KM (0.5 MI) EASTERLY ALONG U.S. HIGHWAY 52 FROM THE JUNCTION OF
 OO1498'COUNTY ROAD 17 (APPLE ORCHARD DRIVE) IN PRESTON, 15.9 M (52.2 FT)
 OO1498'SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 4.8 M (15.7 FT)
 OO1498'SOUTHEAST OF THE CENTER OF THE EAST ENTRANCE TO A ROAD SIDE PARK, 1.0
 OO1498'M (3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST
 OO1498'OF THE NORTHEAST END OF A BRICK WALL.  NOTE--THE ROD WAS DRIVEN 1.5
 OO1498'METERS AND RECESSED 0.1 CM (0.03 IN), AND IS ENCASED IN A 6-INCH PVC
 OO1498'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 OO1498
 OO1498                          STATION RECOVERY (1996)
 OO1498
 OO1498'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (HTS)
 OO1498'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1497 ***********************************************************************
 OO1497  DESIGNATION -  2310 C
 OO1497  PID         -  OO1497
 OO1497  STATE/COUNTY-  MN/FILLMORE
 OO1497  COUNTRY     -  US
 OO1497  USGS QUAD   -  PRESTON (1965)
 OO1497
 OO1497                         *CURRENT SURVEY CONTROL
 OO1497  ______________________________________________________________________
 OO1497* NAD 83(1986) POSITION- 43 40 35.     (N) 092 05 13.     (W)   SCALED    
 OO1497* NAVD 88 ORTHO HEIGHT -   296.178  (meters)     971.71  (feet) ADJUSTED  
 OO1497  ______________________________________________________________________
 OO1497  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 OO1497  DYNAMIC HEIGHT  -        296.115 (meters)      971.50  (feet) COMP
 OO1497  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 OO1497
 OO1497  VERT ORDER      -  FIRST     CLASS II
 OO1497
 OO1497.The horizontal coordinates were scaled from a topographic map and have
 OO1497.an estimated accuracy of +/- 6 seconds.
 OO1497.
 OO1497.The orthometric height was determined by differential leveling and
 OO1497.adjusted in June 1991.
 OO1497
 OO1497.WARNING-Repeat measurements at this control monument indicate possible
 OO1497.vertical movement.
 OO1497
 OO1497.The dynamic height is computed by dividing the NAVD 88
 OO1497.geopotential number by the normal gravity value computed on the
 OO1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1497.degrees latitude (g = 980.6199 gals.).
 OO1497
 OO1497.The modeled gravity was interpolated from observed gravity values.
 OO1497
 OO1497;                    North         East    Units  Estimated Accuracy
 OO1497;SPC MN S     -   176,960.      954,260.      MT  (+/- 180 meters Scaled)
 OO1497
 OO1497                          SUPERSEDED SURVEY CONTROL
 OO1497
 OO1497.No superseded survey control is available for this station.
 OO1497
 OO1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ736363(NAD 83)
 OO1497
 OO1497_MARKER: DV = VERTICAL CONTROL DISK
 OO1497_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1497+WITH SETTING: PAVEMENT
 OO1497_SP_SET: SIGN BASE
 OO1497_STAMPING: 2310 C 1983
 OO1497_MARK LOGO: MNDT  
 OO1497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1497+STABILITY: SURFACE MOTION
 OO1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1497+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 OO1497
 OO1497  HISTORY     - Date     Condition        Report By
 OO1497  HISTORY     - 1983     MONUMENTED       MNDT
 OO1497  HISTORY     - 19900814 GOOD             NGS
 OO1497  HISTORY     - 19910611 GOOD             MNDT
 OO1497
 OO1497                          STATION DESCRIPTION
 OO1497
 OO1497'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1497'IN PRESTON.
 OO1497'THE MARK IS LOCATED IN THE TOWN OF PRESTON, IN THE SW 1/4 OF SECTION
 OO1497'31, T103N, R10W, 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS
 OO1497'JUNCTION WITH TRUNK HIGHWAY 16 NORTH OF PRESTON, 56.5 FEET SOUTHWEST
 OO1497'OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 19.95, 41 FEET
 OO1497'NORTH-NORTHWEST OF THE CENTER OF AN ENTRANCE, 16.2 FEET WEST OF A
 OO1497'MANHOLE, 97.4 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 OO1497'SLAB, 70.4 FEET EAST OF A 14 INCH DIAMETER TREE, AND 41.3 FEET
 OO1497'SOUTH-SOUTHEAST OF A STEEL RIGHT-OF-WAY POST.  THE MARK, A STANDARD
 OO1497'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2310 C 1983---, IS SET
 OO1497'FLUSH IN A DRILL HOLE IN THE NORTH CORNER OF A 3 FOOT SQUARE CONCRETE
 OO1497'BASE FOR THE VALLEY VIEW DRIVE - IN RESTAURANT SIGN AND IT PROJECTS 4
 OO1497'INCHES ABOVE THE LEVEL OF THE GROUND AND IS ABOUT 3 FEET BELOW THE
 OO1497'LEVEL OF TRUNK HIGHWAY 52.
 OO1497
 OO1497                          STATION RECOVERY (1990)
 OO1497
 OO1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1497'IN PRESTON, AT THE INTERSECTION OF U.S. HIGHWAY 52 AND FARMER
 OO1497'STREET, IN THE NORTH CORNER OF THE CONCRETE FOOTING OF THE MEATHEADS
 OO1497'QUALITY FOODS SIGN, ON THE EXTENDED CENTER OF FARMER STREET, 30.9 M
 OO1497'(101.4 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE MEATHEADS
 OO1497'RESTAURANT, 16.9 M (55.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, AND
 OO1497'0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 OO1497
 OO1497                          STATION RECOVERY (1991)
 OO1497
 OO1497'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1496 ***********************************************************************
 OO1496  DESIGNATION -  2310 E
 OO1496  PID         -  OO1496
 OO1496  STATE/COUNTY-  MN/FILLMORE
 OO1496  COUNTRY     -  US
 OO1496  USGS QUAD   -  PRESTON (1965)
 OO1496
 OO1496                         *CURRENT SURVEY CONTROL
 OO1496  ______________________________________________________________________
 OO1496* NAD 83(1986) POSITION- 43 42 27.     (N) 092 06 33.     (W)   SCALED    
 OO1496* NAVD 88 ORTHO HEIGHT -   326.047  (meters)    1069.71  (feet) ADJUSTED  
 OO1496  ______________________________________________________________________
 OO1496  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 OO1496  DYNAMIC HEIGHT  -        325.976 (meters)     1069.47  (feet) COMP
 OO1496  MODELED GRAVITY -    980,392.3   (mgal)                       NAVD 88
 OO1496
 OO1496  VERT ORDER      -  SECOND    CLASS I
 OO1496
 OO1496.The horizontal coordinates were scaled from a topographic map and have
 OO1496.an estimated accuracy of +/- 6 seconds.
 OO1496.
 OO1496.The orthometric height was determined by differential leveling and
 OO1496.adjusted in June 1991.
 OO1496
 OO1496.The dynamic height is computed by dividing the NAVD 88
 OO1496.geopotential number by the normal gravity value computed on the
 OO1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1496.degrees latitude (g = 980.6199 gals.).
 OO1496
 OO1496.The modeled gravity was interpolated from observed gravity values.
 OO1496
 OO1496;                    North         East    Units  Estimated Accuracy
 OO1496;SPC MN S     -   180,380.      952,390.      MT  (+/- 180 meters Scaled)
 OO1496
 OO1496                          SUPERSEDED SURVEY CONTROL
 OO1496
 OO1496.No superseded survey control is available for this station.
 OO1496
 OO1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ717397(NAD 83)
 OO1496
 OO1496_MARKER: DB = BENCH MARK DISK
 OO1496_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1496_SP_SET: ALUMINUM ALLOY ROD
 OO1496_STAMPING: 2310 E 1983
 OO1496_MARK LOGO: MNDT  
 OO1496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1496+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 OO1496
 OO1496  HISTORY     - Date     Condition        Report By
 OO1496  HISTORY     - 1983     MONUMENTED       MNDT
 OO1496  HISTORY     - 19910611 GOOD             MNDT
 OO1496
 OO1496                          STATION DESCRIPTION
 OO1496
 OO1496'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1496'2.5 MI NW FROM PRESTON.
 OO1496'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF THE TOWN OF
 OO1496'PRESTON, IN THE SW 1/4 OF SECTION 24, T103N, R11W, 1.65 MILES NORTH
 OO1496'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 16 NORTH
 OO1496'OF PRESTON, 450 FEET NORTH OF TRUNK HIGHWAY 52 AT MILEPOINT 22.3, 38.5
 OO1496'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1.7 FEET WEST OF A
 OO1496'NORTH - SOUTH FENCELINE, 13 FEET SOUTH OF A SCRUB TREE, AND 1.5 FEET
 OO1496'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 OO1496'VERTICAL CONTROL MONUMENT DISK STAMPED---2310 E 1983---, IS SET ON THE
 OO1496'TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT IS DRIVEN
 OO1496'TO REFUSAL AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND
 OO1496'IS ABOUT 1 FOOT BELOW THE LEVEL OF THE GRAVEL ROAD.  A MAGNET IN THE
 OO1496'DISK MAKES THE MARK MAGNETIC.
 OO1496
 OO1496                          STATION RECOVERY (1991)
 OO1496
 OO1496'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1494 ***********************************************************************
 OO1494  DESIGNATION -  2310 G
 OO1494  PID         -  OO1494
 OO1494  STATE/COUNTY-  MN/FILLMORE
 OO1494  COUNTRY     -  US
 OO1494  USGS QUAD   -  PRESTON (1965)
 OO1494
 OO1494                         *CURRENT SURVEY CONTROL
 OO1494  ______________________________________________________________________
 OO1494* NAD 83(1986) POSITION- 43 42 56.9    (N) 092 07 14.2    (W)   HD_HELD2  
 OO1494* NAVD 88 ORTHO HEIGHT -   323.880  (meters)    1062.60  (feet) ADJUSTED  
 OO1494  ______________________________________________________________________
 OO1494  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 OO1494  DYNAMIC HEIGHT  -        323.808 (meters)     1062.36  (feet) COMP
 OO1494  MODELED GRAVITY -    980,389.9   (mgal)                       NAVD 88
 OO1494
 OO1494  VERT ORDER      -  SECOND    CLASS I
 OO1494
 OO1494.The horizontal coordinates were established by autonomous hand held GPS
 OO1494.observations and have an estimated accuracy of +/- 10 meters.
 OO1494.
 OO1494.The orthometric height was determined by differential leveling and
 OO1494.adjusted in June 1991.
 OO1494
 OO1494.Photographs are available for this station.
 OO1494
 OO1494.The dynamic height is computed by dividing the NAVD 88
 OO1494.geopotential number by the normal gravity value computed on the
 OO1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1494.degrees latitude (g = 980.6199 gals.).
 OO1494
 OO1494.The modeled gravity was interpolated from observed gravity values.
 OO1494
 OO1494;                    North         East    Units  Estimated Accuracy
 OO1494;SPC MN S     -   181,277.      951,445.      MT  (+/- 10 meters HH2 GPS)
 OO1494
 OO1494                          SUPERSEDED SURVEY CONTROL
 OO1494
 OO1494.No superseded survey control is available for this station.
 OO1494
 OO1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7084040684(NAD 83)
 OO1494
 OO1494_MARKER: DB = BENCH MARK DISK
 OO1494_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1494_SP_SET: ALUMINUM ALLOY ROD
 OO1494_STAMPING: 2310 G 1983
 OO1494_MARK LOGO: MNDT  
 OO1494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1494+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 OO1494
 OO1494  HISTORY     - Date     Condition        Report By
 OO1494  HISTORY     - 1983     MONUMENTED       MNDT
 OO1494  HISTORY     - 19910611 GOOD             MNDT
 OO1494
 OO1494                          STATION DESCRIPTION
 OO1494
 OO1494'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1494'2 MI SOUTH FROM FOUNTAIN.
 OO1494'THE MARK IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF FOUNTAIN, IN
 OO1494'THE NW 1/4 OF SECTION 23, T103N, R11W, 1.65 MILES SOUTH ALONG TRUNK
 OO1494'HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 80 AT THE SOUTH EDGE
 OO1494'OF FOUNTAIN, 74 FEET EAST-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 OO1494'52 AT MILEPOINT 23.2, 28 FEET EAST-NORTHEAST OF A FENCELINE, 1.7 FEET
 OO1494'SOUTH OF A POWER POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 OO1494'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1494'STAMPED---2310 G 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1494'20 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT PROJECTS 0.2 FOOT
 OO1494'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 5 FEET BELOW THE LEVEL OF
 OO1494'TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OO1494
 OO1494                          STATION RECOVERY (1991)
 OO1494
 OO1494'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1494'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1495 ***********************************************************************
 OO1495  DESIGNATION -  2310 H
 OO1495  PID         -  OO1495
 OO1495  STATE/COUNTY-  MN/FILLMORE
 OO1495  COUNTRY     -  US
 OO1495  USGS QUAD   -  FOUNTAIN (1965)
 OO1495
 OO1495                         *CURRENT SURVEY CONTROL
 OO1495  ______________________________________________________________________
 OO1495* NAD 83(1986) POSITION- 43 43 37.1    (N) 092 07 48.0    (W)   HD_HELD2  
 OO1495* NAVD 88 ORTHO HEIGHT -   353.553  (meters)    1159.95  (feet) ADJUSTED  
 OO1495  ______________________________________________________________________
 OO1495  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 OO1495  DYNAMIC HEIGHT  -        353.475 (meters)     1159.69  (feet) COMP
 OO1495  MODELED GRAVITY -    980,388.8   (mgal)                       NAVD 88
 OO1495
 OO1495  VERT ORDER      -  SECOND    CLASS I
 OO1495
 OO1495.The horizontal coordinates were established by autonomous hand held GPS
 OO1495.observations and have an estimated accuracy of +/- 10 meters.
 OO1495.
 OO1495.The orthometric height was determined by differential leveling and
 OO1495.adjusted in June 1991.
 OO1495
 OO1495.Photographs are available for this station.
 OO1495
 OO1495.The dynamic height is computed by dividing the NAVD 88
 OO1495.geopotential number by the normal gravity value computed on the
 OO1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1495.degrees latitude (g = 980.6199 gals.).
 OO1495
 OO1495.The modeled gravity was interpolated from observed gravity values.
 OO1495
 OO1495;                    North         East    Units  Estimated Accuracy
 OO1495;SPC MN S     -   182,500.      950,660.      MT  (+/- 10 meters HH2 GPS)
 OO1495
 OO1495                          SUPERSEDED SURVEY CONTROL
 OO1495
 OO1495.No superseded survey control is available for this station.
 OO1495
 OO1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7007041916(NAD 83)
 OO1495
 OO1495_MARKER: DV = VERTICAL CONTROL DISK
 OO1495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1495_SP_SET: ALUMINUM ALLOY ROD
 OO1495_STAMPING: 2310 H 1983
 OO1495_MARK LOGO: MNDT  
 OO1495_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1495+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 OO1495
 OO1495  HISTORY     - Date     Condition        Report By
 OO1495  HISTORY     - 1983     MONUMENTED       MNDT
 OO1495  HISTORY     - 19910613 GOOD             MNDT
 OO1495
 OO1495                          STATION DESCRIPTION
 OO1495
 OO1495'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1495'1 MI SOUTH FROM FOUNTAIN.
 OO1495'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF FOUNTAIN, IN THE
 OO1495'NE 1/4 OF SECTION 15, T103N, R11W, 0.75 MILE SOUTH ALONG TRUNK HIGHWAY
 OO1495'52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 80 AT THE SOUTH EDGE OF
 OO1495'FOUNTAIN, 81 FEET NORTH-NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 OO1495'52 AT MILEPOINT 24.1, 9.5 FEET WEST-NORTHWEST OF THE CENTER OF A FIELD
 OO1495'ENTRANCE, ABOUT 50 FEET NORTHEAST OF A 6 FOOT BY 10 FOOT CONCRETE BOX
 OO1495'CULVERT, AND 1.7 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE
 OO1495'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OO1495'STAMPED---2310 H 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 OO1495'28 FOOT LONG ALUMINUM ROD DRIVEN TO REFUSAL THAT PROJECTS 0.1 FOOT
 OO1495'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
 OO1495'TRUNK HIGHWAY 52.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OO1495
 OO1495                          STATION RECOVERY (1991)
 OO1495
 OO1495'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1495'1.0 MI (1.6 KM) SOUTH OF FOUNTAIN,
 OO1495' 
 OO1495'0.75 MI (1.21 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-80,
 OO1495'IN THE NORTHEAST 1/4 OF SECTION 15, T103N, R11W, ALONG A TRAIL,
 OO1495' 
 OO1495'81.0 FT (24.7 M) NORTH-NORTHEAST OF AND 2.0 FT (0.6 M) HIGHER THAN
 OO1495'CENTERLINE OF TH-52 AT MILEPOST 24.2, 9.5 FT (2.9 M) WEST-NORTHWEST OF
 OO1495'CENTER FIELD ENTRANCE, 50.0 FT (15.2 M) NORTHEAST OF END OF BOX
 OO1495'CULVERT, 1.7 FT (0.5 M) EAST-SOUTHEAST OF STEEL WITNESS POST, AND 0.3
 OO1495'FT (9.1 CM) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1510 ***********************************************************************
 OO1510  DESIGNATION -  2310 J
 OO1510  PID         -  OO1510
 OO1510  STATE/COUNTY-  MN/FILLMORE
 OO1510  COUNTRY     -  US
 OO1510  USGS QUAD   -  PRESTON (1965)
 OO1510
 OO1510                         *CURRENT SURVEY CONTROL
 OO1510  ______________________________________________________________________
 OO1510* NAD 83(1986) POSITION- 43 41 38.     (N) 092 05 56.     (W)   SCALED    
 OO1510* NAVD 88 ORTHO HEIGHT -   313.508  (meters)    1028.57  (feet) ADJUSTED  
 OO1510  ______________________________________________________________________
 OO1510  GEOID HEIGHT    -        -30.19  (meters)                     GEOID09
 OO1510  DYNAMIC HEIGHT  -        313.441 (meters)     1028.35  (feet) COMP
 OO1510  MODELED GRAVITY -    980,395.3   (mgal)                       NAVD 88
 OO1510
 OO1510  VERT ORDER      -  SECOND    CLASS I
 OO1510
 OO1510.The horizontal coordinates were scaled from a topographic map and have
 OO1510.an estimated accuracy of +/- 6 seconds.
 OO1510.
 OO1510.The orthometric height was determined by differential leveling and
 OO1510.adjusted in June 1991.
 OO1510
 OO1510.The dynamic height is computed by dividing the NAVD 88
 OO1510.geopotential number by the normal gravity value computed on the
 OO1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1510.degrees latitude (g = 980.6199 gals.).
 OO1510
 OO1510.The modeled gravity was interpolated from observed gravity values.
 OO1510
 OO1510;                    North         East    Units  Estimated Accuracy
 OO1510;SPC MN S     -   178,880.      953,250.      MT  (+/- 180 meters Scaled)
 OO1510
 OO1510                          SUPERSEDED SURVEY CONTROL
 OO1510
 OO1510.No superseded survey control is available for this station.
 OO1510
 OO1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ726382(NAD 83)
 OO1510
 OO1510_MARKER: DB = BENCH MARK DISK
 OO1510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1510_SP_SET: ALUMINUM ALLOY ROD
 OO1510_STAMPING: 2310 J 1984
 OO1510_MARK LOGO: MNDT  
 OO1510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1510+SATELLITE: SATELLITE OBSERVATIONS - June 11, 1991
 OO1510
 OO1510  HISTORY     - Date     Condition        Report By
 OO1510  HISTORY     - 1984     MONUMENTED       MNDT
 OO1510  HISTORY     - 19910611 GOOD             MNDT
 OO1510
 OO1510                          STATION DESCRIPTION
 OO1510
 OO1510'DESCRIBED BY MN DEPT OF TRANSP 1984
 OO1510'1.5 MI NW FROM PRESTON.
 OO1510'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE TOWN OF
 OO1510'PRESTON, IN THE SE 1/4 OF SECTION 25, T103N, R11W, 0.7 MILE NORTH
 OO1510'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 16 NORTH
 OO1510'OF PRESTON, 103.6 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT
 OO1510'MILEPOINT 21.3, 19.5 FEET SOUTH OF THE CENTER OF AN ENTRANCE, 57.3
 OO1510'FEET EAST OF A FENCE CORNER, 0.6 FOOT NORTH OF A FENCELINE, AND 0.8
 OO1510'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 OO1510'VERTICAL CONTROL MONUMENT DISK STAMPED---2310 J 1984---, IS SET ON THE
 OO1510'TOP OF A 5/8 INCH DIAMETER BY 7 FOOT LONG ALUMINUM ROD DRIVEN TO
 OO1510'REFUSAL THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 OO1510'ABOUT 1 FOOT BELOW THE LEVEL OF THE ENTRANCE.  A MAGNET IN THE DISK
 OO1510'MAKES THE MARK MAGNETIC.
 OO1510
 OO1510                          STATION RECOVERY (1991)
 OO1510
 OO1510'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (WAS)
 OO1510'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1537 ***********************************************************************
 OO1537  DESIGNATION -  2311 A
 OO1537  PID         -  OO1537
 OO1537  STATE/COUNTY-  MN/FILLMORE
 OO1537  COUNTRY     -  US
 OO1537  USGS QUAD   -  CHATFIELD (1974)
 OO1537
 OO1537                         *CURRENT SURVEY CONTROL
 OO1537  ______________________________________________________________________
 OO1537* NAD 83(1986) POSITION- 43 50 35.8    (N) 092 11 11.9    (W)   HD_HELD2  
 OO1537* NAVD 88 ORTHO HEIGHT -   308.733  (meters)    1012.90  (feet) ADJUSTED  
 OO1537  ______________________________________________________________________
 OO1537  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 OO1537  DYNAMIC HEIGHT  -        308.675 (meters)     1012.71  (feet) COMP
 OO1537  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 OO1537
 OO1537  VERT ORDER      -  SECOND    CLASS II
 OO1537
 OO1537.The horizontal coordinates were established by autonomous hand held GPS
 OO1537.observations and have an estimated accuracy of +/- 10 meters.
 OO1537.
 OO1537.The orthometric height was determined by differential leveling and
 OO1537.adjusted in June 1991.
 OO1537
 OO1537.Photographs are available for this station.
 OO1537
 OO1537.The dynamic height is computed by dividing the NAVD 88
 OO1537.geopotential number by the normal gravity value computed on the
 OO1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1537.degrees latitude (g = 980.6199 gals.).
 OO1537
 OO1537.The modeled gravity was interpolated from observed gravity values.
 OO1537
 OO1537;                    North         East    Units  Estimated Accuracy
 OO1537;SPC MN S     -   195,316.      945,811.      MT  (+/- 10 meters HH2 GPS)
 OO1537
 OO1537                          SUPERSEDED SURVEY CONTROL
 OO1537
 OO1537.No superseded survey control is available for this station.
 OO1537
 OO1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6538254787(NAD 83)
 OO1537
 OO1537_MARKER: DB = BENCH MARK DISK
 OO1537_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1537+WITH SETTING: PAVEMENT
 OO1537_SP_SET: SCHOOL STEP
 OO1537_STAMPING: 2311 A 1979
 OO1537_MARK LOGO: MNDT  
 OO1537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1537+STABILITY: SURFACE MOTION
 OO1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1537+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 OO1537
 OO1537  HISTORY     - Date     Condition        Report By
 OO1537  HISTORY     - 1979     MONUMENTED       MNDT
 OO1537  HISTORY     - 19910613 GOOD             MNDT
 OO1537
 OO1537                          STATION DESCRIPTION
 OO1537
 OO1537'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1537'IN CHATFIELD.
 OO1537'THE MARK IS LOCATED 0.1 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 OO1537'ITS JUNCTION WITH TRUNK HIGHWAY 74 IN CHATFIELD AND IS NEAR TRUNK
 OO1537'HIGHWAY 52 MILE POINT 34.2 IN THE NW 1/4 OF SECTION 5, T104N, R11W.
 OO1537'THE MARK IS 84.9 FEET SOUTHWEST OF THE SOUTHWEST CURB OF MAIN STREET,
 OO1537'42.3 FEET NORTHWEST OF THE NORTHWEST CURB OF 5TH STREET IN THE TOP
 OO1537'STEP OF THE NORTHEAST ENTRANCE TO THE GEORGE H. POTTER AUDITORIUM AT
 OO1537'THE SOUTHEAST END OF THE CHOSEN VALLEY ELEMENTARY SCHOOL, 17 FEET
 OO1537'SOUTHEAST OF THE CENTER OF THE MIDDLE ENTRANCE TO THE AUDITORIUM AND
 OO1537'0.8 FOOT NORTHWEST OF THE NORTHWEST FACE OF A BRICK COLUMN.  THE
 OO1537'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2311 A
 OO1537'1979---, IS CEMENTED IN A DRILL HOLE IN THE TOP STEP.
 OO1537
 OO1537                          STATION RECOVERY (1991)
 OO1537
 OO1537'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1537'THE MARK, AS DESCRIBED IN L-24679, WAS RECOVERED IN GOOD CONDITION IN
 OO1537'CHATFIELD, IN THE NORTHWEST 1/4 OF SECTION 5, T104N, R11W, 0.15 MI
 OO1537'(0.24 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74 AND
 OO1537'TH-30,
 OO1537' 
 OO1537'109.0 FT (33.2 M) SOUTHWEST OF AND 3.0 FT (0.9 M) HIGHER THAN
 OO1537'CENTERLINE OF TH-52 AT MILEPOST 34.2, 84.9 FT (25.9 M) SOUTHWEST OF SW
 OO1537'CURB OF MAIN SAINT, 64.0 FT (19.5 M) NORTHWEST OF THE CENTERLINE AND
 OO1537'42.3 FT (12.9 M) NORTHWEST OF NORTHWEST CURB OF FIFTH SAINT, IN TOP
 OO1537'STEP OF NORTHEAST ENTRANCE TO AUDITORIUM AT SE END OF CHOSEN VALLEY
 OO1537'ELEMENTARY SCHOOL, 17.0 FT (5.2 M) SOUTHEAST 0F MIDDLE ENTRANCE, 0.8
 OO1537'FT (24.4 CM) NORTHWEST OF NW FACE OF BRICK COLUMN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8236 ***********************************************************************
 DI8236  DESIGNATION -  2311 B
 DI8236  PID         -  DI8236
 DI8236  STATE/COUNTY-  MN/FILLMORE
 DI8236  COUNTRY     -  US
 DI8236  USGS QUAD   -  CHATFIELD (1974)
 DI8236
 DI8236                         *CURRENT SURVEY CONTROL
 DI8236  ______________________________________________________________________
 DI8236* NAD 83(1986) POSITION- 43 50 18.7    (N) 092 10 30.6    (W)   HD_HELD2  
 DI8236* NAVD 88 ORTHO HEIGHT -   312.954  (meters)    1026.75  (feet) ADJUSTED  
 DI8236  ______________________________________________________________________
 DI8236  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 DI8236  DYNAMIC HEIGHT  -        312.896 (meters)     1026.56  (feet) COMP
 DI8236  MODELED GRAVITY -    980,423.3   (mgal)                       NAVD 88
 DI8236
 DI8236  VERT ORDER      -  SECOND    CLASS I
 DI8236
 DI8236.The horizontal coordinates were established by autonomous hand held GPS
 DI8236.observations and have an estimated accuracy of +/- 10 meters.
 DI8236.
 DI8236.The orthometric height was determined by differential leveling and
 DI8236.adjusted in January 2008.
 DI8236
 DI8236.The dynamic height is computed by dividing the NAVD 88
 DI8236.geopotential number by the normal gravity value computed on the
 DI8236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8236.degrees latitude (g = 980.6199 gals.).
 DI8236
 DI8236.The modeled gravity was interpolated from observed gravity values.
 DI8236
 DI8236;                    North         East    Units  Estimated Accuracy
 DI8236;SPC MN S     -   194,809.      946,745.      MT  (+/- 10 meters HH2 GPS)
 DI8236
 DI8236                          SUPERSEDED SURVEY CONTROL
 DI8236
 DI8236.No superseded survey control is available for this station.
 DI8236
 DI8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6630954269(NAD 83)
 DI8236
 DI8236_MARKER: DV = VERTICAL CONTROL DISK
 DI8236_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI8236_SP_SET: STEP OF MEMORIAL
 DI8236_STAMPING: 2311 B 1991
 DI8236_MARK LOGO: MNDT  
 DI8236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8236+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8236
 DI8236  HISTORY     - Date     Condition        Report By
 DI8236  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8236
 DI8236                          STATION DESCRIPTION
 DI8236
 DI8236'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8236'THE MARK IS 0.5 MILE (0.8 KM) SOUTHEAST OF CHATFIELD, 0.85 MI (1.37
 DI8236'KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74 AND TH-30, IN
 DI8236'THE SOUTHEAST 1/4 OF SECTION 5, T104N, R11W, IN TOP STEP OF MEMORIAL,
 DI8236' 
 DI8236'86.0 FT (26.2 M) NORTH OF AND LEVEL WITH THE CENTERLINE OF TH-52, AT
 DI8236'MILEPOST 33.5, 22.0 FT (6.7 M) WEST OF THE CENTERLINE OF BITUMINOUS
 DI8236'ROAD, AND FLUSH WITH THE STEP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8223 ***********************************************************************
 DI8223  DESIGNATION -  2311 C
 DI8223  PID         -  DI8223
 DI8223  STATE/COUNTY-  MN/FILLMORE
 DI8223  COUNTRY     -  US
 DI8223  USGS QUAD   -  CHATFIELD (1974)
 DI8223
 DI8223                         *CURRENT SURVEY CONTROL
 DI8223  ______________________________________________________________________
 DI8223* NAD 83(1986) POSITION- 43 50 00.4    (N) 092 09 57.8    (W)   HD_HELD2  
 DI8223* NAVD 88 ORTHO HEIGHT -   316.503  (meters)    1038.39  (feet) ADJUSTED  
 DI8223  ______________________________________________________________________
 DI8223  GEOID HEIGHT    -        -29.96  (meters)                     GEOID09
 DI8223  DYNAMIC HEIGHT  -        316.444 (meters)     1038.20  (feet) COMP
 DI8223  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 DI8223
 DI8223  VERT ORDER      -  SECOND    CLASS I
 DI8223
 DI8223.The horizontal coordinates were established by autonomous hand held GPS
 DI8223.observations and have an estimated accuracy of +/- 10 meters.
 DI8223.
 DI8223.The orthometric height was determined by differential leveling and
 DI8223.adjusted in January 2008.
 DI8223
 DI8223.The dynamic height is computed by dividing the NAVD 88
 DI8223.geopotential number by the normal gravity value computed on the
 DI8223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8223.degrees latitude (g = 980.6199 gals.).
 DI8223
 DI8223.The modeled gravity was interpolated from observed gravity values.
 DI8223
 DI8223;                    North         East    Units  Estimated Accuracy
 DI8223;SPC MN S     -   194,261.      947,491.      MT  (+/- 10 meters HH2 GPS)
 DI8223
 DI8223                          SUPERSEDED SURVEY CONTROL
 DI8223
 DI8223.No superseded survey control is available for this station.
 DI8223
 DI8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6704753712(NAD 83)
 DI8223
 DI8223_MARKER: DV = VERTICAL CONTROL DISK
 DI8223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8223_STAMPING: 2311 C 1991
 DI8223_MARK LOGO: MNDT  
 DI8223_PROJECTION: FLUSH
 DI8223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8223+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8223_ROD/PIPE-DEPTH:  0.9 meters
 DI8223
 DI8223  HISTORY     - Date     Condition        Report By
 DI8223  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8223
 DI8223                          STATION DESCRIPTION
 DI8223
 DI8223'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8223'THE MARK IS 1.25 MI (2.01 KM) SOUTHEAST OF CHATFIELD,
 DI8223' 
 DI8223'1.45 MI (2.33 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8223'AND TH-30, IN THE SOUTHEAST 1/4 OF SECTION 4, T104N, R11W,
 DI8223' 
 DI8223'156.0 FT (47.5 M) SOUTH-SOUTHEAST OF AND ABOUT 1.5 FT (0.5 M) HIGHER
 DI8223'THAN THE CENTERLINE OF TH-52, AT MILEPOST 32.9, 26.0 FT (7.9 M) NORTH
 DI8223'OF THE CENTERLINE OF COUNTY ROAD 19, 2.2 FT (0.7 M) EAST OF A POWER
 DI8223'POLE WITH TRANSFORMER, 25.5 FT (7.8 M) EAST OF A STEEL RIGHT OF WAY
 DI8223'POST, 1.7 FT (0.5 M) WEST-NORTHWEST OF FILLMORE COUNTY ROAD 19 SIGN,
 DI8223'AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8224 ***********************************************************************
 DI8224  DESIGNATION -  2311 D
 DI8224  PID         -  DI8224
 DI8224  STATE/COUNTY-  MN/FILLMORE
 DI8224  COUNTRY     -  US
 DI8224  USGS QUAD   -  CHATFIELD (1974)
 DI8224
 DI8224                         *CURRENT SURVEY CONTROL
 DI8224  ______________________________________________________________________
 DI8224* NAD 83(1986) POSITION- 43 49 45.7    (N) 092 08 55.2    (W)   HD_HELD2  
 DI8224* NAVD 88 ORTHO HEIGHT -   309.828  (meters)    1016.49  (feet) ADJUSTED  
 DI8224  ______________________________________________________________________
 DI8224  GEOID HEIGHT    -        -29.98  (meters)                     GEOID09
 DI8224  DYNAMIC HEIGHT  -        309.770 (meters)     1016.30  (feet) COMP
 DI8224  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DI8224
 DI8224  VERT ORDER      -  SECOND    CLASS I
 DI8224
 DI8224.The horizontal coordinates were established by autonomous hand held GPS
 DI8224.observations and have an estimated accuracy of +/- 10 meters.
 DI8224.
 DI8224.The orthometric height was determined by differential leveling and
 DI8224.adjusted in January 2008.
 DI8224
 DI8224.The dynamic height is computed by dividing the NAVD 88
 DI8224.geopotential number by the normal gravity value computed on the
 DI8224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8224.degrees latitude (g = 980.6199 gals.).
 DI8224
 DI8224.The modeled gravity was interpolated from observed gravity values.
 DI8224
 DI8224;                    North         East    Units  Estimated Accuracy
 DI8224;SPC MN S     -   193,839.      948,899.      MT  (+/- 10 meters HH2 GPS)
 DI8224
 DI8224                          SUPERSEDED SURVEY CONTROL
 DI8224
 DI8224.No superseded survey control is available for this station.
 DI8224
 DI8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6845053272(NAD 83)
 DI8224
 DI8224_MARKER: DV = VERTICAL CONTROL DISK
 DI8224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8224_STAMPING: 2311 D 1991
 DI8224_MARK LOGO: MNDT  
 DI8224_PROJECTION: FLUSH
 DI8224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8224+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8224_ROD/PIPE-DEPTH:  1.0 meters
 DI8224
 DI8224  HISTORY     - Date     Condition        Report By
 DI8224  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8224
 DI8224                          STATION DESCRIPTION
 DI8224
 DI8224'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8224'THE MARK IS 2.25 MI (3.62 KM) SOUTHEAST OF CHATFIELD,
 DI8224' 
 DI8224'2.35 MI (3.78 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8224'AND TH-30, IN THE SOUTHEAST 1/4 OF SECTION 4, T104N, R11W,
 DI8224' 
 DI8224'106.5 FT (32.5 M) SOUTH-SOUTHWEST OF AND ABOUT 1.5 FT (0.5 M) HIGHER
 DI8224'THAN THE CENTERLINE OF TH-52 AT MILEPOST 32.0, 9.5 FT (2.9 M) WEST OF
 DI8224'THE CENTER OF A CEMETERY ENTRANCE, 0.7 FT (21.3 CM) EAST OF WEST STONE
 DI8224'PILLAR, AND FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8235 ***********************************************************************
 DI8235  DESIGNATION -  2311 E
 DI8235  PID         -  DI8235
 DI8235  STATE/COUNTY-  MN/FILLMORE
 DI8235  COUNTRY     -  US
 DI8235  USGS QUAD   -  CHATFIELD (1974)
 DI8235
 DI8235                         *CURRENT SURVEY CONTROL
 DI8235  ______________________________________________________________________
 DI8235* NAD 83(1986) POSITION- 43 49 24.7    (N) 092 08 30.6    (W)   HD_HELD2  
 DI8235* NAVD 88 ORTHO HEIGHT -   293.087  (meters)     961.57  (feet) ADJUSTED  
 DI8235  ______________________________________________________________________
 DI8235  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 DI8235  DYNAMIC HEIGHT  -        293.031 (meters)      961.39  (feet) COMP
 DI8235  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DI8235
 DI8235  VERT ORDER      -  SECOND    CLASS I
 DI8235
 DI8235.The horizontal coordinates were established by autonomous hand held GPS
 DI8235.observations and have an estimated accuracy of +/- 10 meters.
 DI8235.
 DI8235.The orthometric height was determined by differential leveling and
 DI8235.adjusted in January 2008.
 DI8235
 DI8235.The dynamic height is computed by dividing the NAVD 88
 DI8235.geopotential number by the normal gravity value computed on the
 DI8235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8235.degrees latitude (g = 980.6199 gals.).
 DI8235
 DI8235.The modeled gravity was interpolated from observed gravity values.
 DI8235
 DI8235;                    North         East    Units  Estimated Accuracy
 DI8235;SPC MN S     -   193,203.      949,463.      MT  (+/- 10 meters HH2 GPS)
 DI8235
 DI8235                          SUPERSEDED SURVEY CONTROL
 DI8235
 DI8235.No superseded survey control is available for this station.
 DI8235
 DI8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6900652630(NAD 83)
 DI8235
 DI8235_MARKER: DB = BENCH MARK DISK
 DI8235_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DI8235_SP_SET: BOX CULVERT
 DI8235_STAMPING: 2311 E 1991
 DI8235_MARK LOGO: MNDT  
 DI8235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8235+STABILITY: SURFACE MOTION
 DI8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8235+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8235
 DI8235  HISTORY     - Date     Condition        Report By
 DI8235  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8235
 DI8235                          STATION DESCRIPTION
 DI8235
 DI8235'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8235'THE MARK IS 2.9 MI (4.7 KM) SOUTHEAST OF CHATFIELD,
 DI8235' 
 DI8235'2.95 MI (4.75 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8235'AND TH-30, IN THE SOUTHWEST 1/4 OF SECTION 10, T104N, R11W,
 DI8235' 
 DI8235'45.0 FT (13.7 M) EAST OF AND ABOUT 5.5 FEET (1.7 M) LOWER THAN THE
 DI8235'CENTERLINE OF TH-52, AT MILEPOST 31.4, 87.5 FT (26.7 M) SOUTH OF THE
 DI8235'CENTER OF GRAVEL ROAD, 0.6 FT (18.3 CM) NORTH OF SOUTH END OF EAST
 DI8235'ABUTMENT OF A BOX CULVERT, 2.8 FT (0.9 M) EAST-NORTHEAST OF A STEEL
 DI8235'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8225 ***********************************************************************
 DI8225  DESIGNATION -  2311 F
 DI8225  PID         -  DI8225
 DI8225  STATE/COUNTY-  MN/FILLMORE
 DI8225  COUNTRY     -  US
 DI8225  USGS QUAD   -  CHATFIELD (1974)
 DI8225
 DI8225                         *CURRENT SURVEY CONTROL
 DI8225  ______________________________________________________________________
 DI8225* NAD 83(1986) POSITION- 43 49 04.9    (N) 092 08 22.4    (W)   HD_HELD2  
 DI8225* NAVD 88 ORTHO HEIGHT -   287.819  (meters)     944.29  (feet) ADJUSTED  
 DI8225  ______________________________________________________________________
 DI8225  GEOID HEIGHT    -        -30.00  (meters)                     GEOID09
 DI8225  DYNAMIC HEIGHT  -        287.764 (meters)      944.11  (feet) COMP
 DI8225  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 DI8225
 DI8225  VERT ORDER      -  SECOND    CLASS I
 DI8225
 DI8225.The horizontal coordinates were established by autonomous hand held GPS
 DI8225.observations and have an estimated accuracy of +/- 10 meters.
 DI8225.
 DI8225.The orthometric height was determined by differential leveling and
 DI8225.adjusted in January 2008.
 DI8225
 DI8225.The dynamic height is computed by dividing the NAVD 88
 DI8225.geopotential number by the normal gravity value computed on the
 DI8225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8225.degrees latitude (g = 980.6199 gals.).
 DI8225
 DI8225.The modeled gravity was interpolated from observed gravity values.
 DI8225
 DI8225;                    North         East    Units  Estimated Accuracy
 DI8225;SPC MN S     -   192,597.      949,660.      MT  (+/- 10 meters HH2 GPS)
 DI8225
 DI8225                          SUPERSEDED SURVEY CONTROL
 DI8225
 DI8225.No superseded survey control is available for this station.
 DI8225
 DI8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6919552021(NAD 83)
 DI8225
 DI8225_MARKER: DV = VERTICAL CONTROL DISK
 DI8225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8225_SP_SET: BRIDGE ABUTMENT
 DI8225_STAMPING: 2311 F 1991
 DI8225_MARK LOGO: MNDT  
 DI8225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8225+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8225
 DI8225  HISTORY     - Date     Condition        Report By
 DI8225  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8225
 DI8225                          STATION DESCRIPTION
 DI8225
 DI8225'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8225'THE MARK IS 3.25 MI (5.23 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8225' 
 DI8225'3.35 MI (5.39 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8225'AND TH-30, IN THE NORTHEAST 1/4 OF SECTION 15, T104N, R11W, 25.0 FT
 DI8225'(7.6 M) EAST OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE CENTERLINE
 DI8225'OF TH-52 AT MILEPOST 31.0, 0.6 FT (18.3 CM) SOUTH OF NORTHEAST CORNER
 DI8225'BRIDGE 23011 OVER ROOT RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8226 ***********************************************************************
 DI8226  DESIGNATION -  2311 F 1
 DI8226  PID         -  DI8226
 DI8226  STATE/COUNTY-  MN/FILLMORE
 DI8226  COUNTRY     -  US
 DI8226  USGS QUAD   -  CHATFIELD (1974)
 DI8226
 DI8226                         *CURRENT SURVEY CONTROL
 DI8226  ______________________________________________________________________
 DI8226* NAD 83(1986) POSITION- 43 49 01.9    (N) 092 08 22.9    (W)   HD_HELD2  
 DI8226* NAVD 88 ORTHO HEIGHT -   286.683  (meters)     940.56  (feet) ADJUSTED  
 DI8226  ______________________________________________________________________
 DI8226  GEOID HEIGHT    -        -30.00  (meters)                     GEOID09
 DI8226  DYNAMIC HEIGHT  -        286.629 (meters)      940.38  (feet) COMP
 DI8226  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 DI8226
 DI8226  VERT ORDER      -  SECOND    CLASS I
 DI8226
 DI8226.The horizontal coordinates were established by autonomous hand held GPS
 DI8226.observations and have an estimated accuracy of +/- 10 meters.
 DI8226.
 DI8226.The orthometric height was determined by differential leveling and
 DI8226.adjusted in January 2008.
 DI8226
 DI8226.The dynamic height is computed by dividing the NAVD 88
 DI8226.geopotential number by the normal gravity value computed on the
 DI8226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8226.degrees latitude (g = 980.6199 gals.).
 DI8226
 DI8226.The modeled gravity was interpolated from observed gravity values.
 DI8226
 DI8226;                    North         East    Units  Estimated Accuracy
 DI8226;SPC MN S     -   192,504.      949,651.      MT  (+/- 10 meters HH2 GPS)
 DI8226
 DI8226                          SUPERSEDED SURVEY CONTROL
 DI8226
 DI8226.No superseded survey control is available for this station.
 DI8226
 DI8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6918551928(NAD 83)
 DI8226
 DI8226_MARKER: DV = VERTICAL CONTROL DISK
 DI8226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8226_SP_SET: BRIDGE ABUTMENT
 DI8226_STAMPING: 2311 F 1 1991
 DI8226_MARK LOGO: MNDT  
 DI8226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8226+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8226
 DI8226  HISTORY     - Date     Condition        Report By
 DI8226  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8226
 DI8226                          STATION DESCRIPTION
 DI8226
 DI8226'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8226'THE MARK IS 3.25 MI (5.23 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8226' 
 DI8226'3.40 MI (5.47 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8226'AND TH-30, IN THE NORTHEAST 1/4 OF SECTION 15, T104N, R11W,
 DI8226' 
 DI8226'25.5 FT (7.8 M) EAST OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE
 DI8226'CENTERLINE OF TH-52 AT MILEPOST 30.95, 0.7 FT (21.3 CM) NORTH OF SE
 DI8226'CORNER BRIDGE 23011 OVER ROOT RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8237 ***********************************************************************
 DI8237  DESIGNATION -  2311 G
 DI8237  PID         -  DI8237
 DI8237  STATE/COUNTY-  MN/FILLMORE
 DI8237  COUNTRY     -  US
 DI8237  USGS QUAD   -  CHATFIELD (1974)
 DI8237
 DI8237                         *CURRENT SURVEY CONTROL
 DI8237  ______________________________________________________________________
 DI8237* NAD 83(1986) POSITION- 43 48 39.1    (N) 092 08 17.4    (W)   HD_HELD2  
 DI8237* NAVD 88 ORTHO HEIGHT -   296.555  (meters)     972.95  (feet) ADJUSTED  
 DI8237  ______________________________________________________________________
 DI8237  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 DI8237  DYNAMIC HEIGHT  -        296.498 (meters)      972.76  (feet) COMP
 DI8237  MODELED GRAVITY -    980,421.4   (mgal)                       NAVD 88
 DI8237
 DI8237  VERT ORDER      -  SECOND    CLASS I
 DI8237
 DI8237.The horizontal coordinates were established by autonomous hand held GPS
 DI8237.observations and have an estimated accuracy of +/- 10 meters.
 DI8237.
 DI8237.The orthometric height was determined by differential leveling and
 DI8237.adjusted in January 2008.
 DI8237
 DI8237.The dynamic height is computed by dividing the NAVD 88
 DI8237.geopotential number by the normal gravity value computed on the
 DI8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8237.degrees latitude (g = 980.6199 gals.).
 DI8237
 DI8237.The modeled gravity was interpolated from observed gravity values.
 DI8237
 DI8237;                    North         East    Units  Estimated Accuracy
 DI8237;SPC MN S     -   191,803.      949,790.      MT  (+/- 10 meters HH2 GPS)
 DI8237
 DI8237                          SUPERSEDED SURVEY CONTROL
 DI8237
 DI8237.No superseded survey control is available for this station.
 DI8237
 DI8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6931551226(NAD 83)
 DI8237
 DI8237_MARKER: DV = VERTICAL CONTROL DISK
 DI8237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8237_STAMPING: 2311 G 1991
 DI8237_MARK LOGO: MNDT  
 DI8237_PROJECTION: FLUSH
 DI8237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8237+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8237_ROD/PIPE-DEPTH:  1.4 meters
 DI8237
 DI8237  HISTORY     - Date     Condition        Report By
 DI8237  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8237
 DI8237                          STATION DESCRIPTION
 DI8237
 DI8237'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8237'THE MARK IS 3.5 MI (5.6 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8237' 
 DI8237'3.85 MI (6.20 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74
 DI8237'AND TH-30, IN THE SOUTHEAST 1/4 OF SECTION 15, T104N, R11W,
 DI8237' 
 DI8237'99.0 FT (30.2 M) WEST-SOUTHWEST OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN
 DI8237'THE CENTERLINE OF TH-52 AT MILEPOST 30.5, 15.0 FT (4.6 M) NORTHWEST OF
 DI8237'CENTER OF A FIELD ENTRANCE, 1.6 FT (0.5 M) EAST OF A FENCE LINE, 1.5
 DI8237'FT (0.5 M) EAST-NORTHEAST OF A STEEL WITNESS POST, AND FLUSH WITH THE
 DI8237'GROUND.  NORE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8233 ***********************************************************************
 DI8233  DESIGNATION -  2311 H
 DI8233  PID         -  DI8233
 DI8233  STATE/COUNTY-  MN/FILLMORE
 DI8233  COUNTRY     -  US
 DI8233  USGS QUAD   -  CHATFIELD (1974)
 DI8233
 DI8233                         *CURRENT SURVEY CONTROL
 DI8233  ______________________________________________________________________
 DI8233* NAD 83(1986) POSITION- 43 48 05.1    (N) 092 07 41.0    (W)   HD_HELD2  
 DI8233* NAVD 88 ORTHO HEIGHT -   313.616  (meters)    1028.92  (feet) ADJUSTED  
 DI8233  ______________________________________________________________________
 DI8233  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 DI8233  DYNAMIC HEIGHT  -        313.556 (meters)     1028.72  (feet) COMP
 DI8233  MODELED GRAVITY -    980,420.9   (mgal)                       NAVD 88
 DI8233
 DI8233  VERT ORDER      -  SECOND    CLASS I
 DI8233
 DI8233.The horizontal coordinates were established by autonomous hand held GPS
 DI8233.observations and have an estimated accuracy of +/- 10 meters.
 DI8233.
 DI8233.The orthometric height was determined by differential leveling and
 DI8233.adjusted in January 2008.
 DI8233
 DI8233.The dynamic height is computed by dividing the NAVD 88
 DI8233.geopotential number by the normal gravity value computed on the
 DI8233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8233.degrees latitude (g = 980.6199 gals.).
 DI8233
 DI8233.The modeled gravity was interpolated from observed gravity values.
 DI8233
 DI8233;                    North         East    Units  Estimated Accuracy
 DI8233;SPC MN S     -   190,773.      950,628.      MT  (+/- 10 meters HH2 GPS)
 DI8233
 DI8233                          SUPERSEDED SURVEY CONTROL
 DI8233
 DI8233.No superseded survey control is available for this station.
 DI8233
 DI8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7014050186(NAD 83)
 DI8233
 DI8233_MARKER: DV = VERTICAL CONTROL DISK
 DI8233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8233_STAMPING: 2311 H 1991
 DI8233_MARK LOGO: MNDT  
 DI8233_PROJECTION: FLUSH
 DI8233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8233+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8233_ROD/PIPE-DEPTH:  0.9 meters
 DI8233
 DI8233  HISTORY     - Date     Condition        Report By
 DI8233  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8233
 DI8233                          STATION DESCRIPTION
 DI8233
 DI8233'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8233'THE MARK IS 4.0 MI (6.4 KM) SOUTHEAST OF THE CITY OF CHATFIELD,
 DI8233' 
 DI8233'4.7 MI (7.6 KM) SOUTHEAST ALONG TH-52 FROM ITS JUNCTION WITH TH-74 AND
 DI8233'TH-30, IN THE NORTHWEST 1/4 OF SECTION 23, T104N, R11W,
 DI8233' 
 DI8233'215.O FT (65.5 M) EAST OF AND ABOUT 2.0 FEET (0.6 M) LOWER THAN THE
 DI8233'CENTERLINE OF TH-52 AT MILEPOST 29.65, 33.0 FT (10.1 M) SOUTH OF
 DI8233'CENTER OF COUNTY ROAD 6, 9.5 FT (2.9 M) EAST OF CENTER OF A FIELD
 DI8233'ENTRANCE, 1.1 FT (0.3 M) NORTH OF A FENCE LINE, 2.5 FT (0.8 M)
 DI8233'WEST-NORTHWEST OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 DI8233'NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8234 ***********************************************************************
 DI8234  DESIGNATION -  2311 J
 DI8234  PID         -  DI8234
 DI8234  STATE/COUNTY-  MN/FILLMORE
 DI8234  COUNTRY     -  US
 DI8234  USGS QUAD   -  CHATFIELD (1974)
 DI8234
 DI8234                         *CURRENT SURVEY CONTROL
 DI8234  ______________________________________________________________________
 DI8234* NAD 83(1986) POSITION- 43 47 33.     (N) 092 07 59.     (W)   SCALED    
 DI8234* NAVD 88 ORTHO HEIGHT -   297.842  (meters)     977.17  (feet) ADJUSTED  
 DI8234  ______________________________________________________________________
 DI8234  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 DI8234  DYNAMIC HEIGHT  -        297.783 (meters)      976.98  (feet) COMP
 DI8234  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 DI8234
 DI8234  VERT ORDER      -  SECOND    CLASS I
 DI8234
 DI8234.The horizontal coordinates were scaled from a topographic map and have
 DI8234.an estimated accuracy of +/- 6 seconds.
 DI8234.
 DI8234.The orthometric height was determined by differential leveling and
 DI8234.adjusted in January 2008.
 DI8234
 DI8234.The dynamic height is computed by dividing the NAVD 88
 DI8234.geopotential number by the normal gravity value computed on the
 DI8234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8234.degrees latitude (g = 980.6199 gals.).
 DI8234
 DI8234.The modeled gravity was interpolated from observed gravity values.
 DI8234
 DI8234;                    North         East    Units  Estimated Accuracy
 DI8234;SPC MN S     -   189,770.      950,250.      MT  (+/- 180 meters Scaled)
 DI8234
 DI8234                          SUPERSEDED SURVEY CONTROL
 DI8234
 DI8234.No superseded survey control is available for this station.
 DI8234
 DI8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ697491(NAD 83)
 DI8234
 DI8234_MARKER: DV = VERTICAL CONTROL DISK
 DI8234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI8234_SP_SET: BRIDGE ABUTMENT
 DI8234_STAMPING: 2311 J 1991
 DI8234_MARK LOGO: MNDT  
 DI8234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI8234+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8234
 DI8234  HISTORY     - Date     Condition        Report By
 DI8234  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8234
 DI8234                          STATION DESCRIPTION
 DI8234
 DI8234'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8234'THE MARK IS 4.0 MI (6.4 KM) NORTH OF THE CITY OF FOUNTAIN,
 DI8234' 
 DI8234'4.15 MI (6.68 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN
 DI8234'THE SOUTHEAST 1/4 OF SECTION 22, T104N, R11W,
 DI8234' 
 DI8234'26.0 FT (7.9 M) WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TH-52
 DI8234'AT MILEPOST 28.95, 0.8 FT (24.4 CM) SOUTH OF THE SOUTHEAST CORNER OF
 DI8234'BRIDGE 23007 OVER RICE CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8227 ***********************************************************************
 DI8227  DESIGNATION -  2311 K
 DI8227  PID         -  DI8227
 DI8227  STATE/COUNTY-  MN/FILLMORE
 DI8227  COUNTRY     -  US
 DI8227  USGS QUAD   -  CHATFIELD (1974)
 DI8227
 DI8227                         *CURRENT SURVEY CONTROL
 DI8227  ______________________________________________________________________
 DI8227* NAD 83(1986) POSITION- 43 47 01.     (N) 092 08 01.     (W)   SCALED    
 DI8227* NAVD 88 ORTHO HEIGHT -   347.059  (meters)    1138.64  (feet) ADJUSTED  
 DI8227  ______________________________________________________________________
 DI8227  GEOID HEIGHT    -        -30.04  (meters)                     GEOID09
 DI8227  DYNAMIC HEIGHT  -        346.991 (meters)     1138.42  (feet) COMP
 DI8227  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 DI8227
 DI8227  VERT ORDER      -  SECOND    CLASS I
 DI8227
 DI8227.The horizontal coordinates were scaled from a topographic map and have
 DI8227.an estimated accuracy of +/- 6 seconds.
 DI8227.
 DI8227.The orthometric height was determined by differential leveling and
 DI8227.adjusted in January 2008.
 DI8227
 DI8227.Photographs are available for this station.
 DI8227
 DI8227.The dynamic height is computed by dividing the NAVD 88
 DI8227.geopotential number by the normal gravity value computed on the
 DI8227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8227.degrees latitude (g = 980.6199 gals.).
 DI8227
 DI8227.The modeled gravity was interpolated from observed gravity values.
 DI8227
 DI8227;                    North         East    Units  Estimated Accuracy
 DI8227;SPC MN S     -   188,790.      950,230.      MT  (+/- 180 meters Scaled)
 DI8227
 DI8227                          SUPERSEDED SURVEY CONTROL
 DI8227
 DI8227.No superseded survey control is available for this station.
 DI8227
 DI8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ697482(NAD 83)
 DI8227
 DI8227_MARKER: DV = VERTICAL CONTROL DISK
 DI8227_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8227+WITH SETTING: INFORMATION.
 DI8227_STAMPING: 2311 K 1991
 DI8227_MARK LOGO: MNDT  
 DI8227_PROJECTION: FLUSH
 DI8227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8227+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8227_ROD/PIPE-DEPTH:  1.1 meters
 DI8227
 DI8227  HISTORY     - Date     Condition        Report By
 DI8227  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8227
 DI8227                          STATION DESCRIPTION
 DI8227
 DI8227'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8227'THE MARK IS 3.25 MI (5.23 KM) NORTH OF FOUNTAIN,
 DI8227' 
 DI8227'3.5 MI (5.6 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8227'NORTHEAST 1/4 OF SECTION 27, T104N, R11W,
 DI8227' 
 DI8227'79.5 FT (24.2 M) WEST OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE
 DI8227'CENTERLINE OF TH-52 AT MILEPOST 28.25, 7.0 FT (2.1 M) SOUTH OF CENTER
 DI8227'OF A FIELD ENTRANCE EXTENDED, 1.7 FT (0.5 M) SOUTHWEST OF A STEEL
 DI8227'WITNESS POST, AND FLUSH WITH THE GROUND.  NOTE-- ROD WAS DRIVEN TO
 DI8227'REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8228 ***********************************************************************
 DI8228  DESIGNATION -  2311 L
 DI8228  PID         -  DI8228
 DI8228  STATE/COUNTY-  MN/FILLMORE
 DI8228  COUNTRY     -  US
 DI8228  USGS QUAD   -  CHATFIELD (1974)
 DI8228
 DI8228                         *CURRENT SURVEY CONTROL
 DI8228  ______________________________________________________________________
 DI8228* NAD 83(1986) POSITION- 43 46 41.6    (N) 092 07 52.0    (W)   HD_HELD2  
 DI8228* NAVD 88 ORTHO HEIGHT -   369.215  (meters)    1211.33  (feet) ADJUSTED  
 DI8228  ______________________________________________________________________
 DI8228  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 DI8228  DYNAMIC HEIGHT  -        369.141 (meters)     1211.09  (feet) COMP
 DI8228  MODELED GRAVITY -    980,407.7   (mgal)                       NAVD 88
 DI8228
 DI8228  VERT ORDER      -  SECOND    CLASS I
 DI8228
 DI8228.The horizontal coordinates were established by autonomous hand held GPS
 DI8228.observations and have an estimated accuracy of +/- 10 meters.
 DI8228.
 DI8228.The orthometric height was determined by differential leveling and
 DI8228.adjusted in January 2008.
 DI8228
 DI8228.The dynamic height is computed by dividing the NAVD 88
 DI8228.geopotential number by the normal gravity value computed on the
 DI8228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8228.degrees latitude (g = 980.6199 gals.).
 DI8228
 DI8228.The modeled gravity was interpolated from observed gravity values.
 DI8228
 DI8228;                    North         East    Units  Estimated Accuracy
 DI8228;SPC MN S     -   188,191.      950,441.      MT  (+/- 10 meters HH2 GPS)
 DI8228
 DI8228                          SUPERSEDED SURVEY CONTROL
 DI8228
 DI8228.No superseded survey control is available for this station.
 DI8228
 DI8228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6992147607(NAD 83)
 DI8228
 DI8228_MARKER: DV = VERTICAL CONTROL DISK
 DI8228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8228_STAMPING: 2311 L 1991
 DI8228_MARK LOGO: MNDT  
 DI8228_PROJECTION: FLUSH
 DI8228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8228+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8228_ROD/PIPE-DEPTH:  1.2 meters
 DI8228
 DI8228  HISTORY     - Date     Condition        Report By
 DI8228  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8228
 DI8228                          STATION DESCRIPTION
 DI8228
 DI8228'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8228'THE MARK IS 2.5 MI (4.0 KM) NORTH OF FOUNTAIN,
 DI8228' 
 DI8228'3.1 MI (5.0 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8228'SOUTHEAST 1/4 OF SECTION 27, T104N, R11W,
 DI8228' 
 DI8228'175.0 FT (53.3 M) WEST OF AND 2.0 FT (0.6 M) LOWER THAN THE CENTERLINE
 DI8228'OF TH-52 AT MILEPOST 27.85, 100.0 FT (30.5 M) WEST-NORTHWEST OF A
 DI8228'POWER POLE, 4.2 FT (1.3 M) NORTH OF A POWER POLE, IN CENTER OF
 DI8228'CIRCULAR DRIVE, 1.9 FT (0.6 M) WEST OF STEEL WITNESS POST, AND FLUSH
 DI8228'WITH THE GROUND.  NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8229 ***********************************************************************
 DI8229  DESIGNATION -  2311 M
 DI8229  PID         -  DI8229
 DI8229  STATE/COUNTY-  MN/FILLMORE
 DI8229  COUNTRY     -  US
 DI8229  USGS QUAD   -  CHATFIELD (1974)
 DI8229
 DI8229                         *CURRENT SURVEY CONTROL
 DI8229  ______________________________________________________________________
 DI8229* NAD 83(1986) POSITION- 43 46 01.8    (N) 092 08 07.3    (W)   HD_HELD2  
 DI8229* NAVD 88 ORTHO HEIGHT -   379.344  (meters)    1244.56  (feet) ADJUSTED  
 DI8229  ______________________________________________________________________
 DI8229  GEOID HEIGHT    -        -30.06  (meters)                     GEOID09
 DI8229  DYNAMIC HEIGHT  -        379.265 (meters)     1244.31  (feet) COMP
 DI8229  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 DI8229
 DI8229  VERT ORDER      -  SECOND    CLASS I
 DI8229
 DI8229.The horizontal coordinates were established by autonomous hand held GPS
 DI8229.observations and have an estimated accuracy of +/- 10 meters.
 DI8229.
 DI8229.The orthometric height was determined by differential leveling and
 DI8229.adjusted in January 2008.
 DI8229
 DI8229.The dynamic height is computed by dividing the NAVD 88
 DI8229.geopotential number by the normal gravity value computed on the
 DI8229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8229.degrees latitude (g = 980.6199 gals.).
 DI8229
 DI8229.The modeled gravity was interpolated from observed gravity values.
 DI8229
 DI8229;                    North         East    Units  Estimated Accuracy
 DI8229;SPC MN S     -   186,955.      950,127.      MT  (+/- 10 meters HH2 GPS)
 DI8229
 DI8229                          SUPERSEDED SURVEY CONTROL
 DI8229
 DI8229.No superseded survey control is available for this station.
 DI8229
 DI8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6959246376(NAD 83)
 DI8229
 DI8229_MARKER: DV = VERTICAL CONTROL DISK
 DI8229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8229_STAMPING: 2311 M 1991
 DI8229_MARK LOGO: MNDT  
 DI8229_PROJECTION: FLUSH
 DI8229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8229+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8229_ROD/PIPE-DEPTH:  0.8 meters
 DI8229
 DI8229  HISTORY     - Date     Condition        Report By
 DI8229  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8229
 DI8229                          STATION DESCRIPTION
 DI8229
 DI8229'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8229'THE MARK IS 1.75 MI (2.82 KM) NORTH OF FOUNTAIN,
 DI8229' 
 DI8229'2.3 MI (3.7 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8229'SOUTHEAST 1/4 OF SECTION 34, T104N, R11W,
 DI8229' 
 DI8229'330.0 FT (100.6 M) WEST OF AND ABOUT 1.0 FT (0.3 M) HIGHER THAN THE
 DI8229'CENTERLINE OF TH-52 AT MILEPOST 27.1, 30.0 FT (9.1 M) NORTH OF CENTER
 DI8229'OF GRAVEL ROAD, 9.0 FT (2.7 M) EAST OF CENTER OF ENTRANCE, 1.0 FT (0.3
 DI8229'M) SOUTH OF A FENCE LINE, 1.6 FT (0.5 M) SOUTH OF STEEL WITNESS POST,
 DI8229'AND FLUSH WITH THE GROUND.  NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8231 ***********************************************************************
 DI8231  DESIGNATION -  2311 N
 DI8231  PID         -  DI8231
 DI8231  STATE/COUNTY-  MN/FILLMORE
 DI8231  COUNTRY     -  US
 DI8231  USGS QUAD   -  CHATFIELD (1974)
 DI8231
 DI8231                         *CURRENT SURVEY CONTROL
 DI8231  ______________________________________________________________________
 DI8231* NAD 83(1986) POSITION- 43 45 39.3    (N) 092 07 58.6    (W)   HD_HELD2  
 DI8231* NAVD 88 ORTHO HEIGHT -   382.365  (meters)    1254.48  (feet) ADJUSTED  
 DI8231  ______________________________________________________________________
 DI8231  GEOID HEIGHT    -        -30.07  (meters)                     GEOID09
 DI8231  DYNAMIC HEIGHT  -        382.285 (meters)     1254.21  (feet) COMP
 DI8231  MODELED GRAVITY -    980,398.0   (mgal)                       NAVD 88
 DI8231
 DI8231  VERT ORDER      -  SECOND    CLASS I
 DI8231
 DI8231.The horizontal coordinates were established by autonomous hand held GPS
 DI8231.observations and have an estimated accuracy of +/- 10 meters.
 DI8231.
 DI8231.The orthometric height was determined by differential leveling and
 DI8231.adjusted in January 2008.
 DI8231
 DI8231.The dynamic height is computed by dividing the NAVD 88
 DI8231.geopotential number by the normal gravity value computed on the
 DI8231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8231.degrees latitude (g = 980.6199 gals.).
 DI8231
 DI8231.The modeled gravity was interpolated from observed gravity values.
 DI8231
 DI8231;                    North         East    Units  Estimated Accuracy
 DI8231;SPC MN S     -   186,265.      950,337.      MT  (+/- 10 meters HH2 GPS)
 DI8231
 DI8231                          SUPERSEDED SURVEY CONTROL
 DI8231
 DI8231.No superseded survey control is available for this station.
 DI8231
 DI8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6979445684(NAD 83)
 DI8231
 DI8231_MARKER: DV = VERTICAL CONTROL DISK
 DI8231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI8231_STAMPING: 2311 N 1991
 DI8231_MARK LOGO: MNDT  
 DI8231_PROJECTION: FLUSH
 DI8231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8231+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8231_ROD/PIPE-DEPTH:  1.4 meters
 DI8231
 DI8231  HISTORY     - Date     Condition        Report By
 DI8231  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8231
 DI8231                          STATION DESCRIPTION
 DI8231
 DI8231'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8231'THE MARK IS 1.25 MI (2.01 KM) NORTH OF FOUNTAIN,
 DI8231' 
 DI8231'1.9 MI (3.1 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN THE
 DI8231'SOUTHEAST 1/4 OF SECTION 34, T104N, R11W,
 DI8231' 
 DI8231'330.0 FT (100.6 M) EAST CENTERLINE OF TH-52 AT MILEPOST 26.7, 31.5 FT
 DI8231'(9.6 M) NORTH AND 1.0 FT (0.3 M) LOWER THAN CENTER OF GRAVEL ROAD, 1.9
 DI8231'FT (0.6 M) WEST OF A POWER POLE, 2.9 FT (0.9 M) SOUTH OF A FENCE LINE,
 DI8231'2.7 FT (0.8 M) SOUTH OF STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 DI8231'NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8232 ***********************************************************************
 DI8232  DESIGNATION -  2311 P
 DI8232  PID         -  DI8232
 DI8232  STATE/COUNTY-  MN/FILLMORE
 DI8232  COUNTRY     -  US
 DI8232  USGS QUAD   -  FOUNTAIN (1965)
 DI8232
 DI8232                         *CURRENT SURVEY CONTROL
 DI8232  ______________________________________________________________________
 DI8232* NAD 83(1986) POSITION- 43 44 45.     (N) 092 08 00.     (W)   SCALED    
 DI8232* NAVD 88 ORTHO HEIGHT -   385.638  (meters)    1265.21  (feet) ADJUSTED  
 DI8232  ______________________________________________________________________
 DI8232  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 DI8232  DYNAMIC HEIGHT  -        385.554 (meters)     1264.94  (feet) COMP
 DI8232  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 DI8232
 DI8232  VERT ORDER      -  SECOND    CLASS I
 DI8232
 DI8232.The horizontal coordinates were scaled from a topographic map and have
 DI8232.an estimated accuracy of +/- 6 seconds.
 DI8232.
 DI8232.The orthometric height was determined by differential leveling and
 DI8232.adjusted in January 2008.
 DI8232
 DI8232.The dynamic height is computed by dividing the NAVD 88
 DI8232.geopotential number by the normal gravity value computed on the
 DI8232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8232.degrees latitude (g = 980.6199 gals.).
 DI8232
 DI8232.The modeled gravity was interpolated from observed gravity values.
 DI8232
 DI8232;                    North         East    Units  Estimated Accuracy
 DI8232;SPC MN S     -   184,590.      950,340.      MT  (+/- 180 meters Scaled)
 DI8232
 DI8232                          SUPERSEDED SURVEY CONTROL
 DI8232
 DI8232.No superseded survey control is available for this station.
 DI8232
 DI8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ697440(NAD 83)
 DI8232
 DI8232_MARKER: DV = VERTICAL CONTROL DISK
 DI8232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI8232+WITH SETTING: INFORMATION.
 DI8232_STAMPING: 2311 P 1991
 DI8232_MARK LOGO: MNDT  
 DI8232_PROJECTION: PROJECTING 8 CENTIMETERS
 DI8232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI8232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI8232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8232+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1991
 DI8232_ROD/PIPE-DEPTH:  0.9 meters
 DI8232
 DI8232  HISTORY     - Date     Condition        Report By
 DI8232  HISTORY     - 19910624 MONUMENTED       MNDT
 DI8232
 DI8232                          STATION DESCRIPTION
 DI8232
 DI8232'DESCRIBED BY MN DEPT OF TRANSP 1991
 DI8232'THE MARK IS 0.25 MI (0.40 KM) NORTH OF FOUNTAIN,
 DI8232' 
 DI8232'0.85 MI (1.37 KM) NORTH ALONG TH-52 FROM ITS JUNCTION WITH TH-80, IN
 DI8232'THE NORTHEAST 1/4 OF SECTION 10, T103N, R11W,
 DI8232' 
 DI8232'380.0 FT (115.8 M) EAST CENTERLINE OF TH-52 AT MILEPOST 25.7, 35.0 FT
 DI8232'(10.7 M) SOUTH AND 2.0 FT (0.6 M) LOWER THAN CENTERLINE OF COUNTY ROAD
 DI8232'11, 21.0 FT (6.4 M) WEST OF CENTER OF A FIELD ENTRANCE, 2.2 FT (0.7 M)
 DI8232'NORTH OF A FENCE LINE, 1.5 FT (0.5 M) NORTH OF STEEL WITNESS POST, 0.2
 DI8232'FT (6.1 CM) ABOVE THE GROUND. NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9468 ***********************************************************************
 AE9468  DESIGNATION -  2312 A
 AE9468  PID         -  AE9468
 AE9468  STATE/COUNTY-  MN/FILLMORE
 AE9468  COUNTRY     -  US
 AE9468  USGS QUAD   -  OSTRANDER (1965)
 AE9468
 AE9468                         *CURRENT SURVEY CONTROL
 AE9468  ______________________________________________________________________
 AE9468* NAD 83(1986) POSITION- 43 30 26.7    (N) 092 26 20.6    (W)   HD_HELD2  
 AE9468* NAVD 88 ORTHO HEIGHT -   385.052  (meters)    1263.29  (feet) ADJUSTED  
 AE9468  ______________________________________________________________________
 AE9468  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 AE9468  DYNAMIC HEIGHT  -        384.957 (meters)     1262.98  (feet) COMP
 AE9468  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 AE9468
 AE9468  VERT ORDER      -  SECOND    CLASS I
 AE9468
 AE9468.The horizontal coordinates were established by autonomous hand held GPS
 AE9468.observations and have an estimated accuracy of +/- 10 meters.
 AE9468.
 AE9468.The orthometric height was determined by differential leveling and
 AE9468.adjusted in November 1998.
 AE9468
 AE9468.Photographs are available for this station.
 AE9468
 AE9468.The dynamic height is computed by dividing the NAVD 88
 AE9468.geopotential number by the normal gravity value computed on the
 AE9468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9468.degrees latitude (g = 980.6199 gals.).
 AE9468
 AE9468.The modeled gravity was interpolated from observed gravity values.
 AE9468
 AE9468;                    North         East    Units  Estimated Accuracy
 AE9468;SPC MN S     -   157,587.      926,230.      MT  (+/- 10 meters HH2 GPS)
 AE9468
 AE9468                          SUPERSEDED SURVEY CONTROL
 AE9468
 AE9468.No superseded survey control is available for this station.
 AE9468
 AE9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4534317317(NAD 83)
 AE9468
 AE9468_MARKER: DV = VERTICAL CONTROL DISK
 AE9468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9468_STAMPING: 2312 A 1992
 AE9468_MARK LOGO: MNDT  
 AE9468_PROJECTION: FLUSH
 AE9468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9468+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9468_ROD/PIPE-DEPTH:  4.6 meters
 AE9468
 AE9468  HISTORY     - Date     Condition        Report By
 AE9468  HISTORY     - 1992     MONUMENTED       MNDT
 AE9468
 AE9468                          STATION DESCRIPTION
 AE9468
 AE9468'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9468'3-3/4 MI WEST OF CHESTER, IA, 3.6 MI (5.8 KM) WEST ALONG TH 56 FROM
 AE9468'THE JCT OF TH 63 AND TH 56, AT TH 56 MP 3.5, 74.5 FT (22.7 M) SOUTH OF
 AE9468'TH 56, 2.0 FT (0.6 M) NE OF THE EAST GATE POST, 1.8 FT (0.5 M) NORTH
 AE9468'OF A FENCE LINE, 10.5 FT (3.2 M) EAST OF A FIELD ENT, 1.6 FT (0.5 M)
 AE9468'NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9469 ***********************************************************************
 AE9469  DESIGNATION -  2312 B
 AE9469  PID         -  AE9469
 AE9469  STATE/COUNTY-  MN/FILLMORE
 AE9469  COUNTRY     -  US
 AE9469  USGS QUAD   -  OSTRANDER (1965)
 AE9469
 AE9469                         *CURRENT SURVEY CONTROL
 AE9469  ______________________________________________________________________
 AE9469* NAD 83(1986) POSITION- 43 30 27.0    (N) 092 25 21.1    (W)   HD_HELD2  
 AE9469* NAVD 88 ORTHO HEIGHT -   382.122  (meters)    1253.68  (feet) ADJUSTED  
 AE9469  ______________________________________________________________________
 AE9469  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 AE9469  DYNAMIC HEIGHT  -        382.027 (meters)     1253.37  (feet) COMP
 AE9469  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 AE9469
 AE9469  VERT ORDER      -  SECOND    CLASS I
 AE9469
 AE9469.The horizontal coordinates were established by autonomous hand held GPS
 AE9469.observations and have an estimated accuracy of +/- 10 meters.
 AE9469.
 AE9469.The orthometric height was determined by differential leveling and
 AE9469.adjusted in November 1998.
 AE9469
 AE9469.Photographs are available for this station.
 AE9469
 AE9469.The dynamic height is computed by dividing the NAVD 88
 AE9469.geopotential number by the normal gravity value computed on the
 AE9469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9469.degrees latitude (g = 980.6199 gals.).
 AE9469
 AE9469.The modeled gravity was interpolated from observed gravity values.
 AE9469
 AE9469;                    North         East    Units  Estimated Accuracy
 AE9469;SPC MN S     -   157,622.      927,566.      MT  (+/- 10 meters HH2 GPS)
 AE9469
 AE9469                          SUPERSEDED SURVEY CONTROL
 AE9469
 AE9469.No superseded survey control is available for this station.
 AE9469
 AE9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4667917336(NAD 83)
 AE9469
 AE9469_MARKER: DV = VERTICAL CONTROL DISK
 AE9469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9469_STAMPING: 2312 B 1992
 AE9469_MARK LOGO: MNDT  
 AE9469_PROJECTION: FLUSH
 AE9469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9469+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9469_ROD/PIPE-DEPTH:  4.3 meters
 AE9469
 AE9469  HISTORY     - Date     Condition        Report By
 AE9469  HISTORY     - 1992     MONUMENTED       MNDT
 AE9469
 AE9469                          STATION DESCRIPTION
 AE9469
 AE9469'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9469'3 MI (4.8 KM) WNW OF CHESTER, IA, 2.7 MI (4.3 KM) WEST ALONG TH 56
 AE9469'FROM THE JCT OF TH 63 AND TH 56, AT TH 56 MP 2.65, 75.5 FT (23.0 M)
 AE9469'SOUTH OF TH 56, 1.7 FT (0.5 M) NORTH OF THE WEST GATE POST, 13.5 FT
 AE9469'(4.1 M) WEST OF A FIELD ENT, 2.2 FT (0.7 M) NE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9470 ***********************************************************************
 AE9470  DESIGNATION -  2312 C
 AE9470  PID         -  AE9470
 AE9470  STATE/COUNTY-  MN/FILLMORE
 AE9470  COUNTRY     -  US
 AE9470  USGS QUAD   -  OSTRANDER (1965)
 AE9470
 AE9470                         *CURRENT SURVEY CONTROL
 AE9470  ______________________________________________________________________
 AE9470* NAD 83(1986) POSITION- 43 30 27.1    (N) 092 23 33.6    (W)   HD_HELD2  
 AE9470* NAVD 88 ORTHO HEIGHT -   375.800  (meters)    1232.94  (feet) ADJUSTED  
 AE9470  ______________________________________________________________________
 AE9470  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 AE9470  DYNAMIC HEIGHT  -        375.705 (meters)     1232.63  (feet) COMP
 AE9470  MODELED GRAVITY -    980,357.1   (mgal)                       NAVD 88
 AE9470
 AE9470  VERT ORDER      -  SECOND    CLASS I
 AE9470
 AE9470.The horizontal coordinates were established by autonomous hand held GPS
 AE9470.observations and have an estimated accuracy of +/- 10 meters.
 AE9470.
 AE9470.The orthometric height was determined by differential leveling and
 AE9470.adjusted in November 1998.
 AE9470
 AE9470.Photographs are available for this station.
 AE9470
 AE9470.The dynamic height is computed by dividing the NAVD 88
 AE9470.geopotential number by the normal gravity value computed on the
 AE9470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9470.degrees latitude (g = 980.6199 gals.).
 AE9470
 AE9470.The modeled gravity was interpolated from observed gravity values.
 AE9470
 AE9470;                    North         East    Units  Estimated Accuracy
 AE9470;SPC MN S     -   157,672.      929,981.      MT  (+/- 10 meters HH2 GPS)
 AE9470
 AE9470                          SUPERSEDED SURVEY CONTROL
 AE9470
 AE9470.No superseded survey control is available for this station.
 AE9470
 AE9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4909317356(NAD 83)
 AE9470
 AE9470_MARKER: DV = VERTICAL CONTROL DISK
 AE9470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9470_STAMPING: 2312 C 1992
 AE9470_MARK LOGO: MNDT  
 AE9470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9470+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9470
 AE9470  HISTORY     - Date     Condition        Report By
 AE9470  HISTORY     - 1992     MONUMENTED       MNDT
 AE9470
 AE9470                          STATION DESCRIPTION
 AE9470
 AE9470'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9470'1-1/2 MI WNW OF CHESTER, IA, 1.2 MI (1.9 KM) WEST ALONG TH 56 FROM THE
 AE9470'JCT OF TH 56 AND TH 63, AT TH 56 MP 1.2, 73.5 FT (22.4 M) SOUTH OF THE
 AE9470'CENTER OF TH 56, 2.1 FT (0.6 M) NE OF THE EAST GATE POST, 19.0 FT (5.8
 AE9470'M) EAST OF A FIELD ENT, 2.1 FT (0.6 M) NORTH OF A FENCE LINE, 1.2 FT
 AE9470'(0.4 M) NORTH OF A WIT POST. ROD IS 20 FT ENCASED IN PIPE RECESSED
 AE9470'BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8037 ***********************************************************************
 AE8037  DESIGNATION -  2313 AA
 AE8037  PID         -  AE8037
 AE8037  STATE/COUNTY-  MN/FILLMORE
 AE8037  COUNTRY     -  US
 AE8037  USGS QUAD   -  SPRING VALLEY (1965)
 AE8037
 AE8037                         *CURRENT SURVEY CONTROL
 AE8037  ______________________________________________________________________
 AE8037* NAD 83(1986) POSITION- 43 40 42.     (N) 092 23 27.     (W)   SCALED    
 AE8037* NAVD 88 ORTHO HEIGHT -   401.270  (meters)    1316.50  (feet) ADJUSTED  
 AE8037  ______________________________________________________________________
 AE8037  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 AE8037  DYNAMIC HEIGHT  -        401.177 (meters)     1316.19  (feet) COMP
 AE8037  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 AE8037
 AE8037  VERT ORDER      -  SECOND    CLASS I
 AE8037
 AE8037.The horizontal coordinates were scaled from a topographic map and have
 AE8037.an estimated accuracy of +/- 6 seconds.
 AE8037.
 AE8037.The orthometric height was determined by differential leveling and
 AE8037.adjusted in November 1998.
 AE8037
 AE8037.Photographs are available for this station.
 AE8037
 AE8037.The dynamic height is computed by dividing the NAVD 88
 AE8037.geopotential number by the normal gravity value computed on the
 AE8037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8037.degrees latitude (g = 980.6199 gals.).
 AE8037
 AE8037.The modeled gravity was interpolated from observed gravity values.
 AE8037
 AE8037;                    North         East    Units  Estimated Accuracy
 AE8037;SPC MN S     -   176,650.      929,760.      MT  (+/- 180 meters Scaled)
 AE8037
 AE8037                          SUPERSEDED SURVEY CONTROL
 AE8037
 AE8037.No superseded survey control is available for this station.
 AE8037
 AE8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ491363(NAD 83)
 AE8037
 AE8037_MARKER: DV = VERTICAL CONTROL DISK
 AE8037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8037_STAMPING: 2313 AA 1991
 AE8037_MARK LOGO: MNDT  
 AE8037_PROJECTION: RECESSED 3 CENTIMETERS
 AE8037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8037+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8037_ROD/PIPE-DEPTH: 6.10 meters
 AE8037
 AE8037  HISTORY     - Date     Condition        Report By
 AE8037  HISTORY     - 1991     MONUMENTED       MNDT
 AE8037
 AE8037                          STATION DESCRIPTION
 AE8037
 AE8037'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8037'THE MARK IS LOCATED ABOUT 0.8 MILE (1.3 KM) SOUTH OF THE TOWN OF
 AE8037'SPRING VALLEY, IN THE SW 1/4 OF SECTION 34, T103N, R13W, ON TH 63
 AE8037'RIGHT OF WAY, AT MILEPOINT 12.75, 0.85 MILE (1.37 KM) SOUTH ALONG TH
 AE8037'63 FROM ITS JCT WITH TH 16 IN SPRING VALLEY, 200.0 FT (61.0 M) EAST OF
 AE8037'AND 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF TH 63, 1.6 FT (0.5 M)
 AE8037'WSW OF THE SE CORNER OF THE JOHN DEERE DEALERSHIP BLDG, 1.3 FT (0.4 M)
 AE8037'SOUTH OF THE SOUTH WALL OF SAME BUILDING, 0.95 FT (28.96 CM) SSW OF A
 AE8037'STEEL WITNESS POST AND 0.1 FT (3.0 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8038 ***********************************************************************
 AE8038  DESIGNATION -  2313 AB
 AE8038  PID         -  AE8038
 AE8038  STATE/COUNTY-  MN/FILLMORE
 AE8038  COUNTRY     -  US
 AE8038  USGS QUAD   -  SPRING VALLEY (1965)
 AE8038
 AE8038                         *CURRENT SURVEY CONTROL
 AE8038  ______________________________________________________________________
 AE8038* NAD 83(1986) POSITION- 43 40 27.7    (N) 092 23 24.7    (W)   HD_HELD2  
 AE8038* NAVD 88 ORTHO HEIGHT -   405.746  (meters)    1331.19  (feet) ADJUSTED  
 AE8038  ______________________________________________________________________
 AE8038  GEOID HEIGHT    -        -30.04  (meters)                     GEOID09
 AE8038  DYNAMIC HEIGHT  -        405.651 (meters)     1330.87  (feet) COMP
 AE8038  MODELED GRAVITY -    980,375.2   (mgal)                       NAVD 88
 AE8038
 AE8038  VERT ORDER      -  SECOND    CLASS I
 AE8038
 AE8038.The horizontal coordinates were established by autonomous hand held GPS
 AE8038.observations and have an estimated accuracy of +/- 10 meters.
 AE8038.
 AE8038.The orthometric height was determined by differential leveling and
 AE8038.adjusted in November 1998.
 AE8038
 AE8038.Photographs are available for this station.
 AE8038
 AE8038.The dynamic height is computed by dividing the NAVD 88
 AE8038.geopotential number by the normal gravity value computed on the
 AE8038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8038.degrees latitude (g = 980.6199 gals.).
 AE8038
 AE8038.The modeled gravity was interpolated from observed gravity values.
 AE8038
 AE8038;                    North         East    Units  Estimated Accuracy
 AE8038;SPC MN S     -   176,209.      929,815.      MT  (+/- 10 meters HH2 GPS)
 AE8038
 AE8038                          SUPERSEDED SURVEY CONTROL
 AE8038
 AE8038.No superseded survey control is available for this station.
 AE8038
 AE8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4915735886(NAD 83)
 AE8038
 AE8038_MARKER: DV = VERTICAL CONTROL DISK
 AE8038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8038_STAMPING: 2313 AB 1991
 AE8038_MARK LOGO: MNDT  
 AE8038_PROJECTION: FLUSH
 AE8038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8038+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8038_ROD/PIPE-DEPTH:  6.1 meters
 AE8038
 AE8038  HISTORY     - Date     Condition        Report By
 AE8038  HISTORY     - 1991     MONUMENTED       MNDT
 AE8038
 AE8038                          STATION DESCRIPTION
 AE8038
 AE8038'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8038'THE MARK IS LOCATED 1.1 MILES (1.8 KM) SOUTH OF THE TOWN OF SPRING
 AE8038'VALLEY, IN THE SE 1/4 OF SECTION 33, T103N, R13W, ON TH 63 RIGHT OF
 AE8038'WAY, AT MILEPOINT 12.4, 1.1 MILE (1.8 KM) SOUTH ALONG TH 63 FROM ITS
 AE8038'JCT WITH TH 16 IN THE TOWN OF SPRING VALLEY, 295. FT (89.9 M) WEST OF
 AE8038'THE CENTERLINE OF TH 63, 37.0 FT (11.3 M) NORTH OF AND ABOUT LEVEL
 AE8038'WITH COUNTY RD 12, 2.2 FT (0.7 M) SOUTH OF A P-POLE WITH LIGHTS FOR
 AE8038'BALL FIELD AND WITH A GUY WIRE, 6.3 FT (1.9 M) NORTH OF A STEEL
 AE8038'WITNESS POST AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1599 ***********************************************************************
 OO1599  DESIGNATION -  2313 B
 OO1599  PID         -  OO1599
 OO1599  STATE/COUNTY-  MN/FILLMORE
 OO1599  COUNTRY     -  US
 OO1599  USGS QUAD   -  SPRING VALLEY (1965)
 OO1599
 OO1599                         *CURRENT SURVEY CONTROL
 OO1599  ______________________________________________________________________
 OO1599* NAD 83(1996) POSITION- 43 38 44.64094(N) 092 23 22.40774(W)   ADJUSTED  
 OO1599* NAD 83(1996) ELLIP HT-   380.609 (meters)        (03/16/99)   ADJUSTED
 OO1599* NAVD 88 ORTHO HEIGHT -   410.638  (meters)    1347.23  (feet) ADJUSTED  
 OO1599  ______________________________________________________________________
 OO1599  NAD 83(1996) X  -   -192,749.634 (meters)                     COMP
 OO1599  NAD 83(1996) Y  - -4,618,987.325 (meters)                     COMP
 OO1599  NAD 83(1996) Z  -  4,379,955.224 (meters)                     COMP
 OO1599  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC09
 OO1599  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 OO1599  DYNAMIC HEIGHT  -        410.539 (meters)     1346.91  (feet) COMP
 OO1599  MODELED GRAVITY -    980,367.0   (mgal)                       NAVD 88
 OO1599
 OO1599  HORZ ORDER      -  SECOND
 OO1599  VERT ORDER      -  SECOND    CLASS I
 OO1599  ELLP ORDER      -  FOURTH    CLASS I
 OO1599
 OO1599.The horizontal coordinates were established by GPS observations
 OO1599.and adjusted by the National Geodetic Survey in March 1999.
 OO1599
 OO1599.The orthometric height was determined by differential leveling and
 OO1599.adjusted in November 1998.
 OO1599
 OO1599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1599
 OO1599.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1599
 OO1599.The ellipsoidal height was determined by GPS observations
 OO1599.and is referenced to NAD 83.
 OO1599
 OO1599.The dynamic height is computed by dividing the NAVD 88
 OO1599.geopotential number by the normal gravity value computed on the
 OO1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1599.degrees latitude (g = 980.6199 gals.).
 OO1599
 OO1599.The modeled gravity was interpolated from observed gravity values.
 OO1599
 OO1599. The following values were computed from the NAD 83(1996) position.
 OO1599
 OO1599;                    North         East     Units Scale Factor Converg.
 OO1599;SPC MN S     -   173,030.114   929,929.368   MT  1.00003265   +1 07 43.7
 OO1599;SPC MN S     -   567,682.97  3,050,943.27   sFT  1.00003265   +1 07 43.7
 OO1599;UTM  15      - 4,832,707.494   549,231.984   MT  0.99962981   +0 25 16.8
 OO1599
 OO1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1599!SPC MN S     -   0.99994032  x   1.00003265  =   0.99997297
 OO1599!UTM  15      -   0.99994032  x   0.99962981  =   0.99957015
 OO1599
 OO1599                          SUPERSEDED SURVEY CONTROL
 OO1599
 OO1599  ELLIP H (11/21/91)  380.697  (m)                       GP(       ) 4 1
 OO1599  NAD 83(1986)-  43 38 44.63167(N)    092 23 22.40705(W) AD(       ) 2
 OO1599  NGVD 29 (02/12/91)  410.61   (m)         1347.1    (f) LEVELING    3  
 OO1599
 OO1599.Superseded values are not recommended for survey control.
 OO1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1599.See file dsdata.txt to determine how the superseded data were derived.
 OO1599
 OO1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4923132707(NAD 83)
 OO1599
 OO1599_MARKER: DB = BENCH MARK DISK
 OO1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1599_SP_SET: CONCRETE POST
 OO1599_STAMPING: 2313 B 1947
 OO1599_MARK LOGO: MNDT  
 OO1599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1599+STABILITY: SURFACE MOTION
 OO1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1599+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 OO1599
 OO1599  HISTORY     - Date     Condition        Report By
 OO1599  HISTORY     - 1947     MONUMENTED       MNDT
 OO1599  HISTORY     - 19900703 GOOD             NGS
 OO1599  HISTORY     - 19910730 GOOD             MNDT
 OO1599
 OO1599                          STATION DESCRIPTION
 OO1599
 OO1599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1599'STATION IS LOCATED ABOUT 41.9 KM (26.0 MI) SOUTH OF ROCHESTER, 5.24 KM
 OO1599'(3.26 MI) SOUTH OF SPRING VALLEY, AT A CROSSROAD OF U.S.HIGHWAY 63,
 OO1599'IN THE NORTHWEST QUADRANT OF THE INTERSECTION.  OWNERSHIP-STATE OF
 OO1599'MINNESOTA.
 OO1599'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 16 AND
 OO1599'U.S.HIGHWAY 63 IN SPRING VALLEY, GO SOUTH ALONG U.S.HIGHWAY 63 FOR
 OO1599'4.8 KM (3.0 MI) TO THE STATION ON THE RIGHT AT A CROSSROADS, IN THE
 OO1599'NORTHWEST QUADRANT OF THE INTERSECTION.
 OO1599'STATION MARK IS A MNDT BENCH MARK DISK STAMPED---NO 2313 B 1947 1929
 OO1599'ADJ---, SET IN THE TOP OF A 4-INCH ROUND CONCRETE POST FLUSH WITH THE
 OO1599'GROUND SURFACE.  IT IS 13.9 M (45.6 FT) WEST OF THE CENTERLINE OF THE
 OO1599'HIGHWAY, 23.2 M (76.1 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 OO1599'GRAVEL ROAD, 11.1 M (36.4 FT) NORTH OF A FENCE CORNER POST, 0.61 M
 OO1599'(2.00 FT) EAST OF A FENCE, AND 0.61 M (2.00 FT) BELOW THE LEVEL OF
 OO1599'THE HIGHWAY.
 OO1599'DESCRIBED BY G.F.S.
 OO1599
 OO1599                          STATION RECOVERY (1991)
 OO1599
 OO1599'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1599'THE MARK WAS RECOVERED IN GOOD CONDITION 3.1 MILES (5.0 KM) SOUTH OF
 OO1599'THE TOWN OF SPRING VALLEY, IN THE SE 1/4 OF SECTION 9, T102N, R13W, ON
 OO1599'TH 63 RIGHT OF WAY, 3.1 MILES (5.0 KM) SOUTH ALONG TH 63 FROM THE JCT
 OO1599'OF TH 16 IN THE TOWN OF SPRING VALLEY, AT MILEPOINT 10.45, 45.0 FT
 OO1599'(13.7 M) WEST OF AND 3.0 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH
 OO1599'63, 76.0 FT (23.2 M) NORTH OF THE CENTER OF A GRAVEL TOWNSHIP ROAD,
 OO1599'40.7 FT (12.4 M) NNE OF A P-POLE, 2.1 FT (0.6 M) EAST OF A FENCE LINE,
 OO1599'1.6 FT (0.5 M) EAST OF A STEEL WITNESS POST AND 0.2 FT (6.1 CM) ABOVE
 OO1599'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8048 ***********************************************************************
 AE8048  DESIGNATION -  2313 E
 AE8048  PID         -  AE8048
 AE8048  STATE/COUNTY-  MN/FILLMORE
 AE8048  COUNTRY     -  US
 AE8048  USGS QUAD   -  OSTRANDER (1965)
 AE8048
 AE8048                         *CURRENT SURVEY CONTROL
 AE8048  ______________________________________________________________________
 AE8048* NAD 83(1986) POSITION- 43 34 37.     (N) 092 23 21.     (W)   SCALED    
 AE8048* NAVD 88 ORTHO HEIGHT -   415.669  (meters)    1363.74  (feet) ADJUSTED  
 AE8048  ______________________________________________________________________
 AE8048  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 AE8048  DYNAMIC HEIGHT  -        415.564 (meters)     1363.40  (feet) COMP
 AE8048  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 AE8048
 AE8048  VERT ORDER      -  SECOND    CLASS I
 AE8048
 AE8048.The horizontal coordinates were scaled from a topographic map and have
 AE8048.an estimated accuracy of +/- 6 seconds.
 AE8048.
 AE8048.The orthometric height was determined by differential leveling and
 AE8048.adjusted in November 1998.
 AE8048
 AE8048.The dynamic height is computed by dividing the NAVD 88
 AE8048.geopotential number by the normal gravity value computed on the
 AE8048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8048.degrees latitude (g = 980.6199 gals.).
 AE8048
 AE8048.The modeled gravity was interpolated from observed gravity values.
 AE8048
 AE8048;                    North         East    Units  Estimated Accuracy
 AE8048;SPC MN S     -   165,390.      930,110.      MT  (+/- 180 meters Scaled)
 AE8048
 AE8048                          SUPERSEDED SURVEY CONTROL
 AE8048
 AE8048.No superseded survey control is available for this station.
 AE8048
 AE8048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ493250(NAD 83)
 AE8048
 AE8048_MARKER: DB = BENCH MARK DISK
 AE8048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8048_STAMPING: 2313 E 1947
 AE8048_MARK LOGO: MNDT  
 AE8048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8048+STABILITY: SURFACE MOTION
 AE8048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8048+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8048
 AE8048  HISTORY     - Date     Condition        Report By
 AE8048  HISTORY     - 1947     MONUMENTED       MNDT
 AE8048  HISTORY     - 19910730 GOOD             MNDT
 AE8048
 AE8048                          STATION DESCRIPTION
 AE8048
 AE8048'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8048'THE MARK WAS RECOVERED IN GOOD CONDITION 7.9 MILES (12.7 KM) SOUTH OF
 AE8048'THE TOWN OF SPRING VALLEY IN THE SW 1/4 OF SECTION 3, T101N, R13W, 5.7
 AE8048'MILES (9.2 KM) NORTH ALONG TH 63 FROM THE MINNESOTA-IOWA BORDER ROAD,
 AE8048'AT MILEPOINT 5.65.  THE MARK, A MNDT BENCH MARK DISK SET IN THE TOP OF
 AE8048'A 6 FT (1.8 M) PRE-CAST CONCRETE MONUMENT, IS 45.5 FT (13.9 M) EAST OF
 AE8048'AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE CENTERLINE OF TH 63, 25.5 FT
 AE8048'(7.8 M) SSW OF A POWER POLE, 1.1 FT (0.3 M) WEST OF FENCE LINE,(IN A
 AE8048'GROUP OF EVERGREENS), 1.0 FT (0.3 M) WSW OF A STEEL WITNESS POST AND
 AE8048'0.1 FT (3.0 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8047 ***********************************************************************
 AE8047  DESIGNATION -  2313 EE
 AE8047  PID         -  AE8047
 AE8047  STATE/COUNTY-  MN/FILLMORE
 AE8047  COUNTRY     -  US
 AE8047  USGS QUAD   -  OSTRANDER (1965)
 AE8047
 AE8047                         *CURRENT SURVEY CONTROL
 AE8047  ______________________________________________________________________
 AE8047* NAD 83(1986) POSITION- 43 35 39.     (N) 092 23 17.     (W)   SCALED    
 AE8047* NAVD 88 ORTHO HEIGHT -   410.161  (meters)    1345.67  (feet) ADJUSTED  
 AE8047  ______________________________________________________________________
 AE8047  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 AE8047  DYNAMIC HEIGHT  -        410.058 (meters)     1345.33  (feet) COMP
 AE8047  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 AE8047
 AE8047  VERT ORDER      -  SECOND    CLASS I
 AE8047
 AE8047.The horizontal coordinates were scaled from a topographic map and have
 AE8047.an estimated accuracy of +/- 6 seconds.
 AE8047.
 AE8047.The orthometric height was determined by differential leveling and
 AE8047.adjusted in November 1998.
 AE8047
 AE8047.The dynamic height is computed by dividing the NAVD 88
 AE8047.geopotential number by the normal gravity value computed on the
 AE8047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8047.degrees latitude (g = 980.6199 gals.).
 AE8047
 AE8047.The modeled gravity was interpolated from observed gravity values.
 AE8047
 AE8047;                    North         East    Units  Estimated Accuracy
 AE8047;SPC MN S     -   167,300.      930,160.      MT  (+/- 180 meters Scaled)
 AE8047
 AE8047                          SUPERSEDED SURVEY CONTROL
 AE8047
 AE8047.No superseded survey control is available for this station.
 AE8047
 AE8047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ493269(NAD 83)
 AE8047
 AE8047_MARKER: DV = VERTICAL CONTROL DISK
 AE8047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8047_STAMPING: 2313 EE 1991
 AE8047_MARK LOGO: MNDT  
 AE8047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8047+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8047
 AE8047  HISTORY     - Date     Condition        Report By
 AE8047  HISTORY     - 1991     MONUMENTED       MNDT
 AE8047
 AE8047                          STATION DESCRIPTION
 AE8047
 AE8047'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8047'THE MARK IS LOCATED 7.15 MILES (11.51 KM) SOUTH OF THE TOWN OF SPRING
 AE8047'VALLEY, IN THE SW 1/4 OF SECTION 34, T102N, R13W, ON TRUNK HIGHWAY 63
 AE8047'RIGHT OF WAY, AT MILE POINT 6.4, 6.45 MILES (10.38 KM) NORTH ALONG TH
 AE8047'63 FROM THE MINNESOTA-IOWA BORDER ROAD.  THE MARK, A MNDT VERTICAL
 AE8047'CONTROL MARK DISK SET ON A DRIVEN 3/4 INCH DIAMETER BY 15.0 FT (4.6 M)
 AE8047'LONG ALUMINUM ROD, IS 48.0 FT (14.6 M) EAST OF AND ABOUT 0.5 FT (15.2
 AE8047'CM) LOWER THAN CENTERLINE OF TH 63, 24.0 FT (7.3 M) NORTH OF CENTER OF
 AE8047'A GRAVEL ROAD, 9.0 FT (2.7 M) WEST OF A FIELD ENT, 8.0 SSW OF A POWER
 AE8047'POLE, 2.0 FT (0.6 M) NORTH OF A STEEL WITNESS POST AND FLUSH WITH THE
 AE8047'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8051 ***********************************************************************
 AE8051  DESIGNATION -  2313 F
 AE8051  PID         -  AE8051
 AE8051  STATE/COUNTY-  MN/FILLMORE
 AE8051  COUNTRY     -  US
 AE8051  USGS QUAD   -  OSTRANDER (1965)
 AE8051
 AE8051                         *CURRENT SURVEY CONTROL
 AE8051  ______________________________________________________________________
 AE8051* NAD 83(1986) POSITION- 43 33 01.     (N) 092 22 42.     (W)   SCALED    
 AE8051* NAVD 88 ORTHO HEIGHT -   405.087  (meters)    1329.02  (feet) ADJUSTED  
 AE8051  ______________________________________________________________________
 AE8051  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 AE8051  DYNAMIC HEIGHT  -        404.984 (meters)     1328.69  (feet) COMP
 AE8051  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 AE8051
 AE8051  VERT ORDER      -  SECOND    CLASS I
 AE8051
 AE8051.The horizontal coordinates were scaled from a topographic map and have
 AE8051.an estimated accuracy of +/- 6 seconds.
 AE8051.
 AE8051.The orthometric height was determined by differential leveling and
 AE8051.adjusted in November 1998.
 AE8051
 AE8051.The dynamic height is computed by dividing the NAVD 88
 AE8051.geopotential number by the normal gravity value computed on the
 AE8051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8051.degrees latitude (g = 980.6199 gals.).
 AE8051
 AE8051.The modeled gravity was interpolated from observed gravity values.
 AE8051
 AE8051;                    North         East    Units  Estimated Accuracy
 AE8051;SPC MN S     -   162,440.      931,050.      MT  (+/- 180 meters Scaled)
 AE8051
 AE8051                          SUPERSEDED SURVEY CONTROL
 AE8051
 AE8051.No superseded survey control is available for this station.
 AE8051
 AE8051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ502221(NAD 83)
 AE8051
 AE8051_MARKER: DB = BENCH MARK DISK
 AE8051_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8051_STAMPING: 2313 F 1947
 AE8051_MARK LOGO: MNDT  
 AE8051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8051+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1991
 AE8051
 AE8051  HISTORY     - Date     Condition        Report By
 AE8051  HISTORY     - 1947     MONUMENTED       MNDT
 AE8051  HISTORY     - 19910729 GOOD             MNDT
 AE8051
 AE8051                          STATION DESCRIPTION
 AE8051
 AE8051'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8051'THE MARK IS LOCATED 10.9 MILES (17.5 KM) SOUTH OF SPRING VALLEY, IN
 AE8051'THE SE 1/4 OF SECTION 15, T101N, R13W, 3.7 MILES (6.0 KM) NORTH ALONG
 AE8051'TH 63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63 RIGHT OF WAY, AT
 AE8051'MILEPOINT 3.7. THE MARK IS 43.0 FT (13.1 M) SOUTHWEST OF AND ABOUT 0.5
 AE8051'FT (15.2 CM) LOWER THAN THE CENTERLINE OF TH 63, 10.5 FT (3.2 M)
 AE8051'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 1.6 FT (0.5 M) NNW OF A
 AE8051'STEEL WITNESS POST AND 0.2 FT (6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8056 ***********************************************************************
 AE8056  DESIGNATION -  2313 G
 AE8056  PID         -  AE8056
 AE8056  STATE/COUNTY-  MN/FILLMORE
 AE8056  COUNTRY     -  US
 AE8056  USGS QUAD   -  CHERRY GROVE (1965)
 AE8056
 AE8056                         *CURRENT SURVEY CONTROL
 AE8056  ______________________________________________________________________
 AE8056* NAD 83(1986) POSITION- 43 30 29.     (N) 092 22 09.     (W)   SCALED    
 AE8056* NAVD 88 ORTHO HEIGHT -   383.839  (meters)    1259.31  (feet) ADJUSTED  
 AE8056  ______________________________________________________________________
 AE8056  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 AE8056  DYNAMIC HEIGHT  -        383.742 (meters)     1258.99  (feet) COMP
 AE8056  MODELED GRAVITY -    980,355.8   (mgal)                       NAVD 88
 AE8056
 AE8056  VERT ORDER      -  SECOND    CLASS I
 AE8056
 AE8056.The horizontal coordinates were scaled from a topographic map and have
 AE8056.an estimated accuracy of +/- 6 seconds.
 AE8056.
 AE8056.The orthometric height was determined by differential leveling and
 AE8056.adjusted in November 1998.
 AE8056
 AE8056.The dynamic height is computed by dividing the NAVD 88
 AE8056.geopotential number by the normal gravity value computed on the
 AE8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8056.degrees latitude (g = 980.6199 gals.).
 AE8056
 AE8056.The modeled gravity was interpolated from observed gravity values.
 AE8056
 AE8056;                    North         East    Units  Estimated Accuracy
 AE8056;SPC MN S     -   157,770.      931,880.      MT  (+/- 180 meters Scaled)
 AE8056
 AE8056                          SUPERSEDED SURVEY CONTROL
 AE8056
 AE8056.No superseded survey control is available for this station.
 AE8056
 AE8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ509174(NAD 83)
 AE8056
 AE8056_MARKER: DB = BENCH MARK DISK
 AE8056_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8056_STAMPING: 2313 G 1947
 AE8056_MARK LOGO: MNDT  
 AE8056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8056+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 AE8056
 AE8056  HISTORY     - Date     Condition        Report By
 AE8056  HISTORY     - 1947     MONUMENTED       MNDT
 AE8056  HISTORY     - 19910729 GOOD             MNDT
 AE8056  HISTORY     - 19920707 GOOD             MNDT
 AE8056
 AE8056                          STATION DESCRIPTION
 AE8056
 AE8056'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8056'THE MARK IS LOCATED 0.5 MILES (0.8 KM) NORTH OF CHESTER (IOWA), IN THE
 AE8056'NE 1/4 OF SECTION 34, T101N, R13W, 0.4 MILES (0.6 KM) NORTH ALONG TH
 AE8056'63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63 RIGHT OF WAY, AT
 AE8056'MILEPOINT 0.5. THE MARK IS 60.5FT WEST OF AND ABOUT LEVEL WITH THE
 AE8056'CENTERLINE OF TH 63, 146.0 FT (44.5 M) NORTH OF THE CENTERLINE OF TH
 AE8056'56, 18.0 FT (5.5 M) WSW OF A TELEPHONE PEDESTAL, 1.3 FT (0.4 M) EAST
 AE8056'OF A STEEL WITNESS POST AND ABOUT 0.1 FT (3.0 CM) ABOVE GROUND.
 AE8056
 AE8056                          STATION RECOVERY (1992)
 AE8056
 AE8056'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE8056'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8034 ***********************************************************************
 AE8034  DESIGNATION -  2313 H
 AE8034  PID         -  AE8034
 AE8034  STATE/COUNTY-  MN/FILLMORE
 AE8034  COUNTRY     -  US
 AE8034  USGS QUAD   -  SPRING VALLEY (1965)
 AE8034
 AE8034                         *CURRENT SURVEY CONTROL
 AE8034  ______________________________________________________________________
 AE8034* NAD 83(1986) POSITION- 43 41 17.     (N) 092 23 25.     (W)   SCALED    
 AE8034* NAVD 88 ORTHO HEIGHT -   387.617  (meters)    1271.71  (feet) ADJUSTED  
 AE8034  ______________________________________________________________________
 AE8034  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 AE8034  DYNAMIC HEIGHT  -        387.528 (meters)     1271.41  (feet) COMP
 AE8034  MODELED GRAVITY -    980,379.3   (mgal)                       NAVD 88
 AE8034
 AE8034  VERT ORDER      -  SECOND    CLASS I
 AE8034
 AE8034.The horizontal coordinates were scaled from a topographic map and have
 AE8034.an estimated accuracy of +/- 6 seconds.
 AE8034.
 AE8034.The orthometric height was determined by differential leveling and
 AE8034.adjusted in November 1998.
 AE8034
 AE8034.The dynamic height is computed by dividing the NAVD 88
 AE8034.geopotential number by the normal gravity value computed on the
 AE8034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8034.degrees latitude (g = 980.6199 gals.).
 AE8034
 AE8034.The modeled gravity was interpolated from observed gravity values.
 AE8034
 AE8034;                    North         East    Units  Estimated Accuracy
 AE8034;SPC MN S     -   177,730.      929,780.      MT  (+/- 180 meters Scaled)
 AE8034
 AE8034                          SUPERSEDED SURVEY CONTROL
 AE8034
 AE8034.No superseded survey control is available for this station.
 AE8034
 AE8034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ491374(NAD 83)
 AE8034
 AE8034_MARKER: DV = VERTICAL CONTROL DISK
 AE8034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8034_SP_SET: BOX CULVERT
 AE8034_STAMPING: 2313 H 1981
 AE8034_MARK LOGO: MNDT  
 AE8034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8034+STABILITY: SURFACE MOTION
 AE8034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8034+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8034
 AE8034  HISTORY     - Date     Condition        Report By
 AE8034  HISTORY     - 1981     MONUMENTED       MNDT
 AE8034  HISTORY     - 19910923 GOOD             MNDT
 AE8034
 AE8034                          STATION DESCRIPTION
 AE8034
 AE8034'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8034'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE TOWN OF SPRING VALLEY,
 AE8034'IN THE NE 1/4 OF SECTION 33, T103N, R13W, IN THE NORTHWEST CORNER OF A
 AE8034'BOX CULVERT (TH 63 OVER THE MIDDLE BRANCH OF THE ROOT RIVER), IN THE
 AE8034'SIDEWALK, AT TH 63 MILEPOINT 13.4, 25.0 FT (7.6 M) WEST OF THE
 AE8034'CENTERLINE OF TH 63, 2.7 FT (0.8 M) SOUTH OF THE NORTHWEST CORNER OF A
 AE8034'BOX CULVERT, 0.2 FT (6.1 CM) EAST OF THE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8033 ***********************************************************************
 AE8033  DESIGNATION -  2313 J
 AE8033  PID         -  AE8033
 AE8033  STATE/COUNTY-  MN/FILLMORE
 AE8033  COUNTRY     -  US
 AE8033  USGS QUAD   -  SPRING VALLEY (1965)
 AE8033
 AE8033                         *CURRENT SURVEY CONTROL
 AE8033  ______________________________________________________________________
 AE8033* NAD 83(1986) POSITION- 43 41 12.5    (N) 092 23 24.2    (W)   HD_HELD2  
 AE8033* NAVD 88 ORTHO HEIGHT -   388.017  (meters)    1273.02  (feet) ADJUSTED  
 AE8033  ______________________________________________________________________
 AE8033  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 AE8033  DYNAMIC HEIGHT  -        387.928 (meters)     1272.73  (feet) COMP
 AE8033  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 AE8033
 AE8033  VERT ORDER      -  SECOND    CLASS I
 AE8033
 AE8033.The horizontal coordinates were established by autonomous hand held GPS
 AE8033.observations and have an estimated accuracy of +/- 10 meters.
 AE8033.
 AE8033.The orthometric height was determined by differential leveling and
 AE8033.adjusted in November 1998.
 AE8033
 AE8033.Photographs are available for this station.
 AE8033
 AE8033.The dynamic height is computed by dividing the NAVD 88
 AE8033.geopotential number by the normal gravity value computed on the
 AE8033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8033.degrees latitude (g = 980.6199 gals.).
 AE8033
 AE8033.The modeled gravity was interpolated from observed gravity values.
 AE8033
 AE8033;                    North         East    Units  Estimated Accuracy
 AE8033;SPC MN S     -   177,592.      929,799.      MT  (+/- 10 meters HH2 GPS)
 AE8033
 AE8033                          SUPERSEDED SURVEY CONTROL
 AE8033
 AE8033.No superseded survey control is available for this station.
 AE8033
 AE8033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4915837268(NAD 83)
 AE8033
 AE8033_MARKER: DB = BENCH MARK DISK
 AE8033_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8033_SP_SET: BRIDGE ABUTMENT
 AE8033_STAMPING: 2313 J 1981
 AE8033_MARK LOGO: MNDT  
 AE8033_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8033+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8033
 AE8033  HISTORY     - Date     Condition        Report By
 AE8033  HISTORY     - 1981     MONUMENTED       MNDT
 AE8033  HISTORY     - 19910923 GOOD             MNDT
 AE8033
 AE8033                          STATION DESCRIPTION
 AE8033
 AE8033'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8033'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE TOWN OF SPRING VALLEY,
 AE8033'IN THE NE 1/4 OF SECTION 33, T103N, R13W, IN THE SOUTHEAST CORNER OF
 AE8033'BRIDGE 23502 (TH 63 OVER THE MIDDLE BRANCH OF THE ROOT RIVER), 43.0 FT
 AE8033'(13.1 M) SOUTH OF THE CENTERLINE OF WEST MAIN STREET, 240.0 FT (73.2
 AE8033'M) WEST OF THE CENTERLINE OF TH 63, 240 FT (73.2 M) EAST OF THE CENTER
 AE8033'OF BROADWAY STREET, 1.3 FT (0.4 M) SOUTH OF THE SOUTHEAST CORNER OF
 AE8033'THE BRIDGE, 1.3 FT (0.4 M) SOUTH OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8035 ***********************************************************************
 AE8035  DESIGNATION -  2313 J 1
 AE8035  PID         -  AE8035
 AE8035  STATE/COUNTY-  MN/FILLMORE
 AE8035  COUNTRY     -  US
 AE8035  USGS QUAD   -  SPRING VALLEY (1965)
 AE8035
 AE8035                         *CURRENT SURVEY CONTROL
 AE8035  ______________________________________________________________________
 AE8035* NAD 83(1986) POSITION- 43 41 10.0    (N) 092 23 26.9    (W)   HD_HELD2  
 AE8035* NAVD 88 ORTHO HEIGHT -   388.447  (meters)    1274.43  (feet) ADJUSTED  
 AE8035  ______________________________________________________________________
 AE8035  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 AE8035  DYNAMIC HEIGHT  -        388.358 (meters)     1274.14  (feet) COMP
 AE8035  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 AE8035
 AE8035  VERT ORDER      -  SECOND    CLASS I
 AE8035
 AE8035.The horizontal coordinates were established by autonomous hand held GPS
 AE8035.observations and have an estimated accuracy of +/- 10 meters.
 AE8035.
 AE8035.The orthometric height was determined by differential leveling and
 AE8035.adjusted in November 1998.
 AE8035
 AE8035.Photographs are available for this station.
 AE8035
 AE8035.The dynamic height is computed by dividing the NAVD 88
 AE8035.geopotential number by the normal gravity value computed on the
 AE8035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8035.degrees latitude (g = 980.6199 gals.).
 AE8035
 AE8035.The modeled gravity was interpolated from observed gravity values.
 AE8035
 AE8035;                    North         East    Units  Estimated Accuracy
 AE8035;SPC MN S     -   177,514.      929,740.      MT  (+/- 10 meters HH2 GPS)
 AE8035
 AE8035                          SUPERSEDED SURVEY CONTROL
 AE8035
 AE8035.No superseded survey control is available for this station.
 AE8035
 AE8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4909837191(NAD 83)
 AE8035
 AE8035_MARKER: DV = VERTICAL CONTROL DISK
 AE8035_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8035_SP_SET: BOX CULVERT
 AE8035_STAMPING: 2313 J 1 1981
 AE8035_MARK LOGO: MNDT  
 AE8035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8035+STABILITY: SURFACE MOTION
 AE8035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8035+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8035
 AE8035  HISTORY     - Date     Condition        Report By
 AE8035  HISTORY     - 1981     MONUMENTED       MNDT
 AE8035  HISTORY     - 19910923 GOOD             MNDT
 AE8035
 AE8035                          STATION DESCRIPTION
 AE8035
 AE8035'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8035'THE MARK WAS RECOVERED IN GOOD CONDTION. IN THE TOWN OF SPRING VALLEY,
 AE8035'IN THE NE 1/4 OF SECTION 33, T103N, R13W, IN THE SOUTHEAST CORNER OF A
 AE8035'BOX CULVERT (BROADWAY AVE OVER THE MIDDLE BRANCH OF THE ROOT RIVER),
 AE8035'33.0 FT (10.1 M) EAST OF AND ABOUT LEVEL WITH THE CENTER OF BROADWAY
 AE8035'AVE, 52.0 FT (15.8 M) NORTH OF THE CENTER OF EAST PARK STREET, 1.2 FT
 AE8035'(0.4 M) NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8036 ***********************************************************************
 AE8036  DESIGNATION -  2313 K
 AE8036  PID         -  AE8036
 AE8036  STATE/COUNTY-  MN/FILLMORE
 AE8036  COUNTRY     -  US
 AE8036  USGS QUAD   -  SPRING VALLEY (1965)
 AE8036
 AE8036                         *CURRENT SURVEY CONTROL
 AE8036  ______________________________________________________________________
 AE8036* NAD 83(1986) POSITION- 43 41 07.3    (N) 092 23 23.4    (W)   HD_HELD2  
 AE8036* NAVD 88 ORTHO HEIGHT -   395.472  (meters)    1297.48  (feet) ADJUSTED  
 AE8036  ______________________________________________________________________
 AE8036  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 AE8036  DYNAMIC HEIGHT  -        395.382 (meters)     1297.18  (feet) COMP
 AE8036  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 AE8036
 AE8036  VERT ORDER      -  SECOND    CLASS I
 AE8036
 AE8036.The horizontal coordinates were established by autonomous hand held GPS
 AE8036.observations and have an estimated accuracy of +/- 10 meters.
 AE8036.
 AE8036.The orthometric height was determined by differential leveling and
 AE8036.adjusted in November 1998.
 AE8036
 AE8036.Photographs are available for this station.
 AE8036
 AE8036.The dynamic height is computed by dividing the NAVD 88
 AE8036.geopotential number by the normal gravity value computed on the
 AE8036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8036.degrees latitude (g = 980.6199 gals.).
 AE8036
 AE8036.The modeled gravity was interpolated from observed gravity values.
 AE8036
 AE8036;                    North         East    Units  Estimated Accuracy
 AE8036;SPC MN S     -   177,432.      929,820.      MT  (+/- 10 meters HH2 GPS)
 AE8036
 AE8036                          SUPERSEDED SURVEY CONTROL
 AE8036
 AE8036.No superseded survey control is available for this station.
 AE8036
 AE8036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4917737108(NAD 83)
 AE8036
 AE8036_MARKER: DV = VERTICAL CONTROL DISK
 AE8036_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8036_SP_SET: WATER TANK FOOTING
 AE8036_STAMPING: 2313 K 1981
 AE8036_MARK LOGO: MNDT  
 AE8036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8036+STABILITY: SURFACE MOTION
 AE8036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8036+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8036
 AE8036  HISTORY     - Date     Condition        Report By
 AE8036  HISTORY     - 1981     MONUMENTED       MNDT
 AE8036  HISTORY     - 19910923 GOOD             MNDT
 AE8036
 AE8036                          STATION DESCRIPTION
 AE8036
 AE8036'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8036'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE TOWN OF SPRING VALLEY,
 AE8036'AT THE CITY WATER TANK, IN THE NE 1/4 OF SECTION 33, T103N, R13W, IN
 AE8036'THE SOUTHEAST CORNER OF THE FOOTING FOR THE SOUTHEAST LEG OF THE WATER
 AE8036'TANK, ABOUT 0.5 FT (15.2 CM) ABOVE GROUND, 10.1 FT (3.1 M) NORTHWEST
 AE8036'OF THE NORTHEAST CORNER OF A BUILDING, 19.5 FT (5.9 M) WEST OF THE
 AE8036'CENTER OF AN ALLEY, 103.5 FT (31.5 M) NORTH OF THE CENTER OF EAST
 AE8036'CHURCH STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8039 ***********************************************************************
 AE8039  DESIGNATION -  2313 LL
 AE8039  PID         -  AE8039
 AE8039  STATE/COUNTY-  MN/FILLMORE
 AE8039  COUNTRY     -  US
 AE8039  USGS QUAD   -  SPRING VALLEY (1965)
 AE8039
 AE8039                         *CURRENT SURVEY CONTROL
 AE8039  ______________________________________________________________________
 AE8039* NAD 83(1986) POSITION- 43 39 48.1    (N) 092 23 24.7    (W)   HD_HELD2  
 AE8039* NAVD 88 ORTHO HEIGHT -   409.127  (meters)    1342.28  (feet) ADJUSTED  
 AE8039  ______________________________________________________________________
 AE8039  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 AE8039  DYNAMIC HEIGHT  -        409.030 (meters)     1341.96  (feet) COMP
 AE8039  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 AE8039
 AE8039  VERT ORDER      -  SECOND    CLASS I
 AE8039
 AE8039.The horizontal coordinates were established by autonomous hand held GPS
 AE8039.observations and have an estimated accuracy of +/- 10 meters.
 AE8039.
 AE8039.The orthometric height was determined by differential leveling and
 AE8039.adjusted in November 1998.
 AE8039
 AE8039.Photographs are available for this station.
 AE8039
 AE8039.The dynamic height is computed by dividing the NAVD 88
 AE8039.geopotential number by the normal gravity value computed on the
 AE8039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8039.degrees latitude (g = 980.6199 gals.).
 AE8039
 AE8039.The modeled gravity was interpolated from observed gravity values.
 AE8039
 AE8039;                    North         East    Units  Estimated Accuracy
 AE8039;SPC MN S     -   174,987.      929,839.      MT  (+/- 10 meters HH2 GPS)
 AE8039
 AE8039                          SUPERSEDED SURVEY CONTROL
 AE8039
 AE8039.No superseded survey control is available for this station.
 AE8039
 AE8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4916634664(NAD 83)
 AE8039
 AE8039_MARKER: DV = VERTICAL CONTROL DISK
 AE8039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8039_STAMPING: 2313 LL 1991
 AE8039_MARK LOGO: MNDT  
 AE8039_PROJECTION: RECESSED 9 CENTIMETERS
 AE8039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8039+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8039_ROD/PIPE-DEPTH: 2.74 meters
 AE8039
 AE8039  HISTORY     - Date     Condition        Report By
 AE8039  HISTORY     - 1991     MONUMENTED       MNDT
 AE8039
 AE8039                          STATION DESCRIPTION
 AE8039
 AE8039'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8039'THE MARK IS LOCATED 1.8 MILES (2.9 KM) SOUTH OF THE TOWN OF SPRING
 AE8039'VALLEY, IN THE SE 1/4 OF SECTION 4, T102N, R13W, ON PRIVATE PROPERTY,
 AE8039'AT MILEPOINT 11.75, 1.8 MILE (2.9 KM) SOUTH ALONG TH 63 FROM ITS JCT
 AE8039'WITH TH 16 IN THE TOWN OF SPRING VALLEY, 192.5 FT (58.7 M) WEST OF AND
 AE8039'ABOUT LEVEL WITH TH 63, 88.5 FT (27.0 M) NORTH OF THE NE CORNER OF A
 AE8039'BARN, 2.0 FT (0.6 M) NORTH OF A P-POLE WITH YARD LIGHT AND GUY WIRE,
 AE8039'2.2 FT (0.7 M) SSW OF A STEEL WITNESS POST AND 0.3 FT (9.1 CM) BELOW
 AE8039'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8040 ***********************************************************************
 AE8040  DESIGNATION -  2313 M
 AE8040  PID         -  AE8040
 AE8040  STATE/COUNTY-  MN/FILLMORE
 AE8040  COUNTRY     -  US
 AE8040  USGS QUAD   -  SPRING VALLEY (1965)
 AE8040
 AE8040                         *CURRENT SURVEY CONTROL
 AE8040  ______________________________________________________________________
 AE8040* NAD 83(1986) POSITION- 43 38 21.     (N) 092 23 23.     (W)   SCALED    
 AE8040* NAVD 88 ORTHO HEIGHT -   408.197  (meters)    1339.23  (feet) ADJUSTED  
 AE8040  ______________________________________________________________________
 AE8040  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 AE8040  DYNAMIC HEIGHT  -        408.098 (meters)     1338.90  (feet) COMP
 AE8040  MODELED GRAVITY -    980,365.4   (mgal)                       NAVD 88
 AE8040
 AE8040  VERT ORDER      -  SECOND    CLASS I
 AE8040
 AE8040.The horizontal coordinates were scaled from a topographic map and have
 AE8040.an estimated accuracy of +/- 6 seconds.
 AE8040.
 AE8040.The orthometric height was determined by differential leveling and
 AE8040.adjusted in November 1998.
 AE8040
 AE8040.The dynamic height is computed by dividing the NAVD 88
 AE8040.geopotential number by the normal gravity value computed on the
 AE8040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8040.degrees latitude (g = 980.6199 gals.).
 AE8040
 AE8040.The modeled gravity was interpolated from observed gravity values.
 AE8040
 AE8040;                    North         East    Units  Estimated Accuracy
 AE8040;SPC MN S     -   172,300.      929,930.      MT  (+/- 180 meters Scaled)
 AE8040
 AE8040                          SUPERSEDED SURVEY CONTROL
 AE8040
 AE8040.No superseded survey control is available for this station.
 AE8040
 AE8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ492319(NAD 83)
 AE8040
 AE8040_MARKER: DV = VERTICAL CONTROL DISK
 AE8040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8040_STAMPING: 2313 M 1981
 AE8040_MARK LOGO: MNDT  
 AE8040_PROJECTION: RECESSED 1 CENTIMETERS
 AE8040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8040+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8040_ROD/PIPE-DEPTH:  3.1 meters
 AE8040
 AE8040  HISTORY     - Date     Condition        Report By
 AE8040  HISTORY     - 1981     MONUMENTED       MNDT
 AE8040  HISTORY     - 19910730 GOOD             MNDT
 AE8040
 AE8040                          STATION DESCRIPTION
 AE8040
 AE8040'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8040'THE MARK WAS RECOVERED IN GOOD CONDITION 3.5 MILES (5.6 KM) SOUTH OF
 AE8040'THE TOWN OF SPRING VALLEY, IN THE NE 1/4 OF SECTION 16, T102N, R13W,
 AE8040'ON TH 63 RIGHT OF WAY, AT MILEPOINT 10.05, 3.50 MILES (5.63 KM) SOUTH
 AE8040'ALONG TH 63 FROM ITS JCT WITH TH 16 IN THE TOWN OF SPRING VALLEY, 98.0
 AE8040'FT (29.9 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.0 FT (0.6 M)
 AE8040'EAST OF A P-POLE, 0.9 FT (27.4 CM) EAST OF A STEEL WITNESS POST AND
 AE8040'0.1 FT (3.0 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8041 ***********************************************************************
 AE8041  DESIGNATION -  2313 N
 AE8041  PID         -  AE8041
 AE8041  STATE/COUNTY-  MN/FILLMORE
 AE8041  COUNTRY     -  US
 AE8041  USGS QUAD   -  SPRING VALLEY (1965)
 AE8041
 AE8041                         *CURRENT SURVEY CONTROL
 AE8041  ______________________________________________________________________
 AE8041* NAD 83(1986) POSITION- 43 37 34.3    (N) 092 23 21.7    (W)   HD_HELD2  
 AE8041* NAVD 88 ORTHO HEIGHT -   396.000  (meters)    1299.21  (feet) ADJUSTED  
 AE8041  ______________________________________________________________________
 AE8041  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 AE8041  DYNAMIC HEIGHT  -        395.903 (meters)     1298.89  (feet) COMP
 AE8041  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 AE8041
 AE8041  VERT ORDER      -  SECOND    CLASS I
 AE8041
 AE8041.The horizontal coordinates were established by autonomous hand held GPS
 AE8041.observations and have an estimated accuracy of +/- 10 meters.
 AE8041.
 AE8041.The orthometric height was determined by differential leveling and
 AE8041.adjusted in November 1998.
 AE8041
 AE8041.Photographs are available for this station.
 AE8041
 AE8041.The dynamic height is computed by dividing the NAVD 88
 AE8041.geopotential number by the normal gravity value computed on the
 AE8041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8041.degrees latitude (g = 980.6199 gals.).
 AE8041
 AE8041.The modeled gravity was interpolated from observed gravity values.
 AE8041
 AE8041;                    North         East    Units  Estimated Accuracy
 AE8041;SPC MN S     -   170,860.      929,988.      MT  (+/- 10 meters HH2 GPS)
 AE8041
 AE8041                          SUPERSEDED SURVEY CONTROL
 AE8041
 AE8041.No superseded survey control is available for this station.
 AE8041
 AE8041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4926330537(NAD 83)
 AE8041
 AE8041_MARKER: DB = BENCH MARK DISK
 AE8041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8041_SP_SET: BOX CULVERT
 AE8041_STAMPING: 2313 N 1981
 AE8041_MARK LOGO: MNDT  
 AE8041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8041+STABILITY: SURFACE MOTION
 AE8041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8041+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8041
 AE8041  HISTORY     - Date     Condition        Report By
 AE8041  HISTORY     - 1947     MONUMENTED       MNDT
 AE8041  HISTORY     - 19910730 GOOD             MNDT
 AE8041
 AE8041                          STATION DESCRIPTION
 AE8041
 AE8041'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8041'THE MARK WAS RECOVERED IN GOOD CONDITION 4.4 MILES (7.1 KM) SOUTH OF
 AE8041'THE TOWN OF SPRING VALLEY, IN THE NW 1/4 OF SECTION 22, T102N, R13W,
 AE8041'ON TH 63 RIGHT OF WAY, AT MILEPOINT 9.1, 4.4 MILES (7.1 KM) SOUTH
 AE8041'ALONG TH 63 FROM ITS JCT WITH TH 16 IN SPRING VALLEY, IN THE SOUTHEAST
 AE8041'CORNER OF THE ABUTMENT OF BRIDGE 23006 OVER THE SOUTH BRANCH OF THE
 AE8041'ROOT RIVER, 26.5 FT (8.1 M) EAST OF AND 0.5 FT (15.2 CM) HIGHER THAN
 AE8041'THE CENTERLINE OF TH 63, 1.3 FT (0.4 M) NE OF THE SE CORNER OF THE
 AE8041'BRIDGE, 2.0 FT (0.6 M) NE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8042 ***********************************************************************
 AE8042  DESIGNATION -  2313 P
 AE8042  PID         -  AE8042
 AE8042  STATE/COUNTY-  MN/FILLMORE
 AE8042  COUNTRY     -  US
 AE8042  USGS QUAD   -  OSTRANDER (1965)
 AE8042
 AE8042                         *CURRENT SURVEY CONTROL
 AE8042  ______________________________________________________________________
 AE8042* NAD 83(1986) POSITION- 43 37 15.     (N) 092 23 21.     (W)   SCALED    
 AE8042* NAVD 88 ORTHO HEIGHT -   400.474  (meters)    1313.89  (feet) ADJUSTED  
 AE8042  ______________________________________________________________________
 AE8042  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 AE8042  DYNAMIC HEIGHT  -        400.375 (meters)     1313.56  (feet) COMP
 AE8042  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 AE8042
 AE8042  VERT ORDER      -  SECOND    CLASS I
 AE8042
 AE8042.The horizontal coordinates were scaled from a topographic map and have
 AE8042.an estimated accuracy of +/- 6 seconds.
 AE8042.
 AE8042.The orthometric height was determined by differential leveling and
 AE8042.adjusted in November 1998.
 AE8042
 AE8042.The dynamic height is computed by dividing the NAVD 88
 AE8042.geopotential number by the normal gravity value computed on the
 AE8042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8042.degrees latitude (g = 980.6199 gals.).
 AE8042
 AE8042.The modeled gravity was interpolated from observed gravity values.
 AE8042
 AE8042;                    North         East    Units  Estimated Accuracy
 AE8042;SPC MN S     -   170,270.      930,020.      MT  (+/- 180 meters Scaled)
 AE8042
 AE8042                          SUPERSEDED SURVEY CONTROL
 AE8042
 AE8042.No superseded survey control is available for this station.
 AE8042
 AE8042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ492299(NAD 83)
 AE8042
 AE8042_MARKER: DV = VERTICAL CONTROL DISK
 AE8042_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8042_STAMPING: 2313 P 1981
 AE8042_MARK LOGO: MNDT  
 AE8042_PROJECTION: PROJECTING 1 CENTIMETERS
 AE8042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8042+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8042_ROD/PIPE-DEPTH:  3.1 meters
 AE8042
 AE8042  HISTORY     - Date     Condition        Report By
 AE8042  HISTORY     - 1981     MONUMENTED       MNDT
 AE8042  HISTORY     - 19910730 GOOD             MNDT
 AE8042
 AE8042                          STATION DESCRIPTION
 AE8042
 AE8042'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8042'THE MARK WAS RECOVERED IN GOOD CONDITION 4.85 MILES (7.81 KM) SOUTH OF
 AE8042'THE TOWN OF SPRING VALLEY, IN THE SE 1/4 OF SECTION 21, T102N, R13W,
 AE8042'ON TH 63 RIGHT OF WAY, AT MILEPOINT 8.7, 4.85 MILES (7.81 KM) SOUTH
 AE8042'ALONG TH 63 FROM ITS JCT WITH TH 16 IN SPRING VALLEY, 52.0 FT (15.8 M)
 AE8042'WEST OF AND ABOUT 1.0 FT (0.3 M) HIGHER THAN CENTERLINE OF TH 63,
 AE8042'191.5 FT (58.4 M) NORTH OF CENTERLINE OF COUNTY RD 3, 103.0 FT (31.4
 AE8042'M) WEST OF A POWER POLE, 0.8 FT (24.4 CM) EAST OF A STEEL WITNESS POST
 AE8042'AND 0.2 FT (6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8043 ***********************************************************************
 AE8043  DESIGNATION -  2313 P 1
 AE8043  PID         -  AE8043
 AE8043  STATE/COUNTY-  MN/FILLMORE
 AE8043  COUNTRY     -  US
 AE8043  USGS QUAD   -  OSTRANDER (1965)
 AE8043
 AE8043                         *CURRENT SURVEY CONTROL
 AE8043  ______________________________________________________________________
 AE8043* NAD 83(1986) POSITION- 43 36 59.5    (N) 092 24 33.0    (W)   HD_HELD2  
 AE8043* NAVD 88 ORTHO HEIGHT -   407.795  (meters)    1337.91  (feet) ADJUSTED  
 AE8043  ______________________________________________________________________
 AE8043  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 AE8043  DYNAMIC HEIGHT  -        407.695 (meters)     1337.58  (feet) COMP
 AE8043  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 AE8043
 AE8043  VERT ORDER      -  SECOND    CLASS I
 AE8043
 AE8043.The horizontal coordinates were established by autonomous hand held GPS
 AE8043.observations and have an estimated accuracy of +/- 10 meters.
 AE8043.
 AE8043.The orthometric height was determined by differential leveling and
 AE8043.adjusted in November 1998.
 AE8043
 AE8043.Photographs are available for this station.
 AE8043
 AE8043.The dynamic height is computed by dividing the NAVD 88
 AE8043.geopotential number by the normal gravity value computed on the
 AE8043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8043.degrees latitude (g = 980.6199 gals.).
 AE8043
 AE8043.The modeled gravity was interpolated from observed gravity values.
 AE8043
 AE8043;                    North         East    Units  Estimated Accuracy
 AE8043;SPC MN S     -   169,755.      928,411.      MT  (+/- 10 meters HH2 GPS)
 AE8043
 AE8043                          SUPERSEDED SURVEY CONTROL
 AE8043
 AE8043.No superseded survey control is available for this station.
 AE8043
 AE8043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4767329452(NAD 83)
 AE8043
 AE8043_MARKER: DV = VERTICAL CONTROL DISK
 AE8043_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8043_STAMPING: 2313 P 1 1981
 AE8043_MARK LOGO: MNDT  
 AE8043_PROJECTION: FLUSH
 AE8043_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8043+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8043_ROD/PIPE-DEPTH:  3.1 meters
 AE8043
 AE8043  HISTORY     - Date     Condition        Report By
 AE8043  HISTORY     - 1981     MONUMENTED       MNDT
 AE8043  HISTORY     - 19910923 GOOD             MNDT
 AE8043
 AE8043                          STATION DESCRIPTION
 AE8043
 AE8043'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8043'THE MARK WAS RECOVERED IN GOOD CONDITION 3.85 MILES (6.20 KM) SSW OF
 AE8043'THE TOWN OF SPRING VALLEY, IN THE SW 1/4 OF SECTION 21, T102N, R13W,
 AE8043'ON TOWNSHIP ROAD RIGHT OF WAY, 3.85 MILES (6.20 KM) SOUTH ON TH 63
 AE8043'FROM THE JCT OF TH 16 IN SPRING VALLEY TO COUNTY RD 3, THEN WEST ON CO
 AE8043'RD 3 FOR 1.1 MILES (1.8 KM) TO A TOWNSHIP ROAD, THEN SOUTH FOR 150.0
 AE8043'FT (45.7 M).  THE MARK IS 150.0 FT (45.7 M) SSE OF THE CENTERLINE OF
 AE8043'COUNTY RD 3, 33.0 FT (10.1 M) EAST OF THE CENTER OF A GRAVEL ROAD,
 AE8043'30.0 FT (9.1 M) SSW OF BURRIED TELEPHONE CABLE PEDISTAL 109, 1.9 FT
 AE8043'(0.6 M) WEST OF A POWER POLE WITH FOUR GUY WIRES, 1.1 FT (0.3 M) WEST
 AE8043'OF A STEEL WITNESS POST AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8044 ***********************************************************************
 AE8044  DESIGNATION -  2313 P 2
 AE8044  PID         -  AE8044
 AE8044  STATE/COUNTY-  MN/FILLMORE
 AE8044  COUNTRY     -  US
 AE8044  USGS QUAD   -  OSTRANDER (1965)
 AE8044
 AE8044                         *CURRENT SURVEY CONTROL
 AE8044  ______________________________________________________________________
 AE8044* NAD 83(1986) POSITION- 43 36 56.1    (N) 092 25 38.3    (W)   HD_HELD2  
 AE8044* NAVD 88 ORTHO HEIGHT -   410.958  (meters)    1348.28  (feet) ADJUSTED  
 AE8044  ______________________________________________________________________
 AE8044  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 AE8044  DYNAMIC HEIGHT  -        410.857 (meters)     1347.95  (feet) COMP
 AE8044  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 AE8044
 AE8044  VERT ORDER      -  SECOND    CLASS I
 AE8044
 AE8044.The horizontal coordinates were established by autonomous hand held GPS
 AE8044.observations and have an estimated accuracy of +/- 10 meters.
 AE8044.
 AE8044.The orthometric height was determined by differential leveling and
 AE8044.adjusted in November 1998.
 AE8044
 AE8044.Photographs are available for this station.
 AE8044
 AE8044.The dynamic height is computed by dividing the NAVD 88
 AE8044.geopotential number by the normal gravity value computed on the
 AE8044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8044.degrees latitude (g = 980.6199 gals.).
 AE8044
 AE8044.The modeled gravity was interpolated from observed gravity values.
 AE8044
 AE8044;                    North         East    Units  Estimated Accuracy
 AE8044;SPC MN S     -   169,621.      926,949.      MT  (+/- 10 meters HH2 GPS)
 AE8044
 AE8044                          SUPERSEDED SURVEY CONTROL
 AE8044
 AE8044.No superseded survey control is available for this station.
 AE8044
 AE8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4621029337(NAD 83)
 AE8044
 AE8044_MARKER: DV = VERTICAL CONTROL DISK
 AE8044_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8044_SP_SET: WATER TANK FOOTING
 AE8044_STAMPING: 2313 P 2 1981
 AE8044_MARK LOGO: MNDT  
 AE8044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8044+STABILITY: SURFACE MOTION
 AE8044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8044+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8044
 AE8044  HISTORY     - Date     Condition        Report By
 AE8044  HISTORY     - 1981     MONUMENTED       MNDT
 AE8044  HISTORY     - 19910923 GOOD             MNDT
 AE8044
 AE8044                          STATION DESCRIPTION
 AE8044
 AE8044'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8044'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE TOWN OF OSTRANDER, IN
 AE8044'THE NW 1/4 OF SECTION 29, T102N, R13W, IN THE CITY WATER TANK, 165.0
 AE8044'FT (50.3 M) EAST OF MINNESOTA ST, IN THE SE CORNER OF THE CONCRETE
 AE8044'BASE FOR THE SOUTHEAST LEG OF THE WATER TANK AND ABOUT 1.0 FT (0.3 M)
 AE8044'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8045 ***********************************************************************
 AE8045  DESIGNATION -  2313 Q
 AE8045  PID         -  AE8045
 AE8045  STATE/COUNTY-  MN/FILLMORE
 AE8045  COUNTRY     -  US
 AE8045  USGS QUAD   -  OSTRANDER (1965)
 AE8045
 AE8045                         *CURRENT SURVEY CONTROL
 AE8045  ______________________________________________________________________
 AE8045* NAD 83(1986) POSITION- 43 36 37.     (N) 092 23 21.     (W)   SCALED    
 AE8045* NAVD 88 ORTHO HEIGHT -   394.554  (meters)    1294.47  (feet) ADJUSTED  
 AE8045  ______________________________________________________________________
 AE8045  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 AE8045  DYNAMIC HEIGHT  -        394.455 (meters)     1294.14  (feet) COMP
 AE8045  MODELED GRAVITY -    980,359.0   (mgal)                       NAVD 88
 AE8045
 AE8045  VERT ORDER      -  SECOND    CLASS I
 AE8045
 AE8045.The horizontal coordinates were scaled from a topographic map and have
 AE8045.an estimated accuracy of +/- 6 seconds.
 AE8045.
 AE8045.The orthometric height was determined by differential leveling and
 AE8045.adjusted in November 1998.
 AE8045
 AE8045.The dynamic height is computed by dividing the NAVD 88
 AE8045.geopotential number by the normal gravity value computed on the
 AE8045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8045.degrees latitude (g = 980.6199 gals.).
 AE8045
 AE8045.The modeled gravity was interpolated from observed gravity values.
 AE8045
 AE8045;                    North         East    Units  Estimated Accuracy
 AE8045;SPC MN S     -   169,090.      930,040.      MT  (+/- 180 meters Scaled)
 AE8045
 AE8045                          SUPERSEDED SURVEY CONTROL
 AE8045
 AE8045.No superseded survey control is available for this station.
 AE8045
 AE8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ492287(NAD 83)
 AE8045
 AE8045_MARKER: DV = VERTICAL CONTROL DISK
 AE8045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8045_SP_SET: BOX CULVERT
 AE8045_STAMPING: 2313 Q 1981
 AE8045_MARK LOGO: MNDT  
 AE8045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8045+STABILITY: SURFACE MOTION
 AE8045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8045+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8045
 AE8045  HISTORY     - Date     Condition        Report By
 AE8045  HISTORY     - 1981     MONUMENTED       MNDT
 AE8045  HISTORY     - 19910923 GOOD             MNDT
 AE8045
 AE8045                          STATION DESCRIPTION
 AE8045
 AE8045'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8045'THE MARK WAS RECOVERED IN GOOD CONDITION 5.5 MILES (8.9 KM) SOUTH OF
 AE8045'THE TOWN OF SPRING VALLEY, IN THE NW 1/4 OF SECTION 27, T102N, R13W,
 AE8045'ON TH 63 RIGHT OF WAY, AT MILEPOINT 8.0, 5.55 MILES (8.93 KM) SOUTH
 AE8045'ALONG TH 63 FROM ITS JCT WITH TH 16 IN SPRING VALLEY, 20.0 FT (6.1 M)
 AE8045'EAST OF AND ABOUT 3.0 FT (0.9 M) LOWER THAN CENTERLINE OF TH 63, 41.5
 AE8045'FT (12.6 M) SSW OF MILEPOST 8, 0.8 FT (24.4 CM) NORTHWEST OF A STEEL
 AE8045'WITNESS POST AND 0.1 FT (3.0 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8046 ***********************************************************************
 AE8046  DESIGNATION -  2313 R
 AE8046  PID         -  AE8046
 AE8046  STATE/COUNTY-  MN/FILLMORE
 AE8046  COUNTRY     -  US
 AE8046  USGS QUAD   -  OSTRANDER (1965)
 AE8046
 AE8046                         *CURRENT SURVEY CONTROL
 AE8046  ______________________________________________________________________
 AE8046* NAD 83(1986) POSITION- 43 35 59.     (N) 092 23 21.     (W)   SCALED    
 AE8046* NAVD 88 ORTHO HEIGHT -   400.811  (meters)    1314.99  (feet) ADJUSTED  
 AE8046  ______________________________________________________________________
 AE8046  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 AE8046  DYNAMIC HEIGHT  -        400.711 (meters)     1314.67  (feet) COMP
 AE8046  MODELED GRAVITY -    980,357.3   (mgal)                       NAVD 88
 AE8046
 AE8046  VERT ORDER      -  SECOND    CLASS I
 AE8046
 AE8046.The horizontal coordinates were scaled from a topographic map and have
 AE8046.an estimated accuracy of +/- 6 seconds.
 AE8046.
 AE8046.The orthometric height was determined by differential leveling and
 AE8046.adjusted in November 1998.
 AE8046
 AE8046.The dynamic height is computed by dividing the NAVD 88
 AE8046.geopotential number by the normal gravity value computed on the
 AE8046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8046.degrees latitude (g = 980.6199 gals.).
 AE8046
 AE8046.The modeled gravity was interpolated from observed gravity values.
 AE8046
 AE8046;                    North         East    Units  Estimated Accuracy
 AE8046;SPC MN S     -   167,920.      930,060.      MT  (+/- 180 meters Scaled)
 AE8046
 AE8046                          SUPERSEDED SURVEY CONTROL
 AE8046
 AE8046.No superseded survey control is available for this station.
 AE8046
 AE8046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ493275(NAD 83)
 AE8046
 AE8046_MARKER: DV = VERTICAL CONTROL DISK
 AE8046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8046_SP_SET: BOX CULVERT
 AE8046_STAMPING: 2313 R 1981
 AE8046_MARK LOGO: MNDT  
 AE8046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8046+STABILITY: SURFACE MOTION
 AE8046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8046+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8046
 AE8046  HISTORY     - Date     Condition        Report By
 AE8046  HISTORY     - 1981     MONUMENTED       MNDT
 AE8046  HISTORY     - 19910923 GOOD             MNDT
 AE8046
 AE8046                          STATION DESCRIPTION
 AE8046
 AE8046'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8046'THE MARK WAS RECOVERED IN GOOD CONDITION 6.3 MILES (10.1 KM) SOUTH OF
 AE8046'THE TOWN OF SPRING VALLEY, IN THE NW 1/4 OF SECTION 34, T102N, R13W,
 AE8046'ON TH 63 RIGHT OF WAY, AT MILEPOINT 7.35, 6.30 MILES (10.14 KM) SOUTH
 AE8046'ALONG TH 63 FROM ITS JCT WITH TH 16 IN SPRING VALLEY, 19.0 FT (5.8 M)
 AE8046'EAST OF AND 3.0 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH 63, AND 1.3
 AE8046'FT (0.4 M) NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8049 ***********************************************************************
 AE8049  DESIGNATION -  2313 S
 AE8049  PID         -  AE8049
 AE8049  STATE/COUNTY-  MN/FILLMORE
 AE8049  COUNTRY     -  US
 AE8049  USGS QUAD   -  OSTRANDER (1965)
 AE8049
 AE8049                         *CURRENT SURVEY CONTROL
 AE8049  ______________________________________________________________________
 AE8049* NAD 83(1986) POSITION- 43 34 02.     (N) 092 23 21.     (W)   SCALED    
 AE8049* NAVD 88 ORTHO HEIGHT -   411.715  (meters)    1350.77  (feet) ADJUSTED  
 AE8049  ______________________________________________________________________
 AE8049  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 AE8049  DYNAMIC HEIGHT  -        411.611 (meters)     1350.43  (feet) COMP
 AE8049  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 AE8049
 AE8049  VERT ORDER      -  SECOND    CLASS I
 AE8049
 AE8049.The horizontal coordinates were scaled from a topographic map and have
 AE8049.an estimated accuracy of +/- 6 seconds.
 AE8049.
 AE8049.The orthometric height was determined by differential leveling and
 AE8049.adjusted in November 1998.
 AE8049
 AE8049.The dynamic height is computed by dividing the NAVD 88
 AE8049.geopotential number by the normal gravity value computed on the
 AE8049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8049.degrees latitude (g = 980.6199 gals.).
 AE8049
 AE8049.The modeled gravity was interpolated from observed gravity values.
 AE8049
 AE8049;                    North         East    Units  Estimated Accuracy
 AE8049;SPC MN S     -   164,310.      930,130.      MT  (+/- 180 meters Scaled)
 AE8049
 AE8049                          SUPERSEDED SURVEY CONTROL
 AE8049
 AE8049.No superseded survey control is available for this station.
 AE8049
 AE8049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ493239(NAD 83)
 AE8049
 AE8049_MARKER: DV = VERTICAL CONTROL DISK
 AE8049_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8049_STAMPING: 2313 S 1981
 AE8049_MARK LOGO: MNDT  
 AE8049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8049+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8049
 AE8049  HISTORY     - Date     Condition        Report By
 AE8049  HISTORY     - 1981     MONUMENTED       MNDT
 AE8049  HISTORY     - 19910730 GOOD             MNDT
 AE8049
 AE8049                          STATION DESCRIPTION
 AE8049
 AE8049'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8049'THE MARK WAS RECOVERED IN GOOD CONDITION 8.6 MILES (13.8 KM) SOUTH OF
 AE8049'SPRING VALLEY, IN THE NW 1/4 SECTION 10, T101N, R13W, 5.0 MILES (8.0
 AE8049'KM) NORTH ALONG TH 63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63
 AE8049'RIGHT OF WAY, AT MILEPOINT 4.95.  THE MARK, A MNDT VCM DISK ON A 5/8
 AE8049'INCH DIAMETER COPPER-CLAD ROD, IS 50.5 FT (15.4 M) EAST OF AND ABOUT
 AE8049'2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH 63, 107.3 FT (32.7 M)
 AE8049'SSE OF MILEPOINT POST 5, 2.2 FT (0.7 M) WEST OF A POWER POLE, 0.3 FT
 AE8049'(9.1 CM) WEST OF FENCE LINE, 0.9 FT (27.4 CM) NNW OF A STEEL WITNESS
 AE8049'POST AND 0.1 FT (3.0 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8050 ***********************************************************************
 AE8050  DESIGNATION -  2313 T
 AE8050  PID         -  AE8050
 AE8050  STATE/COUNTY-  MN/FILLMORE
 AE8050  COUNTRY     -  US
 AE8050  USGS QUAD   -  OSTRANDER (1965)
 AE8050
 AE8050                         *CURRENT SURVEY CONTROL
 AE8050  ______________________________________________________________________
 AE8050* NAD 83(1986) POSITION- 43 33 19.     (N) 092 23 06.     (W)   SCALED    
 AE8050* NAVD 88 ORTHO HEIGHT -   398.452  (meters)    1307.25  (feet) ADJUSTED  
 AE8050  ______________________________________________________________________
 AE8050  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 AE8050  DYNAMIC HEIGHT  -        398.350 (meters)     1306.92  (feet) COMP
 AE8050  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 AE8050
 AE8050  VERT ORDER      -  SECOND    CLASS I
 AE8050
 AE8050.The horizontal coordinates were scaled from a topographic map and have
 AE8050.an estimated accuracy of +/- 6 seconds.
 AE8050.
 AE8050.The orthometric height was determined by differential leveling and
 AE8050.adjusted in November 1998.
 AE8050
 AE8050.The dynamic height is computed by dividing the NAVD 88
 AE8050.geopotential number by the normal gravity value computed on the
 AE8050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8050.degrees latitude (g = 980.6199 gals.).
 AE8050
 AE8050.The modeled gravity was interpolated from observed gravity values.
 AE8050
 AE8050;                    North         East    Units  Estimated Accuracy
 AE8050;SPC MN S     -   162,990.      930,500.      MT  (+/- 180 meters Scaled)
 AE8050
 AE8050                          SUPERSEDED SURVEY CONTROL
 AE8050
 AE8050.No superseded survey control is available for this station.
 AE8050
 AE8050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ496226(NAD 83)
 AE8050
 AE8050_MARKER: DV = VERTICAL CONTROL DISK
 AE8050_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8050_SP_SET: BOX CULVERT
 AE8050_STAMPING: 2313 T 1981
 AE8050_MARK LOGO: MNDT  
 AE8050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8050+STABILITY: SURFACE MOTION
 AE8050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8050+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8050
 AE8050  HISTORY     - Date     Condition        Report By
 AE8050  HISTORY     - 1981     MONUMENTED       MNDT
 AE8050  HISTORY     - 19910730 GOOD             MNDT
 AE8050
 AE8050                          STATION DESCRIPTION
 AE8050
 AE8050'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8050'THE MARK IS LOCATED 9.5 MILES (15.3 KM) SOUTH OF SPRING VALLEY, IN THE
 AE8050'NW 1/4 OF SECTION 15, T101N, R13W, 4.1 MILES (6.6 KM) NORTH ALONG TH
 AE8050'63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63 RIGHT OF WAY, AT
 AE8050'MILEPOINT 4.1. THE MARK IS 19.0 FT (5.8 M) SOUTHWEST OF AND ABOUT 2.0
 AE8050'FT (0.6 M) LOWER THAN THE CENTERLINE OF TH 63, 1.1 FT (0.3 M) NORTH OF
 AE8050'A STEEL WITNESS POST AND 0.2 FT (6.1 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8052 ***********************************************************************
 AE8052  DESIGNATION -  2313 U
 AE8052  PID         -  AE8052
 AE8052  STATE/COUNTY-  MN/FILLMORE
 AE8052  COUNTRY     -  US
 AE8052  USGS QUAD   -  CHERRY GROVE (1965)
 AE8052
 AE8052                         *CURRENT SURVEY CONTROL
 AE8052  ______________________________________________________________________
 AE8052* NAD 83(1986) POSITION- 43 32 38.     (N) 092 22 15.     (W)   SCALED    
 AE8052* NAVD 88 ORTHO HEIGHT -   407.018  (meters)    1335.36  (feet) ADJUSTED  
 AE8052  ______________________________________________________________________
 AE8052  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 AE8052  DYNAMIC HEIGHT  -        406.914 (meters)     1335.02  (feet) COMP
 AE8052  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 AE8052
 AE8052  VERT ORDER      -  SECOND    CLASS I
 AE8052
 AE8052.The horizontal coordinates were scaled from a topographic map and have
 AE8052.an estimated accuracy of +/- 6 seconds.
 AE8052.
 AE8052.The orthometric height was determined by differential leveling and
 AE8052.adjusted in November 1998.
 AE8052
 AE8052.The dynamic height is computed by dividing the NAVD 88
 AE8052.geopotential number by the normal gravity value computed on the
 AE8052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8052.degrees latitude (g = 980.6199 gals.).
 AE8052
 AE8052.The modeled gravity was interpolated from observed gravity values.
 AE8052
 AE8052;                    North         East    Units  Estimated Accuracy
 AE8052;SPC MN S     -   161,750.      931,670.      MT  (+/- 180 meters Scaled)
 AE8052
 AE8052                          SUPERSEDED SURVEY CONTROL
 AE8052
 AE8052.No superseded survey control is available for this station.
 AE8052
 AE8052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ508214(NAD 83)
 AE8052
 AE8052_MARKER: DV = VERTICAL CONTROL DISK
 AE8052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8052_STAMPING: 2313 U 1981
 AE8052_MARK LOGO: MNDT  
 AE8052_PROJECTION: PROJECTING 6 CENTIMETERS
 AE8052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8052+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1991
 AE8052_ROD/PIPE-DEPTH:  3.1 meters
 AE8052
 AE8052  HISTORY     - Date     Condition        Report By
 AE8052  HISTORY     - 1981     MONUMENTED       MNDT
 AE8052  HISTORY     - 19910730 GOOD             MNDT
 AE8052
 AE8052                          STATION DESCRIPTION
 AE8052
 AE8052'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8052'THE MARK IS LOCATED 3.0 MILES (4.8 KM) NORTH OF THE TOWN OF CHESTER
 AE8052'IOWA IN THE NE 1/4 SECTION 22 T101N, R13W, ON TH 63 RIGHT OF WAY AT
 AE8052'MILEPOINT 3.05. MARK IS 3.05 MILES (4.91 KM) NORTH ALONG TH 63 FROM
 AE8052'THE MINNESOTA-IOWA BORDER ROAD. MARK IS A MNDT VERTICAL CONTROL MARK
 AE8052'DISK SET ON A 3/4 INCH DIAMETER ALUMINUM ROD. MARK IS 160.0 FT (48.8
 AE8052'M) WSW OF AND ABOUT 4.0 FT (1.2 M) HIGHER THEN THE CENTERLINE OF TH
 AE8052'63, 45.0 FT (13.7 M) SOUTH OF THE CENTER OF COUNTY ROAD 26, 1.75 FT
 AE8052'(0.53 M) NW A RIGHT ER POLE, 3.0 FT (0.9 M) WEST OF A STEEL WITNESS
 AE8052'POST, 1.1 FT (0.3 M) NORTH OF A STEEL WITNESS POST AND 0.2 FT (6.1 CM)
 AE8052'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8054 ***********************************************************************
 AE8054  DESIGNATION -  2313 XX
 AE8054  PID         -  AE8054
 AE8054  STATE/COUNTY-  MN/FILLMORE
 AE8054  COUNTRY     -  US
 AE8054  USGS QUAD   -  CHERRY GROVE (1965)
 AE8054
 AE8054                         *CURRENT SURVEY CONTROL
 AE8054  ______________________________________________________________________
 AE8054* NAD 83(1986) POSITION- 43 31 57.     (N) 092 22 11.     (W)   SCALED    
 AE8054* NAVD 88 ORTHO HEIGHT -   398.943  (meters)    1308.87  (feet) ADJUSTED  
 AE8054  ______________________________________________________________________
 AE8054  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 AE8054  DYNAMIC HEIGHT  -        398.841 (meters)     1308.53  (feet) COMP
 AE8054  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 AE8054
 AE8054  VERT ORDER      -  SECOND    CLASS I
 AE8054
 AE8054.The horizontal coordinates were scaled from a topographic map and have
 AE8054.an estimated accuracy of +/- 6 seconds.
 AE8054.
 AE8054.The orthometric height was determined by differential leveling and
 AE8054.adjusted in November 1998.
 AE8054
 AE8054.The dynamic height is computed by dividing the NAVD 88
 AE8054.geopotential number by the normal gravity value computed on the
 AE8054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8054.degrees latitude (g = 980.6199 gals.).
 AE8054
 AE8054.The modeled gravity was interpolated from observed gravity values.
 AE8054
 AE8054;                    North         East    Units  Estimated Accuracy
 AE8054;SPC MN S     -   160,480.      931,780.      MT  (+/- 180 meters Scaled)
 AE8054
 AE8054                          SUPERSEDED SURVEY CONTROL
 AE8054
 AE8054.No superseded survey control is available for this station.
 AE8054
 AE8054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ509201(NAD 83)
 AE8054
 AE8054_MARKER: DV = VERTICAL CONTROL DISK
 AE8054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8054_STAMPING: 2313 XX 1991
 AE8054_MARK LOGO: MNDT  
 AE8054_PROJECTION: PROJECTING 3 CENTIMETERS
 AE8054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8054+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8054_ROD/PIPE-DEPTH:  4.4 meters
 AE8054
 AE8054  HISTORY     - Date     Condition        Report By
 AE8054  HISTORY     - 1991     MONUMENTED       MNDT
 AE8054
 AE8054                          STATION DESCRIPTION
 AE8054
 AE8054'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8054'THE MARK IS LOCATED 2.35 MILES (3.78 KM) NORTH OF CHESTER (IOWA), IN
 AE8054'THE SE 1/4 OF SECTION 22, T101N, R13W, 2.25 MILES (3.62 KM) NORTH
 AE8054'ALONG TH 63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63 RIGHT OF
 AE8054'WAY, AT MILEPOINT 2.25.  THE MARK IS 215.0 FT (65.5 M) WEST OF AND
 AE8054'ABOUT 2.0 FT (0.6 M) HIGHER THAN THE CENTERLINE OF TH 63, 64.0 FT
 AE8054'(19.5 M) NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY, 1.2 FT (0.4
 AE8054'M) ESE OF THE SE CORNER OF A GARAGE, 1.5 FT (0.5 M) NORTH OF A POWER
 AE8054'POLE WITH A YARD LIGHT, 1.6 FT (0.5 M) NNW OF A STEEL WITNESS POST AND
 AE8054'0.1 FT (3.0 CM) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8032 ***********************************************************************
 AE8032  DESIGNATION -  2313 Z
 AE8032  PID         -  AE8032
 AE8032  STATE/COUNTY-  MN/FILLMORE
 AE8032  COUNTRY     -  US
 AE8032  USGS QUAD   -  SPRING VALLEY (1965)
 AE8032
 AE8032                         *CURRENT SURVEY CONTROL
 AE8032  ______________________________________________________________________
 AE8032* NAD 83(1986) POSITION- 43 41 09.4    (N) 092 23 46.4    (W)   HD_HELD2  
 AE8032* NAVD 88 ORTHO HEIGHT -   390.867  (meters)    1282.37  (feet) ADJUSTED  
 AE8032  ______________________________________________________________________
 AE8032  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 AE8032  DYNAMIC HEIGHT  -        390.777 (meters)     1282.07  (feet) COMP
 AE8032  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 AE8032
 AE8032  VERT ORDER      -  SECOND    CLASS I
 AE8032
 AE8032.The horizontal coordinates were established by autonomous hand held GPS
 AE8032.observations and have an estimated accuracy of +/- 10 meters.
 AE8032.
 AE8032.The orthometric height was determined by differential leveling and
 AE8032.adjusted in November 1998.
 AE8032
 AE8032.Photographs are available for this station.
 AE8032
 AE8032.The dynamic height is computed by dividing the NAVD 88
 AE8032.geopotential number by the normal gravity value computed on the
 AE8032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8032.degrees latitude (g = 980.6199 gals.).
 AE8032
 AE8032.The modeled gravity was interpolated from observed gravity values.
 AE8032
 AE8032;                    North         East    Units  Estimated Accuracy
 AE8032;SPC MN S     -   177,486.      929,304.      MT  (+/- 10 meters HH2 GPS)
 AE8032
 AE8032                          SUPERSEDED SURVEY CONTROL
 AE8032
 AE8032.No superseded survey control is available for this station.
 AE8032
 AE8032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4866137169(NAD 83)
 AE8032
 AE8032_MARKER: DV = VERTICAL CONTROL DISK
 AE8032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8032_SP_SET: BRIDGE ABUTMENT
 AE8032_STAMPING: 2313 Z 1991
 AE8032_MARK LOGO: MNDT  
 AE8032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8032+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE8032
 AE8032  HISTORY     - Date     Condition        Report By
 AE8032  HISTORY     - 1991     MONUMENTED       MNDT
 AE8032
 AE8032                          STATION DESCRIPTION
 AE8032
 AE8032'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8032'THE MARK IS LOCATED IN THE TOWN OF SPRING VALLEY, IN THE NE 1/4 OF
 AE8032'SECTION 33, T103N, R13W, IN THE SOUTHEAST CORNER OF BRIDGE NO 23540
 AE8032'OVER THE MIDDLE BRANCH OF THE ROOT RIVER, 330.0 FT (100.6 M) WEST OF
 AE8032'THE INTERSECTION OF WEST PARK STREET AND SOUTH HURON AVE, 18.5 FT (5.6
 AE8032'M) SOUTH OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF WEST
 AE8032'PARK STREET (COUNTY RD 1).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8055 ***********************************************************************
 AE8055  DESIGNATION -  2313 ZZ
 AE8055  PID         -  AE8055
 AE8055  STATE/COUNTY-  MN/FILLMORE
 AE8055  COUNTRY     -  US
 AE8055  USGS QUAD   -  CHERRY GROVE (1965)
 AE8055
 AE8055                         *CURRENT SURVEY CONTROL
 AE8055  ______________________________________________________________________
 AE8055* NAD 83(1986) POSITION- 43 31 15.     (N) 092 22 06.     (W)   SCALED    
 AE8055* NAVD 88 ORTHO HEIGHT -   397.988  (meters)    1305.73  (feet) ADJUSTED  
 AE8055  ______________________________________________________________________
 AE8055  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 AE8055  DYNAMIC HEIGHT  -        397.887 (meters)     1305.40  (feet) COMP
 AE8055  MODELED GRAVITY -    980,354.6   (mgal)                       NAVD 88
 AE8055
 AE8055  VERT ORDER      -  SECOND    CLASS I
 AE8055
 AE8055.The horizontal coordinates were scaled from a topographic map and have
 AE8055.an estimated accuracy of +/- 6 seconds.
 AE8055.
 AE8055.The orthometric height was determined by differential leveling and
 AE8055.adjusted in November 1998.
 AE8055
 AE8055.The dynamic height is computed by dividing the NAVD 88
 AE8055.geopotential number by the normal gravity value computed on the
 AE8055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8055.degrees latitude (g = 980.6199 gals.).
 AE8055
 AE8055.The modeled gravity was interpolated from observed gravity values.
 AE8055
 AE8055;                    North         East    Units  Estimated Accuracy
 AE8055;SPC MN S     -   159,190.      931,920.      MT  (+/- 180 meters Scaled)
 AE8055
 AE8055                          SUPERSEDED SURVEY CONTROL
 AE8055
 AE8055.No superseded survey control is available for this station.
 AE8055
 AE8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ510188(NAD 83)
 AE8055
 AE8055_MARKER: DV = VERTICAL CONTROL DISK
 AE8055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8055_STAMPING: 2313 ZZ 1991
 AE8055_MARK LOGO: MNDT  
 AE8055_PROJECTION: FLUSH
 AE8055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8055+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 AE8055_ROD/PIPE-DEPTH:  4.6 meters
 AE8055
 AE8055  HISTORY     - Date     Condition        Report By
 AE8055  HISTORY     - 1991     MONUMENTED       MNDT
 AE8055  HISTORY     - 19920707 GOOD             MNDT
 AE8055
 AE8055                          STATION DESCRIPTION
 AE8055
 AE8055'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8055'THE MARK IS LOCATED 1.5 MILES (2.4 KM) NORTH OF CHESTER (IOWA), IN THE
 AE8055'SW 1/4 OF SECTION 26, T101N, R13W, 1.4 MILES (2.3 KM) NORTH ALONG TH
 AE8055'63 FROM THE MINNESOTA-IOWA BORDER ROAD, ON TH 63 RIGHT OF WAY, AT
 AE8055'MILEPOINT 1.35.  THE MARK IS 130.0 FT (39.6 M) EAST OF AND ABOUT 3.0
 AE8055'FT (0.9 M) LOWER THAN THE CENTERLINE OF TH 63, 12.0 FT (3.7 M) SOUTH
 AE8055'OF CENTER OF A FIELD ROAD, 0.5 FT (15.2 CM) NORTH OF A FENCE LINE, 1.4
 AE8055'FT (0.4 M) EAST OF A STEEL WITNESS POST AND ABOUT 0.1 FT (3.0 CM)
 AE8055'ABOVE GROUND.
 AE8055
 AE8055                          STATION RECOVERY (1992)
 AE8055
 AE8055'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE8055'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1509 ***********************************************************************
 OO1509  DESIGNATION -  2316 A
 OO1509  PID         -  OO1509
 OO1509  STATE/COUNTY-  MN/FILLMORE
 OO1509  COUNTRY     -  US
 OO1509  USGS QUAD   -  HARMONY (1965)
 OO1509
 OO1509                         *CURRENT SURVEY CONTROL
 OO1509  ______________________________________________________________________
 OO1509* NAD 83(1986) POSITION- 43 33 09.2    (N) 092 00 40.2    (W)   HD_HELD2  
 OO1509* NAVD 88 ORTHO HEIGHT -   410.314  (meters)    1346.17  (feet) ADJUSTED  
 OO1509  ______________________________________________________________________
 OO1509  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 OO1509  DYNAMIC HEIGHT  -        410.217 (meters)     1345.85  (feet) COMP
 OO1509  MODELED GRAVITY -    980,370.7   (mgal)                       NAVD 88
 OO1509
 OO1509  VERT ORDER      -  SECOND    CLASS I
 OO1509
 OO1509.The horizontal coordinates were established by autonomous hand held GPS
 OO1509.observations and have an estimated accuracy of +/- 10 meters.
 OO1509.
 OO1509.The orthometric height was determined by differential leveling and
 OO1509.adjusted in June 1991.
 OO1509
 OO1509.Photographs are available for this station.
 OO1509
 OO1509.The dynamic height is computed by dividing the NAVD 88
 OO1509.geopotential number by the normal gravity value computed on the
 OO1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1509.degrees latitude (g = 980.6199 gals.).
 OO1509
 OO1509.The modeled gravity was interpolated from observed gravity values.
 OO1509
 OO1509;                    North         East    Units  Estimated Accuracy
 OO1509;SPC MN S     -   163,352.      960,704.      MT  (+/- 10 meters HH2 GPS)
 OO1509
 OO1509                          SUPERSEDED SURVEY CONTROL
 OO1509
 OO1509.No superseded survey control is available for this station.
 OO1509
 OO1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7987222653(NAD 83)
 OO1509
 OO1509_MARKER: DV = VERTICAL CONTROL DISK
 OO1509_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1509_SP_SET: CHIMNEY FOOTING
 OO1509_STAMPING: 2316 A 1981
 OO1509_MARK LOGO: MNDT  
 OO1509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1509+STABILITY: SURFACE MOTION
 OO1509
 OO1509  HISTORY     - Date     Condition        Report By
 OO1509  HISTORY     - 1981     MONUMENTED       MNDT
 OO1509  HISTORY     - 19910910 GOOD             MNDT
 OO1509
 OO1509                          STATION DESCRIPTION
 OO1509
 OO1509'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1509'IN HARMONY.
 OO1509'THE MARK IS LOCATED IN THE TOWN OF HARMONY, IN THE NE 1/4 OF SECTION
 OO1509'15, T101N, R10W, AT THE HARMONY HIGH SCHOOL, IN THE TOP OF A CIRCULAR
 OO1509'CONCRETE FOOTING FOR A 6 FOOT SQUARE BRICK CHIMNEY STACK, 0.6 FOOT
 OO1509'WEST OF THE SOUTHWEST CORNER OF THE CHIMNEY, 90.5 FEET EAST OF THE
 OO1509'EAST EDGE OF THE EAST CURB OF 1ST AVENUE SOUTHWEST, 73.8 FEET
 OO1509'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF AN AUDITORIUM - GYMNASIUM
 OO1509'BRICK ADDITION, AND 124.6 FEET NORTH OF THE SOUTHWEST CORNER OF A ONE
 OO1509'STORY BRICK GARAGE ADDITION.  THE MARK, A STANDARD MNDT VERTICAL
 OO1509'CONTROL MONUMENT DISK STAMPED---2316 A 1981---, IS SET FLUSH IN A
 OO1509'DRILL HOLE IN THE TOP OF THE CHIMNEY FOOTING AND IS ABOUT LEVEL WITH
 OO1509'THE PARKING AREA.
 OO1509
 OO1509                          STATION RECOVERY (1991)
 OO1509
 OO1509'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8079 ***********************************************************************
 AE8079  DESIGNATION -  2316 B
 AE8079  PID         -  AE8079
 AE8079  STATE/COUNTY-  MN/FILLMORE
 AE8079  COUNTRY     -  US
 AE8079  USGS QUAD   -  HARMONY (1965)
 AE8079
 AE8079                         *CURRENT SURVEY CONTROL
 AE8079  ______________________________________________________________________
 AE8079* NAD 83(1986) POSITION- 43 32 38.     (N) 092 00 33.     (W)   SCALED    
 AE8079* NAVD 88 ORTHO HEIGHT -   397.742  (meters)    1304.93  (feet) ADJUSTED  
 AE8079  ______________________________________________________________________
 AE8079  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 AE8079  DYNAMIC HEIGHT  -        397.647 (meters)     1304.61  (feet) COMP
 AE8079  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 AE8079
 AE8079  VERT ORDER      -  SECOND    CLASS I
 AE8079
 AE8079.The horizontal coordinates were scaled from a topographic map and have
 AE8079.an estimated accuracy of +/- 6 seconds.
 AE8079.
 AE8079.The orthometric height was determined by differential leveling and
 AE8079.adjusted in November 1998.
 AE8079
 AE8079.Photographs are available for this station.
 AE8079
 AE8079.The dynamic height is computed by dividing the NAVD 88
 AE8079.geopotential number by the normal gravity value computed on the
 AE8079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8079.degrees latitude (g = 980.6199 gals.).
 AE8079
 AE8079.The modeled gravity was interpolated from observed gravity values.
 AE8079
 AE8079;                    North         East    Units  Estimated Accuracy
 AE8079;SPC MN S     -   162,390.      960,890.      MT  (+/- 180 meters Scaled)
 AE8079
 AE8079                          SUPERSEDED SURVEY CONTROL
 AE8079
 AE8079.No superseded survey control is available for this station.
 AE8079
 AE8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ800216(NAD 83)
 AE8079
 AE8079_MARKER: DV = VERTICAL CONTROL DISK
 AE8079_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8079_STAMPING: 2316 B 1981
 AE8079_MARK LOGO: MNDT  
 AE8079_PROJECTION: FLUSH
 AE8079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8079+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8079_ROD/PIPE-DEPTH:  3.1 meters
 AE8079
 AE8079  HISTORY     - Date     Condition        Report By
 AE8079  HISTORY     - 1981     MONUMENTED       MNDT
 AE8079  HISTORY     - 19910827 GOOD             MNDT
 AE8079  HISTORY     - 20000912 POOR             AERSVC
 AE8079
 AE8079                          STATION DESCRIPTION
 AE8079
 AE8079'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8079'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 0.5 MILE (0.8 KM) SOUTH
 AE8079'OF HARMONY, IN THE NW 1/4 OF SECTION 23, T101N, R10W, NEAR THE JCT OF
 AE8079'TH 44 AND TH 139.  THE MARK IS 280.0 FT (85.3 M) EAST OF THE
 AE8079'CENTERLINE OF TH 139, 31.0 FT (9.4 M) SOUTH OF AND ABOUT LEVEL WITH A
 AE8079'GRAVEL ROAD (TH 44 EXTENDED), 1.7 FT (0.5 M) NW OF THE NW CORNER OF A
 AE8079'CONCRETE PILLAR, 1.2 FT (0.4 M) NORTH OF A STEEL WITNESS POST, AND
 AE8079'FLUSH WITH THE GROUND.
 AE8079
 AE8079                          STATION RECOVERY (2000)
 AE8079
 AE8079'RECOVERY NOTE BY AERIAL SERVICES INCORPORATED 2000 (BS)
 AE8079'MONUMENT IS DISTRUBED. BASE ROD IS BENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1538 ***********************************************************************
 OO1538  DESIGNATION -  2317 A
 OO1538  PID         -  OO1538
 OO1538  STATE/COUNTY-  MN/FILLMORE
 OO1538  COUNTRY     -  US
 OO1538  USGS QUAD   -  CHATFIELD (1974)
 OO1538
 OO1538                         *CURRENT SURVEY CONTROL
 OO1538  ______________________________________________________________________
 OO1538* NAD 83(1986) POSITION- 43 50 46.2    (N) 092 11 17.6    (W)   HD_HELD2  
 OO1538* NAVD 88 ORTHO HEIGHT -   311.358  (meters)    1021.51  (feet) ADJUSTED  
 OO1538  ______________________________________________________________________
 OO1538  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 OO1538  DYNAMIC HEIGHT  -        311.300 (meters)     1021.32  (feet) COMP
 OO1538  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 OO1538
 OO1538  VERT ORDER      -  SECOND    CLASS II
 OO1538
 OO1538.The horizontal coordinates were established by autonomous hand held GPS
 OO1538.observations and have an estimated accuracy of +/- 10 meters.
 OO1538.
 OO1538.The orthometric height was determined by differential leveling and
 OO1538.adjusted in June 1991.
 OO1538
 OO1538.Photographs are available for this station.
 OO1538
 OO1538.The dynamic height is computed by dividing the NAVD 88
 OO1538.geopotential number by the normal gravity value computed on the
 OO1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1538.degrees latitude (g = 980.6199 gals.).
 OO1538
 OO1538.The modeled gravity was interpolated from observed gravity values.
 OO1538
 OO1538;                    North         East    Units  Estimated Accuracy
 OO1538;SPC MN S     -   195,634.      945,677.      MT  (+/- 10 meters HH2 GPS)
 OO1538
 OO1538                          SUPERSEDED SURVEY CONTROL
 OO1538
 OO1538.No superseded survey control is available for this station.
 OO1538
 OO1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6525155107(NAD 83)
 OO1538
 OO1538_MARKER: DV = VERTICAL CONTROL DISK
 OO1538_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1538+WITH SETTING: PAVEMENT
 OO1538_SP_SET: BUILDING STEP
 OO1538_STAMPING: 2317 A 1979
 OO1538_MARK LOGO: MNDT  
 OO1538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1538+STABILITY: SURFACE MOTION
 OO1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1538+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 OO1538
 OO1538  HISTORY     - Date     Condition        Report By
 OO1538  HISTORY     - 1979     MONUMENTED       MNDT
 OO1538  HISTORY     - 19910613 GOOD             MNDT
 OO1538
 OO1538                          STATION DESCRIPTION
 OO1538
 OO1538'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO1538'IN CHATFIELD.
 OO1538'THE MARK IS LOCATED IN CHATFIELD 1 CITY BLOCK NORTHWEST OF 3RD STREET
 OO1538'AND 1/2 CITY BLOCK NORTHEAST OF MAIN STREET IN THE TOP STEP OF THE
 OO1538'SOUTH ENTRANCE OF THE 1-STORY BRICK COMMUNITY CENTER AND CHATFIELD
 OO1538'MUNICIPAL BUILDING IN THE NW 1/4 OF SECTION 5, T104N, R11W.  THE MARK
 OO1538'IS 89 FEET SOUTHWEST OF THE NORTHEAST FACE OF THE SOUTHWEST CURB OF
 OO1538'FILLMORE STREET, 53.7 FEET NORTHWEST OF THE SOUTHEAST FACE OF THE
 OO1538'NORTHWEST CURB OF 2ND STREET, 6.5 FEET SOUTHWEST OF THE CENTER OF THE
 OO1538'SOUTH ENTRANCE AND 0.6 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE
 OO1538'BUILDING.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1538'STAMPED---2317 A 1979---, IS CEMENTED IN A DRILL HOLE IN THE TOP
 OO1538'STEP.
 OO1538
 OO1538                          STATION RECOVERY (1991)
 OO1538
 OO1538'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1538'RECOVERED IN GOOD CONDITION.  NOTE CHANGES--IN CHATFIELD, IN THE
 OO1538'NORTHWEST 1/4 SECTION 5, T104N, R11W, 0.2 MI (0.3 KM) NORTHWEST ALONG
 OO1538'TH-52 FROM ITS JUNCTION WITH TH-74 AND TH-30, THENCE EAST 250.0 FT
 OO1538'(76.2 M) ALONG FILLMORE SAINT,
 OO1538' 
 OO1538'76.0 FT (23.2 M) NORTHWEST OF AND 6.5 FT (2.0 M) HIGHER THAN
 OO1538'CENTERLINE AND 53.7 FT (16.4 M) NORTHWEST OF SE FACE OF CURB OF SECOND
 OO1538'STREET, 110.5 FT (33.7 M) SOUTHWEST OF THE CENTERLINE AND 89 FT (27.1
 OO1538'M) SOUTHWEST OF NORTHEAST FACE OF SE CURB OF FILLMORE STREET, IN TOP
 OO1538'STEP 6.5 FT (2.0 M) SOUTHWEST OF SOUTH ENTRANCE TO CHATFIELD MUNICIPAL
 OO1538'BUILDING, 6.0 FT (1.8 M) SOUTHEAST OF SE WALL OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0851 ***********************************************************************
 OO0851  DESIGNATION -  2318 B
 OO0851  PID         -  OO0851
 OO0851  STATE/COUNTY-  MN/FILLMORE
 OO0851  COUNTRY     -  US
 OO0851  USGS QUAD   -  WYKOFF (1965)
 OO0851
 OO0851                         *CURRENT SURVEY CONTROL
 OO0851  ______________________________________________________________________
 OO0851* NAD 83(1996) POSITION- 43 42 37.50198(N) 092 15 18.33995(W)   ADJUSTED  
 OO0851* NAVD 88 ORTHO HEIGHT -   403.50   (+/-2cm)    1323.8   (feet) VERTCON   
 OO0851  ______________________________________________________________________
 OO0851  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 OO0851  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC09
 OO0851  HORZ ORDER      -  SECOND
 OO0851  VERT ORDER      -  THIRD ? (See Below)
 OO0851
 OO0851.The horizontal coordinates were established by classical geodetic methods
 OO0851.and adjusted by the National Geodetic Survey in March 1999.
 OO0851.
 OO0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0851
 OO0851.The vertical order pertains to the NGVD 29 superseded value.
 OO0851
 OO0851.Photographs are available for this station.
 OO0851
 OO0851.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0851
 OO0851. The following values were computed from the NAD 83(1996) position.
 OO0851
 OO0851;                    North         East     Units Scale Factor Converg.
 OO0851;SPC MN S     -   180,438.038   940,622.785   MT  1.00001660   +1 13 23.0
 OO0851;SPC MN S     -   591,987.13  3,086,026.59   sFT  1.00001660   +1 13 23.0
 OO0851;UTM  15      - 4,839,979.916   560,011.928   MT  0.99964430   +0 30 53.1
 OO0851
 OO0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0851!SPC MN S     -   0.99994145  x   1.00001660  =   0.99995805
 OO0851!UTM  15      -   0.99994145  x   0.99964430  =   0.99958577
 OO0851
 OO0851                          SUPERSEDED SURVEY CONTROL
 OO0851
 OO0851  NAD 83(1986)-  43 42 37.48964(N)    092 15 18.33764(W) AD(       ) 2
 OO0851  NAD 83(1986)-  43 42 37.48906(N)    092 15 18.33923(W) AD(       ) 2
 OO0851  NAD 27      -  43 42 37.61866(N)    092 15 17.74623(W) AD(       ) 2
 OO0851  NGVD 29 (07/19/86)  403.47   (m)         1323.7    (f) LEVELING    3  
 OO0851
 OO0851.Superseded values are not recommended for survey control.
 OO0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0851.See file dsdata.txt to determine how the superseded data were derived.
 OO0851
 OO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6001139979(NAD 83)
 OO0851
 OO0851_MARKER: DV = VERTICAL CONTROL DISK
 OO0851_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0851_STAMPING: 2318 B 1975
 OO0851_MAGNETIC: I = MARKER IS A STEEL ROD
 OO0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0851
 OO0851  HISTORY     - Date     Condition        Report By
 OO0851  HISTORY     - 1975     MONUMENTED       MNDT
 OO0851  HISTORY     - 1981     GOOD             MNDT
 OO0851
 OO0851                          STATION DESCRIPTION
 OO0851
 OO0851'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO0851'STATION FITZHUM MNHD IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE CITY
 OO0851'OF WYKOFF IN THE NE 1/4 OF SECTION 35, T 103N, R 12W, ON THE EAST
 OO0851'RIGHT-OF-WAY OF A GRAVEL ROAD, AND ABOUT 0.2 MILE NORTH OF TRUNK
 OO0851'HIGHWAY 16.
 OO0851'
 OO0851'TO REACH STATION FITZHUM MNHD FROM THE POST OFFICE IN WYKOFF GO EAST
 OO0851'ON TRUNK HIGHWAY 80 FOR 0.75 MILE TO AZIMUTH MARK 2 ON THE RIGHT,
 OO0851'CONTINUE EAST ON TRUNK HIGHWAY 80 FOR 0.8 MILE TO A ROAD RIGHT AND
 OO0851'THE AZIMUTH MARK, TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR
 OO0851'1.85 MILES TO THE STATION ON THE LEFT.
 OO0851'
 OO0851'AZIMUTH MARK NUMBER 2, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO0851'STAMPED 2318 B 1975, IS SET ON TOP OF A DRIVEN COPPER COATED STEEL
 OO0851'ROD.  THE MARK IS IN THE SE 1/4 OF SECTION 22, T103N, R12W, ABOUT
 OO0851'.75 MILE EAST OF WYKOFF ON TRUNK HIGHWAY 80 RIGHT-OF-WAY.
 OO0851
 OO0851                          STATION RECOVERY (1981)
 OO0851
 OO0851'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 OO0851'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 1/2 MILE EAST OF THE
 OO0851'TOWN OF WYKOFF, IN THE SE 1/4 OF SECTION 22, T103N, R12W, ON THE SOUTH
 OO0851'RIGHT-OF-WAY OF TRUNK HIGHWAY 80.
 OO0851'
 OO0851'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY
 OO0851'ROAD 5 IN WYKOFF, GO EAST ON TRUNK HIGHWAY 80 FOR 0.85 MILE TO A
 OO0851'GRAVEL ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 OO0851'
 OO0851'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OO0851'STAMPED---2318 B 1975---, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER
 OO0851'DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 OO0851'GROUND.  THE MARK IS 73.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OO0851'CENTERLINE OF TRUNK HIGHWAY 80, 6 FEET WEST OF THE EXTENDED CENTER OF
 OO0851'THE GRAVEL ROAD TO THE NORTH, 3.2 FEET NORTH OF A STEEL FENCE CORNER
 OO0851'POST, 3 FEET NORTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST, AND 1.0 FOOT
 OO0851'NORTH OF A STEEL WITNESS POST.
 OO0851'
 OO0851'THIS STATION IS AN AZIMUTH MARK FOR STATION FITZTHUM MNDT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0836 ***********************************************************************
 OO0836  DESIGNATION -  2318 C
 OO0836  PID         -  OO0836
 OO0836  STATE/COUNTY-  MN/FILLMORE
 OO0836  COUNTRY     -  US
 OO0836  USGS QUAD   -  FOUNTAIN (1965)
 OO0836
 OO0836                         *CURRENT SURVEY CONTROL
 OO0836  ______________________________________________________________________
 OO0836* NAD 83(1996) POSITION- 43 42 36.21353(N) 092 14 23.42252(W)   ADJUSTED  
 OO0836* NAVD 88 ORTHO HEIGHT -   403.39   (+/-2cm)    1323.5   (feet) VERTCON   
 OO0836  ______________________________________________________________________
 OO0836  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 OO0836  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC09
 OO0836  HORZ ORDER      -  SECOND
 OO0836  VERT ORDER      -  THIRD ? (See Below)
 OO0836
 OO0836.The horizontal coordinates were established by classical geodetic methods
 OO0836.and adjusted by the National Geodetic Survey in March 1999.
 OO0836.
 OO0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0836
 OO0836.The vertical order pertains to the NGVD 29 superseded value.
 OO0836
 OO0836.Photographs are available for this station.
 OO0836
 OO0836.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0836
 OO0836. The following values were computed from the NAD 83(1996) position.
 OO0836
 OO0836;                    North         East     Units Scale Factor Converg.
 OO0836;SPC MN S     -   180,424.639   941,852.847   MT  1.00001668   +1 14 01.5
 OO0836;SPC MN S     -   591,943.17  3,090,062.22   sFT  1.00001668   +1 14 01.5
 OO0836;UTM  15      - 4,839,951.321   561,241.274   MT  0.99964613   +0 31 31.1
 OO0836
 OO0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0836!SPC MN S     -   0.99994147  x   1.00001668  =   0.99995815
 OO0836!UTM  15      -   0.99994147  x   0.99964613  =   0.99958762
 OO0836
 OO0836                          SUPERSEDED SURVEY CONTROL
 OO0836
 OO0836  NAD 83(1986)-  43 42 36.20125(N)    092 14 23.42049(W) AD(       ) 2
 OO0836  NAD 27      -  43 42 36.33074(N)    092 14 22.82921(W) AD(       ) 2
 OO0836  NGVD 29 (07/19/86)  403.36   (m)         1323.4    (f) LEVELING    3  
 OO0836
 OO0836.Superseded values are not recommended for survey control.
 OO0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0836.See file dsdata.txt to determine how the superseded data were derived.
 OO0836
 OO0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6124139951(NAD 83)
 OO0836
 OO0836_MARKER: DV = VERTICAL CONTROL DISK
 OO0836_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO0836_STAMPING: 2318 C 1975
 OO0836_MAGNETIC: I = MARKER IS A STEEL ROD
 OO0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0836
 OO0836  HISTORY     - Date     Condition        Report By
 OO0836  HISTORY     - 1975     MONUMENTED       MNDT
 OO0836  HISTORY     - 1981     GOOD             MNDT
 OO0836
 OO0836                          STATION DESCRIPTION
 OO0836
 OO0836'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO0836'STATION FITZHUM MNHD IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE CITY
 OO0836'OF WYKOFF IN THE NE 1/4 OF SECTION 35, T 103N, R 12W, ON THE EAST
 OO0836'RIGHT-OF-WAY OF A GRAVEL ROAD, AND ABOUT 0.2 MILE NORTH OF TRUNK
 OO0836'HIGHWAY 16.
 OO0836'
 OO0836'TO REACH STATION FITZHUM MNHD FROM THE POST OFFICE IN WYKOFF GO EAST
 OO0836'ON TRUNK HIGHWAY 80 FOR 0.75 MILE TO AZIMUTH MARK 2 ON THE RIGHT,
 OO0836'CONTINUE EAST ON TRUNK HIGHWAY 80 FOR 0.8 MILE TO A ROAD RIGHT AND
 OO0836'THE AZIMUTH MARK, TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR
 OO0836'1.85 MILES TO THE STATION ON THE LEFT.
 OO0836'
 OO0836'THE AZIMUTH MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO0836'STAMPED 2318 C 1975, IS SET ON TOP OF A COPPER COATED STEEL ROD
 OO0836'DRIVEN TO A DEPTH OF 16 FEET.  THE MARK IS 172 FEET SOUTH OF THE
 OO0836'CENTERLINE OF TRUNK HIGHWAY 80, 36 FEET EAST OF THE CENTER OF A
 OO0836'GRAVEL ROAD, 10.0 FEET NORTHEAST OF A POWER POLE, AND 1.0 FOOT
 OO0836'WEST OF A STEEL WITNESS POST.
 OO0836
 OO0836                          STATION RECOVERY (1981)
 OO0836
 OO0836'RECOVERY NOTE BY MN DEPT OF TRANSP 1981 (DKH)
 OO0836'THE STATION WAS RECOVERED IN GOOD CONDITION ABOUT 1-1/2 MILES EAST OF
 OO0836'THE TOWN OF WYKOFF, IN THE SE 1/4 OF SECTION 23, T103N, R12W, IN THE
 OO0836'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 80 AND A
 OO0836'NORTH - SOUTH GRAVEL TOWNSHIP ROAD.
 OO0836'
 OO0836'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 80 AND COUNTY
 OO0836'ROAD 5 IN WYKOFF, GO EAST ON TRUNK HIGHWAY 80 FOR 1.6 MILES TO A
 OO0836'GRAVEL CROSSROAD AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 OO0836'INTERSECTION.
 OO0836'
 OO0836'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OO0836'STAMPED---2318 C 1975---, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER
 OO0836'BY 16 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT IS IN THE CENTER
 OO0836'OF A ROCK FILLED 8 INCH DIAMETER CLAY DRAIN TILE THAT IS FLUSH WITH
 OO0836'THE SURFACE OF THE GROUND.  THE MARK IS 36 FEET EAST OF THE CENTER AND
 OO0836'ABOUT 2 FEET BELOW THE LEVEL OF THE GRAVEL ROAD, 172 FEET SOUTH OF THE
 OO0836'CENTERLINE OF TRUNK HIGHWAY 80, 10 FEET NORTHEAST OF A POWER POLE, AND
 OO0836'1.0 FOOT WEST OF A STEEL WITNESS POST.
 OO0836'
 OO0836'THIS STATION IS AN AZIMUTH MARK FOR STATION FITZTHUM MNDT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0833 ***********************************************************************
 OO0833  DESIGNATION -  2318 J
 OO0833  PID         -  OO0833
 OO0833  STATE/COUNTY-  MN/FILLMORE
 OO0833  COUNTRY     -  US
 OO0833  USGS QUAD   -  FOUNTAIN (1965)
 OO0833
 OO0833                         *CURRENT SURVEY CONTROL
 OO0833  ______________________________________________________________________
 OO0833* NAD 83(1996) POSITION- 43 43 36.10299(N) 092 10 03.95089(W)   ADJUSTED  
 OO0833* NAVD 88 ORTHO HEIGHT -   390.12   (+/-2cm)    1279.9   (feet) VERTCON   
 OO0833  ______________________________________________________________________
 OO0833  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 OO0833  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC09
 OO0833  HORZ ORDER      -  SECOND
 OO0833  VERT ORDER      -  THIRD ? (See Below)
 OO0833
 OO0833.The horizontal coordinates were established by classical geodetic methods
 OO0833.and adjusted by the National Geodetic Survey in March 1999.
 OO0833.
 OO0833.The NAVD 88 height was computed by applying the VERTCON shift value to
 OO0833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OO0833
 OO0833.The vertical order pertains to the NGVD 29 superseded value.
 OO0833
 OO0833.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0833
 OO0833. The following values were computed from the NAD 83(1996) position.
 OO0833
 OO0833;                    North         East     Units Scale Factor Converg.
 OO0833;SPC MN S     -   182,400.206   947,619.088   MT  1.00001275   +1 17 03.4
 OO0833;SPC MN S     -   598,424.68  3,108,980.29   sFT  1.00001275   +1 17 03.4
 OO0833;UTM  15      - 4,841,854.720   567,029.403   MT  0.99965526   +0 34 31.0
 OO0833
 OO0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0833!SPC MN S     -   0.99994355  x   1.00001275  =   0.99995630
 OO0833!UTM  15      -   0.99994355  x   0.99965526  =   0.99959883
 OO0833
 OO0833                          SUPERSEDED SURVEY CONTROL
 OO0833
 OO0833  NAD 83(1986)-  43 43 36.09230(N)    092 10 03.95029(W) AD(       ) 2
 OO0833  NAD 27      -  43 43 36.22132(N)    092 10 03.36853(W) AD(       ) 2
 OO0833  NGVD 29 (07/19/86)  390.09   (m)         1279.8    (f) LEVELING    3  
 OO0833
 OO0833.Superseded values are not recommended for survey control.
 OO0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0833.See file dsdata.txt to determine how the superseded data were derived.
 OO0833
 OO0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6702941854(NAD 83)
 OO0833
 OO0833_MARKER: DV = VERTICAL CONTROL DISK
 OO0833_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OO0833_STAMPING: 2318 J 1975
 OO0833
 OO0833  HISTORY     - Date     Condition        Report By
 OO0833  HISTORY     - 1975     MONUMENTED       MNDT
 OO0833
 OO0833                          STATION DESCRIPTION
 OO0833
 OO0833'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO0833'STATION EICKHOFF MNHD IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF THE
 OO0833'CITY OF FOUNTAIN IN THE NW 1/4 OF SECTION 17, T 103N, R 11W, ON THE
 OO0833'SOUTH RIGHT-OF-WAY OF A GRAVEL ROAD.
 OO0833'
 OO0833'TO REACH STATION EICKHOFF MNHD FROM THE JUNCTION OF TRUNK HIGHWAY 80
 OO0833'AND TRUNK HIGHWAY 52, IN FOUNTAIN, GO SOUTHWEST ON TRUNK HIGHWAY 80
 OO0833'FOR 0.9 MILE TO A ROAD RIGHT, TURN RIGHT AND GO WEST ON THE GRAVEL
 OO0833'ROAD FOR 1.3 MILES TO THE STATION ON THE LEFT.
 OO0833'
 OO0833'THE AZIMUTH MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO0833'STAMPED 2318 J 1975, IS SET ON TOP OF A COPPER COATED STEEL ROD
 OO0833'DRIVEN TO A DEPTH OF 13 FEET.  THE MARK IS 54.0 FEET NORTH OF THE
 OO0833'CENTERLINE OF TRUNK HIGHWAY 80, 15 FEET WEST OF AN ENTRANCE, 27.5
 OO0833'FEET SOUTH OF A RAILROAD TRACK, 50 FEET EAST OF TRUNK HIGHWAY 80
 OO0833'MILEPOST 7, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1511 ***********************************************************************
 OO1511  DESIGNATION -  2318 K
 OO1511  PID         -  OO1511
 OO1511  STATE/COUNTY-  MN/FILLMORE
 OO1511  COUNTRY     -  US
 OO1511  USGS QUAD   -  FOUNTAIN (1965)
 OO1511
 OO1511                         *CURRENT SURVEY CONTROL
 OO1511  ______________________________________________________________________
 OO1511* NAD 83(1986) POSITION- 43 43 41.1    (N) 092 09 32.8    (W)   HD_HELD2  
 OO1511* NAVD 88 ORTHO HEIGHT -   386.556  (meters)    1268.23  (feet) ADJUSTED  
 OO1511  ______________________________________________________________________
 OO1511  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 OO1511  DYNAMIC HEIGHT  -        386.471 (meters)     1267.95  (feet) COMP
 OO1511  MODELED GRAVITY -    980,388.0   (mgal)                       NAVD 88
 OO1511
 OO1511  VERT ORDER      -  SECOND    CLASS I
 OO1511
 OO1511.The horizontal coordinates were established by autonomous hand held GPS
 OO1511.observations and have an estimated accuracy of +/- 10 meters.
 OO1511.
 OO1511.The orthometric height was determined by differential leveling and
 OO1511.adjusted in June 1991.
 OO1511
 OO1511.Photographs are available for this station.
 OO1511
 OO1511.The dynamic height is computed by dividing the NAVD 88
 OO1511.geopotential number by the normal gravity value computed on the
 OO1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1511.degrees latitude (g = 980.6199 gals.).
 OO1511
 OO1511.The modeled gravity was interpolated from observed gravity values.
 OO1511
 OO1511;                    North         East    Units  Estimated Accuracy
 OO1511;SPC MN S     -   182,570.      948,313.      MT  (+/- 10 meters HH2 GPS)
 OO1511
 OO1511                          SUPERSEDED SURVEY CONTROL
 OO1511
 OO1511.No superseded survey control is available for this station.
 OO1511
 OO1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6772442015(NAD 83)
 OO1511
 OO1511_MARKER: DB = BENCH MARK DISK
 OO1511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OO1511+WITH SETTING: INFORMATION.
 OO1511_SP_SET: COPPER-CLAD STEEL ROD
 OO1511_STAMPING: 2318 K 1975
 OO1511_MARK LOGO: MNDT  
 OO1511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1511
 OO1511  HISTORY     - Date     Condition        Report By
 OO1511  HISTORY     - 1975     MONUMENTED       MNDT
 OO1511
 OO1511                          STATION DESCRIPTION
 OO1511
 OO1511'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO1511'1.2 MI WEST FROM FOUNTAIN.
 OO1511'THE MARK IS LOCATED ABOUT 1-1/4 MILES WEST OF THE TOWN OF FOUNTAIN, IN
 OO1511'THE NE 1/4 OF SECTION 16, T103N, R11W, 1.2 MILES WEST ALONG TRUNK
 OO1511'HIGHWAY 80 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AT THE SOUTH EDGE
 OO1511'OF FOUNTAIN THENCE ABOUT 300 FEET SOUTH ALONG A TOWNSHIP ROAD, 42 FEET
 OO1511'EAST OF THE CENTER OF THE TOWNSHIP ROAD, 3.0 FEET SOUTHWEST OF A
 OO1511'CORNER FENCE POST, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OO1511'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OO1511'STAMPED---2318 K 1975---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 OO1511'9.5 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT PROJECTS 0.2 FOOT
 OO1511'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 OO1511'THE TOWNSHIP ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1513 ***********************************************************************
 OO1513  DESIGNATION -  2318 M
 OO1513  PID         -  OO1513
 OO1513  STATE/COUNTY-  MN/FILLMORE
 OO1513  COUNTRY     -  US
 OO1513  USGS QUAD   -  FOUNTAIN (1965)
 OO1513
 OO1513                         *CURRENT SURVEY CONTROL
 OO1513  ______________________________________________________________________
 OO1513* NAD 83(1986) POSITION- 43 44 08.     (N) 092 08 22.     (W)   SCALED    
 OO1513* NAVD 88 ORTHO HEIGHT -   391.716  (meters)    1285.15  (feet) ADJUSTED  
 OO1513  ______________________________________________________________________
 OO1513  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 OO1513  DYNAMIC HEIGHT  -        391.630 (meters)     1284.87  (feet) COMP
 OO1513  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 OO1513
 OO1513  VERT ORDER      -  SECOND    CLASS I
 OO1513
 OO1513.The horizontal coordinates were scaled from a topographic map and have
 OO1513.an estimated accuracy of +/- 6 seconds.
 OO1513.
 OO1513.The orthometric height was determined by differential leveling and
 OO1513.adjusted in June 1991.
 OO1513
 OO1513.The dynamic height is computed by dividing the NAVD 88
 OO1513.geopotential number by the normal gravity value computed on the
 OO1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1513.degrees latitude (g = 980.6199 gals.).
 OO1513
 OO1513.The modeled gravity was interpolated from observed gravity values.
 OO1513
 OO1513;                    North         East    Units  Estimated Accuracy
 OO1513;SPC MN S     -   183,440.      949,880.      MT  (+/- 180 meters Scaled)
 OO1513
 OO1513                          SUPERSEDED SURVEY CONTROL
 OO1513
 OO1513.No superseded survey control is available for this station.
 OO1513
 OO1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ693428(NAD 83)
 OO1513
 OO1513_MARKER: DB = BENCH MARK DISK
 OO1513_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO1513_SP_SET: CATCH BASIN
 OO1513_STAMPING: 2318 M 1975
 OO1513_MARK LOGO: MNDT  
 OO1513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1513+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1991
 OO1513
 OO1513  HISTORY     - Date     Condition        Report By
 OO1513  HISTORY     - 1975     MONUMENTED       MNDT
 OO1513  HISTORY     - 19910613 GOOD             MNDT
 OO1513
 OO1513                          STATION DESCRIPTION
 OO1513
 OO1513'DESCRIBED BY MN DEPT OF TRANSP 1975
 OO1513'IN FOUNTAIN.
 OO1513'THE MARK IS LOCATED AT THE WEST EDGE OF THE TOWN OF FOUNTAIN, IN THE
 OO1513'SW 1/4 OF SECTION 10, T103N, R11W, AT THE JUNCTION OF TRUNK HIGHWAY 52
 OO1513'AND TRUNK HIGHWAY 80, 51.5 FEET WEST OF THE CENTERLINE OF TRUNK
 OO1513'HIGHWAY 52, 117 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 80 AT
 OO1513'ENGINEERS STATION 799+19, 36.5 FEET SOUTHEAST OF THE NORTH LEG OF
 OO1513'TRUNK HIGHWAY 80, 35 FEET NORTHEAST OF A POWER POLE, 3 FEET WEST OF
 OO1513'THE CENTER OF A LARGE CATCH BASIN, AND 1.5 FEET EAST OF A STEEL
 OO1513'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 OO1513'DISK STAMPED---2318 M 1975---, IS SET FLUSH IN A DRILL HOLE IN THE TOP
 OO1513'OF A LARGE CONCRETE CATCH BASIN.
 OO1513
 OO1513                          STATION RECOVERY (1991)
 OO1513
 OO1513'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1513'0.25 MI (0.40 KM) SOUTHWEST OF FOUNTAIN, AT THE JUNCTION OF TH-52 AND
 OO1513'TH-80, IN THE SOUTHWEST 1/4 OF SECTION 10, T103N, R11W,
 OO1513' 
 OO1513'51.5 FT (15.7 M) WEST OF AND 2.0 FT (0.6 M) LOWER THAN CENTERLINE OF
 OO1513'TH-52 AT MILEPOST 24.85, 37.0 FT (11.3 M) SOUTH-SOUTHEAST OF THE
 OO1513'CENTERLINE WEST-BOUND TH-80, 68.9 FT (21.0 M) NORTHEAST OF A POWER
 OO1513'POLE, 3.0 FT (0.9 M) WEST OF CENTER OF CATCH BASIN, 1.3 FT (0.4 M)
 OO1513'EAST OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1512 ***********************************************************************
 OO1512  CBN         -  This is a Cooperative Base Network Control Station.
 OO1512  DESIGNATION -  2318 Q
 OO1512  PID         -  OO1512
 OO1512  STATE/COUNTY-  MN/FILLMORE
 OO1512  COUNTRY     -  US
 OO1512  USGS QUAD   -  FOUNTAIN (1965)
 OO1512
 OO1512                         *CURRENT SURVEY CONTROL
 OO1512  ______________________________________________________________________
 OO1512* NAD 83(2007) POSITION- 43 43 22.76967(N) 092 10 46.22175(W)   ADJUSTED  
 OO1512* NAD 83(2007) ELLIP HT-   365.663 (meters)        (02/10/07)   ADJUSTED
 OO1512* NAD 83(2007) EPOCH   -  2002.00
 OO1512* NAVD 88 ORTHO HEIGHT -   395.776  (meters)    1298.48  (feet) ADJUSTED  
 OO1512  ______________________________________________________________________
 OO1512  NAD 83(2007) X  -   -175,588.843 (meters)                     COMP
 OO1512  NAD 83(2007) Y  - -4,613,727.338 (meters)                     COMP
 OO1512  NAD 83(2007) Z  -  4,386,152.711 (meters)                     COMP
 OO1512  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 OO1512  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 OO1512  DYNAMIC HEIGHT  -        395.688 (meters)     1298.19  (feet) COMP
 OO1512  MODELED GRAVITY -    980,386.4   (mgal)                       NAVD 88
 OO1512
 OO1512  VERT ORDER      -  SECOND    CLASS I
 OO1512
 OO1512  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1512  Type                                         Horiz  Ellip  Dist(km)
 OO1512  -------------------------------------------------------------------
 OO1512  NETWORK                                       0.43   0.74
 OO1512  -------------------------------------------------------------------
 OO1512  MEDIAN LOCAL ACCURACY AND DIST (027 points)   0.57   0.96     42.77
 OO1512  -------------------------------------------------------------------
 OO1512  NOTE: Click here for information on individual local accuracy
 OO1512  values and other accuracy information.
 OO1512
 OO1512
 OO1512.The horizontal coordinates were established by GPS observations
 OO1512.and adjusted by the National Geodetic Survey in February 2007.
 OO1512
 OO1512.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1512.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1512
 OO1512.The horizontal coordinates are valid at the epoch date displayed above
 OO1512.which is a decimal equivalence of Year/Month/Day.
 OO1512
 OO1512.The orthometric height was determined by differential leveling and
 OO1512.adjusted in June 1991.
 OO1512
 OO1512.Photographs are available for this station.
 OO1512
 OO1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1512
 OO1512.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1512
 OO1512.The ellipsoidal height was determined by GPS observations
 OO1512.and is referenced to NAD 83.
 OO1512
 OO1512.The dynamic height is computed by dividing the NAVD 88
 OO1512.geopotential number by the normal gravity value computed on the
 OO1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1512.degrees latitude (g = 980.6199 gals.).
 OO1512
 OO1512.The modeled gravity was interpolated from observed gravity values.
 OO1512
 OO1512. The following values were computed from the NAD 83(2007) position.
 OO1512
 OO1512;                    North         East     Units Scale Factor Converg.
 OO1512;SPC MN S     -   181,967.659   946,682.391   MT  1.00001362   +1 16 33.7
 OO1512;SPC MN S     -   597,005.56  3,105,907.14   sFT  1.00001362   +1 16 33.7
 OO1512;UTM  15      - 4,841,433.947   566,087.762   MT  0.99965372   +0 34 01.6
 OO1512
 OO1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1512!SPC MN S     -   0.99994266  x   1.00001362  =   0.99995628
 OO1512!UTM  15      -   0.99994266  x   0.99965372  =   0.99959640
 OO1512
 OO1512                          SUPERSEDED SURVEY CONTROL
 OO1512
 OO1512  NAD 83(1996)-  43 43 22.76915(N)    092 10 46.22097(W) AD(       ) B
 OO1512  ELLIP H (01/15/97)  365.722  (m)                       GP(       ) 4 1
 OO1512  NAVD 88 (01/15/97)  395.78   (m)         1298.5    (f) LEVELING    3  
 OO1512
 OO1512.Superseded values are not recommended for survey control.
 OO1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1512.See file dsdata.txt to determine how the superseded data were derived.
 OO1512
 OO1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6608741433(NAD 83)
 OO1512
 OO1512_MARKER: DV = VERTICAL CONTROL DISK
 OO1512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1512_SP_SET: COPPER-CLAD STEEL ROD
 OO1512_STAMPING: 2318 Q 1983
 OO1512_MARK LOGO: MNDT  
 OO1512_PROJECTION: FLUSH
 OO1512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1512+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 OO1512_ROD/PIPE-DEPTH:  6.7 meters
 OO1512
 OO1512  HISTORY     - Date     Condition        Report By
 OO1512  HISTORY     - 1983     MONUMENTED       MNDT
 OO1512  HISTORY     - 19950502 GOOD             MNDT
 OO1512  HISTORY     - 20030501 GOOD             MNDT
 OO1512  HISTORY     - 20040823 GOOD             MNDT
 OO1512
 OO1512                          STATION DESCRIPTION
 OO1512
 OO1512'DESCRIBED BY MN DEPT OF TRANSP 1983
 OO1512'2.3 MI WEST FROM FOUNTAIN.
 OO1512'THE MARK IS LOCATED ABOUT 2-1/3 MILES WEST OF THE TOWN OF FOUNTAIN, IN
 OO1512'THE SW 1/4 OF SECTION 17, T103N, R11W, 2.3 MILES WEST ALONG TRUNK
 OO1512'HIGHWAY 80 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AT THE SOUTH EDGE
 OO1512'OF FOUNTAIN, 72.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 80, 34
 OO1512'FEET WEST OF THE CENTER OF AN ENTRANCE, 2.5 FEET NORTH OF A STEEL
 OO1512'CORNER FENCE POST, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OO1512'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OO1512'STAMPED---2318 Q 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 OO1512'22 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT PROJECTS 0.2 FOOT ABOVE
 OO1512'THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET ABOVE THE LEVEL OF TRUNK
 OO1512'HIGHWAY 80.
 OO1512
 OO1512                          STATION RECOVERY (1995)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 OO1512'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO1512'THE MARK IS LOCATED ABOUT 2-1/4 MI WEST OF THE TOWN OF FOUNTAIN IN THE
 OO1512'SW 1/4 OF SECTION 17, T103N, R11W.  TO REACH THE MARK FROM THE JCT OF
 OO1512'TH 80 AND TH 52 IN FOUNTAIN, GO WEST FOR 2.3 MI (3.7 KM) ALONG TH 80
 OO1512'TO TH 80 MP 6.15 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A
 OO1512'DRIVEN COPPER CLAD ROD, IS 72.5 FT (22.1 M) SSE OF TH 80, 34 FT (10.4
 OO1512'M) WSW OF AN ENT, 2.5 FT (0.8 M) NORTH OF A COR OF A FENCE POST, 8.0
 OO1512'FT (2.4 M) ENE OF A CABLE MARKER POST, AND 1.0 FT (0.3 M) NORTH OF A
 OO1512'WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY
 OO1512'M.P.P.
 OO1512
 OO1512                          STATION RECOVERY (2003)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 OO1512'2.3 MILES WEST OF FOUNTAIN, 2.3 MILES WEST OF JUNCTION OF TRUNK
 OO1512'HIGHWAY 80 AND TRUNK HIGHWAY 52, 72.5 FEET SOUTH-SOUTHEAST OF TRUNK
 OO1512'HIGHWAY 80, AT TRUNK HIGHWAY 80 MILEPOINT 6.15, 34 FEET WEST-SOUTHWEST
 OO1512'OF ENTRANCE, 8 FEET EAST-NORTHEAST OF CABLE MARKER POST, 2.5 FEET
 OO1512'NORTH OF CORNER OF FENCE POST, 1.0 FEET NORTH OF WITNESS POST
 OO1512
 OO1512                          STATION RECOVERY (2004)
 OO1512
 OO1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OO1512'2.3 MILES WEST OF FOUNTAIN, 2.3 MILES WEST OF JUNCTION OF TRUNK
 OO1512'HIGHWAY 80 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 80 MILEPOINT 6.15.
 OO1512'72.5 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 80, , 34 FEET
 OO1512'WEST-SOUTHWEST OF ENTRANCE, 8.0 FEET EAST-NORTHEAST OF CABLE MARKER
 OO1512'POST, 2.5 FEET NORTH OF CORNER OF FENCE POST, 1.0 FEET NORTH OF
 OO1512'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8060 ***********************************************************************
 AE8060  DESIGNATION -  2320 A
 AE8060  PID         -  AE8060
 AE8060  STATE/COUNTY-  MN/FILLMORE
 AE8060  COUNTRY     -  US
 AE8060  USGS QUAD   -  CHERRY GROVE (1965)
 AE8060
 AE8060                         *CURRENT SURVEY CONTROL
 AE8060  ______________________________________________________________________
 AE8060* NAD 83(1986) POSITION- 43 32 36.     (N) 092 20 57.     (W)   SCALED    
 AE8060* NAVD 88 ORTHO HEIGHT -   407.020  (meters)    1335.36  (feet) ADJUSTED  
 AE8060  ______________________________________________________________________
 AE8060  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 AE8060  DYNAMIC HEIGHT  -        406.916 (meters)     1335.02  (feet) COMP
 AE8060  MODELED GRAVITY -    980,351.9   (mgal)                       NAVD 88
 AE8060
 AE8060  VERT ORDER      -  SECOND    CLASS I
 AE8060
 AE8060.The horizontal coordinates were scaled from a topographic map and have
 AE8060.an estimated accuracy of +/- 6 seconds.
 AE8060.
 AE8060.The orthometric height was determined by differential leveling and
 AE8060.adjusted in November 1998.
 AE8060
 AE8060.Photographs are available for this station.
 AE8060
 AE8060.The dynamic height is computed by dividing the NAVD 88
 AE8060.geopotential number by the normal gravity value computed on the
 AE8060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8060.degrees latitude (g = 980.6199 gals.).
 AE8060
 AE8060.The modeled gravity was interpolated from observed gravity values.
 AE8060
 AE8060;                    North         East    Units  Estimated Accuracy
 AE8060;SPC MN S     -   161,720.      933,420.      MT  (+/- 180 meters Scaled)
 AE8060
 AE8060                          SUPERSEDED SURVEY CONTROL
 AE8060
 AE8060.No superseded survey control is available for this station.
 AE8060
 AE8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ525213(NAD 83)
 AE8060
 AE8060_MARKER: DV = VERTICAL CONTROL DISK
 AE8060_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8060_STAMPING: 2320 A 1981
 AE8060_MARK LOGO: MNDT  
 AE8060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8060+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 AE8060
 AE8060  HISTORY     - Date     Condition        Report By
 AE8060  HISTORY     - 1981     MONUMENTED       MNDT
 AE8060  HISTORY     - 19910926 GOOD             MNDT
 AE8060
 AE8060                          STATION DESCRIPTION
 AE8060
 AE8060'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8060'MARK WAS RECOVERED IN GOOD CONDITION ABOUT 10 MILES (16.1 KM) SSE OF
 AE8060'SPRING VALLEY, IN THE NW 1/4 OF SECTION 24, T101N, R13W, 1.05 MILES
 AE8060'(1.69 KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, ON COUNTY ROAD
 AE8060'RIGHT OF WAY, AT MILEPOINT 1.05.  THE MARK IS 300.0 FT (91.4 M) SOUTH
 AE8060'OF THE CENTERLINE OF TH 44, 29.5 FT (9.0 M) EAST OF AND ABOUT 3.0 FT
 AE8060'(0.9 M) LOWER THAN THE CENTER OF A GRAVEL ROAD, 1.7 FT (0.5 M) NNE OF
 AE8060'A POWER POLE, 1.3 FT (0.4 M) NORTH OF A STEEL WITNESS POST, AND FLUSH
 AE8060'WITH THE GROUND.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8061 ***********************************************************************
 AE8061  DESIGNATION -  2320 B
 AE8061  PID         -  AE8061
 AE8061  STATE/COUNTY-  MN/FILLMORE
 AE8061  COUNTRY     -  US
 AE8061  USGS QUAD   -  CHERRY GROVE (1965)
 AE8061
 AE8061                         *CURRENT SURVEY CONTROL
 AE8061  ______________________________________________________________________
 AE8061* NAD 83(1986) POSITION- 43 32 38.     (N) 092 20 11.     (W)   SCALED    
 AE8061* NAVD 88 ORTHO HEIGHT -   404.924  (meters)    1328.49  (feet) ADJUSTED  
 AE8061  ______________________________________________________________________
 AE8061  GEOID HEIGHT    -        -30.24  (meters)                     GEOID09
 AE8061  DYNAMIC HEIGHT  -        404.820 (meters)     1328.15  (feet) COMP
 AE8061  MODELED GRAVITY -    980,352.1   (mgal)                       NAVD 88
 AE8061
 AE8061  VERT ORDER      -  SECOND    CLASS I
 AE8061
 AE8061.The horizontal coordinates were scaled from a topographic map and have
 AE8061.an estimated accuracy of +/- 6 seconds.
 AE8061.
 AE8061.The orthometric height was determined by differential leveling and
 AE8061.adjusted in November 1998.
 AE8061
 AE8061.The dynamic height is computed by dividing the NAVD 88
 AE8061.geopotential number by the normal gravity value computed on the
 AE8061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8061.degrees latitude (g = 980.6199 gals.).
 AE8061
 AE8061.The modeled gravity was interpolated from observed gravity values.
 AE8061
 AE8061;                    North         East    Units  Estimated Accuracy
 AE8061;SPC MN S     -   161,800.      934,450.      MT  (+/- 180 meters Scaled)
 AE8061
 AE8061                          SUPERSEDED SURVEY CONTROL
 AE8061
 AE8061.No superseded survey control is available for this station.
 AE8061
 AE8061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ536214(NAD 83)
 AE8061
 AE8061_MARKER: DV = VERTICAL CONTROL DISK
 AE8061_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8061_SP_SET: BRIDGE ABUTMENT
 AE8061_STAMPING: 2320 B 1981
 AE8061_MARK LOGO: MNDT  
 AE8061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8061+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 AE8061
 AE8061  HISTORY     - Date     Condition        Report By
 AE8061  HISTORY     - 1981     MONUMENTED       MNDT
 AE8061  HISTORY     - 19910926 GOOD             MNDT
 AE8061
 AE8061                          STATION DESCRIPTION
 AE8061
 AE8061'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8061'MARK WAS RECOVERED IN GOOD CONDITION ABOUT 10 MILES (16.1 KM) SSE OF
 AE8061'SPRING VALLEY, IN THE NW 1/4 OF SECTION 24, T101N, R13W, IN THE SE
 AE8061'CORNER OF BRIDGE 99932, 1.7 MILES (2.7 KM) EAST ALONG TH 44 FROM ITS
 AE8061'JCT WITH TH 63, AT MP 1.7. THE MARK IS 14.5 FT (4.4 M) SOUTH OF AND
 AE8061'ABOUT LEVEL WITH THE CENTERLINE OF TH 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8062 ***********************************************************************
 AE8062  DESIGNATION -  2320 C
 AE8062  PID         -  AE8062
 AE8062  STATE/COUNTY-  MN/FILLMORE
 AE8062  COUNTRY     -  US
 AE8062  USGS QUAD   -  CHERRY GROVE (1965)
 AE8062
 AE8062                         *CURRENT SURVEY CONTROL
 AE8062  ______________________________________________________________________
 AE8062* NAD 83(1986) POSITION- 43 32 39.     (N) 092 19 45.     (W)   SCALED    
 AE8062* NAVD 88 ORTHO HEIGHT -   407.019  (meters)    1335.36  (feet) ADJUSTED  
 AE8062  ______________________________________________________________________
 AE8062  GEOID HEIGHT    -        -30.25  (meters)                     GEOID09
 AE8062  DYNAMIC HEIGHT  -        406.915 (meters)     1335.02  (feet) COMP
 AE8062  MODELED GRAVITY -    980,352.2   (mgal)                       NAVD 88
 AE8062
 AE8062  VERT ORDER      -  SECOND    CLASS I
 AE8062
 AE8062.The horizontal coordinates were scaled from a topographic map and have
 AE8062.an estimated accuracy of +/- 6 seconds.
 AE8062.
 AE8062.The orthometric height was determined by differential leveling and
 AE8062.adjusted in November 1998.
 AE8062
 AE8062.Photographs are available for this station.
 AE8062
 AE8062.The dynamic height is computed by dividing the NAVD 88
 AE8062.geopotential number by the normal gravity value computed on the
 AE8062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8062.degrees latitude (g = 980.6199 gals.).
 AE8062
 AE8062.The modeled gravity was interpolated from observed gravity values.
 AE8062
 AE8062;                    North         East    Units  Estimated Accuracy
 AE8062;SPC MN S     -   161,850.      935,030.      MT  (+/- 180 meters Scaled)
 AE8062
 AE8062                          SUPERSEDED SURVEY CONTROL
 AE8062
 AE8062.No superseded survey control is available for this station.
 AE8062
 AE8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ541214(NAD 83)
 AE8062
 AE8062_MARKER: DV = VERTICAL CONTROL DISK
 AE8062_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8062_STAMPING: 2320 C 1981
 AE8062_MARK LOGO: MNDT  
 AE8062_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8062+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 AE8062
 AE8062  HISTORY     - Date     Condition        Report By
 AE8062  HISTORY     - 1981     MONUMENTED       MNDT
 AE8062  HISTORY     - 19910926 GOOD             MNDT
 AE8062
 AE8062                          STATION DESCRIPTION
 AE8062
 AE8062'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8062'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 10.5 MILES (16.9 KM)
 AE8062'SSE OF SPRING VALLEY, IN THE SW 1/4 OF SECTION 18, T101N, R12W, 2.05
 AE8062'MILES (3.30 KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, ON COUNTY
 AE8062'ROAD RIGHT OF WAY, AT MP 2.05.  THE MARK IS 99.5 FT (30.3 M) NORTH OF
 AE8062'THE CENTERLINE OF TH 44, 46.5 FT (14.2 M) EAST OF AND ABOUT 1.0 FT
 AE8062'(0.3 M) LOWER THAN THE CENTER OF COUNTY ROAD 114, 59.2 FT (18.0 M)
 AE8062'NORTH OF A POWER POLE, 1.1 FT (0.3 M) SE OF A STEEL WITNESS POST, AND
 AE8062'FLUSH WITH THE GROUND.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8063 ***********************************************************************
 AE8063  DESIGNATION -  2320 D
 AE8063  PID         -  AE8063
 AE8063  STATE/COUNTY-  MN/FILLMORE
 AE8063  COUNTRY     -  US
 AE8063  USGS QUAD   -  CHERRY GROVE (1965)
 AE8063
 AE8063                         *CURRENT SURVEY CONTROL
 AE8063  ______________________________________________________________________
 AE8063* NAD 83(1986) POSITION- 43 32 35.3    (N) 092 18 33.8    (W)   HD_HELD2  
 AE8063* NAVD 88 ORTHO HEIGHT -   402.929  (meters)    1321.94  (feet) ADJUSTED  
 AE8063  ______________________________________________________________________
 AE8063  GEOID HEIGHT    -        -30.26  (meters)                     GEOID09
 AE8063  DYNAMIC HEIGHT  -        402.827 (meters)     1321.61  (feet) COMP
 AE8063  MODELED GRAVITY -    980,352.9   (mgal)                       NAVD 88
 AE8063
 AE8063  VERT ORDER      -  SECOND    CLASS I
 AE8063
 AE8063.The horizontal coordinates were established by autonomous hand held GPS
 AE8063.observations and have an estimated accuracy of +/- 10 meters.
 AE8063.
 AE8063.The orthometric height was determined by differential leveling and
 AE8063.adjusted in November 1998.
 AE8063
 AE8063.Photographs are available for this station.
 AE8063
 AE8063.The dynamic height is computed by dividing the NAVD 88
 AE8063.geopotential number by the normal gravity value computed on the
 AE8063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8063.degrees latitude (g = 980.6199 gals.).
 AE8063
 AE8063.The modeled gravity was interpolated from observed gravity values.
 AE8063
 AE8063;                    North         East    Units  Estimated Accuracy
 AE8063;SPC MN S     -   161,764.      936,632.      MT  (+/- 10 meters HH2 GPS)
 AE8063
 AE8063                          SUPERSEDED SURVEY CONTROL
 AE8063
 AE8063.No superseded survey control is available for this station.
 AE8063
 AE8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5579221363(NAD 83)
 AE8063
 AE8063_MARKER: DV = VERTICAL CONTROL DISK
 AE8063_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8063_STAMPING: 2320 D 1981
 AE8063_MARK LOGO: MNDT  
 AE8063_PROJECTION: FLUSH
 AE8063_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8063+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 AE8063_ROD/PIPE-DEPTH:  3.1 meters
 AE8063
 AE8063  HISTORY     - Date     Condition        Report By
 AE8063  HISTORY     - 1981     MONUMENTED       MNDT
 AE8063  HISTORY     - 19910926 GOOD             MNDT
 AE8063
 AE8063                          STATION DESCRIPTION
 AE8063
 AE8063'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8063'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 11 MILES (17.7 KM) SE
 AE8063'OF SPRING VALLEY, IN THE NW 1/4 OF SECTION 20, T101N, R12W, 3.05 MILES
 AE8063'(4.91 KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, AT MP 3.05. THE
 AE8063'MARK IS 350.0 FT (106.7 M) SOUTH OF THE CENTERLINE OF TH 44, 34.0 FT
 AE8063'(10.4 M) EAST OF AND ABOUT 2.0 FT (0.6 M) LOWER THAN THE CENTER OF A
 AE8063'GRAVEL ROAD, 2.0 FT (0.6 M) NORTH OF A POWER POLE, 0.8 FT (24.4 CM)
 AE8063'NORTH OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8064 ***********************************************************************
 AE8064  DESIGNATION -  2320 D 1
 AE8064  PID         -  AE8064
 AE8064  STATE/COUNTY-  MN/FILLMORE
 AE8064  COUNTRY     -  US
 AE8064  USGS QUAD   -  CHERRY GROVE (1965)
 AE8064
 AE8064                         *CURRENT SURVEY CONTROL
 AE8064  ______________________________________________________________________
 AE8064* NAD 83(1986) POSITION- 43 32 26.     (N) 092 18 33.     (W)   SCALED    
 AE8064* NAVD 88 ORTHO HEIGHT -   401.591  (meters)    1317.55  (feet) ADJUSTED  
 AE8064  ______________________________________________________________________
 AE8064  GEOID HEIGHT    -        -30.27  (meters)                     GEOID09
 AE8064  DYNAMIC HEIGHT  -        401.489 (meters)     1317.22  (feet) COMP
 AE8064  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 AE8064
 AE8064  VERT ORDER      -  SECOND    CLASS I
 AE8064
 AE8064.The horizontal coordinates were scaled from a topographic map and have
 AE8064.an estimated accuracy of +/- 6 seconds.
 AE8064.
 AE8064.The orthometric height was determined by differential leveling and
 AE8064.adjusted in November 1998.
 AE8064
 AE8064.The dynamic height is computed by dividing the NAVD 88
 AE8064.geopotential number by the normal gravity value computed on the
 AE8064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8064.degrees latitude (g = 980.6199 gals.).
 AE8064
 AE8064.The modeled gravity was interpolated from observed gravity values.
 AE8064
 AE8064;                    North         East    Units  Estimated Accuracy
 AE8064;SPC MN S     -   161,480.      936,660.      MT  (+/- 180 meters Scaled)
 AE8064
 AE8064                          SUPERSEDED SURVEY CONTROL
 AE8064
 AE8064.No superseded survey control is available for this station.
 AE8064
 AE8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ558210(NAD 83)
 AE8064
 AE8064_MARKER: DV = VERTICAL CONTROL DISK
 AE8064_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8064_SP_SET: BRIDGE ABUTMENT
 AE8064_STAMPING: 2320 D 1 1981
 AE8064_MARK LOGO: MNDT  
 AE8064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8064+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1991
 AE8064
 AE8064  HISTORY     - Date     Condition        Report By
 AE8064  HISTORY     - 1981     MONUMENTED       MNDT
 AE8064  HISTORY     - 19910926 GOOD             MNDT
 AE8064
 AE8064                          STATION DESCRIPTION
 AE8064
 AE8064'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8064'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 11.25 MILES (18.10 KM)
 AE8064'SE OF SPRING VALLEY, IN THE NW 1/4 OF SECTION 20, T101N, R12W, 3.05
 AE8064'MILES (4.91 KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, THEN 0.25
 AE8064'MILES (0.40 KM) SOUTH ON COUNTY ROAD 5, IN THE SE CORNER OF A COUNTY
 AE8064'ROAD BRIDGE OVER A CREEK.  THE MARK IS 11.5 FT (3.5 M) EAST OF AND
 AE8064'ABOUT 0.5 FT (15.2 CM) LOWER THAN THE CENTER OF THE ROAD (GRAVEL).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1282 ***********************************************************************
 OO1282  DESIGNATION -  2320 F
 OO1282  PID         -  OO1282
 OO1282  STATE/COUNTY-  MN/FILLMORE
 OO1282  COUNTRY     -  US
 OO1282  USGS QUAD   -  CHERRY GROVE (1965)
 OO1282
 OO1282                         *CURRENT SURVEY CONTROL
 OO1282  ______________________________________________________________________
 OO1282* NAD 83(1996) POSITION- 43 32 36.23925(N) 092 16 10.32723(W)   NO CHECK  
 OO1282* NAVD 88 ORTHO HEIGHT -   408.665  (meters)    1340.76  (feet) ADJUSTED  
 OO1282  ______________________________________________________________________
 OO1282  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC09
 OO1282  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 OO1282  DYNAMIC HEIGHT  -        408.562 (meters)     1340.42  (feet) COMP
 OO1282  MODELED GRAVITY -    980,354.4   (mgal)                       NAVD 88
 OO1282
 OO1282  HORZ ORDER      -  SECOND
 OO1282  VERT ORDER      -  SECOND    CLASS I
 OO1282
 OO1282.The horizontal coordinates were established by classical geodetic methods
 OO1282.and adjusted by the National Geodetic Survey in March 1999.
 OO1282.
 OO1282.No horizontal observational check was made to the station.
 OO1282.
 OO1282.The orthometric height was determined by differential leveling and
 OO1282.adjusted in November 1998.
 OO1282
 OO1282.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1282
 OO1282.The dynamic height is computed by dividing the NAVD 88
 OO1282.geopotential number by the normal gravity value computed on the
 OO1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1282.degrees latitude (g = 980.6199 gals.).
 OO1282
 OO1282.The modeled gravity was interpolated from observed gravity values.
 OO1282
 OO1282. The following values were computed from the NAD 83(1996) position.
 OO1282
 OO1282;                    North         East     Units Scale Factor Converg.
 OO1282;SPC IA N     - 1,227,711.899 1,599,447.271   MT  1.00006232   +0 50 02.2
 OO1282;SPC IA N     - 4,027,918.12  5,247,519.92   sFT  1.00006232   +0 50 02.2
 OO1282;SPC MN S     -   161,860.288   939,851.978   MT  1.00006061   +1 12 46.6
 OO1282;SPC MN S     -   531,036.63  3,083,497.70   sFT  1.00006061   +1 12 46.6
 OO1282;UTM  15      - 4,821,420.448   559,011.693   MT  0.99964283   +0 30 11.6
 OO1282
 OO1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1282!SPC IA N     -   0.99994067  x   1.00006232  =   1.00000299
 OO1282!SPC MN S     -   0.99994067  x   1.00006061  =   1.00000128
 OO1282!UTM  15      -   0.99994067  x   0.99964283  =   0.99958352
 OO1282
 OO1282                          SUPERSEDED SURVEY CONTROL
 OO1282
 OO1282  NAD 83(1986)-  43 32 36.23016(N)    092 16 10.32296(W) AD(       ) 2
 OO1282  NGVD 29 (03/28/90)  408.7    (m)         1341.     (f) VERT ANG       
 OO1282
 OO1282.Superseded values are not recommended for survey control.
 OO1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1282.See file dsdata.txt to determine how the superseded data were derived.
 OO1282
 OO1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5901121420(NAD 83)
 OO1282
 OO1282_MARKER: DV = VERTICAL CONTROL DISK
 OO1282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1282_STAMPING: 2320 F 1981
 OO1282_MARK LOGO: MNDT  
 OO1282_PROJECTION: FLUSH
 OO1282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1282+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 OO1282_ROD/PIPE-DEPTH:  3.1 meters
 OO1282
 OO1282  HISTORY     - Date     Condition        Report By
 OO1282  HISTORY     - 1981     MONUMENTED       MNDT
 OO1282  HISTORY     - 19910827 GOOD             MNDT
 OO1282
 OO1282                          STATION DESCRIPTION
 OO1282
 OO1282'DESCRIBED BY MN DEPT OF TRANSP 1981 (DKH)
 OO1282'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF THE TOWN OF SPRING
 OO1282'VALLEY AND ABOUT 12 MILES WEST OF THE TOWN OF HARMONY, IN THE NE 1/4
 OO1282'OF SECTION 21, T101N, R12W, ON THE WEST RIGHT-OF-WAY OF COUNTY ROAD 5.
 OO1282'
 OO1282'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 OO1282'HIGHWAY 63, ABOUT 10 MILES SOUTH OF SPRING VALLEY, GO EAST ON TRUNK
 OO1282'HIGHWAY 44 FOR 5.0 MILES TO A CROSSROAD AND THE STATION IN THE
 OO1282'SOUTHWEST QUADRANT OF THE INTERSECTION.
 OO1282'
 OO1282'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OO1282'STAMPED---2320 F 1981---, IS CRIMPED ON THE TOP OF A DRIVEN ALUMINUM
 OO1282'ROD THAT IS IN THE CENTER OF A 8 INCH ROUND DRAIN TILE THAT IS FLUSH
 OO1282'WITH THE SURFACE OF THE GROUND.  THE MARK IS ABOUT 250 FEET SOUTH OF
 OO1282'THE CENTERLINE OF TRUNK HIGHWAY 44, 50 FEET WEST OF THE CENTERLINE OF
 OO1282'COUNTY ROAD 5, 18.4 FEET WEST-NORTHWEST OF A POWER POLE, AND 0.7 FOOT
 OO1282'EAST OF A STEEL WITNESS POST.
 OO1282'
 OO1282'THIS STATION IS AN AZIMUTH MARK FOR STATION YORK MNDT.
 OO1282
 OO1282                          STATION RECOVERY (1991)
 OO1282
 OO1282'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1282'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 13 MILES (20.9 KM) WEST
 OO1282'OF HARMONY, IN THE NE 1/4 OF SECTION 21, T101N, R12W, 5.05 MILES (8.13
 OO1282'KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, AT MILEPOINT 5.05, ON
 OO1282'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 220.0 FT (67.1 M) SOUTH OF THE
 OO1282'CENTERLINE OF TH 44, 50.5 FT (15.4 M) WEST OF AND 0.5 FT (15.2 CM)
 OO1282'HIGHER THAN THE CENTER OF COUNTY ROAD 5, 18.4 FT (5.6 M) NW OF A POWER
 OO1282'POLE, 0.65 FT (19.81 CM) EAST OF A STEEL WITNESS POST, AND FLUSH WITH
 OO1282'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8066 ***********************************************************************
 AE8066  DESIGNATION -  2320 G
 AE8066  PID         -  AE8066
 AE8066  STATE/COUNTY-  MN/FILLMORE
 AE8066  COUNTRY     -  US
 AE8066  USGS QUAD   -  GREENLEAFTON (1965)
 AE8066
 AE8066                         *CURRENT SURVEY CONTROL
 AE8066  ______________________________________________________________________
 AE8066* NAD 83(1986) POSITION- 43 32 40.     (N) 092 14 57.     (W)   SCALED    
 AE8066* NAVD 88 ORTHO HEIGHT -   406.996  (meters)    1335.29  (feet) ADJUSTED  
 AE8066  ______________________________________________________________________
 AE8066  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 AE8066  DYNAMIC HEIGHT  -        406.893 (meters)     1334.95  (feet) COMP
 AE8066  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 AE8066
 AE8066  VERT ORDER      -  SECOND    CLASS I
 AE8066
 AE8066.The horizontal coordinates were scaled from a topographic map and have
 AE8066.an estimated accuracy of +/- 6 seconds.
 AE8066.
 AE8066.The orthometric height was determined by differential leveling and
 AE8066.adjusted in November 1998.
 AE8066
 AE8066.Photographs are available for this station.
 AE8066
 AE8066.The dynamic height is computed by dividing the NAVD 88
 AE8066.geopotential number by the normal gravity value computed on the
 AE8066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8066.degrees latitude (g = 980.6199 gals.).
 AE8066
 AE8066.The modeled gravity was interpolated from observed gravity values.
 AE8066
 AE8066;                    North         East    Units  Estimated Accuracy
 AE8066;SPC MN S     -   162,010.      941,500.      MT  (+/- 180 meters Scaled)
 AE8066
 AE8066                          SUPERSEDED SURVEY CONTROL
 AE8066
 AE8066.No superseded survey control is available for this station.
 AE8066
 AE8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ606215(NAD 83)
 AE8066
 AE8066_MARKER: DV = VERTICAL CONTROL DISK
 AE8066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8066_STAMPING: 2320 G 1981
 AE8066_MARK LOGO: MNDT  
 AE8066_PROJECTION: FLUSH
 AE8066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8066+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8066_ROD/PIPE-DEPTH:  3.1 meters
 AE8066
 AE8066  HISTORY     - Date     Condition        Report By
 AE8066  HISTORY     - 1981     MONUMENTED       MNDT
 AE8066  HISTORY     - 19910827 GOOD             MNDT
 AE8066
 AE8066                          STATION DESCRIPTION
 AE8066
 AE8066'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8066'MARK WAS RECOVERED IN GOOD CONDITION ABOUT 12 MILES (19.3 KM) WEST OF
 AE8066'HARMONY, IN THE SW 1/4 OF SECTION 14, T101N, R12W, 6.05 MILES (9.74
 AE8066'KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, AT MILEPOINT 6.05, ON
 AE8066'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 110.0 FT (33.5 M) NORTH OF AND
 AE8066'2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH 44, 40.5 FT (12.3 M)
 AE8066'EAST OF CENTER OF GRAVEL ROAD, 1.7 FT (0.5 M) WEST OF A FENCE LINE,
 AE8066'2.2 FT (0.7 M) SSE OF A POWER POLE, 1.6 FT (0.5 M) SOUTH OF A STEEL
 AE8066'WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8067 ***********************************************************************
 AE8067  DESIGNATION -  2320 H
 AE8067  PID         -  AE8067
 AE8067  STATE/COUNTY-  MN/FILLMORE
 AE8067  COUNTRY     -  US
 AE8067  USGS QUAD   -  GREENLEAFTON (1965)
 AE8067
 AE8067                         *CURRENT SURVEY CONTROL
 AE8067  ______________________________________________________________________
 AE8067* NAD 83(1986) POSITION- 43 32 37.     (N) 092 13 47.     (W)   SCALED    
 AE8067* NAVD 88 ORTHO HEIGHT -   405.033  (meters)    1328.85  (feet) ADJUSTED  
 AE8067  ______________________________________________________________________
 AE8067  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 AE8067  DYNAMIC HEIGHT  -        404.931 (meters)     1328.51  (feet) COMP
 AE8067  MODELED GRAVITY -    980,355.9   (mgal)                       NAVD 88
 AE8067
 AE8067  VERT ORDER      -  SECOND    CLASS I
 AE8067
 AE8067.The horizontal coordinates were scaled from a topographic map and have
 AE8067.an estimated accuracy of +/- 6 seconds.
 AE8067.
 AE8067.The orthometric height was determined by differential leveling and
 AE8067.adjusted in November 1998.
 AE8067
 AE8067.The dynamic height is computed by dividing the NAVD 88
 AE8067.geopotential number by the normal gravity value computed on the
 AE8067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8067.degrees latitude (g = 980.6199 gals.).
 AE8067
 AE8067.The modeled gravity was interpolated from observed gravity values.
 AE8067
 AE8067;                    North         East    Units  Estimated Accuracy
 AE8067;SPC MN S     -   161,950.      943,070.      MT  (+/- 180 meters Scaled)
 AE8067
 AE8067                          SUPERSEDED SURVEY CONTROL
 AE8067
 AE8067.No superseded survey control is available for this station.
 AE8067
 AE8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ622214(NAD 83)
 AE8067
 AE8067_MARKER: DV = VERTICAL CONTROL DISK
 AE8067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8067_STAMPING: 2320 H 1981
 AE8067_MARK LOGO: MNDT  
 AE8067_PROJECTION: FLUSH
 AE8067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8067+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8067_ROD/PIPE-DEPTH:  3.1 meters
 AE8067
 AE8067  HISTORY     - Date     Condition        Report By
 AE8067  HISTORY     - 1981     MONUMENTED       MNDT
 AE8067  HISTORY     - 19910827 GOOD             MNDT
 AE8067
 AE8067                          STATION DESCRIPTION
 AE8067
 AE8067'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8067'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 11 MILES (17.7 KM) WEST
 AE8067'OF HARMONY, IN THE NE 1/4 OF SECTION 23, T101N, R12W, 7.1 MILES (11.4
 AE8067'KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, AT MILEPOINT 7.1, ON
 AE8067'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 160.0 FT (48.8 M) SOUTH OF AND
 AE8067'ABOUT LEVEL WITH THE CENTERLINE OF TH 44, 39.0 FT (11.9 M) WEST OF
 AE8067'CENTER OF COUNTY ROAD 30, 0.9 FT (27.4 CM) EAST OF A FENCE LINE, 7.8
 AE8067'FT (2.4 M) WNW OF A POWER POLE, 0.9 FT (27.4 CM) NORTH OF A STEEL
 AE8067'WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8068 ***********************************************************************
 AE8068  DESIGNATION -  2320 J
 AE8068  PID         -  AE8068
 AE8068  STATE/COUNTY-  MN/FILLMORE
 AE8068  COUNTRY     -  US
 AE8068  USGS QUAD   -  GREENLEAFTON (1965)
 AE8068
 AE8068                         *CURRENT SURVEY CONTROL
 AE8068  ______________________________________________________________________
 AE8068* NAD 83(1986) POSITION- 43 32 40.6    (N) 092 12 34.6    (W)   HD_HELD2  
 AE8068* NAVD 88 ORTHO HEIGHT -   402.920  (meters)    1321.91  (feet) ADJUSTED  
 AE8068  ______________________________________________________________________
 AE8068  GEOID HEIGHT    -        -30.32  (meters)                     GEOID09
 AE8068  DYNAMIC HEIGHT  -        402.819 (meters)     1321.58  (feet) COMP
 AE8068  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 AE8068
 AE8068  VERT ORDER      -  SECOND    CLASS I
 AE8068
 AE8068.The horizontal coordinates were established by autonomous hand held GPS
 AE8068.observations and have an estimated accuracy of +/- 10 meters.
 AE8068.
 AE8068.The orthometric height was determined by differential leveling and
 AE8068.adjusted in November 1998.
 AE8068
 AE8068.Photographs are available for this station.
 AE8068
 AE8068.The dynamic height is computed by dividing the NAVD 88
 AE8068.geopotential number by the normal gravity value computed on the
 AE8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8068.degrees latitude (g = 980.6199 gals.).
 AE8068
 AE8068.The modeled gravity was interpolated from observed gravity values.
 AE8068
 AE8068;                    North         East    Units  Estimated Accuracy
 AE8068;SPC MN S     -   162,099.      944,691.      MT  (+/- 10 meters HH2 GPS)
 AE8068
 AE8068                          SUPERSEDED SURVEY CONTROL
 AE8068
 AE8068.No superseded survey control is available for this station.
 AE8068
 AE8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6385121599(NAD 83)
 AE8068
 AE8068_MARKER: DV = VERTICAL CONTROL DISK
 AE8068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8068_STAMPING: 2320 J 1981
 AE8068_MARK LOGO: MNDT  
 AE8068_PROJECTION: FLUSH
 AE8068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8068+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8068_ROD/PIPE-DEPTH:  3.1 meters
 AE8068
 AE8068  HISTORY     - Date     Condition        Report By
 AE8068  HISTORY     - 1981     MONUMENTED       MNDT
 AE8068  HISTORY     - 19910827 GOOD             MNDT
 AE8068
 AE8068                          STATION DESCRIPTION
 AE8068
 AE8068'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8068'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 10 MILES (16.1 KM) WEST
 AE8068'OF HARMONY, IN THE SE 1/4 SECTION 13, T101N, R12W, 8.1 MILES (13.0 KM)
 AE8068'EAST ALONG TH 44 FROM ITS JCT WITH TH 63, AT MILEPOINT 8.1, ON COUNTY
 AE8068'ROAD RIGHT OF WAY. THE MARK IS 275.0 FT (83.8 M) NORTH OF THE
 AE8068'CENTERLINE OF TH 44, 45.0 FT (13.7 M) WEST OF AND ABOUT 2.0 FT (0.6 M)
 AE8068'LOWER THAN THE CENTERLINE OF COUNTY ROAD 9, 0.7 FT (21.3 CM) EAST OF A
 AE8068'FENCE LINE, 0.6 FT (18.3 CM) SOUTH OF A STEEL WITNESS POST, AND FLUSH
 AE8068'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8069 ***********************************************************************
 AE8069  DESIGNATION -  2320 K
 AE8069  PID         -  AE8069
 AE8069  STATE/COUNTY-  MN/FILLMORE
 AE8069  COUNTRY     -  US
 AE8069  USGS QUAD   -  GREENLEAFTON (1965)
 AE8069
 AE8069                         *CURRENT SURVEY CONTROL
 AE8069  ______________________________________________________________________
 AE8069* NAD 83(1986) POSITION- 43 32 37.     (N) 092 11 57.     (W)   SCALED    
 AE8069* NAVD 88 ORTHO HEIGHT -   400.326  (meters)    1313.40  (feet) ADJUSTED  
 AE8069  ______________________________________________________________________
 AE8069  GEOID HEIGHT    -        -30.32  (meters)                     GEOID09
 AE8069  DYNAMIC HEIGHT  -        400.225 (meters)     1313.07  (feet) COMP
 AE8069  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 AE8069
 AE8069  VERT ORDER      -  SECOND    CLASS I
 AE8069
 AE8069.The horizontal coordinates were scaled from a topographic map and have
 AE8069.an estimated accuracy of +/- 6 seconds.
 AE8069.
 AE8069.The orthometric height was determined by differential leveling and
 AE8069.adjusted in November 1998.
 AE8069
 AE8069.Photographs are available for this station.
 AE8069
 AE8069.The dynamic height is computed by dividing the NAVD 88
 AE8069.geopotential number by the normal gravity value computed on the
 AE8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8069.degrees latitude (g = 980.6199 gals.).
 AE8069
 AE8069.The modeled gravity was interpolated from observed gravity values.
 AE8069
 AE8069;                    North         East    Units  Estimated Accuracy
 AE8069;SPC MN S     -   162,010.      945,540.      MT  (+/- 180 meters Scaled)
 AE8069
 AE8069                          SUPERSEDED SURVEY CONTROL
 AE8069
 AE8069.No superseded survey control is available for this station.
 AE8069
 AE8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ646214(NAD 83)
 AE8069
 AE8069_MARKER: DV = VERTICAL CONTROL DISK
 AE8069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8069_STAMPING: 2320 K 1981
 AE8069_MARK LOGO: MNDT  
 AE8069_PROJECTION: FLUSH
 AE8069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8069+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8069_ROD/PIPE-DEPTH:  3.1 meters
 AE8069
 AE8069  HISTORY     - Date     Condition        Report By
 AE8069  HISTORY     - 1981     MONUMENTED       MNDT
 AE8069  HISTORY     - 19910827 GOOD             MNDT
 AE8069
 AE8069                          STATION DESCRIPTION
 AE8069
 AE8069'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8069'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 9.5 MILES (15.3 KM)
 AE8069'WEST OF HARMONY, IN THE NE 1/4 OF SECTION 19, T101N, R11W, 8.65 MILES
 AE8069'(13.92 KM) EAST ALONG TH 44 FROM ITS JCT WITH TH 63, AT MILEPOINT
 AE8069'8.65, ON COUNTY ROAD RIGHT OF WAY.  THE MARK IS 190.0 FT (57.9 M)
 AE8069'SOUTH OF THE CENTERLINE OF TH 44, 35.0 FT (10.7 M) EAST OF AND ABOUT
 AE8069'2.0 FT (0.6 M) LOWER THAN THE CENTER OF A GRAVEL ROAD, 0.7 FT (21.3
 AE8069'CM) EAST OF A FENCE LINE, 2.0 FT (0.6 M) NORTH OF A POWER POLE, 0.4 FT
 AE8069'(12.2 CM) NW OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC4914 ***********************************************************************
 AC4914  CBN         -  This is a Cooperative Base Network Control Station.
 AC4914  DESIGNATION -  2320 L
 AC4914  PID         -  AC4914
 AC4914  STATE/COUNTY-  MN/FILLMORE
 AC4914  COUNTRY     -  US
 AC4914  USGS QUAD   -  GREENLEAFTON (1965)
 AC4914
 AC4914                         *CURRENT SURVEY CONTROL
 AC4914  ______________________________________________________________________
 AC4914* NAD 83(2007) POSITION- 43 32 40.95508(N) 092 11 21.31226(W)   ADJUSTED  
 AC4914* NAD 83(2007) ELLIP HT-   378.585 (meters)        (02/10/07)   ADJUSTED
 AC4914* NAD 83(2007) EPOCH   -  2002.00
 AC4914* NAVD 88 ORTHO HEIGHT -   408.905  (meters)    1341.55  (feet) ADJUSTED  
 AC4914  ______________________________________________________________________
 AC4914  NAD 83(2007) X  -   -176,896.272 (meters)                     COMP
 AC4914  NAD 83(2007) Y  - -4,627,366.032 (meters)                     COMP
 AC4914  NAD 83(2007) Z  -  4,371,824.458 (meters)                     COMP
 AC4914  LAPLACE CORR    -         -0.13  (seconds)                    DEFLEC09
 AC4914  GEOID HEIGHT    -        -30.32  (meters)                     GEOID09
 AC4914  DYNAMIC HEIGHT  -        408.802 (meters)     1341.21  (feet) COMP
 AC4914  MODELED GRAVITY -    980,356.9   (mgal)                       NAVD 88
 AC4914
 AC4914  VERT ORDER      -  SECOND    CLASS I
 AC4914
 AC4914  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC4914  Type                                         Horiz  Ellip  Dist(km)
 AC4914  -------------------------------------------------------------------
 AC4914  NETWORK                                       0.50   0.84
 AC4914  -------------------------------------------------------------------
 AC4914  MEDIAN LOCAL ACCURACY AND DIST (023 points)   0.60   0.96     40.09
 AC4914  -------------------------------------------------------------------
 AC4914  NOTE: Click here for information on individual local accuracy
 AC4914  values and other accuracy information.
 AC4914
 AC4914
 AC4914.The horizontal coordinates were established by GPS observations
 AC4914.and adjusted by the National Geodetic Survey in February 2007.
 AC4914
 AC4914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC4914.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC4914
 AC4914.The horizontal coordinates are valid at the epoch date displayed above
 AC4914.which is a decimal equivalence of Year/Month/Day.
 AC4914
 AC4914.The orthometric height was determined by differential leveling and
 AC4914.adjusted in November 1998.
 AC4914
 AC4914.Photographs are available for this station.
 AC4914
 AC4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4914
 AC4914.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC4914
 AC4914.The ellipsoidal height was determined by GPS observations
 AC4914.and is referenced to NAD 83.
 AC4914
 AC4914.The dynamic height is computed by dividing the NAVD 88
 AC4914.geopotential number by the normal gravity value computed on the
 AC4914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4914.degrees latitude (g = 980.6199 gals.).
 AC4914
 AC4914.The modeled gravity was interpolated from observed gravity values.
 AC4914
 AC4914. The following values were computed from the NAD 83(2007) position.
 AC4914
 AC4914;                    North         East     Units Scale Factor Converg.
 AC4914;SPC MN S     -   162,146.340   946,335.909   MT  1.00006023   +1 16 09.1
 AC4914;SPC MN S     -   531,975.12  3,104,770.39   sFT  1.00006023   +1 16 09.1
 AC4914;UTM  15      - 4,821,626.027   565,495.994   MT  0.99965276   +0 33 30.8
 AC4914
 AC4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4914!SPC MN S     -   0.99994064  x   1.00006023  =   1.00000086
 AC4914!UTM  15      -   0.99994064  x   0.99965276  =   0.99959342
 AC4914
 AC4914                          SUPERSEDED SURVEY CONTROL
 AC4914
 AC4914  NAD 83(1996)-  43 32 40.95452(N)    092 11 21.31127(W) AD(       ) B
 AC4914  ELLIP H (01/15/97)  378.642  (m)                       GP(       ) 4 1
 AC4914  NAVD 88 (08/23/05)  408.90   (m)         1341.5    (f) LEVELING    3  
 AC4914  NAVD 88 (01/15/97)  408.9    (m)  GEOID96 model used   GPS OBS        
 AC4914
 AC4914.Superseded values are not recommended for survey control.
 AC4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4914.See file dsdata.txt to determine how the superseded data were derived.
 AC4914
 AC4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ6549521626(NAD 83)
 AC4914
 AC4914_MARKER: DV = VERTICAL CONTROL DISK
 AC4914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC4914_STAMPING: 2320 L 1981
 AC4914_MARK LOGO: MNDT  
 AC4914_PROJECTION: FLUSH
 AC4914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4914+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 AC4914_ROD/PIPE-DEPTH:  3.0 meters
 AC4914
 AC4914  HISTORY     - Date     Condition        Report By
 AC4914  HISTORY     - 1981     MONUMENTED       MNDT
 AC4914  HISTORY     - 19910827 GOOD             MNDT
 AC4914  HISTORY     - 19950502 GOOD             MNDT
 AC4914  HISTORY     - 20040823 GOOD             MNDT
 AC4914  HISTORY     - 20080624 GOOD             JCLS
 AC4914
 AC4914                          STATION DESCRIPTION
 AC4914
 AC4914'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AC4914'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 9 MILES (14.5 KM) WEST
 AC4914'OF HARMONY, IN THE SW 1/4 OF SECTION 17, T101N, R11W, 9.2 MILES (14.8
 AC4914'KM) WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 9.1, ON
 AC4914'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 180.0 FT (54.9 M) NORTH OF THE
 AC4914'CENTERLINE OF TH 44, 39.0 FT (11.9 M) EAST OF AND ABOUT 2.0 FT (0.6 M)
 AC4914'LOWER THAN THE CENTER OF A GRAVEL ROAD, 0.4 FT (12.2 CM) WEST OF A
 AC4914'FENCE LINE, 0.8 FT (24.4 CM) SOUTH OF A STEEL WITNESS POST, AND FLUSH
 AC4914'WITH THE GROUND.
 AC4914
 AC4914                          STATION RECOVERY (1995)
 AC4914
 AC4914'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 AC4914'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW WIT POST
 AC4914'WAS PLACED AT 3.3 FT (1.0 M) SOUTH OF THE MARK.  RECOVERY NOTE BY
 AC4914'DAVID K.  HERDER, TYPED BY M.P.P.
 AC4914
 AC4914                          STATION RECOVERY (2004)
 AC4914
 AC4914'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AC4914'9.0 MILES WEST OF HARMONY, AT TRUNK HIGHWAY 44 MILEPOINT 9.1. 9.2
 AC4914'MILES WEST ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HIGHWAY 44
 AC4914'AND TRUNK HIGHWAY 139, 180 FEET NORTH OF TRUNK HIGHWAY 44,  39 FEET
 AC4914'EAST OF GRAVEL ROAD, 0.4 FEET WEST OF FENCELINE, 3.3 FEET NORTH OF
 AC4914'WITNESS POST.
 AC4914
 AC4914                          STATION RECOVERY (2008)
 AC4914
 AC4914'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AC4914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8070 ***********************************************************************
 AE8070  DESIGNATION -  2320 M
 AE8070  PID         -  AE8070
 AE8070  STATE/COUNTY-  MN/FILLMORE
 AE8070  COUNTRY     -  US
 AE8070  USGS QUAD   -  GREENLEAFTON (1965)
 AE8070
 AE8070                         *CURRENT SURVEY CONTROL
 AE8070  ______________________________________________________________________
 AE8070* NAD 83(1986) POSITION- 43 32 41.     (N) 092 10 10.     (W)   SCALED    
 AE8070* NAVD 88 ORTHO HEIGHT -   406.331  (meters)    1333.10  (feet) ADJUSTED  
 AE8070  ______________________________________________________________________
 AE8070  GEOID HEIGHT    -        -30.32  (meters)                     GEOID09
 AE8070  DYNAMIC HEIGHT  -        406.229 (meters)     1332.77  (feet) COMP
 AE8070  MODELED GRAVITY -    980,357.8   (mgal)                       NAVD 88
 AE8070
 AE8070  VERT ORDER      -  SECOND    CLASS I
 AE8070
 AE8070.The horizontal coordinates were scaled from a topographic map and have
 AE8070.an estimated accuracy of +/- 6 seconds.
 AE8070.
 AE8070.The orthometric height was determined by differential leveling and
 AE8070.adjusted in November 1998.
 AE8070
 AE8070.The dynamic height is computed by dividing the NAVD 88
 AE8070.geopotential number by the normal gravity value computed on the
 AE8070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8070.degrees latitude (g = 980.6199 gals.).
 AE8070
 AE8070.The modeled gravity was interpolated from observed gravity values.
 AE8070
 AE8070;                    North         East    Units  Estimated Accuracy
 AE8070;SPC MN S     -   162,180.      947,940.      MT  (+/- 180 meters Scaled)
 AE8070
 AE8070                          SUPERSEDED SURVEY CONTROL
 AE8070
 AE8070.No superseded survey control is available for this station.
 AE8070
 AE8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ670216(NAD 83)
 AE8070
 AE8070_MARKER: DV = VERTICAL CONTROL DISK
 AE8070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8070_STAMPING: 2320 M 1981
 AE8070_MARK LOGO: MNDT  
 AE8070_PROJECTION: FLUSH
 AE8070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8070+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8070_ROD/PIPE-DEPTH:  3.1 meters
 AE8070
 AE8070  HISTORY     - Date     Condition        Report By
 AE8070  HISTORY     - 1981     MONUMENTED       MNDT
 AE8070  HISTORY     - 19910827 GOOD             MNDT
 AE8070
 AE8070                          STATION DESCRIPTION
 AE8070
 AE8070'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8070'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 8 MILES (12.9 KM) WEST
 AE8070'OF HARMONY, IN THE SW 1/4 SECTION 16, T101N, R11W, 8.1 MILES (13.0 KM)
 AE8070'WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 10.15, ON
 AE8070'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 200.0 FT (61.0 M) NORTH OF THE
 AE8070'CENTERLINE OF TH 44, 26.5 FT (8.1 M) EAST OF AND ABOUT 0.5 FT (15.2
 AE8070'CM) LOWER THAN THE CENTER OF A GRAVEL ROAD, 1.8 FT (0.5 M) SOUTH OF A
 AE8070'POWER POLE, 74.5 FT (22.7 M) ENE OF A POWER POLE, AND FLUSH WITH THE
 AE8070'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8071 ***********************************************************************
 AE8071  DESIGNATION -  2320 N
 AE8071  PID         -  AE8071
 AE8071  STATE/COUNTY-  MN/FILLMORE
 AE8071  COUNTRY     -  US
 AE8071  USGS QUAD   -  GREENLEAFTON (1965)
 AE8071
 AE8071                         *CURRENT SURVEY CONTROL
 AE8071  ______________________________________________________________________
 AE8071* NAD 83(1986) POSITION- 43 32 40.     (N) 092 09 00.     (W)   SCALED    
 AE8071* NAVD 88 ORTHO HEIGHT -   397.813  (meters)    1305.16  (feet) ADJUSTED  
 AE8071  ______________________________________________________________________
 AE8071  GEOID HEIGHT    -        -30.32  (meters)                     GEOID09
 AE8071  DYNAMIC HEIGHT  -        397.714 (meters)     1304.83  (feet) COMP
 AE8071  MODELED GRAVITY -    980,359.3   (mgal)                       NAVD 88
 AE8071
 AE8071  VERT ORDER      -  SECOND    CLASS I
 AE8071
 AE8071.The horizontal coordinates were scaled from a topographic map and have
 AE8071.an estimated accuracy of +/- 6 seconds.
 AE8071.
 AE8071.The orthometric height was determined by differential leveling and
 AE8071.adjusted in November 1998.
 AE8071
 AE8071.The dynamic height is computed by dividing the NAVD 88
 AE8071.geopotential number by the normal gravity value computed on the
 AE8071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8071.degrees latitude (g = 980.6199 gals.).
 AE8071
 AE8071.The modeled gravity was interpolated from observed gravity values.
 AE8071
 AE8071;                    North         East    Units  Estimated Accuracy
 AE8071;SPC MN S     -   162,190.      949,510.      MT  (+/- 180 meters Scaled)
 AE8071
 AE8071                          SUPERSEDED SURVEY CONTROL
 AE8071
 AE8071.No superseded survey control is available for this station.
 AE8071
 AE8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ686216(NAD 83)
 AE8071
 AE8071_MARKER: DV = VERTICAL CONTROL DISK
 AE8071_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8071_STAMPING: 2320 N 1981
 AE8071_MARK LOGO: MNDT  
 AE8071_PROJECTION: FLUSH
 AE8071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8071+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8071_ROD/PIPE-DEPTH:  3.1 meters
 AE8071
 AE8071  HISTORY     - Date     Condition        Report By
 AE8071  HISTORY     - 1981     MONUMENTED       MNDT
 AE8071  HISTORY     - 19910827 GOOD             MNDT
 AE8071
 AE8071                          STATION DESCRIPTION
 AE8071
 AE8071'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8071'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 7 MILES (11.3 KM) WEST
 AE8071'OF HARMONY, IN THE SE 1/4 OF SECTION 16, T101N, R11W, 7.1 MILES (11.4
 AE8071'KM) WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 11.1, ON
 AE8071'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 300.0 FT (91.4 M) NORTH OF THE
 AE8071'CENTERLINE OF TH 44, 33.5 FT (10.2 M) WEST OF AND ABOUT 2.5 FT (0.8 M)
 AE8071'LOWER THAN THE CENTER OF A GRAVEL ROAD, 0.6 FT (18.3 CM) EAST OF A
 AE8071'FENCE LINE, 0.9 FT (27.4 CM) SOUTH OF A STEEL WITNESS POST, AND FLUSH
 AE8071'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8072 ***********************************************************************
 AE8072  DESIGNATION -  2320 P
 AE8072  PID         -  AE8072
 AE8072  STATE/COUNTY-  MN/FILLMORE
 AE8072  COUNTRY     -  US
 AE8072  USGS QUAD   -  GREENLEAFTON (1965)
 AE8072
 AE8072                         *CURRENT SURVEY CONTROL
 AE8072  ______________________________________________________________________
 AE8072* NAD 83(1986) POSITION- 43 32 40.     (N) 092 07 48.     (W)   SCALED    
 AE8072* NAVD 88 ORTHO HEIGHT -   409.062  (meters)    1342.06  (feet) ADJUSTED  
 AE8072  ______________________________________________________________________
 AE8072  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 AE8072  DYNAMIC HEIGHT  -        408.961 (meters)     1341.73  (feet) COMP
 AE8072  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 AE8072
 AE8072  VERT ORDER      -  SECOND    CLASS I
 AE8072
 AE8072.The horizontal coordinates were scaled from a topographic map and have
 AE8072.an estimated accuracy of +/- 6 seconds.
 AE8072.
 AE8072.The orthometric height was determined by differential leveling and
 AE8072.adjusted in November 1998.
 AE8072
 AE8072.The dynamic height is computed by dividing the NAVD 88
 AE8072.geopotential number by the normal gravity value computed on the
 AE8072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8072.degrees latitude (g = 980.6199 gals.).
 AE8072
 AE8072.The modeled gravity was interpolated from observed gravity values.
 AE8072
 AE8072;                    North         East    Units  Estimated Accuracy
 AE8072;SPC MN S     -   162,230.      951,120.      MT  (+/- 180 meters Scaled)
 AE8072
 AE8072                          SUPERSEDED SURVEY CONTROL
 AE8072
 AE8072.No superseded survey control is available for this station.
 AE8072
 AE8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ702216(NAD 83)
 AE8072
 AE8072_MARKER: DV = VERTICAL CONTROL DISK
 AE8072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8072_STAMPING: 2320 P 1981
 AE8072_MARK LOGO: MNDT  
 AE8072_PROJECTION: FLUSH
 AE8072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8072+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8072_ROD/PIPE-DEPTH:  3.1 meters
 AE8072
 AE8072  HISTORY     - Date     Condition        Report By
 AE8072  HISTORY     - 1981     MONUMENTED       MNDT
 AE8072  HISTORY     - 19910827 GOOD             MNDT
 AE8072
 AE8072                          STATION DESCRIPTION
 AE8072
 AE8072'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8072'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 6 MILES (9.7 KM) WEST
 AE8072'OF HARMONY, IN THE SE 1/4 OF SECTION 15, T101N, R11W, 6.15 MILES (9.90
 AE8072'KM) WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 12.15, ON
 AE8072'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 150.0 FT (45.7 M) NORTH OF THE
 AE8072'CENTERLINE OF TH 44, 32.5 FT (9.9 M) WEST OF AND ABOUT 2.0 FT (0.6 M)
 AE8072'LOWER THAN THE CENTER OF A GRAVEL ROAD, 44.0 FT (13.4 M) NORTH OF A
 AE8072'POWER POLE, 58.8 FT (17.9 M) NE OF A POWER POLE, 0.5 FT (15.2 CM)
 AE8072'SOUTH OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8073 ***********************************************************************
 AE8073  DESIGNATION -  2320 Q
 AE8073  PID         -  AE8073
 AE8073  STATE/COUNTY-  MN/FILLMORE
 AE8073  COUNTRY     -  US
 AE8073  USGS QUAD   -  HARMONY (1965)
 AE8073
 AE8073                         *CURRENT SURVEY CONTROL
 AE8073  ______________________________________________________________________
 AE8073* NAD 83(1986) POSITION- 43 32 37.4    (N) 092 06 53.5    (W)   HD_HELD2  
 AE8073* NAVD 88 ORTHO HEIGHT -   407.474  (meters)    1336.85  (feet) ADJUSTED  
 AE8073  ______________________________________________________________________
 AE8073  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 AE8073  DYNAMIC HEIGHT  -        407.374 (meters)     1336.53  (feet) COMP
 AE8073  MODELED GRAVITY -    980,362.6   (mgal)                       NAVD 88
 AE8073
 AE8073  VERT ORDER      -  SECOND    CLASS I
 AE8073
 AE8073.The horizontal coordinates were established by autonomous hand held GPS
 AE8073.observations and have an estimated accuracy of +/- 10 meters.
 AE8073.
 AE8073.The orthometric height was determined by differential leveling and
 AE8073.adjusted in November 1998.
 AE8073
 AE8073.Photographs are available for this station.
 AE8073
 AE8073.The dynamic height is computed by dividing the NAVD 88
 AE8073.geopotential number by the normal gravity value computed on the
 AE8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8073.degrees latitude (g = 980.6199 gals.).
 AE8073
 AE8073.The modeled gravity was interpolated from observed gravity values.
 AE8073
 AE8073;                    North         East    Units  Estimated Accuracy
 AE8073;SPC MN S     -   162,173.      952,349.      MT  (+/- 10 meters HH2 GPS)
 AE8073
 AE8073                          SUPERSEDED SURVEY CONTROL
 AE8073
 AE8073.No superseded survey control is available for this station.
 AE8073
 AE8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7150621577(NAD 83)
 AE8073
 AE8073_MARKER: DV = VERTICAL CONTROL DISK
 AE8073_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8073_STAMPING: 2320 Q 1981
 AE8073_MARK LOGO: MNDT  
 AE8073_PROJECTION: FLUSH
 AE8073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8073+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8073_ROD/PIPE-DEPTH:  3.1 meters
 AE8073
 AE8073  HISTORY     - Date     Condition        Report By
 AE8073  HISTORY     - 1981     MONUMENTED       MNDT
 AE8073  HISTORY     - 19910827 GOOD             MNDT
 AE8073
 AE8073                          STATION DESCRIPTION
 AE8073
 AE8073'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8073'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 5.0 MILES (8.0 KM) WEST
 AE8073'OF HARMONY, IN THE NE 1/4 OF SECTION 23, T101N, R11W, 5.3 MILES (8.5
 AE8073'KM) WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 12.9, ON
 AE8073'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 150.0 FT (45.7 M) SOUTH OF THE
 AE8073'CENTERLINE OF TH 44, 41.0 FT (12.5 M) WEST OF AND ABOUT 1 FT (0.3 M)
 AE8073'LOWER THAN THE CENTER OF A GRAVEL ROAD, 0.9 FT (27.4 CM) EAST 0F A
 AE8073'FENCE LINE, 0.6 FT (18.3 CM) EASTH OF A STEEL WITNESS POST, AND FLUSH
 AE8073'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8074 ***********************************************************************
 AE8074  DESIGNATION -  2320 R
 AE8074  PID         -  AE8074
 AE8074  STATE/COUNTY-  MN/FILLMORE
 AE8074  COUNTRY     -  US
 AE8074  USGS QUAD   -  HARMONY (1965)
 AE8074
 AE8074                         *CURRENT SURVEY CONTROL
 AE8074  ______________________________________________________________________
 AE8074* NAD 83(1986) POSITION- 43 32 37.4    (N) 092 05 57.8    (W)   HD_HELD2  
 AE8074* NAVD 88 ORTHO HEIGHT -   407.261  (meters)    1336.16  (feet) ADJUSTED  
 AE8074  ______________________________________________________________________
 AE8074  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 AE8074  DYNAMIC HEIGHT  -        407.162 (meters)     1335.83  (feet) COMP
 AE8074  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 AE8074
 AE8074  VERT ORDER      -  SECOND    CLASS I
 AE8074
 AE8074.The horizontal coordinates were established by autonomous hand held GPS
 AE8074.observations and have an estimated accuracy of +/- 10 meters.
 AE8074.
 AE8074.The orthometric height was determined by differential leveling and
 AE8074.adjusted in November 1998.
 AE8074
 AE8074.Photographs are available for this station.
 AE8074
 AE8074.The dynamic height is computed by dividing the NAVD 88
 AE8074.geopotential number by the normal gravity value computed on the
 AE8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8074.degrees latitude (g = 980.6199 gals.).
 AE8074
 AE8074.The modeled gravity was interpolated from observed gravity values.
 AE8074
 AE8074;                    North         East    Units  Estimated Accuracy
 AE8074;SPC MN S     -   162,202.      953,600.      MT  (+/- 10 meters HH2 GPS)
 AE8074
 AE8074                          SUPERSEDED SURVEY CONTROL
 AE8074
 AE8074.No superseded survey control is available for this station.
 AE8074
 AE8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7275621591(NAD 83)
 AE8074
 AE8074_MARKER: DV = VERTICAL CONTROL DISK
 AE8074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8074_STAMPING: 2320 R 1981
 AE8074_MARK LOGO: MNDT  
 AE8074_PROJECTION: FLUSH
 AE8074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8074+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8074_ROD/PIPE-DEPTH:  3.1 meters
 AE8074
 AE8074  HISTORY     - Date     Condition        Report By
 AE8074  HISTORY     - 1981     MONUMENTED       MNDT
 AE8074  HISTORY     - 19910827 GOOD             MNDT
 AE8074
 AE8074                          STATION DESCRIPTION
 AE8074
 AE8074'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8074'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 4.5 MILES (7.2 KM) WEST
 AE8074'OF HARMONY, IN THE NE 1/4 OF SECTION 24 T101N, R11W, 4.5 MILES (7.2
 AE8074'KM) WEST ALONG TH 44, FROM ITS JCT WITH TH 139, AT MILEPOINT 13.7, ON
 AE8074'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 150.0 FT (45.7 M) SOUTH OF THE
 AE8074'CENTERLINE OF TH 44, 38.0 FT (11.6 M) EAST OF AND ABOUT 1.5 FT (0.5 M)
 AE8074'LOWER THAN THE CENTER OF GRAVEL ROAD, 1.1 FT (0.3 M) NORTH OF A POWER
 AE8074'POLE, 1.2 FT (0.4 M) WEST OF A FENCE LINE, 0.8 FT (24.4 CM) NE OF A
 AE8074'STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1283 ***********************************************************************
 OO1283  DESIGNATION -  2320 S
 OO1283  PID         -  OO1283
 OO1283  STATE/COUNTY-  MN/FILLMORE
 OO1283  COUNTRY     -  US
 OO1283  USGS QUAD   -  HARMONY (1965)
 OO1283
 OO1283                         *CURRENT SURVEY CONTROL
 OO1283  ______________________________________________________________________
 OO1283* NAD 83(1996) POSITION- 43 32 42.65182(N) 092 05 22.63872(W)   ADJUSTED  
 OO1283* NAVD 88 ORTHO HEIGHT -   408.603  (meters)    1340.56  (feet) ADJUSTED  
 OO1283  ______________________________________________________________________
 OO1283  LAPLACE CORR    -          1.61  (seconds)                    DEFLEC09
 OO1283  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 OO1283  DYNAMIC HEIGHT  -        408.504 (meters)     1340.23  (feet) COMP
 OO1283  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 OO1283
 OO1283  HORZ ORDER      -  SECOND
 OO1283  VERT ORDER      -  SECOND    CLASS I
 OO1283
 OO1283.The horizontal coordinates were established by classical geodetic methods
 OO1283.and adjusted by the National Geodetic Survey in March 1999.
 OO1283.
 OO1283.The orthometric height was determined by differential leveling and
 OO1283.adjusted in November 1998.
 OO1283
 OO1283.Photographs are available for this station.
 OO1283
 OO1283.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1283
 OO1283.The dynamic height is computed by dividing the NAVD 88
 OO1283.geopotential number by the normal gravity value computed on the
 OO1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1283.degrees latitude (g = 980.6199 gals.).
 OO1283
 OO1283.The modeled gravity was interpolated from observed gravity values.
 OO1283
 OO1283. The following values were computed from the NAD 83(1996) position.
 OO1283
 OO1283;                    North         East     Units Scale Factor Converg.
 OO1283;SPC IA N     - 1,228,136.902 1,613,983.477   MT  1.00006280   +0 57 21.2
 OO1283;SPC IA N     - 4,029,312.49  5,295,210.79   sFT  1.00006280   +0 57 21.2
 OO1283;SPC MN S     -   162,381.960   954,385.004   MT  1.00006010   +1 20 20.5
 OO1283;SPC MN S     -   532,748.15  3,131,178.13   sFT  1.00006010   +1 20 20.5
 OO1283;UTM  15      - 4,821,761.661   573,544.167   MT  0.99966653   +0 37 38.0
 OO1283
 OO1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1283!SPC IA N     -   0.99994068  x   1.00006280  =   1.00000347
 OO1283!SPC MN S     -   0.99994068  x   1.00006010  =   1.00000078
 OO1283!UTM  15      -   0.99994068  x   0.99966653  =   0.99960723
 OO1283
 OO1283                          SUPERSEDED SURVEY CONTROL
 OO1283
 OO1283  NAD 83(1986)-  43 32 42.64275(N)    092 05 22.63609(W) AD(       ) 2
 OO1283  NGVD 29 (03/28/90)  408.58   (m)         1340.5    (f) LEVELING    3  
 OO1283
 OO1283.Superseded values are not recommended for survey control.
 OO1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1283.See file dsdata.txt to determine how the superseded data were derived.
 OO1283
 OO1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ7354421761(NAD 83)
 OO1283
 OO1283_MARKER: DV = VERTICAL CONTROL DISK
 OO1283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1283_STAMPING: 2320 S 1981
 OO1283_MARK LOGO: MNDT  
 OO1283_PROJECTION: FLUSH
 OO1283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1283+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 OO1283_ROD/PIPE-DEPTH:  3.1 meters
 OO1283
 OO1283  HISTORY     - Date     Condition        Report By
 OO1283  HISTORY     - 1981     MONUMENTED       MNDT
 OO1283  HISTORY     - 1984     MARK NOT FOUND   MNDT
 OO1283  HISTORY     - 19910827 GOOD             MNDT
 OO1283
 OO1283                          STATION DESCRIPTION
 OO1283
 OO1283'DESCRIBED BY MN DEPT OF TRANSP 1981 (DKH)
 OO1283'THE STATION IS LOCATED ABOUT 4 MILES WEST OF THE TOWN OF HARMONY, IN
 OO1283'THE SE 1/4 OF SECTION 13, T101N, R11W, ON THE WEST RIGHT-OF-WAY OF
 OO1283'COUNTY ROAD 17, NEAR THE SOUTHEAST CORNER OF A CEMETERY.
 OO1283'
 OO1283'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 139 AND TRUNK
 OO1283'HIGHWAY 44 AT THE SOUTH EDGE OF HARMONY, GO WEST ON TRUNK HIGHWAY 44
 OO1283'FOR 4.0 MILES TO COUNTY ROAD 17 ON THE RIGHT, TURN RIGHT AND GO NORTH
 OO1283'ON COUNTY ROAD 17 FOR 0.1 MILE TO THE STATION ON THE LEFT.
 OO1283'
 OO1283'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 OO1283'STAMPED---2320 S 1981---, IS CRIMPED ON THE TOP OF A DRIVEN ALUMINUM
 OO1283'ROD THAT IS IN THE CENTER OF A 8 INCH ROUND DRAIN TILE THAT PROJECTS
 OO1283'0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS NEAR THE
 OO1283'SOUTHEAST CORNER OF A CEMETERY, 32.5 FEET WEST OF THE CENTERLINE OF
 OO1283'COUNTY ROAD 17, 2 FEET WEST-SOUTHWEST OF A FENCE CORNER, AND 0.7 FOOT
 OO1283'SOUTH OF A STEEL WITNESS POST.
 OO1283
 OO1283                          STATION RECOVERY (1984)
 OO1283
 OO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (DKH)
 OO1283'THE STATION MARK WHICH IS AN AZIMUTH MARK FOR STATION BRISTOL MNDT WAS
 OO1283'NOT SEARCHED FOR AT THIS TIME.
 OO1283
 OO1283                          STATION RECOVERY (1991)
 OO1283
 OO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1283'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 4 MILES (6.4 KM) WEST
 OO1283'OF HARMONY, IN THE SE 1/4 OF SECTION 13 T101N, R11W, 4.0 MILES (6.4
 OO1283'KM) WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 14.2, ON
 OO1283'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 430.0 FT (131.1 M) NORTH OF THE
 OO1283'CENTERLINE OF TH 44, 32.5 FT (9.9 M) WEST OF AND ABOUT LEVEL WITH THE
 OO1283'CENTER OF COUNTY ROAD 17, 28.0 FT (8.5 M) NORTH OF A FEED MILL
 OO1283'ENTRANCE, AT THE SE CORNER OF A CEMETERY, 0.8 FT (24.4 CM) NE OF A
 OO1283'STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8075 ***********************************************************************
 AE8075  DESIGNATION -  2320 T
 AE8075  PID         -  AE8075
 AE8075  STATE/COUNTY-  MN/FILLMORE
 AE8075  COUNTRY     -  US
 AE8075  USGS QUAD   -  HARMONY (1965)
 AE8075
 AE8075                         *CURRENT SURVEY CONTROL
 AE8075  ______________________________________________________________________
 AE8075* NAD 83(1986) POSITION- 43 32 38.     (N) 092 04 05.     (W)   SCALED    
 AE8075* NAVD 88 ORTHO HEIGHT -   409.945  (meters)    1344.96  (feet) ADJUSTED  
 AE8075  ______________________________________________________________________
 AE8075  GEOID HEIGHT    -        -30.27  (meters)                     GEOID09
 AE8075  DYNAMIC HEIGHT  -        409.846 (meters)     1344.64  (feet) COMP
 AE8075  MODELED GRAVITY -    980,366.7   (mgal)                       NAVD 88
 AE8075
 AE8075  VERT ORDER      -  SECOND    CLASS I
 AE8075
 AE8075.The horizontal coordinates were scaled from a topographic map and have
 AE8075.an estimated accuracy of +/- 6 seconds.
 AE8075.
 AE8075.The orthometric height was determined by differential leveling and
 AE8075.adjusted in November 1998.
 AE8075
 AE8075.The dynamic height is computed by dividing the NAVD 88
 AE8075.geopotential number by the normal gravity value computed on the
 AE8075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8075.degrees latitude (g = 980.6199 gals.).
 AE8075
 AE8075.The modeled gravity was interpolated from observed gravity values.
 AE8075
 AE8075;                    North         East    Units  Estimated Accuracy
 AE8075;SPC MN S     -   162,280.      956,130.      MT  (+/- 180 meters Scaled)
 AE8075
 AE8075                          SUPERSEDED SURVEY CONTROL
 AE8075
 AE8075.No superseded survey control is available for this station.
 AE8075
 AE8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ752216(NAD 83)
 AE8075
 AE8075_MARKER: DV = VERTICAL CONTROL DISK
 AE8075_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8075_STAMPING: 2320 T 1981
 AE8075_MARK LOGO: MNDT  
 AE8075_PROJECTION: FLUSH
 AE8075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8075+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8075_ROD/PIPE-DEPTH:  3.1 meters
 AE8075
 AE8075  HISTORY     - Date     Condition        Report By
 AE8075  HISTORY     - 1981     MONUMENTED       MNDT
 AE8075  HISTORY     - 19910827 GOOD             MNDT
 AE8075
 AE8075                          STATION DESCRIPTION
 AE8075
 AE8075'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8075'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 3 MILES (4.8 KM) WSW OF
 AE8075'HARMONY, IN THE NW 1/4 OF SECTION 20, T101N, R10W, 2.9 MILES (4.7 KM)
 AE8075'WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT 15.3. THE MARK
 AE8075'IS 63.5 FT (19.4 M) SOUTH OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE
 AE8075'CENTERLINE OF TH 44, 24.0 FT (7.3 M) WEST OF THE CENTER OF A FARM
 AE8075'ENTRANCE, 1.5 FT (0.5 M) NE OF A POWER POLE, 56.1 FT (17.1 M) SE OF A
 AE8075'POWER POLE, 0.9 FT (27.4 CM) NORTH OF A STEEL WITNESS POST, AND FLUSH
 AE8075'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8076 ***********************************************************************
 AE8076  DESIGNATION -  2320 U
 AE8076  PID         -  AE8076
 AE8076  STATE/COUNTY-  MN/FILLMORE
 AE8076  COUNTRY     -  US
 AE8076  USGS QUAD   -  HARMONY (1965)
 AE8076
 AE8076                         *CURRENT SURVEY CONTROL
 AE8076  ______________________________________________________________________
 AE8076* NAD 83(1986) POSITION- 43 32 40.     (N) 092 03 37.     (W)   SCALED    
 AE8076* NAVD 88 ORTHO HEIGHT -   411.755  (meters)    1350.90  (feet) ADJUSTED  
 AE8076  ______________________________________________________________________
 AE8076  GEOID HEIGHT    -        -30.27  (meters)                     GEOID09
 AE8076  DYNAMIC HEIGHT  -        411.656 (meters)     1350.57  (feet) COMP
 AE8076  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 AE8076
 AE8076  VERT ORDER      -  SECOND    CLASS I
 AE8076
 AE8076.The horizontal coordinates were scaled from a topographic map and have
 AE8076.an estimated accuracy of +/- 6 seconds.
 AE8076.
 AE8076.The orthometric height was determined by differential leveling and
 AE8076.adjusted in November 1998.
 AE8076
 AE8076.The dynamic height is computed by dividing the NAVD 88
 AE8076.geopotential number by the normal gravity value computed on the
 AE8076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8076.degrees latitude (g = 980.6199 gals.).
 AE8076
 AE8076.The modeled gravity was interpolated from observed gravity values.
 AE8076
 AE8076;                    North         East    Units  Estimated Accuracy
 AE8076;SPC MN S     -   162,360.      956,760.      MT  (+/- 180 meters Scaled)
 AE8076
 AE8076                          SUPERSEDED SURVEY CONTROL
 AE8076
 AE8076.No superseded survey control is available for this station.
 AE8076
 AE8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ759217(NAD 83)
 AE8076
 AE8076_MARKER: DV = VERTICAL CONTROL DISK
 AE8076_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8076_STAMPING: 2320 U 1981
 AE8076_MARK LOGO: MNDT  
 AE8076_PROJECTION: FLUSH
 AE8076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8076+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8076_ROD/PIPE-DEPTH:  3.1 meters
 AE8076
 AE8076  HISTORY     - Date     Condition        Report By
 AE8076  HISTORY     - 1981     MONUMENTED       MNDT
 AE8076  HISTORY     - 19910827 GOOD             MNDT
 AE8076
 AE8076                          STATION DESCRIPTION
 AE8076
 AE8076'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8076'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2.5 MILES (4.0 KM) WSW
 AE8076'OF HARMONY, IN THE SW 1/4 OF SECTION 17, T101N, R10W, 2.5 MILES (4.0
 AE8076'KM) WEST ALONG TH 44, FROM ITS JCT WITH TH 139, AT MILEPOINT 15.7, ON
 AE8076'COUNTY ROAD RIGHT OF WAY.  THE MARK IS 97.0 FT (29.6 M) NORTH OF
 AE8076'CENTERLINE OF TH 44, 32.5 FT (9.9 M) WEST OF AND ABOUT 0.5 FT (15.2
 AE8076'CM) LOWER THAN THE CENTER OF A GRAVEL ROAD, 9.5 FT (2.9 M) NORTH OF
 AE8076'THE CENTER OF A FIELD ENTRANCE, 0.9 FT (27.4 CM) SOUTH OF A STEEL
 AE8076'WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8077 ***********************************************************************
 AE8077  DESIGNATION -  2320 V
 AE8077  PID         -  AE8077
 AE8077  STATE/COUNTY-  MN/FILLMORE
 AE8077  COUNTRY     -  US
 AE8077  USGS QUAD   -  HARMONY (1965)
 AE8077
 AE8077                         *CURRENT SURVEY CONTROL
 AE8077  ______________________________________________________________________
 AE8077* NAD 83(1986) POSITION- 43 32 41.     (N) 092 02 22.     (W)   SCALED    
 AE8077* NAVD 88 ORTHO HEIGHT -   407.244  (meters)    1336.10  (feet) ADJUSTED  
 AE8077  ______________________________________________________________________
 AE8077  GEOID HEIGHT    -        -30.25  (meters)                     GEOID09
 AE8077  DYNAMIC HEIGHT  -        407.147 (meters)     1335.78  (feet) COMP
 AE8077  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 AE8077
 AE8077  VERT ORDER      -  SECOND    CLASS I
 AE8077
 AE8077.The horizontal coordinates were scaled from a topographic map and have
 AE8077.an estimated accuracy of +/- 6 seconds.
 AE8077.
 AE8077.The orthometric height was determined by differential leveling and
 AE8077.adjusted in November 1998.
 AE8077
 AE8077.The dynamic height is computed by dividing the NAVD 88
 AE8077.geopotential number by the normal gravity value computed on the
 AE8077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8077.degrees latitude (g = 980.6199 gals.).
 AE8077
 AE8077.The modeled gravity was interpolated from observed gravity values.
 AE8077
 AE8077;                    North         East    Units  Estimated Accuracy
 AE8077;SPC MN S     -   162,430.      958,440.      MT  (+/- 180 meters Scaled)
 AE8077
 AE8077                          SUPERSEDED SURVEY CONTROL
 AE8077
 AE8077.No superseded survey control is available for this station.
 AE8077
 AE8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ775217(NAD 83)
 AE8077
 AE8077_MARKER: DV = VERTICAL CONTROL DISK
 AE8077_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8077_STAMPING: 2320 V 1981
 AE8077_MARK LOGO: MNDT  
 AE8077_PROJECTION: FLUSH
 AE8077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8077+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8077_ROD/PIPE-DEPTH:  3.1 meters
 AE8077
 AE8077  HISTORY     - Date     Condition        Report By
 AE8077  HISTORY     - 1981     MONUMENTED       MNDT
 AE8077  HISTORY     - 19910827 GOOD             MNDT
 AE8077
 AE8077                          STATION DESCRIPTION
 AE8077
 AE8077'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8077'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1.5 MILES (2.4 KM)
 AE8077'SOUTHWEST OF HARMONY, IN THE SE 1/4 OF SECTION 16, T101N, R10W, 1.5
 AE8077'MILES (2.4 KM) WEST ALONG TH 44 FROM ITS JCT WITH TH 139, AT MILEPOINT
 AE8077'16.7, ON COUNTY ROAD RIGHT OF WAY.  THE MARK IS 275.0 FT (83.8 M)
 AE8077'NORTH OF CENTERLINE OF TH 44, 31.5 FT (9.6 M) EAST OF AND ABOUT 1.0 FT
 AE8077'(0.3 M) LOWER THAN THE CENTER OF A GRAVEL ROAD, 2.1 FT (0.6 M) SW OF A
 AE8077'POWER POLE, 1.1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST, AND FLUSH
 AE8077'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8078 ***********************************************************************
 AE8078  DESIGNATION -  2320 W
 AE8078  PID         -  AE8078
 AE8078  STATE/COUNTY-  MN/FILLMORE
 AE8078  COUNTRY     -  US
 AE8078  USGS QUAD   -  HARMONY (1965)
 AE8078
 AE8078                         *CURRENT SURVEY CONTROL
 AE8078  ______________________________________________________________________
 AE8078* NAD 83(1986) POSITION- 43 32 40.     (N) 092 01 34.     (W)   SCALED    
 AE8078* NAVD 88 ORTHO HEIGHT -   409.387  (meters)    1343.13  (feet) ADJUSTED  
 AE8078  ______________________________________________________________________
 AE8078  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 AE8078  DYNAMIC HEIGHT  -        409.289 (meters)     1342.81  (feet) COMP
 AE8078  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 AE8078
 AE8078  VERT ORDER      -  SECOND    CLASS I
 AE8078
 AE8078.The horizontal coordinates were scaled from a topographic map and have
 AE8078.an estimated accuracy of +/- 6 seconds.
 AE8078.
 AE8078.The orthometric height was determined by differential leveling and
 AE8078.adjusted in November 1998.
 AE8078
 AE8078.The dynamic height is computed by dividing the NAVD 88
 AE8078.geopotential number by the normal gravity value computed on the
 AE8078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8078.degrees latitude (g = 980.6199 gals.).
 AE8078
 AE8078.The modeled gravity was interpolated from observed gravity values.
 AE8078
 AE8078;                    North         East    Units  Estimated Accuracy
 AE8078;SPC MN S     -   162,420.      959,520.      MT  (+/- 180 meters Scaled)
 AE8078
 AE8078                          SUPERSEDED SURVEY CONTROL
 AE8078
 AE8078.No superseded survey control is available for this station.
 AE8078
 AE8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ786217(NAD 83)
 AE8078
 AE8078_MARKER: DV = VERTICAL CONTROL DISK
 AE8078_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8078_STAMPING: 2320 W 1981
 AE8078_MARK LOGO: MNDT  
 AE8078_PROJECTION: FLUSH
 AE8078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8078+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1991
 AE8078_ROD/PIPE-DEPTH:  3.1 meters
 AE8078
 AE8078  HISTORY     - Date     Condition        Report By
 AE8078  HISTORY     - 1981     MONUMENTED       MNDT
 AE8078  HISTORY     - 19910827 GOOD             MNDT
 AE8078
 AE8078                          STATION DESCRIPTION
 AE8078
 AE8078'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8078'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1 MILE (1.6 KM) SW OF
 AE8078'HARMONY, IN THE SW 1/4 OF SECTION 15, T101N, R10W, 0.75 MILE (1.21 KM)
 AE8078'WEST ALONG TH 4 FROM ITS JCT WITH TH 139, AT MILEPOINT 17.4. THE MARK
 AE8078'IS 50.5 FT (15.4 M) NORTH OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE
 AE8078'CENTERLINE OF TH 44, 11.6 FT (3.5 M) SOUTH OF THE EAST GATE POST, 0.9
 AE8078'FT (27.4 CM) EAST OF A FENCE LINE, 0.7 FT (21.3 CM) SOUTH OF A STEEL
 AE8078'WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6762 ***********************************************************************
 DF6762  DESIGNATION -  233 16
 DF6762  PID         -  DF6762
 DF6762  STATE/COUNTY-  MN/HUBBARD
 DF6762  COUNTRY     -  US
 DF6762  USGS QUAD   -  EAST CROOKED LAKE (1972)
 DF6762
 DF6762                         *CURRENT SURVEY CONTROL
 DF6762  ______________________________________________________________________
 DF6762* NAD 83(2007) POSITION- 47 07 14.96665(N) 094 51 52.54343(W)   ADJUSTED  
 DF6762* NAD 83(2007) ELLIP HT-   498.620 (meters)        (02/10/07)   ADJUSTED
 DF6762* NAD 83(2007) EPOCH   -  2002.00
 DF6762* NAVD 88 ORTHO HEIGHT -   526.1    (meters)    1726.    (feet) GPS OBS   
 DF6762  ______________________________________________________________________
 DF6762  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6762  GEOID HEIGHT    -        -27.51  (meters)                     GEOID99
 DF6762  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DF6762  NAD 83(2007) X  -   -368,732.203 (meters)                     COMP
 DF6762  NAD 83(2007) Y  - -4,332,530.933 (meters)                     COMP
 DF6762  NAD 83(2007) Z  -  4,651,280.584 (meters)                     COMP
 DF6762  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 DF6762
 DF6762  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6762  Type                                         Horiz  Ellip  Dist(km)
 DF6762  -------------------------------------------------------------------
 DF6762  NETWORK                                       0.98   0.84
 DF6762  -------------------------------------------------------------------
 DF6762  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.03   0.84      8.74
 DF6762  -------------------------------------------------------------------
 DF6762  NOTE: Click here for information on individual local accuracy
 DF6762  values and other accuracy information.
 DF6762
 DF6762
 DF6762.The horizontal coordinates were established by GPS observations
 DF6762.and adjusted by the National Geodetic Survey in February 2007.
 DF6762
 DF6762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6762.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6762
 DF6762.The horizontal coordinates are valid at the epoch date displayed above
 DF6762.which is a decimal equivalence of Year/Month/Day.
 DF6762
 DF6762.The orthometric height was determined by GPS observations and a
 DF6762.high-resolution geoid model.
 DF6762
 DF6762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6762
 DF6762.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6762
 DF6762.The ellipsoidal height was determined by GPS observations
 DF6762.and is referenced to NAD 83.
 DF6762
 DF6762. The following values were computed from the NAD 83(2007) position.
 DF6762
 DF6762;                    North         East     Units Scale Factor Converg.
 DF6762;SPC MN C     -   335,913.493   753,361.523   MT  1.00001625   -0 26 40.5
 DF6762;SPC MN C     - 1,102,076.18  2,471,653.60   sFT  1.00001625   -0 26 40.5
 DF6762;UTM  15      - 5,220,277.715   358,564.759   MT  0.99984585   -1 21 59.7
 DF6762
 DF6762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6762!SPC MN C     -   0.99992185  x   1.00001625  =   0.99993810
 DF6762!UTM  15      -   0.99992185  x   0.99984585  =   0.99976771
 DF6762
 DF6762                          SUPERSEDED SURVEY CONTROL
 DF6762
 DF6762  NAD 83(1996)-  47 07 14.96647(N)    094 51 52.54315(W) AD(       ) 1
 DF6762  ELLIP H (08/04/03)  498.635  (m)                       GP(       ) 3 2
 DF6762
 DF6762.Superseded values are not recommended for survey control.
 DF6762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6762.See file dsdata.txt to determine how the superseded data were derived.
 DF6762
 DF6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5856420277(NAD 83)
 DF6762
 DF6762_MARKER: DD = SURVEY DISK
 DF6762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6762_STAMPING: 233-16 2001
 DF6762_MARK LOGO: MN-057
 DF6762_PROJECTION: RECESSED 3 CENTIMETERS
 DF6762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6762+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6762_ROD/PIPE-DEPTH:  9.1 meters
 DF6762
 DF6762  HISTORY     - Date     Condition        Report By
 DF6762  HISTORY     - 2001     MONUMENTED       MN-057
 DF6762
 DF6762                          STATION DESCRIPTION
 DF6762
 DF6762'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6762'7.7 MILES (12.4 KM) SE OF LAKE GEORGE, 8.17 MILES (13.15 KM) SOUTH
 DF6762'ALONG CO RD 91 FROM JCT OF
 DF6762'TH 71 (AT TH 71 MP 291.80) , THEN 0.62 MILES (1.00 KM) EAST ON REFUGE
 DF6762'FOREST RD, 57 FT (17.4 M)
 DF6762'NORTH OF ROAD, 25 FT (7.6 M) EAST OF ENTRANCE AT OLD GRAVEL PIT, 3 FT
 DF6762'(0.9 M) WEST OF WIT
 DF6762'POST.
 DF6762'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6763 ***********************************************************************
 DF6763  DESIGNATION -  233 35
 DF6763  PID         -  DF6763
 DF6763  STATE/COUNTY-  MN/HUBBARD
 DF6763  COUNTRY     -  US
 DF6763  USGS QUAD   -  EAST CROOKED LAKE (1972)
 DF6763
 DF6763                         *CURRENT SURVEY CONTROL
 DF6763  ______________________________________________________________________
 DF6763* NAD 83(2007) POSITION- 47 04 02.71311(N) 094 49 10.94966(W)   ADJUSTED  
 DF6763* NAD 83(2007) ELLIP HT-   448.413 (meters)        (02/10/07)   ADJUSTED
 DF6763* NAD 83(2007) EPOCH   -  2002.00
 DF6763* NAVD 88 ORTHO HEIGHT -   475.9    (meters)    1561.    (feet) GPS OBS   
 DF6763  ______________________________________________________________________
 DF6763  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6763  GEOID HEIGHT    -        -27.53  (meters)                     GEOID99
 DF6763  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DF6763  NAD 83(2007) X  -   -365,700.399 (meters)                     COMP
 DF6763  NAD 83(2007) Y  - -4,337,118.085 (meters)                     COMP
 DF6763  NAD 83(2007) Z  -  4,647,201.596 (meters)                     COMP
 DF6763  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC09
 DF6763
 DF6763  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6763  Type                                         Horiz  Ellip  Dist(km)
 DF6763  -------------------------------------------------------------------
 DF6763  NETWORK                                       0.91   0.78
 DF6763  -------------------------------------------------------------------
 DF6763  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.96   0.80      9.69
 DF6763  -------------------------------------------------------------------
 DF6763  NOTE: Click here for information on individual local accuracy
 DF6763  values and other accuracy information.
 DF6763
 DF6763
 DF6763.The horizontal coordinates were established by GPS observations
 DF6763.and adjusted by the National Geodetic Survey in February 2007.
 DF6763
 DF6763.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6763.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6763
 DF6763.The horizontal coordinates are valid at the epoch date displayed above
 DF6763.which is a decimal equivalence of Year/Month/Day.
 DF6763
 DF6763.The orthometric height was determined by GPS observations and a
 DF6763.high-resolution geoid model.
 DF6763
 DF6763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6763
 DF6763.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6763
 DF6763.The ellipsoidal height was determined by GPS observations
 DF6763.and is referenced to NAD 83.
 DF6763
 DF6763. The following values were computed from the NAD 83(2007) position.
 DF6763
 DF6763;                    North         East     Units Scale Factor Converg.
 DF6763;SPC MN C     -   329,951.082   756,725.013   MT  1.00000385   -0 24 43.6
 DF6763;SPC MN C     - 1,082,514.51  2,482,688.65   sFT  1.00000385   -0 24 43.6
 DF6763;UTM  15      - 5,214,263.021   361,831.401   MT  0.99983463   -1 19 57.1
 DF6763
 DF6763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6763!SPC MN C     -   0.99992972  x   1.00000385  =   0.99993357
 DF6763!UTM  15      -   0.99992972  x   0.99983463  =   0.99976436
 DF6763
 DF6763                          SUPERSEDED SURVEY CONTROL
 DF6763
 DF6763  NAD 83(1996)-  47 04 02.71293(N)    094 49 10.94938(W) AD(       ) 1
 DF6763  ELLIP H (08/04/03)  448.428  (m)                       GP(       ) 3 2
 DF6763
 DF6763.Superseded values are not recommended for survey control.
 DF6763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6763.See file dsdata.txt to determine how the superseded data were derived.
 DF6763
 DF6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6183114263(NAD 83)
 DF6763
 DF6763_MARKER: DD = SURVEY DISK
 DF6763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6763_STAMPING: 233-35 2001
 DF6763_MARK LOGO: MN-057
 DF6763_PROJECTION: RECESSED 5 CENTIMETERS
 DF6763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6763+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6763_ROD/PIPE-DEPTH:  9.1 meters
 DF6763
 DF6763  HISTORY     - Date     Condition        Report By
 DF6763  HISTORY     - 2001     MONUMENTED       MN-057
 DF6763
 DF6763                          STATION DESCRIPTION
 DF6763
 DF6763'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6763'7.5 MILES (12.1 KM) NORTH OF NEVIS, 4.06 MILES (6.53 KM) NORTH ALONG
 DF6763'CO RD 2 FROM THE JCT OF TH
 DF6763'34, THEN 2.02 MI (3.25 KM) EAST ON HILLVIEW RD, THEN 2.07 MI (3.33 KM)
 DF6763'NORTH ON 275TH AVE, THEN
 DF6763'0.62 MI (1.00 KM) WEST ON 270TH ST, THEN 1.8 MI (2.9 KM) NW ON THE
 DF6763'AKELEY CUT OFF FOREST RD, 24
 DF6763'FT (7.3 M) WEST OF ROAD, 3 FT (0.9 M) SOUTH OF WIT POST.
 DF6763'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6764 ***********************************************************************
 DF6764  DESIGNATION -  234 16
 DF6764  PID         -  DF6764
 DF6764  STATE/COUNTY-  MN/HUBBARD
 DF6764  COUNTRY     -  US
 DF6764  USGS QUAD   -  MANTRAP LAKE (1972)
 DF6764
 DF6764                         *CURRENT SURVEY CONTROL
 DF6764  ______________________________________________________________________
 DF6764* NAD 83(2007) POSITION- 47 07 08.09264(N) 094 58 59.43018(W)   ADJUSTED  
 DF6764* NAD 83(2007) ELLIP HT-   451.947 (meters)        (02/10/07)   ADJUSTED
 DF6764* NAD 83(2007) EPOCH   -  2002.00
 DF6764* NAVD 88 ORTHO HEIGHT -   479.3    (meters)    1573.    (feet) GPS OBS   
 DF6764  ______________________________________________________________________
 DF6764  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6764  GEOID HEIGHT    -        -27.36  (meters)                     GEOID99
 DF6764  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DF6764  NAD 83(2007) X  -   -377,708.790 (meters)                     COMP
 DF6764  NAD 83(2007) Y  - -4,331,881.862 (meters)                     COMP
 DF6764  NAD 83(2007) Z  -  4,651,101.923 (meters)                     COMP
 DF6764  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC09
 DF6764
 DF6764  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6764  Type                                         Horiz  Ellip  Dist(km)
 DF6764  -------------------------------------------------------------------
 DF6764  NETWORK                                       0.79   0.59
 DF6764  -------------------------------------------------------------------
 DF6764  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.80   0.52      9.29
 DF6764  -------------------------------------------------------------------
 DF6764  NOTE: Click here for information on individual local accuracy
 DF6764  values and other accuracy information.
 DF6764
 DF6764
 DF6764.The horizontal coordinates were established by GPS observations
 DF6764.and adjusted by the National Geodetic Survey in February 2007.
 DF6764
 DF6764.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6764.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6764
 DF6764.The horizontal coordinates are valid at the epoch date displayed above
 DF6764.which is a decimal equivalence of Year/Month/Day.
 DF6764
 DF6764.The orthometric height was determined by GPS observations and a
 DF6764.high-resolution geoid model.
 DF6764
 DF6764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6764
 DF6764.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6764
 DF6764.The ellipsoidal height was determined by GPS observations
 DF6764.and is referenced to NAD 83.
 DF6764
 DF6764. The following values were computed from the NAD 83(2007) position.
 DF6764
 DF6764;                    North         East     Units Scale Factor Converg.
 DF6764;SPC MN C     -   335,777.779   744,361.396   MT  1.00001580   -0 31 49.3
 DF6764;SPC MN C     - 1,101,630.93  2,442,125.68   sFT  1.00001580   -0 31 49.3
 DF6764;UTM  15      - 5,220,286.927   349,565.001   MT  0.99987814   -1 27 12.5
 DF6764
 DF6764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6764!SPC MN C     -   0.99992916  x   1.00001580  =   0.99994496
 DF6764!UTM  15      -   0.99992916  x   0.99987814  =   0.99980731
 DF6764
 DF6764                          SUPERSEDED SURVEY CONTROL
 DF6764
 DF6764  NAD 83(1996)-  47 07 08.09248(N)    094 58 59.43000(W) AD(       ) 1
 DF6764  ELLIP H (08/04/03)  451.961  (m)                       GP(       ) 3 2
 DF6764
 DF6764.Superseded values are not recommended for survey control.
 DF6764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6764.See file dsdata.txt to determine how the superseded data were derived.
 DF6764
 DF6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4956520286(NAD 83)
 DF6764
 DF6764_MARKER: DD = SURVEY DISK
 DF6764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6764_STAMPING: 234-16 2001
 DF6764_MARK LOGO: MN-057
 DF6764_PROJECTION: RECESSED 8 CENTIMETERS
 DF6764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6764+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6764_ROD/PIPE-DEPTH:  6.1 meters
 DF6764
 DF6764  HISTORY     - Date     Condition        Report By
 DF6764  HISTORY     - 2001     MONUMENTED       MN-057
 DF6764
 DF6764                          STATION DESCRIPTION
 DF6764
 DF6764'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6764'5.8 MILES (9.3 KM) SOUTH OF LAKE GEORGE, 5.89 MI (9.48 KM) SOUTH OF TH
 DF6764'71 ON CO RD 4, 0.65 MI (1.05
 DF6764'KM) SOUTH OF PINE LAKE COUNTY FOREST RD, 80 FT (24.4 M) WEST OF CO RD
 DF6764'4, 3 FT (0.9 M) EAST OF
 DF6764'WITNESS POST.
 DF6764'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6765 ***********************************************************************
 DF6765  DESIGNATION -  234 33
 DF6765  PID         -  DF6765
 DF6765  STATE/COUNTY-  MN/HUBBARD
 DF6765  COUNTRY     -  US
 DF6765  USGS QUAD   -  MANTRAP LAKE (1972)
 DF6765
 DF6765                         *CURRENT SURVEY CONTROL
 DF6765  ______________________________________________________________________
 DF6765* NAD 83(2007) POSITION- 47 04 44.45559(N) 094 58 54.49773(W)   ADJUSTED  
 DF6765* NAD 83(2007) ELLIP HT-   438.550 (meters)        (02/10/07)   ADJUSTED
 DF6765* NAD 83(2007) EPOCH   -  2002.00
 DF6765* NAVD 88 ORTHO HEIGHT -   465.9    (meters)    1529.    (feet) GPS OBS   
 DF6765  ______________________________________________________________________
 DF6765  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6765  GEOID HEIGHT    -        -27.35  (meters)                     GEOID99
 DF6765  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DF6765  NAD 83(2007) X  -   -377,886.595 (meters)                     COMP
 DF6765  NAD 83(2007) Y  - -4,335,119.047 (meters)                     COMP
 DF6765  NAD 83(2007) Z  -  4,648,072.365 (meters)                     COMP
 DF6765  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC09
 DF6765
 DF6765  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6765  Type                                         Horiz  Ellip  Dist(km)
 DF6765  -------------------------------------------------------------------
 DF6765  NETWORK                                       0.77   0.57
 DF6765  -------------------------------------------------------------------
 DF6765  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.78   0.50     10.21
 DF6765  -------------------------------------------------------------------
 DF6765  NOTE: Click here for information on individual local accuracy
 DF6765  values and other accuracy information.
 DF6765
 DF6765
 DF6765.The horizontal coordinates were established by GPS observations
 DF6765.and adjusted by the National Geodetic Survey in February 2007.
 DF6765
 DF6765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6765.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6765
 DF6765.The horizontal coordinates are valid at the epoch date displayed above
 DF6765.which is a decimal equivalence of Year/Month/Day.
 DF6765
 DF6765.The orthometric height was determined by GPS observations and a
 DF6765.high-resolution geoid model.
 DF6765
 DF6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6765
 DF6765.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6765
 DF6765.The ellipsoidal height was determined by GPS observations
 DF6765.and is referenced to NAD 83.
 DF6765
 DF6765. The following values were computed from the NAD 83(2007) position.
 DF6765
 DF6765;                    North         East     Units Scale Factor Converg.
 DF6765;SPC MN C     -   331,341.255   744,424.385   MT  1.00000647   -0 31 45.8
 DF6765;SPC MN C     - 1,087,075.43  2,442,332.34   sFT  1.00000647   -0 31 45.8
 DF6765;UTM  15      - 5,215,850.553   349,556.545   MT  0.99987817   -1 27 05.5
 DF6765
 DF6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6765!SPC MN C     -   0.99993126  x   1.00000647  =   0.99993773
 DF6765!UTM  15      -   0.99993126  x   0.99987817  =   0.99980944
 DF6765
 DF6765                          SUPERSEDED SURVEY CONTROL
 DF6765
 DF6765  NAD 83(1996)-  47 04 44.45544(N)    094 58 54.49755(W) AD(       ) 1
 DF6765  ELLIP H (08/04/03)  438.565  (m)                       GP(       ) 3 2
 DF6765
 DF6765.Superseded values are not recommended for survey control.
 DF6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6765.See file dsdata.txt to determine how the superseded data were derived.
 DF6765
 DF6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4955615850(NAD 83)
 DF6765
 DF6765_MARKER: DD = SURVEY DISK
 DF6765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6765_STAMPING: 234-33 2001
 DF6765_MARK LOGO: MN-057
 DF6765_PROJECTION: RECESSED 5 CENTIMETERS
 DF6765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6765+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6765_ROD/PIPE-DEPTH: 10.7 meters
 DF6765
 DF6765  HISTORY     - Date     Condition        Report By
 DF6765  HISTORY     - 2001     MONUMENTED       MN-057
 DF6765
 DF6765                          STATION DESCRIPTION
 DF6765
 DF6765'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6765'8.6 MILES (13.8 KM) SOUTH OF LAKE GEORGE, 8.65 MI (13.92 KM) SOUTH
 DF6765'ALONG CO RD 4 FROM JCT OF
 DF6765'TH 71, 79 FT (24.1 M) WEST OF CO RD 4, 235 FT (71.6 M) SOUTH OF
 DF6765'JASMINE DRIVE, 0.95 MI (1.53 KM)
 DF6765'NORTH OF EMMAVILLE STORE, 58.5 FT (17.8 M) SSW OF CABLE MARKER, 3 FT
 DF6765'(0.9 M) WEST OF WIT
 DF6765'POST.
 DF6765'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6766 ***********************************************************************
 DF6766  DESIGNATION -  235 2
 DF6766  PID         -  DF6766
 DF6766  STATE/COUNTY-  MN/HUBBARD
 DF6766  COUNTRY     -  US
 DF6766  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6766
 DF6766                         *CURRENT SURVEY CONTROL
 DF6766  ______________________________________________________________________
 DF6766* NAD 83(2007) POSITION- 47 08 50.32492(N) 095 04 30.47507(W)   ADJUSTED  
 DF6766* NAD 83(2007) ELLIP HT-   452.542 (meters)        (02/10/07)   ADJUSTED
 DF6766* NAD 83(2007) EPOCH   -  2002.00
 DF6766* NAVD 88 ORTHO HEIGHT -   479.8    (meters)    1574.    (feet) GPS OBS   
 DF6766  ______________________________________________________________________
 DF6766  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6766  GEOID HEIGHT    -        -27.26  (meters)                     GEOID99
 DF6766  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DF6766  NAD 83(2007) X  -   -384,456.084 (meters)                     COMP
 DF6766  NAD 83(2007) Y  - -4,328,965.447 (meters)                     COMP
 DF6766  NAD 83(2007) Z  -  4,653,250.270 (meters)                     COMP
 DF6766  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC09
 DF6766
 DF6766  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6766  Type                                         Horiz  Ellip  Dist(km)
 DF6766  -------------------------------------------------------------------
 DF6766  NETWORK                                       0.91   0.63
 DF6766  -------------------------------------------------------------------
 DF6766  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.84   0.51      7.66
 DF6766  -------------------------------------------------------------------
 DF6766  NOTE: Click here for information on individual local accuracy
 DF6766  values and other accuracy information.
 DF6766
 DF6766
 DF6766.The horizontal coordinates were established by GPS observations
 DF6766.and adjusted by the National Geodetic Survey in February 2007.
 DF6766
 DF6766.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6766.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6766
 DF6766.The horizontal coordinates are valid at the epoch date displayed above
 DF6766.which is a decimal equivalence of Year/Month/Day.
 DF6766
 DF6766.The orthometric height was determined by GPS observations and a
 DF6766.high-resolution geoid model.
 DF6766
 DF6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6766
 DF6766.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6766
 DF6766.The ellipsoidal height was determined by GPS observations
 DF6766.and is referenced to NAD 83.
 DF6766
 DF6766. The following values were computed from the NAD 83(2007) position.
 DF6766
 DF6766;                    North         East     Units Scale Factor Converg.
 DF6766;SPC MN C     -   339,003.403   737,416.171   MT  1.00002273   -0 35 48.8
 DF6766;SPC MN C     - 1,112,213.66  2,419,339.55   sFT  1.00002273   -0 35 48.8
 DF6766;UTM  15      - 5,223,623.691   342,673.573   MT  0.99990420   -1 31 17.8
 DF6766
 DF6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6766!SPC MN C     -   0.99992907  x   1.00002273  =   0.99995180
 DF6766!UTM  15      -   0.99992907  x   0.99990420  =   0.99983328
 DF6766
 DF6766                          SUPERSEDED SURVEY CONTROL
 DF6766
 DF6766  NAD 83(1996)-  47 08 50.32476(N)    095 04 30.47491(W) AD(       ) 1
 DF6766  ELLIP H (08/04/03)  452.556  (m)                       GP(       ) 3 2
 DF6766
 DF6766.Superseded values are not recommended for survey control.
 DF6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6766.See file dsdata.txt to determine how the superseded data were derived.
 DF6766
 DF6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4267323623(NAD 83)
 DF6766
 DF6766_MARKER: DD = SURVEY DISK
 DF6766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6766_STAMPING: 235-2 2001
 DF6766_MARK LOGO: MN-057
 DF6766_PROJECTION: RECESSED 5 CENTIMETERS
 DF6766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6766+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6766_ROD/PIPE-DEPTH:  5.5 meters
 DF6766
 DF6766  HISTORY     - Date     Condition        Report By
 DF6766  HISTORY     - 2001     MONUMENTED       MN-057
 DF6766
 DF6766                          STATION DESCRIPTION
 DF6766
 DF6766'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6766'5 MILES (8.0 KM) SW OF LAKE GEORGE, 3.5 MI (5.6 KM) SOUTH ALONG SPIDER
 DF6766'LAKE FOREST RD FROM
 DF6766'JCT OF TH 71 (AT TH 71 MP 282.35) , 122 FT (37.2 M) EAST OF ROAD,
 DF6766'75.22 FT (22.93 M) ENE OF 8 INCH
 DF6766'WHITE OAK , 92.97 FT (28.34 M) SW OF 12 INCH WHITE OAK, 3 FT (0.9 M)
 DF6766'NORTH OF WIT POST.
 DF6766'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6767 ***********************************************************************
 DF6767  DESIGNATION -  235 28
 DF6767  PID         -  DF6767
 DF6767  STATE/COUNTY-  MN/HUBBARD
 DF6767  COUNTRY     -  US
 DF6767  USGS QUAD   -  SKUNK LAKE (1972)
 DF6767
 DF6767                         *CURRENT SURVEY CONTROL
 DF6767  ______________________________________________________________________
 DF6767* NAD 83(2007) POSITION- 47 05 21.72469(N) 095 06 35.50911(W)   ADJUSTED  
 DF6767* NAD 83(2007) ELLIP HT-   428.033 (meters)        (02/10/07)   ADJUSTED
 DF6767* NAD 83(2007) EPOCH   -  2002.00
 DF6767* NAVD 88 ORTHO HEIGHT -   455.2    (meters)    1493.    (feet) GPS OBS   
 DF6767  ______________________________________________________________________
 DF6767  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6767  GEOID HEIGHT    -        -27.20  (meters)                     GEOID99
 DF6767  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DF6767  NAD 83(2007) X  -   -387,499.120 (meters)                     COMP
 DF6767  NAD 83(2007) Y  - -4,333,416.907 (meters)                     COMP
 DF6767  NAD 83(2007) Z  -  4,648,848.401 (meters)                     COMP
 DF6767  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC09
 DF6767
 DF6767  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6767  Type                                         Horiz  Ellip  Dist(km)
 DF6767  -------------------------------------------------------------------
 DF6767  NETWORK                                       0.84   0.59
 DF6767  -------------------------------------------------------------------
 DF6767  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.78   0.47      7.77
 DF6767  -------------------------------------------------------------------
 DF6767  NOTE: Click here for information on individual local accuracy
 DF6767  values and other accuracy information.
 DF6767
 DF6767
 DF6767.The horizontal coordinates were established by GPS observations
 DF6767.and adjusted by the National Geodetic Survey in February 2007.
 DF6767
 DF6767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6767.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6767
 DF6767.The horizontal coordinates are valid at the epoch date displayed above
 DF6767.which is a decimal equivalence of Year/Month/Day.
 DF6767
 DF6767.The orthometric height was determined by GPS observations and a
 DF6767.high-resolution geoid model.
 DF6767
 DF6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6767
 DF6767.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6767
 DF6767.The ellipsoidal height was determined by GPS observations
 DF6767.and is referenced to NAD 83.
 DF6767
 DF6767. The following values were computed from the NAD 83(2007) position.
 DF6767
 DF6767;                    North         East     Units Scale Factor Converg.
 DF6767;SPC MN C     -   332,589.828   734,712.043   MT  1.00000884   -0 37 19.3
 DF6767;SPC MN C     - 1,091,171.79  2,410,467.76   sFT  1.00000884   -0 37 19.3
 DF6767;UTM  15      - 5,217,255.242   339,866.650   MT  0.99991516   -1 32 44.3
 DF6767
 DF6767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6767!SPC MN C     -   0.99993291  x   1.00000884  =   0.99994175
 DF6767!UTM  15      -   0.99993291  x   0.99991516  =   0.99984808
 DF6767
 DF6767                          SUPERSEDED SURVEY CONTROL
 DF6767
 DF6767  NAD 83(1996)-  47 05 21.72454(N)    095 06 35.50893(W) AD(       ) 1
 DF6767  ELLIP H (08/04/03)  428.049  (m)                       GP(       ) 3 2
 DF6767
 DF6767.Superseded values are not recommended for survey control.
 DF6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6767.See file dsdata.txt to determine how the superseded data were derived.
 DF6767
 DF6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3986617255(NAD 83)
 DF6767
 DF6767_MARKER: DD = SURVEY DISK
 DF6767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6767_STAMPING: 235-28 2001
 DF6767_MARK LOGO: MN-057
 DF6767_PROJECTION: RECESSED 3 CENTIMETERS
 DF6767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6767+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6767_ROD/PIPE-DEPTH:  9.1 meters
 DF6767
 DF6767  HISTORY     - Date     Condition        Report By
 DF6767  HISTORY     - 2001     MONUMENTED       MN-057
 DF6767
 DF6767                          STATION DESCRIPTION
 DF6767
 DF6767'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6767'9 MILES (14.5 KM) SW OF LAKE GEORGE, FROM NORTH JCT OF CO RD 89 AND TH
 DF6767'71 (AT TH 71 MP 275.15)
 DF6767'GO 3.4 MI (5.5 KM) EAST AND SOUTH ON CO RD 89, 38 FT (11.6 M) WEST OF
 DF6767'CO RD 89, 0.25 MI (0.40 KM)
 DF6767'NORTH OF 298TH ST, 115.49 FT (35.20 M) NW OF 24 INCH NORWAY PINE, 3 FT
 DF6767'(0.9 M) WEST OF WIT
 DF6767'POST.
 DF6767'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5917 ***********************************************************************
 DH5917  DESIGNATION -  24 CER
 DH5917  PID         -  DH5917
 DH5917  STATE/COUNTY-  MN/CLEARWATER
 DH5917  COUNTRY     -  US
 DH5917  USGS QUAD   -  ZERKEL (1981)
 DH5917
 DH5917                         *CURRENT SURVEY CONTROL
 DH5917  ______________________________________________________________________
 DH5917* NAD 83(1986) POSITION- 47 18 40.     (N) 095 25 30.     (W)   SCALED    
 DH5917* NAVD 88 ORTHO HEIGHT -   452.154  (meters)    1483.44  (feet) ADJUSTED  
 DH5917  ______________________________________________________________________
 DH5917  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DH5917  DYNAMIC HEIGHT  -        452.190 (meters)     1483.56  (feet) COMP
 DH5917  MODELED GRAVITY -    980,678.2   (mgal)                       NAVD 88
 DH5917
 DH5917  VERT ORDER      -  THIRD
 DH5917
 DH5917.The horizontal coordinates were scaled from a topographic map and have
 DH5917.an estimated accuracy of +/- 6 seconds.
 DH5917.
 DH5917.The orthometric height was determined by differential leveling and
 DH5917.adjusted in May 2009.
 DH5917
 DH5917.The dynamic height is computed by dividing the NAVD 88
 DH5917.geopotential number by the normal gravity value computed on the
 DH5917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5917.degrees latitude (g = 980.6199 gals.).
 DH5917
 DH5917.The modeled gravity was interpolated from observed gravity values.
 DH5917
 DH5917;                    North         East    Units  Estimated Accuracy
 DH5917;SPC MN N     -   192,820.      624,240.      MT  (+/- 180 meters Scaled)
 DH5917
 DH5917                          SUPERSEDED SURVEY CONTROL
 DH5917
 DH5917.No superseded survey control is available for this station.
 DH5917
 DH5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN167425(NAD 83)
 DH5917
 DH5917_MARKER: DB = BENCH MARK DISK
 DH5917_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5917_STAMPING: 24 CER 1967
 DH5917_MARK LOGO: USGS  
 DH5917_PROJECTION: FLUSH
 DH5917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5917_ROD/PIPE-DEPTH:  4.6 meters
 DH5917
 DH5917  HISTORY     - Date     Condition        Report By
 DH5917  HISTORY     - 1967     MONUMENTED       USGS
 DH5917
 DH5917                          STATION DESCRIPTION
 DH5917
 DH5917'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 DH5917'ZERKEL, CLEARWATER COUNTY, 2.0 MI (3.2 KM) WEST OF, T. 144 N., R. 37
 DH5917'AND 38 W., NEAR CORNER OF SECTIONS 1, 6, 7 AND 12, 61 FT (18.6 M)
 DH5917'NORTH OF STATE HWY. 31, 76 FT (23.2 M) WEST OF A TRAIL NW. INTO TIMBER
 DH5917'FROM THE HWY., 3.5 FT (1.1 M) NORTH OF WHITE EARTH STATE FOREST SIGN,
 DH5917'A STANDARD TABLET SET ON TOP OF A 1/2 INCH COPPER COATED STEEL ROD,
 DH5917'DRIVEN 15 FT (4.6 M) INTO THE GROUND, AND STAMPED 24 CER 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0773 ***********************************************************************
 OO0773  DESIGNATION -  24 KED
 OO0773  PID         -  OO0773
 OO0773  STATE/COUNTY-  MN/STEELE
 OO0773  COUNTRY     -  US
 OO0773  USGS QUAD   -  HOPE (1967)
 OO0773
 OO0773                         *CURRENT SURVEY CONTROL
 OO0773  ______________________________________________________________________
 OO0773* NAD 83(1986) POSITION- 43 52 40.     (N) 093 22 01.     (W)   SCALED    
 OO0773* NAVD 88 ORTHO HEIGHT -   385.617  (meters)    1265.15  (feet) ADJUSTED  
 OO0773  ______________________________________________________________________
 OO0773  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 OO0773  DYNAMIC HEIGHT  -        385.537 (meters)     1264.88  (feet) COMP
 OO0773  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 OO0773
 OO0773  VERT ORDER      -  SECOND    CLASS I
 OO0773
 OO0773.The horizontal coordinates were scaled from a topographic map and have
 OO0773.an estimated accuracy of +/- 6 seconds.
 OO0773.
 OO0773.The orthometric height was determined by differential leveling and
 OO0773.adjusted in June 1991.
 OO0773
 OO0773.Photographs are available for this station.
 OO0773
 OO0773.The dynamic height is computed by dividing the NAVD 88
 OO0773.geopotential number by the normal gravity value computed on the
 OO0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0773.degrees latitude (g = 980.6199 gals.).
 OO0773
 OO0773.The modeled gravity was interpolated from observed gravity values.
 OO0773
 OO0773;                    North         East    Units  Estimated Accuracy
 OO0773;SPC MN S     -   197,730.      850,880.      MT  (+/- 180 meters Scaled)
 OO0773
 OO0773                          SUPERSEDED SURVEY CONTROL
 OO0773
 OO0773  NGVD 29 (??/??/92)  385.597  (m)         1265.08   (f) ADJ UNCH    2 1
 OO0773
 OO0773.Superseded values are not recommended for survey control.
 OO0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0773.See file dsdata.txt to determine how the superseded data were derived.
 OO0773
 OO0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ705583(NAD 83)
 OO0773
 OO0773_MARKER: DB = BENCH MARK DISK
 OO0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0773_SP_SET: CONCRETE POST
 OO0773_STAMPING: 24 KED 1966
 OO0773_PROJECTION: PROJECTING 5 CENTIMETERS
 OO0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0773+STABILITY: SURFACE MOTION
 OO0773
 OO0773  HISTORY     - Date     Condition        Report By
 OO0773  HISTORY     - 1966     MONUMENTED       USGS
 OO0773  HISTORY     - 1979     GOOD             MNDT
 OO0773
 OO0773                          STATION DESCRIPTION
 OO0773
 OO0773'DESCRIBED BY MN DEPT OF TRANSP 1979
 OO0773'3.1 MI WNW FROM ELLENDALE.
 OO0773'THE MARK IS LOCATED 3.15 MILES WEST NORTHWEST ALONG TRUNK HIGHWAY 30
 OO0773'FROM ITS INTERSECTION WITH COUNTY ROAD 14 NEAR ELLENDALE AND IS NEAR
 OO0773'TRUNK HIGHWAY 30 MILEPOST 175. THE MARK IS 75 FT. NORTH OF AND 5 FT.
 OO0773'LOWER THAN THE CENTERLINE OF THE HIGHWAY, 139 FT. WEST OF THE CENTER
 OO0773'OF A TOWNSHIP ROAD, 118 FT. NORTH NORTHWEST OF MILEPOST 175, 15.6 FT.
 OO0773'EAST SOUTHEAST OF A 15 INCH DIAMETER OAK TREE, 11.2 FT. SOUTHWEST OF
 OO0773'A TELEPHONE PEDESTAL NUMBERED A 33 6 LP 5, AND 5.7 FT. WEST OF A
 OO0773'STEEL RIGHT OF WAY POST. MARK 0.9 FT. NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5936 ***********************************************************************
 DH5936  DESIGNATION -  24 LNB
 DH5936  PID         -  DH5936
 DH5936  STATE/COUNTY-  MN/OTTER TAIL
 DH5936  COUNTRY     -  US
 DH5936  USGS QUAD   -  EAGLE BEND NW (1969)
 DH5936
 DH5936                         *CURRENT SURVEY CONTROL
 DH5936  ______________________________________________________________________
 DH5936* NAD 83(1986) POSITION- 46 14 17.     (N) 095 08 51.     (W)   SCALED    
 DH5936* NAVD 88 ORTHO HEIGHT -   446.087  (meters)    1463.54  (feet) ADJUSTED  
 DH5936  ______________________________________________________________________
 DH5936  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DH5936  DYNAMIC HEIGHT  -        446.089 (meters)     1463.54  (feet) COMP
 DH5936  MODELED GRAVITY -    980,604.9   (mgal)                       NAVD 88
 DH5936
 DH5936  VERT ORDER      -  THIRD
 DH5936
 DH5936.The horizontal coordinates were scaled from a topographic map and have
 DH5936.an estimated accuracy of +/- 6 seconds.
 DH5936.
 DH5936.The orthometric height was determined by differential leveling and
 DH5936.adjusted in May 2009.
 DH5936
 DH5936.No vertical observational check was made to the station.
 DH5936
 DH5936.The dynamic height is computed by dividing the NAVD 88
 DH5936.geopotential number by the normal gravity value computed on the
 DH5936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5936.degrees latitude (g = 980.6199 gals.).
 DH5936
 DH5936.The modeled gravity was interpolated from observed gravity values.
 DH5936
 DH5936;                    North         East    Units  Estimated Accuracy
 DH5936;SPC MN C     -   238,000.      730,780.      MT  (+/- 180 meters Scaled)
 DH5936
 DH5936                          SUPERSEDED SURVEY CONTROL
 DH5936
 DH5936.No superseded survey control is available for this station.
 DH5936
 DH5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM344227(NAD 83)
 DH5936
 DH5936_MARKER: DB = BENCH MARK DISK
 DH5936_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH5936+WITH SETTING: PAVEMENT
 DH5936_SP_SET: CONCRETE BASE OF SILO
 DH5936_STAMPING: 24 LNB 1967
 DH5936_MARK LOGO: USGS  
 DH5936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5936+STABILITY: SURFACE MOTION
 DH5936
 DH5936  HISTORY     - Date     Condition        Report By
 DH5936  HISTORY     - 1967     MONUMENTED       USGS
 DH5936
 DH5936                          STATION DESCRIPTION
 DH5936
 DH5936'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5936'BERTHA, 2.0 MI (3.2 KM) S. AND 4.0 MI (6.4 KM) W. OF, NEAR COR. SECS.
 DH5936'13, 18, 19 AND 24, T. 132 N., RS. 35 AND 36 W., 151 FT (46.0 M) N. AND
 DH5936'280 FT (85.3 M) W. OF CROSSROADS, 109 FT (33.2 M) W. OF W. SIDE OF A
 DH5936'FARMHOUSE, 11 FT (3.4 M) E. OF E. SIDE OF A BARN, IN S. SIDE OF
 DH5936'CONCRETE FOUNDATION FOR A SILO, A STANDARD TABLET STAMPED 24 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1930 ***********************************************************************
 DM1930  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1930  DESIGNATION -  24 RB
 DM1930  PID         -  DM1930
 DM1930  STATE/COUNTY-  MN/SWIFT
 DM1930  COUNTRY     -  US
 DM1930  USGS QUAD   -  DE GRAFF (1968)
 DM1930
 DM1930                         *CURRENT SURVEY CONTROL
 DM1930  ______________________________________________________________________
 DM1930* NAD 83(2007) POSITION- 45 16 55.44336(N) 095 29 25.88833(W)   ADJUSTED  
 DM1930* NAD 83(2007) ELLIP HT-   293.516 (meters)        (08/04/10)   ADJUSTED
 DM1930* NAD 83(2007) EPOCH   -  2002.00
 DM1930* NAVD 88 ORTHO HEIGHT -   320.00   (meters)    1049.9   (feet) GPS OBS   
 DM1930  ______________________________________________________________________
 DM1930  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1930  GEOID HEIGHT    -        -26.40  (meters)                     GEOID03
 DM1930  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DM1930  NAD 83(2007) X  -   -430,141.901 (meters)                     COMP
 DM1930  NAD 83(2007) Y  - -4,474,951.387 (meters)                     COMP
 DM1930  NAD 83(2007) Z  -  4,509,668.319 (meters)                     COMP
 DM1930  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC09
 DM1930  HORZ ORDER      -  FIRST
 DM1930  ELLP ORDER      -  THIRD     CLASS I
 DM1930
 DM1930.The horizontal coordinates were established by GPS observations
 DM1930.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1930
 DM1930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1930.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1930
 DM1930.The horizontal coordinates are valid at the epoch date displayed above
 DM1930.which is a decimal equivalence of Year/Month/Day.
 DM1930
 DM1930.The orthometric height was determined by GPS observations and a
 DM1930.high-resolution geoid model using precise GPS observation and
 DM1930.processing techniques.
 DM1930
 DM1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1930
 DM1930.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1930
 DM1930.The ellipsoidal height was determined by GPS observations
 DM1930.and is referenced to NAD 83.
 DM1930
 DM1930. The following values were computed from the NAD 83(2007) position.
 DM1930
 DM1930;                    North         East     Units Scale Factor Converg.
 DM1930;SPC MN S     -   354,639.961   683,059.646   MT  1.00001495   -1 02 41.1
 DM1930;SPC MN S     - 1,163,514.61  2,241,004.86   sFT  1.00001495   -1 02 41.1
 DM1930;UTM  15      - 5,017,302.806   304,674.582   MT  1.00006912   -1 46 13.0
 DM1930
 DM1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1930!SPC MN S     -   0.99995398  x   1.00001495  =   0.99996893
 DM1930!UTM  15      -   0.99995398  x   1.00006912  =   1.00002310
 DM1930
 DM1930                          SUPERSEDED SURVEY CONTROL
 DM1930
 DM1930.No superseded survey control is available for this station.
 DM1930
 DM1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0467417302(NAD 83)
 DM1930
 DM1930_MARKER: DD = SURVEY DISK
 DM1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1930_STAMPING: 24 RB 1966
 DM1930_MARK LOGO: USGS  
 DM1930_PROJECTION: FLUSH
 DM1930_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1930+STABILITY: SURFACE MOTION
 DM1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1930+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 DM1930
 DM1930  HISTORY     - Date     Condition        Report By
 DM1930  HISTORY     - 19660401 MONUMENTED       USGS
 DM1930  HISTORY     - 20080326 GOOD             MNDT
 DM1930
 DM1930                          STATION DESCRIPTION
 DM1930
 DM1930'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1930'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1930'THE MARK IS 1.6 MILES NORTHWEST OF DE GRAFF, 1.2 MILES NORTHWEST ALONG
 DM1930'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD
 DM1930'31 (4TH STREET) IN DE GRAFF, THEN 0.8 MILE NORTH ON 65TH AVENUE, 51
 DM1930'FEET NORTH OF 30TH STREET SOUTHEAST AND 60 FEET EAST OF 65TH AVENUE
 DM1930'SOUTHEAST, 19.0 FEET EAST OF POWER POLE, 1.5 FEET SOUTHEAST OF
 DM1930'ELECTRIC PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0782 ***********************************************************************
 QO0782  DESIGNATION -  24 RDS
 QO0782  PID         -  QO0782
 QO0782  STATE/COUNTY-  MN/ANOKA
 QO0782  COUNTRY     -  US
 QO0782  USGS QUAD   -  CENTERVILLE (1993)
 QO0782
 QO0782                         *CURRENT SURVEY CONTROL
 QO0782  ______________________________________________________________________
 QO0782* NAD 83(1986) POSITION- 45 10 58.     (N) 093 07 20.     (W)   SCALED    
 QO0782* NAVD 88 ORTHO HEIGHT -   274.803  (meters)     901.58  (feet) ADJUSTED  
 QO0782  ______________________________________________________________________
 QO0782  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO0782  DYNAMIC HEIGHT  -        274.800 (meters)      901.57  (feet) COMP
 QO0782  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 QO0782
 QO0782  VERT ORDER      -  SECOND    CLASS 0
 QO0782
 QO0782.The horizontal coordinates were scaled from a topographic map and have
 QO0782.an estimated accuracy of +/- 6 seconds.
 QO0782.
 QO0782.The orthometric height was determined by differential leveling and
 QO0782.adjusted in June 1991.
 QO0782
 QO0782.The dynamic height is computed by dividing the NAVD 88
 QO0782.geopotential number by the normal gravity value computed on the
 QO0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0782.degrees latitude (g = 980.6199 gals.).
 QO0782
 QO0782.The modeled gravity was interpolated from observed gravity values.
 QO0782
 QO0782;                    North         East    Units  Estimated Accuracy
 QO0782;SPC MN S     -   342,910.      868,990.      MT  (+/- 180 meters Scaled)
 QO0782
 QO0782                          SUPERSEDED SURVEY CONTROL
 QO0782
 QO0782  NGVD 29 (??/??/92)  274.760  (m)          901.44   (f) ADJ UNCH    2 0
 QO0782
 QO0782.Superseded values are not recommended for survey control.
 QO0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0782.See file dsdata.txt to determine how the superseded data were derived.
 QO0782
 QO0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL903032(NAD 83)
 QO0782
 QO0782_MARKER: DD = SURVEY DISK
 QO0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0782_SP_SET: MONUMENT
 QO0782_STAMPING: 24 RDS 1950
 QO0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0782
 QO0782  HISTORY     - Date     Condition        Report By
 QO0782  HISTORY     - 1950     MONUMENTED       USGS
 QO0782  HISTORY     - 1966     GOOD             MNDT
 QO0782  HISTORY     - 1969     MARK NOT FOUND   CGS
 QO0782  HISTORY     - 1979     GOOD             LOCSUR
 QO0782
 QO0782                          STATION DESCRIPTION
 QO0782
 QO0782'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0782'IN LINO LAKES.
 QO0782'MARK IS LOCATED 273 FEET NORTH OF ENGLEWOOD DRIVE, 22 FEET EAST OF
 QO0782'SUNSET STREET NORTHEAST, 1 FOOT WEST OF A STEEL WITNESS POST, IN A
 QO0782'CONCRETE MONUMENT PROJECTS ABOUT 1.0 FOOT ABOVE GROUND.  SW 1/4
 QO0782'SECTION 18, T 31N, R 22W.  NOTE-- PROBABLY DESTROYED BY BRIDGE
 QO0782'CONSTRUCTION.
 QO0782
 QO0782                          STATION RECOVERY (1969)
 QO0782
 QO0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 QO0782'MARK NOT FOUND.
 QO0782
 QO0782                          STATION RECOVERY (1979)
 QO0782
 QO0782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 QO0782'THE MARK IS LOCATED NEAR THE JUNCTION OF 4TH AVENUE AND LILAC STREET
 QO0782'(TH 326) IN LINO LAKES. THE MARK IS 273 FEET NORTH OF THE CENTER OF
 QO0782'LILAAC STREET, 22 FEET EAST OF THE CENTER OF 4TH AVE. AND L FOOT WEST
 QO0782'OF A STEEL WITNESS POST. THE MARK, A STANDARD USGS DISK STAMPED "24
 QO0782'RDS 1950", IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 1 FOOT
 QO0782'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0726 ***********************************************************************
 PR0726  HT_MOD      -  This is a Height Modernization Survey Station.
 PR0726  DESIGNATION -  24 SEM
 PR0726  PID         -  PR0726
 PR0726  STATE/COUNTY-  MN/YELLOW MEDICINE
 PR0726  COUNTRY     -  US
 PR0726  USGS QUAD   -  PORTER (1967)
 PR0726
 PR0726                         *CURRENT SURVEY CONTROL
 PR0726  ______________________________________________________________________
 PR0726* NAD 83(2007) POSITION- 44 38 42.53200(N) 096 08 01.11550(W)   ADJUSTED  
 PR0726* NAD 83(2007) ELLIP HT-   337.018 (meters)        (11/04/09)   ADJUSTED
 PR0726* NAD 83(2007) EPOCH   -  2002.00
 PR0726* NAVD 88 ORTHO HEIGHT -   363.20   (meters)    1191.6   (feet) GPS OBS   
 PR0726  ______________________________________________________________________
 PR0726  NAVD 88 orthometric height was determined with geoid model    GEOID03
 PR0726  GEOID HEIGHT    -        -26.16  (meters)                     GEOID03
 PR0726  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 PR0726  NAD 83(2007) X  -   -485,690.893 (meters)                     COMP
 PR0726  NAD 83(2007) Y  - -4,519,606.260 (meters)                     COMP
 PR0726  NAD 83(2007) Z  -  4,459,614.928 (meters)                     COMP
 PR0726  LAPLACE CORR    -         -6.05  (seconds)                    DEFLEC09
 PR0726  HORZ ORDER      -  FIRST
 PR0726  ELLP ORDER      -  THIRD     CLASS I
 PR0726
 PR0726.The horizontal coordinates were established by GPS observations
 PR0726.and adjusted by the MN DEPT OF TRANSP in November 2009.
 PR0726
 PR0726.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PR0726.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PR0726
 PR0726.The horizontal coordinates are valid at the epoch date displayed above
 PR0726.which is a decimal equivalence of Year/Month/Day.
 PR0726
 PR0726.The orthometric height was determined by GPS observations and a
 PR0726.high-resolution geoid model using precise GPS observation and
 PR0726.processing techniques.
 PR0726
 PR0726.Photographs are available for this station.
 PR0726
 PR0726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PR0726
 PR0726.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0726
 PR0726.The ellipsoidal height was determined by GPS observations
 PR0726.and is referenced to NAD 83.
 PR0726
 PR0726. The following values were computed from the NAD 83(2007) position.
 PR0726
 PR0726;                    North         East     Units Scale Factor Converg.
 PR0726;SPC MN S     -   285,003.835   630,765.713   MT  0.99992517   -1 29 43.9
 PR0726;SPC MN S     -   935,050.08  2,069,437.18   sFT  0.99992517   -1 29 43.9
 PR0726;UTM  14      - 4,947,529.164   727,304.149   MT  1.00023541   +2 00 54.3
 PR0726
 PR0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0726!SPC MN S     -   0.99994716  x   0.99992517  =   0.99987233
 PR0726!UTM  14      -   0.99994716  x   1.00023541  =   1.00018256
 PR0726
 PR0726                          SUPERSEDED SURVEY CONTROL
 PR0726
 PR0726  NAD 83(1996)-  44 38 42.52427(N)    096 08 01.13336(W) AD(       ) 3
 PR0726  NAD 83(1996)-  44 38 42.52492(N)    096 08 01.13217(W) AD(       ) 3
 PR0726  NAD 83(1986)-  44 38 42.52459(N)    096 08 01.11595(W) AD(       ) 3
 PR0726  NAD 27      -  44 38 42.65161(N)    096 07 59.96823(W) AD(       ) 3
 PR0726  NGVD 29 (07/19/86)  363.00   (m)         1190.9    (f) LEVELING    3  
 PR0726
 PR0726.Superseded values are not recommended for survey control.
 PR0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0726.See file dsdata.txt to determine how the superseded data were derived.
 PR0726
 PR0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2730447529(NAD 83)
 PR0726
 PR0726_MARKER: DD = SURVEY DISK
 PR0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0726_STAMPING: 24 SEM 1965 1191
 PR0726_MARK LOGO: DI    
 PR0726_PROJECTION: PROJECTING 10 CENTIMETERS
 PR0726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PR0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0726+STABILITY: SURFACE MOTION
 PR0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0726+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2009
 PR0726
 PR0726  HISTORY     - Date     Condition        Report By
 PR0726  HISTORY     - 1954     MONUMENTED       DI
 PR0726  HISTORY     - 20090415 GOOD             MNDT
 PR0726
 PR0726                          STATION DESCRIPTION
 PR0726
 PR0726'DESCRIBED BY US DEPARTMENT OF INTERIOR 1954 (SEM)
 PR0726'PORTER,1 MILE N AND 1.75 MILE E OF, T.114N,R.44W, NEAR CORNER SECTIONS
 PR0726'26,27,34,35, 42 FT S AND 36 FT W OF X-ROADS, 2.5 FT S OF TELEPHONE
 PR0726'POLE, IN CONCRETE POST WITH STANDARD TABLET STAMPED---24 SEM 1965 1191
 PR0726'ET 1965---.
 PR0726
 PR0726                          STATION RECOVERY (2009)
 PR0726
 PR0726'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PR0726'1.7 MILE NORTHEAST OF PORTER, 1.2 MILES NORTH AND EAST ALONG COUNTY
 PR0726'ROAD 12 FROM JUNCTION OF COUNTY ROAD 12 AND TRUNK HIGHWAY 68 IN
 PR0726'PORTER, THEN 1.1 MILES EAST ALONG 170TH AVENUE, 40.0 FEET SOUTH OF
 PR0726'170TH AVENUE, 34.0 FEET WEST OF 260TH STREET, 2.5 FEET SOUTH OF
 PR0726'TELEPHONE/TELEGRAPH POLE, 2.0 FEET SOUTH OF CABLE PEDESTAL, 0.6 FOOT
 PR0726'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7372 ***********************************************************************
 DF7372  DESIGNATION -  24 SEM
 DF7372  PID         -  DF7372
 DF7372  STATE/COUNTY-  MN/AITKIN
 DF7372  COUNTRY     -  US
 DF7372  USGS QUAD   -  THOR (1980)
 DF7372
 DF7372                         *CURRENT SURVEY CONTROL
 DF7372  ______________________________________________________________________
 DF7372* NAD 83(2007) POSITION- 46 22 38.91663(N) 093 23 22.48911(W)   ADJUSTED  
 DF7372* NAD 83(2007) ELLIP HT-   369.851 (meters)        (02/10/07)   ADJUSTED
 DF7372* NAD 83(2007) EPOCH   -  2002.00
 DF7372* NAVD 88 ORTHO HEIGHT -   397.5    (meters)    1304.    (feet) GPS OBS   
 DF7372  ______________________________________________________________________
 DF7372  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7372  GEOID HEIGHT    -        -27.60  (meters)                     GEOID99
 DF7372  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DF7372  NAD 83(2007) X  -   -260,639.837 (meters)                     COMP
 DF7372  NAD 83(2007) Y  - -4,400,585.207 (meters)                     COMP
 DF7372  NAD 83(2007) Z  -  4,594,562.422 (meters)                     COMP
 DF7372  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC09
 DF7372
 DF7372  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7372  Type                                         Horiz  Ellip  Dist(km)
 DF7372  -------------------------------------------------------------------
 DF7372  NETWORK                                       0.92   0.94
 DF7372  -------------------------------------------------------------------
 DF7372  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.99   0.98      9.57
 DF7372  -------------------------------------------------------------------
 DF7372  NOTE: Click here for information on individual local accuracy
 DF7372  values and other accuracy information.
 DF7372
 DF7372
 DF7372.The horizontal coordinates were established by GPS observations
 DF7372.and adjusted by the National Geodetic Survey in February 2007.
 DF7372
 DF7372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7372.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7372
 DF7372.The horizontal coordinates are valid at the epoch date displayed above
 DF7372.which is a decimal equivalence of Year/Month/Day.
 DF7372
 DF7372.The orthometric height was determined by GPS observations and a
 DF7372.high-resolution geoid model.
 DF7372
 DF7372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7372
 DF7372.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7372
 DF7372.The ellipsoidal height was determined by GPS observations
 DF7372.and is referenced to NAD 83.
 DF7372
 DF7372. The following values were computed from the NAD 83(2007) position.
 DF7372
 DF7372;                    North         East     Units Scale Factor Converg.
 DF7372;SPC MN C     -   253,460.871   866,189.810   MT  0.99992230   +0 37 20.7
 DF7372;SPC MN C     -   831,562.87  2,841,824.40   sFT  0.99992230   +0 37 20.7
 DF7372;UTM  15      - 5,136,062.884   470,039.699   MT  0.99961103   -0 16 55.3
 DF7372
 DF7372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7372!SPC MN C     -   0.99994203  x   0.99992230  =   0.99986433
 DF7372!UTM  15      -   0.99994203  x   0.99961103  =   0.99955308
 DF7372
 DF7372                          SUPERSEDED SURVEY CONTROL
 DF7372
 DF7372  NAD 83(1996)-  46 22 38.91650(N)    093 23 22.48877(W) AD(       ) 1
 DF7372  ELLIP H (08/26/03)  369.879  (m)                       GP(       ) 3 1
 DF7372
 DF7372.Superseded values are not recommended for survey control.
 DF7372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7372.See file dsdata.txt to determine how the superseded data were derived.
 DF7372
 DF7372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7003936062(NAD 83)
 DF7372
 DF7372_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7372_STAMPING: 24 SEM 1967
 DF7372_MARK LOGO: USGS  
 DF7372_PROJECTION: PROJECTING 10 CENTIMETERS
 DF7372_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF7372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7372+STABILITY: SURFACE MOTION
 DF7372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7372+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7372
 DF7372  HISTORY     - Date     Condition        Report By
 DF7372  HISTORY     - 1967     MONUMENTED       USGS
 DF7372  HISTORY     - 19990401 GOOD             MNDT
 DF7372
 DF7372                          STATION DESCRIPTION
 DF7372
 DF7372'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7372'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY DESCRIBED. THE
 DF7372'STATION IS 6.8 MI NE OF MALMO, 8.9 MI EAST ON CO RD 2 FROM JCT OF CO
 DF7372'RD 2 AND TH 47, THENCE  5.9 MI NW ON FOREST RD, 3 MI NORTH AND 6 MI
 DF7372'WEST OF PLINY, 1 80 FT NORTH OF T-RD EAST, 17 FT EAST OF FOREST RD, 42
 DF7372'FT NORTH AND 24 FT WEST OF ROCK PILE IN CLUMP OF POPLAR TREES, 1 FT NE
 DF7372'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP1075 ***********************************************************************
 RP1075  DESIGNATION -  24 WHV
 RP1075  PID         -  RP1075
 RP1075  STATE/COUNTY-  MN/CLAY
 RP1075  COUNTRY     -  US
 RP1075  USGS QUAD   -  BAKER (1979)
 RP1075
 RP1075                         *CURRENT SURVEY CONTROL
 RP1075  ______________________________________________________________________
 RP1075* NAD 83(1996) POSITION- 46 44 51.44286(N) 096 30 17.70594(W)   NO CHECK  
 RP1075* NAVD 88 ORTHO HEIGHT -   289.16   (+/-2cm)     948.7   (feet) VERTCON   
 RP1075  ______________________________________________________________________
 RP1075  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 RP1075  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC09
 RP1075  HORZ ORDER      -  THIRD
 RP1075  VERT ORDER      -  THIRD ? (See Below)
 RP1075
 RP1075.The horizontal coordinates were established by classical geodetic methods
 RP1075.and adjusted by the National Geodetic Survey in March 1999.
 RP1075.
 RP1075.No horizontal observational check was made to the station.
 RP1075.
 RP1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 RP1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RP1075
 RP1075.The vertical order pertains to the NGVD 29 superseded value.
 RP1075
 RP1075.The Laplace correction was computed from DEFLEC09 derived deflections.
 RP1075
 RP1075. The following values were computed from the NAD 83(1996) position.
 RP1075
 RP1075;                    North         East     Units Scale Factor Converg.
 RP1075;SPC MN C     -   296,697.276   627,726.296   MT  0.99994795   -1 37 52.3
 RP1075;SPC MN C     -   973,414.31  2,059,465.36   sFT  0.99994795   -1 37 52.3
 RP1075;UTM  14      - 5,180,142.241   690,577.780   MT  1.00004643   +1 49 04.1
 RP1075
 RP1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RP1075!SPC MN C     -   0.99995884  x   0.99994795  =   0.99990680
 RP1075!UTM  14      -   0.99995884  x   1.00004643  =   1.00000527
 RP1075
 RP1075                          SUPERSEDED SURVEY CONTROL
 RP1075
 RP1075  NAD 83(1996)-  46 44 51.44311(N)    096 30 17.70610(W) AD(       ) 3
 RP1075  NAD 83(1986)-  46 44 51.44252(N)    096 30 17.69770(W) AD(       ) 3
 RP1075  NAD 27      -  46 44 51.58168(N)    096 30 16.44661(W) AD(       ) 3
 RP1075  NGVD 29 (07/19/86)  288.88   (m)          947.8    (f) LEVELING    3  
 RP1075
 RP1075.Superseded values are not recommended for survey control.
 RP1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP1075.See file dsdata.txt to determine how the superseded data were derived.
 RP1075
 RP1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9057780142(NAD 83)
 RP1075
 RP1075_MARKER: DE = TRAVERSE STATION DISK
 RP1075_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RP1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP1075
 RP1075  HISTORY     - Date     Condition        Report By
 RP1075  HISTORY     - 1950     MONUMENTED       USGS
 RP1075
 RP1075                          STATION DESCRIPTION
 RP1075
 RP1075'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 RP1075'BARNESVILLE, 7.0 MI N. AND 4.0 MI W. OF.  T. 138 N., R. 46 W., AT COR.
 RP1075'SECS. 20, 21, 28 AND 29, 243 FT N. OF CROSSROADS, 52 FT NE. FROM NE.
 RP1075'COR. OF SCHOOLHOUSE, 28 FT W. OF CENTER OF RD., 1 FT S. AND 2 FT W. OF
 RP1075'FENCE COR., IN CONCRETE POST. STANDARD TABLET STAMPED---24 WHV 1950---
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0525 ***********************************************************************
 OO0525  DESIGNATION -  2401 B
 OO0525  PID         -  OO0525
 OO0525  STATE/COUNTY-  MN/FREEBORN
 OO0525  COUNTRY     -  US
 OO0525  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO0525
 OO0525                         *CURRENT SURVEY CONTROL
 OO0525  ______________________________________________________________________
 OO0525* NAD 83(1986) POSITION- 43 40 17.     (N) 093 23 57.     (W)   SCALED    
 OO0525* NAVD 88 ORTHO HEIGHT -   371.870  (meters)    1220.04  (feet) ADJUSTED  
 OO0525  ______________________________________________________________________
 OO0525  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 OO0525  DYNAMIC HEIGHT  -        371.778 (meters)     1219.74  (feet) COMP
 OO0525  MODELED GRAVITY -    980,359.2   (mgal)                       NAVD 88
 OO0525
 OO0525  VERT ORDER      -  SECOND    CLASS 0
 OO0525
 OO0525.The horizontal coordinates were scaled from a topographic map and have
 OO0525.an estimated accuracy of +/- 6 seconds.
 OO0525.
 OO0525.The orthometric height was determined by differential leveling and
 OO0525.adjusted in June 1991.
 OO0525
 OO0525.The dynamic height is computed by dividing the NAVD 88
 OO0525.geopotential number by the normal gravity value computed on the
 OO0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0525.degrees latitude (g = 980.6199 gals.).
 OO0525
 OO0525.The modeled gravity was interpolated from observed gravity values.
 OO0525
 OO0525;                    North         East    Units  Estimated Accuracy
 OO0525;SPC MN S     -   174,780.      848,460.      MT  (+/- 180 meters Scaled)
 OO0525
 OO0525                          SUPERSEDED SURVEY CONTROL
 OO0525
 OO0525  NGVD 29 (??/??/92)  371.849  (m)         1219.97   (f) ADJ UNCH    2 0
 OO0525
 OO0525.Superseded values are not recommended for survey control.
 OO0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0525.See file dsdata.txt to determine how the superseded data were derived.
 OO0525
 OO0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ678354(NAD 83)
 OO0525
 OO0525_MARKER: DB = BENCH MARK DISK
 OO0525_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0525_SP_SET: HEADWALL OF BOX CULVERT
 OO0525_STAMPING: 2401 B 1967
 OO0525_MARK LOGO: MNDT  
 OO0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0525+STABILITY: SURFACE MOTION
 OO0525
 OO0525  HISTORY     - Date     Condition        Report By
 OO0525  HISTORY     - 1967     MONUMENTED       MNDT
 OO0525  HISTORY     - 1969     GOOD             MNDT
 OO0525  HISTORY     - 1980     GOOD             MNDT
 OO0525
 OO0525                          STATION DESCRIPTION
 OO0525
 OO0525'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0525'1.7 MI N FROM ALBERT LEA.
 OO0525'MARK IS LOCATED 1.7 MILES NORTH OF THE JUNCTION OF T.H. 16, T.H. 69,
 OO0525'AND T.H. 13, ALONG T.H. 13, AT THE NORTHWEST CORNER OF FOUNTAIN LAKE,
 OO0525'IN THE SOUTHEAST CORNER OF A TWIN BOX CULVERT UNDER T.H. 13.  NW 1/4,
 OO0525'SEC 6, T 102N, R 21W.
 OO0525
 OO0525                          STATION RECOVERY (1980)
 OO0525
 OO0525'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0525'THE MARK IS LOCATED ABOUT 1.5 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM
 OO0525'ITS JUNCTION WITH TRUNK HIGHWAY 69 AND COUNTY ROAD 46 IN ALBERT LEA,
 OO0525'THENCE 0.1 MILE NORTH ALONG COUNTY ROAD 101 AND IS IN THE NW 1/4 OF
 OO0525'SECTION 6, T102N, R21W.  THE MARK IS 89 FEET EAST OF AND 4 FEET LOWER
 OO0525'THAN THE CENTERLINE OF COUNTY ROAD 101 IN THE HEADWALL IN THE
 OO0525'SOUTHEAST CORNER OF A 24 FOOT WIDE BY 8 FOOT DEEP DOUBLE BOX CULVERT
 OO0525'UNDER COUNTY ROAD 101 AT THE NORTHWEST CORNER OF FOUNTAIN LAKE.  THE
 OO0525'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2401 B 1967---, IS
 OO0525'CEMENTED IN THE HEADWALL OF THE DOUBLE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0523 ***********************************************************************
 OO0523  DESIGNATION -  2401 C
 OO0523  PID         -  OO0523
 OO0523  STATE/COUNTY-  MN/FREEBORN
 OO0523  COUNTRY     -  US
 OO0523  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO0523
 OO0523                         *CURRENT SURVEY CONTROL
 OO0523  ______________________________________________________________________
 OO0523* NAD 83(1986) POSITION- 43 42 22.     (N) 093 26 16.     (W)   SCALED    
 OO0523* NAVD 88 ORTHO HEIGHT -   386.794  (meters)    1269.01  (feet) ADJUSTED  
 OO0523  ______________________________________________________________________
 OO0523  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 OO0523  DYNAMIC HEIGHT  -        386.698 (meters)     1268.69  (feet) COMP
 OO0523  MODELED GRAVITY -    980,359.1   (mgal)                       NAVD 88
 OO0523
 OO0523  VERT ORDER      -  SECOND    CLASS I
 OO0523
 OO0523.The horizontal coordinates were scaled from a topographic map and have
 OO0523.an estimated accuracy of +/- 6 seconds.
 OO0523.
 OO0523.The orthometric height was determined by differential leveling and
 OO0523.adjusted in June 1991.
 OO0523
 OO0523.Photographs are available for this station.
 OO0523
 OO0523.The dynamic height is computed by dividing the NAVD 88
 OO0523.geopotential number by the normal gravity value computed on the
 OO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0523.degrees latitude (g = 980.6199 gals.).
 OO0523
 OO0523.The modeled gravity was interpolated from observed gravity values.
 OO0523
 OO0523;                    North         East    Units  Estimated Accuracy
 OO0523;SPC MN S     -   178,610.      845,320.      MT  (+/- 180 meters Scaled)
 OO0523
 OO0523                          SUPERSEDED SURVEY CONTROL
 OO0523
 OO0523  NGVD 29 (??/??/92)  386.766  (m)         1268.91   (f) ADJ UNCH    2 0
 OO0523
 OO0523.Superseded values are not recommended for survey control.
 OO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0523.See file dsdata.txt to determine how the superseded data were derived.
 OO0523
 OO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ647393(NAD 83)
 OO0523
 OO0523_MARKER: DB = BENCH MARK DISK
 OO0523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0523_SP_SET: BOX CULVERT HEADWALL
 OO0523_STAMPING: 2401 C 1967
 OO0523_MARK LOGO: MNHD  
 OO0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0523+STABILITY: SURFACE MOTION
 OO0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0523+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO0523
 OO0523  HISTORY     - Date     Condition        Report By
 OO0523  HISTORY     - 1967     MONUMENTED       MNDT
 OO0523  HISTORY     - 1980     GOOD             MNDT
 OO0523  HISTORY     - 20080609 GOOD             MNDT
 OO0523
 OO0523                          STATION DESCRIPTION
 OO0523
 OO0523'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0523'1.35 MI S FROM MANCHESTER.
 OO0523'MARK IS LOCATED NEAR THE CENTER OF SECTION 23, T103N, R22W ABOUT 1.35
 OO0523'MILES SOUTH OF MANCHESTER ON T.H. 13 AND ABOUT 1.8 MILES NORTH OF
 OO0523'PROPOSED F.A.I. 90 INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY
 OO0523'DEPARTMENT DISK STAMPED 2401 C 1967 SET IN THE SE CORNER HEADWALL OF A
 OO0523'BOX CULVERT.  ALONG T.H. 13.
 OO0523
 OO0523                          STATION RECOVERY (1980)
 OO0523
 OO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0523'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0523'MINN AND IS LOCATED ABOUT 1.35 MILES SOUTH ALONG TRUNK HIGHWAY 13
 OO0523'FROM ITS JUNCTION WITH COUNTY ROAD 25 IN MANCHESTER AND IS NEAR
 OO0523'HIGHWAY 13 MILE POINT 5 IN THE SE 1/4 OF SECTION 23, T103N, R22W.
 OO0523'THE MARK IS 225 FEET SOUTHEAST OF MILE POST 5, 30 FEET EAST OF AND 3
 OO0523'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 13 IN THE HEADWALL IN THE
 OO0523'SOUTHEAST CORNER OF A 36 FOOT WIDE BY 12 FOOT DEEP BOX CULVERT AT A
 OO0523'DRAINAGE DITCH.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO0523'STAMPED---2401 C 1967---, IS CEMENTED IN A DRILL HOLE IN THE
 OO0523'HEADWALL.
 OO0523
 OO0523                          STATION RECOVERY (2008)
 OO0523
 OO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1410 ***********************************************************************
 OO1410  DESIGNATION -  2401 D
 OO1410  PID         -  OO1410
 OO1410  STATE/COUNTY-  MN/FREEBORN
 OO1410  COUNTRY     -  US
 OO1410  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1410
 OO1410                         *CURRENT SURVEY CONTROL
 OO1410  ______________________________________________________________________
 OO1410* NAD 83(1986) POSITION- 43 39 14.     (N) 093 23 24.     (W)   SCALED    
 OO1410* NAVD 88 ORTHO HEIGHT -   371.731  (meters)    1219.59  (feet) ADJUSTED  
 OO1410  ______________________________________________________________________
 OO1410  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 OO1410  DYNAMIC HEIGHT  -        371.638 (meters)     1219.28  (feet) COMP
 OO1410  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OO1410
 OO1410  VERT ORDER      -  SECOND    CLASS I
 OO1410
 OO1410.The horizontal coordinates were scaled from a topographic map and have
 OO1410.an estimated accuracy of +/- 6 seconds.
 OO1410.
 OO1410.The orthometric height was determined by differential leveling and
 OO1410.adjusted in June 1991.
 OO1410
 OO1410.The dynamic height is computed by dividing the NAVD 88
 OO1410.geopotential number by the normal gravity value computed on the
 OO1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1410.degrees latitude (g = 980.6199 gals.).
 OO1410
 OO1410.The modeled gravity was interpolated from observed gravity values.
 OO1410
 OO1410;                    North         East    Units  Estimated Accuracy
 OO1410;SPC MN S     -   172,840.      849,210.      MT  (+/- 180 meters Scaled)
 OO1410
 OO1410                          SUPERSEDED SURVEY CONTROL
 OO1410
 OO1410.No superseded survey control is available for this station.
 OO1410
 OO1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ685335(NAD 83)
 OO1410
 OO1410_MARKER: DB = BENCH MARK DISK
 OO1410_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1410_SP_SET: HEADWALL OF BOX CULVERT
 OO1410_STAMPING: 2401 D 1980
 OO1410_MARK LOGO: MNDT  
 OO1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1410+STABILITY: SURFACE MOTION
 OO1410
 OO1410  HISTORY     - Date     Condition        Report By
 OO1410  HISTORY     - 1980     MONUMENTED       MNDT
 OO1410
 OO1410                          STATION DESCRIPTION
 OO1410
 OO1410'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1410'IN ALBERT LEA.
 OO1410'THE MARK IS LOCATED 0.45 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM ITS
 OO1410'JUNCTION WITH TRUNK HIGHWAY 69 AND COUNTY ROAD 46 IN ALBERT LEA AND
 OO1410'IS NEAR HIGHWAY 13 MILE POINT 0.45.  THE MARK IS 53.7 FEET EAST OF
 OO1410'AND 6 LOWER THAN THE NORTHBOUND HIGHWAY 13 CENTERLINE AND 42.9 FEET
 OO1410'EAST OF THE CENTER OF THE NORTHBOUND HIGHWAY 13 STATIONING STENCIL
 OO1410'790 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 14 FOOT WIDE BY 8
 OO1410'FOOT DEEP DOUBLE BOX CULVERT UNDER HIGHWAY 13.  THE MARK, A STANDARD
 OO1410'MNHD VERTICAL CONTROL MARK DISK STAMPED---2401 D 1980---, IS CEMENTED
 OO1410'IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1411 ***********************************************************************
 OO1411  DESIGNATION -  2401 E
 OO1411  PID         -  OO1411
 OO1411  STATE/COUNTY-  MN/FREEBORN
 OO1411  COUNTRY     -  US
 OO1411  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1411
 OO1411                         *CURRENT SURVEY CONTROL
 OO1411  ______________________________________________________________________
 OO1411* NAD 83(1986) POSITION- 43 39 35.     (N) 093 23 44.     (W)   SCALED    
 OO1411* NAVD 88 ORTHO HEIGHT -   373.859  (meters)    1226.57  (feet) ADJUSTED  
 OO1411  ______________________________________________________________________
 OO1411  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 OO1411  DYNAMIC HEIGHT  -        373.766 (meters)     1226.26  (feet) COMP
 OO1411  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OO1411
 OO1411  VERT ORDER      -  SECOND    CLASS I
 OO1411
 OO1411.The horizontal coordinates were scaled from a topographic map and have
 OO1411.an estimated accuracy of +/- 6 seconds.
 OO1411.
 OO1411.The orthometric height was determined by differential leveling and
 OO1411.adjusted in June 1991.
 OO1411
 OO1411.The dynamic height is computed by dividing the NAVD 88
 OO1411.geopotential number by the normal gravity value computed on the
 OO1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1411.degrees latitude (g = 980.6199 gals.).
 OO1411
 OO1411.The modeled gravity was interpolated from observed gravity values.
 OO1411
 OO1411;                    North         East    Units  Estimated Accuracy
 OO1411;SPC MN S     -   173,490.      848,760.      MT  (+/- 180 meters Scaled)
 OO1411
 OO1411                          SUPERSEDED SURVEY CONTROL
 OO1411
 OO1411.No superseded survey control is available for this station.
 OO1411
 OO1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ681341(NAD 83)
 OO1411
 OO1411_MARKER: DB = BENCH MARK DISK
 OO1411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1411_SP_SET: COPPER-CLAD STEEL ROD
 OO1411_STAMPING: 2401 E 1980
 OO1411_MARK LOGO: MNDT  
 OO1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1411
 OO1411  HISTORY     - Date     Condition        Report By
 OO1411  HISTORY     - 1980     MONUMENTED       MNDT
 OO1411
 OO1411                          STATION DESCRIPTION
 OO1411
 OO1411'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1411'1.6 MI NW FROM ALBERT LEA.
 OO1411'THE MARK IS LOCATED ABOUT 0.9 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM
 OO1411'ITS JUNCTION WITH TRUNK HIGHWAY 69 AND COUNTY ROAD 46 IN ALBERT LEA,
 OO1411'THENCE 0.1 MILE WEST ALONG A TOWNSHIP ROAD AND IS IN THE SE 1/4 OF
 OO1411'SECTION 6, T102N, R21W.  THE MARK IS 73.3 FEET SOUTH OF THE SOUTHWEST
 OO1411'CORNER OF A 1-STORY STUCCO BODY SHOP, 61.5 FEET WEST OF THE SOUTHWEST
 OO1411'CORNER OF A GARAGE ATTACHET TO A 2-STORY FRAME HOUSE, 34 FEET NORTH
 OO1411'OF THE CENTER OF A ROAD, 33 FEET NORTHEAST OF AND 6 FEET LOWER THAN
 OO1411'THE NORTHEAST RAIL OF THE RAILROAD, 25 FEET NORTHEAST OF THE CENTER
 OO1411'OF A DRIVEWAY, 1.6 FEET SOUTHEAST OF A TELEGRAPH POLE AND 0.6 FOOT
 OO1411'SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1411'VERTICAL CONTROL MARK DISK STAMPED---2401 E 1980---, IS CRIMPED TO
 OO1411'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1411'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1412 ***********************************************************************
 OO1412  DESIGNATION -  2401 F
 OO1412  PID         -  OO1412
 OO1412  STATE/COUNTY-  MN/FREEBORN
 OO1412  COUNTRY     -  US
 OO1412  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1412
 OO1412                         *CURRENT SURVEY CONTROL
 OO1412  ______________________________________________________________________
 OO1412* NAD 83(1986) POSITION- 43 40 11.     (N) 093 24 11.     (W)   SCALED    
 OO1412* NAVD 88 ORTHO HEIGHT -   373.556  (meters)    1225.58  (feet) ADJUSTED  
 OO1412  ______________________________________________________________________
 OO1412  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1412  DYNAMIC HEIGHT  -        373.462 (meters)     1225.27  (feet) COMP
 OO1412  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 OO1412
 OO1412  VERT ORDER      -  SECOND    CLASS I
 OO1412
 OO1412.The horizontal coordinates were scaled from a topographic map and have
 OO1412.an estimated accuracy of +/- 6 seconds.
 OO1412.
 OO1412.The orthometric height was determined by differential leveling and
 OO1412.adjusted in June 1991.
 OO1412
 OO1412.The dynamic height is computed by dividing the NAVD 88
 OO1412.geopotential number by the normal gravity value computed on the
 OO1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1412.degrees latitude (g = 980.6199 gals.).
 OO1412
 OO1412.The modeled gravity was interpolated from observed gravity values.
 OO1412
 OO1412;                    North         East    Units  Estimated Accuracy
 OO1412;SPC MN S     -   174,590.      848,140.      MT  (+/- 180 meters Scaled)
 OO1412
 OO1412                          SUPERSEDED SURVEY CONTROL
 OO1412
 OO1412.No superseded survey control is available for this station.
 OO1412
 OO1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ675352(NAD 83)
 OO1412
 OO1412_MARKER: DB = BENCH MARK DISK
 OO1412_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1412_SP_SET: BRIDGE ABUTMENT
 OO1412_STAMPING: 2401 F 1980
 OO1412_MARK LOGO: MNDT  
 OO1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1412
 OO1412  HISTORY     - Date     Condition        Report By
 OO1412  HISTORY     - 1980     MONUMENTED       MNDT
 OO1412
 OO1412                          STATION DESCRIPTION
 OO1412
 OO1412'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1412'2.3 MI NW FROM ALBERT LEA.
 OO1412'THE MARK IS LOCATED 1.4 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 OO1412'JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF ALBERT LEA AND IS NEAR
 OO1412'HIGHWAY 13 MILE POINT 2 IN THE NW 1/4 OF SECTION 6, T102N, R21W.  THE
 OO1412'MARK IS 4.6 FEET EAST OF AND 0.5 FOOT LOWER THAN THE EAST RAIL OF THE
 OO1412'RAILROAD IN THE ABUTMENT IN THE SOUTHEAST CORNER OF THE RAILROAD
 OO1412'BRIDGE OVER THE CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL
 OO1412'MARK DISK STAMPED---2401 F 1980---, IS SET IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1413 ***********************************************************************
 OO1413  DESIGNATION -  2401 G
 OO1413  PID         -  OO1413
 OO1413  STATE/COUNTY-  MN/FREEBORN
 OO1413  COUNTRY     -  US
 OO1413  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1413
 OO1413                         *CURRENT SURVEY CONTROL
 OO1413  ______________________________________________________________________
 OO1413* NAD 83(1986) POSITION- 43 40 32.     (N) 093 24 19.     (W)   SCALED    
 OO1413* NAVD 88 ORTHO HEIGHT -   376.524  (meters)    1235.31  (feet) ADJUSTED  
 OO1413  ______________________________________________________________________
 OO1413  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 OO1413  DYNAMIC HEIGHT  -        376.430 (meters)     1235.00  (feet) COMP
 OO1413  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 OO1413
 OO1413  VERT ORDER      -  FIRST     CLASS II
 OO1413
 OO1413.The horizontal coordinates were scaled from a topographic map and have
 OO1413.an estimated accuracy of +/- 6 seconds.
 OO1413.
 OO1413.The orthometric height was determined by differential leveling and
 OO1413.adjusted in June 1991.
 OO1413
 OO1413.Photographs are available for this station.
 OO1413
 OO1413.The dynamic height is computed by dividing the NAVD 88
 OO1413.geopotential number by the normal gravity value computed on the
 OO1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1413.degrees latitude (g = 980.6199 gals.).
 OO1413
 OO1413.The modeled gravity was interpolated from observed gravity values.
 OO1413
 OO1413;                    North         East    Units  Estimated Accuracy
 OO1413;SPC MN S     -   175,240.      847,960.      MT  (+/- 180 meters Scaled)
 OO1413
 OO1413                          SUPERSEDED SURVEY CONTROL
 OO1413
 OO1413.No superseded survey control is available for this station.
 OO1413
 OO1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ673359(NAD 83)
 OO1413
 OO1413_MARKER: DV = VERTICAL CONTROL DISK
 OO1413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1413_SP_SET: BRIDGE ABUTMENT
 OO1413_STAMPING: 2401 G 1980
 OO1413_MARK LOGO: MNDT  
 OO1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1413+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO1413
 OO1413  HISTORY     - Date     Condition        Report By
 OO1413  HISTORY     - 1980     MONUMENTED       MNDT
 OO1413  HISTORY     - 19900907 GOOD             NGS
 OO1413  HISTORY     - 20080609 GOOD             MNDT
 OO1413
 OO1413                          STATION DESCRIPTION
 OO1413
 OO1413'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1413'2.5 MI NW FROM ALBERT LEA.
 OO1413'THE MARK IS LOCATED 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS
 OO1413'JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF ALBERT LEA AND IS NEAR
 OO1413'HIGHWAY 13 MILE POINT 2.2 IN THE NW 1/4 OF SECTION 6, T102N, R21W.
 OO1413'THE MARK IS 143.5 FEET WEST OF THE SOUTHBOUND CENTERLINE OF HIGHWAY
 OO1413'13 AT ENGINEERS STATION 692+40, 28.2 FEET NORTHWEST OF A PIPE LINE
 OO1413'VENT PIPE, 4.8 FEET EAST OF AND ABOUT LEVEL WITH THE EAST RAIL OF THE
 OO1413'RAILROAD IN THE ABUTMENT IN THE SOUTHEAST CORNER OF THE RAILROAD
 OO1413'BRIDGE OVER A CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1413'DISK STAMPED---2401 G 1980---, IS SET IN THE HEADWALL OF THE BRIDGE.
 OO1413
 OO1413                          STATION RECOVERY (1990)
 OO1413
 OO1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1413'1.6 KM (1.0 MI) SOUTHERLY ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OO1413'INTERSTATE HIGHWAY 90 (EXIT 154) IN ALBERT LEA, IN TOP OF AND 2.8 M
 OO1413'(9.2 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 OO1413'ABUTMENT OF A CHICAGO AND NORTHWESTERN RAILROAD BRIDGE, 43.7 M (143.4
 OO1413'FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND
 OO1413'LANES OF THE HIGHWAY, AND 1.6 M (5.2 FT) NORTHEAST OF THE NEAR RAIL.
 OO1413
 OO1413                          STATION RECOVERY (2008)
 OO1413
 OO1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1413'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF HAYWARD,
 OO1413'7.5 MI (12.1 KM) NORTHEAST OF CONGER AND 2.7 MI (4.3 KM) NORTHWEST OF
 OO1413'ALBERT LEATHER.
 OO1413' 
 OO1413'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) NORTHWEST OF ALBERT LEATHER,
 OO1413'1.0 MI (1.6 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1413'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.3, IN
 OO1413'SOUTHEAST CORNER OF RAILROAD BRIDGE OVER CREEK, 9.2 FT (2.8 M)
 OO1413'SOUTHWEST OF NORTHEAST END OF SOUTHEAST CONCRETE ABUTMENT, 143.4 FT
 OO1413'(43.7 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 13, 5.2 FT (1.6 M)
 OO1413'NORTHEAST OF NORTHEAST RAIL OF RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1414 ***********************************************************************
 OO1414  DESIGNATION -  2401 H
 OO1414  PID         -  OO1414
 OO1414  STATE/COUNTY-  MN/FREEBORN
 OO1414  COUNTRY     -  US
 OO1414  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1414
 OO1414                         *CURRENT SURVEY CONTROL
 OO1414  ______________________________________________________________________
 OO1414* NAD 83(1986) POSITION- 43 40 35.     (N) 093 24 25.     (W)   SCALED    
 OO1414* NAVD 88 ORTHO HEIGHT -   375.279  (meters)    1231.23  (feet) ADJUSTED  
 OO1414  ______________________________________________________________________
 OO1414  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1414  DYNAMIC HEIGHT  -        375.185 (meters)     1230.92  (feet) COMP
 OO1414  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 OO1414
 OO1414  VERT ORDER      -  SECOND    CLASS I
 OO1414
 OO1414.The horizontal coordinates were scaled from a topographic map and have
 OO1414.an estimated accuracy of +/- 6 seconds.
 OO1414.
 OO1414.The orthometric height was determined by differential leveling and
 OO1414.adjusted in June 1991.
 OO1414
 OO1414.Photographs are available for this station.
 OO1414
 OO1414.The dynamic height is computed by dividing the NAVD 88
 OO1414.geopotential number by the normal gravity value computed on the
 OO1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1414.degrees latitude (g = 980.6199 gals.).
 OO1414
 OO1414.The modeled gravity was interpolated from observed gravity values.
 OO1414
 OO1414;                    North         East    Units  Estimated Accuracy
 OO1414;SPC MN S     -   175,330.      847,830.      MT  (+/- 180 meters Scaled)
 OO1414
 OO1414                          SUPERSEDED SURVEY CONTROL
 OO1414
 OO1414.No superseded survey control is available for this station.
 OO1414
 OO1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ671360(NAD 83)
 OO1414
 OO1414_MARKER: DB = BENCH MARK DISK
 OO1414_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1414_SP_SET: HEADWALL BOX CULVERT
 OO1414_STAMPING: 2401 H 1980
 OO1414_MARK LOGO: MNDT  
 OO1414_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1414+STABILITY: SURFACE MOTION
 OO1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1414+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO1414
 OO1414  HISTORY     - Date     Condition        Report By
 OO1414  HISTORY     - 1980     MONUMENTED       MNDT
 OO1414  HISTORY     - 20080609 GOOD             MNDT
 OO1414  HISTORY     - 20080609 GOOD             MNDT
 OO1414
 OO1414                          STATION DESCRIPTION
 OO1414
 OO1414'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1414'2.7 MI NW FROM ALBERT LEA.
 OO1414'THE MARK IS LOCATED ABOUT 1 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM
 OO1414'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF ALBERT LEA AND IS
 OO1414'NEAR HIGHWAY 13 MILE POINT 2.5 IN THE SW 1/4 OF SECTION 31, T103N,
 OO1414'R21W.  THE MARK IS 75.5 FEET WEST OF AND 6 FEET LOWER THAN THE
 OO1414'SOUTHBOUND CENTERLINE OF HIGHWAY 13, 69.4 FEET SOUTHWEST OF THE
 OO1414'CENTER OF THE SOUTHBOUND HIGHWAY 13 STATIONING STENCIL 685+17 AND 21
 OO1414'FEET SOUTH OF THE CENTER OF A ROAD IN THE HEADWALL IN THE SOUTHEAST
 OO1414'CORNER OF A 22 FOOT WIDE BY 12 FOOT DEEP TWIN BOX CULVERT UNDER THE
 OO1414'ROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2401 H
 OO1414'1980---, IS SET IN THE HEADWALL OF THE BOX CULVERT.
 OO1414
 OO1414                          STATION RECOVERY (2008)
 OO1414
 OO1414'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1414'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF HAYWARD,
 OO1414'7.4 MI (11.9 KM) NORTHEAST OF CONGER AND 2.8 MI (4.5 KM) NORTHWEST OF
 OO1414'ALBERT LEATHER.
 OO1414' 
 OO1414'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) NORTHWEST OF ALBERT LEATHER,
 OO1414'0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1414'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.5, IN
 OO1414'SOUTHEAST CORNER OF TWIN BOX CULVERT, 75.5 FT (23.0 M) WEST OF TRUNK
 OO1414'HIGHWAY 13, 69.4 FT (21.2 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 13
 OO1414'STATION 685+17 STENCIL, 21 FT (6.4 M) SOUTH OF ROAD NUMBER 22319.
 OO1414
 OO1414                          STATION RECOVERY (2008)
 OO1414
 OO1414'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1414'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF HAYWARD,
 OO1414'7.4 MI (11.9 KM) NORTHEAST OF CONGER AND 2.8 MI (4.5 KM) NORTHWEST OF
 OO1414'ALBERT LEATHER.
 OO1414' 
 OO1414'TO REACH TO THE MARK GO 2.7 MI (4.3 KM) NORTHWEST OF ALBERT LEATHER,
 OO1414'0.8 MI (1.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1414'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MI (20.9 KM) POINT 2.5, IN
 OO1414'SOUTHEAST CORNER OF TWIN BOX CULVERT, 75.5 FT (23.0 M) WEST OF TRUNK
 OO1414'HIGHWAY 13, 69.4 FT (21.2 M) SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 13
 OO1414'STATION 685+17 STENCIL, 21 FT (6.4 M) SOUTH OF ROAD NUMBER 22319
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1415 ***********************************************************************
 OO1415  DESIGNATION -  2401 J
 OO1415  PID         -  OO1415
 OO1415  STATE/COUNTY-  MN/FREEBORN
 OO1415  COUNTRY     -  US
 OO1415  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1415
 OO1415                         *CURRENT SURVEY CONTROL
 OO1415  ______________________________________________________________________
 OO1415* NAD 83(1986) POSITION- 43 40 49.     (N) 093 24 38.     (W)   SCALED    
 OO1415* NAVD 88 ORTHO HEIGHT -   377.367  (meters)    1238.08  (feet) ADJUSTED  
 OO1415  ______________________________________________________________________
 OO1415  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1415  DYNAMIC HEIGHT  -        377.273 (meters)     1237.77  (feet) COMP
 OO1415  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 OO1415
 OO1415  VERT ORDER      -  SECOND    CLASS I
 OO1415
 OO1415.The horizontal coordinates were scaled from a topographic map and have
 OO1415.an estimated accuracy of +/- 6 seconds.
 OO1415.
 OO1415.The orthometric height was determined by differential leveling and
 OO1415.adjusted in June 1991.
 OO1415
 OO1415.Photographs are available for this station.
 OO1415
 OO1415.The dynamic height is computed by dividing the NAVD 88
 OO1415.geopotential number by the normal gravity value computed on the
 OO1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1415.degrees latitude (g = 980.6199 gals.).
 OO1415
 OO1415.The modeled gravity was interpolated from observed gravity values.
 OO1415
 OO1415;                    North         East    Units  Estimated Accuracy
 OO1415;SPC MN S     -   175,760.      847,530.      MT  (+/- 180 meters Scaled)
 OO1415
 OO1415                          SUPERSEDED SURVEY CONTROL
 OO1415
 OO1415.No superseded survey control is available for this station.
 OO1415
 OO1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ669364(NAD 83)
 OO1415
 OO1415_MARKER: DV = VERTICAL CONTROL DISK
 OO1415_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1415_SP_SET: BRIDGE ABUTMENT
 OO1415_STAMPING: 2401 J 1980
 OO1415_MARK LOGO: MNDT  
 OO1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1415+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO1415
 OO1415  HISTORY     - Date     Condition        Report By
 OO1415  HISTORY     - 1980     MONUMENTED       MNDT
 OO1415  HISTORY     - 20080609 GOOD             MNDT
 OO1415  HISTORY     - 20080609 GOOD             MNDT
 OO1415
 OO1415                          STATION DESCRIPTION
 OO1415
 OO1415'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1415'3 MI NW FROM ALBERT LEA.
 OO1415'THE MARK IS LOCATED ABOUT 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM
 OO1415'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AND IS NEAR HIGHWAY 13 MILE
 OO1415'POINT 2.9 IN THE NE 1/4 OF SECTION 36, T103N, R22W.  THE MARK IS
 OO1415'162.4 FEET WEST OF THE SOUTHBOUND CENTERLINE OF HIGHWAY 13 AT
 OO1415'ENGINEERS STATION 674+65, 60 FEET NORTH OF RAILROAD MILE POST 113,
 OO1415'5.5 FEET EAST OF AND 1 FOOT LOWER THAN THE EAST RAIL OF THE RAILROAD
 OO1415'IN THE ABUTMENT IN THE SOUTHEAST CORNER OF THE RAILROAD BRIDGE OVER
 OO1415'THE CREEK.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1415'STAMPED---2401 J 1980---, IS SET IN A DRILL HOLE IN THE BRIDGE
 OO1415'ABUTMENT.
 OO1415
 OO1415                          STATION RECOVERY (2008)
 OO1415
 OO1415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1415'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF ALDEN, 7.4 MI (11.9
 OO1415'KM) NORTHEAST OF CONGER AND 3.1 MI (5.0 KM) NORTHWEST OF ALBERT
 OO1415'LEATHER.
 OO1415' 
 OO1415'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEATHER,
 OO1415'0.65 MI (1.0 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1415'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.70, IN
 OO1415'SOUTHEAST CORNER OF RAILROAD BRIDGE OVER CREEK, 162.4 FT (49.5 M) WEST
 OO1415'OF SOUTHBOUND TRUNK HIGHWAY 13 STATION 674+65 STENCIL, 60 FT (18.3 M)
 OO1415'NORTH OF RAILROAD MILEPOST 113, 5.5 FT (1.7 M) EAST OF EAST RAIL OF
 OO1415'RAILROAD, AT TRUNK HIGHWAY 13 MILE POINT 2.9.
 OO1415
 OO1415                          STATION RECOVERY (2008)
 OO1415
 OO1415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1415'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF ALDEN, 7.4 MI (11.9
 OO1415'KM) NORTHEAST OF CONGER AND 3.1 MI (5.0 KM) NORTHWEST OF ALBERT
 OO1415'LEATHER.
 OO1415' 
 OO1415'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTHWEST OF ALBERT LEATHER,
 OO1415'0.65 MI (1.0 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 13 AND
 OO1415'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILE POINT 2.70, IN
 OO1415'SOUTHEAST CORNER OF RAILROAD BRIDGE OVER CREEK, 162.4 FT (49.5 M) WEST
 OO1415'OF SOUTHBOUND TRUNK HIGHWAY 13 STATION 674+65 STENCIL, 60.0 FT (18.3
 OO1415'M) NORTH OF RAILROAD MILEPOST 113, 5.5 FT (1.7 M) EAST OF EAST RAIL OF
 OO1415'RAILROAD, AT TRUNK HIGHWAY 13 MILE POINT 2.9
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5460 ***********************************************************************
 DL5460  DESIGNATION -  2401 K
 DL5460  PID         -  DL5460
 DL5460  STATE/COUNTY-  MN/FREEBORN
 DL5460  COUNTRY     -  US
 DL5460  USGS QUAD   -  HARTLAND (1967)
 DL5460
 DL5460                         *CURRENT SURVEY CONTROL
 DL5460  ______________________________________________________________________
 DL5460* NAD 83(2007) POSITION- 43 49 13.55424(N) 093 28 45.92859(W)   ADJUSTED  
 DL5460* NAD 83(2007) ELLIP HT-   353.548 (meters)        (09/23/09)   ADJUSTED
 DL5460* NAD 83(2007) EPOCH   -  2002.00
 DL5460* NAVD 88 ORTHO HEIGHT -   382.759  (meters)    1255.77  (feet) ADJUSTED  
 DL5460  ______________________________________________________________________
 DL5460  NAD 83(2007) X  -   -279,755.172 (meters)                     COMP
 DL5460  NAD 83(2007) Y  - -4,601,071.683 (meters)                     COMP
 DL5460  NAD 83(2007) Z  -  4,393,962.505 (meters)                     COMP
 DL5460  LAPLACE CORR    -          2.83  (seconds)                    DEFLEC09
 DL5460  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DL5460  DYNAMIC HEIGHT  -        382.669 (meters)     1255.47  (feet) COMP
 DL5460  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 DL5460
 DL5460  HORZ ORDER      -  FIRST
 DL5460  VERT ORDER      -  SECOND    CLASS I
 DL5460  ELLP ORDER      -  THIRD     CLASS I
 DL5460
 DL5460.The horizontal coordinates were established by GPS observations
 DL5460.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5460
 DL5460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5460.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5460
 DL5460.The horizontal coordinates are valid at the epoch date displayed above
 DL5460.which is a decimal equivalence of Year/Month/Day.
 DL5460
 DL5460.The orthometric height was determined by differential leveling and
 DL5460.adjusted in March 2011.
 DL5460
 DL5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5460
 DL5460.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5460
 DL5460.The ellipsoidal height was determined by GPS observations
 DL5460.and is referenced to NAD 83.
 DL5460
 DL5460.The dynamic height is computed by dividing the NAVD 88
 DL5460.geopotential number by the normal gravity value computed on the
 DL5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5460.degrees latitude (g = 980.6199 gals.).
 DL5460
 DL5460.The modeled gravity was interpolated from observed gravity values.
 DL5460
 DL5460. The following values were computed from the NAD 83(2007) position.
 DL5460
 DL5460;                    North         East     Units Scale Factor Converg.
 DL5460;SPC MN S     -   191,293.950   841,878.481   MT  0.99999217   +0 21 53.6
 DL5460;SPC MN S     -   627,603.57  2,762,062.98   sFT  0.99999217   +0 21 53.6
 DL5460;UTM  15      - 4,852,040.587   461,446.802   MT  0.99961828   -0 19 55.0
 DL5460
 DL5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5460!SPC MN S     -   0.99994456  x   0.99999217  =   0.99993673
 DL5460!UTM  15      -   0.99994456  x   0.99961828  =   0.99956286
 DL5460
 DL5460:                Primary Azimuth Mark                     Grid Az
 DL5460:SPC MN S     -  2401 L                                   181 00 16.9
 DL5460:UTM  15      -  2401 L                                   181 42 05.5
 DL5460
 DL5460|---------------------------------------------------------------------|
 DL5460| PID    Reference Object                     Distance      Geod. Az  |
 DL5460|                                                           dddmmss.s |
 DL5460| DL5461 2401 L                              APPROX. 1.6 KM 1812210.5 |
 DL5460|---------------------------------------------------------------------|
 DL5460
 DL5460                          SUPERSEDED SURVEY CONTROL
 DL5460
 DL5460  NAVD 88 (09/23/09)  382.77   (m)         1255.8    (f) LEVELING    3  
 DL5460
 DL5460.Superseded values are not recommended for survey control.
 DL5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5460.See file dsdata.txt to determine how the superseded data were derived.
 DL5460
 DL5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6144652040(NAD 83)
 DL5460
 DL5460_MARKER: I = METAL ROD
 DL5460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5460_STAMPING: 2401 K 2008
 DL5460_MARK LOGO: MNDT  
 DL5460_PROJECTION: FLUSH
 DL5460_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5460+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5460_ROD/PIPE-DEPTH:  7.6 meters
 DL5460
 DL5460  HISTORY     - Date     Condition        Report By
 DL5460  HISTORY     - 2008     MONUMENTED       MNDT
 DL5460
 DL5460                          STATION DESCRIPTION
 DL5460
 DL5460'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5460'1.2 MILES NORTH-NORTHEAST OF HARTLAND, 1.2 MILES NORTH ALONG TRUNK
 DL5460'HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 WEST
 DL5460'IN HARTLAND, AT TRUNK HIGHWAY 13 MILEPOINT 13.60, 73.7 FEET WEST OF
 DL5460'TRUNK HIGHWAY 13, 4.8 FEET EAST OF RIGHT-OF-WAY POST, 4.8 FEET EAST OF
 DL5460'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5461 ***********************************************************************
 DL5461  DESIGNATION -  2401 L
 DL5461  PID         -  DL5461
 DL5461  STATE/COUNTY-  MN/FREEBORN
 DL5461  COUNTRY     -  US
 DL5461  USGS QUAD   -  HARTLAND (1967)
 DL5461
 DL5461                         *CURRENT SURVEY CONTROL
 DL5461  ______________________________________________________________________
 DL5461* NAD 83(2007) POSITION- 43 48 21.25433(N) 093 28 47.65515(W)   ADJUSTED  
 DL5461* NAD 83(2007) ELLIP HT-   351.443 (meters)        (09/23/09)   ADJUSTED
 DL5461* NAD 83(2007) EPOCH   -  2002.00
 DL5461* NAVD 88 ORTHO HEIGHT -   380.674  (meters)    1248.93  (feet) ADJUSTED  
 DL5461  ______________________________________________________________________
 DL5461  NAD 83(2007) X  -   -279,861.427 (meters)                     COMP
 DL5461  NAD 83(2007) Y  - -4,602,183.323 (meters)                     COMP
 DL5461  NAD 83(2007) Z  -  4,392,796.205 (meters)                     COMP
 DL5461  LAPLACE CORR    -          2.66  (seconds)                    DEFLEC09
 DL5461  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 DL5461  DYNAMIC HEIGHT  -        380.583 (meters)     1248.63  (feet) COMP
 DL5461  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 DL5461
 DL5461  HORZ ORDER      -  FIRST
 DL5461  VERT ORDER      -  SECOND    CLASS I
 DL5461  ELLP ORDER      -  THIRD     CLASS I
 DL5461
 DL5461.The horizontal coordinates were established by GPS observations
 DL5461.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5461
 DL5461.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5461.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5461
 DL5461.The horizontal coordinates are valid at the epoch date displayed above
 DL5461.which is a decimal equivalence of Year/Month/Day.
 DL5461
 DL5461.The orthometric height was determined by differential leveling and
 DL5461.adjusted in March 2011.
 DL5461
 DL5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5461
 DL5461.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5461
 DL5461.The ellipsoidal height was determined by GPS observations
 DL5461.and is referenced to NAD 83.
 DL5461
 DL5461.The dynamic height is computed by dividing the NAVD 88
 DL5461.geopotential number by the normal gravity value computed on the
 DL5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5461.degrees latitude (g = 980.6199 gals.).
 DL5461
 DL5461.The modeled gravity was interpolated from observed gravity values.
 DL5461
 DL5461. The following values were computed from the NAD 83(2007) position.
 DL5461
 DL5461;                    North         East     Units Scale Factor Converg.
 DL5461;SPC MN S     -   189,679.589   841,850.170   MT  0.99999519   +0 21 52.4
 DL5461;SPC MN S     -   622,307.12  2,761,970.10   sFT  0.99999519   +0 21 52.4
 DL5461;UTM  15      - 4,850,427.296   461,398.878   MT  0.99961833   -0 19 55.9
 DL5461
 DL5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5461!SPC MN S     -   0.99994489  x   0.99999519  =   0.99994008
 DL5461!UTM  15      -   0.99994489  x   0.99961833  =   0.99956324
 DL5461
 DL5461:                Primary Azimuth Mark                     Grid Az
 DL5461:SPC MN S     -  2401 K                                   001 00 16.9
 DL5461:UTM  15      -  2401 K                                   001 42 05.2
 DL5461
 DL5461|---------------------------------------------------------------------|
 DL5461| PID    Reference Object                     Distance      Geod. Az  |
 DL5461|                                                           dddmmss.s |
 DL5461| DL5460 2401 K                              APPROX. 1.6 KM 0012209.3 |
 DL5461|---------------------------------------------------------------------|
 DL5461
 DL5461                          SUPERSEDED SURVEY CONTROL
 DL5461
 DL5461  NAVD 88 (09/23/09)  380.68   (m)         1248.9    (f) LEVELING    3  
 DL5461
 DL5461.Superseded values are not recommended for survey control.
 DL5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5461.See file dsdata.txt to determine how the superseded data were derived.
 DL5461
 DL5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6139850427(NAD 83)
 DL5461
 DL5461_MARKER: I = METAL ROD
 DL5461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5461_STAMPING: 2401 L 2008
 DL5461_MARK LOGO: MNDT  
 DL5461_PROJECTION: FLUSH
 DL5461_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5461+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5461_ROD/PIPE-DEPTH: 10.7 meters
 DL5461
 DL5461  HISTORY     - Date     Condition        Report By
 DL5461  HISTORY     - 2008     MONUMENTED       MNDT
 DL5461
 DL5461                          STATION DESCRIPTION
 DL5461
 DL5461'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5461'IN HARTLAND, 0.15 MILE NORTHEAST ALONG TRUNK HIGHWAY 13 FROM JUNCTION
 DL5461'OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 WEST IN HARTLAND, AT TRUNK
 DL5461'HIGHWAY 13 MILEPOST 12.55, 68 FEET WEST NORTHWEST OF TRUNK HIGHWAY 13,
 DL5461'65 FEET NORTH OF MAIN STREET EAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5462 ***********************************************************************
 DL5462  DESIGNATION -  2401 M
 DL5462  PID         -  DL5462
 DL5462  STATE/COUNTY-  MN/FREEBORN
 DL5462  COUNTRY     -  US
 DL5462  USGS QUAD   -  HARTLAND (1967)
 DL5462
 DL5462                         *CURRENT SURVEY CONTROL
 DL5462  ______________________________________________________________________
 DL5462* NAD 83(2007) POSITION- 43 47 20.98649(N) 093 28 57.09817(W)   ADJUSTED  
 DL5462* NAD 83(2007) ELLIP HT-   357.880 (meters)        (09/23/09)   ADJUSTED
 DL5462* NAD 83(2007) EPOCH   -  2002.00
 DL5462* NAVD 88 ORTHO HEIGHT -   387.141  (meters)    1270.15  (feet) ADJUSTED  
 DL5462  ______________________________________________________________________
 DL5462  NAD 83(2007) X  -   -280,150.607 (meters)                     COMP
 DL5462  NAD 83(2007) Y  - -4,603,460.216 (meters)                     COMP
 DL5462  NAD 83(2007) Z  -  4,391,458.005 (meters)                     COMP
 DL5462  LAPLACE CORR    -          2.39  (seconds)                    DEFLEC09
 DL5462  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DL5462  DYNAMIC HEIGHT  -        387.047 (meters)     1269.84  (feet) COMP
 DL5462  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 DL5462
 DL5462  HORZ ORDER      -  FIRST
 DL5462  VERT ORDER      -  SECOND    CLASS I
 DL5462  ELLP ORDER      -  THIRD     CLASS I
 DL5462
 DL5462.The horizontal coordinates were established by GPS observations
 DL5462.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5462
 DL5462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5462.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5462
 DL5462.The horizontal coordinates are valid at the epoch date displayed above
 DL5462.which is a decimal equivalence of Year/Month/Day.
 DL5462
 DL5462.The orthometric height was determined by differential leveling and
 DL5462.adjusted in March 2011.
 DL5462
 DL5462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5462
 DL5462.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5462
 DL5462.The ellipsoidal height was determined by GPS observations
 DL5462.and is referenced to NAD 83.
 DL5462
 DL5462.The dynamic height is computed by dividing the NAVD 88
 DL5462.geopotential number by the normal gravity value computed on the
 DL5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5462.degrees latitude (g = 980.6199 gals.).
 DL5462
 DL5462.The modeled gravity was interpolated from observed gravity values.
 DL5462
 DL5462. The following values were computed from the NAD 83(2007) position.
 DL5462
 DL5462;                    North         East     Units Scale Factor Converg.
 DL5462;SPC MN S     -   187,818.221   841,650.880   MT  0.99999874   +0 21 45.8
 DL5462;SPC MN S     -   616,200.28  2,761,316.26   sFT  0.99999874   +0 21 45.8
 DL5462;UTM  15      - 4,848,569.192   461,177.054   MT  0.99961854   -0 20 02.1
 DL5462
 DL5462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5462!SPC MN S     -   0.99994388  x   0.99999874  =   0.99994262
 DL5462!UTM  15      -   0.99994388  x   0.99961854  =   0.99956245
 DL5462
 DL5462:                Primary Azimuth Mark                     Grid Az
 DL5462:SPC MN S     -  2401 N                                   159 49 08.4
 DL5462:UTM  15      -  2401 N                                   160 30 56.3
 DL5462
 DL5462|---------------------------------------------------------------------|
 DL5462| PID    Reference Object                     Distance      Geod. Az  |
 DL5462|                                                           dddmmss.s |
 DL5462| DL5463 2401 N                              APPROX. 1.7 KM 1601054.2 |
 DL5462|---------------------------------------------------------------------|
 DL5462
 DL5462                          SUPERSEDED SURVEY CONTROL
 DL5462
 DL5462  NAVD 88 (09/23/09)  387.15   (m)         1270.2    (f) LEVELING    3  
 DL5462
 DL5462.Superseded values are not recommended for survey control.
 DL5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5462.See file dsdata.txt to determine how the superseded data were derived.
 DL5462
 DL5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6117748569(NAD 83)
 DL5462
 DL5462_MARKER: I = METAL ROD
 DL5462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5462_STAMPING: 2401 M 2008
 DL5462_MARK LOGO: MNDT  
 DL5462_PROJECTION: FLUSH
 DL5462_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5462+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5462_ROD/PIPE-DEPTH:  7.6 meters
 DL5462
 DL5462  HISTORY     - Date     Condition        Report By
 DL5462  HISTORY     - 2008     MONUMENTED       MNDT
 DL5462
 DL5462                          STATION DESCRIPTION
 DL5462
 DL5462'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5462'1.0 MILE SOUTH OF HEARTLAND, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 13
 DL5462'FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 IN HEARTLAND,
 DL5462'AT TRUNK HIGHWAY 13 MILEPOINT 11.3, 50.6 FEET SOUTHWEST OF TRUNK
 DL5462'HIGHWAY 13, 55.6 FEET SOUTH OF 300TH ST, 72.7 FEET NORTHEAST OF
 DL5462'RAILROAD TRACK, 1.9 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5463 ***********************************************************************
 DL5463  DESIGNATION -  2401 N
 DL5463  PID         -  DL5463
 DL5463  STATE/COUNTY-  MN/FREEBORN
 DL5463  COUNTRY     -  US
 DL5463  USGS QUAD   -  HARTLAND (1967)
 DL5463
 DL5463                         *CURRENT SURVEY CONTROL
 DL5463  ______________________________________________________________________
 DL5463* NAD 83(2007) POSITION- 43 46 28.81948(N) 093 28 31.15322(W)   ADJUSTED  
 DL5463* NAD 83(2007) ELLIP HT-   362.393 (meters)        (09/23/09)   ADJUSTED
 DL5463* NAD 83(2007) EPOCH   -  2002.00
 DL5463* NAVD 88 ORTHO HEIGHT -   391.666  (meters)    1284.99  (feet) ADJUSTED  
 DL5463  ______________________________________________________________________
 DL5463  NAD 83(2007) X  -   -279,639.292 (meters)                     COMP
 DL5463  NAD 83(2007) Y  - -4,604,610.701 (meters)                     COMP
 DL5463  NAD 83(2007) Z  -  4,390,298.642 (meters)                     COMP
 DL5463  LAPLACE CORR    -          2.48  (seconds)                    DEFLEC09
 DL5463  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DL5463  DYNAMIC HEIGHT  -        391.571 (meters)     1284.68  (feet) COMP
 DL5463  MODELED GRAVITY -    980,364.1   (mgal)                       NAVD 88
 DL5463
 DL5463  HORZ ORDER      -  FIRST
 DL5463  VERT ORDER      -  SECOND    CLASS I
 DL5463  ELLP ORDER      -  THIRD     CLASS I
 DL5463
 DL5463.The horizontal coordinates were established by GPS observations
 DL5463.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5463
 DL5463.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5463.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5463
 DL5463.The horizontal coordinates are valid at the epoch date displayed above
 DL5463.which is a decimal equivalence of Year/Month/Day.
 DL5463
 DL5463.The orthometric height was determined by differential leveling and
 DL5463.adjusted in March 2011.
 DL5463
 DL5463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5463
 DL5463.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5463
 DL5463.The ellipsoidal height was determined by GPS observations
 DL5463.and is referenced to NAD 83.
 DL5463
 DL5463.The dynamic height is computed by dividing the NAVD 88
 DL5463.geopotential number by the normal gravity value computed on the
 DL5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5463.degrees latitude (g = 980.6199 gals.).
 DL5463
 DL5463.The modeled gravity was interpolated from observed gravity values.
 DL5463
 DL5463. The following values were computed from the NAD 83(2007) position.
 DL5463
 DL5463;                    North         East     Units Scale Factor Converg.
 DL5463;SPC MN S     -   186,211.904   842,241.285   MT  1.00000189   +0 22 03.9
 DL5463;SPC MN S     -   610,930.22  2,763,253.28   sFT  1.00000189   +0 22 03.9
 DL5463;UTM  15      - 4,846,956.432   461,747.668   MT  0.99961800   -0 19 43.8
 DL5463
 DL5463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5463!SPC MN S     -   0.99994318  x   1.00000189  =   0.99994507
 DL5463!UTM  15      -   0.99994318  x   0.99961800  =   0.99956120
 DL5463
 DL5463:                Primary Azimuth Mark                     Grid Az
 DL5463:SPC MN S     -  2401 M                                   339 49 08.3
 DL5463:UTM  15      -  2401 M                                   340 30 56.0
 DL5463
 DL5463|---------------------------------------------------------------------|
 DL5463| PID    Reference Object                     Distance      Geod. Az  |
 DL5463|                                                           dddmmss.s |
 DL5463| DL5462 2401 M                              APPROX. 1.7 KM 3401112.2 |
 DL5463|---------------------------------------------------------------------|
 DL5463
 DL5463                          SUPERSEDED SURVEY CONTROL
 DL5463
 DL5463  NAVD 88 (09/23/09)  391.67   (m)         1285.0    (f) LEVELING    3  
 DL5463
 DL5463.Superseded values are not recommended for survey control.
 DL5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5463.See file dsdata.txt to determine how the superseded data were derived.
 DL5463
 DL5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6174746956(NAD 83)
 DL5463
 DL5463_MARKER: I = METAL ROD
 DL5463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5463_STAMPING: 2401 N 2008
 DL5463_MARK LOGO: MNDT  
 DL5463_PROJECTION: FLUSH
 DL5463_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5463+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5463_ROD/PIPE-DEPTH:  7.6 meters
 DL5463
 DL5463  HISTORY     - Date     Condition        Report By
 DL5463  HISTORY     - 2008     MONUMENTED       MNDT
 DL5463
 DL5463                          STATION DESCRIPTION
 DL5463
 DL5463'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5463'2.0 MILES SOUTH OF HARTLAND, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 13
 DL5463'FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 33 WEST, AT TRUNK
 DL5463'HIGHWAY 13 MILEPOINT 10.30, 69.1 FEET SOUTHWEST OF TRUNK HIGHWAY 13,
 DL5463'72.7 FEET SOUTH OF COUNTY ROAD 95, 54.6 FEET NORTHEAST OF THE EAST
 DL5463'RAIL OF THE RAILROAD TRACKS, 1.6 FEET NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5464 ***********************************************************************
 DL5464  DESIGNATION -  2401 P
 DL5464  PID         -  DL5464
 DL5464  STATE/COUNTY-  MN/FREEBORN
 DL5464  COUNTRY     -  US
 DL5464  USGS QUAD   -  ALBERT LEA WEST (1982)
 DL5464
 DL5464                         *CURRENT SURVEY CONTROL
 DL5464  ______________________________________________________________________
 DL5464* NAD 83(2007) POSITION- 43 44 45.54127(N) 093 27 01.08969(W)   ADJUSTED  
 DL5464* NAD 83(2007) ELLIP HT-   369.231 (meters)        (09/23/09)   ADJUSTED
 DL5464* NAD 83(2007) EPOCH   -  2002.00
 DL5464* NAVD 88 ORTHO HEIGHT -   398.512  (meters)    1307.45  (feet) ADJUSTED  
 DL5464  ______________________________________________________________________
 DL5464  NAD 83(2007) X  -   -277,761.691 (meters)                     COMP
 DL5464  NAD 83(2007) Y  - -4,606,938.035 (meters)                     COMP
 DL5464  NAD 83(2007) Z  -  4,388,001.103 (meters)                     COMP
 DL5464  LAPLACE CORR    -          2.77  (seconds)                    DEFLEC09
 DL5464  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DL5464  DYNAMIC HEIGHT  -        398.414 (meters)     1307.13  (feet) COMP
 DL5464  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 DL5464
 DL5464  HORZ ORDER      -  FIRST
 DL5464  VERT ORDER      -  SECOND    CLASS I
 DL5464  ELLP ORDER      -  THIRD     CLASS I
 DL5464
 DL5464.The horizontal coordinates were established by GPS observations
 DL5464.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5464
 DL5464.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5464.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5464
 DL5464.The horizontal coordinates are valid at the epoch date displayed above
 DL5464.which is a decimal equivalence of Year/Month/Day.
 DL5464
 DL5464.The orthometric height was determined by differential leveling and
 DL5464.adjusted in March 2011.
 DL5464
 DL5464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5464
 DL5464.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5464
 DL5464.The ellipsoidal height was determined by GPS observations
 DL5464.and is referenced to NAD 83.
 DL5464
 DL5464.The dynamic height is computed by dividing the NAVD 88
 DL5464.geopotential number by the normal gravity value computed on the
 DL5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5464.degrees latitude (g = 980.6199 gals.).
 DL5464
 DL5464.The modeled gravity was interpolated from observed gravity values.
 DL5464
 DL5464. The following values were computed from the NAD 83(2007) position.
 DL5464
 DL5464;                    North         East     Units Scale Factor Converg.
 DL5464;SPC MN S     -   183,037.699   844,276.829   MT  1.00000830   +0 23 07.1
 DL5464;SPC MN S     -   600,516.18  2,769,931.56   sFT  1.00000830   +0 23 07.1
 DL5464;UTM  15      - 4,843,758.954   463,743.694   MT  0.99961617   -0 18 40.9
 DL5464
 DL5464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5464!SPC MN S     -   0.99994210  x   1.00000830  =   0.99995040
 DL5464!UTM  15      -   0.99994210  x   0.99961617  =   0.99955830
 DL5464
 DL5464:                Primary Azimuth Mark                     Grid Az
 DL5464:SPC MN S     -  2401 Q                                   175 51 49.8
 DL5464:UTM  15      -  2401 Q                                   176 33 37.8
 DL5464
 DL5464|---------------------------------------------------------------------|
 DL5464| PID    Reference Object                     Distance      Geod. Az  |
 DL5464|                                                           dddmmss.s |
 DL5464| DL5465 2401 Q                              APPROX. 1.5 KM 1761456.9 |
 DL5464|---------------------------------------------------------------------|
 DL5464
 DL5464                          SUPERSEDED SURVEY CONTROL
 DL5464
 DL5464  NAVD 88 (09/23/09)  398.52   (m)         1307.5    (f) LEVELING    3  
 DL5464
 DL5464.Superseded values are not recommended for survey control.
 DL5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5464.See file dsdata.txt to determine how the superseded data were derived.
 DL5464
 DL5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6374343758(NAD 83)
 DL5464
 DL5464_MARKER: I = METAL ROD
 DL5464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5464_STAMPING: 2401 P 2008
 DL5464_MARK LOGO: MNDT  
 DL5464_PROJECTION: RECESSED 3 CENTIMETERS
 DL5464_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5464+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5464_ROD/PIPE-DEPTH: 13.7 meters
 DL5464
 DL5464  HISTORY     - Date     Condition        Report By
 DL5464  HISTORY     - 2008     MONUMENTED       MNDT
 DL5464
 DL5464                          STATION DESCRIPTION
 DL5464
 DL5464'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5464'1.5 MILES NORTH OF MANCHESTER, 1.55 MILES NORTH ALONG TRUNK HIGHWAY 13
 DL5464'FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN MANCHESTER, AT
 DL5464'TRUNK HIGHWAY 13 MILEPOINT 7.80, 69.0 FEET SOUTHWEST OF TRUNK HIGHWAY
 DL5464'13, 66.6 FEET NORTH OF COUNTY ROAD 29 (270TH STREET), 1.5 FEET
 DL5464'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5465 ***********************************************************************
 DL5465  DESIGNATION -  2401 Q
 DL5465  PID         -  DL5465
 DL5465  STATE/COUNTY-  MN/FREEBORN
 DL5465  COUNTRY     -  US
 DL5465  USGS QUAD   -  ALBERT LEA WEST (1982)
 DL5465
 DL5465                         *CURRENT SURVEY CONTROL
 DL5465  ______________________________________________________________________
 DL5465* NAD 83(2007) POSITION- 43 43 57.31798(N) 093 26 56.72978(W)   ADJUSTED  
 DL5465* NAD 83(2007) ELLIP HT-   361.609 (meters)        (09/23/09)   ADJUSTED
 DL5465* NAD 83(2007) EPOCH   -  2002.00
 DL5465* NAVD 88 ORTHO HEIGHT -   390.905  (meters)    1282.49  (feet) ADJUSTED  
 DL5465  ______________________________________________________________________
 DL5465  NAD 83(2007) X  -   -277,725.890 (meters)                     COMP
 DL5465  NAD 83(2007) Y  - -4,607,965.595 (meters)                     COMP
 DL5465  NAD 83(2007) Z  -  4,386,920.470 (meters)                     COMP
 DL5465  LAPLACE CORR    -          2.81  (seconds)                    DEFLEC09
 DL5465  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 DL5465  DYNAMIC HEIGHT  -        390.808 (meters)     1282.18  (feet) COMP
 DL5465  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 DL5465
 DL5465  HORZ ORDER      -  FIRST
 DL5465  VERT ORDER      -  SECOND    CLASS I
 DL5465  ELLP ORDER      -  THIRD     CLASS I
 DL5465
 DL5465.The horizontal coordinates were established by GPS observations
 DL5465.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5465
 DL5465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5465.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5465
 DL5465.The horizontal coordinates are valid at the epoch date displayed above
 DL5465.which is a decimal equivalence of Year/Month/Day.
 DL5465
 DL5465.The orthometric height was determined by differential leveling and
 DL5465.adjusted in March 2011.
 DL5465
 DL5465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5465
 DL5465.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5465
 DL5465.The ellipsoidal height was determined by GPS observations
 DL5465.and is referenced to NAD 83.
 DL5465
 DL5465.The dynamic height is computed by dividing the NAVD 88
 DL5465.geopotential number by the normal gravity value computed on the
 DL5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5465.degrees latitude (g = 980.6199 gals.).
 DL5465
 DL5465.The modeled gravity was interpolated from observed gravity values.
 DL5465
 DL5465. The following values were computed from the NAD 83(2007) position.
 DL5465
 DL5465;                    North         East     Units Scale Factor Converg.
 DL5465;SPC MN S     -   181,550.054   844,384.408   MT  1.00001138   +0 23 10.1
 DL5465;SPC MN S     -   595,635.47  2,770,284.51   sFT  1.00001138   +0 23 10.1
 DL5465;UTM  15      - 4,842,270.698   463,833.142   MT  0.99961609   -0 18 37.6
 DL5465
 DL5465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5465!SPC MN S     -   0.99994330  x   1.00001138  =   0.99995468
 DL5465!UTM  15      -   0.99994330  x   0.99961609  =   0.99955941
 DL5465
 DL5465:                Primary Azimuth Mark                     Grid Az
 DL5465:SPC MN S     -  2401 P                                   355 51 49.9
 DL5465:UTM  15      -  2401 P                                   356 33 37.6
 DL5465
 DL5465|---------------------------------------------------------------------|
 DL5465| PID    Reference Object                     Distance      Geod. Az  |
 DL5465|                                                           dddmmss.s |
 DL5465| DL5464 2401 P                              APPROX. 1.5 KM 3561500.0 |
 DL5465|---------------------------------------------------------------------|
 DL5465
 DL5465                          SUPERSEDED SURVEY CONTROL
 DL5465
 DL5465  NAVD 88 (09/23/09)  390.91   (m)         1282.5    (f) LEVELING    3  
 DL5465
 DL5465.Superseded values are not recommended for survey control.
 DL5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5465.See file dsdata.txt to determine how the superseded data were derived.
 DL5465
 DL5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6383342270(NAD 83)
 DL5465
 DL5465_MARKER: I = METAL ROD
 DL5465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5465_STAMPING: 2401 Q 2008
 DL5465_MARK LOGO: MNDT  
 DL5465_PROJECTION: FLUSH
 DL5465_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5465+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5465_ROD/PIPE-DEPTH: 10.7 meters
 DL5465
 DL5465  HISTORY     - Date     Condition        Report By
 DL5465  HISTORY     - 2008     MONUMENTED       MNDT
 DL5465
 DL5465                          STATION DESCRIPTION
 DL5465
 DL5465'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5465'0.5 MILE NORTH OF MANCHESTER, 0.6 MILE NORTH ALONG TRUNK HIGHWAY 13
 DL5465'FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN MANCHESTER, AT
 DL5465'TRUNK HIGHWAY 13 MILEPOINT 6.85, 55.9 FEET WEST OF TRUNK HIGHWAY 13,
 DL5465'16.8 FEET SOUTH OF FIELD ENTRANCE, 1.8 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5466 ***********************************************************************
 DL5466  DESIGNATION -  2401 R
 DL5466  PID         -  DL5466
 DL5466  STATE/COUNTY-  MN/FREEBORN
 DL5466  COUNTRY     -  US
 DL5466  USGS QUAD   -  ALBERT LEA WEST (1982)
 DL5466
 DL5466                         *CURRENT SURVEY CONTROL
 DL5466  ______________________________________________________________________
 DL5466* NAD 83(2007) POSITION- 43 41 45.16434(N) 093 25 53.91017(W)   ADJUSTED  
 DL5466* NAD 83(2007) ELLIP HT-   356.688 (meters)        (09/23/09)   ADJUSTED
 DL5466* NAD 83(2007) EPOCH   -  2002.00
 DL5466* NAVD 88 ORTHO HEIGHT -   386.004  (meters)    1266.41  (feet) ADJUSTED  
 DL5466  ______________________________________________________________________
 DL5466  NAD 83(2007) X  -   -276,490.996 (meters)                     COMP
 DL5466  NAD 83(2007) Y  - -4,610,860.121 (meters)                     COMP
 DL5466  NAD 83(2007) Z  -  4,383,968.871 (meters)                     COMP
 DL5466  LAPLACE CORR    -          2.92  (seconds)                    DEFLEC09
 DL5466  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 DL5466  DYNAMIC HEIGHT  -        385.907 (meters)     1266.10  (feet) COMP
 DL5466  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 DL5466
 DL5466  HORZ ORDER      -  FIRST
 DL5466  VERT ORDER      -  SECOND    CLASS I
 DL5466  ELLP ORDER      -  THIRD     CLASS I
 DL5466
 DL5466.The horizontal coordinates were established by GPS observations
 DL5466.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL5466
 DL5466.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5466.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5466
 DL5466.The horizontal coordinates are valid at the epoch date displayed above
 DL5466.which is a decimal equivalence of Year/Month/Day.
 DL5466
 DL5466.The orthometric height was determined by differential leveling and
 DL5466.adjusted in March 2011.
 DL5466
 DL5466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5466
 DL5466.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5466
 DL5466.The ellipsoidal height was determined by GPS observations
 DL5466.and is referenced to NAD 83.
 DL5466
 DL5466.The dynamic height is computed by dividing the NAVD 88
 DL5466.geopotential number by the normal gravity value computed on the
 DL5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5466.degrees latitude (g = 980.6199 gals.).
 DL5466
 DL5466.The modeled gravity was interpolated from observed gravity values.
 DL5466
 DL5466. The following values were computed from the NAD 83(2007) position.
 DL5466
 DL5466;                    North         East     Units Scale Factor Converg.
 DL5466;SPC MN S     -   177,481.061   845,818.610   MT  1.00002010   +0 23 54.2
 DL5466;SPC MN S     -   582,285.78  2,774,989.89   sFT  1.00002010   +0 23 54.2
 DL5466;UTM  15      - 4,838,186.205   465,217.216   MT  0.99961488   -0 17 53.5
 DL5466
 DL5466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5466!SPC MN S     -   0.99994407  x   1.00002010  =   0.99996417
 DL5466!UTM  15      -   0.99994407  x   0.99961488  =   0.99955897
 DL5466
 DL5466                          SUPERSEDED SURVEY CONTROL
 DL5466
 DL5466  NAVD 88 (09/23/09)  386.00   (m)         1266.4    (f) LEVELING    3  
 DL5466
 DL5466.Superseded values are not recommended for survey control.
 DL5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5466.See file dsdata.txt to determine how the superseded data were derived.
 DL5466
 DL5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6521738186(NAD 83)
 DL5466
 DL5466_MARKER: I = METAL ROD
 DL5466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5466_STAMPING: 2401 R 2008
 DL5466_MARK LOGO: MNDT  
 DL5466_PROJECTION: FLUSH
 DL5466_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5466+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL5466_ROD/PIPE-DEPTH: 13.7 meters
 DL5466
 DL5466  HISTORY     - Date     Condition        Report By
 DL5466  HISTORY     - 2008     MONUMENTED       MNDT
 DL5466
 DL5466                          STATION DESCRIPTION
 DL5466
 DL5466'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL5466'2.5 MILES SOUTHEAST OF MANCHESTER, 2.15 MILES SOUTHEAST ALONG TRUNK
 DL5466'HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13 AND COUNTY ROAD 25 IN
 DL5466'MANCHESTER, 0.8 MILE NORTHWEST FROM JUNCTION OF TRUNK HIGHWAY 13 AND
 DL5466'INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 13 MILEPOINT 4.15, 52.8 FEET
 DL5466'SOUTHWEST OF TRUNK HIGHWAY 13, 11.7 FEET NORTHWEST OF FIELD ENTRANCE,
 DL5466'8.1 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1479 ***********************************************************************
 OO1479  DESIGNATION -  2402 B
 OO1479  PID         -  OO1479
 OO1479  STATE/COUNTY-  MN/FREEBORN
 OO1479  COUNTRY     -  US
 OO1479  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1479
 OO1479                         *CURRENT SURVEY CONTROL
 OO1479  ______________________________________________________________________
 OO1479* NAD 83(1986) POSITION- 43 38 51.     (N) 093 24 03.     (W)   SCALED    
 OO1479* NAVD 88 ORTHO HEIGHT -   384.167  (meters)    1260.39  (feet) ADJUSTED  
 OO1479  ______________________________________________________________________
 OO1479  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 OO1479  DYNAMIC HEIGHT  -        384.070 (meters)     1260.07  (feet) COMP
 OO1479  MODELED GRAVITY -    980,355.7   (mgal)                       NAVD 88
 OO1479
 OO1479  VERT ORDER      -  SECOND    CLASS I
 OO1479
 OO1479.The horizontal coordinates were scaled from a topographic map and have
 OO1479.an estimated accuracy of +/- 6 seconds.
 OO1479.
 OO1479.The orthometric height was determined by differential leveling and
 OO1479.adjusted in June 1991.
 OO1479
 OO1479.The dynamic height is computed by dividing the NAVD 88
 OO1479.geopotential number by the normal gravity value computed on the
 OO1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1479.degrees latitude (g = 980.6199 gals.).
 OO1479
 OO1479.The modeled gravity was interpolated from observed gravity values.
 OO1479
 OO1479;                    North         East    Units  Estimated Accuracy
 OO1479;SPC MN S     -   172,120.      848,340.      MT  (+/- 180 meters Scaled)
 OO1479
 OO1479                          SUPERSEDED SURVEY CONTROL
 OO1479
 OO1479.No superseded survey control is available for this station.
 OO1479
 OO1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ676328(NAD 83)
 OO1479
 OO1479_MARKER: DB = BENCH MARK DISK
 OO1479_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1479_SP_SET: HEADWALL OF BOX CULVERT
 OO1479_STAMPING: 2402 B 1981
 OO1479_MARK LOGO: MNDT  
 OO1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1479+STABILITY: SURFACE MOTION
 OO1479
 OO1479  HISTORY     - Date     Condition        Report By
 OO1479  HISTORY     - 1981     MONUMENTED       MNDT
 OO1479
 OO1479                          STATION DESCRIPTION
 OO1479
 OO1479'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1479'1.4 MI WEST FROM ALBERT LEA.
 OO1479'THE MARK IS LOCATED ABOUT 0.5 MILE WEST ALONG COUNTY ROAD 46 FROM ITS
 OO1479'JUNCTION WITH TRUNK HIGHWAY 13 IN ALBERT LEA AND IS IN THE SE 1/4 OF
 OO1479'SECTION 7, T102N, R21W.  THE MARK IS 23.5 FEET SOUTH OF AND 1 FOOT
 OO1479'LOWER THAN THE CENTERLINE OF COUNTY ROAD 46 IN THE HEADWALL OF A 5
 OO1479'FOOT WIDE BY 7 FOOT DEEP BOX CULVERT UNDER COUNTY ROAD 46.  THE MARK,
 OO1479'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2402 B 1981---,
 OO1479'IS CEMENTED IN A DRILL HOLE IN TH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1478 ***********************************************************************
 OO1478  DESIGNATION -  2402 C
 OO1478  PID         -  OO1478
 OO1478  STATE/COUNTY-  MN/FREEBORN
 OO1478  COUNTRY     -  US
 OO1478  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1478
 OO1478                         *CURRENT SURVEY CONTROL
 OO1478  ______________________________________________________________________
 OO1478* NAD 83(1986) POSITION- 43 38 52.     (N) 093 24 41.     (W)   SCALED    
 OO1478* NAVD 88 ORTHO HEIGHT -   375.163  (meters)    1230.85  (feet) ADJUSTED  
 OO1478  ______________________________________________________________________
 OO1478  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 OO1478  DYNAMIC HEIGHT  -        375.067 (meters)     1230.53  (feet) COMP
 OO1478  MODELED GRAVITY -    980,354.3   (mgal)                       NAVD 88
 OO1478
 OO1478  VERT ORDER      -  SECOND    CLASS I
 OO1478
 OO1478.The horizontal coordinates were scaled from a topographic map and have
 OO1478.an estimated accuracy of +/- 6 seconds.
 OO1478.
 OO1478.The orthometric height was determined by differential leveling and
 OO1478.adjusted in June 1991.
 OO1478
 OO1478.The dynamic height is computed by dividing the NAVD 88
 OO1478.geopotential number by the normal gravity value computed on the
 OO1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1478.degrees latitude (g = 980.6199 gals.).
 OO1478
 OO1478.The modeled gravity was interpolated from observed gravity values.
 OO1478
 OO1478;                    North         East    Units  Estimated Accuracy
 OO1478;SPC MN S     -   172,150.      847,490.      MT  (+/- 180 meters Scaled)
 OO1478
 OO1478                          SUPERSEDED SURVEY CONTROL
 OO1478
 OO1478.No superseded survey control is available for this station.
 OO1478
 OO1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ668328(NAD 83)
 OO1478
 OO1478_MARKER: DB = BENCH MARK DISK
 OO1478_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1478_SP_SET: HEADWALL OF BOX CULVERT
 OO1478_STAMPING: 2402 C 1981
 OO1478_MARK LOGO: MNDT  
 OO1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1478+STABILITY: SURFACE MOTION
 OO1478
 OO1478  HISTORY     - Date     Condition        Report By
 OO1478  HISTORY     - 1981     MONUMENTED       MNDT
 OO1478
 OO1478                          STATION DESCRIPTION
 OO1478
 OO1478'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1478'1.9 MI WEST FROM ALBERT LEA.
 OO1478'THE MARK IS LOCATED 1 MILE WEST ALONG COUNTY ROAD 46 FROM ITS
 OO1478'JUNCTION WITH TRUNK HIGHWAY 13 IN ALBERT LEA AND IS IN THE SE 1/4 OF
 OO1478'SECTION 12, T102N, R22W.  THE MARK IS 31 FEET SOUTH OF AND 6 FEET
 OO1478'LOWER THAN THE CENTERLINE OF COUNTY ROAD 46 IN THE HEADWALL IN THE
 OO1478'SOUTHEAST CORNER OF AN 8 FOOT WIDE BY 6 FOOT DEEP BOX CULVERT UNDER
 OO1478'COUNTY ROAD 46.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 OO1478'STAMPED---2402 C 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1478'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1477 ***********************************************************************
 OO1477  DESIGNATION -  2402 D
 OO1477  PID         -  OO1477
 OO1477  STATE/COUNTY-  MN/FREEBORN
 OO1477  COUNTRY     -  US
 OO1477  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1477
 OO1477                         *CURRENT SURVEY CONTROL
 OO1477  ______________________________________________________________________
 OO1477* NAD 83(1986) POSITION- 43 38 52.     (N) 093 25 02.     (W)   SCALED    
 OO1477* NAVD 88 ORTHO HEIGHT -   380.745  (meters)    1249.16  (feet) ADJUSTED  
 OO1477  ______________________________________________________________________
 OO1477  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 OO1477  DYNAMIC HEIGHT  -        380.648 (meters)     1248.84  (feet) COMP
 OO1477  MODELED GRAVITY -    980,353.5   (mgal)                       NAVD 88
 OO1477
 OO1477  VERT ORDER      -  SECOND    CLASS I
 OO1477
 OO1477.The horizontal coordinates were scaled from a topographic map and have
 OO1477.an estimated accuracy of +/- 6 seconds.
 OO1477.
 OO1477.The orthometric height was determined by differential leveling and
 OO1477.adjusted in June 1991.
 OO1477
 OO1477.The dynamic height is computed by dividing the NAVD 88
 OO1477.geopotential number by the normal gravity value computed on the
 OO1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1477.degrees latitude (g = 980.6199 gals.).
 OO1477
 OO1477.The modeled gravity was interpolated from observed gravity values.
 OO1477
 OO1477;                    North         East    Units  Estimated Accuracy
 OO1477;SPC MN S     -   172,150.      847,020.      MT  (+/- 180 meters Scaled)
 OO1477
 OO1477                          SUPERSEDED SURVEY CONTROL
 OO1477
 OO1477.No superseded survey control is available for this station.
 OO1477
 OO1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ663328(NAD 83)
 OO1477
 OO1477_MARKER: DB = BENCH MARK DISK
 OO1477_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1477_SP_SET: HEADWALL OF BOX CULVERT
 OO1477_STAMPING: 2402 D 1981
 OO1477_MARK LOGO: MNDT  
 OO1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1477+STABILITY: SURFACE MOTION
 OO1477
 OO1477  HISTORY     - Date     Condition        Report By
 OO1477  HISTORY     - 1981     MONUMENTED       MNDT
 OO1477
 OO1477                          STATION DESCRIPTION
 OO1477
 OO1477'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1477'2.2 MI WEST FROM ALBERT LEA.
 OO1477'THE MARK IS LOCATED ABOUT 1.3 MILES WEST ALONG COUNTY ROAD 46 FROM
 OO1477'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN ALBERT LEA AND IS IN THE SE 1/4
 OO1477'OF SECTION 12, T102N, R22W.  THE MARK IS 25 FEET SOUTH OF AND 2 FEET
 OO1477'LOWER THAN THE CENTERLINE OF COUNTY ROAD 46 IN THE HEADWALL IN THE
 OO1477'SOUTHEAST CORNER OF A 5 FOOT WIDE BY 8 FOOT DEEP BOX CULVERT UNDER
 OO1477'COUNTY ROAD 46.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 OO1477'STAMPED---2402 D 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1477'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1476 ***********************************************************************
 OO1476  DESIGNATION -  2402 E
 OO1476  PID         -  OO1476
 OO1476  STATE/COUNTY-  MN/FREEBORN
 OO1476  COUNTRY     -  US
 OO1476  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1476
 OO1476                         *CURRENT SURVEY CONTROL
 OO1476  ______________________________________________________________________
 OO1476* NAD 83(1986) POSITION- 43 39 09.     (N) 093 25 51.     (W)   SCALED    
 OO1476* NAVD 88 ORTHO HEIGHT -   388.962  (meters)    1276.12  (feet) ADJUSTED  
 OO1476  ______________________________________________________________________
 OO1476  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO1476  DYNAMIC HEIGHT  -        388.862 (meters)     1275.79  (feet) COMP
 OO1476  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 OO1476
 OO1476  VERT ORDER      -  SECOND    CLASS I
 OO1476
 OO1476.The horizontal coordinates were scaled from a topographic map and have
 OO1476.an estimated accuracy of +/- 6 seconds.
 OO1476.
 OO1476.The orthometric height was determined by differential leveling and
 OO1476.adjusted in June 1991.
 OO1476
 OO1476.The dynamic height is computed by dividing the NAVD 88
 OO1476.geopotential number by the normal gravity value computed on the
 OO1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1476.degrees latitude (g = 980.6199 gals.).
 OO1476
 OO1476.The modeled gravity was interpolated from observed gravity values.
 OO1476
 OO1476;                    North         East    Units  Estimated Accuracy
 OO1476;SPC MN S     -   172,660.      845,920.      MT  (+/- 180 meters Scaled)
 OO1476
 OO1476                          SUPERSEDED SURVEY CONTROL
 OO1476
 OO1476.No superseded survey control is available for this station.
 OO1476
 OO1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ652333(NAD 83)
 OO1476
 OO1476_MARKER: DB = BENCH MARK DISK
 OO1476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1476_SP_SET: ALUMINUM ALLOY ROD
 OO1476_STAMPING: 2402 E 1981
 OO1476_MARK LOGO: MNDT  
 OO1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1476
 OO1476  HISTORY     - Date     Condition        Report By
 OO1476  HISTORY     - 1981     MONUMENTED       MNDT
 OO1476
 OO1476                          STATION DESCRIPTION
 OO1476
 OO1476'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1476'2.9 MI WEST FROM ALBERT LEA.
 OO1476'THE MARK IS LOCATED ABOUT 2.1 MILES WEST ALONG COUNTY ROAD 46 FROM
 OO1476'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN ALBERT LEA AND IS IN THE NE 1/4
 OO1476'OF SECTION 11, T102N, R22W.  THE MARK IS 49.4 FEET SOUTH OF AND 2
 OO1476'FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD 46, 25.2 FEET NORTHWEST
 OO1476'OF THE HILLSIDE ACRES NORTH SIGN POST, 2.2 FEET NORTHEAST OF A FENCE
 OO1476'LINE, 1.5 FEET NORTHWEST OF A POWER POLE WITH A GUY WIRE AND 0.8 FOOT
 OO1476'NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 OO1476'VERTICAL CONTROL MARK DISK STAMPED---2402 E 1981---, IS FASTENED TO
 OO1476'THE TOP OF A DRIVEN 40 FOOT LONG ALUMINUM ALLOY ROD THAT IS BURIED 2
 OO1476'INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1475 ***********************************************************************
 OO1475  DESIGNATION -  2402 F
 OO1475  PID         -  OO1475
 OO1475  STATE/COUNTY-  MN/FREEBORN
 OO1475  COUNTRY     -  US
 OO1475  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1475
 OO1475                         *CURRENT SURVEY CONTROL
 OO1475  ______________________________________________________________________
 OO1475* NAD 83(1986) POSITION- 43 39 27.     (N) 093 26 30.     (W)   SCALED    
 OO1475* NAVD 88 ORTHO HEIGHT -   394.124  (meters)    1293.06  (feet) ADJUSTED  
 OO1475  ______________________________________________________________________
 OO1475  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 OO1475  DYNAMIC HEIGHT  -        394.023 (meters)     1292.72  (feet) COMP
 OO1475  MODELED GRAVITY -    980,352.0   (mgal)                       NAVD 88
 OO1475
 OO1475  VERT ORDER      -  SECOND    CLASS I
 OO1475
 OO1475.The horizontal coordinates were scaled from a topographic map and have
 OO1475.an estimated accuracy of +/- 6 seconds.
 OO1475.
 OO1475.The orthometric height was determined by differential leveling and
 OO1475.adjusted in June 1991.
 OO1475
 OO1475.The dynamic height is computed by dividing the NAVD 88
 OO1475.geopotential number by the normal gravity value computed on the
 OO1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1475.degrees latitude (g = 980.6199 gals.).
 OO1475
 OO1475.The modeled gravity was interpolated from observed gravity values.
 OO1475
 OO1475;                    North         East    Units  Estimated Accuracy
 OO1475;SPC MN S     -   173,210.      845,040.      MT  (+/- 180 meters Scaled)
 OO1475
 OO1475                          SUPERSEDED SURVEY CONTROL
 OO1475
 OO1475.No superseded survey control is available for this station.
 OO1475
 OO1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ643339(NAD 83)
 OO1475
 OO1475_MARKER: DB = BENCH MARK DISK
 OO1475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1475_SP_SET: ALUMINUM ALLOY ROD
 OO1475_STAMPING: 2402 F 1981
 OO1475_MARK LOGO: MNDT  
 OO1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1475
 OO1475  HISTORY     - Date     Condition        Report By
 OO1475  HISTORY     - 1981     MONUMENTED       MNDT
 OO1475
 OO1475                          STATION DESCRIPTION
 OO1475
 OO1475'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1475'3.5 MI WEST FROM ALBERT LEA.
 OO1475'THE MARK IS LOCATED ABOUT 2.8 MILES WEST ALONG COUNTY ROAD 46 FROM
 OO1475'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN ALBERT LEA AND IS IN THE NW 1/4
 OO1475'OF SECTION 11, T102N, R22W.  THE MARK IS 50 FEET SOUTH OF AND 6 FEET
 OO1475'LOWER THAN THE CENTERLINE OF COUNTY ROAD 46, 1.5 FEET NORTHEAST OF A
 OO1475'POWER POLE WITH A GUY WIRE AND 0.8 FOOT NORTHEAST OF A STEEL WITNESS
 OO1475'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 OO1475'STAMPED---2402 F 1981, IS FASTENED TO THE TOP OF A DRIVEN 25 FOOT
 OO1475'LONG ALUMINUM ALLOY ROD THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0516 ***********************************************************************
 OO0516  DESIGNATION -  2405 B
 OO0516  PID         -  OO0516
 OO0516  STATE/COUNTY-  MN/FREEBORN
 OO0516  COUNTRY     -  US
 OO0516  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0516
 OO0516                         *CURRENT SURVEY CONTROL
 OO0516  ______________________________________________________________________
 OO0516* NAD 83(1986) POSITION- 43 40 58.     (N) 093 19 42.     (W)   SCALED    
 OO0516* NAVD 88 ORTHO HEIGHT -   394.651  (meters)    1294.78  (feet) ADJUSTED  
 OO0516  ______________________________________________________________________
 OO0516  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 OO0516  DYNAMIC HEIGHT  -        394.558 (meters)     1294.48  (feet) COMP
 OO0516  MODELED GRAVITY -    980,372.7   (mgal)                       NAVD 88
 OO0516
 OO0516  VERT ORDER      -  FIRST     CLASS II
 OO0516
 OO0516.The horizontal coordinates were scaled from a topographic map and have
 OO0516.an estimated accuracy of +/- 6 seconds.
 OO0516.
 OO0516.The orthometric height was determined by differential leveling and
 OO0516.adjusted in June 1991.
 OO0516
 OO0516.The dynamic height is computed by dividing the NAVD 88
 OO0516.geopotential number by the normal gravity value computed on the
 OO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0516.degrees latitude (g = 980.6199 gals.).
 OO0516
 OO0516.The modeled gravity was interpolated from observed gravity values.
 OO0516
 OO0516;                    North         East    Units  Estimated Accuracy
 OO0516;SPC MN S     -   176,090.      854,160.      MT  (+/- 180 meters Scaled)
 OO0516
 OO0516                          SUPERSEDED SURVEY CONTROL
 OO0516
 OO0516  NGVD 29 (??/??/92)  394.630  (m)         1294.72   (f) ADJ UNCH    1 2
 OO0516
 OO0516.Superseded values are not recommended for survey control.
 OO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0516.See file dsdata.txt to determine how the superseded data were derived.
 OO0516
 OO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ735366(NAD 83)
 OO0516
 OO0516_MARKER: DB = BENCH MARK DISK
 OO0516_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0516_SP_SET: BRIDGE ABUTMENT
 OO0516_STAMPING: 2405 B 1969
 OO0516_MARK LOGO: MNHD  
 OO0516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0516+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0516
 OO0516  HISTORY     - Date     Condition        Report By
 OO0516  HISTORY     - 1969     MONUMENTED       MNHD
 OO0516  HISTORY     - 1973     GOOD             MNDT
 OO0516  HISTORY     - 1980     GOOD             MNDT
 OO0516  HISTORY     - 19900907 GOOD             NGS
 OO0516  HISTORY     - 20000907 GOOD             MNDT
 OO0516
 OO0516                          STATION DESCRIPTION
 OO0516
 OO0516'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0516'1.8 MI N FROM ALBERT LEA.
 OO0516'MARK IS LOCATED 1.8 MILES NORTH OF THE JUNCTION OF T.H. 16 AND T.H.
 OO0516'65, 0.4 MILES WEST OF FAI 35, 0.2 MILES NORTH OF THE RESIDENT HIGHWAY
 OO0516'DEPARTMENT OFFICE BUILDING, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 OO0516'24823, T.H. 65 OVER FAI 90.  NW 1/4 SECTION 35, T 103N, R 21W.
 OO0516
 OO0516                          STATION RECOVERY (1973)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 OO0516'RECOVERED IN GOOD CONDITION.
 OO0516
 OO0516                          STATION RECOVERY (1980)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0516'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0516'MINN AND IS LOCATED ABOUT 0.4 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO0516'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 AND IS NEAR HIGHWAY 90
 OO0516'MILE POINT 159.1 IN THE NW 1/4 OF SECTION 35, T103N, R21W.  THE MARK
 OO0516'IS 22.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY
 OO0516'ROAD 45 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OO0516'24823 CARRYING COUNTY ROAD 45 OVER HIGHWAY 90.  THE MARK, A STANDARD
 OO0516'MNHD BENCH MARK DISK STAMPED---2405 B 1969---, IS CEMENTED IN A DRILL
 OO0516'HOLE IN THE ABUTMENT.
 OO0516
 OO0516                          STATION RECOVERY (1990)
 OO0516
 OO0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0516'0.6 KM (0.4 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0516'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, IN TOP OF
 OO0516'AND 2.6 M (8.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH
 OO0516'CONCRETE ABUTMENT OF COUNTY ROAD 45 OVERPASS (NUMBER 24823) OF THE
 OO0516'HIGHWAY, 28.3 M (92.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 OO0516'LANES OF THE HIGHWAY, AND 6.9 M (22.6 FT) EAST OF AND LEVEL WITH THE
 OO0516'ROAD CENTERLINE.
 OO0516
 OO0516                          STATION RECOVERY (2000)
 OO0516
 OO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0516'RECOVERED IN GOOD CONDITION. NOTE--THE MARK IS AT FAI 90 MILEPOST
 OO0516'159.25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1483 ***********************************************************************
 OO1483  DESIGNATION -  2405 C
 OO1483  PID         -  OO1483
 OO1483  STATE/COUNTY-  MN/FREEBORN
 OO1483  COUNTRY     -  US
 OO1483  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1483
 OO1483                         *CURRENT SURVEY CONTROL
 OO1483  ______________________________________________________________________
 OO1483* NAD 83(1986) POSITION- 43 39 16.     (N) 093 20 36.     (W)   SCALED    
 OO1483* NAVD 88 ORTHO HEIGHT -   378.151  (meters)    1240.65  (feet) ADJUSTED  
 OO1483  ______________________________________________________________________
 OO1483  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 OO1483  DYNAMIC HEIGHT  -        378.059 (meters)     1240.35  (feet) COMP
 OO1483  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 OO1483
 OO1483  VERT ORDER      -  SECOND    CLASS I
 OO1483
 OO1483.The horizontal coordinates were scaled from a topographic map and have
 OO1483.an estimated accuracy of +/- 6 seconds.
 OO1483.
 OO1483.The orthometric height was determined by differential leveling and
 OO1483.adjusted in June 1991.
 OO1483
 OO1483.The dynamic height is computed by dividing the NAVD 88
 OO1483.geopotential number by the normal gravity value computed on the
 OO1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1483.degrees latitude (g = 980.6199 gals.).
 OO1483
 OO1483.The modeled gravity was interpolated from observed gravity values.
 OO1483
 OO1483;                    North         East    Units  Estimated Accuracy
 OO1483;SPC MN S     -   172,930.      852,970.      MT  (+/- 180 meters Scaled)
 OO1483
 OO1483                          SUPERSEDED SURVEY CONTROL
 OO1483
 OO1483.No superseded survey control is available for this station.
 OO1483
 OO1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ723335(NAD 83)
 OO1483
 OO1483_MARKER: DB = BENCH MARK DISK
 OO1483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1483_SP_SET: ALUMINUM ALLOY ROD
 OO1483_STAMPING: 2405 C 1981
 OO1483_MARK LOGO: MNDT  
 OO1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1483
 OO1483  HISTORY     - Date     Condition        Report By
 OO1483  HISTORY     - 1981     MONUMENTED       MNDT
 OO1483
 OO1483                          STATION DESCRIPTION
 OO1483
 OO1483'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1483'1.6 MI SW FROM ALBERT LEA.
 OO1483'THE MARK IS LOCATED ABOUT 1.6 MILES SOUTHWEST ALONG TRUNK HIGHWAY 65
 OO1483'FROM ITS NORTH JUNCTION WITH INTERSTATE HIGHWAY 35 AT ALBERT LEA AND
 OO1483'IS IN THE NW 1/4 OF SECTION 10, T102N, R21W.  THE MARK IS 229 FEET
 OO1483'EAST OF THE CENTER OF FENTON AVENUE, 98.6 FEET NORTHWEST OF THE
 OO1483'NORTHEAST CORNER OF THE 1-STORY BIG BEAR FARM SUPPLY METAL BUILDING
 OO1483'70.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 65
 OO1483'WHICH WAS FORMERLY TRUNK HIGHWAY 16 AND ALSO KNOWN AS EAST MAIN
 OO1483'STREET, 59.7 FEET EAST OF A 30 INCH OAK TREE, 44.1 FEET WEST OF THE
 OO1483'NORTH LEG OF THE LARGE BIG BEAR SIGN, 2.3 FEET NORTHWEST OF A STEEL
 OO1483'R/W SIGN POST AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK,
 OO1483'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2405 C 1981---,
 OO1483'IS FASTENED TO THE TOP OF A DRIVEN 25 FOOT LONG ALUMINUM ALLOY ROD
 OO1483'THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.  THE DISK IS MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1482 ***********************************************************************
 OO1482  DESIGNATION -  2405 D
 OO1482  PID         -  OO1482
 OO1482  STATE/COUNTY-  MN/FREEBORN
 OO1482  COUNTRY     -  US
 OO1482  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1482
 OO1482                         *CURRENT SURVEY CONTROL
 OO1482  ______________________________________________________________________
 OO1482* NAD 83(1986) POSITION- 43 39 09.     (N) 093 21 20.     (W)   SCALED    
 OO1482* NAVD 88 ORTHO HEIGHT -   381.973  (meters)    1253.19  (feet) ADJUSTED  
 OO1482  ______________________________________________________________________
 OO1482  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 OO1482  DYNAMIC HEIGHT  -        381.880 (meters)     1252.88  (feet) COMP
 OO1482  MODELED GRAVITY -    980,363.5   (mgal)                       NAVD 88
 OO1482
 OO1482  VERT ORDER      -  SECOND    CLASS I
 OO1482
 OO1482.The horizontal coordinates were scaled from a topographic map and have
 OO1482.an estimated accuracy of +/- 6 seconds.
 OO1482.
 OO1482.The orthometric height was determined by differential leveling and
 OO1482.adjusted in June 1991.
 OO1482
 OO1482.The dynamic height is computed by dividing the NAVD 88
 OO1482.geopotential number by the normal gravity value computed on the
 OO1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1482.degrees latitude (g = 980.6199 gals.).
 OO1482
 OO1482.The modeled gravity was interpolated from observed gravity values.
 OO1482
 OO1482;                    North         East    Units  Estimated Accuracy
 OO1482;SPC MN S     -   172,710.      851,990.      MT  (+/- 180 meters Scaled)
 OO1482
 OO1482                          SUPERSEDED SURVEY CONTROL
 OO1482
 OO1482.No superseded survey control is available for this station.
 OO1482
 OO1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ713333(NAD 83)
 OO1482
 OO1482_MARKER: DB = BENCH MARK DISK
 OO1482_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO1482_SP_SET: BASE OF BRIDGE RAILING
 OO1482_STAMPING: 2405 D 1981
 OO1482_MARK LOGO: MNDT  
 OO1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1482
 OO1482  HISTORY     - Date     Condition        Report By
 OO1482  HISTORY     - 1981     MONUMENTED       MNDT
 OO1482
 OO1482                          STATION DESCRIPTION
 OO1482
 OO1482'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1482'1.9 MI EAST FROM ALBERT LEA.
 OO1482'THE MARK IS LOCATED ABOUT 1.9 MILES EAST ALONG COUNTY ROAD 46 FROM
 OO1482'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN ALBERT LEA AND IS IN THE NE 1/4
 OO1482'OF SECTION 9, T102N, R21W.  THE MARK IS 20.5 FEET SOUTH OF AND 1 FOOT
 OO1482'HIGHER THAN THE CENTERLINE OF COUNTY ROAD 46 AND 4 FEET WEST OF THE
 OO1482'EAST END OF THE EAST BRIDGE ABUTMENT OF BRIDGE NUMBER 4754 CARRING
 OO1482'OLD TRUNK HIGHWAY 16 OVER THE RAILROAD AND IS IN RAILING BASE IN THE
 OO1482'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT VERTICAL
 OO1482'CONTROL MARK DISK STAMPED---2405 D 1981---, IS CEMENTED IN A DRILL
 OO1482'HOLE IN THE RAILING BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1480 ***********************************************************************
 OO1480  DESIGNATION -  2405 E
 OO1480  PID         -  OO1480
 OO1480  STATE/COUNTY-  MN/FREEBORN
 OO1480  COUNTRY     -  US
 OO1480  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1480
 OO1480                         *CURRENT SURVEY CONTROL
 OO1480  ______________________________________________________________________
 OO1480* NAD 83(1986) POSITION- 43 39 07.     (N) 093 21 35.     (W)   SCALED    
 OO1480* NAVD 88 ORTHO HEIGHT -   372.250  (meters)    1221.29  (feet) ADJUSTED  
 OO1480  ______________________________________________________________________
 OO1480  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 OO1480  DYNAMIC HEIGHT  -        372.159 (meters)     1220.99  (feet) COMP
 OO1480  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 OO1480
 OO1480  VERT ORDER      -  SECOND    CLASS I
 OO1480
 OO1480.The horizontal coordinates were scaled from a topographic map and have
 OO1480.an estimated accuracy of +/- 6 seconds.
 OO1480.
 OO1480.The orthometric height was determined by differential leveling and
 OO1480.adjusted in June 1991.
 OO1480
 OO1480.The dynamic height is computed by dividing the NAVD 88
 OO1480.geopotential number by the normal gravity value computed on the
 OO1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1480.degrees latitude (g = 980.6199 gals.).
 OO1480
 OO1480.The modeled gravity was interpolated from observed gravity values.
 OO1480
 OO1480;                    North         East    Units  Estimated Accuracy
 OO1480;SPC MN S     -   172,640.      851,660.      MT  (+/- 180 meters Scaled)
 OO1480
 OO1480                          SUPERSEDED SURVEY CONTROL
 OO1480
 OO1480.No superseded survey control is available for this station.
 OO1480
 OO1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ709332(NAD 83)
 OO1480
 OO1480_MARKER: DB = BENCH MARK DISK
 OO1480_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO1480_SP_SET: BRIDGE WALKWAY
 OO1480_STAMPING: 2405 E 1981
 OO1480_MARK LOGO: MNDT  
 OO1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO1480
 OO1480  HISTORY     - Date     Condition        Report By
 OO1480  HISTORY     - 1981     MONUMENTED       MNDT
 OO1480
 OO1480                          STATION DESCRIPTION
 OO1480
 OO1480'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1480'1.7 MI EAST FROM ALBERT LEA.
 OO1480'THE MARK IS LOCATED ABOUT 1.7 MILES EAST ALONG COUNTY ROAD 46 FROM
 OO1480'ITS JUNCTION WITH TRUNK HIGHWAY 13 IN ABLERT LEA AND IS NEAR THE
 OO1480'CENTER OF SECTION 9, T102N, R21W.  THE MARK IS 20.7 FEET SOUTH OF AND
 OO1480'1 FOOT HIGHER THAN THE CENTERLINE OF COUNTY ROAD 46 IN THE WALKWAY
 OO1480'20.8 FEET WEST OF THE EAST END OF BRIDGE NUMBER 4753 CARRYING COUNTY
 OO1480'ROAD 46 OVER THE CREEK BETWEEN FOUNTAIN LAKE AND ALBERT LEA LAKE.
 OO1480'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2405 E 1981---,
 OO1480'IS CEMENTED IN S DRILL HOLE IN THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1481 ***********************************************************************
 OO1481  DESIGNATION -  2405 F
 OO1481  PID         -  OO1481
 OO1481  STATE/COUNTY-  MN/FREEBORN
 OO1481  COUNTRY     -  US
 OO1481  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1481
 OO1481                         *CURRENT SURVEY CONTROL
 OO1481  ______________________________________________________________________
 OO1481* NAD 83(1986) POSITION- 43 39 09.     (N) 093 21 38.     (W)   SCALED    
 OO1481* NAVD 88 ORTHO HEIGHT -   372.449  (meters)    1221.94  (feet) ADJUSTED  
 OO1481  ______________________________________________________________________
 OO1481  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 OO1481  DYNAMIC HEIGHT  -        372.358 (meters)     1221.64  (feet) COMP
 OO1481  MODELED GRAVITY -    980,362.7   (mgal)                       NAVD 88
 OO1481
 OO1481  VERT ORDER      -  FIRST     CLASS II
 OO1481
 OO1481.The horizontal coordinates were scaled from a topographic map and have
 OO1481.an estimated accuracy of +/- 6 seconds.
 OO1481.
 OO1481.The orthometric height was determined by differential leveling and
 OO1481.adjusted in June 1991.
 OO1481
 OO1481.The dynamic height is computed by dividing the NAVD 88
 OO1481.geopotential number by the normal gravity value computed on the
 OO1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1481.degrees latitude (g = 980.6199 gals.).
 OO1481
 OO1481.The modeled gravity was interpolated from observed gravity values.
 OO1481
 OO1481;                    North         East    Units  Estimated Accuracy
 OO1481;SPC MN S     -   172,700.      851,590.      MT  (+/- 180 meters Scaled)
 OO1481
 OO1481                          SUPERSEDED SURVEY CONTROL
 OO1481
 OO1481.No superseded survey control is available for this station.
 OO1481
 OO1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ709333(NAD 83)
 OO1481
 OO1481_MARKER: DD = SURVEY DISK
 OO1481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1481_SP_SET: BRIDGE ABUTMENT
 OO1481_STAMPING: 2405 F 1981
 OO1481_MARK LOGO: MNDT  
 OO1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1481+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1481
 OO1481  HISTORY     - Date     Condition        Report By
 OO1481  HISTORY     - 1981     MONUMENTED       MNDT
 OO1481  HISTORY     - 19900907 GOOD             NGS
 OO1481
 OO1481                          STATION DESCRIPTION
 OO1481
 OO1481'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1481'IN ALBERT LEA.
 OO1481'THE MARK IS LOCATED IN ALBERT LEA AT BRIDGE NUMBER 24506 CARRYING
 OO1481'BRIDGE AVENUE OVER THE CREEK RUNNING BETWEEN FOUNTAIN LAKE AND ALBERT
 OO1481'LEA LAKE AND IS IN THE NW 1/4 OF SECTION 9, T102N, R21W.  THE MARK IS
 OO1481'29.6 FEET NORTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE OF BRIDGE
 OO1481'AVENUE IN THE BAUTMENT IN THE NORTHEAST CORNER OF BRIDGE NUMBER
 OO1481'24506.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2405 F
 OO1481'1981---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1481
 OO1481                          STATION RECOVERY (1990)
 OO1481
 OO1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1481'IN ALBERT LEA, AT THE INTERSECTION OF BRIDGE AVENUE AND WILSON
 OO1481'STREET, IN TOP OF AND 2.1 M (6.9 FT) SOUTHEAST OF THE NORTHWEST END
 OO1481'OF THE NORTH CONCRETE ABUTMENT OF THE AVENUE BRIDGE SPANNING THE
 OO1481'OUTLET OF FOUNTAIN LAKE, 17.3 M (56.8 FT) SOUTH OF THE EXTENDED
 OO1481'CENTER OF THE STREET, 9.2 M (30.2 FT) WEST OF THE AVENUE CENTERLINE,
 OO1481'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1448 ***********************************************************************
 OO1448  DESIGNATION -  2406 A
 OO1448  PID         -  OO1448
 OO1448  STATE/COUNTY-  MN/FREEBORN
 OO1448  COUNTRY     -  US
 OO1448  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1448
 OO1448                         *CURRENT SURVEY CONTROL
 OO1448  ______________________________________________________________________
 OO1448* NAD 83(1986) POSITION- 43 38 40.     (N) 093 23 29.     (W)   SCALED    
 OO1448* NAVD 88 ORTHO HEIGHT -   381.388  (meters)    1251.27  (feet) ADJUSTED  
 OO1448  ______________________________________________________________________
 OO1448  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1448  DYNAMIC HEIGHT  -        381.292 (meters)     1250.96  (feet) COMP
 OO1448  MODELED GRAVITY -    980,356.6   (mgal)                       NAVD 88
 OO1448
 OO1448  VERT ORDER      -  SECOND    CLASS I
 OO1448
 OO1448.The horizontal coordinates were scaled from a topographic map and have
 OO1448.an estimated accuracy of +/- 6 seconds.
 OO1448.
 OO1448.The orthometric height was determined by differential leveling and
 OO1448.adjusted in June 1991.
 OO1448
 OO1448.The dynamic height is computed by dividing the NAVD 88
 OO1448.geopotential number by the normal gravity value computed on the
 OO1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1448.degrees latitude (g = 980.6199 gals.).
 OO1448
 OO1448.The modeled gravity was interpolated from observed gravity values.
 OO1448
 OO1448;                    North         East    Units  Estimated Accuracy
 OO1448;SPC MN S     -   171,790.      849,110.      MT  (+/- 180 meters Scaled)
 OO1448
 OO1448                          SUPERSEDED SURVEY CONTROL
 OO1448
 OO1448.No superseded survey control is available for this station.
 OO1448
 OO1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ684324(NAD 83)
 OO1448
 OO1448_MARKER: DB = BENCH MARK DISK
 OO1448_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1448+WITH SETTING: PAVEMENT
 OO1448_SP_SET: CONCRETE BASE FOR SIGN POST
 OO1448_STAMPING: 2406 A 1980
 OO1448_MARK LOGO: MNDT  
 OO1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1448+STABILITY: SURFACE MOTION
 OO1448
 OO1448  HISTORY     - Date     Condition        Report By
 OO1448  HISTORY     - 1980     MONUMENTED       MNDT
 OO1448
 OO1448                          STATION DESCRIPTION
 OO1448
 OO1448'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1448'1 MI WSW FROM ALBERT LEA.
 OO1448'THE MARK IS LOCATED 0.2 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1448'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA AND IS NEAR HIGHWAY 69
 OO1448'MILE POINT 12.2 IN THE SE 1/4 OF SECTION 7, T102N, R21W.  THE MARK IS
 OO1448'63 FEET SOUTH OF THE CENTER OF FRONT STREET, 43 FEET SOUTHWEST OF THE
 OO1448'SOUTH END OF A 24 INCH CONCRETE CULVERT UNDER FRONT STREET, 30.8 FEET
 OO1448'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 69 IN THE WEST
 OO1448'SIDE OF THE CONCRETE BASE FOR A CROSS-WALK SIGN POST.  THE MARK, A
 OO1448'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2406 A 1980---, IS
 OO1448'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1449 ***********************************************************************
 OO1449  DESIGNATION -  2406 B
 OO1449  PID         -  OO1449
 OO1449  STATE/COUNTY-  MN/FREEBORN
 OO1449  COUNTRY     -  US
 OO1449  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1449
 OO1449                         *CURRENT SURVEY CONTROL
 OO1449  ______________________________________________________________________
 OO1449* NAD 83(1986) POSITION- 43 38 15.     (N) 093 23 34.     (W)   SCALED    
 OO1449* NAVD 88 ORTHO HEIGHT -   381.233  (meters)    1250.76  (feet) ADJUSTED  
 OO1449  ______________________________________________________________________
 OO1449  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1449  DYNAMIC HEIGHT  -        381.137 (meters)     1250.45  (feet) COMP
 OO1449  MODELED GRAVITY -    980,355.5   (mgal)                       NAVD 88
 OO1449
 OO1449  VERT ORDER      -  SECOND    CLASS I
 OO1449
 OO1449.The horizontal coordinates were scaled from a topographic map and have
 OO1449.an estimated accuracy of +/- 6 seconds.
 OO1449.
 OO1449.The orthometric height was determined by differential leveling and
 OO1449.adjusted in June 1991.
 OO1449
 OO1449.The dynamic height is computed by dividing the NAVD 88
 OO1449.geopotential number by the normal gravity value computed on the
 OO1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1449.degrees latitude (g = 980.6199 gals.).
 OO1449
 OO1449.The modeled gravity was interpolated from observed gravity values.
 OO1449
 OO1449;                    North         East    Units  Estimated Accuracy
 OO1449;SPC MN S     -   171,020.      849,000.      MT  (+/- 180 meters Scaled)
 OO1449
 OO1449                          SUPERSEDED SURVEY CONTROL
 OO1449
 OO1449.No superseded survey control is available for this station.
 OO1449
 OO1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ683316(NAD 83)
 OO1449
 OO1449_MARKER: DB = BENCH MARK DISK
 OO1449_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1449+WITH SETTING: PAVEMENT
 OO1449_SP_SET: BASE FOR WATER TANK
 OO1449_STAMPING: 2406 B 1980
 OO1449_MARK LOGO: MNDT  
 OO1449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1449+STABILITY: SURFACE MOTION
 OO1449
 OO1449  HISTORY     - Date     Condition        Report By
 OO1449  HISTORY     - 1980     MONUMENTED       MNDT
 OO1449
 OO1449                          STATION DESCRIPTION
 OO1449
 OO1449'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1449'1.3 MI SW FROM ALBERT LEA.
 OO1449'THE MARK IS LOCATED 0.65 MILE SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1449'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA AND IS NEAR HIGHWAY 69
 OO1449'MILE POINT 11.75 IN THE SE 1/4 OF SECTION 18, T102N, R21W.  THE MARK
 OO1449'IS 110.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY
 OO1449'69 AND 60.5 FEET SOUTH OF SOUTHVIEW LANE IN THE WEST CORNER OF THE
 OO1449'CONCRETE BASE FOR THE NORTHWEST LEG OF THE ALBERT LEA WATER TANK.
 OO1449'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2406 B
 OO1449'1980---, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1450 ***********************************************************************
 OO1450  DESIGNATION -  2406 C
 OO1450  PID         -  OO1450
 OO1450  STATE/COUNTY-  MN/FREEBORN
 OO1450  COUNTRY     -  US
 OO1450  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1450
 OO1450                         *CURRENT SURVEY CONTROL
 OO1450  ______________________________________________________________________
 OO1450* NAD 83(1986) POSITION- 43 37 34.     (N) 093 23 32.     (W)   SCALED    
 OO1450* NAVD 88 ORTHO HEIGHT -   382.630  (meters)    1255.35  (feet) ADJUSTED  
 OO1450  ______________________________________________________________________
 OO1450  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 OO1450  DYNAMIC HEIGHT  -        382.532 (meters)     1255.02  (feet) COMP
 OO1450  MODELED GRAVITY -    980,354.1   (mgal)                       NAVD 88
 OO1450
 OO1450  VERT ORDER      -  SECOND    CLASS I
 OO1450
 OO1450.The horizontal coordinates were scaled from a topographic map and have
 OO1450.an estimated accuracy of +/- 6 seconds.
 OO1450.
 OO1450.The orthometric height was determined by differential leveling and
 OO1450.adjusted in June 1991.
 OO1450
 OO1450.The dynamic height is computed by dividing the NAVD 88
 OO1450.geopotential number by the normal gravity value computed on the
 OO1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1450.degrees latitude (g = 980.6199 gals.).
 OO1450
 OO1450.The modeled gravity was interpolated from observed gravity values.
 OO1450
 OO1450;                    North         East    Units  Estimated Accuracy
 OO1450;SPC MN S     -   169,750.      849,050.      MT  (+/- 180 meters Scaled)
 OO1450
 OO1450                          SUPERSEDED SURVEY CONTROL
 OO1450
 OO1450.No superseded survey control is available for this station.
 OO1450
 OO1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ683304(NAD 83)
 OO1450
 OO1450_MARKER: DB = BENCH MARK DISK
 OO1450_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1450_SP_SET: COPPER-CLAD STEEL ROD
 OO1450_STAMPING: 2406 C 1980
 OO1450_MARK LOGO: MNDT  
 OO1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1450
 OO1450  HISTORY     - Date     Condition        Report By
 OO1450  HISTORY     - 1980     MONUMENTED       MNDT
 OO1450
 OO1450                          STATION DESCRIPTION
 OO1450
 OO1450'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1450'1.9 MI SSW FROM ALBERT LEA.
 OO1450'THE MARK IS LOCATED 1.4 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1450'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA AND IS NEAR HIGHWAY 69
 OO1450'MILE POINT 11 IN THE NE 1/4 OF SECTION 19, T102N, R21W.  THE MARK IS
 OO1450'127.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 69,
 OO1450'110.8 FEET EAST-NORTHEAST OF MILE POST 11, 95 FEET SOUTH OF A R/W
 OO1450'SIGN POST, 92.8 FEET NORTHEAST OF TWIN 24 INCH OAK TREES, 87.3 FEET
 OO1450'EAST-NORTHEAST OF THE EAST END OF A 72 INCH CONCRETE CATTLE PASS
 OO1450'UNDER HIGHWAY 69, 1.3 FEET NORTHEAST OF A POWER POLE WITH GUY WIRES
 OO1450'AND 0.5 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1450'VERTICAL CONTROL MARK DISK STAMPED---2406 C 1980---, IS CRIMPED TO
 OO1450'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1450'STEEL ROD THAT PROJECTS 3 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1452 ***********************************************************************
 OO1452  DESIGNATION -  2406 E
 OO1452  PID         -  OO1452
 OO1452  STATE/COUNTY-  MN/FREEBORN
 OO1452  COUNTRY     -  US
 OO1452  USGS QUAD   -  EMMONS (1982)
 OO1452
 OO1452                         *CURRENT SURVEY CONTROL
 OO1452  ______________________________________________________________________
 OO1452* NAD 83(1986) POSITION- 43 36 24.     (N) 093 24 05.     (W)   SCALED    
 OO1452* NAVD 88 ORTHO HEIGHT -   392.237  (meters)    1286.86  (feet) ADJUSTED  
 OO1452  ______________________________________________________________________
 OO1452  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 OO1452  DYNAMIC HEIGHT  -        392.136 (meters)     1286.53  (feet) COMP
 OO1452  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 OO1452
 OO1452  VERT ORDER      -  SECOND    CLASS I
 OO1452
 OO1452.The horizontal coordinates were scaled from a topographic map and have
 OO1452.an estimated accuracy of +/- 6 seconds.
 OO1452.
 OO1452.The orthometric height was determined by differential leveling and
 OO1452.adjusted in November 1998.
 OO1452
 OO1452.The dynamic height is computed by dividing the NAVD 88
 OO1452.geopotential number by the normal gravity value computed on the
 OO1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1452.degrees latitude (g = 980.6199 gals.).
 OO1452
 OO1452.The modeled gravity was interpolated from observed gravity values.
 OO1452
 OO1452;                    North         East    Units  Estimated Accuracy
 OO1452;SPC MN S     -   167,590.      848,330.      MT  (+/- 180 meters Scaled)
 OO1452
 OO1452                          SUPERSEDED SURVEY CONTROL
 OO1452
 OO1452  NAVD 88 (06/15/91)  392.225  (m)         1286.82   (f) SUPERSEDED  2 1
 OO1452
 OO1452.Superseded values are not recommended for survey control.
 OO1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1452.See file dsdata.txt to determine how the superseded data were derived.
 OO1452
 OO1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ676282(NAD 83)
 OO1452
 OO1452_MARKER: DV = VERTICAL CONTROL DISK
 OO1452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1452_SP_SET: COPPER-CLAD STEEL ROD
 OO1452_STAMPING: 2406 E 1980
 OO1452_MARK LOGO: MNDT  
 OO1452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1452+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 OO1452
 OO1452  HISTORY     - Date     Condition        Report By
 OO1452  HISTORY     - 1980     MONUMENTED       MNDT
 OO1452  HISTORY     - 19911112 GOOD             MNDT
 OO1452
 OO1452                          STATION DESCRIPTION
 OO1452
 OO1452'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1452'3.2 MI SSW FROM ALBERT LEA.
 OO1452'THE MARK IS LOCATED 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1452'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA AND IS NEAR HIGHWAY 69
 OO1452'MILE POINT 9.5 IN THE SW 1/4 OF SECTION 30, T102N, R21W.  THE MARK IS
 OO1452'75.3 FEET WEST OF AND 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 69,
 OO1452'1.2 FEET EAST OF A POWER POLE AND 0.5 FOOT EAST OF A STEEL WITNESS
 OO1452'POST.  THE MARK A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1452'STAMPED---2406 E 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1452'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 3 INCHES
 OO1452'ABOVE THE SURFACE OF THE GROUND.
 OO1452
 OO1452                          STATION RECOVERY (1991)
 OO1452
 OO1452'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1452'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1453 ***********************************************************************
 OO1453  DESIGNATION -  2406 F
 OO1453  PID         -  OO1453
 OO1453  STATE/COUNTY-  MN/FREEBORN
 OO1453  COUNTRY     -  US
 OO1453  USGS QUAD   -  EMMONS (1982)
 OO1453
 OO1453                         *CURRENT SURVEY CONTROL
 OO1453  ______________________________________________________________________
 OO1453* NAD 83(1986) POSITION- 43 36 01.     (N) 093 24 07.     (W)   SCALED    
 OO1453* NAVD 88 ORTHO HEIGHT -   389.015  (meters)    1276.29  (feet) ADJUSTED  
 OO1453  ______________________________________________________________________
 OO1453  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO1453  DYNAMIC HEIGHT  -        388.914 (meters)     1275.96  (feet) COMP
 OO1453  MODELED GRAVITY -    980,349.5   (mgal)                       NAVD 88
 OO1453
 OO1453  VERT ORDER      -  SECOND    CLASS I
 OO1453
 OO1453.The horizontal coordinates were scaled from a topographic map and have
 OO1453.an estimated accuracy of +/- 6 seconds.
 OO1453.
 OO1453.The orthometric height was determined by differential leveling and
 OO1453.adjusted in June 1991.
 OO1453
 OO1453.The dynamic height is computed by dividing the NAVD 88
 OO1453.geopotential number by the normal gravity value computed on the
 OO1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1453.degrees latitude (g = 980.6199 gals.).
 OO1453
 OO1453.The modeled gravity was interpolated from observed gravity values.
 OO1453
 OO1453;                    North         East    Units  Estimated Accuracy
 OO1453;SPC MN S     -   166,880.      848,290.      MT  (+/- 180 meters Scaled)
 OO1453
 OO1453                          SUPERSEDED SURVEY CONTROL
 OO1453
 OO1453.No superseded survey control is available for this station.
 OO1453
 OO1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ675275(NAD 83)
 OO1453
 OO1453_MARKER: DV = VERTICAL CONTROL DISK
 OO1453_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1453_SP_SET: CULVERT HEADWALL
 OO1453_STAMPING: 2406 F 1980
 OO1453_MARK LOGO: MNDT  
 OO1453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1453+STABILITY: SURFACE MOTION
 OO1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1453+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 OO1453
 OO1453  HISTORY     - Date     Condition        Report By
 OO1453  HISTORY     - 1980     MONUMENTED       MNDT
 OO1453  HISTORY     - 19911112 GOOD             MNDT
 OO1453
 OO1453                          STATION DESCRIPTION
 OO1453
 OO1453'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1453'3.7 MI SW FROM ALBERT LEA.
 OO1453'THE MARK IS LOCATED 3.4 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1453'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA AND IS NEAR HIGHWAY 69
 OO1453'MILE POINT 9.1 IN THE NW 1/4 OF SECTION 31, T102N, R21W.  THE MARK IS
 OO1453'23.5 FEET EAST OF AND 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 69
 OO1453'IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 14 FOOT WIDE BY 12 FOOT
 OO1453'DEEP BOX CULVERT UNDER HIGHWAY 69.  THE MARK, A STANDARD MNHD
 OO1453'VERTICAL CONTROL MARK DISK STAMPED---2406 F 1980---, IS CEMENTED IN A
 OO1453'DRILL HOLE IN THE HEADWALL.
 OO1453
 OO1453                          STATION RECOVERY (1991)
 OO1453
 OO1453'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1453'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1454 ***********************************************************************
 OO1454  DESIGNATION -  2406 G
 OO1454  PID         -  OO1454
 OO1454  STATE/COUNTY-  MN/FREEBORN
 OO1454  COUNTRY     -  US
 OO1454  USGS QUAD   -  EMMONS (1982)
 OO1454
 OO1454                         *CURRENT SURVEY CONTROL
 OO1454  ______________________________________________________________________
 OO1454* NAD 83(1986) POSITION- 43 35 12.     (N) 093 24 08.     (W)   SCALED    
 OO1454* NAVD 88 ORTHO HEIGHT -   392.332  (meters)    1287.18  (feet) ADJUSTED  
 OO1454  ______________________________________________________________________
 OO1454  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO1454  DYNAMIC HEIGHT  -        392.229 (meters)     1286.84  (feet) COMP
 OO1454  MODELED GRAVITY -    980,347.8   (mgal)                       NAVD 88
 OO1454
 OO1454  VERT ORDER      -  SECOND    CLASS I
 OO1454
 OO1454.The horizontal coordinates were scaled from a topographic map and have
 OO1454.an estimated accuracy of +/- 6 seconds.
 OO1454.
 OO1454.The orthometric height was determined by differential leveling and
 OO1454.adjusted in June 1991.
 OO1454
 OO1454.The dynamic height is computed by dividing the NAVD 88
 OO1454.geopotential number by the normal gravity value computed on the
 OO1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1454.degrees latitude (g = 980.6199 gals.).
 OO1454
 OO1454.The modeled gravity was interpolated from observed gravity values.
 OO1454
 OO1454;                    North         East    Units  Estimated Accuracy
 OO1454;SPC MN S     -   165,360.      848,280.      MT  (+/- 180 meters Scaled)
 OO1454
 OO1454                          SUPERSEDED SURVEY CONTROL
 OO1454
 OO1454.No superseded survey control is available for this station.
 OO1454
 OO1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ675260(NAD 83)
 OO1454
 OO1454_MARKER: DV = VERTICAL CONTROL DISK
 OO1454_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1454_SP_SET: COPPER-CLAD STEEL ROD
 OO1454_STAMPING: 2406 G 1980
 OO1454_MARK LOGO: MNDT  
 OO1454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1454+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 OO1454
 OO1454  HISTORY     - Date     Condition        Report By
 OO1454  HISTORY     - 1980     MONUMENTED       MNDT
 OO1454  HISTORY     - 19911112 GOOD             MNDT
 OO1454
 OO1454                          STATION DESCRIPTION
 OO1454
 OO1454'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1454'4.7 MI SSW FROM ALBERT LEA.
 OO1454'THE MARK IS LOCATED 4.4 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1454'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA AND IS NEAR HIGHWAY 69
 OO1454'MILE POINT 8.1 IN THE SW 1/4 OF SECTION 31, T102N, R21W.  THE MARK IS
 OO1454'205.5 FEET EAST OF THE CENTERLINE OF HIGHWAY 69, 32 FEET NORTH OF AND
 OO1454'1 FOOT HIGHER THAN THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 28.9
 OO1454'FEET EAST OF POWER POLE NUMBER 13 RSW 6, 28.6 FEET EAST OF TELEPHONE
 OO1454'PEDESTAL NUMBER E 6 A, 1.5 FEET SOUTH OF A WOOD GATE POST AND 0.6
 OO1454'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1454'VERTICAL CONTROL MARK DISK STAMPED---2406 G 1980---, IS CRIMPED TO
 OO1454'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1454'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 OO1454
 OO1454                          STATION RECOVERY (1991)
 OO1454
 OO1454'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1455 ***********************************************************************
 OO1455  DESIGNATION -  2406 H 1
 OO1455  PID         -  OO1455
 OO1455  STATE/COUNTY-  MN/FREEBORN
 OO1455  COUNTRY     -  US
 OO1455  USGS QUAD   -  EMMONS (1982)
 OO1455
 OO1455                         *CURRENT SURVEY CONTROL
 OO1455  ______________________________________________________________________
 OO1455* NAD 83(1986) POSITION- 43 34 30.     (N) 093 23 53.     (W)   SCALED    
 OO1455* NAVD 88 ORTHO HEIGHT -   392.613  (meters)    1288.10  (feet) ADJUSTED  
 OO1455  ______________________________________________________________________
 OO1455  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO1455  DYNAMIC HEIGHT  -        392.510 (meters)     1287.76  (feet) COMP
 OO1455  MODELED GRAVITY -    980,346.9   (mgal)                       NAVD 88
 OO1455
 OO1455  VERT ORDER      -  SECOND    CLASS I
 OO1455
 OO1455.The horizontal coordinates were scaled from a topographic map and have
 OO1455.an estimated accuracy of +/- 6 seconds.
 OO1455.
 OO1455.The orthometric height was determined by differential leveling and
 OO1455.adjusted in June 1991.
 OO1455
 OO1455.The dynamic height is computed by dividing the NAVD 88
 OO1455.geopotential number by the normal gravity value computed on the
 OO1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1455.degrees latitude (g = 980.6199 gals.).
 OO1455
 OO1455.The modeled gravity was interpolated from observed gravity values.
 OO1455
 OO1455;                    North         East    Units  Estimated Accuracy
 OO1455;SPC MN S     -   164,070.      848,630.      MT  (+/- 180 meters Scaled)
 OO1455
 OO1455                          SUPERSEDED SURVEY CONTROL
 OO1455
 OO1455.No superseded survey control is available for this station.
 OO1455
 OO1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ678247(NAD 83)
 OO1455
 OO1455_MARKER: DV = VERTICAL CONTROL DISK
 OO1455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1455_SP_SET: COPPER-CLAD STEEL ROD
 OO1455_STAMPING: 2406 H 1 1980
 OO1455_MARK LOGO: MNDT  
 OO1455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1455+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1991
 OO1455
 OO1455  HISTORY     - Date     Condition        Report By
 OO1455  HISTORY     - 1980     MONUMENTED       MNDT
 OO1455  HISTORY     - 19911112 GOOD             MNDT
 OO1455
 OO1455                          STATION DESCRIPTION
 OO1455
 OO1455'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1455'5.3 MI SSW FROM ALBERT LEA.
 OO1455'THE MARK IS LOCATED 5.1 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1455'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA, THENCE 0.45 MILE EAST
 OO1455'ALONG COUNTY ROAD 13 AND IS IN THE SE 1/4 OF SECTION 6, T101N, R21W.
 OO1455'THE MARK IS 373 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 13, 237
 OO1455'FEET SOUTH OF THE SOUTHWEST CORNER OF THE 1-STORY FRAME LUNDER
 OO1455'LUTHERAN CHURCH, 78.4 FEET SOUTH-SOUTHWEST OF A 30 INCH OAK TREE,
 OO1455'26.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD
 OO1455'75, 1.2 FEET NORTH OF A POWER POLE AND 0.6 FOOT NORTH OF A STEEL
 OO1455'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1455'STAMPED---2406 H 1 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 OO1455'INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 OO1455'INCHES ABOVE GROUND LEVEL.
 OO1455
 OO1455                          STATION RECOVERY (1991)
 OO1455
 OO1455'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1455'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1456 ***********************************************************************
 OO1456  DESIGNATION -  2406 H 2
 OO1456  PID         -  OO1456
 OO1456  STATE/COUNTY-  MN/FREEBORN
 OO1456  COUNTRY     -  US
 OO1456  USGS QUAD   -  EMMONS (1982)
 OO1456
 OO1456                         *CURRENT SURVEY CONTROL
 OO1456  ______________________________________________________________________
 OO1456* NAD 83(1986) POSITION- 43 34 32.     (N) 093 22 45.     (W)   SCALED    
 OO1456* NAVD 88 ORTHO HEIGHT -   384.686  (meters)    1262.09  (feet) ADJUSTED  
 OO1456  ______________________________________________________________________
 OO1456  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 OO1456  DYNAMIC HEIGHT  -        384.587 (meters)     1261.77  (feet) COMP
 OO1456  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OO1456
 OO1456  VERT ORDER      -  SECOND    CLASS I
 OO1456
 OO1456.The horizontal coordinates were scaled from a topographic map and have
 OO1456.an estimated accuracy of +/- 6 seconds.
 OO1456.
 OO1456.The orthometric height was determined by differential leveling and
 OO1456.adjusted in June 1991.
 OO1456
 OO1456.The dynamic height is computed by dividing the NAVD 88
 OO1456.geopotential number by the normal gravity value computed on the
 OO1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1456.degrees latitude (g = 980.6199 gals.).
 OO1456
 OO1456.The modeled gravity was interpolated from observed gravity values.
 OO1456
 OO1456;                    North         East    Units  Estimated Accuracy
 OO1456;SPC MN S     -   164,140.      850,150.      MT  (+/- 180 meters Scaled)
 OO1456
 OO1456                          SUPERSEDED SURVEY CONTROL
 OO1456
 OO1456.No superseded survey control is available for this station.
 OO1456
 OO1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ693248(NAD 83)
 OO1456
 OO1456_MARKER: DB = BENCH MARK DISK
 OO1456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1456_SP_SET: COPPER-CLAD STEEL ROD
 OO1456_STAMPING: 2406 H 2 1980
 OO1456_MARK LOGO: MNDT  
 OO1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1456
 OO1456  HISTORY     - Date     Condition        Report By
 OO1456  HISTORY     - 1980     MONUMENTED       MNDT
 OO1456
 OO1456                          STATION DESCRIPTION
 OO1456
 OO1456'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1456'5.2 MI SOUTH FROM ALBERT LEA.
 OO1456'THE MARK IS LOCATED 5.1 MILES SOUTH ALONG TRUNK HIGHWAY 69 FROM ITS
 OO1456'JUNCTION WITH COUNTY ROAD 46 NEAR ALBERT LEA, THENCE 1.5 MILES EAST
 OO1456'ALONG COUNTY ROAD 13 AND IS IN THE SW 1/4 OF SECTION 5, T101N, R21W.
 OO1456'THE MARK IS 51.3 FEET NORTH OF AND 2 FEET LOWER THAN THE CENTERLINE
 OO1456'OF COUNTY ROAD 13, 35 FEET WEST OF THE CENTER OF A DRIVEWAY TO THE
 OO1456'NORTH, 21.3 FEET NORTHWEST OF THE WEST END OF A 15 INCH METAL CULVERT
 OO1456'UNDER THE DRIVEWAY, 2.3 FEET NORTH-NORTHWEST OF TELEPHONE PEDESTAL
 OO1456'NUMBER F 72, 1.8 FEET WEST OF A POWER POLE ON A NORTH-SOUTH LINE AND
 OO1456'0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1456'VERTICAL CONTROL MARK DISK STAMPED---2406 H 2 1980---, IS CRIMPED TO
 OO1456'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1456'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9719 ***********************************************************************
 AF9719  DESIGNATION -  2406 J
 AF9719  PID         -  AF9719
 AF9719  STATE/COUNTY-  MN/FREEBORN
 AF9719  COUNTRY     -  US
 AF9719  USGS QUAD   -  EMMONS (1982)
 AF9719
 AF9719                         *CURRENT SURVEY CONTROL
 AF9719  ______________________________________________________________________
 AF9719* NAD 83(1986) POSITION- 43 34 43.     (N) 093 24 13.     (W)   SCALED    
 AF9719* NAVD 88 ORTHO HEIGHT -   385.185  (meters)    1263.73  (feet) ADJUSTED  
 AF9719  ______________________________________________________________________
 AF9719  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 AF9719  DYNAMIC HEIGHT  -        385.084 (meters)     1263.40  (feet) COMP
 AF9719  MODELED GRAVITY -    980,346.5   (mgal)                       NAVD 88
 AF9719
 AF9719  VERT ORDER      -  SECOND    CLASS I
 AF9719
 AF9719.The horizontal coordinates were scaled from a topographic map and have
 AF9719.an estimated accuracy of +/- 6 seconds.
 AF9719.
 AF9719.The orthometric height was determined by differential leveling and
 AF9719.adjusted in November 1998.
 AF9719
 AF9719.The dynamic height is computed by dividing the NAVD 88
 AF9719.geopotential number by the normal gravity value computed on the
 AF9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9719.degrees latitude (g = 980.6199 gals.).
 AF9719
 AF9719.The modeled gravity was interpolated from observed gravity values.
 AF9719
 AF9719;                    North         East    Units  Estimated Accuracy
 AF9719;SPC MN S     -   164,470.      848,170.      MT  (+/- 180 meters Scaled)
 AF9719
 AF9719                          SUPERSEDED SURVEY CONTROL
 AF9719
 AF9719.No superseded survey control is available for this station.
 AF9719
 AF9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ674251(NAD 83)
 AF9719
 AF9719_MARKER: DV = VERTICAL CONTROL DISK
 AF9719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9719_STAMPING: 2406 J 1991
 AF9719_MARK LOGO: MNDT  
 AF9719_PROJECTION: FLUSH
 AF9719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9719+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9719_ROD/PIPE-DEPTH:  3.0 meters
 AF9719
 AF9719  HISTORY     - Date     Condition        Report By
 AF9719  HISTORY     - 1991     MONUMENTED       MNDT
 AF9719
 AF9719                          STATION DESCRIPTION
 AF9719
 AF9719'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9719'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) NE OF THE CITY OF TWIN
 AF9719'LAKES IN THE SW 1/4 SECTION 6, T101N, R21W, ON TH 69 RIGHT OF WAY. THE
 AF9719'MARK IS 1.65 MILES (2.66 KM) NE ALONG TH 69 FROM THE JCT OF TH 69, CO
 AF9719'RD 71, AND CO RD 16 AT TWIN LAKES, AT MILEPOINT 7.6, 101.5 FT (30.9 M)
 AF9719'WEST OF AND ABOUT 2.0 FT (0.6 M) HIGHER THAN THE CENTERLINE OF TH 69,
 AF9719'88.5 FT (27.0 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.2 FT (0.7
 AF9719'M) EAST OF A P-POLE, 1.2 FT (0.4 M) SOUTH OF A STEEL WIT POST, AND
 AF9719'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9720 ***********************************************************************
 AF9720  DESIGNATION -  2406 K
 AF9720  PID         -  AF9720
 AF9720  STATE/COUNTY-  MN/FREEBORN
 AF9720  COUNTRY     -  US
 AF9720  USGS QUAD   -  EMMONS (1982)
 AF9720
 AF9720                         *CURRENT SURVEY CONTROL
 AF9720  ______________________________________________________________________
 AF9720* NAD 83(1986) POSITION- 43 34 06.     (N) 093 24 34.     (W)   SCALED    
 AF9720* NAVD 88 ORTHO HEIGHT -   388.202  (meters)    1273.63  (feet) ADJUSTED  
 AF9720  ______________________________________________________________________
 AF9720  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 AF9720  DYNAMIC HEIGHT  -        388.099 (meters)     1273.29  (feet) COMP
 AF9720  MODELED GRAVITY -    980,344.5   (mgal)                       NAVD 88
 AF9720
 AF9720  VERT ORDER      -  SECOND    CLASS I
 AF9720
 AF9720.The horizontal coordinates were scaled from a topographic map and have
 AF9720.an estimated accuracy of +/- 6 seconds.
 AF9720.
 AF9720.The orthometric height was determined by differential leveling and
 AF9720.adjusted in November 1998.
 AF9720
 AF9720.The dynamic height is computed by dividing the NAVD 88
 AF9720.geopotential number by the normal gravity value computed on the
 AF9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9720.degrees latitude (g = 980.6199 gals.).
 AF9720
 AF9720.The modeled gravity was interpolated from observed gravity values.
 AF9720
 AF9720;                    North         East    Units  Estimated Accuracy
 AF9720;SPC MN S     -   163,320.      847,710.      MT  (+/- 180 meters Scaled)
 AF9720
 AF9720                          SUPERSEDED SURVEY CONTROL
 AF9720
 AF9720.No superseded survey control is available for this station.
 AF9720
 AF9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ669240(NAD 83)
 AF9720
 AF9720_MARKER: DV = VERTICAL CONTROL DISK
 AF9720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9720_STAMPING: 2406 K 1991
 AF9720_MARK LOGO: MNDT  
 AF9720_PROJECTION: FLUSH
 AF9720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9720+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9720_ROD/PIPE-DEPTH:  4.6 meters
 AF9720
 AF9720  HISTORY     - Date     Condition        Report By
 AF9720  HISTORY     - 1991     MONUMENTED       MNDT
 AF9720
 AF9720                          STATION DESCRIPTION
 AF9720
 AF9720'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9720'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) NE OF THE CITY OF TWIN
 AF9720'LAKES IN THE NE 1/4 SECTION 12, T101N, R22W.  THE MARK IS 0.75 MILE
 AF9720'(1.21 KM) NE ALONG TH 69 FROM THE JCT OF TH 69, CO RD 71, AND CO RD 16
 AF9720'AT TWIN LAKES, AT MILEPOINT 6.9, 200.0 FT (61.0 M) EAST OF AND ABOUT
 AF9720'LEVEL WITH THE CENTERLINE OF TH 69, 30.0 FT (9.1 M) NORTH OF THE
 AF9720'CENTER OF A GRAVEL ROAD, 2.3 FT (0.7 M) WEST OF A P-POLE, 1.3 FT (0.4
 AF9720'M) SOUTH OF A STEEL WIT POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9721 ***********************************************************************
 AF9721  DESIGNATION -  2406 L
 AF9721  PID         -  AF9721
 AF9721  STATE/COUNTY-  MN/FREEBORN
 AF9721  COUNTRY     -  US
 AF9721  USGS QUAD   -  EMMONS (1982)
 AF9721
 AF9721                         *CURRENT SURVEY CONTROL
 AF9721  ______________________________________________________________________
 AF9721* NAD 83(1986) POSITION- 43 33 47.     (N) 093 25 13.     (W)   SCALED    
 AF9721* NAVD 88 ORTHO HEIGHT -   389.077  (meters)    1276.50  (feet) ADJUSTED  
 AF9721  ______________________________________________________________________
 AF9721  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 AF9721  DYNAMIC HEIGHT  -        388.973 (meters)     1276.16  (feet) COMP
 AF9721  MODELED GRAVITY -    980,342.5   (mgal)                       NAVD 88
 AF9721
 AF9721  VERT ORDER      -  SECOND    CLASS I
 AF9721
 AF9721.The horizontal coordinates were scaled from a topographic map and have
 AF9721.an estimated accuracy of +/- 6 seconds.
 AF9721.
 AF9721.The orthometric height was determined by differential leveling and
 AF9721.adjusted in November 1998.
 AF9721
 AF9721.The dynamic height is computed by dividing the NAVD 88
 AF9721.geopotential number by the normal gravity value computed on the
 AF9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9721.degrees latitude (g = 980.6199 gals.).
 AF9721
 AF9721.The modeled gravity was interpolated from observed gravity values.
 AF9721
 AF9721;                    North         East    Units  Estimated Accuracy
 AF9721;SPC MN S     -   162,730.      846,840.      MT  (+/- 180 meters Scaled)
 AF9721
 AF9721                          SUPERSEDED SURVEY CONTROL
 AF9721
 AF9721.No superseded survey control is available for this station.
 AF9721
 AF9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ660234(NAD 83)
 AF9721
 AF9721_MARKER: DV = VERTICAL CONTROL DISK
 AF9721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9721_STAMPING: 2406 L 1991
 AF9721_MARK LOGO: MNDT  
 AF9721_PROJECTION: RECESSED 8 CENTIMETERS
 AF9721_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9721+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9721_ROD/PIPE-DEPTH:  3.0 meters
 AF9721
 AF9721  HISTORY     - Date     Condition        Report By
 AF9721  HISTORY     - 1991     MONUMENTED       MNDT
 AF9721
 AF9721                          STATION DESCRIPTION
 AF9721
 AF9721'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9721'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) ENE OF THE CITY OF TWIN
 AF9721'LAKES IN THE SW 1/4 SECTION 12, T101N, R22W, ON TH 69 RIGHT OF WAY.
 AF9721'THE MARK IS 0.25 MILE (0.40 KM) ENE ALONG TH 69 FROM THE JCT OF TH 69,
 AF9721'CO RD 71, AND CO RD 16 AT TWIN LAKES, AT MILEPOINT 6.2, 76.5 FT (23.3
 AF9721'M) NNW OF AND ABOUT LEVEL WITH THE CENTERLINE OF TH 69, 121.0 FT (36.9
 AF9721'M) EAST OF THE CENTER OF TRAILER COURT ENTRANCE, 28.3 FT (8.6 M) ENE
 AF9721'OF CABLE BOX N2-1L, 2.2 FT (0.7 M) EAST OF A P-POLE, 2.4 FT (0.7 M)
 AF9721'ENE OF A STEEL WIT POST, AND 0.3 FT (9.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9722 ***********************************************************************
 AF9722  DESIGNATION -  2406 M
 AF9722  PID         -  AF9722
 AF9722  STATE/COUNTY-  MN/FREEBORN
 AF9722  COUNTRY     -  US
 AF9722  USGS QUAD   -  EMMONS (1982)
 AF9722
 AF9722                         *CURRENT SURVEY CONTROL
 AF9722  ______________________________________________________________________
 AF9722* NAD 83(1986) POSITION- 43 33 39.     (N) 093 25 27.     (W)   SCALED    
 AF9722* NAVD 88 ORTHO HEIGHT -   392.123  (meters)    1286.49  (feet) ADJUSTED  
 AF9722  ______________________________________________________________________
 AF9722  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 AF9722  DYNAMIC HEIGHT  -        392.018 (meters)     1286.15  (feet) COMP
 AF9722  MODELED GRAVITY -    980,341.8   (mgal)                       NAVD 88
 AF9722
 AF9722  VERT ORDER      -  SECOND    CLASS I
 AF9722
 AF9722.The horizontal coordinates were scaled from a topographic map and have
 AF9722.an estimated accuracy of +/- 6 seconds.
 AF9722.
 AF9722.The orthometric height was determined by differential leveling and
 AF9722.adjusted in November 1998.
 AF9722
 AF9722.The dynamic height is computed by dividing the NAVD 88
 AF9722.geopotential number by the normal gravity value computed on the
 AF9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9722.degrees latitude (g = 980.6199 gals.).
 AF9722
 AF9722.The modeled gravity was interpolated from observed gravity values.
 AF9722
 AF9722;                    North         East    Units  Estimated Accuracy
 AF9722;SPC MN S     -   162,480.      846,530.      MT  (+/- 180 meters Scaled)
 AF9722
 AF9722                          SUPERSEDED SURVEY CONTROL
 AF9722
 AF9722.No superseded survey control is available for this station.
 AF9722
 AF9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ657231(NAD 83)
 AF9722
 AF9722_MARKER: DV = VERTICAL CONTROL DISK
 AF9722_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF9722+WITH SETTING: PAVEMENT
 AF9722_SP_SET: WATER TANK LEG BASE
 AF9722_STAMPING: 2406 M 1991
 AF9722_MARK LOGO: MNDT  
 AF9722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9722+STABILITY: SURFACE MOTION
 AF9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9722+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9722
 AF9722  HISTORY     - Date     Condition        Report By
 AF9722  HISTORY     - 1991     MONUMENTED       MNDT
 AF9722
 AF9722                          STATION DESCRIPTION
 AF9722
 AF9722'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9722'THE MARK IS LOCATED IN THE CITY OF TWIN LAKES IN THE SW 1/4 SECTION
 AF9722'12, T101N, R22W, IN CONCRETE BASE OF WATER TANK LEG, 160.0 FT (48.8 M)
 AF9722'EAST OF THE CENTERLINE OF CO RD 16, 24.7 FT (7.5 M) SE OF SE CORNER OF
 AF9722'GARAGE, 17.0 FT (5.2 M) NORTH OF THE CENTER OF A DRIVEWAY, 26.3 FT
 AF9722'(8.0 M) NNW OF A P-POLE, BASE OF SW LEG OF WATER TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9723 ***********************************************************************
 AF9723  DESIGNATION -  2406 N
 AF9723  PID         -  AF9723
 AF9723  STATE/COUNTY-  MN/FREEBORN
 AF9723  COUNTRY     -  US
 AF9723  USGS QUAD   -  EMMONS (1982)
 AF9723
 AF9723                         *CURRENT SURVEY CONTROL
 AF9723  ______________________________________________________________________
 AF9723* NAD 83(1986) POSITION- 43 33 33.     (N) 093 26 19.     (W)   SCALED    
 AF9723* NAVD 88 ORTHO HEIGHT -   387.300  (meters)    1270.67  (feet) ADJUSTED  
 AF9723  ______________________________________________________________________
 AF9723  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 AF9723  DYNAMIC HEIGHT  -        387.196 (meters)     1270.33  (feet) COMP
 AF9723  MODELED GRAVITY -    980,340.2   (mgal)                       NAVD 88
 AF9723
 AF9723  VERT ORDER      -  SECOND    CLASS I
 AF9723
 AF9723.The horizontal coordinates were scaled from a topographic map and have
 AF9723.an estimated accuracy of +/- 6 seconds.
 AF9723.
 AF9723.The orthometric height was determined by differential leveling and
 AF9723.adjusted in November 1998.
 AF9723
 AF9723.The dynamic height is computed by dividing the NAVD 88
 AF9723.geopotential number by the normal gravity value computed on the
 AF9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9723.degrees latitude (g = 980.6199 gals.).
 AF9723
 AF9723.The modeled gravity was interpolated from observed gravity values.
 AF9723
 AF9723;                    North         East    Units  Estimated Accuracy
 AF9723;SPC MN S     -   162,290.      845,360.      MT  (+/- 180 meters Scaled)
 AF9723
 AF9723                          SUPERSEDED SURVEY CONTROL
 AF9723
 AF9723.No superseded survey control is available for this station.
 AF9723
 AF9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ645230(NAD 83)
 AF9723
 AF9723_MARKER: DV = VERTICAL CONTROL DISK
 AF9723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9723_STAMPING: 2406 N 1991
 AF9723_MARK LOGO: MNDT  
 AF9723_PROJECTION: FLUSH
 AF9723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9723+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9723_ROD/PIPE-DEPTH:  4.6 meters
 AF9723
 AF9723  HISTORY     - Date     Condition        Report By
 AF9723  HISTORY     - 1991     MONUMENTED       MNDT
 AF9723
 AF9723                          STATION DESCRIPTION
 AF9723
 AF9723'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9723'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) WSW OF THE CITY OF TWIN
 AF9723'LAKES IN THE SE 1/4 SECTION 11, T101N, R22W, ON TH 69 RIGHT OF WAY.
 AF9723'THE MARK IS 0.75 MILE (1.21 KM) WSW ALONG TH 69 FROM THE JCT OF TH 69,
 AF9723'CO RD 71, AND CO RD 16 AT TWIN LAKES, AT MILEPOINT 5.25, 108.0 FT
 AF9723'(32.9 M) NNW OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 AF9723'TH 69, 34.8 FT (10.6 M) NORTH OF A STEEL RIGHT OF WAY POST, 2.2 FT
 AF9723'(0.7 M) SOUTH OF A STEEL RIGHT OF WAY POST, 2.8 FT (0.9 M) SSE OF A
 AF9723'STEEL WIT POST, AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9724 ***********************************************************************
 AF9724  DESIGNATION -  2406 P
 AF9724  PID         -  AF9724
 AF9724  STATE/COUNTY-  MN/FREEBORN
 AF9724  COUNTRY     -  US
 AF9724  USGS QUAD   -  EMMONS (1982)
 AF9724
 AF9724                         *CURRENT SURVEY CONTROL
 AF9724  ______________________________________________________________________
 AF9724* NAD 83(1986) POSITION- 43 33 20.     (N) 093 27 05.     (W)   SCALED    
 AF9724* NAVD 88 ORTHO HEIGHT -   385.601  (meters)    1265.09  (feet) ADJUSTED  
 AF9724  ______________________________________________________________________
 AF9724  GEOID HEIGHT    -        -29.43  (meters)                     GEOID09
 AF9724  DYNAMIC HEIGHT  -        385.496 (meters)     1264.75  (feet) COMP
 AF9724  MODELED GRAVITY -    980,338.8   (mgal)                       NAVD 88
 AF9724
 AF9724  VERT ORDER      -  SECOND    CLASS I
 AF9724
 AF9724.The horizontal coordinates were scaled from a topographic map and have
 AF9724.an estimated accuracy of +/- 6 seconds.
 AF9724.
 AF9724.The orthometric height was determined by differential leveling and
 AF9724.adjusted in November 1998.
 AF9724
 AF9724.The dynamic height is computed by dividing the NAVD 88
 AF9724.geopotential number by the normal gravity value computed on the
 AF9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9724.degrees latitude (g = 980.6199 gals.).
 AF9724
 AF9724.The modeled gravity was interpolated from observed gravity values.
 AF9724
 AF9724;                    North         East    Units  Estimated Accuracy
 AF9724;SPC MN S     -   161,880.      844,330.      MT  (+/- 180 meters Scaled)
 AF9724
 AF9724                          SUPERSEDED SURVEY CONTROL
 AF9724
 AF9724.No superseded survey control is available for this station.
 AF9724
 AF9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ635226(NAD 83)
 AF9724
 AF9724_MARKER: DV = VERTICAL CONTROL DISK
 AF9724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9724_STAMPING: 2406 P 1991
 AF9724_MARK LOGO: MNDT  
 AF9724_PROJECTION: RECESSED 3 CENTIMETERS
 AF9724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9724+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9724_ROD/PIPE-DEPTH:  4.6 meters
 AF9724
 AF9724  HISTORY     - Date     Condition        Report By
 AF9724  HISTORY     - 1991     MONUMENTED       MNDT
 AF9724
 AF9724                          STATION DESCRIPTION
 AF9724
 AF9724'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9724'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) WSW OF THE CITY OF TWIN
 AF9724'LAKES IN THE NE 1/4 SECTION 15, T101N, R22W, ON TH 69 RIGHT OF WAY.
 AF9724'THE MARK IS 1.45 MILES (2.33 KM) WSW ALONG TH 69 FROM THE JCT OF TH
 AF9724'69, CO RD 71, AND CO RD 16 AT TWIN LAKES, AT MILEPOINT 4.5, 81.5 FT
 AF9724'(24.8 M) SSE OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF
 AF9724'TH 69, 1.7 FT (0.5 M) WSW OF A STEEL RIGHT OF WAY POST, 1.4 FT (0.4 M)
 AF9724'NE OF A STEEL WIT POST, AND 0.1 FT (3.0 CM) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9725 ***********************************************************************
 AF9725  DESIGNATION -  2406 Q
 AF9725  PID         -  AF9725
 AF9725  STATE/COUNTY-  MN/FREEBORN
 AF9725  COUNTRY     -  US
 AF9725  USGS QUAD   -  EMMONS (1982)
 AF9725
 AF9725                         *CURRENT SURVEY CONTROL
 AF9725  ______________________________________________________________________
 AF9725* NAD 83(1986) POSITION- 43 32 49.     (N) 093 27 37.     (W)   SCALED    
 AF9725* NAVD 88 ORTHO HEIGHT -   390.702  (meters)    1281.83  (feet) ADJUSTED  
 AF9725  ______________________________________________________________________
 AF9725  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 AF9725  DYNAMIC HEIGHT  -        390.596 (meters)     1281.48  (feet) COMP
 AF9725  MODELED GRAVITY -    980,337.1   (mgal)                       NAVD 88
 AF9725
 AF9725  VERT ORDER      -  SECOND    CLASS I
 AF9725
 AF9725.The horizontal coordinates were scaled from a topographic map and have
 AF9725.an estimated accuracy of +/- 6 seconds.
 AF9725.
 AF9725.The orthometric height was determined by differential leveling and
 AF9725.adjusted in November 1998.
 AF9725
 AF9725.The dynamic height is computed by dividing the NAVD 88
 AF9725.geopotential number by the normal gravity value computed on the
 AF9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9725.degrees latitude (g = 980.6199 gals.).
 AF9725
 AF9725.The modeled gravity was interpolated from observed gravity values.
 AF9725
 AF9725;                    North         East    Units  Estimated Accuracy
 AF9725;SPC MN S     -   160,920.      843,620.      MT  (+/- 180 meters Scaled)
 AF9725
 AF9725                          SUPERSEDED SURVEY CONTROL
 AF9725
 AF9725.No superseded survey control is available for this station.
 AF9725
 AF9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ628216(NAD 83)
 AF9725
 AF9725_MARKER: DV = VERTICAL CONTROL DISK
 AF9725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9725_STAMPING: 2406 Q 1991
 AF9725_MARK LOGO: MNDT  
 AF9725_PROJECTION: FLUSH
 AF9725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9725+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9725_ROD/PIPE-DEPTH:  6.1 meters
 AF9725
 AF9725  HISTORY     - Date     Condition        Report By
 AF9725  HISTORY     - 1991     MONUMENTED       MNDT
 AF9725
 AF9725                          STATION DESCRIPTION
 AF9725
 AF9725'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9725'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) WSW OF THE CITY OF TWIN
 AF9725'LAKES IN THE SW 1/4 SECTION 15, T101N, R22W, ON TH 69 RIGHT OF WAY.
 AF9725'THE MARK IS 2.2 MILES (3.5 KM) WSW ALONG TH 69 FROM THE JCT OF TH 69,
 AF9725'CO RD 71, AND CO RD 16 AT TWIN LAKES, AT MILEPOINT 3.8, 168.5 FT (51.4
 AF9725'M) NW OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF TH 69,
 AF9725'9.8 FT (3.0 M) SOUTH OF A STEEL RIGHT OF WAY POST,4.5 FT SSE OF A
 AF9725'CABLE JCT BOX, 2.0 FT (0.6 M) ESE OF A STEEL WIT POST, AND FLUSH WITH
 AF9725'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9726 ***********************************************************************
 AF9726  DESIGNATION -  2406 R
 AF9726  PID         -  AF9726
 AF9726  STATE/COUNTY-  MN/FREEBORN
 AF9726  COUNTRY     -  US
 AF9726  USGS QUAD   -  EMMONS (1982)
 AF9726
 AF9726                         *CURRENT SURVEY CONTROL
 AF9726  ______________________________________________________________________
 AF9726* NAD 83(1986) POSITION- 43 32 10.     (N) 093 27 44.     (W)   SCALED    
 AF9726* NAVD 88 ORTHO HEIGHT -   390.446  (meters)    1280.99  (feet) ADJUSTED  
 AF9726  ______________________________________________________________________
 AF9726  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 AF9726  DYNAMIC HEIGHT  -        390.340 (meters)     1280.64  (feet) COMP
 AF9726  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 AF9726
 AF9726  VERT ORDER      -  SECOND    CLASS I
 AF9726
 AF9726.The horizontal coordinates were scaled from a topographic map and have
 AF9726.an estimated accuracy of +/- 6 seconds.
 AF9726.
 AF9726.The orthometric height was determined by differential leveling and
 AF9726.adjusted in November 1998.
 AF9726
 AF9726.The dynamic height is computed by dividing the NAVD 88
 AF9726.geopotential number by the normal gravity value computed on the
 AF9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9726.degrees latitude (g = 980.6199 gals.).
 AF9726
 AF9726.The modeled gravity was interpolated from observed gravity values.
 AF9726
 AF9726;                    North         East    Units  Estimated Accuracy
 AF9726;SPC MN S     -   159,710.      843,470.      MT  (+/- 180 meters Scaled)
 AF9726
 AF9726                          SUPERSEDED SURVEY CONTROL
 AF9726
 AF9726.No superseded survey control is available for this station.
 AF9726
 AF9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ626204(NAD 83)
 AF9726
 AF9726_MARKER: DV = VERTICAL CONTROL DISK
 AF9726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9726_STAMPING: 2406 R 1991
 AF9726_MARK LOGO: MNDT  
 AF9726_PROJECTION: FLUSH
 AF9726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9726+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9726_ROD/PIPE-DEPTH:  7.6 meters
 AF9726
 AF9726  HISTORY     - Date     Condition        Report By
 AF9726  HISTORY     - 1991     MONUMENTED       MNDT
 AF9726
 AF9726                          STATION DESCRIPTION
 AF9726
 AF9726'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9726'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) NE OF THE CITY OF EMMONS
 AF9726'IN THE NW 1/4 SECTION 22, T101N, R22W, ON TH 69 RIGHT OF WAY.  THE
 AF9726'MARK IS 2.85 MILES (4.59 KM) NE ALONG TH 69 FROM THE JCT OF TH 69 AND
 AF9726'CO RD 14 NORTH AT EMMONS, AT MILEPOINT 3.05, 93.5 FT (28.5 M) ESE OF
 AF9726'AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF TH 69, 61.5 FT
 AF9726'(18.7 M) NORTH OF THE CENTER OF ENTRANCE, 2.3 FT (0.7 M) NORTH OF A
 AF9726'STEEL WIT POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9727 ***********************************************************************
 AF9727  DESIGNATION -  2406 S
 AF9727  PID         -  AF9727
 AF9727  STATE/COUNTY-  MN/FREEBORN
 AF9727  COUNTRY     -  US
 AF9727  USGS QUAD   -  EMMONS (1982)
 AF9727
 AF9727                         *CURRENT SURVEY CONTROL
 AF9727  ______________________________________________________________________
 AF9727* NAD 83(1986) POSITION- 43 31 05.     (N) 093 28 43.     (W)   SCALED    
 AF9727* NAVD 88 ORTHO HEIGHT -   388.908  (meters)    1275.94  (feet) ADJUSTED  
 AF9727  ______________________________________________________________________
 AF9727  GEOID HEIGHT    -        -29.47  (meters)                     GEOID09
 AF9727  DYNAMIC HEIGHT  -        388.801 (meters)     1275.59  (feet) COMP
 AF9727  MODELED GRAVITY -    980,332.6   (mgal)                       NAVD 88
 AF9727
 AF9727  VERT ORDER      -  SECOND    CLASS I
 AF9727
 AF9727.The horizontal coordinates were scaled from a topographic map and have
 AF9727.an estimated accuracy of +/- 6 seconds.
 AF9727.
 AF9727.The orthometric height was determined by differential leveling and
 AF9727.adjusted in November 1998.
 AF9727
 AF9727.The dynamic height is computed by dividing the NAVD 88
 AF9727.geopotential number by the normal gravity value computed on the
 AF9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9727.degrees latitude (g = 980.6199 gals.).
 AF9727
 AF9727.The modeled gravity was interpolated from observed gravity values.
 AF9727
 AF9727;                    North         East    Units  Estimated Accuracy
 AF9727;SPC MN S     -   157,700.      842,160.      MT  (+/- 180 meters Scaled)
 AF9727
 AF9727                          SUPERSEDED SURVEY CONTROL
 AF9727
 AF9727.No superseded survey control is available for this station.
 AF9727
 AF9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ613184(NAD 83)
 AF9727
 AF9727_MARKER: DV = VERTICAL CONTROL DISK
 AF9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9727_STAMPING: 2406 S 1991
 AF9727_MARK LOGO: MNDT  
 AF9727_PROJECTION: FLUSH
 AF9727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9727+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9727_ROD/PIPE-DEPTH:  7.6 meters
 AF9727
 AF9727  HISTORY     - Date     Condition        Report By
 AF9727  HISTORY     - 1991     MONUMENTED       MNDT
 AF9727  HISTORY     - 20110427 GOOD             DUCKS
 AF9727
 AF9727                          STATION DESCRIPTION
 AF9727
 AF9727'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9727'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) NORTH OF THE CITY OF
 AF9727'EMMONS IN THE SW 1/4 SECTION 28, T101N, R22W, ON GOLF COURSE PROPERTY.
 AF9727'THE MARK IS 1.3 MILES (2.1 KM) NE ALONG TH 69 FROM THE JCT OF TH 69
 AF9727'AND CO RD 14 NORTH AT EMMONS, AT MILEPOINT 1.55, 173.0 FT (52.7 M) SE
 AF9727'OF AND ABOUT 3.0 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH 69, 12.0
 AF9727'FT (3.7 M) NORTH OF THE CENTER OF ENTRANCE, 1.2 FT (0.4 M) WEST OF THE
 AF9727'NORTH GATE POST, 1.2 FT (0.4 M) NORTH OF A STEEL WIT POST, AND FLUSH
 AF9727'WITH THE GROUND.
 AF9727
 AF9727                          STATION RECOVERY (2011)
 AF9727
 AF9727'RECOVERY NOTE BY DUCKS UNLIMITED 2011 (GLJ)
 AF9727'THERE IS A SLIGHT TREE CANOPY OVER THE POINT MAKING GPS A LITTLE TOUGH
 AF9727'BUT STILL POSSIBLE WITH GLONASS OK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9728 ***********************************************************************
 AF9728  DESIGNATION -  2406 T
 AF9728  PID         -  AF9728
 AF9728  STATE/COUNTY-  MN/FREEBORN
 AF9728  COUNTRY     -  US
 AF9728  USGS QUAD   -  EMMONS (1982)
 AF9728
 AF9728                         *CURRENT SURVEY CONTROL
 AF9728  ______________________________________________________________________
 AF9728* NAD 83(1986) POSITION- 43 30 34.     (N) 093 29 06.     (W)   SCALED    
 AF9728* NAVD 88 ORTHO HEIGHT -   395.740  (meters)    1298.36  (feet) ADJUSTED  
 AF9728  ______________________________________________________________________
 AF9728  GEOID HEIGHT    -        -29.48  (meters)                     GEOID09
 AF9728  DYNAMIC HEIGHT  -        395.631 (meters)     1298.00  (feet) COMP
 AF9728  MODELED GRAVITY -    980,331.3   (mgal)                       NAVD 88
 AF9728
 AF9728  VERT ORDER      -  SECOND    CLASS I
 AF9728
 AF9728.The horizontal coordinates were scaled from a topographic map and have
 AF9728.an estimated accuracy of +/- 6 seconds.
 AF9728.
 AF9728.The orthometric height was determined by differential leveling and
 AF9728.adjusted in November 1998.
 AF9728
 AF9728.The dynamic height is computed by dividing the NAVD 88
 AF9728.geopotential number by the normal gravity value computed on the
 AF9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9728.degrees latitude (g = 980.6199 gals.).
 AF9728
 AF9728.The modeled gravity was interpolated from observed gravity values.
 AF9728
 AF9728;                    North         East    Units  Estimated Accuracy
 AF9728;SPC MN S     -   156,740.      841,650.      MT  (+/- 180 meters Scaled)
 AF9728
 AF9728                          SUPERSEDED SURVEY CONTROL
 AF9728
 AF9728.No superseded survey control is available for this station.
 AF9728
 AF9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ607175(NAD 83)
 AF9728
 AF9728_MARKER: DV = VERTICAL CONTROL DISK
 AF9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9728_STAMPING: 2406 T 1991
 AF9728_MARK LOGO: MNDT  
 AF9728_PROJECTION: FLUSH
 AF9728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9728+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9728_ROD/PIPE-DEPTH:  7.6 meters
 AF9728
 AF9728  HISTORY     - Date     Condition        Report By
 AF9728  HISTORY     - 1991     MONUMENTED       MNDT
 AF9728
 AF9728                          STATION DESCRIPTION
 AF9728
 AF9728'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9728'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) NORTH OF THE CITY OF
 AF9728'EMMONS IN THE NW 1/4 SECTION 33, T101N, R22W, ON TH 69 RIGHT OF WAY.
 AF9728'THE MARK IS 0.6 MILE (1.0 KM) NE ALONG TH 69 FROM THE JCT OF TH 69 AND
 AF9728'CO RD 14 NORTH AT EMMONS, AT MILEPOINT O.8, 104.0 FT (31.7 M) EAST OF
 AF9728'AND ABOUT 3.0 FT (0.9 M) LOWER THAN THE CENTERLINE OF TH 69, 100.2 FT
 AF9728'(30.5 M) NNE OF A 18 INCH TWIN OAK TREE, 2.9 FT (0.9 M) EAST OF A
 AF9728'STEEL WIT POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9729 ***********************************************************************
 AF9729  DESIGNATION -  2406 U
 AF9729  PID         -  AF9729
 AF9729  STATE/COUNTY-  MN/FREEBORN
 AF9729  COUNTRY     -  US
 AF9729  USGS QUAD   -  EMMONS (1982)
 AF9729
 AF9729                         *CURRENT SURVEY CONTROL
 AF9729  ______________________________________________________________________
 AF9729* NAD 83(1986) POSITION- 43 30 07.     (N) 093 29 22.     (W)   SCALED    
 AF9729* NAVD 88 ORTHO HEIGHT -   392.244  (meters)    1286.89  (feet) ADJUSTED  
 AF9729  ______________________________________________________________________
 AF9729  GEOID HEIGHT    -        -29.49  (meters)                     GEOID09
 AF9729  DYNAMIC HEIGHT  -        392.135 (meters)     1286.53  (feet) COMP
 AF9729  MODELED GRAVITY -    980,330.2   (mgal)                       NAVD 88
 AF9729
 AF9729  VERT ORDER      -  SECOND    CLASS I
 AF9729
 AF9729.The horizontal coordinates were scaled from a topographic map and have
 AF9729.an estimated accuracy of +/- 6 seconds.
 AF9729.
 AF9729.The orthometric height was determined by differential leveling and
 AF9729.adjusted in November 1998.
 AF9729
 AF9729.The dynamic height is computed by dividing the NAVD 88
 AF9729.geopotential number by the normal gravity value computed on the
 AF9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9729.degrees latitude (g = 980.6199 gals.).
 AF9729
 AF9729.The modeled gravity was interpolated from observed gravity values.
 AF9729
 AF9729;                    North         East    Units  Estimated Accuracy
 AF9729;SPC MN S     -   155,900.      841,290.      MT  (+/- 180 meters Scaled)
 AF9729
 AF9729                          SUPERSEDED SURVEY CONTROL
 AF9729
 AF9729.No superseded survey control is available for this station.
 AF9729
 AF9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ604166(NAD 83)
 AF9729
 AF9729_MARKER: DV = VERTICAL CONTROL DISK
 AF9729_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF9729+WITH SETTING: PAVEMENT
 AF9729_SP_SET: WATER TANK LEG BASE
 AF9729_STAMPING: 2406 U 1991
 AF9729_MARK LOGO: MNDT  
 AF9729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9729+STABILITY: SURFACE MOTION
 AF9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9729+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9729
 AF9729  HISTORY     - Date     Condition        Report By
 AF9729  HISTORY     - 1991     MONUMENTED       MNDT
 AF9729
 AF9729                          STATION DESCRIPTION
 AF9729
 AF9729'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9729'THE MARK IS LOCATED IN THE CITY OF EMMONS IN THE SW 1/4 SECTION 32,
 AF9729'T101N, R22W, IN CONCRETE BASE OF WATER TANK LEG, AT MILEPOINT 0.25,
 AF9729'149.5 FT (45.6 M) WEST OF THE CENTERLINE OF CO RD 14, 59.0 FT (18.0 M)
 AF9729'NORTH OF THE CENTERLINE OF MCKINLEY ST, 21.0 FT (6.4 M) EAST OF THE
 AF9729'CENTER OF AN ALLEY, 35.7 FT (10.9 M) WNW OF A TRANSFORMER POLE, BASE
 AF9729'OF SW LEG OF WATER TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9731 ***********************************************************************
 AF9731  DESIGNATION -  2406 V
 AF9731  PID         -  AF9731
 AF9731  STATE/COUNTY-  MN/FREEBORN
 AF9731  COUNTRY     -  US
 AF9731  USGS QUAD   -  BRISTOL (1972)
 AF9731
 AF9731                         *CURRENT SURVEY CONTROL
 AF9731  ______________________________________________________________________
 AF9731* NAD 83(1986) POSITION- 43 29 58.     (N) 093 28 23.     (W)   SCALED    
 AF9731* NAVD 88 ORTHO HEIGHT -   388.659  (meters)    1275.13  (feet) ADJUSTED  
 AF9731  ______________________________________________________________________
 AF9731  GEOID HEIGHT    -        -29.48  (meters)                     GEOID09
 AF9731  DYNAMIC HEIGHT  -        388.551 (meters)     1274.77  (feet) COMP
 AF9731  MODELED GRAVITY -    980,330.4   (mgal)                       NAVD 88
 AF9731
 AF9731  VERT ORDER      -  SECOND    CLASS I
 AF9731
 AF9731.The horizontal coordinates were scaled from a topographic map and have
 AF9731.an estimated accuracy of +/- 6 seconds.
 AF9731.
 AF9731.The orthometric height was determined by differential leveling and
 AF9731.adjusted in November 1998.
 AF9731
 AF9731.The dynamic height is computed by dividing the NAVD 88
 AF9731.geopotential number by the normal gravity value computed on the
 AF9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9731.degrees latitude (g = 980.6199 gals.).
 AF9731
 AF9731.The modeled gravity was interpolated from observed gravity values.
 AF9731
 AF9731;                    North         East    Units  Estimated Accuracy
 AF9731;SPC MN S     -   155,630.      842,620.      MT  (+/- 180 meters Scaled)
 AF9731
 AF9731                          SUPERSEDED SURVEY CONTROL
 AF9731
 AF9731.No superseded survey control is available for this station.
 AF9731
 AF9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ617163(NAD 83)
 AF9731
 AF9731_MARKER: DV = VERTICAL CONTROL DISK
 AF9731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9731_STAMPING: 2406 V 1991
 AF9731_MARK LOGO: MNDT  
 AF9731_PROJECTION: FLUSH
 AF9731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9731+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9731_ROD/PIPE-DEPTH:  9.1 meters
 AF9731
 AF9731  HISTORY     - Date     Condition        Report By
 AF9731  HISTORY     - 1991     MONUMENTED       MNDT
 AF9731
 AF9731                          STATION DESCRIPTION
 AF9731
 AF9731'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9731'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) EAST OF THE CITY OF
 AF9731'EMMONS IN THE SE 1/4 SECTION 33, T101N, R22W, ON CO RD 76 RIGHT OF
 AF9731'WAY.  THE MARK IS 0.85 MILE (1.37 KM) EAST ALONG CO RD 76 FROM THE JCT
 AF9731'OF MAIN ST AND LAKE ST IN EMMONS, 52.0 FT (15.8 M) NORTH OF AND ABOUT
 AF9731'1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF CO RD 76, 43.0 FT (13.1 M)
 AF9731'WEST OF THE CENTER OF WEST ENTRANCE OF PUBLIC ACCESS, 115.7 FT (35.3
 AF9731'M) WSW OF A CABLE MARKER POST, 2.0 FT (0.6 M) WEST OF A STEEL WIT
 AF9731'POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9734 ***********************************************************************
 AF9734  DESIGNATION -  2406 W
 AF9734  PID         -  AF9734
 AF9734  STATE/COUNTY-  MN/FREEBORN
 AF9734  COUNTRY     -  US
 AF9734  USGS QUAD   -  BRISTOL (1972)
 AF9734
 AF9734                         *CURRENT SURVEY CONTROL
 AF9734  ______________________________________________________________________
 AF9734* NAD 83(1986) POSITION- 43 29 58.     (N) 093 25 45.     (W)   SCALED    
 AF9734* NAVD 88 ORTHO HEIGHT -   393.690  (meters)    1291.63  (feet) ADJUSTED  
 AF9734  ______________________________________________________________________
 AF9734  GEOID HEIGHT    -        -29.43  (meters)                     GEOID09
 AF9734  DYNAMIC HEIGHT  -        393.582 (meters)     1291.28  (feet) COMP
 AF9734  MODELED GRAVITY -    980,333.5   (mgal)                       NAVD 88
 AF9734
 AF9734  VERT ORDER      -  SECOND    CLASS I
 AF9734
 AF9734.The horizontal coordinates were scaled from a topographic map and have
 AF9734.an estimated accuracy of +/- 6 seconds.
 AF9734.
 AF9734.The orthometric height was determined by differential leveling and
 AF9734.adjusted in November 1998.
 AF9734
 AF9734.The dynamic height is computed by dividing the NAVD 88
 AF9734.geopotential number by the normal gravity value computed on the
 AF9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9734.degrees latitude (g = 980.6199 gals.).
 AF9734
 AF9734.The modeled gravity was interpolated from observed gravity values.
 AF9734
 AF9734;                    North         East    Units  Estimated Accuracy
 AF9734;SPC MN S     -   155,660.      846,170.      MT  (+/- 180 meters Scaled)
 AF9734
 AF9734                          SUPERSEDED SURVEY CONTROL
 AF9734
 AF9734.No superseded survey control is available for this station.
 AF9734
 AF9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ653163(NAD 83)
 AF9734
 AF9734_MARKER: DV = VERTICAL CONTROL DISK
 AF9734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9734_STAMPING: 2406 W 1991
 AF9734_MARK LOGO: MNDT  
 AF9734_PROJECTION: FLUSH
 AF9734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9734+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9734_ROD/PIPE-DEPTH:  7.6 meters
 AF9734
 AF9734  HISTORY     - Date     Condition        Report By
 AF9734  HISTORY     - 1991     MONUMENTED       MNDT
 AF9734
 AF9734                          STATION DESCRIPTION
 AF9734
 AF9734'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9734'THE MARK IS LOCATED ABOUT 3.0 MILES (4.8 KM) EAST OF THE CITY OF
 AF9734'EMMONS IN THE SE 1/4 SECTION 34, T101N, R22W, ON CO RD 76 RIGHT OF
 AF9734'WAY.  THE MARK IS 3.1 MILES (5.0 KM) EAST ALONG CO RD 76 FROM THE JCT
 AF9734'OF MAIN ST AND LAKE ST IN EMMONS, 34.5 FT (10.5 M) SOUTH OF AND ABOUT
 AF9734'2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF CO RD 76, 19.0 FT (5.8 M)
 AF9734'WEST OF CENTER OF ENTRANCE AND EXTENDED CO RD 16, 58.8 FT (17.9 M)
 AF9734'WEST OF A P-POLE, 2.0 FT (0.6 M) NW OF A P-POLE, 1.5 FT (0.5 M) NORTH
 AF9734'OF A STEEL WIT POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9735 ***********************************************************************
 AF9735  DESIGNATION -  2406 X
 AF9735  PID         -  AF9735
 AF9735  STATE/COUNTY-  MN/FREEBORN
 AF9735  COUNTRY     -  US
 AF9735  USGS QUAD   -  BRISTOL (1972)
 AF9735
 AF9735                         *CURRENT SURVEY CONTROL
 AF9735  ______________________________________________________________________
 AF9735* NAD 83(1986) POSITION- 43 29 59.     (N) 093 24 33.     (W)   SCALED    
 AF9735* NAVD 88 ORTHO HEIGHT -   390.364  (meters)    1280.72  (feet) ADJUSTED  
 AF9735  ______________________________________________________________________
 AF9735  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 AF9735  DYNAMIC HEIGHT  -        390.257 (meters)     1280.37  (feet) COMP
 AF9735  MODELED GRAVITY -    980,335.6   (mgal)                       NAVD 88
 AF9735
 AF9735  VERT ORDER      -  SECOND    CLASS I
 AF9735
 AF9735.The horizontal coordinates were scaled from a topographic map and have
 AF9735.an estimated accuracy of +/- 6 seconds.
 AF9735.
 AF9735.The orthometric height was determined by differential leveling and
 AF9735.adjusted in November 1998.
 AF9735
 AF9735.The dynamic height is computed by dividing the NAVD 88
 AF9735.geopotential number by the normal gravity value computed on the
 AF9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9735.degrees latitude (g = 980.6199 gals.).
 AF9735
 AF9735.The modeled gravity was interpolated from observed gravity values.
 AF9735
 AF9735;                    North         East    Units  Estimated Accuracy
 AF9735;SPC MN S     -   155,700.      847,790.      MT  (+/- 180 meters Scaled)
 AF9735
 AF9735                          SUPERSEDED SURVEY CONTROL
 AF9735
 AF9735.No superseded survey control is available for this station.
 AF9735
 AF9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ669163(NAD 83)
 AF9735
 AF9735_MARKER: DV = VERTICAL CONTROL DISK
 AF9735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9735_STAMPING: 2406 X 1991
 AF9735_MARK LOGO: MNDT  
 AF9735_PROJECTION: FLUSH
 AF9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9735+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9735_ROD/PIPE-DEPTH: 10.7 meters
 AF9735
 AF9735  HISTORY     - Date     Condition        Report By
 AF9735  HISTORY     - 1991     MONUMENTED       MNDT
 AF9735
 AF9735                          STATION DESCRIPTION
 AF9735
 AF9735'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9735'THE MARK IS LOCATED ABOUT 4.0 MILES (6.4 KM) EAST OF THE CITY OF
 AF9735'EMMONS IN THE SW 1/4 SECTION 31, T101N, R21W, ON CO RD 76 RIGHT OF
 AF9735'WAY.  THE MARK IS 4.1 MILES (6.6 KM) EAST ALONG CO RD 76 FROM THE JCT
 AF9735'OF MAIN ST AND LAKE ST IN EMMONS, 77.0 FT (23.5 M) NORTH OF AND ABOUT
 AF9735'3.0 FT (0.9 M) LOWER THAN THE CENTERLINE OF CO RD 76, 126.6 FT (38.6
 AF9735'M) NW OF A P-POLE, 1.5 FT (0.5 M) SOUTH OF A STEEL WIT POST, AND FLUSH
 AF9735'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9736 ***********************************************************************
 AF9736  DESIGNATION -  2406 Y
 AF9736  PID         -  AF9736
 AF9736  STATE/COUNTY-  MN/FREEBORN
 AF9736  COUNTRY     -  US
 AF9736  USGS QUAD   -  BRISTOL (1972)
 AF9736
 AF9736                         *CURRENT SURVEY CONTROL
 AF9736  ______________________________________________________________________
 AF9736* NAD 83(1986) POSITION- 43 29 59.     (N) 093 23 21.     (W)   SCALED    
 AF9736* NAVD 88 ORTHO HEIGHT -   387.233  (meters)    1270.45  (feet) ADJUSTED  
 AF9736  ______________________________________________________________________
 AF9736  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 AF9736  DYNAMIC HEIGHT  -        387.128 (meters)     1270.10  (feet) COMP
 AF9736  MODELED GRAVITY -    980,338.2   (mgal)                       NAVD 88
 AF9736
 AF9736  VERT ORDER      -  SECOND    CLASS I
 AF9736
 AF9736.The horizontal coordinates were scaled from a topographic map and have
 AF9736.an estimated accuracy of +/- 6 seconds.
 AF9736.
 AF9736.The orthometric height was determined by differential leveling and
 AF9736.adjusted in November 1998.
 AF9736
 AF9736.The dynamic height is computed by dividing the NAVD 88
 AF9736.geopotential number by the normal gravity value computed on the
 AF9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9736.degrees latitude (g = 980.6199 gals.).
 AF9736
 AF9736.The modeled gravity was interpolated from observed gravity values.
 AF9736
 AF9736;                    North         East    Units  Estimated Accuracy
 AF9736;SPC MN S     -   155,710.      849,410.      MT  (+/- 180 meters Scaled)
 AF9736
 AF9736                          SUPERSEDED SURVEY CONTROL
 AF9736
 AF9736.No superseded survey control is available for this station.
 AF9736
 AF9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ685163(NAD 83)
 AF9736
 AF9736_MARKER: DV = VERTICAL CONTROL DISK
 AF9736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AF9736_STAMPING: 2406 Y 1991
 AF9736_MARK LOGO: MNDT  
 AF9736_PROJECTION: FLUSH
 AF9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9736+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AF9736_ROD/PIPE-DEPTH:  9.1 meters
 AF9736
 AF9736  HISTORY     - Date     Condition        Report By
 AF9736  HISTORY     - 1991     MONUMENTED       MNDT
 AF9736
 AF9736                          STATION DESCRIPTION
 AF9736
 AF9736'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AF9736'THE MARK IS LOCATED ABOUT 5.0 MILES (8.0 KM) EAST OF THE CITY OF
 AF9736'EMMONS IN THE SW 1/4 SECTION 32, T101N, R21W, ON CO RD 76 RIGHT OF
 AF9736'WAY.  THE MARK IS 5.1 MILES (8.2 KM) EAST ALONG CO RD 76 FROM THE JCT
 AF9736'OF MAIN ST AND LAKE ST IN EMMONS, 81.5 FT (24.8 M) NORTH OF AND ABOUT
 AF9736'1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF CO RD 76, 10.0 FT (3.0 M)
 AF9736'WEST OF THE CENTER OF ENTRANCE EXTENDED, 1.2 FT (0.4 M) SOUTH OF A
 AF9736'STEEL WIT POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0718 ***********************************************************************
 OO0718  DESIGNATION -  2407 A
 OO0718  PID         -  OO0718
 OO0718  STATE/COUNTY-  MN/FREEBORN
 OO0718  COUNTRY     -  US
 OO0718  USGS QUAD   -  WELLS (1982)
 OO0718
 OO0718                         *CURRENT SURVEY CONTROL
 OO0718  ______________________________________________________________________
 OO0718* NAD 83(2007) POSITION- 43 42 03.85348(N) 093 38 46.27862(W)   ADJUSTED  
 OO0718* NAD 83(2007) ELLIP HT-   334.295 (meters)        (02/10/07)   ADJUSTED
 OO0718* NAD 83(2007) EPOCH   -  2002.00
 OO0718* NAVD 88 ORTHO HEIGHT -   363.654  (meters)    1193.09  (feet) ADJUSTED  
 OO0718  ______________________________________________________________________
 OO0718  NAD 83(2007) X  -   -293,728.230 (meters)                     COMP
 OO0718  NAD 83(2007) Y  - -4,609,378.601 (meters)                     COMP
 OO0718  NAD 83(2007) Z  -  4,384,370.442 (meters)                     COMP
 OO0718  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC09
 OO0718  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO0718  DYNAMIC HEIGHT  -        363.563 (meters)     1192.79  (feet) COMP
 OO0718  MODELED GRAVITY -    980,360.5   (mgal)                       NAVD 88
 OO0718
 OO0718  VERT ORDER      -  SECOND    CLASS I
 OO0718
 OO0718  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0718  Type                                         Horiz  Ellip  Dist(km)
 OO0718  -------------------------------------------------------------------
 OO0718  NETWORK                                       0.54   0.69
 OO0718  -------------------------------------------------------------------
 OO0718  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.44   0.47      2.76
 OO0718  -------------------------------------------------------------------
 OO0718  NOTE: Click here for information on individual local accuracy
 OO0718  values and other accuracy information.
 OO0718
 OO0718
 OO0718.The horizontal coordinates were established by GPS observations
 OO0718.and adjusted by the National Geodetic Survey in February 2007.
 OO0718
 OO0718.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0718.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0718
 OO0718.The horizontal coordinates are valid at the epoch date displayed above
 OO0718.which is a decimal equivalence of Year/Month/Day.
 OO0718
 OO0718.The orthometric height was determined by differential leveling and
 OO0718.adjusted in June 1991.
 OO0718
 OO0718.Photographs are available for this station.
 OO0718
 OO0718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0718
 OO0718.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0718
 OO0718.The ellipsoidal height was determined by GPS observations
 OO0718.and is referenced to NAD 83.
 OO0718
 OO0718.The dynamic height is computed by dividing the NAVD 88
 OO0718.geopotential number by the normal gravity value computed on the
 OO0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0718.degrees latitude (g = 980.6199 gals.).
 OO0718
 OO0718.The modeled gravity was interpolated from observed gravity values.
 OO0718
 OO0718. The following values were computed from the NAD 83(2007) position.
 OO0718
 OO0718;                    North         East     Units Scale Factor Converg.
 OO0718;SPC MN S     -   177,960.307   828,520.411   MT  1.00001884   +0 14 52.8
 OO0718;SPC MN S     -   583,858.11  2,718,237.38   sFT  1.00001884   +0 14 52.8
 OO0718;UTM  15      - 4,838,875.119   447,932.955   MT  0.99963334   -0 26 47.3
 OO0718
 OO0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0718!SPC MN S     -   0.99994758  x   1.00001884  =   0.99996642
 OO0718!UTM  15      -   0.99994758  x   0.99963334  =   0.99958094
 OO0718
 OO0718                          SUPERSEDED SURVEY CONTROL
 OO0718
 OO0718  NAD 83(1996)-  43 42 03.85259(N)    093 38 46.27762(W) AD(       ) 1
 OO0718  ELLIP H (03/16/99)  334.349  (m)                       GP(       ) 4 1
 OO0718  NAD 83(1986)-  43 42 03.83679(N)    093 38 46.27426(W) AD(       ) 1
 OO0718  NAVD 88 (08/15/96)  363.65   (m)         1193.1    (f) LEVELING    3  
 OO0718
 OO0718.Superseded values are not recommended for survey control.
 OO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0718.See file dsdata.txt to determine how the superseded data were derived.
 OO0718
 OO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4793238875(NAD 83)
 OO0718
 OO0718_MARKER: DB = BENCH MARK DISK
 OO0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0718_SP_SET: CONCRETE POST
 OO0718_STAMPING: 1192.92 2407 A 1947
 OO0718_MARK LOGO: MNHD  
 OO0718_PROJECTION: FLUSH
 OO0718_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0718+STABILITY: SURFACE MOTION
 OO0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0718+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2008
 OO0718
 OO0718  HISTORY     - Date     Condition        Report By
 OO0718  HISTORY     - 1947     MONUMENTED       MNHD
 OO0718  HISTORY     - 1967     GOOD             MNDT
 OO0718  HISTORY     - 1980     GOOD             MNDT
 OO0718  HISTORY     - 19940413 GOOD             MNDT
 OO0718  HISTORY     - 20080312 GOOD             MNDT
 OO0718
 OO0718                          STATION DESCRIPTION
 OO0718
 OO0718'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0718'3.8 MI NW FROM ALDEN.
 OO0718'MARK IS LOCATED IN THE NW 1/4, SECTION 30, T 103N, R23 W ABOUT 3.8
 OO0718'MILES NORTHWEST OF ALDEN ALONG T.H. 109.  MARK IS A STANDARD MINNESOTA
 OO0718'HIGHWAY DEPARTMENT DISK, STAMPED 2407 A 1947, SET IN A PRE-CAST
 OO0718'CONCRETE MONUMENT.  MARK IS 73 FEET SOUTH OF THE CENTERLINE OF T.H.
 OO0718'109, 25 FEET EAST OF THE CENTERLINE OF FARM ENTRANCE, 49 FEET NORTH OF
 OO0718'NORTH RAIL, 1.0 FOOT NORTH OF STEEL WITNESS POST AND FLUSH WITH
 OO0718'GROUND.
 OO0718
 OO0718                          STATION RECOVERY (1980)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0718'THE MARK IS LOCATED 4.4 MILES NORTH AND NORTHWEST ALONG TRUNK HIGHWAY
 OO0718'109 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT ALDEN AND IS NEAR
 OO0718'HIGHWAY 109 MILE POINT 28.2 IN THE NW 1/4 OF SECTION 30, T103N, R23W.
 OO0718'THE MARK IS 108 FEET NORTHEAST OF A POWER POLE WITH A GUY WIRE AND
 OO0718'PEDESTAL NUMBER 510-11-1, 73.4 FEET SOUTHWEST OF AND 3 FEET LOWER
 OO0718'THAN THE CENTERLINE OF HIGHWAY 109, 48.3 FEET NORTHEAST OF THE
 OO0718'NORTHEAST RAIL OF THE RAILROAD AND 0.6 FOOT NORTH OF A STEEL WITNESS
 OO0718'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2407 A
 OO0718'1947---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH
 OO0718'WITH THE GROUND.
 OO0718
 OO0718                          STATION RECOVERY (1994)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO0718'RECOVERED IN GOOD CONDITION, A NEW DESCRIPTION FOLLOWS, 3.8 MI (6.1
 OO0718'KM) NW OF ALDEN, 5.3 MI (8.5 KM) SE ALONG TH 109 FROM JCT OF TH 109
 OO0718'AND TH 22 IN WELLS, AT TH 109 MP 28.15, 25 FT (7.6 M) EAST OF FARM
 OO0718'ENT, 49 FT (14.9 M) NORTH OF NORTH RAIL OF RR TRACKS, 0.5 FT (15.2 CM)
 OO0718'NORTH OF WIT POST
 OO0718
 OO0718                          STATION RECOVERY (2008)
 OO0718
 OO0718'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0718'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF FREEBORN, 5.2
 OO0718'MI (8.4 KM) SOUTHEAST OF WELLS AND 4.1 MI (6.6 KM) WEST-NORTHWEST OF
 OO0718'ALDEN.
 OO0718' 
 OO0718'TO REACH TO THE MARK GO 3.8 MI (6.1 KM) NORTHWEST OF ALDEN, 73 FT
 OO0718'(22.3 M) SOUTH OF TRUNK HIGHWAY 109, AT TRUNK HIGHWAY 109 MILE POINT
 OO0718'28.15, 25 FT (7.6 M) SOUTHEAST OF FARM ENTRANCE NUMBER 6117/6119, 49
 OO0718'FT (14.9 M) NORTHEAST OF NORTH RAIL OF RAILROAD, 0.5 FT (0.2 M)
 OO0718'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1385 ***********************************************************************
 OO1385  DESIGNATION -  2407 C
 OO1385  PID         -  OO1385
 OO1385  STATE/COUNTY-  MN/FREEBORN
 OO1385  COUNTRY     -  US
 OO1385  USGS QUAD   -  ALDEN (1982)
 OO1385
 OO1385                         *CURRENT SURVEY CONTROL
 OO1385  ______________________________________________________________________
 OO1385* NAD 83(2007) POSITION- 43 40 49.27108(N) 093 36 12.52418(W)   ADJUSTED  
 OO1385* NAD 83(2007) ELLIP HT-   343.799 (meters)        (02/10/07)   ADJUSTED
 OO1385* NAD 83(2007) EPOCH   -  2002.00
 OO1385* NAVD 88 ORTHO HEIGHT -   373.182  (meters)    1224.35  (feet) ADJUSTED  
 OO1385  ______________________________________________________________________
 OO1385  NAD 83(2007) X  -   -290,392.586 (meters)                     COMP
 OO1385  NAD 83(2007) Y  - -4,611,190.092 (meters)                     COMP
 OO1385  NAD 83(2007) Z  -  4,382,712.517 (meters)                     COMP
 OO1385  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC09
 OO1385  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 OO1385  DYNAMIC HEIGHT  -        373.087 (meters)     1224.04  (feet) COMP
 OO1385  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 OO1385
 OO1385  VERT ORDER      -  SECOND    CLASS I
 OO1385
 OO1385  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1385  Type                                         Horiz  Ellip  Dist(km)
 OO1385  -------------------------------------------------------------------
 OO1385  NETWORK                                       0.41   0.53
 OO1385  -------------------------------------------------------------------
 OO1385  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.28   0.37      2.43
 OO1385  -------------------------------------------------------------------
 OO1385  NOTE: Click here for information on individual local accuracy
 OO1385  values and other accuracy information.
 OO1385
 OO1385
 OO1385.The horizontal coordinates were established by GPS observations
 OO1385.and adjusted by the National Geodetic Survey in February 2007.
 OO1385
 OO1385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1385.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1385
 OO1385.The horizontal coordinates are valid at the epoch date displayed above
 OO1385.which is a decimal equivalence of Year/Month/Day.
 OO1385
 OO1385.The orthometric height was determined by differential leveling and
 OO1385.adjusted in June 1991.
 OO1385
 OO1385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1385
 OO1385.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1385
 OO1385.The ellipsoidal height was determined by GPS observations
 OO1385.and is referenced to NAD 83.
 OO1385
 OO1385.The dynamic height is computed by dividing the NAVD 88
 OO1385.geopotential number by the normal gravity value computed on the
 OO1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1385.degrees latitude (g = 980.6199 gals.).
 OO1385
 OO1385.The modeled gravity was interpolated from observed gravity values.
 OO1385
 OO1385. The following values were computed from the NAD 83(2007) position.
 OO1385
 OO1385;                    North         East     Units Scale Factor Converg.
 OO1385;SPC MN S     -   175,674.261   831,974.330   MT  1.00002390   +0 16 40.6
 OO1385;SPC MN S     -   576,357.97  2,729,569.11   sFT  1.00002390   +0 16 40.6
 OO1385;UTM  15      - 4,836,548.280   451,357.570   MT  0.99962910   -0 25 00.4
 OO1385
 OO1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1385!SPC MN S     -   0.99994609  x   1.00002390  =   0.99996999
 OO1385!UTM  15      -   0.99994609  x   0.99962910  =   0.99957521
 OO1385
 OO1385:                Primary Azimuth Mark                     Grid Az
 OO1385:SPC MN S     -  2407 G                                   305 17 10.9
 OO1385:UTM  15      -  2407 G                                   305 58 51.9
 OO1385
 OO1385|---------------------------------------------------------------------|
 OO1385| PID    Reference Object                     Distance      Geod. Az  |
 OO1385|                                                           dddmmss.s |
 OO1385| OO1386 2407 G                              APPROX. 1.4 KM 3053351.5 |
 OO1385|---------------------------------------------------------------------|
 OO1385
 OO1385                          SUPERSEDED SURVEY CONTROL
 OO1385
 OO1385  NAD 83(1996)-  43 40 49.27019(N)    093 36 12.52312(W) AD(       ) 1
 OO1385  ELLIP H (03/16/99)  343.862  (m)                       GP(       ) 4 1
 OO1385  NAD 83(1986)-  43 40 49.25479(N)    093 36 12.51974(W) AD(       ) 1
 OO1385  NAVD 88 (08/15/96)  373.18   (m)         1224.3    (f) LEVELING    3  
 OO1385
 OO1385.Superseded values are not recommended for survey control.
 OO1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1385.See file dsdata.txt to determine how the superseded data were derived.
 OO1385
 OO1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5135736548(NAD 83)
 OO1385
 OO1385_MARKER: DB = BENCH MARK DISK
 OO1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1385_SP_SET: CONCRETE
 OO1385_STAMPING: 2407 C 1947 1224.11
 OO1385_MARK LOGO: MNDT  
 OO1385_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OO1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1385+STABILITY: SURFACE MOTION
 OO1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1385+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1994
 OO1385
 OO1385  HISTORY     - Date     Condition        Report By
 OO1385  HISTORY     - 1947     MONUMENTED       MNDT
 OO1385  HISTORY     - 1980     GOOD             MNDT
 OO1385  HISTORY     - 19940413 GOOD             MNDT
 OO1385
 OO1385                          STATION DESCRIPTION
 OO1385
 OO1385'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1385'1.5 MI NW FROM ALDEN.
 OO1385'THE MARK IS LOCATED 2 MILES NORTH AND NORTHWEST ALONG TRUNK HIGHWAY
 OO1385'109 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT ALDEN AND IS NEAR
 OO1385'HIGHWAY 109 MILE POINT 30.8 IN THE SW 1/4 OF SECTION 33, T103N, R23W.
 OO1385'THE MARK IS 153 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 109, 115
 OO1385'FEET WEST OF A POWER POLE ON A NORTH-SOUTH LINE, 57 FEET WEST OF THE
 OO1385'CENTER OF A TOWNSHIP ROAD AT A CURVE, 48.8 FEET NORTHEAST OF AND 4
 OO1385'FEET LOWER THAN THE NORTHEAST RAIL OF THE RAILROAD AND 0.6 FOOT
 OO1385'NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 OO1385'MARK DISK STAMPED---2407 C 1947 1224.11---, IS SET IN THE TOP OF A
 OO1385'MAGNETIC CONCRETE POST THAT PROJECTS 4 INCHES ABOVE GROUND LEVEL.
 OO1385
 OO1385                          STATION RECOVERY (1994)
 OO1385
 OO1385'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1385'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1387 ***********************************************************************
 OO1387  DESIGNATION -  2407 F
 OO1387  PID         -  OO1387
 OO1387  STATE/COUNTY-  MN/FREEBORN
 OO1387  COUNTRY     -  US
 OO1387  USGS QUAD   -  WELLS (1982)
 OO1387
 OO1387                         *CURRENT SURVEY CONTROL
 OO1387  ______________________________________________________________________
 OO1387* NAD 83(1986) POSITION- 43 41 36.     (N) 093 37 43.     (W)   SCALED    
 OO1387* NAVD 88 ORTHO HEIGHT -   361.939  (meters)    1187.46  (feet) ADJUSTED  
 OO1387  ______________________________________________________________________
 OO1387  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 OO1387  DYNAMIC HEIGHT  -        361.849 (meters)     1187.17  (feet) COMP
 OO1387  MODELED GRAVITY -    980,358.4   (mgal)                       NAVD 88
 OO1387
 OO1387  VERT ORDER      -  SECOND    CLASS I
 OO1387
 OO1387.The horizontal coordinates were scaled from a topographic map and have
 OO1387.an estimated accuracy of +/- 6 seconds.
 OO1387.
 OO1387.The orthometric height was determined by differential leveling and
 OO1387.adjusted in June 1991.
 OO1387
 OO1387.The dynamic height is computed by dividing the NAVD 88
 OO1387.geopotential number by the normal gravity value computed on the
 OO1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1387.degrees latitude (g = 980.6199 gals.).
 OO1387
 OO1387.The modeled gravity was interpolated from observed gravity values.
 OO1387
 OO1387;                    North         East    Units  Estimated Accuracy
 OO1387;SPC MN S     -   177,110.      829,940.      MT  (+/- 180 meters Scaled)
 OO1387
 OO1387                          SUPERSEDED SURVEY CONTROL
 OO1387
 OO1387.No superseded survey control is available for this station.
 OO1387
 OO1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ493380(NAD 83)
 OO1387
 OO1387_MARKER: DB = BENCH MARK DISK
 OO1387_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO1387_SP_SET: HEADWALL OF BOX CULVERT
 OO1387_STAMPING: 2407 F 1980
 OO1387_MARK LOGO: MNDT  
 OO1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1387+STABILITY: SURFACE MOTION
 OO1387
 OO1387  HISTORY     - Date     Condition        Report By
 OO1387  HISTORY     - 1980     MONUMENTED       MNDT
 OO1387
 OO1387                          STATION DESCRIPTION
 OO1387
 OO1387'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1387'3.1 MI NW FROM ALDEN.
 OO1387'THE MARK IS LOCATED 3.5 MILES NORTH AND NORTHWEST ALONG TRUNK HIGHWAY
 OO1387'109 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT ALDEN AND IS NEAR
 OO1387'HIGHWAY 109 MILE POINT 29.1 IN THE SE 1/4 OF SECTION 30, T103N, R23W.
 OO1387'THE MARK IS 37.9 FEET SOUTHWEST OF AND 6 FEET LOWER THAN THE
 OO1387'CENTERLINE OF HIGHWAY 109 IN THE SOUTHEAST END OF THE SOUTHWEST
 OO1387'HEADWALL OF A 10 FOOT WIDE BY 8 FOOT DEEP BOX CULVERT AT A DITCH.
 OO1387'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2207 F
 OO1387'1980---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1386 ***********************************************************************
 OO1386  DESIGNATION -  2407 G
 OO1386  PID         -  OO1386
 OO1386  STATE/COUNTY-  MN/FREEBORN
 OO1386  COUNTRY     -  US
 OO1386  USGS QUAD   -  ALDEN (1982)
 OO1386
 OO1386                         *CURRENT SURVEY CONTROL
 OO1386  ______________________________________________________________________
 OO1386* NAD 83(2007) POSITION- 43 41 15.26485(N) 093 37 02.62963(W)   ADJUSTED  
 OO1386* NAD 83(2007) ELLIP HT-   339.723 (meters)        (02/10/07)   ADJUSTED
 OO1386* NAD 83(2007) EPOCH   -  2002.00
 OO1386* NAVD 88 ORTHO HEIGHT -   369.106  (meters)    1210.98  (feet) ADJUSTED  
 OO1386  ______________________________________________________________________
 OO1386  NAD 83(2007) X  -   -291,477.572 (meters)                     COMP
 OO1386  NAD 83(2007) Y  - -4,610,563.455 (meters)                     COMP
 OO1386  NAD 83(2007) Z  -  4,383,289.882 (meters)                     COMP
 OO1386  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC09
 OO1386  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 OO1386  DYNAMIC HEIGHT  -        369.013 (meters)     1210.67  (feet) COMP
 OO1386  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 OO1386
 OO1386  VERT ORDER      -  SECOND    CLASS I
 OO1386
 OO1386  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1386  Type                                         Horiz  Ellip  Dist(km)
 OO1386  -------------------------------------------------------------------
 OO1386  NETWORK                                       0.41   0.51
 OO1386  -------------------------------------------------------------------
 OO1386  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.33   0.43      3.43
 OO1386  -------------------------------------------------------------------
 OO1386  NOTE: Click here for information on individual local accuracy
 OO1386  values and other accuracy information.
 OO1386
 OO1386
 OO1386.The horizontal coordinates were established by GPS observations
 OO1386.and adjusted by the National Geodetic Survey in February 2007.
 OO1386
 OO1386.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1386.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1386
 OO1386.The horizontal coordinates are valid at the epoch date displayed above
 OO1386.which is a decimal equivalence of Year/Month/Day.
 OO1386
 OO1386.The orthometric height was determined by differential leveling and
 OO1386.adjusted in June 1991.
 OO1386
 OO1386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1386
 OO1386.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1386
 OO1386.The ellipsoidal height was determined by GPS observations
 OO1386.and is referenced to NAD 83.
 OO1386
 OO1386.The dynamic height is computed by dividing the NAVD 88
 OO1386.geopotential number by the normal gravity value computed on the
 OO1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1386.degrees latitude (g = 980.6199 gals.).
 OO1386
 OO1386.The modeled gravity was interpolated from observed gravity values.
 OO1386
 OO1386. The following values were computed from the NAD 83(2007) position.
 OO1386
 OO1386;                    North         East     Units Scale Factor Converg.
 OO1386;SPC MN S     -   176,471.163   830,848.260   MT  1.00002212   +0 16 05.4
 OO1386;SPC MN S     -   578,972.47  2,725,874.67   sFT  1.00002212   +0 16 05.4
 OO1386;UTM  15      - 4,837,358.457   450,241.685   MT  0.99963045   -0 25 35.3
 OO1386
 OO1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1386!SPC MN S     -   0.99994673  x   1.00002212  =   0.99996885
 OO1386!UTM  15      -   0.99994673  x   0.99963045  =   0.99957720
 OO1386
 OO1386:                Primary Azimuth Mark                     Grid Az
 OO1386:SPC MN S     -  2407 C                                   125 17 11.5
 OO1386:UTM  15      -  2407 C                                   125 58 52.2
 OO1386
 OO1386|---------------------------------------------------------------------|
 OO1386| PID    Reference Object                     Distance      Geod. Az  |
 OO1386|                                                           dddmmss.s |
 OO1386| OO1385 2407 C                              APPROX. 1.4 KM 1253316.9 |
 OO1386|---------------------------------------------------------------------|
 OO1386
 OO1386                          SUPERSEDED SURVEY CONTROL
 OO1386
 OO1386  NAD 83(1996)-  43 41 15.26395(N)    093 37 02.62858(W) AD(       ) 1
 OO1386  ELLIP H (03/16/99)  339.785  (m)                       GP(       ) 4 1
 OO1386  NAD 83(1986)-  43 41 15.24851(N)    093 37 02.62520(W) AD(       ) 1
 OO1386  NAVD 88 (08/15/96)  369.11   (m)         1211.0    (f) LEVELING    3  
 OO1386
 OO1386.Superseded values are not recommended for survey control.
 OO1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1386.See file dsdata.txt to determine how the superseded data were derived.
 OO1386
 OO1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5024137358(NAD 83)
 OO1386
 OO1386_MARKER: DB = BENCH MARK DISK
 OO1386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1386_SP_SET: COPPER-CLAD STEEL ROD
 OO1386_STAMPING: 2407 G 1980
 OO1386_MARK LOGO: MNDT  
 OO1386_PROJECTION: FLUSH
 OO1386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1386+STABILITY: SURFACE MOTION
 OO1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1386+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1994
 OO1386_ROD/PIPE-DEPTH:  7.3 meters
 OO1386
 OO1386  HISTORY     - Date     Condition        Report By
 OO1386  HISTORY     - 1980     MONUMENTED       MNDT
 OO1386  HISTORY     - 19940413 GOOD             MNDT
 OO1386
 OO1386                          STATION DESCRIPTION
 OO1386
 OO1386'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1386'2.4 MI NW FROM ALDEN.
 OO1386'THE MARK IS LOCATED 2.8 MILES NORTH AND NORTHWEST ALONG TRUNK HIGHWAY
 OO1386'109 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT ALDEN AND IS NEAR
 OO1386'HIGHWAY 109 MILE POINT 29.9 IN THE NE 1/4 OF SECTION 32, T103N, R23W.
 OO1386'THE MARK IS 171.2 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 109,
 OO1386'106.6 FEET SOUTH-SOUTHEAST OF A POWER POLE, 72 FEET EAST OF THE
 OO1386'CENTER OF A DRIVEWAY, 65.2 FEET SOUTHEAST OF BURIED CABLE MARKER
 OO1386'NUMBER 506, 45.3 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE SOUTHWEST
 OO1386'RAIL OF THE RAILROAD, 1.1 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE
 OO1386'AND 0.5 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 OO1386'MNHD VERTICAL CONTROL MARK DISK STAMPED---2407 G 1980---, IS CRIMPED
 OO1386'TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL
 OO1386'ROD THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 OO1386
 OO1386                          STATION RECOVERY (1994)
 OO1386
 OO1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1386'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1383 ***********************************************************************
 OO1383  DESIGNATION -  2407 H
 OO1383  PID         -  OO1383
 OO1383  STATE/COUNTY-  MN/FREEBORN
 OO1383  COUNTRY     -  US
 OO1383  USGS QUAD   -  ALDEN (1982)
 OO1383
 OO1383                         *CURRENT SURVEY CONTROL
 OO1383  ______________________________________________________________________
 OO1383* NAD 83(1986) POSITION- 43 40 45.     (N) 093 35 01.     (W)   SCALED    
 OO1383* NAVD 88 ORTHO HEIGHT -   385.293  (meters)    1264.08  (feet) ADJUSTED  
 OO1383  ______________________________________________________________________
 OO1383  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1383  DYNAMIC HEIGHT  -        385.195 (meters)     1263.76  (feet) COMP
 OO1383  MODELED GRAVITY -    980,353.8   (mgal)                       NAVD 88
 OO1383
 OO1383  VERT ORDER      -  SECOND    CLASS I
 OO1383
 OO1383.The horizontal coordinates were scaled from a topographic map and have
 OO1383.an estimated accuracy of +/- 6 seconds.
 OO1383.
 OO1383.The orthometric height was determined by differential leveling and
 OO1383.adjusted in June 1991.
 OO1383
 OO1383.The dynamic height is computed by dividing the NAVD 88
 OO1383.geopotential number by the normal gravity value computed on the
 OO1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1383.degrees latitude (g = 980.6199 gals.).
 OO1383
 OO1383.The modeled gravity was interpolated from observed gravity values.
 OO1383
 OO1383;                    North         East    Units  Estimated Accuracy
 OO1383;SPC MN S     -   175,550.      833,580.      MT  (+/- 180 meters Scaled)
 OO1383
 OO1383                          SUPERSEDED SURVEY CONTROL
 OO1383
 OO1383.No superseded survey control is available for this station.
 OO1383
 OO1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ529364(NAD 83)
 OO1383
 OO1383_MARKER: DB = BENCH MARK DISK
 OO1383_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1383_SP_SET: COPPER-CLAD STEEL ROD
 OO1383_STAMPING: 2407 H 1980
 OO1383_MARK LOGO: MNDT  
 OO1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1383
 OO1383  HISTORY     - Date     Condition        Report By
 OO1383  HISTORY     - 1980     MONUMENTED       MNDT
 OO1383
 OO1383                          STATION DESCRIPTION
 OO1383
 OO1383'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1383'0.7 MI NW FROM ALDEN.
 OO1383'THE MARK IS LOCATED 1 MILE NORTHERLY ALONG TRUNK HIGHWAY 109 FROM ITS
 OO1383'JUNCTION WITH INTERSTATE HIGHWAY 90 AT ALDEN, THENCE 0.1 MILE NORTH
 OO1383'ON COUNTY ROAD 6 TO THE SOUTHWEST CORNER OF THE ALDEN CEMETERY IN THE
 OO1383'SW 1/4 OF SECTION 34, T103N, R23W.  THE MARK IS 41.3 FEET NORTH OF A
 OO1383'R/W SIGN POST, 34.7 FEET EAST OF AND LEVEL WITH THE CENTERLINE OF
 OO1383'COUNTY ROAD 6, 32.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OO1383'HANS JACOBSON HEADSTONE, 23.6 FEET WEST OF A CLUMP OF 4-8 INCH TREES,
 OO1383'1.1 FEET SOUTH OF THE SOUTHWEST CORNER GATE POST AND 0.8 FOOT
 OO1383'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1383'VERTICAL CONTROL MARK DISK STAMPED---2407 H 1980---, IS CRIMPED TO
 OO1383'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1383'STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1382 ***********************************************************************
 OO1382  DESIGNATION -  2407 J
 OO1382  PID         -  OO1382
 OO1382  STATE/COUNTY-  MN/FREEBORN
 OO1382  COUNTRY     -  US
 OO1382  USGS QUAD   -  ALDEN (1982)
 OO1382
 OO1382                         *CURRENT SURVEY CONTROL
 OO1382  ______________________________________________________________________
 OO1382* NAD 83(1986) POSITION- 43 40 33.     (N) 093 34 21.     (W)   SCALED    
 OO1382* NAVD 88 ORTHO HEIGHT -   388.692  (meters)    1275.23  (feet) ADJUSTED  
 OO1382  ______________________________________________________________________
 OO1382  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1382  DYNAMIC HEIGHT  -        388.592 (meters)     1274.91  (feet) COMP
 OO1382  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 OO1382
 OO1382  VERT ORDER      -  SECOND    CLASS I
 OO1382
 OO1382.The horizontal coordinates were scaled from a topographic map and have
 OO1382.an estimated accuracy of +/- 6 seconds.
 OO1382.
 OO1382.The orthometric height was determined by differential leveling and
 OO1382.adjusted in June 1991.
 OO1382
 OO1382.The dynamic height is computed by dividing the NAVD 88
 OO1382.geopotential number by the normal gravity value computed on the
 OO1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1382.degrees latitude (g = 980.6199 gals.).
 OO1382
 OO1382.The modeled gravity was interpolated from observed gravity values.
 OO1382
 OO1382;                    North         East    Units  Estimated Accuracy
 OO1382;SPC MN S     -   175,190.      834,480.      MT  (+/- 180 meters Scaled)
 OO1382
 OO1382                          SUPERSEDED SURVEY CONTROL
 OO1382
 OO1382.No superseded survey control is available for this station.
 OO1382
 OO1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ538360(NAD 83)
 OO1382
 OO1382_MARKER: DB = BENCH MARK DISK
 OO1382_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1382+WITH SETTING: PAVEMENT
 OO1382_SP_SET: CONCRETE BASE FOR WATER TANK
 OO1382_STAMPING: 2407 J 1980
 OO1382_MARK LOGO: MNDT  
 OO1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1382+STABILITY: SURFACE MOTION
 OO1382
 OO1382  HISTORY     - Date     Condition        Report By
 OO1382  HISTORY     - 1980     MONUMENTED       MNDT
 OO1382
 OO1382                          STATION DESCRIPTION
 OO1382
 OO1382'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1382'IN ALDEN.
 OO1382'THE MARK IS LOCATED IN ALDEN AT THE CITY WATER TANK.  THE MARK IS 76
 OO1382'FEET EAST OF THE CENTER OF BROADWAY STREET, 71.4 FEET SOUTH OF THE
 OO1382'SOUTHWEST CORNER OF THE 1-STORY BLOCK PUMP HOUSE AND 31 FEET NORTH OF
 OO1382'THE CENTER OF AN ALLEY AND IS IN THE WEST SIDE OF THE CONCRETE BASE
 OO1382'OF THE SOUTHWEST LEG OF THE WATER TANK.  THE MARK, A STANDARD MNHD
 OO1382'VERTICAL CONTROL MARK DISK STAMPED---2407 J 1980---, IS CEMENTED IN A
 OO1382'DRILL HOLE IN THE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0569 ***********************************************************************
 OO0569  DESIGNATION -  2480 1
 OO0569  PID         -  OO0569
 OO0569  STATE/COUNTY-  MN/FREEBORN
 OO0569  COUNTRY     -  US
 OO0569  USGS QUAD   -  ELLENDALE (1967)
 OO0569
 OO0569                         *CURRENT SURVEY CONTROL
 OO0569  ______________________________________________________________________
 OO0569* NAD 83(1986) POSITION- 43 45 33.     (N) 093 19 38.     (W)   SCALED    
 OO0569* NAVD 88 ORTHO HEIGHT -   399.176  (meters)    1309.63  (feet) ADJUSTED  
 OO0569  ______________________________________________________________________
 OO0569  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 OO0569  DYNAMIC HEIGHT  -        399.087 (meters)     1309.34  (feet) COMP
 OO0569  MODELED GRAVITY -    980,385.2   (mgal)                       NAVD 88
 OO0569
 OO0569  VERT ORDER      -  SECOND    CLASS 0
 OO0569
 OO0569.The horizontal coordinates were scaled from a topographic map and have
 OO0569.an estimated accuracy of +/- 6 seconds.
 OO0569.
 OO0569.The orthometric height was determined by differential leveling and
 OO0569.adjusted in June 1991.
 OO0569
 OO0569.The dynamic height is computed by dividing the NAVD 88
 OO0569.geopotential number by the normal gravity value computed on the
 OO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0569.degrees latitude (g = 980.6199 gals.).
 OO0569
 OO0569.The modeled gravity was interpolated from observed gravity values.
 OO0569
 OO0569;                    North         East    Units  Estimated Accuracy
 OO0569;SPC MN S     -   184,580.      854,180.      MT  (+/- 180 meters Scaled)
 OO0569
 OO0569                          SUPERSEDED SURVEY CONTROL
 OO0569
 OO0569  NGVD 29 (??/??/92)  399.161  (m)         1309.58   (f) ADJ UNCH    2 0
 OO0569
 OO0569.Superseded values are not recommended for survey control.
 OO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0569.See file dsdata.txt to determine how the superseded data were derived.
 OO0569
 OO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ736451(NAD 83)
 OO0569
 OO0569_MARKER: X = CHISELED CROSS
 OO0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0569_SP_SET: SIGN BASE
 OO0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0569
 OO0569  HISTORY     - Date     Condition        Report By
 OO0569  HISTORY     - UNK      MONUMENTED       MNDT
 OO0569  HISTORY     - 1969     GOOD             MNDT
 OO0569
 OO0569                          STATION DESCRIPTION
 OO0569
 OO0569'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0569'IN CLARKS GROVE.
 OO0569'MARK IS LOCATED ABOUT 0.4 MILES SOUTHEAST OF THE JUNCTION OF T.H. 65
 OO0569'AND T.H. 261 AT CLARKS GROVE, 0.3 MILES SOUTH OF COUNTY ROAD 31 (MAIN
 OO0569'STREET) 75 FEET WEST OF T.H. 65 CENTERLINE, ON THE WEST BOLT IN THE
 OO0569'BASE OF A MOBIL SIGN AT THE MOBIL GAS STATION.  SW 1/4 SECTION 35, T
 OO0569'104N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0568 ***********************************************************************
 OO0568  DESIGNATION -  2480 2
 OO0568  PID         -  OO0568
 OO0568  STATE/COUNTY-  MN/FREEBORN
 OO0568  COUNTRY     -  US
 OO0568  USGS QUAD   -  ELLENDALE (1967)
 OO0568
 OO0568                         *CURRENT SURVEY CONTROL
 OO0568  ______________________________________________________________________
 OO0568* NAD 83(1986) POSITION- 43 45 50.     (N) 093 19 21.     (W)   SCALED    
 OO0568* NAVD 88 ORTHO HEIGHT -   395.568  (meters)    1297.79  (feet) ADJUSTED  
 OO0568  ______________________________________________________________________
 OO0568  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 OO0568  DYNAMIC HEIGHT  -        395.481 (meters)     1297.51  (feet) COMP
 OO0568  MODELED GRAVITY -    980,386.9   (mgal)                       NAVD 88
 OO0568
 OO0568  VERT ORDER      -  SECOND    CLASS 0
 OO0568
 OO0568.The horizontal coordinates were scaled from a topographic map and have
 OO0568.an estimated accuracy of +/- 6 seconds.
 OO0568.
 OO0568.The orthometric height was determined by differential leveling and
 OO0568.adjusted in June 1991.
 OO0568
 OO0568.The dynamic height is computed by dividing the NAVD 88
 OO0568.geopotential number by the normal gravity value computed on the
 OO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0568.degrees latitude (g = 980.6199 gals.).
 OO0568
 OO0568.The modeled gravity was interpolated from observed gravity values.
 OO0568
 OO0568;                    North         East    Units  Estimated Accuracy
 OO0568;SPC MN S     -   185,100.      854,550.      MT  (+/- 180 meters Scaled)
 OO0568
 OO0568                          SUPERSEDED SURVEY CONTROL
 OO0568
 OO0568  NGVD 29 (??/??/92)  395.555  (m)         1297.75   (f) ADJ UNCH    2 0
 OO0568
 OO0568.Superseded values are not recommended for survey control.
 OO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0568.See file dsdata.txt to determine how the superseded data were derived.
 OO0568
 OO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ740456(NAD 83)
 OO0568
 OO0568_MARKER: X = CHISELED CROSS
 OO0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0568_SP_SET: SIGN BASE
 OO0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0568
 OO0568  HISTORY     - Date     Condition        Report By
 OO0568  HISTORY     - UNK      MONUMENTED       MNDT
 OO0568  HISTORY     - 1969     GOOD             MNDT
 OO0568
 OO0568                          STATION DESCRIPTION
 OO0568
 OO0568'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0568'IN CLARKS GROVE.
 OO0568'MARK IS LOCATED IN CLARKS GROVE AT THE JUNCTION OF T.H. 65 AND T.H.
 OO0568'261, 150 FEET SOUTH OF COUNTY ROAD 31 (MAIN STREET) 60 FEET WEST OF
 OO0568'T.H. 65, ON THE NORTHEAST BOLT IN THE BASE OF A GULF SIGN, IN FRONT OF
 OO0568'A 1 1/2 STORY FRAME BUILDING.  SW 1/4 SECTION 35, T 104N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9886 ***********************************************************************
 DK9886  DESIGNATION -  2480 A 1
 DK9886  PID         -  DK9886
 DK9886  STATE/COUNTY-  MN/FREEBORN
 DK9886  COUNTRY     -  US
 DK9886  USGS QUAD   -  GLENVILLE (1982)
 DK9886
 DK9886                         *CURRENT SURVEY CONTROL
 DK9886  ______________________________________________________________________
 DK9886* NAD 83(1986) POSITION- 43 30 29.5    (N) 093 21 14.9    (W)   HD_HELD2  
 DK9886* NAVD 88 ORTHO HEIGHT -   370.428  (meters)    1215.31  (feet) ADJUSTED  
 DK9886  ______________________________________________________________________
 DK9886  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DK9886  DYNAMIC HEIGHT  -        370.331 (meters)     1214.99  (feet) COMP
 DK9886  MODELED GRAVITY -    980,346.4   (mgal)                       NAVD 88
 DK9886
 DK9886  VERT ORDER      -  SECOND    CLASS I
 DK9886
 DK9886.The horizontal coordinates were scaled from a topographic map and have
 DK9886.an estimated accuracy of +/- 6 seconds.
 DK9886.
 DK9886.The orthometric height was determined by differential leveling and
 DK9886.adjusted in June 2009.
 DK9886
 DK9886.Photographs are available for this station.
 DK9886
 DK9886.The dynamic height is computed by dividing the NAVD 88
 DK9886.geopotential number by the normal gravity value computed on the
 DK9886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9886.degrees latitude (g = 980.6199 gals.).
 DK9886
 DK9886.The modeled gravity was interpolated from observed gravity values.
 DK9886
 DK9886;                    North         East    Units  Estimated Accuracy
 DK9886;SPC MN S     -   156,675.      852,231.      MT  (+/- 10 meters HH2 GPS)
 DK9886
 DK9886                          SUPERSEDED SURVEY CONTROL
 DK9886
 DK9886.No superseded survey control is available for this station.
 DK9886
 DK9886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7137317312(NAD 83)
 DK9886
 DK9886_MARKER: DD = SURVEY DISK
 DK9886_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK9886_SP_SET: CONCRETE PEDESTAL
 DK9886_STAMPING: 2480 A 1 2006
 DK9886_MARK LOGO: MNDT  
 DK9886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK9886+STABILITY: SURFACE MOTION
 DK9886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK9886+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DK9886
 DK9886  HISTORY     - Date     Condition        Report By
 DK9886  HISTORY     - 20060821 MONUMENTED       MNDT
 DK9886
 DK9886                          STATION DESCRIPTION
 DK9886
 DK9886'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9886'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH OF ALBERT LEA, 6.7
 DK9886'MI (10.8 KM) EAST OF EMMONS, 5.8 MI (9.3 KM) SOUTHWEST OF GLENVILLE
 DK9886'AND 7.30 MI (11.7 KM) SOUTH ALONG INTERSTATE 35 FROM THE JUNCTION OF
 DK9886'INTERSTATE 35 AND TRUNK HIGHWAY 65 IN ALBERT LEA, AT INTERSTATE 35
 DK9886'MILE POINT 0.55, 0.55 MI (0.9 KM) NORTH OF STATE LINE, 102.3 FT (31.2
 DK9886'M) EAST OF NORTH BOUND INTERSTATE 35, 59.0 FT (18.0 M) SOUTH-SOUTHWEST
 DK9886'OF ROAD WEATHER INFORMATION SYSTEM SITE, 21.8 FT (6.6 M) WEST OF A
 DK9886'FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0514 ***********************************************************************
 OO0514  DESIGNATION -  2480 AA
 OO0514  PID         -  OO0514
 OO0514  STATE/COUNTY-  MN/FREEBORN
 OO0514  COUNTRY     -  US
 OO0514  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0514
 OO0514                         *CURRENT SURVEY CONTROL
 OO0514  ______________________________________________________________________
 OO0514* NAD 83(1986) POSITION- 43 40 15.     (N) 093 19 23.     (W)   SCALED    
 OO0514* NAVD 88 ORTHO HEIGHT -   395.258  (meters)    1296.78  (feet) ADJUSTED  
 OO0514  ______________________________________________________________________
 OO0514  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 OO0514  DYNAMIC HEIGHT  -        395.164 (meters)     1296.47  (feet) COMP
 OO0514  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 OO0514
 OO0514  VERT ORDER      -  SECOND    CLASS 0
 OO0514
 OO0514.The horizontal coordinates were scaled from a topographic map and have
 OO0514.an estimated accuracy of +/- 6 seconds.
 OO0514.
 OO0514.The orthometric height was determined by differential leveling and
 OO0514.adjusted in June 1991.
 OO0514
 OO0514.The dynamic height is computed by dividing the NAVD 88
 OO0514.geopotential number by the normal gravity value computed on the
 OO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0514.degrees latitude (g = 980.6199 gals.).
 OO0514
 OO0514.The modeled gravity was interpolated from observed gravity values.
 OO0514
 OO0514;                    North         East    Units  Estimated Accuracy
 OO0514;SPC MN S     -   174,770.      854,600.      MT  (+/- 180 meters Scaled)
 OO0514
 OO0514                          SUPERSEDED SURVEY CONTROL
 OO0514
 OO0514  NGVD 29 (??/??/92)  395.239  (m)         1296.71   (f) ADJ UNCH    2 0
 OO0514
 OO0514.Superseded values are not recommended for survey control.
 OO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0514.See file dsdata.txt to determine how the superseded data were derived.
 OO0514
 OO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ739353(NAD 83)
 OO0514
 OO0514_MARKER: DB = BENCH MARK DISK
 OO0514_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0514_SP_SET: BRIDGE ABUTMENT
 OO0514_STAMPING: 2480 AA 1969
 OO0514_MARK LOGO: MNDT  
 OO0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0514
 OO0514  HISTORY     - Date     Condition        Report By
 OO0514  HISTORY     - 1969     MONUMENTED       MNDT
 OO0514  HISTORY     - 1973     GOOD             MNDT
 OO0514  HISTORY     - 1980     GOOD             MNDT
 OO0514
 OO0514                          STATION DESCRIPTION
 OO0514
 OO0514'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0514'1.0 MI NE FROM ALBERT LEA.
 OO0514'MARK IS LOCATED 1.0 MILES NORTHEAST OF THE JUNCTION OF T.H. 16 AND
 OO0514'T.H. 65, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24842, RAMP CONNECTION
 OO0514'FROM T.H. 65 TO FAI 35 NORTHBOUND.  NW 1/4 SECTION 2, T 102N, R 21W.
 OO0514
 OO0514                          STATION RECOVERY (1973)
 OO0514
 OO0514'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 OO0514'RECOVERED IN GOOD CONDITION.
 OO0514
 OO0514                          STATION RECOVERY (1980)
 OO0514
 OO0514'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0514'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0514'MINN AND IS LOCATED ABOUT 0.9 MILE SOUTH ALONG INTERSTATE HIGHWAY 35
 OO0514'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NORTH OF ALBERT LEA AND
 OO0514'IS IN THE NW 1/4 OF SECTION 2, T102N, R21W.  THE MARK IS 25 FEET EAST
 OO0514'OF AND 0.5 HIGHER THAN THE NORTHBOUND HIGHWAY 35 CENTERLINE IN THE
 OO0514'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 24842 CARRYING
 OO0514'NORTHBOUND HIGHWAY 35 OVER TRUNK HIGHWAY 65 NORTHBOUND.  THE MARK, A
 OO0514'STANDARD MNHD BENCH MARK DISK STAMPED---2480 AA 1969---, IS CEMENTED
 OO0514'IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1468 ***********************************************************************
 OO1468  DESIGNATION -  2480 AB
 OO1468  PID         -  OO1468
 OO1468  STATE/COUNTY-  MN/FREEBORN
 OO1468  COUNTRY     -  US
 OO1468  USGS QUAD   -  GLENVILLE (1982)
 OO1468
 OO1468                         *CURRENT SURVEY CONTROL
 OO1468  ______________________________________________________________________
 OO1468* NAD 83(1986) POSITION- 43 30 32.6    (N) 093 21 21.5    (W)   HD_HELD2  
 OO1468* NAVD 88 ORTHO HEIGHT -   372.486  (meters)    1222.06  (feet) ADJUSTED  
 OO1468  ______________________________________________________________________
 OO1468  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1468  DYNAMIC HEIGHT  -        372.388 (meters)     1221.74  (feet) COMP
 OO1468  MODELED GRAVITY -    980,346.3   (mgal)                       NAVD 88
 OO1468
 OO1468  VERT ORDER      -  SECOND    CLASS I
 OO1468
 OO1468.The horizontal coordinates were scaled from a topographic map and have
 OO1468.an estimated accuracy of +/- 6 seconds.
 OO1468.
 OO1468.The orthometric height was determined by differential leveling and
 OO1468.adjusted in June 1991.
 OO1468
 OO1468.Photographs are available for this station.
 OO1468
 OO1468.The dynamic height is computed by dividing the NAVD 88
 OO1468.geopotential number by the normal gravity value computed on the
 OO1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1468.degrees latitude (g = 980.6199 gals.).
 OO1468
 OO1468.The modeled gravity was interpolated from observed gravity values.
 OO1468
 OO1468;                    North         East    Units  Estimated Accuracy
 OO1468;SPC MN S     -   156,769.      852,082.      MT  (+/- 10 meters HH2 GPS)
 OO1468
 OO1468                          SUPERSEDED SURVEY CONTROL
 OO1468
 OO1468.No superseded survey control is available for this station.
 OO1468
 OO1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7122517408(NAD 83)
 OO1468
 OO1468_MARKER: DV = VERTICAL CONTROL DISK
 OO1468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1468_SP_SET: COPPER-CLAD STEEL ROD
 OO1468_STAMPING: 2480 AB 1980
 OO1468_MARK LOGO: MNDT  
 OO1468_PROJECTION: PROJECTING 5 CENTIMETERS
 OO1468_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1468+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 OO1468
 OO1468  HISTORY     - Date     Condition        Report By
 OO1468  HISTORY     - 1980     MONUMENTED       MNDT
 OO1468  HISTORY     - 20060821 GOOD             MNDT
 OO1468
 OO1468                          STATION DESCRIPTION
 OO1468
 OO1468'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1468'9.8 MI SOUTH FROM ALBERT LEA.
 OO1468'THE MARK IS LOCATED 7.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1468'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1468'HIGHWAY 35 MILE POINT 0.6 IN THE NE 1/4 OF SECTION 33, T101N, R21W.
 OO1468'THE MARK IS 177.8 FEET SOUTHWEST OF THE CENTER OF THE SOUTHBOUND
 OO1468'HIGHWAY 35 STATIONING STENCIL 615, 122.3 FEET WEST OF AND 5 FEET
 OO1468'LOWER THAN THE SOUTHBOUND HIGHWAY 35 CENTERLINE, 1.7 FEET EAST OF THE
 OO1468'SOUTH WOOD BRACE POST ON THE R/W FENCE AND 0.7 FOOT EAST OF A STEEL
 OO1468'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1468'STAMPED---2480 AB 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1468'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1468'ABOVE THE GROUND.
 OO1468
 OO1468                          STATION RECOVERY (2006)
 OO1468
 OO1468'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OO1468'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH OF ALBERT LEA, 6.7
 OO1468'MI (10.8 KM) EAST OF EMMONS, 5.8 MI (9.3 KM) SOUTHWEST OF GLENVILLE
 OO1468'AND 7.3 MI (11.7 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35
 OO1468'AND TRUNK HIGHWAY 65, AT INTERSTATE HIGHWAY 35 MILE POINT 0.6, 122.3
 OO1468'FT (37.3 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35, 177.8 FT (54.2
 OO1468'M) SOUTHWEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 STATION 615 STENCIL,
 OO1468'1.7 FT (0.5 M) EAST OF SOUTH WOOD BRACE POST ON RIGHT OF WAY FENCE,
 OO1468'0.7 FT (0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1464 ***********************************************************************
 OO1464  DESIGNATION -  2480 AC
 OO1464  PID         -  OO1464
 OO1464  STATE/COUNTY-  MN/FREEBORN
 OO1464  COUNTRY     -  US
 OO1464  USGS QUAD   -  GLENVILLE (1982)
 OO1464
 OO1464                         *CURRENT SURVEY CONTROL
 OO1464  ______________________________________________________________________
 OO1464* NAD 83(1986) POSITION- 43 33 22.     (N) 093 21 36.     (W)   SCALED    
 OO1464* NAVD 88 ORTHO HEIGHT -   377.938  (meters)    1239.95  (feet) ADJUSTED  
 OO1464  ______________________________________________________________________
 OO1464  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 OO1464  DYNAMIC HEIGHT  -        377.841 (meters)     1239.63  (feet) COMP
 OO1464  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 OO1464
 OO1464  VERT ORDER      -  SECOND    CLASS I
 OO1464
 OO1464.The horizontal coordinates were scaled from a topographic map and have
 OO1464.an estimated accuracy of +/- 6 seconds.
 OO1464.
 OO1464.The orthometric height was determined by differential leveling and
 OO1464.adjusted in June 1991.
 OO1464
 OO1464.The dynamic height is computed by dividing the NAVD 88
 OO1464.geopotential number by the normal gravity value computed on the
 OO1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1464.degrees latitude (g = 980.6199 gals.).
 OO1464
 OO1464.The modeled gravity was interpolated from observed gravity values.
 OO1464
 OO1464;                    North         East    Units  Estimated Accuracy
 OO1464;SPC MN S     -   162,000.      851,720.      MT  (+/- 180 meters Scaled)
 OO1464
 OO1464                          SUPERSEDED SURVEY CONTROL
 OO1464
 OO1464.No superseded survey control is available for this station.
 OO1464
 OO1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ709226(NAD 83)
 OO1464
 OO1464_MARKER: DB = BENCH MARK DISK
 OO1464_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1464+WITH SETTING: PAVEMENT
 OO1464_SP_SET: BASE FOR SIGN POST
 OO1464_STAMPING: 2480 AC 1980
 OO1464_MARK LOGO: MNDT  
 OO1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1464+STABILITY: SURFACE MOTION
 OO1464
 OO1464  HISTORY     - Date     Condition        Report By
 OO1464  HISTORY     - 1980     MONUMENTED       MNDT
 OO1464
 OO1464                          STATION DESCRIPTION
 OO1464
 OO1464'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1464'6.5 MI SOUTH FROM ALBERT LEA.
 OO1464'THE MARK IS LOCATED 4 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1464'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1464'HIGHWAY 35 MILE POINT 3.95 IN THE NW 1/4 OF SECTION 16, T101N, R21W.
 OO1464'THE MARK IS 174 FEET SOUTHEAST OF HIGHWAY 35 MILE POST 4, 221 FEET
 OO1464'SOUTHEAST OF THE CENTER OF NORTHBOUND HIGHWAY STATIONING STENCIL 790,
 OO1464'64.8 FEET WEST OF THE R/W FENCE 51.2 FEET EAST OF AND 6 FEET LOWER
 OO1464'THAN THE NORTHBOUND HIGHWAY 35 CENTERLINE IN THE WEST SIDE OF THE
 OO1464'CONCRETE BASE FOR THE WEST LEG OF A NORTHBOUND SIGN STATING COUNTY
 OO1464'13, TWIN LAKES AND GLENVILLE 1 MILE.  THE MARK, A STANDARD MNHD
 OO1464'VERTICAL CONTROL MARK DISK STAMPED---2480 AC 1980---, IS CEMENTED IN
 OO1464'A DRILL HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1466 ***********************************************************************
 OO1466  DESIGNATION -  2480 AD
 OO1466  PID         -  OO1466
 OO1466  STATE/COUNTY-  MN/FREEBORN
 OO1466  COUNTRY     -  US
 OO1466  USGS QUAD   -  GLENVILLE (1982)
 OO1466
 OO1466                         *CURRENT SURVEY CONTROL
 OO1466  ______________________________________________________________________
 OO1466* NAD 83(1986) POSITION- 43 33 50.     (N) 093 21 38.     (W)   SCALED    
 OO1466* NAVD 88 ORTHO HEIGHT -   380.735  (meters)    1249.13  (feet) ADJUSTED  
 OO1466  ______________________________________________________________________
 OO1466  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 OO1466  DYNAMIC HEIGHT  -        380.637 (meters)     1248.81  (feet) COMP
 OO1466  MODELED GRAVITY -    980,351.8   (mgal)                       NAVD 88
 OO1466
 OO1466  VERT ORDER      -  SECOND    CLASS I
 OO1466
 OO1466.The horizontal coordinates were scaled from a topographic map and have
 OO1466.an estimated accuracy of +/- 6 seconds.
 OO1466.
 OO1466.The orthometric height was determined by differential leveling and
 OO1466.adjusted in June 1991.
 OO1466
 OO1466.The dynamic height is computed by dividing the NAVD 88
 OO1466.geopotential number by the normal gravity value computed on the
 OO1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1466.degrees latitude (g = 980.6199 gals.).
 OO1466
 OO1466.The modeled gravity was interpolated from observed gravity values.
 OO1466
 OO1466;                    North         East    Units  Estimated Accuracy
 OO1466;SPC MN S     -   162,860.      851,660.      MT  (+/- 180 meters Scaled)
 OO1466
 OO1466                          SUPERSEDED SURVEY CONTROL
 OO1466
 OO1466.No superseded survey control is available for this station.
 OO1466
 OO1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ708234(NAD 83)
 OO1466
 OO1466_MARKER: DB = BENCH MARK DISK
 OO1466_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1466_SP_SET: COPPER-CLAD STEEL ROD
 OO1466_STAMPING: 2480 AD 1980
 OO1466_MARK LOGO: MNDT  
 OO1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1466
 OO1466  HISTORY     - Date     Condition        Report By
 OO1466  HISTORY     - 1980     MONUMENTED       MNDT
 OO1466
 OO1466                          STATION DESCRIPTION
 OO1466
 OO1466'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1466'6 MI SOUTH FROM ALBERT LEA.
 OO1466'THE MARK IS LOCATED 3.4 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1466'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1466'HIGHWAY 35 MILE POINT 4.5 IN THE NW 1/4 OF SECTION 16, T101N, R21W.
 OO1466'THE MARK IS 123.4 FEET WEST OF AND 3 FEET HIGHER THAN THE SOUTHBOUND
 OO1466'HIGHWAY 35 CENTERLINE, 112 FEET WEST OF THE CENTER OF THE SOUTHBOUND
 OO1466'HIGHWAY 35 STATIONING STENCIL 815, 2.2 FEET SOUTHEAST OF A STEEL R/W
 OO1466'SIGN POST, FOOT EAST OF THE R/W FENCE AT A WOOD BRACE AND 0.6 FEET
 OO1466'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OO1466'CONTROL MARK DISK STAMPED---2480 AD 1980---, IS CRIMPED TO THE TOP OF
 OO1466'A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT
 OO1466'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1442 ***********************************************************************
 OO1442  DESIGNATION -  2480 AE
 OO1442  PID         -  OO1442
 OO1442  STATE/COUNTY-  MN/FREEBORN
 OO1442  COUNTRY     -  US
 OO1442  USGS QUAD   -  GLENVILLE (1982)
 OO1442
 OO1442                         *CURRENT SURVEY CONTROL
 OO1442  ______________________________________________________________________
 OO1442* NAD 83(1986) POSITION- 43 34 46.     (N) 093 21 33.     (W)   SCALED    
 OO1442* NAVD 88 ORTHO HEIGHT -   381.944  (meters)    1253.09  (feet) ADJUSTED  
 OO1442  ______________________________________________________________________
 OO1442  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1442  DYNAMIC HEIGHT  -        381.847 (meters)     1252.78  (feet) COMP
 OO1442  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 OO1442
 OO1442  VERT ORDER      -  SECOND    CLASS I
 OO1442
 OO1442.The horizontal coordinates were scaled from a topographic map and have
 OO1442.an estimated accuracy of +/- 6 seconds.
 OO1442.
 OO1442.The orthometric height was determined by differential leveling and
 OO1442.adjusted in June 1991.
 OO1442
 OO1442.The dynamic height is computed by dividing the NAVD 88
 OO1442.geopotential number by the normal gravity value computed on the
 OO1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1442.degrees latitude (g = 980.6199 gals.).
 OO1442
 OO1442.The modeled gravity was interpolated from observed gravity values.
 OO1442
 OO1442;                    North         East    Units  Estimated Accuracy
 OO1442;SPC MN S     -   164,590.      851,760.      MT  (+/- 180 meters Scaled)
 OO1442
 OO1442                          SUPERSEDED SURVEY CONTROL
 OO1442
 OO1442.No superseded survey control is available for this station.
 OO1442
 OO1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ710252(NAD 83)
 OO1442
 OO1442_MARKER: DB = BENCH MARK DISK
 OO1442_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1442+WITH SETTING: PAVEMENT
 OO1442_SP_SET: BASE FOR SIGN POST
 OO1442_STAMPING: 2480 AE 1980
 OO1442_MARK LOGO: MNDT  
 OO1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1442+STABILITY: SURFACE MOTION
 OO1442
 OO1442  HISTORY     - Date     Condition        Report By
 OO1442  HISTORY     - 1980     MONUMENTED       MNDT
 OO1442
 OO1442                          STATION DESCRIPTION
 OO1442
 OO1442'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1442'4.9 MI SSE FROM ALBERT LEA.
 OO1442'THE MARK IS LOCATED 2.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1442'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1442'NEAR HIGHWAY 35 MILE POINT 5.6 IN THE NE 1/4 OF SECTION 4, T101N,
 OO1442'R21W.  THE MARK IS 114.5 FEET SOUTHWEST OF THE CENTER OF SOUTHBOUND
 OO1442'HIGHWAY 35 STATIONING STENCIL 875, 66.8 FEET WEST OF AND 3 FEET LOWER
 OO1442'THAN THE SOUTHBOUND HIGHWAY 35 CENTERLINE AND 57.6 FEET EAST OF THE
 OO1442'R/W FENCE IN THE EAST SIDE OF THE CONCRETE BASE FOR THE WEST LEG OF
 OO1442'THE HIGHWAY 35 SOUTHBOUND SIGN STATING EXIT 5, COUNTY 13 AND TWIN
 OO1442'LAKES.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1442'STAMPED---2480 AE 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1442'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1441 ***********************************************************************
 OO1441  DESIGNATION -  2480 AF
 OO1441  PID         -  OO1441
 OO1441  STATE/COUNTY-  MN/FREEBORN
 OO1441  COUNTRY     -  US
 OO1441  USGS QUAD   -  GLENVILLE (1982)
 OO1441
 OO1441                         *CURRENT SURVEY CONTROL
 OO1441  ______________________________________________________________________
 OO1441* NAD 83(1986) POSITION- 43 35 18.     (N) 093 21 25.     (W)   SCALED    
 OO1441* NAVD 88 ORTHO HEIGHT -   376.324  (meters)    1234.66  (feet) ADJUSTED  
 OO1441  ______________________________________________________________________
 OO1441  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 OO1441  DYNAMIC HEIGHT  -        376.228 (meters)     1234.34  (feet) COMP
 OO1441  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 OO1441
 OO1441  VERT ORDER      -  SECOND    CLASS I
 OO1441
 OO1441.The horizontal coordinates were scaled from a topographic map and have
 OO1441.an estimated accuracy of +/- 6 seconds.
 OO1441.
 OO1441.The orthometric height was determined by differential leveling and
 OO1441.adjusted in June 1991.
 OO1441
 OO1441.The dynamic height is computed by dividing the NAVD 88
 OO1441.geopotential number by the normal gravity value computed on the
 OO1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1441.degrees latitude (g = 980.6199 gals.).
 OO1441
 OO1441.The modeled gravity was interpolated from observed gravity values.
 OO1441
 OO1441;                    North         East    Units  Estimated Accuracy
 OO1441;SPC MN S     -   165,580.      851,930.      MT  (+/- 180 meters Scaled)
 OO1441
 OO1441                          SUPERSEDED SURVEY CONTROL
 OO1441
 OO1441.No superseded survey control is available for this station.
 OO1441
 OO1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ711262(NAD 83)
 OO1441
 OO1441_MARKER: DB = BENCH MARK DISK
 OO1441_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1441+WITH SETTING: PAVEMENT
 OO1441_SP_SET: BASE FOR SIGN POST
 OO1441_STAMPING: 2480 AF 1980
 OO1441_MARK LOGO: MNDT  
 OO1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1441+STABILITY: SURFACE MOTION
 OO1441
 OO1441  HISTORY     - Date     Condition        Report By
 OO1441  HISTORY     - 1980     MONUMENTED       MNDT
 OO1441
 OO1441                          STATION DESCRIPTION
 OO1441
 OO1441'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1441'4.3 MI SSE FROM ALBERT LEA.
 OO1441'THE MARK IS LOCATED 1.75 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1441'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1441'NEAR HIGHWAY 35 MILE POINT 6.15 IN THE SE 1/4 OF SECTION 33, T102N,
 OO1441'R21W.  THE MARK IS 71.3 FEET WEST OF THE R/W FENCE, 58.2 FEET
 OO1441'NORTHEAST OF THE CENTER OF HIGHWAY 35 NORTHBOUND STATIONING STATION
 OO1441'STENCIL 904+59, 53 FEET EAST OF AND 5 FEET LOWER THAN THE NORTHBOUND
 OO1441'HIGHWAY 35 CENTERLINE IN THE WEST SIDE OF THE CONCRETE BASE FOR THE
 OO1441'WEST LEG OF THE NORTHBOUND HIGHWAY 35 SIGN STATING ALBERT LEA NEXT 2
 OO1441'EXITS.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1441'STAMPED---2480 AF 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1441'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1440 ***********************************************************************
 OO1440  DESIGNATION -  2480 AG
 OO1440  PID         -  OO1440
 OO1440  STATE/COUNTY-  MN/FREEBORN
 OO1440  COUNTRY     -  US
 OO1440  USGS QUAD   -  GLENVILLE (1982)
 OO1440
 OO1440                         *CURRENT SURVEY CONTROL
 OO1440  ______________________________________________________________________
 OO1440* NAD 83(1986) POSITION- 43 35 50.     (N) 093 21 08.     (W)   SCALED    
 OO1440* NAVD 88 ORTHO HEIGHT -   370.580  (meters)    1215.81  (feet) ADJUSTED  
 OO1440  ______________________________________________________________________
 OO1440  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 OO1440  DYNAMIC HEIGHT  -        370.487 (meters)     1215.51  (feet) COMP
 OO1440  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 OO1440
 OO1440  VERT ORDER      -  SECOND    CLASS I
 OO1440
 OO1440.The horizontal coordinates were scaled from a topographic map and have
 OO1440.an estimated accuracy of +/- 6 seconds.
 OO1440.
 OO1440.The orthometric height was determined by differential leveling and
 OO1440.adjusted in June 1991.
 OO1440
 OO1440.The dynamic height is computed by dividing the NAVD 88
 OO1440.geopotential number by the normal gravity value computed on the
 OO1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1440.degrees latitude (g = 980.6199 gals.).
 OO1440
 OO1440.The modeled gravity was interpolated from observed gravity values.
 OO1440
 OO1440;                    North         East    Units  Estimated Accuracy
 OO1440;SPC MN S     -   166,570.      852,310.      MT  (+/- 180 meters Scaled)
 OO1440
 OO1440                          SUPERSEDED SURVEY CONTROL
 OO1440
 OO1440.No superseded survey control is available for this station.
 OO1440
 OO1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ715271(NAD 83)
 OO1440
 OO1440_MARKER: DB = BENCH MARK DISK
 OO1440_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1440_SP_SET: COPPER-CLAD STEEL ROD
 OO1440_STAMPING: 2480 AG 1980
 OO1440_MARK LOGO: MNDT  
 OO1440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1440
 OO1440  HISTORY     - Date     Condition        Report By
 OO1440  HISTORY     - 1980     MONUMENTED       MNDT
 OO1440
 OO1440                          STATION DESCRIPTION
 OO1440
 OO1440'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1440'3.8 MI SSE FROM ALBERT LEA.
 OO1440'THE MARK IS LOCATED 1.05 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1440'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1440'NEAR HIGHWAY 35 MILE POINT 6.9 IN THE NE 1/4 OF SECTION 33, T102N,
 OO1440'R21W.  THE MARK IS 157 FEET NORTHEAST OF THE CENTER OF NORTHBOUND
 OO1440'HIGHWAY 35 STATIONING STENCIL 940, 123 FEET NORTHEAST OF THE
 OO1440'SOUTHEAST END OF A 60 INCH CONCRETE CULVERT UNDER HIGHWAY 35 AT A
 OO1440'DITCH, 121.8 FEET EAST OF AND 6 FEET LOWER THAN THE HIGHWAY 35
 OO1440'NORTHBOUND CENTERLINE, 1.3 FEET NORTHWEST OF A R/W FENCE CORNER POST
 OO1440'AND 0.6 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1440'VERTICAL CONTROL MARK DISK STAMPED---2480 AG 1980---, IS CRIMPED TO
 OO1440'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD
 OO1440'STEEL ROD THAT PROJECTS 3 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1438 ***********************************************************************
 OO1438  DESIGNATION -  2480 AH
 OO1438  PID         -  OO1438
 OO1438  STATE/COUNTY-  MN/FREEBORN
 OO1438  COUNTRY     -  US
 OO1438  USGS QUAD   -  GLENVILLE (1982)
 OO1438
 OO1438                         *CURRENT SURVEY CONTROL
 OO1438  ______________________________________________________________________
 OO1438* NAD 83(1986) POSITION- 43 36 10.     (N) 093 20 56.     (W)   SCALED    
 OO1438* NAVD 88 ORTHO HEIGHT -   371.863  (meters)    1220.02  (feet) ADJUSTED  
 OO1438  ______________________________________________________________________
 OO1438  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 OO1438  DYNAMIC HEIGHT  -        371.770 (meters)     1219.72  (feet) COMP
 OO1438  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 OO1438
 OO1438  VERT ORDER      -  SECOND    CLASS I
 OO1438
 OO1438.The horizontal coordinates were scaled from a topographic map and have
 OO1438.an estimated accuracy of +/- 6 seconds.
 OO1438.
 OO1438.The orthometric height was determined by differential leveling and
 OO1438.adjusted in June 1991.
 OO1438
 OO1438.The dynamic height is computed by dividing the NAVD 88
 OO1438.geopotential number by the normal gravity value computed on the
 OO1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1438.degrees latitude (g = 980.6199 gals.).
 OO1438
 OO1438.The modeled gravity was interpolated from observed gravity values.
 OO1438
 OO1438;                    North         East    Units  Estimated Accuracy
 OO1438;SPC MN S     -   167,190.      852,570.      MT  (+/- 180 meters Scaled)
 OO1438
 OO1438                          SUPERSEDED SURVEY CONTROL
 OO1438
 OO1438.No superseded survey control is available for this station.
 OO1438
 OO1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ718278(NAD 83)
 OO1438
 OO1438_MARKER: DB = BENCH MARK DISK
 OO1438_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1438+WITH SETTING: PAVEMENT
 OO1438_SP_SET: BASE FOR SIGN POST
 OO1438_STAMPING: 2480 AH 1980
 OO1438_MARK LOGO: MNDT  
 OO1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1438+STABILITY: SURFACE MOTION
 OO1438
 OO1438  HISTORY     - Date     Condition        Report By
 OO1438  HISTORY     - 1980     MONUMENTED       MNDT
 OO1438
 OO1438                          STATION DESCRIPTION
 OO1438
 OO1438'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1438'3.5 MI SE FROM ALBERT LEA.
 OO1438'THE MARK IS LOCATED 0.65 MILE SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1438'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1438'NEAR HIGHWAY 35 MILE POINT 7.3 IN THE SE 1/4 OF SECTION 28, T102N,
 OO1438'R21W.  THE MARK IS 206 FEET NORTHEAST OF THE CENTER OF HIGHWAY 35
 OO1438'NORTHBOUND STATIONING STENCIL 960, 56.8 FEET EAST OF AND 3 FEET LOWER
 OO1438'THAN THE NORTHBOUND HIGHWAY 35 CENTERLINE AND 54.9 FEET WEST OF THE
 OO1438'R/W FENCE IN THE WEST SIDE OF THE CONCRETE BASE FOR THE WEST LEG OF
 OO1438'THE HIGHWAY 35 NORTHBOUND SIGN STATING EXIT 8, 65, ALBERT LEA 3/4
 OO1438'MILE.  THE, MARK A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1438'STAMPED---2480 AH 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1438'CONCRETE BASE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1436 ***********************************************************************
 OO1436  DESIGNATION -  2480 AJ
 OO1436  PID         -  OO1436
 OO1436  STATE/COUNTY-  MN/FREEBORN
 OO1436  COUNTRY     -  US
 OO1436  USGS QUAD   -  GLENVILLE (1982)
 OO1436
 OO1436                         *CURRENT SURVEY CONTROL
 OO1436  ______________________________________________________________________
 OO1436* NAD 83(1986) POSITION- 43 37 01.     (N) 093 20 19.     (W)   SCALED    
 OO1436* NAVD 88 ORTHO HEIGHT -   386.333  (meters)    1267.49  (feet) ADJUSTED  
 OO1436  ______________________________________________________________________
 OO1436  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO1436  DYNAMIC HEIGHT  -        386.238 (meters)     1267.18  (feet) COMP
 OO1436  MODELED GRAVITY -    980,362.3   (mgal)                       NAVD 88
 OO1436
 OO1436  VERT ORDER      -  SECOND    CLASS I
 OO1436
 OO1436.The horizontal coordinates were scaled from a topographic map and have
 OO1436.an estimated accuracy of +/- 6 seconds.
 OO1436.
 OO1436.The orthometric height was determined by differential leveling and
 OO1436.adjusted in June 1991.
 OO1436
 OO1436.The dynamic height is computed by dividing the NAVD 88
 OO1436.geopotential number by the normal gravity value computed on the
 OO1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1436.degrees latitude (g = 980.6199 gals.).
 OO1436
 OO1436.The modeled gravity was interpolated from observed gravity values.
 OO1436
 OO1436;                    North         East    Units  Estimated Accuracy
 OO1436;SPC MN S     -   168,770.      853,390.      MT  (+/- 180 meters Scaled)
 OO1436
 OO1436                          SUPERSEDED SURVEY CONTROL
 OO1436
 OO1436.No superseded survey control is available for this station.
 OO1436
 OO1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ726293(NAD 83)
 OO1436
 OO1436_MARKER: DB = BENCH MARK DISK
 OO1436_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1436+WITH SETTING: PAVEMENT
 OO1436_SP_SET: BASE FOR SIGN POST
 OO1436_STAMPING: 2480 AJ 1980
 OO1436_MARK LOGO: MNDT  
 OO1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1436+STABILITY: SURFACE MOTION
 OO1436
 OO1436  HISTORY     - Date     Condition        Report By
 OO1436  HISTORY     - 1980     MONUMENTED       MNDT
 OO1436
 OO1436                          STATION DESCRIPTION
 OO1436
 OO1436'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1436'2.9 MI SE FROM ALBERT LEA.
 OO1436'THE MARK IS LOCATED 0.45 MILE NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1436'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1436'NEAR HIGHWAY 35 MILE POINT 8.45 IN THE SE 1/4 OF SECTION 22, T102N,
 OO1436'R21W.  THE MARK IS 104.6 FEET NORTHWEST OF THE CENTER OF SOUTHBOUND
 OO1436'HIGHWAY STATIONING STENCIL 1020, 41.3 FEET WEST OF AND 2 FEET LOWER
 OO1436'THAN THE CENTERLINE OF SOUTHBOUND HIGHWAY 35 IN THE EAST SIDE OF THE
 OO1436'CONCRETE BASE FOR THE EAST LEG OF A SOUTHBOUND HIGHWAY 35 SIGN
 OO1436'STATING EXIT 8, 65 AND GLENVILLE.  THE MARK, A STANDARD MNHD VERTICAL
 OO1436'CONTROL MARK DISK STAMPED---2480 AJ 1980---, IS CEMENTED IN A DRILL
 OO1436'HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1433 ***********************************************************************
 OO1433  DESIGNATION -  2480 AK
 OO1433  PID         -  OO1433
 OO1433  STATE/COUNTY-  MN/FREEBORN
 OO1433  COUNTRY     -  US
 OO1433  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1433
 OO1433                         *CURRENT SURVEY CONTROL
 OO1433  ______________________________________________________________________
 OO1433* NAD 83(1986) POSITION- 43 37 50.     (N) 093 19 31.     (W)   SCALED    
 OO1433* NAVD 88 ORTHO HEIGHT -   373.088  (meters)    1224.04  (feet) ADJUSTED  
 OO1433  ______________________________________________________________________
 OO1433  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 OO1433  DYNAMIC HEIGHT  -        372.998 (meters)     1223.74  (feet) COMP
 OO1433  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 OO1433
 OO1433  VERT ORDER      -  SECOND    CLASS I
 OO1433
 OO1433.The horizontal coordinates were scaled from a topographic map and have
 OO1433.an estimated accuracy of +/- 6 seconds.
 OO1433.
 OO1433.The orthometric height was determined by differential leveling and
 OO1433.adjusted in June 1991.
 OO1433
 OO1433.The dynamic height is computed by dividing the NAVD 88
 OO1433.geopotential number by the normal gravity value computed on the
 OO1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1433.degrees latitude (g = 980.6199 gals.).
 OO1433
 OO1433.The modeled gravity was interpolated from observed gravity values.
 OO1433
 OO1433;                    North         East    Units  Estimated Accuracy
 OO1433;SPC MN S     -   170,290.      854,450.      MT  (+/- 180 meters Scaled)
 OO1433
 OO1433                          SUPERSEDED SURVEY CONTROL
 OO1433
 OO1433.No superseded survey control is available for this station.
 OO1433
 OO1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ737308(NAD 83)
 OO1433
 OO1433_MARKER: DB = BENCH MARK DISK
 OO1433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1433_SP_SET: BRIDGE ABUTMENT
 OO1433_STAMPING: 2480 AK 1980
 OO1433_MARK LOGO: MNDT  
 OO1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1433
 OO1433  HISTORY     - Date     Condition        Report By
 OO1433  HISTORY     - 1980     MONUMENTED       MNDT
 OO1433
 OO1433                          STATION DESCRIPTION
 OO1433
 OO1433'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1433'2.8 MI SE FROM ALBERT LEA.
 OO1433'THE MARK IS LOCATED 1.4 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1433'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1433'NEAR HIGHWAY 35 MILE POINT 9.4 IN THE SW 1/4 OF SECTION 14, T102N,
 OO1433'R21W.  THE MARK IS 26.2 FEET WEST OF AND ABOUT LEVEL WITH THE
 OO1433'SOUTHBOUND HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE NORTHWEST
 OO1433'CORNER OF BRIDGE NUMBER 24827 CARRYING HIGHWAY 35 SOUTHBOUND OVER
 OO1433'ALBERT LEA LAKE.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1433'DISK STAMPED---2480 AK 1980---, IS CEMENTED IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1432 ***********************************************************************
 OO1432  DESIGNATION -  2480 AL
 OO1432  PID         -  OO1432
 OO1432  STATE/COUNTY-  MN/FREEBORN
 OO1432  COUNTRY     -  US
 OO1432  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1432
 OO1432                         *CURRENT SURVEY CONTROL
 OO1432  ______________________________________________________________________
 OO1432* NAD 83(1986) POSITION- 43 38 12.     (N) 093 19 21.     (W)   SCALED    
 OO1432* NAVD 88 ORTHO HEIGHT -   382.032  (meters)    1253.38  (feet) ADJUSTED  
 OO1432  ______________________________________________________________________
 OO1432  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 OO1432  DYNAMIC HEIGHT  -        381.940 (meters)     1253.08  (feet) COMP
 OO1432  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 OO1432
 OO1432  VERT ORDER      -  SECOND    CLASS I
 OO1432
 OO1432.The horizontal coordinates were scaled from a topographic map and have
 OO1432.an estimated accuracy of +/- 6 seconds.
 OO1432.
 OO1432.The orthometric height was determined by differential leveling and
 OO1432.adjusted in June 1991.
 OO1432
 OO1432.The dynamic height is computed by dividing the NAVD 88
 OO1432.geopotential number by the normal gravity value computed on the
 OO1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1432.degrees latitude (g = 980.6199 gals.).
 OO1432
 OO1432.The modeled gravity was interpolated from observed gravity values.
 OO1432
 OO1432;                    North         East    Units  Estimated Accuracy
 OO1432;SPC MN S     -   170,970.      854,670.      MT  (+/- 180 meters Scaled)
 OO1432
 OO1432                          SUPERSEDED SURVEY CONTROL
 OO1432
 OO1432.No superseded survey control is available for this station.
 OO1432
 OO1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ739315(NAD 83)
 OO1432
 OO1432_MARKER: DB = BENCH MARK DISK
 OO1432_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1432+WITH SETTING: PAVEMENT
 OO1432_SP_SET: BASE FOR SIGN POST
 OO1432_STAMPING: 2480 AL 1980
 OO1432_MARK LOGO: MNDT  
 OO1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1432+STABILITY: SURFACE MOTION
 OO1432
 OO1432  HISTORY     - Date     Condition        Report By
 OO1432  HISTORY     - 1980     MONUMENTED       MNDT
 OO1432
 OO1432                          STATION DESCRIPTION
 OO1432
 OO1432'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1432'2.6 MI EAST FROM ALBERT LEA.
 OO1432'THE MARK IS LOCATED 3.3 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1432'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1432'HIGHWAY 35 MILE POINT 9.9 IN THE SW 1/4 OF SECTION 14, T102N, R21W.
 OO1432'THE MARK IS 114.7 FEET NORTHEAST OF THE CENTER THE NORTHBOUND HIGHWAY
 OO1432'35 STATIONING STENCIL 1100, 61.5 FEET EAST OF AND 3 FEET LOWER THAN
 OO1432'THE NORTHBOUND HIGHWAY 35 CENTERLINE IN WEST SIDE OF THE CONCRETE
 OO1432'BASE FOR THE WEST LEG OF A NORTHBOUND HIGHWAY 35 SIGN STATING HELMER
 OO1432'MYRE STATE PARK NEXT RIGHT.  THE MARK, A STANDARD MNHD VERTICAL
 OO1432'CONTROL MARK DISK STAMPED---2480 AL 1980---, IS CEMENTED IN A DRILL
 OO1432'HOLE IN THE CONCRETE BASE AND IS ABOUT 3 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1431 ***********************************************************************
 OO1431  DESIGNATION -  2480 AM
 OO1431  PID         -  OO1431
 OO1431  STATE/COUNTY-  MN/FREEBORN
 OO1431  COUNTRY     -  US
 OO1431  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1431
 OO1431                         *CURRENT SURVEY CONTROL
 OO1431  ______________________________________________________________________
 OO1431* NAD 83(1986) POSITION- 43 38 34.     (N) 093 19 22.     (W)   SCALED    
 OO1431* NAVD 88 ORTHO HEIGHT -   381.074  (meters)    1250.24  (feet) ADJUSTED  
 OO1431  ______________________________________________________________________
 OO1431  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 OO1431  DYNAMIC HEIGHT  -        380.983 (meters)     1249.94  (feet) COMP
 OO1431  MODELED GRAVITY -    980,368.4   (mgal)                       NAVD 88
 OO1431
 OO1431  VERT ORDER      -  SECOND    CLASS I
 OO1431
 OO1431.The horizontal coordinates were scaled from a topographic map and have
 OO1431.an estimated accuracy of +/- 6 seconds.
 OO1431.
 OO1431.The orthometric height was determined by differential leveling and
 OO1431.adjusted in June 1991.
 OO1431
 OO1431.The dynamic height is computed by dividing the NAVD 88
 OO1431.geopotential number by the normal gravity value computed on the
 OO1431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1431.degrees latitude (g = 980.6199 gals.).
 OO1431
 OO1431.The modeled gravity was interpolated from observed gravity values.
 OO1431
 OO1431;                    North         East    Units  Estimated Accuracy
 OO1431;SPC MN S     -   171,650.      854,640.      MT  (+/- 180 meters Scaled)
 OO1431
 OO1431                          SUPERSEDED SURVEY CONTROL
 OO1431
 OO1431.No superseded survey control is available for this station.
 OO1431
 OO1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ739322(NAD 83)
 OO1431
 OO1431_MARKER: DB = BENCH MARK DISK
 OO1431_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1431+WITH SETTING: PAVEMENT
 OO1431_SP_SET: BASE FOR SIGN POST
 OO1431_STAMPING: 2480 AM 1980
 OO1431_MARK LOGO: MNDT  
 OO1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1431+STABILITY: SURFACE MOTION
 OO1431
 OO1431  HISTORY     - Date     Condition        Report By
 OO1431  HISTORY     - 1980     MONUMENTED       MNDT
 OO1431
 OO1431                          STATION DESCRIPTION
 OO1431
 OO1431'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1431'2.6 MI EAST FROM ALBERT LEA.
 OO1431'THE MARK IS LOCATED 2.9 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1431'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1431'HIGHWAY 35 MILE POINT 10.3 IN THE NW 1/4 OF SECTION 14, T102N, R21W.
 OO1431'THE MARK IS 213 FEET NORTHEAST OF THE CENTER OF THE NORTHBOUND
 OO1431'HIGHWAY 35 STATIONING STENCIL 1120+, 73.3 FEET EAST OF AND 4 FEET
 OO1431'LOWER THAN THE NORTHBOUND HIGHWAY 35 CENTERLINE IN THE WEST SIDE OF
 OO1431'THE CONCRETE BASE FOR THE EAST LEG OF A NORTHBOUND HIGHWAY SIGN
 OO1431'STATING EXIT 11, 46, ALBERT LEA 1 MILE.  THE MARK, A STANDARD MNHD
 OO1431'VERTICAL CONTROL MARK DISK STAMPED---2480 AM 1980---, IS CEMENTED IN
 OO1431'A DRILL HOLE IN THE BASE AND IS ABOUT 3 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1467 ***********************************************************************
 OO1467  DESIGNATION -  2480 B
 OO1467  PID         -  OO1467
 OO1467  STATE/COUNTY-  MN/FREEBORN
 OO1467  COUNTRY     -  US
 OO1467  USGS QUAD   -  GLENVILLE (1982)
 OO1467
 OO1467                         *CURRENT SURVEY CONTROL
 OO1467  ______________________________________________________________________
 OO1467* NAD 83(1986) POSITION- 43 31 09.5    (N) 093 21 20.7    (W)   HD_HELD2  
 OO1467* NAVD 88 ORTHO HEIGHT -   390.291  (meters)    1280.48  (feet) ADJUSTED  
 OO1467  ______________________________________________________________________
 OO1467  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1467  DYNAMIC HEIGHT  -        390.189 (meters)     1280.15  (feet) COMP
 OO1467  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 OO1467
 OO1467  VERT ORDER      -  SECOND    CLASS I
 OO1467
 OO1467.The horizontal coordinates were scaled from a topographic map and have
 OO1467.an estimated accuracy of +/- 6 seconds.
 OO1467.
 OO1467.The orthometric height was determined by differential leveling and
 OO1467.adjusted in June 2009.
 OO1467
 OO1467.No vertical observational check was made to the station.
 OO1467
 OO1467.Photographs are available for this station.
 OO1467
 OO1467.The dynamic height is computed by dividing the NAVD 88
 OO1467.geopotential number by the normal gravity value computed on the
 OO1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1467.degrees latitude (g = 980.6199 gals.).
 OO1467
 OO1467.The modeled gravity was interpolated from observed gravity values.
 OO1467
 OO1467;                    North         East    Units  Estimated Accuracy
 OO1467;SPC MN S     -   157,908.      852,091.      MT  (+/- 10 meters HH2 GPS)
 OO1467
 OO1467                          SUPERSEDED SURVEY CONTROL
 OO1467
 OO1467  NAVD 88 (06/15/91)  390.284  (m)         1280.46   (f) SUPERSEDED  2 1
 OO1467
 OO1467.Superseded values are not recommended for survey control.
 OO1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1467.See file dsdata.txt to determine how the superseded data were derived.
 OO1467
 OO1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7124818546(NAD 83)
 OO1467
 OO1467_MARKER: DB = BENCH MARK DISK
 OO1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1467_SP_SET: CONCRETE POST
 OO1467_STAMPING: 2480 B 1973
 OO1467_MARK LOGO: MNHD  
 OO1467_PROJECTION: FLUSH
 OO1467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1467+STABILITY: SURFACE MOTION
 OO1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1467+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 OO1467
 OO1467  HISTORY     - Date     Condition        Report By
 OO1467  HISTORY     - 1973     MONUMENTED       MNDT
 OO1467  HISTORY     - 1980     GOOD             MNDT
 OO1467  HISTORY     - 20060821 GOOD             MNDT
 OO1467
 OO1467                          STATION DESCRIPTION
 OO1467
 OO1467'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1467'9.3 MI SOUTH FROM ALBERT LEA.
 OO1467'THE MARK IS LOCATED 6.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1467'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1467'HIGHWAY 35 MILE POINT 1.3 IN THE SE 1/4 OF SECTION 28, T101N, R21W.
 OO1467'THE MARK IS 144.5 FEET NORTHWEST OF THE CENTER OF HIGHWAY 35
 OO1467'STATIONING STENCIL 650, 121.5 FEET WEST OF THE SOUTHBOUND HIGHWAY 35
 OO1467'CENTERLINE, 45.4 FEET NORTH OF THE NORTH BRACE POST IN THE R/W FENCE,
 OO1467'27 FEET WEST OF A 1 INCH MARSHALL ASH TREE, 14.7 FEET SOUTH OF A 1
 OO1467'INCH MARSHALL ASH TREE, 2.1 FEET EAST OF THE R/W FENCE AND 0.8 FOOT
 OO1467'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 OO1467'DISK STAMPED---2480 B 1973---, IS SET IN THE TOP OF A MAGNETIC
 OO1467'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND.
 OO1467
 OO1467                          STATION RECOVERY (2006)
 OO1467
 OO1467'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OO1467'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH OF ALBERT LEA, 6.8
 OO1467'MI (10.9 KM) EAST OF EMMONS, 5.2 MI (8.4 KM) SOUTHWEST OF GLENVILLE
 OO1467'AND 6.5 MI (10.5 KM) SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 35
 OO1467'AND TRUNK HIGHWAY 65, 121.5 FT (37.0 M) WEST OF SOUTHBOUND INTERSTATE
 OO1467'HIGHWAY 35, AT INTERSTATE HIGHWAY 35 MILE POINT 1.35, 144.5 FT (44.0
 OO1467'M) NORTHWEST OF INTERSTATE HIGHWAY 35 STATION 650 STENCIL, 45.4 NORTH
 OO1467'OF NORTH BRACE POST ON RIGHT OF WAY FENCE, 27 FT (8.2 M) WEST OF 1
 OO1467'INCH (3 CM) MARSHALL ASH TREE, 14.7 FT (4.5 M) SOUTH OF 1 INCH (3 CM)
 OO1467'MARSHALL ASH TREE, 2.1 FT (0.6 M) EAST OF RIGHT-OF-WAY FENCE, 0.8 FT
 OO1467'(0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0512 ***********************************************************************
 OO0512  DESIGNATION -  2480 BB
 OO0512  PID         -  OO0512
 OO0512  STATE/COUNTY-  MN/FREEBORN
 OO0512  COUNTRY     -  US
 OO0512  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0512
 OO0512                         *CURRENT SURVEY CONTROL
 OO0512  ______________________________________________________________________
 OO0512* NAD 83(1986) POSITION- 43 40 57.     (N) 093 19 15.     (W)   SCALED    
 OO0512* NAVD 88 ORTHO HEIGHT -   392.415  (meters)    1287.45  (feet) ADJUSTED  
 OO0512  ______________________________________________________________________
 OO0512  GEOID HEIGHT    -        -29.14  (meters)                     GEOID09
 OO0512  DYNAMIC HEIGHT  -        392.323 (meters)     1287.15  (feet) COMP
 OO0512  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 OO0512
 OO0512  VERT ORDER      -  FIRST     CLASS II
 OO0512
 OO0512.The horizontal coordinates were scaled from a topographic map and have
 OO0512.an estimated accuracy of +/- 6 seconds.
 OO0512.
 OO0512.The orthometric height was determined by differential leveling and
 OO0512.adjusted in June 1991.
 OO0512
 OO0512.The dynamic height is computed by dividing the NAVD 88
 OO0512.geopotential number by the normal gravity value computed on the
 OO0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0512.degrees latitude (g = 980.6199 gals.).
 OO0512
 OO0512.The modeled gravity was interpolated from observed gravity values.
 OO0512
 OO0512;                    North         East    Units  Estimated Accuracy
 OO0512;SPC MN S     -   176,060.      854,760.      MT  (+/- 180 meters Scaled)
 OO0512
 OO0512                          SUPERSEDED SURVEY CONTROL
 OO0512
 OO0512  NGVD 29 (??/??/92)  392.395  (m)         1287.38   (f) ADJ UNCH    1 2
 OO0512
 OO0512.Superseded values are not recommended for survey control.
 OO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0512.See file dsdata.txt to determine how the superseded data were derived.
 OO0512
 OO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ741366(NAD 83)
 OO0512
 OO0512_MARKER: DD = SURVEY DISK
 OO0512_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0512_SP_SET: BRIDGE ABUTMENT
 OO0512_STAMPING: 2480 BB 1969
 OO0512_MARK LOGO: MNHD  
 OO0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0512+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0512
 OO0512  HISTORY     - Date     Condition        Report By
 OO0512  HISTORY     - 1969     MONUMENTED       MNHD
 OO0512  HISTORY     - 1973     GOOD             MNDT
 OO0512  HISTORY     - 1980     GOOD             MNDT
 OO0512  HISTORY     - 1986     GOOD             USPSQD
 OO0512  HISTORY     - 19900907 GOOD             NGS
 OO0512  HISTORY     - 20000907 GOOD             MNDT
 OO0512
 OO0512                          STATION DESCRIPTION
 OO0512
 OO0512'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0512'1.9 MI NE FROM ALBERT LEA.
 OO0512'MARK IS LOCATED 1.9 MILES NORTHWEST OF THE JUNCTION OF T.H. 16 AND
 OO0512'T.H. 65 AT ALBERT LEA, 0.4 MILES EAST OF T.H. 65, IN THE SOUTHEAST
 OO0512'CORNER OF BRIDGE NO. 24808, FAI 90 EASTBOUND OVER FAI 35.  NW 1/4
 OO0512'SECTION 35, T 103N, R 21W.
 OO0512
 OO0512                          STATION RECOVERY (1973)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 1973
 OO0512'RECOVERED IN GOOD CONDITION.
 OO0512
 OO0512                          STATION RECOVERY (1980)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0512'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0512'MINN AND IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAYS 90 AND 35
 OO0512'NORTH OF ALBERT LEA AND IS IN THE NW 1/4 OF SECTION 35, T103N, R21W.
 OO0512'THE MARK IS 28.1 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE EASTBOUND
 OO0512'HIGHWAY 90 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO0512'BRIDGE NUMBER 24808 CARRYING HIGHWAY 90 OVER HIGHWAY 35.  THE MARK, A
 OO0512'STANDARD MNHD BENCH MARK DISK STAMPED---2480 BB 1969---, IS CEMENTED
 OO0512'IN A DRILL HOLE IN THE ABUTMENT.
 OO0512
 OO0512                          STATION RECOVERY (1986)
 OO0512
 OO0512'RECOVERY NOTE BY US POWER SQUADRON 1986 (RZ)
 OO0512'RECOVERED IN GOOD CONDITION.
 OO0512
 OO0512                          STATION RECOVERY (1990)
 OO0512
 OO0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0512'IN ALBERT LEA, AT THE INTERSECTION OF INTERSTATE HIGHWAYS 90 AND 35
 OO0512'(EXIT 159), IN TOP OF AND 1.9 M (6.2 FT) NORTHWEST OF THE SOUTHEAST
 OO0512'END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY 90
 OO0512'OVERPASS OF HIGHWAY 35, 17.2 M (56.4 FT) EAST OF THE CENTERLINE OF
 OO0512'THE NORTHBOUND LANES OF HIGHWAY 35, 8.5 M (27.9 FT) SOUTH OF THE
 OO0512'CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 90, AND 0.3 M (1.0 FT)
 OO0512'ABOVE THE LEVEL OF HIGHWAY 90.
 OO0512
 OO0512                          STATION RECOVERY (2000)
 OO0512
 OO0512'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0512'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1457 ***********************************************************************
 OO1457  DESIGNATION -  2480 C
 OO1457  PID         -  OO1457
 OO1457  STATE/COUNTY-  MN/FREEBORN
 OO1457  COUNTRY     -  US
 OO1457  USGS QUAD   -  GLENVILLE (1982)
 OO1457
 OO1457                         *CURRENT SURVEY CONTROL
 OO1457  ______________________________________________________________________
 OO1457* NAD 83(1986) POSITION- 43 32 08.2    (N) 093 21 16.7    (W)   HD_HELD2  
 OO1457* NAVD 88 ORTHO HEIGHT -   377.366  (meters)    1238.08  (feet) ADJUSTED  
 OO1457  ______________________________________________________________________
 OO1457  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1457  DYNAMIC HEIGHT  -        377.268 (meters)     1237.75  (feet) COMP
 OO1457  MODELED GRAVITY -    980,349.4   (mgal)                       NAVD 88
 OO1457
 OO1457  VERT ORDER      -  SECOND    CLASS I
 OO1457
 OO1457.The horizontal coordinates were established by autonomous hand held GPS
 OO1457.observations and have an estimated accuracy of +/- 10 meters.
 OO1457.
 OO1457.The orthometric height was determined by differential leveling and
 OO1457.adjusted in June 1991.
 OO1457
 OO1457.Photographs are available for this station.
 OO1457
 OO1457.The dynamic height is computed by dividing the NAVD 88
 OO1457.geopotential number by the normal gravity value computed on the
 OO1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1457.degrees latitude (g = 980.6199 gals.).
 OO1457
 OO1457.The modeled gravity was interpolated from observed gravity values.
 OO1457
 OO1457;                    North         East    Units  Estimated Accuracy
 OO1457;SPC MN S     -   159,720.      852,167.      MT  (+/- 10 meters HH2 GPS)
 OO1457
 OO1457                          SUPERSEDED SURVEY CONTROL
 OO1457
 OO1457.No superseded survey control is available for this station.
 OO1457
 OO1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7134620357(NAD 83)
 OO1457
 OO1457_MARKER: DB = BENCH MARK DISK
 OO1457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1457_SP_SET: BRIDGE ABUTMENT
 OO1457_STAMPING: 2480 C 1973
 OO1457_MARK LOGO: MNDT  
 OO1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1457
 OO1457  HISTORY     - Date     Condition        Report By
 OO1457  HISTORY     - 1973     MONUMENTED       MNDT
 OO1457  HISTORY     - 1980     GOOD             MNDT
 OO1457
 OO1457                          STATION DESCRIPTION
 OO1457
 OO1457'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1457'8 MI SOUTH FROM ALBERT LEA.
 OO1457'THE MARK IS LOCATED 5.5 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1457'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1457'HIGHWAY 35 MILE POINT 2.45 IN THE SE 1/4 OF SECTION 21, T101N, R21W.
 OO1457'THE MARK IS 26 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1457'HIGHWAY 35 CENTERLINE AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST
 OO1457'AND IS IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 24864
 OO1457'CARRYING NORTHBOUND HIGHWAY 35 OVER COUNTY ROAD 5.  THE MARK, A
 OO1457'STANDARD MNHD BENCH MARK DISK STAMPED---2480 C 1973---, IS CEMENTED
 OO1457'IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0578 ***********************************************************************
 OO0578  DESIGNATION -  2480 CC
 OO0578  PID         -  OO0578
 OO0578  STATE/COUNTY-  MN/FREEBORN
 OO0578  COUNTRY     -  US
 OO0578  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0578
 OO0578                         *CURRENT SURVEY CONTROL
 OO0578  ______________________________________________________________________
 OO0578* NAD 83(1986) POSITION- 43 41 41.3    (N) 093 19 09.1    (W)   HD_HELD2  
 OO0578* NAVD 88 ORTHO HEIGHT -   397.643  (meters)    1304.60  (feet) ADJUSTED  
 OO0578  ______________________________________________________________________
 OO0578  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 OO0578  DYNAMIC HEIGHT  -        397.551 (meters)     1304.30  (feet) COMP
 OO0578  MODELED GRAVITY -    980,376.2   (mgal)                       NAVD 88
 OO0578
 OO0578  VERT ORDER      -  SECOND    CLASS I
 OO0578
 OO0578.The horizontal coordinates were established by autonomous hand held GPS
 OO0578.observations and have an estimated accuracy of +/- 10 meters.
 OO0578.
 OO0578.The orthometric height was determined by differential leveling and
 OO0578.adjusted in July 2008.
 OO0578
 OO0578.The dynamic height is computed by dividing the NAVD 88
 OO0578.geopotential number by the normal gravity value computed on the
 OO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0578.degrees latitude (g = 980.6199 gals.).
 OO0578
 OO0578.The modeled gravity was interpolated from observed gravity values.
 OO0578
 OO0578;                    North         East    Units  Estimated Accuracy
 OO0578;SPC MN S     -   177,431.      854,884.      MT  (+/- 10 meters HH2 GPS)
 OO0578
 OO0578                          SUPERSEDED SURVEY CONTROL
 OO0578
 OO0578  NAVD 88 (06/15/91)  397.655  (m)         1304.64   (f) SUPERSEDED  2 0
 OO0578  NGVD 29 (??/??/92)  397.635  (m)         1304.57   (f) ADJ UNCH    2 0
 OO0578
 OO0578.Superseded values are not recommended for survey control.
 OO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0578.See file dsdata.txt to determine how the superseded data were derived.
 OO0578
 OO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7427838025(NAD 83)
 OO0578
 OO0578_MARKER: DD = SURVEY DISK
 OO0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0578_SP_SET: BRIDGE
 OO0578_STAMPING: 2480-CC 1969
 OO0578_MARK LOGO: MNHD  
 OO0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0578+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0578
 OO0578  HISTORY     - Date     Condition        Report By
 OO0578  HISTORY     - 1969     MONUMENTED       MNHD
 OO0578  HISTORY     - 1986     GOOD             USPSQD
 OO0578  HISTORY     - 20000907 GOOD             MNDT
 OO0578
 OO0578                          STATION DESCRIPTION
 OO0578
 OO0578'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0578'4.7 MI S FROM CLARKS GROVE.
 OO0578'MARK IS LOCATED 0.5 MILES EAST OF T.H. 65 AT CLARKS GROVE ALONG T.H.
 OO0578'251, THENCE SOUTH 4.7 MILES ALONG FAI 90, IN THE SOUTHEAST CORNER OF
 OO0578'BRIDGE NO. 24835, COUNTY ROAD 23 OVER FAI 35.  SW 1/4 SECTION 26, T
 OO0578'103N, R 21W.  NOTE-- MARK IS ALSO 0.7 MILES NORTH OF THE JUNCTION OF
 OO0578'FAI 90 AND FAI 35.
 OO0578
 OO0578                          STATION RECOVERY (1986)
 OO0578
 OO0578'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0578'RECOVERED IN GOOD CONDITION.
 OO0578
 OO0578                          STATION RECOVERY (2000)
 OO0578
 OO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0578'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 0.7 MI (1.1 KM) NORTH OF THE
 OO0578'JUNCTION OF FAI 90 AND FAI 35 NEAR ALBERT LEATHER, IN SOUTHEAST CORNER
 OO0578'OF COUNTY ROAD 23 BRIDGE 24835 OVER FAI 35, AT FAI 35 MILEPOST 13.25,
 OO0578'19.7 FT (6.0 M) SOUTH OF COUNTY ROAD 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1458 ***********************************************************************
 OO1458  DESIGNATION -  2480 D
 OO1458  PID         -  OO1458
 OO1458  STATE/COUNTY-  MN/FREEBORN
 OO1458  COUNTRY     -  US
 OO1458  USGS QUAD   -  GLENVILLE (1982)
 OO1458
 OO1458                         *CURRENT SURVEY CONTROL
 OO1458  ______________________________________________________________________
 OO1458* NAD 83(1986) POSITION- 43 32 20.     (N) 093 21 18.     (W)   SCALED    
 OO1458* NAVD 88 ORTHO HEIGHT -   371.983  (meters)    1220.41  (feet) ADJUSTED  
 OO1458  ______________________________________________________________________
 OO1458  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1458  DYNAMIC HEIGHT  -        371.886 (meters)     1220.10  (feet) COMP
 OO1458  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 OO1458
 OO1458  VERT ORDER      -  SECOND    CLASS I
 OO1458
 OO1458.The horizontal coordinates were scaled from a topographic map and have
 OO1458.an estimated accuracy of +/- 6 seconds.
 OO1458.
 OO1458.The orthometric height was determined by differential leveling and
 OO1458.adjusted in June 1991.
 OO1458
 OO1458.The dynamic height is computed by dividing the NAVD 88
 OO1458.geopotential number by the normal gravity value computed on the
 OO1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1458.degrees latitude (g = 980.6199 gals.).
 OO1458
 OO1458.The modeled gravity was interpolated from observed gravity values.
 OO1458
 OO1458;                    North         East    Units  Estimated Accuracy
 OO1458;SPC MN S     -   160,080.      852,140.      MT  (+/- 180 meters Scaled)
 OO1458
 OO1458                          SUPERSEDED SURVEY CONTROL
 OO1458
 OO1458.No superseded survey control is available for this station.
 OO1458
 OO1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ713207(NAD 83)
 OO1458
 OO1458_MARKER: DB = BENCH MARK DISK
 OO1458_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1458_SP_SET: BRIDGE ABUTMENT
 OO1458_STAMPING: 2480 D 1973
 OO1458_MARK LOGO: MNDT  
 OO1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1458
 OO1458  HISTORY     - Date     Condition        Report By
 OO1458  HISTORY     - 1973     MONUMENTED       MNDT
 OO1458  HISTORY     - 1980     GOOD             MNDT
 OO1458
 OO1458                          STATION DESCRIPTION
 OO1458
 OO1458'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1458'7.8 MI SOUTH FROM ALBERT LEA.
 OO1458'THE MARK IS LOCATED 5.2 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1458'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1458'HIGHWAY 35 MILE POINT 2.75 IN THE NE 1/4 OF SECTION 21, T101N, R21W.
 OO1458'THE MARK IS 37.9 FEET EAST OF AND ABOUT LEVEL WITH THE NORTHBOUND
 OO1458'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1458'BRIDGE NUMBER 24866 CARRYING NORTHBOUND HIGHWAY 35 OVER GOOSE CREEK.
 OO1458'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 D 1973---,
 OO1458'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1459 ***********************************************************************
 OO1459  DESIGNATION -  2480 E
 OO1459  PID         -  OO1459
 OO1459  STATE/COUNTY-  MN/FREEBORN
 OO1459  COUNTRY     -  US
 OO1459  USGS QUAD   -  GLENVILLE (1982)
 OO1459
 OO1459                         *CURRENT SURVEY CONTROL
 OO1459  ______________________________________________________________________
 OO1459* NAD 83(1986) POSITION- 43 32 54.     (N) 093 21 37.     (W)   SCALED    
 OO1459* NAVD 88 ORTHO HEIGHT -   380.539  (meters)    1248.48  (feet) ADJUSTED  
 OO1459  ______________________________________________________________________
 OO1459  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 OO1459  DYNAMIC HEIGHT  -        380.441 (meters)     1248.16  (feet) COMP
 OO1459  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 OO1459
 OO1459  VERT ORDER      -  SECOND    CLASS I
 OO1459
 OO1459.The horizontal coordinates were scaled from a topographic map and have
 OO1459.an estimated accuracy of +/- 6 seconds.
 OO1459.
 OO1459.The orthometric height was determined by differential leveling and
 OO1459.adjusted in June 1991.
 OO1459
 OO1459.The dynamic height is computed by dividing the NAVD 88
 OO1459.geopotential number by the normal gravity value computed on the
 OO1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1459.degrees latitude (g = 980.6199 gals.).
 OO1459
 OO1459.The modeled gravity was interpolated from observed gravity values.
 OO1459
 OO1459;                    North         East    Units  Estimated Accuracy
 OO1459;SPC MN S     -   161,130.      851,700.      MT  (+/- 180 meters Scaled)
 OO1459
 OO1459                          SUPERSEDED SURVEY CONTROL
 OO1459
 OO1459.No superseded survey control is available for this station.
 OO1459
 OO1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ708217(NAD 83)
 OO1459
 OO1459_MARKER: DB = BENCH MARK DISK
 OO1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1459_SP_SET: CONCRETE POST
 OO1459_STAMPING: 2480 E 1973
 OO1459_MARK LOGO: MNDT  
 OO1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1459+STABILITY: SURFACE MOTION
 OO1459
 OO1459  HISTORY     - Date     Condition        Report By
 OO1459  HISTORY     - 1973     MONUMENTED       MNDT
 OO1459  HISTORY     - 1980     GOOD             MNDT
 OO1459
 OO1459                          STATION DESCRIPTION
 OO1459
 OO1459'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1459'7.1 MI SOUTH FROM ALBERT LEA.
 OO1459'THE MARK IS LOCATED 4.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1459'ITS JUNCTION WITH TRUNK HIGHWAY 65 NEAR ALBERT LEA AND IS NEAR
 OO1459'HIGHWAY 35 MILE POINT 3.4 IN THE SW 1/4 OF SECTION 16, T101N, R21W.
 OO1459'THE MARK IS 138.5 FEET SOUTHWEST OF THE CENTER OF SOUTHBOUND HIGHWAY
 OO1459'35 STATIONING STENCIL 760, 120.2 FEET WEST OF AND 2 FEET HIGHER THAN
 OO1459'THE SOUTHBOUND HIGHWAY 35 CENTERLINE, 4.7 FEET EAST OF THE R/W FENCE,
 OO1459'0.9 FOOT EAST OF A R/W POST AND 1 FOOT NORTHEAST OF A STEEL WITNESS
 OO1459'POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 E
 OO1459'1973---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH
 OO1459'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1446 ***********************************************************************
 OO1446  DESIGNATION -  2480 F
 OO1446  PID         -  OO1446
 OO1446  STATE/COUNTY-  MN/FREEBORN
 OO1446  COUNTRY     -  US
 OO1446  USGS QUAD   -  GLENVILLE (1982)
 OO1446
 OO1446                         *CURRENT SURVEY CONTROL
 OO1446  ______________________________________________________________________
 OO1446* NAD 83(1986) POSITION- 43 34 30.     (N) 093 21 29.     (W)   SCALED    
 OO1446* NAVD 88 ORTHO HEIGHT -   389.533  (meters)    1277.99  (feet) ADJUSTED  
 OO1446  ______________________________________________________________________
 OO1446  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 OO1446  DYNAMIC HEIGHT  -        389.433 (meters)     1277.66  (feet) COMP
 OO1446  MODELED GRAVITY -    980,353.6   (mgal)                       NAVD 88
 OO1446
 OO1446  VERT ORDER      -  SECOND    CLASS I
 OO1446
 OO1446.The horizontal coordinates were scaled from a topographic map and have
 OO1446.an estimated accuracy of +/- 6 seconds.
 OO1446.
 OO1446.The orthometric height was determined by differential leveling and
 OO1446.adjusted in June 1991.
 OO1446
 OO1446.The dynamic height is computed by dividing the NAVD 88
 OO1446.geopotential number by the normal gravity value computed on the
 OO1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1446.degrees latitude (g = 980.6199 gals.).
 OO1446
 OO1446.The modeled gravity was interpolated from observed gravity values.
 OO1446
 OO1446;                    North         East    Units  Estimated Accuracy
 OO1446;SPC MN S     -   164,100.      851,860.      MT  (+/- 180 meters Scaled)
 OO1446
 OO1446                          SUPERSEDED SURVEY CONTROL
 OO1446
 OO1446.No superseded survey control is available for this station.
 OO1446
 OO1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ710247(NAD 83)
 OO1446
 OO1446_MARKER: DB = BENCH MARK DISK
 OO1446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1446_SP_SET: BRIDGE ABUTMENT
 OO1446_STAMPING: 2480 F 1973
 OO1446_MARK LOGO: MNDT  
 OO1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1446
 OO1446  HISTORY     - Date     Condition        Report By
 OO1446  HISTORY     - 1973     MONUMENTED       MNDT
 OO1446  HISTORY     - 1980     GOOD             MNDT
 OO1446
 OO1446                          STATION DESCRIPTION
 OO1446
 OO1446'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1446'5.3 MI SOUTH FROM ALBERT LEA.
 OO1446'THE MARK IS LOCATED 2.65 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1446'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1446'NEAR HIGHWAY 35 MILE POINT 5.25 IN THE SE 1/4 OF SECTION 4, T101N,
 OO1446'R21W.  THE MARK IS 26.6 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN THE
 OO1446'CENTERLINE OF COUNTY ROAD 13 IN THE ABUTMENT IN THE SOUTHEAST CORNER
 OO1446'OF BRIDGE NUMBER 24860 CARRYING COUNTY ROAD 13 OVER HIGHWAY 35.  THE
 OO1446'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 F 1973---, IS
 OO1446'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0572 ***********************************************************************
 OO0572  DESIGNATION -  2480 FF
 OO0572  PID         -  OO0572
 OO0572  STATE/COUNTY-  MN/FREEBORN
 OO0572  COUNTRY     -  US
 OO0572  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0572
 OO0572                         *CURRENT SURVEY CONTROL
 OO0572  ______________________________________________________________________
 OO0572* NAD 83(1986) POSITION- 43 44 01.     (N) 093 19 08.     (W)   SCALED    
 OO0572* NAVD 88 ORTHO HEIGHT -   392.913  (meters)    1289.08  (feet) ADJUSTED  
 OO0572  ______________________________________________________________________
 OO0572  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 OO0572  DYNAMIC HEIGHT  -        392.824 (meters)     1288.79  (feet) COMP
 OO0572  MODELED GRAVITY -    980,382.5   (mgal)                       NAVD 88
 OO0572
 OO0572  VERT ORDER      -  SECOND    CLASS 0
 OO0572
 OO0572.The horizontal coordinates were scaled from a topographic map and have
 OO0572.an estimated accuracy of +/- 6 seconds.
 OO0572.
 OO0572.The orthometric height was determined by differential leveling and
 OO0572.adjusted in June 1991.
 OO0572
 OO0572.The dynamic height is computed by dividing the NAVD 88
 OO0572.geopotential number by the normal gravity value computed on the
 OO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0572.degrees latitude (g = 980.6199 gals.).
 OO0572
 OO0572.The modeled gravity was interpolated from observed gravity values.
 OO0572
 OO0572;                    North         East    Units  Estimated Accuracy
 OO0572;SPC MN S     -   181,740.      854,870.      MT  (+/- 180 meters Scaled)
 OO0572
 OO0572                          SUPERSEDED SURVEY CONTROL
 OO0572
 OO0572  NGVD 29 (??/??/92)  392.897  (m)         1289.03   (f) ADJ UNCH    2 0
 OO0572
 OO0572.Superseded values are not recommended for survey control.
 OO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0572.See file dsdata.txt to determine how the superseded data were derived.
 OO0572
 OO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ743423(NAD 83)
 OO0572
 OO0572_MARKER: DD = SURVEY DISK
 OO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0572_STAMPING: 2480-FF 1969
 OO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0572+STABILITY: SURFACE MOTION
 OO0572
 OO0572  HISTORY     - Date     Condition        Report By
 OO0572  HISTORY     - 1969     MONUMENTED       MNDT
 OO0572
 OO0572                          STATION DESCRIPTION
 OO0572
 OO0572'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0572'2.0 MI S FROM CLARKS GROVE.
 OO0572'MARK IS LOCATED 0.5 MILES EAST OF T.H. 65 AT CLARKS GROVE, ALONG T.H.
 OO0572'261, THENCE 2.0 MILES SOUTH ALONG FAI 35, 0.7 MILES NORTH OF COUNTY
 OO0572'ROAD 25, 25 FEET WEST OF A TOWNSHIP ROAD CENTERLINE, OPPOSITE A
 OO0572'PRIVATE DRIVE EAST TO THE HANSON FARM, 2 FEET EAST OF A STEEL WITNESS
 OO0572'POST, ON THE EAST RIGHT OF WAY OF FAI 35, IN A 6 FOOT PRE-CAST
 OO0572'CONCRETE MONUMENT, BURIED ABOUT 1 FOOT BELOW GROUND.  SW 1/4 SECTION
 OO0572'11, T 103N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1437 ***********************************************************************
 OO1437  DESIGNATION -  2480 G
 OO1437  PID         -  OO1437
 OO1437  STATE/COUNTY-  MN/FREEBORN
 OO1437  COUNTRY     -  US
 OO1437  USGS QUAD   -  GLENVILLE (1982)
 OO1437
 OO1437                         *CURRENT SURVEY CONTROL
 OO1437  ______________________________________________________________________
 OO1437* NAD 83(1986) POSITION- 43 36 39.     (N) 093 20 29.     (W)   SCALED    
 OO1437* NAVD 88 ORTHO HEIGHT -   398.589  (meters)    1307.70  (feet) ADJUSTED  
 OO1437  ______________________________________________________________________
 OO1437  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 OO1437  DYNAMIC HEIGHT  -        398.491 (meters)     1307.38  (feet) COMP
 OO1437  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 OO1437
 OO1437  VERT ORDER      -  SECOND    CLASS I
 OO1437
 OO1437.The horizontal coordinates were scaled from a topographic map and have
 OO1437.an estimated accuracy of +/- 6 seconds.
 OO1437.
 OO1437.The orthometric height was determined by differential leveling and
 OO1437.adjusted in June 1991.
 OO1437
 OO1437.The dynamic height is computed by dividing the NAVD 88
 OO1437.geopotential number by the normal gravity value computed on the
 OO1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1437.degrees latitude (g = 980.6199 gals.).
 OO1437
 OO1437.The modeled gravity was interpolated from observed gravity values.
 OO1437
 OO1437;                    North         East    Units  Estimated Accuracy
 OO1437;SPC MN S     -   168,090.      853,170.      MT  (+/- 180 meters Scaled)
 OO1437
 OO1437                          SUPERSEDED SURVEY CONTROL
 OO1437
 OO1437.No superseded survey control is available for this station.
 OO1437
 OO1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ724287(NAD 83)
 OO1437
 OO1437_MARKER: DB = BENCH MARK DISK
 OO1437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1437_SP_SET: BRIDGE ABUTMENT
 OO1437_STAMPING: 2480 G 1973
 OO1437_MARK LOGO: MNDT  
 OO1437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1437
 OO1437  HISTORY     - Date     Condition        Report By
 OO1437  HISTORY     - 1973     MONUMENTED       MNDT
 OO1437  HISTORY     - 1980     GOOD             MNDT
 OO1437
 OO1437                          STATION DESCRIPTION
 OO1437
 OO1437'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1437'3.1 MI SE FROM ALBERT LEA.
 OO1437'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 35 WITH
 OO1437'TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS NEAR HIGHWAY 35 MILE
 OO1437'POINT 8 IN THE NW 1/4 OF SECTION 27, T102N, R21W.  THE MARK IS 33.8
 OO1437'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE NORTHBOUND HIGHWAY 35
 OO1437'CENTERLINE IN THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE
 OO1437'NUMBER 24826 CARRYING NORTHBOUND HIGHWAY 35 OVER HIGHWAY 65.  THE
 OO1437'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 G 1973---, IS
 OO1437'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0571 ***********************************************************************
 OO0571  DESIGNATION -  2480 GG
 OO0571  PID         -  OO0571
 OO0571  STATE/COUNTY-  MN/FREEBORN
 OO0571  COUNTRY     -  US
 OO0571  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0571
 OO0571                         *CURRENT SURVEY CONTROL
 OO0571  ______________________________________________________________________
 OO0571* NAD 83(1986) POSITION- 43 44 44.8    (N) 093 19 04.7    (W)   HD_HELD2  
 OO0571* NAVD 88 ORTHO HEIGHT -   404.054  (meters)    1325.63  (feet) ADJUSTED  
 OO0571  ______________________________________________________________________
 OO0571  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 OO0571  DYNAMIC HEIGHT  -        403.964 (meters)     1325.34  (feet) COMP
 OO0571  MODELED GRAVITY -    980,384.8   (mgal)                       NAVD 88
 OO0571
 OO0571  VERT ORDER      -  SECOND    CLASS I
 OO0571
 OO0571.The horizontal coordinates were established by autonomous hand held GPS
 OO0571.observations and have an estimated accuracy of +/- 10 meters.
 OO0571.
 OO0571.The orthometric height was determined by differential leveling and
 OO0571.adjusted in June 1991.
 OO0571
 OO0571.The dynamic height is computed by dividing the NAVD 88
 OO0571.geopotential number by the normal gravity value computed on the
 OO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0571.degrees latitude (g = 980.6199 gals.).
 OO0571
 OO0571.The modeled gravity was interpolated from observed gravity values.
 OO0571
 OO0571;                    North         East    Units  Estimated Accuracy
 OO0571;SPC MN S     -   183,095.      854,936.      MT  (+/- 10 meters HH2 GPS)
 OO0571
 OO0571                          SUPERSEDED SURVEY CONTROL
 OO0571
 OO0571  NGVD 29 (??/??/92)  404.038  (m)         1325.58   (f) ADJ UNCH    2 0
 OO0571
 OO0571.Superseded values are not recommended for survey control.
 OO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0571.See file dsdata.txt to determine how the superseded data were derived.
 OO0571
 OO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7439843686(NAD 83)
 OO0571
 OO0571_MARKER: DD = SURVEY DISK
 OO0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0571_STAMPING: 2480-GG 1969
 OO0571_MARK LOGO: MNHD  
 OO0571_PROJECTION: PROJECTING 8 CENTIMETERS
 OO0571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0571+STABILITY: SURFACE MOTION
 OO0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0571+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0571
 OO0571  HISTORY     - Date     Condition        Report By
 OO0571  HISTORY     - 1969     MONUMENTED       MNHD
 OO0571  HISTORY     - 20000907 GOOD             MNDT
 OO0571
 OO0571                          STATION DESCRIPTION
 OO0571
 OO0571'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0571'1.2 MI S FROM CLARKS GROVE.
 OO0571'MARK IS LOCATED 0.5 MILES EAST OF T.H. 65 AT CLARKS GROVE, ALONG T.H.
 OO0571'261, THENCE 1.2 MILES SOUTH ALONG FAI 35, 30 FEET NORTH OF A TOWNSHIP
 OO0571'ROAD CENTERLINE (DEAD-END) ALONG THE EAST RIGHT OF WAY OF FAI 35, 1
 OO0571'FOOT EAST OF STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 OO0571'MONUMENT PROJECTING ABOUT 3 INCHES ABOVE GROUND.  SW 1/4 SECTION 2, T
 OO0571'103N, R 21W.
 OO0571
 OO0571                          STATION RECOVERY (2000)
 OO0571
 OO0571'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0571'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 1.2 MI (1.9 KM) SOUTH ALONG
 OO0571'FAI 35 FROM THE JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, 4.3 MI
 OO0571'(6.9 KM) NORTH OF THE JUNCTION OF FAI 35 AND FAI 90, AT FAI 35
 OO0571'MILEPOST 17.55,
 OO0571' 
 OO0571'257 FT (78.3 M) EAST OF THE CENTERLINE OF NORTHBOUND FAI 35, 157.1 FT
 OO0571'(47.9 M) EAST OF RIGHT-OF-WAY FENCE, 30 FT (9.1 M) NORTH OF DEAD END
 OO0571'TOWNSHIP ROAD, 3.4 FT (1.0 M) SOUTH OF END OF A NORTH-SOUTH FENCE, 2.0
 OO0571'FT (0.6 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1435 ***********************************************************************
 OO1435  DESIGNATION -  2480 H
 OO1435  PID         -  OO1435
 OO1435  STATE/COUNTY-  MN/FREEBORN
 OO1435  COUNTRY     -  US
 OO1435  USGS QUAD   -  GLENVILLE (1982)
 OO1435
 OO1435                         *CURRENT SURVEY CONTROL
 OO1435  ______________________________________________________________________
 OO1435* NAD 83(1986) POSITION- 43 37 28.     (N) 093 19 52.     (W)   SCALED    
 OO1435* NAVD 88 ORTHO HEIGHT -   383.129  (meters)    1256.98  (feet) ADJUSTED  
 OO1435  ______________________________________________________________________
 OO1435  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 OO1435  DYNAMIC HEIGHT  -        383.036 (meters)     1256.68  (feet) COMP
 OO1435  MODELED GRAVITY -    980,364.6   (mgal)                       NAVD 88
 OO1435
 OO1435  VERT ORDER      -  SECOND    CLASS I
 OO1435
 OO1435.The horizontal coordinates were scaled from a topographic map and have
 OO1435.an estimated accuracy of +/- 6 seconds.
 OO1435.
 OO1435.The orthometric height was determined by differential leveling and
 OO1435.adjusted in June 1991.
 OO1435
 OO1435.The dynamic height is computed by dividing the NAVD 88
 OO1435.geopotential number by the normal gravity value computed on the
 OO1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1435.degrees latitude (g = 980.6199 gals.).
 OO1435
 OO1435.The modeled gravity was interpolated from observed gravity values.
 OO1435
 OO1435;                    North         East    Units  Estimated Accuracy
 OO1435;SPC MN S     -   169,610.      853,990.      MT  (+/- 180 meters Scaled)
 OO1435
 OO1435                          SUPERSEDED SURVEY CONTROL
 OO1435
 OO1435.No superseded survey control is available for this station.
 OO1435
 OO1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ732302(NAD 83)
 OO1435
 OO1435_MARKER: DB = BENCH MARK DISK
 OO1435_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1435_SP_SET: BRIDGE ABUTMENT
 OO1435_STAMPING: 2480 H 1973
 OO1435_MARK LOGO: MNDT  
 OO1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1435
 OO1435  HISTORY     - Date     Condition        Report By
 OO1435  HISTORY     - 1973     MONUMENTED       MNDT
 OO1435  HISTORY     - 1980     GOOD             MNDT
 OO1435
 OO1435                          STATION DESCRIPTION
 OO1435
 OO1435'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1435'2.8 MI SE FROM ALBERT LEA.
 OO1435'THE MARK IS LOCATED 1 MILE NORTH ALONG INTERSTATE HIGHWAY 35 FROM ITS
 OO1435'JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS NEAR
 OO1435'HIGHWAY 35 MILE POINT 9 IN THE NE 1/4 OF SECTION 22, T102N, R21W.
 OO1435'THE MARK IS 22.6 FEET SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 19
 OO1435'IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 24824
 OO1435'CARRYING COUNTY ROAD 19 OVER HIGHWAY 35.  THE MARK, A STANDARD MNHD
 OO1435'BENCH MARK DISK STAMPED---2480 H 1973---, IS CEMENTED IN A DRILL HOLE
 OO1435'IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0567 ***********************************************************************
 OO0567  DESIGNATION -  2480 HH
 OO0567  PID         -  OO0567
 OO0567  STATE/COUNTY-  MN/FREEBORN
 OO0567  COUNTRY     -  US
 OO0567  USGS QUAD   -  ELLENDALE (1967)
 OO0567
 OO0567                         *CURRENT SURVEY CONTROL
 OO0567  ______________________________________________________________________
 OO0567* NAD 83(1986) POSITION- 43 45 45.35   (N) 093 18 51.48   (W)   HD_HELD1  
 OO0567* NAVD 88 ORTHO HEIGHT -   398.580  (meters)    1307.67  (feet) ADJUSTED  
 OO0567  ______________________________________________________________________
 OO0567  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 OO0567  DYNAMIC HEIGHT  -        398.493 (meters)     1307.39  (feet) COMP
 OO0567  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 OO0567
 OO0567  VERT ORDER      -  SECOND    CLASS I
 OO0567
 OO0567.The horizontal coordinates were established by differentially corrected
 OO0567.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0567.
 OO0567.The orthometric height was determined by differential leveling and
 OO0567.adjusted in July 2008.
 OO0567
 OO0567.The dynamic height is computed by dividing the NAVD 88
 OO0567.geopotential number by the normal gravity value computed on the
 OO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0567.degrees latitude (g = 980.6199 gals.).
 OO0567
 OO0567.The modeled gravity was interpolated from observed gravity values.
 OO0567
 OO0567;                    North         East    Units  Estimated Accuracy
 OO0567;SPC MN S     -   184,966.3     855,215.8     MT  (+/- 3 meters HH1 GPS) 
 OO0567
 OO0567                          SUPERSEDED SURVEY CONTROL
 OO0567
 OO0567  NAVD 88 (06/15/91)  398.593  (m)         1307.72   (f) SUPERSEDED  2 0
 OO0567  NGVD 29 (??/??/92)  398.581  (m)         1307.68   (f) ADJ UNCH    2 0
 OO0567
 OO0567.Superseded values are not recommended for survey control.
 OO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0567.See file dsdata.txt to determine how the superseded data were derived.
 OO0567
 OO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7470145553(NAD 83)
 OO0567
 OO0567_MARKER: DD = SURVEY DISK
 OO0567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0567_SP_SET: BRIDGE
 OO0567_STAMPING: 2480-HH 1969
 OO0567_MARK LOGO: MNHD  
 OO0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0567+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0567
 OO0567  HISTORY     - Date     Condition        Report By
 OO0567  HISTORY     - 1969     MONUMENTED       MNHD
 OO0567  HISTORY     - 1986     GOOD             USPSQD
 OO0567  HISTORY     - 20000907 GOOD             MNDT
 OO0567
 OO0567                          STATION DESCRIPTION
 OO0567
 OO0567'DESCRIBED BY MN HIGHWAY DEPT 1969
 OO0567'0.5 MI E FROM CLARKS GROVE.
 OO0567'MARK IS LOCATED 0.5 MILES EAST OF THE JUNCTION OF T.H. 65 AND T.H. 251
 OO0567'AT CLARKS GROVE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24801, T.H. 251
 OO0567'OVER FAI 35.  SE 1/4 SECTION 35, T 104N, R 21W.
 OO0567
 OO0567                          STATION RECOVERY (1986)
 OO0567
 OO0567'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0567'RECOVERED IN GOOD CONDITION.
 OO0567
 OO0567                          STATION RECOVERY (2000)
 OO0567
 OO0567'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0567'A NEW DESCRIPTION FOLLOWS.  THE MARK IS AT THE JUNCTION OF TH 251 AND
 OO0567'FAI 35 AT CLARKS GROVE, IN SOUTHEAST CORNER OF TH 251 BRIDGE 24801
 OO0567'OVER FAI 35, AT FAI 35 MILEPOST 18.80.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1434 ***********************************************************************
 OO1434  DESIGNATION -  2480 J
 OO1434  PID         -  OO1434
 OO1434  STATE/COUNTY-  MN/FREEBORN
 OO1434  COUNTRY     -  US
 OO1434  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1434
 OO1434                         *CURRENT SURVEY CONTROL
 OO1434  ______________________________________________________________________
 OO1434* NAD 83(1986) POSITION- 43 37 33.     (N) 093 19 47.     (W)   SCALED    
 OO1434* NAVD 88 ORTHO HEIGHT -   375.503  (meters)    1231.96  (feet) ADJUSTED  
 OO1434  ______________________________________________________________________
 OO1434  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 OO1434  DYNAMIC HEIGHT  -        375.412 (meters)     1231.66  (feet) COMP
 OO1434  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 OO1434
 OO1434  VERT ORDER      -  SECOND    CLASS I
 OO1434
 OO1434.The horizontal coordinates were scaled from a topographic map and have
 OO1434.an estimated accuracy of +/- 6 seconds.
 OO1434.
 OO1434.The orthometric height was determined by differential leveling and
 OO1434.adjusted in June 1991.
 OO1434
 OO1434.The dynamic height is computed by dividing the NAVD 88
 OO1434.geopotential number by the normal gravity value computed on the
 OO1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1434.degrees latitude (g = 980.6199 gals.).
 OO1434
 OO1434.The modeled gravity was interpolated from observed gravity values.
 OO1434
 OO1434;                    North         East    Units  Estimated Accuracy
 OO1434;SPC MN S     -   169,760.      854,100.      MT  (+/- 180 meters Scaled)
 OO1434
 OO1434                          SUPERSEDED SURVEY CONTROL
 OO1434
 OO1434.No superseded survey control is available for this station.
 OO1434
 OO1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ733303(NAD 83)
 OO1434
 OO1434_MARKER: DB = BENCH MARK DISK
 OO1434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1434_SP_SET: BRIDGE ABUTMENT
 OO1434_STAMPING: 2480 J 1973
 OO1434_MARK LOGO: MNDT  
 OO1434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1434
 OO1434  HISTORY     - Date     Condition        Report By
 OO1434  HISTORY     - 1973     MONUMENTED       MNDT
 OO1434  HISTORY     - 1980     GOOD             MNDT
 OO1434
 OO1434                          STATION DESCRIPTION
 OO1434
 OO1434'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1434'2.8 MI SE FROM ALBERT LEA.
 OO1434'THE MARK IS LOCATED 1.15 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1434'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1434'NEAR HIGHWAY 35 MILE POINT 9.15 IN THE NE 1/4 OF SECTION 22, T102N,
 OO1434'R21W.  THE MARK IS 26.1 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE
 OO1434'NORTHBOUND HIGHWAY 35 CENTERLINE IN THE SOUTHEAST END OF THE
 OO1434'SOUTHWEST ABUTMENT OF BRIDGE NUMBER 24828 CARRYING NORTHBOUND HIGHWAY
 OO1434'35 OVER ALBERT LEA LAKE.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1434'STAMPED---2480 J 1973---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1434'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0565 ***********************************************************************
 OO0565  DESIGNATION -  2480 KK
 OO0565  PID         -  OO0565
 OO0565  STATE/COUNTY-  MN/FREEBORN
 OO0565  COUNTRY     -  US
 OO0565  USGS QUAD   -  ELLENDALE (1967)
 OO0565
 OO0565                         *CURRENT SURVEY CONTROL
 OO0565  ______________________________________________________________________
 OO0565* NAD 83(1986) POSITION- 43 46 28.     (N) 093 18 35.     (W)   SCALED    
 OO0565* NAVD 88 ORTHO HEIGHT -   377.392  (meters)    1238.16  (feet) ADJUSTED  
 OO0565  ______________________________________________________________________
 OO0565  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 OO0565  DYNAMIC HEIGHT  -        377.310 (meters)     1237.89  (feet) COMP
 OO0565  MODELED GRAVITY -    980,391.2   (mgal)                       NAVD 88
 OO0565
 OO0565  VERT ORDER      -  SECOND    CLASS 0
 OO0565
 OO0565.The horizontal coordinates were scaled from a topographic map and have
 OO0565.an estimated accuracy of +/- 6 seconds.
 OO0565.
 OO0565.The orthometric height was determined by differential leveling and
 OO0565.adjusted in June 1991.
 OO0565
 OO0565.The dynamic height is computed by dividing the NAVD 88
 OO0565.geopotential number by the normal gravity value computed on the
 OO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0565.degrees latitude (g = 980.6199 gals.).
 OO0565
 OO0565.The modeled gravity was interpolated from observed gravity values.
 OO0565
 OO0565;                    North         East    Units  Estimated Accuracy
 OO0565;SPC MN S     -   186,290.      855,570.      MT  (+/- 180 meters Scaled)
 OO0565
 OO0565                          SUPERSEDED SURVEY CONTROL
 OO0565
 OO0565  NGVD 29 (??/??/92)  377.382  (m)         1238.13   (f) ADJ UNCH    2 0
 OO0565
 OO0565.Superseded values are not recommended for survey control.
 OO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0565.See file dsdata.txt to determine how the superseded data were derived.
 OO0565
 OO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ750468(NAD 83)
 OO0565
 OO0565_MARKER: DD = SURVEY DISK
 OO0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0565_STAMPING: 2480-KK 1969
 OO0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0565+STABILITY: SURFACE MOTION
 OO0565
 OO0565  HISTORY     - Date     Condition        Report By
 OO0565  HISTORY     - 1969     MONUMENTED       MNDT
 OO0565  HISTORY     - 19991117 MARK NOT FOUND   MNDT
 OO0565
 OO0565                          STATION DESCRIPTION
 OO0565
 OO0565'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 OO0565'GEODETIC PERSONNEL SEARCHED FOR BUT COULD NOT FIND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1430 ***********************************************************************
 OO1430  DESIGNATION -  2480 L
 OO1430  PID         -  OO1430
 OO1430  STATE/COUNTY-  MN/FREEBORN
 OO1430  COUNTRY     -  US
 OO1430  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1430
 OO1430                         *CURRENT SURVEY CONTROL
 OO1430  ______________________________________________________________________
 OO1430* NAD 83(1986) POSITION- 43 38 53.0    (N) 093 19 21.6    (W)   HD_HELD2  
 OO1430* NAVD 88 ORTHO HEIGHT -   391.447  (meters)    1284.27  (feet) ADJUSTED  
 OO1430  ______________________________________________________________________
 OO1430  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 OO1430  DYNAMIC HEIGHT  -        391.354 (meters)     1283.97  (feet) COMP
 OO1430  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 OO1430
 OO1430  VERT ORDER      -  SECOND    CLASS I
 OO1430
 OO1430.The horizontal coordinates were established by autonomous hand held GPS
 OO1430.observations and have an estimated accuracy of +/- 10 meters.
 OO1430.
 OO1430.The orthometric height was determined by differential leveling and
 OO1430.adjusted in February 2009.
 OO1430
 OO1430.No vertical observational check was made to the station.
 OO1430
 OO1430.Photographs are available for this station.
 OO1430
 OO1430.The dynamic height is computed by dividing the NAVD 88
 OO1430.geopotential number by the normal gravity value computed on the
 OO1430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1430.degrees latitude (g = 980.6199 gals.).
 OO1430
 OO1430.The modeled gravity was interpolated from observed gravity values.
 OO1430
 OO1430;                    North         East    Units  Estimated Accuracy
 OO1430;SPC MN S     -   172,235.      854,648.      MT  (+/- 10 meters HH2 GPS)
 OO1430
 OO1430                          SUPERSEDED SURVEY CONTROL
 OO1430
 OO1430  NAVD 88 (06/15/91)  391.456  (m)         1284.30   (f) SUPERSEDED  2 1
 OO1430
 OO1430.Superseded values are not recommended for survey control.
 OO1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1430.See file dsdata.txt to determine how the superseded data were derived.
 OO1430
 OO1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7397832834(NAD 83)
 OO1430
 OO1430_MARKER: DB = BENCH MARK DISK
 OO1430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1430_SP_SET: BRIDGE ABUTMENT
 OO1430_STAMPING: 2480 L 1973
 OO1430_MARK LOGO: MNHD  
 OO1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1430+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 OO1430
 OO1430  HISTORY     - Date     Condition        Report By
 OO1430  HISTORY     - 1973     MONUMENTED       MNHD
 OO1430  HISTORY     - 1980     GOOD             MNDT
 OO1430  HISTORY     - 20051206 GOOD             MNDT
 OO1430
 OO1430                          STATION DESCRIPTION
 OO1430
 OO1430'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1430'2.7 MI EAST FROM ALBERT LEA.
 OO1430'THE MARK IS LOCATED 2.45 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1430'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1430'HIGHWAY 35 MILE POINT 10.75 IN THE SW 1/4 OF SECTION 11, T102N, R21W.
 OO1430'THE MARK IS 25.8 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1430'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1430'BRIDGE NUMBER 24830 CARRYING NORTHBOUND HIGHWAY 35 OVER THE RAILROAD.
 OO1430'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 L 1973---,
 OO1430'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1430
 OO1430                          STATION RECOVERY (2005)
 OO1430
 OO1430'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1430'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHWEST OF
 OO1430'GLENVILLE, 3.9 MI (6.3 KM) WEST OF HAYWARD AND 2.7 MI (4.3 KM) EAST OF
 OO1430'ALBERT LEATHER, AT INTERSTATE HIGHWAY 35 MILE POINT 10.75.
 OO1430' 
 OO1430'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90
 OO1430'GO 2.45 MI (3.9 KM) SOUTH ALONG INTERSTATE 35.
 OO1430' 
 OO1430'THE MARK IS IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35
 OO1430'BRIDGE NUMBER 24830 OVER A RAILROAD, 25.8 FT (7.9 M) EAST OF THE
 OO1430'NORTHBOUND INTERSTATE HIGHWAY 35 LANES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0564 ***********************************************************************
 OO0564  DESIGNATION -  2480 LL
 OO0564  PID         -  OO0564
 OO0564  STATE/COUNTY-  MN/FREEBORN
 OO0564  COUNTRY     -  US
 OO0564  USGS QUAD   -  ELLENDALE (1967)
 OO0564
 OO0564                         *CURRENT SURVEY CONTROL
 OO0564  ______________________________________________________________________
 OO0564* NAD 83(2007) POSITION- 43 47 21.41167(N) 093 18 32.58908(W)   ADJUSTED  
 OO0564* NAD 83(2007) ELLIP HT-   357.260 (meters)        (02/10/07)   ADJUSTED
 OO0564* NAD 83(2007) EPOCH   -  2002.00
 OO0564* NAVD 88 ORTHO HEIGHT -   386.257  (meters)    1267.24  (feet) ADJUSTED  
 OO0564  ______________________________________________________________________
 OO0564  NAD 83(2007) X  -   -266,210.873 (meters)                     COMP
 OO0564  NAD 83(2007) Y  - -4,604,277.815 (meters)                     COMP
 OO0564  NAD 83(2007) Z  -  4,391,467.049 (meters)                     COMP
 OO0564  LAPLACE CORR    -          4.36  (seconds)                    DEFLEC09
 OO0564  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 OO0564  DYNAMIC HEIGHT  -        386.174 (meters)     1266.97  (feet) COMP
 OO0564  MODELED GRAVITY -    980,394.0   (mgal)                       NAVD 88
 OO0564
 OO0564  VERT ORDER      -  SECOND    CLASS I
 OO0564
 OO0564  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0564  Type                                         Horiz  Ellip  Dist(km)
 OO0564  -------------------------------------------------------------------
 OO0564  NETWORK                                       0.69   0.92
 OO0564  -------------------------------------------------------------------
 OO0564  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.64   0.77      4.15
 OO0564  -------------------------------------------------------------------
 OO0564  NOTE: Click here for information on individual local accuracy
 OO0564  values and other accuracy information.
 OO0564
 OO0564
 OO0564.The horizontal coordinates were established by GPS observations
 OO0564.and adjusted by the National Geodetic Survey in February 2007.
 OO0564
 OO0564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0564.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0564
 OO0564.The horizontal coordinates are valid at the epoch date displayed above
 OO0564.which is a decimal equivalence of Year/Month/Day.
 OO0564
 OO0564.The orthometric height was determined by differential leveling and
 OO0564.adjusted in June 1991.
 OO0564
 OO0564.Photographs are available for this station.
 OO0564
 OO0564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0564
 OO0564.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0564
 OO0564.The ellipsoidal height was determined by GPS observations
 OO0564.and is referenced to NAD 83.
 OO0564
 OO0564.The dynamic height is computed by dividing the NAVD 88
 OO0564.geopotential number by the normal gravity value computed on the
 OO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0564.degrees latitude (g = 980.6199 gals.).
 OO0564
 OO0564.The modeled gravity was interpolated from observed gravity values.
 OO0564
 OO0564. The following values were computed from the NAD 83(2007) position.
 OO0564
 OO0564;                    North         East     Units Scale Factor Converg.
 OO0564;SPC MN S     -   187,934.550   855,613.293   MT  0.99999872   +0 29 03.5
 OO0564;SPC MN S     -   616,581.94  2,807,124.61   sFT  0.99999872   +0 29 03.5
 OO0564;UTM  15      - 4,848,515.589   475,134.458   MT  0.99960760   -0 12 49.9
 OO0564
 OO0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0564!SPC MN S     -   0.99994398  x   0.99999872  =   0.99994270
 OO0564!UTM  15      -   0.99994398  x   0.99960760  =   0.99955160
 OO0564
 OO0564                          SUPERSEDED SURVEY CONTROL
 OO0564
 OO0564  NAD 83(1996)-  43 47 21.41103(N)    093 18 32.58841(W) AD(       ) 1
 OO0564  ELLIP H (03/16/99)  357.327  (m)                       GP(       ) 4 1
 OO0564  NAD 83(1986)-  43 47 21.39805(N)    093 18 32.58595(W) AD(       ) 1
 OO0564  NAVD 88 (07/23/98)  386.26   (m)         1267.3    (f) LEVELING    3  
 OO0564  NGVD 29 (??/??/92)  386.246  (m)         1267.21   (f) ADJ UNCH    2 0
 OO0564
 OO0564.Superseded values are not recommended for survey control.
 OO0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0564.See file dsdata.txt to determine how the superseded data were derived.
 OO0564
 OO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7513448515(NAD 83)
 OO0564
 OO0564_MARKER: DB = BENCH MARK DISK
 OO0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0564_STAMPING: 2480 LL 1971
 OO0564_MARK LOGO: MNHD  
 OO0564_PROJECTION: RECESSED 8 CENTIMETERS
 OO0564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0564+STABILITY: SURFACE MOTION
 OO0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0564+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 OO0564
 OO0564  HISTORY     - Date     Condition        Report By
 OO0564  HISTORY     - 1971     MONUMENTED       MNHD
 OO0564  HISTORY     - 19920823 GOOD             MNDT
 OO0564  HISTORY     - 20000907 GOOD             MNDT
 OO0564  HISTORY     - 20080610 GOOD             MNDT
 OO0564  HISTORY     - 20080619 GOOD             MNDT
 OO0564
 OO0564                          STATION DESCRIPTION
 OO0564
 OO0564'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0564'1.8 MI N FROM CLARKS GROVE.
 OO0564'MARK IS LOCATED 1.8 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0564'35 AND T.H. 251 AT CLARKS GROVE, ABOUT 300 FEET WEST OF A TOWNSHIP
 OO0564'ROAD WEST (DEAD-END), 97 FEET WEST OF, AND 2 FEET LOWER THAN THE
 OO0564'CENTERLINE OF SOUTHBOUND FAI 35 AT MILE POINT 20.6 (STATION 1420+00),
 OO0564'2 FEET EAST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS
 OO0564'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0564'GROUND.  SW 1/4 SECTION 24, T 104N, R 21W.
 OO0564
 OO0564                          STATION RECOVERY (1992)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 OO0564'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0564
 OO0564                          STATION RECOVERY (2000)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0564'THE MARK IS 1.8 MI (2.9 KM) NORTH OF THE JUNCTION OF TH 251 AND FAI 35
 OO0564'AT CLARKS GROVE,
 OO0564' 
 OO0564'300 FT (91.4 M) WEST OF DEAD END TOWNSHIP ROAD EAST, 97 FT (29.6 M)
 OO0564'WEST OF SOUTHBOUND FAI 35 AT STATION 1420+00, AT FAI 35 MILEPOST 20.6,
 OO0564'2.0 FT (0.6 M) EAST OF RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A
 OO0564'WITNESS POST.
 OO0564
 OO0564                          STATION RECOVERY (2008)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0564'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST OF HARTLAND, 5.8 MI
 OO0564'(9.3 KM) SOUTH OF ELLENDALE AND 5.6 MI (9.0 KM) WEST-NORTHWEST OF
 OO0564'HOLLANDALE.
 OO0564' 
 OO0564'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) NORTH OF THE JUNCTION OF TRUNK
 OO0564'HIGHWAY 251 AND INTERSTATE HIGHWAY 35 AT CLARKS GROVE, AT INTERSTATE
 OO0564'HIGHWAY 35 MILE POINT 20.6, 300 FT (91.4 M) WEST OF DEAD END TOWNSHIP
 OO0564'ROAD WEST, 97 FT (29.6 M) WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35 AT
 OO0564'STATION 1420+00, 0.8 FT (0.2 M) EAST OF RIGHT OF WAY FENCE, 2.0 FT
 OO0564'(0.6 M) SOUTH OF A WITNESS POST.
 OO0564
 OO0564                          STATION RECOVERY (2008)
 OO0564
 OO0564'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 OO0564'2.0 MILES NORTHEAST OF CLARKS GROVE, 1.8 MILES NORTH ON INTERSTATE
 OO0564'HIGHWAY 35 FROM JUNCTION OF TRUNK HIGHWAY 251 AND INTERSTATE HIGHWAY
 OO0564'35, AT INTERSTATE HIGHWAY 35 MILEPOINT 20.6, 300 FEET WEST OF DEAD END
 OO0564'TOWNSHIP ROAD WEST, 97 FEET WEST OF SOUTHBOUND INTERSTATE HIGHWAY 35
 OO0564'AT STATION 1420+00, 0.8 FOOT EAST OF RIGHT-OF-WAY FENCE, 2.0 FEET
 OO0564'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1447 ***********************************************************************
 OO1447  DESIGNATION -  2480 M
 OO1447  PID         -  OO1447
 OO1447  STATE/COUNTY-  MN/FREEBORN
 OO1447  COUNTRY     -  US
 OO1447  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1447
 OO1447                         *CURRENT SURVEY CONTROL
 OO1447  ______________________________________________________________________
 OO1447* NAD 83(1986) POSITION- 43 38 55.     (N) 093 19 25.     (W)   SCALED    
 OO1447* NAVD 88 ORTHO HEIGHT -   382.579  (meters)    1255.18  (feet) ADJUSTED  
 OO1447  ______________________________________________________________________
 OO1447  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 OO1447  DYNAMIC HEIGHT  -        382.487 (meters)     1254.88  (feet) COMP
 OO1447  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OO1447
 OO1447  VERT ORDER      -  SECOND    CLASS I
 OO1447
 OO1447.The horizontal coordinates were scaled from a topographic map and have
 OO1447.an estimated accuracy of +/- 6 seconds.
 OO1447.
 OO1447.The orthometric height was determined by differential leveling and
 OO1447.adjusted in June 1991.
 OO1447
 OO1447.The dynamic height is computed by dividing the NAVD 88
 OO1447.geopotential number by the normal gravity value computed on the
 OO1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1447.degrees latitude (g = 980.6199 gals.).
 OO1447
 OO1447.The modeled gravity was interpolated from observed gravity values.
 OO1447
 OO1447;                    North         East    Units  Estimated Accuracy
 OO1447;SPC MN S     -   172,300.      854,570.      MT  (+/- 180 meters Scaled)
 OO1447
 OO1447                          SUPERSEDED SURVEY CONTROL
 OO1447
 OO1447.No superseded survey control is available for this station.
 OO1447
 OO1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ739328(NAD 83)
 OO1447
 OO1447_MARKER: DB = BENCH MARK DISK
 OO1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1447_SP_SET: CONCRETE POST
 OO1447_STAMPING: 2480 M 1973
 OO1447_MARK LOGO: MNDT  
 OO1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1447+STABILITY: SURFACE MOTION
 OO1447
 OO1447  HISTORY     - Date     Condition        Report By
 OO1447  HISTORY     - 1973     MONUMENTED       MNDT
 OO1447  HISTORY     - 1980     GOOD             MNDT
 OO1447
 OO1447                          STATION DESCRIPTION
 OO1447
 OO1447'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1447'2.5 MI EAST FROM ALBERT LEA.
 OO1447'THE MARK IS LOCATED 2.75 MILES NORTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1447'ITS JUNCTION WITH TRUNK HIGHWAY 65 SOUTHEAST OF ALBERT LEA AND IS
 OO1447'NEAR HIGHWAY 35 MILE POINT 10.75 NEAR THE RAILROAD CROSSING IN THE SW
 OO1447'1/4 OF SECTION 11, T102N, R21W.  THE MARK IS 198 FEET WEST OF THE
 OO1447'WEST EDGE OF THE HIGHWAY 35 SOUTHBOUND BRIDGE DECK, 110.4 FEET
 OO1447'NORTHWEST OF A WOOD R/W CORNER FENCE POST, 43 FEET NORTH OF AND 2
 OO1447'FEET HIGHER THAN THE NORTH RAIL OF THE RAILROAD, 6.3 FEET SOUTHEAST
 OO1447'OF THE SOUTH END POST ON A FENCE TO THE NORTH AND 0.8 FOOT SOUTH OF A
 OO1447'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1447'STAMPED---2480 M 1973---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OO1447'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0560 ***********************************************************************
 OO0560  DESIGNATION -  2480 MM
 OO0560  PID         -  OO0560
 OO0560  STATE/COUNTY-  MN/FREEBORN
 OO0560  COUNTRY     -  US
 OO0560  USGS QUAD   -  ELLENDALE (1967)
 OO0560
 OO0560                         *CURRENT SURVEY CONTROL
 OO0560  ______________________________________________________________________
 OO0560* NAD 83(1986) POSITION- 43 48 02.39   (N) 093 17 53.45   (W)   HD_HELD1  
 OO0560* NAVD 88 ORTHO HEIGHT -   380.313  (meters)    1247.74  (feet) ADJUSTED  
 OO0560  ______________________________________________________________________
 OO0560  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 OO0560  DYNAMIC HEIGHT  -        380.233 (meters)     1247.48  (feet) COMP
 OO0560  MODELED GRAVITY -    980,398.7   (mgal)                       NAVD 88
 OO0560
 OO0560  VERT ORDER      -  SECOND    CLASS I
 OO0560
 OO0560.The horizontal coordinates were established by differentially corrected
 OO0560.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0560.
 OO0560.The orthometric height was determined by differential leveling and
 OO0560.adjusted in July 2008.
 OO0560
 OO0560.The dynamic height is computed by dividing the NAVD 88
 OO0560.geopotential number by the normal gravity value computed on the
 OO0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0560.degrees latitude (g = 980.6199 gals.).
 OO0560
 OO0560.The modeled gravity was interpolated from observed gravity values.
 OO0560
 OO0560;                    North         East    Units  Estimated Accuracy
 OO0560;SPC MN S     -   189,206.7     856,477.5     MT  (+/- 3 meters HH1 GPS) 
 OO0560
 OO0560                          SUPERSEDED SURVEY CONTROL
 OO0560
 OO0560  NAVD 88 (06/15/91)  380.218  (m)         1247.43   (f) SUPERSEDED  2 0
 OO0560  NGVD 29 (??/??/92)  380.208  (m)         1247.40   (f) ADJ UNCH    2 0
 OO0560
 OO0560.Superseded values are not recommended for survey control.
 OO0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0560.See file dsdata.txt to determine how the superseded data were derived.
 OO0560
 OO0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7601349776(NAD 83)
 OO0560
 OO0560_MARKER: DD = SURVEY DISK
 OO0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0560_STAMPING: 2480-MM 1971
 OO0560_MARK LOGO: MNHD  
 OO0560_PROJECTION: PROJECTING 15 CENTIMETERS
 OO0560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0560+STABILITY: SURFACE MOTION
 OO0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0560+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0560
 OO0560  HISTORY     - Date     Condition        Report By
 OO0560  HISTORY     - 1971     MONUMENTED       MNHD
 OO0560  HISTORY     - 20000907 GOOD             MNDT
 OO0560
 OO0560                          STATION DESCRIPTION
 OO0560
 OO0560'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0560'2.7 MI N FROM CLARKS GROVE.
 OO0560'MARK IS LOCATED 2.7 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0560'35 AND T.H. 251 IN CLARKS GROVE, 1.25 MILES SOUTH OF COUNTY ROAD 35,
 OO0560'0.2 MILES NORTH OF AN EMERGENCY CROSSOVER, 96 FEET WEST OF, AND ABOUT
 OO0560'LEVEL WITH THE CENTERLINE OF SOUTHBOUND FAI 35 AT MILE POINT 21.6
 OO0560'(STATION 1470+00), 3 FEET WEST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST
 OO0560'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0560'PROJECTING 6 INCHES. ABOVE GROUND.  NE 1/4 SECTION 24, T 104N, R 21W.
 OO0560
 OO0560                          STATION RECOVERY (2000)
 OO0560
 OO0560'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0560'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 2.8 MI (4.5 KM) NORTH OF THE
 OO0560'JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, 1.25 MI (2.0 KM) SOUTH
 OO0560'OF COUNTY ROAD 35, 0.2 MI (0.3 KM) SOUTH OF EMERGENCY CROSSOVER,
 OO0560' 
 OO0560'96 FT (29.3 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1470+00, AT FAI 35
 OO0560'MILEPOST 21.6, 3.0 FT (0.9 M) EAST OF RIGHT-OF-WAY FENCE, 3.0 FT (0.9
 OO0560'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1429 ***********************************************************************
 OO1429  DESIGNATION -  2480 N
 OO1429  PID         -  OO1429
 OO1429  STATE/COUNTY-  MN/FREEBORN
 OO1429  COUNTRY     -  US
 OO1429  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1429
 OO1429                         *CURRENT SURVEY CONTROL
 OO1429  ______________________________________________________________________
 OO1429* NAD 83(1986) POSITION- 43 39 04.2    (N) 093 19 18.0    (W)   HD_HELD2  
 OO1429* NAVD 88 ORTHO HEIGHT -   390.159  (meters)    1280.05  (feet) ADJUSTED  
 OO1429  ______________________________________________________________________
 OO1429  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 OO1429  DYNAMIC HEIGHT  -        390.066 (meters)     1279.74  (feet) COMP
 OO1429  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 OO1429
 OO1429  VERT ORDER      -  SECOND    CLASS I
 OO1429
 OO1429.The horizontal coordinates were established by autonomous hand held GPS
 OO1429.observations and have an estimated accuracy of +/- 10 meters.
 OO1429.
 OO1429.The orthometric height was determined by differential leveling and
 OO1429.adjusted in June 1991.
 OO1429
 OO1429.Photographs are available for this station.
 OO1429
 OO1429.The dynamic height is computed by dividing the NAVD 88
 OO1429.geopotential number by the normal gravity value computed on the
 OO1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1429.degrees latitude (g = 980.6199 gals.).
 OO1429
 OO1429.The modeled gravity was interpolated from observed gravity values.
 OO1429
 OO1429;                    North         East    Units  Estimated Accuracy
 OO1429;SPC MN S     -   172,581.      854,725.      MT  (+/- 10 meters HH2 GPS)
 OO1429
 OO1429                          SUPERSEDED SURVEY CONTROL
 OO1429
 OO1429.No superseded survey control is available for this station.
 OO1429
 OO1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7406033180(NAD 83)
 OO1429
 OO1429_MARKER: DB = BENCH MARK DISK
 OO1429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1429_SP_SET: BRIDGE ABUTMENT
 OO1429_STAMPING: 2480 N 1973
 OO1429_MARK LOGO: MNHD  
 OO1429_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1429+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 OO1429
 OO1429  HISTORY     - Date     Condition        Report By
 OO1429  HISTORY     - 1973     MONUMENTED       MNHD
 OO1429  HISTORY     - 1980     GOOD             MNDT
 OO1429  HISTORY     - 20051206 GOOD             MNDT
 OO1429
 OO1429                          STATION DESCRIPTION
 OO1429
 OO1429'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1429'2.7 MI EAST FROM ALBERT LEA.
 OO1429'THE MARK IS LOCATED 2.25 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1429'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1429'HIGHWAY 35 MILE POINT 10.95 IN THE SW 1/4 OF SECTION 11, T102N, R21W.
 OO1429'THE MARK IS 26 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1429'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1429'BRIDGE NUMBER 24832 CARRYING NORTHBOUND HIGHWAY 35 OVER COUNTY ROAD
 OO1429'91.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2480 N
 OO1429'1973---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1429
 OO1429                          STATION RECOVERY (2005)
 OO1429
 OO1429'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1429'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF
 OO1429'GLENVILLE, 3.9 MI (6.3 KM) WEST OF HAYWARD AND 2.7 MI (4.3 KM) EAST OF
 OO1429'ALBERT LEATHER, AT INTERSTATE HIGHWAY 35 MILE POINT 10.95.
 OO1429' 
 OO1429'FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 AND INTERSTATE HIGHWAY 90
 OO1429'GO 2.25 MI (3.6 KM) SOUTH ALONG INTERSTATE 35.
 OO1429' 
 OO1429'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 OO1429'HIGHWAY 35 BRIDGE NUMBER 24832 OVER COUNTY ROAD 91, 26 FT (7.9 M) EAST
 OO1429'OF THE NORTHBOUND INTERSTATE HIGHWAY 35 LANES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0559 ***********************************************************************
 OO0559  DESIGNATION -  2480 NN
 OO0559  PID         -  OO0559
 OO0559  STATE/COUNTY-  MN/FREEBORN
 OO0559  COUNTRY     -  US
 OO0559  USGS QUAD   -  ELLENDALE (1967)
 OO0559
 OO0559                         *CURRENT SURVEY CONTROL
 OO0559  ______________________________________________________________________
 OO0559* NAD 83(1986) POSITION- 43 48 36.83   (N) 093 17 18.10   (W)   HD_HELD1  
 OO0559* NAVD 88 ORTHO HEIGHT -   386.651  (meters)    1268.54  (feet) ADJUSTED  
 OO0559  ______________________________________________________________________
 OO0559  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 OO0559  DYNAMIC HEIGHT  -        386.571 (meters)     1268.28  (feet) COMP
 OO0559  MODELED GRAVITY -    980,401.5   (mgal)                       NAVD 88
 OO0559
 OO0559  VERT ORDER      -  SECOND    CLASS I
 OO0559
 OO0559.The horizontal coordinates were established by differentially corrected
 OO0559.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0559.
 OO0559.The orthometric height was determined by differential leveling and
 OO0559.adjusted in June 1991.
 OO0559
 OO0559.The dynamic height is computed by dividing the NAVD 88
 OO0559.geopotential number by the normal gravity value computed on the
 OO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0559.degrees latitude (g = 980.6199 gals.).
 OO0559
 OO0559.The modeled gravity was interpolated from observed gravity values.
 OO0559
 OO0559;                    North         East    Units  Estimated Accuracy
 OO0559;SPC MN S     -   190,276.4     857,258.4     MT  (+/- 3 meters HH1 GPS) 
 OO0559
 OO0559                          SUPERSEDED SURVEY CONTROL
 OO0559
 OO0559  NGVD 29 (??/??/92)  386.641  (m)         1268.50   (f) ADJ UNCH    2 0
 OO0559
 OO0559.Superseded values are not recommended for survey control.
 OO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0559.See file dsdata.txt to determine how the superseded data were derived.
 OO0559
 OO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7680750836(NAD 83)
 OO0559
 OO0559_MARKER: DD = SURVEY DISK
 OO0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0559_STAMPING: 2480-NN 1971
 OO0559_MARK LOGO: MNHD  
 OO0559_PROJECTION: FLUSH
 OO0559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0559+STABILITY: SURFACE MOTION
 OO0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0559+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0559
 OO0559  HISTORY     - Date     Condition        Report By
 OO0559  HISTORY     - 1971     MONUMENTED       MNHD
 OO0559  HISTORY     - 20000907 GOOD             MNDT
 OO0559
 OO0559                          STATION DESCRIPTION
 OO0559
 OO0559'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0559'3.4 MI N FROM CLARKS GROVE.
 OO0559'MARK IS LOCATED 3.4 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0559'35 AND T.H. 251 AT CLARKS GROVE, 0.6 MILES SOUTH OF COUNTY ROAD 35, 95
 OO0559'FEET EAST OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF NORTHBOUND FAI
 OO0559'35 AT MILE POINT 22.4 (STATION 1514+00), 1 FOOT WEST OF A STEEL
 OO0559'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0559'THE GROUND.  SW 1/4 SECTION 18, T 104N, R 20W.
 OO0559
 OO0559                          STATION RECOVERY (2000)
 OO0559
 OO0559'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0559'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 3.6 MI (5.8 KM) NORTH OF THE
 OO0559'JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI 35 MILEPOST
 OO0559'22.4, 0.6 MI (1.0 KM) SOUTH OF COUNTY ROAD 35,
 OO0559' 
 OO0559'95 FT (29.0 M) EAST OF NORTHBOUND FAI 35 AT STATION 1514+00, 0.5 FT
 OO0559'(0.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1428 ***********************************************************************
 OO1428  DESIGNATION -  2480 P
 OO1428  PID         -  OO1428
 OO1428  STATE/COUNTY-  MN/FREEBORN
 OO1428  COUNTRY     -  US
 OO1428  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO1428
 OO1428                         *CURRENT SURVEY CONTROL
 OO1428  ______________________________________________________________________
 OO1428* NAD 83(1986) POSITION- 43 39 30.8    (N) 093 19 09.8    (W)   HD_HELD2  
 OO1428* NAVD 88 ORTHO HEIGHT -   386.894  (meters)    1269.33  (feet) ADJUSTED  
 OO1428  ______________________________________________________________________
 OO1428  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 OO1428  DYNAMIC HEIGHT  -        386.802 (meters)     1269.03  (feet) COMP
 OO1428  MODELED GRAVITY -    980,371.2   (mgal)                       NAVD 88
 OO1428
 OO1428  VERT ORDER      -  SECOND    CLASS I
 OO1428
 OO1428.The horizontal coordinates were established by autonomous hand held GPS
 OO1428.observations and have an estimated accuracy of +/- 10 meters.
 OO1428.
 OO1428.The orthometric height was determined by differential leveling and
 OO1428.adjusted in June 1991.
 OO1428
 OO1428.Photographs are available for this station.
 OO1428
 OO1428.The dynamic height is computed by dividing the NAVD 88
 OO1428.geopotential number by the normal gravity value computed on the
 OO1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1428.degrees latitude (g = 980.6199 gals.).
 OO1428
 OO1428.The modeled gravity was interpolated from observed gravity values.
 OO1428
 OO1428;                    North         East    Units  Estimated Accuracy
 OO1428;SPC MN S     -   173,403.      854,902.      MT  (+/- 10 meters HH2 GPS)
 OO1428
 OO1428                          SUPERSEDED SURVEY CONTROL
 OO1428
 OO1428.No superseded survey control is available for this station.
 OO1428
 OO1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7424634000(NAD 83)
 OO1428
 OO1428_MARKER: DB = BENCH MARK DISK
 OO1428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1428_SP_SET: BRIDGE ABUTMENT
 OO1428_STAMPING: 2480 P 1973
 OO1428_MARK LOGO: MNDT  
 OO1428_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1428+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2006
 OO1428
 OO1428  HISTORY     - Date     Condition        Report By
 OO1428  HISTORY     - 1973     MONUMENTED       MNDT
 OO1428  HISTORY     - 1980     GOOD             MNDT
 OO1428  HISTORY     - 20061205 GOOD             MNDT
 OO1428
 OO1428                          STATION DESCRIPTION
 OO1428
 OO1428'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1428'2.8 MI WNW FROM ALBERT LEA.
 OO1428'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG INTERSTATE HIGHWAY 35 FROM
 OO1428'ITS JUNCTION WITH INTERSTATE HIGHWAY 90 NEAR ALBERT LEA AND IS NEAR
 OO1428'HIGHWAY 35 MILE POINT 11.5 IN THE SW 1/4 OF SECTION 2, T102N, R21W.
 OO1428'THE MARK IS 26 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE NORTHBOUND
 OO1428'HIGHWAY 35 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OO1428'BRIDGE NUMBER 24834 CARRYING HIGHWAY 35 NORTHBOUND OVER COUNTY ROAD
 OO1428'46 WHICH WAS OLD HIGHWAY 16.  THE MARK, A STANDARD MNHD BENCH MARK
 OO1428'DISK STAMPED---2480 P 1973---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1428'ABUTMENT.
 OO1428
 OO1428                          STATION RECOVERY (2006)
 OO1428
 OO1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OO1428'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0558 ***********************************************************************
 OO0558  DESIGNATION -  2480 PP
 OO0558  PID         -  OO0558
 OO0558  STATE/COUNTY-  MN/FREEBORN
 OO0558  COUNTRY     -  US
 OO0558  USGS QUAD   -  ELLENDALE (1967)
 OO0558
 OO0558                         *CURRENT SURVEY CONTROL
 OO0558  ______________________________________________________________________
 OO0558* NAD 83(1986) POSITION- 43 49 05.66   (N) 093 17 18.39   (W)   HD_HELD1  
 OO0558* NAVD 88 ORTHO HEIGHT -   389.655  (meters)    1278.39  (feet) ADJUSTED  
 OO0558  ______________________________________________________________________
 OO0558  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 OO0558  DYNAMIC HEIGHT  -        389.576 (meters)     1278.13  (feet) COMP
 OO0558  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 OO0558
 OO0558  VERT ORDER      -  SECOND    CLASS I
 OO0558
 OO0558.The horizontal coordinates were established by differentially corrected
 OO0558.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0558.
 OO0558.The orthometric height was determined by differential leveling and
 OO0558.adjusted in July 2008.
 OO0558
 OO0558.The dynamic height is computed by dividing the NAVD 88
 OO0558.geopotential number by the normal gravity value computed on the
 OO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0558.degrees latitude (g = 980.6199 gals.).
 OO0558
 OO0558.The modeled gravity was interpolated from observed gravity values.
 OO0558
 OO0558;                    North         East    Units  Estimated Accuracy
 OO0558;SPC MN S     -   191,166.1     857,244.2     MT  (+/- 3 meters HH1 GPS) 
 OO0558
 OO0558                          SUPERSEDED SURVEY CONTROL
 OO0558
 OO0558  NAVD 88 (06/15/91)  389.651  (m)         1278.38   (f) SUPERSEDED  2 0
 OO0558  NGVD 29 (??/??/92)  389.641  (m)         1278.35   (f) ADJ UNCH    2 0
 OO0558
 OO0558.Superseded values are not recommended for survey control.
 OO0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0558.See file dsdata.txt to determine how the superseded data were derived.
 OO0558
 OO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7680351725(NAD 83)
 OO0558
 OO0558_MARKER: DD = SURVEY DISK
 OO0558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0558_SP_SET: BRIDGE ABUTMENT
 OO0558_STAMPING: 2480 PP 1971
 OO0558_MARK LOGO: MNHD  
 OO0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0558+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0558
 OO0558  HISTORY     - Date     Condition        Report By
 OO0558  HISTORY     - 1971     MONUMENTED       MNHD
 OO0558  HISTORY     - 1986     GOOD             USPSQD
 OO0558  HISTORY     - 20000907 GOOD             MNDT
 OO0558  HISTORY     - 20090206 GOOD             MNDT
 OO0558
 OO0558                          STATION DESCRIPTION
 OO0558
 OO0558'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0558'4.0 MI N FROM CLARKS GROVE.
 OO0558'MARK IS LOCATED 4.0 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0558'35 AND T.H. 251 AT CLARKS GROVE, 2.0 MILES SOUTH OF THE FREEBORN -
 OO0558'STEELE COUNTY LINE, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24805,
 OO0558'COUNTY ROAD 35 OVER FAI 35 (MILE POINT 22.9).  NW 1/4 SECTION 18, T
 OO0558'104N, R 20W.
 OO0558
 OO0558                          STATION RECOVERY (1986)
 OO0558
 OO0558'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 OO0558'RECOVERED IN GOOD CONDITION.
 OO0558
 OO0558                          STATION RECOVERY (2000)
 OO0558
 OO0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0558'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 4.2 MI (6.8 KM) NORTH ALONG
 OO0558'FAI 35 FROM THE JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI
 OO0558'35 MILEPOST 22.5, 2.0 MI (3.2 KM) SOUTH OF FREEBORN-STEELE COUNTY
 OO0558'LINE, IN SOUTHEAST CORNER OF COUNTY ROAD 35 BRIDGE 24805 OVER FAI 35.
 OO0558
 OO0558                          STATION RECOVERY (2009)
 OO0558
 OO0558'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DS)
 OO0558'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH OF HOPE, 5.8 MI
 OO0558'(9.3 KM) NORTHWEST OF HOLLANDALE AND 3.8 MI (6.1 KM) SOUTH OF
 OO0558'ELLENDALE.
 OO0558' 
 OO0558'TO REACH TO THE MARK AT INTERSTATE HIGHWAY 35 MILE POINT 22.9, 2.0 MI
 OO0558'(3.2 KM) SOUTH OF FREEBORN-STEELE COUNTY LINE, IN SOUTHEAST CORNER OF
 OO0558'COUNTY ROAD 35 BRIDGE 24805 OVER INTERSTATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3890 ***********************************************************************
 DK3890  DESIGNATION -  2480 Q
 DK3890  PID         -  DK3890
 DK3890  STATE/COUNTY-  MN/FREEBORN
 DK3890  COUNTRY     -  US
 DK3890  USGS QUAD   -  ALBERT LEA EAST (1982)
 DK3890
 DK3890                         *CURRENT SURVEY CONTROL
 DK3890  ______________________________________________________________________
 DK3890* NAD 83(1986) POSITION- 43 43 25.8    (N) 093 19 21.1    (W)   HD_HELD2  
 DK3890* NAVD 88 ORTHO HEIGHT -   393.754  (meters)    1291.84  (feet) ADJUSTED  
 DK3890  ______________________________________________________________________
 DK3890  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 DK3890  DYNAMIC HEIGHT  -        393.664 (meters)     1291.55  (feet) COMP
 DK3890  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 DK3890
 DK3890  VERT ORDER      -  SECOND    CLASS I
 DK3890
 DK3890.The horizontal coordinates were established by autonomous hand held GPS
 DK3890.observations and have an estimated accuracy of +/- 10 meters.
 DK3890.
 DK3890.The orthometric height was determined by differential leveling and
 DK3890.adjusted in July 2008.
 DK3890
 DK3890.The dynamic height is computed by dividing the NAVD 88
 DK3890.geopotential number by the normal gravity value computed on the
 DK3890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3890.degrees latitude (g = 980.6199 gals.).
 DK3890
 DK3890.The modeled gravity was interpolated from observed gravity values.
 DK3890
 DK3890;                    North         East    Units  Estimated Accuracy
 DK3890;SPC MN S     -   180,654.      854,589.      MT  (+/- 10 meters HH2 GPS)
 DK3890
 DK3890                          SUPERSEDED SURVEY CONTROL
 DK3890
 DK3890.No superseded survey control is available for this station.
 DK3890
 DK3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7402141250(NAD 83)
 DK3890
 DK3890_MARKER: DB = BENCH MARK DISK
 DK3890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3890_SP_SET: BRIDGE ABUTMENT
 DK3890_STAMPING: 2480 Q 1999
 DK3890_MARK LOGO: MNDT  
 DK3890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3890+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2000
 DK3890
 DK3890  HISTORY     - Date     Condition        Report By
 DK3890  HISTORY     - 1968     MONUMENTED       MNDT
 DK3890  HISTORY     - 20000703 GOOD             MNDT
 DK3890
 DK3890                          STATION DESCRIPTION
 DK3890
 DK3890'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DK3890'THE MARK IS 2.8 MI (4.5 KM) SOUTHEAST OF CLARKS GROVE, (OR 5.5 MI (8.8
 DK3890'KM) NORTH-NORTHEAST OF ALBERT LEA), 2.7 MI (4.3 KM) NORTH ALONG FAI 35
 DK3890'FROM THE JUNCTION OF FAI 35 AND FAI 90, AT FAI 35 MILEPOST 16.05, IN
 DK3890'ABUT AT SOUTHEAST CORNER OF COUNTY ROAD 25 BRIDGE NO 24836 OVER FAI
 DK3890'35, 18.7 FT (5.7 M) SOUTH OF COUNTY ROAD 25.  DISK SET IN BRIDGE WHEN
 DK3890'BUILT IN 1968 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0557 ***********************************************************************
 OO0557  DESIGNATION -  2480 QQ
 OO0557  PID         -  OO0557
 OO0557  STATE/COUNTY-  MN/FREEBORN
 OO0557  COUNTRY     -  US
 OO0557  USGS QUAD   -  ELLENDALE (1967)
 OO0557
 OO0557                         *CURRENT SURVEY CONTROL
 OO0557  ______________________________________________________________________
 OO0557* NAD 83(1986) POSITION- 43 49 19.17   (N) 093 17 18.58   (W)   HD_HELD1  
 OO0557* NAVD 88 ORTHO HEIGHT -   375.503  (meters)    1231.96  (feet) ADJUSTED  
 OO0557  ______________________________________________________________________
 OO0557  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 OO0557  DYNAMIC HEIGHT  -        375.426 (meters)     1231.71  (feet) COMP
 OO0557  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OO0557
 OO0557  VERT ORDER      -  SECOND    CLASS I
 OO0557
 OO0557.The horizontal coordinates were established by differentially corrected
 OO0557.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0557.
 OO0557.The orthometric height was determined by differential leveling and
 OO0557.adjusted in July 2008.
 OO0557
 OO0557.The dynamic height is computed by dividing the NAVD 88
 OO0557.geopotential number by the normal gravity value computed on the
 OO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0557.degrees latitude (g = 980.6199 gals.).
 OO0557
 OO0557.The modeled gravity was interpolated from observed gravity values.
 OO0557
 OO0557;                    North         East    Units  Estimated Accuracy
 OO0557;SPC MN S     -   191,583.0     857,236.3     MT  (+/- 3 meters HH1 GPS) 
 OO0557
 OO0557                          SUPERSEDED SURVEY CONTROL
 OO0557
 OO0557  NAVD 88 (06/15/91)  375.505  (m)         1231.97   (f) SUPERSEDED  2 0
 OO0557  NGVD 29 (??/??/92)  375.495  (m)         1231.94   (f) ADJ UNCH    2 0
 OO0557
 OO0557.Superseded values are not recommended for survey control.
 OO0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0557.See file dsdata.txt to determine how the superseded data were derived.
 OO0557
 OO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7680152142(NAD 83)
 OO0557
 OO0557_MARKER: DD = SURVEY DISK
 OO0557_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0557_SP_SET: BOX CULVERT
 OO0557_STAMPING: 2480-QQ 1971
 OO0557_MARK LOGO: MNHD  
 OO0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0557+STABILITY: SURFACE MOTION
 OO0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0557+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0557
 OO0557  HISTORY     - Date     Condition        Report By
 OO0557  HISTORY     - 1971     MONUMENTED       MNHD
 OO0557  HISTORY     - 20000907 GOOD             MNDT
 OO0557
 OO0557                          STATION DESCRIPTION
 OO0557
 OO0557'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0557'4.3 MI N FROM CLARKS GROVE.
 OO0557'MARK IS LOCATED 4.3 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0557'35 AND T.H. 251 AT CLARKS GROVE, 0.25 MILES NORTH OF COUNTY ROAD 35,
 OO0557'50 FEET EAST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF NORTHBOUND
 OO0557'FAI 35 AT MILE POINT 23.2 (STATION 1556+50), IN THE SOUTHEAST CORNER
 OO0557'OF A BOX CULVERT UNDER FAI 35 AT A CREEK.  SW 1/4 SECTION 7, T 104N, R
 OO0557'20W.
 OO0557
 OO0557                          STATION RECOVERY (2000)
 OO0557
 OO0557'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0557'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 4.45 MI (7.2 KM) NORTH ALONG
 OO0557'FAI 35 FROM THE JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI
 OO0557'35 MILEPOST 23.2, 0.25 MI (0.4 KM) NORTH OF COUNTY ROAD 35, 50 FT
 OO0557'(15.2 M) EAST OF NORTHBOUND FAI 35 AT STATION 1556+50, IN SOUTHEAST
 OO0557'CORNER OF BOX CULVERT UNDER FAI 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3891 ***********************************************************************
 DK3891  DESIGNATION -  2480 R
 DK3891  PID         -  DK3891
 DK3891  STATE/COUNTY-  MN/FREEBORN
 DK3891  COUNTRY     -  US
 DK3891  USGS QUAD   -  ALBERT LEA EAST (1982)
 DK3891
 DK3891                         *CURRENT SURVEY CONTROL
 DK3891  ______________________________________________________________________
 DK3891* NAD 83(1986) POSITION- 43 42 46.9    (N) 093 19 09.3    (W)   HD_HELD2  
 DK3891* NAVD 88 ORTHO HEIGHT -   391.191  (meters)    1283.43  (feet) ADJUSTED  
 DK3891  ______________________________________________________________________
 DK3891  GEOID HEIGHT    -        -29.11  (meters)                     GEOID09
 DK3891  DYNAMIC HEIGHT  -        391.102 (meters)     1283.14  (feet) COMP
 DK3891  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 DK3891
 DK3891  VERT ORDER      -  SECOND    CLASS I
 DK3891
 DK3891.The horizontal coordinates were established by autonomous hand held GPS
 DK3891.observations and have an estimated accuracy of +/- 10 meters.
 DK3891.
 DK3891.The orthometric height was determined by differential leveling and
 DK3891.adjusted in July 2008.
 DK3891
 DK3891.The dynamic height is computed by dividing the NAVD 88
 DK3891.geopotential number by the normal gravity value computed on the
 DK3891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3891.degrees latitude (g = 980.6199 gals.).
 DK3891
 DK3891.The modeled gravity was interpolated from observed gravity values.
 DK3891
 DK3891;                    North         East    Units  Estimated Accuracy
 DK3891;SPC MN S     -   179,456.      854,863.      MT  (+/- 10 meters HH2 GPS)
 DK3891
 DK3891                          SUPERSEDED SURVEY CONTROL
 DK3891
 DK3891.No superseded survey control is available for this station.
 DK3891
 DK3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7428140049(NAD 83)
 DK3891
 DK3891_MARKER: DB = BENCH MARK DISK
 DK3891_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK3891_STAMPING: 2480 R 1999
 DK3891_MARK LOGO: MNDT  
 DK3891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK3891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3891+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 DK3891
 DK3891  HISTORY     - Date     Condition        Report By
 DK3891  HISTORY     - 1971     MONUMENTED       MNDT
 DK3891  HISTORY     - 20000907 GOOD             MNDT
 DK3891
 DK3891                          STATION DESCRIPTION
 DK3891
 DK3891'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DK3891'THE MARK IS 3.5 MI (5.6 KM) SOUTHEAST OF CLARKS GROVE, (OR 5.0 MI (8.0
 DK3891'KM) NORTH-NORTHEAST OF ALBERT LEA), 2.0 MI (3.2 KM) NORTH ALONG FAI 35
 DK3891'FROM THE JUNCTION OF FAI 35 AND FAI 90, AT FAI 35 MILEPOST 15.3,
 DK3891' 
 DK3891'35.0 FT (10.7 M) WEST OF FRONTAGE ROAD, 103.0 FT (31.4 M) EAST OF
 DK3891'NORTHBOUND FAI 35, 81.1 FT (24.7 M) NORTHWEST OF A POWER POLE, 0.7 FT
 DK3891'(0.2 M) WEST OF A WITNESS POST.  DISK SET IN MONUMENT WHEN SET IN 1971
 DK3891'THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0556 ***********************************************************************
 OO0556  DESIGNATION -  2480 RR
 OO0556  PID         -  OO0556
 OO0556  STATE/COUNTY-  MN/FREEBORN
 OO0556  COUNTRY     -  US
 OO0556  USGS QUAD   -  ELLENDALE (1967)
 OO0556
 OO0556                         *CURRENT SURVEY CONTROL
 OO0556  ______________________________________________________________________
 OO0556* NAD 83(2007) POSITION- 43 49 44.03641(N) 093 17 21.77386(W)   ADJUSTED  
 OO0556* NAD 83(2007) ELLIP HT-   353.984 (meters)        (02/10/07)   ADJUSTED
 OO0556* NAD 83(2007) EPOCH   -  2002.00
 OO0556* NAVD 88 ORTHO HEIGHT -   382.875  (meters)    1256.15  (feet) ADJUSTED  
 OO0556  ______________________________________________________________________
 OO0556  NAD 83(2007) X  -   -264,455.114 (meters)                     COMP
 OO0556  NAD 83(2007) Y  - -4,601,324.184 (meters)                     COMP
 OO0556  NAD 83(2007) Z  -  4,394,641.588 (meters)                     COMP
 OO0556  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC09
 OO0556  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 OO0556  DYNAMIC HEIGHT  -        382.798 (meters)     1255.90  (feet) COMP
 OO0556  MODELED GRAVITY -    980,405.5   (mgal)                       NAVD 88
 OO0556
 OO0556  VERT ORDER      -  SECOND    CLASS I
 OO0556
 OO0556  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0556  Type                                         Horiz  Ellip  Dist(km)
 OO0556  -------------------------------------------------------------------
 OO0556  NETWORK                                       0.67   0.90
 OO0556  -------------------------------------------------------------------
 OO0556  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.48   0.60      3.07
 OO0556  -------------------------------------------------------------------
 OO0556  NOTE: Click here for information on individual local accuracy
 OO0556  values and other accuracy information.
 OO0556
 OO0556
 OO0556.The horizontal coordinates were established by GPS observations
 OO0556.and adjusted by the National Geodetic Survey in February 2007.
 OO0556
 OO0556.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0556.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0556
 OO0556.The horizontal coordinates are valid at the epoch date displayed above
 OO0556.which is a decimal equivalence of Year/Month/Day.
 OO0556
 OO0556.The orthometric height was determined by differential leveling and
 OO0556.adjusted in July 2008.
 OO0556
 OO0556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0556
 OO0556.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0556
 OO0556.The ellipsoidal height was determined by GPS observations
 OO0556.and is referenced to NAD 83.
 OO0556
 OO0556.The dynamic height is computed by dividing the NAVD 88
 OO0556.geopotential number by the normal gravity value computed on the
 OO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0556.degrees latitude (g = 980.6199 gals.).
 OO0556
 OO0556.The modeled gravity was interpolated from observed gravity values.
 OO0556
 OO0556. The following values were computed from the NAD 83(2007) position.
 OO0556
 OO0556;                    North         East     Units Scale Factor Converg.
 OO0556;SPC MN S     -   192,349.829   857,158.267   MT  0.99999044   +0 29 53.1
 OO0556;SPC MN S     -   631,067.73  2,812,193.41   sFT  0.99999044   +0 29 53.1
 OO0556;UTM  15      - 4,852,910.006   476,732.511   MT  0.99960666   -0 12 01.4
 OO0556
 OO0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0556!SPC MN S     -   0.99994450  x   0.99999044  =   0.99993494
 OO0556!UTM  15      -   0.99994450  x   0.99960666  =   0.99955118
 OO0556
 OO0556                          SUPERSEDED SURVEY CONTROL
 OO0556
 OO0556  NAD 83(1996)-  43 49 44.03576(N)    093 17 21.77326(W) AD(       ) 1
 OO0556  ELLIP H (03/16/99)  354.054  (m)                       GP(       ) 4 1
 OO0556  NAD 83(1986)-  43 49 44.02353(N)    093 17 21.77157(W) AD(       ) 1
 OO0556  NAVD 88 (07/23/98)  382.82   (m)         1256.0    (f) LEVELING    3  
 OO0556  NAVD 88 (06/15/91)  382.882  (m)         1256.17   (f) SUPERSEDED  2 0
 OO0556  NGVD 29 (??/??/92)  382.872  (m)         1256.14   (f) ADJ UNCH    2 0
 OO0556
 OO0556.Superseded values are not recommended for survey control.
 OO0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0556.See file dsdata.txt to determine how the superseded data were derived.
 OO0556
 OO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7673252910(NAD 83)
 OO0556
 OO0556_MARKER: DB = BENCH MARK DISK
 OO0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0556_STAMPING: 2480 RR 1971
 OO0556_MARK LOGO: MNHD  
 OO0556_PROJECTION: PROJECTING 10 CENTIMETERS
 OO0556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0556+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0556
 OO0556  HISTORY     - Date     Condition        Report By
 OO0556  HISTORY     - 1971     MONUMENTED       MNHD
 OO0556  HISTORY     - 19920823 GOOD             MNDT
 OO0556  HISTORY     - 20000907 GOOD             MNDT
 OO0556
 OO0556                          STATION DESCRIPTION
 OO0556
 OO0556'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0556'4.8 MI N FROM CLARKS GROVE.
 OO0556'MARK IS LOCATED 4.8 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0556'35 AND T.H. 251 AT CLARKS GROVE, 102 FEET SOUTH OF A POWER POLE (AT
 OO0556'THE JUNCTION OF A NORTH-SOUTH AND EAST-WEST POWER LINE, 98 FEET WEST
 OO0556'OF, AND 2 FEET HIGHER THAN THE CENTERLINE OF SOUTHBOUND FAI 35 AT MILE
 OO0556'POINT 23.7, (STATION 1582+00), 1 FOOT EAST OF A STEEL WITNESS POST, IN
 OO0556'A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 OO0556'NW 1/4 SECTION 7, T 104N, R 20W.
 OO0556
 OO0556                          STATION RECOVERY (1992)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 OO0556'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0556
 OO0556                          STATION RECOVERY (2000)
 OO0556
 OO0556'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0556'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 4.9 MI (7.9 KM) NORTH OF THE
 OO0556'JUNCTION OF TH 251 AND FAI 35 AT CLARKS GROVE, AT FAI 35 MILEPOST
 OO0556'23.7,
 OO0556' 
 OO0556'98 FT (29.9 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1582+00, 102 FT
 OO0556'(31.1 M) SOUTH OF A POWER POLE, 100 FT (30.5 M) SOUTH OF THE JUNCTION
 OO0556'OF NORTH-SOUTH AND EAST-WEST POWER LINES, 1.0 FT (0.3 M) EAST OF A
 OO0556'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0555 ***********************************************************************
 OO0555  DESIGNATION -  2480 SS
 OO0555  PID         -  OO0555
 OO0555  STATE/COUNTY-  MN/FREEBORN
 OO0555  COUNTRY     -  US
 OO0555  USGS QUAD   -  ELLENDALE (1967)
 OO0555
 OO0555                         *CURRENT SURVEY CONTROL
 OO0555  ______________________________________________________________________
 OO0555* NAD 83(1986) POSITION- 43 50 19.60   (N) 093 17 21.71   (W)   HD_HELD1  
 OO0555* NAVD 88 ORTHO HEIGHT -   398.230  (meters)    1306.53  (feet) ADJUSTED  
 OO0555  ______________________________________________________________________
 OO0555  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 OO0555  DYNAMIC HEIGHT  -        398.151 (meters)     1306.27  (feet) COMP
 OO0555  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 OO0555
 OO0555  VERT ORDER      -  SECOND    CLASS I
 OO0555
 OO0555.The horizontal coordinates were established by differentially corrected
 OO0555.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0555.
 OO0555.The orthometric height was determined by differential leveling and
 OO0555.adjusted in June 1991.
 OO0555
 OO0555.The dynamic height is computed by dividing the NAVD 88
 OO0555.geopotential number by the normal gravity value computed on the
 OO0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0555.degrees latitude (g = 980.6199 gals.).
 OO0555
 OO0555.The modeled gravity was interpolated from observed gravity values.
 OO0555
 OO0555;                    North         East    Units  Estimated Accuracy
 OO0555;SPC MN S     -   193,447.4     857,150.2     MT  (+/- 3 meters HH1 GPS) 
 OO0555
 OO0555                          SUPERSEDED SURVEY CONTROL
 OO0555
 OO0555  NGVD 29 (??/??/92)  398.219  (m)         1306.49   (f) ADJ UNCH    2 0
 OO0555
 OO0555.Superseded values are not recommended for survey control.
 OO0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0555.See file dsdata.txt to determine how the superseded data were derived.
 OO0555
 OO0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7673754007(NAD 83)
 OO0555
 OO0555_MARKER: DD = SURVEY DISK
 OO0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0555_STAMPING: 2480-SS 1971
 OO0555_MARK LOGO: MNHD  
 OO0555_PROJECTION: RECESSED 10 CENTIMETERS
 OO0555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0555+STABILITY: SURFACE MOTION
 OO0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0555+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0555
 OO0555  HISTORY     - Date     Condition        Report By
 OO0555  HISTORY     - 1971     MONUMENTED       MNDT
 OO0555  HISTORY     - 20000907 GOOD             MNDT
 OO0555
 OO0555                          STATION DESCRIPTION
 OO0555
 OO0555'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0555'5.6 MI N FROM CLARKS GROVE.
 OO0555'MARK IS LOCATED 5.6 MILES NORTH ALONG FAI 35 FROM THE JUNCTION OF FAI
 OO0555'35 AND T.H. 251 AT CLARKS GROVE, 0.4 MILES SOUTH OF THE FREEBORN -
 OO0555'STEELE COUNTY LINE, 1.6 MILES NORTH OF COUNTY ROAD 35, 97 FEET WEST
 OO0555'OF, AND 1 FOOT HIGHER THAN THE CENTERLINE OF SOUTHBOUND FAI 35, AT
 OO0555'MILE POINT 24.4 (STATION 1618+00), 1 FOOT EAST OF A STEEL WITNESS
 OO0555'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0555'GROUND.  NW 1/4 SECTION 6, T 104N, R 20W.
 OO0555
 OO0555                          STATION RECOVERY (2000)
 OO0555
 OO0555'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0555'THE MARK IS 5.6 MI (9.0 KM) NORTH OF THE JUNCTION OF TH 261 AND FAI 35
 OO0555'AT CLARKS GROVE, 0.4 MI (0.6 KM) SOUTH OF FREEBORN-STEELE COUNTY LINE,
 OO0555'97 FT (29.6 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1618+00, 1.0 FT
 OO0555'(0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0554 ***********************************************************************
 OO0554  DESIGNATION -  2480 TT
 OO0554  PID         -  OO0554
 OO0554  STATE/COUNTY-  MN/FREEBORN
 OO0554  COUNTRY     -  US
 OO0554  USGS QUAD   -  ELLENDALE (1967)
 OO0554
 OO0554                         *CURRENT SURVEY CONTROL
 OO0554  ______________________________________________________________________
 OO0554* NAD 83(1986) POSITION- 43 50 53.22   (N) 093 17 10.28   (W)   HD_HELD1  
 OO0554* NAVD 88 ORTHO HEIGHT -   391.461  (meters)    1284.32  (feet) ADJUSTED  
 OO0554  ______________________________________________________________________
 OO0554  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 OO0554  DYNAMIC HEIGHT  -        391.383 (meters)     1284.06  (feet) COMP
 OO0554  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 OO0554
 OO0554  VERT ORDER      -  SECOND    CLASS I
 OO0554
 OO0554.The horizontal coordinates were established by differentially corrected
 OO0554.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0554.
 OO0554.The orthometric height was determined by differential leveling and
 OO0554.adjusted in June 1991.
 OO0554
 OO0554.The dynamic height is computed by dividing the NAVD 88
 OO0554.geopotential number by the normal gravity value computed on the
 OO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0554.degrees latitude (g = 980.6199 gals.).
 OO0554
 OO0554.The modeled gravity was interpolated from observed gravity values.
 OO0554
 OO0554;                    North         East    Units  Estimated Accuracy
 OO0554;SPC MN S     -   194,487.2     857,396.4     MT  (+/- 3 meters HH1 GPS) 
 OO0554
 OO0554                          SUPERSEDED SURVEY CONTROL
 OO0554
 OO0554  NGVD 29 (??/??/92)  391.449  (m)         1284.28   (f) ADJ UNCH    2 0
 OO0554
 OO0554.Superseded values are not recommended for survey control.
 OO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0554.See file dsdata.txt to determine how the superseded data were derived.
 OO0554
 OO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7699655043(NAD 83)
 OO0554
 OO0554_MARKER: DD = SURVEY DISK
 OO0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OO0554_STAMPING: 2480 TT 1971
 OO0554_MARK LOGO: MNHD  
 OO0554_PROJECTION: PROJECTING 61 CENTIMETERS
 OO0554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0554+STABILITY: SURFACE MOTION
 OO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0554+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2000
 OO0554
 OO0554  HISTORY     - Date     Condition        Report By
 OO0554  HISTORY     - 1971     MONUMENTED       MNHD
 OO0554  HISTORY     - 20000907 GOOD             MNDT
 OO0554
 OO0554                          STATION DESCRIPTION
 OO0554
 OO0554'DESCRIBED BY MN HIGHWAY DEPT 1971
 OO0554'2.0 MI SE FROM ELLENDALE.
 OO0554'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 30 FROM THE JUNCTION OF T.H.
 OO0554'30 AND COUNTY ROAD 14 IN ELLENDALE, THENCE, 1.5 MILES SOUTH ALONG FAI
 OO0554'35, AT THE FREEBORN - STEELE COUNTY LINE, 95 FEET WEST OF THE
 OO0554'CENTERLINE OF SOUTHBOUND FAI 35 AT MILE MARKER 25.0 (STATION 1653+60),
 OO0554'73 FEET SOUTHWEST OF THE WEST LEG OF AN INFORMATION SIGN (FREEBORN
 OO0554'COUNTY), 30 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 8 FEET
 OO0554'SOUTH-SOUTHEAST OF A RIGHT OF WAY MARKER POST, 1 FOOT EAST OF A STEEL
 OO0554'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH WITH
 OO0554'THE GROUND.  NW 1/4 SECTION 6, T 104N, R 20W.  NOTE-- THIS MARK IS
 OO0554'ALSO 6.0 MILES NORTH OF THE JUNCTION OF FAI 35 AND T.H. 251 AT CLARKS
 OO0554'GROVE, FREEBORN COUNTY.
 OO0554
 OO0554                          STATION RECOVERY (2000)
 OO0554
 OO0554'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 OO0554'A NEW DESCRIPTION FOLLOWS.  THE MARK IS 1.6 MI (2.6 KM) SOUTH ALONG
 OO0554'FAI 35 FROM THE JUNCTION OF COUNTY ROAD 30 AND FAI 35, AT FAI 35
 OO0554'MILEPOST 25.05, AT FREEBORN-STEELE COUNTY LINE,
 OO0554' 
 OO0554'95 FT (29.0 M) WEST OF SOUTHBOUND FAI 35 AT STATION 1636+60, 73 FT
 OO0554'(22.3 M) SOUTHWEST OF WEST LEG OF FREEBORN COUNTY SIGN, 8 FT (2.4 M)
 OO0554'SOUTH-SOUTHEAST OF RIGHT-OF-WAY MARKER POST, 1.0 FT (0.3 M) EAST OF A
 OO0554'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0517 ***********************************************************************
 OO0517  DESIGNATION -  2481 A
 OO0517  PID         -  OO0517
 OO0517  STATE/COUNTY-  MN/FREEBORN
 OO0517  COUNTRY     -  US
 OO0517  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0517
 OO0517                         *CURRENT SURVEY CONTROL
 OO0517  ______________________________________________________________________
 OO0517* NAD 83(1986) POSITION- 43 41 05.     (N) 093 20 41.     (W)   SCALED    
 OO0517* NAVD 88 ORTHO HEIGHT -   393.242  (meters)    1290.16  (feet) ADJUSTED  
 OO0517  ______________________________________________________________________
 OO0517  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 OO0517  DYNAMIC HEIGHT  -        393.149 (meters)     1289.86  (feet) COMP
 OO0517  MODELED GRAVITY -    980,370.0   (mgal)                       NAVD 88
 OO0517
 OO0517  VERT ORDER      -  FIRST     CLASS II
 OO0517
 OO0517.The horizontal coordinates were scaled from a topographic map and have
 OO0517.an estimated accuracy of +/- 6 seconds.
 OO0517.
 OO0517.The orthometric height was determined by differential leveling and
 OO0517.adjusted in June 1991.
 OO0517
 OO0517.The dynamic height is computed by dividing the NAVD 88
 OO0517.geopotential number by the normal gravity value computed on the
 OO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0517.degrees latitude (g = 980.6199 gals.).
 OO0517
 OO0517.The modeled gravity was interpolated from observed gravity values.
 OO0517
 OO0517;                    North         East    Units  Estimated Accuracy
 OO0517;SPC MN S     -   176,290.      852,840.      MT  (+/- 180 meters Scaled)
 OO0517
 OO0517                          SUPERSEDED SURVEY CONTROL
 OO0517
 OO0517  NGVD 29 (??/??/92)  393.218  (m)         1290.08   (f) ADJ UNCH    1 2
 OO0517
 OO0517.Superseded values are not recommended for survey control.
 OO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0517.See file dsdata.txt to determine how the superseded data were derived.
 OO0517
 OO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ722369(NAD 83)
 OO0517
 OO0517_MARKER: DD = SURVEY DISK
 OO0517_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0517_SP_SET: BRIDGE ABUTMENT
 OO0517_STAMPING: 2481 A 1969
 OO0517_MARK LOGO: MNDT  
 OO0517_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0517+STABILITY: POSITION/ELEVATION WELL
 OO0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0517+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0517
 OO0517  HISTORY     - Date     Condition        Report By
 OO0517  HISTORY     - 1969     MONUMENTED       MNDT
 OO0517  HISTORY     - 1980     GOOD             MNDT
 OO0517  HISTORY     - 19900907 GOOD             NGS
 OO0517
 OO0517                          STATION DESCRIPTION
 OO0517
 OO0517'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0517'2.3 MI N FROM ALBERT LEA.
 OO0517'MARK IS LOCATED 2.4 MILES NORTH OF THE JUNCTION OF T.H. 16 AND COUNTY
 OO0517'ROAD 22 IN ALBERT LEA, 0.7 MILES EAST OF COUNTY ROAD 22 ALONG FAI 90,
 OO0517'IN THE SOUTHEAST CORNER OF BRIDGE NO. 24822, FAI 90 EASTBOUND OVER THE
 OO0517'CHICAGO-ROCK ISLAND AND PACIFIC RAILROAD.  NW 1/4 SECTION 34, T 103N,
 OO0517'R 21W.  NOTE-- MARK IS ALSO 1.1 MILES WEST OF THE JUNCTION OF FAI 90
 OO0517'AND FAI 35.
 OO0517
 OO0517                          STATION RECOVERY (1980)
 OO0517
 OO0517'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0517'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0517'MINN AND IS LOCATED ABOUT 1.2 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO0517'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 NORTH OF ALBERT LEA AND
 OO0517'IS NEAR HIGHWAY 90 MILE POINT 158.3 IN THE NW 1/4 OF SECTION 34,
 OO0517'T103N, R21W.  THE MARK IS 24.3 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OO0517'EASTBOUND HIGHWAY 90 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST
 OO0517'CORNER OF BRIDGE NUMBER 24822 CARRYING HIGHWAY 90 OVER THE RAILROAD.
 OO0517'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 A 1969---,
 OO0517'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO0517
 OO0517                          STATION RECOVERY (1990)
 OO0517
 OO0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0517'1.9 KM (1.2 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0517'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, IN TOP OF
 OO0517'AND 2.1 M (6.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE EAST
 OO0517'CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE CHICAGO
 OO0517'AND NORTHWESTERN RAILROAD, AND 7.3 M (24.0 FT) SOUTH OF AND LEVEL
 OO0517'WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1409 ***********************************************************************
 OO1409  DESIGNATION -  2481 AB
 OO1409  PID         -  OO1409
 OO1409  STATE/COUNTY-  MN/FREEBORN
 OO1409  COUNTRY     -  US
 OO1409  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1409
 OO1409                         *CURRENT SURVEY CONTROL
 OO1409  ______________________________________________________________________
 OO1409* NAD 83(1986) POSITION- 43 41 04.     (N) 093 25 18.     (W)   SCALED    
 OO1409* NAVD 88 ORTHO HEIGHT -   388.223  (meters)    1273.70  (feet) ADJUSTED  
 OO1409  ______________________________________________________________________
 OO1409  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 OO1409  DYNAMIC HEIGHT  -        388.126 (meters)     1273.38  (feet) COMP
 OO1409  MODELED GRAVITY -    980,358.0   (mgal)                       NAVD 88
 OO1409
 OO1409  VERT ORDER      -  SECOND    CLASS I
 OO1409
 OO1409.The horizontal coordinates were scaled from a topographic map and have
 OO1409.an estimated accuracy of +/- 6 seconds.
 OO1409.
 OO1409.The orthometric height was determined by differential leveling and
 OO1409.adjusted in March 2011.
 OO1409
 OO1409.Photographs are available for this station.
 OO1409
 OO1409.The dynamic height is computed by dividing the NAVD 88
 OO1409.geopotential number by the normal gravity value computed on the
 OO1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1409.degrees latitude (g = 980.6199 gals.).
 OO1409
 OO1409.The modeled gravity was interpolated from observed gravity values.
 OO1409
 OO1409;                    North         East    Units  Estimated Accuracy
 OO1409;SPC MN S     -   176,220.      846,630.      MT  (+/- 180 meters Scaled)
 OO1409
 OO1409                          SUPERSEDED SURVEY CONTROL
 OO1409
 OO1409  NAVD 88 (06/15/91)  388.230  (m)         1273.72   (f) SUPERSEDED  2 1
 OO1409
 OO1409.Superseded values are not recommended for survey control.
 OO1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1409.See file dsdata.txt to determine how the superseded data were derived.
 OO1409
 OO1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ660369(NAD 83)
 OO1409
 OO1409_MARKER: DB = BENCH MARK DISK
 OO1409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1409_SP_SET: BRIDGE ABUTMENT
 OO1409_STAMPING: 2481 AB 1980
 OO1409_MARK LOGO: MNDT  
 OO1409_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1409+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO1409
 OO1409  HISTORY     - Date     Condition        Report By
 OO1409  HISTORY     - 1980     MONUMENTED       MNDT
 OO1409  HISTORY     - 20080609 GOOD             MNDT
 OO1409
 OO1409                          STATION DESCRIPTION
 OO1409
 OO1409'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1409'3.7 MI NW FROM ALBERT LEA.
 OO1409'THE MARK IS LOCATED 0.3 MILE WEST ALONG INTERSTATE HIGHWAY FROM ITS
 OO1409'JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1409'HIGHWAY 90 MILE POINT 154.3 IN THE NW 1/4 OF SECTION 36, T102N, R22W.
 OO1409'THE MARK IS 26.6 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND
 OO1409'CENTERLINE OF HIGHWAY 90 IN THE SOUTHEAST END OF THE NORTHEAST
 OO1409'ABUTMENT OF BRIDGE NUMBER 24816 CARRYING EASTBOUND HIGHWAY 90 OVER
 OO1409'THE RAILROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO1409'STAMPED---2481 AB 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1409'HEADWALL.
 OO1409
 OO1409                          STATION RECOVERY (2008)
 OO1409
 OO1409'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1409'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1395 ***********************************************************************
 OO1395  DESIGNATION -  2481 AC
 OO1395  PID         -  OO1395
 OO1395  STATE/COUNTY-  MN/FREEBORN
 OO1395  COUNTRY     -  US
 OO1395  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1395
 OO1395                         *CURRENT SURVEY CONTROL
 OO1395  ______________________________________________________________________
 OO1395* NAD 83(1986) POSITION- 43 41 17.     (N) 093 24 58.     (W)   SCALED    
 OO1395* NAVD 88 ORTHO HEIGHT -   395.929  (meters)    1298.98  (feet) ADJUSTED  
 OO1395  ______________________________________________________________________
 OO1395  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 OO1395  DYNAMIC HEIGHT  -        395.831 (meters)     1298.66  (feet) COMP
 OO1395  MODELED GRAVITY -    980,359.2   (mgal)                       NAVD 88
 OO1395
 OO1395  VERT ORDER      -  FIRST     CLASS II
 OO1395
 OO1395.The horizontal coordinates were scaled from a topographic map and have
 OO1395.an estimated accuracy of +/- 6 seconds.
 OO1395.
 OO1395.The orthometric height was determined by differential leveling and
 OO1395.adjusted in June 1991.
 OO1395
 OO1395.Photographs are available for this station.
 OO1395
 OO1395.The dynamic height is computed by dividing the NAVD 88
 OO1395.geopotential number by the normal gravity value computed on the
 OO1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1395.degrees latitude (g = 980.6199 gals.).
 OO1395
 OO1395.The modeled gravity was interpolated from observed gravity values.
 OO1395
 OO1395;                    North         East    Units  Estimated Accuracy
 OO1395;SPC MN S     -   176,620.      847,080.      MT  (+/- 180 meters Scaled)
 OO1395
 OO1395                          SUPERSEDED SURVEY CONTROL
 OO1395
 OO1395.No superseded survey control is available for this station.
 OO1395
 OO1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ664373(NAD 83)
 OO1395
 OO1395_MARKER: DB = BENCH MARK DISK
 OO1395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1395_SP_SET: BRIDGE ABUTMENT
 OO1395_STAMPING: 2481 AC 1980
 OO1395_MARK LOGO: MNDT  
 OO1395_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1395+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO1395
 OO1395  HISTORY     - Date     Condition        Report By
 OO1395  HISTORY     - 1980     MONUMENTED       MNDT
 OO1395  HISTORY     - 19900907 GOOD             NGS
 OO1395  HISTORY     - 20080609 GOOD             MNDT
 OO1395
 OO1395                          STATION DESCRIPTION
 OO1395
 OO1395'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1395'3.7 MI NW FROM ALBERT LEA.
 OO1395'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1395'TRUNK HIGHWAY 13 NORTHWEST OF ALBERT LEA AND IS NEAR HIGHWAY 90 MILE
 OO1395'POINT 154.6 IN THE SE 1/4 OF SECTION 25, T103N, R22W.  THE MARK IS
 OO1395'24.4 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND HIGHWAY 90
 OO1395'CENTERLINE IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT FOR BRIDGE
 OO1395'NUMBER 16844 CARRYING EASTBOUND HIGHWAY 90 OVER HIGHWAY 13.  THE
 OO1395'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 AC 1980---, IS
 OO1395'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 OO1395
 OO1395                          STATION RECOVERY (1990)
 OO1395
 OO1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1395'IN ALBERT LEA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 OO1395'HIGHWAY 13 (EXIT 154), IN TOP OF AND 2.1 M (6.9 FT) WEST OF THE EAST
 OO1395'END OF THE NORTHEAST CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY 90
 OO1395'OVERPASS OF HIGHWAY 13, 18.6 M (61.0 FT) NORTHEAST OF THE CENTERLINE
 OO1395'OF HIGHWAY 13, AND 7.4 M (24.3 FT) SOUTHEAST OF AND LEVEL WITH THE
 OO1395'CENTERLINE OF THE EASTBOUND LANES OF HIGHWAY 90.
 OO1395
 OO1395                          STATION RECOVERY (2008)
 OO1395
 OO1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1395'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1427 ***********************************************************************
 OO1427  DESIGNATION -  2481 AD
 OO1427  PID         -  OO1427
 OO1427  STATE/COUNTY-  MN/FREEBORN
 OO1427  COUNTRY     -  US
 OO1427  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1427
 OO1427                         *CURRENT SURVEY CONTROL
 OO1427  ______________________________________________________________________
 OO1427* NAD 83(2007) POSITION- 43 41 31.24366(N) 093 24 14.30195(W)   ADJUSTED  
 OO1427* NAD 83(2007) ELLIP HT-   371.621 (meters)        (02/10/07)   ADJUSTED
 OO1427* NAD 83(2007) EPOCH   -  2002.00
 OO1427* NAVD 88 ORTHO HEIGHT -   400.900  (meters)    1315.29  (feet) ADJUSTED  
 OO1427  ______________________________________________________________________
 OO1427  NAD 83(2007) X  -   -274,282.578 (meters)                     COMP
 OO1427  NAD 83(2007) Y  - -4,611,300.169 (meters)                     COMP
 OO1427  NAD 83(2007) Z  -  4,383,668.528 (meters)                     COMP
 OO1427  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC09
 OO1427  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 OO1427  DYNAMIC HEIGHT  -        400.802 (meters)     1314.96  (feet) COMP
 OO1427  MODELED GRAVITY -    980,361.6   (mgal)                       NAVD 88
 OO1427
 OO1427  VERT ORDER      -  SECOND    CLASS I
 OO1427
 OO1427  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1427  Type                                         Horiz  Ellip  Dist(km)
 OO1427  -------------------------------------------------------------------
 OO1427  NETWORK                                       0.49   0.63
 OO1427  -------------------------------------------------------------------
 OO1427  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.40   0.71      3.73
 OO1427  -------------------------------------------------------------------
 OO1427  NOTE: Click here for information on individual local accuracy
 OO1427  values and other accuracy information.
 OO1427
 OO1427
 OO1427.The horizontal coordinates were established by GPS observations
 OO1427.and adjusted by the National Geodetic Survey in February 2007.
 OO1427
 OO1427.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1427.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1427
 OO1427.The horizontal coordinates are valid at the epoch date displayed above
 OO1427.which is a decimal equivalence of Year/Month/Day.
 OO1427
 OO1427.The orthometric height was determined by differential leveling and
 OO1427.adjusted in June 1991.
 OO1427
 OO1427.Photographs are available for this station.
 OO1427
 OO1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1427
 OO1427.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1427
 OO1427.The ellipsoidal height was determined by GPS observations
 OO1427.and is referenced to NAD 83.
 OO1427
 OO1427.The dynamic height is computed by dividing the NAVD 88
 OO1427.geopotential number by the normal gravity value computed on the
 OO1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1427.degrees latitude (g = 980.6199 gals.).
 OO1427
 OO1427.The modeled gravity was interpolated from observed gravity values.
 OO1427
 OO1427. The following values were computed from the NAD 83(2007) position.
 OO1427
 OO1427;                    North         East     Units Scale Factor Converg.
 OO1427;SPC MN S     -   177,067.318   848,052.257   MT  1.00002104   +0 25 04.0
 OO1427;SPC MN S     -   580,928.36  2,782,318.11   sFT  1.00002104   +0 25 04.0
 OO1427;UTM  15      - 4,837,745.512   467,444.760   MT  0.99961304   -0 16 44.6
 OO1427
 OO1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1427!SPC MN S     -   0.99994173  x   1.00002104  =   0.99996277
 OO1427!UTM  15      -   0.99994173  x   0.99961304  =   0.99955479
 OO1427
 OO1427                          SUPERSEDED SURVEY CONTROL
 OO1427
 OO1427  NAD 83(1996)-  43 41 31.24285(N)    093 24 14.30099(W) AD(       ) 1
 OO1427  ELLIP H (02/05/03)  371.680  (m)                       GP(       ) 3 2
 OO1427  NAD 83(1996)-  43 41 31.24290(N)    093 24 14.30119(W) AD(       ) 2
 OO1427  ELLIP H (03/16/99)  371.677  (m)                       GP(       ) 4 1
 OO1427  NAD 83(1986)-  43 41 31.22865(N)    093 24 14.29728(W) AD(       ) 2
 OO1427  NAVD 88 (03/18/96)  400.90   (m)         1315.3    (f) LEVELING    3  
 OO1427
 OO1427.Superseded values are not recommended for survey control.
 OO1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1427.See file dsdata.txt to determine how the superseded data were derived.
 OO1427
 OO1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6744437745(NAD 83)
 OO1427
 OO1427_MARKER: DV = VERTICAL CONTROL DISK
 OO1427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1427_SP_SET: COPPER-CLAD STEEL ROD
 OO1427_STAMPING: 2481 AD 1980
 OO1427_MARK LOGO: MNDT  
 OO1427_PROJECTION: FLUSH
 OO1427_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1427+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO1427_ROD/PIPE-DEPTH:  7.3 meters
 OO1427
 OO1427  HISTORY     - Date     Condition        Report By
 OO1427  HISTORY     - 1980     MONUMENTED       MNDT
 OO1427  HISTORY     - 19920427 GOOD             MNDT
 OO1427  HISTORY     - 19961118 GOOD             MNDT
 OO1427  HISTORY     - 20080609 GOOD             MNDT
 OO1427
 OO1427                          STATION DESCRIPTION
 OO1427
 OO1427'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1427'3.3 MI NW FROM ALBERT LEA.
 OO1427'THE MARK IS LOCATED 0.8 MILE NORTHEAST ALONG INTERSTATE HIGHWAY 90
 OO1427'FROM ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS
 OO1427'NEAR HIGHWAY 90 MILE POINT 155.4 IN THE SW 1/4 OF SECTION 30, T103N,
 OO1427'R21W.  THE MARK IS 167.8 FEET NORTHEAST OF THE CENTER OF WESTBOUND
 OO1427'HIGHWAY 90 STATIONING STENCIL 945, 97.5 FEET NORTH OF THE WESTBOUND
 OO1427'HIGHWAY 90 CENTERLINE, 52.8 FEET SOUTHWEST OF A 15 INCH WHITE OAK
 OO1427'TREE AT THE SOUTHWEST CORNER OF A SMALL WOODS, 1.2 FEET SOUTH OF THE
 OO1427'RIGHT-OF-WAY FENCE AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 OO1427'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2481 AD
 OO1427'1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 OO1427'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 OO1427'LEVEL.
 OO1427
 OO1427                          STATION RECOVERY (1992)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 OO1427'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 OO1427
 OO1427                          STATION RECOVERY (1996)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1427'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1427'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1427
 OO1427                          STATION RECOVERY (2008)
 OO1427
 OO1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1427'3.3 MILES NORTHWEST OF ALBERT LEA, 0.8 MILE NORTHEAST ON INTERSTATE
 OO1427'HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY
 OO1427'13, AT INTERSTATE HIGHWAY 90 MILEPOINT 155.4, 97.5 FEET NORTH OF
 OO1427'WESTBOUND INTERSTATE HIGHWAY 90, 167.8 FEET NORTHEAST OF WESTBOUND
 OO1427'INTERSTATE HIGHWAY 90 STATION 945 STENCIL, 1.2 FEET SOUTH OF
 OO1427'RIGHT-OF-WAY FENCE, 0.6 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0518 ***********************************************************************
 OO0518  DESIGNATION -  2481 B
 OO0518  PID         -  OO0518
 OO0518  STATE/COUNTY-  MN/FREEBORN
 OO0518  COUNTRY     -  US
 OO0518  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0518
 OO0518                         *CURRENT SURVEY CONTROL
 OO0518  ______________________________________________________________________
 OO0518* NAD 83(1986) POSITION- 43 41 15.     (N) 093 21 31.     (W)   SCALED    
 OO0518* NAVD 88 ORTHO HEIGHT -   385.132  (meters)    1263.55  (feet) ADJUSTED  
 OO0518  ______________________________________________________________________
 OO0518  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 OO0518  DYNAMIC HEIGHT  -        385.039 (meters)     1263.25  (feet) COMP
 OO0518  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 OO0518
 OO0518  VERT ORDER      -  FIRST     CLASS II
 OO0518
 OO0518.The horizontal coordinates were scaled from a topographic map and have
 OO0518.an estimated accuracy of +/- 6 seconds.
 OO0518.
 OO0518.The orthometric height was determined by differential leveling and
 OO0518.adjusted in June 1991.
 OO0518
 OO0518.The dynamic height is computed by dividing the NAVD 88
 OO0518.geopotential number by the normal gravity value computed on the
 OO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0518.degrees latitude (g = 980.6199 gals.).
 OO0518
 OO0518.The modeled gravity was interpolated from observed gravity values.
 OO0518
 OO0518;                    North         East    Units  Estimated Accuracy
 OO0518;SPC MN S     -   176,590.      851,710.      MT  (+/- 180 meters Scaled)
 OO0518
 OO0518                          SUPERSEDED SURVEY CONTROL
 OO0518
 OO0518  NGVD 29 (??/??/92)  385.112  (m)         1263.49   (f) ADJ UNCH    1 2
 OO0518
 OO0518.Superseded values are not recommended for survey control.
 OO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0518.See file dsdata.txt to determine how the superseded data were derived.
 OO0518
 OO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ710372(NAD 83)
 OO0518
 OO0518_MARKER: DD = SURVEY DISK
 OO0518_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0518_SP_SET: BRIDGE ABUTMENT
 OO0518_STAMPING: 2481 B 1969
 OO0518_MARK LOGO: MNDT  
 OO0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0518+STABILITY: POSITION/ELEVATION WELL
 OO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0518+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0518
 OO0518  HISTORY     - Date     Condition        Report By
 OO0518  HISTORY     - 1969     MONUMENTED       MNDT
 OO0518  HISTORY     - 1970     GOOD             MNDT
 OO0518  HISTORY     - 1980     GOOD             MNDT
 OO0518  HISTORY     - 19900907 GOOD             NGS
 OO0518
 OO0518                          STATION DESCRIPTION
 OO0518
 OO0518'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0518'2.4 MI N FROM ALBERT LEA.
 OO0518'MARK IS LOCATED 2.4 MILES NORTH OF THE JUNCTION OF T.H. 16 AND COUNTY
 OO0518'ROAD 22 IN ALBERT LEA, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24820,
 OO0518'FAI 90 EASTBOUND OVER COUNTY ROAD 22.  NE 1/4 SECTION 33, T 103N, R
 OO0518'21W.  NOTE-- MARK IS ALSO 1.8 MILES WEST OF THE JUNCTION OF FAI 35 AND
 OO0518'FAI 90.
 OO0518
 OO0518                          STATION RECOVERY (1980)
 OO0518
 OO0518'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0518'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0518'MINN AND IS LOCATED ABOUT 1.9 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO0518'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 NORTH OF ALBERT LEA AND
 OO0518'IS NEAR HIGHWAY 90 MILE POINT 157.6 IN THE NE 1/4 OF SECTION 33,
 OO0518'T103N, R21W.  THE MARK IS 24.5 FEET SOUTH OF AND 0.5 FOOT HIGHER THAN
 OO0518'THE EASTBOUND HIGHWAY 90 CENTERLINE IN THE ABUTMENT IN THE SOUTHEAST
 OO0518'CORNER OF BRIDGE NUMBER 24820 CARRYING EASTBOUND HIGHWAY 90 OVER
 OO0518'COUNTY ROAD 22.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OO0518'STAMPED---2481 B 1969---, IS CEMENTED IN THE ABUTMENT.
 OO0518
 OO0518                          STATION RECOVERY (1990)
 OO0518
 OO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0518'IN ALBERT LEA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND
 OO0518'COUNTY ROAD 22 (EXIT 157), IN TOP OF AND 2.1 M (6.9 FT) NORTHWEST OF
 OO0518'THE SOUTHEAST END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND
 OO0518'HIGHWAY OVERPASS OF THE ROAD, 21.0 M (68.9 FT) EAST OF THE ROAD
 OO0518'CENTERLINE, AND 7.4 M (24.3 FT) SOUTH OF AND LEVEL WITH THE
 OO0518'CENTERLINE OF THE EASTBOUND LANES OF THE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0519 ***********************************************************************
 OO0519  DESIGNATION -  2481 C
 OO0519  PID         -  OO0519
 OO0519  STATE/COUNTY-  MN/FREEBORN
 OO0519  COUNTRY     -  US
 OO0519  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0519
 OO0519                         *CURRENT SURVEY CONTROL
 OO0519  ______________________________________________________________________
 OO0519* NAD 83(1986) POSITION- 43 41 24.     (N) 093 22 21.     (W)   SCALED    
 OO0519* NAVD 88 ORTHO HEIGHT -   372.426  (meters)    1221.87  (feet) ADJUSTED  
 OO0519  ______________________________________________________________________
 OO0519  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 OO0519  DYNAMIC HEIGHT  -        372.336 (meters)     1221.57  (feet) COMP
 OO0519  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 OO0519
 OO0519  VERT ORDER      -  SECOND    CLASS 0
 OO0519
 OO0519.The horizontal coordinates were scaled from a topographic map and have
 OO0519.an estimated accuracy of +/- 6 seconds.
 OO0519.
 OO0519.The orthometric height was determined by differential leveling and
 OO0519.adjusted in June 1991.
 OO0519
 OO0519.WARNING-Repeat measurements at this control monument indicate possible
 OO0519.vertical movement.
 OO0519
 OO0519.The dynamic height is computed by dividing the NAVD 88
 OO0519.geopotential number by the normal gravity value computed on the
 OO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0519.degrees latitude (g = 980.6199 gals.).
 OO0519
 OO0519.The modeled gravity was interpolated from observed gravity values.
 OO0519
 OO0519;                    North         East    Units  Estimated Accuracy
 OO0519;SPC MN S     -   176,860.      850,590.      MT  (+/- 180 meters Scaled)
 OO0519
 OO0519                          SUPERSEDED SURVEY CONTROL
 OO0519
 OO0519  NGVD 29 (??/??/92)  372.415  (m)         1221.83   (f) ADJ UNCH    2 0
 OO0519
 OO0519.Superseded values are not recommended for survey control.
 OO0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0519.See file dsdata.txt to determine how the superseded data were derived.
 OO0519
 OO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ699375(NAD 83)
 OO0519
 OO0519_MARKER: DB = BENCH MARK DISK
 OO0519_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0519_SP_SET: HEADWALL OF BOX CULVERT
 OO0519_STAMPING: 2481 C 1969
 OO0519_MARK LOGO: MNDT  
 OO0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0519+STABILITY: SURFACE MOTION
 OO0519
 OO0519  HISTORY     - Date     Condition        Report By
 OO0519  HISTORY     - 1969     MONUMENTED       MNDT
 OO0519  HISTORY     - 1980     GOOD             MNDT
 OO0519
 OO0519                          STATION DESCRIPTION
 OO0519
 OO0519'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0519'2.7 MI N FROM ALBERT LEA.
 OO0519'MARK IS LOCATED 2.4 MILES NORTH OF T.H. 16 ALONG COUNTY ROAD 22,
 OO0519'THENCE 0.6 MILES NORTHWEST ALONG FAI 90, IN THE SOUTHEAST CORNER OF A
 OO0519'TRIPLE BOX CULVERT NO. 24845 UNDER FAI 90 AT BANCROFT CREEK.  SE 1/4
 OO0519'SECTION 29, T 103N, R 21W.
 OO0519
 OO0519                          STATION RECOVERY (1980)
 OO0519
 OO0519'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0519'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0519'MINN AND IS LOCATED ABOUT 2.6 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO0519'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 NORTH OF ALBERT LEA AND
 OO0519'IS NEAR HIGHWAY 90 MILE POINT 157 IN THE SE 1/4 OF SECTION 29, T103N,
 OO0519'R21W.  THE MARK IS 57.3 FEET SOUTH OF AND 7 FEET LOWER THAN THE
 OO0519'EASTBOUND CENTERLINE OF HIGHWAY 90 IN THE HEADWALL OF A 34 FOOT WIDE
 OO0519'BY 8 FOOT DEEP BOX CULVERT NUMBERED 24845 AT BANCROFT CREEK.  THE
 OO0519'MARK A STANDARD MNHD BENCH MARK DISK STAMPED---2481 C 1969---, IS
 OO0519'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0520 ***********************************************************************
 OO0520  DESIGNATION -  2481 D
 OO0520  PID         -  OO0520
 OO0520  STATE/COUNTY-  MN/FREEBORN
 OO0520  COUNTRY     -  US
 OO0520  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO0520
 OO0520                         *CURRENT SURVEY CONTROL
 OO0520  ______________________________________________________________________
 OO0520* NAD 83(1986) POSITION- 43 41 28.20   (N) 093 23 19.77   (W)   HD_HELD1  
 OO0520* NAVD 88 ORTHO HEIGHT -   392.402  (meters)    1287.41  (feet) ADJUSTED  
 OO0520  ______________________________________________________________________
 OO0520  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 OO0520  DYNAMIC HEIGHT  -        392.306 (meters)     1287.09  (feet) COMP
 OO0520  MODELED GRAVITY -    980,363.6   (mgal)                       NAVD 88
 OO0520
 OO0520  VERT ORDER      -  SECOND    CLASS I
 OO0520
 OO0520.The horizontal coordinates were established by differentially corrected
 OO0520.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0520.
 OO0520.The orthometric height was determined by differential leveling and
 OO0520.adjusted in June 1991.
 OO0520
 OO0520.Photographs are available for this station.
 OO0520
 OO0520.The dynamic height is computed by dividing the NAVD 88
 OO0520.geopotential number by the normal gravity value computed on the
 OO0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0520.degrees latitude (g = 980.6199 gals.).
 OO0520
 OO0520.The modeled gravity was interpolated from observed gravity values.
 OO0520
 OO0520;                    North         East    Units  Estimated Accuracy
 OO0520;SPC MN S     -   176,982.4     849,274.2     MT  (+/- 3 meters HH1 GPS) 
 OO0520
 OO0520                          SUPERSEDED SURVEY CONTROL
 OO0520
 OO0520  NGVD 29 (??/??/92)  392.379  (m)         1287.33   (f) ADJ UNCH    2 0
 OO0520
 OO0520.Superseded values are not recommended for survey control.
 OO0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0520.See file dsdata.txt to determine how the superseded data were derived.
 OO0520
 OO0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6866537645(NAD 83)
 OO0520
 OO0520_MARKER: DB = BENCH MARK DISK
 OO0520_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0520_SP_SET: BRIDGE ABUTMENT
 OO0520_STAMPING: 2481 D 1969
 OO0520_MARK LOGO: MNHD  
 OO0520_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0520+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 OO0520
 OO0520  HISTORY     - Date     Condition        Report By
 OO0520  HISTORY     - 1969     MONUMENTED       MNDT
 OO0520  HISTORY     - 1969     GOOD             MNDT
 OO0520  HISTORY     - 1980     GOOD             MNDT
 OO0520  HISTORY     - 20080609 GOOD             MNDT
 OO0520
 OO0520                          STATION DESCRIPTION
 OO0520
 OO0520'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0520'3.0 MI N FROM ALBERT LEA.
 OO0520'MARK IS LOCATED 3 MILES NORTH OF THE JUNCTION OF T.H. 16 AND T.H. 13
 OO0520'ALONG T.H. 13 TO FAI 90, THENCE EAST 1.3 MILES ALONG FAI 90 TO COUNTY
 OO0520'ROAD 20, IN THE SOUTHEAST CORNER OF BRIDGE NO. 24817, COUNTY ROAD 20
 OO0520'OVER FAI 90.  SE 1/4 SECTION 32, T 103N, R 21W.
 OO0520
 OO0520                          STATION RECOVERY (1980)
 OO0520
 OO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OO0520'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 105
 OO0520'MINN AND IS LOCATED ABOUT 3.5 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO0520'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 35 NORTH OF ALBERT LEA AND
 OO0520'IS NEAR HIGHWAY 90 MILE POINT 156.1 IN THE SW 1/4 OF SECTION 29,
 OO0520'T103N, R21W.  THE MARK IS 21.5 FEET EAST OF AND ABOUT LEVEL WITH THE
 OO0520'CENTERLINE OF COUNTY ROAD 20 IN THE ABUTMENT IN THE SOUTHEAST CORNER
 OO0520'OF BRIDGE NUMBER 24817 CARRYING COUNTY ROAD 20 OVER HIGHWAY 90.  THE
 OO0520'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 D 1969---, IS
 OO0520'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO0520
 OO0520                          STATION RECOVERY (2008)
 OO0520
 OO0520'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0520'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1421 ***********************************************************************
 OO1421  DESIGNATION -  2481 G
 OO1421  PID         -  OO1421
 OO1421  STATE/COUNTY-  MN/FREEBORN
 OO1421  COUNTRY     -  US
 OO1421  USGS QUAD   -  WELLS (1982)
 OO1421
 OO1421                         *CURRENT SURVEY CONTROL
 OO1421  ______________________________________________________________________
 OO1421* NAD 83(2007) POSITION- 43 39 57.85379(N) 093 38 39.50573(W)   ADJUSTED  
 OO1421* NAD 83(2007) ELLIP HT-   340.898 (meters)        (02/10/07)   ADJUSTED
 OO1421* NAD 83(2007) EPOCH   -  2002.00
 OO1421* NAVD 88 ORTHO HEIGHT -   370.248  (meters)    1214.72  (feet) ADJUSTED  
 OO1421  ______________________________________________________________________
 OO1421  NAD 83(2007) X  -   -293,747.907 (meters)                     COMP
 OO1421  NAD 83(2007) Y  - -4,612,073.550 (meters)                     COMP
 OO1421  NAD 83(2007) Z  -  4,381,562.679 (meters)                     COMP
 OO1421  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC09
 OO1421  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 OO1421  DYNAMIC HEIGHT  -        370.155 (meters)     1214.42  (feet) COMP
 OO1421  MODELED GRAVITY -    980,358.0   (mgal)                       NAVD 88
 OO1421
 OO1421  VERT ORDER      -  SECOND    CLASS I
 OO1421
 OO1421  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1421  Type                                         Horiz  Ellip  Dist(km)
 OO1421  -------------------------------------------------------------------
 OO1421  NETWORK                                       0.52   0.49
 OO1421  -------------------------------------------------------------------
 OO1421  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.31      2.32
 OO1421  -------------------------------------------------------------------
 OO1421  NOTE: Click here for information on individual local accuracy
 OO1421  values and other accuracy information.
 OO1421
 OO1421
 OO1421.The horizontal coordinates were established by GPS observations
 OO1421.and adjusted by the National Geodetic Survey in February 2007.
 OO1421
 OO1421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1421.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1421
 OO1421.The horizontal coordinates are valid at the epoch date displayed above
 OO1421.which is a decimal equivalence of Year/Month/Day.
 OO1421
 OO1421.The orthometric height was determined by differential leveling and
 OO1421.adjusted in June 1991.
 OO1421
 OO1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1421
 OO1421.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1421
 OO1421.The ellipsoidal height was determined by GPS observations
 OO1421.and is referenced to NAD 83.
 OO1421
 OO1421.The dynamic height is computed by dividing the NAVD 88
 OO1421.geopotential number by the normal gravity value computed on the
 OO1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1421.degrees latitude (g = 980.6199 gals.).
 OO1421
 OO1421.The modeled gravity was interpolated from observed gravity values.
 OO1421
 OO1421. The following values were computed from the NAD 83(2007) position.
 OO1421
 OO1421;                    North         East     Units Scale Factor Converg.
 OO1421;SPC MN S     -   174,072.209   828,688.986   MT  1.00002747   +0 14 57.5
 OO1421;SPC MN S     -   571,101.91  2,718,790.45   sFT  1.00002747   +0 14 57.5
 OO1421;UTM  15      - 4,834,986.781   448,054.355   MT  0.99963319   -0 26 41.5
 OO1421
 OO1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1421!SPC MN S     -   0.99994655  x   1.00002747  =   0.99997401
 OO1421!UTM  15      -   0.99994655  x   0.99963319  =   0.99957976
 OO1421
 OO1421                          SUPERSEDED SURVEY CONTROL
 OO1421
 OO1421  NAD 83(1996)-  43 39 57.85297(N)    093 38 39.50502(W) AD(       ) 1
 OO1421  ELLIP H (02/05/03)  340.961  (m)                       GP(       ) 3 2
 OO1421  NAVD 88 (02/05/03)  370.25   (m)         1214.7    (f) LEVELING    3  
 OO1421
 OO1421.Superseded values are not recommended for survey control.
 OO1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1421.See file dsdata.txt to determine how the superseded data were derived.
 OO1421
 OO1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4805434986(NAD 83)
 OO1421
 OO1421_MARKER: DV = VERTICAL CONTROL DISK
 OO1421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1421_SP_SET: COPPER-CLAD STEEL ROD
 OO1421_STAMPING: 2481 G 1980
 OO1421_MARK LOGO: MNDT  
 OO1421_PROJECTION: FLUSH
 OO1421_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1421+SATELLITE: SATELLITE OBSERVATIONS - November 19, 1996
 OO1421_ROD/PIPE-DEPTH:  7.3 meters
 OO1421
 OO1421  HISTORY     - Date     Condition        Report By
 OO1421  HISTORY     - 1980     MONUMENTED       MNDT
 OO1421  HISTORY     - 19961119 GOOD             MNDT
 OO1421
 OO1421                          STATION DESCRIPTION
 OO1421
 OO1421'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1421'3.4 MI WEST FROM ALDEN.
 OO1421'THE MARK IS LOCATED ABOUT 3.4 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1421'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1421'90 MILE POST 143 IN THE NW 1/4 OF SECTION 6, T102N, R23W.  THE MARK
 OO1421'IS 97.5 FEET NORTH OF AND 3 FEET LOWER THAN THE WESTBOUND HIGHWAY 90
 OO1421'CENTERLINE, 64 FEET NORTH OF WESTBOUND MILE POST 143, 1.2 FEET SOUTH
 OO1421'OF THE RIGHT-OF-WAY FENCE, 1.8 FEET SOUTH-SOUTHWEST OF THE EAST BRACE
 OO1421'POST ON THE RIGHT-OF-WAY FENCE BRACE AND 0.5 FOOT SOUTH OF A STEEL
 OO1421'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1421'STAMPED---2481 G 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1421'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1421'ABOVE THE GROUND.
 OO1421
 OO1421                          STATION RECOVERY (1996)
 OO1421
 OO1421'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1421'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1421'0.15 MI (0.24 KM) EAST OF COUNTY LINE, FLUSH, MAGNETIC AND SUITABLE
 OO1421'FOR GPS.  ROD DEPTH IS 24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1422 ***********************************************************************
 OO1422  DESIGNATION -  2481 H
 OO1422  PID         -  OO1422
 OO1422  STATE/COUNTY-  MN/FREEBORN
 OO1422  COUNTRY     -  US
 OO1422  USGS QUAD   -  WELLS (1982)
 OO1422
 OO1422                         *CURRENT SURVEY CONTROL
 OO1422  ______________________________________________________________________
 OO1422* NAD 83(1986) POSITION- 43 39 56.     (N) 093 37 40.     (W)   SCALED    
 OO1422* NAVD 88 ORTHO HEIGHT -   374.727  (meters)    1229.42  (feet) ADJUSTED  
 OO1422  ______________________________________________________________________
 OO1422  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 OO1422  DYNAMIC HEIGHT  -        374.632 (meters)     1229.11  (feet) COMP
 OO1422  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 OO1422
 OO1422  VERT ORDER      -  FIRST     CLASS II
 OO1422
 OO1422.The horizontal coordinates were scaled from a topographic map and have
 OO1422.an estimated accuracy of +/- 6 seconds.
 OO1422.
 OO1422.The orthometric height was determined by differential leveling and
 OO1422.adjusted in June 1991.
 OO1422
 OO1422.The dynamic height is computed by dividing the NAVD 88
 OO1422.geopotential number by the normal gravity value computed on the
 OO1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1422.degrees latitude (g = 980.6199 gals.).
 OO1422
 OO1422.The modeled gravity was interpolated from observed gravity values.
 OO1422
 OO1422;                    North         East    Units  Estimated Accuracy
 OO1422;SPC MN S     -   174,020.      830,020.      MT  (+/- 180 meters Scaled)
 OO1422
 OO1422                          SUPERSEDED SURVEY CONTROL
 OO1422
 OO1422.No superseded survey control is available for this station.
 OO1422
 OO1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ493349(NAD 83)
 OO1422
 OO1422_MARKER: DD = SURVEY DISK
 OO1422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1422_SP_SET: BRIDGE ABUTMENT
 OO1422_STAMPING: 2481 H 1980
 OO1422_MARK LOGO: MNDT  
 OO1422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO1422+STABILITY: POSITION/ELEVATION WELL
 OO1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1422+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1422
 OO1422  HISTORY     - Date     Condition        Report By
 OO1422  HISTORY     - 1980     MONUMENTED       MNDT
 OO1422  HISTORY     - 19900907 GOOD             NGS
 OO1422
 OO1422                          STATION DESCRIPTION
 OO1422
 OO1422'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1422'2.6 MI WEST FROM ALDEN.
 OO1422'THE MARK IS LOCATED ABOUT 2.6 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1422'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1422'90 MILE POINT 143.8 IN THE SW 1/4 OF SECTION 5, T102N, R23W.  THE
 OO1422'MARK IS 21 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY
 OO1422'ROAD 61 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 OO1422'24809 CARRYING COUNTY ROAD 61 OVER HIGHWAY 90.  THE MARK, A STANDARD
 OO1422'MNHD BENCH MARK DISK STAMPED---2481 H 1980---, IS CEMENTED IN A DRILL
 OO1422'HOLE IN THE BRIDGE ABUTMENT.
 OO1422
 OO1422                          STATION RECOVERY (1990)
 OO1422
 OO1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1422'17.7 KM (11.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1422'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1422'2.1 M (6.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO1422'ABUTMENT OF COUNTY ROAD 61 OVERPASS (NUMBER 24809) OF THE HIGHWAY,
 OO1422'33.3 M (109.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OO1422'THE HIGHWAY, AND 6.3 M (20.7 FT) EAST OF AND LEVEL WITH THE ROAD
 OO1422'CENTER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1424 ***********************************************************************
 OO1424  DESIGNATION -  2481 J
 OO1424  PID         -  OO1424
 OO1424  STATE/COUNTY-  MN/FREEBORN
 OO1424  COUNTRY     -  US
 OO1424  USGS QUAD   -  ALDEN (1982)
 OO1424
 OO1424                         *CURRENT SURVEY CONTROL
 OO1424  ______________________________________________________________________
 OO1424* NAD 83(2007) POSITION- 43 39 53.77025(N) 093 36 44.76775(W)   ADJUSTED  
 OO1424* NAD 83(2007) ELLIP HT-   342.843 (meters)        (02/10/07)   ADJUSTED
 OO1424* NAD 83(2007) EPOCH   -  2002.00
 OO1424* NAVD 88 ORTHO HEIGHT -   372.227  (meters)    1221.21  (feet) ADJUSTED  
 OO1424  ______________________________________________________________________
 OO1424  NAD 83(2007) X  -   -291,187.897 (meters)                     COMP
 OO1424  NAD 83(2007) Y  - -4,612,324.491 (meters)                     COMP
 OO1424  NAD 83(2007) Z  -  4,381,472.850 (meters)                     COMP
 OO1424  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC09
 OO1424  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 OO1424  DYNAMIC HEIGHT  -        372.133 (meters)     1220.91  (feet) COMP
 OO1424  MODELED GRAVITY -    980,355.2   (mgal)                       NAVD 88
 OO1424
 OO1424  VERT ORDER      -  FIRST     CLASS II
 OO1424
 OO1424  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1424  Type                                         Horiz  Ellip  Dist(km)
 OO1424  -------------------------------------------------------------------
 OO1424  NETWORK                                       0.52   0.49
 OO1424  -------------------------------------------------------------------
 OO1424  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.50   0.33      2.57
 OO1424  -------------------------------------------------------------------
 OO1424  NOTE: Click here for information on individual local accuracy
 OO1424  values and other accuracy information.
 OO1424
 OO1424
 OO1424.The horizontal coordinates were established by GPS observations
 OO1424.and adjusted by the National Geodetic Survey in February 2007.
 OO1424
 OO1424.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1424.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1424
 OO1424.The horizontal coordinates are valid at the epoch date displayed above
 OO1424.which is a decimal equivalence of Year/Month/Day.
 OO1424
 OO1424.The orthometric height was determined by differential leveling and
 OO1424.adjusted in June 1991.
 OO1424
 OO1424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1424
 OO1424.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1424
 OO1424.The ellipsoidal height was determined by GPS observations
 OO1424.and is referenced to NAD 83.
 OO1424
 OO1424.The dynamic height is computed by dividing the NAVD 88
 OO1424.geopotential number by the normal gravity value computed on the
 OO1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1424.degrees latitude (g = 980.6199 gals.).
 OO1424
 OO1424.The modeled gravity was interpolated from observed gravity values.
 OO1424
 OO1424. The following values were computed from the NAD 83(2007) position.
 OO1424
 OO1424;                    North         East     Units Scale Factor Converg.
 OO1424;SPC MN S     -   173,957.865   831,260.226   MT  1.00002776   +0 16 18.0
 OO1424;SPC MN S     -   570,726.76  2,727,226.26   sFT  1.00002776   +0 16 18.0
 OO1424;UTM  15      - 4,834,841.343   450,623.003   MT  0.99962999   -0 25 22.3
 OO1424
 OO1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1424!SPC MN S     -   0.99994624  x   1.00002776  =   0.99997400
 OO1424!UTM  15      -   0.99994624  x   0.99962999  =   0.99957625
 OO1424
 OO1424                          SUPERSEDED SURVEY CONTROL
 OO1424
 OO1424  NAD 83(1996)-  43 39 53.76938(N)    093 36 44.76698(W) AD(       ) 1
 OO1424  ELLIP H (02/05/03)  342.906  (m)                       GP(       ) 3 2
 OO1424  NAVD 88 (02/05/03)  372.23   (m)         1221.2    (f) LEVELING    3  
 OO1424
 OO1424.Superseded values are not recommended for survey control.
 OO1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1424.See file dsdata.txt to determine how the superseded data were derived.
 OO1424
 OO1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5062334841(NAD 83)
 OO1424
 OO1424_MARKER: DV = VERTICAL CONTROL DISK
 OO1424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1424_SP_SET: COPPER-CLAD STEEL ROD
 OO1424_STAMPING: 2481 J 1980
 OO1424_MARK LOGO: MNDT  
 OO1424_PROJECTION: FLUSH
 OO1424_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1424+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 OO1424_ROD/PIPE-DEPTH:  7.3 meters
 OO1424
 OO1424  HISTORY     - Date     Condition        Report By
 OO1424  HISTORY     - 1980     MONUMENTED       MNDT
 OO1424  HISTORY     - 19900907 GOOD             NGS
 OO1424  HISTORY     - 19961119 GOOD             MNDT
 OO1424  HISTORY     - 20051206 GOOD             MNDT
 OO1424
 OO1424                          STATION DESCRIPTION
 OO1424
 OO1424'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1424'1.8 MI WEST FROM ALDEN.
 OO1424'THE MARK IS LOCATED ABOUT 1.85 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1424'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1424'90 MILE POINT 144.6 IN THE SE 1/4 OF SECTION 5, T102N, R23W.  THE
 OO1424'MARK IS 123.5 FEET SOUTHEAST OF THE CENTER OF THE EASTBOUND HIGHWAY
 OO1424'90 STATIONING STENCIL 365, 99.6 FEET SOUTH OF AND ABOUT LEVEL WITH
 OO1424'THE EASTBOUND HIGHWAY 90 CENTERLINE, 16 FEET WEST-NORTHWEST OF A
 OO1424'STEEL R/W SIGN POST, 0.7 FOOT NORTH OF A RIGHT-OF-WAY FENCE POST AT
 OO1424'THE WEST END OF A FENCE BRACE AND 0.6 FOOT NORTH OF A STEEL WITNESS
 OO1424'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1424'STAMPED---2481 J 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1424'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1424'ABOVE THE SURFACE OF THE GROUND.
 OO1424
 OO1424                          STATION RECOVERY (1990)
 OO1424
 OO1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1424'16.5 KM (10.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1424'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 1.3 KM (0.8
 OO1424'MI) WEST OF THE INTERSECTION OF COUNTY ROAD 61, 30.5 M (100.1 FT)
 OO1424'SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1424'HIGHWAY, AND 0.25 M (0.82 FT) NORTH OF A WITNESS POST AND FENCE BRACE
 OO1424'POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1424
 OO1424                          STATION RECOVERY (1996)
 OO1424
 OO1424'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1424'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1424'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1424
 OO1424                          STATION RECOVERY (2005)
 OO1424
 OO1424'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1424'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF
 OO1424'FREEBORN, 5.5 MI (8.8 KM) NORTHWEST OF CONGER AND 1.9 MI (3.1 KM)
 OO1424'WEST-SOUTHWEST OF ALDEN.
 OO1424' 
 OO1424'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 GO
 OO1424'1.85 MI (3.0 KM) WEST.
 OO1424' 
 OO1424'THE MARK IS 0.8 MI (1.3 KM) WEST OF COUNTY ROAD 61, AT INTERSTATE
 OO1424'HIGHWAY 90 MILE POINT 144.6, 123.5 FT (37.6 M) SOUTHEAST OF EASTBOUND
 OO1424'INTERSTATE HIGHWAY 90 STATION 365 STENCIL, 100 FT (30.5 M) SOUTH OF
 OO1424'EASTBOUND INTERSTATE HIGHWAY 90, 0.8 FT (0.2 M) NORTH OF A WITNESS
 OO1424'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1425 ***********************************************************************
 OO1425  DESIGNATION -  2481 K
 OO1425  PID         -  OO1425
 OO1425  STATE/COUNTY-  MN/FREEBORN
 OO1425  COUNTRY     -  US
 OO1425  USGS QUAD   -  ALDEN (1982)
 OO1425
 OO1425                         *CURRENT SURVEY CONTROL
 OO1425  ______________________________________________________________________
 OO1425* NAD 83(1986) POSITION- 43 39 58.     (N) 093 36 03.     (W)   SCALED    
 OO1425* NAVD 88 ORTHO HEIGHT -   371.515  (meters)    1218.88  (feet) POSTED    
 OO1425  ______________________________________________________________________
 OO1425  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 OO1425  DYNAMIC HEIGHT  -        371.42  (meters)     1218.6   (feet) COMP
 OO1425  MODELED GRAVITY -    980,354.2   (mgal)                       NAVD 88
 OO1425
 OO1425  VERT ORDER      -  * POSTED, Code D , SEE BELOW
 OO1425
 OO1425.The horizontal coordinates were scaled from a topographic map and have
 OO1425.an estimated accuracy of +/- 6 seconds.
 OO1425.
 OO1425.The orthometric height was determined by differential leveling
 OO1425.and adjusted by the  in 1992.
 OO1425
 OO1425.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OO1425.rate of 3.1 thru 4.0 mm/km.
 OO1425
 OO1425.The dynamic height is computed by dividing the NAVD 88
 OO1425.geopotential number by the normal gravity value computed on the
 OO1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1425.degrees latitude (g = 980.6199 gals.).
 OO1425
 OO1425.The modeled gravity was interpolated from observed gravity values.
 OO1425
 OO1425;                    North         East    Units  Estimated Accuracy
 OO1425;SPC MN S     -   174,090.      832,200.      MT  (+/- 180 meters Scaled)
 OO1425
 OO1425                          SUPERSEDED SURVEY CONTROL
 OO1425
 OO1425.No superseded survey control is available for this station.
 OO1425
 OO1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ515349(NAD 83)
 OO1425
 OO1425_MARKER: DB = BENCH MARK DISK
 OO1425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1425+WITH SETTING: PAVEMENT
 OO1425_SP_SET: BASE FOR LEG OF SIGN
 OO1425_STAMPING: 2481 K 1980
 OO1425_MARK LOGO: MNDT  
 OO1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1425+STABILITY: SURFACE MOTION
 OO1425
 OO1425  HISTORY     - Date     Condition        Report By
 OO1425  HISTORY     - 1980     MONUMENTED       MNDT
 OO1425
 OO1425                          STATION DESCRIPTION
 OO1425
 OO1425'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1425'1.2 MI WEST FROM ALDEN.
 OO1425'THE MARK IS LOCATED ABOUT 1.2 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OO1425'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1425'90 MILE POINT 145.1 IN THE NW 1/4 OF SECTION 4, T102N, R23W.  THE
 OO1425'MARK IS 70 FEET SOUTH OF AND 5 FEET LOWER THAN THE EASTBOUND HIGHWAY
 OO1425'90 CENTERLINE, 59.4 FEET SOUTH OF THE CENTER OF THE EASTBOUND HIGHWAY
 OO1425'90 STATIONING STENCIL 395 AND 28.6 FEET NORTH OF THE RIGHT-OF-WAY
 OO1425'FENCE IN THE NORTH SIDE OF THE CONCRETE BASE FOR THE SOUTH LEG OF THE
 OO1425'EASTBOUND HIGHWAY 90 SIGN STATING EXIT 146, 109, 8 AND ALDEN 1 MILE.
 OO1425'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2481 K
 OO1425'1980---, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1426 ***********************************************************************
 OO1426  DESIGNATION -  2481 L
 OO1426  PID         -  OO1426
 OO1426  STATE/COUNTY-  MN/FREEBORN
 OO1426  COUNTRY     -  US
 OO1426  USGS QUAD   -  ALDEN (1982)
 OO1426
 OO1426                         *CURRENT SURVEY CONTROL
 OO1426  ______________________________________________________________________
 OO1426* NAD 83(2007) POSITION- 43 39 57.11651(N) 093 35 17.77890(W)   ADJUSTED  
 OO1426* NAD 83(2007) ELLIP HT-   352.166 (meters)        (02/10/07)   ADJUSTED
 OO1426* NAD 83(2007) EPOCH   -  2002.00
 OO1426* NAVD 88 ORTHO HEIGHT -   381.572  (meters)    1251.87  (feet) ADJUSTED  
 OO1426  ______________________________________________________________________
 OO1426  NAD 83(2007) X  -   -289,238.656 (meters)                     COMP
 OO1426  NAD 83(2007) Y  - -4,612,382.446 (meters)                     COMP
 OO1426  NAD 83(2007) Z  -  4,381,553.998 (meters)                     COMP
 OO1426  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC09
 OO1426  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1426  DYNAMIC HEIGHT  -        381.475 (meters)     1251.56  (feet) COMP
 OO1426  MODELED GRAVITY -    980,353.1   (mgal)                       NAVD 88
 OO1426
 OO1426  VERT ORDER      -  FIRST     CLASS II
 OO1426
 OO1426  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1426  Type                                         Horiz  Ellip  Dist(km)
 OO1426  -------------------------------------------------------------------
 OO1426  NETWORK                                       0.51   0.61
 OO1426  -------------------------------------------------------------------
 OO1426  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.42   0.53      2.02
 OO1426  -------------------------------------------------------------------
 OO1426  NOTE: Click here for information on individual local accuracy
 OO1426  values and other accuracy information.
 OO1426
 OO1426
 OO1426.The horizontal coordinates were established by GPS observations
 OO1426.and adjusted by the National Geodetic Survey in February 2007.
 OO1426
 OO1426.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1426.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1426
 OO1426.The horizontal coordinates are valid at the epoch date displayed above
 OO1426.which is a decimal equivalence of Year/Month/Day.
 OO1426
 OO1426.The orthometric height was determined by differential leveling and
 OO1426.adjusted in June 1991.
 OO1426
 OO1426.Photographs are available for this station.
 OO1426
 OO1426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1426
 OO1426.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1426
 OO1426.The ellipsoidal height was determined by GPS observations
 OO1426.and is referenced to NAD 83.
 OO1426
 OO1426.The dynamic height is computed by dividing the NAVD 88
 OO1426.geopotential number by the normal gravity value computed on the
 OO1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1426.degrees latitude (g = 980.6199 gals.).
 OO1426
 OO1426.The modeled gravity was interpolated from observed gravity values.
 OO1426
 OO1426. The following values were computed from the NAD 83(2007) position.
 OO1426
 OO1426;                    North         East     Units Scale Factor Converg.
 OO1426;SPC MN S     -   174,070.670   833,208.678   MT  1.00002752   +0 17 18.9
 OO1426;SPC MN S     -   571,096.86  2,733,618.80   sFT  1.00002752   +0 17 18.9
 OO1426;UTM  15      - 4,834,930.482   452,571.901   MT  0.99962767   -0 24 22.3
 OO1426
 OO1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1426!SPC MN S     -   0.99994478  x   1.00002752  =   0.99997230
 OO1426!UTM  15      -   0.99994478  x   0.99962767  =   0.99957247
 OO1426
 OO1426                          SUPERSEDED SURVEY CONTROL
 OO1426
 OO1426  NAD 83(1996)-  43 39 57.11545(N)    093 35 17.77801(W) AD(       ) 1
 OO1426  ELLIP H (02/05/03)  352.237  (m)                       GP(       ) 3 2
 OO1426  NAD 83(1996)-  43 39 57.11563(N)    093 35 17.77788(W) AD(       ) 1
 OO1426  ELLIP H (03/16/99)  352.226  (m)                       GP(       ) 4 1
 OO1426  NAD 83(1986)-  43 39 57.10017(N)    093 35 17.77452(W) AD(       ) 1
 OO1426  NAVD 88 (08/15/96)  381.57   (m)         1251.9    (f) LEVELING    3  
 OO1426
 OO1426.Superseded values are not recommended for survey control.
 OO1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1426.See file dsdata.txt to determine how the superseded data were derived.
 OO1426
 OO1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5257134930(NAD 83)
 OO1426
 OO1426_MARKER: DV = VERTICAL CONTROL DISK
 OO1426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1426_SP_SET: COPPER-CLAD STEEL ROD
 OO1426_STAMPING: 2481 L 1980
 OO1426_MARK LOGO: MNDT  
 OO1426_PROJECTION: FLUSH
 OO1426_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1426+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 OO1426_ROD/PIPE-DEPTH:  7.3 meters
 OO1426
 OO1426  HISTORY     - Date     Condition        Report By
 OO1426  HISTORY     - 1980     MONUMENTED       MNDT
 OO1426  HISTORY     - 19900907 GOOD             NGS
 OO1426  HISTORY     - 19940413 GOOD             MNDT
 OO1426  HISTORY     - 19961118 GOOD             MNDT
 OO1426  HISTORY     - 20051206 GOOD             MNDT
 OO1426
 OO1426                          STATION DESCRIPTION
 OO1426
 OO1426'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1426'0.6 MI WEST FROM ALDEN.
 OO1426'THE MARK IS LOCATED ABOUT 0.55 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OO1426'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY
 OO1426'90 MILE POINT 145.8 IN THE NW 1/4 OF SECTION 3, T102N, R23W.  THE
 OO1426'MARK IS 97.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE EASTBOUND HIGHWAY
 OO1426'90 CENTERLINE, 86.7 FEET SOUTH OF THE CENTER OF THE EASTBOUND HIGHWAY
 OO1426'90 STATIONING STENCIL 430, 30 FEET EAST OF THE CENTER OF A DEAD-END
 OO1426'ROAD, 3.6 FEET NORTH OF A POWER POLE WITH A GUY WIRE AT A CROSSING OF
 OO1426'A NORTH-SOUTH LINE AND AN EAST-WEST LINE, 3 FEET NORTHWEST OF A R/W
 OO1426'SIGN POST, 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 0.7 FOOT
 OO1426'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OO1426'CONTROL MARK DISK STAMPED---2481 L 1980---, IS CRIMPED TO THE TOP OF
 OO1426'A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS
 OO1426'FLUSH WITH THE SURFACE OF THE GROUND.
 OO1426
 OO1426                          STATION RECOVERY (1990)
 OO1426
 OO1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1426'14.5 KM (9.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1426'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 0.8 KM (0.5
 OO1426'MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 109 (EXIT 146), 29.7 M
 OO1426'(97.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 OO1426'LANES OF THE HIGHWAY, 8.9 M (29.2 FT) EAST OF THE EXTENDED CENTER OF
 OO1426'AN ABANDONED ROAD, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH 4 GUY
 OO1426'WIRES, 0.4 M (1.3 FT) NORTH OF A FENCE, AND 0.3 M (1.0 FT) NORTH OF A
 OO1426'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1426
 OO1426                          STATION RECOVERY (1994)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1426'RECOVERED AS DESCRIBED
 OO1426
 OO1426                          STATION RECOVERY (1996)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1426'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1426'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
 OO1426
 OO1426                          STATION RECOVERY (2005)
 OO1426
 OO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1426'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF FREEBORN, 4.6 MI
 OO1426'(7.4 KM) NORTHWEST OF CONGER AND 0.7 MI (1.1 KM) WEST-SOUTHWEST OF
 OO1426'ALDEN.
 OO1426' 
 OO1426'FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 109 GO
 OO1426'0.55 MI (0.9 KM) WEST TO INTERSTATE HIGHWAY 90 MILE POINT 145.8.
 OO1426' 
 OO1426'THE MARK IS FOUND 97.5 FT (29.7 M) SOUTH OF THE EASTBOUND LANES OF
 OO1426'INTERSTATE HIGHWAY 90, 86.7 FT (26.4 M) SOUTH OF EASTBOUND INTERSTATE
 OO1426'HIGHWAY 90 STATION 430 STENCIL, 30 FT (9.1 M) EAST OF DEAD END ROAD,
 OO1426'3.6 FT (1.1 M) NORTH OF A POWER POLE AT A POWER LINE JUNCTION, 1.3 FT
 OO1426'(0.4 M) NORTH OF A RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) NORTH OF A
 OO1426'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1384 ***********************************************************************
 OO1384  DESIGNATION -  2481 M
 OO1384  PID         -  OO1384
 OO1384  STATE/COUNTY-  MN/FREEBORN
 OO1384  COUNTRY     -  US
 OO1384  USGS QUAD   -  ALDEN (1982)
 OO1384
 OO1384                         *CURRENT SURVEY CONTROL
 OO1384  ______________________________________________________________________
 OO1384* NAD 83(1986) POSITION- 43 39 56.8    (N) 093 34 38.9    (W)   HD_HELD2  
 OO1384* NAVD 88 ORTHO HEIGHT -   388.850  (meters)    1275.75  (feet) ADJUSTED  
 OO1384  ______________________________________________________________________
 OO1384  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1384  DYNAMIC HEIGHT  -        388.750 (meters)     1275.42  (feet) COMP
 OO1384  MODELED GRAVITY -    980,352.3   (mgal)                       NAVD 88
 OO1384
 OO1384  VERT ORDER      -  SECOND    CLASS I
 OO1384
 OO1384.The horizontal coordinates were established by autonomous hand held GPS
 OO1384.observations and have an estimated accuracy of +/- 10 meters.
 OO1384.
 OO1384.The orthometric height was determined by differential leveling and
 OO1384.adjusted in February 2009.
 OO1384
 OO1384.No vertical observational check was made to the station.
 OO1384
 OO1384.WARNING-Repeat measurements at this control monument indicate possible
 OO1384.vertical movement.
 OO1384
 OO1384.Photographs are available for this station.
 OO1384
 OO1384.The dynamic height is computed by dividing the NAVD 88
 OO1384.geopotential number by the normal gravity value computed on the
 OO1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1384.degrees latitude (g = 980.6199 gals.).
 OO1384
 OO1384.The modeled gravity was interpolated from observed gravity values.
 OO1384
 OO1384;                    North         East    Units  Estimated Accuracy
 OO1384;SPC MN S     -   174,065.      834,080.      MT  (+/- 10 meters HH2 GPS)
 OO1384
 OO1384                          SUPERSEDED SURVEY CONTROL
 OO1384
 OO1384  NAVD 88 (06/15/91)  388.858  (m)         1275.78   (f) SUPERSEDED  1 2
 OO1384
 OO1384.Superseded values are not recommended for survey control.
 OO1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1384.See file dsdata.txt to determine how the superseded data were derived.
 OO1384
 OO1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5344234914(NAD 83)
 OO1384
 OO1384_MARKER: DB = BENCH MARK DISK
 OO1384_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1384_SP_SET: BRIDGE ABUTMENT
 OO1384_STAMPING: 2481 M 1980
 OO1384_MARK LOGO: MNDT  
 OO1384_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1384+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 OO1384
 OO1384  HISTORY     - Date     Condition        Report By
 OO1384  HISTORY     - 1980     MONUMENTED       MNDT
 OO1384  HISTORY     - 19900907 GOOD             NGS
 OO1384  HISTORY     - 20051206 GOOD             MNDT
 OO1384
 OO1384                          STATION DESCRIPTION
 OO1384
 OO1384'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1384'IN ALDEN.
 OO1384'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO1384'TRUNK HIGHWAY 90 AT ALDEN.  THE MARK IS 26 FEET EAST OF AND ABOUT
 OO1384'LEVEL WITH THE CENTERLINE OF HIGHWAY 109 IN THE ABUTMENT IN SOUTHEAST
 OO1384'CORNER OF BRIDGE NUMBER 24810 CARRYING HIGHWAY 109 OVER HIGHWAY 90.
 OO1384'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 M 1980---,
 OO1384'IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1384
 OO1384                          STATION RECOVERY (1990)
 OO1384
 OO1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1384'13.6 KM (8.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1384'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1384'1.8 M (5.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO1384'ABUTMENT OF STATE HIGHWAY 109 OVERPASS (EXIT 146) OF THE HIGHWAY, AND
 OO1384'8.0 M (26.2 FT) EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
 OO1384
 OO1384                          STATION RECOVERY (2005)
 OO1384
 OO1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1384'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF FREEBORN, 4.3 MI
 OO1384'(6.9 KM) NORTHWEST OF CONGER AND IN ALDEN, IN SOUTHEAST CORNER OF
 OO1384'TRUNK HIGHWAY 109 BRIDGE NUMBER 24810 OVER INTERSTATE HIGHWAY 90.
 OO1384' 
 OO1384'THE MARK IS 5.9 FT (1.8 M) NORTHWEST OF THE SOUTHEAST END OF SOUTH
 OO1384'CONCRETE ABUTMENT, 26.2 FT (8.0 M) EAST OF TRUNK HIGHWAY 109.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1396 ***********************************************************************
 OO1396  DESIGNATION -  2481 N
 OO1396  PID         -  OO1396
 OO1396  STATE/COUNTY-  MN/FREEBORN
 OO1396  COUNTRY     -  US
 OO1396  USGS QUAD   -  ALDEN (1982)
 OO1396
 OO1396                         *CURRENT SURVEY CONTROL
 OO1396  ______________________________________________________________________
 OO1396* NAD 83(1986) POSITION- 43 39 57.     (N) 093 33 59.     (W)   SCALED    
 OO1396* NAVD 88 ORTHO HEIGHT -   387.605  (meters)    1271.67  (feet) ADJUSTED  
 OO1396  ______________________________________________________________________
 OO1396  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1396  DYNAMIC HEIGHT  -        387.505 (meters)     1271.34  (feet) COMP
 OO1396  MODELED GRAVITY -    980,351.5   (mgal)                       NAVD 88
 OO1396
 OO1396  VERT ORDER      -  FIRST     CLASS II
 OO1396
 OO1396.The horizontal coordinates were scaled from a topographic map and have
 OO1396.an estimated accuracy of +/- 6 seconds.
 OO1396.
 OO1396.The orthometric height was determined by differential leveling and
 OO1396.adjusted in June 1991.
 OO1396
 OO1396.The dynamic height is computed by dividing the NAVD 88
 OO1396.geopotential number by the normal gravity value computed on the
 OO1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1396.degrees latitude (g = 980.6199 gals.).
 OO1396
 OO1396.The modeled gravity was interpolated from observed gravity values.
 OO1396
 OO1396;                    North         East    Units  Estimated Accuracy
 OO1396;SPC MN S     -   174,080.      834,970.      MT  (+/- 180 meters Scaled)
 OO1396
 OO1396                          SUPERSEDED SURVEY CONTROL
 OO1396
 OO1396.No superseded survey control is available for this station.
 OO1396
 OO1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ543349(NAD 83)
 OO1396
 OO1396_MARKER: DV = VERTICAL CONTROL DISK
 OO1396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1396_SP_SET: COPPER-CLAD STEEL ROD
 OO1396_STAMPING: 2481 N 1980
 OO1396_MARK LOGO: MNDT  
 OO1396_PROJECTION: PROJECTING 10 CENTIMETERS
 OO1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1396+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1396_ROD/PIPE-DEPTH: 7.3  meters
 OO1396
 OO1396  HISTORY     - Date     Condition        Report By
 OO1396  HISTORY     - 1980     MONUMENTED       MNDT
 OO1396  HISTORY     - 19900907 GOOD             NGS
 OO1396
 OO1396                          STATION DESCRIPTION
 OO1396
 OO1396'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1396'0.6 MI EAST FROM ALDEN.
 OO1396'THE MARK IS LOCATED 0.6 MILE EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1396'ITS JUNCTION WITH TRUNK HIGHWAY 109 IN ALDEN AND IS NEAR HIGHWAY 90
 OO1396'MILE POINT 146.7 IN THE SW 1/4 OF SECTION 2, T102N, R23W.  THE MARK
 OO1396'IS 224.3 FEET WEST-NORTHWEST OF THE CENTER OF EASTBOUND HIGHWAY 90
 OO1396'STATIONING STENCIL 490, 42.5 FEET NORTH OF AND 3 FEET LOWER THAN THE
 OO1396'EASTBOUND HIGHWAY 90 CENTERLINE, 42 FEET SOUTH OF THE WESTBOUND
 OO1396'HIGHWAY 90 CENTERLINE, 25 FEET EAST OF THE CENTER OF AN EMERGENCY
 OO1396'CROSS OVER, 21.6 FEET NORTHEAST OF THE NORTH END OF AN 18 INCH METAL
 OO1396'CULVERT UNDER EASTBOUND HIGHWAY 90 AND 0.6 FOOT EAST OF A STEEL
 OO1396'WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1396'STAMPED---2481 N 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1396'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1396'ABOVE GROUND LEVEL.
 OO1396
 OO1396                          STATION RECOVERY (1990)
 OO1396
 OO1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1396'12.7 KM (7.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1396'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 0.9 KM (0.6
 OO1396'MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 109 (EXIT 146), 13.0 M
 OO1396'(42.7 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO1396'HIGHWAY, 7.2 M (23.6 FT) EAST OF THE CENTER OF A CROSSOVER, 6.3 M
 OO1396'(20.7 FT) NORTHWEST OF THE NORTH END OF A 24-INCH PIPE CULVERT, 0.5 M
 OO1396'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A
 OO1396'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1397 ***********************************************************************
 OO1397  DESIGNATION -  2481 P
 OO1397  PID         -  OO1397
 OO1397  STATE/COUNTY-  MN/FREEBORN
 OO1397  COUNTRY     -  US
 OO1397  USGS QUAD   -  ALDEN (1982)
 OO1397
 OO1397                         *CURRENT SURVEY CONTROL
 OO1397  ______________________________________________________________________
 OO1397* NAD 83(1986) POSITION- 43 40 00.     (N) 093 33 21.     (W)   SCALED    
 OO1397* NAVD 88 ORTHO HEIGHT -   397.865  (meters)    1305.33  (feet) ADJUSTED  
 OO1397  ______________________________________________________________________
 OO1397  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1397  DYNAMIC HEIGHT  -        397.763 (meters)     1304.99  (feet) COMP
 OO1397  MODELED GRAVITY -    980,350.9   (mgal)                       NAVD 88
 OO1397
 OO1397  VERT ORDER      -  SECOND    CLASS I
 OO1397
 OO1397.The horizontal coordinates were scaled from a topographic map and have
 OO1397.an estimated accuracy of +/- 6 seconds.
 OO1397.
 OO1397.The orthometric height was determined by differential leveling and
 OO1397.adjusted in June 1991.
 OO1397
 OO1397.The dynamic height is computed by dividing the NAVD 88
 OO1397.geopotential number by the normal gravity value computed on the
 OO1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1397.degrees latitude (g = 980.6199 gals.).
 OO1397
 OO1397.The modeled gravity was interpolated from observed gravity values.
 OO1397
 OO1397;                    North         East    Units  Estimated Accuracy
 OO1397;SPC MN S     -   174,170.      835,830.      MT  (+/- 180 meters Scaled)
 OO1397
 OO1397                          SUPERSEDED SURVEY CONTROL
 OO1397
 OO1397.No superseded survey control is available for this station.
 OO1397
 OO1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ551350(NAD 83)
 OO1397
 OO1397_MARKER: DB = BENCH MARK DISK
 OO1397_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1397+WITH SETTING: PAVEMENT
 OO1397_SP_SET: CONCRETE BASE FOR LEG OF SIGN
 OO1397_STAMPING: 2481 P 1980
 OO1397_MARK LOGO: MNDT  
 OO1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1397+STABILITY: SURFACE MOTION
 OO1397
 OO1397  HISTORY     - Date     Condition        Report By
 OO1397  HISTORY     - 1980     MONUMENTED       MNDT
 OO1397
 OO1397                          STATION DESCRIPTION
 OO1397
 OO1397'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1397'1.1 MI EAST FROM ALDEN.
 OO1397'THE MARK IS LOCATED 1.15 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1397'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1397'MILE POINT 147.2 IN THE NE 1/4 OF SECTION 2, T102N, R23W.  THE MARK
 OO1397'IS 59.7 FEET NORTH OF AND 6 FEET LOWER THAN THE WESTBOUND CENTERLINE
 OO1397'OF HIGHWAY 90 AND 70.1 FEET SOUTH OF THE RIGHT-OF-WAY FENCE IN THE
 OO1397'SOUTH SIDE OF THE CONCRETE BASE FOR THE NORTH LEG OF A SIGN STATING
 OO1397'EXIT 146 109 8 ALDEN AND MANKATO 1 MILE.  THE MARK, A STANDARD MNHD
 OO1397'VERTICAL CONTROL MARK DISK STAMPED---2481 P 1980---, IS CEMENTED IN A
 OO1397'DRILL HOLE IN THE CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1398 ***********************************************************************
 OO1398  DESIGNATION -  2481 Q
 OO1398  PID         -  OO1398
 OO1398  STATE/COUNTY-  MN/FREEBORN
 OO1398  COUNTRY     -  US
 OO1398  USGS QUAD   -  ALDEN (1982)
 OO1398
 OO1398                         *CURRENT SURVEY CONTROL
 OO1398  ______________________________________________________________________
 OO1398* NAD 83(2007) POSITION- 43 39 54.04700(N) 093 32 42.50924(W)   ADJUSTED  
 OO1398* NAD 83(2007) ELLIP HT-   376.042 (meters)        (02/10/07)   ADJUSTED
 OO1398* NAD 83(2007) EPOCH   -  2002.00
 OO1398* NAVD 88 ORTHO HEIGHT -   405.454  (meters)    1330.23  (feet) ADJUSTED  
 OO1398  ______________________________________________________________________
 OO1398  NAD 83(2007) X  -   -285,771.631 (meters)                     COMP
 OO1398  NAD 83(2007) Y  - -4,612,681.394 (meters)                     COMP
 OO1398  NAD 83(2007) Z  -  4,381,501.951 (meters)                     COMP
 OO1398  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC09
 OO1398  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1398  DYNAMIC HEIGHT  -        405.350 (meters)     1329.89  (feet) COMP
 OO1398  MODELED GRAVITY -    980,350.3   (mgal)                       NAVD 88
 OO1398
 OO1398  VERT ORDER      -  FIRST     CLASS II
 OO1398
 OO1398  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1398  Type                                         Horiz  Ellip  Dist(km)
 OO1398  -------------------------------------------------------------------
 OO1398  NETWORK                                       0.56   0.53
 OO1398  -------------------------------------------------------------------
 OO1398  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.43      3.48
 OO1398  -------------------------------------------------------------------
 OO1398  NOTE: Click here for information on individual local accuracy
 OO1398  values and other accuracy information.
 OO1398
 OO1398
 OO1398.The horizontal coordinates were established by GPS observations
 OO1398.and adjusted by the National Geodetic Survey in February 2007.
 OO1398
 OO1398.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1398.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1398
 OO1398.The horizontal coordinates are valid at the epoch date displayed above
 OO1398.which is a decimal equivalence of Year/Month/Day.
 OO1398
 OO1398.The orthometric height was determined by differential leveling and
 OO1398.adjusted in June 1991.
 OO1398
 OO1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1398
 OO1398.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1398
 OO1398.The ellipsoidal height was determined by GPS observations
 OO1398.and is referenced to NAD 83.
 OO1398
 OO1398.The dynamic height is computed by dividing the NAVD 88
 OO1398.geopotential number by the normal gravity value computed on the
 OO1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1398.degrees latitude (g = 980.6199 gals.).
 OO1398
 OO1398.The modeled gravity was interpolated from observed gravity values.
 OO1398
 OO1398. The following values were computed from the NAD 83(2007) position.
 OO1398
 OO1398;                    North         East     Units Scale Factor Converg.
 OO1398;SPC MN S     -   173,994.375   836,687.937   MT  1.00002774   +0 19 07.8
 OO1398;SPC MN S     -   570,846.55  2,745,033.67   sFT  1.00002774   +0 19 07.8
 OO1398;UTM  15      - 4,834,812.039   456,048.581   MT  0.99962376   -0 22 35.0
 OO1398
 OO1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1398!SPC MN S     -   0.99994104  x   1.00002774  =   0.99996877
 OO1398!UTM  15      -   0.99994104  x   0.99962376  =   0.99956482
 OO1398
 OO1398                          SUPERSEDED SURVEY CONTROL
 OO1398
 OO1398  NAD 83(1996)-  43 39 54.04608(N)    093 32 42.50823(W) AD(       ) 1
 OO1398  ELLIP H (02/05/03)  376.108  (m)                       GP(       ) 3 2
 OO1398  NAVD 88 (02/05/03)  405.45   (m)         1330.2    (f) LEVELING    3  
 OO1398
 OO1398.Superseded values are not recommended for survey control.
 OO1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1398.See file dsdata.txt to determine how the superseded data were derived.
 OO1398
 OO1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5604834812(NAD 83)
 OO1398
 OO1398_MARKER: DV = VERTICAL CONTROL DISK
 OO1398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1398_SP_SET: COPPER-CLAD STEEL ROD
 OO1398_STAMPING: 2481 Q 1980
 OO1398_MARK LOGO: MNDT  
 OO1398_PROJECTION: FLUSH
 OO1398_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1398+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 OO1398_ROD/PIPE-DEPTH:  7.3 meters
 OO1398
 OO1398  HISTORY     - Date     Condition        Report By
 OO1398  HISTORY     - 1980     MONUMENTED       MNDT
 OO1398  HISTORY     - 19900907 GOOD             NGS
 OO1398  HISTORY     - 19961118 GOOD             MNDT
 OO1398
 OO1398                          STATION DESCRIPTION
 OO1398
 OO1398'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1398'1.6 MI EAST FROM ALDEN.
 OO1398'THE MARK IS LOCATED 1.65 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1398'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1398'MILE POINT 147.8 IN THE NW 1/4 OF SECTION 1, T102N, R23W.  THE MARK
 OO1398'IS 113.5 FEET SOUTHWEST OF THE CENTER OF EASTBOUND HIGHWAY 90
 OO1398'STATIONING STENCIL 545, 98 FEET SOUTH OF AND 3 FEET HIGHER THAN THE
 OO1398'EASTBOUND HIGHWAY 90 CENTERLINE AT A BRASS PLUG STAMPED PT, 2.2 FEET
 OO1398'NORTH OF A R/W SIGN POST, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND
 OO1398'0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OO1398'VERTICAL CONTROL MARK DISK STAMPED---2481 Q 1980---, IS CRIMPED TO
 OO1398'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OO1398'STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 OO1398
 OO1398                          STATION RECOVERY (1990)
 OO1398
 OO1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1398'11.0 KM (6.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1398'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 2.6 KM (1.6
 OO1398'MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 109 (EXIT 146), 29.9 M
 OO1398'(98.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND
 OO1398'LANES OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF A FENCE, AND 0.2 M (0.7
 OO1398'FT) NORTH OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH
 OO1398'PVC PIPE.
 OO1398
 OO1398                          STATION RECOVERY (1996)
 OO1398
 OO1398'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1398'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1398'FAI 90 MP 147.65, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS
 OO1398'24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1399 ***********************************************************************
 OO1399  DESIGNATION -  2481 R
 OO1399  PID         -  OO1399
 OO1399  STATE/COUNTY-  MN/FREEBORN
 OO1399  COUNTRY     -  US
 OO1399  USGS QUAD   -  ALDEN (1982)
 OO1399
 OO1399                         *CURRENT SURVEY CONTROL
 OO1399  ______________________________________________________________________
 OO1399* NAD 83(1986) POSITION- 43 40 02.     (N) 093 32 07.     (W)   SCALED    
 OO1399* NAVD 88 ORTHO HEIGHT -   395.657  (meters)    1298.08  (feet) ADJUSTED  
 OO1399  ______________________________________________________________________
 OO1399  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1399  DYNAMIC HEIGHT  -        395.554 (meters)     1297.75  (feet) COMP
 OO1399  MODELED GRAVITY -    980,350.0   (mgal)                       NAVD 88
 OO1399
 OO1399  VERT ORDER      -  SECOND    CLASS I
 OO1399
 OO1399.The horizontal coordinates were scaled from a topographic map and have
 OO1399.an estimated accuracy of +/- 6 seconds.
 OO1399.
 OO1399.The orthometric height was determined by differential leveling and
 OO1399.adjusted in June 1991.
 OO1399
 OO1399.The dynamic height is computed by dividing the NAVD 88
 OO1399.geopotential number by the normal gravity value computed on the
 OO1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1399.degrees latitude (g = 980.6199 gals.).
 OO1399
 OO1399.The modeled gravity was interpolated from observed gravity values.
 OO1399
 OO1399;                    North         East    Units  Estimated Accuracy
 OO1399;SPC MN S     -   174,240.      837,480.      MT  (+/- 180 meters Scaled)
 OO1399
 OO1399                          SUPERSEDED SURVEY CONTROL
 OO1399
 OO1399.No superseded survey control is available for this station.
 OO1399
 OO1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ568350(NAD 83)
 OO1399
 OO1399_MARKER: DB = BENCH MARK DISK
 OO1399_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1399+WITH SETTING: PAVEMENT
 OO1399_SP_SET: CONCRETE BASE FOR LEG OF SIGN
 OO1399_STAMPING: 2481 R 1980
 OO1399_MARK LOGO: MNDT  
 OO1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1399+STABILITY: SURFACE MOTION
 OO1399
 OO1399  HISTORY     - Date     Condition        Report By
 OO1399  HISTORY     - 1980     MONUMENTED       MNDT
 OO1399
 OO1399                          STATION DESCRIPTION
 OO1399
 OO1399'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1399'2.2 MI EAST FROM ALDEN.
 OO1399'THE MARK IS LOCATED 2.2 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1399'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1399'MILE POINT 148.3 IN THE NE 1/4 OF SECTION 1, T102N, R23W.  THE MARK
 OO1399'IS 302.3 FEET NORTHEAST OF THE CENTER OF WESTBOUND HIGHWAY 90
 OO1399'STATIONING STENCIL 575, 51.4 FEET NORTH OF AND 3 FEET LOWER THAN THE
 OO1399'WESTBOUND CENTERLINE OF HIGHWAY 90 AND 47.8 FEET SOUTH OF THE
 OO1399'RIGHT-OF-WAY FENCE IN THE SOUTH SIDE OF THE CONCRETE BASE FOR THE
 OO1399'SOUTH LEG OF THE WESTBOUND HIGHWAY 90 SIGN STATING EXIT 146 109 8
 OO1399'ALDEN AND MANKATO 2 MILES.  THE MARK, A STANDARD MNHD VERTICAL
 OO1399'CONTROL MARK DISK STAMPED---2481 R 1980---, IS CEMENTED IN THE
 OO1399'CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1400 ***********************************************************************
 OO1400  DESIGNATION -  2481 S
 OO1400  PID         -  OO1400
 OO1400  STATE/COUNTY-  MN/FREEBORN
 OO1400  COUNTRY     -  US
 OO1400  USGS QUAD   -  ALDEN (1982)
 OO1400
 OO1400                         *CURRENT SURVEY CONTROL
 OO1400  ______________________________________________________________________
 OO1400* NAD 83(2007) POSITION- 43 39 56.73253(N) 093 31 06.56404(W)   ADJUSTED  
 OO1400* NAD 83(2007) ELLIP HT-   368.664 (meters)        (02/10/07)   ADJUSTED
 OO1400* NAD 83(2007) EPOCH   -  2002.00
 OO1400* NAVD 88 ORTHO HEIGHT -   398.071  (meters)    1306.00  (feet) ADJUSTED  
 OO1400  ______________________________________________________________________
 OO1400  NAD 83(2007) X  -   -283,622.147 (meters)                     COMP
 OO1400  NAD 83(2007) Y  - -4,612,751.375 (meters)                     COMP
 OO1400  NAD 83(2007) Z  -  4,381,556.816 (meters)                     COMP
 OO1400  LAPLACE CORR    -          0.77  (seconds)                    DEFLEC09
 OO1400  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 OO1400  DYNAMIC HEIGHT  -        397.968 (meters)     1305.67  (feet) COMP
 OO1400  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 OO1400
 OO1400  VERT ORDER      -  FIRST     CLASS II
 OO1400
 OO1400  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1400  Type                                         Horiz  Ellip  Dist(km)
 OO1400  -------------------------------------------------------------------
 OO1400  NETWORK                                       0.42   0.51
 OO1400  -------------------------------------------------------------------
 OO1400  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.48   0.47      5.45
 OO1400  -------------------------------------------------------------------
 OO1400  NOTE: Click here for information on individual local accuracy
 OO1400  values and other accuracy information.
 OO1400
 OO1400
 OO1400.The horizontal coordinates were established by GPS observations
 OO1400.and adjusted by the National Geodetic Survey in February 2007.
 OO1400
 OO1400.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1400.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1400
 OO1400.The horizontal coordinates are valid at the epoch date displayed above
 OO1400.which is a decimal equivalence of Year/Month/Day.
 OO1400
 OO1400.The orthometric height was determined by differential leveling and
 OO1400.adjusted in June 1991.
 OO1400
 OO1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1400
 OO1400.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1400
 OO1400.The ellipsoidal height was determined by GPS observations
 OO1400.and is referenced to NAD 83.
 OO1400
 OO1400.The dynamic height is computed by dividing the NAVD 88
 OO1400.geopotential number by the normal gravity value computed on the
 OO1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1400.degrees latitude (g = 980.6199 gals.).
 OO1400
 OO1400.The modeled gravity was interpolated from observed gravity values.
 OO1400
 OO1400. The following values were computed from the NAD 83(2007) position.
 OO1400
 OO1400;                    North         East     Units Scale Factor Converg.
 OO1400;SPC MN S     -   174,089.571   838,837.074   MT  1.00002755   +0 20 15.0
 OO1400;SPC MN S     -   571,158.87  2,752,084.63   sFT  1.00002755   +0 20 15.0
 OO1400;UTM  15      - 4,834,881.118   458,197.844   MT  0.99962149   -0 21 28.8
 OO1400
 OO1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1400!SPC MN S     -   0.99994219  x   1.00002755  =   0.99996974
 OO1400!UTM  15      -   0.99994219  x   0.99962149  =   0.99956370
 OO1400
 OO1400                          SUPERSEDED SURVEY CONTROL
 OO1400
 OO1400  NAD 83(1996)-  43 39 56.73171(N)    093 31 06.56305(W) AD(       ) 1
 OO1400  ELLIP H (02/05/03)  368.731  (m)                       GP(       ) 3 2
 OO1400  NAD 83(1996)-  43 39 56.73162(N)    093 31 06.56301(W) AD(       ) 1
 OO1400  ELLIP H (03/16/99)  368.728  (m)                       GP(       ) 4 1
 OO1400  NAD 83(1986)-  43 39 56.71649(N)    093 31 06.55940(W) AD(       ) 1
 OO1400  NAVD 88 (08/15/96)  398.07   (m)         1306.0    (f) LEVELING    3  
 OO1400
 OO1400.Superseded values are not recommended for survey control.
 OO1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1400.See file dsdata.txt to determine how the superseded data were derived.
 OO1400
 OO1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5819734881(NAD 83)
 OO1400
 OO1400_MARKER: DV = VERTICAL CONTROL DISK
 OO1400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1400_SP_SET: COPPER-CLAD STEEL ROD
 OO1400_STAMPING: 2481 S 1980
 OO1400_MARK LOGO: MNDT  
 OO1400_PROJECTION: FLUSH
 OO1400_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1400+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 OO1400_ROD/PIPE-DEPTH:  7.3 meters
 OO1400
 OO1400  HISTORY     - Date     Condition        Report By
 OO1400  HISTORY     - 1980     MONUMENTED       MNDT
 OO1400  HISTORY     - 19900907 GOOD             NGS
 OO1400  HISTORY     - 19940413 GOOD             MNDT
 OO1400  HISTORY     - 19961118 GOOD             MNDT
 OO1400
 OO1400                          STATION DESCRIPTION
 OO1400
 OO1400'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1400'2.9 MI EAST FROM ALDEN.
 OO1400'THE MARK IS LOCATED 2.9 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1400'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1400'MILE POST 149 IN THE NW 1/4 OF SECTION 6, T102N, R22W.  THE MARK IS
 OO1400'98.3 FEET SOUTH OF AND 4 FEET HIGHER THAN THE EASTBOUND HIGHWAY 90
 OO1400'CENTERLINE, 87.2 FEET SOUTH OF THE CENTER OF THE HIGHWAY 90 EASTBOUND
 OO1400'STATIONING STENCIL 615, 66.3 FEET SOUTH OF EASTBOUND MILE POST 149,
 OO1400'0.8 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND 0.7 FOOT NORTH OF A
 OO1400'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1400'DISK STAMPED---2481 S 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 OO1400'INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2
 OO1400'INCHES ABOVE GROUND LEVEL.
 OO1400
 OO1400                          STATION RECOVERY (1990)
 OO1400
 OO1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1400'8.8 KM (5.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1400'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 1.1 KM (0.7
 OO1400'MI) WEST OF THE INTERSECTION OF COUNTY ROAD 12, 30.5 M (100.1 FT)
 OO1400'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 0.6 M
 OO1400'(2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.25 M (0.82 FT) NORTH
 OO1400'OF A WITNESS POST AND FENCE.  NOTE--THE ROD IS ENCASED IN A 6-INCH
 OO1400'PVC PIPE.
 OO1400
 OO1400                          STATION RECOVERY (1994)
 OO1400
 OO1400'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OO1400'RECOVERED AS DESCRIBED
 OO1400
 OO1400                          STATION RECOVERY (1996)
 OO1400
 OO1400'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1400'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OO1400'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1401 ***********************************************************************
 OO1401  DESIGNATION -  2481 T
 OO1401  PID         -  OO1401
 OO1401  STATE/COUNTY-  MN/FREEBORN
 OO1401  COUNTRY     -  US
 OO1401  USGS QUAD   -  ALDEN (1982)
 OO1401
 OO1401                         *CURRENT SURVEY CONTROL
 OO1401  ______________________________________________________________________
 OO1401* NAD 83(1986) POSITION- 43 40 09.     (N) 093 30 34.     (W)   SCALED    
 OO1401* NAVD 88 ORTHO HEIGHT -   405.627  (meters)    1330.79  (feet) ADJUSTED  
 OO1401  ______________________________________________________________________
 OO1401  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 OO1401  DYNAMIC HEIGHT  -        405.522 (meters)     1330.45  (feet) COMP
 OO1401  MODELED GRAVITY -    980,349.6   (mgal)                       NAVD 88
 OO1401
 OO1401  VERT ORDER      -  SECOND    CLASS I
 OO1401
 OO1401.The horizontal coordinates were scaled from a topographic map and have
 OO1401.an estimated accuracy of +/- 6 seconds.
 OO1401.
 OO1401.The orthometric height was determined by differential leveling and
 OO1401.adjusted in June 1991.
 OO1401
 OO1401.The dynamic height is computed by dividing the NAVD 88
 OO1401.geopotential number by the normal gravity value computed on the
 OO1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1401.degrees latitude (g = 980.6199 gals.).
 OO1401
 OO1401.The modeled gravity was interpolated from observed gravity values.
 OO1401
 OO1401;                    North         East    Units  Estimated Accuracy
 OO1401;SPC MN S     -   174,470.      839,560.      MT  (+/- 180 meters Scaled)
 OO1401
 OO1401                          SUPERSEDED SURVEY CONTROL
 OO1401
 OO1401.No superseded survey control is available for this station.
 OO1401
 OO1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ589352(NAD 83)
 OO1401
 OO1401_MARKER: DB = BENCH MARK DISK
 OO1401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1401_SP_SET: BRIDGE ABUTMENT
 OO1401_STAMPING: 2481 T 1980
 OO1401_MARK LOGO: MNDT  
 OO1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1401
 OO1401  HISTORY     - Date     Condition        Report By
 OO1401  HISTORY     - 1980     MONUMENTED       MNDT
 OO1401
 OO1401                          STATION DESCRIPTION
 OO1401
 OO1401'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1401'3.4 MI EAST FROM ALDEN.
 OO1401'THE MARK IS LOCATED 3.5 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1401'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1401'MILE POINT 149.6 IN THE NE 1/4 OF SECTION 6, T102N, R22W.  THE MARK
 OO1401'IS 25.9 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND HIGHWAY
 OO1401'90 CENTERLINE IN THE SOUTHEAST END OF THE SOUTH ABUTMENT OF BRIDGE
 OO1401'NUMBER 24838 CARRYING HIGHWAY 90 OVER THE RAILROAD.  THE MARK, A
 OO1401'STANDARD MNHD BENCH MARK DISK STAMPED---2481 T 1980---, IS CEMENTED
 OO1401'IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1402 ***********************************************************************
 OO1402  DESIGNATION -  2481 U
 OO1402  PID         -  OO1402
 OO1402  STATE/COUNTY-  MN/FREEBORN
 OO1402  COUNTRY     -  US
 OO1402  USGS QUAD   -  ALDEN (1982)
 OO1402
 OO1402                         *CURRENT SURVEY CONTROL
 OO1402  ______________________________________________________________________
 OO1402* NAD 83(1986) POSITION- 43 40 18.     (N) 093 30 27.     (W)   SCALED    
 OO1402* NAVD 88 ORTHO HEIGHT -   402.339  (meters)    1320.01  (feet) ADJUSTED  
 OO1402  ______________________________________________________________________
 OO1402  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 OO1402  DYNAMIC HEIGHT  -        402.235 (meters)     1319.67  (feet) COMP
 OO1402  MODELED GRAVITY -    980,349.9   (mgal)                       NAVD 88
 OO1402
 OO1402  VERT ORDER      -  FIRST     CLASS II
 OO1402
 OO1402.The horizontal coordinates were scaled from a topographic map and have
 OO1402.an estimated accuracy of +/- 6 seconds.
 OO1402.
 OO1402.The orthometric height was determined by differential leveling and
 OO1402.adjusted in June 1991.
 OO1402
 OO1402.The dynamic height is computed by dividing the NAVD 88
 OO1402.geopotential number by the normal gravity value computed on the
 OO1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1402.degrees latitude (g = 980.6199 gals.).
 OO1402
 OO1402.The modeled gravity was interpolated from observed gravity values.
 OO1402
 OO1402;                    North         East    Units  Estimated Accuracy
 OO1402;SPC MN S     -   174,750.      839,720.      MT  (+/- 180 meters Scaled)
 OO1402
 OO1402                          SUPERSEDED SURVEY CONTROL
 OO1402
 OO1402.No superseded survey control is available for this station.
 OO1402
 OO1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ590355(NAD 83)
 OO1402
 OO1402_MARKER: DD = SURVEY DISK
 OO1402_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1402_SP_SET: BRIDGE ABUTMENT
 OO1402_STAMPING: 2481 U 1980
 OO1402_MARK LOGO: MNDT  
 OO1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1402+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1402
 OO1402  HISTORY     - Date     Condition        Report By
 OO1402  HISTORY     - 1980     MONUMENTED       MNDT
 OO1402  HISTORY     - 19900907 GOOD             NGS
 OO1402
 OO1402                          STATION DESCRIPTION
 OO1402
 OO1402'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1402'3.5 MI EAST FROM ALDEN.
 OO1402'THE MARK IS LOCATED 3.7 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1402'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1402'MILE POINT 149.8 IN THE NW 1/4 OF SECTION 5, T102N, R22W.  THE MARK
 OO1402'IS 25.9 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE EASTBOUND
 OO1402'CENTERLINE OF HIGHWAY 90 IN THE SOUTHEAST END OF THE NORTHEAST
 OO1402'ABUTMENT OF BRIDGE NUMBER 24840 CARRYING HIGHWAY 90 OVER COUNTY ROAD
 OO1402'12.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2481 U
 OO1402'1980---, IS CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
 OO1402
 OO1402                          STATION RECOVERY (1990)
 OO1402
 OO1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1402'7.7 KM (4.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1402'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1402'1.8 M (5.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 OO1402'CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS (NUMBER 24840) OF
 OO1402'COUNTY ROAD 12, AND 8.0 M (26.2 FT) SOUTHEAST OF AND LEVEL WITH THE
 OO1402'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1403 ***********************************************************************
 OO1403  DESIGNATION -  2481 V
 OO1403  PID         -  OO1403
 OO1403  STATE/COUNTY-  MN/FREEBORN
 OO1403  COUNTRY     -  US
 OO1403  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1403
 OO1403                         *CURRENT SURVEY CONTROL
 OO1403  ______________________________________________________________________
 OO1403* NAD 83(2007) POSITION- 43 40 37.11279(N) 093 29 19.33845(W)   ADJUSTED  
 OO1403* NAD 83(2007) ELLIP HT-   359.835 (meters)        (02/10/07)   ADJUSTED
 OO1403* NAD 83(2007) EPOCH   -  2002.00
 OO1403* NAVD 88 ORTHO HEIGHT -   389.222  (meters)    1276.97  (feet) ADJUSTED  
 OO1403  ______________________________________________________________________
 OO1403  NAD 83(2007) X  -   -281,171.438 (meters)                     COMP
 OO1403  NAD 83(2007) Y  - -4,612,032.804 (meters)                     COMP
 OO1403  NAD 83(2007) Z  -  4,382,452.195 (meters)                     COMP
 OO1403  LAPLACE CORR    -          1.40  (seconds)                    DEFLEC09
 OO1403  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 OO1403  DYNAMIC HEIGHT  -        389.122 (meters)     1276.64  (feet) COMP
 OO1403  MODELED GRAVITY -    980,351.0   (mgal)                       NAVD 88
 OO1403
 OO1403  VERT ORDER      -  FIRST     CLASS II
 OO1403
 OO1403  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1403  Type                                         Horiz  Ellip  Dist(km)
 OO1403  -------------------------------------------------------------------
 OO1403  NETWORK                                       0.61   0.65
 OO1403  -------------------------------------------------------------------
 OO1403  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.51   0.47      2.80
 OO1403  -------------------------------------------------------------------
 OO1403  NOTE: Click here for information on individual local accuracy
 OO1403  values and other accuracy information.
 OO1403
 OO1403
 OO1403.The horizontal coordinates were established by GPS observations
 OO1403.and adjusted by the National Geodetic Survey in February 2007.
 OO1403
 OO1403.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1403.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1403
 OO1403.The horizontal coordinates are valid at the epoch date displayed above
 OO1403.which is a decimal equivalence of Year/Month/Day.
 OO1403
 OO1403.The orthometric height was determined by differential leveling and
 OO1403.adjusted in June 1991.
 OO1403
 OO1403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1403
 OO1403.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1403
 OO1403.The ellipsoidal height was determined by GPS observations
 OO1403.and is referenced to NAD 83.
 OO1403
 OO1403.The dynamic height is computed by dividing the NAVD 88
 OO1403.geopotential number by the normal gravity value computed on the
 OO1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1403.degrees latitude (g = 980.6199 gals.).
 OO1403
 OO1403.The modeled gravity was interpolated from observed gravity values.
 OO1403
 OO1403. The following values were computed from the NAD 83(2007) position.
 OO1403
 OO1403;                    North         East     Units Scale Factor Converg.
 OO1403;SPC MN S     -   175,350.413   841,231.603   MT  1.00002474   +0 21 30.2
 OO1403;SPC MN S     -   575,295.48  2,759,940.68   sFT  1.00002474   +0 21 30.2
 OO1403;UTM  15      - 4,836,112.293   460,606.528   MT  0.99961909   -0 20 15.0
 OO1403
 OO1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1403!SPC MN S     -   0.99994358  x   1.00002474  =   0.99996832
 OO1403!UTM  15      -   0.99994358  x   0.99961909  =   0.99956269
 OO1403
 OO1403                          SUPERSEDED SURVEY CONTROL
 OO1403
 OO1403  NAD 83(1996)-  43 40 37.11191(N)    093 29 19.33748(W) AD(       ) 1
 OO1403  ELLIP H (02/05/03)  359.899  (m)                       GP(       ) 3 2
 OO1403  NAVD 88 (02/05/03)  389.22   (m)         1277.0    (f) LEVELING    3  
 OO1403
 OO1403.Superseded values are not recommended for survey control.
 OO1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1403.See file dsdata.txt to determine how the superseded data were derived.
 OO1403
 OO1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6060636112(NAD 83)
 OO1403
 OO1403_MARKER: DV = VERTICAL CONTROL DISK
 OO1403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1403_SP_SET: COPPER-CLAD STEEL ROD
 OO1403_STAMPING: 2481 V 1980
 OO1403_MARK LOGO: MNDT  
 OO1403_PROJECTION: FLUSH
 OO1403_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1403+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1996
 OO1403_ROD/PIPE-DEPTH:  9.8 meters
 OO1403
 OO1403  HISTORY     - Date     Condition        Report By
 OO1403  HISTORY     - 1980     MONUMENTED       MNDT
 OO1403  HISTORY     - 19900907 GOOD             NGS
 OO1403  HISTORY     - 19961118 GOOD             MNDT
 OO1403
 OO1403                          STATION DESCRIPTION
 OO1403
 OO1403'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1403'4.4 MI EAST FROM ALDEN.
 OO1403'THE MARK IS LOCATED 4.7 MILES EAST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1403'ITS JUNCTION WITH TRUNK HIGHWAY 109 AT ALDEN AND IS NEAR HIGHWAY 90
 OO1403'MILE POINT 150.8 IN THE SE 1/4 OF SECTION 32, T103N, R22W.  THE MARK
 OO1403'IS 247.3 FEET SOUTHEAST OF THE CENTER OF EASTBOUND HIGHWAY 90 STATION
 OO1403'STENCIL 705, 97.9 FEET SOUTH OF AND 5 FEET LOWER THAN THE EASTBOUND
 OO1403'CENTERLINE OF HIGHWAY 90, 24 FEET WEST OF THE CENTER OF A DEAD END
 OO1403'ROAD 21.4 FEET NORTHEAST OF A POWER POLE ON A NORTH-SOUTH LINE, 14.2
 OO1403'FEET EAST-SOUTHEAST OF AN 18 INCH STEEL FIELD DRAIN CLEAN OUT PIPE
 OO1403'THAT PROJECTS 2 FEET ABOVE GROUND LEVEL, 1 FOOT NORTH OF THE
 OO1403'RIGHT-OF-WAY FENCE AND 0.6 FOOT OF A STEEL WITNESS POST.  THE MARK, A
 OO1403'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2481 V 1980---, IS
 OO1403'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT LONG
 OO1403'COPPER-CLAD STEEL ROD THAT PROJECTS 3 INCHES ABOVE GROUND LEVEL.
 OO1403
 OO1403                          STATION RECOVERY (1990)
 OO1403
 OO1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1403'6.0 KM (3.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1403'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 1.7 KM (1.1
 OO1403'MI) WEST OF THE INTERSECTION OF COUNTY ROAD 14, 29.9 M (98.1 FT)
 OO1403'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 7.0 M
 OO1403'(23.0 FT) WEST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH,
 OO1403'6.5 M (21.3 FT) NORTHEAST OF A UTILITY POLE WITH LINES CROSSING THE
 OO1403'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OO1403'FT) NORTH OF A FENCE, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST AND
 OO1403'A FENCE BRACE POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE.
 OO1403
 OO1403                          STATION RECOVERY (1996)
 OO1403
 OO1403'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1403'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1403'FAI 90 MP 150.8, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS
 OO1403'32 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1404 ***********************************************************************
 OO1404  DESIGNATION -  2481 W
 OO1404  PID         -  OO1404
 OO1404  STATE/COUNTY-  MN/FREEBORN
 OO1404  COUNTRY     -  US
 OO1404  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1404
 OO1404                         *CURRENT SURVEY CONTROL
 OO1404  ______________________________________________________________________
 OO1404* NAD 83(1986) POSITION- 43 40 47.3    (N) 093 28 06.3    (W)   HD_HELD2  
 OO1404* NAVD 88 ORTHO HEIGHT -   394.599  (meters)    1294.61  (feet) ADJUSTED  
 OO1404  ______________________________________________________________________
 OO1404  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 OO1404  DYNAMIC HEIGHT  -        394.498 (meters)     1294.28  (feet) COMP
 OO1404  MODELED GRAVITY -    980,352.5   (mgal)                       NAVD 88
 OO1404
 OO1404  VERT ORDER      -  FIRST     CLASS II
 OO1404
 OO1404.The horizontal coordinates were established by autonomous hand held GPS
 OO1404.observations and have an estimated accuracy of +/- 10 meters.
 OO1404.
 OO1404.The orthometric height was determined by differential leveling and
 OO1404.adjusted in June 1991.
 OO1404
 OO1404.Photographs are available for this station.
 OO1404
 OO1404.The dynamic height is computed by dividing the NAVD 88
 OO1404.geopotential number by the normal gravity value computed on the
 OO1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1404.degrees latitude (g = 980.6199 gals.).
 OO1404
 OO1404.The modeled gravity was interpolated from observed gravity values.
 OO1404
 OO1404;                    North         East    Units  Estimated Accuracy
 OO1404;SPC MN S     -   175,675.      842,866.      MT  (+/- 10 meters HH2 GPS)
 OO1404
 OO1404                          SUPERSEDED SURVEY CONTROL
 OO1404
 OO1404.No superseded survey control is available for this station.
 OO1404
 OO1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6224336417(NAD 83)
 OO1404
 OO1404_MARKER: DB = BENCH MARK DISK
 OO1404_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1404_SP_SET: BRIDGE ABUTMENT
 OO1404_STAMPING: 2481 W 1980
 OO1404_MARK LOGO: MNDT  
 OO1404_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1404+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2009
 OO1404
 OO1404  HISTORY     - Date     Condition        Report By
 OO1404  HISTORY     - 1980     MONUMENTED       MNDT
 OO1404  HISTORY     - 19900907 GOOD             NGS
 OO1404  HISTORY     - 20090427 GOOD             MNDT
 OO1404
 OO1404                          STATION DESCRIPTION
 OO1404
 OO1404'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1404'5.5 MI NW FROM ALBERT LEA.
 OO1404'THE MARK IS LOCATED 2.7 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1404'ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1404'HIGHWAY 90 MILE POINT 151.8 IN THE SW 1/4 OF SECTION 34, T103N, R22W.
 OO1404'THE MARK IS 21 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OO1404'COUNTY ROAD 14 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE
 OO1404'NUMBER 24813 CARRYING COUNTY ROAD 14 OVER HIGHWAY 90.  THE MARK, A
 OO1404'STANDARD MNHD BENCH MARK DISK STAMPED---2481 W 1980---, IS CEMENTED
 OO1404'IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 OO1404
 OO1404                          STATION RECOVERY (1990)
 OO1404
 OO1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1404'4.3 KM (2.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1404'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, IN TOP OF AND
 OO1404'2.0 M (6.6 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO1404'ABUTMENT OF COUNTY ROAD 14 OVERPASS (NUMBER 24813) OF THE HIGHWAY,
 OO1404'34.5 M (113.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OO1404'THE HIGHWAY, AND 6.4 M (21.0 FT) EAST OF AND LEVEL WITH THE ROAD
 OO1404'CENTERLINE.
 OO1404
 OO1404                          STATION RECOVERY (2009)
 OO1404
 OO1404'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 OO1404'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1406 ***********************************************************************
 OO1406  DESIGNATION -  2481 X
 OO1406  PID         -  OO1406
 OO1406  STATE/COUNTY-  MN/FREEBORN
 OO1406  COUNTRY     -  US
 OO1406  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1406
 OO1406                         *CURRENT SURVEY CONTROL
 OO1406  ______________________________________________________________________
 OO1406* NAD 83(1986) POSITION- 43 40 48.     (N) 093 27 31.     (W)   SCALED    
 OO1406* NAVD 88 ORTHO HEIGHT -   387.407  (meters)    1271.02  (feet) POSTED    
 OO1406  ______________________________________________________________________
 OO1406  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 OO1406  DYNAMIC HEIGHT  -        387.31  (meters)     1270.7   (feet) COMP
 OO1406  MODELED GRAVITY -    980,353.4   (mgal)                       NAVD 88
 OO1406
 OO1406  VERT ORDER      -  * POSTED, Code D , SEE BELOW
 OO1406
 OO1406.The horizontal coordinates were scaled from a topographic map and have
 OO1406.an estimated accuracy of +/- 6 seconds.
 OO1406.
 OO1406.The orthometric height was determined by differential leveling
 OO1406.and adjusted by the  in 1992.
 OO1406
 OO1406.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 OO1406.rate of 3.1 thru 4.0 mm/km.
 OO1406
 OO1406.The dynamic height is computed by dividing the NAVD 88
 OO1406.geopotential number by the normal gravity value computed on the
 OO1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1406.degrees latitude (g = 980.6199 gals.).
 OO1406
 OO1406.The modeled gravity was interpolated from observed gravity values.
 OO1406
 OO1406;                    North         East    Units  Estimated Accuracy
 OO1406;SPC MN S     -   175,700.      843,660.      MT  (+/- 180 meters Scaled)
 OO1406
 OO1406                          SUPERSEDED SURVEY CONTROL
 OO1406
 OO1406.No superseded survey control is available for this station.
 OO1406
 OO1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ630364(NAD 83)
 OO1406
 OO1406_MARKER: DB = BENCH MARK DISK
 OO1406_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OO1406+WITH SETTING: PAVEMENT
 OO1406_SP_SET: CONCRETE BASE FOR LEG OF SIGN
 OO1406_STAMPING: 2481 X 1980
 OO1406_MARK LOGO: MNDT  
 OO1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1406+STABILITY: SURFACE MOTION
 OO1406
 OO1406  HISTORY     - Date     Condition        Report By
 OO1406  HISTORY     - 1980     MONUMENTED       MNDT
 OO1406
 OO1406                          STATION DESCRIPTION
 OO1406
 OO1406'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1406'5 MI NW FROM ALBERT LEA.
 OO1406'THE MARK IS LOCATED 2.2 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1406'ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1406'HIGHWAY 90 MILE POINT 152.3 IN THE SW 1/4 OF SECTION 34, T103N, R22W.
 OO1406'THE MARK IS 118.5 FEET SOUTHWEST OF THE EASTBOUND HIGHWAY STATIONING
 OO1406'STENCIL 790, 73.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE EASTBOUND
 OO1406'HIGHWAY 90 CENTERLINE, 38.9 FEET NORTHEAST OF A R/W SIGN POST AND
 OO1406'26.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE IN THE NORTH SIDE OF THE
 OO1406'CONCRETE BASE FOR THE SOUTH LEG OF THE EASTBOUND HIGHWAY 90 SIGN
 OO1406'STATING EXIT 154, 13, WASECA AND ALBERT LEA 2 MILES.  THE MARK, A
 OO1406'STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---2481 X 1980---, IS
 OO1406'CEMENTED IN THE CONCRETE BASE ABOUT 12 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1407 ***********************************************************************
 OO1407  DESIGNATION -  2481 Y
 OO1407  PID         -  OO1407
 OO1407  STATE/COUNTY-  MN/FREEBORN
 OO1407  COUNTRY     -  US
 OO1407  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1407
 OO1407                         *CURRENT SURVEY CONTROL
 OO1407  ______________________________________________________________________
 OO1407* NAD 83(2007) POSITION- 43 40 49.21612(N) 093 26 43.53664(W)   ADJUSTED  
 OO1407* NAD 83(2007) ELLIP HT-   354.520 (meters)        (02/10/07)   ADJUSTED
 OO1407* NAD 83(2007) EPOCH   -  2002.00
 OO1407* NAVD 88 ORTHO HEIGHT -   383.867  (meters)    1259.40  (feet) ADJUSTED  
 OO1407  ______________________________________________________________________
 OO1407  NAD 83(2007) X  -   -277,671.930 (meters)                     COMP
 OO1407  NAD 83(2007) Y  - -4,611,982.512 (meters)                     COMP
 OO1407  NAD 83(2007) Z  -  4,382,718.695 (meters)                     COMP
 OO1407  LAPLACE CORR    -          2.43  (seconds)                    DEFLEC09
 OO1407  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 OO1407  DYNAMIC HEIGHT  -        383.769 (meters)     1259.08  (feet) COMP
 OO1407  MODELED GRAVITY -    980,354.9   (mgal)                       NAVD 88
 OO1407
 OO1407  VERT ORDER      -  FIRST     CLASS II
 OO1407
 OO1407  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO1407  Type                                         Horiz  Ellip  Dist(km)
 OO1407  -------------------------------------------------------------------
 OO1407  NETWORK                                       0.64   0.63
 OO1407  -------------------------------------------------------------------
 OO1407  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.57   0.46      3.15
 OO1407  -------------------------------------------------------------------
 OO1407  NOTE: Click here for information on individual local accuracy
 OO1407  values and other accuracy information.
 OO1407
 OO1407
 OO1407.The horizontal coordinates were established by GPS observations
 OO1407.and adjusted by the National Geodetic Survey in February 2007.
 OO1407
 OO1407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO1407.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO1407
 OO1407.The horizontal coordinates are valid at the epoch date displayed above
 OO1407.which is a decimal equivalence of Year/Month/Day.
 OO1407
 OO1407.The orthometric height was determined by differential leveling and
 OO1407.adjusted in June 1991.
 OO1407
 OO1407.Photographs are available for this station.
 OO1407
 OO1407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO1407
 OO1407.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO1407
 OO1407.The ellipsoidal height was determined by GPS observations
 OO1407.and is referenced to NAD 83.
 OO1407
 OO1407.The dynamic height is computed by dividing the NAVD 88
 OO1407.geopotential number by the normal gravity value computed on the
 OO1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1407.degrees latitude (g = 980.6199 gals.).
 OO1407
 OO1407.The modeled gravity was interpolated from observed gravity values.
 OO1407
 OO1407. The following values were computed from the NAD 83(2007) position.
 OO1407
 OO1407;                    North         East     Units Scale Factor Converg.
 OO1407;SPC MN S     -   175,746.710   844,719.044   MT  1.00002391   +0 23 19.4
 OO1407;SPC MN S     -   576,595.66  2,771,382.40   sFT  1.00002391   +0 23 19.4
 OO1407;UTM  15      - 4,836,466.047   464,097.105   MT  0.99961585   -0 18 27.5
 OO1407
 OO1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO1407!SPC MN S     -   0.99994441  x   1.00002391  =   0.99996832
 OO1407!UTM  15      -   0.99994441  x   0.99961585  =   0.99956028
 OO1407
 OO1407                          SUPERSEDED SURVEY CONTROL
 OO1407
 OO1407  NAD 83(1996)-  43 40 49.21524(N)    093 26 43.53570(W) AD(       ) 1
 OO1407  ELLIP H (02/05/03)  354.582  (m)                       GP(       ) 3 2
 OO1407  NAVD 88 (02/05/03)  383.87   (m)         1259.4    (f) LEVELING    3  
 OO1407
 OO1407.Superseded values are not recommended for survey control.
 OO1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1407.See file dsdata.txt to determine how the superseded data were derived.
 OO1407
 OO1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6409736466(NAD 83)
 OO1407
 OO1407_MARKER: DV = VERTICAL CONTROL DISK
 OO1407_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OO1407_SP_SET: COPPER-CLAD STEEL ROD
 OO1407_STAMPING: 2481 Y 1981
 OO1407_MARK LOGO: MNDT  
 OO1407_PROJECTION: FLUSH
 OO1407_MAGNETIC: I = MARKER IS A STEEL ROD
 OO1407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1407+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 OO1407_ROD/PIPE-DEPTH:  7.3 meters
 OO1407
 OO1407  HISTORY     - Date     Condition        Report By
 OO1407  HISTORY     - 1981     MONUMENTED       MNDT
 OO1407  HISTORY     - 19900907 GOOD             NGS
 OO1407  HISTORY     - 19961118 GOOD             MNDT
 OO1407  HISTORY     - 20080313 GOOD             MNDT
 OO1407  HISTORY     - 20080313 GOOD             MNDT
 OO1407  HISTORY     - 20080617 GOOD             MNDT
 OO1407  HISTORY     - 20090421 GOOD             MNDT
 OO1407
 OO1407                          STATION DESCRIPTION
 OO1407
 OO1407'DESCRIBED BY MN DEPT OF TRANSP 1981
 OO1407'4.5 MI NW FROM ALBERT LEA.
 OO1407'THE MARK IS LOCATED 1.5 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1407'ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1407'HIGHWAY 90 MILE POINT 153.15 IN THE NW 1/4 OF SECTION 35, T103N,
 OO1407'R22W.  THE MARK IS 178.8 FEET NORTHWEST OF THE CENTER OF THE
 OO1407'WESTBOUND HIGHWAY STATIONING STENCIL 825, 252 FEET NORTHEAST OF THE
 OO1407'NORTH END OF AN 18 INCH METAL CULVERT UNDER WESTBOUND HIGHWAY 90,
 OO1407'98.3 FEET NORTH OF THE WESTBOUND CENTERLINE OF HIGHWAY 90, 1 FOOT
 OO1407'SOUTH OF THE RIGHT-OF-WAY FENCE AND 0.6 FOOT SOUTH OF A STEEL WITNESS
 OO1407'POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OO1407'STAMPED---2481 Y 1981---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 OO1407'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 OO1407'ABOVE THE SURFACE OF THE GROUND.
 OO1407
 OO1407                          STATION RECOVERY (1990)
 OO1407
 OO1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO1407'2.4 KM (1.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1407'JUNCTION OF STATE HIGHWAY 13 (EXIT 154) IN ALBERT LEA, 29.9 M (98.1
 OO1407'FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND LANES OF
 OO1407'THE HIGHWAY, 27.0 M (88.6 FT) WEST OF A FENCE BRACE POST, AND 0.25 M
 OO1407'(0.82 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--THE ROD IS
 OO1407'ENCASED IN A 6-INCH PVC PIPE.
 OO1407
 OO1407                          STATION RECOVERY (1996)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO1407'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO1407'FAI 90 MP 153,1, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS
 OO1407'24 FT.
 OO1407
 OO1407                          STATION RECOVERY (2008)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 OO1407'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF ALDEN, 6.1 MI (9.8
 OO1407'KM) NORTHEAST OF CONGER AND 4.5 MI (7.2 KM) WEST-NORTHWEST OF ALBERT
 OO1407'LEATHER.
 OO1407' 
 OO1407'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) WEST OF THE JUNCTION OF
 OO1407'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEATHER, AT
 OO1407'INTERSTATE HIGHWAY 90 MILE POINT 153.1, 98.3 FT (30.0 M) NORTH OF
 OO1407'WESTBOUND INTERSTATE HIGHWAY 90, 178.8 FT (54.5 M) NORTHWEST OF
 OO1407'STATION 825 STENCIL, 252 FT (76.8 M) NORTHEAST OF CULVERT, 88.6 FT
 OO1407'(27.0 M) WEST OF A FENCE BRACE POST, 1.0 FT (0.3 M) SOUTH OF A FENCE,
 OO1407'0.6 FT (0.2 M) SOUTH OF A WITNESS POST
 OO1407
 OO1407                          STATION RECOVERY (2008)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 OO1407'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF ALDEN, 6.1 MI (9.8
 OO1407'KM) NORTHEAST OF CONGER AND 4.5 MI (7.2 KM) WEST-NORTHWEST OF ALBERT
 OO1407'LEATHER.
 OO1407' 
 OO1407'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) WEST OF THE JUNCTION OF
 OO1407'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEATHER, AT
 OO1407'INTERSTATE HIGHWAY 90 MILE POINT 153.1, 98.3 FT (30.0 M) NORTH OF
 OO1407'WESTBOUND INTERSTATE HIGHWAY 90, 178.8 FT (54.5 M) NORTHWEST OF
 OO1407'STATION 825 STENCIL, 252 FT (76.8 M) NORTHEAST OF CULVERT, 88.6 FT
 OO1407'(27.0 M) WEST OF A FENCE BRACE POST, 1.0 FT (0.3 M) SOUTH OF A FENCE,
 OO1407'0.6 FT (0.2 M) SOUTH OF A WITNESS POST.
 OO1407
 OO1407                          STATION RECOVERY (2008)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (BOO)
 OO1407'4.5 MILES NORTHWEST OF ALBERT LEA, 1.5 MILES WEST OF JUNCTION OF
 OO1407'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEA, AT
 OO1407'INTERSTATE HIGHWAY 90 MILEPOINT 153.1, 98.3 FEET NORTH OF WESTBOUND
 OO1407'INTERSTATE HIGHWAY 90, 178.8 FEET NORTHWEST OF STATION 825 STENCIL,
 OO1407'252 FEET NORTHEAST OF CULVERT, 88.6 FEET WEST OF FENCE BRACE POST, 1.0
 OO1407'FOOT SOUTH OF FENCE, 0.6 FOOT SOUTH OF WITNESS POST.
 OO1407
 OO1407                          STATION RECOVERY (2009)
 OO1407
 OO1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 OO1407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1408 ***********************************************************************
 OO1408  DESIGNATION -  2481 Z
 OO1408  PID         -  OO1408
 OO1408  STATE/COUNTY-  MN/FREEBORN
 OO1408  COUNTRY     -  US
 OO1408  USGS QUAD   -  ALBERT LEA WEST (1982)
 OO1408
 OO1408                         *CURRENT SURVEY CONTROL
 OO1408  ______________________________________________________________________
 OO1408* NAD 83(1986) POSITION- 43 40 56.     (N) 093 25 59.     (W)   SCALED    
 OO1408* NAVD 88 ORTHO HEIGHT -   383.559  (meters)    1258.39  (feet) ADJUSTED  
 OO1408  ______________________________________________________________________
 OO1408  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 OO1408  DYNAMIC HEIGHT  -        383.462 (meters)     1258.07  (feet) COMP
 OO1408  MODELED GRAVITY -    980,356.3   (mgal)                       NAVD 88
 OO1408
 OO1408  VERT ORDER      -  SECOND    CLASS I
 OO1408
 OO1408.The horizontal coordinates were scaled from a topographic map and have
 OO1408.an estimated accuracy of +/- 6 seconds.
 OO1408.
 OO1408.The orthometric height was determined by differential leveling and
 OO1408.adjusted in March 2011.
 OO1408
 OO1408.Photographs are available for this station.
 OO1408
 OO1408.The dynamic height is computed by dividing the NAVD 88
 OO1408.geopotential number by the normal gravity value computed on the
 OO1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1408.degrees latitude (g = 980.6199 gals.).
 OO1408
 OO1408.The modeled gravity was interpolated from observed gravity values.
 OO1408
 OO1408;                    North         East    Units  Estimated Accuracy
 OO1408;SPC MN S     -   175,960.      845,720.      MT  (+/- 180 meters Scaled)
 OO1408
 OO1408                          SUPERSEDED SURVEY CONTROL
 OO1408
 OO1408  NAVD 88 (06/15/91)  383.480  (m)         1258.13   (f) SUPERSEDED  2 1
 OO1408
 OO1408.Superseded values are not recommended for survey control.
 OO1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO1408.See file dsdata.txt to determine how the superseded data were derived.
 OO1408
 OO1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ650366(NAD 83)
 OO1408
 OO1408_MARKER: DV = VERTICAL CONTROL DISK
 OO1408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OO1408_SP_SET: SIGN BASE
 OO1408_STAMPING: 2481 Z 1980
 OO1408_MARK LOGO: MNDT  
 OO1408_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1408+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2009
 OO1408
 OO1408  HISTORY     - Date     Condition        Report By
 OO1408  HISTORY     - 1980     MONUMENTED       MNDT
 OO1408  HISTORY     - 20080609 GOOD             MNDT
 OO1408  HISTORY     - 20080609 GOOD             MNDT
 OO1408  HISTORY     - 20090427 GOOD             MNDT
 OO1408
 OO1408                          STATION DESCRIPTION
 OO1408
 OO1408'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1408'4 MI NW FROM ALBERT LEA.
 OO1408'THE MARK IS LOCATED 0.9 MILE WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OO1408'ITS JUNCTION WITH TRUNK HIGHWAY 13 NORTH OF ALBERT LEA AND IS NEAR
 OO1408'HIGHWAY 90 MILE POINT 153.8 IN THE NE 1/4 OF SECTION 35, T103N, R22W.
 OO1408'THE MARK IS 199 FEET NORTHWEST OF THE CENTER OF HIGHWAY 90 WESTBOUND
 OO1408'STATIONING STENCIL 860, 91 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, 82.6
 OO1408'FEET EAST OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER A DITCH
 OO1408'BLOCK, 46.7 FEET NORTH OF AND 2 FEET LOWER THAN THE WESTBOUND HIGHWAY
 OO1408'90 CENTERLINE IN THE SOUTH SIDE OF THE CONCRETE BASE FOR THE SOUTH
 OO1408'LEG OF THE WESTBOUND HIGHWAY 90 SIGN STATING JCT 109 8 7, BLUE EARTH
 OO1408'34, SOUIX FALLS 169.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OO1408'DISK STAMPED---2481 Z 1980---, IS CEMENTED IN A DRILL HOLE IN THE
 OO1408'BASE.
 OO1408
 OO1408                          STATION RECOVERY (2008)
 OO1408
 OO1408'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1408'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF ALDEN, 6.6 MI (10.6
 OO1408'KM) NORTHEAST OF CONGER AND 4.0 MI (6.4 KM) NORTHWEST OF ALBERT
 OO1408'LEATHER.
 OO1408' 
 OO1408'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) WEST OF THE JUNCTION OF
 OO1408'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEATHER, AT
 OO1408'INTERSTATE HIGHWAY 90 MILE POINT 153.8, 199 FT (60.7 M) NORTHWEST OF
 OO1408'STATION 860 STENCIL, 91 FT (27.7 M) SOUTH OF A FENCE, 82.6 FT (25.2 M)
 OO1408'EAST OF CULVERT UNDER DITCH BLOCK, 46.7 FT (14.2 M) NORTH OF WESTBOUND
 OO1408'INTERSTATE HIGHWAY 90, IN SOUTH SIDE OF SOUTH LEG OF HIGHWAY SIGN.
 OO1408
 OO1408                          STATION RECOVERY (2008)
 OO1408
 OO1408'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO1408'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST OF ALDEN, 6.6 MI (10.6
 OO1408'KM) NORTHEAST OF CONGER AND 4.0 MI (6.4 KM) NORTHWEST OF ALBERT
 OO1408'LEATHER.
 OO1408' 
 OO1408'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) WEST OF THE JUNCTION OF
 OO1408'INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 13 AT ALBERT LEATHER, AT
 OO1408'INTERSTATE HIGHWAY 90 MI (144.8 KM) POINT 153.8, 199 FT (60.7 M)
 OO1408'NORTHWEST OF STATION 860 STENCIL, 91 FT (27.7 M) SOUTH OF A FENCE,
 OO1408'82.6 FT (25.2 M) EAST OF CULVERT UNDER DITCH BLOCK, 46.7 FT (14.2 M)
 OO1408'NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, IN SOUTH SIDE OF SOUTH LEG
 OO1408'OF HIGHWAY SIGN.
 OO1408
 OO1408                          STATION RECOVERY (2009)
 OO1408
 OO1408'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 OO1408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0511 ***********************************************************************
 OO0511  DESIGNATION -  2482 A
 OO0511  PID         -  OO0511
 OO0511  STATE/COUNTY-  MN/FREEBORN
 OO0511  COUNTRY     -  US
 OO0511  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0511
 OO0511                         *CURRENT SURVEY CONTROL
 OO0511  ______________________________________________________________________
 OO0511* NAD 83(1986) POSITION- 43 40 47.     (N) 093 18 38.     (W)   SCALED    
 OO0511* NAVD 88 ORTHO HEIGHT -   387.220  (meters)    1270.40  (feet) ADJUSTED  
 OO0511  ______________________________________________________________________
 OO0511  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 OO0511  DYNAMIC HEIGHT  -        387.130 (meters)     1270.11  (feet) COMP
 OO0511  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 OO0511
 OO0511  VERT ORDER      -  SECOND    CLASS 0
 OO0511
 OO0511.The horizontal coordinates were scaled from a topographic map and have
 OO0511.an estimated accuracy of +/- 6 seconds.
 OO0511.
 OO0511.The orthometric height was determined by differential leveling and
 OO0511.adjusted in June 1991.
 OO0511
 OO0511.The dynamic height is computed by dividing the NAVD 88
 OO0511.geopotential number by the normal gravity value computed on the
 OO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0511.degrees latitude (g = 980.6199 gals.).
 OO0511
 OO0511.The modeled gravity was interpolated from observed gravity values.
 OO0511
 OO0511;                    North         East    Units  Estimated Accuracy
 OO0511;SPC MN S     -   175,760.      855,600.      MT  (+/- 180 meters Scaled)
 OO0511
 OO0511                          SUPERSEDED SURVEY CONTROL
 OO0511
 OO0511  NGVD 29 (??/??/92)  387.201  (m)         1270.34   (f) ADJ UNCH    2 0
 OO0511
 OO0511.Superseded values are not recommended for survey control.
 OO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0511.See file dsdata.txt to determine how the superseded data were derived.
 OO0511
 OO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ749363(NAD 83)
 OO0511
 OO0511_MARKER: DD = SURVEY DISK
 OO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0511_SP_SET: MONUMENT
 OO0511_STAMPING: 2482-A
 OO0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0511
 OO0511  HISTORY     - Date     Condition        Report By
 OO0511  HISTORY     - UNK      MONUMENTED       MNDT
 OO0511  HISTORY     - 1971     GOOD             MNDT
 OO0511
 OO0511                          STATION DESCRIPTION
 OO0511
 OO0511'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0511'2.0 MI NE FROM ALBERT LEA.
 OO0511'MARK IS LOCATED 2.0 MILES NORTHEAST OF THE JUNCTION OF T.H. 16 AND
 OO0511'T.H. 65 AT ALBERT LEA, 0.15 MILES EAST OF FAI 35, AT THE NORTHWEST
 OO0511'CORNER OF A GROVE OF TREES, 97 FEET SOUTH OF EAST BOUND FAI 90
 OO0511'CENTERLINE STATION 1188+00, 2 FEET NORTHEAST OF THE SOUTH RIGHT OF WAY
 OO0511'FENCE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 OO0511'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  NE 1/4, SEC 35, T
 OO0511'103N, R21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0510 ***********************************************************************
 OO0510  DESIGNATION -  2482 B
 OO0510  PID         -  OO0510
 OO0510  STATE/COUNTY-  MN/FREEBORN
 OO0510  COUNTRY     -  US
 OO0510  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0510
 OO0510                         *CURRENT SURVEY CONTROL
 OO0510  ______________________________________________________________________
 OO0510* NAD 83(2007) POSITION- 43 40 31.59566(N) 093 17 31.38071(W)   ADJUSTED  
 OO0510* NAD 83(2007) ELLIP HT-   357.039 (meters)        (02/10/07)   ADJUSTED
 OO0510* NAD 83(2007) EPOCH   -  2002.00
 OO0510* NAVD 88 ORTHO HEIGHT -   386.098  (meters)    1266.72  (feet) ADJUSTED  
 OO0510  ______________________________________________________________________
 OO0510  NAD 83(2007) X  -   -265,346.680 (meters)                     COMP
 OO0510  NAD 83(2007) Y  - -4,613,086.075 (meters)                     COMP
 OO0510  NAD 83(2007) Z  -  4,382,327.106 (meters)                     COMP
 OO0510  LAPLACE CORR    -          5.50  (seconds)                    DEFLEC09
 OO0510  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 OO0510  DYNAMIC HEIGHT  -        386.010 (meters)     1266.43  (feet) COMP
 OO0510  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 OO0510
 OO0510  VERT ORDER      -  SECOND    CLASS 0
 OO0510
 OO0510  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0510  Type                                         Horiz  Ellip  Dist(km)
 OO0510  -------------------------------------------------------------------
 OO0510  NETWORK                                       1.54   1.12
 OO0510  -------------------------------------------------------------------
 OO0510  MEDIAN LOCAL ACCURACY AND DIST (003 points)   1.42   0.94      2.41
 OO0510  -------------------------------------------------------------------
 OO0510  NOTE: Click here for information on individual local accuracy
 OO0510  values and other accuracy information.
 OO0510
 OO0510
 OO0510.The horizontal coordinates were established by GPS observations
 OO0510.and adjusted by the National Geodetic Survey in February 2007.
 OO0510
 OO0510.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0510.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0510
 OO0510.The horizontal coordinates are valid at the epoch date displayed above
 OO0510.which is a decimal equivalence of Year/Month/Day.
 OO0510
 OO0510.The orthometric height was determined by differential leveling and
 OO0510.adjusted in June 1991.
 OO0510
 OO0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0510
 OO0510.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0510
 OO0510.The ellipsoidal height was determined by GPS observations
 OO0510.and is referenced to NAD 83.
 OO0510
 OO0510.The dynamic height is computed by dividing the NAVD 88
 OO0510.geopotential number by the normal gravity value computed on the
 OO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0510.degrees latitude (g = 980.6199 gals.).
 OO0510
 OO0510.The modeled gravity was interpolated from observed gravity values.
 OO0510
 OO0510. The following values were computed from the NAD 83(2007) position.
 OO0510
 OO0510;                    North         East     Units Scale Factor Converg.
 OO0510;SPC MN S     -   175,298.411   857,091.292   MT  1.00002512   +0 29 46.4
 OO0510;SPC MN S     -   575,124.87  2,811,973.68   sFT  1.00002512   +0 29 46.4
 OO0510;UTM  15      - 4,835,867.498   476,457.869   MT  0.99960682   -0 12 06.1
 OO0510
 OO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0510!SPC MN S     -   0.99994402  x   1.00002512  =   0.99996913
 OO0510!UTM  15      -   0.99994402  x   0.99960682  =   0.99955086
 OO0510
 OO0510:                Primary Azimuth Mark                     Grid Az
 OO0510:SPC MN S     -  2482 D                                   128 16 47.9
 OO0510:UTM  15      -  2482 D                                   128 58 40.4
 OO0510
 OO0510|---------------------------------------------------------------------|
 OO0510| PID    Reference Object                     Distance      Geod. Az  |
 OO0510|                                                           dddmmss.s |
 OO0510| OO0505 2482 D                              APPROX. 1.3 KM 1284634.3 |
 OO0510|---------------------------------------------------------------------|
 OO0510
 OO0510                          SUPERSEDED SURVEY CONTROL
 OO0510
 OO0510  NAD 83(1996)-  43 40 31.59490(N)    093 17 31.38000(W) AD(       ) 1
 OO0510  ELLIP H (02/05/03)  357.094  (m)                       GP(       ) 3 2
 OO0510  NAVD 88 (02/05/03)  386.1    (m)  GEOID99 model used   GPS OBS        
 OO0510  NGVD 29 (??/??/92)  386.079  (m)         1266.66   (f) ADJ UNCH    2 0
 OO0510
 OO0510.Superseded values are not recommended for survey control.
 OO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0510.See file dsdata.txt to determine how the superseded data were derived.
 OO0510
 OO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7645735867(NAD 83)
 OO0510
 OO0510_MARKER: DB = BENCH MARK DISK
 OO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0510_SP_SET: MONUMENT
 OO0510_STAMPING: 2482 B 1969
 OO0510_MARK LOGO: MNDT  
 OO0510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0510+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1996
 OO0510
 OO0510  HISTORY     - Date     Condition        Report By
 OO0510  HISTORY     - 1969     MONUMENTED       MNDT
 OO0510  HISTORY     - 1971     GOOD             MNDT
 OO0510  HISTORY     - 19961024 GOOD             MNDT
 OO0510
 OO0510                          STATION DESCRIPTION
 OO0510
 OO0510'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0510'2.0 MI NE FROM ALBERT LEA.
 OO0510'MARK IS LOCATED 2.0 MILES NORTHEAST OF THE JUNCTION OF T.H. 16 AND
 OO0510'T.H. 65 AT ALBERT LEA, 1.0 MILES EAST OF FAI 35, 97 FEET NORTH OF THE
 OO0510'WESTBOUND FAI 90 CENTERLINE AT STATION 1246+00, 40 FEET WEST OF A MAN
 OO0510'HOLE STRUCTURE, 2 FEET SOUTH-SOUTHWEST OF THE NORTH RIGHT OF WAY
 OO0510'FENCE, 1 FOOT EAST-SOUTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT
 OO0510'PRECAST CONCRETE MONUMENT BURIED 3 INCHES BELOW GROUND.  SE 1/4, SEC
 OO0510'36, T 103N, R 21W.
 OO0510
 OO0510                          STATION RECOVERY (1996)
 OO0510
 OO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0510'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0510'THE MARK IS 2 MI (3.2 KM) NE OF ALBERT LEA, 1.6 MI (2.6 KM) EAST ALONG
 OO0510'FAI 90 FROM JCT OF FAI 90 AND FAI 35 AT ALBERT LEA, AT FAI 90 MP
 OO0510'161.20, 97 FT (29.6 M) NE OF WB FAI 90, AT FAI STA 1246+00, 40 FT
 OO0510'(12.2 M) WEST OF MANHOLE, 1.8 FT (0.5 M) SW OF R/W FENCE, 1.5 FT (0.5
 OO0510'M) SE OF WIT POST, RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0509 ***********************************************************************
 OO0509  DESIGNATION -  2482 C
 OO0509  PID         -  OO0509
 OO0509  STATE/COUNTY-  MN/FREEBORN
 OO0509  COUNTRY     -  US
 OO0509  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0509
 OO0509                         *CURRENT SURVEY CONTROL
 OO0509  ______________________________________________________________________
 OO0509* NAD 83(1986) POSITION- 43 40 25.     (N) 093 17 26.     (W)   SCALED    
 OO0509* NAVD 88 ORTHO HEIGHT -   388.456  (meters)    1274.46  (feet) ADJUSTED  
 OO0509  ______________________________________________________________________
 OO0509  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 OO0509  DYNAMIC HEIGHT  -        388.367 (meters)     1274.17  (feet) COMP
 OO0509  MODELED GRAVITY -    980,378.6   (mgal)                       NAVD 88
 OO0509
 OO0509  VERT ORDER      -  SECOND    CLASS 0
 OO0509
 OO0509.The horizontal coordinates were scaled from a topographic map and have
 OO0509.an estimated accuracy of +/- 6 seconds.
 OO0509.
 OO0509.The orthometric height was determined by differential leveling and
 OO0509.adjusted in June 1991.
 OO0509
 OO0509.The dynamic height is computed by dividing the NAVD 88
 OO0509.geopotential number by the normal gravity value computed on the
 OO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0509.degrees latitude (g = 980.6199 gals.).
 OO0509
 OO0509.The modeled gravity was interpolated from observed gravity values.
 OO0509
 OO0509;                    North         East    Units  Estimated Accuracy
 OO0509;SPC MN S     -   175,100.      857,210.      MT  (+/- 180 meters Scaled)
 OO0509
 OO0509                          SUPERSEDED SURVEY CONTROL
 OO0509
 OO0509  NGVD 29 (??/??/92)  388.436  (m)         1274.39   (f) ADJ UNCH    2 0
 OO0509
 OO0509.Superseded values are not recommended for survey control.
 OO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0509.See file dsdata.txt to determine how the superseded data were derived.
 OO0509
 OO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ765356(NAD 83)
 OO0509
 OO0509_MARKER: DD = SURVEY DISK
 OO0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0509_SP_SET: MONUMENT
 OO0509_STAMPING: 2482-C1 1969
 OO0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0509
 OO0509  HISTORY     - Date     Condition        Report By
 OO0509  HISTORY     - 1969     MONUMENTED       MNDT
 OO0509  HISTORY     - 1969     GOOD             MNDT
 OO0509  HISTORY     - 1971     MARK NOT FOUND   NGS
 OO0509
 OO0509                          STATION DESCRIPTION
 OO0509
 OO0509'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0509'2.1 MI NE FROM ALBERT LEA.
 OO0509'MARK IS LOCATED 1.0 MILES NORTH OF TH 16 ALONG TH 65, THENCE 2.0 MILES
 OO0509'EAST ALONG COUNTY ROAD 92, ABOUT 1.5 MILES EAST OF PROPOSED FAI 35, ON
 OO0509'THE NORTH RIGHT OF WAY OF PROPOSED FAI 90, 35 FEET WEST OF COUNTY ROAD
 OO0509'92 CENTERLINE OPPOSITE A PRIVATE DRIVE EAST, 20 FEET WEST OF A MAIL
 OO0509'BOX, 1 FOOT SOUTH OF A STEEL WITNESS POST IN A 6 FOOT PRE-CAST
 OO0509'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4, SEC 36, T103N, R
 OO0509'20W.  NOTE-- COUNTY ROAD 92 HAS BEEN WIDENED FOR A BRIDGE APPROACH.
 OO0509
 OO0509                          STATION RECOVERY (1971)
 OO0509
 OO0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 OO0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0505 ***********************************************************************
 OO0505  DESIGNATION -  2482 D
 OO0505  PID         -  OO0505
 OO0505  STATE/COUNTY-  MN/FREEBORN
 OO0505  COUNTRY     -  US
 OO0505  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0505
 OO0505                         *CURRENT SURVEY CONTROL
 OO0505  ______________________________________________________________________
 OO0505* NAD 83(2007) POSITION- 43 40 04.92310(N) 093 16 45.64587(W)   ADJUSTED  
 OO0505* NAD 83(2007) ELLIP HT-   351.550 (meters)        (02/10/07)   ADJUSTED
 OO0505* NAD 83(2007) EPOCH   -  2002.00
 OO0505* NAVD 88 ORTHO HEIGHT -   380.655  (meters)    1248.87  (feet) ADJUSTED  
 OO0505  ______________________________________________________________________
 OO0505  NAD 83(2007) X  -   -264,356.111 (meters)                     COMP
 OO0505  NAD 83(2007) Y  - -4,613,708.367 (meters)                     COMP
 OO0505  NAD 83(2007) Z  -  4,381,727.865 (meters)                     COMP
 OO0505  LAPLACE CORR    -          5.74  (seconds)                    DEFLEC09
 OO0505  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 OO0505  DYNAMIC HEIGHT  -        380.568 (meters)     1248.58  (feet) COMP
 OO0505  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OO0505
 OO0505  VERT ORDER      -  SECOND    CLASS 0
 OO0505
 OO0505  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0505  Type                                         Horiz  Ellip  Dist(km)
 OO0505  -------------------------------------------------------------------
 OO0505  NETWORK                                       1.37   1.00
 OO0505  -------------------------------------------------------------------
 OO0505  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.33   0.90      2.47
 OO0505  -------------------------------------------------------------------
 OO0505  NOTE: Click here for information on individual local accuracy
 OO0505  values and other accuracy information.
 OO0505
 OO0505
 OO0505.The horizontal coordinates were established by GPS observations
 OO0505.and adjusted by the National Geodetic Survey in February 2007.
 OO0505
 OO0505.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0505.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0505
 OO0505.The horizontal coordinates are valid at the epoch date displayed above
 OO0505.which is a decimal equivalence of Year/Month/Day.
 OO0505
 OO0505.The orthometric height was determined by differential leveling and
 OO0505.adjusted in June 1991.
 OO0505
 OO0505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0505
 OO0505.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0505
 OO0505.The ellipsoidal height was determined by GPS observations
 OO0505.and is referenced to NAD 83.
 OO0505
 OO0505.The dynamic height is computed by dividing the NAVD 88
 OO0505.geopotential number by the normal gravity value computed on the
 OO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0505.degrees latitude (g = 980.6199 gals.).
 OO0505
 OO0505.The modeled gravity was interpolated from observed gravity values.
 OO0505
 OO0505. The following values were computed from the NAD 83(2007) position.
 OO0505
 OO0505;                    North         East     Units Scale Factor Converg.
 OO0505;SPC MN S     -   174,484.186   858,123.023   MT  1.00002698   +0 30 18.5
 OO0505;SPC MN S     -   572,453.53  2,815,358.62   sFT  1.00002698   +0 30 18.5
 OO0505;UTM  15      - 4,835,041.113   477,479.177   MT  0.99960624   -0 11 34.4
 OO0505
 OO0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0505!SPC MN S     -   0.99994488  x   1.00002698  =   0.99997185
 OO0505!UTM  15      -   0.99994488  x   0.99960624  =   0.99955114
 OO0505
 OO0505:                Primary Azimuth Mark                     Grid Az
 OO0505:SPC MN S     -  2482 E                                   104 56 43.4
 OO0505:UTM  15      -  2482 E                                   105 38 36.3
 OO0505
 OO0505|---------------------------------------------------------------------|
 OO0505| PID    Reference Object                     Distance      Geod. Az  |
 OO0505|                                                           dddmmss.s |
 OO0505| OO0504 2482 E                              APPROX. 1.3 KM 1052701.9 |
 OO0505|---------------------------------------------------------------------|
 OO0505
 OO0505                          SUPERSEDED SURVEY CONTROL
 OO0505
 OO0505  NAD 83(1996)-  43 40 04.92234(N)    093 16 45.64523(W) AD(       ) 1
 OO0505  ELLIP H (02/05/03)  351.602  (m)                       GP(       ) 3 2
 OO0505  NAVD 88 (02/05/03)  380.6    (m)  GEOID99 model used   GPS OBS        
 OO0505  NGVD 29 (??/??/92)  380.635  (m)         1248.80   (f) ADJ UNCH    2 0
 OO0505
 OO0505.Superseded values are not recommended for survey control.
 OO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0505.See file dsdata.txt to determine how the superseded data were derived.
 OO0505
 OO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7747935041(NAD 83)
 OO0505
 OO0505_MARKER: DB = BENCH MARK DISK
 OO0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0505_SP_SET: MONUMENT
 OO0505_STAMPING: 2482 D 1969
 OO0505_MARK LOGO: MNDT  
 OO0505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0505+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1996
 OO0505
 OO0505  HISTORY     - Date     Condition        Report By
 OO0505  HISTORY     - 1969     MONUMENTED       MNDT
 OO0505  HISTORY     - 19961024 GOOD             MNDT
 OO0505
 OO0505                          STATION DESCRIPTION
 OO0505
 OO0505'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0505'1.6 MI NW FROM HAYWARD.
 OO0505'MARK IS LOCATED 0.4 MILES NORTH OF T.H. 16 AT HAYWARD ALONG COUNTY
 OO0505'ROAD 26, THENCE 1.5 MILES WEST ALONG FAI 90, 100 FEET WEST OF A
 OO0505'DEAD-END ROAD (SOUTH), 85 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE
 OO0505'STATION 1332 + 00, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 OO0505'PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NW 1/4
 OO0505'SECTION 6, T 102N, R 20W.
 OO0505
 OO0505                          STATION RECOVERY (1996)
 OO0505
 OO0505'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0505'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0505'THE MARK IS 1.6 MI (2.6 KM) NW OF HAYWARD, 1.6 MI (2.6 KM) WEST ALONG
 OO0505'FAI 90 FROM JCT OF FAI 90 AND CO RD 26 (1 MI NORTH OF HAYWORD) , AT
 OO0505'FAI MP 162.0, 100 FT (30.5 M) WEST OF DEAD END RD, 98 FT (29.9 M) SW
 OO0505'OF EB FAI 90 AT STA 1289+00, 50.6 FT (15.4 M) SSW OF FAI 90 MILEPOST
 OO0505'162, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0504 ***********************************************************************
 OO0504  DESIGNATION -  2482 E
 OO0504  PID         -  OO0504
 OO0504  STATE/COUNTY-  MN/FREEBORN
 OO0504  COUNTRY     -  US
 OO0504  USGS QUAD   -  ALBERT LEA EAST (1982)
 OO0504
 OO0504                         *CURRENT SURVEY CONTROL
 OO0504  ______________________________________________________________________
 OO0504* NAD 83(2007) POSITION- 43 39 53.66294(N) 093 15 49.54551(W)   ADJUSTED  
 OO0504* NAD 83(2007) ELLIP HT-   352.322 (meters)        (02/10/07)   ADJUSTED
 OO0504* NAD 83(2007) EPOCH   -  2002.00
 OO0504* NAVD 88 ORTHO HEIGHT -   381.348  (meters)    1251.14  (feet) ADJUSTED  
 OO0504  ______________________________________________________________________
 OO0504  NAD 83(2007) X  -   -263,114.948 (meters)                     COMP
 OO0504  NAD 83(2007) Y  - -4,614,020.225 (meters)                     COMP
 OO0504  NAD 83(2007) Z  -  4,381,476.998 (meters)                     COMP
 OO0504  LAPLACE CORR    -          5.89  (seconds)                    DEFLEC09
 OO0504  GEOID HEIGHT    -        -29.02  (meters)                     GEOID09
 OO0504  DYNAMIC HEIGHT  -        381.262 (meters)     1250.86  (feet) COMP
 OO0504  MODELED GRAVITY -    980,382.3   (mgal)                       NAVD 88
 OO0504
 OO0504  VERT ORDER      -  FIRST     CLASS II
 OO0504
 OO0504  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0504  Type                                         Horiz  Ellip  Dist(km)
 OO0504  -------------------------------------------------------------------
 OO0504  NETWORK                                       1.37   1.00
 OO0504  -------------------------------------------------------------------
 OO0504  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.34   0.94      2.56
 OO0504  -------------------------------------------------------------------
 OO0504  NOTE: Click here for information on individual local accuracy
 OO0504  values and other accuracy information.
 OO0504
 OO0504
 OO0504.The horizontal coordinates were established by GPS observations
 OO0504.and adjusted by the National Geodetic Survey in February 2007.
 OO0504
 OO0504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0504.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0504
 OO0504.The horizontal coordinates are valid at the epoch date displayed above
 OO0504.which is a decimal equivalence of Year/Month/Day.
 OO0504
 OO0504.The orthometric height was determined by differential leveling and
 OO0504.adjusted in June 1991.
 OO0504
 OO0504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0504
 OO0504.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0504
 OO0504.The ellipsoidal height was determined by GPS observations
 OO0504.and is referenced to NAD 83.
 OO0504
 OO0504.The dynamic height is computed by dividing the NAVD 88
 OO0504.geopotential number by the normal gravity value computed on the
 OO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0504.degrees latitude (g = 980.6199 gals.).
 OO0504
 OO0504.The modeled gravity was interpolated from observed gravity values.
 OO0504
 OO0504. The following values were computed from the NAD 83(2007) position.
 OO0504
 OO0504;                    North         East     Units Scale Factor Converg.
 OO0504;SPC MN S     -   174,147.872   859,382.973   MT  1.00002776   +0 30 57.8
 OO0504;SPC MN S     -   571,350.14  2,819,492.30   sFT  1.00002776   +0 30 57.8
 OO0504;UTM  15      - 4,834,689.621   478,734.407   MT  0.99960556   -0 10 55.6
 OO0504
 OO0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0504!SPC MN S     -   0.99994475  x   1.00002776  =   0.99997251
 OO0504!UTM  15      -   0.99994475  x   0.99960556  =   0.99955034
 OO0504
 OO0504:                Primary Azimuth Mark                     Grid Az
 OO0504:SPC MN S     -  2482 D                                   284 56 42.8
 OO0504:UTM  15      -  2482 D                                   285 38 36.2
 OO0504
 OO0504|---------------------------------------------------------------------|
 OO0504| PID    Reference Object                     Distance      Geod. Az  |
 OO0504|                                                           dddmmss.s |
 OO0504| OO0505 2482 D                              APPROX. 1.3 KM 2852740.6 |
 OO0504|---------------------------------------------------------------------|
 OO0504
 OO0504                          SUPERSEDED SURVEY CONTROL
 OO0504
 OO0504  NAD 83(1996)-  43 39 53.66218(N)    093 15 49.54486(W) AD(       ) 1
 OO0504  ELLIP H (02/05/03)  352.374  (m)                       GP(       ) 3 2
 OO0504  NAVD 88 (02/05/03)  381.35   (m)         1251.1    (f) LEVELING    3  
 OO0504  NGVD 29 (??/??/92)  381.326  (m)         1251.07   (f) ADJ UNCH    1 2
 OO0504
 OO0504.Superseded values are not recommended for survey control.
 OO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0504.See file dsdata.txt to determine how the superseded data were derived.
 OO0504
 OO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ7873434689(NAD 83)
 OO0504
 OO0504_MARKER: DB = BENCH MARK DISK
 OO0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0504_SP_SET: CONCRETE POST
 OO0504_STAMPING: 2482 E 1969
 OO0504_MARK LOGO: MNDT  
 OO0504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0504+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1996
 OO0504
 OO0504  HISTORY     - Date     Condition        Report By
 OO0504  HISTORY     - 1969     MONUMENTED       MNDT
 OO0504  HISTORY     - 19900907 GOOD             NGS
 OO0504  HISTORY     - 19961024 GOOD             MNDT
 OO0504
 OO0504                          STATION DESCRIPTION
 OO0504
 OO0504'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0504'0.8 MI NW FROM HAYWARD.
 OO0504'MARK IS LOCATED 0.4 MILES NORTH OF T.H. 16 AT HAYWARD, ALONG COUNTY
 OO0504'ROAD 26, THENCE, 0.7 MILES WEST ALONG FAI 90, AT A TWIN POLE POWER
 OO0504'LINE (NORTH-SOUTH), 250 FEET WEST OF A BARN, 90 FEET SOUTH OF FAI 90
 OO0504'EASTBOUND CENTERLINE.  1 FOOT WEST OF A STEEL WITNESS POST, IN A 6
 OO0504'FOOT PRE-CAST CONCRETE MONUMENT, PROJECTING 2 INCHES ABOVE GROUND. SW
 OO0504'1/4 SECTION 5, T 102N, R 20W.
 OO0504
 OO0504                          STATION RECOVERY (1990)
 OO0504
 OO0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0504'5.2 KM (3.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0504'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, 1.2 KM
 OO0504'(0.7 MI) WEST OF THE INTERSECTION OF COUNTY ROAD 26, AT A POWER LINE
 OO0504'CROSSING, 29.3 M (96.1 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 OO0504'THE EASTBOUND LANES OF THE HIGHWAY, 17.8 M (58.4 FT) SOUTHWEST OF THE
 OO0504'SOUTH LEG OF A HIGHWAY INFORMATION SIGN, 15.5 M (50.9 FT) WEST OF A
 OO0504'T-FENCE CORNER, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.85 M
 OO0504'(2.79 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST,
 OO0504'AND THE MONUMENT PROJECTS 0.10 M (0.33 FT) ABOVE THE GROUND SURFACE.
 OO0504
 OO0504                          STATION RECOVERY (1996)
 OO0504
 OO0504'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0504'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0504'THE MARK IS 0.8 MI (1.3 KM) NW OF HAYWARD, 0.75 MI (1.21 KM) WEST
 OO0504'ALONG FAI 90 FROM JCT OF FAI 90 AND CO RD 26 (1 MI NORTH OF HAYWARD) ,
 OO0504'AT FAI MP 90 162.85, OR 3.2 MI (5.1 KM) EAST ALONG FAI 90 FROM JCT OF
 OO0504'FAI 90 AND FAI 35 IN ALBERT LEA, 96.1 FT (29.3 M) SOUTH OF EB FAI 90,
 OO0504'AT FAI STA 1323+00, AT POWERLINE CROSSING, 58.4 FT (17.8 M) SW OF
 OO0504'SOUTH LEG OF HWY INFORMATION SIGN, 2.8 FT (0.9 M) NORTH OF FENCE, 1.0
 OO0504'FT (0.3 M) WEST OF WIT POST, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR
 OO0504'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0503 ***********************************************************************
 OO0503  DESIGNATION -  2482 F
 OO0503  PID         -  OO0503
 OO0503  STATE/COUNTY-  MN/FREEBORN
 OO0503  COUNTRY     -  US
 OO0503  USGS QUAD   -  HAYWARD (1982)
 OO0503
 OO0503                         *CURRENT SURVEY CONTROL
 OO0503  ______________________________________________________________________
 OO0503* NAD 83(1986) POSITION- 43 39 55.     (N) 093 14 57.     (W)   SCALED    
 OO0503* NAVD 88 ORTHO HEIGHT -   387.608  (meters)    1271.68  (feet) ADJUSTED  
 OO0503  ______________________________________________________________________
 OO0503  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 OO0503  DYNAMIC HEIGHT  -        387.522 (meters)     1271.40  (feet) COMP
 OO0503  MODELED GRAVITY -    980,385.8   (mgal)                       NAVD 88
 OO0503
 OO0503  VERT ORDER      -  FIRST     CLASS II
 OO0503
 OO0503.The horizontal coordinates were scaled from a topographic map and have
 OO0503.an estimated accuracy of +/- 6 seconds.
 OO0503.
 OO0503.The orthometric height was determined by differential leveling and
 OO0503.adjusted in June 1991.
 OO0503
 OO0503.The dynamic height is computed by dividing the NAVD 88
 OO0503.geopotential number by the normal gravity value computed on the
 OO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0503.degrees latitude (g = 980.6199 gals.).
 OO0503
 OO0503.The modeled gravity was interpolated from observed gravity values.
 OO0503
 OO0503;                    North         East    Units  Estimated Accuracy
 OO0503;SPC MN S     -   174,200.      860,560.      MT  (+/- 180 meters Scaled)
 OO0503
 OO0503                          SUPERSEDED SURVEY CONTROL
 OO0503
 OO0503  NGVD 29 (??/??/92)  387.586  (m)         1271.61   (f) ADJ UNCH    1 2
 OO0503
 OO0503.Superseded values are not recommended for survey control.
 OO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0503.See file dsdata.txt to determine how the superseded data were derived.
 OO0503
 OO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ799347(NAD 83)
 OO0503
 OO0503_MARKER: DD = SURVEY DISK
 OO0503_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0503_SP_SET: BRIDGE ABUTMENT
 OO0503_STAMPING: 2482 F 1969
 OO0503_MARK LOGO: MNDT  
 OO0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0503+STABILITY: POSITION/ELEVATION WELL
 OO0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0503+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0503
 OO0503  HISTORY     - Date     Condition        Report By
 OO0503  HISTORY     - 1969     MONUMENTED       MNDT
 OO0503  HISTORY     - 19900907 GOOD             NGS
 OO0503
 OO0503                          STATION DESCRIPTION
 OO0503
 OO0503'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0503'0.4 MI N FROM HAYWARD.
 OO0503'MARK IS LOCATED 0.4 MILES NORTH OF T.H. 16 AT HAYWARD, IN THE
 OO0503'SOUTHEAST CORNER OF BRIDGE NO. 24806, COUNTY ROAD 26 OVER FAI 90.  SW
 OO0503'1/4 SECTION 4, T 102N, R 20W.
 OO0503
 OO0503                          STATION RECOVERY (1990)
 OO0503
 OO0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0503'6.4 KM (4.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0503'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, IN TOP OF
 OO0503'AND 2.1 M (6.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH
 OO0503'CONCRETE ABUTMENT OF COUNTY ROAD 26 OVERPASS (EXIT 163) OF THE
 OO0503'HIGHWAY, 18.4 M (60.4 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 OO0503'THE EASTBOUND LANES OF THE HIGHWAY, AND 5.3 M (17.4 FT) EAST OF AND
 OO0503'LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0502 ***********************************************************************
 OO0502  DESIGNATION -  2482 G
 OO0502  PID         -  OO0502
 OO0502  STATE/COUNTY-  MN/FREEBORN
 OO0502  COUNTRY     -  US
 OO0502  USGS QUAD   -  HAYWARD (1982)
 OO0502
 OO0502                         *CURRENT SURVEY CONTROL
 OO0502  ______________________________________________________________________
 OO0502* NAD 83(2007) POSITION- 43 39 54.06646(N) 093 13 43.73172(W)   ADJUSTED  
 OO0502* NAD 83(2007) ELLIP HT-   357.282 (meters)        (02/10/07)   ADJUSTED
 OO0502* NAD 83(2007) EPOCH   -  2002.00
 OO0502* NAVD 88 ORTHO HEIGHT -   386.271  (meters)    1267.29  (feet) ADJUSTED  
 OO0502  ______________________________________________________________________
 OO0502  NAD 83(2007) X  -   -260,300.238 (meters)                     COMP
 OO0502  NAD 83(2007) Y  - -4,614,174.854 (meters)                     COMP
 OO0502  NAD 83(2007) Z  -  4,381,489.432 (meters)                     COMP
 OO0502  LAPLACE CORR    -          5.75  (seconds)                    DEFLEC09
 OO0502  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 OO0502  DYNAMIC HEIGHT  -        386.188 (meters)     1267.02  (feet) COMP
 OO0502  MODELED GRAVITY -    980,391.3   (mgal)                       NAVD 88
 OO0502
 OO0502  VERT ORDER      -  FIRST     CLASS II
 OO0502
 OO0502  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0502  Type                                         Horiz  Ellip  Dist(km)
 OO0502  -------------------------------------------------------------------
 OO0502  NETWORK                                       1.40   1.12
 OO0502  -------------------------------------------------------------------
 OO0502  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.99   0.78      2.82
 OO0502  -------------------------------------------------------------------
 OO0502  NOTE: Click here for information on individual local accuracy
 OO0502  values and other accuracy information.
 OO0502
 OO0502
 OO0502.The horizontal coordinates were established by GPS observations
 OO0502.and adjusted by the National Geodetic Survey in February 2007.
 OO0502
 OO0502.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0502.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0502
 OO0502.The horizontal coordinates are valid at the epoch date displayed above
 OO0502.which is a decimal equivalence of Year/Month/Day.
 OO0502
 OO0502.The orthometric height was determined by differential leveling and
 OO0502.adjusted in June 1991.
 OO0502
 OO0502.WARNING-Repeat measurements at this control monument indicate possible
 OO0502.vertical movement.
 OO0502
 OO0502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0502
 OO0502.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0502
 OO0502.The ellipsoidal height was determined by GPS observations
 OO0502.and is referenced to NAD 83.
 OO0502
 OO0502.The dynamic height is computed by dividing the NAVD 88
 OO0502.geopotential number by the normal gravity value computed on the
 OO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0502.degrees latitude (g = 980.6199 gals.).
 OO0502
 OO0502.The modeled gravity was interpolated from observed gravity values.
 OO0502
 OO0502. The following values were computed from the NAD 83(2007) position.
 OO0502
 OO0502;                    North         East     Units Scale Factor Converg.
 OO0502;SPC MN S     -   174,186.317   862,201.609   MT  1.00002773   +0 32 26.0
 OO0502;SPC MN S     -   571,476.28  2,828,739.78   sFT  1.00002773   +0 32 26.0
 OO0502;UTM  15      - 4,834,693.707   481,552.111   MT  0.99960419   -0 09 28.7
 OO0502
 OO0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0502!SPC MN S     -   0.99994398  x   1.00002773  =   0.99997171
 OO0502!UTM  15      -   0.99994398  x   0.99960419  =   0.99954819
 OO0502
 OO0502                          SUPERSEDED SURVEY CONTROL
 OO0502
 OO0502  NAD 83(1996)-  43 39 54.06572(N)    093 13 43.73118(W) AD(       ) 1
 OO0502  ELLIP H (02/05/03)  357.329  (m)                       GP(       ) 3 2
 OO0502  NAVD 88 (02/05/03)  386.2    (m)  GEOID99 model used   GPS OBS        
 OO0502  NGVD 29 (??/??/92)  386.232  (m)         1267.16   (f) ADJ UNCH    1 2
 OO0502
 OO0502.Superseded values are not recommended for survey control.
 OO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0502.See file dsdata.txt to determine how the superseded data were derived.
 OO0502
 OO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ8155234693(NAD 83)
 OO0502
 OO0502_MARKER: DB = BENCH MARK DISK
 OO0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0502_SP_SET: CONCRETE POST
 OO0502_STAMPING: 2482 G 1969
 OO0502_MARK LOGO: MNDT  
 OO0502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0502+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1996
 OO0502
 OO0502  HISTORY     - Date     Condition        Report By
 OO0502  HISTORY     - 1969     MONUMENTED       MNDT
 OO0502  HISTORY     - 19900907 GOOD             NGS
 OO0502  HISTORY     - 19961024 GOOD             MNDT
 OO0502
 OO0502                          STATION DESCRIPTION
 OO0502
 OO0502'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0502'1.1 MI NE FROM HAYWARD.
 OO0502'MARK IS LOCATED 0.4 MILES NORTH OF T. H. 16 AT HAYWARD ALONG COUNTY
 OO0502'ROAD 29, THENCE 1.0 MILES EAST ALONG FAI 90, 95 FEET SOUTH OF FAI 90
 OO0502'EASTBOUND CENTERLINE STATION 1425 + 00, 18 FEET EAST OF A POWER POLE,
 OO0502'1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 OO0502'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  SW 1/4 SECTION 3, T 102N,
 OO0502'R20W.  NOTE-- MARK IS ALSO 1.1 MILES NORTHWEST OF THE JUNCTION OF T.H.
 OO0502'16 AND COUNTY ROAD 28 IN PETRAN.
 OO0502
 OO0502                          STATION RECOVERY (1990)
 OO0502
 OO0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0502'8.0 KM (5.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0502'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, 1.6 KM
 OO0502'(1.0 MI) EAST OF THE INTERSECTION OF COUNTY ROAD 26, 29.4 M (96.5 FT)
 OO0502'SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO0502'HIGHWAY, 4.6 M (15.1 FT) EAST-NORTHEAST OF UTILITY POLE NUMBER N18
 OO0502'0104 WITH LINES CROSSING THE HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL
 OO0502'OF THE HIGHWAY, 0.5 M (1.6 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) WEST
 OO0502'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.07 M (0.23 FT) ABOVE
 OO0502'THE GROUND SURFACE.
 OO0502
 OO0502                          STATION RECOVERY (1996)
 OO0502
 OO0502'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0502'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0502'THE MARK IS 1.1 MI (1.8 KM) NE OF HAYWARD, 1.1 MI (1.8 KM) NW OF
 OO0502'PETRAN, 5 MI (8.0 KM) EAST ALONG FAI 90 FROM JCT OF FAI 90 AND FAI 35
 OO0502'IN ALBERT LEA, OR 1 MI (1.6 KM) EAST ALONG FAI 90 FROM JCT OF FAI 90
 OO0502'AND CO RD 26 (1 MI NORTH AF HAYWARD) , AT FAI 90 MP 164.6, 96.5 FT
 OO0502'(29.4 M) SOUTH OF EB FAI 90, AT FAI STA 1425+00, 13.5 FT (4.1 M) ENE
 OO0502'OF P-POLE 108, 1.6 FT (0.5 M) NORTH OF FENCE, 1.0 FT (0.3 M) WEST OF
 OO0502'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0497 ***********************************************************************
 OO0497  DESIGNATION -  2482 H
 OO0497  PID         -  OO0497
 OO0497  STATE/COUNTY-  MN/FREEBORN
 OO0497  COUNTRY     -  US
 OO0497  USGS QUAD   -  HAYWARD (1982)
 OO0497
 OO0497                         *CURRENT SURVEY CONTROL
 OO0497  ______________________________________________________________________
 OO0497* NAD 83(1986) POSITION- 43 39 40.     (N) 093 11 54.     (W)   SCALED    
 OO0497* NAVD 88 ORTHO HEIGHT -   390.278  (meters)    1280.44  (feet) ADJUSTED  
 OO0497  ______________________________________________________________________
 OO0497  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 OO0497  DYNAMIC HEIGHT  -        390.197 (meters)     1280.17  (feet) COMP
 OO0497  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 OO0497
 OO0497  VERT ORDER      -  FIRST     CLASS II
 OO0497
 OO0497.The horizontal coordinates were scaled from a topographic map and have
 OO0497.an estimated accuracy of +/- 6 seconds.
 OO0497.
 OO0497.The orthometric height was determined by differential leveling and
 OO0497.adjusted in June 1991.
 OO0497
 OO0497.The dynamic height is computed by dividing the NAVD 88
 OO0497.geopotential number by the normal gravity value computed on the
 OO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0497.degrees latitude (g = 980.6199 gals.).
 OO0497
 OO0497.The modeled gravity was interpolated from observed gravity values.
 OO0497
 OO0497;                    North         East    Units  Estimated Accuracy
 OO0497;SPC MN S     -   173,780.      864,660.      MT  (+/- 180 meters Scaled)
 OO0497
 OO0497                          SUPERSEDED SURVEY CONTROL
 OO0497
 OO0497  NGVD 29 (??/??/92)  390.263  (m)         1280.39   (f) ADJ UNCH    1 2
 OO0497
 OO0497.Superseded values are not recommended for survey control.
 OO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0497.See file dsdata.txt to determine how the superseded data were derived.
 OO0497
 OO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ840342(NAD 83)
 OO0497
 OO0497_MARKER: DD = SURVEY DISK
 OO0497_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0497_SP_SET: BRIDGE ABUTMENT
 OO0497_STAMPING: 2482 H 1969
 OO0497_MARK LOGO: MNDT  
 OO0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0497+STABILITY: POSITION/ELEVATION WELL
 OO0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0497+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0497
 OO0497  HISTORY     - Date     Condition        Report By
 OO0497  HISTORY     - 1969     MONUMENTED       MNDT
 OO0497  HISTORY     - 19900907 GOOD             NGS
 OO0497
 OO0497                          STATION DESCRIPTION
 OO0497
 OO0497'DESCRIBED BY MN DEPT OF TRANSP 1969
 OO0497'0.7 MI NE FROM PETRAN.
 OO0497'MARK IS LOCATED 0.7 MILES NORTHEAST OF THE JUNCTION OF T.H. 16 AND
 OO0497'COUNTY ROAD 28 IN PETRAN, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9728,
 OO0497'FAI 90 EASTBOUND OVER T.H. 16 AND THE CHICAGO, MILWAUKEE, ST. PAUL AND
 OO0497'PACIFIC RAILROAD.  SE 1/4 SECTION 2, T 102N, R 20W.
 OO0497
 OO0497                          STATION RECOVERY (1990)
 OO0497
 OO0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0497'10.6 KM (6.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0497'JUNCTION OF INTERSTATE HIGHWAY 35 (EXIT 159) IN ALBERT LEA, IN TOP OF
 OO0497'AND 1.9 M (6.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 OO0497'CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS (NUMBER 9728) OF
 OO0497'COUNTY ROAD 46 AND THE SOO LINE RAILROAD, 25.5 M (83.7 FT) SOUTHEAST
 OO0497'OF THE ROAD CENTERLINE, AND 5.7 M (18.7 FT) SOUTHWEST OF AND LEVEL
 OO0497'WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1565 ***********************************************************************
 OO1565  DESIGNATION -  2482 J
 OO1565  PID         -  OO1565
 OO1565  STATE/COUNTY-  MN/FREEBORN
 OO1565  COUNTRY     -  US
 OO1565  USGS QUAD   -  HAYWARD (1982)
 OO1565
 OO1565                         *CURRENT SURVEY CONTROL
 OO1565  ______________________________________________________________________
 OO1565* NAD 83(1986) POSITION- 43 39 34.     (N) 093 10 07.     (W)   SCALED    
 OO1565* NAVD 88 ORTHO HEIGHT -   388.392  (meters)    1274.25  (feet) ADJUSTED  
 OO1565  ______________________________________________________________________
 OO1565  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 OO1565  DYNAMIC HEIGHT  -        388.315 (meters)     1274.00  (feet) COMP
 OO1565  MODELED GRAVITY -    980,408.5   (mgal)                       NAVD 88
 OO1565
 OO1565  VERT ORDER      -  FIRST     CLASS II
 OO1565
 OO1565.The horizontal coordinates were scaled from a topographic map and have
 OO1565.an estimated accuracy of +/- 6 seconds.
 OO1565.
 OO1565.The orthometric height was determined by differential leveling and
 OO1565.adjusted in June 1991.
 OO1565
 OO1565.The dynamic height is computed by dividing the NAVD 88
 OO1565.geopotential number by the normal gravity value computed on the
 OO1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1565.degrees latitude (g = 980.6199 gals.).
 OO1565
 OO1565.The modeled gravity was interpolated from observed gravity values.
 OO1565
 OO1565;                    North         East    Units  Estimated Accuracy
 OO1565;SPC MN S     -   173,620.      867,060.      MT  (+/- 180 meters Scaled)
 OO1565
 OO1565                          SUPERSEDED SURVEY CONTROL
 OO1565
 OO1565.No superseded survey control is available for this station.
 OO1565
 OO1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ864340(NAD 83)
 OO1565
 OO1565_MARKER: DD = SURVEY DISK
 OO1565_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1565_SP_SET: BRIDGE ABUTMENT
 OO1565_STAMPING: 2482 J 1969
 OO1565_MARK LOGO: MNDT  
 OO1565_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1565+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO1565
 OO1565  HISTORY     - Date     Condition        Report By
 OO1565  HISTORY     - 1969     MONUMENTED       MNDT
 OO1565  HISTORY     - 19900907 GOOD             NGS
 OO1565
 OO1565                          STATION DESCRIPTION
 OO1565
 OO1565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1565'12.4 KM (7.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO1565'JUNCTION OF STATE HIGHWAY 105 (EXIT 175) IN AUSTIN, IN TOP OF AND 1.9
 OO1565'M (6.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO1565'ABUTMENT OF COUNTY ROAD 30 OVERPASS OF THE HIGHWAY, 17.3 M (56.8 FT)
 OO1565'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OO1565'5.3 M (17.4 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0495 ***********************************************************************
 OO0495  DESIGNATION -  2482 K
 OO0495  PID         -  OO0495
 OO0495  STATE/COUNTY-  MN/FREEBORN
 OO0495  COUNTRY     -  US
 OO0495  USGS QUAD   -  HAYWARD (1982)
 OO0495
 OO0495                         *CURRENT SURVEY CONTROL
 OO0495  ______________________________________________________________________
 OO0495* NAD 83(1986) POSITION- 43 39 35.     (N) 093 07 39.     (W)   SCALED    
 OO0495* NAVD 88 ORTHO HEIGHT -   384.213  (meters)    1260.54  (feet) ADJUSTED  
 OO0495  ______________________________________________________________________
 OO0495  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 OO0495  DYNAMIC HEIGHT  -        384.141 (meters)     1260.30  (feet) COMP
 OO0495  MODELED GRAVITY -    980,419.5   (mgal)                       NAVD 88
 OO0495
 OO0495  VERT ORDER      -  SECOND    CLASS 0
 OO0495
 OO0495.The horizontal coordinates were scaled from a topographic map and have
 OO0495.an estimated accuracy of +/- 6 seconds.
 OO0495.
 OO0495.The orthometric height was determined by differential leveling and
 OO0495.adjusted in June 1991.
 OO0495
 OO0495.The dynamic height is computed by dividing the NAVD 88
 OO0495.geopotential number by the normal gravity value computed on the
 OO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0495.degrees latitude (g = 980.6199 gals.).
 OO0495
 OO0495.The modeled gravity was interpolated from observed gravity values.
 OO0495
 OO0495;                    North         East    Units  Estimated Accuracy
 OO0495;SPC MN S     -   173,680.      870,380.      MT  (+/- 180 meters Scaled)
 OO0495
 OO0495                          SUPERSEDED SURVEY CONTROL
 OO0495
 OO0495  NGVD 29 (??/??/92)  384.204  (m)         1260.51   (f) ADJ UNCH    2 0
 OO0495
 OO0495.Superseded values are not recommended for survey control.
 OO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0495.See file dsdata.txt to determine how the superseded data were derived.
 OO0495
 OO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ897340(NAD 83)
 OO0495
 OO0495_MARKER: DD = SURVEY DISK
 OO0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0495_SP_SET: MONUMENT
 OO0495_STAMPING: 2482-K 19
 OO0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0495
 OO0495  HISTORY     - Date     Condition        Report By
 OO0495  HISTORY     - UNK      MONUMENTED       MNDT
 OO0495  HISTORY     - 1967     GOOD             MNDT
 OO0495  HISTORY     - 1975     GOOD             MNDT
 OO0495
 OO0495                          STATION DESCRIPTION
 OO0495
 OO0495'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0495'1.5 MI SW FROM OAKLAND.
 OO0495'MARK IS LOCATED IN THE SW 1/4, SECTION 4, T102N, R 19W, ABOUT 1.0 MILE
 OO0495'SOUTH AND 2.0 MILES WEST OF OAKLAND.  MARK IS STANDARD MINNESOTA
 OO0495'HIGHWAY DEPARTMENT DISK, STAMPED 2482-K 19 SET IN A PRE-CAST CONCRETE
 OO0495'MONUMENT.  MARK IS 98 FT. SOUTH OF CENTERLINE OF EASTBOUND F.A.I. 90
 OO0495'(STA 1410+00), 3.0 FEET NORTH OF R/W FENCE, 13 FEET EAST OF SECTION
 OO0495'LINE, 1.0 FOOT NORTH OF STEEL WITNESS POST AND PROJECTING 2 INCHES
 OO0495'ABOVE GROUND.
 OO0495
 OO0495                          STATION RECOVERY (1975)
 OO0495
 OO0495'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OO0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0491 ***********************************************************************
 OO0491  DESIGNATION -  2482 L
 OO0491  PID         -  OO0491
 OO0491  STATE/COUNTY-  MN/FREEBORN
 OO0491  COUNTRY     -  US
 OO0491  USGS QUAD   -  AUSTIN WEST (1982)
 OO0491
 OO0491                         *CURRENT SURVEY CONTROL
 OO0491  ______________________________________________________________________
 OO0491* NAD 83(1986) POSITION- 43 39 35.     (N) 093 05 16.     (W)   SCALED    
 OO0491* NAVD 88 ORTHO HEIGHT -   385.893  (meters)    1266.05  (feet) ADJUSTED  
 OO0491  ______________________________________________________________________
 OO0491  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 OO0491  DYNAMIC HEIGHT  -        385.823 (meters)     1265.82  (feet) COMP
 OO0491  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 OO0491
 OO0491  VERT ORDER      -  FIRST     CLASS II
 OO0491
 OO0491.The horizontal coordinates were scaled from a topographic map and have
 OO0491.an estimated accuracy of +/- 6 seconds.
 OO0491.
 OO0491.The orthometric height was determined by differential leveling and
 OO0491.adjusted in June 1991.
 OO0491
 OO0491.The dynamic height is computed by dividing the NAVD 88
 OO0491.geopotential number by the normal gravity value computed on the
 OO0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0491.degrees latitude (g = 980.6199 gals.).
 OO0491
 OO0491.The modeled gravity was interpolated from observed gravity values.
 OO0491
 OO0491;                    North         East    Units  Estimated Accuracy
 OO0491;SPC MN S     -   173,720.      873,580.      MT  (+/- 180 meters Scaled)
 OO0491
 OO0491                          SUPERSEDED SURVEY CONTROL
 OO0491
 OO0491  NGVD 29 (??/??/92)  385.889  (m)         1266.04   (f) ADJ UNCH    1 2
 OO0491
 OO0491.Superseded values are not recommended for survey control.
 OO0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0491.See file dsdata.txt to determine how the superseded data were derived.
 OO0491
 OO0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ929340(NAD 83)
 OO0491
 OO0491_MARKER: DD = SURVEY DISK
 OO0491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0491_SP_SET: BRIDGE ABUTMENT
 OO0491_STAMPING: 2482 L 1961
 OO0491_MARK LOGO: MNDT  
 OO0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0491+STABILITY: POSITION/ELEVATION WELL
 OO0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0491+SATELLITE: SATELLITE OBSERVATIONS - September 07, 1990
 OO0491
 OO0491  HISTORY     - Date     Condition        Report By
 OO0491  HISTORY     - UNK      MONUMENTED       MNDT
 OO0491  HISTORY     - 1967     GOOD             MNDT
 OO0491  HISTORY     - 19900907 GOOD             NGS
 OO0491
 OO0491                          STATION DESCRIPTION
 OO0491
 OO0491'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0491'1.0 MI S FROM OAKLAND.
 OO0491'MARK IS LOCATED NEAR THE CORNER OF SECTIONS 2, 3, 10 AND 11, T102N,
 OO0491'R19W.  ABOUT 1.0 MILE SOUTH OF OAKLAND.  MARK IS A STANDARD MINNESOTA
 OO0491'HIGHWAY DEPARTMENT DISK, STAMPED 2482-L 196 SET IN THE SE CORNER OF
 OO0491'BRIDGE ABUTMENT (NO. 9730).  COUNTY ROAD 34 OVER F.A.I. 90.
 OO0491
 OO0491                          STATION RECOVERY (1990)
 OO0491
 OO0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0491'5.9 KM (3.7 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0491'JUNCTION OF STATE HIGHWAY 105 (EXIT 175) IN AUSTIN, IN TOP OF AND 2.1
 OO0491'M (6.9 FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE
 OO0491'ABUTMENT OF COUNTY ROAD 34 OVERPASS (NUMBER 9730) OF THE HIGHWAY,
 OO0491'17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 OO0491'THE HIGHWAY, 5.7 M (18.7 FT) EAST OF THE ROAD CENTERLINE, AND 0.3 M
 OO0491'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0281 ***********************************************************************
 QO0281  DESIGNATION -  25
 QO0281  PID         -  QO0281
 QO0281  STATE/COUNTY-  MN/CHISAGO
 QO0281  COUNTRY     -  US
 QO0281  USGS QUAD   -  NORTH BRANCH (1983)
 QO0281
 QO0281                         *CURRENT SURVEY CONTROL
 QO0281  ______________________________________________________________________
 QO0281* NAD 83(1986) POSITION- 45 35 10.     (N) 092 58 30.     (W)   SCALED    
 QO0281* NAVD 88 ORTHO HEIGHT -   273.510  (meters)     897.34  (feet) ADJUSTED  
 QO0281  ______________________________________________________________________
 QO0281  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO0281  DYNAMIC HEIGHT  -        273.504 (meters)      897.32  (feet) COMP
 QO0281  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 QO0281
 QO0281  VERT ORDER      -  SECOND    CLASS 0
 QO0281
 QO0281.The horizontal coordinates were scaled from a topographic map and have
 QO0281.an estimated accuracy of +/- 6 seconds.
 QO0281.
 QO0281.The orthometric height was determined by differential leveling and
 QO0281.adjusted in June 1991.
 QO0281
 QO0281.The dynamic height is computed by dividing the NAVD 88
 QO0281.geopotential number by the normal gravity value computed on the
 QO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0281.degrees latitude (g = 980.6199 gals.).
 QO0281
 QO0281.The modeled gravity was interpolated from observed gravity values.
 QO0281
 QO0281;                    North         East    Units  Estimated Accuracy
 QO0281;SPC MN C     -   165,950.      899,500.      MT  (+/- 180 meters Scaled)
 QO0281
 QO0281                          SUPERSEDED SURVEY CONTROL
 QO0281
 QO0281  NGVD 29 (??/??/92)  273.446  (m)          897.13   (f) ADJ UNCH    2 0
 QO0281
 QO0281.Superseded values are not recommended for survey control.
 QO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0281.See file dsdata.txt to determine how the superseded data were derived.
 QO0281
 QO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL019480(NAD 83)
 QO0281
 QO0281_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0281_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0281_STAMPING: UNSTAMPED
 QO0281_MARK LOGO: MRC   
 QO0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0281
 QO0281  HISTORY     - Date     Condition        Report By
 QO0281  HISTORY     - UNK      MONUMENTED       CGS
 QO0281  HISTORY     - 1966     MARK NOT FOUND   MNDT
 QO0281  HISTORY     - 1979     MARK NOT FOUND   USGS
 QO0281  HISTORY     - 20070613 MARK NOT FOUND   MNDT
 QO0281
 QO0281                          STATION DESCRIPTION
 QO0281
 QO0281'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0281'IN HARRIS.
 QO0281'AT HARRIS, CHISAGO COUNTY, 849 FEET SOUTH OF THE SOUTH END OF THE
 QO0281'NORTHERN PACIFIC RAILWAY STATION, 103.6 FEET SOUTHEAST OF THE
 QO0281'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF PALMER WAREHOUSE NO. 7,
 QO0281'51.5 FEET EAST OF THE EAST RAIL, AND 17.8 FEET WEST OF THE WEST EDGE
 QO0281'OF THE CONCRETE PAVEMENT ON U.S. HIGHWAY 61.  THE TOP OF A COPPER BOLT
 QO0281'LEADED IN A TILE ABOUT 2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QO0281'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QO0281'STANDARD CAP.  NOTE-- IN NOVEMBER 1934 IT WAS REPORTED THAT THE CAP
 QO0281'AND PIPE WERE MISSING BUT THAT THE POSITION OF THE MARK WAS INDICATED
 QO0281'BY A 1-1/4 INCH PIPE PROJECTING ABOUT 2 FEET ABOVE GROUND. PROBABLY
 QO0281'DESTROYED.
 QO0281
 QO0281                          STATION RECOVERY (1979)
 QO0281
 QO0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QO0281'MARK NOT FOUND.
 QO0281
 QO0281                          STATION RECOVERY (2007)
 QO0281
 QO0281'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0281'849 FEET SOUTH OF SOUTH END OF HARRIS RAILROAD STATION, 103.6 FEET
 QO0281'SOUTHEAST OF SOUTHEAST CORNER OF WAREHOUSE FOUNDATION, 51.5 FEET EAST
 QO0281'OF EAST RAIL OF RAILROAD, 17.8 FEET WEST OF WEST EDGE OF OLD TRUNK
 QO0281'HIGHWAY 61 PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8692 ***********************************************************************
 DF8692  DESIGNATION -  25
 DF8692  PID         -  DF8692
 DF8692  STATE/COUNTY-  MN/KANABEC
 DF8692  COUNTRY     -  US
 DF8692  USGS QUAD   -  ANN LAKE (1968)
 DF8692
 DF8692                         *CURRENT SURVEY CONTROL
 DF8692  ______________________________________________________________________
 DF8692* NAD 83(2007) POSITION- 45 59 17.80223(N) 093 25 56.09358(W)   ADJUSTED  
 DF8692* NAD 83(2007) ELLIP HT-   338.537 (meters)        (02/10/07)   ADJUSTED
 DF8692* NAD 83(2007) EPOCH   -  2002.00
 DF8692* NAVD 88 ORTHO HEIGHT -   366.0    (meters)    1201.    (feet) GPS OBS   
 DF8692  ______________________________________________________________________
 DF8692  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8692  GEOID HEIGHT    -        -27.46  (meters)                     GEOID99
 DF8692  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DF8692  NAD 83(2007) X  -   -265,784.470 (meters)                     COMP
 DF8692  NAD 83(2007) Y  - -4,431,529.275 (meters)                     COMP
 DF8692  NAD 83(2007) Z  -  4,564,585.870 (meters)                     COMP
 DF8692  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC09
 DF8692
 DF8692  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8692  Type                                         Horiz  Ellip  Dist(km)
 DF8692  -------------------------------------------------------------------
 DF8692  NETWORK                                       0.95   0.82
 DF8692  -------------------------------------------------------------------
 DF8692  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.01   0.76      8.10
 DF8692  -------------------------------------------------------------------
 DF8692  NOTE: Click here for information on individual local accuracy
 DF8692  values and other accuracy information.
 DF8692
 DF8692
 DF8692.The horizontal coordinates were established by GPS observations
 DF8692.and adjusted by the National Geodetic Survey in February 2007.
 DF8692
 DF8692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8692.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8692
 DF8692.The horizontal coordinates are valid at the epoch date displayed above
 DF8692.which is a decimal equivalence of Year/Month/Day.
 DF8692
 DF8692.The orthometric height was determined by GPS observations and a
 DF8692.high-resolution geoid model.
 DF8692
 DF8692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8692
 DF8692.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8692
 DF8692.The ellipsoidal height was determined by GPS observations
 DF8692.and is referenced to NAD 83.
 DF8692
 DF8692. The following values were computed from the NAD 83(2007) position.
 DF8692
 DF8692;                    North         East     Units Scale Factor Converg.
 DF8692;SPC MN C     -   210,170.232   863,354.213   MT  0.99994023   +0 35 29.6
 DF8692;SPC MN C     -   689,533.50  2,832,521.28   sFT  0.99994023   +0 35 29.6
 DF8692;UTM  15      - 5,092,835.963   466,522.964   MT  0.99961378   -0 18 39.1
 DF8692
 DF8692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8692!SPC MN C     -   0.99994693  x   0.99994023  =   0.99988716
 DF8692!UTM  15      -   0.99994693  x   0.99961378  =   0.99956073
 DF8692
 DF8692                          SUPERSEDED SURVEY CONTROL
 DF8692
 DF8692  NAD 83(1996)-  45 59 17.80228(N)    093 25 56.09346(W) AD(       ) 1
 DF8692  ELLIP H (10/22/03)  338.577  (m)                       GP(       ) 3 2
 DF8692
 DF8692.Superseded values are not recommended for survey control.
 DF8692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8692.See file dsdata.txt to determine how the superseded data were derived.
 DF8692
 DF8692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6652292835(NAD 83)
 DF8692
 DF8692_MARKER: DD = SURVEY DISK
 DF8692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8692_STAMPING: 25
 DF8692_MARK LOGO: MN-065
 DF8692_PROJECTION: FLUSH
 DF8692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8692+STABILITY: SURFACE MOTION
 DF8692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8692+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DF8692
 DF8692  HISTORY     - Date     Condition        Report By
 DF8692  HISTORY     - 2001     MONUMENTED       MN-065
 DF8692  HISTORY     - 20080609 GOOD             MNDT
 DF8692
 DF8692                          STATION DESCRIPTION
 DF8692
 DF8692'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8692'10.5 MI (16.9 KM) NORTH OF OGILVIE ON TH 47, 93 FT (28.3 M) NORTH OF
 DF8692'MILEPOST 80, 73 FT (22.3 M) EAST OF CENTER OF TH 47, 2 FT (0.6 M)
 DF8692'SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8692
 DF8692                          STATION RECOVERY (2008)
 DF8692
 DF8692'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF8692'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTHWEST OF MORA, 10.0 MI
 DF8692'(16.1 KM) SOUTH-SOUTHEAST OF WAHKON AND 8.6 MI (13.8 KM) SOUTHWEST OF
 DF8692'WARMAN.
 DF8692' 
 DF8692'TO REACH TO THE MARK GO 10.5 MI (16.9 KM) NORTH OF OGILVIE, 10.5 MI
 DF8692'(16.9 KM) NORTH ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY
 DF8692'47 AND COUNTY ROAD 10 IN OGILVIE, 93 FT (28.3 M) NORTH OF MILE POST
 DF8692'NUMBER 80, 73 FT (22.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 47,
 DF8692'2.0 FT (0.6 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9858 ***********************************************************************
 AH9858  DESIGNATION -  25 CER
 AH9858  PID         -  AH9858
 AH9858  STATE/COUNTY-  MN/CLEARWATER
 AH9858  COUNTRY     -  US
 AH9858  USGS QUAD   -  ZERKEL (1981)
 AH9858
 AH9858                         *CURRENT SURVEY CONTROL
 AH9858  ______________________________________________________________________
 AH9858* NAD 83(1986) POSITION- 47 18 39.     (N) 095 28 07.     (W)   SCALED    
 AH9858* NAVD 88 ORTHO HEIGHT -   461.793  (meters)    1515.07  (feet) ADJUSTED  
 AH9858  ______________________________________________________________________
 AH9858  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 AH9858  DYNAMIC HEIGHT  -        461.828 (meters)     1515.18  (feet) COMP
 AH9858  MODELED GRAVITY -    980,674.7   (mgal)                       NAVD 88
 AH9858
 AH9858  VERT ORDER      -  SECOND    CLASS I
 AH9858
 AH9858.The horizontal coordinates were scaled from a topographic map and have
 AH9858.an estimated accuracy of +/- 6 seconds.
 AH9858.
 AH9858.The orthometric height was determined by differential leveling and
 AH9858.adjusted in June 2004.
 AH9858
 AH9858.The dynamic height is computed by dividing the NAVD 88
 AH9858.geopotential number by the normal gravity value computed on the
 AH9858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9858.degrees latitude (g = 980.6199 gals.).
 AH9858
 AH9858.The modeled gravity was interpolated from observed gravity values.
 AH9858
 AH9858;                    North         East    Units  Estimated Accuracy
 AH9858;SPC MN N     -   192,890.      620,940.      MT  (+/- 180 meters Scaled)
 AH9858
 AH9858                          SUPERSEDED SURVEY CONTROL
 AH9858
 AH9858.No superseded survey control is available for this station.
 AH9858
 AH9858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN134426(NAD 83)
 AH9858
 AH9858_MARKER: DB = BENCH MARK DISK
 AH9858_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9858_STAMPING: 25 CER 1967
 AH9858_MARK LOGO: USGS  
 AH9858_PROJECTION: FLUSH
 AH9858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9858+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1992
 AH9858_ROD/PIPE-DEPTH:  3.0 meters
 AH9858
 AH9858  HISTORY     - Date     Condition        Report By
 AH9858  HISTORY     - 1967     MONUMENTED       USGS
 AH9858  HISTORY     - 19920811 GOOD             MNDT
 AH9858
 AH9858                          STATION DESCRIPTION
 AH9858
 AH9858'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9858'ZERKEL, CLEARWATER COUNTY, 4.0 MI (6.4 KM) WEST OF, T. 144 N., R. 38
 AH9858'W., NEAR THE CORNER OF SECTIONS 2, 3, 10 AND 11, 7.5 FT (2.3 M) SOUTH
 AH9858'AND 14 FT (4.3 M) EAST OF A PRIVATE DRIVE NORTH AND 5.6 FT (1.7 M)
 AH9858'HIGHER THAN, 2.O FT WEST OF A TELEPHONE POLE, SET ON TOP OF A 1/2 IN.
 AH9858'COPPER COATED STEEL ROD, DRIVEN 10 FT (3.0 M) INTO THE GROUND, A
 AH9858'STANDARD TABLET STAMPED 25 CER 1967.
 AH9858
 AH9858                          STATION RECOVERY (1992)
 AH9858
 AH9858'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9858'4 MI (6.4 KM) WEST OF ZERKEL, 4.15 MI (6.68 KM) WEST ALONG TH 200 FROM
 AH9858'JCT OF TH 200 AND TH 92 IN ZERKEL, AT TH 200 MP 70.35, 75 FT (22.9 M)
 AH9858'SOUTH OF TH 200 AT PRIVATE DRIVE NORTH TO GRAVEL PIT, AND 1.0 FT (0.3
 AH9858'M) NORTH WIT POST. NOTE--DEPTH OF ROD UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9185 ***********************************************************************
 DH9185  DESIGNATION -  25 DLS
 DH9185  PID         -  DH9185
 DH9185  STATE/COUNTY-  MN/ITASCA
 DH9185  COUNTRY     -  US
 DH9185  USGS QUAD   -  JESSIE LAKE (1996)
 DH9185
 DH9185                         *CURRENT SURVEY CONTROL
 DH9185  ______________________________________________________________________
 DH9185* NAD 83(1986) POSITION- 47 33 25.3    (N) 093 50 19.2    (W)   HD_HELD2  
 DH9185* NAVD 88 ORTHO HEIGHT -   412.911  (meters)    1354.69  (feet) ADJUSTED  
 DH9185  ______________________________________________________________________
 DH9185  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 DH9185  DYNAMIC HEIGHT  -        412.971 (meters)     1354.89  (feet) COMP
 DH9185  MODELED GRAVITY -    980,745.6   (mgal)                       NAVD 88
 DH9185
 DH9185  VERT ORDER      -  SECOND    CLASS I
 DH9185
 DH9185.The horizontal coordinates were established by autonomous hand held GPS
 DH9185.observations and have an estimated accuracy of +/- 10 meters.
 DH9185.
 DH9185.The orthometric height was determined by differential leveling and
 DH9185.adjusted in September 2006.
 DH9185
 DH9185.No vertical observational check was made to the station.
 DH9185
 DH9185.Photographs are available for this station.
 DH9185
 DH9185.The dynamic height is computed by dividing the NAVD 88
 DH9185.geopotential number by the normal gravity value computed on the
 DH9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9185.degrees latitude (g = 980.6199 gals.).
 DH9185
 DH9185.The modeled gravity was interpolated from observed gravity values.
 DH9185
 DH9185;                    North         East    Units  Estimated Accuracy
 DH9185;SPC MN N     -   217,779.      744,412.      MT  (+/- 10 meters HH2 GPS)
 DH9185
 DH9185                          SUPERSEDED SURVEY CONTROL
 DH9185
 DH9185.No superseded survey control is available for this station.
 DH9185
 DH9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3690567408(NAD 83)
 DH9185
 DH9185_MARKER: DD = SURVEY DISK
 DH9185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9185_STAMPING: 25 DLS 1969
 DH9185_MARK LOGO: USGS  
 DH9185_PROJECTION: PROJECTING 8 CENTIMETERS
 DH9185_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH9185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9185+STABILITY: SURFACE MOTION
 DH9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9185+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DH9185
 DH9185  HISTORY     - Date     Condition        Report By
 DH9185  HISTORY     - 1969     MONUMENTED       USGS
 DH9185
 DH9185                          STATION DESCRIPTION
 DH9185
 DH9185'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DH9185'2.9 MILES NORTH AND WEST ON COUNTY ROAD 133 FROM JUNCTION OF COUNTY
 DH9185'ROAD 133 AND TRUNK HIGHWAY 6 AT BOWSTRING, 72 FEET NORTH AND 56 FEET
 DH9185'WEST OF JUNCTION OF COUNTY ROAD 133 AND COUNTY ROAD 173, 2.0 FEET
 DH9185'SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6833 ***********************************************************************
 DF6833  DESIGNATION -  25 DWB
 DF6833  PID         -  DF6833
 DF6833  STATE/COUNTY-  MN/WATONWAN
 DF6833  COUNTRY     -  US
 DF6833  USGS QUAD   -  ST JAMES SE (1970)
 DF6833
 DF6833                         *CURRENT SURVEY CONTROL
 DF6833  ______________________________________________________________________
 DF6833* NAD 83(2007) POSITION- 43 51 14.07849(N) 094 37 11.08211(W)   ADJUSTED  
 DF6833* NAD 83(2007) ELLIP HT-   326.524 (meters)        (02/10/07)   ADJUSTED
 DF6833* NAD 83(2007) EPOCH   -  2002.00
 DF6833* NAVD 88 ORTHO HEIGHT -   354.3    (meters)    1162.    (feet) GPS OBS   
 DF6833  ______________________________________________________________________
 DF6833  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6833  GEOID HEIGHT    -        -27.81  (meters)                     GEOID99
 DF6833  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DF6833  NAD 83(2007) X  -   -371,056.753 (meters)                     COMP
 DF6833  NAD 83(2007) Y  - -4,592,005.464 (meters)                     COMP
 DF6833  NAD 83(2007) Z  -  4,396,627.076 (meters)                     COMP
 DF6833  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC09
 DF6833
 DF6833  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6833  Type                                         Horiz  Ellip  Dist(km)
 DF6833  -------------------------------------------------------------------
 DF6833  NETWORK                                       0.45   0.43
 DF6833  -------------------------------------------------------------------
 DF6833  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.53   0.35      7.82
 DF6833  -------------------------------------------------------------------
 DF6833  NOTE: Click here for information on individual local accuracy
 DF6833  values and other accuracy information.
 DF6833
 DF6833
 DF6833.The horizontal coordinates were established by GPS observations
 DF6833.and adjusted by the National Geodetic Survey in February 2007.
 DF6833
 DF6833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6833.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6833
 DF6833.The horizontal coordinates are valid at the epoch date displayed above
 DF6833.which is a decimal equivalence of Year/Month/Day.
 DF6833
 DF6833.The orthometric height was determined by GPS observations and a
 DF6833.high-resolution geoid model.
 DF6833
 DF6833.Photographs are available for this station.
 DF6833
 DF6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6833
 DF6833.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6833
 DF6833.The ellipsoidal height was determined by GPS observations
 DF6833.and is referenced to NAD 83.
 DF6833
 DF6833. The following values were computed from the NAD 83(2007) position.
 DF6833
 DF6833;                    North         East     Units Scale Factor Converg.
 DF6833;SPC MN S     -   195,069.263   750,172.008   MT  0.99998545   -0 26 03.8
 DF6833;SPC MN S     -   639,989.74  2,461,189.33   sFT  0.99998545   -0 26 03.8
 DF6833;UTM  15      - 4,856,922.264   369,819.444   MT  0.99980844   -1 07 20.5
 DF6833
 DF6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6833!SPC MN S     -   0.99994880  x   0.99998545  =   0.99993425
 DF6833!UTM  15      -   0.99994880  x   0.99980844  =   0.99975725
 DF6833
 DF6833                          SUPERSEDED SURVEY CONTROL
 DF6833
 DF6833  NAD 83(1996)-  43 51 14.07781(N)    094 37 11.08146(W) AD(       ) 1
 DF6833  ELLIP H (08/01/03)  326.559  (m)                       GP(       ) 3 1
 DF6833
 DF6833.Superseded values are not recommended for survey control.
 DF6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6833.See file dsdata.txt to determine how the superseded data were derived.
 DF6833
 DF6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6981956922(NAD 83)
 DF6833
 DF6833_MARKER: DD = SURVEY DISK
 DF6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6833_STAMPING: 25 DWB 1967 1162
 DF6833_MARK LOGO: USGS  
 DF6833_PROJECTION: RECESSED 3 CENTIMETERS
 DF6833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6833+STABILITY: SURFACE MOTION
 DF6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6833+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 DF6833
 DF6833  HISTORY     - Date     Condition        Report By
 DF6833  HISTORY     - 1967     MONUMENTED       USGS
 DF6833  HISTORY     - 20021002 GOOD             MNDT
 DF6833  HISTORY     - 20041208 GOOD             MNDT
 DF6833
 DF6833                          STATION DESCRIPTION
 DF6833
 DF6833'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6833'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 8.5 MI SOUTH AND
 DF6833'0.5 MI EAST OF ST JAMES COURTHOUSE, 3.85 MI EAST ALONG CO RD 8 FROM
 DF6833'THE JCT OF CO RD 8 AND TH 4 IN ORMSBY, THEN 0.4 MI NO RTH ON CO RD 27,
 DF6833'399 FT EAST OF EAST CONC BASE CORN CRIB, 206 FT SOUTH OF FARM
 DF6833'DRIVEWAY, 112.6 FT SE OF SE COR OF METAL SHED, 106 FT SSW OF 3 SPRUCE
 DF6833'TREES, 86 FT WEST OF RD AT FARM ENT, RECESSED 1 INCH, MAGNETIC,
 DF6833'SUITABLE FOR GPS
 DF6833
 DF6833                          STATION RECOVERY (2004)
 DF6833
 DF6833'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DF6833'8.5 MILES SOUTH AND 0.5 MILES EAST OF SAINT JAMES COURTHOUSE, 3.85
 DF6833'MILES EAST ALONG COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY ROAD 8 AND
 DF6833'TRUNK HIGHWAY 4 IN ORMSBY, THEN 0.4 MILE NORTH ON COUNTY ROAD 27, 399
 DF6833'FEET EAST OF EAST CONCRETE BASE CORN CRIB, 206 FEET SOUTH OF FARM
 DF6833'DRIVEWAY NUMBER 43565, 112.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 DF6833'METAL SHED, 86 FEET WEST OF ROAD AT FARM ENTRANCE, 106 FEET SOUTH
 DF6833'SOUTHWEST OF 3 SPRUCE TREES.  THE MARK IS A DEPARTMENT OF INTERIOR
 DF6833'DISK IN A CONCRETE MONUMENT RECESSED 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3129 ***********************************************************************
 DH3129  DESIGNATION -  25 DWB
 DH3129  PID         -  DH3129
 DH3129  STATE/COUNTY-  MN/PIPESTONE
 DH3129  COUNTRY     -  US
 DH3129  USGS QUAD   -  HOLLAND (1967)
 DH3129
 DH3129                         *CURRENT SURVEY CONTROL
 DH3129  ______________________________________________________________________
 DH3129* NAD 83(2007) POSITION- 44 06 36.31802(N) 096 12 08.27473(W)   ADJUSTED  
 DH3129* NAD 83(2007) ELLIP HT-   517.968 (meters)        (02/10/07)   ADJUSTED
 DH3129* NAD 83(2007) EPOCH   -  2002.00
 DH3129* NAVD 88 ORTHO HEIGHT -   544.0    (meters)    1785.    (feet) GPS OBS   
 DH3129  ______________________________________________________________________
 DH3129  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3129  GEOID HEIGHT    -        -25.97  (meters)                     GEOID03
 DH3129  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 DH3129  NAD 83(2007) X  -   -495,612.994 (meters)                     COMP
 DH3129  NAD 83(2007) Y  - -4,560,491.144 (meters)                     COMP
 DH3129  NAD 83(2007) Z  -  4,417,243.136 (meters)                     COMP
 DH3129  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 DH3129
 DH3129  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3129  Type                                         Horiz  Ellip  Dist(km)
 DH3129  -------------------------------------------------------------------
 DH3129  NETWORK                                       0.63   0.92
 DH3129  -------------------------------------------------------------------
 DH3129  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.62   0.86      5.19
 DH3129  -------------------------------------------------------------------
 DH3129  NOTE: Click here for information on individual local accuracy
 DH3129  values and other accuracy information.
 DH3129
 DH3129
 DH3129.The horizontal coordinates were established by GPS observations
 DH3129.and adjusted by the National Geodetic Survey in February 2007.
 DH3129
 DH3129.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3129.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3129
 DH3129.The horizontal coordinates are valid at the epoch date displayed above
 DH3129.which is a decimal equivalence of Year/Month/Day.
 DH3129
 DH3129.The orthometric height was determined by GPS observations and a
 DH3129.high-resolution geoid model.
 DH3129
 DH3129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3129
 DH3129.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3129
 DH3129.The ellipsoidal height was determined by GPS observations
 DH3129.and is referenced to NAD 83.
 DH3129
 DH3129. The following values were computed from the NAD 83(2007) position.
 DH3129
 DH3129;                    North         East     Units Scale Factor Converg.
 DH3129;SPC MN S     -   225,718.518   623,719.938   MT  0.99994524   -1 32 37.1
 DH3129;SPC MN S     -   740,544.84  2,046,321.16   sFT  0.99994524   -1 32 37.1
 DH3129;UTM  14      - 4,887,906.461   723,890.958   MT  1.00021655   +1 56 53.2
 DH3129
 DH3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3129!SPC MN S     -   0.99991879  x   0.99994524  =   0.99986403
 DH3129!UTM  14      -   0.99991879  x   1.00021655  =   1.00013532
 DH3129
 DH3129                          SUPERSEDED SURVEY CONTROL
 DH3129
 DH3129  NAD 83(1996)-  44 06 36.31778(N)    096 12 08.27399(W) AD(       ) 1
 DH3129  ELLIP H (04/27/05)  518.013  (m)                       GP(       ) 3 2
 DH3129
 DH3129.Superseded values are not recommended for survey control.
 DH3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3129.See file dsdata.txt to determine how the superseded data were derived.
 DH3129
 DH3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2389087906(NAD 83)
 DH3129
 DH3129_MARKER: DD = SURVEY DISK
 DH3129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3129_STAMPING: 25 DWB 1965
 DH3129_MARK LOGO: USGS  
 DH3129_PROJECTION: PROJECTING 10 CENTIMETERS
 DH3129_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3129+STABILITY: SURFACE MOTION
 DH3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3129+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 DH3129
 DH3129  HISTORY     - Date     Condition        Report By
 DH3129  HISTORY     - 1965     MONUMENTED       USGS
 DH3129  HISTORY     - 20040923 GOOD             MNDT
 DH3129
 DH3129                          STATION DESCRIPTION
 DH3129
 DH3129'DESCRIBED BY MN DEPT OF TRANSP 2004 (DS)
 DH3129'2 MILES NORTHWEST OF HOLLAND,  FROM THE JUNCTION OF 140 AVENUE AND
 DH3129'TRUNK HIGHWAY 23 AT  MILEPOINT 39.20 GO 1.45 MILES NORTH ON COUNTY
 DH3129'ROAD 16 THEN 0.85 MILE WEST ON 181 ST, 31.8  FEET NORTH OF THE CENTER
 DH3129'OF 181 STREET, JUST NORTHWEST OF FARM BUILDING, 600 FEET EAST  OF 130
 DH3129'AV, 2.2 FEET SOUTH OF A WITNESS POST. THE MARK IS A DEPARTMENT OF
 DH3129'INTERIOR DISK SET  IN A CONCRETE MONUMENTTHAT PROJECTS 4 INCHES AND IS
 DH3129'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2328 ***********************************************************************
 DL2328  DESIGNATION -  25 HEH
 DL2328  PID         -  DL2328
 DL2328  STATE/COUNTY-  MN/ROSEAU
 DL2328  COUNTRY     -  US
 DL2328  USGS QUAD   -  PINECREEK (1966)
 DL2328
 DL2328                         *CURRENT SURVEY CONTROL
 DL2328  ______________________________________________________________________
 DL2328* NAD 83(2007) POSITION- 48 57 48.47867(N) 095 54 07.10034(W)   ADJUSTED  
 DL2328* NAD 83(2007) ELLIP HT-   289.862 (meters)        (04/01/09)   ADJUSTED
 DL2328* NAD 83(2007) EPOCH   -  2002.00
 DL2328* NAVD 88 ORTHO HEIGHT -   317.7    (meters)    1042.    (feet) GPS OBS   
 DL2328  ______________________________________________________________________
 DL2328  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2328  GEOID HEIGHT    -        -27.84  (meters)                     GEOID03
 DL2328  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DL2328  NAD 83(2007) X  -   -431,429.355 (meters)                     COMP
 DL2328  NAD 83(2007) Y  - -4,173,450.507 (meters)                     COMP
 DL2328  NAD 83(2007) Z  -  4,788,110.914 (meters)                     COMP
 DL2328  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DL2328  HORZ ORDER      -  FIRST
 DL2328  ELLP ORDER      -  FOURTH    CLASS I
 DL2328
 DL2328.The horizontal coordinates were established by GPS observations
 DL2328.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2328
 DL2328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2328
 DL2328.The horizontal coordinates are valid at the epoch date displayed above
 DL2328.which is a decimal equivalence of Year/Month/Day.
 DL2328
 DL2328.The orthometric height was determined by GPS observations and a
 DL2328.high-resolution geoid model.
 DL2328
 DL2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2328
 DL2328.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2328
 DL2328.The ellipsoidal height was determined by GPS observations
 DL2328.and is referenced to NAD 83.
 DL2328
 DL2328. The following values were computed from the NAD 83(2007) position.
 DL2328
 DL2328;                    North         East     Units Scale Factor Converg.
 DL2328;SPC MN N     -   377,614.122   594,849.678   MT  1.00009750   -2 04 36.8
 DL2328;SPC MN N     - 1,238,889.00  1,951,602.65   sFT  1.00009750   -2 04 36.8
 DL2328;UTM  15      - 5,427,453.417   287,599.667   MT  1.00015425   -2 11 23.1
 DL2328
 DL2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2328!SPC MN N     -   0.99995458  x   1.00009750  =   1.00005207
 DL2328!UTM  15      -   0.99995458  x   1.00015425  =   1.00010882
 DL2328
 DL2328                          SUPERSEDED SURVEY CONTROL
 DL2328
 DL2328.No superseded survey control is available for this station.
 DL2328
 DL2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ8759927453(NAD 83)
 DL2328
 DL2328_MARKER: DD = SURVEY DISK
 DL2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2328_STAMPING: 25 HEH 1966
 DL2328_MARK LOGO: USGS  
 DL2328_PROJECTION: PROJECTING 20 CENTIMETERS
 DL2328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2328+STABILITY: SURFACE MOTION
 DL2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2328+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2328
 DL2328  HISTORY     - Date     Condition        Report By
 DL2328  HISTORY     - 1966     MONUMENTED       USGS
 DL2328  HISTORY     - 20091001 GOOD             MNDT
 DL2328
 DL2328                          STATION DESCRIPTION
 DL2328
 DL2328'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2328'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2328'THE MARK IS 8.0 MILES NORTH AND 6.0 MILES WEST OF ROSEAU, 3.0 MILES
 DL2328'NORTH ALONG TRUNK HIGHWAY 310 FROM THE JUNCTION OF TRUNK HIGHWAY 11
 DL2328'AND TRUNK HIGHWAY 89 IN ROSEAU, TO TRUNK HIGHWAY 310 MILEPOINT 2.95,
 DL2328'THENCE 3.0 MILES WEST ALONG 340TH STREET, THENCE 5.2 MILES NORTH ALONG
 DL2328'390TH AVENUE, THENCE 0.9 MILE WEST ON 390TH STREET, THENCE 2.0 MILES
 DL2328'WEST ON COUNTY ROAD 118, 75 FEET SOUTH OF COUNTY ROAD 118, 161 FEET
 DL2328'WEST OF DRIVE SOUTH, 3.5 FEET EAST OF POWER POLE WITH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0558 ***********************************************************************
 PQ0558  DESIGNATION -  25 LMT
 PQ0558  PID         -  PQ0558
 PQ0558  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0558  COUNTRY     -  US
 PQ0558  USGS QUAD   -  HAZEL RUN (1965)
 PQ0558
 PQ0558                         *CURRENT SURVEY CONTROL
 PQ0558  ______________________________________________________________________
 PQ0558* NAD 83(1986) POSITION- 44 51 36.     (N) 095 37 53.     (W)   SCALED    
 PQ0558* NAVD 88 ORTHO HEIGHT -   286.868  (meters)     941.17  (feet) ADJUSTED  
 PQ0558  ______________________________________________________________________
 PQ0558  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 PQ0558  DYNAMIC HEIGHT  -        286.846 (meters)      941.09  (feet) COMP
 PQ0558  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 PQ0558
 PQ0558  VERT ORDER      -  FIRST     CLASS II
 PQ0558
 PQ0558.The horizontal coordinates were scaled from a topographic map and have
 PQ0558.an estimated accuracy of +/- 6 seconds.
 PQ0558.
 PQ0558.The orthometric height was determined by differential leveling and
 PQ0558.adjusted in February 2000.
 PQ0558
 PQ0558.The dynamic height is computed by dividing the NAVD 88
 PQ0558.geopotential number by the normal gravity value computed on the
 PQ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0558.degrees latitude (g = 980.6199 gals.).
 PQ0558
 PQ0558.The modeled gravity was interpolated from observed gravity values.
 PQ0558
 PQ0558;                    North         East    Units  Estimated Accuracy
 PQ0558;SPC MN S     -   307,960.      671,070.      MT  (+/- 180 meters Scaled)
 PQ0558
 PQ0558                          SUPERSEDED SURVEY CONTROL
 PQ0558
 PQ0558  NAVD 88 (06/15/91)  286.879  (m)          941.20   (f) SUPERSEDED  2 0
 PQ0558  NGVD 29 (??/??/92)  286.717  (m)          940.67   (f) ADJ UNCH    2 0
 PQ0558
 PQ0558.Superseded values are not recommended for survey control.
 PQ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0558.See file dsdata.txt to determine how the superseded data were derived.
 PQ0558
 PQ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK921707(NAD 83)
 PQ0558
 PQ0558_MARKER: DD = SURVEY DISK
 PQ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0558_STAMPING: 941 25 LMT 1964
 PQ0558_MARK LOGO: USGS  
 PQ0558_PROJECTION: FLUSH
 PQ0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0558+STABILITY: SURFACE MOTION
 PQ0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0558+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1998
 PQ0558
 PQ0558  HISTORY     - Date     Condition        Report By
 PQ0558  HISTORY     - 1964     MONUMENTED       USGS
 PQ0558  HISTORY     - 1975     GOOD             MNDT
 PQ0558  HISTORY     - 19980825 GOOD             NGS
 PQ0558
 PQ0558                          STATION DESCRIPTION
 PQ0558
 PQ0558'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0558'5.8 MI NW FROM GRANITE FALLS.
 PQ0558'THE MARK WAS FOUND, AS DESCRIBED, 6.1 MILES WEST AND NORTHWEST ALONG
 PQ0558'TH 212 FROM THE MINNESOTA RIVER BRIDGE IN GRANITE FALLS AND 2.3 MILES
 PQ0558'SOUTHEAST OF THE WEGDAHL ROAD.  IT IS ALSO 6.2 MILES SOUTHEAST ALONG
 PQ0558'TH 212 FROM THE JUNCTION OF TH 212 AND TH 59 IN MONTEVIDEO.  IT IS
 PQ0558'63.5 FEET SOUTHWEST OF, AND 2 FEET LOWER THAN THE CENTERLINE OF TH 212
 PQ0558'AT MILEPOINT 43, 37.1 FEET SOUTHWEST OF MILE POST 43, 39 FEET
 PQ0558'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 26.1 FEET SOUTH OF POWER POLE
 PQ0558'NO. 143 AND 1.0 FEET WEST OF A POWER POLE.  IT IS 3.0 FEET SOUTHWEST
 PQ0558'OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE
 PQ0558'GROUND.  A RAILROAD SPIKE WAS BURIED NEXT TO THE MONUMENT TO MAKE
 PQ0558'MAGNETIC.  NE 1/4, SEC 14, T 116N, R 40W.
 PQ0558
 PQ0558                          STATION RECOVERY (1998)
 PQ0558
 PQ0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0558'9.7 KM (6.00 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0558'STATE HIGHWAY 23 IN GRANITE FALLS, 19.4 M (63.6 FT) SOUTHWEST OF THE
 PQ0558'HIGHWAY CENTERLINE, 11.9 M (39.0 FT) SOUTHEAST OF THE CENTER OF A
 PQ0558'DRIVEWAY, 8.0 M (26.2 FT) SOUTH OF UTILITY POLE NUMBER 143 WITH A GUY
 PQ0558'CABLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 PQ0558'EAST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.3 M (1.0 FT)
 PQ0558'BELOW THE GROUND SURFACE.  NOTE--THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0431 ***********************************************************************
 OO0431  DESIGNATION -  25 LMT
 OO0431  PID         -  OO0431
 OO0431  STATE/COUNTY-  MN/MOWER
 OO0431  COUNTRY     -  US
 OO0431  USGS QUAD   -  DEXTER (1965)
 OO0431
 OO0431                         *CURRENT SURVEY CONTROL
 OO0431  ______________________________________________________________________
 OO0431* NAD 83(1986) POSITION- 43 40 23.     (N) 092 44 57.     (W)   SCALED    
 OO0431* NAVD 88 ORTHO HEIGHT -   398.359  (meters)    1306.95  (feet) ADJUSTED  
 OO0431  ______________________________________________________________________
 OO0431  GEOID HEIGHT    -        -29.60  (meters)                     GEOID09
 OO0431  DYNAMIC HEIGHT  -        398.264 (meters)     1306.64  (feet) COMP
 OO0431  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 OO0431
 OO0431  VERT ORDER      -  SECOND    CLASS I
 OO0431
 OO0431.The horizontal coordinates were scaled from a topographic map and have
 OO0431.an estimated accuracy of +/- 6 seconds.
 OO0431.
 OO0431.The orthometric height was determined by differential leveling and
 OO0431.adjusted in June 1991.
 OO0431
 OO0431.Photographs are available for this station.
 OO0431
 OO0431.The dynamic height is computed by dividing the NAVD 88
 OO0431.geopotential number by the normal gravity value computed on the
 OO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0431.degrees latitude (g = 980.6199 gals.).
 OO0431
 OO0431.The modeled gravity was interpolated from observed gravity values.
 OO0431
 OO0431;                    North         East    Units  Estimated Accuracy
 OO0431;SPC MN S     -   175,560.      900,870.      MT  (+/- 180 meters Scaled)
 OO0431
 OO0431                          SUPERSEDED SURVEY CONTROL
 OO0431
 OO0431  NGVD 29 (??/??/92)  398.326  (m)         1306.84   (f) ADJ UNCH    2 0
 OO0431
 OO0431.Superseded values are not recommended for survey control.
 OO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0431.See file dsdata.txt to determine how the superseded data were derived.
 OO0431
 OO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ202355(NAD 83)
 OO0431
 OO0431_MARKER: DB = BENCH MARK DISK
 OO0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0431_SP_SET: MONUMENT
 OO0431_STAMPING: 1307 25 LMT 1963
 OO0431_MARK LOGO: USGS  
 OO0431_PROJECTION: RECESSED 15 CENTIMETERS
 OO0431_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0431+STABILITY: SURFACE MOTION
 OO0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0431+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 OO0431
 OO0431  HISTORY     - Date     Condition        Report By
 OO0431  HISTORY     - 1963     MONUMENTED       MNDT
 OO0431  HISTORY     - 1970     GOOD             MNDT
 OO0431  HISTORY     - 20080123 GOOD             MNDT
 OO0431
 OO0431                          STATION DESCRIPTION
 OO0431
 OO0431'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0431'2.0 MI W FROM ELKTON.
 OO0431'MARK IS LOCATED 2.2 MILES EAST OF COUNTY ROAD 20 BRIDGE OVER FAI 90,
 OO0431'0.1 MILES SOUTH OF A TOWNSHIP ROAD BRIDGE OVER FAI 90, 90 FEET
 OO0431'NORTH-NORTHWEST OF A TOWNSHIP ROAD BRIDGE OVER A CREEK, 1 FOOT EAST OF
 OO0431'A FENCE AND STEEL WITNESS POST AT THE SOUTHWEST CORNER OF ST. JOHNS
 OO0431'CEMETERY, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 OO0431'SECTION 4, T 102N, R 16W.
 OO0431
 OO0431                          STATION RECOVERY (2008)
 OO0431
 OO0431'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 OO0431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5940 ***********************************************************************
 DH5940  DESIGNATION -  25 LNB
 DH5940  PID         -  DH5940
 DH5940  STATE/COUNTY-  MN/OTTER TAIL
 DH5940  COUNTRY     -  US
 DH5940  USGS QUAD   -  EAGLE BEND NW (1969)
 DH5940
 DH5940                         *CURRENT SURVEY CONTROL
 DH5940  ______________________________________________________________________
 DH5940* NAD 83(1986) POSITION- 46 14 17.     (N) 095 12 30.     (W)   SCALED    
 DH5940* NAVD 88 ORTHO HEIGHT -   438.834  (meters)    1439.74  (feet) ADJUSTED  
 DH5940  ______________________________________________________________________
 DH5940  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DH5940  DYNAMIC HEIGHT  -        438.834 (meters)     1439.74  (feet) COMP
 DH5940  MODELED GRAVITY -    980,600.6   (mgal)                       NAVD 88
 DH5940
 DH5940  VERT ORDER      -  THIRD
 DH5940
 DH5940.The horizontal coordinates were scaled from a topographic map and have
 DH5940.an estimated accuracy of +/- 6 seconds.
 DH5940.
 DH5940.The orthometric height was determined by differential leveling and
 DH5940.adjusted in May 2009.
 DH5940
 DH5940.No vertical observational check was made to the station.
 DH5940
 DH5940.The dynamic height is computed by dividing the NAVD 88
 DH5940.geopotential number by the normal gravity value computed on the
 DH5940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5940.degrees latitude (g = 980.6199 gals.).
 DH5940
 DH5940.The modeled gravity was interpolated from observed gravity values.
 DH5940
 DH5940;                    North         East    Units  Estimated Accuracy
 DH5940;SPC MN C     -   238,050.      726,090.      MT  (+/- 180 meters Scaled)
 DH5940
 DH5940                          SUPERSEDED SURVEY CONTROL
 DH5940
 DH5940.No superseded survey control is available for this station.
 DH5940
 DH5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM297228(NAD 83)
 DH5940
 DH5940_MARKER: DB = BENCH MARK DISK
 DH5940_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH5940_SP_SET: CONCRETE BASE OF SIGN
 DH5940_STAMPING: 25 LNB 1967
 DH5940_MARK LOGO: USGS  
 DH5940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5940+STABILITY: SURFACE MOTION
 DH5940
 DH5940  HISTORY     - Date     Condition        Report By
 DH5940  HISTORY     - 1967     MONUMENTED       USGS
 DH5940
 DH5940                          STATION DESCRIPTION
 DH5940
 DH5940'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5940'BERTHA, 2.0 MI (3.2 KM) S. AND 7.0 MI (11.3 KM) W. OF, ALMORA, 0.5 MI
 DH5940'(0.8 KM) S. AND 7.5 MI (12.1 KM) E. OF, NEAR COR. SECS. 15, 16, 21 AND
 DH5940'22, T. 132 N., R. 36 W., 53 FT (16.2 M) N. AND 104 FT (31.7 M) E. AN
 DH5940'1.4 FT (0.4 M) LOWER THAN CO. HWY. 40 AT CROSSROAD, 28 FT (8.5 M) E.
 DH5940'OF SE. COR. OF A STORE, IN TOP OF NE. COR. OF CONCRETE FOUNDATION FOR
 DH5940'A SIGN, A STANDARD TABLET STAMPED 25 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1931 ***********************************************************************
 DM1931  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1931  DESIGNATION -  25 RB RESET
 DM1931  PID         -  DM1931
 DM1931  STATE/COUNTY-  MN/SWIFT
 DM1931  COUNTRY     -  US
 DM1931  USGS QUAD   -  LAKE SIMON (1977)
 DM1931
 DM1931                         *CURRENT SURVEY CONTROL
 DM1931  ______________________________________________________________________
 DM1931* NAD 83(2007) POSITION- 45 23 02.59533(N) 095 17 46.52097(W)   ADJUSTED  
 DM1931* NAD 83(2007) ELLIP HT-   346.498 (meters)        (08/04/10)   ADJUSTED
 DM1931* NAD 83(2007) EPOCH   -  2002.00
 DM1931* NAVD 88 ORTHO HEIGHT -   372.96   (meters)    1223.6   (feet) GPS OBS   
 DM1931  ______________________________________________________________________
 DM1931  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1931  GEOID HEIGHT    -        -26.40  (meters)                     GEOID03
 DM1931  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DM1931  NAD 83(2007) X  -   -414,225.863 (meters)                     COMP
 DM1931  NAD 83(2007) Y  - -4,468,393.970 (meters)                     COMP
 DM1931  NAD 83(2007) Z  -  4,517,674.462 (meters)                     COMP
 DM1931  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC09
 DM1931  HORZ ORDER      -  FIRST
 DM1931  ELLP ORDER      -  THIRD     CLASS I
 DM1931
 DM1931.The horizontal coordinates were established by GPS observations
 DM1931.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1931
 DM1931.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1931.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1931
 DM1931.The horizontal coordinates are valid at the epoch date displayed above
 DM1931.which is a decimal equivalence of Year/Month/Day.
 DM1931
 DM1931.The orthometric height was determined by GPS observations and a
 DM1931.high-resolution geoid model using precise GPS observation and
 DM1931.processing techniques.
 DM1931
 DM1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1931
 DM1931.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1931
 DM1931.The ellipsoidal height was determined by GPS observations
 DM1931.and is referenced to NAD 83.
 DM1931
 DM1931. The following values were computed from the NAD 83(2007) position.
 DM1931
 DM1931;                    North         East     Units Scale Factor Converg.
 DM1931;SPC MN S     -   365,713.663   698,479.526   MT  1.00004089   -0 54 30.9
 DM1931;SPC MN S     - 1,199,845.58  2,291,594.91   sFT  1.00004089   -0 54 30.9
 DM1931;UTM  15      - 5,028,180.292   320,233.616   MT  0.99999734   -1 38 05.9
 DM1931
 DM1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1931!SPC MN S     -   0.99994568  x   1.00004089  =   0.99998657
 DM1931!UTM  15      -   0.99994568  x   0.99999734  =   0.99994302
 DM1931
 DM1931                          SUPERSEDED SURVEY CONTROL
 DM1931
 DM1931.No superseded survey control is available for this station.
 DM1931
 DM1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2023328180(NAD 83)
 DM1931
 DM1931_MARKER: DD = SURVEY DISK
 DM1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1931_STAMPING: 25 RB 1966
 DM1931_MARK LOGO: USGS  
 DM1931_PROJECTION: PROJECTING 5 CENTIMETERS
 DM1931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1931+STABILITY: SURFACE MOTION
 DM1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1931+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DM1931
 DM1931  HISTORY     - Date     Condition        Report By
 DM1931  HISTORY     - 19660401 MONUMENTED       USGS
 DM1931  HISTORY     - 20061122 GOOD             MNDT
 DM1931
 DM1931                          STATION DESCRIPTION
 DM1931
 DM1931'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1931'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1931'THE MARK IS 3.6 MILES NORTHWEST OF SUNBURG, 2.9 MILES WEST ALONG TRUNK
 DM1931'HIGHWAY 9 AND TRUNK HIGHWAY 104 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DM1931'AND TRUNK HIGHWAY 104 (CENTRAL AVENUE) IN SUNBERG, THEN 2.0 MILES
 DM1931'NORTH ON 160TH AVENUE, 131 FEET NORTH AND 35 FEET EAST OF CROSSROADS,
 DM1931'1.4 FEET WEST OF STEEL FENCE POST, 3.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0670 ***********************************************************************
 ON0670  DESIGNATION -  25 RWM
 ON0670  PID         -  ON0670
 ON0670  STATE/COUNTY-  MN/FILLMORE
 ON0670  COUNTRY     -  US
 ON0670  USGS QUAD   -  YUCATAN (1965)
 ON0670
 ON0670                         *CURRENT SURVEY CONTROL
 ON0670  ______________________________________________________________________
 ON0670* NAD 83(2007) POSITION- 43 43 51.75413(N) 091 45 00.74299(W)   ADJUSTED  
 ON0670* NAD 83(2007) ELLIP HT-   337.706 (meters)        (09/09/09)   ADJUSTED
 ON0670* NAD 83(2007) EPOCH   -  2002.00
 ON0670* NAVD 88 ORTHO HEIGHT -   367.946  (meters)    1207.17  (feet) ADJUSTED  
 ON0670  ______________________________________________________________________
 ON0670  NAD 83(2007) X  -   -140,995.494 (meters)                     COMP
 ON0670  NAD 83(2007) Y  - -4,614,275.180 (meters)                     COMP
 ON0670  NAD 83(2007) Z  -  4,386,779.860 (meters)                     COMP
 ON0670  LAPLACE CORR    -         -4.30  (seconds)                    DEFLEC09
 ON0670  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 ON0670  DYNAMIC HEIGHT  -        367.879 (meters)     1206.95  (feet) COMP
 ON0670  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 ON0670
 ON0670  HORZ ORDER      -  FIRST
 ON0670  VERT ORDER      -  SECOND    CLASS 0
 ON0670  ELLP ORDER      -  FOURTH    CLASS I
 ON0670
 ON0670.The horizontal coordinates were established by GPS observations
 ON0670.and adjusted by the MN DEPT OF TRANSP in September 2009.
 ON0670
 ON0670.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 ON0670.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 ON0670
 ON0670.The horizontal coordinates are valid at the epoch date displayed above
 ON0670.which is a decimal equivalence of Year/Month/Day.
 ON0670
 ON0670.The orthometric height was determined by differential leveling and
 ON0670.adjusted in June 1991.
 ON0670
 ON0670.Photographs are available for this station.
 ON0670
 ON0670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ON0670
 ON0670.The Laplace correction was computed from DEFLEC09 derived deflections.
 ON0670
 ON0670.The ellipsoidal height was determined by GPS observations
 ON0670.and is referenced to NAD 83.
 ON0670
 ON0670.The dynamic height is computed by dividing the NAVD 88
 ON0670.geopotential number by the normal gravity value computed on the
 ON0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0670.degrees latitude (g = 980.6199 gals.).
 ON0670
 ON0670.The modeled gravity was interpolated from observed gravity values.
 ON0670
 ON0670. The following values were computed from the NAD 83(2007) position.
 ON0670
 ON0670;                    North         East     Units Scale Factor Converg.
 ON0670;SPC MN S     -   183,723.044   981,239.770   MT  1.00001174   +1 34 37.0
 ON0670;SPC MN S     -   602,764.69  3,219,284.15   sFT  1.00001174   +1 34 37.0
 ON0670;UTM  15      - 4,842,759.988   600,652.992   MT  0.99972461   +0 51 50.5
 ON0670
 ON0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ON0670!SPC MN S     -   0.99994705  x   1.00001174  =   0.99995879
 ON0670!UTM  15      -   0.99994705  x   0.99972461  =   0.99967167
 ON0670
 ON0670                          SUPERSEDED SURVEY CONTROL
 ON0670
 ON0670  NAVD 88 (09/09/09)  367.95   (m)         1207.2    (f) LEVELING    3  
 ON0670
 ON0670.Superseded values are not recommended for survey control.
 ON0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0670.See file dsdata.txt to determine how the superseded data were derived.
 ON0670
 ON0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0065242759(NAD 83)
 ON0670
 ON0670_MARKER: DD = SURVEY DISK
 ON0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0670_STAMPING: 25 RWM 1963
 ON0670_MARK LOGO: USGS  
 ON0670_PROJECTION: PROJECTING 8 CENTIMETERS
 ON0670_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0670+STABILITY: SURFACE MOTION
 ON0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ON0670+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 ON0670
 ON0670  HISTORY     - Date     Condition        Report By
 ON0670  HISTORY     - 1963     MONUMENTED       USGS
 ON0670  HISTORY     - 20080228 GOOD             MNDT
 ON0670
 ON0670                          STATION DESCRIPTION
 ON0670
 ON0670'DESCRIBED BY MN DEPT OF TRANSP 2008 (DJS)
 ON0670'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0670'THE MARK IS 5.3 MILES SOUTH OF RUSHFORD, 5.1 MILES SOUTH ON TRUNK
 ON0670'HIGHWAY 43 FROM JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 43, 1.0
 ON0670'MILE EAST ON COUNTY ROAD 10, 54.1 FEET SOUTH OF COUNTY ROAD 10, 30
 ON0670'FEET EAST OF 451ST AVENUE, 6.2 FEET EAST OF POWER POLE, 1.4 FEET NORTH
 ON0670'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7965 ***********************************************************************
 DH7965  DESIGNATION -  25 TPA
 DH7965  PID         -  DH7965
 DH7965  STATE/COUNTY-  MN/BELTRAMI
 DH7965  COUNTRY     -  US
 DH7965  USGS QUAD   -  RED LAKE (1972)
 DH7965
 DH7965                         *CURRENT SURVEY CONTROL
 DH7965  ______________________________________________________________________
 DH7965* NAD 83(1986) POSITION- 47 45 37.5    (N) 095 05 12.0    (W)   HD_HELD2  
 DH7965* NAVD 88 ORTHO HEIGHT -   403.250  (meters)    1323.00  (feet) ADJUSTED  
 DH7965  ______________________________________________________________________
 DH7965  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 DH7965  DYNAMIC HEIGHT  -        403.309 (meters)     1323.19  (feet) COMP
 DH7965  MODELED GRAVITY -    980,744.9   (mgal)                       NAVD 88
 DH7965
 DH7965  VERT ORDER      -  SECOND    CLASS I
 DH7965
 DH7965.The horizontal coordinates were established by autonomous hand held GPS
 DH7965.observations and have an estimated accuracy of +/- 10 meters.
 DH7965.
 DH7965.The orthometric height was determined by differential leveling and
 DH7965.adjusted in October 2007.
 DH7965
 DH7965.The dynamic height is computed by dividing the NAVD 88
 DH7965.geopotential number by the normal gravity value computed on the
 DH7965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7965.degrees latitude (g = 980.6199 gals.).
 DH7965
 DH7965.The modeled gravity was interpolated from observed gravity values.
 DH7965
 DH7965;                    North         East    Units  Estimated Accuracy
 DH7965;SPC MN N     -   242,038.      651,090.      MT  (+/- 10 meters HH2 GPS)
 DH7965
 DH7965                          SUPERSEDED SURVEY CONTROL
 DH7965
 DH7965  NAVD 88 (03/21/06)  403.300  (m)         1323.16   (f) SUPERSEDED  2 1
 DH7965
 DH7965.Superseded values are not recommended for survey control.
 DH7965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7965.See file dsdata.txt to determine how the superseded data were derived.
 DH7965
 DH7965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4362891780(NAD 83)
 DH7965
 DH7965_MARKER: DV = VERTICAL CONTROL DISK
 DH7965_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH7965_STAMPING: 25 TPA 1972
 DH7965_MARK LOGO: USGS  
 DH7965_PROJECTION: FLUSH
 DH7965_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7965+SATELLITE: SATELLITE OBSERVATIONS - 1972
 DH7965_ROD/PIPE-DEPTH:  3.0 meters
 DH7965
 DH7965  HISTORY     - Date     Condition        Report By
 DH7965  HISTORY     - 1972     MONUMENTED       USGS
 DH7965
 DH7965                          STATION DESCRIPTION
 DH7965
 DH7965'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DH7965'2.0 MILES NORTH AND 2.0 MILES EAST OF DEBS, 5.6 MILES WEST ON COUNTY
 DH7965'ROAD 32 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND COUNTY ROAD 32 TO
 DH7965'COUNTY ROAD 513 (ROUGHRIDER ROAD NORTHWEST), 300 FEET SOUTH ON COUNTY
 DH7965'ROAD 513 TO ROAD LEFT AND POWERLINE CLEARING, 250 FEET SOUTHEAST OF
 DH7965'JUNCTION OF COUNTY ROAD 32 AND COUNTY ROAD 513, 151 FEET NORTHWEST AND
 DH7965'101 FEET NORTHEAST OF CROSSROADS AT SECTION CORNER, 40.5 FEET
 DH7965'SOUTHWEST OF GUYED POWER POLE, 2 FEET SOUTHWEST OF 24 INCH NORWAY PINE
 DH7965'TREE STUMP, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6750 ***********************************************************************
 DK6750  DESIGNATION -  2502 B
 DK6750  PID         -  DK6750
 DK6750  STATE/COUNTY-  MN/GOODHUE
 DK6750  COUNTRY     -  US
 DK6750  USGS QUAD   -  CANNON FALLS (1974)
 DK6750
 DK6750                         *CURRENT SURVEY CONTROL
 DK6750  ______________________________________________________________________
 DK6750* NAD 83(1986) POSITION- 44 30 24.52   (N) 092 54 28.04   (W)   HD_HELD1  
 DK6750* NAVD 88 ORTHO HEIGHT -   248.903  (meters)     816.61  (feet) ADJUSTED  
 DK6750  ______________________________________________________________________
 DK6750  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 DK6750  DYNAMIC HEIGHT  -        248.866 (meters)      816.49  (feet) COMP
 DK6750  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 DK6750
 DK6750  VERT ORDER      -  SECOND    CLASS I
 DK6750
 DK6750.The horizontal coordinates were established by differentially corrected
 DK6750.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6750.
 DK6750.The orthometric height was determined by differential leveling and
 DK6750.adjusted in December 2008.
 DK6750
 DK6750.Photographs are available for this station.
 DK6750
 DK6750.The dynamic height is computed by dividing the NAVD 88
 DK6750.geopotential number by the normal gravity value computed on the
 DK6750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6750.degrees latitude (g = 980.6199 gals.).
 DK6750
 DK6750.The modeled gravity was interpolated from observed gravity values.
 DK6750
 DK6750;                    North         East    Units  Estimated Accuracy
 DK6750;SPC MN S     -   268,004.0     886,843.6     MT  (+/- 3 meters HH1 GPS) 
 DK6750
 DK6750                          SUPERSEDED SURVEY CONTROL
 DK6750
 DK6750.No superseded survey control is available for this station.
 DK6750
 DK6750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0732928169(NAD 83)
 DK6750
 DK6750_MARKER: DD = SURVEY DISK
 DK6750_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6750_SP_SET: BRIDGE ABUTMENT
 DK6750_STAMPING: 2502 B 2002
 DK6750_MARK LOGO: MNDT  
 DK6750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6750+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6750
 DK6750  HISTORY     - Date     Condition        Report By
 DK6750  HISTORY     - 2001     MONUMENTED       MNDT
 DK6750  HISTORY     - 20051130 GOOD             MNDT
 DK6750  HISTORY     - 20080902 GOOD             MNDT
 DK6750
 DK6750                          STATION DESCRIPTION
 DK6750
 DK6750'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6750'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF SOGN, 5.7 MI (9.2
 DK6750'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.1 MI (0.2 KM) WEST OF CANNON
 DK6750'FALLS IN SOUTHEAST WING WALL OF TRUNK HIGHWAY 19 BRIDGE 25026 OVER
 DK6750'CANNON RIVER, ONE BLOCK WEST OF THE JUNCTION TRUNK HIGHWAY 19 AND
 DK6750'TRUNK HIGHWAY 20, 2.6 FT (0.8 M) FROM AN UTILITY HAND HOLE.  THE DISK
 DK6750'WAS SET DURING BRIDGE CONSTRUCTION IN 2001 THEN STAMPED IN 2002.
 DK6750
 DK6750                          STATION RECOVERY (2008)
 DK6750
 DK6750'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6750'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6744 ***********************************************************************
 DK6744  DESIGNATION -  2502 C
 DK6744  PID         -  DK6744
 DK6744  STATE/COUNTY-  MN/GOODHUE
 DK6744  COUNTRY     -  US
 DK6744  USGS QUAD   -  SOGN (1980)
 DK6744
 DK6744                         *CURRENT SURVEY CONTROL
 DK6744  ______________________________________________________________________
 DK6744* NAD 83(1986) POSITION- 44 29 09.40   (N) 092 59 13.62   (W)   HD_HELD1  
 DK6744* NAVD 88 ORTHO HEIGHT -   274.795  (meters)     901.56  (feet) ADJUSTED  
 DK6744  ______________________________________________________________________
 DK6744  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DK6744  DYNAMIC HEIGHT  -        274.757 (meters)      901.43  (feet) COMP
 DK6744  MODELED GRAVITY -    980,474.2   (mgal)                       NAVD 88
 DK6744
 DK6744  VERT ORDER      -  SECOND    CLASS I
 DK6744
 DK6744.The horizontal coordinates were established by differentially corrected
 DK6744.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6744.
 DK6744.The orthometric height was determined by differential leveling and
 DK6744.adjusted in December 2008.
 DK6744
 DK6744.The dynamic height is computed by dividing the NAVD 88
 DK6744.geopotential number by the normal gravity value computed on the
 DK6744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6744.degrees latitude (g = 980.6199 gals.).
 DK6744
 DK6744.The modeled gravity was interpolated from observed gravity values.
 DK6744
 DK6744;                    North         East    Units  Estimated Accuracy
 DK6744;SPC MN S     -   265,604.4     880,565.2     MT  (+/- 3 meters HH1 GPS) 
 DK6744
 DK6744                          SUPERSEDED SURVEY CONTROL
 DK6744
 DK6744.No superseded survey control is available for this station.
 DK6744
 DK6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0102425848(NAD 83)
 DK6744
 DK6744_MARKER: DB = BENCH MARK DISK
 DK6744_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6744_SP_SET: BRIDGE ABUTMENT
 DK6744_STAMPING: 2502 C 2005
 DK6744_MARK LOGO: MNDT  
 DK6744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6744+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6744
 DK6744  HISTORY     - Date     Condition        Report By
 DK6744  HISTORY     - 1973     MONUMENTED       MNDT
 DK6744  HISTORY     - 20051130 GOOD             MNDT
 DK6744  HISTORY     - 20080902 GOOD             MNDT
 DK6744
 DK6744                          STATION DESCRIPTION
 DK6744
 DK6744'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6744'THE MARK IS 4.0 MI (6.4 KM) SOUTHWEST OF CANNON FALLS, IN ABUTMENT IN
 DK6744'SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMBER 25007, 4.05 MI (6.5
 DK6744'KM) SOUTHWEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6744'HIGHWAY 19 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 19 MILEPOST 186.45,
 DK6744'26 FT (7.9 M) SOUTH OF TRUNK HIGHWAY 1.
 DK6744
 DK6744                          STATION RECOVERY (2008)
 DK6744
 DK6744'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6745 ***********************************************************************
 DK6745  DESIGNATION -  2502 D
 DK6745  PID         -  DK6745
 DK6745  STATE/COUNTY-  MN/GOODHUE
 DK6745  COUNTRY     -  US
 DK6745  USGS QUAD   -  SOGN (1980)
 DK6745
 DK6745                         *CURRENT SURVEY CONTROL
 DK6745  ______________________________________________________________________
 DK6745* NAD 83(1986) POSITION- 44 29 31.61   (N) 092 57 42.46   (W)   HD_HELD1  
 DK6745* NAVD 88 ORTHO HEIGHT -   294.538  (meters)     966.33  (feet) ADJUSTED  
 DK6745  ______________________________________________________________________
 DK6745  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 DK6745  DYNAMIC HEIGHT  -        294.498 (meters)      966.20  (feet) COMP
 DK6745  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 DK6745
 DK6745  VERT ORDER      -  SECOND    CLASS I
 DK6745
 DK6745.The horizontal coordinates were established by differentially corrected
 DK6745.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6745.
 DK6745.The orthometric height was determined by differential leveling and
 DK6745.adjusted in December 2008.
 DK6745
 DK6745.The dynamic height is computed by dividing the NAVD 88
 DK6745.geopotential number by the normal gravity value computed on the
 DK6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6745.degrees latitude (g = 980.6199 gals.).
 DK6745
 DK6745.The modeled gravity was interpolated from observed gravity values.
 DK6745
 DK6745;                    North         East    Units  Estimated Accuracy
 DK6745;SPC MN S     -   266,315.1     882,570.5     MT  (+/- 3 meters HH1 GPS) 
 DK6745
 DK6745                          SUPERSEDED SURVEY CONTROL
 DK6745
 DK6745.No superseded survey control is available for this station.
 DK6745
 DK6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0303726533(NAD 83)
 DK6745
 DK6745_MARKER: DD = SURVEY DISK
 DK6745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6745_STAMPING: 2502 D
 DK6745_MARK LOGO: MNDT  
 DK6745_PROJECTION: FLUSH
 DK6745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6745+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6745_ROD/PIPE-DEPTH:  8.2 meters
 DK6745
 DK6745  HISTORY     - Date     Condition        Report By
 DK6745  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6745  HISTORY     - 20080902 GOOD             MNDT
 DK6745
 DK6745                          STATION DESCRIPTION
 DK6745
 DK6745'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6745'THE MARK IS 2.5 MI (4.0 KM) SOUTHWEST OF CANNON FALLS, 2.65 MI (4.3
 DK6745'KM) SOUTHWEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6745'HIGHWAY 19 AND TRUNK HIGHWAY 52 IN CANNON FALLS, AT TRUNK HIGHWAY 19
 DK6745'MILEPOST 187.85, 71.7 FT (21.9 M) SOUTHEAST OF TRUNK HIGHWAY 19, 3.3
 DK6745'FT (1.0 M) NORTHWEST OF A FENCE LINE, 1.3 FT (0.4 M) NORTHWEST OF A
 DK6745'WITNESS POST.
 DK6745' 
 DK6745'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6745
 DK6745                          STATION RECOVERY (2008)
 DK6745
 DK6745'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6745'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6748 ***********************************************************************
 DK6748  DESIGNATION -  2502 E
 DK6748  PID         -  DK6748
 DK6748  STATE/COUNTY-  MN/GOODHUE
 DK6748  COUNTRY     -  US
 DK6748  USGS QUAD   -  SOGN (1980)
 DK6748
 DK6748                         *CURRENT SURVEY CONTROL
 DK6748  ______________________________________________________________________
 DK6748* NAD 83(1986) POSITION- 44 29 51.03   (N) 092 57 03.95   (W)   HD_HELD1  
 DK6748* NAVD 88 ORTHO HEIGHT -   307.782  (meters)    1009.78  (feet) ADJUSTED  
 DK6748  ______________________________________________________________________
 DK6748  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 DK6748  DYNAMIC HEIGHT  -        307.740 (meters)     1009.64  (feet) COMP
 DK6748  MODELED GRAVITY -    980,472.5   (mgal)                       NAVD 88
 DK6748
 DK6748  VERT ORDER      -  SECOND    CLASS I
 DK6748
 DK6748.The horizontal coordinates were established by differentially corrected
 DK6748.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6748.
 DK6748.The orthometric height was determined by differential leveling and
 DK6748.adjusted in December 2008.
 DK6748
 DK6748.Photographs are available for this station.
 DK6748
 DK6748.The dynamic height is computed by dividing the NAVD 88
 DK6748.geopotential number by the normal gravity value computed on the
 DK6748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6748.degrees latitude (g = 980.6199 gals.).
 DK6748
 DK6748.The modeled gravity was interpolated from observed gravity values.
 DK6748
 DK6748;                    North         East    Units  Estimated Accuracy
 DK6748;SPC MN S     -   266,925.3     883,413.5     MT  (+/- 3 meters HH1 GPS) 
 DK6748
 DK6748                          SUPERSEDED SURVEY CONTROL
 DK6748
 DK6748.No superseded survey control is available for this station.
 DK6748
 DK6748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0388727133(NAD 83)
 DK6748
 DK6748_MARKER: DD = SURVEY DISK
 DK6748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6748_STAMPING: 2502 E 2005
 DK6748_MARK LOGO: MNDT  
 DK6748_PROJECTION: FLUSH
 DK6748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6748+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6748_ROD/PIPE-DEPTH:  5.8 meters
 DK6748
 DK6748  HISTORY     - Date     Condition        Report By
 DK6748  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6748  HISTORY     - 20080902 GOOD             MNDT
 DK6748
 DK6748                          STATION DESCRIPTION
 DK6748
 DK6748'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6748'THE MARK IS 2.0 MI (3.2 KM) SOUTHWEST OF CANNON FALLS, 2.0 MI (3.2 KM)
 DK6748'(3.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6748'HIGHWAY 19 AND TRUNK HIGHWAY 52 IN CANNON FALLS, AT TRUNK HIGHWAY 19
 DK6748'MILEPOST 188.50, 65.0 FT (19.8 M) SOUTHEAST OF TRUNK HIGHWAY 19, 54.1
 DK6748'FT (16.5 M) NORTH OF POWER POLE, 29.9 FT (9.1 M) NORTHEAST OF A FIELD
 DK6748'ENTRANCE, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
 DK6748' 
 DK6748'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6748
 DK6748                          STATION RECOVERY (2008)
 DK6748
 DK6748'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6749 ***********************************************************************
 DK6749  DESIGNATION -  2502 F
 DK6749  PID         -  DK6749
 DK6749  STATE/COUNTY-  MN/GOODHUE
 DK6749  COUNTRY     -  US
 DK6749  USGS QUAD   -  CANNON FALLS (1974)
 DK6749
 DK6749                         *CURRENT SURVEY CONTROL
 DK6749  ______________________________________________________________________
 DK6749* NAD 83(1986) POSITION- 44 30 29.87   (N) 092 56 20.84   (W)   HD_HELD1  
 DK6749* NAVD 88 ORTHO HEIGHT -   263.358  (meters)     864.03  (feet) ADJUSTED  
 DK6749  ______________________________________________________________________
 DK6749  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 DK6749  DYNAMIC HEIGHT  -        263.320 (meters)      863.91  (feet) COMP
 DK6749  MODELED GRAVITY -    980,469.1   (mgal)                       NAVD 88
 DK6749
 DK6749  VERT ORDER      -  SECOND    CLASS I
 DK6749
 DK6749.The horizontal coordinates were established by differentially corrected
 DK6749.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6749.
 DK6749.The orthometric height was determined by differential leveling and
 DK6749.adjusted in December 2008.
 DK6749
 DK6749.Photographs are available for this station.
 DK6749
 DK6749.The dynamic height is computed by dividing the NAVD 88
 DK6749.geopotential number by the normal gravity value computed on the
 DK6749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6749.degrees latitude (g = 980.6199 gals.).
 DK6749
 DK6749.The modeled gravity was interpolated from observed gravity values.
 DK6749
 DK6749;                    North         East    Units  Estimated Accuracy
 DK6749;SPC MN S     -   268,136.3     884,350.2     MT  (+/- 3 meters HH1 GPS) 
 DK6749
 DK6749                          SUPERSEDED SURVEY CONTROL
 DK6749
 DK6749.No superseded survey control is available for this station.
 DK6749
 DK6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0483828332(NAD 83)
 DK6749
 DK6749_MARKER: DD = SURVEY DISK
 DK6749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6749_STAMPING: 2502 F 2005
 DK6749_MARK LOGO: MNDT  
 DK6749_PROJECTION: FLUSH
 DK6749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6749+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6749_ROD/PIPE-DEPTH:  6.7 meters
 DK6749
 DK6749  HISTORY     - Date     Condition        Report By
 DK6749  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6749  HISTORY     - 20080902 GOOD             MNDT
 DK6749
 DK6749                          STATION DESCRIPTION
 DK6749
 DK6749'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6749'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF SOGN, 4.2 MI (6.8
 DK6749'KM) EAST-SOUTHEAST OF RANDOLPH AND IS 1.50 MI (2.4 KM) WEST OF CANNON
 DK6749'FALLS, 1.05 MI (1.7 KM) (1.69 KM) WEST ALONG TRUNK HIGHWAY 19 FROM THE
 DK6749'JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 19
 DK6749'MILEPOST 189.45, 79.1 FT (24.1 M) NORTHWEST OF TRUNK HIGHWAY 19, 2.0
 DK6749'FT (0.6 M) EAST OF CHAIN LINK FENCE, 0.9 FT (0.3 M) SOUTHEAST OF A
 DK6749'WITNESS POST.
 DK6749' 
 DK6749'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6749
 DK6749                          STATION RECOVERY (2008)
 DK6749
 DK6749'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6758 ***********************************************************************
 DK6758  DESIGNATION -  2503 E
 DK6758  PID         -  DK6758
 DK6758  STATE/COUNTY-  MN/GOODHUE
 DK6758  COUNTRY     -  US
 DK6758  USGS QUAD   -  WELCH (1991)
 DK6758
 DK6758                         *CURRENT SURVEY CONTROL
 DK6758  ______________________________________________________________________
 DK6758* NAD 83(1986) POSITION- 44 30 22.6    (N) 092 44 37.2    (W)   HD_HELD2  
 DK6758* NAVD 88 ORTHO HEIGHT -   273.011  (meters)     895.70  (feet) ADJUSTED  
 DK6758  ______________________________________________________________________
 DK6758  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 DK6758  DYNAMIC HEIGHT  -        272.967 (meters)      895.56  (feet) COMP
 DK6758  MODELED GRAVITY -    980,452.7   (mgal)                       NAVD 88
 DK6758
 DK6758  VERT ORDER      -  SECOND    CLASS I
 DK6758
 DK6758.The horizontal coordinates were established by autonomous hand held GPS
 DK6758.observations and have an estimated accuracy of +/- 10 meters.
 DK6758.
 DK6758.The orthometric height was determined by differential leveling and
 DK6758.adjusted in December 2008.
 DK6758
 DK6758.Photographs are available for this station.
 DK6758
 DK6758.The dynamic height is computed by dividing the NAVD 88
 DK6758.geopotential number by the normal gravity value computed on the
 DK6758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6758.degrees latitude (g = 980.6199 gals.).
 DK6758
 DK6758.The modeled gravity was interpolated from observed gravity values.
 DK6758
 DK6758;                    North         East    Units  Estimated Accuracy
 DK6758;SPC MN S     -   268,132.      899,893.      MT  (+/- 10 meters HH2 GPS)
 DK6758
 DK6758                          SUPERSEDED SURVEY CONTROL
 DK6758
 DK6758.No superseded survey control is available for this station.
 DK6758
 DK6758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2037528138(NAD 83)
 DK6758
 DK6758_MARKER: DB = BENCH MARK DISK
 DK6758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6758_STAMPING: 2503 E 1958
 DK6758_MARK LOGO: MNHD  
 DK6758_PROJECTION: FLUSH
 DK6758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6758+STABILITY: SURFACE MOTION
 DK6758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6758+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6758
 DK6758  HISTORY     - Date     Condition        Report By
 DK6758  HISTORY     - 1958     MONUMENTED       MNHD
 DK6758  HISTORY     - 20051130 GOOD             MNDT
 DK6758  HISTORY     - 20080916 GOOD             MNDT
 DK6758
 DK6758                          STATION DESCRIPTION
 DK6758
 DK6758'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6758'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHEAST OF
 DK6758'MIESVILLE, 4.3 MI (6.9 KM) SOUTH OF WELCH AND 3.6 MI (5.8 KM)
 DK6758'NORTH-NORTHEAST OF WHITE ROCK, 0.85 MI (1.4 KM) WEST OF VASA, 0.85 MI
 DK6758'(1.4 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7,
 DK6758'AT TRUNK HIGHWAY 19 MILE POINT 199.65, 63 FT (19.2 M) SOUTH OF TRUNK
 DK6758'HIGHWAY 19, 150 FT (45.7 M) WEST OF A NORTH ENTRANCE, 0.7 FT (0.2 M)
 DK6758'NORTH OF A WITNESS POST.
 DK6758
 DK6758                          STATION RECOVERY (2008)
 DK6758
 DK6758'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6760 ***********************************************************************
 DK6760  DESIGNATION -  2503 G
 DK6760  PID         -  DK6760
 DK6760  STATE/COUNTY-  MN/GOODHUE
 DK6760  COUNTRY     -  US
 DK6760  USGS QUAD   -  WELCH (1991)
 DK6760
 DK6760                         *CURRENT SURVEY CONTROL
 DK6760  ______________________________________________________________________
 DK6760* NAD 83(1986) POSITION- 44 30 13.57   (N) 092 42 39.35   (W)   HD_HELD1  
 DK6760* NAVD 88 ORTHO HEIGHT -   330.123  (meters)    1083.08  (feet) ADJUSTED  
 DK6760  ______________________________________________________________________
 DK6760  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 DK6760  DYNAMIC HEIGHT  -        330.071 (meters)     1082.91  (feet) COMP
 DK6760  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 DK6760
 DK6760  VERT ORDER      -  SECOND    CLASS I
 DK6760
 DK6760.The horizontal coordinates were established by differentially corrected
 DK6760.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6760.
 DK6760.The orthometric height was determined by differential leveling and
 DK6760.adjusted in December 2008.
 DK6760
 DK6760.Photographs are available for this station.
 DK6760
 DK6760.The dynamic height is computed by dividing the NAVD 88
 DK6760.geopotential number by the normal gravity value computed on the
 DK6760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6760.degrees latitude (g = 980.6199 gals.).
 DK6760
 DK6760.The modeled gravity was interpolated from observed gravity values.
 DK6760
 DK6760;                    North         East    Units  Estimated Accuracy
 DK6760;SPC MN S     -   267,894.0     902,500.3     MT  (+/- 3 meters HH1 GPS) 
 DK6760
 DK6760                          SUPERSEDED SURVEY CONTROL
 DK6760
 DK6760.No superseded survey control is available for this station.
 DK6760
 DK6760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2297827868(NAD 83)
 DK6760
 DK6760_MARKER: DB = BENCH MARK DISK
 DK6760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6760_STAMPING: 2503 G 1958
 DK6760_MARK LOGO: MNHD  
 DK6760_PROJECTION: RECESSED 3 CENTIMETERS
 DK6760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6760+STABILITY: SURFACE MOTION
 DK6760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6760+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6760
 DK6760  HISTORY     - Date     Condition        Report By
 DK6760  HISTORY     - 1958     MONUMENTED       MNHD
 DK6760  HISTORY     - 20051130 GOOD             MNDT
 DK6760  HISTORY     - 20080916 GOOD             MNDT
 DK6760
 DK6760                          STATION DESCRIPTION
 DK6760
 DK6760'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6760'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF GOODHUE,
 DK6760'4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF WELCH AND 4.3 MI (6.9 KM) NORTHEAST
 DK6760'OF WHITE ROCK, 0.3 MI (0.5 KM) EAST OF VASA, 0.8 MI (1.3 KM) EAST OF
 DK6760'THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7, AT TRUNK HIGHWAY
 DK6760'19 MILE POINT 201.20, 74 FT (22.6 M) NORTH OF TRUNK HIGHWAY 19, 37 FT
 DK6760'(11.3 M) EAST OF A FIELD ENTRANCE, 39 FT (11.9 M) NORTHEAST OF EAST
 DK6760'END OF CULVERT, 3 FT (0.9 M) SOUTH OF EDGE OF FIELD, 1.0 FT (0.3 M)
 DK6760'SOUTH OF A WITNESS POST.
 DK6760
 DK6760                          STATION RECOVERY (2008)
 DK6760
 DK6760'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6763 ***********************************************************************
 DK6763  DESIGNATION -  2503 K
 DK6763  PID         -  DK6763
 DK6763  STATE/COUNTY-  MN/GOODHUE
 DK6763  COUNTRY     -  US
 DK6763  USGS QUAD   -  WELCH (1991)
 DK6763
 DK6763                         *CURRENT SURVEY CONTROL
 DK6763  ______________________________________________________________________
 DK6763* NAD 83(1986) POSITION- 44 31 13.3    (N) 092 40 39.4    (W)   HD_HELD2  
 DK6763* NAVD 88 ORTHO HEIGHT -   300.725  (meters)     986.63  (feet) ADJUSTED  
 DK6763  ______________________________________________________________________
 DK6763  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 DK6763  DYNAMIC HEIGHT  -        300.679 (meters)      986.48  (feet) COMP
 DK6763  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 DK6763
 DK6763  VERT ORDER      -  SECOND    CLASS I
 DK6763
 DK6763.The horizontal coordinates were established by autonomous hand held GPS
 DK6763.observations and have an estimated accuracy of +/- 10 meters.
 DK6763.
 DK6763.The orthometric height was determined by differential leveling and
 DK6763.adjusted in December 2008.
 DK6763
 DK6763.Photographs are available for this station.
 DK6763
 DK6763.The dynamic height is computed by dividing the NAVD 88
 DK6763.geopotential number by the normal gravity value computed on the
 DK6763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6763.degrees latitude (g = 980.6199 gals.).
 DK6763
 DK6763.The modeled gravity was interpolated from observed gravity values.
 DK6763
 DK6763;                    North         East    Units  Estimated Accuracy
 DK6763;SPC MN S     -   269,780.      905,120.      MT  (+/- 10 meters HH2 GPS)
 DK6763
 DK6763                          SUPERSEDED SURVEY CONTROL
 DK6763
 DK6763.No superseded survey control is available for this station.
 DK6763
 DK6763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2562029721(NAD 83)
 DK6763
 DK6763_MARKER: DB = BENCH MARK DISK
 DK6763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6763_STAMPING: 2503 K 1958
 DK6763_MARK LOGO: MNHD  
 DK6763_PROJECTION: FLUSH
 DK6763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6763+STABILITY: SURFACE MOTION
 DK6763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6763+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6763
 DK6763  HISTORY     - Date     Condition        Report By
 DK6763  HISTORY     - 1958     MONUMENTED       MNHD
 DK6763  HISTORY     - 20051130 GOOD             MNDT
 DK6763  HISTORY     - 20080916 GOOD             MNDT
 DK6763
 DK6763                          STATION DESCRIPTION
 DK6763
 DK6763'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6763'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF RED WING,
 DK6763'6.2 MI (10.0 KM) NORTHEAST OF WHITE ROCK AND 4.5 MI (7.2 KM) SOUTHEAST
 DK6763'OF WELCH, 2.3 MI (3.7 KM) NORTHEAST OF VASA, 1.8 MI (2.9 KM) NORTHEAST
 DK6763'OF THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7, AT TRUNK
 DK6763'HIGHWAY 19 MILE POINT 203.40, 56 FT (17.1 M) EAST OF TRUNK HIGHWAY 19,
 DK6763'68 FT (20.7 M) WEST OF POWER LINE, 28 FT (8.5 M) NORTH OF A FIELD
 DK6763'ENTRANCE, HALFWAY UP BACK SLOPE, 1.2 FT (0.4 M) WEST OF A WITNESS
 DK6763'POST.
 DK6763
 DK6763                          STATION RECOVERY (2008)
 DK6763
 DK6763'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6766 ***********************************************************************
 DK6766  DESIGNATION -  2503 L
 DK6766  PID         -  DK6766
 DK6766  STATE/COUNTY-  MN/GOODHUE
 DK6766  COUNTRY     -  US
 DK6766  USGS QUAD   -  WELCH (1991)
 DK6766
 DK6766                         *CURRENT SURVEY CONTROL
 DK6766  ______________________________________________________________________
 DK6766* NAD 83(1986) POSITION- 44 33 27.38   (N) 092 38 34.69   (W)   HD_HELD1  
 DK6766* NAVD 88 ORTHO HEIGHT -   250.283  (meters)     821.14  (feet) ADJUSTED  
 DK6766  ______________________________________________________________________
 DK6766  GEOID HEIGHT    -        -30.04  (meters)                     GEOID09
 DK6766  DYNAMIC HEIGHT  -        250.245 (meters)      821.01  (feet) COMP
 DK6766  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 DK6766
 DK6766  VERT ORDER      -  SECOND    CLASS I
 DK6766
 DK6766.The horizontal coordinates were established by differentially corrected
 DK6766.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6766.
 DK6766.The orthometric height was determined by differential leveling and
 DK6766.adjusted in December 2008.
 DK6766
 DK6766.Photographs are available for this station.
 DK6766
 DK6766.The dynamic height is computed by dividing the NAVD 88
 DK6766.geopotential number by the normal gravity value computed on the
 DK6766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6766.degrees latitude (g = 980.6199 gals.).
 DK6766
 DK6766.The modeled gravity was interpolated from observed gravity values.
 DK6766
 DK6766;                    North         East    Units  Estimated Accuracy
 DK6766;SPC MN S     -   273,962.6     907,804.4     MT  (+/- 3 meters HH1 GPS) 
 DK6766
 DK6766                          SUPERSEDED SURVEY CONTROL
 DK6766
 DK6766.No superseded survey control is available for this station.
 DK6766
 DK6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2835533869(NAD 83)
 DK6766
 DK6766_MARKER: DV = VERTICAL CONTROL DISK
 DK6766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6766_SP_SET: BRIDGE ABUTMENT
 DK6766_STAMPING: 2503 L 2005
 DK6766_MARK LOGO: MNDT  
 DK6766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6766+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6766
 DK6766  HISTORY     - Date     Condition        Report By
 DK6766  HISTORY     - 1988     MONUMENTED       MNDT
 DK6766  HISTORY     - 20051130 GOOD             MNDT
 DK6766  HISTORY     - 20080916 GOOD             MNDT
 DK6766
 DK6766                          STATION DESCRIPTION
 DK6766
 DK6766'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6766'THE MARK IS 0.5 MI (0.8 KM) SOUTH OF RED WING, IN BRIDGE ABUTMENT IN
 DK6766'SOUTHEAST CORNER OF MILLING ROAD BRIDGE NUMBER 25524 OVER CREEK, 0.8
 DK6766'MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6766'HIGHWAY 19 AND TRUNK HIGHWAY 61 IN RED WING TO TRUNK HIGHWAY 19 MILE
 DK6766'POINT 206.75, THENCE 0.05 MI (0.1 KM) EAST ON MILLING ROAD, 25.0 FT
 DK6766'(7.6 M) SOUTH OF MILLING ROAD.
 DK6766
 DK6766                          STATION RECOVERY (2008)
 DK6766
 DK6766'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6766'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3523 ***********************************************************************
 DK3523  DESIGNATION -  2503 M
 DK3523  PID         -  DK3523
 DK3523  STATE/COUNTY-  MN/GOODHUE
 DK3523  COUNTRY     -  US
 DK3523  USGS QUAD   -  WELCH (1991)
 DK3523
 DK3523                         *CURRENT SURVEY CONTROL
 DK3523  ______________________________________________________________________
 DK3523* NAD 83(2007) POSITION- 44 32 48.24244(N) 092 39 16.39260(W)   ADJUSTED  
 DK3523* NAD 83(2007) ELLIP HT-   221.431 (meters)        (07/30/09)   ADJUSTED
 DK3523* NAD 83(2007) EPOCH   -  2002.00
 DK3523* NAVD 88 ORTHO HEIGHT -   251.457  (meters)     824.99  (feet) ADJUSTED  
 DK3523  ______________________________________________________________________
 DK3523  NAD 83(2007) X  -   -210,878.614 (meters)                     COMP
 DK3523  NAD 83(2007) Y  - -4,548,338.629 (meters)                     COMP
 DK3523  NAD 83(2007) Z  -  4,451,746.088 (meters)                     COMP
 DK3523  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC09
 DK3523  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DK3523  DYNAMIC HEIGHT  -        251.419 (meters)      824.86  (feet) COMP
 DK3523  MODELED GRAVITY -    980,460.8   (mgal)                       NAVD 88
 DK3523
 DK3523  HORZ ORDER      -  FIRST
 DK3523  VERT ORDER      -  SECOND    CLASS I
 DK3523  ELLP ORDER      -  THIRD     CLASS II
 DK3523
 DK3523.The horizontal coordinates were established by GPS observations
 DK3523.and adjusted by the National Geodetic Survey in July 2009.
 DK3523
 DK3523.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3523.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3523
 DK3523.The horizontal coordinates are valid at the epoch date displayed above
 DK3523.which is a decimal equivalence of Year/Month/Day.
 DK3523
 DK3523.The orthometric height was determined by differential leveling and
 DK3523.adjusted in December 2008.
 DK3523
 DK3523.Photographs are available for this station.
 DK3523
 DK3523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3523
 DK3523.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3523
 DK3523.The ellipsoidal height was determined by GPS observations
 DK3523.and is referenced to NAD 83.
 DK3523
 DK3523.The dynamic height is computed by dividing the NAVD 88
 DK3523.geopotential number by the normal gravity value computed on the
 DK3523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3523.degrees latitude (g = 980.6199 gals.).
 DK3523
 DK3523.The modeled gravity was interpolated from observed gravity values.
 DK3523
 DK3523. The following values were computed from the NAD 83(2007) position.
 DK3523
 DK3523;                    North         East     Units Scale Factor Converg.
 DK3523;SPC MN S     -   272,739.572   906,904.131   MT  0.99992235   +0 56 35.0
 DK3523;SPC MN S     -   894,813.08  2,975,401.30   sFT  0.99992235   +0 56 35.0
 DK3523;UTM  15      - 4,932,658.329   527,440.276   MT  0.99960926   +0 14 32.4
 DK3523
 DK3523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3523!SPC MN S     -   0.99996528  x   0.99992235  =   0.99988763
 DK3523!UTM  15      -   0.99996528  x   0.99960926  =   0.99957456
 DK3523
 DK3523                          SUPERSEDED SURVEY CONTROL
 DK3523
 DK3523  NAD 83(1996)-  44 32 48.24229(N)    092 39 16.39218(W) AD(       ) 1
 DK3523  ELLIP H (03/06/08)  221.466  (m)                       GP(       ) 3 2
 DK3523  NAVD 88 (03/06/08)  251.46   (m)          825.0    (f) LEVELING    3  
 DK3523
 DK3523.Superseded values are not recommended for survey control.
 DK3523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3523.See file dsdata.txt to determine how the superseded data were derived.
 DK3523
 DK3523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2744032658(NAD 83)
 DK3523
 DK3523_MARKER: DD = SURVEY DISK
 DK3523_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3523_STAMPING: 2503 M 2005
 DK3523_MARK LOGO: MNDT  
 DK3523_PROJECTION: RECESSED 3 CENTIMETERS
 DK3523_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3523+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK3523_ROD/PIPE-DEPTH: 21.3 meters
 DK3523
 DK3523  HISTORY     - Date     Condition        Report By
 DK3523  HISTORY     - 2005     MONUMENTED       MNDT
 DK3523  HISTORY     - 20051101 GOOD             MNDT
 DK3523  HISTORY     - 20060825 GOOD             MNDT
 DK3523  HISTORY     - 20080916 GOOD             MNDT
 DK3523
 DK3523                          STATION DESCRIPTION
 DK3523
 DK3523'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK3523'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTHEAST OF WHITE ROCK,
 DK3523'6.1 MI (9.8 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DK3523'WELCH, 5.0 MI (8.0 KM) NORTHEAST OF VASA, 5.40 MI (8.7 KM) NORTHEAST
 DK3523'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND
 DK3523'COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 205.75, 77.6 FT
 DK3523'(23.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY 19, 2.7 FT (0.8 M) SOUTHEAST
 DK3523'OF A FENCE CORNER, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK3523' 
 DK3523'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK3523
 DK3523                          STATION RECOVERY (2006)
 DK3523
 DK3523'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK3523'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3523'THE MARK IS 5.0 MILES (8.0 KM) NORTHEAST OF VASA, 5.40 MILES (8.69 KM)
 DK3523'NORTHEAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DK3523'COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILEPOINT 205.75, 77.6 FEET
 DK3523'(23.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY 19, 2.7 FEET (0.8 M)
 DK3523'SOUTHEAST OF FENCE CORNER, 1.0 FOOT (0.3 M) EAST OF WITNESS POST.
 DK3523
 DK3523                          STATION RECOVERY (2008)
 DK3523
 DK3523'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK3523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6765 ***********************************************************************
 DK6765  DESIGNATION -  2503 N
 DK6765  PID         -  DK6765
 DK6765  STATE/COUNTY-  MN/GOODHUE
 DK6765  COUNTRY     -  US
 DK6765  USGS QUAD   -  WELCH (1991)
 DK6765
 DK6765                         *CURRENT SURVEY CONTROL
 DK6765  ______________________________________________________________________
 DK6765* NAD 83(1986) POSITION- 44 32 01.24   (N) 092 39 33.68   (W)   HD_HELD1  
 DK6765* NAVD 88 ORTHO HEIGHT -   255.851  (meters)     839.40  (feet) ADJUSTED  
 DK6765  ______________________________________________________________________
 DK6765  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 DK6765  DYNAMIC HEIGHT  -        255.811 (meters)      839.27  (feet) COMP
 DK6765  MODELED GRAVITY -    980,456.7   (mgal)                       NAVD 88
 DK6765
 DK6765  VERT ORDER      -  SECOND    CLASS I
 DK6765
 DK6765.The horizontal coordinates were established by differentially corrected
 DK6765.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6765.
 DK6765.The orthometric height was determined by differential leveling and
 DK6765.adjusted in December 2008.
 DK6765
 DK6765.Photographs are available for this station.
 DK6765
 DK6765.The dynamic height is computed by dividing the NAVD 88
 DK6765.geopotential number by the normal gravity value computed on the
 DK6765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6765.degrees latitude (g = 980.6199 gals.).
 DK6765
 DK6765.The modeled gravity was interpolated from observed gravity values.
 DK6765
 DK6765;                    North         East    Units  Estimated Accuracy
 DK6765;SPC MN S     -   271,282.8     906,546.4     MT  (+/- 3 meters HH1 GPS) 
 DK6765
 DK6765                          SUPERSEDED SURVEY CONTROL
 DK6765
 DK6765.No superseded survey control is available for this station.
 DK6765
 DK6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2706431206(NAD 83)
 DK6765
 DK6765_MARKER: DD = SURVEY DISK
 DK6765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6765_STAMPING: 2503 N 2005
 DK6765_MARK LOGO: MNDT  
 DK6765_PROJECTION: RECESSED 8 CENTIMETERS
 DK6765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6765+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6765_ROD/PIPE-DEPTH: 22.9 meters
 DK6765
 DK6765  HISTORY     - Date     Condition        Report By
 DK6765  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6765  HISTORY     - 20080916 GOOD             MNDT
 DK6765
 DK6765                          STATION DESCRIPTION
 DK6765
 DK6765'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6765'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF WHITE ROCK,
 DK6765'6.5 MI (10.5 KM) WEST-SOUTHWEST OF RED WING AND 4.6 MI (7.4 KM)
 DK6765'EAST-SOUTHEAST OF WELCH, 4.0 MI (6.4 KM) NORTHEAST OF VASA, 4.45 MI
 DK6765'(7.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6765'HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT
 DK6765'204.80, 103.4 FT (31.5 M) SOUTHEAST OF TRUNK HIGHWAY 19, 97.8 FT (29.8
 DK6765'M) NORTH-NORTHEAST OF COUNTY ROAD 6, 1.0 FT (0.3 M) NORTHWEST OF A
 DK6765'WITNESS POST.
 DK6765' 
 DK6765'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6765
 DK6765                          STATION RECOVERY (2008)
 DK6765
 DK6765'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6764 ***********************************************************************
 DK6764  DESIGNATION -  2503 P
 DK6764  PID         -  DK6764
 DK6764  STATE/COUNTY-  MN/GOODHUE
 DK6764  COUNTRY     -  US
 DK6764  USGS QUAD   -  WELCH (1991)
 DK6764
 DK6764                         *CURRENT SURVEY CONTROL
 DK6764  ______________________________________________________________________
 DK6764* NAD 83(1986) POSITION- 44 31 30.2    (N) 092 40 29.9    (W)   HD_HELD2  
 DK6764* NAVD 88 ORTHO HEIGHT -   276.251  (meters)     906.33  (feet) ADJUSTED  
 DK6764  ______________________________________________________________________
 DK6764  GEOID HEIGHT    -        -29.98  (meters)                     GEOID09
 DK6764  DYNAMIC HEIGHT  -        276.208 (meters)      906.19  (feet) COMP
 DK6764  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 DK6764
 DK6764  VERT ORDER      -  SECOND    CLASS I
 DK6764
 DK6764.The horizontal coordinates were established by autonomous hand held GPS
 DK6764.observations and have an estimated accuracy of +/- 10 meters.
 DK6764.
 DK6764.The orthometric height was determined by differential leveling and
 DK6764.adjusted in December 2008.
 DK6764
 DK6764.Photographs are available for this station.
 DK6764
 DK6764.The dynamic height is computed by dividing the NAVD 88
 DK6764.geopotential number by the normal gravity value computed on the
 DK6764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6764.degrees latitude (g = 980.6199 gals.).
 DK6764
 DK6764.The modeled gravity was interpolated from observed gravity values.
 DK6764
 DK6764;                    North         East    Units  Estimated Accuracy
 DK6764;SPC MN S     -   270,305.      905,321.      MT  (+/- 10 meters HH2 GPS)
 DK6764
 DK6764                          SUPERSEDED SURVEY CONTROL
 DK6764
 DK6764.No superseded survey control is available for this station.
 DK6764
 DK6764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2582730243(NAD 83)
 DK6764
 DK6764_MARKER: DD = SURVEY DISK
 DK6764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6764_STAMPING: 2503 P 2005
 DK6764_MARK LOGO: MNDT  
 DK6764_PROJECTION: FLUSH
 DK6764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6764+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6764_ROD/PIPE-DEPTH:  3.7 meters
 DK6764
 DK6764  HISTORY     - Date     Condition        Report By
 DK6764  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6764  HISTORY     - 20080916 GOOD             MNDT
 DK6764
 DK6764                          STATION DESCRIPTION
 DK6764
 DK6764'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6764'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF RED WING,
 DK6764'6.6 MI (10.6 KM) NORTHEAST OF WHITE ROCK AND 4.3 MI (6.9 KM) SOUTHEAST
 DK6764'OF WELCH, 3.0 MI (4.8 KM) NORTHEAST OF VASA, 3.45 MI (5.6 KM)
 DK6764'NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19
 DK6764'AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 203.80, 44.2
 DK6764'FT (13.5 M) WEST-NORTHWEST OF TRUNK HIGHWAY 19, 41.5 FT (12.6 M)
 DK6764'SOUTHWEST OF GRAVEL DRIVEWAY, 0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 DK6764' 
 DK6764'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6764
 DK6764                          STATION RECOVERY (2008)
 DK6764
 DK6764'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6764'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6762 ***********************************************************************
 DK6762  DESIGNATION -  2503 Q
 DK6762  PID         -  DK6762
 DK6762  STATE/COUNTY-  MN/GOODHUE
 DK6762  COUNTRY     -  US
 DK6762  USGS QUAD   -  WELCH (1991)
 DK6762
 DK6762                         *CURRENT SURVEY CONTROL
 DK6762  ______________________________________________________________________
 DK6762* NAD 83(1986) POSITION- 44 30 32.00   (N) 092 41 23.14   (W)   HD_HELD1  
 DK6762* NAVD 88 ORTHO HEIGHT -   325.068  (meters)    1066.49  (feet) ADJUSTED  
 DK6762  ______________________________________________________________________
 DK6762  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 DK6762  DYNAMIC HEIGHT  -        325.017 (meters)     1066.33  (feet) COMP
 DK6762  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DK6762
 DK6762  VERT ORDER      -  SECOND    CLASS I
 DK6762
 DK6762.The horizontal coordinates were established by differentially corrected
 DK6762.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6762.
 DK6762.The orthometric height was determined by differential leveling and
 DK6762.adjusted in December 2008.
 DK6762
 DK6762.Photographs are available for this station.
 DK6762
 DK6762.The dynamic height is computed by dividing the NAVD 88
 DK6762.geopotential number by the normal gravity value computed on the
 DK6762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6762.degrees latitude (g = 980.6199 gals.).
 DK6762
 DK6762.The modeled gravity was interpolated from observed gravity values.
 DK6762
 DK6762;                    North         East    Units  Estimated Accuracy
 DK6762;SPC MN S     -   268,489.5     904,174.3     MT  (+/- 3 meters HH1 GPS) 
 DK6762
 DK6762                          SUPERSEDED SURVEY CONTROL
 DK6762
 DK6762.No superseded survey control is available for this station.
 DK6762
 DK6762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2465928443(NAD 83)
 DK6762
 DK6762_MARKER: DD = SURVEY DISK
 DK6762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6762_STAMPING: 2503 Q 2005
 DK6762_MARK LOGO: MNDT  
 DK6762_PROJECTION: FLUSH
 DK6762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6762+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6762_ROD/PIPE-DEPTH:  6.1 meters
 DK6762
 DK6762  HISTORY     - Date     Condition        Report By
 DK6762  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6762  HISTORY     - 20080916 GOOD             MNDT
 DK6762
 DK6762                          STATION DESCRIPTION
 DK6762
 DK6762'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6762'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF GOODHUE,
 DK6762'5.3 MI (8.5 KM) NORTHEAST OF WHITE ROCK AND 4.8 MI (7.7 KM)
 DK6762'SOUTH-SOUTHEAST OF WELCH, 2.0 MI (3.2 KM) EAST-NORTHEAST OF VASA, 2.0
 DK6762'MI (3.2 KM) EAST-NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF
 DK6762'TRUNK HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE
 DK6762'POINT 202.40, 72.6 FT (22.1 M) NORTHWEST OF TRUNK HIGHWAY 19, 2.9 FT
 DK6762'(0.9 M) SOUTHEAST OF A FENCE CORNER, 1.0 FT (0.3 M) SOUTHEAST OF A
 DK6762'WITNESS POST.
 DK6762' 
 DK6762'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6762
 DK6762                          STATION RECOVERY (2008)
 DK6762
 DK6762'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6761 ***********************************************************************
 DK6761  DESIGNATION -  2503 R
 DK6761  PID         -  DK6761
 DK6761  STATE/COUNTY-  MN/GOODHUE
 DK6761  COUNTRY     -  US
 DK6761  USGS QUAD   -  WELCH (1991)
 DK6761
 DK6761                         *CURRENT SURVEY CONTROL
 DK6761  ______________________________________________________________________
 DK6761* NAD 83(1986) POSITION- 44 30 36.45   (N) 092 42 05.57   (W)   HD_HELD1  
 DK6761* NAVD 88 ORTHO HEIGHT -   334.798  (meters)    1098.42  (feet) ADJUSTED  
 DK6761  ______________________________________________________________________
 DK6761  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 DK6761  DYNAMIC HEIGHT  -        334.746 (meters)     1098.25  (feet) COMP
 DK6761  MODELED GRAVITY -    980,453.3   (mgal)                       NAVD 88
 DK6761
 DK6761  VERT ORDER      -  SECOND    CLASS I
 DK6761
 DK6761.The horizontal coordinates were established by differentially corrected
 DK6761.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6761.
 DK6761.The orthometric height was determined by differential leveling and
 DK6761.adjusted in December 2008.
 DK6761
 DK6761.No vertical observational check was made to the station.
 DK6761
 DK6761.Photographs are available for this station.
 DK6761
 DK6761.The dynamic height is computed by dividing the NAVD 88
 DK6761.geopotential number by the normal gravity value computed on the
 DK6761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6761.degrees latitude (g = 980.6199 gals.).
 DK6761
 DK6761.The modeled gravity was interpolated from observed gravity values.
 DK6761
 DK6761;                    North         East    Units  Estimated Accuracy
 DK6761;SPC MN S     -   268,611.9     903,235.1     MT  (+/- 3 meters HH1 GPS) 
 DK6761
 DK6761                          SUPERSEDED SURVEY CONTROL
 DK6761
 DK6761.No superseded survey control is available for this station.
 DK6761
 DK6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2372228577(NAD 83)
 DK6761
 DK6761_MARKER: DD = SURVEY DISK
 DK6761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6761_STAMPING: 2503 R 2005
 DK6761_MARK LOGO: MNDT  
 DK6761_PROJECTION: FLUSH
 DK6761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6761+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6761_ROD/PIPE-DEPTH:  7.6 meters
 DK6761
 DK6761  HISTORY     - Date     Condition        Report By
 DK6761  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6761  HISTORY     - 20080916 GOOD             MNDT
 DK6761
 DK6761                          STATION DESCRIPTION
 DK6761
 DK6761'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6761'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF MIESVILLE, 4.9
 DK6761'MI (7.9 KM) NORTHEAST OF WHITE ROCK AND 4.4 MI (7.1 KM)
 DK6761'SOUTH-SOUTHEAST OF WELCH, 2.0 MI (3.2 KM) NORTHEAST OF VASA, 1.25 MI
 DK6761'(2.0 KM) EAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK
 DK6761'HIGHWAY 19 AND COUNTY ROAD 7 IN VASA TO TRUNK HIGHWAY 19 MILE POINT
 DK6761'201.65, THENCE 0.4 MI (0.6 KM) NORTH ON SMALAND ROAD, 32.5 FT (9.9 M)
 DK6761'EAST OF SMALAND ROAD, 28.1 FT (8.6 M) NORTH OF POWER POLE, 0.8 FT (0.2
 DK6761'M) WEST OF A WITNESS POST.
 DK6761' 
 DK6761'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6761
 DK6761                          STATION RECOVERY (2008)
 DK6761
 DK6761'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6761'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6759 ***********************************************************************
 DK6759  DESIGNATION -  2503 S
 DK6759  PID         -  DK6759
 DK6759  STATE/COUNTY-  MN/GOODHUE
 DK6759  COUNTRY     -  US
 DK6759  USGS QUAD   -  WELCH (1991)
 DK6759
 DK6759                         *CURRENT SURVEY CONTROL
 DK6759  ______________________________________________________________________
 DK6759* NAD 83(1986) POSITION- 44 30 08.05   (N) 092 43 38.01   (W)   HD_HELD1  
 DK6759* NAVD 88 ORTHO HEIGHT -   319.870  (meters)    1049.44  (feet) ADJUSTED  
 DK6759  ______________________________________________________________________
 DK6759  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 DK6759  DYNAMIC HEIGHT  -        319.820 (meters)     1049.28  (feet) COMP
 DK6759  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DK6759
 DK6759  VERT ORDER      -  SECOND    CLASS I
 DK6759
 DK6759.The horizontal coordinates were established by differentially corrected
 DK6759.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6759.
 DK6759.The orthometric height was determined by differential leveling and
 DK6759.adjusted in December 2008.
 DK6759
 DK6759.Photographs are available for this station.
 DK6759
 DK6759.The dynamic height is computed by dividing the NAVD 88
 DK6759.geopotential number by the normal gravity value computed on the
 DK6759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6759.degrees latitude (g = 980.6199 gals.).
 DK6759
 DK6759.The modeled gravity was interpolated from observed gravity values.
 DK6759
 DK6759;                    North         East    Units  Estimated Accuracy
 DK6759;SPC MN S     -   267,703.4     901,207.4     MT  (+/- 3 meters HH1 GPS) 
 DK6759
 DK6759                          SUPERSEDED SURVEY CONTROL
 DK6759
 DK6759.No superseded survey control is available for this station.
 DK6759
 DK6759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2168427693(NAD 83)
 DK6759
 DK6759_MARKER: DD = SURVEY DISK
 DK6759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6759_STAMPING: 2503 S 2005
 DK6759_MARK LOGO: MNDT  
 DK6759_PROJECTION: FLUSH
 DK6759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6759+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6759_ROD/PIPE-DEPTH:  8.2 meters
 DK6759
 DK6759  HISTORY     - Date     Condition        Report By
 DK6759  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6759  HISTORY     - 20080916 GOOD             MNDT
 DK6759
 DK6759                          STATION DESCRIPTION
 DK6759
 DK6759'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6759'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF
 DK6759'MIESVILLE, 4.6 MI (7.4 KM) SOUTH OF WELCH AND 3.7 MI (6.0 KM)
 DK6759'NORTH-NORTHEAST OF WHITE ROCK IN VASA, AT THE JUNCTION OF TRUNK
 DK6759'HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MI (30.6 KM)
 DK6759'POINT 200.35, 86.5 FT (26.4 M) SOUTH OF TRUNK HIGHWAY 1 9, 66.4 FT
 DK6759'(20.2 M) WEST OF COUNTY ROAD 7, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DK6759'POST.
 DK6759' 
 DK6759'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6759
 DK6759                          STATION RECOVERY (2008)
 DK6759
 DK6759'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6757 ***********************************************************************
 DK6757  DESIGNATION -  2503 T
 DK6757  PID         -  DK6757
 DK6757  STATE/COUNTY-  MN/GOODHUE
 DK6757  COUNTRY     -  US
 DK6757  USGS QUAD   -  WELCH (1991)
 DK6757
 DK6757                         *CURRENT SURVEY CONTROL
 DK6757  ______________________________________________________________________
 DK6757* NAD 83(1986) POSITION- 44 30 18.5    (N) 092 45 00.6    (W)   HD_HELD2  
 DK6757* NAVD 88 ORTHO HEIGHT -   272.308  (meters)     893.40  (feet) ADJUSTED  
 DK6757  ______________________________________________________________________
 DK6757  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 DK6757  DYNAMIC HEIGHT  -        272.265 (meters)      893.26  (feet) COMP
 DK6757  MODELED GRAVITY -    980,452.3   (mgal)                       NAVD 88
 DK6757
 DK6757  VERT ORDER      -  SECOND    CLASS I
 DK6757
 DK6757.The horizontal coordinates were established by autonomous hand held GPS
 DK6757.observations and have an estimated accuracy of +/- 10 meters.
 DK6757.
 DK6757.The orthometric height was determined by differential leveling and
 DK6757.adjusted in December 2008.
 DK6757
 DK6757.Photographs are available for this station.
 DK6757
 DK6757.The dynamic height is computed by dividing the NAVD 88
 DK6757.geopotential number by the normal gravity value computed on the
 DK6757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6757.degrees latitude (g = 980.6199 gals.).
 DK6757
 DK6757.The modeled gravity was interpolated from observed gravity values.
 DK6757
 DK6757;                    North         East    Units  Estimated Accuracy
 DK6757;SPC MN S     -   267,998.      899,378.      MT  (+/- 10 meters HH2 GPS)
 DK6757
 DK6757                          SUPERSEDED SURVEY CONTROL
 DK6757
 DK6757.No superseded survey control is available for this station.
 DK6757
 DK6757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1985928010(NAD 83)
 DK6757
 DK6757_MARKER: DD = SURVEY DISK
 DK6757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6757_SP_SET: BRIDGE ABUTMENT
 DK6757_STAMPING: 2503 T 2005
 DK6757_MARK LOGO: MNDT  
 DK6757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6757+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6757
 DK6757  HISTORY     - Date     Condition        Report By
 DK6757  HISTORY     - 1955     MONUMENTED       MNHD
 DK6757  HISTORY     - 20051130 GOOD             MNDT
 DK6757  HISTORY     - 20080916 GOOD             MNDT
 DK6757
 DK6757                          STATION DESCRIPTION
 DK6757
 DK6757'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6757'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF
 DK6757'MIESVILLE, 4.4 MI (7.1 KM) SOUTH OF WELCH AND 3.5 MI (5.6 KM)
 DK6757'NORTH-NORTHEAST OF WHITE ROCK, 1.0 MI (1.6 KM) WEST OF VASA, IN THE
 DK6757'BRIDGE ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMBER
 DK6757'9024 OVER BELLE CREEK, 1.25 MI (2.0 KM) WEST ALONG TRUNK HIGHWAY 19
 DK6757'FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 7 IN VASA, AT
 DK6757'TRUNK HIGHWAY 19 MILE POINT 199.30, 18.2 FT (5.5 M) SOUTHEAST OF TRUNK
 DK6757'HIGHWAY 19.
 DK6757
 DK6757                          STATION RECOVERY (2008)
 DK6757
 DK6757'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6757'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6756 ***********************************************************************
 DK6756  DESIGNATION -  2503 U
 DK6756  PID         -  DK6756
 DK6756  STATE/COUNTY-  MN/GOODHUE
 DK6756  COUNTRY     -  US
 DK6756  USGS QUAD   -  MIESVILLE (1974)
 DK6756
 DK6756                         *CURRENT SURVEY CONTROL
 DK6756  ______________________________________________________________________
 DK6756* NAD 83(1986) POSITION- 44 30 24.6    (N) 092 45 58.6    (W)   HD_HELD2  
 DK6756* NAVD 88 ORTHO HEIGHT -   304.839  (meters)    1000.13  (feet) ADJUSTED  
 DK6756  ______________________________________________________________________
 DK6756  GEOID HEIGHT    -        -29.77  (meters)                     GEOID09
 DK6756  DYNAMIC HEIGHT  -        304.791 (meters)      999.97  (feet) COMP
 DK6756  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DK6756
 DK6756  VERT ORDER      -  SECOND    CLASS I
 DK6756
 DK6756.The horizontal coordinates were established by autonomous hand held GPS
 DK6756.observations and have an estimated accuracy of +/- 10 meters.
 DK6756.
 DK6756.The orthometric height was determined by differential leveling and
 DK6756.adjusted in December 2008.
 DK6756
 DK6756.Photographs are available for this station.
 DK6756
 DK6756.The dynamic height is computed by dividing the NAVD 88
 DK6756.geopotential number by the normal gravity value computed on the
 DK6756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6756.degrees latitude (g = 980.6199 gals.).
 DK6756
 DK6756.The modeled gravity was interpolated from observed gravity values.
 DK6756
 DK6756;                    North         East    Units  Estimated Accuracy
 DK6756;SPC MN S     -   268,167.      898,095.      MT  (+/- 10 meters HH2 GPS)
 DK6756
 DK6756                          SUPERSEDED SURVEY CONTROL
 DK6756
 DK6756.No superseded survey control is available for this station.
 DK6756
 DK6756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1857828194(NAD 83)
 DK6756
 DK6756_MARKER: DD = SURVEY DISK
 DK6756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6756_STAMPING: 2503 U 2005
 DK6756_MARK LOGO: MNDT  
 DK6756_PROJECTION: FLUSH
 DK6756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6756+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6756_ROD/PIPE-DEPTH:  7.6 meters
 DK6756
 DK6756  HISTORY     - Date     Condition        Report By
 DK6756  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6756  HISTORY     - 20080916 GOOD             MNDT
 DK6756
 DK6756                          STATION DESCRIPTION
 DK6756
 DK6756'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6756'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF CANNON FALLS, 4.5
 DK6756'MI (7.2 KM) SOUTH-SOUTHWEST OF WELCH AND 3.5 MI (5.6 KM) NORTH OF
 DK6756'WHITE ROCK 2.0 MI (3.2 KM) WEST OF VASA, 2.10 MI (3.4 KM) WEST ALONG
 DK6756'TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD
 DK6756'7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 198.30, 43.5 FT (13.3 M)
 DK6756'(13.3 M) SOUTH OF TRUNK HIGHWAY 19, 19.7 FT (6.0 M) WEST OF A FIELD
 DK6756'ENTRANCE, 1.1 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6756' 
 DK6756'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6756
 DK6756                          STATION RECOVERY (2008)
 DK6756
 DK6756'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6755 ***********************************************************************
 DK6755  DESIGNATION -  2503 V
 DK6755  PID         -  DK6755
 DK6755  STATE/COUNTY-  MN/GOODHUE
 DK6755  COUNTRY     -  US
 DK6755  USGS QUAD   -  MIESVILLE (1974)
 DK6755
 DK6755                         *CURRENT SURVEY CONTROL
 DK6755  ______________________________________________________________________
 DK6755* NAD 83(1986) POSITION- 44 30 25.50   (N) 092 47 01.85   (W)   HD_HELD1  
 DK6755* NAVD 88 ORTHO HEIGHT -   301.706  (meters)     989.85  (feet) ADJUSTED  
 DK6755  ______________________________________________________________________
 DK6755  GEOID HEIGHT    -        -29.72  (meters)                     GEOID09
 DK6755  DYNAMIC HEIGHT  -        301.659 (meters)      989.69  (feet) COMP
 DK6755  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 DK6755
 DK6755  VERT ORDER      -  SECOND    CLASS I
 DK6755
 DK6755.The horizontal coordinates were established by differentially corrected
 DK6755.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6755.
 DK6755.The orthometric height was determined by differential leveling and
 DK6755.adjusted in December 2008.
 DK6755
 DK6755.Photographs are available for this station.
 DK6755
 DK6755.The dynamic height is computed by dividing the NAVD 88
 DK6755.geopotential number by the normal gravity value computed on the
 DK6755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6755.degrees latitude (g = 980.6199 gals.).
 DK6755
 DK6755.The modeled gravity was interpolated from observed gravity values.
 DK6755
 DK6755;                    North         East    Units  Estimated Accuracy
 DK6755;SPC MN S     -   268,173.4     896,697.3     MT  (+/- 3 meters HH1 GPS) 
 DK6755
 DK6755                          SUPERSEDED SURVEY CONTROL
 DK6755
 DK6755.No superseded survey control is available for this station.
 DK6755
 DK6755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1718128218(NAD 83)
 DK6755
 DK6755_MARKER: DD = SURVEY DISK
 DK6755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6755_STAMPING: 2503 V 2005
 DK6755_MARK LOGO: MNDT  
 DK6755_PROJECTION: FLUSH
 DK6755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6755+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6755_ROD/PIPE-DEPTH:  3.7 meters
 DK6755
 DK6755  HISTORY     - Date     Condition        Report By
 DK6755  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6755  HISTORY     - 20080916 GOOD             MNDT
 DK6755
 DK6755                          STATION DESCRIPTION
 DK6755
 DK6755'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6755'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF CANNON FALLS, 4.8 MI
 DK6755'(7.7 KM) SOUTH-SOUTHWEST OF WELCH AND 3.6 MI (5.8 KM) NORTH-NORTHWEST
 DK6755'OF WHITE ROCK, 3.0 MI (4.8 KM) WEST OF VASA, 3.0 MI (4.8 KM) WEST
 DK6755'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND
 DK6755'COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY 19 MILE POINT 197.45, 68.7 FT
 DK6755'(20.9 M) (20.9 M) NORTH OF TRUNK HIGHWAY 19, 10.6 FT (3.2 M) WEST OF A
 DK6755'FIELD ENTRANCE, 1.6 FT (0.5 M) EAST OF A WITNESS POST.
 DK6755' 
 DK6755'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6755
 DK6755                          STATION RECOVERY (2008)
 DK6755
 DK6755'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3524 ***********************************************************************
 DK3524  DESIGNATION -  2503 W
 DK3524  PID         -  DK3524
 DK3524  STATE/COUNTY-  MN/GOODHUE
 DK3524  COUNTRY     -  US
 DK3524  USGS QUAD   -  MIESVILLE (1974)
 DK3524
 DK3524                         *CURRENT SURVEY CONTROL
 DK3524  ______________________________________________________________________
 DK3524* NAD 83(2007) POSITION- 44 30 33.07612(N) 092 48 33.10879(W)   ADJUSTED  
 DK3524* NAD 83(2007) ELLIP HT-   251.633 (meters)        (07/30/09)   ADJUSTED
 DK3524* NAD 83(2007) EPOCH   -  2002.00
 DK3524* NAVD 88 ORTHO HEIGHT -   281.275  (meters)     922.82  (feet) ADJUSTED  
 DK3524  ______________________________________________________________________
 DK3524  NAD 83(2007) X  -   -223,298.417 (meters)                     COMP
 DK3524  NAD 83(2007) Y  - -4,550,696.798 (meters)                     COMP
 DK3524  NAD 83(2007) Z  -  4,448,792.739 (meters)                     COMP
 DK3524  LAPLACE CORR    -         -7.70  (seconds)                    DEFLEC09
 DK3524  GEOID HEIGHT    -        -29.65  (meters)                     GEOID09
 DK3524  DYNAMIC HEIGHT  -        281.231 (meters)      922.67  (feet) COMP
 DK3524  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 DK3524
 DK3524  HORZ ORDER      -  FIRST
 DK3524  VERT ORDER      -  SECOND    CLASS I
 DK3524  ELLP ORDER      -  THIRD     CLASS II
 DK3524
 DK3524.The horizontal coordinates were established by GPS observations
 DK3524.and adjusted by the National Geodetic Survey in July 2009.
 DK3524
 DK3524.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3524.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3524
 DK3524.The horizontal coordinates are valid at the epoch date displayed above
 DK3524.which is a decimal equivalence of Year/Month/Day.
 DK3524
 DK3524.The orthometric height was determined by differential leveling and
 DK3524.adjusted in December 2008.
 DK3524
 DK3524.Photographs are available for this station.
 DK3524
 DK3524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3524
 DK3524.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3524
 DK3524.The ellipsoidal height was determined by GPS observations
 DK3524.and is referenced to NAD 83.
 DK3524
 DK3524.The dynamic height is computed by dividing the NAVD 88
 DK3524.geopotential number by the normal gravity value computed on the
 DK3524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3524.degrees latitude (g = 980.6199 gals.).
 DK3524
 DK3524.The modeled gravity was interpolated from observed gravity values.
 DK3524
 DK3524. The following values were computed from the NAD 83(2007) position.
 DK3524
 DK3524;                    North         East     Units Scale Factor Converg.
 DK3524;SPC MN S     -   268,377.487   894,678.446   MT  0.99992205   +0 50 04.8
 DK3524;SPC MN S     -   880,501.81  2,935,290.87   sFT  0.99992205   +0 50 04.8
 DK3524;UTM  15      - 4,928,447.442   515,166.036   MT  0.99960283   +0 08 01.5
 DK3524
 DK3524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3524!SPC MN S     -   0.99996055  x   0.99992205  =   0.99988260
 DK3524!UTM  15      -   0.99996055  x   0.99960283  =   0.99956339
 DK3524
 DK3524                          SUPERSEDED SURVEY CONTROL
 DK3524
 DK3524  NAD 83(1996)-  44 30 33.07582(N)    092 48 33.10843(W) AD(       ) 1
 DK3524  ELLIP H (03/06/08)  251.681  (m)                       GP(       ) 3 2
 DK3524  NAVD 88 (03/06/08)  281.28   (m)          922.8    (f) LEVELING    3  
 DK3524
 DK3524.Superseded values are not recommended for survey control.
 DK3524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3524.See file dsdata.txt to determine how the superseded data were derived.
 DK3524
 DK3524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1516628447(NAD 83)
 DK3524
 DK3524_MARKER: DD = SURVEY DISK
 DK3524_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK3524+WITH SETTING: INFORMATION.
 DK3524_STAMPING: 2503 W 2005
 DK3524_MARK LOGO: MNDT  
 DK3524_PROJECTION: FLUSH
 DK3524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3524+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 DK3524_ROD/PIPE-DEPTH:  2.4 meters
 DK3524
 DK3524  HISTORY     - Date     Condition        Report By
 DK3524  HISTORY     - 2005     MONUMENTED       MNDT
 DK3524  HISTORY     - 20051101 GOOD             MNDT
 DK3524  HISTORY     - 20060825 GOOD             MNDT
 DK3524  HISTORY     - 20080904 GOOD             MNDT
 DK3524
 DK3524                          STATION DESCRIPTION
 DK3524
 DK3524'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK3524'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTHWEST OF WELCH, 4.8 MI
 DK3524'(7.7 KM) EAST OF CANNON FALLS AND 4.2 MI (6.8 KM) NORTH-NORTHWEST OF
 DK3524'WHITE ROCK, 5.05 MI (8.1 KM) EAST ALONG TRUNK HIGHWAY 19.
 DK3524' 
 DK3524'TO REACH FROM THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 19 AND
 DK3524'TRUNK HIGHWAY 20 IN CANNON FALLS, GO TO TRUNK HIGHWAY 19 MILE POINT
 DK3524'196.15.
 DK3524' 
 DK3524'THE MARK IS LOCATED 78.8 FT (24.0 M) NORTHEAST OF TRUNK HIGHWAY 19,
 DK3524'20.1 FT (6.1 M) NORTHWEST OF A FIELD ENTRANCE, 0.9 FT (0.3 M)
 DK3524'SOUTHWEST OF A WITNESS POST.
 DK3524' 
 DK3524'MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK3524
 DK3524                          STATION RECOVERY (2006)
 DK3524
 DK3524'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK3524'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3524'THE MARK IS 5.0 MILES (8.0 KM) EAST OF CANNON FALLS, 5.05 MILES (8.13
 DK3524'KM) EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DK3524'TRUNK HIGHWAY 20 IN CANNON FALLS, AT TRUNK HIGHWAY 19 MILEPOINT
 DK3524'196.15, 78.8 FEET (24.0 M) NORTHEAST OF TRUNK HIGHWAY 19, 20 FEET (6.1
 DK3524'M) NORTHWEST OF FIELD ENTRANCE, 0.9 FOOT (27.4 CM) SOUTHWEST OF
 DK3524'WITNESS POST.
 DK3524
 DK3524                          STATION RECOVERY (2008)
 DK3524
 DK3524'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK3524'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6753 ***********************************************************************
 DK6753  DESIGNATION -  2503 X
 DK6753  PID         -  DK6753
 DK6753  STATE/COUNTY-  MN/GOODHUE
 DK6753  COUNTRY     -  US
 DK6753  USGS QUAD   -  MIESVILLE (1974)
 DK6753
 DK6753                         *CURRENT SURVEY CONTROL
 DK6753  ______________________________________________________________________
 DK6753* NAD 83(1986) POSITION- 44 30 36.71   (N) 092 49 44.73   (W)   HD_HELD1  
 DK6753* NAVD 88 ORTHO HEIGHT -   279.789  (meters)     917.94  (feet) ADJUSTED  
 DK6753  ______________________________________________________________________
 DK6753  GEOID HEIGHT    -        -29.59  (meters)                     GEOID09
 DK6753  DYNAMIC HEIGHT  -        279.746 (meters)      917.80  (feet) COMP
 DK6753  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 DK6753
 DK6753  VERT ORDER      -  SECOND    CLASS I
 DK6753
 DK6753.The horizontal coordinates were established by differentially corrected
 DK6753.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6753.
 DK6753.The orthometric height was determined by differential leveling and
 DK6753.adjusted in December 2008.
 DK6753
 DK6753.Photographs are available for this station.
 DK6753
 DK6753.The dynamic height is computed by dividing the NAVD 88
 DK6753.geopotential number by the normal gravity value computed on the
 DK6753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6753.degrees latitude (g = 980.6199 gals.).
 DK6753
 DK6753.The modeled gravity was interpolated from observed gravity values.
 DK6753
 DK6753;                    North         East    Units  Estimated Accuracy
 DK6753;SPC MN S     -   268,466.8     893,095.2     MT  (+/- 3 meters HH1 GPS) 
 DK6753
 DK6753                          SUPERSEDED SURVEY CONTROL
 DK6753
 DK6753.No superseded survey control is available for this station.
 DK6753
 DK6753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1358428556(NAD 83)
 DK6753
 DK6753_MARKER: DD = SURVEY DISK
 DK6753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6753_STAMPING: 2503 X 2005
 DK6753_MARK LOGO: MNDT  
 DK6753_PROJECTION: FLUSH
 DK6753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6753+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 DK6753_ROD/PIPE-DEPTH:  4.0 meters
 DK6753
 DK6753  HISTORY     - Date     Condition        Report By
 DK6753  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6753  HISTORY     - 20080904 GOOD             MNDT
 DK6753
 DK6753                          STATION DESCRIPTION
 DK6753
 DK6753'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6753'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF WELCH, 4.8 MI
 DK6753'(7.7 KM) NORTHWEST OF WHITE ROCK AND 3.8 MI (6.1 KM) EAST OF CANNON
 DK6753'FALLS, 4.05 MI(6.52 KM) EAST ALONG TRUNK HIGHWAY 19 AND TRUNK HIGHWAY
 DK6753'20, AT TRUNK HIGHWAY 19 MILE POINT 195.15, 55.7 FT (17.0 M) SOUTH OF
 DK6753'TRUNK HIGHWAY 19, 27.4 FT (8.4 M) WEST OF A FIELD ENTRANCE IN
 DK6753'TERRANCE, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6753' 
 DK6753'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6753
 DK6753                          STATION RECOVERY (2008)
 DK6753
 DK6753'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6751 ***********************************************************************
 DK6751  DESIGNATION -  2503 Y
 DK6751  PID         -  DK6751
 DK6751  STATE/COUNTY-  MN/GOODHUE
 DK6751  COUNTRY     -  US
 DK6751  USGS QUAD   -  MIESVILLE (1974)
 DK6751
 DK6751                         *CURRENT SURVEY CONTROL
 DK6751  ______________________________________________________________________
 DK6751* NAD 83(1986) POSITION- 44 30 42.83   (N) 092 52 22.68   (W)   HD_HELD1  
 DK6751* NAVD 88 ORTHO HEIGHT -   278.702  (meters)     914.37  (feet) ADJUSTED  
 DK6751  ______________________________________________________________________
 DK6751  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 DK6751  DYNAMIC HEIGHT  -        278.660 (meters)      914.24  (feet) COMP
 DK6751  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 DK6751
 DK6751  VERT ORDER      -  SECOND    CLASS I
 DK6751
 DK6751.The horizontal coordinates were established by differentially corrected
 DK6751.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6751.
 DK6751.The orthometric height was determined by differential leveling and
 DK6751.adjusted in December 2008.
 DK6751
 DK6751.Photographs are available for this station.
 DK6751
 DK6751.The dynamic height is computed by dividing the NAVD 88
 DK6751.geopotential number by the normal gravity value computed on the
 DK6751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6751.degrees latitude (g = 980.6199 gals.).
 DK6751
 DK6751.The modeled gravity was interpolated from observed gravity values.
 DK6751
 DK6751;                    North         East    Units  Estimated Accuracy
 DK6751;SPC MN S     -   268,606.6     889,604.4     MT  (+/- 3 meters HH1 GPS) 
 DK6751
 DK6751                          SUPERSEDED SURVEY CONTROL
 DK6751
 DK6751.No superseded survey control is available for this station.
 DK6751
 DK6751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1009628738(NAD 83)
 DK6751
 DK6751_MARKER: DD = SURVEY DISK
 DK6751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6751_STAMPING: 2503 Y 2005
 DK6751_MARK LOGO: MNDT  
 DK6751_PROJECTION: FLUSH
 DK6751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6751+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 DK6751_ROD/PIPE-DEPTH:  3.7 meters
 DK6751
 DK6751  HISTORY     - Date     Condition        Report By
 DK6751  HISTORY     - 20051101 MONUMENTED       MNDT
 DK6751  HISTORY     - 20080904 GOOD             MNDT
 DK6751
 DK6751                          STATION DESCRIPTION
 DK6751
 DK6751'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6751'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF
 DK6751'MIESVILLE, 6.5 MI (10.5 KM) NORTHWEST OF WHITE ROCK AND 2.0 MI (3.2
 DK6751'KM) EAST-NORTHEAST OF CANNON FALLS, 1.85 MI (3.0 KM) (2.98 KM) EAST
 DK6751'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DK6751'HIGHWAY 20 IN CANNON FALLS, AT TRUNK HIGHWAY 19 MILE POINT 193.0, 47.1
 DK6751'FT (14.4 M) SOUTH OF TRUNK HIGHWAY 19, 21.4 FT (6.5 M) NORTHEAST OF
 DK6751'POWER POLE NUMBER 35, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6751' 
 DK6751'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6751
 DK6751                          STATION RECOVERY (2008)
 DK6751
 DK6751'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6767 ***********************************************************************
 DK6767  DESIGNATION -  2503 Z
 DK6767  PID         -  DK6767
 DK6767  STATE/COUNTY-  MN/GOODHUE
 DK6767  COUNTRY     -  US
 DK6767  USGS QUAD   -  WELCH (1991)
 DK6767
 DK6767                         *CURRENT SURVEY CONTROL
 DK6767  ______________________________________________________________________
 DK6767* NAD 83(1986) POSITION- 44 30 51.43   (N) 092 40 53.11   (W)   HD_HELD1  
 DK6767* NAVD 88 ORTHO HEIGHT -   328.633  (meters)    1078.19  (feet) ADJUSTED  
 DK6767  ______________________________________________________________________
 DK6767  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 DK6767  DYNAMIC HEIGHT  -        328.581 (meters)     1078.02  (feet) COMP
 DK6767  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 DK6767
 DK6767  VERT ORDER      -  SECOND    CLASS I
 DK6767
 DK6767.The horizontal coordinates were established by differentially corrected
 DK6767.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6767.
 DK6767.The orthometric height was determined by differential leveling and
 DK6767.adjusted in December 2008.
 DK6767
 DK6767.Photographs are available for this station.
 DK6767
 DK6767.The dynamic height is computed by dividing the NAVD 88
 DK6767.geopotential number by the normal gravity value computed on the
 DK6767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6767.degrees latitude (g = 980.6199 gals.).
 DK6767
 DK6767.The modeled gravity was interpolated from observed gravity values.
 DK6767
 DK6767;                    North         East    Units  Estimated Accuracy
 DK6767;SPC MN S     -   269,099.8     904,827.8     MT  (+/- 3 meters HH1 GPS) 
 DK6767
 DK6767                          SUPERSEDED SURVEY CONTROL
 DK6767
 DK6767.No superseded survey control is available for this station.
 DK6767
 DK6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2532029045(NAD 83)
 DK6767
 DK6767_MARKER: DD = SURVEY DISK
 DK6767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6767_STAMPING: 2503 Z 2006
 DK6767_MARK LOGO: MNDT  
 DK6767_PROJECTION: PROJECTING 5 CENTIMETERS
 DK6767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6767+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2008
 DK6767_ROD/PIPE-DEPTH:  7.6 meters
 DK6767
 DK6767  HISTORY     - Date     Condition        Report By
 DK6767  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6767  HISTORY     - 20080916 GOOD             MNDT
 DK6767
 DK6767                          STATION DESCRIPTION
 DK6767
 DK6767'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6767'THE MARK IS 2.5 MI (4.0 KM) NORTHEAST OF VASA.  2.6 MI (4.2 KM)
 DK6767'NORTHEAST ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19
 DK6767'AND COUNTY ROAD 7 IN VASA, AT TRUNK HIGHWAY MILE POINT 202.9, 70.0 FT
 DK6767'(21.3 M) NORTHEAST OF TRUNK HIGHWAY 19, 14.4 FT (4.4 M) SOUTHWEST OF
 DK6767'RIGHT-OF-WAY POST.
 DK6767' 
 DK6767'MARK SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE.
 DK6767
 DK6767                          STATION RECOVERY (2008)
 DK6767
 DK6767'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 DK6767'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3390 ***********************************************************************
 PP3390  DESIGNATION -  2504 A
 PP3390  PID         -  PP3390
 PP3390  STATE/COUNTY-  MN/GOODHUE
 PP3390  COUNTRY     -  US
 PP3390  USGS QUAD   -  CANNON FALLS (1974)
 PP3390
 PP3390                         *CURRENT SURVEY CONTROL
 PP3390  ______________________________________________________________________
 PP3390* NAD 83(1986) POSITION- 44 30 28.87   (N) 092 54 27.19   (W)   HD_HELD1  
 PP3390* NAVD 88 ORTHO HEIGHT -   253.597  (meters)     832.01  (feet) ADJUSTED  
 PP3390  ______________________________________________________________________
 PP3390  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 PP3390  DYNAMIC HEIGHT  -        253.561 (meters)      831.89  (feet) COMP
 PP3390  MODELED GRAVITY -    980,467.0   (mgal)                       NAVD 88
 PP3390
 PP3390  VERT ORDER      -  SECOND    CLASS I
 PP3390
 PP3390.The horizontal coordinates were established by differentially corrected
 PP3390.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3390.
 PP3390.The orthometric height was determined by differential leveling and
 PP3390.adjusted in June 1995.
 PP3390
 PP3390.Photographs are available for this station.
 PP3390
 PP3390.The dynamic height is computed by dividing the NAVD 88
 PP3390.geopotential number by the normal gravity value computed on the
 PP3390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3390.degrees latitude (g = 980.6199 gals.).
 PP3390
 PP3390.The modeled gravity was interpolated from observed gravity values.
 PP3390
 PP3390;                    North         East    Units  Estimated Accuracy
 PP3390;SPC MN S     -   268,138.5     886,860.6     MT  (+/- 3 meters HH1 GPS) 
 PP3390
 PP3390                          SUPERSEDED SURVEY CONTROL
 PP3390
 PP3390.No superseded survey control is available for this station.
 PP3390
 PP3390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0734828304(NAD 83)
 PP3390
 PP3390_MARKER: DV = VERTICAL CONTROL DISK
 PP3390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3390_SP_SET: BRIDGE RAILING
 PP3390_STAMPING: 2504 A 1988
 PP3390_MARK LOGO: MNDT  
 PP3390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3390+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 PP3390
 PP3390  HISTORY     - Date     Condition        Report By
 PP3390  HISTORY     - 1988     MONUMENTED       MNDT
 PP3390  HISTORY     - 20010915 GOOD             USPSQD
 PP3390  HISTORY     - 20051128 GOOD             MNDT
 PP3390  HISTORY     - 20061028 GOOD             USPSQD
 PP3390  HISTORY     - 20080902 GOOD             MNDT
 PP3390
 PP3390                          STATION DESCRIPTION
 PP3390
 PP3390'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3390'THE MARK IS LOCATED IN THE CITY OF CANNON FALLS NEAR THE SOUTHEAST
 PP3390'CORNER OF BRIDGE NUMBER 25526 (MILL STREET OVER THE LOWER CANNON
 PP3390'RIVER), 1 BLOCK NORTH AND 1 BLOCK WEST OF THE JUNCTION OF HIGHWAYS 19
 PP3390'AND 20 AND IN THE NW 1/4 OF SECTION 18, T112N, R17W.  THE MARK IS
 PP3390'28.7 FT (8.7 M) SOUTHWEST OF AND ABOUT 3.3 FT (1.0 M) HIGHER THAN THE
 PP3390'CENTERLINE OF THE BRIDGE AND 19.5 FT (5.9 M) NORTHWEST OF THE
 PP3390'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM
 PP3390'VERTICAL CONTROL MONUMENT DISK STAMPED---2504 A 1988---, IS SET IN
 PP3390'THE TOP OF THE SOUTH RAILING OF THE BRIDGE.
 PP3390
 PP3390                          STATION RECOVERY (2001)
 PP3390
 PP3390'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3390'RECOVERED IN GOOD CONDITION.
 PP3390
 PP3390                          STATION RECOVERY (2005)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3390'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH OF SOGN, 5.7 MI (9.2
 PP3390'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.1 MI (0.2 KM) NORTHWEST OF CANNON
 PP3390'FALLS, 1 BLOCK NORTH AND 1 BLOCK WEST OF THE JUNCTION OF TRUNK HIGHWAY
 PP3390'19 AND TRUNK HIGHWAY 20, SET IN THE TOP OF THE RAILING AT SOUTHEAST
 PP3390'CORNER OF MILLING STREET BRIDGE NUMBER 25526 OVER LOWER CANNON RIVER.
 PP3390
 PP3390                          STATION RECOVERY (2006)
 PP3390
 PP3390'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP3390'RECOVERED IN GOOD CONDITION.
 PP3390
 PP3390                          STATION RECOVERY (2008)
 PP3390
 PP3390'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3390'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3393 ***********************************************************************
 PP3393  DESIGNATION -  2504 D
 PP3393  PID         -  PP3393
 PP3393  STATE/COUNTY-  MN/GOODHUE
 PP3393  COUNTRY     -  US
 PP3393  USGS QUAD   -  CANNON FALLS (1974)
 PP3393
 PP3393                         *CURRENT SURVEY CONTROL
 PP3393  ______________________________________________________________________
 PP3393* NAD 83(1986) POSITION- 44 31 53.94   (N) 092 54 40.13   (W)   HD_HELD1  
 PP3393* NAVD 88 ORTHO HEIGHT -   269.057  (meters)     882.73  (feet) ADJUSTED  
 PP3393  ______________________________________________________________________
 PP3393  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 PP3393  DYNAMIC HEIGHT  -        269.019 (meters)      882.61  (feet) COMP
 PP3393  MODELED GRAVITY -    980,469.7   (mgal)                       NAVD 88
 PP3393
 PP3393  VERT ORDER      -  SECOND    CLASS I
 PP3393
 PP3393.The horizontal coordinates were established by differentially corrected
 PP3393.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3393.
 PP3393.The orthometric height was determined by differential leveling and
 PP3393.adjusted in June 1995.
 PP3393
 PP3393.Photographs are available for this station.
 PP3393
 PP3393.The dynamic height is computed by dividing the NAVD 88
 PP3393.geopotential number by the normal gravity value computed on the
 PP3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3393.degrees latitude (g = 980.6199 gals.).
 PP3393
 PP3393.The modeled gravity was interpolated from observed gravity values.
 PP3393
 PP3393;                    North         East    Units  Estimated Accuracy
 PP3393;SPC MN S     -   270,760.1     886,539.8     MT  (+/- 3 meters HH1 GPS) 
 PP3393
 PP3393                          SUPERSEDED SURVEY CONTROL
 PP3393
 PP3393.No superseded survey control is available for this station.
 PP3393
 PP3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0705930928(NAD 83)
 PP3393
 PP3393_MARKER: DV = VERTICAL CONTROL DISK
 PP3393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3393_SP_SET: ALUMINUM ALLOY ROD
 PP3393_STAMPING: 2504 D 1988
 PP3393_MARK LOGO: MNDT  
 PP3393_PROJECTION: RECESSED 5 CENTIMETERS
 PP3393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3393+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP3393
 PP3393  HISTORY     - Date     Condition        Report By
 PP3393  HISTORY     - 1988     MONUMENTED       MNDT
 PP3393  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP3393  HISTORY     - 20080904 GOOD             MNDT
 PP3393
 PP3393                          STATION DESCRIPTION
 PP3393
 PP3393'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3393'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH OF THE CITY LIMITS
 PP3393'OF CANNON FALLS, 1.75 MI (2.82 KM) NORTHERLY ALONG TRUNK HIGHWAY 20
 PP3393'FROM ITS JUNCTION WITH TRUNK HIGHWAY 19 IN CANNON FALLS AND IN THE SW
 PP3393'1/4 OF SECTION 6, T112N, R17W.  THE MARK IS 32.5 FT (9.9 M) WEST OF
 PP3393'AND ABOUT 3.4 FT (1.0 M) LOWER THAN THE CENTERLINE OF HIGHWAY 20 AT
 PP3393'MILEPOINT 1.8, 265 FT (80.8 M) SOUTH OF AN EAST-WEST STREET, 63.0 FT
 PP3393'(19.2 M) EAST OF A CLOSED NORTH-SOUTH STREET, 4.0 FT (1.2 M) SOUTH OF
 PP3393'A POWER POLE AND 1.0 FT (0.3 M) EAST OF A STEEL WITNESS POST.  THE
 PP3393'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 PP3393'DISK STAMPED---2504 D 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3393'DIAMETER BY 21 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3393'AND IS FLUSH WITH THE GROUND.
 PP3393
 PP3393                          STATION RECOVERY (2001)
 PP3393
 PP3393'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3393'NO WITNESS POST
 PP3393
 PP3393                          STATION RECOVERY (2008)
 PP3393
 PP3393'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3393'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3394 ***********************************************************************
 PP3394  DESIGNATION -  2504 E
 PP3394  PID         -  PP3394
 PP3394  STATE/COUNTY-  MN/GOODHUE
 PP3394  COUNTRY     -  US
 PP3394  USGS QUAD   -  CANNON FALLS (1974)
 PP3394
 PP3394                         *CURRENT SURVEY CONTROL
 PP3394  ______________________________________________________________________
 PP3394* NAD 83(2007) POSITION- 44 32 17.38531(N) 092 54 01.71392(W)   ADJUSTED  
 PP3394* NAD 83(2007) ELLIP HT-   235.666 (meters)        (07/30/09)   ADJUSTED
 PP3394* NAD 83(2007) EPOCH   -  2002.00
 PP3394* NAVD 88 ORTHO HEIGHT -   264.991  (meters)     869.39  (feet) ADJUSTED  
 PP3394  ______________________________________________________________________
 PP3394  NAD 83(2007) X  -   -230,433.126 (meters)                     COMP
 PP3394  NAD 83(2007) Y  - -4,548,069.018 (meters)                     COMP
 PP3394  NAD 83(2007) Z  -  4,451,077.186 (meters)                     COMP
 PP3394  LAPLACE CORR    -         -9.41  (seconds)                    DEFLEC09
 PP3394  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 PP3394  DYNAMIC HEIGHT  -        264.953 (meters)      869.27  (feet) COMP
 PP3394  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 PP3394
 PP3394  HORZ ORDER      -  FIRST
 PP3394  VERT ORDER      -  SECOND    CLASS I
 PP3394  ELLP ORDER      -  THIRD     CLASS II
 PP3394
 PP3394.The horizontal coordinates were established by GPS observations
 PP3394.and adjusted by the National Geodetic Survey in July 2009.
 PP3394
 PP3394.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3394.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3394
 PP3394.The horizontal coordinates are valid at the epoch date displayed above
 PP3394.which is a decimal equivalence of Year/Month/Day.
 PP3394
 PP3394.The orthometric height was determined by differential leveling and
 PP3394.adjusted in June 1995.
 PP3394
 PP3394.Photographs are available for this station.
 PP3394
 PP3394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3394
 PP3394.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3394
 PP3394.The ellipsoidal height was determined by GPS observations
 PP3394.and is referenced to NAD 83.
 PP3394
 PP3394.The dynamic height is computed by dividing the NAVD 88
 PP3394.geopotential number by the normal gravity value computed on the
 PP3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3394.degrees latitude (g = 980.6199 gals.).
 PP3394
 PP3394.The modeled gravity was interpolated from observed gravity values.
 PP3394
 PP3394. The following values were computed from the NAD 83(2007) position.
 PP3394
 PP3394;                    North         East     Units Scale Factor Converg.
 PP3394;SPC MN S     -   271,495.021   887,378.165   MT  0.99992224   +0 46 14.5
 PP3394;SPC MN S     -   890,729.91  2,911,339.86   sFT  0.99992224   +0 46 14.5
 PP3394;UTM  15      - 4,931,653.017   507,906.764   MT  0.99960077   +0 04 11.3
 PP3394
 PP3394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3394!SPC MN S     -   0.99996305  x   0.99992224  =   0.99988529
 PP3394!UTM  15      -   0.99996305  x   0.99960077  =   0.99956383
 PP3394
 PP3394                          SUPERSEDED SURVEY CONTROL
 PP3394
 PP3394  NAD 83(1996)-  44 32 17.38505(N)    092 54 01.71368(W) AD(       ) 1
 PP3394  ELLIP H (03/06/08)  235.708  (m)                       GP(       ) 3 2
 PP3394  NAVD 88 (03/06/08)  264.99   (m)          869.4    (f) LEVELING    3  
 PP3394
 PP3394.Superseded values are not recommended for survey control.
 PP3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3394.See file dsdata.txt to determine how the superseded data were derived.
 PP3394
 PP3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0790631653(NAD 83)
 PP3394
 PP3394_MARKER: DV = VERTICAL CONTROL DISK
 PP3394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3394_SP_SET: ALUMINUM ALLOY ROD
 PP3394_STAMPING: 2504 E 1988
 PP3394_MARK LOGO: MNDT  
 PP3394_PROJECTION: RECESSED 8 CENTIMETERS
 PP3394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3394+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP3394_ROD/PIPE-DEPTH:  5.5 meters
 PP3394
 PP3394  HISTORY     - Date     Condition        Report By
 PP3394  HISTORY     - 1988     MONUMENTED       MNDT
 PP3394  HISTORY     - 20060907 GOOD             MNDT
 PP3394  HISTORY     - 20080904 GOOD             MNDT
 PP3394
 PP3394                          STATION DESCRIPTION
 PP3394
 PP3394'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3394'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTH OF THE NORTH CITY
 PP3394'LIMITS OF CANNON FALLS, 2.45 MI (3.94 KM) NORTHERLY ALONG TRUNK
 PP3394'HIGHWAY 20 FROM ITS JUNCTION WITH HIGHWAY 19 IN CANNON FALLS AND IN
 PP3394'THE NE 1/4 OF SECTION 6, T112N, R17W.  THE MARK IS 47.0 FT (14.3 M)
 PP3394'NORTHWEST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF
 PP3394'HIGHWAY 20 AT MILEPOINT 2.5, 21.0 FT (6.4 M) NORTHEAST OF THE CENTER
 PP3394'OF A FIELD ENTRANCE, 11.5 FT (3.5 M) SOUTHWEST OF A POWER POLE AND
 PP3394'1.0 FT (0.3 M) NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PP3394'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3394'STAMPED---2504 E 1988----, IS FASTENED TO THE TOP OF A 3/4 INCH BY 18
 PP3394'FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS FLUSH
 PP3394'WITH THE SURFACE OF THE GROUND.
 PP3394
 PP3394                          STATION RECOVERY (2006)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 PP3394'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP3394'THE MARK IS 2.45 MILES (3.94 KM) NORTH OF JUNCTION OF TRUNK HIGHWAY 19
 PP3394'AND TRUNK HIGHWAY 20 AT CANNON FALLS, AT TRUNK HIGHWAY 20 MILEPOINT
 PP3394'2.5, 47.0 FEET (14.3 M) NORTHWEST OF TRUNK HIGHWAY 20, 21.0 FEET (6.4
 PP3394'M) NORTHEAST OF FIELD ENTRANCE, 10.1 FEET (3.1 M) WEST-NORTHWEST OF
 PP3394'NORTH END OF 18 INCH CORRUGATED METAL PIPE, 1.0 FOOT (0.3 M) NORTHEAST
 PP3394'OF WITNESS POST.
 PP3394
 PP3394                          STATION RECOVERY (2008)
 PP3394
 PP3394'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3395 ***********************************************************************
 PP3395  DESIGNATION -  2504 F
 PP3395  PID         -  PP3395
 PP3395  STATE/COUNTY-  MN/GOODHUE
 PP3395  COUNTRY     -  US
 PP3395  USGS QUAD   -  CANNON FALLS (1974)
 PP3395
 PP3395                         *CURRENT SURVEY CONTROL
 PP3395  ______________________________________________________________________
 PP3395* NAD 83(1986) POSITION- 44 32 35.53   (N) 092 53 30.17   (W)   HD_HELD1  
 PP3395* NAVD 88 ORTHO HEIGHT -   265.641  (meters)     871.52  (feet) ADJUSTED  
 PP3395  ______________________________________________________________________
 PP3395  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 PP3395  DYNAMIC HEIGHT  -        265.603 (meters)      871.40  (feet) COMP
 PP3395  MODELED GRAVITY -    980,468.2   (mgal)                       NAVD 88
 PP3395
 PP3395  VERT ORDER      -  SECOND    CLASS I
 PP3395
 PP3395.The horizontal coordinates were established by differentially corrected
 PP3395.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3395.
 PP3395.The orthometric height was determined by differential leveling and
 PP3395.adjusted in June 1995.
 PP3395
 PP3395.Photographs are available for this station.
 PP3395
 PP3395.The dynamic height is computed by dividing the NAVD 88
 PP3395.geopotential number by the normal gravity value computed on the
 PP3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3395.degrees latitude (g = 980.6199 gals.).
 PP3395
 PP3395.The modeled gravity was interpolated from observed gravity values.
 PP3395
 PP3395;                    North         East    Units  Estimated Accuracy
 PP3395;SPC MN S     -   272,064.4     888,066.9     MT  (+/- 3 meters HH1 GPS) 
 PP3395
 PP3395                          SUPERSEDED SURVEY CONTROL
 PP3395
 PP3395.No superseded survey control is available for this station.
 PP3395
 PP3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0860232213(NAD 83)
 PP3395
 PP3395_MARKER: DV = VERTICAL CONTROL DISK
 PP3395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3395_SP_SET: ALUMINUM ALLOY ROD
 PP3395_STAMPING: 2504 F 1988
 PP3395_MARK LOGO: MNDT  
 PP3395_PROJECTION: RECESSED 5 CENTIMETERS
 PP3395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3395+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP3395
 PP3395  HISTORY     - Date     Condition        Report By
 PP3395  HISTORY     - 1988     MONUMENTED       MNDT
 PP3395  HISTORY     - 20010915 GOOD             USPSQD
 PP3395  HISTORY     - 20080904 GOOD             MNDT
 PP3395
 PP3395                          STATION DESCRIPTION
 PP3395
 PP3395'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3395'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF THE NORTH CITY
 PP3395'LIMITS OF CANNON FALLS, NEAR THE DAKOTA-GOODHUE COUNTY LINE, 3.05 MI
 PP3395'(4.91 KM) NORTHERLY ALONG TRUNK HIGHWAY 20 FROM ITS JUNCTION WITH
 PP3395'TRUNK HIGHWAY 19 AT CANNON FALLS AND IN THE NE 1/4 OF SECTION 6,
 PP3395'T112N, R17W.  THE MARK IS 48.5 FT (14.8 M) NORTHWEST OF AND ABOUT 3.7
 PP3395'FT (1.1 M) LOWER THAN THE CENTERLINE OF HIGHWAY 20 AT MILEPOINT 3.1,
 PP3395'34.0 FT (10.4 M) SOUTH OF THE CENTER OF 280TH STREET (DAKOTA-GOODHUE
 PP3395'COUNTY LINE), 4.7 FT (1.4 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 PP3395'DAKOTA ELECTRIC COMPANY SUBSTATION FENCE AND 1.0 FT (0.3 M) EAST OF A
 PP3395'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3395'VERTICAL CONTROL MONUMENT DISK STAMPED---2504 F 1988---, IS FASTENED
 PP3395'TO THE TOP OF A 3/4 INCH DIAMETER BY 22 FOOT LONG ALUMINUM ALLOY ROD
 PP3395'DRIVEN TO REFUSAL AND FLUSH WITH THE SURFACE OF THE GROUND.
 PP3395
 PP3395                          STATION RECOVERY (2001)
 PP3395
 PP3395'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3395'RECOVERED IN GOOD CONDITION.
 PP3395
 PP3395                          STATION RECOVERY (2008)
 PP3395
 PP3395'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP3395'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0359 ***********************************************************************
 PP0359  DESIGNATION -  2505 A
 PP0359  PID         -  PP0359
 PP0359  STATE/COUNTY-  MN/GOODHUE
 PP0359  COUNTRY     -  US
 PP0359  USGS QUAD   -  ZUMBROTA (1968)
 PP0359
 PP0359                         *CURRENT SURVEY CONTROL
 PP0359  ______________________________________________________________________
 PP0359* NAD 83(1986) POSITION- 44 16 53.00   (N) 092 40 12.00   (W)   HD_HELD1  
 PP0359* NAVD 88 ORTHO HEIGHT -   321.036  (meters)    1053.27  (feet) ADJUSTED  
 PP0359  ______________________________________________________________________
 PP0359  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 PP0359  DYNAMIC HEIGHT  -        320.977 (meters)     1053.07  (feet) COMP
 PP0359  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 PP0359
 PP0359  VERT ORDER      -  SECOND    CLASS 0
 PP0359
 PP0359.The horizontal coordinates were established by differentially corrected
 PP0359.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0359.
 PP0359.The orthometric height was determined by differential leveling and
 PP0359.adjusted in June 1991.
 PP0359
 PP0359.Photographs are available for this station.
 PP0359
 PP0359.The dynamic height is computed by dividing the NAVD 88
 PP0359.geopotential number by the normal gravity value computed on the
 PP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0359.degrees latitude (g = 980.6199 gals.).
 PP0359
 PP0359.The modeled gravity was interpolated from observed gravity values.
 PP0359
 PP0359;                    North         East    Units  Estimated Accuracy
 PP0359;SPC MN S     -   243,240.4     906,156.6     MT  (+/- 3 meters HH1 GPS) 
 PP0359
 PP0359                          SUPERSEDED SURVEY CONTROL
 PP0359
 PP0359  NGVD 29 (??/??/92)  320.994  (m)         1053.13   (f) ADJ UNCH    2 0
 PP0359
 PP0359.Superseded values are not recommended for survey control.
 PP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0359.See file dsdata.txt to determine how the superseded data were derived.
 PP0359
 PP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2633203179(NAD 83)
 PP0359
 PP0359_MARKER: DB = BENCH MARK DISK
 PP0359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0359_SP_SET: BRIDGE ABUTMENT
 PP0359_STAMPING: 2505 A 1961 1053
 PP0359_MARK LOGO: MNHD  
 PP0359_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0359+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 PP0359
 PP0359  HISTORY     - Date     Condition        Report By
 PP0359  HISTORY     - 1961     MONUMENTED       MNHD
 PP0359  HISTORY     - 1972     GOOD             MNDT
 PP0359  HISTORY     - 1980     GOOD             MNDT
 PP0359  HISTORY     - 20010915 GOOD             USPSQD
 PP0359  HISTORY     - 20041007 GOOD             MNDT
 PP0359  HISTORY     - 20041007 GOOD             MNDT
 PP0359  HISTORY     - 20061028 GOOD             USPSQD
 PP0359  HISTORY     - 20090623 GOOD             MNDT
 PP0359
 PP0359                          STATION DESCRIPTION
 PP0359
 PP0359'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0359'0.9 MI S FROM ZUMBROTA.
 PP0359'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0359'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, IN THE SOUTHEAST (MOST
 PP0359'SOUTHERLY) CORNER OF BRIDGE NO. 9661, T.H. 58 OVER T.H. 52, AT T.H. 52
 PP0359'MILE POINT 77.3.  NE 1/4 SECTION 6, T 109N, R 15W.
 PP0359
 PP0359                          STATION RECOVERY (1980)
 PP0359
 PP0359'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0359'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0359'LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 52 AND 58 AT THE SOUTH EDGE
 PP0359'OF ZUMBROTA NEAR TRUNK HIGHWAY 52 MILE POINT 77.15 IN THE NW 1/4 OF
 PP0359'SECTION 6, T109N, R15W.  THE MARK IS 20 FEET SOUTHEAST OF AND ABOUT
 PP0359'0.5 FOOT HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 58 IN THE
 PP0359'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF BRIDGE 9661 CARRYING TRUNK
 PP0359'HIGHWAY 58 OVER 52.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP0359'STAMPED---2505 A 1961 1053---, IS CEMENTED IN THE BRIDGE ABUTMENT.
 PP0359
 PP0359                          STATION RECOVERY (2001)
 PP0359
 PP0359'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0359'RECOVERED IN GOOD CONDITION.
 PP0359
 PP0359                          STATION RECOVERY (2004)
 PP0359
 PP0359'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0359'AT JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 58 AT SOUTH EDGE OF
 PP0359'ZUMBROTA, AT TRUNK HIGHWAY 58 MILEPOINT 77.15 IN SOUTHEAST END OF
 PP0359'SOUTHWEST ABUTMENT OF TRUNK HIGHWAY 58 BRIDGE 9661 OVER TRUNK HIGHWAY
 PP0359'52, 20 FEET SOUTHEAST OF TRUNK HIGHWAY 58.
 PP0359
 PP0359                          STATION RECOVERY (2004)
 PP0359
 PP0359'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0359'AT JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 58 AT SOUTH EDGE OF
 PP0359'ZUMBROTA, AT TRUNK HIGHWAY 58 MILEPOINT 77.15 IN SOUTHEAST END OF
 PP0359'SOUTHWEST ABUTMENT OF TRUNK HIGHWAY 58 BRIDGE 9661 OVER TRUNK HIGHWAY
 PP0359'52, 20 FEET SOUTHEAST OF TRUNK HIGHWAY 58.
 PP0359
 PP0359                          STATION RECOVERY (2006)
 PP0359
 PP0359'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0359'RECOVERED IN GOOD CONDITION.
 PP0359
 PP0359                          STATION RECOVERY (2009)
 PP0359
 PP0359'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0359'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0358 ***********************************************************************
 PP0358  DESIGNATION -  2505 B
 PP0358  PID         -  PP0358
 PP0358  STATE/COUNTY-  MN/GOODHUE
 PP0358  COUNTRY     -  US
 PP0358  USGS QUAD   -  ZUMBROTA (1968)
 PP0358
 PP0358                         *CURRENT SURVEY CONTROL
 PP0358  ______________________________________________________________________
 PP0358* NAD 83(1986) POSITION- 44 16 40.00   (N) 092 39 48.00   (W)   HD_HELD1  
 PP0358* NAVD 88 ORTHO HEIGHT -   334.061  (meters)    1096.00  (feet) ADJUSTED  
 PP0358  ______________________________________________________________________
 PP0358  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0358  DYNAMIC HEIGHT  -        334.000 (meters)     1095.80  (feet) COMP
 PP0358  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 PP0358
 PP0358  VERT ORDER      -  SECOND    CLASS 0
 PP0358
 PP0358.The horizontal coordinates were established by differentially corrected
 PP0358.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0358.
 PP0358.The orthometric height was determined by differential leveling and
 PP0358.adjusted in June 1995.
 PP0358
 PP0358.The dynamic height is computed by dividing the NAVD 88
 PP0358.geopotential number by the normal gravity value computed on the
 PP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0358.degrees latitude (g = 980.6199 gals.).
 PP0358
 PP0358.The modeled gravity was interpolated from observed gravity values.
 PP0358
 PP0358;                    North         East    Units  Estimated Accuracy
 PP0358;SPC MN S     -   242,847.9     906,695.2     MT  (+/- 3 meters HH1 GPS) 
 PP0358
 PP0358                          SUPERSEDED SURVEY CONTROL
 PP0358
 PP0358  NAVD 88 (06/15/91)  334.029  (m)         1095.89   (f) SUPERSEDED  2 0
 PP0358  NGVD 29 (??/??/92)  333.987  (m)         1095.76   (f) ADJ UNCH    2 0
 PP0358
 PP0358.Superseded values are not recommended for survey control.
 PP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0358.See file dsdata.txt to determine how the superseded data were derived.
 PP0358
 PP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2686502780(NAD 83)
 PP0358
 PP0358_MARKER: DB = BENCH MARK DISK
 PP0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0358_SP_SET: CONCRETE POST
 PP0358_STAMPING: 2505 B 1961 1095
 PP0358_MARK LOGO: MNHD  
 PP0358_PROJECTION: FLUSH
 PP0358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0358+STABILITY: SURFACE MOTION
 PP0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0358+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 PP0358
 PP0358  HISTORY     - Date     Condition        Report By
 PP0358  HISTORY     - 1961     MONUMENTED       MNHD
 PP0358  HISTORY     - 1972     GOOD             MNDT
 PP0358  HISTORY     - 1980     GOOD             MNDT
 PP0358  HISTORY     - 20010915 GOOD             USPSQD
 PP0358  HISTORY     - 20041007 GOOD             MNDT
 PP0358  HISTORY     - 20041007 GOOD             MNDT
 PP0358  HISTORY     - 20061028 GOOD             USPSQD
 PP0358  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0358
 PP0358                          STATION DESCRIPTION
 PP0358
 PP0358'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0358'1.1 MI SSW FROM ZUMBROTA.
 PP0358'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0358'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.4 MILES SOUTHEAST
 PP0358'ALONG T.H. 52, 80 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP0358'LANES OF T.H. 52 AT MILE POINT 76.8 (STA. 1184+00), 24 FEET SOUTH OF A
 PP0358'24 INCH ELM TREE, 34 FEET EAST OF A CLUSTER OF MAPLE TREES AT THE EDGE
 PP0358'OF A WOODS, 0.6 FEET EAST OF A STEEL WITNESS POST IN THE TOP OF A 6
 PP0358'FOOT PRECAST CONCRETE MONUMENT SET 3 FEET LOWER THAN THE ROADWAY AND
 PP0358'PROJECTING 2 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 6, T 109N, R
 PP0358'15W.
 PP0358
 PP0358                          STATION RECOVERY (1980)
 PP0358
 PP0358'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0358'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0358'LOCATED 0.45 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION
 PP0358'WITH TRUNK HIGHWAY 58 AT THE SOUTH EDGE OF ZUMBROTA AND IS NEAR TRUNK
 PP0358'HIGHWAY 52 MILE POINT 76.8 IN THE NW 1/4 OF SECTION 6, T109N, R15W.
 PP0358'THE MARK IS 74.9 FEET SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE
 PP0358'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 52, 52 FEET
 PP0358'SOUTHEAST OF A 24 INCH ELM TREE, 34 FEET NORTHEAST OF A CLUSTER OF
 PP0358'MAPLE TREES AND 0.6 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE
 PP0358'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2505 B 1961 1095---,
 PP0358'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES
 PP0358'ABOVE THE SURFACE OF THE GROUND.  NOTE--THE MARK SHOULD BE USED WITH
 PP0358'CAUTION AS IT IS SET IN A SWAMPY AREA AND THE 1980 LEVELING INDICATES
 PP0358'FROST MOVEMENT.
 PP0358
 PP0358                          STATION RECOVERY (2001)
 PP0358
 PP0358'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0358'RECOVERED IN GOOD CONDITION.
 PP0358
 PP0358                          STATION RECOVERY (2004)
 PP0358
 PP0358'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0358'0.45 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0358'58 AT SOUTH EDGE OF ZUMBROTA, AT TRUNK HIGHWAY 52 MILEPOINT 76.8, 74.9
 PP0358'FEET SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52,  52 FEET SOUTHEAST OF
 PP0358'24 INCH ELM TREE, 34 FEET NORTHEAST OF CLUSTER OF MAPLE TREES, 0.6
 PP0358'FEET NORTHEAST OF WITNESS POST
 PP0358
 PP0358                          STATION RECOVERY (2004)
 PP0358
 PP0358'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0358'0.45 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0358'58 AT SOUTH EDGE OF ZUMBROTA, AT TRUNK HIGHWAY 52 MILEPOINT 76.8, 74.9
 PP0358'FEET SOUTHWEST OF SOUTHBOUND TRUNK HIGHWAY 52,  52 FEET SOUTHEAST OF
 PP0358'24 INCH ELM TREE, 34 FEET NORTHEAST OF CLUSTER OF MAPLE TREES, 0.6
 PP0358'FEET NORTHEAST OF WITNESS POST
 PP0358
 PP0358                          STATION RECOVERY (2006)
 PP0358
 PP0358'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0358'RECOVERED IN GOOD CONDITION.
 PP0358
 PP0358                          STATION RECOVERY (2009)
 PP0358
 PP0358'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0358'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0357 ***********************************************************************
 PP0357  DESIGNATION -  2505 C
 PP0357  PID         -  PP0357
 PP0357  STATE/COUNTY-  MN/GOODHUE
 PP0357  COUNTRY     -  US
 PP0357  USGS QUAD   -  ZUMBROTA (1968)
 PP0357
 PP0357                         *CURRENT SURVEY CONTROL
 PP0357  ______________________________________________________________________
 PP0357* NAD 83(1986) POSITION- 44 16 35.00   (N) 092 39 35.00   (W)   HD_HELD1  
 PP0357* NAVD 88 ORTHO HEIGHT -   341.235  (meters)    1119.54  (feet) ADJUSTED  
 PP0357  ______________________________________________________________________
 PP0357  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0357  DYNAMIC HEIGHT  -        341.173 (meters)     1119.33  (feet) COMP
 PP0357  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 PP0357
 PP0357  VERT ORDER      -  SECOND    CLASS 0
 PP0357
 PP0357.The horizontal coordinates were established by differentially corrected
 PP0357.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0357.
 PP0357.The orthometric height was determined by differential leveling and
 PP0357.adjusted in June 1991.
 PP0357
 PP0357.The dynamic height is computed by dividing the NAVD 88
 PP0357.geopotential number by the normal gravity value computed on the
 PP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0357.degrees latitude (g = 980.6199 gals.).
 PP0357
 PP0357.The modeled gravity was interpolated from observed gravity values.
 PP0357
 PP0357;                    North         East    Units  Estimated Accuracy
 PP0357;SPC MN S     -   242,698.3     906,986.0     MT  (+/- 3 meters HH1 GPS) 
 PP0357
 PP0357                          SUPERSEDED SURVEY CONTROL
 PP0357
 PP0357  NGVD 29 (??/??/92)  341.193  (m)         1119.40   (f) ADJ UNCH    2 0
 PP0357
 PP0357.Superseded values are not recommended for survey control.
 PP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0357.See file dsdata.txt to determine how the superseded data were derived.
 PP0357
 PP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2715402627(NAD 83)
 PP0357
 PP0357_MARKER: DB = BENCH MARK DISK
 PP0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0357_SP_SET: CONCRETE POST
 PP0357_STAMPING: 2505 C 1961 1119
 PP0357_MARK LOGO: MNHD  
 PP0357_PROJECTION: FLUSH
 PP0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0357+STABILITY: SURFACE MOTION
 PP0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0357+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 PP0357
 PP0357  HISTORY     - Date     Condition        Report By
 PP0357  HISTORY     - 1961     MONUMENTED       MNHD
 PP0357  HISTORY     - 1972     GOOD             MNDT
 PP0357  HISTORY     - 1980     GOOD             MNDT
 PP0357  HISTORY     - 20010915 POOR             USPSQD
 PP0357  HISTORY     - 20041007 GOOD             MNDT
 PP0357  HISTORY     - 20041007 GOOD             MNDT
 PP0357  HISTORY     - 20061028 GOOD             USPSQD
 PP0357  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0357
 PP0357                          STATION DESCRIPTION
 PP0357
 PP0357'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0357'1.2 MI SE FROM ZUMBROTA.
 PP0357'THE MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0357'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.6 MILES SOUTHEAST
 PP0357'ALONG T.H. 52, 80 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0357'LANE OF T.H. 52 AT MILE POINT 76.5 (STA. 1198+00), 50 FT. SOUTH OF A
 PP0357'HIGHWAY INFORMATIONAL SIGN (ZUMBROTA - RED WING EXIT 1/2 MILE), 80
 PP0357'FEET SOUTH OF A POWER POLE, 118 FEET NORTHWEST OF A POWER POLE WITH A
 PP0357'GUY WIRE, IN THE TOP OF A SIX FOOT PRECAST CONCRETE MONUMENT SET 2
 PP0357'FEET LOWER THAN THE ROADWAY AND PROJECTING 2 INCHES ABOVE THE GROUND.
 PP0357'NE 1/4 SECTION 6, T 109N, R 15W.
 PP0357
 PP0357                          STATION RECOVERY (1980)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0357'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0357'LOCATED 0.7 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION
 PP0357'WITH TRUNK HIGHWAY 58 AT THE SOUTH EDGE OF ZUMBROTA AND IS NEAR TRUNK
 PP0357'HIGHWAY 52 MILE POINT 76.5 IN THE NE 1/4 OF SECTION 6, T109N, R15W.
 PP0357'THE MARK IS 97 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP0357'OF TRUNK HIGHWAY 52, 118 FEET NORTHWEST OF POWER POLE NUMBER 33 WITH
 PP0357'A GUY WIRE, 80 FEET SOUTHEAST OF POWER POLE NUMBER 32 AND 0.7 FOOT
 PP0357'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PP0357'MARK DISK STAMPED---2505 C 1961 1119---, IS SET IN THE TOP OF A
 PP0357'MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP0357
 PP0357                          STATION RECOVERY (2001)
 PP0357
 PP0357'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0357'MARK RECOVERED IN POOR CONDITION.
 PP0357
 PP0357                          STATION RECOVERY (2004)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0357'0.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 PP0357'HIGHWAY 52 AND TRUNK HIGHWAY 58 AT SOUTH EDGE OF ZUMBROTA, AT TRUNK
 PP0357'HIGHWAY 52 MILEPOINT 76.5, 97 FEET NORTHEAST OF TRUNK HIGHWAY 52, 118
 PP0357'FEET NORTHWEST OF POWER POLE 33 WITH GUY WIRE, 80 FEET SOUTHEAST OF
 PP0357'POWER POLE 32, 0.7 FEET SOUTHWEST OF WITNESS POST
 PP0357
 PP0357                          STATION RECOVERY (2004)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0357'0.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 PP0357'HIGHWAY 52 AND TRUNK HIGHWAY 58 AT SOUTH EDGE OF ZUMBROTA, AT TRUNK
 PP0357'HIGHWAY 52 MILEPOINT 76.5, 97 FEET NORTHEAST OF TRUNK HIGHWAY 52, 118
 PP0357'FEET NORTHWEST OF POWER POLE 33 WITH GUY WIRE, 80 FEET SOUTHEAST OF
 PP0357'POWER POLE 32, 0.7 FEET SOUTHWEST OF WITNESS POST
 PP0357
 PP0357                          STATION RECOVERY (2006)
 PP0357
 PP0357'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0357'RECOVERED IN GOOD CONDITION.
 PP0357
 PP0357                          STATION RECOVERY (2009)
 PP0357
 PP0357'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0357'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0356 ***********************************************************************
 PP0356  DESIGNATION -  2505 D
 PP0356  PID         -  PP0356
 PP0356  STATE/COUNTY-  MN/GOODHUE
 PP0356  COUNTRY     -  US
 PP0356  USGS QUAD   -  ZUMBROTA (1968)
 PP0356
 PP0356                         *CURRENT SURVEY CONTROL
 PP0356  ______________________________________________________________________
 PP0356* NAD 83(1986) POSITION- 44 16 17.00   (N) 092 39 16.00   (W)   HD_HELD1  
 PP0356* NAVD 88 ORTHO HEIGHT -   333.416  (meters)    1093.88  (feet) ADJUSTED  
 PP0356  ______________________________________________________________________
 PP0356  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 PP0356  DYNAMIC HEIGHT  -        333.355 (meters)     1093.68  (feet) COMP
 PP0356  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 PP0356
 PP0356  VERT ORDER      -  SECOND    CLASS 0
 PP0356
 PP0356.The horizontal coordinates were established by differentially corrected
 PP0356.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0356.
 PP0356.The orthometric height was determined by differential leveling and
 PP0356.adjusted in June 1991.
 PP0356
 PP0356.Photographs are available for this station.
 PP0356
 PP0356.The dynamic height is computed by dividing the NAVD 88
 PP0356.geopotential number by the normal gravity value computed on the
 PP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0356.degrees latitude (g = 980.6199 gals.).
 PP0356
 PP0356.The modeled gravity was interpolated from observed gravity values.
 PP0356
 PP0356;                    North         East    Units  Estimated Accuracy
 PP0356;SPC MN S     -   242,149.8     907,416.4     MT  (+/- 3 meters HH1 GPS) 
 PP0356
 PP0356                          SUPERSEDED SURVEY CONTROL
 PP0356
 PP0356  NGVD 29 (??/??/92)  333.374  (m)         1093.74   (f) ADJ UNCH    2 0
 PP0356
 PP0356.Superseded values are not recommended for survey control.
 PP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0356.See file dsdata.txt to determine how the superseded data were derived.
 PP0356
 PP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2757802074(NAD 83)
 PP0356
 PP0356_MARKER: DB = BENCH MARK DISK
 PP0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0356_SP_SET: CONCRETE POST
 PP0356_STAMPING: 2505 D 1961 1093
 PP0356_MARK LOGO: MNHD  
 PP0356_PROJECTION: FLUSH
 PP0356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0356+STABILITY: SURFACE MOTION
 PP0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0356+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 PP0356
 PP0356  HISTORY     - Date     Condition        Report By
 PP0356  HISTORY     - 1961     MONUMENTED       MNHD
 PP0356  HISTORY     - 1972     GOOD             MNDT
 PP0356  HISTORY     - 1980     GOOD             MNDT
 PP0356  HISTORY     - 20010915 GOOD             USPSQD
 PP0356  HISTORY     - 20041007 GOOD             MNDT
 PP0356  HISTORY     - 20041007 GOOD             MNDT
 PP0356  HISTORY     - 20061028 GOOD             USPSQD
 PP0356  HISTORY     - 20090623 GOOD             MNDT
 PP0356
 PP0356                          STATION DESCRIPTION
 PP0356
 PP0356'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0356'1.6 MI SE FROM ZUMBROTA.
 PP0356'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0356'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 1.0 MILES SOUTHEAST
 PP0356'ALONG T.H. 52, 80 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0356'LANE OF T.H. 52 AT MILE POINT 76.15 (STA. 1215+00), 10 FEET WEST OF A
 PP0356'NORTH-SOUTH FENCE LINE, 41 FEET SOUTH OF A BURIED CABLE MARKER AND
 PP0356'POLE, 150 FEET NORTH OF A DRIVEWAY EAST, 57 FEET NORTH OF A POWER POLE
 PP0356'ON AN EAST-WEST POWER LINE, 4 FEET WEST OF A STEEL WITNESS POST IN THE
 PP0356'TOP OF A SIX FOOT PRECAST CONCRETE MONUMENT SET ABOUT LEVEL WITH THE
 PP0356'ROADWAY AND FLUSH WITH THE GROUND.  SE 1/4 SECTION 6, T 109N, R 15W.
 PP0356
 PP0356                          STATION RECOVERY (1980)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0356'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0356'LOCATED 0.95 MILE SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION
 PP0356'WITH TRUNK HIGHWAY 58 AT THE SOUTH EDGE OF ZUMBROTA AND IS NEAR TRUNK
 PP0356'HIGHWAY 52 MILE POINT 76.2 IN THE SE 1/4 OF SECTION 6, T109N, R15W.
 PP0356'THE MARK IS 89.7 FEET EAST-NORTHEAST OF AND ABOUT LEVEL WITH THE
 PP0356'CENTERLINE OF TRUNK HIGHWAY 52, 176.5 FEET NORTH OF THE CENTER OF A
 PP0356'DRIVEWAY, 73.7 FEET SOUTH OF POWER POLE NUMBER 40, 84 FEET
 PP0356'NORTH-NORTHWEST OF A CORNER FENCE POST, 57 FEET NORTH-NORTHWEST OF A
 PP0356'POWER POLE WITH A GUY WIRE, 40.9 FEET SOUTH-SOUTHWEST OF A TELEPHONE
 PP0356'BURIED CABLE MARKER, 9.9 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 PP0356'0.5 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 PP0356'BENCH MARK DISK STAMPED---2505 D 1961 1093---, IS SET IN THE TOP OF A
 PP0356'MAGNETIC CONCRETE POST THAT PROJECTS 2 INCHES ABOVE GROUND LEVEL.
 PP0356
 PP0356                          STATION RECOVERY (2001)
 PP0356
 PP0356'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0356'RECOVERED IN GOOD CONDITION.
 PP0356
 PP0356                          STATION RECOVERY (2004)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0356'0.95 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0356'58, AT TRUNK HIGHWAY 52 MILEPOINT 76.2, AT SOUTH EDGE OF ZUMBROTA,
 PP0356'89.7 FEET EAST-NORTHEAST OF TRUNK HIGHWAY 52, 176.5 FEET NORTH OF
 PP0356'DRIVEWAY, 73.7 FEET SOUTH OF POWER POLE 40, 84 FEET NORTH-NORTHWEST OF
 PP0356'FENCE CORNER, 57 FEET NORTH-NORTHWEST OF POWER POLE WITH GUY WIRE,
 PP0356'40.9 FEET SOUTH-SOUTHWEST OF TELEPHONE CABLE MARKER, 9.9 FEET WEST OF
 PP0356'NORTH-SOUTH FENCELINE, 0.5 FEET WEST OF WITNESS POST
 PP0356
 PP0356                          STATION RECOVERY (2004)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0356'0.95 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0356'58, AT TRUNK HIGHWAY 52 MILEPOINT 76.2, AT SOUTH EDGE OF ZUMBROTA,
 PP0356'89.7 FEET EAST-NORTHEAST OF TRUNK HIGHWAY 52, 176.5 FEET NORTH OF
 PP0356'DRIVEWAY, 73.7 FEET SOUTH OF POWER POLE 40, 84 FEET NORTH-NORTHWEST OF
 PP0356'FENCE CORNER, 57 FEET NORTH-NORTHWEST OF POWER POLE WITH GUY WIRE,
 PP0356'40.9 FEET SOUTH-SOUTHWEST OF TELEPHONE CABLE MARKER, 9.9 FEET WEST OF
 PP0356'NORTH-SOUTH FENCELINE, 0.5 FEET WEST OF WITNESS POST
 PP0356
 PP0356                          STATION RECOVERY (2006)
 PP0356
 PP0356'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0356'RECOVERED IN GOOD CONDITION.
 PP0356
 PP0356                          STATION RECOVERY (2009)
 PP0356
 PP0356'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0356'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0355 ***********************************************************************
 PP0355  DESIGNATION -  2505 E
 PP0355  PID         -  PP0355
 PP0355  STATE/COUNTY-  MN/GOODHUE
 PP0355  COUNTRY     -  US
 PP0355  USGS QUAD   -  ZUMBROTA (1968)
 PP0355
 PP0355                         *CURRENT SURVEY CONTROL
 PP0355  ______________________________________________________________________
 PP0355* NAD 83(1986) POSITION- 44 16 01.00   (N) 092 39 06.00   (W)   HD_HELD1  
 PP0355* NAVD 88 ORTHO HEIGHT -   341.822  (meters)    1121.46  (feet) ADJUSTED  
 PP0355  ______________________________________________________________________
 PP0355  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 PP0355  DYNAMIC HEIGHT  -        341.759 (meters)     1121.25  (feet) COMP
 PP0355  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 PP0355
 PP0355  VERT ORDER      -  SECOND    CLASS 0
 PP0355
 PP0355.The horizontal coordinates were established by differentially corrected
 PP0355.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0355.
 PP0355.The orthometric height was determined by differential leveling and
 PP0355.adjusted in June 1991.
 PP0355
 PP0355.Photographs are available for this station.
 PP0355
 PP0355.The dynamic height is computed by dividing the NAVD 88
 PP0355.geopotential number by the normal gravity value computed on the
 PP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0355.degrees latitude (g = 980.6199 gals.).
 PP0355
 PP0355.The modeled gravity was interpolated from observed gravity values.
 PP0355
 PP0355;                    North         East    Units  Estimated Accuracy
 PP0355;SPC MN S     -   241,659.7     907,646.3     MT  (+/- 3 meters HH1 GPS) 
 PP0355
 PP0355                          SUPERSEDED SURVEY CONTROL
 PP0355
 PP0355  NGVD 29 (??/??/92)  341.780  (m)         1121.32   (f) ADJ UNCH    2 0
 PP0355
 PP0355.Superseded values are not recommended for survey control.
 PP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0355.See file dsdata.txt to determine how the superseded data were derived.
 PP0355
 PP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2780101581(NAD 83)
 PP0355
 PP0355_MARKER: DB = BENCH MARK DISK
 PP0355_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0355_SP_SET: BRIDGE ABUTMENT
 PP0355_STAMPING: 2505 E 1961 1121
 PP0355_MARK LOGO: MNHD  
 PP0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0355+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 PP0355
 PP0355  HISTORY     - Date     Condition        Report By
 PP0355  HISTORY     - 1961     MONUMENTED       MNHD
 PP0355  HISTORY     - 1972     GOOD             MNDT
 PP0355  HISTORY     - 1980     GOOD             MNDT
 PP0355  HISTORY     - 20010915 GOOD             USPSQD
 PP0355  HISTORY     - 20061028 GOOD             USPSQD
 PP0355  HISTORY     - 20090623 GOOD             MNDT
 PP0355
 PP0355                          STATION DESCRIPTION
 PP0355
 PP0355'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0355'1.0 MI SE FROM ZUMBROTA.
 PP0355'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0355'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 1.3 MILES SOUTHEAST
 PP0355'ALONG T.H. 52, AT THE JUNCTION OF T.H. 52 AND T.H. 60, IN THE
 PP0355'SOUTHEAST CORNER OF BRIDGE NO. 9659, T.H. 52 SOUTHBOUND OVER T.H. 60.
 PP0355'NE 1/4 SECTION 7, T 109N, R 15W.
 PP0355
 PP0355                          STATION RECOVERY (1980)
 PP0355
 PP0355'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 PP0355'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0355'LOCATED AT THE SOUTH JUNCTION OF TRUNK HIGHWAYS 52 AND 60 NEAR
 PP0355'ZUMBROTA AND IS NEAR TRUNK HIGHWAY 52 MILE POINT 75.85 IN THE NW 1/4
 PP0355'OF SECTION 7, T109N, R15W.  THE MARK IS 19.5 FEET EAST OF AND 1 FOOT
 PP0355'HIGHER THAN THE SOUTHBOUND CENTERLINE OF TRUNK HIGHWAY 52 IN THE
 PP0355'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9659 CARRYING
 PP0355'SOUTHBOUND TRUNK HIGHWAY 52 OVER TRUNK HIGHWAY 60.  THE MARK, A
 PP0355'STANDARD MNHD BENCH MARK DISK STAMPED---2505 E 1961 1121---, IS
 PP0355'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 PP0355
 PP0355                          STATION RECOVERY (2001)
 PP0355
 PP0355'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0355'RECOVERED IN GOOD CONDITION.
 PP0355
 PP0355                          STATION RECOVERY (2006)
 PP0355
 PP0355'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0355'RECOVERED IN GOOD CONDITION.
 PP0355
 PP0355                          STATION RECOVERY (2009)
 PP0355
 PP0355'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0355'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0354 ***********************************************************************
 PP0354  DESIGNATION -  2505 F
 PP0354  PID         -  PP0354
 PP0354  STATE/COUNTY-  MN/GOODHUE
 PP0354  COUNTRY     -  US
 PP0354  USGS QUAD   -  ZUMBROTA (1968)
 PP0354
 PP0354                         *CURRENT SURVEY CONTROL
 PP0354  ______________________________________________________________________
 PP0354* NAD 83(1986) POSITION- 44 15 48.     (N) 092 39 00.     (W)   SCALED    
 PP0354* NAVD 88 ORTHO HEIGHT -   348.297  (meters)    1142.70  (feet) ADJUSTED  
 PP0354  ______________________________________________________________________
 PP0354  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 PP0354  DYNAMIC HEIGHT  -        348.234 (meters)     1142.50  (feet) COMP
 PP0354  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 PP0354
 PP0354  VERT ORDER      -  SECOND    CLASS 0
 PP0354
 PP0354.The horizontal coordinates were scaled from a topographic map and have
 PP0354.an estimated accuracy of +/- 6 seconds.
 PP0354.
 PP0354.The orthometric height was determined by differential leveling and
 PP0354.adjusted in June 1991.
 PP0354
 PP0354.The dynamic height is computed by dividing the NAVD 88
 PP0354.geopotential number by the normal gravity value computed on the
 PP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0354.degrees latitude (g = 980.6199 gals.).
 PP0354
 PP0354.The modeled gravity was interpolated from observed gravity values.
 PP0354
 PP0354;                    North         East    Units  Estimated Accuracy
 PP0354;SPC MN S     -   241,260.      907,790.      MT  (+/- 180 meters Scaled)
 PP0354
 PP0354                          SUPERSEDED SURVEY CONTROL
 PP0354
 PP0354  NGVD 29 (??/??/92)  348.255  (m)         1142.57   (f) ADJ UNCH    2 0
 PP0354
 PP0354.Superseded values are not recommended for survey control.
 PP0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0354.See file dsdata.txt to determine how the superseded data were derived.
 PP0354
 PP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK279011(NAD 83)
 PP0354
 PP0354_MARKER: DD = SURVEY DISK
 PP0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0354_STAMPING: 2505 F 1961 1142
 PP0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0354+STABILITY: SURFACE MOTION
 PP0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0354+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2001
 PP0354
 PP0354  HISTORY     - Date     Condition        Report By
 PP0354  HISTORY     - 1961     MONUMENTED       MNDT
 PP0354  HISTORY     - 1972     GOOD             MNDT
 PP0354  HISTORY     - 20010915 GOOD             USPSQD
 PP0354  HISTORY     - 20061028 GOOD             USPSQD
 PP0354  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0354
 PP0354                          STATION DESCRIPTION
 PP0354
 PP0354'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0354'2.4 MI SE FROM ZUMBROTA.
 PP0354'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0354'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 1.7 MILES SOUTHEAST
 PP0354'ALONG T.H. 52, ABOUT 0.6 MILES SOUTH OF THE JUNCTION OF T.H. 52 AND
 PP0354'T.H. 60, 100 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 PP0354'T.H. 52 AT MILE POINT 75.6 (STA. 1264+40), 2 FEET WEST OF A
 PP0354'NORTH-SOUTH FENCE LINE, 12 FEET SOUTH OF THE WEST LEG OF AN
 PP0354'ADVERTISING SIGN (GULF), 0.5 FEET WEST OF A STEEL WITNESS POST, IN THE
 PP0354'TOP OF A SIX FOOT PRECAST CONCRETE MONUMENT SET 1 FOOT LOWER THAN THE
 PP0354'ROADWAY AND PROJECTING 2 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 8, T
 PP0354'109N, R 15W.
 PP0354
 PP0354                          STATION RECOVERY (2001)
 PP0354
 PP0354'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0354'RECOVERED IN GOOD CONDITION.
 PP0354
 PP0354                          STATION RECOVERY (2006)
 PP0354
 PP0354'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCL)
 PP0354'RECOVERED IN GOOD CONDITION.
 PP0354
 PP0354                          STATION RECOVERY (2009)
 PP0354
 PP0354'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0354'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3567 ***********************************************************************
 PP3567  DESIGNATION -  2505 G 2 RESET
 PP3567  PID         -  PP3567
 PP3567  STATE/COUNTY-  MN/GOODHUE
 PP3567  COUNTRY     -  US
 PP3567  USGS QUAD   -  PINE ISLAND (1965)
 PP3567
 PP3567                         *CURRENT SURVEY CONTROL
 PP3567  ______________________________________________________________________
 PP3567* NAD 83(1986) POSITION- 44 14 18.00   (N) 092 39 00.00   (W)   HD_HELD1  
 PP3567* NAVD 88 ORTHO HEIGHT -   325.63   (meters)    1068.3   (feet) RESET     
 PP3567  ______________________________________________________________________
 PP3567  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP3567  VERT ORDER      -  THIRD
 PP3567
 PP3567.The horizontal coordinates were established by differentially corrected
 PP3567.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3567.
 PP3567.The orthometric height was computed from unverified reset data.
 PP3567
 PP3567.No vertical observational check was made to the station.
 PP3567
 PP3567.Photographs are available for this station.
 PP3567
 PP3567;                    North         East    Units  Estimated Accuracy
 PP3567;SPC MN S     -   238,483.3     907,831.8     MT  (+/- 3 meters HH1 GPS) 
 PP3567
 PP3567                          SUPERSEDED SURVEY CONTROL
 PP3567
 PP3567  NGVD 29 (04/14/03)  325.59   (m)         1068.2    (f) RESET       3  
 PP3567
 PP3567.Superseded values are not recommended for survey control.
 PP3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3567.See file dsdata.txt to determine how the superseded data were derived.
 PP3567
 PP3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2794898404(NAD 83)
 PP3567
 PP3567_MARKER: DV = VERTICAL CONTROL DISK
 PP3567_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3567_SP_SET: HEADWALL BOX CULVERT
 PP3567_STAMPING: 2505 G 2 RESET 1987
 PP3567_MARK LOGO: MNDT  
 PP3567_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3567+STABILITY: SURFACE MOTION
 PP3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3567+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 PP3567
 PP3567  HISTORY     - Date     Condition        Report By
 PP3567  HISTORY     - 1987     MONUMENTED       MNDT
 PP3567  HISTORY     - 20010915 GOOD             USPSQD
 PP3567  HISTORY     - 20061028 GOOD             USPSQD
 PP3567  HISTORY     - 20090622 GOOD             MNDT
 PP3567
 PP3567                          STATION DESCRIPTION
 PP3567
 PP3567'DESCRIBED BY MN DEPT OF TRANSP 1987
 PP3567'2.5 MI (4.0 KM) N ALONG TH 52 FROM THE COUNTY ROAD 11 BRIDGE CROSSING
 PP3567'OVER TH 52 AT MP 73.9, 43 FT (13.1 M) E OF THE CENTERLINE OF THE
 PP3567'NORTHBOUND LANE OF TH 52, 155 FT (47.2 M) S OF A TOWNSHIP ROAD
 PP3567'CROSSING, 4 FT (1.2 M) N OF THE SE CORNER OF A DOUBLE BOX CULVERT (BR
 PP3567'6130), ABOUT 3 FT (0.9 M) LOWER THAN THE ROADWAY.
 PP3567
 PP3567                          STATION RECOVERY (2001)
 PP3567
 PP3567'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP3567'RECOVERED IN GOOD CONDITION.
 PP3567
 PP3567                          STATION RECOVERY (2006)
 PP3567
 PP3567'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP3567'RECOVERED IN GOOD CONDITION.
 PP3567
 PP3567                          STATION RECOVERY (2009)
 PP3567
 PP3567'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3567'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0353 ***********************************************************************
 PP0353  DESIGNATION -  2505 G 3
 PP0353  PID         -  PP0353
 PP0353  STATE/COUNTY-  MN/GOODHUE
 PP0353  COUNTRY     -  US
 PP0353  USGS QUAD   -  ZUMBROTA (1968)
 PP0353
 PP0353                         *CURRENT SURVEY CONTROL
 PP0353  ______________________________________________________________________
 PP0353* NAD 83(1986) POSITION- 44 15 32.00   (N) 092 39 00.00   (W)   HD_HELD1  
 PP0353* NAVD 88 ORTHO HEIGHT -   358.008  (meters)    1174.56  (feet) ADJUSTED  
 PP0353  ______________________________________________________________________
 PP0353  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 PP0353  DYNAMIC HEIGHT  -        357.942 (meters)     1174.35  (feet) COMP
 PP0353  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 PP0353
 PP0353  VERT ORDER      -  SECOND    CLASS 0
 PP0353
 PP0353.The horizontal coordinates were established by differentially corrected
 PP0353.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0353.
 PP0353.The orthometric height was determined by differential leveling and
 PP0353.adjusted in June 1991.
 PP0353
 PP0353.The dynamic height is computed by dividing the NAVD 88
 PP0353.geopotential number by the normal gravity value computed on the
 PP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0353.degrees latitude (g = 980.6199 gals.).
 PP0353
 PP0353.The modeled gravity was interpolated from observed gravity values.
 PP0353
 PP0353;                    North         East    Units  Estimated Accuracy
 PP0353;SPC MN S     -   240,766.9     907,794.1     MT  (+/- 3 meters HH1 GPS) 
 PP0353
 PP0353                          SUPERSEDED SURVEY CONTROL
 PP0353
 PP0353  NGVD 29 (??/??/92)  357.966  (m)         1174.43   (f) ADJ UNCH    2 0
 PP0353
 PP0353.Superseded values are not recommended for survey control.
 PP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0353.See file dsdata.txt to determine how the superseded data were derived.
 PP0353
 PP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2793800687(NAD 83)
 PP0353
 PP0353_MARKER: DD = SURVEY DISK
 PP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0353_STAMPING: 2505 G 3 1961 1174
 PP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0353+STABILITY: SURFACE MOTION
 PP0353
 PP0353  HISTORY     - Date     Condition        Report By
 PP0353  HISTORY     - 1961     MONUMENTED       MNDT
 PP0353  HISTORY     - 1972     GOOD             MNDT
 PP0353  HISTORY     - 20010915 MARK NOT FOUND   USPSQD
 PP0353  HISTORY     - 20061028 MARK NOT FOUND   USPSQD
 PP0353  HISTORY     - 20090623 MARK NOT FOUND   MNDT
 PP0353
 PP0353                          STATION DESCRIPTION
 PP0353
 PP0353'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0353'2.6 MI SE FROM ZUMBROTA.
 PP0353'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0353'T.H. 58 AND COUNTY ROAD 10, THENCE 2.0 MILES SOUTHEAST ALONG T.H. 52,
 PP0353'ABOUT 0.6 MILES SOUTH OF THE JUNCTION OF T.H. 60 AND T.H. 52, 98 FEET
 PP0353'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT
 PP0353'75.2 (STA. 1280+00), 128 FEET SOUTHEAST OF THE EAST END OF AN 18 INCH
 PP0353'CONCRETE CULVERT UNDER T.H. 52 NORTHBOUND, 2 FEET WEST OF A
 PP0353'NORTH-SOUTH FENCE LINE, 1 FOOT WEST OF A STEEL WITNESS POST, IN THE
 PP0353'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 PP0353'THE GROUND.  SW 1/4 SECTION 8, T 109N, R 25W.
 PP0353
 PP0353                          STATION RECOVERY (2001)
 PP0353
 PP0353'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP0353'MARK NOT FOUND.
 PP0353
 PP0353                          STATION RECOVERY (2006)
 PP0353
 PP0353'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0353'WITNESS POST IS EXISTING BUT NO MARK FOUND
 PP0353
 PP0353                          STATION RECOVERY (2009)
 PP0353
 PP0353'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0353'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0351 ***********************************************************************
 PP0351  DESIGNATION -  2505 G 4
 PP0351  PID         -  PP0351
 PP0351  STATE/COUNTY-  MN/GOODHUE
 PP0351  COUNTRY     -  US
 PP0351  USGS QUAD   -  PINE ISLAND (1965)
 PP0351
 PP0351                         *CURRENT SURVEY CONTROL
 PP0351  ______________________________________________________________________
 PP0351* NAD 83(1996) POSITION- 44 14 41.38028(N) 092 39 03.56828(W)   NO CHECK  
 PP0351* NAVD 88 ORTHO HEIGHT -   337.789  (meters)    1108.23  (feet) ADJUSTED  
 PP0351  ______________________________________________________________________
 PP0351  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC09
 PP0351  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0351  DYNAMIC HEIGHT  -        337.727 (meters)     1108.03  (feet) COMP
 PP0351  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 PP0351
 PP0351  HORZ ORDER      -  THIRD
 PP0351  VERT ORDER      -  SECOND    CLASS 0
 PP0351
 PP0351.The horizontal coordinates were established by classical geodetic methods
 PP0351.and adjusted by the National Geodetic Survey in March 1999.
 PP0351.
 PP0351.No horizontal observational check was made to the station.
 PP0351.
 PP0351.The orthometric height was determined by differential leveling and
 PP0351.adjusted in June 1991.
 PP0351
 PP0351.Photographs are available for this station.
 PP0351
 PP0351.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0351
 PP0351.The dynamic height is computed by dividing the NAVD 88
 PP0351.geopotential number by the normal gravity value computed on the
 PP0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0351.degrees latitude (g = 980.6199 gals.).
 PP0351
 PP0351.The modeled gravity was interpolated from observed gravity values.
 PP0351
 PP0351. The following values were computed from the NAD 83(1996) position.
 PP0351
 PP0351;                    North         East     Units Scale Factor Converg.
 PP0351;SPC MN S     -   239,203.521   907,740.729   MT  0.99993202   +0 56 44.0
 PP0351;SPC MN S     -   784,786.89  2,978,146.04   sFT  0.99993202   +0 56 44.0
 PP0351;UTM  15      - 4,899,125.134   527,866.157   MT  0.99960955   +0 14 36.7
 PP0351
 PP0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0351!SPC MN S     -   0.99995173  x   0.99993202  =   0.99988375
 PP0351!UTM  15      -   0.99995173  x   0.99960955  =   0.99956130
 PP0351
 PP0351                          SUPERSEDED SURVEY CONTROL
 PP0351
 PP0351  NAD 83(1986)-  44 14 41.37208(N)    092 39 03.56429(W) AD(       ) 3
 PP0351  NAD 27      -  44 14 41.49509(N)    092 39 02.88650(W) AD(       ) 3
 PP0351  NGVD 29 (??/??/92)  337.750  (m)         1108.10   (f) ADJ UNCH    2 0
 PP0351
 PP0351.Superseded values are not recommended for survey control.
 PP0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0351.See file dsdata.txt to determine how the superseded data were derived.
 PP0351
 PP0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2786699125(NAD 83)
 PP0351
 PP0351_MARKER: DB = BENCH MARK DISK
 PP0351_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0351_STAMPING: 2505 G 4 1972
 PP0351_MARK LOGO: MNHD  
 PP0351_PROJECTION: FLUSH
 PP0351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0351+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 PP0351
 PP0351  HISTORY     - Date     Condition        Report By
 PP0351  HISTORY     - 1972     MONUMENTED       MNDT
 PP0351  HISTORY     - 20010915 GOOD             USPSQD
 PP0351  HISTORY     - 20061028 GOOD             USPSQD
 PP0351  HISTORY     - 20090622 GOOD             MNDT
 PP0351
 PP0351                          STATION DESCRIPTION
 PP0351
 PP0351'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0351'2.9 MI N FROM PINE ISLAND.
 PP0351'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0351'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 2.2 MILES
 PP0351'NORTH ALONG T.H. 52, 73 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP0351'LANE OF T.H. 52, 0.4 MILES NORTH OF A ROAD CROSSING, 0.15 MILES NORTH
 PP0351'OF A GROUP OF LARGE EVERGREENS IN A FARM YARD, 24 FEET EAST OF A
 PP0351'NORTH-SOUTH FENCE LINE, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE
 PP0351'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 PP0351'THE GROUND.  SE 1/4 SECTION 18, T 109N, R 15W.
 PP0351
 PP0351                          STATION RECOVERY (2001)
 PP0351
 PP0351'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0351'FENCE HAS BEEN REMOVED, WITNESS POST IS GONE
 PP0351
 PP0351                          STATION RECOVERY (2006)
 PP0351
 PP0351'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0351'RECOVERED IN GOOD CONDITION.
 PP0351
 PP0351                          STATION RECOVERY (2009)
 PP0351
 PP0351'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0351'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0347 ***********************************************************************
 PP0347  DESIGNATION -  2505 H
 PP0347  PID         -  PP0347
 PP0347  STATE/COUNTY-  MN/GOODHUE
 PP0347  COUNTRY     -  US
 PP0347  USGS QUAD   -  PINE ISLAND (1965)
 PP0347
 PP0347                         *CURRENT SURVEY CONTROL
 PP0347  ______________________________________________________________________
 PP0347* NAD 83(1986) POSITION- 44 13 24.00   (N) 092 39 00.00   (W)   HD_HELD1  
 PP0347* NAVD 88 ORTHO HEIGHT -   316.330  (meters)    1037.83  (feet) ADJUSTED  
 PP0347  ______________________________________________________________________
 PP0347  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0347  DYNAMIC HEIGHT  -        316.271 (meters)     1037.63  (feet) COMP
 PP0347  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 PP0347
 PP0347  VERT ORDER      -  SECOND    CLASS 0
 PP0347
 PP0347.The horizontal coordinates were established by differentially corrected
 PP0347.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0347.
 PP0347.The orthometric height was determined by differential leveling and
 PP0347.adjusted in June 1991.
 PP0347
 PP0347.Photographs are available for this station.
 PP0347
 PP0347.The dynamic height is computed by dividing the NAVD 88
 PP0347.geopotential number by the normal gravity value computed on the
 PP0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0347.degrees latitude (g = 980.6199 gals.).
 PP0347
 PP0347.The modeled gravity was interpolated from observed gravity values.
 PP0347
 PP0347;                    North         East    Units  Estimated Accuracy
 PP0347;SPC MN S     -   236,816.9     907,859.3     MT  (+/- 3 meters HH1 GPS) 
 PP0347
 PP0347                          SUPERSEDED SURVEY CONTROL
 PP0347
 PP0347  NGVD 29 (??/??/92)  316.294  (m)         1037.71   (f) ADJ UNCH    2 0
 PP0347
 PP0347.Superseded values are not recommended for survey control.
 PP0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0347.See file dsdata.txt to determine how the superseded data were derived.
 PP0347
 PP0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2795596738(NAD 83)
 PP0347
 PP0347_MARKER: DB = BENCH MARK DISK
 PP0347_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0347_SP_SET: CULVERT
 PP0347_STAMPING: 2505 H 1961 1037
 PP0347_MARK LOGO: MNHD  
 PP0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0347+STABILITY: SURFACE MOTION
 PP0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0347+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 PP0347
 PP0347  HISTORY     - Date     Condition        Report By
 PP0347  HISTORY     - 1961     MONUMENTED       MNDT
 PP0347  HISTORY     - 1972     GOOD             MNDT
 PP0347  HISTORY     - 20010915 GOOD             USPSQD
 PP0347  HISTORY     - 20061028 GOOD             USPSQD
 PP0347  HISTORY     - 20090622 GOOD             MNDT
 PP0347
 PP0347                          STATION DESCRIPTION
 PP0347
 PP0347'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0347'1.4 MI N FROM PINE ISLAND.
 PP0347'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0347'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 0.7 MILES
 PP0347'NORTH ALONG T.H. 52, 50 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0347'LANE OF T.H. 52, AT MILE POINT 72.9 (STA. 1406+70), 130 FEET SOUTH OF
 PP0347'A T-ROAD EAST, IN THE SOUTHEAST CORNER OF A 4 X 8 FOOT BOX CULVERT
 PP0347'ABOUT 4 FEET LOWER THAN THE ROADWAY.  NW 1/4 SECTION 29, T 109N, R
 PP0347'15W.
 PP0347
 PP0347                          STATION RECOVERY (2001)
 PP0347
 PP0347'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0347'RECOVERED IN GOOD CONDITION.
 PP0347
 PP0347                          STATION RECOVERY (2006)
 PP0347
 PP0347'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0347'MARK FOUND IN THE SOUTHWEST CORNER OF THE BOX CULVERT
 PP0347
 PP0347                          STATION RECOVERY (2009)
 PP0347
 PP0347'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0347'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0348 ***********************************************************************
 PP0348  DESIGNATION -  2505 H 2
 PP0348  PID         -  PP0348
 PP0348  STATE/COUNTY-  MN/GOODHUE
 PP0348  COUNTRY     -  US
 PP0348  USGS QUAD   -  PINE ISLAND (1965)
 PP0348
 PP0348                         *CURRENT SURVEY CONTROL
 PP0348  ______________________________________________________________________
 PP0348* NAD 83(1986) POSITION- 44 13 48.00   (N) 092 39 00.00   (W)   HD_HELD1  
 PP0348* NAVD 88 ORTHO HEIGHT -   332.228  (meters)    1089.98  (feet) ADJUSTED  
 PP0348  ______________________________________________________________________
 PP0348  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0348  DYNAMIC HEIGHT  -        332.166 (meters)     1089.78  (feet) COMP
 PP0348  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 PP0348
 PP0348  VERT ORDER      -  SECOND    CLASS 0
 PP0348
 PP0348.The horizontal coordinates were established by differentially corrected
 PP0348.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0348.
 PP0348.The orthometric height was determined by differential leveling and
 PP0348.adjusted in June 1991.
 PP0348
 PP0348.Photographs are available for this station.
 PP0348
 PP0348.The dynamic height is computed by dividing the NAVD 88
 PP0348.geopotential number by the normal gravity value computed on the
 PP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0348.degrees latitude (g = 980.6199 gals.).
 PP0348
 PP0348.The modeled gravity was interpolated from observed gravity values.
 PP0348
 PP0348;                    North         East    Units  Estimated Accuracy
 PP0348;SPC MN S     -   237,557.5     907,847.1     MT  (+/- 3 meters HH1 GPS) 
 PP0348
 PP0348                          SUPERSEDED SURVEY CONTROL
 PP0348
 PP0348  NGVD 29 (??/??/92)  332.190  (m)         1089.86   (f) ADJ UNCH    2 0
 PP0348
 PP0348.Superseded values are not recommended for survey control.
 PP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0348.See file dsdata.txt to determine how the superseded data were derived.
 PP0348
 PP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2795297478(NAD 83)
 PP0348
 PP0348_MARKER: DB = BENCH MARK DISK
 PP0348_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0348_STAMPING: 2505 H 2 1972
 PP0348_MARK LOGO: MNHD  
 PP0348_PROJECTION: FLUSH
 PP0348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0348+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 PP0348
 PP0348  HISTORY     - Date     Condition        Report By
 PP0348  HISTORY     - 1972     MONUMENTED       MNDT
 PP0348  HISTORY     - 20020921 GOOD             USPSQD
 PP0348  HISTORY     - 20061028 GOOD             USPSQD
 PP0348  HISTORY     - 20090622 GOOD             MNDT
 PP0348
 PP0348                          STATION DESCRIPTION
 PP0348
 PP0348'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0348'1.8 MI N FROM PINE ISLAND.
 PP0348'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0348'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 1.1 MILES
 PP0348'NORTH ALONG T.H. 52, 0.4 MILES NORTH OF A T-ROAD EAST, 0.1 MILE SOUTH
 PP0348'OF A CREST IN THE ROAD, 92 FEET EAST OF THE CENTERLINE OF THE
 PP0348'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 73.3, 54 FEET SOUTHWEST OF A
 PP0348'FENCE CORNER (T-FENCE EAST), 38 FEET NORTHEAST OF A 2 INCH PINE TREE
 PP0348'(SOUTH ONE OF 7 TREES), 1 FOOT WEST OF A STEEL WITNESS POST, IN THE
 PP0348'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE
 PP0348'ROADWAY AND PROJECTING 4 INCHES ABOVE THE GROUND.  SW 1/4 SECTION 20,
 PP0348'T 109N, R 15W.
 PP0348
 PP0348                          STATION RECOVERY (2002)
 PP0348
 PP0348'RECOVERY NOTE BY US POWER SQUADRON 2002 (JS)
 PP0348'RECOVERED IN GOOD CONDITION.
 PP0348
 PP0348                          STATION RECOVERY (2006)
 PP0348
 PP0348'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0348'CHANGE DESCRIPTION TO READ 'PINE TREE IS NOW 18 INCHES'
 PP0348
 PP0348                          STATION RECOVERY (2009)
 PP0348
 PP0348'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0348'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0349 ***********************************************************************
 PP0349  DESIGNATION -  2505 H 3
 PP0349  PID         -  PP0349
 PP0349  STATE/COUNTY-  MN/GOODHUE
 PP0349  COUNTRY     -  US
 PP0349  USGS QUAD   -  PINE ISLAND (1965)
 PP0349
 PP0349                         *CURRENT SURVEY CONTROL
 PP0349  ______________________________________________________________________
 PP0349* NAD 83(1986) POSITION- 44 14 03.00   (N) 092 39 03.00   (W)   HD_HELD1  
 PP0349* NAVD 88 ORTHO HEIGHT -   330.174  (meters)    1083.25  (feet) ADJUSTED  
 PP0349  ______________________________________________________________________
 PP0349  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0349  DYNAMIC HEIGHT  -        330.112 (meters)     1083.04  (feet) COMP
 PP0349  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 PP0349
 PP0349  VERT ORDER      -  SECOND    CLASS 0
 PP0349
 PP0349.The horizontal coordinates were established by differentially corrected
 PP0349.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0349.
 PP0349.The orthometric height was determined by differential leveling and
 PP0349.adjusted in June 1991.
 PP0349
 PP0349.The dynamic height is computed by dividing the NAVD 88
 PP0349.geopotential number by the normal gravity value computed on the
 PP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0349.degrees latitude (g = 980.6199 gals.).
 PP0349
 PP0349.The modeled gravity was interpolated from observed gravity values.
 PP0349
 PP0349;                    North         East    Units  Estimated Accuracy
 PP0349;SPC MN S     -   238,019.3     907,772.9     MT  (+/- 3 meters HH1 GPS) 
 PP0349
 PP0349                          SUPERSEDED SURVEY CONTROL
 PP0349
 PP0349  NGVD 29 (??/??/92)  330.136  (m)         1083.12   (f) ADJ UNCH    2 0
 PP0349
 PP0349.Superseded values are not recommended for survey control.
 PP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0349.See file dsdata.txt to determine how the superseded data were derived.
 PP0349
 PP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2788397941(NAD 83)
 PP0349
 PP0349_MARKER: DD = SURVEY DISK
 PP0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0349_STAMPING: 2505 H 3 1972
 PP0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0349+STABILITY: SURFACE MOTION
 PP0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0349+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2006
 PP0349
 PP0349  HISTORY     - Date     Condition        Report By
 PP0349  HISTORY     - 1972     MONUMENTED       MNDT
 PP0349  HISTORY     - 20020921 GOOD             USPSQD
 PP0349  HISTORY     - 20061028 GOOD             USPSQD
 PP0349  HISTORY     - 20090622 MARK NOT FOUND   MNDT
 PP0349
 PP0349                          STATION DESCRIPTION
 PP0349
 PP0349'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0349'2.2 MI N FROM PINE ISLAND.
 PP0349'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0349'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 1.5 MILES
 PP0349'NORTH ALONG T.H. 52, 0.3 MILES SOUTH OF A ROAD CROSSING, 0.7 MILES
 PP0349'NORTH OF A T-ROAD EAST, 77 FEET WEST OF THE CENTERLINE OF THE
 PP0349'SOUTHBOUND LANE OF T.H. 52 AT M.P. 73.5, 40 FEET EAST OF THE WEST LEG
 PP0349'OF AN ADVERTISING SIGN (76), 10 FEET NORTHEAST OF THE EAST LEG OF THE
 PP0349'SIGN, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0349'PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND
 PP0349'PROJECTING 2 INCHES ABOVE THE GROUND.  NE 1/4 SECTION 13, T 109N, R
 PP0349'15W.
 PP0349
 PP0349                          STATION RECOVERY (2002)
 PP0349
 PP0349'RECOVERY NOTE BY US POWER SQUADRON 2002 (JS)
 PP0349'REMOVE REFERENCE TO ADVERTISING SIGN, IT HAS BEEN REMOVED.
 PP0349
 PP0349                          STATION RECOVERY (2006)
 PP0349
 PP0349'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0349'MARK WAS FOUND .1 FOOT EAST OF THE STEEL WITNESS POST
 PP0349
 PP0349                          STATION RECOVERY (2009)
 PP0349
 PP0349'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0349'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0346 ***********************************************************************
 PP0346  DESIGNATION -  2505 H 4
 PP0346  PID         -  PP0346
 PP0346  STATE/COUNTY-  MN/GOODHUE
 PP0346  COUNTRY     -  US
 PP0346  USGS QUAD   -  PINE ISLAND (1965)
 PP0346
 PP0346                         *CURRENT SURVEY CONTROL
 PP0346  ______________________________________________________________________
 PP0346* NAD 83(2007) POSITION- 44 13 08.12833(N) 092 38 58.67277(W)   ADJUSTED  
 PP0346* NAD 83(2007) ELLIP HT-   283.933 (meters)        (02/10/07)   ADJUSTED
 PP0346* NAD 83(2007) EPOCH   -  2002.00
 PP0346* NAVD 88 ORTHO HEIGHT -   313.869  (meters)    1029.75  (feet) ADJUSTED  
 PP0346  ______________________________________________________________________
 PP0346  NAD 83(2007) X  -   -211,667.799 (meters)                     COMP
 PP0346  NAD 83(2007) Y  - -4,573,853.290 (meters)                     COMP
 PP0346  NAD 83(2007) Z  -  4,425,755.720 (meters)                     COMP
 PP0346  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC09
 PP0346  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0346  DYNAMIC HEIGHT  -        313.810 (meters)     1029.56  (feet) COMP
 PP0346  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 PP0346
 PP0346  VERT ORDER      -  SECOND    CLASS 0
 PP0346
 PP0346  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP0346  Type                                         Horiz  Ellip  Dist(km)
 PP0346  -------------------------------------------------------------------
 PP0346  NETWORK                                       0.76   0.78
 PP0346  -------------------------------------------------------------------
 PP0346  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.76   0.75     11.13
 PP0346  -------------------------------------------------------------------
 PP0346  NOTE: Click here for information on individual local accuracy
 PP0346  values and other accuracy information.
 PP0346
 PP0346
 PP0346.The horizontal coordinates were established by GPS observations
 PP0346.and adjusted by the National Geodetic Survey in February 2007.
 PP0346
 PP0346.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0346.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0346
 PP0346.The horizontal coordinates are valid at the epoch date displayed above
 PP0346.which is a decimal equivalence of Year/Month/Day.
 PP0346
 PP0346.The orthometric height was determined by differential leveling and
 PP0346.adjusted in June 1991.
 PP0346
 PP0346.Photographs are available for this station.
 PP0346
 PP0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0346
 PP0346.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0346
 PP0346.The ellipsoidal height was determined by GPS observations
 PP0346.and is referenced to NAD 83.
 PP0346
 PP0346.The dynamic height is computed by dividing the NAVD 88
 PP0346.geopotential number by the normal gravity value computed on the
 PP0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0346.degrees latitude (g = 980.6199 gals.).
 PP0346
 PP0346.The modeled gravity was interpolated from observed gravity values.
 PP0346
 PP0346. The following values were computed from the NAD 83(2007) position.
 PP0346
 PP0346;                    North         East     Units Scale Factor Converg.
 PP0346;SPC MN S     -   236,327.607   907,896.870   MT  0.99993414   +0 56 47.4
 PP0346;SPC MN S     -   775,351.49  2,978,658.31   sFT  0.99993414   +0 56 47.4
 PP0346;UTM  15      - 4,896,248.452   527,987.006   MT  0.99960963   +0 14 39.7
 PP0346
 PP0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0346!SPC MN S     -   0.99995548  x   0.99993414  =   0.99988962
 PP0346!UTM  15      -   0.99995548  x   0.99960963  =   0.99956513
 PP0346
 PP0346                          SUPERSEDED SURVEY CONTROL
 PP0346
 PP0346  NAD 83(1996)-  44 13 08.12780(N)    092 38 58.67232(W) AD(       ) 1
 PP0346  ELLIP H (04/02/03)  283.969  (m)                       GP(       ) 3 2
 PP0346  NAVD 88 (04/02/03)  313.87   (m)         1029.8    (f) LEVELING    3  
 PP0346  NGVD 29 (??/??/92)  313.833  (m)         1029.63   (f) ADJ UNCH    2 0
 PP0346
 PP0346.Superseded values are not recommended for survey control.
 PP0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0346.See file dsdata.txt to determine how the superseded data were derived.
 PP0346
 PP0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2798796248(NAD 83)
 PP0346
 PP0346_MARKER: DB = BENCH MARK DISK
 PP0346_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0346_STAMPING: 2505 H 4 1972
 PP0346_MARK LOGO: MNHD  
 PP0346_PROJECTION: RECESSED 5 CENTIMETERS
 PP0346_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PP0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0346+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2009
 PP0346
 PP0346  HISTORY     - Date     Condition        Report By
 PP0346  HISTORY     - 1972     MONUMENTED       MNHD
 PP0346  HISTORY     - 2001     GOOD             MNDT
 PP0346  HISTORY     - 20020921 GOOD             USPSQD
 PP0346  HISTORY     - 20060825 GOOD             MNDT
 PP0346  HISTORY     - 20061028 GOOD             USPSQD
 PP0346  HISTORY     - 20070503 GOOD             MNDT
 PP0346  HISTORY     - 20090622 GOOD             MNDT
 PP0346
 PP0346                          STATION DESCRIPTION
 PP0346
 PP0346'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0346'1.0 MI N FROM PINE ISLAND.
 PP0346'MARK IS LOCATED 0.7 MILES NORTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0346'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 0.3 MILES
 PP0346'NORTH ALONG T.H. 52, ABOUT 0.1 MILES NORTHEAST OF A ROADSIDE PARK,
 PP0346'ABOUT 400 FEET NORTH OF A CROSS-OVER LEADING TO THE ROADSIDE PARK, 93
 PP0346'FEET EAST OF THE CENTERLINE OF T.H. 52 NORTHBOUND LANE OF MILE POST
 PP0346'72.5, 100 FEET SOUTHEAST OF A 2 INCH PINE (ONE OF SEVEN ON HILLSIDE),
 PP0346'1 FOOT WEST OF A STEEL WITNESS POST, IN THE TOP OF A SIX FOOT PRECAST
 PP0346'CONCRETE MONUMENT ABOUT 2 FEET LOWER THAN T.H. 52 AND SET FLUSH WITH
 PP0346'THE GROUND.  NW 1/4 SECTION 29, T 109N, R 15W.
 PP0346
 PP0346                          STATION RECOVERY (2001)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PP0346'1 MI NORTH OF PINE ISLAND, 0.3 MI NORTH OF JCT OF CO RD 3 AND TH 52,
 PP0346'93 FT EAST OF NB TH 52, AT TH 52 MP 72.5, 400 FT NORTH OF CROSSOVER TO
 PP0346'ROADSIDE PARK, 100 FT SE OF 2 INCH PINE TREE (1 OF 7), 0.5 FT WEST OF
 PP0346'WIT POST
 PP0346
 PP0346                          STATION RECOVERY (2002)
 PP0346
 PP0346'RECOVERY NOTE BY US POWER SQUADRON 2002 (JS)
 PP0346'REVISE AS FOLLOWS
 PP0346'THENCE 0.3 MILES N ALONG T.H.52, ABOUT 125 FT S OF ROADSIDE PARK, 250
 PP0346'FT E OF CROSSOVER, 200 FT S OF A PINE TREE CLUSTER AND ADJACENT TO
 PP0346'UNDERGROUND TELEPHONE CABLE MARKER AND R/W SIGN POST.
 PP0346
 PP0346                          STATION RECOVERY (2006)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0346'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0346'THE MARK IS 1.0 MILE (1.6 KM) NORTH OF PINE ISLAND, 0.3 MILE (0.5 KM)
 PP0346'NORTH OF JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 52, AT TRUNK
 PP0346'HIGHWAY 52 MILEPOINT 72.5, 93 FEET (28.3 M) EAST OF NORTHBOUND TRUNK
 PP0346'HIGHWAY 52, 400 FEET (121.9 M) NORTH OF CROSSOVER TO ROADSIDE PARK,
 PP0346'100 FEET (30.5 M) SOUTHEAST OF PINE TREE (OF 7), 0.5 FOOT (15.2 CM)
 PP0346'WEST OF WITNESS POST.
 PP0346
 PP0346                          STATION RECOVERY (2006)
 PP0346
 PP0346'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEH)
 PP0346'RECOVERED IN GOOD CONDITION.
 PP0346
 PP0346                          STATION RECOVERY (2007)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP0346'1 MILE NORTH OF PINE ISLAND, 0.3 MILE NORTH OF JUNCTION OF COUNTY ROAD
 PP0346'3 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILEPOINT 72.5, 93 FEET
 PP0346'EAST OF NORTHBOUND TRUNK HIGHWAY 52, 400 FEET NORTH OF CROSSOVER TO
 PP0346'ROADSIDE PARK, 100 FEET SOUTHEAST OF PINE TREE ( OF 7), 0.5 FOOT WEST
 PP0346'OF WITNESS POST.
 PP0346
 PP0346                          STATION RECOVERY (2009)
 PP0346
 PP0346'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0346'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0360 ***********************************************************************
 PP0360  DESIGNATION -  2506 A
 PP0360  PID         -  PP0360
 PP0360  STATE/COUNTY-  MN/GOODHUE
 PP0360  COUNTRY     -  US
 PP0360  USGS QUAD   -  ZUMBROTA (1968)
 PP0360
 PP0360                         *CURRENT SURVEY CONTROL
 PP0360  ______________________________________________________________________
 PP0360* NAD 83(2007) POSITION- 44 16 58.65930(N) 092 40 27.44321(W)   ADJUSTED  
 PP0360* NAD 83(2007) ELLIP HT-   280.594 (meters)        (07/30/09)   ADJUSTED
 PP0360* NAD 83(2007) EPOCH   -  2002.00
 PP0360* NAVD 88 ORTHO HEIGHT -   310.532  (meters)    1018.80  (feet) ADJUSTED  
 PP0360  ______________________________________________________________________
 PP0360  NAD 83(2007) X  -   -213,404.443 (meters)                     COMP
 PP0360  NAD 83(2007) Y  - -4,568,799.330 (meters)                     COMP
 PP0360  NAD 83(2007) Z  -  4,430,850.409 (meters)                     COMP
 PP0360  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC09
 PP0360  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 PP0360  DYNAMIC HEIGHT  -        310.475 (meters)     1018.62  (feet) COMP
 PP0360  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 PP0360
 PP0360  HORZ ORDER      -  FIRST
 PP0360  VERT ORDER      -  SECOND    CLASS 0
 PP0360  ELLP ORDER      -  THIRD     CLASS II
 PP0360
 PP0360.The horizontal coordinates were established by GPS observations
 PP0360.and adjusted by the National Geodetic Survey in July 2009.
 PP0360
 PP0360.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0360.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0360
 PP0360.The horizontal coordinates are valid at the epoch date displayed above
 PP0360.which is a decimal equivalence of Year/Month/Day.
 PP0360
 PP0360.The orthometric height was determined by differential leveling and
 PP0360.adjusted in June 1991.
 PP0360
 PP0360.Photographs are available for this station.
 PP0360
 PP0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0360
 PP0360.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0360
 PP0360.The ellipsoidal height was determined by GPS observations
 PP0360.and is referenced to NAD 83.
 PP0360
 PP0360.The dynamic height is computed by dividing the NAVD 88
 PP0360.geopotential number by the normal gravity value computed on the
 PP0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0360.degrees latitude (g = 980.6199 gals.).
 PP0360
 PP0360.The modeled gravity was interpolated from observed gravity values.
 PP0360
 PP0360. The following values were computed from the NAD 83(2007) position.
 PP0360
 PP0360;                    North         East     Units Scale Factor Converg.
 PP0360;SPC MN S     -   243,409.473   905,811.402   MT  0.99992928   +0 55 45.2
 PP0360;SPC MN S     -   798,585.91  2,971,816.24   sFT  0.99992928   +0 55 45.2
 PP0360;UTM  15      - 4,903,353.045   525,989.104   MT  0.99960831   +0 13 38.7
 PP0360
 PP0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0360!SPC MN S     -   0.99995600  x   0.99992928  =   0.99988529
 PP0360!UTM  15      -   0.99995600  x   0.99960831  =   0.99956433
 PP0360
 PP0360                          SUPERSEDED SURVEY CONTROL
 PP0360
 PP0360  NAD 83(1996)-  44 16 58.65897(N)    092 40 27.44260(W) AD(       ) 1
 PP0360  ELLIP H (03/06/08)  280.636  (m)                       GP(       ) 3 2
 PP0360  NAVD 88 (03/06/08)  310.53   (m)         1018.8    (f) LEVELING    3  
 PP0360  NGVD 29 (??/??/92)  310.490  (m)         1018.67   (f) ADJ UNCH    2 0
 PP0360
 PP0360.Superseded values are not recommended for survey control.
 PP0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0360.See file dsdata.txt to determine how the superseded data were derived.
 PP0360
 PP0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2598903353(NAD 83)
 PP0360
 PP0360_MARKER: DB = BENCH MARK DISK
 PP0360_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0360_STAMPING: 2506 A 1961
 PP0360_MARK LOGO: MNHD  
 PP0360_PROJECTION: RECESSED 10 CENTIMETERS
 PP0360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0360+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2009
 PP0360
 PP0360  HISTORY     - Date     Condition        Report By
 PP0360  HISTORY     - 1961     MONUMENTED       MNHD
 PP0360  HISTORY     - 1972     GOOD             MNDT
 PP0360  HISTORY     - 20041007 GOOD             MNDT
 PP0360  HISTORY     - 20041007 GOOD             MNDT
 PP0360  HISTORY     - 20060823 GOOD             MNDT
 PP0360  HISTORY     - 20090623 GOOD             MNDT
 PP0360
 PP0360                          STATION DESCRIPTION
 PP0360
 PP0360'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0360'1.2 MI S FROM ZUMBROTA.
 PP0360'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0360'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.25 MILES NORTHWEST
 PP0360'ALONG T.H. 52, ABOUT 200 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 52
 PP0360'SOUTHBOUND AT MILE POINT 77.5 (STA. 1149+00), 109 FEET SOUTHWEST OF
 PP0360'THE CENTERLINE OF COUNTY ROAD 10, 50 FEET NORTHWEST OF THE WEST
 PP0360'CONCRETE RETAINING WALL OF AN ENERGY DISSIPATOR, 12 FEET EAST OF A R/W
 PP0360'POST, ABOUT 130 FEET NORTH OF A DOUBLE POWER POLE, 27 FEET SOUTH OF A
 PP0360'FIELD ENTRANCE, 0.5 FEET NORTHEAST OF A STEEL WITNESS POST, IN THE TOP
 PP0360'OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE
 PP0360'ROADWAY AND FLUSH WITH THE GROUND.  SE 1/4 SECTION 36, T 110N, R 16W.
 PP0360
 PP0360                          STATION RECOVERY (2004)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0360'1.2 MILES SOUTH OF ZUMBROTA, 0.9 MILES SOUTH ALONG TRUNK HIGHWAY 58
 PP0360'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 10 IN ZUMBROTA,
 PP0360'0.25 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY
 PP0360'52, AT TRUNK HIGHWAY 52 MILEPOINT 77.5, 200 FEET SOUTHWEST OF
 PP0360'SOUTHBOUND TRUNK HIGHWAY 52, 109 FEET SOUTHWEST OF COUNTY ROAD 10, 50
 PP0360'FEET NORTHWEST OF WEST WALL OF DISSIPATOR, 12 FEET EAST OF RIGHT OF
 PP0360'WAY POST, 130 FEET NORTH OF DOUBLE POWER POLE, 27 FEET SOUTH OF FIELD
 PP0360'ENTRANCE, 0.5 FEET NORTHEAST OF WITNESS POST
 PP0360
 PP0360                          STATION RECOVERY (2004)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0360'1.2 MILES SOUTH OF ZUMBROTA, 0.9 MILES SOUTH ALONG TRUNK HIGHWAY 58
 PP0360'FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD 10 IN ZUMBROTA,
 PP0360'0.25 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY
 PP0360'52, AT TRUNK HIGHWAY 52 MILEPOINT 77.5, 200 FEET SOUTHWEST OF
 PP0360'SOUTHBOUND TRUNK HIGHWAY 52, 109 FEET SOUTHWEST OF COUNTY ROAD 10, 50
 PP0360'FEET NORTHWEST OF WEST WALL OF DISSIPATOR, 12 FEET EAST OF RIGHT OF
 PP0360'WAY POST, 130 FEET NORTH OF DOUBLE POWER POLE, 27 FEET SOUTH OF FIELD
 PP0360'ENTRANCE, 0.5 FEET NORTHEAST OF WITNESS POST
 PP0360
 PP0360                          STATION RECOVERY (2006)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0360'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0360'THE MARK IS 1.2 MILES (1.9 KM) SOUTH OF ZUMBROTA, 0.9 MILE (1.4 KM)
 PP0360'SOUTH ALONG TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND
 PP0360'COUNTY ROAD 10 IN ZUMBROTA, 0.25 MILE (0.40 KM) NORTHWEST OF JUNCTION
 PP0360'OF TRUNK HIGHWAY 58 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52
 PP0360'MILEPOINT 77.5, 200 FEET (61.0 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0360'HIGHWAY 52, 109 FEET (33.2 M) SOUTHWEST OF COUNTY ROAD 10, 130 FEET
 PP0360'(39.6 M) NORTH OF DOUBLE POWER POLE, 27.0 FEET (8.2 M) NORTH OF FIRE
 PP0360'HYDRANT, 20.5 FEET (6.2 M) SOUTHEAST OF ENTRANCE TO GROOVER CAR DEALER
 PP0360'SHIP, 0.5 FOOT (15.2 CM) NORTHEAST OF WITNESS POST.
 PP0360
 PP0360                          STATION RECOVERY (2009)
 PP0360
 PP0360'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0360'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0270 ***********************************************************************
 PP0270  DESIGNATION -  2506 AB
 PP0270  PID         -  PP0270
 PP0270  STATE/COUNTY-  MN/GOODHUE
 PP0270  COUNTRY     -  US
 PP0270  USGS QUAD   -  WHITE ROCK (1982)
 PP0270
 PP0270                         *CURRENT SURVEY CONTROL
 PP0270  ______________________________________________________________________
 PP0270* NAD 83(1986) POSITION- 44 22 40.00   (N) 092 48 47.00   (W)   HD_HELD1  
 PP0270* NAVD 88 ORTHO HEIGHT -   349.519  (meters)    1146.71  (feet) ADJUSTED  
 PP0270  ______________________________________________________________________
 PP0270  GEOID HEIGHT    -        -29.59  (meters)                     GEOID09
 PP0270  DYNAMIC HEIGHT  -        349.459 (meters)     1146.52  (feet) COMP
 PP0270  MODELED GRAVITY -    980,435.8   (mgal)                       NAVD 88
 PP0270
 PP0270  VERT ORDER      -  SECOND    CLASS 0
 PP0270
 PP0270.The horizontal coordinates were established by differentially corrected
 PP0270.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0270.
 PP0270.The orthometric height was determined by differential leveling and
 PP0270.adjusted in June 1991.
 PP0270
 PP0270.Photographs are available for this station.
 PP0270
 PP0270.The dynamic height is computed by dividing the NAVD 88
 PP0270.geopotential number by the normal gravity value computed on the
 PP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0270.degrees latitude (g = 980.6199 gals.).
 PP0270
 PP0270.The modeled gravity was interpolated from observed gravity values.
 PP0270
 PP0270;                    North         East    Units  Estimated Accuracy
 PP0270;SPC MN S     -   253,773.3     894,583.7     MT  (+/- 3 meters HH1 GPS) 
 PP0270
 PP0270                          SUPERSEDED SURVEY CONTROL
 PP0270
 PP0270  NGVD 29 (??/??/92)  349.472  (m)         1146.56   (f) ADJ UNCH    2 0
 PP0270
 PP0270.Superseded values are not recommended for survey control.
 PP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0270.See file dsdata.txt to determine how the superseded data were derived.
 PP0270
 PP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1489213850(NAD 83)
 PP0270
 PP0270_MARKER: DB = BENCH MARK DISK
 PP0270_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0270_SP_SET: HEADWALL BOX CULVERT
 PP0270_STAMPING: 2506 AB 1972
 PP0270_MARK LOGO: MNHD  
 PP0270_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0270+STABILITY: SURFACE MOTION
 PP0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0270+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 PP0270
 PP0270  HISTORY     - Date     Condition        Report By
 PP0270  HISTORY     - 1972     MONUMENTED       MNDT
 PP0270  HISTORY     - 20090805 GOOD             MNDT
 PP0270
 PP0270                          STATION DESCRIPTION
 PP0270
 PP0270'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0270'1.1 MI NW FROM HADER.
 PP0270'MARK IS LOCATED 1.1 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0270'T.H. 52 AND T.H. 57 AT HADER, 57 FEET NORTHEAST OF, AND 18 FEET LOWER
 PP0270'THAN, THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 87.3, IN THE
 PP0270'SOUTHEAST (MOST EASTERLY) CORNER OF A 6 BY 8 FOOT CONCRETE BOX CULVERT
 PP0270'UNDER T.H. 52.  NE 1/4 SECTION 35, T 111, R 17.
 PP0270
 PP0270                          STATION RECOVERY (2009)
 PP0270
 PP0270'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0271 ***********************************************************************
 PP0271  DESIGNATION -  2506 AC
 PP0271  PID         -  PP0271
 PP0271  STATE/COUNTY-  MN/GOODHUE
 PP0271  COUNTRY     -  US
 PP0271  USGS QUAD   -  WHITE ROCK (1982)
 PP0271
 PP0271                         *CURRENT SURVEY CONTROL
 PP0271  ______________________________________________________________________
 PP0271* NAD 83(1986) POSITION- 44 22 48.00   (N) 092 48 58.00   (W)   HD_HELD1  
 PP0271* NAVD 88 ORTHO HEIGHT -   363.122  (meters)    1191.34  (feet) ADJUSTED  
 PP0271  ______________________________________________________________________
 PP0271  GEOID HEIGHT    -        -29.58  (meters)                     GEOID09
 PP0271  DYNAMIC HEIGHT  -        363.060 (meters)     1191.14  (feet) COMP
 PP0271  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 PP0271
 PP0271  VERT ORDER      -  SECOND    CLASS 0
 PP0271
 PP0271.The horizontal coordinates were established by differentially corrected
 PP0271.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0271.
 PP0271.The orthometric height was determined by differential leveling and
 PP0271.adjusted in June 1991.
 PP0271
 PP0271.Photographs are available for this station.
 PP0271
 PP0271.The dynamic height is computed by dividing the NAVD 88
 PP0271.geopotential number by the normal gravity value computed on the
 PP0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0271.degrees latitude (g = 980.6199 gals.).
 PP0271
 PP0271.The modeled gravity was interpolated from observed gravity values.
 PP0271
 PP0271;                    North         East    Units  Estimated Accuracy
 PP0271;SPC MN S     -   254,016.6     894,336.6     MT  (+/- 3 meters HH1 GPS) 
 PP0271
 PP0271                          SUPERSEDED SURVEY CONTROL
 PP0271
 PP0271  NGVD 29 (??/??/92)  363.076  (m)         1191.19   (f) ADJ UNCH    2 0
 PP0271
 PP0271.Superseded values are not recommended for survey control.
 PP0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0271.See file dsdata.txt to determine how the superseded data were derived.
 PP0271
 PP0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1464814096(NAD 83)
 PP0271
 PP0271_MARKER: DB = BENCH MARK DISK
 PP0271_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0271_STAMPING: 2506 AC 1972
 PP0271_MARK LOGO: MNHD  
 PP0271_PROJECTION: PROJECTING 8 CENTIMETERS
 PP0271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0271+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 PP0271
 PP0271  HISTORY     - Date     Condition        Report By
 PP0271  HISTORY     - 1972     MONUMENTED       MNDT
 PP0271  HISTORY     - 20040918 GOOD             USPSQD
 PP0271  HISTORY     - 20090805 GOOD             MNDT
 PP0271
 PP0271                          STATION DESCRIPTION
 PP0271
 PP0271'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0271'1.3 MI NW FROM HADER.
 PP0271'MARK IS LOCATED 1.3 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0271'T.H. 52 AND T.H. 57 AT HADER, 90 FEET NORTHEAST OF, AND 10 FEET HIGHER
 PP0271'THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 87.5, 35 FEET
 PP0271'NORTHEAST OF A DRIVEWAY, 27 FEET SOUTH OF A POWER POLE, 9 FEET NORTH
 PP0271'OF A LIGHT POLE, 0.9 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0271'PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES.  NE 1/4 SECTION 35, T
 PP0271'111, R 17.
 PP0271
 PP0271                          STATION RECOVERY (2004)
 PP0271
 PP0271'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0271'RECOVERED IN GOOD CONDITION.
 PP0271
 PP0271                          STATION RECOVERY (2009)
 PP0271
 PP0271'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0274 ***********************************************************************
 PP0274  DESIGNATION -  2506 AD
 PP0274  PID         -  PP0274
 PP0274  STATE/COUNTY-  MN/GOODHUE
 PP0274  COUNTRY     -  US
 PP0274  USGS QUAD   -  WHITE ROCK (1982)
 PP0274
 PP0274                         *CURRENT SURVEY CONTROL
 PP0274  ______________________________________________________________________
 PP0274* NAD 83(1986) POSITION- 44 23 41.00   (N) 092 50 12.00   (W)   HD_HELD1  
 PP0274* NAVD 88 ORTHO HEIGHT -   364.106  (meters)    1194.57  (feet) ADJUSTED  
 PP0274  ______________________________________________________________________
 PP0274  GEOID HEIGHT    -        -29.52  (meters)                     GEOID09
 PP0274  DYNAMIC HEIGHT  -        364.046 (meters)     1194.37  (feet) COMP
 PP0274  MODELED GRAVITY -    980,442.1   (mgal)                       NAVD 88
 PP0274
 PP0274  VERT ORDER      -  SECOND    CLASS 0
 PP0274
 PP0274.The horizontal coordinates were established by differentially corrected
 PP0274.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0274.
 PP0274.The orthometric height was determined by differential leveling and
 PP0274.adjusted in June 1991.
 PP0274
 PP0274.The dynamic height is computed by dividing the NAVD 88
 PP0274.geopotential number by the normal gravity value computed on the
 PP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0274.degrees latitude (g = 980.6199 gals.).
 PP0274
 PP0274.The modeled gravity was interpolated from observed gravity values.
 PP0274
 PP0274;                    North         East    Units  Estimated Accuracy
 PP0274;SPC MN S     -   255,628.8     892,675.5     MT  (+/- 3 meters HH1 GPS) 
 PP0274
 PP0274                          SUPERSEDED SURVEY CONTROL
 PP0274
 PP0274  NGVD 29 (??/??/92)  364.063  (m)         1194.43   (f) ADJ UNCH    2 0
 PP0274
 PP0274.Superseded values are not recommended for survey control.
 PP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0274.See file dsdata.txt to determine how the superseded data were derived.
 PP0274
 PP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1300715728(NAD 83)
 PP0274
 PP0274_MARKER: DD = SURVEY DISK
 PP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0274_STAMPING: 2506-AD 1972
 PP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0274+STABILITY: SURFACE MOTION
 PP0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0274+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0274
 PP0274  HISTORY     - Date     Condition        Report By
 PP0274  HISTORY     - 1972     MONUMENTED       MNDT
 PP0274  HISTORY     - 20040918 GOOD             USPSQD
 PP0274  HISTORY     - 20090805 MARK NOT FOUND   MNDT
 PP0274
 PP0274                          STATION DESCRIPTION
 PP0274
 PP0274'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0274'2.7 MI NW FROM HADER.
 PP0274'MARK IS LOCATED 2.7 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0274'T.H. 52 AND T.H. 57 AT HADER, 0.45 MILES SOUTHEAST OF COUNTY ROAD 9,
 PP0274'97 FEET NORTHEAST OF, AND 4 FEET LOWER THAN, THE CENTERLINE OF NORTH
 PP0274'BOUND T.H. 52 AT MILE POINT 88.9, 66 FEET NORTH OF A POWER POLE, 59
 PP0274'FEET EAST OF THE EAST END OF AN 18 INCH CONCRETE CULVERT UNDER T.H.
 PP0274'52, 2.8 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 PP0274'CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  NE 1/4 SECTION 27, T
 PP0274'111N, R 17W.
 PP0274
 PP0274                          STATION RECOVERY (2004)
 PP0274
 PP0274'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0274'RECOVERED IN GOOD CONDITION.
 PP0274
 PP0274                          STATION RECOVERY (2009)
 PP0274
 PP0274'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0274'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0275 ***********************************************************************
 PP0275  DESIGNATION -  2506 AE
 PP0275  PID         -  PP0275
 PP0275  STATE/COUNTY-  MN/GOODHUE
 PP0275  COUNTRY     -  US
 PP0275  USGS QUAD   -  WHITE ROCK (1982)
 PP0275
 PP0275                         *CURRENT SURVEY CONTROL
 PP0275  ______________________________________________________________________
 PP0275* NAD 83(1986) POSITION- 44 24 09.0    (N) 092 50 51.0    (W)   HD_HELD2  
 PP0275* NAVD 88 ORTHO HEIGHT -   357.281  (meters)    1172.18  (feet) ADJUSTED  
 PP0275  ______________________________________________________________________
 PP0275  GEOID HEIGHT    -        -29.49  (meters)                     GEOID09
 PP0275  DYNAMIC HEIGHT  -        357.223 (meters)     1171.99  (feet) COMP
 PP0275  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PP0275
 PP0275  VERT ORDER      -  SECOND    CLASS 0
 PP0275
 PP0275.The horizontal coordinates were established by autonomous hand held GPS
 PP0275.observations and have an estimated accuracy of +/- 10 meters.
 PP0275.
 PP0275.The orthometric height was determined by differential leveling and
 PP0275.adjusted in June 1991.
 PP0275
 PP0275.Photographs are available for this station.
 PP0275
 PP0275.The dynamic height is computed by dividing the NAVD 88
 PP0275.geopotential number by the normal gravity value computed on the
 PP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0275.degrees latitude (g = 980.6199 gals.).
 PP0275
 PP0275.The modeled gravity was interpolated from observed gravity values.
 PP0275
 PP0275;                    North         East    Units  Estimated Accuracy
 PP0275;SPC MN S     -   256,481.      891,800.      MT  (+/- 10 meters HH2 GPS)
 PP0275
 PP0275                          SUPERSEDED SURVEY CONTROL
 PP0275
 PP0275  NGVD 29 (??/??/92)  357.238  (m)         1172.04   (f) ADJ UNCH    2 0
 PP0275
 PP0275.Superseded values are not recommended for survey control.
 PP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0275.See file dsdata.txt to determine how the superseded data were derived.
 PP0275
 PP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1214316590(NAD 83)
 PP0275
 PP0275_MARKER: DB = BENCH MARK DISK
 PP0275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0275_SP_SET: HEADWALL BOX CULVERT
 PP0275_STAMPING: 2506 AE 1972
 PP0275_MARK LOGO: MNHD  
 PP0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0275+STABILITY: SURFACE MOTION
 PP0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0275+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 PP0275
 PP0275  HISTORY     - Date     Condition        Report By
 PP0275  HISTORY     - 1972     MONUMENTED       MNDT
 PP0275  HISTORY     - 20040918 GOOD             USPSQD
 PP0275  HISTORY     - 20090806 GOOD             MNDT
 PP0275
 PP0275                          STATION DESCRIPTION
 PP0275
 PP0275'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0275'3.5 MI NW FROM HADER.
 PP0275'MARK IS LOCATED 3.5 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0275'T.H. 52 AND T.H. 57 AT HADER, 0.3 MILES NORTHWEST OF COUNTY ROAD 9, 49
 PP0275'FEET NORTHEAST OF AND 10 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND
 PP0275'T.H. 52 AT MILE POINT 89.65, IN THE SOUTHEAST (MOST EASTERLY) CORNER
 PP0275'OF A 6 BY 12 FOOT CONCRETE BOX CULVERT UNDER T.H. 52. SW 1/4 SECTION
 PP0275'22, T 111, R 17.
 PP0275
 PP0275                          STATION RECOVERY (2004)
 PP0275
 PP0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0275'RECOVERED IN GOOD CONDITION.
 PP0275
 PP0275                          STATION RECOVERY (2009)
 PP0275
 PP0275'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0275'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0278 ***********************************************************************
 PP0278  DESIGNATION -  2506 AF
 PP0278  PID         -  PP0278
 PP0278  STATE/COUNTY-  MN/GOODHUE
 PP0278  COUNTRY     -  US
 PP0278  USGS QUAD   -  WHITE ROCK (1982)
 PP0278
 PP0278                         *CURRENT SURVEY CONTROL
 PP0278  ______________________________________________________________________
 PP0278* NAD 83(1986) POSITION- 44 24 52.00   (N) 092 51 55.00   (W)   HD_HELD1  
 PP0278* NAVD 88 ORTHO HEIGHT -   364.284  (meters)    1195.16  (feet) ADJUSTED  
 PP0278  ______________________________________________________________________
 PP0278  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 PP0278  DYNAMIC HEIGHT  -        364.227 (meters)     1194.97  (feet) COMP
 PP0278  MODELED GRAVITY -    980,449.5   (mgal)                       NAVD 88
 PP0278
 PP0278  VERT ORDER      -  SECOND    CLASS 0
 PP0278
 PP0278.The horizontal coordinates were established by differentially corrected
 PP0278.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0278.
 PP0278.The orthometric height was determined by differential leveling and
 PP0278.adjusted in June 1991.
 PP0278
 PP0278.The dynamic height is computed by dividing the NAVD 88
 PP0278.geopotential number by the normal gravity value computed on the
 PP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0278.degrees latitude (g = 980.6199 gals.).
 PP0278
 PP0278.The modeled gravity was interpolated from observed gravity values.
 PP0278
 PP0278;                    North         East    Units  Estimated Accuracy
 PP0278;SPC MN S     -   257,787.9     890,366.0     MT  (+/- 3 meters HH1 GPS) 
 PP0278
 PP0278                          SUPERSEDED SURVEY CONTROL
 PP0278
 PP0278  NGVD 29 (??/??/92)  364.244  (m)         1195.02   (f) ADJ UNCH    2 0
 PP0278
 PP0278.Superseded values are not recommended for survey control.
 PP0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0278.See file dsdata.txt to determine how the superseded data were derived.
 PP0278
 PP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1072517914(NAD 83)
 PP0278
 PP0278_MARKER: DD = SURVEY DISK
 PP0278_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0278_SP_SET: CULVERT
 PP0278_STAMPING: 2506-AF 1972
 PP0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0278
 PP0278  HISTORY     - Date     Condition        Report By
 PP0278  HISTORY     - 1972     MONUMENTED       MNDT
 PP0278  HISTORY     - 20090806 MARK NOT FOUND   MNDT
 PP0278
 PP0278                          STATION DESCRIPTION
 PP0278
 PP0278'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0278'4.6 MI NW FROM HADER.
 PP0278'MARK IS LOCATED 4.65 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION
 PP0278'OF T.H. 52 AND T.H. 57 IN HADER, 0.4 MILES SOUTHEAST OF COUNTY ROAD 1
 PP0278'(SOUTH), IN THE MEDIAN OF T.H. 52, 61 FEET SOUTHWEST OF AND 1 FOOT
 PP0278'LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 90.85,
 PP0278'IN THE SOUTHEAST (MOST EASTERLY) CORNER OF A 4 BY 6 FOOT CONCRETE BOX
 PP0278'CULVERT UNDER SOUTH BOUND T.H. 52.  SW 1/4 SECTION 16, T 111, R 17.
 PP0278
 PP0278                          STATION RECOVERY (2009)
 PP0278
 PP0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0278'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0279 ***********************************************************************
 PP0279  DESIGNATION -  2506 AG
 PP0279  PID         -  PP0279
 PP0279  STATE/COUNTY-  MN/GOODHUE
 PP0279  COUNTRY     -  US
 PP0279  USGS QUAD   -  WHITE ROCK (1982)
 PP0279
 PP0279                         *CURRENT SURVEY CONTROL
 PP0279  ______________________________________________________________________
 PP0279* NAD 83(2007) POSITION- 44 24 56.64176(N) 092 51 58.42739(W)   ADJUSTED  
 PP0279* NAD 83(2007) ELLIP HT-   333.349 (meters)        (02/10/07)   ADJUSTED
 PP0279* NAD 83(2007) EPOCH   -  2002.00
 PP0279* NAVD 88 ORTHO HEIGHT -   362.771  (meters)    1190.19  (feet) ADJUSTED  
 PP0279  ______________________________________________________________________
 PP0279  NAD 83(2007) X  -   -228,194.786 (meters)                     COMP
 PP0279  NAD 83(2007) Y  - -4,557,795.647 (meters)                     COMP
 PP0279  NAD 83(2007) Z  -  4,441,437.959 (meters)                     COMP
 PP0279  LAPLACE CORR    -         -8.60  (seconds)                    DEFLEC09
 PP0279  GEOID HEIGHT    -        -29.43  (meters)                     GEOID09
 PP0279  DYNAMIC HEIGHT  -        362.714 (meters)     1190.00  (feet) COMP
 PP0279  MODELED GRAVITY -    980,449.9   (mgal)                       NAVD 88
 PP0279
 PP0279  VERT ORDER      -  SECOND    CLASS 0
 PP0279
 PP0279  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP0279  Type                                         Horiz  Ellip  Dist(km)
 PP0279  -------------------------------------------------------------------
 PP0279  NETWORK                                       0.97   1.12
 PP0279  -------------------------------------------------------------------
 PP0279  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.99   1.18      2.48
 PP0279  -------------------------------------------------------------------
 PP0279  NOTE: Click here for information on individual local accuracy
 PP0279  values and other accuracy information.
 PP0279
 PP0279
 PP0279.The horizontal coordinates were established by GPS observations
 PP0279.and adjusted by the National Geodetic Survey in February 2007.
 PP0279
 PP0279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0279.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0279
 PP0279.The horizontal coordinates are valid at the epoch date displayed above
 PP0279.which is a decimal equivalence of Year/Month/Day.
 PP0279
 PP0279.The orthometric height was determined by differential leveling and
 PP0279.adjusted in June 1991.
 PP0279
 PP0279.Photographs are available for this station.
 PP0279
 PP0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0279
 PP0279.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0279
 PP0279.The ellipsoidal height was determined by GPS observations
 PP0279.and is referenced to NAD 83.
 PP0279
 PP0279.The dynamic height is computed by dividing the NAVD 88
 PP0279.geopotential number by the normal gravity value computed on the
 PP0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0279.degrees latitude (g = 980.6199 gals.).
 PP0279
 PP0279.The modeled gravity was interpolated from observed gravity values.
 PP0279
 PP0279. The following values were computed from the NAD 83(2007) position.
 PP0279
 PP0279;                    North         East     Units Scale Factor Converg.
 PP0279;SPC MN S     -   257,930.089   890,288.185   MT  0.99992316   +0 47 40.9
 PP0279;SPC MN S     -   846,225.63  2,920,887.15   sFT  0.99992316   +0 47 40.9
 PP0279;UTM  15      - 4,918,057.868   510,649.733   MT  0.99960139   +0 05 37.0
 PP0279
 PP0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0279!SPC MN S     -   0.99994773  x   0.99992316  =   0.99987090
 PP0279!UTM  15      -   0.99994773  x   0.99960139  =   0.99954915
 PP0279
 PP0279                          SUPERSEDED SURVEY CONTROL
 PP0279
 PP0279  NAD 83(1996)-  44 24 56.64131(N)    092 51 58.42689(W) AD(       ) 1
 PP0279  ELLIP H (11/05/04)  333.396  (m)                       GP(       ) 4 1
 PP0279  NAVD 88 (11/05/04)  362.77   (m)         1190.2    (f) LEVELING    3  
 PP0279  NGVD 29 (??/??/92)  362.730  (m)         1190.06   (f) ADJ UNCH    2 0
 PP0279
 PP0279.Superseded values are not recommended for survey control.
 PP0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0279.See file dsdata.txt to determine how the superseded data were derived.
 PP0279
 PP0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1064918057(NAD 83)
 PP0279
 PP0279_MARKER: DB = BENCH MARK DISK
 PP0279_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0279_STAMPING: 2506 AG 1972
 PP0279_MARK LOGO: MNHD  
 PP0279_PROJECTION: RECESSED 5 CENTIMETERS
 PP0279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0279+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2009
 PP0279
 PP0279  HISTORY     - Date     Condition        Report By
 PP0279  HISTORY     - 1972     MONUMENTED       MNHD
 PP0279  HISTORY     - 20031118 GOOD             MNDT
 PP0279  HISTORY     - 20040918 GOOD             USPSQD
 PP0279  HISTORY     - 20060905 GOOD             MNDT
 PP0279  HISTORY     - 20090816 GOOD             MNDT
 PP0279
 PP0279                          STATION DESCRIPTION
 PP0279
 PP0279'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0279'4.75 MI NW FROM HADER.
 PP0279'MARK IS LOCATED 4.75 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION
 PP0279'OF T.H. 52 AND T.H. 57 IN HADER, 0.25 MILES SOUTHEAST OF COUNTY ROAD 1
 PP0279'(SOUTH), 96.5 FEET NORTHEAST OF, AND 3 FEET LOWER THAN THE CENTERLINE
 PP0279'OF NORTH BOUND T.H. 52 AT MILE POINT 91.0, 57 FEET SOUTH OF A POWER
 PP0279'POLE, 2.2 FEET WEST OF A STEEL WITNESS POST IN A 6 FOOT PRECAST
 PP0279'CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  SW 1/4 SECTION 16, T
 PP0279'111, R 17.
 PP0279
 PP0279                          STATION RECOVERY (2003)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS)
 PP0279'4.75 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0279'57 AT HADER, 0.25 MILES SOUTHEAST OF COUNTY ROAD 1 SOUTH, AT TRUNK
 PP0279'HIGHWAY 52 MILEPOINT 91.0, 96.5 FEET NORTHEAST OF NORTHBOUND TRUNK
 PP0279'HIGHWAY 52, 57 FEET SOUTHEAST OF POWER POLE, 2.2 FEET WEST OF WITNESS
 PP0279'POST
 PP0279
 PP0279                          STATION RECOVERY (2004)
 PP0279
 PP0279'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0279'RECOVERED IN GOOD CONDITION.
 PP0279
 PP0279                          STATION RECOVERY (2006)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 PP0279'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0279'THE MARK IS 4.75 MILES (7.64 KM) NORTHWEST FROM HADER, 4.75 MILES
 PP0279'(7.64 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK
 PP0279'HIGHWAY 52 AND TRUNK HIGHWAY 57 AT HADER, 0.25 MILE (0.40 KM)
 PP0279'SOUTHEAST OF COUNTY ROAD 1 (SOUTH), AT TRUNK HIGHWAY 52 MILEPOINT
 PP0279'91.0, 96.5 FEET (29.4 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 57
 PP0279'FEET (17.4 M) SOUTHEAST OF POWER POLE, 2.2 FEET (0.7 M) WEST OF
 PP0279'WITNESS POST.
 PP0279
 PP0279                          STATION RECOVERY (2009)
 PP0279
 PP0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0279'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0282 ***********************************************************************
 PP0282  DESIGNATION -  2506 AH
 PP0282  PID         -  PP0282
 PP0282  STATE/COUNTY-  MN/GOODHUE
 PP0282  COUNTRY     -  US
 PP0282  USGS QUAD   -  SOGN (1980)
 PP0282
 PP0282                         *CURRENT SURVEY CONTROL
 PP0282  ______________________________________________________________________
 PP0282* NAD 83(1986) POSITION- 44 25 46.     (N) 092 52 48.     (W)   SCALED    
 PP0282* NAVD 88 ORTHO HEIGHT -   350.348  (meters)    1149.43  (feet) ADJUSTED  
 PP0282  ______________________________________________________________________
 PP0282  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 PP0282  DYNAMIC HEIGHT  -        350.294 (meters)     1149.26  (feet) COMP
 PP0282  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PP0282
 PP0282  VERT ORDER      -  SECOND    CLASS 0
 PP0282
 PP0282.The horizontal coordinates were scaled from a topographic map and have
 PP0282.an estimated accuracy of +/- 6 seconds.
 PP0282.
 PP0282.The orthometric height was determined by differential leveling and
 PP0282.adjusted in June 1991.
 PP0282
 PP0282.Photographs are available for this station.
 PP0282
 PP0282.The dynamic height is computed by dividing the NAVD 88
 PP0282.geopotential number by the normal gravity value computed on the
 PP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0282.degrees latitude (g = 980.6199 gals.).
 PP0282
 PP0282.The modeled gravity was interpolated from observed gravity values.
 PP0282
 PP0282;                    North         East    Units  Estimated Accuracy
 PP0282;SPC MN S     -   259,440.      889,170.      MT  (+/- 180 meters Scaled)
 PP0282
 PP0282                          SUPERSEDED SURVEY CONTROL
 PP0282
 PP0282  NGVD 29 (??/??/92)  350.309  (m)         1149.31   (f) ADJ UNCH    2 0
 PP0282
 PP0282.Superseded values are not recommended for survey control.
 PP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0282.See file dsdata.txt to determine how the superseded data were derived.
 PP0282
 PP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK095195(NAD 83)
 PP0282
 PP0282_MARKER: DB = BENCH MARK DISK
 PP0282_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0282_STAMPING: 2506 AH 1972
 PP0282_MARK LOGO: MNHD  
 PP0282_PROJECTION: FLUSH
 PP0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0282+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 PP0282
 PP0282  HISTORY     - Date     Condition        Report By
 PP0282  HISTORY     - 1972     MONUMENTED       MNDT
 PP0282  HISTORY     - 20040918 GOOD             USPSQD
 PP0282  HISTORY     - 20090806 GOOD             MNDT
 PP0282
 PP0282                          STATION DESCRIPTION
 PP0282
 PP0282'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0282'5.75 MI NW FROM HADER.
 PP0282'MARK IS LOCATED 5.75 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION
 PP0282'OF T.H. 52 AND T.H. 57 IN HADER, 98 FEET NORTHEAST OF, AND 7 FEET
 PP0282'LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 92.05,
 PP0282'109 FEET SOUTHEAST OF MHD BM 2506-AH 1, 108 FEET SOUTHEAST OF A POWER
 PP0282'POLE, 38.5 FEET NORTHWEST OF POWER POLE NO. 268, 5.6 FEET NORTH OF A
 PP0282'RIGHT OF WAY MARKER, 0.8 FEET WEST OF A STEEL WITNESS POST, IN A 6
 PP0282'FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE
 PP0282'1/4 SECTION 17, T 111, R 17.  NOTE-- THIS MARK IS ALSO 6.2 MILES
 PP0282'SOUTH-SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF T.H. 52 AND T.H. 19
 PP0282'(OVERPASS) AT CANNON FALLS.
 PP0282
 PP0282                          STATION RECOVERY (2004)
 PP0282
 PP0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0282'RECOVERED IN GOOD CONDITION.
 PP0282
 PP0282                          STATION RECOVERY (2009)
 PP0282
 PP0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0286 ***********************************************************************
 PP0286  DESIGNATION -  2506 AJ
 PP0286  PID         -  PP0286
 PP0286  STATE/COUNTY-  MN/GOODHUE
 PP0286  COUNTRY     -  US
 PP0286  USGS QUAD   -  SOGN (1980)
 PP0286
 PP0286                         *CURRENT SURVEY CONTROL
 PP0286  ______________________________________________________________________
 PP0286* NAD 83(1986) POSITION- 44 26 55.00   (N) 092 53 39.00   (W)   HD_HELD1  
 PP0286* NAVD 88 ORTHO HEIGHT -   286.900  (meters)     941.27  (feet) ADJUSTED  
 PP0286  ______________________________________________________________________
 PP0286  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 PP0286  DYNAMIC HEIGHT  -        286.857 (meters)      941.13  (feet) COMP
 PP0286  MODELED GRAVITY -    980,458.9   (mgal)                       NAVD 88
 PP0286
 PP0286  VERT ORDER      -  SECOND    CLASS 0
 PP0286
 PP0286.The horizontal coordinates were established by differentially corrected
 PP0286.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0286.
 PP0286.The orthometric height was determined by differential leveling and
 PP0286.adjusted in June 1991.
 PP0286
 PP0286.Photographs are available for this station.
 PP0286
 PP0286.The dynamic height is computed by dividing the NAVD 88
 PP0286.geopotential number by the normal gravity value computed on the
 PP0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0286.degrees latitude (g = 980.6199 gals.).
 PP0286
 PP0286.The modeled gravity was interpolated from observed gravity values.
 PP0286
 PP0286;                    North         East    Units  Estimated Accuracy
 PP0286;SPC MN S     -   261,552.3     888,014.1     MT  (+/- 3 meters HH1 GPS) 
 PP0286
 PP0286                          SUPERSEDED SURVEY CONTROL
 PP0286
 PP0286  NGVD 29 (??/??/92)  286.861  (m)          941.14   (f) ADJ UNCH    2 0
 PP0286
 PP0286.Superseded values are not recommended for survey control.
 PP0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0286.See file dsdata.txt to determine how the superseded data were derived.
 PP0286
 PP0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0842021706(NAD 83)
 PP0286
 PP0286_MARKER: DB = BENCH MARK DISK
 PP0286_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0286_SP_SET: CULVERT
 PP0286_STAMPING: 2506 AJ 1972
 PP0286_MARK LOGO: MNHD  
 PP0286_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0286+STABILITY: SURFACE MOTION
 PP0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0286+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 PP0286
 PP0286  HISTORY     - Date     Condition        Report By
 PP0286  HISTORY     - 1972     MONUMENTED       MNDT
 PP0286  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0286  HISTORY     - 20090806 GOOD             MNDT
 PP0286
 PP0286                          STATION DESCRIPTION
 PP0286
 PP0286'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0286'4.3 MI S FROM CANNON FALLS.
 PP0286'MARK IS LOCATED 4.3 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0286'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.35 MILES SOUTH OF
 PP0286'BUTLER CREEK, 92 FEET EAST OF, AND 20 FEET LOWER THAN THE CENTERLINE
 PP0286'OF NORTH BOUND T.H. 52 AT MILE POINT 93.65, IN THE SOUTHEAST CORNER OF
 PP0286'A 12 BY 12 BY 10 FOOT DEEP ENERGY DISPATCHER.  SE 1/4 SECTION 6, T
 PP0286'111, R 17.
 PP0286
 PP0286                          STATION RECOVERY (2004)
 PP0286
 PP0286'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0286'MARK NOT FOUND.
 PP0286
 PP0286                          STATION RECOVERY (2009)
 PP0286
 PP0286'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0287 ***********************************************************************
 PP0287  DESIGNATION -  2506 AJ 1
 PP0287  PID         -  PP0287
 PP0287  STATE/COUNTY-  MN/GOODHUE
 PP0287  COUNTRY     -  US
 PP0287  USGS QUAD   -  SOGN (1980)
 PP0287
 PP0287                         *CURRENT SURVEY CONTROL
 PP0287  ______________________________________________________________________
 PP0287* NAD 83(1986) POSITION- 44 26 58.00   (N) 092 53 39.00   (W)   HD_HELD1  
 PP0287* NAVD 88 ORTHO HEIGHT -   284.716  (meters)     934.11  (feet) ADJUSTED  
 PP0287  ______________________________________________________________________
 PP0287  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 PP0287  DYNAMIC HEIGHT  -        284.672 (meters)      933.96  (feet) COMP
 PP0287  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 PP0287
 PP0287  VERT ORDER      -  SECOND    CLASS 0
 PP0287
 PP0287.The horizontal coordinates were established by differentially corrected
 PP0287.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0287.
 PP0287.The orthometric height was determined by differential leveling and
 PP0287.adjusted in June 1991.
 PP0287
 PP0287.The dynamic height is computed by dividing the NAVD 88
 PP0287.geopotential number by the normal gravity value computed on the
 PP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0287.degrees latitude (g = 980.6199 gals.).
 PP0287
 PP0287.The modeled gravity was interpolated from observed gravity values.
 PP0287
 PP0287;                    North         East    Units  Estimated Accuracy
 PP0287;SPC MN S     -   261,644.9     888,012.9     MT  (+/- 3 meters HH1 GPS) 
 PP0287
 PP0287                          SUPERSEDED SURVEY CONTROL
 PP0287
 PP0287  NGVD 29 (??/??/92)  284.676  (m)          933.97   (f) ADJ UNCH    2 0
 PP0287
 PP0287.Superseded values are not recommended for survey control.
 PP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0287.See file dsdata.txt to determine how the superseded data were derived.
 PP0287
 PP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0842021799(NAD 83)
 PP0287
 PP0287_MARKER: DD = SURVEY DISK
 PP0287_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0287_SP_SET: CULVERT
 PP0287_STAMPING: 2506-AJ 1 1972
 PP0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0287
 PP0287  HISTORY     - Date     Condition        Report By
 PP0287  HISTORY     - 1972     MONUMENTED       MNDT
 PP0287  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0287  HISTORY     - 20090806 MARK NOT FOUND   MNDT
 PP0287
 PP0287                          STATION DESCRIPTION
 PP0287
 PP0287'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0287'4.2 MI S FROM CANNON FALLS.
 PP0287'MARK IS LOCATED 4.15 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0287'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, THENCE, 0.05 MILES
 PP0287'EAST (AT MILE POINT 93.7) ALONG A TOWNSHIP ROAD, 0.3 MILES SOUTH OF
 PP0287'BUTLER CREEK, ABOUT 10 FEET LOWER THAN T.H. 52, 10 FEET SOUTH OF THE
 PP0287'CENTER OF THE TOWNSHIP ROAD, IN THE SOUTHEAST CORNER OF A 4 BY 4 FOOT
 PP0287'CONCRETE CULVERT.  NE 1/4 SECTION 6, T 111, R 17.
 PP0287
 PP0287                          STATION RECOVERY (2004)
 PP0287
 PP0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0287'MARK NOT FOUND.
 PP0287
 PP0287                          STATION RECOVERY (2009)
 PP0287
 PP0287'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0287'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0288 ***********************************************************************
 PP0288  DESIGNATION -  2506 AK
 PP0288  PID         -  PP0288
 PP0288  STATE/COUNTY-  MN/GOODHUE
 PP0288  COUNTRY     -  US
 PP0288  USGS QUAD   -  SOGN (1980)
 PP0288
 PP0288                         *CURRENT SURVEY CONTROL
 PP0288  ______________________________________________________________________
 PP0288* NAD 83(1986) POSITION- 44 27 02.00   (N) 092 53 46.00   (W)   HD_HELD1  
 PP0288* NAVD 88 ORTHO HEIGHT -   285.232  (meters)     935.80  (feet) ADJUSTED  
 PP0288  ______________________________________________________________________
 PP0288  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 PP0288  DYNAMIC HEIGHT  -        285.189 (meters)      935.66  (feet) COMP
 PP0288  MODELED GRAVITY -    980,459.5   (mgal)                       NAVD 88
 PP0288
 PP0288  VERT ORDER      -  SECOND    CLASS 0
 PP0288
 PP0288.The horizontal coordinates were established by differentially corrected
 PP0288.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0288.
 PP0288.The orthometric height was determined by differential leveling and
 PP0288.adjusted in June 1991.
 PP0288
 PP0288.Photographs are available for this station.
 PP0288
 PP0288.The dynamic height is computed by dividing the NAVD 88
 PP0288.geopotential number by the normal gravity value computed on the
 PP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0288.degrees latitude (g = 980.6199 gals.).
 PP0288
 PP0288.The modeled gravity was interpolated from observed gravity values.
 PP0288
 PP0288;                    North         East    Units  Estimated Accuracy
 PP0288;SPC MN S     -   261,766.3     887,856.5     MT  (+/- 3 meters HH1 GPS) 
 PP0288
 PP0288                          SUPERSEDED SURVEY CONTROL
 PP0288
 PP0288  NGVD 29 (??/??/92)  285.193  (m)          935.67   (f) ADJ UNCH    2 0
 PP0288
 PP0288.Superseded values are not recommended for survey control.
 PP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0288.See file dsdata.txt to determine how the superseded data were derived.
 PP0288
 PP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0826521922(NAD 83)
 PP0288
 PP0288_MARKER: DB = BENCH MARK DISK
 PP0288_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0288_SP_SET: CULVERT
 PP0288_STAMPING: 2506 AK 1972
 PP0288_MARK LOGO: MNHD  
 PP0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0288+STABILITY: SURFACE MOTION
 PP0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0288+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 PP0288
 PP0288  HISTORY     - Date     Condition        Report By
 PP0288  HISTORY     - 1972     MONUMENTED       MNDT
 PP0288  HISTORY     - 19951001 GOOD             USPSQD
 PP0288  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0288  HISTORY     - 20090806 GOOD             MNDT
 PP0288
 PP0288                          STATION DESCRIPTION
 PP0288
 PP0288'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0288'4.15 MI S FROM CANNON FALLS.
 PP0288'MARK IS LOCATED 4.15 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0288'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.25 MILES SOUTH OF
 PP0288'BUTLER CREEK, 45 FEET EAST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF
 PP0288'NORTH BOUND T.H. 52 AT MILE POINT 93.8, IN THE SOUTHEAST CORNER OF A
 PP0288'10 BY 12 BY 10 FOOT DEEP ENERGY DISPATCHER.  NE 1/4 SECTION 6, T 111,
 PP0288'R 17.
 PP0288
 PP0288                          STATION RECOVERY (1995)
 PP0288
 PP0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0288'RECOVERED IN GOOD CONDITION.
 PP0288
 PP0288                          STATION RECOVERY (2004)
 PP0288
 PP0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0288'MARK NOT FOUND.
 PP0288
 PP0288                          STATION RECOVERY (2009)
 PP0288
 PP0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0289 ***********************************************************************
 PP0289  DESIGNATION -  2506 AL
 PP0289  PID         -  PP0289
 PP0289  STATE/COUNTY-  MN/GOODHUE
 PP0289  COUNTRY     -  US
 PP0289  USGS QUAD   -  SOGN (1980)
 PP0289
 PP0289                         *CURRENT SURVEY CONTROL
 PP0289  ______________________________________________________________________
 PP0289* NAD 83(1986) POSITION- 44 27 08.00   (N) 092 53 51.00   (W)   HD_HELD1  
 PP0289* NAVD 88 ORTHO HEIGHT -   273.150  (meters)     896.16  (feet) ADJUSTED  
 PP0289  ______________________________________________________________________
 PP0289  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 PP0289  DYNAMIC HEIGHT  -        273.109 (meters)      896.03  (feet) COMP
 PP0289  MODELED GRAVITY -    980,459.9   (mgal)                       NAVD 88
 PP0289
 PP0289  VERT ORDER      -  SECOND    CLASS 0
 PP0289
 PP0289.The horizontal coordinates were established by differentially corrected
 PP0289.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0289.
 PP0289.The orthometric height was determined by differential leveling and
 PP0289.adjusted in June 1991.
 PP0289
 PP0289.Photographs are available for this station.
 PP0289
 PP0289.The dynamic height is computed by dividing the NAVD 88
 PP0289.geopotential number by the normal gravity value computed on the
 PP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0289.degrees latitude (g = 980.6199 gals.).
 PP0289
 PP0289.The modeled gravity was interpolated from observed gravity values.
 PP0289
 PP0289;                    North         East    Units  Estimated Accuracy
 PP0289;SPC MN S     -   261,950.0     887,743.4     MT  (+/- 3 meters HH1 GPS) 
 PP0289
 PP0289                          SUPERSEDED SURVEY CONTROL
 PP0289
 PP0289  NGVD 29 (??/??/92)  273.111  (m)          896.03   (f) ADJ UNCH    2 0
 PP0289
 PP0289.Superseded values are not recommended for survey control.
 PP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0289.See file dsdata.txt to determine how the superseded data were derived.
 PP0289
 PP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0815522107(NAD 83)
 PP0289
 PP0289_MARKER: DB = BENCH MARK DISK
 PP0289_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0289_SP_SET: HEADWALL BOX CULVERT
 PP0289_STAMPING: 2506 AL 1972
 PP0289_MARK LOGO: MNHD  
 PP0289_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0289+STABILITY: SURFACE MOTION
 PP0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0289+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 PP0289
 PP0289  HISTORY     - Date     Condition        Report By
 PP0289  HISTORY     - 1972     MONUMENTED       MNDT
 PP0289  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 PP0289  HISTORY     - 20090806 GOOD             MNDT
 PP0289
 PP0289                          STATION DESCRIPTION
 PP0289
 PP0289'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0289'4.0 MI S FROM CANNON FALLS.
 PP0289'MARK IS LOCATED 4.0 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0289'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 52 FEET EAST OF, AND
 PP0289'20 FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT
 PP0289'94.05, IN THE SOUTHEAST CORNER OF A DOUBLE BOX (12 BY 12 FOOT)
 PP0289'CONCRETE BOX CULVERT UNDER T.H. 52 AT BUTLER CREEK.  NE 1/4 SECTION 6,
 PP0289'T 111, R 17.
 PP0289
 PP0289                          STATION RECOVERY (1995)
 PP0289
 PP0289'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0289'MARK NOT FOUND.
 PP0289
 PP0289                          STATION RECOVERY (2009)
 PP0289
 PP0289'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0289'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0292 ***********************************************************************
 PP0292  DESIGNATION -  2506 AM
 PP0292  PID         -  PP0292
 PP0292  STATE/COUNTY-  MN/GOODHUE
 PP0292  COUNTRY     -  US
 PP0292  USGS QUAD   -  SOGN (1980)
 PP0292
 PP0292                         *CURRENT SURVEY CONTROL
 PP0292  ______________________________________________________________________
 PP0292* NAD 83(1986) POSITION- 44 27 26.71   (N) 092 54 10.72   (W)   HD_HELD1  
 PP0292* NAVD 88 ORTHO HEIGHT -   280.826  (meters)     921.34  (feet) ADJUSTED  
 PP0292  ______________________________________________________________________
 PP0292  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 PP0292  DYNAMIC HEIGHT  -        280.784 (meters)      921.21  (feet) COMP
 PP0292  MODELED GRAVITY -    980,461.4   (mgal)                       NAVD 88
 PP0292
 PP0292  VERT ORDER      -  SECOND    CLASS 0
 PP0292
 PP0292.The horizontal coordinates were established by differentially corrected
 PP0292.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0292.
 PP0292.The orthometric height was determined by differential leveling and
 PP0292.adjusted in June 1991.
 PP0292
 PP0292.Photographs are available for this station.
 PP0292
 PP0292.The dynamic height is computed by dividing the NAVD 88
 PP0292.geopotential number by the normal gravity value computed on the
 PP0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0292.degrees latitude (g = 980.6199 gals.).
 PP0292
 PP0292.The modeled gravity was interpolated from observed gravity values.
 PP0292
 PP0292;                    North         East    Units  Estimated Accuracy
 PP0292;SPC MN S     -   262,521.5     887,299.8     MT  (+/- 3 meters HH1 GPS) 
 PP0292
 PP0292                          SUPERSEDED SURVEY CONTROL
 PP0292
 PP0292  NGVD 29 (??/??/92)  280.787  (m)          921.22   (f) ADJ UNCH    2 0
 PP0292
 PP0292.Superseded values are not recommended for survey control.
 PP0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0292.See file dsdata.txt to determine how the superseded data were derived.
 PP0292
 PP0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0771822684(NAD 83)
 PP0292
 PP0292_MARKER: DB = BENCH MARK DISK
 PP0292_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0292_SP_SET: HEADWALL BOX CULVERT
 PP0292_STAMPING: 2506 AM 1972
 PP0292_MARK LOGO: MNHD  
 PP0292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0292+STABILITY: SURFACE MOTION
 PP0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0292+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0292
 PP0292  HISTORY     - Date     Condition        Report By
 PP0292  HISTORY     - 1972     MONUMENTED       MNDT
 PP0292  HISTORY     - 19951001 GOOD             USPSQD
 PP0292  HISTORY     - 20040918 GOOD             USPSQD
 PP0292  HISTORY     - 20080904 GOOD             MNDT
 PP0292
 PP0292                          STATION DESCRIPTION
 PP0292
 PP0292'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0292'3.55 MI S FROM CANNON FALLS.
 PP0292'MARK IS LOCATED 3.55 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0292'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.5 MILES NORTH OF
 PP0292'BUTLER CREEK, 56 FEET EAST OF, AND 7 FEET LOWER THAN THE CENTERLINE OF
 PP0292'NORTH BOUND T.H. 52 AT MILE POINT 94.55 OPPOSITE COUNTY ROAD 14
 PP0292'SOUTHWEST, 36 FEET SOUTH OF THE CENTER OF A DRIVEWAY EAST, IN THE
 PP0292'SOUTHEAST CORNER OF A CONCRETE 4 BY 4 FOOT BOX CULVERT UNDER A
 PP0292'DRIVEWAY EAST.  SE 1/4 SECTION 31, T 112, R 17.
 PP0292
 PP0292                          STATION RECOVERY (1995)
 PP0292
 PP0292'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0292'RECOVERED IN GOOD CONDITION.
 PP0292
 PP0292                          STATION RECOVERY (2004)
 PP0292
 PP0292'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0292'RECOVERED IN GOOD CONDITION.
 PP0292
 PP0292                          STATION RECOVERY (2008)
 PP0292
 PP0292'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0292'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0293 ***********************************************************************
 PP0293  DESIGNATION -  2506 AN
 PP0293  PID         -  PP0293
 PP0293  STATE/COUNTY-  MN/GOODHUE
 PP0293  COUNTRY     -  US
 PP0293  USGS QUAD   -  SOGN (1980)
 PP0293
 PP0293                         *CURRENT SURVEY CONTROL
 PP0293  ______________________________________________________________________
 PP0293* NAD 83(1986) POSITION- 44 27 52.76   (N) 092 54 20.81   (W)   HD_HELD1  
 PP0293* NAVD 88 ORTHO HEIGHT -   294.700  (meters)     966.86  (feet) ADJUSTED  
 PP0293  ______________________________________________________________________
 PP0293  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 PP0293  DYNAMIC HEIGHT  -        294.657 (meters)      966.72  (feet) COMP
 PP0293  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 PP0293
 PP0293  VERT ORDER      -  SECOND    CLASS 0
 PP0293
 PP0293.The horizontal coordinates were established by differentially corrected
 PP0293.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0293.
 PP0293.The orthometric height was determined by differential leveling and
 PP0293.adjusted in June 1991.
 PP0293
 PP0293.Photographs are available for this station.
 PP0293
 PP0293.The dynamic height is computed by dividing the NAVD 88
 PP0293.geopotential number by the normal gravity value computed on the
 PP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0293.degrees latitude (g = 980.6199 gals.).
 PP0293
 PP0293.The modeled gravity was interpolated from observed gravity values.
 PP0293
 PP0293;                    North         East    Units  Estimated Accuracy
 PP0293;SPC MN S     -   263,322.5     887,066.0     MT  (+/- 3 meters HH1 GPS) 
 PP0293
 PP0293                          SUPERSEDED SURVEY CONTROL
 PP0293
 PP0293  NGVD 29 (??/??/92)  294.663  (m)          966.74   (f) ADJ UNCH    2 0
 PP0293
 PP0293.Superseded values are not recommended for survey control.
 PP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0293.See file dsdata.txt to determine how the superseded data were derived.
 PP0293
 PP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0749423487(NAD 83)
 PP0293
 PP0293_MARKER: DB = BENCH MARK DISK
 PP0293_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0293_SP_SET: HEADWALL BOX CULVERT
 PP0293_STAMPING: 2506 AN 1972
 PP0293_MARK LOGO: MNHD  
 PP0293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0293+STABILITY: SURFACE MOTION
 PP0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0293+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0293
 PP0293  HISTORY     - Date     Condition        Report By
 PP0293  HISTORY     - 1972     MONUMENTED       MNDT
 PP0293  HISTORY     - 19951001 GOOD             USPSQD
 PP0293  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0293  HISTORY     - 20080904 GOOD             MNDT
 PP0293
 PP0293                          STATION DESCRIPTION
 PP0293
 PP0293'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0293'3.1 MI S FROM CANNON FALLS.
 PP0293'MARK IS LOCATED 3.1 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0293'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 32 FEET EAST OF, AND 3
 PP0293'FEET LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT
 PP0293'94.95, IN THE SOUTHEAST CORNER OF A 4 BY 6 FOOT CONCRETE BOX CULVERT
 PP0293'UNDER T.H. 52.  NW 1/4 SECTION 31, T 112, R 17.
 PP0293
 PP0293                          STATION RECOVERY (1995)
 PP0293
 PP0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0293'RECOVERED IN GOOD CONDITION.
 PP0293
 PP0293                          STATION RECOVERY (2004)
 PP0293
 PP0293'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0293'MARK NOT FOUND.
 PP0293
 PP0293                          STATION RECOVERY (2008)
 PP0293
 PP0293'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0297 ***********************************************************************
 PP0297  DESIGNATION -  2506 AQ
 PP0297  PID         -  PP0297
 PP0297  STATE/COUNTY-  MN/GOODHUE
 PP0297  COUNTRY     -  US
 PP0297  USGS QUAD   -  SOGN (1980)
 PP0297
 PP0297                         *CURRENT SURVEY CONTROL
 PP0297  ______________________________________________________________________
 PP0297* NAD 83(1986) POSITION- 44 29 36.50   (N) 092 54 32.06   (W)   HD_HELD1  
 PP0297* NAVD 88 ORTHO HEIGHT -   267.573  (meters)     877.86  (feet) ADJUSTED  
 PP0297  ______________________________________________________________________
 PP0297  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 PP0297  DYNAMIC HEIGHT  -        267.534 (meters)      877.73  (feet) COMP
 PP0297  MODELED GRAVITY -    980,468.1   (mgal)                       NAVD 88
 PP0297
 PP0297  VERT ORDER      -  SECOND    CLASS 0
 PP0297
 PP0297.The horizontal coordinates were established by differentially corrected
 PP0297.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0297.
 PP0297.The orthometric height was determined by differential leveling and
 PP0297.adjusted in June 1991.
 PP0297
 PP0297.Photographs are available for this station.
 PP0297
 PP0297.The dynamic height is computed by dividing the NAVD 88
 PP0297.geopotential number by the normal gravity value computed on the
 PP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0297.degrees latitude (g = 980.6199 gals.).
 PP0297
 PP0297.The modeled gravity was interpolated from observed gravity values.
 PP0297
 PP0297;                    North         East    Units  Estimated Accuracy
 PP0297;SPC MN S     -   266,520.8     886,774.6     MT  (+/- 3 meters HH1 GPS) 
 PP0297
 PP0297                          SUPERSEDED SURVEY CONTROL
 PP0297
 PP0297  NGVD 29 (??/??/92)  267.537  (m)          877.74   (f) ADJ UNCH    2 0
 PP0297
 PP0297.Superseded values are not recommended for survey control.
 PP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0297.See file dsdata.txt to determine how the superseded data were derived.
 PP0297
 PP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0724226688(NAD 83)
 PP0297
 PP0297_MARKER: DB = BENCH MARK DISK
 PP0297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0297_SP_SET: HEADWALL BOX CULVERT
 PP0297_STAMPING: 2506 AQ 1972
 PP0297_MARK LOGO: MNHD  
 PP0297_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0297+STABILITY: SURFACE MOTION
 PP0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0297+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0297
 PP0297  HISTORY     - Date     Condition        Report By
 PP0297  HISTORY     - 1972     MONUMENTED       MNDT
 PP0297  HISTORY     - 19951001 GOOD             USPSQD
 PP0297  HISTORY     - 20040918 GOOD             USPSQD
 PP0297  HISTORY     - 20080904 GOOD             MNDT
 PP0297
 PP0297                          STATION DESCRIPTION
 PP0297
 PP0297'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0297'1.1 MI S FROM CANNON FALLS.
 PP0297'MARK IS LOCATED 1.1 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0297'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 0.05 MILES NORTH OF
 PP0297'COUNTY ROAD 24 (AND TRUCK STOP ENTRANCE), 52 FEET EAST OF, AND 8 FEET
 PP0297'LOWER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT 96.95,
 PP0297'3.5 FEET NORTH OF A CULVERT MARKER POST, IN THE SOUTHEAST CORNER OF
 PP0297'THE HEADWALL OF A DOUBLE BOX (10 BY 20 FEET) CONCRETE CULVERT UNDER
 PP0297'T.H. 52.  NW 1/4 SECTION 19, T 112, R 17.
 PP0297
 PP0297                          STATION RECOVERY (1995)
 PP0297
 PP0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0297'RECOVERED IN GOOD CONDITION.
 PP0297
 PP0297                          STATION RECOVERY (2004)
 PP0297
 PP0297'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0297'RECOVERED IN GOOD CONDITION.
 PP0297
 PP0297                          STATION RECOVERY (2008)
 PP0297
 PP0297'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0298 ***********************************************************************
 PP0298  DESIGNATION -  2506 AR
 PP0298  PID         -  PP0298
 PP0298  STATE/COUNTY-  MN/GOODHUE
 PP0298  COUNTRY     -  US
 PP0298  USGS QUAD   -  CANNON FALLS (1974)
 PP0298
 PP0298                         *CURRENT SURVEY CONTROL
 PP0298  ______________________________________________________________________
 PP0298* NAD 83(1986) POSITION- 44 30 03.85   (N) 092 54 47.45   (W)   HD_HELD1  
 PP0298* NAVD 88 ORTHO HEIGHT -   252.409  (meters)     828.11  (feet) ADJUSTED  
 PP0298  ______________________________________________________________________
 PP0298  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 PP0298  DYNAMIC HEIGHT  -        252.372 (meters)      827.99  (feet) COMP
 PP0298  MODELED GRAVITY -    980,466.4   (mgal)                       NAVD 88
 PP0298
 PP0298  VERT ORDER      -  SECOND    CLASS 0
 PP0298
 PP0298.The horizontal coordinates were established by differentially corrected
 PP0298.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0298.
 PP0298.The orthometric height was determined by differential leveling and
 PP0298.adjusted in June 1991.
 PP0298
 PP0298.Photographs are available for this station.
 PP0298
 PP0298.The dynamic height is computed by dividing the NAVD 88
 PP0298.geopotential number by the normal gravity value computed on the
 PP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0298.degrees latitude (g = 980.6199 gals.).
 PP0298
 PP0298.The modeled gravity was interpolated from observed gravity values.
 PP0298
 PP0298;                    North         East    Units  Estimated Accuracy
 PP0298;SPC MN S     -   267,360.3     886,423.4     MT  (+/- 3 meters HH1 GPS) 
 PP0298
 PP0298                          SUPERSEDED SURVEY CONTROL
 PP0298
 PP0298  NGVD 29 (??/??/92)  252.373  (m)          827.99   (f) ADJ UNCH    2 0
 PP0298
 PP0298.Superseded values are not recommended for survey control.
 PP0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0298.See file dsdata.txt to determine how the superseded data were derived.
 PP0298
 PP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0690127531(NAD 83)
 PP0298
 PP0298_MARKER: DB = BENCH MARK DISK
 PP0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0298_SP_SET: IN WALL
 PP0298_STAMPING: 2506 AR 1972
 PP0298_MARK LOGO: MNHD  
 PP0298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0298+STABILITY: SURFACE MOTION
 PP0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0298+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0298
 PP0298  HISTORY     - Date     Condition        Report By
 PP0298  HISTORY     - 1972     MONUMENTED       MNDT
 PP0298  HISTORY     - 19951001 GOOD             USPSQD
 PP0298  HISTORY     - 20040610 MARK NOT FOUND   MNDT
 PP0298  HISTORY     - 20080904 GOOD             MNDT
 PP0298
 PP0298                          STATION DESCRIPTION
 PP0298
 PP0298'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0298'0.45 MI S FROM CANNON FALLS.
 PP0298'MARK IS LOCATED 0.45 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0298'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.3 MILES SOUTH OF THE
 PP0298'LITTLE CANNON RIVER, 52 FEET WEST OF, AND 15 FEET LOWER THAN THE
 PP0298'CENTERLINE OF SOUTH BOUND T.H. 52 AT MILE POINT 97.55, IN THE
 PP0298'SOUTHEAST CORNER OF A CONCRETE ENERGY DISPATCHER, 3.8 FEET NORTH OF A
 PP0298'STEEL WITNESS POST.  NW 1/4 SECTION 19, T 112, R 17.
 PP0298
 PP0298                          STATION RECOVERY (1995)
 PP0298
 PP0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0298'RECOVERED IN GOOD CONDITION.
 PP0298
 PP0298                          STATION RECOVERY (2004)
 PP0298
 PP0298'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP0298'0.45 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19
 PP0298'AT CANNON FALLS, AT TRUNK HIGHWAY 52 MILEPOINT 97.55, 0.3 MILES SOUTH
 PP0298'OF LITTLE CANNON RIVER, 52 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 52,
 PP0298'IN SOUTHEAST CORNER OF ENERGY DISPATCHER, 3.8 FEET NORTH OF WITNESS
 PP0298'POS
 PP0298
 PP0298                          STATION RECOVERY (2008)
 PP0298
 PP0298'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0299 ***********************************************************************
 PP0299  DESIGNATION -  2506 AR 1
 PP0299  PID         -  PP0299
 PP0299  STATE/COUNTY-  MN/GOODHUE
 PP0299  COUNTRY     -  US
 PP0299  USGS QUAD   -  CANNON FALLS (1974)
 PP0299
 PP0299                         *CURRENT SURVEY CONTROL
 PP0299  ______________________________________________________________________
 PP0299* NAD 83(1986) POSITION- 44 30 05.17   (N) 092 54 49.32   (W)   HD_HELD1  
 PP0299* NAVD 88 ORTHO HEIGHT -   251.909  (meters)     826.47  (feet) ADJUSTED  
 PP0299  ______________________________________________________________________
 PP0299  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 PP0299  DYNAMIC HEIGHT  -        251.872 (meters)      826.35  (feet) COMP
 PP0299  MODELED GRAVITY -    980,466.4   (mgal)                       NAVD 88
 PP0299
 PP0299  VERT ORDER      -  SECOND    CLASS 0
 PP0299
 PP0299.The horizontal coordinates were established by differentially corrected
 PP0299.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0299.
 PP0299.The orthometric height was determined by differential leveling and
 PP0299.adjusted in June 1991.
 PP0299
 PP0299.Photographs are available for this station.
 PP0299
 PP0299.The dynamic height is computed by dividing the NAVD 88
 PP0299.geopotential number by the normal gravity value computed on the
 PP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0299.degrees latitude (g = 980.6199 gals.).
 PP0299
 PP0299.The modeled gravity was interpolated from observed gravity values.
 PP0299
 PP0299;                    North         East    Units  Estimated Accuracy
 PP0299;SPC MN S     -   267,400.5     886,381.6     MT  (+/- 3 meters HH1 GPS) 
 PP0299
 PP0299                          SUPERSEDED SURVEY CONTROL
 PP0299
 PP0299  NGVD 29 (??/??/92)  251.873  (m)          826.35   (f) ADJ UNCH    2 0
 PP0299
 PP0299.Superseded values are not recommended for survey control.
 PP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0299.See file dsdata.txt to determine how the superseded data were derived.
 PP0299
 PP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0686027572(NAD 83)
 PP0299
 PP0299_MARKER: DD = SURVEY DISK
 PP0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0299_SP_SET: IN WALL
 PP0299_STAMPING: 2506 AR 1 1972
 PP0299_MARK LOGO: MNHD  
 PP0299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0299+STABILITY: SURFACE MOTION
 PP0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0299+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0299
 PP0299  HISTORY     - Date     Condition        Report By
 PP0299  HISTORY     - 1972     MONUMENTED       MNDT
 PP0299  HISTORY     - 19951001 MARK NOT FOUND   USPSQD
 PP0299  HISTORY     - 20080904 GOOD             MNDT
 PP0299
 PP0299                          STATION DESCRIPTION
 PP0299
 PP0299'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0299'0.4 MI S FROM CANNON FALLS.
 PP0299'MARK IS LOCATED 0.4 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0299'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, 0.25 MILES SOUTH OF
 PP0299'THE LITTLE CANNON RIVER, 86.6 FEET EAST OF, AND 5 FEET LOWER THAN THE
 PP0299'CENTERLINE OF SOUTH BOUND T.H. 52 AT MILE POINT 97.6, 10.5 FEET WEST
 PP0299'OF A STEEL WITNESS POST, IN THE SOUTHEAST CORNER OF A CONCRETE ENERGY
 PP0299'DISPATCHER.  NW 1/4 SECTION 19, T 112, R 17.
 PP0299
 PP0299                          STATION RECOVERY (1995)
 PP0299
 PP0299'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0299'MARK NOT FOUND.
 PP0299
 PP0299                          STATION RECOVERY (2008)
 PP0299
 PP0299'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0299'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0300 ***********************************************************************
 PP0300  DESIGNATION -  2506 AR 2
 PP0300  PID         -  PP0300
 PP0300  STATE/COUNTY-  MN/GOODHUE
 PP0300  COUNTRY     -  US
 PP0300  USGS QUAD   -  CANNON FALLS (1974)
 PP0300
 PP0300                         *CURRENT SURVEY CONTROL
 PP0300  ______________________________________________________________________
 PP0300* NAD 83(1986) POSITION- 44 30 07.91   (N) 092 54 52.11   (W)   HD_HELD1  
 PP0300* NAVD 88 ORTHO HEIGHT -   249.776  (meters)     819.47  (feet) ADJUSTED  
 PP0300  ______________________________________________________________________
 PP0300  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 PP0300  DYNAMIC HEIGHT  -        249.739 (meters)      819.35  (feet) COMP
 PP0300  MODELED GRAVITY -    980,466.6   (mgal)                       NAVD 88
 PP0300
 PP0300  VERT ORDER      -  SECOND    CLASS 0
 PP0300
 PP0300.The horizontal coordinates were established by differentially corrected
 PP0300.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0300.
 PP0300.The orthometric height was determined by differential leveling and
 PP0300.adjusted in June 1991.
 PP0300
 PP0300.Photographs are available for this station.
 PP0300
 PP0300.The dynamic height is computed by dividing the NAVD 88
 PP0300.geopotential number by the normal gravity value computed on the
 PP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0300.degrees latitude (g = 980.6199 gals.).
 PP0300
 PP0300.The modeled gravity was interpolated from observed gravity values.
 PP0300
 PP0300;                    North         East    Units  Estimated Accuracy
 PP0300;SPC MN S     -   267,484.3     886,318.8     MT  (+/- 3 meters HH1 GPS) 
 PP0300
 PP0300                          SUPERSEDED SURVEY CONTROL
 PP0300
 PP0300  NGVD 29 (??/??/92)  249.740  (m)          819.36   (f) ADJ UNCH    2 0
 PP0300
 PP0300.Superseded values are not recommended for survey control.
 PP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0300.See file dsdata.txt to determine how the superseded data were derived.
 PP0300
 PP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0679827656(NAD 83)
 PP0300
 PP0300_MARKER: DB = BENCH MARK DISK
 PP0300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP0300_SP_SET: IN WALL
 PP0300_STAMPING: 2506 AR 2 1972
 PP0300_MARK LOGO: MNHD  
 PP0300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0300+STABILITY: SURFACE MOTION
 PP0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0300+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0300
 PP0300  HISTORY     - Date     Condition        Report By
 PP0300  HISTORY     - 1972     MONUMENTED       MNDT
 PP0300  HISTORY     - 20040610 MARK NOT FOUND   MNDT
 PP0300  HISTORY     - 20040918 GOOD             USPSQD
 PP0300  HISTORY     - 20080904 GOOD             MNDT
 PP0300
 PP0300                          STATION DESCRIPTION
 PP0300
 PP0300'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0300'0.35 MI S FROM CANNON FALLS.
 PP0300'MARK IS LOCATED 0.35 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0300'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, 0.2 MILES SOUTH OF THE
 PP0300'LITTLE CANNON RIVER, 87 FEET WEST OF, AND 5 FEET LOWER THAN THE
 PP0300'CENTERLINE OF SOUTH BOUND T.H. 52 AT MILE POINT 97.65, 10.5 FEET WEST
 PP0300'OF A STEEL WITNESS POST, IN THE SOUTHEAST CORNER OF AN ENERGY
 PP0300'DISPATCHER.  NW 1/4 SECTION 19, T 112, R 17.
 PP0300
 PP0300                          STATION RECOVERY (2004)
 PP0300
 PP0300'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP0300'0.35 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 19
 PP0300'AT CANNON FALLS, AT TRUNK HIGHWAY 52 MILEPOINT 97.65, 0.2 MILES SOUTH
 PP0300'OF LITTLE CANNON RIVER, 87 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 52,
 PP0300'10.5 FEET WEST OF WITNESS POST
 PP0300
 PP0300                          STATION RECOVERY (2004)
 PP0300
 PP0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0300'RECOVERED IN GOOD CONDITION.
 PP0300
 PP0300                          STATION RECOVERY (2008)
 PP0300
 PP0300'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0302 ***********************************************************************
 PP0302  DESIGNATION -  2506 AS
 PP0302  PID         -  PP0302
 PP0302  STATE/COUNTY-  MN/GOODHUE
 PP0302  COUNTRY     -  US
 PP0302  USGS QUAD   -  CANNON FALLS (1974)
 PP0302
 PP0302                         *CURRENT SURVEY CONTROL
 PP0302  ______________________________________________________________________
 PP0302* NAD 83(1986) POSITION- 44 30 10.88   (N) 092 54 52.12   (W)   HD_HELD1  
 PP0302* NAVD 88 ORTHO HEIGHT -   251.103  (meters)     823.83  (feet) ADJUSTED  
 PP0302  ______________________________________________________________________
 PP0302  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 PP0302  DYNAMIC HEIGHT  -        251.066 (meters)      823.71  (feet) COMP
 PP0302  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 PP0302
 PP0302  VERT ORDER      -  SECOND    CLASS I
 PP0302
 PP0302.The horizontal coordinates were established by differentially corrected
 PP0302.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0302.
 PP0302.The orthometric height was determined by differential leveling and
 PP0302.adjusted in June 1991.
 PP0302
 PP0302.Photographs are available for this station.
 PP0302
 PP0302.The dynamic height is computed by dividing the NAVD 88
 PP0302.geopotential number by the normal gravity value computed on the
 PP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0302.degrees latitude (g = 980.6199 gals.).
 PP0302
 PP0302.The modeled gravity was interpolated from observed gravity values.
 PP0302
 PP0302;                    North         East    Units  Estimated Accuracy
 PP0302;SPC MN S     -   267,575.9     886,317.4     MT  (+/- 3 meters HH1 GPS) 
 PP0302
 PP0302                          SUPERSEDED SURVEY CONTROL
 PP0302
 PP0302  NGVD 29 (??/??/92)  251.067  (m)          823.71   (f) ADJ UNCH    2 0
 PP0302
 PP0302.Superseded values are not recommended for survey control.
 PP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0302.See file dsdata.txt to determine how the superseded data were derived.
 PP0302
 PP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0679827748(NAD 83)
 PP0302
 PP0302_MARKER: DB = BENCH MARK DISK
 PP0302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0302_SP_SET: BRIDGE ABUTMENT
 PP0302_STAMPING: 2506 AS 1972
 PP0302_MARK LOGO: MNHD  
 PP0302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0302+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0302
 PP0302  HISTORY     - Date     Condition        Report By
 PP0302  HISTORY     - 1972     MONUMENTED       MNHD
 PP0302  HISTORY     - 19951001 GOOD             USPSQD
 PP0302  HISTORY     - 20040918 GOOD             USPSQD
 PP0302  HISTORY     - 20051128 GOOD             MNDT
 PP0302  HISTORY     - 20080904 GOOD             MNDT
 PP0302
 PP0302                          STATION DESCRIPTION
 PP0302
 PP0302'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0302'0.25 MI S FROM CANNON FALLS.
 PP0302'MARK IS LOCATED 0.25 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0302'T.H. 52 AND T.H. 19 (OVERPASS) IN CANNON FALLS, IN THE SOUTHEAST
 PP0302'CORNER (ABUTMENT) OF BRIDGE NO. 9485 NORTH BOUND T.H. 52 OVER THE
 PP0302'LITTLE CANNON RIVER.  SW 1/4 SECTION 18, T 112, R 17.
 PP0302
 PP0302                          STATION RECOVERY (1995)
 PP0302
 PP0302'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0302'RECOVERED IN GOOD CONDITION.
 PP0302
 PP0302                          STATION RECOVERY (2004)
 PP0302
 PP0302'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0302'RECOVERED IN GOOD CONDITION.
 PP0302
 PP0302                          STATION RECOVERY (2005)
 PP0302
 PP0302'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0302'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF SOGN, 5.4 MI (8.7
 PP0302'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.5 MI (0.8 KM) WEST-SOUTHWEST OF
 PP0302'CANNON FALLS, 0.25 MI (0.4 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY
 PP0302'52 AND TRUNK HIGHWAY 19, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK
 PP0302'HIGHWAY 52 BRIDGE 9485 OVER LITTLE CANNON RIVER, AT TRUNK HIGHWAY 52
 PP0302'MILE POINT 97.7.
 PP0302
 PP0302                          STATION RECOVERY (2008)
 PP0302
 PP0302'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0301 ***********************************************************************
 PP0301  DESIGNATION -  2506 AS 1
 PP0301  PID         -  PP0301
 PP0301  STATE/COUNTY-  MN/GOODHUE
 PP0301  COUNTRY     -  US
 PP0301  USGS QUAD   -  CANNON FALLS (1974)
 PP0301
 PP0301                         *CURRENT SURVEY CONTROL
 PP0301  ______________________________________________________________________
 PP0301* NAD 83(1986) POSITION- 44 30 10.12   (N) 092 54 53.42   (W)   HD_HELD1  
 PP0301* NAVD 88 ORTHO HEIGHT -   251.041  (meters)     823.62  (feet) ADJUSTED  
 PP0301  ______________________________________________________________________
 PP0301  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 PP0301  DYNAMIC HEIGHT  -        251.005 (meters)      823.51  (feet) COMP
 PP0301  MODELED GRAVITY -    980,466.8   (mgal)                       NAVD 88
 PP0301
 PP0301  VERT ORDER      -  SECOND    CLASS I
 PP0301
 PP0301.The horizontal coordinates were established by differentially corrected
 PP0301.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0301.
 PP0301.The orthometric height was determined by differential leveling and
 PP0301.adjusted in June 1991.
 PP0301
 PP0301.Photographs are available for this station.
 PP0301
 PP0301.The dynamic height is computed by dividing the NAVD 88
 PP0301.geopotential number by the normal gravity value computed on the
 PP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0301.degrees latitude (g = 980.6199 gals.).
 PP0301
 PP0301.The modeled gravity was interpolated from observed gravity values.
 PP0301
 PP0301;                    North         East    Units  Estimated Accuracy
 PP0301;SPC MN S     -   267,552.1     886,289.0     MT  (+/- 3 meters HH1 GPS) 
 PP0301
 PP0301                          SUPERSEDED SURVEY CONTROL
 PP0301
 PP0301  NGVD 29 (??/??/92)  251.005  (m)          823.51   (f) ADJ UNCH    2 0
 PP0301
 PP0301.Superseded values are not recommended for survey control.
 PP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0301.See file dsdata.txt to determine how the superseded data were derived.
 PP0301
 PP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0676927724(NAD 83)
 PP0301
 PP0301_MARKER: DB = BENCH MARK DISK
 PP0301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0301_SP_SET: BRIDGE ABUTMENT
 PP0301_STAMPING: 2506 AS 1 1972
 PP0301_MARK LOGO: MNHD  
 PP0301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0301+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2008
 PP0301
 PP0301  HISTORY     - Date     Condition        Report By
 PP0301  HISTORY     - 1972     MONUMENTED       MNHD
 PP0301  HISTORY     - 19951001 GOOD             USPSQD
 PP0301  HISTORY     - 20040918 GOOD             USPSQD
 PP0301  HISTORY     - 20051128 GOOD             MNDT
 PP0301  HISTORY     - 20080904 GOOD             MNDT
 PP0301
 PP0301                          STATION DESCRIPTION
 PP0301
 PP0301'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0301'0.25 MI S FROM CANNON FALLS.
 PP0301'MARK IS LOCATED 0.25 MILES SOUTH ALONG T.H. 52 FROM THE JUNCTION OF
 PP0301'T.H. 52 AND T.H. 19 (OVERPASS) AT CANNON FALLS, IN THE SOUTHWEST
 PP0301'CORNER (ABUTMENT) OF BRIDGE NO. 9486, SOUTH BOUND T.H. 52 OVER THE
 PP0301'LITTLE CANNON RIVER.  SW 1/4 SECTION 18, T 112, R 17.
 PP0301
 PP0301                          STATION RECOVERY (1995)
 PP0301
 PP0301'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0301'RECOVERED IN GOOD CONDITION.
 PP0301
 PP0301                          STATION RECOVERY (2004)
 PP0301
 PP0301'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0301'RECOVERED IN GOOD CONDITION.
 PP0301
 PP0301                          STATION RECOVERY (2005)
 PP0301
 PP0301'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0301'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF SOGN, 5.4 MI (8.7
 PP0301'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.5 MI (0.8 KM) WEST-SOUTHWEST OF
 PP0301'CANNON FALLS 0.25 MI (0.4 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY
 PP0301'52 AND TRUNK HIGHWAY 19, IN SOUTHWEST CORNER OF SOUTHBOUND TRUNK
 PP0301'HIGHWAY 52 BRIDGE 9486 OVER LITTLE CANNON RIVER, AT TRUNK HIGHWAY 52
 PP0301'MILE POINT 97.7.
 PP0301
 PP0301                          STATION RECOVERY (2008)
 PP0301
 PP0301'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0301'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0540 ***********************************************************************
 PP0540  DESIGNATION -  2506 AT
 PP0540  PID         -  PP0540
 PP0540  STATE/COUNTY-  MN/GOODHUE
 PP0540  COUNTRY     -  US
 PP0540  USGS QUAD   -  CANNON FALLS (1974)
 PP0540
 PP0540                         *CURRENT SURVEY CONTROL
 PP0540  ______________________________________________________________________
 PP0540* NAD 83(1986) POSITION- 44 30 24.81   (N) 092 55 05.09   (W)   HD_HELD1  
 PP0540* NAVD 88 ORTHO HEIGHT -   263.631  (meters)     864.93  (feet) ADJUSTED  
 PP0540  ______________________________________________________________________
 PP0540  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 PP0540  DYNAMIC HEIGHT  -        263.593 (meters)      864.80  (feet) COMP
 PP0540  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP0540
 PP0540  VERT ORDER      -  SECOND    CLASS I
 PP0540
 PP0540.The horizontal coordinates were established by differentially corrected
 PP0540.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0540.
 PP0540.The orthometric height was determined by differential leveling and
 PP0540.adjusted in December 2008.
 PP0540
 PP0540.Photographs are available for this station.
 PP0540
 PP0540.The dynamic height is computed by dividing the NAVD 88
 PP0540.geopotential number by the normal gravity value computed on the
 PP0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0540.degrees latitude (g = 980.6199 gals.).
 PP0540
 PP0540.The modeled gravity was interpolated from observed gravity values.
 PP0540
 PP0540;                    North         East    Units  Estimated Accuracy
 PP0540;SPC MN S     -   268,002.0     886,025.2     MT  (+/- 3 meters HH1 GPS) 
 PP0540
 PP0540                          SUPERSEDED SURVEY CONTROL
 PP0540
 PP0540  NAVD 88 (06/15/91)  263.627  (m)          864.92   (f) SUPERSEDED  2 0
 PP0540  NGVD 29 (??/??/92)  263.592  (m)          864.80   (f) ADJ UNCH    2 0
 PP0540
 PP0540.Superseded values are not recommended for survey control.
 PP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0540.See file dsdata.txt to determine how the superseded data were derived.
 PP0540
 PP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0651128177(NAD 83)
 PP0540
 PP0540_MARKER: DB = BENCH MARK DISK
 PP0540_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0540_SP_SET: BRIDGE ABUTMENT
 PP0540_STAMPING: 2506 AT 1972
 PP0540_MARK LOGO: MNHD  
 PP0540_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PP0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0540+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 PP0540
 PP0540  HISTORY     - Date     Condition        Report By
 PP0540  HISTORY     - 1972     MONUMENTED       MNHD
 PP0540  HISTORY     - 19951001 GOOD             USPSQD
 PP0540  HISTORY     - 20040918 GOOD             USPSQD
 PP0540  HISTORY     - 20051128 GOOD             MNDT
 PP0540  HISTORY     - 20080902 GOOD             MNDT
 PP0540
 PP0540                          STATION DESCRIPTION
 PP0540
 PP0540'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0540'IN CANNON FALLS.
 PP0540'MARK IS LOCATED AT CANNON FALLS, 0.6 MILES WEST OF THE JUNCTION OF THS
 PP0540'19 AND 20 IN THE BUSINESS DISTRICT, IN THE SOUTHEAST CORNER (ABUTMENT)
 PP0540'OF BRIDGE NO. 9487, TH 19 OVER TH 52.  SW 1/4 SECTION 18, T 112, R 18.
 PP0540
 PP0540                          STATION RECOVERY (1995)
 PP0540
 PP0540'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP0540'RECOVERED IN GOOD CONDITION.
 PP0540
 PP0540                          STATION RECOVERY (2004)
 PP0540
 PP0540'RECOVERY NOTE BY US POWER SQUADRON 2004 (KG)
 PP0540'RECOVERED IN GOOD CONDITION.
 PP0540
 PP0540                          STATION RECOVERY (2005)
 PP0540
 PP0540'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0540'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH OF SOGN, 5.2 MI (8.4
 PP0540'KM) EAST-SOUTHEAST OF RANDOLPH AND 0.6 MI (1.0 KM) WEST OF CANNON
 PP0540'FALLS, 0.6 MI (1.0 KM) WEST OF TRUNK HIGHWAY 20, IN THE SOUTHEAST
 PP0540'CORNER OF TRUNK HIGHWAY 19 BRIDGE 9487 OVER TRUNK HIGHWAY 52.
 PP0540
 PP0540                          STATION RECOVERY (2008)
 PP0540
 PP0540'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0540'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0361 ***********************************************************************
 PP0361  DESIGNATION -  2506 B
 PP0361  PID         -  PP0361
 PP0361  STATE/COUNTY-  MN/GOODHUE
 PP0361  COUNTRY     -  US
 PP0361  USGS QUAD   -  ZUMBROTA (1968)
 PP0361
 PP0361                         *CURRENT SURVEY CONTROL
 PP0361  ______________________________________________________________________
 PP0361* NAD 83(1986) POSITION- 44 17 13.00   (N) 092 40 44.00   (W)   HD_HELD1  
 PP0361* NAVD 88 ORTHO HEIGHT -   314.694  (meters)    1032.46  (feet) ADJUSTED  
 PP0361  ______________________________________________________________________
 PP0361  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 PP0361  DYNAMIC HEIGHT  -        314.636 (meters)     1032.27  (feet) COMP
 PP0361  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 PP0361
 PP0361  VERT ORDER      -  SECOND    CLASS I
 PP0361
 PP0361.The horizontal coordinates were established by differentially corrected
 PP0361.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0361.
 PP0361.The orthometric height was determined by differential leveling and
 PP0361.adjusted in June 1991.
 PP0361
 PP0361.Photographs are available for this station.
 PP0361
 PP0361.The dynamic height is computed by dividing the NAVD 88
 PP0361.geopotential number by the normal gravity value computed on the
 PP0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0361.degrees latitude (g = 980.6199 gals.).
 PP0361
 PP0361.The modeled gravity was interpolated from observed gravity values.
 PP0361
 PP0361;                    North         East    Units  Estimated Accuracy
 PP0361;SPC MN S     -   243,846.1     905,437.2     MT  (+/- 3 meters HH1 GPS) 
 PP0361
 PP0361                          SUPERSEDED SURVEY CONTROL
 PP0361
 PP0361  NGVD 29 (??/??/92)  314.651  (m)         1032.32   (f) ADJ UNCH    2 0
 PP0361
 PP0361.Superseded values are not recommended for survey control.
 PP0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0361.See file dsdata.txt to determine how the superseded data were derived.
 PP0361
 PP0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2562003794(NAD 83)
 PP0361
 PP0361_MARKER: DB = BENCH MARK DISK
 PP0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0361_STAMPING: 2506 B 1961 1032
 PP0361_MARK LOGO: MNDT  
 PP0361_PROJECTION: FLUSH
 PP0361_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0361+STABILITY: SURFACE MOTION
 PP0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0361+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP0361
 PP0361  HISTORY     - Date     Condition        Report By
 PP0361  HISTORY     - 1961     MONUMENTED       MNDT
 PP0361  HISTORY     - 1972     GOOD             MNDT
 PP0361  HISTORY     - 20040918 GOOD             USPSQD
 PP0361  HISTORY     - 20050405 GOOD             MNDT
 PP0361  HISTORY     - 20090624 GOOD             MNDT
 PP0361
 PP0361                          STATION DESCRIPTION
 PP0361
 PP0361'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0361'0.7 MI SW FROM ZUMBROTA.
 PP0361'MARK IS LOCATED 0.9 MILES SOUTH ALONG T.H. 58 FROM THE JUNCTION OF
 PP0361'T.H. 58 AND COUNTY ROAD 10 IN ZUMBROTA, THENCE 0.5 MILES NORTHWEST
 PP0361'ALONG T.H. 52, 100 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0361'LANE OF T.H. 52 AT MILE POINT 77.8 (STA. 1130+00), 118 FEET NORTH OF A
 PP0361'POWER POLE AT THE P.I. OF THE POLE LINE, 86 FEET EAST OF THE EAST LEG
 PP0361'OF A HIGHWAY SIGN WANAMINGO - NEXT RIGHT, 76 FEET SOUTH OF THE
 PP0361'NORTHEAST END OF A 24 INCH CONCRETE CULVERT UNDER T.H. 52 NORTHBOUND,
 PP0361'0.2 FEET WEST OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRECAST
 PP0361'CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND FLUSH WITH THE
 PP0361'GROUND.  SW 1/4 SECTION 36, T 110N, R 16W.
 PP0361
 PP0361                          STATION RECOVERY (2004)
 PP0361
 PP0361'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0361'MARK WAS FOUND 12 INCHES BELOW GRADE
 PP0361
 PP0361                          STATION RECOVERY (2005)
 PP0361
 PP0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 PP0361'0.7 MI (1.1 KM) SOUTHWEST OF ZUMBROTA, 0.9 MI (1.4 KM) SOUTH ALONG
 PP0361'TRUNK HIGHWAY 58 FROM THE JUNCTION OF TRUNK HIGHWAY 58 AND COUNTY ROAD
 PP0361'10 IN ZUMBROTA, 0.5 MI (0.8 KM) NORTHWEST OF THE JUNCTION OF TRUNK
 PP0361'HIGHWAY 58 AND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILE POINT 77.8,
 PP0361'100 FT (30.5 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52.
 PP0361' 
 PP0361'IT IS 118 FT (36.0 M) NORTH OF POWER POLE, 76 FT (23.2 M) SOUTH OF
 PP0361'NORTHEAST END OF CONCRETE CULVERT, 0.2 FT (6 CM) WEST OF A WITNESS
 PP0361'POST.
 PP0361
 PP0361                          STATION RECOVERY (2009)
 PP0361
 PP0361'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0361'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0362 ***********************************************************************
 PP0362  DESIGNATION -  2506 C
 PP0362  PID         -  PP0362
 PP0362  STATE/COUNTY-  MN/GOODHUE
 PP0362  COUNTRY     -  US
 PP0362  USGS QUAD   -  ZUMBROTA (1968)
 PP0362
 PP0362                         *CURRENT SURVEY CONTROL
 PP0362  ______________________________________________________________________
 PP0362* NAD 83(1986) POSITION- 44 17 24.10   (N) 092 41 00.70   (W)   HD_HELD1  
 PP0362* NAVD 88 ORTHO HEIGHT -   318.064  (meters)    1043.52  (feet) ADJUSTED  
 PP0362  ______________________________________________________________________
 PP0362  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 PP0362  DYNAMIC HEIGHT  -        318.005 (meters)     1043.32  (feet) COMP
 PP0362  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 PP0362
 PP0362  VERT ORDER      -  SECOND    CLASS I
 PP0362
 PP0362.The horizontal coordinates were established by differentially corrected
 PP0362.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0362.
 PP0362.The orthometric height was determined by differential leveling and
 PP0362.adjusted in June 1991.
 PP0362
 PP0362.Photographs are available for this station.
 PP0362
 PP0362.The dynamic height is computed by dividing the NAVD 88
 PP0362.geopotential number by the normal gravity value computed on the
 PP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0362.degrees latitude (g = 980.6199 gals.).
 PP0362
 PP0362.The modeled gravity was interpolated from observed gravity values.
 PP0362
 PP0362;                    North         East    Units  Estimated Accuracy
 PP0362;SPC MN S     -   244,182.7     905,061.5     MT  (+/- 3 meters HH1 GPS) 
 PP0362
 PP0362                          SUPERSEDED SURVEY CONTROL
 PP0362
 PP0362  NGVD 29 (??/??/92)  318.020  (m)         1043.37   (f) ADJ UNCH    2 0
 PP0362
 PP0362.Superseded values are not recommended for survey control.
 PP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0362.See file dsdata.txt to determine how the superseded data were derived.
 PP0362
 PP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2524804135(NAD 83)
 PP0362
 PP0362_MARKER: DB = BENCH MARK DISK
 PP0362_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0362_STAMPING: 2506 C 1961 1043
 PP0362_MARK LOGO: MNDT  
 PP0362_PROJECTION: RECESSED 10 CENTIMETERS
 PP0362_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0362+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP0362
 PP0362  HISTORY     - Date     Condition        Report By
 PP0362  HISTORY     - 1961     MONUMENTED       MNDT
 PP0362  HISTORY     - 1972     GOOD             MNDT
 PP0362  HISTORY     - 20040918 GOOD             USPSQD
 PP0362  HISTORY     - 20041007 GOOD             MNDT
 PP0362  HISTORY     - 20090624 GOOD             MNDT
 PP0362
 PP0362                          STATION DESCRIPTION
 PP0362
 PP0362'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0362'0.7 MI SW FROM ZUMBROTA.
 PP0362'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0362'3RD STREET AND T.H. 58 IN ZUMBROTA, NEAR THE T.H. 60 BRIDGE OVER T.H.
 PP0362'52, NEAR THE SOUTH END OF THE SOUTHWEST RAMP, ABOUT 0.15 MILES SOUTH
 PP0362'OF THE BRIDGE, 108 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 PP0362'LANE OF T.H. 52 AT MILE POINT 78.1 (STA. 1114+00), 215 FEET SOUTHWEST
 PP0362'OF THE CONCRETE NOSE BETWEEN THE SOUTHBOUND LANE AND THE ACCESS RAMP,
 PP0362'21 FEET WEST OF THE CENTERLINE OF A FIELD ROAD, 7 FEET EAST OF A RIGHT
 PP0362'OF WAY POST, 6 FEET WEST OF A RIGHT OF WAY POST, IN THE TOP OF A 6
 PP0362'FOOT PRECAST CONCRETE MONUMENT SET ABOUT LEVEL WITH T.H. 52 AND
 PP0362'PROJECTING 5 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 36, T 110N, R
 PP0362'16W.
 PP0362
 PP0362                          STATION RECOVERY (2004)
 PP0362
 PP0362'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0362'MARK FOUND 3 INCHES BELOW GRADE
 PP0362
 PP0362                          STATION RECOVERY (2004)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0362'0.7 MI (1.1 KM) SOUTHWEST FROM ZUMBROTA, 0.15 MI (0.2 KM) SOUTH OF
 PP0362'TRUNK HIGHWAY 60 WEST, BRIDGE OVER TRUNK HIGHWAY 52, AT TRUNK HIGHWAY
 PP0362'52 MILE POINT 78.1, 108 FT (32.9 M) SOUTHWEST OF SOUTHBOUND TRUNK
 PP0362'HIGHWAY 52. 0.5 FT (15 CM) NORTHEAST OF A WITNESS POST.
 PP0362
 PP0362                          STATION RECOVERY (2009)
 PP0362
 PP0362'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0363 ***********************************************************************
 PP0363  DESIGNATION -  2506 D
 PP0363  PID         -  PP0363
 PP0363  STATE/COUNTY-  MN/GOODHUE
 PP0363  COUNTRY     -  US
 PP0363  USGS QUAD   -  ZUMBROTA (1968)
 PP0363
 PP0363                         *CURRENT SURVEY CONTROL
 PP0363  ______________________________________________________________________
 PP0363* NAD 83(1986) POSITION- 44 17 32.80   (N) 092 41 01.60   (W)   HD_HELD1  
 PP0363* NAVD 88 ORTHO HEIGHT -   317.649  (meters)    1042.15  (feet) ADJUSTED  
 PP0363  ______________________________________________________________________
 PP0363  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 PP0363  DYNAMIC HEIGHT  -        317.591 (meters)     1041.96  (feet) COMP
 PP0363  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0363
 PP0363  VERT ORDER      -  SECOND    CLASS I
 PP0363
 PP0363.The horizontal coordinates were established by differentially corrected
 PP0363.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0363.
 PP0363.The orthometric height was determined by differential leveling and
 PP0363.adjusted in October 2010.
 PP0363
 PP0363.Photographs are available for this station.
 PP0363
 PP0363.The dynamic height is computed by dividing the NAVD 88
 PP0363.geopotential number by the normal gravity value computed on the
 PP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0363.degrees latitude (g = 980.6199 gals.).
 PP0363
 PP0363.The modeled gravity was interpolated from observed gravity values.
 PP0363
 PP0363;                    North         East    Units  Estimated Accuracy
 PP0363;SPC MN S     -   244,450.8     905,037.2     MT  (+/- 3 meters HH1 GPS) 
 PP0363
 PP0363                          SUPERSEDED SURVEY CONTROL
 PP0363
 PP0363  NAVD 88 (06/15/91)  317.646  (m)         1042.14   (f) SUPERSEDED  2 1
 PP0363  NGVD 29 (??/??/92)  317.602  (m)         1042.00   (f) ADJ UNCH    2 0
 PP0363
 PP0363.Superseded values are not recommended for survey control.
 PP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0363.See file dsdata.txt to determine how the superseded data were derived.
 PP0363
 PP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2522704403(NAD 83)
 PP0363
 PP0363_MARKER: DB = BENCH MARK DISK
 PP0363_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0363_SP_SET: BRIDGE ABUTMENT
 PP0363_STAMPING: 2506 D 1961 1042
 PP0363_MARK LOGO: MNDT  
 PP0363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0363+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP0363
 PP0363  HISTORY     - Date     Condition        Report By
 PP0363  HISTORY     - 1961     MONUMENTED       MNHD
 PP0363  HISTORY     - 1972     GOOD             MNDT
 PP0363  HISTORY     - 20040918 GOOD             USPSQD
 PP0363  HISTORY     - 20041007 GOOD             MNDT
 PP0363  HISTORY     - 20051201 GOOD             MNDT
 PP0363  HISTORY     - 20090624 GOOD             MNDT
 PP0363
 PP0363                          STATION DESCRIPTION
 PP0363
 PP0363'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0363'0.75 MI W FROM ZUMBROTA.
 PP0363'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0363'3RD STREET AND T.H. 58 IN ZUMBROTA, AT THE JUNCTION OF T.H. 52 AND
 PP0363'T.H. 60 (LEADING TO WANAMINGO) IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP0363'9662, T.H. 60 OVER T.H. 52.  NW 1/4 SECTION 36, T 110N, R 16W.
 PP0363
 PP0363                          STATION RECOVERY (2004)
 PP0363
 PP0363'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0363'RECOVERED IN GOOD CONDITION.
 PP0363
 PP0363                          STATION RECOVERY (2004)
 PP0363
 PP0363'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PP0363'RECOVERED AS DESCRIBED.
 PP0363
 PP0363                          STATION RECOVERY (2005)
 PP0363
 PP0363'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0363'0.75 MILES WEST FROM ZUMBROTA, AT JUNCTION OF TRUNK HIGHWAY 52 AND
 PP0363'TRUNK HIGHWAY 60 WEST IN ZUMBROTA, IN SOUTHEAST CORNER OF TRUNK
 PP0363'HIGHWAY 60 BRIDGE 9662 OVER TRUNK HIGHWAY 52.
 PP0363
 PP0363                          STATION RECOVERY (2009)
 PP0363
 PP0363'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0363'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3413 ***********************************************************************
 DM3413  DESIGNATION -  2506 D 1
 DM3413  PID         -  DM3413
 DM3413  STATE/COUNTY-  MN/GOODHUE
 DM3413  COUNTRY     -  US
 DM3413  USGS QUAD   -  ZUMBROTA (1968)
 DM3413
 DM3413                         *CURRENT SURVEY CONTROL
 DM3413  ______________________________________________________________________
 DM3413* NAD 83(1986) POSITION- 44 17 26.     (N) 092 40 52.     (W)   SCALED    
 DM3413* NAVD 88 ORTHO HEIGHT -   321.391  (meters)    1054.43  (feet) ADJUSTED  
 DM3413  ______________________________________________________________________
 DM3413  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 DM3413  DYNAMIC HEIGHT  -        321.332 (meters)     1054.24  (feet) COMP
 DM3413  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 DM3413
 DM3413  VERT ORDER      -  SECOND    CLASS I
 DM3413
 DM3413.The horizontal coordinates were scaled from a topographic map and have
 DM3413.an estimated accuracy of +/- 6 seconds.
 DM3413.
 DM3413.The orthometric height was determined by differential leveling and
 DM3413.adjusted in October 2010.
 DM3413
 DM3413.No vertical observational check was made to the station.
 DM3413
 DM3413.The dynamic height is computed by dividing the NAVD 88
 DM3413.geopotential number by the normal gravity value computed on the
 DM3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3413.degrees latitude (g = 980.6199 gals.).
 DM3413
 DM3413.The modeled gravity was interpolated from observed gravity values.
 DM3413
 DM3413;                    North         East    Units  Estimated Accuracy
 DM3413;SPC MN S     -   244,240.      905,250.      MT  (+/- 180 meters Scaled)
 DM3413
 DM3413                          SUPERSEDED SURVEY CONTROL
 DM3413
 DM3413.No superseded survey control is available for this station.
 DM3413
 DM3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK254041(NAD 83)
 DM3413
 DM3413_MARKER: DD = SURVEY DISK
 DM3413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3413_STAMPING: 2506 D 1 2004
 DM3413_MARK LOGO: MNDT  
 DM3413_PROJECTION: RECESSED 5 CENTIMETERS
 DM3413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3413+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 DM3413_ROD/PIPE-DEPTH:  7.6 meters
 DM3413
 DM3413  HISTORY     - Date     Condition        Report By
 DM3413  HISTORY     - 2004     MONUMENTED       MNDT
 DM3413  HISTORY     - 20041007 GOOD             MNDT
 DM3413
 DM3413                          STATION DESCRIPTION
 DM3413
 DM3413'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3413'0.05 MI (0.1 KM) EAST ALONG FIFTH STREET IN ZUMBROTA FROM THE JUNCTION
 DM3413'OF FIFTH STREET, TRUNK HIGHWAY, 52 AND TRUNK HIGHWAY 60 WEST, THEN
 DM3413'0.20 MI (0.3 KM) SOUTH AND EAST ALONG A FRONTAGE ROAD.  THE MARK IS BY
 DM3413'THE MAINTENANCE SHOP, BUILDING 91339.
 DM3413' 
 DM3413'IT IS 50 FT (15.2 M) NORTHEAST OF THE NORTHEAST CORNER OF BUILDING,
 DM3413'100 FT (30.5 M) NORTH OF FIRE HYDRANT, 110 FT (33.5 M) NORTH-NORTHEAST
 DM3413'OF THE SOUTHEAST CORNER OF BUILDING, 3.65 FT (1.1 M) NORTHEAST OF A
 DM3413'WITNESS POST.
 DM3413
 DM3413                          STATION RECOVERY (2004)
 DM3413
 DM3413'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KMS)
 DM3413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0223 ***********************************************************************
 PP0223  DESIGNATION -  2506 E
 PP0223  PID         -  PP0223
 PP0223  STATE/COUNTY-  MN/GOODHUE
 PP0223  COUNTRY     -  US
 PP0223  USGS QUAD   -  ZUMBROTA (1968)
 PP0223
 PP0223                         *CURRENT SURVEY CONTROL
 PP0223  ______________________________________________________________________
 PP0223* NAD 83(1986) POSITION- 44 17 42.     (N) 092 41 09.     (W)   SCALED    
 PP0223* NAVD 88 ORTHO HEIGHT -   306.244  (meters)    1004.74  (feet) ADJUSTED  
 PP0223  ______________________________________________________________________
 PP0223  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 PP0223  DYNAMIC HEIGHT  -        306.187 (meters)     1004.55  (feet) COMP
 PP0223  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0223
 PP0223  VERT ORDER      -  SECOND    CLASS 0
 PP0223
 PP0223.The horizontal coordinates were scaled from a topographic map and have
 PP0223.an estimated accuracy of +/- 6 seconds.
 PP0223.
 PP0223.The orthometric height was determined by differential leveling and
 PP0223.adjusted in June 1991.
 PP0223
 PP0223.Photographs are available for this station.
 PP0223
 PP0223.The dynamic height is computed by dividing the NAVD 88
 PP0223.geopotential number by the normal gravity value computed on the
 PP0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0223.degrees latitude (g = 980.6199 gals.).
 PP0223
 PP0223.The modeled gravity was interpolated from observed gravity values.
 PP0223
 PP0223;                    North         East    Units  Estimated Accuracy
 PP0223;SPC MN S     -   244,730.      904,870.      MT  (+/- 180 meters Scaled)
 PP0223
 PP0223                          SUPERSEDED SURVEY CONTROL
 PP0223
 PP0223  NGVD 29 (??/??/92)  306.200  (m)         1004.59   (f) ADJ UNCH    2 0
 PP0223
 PP0223.Superseded values are not recommended for survey control.
 PP0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0223.See file dsdata.txt to determine how the superseded data were derived.
 PP0223
 PP0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK250046(NAD 83)
 PP0223
 PP0223_MARKER: DD = SURVEY DISK
 PP0223_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0223_STAMPING: 2506 E 1961 1004
 PP0223_MARK LOGO: MNHD  
 PP0223_PROJECTION: FLUSH
 PP0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0223+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP0223
 PP0223  HISTORY     - Date     Condition        Report By
 PP0223  HISTORY     - 1961     MONUMENTED       MNDT
 PP0223  HISTORY     - 1972     GOOD             MNDT
 PP0223  HISTORY     - 20040918 GOOD             USPSQD
 PP0223  HISTORY     - 20090624 GOOD             MNDT
 PP0223
 PP0223                          STATION DESCRIPTION
 PP0223
 PP0223'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0223'0.75 MI W FROM ZUMBROTA.
 PP0223'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0223'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 0.25 MILES NORTH OF T.H.
 PP0223'60, 0.1 MILE SOUTH OF A BOX CULVERT UNDER T.H. 52, 107 FEET WEST OF
 PP0223'THE CENTERLINE OF T.H. 52 SOUTHBOUND AT MILE POINT 78.5 (STA.
 PP0223'1093+50), AT THE NORTH END OF THE NORTHWEST RAMP, 90 FEET SOUTH OF A
 PP0223'POWER LINE CROSSING, 90 FEET SOUTHEAST OF A POWER POLE ON AN EAST-WEST
 PP0223'POLE LINE (POLE LINE MILE MARKER 590), 36 FEET EAST OF A NORTH-SOUTH
 PP0223'FENCE LINE, 7 FEET SOUTHWEST OF A RIGHT OF WAY POST, 5 FEET NORTHEAST
 PP0223'OF A RIGHT OF WAY POST, 0.3 FEET EAST OF A STEEL WITNESS POST IN THE
 PP0223'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 3 FEET LOWER THAN T.H.
 PP0223'52 AND FLUSH WITH THE GROUND.  NW 1/4 SECTION 36, T 110N, R 16W.
 PP0223
 PP0223                          STATION RECOVERY (2004)
 PP0223
 PP0223'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0223'RECOVERED IN GOOD CONDITION.
 PP0223
 PP0223                          STATION RECOVERY (2009)
 PP0223
 PP0223'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0223'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0224 ***********************************************************************
 PP0224  DESIGNATION -  2506 E 1
 PP0224  PID         -  PP0224
 PP0224  STATE/COUNTY-  MN/GOODHUE
 PP0224  COUNTRY     -  US
 PP0224  USGS QUAD   -  ZUMBROTA (1968)
 PP0224
 PP0224                         *CURRENT SURVEY CONTROL
 PP0224  ______________________________________________________________________
 PP0224* NAD 83(1986) POSITION- 44 17 47.00   (N) 092 41 08.00   (W)   HD_HELD1  
 PP0224* NAVD 88 ORTHO HEIGHT -   302.370  (meters)     992.03  (feet) ADJUSTED  
 PP0224  ______________________________________________________________________
 PP0224  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 PP0224  DYNAMIC HEIGHT  -        302.314 (meters)      991.84  (feet) COMP
 PP0224  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0224
 PP0224  VERT ORDER      -  SECOND    CLASS 0
 PP0224
 PP0224.The horizontal coordinates were established by differentially corrected
 PP0224.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0224.
 PP0224.The orthometric height was determined by differential leveling and
 PP0224.adjusted in June 1991.
 PP0224
 PP0224.Photographs are available for this station.
 PP0224
 PP0224.The dynamic height is computed by dividing the NAVD 88
 PP0224.geopotential number by the normal gravity value computed on the
 PP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0224.degrees latitude (g = 980.6199 gals.).
 PP0224
 PP0224.The modeled gravity was interpolated from observed gravity values.
 PP0224
 PP0224;                    North         East    Units  Estimated Accuracy
 PP0224;SPC MN S     -   244,886.7     904,888.3     MT  (+/- 3 meters HH1 GPS) 
 PP0224
 PP0224                          SUPERSEDED SURVEY CONTROL
 PP0224
 PP0224  NGVD 29 (??/??/92)  302.326  (m)          991.88   (f) ADJ UNCH    2 0
 PP0224
 PP0224.Superseded values are not recommended for survey control.
 PP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0224.See file dsdata.txt to determine how the superseded data were derived.
 PP0224
 PP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2508404841(NAD 83)
 PP0224
 PP0224_MARKER: DB = BENCH MARK DISK
 PP0224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0224_SP_SET: HEADWALL BOX CULVERT
 PP0224_STAMPING: 2506 E 1 1972
 PP0224_MARK LOGO: MNHD  
 PP0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0224+STABILITY: SURFACE MOTION
 PP0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0224+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP0224
 PP0224  HISTORY     - Date     Condition        Report By
 PP0224  HISTORY     - 1972     MONUMENTED       MNDT
 PP0224  HISTORY     - 20040918 GOOD             USPSQD
 PP0224  HISTORY     - 20090624 GOOD             MNDT
 PP0224
 PP0224                          STATION DESCRIPTION
 PP0224
 PP0224'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0224'0.8 MI NE FROM ZUMBROTA.
 PP0224'MARK IS LOCATED 0.75 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0224'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 0.3 MILES NORTH ALONG T.H.
 PP0224'52, IN THE SOUTHEAST CORNER OF AN 8 X 10 FOOT BOX CULVERT ABOUT 10
 PP0224'FEET LOWER THAN THE ROADWAY.  SW 1/4 SECTION 25, T 110N, R 16W.
 PP0224
 PP0224                          STATION RECOVERY (2004)
 PP0224
 PP0224'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0224'RECOVERED IN GOOD CONDITION.
 PP0224
 PP0224                          STATION RECOVERY (2009)
 PP0224
 PP0224'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0226 ***********************************************************************
 PP0226  DESIGNATION -  2506 G
 PP0226  PID         -  PP0226
 PP0226  STATE/COUNTY-  MN/GOODHUE
 PP0226  COUNTRY     -  US
 PP0226  USGS QUAD   -  ZUMBROTA (1968)
 PP0226
 PP0226                         *CURRENT SURVEY CONTROL
 PP0226  ______________________________________________________________________
 PP0226* NAD 83(1986) POSITION- 44 18 12.00   (N) 092 41 18.00   (W)   HD_HELD1  
 PP0226* NAVD 88 ORTHO HEIGHT -   299.299  (meters)     981.95  (feet) ADJUSTED  
 PP0226  ______________________________________________________________________
 PP0226  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 PP0226  DYNAMIC HEIGHT  -        299.243 (meters)      981.77  (feet) COMP
 PP0226  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 PP0226
 PP0226  VERT ORDER      -  SECOND    CLASS 0
 PP0226
 PP0226.The horizontal coordinates were established by differentially corrected
 PP0226.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0226.
 PP0226.The orthometric height was determined by differential leveling and
 PP0226.adjusted in June 1991.
 PP0226
 PP0226.Photographs are available for this station.
 PP0226
 PP0226.The dynamic height is computed by dividing the NAVD 88
 PP0226.geopotential number by the normal gravity value computed on the
 PP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0226.degrees latitude (g = 980.6199 gals.).
 PP0226
 PP0226.The modeled gravity was interpolated from observed gravity values.
 PP0226
 PP0226;                    North         East    Units  Estimated Accuracy
 PP0226;SPC MN S     -   245,654.7     904,654.3     MT  (+/- 3 meters HH1 GPS) 
 PP0226
 PP0226                          SUPERSEDED SURVEY CONTROL
 PP0226
 PP0226  NGVD 29 (??/??/92)  299.253  (m)          981.80   (f) ADJ UNCH    2 0
 PP0226
 PP0226.Superseded values are not recommended for survey control.
 PP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0226.See file dsdata.txt to determine how the superseded data were derived.
 PP0226
 PP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2485905611(NAD 83)
 PP0226
 PP0226_MARKER: DB = BENCH MARK DISK
 PP0226_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0226_STAMPING: 2506 G 1961 981
 PP0226_MARK LOGO: MNHD  
 PP0226_PROJECTION: FLUSH
 PP0226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0226+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP0226
 PP0226  HISTORY     - Date     Condition        Report By
 PP0226  HISTORY     - 1961     MONUMENTED       MNDT
 PP0226  HISTORY     - 1972     GOOD             MNDT
 PP0226  HISTORY     - 20040918 GOOD             USPSQD
 PP0226  HISTORY     - 20090624 GOOD             MNDT
 PP0226
 PP0226                          STATION DESCRIPTION
 PP0226
 PP0226'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0226'1.2 MI NW FROM ZUMBROTA.
 PP0226'MARK IS LOCATED 0.75 MILE WEST ALONG 3RD STREET FROM THE INTERSECTION
 PP0226'OF 3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 0.7 MILE NORTH ALONG
 PP0226'T.H. 52 FROM THE T.H. 60 BRIDGE, ABOUT 400 FEET SOUTH OF AN
 PP0226'INTERNATIONAL HARVERSTER DEALER, 98 FEET EAST OF THE CENTERLINE OF THE
 PP0226'NORTHBOUND LANE OF T.H. 52, AT MILE POINT 79.1 (STA. 1064+00), 36 FEET
 PP0226'NORTHEAST OF A 3 INCH APPLE TREE, 53 FEET SOUTH-SOUTHWEST OF A 3 INCH
 PP0226'APPLE TREE, ABOUT 185 FEET SOUTH OF A ROAD LEADING TO THE I.H. DEALER,
 PP0226'0.3 FEET WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 PP0226'CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND PROJECTING 2
 PP0226'INCHES ABOVE THE GROUND.  SW 1/4 SECTION 25, T 110N, R 16W.
 PP0226
 PP0226                          STATION RECOVERY (2004)
 PP0226
 PP0226'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0226'RECOVERED IN GOOD CONDITION.
 PP0226
 PP0226                          STATION RECOVERY (2009)
 PP0226
 PP0226'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0228 ***********************************************************************
 PP0228  DESIGNATION -  2506 J
 PP0228  PID         -  PP0228
 PP0228  STATE/COUNTY-  MN/GOODHUE
 PP0228  COUNTRY     -  US
 PP0228  USGS QUAD   -  ZUMBROTA (1968)
 PP0228
 PP0228                         *CURRENT SURVEY CONTROL
 PP0228  ______________________________________________________________________
 PP0228* NAD 83(1986) POSITION- 44 18 26.00   (N) 092 41 30.00   (W)   HD_HELD1  
 PP0228* NAVD 88 ORTHO HEIGHT -   297.870  (meters)     977.26  (feet) ADJUSTED  
 PP0228  ______________________________________________________________________
 PP0228  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 PP0228  DYNAMIC HEIGHT  -        297.815 (meters)      977.08  (feet) COMP
 PP0228  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0228
 PP0228  VERT ORDER      -  SECOND    CLASS 0
 PP0228
 PP0228.The horizontal coordinates were established by differentially corrected
 PP0228.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0228.
 PP0228.The orthometric height was determined by differential leveling and
 PP0228.adjusted in June 1991.
 PP0228
 PP0228.The dynamic height is computed by dividing the NAVD 88
 PP0228.geopotential number by the normal gravity value computed on the
 PP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0228.degrees latitude (g = 980.6199 gals.).
 PP0228
 PP0228.The modeled gravity was interpolated from observed gravity values.
 PP0228
 PP0228;                    North         East    Units  Estimated Accuracy
 PP0228;SPC MN S     -   246,082.5     904,381.4     MT  (+/- 3 meters HH1 GPS) 
 PP0228
 PP0228                          SUPERSEDED SURVEY CONTROL
 PP0228
 PP0228  NGVD 29 (??/??/92)  297.823  (m)          977.11   (f) ADJ UNCH    2 0
 PP0228
 PP0228.Superseded values are not recommended for survey control.
 PP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0228.See file dsdata.txt to determine how the superseded data were derived.
 PP0228
 PP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2459206042(NAD 83)
 PP0228
 PP0228_MARKER: DD = SURVEY DISK
 PP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0228_STAMPING: 2506 J 1961 977
 PP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0228+STABILITY: SURFACE MOTION
 PP0228
 PP0228  HISTORY     - Date     Condition        Report By
 PP0228  HISTORY     - 1961     MONUMENTED       MNDT
 PP0228  HISTORY     - 1972     GOOD             MNDT
 PP0228  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0228  HISTORY     - 20090729 MARK NOT FOUND   MNDT
 PP0228
 PP0228                          STATION DESCRIPTION
 PP0228
 PP0228'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0228'1.5 MI NW FROM ZUMBROTA.
 PP0228'MARK IS LOCATED 0.75 MILE WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0228'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 1.2 MILES NORTHWEST ALONG
 PP0228'T.H. 52 FROM T.H. 60 BRIDGE 100 FEET SOUTHWEST OF THE CENTERLINE OF
 PP0228'THE SOUTHBOUND LANE OF T.H. 52 AT MILE POINT 79.5 (STA. 1050+96), 119
 PP0228'FEET NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE CULVERT UNDER
 PP0228'T.H. 52 SOUTHBOUND, 57 FEET SOUTHEAST OF THE EAST LEG OF AN
 PP0228'ADVERTISING SIGN, 4 FEET NORTHWEST OF A STEEL RIGHT OF WAY POST, 1
 PP0228'FOOT NORTHEAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 PP0228'CONCRETE MONUMENT SET LEVEL WITH THE ROADWAY AND PROJECTING 3 INCHES
 PP0228'ABOVE THE GROUND.  NW 1/4 SECTION 26, T 110N, R 16W.
 PP0228
 PP0228                          STATION RECOVERY (2004)
 PP0228
 PP0228'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0228'CONCRETE MONUMENT ERODING, NO WITNESS POST
 PP0228
 PP0228                          STATION RECOVERY (2009)
 PP0228
 PP0228'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0228'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0231 ***********************************************************************
 PP0231  DESIGNATION -  2506 L 1
 PP0231  PID         -  PP0231
 PP0231  STATE/COUNTY-  MN/GOODHUE
 PP0231  COUNTRY     -  US
 PP0231  USGS QUAD   -  ZUMBROTA (1968)
 PP0231
 PP0231                         *CURRENT SURVEY CONTROL
 PP0231  ______________________________________________________________________
 PP0231* NAD 83(1986) POSITION- 44 19 12.00   (N) 092 42 18.00   (W)   HD_HELD1  
 PP0231* NAVD 88 ORTHO HEIGHT -   301.407  (meters)     988.87  (feet) ADJUSTED  
 PP0231  ______________________________________________________________________
 PP0231  GEOID HEIGHT    -        -29.88  (meters)                     GEOID09
 PP0231  DYNAMIC HEIGHT  -        301.351 (meters)      988.68  (feet) COMP
 PP0231  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 PP0231
 PP0231  VERT ORDER      -  SECOND    CLASS 0
 PP0231
 PP0231.The horizontal coordinates were established by differentially corrected
 PP0231.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0231.
 PP0231.The orthometric height was determined by differential leveling and
 PP0231.adjusted in June 1991.
 PP0231
 PP0231.Photographs are available for this station.
 PP0231
 PP0231.The dynamic height is computed by dividing the NAVD 88
 PP0231.geopotential number by the normal gravity value computed on the
 PP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0231.degrees latitude (g = 980.6199 gals.).
 PP0231
 PP0231.The modeled gravity was interpolated from observed gravity values.
 PP0231
 PP0231;                    North         East    Units  Estimated Accuracy
 PP0231;SPC MN S     -   247,485.1     903,295.3     MT  (+/- 3 meters HH1 GPS) 
 PP0231
 PP0231                          SUPERSEDED SURVEY CONTROL
 PP0231
 PP0231  NGVD 29 (??/??/92)  301.357  (m)          988.70   (f) ADJ UNCH    2 0
 PP0231
 PP0231.Superseded values are not recommended for survey control.
 PP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0231.See file dsdata.txt to determine how the superseded data were derived.
 PP0231
 PP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2352307457(NAD 83)
 PP0231
 PP0231_MARKER: DB = BENCH MARK DISK
 PP0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0231_SP_SET: BRIDGE ABUTMENT
 PP0231_STAMPING: 2506 L 1 1972
 PP0231_MARK LOGO: MNHD  
 PP0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0231+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 PP0231
 PP0231  HISTORY     - Date     Condition        Report By
 PP0231  HISTORY     - 1972     MONUMENTED       MNDT
 PP0231  HISTORY     - 20040918 GOOD             USPSQD
 PP0231  HISTORY     - 20090729 GOOD             MNDT
 PP0231
 PP0231                          STATION DESCRIPTION
 PP0231
 PP0231'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0231'2.5 MI NW FROM ZUMBROTA.
 PP0231'MARK IS LOCATED 0.7 MILE WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0231'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 2.2 NORTHWEST ALONG T.H. 52
 PP0231'FROM THE T.H. 60 BRIDGE, IN THE SOUTHEAST ABUTMENT OF BRIDGE NO. 9414,
 PP0231'T.H. 52 SOUTHBOUND OVER THE NORTH FORK OF THE ZUMBRO RIVER.  NW 1/4
 PP0231'SECTION 23, T 110N, R 16W.
 PP0231
 PP0231                          STATION RECOVERY (2004)
 PP0231
 PP0231'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0231'RECOVERED IN GOOD CONDITION.
 PP0231
 PP0231                          STATION RECOVERY (2009)
 PP0231
 PP0231'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0233 ***********************************************************************
 PP0233  DESIGNATION -  2506 M
 PP0233  PID         -  PP0233
 PP0233  STATE/COUNTY-  MN/GOODHUE
 PP0233  COUNTRY     -  US
 PP0233  USGS QUAD   -  ZUMBROTA (1968)
 PP0233
 PP0233                         *CURRENT SURVEY CONTROL
 PP0233  ______________________________________________________________________
 PP0233* NAD 83(1986) POSITION- 44 19 27.00   (N) 092 42 36.00   (W)   HD_HELD1  
 PP0233* NAVD 88 ORTHO HEIGHT -   302.065  (meters)     991.02  (feet) ADJUSTED  
 PP0233  ______________________________________________________________________
 PP0233  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 PP0233  DYNAMIC HEIGHT  -        302.009 (meters)      990.84  (feet) COMP
 PP0233  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 PP0233
 PP0233  VERT ORDER      -  SECOND    CLASS 0
 PP0233
 PP0233.The horizontal coordinates were established by differentially corrected
 PP0233.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0233.
 PP0233.The orthometric height was determined by differential leveling and
 PP0233.adjusted in June 1991.
 PP0233
 PP0233.Photographs are available for this station.
 PP0233
 PP0233.The dynamic height is computed by dividing the NAVD 88
 PP0233.geopotential number by the normal gravity value computed on the
 PP0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0233.degrees latitude (g = 980.6199 gals.).
 PP0233
 PP0233.The modeled gravity was interpolated from observed gravity values.
 PP0233
 PP0233;                    North         East    Units  Estimated Accuracy
 PP0233;SPC MN S     -   247,941.7     902,889.2     MT  (+/- 3 meters HH1 GPS) 
 PP0233
 PP0233                          SUPERSEDED SURVEY CONTROL
 PP0233
 PP0233  NGVD 29 (??/??/92)  302.014  (m)          990.86   (f) ADJ UNCH    2 0
 PP0233
 PP0233.Superseded values are not recommended for survey control.
 PP0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0233.See file dsdata.txt to determine how the superseded data were derived.
 PP0233
 PP0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2312307919(NAD 83)
 PP0233
 PP0233_MARKER: DD = SURVEY DISK
 PP0233_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0233_SP_SET: HEADWALL BOX CULVERT
 PP0233_STAMPING: 2506 M 1972
 PP0233_MARK LOGO: MNHD  
 PP0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0233+STABILITY: SURFACE MOTION
 PP0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0233+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 PP0233
 PP0233  HISTORY     - Date     Condition        Report By
 PP0233  HISTORY     - 1972     MONUMENTED       MNDT
 PP0233  HISTORY     - 20040918 GOOD             USPSQD
 PP0233  HISTORY     - 20090729 GOOD             MNDT
 PP0233
 PP0233                          STATION DESCRIPTION
 PP0233
 PP0233'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0233'2.9 MI NW FROM ZUMBROTA.
 PP0233'MARK IS LOCATED 0.7 MILE WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0233'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 2.6 MILES NORTHWEST ALONG
 PP0233'T.H. 52 FROM T.H. 60 BRIDGE, 300 FEET SOUTHEAST OF COUNTY ROAD 7, IN
 PP0233'THE NORTHEAST (MOST EASTERLY) CORNER OF A DOUBLE BOX CULVERT UNDER
 PP0233'T.H. 52 NORTHBOUND OVER A SMALL CREEK AT MILE POINT 90.0, 4 FEET LOWER
 PP0233'THAN THE ROADWAY.
 PP0233
 PP0233                          STATION RECOVERY (2004)
 PP0233
 PP0233'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0233'RECOVERED IN GOOD CONDITION.
 PP0233
 PP0233                          STATION RECOVERY (2009)
 PP0233
 PP0233'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0233'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0234 ***********************************************************************
 PP0234  DESIGNATION -  2506 N
 PP0234  PID         -  PP0234
 PP0234  STATE/COUNTY-  MN/GOODHUE
 PP0234  COUNTRY     -  US
 PP0234  USGS QUAD   -  ZUMBROTA (1968)
 PP0234
 PP0234                         *CURRENT SURVEY CONTROL
 PP0234  ______________________________________________________________________
 PP0234* NAD 83(1986) POSITION- 44 19 30.00   (N) 092 42 54.00   (W)   HD_HELD1  
 PP0234* NAVD 88 ORTHO HEIGHT -   313.425  (meters)    1028.30  (feet) ADJUSTED  
 PP0234  ______________________________________________________________________
 PP0234  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 PP0234  DYNAMIC HEIGHT  -        313.367 (meters)     1028.10  (feet) COMP
 PP0234  MODELED GRAVITY -    980,424.5   (mgal)                       NAVD 88
 PP0234
 PP0234  VERT ORDER      -  SECOND    CLASS 0
 PP0234
 PP0234.The horizontal coordinates were established by differentially corrected
 PP0234.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0234.
 PP0234.The orthometric height was determined by differential leveling and
 PP0234.adjusted in June 1991.
 PP0234
 PP0234.The dynamic height is computed by dividing the NAVD 88
 PP0234.geopotential number by the normal gravity value computed on the
 PP0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0234.degrees latitude (g = 980.6199 gals.).
 PP0234
 PP0234.The modeled gravity was interpolated from observed gravity values.
 PP0234
 PP0234;                    North         East    Units  Estimated Accuracy
 PP0234;SPC MN S     -   248,028.0     902,489.0     MT  (+/- 3 meters HH1 GPS) 
 PP0234
 PP0234                          SUPERSEDED SURVEY CONTROL
 PP0234
 PP0234  NGVD 29 (??/??/92)  313.374  (m)         1028.13   (f) ADJ UNCH    2 0
 PP0234
 PP0234.Superseded values are not recommended for survey control.
 PP0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0234.See file dsdata.txt to determine how the superseded data were derived.
 PP0234
 PP0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2272408010(NAD 83)
 PP0234
 PP0234_MARKER: DD = SURVEY DISK
 PP0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0234_STAMPING: 2506 N 1972
 PP0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0234+STABILITY: SURFACE MOTION
 PP0234
 PP0234  HISTORY     - Date     Condition        Report By
 PP0234  HISTORY     - 1972     MONUMENTED       MNDT
 PP0234  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0234  HISTORY     - 20090729 MARK NOT FOUND   MNDT
 PP0234
 PP0234                          STATION DESCRIPTION
 PP0234
 PP0234'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0234'3.2 MI NW FROM ZUMBROTA.
 PP0234'MARK IS LOCATED 0.7 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0234'3RD STREET AND T.H. 58 IN ZUMBROTA, THENCE 2.7 MILES NORTHWEST ALONG
 PP0234'T.H. 52 FROM THE T.H. 60 BRIDGE, ABOUT 100 FEET NORTHWEST OF A COUNTY
 PP0234'ROAD (GRAVEL) AT A CURVE, 70 FEET SOUTHWEST OF THE CENTERLINE OF THE
 PP0234'SOUTHBOUND LANE OF T.H. 52 AT MILE POINT 81.15 (STA. 954+50), 79 FEET
 PP0234'WEST OF A POWER POLE WHICH IS ON A NORTH-SOUTH POLE LINE, 0.5 FEET
 PP0234'NORTHEAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST
 PP0234'CONCRETE MONUMENT SET ABOUT 5 FEET LOWER THAN THE ROADWAY AND
 PP0234'PROJECTING 8 INCHES ABOVE THE GROUND.  NE 1/4 SECTION 22, T 110N, R
 PP0234'16W.
 PP0234
 PP0234                          STATION RECOVERY (2004)
 PP0234
 PP0234'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0234'MARK NOT FOUND.
 PP0234
 PP0234                          STATION RECOVERY (2009)
 PP0234
 PP0234'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0234'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0235 ***********************************************************************
 PP0235  DESIGNATION -  2506 O
 PP0235  PID         -  PP0235
 PP0235  STATE/COUNTY-  MN/GOODHUE
 PP0235  COUNTRY     -  US
 PP0235  USGS QUAD   -  ZUMBROTA (1968)
 PP0235
 PP0235                         *CURRENT SURVEY CONTROL
 PP0235  ______________________________________________________________________
 PP0235* NAD 83(1986) POSITION- 44 19 42.00   (N) 092 43 25.00   (W)   HD_HELD1  
 PP0235* NAVD 88 ORTHO HEIGHT -   334.401  (meters)    1097.11  (feet) ADJUSTED  
 PP0235  ______________________________________________________________________
 PP0235  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 PP0235  DYNAMIC HEIGHT  -        334.339 (meters)     1096.91  (feet) COMP
 PP0235  MODELED GRAVITY -    980,424.2   (mgal)                       NAVD 88
 PP0235
 PP0235  VERT ORDER      -  SECOND    CLASS 0
 PP0235
 PP0235.The horizontal coordinates were established by differentially corrected
 PP0235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0235.
 PP0235.The orthometric height was determined by differential leveling and
 PP0235.adjusted in June 1991.
 PP0235
 PP0235.Photographs are available for this station.
 PP0235
 PP0235.The dynamic height is computed by dividing the NAVD 88
 PP0235.geopotential number by the normal gravity value computed on the
 PP0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0235.degrees latitude (g = 980.6199 gals.).
 PP0235
 PP0235.The modeled gravity was interpolated from observed gravity values.
 PP0235
 PP0235;                    North         East    Units  Estimated Accuracy
 PP0235;SPC MN S     -   248,387.5     901,796.4     MT  (+/- 3 meters HH1 GPS) 
 PP0235
 PP0235                          SUPERSEDED SURVEY CONTROL
 PP0235
 PP0235  NGVD 29 (??/??/92)  334.349  (m)         1096.94   (f) ADJ UNCH    2 0
 PP0235
 PP0235.Superseded values are not recommended for survey control.
 PP0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0235.See file dsdata.txt to determine how the superseded data were derived.
 PP0235
 PP0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2203608378(NAD 83)
 PP0235
 PP0235_MARKER: DB = BENCH MARK DISK
 PP0235_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0235_STAMPING: 2506 O 1972
 PP0235_MARK LOGO: MNHD  
 PP0235_PROJECTION: PROJECTING 30 CENTIMETERS
 PP0235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0235+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 PP0235
 PP0235  HISTORY     - Date     Condition        Report By
 PP0235  HISTORY     - 1972     MONUMENTED       MNDT
 PP0235  HISTORY     - 20040918 GOOD             USPSQD
 PP0235  HISTORY     - 20090729 GOOD             MNDT
 PP0235
 PP0235                          STATION DESCRIPTION
 PP0235
 PP0235'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0235'3.7 MI NW FROM ZUMBROTA.
 PP0235'MARK IS LOCATED 0.7 MILES WEST ALONG 3RD STREET FROM THE JUNCTION OF
 PP0235'3RD STREET, AND T.H. 58 IN ZUMBROTA, THENCE 3.3 MILES NORTHWEST ALONG
 PP0235'T.H. 52 FROM THE T.H. 60 BRIDGE, 99 FEET SOUTHWEST OF THE CENTERLINE
 PP0235'OF THE SOUTHBOUND LANE OF T.H. 52 AT MILE POINT 81.7, (STA. 929+50)
 PP0235'ABOUT 150 FEET SOUTHEAST OF A FIELD ENTRANCE TO THE SOUTH, 21 FEET
 PP0235'NORTHWEST OF A WOODEN FENCE POST, 24 FEET SOUTHWEST OF THE CENTERLINE
 PP0235'OF A TRAIL, 0.2 FEET SOUTH OF A FENCE LINE, 0.5 FEET NORTH OF A STEEL
 PP0235'WITNESS POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0235'ABOUT 3 FEET LOWER THAN THE ROADWAY AND PROJECTING 12 INCHES ABOVE THE
 PP0235'GROUND.  SW 1/4 SECTION 15, T 110N, R 16W.
 PP0235
 PP0235                          STATION RECOVERY (2004)
 PP0235
 PP0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0235'MARK WAS FOUND 6 INCHES ABOVE GRADE
 PP0235
 PP0235                          STATION RECOVERY (2009)
 PP0235
 PP0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KLM)
 PP0235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0237 ***********************************************************************
 PP0237  DESIGNATION -  2506 P
 PP0237  PID         -  PP0237
 PP0237  STATE/COUNTY-  MN/GOODHUE
 PP0237  COUNTRY     -  US
 PP0237  USGS QUAD   -  ZUMBROTA (1968)
 PP0237
 PP0237                         *CURRENT SURVEY CONTROL
 PP0237  ______________________________________________________________________
 PP0237* NAD 83(1986) POSITION- 44 19 54.00   (N) 092 43 48.00   (W)   HD_HELD1  
 PP0237* NAVD 88 ORTHO HEIGHT -   344.952  (meters)    1131.73  (feet) ADJUSTED  
 PP0237  ______________________________________________________________________
 PP0237  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 PP0237  DYNAMIC HEIGHT  -        344.888 (meters)     1131.52  (feet) COMP
 PP0237  MODELED GRAVITY -    980,424.0   (mgal)                       NAVD 88
 PP0237
 PP0237  VERT ORDER      -  SECOND    CLASS 0
 PP0237
 PP0237.The horizontal coordinates were established by differentially corrected
 PP0237.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0237.
 PP0237.The orthometric height was determined by differential leveling and
 PP0237.adjusted in June 1991.
 PP0237
 PP0237.The dynamic height is computed by dividing the NAVD 88
 PP0237.geopotential number by the normal gravity value computed on the
 PP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0237.degrees latitude (g = 980.6199 gals.).
 PP0237
 PP0237.The modeled gravity was interpolated from observed gravity values.
 PP0237
 PP0237;                    North         East    Units  Estimated Accuracy
 PP0237;SPC MN S     -   248,749.9     901,281.2     MT  (+/- 3 meters HH1 GPS) 
 PP0237
 PP0237                          SUPERSEDED SURVEY CONTROL
 PP0237
 PP0237  NGVD 29 (??/??/92)  344.899  (m)         1131.56   (f) ADJ UNCH    2 0
 PP0237
 PP0237.Superseded values are not recommended for survey control.
 PP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0237.See file dsdata.txt to determine how the superseded data were derived.
 PP0237
 PP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2152608746(NAD 83)
 PP0237
 PP0237_MARKER: DD = SURVEY DISK
 PP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0237_STAMPING: 2506 P 1972
 PP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0237+STABILITY: SURFACE MOTION
 PP0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0237+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 PP0237
 PP0237  HISTORY     - Date     Condition        Report By
 PP0237  HISTORY     - 1972     MONUMENTED       MNDT
 PP0237  HISTORY     - 20040918 GOOD             USPSQD
 PP0237  HISTORY     - 20090729 MARK NOT FOUND   MNDT
 PP0237
 PP0237                          STATION DESCRIPTION
 PP0237
 PP0237'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0237'4.2 MI SE FROM HADER.
 PP0237'MARK IS LOCATED 4.2 MILES SOUTHEAST OF THE JUNCTION OF T.H. 52 AND
 PP0237'T.H. 57 IN HADER, 97 FEET SOUTHWEST OF THE CENTERLINE OF T.H. 52
 PP0237'SOUTHBOUND, 71 FEET SOUTHWEST OF MILE POST 82, AT (STA. 910+00)
 PP0237'(STENCIL) IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 3 FEET
 PP0237'LOWER THAN T.H. 52 AND BURIED 2 INCHES BELOW THE GROUND.  SW  SW 1/4
 PP0237'SECTION 15, T 110N, R 16W.
 PP0237
 PP0237                          STATION RECOVERY (2004)
 PP0237
 PP0237'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0237'MARK WAS FOUND 8 INCHES BELOW GRADE
 PP0237
 PP0237                          STATION RECOVERY (2009)
 PP0237
 PP0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0237'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0238 ***********************************************************************
 PP0238  DESIGNATION -  2506 Q
 PP0238  PID         -  PP0238
 PP0238  STATE/COUNTY-  MN/GOODHUE
 PP0238  COUNTRY     -  US
 PP0238  USGS QUAD   -  ZUMBROTA (1968)
 PP0238
 PP0238                         *CURRENT SURVEY CONTROL
 PP0238  ______________________________________________________________________
 PP0238* NAD 83(1986) POSITION- 44 20 04.00   (N) 092 44 16.00   (W)   HD_HELD1  
 PP0238* NAVD 88 ORTHO HEIGHT -   345.242  (meters)    1132.68  (feet) ADJUSTED  
 PP0238  ______________________________________________________________________
 PP0238  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 PP0238  DYNAMIC HEIGHT  -        345.178 (meters)     1132.47  (feet) COMP
 PP0238  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 PP0238
 PP0238  VERT ORDER      -  SECOND    CLASS 0
 PP0238
 PP0238.The horizontal coordinates were established by differentially corrected
 PP0238.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0238.
 PP0238.The orthometric height was determined by differential leveling and
 PP0238.adjusted in June 1991.
 PP0238
 PP0238.Photographs are available for this station.
 PP0238
 PP0238.The dynamic height is computed by dividing the NAVD 88
 PP0238.geopotential number by the normal gravity value computed on the
 PP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0238.degrees latitude (g = 980.6199 gals.).
 PP0238
 PP0238.The modeled gravity was interpolated from observed gravity values.
 PP0238
 PP0238;                    North         East    Units  Estimated Accuracy
 PP0238;SPC MN S     -   249,048.9     900,656.2     MT  (+/- 3 meters HH1 GPS) 
 PP0238
 PP0238                          SUPERSEDED SURVEY CONTROL
 PP0238
 PP0238  NGVD 29 (??/??/92)  345.190  (m)         1132.51   (f) ADJ UNCH    2 0
 PP0238
 PP0238.Superseded values are not recommended for survey control.
 PP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0238.See file dsdata.txt to determine how the superseded data were derived.
 PP0238
 PP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2090409053(NAD 83)
 PP0238
 PP0238_MARKER: DB = BENCH MARK DISK
 PP0238_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0238_SP_SET: POLE
 PP0238_STAMPING: 2506 Q 1972
 PP0238_MARK LOGO: MNHD  
 PP0238_PROJECTION: PROJECTING 15 CENTIMETERS
 PP0238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0238+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 PP0238
 PP0238  HISTORY     - Date     Condition        Report By
 PP0238  HISTORY     - 1972     MONUMENTED       MNDT
 PP0238  HISTORY     - 20040918 GOOD             USPSQD
 PP0238  HISTORY     - 20090729 GOOD             MNDT
 PP0238
 PP0238                          STATION DESCRIPTION
 PP0238
 PP0238'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0238'3.9 MI SE FROM HADER.
 PP0238'MARK IS LOCATED 3.9 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0238'T.H. 52 AND T.H. 57 IN HADER, 100 FEET NORTHEAST OF THE CENTERLINE OF
 PP0238'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 82.4 (STA. 888+00), AT A
 PP0238'RAVINE ABOUT 25 FEET DEEP, 10 FEET WEST OF A POWER POLE, 6 FEET SOUTH
 PP0238'OF A FENCE CORNER, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0238'SET 10 FEET LOWER THAN THE ROADWAY AND PROJECTING 6 INCHES ABOVE THE
 PP0238'GROUND.  NE 1/4 SECTION 16, T 110N, R 16W.
 PP0238
 PP0238                          STATION RECOVERY (2004)
 PP0238
 PP0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0238'RECOVERED IN GOOD CONDITION.
 PP0238
 PP0238                          STATION RECOVERY (2009)
 PP0238
 PP0238'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KLM)
 PP0238'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0239 ***********************************************************************
 PP0239  DESIGNATION -  2506 R
 PP0239  PID         -  PP0239
 PP0239  STATE/COUNTY-  MN/GOODHUE
 PP0239  COUNTRY     -  US
 PP0239  USGS QUAD   -  ZUMBROTA (1968)
 PP0239
 PP0239                         *CURRENT SURVEY CONTROL
 PP0239  ______________________________________________________________________
 PP0239* NAD 83(1986) POSITION- 44 20 12.00   (N) 092 44 44.00   (W)   HD_HELD1  
 PP0239* NAVD 88 ORTHO HEIGHT -   358.754  (meters)    1177.01  (feet) ADJUSTED  
 PP0239  ______________________________________________________________________
 PP0239  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 PP0239  DYNAMIC HEIGHT  -        358.688 (meters)     1176.80  (feet) COMP
 PP0239  MODELED GRAVITY -    980,423.4   (mgal)                       NAVD 88
 PP0239
 PP0239  VERT ORDER      -  SECOND    CLASS 0
 PP0239
 PP0239.The horizontal coordinates were established by differentially corrected
 PP0239.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0239.
 PP0239.The orthometric height was determined by differential leveling and
 PP0239.adjusted in June 1991.
 PP0239
 PP0239.Photographs are available for this station.
 PP0239
 PP0239.The dynamic height is computed by dividing the NAVD 88
 PP0239.geopotential number by the normal gravity value computed on the
 PP0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0239.degrees latitude (g = 980.6199 gals.).
 PP0239
 PP0239.The modeled gravity was interpolated from observed gravity values.
 PP0239
 PP0239;                    North         East    Units  Estimated Accuracy
 PP0239;SPC MN S     -   249,286.3     900,032.2     MT  (+/- 3 meters HH1 GPS) 
 PP0239
 PP0239                          SUPERSEDED SURVEY CONTROL
 PP0239
 PP0239  NGVD 29 (??/??/92)  358.701  (m)         1176.84   (f) ADJ UNCH    2 0
 PP0239
 PP0239.Superseded values are not recommended for survey control.
 PP0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0239.See file dsdata.txt to determine how the superseded data were derived.
 PP0239
 PP0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2028409298(NAD 83)
 PP0239
 PP0239_MARKER: DD = SURVEY DISK
 PP0239_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0239_STAMPING: 2506 R 1972
 PP0239_MARK LOGO: MNHD  
 PP0239_PROJECTION: RECESSED 5 CENTIMETERS
 PP0239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0239+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2009
 PP0239
 PP0239  HISTORY     - Date     Condition        Report By
 PP0239  HISTORY     - 1972     MONUMENTED       MNDT
 PP0239  HISTORY     - 20040918 GOOD             USPSQD
 PP0239  HISTORY     - 20090729 GOOD             MNDT
 PP0239
 PP0239                          STATION DESCRIPTION
 PP0239
 PP0239'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0239'3.5 MI SE FROM HADER.
 PP0239'MARK IS LOCATED 3.5 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNTION OF
 PP0239'T.H. 52 AND T.H. 57 IN HADER, 90 FEET NORTHEAST OF THE CENTERLINE OF
 PP0239'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 82.85 (STA. 865+00), 52
 PP0239'FEET NORTH OF THE NORTHEAST END OF A CULVERT UNDER T.H. 52 NB, 102
 PP0239'FEET NORTHWEST OF A POWER POLE, 140 FEET SOUTHEAST OF A POWER POLE,
 PP0239'ABOUT 250 FEET EAST OF A HIGHWAY CROSS-OVER, 1 FOOT SOUTH OF A STEEL
 PP0239'WITNESS POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 2
 PP0239'FEET LOWER THAN THE ROADWAY AND PROJECTING 2 INCHES ABOVE THE GROUND.
 PP0239'NW 1/4 SECTION 16, T 110N, R 16W.
 PP0239
 PP0239                          STATION RECOVERY (2004)
 PP0239
 PP0239'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0239'RECOVERED IN GOOD CONDITION.
 PP0239
 PP0239                          STATION RECOVERY (2009)
 PP0239
 PP0239'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0239'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0240 ***********************************************************************
 PP0240  DESIGNATION -  2506 R 1
 PP0240  PID         -  PP0240
 PP0240  STATE/COUNTY-  MN/GOODHUE
 PP0240  COUNTRY     -  US
 PP0240  USGS QUAD   -  WANAMINGO (1980)
 PP0240
 PP0240                         *CURRENT SURVEY CONTROL
 PP0240  ______________________________________________________________________
 PP0240* NAD 83(1986) POSITION- 44 20 20.00   (N) 092 45 08.00   (W)   HD_HELD1  
 PP0240* NAVD 88 ORTHO HEIGHT -   360.111  (meters)    1181.46  (feet) ADJUSTED  
 PP0240  ______________________________________________________________________
 PP0240  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 PP0240  DYNAMIC HEIGHT  -        360.045 (meters)     1181.25  (feet) COMP
 PP0240  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 PP0240
 PP0240  VERT ORDER      -  SECOND    CLASS 0
 PP0240
 PP0240.The horizontal coordinates were established by differentially corrected
 PP0240.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0240.
 PP0240.The orthometric height was determined by differential leveling and
 PP0240.adjusted in June 1991.
 PP0240
 PP0240.Photographs are available for this station.
 PP0240
 PP0240.The dynamic height is computed by dividing the NAVD 88
 PP0240.geopotential number by the normal gravity value computed on the
 PP0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0240.degrees latitude (g = 980.6199 gals.).
 PP0240
 PP0240.The modeled gravity was interpolated from observed gravity values.
 PP0240
 PP0240;                    North         East    Units  Estimated Accuracy
 PP0240;SPC MN S     -   249,525.0     899,496.9     MT  (+/- 3 meters HH1 GPS) 
 PP0240
 PP0240                          SUPERSEDED SURVEY CONTROL
 PP0240
 PP0240  NGVD 29 (??/??/92)  360.058  (m)         1181.29   (f) ADJ UNCH    2 0
 PP0240
 PP0240.Superseded values are not recommended for survey control.
 PP0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0240.See file dsdata.txt to determine how the superseded data were derived.
 PP0240
 PP0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1975109543(NAD 83)
 PP0240
 PP0240_MARKER: DB = BENCH MARK DISK
 PP0240_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0240_STAMPING: 2506 R 1 1972
 PP0240_MARK LOGO: MNHD  
 PP0240_PROJECTION: PROJECTING 8 CENTIMETERS
 PP0240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0240+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 PP0240
 PP0240  HISTORY     - Date     Condition        Report By
 PP0240  HISTORY     - 1972     MONUMENTED       MNDT
 PP0240  HISTORY     - 20040918 GOOD             USPSQD
 PP0240  HISTORY     - 20090810 GOOD             MNDT
 PP0240
 PP0240                          STATION DESCRIPTION
 PP0240
 PP0240'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0240'2.9 MI SE FROM HADER.
 PP0240'MARK IS LOCATED 2.9 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0240'T.H. 52 AND T.H. 57 IN HADER, 0.1 MILE SOUTHEAST OF A T-ROAD
 PP0240'NORTHEAST, 90 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 PP0240'OF T.H. 52 AT MILE POINT 83.3, 43 FEET SOUTHEAST OF A POWER POLE, 205
 PP0240'FEET NORTHWEST OF A POWER POLE, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 PP0240'POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET 5 FEET
 PP0240'HIGHER THAN THE ROADWAY AND PROJECTING 3 INCHES ABOVE THE GROUND.  NW
 PP0240'1/4 SECTION 9, T 110N, R 16W.
 PP0240
 PP0240                          STATION RECOVERY (2004)
 PP0240
 PP0240'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEH)
 PP0240'RECOVERED IN GOOD CONDITION.
 PP0240
 PP0240                          STATION RECOVERY (2009)
 PP0240
 PP0240'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0240'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0241 ***********************************************************************
 PP0241  DESIGNATION -  2506 S
 PP0241  PID         -  PP0241
 PP0241  STATE/COUNTY-  MN/GOODHUE
 PP0241  COUNTRY     -  US
 PP0241  USGS QUAD   -  WANAMINGO (1980)
 PP0241
 PP0241                         *CURRENT SURVEY CONTROL
 PP0241  ______________________________________________________________________
 PP0241* NAD 83(1986) POSITION- 44 20 30.00   (N) 092 45 30.00   (W)   HD_HELD1  
 PP0241* NAVD 88 ORTHO HEIGHT -   367.481  (meters)    1205.64  (feet) ADJUSTED  
 PP0241  ______________________________________________________________________
 PP0241  GEOID HEIGHT    -        -29.74  (meters)                     GEOID09
 PP0241  DYNAMIC HEIGHT  -        367.413 (meters)     1205.42  (feet) COMP
 PP0241  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 PP0241
 PP0241  VERT ORDER      -  SECOND    CLASS 0
 PP0241
 PP0241.The horizontal coordinates were established by differentially corrected
 PP0241.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0241.
 PP0241.The orthometric height was determined by differential leveling and
 PP0241.adjusted in June 1991.
 PP0241
 PP0241.Photographs are available for this station.
 PP0241
 PP0241.The dynamic height is computed by dividing the NAVD 88
 PP0241.geopotential number by the normal gravity value computed on the
 PP0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0241.degrees latitude (g = 980.6199 gals.).
 PP0241
 PP0241.The modeled gravity was interpolated from observed gravity values.
 PP0241
 PP0241;                    North         East    Units  Estimated Accuracy
 PP0241;SPC MN S     -   249,826.2     899,004.9     MT  (+/- 3 meters HH1 GPS) 
 PP0241
 PP0241                          SUPERSEDED SURVEY CONTROL
 PP0241
 PP0241  NGVD 29 (??/??/92)  367.428  (m)         1205.47   (f) ADJ UNCH    2 0
 PP0241
 PP0241.Superseded values are not recommended for survey control.
 PP0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0241.See file dsdata.txt to determine how the superseded data were derived.
 PP0241
 PP0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1926309850(NAD 83)
 PP0241
 PP0241_MARKER: DD = SURVEY DISK
 PP0241_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0241_STAMPING: 2506 S 1972
 PP0241_MARK LOGO: MNHD  
 PP0241_PROJECTION: FLUSH
 PP0241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0241+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 PP0241
 PP0241  HISTORY     - Date     Condition        Report By
 PP0241  HISTORY     - 1972     MONUMENTED       MNDT
 PP0241  HISTORY     - 20040918 GOOD             USPSQD
 PP0241  HISTORY     - 20090810 GOOD             MNDT
 PP0241
 PP0241                          STATION DESCRIPTION
 PP0241
 PP0241'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0241'2.4 MI SE FROM HADER.
 PP0241'MARK IS LOCATED 2.4 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0241'T.H. 52 AND T.H. 57 IN HADER, 93 FEET NORTHEAST OF THE CENTERLINE OF
 PP0241'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 83.75 (STA. 819+10),
 PP0241'OPPOSITE A T-ROAD SOUTH, 55 FEET NORTHEAST OF THE SOUTHEAST END OF A
 PP0241'24 INCH METAL CULVERT UNDER A FIELD ENTRANCE, 8 FEET NORTH OF A POWER
 PP0241'POLE, 0.8 FEET WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0241'PRECAST CONCRETE MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND
 PP0241'PROJECTING 1 INCH ABOVE THE GROUND.  SEE 1/4 SECTION 8, T 110N, R 16W.
 PP0241
 PP0241                          STATION RECOVERY (2004)
 PP0241
 PP0241'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0241'RECOVERED IN GOOD CONDITION.
 PP0241
 PP0241                          STATION RECOVERY (2009)
 PP0241
 PP0241'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0241'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0244 ***********************************************************************
 PP0244  DESIGNATION -  2506 S 1
 PP0244  PID         -  PP0244
 PP0244  STATE/COUNTY-  MN/GOODHUE
 PP0244  COUNTRY     -  US
 PP0244  USGS QUAD   -  WANAMINGO (1980)
 PP0244
 PP0244                         *CURRENT SURVEY CONTROL
 PP0244  ______________________________________________________________________
 PP0244* NAD 83(1986) POSITION- 44 20 59.00   (N) 092 45 41.00   (W)   HD_HELD1  
 PP0244* NAVD 88 ORTHO HEIGHT -   360.752  (meters)    1183.57  (feet) ADJUSTED  
 PP0244  ______________________________________________________________________
 PP0244  GEOID HEIGHT    -        -29.74  (meters)                     GEOID09
 PP0244  DYNAMIC HEIGHT  -        360.685 (meters)     1183.35  (feet) COMP
 PP0244  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 PP0244
 PP0244  VERT ORDER      -  SECOND    CLASS 0
 PP0244
 PP0244.The horizontal coordinates were established by differentially corrected
 PP0244.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0244.
 PP0244.The orthometric height was determined by differential leveling and
 PP0244.adjusted in June 1991.
 PP0244
 PP0244.The dynamic height is computed by dividing the NAVD 88
 PP0244.geopotential number by the normal gravity value computed on the
 PP0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0244.degrees latitude (g = 980.6199 gals.).
 PP0244
 PP0244.The modeled gravity was interpolated from observed gravity values.
 PP0244
 PP0244;                    North         East    Units  Estimated Accuracy
 PP0244;SPC MN S     -   250,717.5     898,747.8     MT  (+/- 3 meters HH1 GPS) 
 PP0244
 PP0244                          SUPERSEDED SURVEY CONTROL
 PP0244
 PP0244  NGVD 29 (??/??/92)  360.699  (m)         1183.39   (f) ADJ UNCH    2 0
 PP0244
 PP0244.Superseded values are not recommended for survey control.
 PP0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0244.See file dsdata.txt to determine how the superseded data were derived.
 PP0244
 PP0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1901710744(NAD 83)
 PP0244
 PP0244_MARKER: DD = SURVEY DISK
 PP0244_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0244_SP_SET: CULVERT
 PP0244_STAMPING: 2506 S 1 1972
 PP0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0244
 PP0244  HISTORY     - Date     Condition        Report By
 PP0244  HISTORY     - 1972     MONUMENTED       MNDT
 PP0244  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0244  HISTORY     - 20090729 MARK NOT FOUND   MNDT
 PP0244
 PP0244                          STATION DESCRIPTION
 PP0244
 PP0244'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0244'2.1 MI SE FROM HADER.
 PP0244'MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0244'T.H. 52 AND T.H. 57 IN HADER, THENCE 0.4 MILES NORTHEAST ALONG COUNTY
 PP0244'ROAD 50, IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER COUNTY ROAD
 PP0244'50, ABOUT 0.5 FEET LOWER THAN THE LEVEL OF THE ROAD.  NE 1/4 SECTION
 PP0244'8, T 110N, R 16W.
 PP0244
 PP0244                          STATION RECOVERY (2004)
 PP0244
 PP0244'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0244'EXTENSIVE ROAD REBUILD. BOX CULVERT REPLACED WITH PRECAST ROUND
 PP0244'CULVERT.  ROAD GRADE IS NOW 5 FEET HIGHER THAN TOP OF CULVERT
 PP0244
 PP0244                          STATION RECOVERY (2009)
 PP0244
 PP0244'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0244'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0246 ***********************************************************************
 PP0246  DESIGNATION -  2506 T
 PP0246  PID         -  PP0246
 PP0246  STATE/COUNTY-  MN/GOODHUE
 PP0246  COUNTRY     -  US
 PP0246  USGS QUAD   -  WANAMINGO (1980)
 PP0246
 PP0246                         *CURRENT SURVEY CONTROL
 PP0246  ______________________________________________________________________
 PP0246* NAD 83(1986) POSITION- 44 20 50.00   (N) 092 46 18.00   (W)   HD_HELD1  
 PP0246* NAVD 88 ORTHO HEIGHT -   378.318  (meters)    1241.20  (feet) ADJUSTED  
 PP0246  ______________________________________________________________________
 PP0246  GEOID HEIGHT    -        -29.71  (meters)                     GEOID09
 PP0246  DYNAMIC HEIGHT  -        378.248 (meters)     1240.97  (feet) COMP
 PP0246  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 PP0246
 PP0246  VERT ORDER      -  SECOND    CLASS 0
 PP0246
 PP0246.The horizontal coordinates were established by differentially corrected
 PP0246.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0246.
 PP0246.The orthometric height was determined by differential leveling and
 PP0246.adjusted in June 1991.
 PP0246
 PP0246.Photographs are available for this station.
 PP0246
 PP0246.The dynamic height is computed by dividing the NAVD 88
 PP0246.geopotential number by the normal gravity value computed on the
 PP0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0246.degrees latitude (g = 980.6199 gals.).
 PP0246
 PP0246.The modeled gravity was interpolated from observed gravity values.
 PP0246
 PP0246;                    North         East    Units  Estimated Accuracy
 PP0246;SPC MN S     -   250,427.3     897,932.6     MT  (+/- 3 meters HH1 GPS) 
 PP0246
 PP0246                          SUPERSEDED SURVEY CONTROL
 PP0246
 PP0246  NGVD 29 (??/??/92)  378.264  (m)         1241.02   (f) ADJ UNCH    2 0
 PP0246
 PP0246.Superseded values are not recommended for survey control.
 PP0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0246.See file dsdata.txt to determine how the superseded data were derived.
 PP0246
 PP0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1819910464(NAD 83)
 PP0246
 PP0246_MARKER: DB = BENCH MARK DISK
 PP0246_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0246_STAMPING: 2506 T 1972
 PP0246_MARK LOGO: MNHD  
 PP0246_PROJECTION: RECESSED 5 CENTIMETERS
 PP0246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0246+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 PP0246
 PP0246  HISTORY     - Date     Condition        Report By
 PP0246  HISTORY     - 1972     MONUMENTED       MNDT
 PP0246  HISTORY     - 20040415 MARK NOT FOUND   MNDT
 PP0246  HISTORY     - 20040918 GOOD             USPSQD
 PP0246  HISTORY     - 20090803 GOOD             MNDT
 PP0246
 PP0246                          STATION DESCRIPTION
 PP0246
 PP0246'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0246'2 MI SE FROM HADER.
 PP0246'MARK IS LOCATED 2.0 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0246'T.H. 52 AND T.H. 57 IN HADER, 0.3 MILES NORTHWEST OF THE JUNCTION OF
 PP0246'COUNTY ROAD 50, 95 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 PP0246'LANE OF T.H. 52 AT MILE POINT 84.3 (STA. 786+78), 282 FEET SOUTHEAST
 PP0246'OF A ROAD LEADING WEST 257 FEET SOUTHEAST OF A POWER POLE, 17 FEET
 PP0246'NORTHWEST OF A POWER POLE, 1 FOOT WEST OF A STEEL WITNESS POST IN THE
 PP0246'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET LEVEL WITH THE HIGHWAY
 PP0246'AND FLUSH WITH THE GROUND.  SW 1/4 SECTION 8, T 110N, R 16W.
 PP0246
 PP0246                          STATION RECOVERY (2004)
 PP0246
 PP0246'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP0246'2.0 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0246'57 AT HADER, 0.3 MILES NORTHWEST OF COUNTY ROAD 50, 95 FEET NORTHEAST
 PP0246'OF NORTHBOUND TRUNK HIGHWAY 52, AT TRUNK HIGHWAY 52 MILEPOINT 84.3,
 PP0246'282 FEET SOUTHEAST OF ROAD WEST, 257 FEET SOUTHEAST OF POWER POLE, 17
 PP0246'FEET NORTHWEST OF POWER POLE, 1 FEET WEST OF WITNESS POST
 PP0246
 PP0246                          STATION RECOVERY (2004)
 PP0246
 PP0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0246'MARK WAS FOUND 4 INCHES BELOW GRADE
 PP0246
 PP0246                          STATION RECOVERY (2009)
 PP0246
 PP0246'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0246'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0247 ***********************************************************************
 PP0247  DESIGNATION -  2506 U
 PP0247  PID         -  PP0247
 PP0247  STATE/COUNTY-  MN/GOODHUE
 PP0247  COUNTRY     -  US
 PP0247  USGS QUAD   -  WANAMINGO (1980)
 PP0247
 PP0247                         *CURRENT SURVEY CONTROL
 PP0247  ______________________________________________________________________
 PP0247* NAD 83(2007) POSITION- 44 21 02.66039(N) 092 46 37.29248(W)   ADJUSTED  
 PP0247* NAD 83(2007) ELLIP HT-   346.414 (meters)        (02/10/07)   ADJUSTED
 PP0247* NAD 83(2007) EPOCH   -  2002.00
 PP0247* NAVD 88 ORTHO HEIGHT -   376.104  (meters)    1233.93  (feet) ADJUSTED  
 PP0247  ______________________________________________________________________
 PP0247  NAD 83(2007) X  -   -221,343.665 (meters)                     COMP
 PP0247  NAD 83(2007) Y  - -4,563,200.668 (meters)                     COMP
 PP0247  NAD 83(2007) Z  -  4,436,285.274 (meters)                     COMP
 PP0247  LAPLACE CORR    -         -8.03  (seconds)                    DEFLEC09
 PP0247  GEOID HEIGHT    -        -29.69  (meters)                     GEOID09
 PP0247  DYNAMIC HEIGHT  -        376.036 (meters)     1233.71  (feet) COMP
 PP0247  MODELED GRAVITY -    980,425.5   (mgal)                       NAVD 88
 PP0247
 PP0247  VERT ORDER      -  SECOND    CLASS 0
 PP0247
 PP0247  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP0247  Type                                         Horiz  Ellip  Dist(km)
 PP0247  -------------------------------------------------------------------
 PP0247  NETWORK                                       0.70   0.76
 PP0247  -------------------------------------------------------------------
 PP0247  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.53      2.03
 PP0247  -------------------------------------------------------------------
 PP0247  NOTE: Click here for information on individual local accuracy
 PP0247  values and other accuracy information.
 PP0247
 PP0247
 PP0247.The horizontal coordinates were established by GPS observations
 PP0247.and adjusted by the National Geodetic Survey in February 2007.
 PP0247
 PP0247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0247.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0247
 PP0247.The horizontal coordinates are valid at the epoch date displayed above
 PP0247.which is a decimal equivalence of Year/Month/Day.
 PP0247
 PP0247.The orthometric height was determined by differential leveling and
 PP0247.adjusted in June 1991.
 PP0247
 PP0247.Photographs are available for this station.
 PP0247
 PP0247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0247
 PP0247.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0247
 PP0247.The ellipsoidal height was determined by GPS observations
 PP0247.and is referenced to NAD 83.
 PP0247
 PP0247.The dynamic height is computed by dividing the NAVD 88
 PP0247.geopotential number by the normal gravity value computed on the
 PP0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0247.degrees latitude (g = 980.6199 gals.).
 PP0247
 PP0247.The modeled gravity was interpolated from observed gravity values.
 PP0247
 PP0247. The following values were computed from the NAD 83(2007) position.
 PP0247
 PP0247;                    North         East     Units Scale Factor Converg.
 PP0247;SPC MN S     -   250,811.643   897,499.519   MT  0.99992549   +0 51 26.0
 PP0247;SPC MN S     -   822,871.20  2,944,546.34   sFT  0.99992549   +0 51 26.0
 PP0247;UTM  15      - 4,910,854.022   517,771.120   MT  0.99960388   +0 09 21.1
 PP0247
 PP0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0247!SPC MN S     -   0.99994569  x   0.99992549  =   0.99987118
 PP0247!UTM  15      -   0.99994569  x   0.99960388  =   0.99954959
 PP0247
 PP0247                          SUPERSEDED SURVEY CONTROL
 PP0247
 PP0247  NAD 83(1996)-  44 21 02.65996(N)    092 46 37.29174(W) AD(       ) 1
 PP0247  ELLIP H (11/05/04)  346.457  (m)                       GP(       ) 4 1
 PP0247  NAVD 88 (11/05/04)  376.10   (m)         1233.9    (f) LEVELING    3  
 PP0247  NGVD 29 (??/??/92)  376.052  (m)         1233.76   (f) ADJ UNCH    2 0
 PP0247
 PP0247.Superseded values are not recommended for survey control.
 PP0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0247.See file dsdata.txt to determine how the superseded data were derived.
 PP0247
 PP0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1777110854(NAD 83)
 PP0247
 PP0247_MARKER: DB = BENCH MARK DISK
 PP0247_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0247_STAMPING: 2506 U 1972
 PP0247_MARK LOGO: MNHD  
 PP0247_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0247+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 PP0247
 PP0247  HISTORY     - Date     Condition        Report By
 PP0247  HISTORY     - 1972     MONUMENTED       MNDT
 PP0247  HISTORY     - 20040610 GOOD             MNDT
 PP0247  HISTORY     - 20040918 GOOD             USPSQD
 PP0247  HISTORY     - 20090803 GOOD             MNDT
 PP0247
 PP0247                          STATION DESCRIPTION
 PP0247
 PP0247'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0247'1.5 MI SE FROM HADER.
 PP0247'MARK IS LOCATED 1.5 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0247'T.H. 52 AND T.H. 57 IN HADER, ABOUT 300 FEET SOUTHEAST OF A GROUP OF
 PP0247'RED FARM BUILDINGS, 94 FEET NORTHEAST OF THE CENTERLINE OF THE
 PP0247'NORTHBOUND LANE OF T.H. 52 AT MILE POINT 84.7 (STA. 767+70) 247 FEET
 PP0247'SOUTHEAST OF A POWER POLE, 8 FEET NORTHWEST OF A POWER POLE, 0.8 FEET
 PP0247'WEST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0247'MONUMENT SET 2 FEET LOWER THAN THE ROADWAY AND PROJECTING 4 INCHES
 PP0247'ABOVE THE GROUND.  NE 1/4 SECTION 7, T 110N, R 16W.
 PP0247
 PP0247                          STATION RECOVERY (2004)
 PP0247
 PP0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (BJJ)
 PP0247'1.5 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 PP0247'57 AT HADER, 94 FEET NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, AT
 PP0247'TRUNK HIGHWAY 52 MILEPOINT 84.7, 300 FEET SOUTHEAST OF FARM BUILDINGS,
 PP0247'247 FEET SOUTHEAST OF POWER POLE, 8 FEET NORTH OF POWER POLE NUMBER
 PP0247'137, 0.8 FEET WEST OF WITNESS POST
 PP0247
 PP0247                          STATION RECOVERY (2004)
 PP0247
 PP0247'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0247'RECOVERED IN GOOD CONDITION.
 PP0247
 PP0247                          STATION RECOVERY (2009)
 PP0247
 PP0247'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0247'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0249 ***********************************************************************
 PP0249  DESIGNATION -  2506 W
 PP0249  PID         -  PP0249
 PP0249  STATE/COUNTY-  MN/GOODHUE
 PP0249  COUNTRY     -  US
 PP0249  USGS QUAD   -  WANAMINGO (1980)
 PP0249
 PP0249                         *CURRENT SURVEY CONTROL
 PP0249  ______________________________________________________________________
 PP0249* NAD 83(1986) POSITION- 44 21 30.00   (N) 092 47 18.00   (W)   HD_HELD1  
 PP0249* NAVD 88 ORTHO HEIGHT -   375.086  (meters)    1230.59  (feet) ADJUSTED  
 PP0249  ______________________________________________________________________
 PP0249  GEOID HEIGHT    -        -29.66  (meters)                     GEOID09
 PP0249  DYNAMIC HEIGHT  -        375.019 (meters)     1230.37  (feet) COMP
 PP0249  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 PP0249
 PP0249  VERT ORDER      -  SECOND    CLASS 0
 PP0249
 PP0249.The horizontal coordinates were established by differentially corrected
 PP0249.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0249.
 PP0249.The orthometric height was determined by differential leveling and
 PP0249.adjusted in June 1991.
 PP0249
 PP0249.Photographs are available for this station.
 PP0249
 PP0249.The dynamic height is computed by dividing the NAVD 88
 PP0249.geopotential number by the normal gravity value computed on the
 PP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0249.degrees latitude (g = 980.6199 gals.).
 PP0249
 PP0249.The modeled gravity was interpolated from observed gravity values.
 PP0249
 PP0249;                    North         East    Units  Estimated Accuracy
 PP0249;SPC MN S     -   251,641.9     896,585.6     MT  (+/- 3 meters HH1 GPS) 
 PP0249
 PP0249                          SUPERSEDED SURVEY CONTROL
 PP0249
 PP0249  NGVD 29 (??/??/92)  375.035  (m)         1230.43   (f) ADJ UNCH    2 0
 PP0249
 PP0249.Superseded values are not recommended for survey control.
 PP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0249.See file dsdata.txt to determine how the superseded data were derived.
 PP0249
 PP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1686711695(NAD 83)
 PP0249
 PP0249_MARKER: DB = BENCH MARK DISK
 PP0249_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0249_STAMPING: 2506 W 1972
 PP0249_MARK LOGO: MNHD  
 PP0249_PROJECTION: FLUSH
 PP0249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0249+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 PP0249
 PP0249  HISTORY     - Date     Condition        Report By
 PP0249  HISTORY     - 1972     MONUMENTED       MNDT
 PP0249  HISTORY     - 20040918 GOOD             USPSQD
 PP0249  HISTORY     - 20090803 GOOD             MNDT
 PP0249
 PP0249                          STATION DESCRIPTION
 PP0249
 PP0249'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0249'0.7 MI SE FROM HADER.
 PP0249'MARK IS LOCATED 0.7 MILES SOUTHEAST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0249'T.H. 52 AND T.H. 57 IN HADER, 95 FEET NORTHEAST OF THE CENTERLINE OF
 PP0249'THE NORTHBOUND LANE OF T.H. 52 AT MILE POINT 85.6 (STA. 724+50) 262
 PP0249'FEET EAST OF THE NORTHEAST END OF A 18 INCH CONCRETE CULVERT UNDER
 PP0249'T.H. 52, 9 FEET SOUTHEAST OF A POWER POLE, 0.6 FEET WEST OF A STEEL
 PP0249'WITNESS POST, IN THE TOP OF A 6 FOOT CONCRETE MONUMENT PROJECTING 3
 PP0249'INCHES ABOVE THE GROUND.  SW 1/4 SECTION 6, T 110N, R 16W.
 PP0249
 PP0249                          STATION RECOVERY (2004)
 PP0249
 PP0249'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0249'RECOVERED IN GOOD CONDITION.
 PP0249
 PP0249                          STATION RECOVERY (2009)
 PP0249
 PP0249'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0249'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0267 ***********************************************************************
 PP0267  DESIGNATION -  2506 X
 PP0267  PID         -  PP0267
 PP0267  STATE/COUNTY-  MN/GOODHUE
 PP0267  COUNTRY     -  US
 PP0267  USGS QUAD   -  WANAMINGO (1980)
 PP0267
 PP0267                         *CURRENT SURVEY CONTROL
 PP0267  ______________________________________________________________________
 PP0267* NAD 83(1986) POSITION- 44 22 06.00   (N) 092 48 18.00   (W)   HD_HELD1  
 PP0267* NAVD 88 ORTHO HEIGHT -   354.921  (meters)    1164.44  (feet) ADJUSTED  
 PP0267  ______________________________________________________________________
 PP0267  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 PP0267  DYNAMIC HEIGHT  -        354.858 (meters)     1164.23  (feet) COMP
 PP0267  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 PP0267
 PP0267  VERT ORDER      -  SECOND    CLASS 0
 PP0267
 PP0267.The horizontal coordinates were established by differentially corrected
 PP0267.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0267.
 PP0267.The orthometric height was determined by differential leveling and
 PP0267.adjusted in June 1991.
 PP0267
 PP0267.The dynamic height is computed by dividing the NAVD 88
 PP0267.geopotential number by the normal gravity value computed on the
 PP0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0267.degrees latitude (g = 980.6199 gals.).
 PP0267
 PP0267.The modeled gravity was interpolated from observed gravity values.
 PP0267
 PP0267;                    North         East    Units  Estimated Accuracy
 PP0267;SPC MN S     -   252,733.4     895,240.9     MT  (+/- 3 meters HH1 GPS) 
 PP0267
 PP0267                          SUPERSEDED SURVEY CONTROL
 PP0267
 PP0267  NGVD 29 (??/??/92)  354.872  (m)         1164.28   (f) ADJ UNCH    2 0
 PP0267
 PP0267.Superseded values are not recommended for survey control.
 PP0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0267.See file dsdata.txt to determine how the superseded data were derived.
 PP0267
 PP0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1553612802(NAD 83)
 PP0267
 PP0267_MARKER: DD = SURVEY DISK
 PP0267_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0267_SP_SET: CULVERT
 PP0267_STAMPING: 2506 X 1972
 PP0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0267
 PP0267  HISTORY     - Date     Condition        Report By
 PP0267  HISTORY     - 1972     MONUMENTED       MNDT
 PP0267  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0267  HISTORY     - 20090803 MARK NOT FOUND   MNDT
 PP0267
 PP0267                          STATION DESCRIPTION
 PP0267
 PP0267'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0267'0.25 MI NW FROM HADER.
 PP0267'MARK IS LOCATED 0.25 MILES NORTHWEST ALONG OLD T.H. 52 FROM THE
 PP0267'JUNCTION OF OLD T.H. 52 AND T.H. 57 IN HADER, ABOUT 0.2 MILES
 PP0267'NORTHWEST OF THE HADER STORE, ABOUT 300 FEET SOUTHWEST OF THE
 PP0267'SOUTHBOUND LANE OF THE PRESENT T.H. 52 MILE POINT 86.4 (STA. 675+50),
 PP0267'37 FEET NORTHEAST OF THE CENTERLINE OF OLD T.H. 52 STATIONING 674+44,
 PP0267'IN THE SOUTHEAST CORNER OF A BOX CULVERT ABOUT 10 FEET LOWER THAN THE
 PP0267'LEVEL OF OLD T.H. 52.  NW 1/4 SECTION 1, T 110N, R 17W.
 PP0267
 PP0267                          STATION RECOVERY (2004)
 PP0267
 PP0267'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0267'AFTER EXTENSIVE SEARCH, OLD BOX CULVERT WAS COVERED IN RUBBLE AND
 PP0267'OVERGROWN WITH UNDERBRUSH
 PP0267
 PP0267                          STATION RECOVERY (2009)
 PP0267
 PP0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0267'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0268 ***********************************************************************
 PP0268  DESIGNATION -  2506 Y
 PP0268  PID         -  PP0268
 PP0268  STATE/COUNTY-  MN/GOODHUE
 PP0268  COUNTRY     -  US
 PP0268  USGS QUAD   -  WANAMINGO (1980)
 PP0268
 PP0268                         *CURRENT SURVEY CONTROL
 PP0268  ______________________________________________________________________
 PP0268* NAD 83(1986) POSITION- 44 22 18.00   (N) 092 48 20.00   (W)   HD_HELD1  
 PP0268* NAVD 88 ORTHO HEIGHT -   368.406  (meters)    1208.68  (feet) ADJUSTED  
 PP0268  ______________________________________________________________________
 PP0268  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 PP0268  DYNAMIC HEIGHT  -        368.341 (meters)     1208.47  (feet) COMP
 PP0268  MODELED GRAVITY -    980,433.7   (mgal)                       NAVD 88
 PP0268
 PP0268  VERT ORDER      -  SECOND    CLASS 0
 PP0268
 PP0268.The horizontal coordinates were established by differentially corrected
 PP0268.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0268.
 PP0268.The orthometric height was determined by differential leveling and
 PP0268.adjusted in June 1991.
 PP0268
 PP0268.The dynamic height is computed by dividing the NAVD 88
 PP0268.geopotential number by the normal gravity value computed on the
 PP0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0268.degrees latitude (g = 980.6199 gals.).
 PP0268
 PP0268.The modeled gravity was interpolated from observed gravity values.
 PP0268
 PP0268;                    North         East    Units  Estimated Accuracy
 PP0268;SPC MN S     -   253,103.1     895,191.2     MT  (+/- 3 meters HH1 GPS) 
 PP0268
 PP0268                          SUPERSEDED SURVEY CONTROL
 PP0268
 PP0268  NGVD 29 (??/??/92)  368.358  (m)         1208.52   (f) ADJ UNCH    2 0
 PP0268
 PP0268.Superseded values are not recommended for survey control.
 PP0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0268.See file dsdata.txt to determine how the superseded data were derived.
 PP0268
 PP0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1549113172(NAD 83)
 PP0268
 PP0268_MARKER: DD = SURVEY DISK
 PP0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0268_STAMPING: 2506-Y 1972
 PP0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0268+STABILITY: SURFACE MOTION
 PP0268
 PP0268  HISTORY     - Date     Condition        Report By
 PP0268  HISTORY     - 1972     MONUMENTED       MNDT
 PP0268  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 PP0268  HISTORY     - 20090803 MARK NOT FOUND   MNDT
 PP0268
 PP0268                          STATION DESCRIPTION
 PP0268
 PP0268'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0268'0.6 MI NW FROM HADER.
 PP0268'MARK IS LOCATED 0.6 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0268'T.H. 52 AND T.H. 57 AT HADER, 0.05 MILES NORTHWEST OF THE NORTHWEST
 PP0268'END OF OLD T.H. 52 (NOW A FRONTAGE ROAD).  184 FEET SOUTHWEST OF, AND
 PP0268'6 FEET HIGHER THAN THE CENTERLINE OF NORTH BOUND T.H. 52 AT MILE POINT
 PP0268'86.8 (STATION 657), 37 FEET SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.8
 PP0268'FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP0268'MONUMENT PROJECTING 5 INCHES ABOVE GROUND.  SW 1/4 SECTION 36, T 111N,
 PP0268'R 17W.
 PP0268
 PP0268                          STATION RECOVERY (2004)
 PP0268
 PP0268'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0268'EXTENSIVE ROAD REBUILDING IN AREA
 PP0268
 PP0268                          STATION RECOVERY (2009)
 PP0268
 PP0268'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0268'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0269 ***********************************************************************
 PP0269  DESIGNATION -  2506 Z
 PP0269  PID         -  PP0269
 PP0269  STATE/COUNTY-  MN/GOODHUE
 PP0269  COUNTRY     -  US
 PP0269  USGS QUAD   -  WHITE ROCK (1982)
 PP0269
 PP0269                         *CURRENT SURVEY CONTROL
 PP0269  ______________________________________________________________________
 PP0269* NAD 83(2007) POSITION- 44 22 35.06153(N) 092 48 40.74561(W)   ADJUSTED  
 PP0269* NAD 83(2007) ELLIP HT-   326.923 (meters)        (07/30/09)   ADJUSTED
 PP0269* NAD 83(2007) EPOCH   -  2002.00
 PP0269* NAVD 88 ORTHO HEIGHT -   356.527  (meters)    1169.71  (feet) ADJUSTED  
 PP0269  ______________________________________________________________________
 PP0269  NAD 83(2007) X  -   -223,976.282 (meters)                     COMP
 PP0269  NAD 83(2007) Y  - -4,561,061.537 (meters)                     COMP
 PP0269  NAD 83(2007) Z  -  4,438,310.768 (meters)                     COMP
 PP0269  LAPLACE CORR    -         -8.51  (seconds)                    DEFLEC09
 PP0269  GEOID HEIGHT    -        -29.60  (meters)                     GEOID09
 PP0269  DYNAMIC HEIGHT  -        356.465 (meters)     1169.50  (feet) COMP
 PP0269  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PP0269
 PP0269  HORZ ORDER      -  FIRST
 PP0269  VERT ORDER      -  SECOND    CLASS 0
 PP0269  ELLP ORDER      -  THIRD     CLASS II
 PP0269
 PP0269.The horizontal coordinates were established by GPS observations
 PP0269.and adjusted by the National Geodetic Survey in July 2009.
 PP0269
 PP0269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0269.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0269
 PP0269.The horizontal coordinates are valid at the epoch date displayed above
 PP0269.which is a decimal equivalence of Year/Month/Day.
 PP0269
 PP0269.The orthometric height was determined by differential leveling and
 PP0269.adjusted in June 1991.
 PP0269
 PP0269.Photographs are available for this station.
 PP0269
 PP0269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0269
 PP0269.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0269
 PP0269.The ellipsoidal height was determined by GPS observations
 PP0269.and is referenced to NAD 83.
 PP0269
 PP0269.The dynamic height is computed by dividing the NAVD 88
 PP0269.geopotential number by the normal gravity value computed on the
 PP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0269.degrees latitude (g = 980.6199 gals.).
 PP0269
 PP0269.The modeled gravity was interpolated from observed gravity values.
 PP0269
 PP0269. The following values were computed from the NAD 83(2007) position.
 PP0269
 PP0269;                    North         East     Units Scale Factor Converg.
 PP0269;SPC MN S     -   253,622.896   894,724.331   MT  0.99992441   +0 49 59.4
 PP0269;SPC MN S     -   832,094.45  2,935,441.41   sFT  0.99992441   +0 49 59.4
 PP0269;UTM  15      - 4,913,698.116   515,031.430   MT  0.99960278   +0 07 55.1
 PP0269
 PP0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0269!SPC MN S     -   0.99994874  x   0.99992441  =   0.99987316
 PP0269!UTM  15      -   0.99994874  x   0.99960278  =   0.99955154
 PP0269
 PP0269                          SUPERSEDED SURVEY CONTROL
 PP0269
 PP0269  NAD 83(1996)-  44 22 35.06112(N)    092 48 40.74500(W) AD(       ) 1
 PP0269  ELLIP H (03/06/08)  326.967  (m)                       GP(       ) 3 2
 PP0269  NAVD 88 (03/06/08)  356.53   (m)         1169.7    (f) LEVELING    3  
 PP0269  NGVD 29 (??/??/92)  356.479  (m)         1169.55   (f) ADJ UNCH    2 0
 PP0269
 PP0269.Superseded values are not recommended for survey control.
 PP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0269.See file dsdata.txt to determine how the superseded data were derived.
 PP0269
 PP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1503113698(NAD 83)
 PP0269
 PP0269_MARKER: DB = BENCH MARK DISK
 PP0269_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0269_STAMPING: 2506 Z 1972
 PP0269_MARK LOGO: MNHD  
 PP0269_PROJECTION: PROJECTING 3 CENTIMETERS
 PP0269_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0269+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 PP0269
 PP0269  HISTORY     - Date     Condition        Report By
 PP0269  HISTORY     - 1972     MONUMENTED       MNHD
 PP0269  HISTORY     - 20040918 GOOD             USPSQD
 PP0269  HISTORY     - 20060824 GOOD             MNDT
 PP0269  HISTORY     - 20090805 GOOD             MNDT
 PP0269
 PP0269                          STATION DESCRIPTION
 PP0269
 PP0269'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0269'1 MI NW FROM HADER.
 PP0269'MARK IS LOCATED 1.0 MILES NORTHWEST ALONG T.H. 52 FROM THE JUNCTION OF
 PP0269'T.H. 52 AND T.H. 57 IN HADER, 0.05 MILES NORTHWEST OF A TOWNSHIP ROAD
 PP0269'(NORTH), 100 FEET NORTHEAST OF, AND 6 FEET LOWER THAN THE CENTERLINE
 PP0269'OF NORTH BOUND T.H. 52 AT MILE POINT 87.1 (STATION 638), 70 FEET NORTH
 PP0269'OF A POWER POLE, 0.8 FEET WEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0269'PRECAST MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SE 1/4 SECTION 35,
 PP0269'T 111N, R 17W.
 PP0269
 PP0269                          STATION RECOVERY (2004)
 PP0269
 PP0269'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 PP0269'RECOVERED IN GOOD CONDITION.
 PP0269
 PP0269                          STATION RECOVERY (2006)
 PP0269
 PP0269'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0269'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0269'THE MARK IS 1.0 MILE (1.6 KM) NORTHWEST FROM HADER, 1.0 MILE (1.6 KM)
 PP0269'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM THE JUNCTION OF TRUNK HIGHWAY 52
 PP0269'AND TRUNK HIGHWAY 57 AT HADER, 0.05 MILE (0.08 KM) NORTHWEST OF
 PP0269'TOWNSHIP ROAD NORTH, AT TRUNK HIGHWAY 52 MILEPOINT 87.1, 100 FEET
 PP0269'(30.5 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY 52, 70 FEET (21.3 M)
 PP0269'NORTH OF POWER POLE, 0.8 FOOT (24.4 CM) WEST OF WITNESS POST.
 PP0269
 PP0269                          STATION RECOVERY (2009)
 PP0269
 PP0269'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2831 ***********************************************************************
 AE2831  DESIGNATION -  2507 A
 AE2831  PID         -  AE2831
 AE2831  STATE/COUNTY-  MN/GOODHUE
 AE2831  COUNTRY     -  US
 AE2831  USGS QUAD   -  KENYON (1980)
 AE2831
 AE2831                         *CURRENT SURVEY CONTROL
 AE2831  ______________________________________________________________________
 AE2831* NAD 83(2007) POSITION- 44 15 30.55564(N) 092 58 23.62025(W)   ADJUSTED  
 AE2831* NAD 83(2007) ELLIP HT-   332.178 (meters)        (02/10/07)   ADJUSTED
 AE2831* NAD 83(2007) EPOCH   -  2002.00
 AE2831* NAVD 88 ORTHO HEIGHT -   361.116  (meters)    1184.76  (feet) ADJUSTED  
 AE2831  ______________________________________________________________________
 AE2831  NAD 83(2007) X  -   -237,339.311 (meters)                     COMP
 AE2831  NAD 83(2007) Y  - -4,569,556.425 (meters)                     COMP
 AE2831  NAD 83(2007) Z  -  4,428,939.094 (meters)                     COMP
 AE2831  LAPLACE CORR    -         -8.55  (seconds)                    DEFLEC09
 AE2831  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 AE2831  DYNAMIC HEIGHT  -        361.059 (meters)     1184.57  (feet) COMP
 AE2831  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 AE2831
 AE2831  VERT ORDER      -  SECOND    CLASS I
 AE2831
 AE2831  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2831  Type                                         Horiz  Ellip  Dist(km)
 AE2831  -------------------------------------------------------------------
 AE2831  NETWORK                                       0.81   1.04
 AE2831  -------------------------------------------------------------------
 AE2831  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.74   0.94      1.07
 AE2831  -------------------------------------------------------------------
 AE2831  NOTE: Click here for information on individual local accuracy
 AE2831  values and other accuracy information.
 AE2831
 AE2831
 AE2831.The horizontal coordinates were established by GPS observations
 AE2831.and adjusted by the National Geodetic Survey in February 2007.
 AE2831
 AE2831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2831.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2831
 AE2831.The horizontal coordinates are valid at the epoch date displayed above
 AE2831.which is a decimal equivalence of Year/Month/Day.
 AE2831
 AE2831.The orthometric height was determined by differential leveling and
 AE2831.adjusted in December 1997.
 AE2831
 AE2831.Photographs are available for this station.
 AE2831
 AE2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2831
 AE2831.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2831
 AE2831.The ellipsoidal height was determined by GPS observations
 AE2831.and is referenced to NAD 83.
 AE2831
 AE2831.The dynamic height is computed by dividing the NAVD 88
 AE2831.geopotential number by the normal gravity value computed on the
 AE2831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2831.degrees latitude (g = 980.6199 gals.).
 AE2831
 AE2831.The modeled gravity was interpolated from observed gravity values.
 AE2831
 AE2831. The following values were computed from the NAD 83(2007) position.
 AE2831
 AE2831;                    North         East     Units Scale Factor Converg.
 AE2831;SPC MN S     -   240,347.138   881,987.289   MT  0.99993099   +0 43 10.9
 AE2831;SPC MN S     -   788,538.90  2,893,653.30   sFT  0.99993099   +0 43 10.9
 AE2831;UTM  15      - 4,900,583.498   502,137.093   MT  0.99960006   +0 01 07.3
 AE2831
 AE2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2831!SPC MN S     -   0.99994792  x   0.99993099  =   0.99987891
 AE2831!UTM  15      -   0.99994792  x   0.99960006  =   0.99954800
 AE2831
 AE2831:                Primary Azimuth Mark                     Grid Az
 AE2831:SPC MN S     -  2507 J                                   328 51 25.2
 AE2831:UTM  15      -  2507 J                                   329 33 28.8
 AE2831
 AE2831|---------------------------------------------------------------------|
 AE2831| PID    Reference Object                     Distance      Geod. Az  |
 AE2831|                                                           dddmmss.s |
 AE2831| AE2834 2507 J                              APPROX. 1.1 KM 3293436.1 |
 AE2831|---------------------------------------------------------------------|
 AE2831
 AE2831                          SUPERSEDED SURVEY CONTROL
 AE2831
 AE2831  NAD 83(1996)-  44 15 30.55517(N)    092 58 23.61968(W) AD(       ) 1
 AE2831  ELLIP H (11/24/04)  332.230  (m)                       GP(       ) 4 1
 AE2831  NAVD 88 (11/24/04)  361.12   (m)         1184.8    (f) LEVELING    3  
 AE2831  NGVD 29 (12/11/97)  361.095  (m)         1184.69   (f) ADJUSTED    2 1
 AE2831
 AE2831.Superseded values are not recommended for survey control.
 AE2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2831.See file dsdata.txt to determine how the superseded data were derived.
 AE2831
 AE2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0213700583(NAD 83)
 AE2831
 AE2831_MARKER: DV = VERTICAL CONTROL DISK
 AE2831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2831_STAMPING: 2507 A 1983
 AE2831_MARK LOGO: MNDT  
 AE2831_PROJECTION: PROJECTING 5 CENTIMETERS
 AE2831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2831+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2831
 AE2831  HISTORY     - Date     Condition        Report By
 AE2831  HISTORY     - 1983     MONUMENTED       MNDT
 AE2831  HISTORY     - 20040610 GOOD             MNDT
 AE2831  HISTORY     - 20090610 GOOD             MNDT
 AE2831
 AE2831                          STATION DESCRIPTION
 AE2831
 AE2831'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2831'THE MARK IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE TOWN OF KENYON, NEAR
 AE2831'THE S 1/4 OF SECTION 10, T109N, R18W, 1.1 MILES SOUTHEAST ALONG TRUNK
 AE2831'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2831'HIGHWAY 60 (RED WING AVENUE AND 2ND STREET) IN KENYON, 72 FEET
 AE2831'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 73.8, 116
 AE2831'FEET SOUTHEAST OF A POWER POLE, 55.3 FEET SOUTHEAST OF A RIGHT-OF-WAY
 AE2831'POST, 6.4 FEET NORTH-NORTHEAST OF A CORNER FENCE POST, AND 0.5 FOOT
 AE2831'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2831'VERTICAL CONTROL MONUMENT DISK STAMPED---2507 A 1983---, IS SET ON THE
 AE2831'TOP OF A DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE
 AE2831'OF THE GROUND AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.
 AE2831'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2831
 AE2831                          STATION RECOVERY (2004)
 AE2831
 AE2831'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AE2831'1.0 MILES SOUTHEAST OF KENYON, 1.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2831'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2831'TRUNK HIGHWAY 56 MILEPOINT 73.8, 72 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2831'56, 116 FEET SOUTHEAST OF POWER POLE, 55.3 FEET SOUTHEAST OF RIGHT OF
 AE2831'WAY POST, 6.4 FEET NORTH-NORTHEAST OF CORNER FENCE POST, 0.5 FEET EAST
 AE2831'OF WITNESS POST
 AE2831
 AE2831                          STATION RECOVERY (2009)
 AE2831
 AE2831'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2831'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2828 ***********************************************************************
 AE2828  DESIGNATION -  2507 B
 AE2828  PID         -  AE2828
 AE2828  STATE/COUNTY-  MN/GOODHUE
 AE2828  COUNTRY     -  US
 AE2828  USGS QUAD   -  WEST CONCORD (1965)
 AE2828
 AE2828                         *CURRENT SURVEY CONTROL
 AE2828  ______________________________________________________________________
 AE2828* NAD 83(1986) POSITION- 44 14 51.20   (N) 092 57 51.20   (W)   HD_HELD1  
 AE2828* NAVD 88 ORTHO HEIGHT -   371.841  (meters)    1219.95  (feet) ADJUSTED  
 AE2828  ______________________________________________________________________
 AE2828  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 AE2828  DYNAMIC HEIGHT  -        371.783 (meters)     1219.76  (feet) COMP
 AE2828  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 AE2828
 AE2828  VERT ORDER      -  SECOND    CLASS I
 AE2828
 AE2828.The horizontal coordinates were established by differentially corrected
 AE2828.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2828.
 AE2828.The orthometric height was determined by differential leveling and
 AE2828.adjusted in December 1997.
 AE2828
 AE2828.Photographs are available for this station.
 AE2828
 AE2828.The dynamic height is computed by dividing the NAVD 88
 AE2828.geopotential number by the normal gravity value computed on the
 AE2828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2828.degrees latitude (g = 980.6199 gals.).
 AE2828
 AE2828.The modeled gravity was interpolated from observed gravity values.
 AE2828
 AE2828;                    North         East    Units  Estimated Accuracy
 AE2828;SPC MN S     -   239,141.6     882,721.7     MT  (+/- 3 meters HH1 GPS) 
 AE2828
 AE2828                          SUPERSEDED SURVEY CONTROL
 AE2828
 AE2828  NGVD 29 (12/11/97)  371.821  (m)         1219.88   (f) ADJUSTED    2 1
 AE2828
 AE2828.Superseded values are not recommended for survey control.
 AE2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2828.See file dsdata.txt to determine how the superseded data were derived.
 AE2828
 AE2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0285699369(NAD 83)
 AE2828
 AE2828_MARKER: DV = VERTICAL CONTROL DISK
 AE2828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2828_STAMPING: 2507 B 1983
 AE2828_MARK LOGO: MNDT  
 AE2828_PROJECTION: PROJECTING 8 CENTIMETERS
 AE2828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2828+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2828_ROD/PIPE-DEPTH:  3.7 meters
 AE2828
 AE2828  HISTORY     - Date     Condition        Report By
 AE2828  HISTORY     - 1983     MONUMENTED       MNDT
 AE2828  HISTORY     - 20040610 GOOD             MNDT
 AE2828  HISTORY     - 20090610 GOOD             MNDT
 AE2828
 AE2828                          STATION DESCRIPTION
 AE2828
 AE2828'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2828'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE TOWN OF KENYON,
 AE2828'IN THE NE 1/4 OF SECTION 15, T109N, R18W, 2.0 MILES SOUTHEAST ALONG
 AE2828'TRUNK HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 AE2828'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 47 FEET
 AE2828'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 MILEPOINT 72.85, 15.5
 AE2828'FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 55.5 FEET NORTH OF THE
 AE2828'CENTER OF A FARM ENTRANCE, AND 0.6 FOOT EAST OF A STEEL WITNESS POST.
 AE2828'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2828'STAMPED---2507 B 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 AE2828'12 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.3 FOOT ABOVE THE
 AE2828'SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK
 AE2828'HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2828
 AE2828                          STATION RECOVERY (2004)
 AE2828
 AE2828'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AE2828'2 MILES SOUTHEAST OF KENYON, 2.0 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2828'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2828'TRUNK HIGHWAY 56 MILEPOINT 72.85, 47 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2828'56, 15.5 FEET SOUTH OF FIELD ENTRANCE, 55.5 FEET NORTH OF FARM
 AE2828'ENTRANCE, 0.6 FEET EAST OF WITNESS POST
 AE2828
 AE2828                          STATION RECOVERY (2009)
 AE2828
 AE2828'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2829 ***********************************************************************
 AE2829  DESIGNATION -  2507 B 1
 AE2829  PID         -  AE2829
 AE2829  STATE/COUNTY-  MN/GOODHUE
 AE2829  COUNTRY     -  US
 AE2829  USGS QUAD   -  WEST CONCORD (1965)
 AE2829
 AE2829                         *CURRENT SURVEY CONTROL
 AE2829  ______________________________________________________________________
 AE2829* NAD 83(1986) POSITION- 44 14 50.00   (N) 092 57 49.00   (W)   HD_HELD1  
 AE2829* NAVD 88 ORTHO HEIGHT -   372.421  (meters)    1221.85  (feet) ADJUSTED  
 AE2829  ______________________________________________________________________
 AE2829  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 AE2829  DYNAMIC HEIGHT  -        372.362 (meters)     1221.66  (feet) COMP
 AE2829  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 AE2829
 AE2829  VERT ORDER      -  SECOND    CLASS I
 AE2829
 AE2829.The horizontal coordinates were established by differentially corrected
 AE2829.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2829.
 AE2829.The orthometric height was determined by differential leveling and
 AE2829.adjusted in December 1997.
 AE2829
 AE2829.The dynamic height is computed by dividing the NAVD 88
 AE2829.geopotential number by the normal gravity value computed on the
 AE2829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2829.degrees latitude (g = 980.6199 gals.).
 AE2829
 AE2829.The modeled gravity was interpolated from observed gravity values.
 AE2829
 AE2829;                    North         East    Units  Estimated Accuracy
 AE2829;SPC MN S     -   239,105.2     882,771.0     MT  (+/- 3 meters HH1 GPS) 
 AE2829
 AE2829                          SUPERSEDED SURVEY CONTROL
 AE2829
 AE2829  NGVD 29 (12/11/97)  372.400  (m)         1221.78   (f) ADJUSTED    2 1
 AE2829
 AE2829.Superseded values are not recommended for survey control.
 AE2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2829.See file dsdata.txt to determine how the superseded data were derived.
 AE2829
 AE2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0290599332(NAD 83)
 AE2829
 AE2829_MARKER: DD = SURVEY DISK
 AE2829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2829_STAMPING: 2507 B 1 1983
 AE2829_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2829
 AE2829  HISTORY     - Date     Condition        Report By
 AE2829  HISTORY     - 1983     MONUMENTED       MNDT
 AE2829  HISTORY     - 20090610 MARK NOT FOUND   MNDT
 AE2829
 AE2829                          STATION DESCRIPTION
 AE2829
 AE2829'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2829'THE MARK IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE TOWN OF KENYON, IN
 AE2829'THE SE 1/4 OF SECTION 15, T109N, R18W, 2.0 MILES SOUTHEAST ALONG TRUNK
 AE2829'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 AE2829'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 77 FEET
 AE2829'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 72.85, 15
 AE2829'FEET SOUTH OF THE CENTER OF A FARM ENTRANCE, 55.5 FEET NORTHEAST OF
 AE2829'THE CORNER OF A GARAGE THAT IS ATTACHED TO A HOUSE, 22.5 FEET
 AE2829'NORTH-NORTHWEST OF A TELEPHONE CABLE MARKER POST, AND 2 FEET
 AE2829'EAST-SOUTHEAST OF A 12 INCH DIAMETER PINE TREE.  THE MARK, A STANDARD
 AE2829'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2507 B 1
 AE2829'1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG
 AE2829'DRIVEN ALUMINUM ROD THAT IS BURIED 0.2 FOOT BELOW THE SURFACE OF THE
 AE2829'GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A MAGNET IN THE DISK
 AE2829'MAKES THE MARK MAGNETIC.
 AE2829
 AE2829                          STATION RECOVERY (2009)
 AE2829
 AE2829'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2829'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2847 ***********************************************************************
 AE2847  DESIGNATION -  2507 C
 AE2847  PID         -  AE2847
 AE2847  STATE/COUNTY-  MN/GOODHUE
 AE2847  COUNTRY     -  US
 AE2847  USGS QUAD   -  WEST CONCORD (1965)
 AE2847
 AE2847                         *CURRENT SURVEY CONTROL
 AE2847  ______________________________________________________________________
 AE2847* NAD 83(1986) POSITION- 44 13 35.00   (N) 092 56 43.00   (W)   HD_HELD1  
 AE2847* NAVD 88 ORTHO HEIGHT -   371.257  (meters)    1218.03  (feet) ADJUSTED  
 AE2847  ______________________________________________________________________
 AE2847  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 AE2847  DYNAMIC HEIGHT  -        371.196 (meters)     1217.83  (feet) COMP
 AE2847  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 AE2847
 AE2847  VERT ORDER      -  SECOND    CLASS I
 AE2847
 AE2847.The horizontal coordinates were established by differentially corrected
 AE2847.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2847.
 AE2847.The orthometric height was determined by differential leveling and
 AE2847.adjusted in December 1997.
 AE2847
 AE2847.Photographs are available for this station.
 AE2847
 AE2847.The dynamic height is computed by dividing the NAVD 88
 AE2847.geopotential number by the normal gravity value computed on the
 AE2847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2847.degrees latitude (g = 980.6199 gals.).
 AE2847
 AE2847.The modeled gravity was interpolated from observed gravity values.
 AE2847
 AE2847;                    North         East    Units  Estimated Accuracy
 AE2847;SPC MN S     -   236,809.4     884,265.0     MT  (+/- 3 meters HH1 GPS) 
 AE2847
 AE2847                          SUPERSEDED SURVEY CONTROL
 AE2847
 AE2847  NGVD 29 (12/11/97)  371.236  (m)         1217.96   (f) ADJUSTED    2 1
 AE2847
 AE2847.Superseded values are not recommended for survey control.
 AE2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2847.See file dsdata.txt to determine how the superseded data were derived.
 AE2847
 AE2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0437097019(NAD 83)
 AE2847
 AE2847_MARKER: DV = VERTICAL CONTROL DISK
 AE2847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2847_STAMPING: 2507 C 1983
 AE2847_MARK LOGO: MNDT  
 AE2847_PROJECTION: FLUSH
 AE2847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2847+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2847
 AE2847  HISTORY     - Date     Condition        Report By
 AE2847  HISTORY     - 19830701 MONUMENTED       MNDT
 AE2847  HISTORY     - 20090610 GOOD             MNDT
 AE2847
 AE2847                          STATION DESCRIPTION
 AE2847
 AE2847'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2847'THE MARK IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE TOWN OF KENYON, IN
 AE2847'THE SE 1/4 OF SECTION 23, T109N, R18W, 3.7 MILES SOUTHEAST ALONG TRUNK
 AE2847'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 AE2847'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 76 FEET
 AE2847'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 71.15,
 AE2847'113 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 2.5 FEET SOUTH OF A
 AE2847'STEEL RIGHT-OF-WAY POST, AND 0.3 FOOT EAST OF A STEEL WITNESS POST.
 AE2847'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2847'STAMPED---2507 C 1983---, IS SET ON THE TOP OF A DRIVEN ALUMINUM ROD
 AE2847'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW
 AE2847'THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 AE2847'MAGNETIC.
 AE2847
 AE2847                          STATION RECOVERY (2009)
 AE2847
 AE2847'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2847'4.0 MILES SOUTHEAST OF KENYON, 3.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2847'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2847'TRUNK HIGHWAY 56 MILE POINT 71.15, 76 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2847'56, 113 FEET NORTH OF 500TH STREET, 5.0 FEET SOUTH OF FIBER OPTIC
 AE2847'CABLE MARKER, 2.5 FEET SOUTH OF RIGHT-OF-WAY POST, 0.3 FOOT EAST OF
 AE2847'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2826 ***********************************************************************
 AE2826  DESIGNATION -  2507 F
 AE2826  PID         -  AE2826
 AE2826  STATE/COUNTY-  MN/GOODHUE
 AE2826  COUNTRY     -  US
 AE2826  USGS QUAD   -  WEST CONCORD (1965)
 AE2826
 AE2826                         *CURRENT SURVEY CONTROL
 AE2826  ______________________________________________________________________
 AE2826* NAD 83(1986) POSITION- 44 13 13.     (N) 092 56 23.     (W)   SCALED    
 AE2826* NAVD 88 ORTHO HEIGHT -   369.427  (meters)    1212.03  (feet) ADJUSTED  
 AE2826  ______________________________________________________________________
 AE2826  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 AE2826  DYNAMIC HEIGHT  -        369.366 (meters)     1211.83  (feet) COMP
 AE2826  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 AE2826
 AE2826  VERT ORDER      -  SECOND    CLASS I
 AE2826
 AE2826.The horizontal coordinates were scaled from a topographic map and have
 AE2826.an estimated accuracy of +/- 6 seconds.
 AE2826.
 AE2826.The orthometric height was determined by differential leveling and
 AE2826.adjusted in December 1997.
 AE2826
 AE2826.Photographs are available for this station.
 AE2826
 AE2826.The dynamic height is computed by dividing the NAVD 88
 AE2826.geopotential number by the normal gravity value computed on the
 AE2826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2826.degrees latitude (g = 980.6199 gals.).
 AE2826
 AE2826.The modeled gravity was interpolated from observed gravity values.
 AE2826
 AE2826;                    North         East    Units  Estimated Accuracy
 AE2826;SPC MN S     -   236,140.      884,720.      MT  (+/- 180 meters Scaled)
 AE2826
 AE2826                          SUPERSEDED SURVEY CONTROL
 AE2826
 AE2826  NGVD 29 (12/11/97)  369.407  (m)         1211.96   (f) ADJUSTED    2 1
 AE2826
 AE2826.Superseded values are not recommended for survey control.
 AE2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2826.See file dsdata.txt to determine how the superseded data were derived.
 AE2826
 AE2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ048963(NAD 83)
 AE2826
 AE2826_MARKER: DV = VERTICAL CONTROL DISK
 AE2826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2826_STAMPING: 2507 F 1983
 AE2826_MARK LOGO: MNDT  
 AE2826_PROJECTION: FLUSH
 AE2826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2826+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2826
 AE2826  HISTORY     - Date     Condition        Report By
 AE2826  HISTORY     - 1983     MONUMENTED       MNDT
 AE2826  HISTORY     - 20090610 GOOD             MNDT
 AE2826
 AE2826                          STATION DESCRIPTION
 AE2826
 AE2826'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2826'THE MARK IS LOCATED ABOUT 5 MILES NORTH-NORTHWEST OF THE TOWN OF WEST
 AE2826'CONCORD, IN THE NW 1/4 OF SECTION 25, T109N, R18W, 5.15 MILES NORTH
 AE2826'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF STATE STREET (TRUNK
 AE2826'HIGHWAY 56) AND MAIN STREET IN WEST CONCORD OR 4.2 MILES SOUTH ALONG
 AE2826'TRUNK HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 AE2826'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 116.5 FEET
 AE2826'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 70.65, 33
 AE2826'FEET EAST OF THE CENTER OF A GRAVEL ROAD, 113 FEET SOUTH OF A POWER
 AE2826'POLE, AND 0.8 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AE2826'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2507 F
 AE2826'1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 15 FOOT LONG
 AE2826'DRIVEN ALUMINUM ROD THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE
 AE2826'GROUND AND IS ABOUT LEVEL WITH THE GRAVEL ROAD.  A MAGNET IN THE DISK
 AE2826'MAKES THE MARK MAGNETIC.
 AE2826
 AE2826                          STATION RECOVERY (2009)
 AE2826
 AE2826'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 AE2826'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2827 ***********************************************************************
 AE2827  DESIGNATION -  2507 G
 AE2827  PID         -  AE2827
 AE2827  STATE/COUNTY-  MN/GOODHUE
 AE2827  COUNTRY     -  US
 AE2827  USGS QUAD   -  WEST CONCORD (1965)
 AE2827
 AE2827                         *CURRENT SURVEY CONTROL
 AE2827  ______________________________________________________________________
 AE2827* NAD 83(1986) POSITION- 44 13 56.00   (N) 092 57 06.00   (W)   HD_HELD1  
 AE2827* NAVD 88 ORTHO HEIGHT -   378.121  (meters)    1240.55  (feet) ADJUSTED  
 AE2827  ______________________________________________________________________
 AE2827  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 AE2827  DYNAMIC HEIGHT  -        378.060 (meters)     1240.35  (feet) COMP
 AE2827  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 AE2827
 AE2827  VERT ORDER      -  SECOND    CLASS I
 AE2827
 AE2827.The horizontal coordinates were established by differentially corrected
 AE2827.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2827.
 AE2827.The orthometric height was determined by differential leveling and
 AE2827.adjusted in December 1997.
 AE2827
 AE2827.Photographs are available for this station.
 AE2827
 AE2827.The dynamic height is computed by dividing the NAVD 88
 AE2827.geopotential number by the normal gravity value computed on the
 AE2827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2827.degrees latitude (g = 980.6199 gals.).
 AE2827
 AE2827.The modeled gravity was interpolated from observed gravity values.
 AE2827
 AE2827;                    North         East    Units  Estimated Accuracy
 AE2827;SPC MN S     -   237,450.9     883,746.3     MT  (+/- 3 meters HH1 GPS) 
 AE2827
 AE2827                          SUPERSEDED SURVEY CONTROL
 AE2827
 AE2827  NGVD 29 (12/11/97)  378.100  (m)         1240.48   (f) ADJUSTED    2 1
 AE2827
 AE2827.Superseded values are not recommended for survey control.
 AE2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2827.See file dsdata.txt to determine how the superseded data were derived.
 AE2827
 AE2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0385997666(NAD 83)
 AE2827
 AE2827_MARKER: DV = VERTICAL CONTROL DISK
 AE2827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2827_STAMPING: 2507 G 1983
 AE2827_MARK LOGO: MNDT  
 AE2827_PROJECTION: RECESSED 5 CENTIMETERS
 AE2827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2827+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2827
 AE2827  HISTORY     - Date     Condition        Report By
 AE2827  HISTORY     - 1983     MONUMENTED       MNDT
 AE2827  HISTORY     - 20090610 GOOD             MNDT
 AE2827
 AE2827                          STATION DESCRIPTION
 AE2827
 AE2827'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2827'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE TOWN OF KENYON,
 AE2827'IN THE SW 1/4 OF SECTION 23, T109N, R18W, 3.15 MILES SOUTHEAST ALONG
 AE2827'TRUNK HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 AE2827'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 74.3 FEET
 AE2827'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 71.7,
 AE2827'16.5 FEET SOUTH OF THE CENTER OF A FARM ENTRANCE, 1.5 FEET NORTHEAST
 AE2827'OF A CORNER FENCE POST, AND 1.1 FEET NORTHWEST OF A STEEL WITNESS
 AE2827'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 AE2827'DISK STAMPED---2507 G 1983---, IS SET ON THE TOP OF A 3/4 INCH
 AE2827'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 AE2827'SURFACE OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK
 AE2827'HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2827
 AE2827                          STATION RECOVERY (2009)
 AE2827
 AE2827'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2827'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3136 ***********************************************************************
 PP3136  DESIGNATION -  2507 H
 PP3136  PID         -  PP3136
 PP3136  STATE/COUNTY-  MN/GOODHUE
 PP3136  COUNTRY     -  US
 PP3136  USGS QUAD   -  WEST CONCORD (1965)
 PP3136
 PP3136                         *CURRENT SURVEY CONTROL
 PP3136  ______________________________________________________________________
 PP3136* NAD 83(1996) POSITION- 44 14 24.99561(N) 092 57 25.14850(W)   ADJUSTED  
 PP3136* NAVD 88 ORTHO HEIGHT -   381.085  (meters)    1250.28  (feet) ADJUSTED  
 PP3136  ______________________________________________________________________
 PP3136  LAPLACE CORR    -         -8.83  (seconds)                    DEFLEC09
 PP3136  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 PP3136  DYNAMIC HEIGHT  -        381.024 (meters)     1250.08  (feet) COMP
 PP3136  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 PP3136
 PP3136  HORZ ORDER      -  SECOND
 PP3136  VERT ORDER      -  SECOND    CLASS I
 PP3136
 PP3136.The horizontal coordinates were established by classical geodetic methods
 PP3136.and adjusted by the National Geodetic Survey in March 1999.
 PP3136.
 PP3136.The orthometric height was determined by differential leveling and
 PP3136.adjusted in December 1997.
 PP3136
 PP3136.Photographs are available for this station.
 PP3136
 PP3136.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3136
 PP3136.The dynamic height is computed by dividing the NAVD 88
 PP3136.geopotential number by the normal gravity value computed on the
 PP3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3136.degrees latitude (g = 980.6199 gals.).
 PP3136
 PP3136.The modeled gravity was interpolated from observed gravity values.
 PP3136
 PP3136. The following values were computed from the NAD 83(1996) position.
 PP3136
 PP3136;                    North         East     Units Scale Factor Converg.
 PP3136;SPC MN S     -   238,340.294   883,309.965   MT  0.99993238   +0 43 51.9
 PP3136;SPC MN S     -   781,954.78  2,897,992.78   sFT  0.99993238   +0 43 51.9
 PP3136;UTM  15      - 4,898,561.292   503,434.686   MT  0.99960015   +0 01 48.0
 PP3136
 PP3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3136!SPC MN S     -   0.99994479  x   0.99993238  =   0.99987718
 PP3136!UTM  15      -   0.99994479  x   0.99960015  =   0.99954497
 PP3136
 PP3136                          SUPERSEDED SURVEY CONTROL
 PP3136
 PP3136  NAD 83(1986)-  44 14 24.98837(N)    092 57 25.14370(W) AD(       ) 2
 PP3136  NGVD 29 (12/11/97)  381.065  (m)         1250.21   (f) ADJUSTED    2 1
 PP3136
 PP3136.Superseded values are not recommended for survey control.
 PP3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3136.See file dsdata.txt to determine how the superseded data were derived.
 PP3136
 PP3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0343498561(NAD 83)
 PP3136
 PP3136_MARKER: DV = VERTICAL CONTROL DISK
 PP3136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3136_STAMPING: 2507 H 1983
 PP3136_MARK LOGO: MNDT  
 PP3136_PROJECTION: FLUSH
 PP3136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3136+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 PP3136
 PP3136  HISTORY     - Date     Condition        Report By
 PP3136  HISTORY     - 1983     MONUMENTED       MNDT
 PP3136  HISTORY     - 1983     GOOD             MNDT
 PP3136  HISTORY     - 19830615 GOOD             MNDT
 PP3136  HISTORY     - 20090610 GOOD             MNDT
 PP3136
 PP3136                          STATION DESCRIPTION
 PP3136
 PP3136'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 PP3136'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF
 PP3136'KENYON, IN THE NW 1/4 OF SECTION 23, T109N, R18W, ON THE SOUTH
 PP3136'RIGHT-OF-WAY OF A GRAVEL ROAD.
 PP3136'
 PP3136'TO REACH THE STATION FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND
 PP3136'TRUNK HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, GO 2.55
 PP3136'MILES SOUTHEAST ON TRUNK HIGHWAY 56 TO A CROSSROAD, TURN LEFT AND GO
 PP3136'ABOUT 475 FEET EAST ON A GRAVEL ROAD TO A GRAVEL ROAD ON THE LEFT AND
 PP3136'THE MARK ON THE RIGHT.
 PP3136'
 PP3136'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3136'DISK STAMPED---2507 H 1983---, IS SET ON THE TOP OF A 3/4 INCH
 PP3136'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 PP3136'SURFACE OF THE GROUND AND ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE
 PP3136'GRAVEL ROAD.  THE MARK IS 32.5 FEET SOUTH OF THE CENTER OF THE ROAD,
 PP3136'ABOUT 475 FEET EAST OF TRUNK HIGHWAY 56 AT MILEPOINT 72.3, 43 FEET
 PP3136'EAST OF THE CENTER OF A T - ROAD EXTENDED, 1.5 FEET NORTHEAST OF A
 PP3136'POWER POLE, AND 1.5 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST.
 PP3136'
 PP3136'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3136'
 PP3136'THIS STATION IS AN AZIMUTH MARK FOR STATION KINDSETH.
 PP3136
 PP3136                          STATION RECOVERY (1983)
 PP3136
 PP3136'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP3136'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF KENYON,
 PP3136'IN THE NW 1/4 OF SECTION 23, T109N, R18W, 2.55 MILES SOUTHEAST ALONG
 PP3136'TRUNK HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PP3136'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON THENCE ABOUT 475
 PP3136'FEET EAST ALONG A GRAVEL ROAD, 32.5 FEET SOUTH OF THE CENTER OF THE
 PP3136'GRAVEL ROAD, ABOUT 475 FEET EAST OF TRUNK HIGHWAY 56 AT MILEPOINT
 PP3136'72.3, 43 FEET EAST OF THE CENTER OF A T - ROAD EXTENDED, 1.5 FEET
 PP3136'NORTHEAST OF A POWER POLE, AND 1.5 FEET NORTH-NORTHWEST OF A STEEL
 PP3136'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3136'MONUMENT DISK STAMPED---2507 H 1983---, IS SET ON THE TOP OF A 3/4
 PP3136'INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 PP3136'THE SURFACE OF THE GROUND AND ABOUT 1-1/2 FEET BELOW THE LEVEL OF THE
 PP3136'GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3136
 PP3136                          STATION RECOVERY (1983)
 PP3136
 PP3136'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (CLN)
 PP3136'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTHEAST OF KENYON, JUST
 PP3136'EAST OF THE JUNCTION OF HIGHWAY 56 AND COUNTY ROAD 23, ALONG THE SOUTH
 PP3136'SIDE OF COUNTY ROAD 23.  TO REACH THE STATION FROM THE JUNCTION OF
 PP3136'HIGHWAYS 56 AND 60 IN KEYON, GO SOUTHEAST ON HIGHWAY 56 FOR 4.4 KM
 PP3136'(2.75 MI) TO COUNTY ROAD 23.  TURN LEFT AND GO EAST ON COUNTY ROAD 23
 PP3136'FOR 0.15 KM (0.10 MI) TO THE MARK ON THE RIGHT, JUST AFTER CROSSING
 PP3136'RAILROAD TRACK.  THE STATION IS A STANDARD MNDT DISK STAMPED---2507 H
 PP3136'1983---ATTACHED TO THE TOP OF A DRIVEN ROD SURROUNDED AT THE TOP WITH
 PP3136'A GRAVEL FILLED 15 CM (6 INCH) PLASTIC PIPE WHICH IS FLUSH WITH THE
 PP3136'SURFACE.  IT IS 9.9 M (32.5 FT) SOUTH OF THE CENTER OF COUNTY ROAD 23,
 PP3136'0.45 METER (1.48 FT) NORTHEAST OF A POWER POLE AND 0.45 METER (1.48
 PP3136'FT) NORTH NORTHWEST OF A WITNESS POST.
 PP3136
 PP3136                          STATION RECOVERY (2009)
 PP3136
 PP3136'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2834 ***********************************************************************
 AE2834  DESIGNATION -  2507 J
 AE2834  PID         -  AE2834
 AE2834  STATE/COUNTY-  MN/GOODHUE
 AE2834  COUNTRY     -  US
 AE2834  USGS QUAD   -  KENYON (1980)
 AE2834
 AE2834                         *CURRENT SURVEY CONTROL
 AE2834  ______________________________________________________________________
 AE2834* NAD 83(2007) POSITION- 44 16 00.30694(N) 092 58 47.93465(W)   ADJUSTED  
 AE2834* NAD 83(2007) ELLIP HT-   323.925 (meters)        (02/10/07)   ADJUSTED
 AE2834* NAD 83(2007) EPOCH   -  2002.00
 AE2834* NAVD 88 ORTHO HEIGHT -   352.850  (meters)    1157.64  (feet) ADJUSTED  
 AE2834  ______________________________________________________________________
 AE2834  NAD 83(2007) X  -   -237,844.338 (meters)                     COMP
 AE2834  NAD 83(2007) Y  - -4,568,882.420 (meters)                     COMP
 AE2834  NAD 83(2007) Z  -  4,429,591.008 (meters)                     COMP
 AE2834  LAPLACE CORR    -         -8.65  (seconds)                    DEFLEC09
 AE2834  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 AE2834  DYNAMIC HEIGHT  -        352.796 (meters)     1157.46  (feet) COMP
 AE2834  MODELED GRAVITY -    980,452.9   (mgal)                       NAVD 88
 AE2834
 AE2834  VERT ORDER      -  SECOND    CLASS I
 AE2834
 AE2834  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE2834  Type                                         Horiz  Ellip  Dist(km)
 AE2834  -------------------------------------------------------------------
 AE2834  NETWORK                                       2.77   3.04
 AE2834  -------------------------------------------------------------------
 AE2834  MEDIAN LOCAL ACCURACY AND DIST (003 points)   2.76   2.96      1.07
 AE2834  -------------------------------------------------------------------
 AE2834  NOTE: Click here for information on individual local accuracy
 AE2834  values and other accuracy information.
 AE2834
 AE2834
 AE2834.The horizontal coordinates were established by GPS observations
 AE2834.and adjusted by the National Geodetic Survey in February 2007.
 AE2834
 AE2834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE2834.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE2834
 AE2834.The horizontal coordinates are valid at the epoch date displayed above
 AE2834.which is a decimal equivalence of Year/Month/Day.
 AE2834
 AE2834.The orthometric height was determined by differential leveling and
 AE2834.adjusted in December 1997.
 AE2834
 AE2834.Photographs are available for this station.
 AE2834
 AE2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2834
 AE2834.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE2834
 AE2834.The ellipsoidal height was determined by GPS observations
 AE2834.and is referenced to NAD 83.
 AE2834
 AE2834.The dynamic height is computed by dividing the NAVD 88
 AE2834.geopotential number by the normal gravity value computed on the
 AE2834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2834.degrees latitude (g = 980.6199 gals.).
 AE2834
 AE2834.The modeled gravity was interpolated from observed gravity values.
 AE2834
 AE2834. The following values were computed from the NAD 83(2007) position.
 AE2834
 AE2834;                    North         East     Units Scale Factor Converg.
 AE2834;SPC MN S     -   241,258.553   881,436.555   MT  0.99993039   +0 42 53.9
 AE2834;SPC MN S     -   791,529.10  2,891,846.43   sFT  0.99993039   +0 42 53.9
 AE2834;UTM  15      - 4,901,501.279   501,597.729   MT  0.99960003   +0 00 50.3
 AE2834
 AE2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2834!SPC MN S     -   0.99994921  x   0.99993039  =   0.99987960
 AE2834!UTM  15      -   0.99994921  x   0.99960003  =   0.99954926
 AE2834
 AE2834:                Primary Azimuth Mark                     Grid Az
 AE2834:SPC MN S     -  2507 A                                   148 51 25.2
 AE2834:UTM  15      -  2507 A                                   149 33 28.8
 AE2834
 AE2834|---------------------------------------------------------------------|
 AE2834| PID    Reference Object                     Distance      Geod. Az  |
 AE2834|                                                           dddmmss.s |
 AE2834| AE2831 2507 A                              APPROX. 1.1 KM 1493419.1 |
 AE2834|---------------------------------------------------------------------|
 AE2834
 AE2834                          SUPERSEDED SURVEY CONTROL
 AE2834
 AE2834  NAD 83(1996)-  44 16 00.30648(N)    092 58 47.93408(W) AD(       ) 1
 AE2834  ELLIP H (11/24/04)  323.977  (m)                       GP(       ) 4 1
 AE2834  NAVD 88 (11/24/04)  352.85   (m)         1157.6    (f) LEVELING    3  
 AE2834  NGVD 29 (12/11/97)  352.829  (m)         1157.57   (f) ADJUSTED    2 1
 AE2834
 AE2834.Superseded values are not recommended for survey control.
 AE2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2834.See file dsdata.txt to determine how the superseded data were derived.
 AE2834
 AE2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159701501(NAD 83)
 AE2834
 AE2834_MARKER: DV = VERTICAL CONTROL DISK
 AE2834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2834_STAMPING: 2507 J 1983
 AE2834_MARK LOGO: MNDT  
 AE2834_PROJECTION: PROJECTING 5 CENTIMETERS
 AE2834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2834+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 AE2834_ROD/PIPE-DEPTH:  3.0 meters
 AE2834
 AE2834  HISTORY     - Date     Condition        Report By
 AE2834  HISTORY     - 1983     MONUMENTED       MNDT
 AE2834  HISTORY     - 20040610 GOOD             MNDT
 AE2834  HISTORY     - 20090610 GOOD             MNDT
 AE2834
 AE2834                          STATION DESCRIPTION
 AE2834
 AE2834'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2834'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE TOWN OF KENYON, IN
 AE2834'THE NW 1/4 OF SECTION 10, T109N, R18W, 0.5 MILE SOUTHEAST ALONG TRUNK
 AE2834'HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2834'HIGHWAY 60 IN KENYON, 75.5 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK
 AE2834'HIGHWAY 56 AT MILEPOINT 74.5, 94 FEET EAST OF THE CENTERLINE OF COUNTY
 AE2834'ROAD 13, 66 FEET EAST-NORTHEAST OF A POWER POLE, 115 FEET SOUTHEAST OF
 AE2834'A POWER POLE, 16 FEET WEST-SOUTHWEST OF A 18 INCH DIAMETER BOXELDER
 AE2834'TREE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AE2834'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2507 J 1983---,
 AE2834'IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 10 FOOT LONG DRIVEN
 AE2834'ALUMINUM ROD THAT PROJECTS 0.5 FOOT ABOVE THE SURFACE OF THE GROUND
 AE2834'AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES
 AE2834'THE MARK MAGNETIC.
 AE2834
 AE2834                          STATION RECOVERY (2004)
 AE2834
 AE2834'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AE2834'0.5 MILES SOUTHEAST OF KENYON, 0.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 AE2834'56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60, AT
 AE2834'TRUNK HIGHWAY 56 MILEPOINT 74.5, 75.5 FEET SOUTHWEST OF TRUNK HIGHWAY
 AE2834'56, 94 FEET EAST OF COUNTY ROAD 13, 66 FEET EAST-NORTHEAST OF POWER
 AE2834'POLE, 115 FEET SOUTHEAST OF POWER POLE, 16 FEET WEST-SOUTHWEST OF 18
 AE2834'INCH BOXELDER TREE, 0.5 FEET EAST OF WITNESS POST
 AE2834
 AE2834                          STATION RECOVERY (2009)
 AE2834
 AE2834'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PNE)
 AE2834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0406 ***********************************************************************
 PP0406  DESIGNATION -  2508 A
 PP0406  PID         -  PP0406
 PP0406  STATE/COUNTY-  MN/GOODHUE
 PP0406  COUNTRY     -  US
 PP0406  USGS QUAD   -  KENYON (1980)
 PP0406
 PP0406                         *CURRENT SURVEY CONTROL
 PP0406  ______________________________________________________________________
 PP0406* NAD 83(1986) POSITION- 44 16 47.50   (N) 092 58 48.20   (W)   HD_HELD1  
 PP0406* NAVD 88 ORTHO HEIGHT -   331.107  (meters)    1086.31  (feet) ADJUSTED  
 PP0406  ______________________________________________________________________
 PP0406  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 PP0406  DYNAMIC HEIGHT  -        331.055 (meters)     1086.14  (feet) COMP
 PP0406  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PP0406
 PP0406  VERT ORDER      -  SECOND    CLASS I
 PP0406
 PP0406.The horizontal coordinates were established by differentially corrected
 PP0406.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0406.
 PP0406.The orthometric height was determined by differential leveling and
 PP0406.adjusted in December 1997.
 PP0406
 PP0406.Photographs are available for this station.
 PP0406
 PP0406.The dynamic height is computed by dividing the NAVD 88
 PP0406.geopotential number by the normal gravity value computed on the
 PP0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0406.degrees latitude (g = 980.6199 gals.).
 PP0406
 PP0406.The modeled gravity was interpolated from observed gravity values.
 PP0406
 PP0406;                    North         East    Units  Estimated Accuracy
 PP0406;SPC MN S     -   242,714.9     881,412.5     MT  (+/- 3 meters HH1 GPS) 
 PP0406
 PP0406                          SUPERSEDED SURVEY CONTROL
 PP0406
 PP0406  NAVD 88 (06/15/91)  332.671  (m)         1091.44   (f) SUPERSEDED  2 0
 PP0406  NGVD 29 (12/11/97)  331.084  (m)         1086.23   (f) ADJUSTED    2 0
 PP0406
 PP0406.Superseded values are not recommended for survey control.
 PP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0406.See file dsdata.txt to determine how the superseded data were derived.
 PP0406
 PP0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159102957(NAD 83)
 PP0406
 PP0406_MARKER: DB = BENCH MARK DISK
 PP0406_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0406_SP_SET: BRIDGE WALKWAY
 PP0406_STAMPING: 2508 A 1949
 PP0406_MARK LOGO: MNHD  
 PP0406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0406+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0406
 PP0406  HISTORY     - Date     Condition        Report By
 PP0406  HISTORY     - 1949     MONUMENTED       MNDT
 PP0406  HISTORY     - 1972     GOOD             MNDT
 PP0406  HISTORY     - 1983     GOOD             MNDT
 PP0406  HISTORY     - 20090611 GOOD             MNDT
 PP0406
 PP0406                          STATION DESCRIPTION
 PP0406
 PP0406'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0406'0.7 MI NE FROM KENYON.
 PP0406'MARK IS LOCATED ABOUT 400 FEET NORTH ALONG T.H. 56 FROM THE EAST
 PP0406'JUNCTION OF T.H. 56 AND T.H. 60 IN KENYON, IN THE SOUTHEAST CORNER OF
 PP0406'BRIDGE NO. 4617, T.H. 56 OVER THE NORTH FORK OF THE ZUMBRO RIVER, 3
 PP0406'FEET EAST OF THE WEST EDGE OF THE CONCRETE WALKWAY, 26.6 FEET NORTH OF
 PP0406'THE SOUTH END OF THE WALKWAY, ABOUT 1 FOOT HIGHER THAN THE ROADWAY. NW
 PP0406'1/4 SECTION 3, T 109N, R 18W.
 PP0406
 PP0406                          STATION RECOVERY (1983)
 PP0406
 PP0406'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0406'ABOUT 400 FEET NORTH ALONG TRUNK HIGHWAY 56 FROM THE EAST JUNCTION OF
 PP0406'TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN KENYON, AT TRUNK HIGHWAY 56
 PP0406'MILEPOINT 75.6, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 4617 (TRUNK
 PP0406'HIGHWAY 56 OVER THE NORTH FORK OF THE ZUMBRO RIVER), 3 FEET EAST OF
 PP0406'THE WEST EDGE OF THE CONCRETE WALKWAY, 26.6 FEET NORTH OF THE SOUTH
 PP0406'END OF THE WALKWAY, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 PP0406'THE MARK IS A STANDARD MNDT BENCH MARK DISK STAMPED---2508 A 1949---.
 PP0406'BENCH MARK 2511 AD 1 MNDT IS ALSO IN THE SAME CORNER OF THIS BRIDGE.
 PP0406'THE MARK IS IN THE NW 1/4 OF SECTION 3, T109N, R18W.
 PP0406
 PP0406                          STATION RECOVERY (2009)
 PP0406
 PP0406'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0406'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6741 ***********************************************************************
 DK6741  DESIGNATION -  2508 C 1
 DK6741  PID         -  DK6741
 DK6741  STATE/COUNTY-  MN/GOODHUE
 DK6741  COUNTRY     -  US
 DK6741  USGS QUAD   -  RANDOLPH (1974)
 DK6741
 DK6741                         *CURRENT SURVEY CONTROL
 DK6741  ______________________________________________________________________
 DK6741* NAD 83(1986) POSITION- 44 30 55.60   (N) 093 00 45.92   (W)   HD_HELD1  
 DK6741* NAVD 88 ORTHO HEIGHT -   266.552  (meters)     874.51  (feet) ADJUSTED  
 DK6741  ______________________________________________________________________
 DK6741  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 DK6741  DYNAMIC HEIGHT  -        266.516 (meters)      874.39  (feet) COMP
 DK6741  MODELED GRAVITY -    980,476.5   (mgal)                       NAVD 88
 DK6741
 DK6741  VERT ORDER      -  SECOND    CLASS I
 DK6741
 DK6741.The horizontal coordinates were established by differentially corrected
 DK6741.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6741.
 DK6741.The orthometric height was determined by differential leveling and
 DK6741.adjusted in December 2008.
 DK6741
 DK6741.The dynamic height is computed by dividing the NAVD 88
 DK6741.geopotential number by the normal gravity value computed on the
 DK6741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6741.degrees latitude (g = 980.6199 gals.).
 DK6741
 DK6741.The modeled gravity was interpolated from observed gravity values.
 DK6741
 DK6741;                    North         East    Units  Estimated Accuracy
 DK6741;SPC MN S     -   268,857.0     878,486.4     MT  (+/- 3 meters HH1 GPS) 
 DK6741
 DK6741                          SUPERSEDED SURVEY CONTROL
 DK6741
 DK6741.No superseded survey control is available for this station.
 DK6741
 DK6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9898629124(NAD 83)
 DK6741
 DK6741_MARKER: DB = BENCH MARK DISK
 DK6741_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6741_SP_SET: BRIDGE ABUTMENT
 DK6741_STAMPING: 2508 C 1 1949
 DK6741_MARK LOGO: MNDT  
 DK6741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6741+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6741
 DK6741  HISTORY     - Date     Condition        Report By
 DK6741  HISTORY     - 1949     MONUMENTED       MNDT
 DK6741  HISTORY     - 20051130 GOOD             MNDT
 DK6741  HISTORY     - 20080902 GOOD             MNDT
 DK6741
 DK6741                          STATION DESCRIPTION
 DK6741
 DK6741'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK6741'THE MARK IS 1.0 MI (1.6 KM) SOUTHEAST OF RANDOLPH, IN ABUTMENT IN
 DK6741'SOUTHEAST CORNER OF TRUNK HIGHWAY 56 BRIDGE NUMBER 6525 OVER CANNON
 DK6741'RIVER, 0.80 MI (1.3 KM) SOUTH ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION
 DK6741'OF TRUNK HIGHWAY 56 AND COUNTY ROAD 88 AT RANDOLPH, AT TRUNK HIGHWAY
 DK6741'56 MILEPOST 91.50, 20 FT (6.1 M) EAST OF TRUNK HIGHWAY 56.
 DK6741
 DK6741                          STATION RECOVERY (2008)
 DK6741
 DK6741'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6741'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3137 ***********************************************************************
 PP3137  DESIGNATION -  2508 D
 PP3137  PID         -  PP3137
 PP3137  STATE/COUNTY-  MN/GOODHUE
 PP3137  COUNTRY     -  US
 PP3137  USGS QUAD   -  KENYON (1980)
 PP3137
 PP3137                         *CURRENT SURVEY CONTROL
 PP3137  ______________________________________________________________________
 PP3137* NAD 83(1996) POSITION- 44 17 53.90190(N) 092 58 49.71916(W)   NO CHECK  
 PP3137* NAVD 88 ORTHO HEIGHT -   360.891  (meters)    1184.02  (feet) ADJUSTED  
 PP3137  ______________________________________________________________________
 PP3137  LAPLACE CORR    -         -9.19  (seconds)                    DEFLEC09
 PP3137  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 PP3137  DYNAMIC HEIGHT  -        360.837 (meters)     1183.85  (feet) COMP
 PP3137  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 PP3137
 PP3137  HORZ ORDER      -  SECOND
 PP3137  VERT ORDER      -  SECOND    CLASS I
 PP3137
 PP3137.The horizontal coordinates were established by classical geodetic methods
 PP3137.and adjusted by the National Geodetic Survey in March 1999.
 PP3137.
 PP3137.No horizontal observational check was made to the station.
 PP3137.
 PP3137.The orthometric height was determined by differential leveling and
 PP3137.adjusted in December 1997.
 PP3137
 PP3137.Photographs are available for this station.
 PP3137
 PP3137.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3137
 PP3137.The dynamic height is computed by dividing the NAVD 88
 PP3137.geopotential number by the normal gravity value computed on the
 PP3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3137.degrees latitude (g = 980.6199 gals.).
 PP3137
 PP3137.The modeled gravity was interpolated from observed gravity values.
 PP3137
 PP3137. The following values were computed from the NAD 83(1996) position.
 PP3137
 PP3137;                    North         East     Units Scale Factor Converg.
 PP3137;SPC MN S     -   244,763.766   881,353.255   MT  0.99992830   +0 42 52.6
 PP3137;SPC MN S     -   803,029.12  2,891,573.14   sFT  0.99992830   +0 42 52.6
 PP3137;UTM  15      - 4,905,006.094   501,557.332   MT  0.99960003   +0 00 49.1
 PP3137
 PP3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3137!SPC MN S     -   0.99994795  x   0.99992830  =   0.99987626
 PP3137!UTM  15      -   0.99994795  x   0.99960003  =   0.99954800
 PP3137
 PP3137                          SUPERSEDED SURVEY CONTROL
 PP3137
 PP3137  NAD 83(1986)-  44 17 53.89546(N)    092 58 49.71579(W) AD(       ) 2
 PP3137  NGVD 29 (12/11/97)  360.870  (m)         1183.95   (f) ADJUSTED    2 1
 PP3137
 PP3137.Superseded values are not recommended for survey control.
 PP3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3137.See file dsdata.txt to determine how the superseded data were derived.
 PP3137
 PP3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0155705006(NAD 83)
 PP3137
 PP3137_MARKER: DV = VERTICAL CONTROL DISK
 PP3137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3137_STAMPING: 2508 D 1983
 PP3137_MARK LOGO: MNDT  
 PP3137_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3137+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2009
 PP3137
 PP3137  HISTORY     - Date     Condition        Report By
 PP3137  HISTORY     - 1983     MONUMENTED       MNDT
 PP3137  HISTORY     - 1983     GOOD             MNDT
 PP3137  HISTORY     - 20090815 GOOD             MNDT
 PP3137
 PP3137                          STATION DESCRIPTION
 PP3137
 PP3137'DESCRIBED BY MN DEPT OF TRANSP 1983 (DKH)
 PP3137'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE TOWN OF KENYON,
 PP3137'IN THE SE 1/4 OF SECTION 28, T110N, R18W, IN THE NORTHWEST QUADRANT OF
 PP3137'THE INTERSECTION OF TRUNK HIGHWAY 56 AND A GRAVEL TOWNSHIP ROAD.
 PP3137'
 PP3137'TO REACH THE STATION FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 56 AND
 PP3137'TRUNK HIGHWAY 60 AT THE NORTHEAST EDGE OF KENYON, GO NORTH ON TRUNK
 PP3137'HIGHWAY 56 FOR 1.35 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 PP3137'
 PP3137'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PP3137'DISK STAMPED---2508 D 1983---, IS SET ON THE TOP OF A 3/4 INCH
 PP3137'DIAMETER BY 6 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT
 PP3137'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL OF
 PP3137'TRUNK HIGHWAY 56.  THE MARK IS 173 FEET WEST OF THE CENTERLINE OF
 PP3137'TRUNK HIGHWAY 56 AT MILEPOINT 76.85, 34 FEET NORTH OF THE CENTER OF A
 PP3137'TOWNSHIP ROAD, 102.5 FEET WEST OF A GUYED POLE, 124.5 FEET NORTHWEST
 PP3137'OF A POWER POLE, AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET
 PP3137'IN THE DISK MAKES THE MARK MAGNETIC.
 PP3137'
 PP3137'THIS STATION IS AN AZIMUTH MARK FOR STATION HOLDEN MNDT.
 PP3137
 PP3137                          STATION RECOVERY (1983)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP3137'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE TOWN OF KENYON, IN
 PP3137'THE SE 1/4 OF SECTION 28, T110N, R18W, 1.35 MILES NORTH ALONG TRUNK
 PP3137'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 PP3137'HIGHWAY 60 IN KENYON, 173 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 PP3137'56 AT MILEPOINT 76.85, 34 FEET NORTH OF THE CENTER OF A TOWNSHIP ROAD,
 PP3137'102.5 FEET WEST OF A GUYED POLE, AND 0.8 FOOT SOUTHEAST OF A STEEL
 PP3137'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3137'MONUMENT DISK STAMPED---2508 D 1983---, IS SET ON THE TOP OF A 3/4
 PP3137'INCH DIAMETER BY 6 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.2
 PP3137'FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 PP3137'LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 PP3137'MAGNETIC.
 PP3137
 PP3137                          STATION RECOVERY (2009)
 PP3137
 PP3137'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3138 ***********************************************************************
 PP3138  DESIGNATION -  2508 E
 PP3138  PID         -  PP3138
 PP3138  STATE/COUNTY-  MN/GOODHUE
 PP3138  COUNTRY     -  US
 PP3138  USGS QUAD   -  KENYON (1980)
 PP3138
 PP3138                         *CURRENT SURVEY CONTROL
 PP3138  ______________________________________________________________________
 PP3138* NAD 83(1996) POSITION- 44 18 37.57650(N) 092 58 47.81911(W)   NO CHECK  
 PP3138* NAVD 88 ORTHO HEIGHT -   365.971  (meters)    1200.69  (feet) ADJUSTED  
 PP3138  ______________________________________________________________________
 PP3138  LAPLACE CORR    -         -9.07  (seconds)                    DEFLEC09
 PP3138  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 PP3138  DYNAMIC HEIGHT  -        365.916 (meters)     1200.51  (feet) COMP
 PP3138  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 PP3138
 PP3138  HORZ ORDER      -  SECOND
 PP3138  VERT ORDER      -  SECOND    CLASS I
 PP3138
 PP3138.The horizontal coordinates were established by classical geodetic methods
 PP3138.and adjusted by the National Geodetic Survey in March 1999.
 PP3138.
 PP3138.No horizontal observational check was made to the station.
 PP3138.
 PP3138.The orthometric height was determined by differential leveling and
 PP3138.adjusted in December 1997.
 PP3138
 PP3138.Photographs are available for this station.
 PP3138
 PP3138.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3138
 PP3138.The dynamic height is computed by dividing the NAVD 88
 PP3138.geopotential number by the normal gravity value computed on the
 PP3138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3138.degrees latitude (g = 980.6199 gals.).
 PP3138
 PP3138.The modeled gravity was interpolated from observed gravity values.
 PP3138
 PP3138. The following values were computed from the NAD 83(1996) position.
 PP3138
 PP3138;                    North         East     Units Scale Factor Converg.
 PP3138;SPC MN S     -   246,112.156   881,378.548   MT  0.99992757   +0 42 53.9
 PP3138;SPC MN S     -   807,452.97  2,891,656.12   sFT  0.99992757   +0 42 53.9
 PP3138;UTM  15      - 4,906,353.632   501,599.105   MT  0.99960003   +0 00 50.4
 PP3138
 PP3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3138!SPC MN S     -   0.99994716  x   0.99992757  =   0.99987473
 PP3138!UTM  15      -   0.99994716  x   0.99960003  =   0.99954721
 PP3138
 PP3138                          SUPERSEDED SURVEY CONTROL
 PP3138
 PP3138  NAD 83(1986)-  44 18 37.57005(N)    092 58 47.81618(W) AD(       ) 2
 PP3138  NGVD 29 (12/11/97)  365.949  (m)         1200.62   (f) ADJUSTED    2 1
 PP3138
 PP3138.Superseded values are not recommended for survey control.
 PP3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3138.See file dsdata.txt to determine how the superseded data were derived.
 PP3138
 PP3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159906353(NAD 83)
 PP3138
 PP3138_MARKER: DV = VERTICAL CONTROL DISK
 PP3138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3138_STAMPING: 2508 E 1983
 PP3138_MARK LOGO: MNDT  
 PP3138_PROJECTION: FLUSH
 PP3138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3138+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 PP3138
 PP3138  HISTORY     - Date     Condition        Report By
 PP3138  HISTORY     - 1983     MONUMENTED       MNDT
 PP3138  HISTORY     - 1983     GOOD             MNDT
 PP3138  HISTORY     - 20090805 GOOD             MNDT
 PP3138
 PP3138                          STATION DESCRIPTION
 PP3138
 PP3138'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 PP3138'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE TOWN OF KENYON, IN THE
 PP3138'NE 1/4 OF SECTION 28, T110N, R18W, 2.2 MILES NORTH ALONG TRUNK HIGHWAY
 PP3138'56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN
 PP3138'KENYON, 74 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT
 PP3138'MILEPOINT 77.65, 197 FEET SOUTH OF THE CENTER OF A DRIVE, 152 FEET
 PP3138'NORTH OF THE CENTER OF A FIELD ENTRANCE, 120 FEET NORTH-NORTHEAST OF A
 PP3138'POWER POLE, 31.4 FEET NORTHEAST OF A 30 INCH DIAMETER WHITE PINE TREE,
 PP3138'AND 1.3 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3138'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2508 E 1983---, IS
 PP3138'SET ON THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT LONG DRIVEN ALUMINUM
 PP3138'ROD THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS
 PP3138'ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE
 PP3138'MARK MAGNETIC.
 PP3138
 PP3138                          STATION RECOVERY (2009)
 PP3138
 PP3138'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2836 ***********************************************************************
 AE2836  DESIGNATION -  2508 F
 AE2836  PID         -  AE2836
 AE2836  STATE/COUNTY-  MN/GOODHUE
 AE2836  COUNTRY     -  US
 AE2836  USGS QUAD   -  KENYON (1980)
 AE2836
 AE2836                         *CURRENT SURVEY CONTROL
 AE2836  ______________________________________________________________________
 AE2836* NAD 83(1986) POSITION- 44 19 12.00   (N) 092 58 48.00   (W)   HD_HELD1  
 AE2836* NAVD 88 ORTHO HEIGHT -   349.992  (meters)    1148.27  (feet) ADJUSTED  
 AE2836  ______________________________________________________________________
 AE2836  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 AE2836  DYNAMIC HEIGHT  -        349.940 (meters)     1148.09  (feet) COMP
 AE2836  MODELED GRAVITY -    980,457.7   (mgal)                       NAVD 88
 AE2836
 AE2836  VERT ORDER      -  SECOND    CLASS I
 AE2836
 AE2836.The horizontal coordinates were established by differentially corrected
 AE2836.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2836.
 AE2836.The orthometric height was determined by differential leveling and
 AE2836.adjusted in December 1997.
 AE2836
 AE2836.The dynamic height is computed by dividing the NAVD 88
 AE2836.geopotential number by the normal gravity value computed on the
 AE2836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2836.degrees latitude (g = 980.6199 gals.).
 AE2836
 AE2836.The modeled gravity was interpolated from observed gravity values.
 AE2836
 AE2836;                    North         East    Units  Estimated Accuracy
 AE2836;SPC MN S     -   247,174.5     881,361.3     MT  (+/- 3 meters HH1 GPS) 
 AE2836
 AE2836                          SUPERSEDED SURVEY CONTROL
 AE2836
 AE2836  NGVD 29 (12/11/97)  349.970  (m)         1148.19   (f) ADJUSTED    2 1
 AE2836
 AE2836.Superseded values are not recommended for survey control.
 AE2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2836.See file dsdata.txt to determine how the superseded data were derived.
 AE2836
 AE2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159407415(NAD 83)
 AE2836
 AE2836_MARKER: DD = SURVEY DISK
 AE2836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2836_STAMPING: 2508 F 1983
 AE2836_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2836
 AE2836  HISTORY     - Date     Condition        Report By
 AE2836  HISTORY     - 1983     MONUMENTED       MNDT
 AE2836  HISTORY     - 20090805 MARK NOT FOUND   MNDT
 AE2836
 AE2836                          STATION DESCRIPTION
 AE2836
 AE2836'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2836'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH OF THE TOWN OF KENYON,
 AE2836'NEAR THE E 1/4 OF SECTION 21, T110N, R18W, 2.85 MILES NORTH ALONG
 AE2836'TRUNK HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2836'HIGHWAY 60 IN KENYON, 75 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 AE2836'56 AT MILEPOINT 78.35, 22 FEET SOUTH OF THE CENTER OF A FIELD
 AE2836'ENTRANCE, 2.1 FEET EAST-SOUTHEAST OF A FENCE CORNER, AND 0.7 FOOT
 AE2836'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 AE2836'VERTICAL CONTROL MONUMENT DISK STAMPED---2508 F 1983---, IS SET ON THE
 AE2836'TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT
 AE2836'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT
 AE2836'BELOW THE LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE
 AE2836'MARK MAGNETIC.
 AE2836
 AE2836                          STATION RECOVERY (2009)
 AE2836
 AE2836'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2836'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2837 ***********************************************************************
 AE2837  DESIGNATION -  2508 G
 AE2837  PID         -  AE2837
 AE2837  STATE/COUNTY-  MN/GOODHUE
 AE2837  COUNTRY     -  US
 AE2837  USGS QUAD   -  KENYON (1980)
 AE2837
 AE2837                         *CURRENT SURVEY CONTROL
 AE2837  ______________________________________________________________________
 AE2837* NAD 83(1986) POSITION- 44 19 45.00   (N) 092 58 46.00   (W)   HD_HELD1  
 AE2837* NAVD 88 ORTHO HEIGHT -   349.599  (meters)    1146.98  (feet) ADJUSTED  
 AE2837  ______________________________________________________________________
 AE2837  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 AE2837  DYNAMIC HEIGHT  -        349.547 (meters)     1146.81  (feet) COMP
 AE2837  MODELED GRAVITY -    980,458.4   (mgal)                       NAVD 88
 AE2837
 AE2837  VERT ORDER      -  SECOND    CLASS I
 AE2837
 AE2837.The horizontal coordinates were established by differentially corrected
 AE2837.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2837.
 AE2837.The orthometric height was determined by differential leveling and
 AE2837.adjusted in December 1997.
 AE2837
 AE2837.Photographs are available for this station.
 AE2837
 AE2837.The dynamic height is computed by dividing the NAVD 88
 AE2837.geopotential number by the normal gravity value computed on the
 AE2837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2837.degrees latitude (g = 980.6199 gals.).
 AE2837
 AE2837.The modeled gravity was interpolated from observed gravity values.
 AE2837
 AE2837;                    North         East    Units  Estimated Accuracy
 AE2837;SPC MN S     -   248,193.5     881,392.9     MT  (+/- 3 meters HH1 GPS) 
 AE2837
 AE2837                          SUPERSEDED SURVEY CONTROL
 AE2837
 AE2837  NGVD 29 (12/11/97)  349.577  (m)         1146.90   (f) ADJUSTED    2 1
 AE2837
 AE2837.Superseded values are not recommended for survey control.
 AE2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2837.See file dsdata.txt to determine how the superseded data were derived.
 AE2837
 AE2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0163808433(NAD 83)
 AE2837
 AE2837_MARKER: DV = VERTICAL CONTROL DISK
 AE2837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2837_STAMPING: 2508 G 1983
 AE2837_MARK LOGO: MNDT  
 AE2837_PROJECTION: RECESSED 5 CENTIMETERS
 AE2837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2837+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 AE2837
 AE2837  HISTORY     - Date     Condition        Report By
 AE2837  HISTORY     - 1983     MONUMENTED       MNDT
 AE2837  HISTORY     - 20090805 GOOD             MNDT
 AE2837
 AE2837                          STATION DESCRIPTION
 AE2837
 AE2837'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2837'THE MARK IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF KENYON, IN
 AE2837'THE SW 1/4 OF SECTION 15, T110N, R18W, 3.45 MILES NORTH ALONG TRUNK
 AE2837'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2837'HIGHWAY 60 IN KENYON, 74 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 AE2837'56 AT MILEPOINT 78.95, 206 FEET SOUTH-SOUTHEAST OF MILEPOST 79, 1.2
 AE2837'FEET WEST OF A FENCELINE, AND 0.7 FOOT WEST OF A STEEL WITNESS POST.
 AE2837'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 AE2837'STAMPED---2508 G 1983--- IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY
 AE2837'15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS BURIED 0.2 FOOT BELOW THE
 AE2837'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 56.  A
 AE2837'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 AE2837
 AE2837                          STATION RECOVERY (2009)
 AE2837
 AE2837'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2838 ***********************************************************************
 AE2838  DESIGNATION -  2508 H
 AE2838  PID         -  AE2838
 AE2838  STATE/COUNTY-  MN/GOODHUE
 AE2838  COUNTRY     -  US
 AE2838  USGS QUAD   -  KENYON (1980)
 AE2838
 AE2838                         *CURRENT SURVEY CONTROL
 AE2838  ______________________________________________________________________
 AE2838* NAD 83(1986) POSITION- 44 20 08.60   (N) 092 58 48.80   (W)   HD_HELD1  
 AE2838* NAVD 88 ORTHO HEIGHT -   325.470  (meters)    1067.81  (feet) ADJUSTED  
 AE2838  ______________________________________________________________________
 AE2838  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 AE2838  DYNAMIC HEIGHT  -        325.421 (meters)     1067.65  (feet) COMP
 AE2838  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 AE2838
 AE2838  VERT ORDER      -  SECOND    CLASS I
 AE2838
 AE2838.The horizontal coordinates were established by differentially corrected
 AE2838.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2838.
 AE2838.The orthometric height was determined by differential leveling and
 AE2838.adjusted in December 1997.
 AE2838
 AE2838.Photographs are available for this station.
 AE2838
 AE2838.The dynamic height is computed by dividing the NAVD 88
 AE2838.geopotential number by the normal gravity value computed on the
 AE2838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2838.degrees latitude (g = 980.6199 gals.).
 AE2838
 AE2838.The modeled gravity was interpolated from observed gravity values.
 AE2838
 AE2838;                    North         East    Units  Estimated Accuracy
 AE2838;SPC MN S     -   248,921.0     881,321.8     MT  (+/- 3 meters HH1 GPS) 
 AE2838
 AE2838                          SUPERSEDED SURVEY CONTROL
 AE2838
 AE2838  NGVD 29 (12/11/97)  325.447  (m)         1067.74   (f) ADJUSTED    2 1
 AE2838
 AE2838.Superseded values are not recommended for survey control.
 AE2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2838.See file dsdata.txt to determine how the superseded data were derived.
 AE2838
 AE2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0157609162(NAD 83)
 AE2838
 AE2838_MARKER: DV = VERTICAL CONTROL DISK
 AE2838_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE2838_SP_SET: HEADWALL BOX CULVERT
 AE2838_STAMPING: 2508 H 1983
 AE2838_MARK LOGO: MNDT  
 AE2838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE2838+STABILITY: SURFACE MOTION
 AE2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE2838+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 AE2838
 AE2838  HISTORY     - Date     Condition        Report By
 AE2838  HISTORY     - 1983     MONUMENTED       MNDT
 AE2838  HISTORY     - 20090805 GOOD             MNDT
 AE2838
 AE2838                          STATION DESCRIPTION
 AE2838
 AE2838'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2838'THE MARK IS LOCATED ABOUT 4 MILES NORTH OF THE TOWN OF KENYON, IN THE
 AE2838'NW 1/4 OF SECTION 15, T110N, R18W, 3.95 MILES NORTH ALONG TRUNK
 AE2838'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2838'HIGHWAY 60 IN KENYON, 54 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 AE2838'56 AT MILEPOINT 79.45, 65 FEET NORTH OF THE CENTER OF AN ENTRANCE,
 AE2838'30.2 FEET SOUTHEAST OF THE EAST LEG OF A NO PASSING SIGN, IN THE TOP
 AE2838'OF THE SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT.  THE MARK, A
 AE2838'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2508 H 1983---,
 AE2838'IS SET FLUSH IN THE TOP OF THE HEADWALL AND IS ABOUT 15 FEET BELOW THE
 AE2838'LEVEL OF TRUNK HIGHWAY 56.
 AE2838
 AE2838                          STATION RECOVERY (2009)
 AE2838
 AE2838'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2838'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2839 ***********************************************************************
 AE2839  DESIGNATION -  2508 J
 AE2839  PID         -  AE2839
 AE2839  STATE/COUNTY-  MN/GOODHUE
 AE2839  COUNTRY     -  US
 AE2839  USGS QUAD   -  KENYON (1980)
 AE2839
 AE2839                         *CURRENT SURVEY CONTROL
 AE2839  ______________________________________________________________________
 AE2839* NAD 83(1986) POSITION- 44 20 44.00   (N) 092 58 48.00   (W)   HD_HELD1  
 AE2839* NAVD 88 ORTHO HEIGHT -   323.776  (meters)    1062.26  (feet) ADJUSTED  
 AE2839  ______________________________________________________________________
 AE2839  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 AE2839  DYNAMIC HEIGHT  -        323.728 (meters)     1062.10  (feet) COMP
 AE2839  MODELED GRAVITY -    980,459.9   (mgal)                       NAVD 88
 AE2839
 AE2839  VERT ORDER      -  SECOND    CLASS I
 AE2839
 AE2839.The horizontal coordinates were established by differentially corrected
 AE2839.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE2839.
 AE2839.The orthometric height was determined by differential leveling and
 AE2839.adjusted in December 1997.
 AE2839
 AE2839.The dynamic height is computed by dividing the NAVD 88
 AE2839.geopotential number by the normal gravity value computed on the
 AE2839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2839.degrees latitude (g = 980.6199 gals.).
 AE2839
 AE2839.The modeled gravity was interpolated from observed gravity values.
 AE2839
 AE2839;                    North         East    Units  Estimated Accuracy
 AE2839;SPC MN S     -   250,013.7     881,325.9     MT  (+/- 3 meters HH1 GPS) 
 AE2839
 AE2839                          SUPERSEDED SURVEY CONTROL
 AE2839
 AE2839  NGVD 29 (12/11/97)  323.753  (m)         1062.18   (f) ADJUSTED    2 1
 AE2839
 AE2839.Superseded values are not recommended for survey control.
 AE2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2839.See file dsdata.txt to determine how the superseded data were derived.
 AE2839
 AE2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0159410254(NAD 83)
 AE2839
 AE2839_MARKER: DD = SURVEY DISK
 AE2839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2839_STAMPING: 2508 J 1983
 AE2839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2839
 AE2839  HISTORY     - Date     Condition        Report By
 AE2839  HISTORY     - 1983     MONUMENTED       MNDT
 AE2839  HISTORY     - 20090805 MARK NOT FOUND   MNDT
 AE2839
 AE2839                          STATION DESCRIPTION
 AE2839
 AE2839'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2839'THE MARK IS LOCATED ABOUT 4-1/2 MILES NORTH OF THE TOWN OF KENYON, IN
 AE2839'THE SE 1/4 OF SECTION 9, T110N, R18W, 4.55 MILES NORTH ALONG TRUNK
 AE2839'HIGHWAY 56 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 56 AND TRUNK
 AE2839'HIGHWAY 60 IN KENYON, 100.5 FEET WEST OF THE CENTERLINE OF TRUNK
 AE2839'HIGHWAY 56 AT MILEPOINT 80.05, 9 FEET SOUTH OF THE CENTER OF A FIELD
 AE2839'ENTRANCE, 1.5 FEET EAST OF A FENCELINE, AND 0.7 FOOT WEST OF A STEEL
 AE2839'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 AE2839'MONUMENT DISK STAMPED---2508 J 1983---, IS SET ON THE TOP OF A 3/4
 AE2839'INCH DIAMETER BY 7.5 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1
 AE2839'FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW THE
 AE2839'LEVEL OF TRUNK HIGHWAY 56.  A MAGNET IN THE DISK MAKES THE MARK
 AE2839'MAGNETIC.
 AE2839
 AE2839                          STATION RECOVERY (2009)
 AE2839
 AE2839'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 AE2839'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6742 ***********************************************************************
 DK6742  DESIGNATION -  2508 K
 DK6742  PID         -  DK6742
 DK6742  STATE/COUNTY-  MN/GOODHUE
 DK6742  COUNTRY     -  US
 DK6742  USGS QUAD   -  DENNISON (1960)
 DK6742
 DK6742                         *CURRENT SURVEY CONTROL
 DK6742  ______________________________________________________________________
 DK6742* NAD 83(1986) POSITION- 44 29 43.95   (N) 093 00 34.68   (W)   HD_HELD1  
 DK6742* NAVD 88 ORTHO HEIGHT -   277.001  (meters)     908.79  (feet) ADJUSTED  
 DK6742  ______________________________________________________________________
 DK6742  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DK6742  DYNAMIC HEIGHT  -        276.964 (meters)      908.67  (feet) COMP
 DK6742  MODELED GRAVITY -    980,476.9   (mgal)                       NAVD 88
 DK6742
 DK6742  VERT ORDER      -  SECOND    CLASS I
 DK6742
 DK6742.The horizontal coordinates were established by differentially corrected
 DK6742.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6742.
 DK6742.The orthometric height was determined by differential leveling and
 DK6742.adjusted in December 2008.
 DK6742
 DK6742.The dynamic height is computed by dividing the NAVD 88
 DK6742.geopotential number by the normal gravity value computed on the
 DK6742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6742.degrees latitude (g = 980.6199 gals.).
 DK6742
 DK6742.The modeled gravity was interpolated from observed gravity values.
 DK6742
 DK6742;                    North         East    Units  Estimated Accuracy
 DK6742;SPC MN S     -   266,648.7     878,761.4     MT  (+/- 3 meters HH1 GPS) 
 DK6742
 DK6742                          SUPERSEDED SURVEY CONTROL
 DK6742
 DK6742.No superseded survey control is available for this station.
 DK6742
 DK6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9923426914(NAD 83)
 DK6742
 DK6742_MARKER: DD = SURVEY DISK
 DK6742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6742_STAMPING: 2508 K 2006
 DK6742_MARK LOGO: MNDT  
 DK6742_PROJECTION: FLUSH
 DK6742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6742+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 DK6742_ROD/PIPE-DEPTH: 10.1 meters
 DK6742
 DK6742  HISTORY     - Date     Condition        Report By
 DK6742  HISTORY     - 20060102 MONUMENTED       MNDT
 DK6742  HISTORY     - 20080902 GOOD             MNDT
 DK6742
 DK6742                          STATION DESCRIPTION
 DK6742
 DK6742'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6742'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF RANDOLPH, 2.2 MI (3.5 KM) SOUTH
 DK6742'ALONG TRUNK HIGHWAY 56 FROM THE JUNCTION OF TRUNK HIGHWAY 56 AND
 DK6742'COUNTY ROAD 88 FROM 0.5 MI (0.8 KM) EAST OF RANDOLPH, AT TRUNK HIGHWAY
 DK6742'56 MILE POINT 91.75, 74.8 FT (22.8 M) EAST OF TRUNK HIGHWAY 56, 20 FT
 DK6742'(6.1 M) SOUTH OF A FIELD ENTRANCE, 17 FT (5.2 M) NORTHEAST OF CABLE
 DK6742'MARKER, 14.0 FT (4.3 M) NORTH OF POWER POLE, 4.6 FT (1.4 M) NORTH OF
 DK6742'RIGHT-OF-WAY POST, 1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
 DK6742
 DK6742                          STATION RECOVERY (2008)
 DK6742
 DK6742'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 DK6742'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0378 ***********************************************************************
 PP0378  DESIGNATION -  2509 A
 PP0378  PID         -  PP0378
 PP0378  STATE/COUNTY-  MN/GOODHUE
 PP0378  COUNTRY     -  US
 PP0378  USGS QUAD   -  WANAMINGO (1980)
 PP0378
 PP0378                         *CURRENT SURVEY CONTROL
 PP0378  ______________________________________________________________________
 PP0378* NAD 83(1986) POSITION- 44 18 05.30   (N) 092 47 25.80   (W)   HD_HELD1  
 PP0378* NAVD 88 ORTHO HEIGHT -   326.968  (meters)    1072.73  (feet) ADJUSTED  
 PP0378  ______________________________________________________________________
 PP0378  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 PP0378  DYNAMIC HEIGHT  -        326.911 (meters)     1072.54  (feet) COMP
 PP0378  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PP0378
 PP0378  VERT ORDER      -  SECOND    CLASS I
 PP0378
 PP0378.The horizontal coordinates were established by differentially corrected
 PP0378.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0378.
 PP0378.The orthometric height was determined by differential leveling and
 PP0378.adjusted in June 1991.
 PP0378
 PP0378.Photographs are available for this station.
 PP0378
 PP0378.The dynamic height is computed by dividing the NAVD 88
 PP0378.geopotential number by the normal gravity value computed on the
 PP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0378.degrees latitude (g = 980.6199 gals.).
 PP0378
 PP0378.The modeled gravity was interpolated from observed gravity values.
 PP0378
 PP0378;                    North         East    Units  Estimated Accuracy
 PP0378;SPC MN S     -   245,322.2     896,506.4     MT  (+/- 3 meters HH1 GPS) 
 PP0378
 PP0378                          SUPERSEDED SURVEY CONTROL
 PP0378
 PP0378  NGVD 29 (??/??/92)  326.928  (m)         1072.60   (f) ADJ UNCH    2 0
 PP0378
 PP0378.Superseded values are not recommended for survey control.
 PP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0378.See file dsdata.txt to determine how the superseded data were derived.
 PP0378
 PP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1671105378(NAD 83)
 PP0378
 PP0378_MARKER: DB = BENCH MARK DISK
 PP0378_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0378_SP_SET: WATER TANK LEG BASE
 PP0378_STAMPING: 2509 A 1972
 PP0378_MARK LOGO: MNHD  
 PP0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0378+STABILITY: SURFACE MOTION
 PP0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0378+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP0378
 PP0378  HISTORY     - Date     Condition        Report By
 PP0378  HISTORY     - 1972     MONUMENTED       MNDT
 PP0378  HISTORY     - 20051205 GOOD             MNDT
 PP0378  HISTORY     - 20090615 GOOD             MNDT
 PP0378
 PP0378                          STATION DESCRIPTION
 PP0378
 PP0378'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0378'IN WANAMINGO.
 PP0378'MARK IS LOCATED 0.25 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0378'T.H. 57 AND T.H. 60, IN THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE
 PP0378'WANAMINGO WATER TOWER, 74 FEET EAST OF THE CENTERLINE OF T.H. 57, 63
 PP0378'FEET NORTH OF AN EAST-WEST STREET, AND ABOUT 1 FOOT HIGHER THAN T.H.
 PP0378'57.  SW 1/4 SECTION 30, T 110N, R 16W.
 PP0378
 PP0378                          STATION RECOVERY (2005)
 PP0378
 PP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0378'IN WANAMINGO, 0.25 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 57 AND
 PP0378'TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 57 MILEPOINT 19.75, IN BASE OF
 PP0378'SOUTHWEST LEG OF WATER TANK, 74 FEET EAST OF TRUNK HIGHWAY 57, 63 FEET
 PP0378'NORTH OF EAST 5TH STREET.
 PP0378
 PP0378                          STATION RECOVERY (2009)
 PP0378
 PP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0378'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0266 ***********************************************************************
 PP0266  DESIGNATION -  2509 B
 PP0266  PID         -  PP0266
 PP0266  STATE/COUNTY-  MN/GOODHUE
 PP0266  COUNTRY     -  US
 PP0266  USGS QUAD   -  WANAMINGO (1980)
 PP0266
 PP0266                         *CURRENT SURVEY CONTROL
 PP0266  ______________________________________________________________________
 PP0266* NAD 83(1986) POSITION- 44 18 18.2    (N) 092 47 25.7    (W)   HD_HELD2  
 PP0266* NAVD 88 ORTHO HEIGHT -   320.694  (meters)    1052.14  (feet) ADJUSTED  
 PP0266  ______________________________________________________________________
 PP0266  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 PP0266  DYNAMIC HEIGHT  -        320.638 (meters)     1051.96  (feet) COMP
 PP0266  MODELED GRAVITY -    980,435.4   (mgal)                       NAVD 88
 PP0266
 PP0266  VERT ORDER      -  SECOND    CLASS I
 PP0266
 PP0266.The horizontal coordinates were established by autonomous hand held GPS
 PP0266.observations and have an estimated accuracy of +/- 10 meters.
 PP0266.
 PP0266.The orthometric height was determined by differential leveling and
 PP0266.adjusted in October 2010.
 PP0266
 PP0266.No vertical observational check was made to the station.
 PP0266
 PP0266.Photographs are available for this station.
 PP0266
 PP0266.The dynamic height is computed by dividing the NAVD 88
 PP0266.geopotential number by the normal gravity value computed on the
 PP0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0266.degrees latitude (g = 980.6199 gals.).
 PP0266
 PP0266.The modeled gravity was interpolated from observed gravity values.
 PP0266
 PP0266;                    North         East    Units  Estimated Accuracy
 PP0266;SPC MN S     -   245,720.      896,503.      MT  (+/- 10 meters HH2 GPS)
 PP0266
 PP0266                          SUPERSEDED SURVEY CONTROL
 PP0266
 PP0266  NAVD 88 (06/15/91)  320.691  (m)         1052.13   (f) SUPERSEDED  2 0
 PP0266  NGVD 29 (??/??/92)  320.651  (m)         1052.00   (f) ADJ UNCH    2 0
 PP0266
 PP0266.Superseded values are not recommended for survey control.
 PP0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0266.See file dsdata.txt to determine how the superseded data were derived.
 PP0266
 PP0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1671205776(NAD 83)
 PP0266
 PP0266_MARKER: DB = BENCH MARK DISK
 PP0266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0266_SP_SET: SLAB
 PP0266_STAMPING: 2509 B 1972
 PP0266_MARK LOGO: MNHD  
 PP0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0266+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP0266
 PP0266  HISTORY     - Date     Condition        Report By
 PP0266  HISTORY     - 1972     MONUMENTED       MNHD
 PP0266  HISTORY     - 20051205 GOOD             MNDT
 PP0266  HISTORY     - 20090615 GOOD             MNDT
 PP0266
 PP0266                          STATION DESCRIPTION
 PP0266
 PP0266'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0266'IN WANAMINGO.
 PP0266'MARK IS LOCATED 0.5 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0266'T.H. 57 AND T.H. 60, AT THE NORTHWEST CORNER OF A 1 STORY BRICK
 PP0266'BUILDING (WANAMINGO LUMBER COMPANY), 0.25 MILES SOUTH OF THE NORTH
 PP0266'FORK OF THE ZUMBRO RIVER, IN THE CONCRETE LOADING PLATFORM AT THE
 PP0266'NORTHWEST CORNER OF THE BUILDING, 28.5 FEET EAST-NORTHEAST OF A FIRE
 PP0266'HYDRANT, 4 FEET SOUTH OF THE NORTH END OF THE PLATFORM, 1 FOOT WEST OF
 PP0266'THE FACE OF THE BUILDING AND ABOUT 2 FEET HIGHER THAN T.H. 57.  NW 1/4
 PP0266'SECTION 30, T 110N, R 16W.
 PP0266
 PP0266                          STATION RECOVERY (2005)
 PP0266
 PP0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0266'IN WANAMINGO, 0.5 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 57 AND
 PP0266'TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 57 MILEPOINT 20.00, IN LOADING
 PP0266'PLATFORM AT NORTHWEST CORNER OF BRICK LUMBER COUNTY BUILDING, 0.25
 PP0266'MILES SOUTH OF NORTH FORK OF ZUMBRO RIVER, 68.0 FEET EAST OF TRUNK
 PP0266'HIGHWAY 57, 28.5 FEET EAST-NORTHEAST OF HYDRANT, 24.5 FEET SOUTH OF
 PP0266'WEST RAILWAY STREET, 5 FEET SOUTH OF NORTH END OF LOADING PLATFORM,
 PP0266'1.0 FEET WEST OF BUILDING.
 PP0266
 PP0266                          STATION RECOVERY (2009)
 PP0266
 PP0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0266'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0264 ***********************************************************************
 PP0264  DESIGNATION -  2509 C
 PP0264  PID         -  PP0264
 PP0264  STATE/COUNTY-  MN/GOODHUE
 PP0264  COUNTRY     -  US
 PP0264  USGS QUAD   -  WANAMINGO (1980)
 PP0264
 PP0264                         *CURRENT SURVEY CONTROL
 PP0264  ______________________________________________________________________
 PP0264* NAD 83(1986) POSITION- 44 18 34.     (N) 092 47 25.     (W)   SCALED    
 PP0264* NAVD 88 ORTHO HEIGHT -   309.834  (meters)    1016.51  (feet) ADJUSTED  
 PP0264  ______________________________________________________________________
 PP0264  GEOID HEIGHT    -        -29.63  (meters)                     GEOID09
 PP0264  DYNAMIC HEIGHT  -        309.780 (meters)     1016.34  (feet) COMP
 PP0264  MODELED GRAVITY -    980,434.8   (mgal)                       NAVD 88
 PP0264
 PP0264  VERT ORDER      -  SECOND    CLASS 0
 PP0264
 PP0264.The horizontal coordinates were scaled from a topographic map and have
 PP0264.an estimated accuracy of +/- 6 seconds.
 PP0264.
 PP0264.The orthometric height was determined by differential leveling and
 PP0264.adjusted in June 1991.
 PP0264
 PP0264.The dynamic height is computed by dividing the NAVD 88
 PP0264.geopotential number by the normal gravity value computed on the
 PP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0264.degrees latitude (g = 980.6199 gals.).
 PP0264
 PP0264.The modeled gravity was interpolated from observed gravity values.
 PP0264
 PP0264;                    North         East    Units  Estimated Accuracy
 PP0264;SPC MN S     -   246,210.      896,510.      MT  (+/- 180 meters Scaled)
 PP0264
 PP0264                          SUPERSEDED SURVEY CONTROL
 PP0264
 PP0264  NGVD 29 (??/??/92)  309.795  (m)         1016.39   (f) ADJ UNCH    2 0
 PP0264
 PP0264.Superseded values are not recommended for survey control.
 PP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0264.See file dsdata.txt to determine how the superseded data were derived.
 PP0264
 PP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK167062(NAD 83)
 PP0264
 PP0264_MARKER: DD = SURVEY DISK
 PP0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0264_SP_SET: BRIDGE
 PP0264_STAMPING: 2509 C 1972
 PP0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0264
 PP0264  HISTORY     - Date     Condition        Report By
 PP0264  HISTORY     - 1972     MONUMENTED       MNDT
 PP0264
 PP0264                          STATION DESCRIPTION
 PP0264
 PP0264'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0264'0.8 MI N FROM WANAMINGO.
 PP0264'MARK IS LOCATED 0.8 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0264'T.H. 57 AND T.H. 60 IN WANAMINGO, IN THE SOUTHEAST CORNER OF BRIDGE
 PP0264'NO. 5821, T.H. 57 OVER THE NORTH FORK OF THE ZUMBRO RIVER, 3 FEET
 PP0264'NORTH OF THE SOUTH END OF THE BRIDGE, AND IN THE TOP OF THE CURBING.
 PP0264'NE 1/4 SECTION 30, T 110N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0262 ***********************************************************************
 PP0262  DESIGNATION -  2509 E
 PP0262  PID         -  PP0262
 PP0262  STATE/COUNTY-  MN/GOODHUE
 PP0262  COUNTRY     -  US
 PP0262  USGS QUAD   -  WANAMINGO (1980)
 PP0262
 PP0262                         *CURRENT SURVEY CONTROL
 PP0262  ______________________________________________________________________
 PP0262* NAD 83(1986) POSITION- 44 19 18.00   (N) 092 47 24.00   (W)   HD_HELD1  
 PP0262* NAVD 88 ORTHO HEIGHT -   339.585  (meters)    1114.12  (feet) ADJUSTED  
 PP0262  ______________________________________________________________________
 PP0262  GEOID HEIGHT    -        -29.63  (meters)                     GEOID09
 PP0262  DYNAMIC HEIGHT  -        339.525 (meters)     1113.92  (feet) COMP
 PP0262  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 PP0262
 PP0262  VERT ORDER      -  SECOND    CLASS 0
 PP0262
 PP0262.The horizontal coordinates were established by differentially corrected
 PP0262.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0262.
 PP0262.The orthometric height was determined by differential leveling and
 PP0262.adjusted in June 1991.
 PP0262
 PP0262.Photographs are available for this station.
 PP0262
 PP0262.The dynamic height is computed by dividing the NAVD 88
 PP0262.geopotential number by the normal gravity value computed on the
 PP0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0262.degrees latitude (g = 980.6199 gals.).
 PP0262
 PP0262.The modeled gravity was interpolated from observed gravity values.
 PP0262
 PP0262;                    North         East    Units  Estimated Accuracy
 PP0262;SPC MN S     -   247,566.4     896,513.1     MT  (+/- 3 meters HH1 GPS) 
 PP0262
 PP0262                          SUPERSEDED SURVEY CONTROL
 PP0262
 PP0262  NGVD 29 (??/??/92)  339.544  (m)         1113.99   (f) ADJ UNCH    2 0
 PP0262
 PP0262.Superseded values are not recommended for survey control.
 PP0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0262.See file dsdata.txt to determine how the superseded data were derived.
 PP0262
 PP0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1674507622(NAD 83)
 PP0262
 PP0262_MARKER: DB = BENCH MARK DISK
 PP0262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0262_SP_SET: HEADWALL BOX CULVERT
 PP0262_STAMPING: 2509 E 1972
 PP0262_MARK LOGO: MNHD  
 PP0262_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0262+STABILITY: SURFACE MOTION
 PP0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0262+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 PP0262
 PP0262  HISTORY     - Date     Condition        Report By
 PP0262  HISTORY     - 1972     MONUMENTED       MNDT
 PP0262  HISTORY     - 20090804 GOOD             MNDT
 PP0262
 PP0262                          STATION DESCRIPTION
 PP0262
 PP0262'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0262'1.6 MI N FROM WANAMINGO.
 PP0262'MARK IS LOCATED 1.6 MILES NORTH ALONG T. H. 57 FROM THE JUNCTION OF
 PP0262'T.H. 57 AND T.H. 60 IN WANAMINGO, 0.25 MILES SOUTH OF COUNTY ROAD 50,
 PP0262'104 FEET NORTH OF A FARM ENTRANCE, 65 FEET NORTHWEST OF A POWER POLE,
 PP0262'IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER T.H. 57 AT MILE POINT
 PP0262'21.3, AND 23 FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF T.H.
 PP0262'57.  NE 1/4 SECTION 19, T 110N, R 16W.
 PP0262
 PP0262                          STATION RECOVERY (2009)
 PP0262
 PP0262'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0262'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0261 ***********************************************************************
 PP0261  DESIGNATION -  2509 F
 PP0261  PID         -  PP0261
 PP0261  STATE/COUNTY-  MN/GOODHUE
 PP0261  COUNTRY     -  US
 PP0261  USGS QUAD   -  WANAMINGO (1980)
 PP0261
 PP0261                         *CURRENT SURVEY CONTROL
 PP0261  ______________________________________________________________________
 PP0261* NAD 83(1986) POSITION- 44 19 48.00   (N) 092 47 30.00   (W)   HD_HELD1  
 PP0261* NAVD 88 ORTHO HEIGHT -   345.388  (meters)    1133.16  (feet) ADJUSTED  
 PP0261  ______________________________________________________________________
 PP0261  GEOID HEIGHT    -        -29.63  (meters)                     GEOID09
 PP0261  DYNAMIC HEIGHT  -        345.327 (meters)     1132.96  (feet) COMP
 PP0261  MODELED GRAVITY -    980,431.6   (mgal)                       NAVD 88
 PP0261
 PP0261  VERT ORDER      -  SECOND    CLASS 0
 PP0261
 PP0261.The horizontal coordinates were established by differentially corrected
 PP0261.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0261.
 PP0261.The orthometric height was determined by differential leveling and
 PP0261.adjusted in June 1991.
 PP0261
 PP0261.Photographs are available for this station.
 PP0261
 PP0261.The dynamic height is computed by dividing the NAVD 88
 PP0261.geopotential number by the normal gravity value computed on the
 PP0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0261.degrees latitude (g = 980.6199 gals.).
 PP0261
 PP0261.The modeled gravity was interpolated from observed gravity values.
 PP0261
 PP0261;                    North         East    Units  Estimated Accuracy
 PP0261;SPC MN S     -   248,490.2     896,366.4     MT  (+/- 3 meters HH1 GPS) 
 PP0261
 PP0261                          SUPERSEDED SURVEY CONTROL
 PP0261
 PP0261  NGVD 29 (??/??/92)  345.345  (m)         1133.02   (f) ADJ UNCH    2 0
 PP0261
 PP0261.Superseded values are not recommended for survey control.
 PP0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0261.See file dsdata.txt to determine how the superseded data were derived.
 PP0261
 PP0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1661008547(NAD 83)
 PP0261
 PP0261_MARKER: DD = SURVEY DISK
 PP0261_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0261_SP_SET: HEADWALL BOX CULVERT
 PP0261_STAMPING: 2509 F 1972
 PP0261_MARK LOGO: MNHD  
 PP0261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0261+STABILITY: SURFACE MOTION
 PP0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0261+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 PP0261
 PP0261  HISTORY     - Date     Condition        Report By
 PP0261  HISTORY     - 1972     MONUMENTED       MNDT
 PP0261  HISTORY     - 20090804 GOOD             MNDT
 PP0261
 PP0261                          STATION DESCRIPTION
 PP0261
 PP0261'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0261'2.1 MI N FROM WANAMINGO.
 PP0261'MARK IS LOCATED 2.1 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0261'T.H. 57 AND T.H. 60 IN WANAMINGO, 0.1 MILE NORTHWEST OF COUNTY ROAD
 PP0261'50, IN THE SOUTHEAST CORNER OF A BOX CULVERT UNDER T.H. 50 AT MILE
 PP0261'POINT 21.75, 26 FEET SOUTHEAST OF THE EAST END OF A CATTLE PASS, AND
 PP0261'37 FEET EAST AND 5 FEET LOWER THAN THE CENTERLINE OF T.H. 57.  SE 1/4
 PP0261'SECTION 13, T 110N, R 17W.
 PP0261
 PP0261                          STATION RECOVERY (2009)
 PP0261
 PP0261'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0261'2.1 MILES NORTH FROM WANAMINGO, 2.1 MILES NORTH ALONG TRUNK HIGHWAY 57
 PP0261'FROM JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 60 AT WANAMINGO,
 PP0261'AT TRUNK HIGHWAY 57 MILE POINT 21.6, 37 FEET EAST OF TRUNK HIGHWAY 57,
 PP0261'0.1 MILE NORTHWEST OF COUNTY ROAD 50, IN SOUTHEAST CORNER OF TRUNK
 PP0261'HIGHWAY 57 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0260 ***********************************************************************
 PP0260  DESIGNATION -  2509 G
 PP0260  PID         -  PP0260
 PP0260  STATE/COUNTY-  MN/GOODHUE
 PP0260  COUNTRY     -  US
 PP0260  USGS QUAD   -  WANAMINGO (1980)
 PP0260
 PP0260                         *CURRENT SURVEY CONTROL
 PP0260  ______________________________________________________________________
 PP0260* NAD 83(1986) POSITION- 44 19 54.00   (N) 092 47 48.00   (W)   HD_HELD1  
 PP0260* NAVD 88 ORTHO HEIGHT -   356.099  (meters)    1168.30  (feet) ADJUSTED  
 PP0260  ______________________________________________________________________
 PP0260  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 PP0260  DYNAMIC HEIGHT  -        356.037 (meters)     1168.10  (feet) COMP
 PP0260  MODELED GRAVITY -    980,432.6   (mgal)                       NAVD 88
 PP0260
 PP0260  VERT ORDER      -  SECOND    CLASS 0
 PP0260
 PP0260.The horizontal coordinates were established by differentially corrected
 PP0260.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0260.
 PP0260.The orthometric height was determined by differential leveling and
 PP0260.adjusted in June 1991.
 PP0260
 PP0260.Photographs are available for this station.
 PP0260
 PP0260.The dynamic height is computed by dividing the NAVD 88
 PP0260.geopotential number by the normal gravity value computed on the
 PP0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0260.degrees latitude (g = 980.6199 gals.).
 PP0260
 PP0260.The modeled gravity was interpolated from observed gravity values.
 PP0260
 PP0260;                    North         East    Units  Estimated Accuracy
 PP0260;SPC MN S     -   248,669.5     895,965.0     MT  (+/- 3 meters HH1 GPS) 
 PP0260
 PP0260                          SUPERSEDED SURVEY CONTROL
 PP0260
 PP0260  NGVD 29 (??/??/92)  356.055  (m)         1168.16   (f) ADJ UNCH    2 0
 PP0260
 PP0260.Superseded values are not recommended for survey control.
 PP0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0260.See file dsdata.txt to determine how the superseded data were derived.
 PP0260
 PP0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1621008731(NAD 83)
 PP0260
 PP0260_MARKER: DD = SURVEY DISK
 PP0260_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0260_SP_SET: HEADWALL BOX CULVERT
 PP0260_STAMPING: 2509 G 1972
 PP0260_MARK LOGO: MNHD  
 PP0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0260+STABILITY: SURFACE MOTION
 PP0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0260+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 PP0260
 PP0260  HISTORY     - Date     Condition        Report By
 PP0260  HISTORY     - 1972     MONUMENTED       MNDT
 PP0260  HISTORY     - 20090804 GOOD             MNDT
 PP0260
 PP0260                          STATION DESCRIPTION
 PP0260
 PP0260'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0260'2.8 MI N FROM WANAMINGO.
 PP0260'MARK IS LOCATED 2.8 MILES NORTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0260'T.H. 57 AND T.H. 60 IN WANAMINGO, THENCE 202 FEET EAST ALONG A
 PP0260'TOWNSHIP ROAD, 75 FEET WEST OF A POWER POLE, IN THE NORTHEAST CORNER
 PP0260'OF A BOX CULVERT UNDER THE TOWNSHIP ROAD, 15 FEET NORTH AND 3 FEET
 PP0260'LOWER THAN THE CENTERLINE OF THE ROAD.  SE 1/4 SECTION 13, T 110N, R
 PP0260'17W.  NOTE-- THIS MARK IS ALSO 2.25 MILES SOUTH ALONG T.H. 57 FROM THE
 PP0260'JUNCTION OF T.H. 57 AND T.H. 52 IN HADER.
 PP0260
 PP0260                          STATION RECOVERY (2009)
 PP0260
 PP0260'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0259 ***********************************************************************
 PP0259  DESIGNATION -  2509 H
 PP0259  PID         -  PP0259
 PP0259  STATE/COUNTY-  MN/GOODHUE
 PP0259  COUNTRY     -  US
 PP0259  USGS QUAD   -  WANAMINGO (1980)
 PP0259
 PP0259                         *CURRENT SURVEY CONTROL
 PP0259  ______________________________________________________________________
 PP0259* NAD 83(2007) POSITION- 44 20 28.26389(N) 092 48 00.88543(W)   ADJUSTED  
 PP0259* NAD 83(2007) ELLIP HT-   339.839 (meters)        (02/10/07)   ADJUSTED
 PP0259* NAD 83(2007) EPOCH   -  2002.00
 PP0259* NAVD 88 ORTHO HEIGHT -   369.456  (meters)    1212.12  (feet) ADJUSTED  
 PP0259  ______________________________________________________________________
 PP0259  NAD 83(2007) X  -   -223,229.003 (meters)                     COMP
 PP0259  NAD 83(2007) Y  - -4,563,847.160 (meters)                     COMP
 PP0259  NAD 83(2007) Z  -  4,435,521.385 (meters)                     COMP
 PP0259  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC09
 PP0259  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 PP0259  DYNAMIC HEIGHT  -        369.391 (meters)     1211.91  (feet) COMP
 PP0259  MODELED GRAVITY -    980,432.2   (mgal)                       NAVD 88
 PP0259
 PP0259  VERT ORDER      -  SECOND    CLASS 0
 PP0259
 PP0259  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP0259  Type                                         Horiz  Ellip  Dist(km)
 PP0259  -------------------------------------------------------------------
 PP0259  NETWORK                                       0.67   0.78
 PP0259  -------------------------------------------------------------------
 PP0259  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.65   0.61      2.42
 PP0259  -------------------------------------------------------------------
 PP0259  NOTE: Click here for information on individual local accuracy
 PP0259  values and other accuracy information.
 PP0259
 PP0259
 PP0259.The horizontal coordinates were established by GPS observations
 PP0259.and adjusted by the National Geodetic Survey in February 2007.
 PP0259
 PP0259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0259.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0259
 PP0259.The horizontal coordinates are valid at the epoch date displayed above
 PP0259.which is a decimal equivalence of Year/Month/Day.
 PP0259
 PP0259.The orthometric height was determined by differential leveling and
 PP0259.adjusted in June 1991.
 PP0259
 PP0259.Photographs are available for this station.
 PP0259
 PP0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0259
 PP0259.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0259
 PP0259.The ellipsoidal height was determined by GPS observations
 PP0259.and is referenced to NAD 83.
 PP0259
 PP0259.The dynamic height is computed by dividing the NAVD 88
 PP0259.geopotential number by the normal gravity value computed on the
 PP0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0259.degrees latitude (g = 980.6199 gals.).
 PP0259
 PP0259.The modeled gravity was interpolated from observed gravity values.
 PP0259
 PP0259. The following values were computed from the NAD 83(2007) position.
 PP0259
 PP0259;                    North         East     Units Scale Factor Converg.
 PP0259;SPC MN S     -   249,722.707   895,664.039   MT  0.99992594   +0 50 27.4
 PP0259;SPC MN S     -   819,298.58  2,938,524.43   sFT  0.99992594   +0 50 27.4
 PP0259;UTM  15      - 4,909,787.978   515,923.044   MT  0.99960312   +0 08 22.6
 PP0259
 PP0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0259!SPC MN S     -   0.99994672  x   0.99992594  =   0.99987266
 PP0259!UTM  15      -   0.99994672  x   0.99960312  =   0.99954986
 PP0259
 PP0259:                Primary Azimuth Mark                     Grid Az
 PP0259:SPC MN S     -  2509 K                                   357 34 55.1
 PP0259:UTM  15      -  2509 K                                   358 16 59.9
 PP0259
 PP0259|---------------------------------------------------------------------|
 PP0259| PID    Reference Object                     Distance      Geod. Az  |
 PP0259|                                                           dddmmss.s |
 PP0259| PP0257 2509 K                              APPROX. 1.8 KM 3582522.5 |
 PP0259|---------------------------------------------------------------------|
 PP0259
 PP0259                          SUPERSEDED SURVEY CONTROL
 PP0259
 PP0259  NAD 83(1996)-  44 20 28.26344(N)    092 48 00.88469(W) AD(       ) 1
 PP0259  ELLIP H (11/05/04)  339.880  (m)                       GP(       ) 4 1
 PP0259  NAVD 88 (11/05/04)  369.46   (m)         1212.1    (f) LEVELING    3  
 PP0259  NGVD 29 (??/??/92)  369.409  (m)         1211.97   (f) ADJ UNCH    2 0
 PP0259
 PP0259.Superseded values are not recommended for survey control.
 PP0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0259.See file dsdata.txt to determine how the superseded data were derived.
 PP0259
 PP0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1592309787(NAD 83)
 PP0259
 PP0259_MARKER: DB = BENCH MARK DISK
 PP0259_SETTING: 0 = UNSPECIFIED SETTING
 PP0259_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP0259_STAMPING: 2509 H 1972
 PP0259_MARK LOGO: MNHD  
 PP0259_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0259+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 PP0259
 PP0259  HISTORY     - Date     Condition        Report By
 PP0259  HISTORY     - 1972     MONUMENTED       MNDT
 PP0259  HISTORY     - 20040414 GOOD             MNDT
 PP0259  HISTORY     - 20090804 GOOD             MNDT
 PP0259
 PP0259                          STATION DESCRIPTION
 PP0259
 PP0259'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0259'1.6 MI S FROM HADER.
 PP0259'MARK IS LOCATED 1.6 MILES SOUTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0259'T.H. 57 AND T.H. 52 IN HADER, 0.5 MILES SOUTH OF A ROAD CROSSING, 0.5
 PP0259'MILES NORTH OF A ROAD CROSSING, 70 FEET EAST OF THE CENTERLINE OF T.H.
 PP0259'57, 121 FEET SOUTH OF A POWER POLE, 1 FOOT WEST OF A WOODEN POST, 0.6
 PP0259'FEET WEST OF A STEEL WITNESS POST, FASTENED TO THE TOP OF A 10 FOOT
 PP0259'STEEL POST DRIVEN INTO THE GROUND AND FLUSH.  SE 1/4 SECTION 12, T
 PP0259'110N, R 17W.
 PP0259
 PP0259                          STATION RECOVERY (2004)
 PP0259
 PP0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP0259'1.6 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 52
 PP0259'AT HADER, 0.5 MILES SOUTH OF CROSSROAD, 70 FEET EAST OF TRUNK HIGHWAY
 PP0259'57, 121 FEET SOUTH OF POWER POLE, 1 FEET WEST OF WOOD POST, 0.6 FEET
 PP0259'WEST OF WITNESS POST
 PP0259
 PP0259                          STATION RECOVERY (2009)
 PP0259
 PP0259'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0259'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0258 ***********************************************************************
 PP0258  DESIGNATION -  2509 J
 PP0258  PID         -  PP0258
 PP0258  STATE/COUNTY-  MN/GOODHUE
 PP0258  COUNTRY     -  US
 PP0258  USGS QUAD   -  WANAMINGO (1980)
 PP0258
 PP0258                         *CURRENT SURVEY CONTROL
 PP0258  ______________________________________________________________________
 PP0258* NAD 83(2007) POSITION- 44 20 53.99889(N) 092 48 02.83079(W)   ADJUSTED  
 PP0258* NAD 83(2007) ELLIP HT-   340.937 (meters)        (02/10/07)   ADJUSTED
 PP0258* NAD 83(2007) EPOCH   -  2002.00
 PP0258* NAVD 88 ORTHO HEIGHT -   370.547  (meters)    1215.70  (feet) ADJUSTED  
 PP0258  ______________________________________________________________________
 PP0258  NAD 83(2007) X  -   -223,244.952 (meters)                     COMP
 PP0258  NAD 83(2007) Y  - -4,563,291.245 (meters)                     COMP
 PP0258  NAD 83(2007) Z  -  4,436,090.257 (meters)                     COMP
 PP0258  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC09
 PP0258  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 PP0258  DYNAMIC HEIGHT  -        370.482 (meters)     1215.49  (feet) COMP
 PP0258  MODELED GRAVITY -    980,432.1   (mgal)                       NAVD 88
 PP0258
 PP0258  VERT ORDER      -  SECOND    CLASS 0
 PP0258
 PP0258  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP0258  Type                                         Horiz  Ellip  Dist(km)
 PP0258  -------------------------------------------------------------------
 PP0258  NETWORK                                       1.10   1.16
 PP0258  -------------------------------------------------------------------
 PP0258  MEDIAN LOCAL ACCURACY AND DIST (003 points)   1.06   1.08      6.85
 PP0258  -------------------------------------------------------------------
 PP0258  NOTE: Click here for information on individual local accuracy
 PP0258  values and other accuracy information.
 PP0258
 PP0258
 PP0258.The horizontal coordinates were established by GPS observations
 PP0258.and adjusted by the National Geodetic Survey in February 2007.
 PP0258
 PP0258.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0258.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0258
 PP0258.The horizontal coordinates are valid at the epoch date displayed above
 PP0258.which is a decimal equivalence of Year/Month/Day.
 PP0258
 PP0258.The orthometric height was determined by differential leveling and
 PP0258.adjusted in June 1991.
 PP0258
 PP0258.Photographs are available for this station.
 PP0258
 PP0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0258
 PP0258.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0258
 PP0258.The ellipsoidal height was determined by GPS observations
 PP0258.and is referenced to NAD 83.
 PP0258
 PP0258.The dynamic height is computed by dividing the NAVD 88
 PP0258.geopotential number by the normal gravity value computed on the
 PP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0258.degrees latitude (g = 980.6199 gals.).
 PP0258
 PP0258.The modeled gravity was interpolated from observed gravity values.
 PP0258
 PP0258. The following values were computed from the NAD 83(2007) position.
 PP0258
 PP0258;                    North         East     Units Scale Factor Converg.
 PP0258;SPC MN S     -   250,516.277   895,609.302   MT  0.99992560   +0 50 26.0
 PP0258;SPC MN S     -   821,902.15  2,938,344.85   sFT  0.99992560   +0 50 26.0
 PP0258;UTM  15      - 4,910,581.902   515,878.039   MT  0.99960310   +0 08 21.3
 PP0258
 PP0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0258!SPC MN S     -   0.99994654  x   0.99992560  =   0.99987215
 PP0258!UTM  15      -   0.99994654  x   0.99960310  =   0.99954967
 PP0258
 PP0258:                Primary Azimuth Mark                     Grid Az
 PP0258:SPC MN S     -  2509 K                                   358 49 32.9
 PP0258:UTM  15      -  2509 K                                   359 31 37.6
 PP0258
 PP0258|---------------------------------------------------------------------|
 PP0258| PID    Reference Object                     Distance      Geod. Az  |
 PP0258|                                                           dddmmss.s |
 PP0258| PP0257 2509 K                              APPROX. 1.0 KM 3593958.9 |
 PP0258|---------------------------------------------------------------------|
 PP0258
 PP0258                          SUPERSEDED SURVEY CONTROL
 PP0258
 PP0258  NAD 83(1996)-  44 20 53.99847(N)    092 48 02.83007(W) AD(       ) 1
 PP0258  ELLIP H (11/24/04)  340.976  (m)                       GP(       ) 4 1
 PP0258  NAVD 88 (11/24/04)  370.55   (m)         1215.7    (f) LEVELING    3  
 PP0258  NGVD 29 (??/??/92)  370.500  (m)         1215.55   (f) ADJ UNCH    2 0
 PP0258
 PP0258.Superseded values are not recommended for survey control.
 PP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0258.See file dsdata.txt to determine how the superseded data were derived.
 PP0258
 PP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1587810581(NAD 83)
 PP0258
 PP0258_MARKER: DB = BENCH MARK DISK
 PP0258_SETTING: 0 = UNSPECIFIED SETTING
 PP0258_SP_SET: IRON ROD
 PP0258_STAMPING: 2509 J 1972
 PP0258_MARK LOGO: MNHD  
 PP0258_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0258+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 PP0258
 PP0258  HISTORY     - Date     Condition        Report By
 PP0258  HISTORY     - 1972     MONUMENTED       MNDT
 PP0258  HISTORY     - 20040610 GOOD             MNDT
 PP0258  HISTORY     - 20090804 GOOD             MNDT
 PP0258
 PP0258                          STATION DESCRIPTION
 PP0258
 PP0258'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0258'1.2 MI S FROM HADER.
 PP0258'MARK IS LOCATED 1.2 MILES SOUTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0258'T.H. 57 AND T.H. 52 IN HADER, 74 FEET WEST OF THE CENTERLINE OF T.H.
 PP0258'57, 28 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST TOWNSHIP ROAD, 3
 PP0258'FEET EAST OF A POWER POLE, 1 FOOT EAST OF A STEEL WITNESS POST,
 PP0258'FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE
 PP0258'GROUND.  SW 1/4 SECTION 12, T 110N, R 17W.
 PP0258
 PP0258                          STATION RECOVERY (2004)
 PP0258
 PP0258'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP0258'1.2 MILES SOUTH FROM HADER, 1.2 MILES SOUTH OF JUNCTION OF TRUNK
 PP0258'HIGHWAY 57 AND TRUNK HIGHWAY 52 AT HADER, 74 FEET WEST OF TRUNK
 PP0258'HIGHWAY 57, 28 FEET SOUTH OF TOWNSHIP ROAD (415TH STREET), 3 FEET EAST
 PP0258'OF POWER POLE, 1.0 FEET EAST OF WITNESS POST
 PP0258
 PP0258                          STATION RECOVERY (2009)
 PP0258
 PP0258'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0258'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0257 ***********************************************************************
 PP0257  DESIGNATION -  2509 K
 PP0257  PID         -  PP0257
 PP0257  STATE/COUNTY-  MN/GOODHUE
 PP0257  COUNTRY     -  US
 PP0257  USGS QUAD   -  WANAMINGO (1980)
 PP0257
 PP0257                         *CURRENT SURVEY CONTROL
 PP0257  ______________________________________________________________________
 PP0257* NAD 83(2007) POSITION- 44 21 25.65260(N) 092 48 03.08771(W)   ADJUSTED  
 PP0257* NAD 83(2007) ELLIP HT-   340.929 (meters)        (02/10/07)   ADJUSTED
 PP0257* NAD 83(2007) EPOCH   -  2002.00
 PP0257* NAVD 88 ORTHO HEIGHT -   370.548  (meters)    1215.71  (feet) ADJUSTED  
 PP0257  ______________________________________________________________________
 PP0257  NAD 83(2007) X  -   -223,217.259 (meters)                     COMP
 PP0257  NAD 83(2007) Y  - -4,562,608.720 (meters)                     COMP
 PP0257  NAD 83(2007) Z  -  4,436,788.918 (meters)                     COMP
 PP0257  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC09
 PP0257  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 PP0257  DYNAMIC HEIGHT  -        370.483 (meters)     1215.49  (feet) COMP
 PP0257  MODELED GRAVITY -    980,432.0   (mgal)                       NAVD 88
 PP0257
 PP0257  VERT ORDER      -  SECOND    CLASS 0
 PP0257
 PP0257  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP0257  Type                                         Horiz  Ellip  Dist(km)
 PP0257  -------------------------------------------------------------------
 PP0257  NETWORK                                       0.62   0.71
 PP0257  -------------------------------------------------------------------
 PP0257  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.56   0.54      1.86
 PP0257  -------------------------------------------------------------------
 PP0257  NOTE: Click here for information on individual local accuracy
 PP0257  values and other accuracy information.
 PP0257
 PP0257
 PP0257.The horizontal coordinates were established by GPS observations
 PP0257.and adjusted by the National Geodetic Survey in February 2007.
 PP0257
 PP0257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0257.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0257
 PP0257.The horizontal coordinates are valid at the epoch date displayed above
 PP0257.which is a decimal equivalence of Year/Month/Day.
 PP0257
 PP0257.The orthometric height was determined by differential leveling and
 PP0257.adjusted in June 1991.
 PP0257
 PP0257.Photographs are available for this station.
 PP0257
 PP0257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0257
 PP0257.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0257
 PP0257.The ellipsoidal height was determined by GPS observations
 PP0257.and is referenced to NAD 83.
 PP0257
 PP0257.The dynamic height is computed by dividing the NAVD 88
 PP0257.geopotential number by the normal gravity value computed on the
 PP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0257.degrees latitude (g = 980.6199 gals.).
 PP0257
 PP0257.The modeled gravity was interpolated from observed gravity values.
 PP0257
 PP0257. The following values were computed from the NAD 83(2007) position.
 PP0257
 PP0257;                    North         East     Units Scale Factor Converg.
 PP0257;SPC MN S     -   251,493.052   895,589.281   MT  0.99992520   +0 50 25.8
 PP0257;SPC MN S     -   825,106.79  2,938,279.17   sFT  0.99992520   +0 50 25.8
 PP0257;UTM  15      - 4,911,558.534   515,869.978   MT  0.99960310   +0 08 21.2
 PP0257
 PP0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0257!SPC MN S     -   0.99994655  x   0.99992520  =   0.99987175
 PP0257!UTM  15      -   0.99994655  x   0.99960310  =   0.99954967
 PP0257
 PP0257:                Primary Azimuth Mark                     Grid Az
 PP0257:SPC MN S     -  2509 H                                   177 34 55.1
 PP0257:UTM  15      -  2509 H                                   178 16 59.7
 PP0257
 PP0257|---------------------------------------------------------------------|
 PP0257| PID    Reference Object                     Distance      Geod. Az  |
 PP0257|                                                           dddmmss.s |
 PP0257| PP0259 2509 H                              APPROX. 1.8 KM 1782520.9 |
 PP0257| PP0258 2509 J                              APPROX. 1.0 KM 1793958.7 |
 PP0257|---------------------------------------------------------------------|
 PP0257
 PP0257                          SUPERSEDED SURVEY CONTROL
 PP0257
 PP0257  NAD 83(1996)-  44 21 25.65216(N)    092 48 03.08690(W) AD(       ) 1
 PP0257  ELLIP H (11/05/04)  340.970  (m)                       GP(       ) 4 1
 PP0257  NAVD 88 (11/05/04)  370.55   (m)         1215.7    (f) LEVELING    3  
 PP0257  NGVD 29 (??/??/92)  370.500  (m)         1215.55   (f) ADJ UNCH    2 0
 PP0257
 PP0257.Superseded values are not recommended for survey control.
 PP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0257.See file dsdata.txt to determine how the superseded data were derived.
 PP0257
 PP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1586911558(NAD 83)
 PP0257
 PP0257_MARKER: DB = BENCH MARK DISK
 PP0257_SETTING: 0 = UNSPECIFIED SETTING
 PP0257_SP_SET: IRON ROD
 PP0257_STAMPING: 2509 K 1972
 PP0257_MARK LOGO: MNHD  
 PP0257_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0257+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2009
 PP0257
 PP0257  HISTORY     - Date     Condition        Report By
 PP0257  HISTORY     - 1972     MONUMENTED       MNDT
 PP0257  HISTORY     - 20040414 GOOD             MNDT
 PP0257  HISTORY     - 20040610 GOOD             MNDT
 PP0257  HISTORY     - 20090804 GOOD             MNDT
 PP0257
 PP0257                          STATION DESCRIPTION
 PP0257
 PP0257'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0257'0.6 MI S FROM HADER.
 PP0257'MARK IS LOCATED 0.6 MILES SOUTH ALONG T.H. 57 FROM THE JUNCTION OF
 PP0257'T.H. 57 AND T.H. 52 IN HADER, 69 FEET WEST OF THE CENTERLINE OF T.H.
 PP0257'57 AT MILE POINT 23.8, 131 FEET NORTH OF AN UNDERGROUND CABLE MARKER,
 PP0257'8 FEET NORTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY LEADING EAST TO
 PP0257'FREDRICKSON HOUSE, 1 FOOT EAST OF A STEEL WITNESS POST, FASTENED TO
 PP0257'THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE GROUND.  SW 1/4
 PP0257'SECTION 1, T 110N, R 17W.
 PP0257
 PP0257                          STATION RECOVERY (2004)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP0257'0.6 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 57 AND TRUNK HIGHWAY 52
 PP0257'AT HADER, AT TRUNK HIGHWAY 57 MILEPOINT 23.8, 69 FEET WEST OF TRUNK
 PP0257'HIGHWAY 57, 131 FEET NORTH OF CABLE MARKER, 8 FEET NORTH OF DRIVEWAY
 PP0257'EAST EXTENDED, 0.7 FEET EAST OF WITNESS POST
 PP0257
 PP0257                          STATION RECOVERY (2004)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP0257'0.6 MILES SOUTH FROM HADER, 0.6 MILES SOUTH OF JUNCTION OF TRUNK
 PP0257'HIGHWAY 57 AND TRUNK HIGHWAY 52 AT HADER, AT TRUNK HIGHWAY 57
 PP0257'MILEPOINT 23.8, 69 FEET WEST OF TRUNK HIGHWAY 57, 131 FEET NORTH OF
 PP0257'CABLE MARKER, 8 FEET NORTH OF DRIVEWAY EAST EXTENDED (FIRE NUMBER
 PP0257'40890), 0.7 FEET EAST OF WITNESS POST
 PP0257
 PP0257                          STATION RECOVERY (2009)
 PP0257
 PP0257'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0257'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3320 ***********************************************************************
 PP3320  DESIGNATION -  2510 AB
 PP3320  PID         -  PP3320
 PP3320  STATE/COUNTY-  MN/GOODHUE
 PP3320  COUNTRY     -  US
 PP3320  USGS QUAD   -  GOODHUE EAST (1968)
 PP3320
 PP3320                         *CURRENT SURVEY CONTROL
 PP3320  ______________________________________________________________________
 PP3320* NAD 83(1986) POSITION- 44 28 08.94   (N) 092 33 23.17   (W)   HD_HELD1  
 PP3320* NAVD 88 ORTHO HEIGHT -   288.581  (meters)     946.79  (feet) ADJUSTED  
 PP3320  ______________________________________________________________________
 PP3320  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 PP3320  DYNAMIC HEIGHT  -        288.534 (meters)      946.63  (feet) COMP
 PP3320  MODELED GRAVITY -    980,448.5   (mgal)                       NAVD 88
 PP3320
 PP3320  VERT ORDER      -  SECOND    CLASS I
 PP3320
 PP3320.The horizontal coordinates were established by differentially corrected
 PP3320.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3320.
 PP3320.The orthometric height was determined by differential leveling and
 PP3320.adjusted in June 1995.
 PP3320
 PP3320.Photographs are available for this station.
 PP3320
 PP3320.The dynamic height is computed by dividing the NAVD 88
 PP3320.geopotential number by the normal gravity value computed on the
 PP3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3320.degrees latitude (g = 980.6199 gals.).
 PP3320
 PP3320.The modeled gravity was interpolated from observed gravity values.
 PP3320
 PP3320;                    North         East    Units  Estimated Accuracy
 PP3320;SPC MN S     -   264,253.3     914,851.6     MT  (+/- 3 meters HH1 GPS) 
 PP3320
 PP3320                          SUPERSEDED SURVEY CONTROL
 PP3320
 PP3320.No superseded survey control is available for this station.
 PP3320
 PP3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3528024078(NAD 83)
 PP3320
 PP3320_MARKER: DV = VERTICAL CONTROL DISK
 PP3320_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3320_SP_SET: HEADWALL BOX CULVERT
 PP3320_STAMPING: 2510 AB 1984
 PP3320_MARK LOGO: MNDT  
 PP3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3320+STABILITY: SURFACE MOTION
 PP3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3320+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3320
 PP3320  HISTORY     - Date     Condition        Report By
 PP3320  HISTORY     - 1984     MONUMENTED       MNDT
 PP3320  HISTORY     - 20010331 GOOD             NGS
 PP3320  HISTORY     - 20030920 GOOD             USPSQD
 PP3320  HISTORY     - 20081104 GOOD             MNDT
 PP3320
 PP3320                          STATION DESCRIPTION
 PP3320
 PP3320'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3320'6.5 MI SOUTH FROM RED WING.
 PP3320'THE MARK IS LOCATED ABOUT 6-1/2 MILES SOUTH OF THE CITY OF RED WING
 PP3320'IN THE NORTHWEST 1/4 OF SECTION 36, T112N, R15W, 8.1 MILES SOUTH
 PP3320'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3320'63 IN RED WING THENCE EAST ALONG COUNTY ROAD 3 FOR 0.15 MILE, 23.0
 PP3320'FEET NORTHEAST OF AND 4 FEET LOWER THAN THE CENTERLINE OF THE COUNTY
 PP3320'ROAD AND 55.0 FEET NORTHWEST OF THE CENTER OF A GRAVEL ROAD.  THE
 PP3320'MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 PP3320'STAMPED---2510 AB 1984---, IS SET IN A DRILL HOLE IN THE HEADWALL AT
 PP3320'THE NORTHEAST CORNER OF A BOX CULVERT UNDER THE COUNTY ROAD.
 PP3320
 PP3320                          STATION RECOVERY (2001)
 PP3320
 PP3320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3320'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3320
 PP3320                          STATION RECOVERY (2003)
 PP3320
 PP3320'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3320'RECOVERED IN GOOD CONDITION.
 PP3320
 PP3320                          STATION RECOVERY (2008)
 PP3320
 PP3320'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3320'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3321 ***********************************************************************
 PP3321  DESIGNATION -  2510 AC
 PP3321  PID         -  PP3321
 PP3321  STATE/COUNTY-  MN/GOODHUE
 PP3321  COUNTRY     -  US
 PP3321  USGS QUAD   -  GOODHUE EAST (1968)
 PP3321
 PP3321                         *CURRENT SURVEY CONTROL
 PP3321  ______________________________________________________________________
 PP3321* NAD 83(1986) POSITION- 44 28 39.37   (N) 092 33 32.66   (W)   HD_HELD1  
 PP3321* NAVD 88 ORTHO HEIGHT -   261.908  (meters)     859.28  (feet) ADJUSTED  
 PP3321  ______________________________________________________________________
 PP3321  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 PP3321  DYNAMIC HEIGHT  -        261.866 (meters)      859.14  (feet) COMP
 PP3321  MODELED GRAVITY -    980,449.8   (mgal)                       NAVD 88
 PP3321
 PP3321  VERT ORDER      -  SECOND    CLASS I
 PP3321
 PP3321.The horizontal coordinates were established by differentially corrected
 PP3321.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3321.
 PP3321.The orthometric height was determined by differential leveling and
 PP3321.adjusted in June 1995.
 PP3321
 PP3321.Photographs are available for this station.
 PP3321
 PP3321.The dynamic height is computed by dividing the NAVD 88
 PP3321.geopotential number by the normal gravity value computed on the
 PP3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3321.degrees latitude (g = 980.6199 gals.).
 PP3321
 PP3321.The modeled gravity was interpolated from observed gravity values.
 PP3321
 PP3321;                    North         East    Units  Estimated Accuracy
 PP3321;SPC MN S     -   265,188.6     914,625.4     MT  (+/- 3 meters HH1 GPS) 
 PP3321
 PP3321                          SUPERSEDED SURVEY CONTROL
 PP3321
 PP3321.No superseded survey control is available for this station.
 PP3321
 PP3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3506625015(NAD 83)
 PP3321
 PP3321_MARKER: DV = VERTICAL CONTROL DISK
 PP3321_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3321_SP_SET: HEADWALL BOX CULVERT
 PP3321_STAMPING: 2510 AC 1984
 PP3321_MARK LOGO: MNDT  
 PP3321_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3321+STABILITY: SURFACE MOTION
 PP3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3321+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3321
 PP3321  HISTORY     - Date     Condition        Report By
 PP3321  HISTORY     - 1984     MONUMENTED       MNDT
 PP3321  HISTORY     - 20010331 GOOD             NGS
 PP3321  HISTORY     - 20030920 GOOD             USPSQD
 PP3321  HISTORY     - 20081104 GOOD             MNDT
 PP3321
 PP3321                          STATION DESCRIPTION
 PP3321
 PP3321'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3321'6.0 MI SOUTH FROM RED WING.
 PP3321'THE MARK IS LOCATED ABOUT 6 MILES SOUTH OF THE CITY OF RED WING IN
 PP3321'THE SOUTHWEST 1/4 OF SECTION 25, T112N, R14W, 7.65 MILES SOUTHEAST
 PP3321'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3321'63 IN RED WING, 240 FEET WEST OF AND 1 FOOT LOWER THAN THE CENTERLINE
 PP3321'OF HIGHWAY 58 AT MILE POINT 16.00, 11.0 FEET SOUTH OF THE CENTER OF A
 PP3321'GRAVEL ROAD, 1.2 FEET EAST OF THE FACE OF THE ABUTMENT OF A BOX
 PP3321'CULVERT, AND 1.3 FEET SOUTH OF THE SOUTHEAST CORNER OF A RAILING AT
 PP3321'THE CULVERT.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 PP3321'MONUMENT DISK STAMPED---2510 AC 1984---, IS SET IN A DRILL HOLE IN
 PP3321'THE HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT.
 PP3321
 PP3321                          STATION RECOVERY (2001)
 PP3321
 PP3321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3321'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3321
 PP3321                          STATION RECOVERY (2003)
 PP3321
 PP3321'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3321'REFERENCE TO GRAVEL ROAD SHOULD NOW BE 325TH STREET
 PP3321
 PP3321                          STATION RECOVERY (2008)
 PP3321
 PP3321'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3321'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3322 ***********************************************************************
 PP3322  DESIGNATION -  2510 AD
 PP3322  PID         -  PP3322
 PP3322  STATE/COUNTY-  MN/GOODHUE
 PP3322  COUNTRY     -  US
 PP3322  USGS QUAD   -  GOODHUE EAST (1968)
 PP3322
 PP3322                         *CURRENT SURVEY CONTROL
 PP3322  ______________________________________________________________________
 PP3322* NAD 83(1986) POSITION- 44 29 05.17   (N) 092 33 22.09   (W)   HD_HELD1  
 PP3322* NAVD 88 ORTHO HEIGHT -   251.756  (meters)     825.97  (feet) ADJUSTED  
 PP3322  ______________________________________________________________________
 PP3322  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 PP3322  DYNAMIC HEIGHT  -        251.715 (meters)      825.84  (feet) COMP
 PP3322  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 PP3322
 PP3322  VERT ORDER      -  SECOND    CLASS I
 PP3322
 PP3322.The horizontal coordinates were established by differentially corrected
 PP3322.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3322.
 PP3322.The orthometric height was determined by differential leveling and
 PP3322.adjusted in June 1995.
 PP3322
 PP3322.Photographs are available for this station.
 PP3322
 PP3322.The dynamic height is computed by dividing the NAVD 88
 PP3322.geopotential number by the normal gravity value computed on the
 PP3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3322.degrees latitude (g = 980.6199 gals.).
 PP3322
 PP3322.The modeled gravity was interpolated from observed gravity values.
 PP3322
 PP3322;                    North         East    Units  Estimated Accuracy
 PP3322;SPC MN S     -   265,989.0     914,844.8     MT  (+/- 3 meters HH1 GPS) 
 PP3322
 PP3322                          SUPERSEDED SURVEY CONTROL
 PP3322
 PP3322.No superseded survey control is available for this station.
 PP3322
 PP3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3529525813(NAD 83)
 PP3322
 PP3322_MARKER: DV = VERTICAL CONTROL DISK
 PP3322_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3322_SP_SET: ALUMINUM ALLOY ROD
 PP3322_STAMPING: 2510 AD 1984
 PP3322_MARK LOGO: MNDT  
 PP3322_PROJECTION: PROJECTING 5 CENTIMETERS
 PP3322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3322+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3322
 PP3322  HISTORY     - Date     Condition        Report By
 PP3322  HISTORY     - 1984     MONUMENTED       MNDT
 PP3322  HISTORY     - 20010331 GOOD             NGS
 PP3322  HISTORY     - 20030920 GOOD             USPSQD
 PP3322  HISTORY     - 20081104 GOOD             MNDT
 PP3322
 PP3322                          STATION DESCRIPTION
 PP3322
 PP3322'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3322'5.5 MI SOUTH FROM RED WING.
 PP3322'THE MARK IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE CITY OF RED WING
 PP3322'NEAR THE CENTER OF SECTION 25, T112N, R15W, 7.15 MILES SOUTHEAST
 PP3322'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3322'63, AT A GRAVEL ROAD, 208 FEET WEST OF THE CENTERLINE OF TRUNK
 PP3322'HIGHWAY 58 AT MILE POINT 16.5, 25.0 FEET NORTH OF AND ABOUT 1.5 FEET
 PP3322'LOWER THAN THE CENTER OF THE GRAVEL ROAD, 2.0 FEET EAST OF A POWER
 PP3322'POLE WITH A GUY WIRE, AND 1.0 FEET SOUTH OF A STEEL WITNESS POST.
 PP3322'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3322'STAMPED---2510 AD 1984---, IS FASTENED TO THE TOP OF A DRIVEN 5/8
 PP3322'INCH DIAMETER BY 50 FOOT LONG ALUMINUM ALLOY ROD AND FLUSH WITH THE
 PP3322'SURFACE OF THE GROUND.
 PP3322
 PP3322                          STATION RECOVERY (2001)
 PP3322
 PP3322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3322'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3322
 PP3322                          STATION RECOVERY (2003)
 PP3322
 PP3322'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3322'RECOVERED IN GOOD CONDITION.
 PP3322
 PP3322                          STATION RECOVERY (2008)
 PP3322
 PP3322'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3322'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3323 ***********************************************************************
 PP3323  DESIGNATION -  2510 AE
 PP3323  PID         -  PP3323
 PP3323  STATE/COUNTY-  MN/GOODHUE
 PP3323  COUNTRY     -  US
 PP3323  USGS QUAD   -  GOODHUE EAST (1968)
 PP3323
 PP3323                         *CURRENT SURVEY CONTROL
 PP3323  ______________________________________________________________________
 PP3323* NAD 83(2007) POSITION- 44 29 28.87118(N) 092 33 02.03075(W)   ADJUSTED  
 PP3323* NAD 83(2007) ELLIP HT-   215.483 (meters)        (02/10/07)   ADJUSTED
 PP3323* NAD 83(2007) EPOCH   -  2002.00
 PP3323* NAVD 88 ORTHO HEIGHT -   245.635  (meters)     805.89  (feet) ADJUSTED  
 PP3323  ______________________________________________________________________
 PP3323  NAD 83(2007) X  -   -202,815.066 (meters)                     COMP
 PP3323  NAD 83(2007) Y  - -4,553,020.404 (meters)                     COMP
 PP3323  NAD 83(2007) Z  -  4,447,353.816 (meters)                     COMP
 PP3323  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC09
 PP3323  GEOID HEIGHT    -        -30.15  (meters)                     GEOID09
 PP3323  DYNAMIC HEIGHT  -        245.596 (meters)      805.76  (feet) COMP
 PP3323  MODELED GRAVITY -    980,453.5   (mgal)                       NAVD 88
 PP3323
 PP3323  VERT ORDER      -  SECOND    CLASS I
 PP3323
 PP3323  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3323  Type                                         Horiz  Ellip  Dist(km)
 PP3323  -------------------------------------------------------------------
 PP3323  NETWORK                                       0.74   0.94
 PP3323  -------------------------------------------------------------------
 PP3323  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.68   0.80      2.27
 PP3323  -------------------------------------------------------------------
 PP3323  NOTE: Click here for information on individual local accuracy
 PP3323  values and other accuracy information.
 PP3323
 PP3323
 PP3323.The horizontal coordinates were established by GPS observations
 PP3323.and adjusted by the National Geodetic Survey in February 2007.
 PP3323
 PP3323.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3323.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3323
 PP3323.The horizontal coordinates are valid at the epoch date displayed above
 PP3323.which is a decimal equivalence of Year/Month/Day.
 PP3323
 PP3323.The orthometric height was determined by differential leveling and
 PP3323.adjusted in June 1995.
 PP3323
 PP3323.Photographs are available for this station.
 PP3323
 PP3323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3323
 PP3323.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3323
 PP3323.The ellipsoidal height was determined by GPS observations
 PP3323.and is referenced to NAD 83.
 PP3323
 PP3323.The dynamic height is computed by dividing the NAVD 88
 PP3323.geopotential number by the normal gravity value computed on the
 PP3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3323.degrees latitude (g = 980.6199 gals.).
 PP3323
 PP3323.The modeled gravity was interpolated from observed gravity values.
 PP3323
 PP3323. The following values were computed from the NAD 83(2007) position.
 PP3323
 PP3323;                    North         East     Units Scale Factor Converg.
 PP3323;SPC MN S     -   266,728.214   915,275.011   MT  0.99992206   +1 00 57.4
 PP3323;SPC MN S     -   875,090.82  3,002,864.77   sFT  0.99992206   +1 00 57.4
 PP3323;UTM  15      - 4,926,546.925   535,734.431   MT  0.99961570   +0 18 53.9
 PP3323
 PP3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3323!SPC MN S     -   0.99996621  x   0.99992206  =   0.99988828
 PP3323!UTM  15      -   0.99996621  x   0.99961570  =   0.99958193
 PP3323
 PP3323                          SUPERSEDED SURVEY CONTROL
 PP3323
 PP3323  NAD 83(1996)-  44 29 28.87080(N)    092 33 02.03031(W) AD(       ) 1
 PP3323  ELLIP H (11/24/04)  215.519  (m)                       GP(       ) 4 1
 PP3323  NAVD 88 (11/24/04)  245.64   (m)          805.9    (f) LEVELING    3  
 PP3323
 PP3323.Superseded values are not recommended for survey control.
 PP3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3323.See file dsdata.txt to determine how the superseded data were derived.
 PP3323
 PP3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3573426546(NAD 83)
 PP3323
 PP3323_MARKER: DV = VERTICAL CONTROL DISK
 PP3323_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3323_SP_SET: BRIDGE ABUTMENT
 PP3323_STAMPING: 2510 AE 1984
 PP3323_MARK LOGO: MNDT  
 PP3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3323+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3323
 PP3323  HISTORY     - Date     Condition        Report By
 PP3323  HISTORY     - 1984     MONUMENTED       MNDT
 PP3323  HISTORY     - 20010331 GOOD             NGS
 PP3323  HISTORY     - 20030920 GOOD             USPSQD
 PP3323  HISTORY     - 20040610 GOOD             MNDT
 PP3323  HISTORY     - 20081104 GOOD             MNDT
 PP3323
 PP3323                          STATION DESCRIPTION
 PP3323
 PP3323'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3323'5.2 MI SOUTH FROM RED WING.
 PP3323'THE MARK IS LOCATED ABOUT 5-1/4 MILES SOUTH OF THE CITY OF RED WING
 PP3323'IN THE SOUTHEAST 1/4 OF SECTION 24, T112N, R15W, 6.6 MILES SOUTHEAST
 PP3323'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3323'63 IN RED WING THENCE WEST FOR 0.2 MILE ALONG A GRAVEL ROAD (HAY
 PP3323'CREEK) TO A BRIDGE, 18.0 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD.
 PP3323'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3323'STAMPED---2510 AE 1984---, IS SET IN A DRILL HOLE IN THE ABUTMENT AT
 PP3323'THE SOUTHEAST CORNER OF BRIDGE NUMBER 25528 (OVER HAY CREEK).
 PP3323
 PP3323                          STATION RECOVERY (2001)
 PP3323
 PP3323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3323'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3323
 PP3323                          STATION RECOVERY (2003)
 PP3323
 PP3323'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3323'RECOVERED IN GOOD CONDITION.
 PP3323
 PP3323                          STATION RECOVERY (2004)
 PP3323
 PP3323'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3323'6.45 MILES SOUTH OF RED WING ALONG TRUNK HIGHWAY 58 FROM JUNCTION OF
 PP3323'TRUNK HIGHWAY 58 AND AND TRUNK HIGHWAY 61 IN RED WING TO TRUNK HIGHWAY
 PP3323'58 MILEPOINT 17.1, 0.2 MILES WEST OF TRUNK HIGHWAY 58 ALONG HAY CREEK
 PP3323'ROAD, IN SOUTHEAST CORNER OF HAY CREEK ROAD BRIDGE 25528 OVER HAY
 PP3323'CREEK, 18 FEET SOUTH OF HAY CREEK ROAD
 PP3323
 PP3323                          STATION RECOVERY (2008)
 PP3323
 PP3323'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3324 ***********************************************************************
 PP3324  DESIGNATION -  2510 AF
 PP3324  PID         -  PP3324
 PP3324  STATE/COUNTY-  MN/GOODHUE
 PP3324  COUNTRY     -  US
 PP3324  USGS QUAD   -  GOODHUE EAST (1968)
 PP3324
 PP3324                         *CURRENT SURVEY CONTROL
 PP3324  ______________________________________________________________________
 PP3324* NAD 83(1986) POSITION- 44 29 39.57   (N) 092 32 28.98   (W)   HD_HELD1  
 PP3324* NAVD 88 ORTHO HEIGHT -   261.681  (meters)     858.53  (feet) ADJUSTED  
 PP3324  ______________________________________________________________________
 PP3324  GEOID HEIGHT    -        -30.16  (meters)                     GEOID09
 PP3324  DYNAMIC HEIGHT  -        261.640 (meters)      858.40  (feet) COMP
 PP3324  MODELED GRAVITY -    980,454.6   (mgal)                       NAVD 88
 PP3324
 PP3324  VERT ORDER      -  SECOND    CLASS I
 PP3324
 PP3324.The horizontal coordinates were established by differentially corrected
 PP3324.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3324.
 PP3324.The orthometric height was determined by differential leveling and
 PP3324.adjusted in June 1995.
 PP3324
 PP3324.Photographs are available for this station.
 PP3324
 PP3324.The dynamic height is computed by dividing the NAVD 88
 PP3324.geopotential number by the normal gravity value computed on the
 PP3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3324.degrees latitude (g = 980.6199 gals.).
 PP3324
 PP3324.The modeled gravity was interpolated from observed gravity values.
 PP3324
 PP3324;                    North         East    Units  Estimated Accuracy
 PP3324;SPC MN S     -   267,071.4     915,999.2     MT  (+/- 3 meters HH1 GPS) 
 PP3324
 PP3324                          SUPERSEDED SURVEY CONTROL
 PP3324
 PP3324.No superseded survey control is available for this station.
 PP3324
 PP3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3646226881(NAD 83)
 PP3324
 PP3324_MARKER: DV = VERTICAL CONTROL DISK
 PP3324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3324_SP_SET: ALUMINUM ALLOY ROD
 PP3324_STAMPING: 2510 AF 1984
 PP3324_MARK LOGO: MNDT  
 PP3324_PROJECTION: PROJECTING 3 CENTIMETERS
 PP3324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3324+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3324
 PP3324  HISTORY     - Date     Condition        Report By
 PP3324  HISTORY     - 1984     MONUMENTED       MNDT
 PP3324  HISTORY     - 20010331 GOOD             NGS
 PP3324  HISTORY     - 20030920 GOOD             USPSQD
 PP3324  HISTORY     - 20081104 GOOD             MNDT
 PP3324
 PP3324                          STATION DESCRIPTION
 PP3324
 PP3324'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3324'5.0 MI SOUTH FROM RED WING.
 PP3324'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE CITY OF RED WING IN
 PP3324'THE NORTHWEST 1/4 OF SECTION 19, T112N, R14W, 6.15 MILES SOUTHWEST
 PP3324'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3324'63 IN RED WING, 103 FEET WEST OF THE CENTERLINE OF HIGHWAY 58 AT
 PP3324'MILEPOINT 17.5, 11.0 FEET SOUTH OF THE CENTER OF AN ENTRANCE, 15.0
 PP3324'FEET NORTH OF A ROW OF PINE TREES, 10.3 FEET WEST OF AN 8 INCH TWIN
 PP3324'PINE TREE, AND 1.1 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3324'STANDARD ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2510 AF
 PP3324'1984---, IS FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH
 PP3324'DIAMETER BY 17 FOOT LONG ALUMINUM ALLOY ROD, AND PROJECTS 0.1 FOOT
 PP3324'ABOVE THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3324
 PP3324                          STATION RECOVERY (2001)
 PP3324
 PP3324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3324'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3324
 PP3324                          STATION RECOVERY (2003)
 PP3324
 PP3324'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3324'RECOVERED IN GOOD CONDITION.
 PP3324
 PP3324                          STATION RECOVERY (2008)
 PP3324
 PP3324'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3325 ***********************************************************************
 PP3325  DESIGNATION -  2510 AG
 PP3325  PID         -  PP3325
 PP3325  STATE/COUNTY-  MN/GOODHUE
 PP3325  COUNTRY     -  US
 PP3325  USGS QUAD   -  RED WING (1994)
 PP3325
 PP3325                         *CURRENT SURVEY CONTROL
 PP3325  ______________________________________________________________________
 PP3325* NAD 83(2007) POSITION- 44 30 22.63941(N) 092 31 52.20836(W)   ADJUSTED  
 PP3325* NAD 83(2007) ELLIP HT-   300.559 (meters)        (02/10/07)   ADJUSTED
 PP3325* NAD 83(2007) EPOCH   -  2002.00
 PP3325* NAVD 88 ORTHO HEIGHT -   330.734  (meters)    1085.08  (feet) ADJUSTED  
 PP3325  ______________________________________________________________________
 PP3325  NAD 83(2007) X  -   -201,225.123 (meters)                     COMP
 PP3325  NAD 83(2007) Y  - -4,551,987.251 (meters)                     COMP
 PP3325  NAD 83(2007) Z  -  4,448,597.282 (meters)                     COMP
 PP3325  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC09
 PP3325  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 PP3325  DYNAMIC HEIGHT  -        330.684 (meters)     1084.92  (feet) COMP
 PP3325  MODELED GRAVITY -    980,457.9   (mgal)                       NAVD 88
 PP3325
 PP3325  VERT ORDER      -  SECOND    CLASS I
 PP3325
 PP3325  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PP3325  Type                                         Horiz  Ellip  Dist(km)
 PP3325  -------------------------------------------------------------------
 PP3325  NETWORK                                       0.87   1.06
 PP3325  -------------------------------------------------------------------
 PP3325  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.79   0.84      2.27
 PP3325  -------------------------------------------------------------------
 PP3325  NOTE: Click here for information on individual local accuracy
 PP3325  values and other accuracy information.
 PP3325
 PP3325
 PP3325.The horizontal coordinates were established by GPS observations
 PP3325.and adjusted by the National Geodetic Survey in February 2007.
 PP3325
 PP3325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP3325.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP3325
 PP3325.The horizontal coordinates are valid at the epoch date displayed above
 PP3325.which is a decimal equivalence of Year/Month/Day.
 PP3325
 PP3325.The orthometric height was determined by differential leveling and
 PP3325.adjusted in June 1995.
 PP3325
 PP3325.Photographs are available for this station.
 PP3325
 PP3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP3325
 PP3325.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3325
 PP3325.The ellipsoidal height was determined by GPS observations
 PP3325.and is referenced to NAD 83.
 PP3325
 PP3325.The dynamic height is computed by dividing the NAVD 88
 PP3325.geopotential number by the normal gravity value computed on the
 PP3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3325.degrees latitude (g = 980.6199 gals.).
 PP3325
 PP3325.The modeled gravity was interpolated from observed gravity values.
 PP3325
 PP3325. The following values were computed from the NAD 83(2007) position.
 PP3325
 PP3325;                    North         East     Units Scale Factor Converg.
 PP3325;SPC MN S     -   268,415.027   916,787.539   MT  0.99992204   +1 01 46.4
 PP3325;SPC MN S     -   880,624.97  3,007,827.12   sFT  0.99992204   +1 01 46.4
 PP3325;UTM  15      - 4,928,214.598   537,267.012   MT  0.99961708   +0 19 43.1
 PP3325
 PP3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3325!SPC MN S     -   0.99995288  x   0.99992204  =   0.99987492
 PP3325!UTM  15      -   0.99995288  x   0.99961708  =   0.99956997
 PP3325
 PP3325                          SUPERSEDED SURVEY CONTROL
 PP3325
 PP3325  NAD 83(1996)-  44 30 22.63902(N)    092 31 52.20792(W) AD(       ) 1
 PP3325  ELLIP H (11/24/04)  300.594  (m)                       GP(       ) 4 1
 PP3325  NAVD 88 (11/24/04)  330.73   (m)         1085.1    (f) LEVELING    3  
 PP3325
 PP3325.Superseded values are not recommended for survey control.
 PP3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3325.See file dsdata.txt to determine how the superseded data were derived.
 PP3325
 PP3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3726728214(NAD 83)
 PP3325
 PP3325_MARKER: DV = VERTICAL CONTROL DISK
 PP3325_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3325_SP_SET: ALUMINUM ALLOY ROD
 PP3325_STAMPING: 2510 AG 1984
 PP3325_MARK LOGO: MNDT  
 PP3325_PROJECTION: RECESSED 30 CENTIMETERS
 PP3325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3325+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3325_ROD/PIPE-DEPTH: 10.7 meters
 PP3325
 PP3325  HISTORY     - Date     Condition        Report By
 PP3325  HISTORY     - 1984     MONUMENTED       MNDT
 PP3325  HISTORY     - 20010331 GOOD             NGS
 PP3325  HISTORY     - 20040610 GOOD             MNDT
 PP3325  HISTORY     - 20040918 GOOD             USPSQD
 PP3325  HISTORY     - 20081104 GOOD             MNDT
 PP3325
 PP3325                          STATION DESCRIPTION
 PP3325
 PP3325'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3325'4.0 MI SOUTH FROM RED WING.
 PP3325'THE MARK IS LOCATED ABOUT 4 MILES SOUTH OF THE CITY OF RED WING IN
 PP3325'THE SOUTHWEST 1/4 OF SECTION 18, T112N, R14W, 5.15 MILES SOUTHEAST
 PP3325'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3325'63 IN RED WING, 197.0 FEET NORTHWEST OF THE CENTERLINE OF TRUNK
 PP3325'HIGHWAY 58 AT MILEPOINT 18.5, 42.5 FEET WEST OF AND ABOUT LEVEL WITH
 PP3325'THE CENTER OF A FARM ENTRANCE, 2.2 FEET SOUTH OF A FENCELINE, 1.9
 PP3325'FEET EAST OF A POWER POLE, AND 2.1 FEET WEST OF A STEEL WITNESS POST.
 PP3325'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3325'STAMPED---2510 AG 1984---, IS FASTENED TO THE TOP OF A DRIVEN (TO
 PP3325'REFUSAL) 5/8 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ALLOY ROD AND IS
 PP3325'FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3325
 PP3325                          STATION RECOVERY (2001)
 PP3325
 PP3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3325'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3325
 PP3325                          STATION RECOVERY (2004)
 PP3325
 PP3325'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 PP3325'4.0 MILES SOUTH OF RED WING, 5.15 MILES SOUTHEAST OF JUNCTION OF TRUNK
 PP3325'HIGHWAY 58-TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63, AT TRUNK HIGHWAY 58
 PP3325'MILEPOINT 18.5, 197 FEET NORTHWEST OF TRUNK HIGHWAY 58, 42.5 FEET WEST
 PP3325'OF DRIVEWAY, 8 FEET WEST OF POWER POLE, 2.2 FEET SOUTH OF FENCELINE,
 PP3325'2.1 FEET WEST OF WITNESS POST
 PP3325
 PP3325                          STATION RECOVERY (2004)
 PP3325
 PP3325'RECOVERY NOTE BY US POWER SQUADRON 2004 (DP)
 PP3325'RECOVERED IN GOOD CONDITION.
 PP3325
 PP3325                          STATION RECOVERY (2008)
 PP3325
 PP3325'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3325'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3326 ***********************************************************************
 PP3326  DESIGNATION -  2510 AH
 PP3326  PID         -  PP3326
 PP3326  STATE/COUNTY-  MN/GOODHUE
 PP3326  COUNTRY     -  US
 PP3326  USGS QUAD   -  RED WING (1994)
 PP3326
 PP3326                         *CURRENT SURVEY CONTROL
 PP3326  ______________________________________________________________________
 PP3326* NAD 83(1986) POSITION- 44 31 15.     (N) 092 31 22.     (W)   SCALED    
 PP3326* NAVD 88 ORTHO HEIGHT -   321.620  (meters)    1055.18  (feet) ADJUSTED  
 PP3326  ______________________________________________________________________
 PP3326  GEOID HEIGHT    -        -30.19  (meters)                     GEOID09
 PP3326  DYNAMIC HEIGHT  -        321.573 (meters)     1055.03  (feet) COMP
 PP3326  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 PP3326
 PP3326  VERT ORDER      -  SECOND    CLASS I
 PP3326
 PP3326.The horizontal coordinates were scaled from a topographic map and have
 PP3326.an estimated accuracy of +/- 6 seconds.
 PP3326.
 PP3326.The orthometric height was determined by differential leveling and
 PP3326.adjusted in June 1995.
 PP3326
 PP3326.The dynamic height is computed by dividing the NAVD 88
 PP3326.geopotential number by the normal gravity value computed on the
 PP3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3326.degrees latitude (g = 980.6199 gals.).
 PP3326
 PP3326.The modeled gravity was interpolated from observed gravity values.
 PP3326
 PP3326;                    North         East    Units  Estimated Accuracy
 PP3326;SPC MN S     -   270,040.      917,430.      MT  (+/- 180 meters Scaled)
 PP3326
 PP3326                          SUPERSEDED SURVEY CONTROL
 PP3326
 PP3326.No superseded survey control is available for this station.
 PP3326
 PP3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK379298(NAD 83)
 PP3326
 PP3326_MARKER: DB = BENCH MARK DISK
 PP3326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3326_SP_SET: ALUMINUM ALLOY ROD
 PP3326_STAMPING: 2510 AH 1984
 PP3326_MARK LOGO: MNDT  
 PP3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3326
 PP3326  HISTORY     - Date     Condition        Report By
 PP3326  HISTORY     - 1984     MONUMENTED       MNDT
 PP3326  HISTORY     - 20010331 GOOD             NGS
 PP3326  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP3326  HISTORY     - 20081104 MARK NOT FOUND   MNDT
 PP3326
 PP3326                          STATION DESCRIPTION
 PP3326
 PP3326'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3326'2.8 MI SOUTH FROM RED WING.
 PP3326'THE MARK IS LOCATED ABOUT 2-3/4 MILES SOUTH OF THE CITY OF RED WING
 PP3326'IN THE SOUTHWEST 1/4 OF SECTION 8, T112N, R14W, 3.85 MILES SOUTHEAST
 PP3326'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3326'63 IN RED WING, 147.0 FEET WEST OF THE CENTERLINE OF HIGHWAY 58 AT
 PP3326'MILEPOINT 19.8, 22.0 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 PP3326'CENTER OF AN ENTRANCE, 19.0 FEET WEST OF AN ENTRANCE TO A HORSE
 PP3326'ARENA, 1.8 FEET EAST-SOUTHEAST OF A POLE, AND 1.0 FOOT SOUTH OF A
 PP3326'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3326'CONTROL MONUMENT DISK STAMPED---2510 AH 1984---, IS FASTENED TO THE
 PP3326'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 25 FOOT LONG
 PP3326'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE
 PP3326'DISK MAKES THE MARK MAGNETIC.
 PP3326
 PP3326                          STATION RECOVERY (2001)
 PP3326
 PP3326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3326'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3326
 PP3326                          STATION RECOVERY (2003)
 PP3326
 PP3326'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3326'SUBSTANTIAL ROAD CONTRUCTION AND REALIGNMENT WITH MAJOR GRADE CHANGE.
 PP3326'SUSPECT MARK IS DEEPLY BURIED 20 - 30 FEET OR WAS REMOVED BY SURVEY
 PP3326'CREW.
 PP3326
 PP3326                          STATION RECOVERY (2008)
 PP3326
 PP3326'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3326'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3327 ***********************************************************************
 PP3327  DESIGNATION -  2510 AJ
 PP3327  PID         -  PP3327
 PP3327  STATE/COUNTY-  MN/GOODHUE
 PP3327  COUNTRY     -  US
 PP3327  USGS QUAD   -  RED WING (1994)
 PP3327
 PP3327                         *CURRENT SURVEY CONTROL
 PP3327  ______________________________________________________________________
 PP3327* NAD 83(1986) POSITION- 44 31 48.41   (N) 092 31 19.08   (W)   HD_HELD1  
 PP3327* NAVD 88 ORTHO HEIGHT -   316.824  (meters)    1039.45  (feet) ADJUSTED  
 PP3327  ______________________________________________________________________
 PP3327  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 PP3327  DYNAMIC HEIGHT  -        316.778 (meters)     1039.30  (feet) COMP
 PP3327  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 PP3327
 PP3327  VERT ORDER      -  SECOND    CLASS I
 PP3327
 PP3327.The horizontal coordinates were established by differentially corrected
 PP3327.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3327.
 PP3327.The orthometric height was determined by differential leveling and
 PP3327.adjusted in June 1995.
 PP3327
 PP3327.Photographs are available for this station.
 PP3327
 PP3327.The dynamic height is computed by dividing the NAVD 88
 PP3327.geopotential number by the normal gravity value computed on the
 PP3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3327.degrees latitude (g = 980.6199 gals.).
 PP3327
 PP3327.The modeled gravity was interpolated from observed gravity values.
 PP3327
 PP3327;                    North         East    Units  Estimated Accuracy
 PP3327;SPC MN S     -   271,075.1     917,471.3     MT  (+/- 3 meters HH1 GPS) 
 PP3327
 PP3327                          SUPERSEDED SURVEY CONTROL
 PP3327
 PP3327.No superseded survey control is available for this station.
 PP3327
 PP3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3798330865(NAD 83)
 PP3327
 PP3327_MARKER: DV = VERTICAL CONTROL DISK
 PP3327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3327_SP_SET: ALUMINUM ALLOY ROD
 PP3327_STAMPING: 2510 AJ 1984
 PP3327_MARK LOGO: MNDT  
 PP3327_PROJECTION: FLUSH
 PP3327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3327+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3327
 PP3327  HISTORY     - Date     Condition        Report By
 PP3327  HISTORY     - 1984     MONUMENTED       MNDT
 PP3327  HISTORY     - 20010331 GOOD             NGS
 PP3327  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP3327  HISTORY     - 20081104 GOOD             MNDT
 PP3327
 PP3327                          STATION DESCRIPTION
 PP3327
 PP3327'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3327'2.5 MI SOUTH FROM RED WING.
 PP3327'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE CITY OF RED WING
 PP3327'IN THE SOUTHWEST 1/4 OF SECTION 5, T112N, R14W, 3.2 MILES SOUTHEAST
 PP3327'ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND
 PP3327'63 IN RED WING, 145.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE
 PP3327'CENTERLINE OF HIGHWAY 58 AT MILEPOINT 20.45, 35.5 FEET SOUTH OF THE
 PP3327'CENTER OF A GRAVEL ROAD (COUNTY ROAD 45), 11.7 FEET NORTH OF A FENCE
 PP3327'LINE, 2.0 FEET WEST-SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 46.5
 PP3327'FEET EAST-NORTHEAST OF THE EAST POST OF A GATE, AND 1.5 FEET SOUTH OF
 PP3327'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3327'CONTROL MONUMENT DISK STAMPED---2510 AJ 1984---, IS FASTENED TO THE
 PP3327'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 25 FOOT LONG
 PP3327'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  A MAGNET
 PP3327'IN THE DISK MAKES THE MARK MAGNETIC.
 PP3327
 PP3327                          STATION RECOVERY (2001)
 PP3327
 PP3327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3327'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3327
 PP3327                          STATION RECOVERY (2003)
 PP3327
 PP3327'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3327'SUBSTANTIAL ROAD CONSTRUCTION IN AREA AND REALIGNMENT OF HIGHWAY 58.
 PP3327'SUSPECT MARK IS BURIED OR DESTROYED.
 PP3327
 PP3327                          STATION RECOVERY (2008)
 PP3327
 PP3327'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3327'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3328 ***********************************************************************
 PP3328  DESIGNATION -  2510 AK
 PP3328  PID         -  PP3328
 PP3328  STATE/COUNTY-  MN/GOODHUE
 PP3328  COUNTRY     -  US
 PP3328  USGS QUAD   -  RED WING (1994)
 PP3328
 PP3328                         *CURRENT SURVEY CONTROL
 PP3328  ______________________________________________________________________
 PP3328* NAD 83(1986) POSITION- 44 32 34.     (N) 092 31 02.     (W)   SCALED    
 PP3328* NAVD 88 ORTHO HEIGHT -   296.237  (meters)     971.90  (feet) ADJUSTED  
 PP3328  ______________________________________________________________________
 PP3328  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 PP3328  DYNAMIC HEIGHT  -        296.195 (meters)      971.77  (feet) COMP
 PP3328  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP3328
 PP3328  VERT ORDER      -  SECOND    CLASS I
 PP3328
 PP3328.The horizontal coordinates were scaled from a topographic map and have
 PP3328.an estimated accuracy of +/- 6 seconds.
 PP3328.
 PP3328.The orthometric height was determined by differential leveling and
 PP3328.adjusted in June 1995.
 PP3328
 PP3328.The dynamic height is computed by dividing the NAVD 88
 PP3328.geopotential number by the normal gravity value computed on the
 PP3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3328.degrees latitude (g = 980.6199 gals.).
 PP3328
 PP3328.The modeled gravity was interpolated from observed gravity values.
 PP3328
 PP3328;                    North         East    Units  Estimated Accuracy
 PP3328;SPC MN S     -   272,490.      917,820.      MT  (+/- 180 meters Scaled)
 PP3328
 PP3328                          SUPERSEDED SURVEY CONTROL
 PP3328
 PP3328.No superseded survey control is available for this station.
 PP3328
 PP3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK383322(NAD 83)
 PP3328
 PP3328_MARKER: DB = BENCH MARK DISK
 PP3328_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3328_SP_SET: ALUMINUM ALLOY ROD
 PP3328_STAMPING: 2510 AK 1984
 PP3328_MARK LOGO: MNDT  
 PP3328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3328
 PP3328  HISTORY     - Date     Condition        Report By
 PP3328  HISTORY     - 1984     MONUMENTED       MNDT
 PP3328  HISTORY     - 20010331 GOOD             NGS
 PP3328  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 PP3328  HISTORY     - 20081104 MARK NOT FOUND   MNDT
 PP3328
 PP3328                          STATION DESCRIPTION
 PP3328
 PP3328'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3328'1.5 MI SE FROM RED WING.
 PP3328'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTHEAST OF THE CITY OF RED
 PP3328'WING IN THE NORTHEAST 1/4 OF SECTION 5, T112N, R14W, 2.25 MILES
 PP3328'SOUTHEAST ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH TRUNK
 PP3328'HIGHWAYS 61 AND 63 IN RED WING, 61.5 FEET WEST-NORTHWEST OF THE
 PP3328'CENTERLINE OF HIGHWAY 58 AT MILEPOINT 21.4, 22.0 FEET SOUTH OF THE
 PP3328'CENTERLINE OF A ROAD, 44.2 FEET SOUTH OF A RIGHT-OF-WAY POST, 18.4
 PP3328'FEET WEST-NORTHWEST OF A TELEPHONE POLE, 2.1 FEET EAST-NORTHEAST OF A
 PP3328'WOOD POST (NORTH ONE OF TWO) FOR A CEMETERY SIGN, AND 1.5 FEET
 PP3328'EAST-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3328'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2510 AK 1984---, IS
 PP3328'FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 15
 PP3328'FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET
 PP3328'ON THE DISK MAKES THE MARK MAGNETIC.
 PP3328
 PP3328                          STATION RECOVERY (2001)
 PP3328
 PP3328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3328
 PP3328                          STATION RECOVERY (2003)
 PP3328
 PP3328'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3328'SUBSTANTIAL ROAD CONSTRUCTION IN AREA AND RELIGNMENT OF HIGHWAY 58.
 PP3328'SUSPECT MARK IS BURIED OR DESTROYED.
 PP3328
 PP3328                          STATION RECOVERY (2008)
 PP3328
 PP3328'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3328'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3329 ***********************************************************************
 PP3329  DESIGNATION -  2510 AL
 PP3329  PID         -  PP3329
 PP3329  STATE/COUNTY-  MN/GOODHUE
 PP3329  COUNTRY     -  US
 PP3329  USGS QUAD   -  RED WING (1994)
 PP3329
 PP3329                         *CURRENT SURVEY CONTROL
 PP3329  ______________________________________________________________________
 PP3329* NAD 83(1986) POSITION- 44 33 24.65   (N) 092 31 14.53   (W)   HD_HELD1  
 PP3329* NAVD 88 ORTHO HEIGHT -   244.724  (meters)     802.90  (feet) ADJUSTED  
 PP3329  ______________________________________________________________________
 PP3329  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 PP3329  DYNAMIC HEIGHT  -        244.689 (meters)      802.78  (feet) COMP
 PP3329  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 PP3329
 PP3329  VERT ORDER      -  SECOND    CLASS I
 PP3329
 PP3329.The horizontal coordinates were established by differentially corrected
 PP3329.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3329.
 PP3329.The orthometric height was determined by differential leveling and
 PP3329.adjusted in June 1995.
 PP3329
 PP3329.Photographs are available for this station.
 PP3329
 PP3329.The dynamic height is computed by dividing the NAVD 88
 PP3329.geopotential number by the normal gravity value computed on the
 PP3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3329.degrees latitude (g = 980.6199 gals.).
 PP3329
 PP3329.The modeled gravity was interpolated from observed gravity values.
 PP3329
 PP3329;                    North         East    Units  Estimated Accuracy
 PP3329;SPC MN S     -   274,046.9     917,518.0     MT  (+/- 3 meters HH1 GPS) 
 PP3329
 PP3329                          SUPERSEDED SURVEY CONTROL
 PP3329
 PP3329.No superseded survey control is available for this station.
 PP3329
 PP3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3806633835(NAD 83)
 PP3329
 PP3329_MARKER: DV = VERTICAL CONTROL DISK
 PP3329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3329_SP_SET: ALUMINUM ALLOY ROD
 PP3329_STAMPING: 2510 AL 1984
 PP3329_MARK LOGO: MNDT  
 PP3329_PROJECTION: RECESSED 5 CENTIMETERS
 PP3329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3329+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3329
 PP3329  HISTORY     - Date     Condition        Report By
 PP3329  HISTORY     - 1984     MONUMENTED       MNDT
 PP3329  HISTORY     - 20010331 GOOD             NGS
 PP3329  HISTORY     - 20030920 GOOD             USPSQD
 PP3329  HISTORY     - 20081104 GOOD             MNDT
 PP3329
 PP3329                          STATION DESCRIPTION
 PP3329
 PP3329'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3329'IN RED WING.
 PP3329'THE MARK IS LOCATED IN THE CITY OF RED WING IN THE NORTHEAST 1/4 OF
 PP3329'SECTION 32, T113N, R14W, 0.9 MILE SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3329'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND 63 IN RED WING TO ITS
 PP3329'JUNCTION WITH 15TH STREET THENCE SOUTH-SOUTHWEST 1 BLOCK ALONG 15TH
 PP3329'STREET TO ITS INTERSECTION WITH SOUTH PARK STREET, 69.0 FEET
 PP3329'SOUTH-SOUTHWEST OF THE CENTERLINE OF SOUTH PARK STREET, 235 FEET
 PP3329'EAST-SOUTHEAST OF THE CENTERLINE OF 15TH STREET, 52.4 FEET
 PP3329'SOUTH-SOUTHWEST OF A POWER POLE, 39.8 FEET SOUTH-SOUTHWEST OF A POWER
 PP3329'POLE, 39.8 FEET SOUTH OF A 48 INCH ELM TREE, 23.1 FEET EAST-SOUTHEAST
 PP3329'OF A STEEL POST FOR A BASKETBALL BACKBOARD, AND 1.8 FEET NORTHWEST OF
 PP3329'A STEEL FENCE POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3329'CONTROL MONUMENT DISK STAMPED---2510 AL MNDT---, IS FASTENED TO THE
 PP3329'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 15 FOOT LONG
 PP3329'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE
 PP3329'DISK MAKES THE MARK MAGNETIC.
 PP3329
 PP3329                          STATION RECOVERY (2001)
 PP3329
 PP3329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3329'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3329
 PP3329                          STATION RECOVERY (2003)
 PP3329
 PP3329'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3329'RECOVERED IN GOOD CONDITION.
 PP3329
 PP3329                          STATION RECOVERY (2008)
 PP3329
 PP3329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3329'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3330 ***********************************************************************
 PP3330  DESIGNATION -  2510 B
 PP3330  PID         -  PP3330
 PP3330  STATE/COUNTY-  MN/GOODHUE
 PP3330  COUNTRY     -  US
 PP3330  USGS QUAD   -  RED WING (1994)
 PP3330
 PP3330                         *CURRENT SURVEY CONTROL
 PP3330  ______________________________________________________________________
 PP3330* NAD 83(1986) POSITION- 44 33 38.3    (N) 092 31 35.7    (W)   HD_HELD2  
 PP3330* NAVD 88 ORTHO HEIGHT -   233.139  (meters)     764.89  (feet) ADJUSTED  
 PP3330  ______________________________________________________________________
 PP3330  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 PP3330  DYNAMIC HEIGHT  -        233.107 (meters)      764.79  (feet) COMP
 PP3330  MODELED GRAVITY -    980,472.1   (mgal)                       NAVD 88
 PP3330
 PP3330  VERT ORDER      -  SECOND    CLASS I
 PP3330
 PP3330.The horizontal coordinates were established by autonomous hand held GPS
 PP3330.observations and have an estimated accuracy of +/- 10 meters.
 PP3330.
 PP3330.The orthometric height was determined by differential leveling and
 PP3330.adjusted in June 1995.
 PP3330
 PP3330.Photographs are available for this station.
 PP3330
 PP3330.The dynamic height is computed by dividing the NAVD 88
 PP3330.geopotential number by the normal gravity value computed on the
 PP3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3330.degrees latitude (g = 980.6199 gals.).
 PP3330
 PP3330.The modeled gravity was interpolated from observed gravity values.
 PP3330
 PP3330;                    North         East    Units  Estimated Accuracy
 PP3330;SPC MN S     -   274,460.      917,043.      MT  (+/- 10 meters HH2 GPS)
 PP3330
 PP3330                          SUPERSEDED SURVEY CONTROL
 PP3330
 PP3330.No superseded survey control is available for this station.
 PP3330
 PP3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3759634253(NAD 83)
 PP3330
 PP3330_MARKER: DB = BENCH MARK DISK
 PP3330_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3330_SP_SET: CONCRETE FOUNDATION
 PP3330_STAMPING: 2510 B 1979
 PP3330_MARK LOGO: MNHD  
 PP3330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3330+STABILITY: SURFACE MOTION
 PP3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3330+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3330
 PP3330  HISTORY     - Date     Condition        Report By
 PP3330  HISTORY     - 1979     MONUMENTED       MNDT
 PP3330  HISTORY     - 1984     GOOD             MNDT
 PP3330  HISTORY     - 20010331 GOOD             NGS
 PP3330  HISTORY     - 20030920 GOOD             USPSQD
 PP3330  HISTORY     - 20050917 GOOD             USPSQD
 PP3330  HISTORY     - 20070711 GOOD             WIDT
 PP3330  HISTORY     - 20081030 GOOD             WIDT
 PP3330  HISTORY     - 20081104 GOOD             MNDT
 PP3330
 PP3330                          STATION DESCRIPTION
 PP3330
 PP3330'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3330'IN RED WING.
 PP3330'THE MARK IS LOCATED IN THE CITY OF RED WING IN THE SOUTHWEST 1/4 OF
 PP3330'SECTION 29, T113N, R14W, 0.6 MILES SOUTHEAST ALONG TRUNK HIGHWAY 58
 PP3330'FROM ITS JUNCTION WITH TRUNK HIGHWAYS 61 AND 63 IN RED WING, AT THE
 PP3330'INTERSECTION OF 10TH STREET AND BUSH STREET, 36.0 FEET NORTHEAST OF
 PP3330'THE CENTERLINE OF HIGHWAY 58 AT MILEPOINT 23.2.  THE MARK, A STANDARD
 PP3330'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2510 B 1979---, IS SET
 PP3330'IN THE SOUTHEAST FOOTING OF A WATER PUMPING STATION BUILDING, 2.7
 PP3330'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.
 PP3330
 PP3330                          STATION RECOVERY (2001)
 PP3330
 PP3330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP3330'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP3330
 PP3330                          STATION RECOVERY (2003)
 PP3330
 PP3330'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3330'RECOVERED IN GOOD CONDITION.
 PP3330
 PP3330                          STATION RECOVERY (2005)
 PP3330
 PP3330'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3330' 
 PP3330' 
 PP3330
 PP3330                          STATION RECOVERY (2007)
 PP3330
 PP3330'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP3330'RECOVERED AS DESCRIBED.
 PP3330
 PP3330                          STATION RECOVERY (2008)
 PP3330
 PP3330'RECOVERY NOTE BY WI DEPT OF TRANSP 2008 (ES)
 PP3330'RECOVERED AS DESCRIBED.
 PP3330
 PP3330                          STATION RECOVERY (2008)
 PP3330
 PP3330'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3330'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3165 ***********************************************************************
 PP3165  DESIGNATION -  2510 C
 PP3165  PID         -  PP3165
 PP3165  STATE/COUNTY-  MN/GOODHUE
 PP3165  COUNTRY     -  US
 PP3165  USGS QUAD   -  ZUMBROTA (1968)
 PP3165
 PP3165                         *CURRENT SURVEY CONTROL
 PP3165  ______________________________________________________________________
 PP3165* NAD 83(1996) POSITION- 44 18 23.63956(N) 092 39 47.77656(W)   NO CHECK  
 PP3165* NAVD 88 ORTHO HEIGHT -   308.123  (meters)    1010.90  (feet) ADJUSTED  
 PP3165  ______________________________________________________________________
 PP3165  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC09
 PP3165  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 PP3165  DYNAMIC HEIGHT  -        308.067 (meters)     1010.72  (feet) COMP
 PP3165  MODELED GRAVITY -    980,427.7   (mgal)                       NAVD 88
 PP3165
 PP3165  HORZ ORDER      -  SECOND
 PP3165  VERT ORDER      -  SECOND    CLASS I
 PP3165
 PP3165.The horizontal coordinates were established by classical geodetic methods
 PP3165.and adjusted by the National Geodetic Survey in March 1999.
 PP3165.
 PP3165.No horizontal observational check was made to the station.
 PP3165.
 PP3165.The orthometric height was determined by differential leveling and
 PP3165.adjusted in June 1995.
 PP3165
 PP3165.Photographs are available for this station.
 PP3165
 PP3165.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3165
 PP3165.The dynamic height is computed by dividing the NAVD 88
 PP3165.geopotential number by the normal gravity value computed on the
 PP3165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3165.degrees latitude (g = 980.6199 gals.).
 PP3165
 PP3165.The modeled gravity was interpolated from observed gravity values.
 PP3165
 PP3165. The following values were computed from the NAD 83(1996) position.
 PP3165
 PP3165;                    North         East     Units Scale Factor Converg.
 PP3165;SPC MN S     -   246,046.267   906,647.877   MT  0.99992780   +0 56 13.0
 PP3165;SPC MN S     -   807,236.79  2,974,560.58   sFT  0.99992780   +0 56 13.0
 PP3165;UTM  15      - 4,905,978.555   526,857.534   MT  0.99960887   +0 14 06.7
 PP3165
 PP3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3165!SPC MN S     -   0.99995638  x   0.99992780  =   0.99988419
 PP3165!UTM  15      -   0.99995638  x   0.99960887  =   0.99956527
 PP3165
 PP3165:                Primary Azimuth Mark                     Grid Az
 PP3165:SPC MN S     -  TANK                                     172 48 27.9
 PP3165:UTM  15      -  TANK                                     173 30 34.2
 PP3165
 PP3165|---------------------------------------------------------------------|
 PP3165| PID    Reference Object                     Distance      Geod. Az  |
 PP3165|                                                           dddmmss.s |
 PP3165| PP2323 TANK                                APPROX. 2.3 KM 1734440.9 |
 PP3165| CR9163 ZUMBROTA FIRST CONG CH SPIRE                       19301     |
 PP3165|---------------------------------------------------------------------|
 PP3165
 PP3165                          SUPERSEDED SURVEY CONTROL
 PP3165
 PP3165  NAD 83(1991)-  44 18 23.63053(N)    092 39 47.77162(W) AD(       ) 2
 PP3165  NAD 83(1986)-  44 18 23.63055(N)    092 39 47.77157(W) AD(       ) 2
 PP3165  NGVD 29 (09/11/89)  308.08   (m)         1010.8    (f) LEVELING    3  
 PP3165
 PP3165.Superseded values are not recommended for survey control.
 PP3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3165.See file dsdata.txt to determine how the superseded data were derived.
 PP3165
 PP3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2685705978(NAD 83)
 PP3165
 PP3165_MARKER: DV = VERTICAL CONTROL DISK
 PP3165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3165_SP_SET: ALUMINUM ALLOY ROD
 PP3165_STAMPING: 2510 C 1982
 PP3165_MARK LOGO: MNDT  
 PP3165_PROJECTION: FLUSH
 PP3165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3165+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP3165
 PP3165  HISTORY     - Date     Condition        Report By
 PP3165  HISTORY     - 1982     MONUMENTED       MNDT
 PP3165  HISTORY     - 1982     GOOD             MNDT
 PP3165  HISTORY     - 20010915 GOOD             USPSQD
 PP3165  HISTORY     - 20050917 GOOD             USPSQD
 PP3165  HISTORY     - 20090624 GOOD             MNDT
 PP3165
 PP3165                          STATION DESCRIPTION
 PP3165
 PP3165'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 PP3165'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF THE TOWN OF ZUMBROTA, IN
 PP3165'THE NW 1/4 OF SECTION 30, T110N, R15W, ON THE SOUTH RIGHT-OF-WAY OF A
 PP3165'GRAVEL ROAD, 320 FEET EAST OF TRUNK HIGHWAY 58 MILEPOINT 1.8.
 PP3165'
 PP3165'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK
 PP3165'HIGHWAY 58 IN ZUMBROTA, GO NORTH ON TRUNK HIGHWAY 58 FOR 1.75 MILES TO
 PP3165'A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND GO EAST ON THE GRAVEL ROAD
 PP3165'FOR 320 FEET TO THE MARK ON THE RIGHT.
 PP3165'
 PP3165'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3165'STAMPED---2510 C 1982---, IS FASTENED TO THE TOP OF A DRIVEN 14 FOOT
 PP3165'LONG ALUMINUM ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 PP3165'AND ABOUT 2 FEET LOWER THAN THE GRAVEL ROAD.  THE MARK IS 29 FEET
 PP3165'SOUTH OF THE CENTER OF THE ROAD, 5.4 FEET NORTH OF A POWER POLE, 93.4
 PP3165'FEET SOUTHWEST OF A 15 INCH DIAMETER MAPLE TREE, AND 3.0 FEET WEST OF
 PP3165'A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3165'
 PP3165'THIS STATION IS AN AZIMUTH MARK FOR STATION TANK MNDT.
 PP3165
 PP3165                          STATION RECOVERY (1982)
 PP3165
 PP3165'RECOVERY NOTE BY MN DEPT OF TRANSP 1982
 PP3165'1.0 MI NNE FROM ZUMBROTA.
 PP3165'THE MARK IS LOCATED 1.75 MILES NORTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3165'JUNCTION WITH TRUNK HIGHWAY 52 IN ZUMBROTA THENCE 320 FEET EAST ALONG
 PP3165'A GRAVEL ROAD, IN THE NORTHWEST 1/4 OF SECTION 30, T110N, R15W AT
 PP3165'HIGHWAY 58 MILEPOINT 1.8.  THE MARK IS 29 FEET SOUTH OF AND 2 FEET
 PP3165'LOWER THAN THE CENTER OF THE GRAVEL ROAD, 5.4 FEET NORTH OF A POWER
 PP3165'POLE, AND 93.4 FEET SOUTHWEST OF A 15 INCH MAPLE TREE.  THE MARK, A
 PP3165'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2510 C 1982---, IS
 PP3165'FASTENED TO THE TOP OF A DRIVEN 14 FOOT LONG ALUMINUM ALLOY ROD THAT
 PP3165'IS 3.0 FEET WEST OF A STEEL WITNESS POST.  THE MARK IS MAGNETIC.
 PP3165
 PP3165                          STATION RECOVERY (2001)
 PP3165
 PP3165'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP3165'RECOVERED IN GOOD CONDITION.
 PP3165
 PP3165                          STATION RECOVERY (2005)
 PP3165
 PP3165'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEH)
 PP3165'RECOVERED IN GOOD CONDITION.
 PP3165
 PP3165                          STATION RECOVERY (2009)
 PP3165
 PP3165'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3304 ***********************************************************************
 PP3304  DESIGNATION -  2510 D
 PP3304  PID         -  PP3304
 PP3304  STATE/COUNTY-  MN/GOODHUE
 PP3304  COUNTRY     -  US
 PP3304  USGS QUAD   -  ZUMBROTA (1968)
 PP3304
 PP3304                         *CURRENT SURVEY CONTROL
 PP3304  ______________________________________________________________________
 PP3304* NAD 83(1986) POSITION- 44 19 00.00   (N) 092 39 33.00   (W)   HD_HELD1  
 PP3304* NAVD 88 ORTHO HEIGHT -   340.107  (meters)    1115.83  (feet) ADJUSTED  
 PP3304  ______________________________________________________________________
 PP3304  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 PP3304  DYNAMIC HEIGHT  -        340.045 (meters)     1115.63  (feet) COMP
 PP3304  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 PP3304
 PP3304  VERT ORDER      -  SECOND    CLASS I
 PP3304
 PP3304.The horizontal coordinates were established by differentially corrected
 PP3304.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3304.
 PP3304.The orthometric height was determined by differential leveling and
 PP3304.adjusted in June 1995.
 PP3304
 PP3304.The dynamic height is computed by dividing the NAVD 88
 PP3304.geopotential number by the normal gravity value computed on the
 PP3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3304.degrees latitude (g = 980.6199 gals.).
 PP3304
 PP3304.The modeled gravity was interpolated from observed gravity values.
 PP3304
 PP3304;                    North         East    Units  Estimated Accuracy
 PP3304;SPC MN S     -   247,173.7     906,956.9     MT  (+/- 3 meters HH1 GPS) 
 PP3304
 PP3304                          SUPERSEDED SURVEY CONTROL
 PP3304
 PP3304.No superseded survey control is available for this station.
 PP3304
 PP3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2718007101(NAD 83)
 PP3304
 PP3304_MARKER: DB = BENCH MARK DISK
 PP3304_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3304_SP_SET: ALUMINUM ALLOY ROD
 PP3304_STAMPING: 2510 D 1982
 PP3304_MARK LOGO: MNDT  
 PP3304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3304
 PP3304  HISTORY     - Date     Condition        Report By
 PP3304  HISTORY     - 1982     MONUMENTED       MNDT
 PP3304  HISTORY     - 20090624 MARK NOT FOUND   MNDT
 PP3304
 PP3304                          STATION DESCRIPTION
 PP3304
 PP3304'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3304'1.5 MI NNE FROM ZUMBROTA.
 PP3304'THE MARK IS LOCATED 2.5 MILES NORTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3304'JUNCTION WITH TRUNK HIGHWAY 52 IN ZUMBROTA IN THE SOUTHEAST 1/4 OF
 PP3304'SECTION 19, T110N, R15W AT HIGHWAY MILEPOINT 2.0.  THE MARK IS 96.0
 PP3304'FEET EAST OF AND 7 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY, 30
 PP3304'FEET SOUTH OF THE CENTER OF A FARM ENTRANCE, 54.5 FEET EAST OF A
 PP3304'CORNER FENCE POST, 1.0 FEET NORTH OF A FENCE AND 0.7 FOOT NORTH OF A
 PP3304'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 PP3304'DISK STAMPED---2510 D 1982---, IS FASTENED TO THE TOP OF A 16 FOOT
 PP3304'LONG DRIVEN ALUMINUM ALLOY ROD.  THE MARK IS MAGNETIC.
 PP3304
 PP3304                          STATION RECOVERY (2009)
 PP3304
 PP3304'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3304'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3305 ***********************************************************************
 PP3305  DESIGNATION -  2510 E
 PP3305  PID         -  PP3305
 PP3305  STATE/COUNTY-  MN/GOODHUE
 PP3305  COUNTRY     -  US
 PP3305  USGS QUAD   -  ZUMBROTA (1968)
 PP3305
 PP3305                         *CURRENT SURVEY CONTROL
 PP3305  ______________________________________________________________________
 PP3305* NAD 83(1986) POSITION- 44 19 31.00   (N) 092 38 58.00   (W)   HD_HELD1  
 PP3305* NAVD 88 ORTHO HEIGHT -   352.513  (meters)    1156.54  (feet) ADJUSTED  
 PP3305  ______________________________________________________________________
 PP3305  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 PP3305  DYNAMIC HEIGHT  -        352.450 (meters)     1156.33  (feet) COMP
 PP3305  MODELED GRAVITY -    980,429.7   (mgal)                       NAVD 88
 PP3305
 PP3305  VERT ORDER      -  SECOND    CLASS I
 PP3305
 PP3305.The horizontal coordinates were established by differentially corrected
 PP3305.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3305.
 PP3305.The orthometric height was determined by differential leveling and
 PP3305.adjusted in June 1995.
 PP3305
 PP3305.The dynamic height is computed by dividing the NAVD 88
 PP3305.geopotential number by the normal gravity value computed on the
 PP3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3305.degrees latitude (g = 980.6199 gals.).
 PP3305
 PP3305.The modeled gravity was interpolated from observed gravity values.
 PP3305
 PP3305;                    North         East    Units  Estimated Accuracy
 PP3305;SPC MN S     -   248,143.1     907,716.6     MT  (+/- 3 meters HH1 GPS) 
 PP3305
 PP3305                          SUPERSEDED SURVEY CONTROL
 PP3305
 PP3305.No superseded survey control is available for this station.
 PP3305
 PP3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2795108061(NAD 83)
 PP3305
 PP3305_MARKER: DB = BENCH MARK DISK
 PP3305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3305_SP_SET: ALUMINUM ALLOY ROD
 PP3305_STAMPING: 2510 E 1982
 PP3305_MARK LOGO: MNDT  
 PP3305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3305
 PP3305  HISTORY     - Date     Condition        Report By
 PP3305  HISTORY     - 1982     MONUMENTED       MNDT
 PP3305  HISTORY     - 20090624 MARK NOT FOUND   MNDT
 PP3305
 PP3305                          STATION DESCRIPTION
 PP3305
 PP3305'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3305'2.2 MI NNE FROM ZUMBROTA.
 PP3305'THE MARK IS LOCATED 3.2 MILES NORTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3305'JUNCTION WITH TRUNK HIGHWAY 52 IN ZUMBROTA IN THE SOUTHWEST 1/4 OF
 PP3305'SECTION 17, T110N, R15W NEAR THE JUNCTION OF COUNTY ROAD 48 AT
 PP3305'HIGHWAY 58 MILE POINT 3.3.  THE MARK IS 134.5 FEET SOUTHEAST OF AND 3
 PP3305'FEET LOWER THAN THE CENTER OF THE HIGHWAY, 31 FEET NORTH OF THE
 PP3305'CENTER OF THE COUNTY ROAD, 81.2 FEET NORTH-NORTHEAST OF A 24 INCH
 PP3305'SPRUCE TREE (MOST EASTERLY ONE), 1.5 FEET SOUTH OF A POWER POLE AND
 PP3305'1.3 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3305'VERTICAL CONTROL MARK DISK STAMPED---2510 E 1982---, IS FASTENED TO
 PP3305'THE TOP OF A 15 FOOT LONG DRIVEN ALUMINUM ALLOY ROD.  THE MARK IS
 PP3305'MAGNETIC.
 PP3305
 PP3305                          STATION RECOVERY (2009)
 PP3305
 PP3305'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3305'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3310 ***********************************************************************
 PP3310  DESIGNATION -  2510 J
 PP3310  PID         -  PP3310
 PP3310  STATE/COUNTY-  MN/GOODHUE
 PP3310  COUNTRY     -  US
 PP3310  USGS QUAD   -  MAZEPPA (1980)
 PP3310
 PP3310                         *CURRENT SURVEY CONTROL
 PP3310  ______________________________________________________________________
 PP3310* NAD 83(1986) POSITION- 44 21 37.80   (N) 092 36 53.10   (W)   HD_HELD1  
 PP3310* NAVD 88 ORTHO HEIGHT -   333.933  (meters)    1095.58  (feet) ADJUSTED  
 PP3310  ______________________________________________________________________
 PP3310  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 PP3310  DYNAMIC HEIGHT  -        333.874 (meters)     1095.38  (feet) COMP
 PP3310  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 PP3310
 PP3310  VERT ORDER      -  SECOND    CLASS I
 PP3310
 PP3310.The horizontal coordinates were established by differentially corrected
 PP3310.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3310.
 PP3310.The orthometric height was determined by differential leveling and
 PP3310.adjusted in June 1995.
 PP3310
 PP3310.Photographs are available for this station.
 PP3310
 PP3310.The dynamic height is computed by dividing the NAVD 88
 PP3310.geopotential number by the normal gravity value computed on the
 PP3310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3310.degrees latitude (g = 980.6199 gals.).
 PP3310
 PP3310.The modeled gravity was interpolated from observed gravity values.
 PP3310
 PP3310;                    North         East    Units  Estimated Accuracy
 PP3310;SPC MN S     -   252,102.4     910,417.1     MT  (+/- 3 meters HH1 GPS) 
 PP3310
 PP3310                          SUPERSEDED SURVEY CONTROL
 PP3310
 PP3310.No superseded survey control is available for this station.
 PP3310
 PP3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3069911986(NAD 83)
 PP3310
 PP3310_MARKER: DV = VERTICAL CONTROL DISK
 PP3310_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3310_SP_SET: ALUMINUM ALLOY ROD
 PP3310_STAMPING: 2510 J 1982
 PP3310_MARK LOGO: MNDT  
 PP3310_PROJECTION: RECESSED 5 CENTIMETERS
 PP3310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3310+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP3310
 PP3310  HISTORY     - Date     Condition        Report By
 PP3310  HISTORY     - 1982     MONUMENTED       MNDT
 PP3310  HISTORY     - 20090624 GOOD             MNDT
 PP3310
 PP3310                          STATION DESCRIPTION
 PP3310
 PP3310'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3310'2.5 MI SSE FROM GOODHUE.
 PP3310'THE MARK IS LOCATED 2.55 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3310'JUNCTION WITH COUNTY ROAD 9 IN GOODHUE ON LAND OWNED BY MR HOLST AND
 PP3310'IS IN THE SOUTHEAST 1/4 OF SECTION 4, T110N, R15W AT HIGHWAY 58
 PP3310'MILEPOINT 6.4.  THE MARK IS 105.5 FEET SOUTHEAST OF AND 1 FOOT LOWER
 PP3310'THAN THE CENTERLINE OF THE HIGHWAY, 127 FEET NORTH OF THE CENTER OF
 PP3310'AN ENTRANCE, 113 FEET SOUTH OF A POWER POLE, 90.3 FEET WEST-NORTHWEST
 PP3310'OF THE SOUTHWEST CORNER OF A METAL SHED, 60.5 FEET NORTH-NORTHEAST OF
 PP3310'A 18 INCH PINE TREE AND IS LOCATED BETWEEN TWO LARGE MAPLE TREES.
 PP3310'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2510 J
 PP3310'1982---, IS FASTENED TO THE TOP OF A 15 FOOT LONG DRIVEN ALUMINUM
 PP3310'ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS MAGNETIC.
 PP3310
 PP3310                          STATION RECOVERY (2009)
 PP3310
 PP3310'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3310'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3312 ***********************************************************************
 PP3312  DESIGNATION -  2510 K
 PP3312  PID         -  PP3312
 PP3312  STATE/COUNTY-  MN/GOODHUE
 PP3312  COUNTRY     -  US
 PP3312  USGS QUAD   -  MAZEPPA (1980)
 PP3312
 PP3312                         *CURRENT SURVEY CONTROL
 PP3312  ______________________________________________________________________
 PP3312* NAD 83(1986) POSITION- 44 22 08.00   (N) 092 36 45.00   (W)   HD_HELD1  
 PP3312* NAVD 88 ORTHO HEIGHT -   326.522  (meters)    1071.26  (feet) ADJUSTED  
 PP3312  ______________________________________________________________________
 PP3312  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 PP3312  DYNAMIC HEIGHT  -        326.465 (meters)     1071.08  (feet) COMP
 PP3312  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 PP3312
 PP3312  VERT ORDER      -  SECOND    CLASS I
 PP3312
 PP3312.The horizontal coordinates were established by differentially corrected
 PP3312.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3312.
 PP3312.The orthometric height was determined by differential leveling and
 PP3312.adjusted in June 1995.
 PP3312
 PP3312.Photographs are available for this station.
 PP3312
 PP3312.The dynamic height is computed by dividing the NAVD 88
 PP3312.geopotential number by the normal gravity value computed on the
 PP3312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3312.degrees latitude (g = 980.6199 gals.).
 PP3312
 PP3312.The modeled gravity was interpolated from observed gravity values.
 PP3312
 PP3312;                    North         East    Units  Estimated Accuracy
 PP3312;SPC MN S     -   253,037.4     910,580.6     MT  (+/- 3 meters HH1 GPS) 
 PP3312
 PP3312                          SUPERSEDED SURVEY CONTROL
 PP3312
 PP3312.No superseded survey control is available for this station.
 PP3312
 PP3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3087412918(NAD 83)
 PP3312
 PP3312_MARKER: DV = VERTICAL CONTROL DISK
 PP3312_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3312_SP_SET: ALUMINUM ALLOY ROD
 PP3312_STAMPING: 2510 K 1982
 PP3312_MARK LOGO: MNDT  
 PP3312_PROJECTION: RECESSED 5 CENTIMETERS
 PP3312_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3312+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 PP3312
 PP3312  HISTORY     - Date     Condition        Report By
 PP3312  HISTORY     - 1982     MONUMENTED       MNDT
 PP3312  HISTORY     - 20090624 GOOD             MNDT
 PP3312
 PP3312                          STATION DESCRIPTION
 PP3312
 PP3312'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3312'2.0 MI SSE FROM GOODHUE.
 PP3312'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3312'JUNCTION WITH COUNTY ROAD 9 AT GOODHUE, NEAR THE JUNCTION OF COUNTY
 PP3312'ROAD 16 AND HIGHWAY 58 IN THE NORTHEAST 1/4 OF SECTION 4, T110N,
 PP3312'R15W.  THE MARK IS 250 FEET EAST OF HIGHWAY 58, 31.5 FEET SOUTH OF
 PP3312'COUNTY ROAD 16, 3.2 FEET NORTH OF A POWER POLE AND 1.0 FEET SOUTH OF
 PP3312'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3312'MARK DISK STAMPED---2510 K 1982---, IS FASTENED TO THE TOP OF A 14
 PP3312'FOOT LONG DRIVEN ALUMINUM ALLOY ROD.  THE MARK IS MAGNETIC.
 PP3312
 PP3312                          STATION RECOVERY (2009)
 PP3312
 PP3312'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3312'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3314 ***********************************************************************
 PP3314  DESIGNATION -  2510 M
 PP3314  PID         -  PP3314
 PP3314  STATE/COUNTY-  MN/GOODHUE
 PP3314  COUNTRY     -  US
 PP3314  USGS QUAD   -  GOODHUE EAST (1968)
 PP3314
 PP3314                         *CURRENT SURVEY CONTROL
 PP3314  ______________________________________________________________________
 PP3314* NAD 83(1986) POSITION- 44 23 00.00   (N) 092 36 50.00   (W)   HD_HELD1  
 PP3314* NAVD 88 ORTHO HEIGHT -   336.861  (meters)    1105.18  (feet) ADJUSTED  
 PP3314  ______________________________________________________________________
 PP3314  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 PP3314  DYNAMIC HEIGHT  -        336.803 (meters)     1104.99  (feet) COMP
 PP3314  MODELED GRAVITY -    980,435.1   (mgal)                       NAVD 88
 PP3314
 PP3314  VERT ORDER      -  SECOND    CLASS I
 PP3314
 PP3314.The horizontal coordinates were established by differentially corrected
 PP3314.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3314.
 PP3314.The orthometric height was determined by differential leveling and
 PP3314.adjusted in June 1995.
 PP3314
 PP3314.The dynamic height is computed by dividing the NAVD 88
 PP3314.geopotential number by the normal gravity value computed on the
 PP3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3314.degrees latitude (g = 980.6199 gals.).
 PP3314
 PP3314.The modeled gravity was interpolated from observed gravity values.
 PP3314
 PP3314;                    North         East    Units  Estimated Accuracy
 PP3314;SPC MN S     -   254,640.3     910,442.7     MT  (+/- 3 meters HH1 GPS) 
 PP3314
 PP3314                          SUPERSEDED SURVEY CONTROL
 PP3314
 PP3314.No superseded survey control is available for this station.
 PP3314
 PP3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3075614522(NAD 83)
 PP3314
 PP3314_MARKER: DV = VERTICAL CONTROL DISK
 PP3314_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3314_SP_SET: ALUMINUM ALLOY ROD
 PP3314_STAMPING: 2510 M 1982
 PP3314_MARK LOGO: MNDT  
 PP3314_PROJECTION: FLUSH
 PP3314_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3314+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3314
 PP3314  HISTORY     - Date     Condition        Report By
 PP3314  HISTORY     - 1982     MONUMENTED       MNDT
 PP3314  HISTORY     - 20090625 GOOD             MNDT
 PP3314
 PP3314                          STATION DESCRIPTION
 PP3314
 PP3314'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3314'1.0 MI SSE FROM GOODHUE.
 PP3314'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG TRUNK HIGHWAY 58 FROM ITS
 PP3314'JUNCTION OF COUNTY ROAD 9 AT GOODHUE TO MILE POINT 7.95 AND IS IN THE
 PP3314'NORTHEAST 1/4 OF SECTION 33, T111N, R15W.  THE MARK IS 1 FEET EAST OF
 PP3314'AND 4 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH
 PP3314'OF THE CENTER OF AN EAST-WEST CROSSROAD, 175 FEET WEST OF THE CENTER
 PP3314'OF AN ENTRANCE TO THE ROY MEHRKENS FARMSTEAD, 2.9 FEET WEST OF A
 PP3314'POWER POLE AND 0.8 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 PP3314'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2510 M 1982---, IS
 PP3314'FASTENED TO THE TOP OF A 24.5 FOOT LONG ALUMINUM ALLOY ROD AND IS
 PP3314'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS MAGNETIC.
 PP3314
 PP3314                          STATION RECOVERY (2009)
 PP3314
 PP3314'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3314'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3311 ***********************************************************************
 PP3311  DESIGNATION -  2510 Q
 PP3311  PID         -  PP3311
 PP3311  STATE/COUNTY-  MN/GOODHUE
 PP3311  COUNTRY     -  US
 PP3311  USGS QUAD   -  GOODHUE EAST (1968)
 PP3311
 PP3311                         *CURRENT SURVEY CONTROL
 PP3311  ______________________________________________________________________
 PP3311* NAD 83(1986) POSITION- 44 23 54.00   (N) 092 37 19.00   (W)   HD_HELD1  
 PP3311* NAVD 88 ORTHO HEIGHT -   338.929  (meters)    1111.97  (feet) ADJUSTED  
 PP3311  ______________________________________________________________________
 PP3311  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 PP3311  DYNAMIC HEIGHT  -        338.871 (meters)     1111.78  (feet) COMP
 PP3311  MODELED GRAVITY -    980,435.3   (mgal)                       NAVD 88
 PP3311
 PP3311  VERT ORDER      -  SECOND    CLASS I
 PP3311
 PP3311.The horizontal coordinates were established by differentially corrected
 PP3311.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3311.
 PP3311.The orthometric height was determined by differential leveling and
 PP3311.adjusted in June 1995.
 PP3311
 PP3311.The dynamic height is computed by dividing the NAVD 88
 PP3311.geopotential number by the normal gravity value computed on the
 PP3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3311.degrees latitude (g = 980.6199 gals.).
 PP3311
 PP3311.The modeled gravity was interpolated from observed gravity values.
 PP3311
 PP3311;                    North         East    Units  Estimated Accuracy
 PP3311;SPC MN S     -   256,295.9     909,772.9     MT  (+/- 3 meters HH1 GPS) 
 PP3311
 PP3311                          SUPERSEDED SURVEY CONTROL
 PP3311
 PP3311.No superseded survey control is available for this station.
 PP3311
 PP3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3010616185(NAD 83)
 PP3311
 PP3311_MARKER: DV = VERTICAL CONTROL DISK
 PP3311_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3311_SP_SET: ALUMINUM ALLOY ROD
 PP3311_STAMPING: 2510 Q 1982
 PP3311_MARK LOGO: MNDT  
 PP3311_PROJECTION: FLUSH
 PP3311_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3311+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3311
 PP3311  HISTORY     - Date     Condition        Report By
 PP3311  HISTORY     - 1982     MONUMENTED       MNDT
 PP3311  HISTORY     - 1985     GOOD             MNDT
 PP3311  HISTORY     - 20050627 GOOD             GEOCAC
 PP3311  HISTORY     - 20090625 GOOD             MNDT
 PP3311
 PP3311                          STATION DESCRIPTION
 PP3311
 PP3311'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3311'IN GOODHUE.
 PP3311'THE MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF GOODHUE NEAR
 PP3311'THE INTERSECTION OF COUNTY ROAD 9 AND BROADWAY STREET AND IN THE
 PP3311'SOUTHWEST 1/4 OF SECTION 21, T111N, R15W.  THE MARK IS 168 FEET NORTH
 PP3311'OF AND 1 FOOT LOWER THAN THE CENTER OF THE COUNTY ROAD, 31.0 FEET
 PP3311'WEST OF THE CENTERLINE OF THE STREET, 109 FEET NORTH OF A FIRE
 PP3311'HYDRANT, 122 FEET SOUTH OF A POWER POLE WITH MULTIPLE TRANSFORMERS,
 PP3311'2.5 FEET SOUTHEAST OF A POWER POLE AND 1.0 FEET EAST OF A STEEL
 PP3311'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3311'STAMPED---2510 Q 1982---,IS FASTENED TO THE TOP OF A 19 FOOT LONG
 PP3311'DRIVEN ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS
 PP3311'MAGNETIC.
 PP3311
 PP3311                          STATION RECOVERY (1985)
 PP3311
 PP3311'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PP3311'RECOVERED IN GOOD CONDITION.
 PP3311
 PP3311                          STATION RECOVERY (2005)
 PP3311
 PP3311'RECOVERY NOTE BY GEOCACHING 2005 (SRK)
 PP3311'RECOVERED IN GOOD CONDITION.
 PP3311
 PP3311                          STATION RECOVERY (2009)
 PP3311
 PP3311'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3311'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3331 ***********************************************************************
 PP3331  DESIGNATION -  2510 S
 PP3331  PID         -  PP3331
 PP3331  STATE/COUNTY-  MN/GOODHUE
 PP3331  COUNTRY     -  US
 PP3331  USGS QUAD   -  GOODHUE EAST (1968)
 PP3331
 PP3331                         *CURRENT SURVEY CONTROL
 PP3331  ______________________________________________________________________
 PP3331* NAD 83(1986) POSITION- 44 25 10.00   (N) 092 37 18.00   (W)   HD_HELD1  
 PP3331* NAVD 88 ORTHO HEIGHT -   345.154  (meters)    1132.39  (feet) ADJUSTED  
 PP3331  ______________________________________________________________________
 PP3331  GEOID HEIGHT    -        -30.04  (meters)                     GEOID09
 PP3331  DYNAMIC HEIGHT  -        345.095 (meters)     1132.20  (feet) COMP
 PP3331  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 PP3331
 PP3331  VERT ORDER      -  SECOND    CLASS I
 PP3331
 PP3331.The horizontal coordinates were established by differentially corrected
 PP3331.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3331.
 PP3331.The orthometric height was determined by differential leveling and
 PP3331.adjusted in June 1995.
 PP3331
 PP3331.The dynamic height is computed by dividing the NAVD 88
 PP3331.geopotential number by the normal gravity value computed on the
 PP3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3331.degrees latitude (g = 980.6199 gals.).
 PP3331
 PP3331.The modeled gravity was interpolated from observed gravity values.
 PP3331
 PP3331;                    North         East    Units  Estimated Accuracy
 PP3331;SPC MN S     -   258,641.6     909,755.4     MT  (+/- 3 meters HH1 GPS) 
 PP3331
 PP3331                          SUPERSEDED SURVEY CONTROL
 PP3331
 PP3331.No superseded survey control is available for this station.
 PP3331
 PP3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3011818530(NAD 83)
 PP3331
 PP3331_MARKER: DV = VERTICAL CONTROL DISK
 PP3331_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3331_SP_SET: ALUMINUM ALLOY ROD
 PP3331_STAMPING: 2510 S 1984
 PP3331_MARK LOGO: MNDT  
 PP3331_PROJECTION: FLUSH
 PP3331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3331+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3331
 PP3331  HISTORY     - Date     Condition        Report By
 PP3331  HISTORY     - 1984     MONUMENTED       MNDT
 PP3331  HISTORY     - 20090625 GOOD             MNDT
 PP3331
 PP3331                          STATION DESCRIPTION
 PP3331
 PP3331'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3331'1.3 MI NORTH FROM GOODHUE.
 PP3331'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTH OF THE CITY OF GOODHUE IN
 PP3331'THE SOUTHWEST 1/4 OF SECTION 16, T111N, R15W, 1.45 MILES NORTH ALONG
 PP3331'TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN GOODHUE AT
 PP3331'MILEPOINT 10.6, 96.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 PP3331'OF THE HIGHWAY, 49.0 FEET WEST OF A POWER POLE, 0.9 FEET NORTH OF A
 PP3331'FENCE LINE, AND 0.9 FEET EAST OF A STEEL WITNESS POST.  THE MARK A
 PP3331'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2510
 PP3331'S 1984---, IS FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH
 PP3331'DIAMETER BY 20 FOOT LONG ALLUMINUM ALLOY ROD AND IS FLUSH WITH THE
 PP3331'GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PP3331
 PP3331                          STATION RECOVERY (2009)
 PP3331
 PP3331'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3331'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3332 ***********************************************************************
 PP3332  DESIGNATION -  2510 T
 PP3332  PID         -  PP3332
 PP3332  STATE/COUNTY-  MN/GOODHUE
 PP3332  COUNTRY     -  US
 PP3332  USGS QUAD   -  GOODHUE EAST (1968)
 PP3332
 PP3332                         *CURRENT SURVEY CONTROL
 PP3332  ______________________________________________________________________
 PP3332* NAD 83(1986) POSITION- 44 25 46.00   (N) 092 37 09.00   (W)   HD_HELD1  
 PP3332* NAVD 88 ORTHO HEIGHT -   343.861  (meters)    1128.15  (feet) ADJUSTED  
 PP3332  ______________________________________________________________________
 PP3332  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 PP3332  DYNAMIC HEIGHT  -        343.803 (meters)     1127.96  (feet) COMP
 PP3332  MODELED GRAVITY -    980,438.2   (mgal)                       NAVD 88
 PP3332
 PP3332  VERT ORDER      -  SECOND    CLASS I
 PP3332
 PP3332.The horizontal coordinates were established by differentially corrected
 PP3332.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3332.
 PP3332.The orthometric height was determined by differential leveling and
 PP3332.adjusted in June 1995.
 PP3332
 PP3332.The dynamic height is computed by dividing the NAVD 88
 PP3332.geopotential number by the normal gravity value computed on the
 PP3332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3332.degrees latitude (g = 980.6199 gals.).
 PP3332
 PP3332.The modeled gravity was interpolated from observed gravity values.
 PP3332
 PP3332;                    North         East    Units  Estimated Accuracy
 PP3332;SPC MN S     -   259,755.9     909,935.7     MT  (+/- 3 meters HH1 GPS) 
 PP3332
 PP3332                          SUPERSEDED SURVEY CONTROL
 PP3332
 PP3332.No superseded survey control is available for this station.
 PP3332
 PP3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3031119642(NAD 83)
 PP3332
 PP3332_MARKER: DB = BENCH MARK DISK
 PP3332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3332_SP_SET: ALUMINUM ALLOY ROD
 PP3332_STAMPING: 2510 T 1984
 PP3332_MARK LOGO: MNDT  
 PP3332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3332
 PP3332  HISTORY     - Date     Condition        Report By
 PP3332  HISTORY     - 1984     MONUMENTED       MNDT
 PP3332  HISTORY     - 20090625 MARK NOT FOUND   MNDT
 PP3332
 PP3332                          STATION DESCRIPTION
 PP3332
 PP3332'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3332'2.0 MI NORTH FROM GOODHUE.
 PP3332'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE CITY OF GOODHUE IN THE
 PP3332'SOUTHEAST 1/4 OF SECTION 9, T111N, R15W, 2.2 MILES NORTH ALONG TRUNK
 PP3332'HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN GOODHUE AT HIGHWAY
 PP3332'58 MILEPOINT 11.35, 110.0 FEET SOUTHEAST OF AND ABOUT 5 FEET HIGHER
 PP3332'THAN THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT EAST OF A FENCE LINE,
 PP3332'AND 1.1 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP3332'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2510 T
 PP3332'1984---, IS FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH
 PP3332'DIAMETER BY 17 FOOT LONG ALUMINUM ALLOY ROD.  A MAGNET IN THE DISK
 PP3332'MAKES THE MARK MAGNETIC.
 PP3332
 PP3332                          STATION RECOVERY (2009)
 PP3332
 PP3332'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3332'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3333 ***********************************************************************
 PP3333  DESIGNATION -  2510 U
 PP3333  PID         -  PP3333
 PP3333  STATE/COUNTY-  MN/GOODHUE
 PP3333  COUNTRY     -  US
 PP3333  USGS QUAD   -  GOODHUE EAST (1968)
 PP3333
 PP3333                         *CURRENT SURVEY CONTROL
 PP3333  ______________________________________________________________________
 PP3333* NAD 83(1986) POSITION- 44 26 13.20   (N) 092 36 40.80   (W)   HD_HELD1  
 PP3333* NAVD 88 ORTHO HEIGHT -   345.678  (meters)    1134.11  (feet) ADJUSTED  
 PP3333  ______________________________________________________________________
 PP3333  GEOID HEIGHT    -        -30.06  (meters)                     GEOID09
 PP3333  DYNAMIC HEIGHT  -        345.620 (meters)     1133.92  (feet) COMP
 PP3333  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 PP3333
 PP3333  VERT ORDER      -  SECOND    CLASS I
 PP3333
 PP3333.The horizontal coordinates were established by differentially corrected
 PP3333.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3333.
 PP3333.The orthometric height was determined by differential leveling and
 PP3333.adjusted in June 1995.
 PP3333
 PP3333.The dynamic height is computed by dividing the NAVD 88
 PP3333.geopotential number by the normal gravity value computed on the
 PP3333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3333.degrees latitude (g = 980.6199 gals.).
 PP3333
 PP3333.The modeled gravity was interpolated from observed gravity values.
 PP3333
 PP3333;                    North         East    Units  Estimated Accuracy
 PP3333;SPC MN S     -   260,605.9     910,545.0     MT  (+/- 3 meters HH1 GPS) 
 PP3333
 PP3333                          SUPERSEDED SURVEY CONTROL
 PP3333
 PP3333.No superseded survey control is available for this station.
 PP3333
 PP3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3093120484(NAD 83)
 PP3333
 PP3333_MARKER: DV = VERTICAL CONTROL DISK
 PP3333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3333_SP_SET: ALUMINUM ALLOY ROD
 PP3333_STAMPING: 2510 U 1984
 PP3333_MARK LOGO: MNDT  
 PP3333_PROJECTION: FLUSH
 PP3333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3333+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3333
 PP3333  HISTORY     - Date     Condition        Report By
 PP3333  HISTORY     - 1984     MONUMENTED       MNDT
 PP3333  HISTORY     - 20090625 GOOD             MNDT
 PP3333
 PP3333                          STATION DESCRIPTION
 PP3333
 PP3333'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3333'2.5 MI NORTH FROM GOODHUE.
 PP3333'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE CITY OF GOODHUE IN
 PP3333'THE SOUTHEAST 1/4 OF SECTION 9, T111N, R15W, 2.8 MILES NORTH ALONG
 PP3333'TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN GOODHUE AT
 PP3333'HIGHWAY 58 MILEPOINT 11.9, 154.0 FEET SOUTHEAST OF AND ABOUT 4 FEET
 PP3333'HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 141.4 FEET EAST OF A POWER
 PP3333'POLE, 1.5 FEET WEST OF A FENCE LINE, AND 1.5 FEET SOUTH OF A STEEL
 PP3333'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3333'MONUMENT DISK STAMPED---2510 U 1984---, IS FASTENED TO THE TOP OF A
 PP3333'DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 15 FOOT LONG ALLUMINUM ALLOY
 PP3333'ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PP3333'MARK MAGNETIC.
 PP3333
 PP3333                          STATION RECOVERY (2009)
 PP3333
 PP3333'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3333'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3334 ***********************************************************************
 PP3334  DESIGNATION -  2510 V
 PP3334  PID         -  PP3334
 PP3334  STATE/COUNTY-  MN/GOODHUE
 PP3334  COUNTRY     -  US
 PP3334  USGS QUAD   -  GOODHUE EAST (1968)
 PP3334
 PP3334                         *CURRENT SURVEY CONTROL
 PP3334  ______________________________________________________________________
 PP3334* NAD 83(1986) POSITION- 44 26 29.00   (N) 092 36 08.00   (W)   HD_HELD1  
 PP3334* NAVD 88 ORTHO HEIGHT -   354.544  (meters)    1163.20  (feet) ADJUSTED  
 PP3334  ______________________________________________________________________
 PP3334  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 PP3334  DYNAMIC HEIGHT  -        354.484 (meters)     1163.00  (feet) COMP
 PP3334  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 PP3334
 PP3334  VERT ORDER      -  SECOND    CLASS I
 PP3334
 PP3334.The horizontal coordinates were established by differentially corrected
 PP3334.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3334.
 PP3334.The orthometric height was determined by differential leveling and
 PP3334.adjusted in June 1995.
 PP3334
 PP3334.The dynamic height is computed by dividing the NAVD 88
 PP3334.geopotential number by the normal gravity value computed on the
 PP3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3334.degrees latitude (g = 980.6199 gals.).
 PP3334
 PP3334.The modeled gravity was interpolated from observed gravity values.
 PP3334
 PP3334;                    North         East    Units  Estimated Accuracy
 PP3334;SPC MN S     -   261,105.8     911,261.9     MT  (+/- 3 meters HH1 GPS) 
 PP3334
 PP3334                          SUPERSEDED SURVEY CONTROL
 PP3334
 PP3334.No superseded survey control is available for this station.
 PP3334
 PP3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3165420975(NAD 83)
 PP3334
 PP3334_MARKER: DB = BENCH MARK DISK
 PP3334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3334_SP_SET: ALUMINUM ALLOY ROD
 PP3334_STAMPING: 2510 V 1984
 PP3334_MARK LOGO: MNDT  
 PP3334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3334
 PP3334  HISTORY     - Date     Condition        Report By
 PP3334  HISTORY     - 1984     MONUMENTED       MNDT
 PP3334  HISTORY     - 20090625 MARK NOT FOUND   MNDT
 PP3334
 PP3334                          STATION DESCRIPTION
 PP3334
 PP3334'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3334'2.8 MI NNE FROM GOODHUE.
 PP3334'THE MARK IS LOCATED ABOUT 2-3/4 MILES NORTH-NORTHEAST OF THE CITY OF
 PP3334'NORTH ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN
 PP3334'GOODHUE AT HIGHWAY 58 MILEPOINT 12.4, 144.0 FEET SOUTHEAST OF THE
 PP3334'CENTERLINE OF HIGHWAY 58, 54.0 FEET NORTH OF AND ABOUT 1 FOOT LOWER
 PP3334'THAN THE CENTER OF A GRAVEL ROAD, 2.2 FEET SOUTH OF POWER POLE NUMBER
 PP3334'25, 18.4 FEET SOUTHWEST OF A RIGHT-OF-WAY POST, AND 1.7 FEET NORTH OF
 PP3334'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3334'CONTROL MONUMENT DISK STAMPED---2510 V 1984---, IS FASTENED TO THE
 PP3334'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 20 FOOT LONG
 PP3334'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE
 PP3334'DISK MAKES THE MARK MAGNETIC.
 PP3334
 PP3334                          STATION RECOVERY (2009)
 PP3334
 PP3334'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3334'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3335 ***********************************************************************
 PP3335  DESIGNATION -  2510 W
 PP3335  PID         -  PP3335
 PP3335  STATE/COUNTY-  MN/GOODHUE
 PP3335  COUNTRY     -  US
 PP3335  USGS QUAD   -  GOODHUE EAST (1968)
 PP3335
 PP3335                         *CURRENT SURVEY CONTROL
 PP3335  ______________________________________________________________________
 PP3335* NAD 83(1986) POSITION- 44 26 49.00   (N) 092 35 41.00   (W)   HD_HELD1  
 PP3335* NAVD 88 ORTHO HEIGHT -   345.033  (meters)    1132.00  (feet) ADJUSTED  
 PP3335  ______________________________________________________________________
 PP3335  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 PP3335  DYNAMIC HEIGHT  -        344.976 (meters)     1131.81  (feet) COMP
 PP3335  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 PP3335
 PP3335  VERT ORDER      -  SECOND    CLASS I
 PP3335
 PP3335.The horizontal coordinates were established by differentially corrected
 PP3335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3335.
 PP3335.The orthometric height was determined by differential leveling and
 PP3335.adjusted in June 1995.
 PP3335
 PP3335.The dynamic height is computed by dividing the NAVD 88
 PP3335.geopotential number by the normal gravity value computed on the
 PP3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3335.degrees latitude (g = 980.6199 gals.).
 PP3335
 PP3335.The modeled gravity was interpolated from observed gravity values.
 PP3335
 PP3335;                    North         East    Units  Estimated Accuracy
 PP3335;SPC MN S     -   261,733.2     911,848.2     MT  (+/- 3 meters HH1 GPS) 
 PP3335
 PP3335                          SUPERSEDED SURVEY CONTROL
 PP3335
 PP3335.No superseded survey control is available for this station.
 PP3335
 PP3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3224721595(NAD 83)
 PP3335
 PP3335_MARKER: DV = VERTICAL CONTROL DISK
 PP3335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3335_SP_SET: ALUMINUM ALLOY ROD
 PP3335_STAMPING: 2510 W 1984
 PP3335_MARK LOGO: MNDT  
 PP3335_PROJECTION: FLUSH
 PP3335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3335+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3335
 PP3335  HISTORY     - Date     Condition        Report By
 PP3335  HISTORY     - 1984     MONUMENTED       MNDT
 PP3335  HISTORY     - 20090625 GOOD             MNDT
 PP3335
 PP3335                          STATION DESCRIPTION
 PP3335
 PP3335'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3335'3.2 MI NNE FROM GOODHUE.
 PP3335'THE MARK IS LOCATED ABOUT 3-1/4 MILES NORTH-NORTHEAST OF THE CITY OF
 PP3335'GOODHUE IN THE SOUTHEAST 1/4 OF SECTION 3, T111N, R15W, 3.8 MILES
 PP3335'NORTH ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN
 PP3335'GOODHUE AT HIGHWAY 58 MILEPOINT 12.9, 98.5 FEET SOUTHEAST OF AND
 PP3335'ABOUT 6 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY, 1.8 FEET
 PP3335'NORTHWEST OF A POWER POLE WITH A GUY WIRE, AND 1.1 FEET NORTH OF A
 PP3335'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3335'CONTROL MONUMENT DISK STAMPED---2510 W 1984---, IS FASTENED TO THE
 PP3335'TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 30 FOOT LONG
 PP3335'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE
 PP3335'DISK MAKES THE MARK MAGNETIC.
 PP3335
 PP3335                          STATION RECOVERY (2009)
 PP3335
 PP3335'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3335'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3336 ***********************************************************************
 PP3336  DESIGNATION -  2510 X
 PP3336  PID         -  PP3336
 PP3336  STATE/COUNTY-  MN/GOODHUE
 PP3336  COUNTRY     -  US
 PP3336  USGS QUAD   -  GOODHUE EAST (1968)
 PP3336
 PP3336                         *CURRENT SURVEY CONTROL
 PP3336  ______________________________________________________________________
 PP3336* NAD 83(1986) POSITION- 44 27 09.00   (N) 092 35 11.00   (W)   HD_HELD1  
 PP3336* NAVD 88 ORTHO HEIGHT -   327.418  (meters)    1074.20  (feet) ADJUSTED  
 PP3336  ______________________________________________________________________
 PP3336  GEOID HEIGHT    -        -30.10  (meters)                     GEOID09
 PP3336  DYNAMIC HEIGHT  -        327.364 (meters)     1074.03  (feet) COMP
 PP3336  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 PP3336
 PP3336  VERT ORDER      -  SECOND    CLASS I
 PP3336
 PP3336.The horizontal coordinates were established by differentially corrected
 PP3336.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3336.
 PP3336.The orthometric height was determined by differential leveling and
 PP3336.adjusted in June 1995.
 PP3336
 PP3336.The dynamic height is computed by dividing the NAVD 88
 PP3336.geopotential number by the normal gravity value computed on the
 PP3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3336.degrees latitude (g = 980.6199 gals.).
 PP3336
 PP3336.The modeled gravity was interpolated from observed gravity values.
 PP3336
 PP3336;                    North         East    Units  Estimated Accuracy
 PP3336;SPC MN S     -   262,361.9     912,500.8     MT  (+/- 3 meters HH1 GPS) 
 PP3336
 PP3336                          SUPERSEDED SURVEY CONTROL
 PP3336
 PP3336.No superseded survey control is available for this station.
 PP3336
 PP3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3290722216(NAD 83)
 PP3336
 PP3336_MARKER: DV = VERTICAL CONTROL DISK
 PP3336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3336_SP_SET: ALUMINUM ALLOY ROD
 PP3336_STAMPING: 2510 X 1984
 PP3336_MARK LOGO: MNDT  
 PP3336_PROJECTION: FLUSH
 PP3336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3336+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3336
 PP3336  HISTORY     - Date     Condition        Report By
 PP3336  HISTORY     - 1984     MONUMENTED       MNDT
 PP3336  HISTORY     - 20090625 GOOD             MNDT
 PP3336
 PP3336                          STATION DESCRIPTION
 PP3336
 PP3336'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3336'3.7 MI NNE FROM GOODHUE.
 PP3336'THE MARK IS LOCATED ABOUT 3-3/4 MILES NORTH-NORTHEAST OF THE CITY OF
 PP3336'GOODHUE IN THE NORTHWEST 1/4 OF SECTION 2, T111N, R15W, 4.45 MILES
 PP3336'NORTH ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN
 PP3336'GOODHUE AT HIGHWAY 58 MILEPOINT 13.6, 103.5 FEET SOUTHEAST OF AND
 PP3336'ABOUT 7 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY, 50.0 FEET
 PP3336'SOUTHEAST OF A FENCE LINE, 9.0 FEET EAST OF A FIELD LINE, AND 1.1
 PP3336'FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3336'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2510 X 1984---, IS
 PP3336'FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 18
 PP3336'FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET
 PP3336'IN THE DISK MAKES THE MARK MAGNETIC.
 PP3336
 PP3336                          STATION RECOVERY (2009)
 PP3336
 PP3336'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3336'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3337 ***********************************************************************
 PP3337  DESIGNATION -  2510 Y
 PP3337  PID         -  PP3337
 PP3337  STATE/COUNTY-  MN/GOODHUE
 PP3337  COUNTRY     -  US
 PP3337  USGS QUAD   -  GOODHUE EAST (1968)
 PP3337
 PP3337                         *CURRENT SURVEY CONTROL
 PP3337  ______________________________________________________________________
 PP3337* NAD 83(1986) POSITION- 44 27 21.00   (N) 092 34 44.00   (W)   HD_HELD1  
 PP3337* NAVD 88 ORTHO HEIGHT -   317.467  (meters)    1041.56  (feet) ADJUSTED  
 PP3337  ______________________________________________________________________
 PP3337  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 PP3337  DYNAMIC HEIGHT  -        317.415 (meters)     1041.39  (feet) COMP
 PP3337  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 PP3337
 PP3337  VERT ORDER      -  SECOND    CLASS I
 PP3337
 PP3337.The horizontal coordinates were established by differentially corrected
 PP3337.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3337.
 PP3337.The orthometric height was determined by differential leveling and
 PP3337.adjusted in June 1995.
 PP3337
 PP3337.The dynamic height is computed by dividing the NAVD 88
 PP3337.geopotential number by the normal gravity value computed on the
 PP3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3337.degrees latitude (g = 980.6199 gals.).
 PP3337
 PP3337.The modeled gravity was interpolated from observed gravity values.
 PP3337
 PP3337;                    North         East    Units  Estimated Accuracy
 PP3337;SPC MN S     -   262,742.6     913,091.2     MT  (+/- 3 meters HH1 GPS) 
 PP3337
 PP3337                          SUPERSEDED SURVEY CONTROL
 PP3337
 PP3337.No superseded survey control is available for this station.
 PP3337
 PP3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3350222589(NAD 83)
 PP3337
 PP3337_MARKER: DV = VERTICAL CONTROL DISK
 PP3337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3337_SP_SET: ALUMINUM ALLOY ROD
 PP3337_STAMPING: 2510 Y 1984
 PP3337_MARK LOGO: MNDT  
 PP3337_PROJECTION: RECESSED 5 CENTIMETERS
 PP3337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3337+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2009
 PP3337
 PP3337  HISTORY     - Date     Condition        Report By
 PP3337  HISTORY     - 1984     MONUMENTED       MNDT
 PP3337  HISTORY     - 20090625 GOOD             MNDT
 PP3337
 PP3337                          STATION DESCRIPTION
 PP3337
 PP3337'DESCRIBED BY MN DEPT OF TRANSP 1984
 PP3337'4.1 MI NNE FROM GOODHUE.
 PP3337'THE MARK IS LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF THE CITY OF
 PP3337'GOODHUE IN THE NORTHEAST 1/4 OF SECTION 2, T111N, R15W, 4.85 MILES
 PP3337'NORTH ALONG TRUNK HIGHWAY 58 FROM ITS JUNCTION WITH COUNTY ROAD 9 IN
 PP3337'GOODHUE AT HIGHWAY 58 MILEPOINT 14.0, ABOUT 250 FEET SOUTHEAST OF THE
 PP3337'CENTERLINE OF THE HIGHWAY, 26.5 SOUTH OF THE CENTER OF A FARM
 PP3337'ENTRANCE, 1.7 FEET NORTHWEST OF A POWER POLE, AND 0.8 FOOT NORTH OF A
 PP3337'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3337'CONTROL MONUMENT DISK STAMPED---2510 Y 1984---,IS FASTENED TO THE TOP
 PP3337'OF A DRIVEN (TO REFUSAL) 5/8 INCH DIAMETER BY 25 FOOT LONG ALUMINUM
 PP3337'ALLOY ROD AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES
 PP3337'THE MARK MAGNETIC.
 PP3337
 PP3337                          STATION RECOVERY (2009)
 PP3337
 PP3337'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP3337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1663 ***********************************************************************
 PP1663  DESIGNATION -  2511 2
 PP1663  PID         -  PP1663
 PP1663  STATE/COUNTY-  MN/GOODHUE
 PP1663  COUNTRY     -  US
 PP1663  USGS QUAD   -  NERSTRAND (1960)
 PP1663
 PP1663                         *CURRENT SURVEY CONTROL
 PP1663  ______________________________________________________________________
 PP1663* NAD 83(1986) POSITION- 44 16 24.00   (N) 093 02 25.00   (W)   HD_HELD1  
 PP1663* NAVD 88 ORTHO HEIGHT -   365.900  (meters)    1200.46  (feet) ADJUSTED  
 PP1663  ______________________________________________________________________
 PP1663  GEOID HEIGHT    -        -28.72  (meters)                     GEOID09
 PP1663  DYNAMIC HEIGHT  -        365.846 (meters)     1200.28  (feet) COMP
 PP1663  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 PP1663
 PP1663  VERT ORDER      -  SECOND    CLASS 0
 PP1663
 PP1663.The horizontal coordinates were established by differentially corrected
 PP1663.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1663.
 PP1663.The orthometric height was determined by differential leveling and
 PP1663.adjusted in June 1991.
 PP1663
 PP1663.The dynamic height is computed by dividing the NAVD 88
 PP1663.geopotential number by the normal gravity value computed on the
 PP1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1663.degrees latitude (g = 980.6199 gals.).
 PP1663
 PP1663.The modeled gravity was interpolated from observed gravity values.
 PP1663
 PP1663;                    North         East    Units  Estimated Accuracy
 PP1663;SPC MN S     -   241,931.5     876,614.3     MT  (+/- 3 meters HH1 GPS) 
 PP1663
 PP1663                          SUPERSEDED SURVEY CONTROL
 PP1663
 PP1663  NGVD 29 (??/??/92)  365.882  (m)         1200.40   (f) ADJ UNCH    2 0
 PP1663
 PP1663.Superseded values are not recommended for survey control.
 PP1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1663.See file dsdata.txt to determine how the superseded data were derived.
 PP1663
 PP1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9678502232(NAD 83)
 PP1663
 PP1663_MARKER: DD = SURVEY DISK
 PP1663_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1663+WITH SETTING: INTO GROUND
 PP1663_STAMPING: 2511-2 1972
 PP1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1663+STABILITY: SURFACE MOTION
 PP1663
 PP1663  HISTORY     - Date     Condition        Report By
 PP1663  HISTORY     - 1972     MONUMENTED       MNDT
 PP1663  HISTORY     - 20090609 MARK NOT FOUND   MNDT
 PP1663
 PP1663                          STATION DESCRIPTION
 PP1663
 PP1663'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1663'2.8 MI W FROM KENYON.
 PP1663'MARK IS LOCATED 2.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1663'60 AND T.H. 56 IN KENYON, AT THE RICE-GOODHUE COUNTY LINE, 200 FEET
 PP1663'NORTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 160.5, 42 FEET EAST
 PP1663'OF THE CENTERLINE OF THE COUNTY LINE ROAD, 1 FOOT WEST OF A
 PP1663'NORTH-SOUTH FENCE LINE, 0.6 FEET SOUTH OF A STEEL WITNESS POST,
 PP1663'FASTENED TO THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE
 PP1663'GROUND.  SW 1/4 SECTION 6, T 109N, R 18W.
 PP1663
 PP1663                          STATION RECOVERY (2009)
 PP1663
 PP1663'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1663'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1662 ***********************************************************************
 PP1662  DESIGNATION -  2511 2 A
 PP1662  PID         -  PP1662
 PP1662  STATE/COUNTY-  MN/GOODHUE
 PP1662  COUNTRY     -  US
 PP1662  USGS QUAD   -  NERSTRAND (1960)
 PP1662
 PP1662                         *CURRENT SURVEY CONTROL
 PP1662  ______________________________________________________________________
 PP1662* NAD 83(1986) POSITION- 44 16 22.     (N) 093 02 21.     (W)   SCALED    
 PP1662* NAVD 88 ORTHO HEIGHT -   366.892  (meters)    1203.71  (feet) ADJUSTED  
 PP1662  ______________________________________________________________________
 PP1662  GEOID HEIGHT    -        -28.72  (meters)                     GEOID09
 PP1662  DYNAMIC HEIGHT  -        366.838 (meters)     1203.53  (feet) COMP
 PP1662  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 PP1662
 PP1662  VERT ORDER      -  SECOND    CLASS 0
 PP1662
 PP1662.The horizontal coordinates were scaled from a topographic map and have
 PP1662.an estimated accuracy of +/- 6 seconds.
 PP1662.
 PP1662.The orthometric height was determined by differential leveling and
 PP1662.adjusted in June 1991.
 PP1662
 PP1662.The dynamic height is computed by dividing the NAVD 88
 PP1662.geopotential number by the normal gravity value computed on the
 PP1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1662.degrees latitude (g = 980.6199 gals.).
 PP1662
 PP1662.The modeled gravity was interpolated from observed gravity values.
 PP1662
 PP1662;                    North         East    Units  Estimated Accuracy
 PP1662;SPC MN S     -   241,870.      876,700.      MT  (+/- 180 meters Scaled)
 PP1662
 PP1662                          SUPERSEDED SURVEY CONTROL
 PP1662
 PP1662  NGVD 29 (??/??/92)  366.874  (m)         1203.65   (f) ADJ UNCH    2 0
 PP1662
 PP1662.Superseded values are not recommended for survey control.
 PP1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1662.See file dsdata.txt to determine how the superseded data were derived.
 PP1662
 PP1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK968021(NAD 83)
 PP1662
 PP1662_MARKER: DD = SURVEY DISK
 PP1662_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1662_SP_SET: CULVERT
 PP1662_STAMPING: 2511-2A 1972
 PP1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1662
 PP1662  HISTORY     - Date     Condition        Report By
 PP1662  HISTORY     - 1972     MONUMENTED       MNDT
 PP1662
 PP1662                          STATION DESCRIPTION
 PP1662
 PP1662'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1662'1.6 MI W FROM KENYON.
 PP1662'MARK IS LOCATED 1.6 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1662'60 AND T.H. 56 IN KENYON, IN THE SOUTHEAST CORNER OF A 4 X 6 FOOT BOX
 PP1662'CULVERT UNDER T.H. 60 AT MILE POINT 160.6, 22 FEET SOUTH OF THE
 PP1662'CENTERLINE OF T.H. 60 AND 31 FEET NORTHWEST OF A TELEPHONE POLE. SW
 PP1662'1/4 SECTION 6, T 109N, R 18W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1661 ***********************************************************************
 PP1661  DESIGNATION -  2511 3
 PP1661  PID         -  PP1661
 PP1661  STATE/COUNTY-  MN/GOODHUE
 PP1661  COUNTRY     -  US
 PP1661  USGS QUAD   -  NERSTRAND (1960)
 PP1661
 PP1661                         *CURRENT SURVEY CONTROL
 PP1661  ______________________________________________________________________
 PP1661* NAD 83(1986) POSITION- 44 16 18.60   (N) 093 01 14.60   (W)   HD_HELD1  
 PP1661* NAVD 88 ORTHO HEIGHT -   363.329  (meters)    1192.02  (feet) ADJUSTED  
 PP1661  ______________________________________________________________________
 PP1661  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 PP1661  DYNAMIC HEIGHT  -        363.274 (meters)     1191.84  (feet) COMP
 PP1661  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 PP1661
 PP1661  VERT ORDER      -  SECOND    CLASS I
 PP1661
 PP1661.The horizontal coordinates were established by differentially corrected
 PP1661.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1661.
 PP1661.The orthometric height was determined by differential leveling and
 PP1661.adjusted in October 2010.
 PP1661
 PP1661.Photographs are available for this station.
 PP1661
 PP1661.The dynamic height is computed by dividing the NAVD 88
 PP1661.geopotential number by the normal gravity value computed on the
 PP1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1661.degrees latitude (g = 980.6199 gals.).
 PP1661
 PP1661.The modeled gravity was interpolated from observed gravity values.
 PP1661
 PP1661;                    North         East    Units  Estimated Accuracy
 PP1661;SPC MN S     -   241,783.3     878,177.3     MT  (+/- 3 meters HH1 GPS) 
 PP1661
 PP1661                          SUPERSEDED SURVEY CONTROL
 PP1661
 PP1661  NAVD 88 (06/15/91)  363.339  (m)         1192.05   (f) SUPERSEDED  2 0
 PP1661  NGVD 29 (??/??/92)  363.319  (m)         1191.99   (f) ADJ UNCH    2 0
 PP1661
 PP1661.Superseded values are not recommended for survey control.
 PP1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1661.See file dsdata.txt to determine how the superseded data were derived.
 PP1661
 PP1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9834602065(NAD 83)
 PP1661
 PP1661_MARKER: DB = BENCH MARK DISK
 PP1661_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 PP1661+WITH SETTING: INTO GROUND
 PP1661_STAMPING: 2511-3 1972
 PP1661_MARK LOGO: MNHD  
 PP1661_PROJECTION: RECESSED 8 CENTIMETERS
 PP1661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1661+STABILITY: SURFACE MOTION
 PP1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1661+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 PP1661
 PP1661  HISTORY     - Date     Condition        Report By
 PP1661  HISTORY     - 1972     MONUMENTED       MNHD
 PP1661  HISTORY     - 20051205 GOOD             MNDT
 PP1661  HISTORY     - 20090609 GOOD             MNDT
 PP1661
 PP1661                          STATION DESCRIPTION
 PP1661
 PP1661'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1661'1.8 MI W FROM KENYON.
 PP1661'MARK IS LOCATED 1.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1661'60 AND T.H. 56 IN KENYON, 198 FEET NORTH OF THE CENTERLINE OF T.H. 60
 PP1661'AT MILE POINT 161.3, 41 FEET WEST OF A TOWNSHIP ROAD, 41 FEET SOUTH OF
 PP1661'A TELEPHONE POLE, 0.8 FEET SOUTH OF A STEEL WITNESS POST, FASTENED TO
 PP1661'THE TOP OF A 10 FOOT STEEL POST DRIVEN FLUSH WITH THE GROUND. SW 1/4
 PP1661'SECTION 5, T 109N, R 18W.
 PP1661
 PP1661                          STATION RECOVERY (2005)
 PP1661
 PP1661'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1661'1.8 MI (2.9 KM) WEST FROM KENYON, 1.8 MI (2.9 KM) WEST ALONG TRUNK
 PP1661'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 PP1661'AT KENYON, 198 FT (60.4 M) NORTH OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY
 PP1661'60 MILE POINT 161.85.
 PP1661' 
 PP1661'IT IS 41 FT (12.5 M) WEST OF TOWNSHIP 10TH AVENUE ROAD, 41 FT (12.5 M)
 PP1661'SOUTH OF TELEPHONE POLE, 0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
 PP1661
 PP1661                          STATION RECOVERY (2009)
 PP1661
 PP1661'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1661'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1660 ***********************************************************************
 PP1660  DESIGNATION -  2511 4
 PP1660  PID         -  PP1660
 PP1660  STATE/COUNTY-  MN/GOODHUE
 PP1660  COUNTRY     -  US
 PP1660  USGS QUAD   -  NERSTRAND (1960)
 PP1660
 PP1660                         *CURRENT SURVEY CONTROL
 PP1660  ______________________________________________________________________
 PP1660* NAD 83(1986) POSITION- 44 16 17.10   (N) 093 00 39.90   (W)   HD_HELD1  
 PP1660* NAVD 88 ORTHO HEIGHT -   352.499  (meters)    1156.49  (feet) ADJUSTED  
 PP1660  ______________________________________________________________________
 PP1660  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 PP1660  DYNAMIC HEIGHT  -        352.445 (meters)     1156.31  (feet) COMP
 PP1660  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PP1660
 PP1660  VERT ORDER      -  SECOND    CLASS I
 PP1660
 PP1660.The horizontal coordinates were established by differentially corrected
 PP1660.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1660.
 PP1660.The orthometric height was determined by differential leveling and
 PP1660.adjusted in June 1991.
 PP1660
 PP1660.Photographs are available for this station.
 PP1660
 PP1660.The dynamic height is computed by dividing the NAVD 88
 PP1660.geopotential number by the normal gravity value computed on the
 PP1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1660.degrees latitude (g = 980.6199 gals.).
 PP1660
 PP1660.The modeled gravity was interpolated from observed gravity values.
 PP1660
 PP1660;                    North         East    Units  Estimated Accuracy
 PP1660;SPC MN S     -   241,746.3     878,947.3     MT  (+/- 3 meters HH1 GPS) 
 PP1660
 PP1660                          SUPERSEDED SURVEY CONTROL
 PP1660
 PP1660  NGVD 29 (??/??/92)  352.479  (m)         1156.42   (f) ADJ UNCH    2 0
 PP1660
 PP1660.Superseded values are not recommended for survey control.
 PP1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1660.See file dsdata.txt to determine how the superseded data were derived.
 PP1660
 PP1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9911502019(NAD 83)
 PP1660
 PP1660_MARKER: DB = BENCH MARK DISK
 PP1660_SETTING: 0 = UNSPECIFIED SETTING
 PP1660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1660_STAMPING: 2511-4 1972
 PP1660_MARK LOGO: MNHD  
 PP1660_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1660+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 PP1660
 PP1660  HISTORY     - Date     Condition        Report By
 PP1660  HISTORY     - 1972     MONUMENTED       MNHD
 PP1660  HISTORY     - 20051205 GOOD             MNDT
 PP1660  HISTORY     - 20090610 GOOD             MNDT
 PP1660
 PP1660                          STATION DESCRIPTION
 PP1660
 PP1660'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1660'1.3 MI W FROM KENYON.
 PP1660'MARK IS LOCATED 1.3 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP1660'56 AND T.H. 60 IN KENYON, ON THE WEST EDGE OF A LUTHERAN CHURCH YARD,
 PP1660'87 FEET SOUTH OF THE CENTERLINE OF T.H. 60 OF MILE POINT 161.9, 60
 PP1660'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SCHOOL, 0.8 FEET EAST OF A
 PP1660'NORTH-SOUTH FENCE LINE, 0.6 FEET NORTH OF A STEEL WITNESS POST, IN THE
 PP1660'TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION
 PP1660'5, T 109N, R 18W.
 PP1660
 PP1660                          STATION RECOVERY (2005)
 PP1660
 PP1660'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1660'1.3 MI (2.1 KM) WEST FROM KENYON, 1.3 MI (2.1 KM) WEST ALONG TRUNK
 PP1660'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56
 PP1660'AT KENYON, AT TRUNK HIGHWAY 60 MILE POINT 162.90, AT WEST EDGE OF
 PP1660'LUTHERAN CHURCH YARD.
 PP1660' 
 PP1660'IT IS 87.0 FT (26.5 M) SOUTH OF TRUNK HIGHWAY 60, 60 FT (18.3 M)
 PP1660'NORTHWEST OF THE NORTHWEST CORNER OF SCHOOL, 0.8 FT (24 CM) EAST OF A
 PP1660'NORTH-SOUTH FENCE LINE, 0.6 FT (18 CM) NORTH OF A WITNESS POST.
 PP1660
 PP1660                          STATION RECOVERY (2009)
 PP1660
 PP1660'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP1660'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3414 ***********************************************************************
 DM3414  DESIGNATION -  2511 A
 DM3414  PID         -  DM3414
 DM3414  STATE/COUNTY-  MN/GOODHUE
 DM3414  COUNTRY     -  US
 DM3414  USGS QUAD   -  WANAMINGO (1980)
 DM3414
 DM3414                         *CURRENT SURVEY CONTROL
 DM3414  ______________________________________________________________________
 DM3414* NAD 83(1986) POSITION- 44 17 50.     (N) 092 46 34.     (W)   SCALED    
 DM3414* NAVD 88 ORTHO HEIGHT -   315.882  (meters)    1036.36  (feet) ADJUSTED  
 DM3414  ______________________________________________________________________
 DM3414  GEOID HEIGHT    -        -29.67  (meters)                     GEOID09
 DM3414  DYNAMIC HEIGHT  -        315.825 (meters)     1036.17  (feet) COMP
 DM3414  MODELED GRAVITY -    980,431.3   (mgal)                       NAVD 88
 DM3414
 DM3414  VERT ORDER      -  SECOND    CLASS I
 DM3414
 DM3414.The horizontal coordinates were scaled from a topographic map and have
 DM3414.an estimated accuracy of +/- 6 seconds.
 DM3414.
 DM3414.The orthometric height was determined by differential leveling and
 DM3414.adjusted in October 2010.
 DM3414
 DM3414.The dynamic height is computed by dividing the NAVD 88
 DM3414.geopotential number by the normal gravity value computed on the
 DM3414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3414.degrees latitude (g = 980.6199 gals.).
 DM3414
 DM3414.The modeled gravity was interpolated from observed gravity values.
 DM3414
 DM3414;                    North         East    Units  Estimated Accuracy
 DM3414;SPC MN S     -   244,870.      897,660.      MT  (+/- 180 meters Scaled)
 DM3414
 DM3414                          SUPERSEDED SURVEY CONTROL
 DM3414
 DM3414.No superseded survey control is available for this station.
 DM3414
 DM3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK178049(NAD 83)
 DM3414
 DM3414_MARKER: DD = SURVEY DISK
 DM3414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3414_STAMPING: 2511 A 2006
 DM3414_MARK LOGO: MNDT  
 DM3414_PROJECTION: FLUSH
 DM3414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3414+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM3414_ROD/PIPE-DEPTH:  6.1 meters
 DM3414
 DM3414  HISTORY     - Date     Condition        Report By
 DM3414  HISTORY     - 2006     MONUMENTED       MNDT
 DM3414
 DM3414                          STATION DESCRIPTION
 DM3414
 DM3414'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM3414'1.0 MI (1.6 KM) EAST OF WANAMINGO,.75 MILES EAST ALONG TRUNK HIGHWAY
 DM3414'60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN
 DM3414'WANAMINGO, AT TRUNK HIGHWAY 60 MILE POINT 174.8.
 DM3414' 
 DM3414'IT IS 98.0 FT (29.9 M) SOUTH OF TRUNK HIGHWAY 60, 31.0 FT (9.4 M) WEST
 DM3414'OF DRIVEWAY NUMMBER 12724, 13.1 FT (4.0 M) WEST OF RIGHT OF WAY POST,
 DM3414'12.6 FT (3.8 M) NORTHWEST OF CABLE PEDESTAL, 8.8 FT (2.7 M) NORTHWEST
 DM3414'OF A FENCE CORNER, 2.1 FT (0.6 M) NORTH OF A FENCELINE, 2.5 FT (0.8 M)
 DM3414'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0410 ***********************************************************************
 PP0410  DESIGNATION -  2511 AB
 PP0410  PID         -  PP0410
 PP0410  STATE/COUNTY-  MN/GOODHUE
 PP0410  COUNTRY     -  US
 PP0410  USGS QUAD   -  KENYON (1980)
 PP0410
 PP0410                         *CURRENT SURVEY CONTROL
 PP0410  ______________________________________________________________________
 PP0410* NAD 83(1986) POSITION- 44 16 21.     (N) 092 59 54.     (W)   SCALED    
 PP0410* NAVD 88 ORTHO HEIGHT -   335.956  (meters)    1102.22  (feet) ADJUSTED  
 PP0410  ______________________________________________________________________
 PP0410  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 PP0410  DYNAMIC HEIGHT  -        335.905 (meters)     1102.05  (feet) COMP
 PP0410  MODELED GRAVITY -    980,456.0   (mgal)                       NAVD 88
 PP0410
 PP0410  VERT ORDER      -  SECOND    CLASS 0
 PP0410
 PP0410.The horizontal coordinates were scaled from a topographic map and have
 PP0410.an estimated accuracy of +/- 6 seconds.
 PP0410.
 PP0410.The orthometric height was determined by differential leveling and
 PP0410.adjusted in June 1991.
 PP0410
 PP0410.The dynamic height is computed by dividing the NAVD 88
 PP0410.geopotential number by the normal gravity value computed on the
 PP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0410.degrees latitude (g = 980.6199 gals.).
 PP0410
 PP0410.The modeled gravity was interpolated from observed gravity values.
 PP0410
 PP0410;                    North         East    Units  Estimated Accuracy
 PP0410;SPC MN S     -   241,880.      879,960.      MT  (+/- 180 meters Scaled)
 PP0410
 PP0410                          SUPERSEDED SURVEY CONTROL
 PP0410
 PP0410  NGVD 29 (??/??/92)  335.937  (m)         1102.15   (f) ADJ UNCH    2 0
 PP0410
 PP0410.Superseded values are not recommended for survey control.
 PP0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0410.See file dsdata.txt to determine how the superseded data were derived.
 PP0410
 PP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK001021(NAD 83)
 PP0410
 PP0410_MARKER: DD = SURVEY DISK
 PP0410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0410_SP_SET: BRIDGE
 PP0410_STAMPING: 2511 AB 1972
 PP0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0410
 PP0410  HISTORY     - Date     Condition        Report By
 PP0410  HISTORY     - 1972     MONUMENTED       MNDT
 PP0410
 PP0410                          STATION DESCRIPTION
 PP0410
 PP0410'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0410'0.6 MI W FROM KENYON.
 PP0410'MARK IS LOCATED 0.6 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0410'60 AND T.H. 56 IN KENYON, ABOUT 300 FEET EAST OF A HIGHWAY SIGN
 PP0410'(KENYON POP. 1575) SET IN THE SOUTHEAST CORNER (CURBING) OF BRIDGE NO.
 PP0410'4195 T.H. 60 OVER THE ZUMBRO RIVER.  SW 1/4 SECTION 4, T 109N, R 18W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0405 ***********************************************************************
 PP0405  DESIGNATION -  2511 AD 1
 PP0405  PID         -  PP0405
 PP0405  STATE/COUNTY-  MN/GOODHUE
 PP0405  COUNTRY     -  US
 PP0405  USGS QUAD   -  KENYON (1980)
 PP0405
 PP0405                         *CURRENT SURVEY CONTROL
 PP0405  ______________________________________________________________________
 PP0405* NAD 83(1986) POSITION- 44 16 47.40   (N) 092 58 48.30   (W)   HD_HELD1  
 PP0405* NAVD 88 ORTHO HEIGHT -   331.073  (meters)    1086.20  (feet) ADJUSTED  
 PP0405  ______________________________________________________________________
 PP0405  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 PP0405  DYNAMIC HEIGHT  -        331.022 (meters)     1086.03  (feet) COMP
 PP0405  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PP0405
 PP0405  VERT ORDER      -  SECOND    CLASS I
 PP0405
 PP0405.The horizontal coordinates were established by differentially corrected
 PP0405.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0405.
 PP0405.The orthometric height was determined by differential leveling and
 PP0405.adjusted in December 1997.
 PP0405
 PP0405.Photographs are available for this station.
 PP0405
 PP0405.The dynamic height is computed by dividing the NAVD 88
 PP0405.geopotential number by the normal gravity value computed on the
 PP0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0405.degrees latitude (g = 980.6199 gals.).
 PP0405
 PP0405.The modeled gravity was interpolated from observed gravity values.
 PP0405
 PP0405;                    North         East    Units  Estimated Accuracy
 PP0405;SPC MN S     -   242,711.8     881,410.3     MT  (+/- 3 meters HH1 GPS) 
 PP0405
 PP0405                          SUPERSEDED SURVEY CONTROL
 PP0405
 PP0405  NAVD 88 (06/15/91)  332.639  (m)         1091.33   (f) SUPERSEDED  2 0
 PP0405  NGVD 29 (12/11/97)  331.050  (m)         1086.12   (f) ADJUSTED    2 0
 PP0405
 PP0405.Superseded values are not recommended for survey control.
 PP0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0405.See file dsdata.txt to determine how the superseded data were derived.
 PP0405
 PP0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0158902954(NAD 83)
 PP0405
 PP0405_MARKER: DB = BENCH MARK DISK
 PP0405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0405_SP_SET: BRIDGE WALKWAY
 PP0405_STAMPING: 2511 AD 1 1972
 PP0405_MARK LOGO: MNHD  
 PP0405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0405+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0405
 PP0405  HISTORY     - Date     Condition        Report By
 PP0405  HISTORY     - 1972     MONUMENTED       MNDT
 PP0405  HISTORY     - 1983     GOOD             MNDT
 PP0405  HISTORY     - 20090611 GOOD             MNDT
 PP0405
 PP0405                          STATION DESCRIPTION
 PP0405
 PP0405'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0405'0.7 MI NE FROM KENYON.
 PP0405'MARK IS LOCATED ABOUT 400 FEET NORTH ALONG T.H. 56 FROM THE EAST
 PP0405'JUNCTION OF T.H. 56 AND T.H. 60 IN KENYON, IN THE SOUTHEAST CORNER OF
 PP0405'BRIDGE NO. 4617, T.H. 56 OVER THE NORTH FORK OF THE ZUMBRO RIVER, 19
 PP0405'FEET EAST OF THE CENTERLINE OF T.H. 56, 2.5 FEET EAST OF THE WEST EDGE
 PP0405'OF THE CONCRETE WALKWAY, 0.8 FEET WEST OF THE RAILING AND 0.8 FEET
 PP0405'HIGHER THAN THE ROADWAY.  NW 1/4 SECTION 3, T 109N, R 18W. NOTE-- BM
 PP0405'2508-A IS ALSO IN THE SAME CORNER.
 PP0405
 PP0405                          STATION RECOVERY (1983)
 PP0405
 PP0405'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0405'ABOUT 400 FEET NORTH ALONG TRUNK HIGHWAY 56 FROM THE EAST JUNCTION OF
 PP0405'TRUNK HIGHWAY 56 AND TRUNK HIGHWAY 60 IN KENYON, IN THE NW 1/4 OF
 PP0405'SECTION 3, T109N, R18W, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 4617
 PP0405'(TRUNK HIGHWAY 56 OVER THE NORTH FORK OF THE ZUMBRO RIVER), 19 FEET
 PP0405'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 75.6, 2.5 FEET
 PP0405'EAST OF THE WEST EDGE OF THE CONCRETE WALKWAY, 0.8 FOOT WEST OF THE
 PP0405'RAILING, AND 0.8 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK, A
 PP0405'STANDARD MNDT BENCH MARK DISK STAMPED---2511 AD 1 1972---, IS SET
 PP0405'FLUSH IN THE TOP OF THE SOUTHEAST CORNER OF THE BRIDGE.  BENCH MARK
 PP0405'2508 A MNDT IS ALSO IN THE SAME CORNER OF THIS BRIDGE.
 PP0405
 PP0405                          STATION RECOVERY (2009)
 PP0405
 PP0405'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0405'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0407 ***********************************************************************
 PP0407  DESIGNATION -  2511 AD 2
 PP0407  PID         -  PP0407
 PP0407  STATE/COUNTY-  MN/GOODHUE
 PP0407  COUNTRY     -  US
 PP0407  USGS QUAD   -  KENYON (1980)
 PP0407
 PP0407                         *CURRENT SURVEY CONTROL
 PP0407  ______________________________________________________________________
 PP0407* NAD 83(1986) POSITION- 44 16 51.70   (N) 092 58 46.40   (W)   HD_HELD1  
 PP0407* NAVD 88 ORTHO HEIGHT -   330.534  (meters)    1084.43  (feet) ADJUSTED  
 PP0407  ______________________________________________________________________
 PP0407  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 PP0407  DYNAMIC HEIGHT  -        330.482 (meters)     1084.26  (feet) COMP
 PP0407  MODELED GRAVITY -    980,454.0   (mgal)                       NAVD 88
 PP0407
 PP0407  VERT ORDER      -  SECOND    CLASS I
 PP0407
 PP0407.The horizontal coordinates were established by differentially corrected
 PP0407.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0407.
 PP0407.The orthometric height was determined by differential leveling and
 PP0407.adjusted in December 1997.
 PP0407
 PP0407.Photographs are available for this station.
 PP0407
 PP0407.The dynamic height is computed by dividing the NAVD 88
 PP0407.geopotential number by the normal gravity value computed on the
 PP0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0407.degrees latitude (g = 980.6199 gals.).
 PP0407
 PP0407.The modeled gravity was interpolated from observed gravity values.
 PP0407
 PP0407;                    North         East    Units  Estimated Accuracy
 PP0407;SPC MN S     -   242,845.0     881,450.8     MT  (+/- 3 meters HH1 GPS) 
 PP0407
 PP0407                          SUPERSEDED SURVEY CONTROL
 PP0407
 PP0407  NAVD 88 (06/15/91)  332.106  (m)         1089.58   (f) SUPERSEDED  2 0
 PP0407  NGVD 29 (12/11/97)  330.511  (m)         1084.35   (f) ADJUSTED    2 0
 PP0407
 PP0407.Superseded values are not recommended for survey control.
 PP0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0407.See file dsdata.txt to determine how the superseded data were derived.
 PP0407
 PP0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0163103086(NAD 83)
 PP0407
 PP0407_MARKER: DB = BENCH MARK DISK
 PP0407_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0407_SP_SET: HEADWALL BOX CULVERT
 PP0407_STAMPING: 2511 AD 2 1972
 PP0407_MARK LOGO: MNHD  
 PP0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0407+STABILITY: SURFACE MOTION
 PP0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0407+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0407
 PP0407  HISTORY     - Date     Condition        Report By
 PP0407  HISTORY     - 1972     MONUMENTED       MNDT
 PP0407  HISTORY     - 1983     GOOD             MNDT
 PP0407  HISTORY     - 20090611 GOOD             MNDT
 PP0407
 PP0407                          STATION DESCRIPTION
 PP0407
 PP0407'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0407'0.8 MI NE FROM KENYON.
 PP0407'MARK IS LOCATED 0.2 MILES NORTH ALONG T.H. 56 FROM THE EAST JUNCTION
 PP0407'OF T.H. 56 AND T.H. 60 AT KENYON, ABOUT 180 FEET SOUTH OF THE ENTRANCE
 PP0407'TO A GOLF COURSE, 30 FEET EAST OF THE CENTERLINE OF T.H. 56, IN THE
 PP0407'SOUTHEAST CORNER OF A TRIPLE BOX CULVERT UNDER T.H. 56.  NW 1/4
 PP0407'SECTION 3, T 109N, R 18W.
 PP0407
 PP0407                          STATION RECOVERY (1983)
 PP0407
 PP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0407'THE MARK WAS RECOVERED IN GOOD CONDITION.
 PP0407
 PP0407                          STATION RECOVERY (2009)
 PP0407
 PP0407'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0403 ***********************************************************************
 PP0403  DESIGNATION -  2511 AD 4
 PP0403  PID         -  PP0403
 PP0403  STATE/COUNTY-  MN/GOODHUE
 PP0403  COUNTRY     -  US
 PP0403  USGS QUAD   -  KENYON (1980)
 PP0403
 PP0403                         *CURRENT SURVEY CONTROL
 PP0403  ______________________________________________________________________
 PP0403* NAD 83(1986) POSITION- 44 16 42.     (N) 092 58 48.     (W)   SCALED    
 PP0403* NAVD 88 ORTHO HEIGHT -   330.135  (meters)    1083.12  (feet) ADJUSTED  
 PP0403  ______________________________________________________________________
 PP0403  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 PP0403  DYNAMIC HEIGHT  -        330.084 (meters)     1082.95  (feet) COMP
 PP0403  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PP0403
 PP0403  VERT ORDER      -  SECOND    CLASS 0
 PP0403
 PP0403.The horizontal coordinates were scaled from a topographic map and have
 PP0403.an estimated accuracy of +/- 6 seconds.
 PP0403.
 PP0403.The orthometric height was determined by differential leveling and
 PP0403.adjusted in June 1991.
 PP0403
 PP0403.The dynamic height is computed by dividing the NAVD 88
 PP0403.geopotential number by the normal gravity value computed on the
 PP0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0403.degrees latitude (g = 980.6199 gals.).
 PP0403
 PP0403.The modeled gravity was interpolated from observed gravity values.
 PP0403
 PP0403;                    North         East    Units  Estimated Accuracy
 PP0403;SPC MN S     -   242,550.      881,420.      MT  (+/- 180 meters Scaled)
 PP0403
 PP0403                          SUPERSEDED SURVEY CONTROL
 PP0403
 PP0403  NGVD 29 (??/??/92)  330.113  (m)         1083.05   (f) ADJ UNCH    2 0
 PP0403
 PP0403.Superseded values are not recommended for survey control.
 PP0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0403.See file dsdata.txt to determine how the superseded data were derived.
 PP0403
 PP0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK015027(NAD 83)
 PP0403
 PP0403_MARKER: DD = SURVEY DISK
 PP0403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0403_SP_SET: CULVERT
 PP0403_STAMPING: 2511 AD 4 1972
 PP0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0403
 PP0403  HISTORY     - Date     Condition        Report By
 PP0403  HISTORY     - 1972     MONUMENTED       MNDT
 PP0403  HISTORY     - 1983     MARK NOT FOUND   MNDT
 PP0403
 PP0403                          STATION DESCRIPTION
 PP0403
 PP0403'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0403'0.7 MI NE FROM KENYON.
 PP0403'MARK IS LOCATED NEAR THE EAST JUNCTION OF T.H. 56 AND T.H. 60 IN
 PP0403'KENYON, ABOUT 200 FEET EAST OF T.H. 56, 20 FEET SOUTH OF THE
 PP0403'CENTERLINE OF T.H. 60 AT MILEPOINT 164.1, 150 FEET WEST OF THE
 PP0403'ENTRANCE TO THE KENYON SEWAGE PLANT, IN THE SOUTHWEST CORNER OF A
 PP0403'TRIPLE BOX CULVERT UNDER T.H. 60.  NW 1/4 SECTION 3, T 109N, R 18W.
 PP0403
 PP0403                          STATION RECOVERY (1983)
 PP0403
 PP0403'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0403'THE MARK WAS SEARCHED FOR BUT NOT FOUND. IT APPEARS TO HAVE BEEN
 PP0403'DESTROYED BY BRIDGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0402 ***********************************************************************
 PP0402  DESIGNATION -  2511 AE
 PP0402  PID         -  PP0402
 PP0402  STATE/COUNTY-  MN/GOODHUE
 PP0402  COUNTRY     -  US
 PP0402  USGS QUAD   -  KENYON (1980)
 PP0402
 PP0402                         *CURRENT SURVEY CONTROL
 PP0402  ______________________________________________________________________
 PP0402* NAD 83(1986) POSITION- 44 16 41.00   (N) 092 58 15.00   (W)   HD_HELD1  
 PP0402* NAVD 88 ORTHO HEIGHT -   345.474  (meters)    1133.44  (feet) ADJUSTED  
 PP0402  ______________________________________________________________________
 PP0402  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 PP0402  DYNAMIC HEIGHT  -        345.420 (meters)     1133.27  (feet) COMP
 PP0402  MODELED GRAVITY -    980,452.6   (mgal)                       NAVD 88
 PP0402
 PP0402  VERT ORDER      -  SECOND    CLASS I
 PP0402
 PP0402.The horizontal coordinates were established by differentially corrected
 PP0402.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0402.
 PP0402.The orthometric height was determined by differential leveling and
 PP0402.adjusted in December 1997.
 PP0402
 PP0402.Photographs are available for this station.
 PP0402
 PP0402.The dynamic height is computed by dividing the NAVD 88
 PP0402.geopotential number by the normal gravity value computed on the
 PP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0402.degrees latitude (g = 980.6199 gals.).
 PP0402
 PP0402.The modeled gravity was interpolated from observed gravity values.
 PP0402
 PP0402;                    North         East    Units  Estimated Accuracy
 PP0402;SPC MN S     -   242,523.6     882,151.1     MT  (+/- 3 meters HH1 GPS) 
 PP0402
 PP0402                          SUPERSEDED SURVEY CONTROL
 PP0402
 PP0402  NAVD 88 (06/15/91)  345.476  (m)         1133.45   (f) SUPERSEDED  2 0
 PP0402  NGVD 29 (12/11/97)  345.451  (m)         1133.37   (f) ADJUSTED    2 0
 PP0402
 PP0402.Superseded values are not recommended for survey control.
 PP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0402.See file dsdata.txt to determine how the superseded data were derived.
 PP0402
 PP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0232702757(NAD 83)
 PP0402
 PP0402_MARKER: DB = BENCH MARK DISK
 PP0402_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0402_STAMPING: 2511 AE 1972
 PP0402_MARK LOGO: MNHD  
 PP0402_PROJECTION: FLUSH
 PP0402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0402+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0402
 PP0402  HISTORY     - Date     Condition        Report By
 PP0402  HISTORY     - 1972     MONUMENTED       MNDT
 PP0402  HISTORY     - 1983     GOOD             MNDT
 PP0402  HISTORY     - 20090611 GOOD             MNDT
 PP0402
 PP0402                          STATION DESCRIPTION
 PP0402
 PP0402'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0402'0.9 MI NE FROM KENYON.
 PP0402'MARK IS LOCATED 0.45 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0402'OF 56 AND T.H. 60 IN KENYON, 46 FEET NORTH OF THE CENTERLINE OF T.H.
 PP0402'60 AT MILE POINT 164.6, 36 FEET EAST OF THE CENTER OF A DRIVEWAY (O.
 PP0402'J. PETERSON RESIDENCE), 6 FEET WEST OF A POWER POLE, 0.5 FEET NORTH OF
 PP0402'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0402'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 3, T 109N, R 18W.
 PP0402
 PP0402                          STATION RECOVERY (1983)
 PP0402
 PP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0402'0.45 MILE EAST ALONG TRUNK HIGHWAY 60 FROM THE EAST JUNCTION OF TRUNK
 PP0402'HIGHWAY 56 AND TRUNK HIGHWAY 60 IN KENYON, IN THE NW 1/4 OF SECTION 3,
 PP0402'T109N, R18W, 46 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60 AT
 PP0402'MILEPOINT 164.6, 36 FEET EAST OF THE CENTER OF A DRIVEWAY, 6 FEET WEST
 PP0402'OF A POWER POLE, AND 0.5 FOOT EAST OF A STEEL WITNESS POST.  THE MARK,
 PP0402'A STANDARD MNDT BENCH MARK DISK STAMPED---2511 AE 1972---, IS SET IN
 PP0402'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 PP0402'SURFACE OF THE GROUND.  STEEL ROD IN THE CONCRETE MONUMENT MAKES THE
 PP0402'MARK MAGNETIC.
 PP0402
 PP0402                          STATION RECOVERY (2009)
 PP0402
 PP0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0401 ***********************************************************************
 PP0401  DESIGNATION -  2511 AF
 PP0401  PID         -  PP0401
 PP0401  STATE/COUNTY-  MN/GOODHUE
 PP0401  COUNTRY     -  US
 PP0401  USGS QUAD   -  KENYON (1980)
 PP0401
 PP0401                         *CURRENT SURVEY CONTROL
 PP0401  ______________________________________________________________________
 PP0401* NAD 83(1986) POSITION- 44 16 40.00   (N) 092 57 37.00   (W)   HD_HELD1  
 PP0401* NAVD 88 ORTHO HEIGHT -   346.747  (meters)    1137.62  (feet) ADJUSTED  
 PP0401  ______________________________________________________________________
 PP0401  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 PP0401  DYNAMIC HEIGHT  -        346.692 (meters)     1137.44  (feet) COMP
 PP0401  MODELED GRAVITY -    980,450.8   (mgal)                       NAVD 88
 PP0401
 PP0401  VERT ORDER      -  SECOND    CLASS I
 PP0401
 PP0401.The horizontal coordinates were established by differentially corrected
 PP0401.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0401.
 PP0401.The orthometric height was determined by differential leveling and
 PP0401.adjusted in June 1991.
 PP0401
 PP0401.Photographs are available for this station.
 PP0401
 PP0401.The dynamic height is computed by dividing the NAVD 88
 PP0401.geopotential number by the normal gravity value computed on the
 PP0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0401.degrees latitude (g = 980.6199 gals.).
 PP0401
 PP0401.The modeled gravity was interpolated from observed gravity values.
 PP0401
 PP0401;                    North         East    Units  Estimated Accuracy
 PP0401;SPC MN S     -   242,503.4     882,994.0     MT  (+/- 3 meters HH1 GPS) 
 PP0401
 PP0401                          SUPERSEDED SURVEY CONTROL
 PP0401
 PP0401  NGVD 29 (??/??/92)  346.722  (m)         1137.54   (f) ADJ UNCH    2 0
 PP0401
 PP0401.Superseded values are not recommended for survey control.
 PP0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0401.See file dsdata.txt to determine how the superseded data were derived.
 PP0401
 PP0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0316902726(NAD 83)
 PP0401
 PP0401_MARKER: DB = BENCH MARK DISK
 PP0401_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0401_STAMPING: 2511 AF 1972
 PP0401_MARK LOGO: MNHD  
 PP0401_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0401+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0401
 PP0401  HISTORY     - Date     Condition        Report By
 PP0401  HISTORY     - 1972     MONUMENTED       MNDT
 PP0401  HISTORY     - 1983     GOOD             MNDT
 PP0401  HISTORY     - 20090611 GOOD             MNDT
 PP0401
 PP0401                          STATION DESCRIPTION
 PP0401
 PP0401'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0401'1.25 MI NE FROM KENYON.
 PP0401'MARK IS LOCATED 1.05 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0401'OF T.H. 60 AND T.H. 57 IN KENYON, 139 FEET NORTH OF THE CENTERLINE OF
 PP0401'T.H. 60 AT MILE POINT 165.15, 17 FEET WEST OF THE CENTERLINE OF A
 PP0401'FIELD ROAD, 93 FEET NORTH-WEST OF A POWER POLE, 1 FOOT EAST OF A
 PP0401'NORTH-SOUTH FENCE LINE, 0.6 FEET SOUTH OF A STEEL WITNESS POST, IN THE
 PP0401'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP0401'NE 1/4 SECTION 3, T 109N, R 18W.
 PP0401
 PP0401                          STATION RECOVERY (1983)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP0401'ABOUT 1/2 MILE EAST OF THE CITY OF KENYON IN THE NORTHEAST 1/4 OF
 PP0401'SECTION 3, T109N, R18W, 1.05 MILES EAST ALONG TRUNK HIGHWAY 60 FROM
 PP0401'ITS JUNCTION WITH TRUNK HIGHWAY 56 IN THE NORTH PART OF KENYON, 139
 PP0401'FEET NORTH OF THE CENTERLINE OF HIGHWAY 60 AT MILEPOINT 65.15, 17 FEET
 PP0401'WEST OF THE CENTER OF A FIELD ROAD, 93 FEET NORTHWEST OF A POWER POLE,
 PP0401'1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, AND 0.6 FOOT SOUTH OF A STEEL
 PP0401'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP0401'STAMPED---2511 AF 1972---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 PP0401'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 PP0401
 PP0401                          STATION RECOVERY (2009)
 PP0401
 PP0401'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0400 ***********************************************************************
 PP0400  DESIGNATION -  2511 AG
 PP0400  PID         -  PP0400
 PP0400  STATE/COUNTY-  MN/GOODHUE
 PP0400  COUNTRY     -  US
 PP0400  USGS QUAD   -  KENYON (1980)
 PP0400
 PP0400                         *CURRENT SURVEY CONTROL
 PP0400  ______________________________________________________________________
 PP0400* NAD 83(1986) POSITION- 44 16 41.00   (N) 092 56 44.00   (W)   HD_HELD1  
 PP0400* NAVD 88 ORTHO HEIGHT -   350.489  (meters)    1149.90  (feet) ADJUSTED  
 PP0400  ______________________________________________________________________
 PP0400  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 PP0400  DYNAMIC HEIGHT  -        350.434 (meters)     1149.72  (feet) COMP
 PP0400  MODELED GRAVITY -    980,449.0   (mgal)                       NAVD 88
 PP0400
 PP0400  VERT ORDER      -  SECOND    CLASS 0
 PP0400
 PP0400.The horizontal coordinates were established by differentially corrected
 PP0400.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0400.
 PP0400.The orthometric height was determined by differential leveling and
 PP0400.adjusted in June 1991.
 PP0400
 PP0400.The dynamic height is computed by dividing the NAVD 88
 PP0400.geopotential number by the normal gravity value computed on the
 PP0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0400.degrees latitude (g = 980.6199 gals.).
 PP0400
 PP0400.The modeled gravity was interpolated from observed gravity values.
 PP0400
 PP0400;                    North         East    Units  Estimated Accuracy
 PP0400;SPC MN S     -   242,549.3     884,168.7     MT  (+/- 3 meters HH1 GPS) 
 PP0400
 PP0400                          SUPERSEDED SURVEY CONTROL
 PP0400
 PP0400  NGVD 29 (??/??/92)  350.463  (m)         1149.81   (f) ADJ UNCH    2 0
 PP0400
 PP0400.Superseded values are not recommended for survey control.
 PP0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0400.See file dsdata.txt to determine how the superseded data were derived.
 PP0400
 PP0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0434402758(NAD 83)
 PP0400
 PP0400_MARKER: DD = SURVEY DISK
 PP0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0400_STAMPING: 2511 AG 1972
 PP0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0400+STABILITY: SURFACE MOTION
 PP0400
 PP0400  HISTORY     - Date     Condition        Report By
 PP0400  HISTORY     - 1972     MONUMENTED       MNDT
 PP0400  HISTORY     - 20090611 MARK NOT FOUND   MNDT
 PP0400
 PP0400                          STATION DESCRIPTION
 PP0400
 PP0400'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0400'1.5 MI E FROM KENYON.
 PP0400'MARK IS LOCATED 1.65 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0400'OF T.H. 60 AND T.H. 56 IN KENYON, ABOUT 400 FEET EAST OF A DRIVEWAY
 PP0400'LEADING NORTH, 139 FEET NORTH OF THE CENTERLINE OF T.H. 60, 130 FEET
 PP0400'NORTHWEST OF A POWER POLE, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 PP0400'0.6 FEET SOUTH OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRECAST
 PP0400'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 2, T
 PP0400'109N, R 18W.
 PP0400
 PP0400                          STATION RECOVERY (2009)
 PP0400
 PP0400'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0400'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0399 ***********************************************************************
 PP0399  DESIGNATION -  2511 AH
 PP0399  PID         -  PP0399
 PP0399  STATE/COUNTY-  MN/GOODHUE
 PP0399  COUNTRY     -  US
 PP0399  USGS QUAD   -  KENYON (1980)
 PP0399
 PP0399                         *CURRENT SURVEY CONTROL
 PP0399  ______________________________________________________________________
 PP0399* NAD 83(2007) POSITION- 44 16 43.59435(N) 092 56 24.20749(W)   ADJUSTED  
 PP0399* NAD 83(2007) ELLIP HT-   324.278 (meters)        (07/30/09)   ADJUSTED
 PP0399* NAD 83(2007) EPOCH   -  2002.00
 PP0399* NAVD 88 ORTHO HEIGHT -   353.275  (meters)    1159.04  (feet) ADJUSTED  
 PP0399  ______________________________________________________________________
 PP0399  NAD 83(2007) X  -   -234,612.813 (meters)                     COMP
 PP0399  NAD 83(2007) Y  - -4,568,115.772 (meters)                     COMP
 PP0399  NAD 83(2007) Z  -  4,430,547.990 (meters)                     COMP
 PP0399  LAPLACE CORR    -         -8.64  (seconds)                    DEFLEC09
 PP0399  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 PP0399  DYNAMIC HEIGHT  -        353.219 (meters)     1158.85  (feet) COMP
 PP0399  MODELED GRAVITY -    980,448.3   (mgal)                       NAVD 88
 PP0399
 PP0399  HORZ ORDER      -  FIRST
 PP0399  VERT ORDER      -  SECOND    CLASS 0
 PP0399  ELLP ORDER      -  THIRD     CLASS II
 PP0399
 PP0399.The horizontal coordinates were established by GPS observations
 PP0399.and adjusted by the National Geodetic Survey in July 2009.
 PP0399
 PP0399.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0399.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0399
 PP0399.The horizontal coordinates are valid at the epoch date displayed above
 PP0399.which is a decimal equivalence of Year/Month/Day.
 PP0399
 PP0399.The orthometric height was determined by differential leveling and
 PP0399.adjusted in June 1991.
 PP0399
 PP0399.Photographs are available for this station.
 PP0399
 PP0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0399
 PP0399.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0399
 PP0399.The ellipsoidal height was determined by GPS observations
 PP0399.and is referenced to NAD 83.
 PP0399
 PP0399.The dynamic height is computed by dividing the NAVD 88
 PP0399.geopotential number by the normal gravity value computed on the
 PP0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0399.degrees latitude (g = 980.6199 gals.).
 PP0399
 PP0399.The modeled gravity was interpolated from observed gravity values.
 PP0399
 PP0399. The following values were computed from the NAD 83(2007) position.
 PP0399
 PP0399;                    North         East     Units Scale Factor Converg.
 PP0399;SPC MN S     -   242,635.009   884,606.540   MT  0.99992956   +0 44 34.6
 PP0399;SPC MN S     -   796,045.03  2,902,246.62   sFT  0.99992956   +0 44 34.6
 PP0399;UTM  15      - 4,902,838.405   504,783.266   MT  0.99960028   +0 02 30.7
 PP0399
 PP0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0399!SPC MN S     -   0.99994916  x   0.99992956  =   0.99987872
 PP0399!UTM  15      -   0.99994916  x   0.99960028  =   0.99954946
 PP0399
 PP0399                          SUPERSEDED SURVEY CONTROL
 PP0399
 PP0399  NAD 83(1996)-  44 16 43.59385(N)    092 56 24.20675(W) AD(       ) 1
 PP0399  ELLIP H (03/06/08)  324.320  (m)                       GP(       ) 3 2
 PP0399  NAVD 88 (03/06/08)  353.34   (m)         1159.2    (f) LEVELING    3  
 PP0399  NGVD 29 (??/??/92)  353.248  (m)         1158.95   (f) ADJ UNCH    2 0
 PP0399
 PP0399.Superseded values are not recommended for survey control.
 PP0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0399.See file dsdata.txt to determine how the superseded data were derived.
 PP0399
 PP0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0478302838(NAD 83)
 PP0399
 PP0399_MARKER: DB = BENCH MARK DISK
 PP0399_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0399_STAMPING: 2511 AH 1972
 PP0399_MARK LOGO: MNHD  
 PP0399_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0399_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0399+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0399
 PP0399  HISTORY     - Date     Condition        Report By
 PP0399  HISTORY     - 1972     MONUMENTED       MNHD
 PP0399  HISTORY     - 20060823 GOOD             MNDT
 PP0399  HISTORY     - 20090611 GOOD             MNDT
 PP0399
 PP0399                          STATION DESCRIPTION
 PP0399
 PP0399'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0399'2.0 MI E FROM KENYON.
 PP0399'MARK IS LOCATED 2.05 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION
 PP0399'OF T.H. 60 AND T.H. 56 IN KENYON, NEAR A POWER SUB-STATION, 240 FEET
 PP0399'NORTH OF THE CENTERLINE OF T.H. 60 AT MILEPOINT 166.15, 32 FEET WEST
 PP0399'OF A NORTH-SOUTH GRAVEL ROAD, 107 FEET NORTHWEST OF THE NORTHWEST
 PP0399'CORNER OF A FENCE AROUND THE POWER SUB-STATION, 2 FEET EAST OF A
 PP0399'NORTH-SOUTH FENCE LINE, 0.8 FEET SOUTH OF A STEEL WITNESS POST, IN THE
 PP0399'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE
 PP0399'THE GROUND.  NE 1/4 SECTION 2, T 109N, R 18W.
 PP0399
 PP0399                          STATION RECOVERY (2006)
 PP0399
 PP0399'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0399'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0399'THE MARK IS 2.0 MILES (3.2 KM) EAST FROM KENYON, 2.0 MILES (3.2 KM)
 PP0399'EAST OF EAST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 56 IN
 PP0399'KENYON, 240 FEET (73.2 M) NORTH OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY
 PP0399'60 MILEPOINT 166.15, 32 FEET (9.8 M) WEST OF 50TH AVENUE, 107 FEET
 PP0399'(32.6 M) NORTHWEST OF NORTHWEST CORNER OF FENCE AROUND SUB-STATION,
 PP0399'2.0 FEET (0.6 M) EAST OF NORTH-SOUTH FENCELINE, 0.8 FOOT (24.4 CM)
 PP0399'SOUTH OF WITNESS POST.
 PP0399
 PP0399                          STATION RECOVERY (2009)
 PP0399
 PP0399'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0399'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0398 ***********************************************************************
 PP0398  DESIGNATION -  2511 AH 1
 PP0398  PID         -  PP0398
 PP0398  STATE/COUNTY-  MN/GOODHUE
 PP0398  COUNTRY     -  US
 PP0398  USGS QUAD   -  KENYON (1980)
 PP0398
 PP0398                         *CURRENT SURVEY CONTROL
 PP0398  ______________________________________________________________________
 PP0398* NAD 83(1986) POSITION- 44 16 41.     (N) 092 56 01.     (W)   SCALED    
 PP0398* NAVD 88 ORTHO HEIGHT -   356.815  (meters)    1170.65  (feet) ADJUSTED  
 PP0398  ______________________________________________________________________
 PP0398  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 PP0398  DYNAMIC HEIGHT  -        356.758 (meters)     1170.46  (feet) COMP
 PP0398  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 PP0398
 PP0398  VERT ORDER      -  SECOND    CLASS 0
 PP0398
 PP0398.The horizontal coordinates were scaled from a topographic map and have
 PP0398.an estimated accuracy of +/- 6 seconds.
 PP0398.
 PP0398.The orthometric height was determined by differential leveling and
 PP0398.adjusted in June 1991.
 PP0398
 PP0398.Photographs are available for this station.
 PP0398
 PP0398.The dynamic height is computed by dividing the NAVD 88
 PP0398.geopotential number by the normal gravity value computed on the
 PP0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0398.degrees latitude (g = 980.6199 gals.).
 PP0398
 PP0398.The modeled gravity was interpolated from observed gravity values.
 PP0398
 PP0398;                    North         East    Units  Estimated Accuracy
 PP0398;SPC MN S     -   242,560.      885,120.      MT  (+/- 180 meters Scaled)
 PP0398
 PP0398                          SUPERSEDED SURVEY CONTROL
 PP0398
 PP0398  NGVD 29 (??/??/92)  356.787  (m)         1170.56   (f) ADJ UNCH    2 0
 PP0398
 PP0398.Superseded values are not recommended for survey control.
 PP0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0398.See file dsdata.txt to determine how the superseded data were derived.
 PP0398
 PP0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK052027(NAD 83)
 PP0398
 PP0398_MARKER: DB = BENCH MARK DISK
 PP0398_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0398_SP_SET: CULVERT
 PP0398_STAMPING: 2511 AH 1 1972
 PP0398_MARK LOGO: MNHD  
 PP0398_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0398+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0398
 PP0398  HISTORY     - Date     Condition        Report By
 PP0398  HISTORY     - 1972     MONUMENTED       MNDT
 PP0398  HISTORY     - 20090611 GOOD             MNDT
 PP0398
 PP0398                          STATION DESCRIPTION
 PP0398
 PP0398'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0398'2.5 MI E FROM KENYON.
 PP0398'MARK IS LOCATED 2.5 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0398'T.H. 60 AND T.H. 56 AT KENYON, IN THE SOUTHEAST CORNER OF A BOX
 PP0398'CULVERT UNDER T.H. 60 AND 4 FEET LOWER THAN THE ROADWAY.  NW 1/4
 PP0398'SECTION 1, T 109N, R 18.
 PP0398
 PP0398                          STATION RECOVERY (2009)
 PP0398
 PP0398'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0398'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0397 ***********************************************************************
 PP0397  DESIGNATION -  2511 AI
 PP0397  PID         -  PP0397
 PP0397  STATE/COUNTY-  MN/GOODHUE
 PP0397  COUNTRY     -  US
 PP0397  USGS QUAD   -  KENYON (1980)
 PP0397
 PP0397                         *CURRENT SURVEY CONTROL
 PP0397  ______________________________________________________________________
 PP0397* NAD 83(1986) POSITION- 44 16 42.70   (N) 092 55 30.80   (W)   HD_HELD1  
 PP0397* NAVD 88 ORTHO HEIGHT -   364.255  (meters)    1195.06  (feet) ADJUSTED  
 PP0397  ______________________________________________________________________
 PP0397  GEOID HEIGHT    -        -29.13  (meters)                     GEOID09
 PP0397  DYNAMIC HEIGHT  -        364.196 (meters)     1194.87  (feet) COMP
 PP0397  MODELED GRAVITY -    980,446.2   (mgal)                       NAVD 88
 PP0397
 PP0397  VERT ORDER      -  SECOND    CLASS 0
 PP0397
 PP0397.The horizontal coordinates were established by differentially corrected
 PP0397.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0397.
 PP0397.The orthometric height was determined by differential leveling and
 PP0397.adjusted in June 1991.
 PP0397
 PP0397.Photographs are available for this station.
 PP0397
 PP0397.The dynamic height is computed by dividing the NAVD 88
 PP0397.geopotential number by the normal gravity value computed on the
 PP0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0397.degrees latitude (g = 980.6199 gals.).
 PP0397
 PP0397.The modeled gravity was interpolated from observed gravity values.
 PP0397
 PP0397;                    North         East    Units  Estimated Accuracy
 PP0397;SPC MN S     -   242,622.9     885,791.0     MT  (+/- 3 meters HH1 GPS) 
 PP0397
 PP0397                          SUPERSEDED SURVEY CONTROL
 PP0397
 PP0397  NGVD 29 (??/??/92)  364.225  (m)         1194.96   (f) ADJ UNCH    2 0
 PP0397
 PP0397.Superseded values are not recommended for survey control.
 PP0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0397.See file dsdata.txt to determine how the superseded data were derived.
 PP0397
 PP0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0596702811(NAD 83)
 PP0397
 PP0397_MARKER: DB = BENCH MARK DISK
 PP0397_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0397_STAMPING: 2511 AI 1972
 PP0397_MARK LOGO: MNHD  
 PP0397_PROJECTION: RECESSED 8 CENTIMETERS
 PP0397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0397+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0397
 PP0397  HISTORY     - Date     Condition        Report By
 PP0397  HISTORY     - 1972     MONUMENTED       MNDT
 PP0397  HISTORY     - 20090611 GOOD             MNDT
 PP0397
 PP0397                          STATION DESCRIPTION
 PP0397
 PP0397'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0397'2.8 MI E FROM KENYON.
 PP0397'MARK IS LOCATED 2.8 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0397'T.H. 60 AND T.H. 56 IN KENYON, 1.7 MILES WEST OF BOMBAY, 101 FEET
 PP0397'SOUTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 166.9, 50 FEET NORTH
 PP0397'OF THE C.M. ST. P. AND P. R.R., 42 FEET EAST OF A FIELD ENTRANCE
 PP0397'LEADING SOUTH, 0.6 FEET NORTH OF A STEEL WITNESS POST, IN THE TOP OF A
 PP0397'6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
 PP0397'NE 1/4 SECTION 1, T 109N, R 18W.
 PP0397
 PP0397                          STATION RECOVERY (2009)
 PP0397
 PP0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0397'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0395 ***********************************************************************
 PP0395  DESIGNATION -  2511 AK
 PP0395  PID         -  PP0395
 PP0395  STATE/COUNTY-  MN/GOODHUE
 PP0395  COUNTRY     -  US
 PP0395  USGS QUAD   -  KENYON (1980)
 PP0395
 PP0395                         *CURRENT SURVEY CONTROL
 PP0395  ______________________________________________________________________
 PP0395* NAD 83(1986) POSITION- 44 17 00.00   (N) 092 54 21.00   (W)   HD_HELD1  
 PP0395* NAVD 88 ORTHO HEIGHT -   359.669  (meters)    1180.01  (feet) ADJUSTED  
 PP0395  ______________________________________________________________________
 PP0395  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 PP0395  DYNAMIC HEIGHT  -        359.610 (meters)     1179.82  (feet) COMP
 PP0395  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 PP0395
 PP0395  VERT ORDER      -  SECOND    CLASS 0
 PP0395
 PP0395.The horizontal coordinates were established by differentially corrected
 PP0395.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0395.
 PP0395.The orthometric height was determined by differential leveling and
 PP0395.adjusted in June 1991.
 PP0395
 PP0395.The dynamic height is computed by dividing the NAVD 88
 PP0395.geopotential number by the normal gravity value computed on the
 PP0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0395.degrees latitude (g = 980.6199 gals.).
 PP0395
 PP0395.The modeled gravity was interpolated from observed gravity values.
 PP0395
 PP0395;                    North         East    Units  Estimated Accuracy
 PP0395;SPC MN S     -   243,177.3     887,331.4     MT  (+/- 3 meters HH1 GPS) 
 PP0395
 PP0395                          SUPERSEDED SURVEY CONTROL
 PP0395
 PP0395  NGVD 29 (??/??/92)  359.638  (m)         1179.91   (f) ADJ UNCH    2 0
 PP0395
 PP0395.Superseded values are not recommended for survey control.
 PP0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0395.See file dsdata.txt to determine how the superseded data were derived.
 PP0395
 PP0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0751303347(NAD 83)
 PP0395
 PP0395_MARKER: DD = SURVEY DISK
 PP0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0395_STAMPING: 2511 AK 1972
 PP0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0395+STABILITY: SURFACE MOTION
 PP0395
 PP0395  HISTORY     - Date     Condition        Report By
 PP0395  HISTORY     - 1972     MONUMENTED       MNDT
 PP0395  HISTORY     - 20090611 MARK NOT FOUND   MNDT
 PP0395
 PP0395                          STATION DESCRIPTION
 PP0395
 PP0395'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0395'3.8 MI E FROM KENYON.
 PP0395'MARK IS LOCATED 3.8 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0395'T.H. 60 AND T.H. 56 IN KENYON, 0.7 MILES WEST OF BOMBAY, 47 FEET SOUTH
 PP0395'OF THE CENTERLINE OF T.H. 60 AT MILE POINT 167.9, 7 FEET WEST OF A
 PP0395'FIELD ENTRANCE LEADING SOUTH, 56 FEET EAST OF A POWER POLE, 0.7 FEET
 PP0395'NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0395'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 6, T 109N, R 17W.
 PP0395
 PP0395                          STATION RECOVERY (2009)
 PP0395
 PP0395'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0395'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0394 ***********************************************************************
 PP0394  DESIGNATION -  2511 AL
 PP0394  PID         -  PP0394
 PP0394  STATE/COUNTY-  MN/GOODHUE
 PP0394  COUNTRY     -  US
 PP0394  USGS QUAD   -  KENYON (1980)
 PP0394
 PP0394                         *CURRENT SURVEY CONTROL
 PP0394  ______________________________________________________________________
 PP0394* NAD 83(1986) POSITION- 44 17 01.     (N) 092 54 09.     (W)   SCALED    
 PP0394* NAVD 88 ORTHO HEIGHT -   362.995  (meters)    1190.93  (feet) ADJUSTED  
 PP0394  ______________________________________________________________________
 PP0394  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 PP0394  DYNAMIC HEIGHT  -        362.936 (meters)     1190.73  (feet) COMP
 PP0394  MODELED GRAVITY -    980,443.8   (mgal)                       NAVD 88
 PP0394
 PP0394  VERT ORDER      -  SECOND    CLASS 0
 PP0394
 PP0394.The horizontal coordinates were scaled from a topographic map and have
 PP0394.an estimated accuracy of +/- 6 seconds.
 PP0394.
 PP0394.The orthometric height was determined by differential leveling and
 PP0394.adjusted in June 1991.
 PP0394
 PP0394.The dynamic height is computed by dividing the NAVD 88
 PP0394.geopotential number by the normal gravity value computed on the
 PP0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0394.degrees latitude (g = 980.6199 gals.).
 PP0394
 PP0394.The modeled gravity was interpolated from observed gravity values.
 PP0394
 PP0394;                    North         East    Units  Estimated Accuracy
 PP0394;SPC MN S     -   243,210.      887,600.      MT  (+/- 180 meters Scaled)
 PP0394
 PP0394                          SUPERSEDED SURVEY CONTROL
 PP0394
 PP0394  NGVD 29 (??/??/92)  362.964  (m)         1190.82   (f) ADJ UNCH    2 0
 PP0394
 PP0394.Superseded values are not recommended for survey control.
 PP0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0394.See file dsdata.txt to determine how the superseded data were derived.
 PP0394
 PP0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK077033(NAD 83)
 PP0394
 PP0394_MARKER: DD = SURVEY DISK
 PP0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0394_STAMPING: 2511 AL 1972
 PP0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0394+STABILITY: SURFACE MOTION
 PP0394
 PP0394  HISTORY     - Date     Condition        Report By
 PP0394  HISTORY     - 1972     MONUMENTED       MNDT
 PP0394
 PP0394                          STATION DESCRIPTION
 PP0394
 PP0394'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0394'4.0 MI E FROM KENYON.
 PP0394'MARK IS LOCATED 4.0 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0394'T.H. 60 AND T.H. 56 IN KENYON, 0.5 MILES WEST OF BOMBAY, 50 FEET SOUTH
 PP0394'OF THE CENTERLINE OF T.H. 60 AT MILE POINT 168.1, 14 FEET WEST OF A
 PP0394'FIELD ENTRANCE, 69 FEET EAST OF A POWER POLE, 1 FOOT NORTH OF A FENCE
 PP0394'LINE, 0.7 FEET NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0394'PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND. NE 1/4
 PP0394'SECTION 6, T 109N, R 17W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0393 ***********************************************************************
 PP0393  DESIGNATION -  2511 AM
 PP0393  PID         -  PP0393
 PP0393  STATE/COUNTY-  MN/GOODHUE
 PP0393  COUNTRY     -  US
 PP0393  USGS QUAD   -  KENYON (1980)
 PP0393
 PP0393                         *CURRENT SURVEY CONTROL
 PP0393  ______________________________________________________________________
 PP0393* NAD 83(1986) POSITION- 44 17 04.00   (N) 092 53 30.00   (W)   HD_HELD1  
 PP0393* NAVD 88 ORTHO HEIGHT -   358.087  (meters)    1174.82  (feet) ADJUSTED  
 PP0393  ______________________________________________________________________
 PP0393  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 PP0393  DYNAMIC HEIGHT  -        358.028 (meters)     1174.63  (feet) COMP
 PP0393  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 PP0393
 PP0393  VERT ORDER      -  SECOND    CLASS 0
 PP0393
 PP0393.The horizontal coordinates were established by differentially corrected
 PP0393.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0393.
 PP0393.The orthometric height was determined by differential leveling and
 PP0393.adjusted in June 1991.
 PP0393
 PP0393.The dynamic height is computed by dividing the NAVD 88
 PP0393.geopotential number by the normal gravity value computed on the
 PP0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0393.degrees latitude (g = 980.6199 gals.).
 PP0393
 PP0393.The modeled gravity was interpolated from observed gravity values.
 PP0393
 PP0393;                    North         East    Units  Estimated Accuracy
 PP0393;SPC MN S     -   243,316.0     888,460.4     MT  (+/- 3 meters HH1 GPS) 
 PP0393
 PP0393                          SUPERSEDED SURVEY CONTROL
 PP0393
 PP0393  NGVD 29 (??/??/92)  358.055  (m)         1174.72   (f) ADJ UNCH    2 0
 PP0393
 PP0393.Superseded values are not recommended for survey control.
 PP0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0393.See file dsdata.txt to determine how the superseded data were derived.
 PP0393
 PP0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0864303471(NAD 83)
 PP0393
 PP0393_MARKER: DD = SURVEY DISK
 PP0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0393_STAMPING: 2511 AM 1972
 PP0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0393+STABILITY: SURFACE MOTION
 PP0393
 PP0393  HISTORY     - Date     Condition        Report By
 PP0393  HISTORY     - 1972     MONUMENTED       MNDT
 PP0393  HISTORY     - 20090611 MARK NOT FOUND   MNDT
 PP0393
 PP0393                          STATION DESCRIPTION
 PP0393
 PP0393'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0393'4.6 MI E FROM KENYON.
 PP0393'MARK IS LOCATED 4.6 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0393'T.H. 60 AND T.H. 56 IN KENYON, AT BOMBAY, ABOUT 250 FEET NORTH OF T.H.
 PP0393'60 AT MILE POINT 168.7, 28 FEET WEST OF THE CENTERLINE OF A
 PP0393'NORTH-SOUTH TOWNSHIP ROAD, 122 FEET SOUTH OF A POWER POLE, 98 FEET
 PP0393'SOUTHWEST OF A TELEPHONE POLE, 0.8 FEET SOUTH OF A STEEL WITNESS POST,
 PP0393'IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 1 INCH
 PP0393'ABOVE THE GROUND.  SE 1/4 SECTION 31, T 110N, R 17W.
 PP0393
 PP0393                          STATION RECOVERY (2009)
 PP0393
 PP0393'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0393'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0392 ***********************************************************************
 PP0392  DESIGNATION -  2511 AN
 PP0392  PID         -  PP0392
 PP0392  STATE/COUNTY-  MN/GOODHUE
 PP0392  COUNTRY     -  US
 PP0392  USGS QUAD   -  KENYON (1980)
 PP0392
 PP0392                         *CURRENT SURVEY CONTROL
 PP0392  ______________________________________________________________________
 PP0392* NAD 83(1986) POSITION- 44 16 59.4    (N) 092 52 54.1    (W)   HD_HELD2  
 PP0392* NAVD 88 ORTHO HEIGHT -   347.372  (meters)    1139.67  (feet) ADJUSTED  
 PP0392  ______________________________________________________________________
 PP0392  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 PP0392  DYNAMIC HEIGHT  -        347.314 (meters)     1139.48  (feet) COMP
 PP0392  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 PP0392
 PP0392  VERT ORDER      -  SECOND    CLASS 0
 PP0392
 PP0392.The horizontal coordinates were established by autonomous hand held GPS
 PP0392.observations and have an estimated accuracy of +/- 10 meters.
 PP0392.
 PP0392.The orthometric height was determined by differential leveling and
 PP0392.adjusted in June 1991.
 PP0392
 PP0392.Photographs are available for this station.
 PP0392
 PP0392.The dynamic height is computed by dividing the NAVD 88
 PP0392.geopotential number by the normal gravity value computed on the
 PP0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0392.degrees latitude (g = 980.6199 gals.).
 PP0392
 PP0392.The modeled gravity was interpolated from observed gravity values.
 PP0392
 PP0392;                    North         East    Units  Estimated Accuracy
 PP0392;SPC MN S     -   243,185.      889,258.      MT  (+/- 10 meters HH2 GPS)
 PP0392
 PP0392                          SUPERSEDED SURVEY CONTROL
 PP0392
 PP0392  NGVD 29 (??/??/92)  347.339  (m)         1139.56   (f) ADJ UNCH    2 0
 PP0392
 PP0392.Superseded values are not recommended for survey control.
 PP0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0392.See file dsdata.txt to determine how the superseded data were derived.
 PP0392
 PP0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0943903331(NAD 83)
 PP0392
 PP0392_MARKER: DB = BENCH MARK DISK
 PP0392_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0392_STAMPING: 2511 AN 1972
 PP0392_MARK LOGO: MNHD  
 PP0392_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0392+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0392
 PP0392  HISTORY     - Date     Condition        Report By
 PP0392  HISTORY     - 1972     MONUMENTED       MNDT
 PP0392  HISTORY     - 20090611 GOOD             MNDT
 PP0392
 PP0392                          STATION DESCRIPTION
 PP0392
 PP0392'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0392'5.0 MI E FROM KENYON.
 PP0392'MARK IS LOCATED 5.0 MILES EAST ALONG T.H. 60 FROM THE EAST JUNCTION OF
 PP0392'T.H. 60 AND T.H. 56 IN KENYON, 0.5 MILES EAST OF BOMBAY, 160 FEET
 PP0392'SOUTH OF THE CENTERLINE OF T.H. 60 AT MILE POINT 169.1, 91 FEET SOUTH
 PP0392'OF A GUY POLE ON A POWER LINE, 26 FEET NORTH OF A FENCE CORNER, 3 FEET
 PP0392'EAST OF A NORTH-SOUTH FENCE LINE, 0.6 FEET NORTH OF A STEEL WITNESS
 PP0392'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP0392'THE GROUND.  NE 1/4 SECTION 5, T 109N, R 17W.  NOTE-- THIS MARK IS
 PP0392'ALSO 4.8 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND
 PP0392'T.H. 57 IN WANAMINGO.
 PP0392
 PP0392                          STATION RECOVERY (2009)
 PP0392
 PP0392'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0392'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0389 ***********************************************************************
 PP0389  DESIGNATION -  2511 AO
 PP0389  PID         -  PP0389
 PP0389  STATE/COUNTY-  MN/GOODHUE
 PP0389  COUNTRY     -  US
 PP0389  USGS QUAD   -  WANAMINGO (1980)
 PP0389
 PP0389                         *CURRENT SURVEY CONTROL
 PP0389  ______________________________________________________________________
 PP0389* NAD 83(1986) POSITION- 44 16 58.     (N) 092 52 16.     (W)   SCALED    
 PP0389* NAVD 88 ORTHO HEIGHT -   345.388  (meters)    1133.16  (feet) ADJUSTED  
 PP0389  ______________________________________________________________________
 PP0389  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 PP0389  DYNAMIC HEIGHT  -        345.330 (meters)     1132.97  (feet) COMP
 PP0389  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 PP0389
 PP0389  VERT ORDER      -  SECOND    CLASS 0
 PP0389
 PP0389.The horizontal coordinates were scaled from a topographic map and have
 PP0389.an estimated accuracy of +/- 6 seconds.
 PP0389.
 PP0389.The orthometric height was determined by differential leveling and
 PP0389.adjusted in June 1991.
 PP0389
 PP0389.Photographs are available for this station.
 PP0389
 PP0389.The dynamic height is computed by dividing the NAVD 88
 PP0389.geopotential number by the normal gravity value computed on the
 PP0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0389.degrees latitude (g = 980.6199 gals.).
 PP0389
 PP0389.The modeled gravity was interpolated from observed gravity values.
 PP0389
 PP0389;                    North         East    Units  Estimated Accuracy
 PP0389;SPC MN S     -   243,150.      890,100.      MT  (+/- 180 meters Scaled)
 PP0389
 PP0389                          SUPERSEDED SURVEY CONTROL
 PP0389
 PP0389  NGVD 29 (??/??/92)  345.355  (m)         1133.05   (f) ADJ UNCH    2 0
 PP0389
 PP0389.Superseded values are not recommended for survey control.
 PP0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0389.See file dsdata.txt to determine how the superseded data were derived.
 PP0389
 PP0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK102032(NAD 83)
 PP0389
 PP0389_MARKER: DB = BENCH MARK DISK
 PP0389_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0389_STAMPING: 2511 AO 1972
 PP0389_MARK LOGO: MNHD  
 PP0389_PROJECTION: PROJECTING 5 CENTIMETERS
 PP0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0389+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0389
 PP0389  HISTORY     - Date     Condition        Report By
 PP0389  HISTORY     - 1972     MONUMENTED       MNDT
 PP0389  HISTORY     - 20090611 GOOD             MNDT
 PP0389
 PP0389                          STATION DESCRIPTION
 PP0389
 PP0389'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0389'4.4 MI W FROM WANAMINGO.
 PP0389'MARK IS LOCATED 4.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0389'60 AND T.H. 57 IN WANAMINGO, AT THE JUNCTION OF T.H. 60 AND COUNTY
 PP0389'ROAD 1, ABOUT 250 FEET SOUTH OF T.H. 60, 47 FEET EAST OF THE
 PP0389'CENTERLINE OF COUNTY ROAD 1, 113 FEET NORTH OF A UNDERGROUND TELEPHONE
 PP0389'CABLE WARNING SIGN, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 0.8 FEET
 PP0389'NORTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE
 PP0389'MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.  NW 1/4 SECTION 4, T
 PP0389'109N, R 17W.
 PP0389
 PP0389                          STATION RECOVERY (2009)
 PP0389
 PP0389'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0389'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0388 ***********************************************************************
 PP0388  DESIGNATION -  2511 AP
 PP0388  PID         -  PP0388
 PP0388  STATE/COUNTY-  MN/GOODHUE
 PP0388  COUNTRY     -  US
 PP0388  USGS QUAD   -  WANAMINGO (1980)
 PP0388
 PP0388                         *CURRENT SURVEY CONTROL
 PP0388  ______________________________________________________________________
 PP0388* NAD 83(1986) POSITION- 44 17 01.00   (N) 092 51 52.00   (W)   HD_HELD1  
 PP0388* NAVD 88 ORTHO HEIGHT -   346.572  (meters)    1137.05  (feet) ADJUSTED  
 PP0388  ______________________________________________________________________
 PP0388  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 PP0388  DYNAMIC HEIGHT  -        346.513 (meters)     1136.85  (feet) COMP
 PP0388  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 PP0388
 PP0388  VERT ORDER      -  SECOND    CLASS 0
 PP0388
 PP0388.The horizontal coordinates were established by differentially corrected
 PP0388.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0388.
 PP0388.The orthometric height was determined by differential leveling and
 PP0388.adjusted in June 1991.
 PP0388
 PP0388.The dynamic height is computed by dividing the NAVD 88
 PP0388.geopotential number by the normal gravity value computed on the
 PP0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0388.degrees latitude (g = 980.6199 gals.).
 PP0388
 PP0388.The modeled gravity was interpolated from observed gravity values.
 PP0388
 PP0388;                    North         East    Units  Estimated Accuracy
 PP0388;SPC MN S     -   243,253.2     890,634.3     MT  (+/- 3 meters HH1 GPS) 
 PP0388
 PP0388                          SUPERSEDED SURVEY CONTROL
 PP0388
 PP0388  NGVD 29 (??/??/92)  346.537  (m)         1136.93   (f) ADJ UNCH    2 0
 PP0388
 PP0388.Superseded values are not recommended for survey control.
 PP0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0388.See file dsdata.txt to determine how the superseded data were derived.
 PP0388
 PP0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1081603382(NAD 83)
 PP0388
 PP0388_MARKER: DD = SURVEY DISK
 PP0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0388_STAMPING: 2511 AP 1972
 PP0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0388+STABILITY: SURFACE MOTION
 PP0388
 PP0388  HISTORY     - Date     Condition        Report By
 PP0388  HISTORY     - 1972     MONUMENTED       MNDT
 PP0388  HISTORY     - 20090611 MARK NOT FOUND   MNDT
 PP0388
 PP0388                          STATION DESCRIPTION
 PP0388
 PP0388'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0388'4.0 MI W FROM WANAMINGO.
 PP0388'MARK IS LOCATED 4.0 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0388'60 AND T.H. 57 IN WANAMINGO, 48 FEET NORTH OF THE CENTERLINE OF T.H.
 PP0388'60 AT MILE POINT 170.0, 76 FEET NORTH-NORTHWEST OF MILE POST 170, 153
 PP0388'FEET SOUTH OF THE SOUTHEAST CORNER OF WOODEN SHED (SMALL RED BARN), 9
 PP0388'FEET EAST OF THE CENTER OF A FARM ENTRANCE, 58 FEET EAST-SOUTHEAST OF
 PP0388'A POWER POLE, 0.7 FEET SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A
 PP0388'6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 PP0388'SW 1/4 SECTION 33, T 110N, R 17W.
 PP0388
 PP0388                          STATION RECOVERY (2009)
 PP0388
 PP0388'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0388'THE MARK WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0387 ***********************************************************************
 PP0387  DESIGNATION -  2511 AQ
 PP0387  PID         -  PP0387
 PP0387  STATE/COUNTY-  MN/GOODHUE
 PP0387  COUNTRY     -  US
 PP0387  USGS QUAD   -  WANAMINGO (1980)
 PP0387
 PP0387                         *CURRENT SURVEY CONTROL
 PP0387  ______________________________________________________________________
 PP0387* NAD 83(1986) POSITION- 44 17 01.00   (N) 092 51 25.00   (W)   HD_HELD1  
 PP0387* NAVD 88 ORTHO HEIGHT -   345.231  (meters)    1132.65  (feet) ADJUSTED  
 PP0387  ______________________________________________________________________
 PP0387  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 PP0387  DYNAMIC HEIGHT  -        345.172 (meters)     1132.45  (feet) COMP
 PP0387  MODELED GRAVITY -    980,438.7   (mgal)                       NAVD 88
 PP0387
 PP0387  VERT ORDER      -  SECOND    CLASS 0
 PP0387
 PP0387.The horizontal coordinates were established by differentially corrected
 PP0387.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0387.
 PP0387.The orthometric height was determined by differential leveling and
 PP0387.adjusted in June 1991.
 PP0387
 PP0387.The dynamic height is computed by dividing the NAVD 88
 PP0387.geopotential number by the normal gravity value computed on the
 PP0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0387.degrees latitude (g = 980.6199 gals.).
 PP0387
 PP0387.The modeled gravity was interpolated from observed gravity values.
 PP0387
 PP0387;                    North         East    Units  Estimated Accuracy
 PP0387;SPC MN S     -   243,261.6     891,232.9     MT  (+/- 3 meters HH1 GPS) 
 PP0387
 PP0387                          SUPERSEDED SURVEY CONTROL
 PP0387
 PP0387  NGVD 29 (??/??/92)  345.196  (m)         1132.53   (f) ADJ UNCH    2 0
 PP0387
 PP0387.Superseded values are not recommended for survey control.
 PP0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0387.See file dsdata.txt to determine how the superseded data were derived.
 PP0387
 PP0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1141403383(NAD 83)
 PP0387
 PP0387_MARKER: DD = SURVEY DISK
 PP0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0387_STAMPING: 2511 AQ 1972
 PP0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0387+STABILITY: SURFACE MOTION
 PP0387
 PP0387  HISTORY     - Date     Condition        Report By
 PP0387  HISTORY     - 1972     MONUMENTED       MNDT
 PP0387  HISTORY     - 20090611 MARK NOT FOUND   MNDT
 PP0387
 PP0387                          STATION DESCRIPTION
 PP0387
 PP0387'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0387'3.7 MI W FROM WANAMINGO.
 PP0387'MARK IS LOCATED 3.7 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0387'60 AND T.H. 57 IN WANAMINGO, 105 FEET SOUTH OF THE CENTERLINE OF T.H.
 PP0387'60 AT MILE POINT 170.3, 29 FEET SOUTH OF THE CENTERLINE OF AN
 PP0387'EAST-WEST TOWNSHIP ROAD, 119 FEET SOUTHEAST OF A TRAFFIC SIGN (STOP),
 PP0387'1 FOOT NORTH OF AN EAST-WEST FENCE LINE, 0.6 FEET NORTH OF A STEEL
 PP0387'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0387'FLUSH WITH THE GROUND.  NE 1/4 SECTION 4, T 109N, R 17W.
 PP0387
 PP0387                          STATION RECOVERY (2009)
 PP0387
 PP0387'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0387'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0386 ***********************************************************************
 PP0386  DESIGNATION -  2511 AR
 PP0386  PID         -  PP0386
 PP0386  STATE/COUNTY-  MN/GOODHUE
 PP0386  COUNTRY     -  US
 PP0386  USGS QUAD   -  WANAMINGO (1980)
 PP0386
 PP0386                         *CURRENT SURVEY CONTROL
 PP0386  ______________________________________________________________________
 PP0386* NAD 83(1986) POSITION- 44 17 17.00   (N) 092 51 03.00   (W)   HD_HELD1  
 PP0386* NAVD 88 ORTHO HEIGHT -   352.169  (meters)    1155.41  (feet) ADJUSTED  
 PP0386  ______________________________________________________________________
 PP0386  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 PP0386  DYNAMIC HEIGHT  -        352.109 (meters)     1155.21  (feet) COMP
 PP0386  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 PP0386
 PP0386  VERT ORDER      -  SECOND    CLASS 0
 PP0386
 PP0386.The horizontal coordinates were established by differentially corrected
 PP0386.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0386.
 PP0386.The orthometric height was determined by differential leveling and
 PP0386.adjusted in June 1991.
 PP0386
 PP0386.The dynamic height is computed by dividing the NAVD 88
 PP0386.geopotential number by the normal gravity value computed on the
 PP0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0386.degrees latitude (g = 980.6199 gals.).
 PP0386
 PP0386.The modeled gravity was interpolated from observed gravity values.
 PP0386
 PP0386;                    North         East    Units  Estimated Accuracy
 PP0386;SPC MN S     -   243,762.2     891,713.6     MT  (+/- 3 meters HH1 GPS) 
 PP0386
 PP0386                          SUPERSEDED SURVEY CONTROL
 PP0386
 PP0386  NGVD 29 (??/??/92)  352.133  (m)         1155.29   (f) ADJ UNCH    2 0
 PP0386
 PP0386.Superseded values are not recommended for survey control.
 PP0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0386.See file dsdata.txt to determine how the superseded data were derived.
 PP0386
 PP0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1190103878(NAD 83)
 PP0386
 PP0386_MARKER: DD = SURVEY DISK
 PP0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0386_STAMPING: 2511 AR 1972
 PP0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0386+STABILITY: SURFACE MOTION
 PP0386
 PP0386  HISTORY     - Date     Condition        Report By
 PP0386  HISTORY     - 1972     MONUMENTED       MNDT
 PP0386  HISTORY     - 20090615 MARK NOT FOUND   MNDT
 PP0386
 PP0386                          STATION DESCRIPTION
 PP0386
 PP0386'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0386'3.4 MI W FROM WANAMINGO.
 PP0386'MARK IS LOCATED 3.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0386'60 AND T.H. 57 IN WANAMINGO, ABOUT 300 FEET NORTH ALONG A PRIVATE
 PP0386'DRIVEWAY AT T.H. 60 MILE POINT 170.65, 15 FEET WEST OF THE CENTERLINE
 PP0386'OF THE DRIVEWAY, 88 FEET NORTH OF A 3 INCH DEAD BOX ELDER, 1 FOOT EAST
 PP0386'OF A NORTH-SOUTH FENCE LINE, 0.6 FEET SOUTH OF A STEEL WITNESS POST IN
 PP0386'THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 3 INCHES
 PP0386'ABOVE THE GROUND.  SE 1/4 SECTION 33, T 110N, R 17W.
 PP0386
 PP0386                          STATION RECOVERY (2009)
 PP0386
 PP0386'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0386'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0385 ***********************************************************************
 PP0385  DESIGNATION -  2511 AS
 PP0385  PID         -  PP0385
 PP0385  STATE/COUNTY-  MN/GOODHUE
 PP0385  COUNTRY     -  US
 PP0385  USGS QUAD   -  WANAMINGO (1980)
 PP0385
 PP0385                         *CURRENT SURVEY CONTROL
 PP0385  ______________________________________________________________________
 PP0385* NAD 83(1986) POSITION- 44 17 28.00   (N) 092 50 31.00   (W)   HD_HELD1  
 PP0385* NAVD 88 ORTHO HEIGHT -   358.333  (meters)    1175.63  (feet) ADJUSTED  
 PP0385  ______________________________________________________________________
 PP0385  GEOID HEIGHT    -        -29.43  (meters)                     GEOID09
 PP0385  DYNAMIC HEIGHT  -        358.272 (meters)     1175.43  (feet) COMP
 PP0385  MODELED GRAVITY -    980,438.0   (mgal)                       NAVD 88
 PP0385
 PP0385  VERT ORDER      -  SECOND    CLASS 0
 PP0385
 PP0385.The horizontal coordinates were established by differentially corrected
 PP0385.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0385.
 PP0385.The orthometric height was determined by differential leveling and
 PP0385.adjusted in June 1991.
 PP0385
 PP0385.The dynamic height is computed by dividing the NAVD 88
 PP0385.geopotential number by the normal gravity value computed on the
 PP0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0385.degrees latitude (g = 980.6199 gals.).
 PP0385
 PP0385.The modeled gravity was interpolated from observed gravity values.
 PP0385
 PP0385;                    North         East    Units  Estimated Accuracy
 PP0385;SPC MN S     -   244,111.7     892,418.2     MT  (+/- 3 meters HH1 GPS) 
 PP0385
 PP0385                          SUPERSEDED SURVEY CONTROL
 PP0385
 PP0385  NGVD 29 (??/??/92)  358.295  (m)         1175.51   (f) ADJ UNCH    2 0
 PP0385
 PP0385.Superseded values are not recommended for survey control.
 PP0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0385.See file dsdata.txt to determine how the superseded data were derived.
 PP0385
 PP0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1260904218(NAD 83)
 PP0385
 PP0385_MARKER: DD = SURVEY DISK
 PP0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0385_STAMPING: 2511 AS 1972
 PP0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0385+STABILITY: SURFACE MOTION
 PP0385
 PP0385  HISTORY     - Date     Condition        Report By
 PP0385  HISTORY     - 1972     MONUMENTED       MNDT
 PP0385  HISTORY     - 20090615 MARK NOT FOUND   MNDT
 PP0385
 PP0385                          STATION DESCRIPTION
 PP0385
 PP0385'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0385'2.6 MI W FROM WANAMINGO.
 PP0385'MARK IS LOCATED 2.6 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0385'60 AND T.H. 57 IN WANAMINGO, 47 FEET NORTH OF THE CENTERLINE OF T.H.
 PP0385'60 AT MILEPOINT 171.4, 12 FEET EAST OF A FIELD ENTRANCE, 130 FEET
 PP0385'EAST-SOUTHEAST OF A POWER POLE, 14 FEET NORTH OF AN EAST-WEST FENCE
 PP0385'LINE, 0.6 FEET SOUTH OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT
 PP0385'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION
 PP0385'34, T 110N, R 17W.
 PP0385
 PP0385                          STATION RECOVERY (2009)
 PP0385
 PP0385'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0385'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0384 ***********************************************************************
 PP0384  DESIGNATION -  2511 AT
 PP0384  PID         -  PP0384
 PP0384  STATE/COUNTY-  MN/GOODHUE
 PP0384  COUNTRY     -  US
 PP0384  USGS QUAD   -  WANAMINGO (1980)
 PP0384
 PP0384                         *CURRENT SURVEY CONTROL
 PP0384  ______________________________________________________________________
 PP0384* NAD 83(1986) POSITION- 44 17 26.     (N) 092 50 08.     (W)   SCALED    
 PP0384* NAVD 88 ORTHO HEIGHT -   351.648  (meters)    1153.70  (feet) ADJUSTED  
 PP0384  ______________________________________________________________________
 PP0384  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 PP0384  DYNAMIC HEIGHT  -        351.588 (meters)     1153.50  (feet) COMP
 PP0384  MODELED GRAVITY -    980,437.5   (mgal)                       NAVD 88
 PP0384
 PP0384  VERT ORDER      -  SECOND    CLASS 0
 PP0384
 PP0384.The horizontal coordinates were scaled from a topographic map and have
 PP0384.an estimated accuracy of +/- 6 seconds.
 PP0384.
 PP0384.The orthometric height was determined by differential leveling and
 PP0384.adjusted in June 1991.
 PP0384
 PP0384.Photographs are available for this station.
 PP0384
 PP0384.The dynamic height is computed by dividing the NAVD 88
 PP0384.geopotential number by the normal gravity value computed on the
 PP0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0384.degrees latitude (g = 980.6199 gals.).
 PP0384
 PP0384.The modeled gravity was interpolated from observed gravity values.
 PP0384
 PP0384;                    North         East    Units  Estimated Accuracy
 PP0384;SPC MN S     -   244,060.      892,930.      MT  (+/- 180 meters Scaled)
 PP0384
 PP0384                          SUPERSEDED SURVEY CONTROL
 PP0384
 PP0384  NGVD 29 (??/??/92)  351.611  (m)         1153.58   (f) ADJ UNCH    2 0
 PP0384
 PP0384.Superseded values are not recommended for survey control.
 PP0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0384.See file dsdata.txt to determine how the superseded data were derived.
 PP0384
 PP0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK131041(NAD 83)
 PP0384
 PP0384_MARKER: DB = BENCH MARK DISK
 PP0384_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0384_STAMPING: 2511 AT 1972
 PP0384_MARK LOGO: MNHD  
 PP0384_PROJECTION: FLUSH
 PP0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0384+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2009
 PP0384
 PP0384  HISTORY     - Date     Condition        Report By
 PP0384  HISTORY     - 1972     MONUMENTED       MNDT
 PP0384  HISTORY     - 20090611 GOOD             MNDT
 PP0384
 PP0384                          STATION DESCRIPTION
 PP0384
 PP0384'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0384'2.3 MI W FROM WANAMINGO.
 PP0384'MARK IS LOCATED 2.3 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0384'60 AND T.H. 57 IN WANAMINGO, 138 FEET SOUTH OF THE CENTERLINE OF T.H.
 PP0384'60 AT MILE POINT 171.7 OF A T-FENCE SOUTH, 163 FEET WEST OF A POWER
 PP0384'POLE WITH GUY WIRES, 90 FEET SOUTH OF AN EAST-WEST FENCE LINE, 2 FEET
 PP0384'EAST OF A NORTH-SOUTH FENCE LINE, 0.6 FEET NORTH OF A STEEL WITNESS
 PP0384'POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT, 15 FEET LOWER
 PP0384'THAN THE HIGHWAY AND PROJECTING 2 INCHES ABOVE THE GROUND. SE 1/4
 PP0384'SECTION 34, T 110N, R 17W.
 PP0384
 PP0384                          STATION RECOVERY (2009)
 PP0384
 PP0384'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0383 ***********************************************************************
 PP0383  DESIGNATION -  2511 AT 1
 PP0383  PID         -  PP0383
 PP0383  STATE/COUNTY-  MN/GOODHUE
 PP0383  COUNTRY     -  US
 PP0383  USGS QUAD   -  WANAMINGO (1980)
 PP0383
 PP0383                         *CURRENT SURVEY CONTROL
 PP0383  ______________________________________________________________________
 PP0383* NAD 83(1986) POSITION- 44 17 36.00   (N) 092 49 40.00   (W)   HD_HELD1  
 PP0383* NAVD 88 ORTHO HEIGHT -   335.602  (meters)    1101.05  (feet) ADJUSTED  
 PP0383  ______________________________________________________________________
 PP0383  GEOID HEIGHT    -        -29.48  (meters)                     GEOID09
 PP0383  DYNAMIC HEIGHT  -        335.544 (meters)     1100.86  (feet) COMP
 PP0383  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 PP0383
 PP0383  VERT ORDER      -  SECOND    CLASS 0
 PP0383
 PP0383.The horizontal coordinates were established by differentially corrected
 PP0383.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0383.
 PP0383.The orthometric height was determined by differential leveling and
 PP0383.adjusted in June 1991.
 PP0383
 PP0383.The dynamic height is computed by dividing the NAVD 88
 PP0383.geopotential number by the normal gravity value computed on the
 PP0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0383.degrees latitude (g = 980.6199 gals.).
 PP0383
 PP0383.The modeled gravity was interpolated from observed gravity values.
 PP0383
 PP0383;                    North         East    Units  Estimated Accuracy
 PP0383;SPC MN S     -   244,374.7     893,545.1     MT  (+/- 3 meters HH1 GPS) 
 PP0383
 PP0383                          SUPERSEDED SURVEY CONTROL
 PP0383
 PP0383  NGVD 29 (??/??/92)  335.565  (m)         1100.93   (f) ADJ UNCH    2 0
 PP0383
 PP0383.Superseded values are not recommended for survey control.
 PP0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0383.See file dsdata.txt to determine how the superseded data were derived.
 PP0383
 PP0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1373904467(NAD 83)
 PP0383
 PP0383_MARKER: DD = SURVEY DISK
 PP0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0383_STAMPING: 2511 AT 1 1972
 PP0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0383+STABILITY: SURFACE MOTION
 PP0383
 PP0383  HISTORY     - Date     Condition        Report By
 PP0383  HISTORY     - 1972     MONUMENTED       MNDT
 PP0383  HISTORY     - 20090615 MARK NOT FOUND   MNDT
 PP0383
 PP0383                          STATION DESCRIPTION
 PP0383
 PP0383'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0383'2.0 MI W FROM WANAMINGO.
 PP0383'MARK IS LOCATED 2.0 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0383'60 AND T.H. 57 IN WANAMINGO, 50 FEET NORTH OF THE CENTERLINE OF T.H.
 PP0383'60 AT MILE POST 172.0, 84.6 FEET NORTH-NORTHEAST OF MILE POST 172, 11
 PP0383'FEET WEST OF THE CENTERLINE OF A FARM ENTRANCE NORTH.  1 FOOT SOUTH OF
 PP0383'AN EAST-WEST FENCE LINE, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN
 PP0383'THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES
 PP0383'ABOVE THE GROUND.  NW 1/4 SECTION 35, T 110N, R 17W.
 PP0383
 PP0383                          STATION RECOVERY (2009)
 PP0383
 PP0383'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0383'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0382 ***********************************************************************
 PP0382  DESIGNATION -  2511 AU RESET
 PP0382  PID         -  PP0382
 PP0382  STATE/COUNTY-  MN/GOODHUE
 PP0382  COUNTRY     -  US
 PP0382  USGS QUAD   -  WANAMINGO (1980)
 PP0382
 PP0382                         *CURRENT SURVEY CONTROL
 PP0382  ______________________________________________________________________
 PP0382* NAD 83(1986) POSITION- 44 17 54.00   (N) 092 49 11.00   (W)   HD_HELD1  
 PP0382* NAVD 88 ORTHO HEIGHT -   329.08   (meters)    1079.7   (feet) RESET     
 PP0382  ______________________________________________________________________
 PP0382  GEOID HEIGHT    -        -29.52  (meters)                     GEOID09
 PP0382  VERT ORDER      -  THIRD
 PP0382
 PP0382.The horizontal coordinates were established by differentially corrected
 PP0382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0382.
 PP0382.The orthometric height was computed from unverified reset data.
 PP0382
 PP0382.No vertical observational check was made to the station.
 PP0382
 PP0382.Photographs are available for this station.
 PP0382
 PP0382;                    North         East    Units  Estimated Accuracy
 PP0382;SPC MN S     -   244,939.4     894,179.9     MT  (+/- 3 meters HH1 GPS) 
 PP0382
 PP0382                          SUPERSEDED SURVEY CONTROL
 PP0382
 PP0382  NGVD 29 (04/14/03)  329.04   (m)         1079.5    (f) RESET       3  
 PP0382
 PP0382.Superseded values are not recommended for survey control.
 PP0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0382.See file dsdata.txt to determine how the superseded data were derived.
 PP0382
 PP0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1438005024(NAD 83)
 PP0382
 PP0382_MARKER: DV = VERTICAL CONTROL DISK
 PP0382_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP0382_SP_SET: 17 FT
 PP0382_STAMPING: 2511 AU RESET 1975
 PP0382_MARK LOGO: MNHD  
 PP0382_PROJECTION: RECESSED 5 CENTIMETERS
 PP0382_MAGNETIC: I = MARKER IS A STEEL ROD
 PP0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0382+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP0382
 PP0382  HISTORY     - Date     Condition        Report By
 PP0382  HISTORY     - 1975     MONUMENTED       MNDT
 PP0382  HISTORY     - 20090615 GOOD             MNDT
 PP0382
 PP0382                          STATION DESCRIPTION
 PP0382
 PP0382'DESCRIBED BY MN DEPT OF TRANSP 1975
 PP0382'1.4 MI W FROM WANAMINGO.
 PP0382'THE MARK IS LOCATED 1.4 MILES WEST ALONG TRUNK HIGHWAY 60 FROM THE
 PP0382'JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN WANAMINGO AT THE
 PP0382'BEGINNING OF A CURVE IN THE ROADWAY, 96 FEET NORTH OF THE CENTERLINE
 PP0382'OF TRUNK HIGHWAY 60 AT MILEPOINT 172.6, 5 FEET SOUTH-SOUTHWEST OF
 PP0382'POWER POLE NUMBER 452, 2 FEET EAST OF A JOG IN THE RIGHT-OF-WAY, AND 4
 PP0382'FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP0382'MNHD BENCH MARK DISK ATTACHED TO THE TOP OF A 5/8 INCH DIAMETER BY 17
 PP0382'FOOT LONG DRIVEN COPPER COATED STEEL ROD, IS SET FLUSH WITH THE
 PP0382'SURFACE OF THE GROUND.  SE 1/4 SECTION 26, T 110N, R 17W.
 PP0382
 PP0382                          STATION RECOVERY (2009)
 PP0382
 PP0382'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0382'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0380 ***********************************************************************
 PP0380  DESIGNATION -  2511 AV
 PP0380  PID         -  PP0380
 PP0380  STATE/COUNTY-  MN/GOODHUE
 PP0380  COUNTRY     -  US
 PP0380  USGS QUAD   -  WANAMINGO (1980)
 PP0380
 PP0380                         *CURRENT SURVEY CONTROL
 PP0380  ______________________________________________________________________
 PP0380* NAD 83(1986) POSITION- 44 17 55.     (N) 092 48 39.     (W)   SCALED    
 PP0380* NAVD 88 ORTHO HEIGHT -   328.426  (meters)    1077.51  (feet) ADJUSTED  
 PP0380  ______________________________________________________________________
 PP0380  GEOID HEIGHT    -        -29.55  (meters)                     GEOID09
 PP0380  DYNAMIC HEIGHT  -        328.369 (meters)     1077.32  (feet) COMP
 PP0380  MODELED GRAVITY -    980,436.6   (mgal)                       NAVD 88
 PP0380
 PP0380  VERT ORDER      -  SECOND    CLASS 0
 PP0380
 PP0380.The horizontal coordinates were scaled from a topographic map and have
 PP0380.an estimated accuracy of +/- 6 seconds.
 PP0380.
 PP0380.The orthometric height was determined by differential leveling and
 PP0380.adjusted in June 1991.
 PP0380
 PP0380.Photographs are available for this station.
 PP0380
 PP0380.The dynamic height is computed by dividing the NAVD 88
 PP0380.geopotential number by the normal gravity value computed on the
 PP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0380.degrees latitude (g = 980.6199 gals.).
 PP0380
 PP0380.The modeled gravity was interpolated from observed gravity values.
 PP0380
 PP0380;                    North         East    Units  Estimated Accuracy
 PP0380;SPC MN S     -   244,980.      894,890.      MT  (+/- 180 meters Scaled)
 PP0380
 PP0380                          SUPERSEDED SURVEY CONTROL
 PP0380
 PP0380  NGVD 29 (??/??/92)  328.388  (m)         1077.39   (f) ADJ UNCH    2 0
 PP0380
 PP0380.Superseded values are not recommended for survey control.
 PP0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0380.See file dsdata.txt to determine how the superseded data were derived.
 PP0380
 PP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK150050(NAD 83)
 PP0380
 PP0380_MARKER: DB = BENCH MARK DISK
 PP0380_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0380_STAMPING: 2511 AV 1972
 PP0380_MARK LOGO: MNHD  
 PP0380_PROJECTION: FLUSH
 PP0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0380+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP0380
 PP0380  HISTORY     - Date     Condition        Report By
 PP0380  HISTORY     - 1972     MONUMENTED       MNDT
 PP0380  HISTORY     - 20090615 GOOD             MNDT
 PP0380
 PP0380                          STATION DESCRIPTION
 PP0380
 PP0380'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0380'1 MI W FROM WANAMINGO.
 PP0380'MARK IS LOCATED 1.0 MILE WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0380'60 AND T.H. 57 IN WANAMINGO, 225 FEET NORTH OF T.H. 60 OF MILE POST
 PP0380'173.0, 42 FEET WEST OF THE CENTERLINE OF A TOWNSHIP ROAD, 1 FOOT EAST
 PP0380'OF A NORTH-SOUTH FENCE LINE, 0.8 FEET SOUTH OF A STEEL WITNESS POST,
 PP0380'IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 1 INCH
 PP0380'ABOVE THE GROUND.  SE 1/4 SECTION 26, T 110N, R 17W.
 PP0380
 PP0380                          STATION RECOVERY (2009)
 PP0380
 PP0380'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0380'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0379 ***********************************************************************
 PP0379  DESIGNATION -  2511 AW
 PP0379  PID         -  PP0379
 PP0379  STATE/COUNTY-  MN/GOODHUE
 PP0379  COUNTRY     -  US
 PP0379  USGS QUAD   -  WANAMINGO (1980)
 PP0379
 PP0379                         *CURRENT SURVEY CONTROL
 PP0379  ______________________________________________________________________
 PP0379* NAD 83(2007) POSITION- 44 17 51.69007(N) 092 48 02.74896(W)   ADJUSTED  
 PP0379* NAD 83(2007) ELLIP HT-   294.946 (meters)        (07/30/09)   ADJUSTED
 PP0379* NAD 83(2007) EPOCH   -  2002.00
 PP0379* NAVD 88 ORTHO HEIGHT -   324.542  (meters)    1064.77  (feet) ADJUSTED  
 PP0379  ______________________________________________________________________
 PP0379  NAD 83(2007) X  -   -223,433.661 (meters)                     COMP
 PP0379  NAD 83(2007) Y  - -4,567,185.704 (meters)                     COMP
 PP0379  NAD 83(2007) Z  -  4,432,032.160 (meters)                     COMP
 PP0379  LAPLACE CORR    -         -8.53  (seconds)                    DEFLEC09
 PP0379  GEOID HEIGHT    -        -29.58  (meters)                     GEOID09
 PP0379  DYNAMIC HEIGHT  -        324.486 (meters)     1064.58  (feet) COMP
 PP0379  MODELED GRAVITY -    980,436.0   (mgal)                       NAVD 88
 PP0379
 PP0379  HORZ ORDER      -  FIRST
 PP0379  VERT ORDER      -  SECOND    CLASS I
 PP0379  ELLP ORDER      -  THIRD     CLASS II
 PP0379
 PP0379.The horizontal coordinates were established by GPS observations
 PP0379.and adjusted by the National Geodetic Survey in July 2009.
 PP0379
 PP0379.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP0379.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP0379
 PP0379.The horizontal coordinates are valid at the epoch date displayed above
 PP0379.which is a decimal equivalence of Year/Month/Day.
 PP0379
 PP0379.The orthometric height was determined by differential leveling and
 PP0379.adjusted in June 1991.
 PP0379
 PP0379.Photographs are available for this station.
 PP0379
 PP0379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP0379
 PP0379.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0379
 PP0379.The ellipsoidal height was determined by GPS observations
 PP0379.and is referenced to NAD 83.
 PP0379
 PP0379.The dynamic height is computed by dividing the NAVD 88
 PP0379.geopotential number by the normal gravity value computed on the
 PP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0379.degrees latitude (g = 980.6199 gals.).
 PP0379
 PP0379.The modeled gravity was interpolated from observed gravity values.
 PP0379
 PP0379. The following values were computed from the NAD 83(2007) position.
 PP0379
 PP0379;                    North         East     Units Scale Factor Converg.
 PP0379;SPC MN S     -   244,890.128   895,693.660   MT  0.99992834   +0 50 26.1
 PP0379;SPC MN S     -   803,443.69  2,938,621.62   sFT  0.99992834   +0 50 26.1
 PP0379;UTM  15      - 4,904,956.964   515,893.518   MT  0.99960311   +0 08 20.9
 PP0379
 PP0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0379!SPC MN S     -   0.99995375  x   0.99992834  =   0.99988210
 PP0379!UTM  15      -   0.99995375  x   0.99960311  =   0.99955688
 PP0379
 PP0379                          SUPERSEDED SURVEY CONTROL
 PP0379
 PP0379  NAD 83(1996)-  44 17 51.68967(N)    092 48 02.74833(W) AD(       ) 1
 PP0379  ELLIP H (03/06/08)  294.988  (m)                       GP(       ) 3 2
 PP0379  NAVD 88 (03/06/08)  324.54   (m)         1064.8    (f) LEVELING    3  
 PP0379  NGVD 29 (??/??/92)  324.504  (m)         1064.64   (f) ADJ UNCH    2 0
 PP0379
 PP0379.Superseded values are not recommended for survey control.
 PP0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0379.See file dsdata.txt to determine how the superseded data were derived.
 PP0379
 PP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1589304956(NAD 83)
 PP0379
 PP0379_MARKER: DB = BENCH MARK DISK
 PP0379_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0379_STAMPING: 2511 AW 1972
 PP0379_MARK LOGO: MNHD  
 PP0379_PROJECTION: FLUSH
 PP0379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0379+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP0379
 PP0379  HISTORY     - Date     Condition        Report By
 PP0379  HISTORY     - 1972     MONUMENTED       MNHD
 PP0379  HISTORY     - 20051205 GOOD             MNDT
 PP0379  HISTORY     - 20060823 GOOD             MNDT
 PP0379  HISTORY     - 20090615 GOOD             MNDT
 PP0379
 PP0379                          STATION DESCRIPTION
 PP0379
 PP0379'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0379'0.5 MI W FROM WANAMINGO.
 PP0379'MARK IS LOCATED 0.5 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0379'60 AND T.H. 57 IN WANAMINGO, ABOUT 300 FEET SOUTH OF A NATURAL GAS
 PP0379'STORAGE TANK, 102 FEET SOUTH OF THE CENTERLINE OF T.H. 60 AT MILEPOINT
 PP0379'173.5, 37 FEET SOUTH OF A POWER POLE ON A NORTH-SOUTH POLE LINE, 2
 PP0379'FEET EAST OF A NORTH-SOUTH FENCE LINE, 0.5 FEET NORTH OF A STEEL
 PP0379'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT
 PP0379'PROJECTING 2 INCHES ABOVE THE GROUND.  NE 1/4 SECTION 36, T 110N, R
 PP0379'17W.
 PP0379
 PP0379                          STATION RECOVERY (2005)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0379'0.5 MILES WEST FROM WANAMINGO, 0.5 MILES WEST ALONG TRUNK HIGHWAY 60
 PP0379'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN
 PP0379'WANAMINGO, AT TRUNK HIGHWAY 60 MILEPOINT 173.5, 102 FEET SOUTH OF
 PP0379'TRUNK HIGHWAY 60, 300 FEET SOUTH OF GAS STORAGE TANK, 37 FEET SOUTH OF
 PP0379'POWER POLE, 2 FEET EAST OF NORTH-SOUTH FENCELINE, 0.5 FEET NORTH OF
 PP0379'WITNESS POST.
 PP0379
 PP0379                          STATION RECOVERY (2006)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP0379'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP0379'THE MARK IS 0.5 MILE (0.8 KM) WEST OF WANAMINGO, 0.5 MILE (0.8 KM)
 PP0379'WEST OF THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57, AT
 PP0379'MILEPOINT 173.6, 102 FEET (31.1 M) SOUTH OF TRUNK HIGHWAY 60, 300 FEET
 PP0379'(91.4 M) SOUTH OF GAS STORAGE TANK, 4.7 FEET (1.4 M) SOUTH OF POWER
 PP0379'POLE, 2.5 FEET (0.8 M) SOUTH OF CABLE PEDESTAL, 0.5 FOOT (15.2 CM)
 PP0379'NORTH OF WITNESS POST.
 PP0379
 PP0379                          STATION RECOVERY (2009)
 PP0379
 PP0379'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0379'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0377 ***********************************************************************
 PP0377  DESIGNATION -  2511 AX
 PP0377  PID         -  PP0377
 PP0377  STATE/COUNTY-  MN/GOODHUE
 PP0377  COUNTRY     -  US
 PP0377  USGS QUAD   -  WANAMINGO (1980)
 PP0377
 PP0377                         *CURRENT SURVEY CONTROL
 PP0377  ______________________________________________________________________
 PP0377* NAD 83(1986) POSITION- 44 17 55.     (N) 092 47 27.     (W)   SCALED    
 PP0377* NAVD 88 ORTHO HEIGHT -   328.469  (meters)    1077.65  (feet) ADJUSTED  
 PP0377  ______________________________________________________________________
 PP0377  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 PP0377  DYNAMIC HEIGHT  -        328.412 (meters)     1077.46  (feet) COMP
 PP0377  MODELED GRAVITY -    980,435.0   (mgal)                       NAVD 88
 PP0377
 PP0377  VERT ORDER      -  SECOND    CLASS 0
 PP0377
 PP0377.The horizontal coordinates were scaled from a topographic map and have
 PP0377.an estimated accuracy of +/- 6 seconds.
 PP0377.
 PP0377.The orthometric height was determined by differential leveling and
 PP0377.adjusted in June 1991.
 PP0377
 PP0377.The dynamic height is computed by dividing the NAVD 88
 PP0377.geopotential number by the normal gravity value computed on the
 PP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0377.degrees latitude (g = 980.6199 gals.).
 PP0377
 PP0377.The modeled gravity was interpolated from observed gravity values.
 PP0377
 PP0377;                    North         East    Units  Estimated Accuracy
 PP0377;SPC MN S     -   245,000.      896,480.      MT  (+/- 180 meters Scaled)
 PP0377
 PP0377                          SUPERSEDED SURVEY CONTROL
 PP0377
 PP0377  NGVD 29 (??/??/92)  328.429  (m)         1077.52   (f) ADJ UNCH    2 0
 PP0377
 PP0377.Superseded values are not recommended for survey control.
 PP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0377.See file dsdata.txt to determine how the superseded data were derived.
 PP0377
 PP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK166050(NAD 83)
 PP0377
 PP0377_MARKER: DD = SURVEY DISK
 PP0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0377_STAMPING: 2511 AX 1972
 PP0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0377+STABILITY: SURFACE MOTION
 PP0377
 PP0377  HISTORY     - Date     Condition        Report By
 PP0377  HISTORY     - 1972     MONUMENTED       MNDT
 PP0377
 PP0377                          STATION DESCRIPTION
 PP0377
 PP0377'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0377'IN WANAMINGO.
 PP0377'MARK IS LOCATED AT THE JUNCTION OF T.H. 60 AND T.H. 57 IN WANAMINGO,
 PP0377'206 FEET NORTH OF THE CENTERLINE OF T.H. 60, 48 FEET WEST OF THE
 PP0377'CENTERLINE OF T.H. 57, 0.6 FEET SOUTH OF A STEEL WITNESS POST IN THE
 PP0377'TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP0377'SE 1/4 SECTION 25, T 110N, R 17W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0374 ***********************************************************************
 PP0374  DESIGNATION -  2511 AZ 1
 PP0374  PID         -  PP0374
 PP0374  STATE/COUNTY-  MN/GOODHUE
 PP0374  COUNTRY     -  US
 PP0374  USGS QUAD   -  WANAMINGO (1980)
 PP0374
 PP0374                         *CURRENT SURVEY CONTROL
 PP0374  ______________________________________________________________________
 PP0374* NAD 83(1986) POSITION- 44 17 58.0    (N) 092 45 41.1    (W)   HD_HELD2  
 PP0374* NAVD 88 ORTHO HEIGHT -   312.051  (meters)    1023.79  (feet) ADJUSTED  
 PP0374  ______________________________________________________________________
 PP0374  GEOID HEIGHT    -        -29.71  (meters)                     GEOID09
 PP0374  DYNAMIC HEIGHT  -        311.994 (meters)     1023.60  (feet) COMP
 PP0374  MODELED GRAVITY -    980,428.2   (mgal)                       NAVD 88
 PP0374
 PP0374  VERT ORDER      -  SECOND    CLASS I
 PP0374
 PP0374.The horizontal coordinates were established by autonomous hand held GPS
 PP0374.observations and have an estimated accuracy of +/- 10 meters.
 PP0374.
 PP0374.The orthometric height was determined by differential leveling and
 PP0374.adjusted in October 2010.
 PP0374
 PP0374.Photographs are available for this station.
 PP0374
 PP0374.The dynamic height is computed by dividing the NAVD 88
 PP0374.geopotential number by the normal gravity value computed on the
 PP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0374.degrees latitude (g = 980.6199 gals.).
 PP0374
 PP0374.The modeled gravity was interpolated from observed gravity values.
 PP0374
 PP0374;                    North         East    Units  Estimated Accuracy
 PP0374;SPC MN S     -   245,132.      898,830.      MT  (+/- 10 meters HH2 GPS)
 PP0374
 PP0374                          SUPERSEDED SURVEY CONTROL
 PP0374
 PP0374  NAVD 88 (06/15/91)  312.084  (m)         1023.90   (f) SUPERSEDED  2 0
 PP0374  NGVD 29 (??/??/92)  312.043  (m)         1023.76   (f) ADJ UNCH    2 0
 PP0374
 PP0374.Superseded values are not recommended for survey control.
 PP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0374.See file dsdata.txt to determine how the superseded data were derived.
 PP0374
 PP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1903105160(NAD 83)
 PP0374
 PP0374_MARKER: DB = BENCH MARK DISK
 PP0374_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0374_SP_SET: BOX CULVERT HEADWALL
 PP0374_STAMPING: 2511 AZ 1 1972
 PP0374_MARK LOGO: MNHD  
 PP0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0374+STABILITY: SURFACE MOTION
 PP0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0374+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP0374
 PP0374  HISTORY     - Date     Condition        Report By
 PP0374  HISTORY     - 1972     MONUMENTED       MNHD
 PP0374  HISTORY     - 20051201 GOOD             MNDT
 PP0374  HISTORY     - 20090615 GOOD             MNDT
 PP0374
 PP0374                          STATION DESCRIPTION
 PP0374
 PP0374'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP0374'1.5 MI E FROM WANAMINGO.
 PP0374'MARK IS LOCATED 1.5 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0374'60 AND T.H. 57 IN WANAMINGO, THENCE 0.15 MILES NORTH ALONG A TOWNSHIP
 PP0374'ROAD, 13 FEET WEST OF THE CENTERLINE OF THE TOWNSHIP ROAD, 27 FEET
 PP0374'EAST OF A NORTH-SOUTH FENCE LINE, IN THE CENTER OF THE WEST HEADWALL
 PP0374'OF A BOX CULVERT UNDER THE TOWNSHIP ROAD.  SW 1/4 SECTION 29, T 110, R
 PP0374'16.
 PP0374
 PP0374                          STATION RECOVERY (2005)
 PP0374
 PP0374'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0374'1.5 MILES EAST FROM WANAMINGO, 1.5 MILES EAST ALONG TRUNK HIGHWAY 60
 PP0374'FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 57 IN
 PP0374'WANAMINGO TO TRUNK HIGHWAY 60 MILEPOINT 175.55, THEN 0.15 MILES NORTH
 PP0374'ALONG 135TH AVENUE, 13 FEET WEST OF TOWNSHIP ROAD, 27 FEET EAST OF
 PP0374'NORTH-SOUTH FENCE LINE, IN CENTER OF WEST HEADWALL OF TOWNSHIP ROAD
 PP0374'BOX CULVERT.
 PP0374
 PP0374                          STATION RECOVERY (2009)
 PP0374
 PP0374'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0374'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3415 ***********************************************************************
 DM3415  DESIGNATION -  2511 B
 DM3415  PID         -  DM3415
 DM3415  STATE/COUNTY-  MN/GOODHUE
 DM3415  COUNTRY     -  US
 DM3415  USGS QUAD   -  ZUMBROTA (1968)
 DM3415
 DM3415                         *CURRENT SURVEY CONTROL
 DM3415  ______________________________________________________________________
 DM3415* NAD 83(1986) POSITION- 44 17 50.     (N) 092 44 17.     (W)   SCALED    
 DM3415* NAVD 88 ORTHO HEIGHT -   323.256  (meters)    1060.55  (feet) ADJUSTED  
 DM3415  ______________________________________________________________________
 DM3415  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 DM3415  DYNAMIC HEIGHT  -        323.196 (meters)     1060.35  (feet) COMP
 DM3415  MODELED GRAVITY -    980,425.4   (mgal)                       NAVD 88
 DM3415
 DM3415  VERT ORDER      -  SECOND    CLASS I
 DM3415
 DM3415.The horizontal coordinates were scaled from a topographic map and have
 DM3415.an estimated accuracy of +/- 6 seconds.
 DM3415.
 DM3415.The orthometric height was determined by differential leveling and
 DM3415.adjusted in October 2010.
 DM3415
 DM3415.The dynamic height is computed by dividing the NAVD 88
 DM3415.geopotential number by the normal gravity value computed on the
 DM3415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3415.degrees latitude (g = 980.6199 gals.).
 DM3415
 DM3415.The modeled gravity was interpolated from observed gravity values.
 DM3415
 DM3415;                    North         East    Units  Estimated Accuracy
 DM3415;SPC MN S     -   244,910.      900,700.      MT  (+/- 180 meters Scaled)
 DM3415
 DM3415                          SUPERSEDED SURVEY CONTROL
 DM3415
 DM3415.No superseded survey control is available for this station.
 DM3415
 DM3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK208049(NAD 83)
 DM3415
 DM3415_MARKER: DB = BENCH MARK DISK
 DM3415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3415_STAMPING: 2511 B 2005
 DM3415_MARK LOGO: MNDT  
 DM3415_PROJECTION: FLUSH
 DM3415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3415+STABILITY: SURFACE MOTION
 DM3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3415+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DM3415
 DM3415  HISTORY     - Date     Condition        Report By
 DM3415  HISTORY     - 2005     MONUMENTED       MNDT
 DM3415
 DM3415                          STATION DESCRIPTION
 DM3415
 DM3415'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3415'3.0 MILES WEST OF ZUMBROTA, 2.75 MILES WEST ALONG TRUNK HIGHWAY 60
 DM3415'FROM JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 52 IN ZUMBROTA, AT
 DM3415'TRUNK HIGHWAY 60 MILEPOINT 176.7.
 DM3415' 
 DM3415'IT IS 99.0 FEET NORTH OF TRUNK HIGHWAY 60, 38.0 FEET EAST OF DRIVEWAY
 DM3415'NUMBER 3828134/282823, 0.5 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0372 ***********************************************************************
 PP0372  DESIGNATION -  2511 BA
 PP0372  PID         -  PP0372
 PP0372  STATE/COUNTY-  MN/GOODHUE
 PP0372  COUNTRY     -  US
 PP0372  USGS QUAD   -  WANAMINGO (1980)
 PP0372
 PP0372                         *CURRENT SURVEY CONTROL
 PP0372  ______________________________________________________________________
 PP0372* NAD 83(1986) POSITION- 44 17 53.     (N) 092 45 19.     (W)   SCALED    
 PP0372* NAVD 88 ORTHO HEIGHT -   318.724  (meters)    1045.68  (feet) ADJUSTED  
 PP0372  ______________________________________________________________________
 PP0372  GEOID HEIGHT    -        -29.73  (meters)                     GEOID09
 PP0372  DYNAMIC HEIGHT  -        318.666 (meters)     1045.49  (feet) COMP
 PP0372  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 PP0372
 PP0372  VERT ORDER      -  SECOND    CLASS 0
 PP0372
 PP0372.The horizontal coordinates were scaled from a topographic map and have
 PP0372.an estimated accuracy of +/- 6 seconds.
 PP0372.
 PP0372.The orthometric height was determined by differential leveling and
 PP0372.adjusted in June 1991.
 PP0372
 PP0372.Photographs are available for this station.
 PP0372
 PP0372.The dynamic height is computed by dividing the NAVD 88
 PP0372.geopotential number by the normal gravity value computed on the
 PP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0372.degrees latitude (g = 980.6199 gals.).
 PP0372
 PP0372.The modeled gravity was interpolated from observed gravity values.
 PP0372
 PP0372;                    North         East    Units  Estimated Accuracy
 PP0372;SPC MN S     -   244,990.      899,320.      MT  (+/- 180 meters Scaled)
 PP0372
 PP0372                          SUPERSEDED SURVEY CONTROL
 PP0372
 PP0372  NGVD 29 (??/??/92)  318.682  (m)         1045.54   (f) ADJ UNCH    2 0
 PP0372
 PP0372.Superseded values are not recommended for survey control.
 PP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0372.See file dsdata.txt to determine how the superseded data were derived.
 PP0372
 PP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK195050(NAD 83)
 PP0372
 PP0372_MARKER: DD = SURVEY DISK
 PP0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0372_STAMPING: 2511 BA 1972
 PP0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0372+STABILITY: SURFACE MOTION
 PP0372
 PP0372  HISTORY     - Date     Condition        Report By
 PP0372  HISTORY     - 1972     MONUMENTED       MNDT
 PP0372
 PP0372                          STATION DESCRIPTION
 PP0372
 PP0372'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0372'2.0 MI E FROM WANAMINGO.
 PP0372'MARK IS LOCATED 2.0 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0372'60 AND T.H. 57 IN WANAMINGO, THENCE 214 FEET NORTH OF THE CENTERLINE
 PP0372'OF T.H. 60, 25 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT WEST
 PP0372'OF A NORTH-SOUTH FENCE LINE, 0.5 FEET SOUTH OF A STEEL WITNESS POST,
 PP0372'IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP0372'GROUND.  SW 1/4 SECTION 28, T 110N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0370 ***********************************************************************
 PP0370  DESIGNATION -  2511 BA 1
 PP0370  PID         -  PP0370
 PP0370  STATE/COUNTY-  MN/GOODHUE
 PP0370  COUNTRY     -  US
 PP0370  USGS QUAD   -  ZUMBROTA (1968)
 PP0370
 PP0370                         *CURRENT SURVEY CONTROL
 PP0370  ______________________________________________________________________
 PP0370* NAD 83(1986) POSITION- 44 17 11.     (N) 092 44 27.     (W)   SCALED    
 PP0370* NAVD 88 ORTHO HEIGHT -   323.831  (meters)    1062.44  (feet) ADJUSTED  
 PP0370  ______________________________________________________________________
 PP0370  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 PP0370  DYNAMIC HEIGHT  -        323.771 (meters)     1062.24  (feet) COMP
 PP0370  MODELED GRAVITY -    980,425.6   (mgal)                       NAVD 88
 PP0370
 PP0370  VERT ORDER      -  SECOND    CLASS 0
 PP0370
 PP0370.The horizontal coordinates were scaled from a topographic map and have
 PP0370.an estimated accuracy of +/- 6 seconds.
 PP0370.
 PP0370.The orthometric height was determined by differential leveling and
 PP0370.adjusted in June 1991.
 PP0370
 PP0370.The dynamic height is computed by dividing the NAVD 88
 PP0370.geopotential number by the normal gravity value computed on the
 PP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0370.degrees latitude (g = 980.6199 gals.).
 PP0370
 PP0370.The modeled gravity was interpolated from observed gravity values.
 PP0370
 PP0370;                    North         East    Units  Estimated Accuracy
 PP0370;SPC MN S     -   243,710.      900,500.      MT  (+/- 180 meters Scaled)
 PP0370
 PP0370                          SUPERSEDED SURVEY CONTROL
 PP0370
 PP0370  NGVD 29 (??/??/92)  323.788  (m)         1062.29   (f) ADJ UNCH    2 0
 PP0370
 PP0370.Superseded values are not recommended for survey control.
 PP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0370.See file dsdata.txt to determine how the superseded data were derived.
 PP0370
 PP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK206037(NAD 83)
 PP0370
 PP0370_MARKER: DD = SURVEY DISK
 PP0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0370_SP_SET: CULVERT
 PP0370_STAMPING: 2511 BA1 1972
 PP0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0370
 PP0370  HISTORY     - Date     Condition        Report By
 PP0370  HISTORY     - 1972     MONUMENTED       MNDT
 PP0370
 PP0370                          STATION DESCRIPTION
 PP0370
 PP0370'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0370'2.8 MI ESE FROM WANAMINGO.
 PP0370'MARK IS LOCATED 2.5 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0370'60 AND T.H. 57 IN WANAMINGO, THENCE 0.8 MILES SOUTH ALONG A GRAVEL
 PP0370'TOWNSHIP ROAD, 0.2 MILES NORTH OF AN EAST-WEST CROSS ROAD, 81 FEET
 PP0370'NORTHWEST OF A FENCE CORNER, 18 FEET EAST AND 1 FOOT LOWER THAN THE
 PP0370'CENTERLINE OF THE TOWNSHIP ROAD, IN THE NORTHEAST CORNER OF A 6 X 4
 PP0370'FOOT CONCRETE BOX CULVERT.  SE 1/4 SECTION 33, T 110, R 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0368 ***********************************************************************
 PP0368  DESIGNATION -  2511 BB
 PP0368  PID         -  PP0368
 PP0368  STATE/COUNTY-  MN/GOODHUE
 PP0368  COUNTRY     -  US
 PP0368  USGS QUAD   -  ZUMBROTA (1968)
 PP0368
 PP0368                         *CURRENT SURVEY CONTROL
 PP0368  ______________________________________________________________________
 PP0368* NAD 83(1986) POSITION- 44 17 46.     (N) 092 43 56.     (W)   SCALED    
 PP0368* NAVD 88 ORTHO HEIGHT -   332.806  (meters)    1091.88  (feet) ADJUSTED  
 PP0368  ______________________________________________________________________
 PP0368  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 PP0368  DYNAMIC HEIGHT  -        332.745 (meters)     1091.68  (feet) COMP
 PP0368  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 PP0368
 PP0368  VERT ORDER      -  SECOND    CLASS 0
 PP0368
 PP0368.The horizontal coordinates were scaled from a topographic map and have
 PP0368.an estimated accuracy of +/- 6 seconds.
 PP0368.
 PP0368.The orthometric height was determined by differential leveling and
 PP0368.adjusted in June 1991.
 PP0368
 PP0368.The dynamic height is computed by dividing the NAVD 88
 PP0368.geopotential number by the normal gravity value computed on the
 PP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0368.degrees latitude (g = 980.6199 gals.).
 PP0368
 PP0368.The modeled gravity was interpolated from observed gravity values.
 PP0368
 PP0368;                    North         East    Units  Estimated Accuracy
 PP0368;SPC MN S     -   244,800.      901,170.      MT  (+/- 180 meters Scaled)
 PP0368
 PP0368                          SUPERSEDED SURVEY CONTROL
 PP0368
 PP0368  NGVD 29 (??/??/92)  332.763  (m)         1091.74   (f) ADJ UNCH    2 0
 PP0368
 PP0368.Superseded values are not recommended for survey control.
 PP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0368.See file dsdata.txt to determine how the superseded data were derived.
 PP0368
 PP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK213047(NAD 83)
 PP0368
 PP0368_MARKER: DD = SURVEY DISK
 PP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0368_STAMPING: 2511 BB 1972
 PP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0368+STABILITY: SURFACE MOTION
 PP0368
 PP0368  HISTORY     - Date     Condition        Report By
 PP0368  HISTORY     - 1972     MONUMENTED       MNDT
 PP0368
 PP0368                          STATION DESCRIPTION
 PP0368
 PP0368'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0368'3.0 MI E FROM WANAMINGO.
 PP0368'MARK IS LOCATED 3.0 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0368'57 IN WANAMINGO, THENCE 307 FEET SOUTH ALONG A FENCE LINE FROM THE
 PP0368'CENTERLINE OF T.H. 60, 23 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 1
 PP0368'FOOT WEST OF A NORTH-SOUTH FENCE LINE, 0.6 FEET WEST OF A STEEL
 PP0368'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0368'FLUSH WITH THE GROUND.  NW 1/4 SECTION 34, T 110N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0367 ***********************************************************************
 PP0367  DESIGNATION -  2511 BC
 PP0367  PID         -  PP0367
 PP0367  STATE/COUNTY-  MN/GOODHUE
 PP0367  COUNTRY     -  US
 PP0367  USGS QUAD   -  ZUMBROTA (1968)
 PP0367
 PP0367                         *CURRENT SURVEY CONTROL
 PP0367  ______________________________________________________________________
 PP0367* NAD 83(1986) POSITION- 44 17 36.00   (N) 092 43 29.00   (W)   HD_HELD1  
 PP0367* NAVD 88 ORTHO HEIGHT -   354.265  (meters)    1162.28  (feet) ADJUSTED  
 PP0367  ______________________________________________________________________
 PP0367  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 PP0367  DYNAMIC HEIGHT  -        354.199 (meters)     1162.07  (feet) COMP
 PP0367  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 PP0367
 PP0367  VERT ORDER      -  SECOND    CLASS 0
 PP0367
 PP0367.The horizontal coordinates were established by differentially corrected
 PP0367.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0367.
 PP0367.The orthometric height was determined by differential leveling and
 PP0367.adjusted in June 1991.
 PP0367
 PP0367.The dynamic height is computed by dividing the NAVD 88
 PP0367.geopotential number by the normal gravity value computed on the
 PP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0367.degrees latitude (g = 980.6199 gals.).
 PP0367
 PP0367.The modeled gravity was interpolated from observed gravity values.
 PP0367
 PP0367;                    North         East    Units  Estimated Accuracy
 PP0367;SPC MN S     -   244,497.8     901,768.5     MT  (+/- 3 meters HH1 GPS) 
 PP0367
 PP0367                          SUPERSEDED SURVEY CONTROL
 PP0367
 PP0367  NGVD 29 (??/??/92)  354.221  (m)         1162.14   (f) ADJ UNCH    2 0
 PP0367
 PP0367.Superseded values are not recommended for survey control.
 PP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0367.See file dsdata.txt to determine how the superseded data were derived.
 PP0367
 PP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2196104490(NAD 83)
 PP0367
 PP0367_MARKER: DD = SURVEY DISK
 PP0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0367_STAMPING: 2511 BC 1972
 PP0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0367+STABILITY: SURFACE MOTION
 PP0367
 PP0367  HISTORY     - Date     Condition        Report By
 PP0367  HISTORY     - 1972     MONUMENTED       MNDT
 PP0367  HISTORY     - 20090615 MARK NOT FOUND   MNDT
 PP0367
 PP0367                          STATION DESCRIPTION
 PP0367
 PP0367'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0367'3.4 MI E FROM WANAMINGO.
 PP0367'MARK IS LOCATED 3.4 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 PP0367'60 AND T.H. 57 IN WANAMINGO, 77 FEET SOUTH AND 2 FEET HIGHER THAN THE
 PP0367'CENTERLINE OF T.H. 60, 60 FEET WEST OF AN UNDERGROUND CABLE MARKER, 2
 PP0367'FEET NORTH OF AN EAST-WEST FENCE LINE, 0.6 FEET NORTH OF A STEEL
 PP0367'WITNESS POST, IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 PP0367'FLUSH WITH THE GROUND.  NW 1/4 SECTION 34, T 110N, R 16W.  NOTE-- THIS
 PP0367'MARK IS ALSO 0.7 MILES WEST ALONG 4TH STREET FROM THE INTERSECTION OF
 PP0367'4TH STREET AND T.H. 58 IN ZUMBROTA, THENCE 2.0 MILES WEST ALONG T.H.
 PP0367'60 FROM THE T.H. 52 BRIDGE.
 PP0367
 PP0367                          STATION RECOVERY (2009)
 PP0367
 PP0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0367'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0364 ***********************************************************************
 PP0364  DESIGNATION -  2511 BD
 PP0364  PID         -  PP0364
 PP0364  STATE/COUNTY-  MN/GOODHUE
 PP0364  COUNTRY     -  US
 PP0364  USGS QUAD   -  ZUMBROTA (1968)
 PP0364
 PP0364                         *CURRENT SURVEY CONTROL
 PP0364  ______________________________________________________________________
 PP0364* NAD 83(1986) POSITION- 44 17 39.     (N) 092 42 04.     (W)   SCALED    
 PP0364* NAVD 88 ORTHO HEIGHT -   332.660  (meters)    1091.40  (feet) ADJUSTED  
 PP0364  ______________________________________________________________________
 PP0364  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 PP0364  DYNAMIC HEIGHT  -        332.599 (meters)     1091.20  (feet) COMP
 PP0364  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 PP0364
 PP0364  VERT ORDER      -  SECOND    CLASS 0
 PP0364
 PP0364.The horizontal coordinates were scaled from a topographic map and have
 PP0364.an estimated accuracy of +/- 6 seconds.
 PP0364.
 PP0364.The orthometric height was determined by differential leveling and
 PP0364.adjusted in June 1991.
 PP0364
 PP0364.The dynamic height is computed by dividing the NAVD 88
 PP0364.geopotential number by the normal gravity value computed on the
 PP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0364.degrees latitude (g = 980.6199 gals.).
 PP0364
 PP0364.The modeled gravity was interpolated from observed gravity values.
 PP0364
 PP0364;                    North         East    Units  Estimated Accuracy
 PP0364;SPC MN S     -   244,620.      903,650.      MT  (+/- 180 meters Scaled)
 PP0364
 PP0364                          SUPERSEDED SURVEY CONTROL
 PP0364
 PP0364  NGVD 29 (??/??/92)  332.617  (m)         1091.26   (f) ADJ UNCH    2 0
 PP0364
 PP0364.Superseded values are not recommended for survey control.
 PP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0364.See file dsdata.txt to determine how the superseded data were derived.
 PP0364
 PP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK238045(NAD 83)
 PP0364
 PP0364_MARKER: DD = SURVEY DISK
 PP0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0364_STAMPING: 2511 BD 1972
 PP0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0364+STABILITY: SURFACE MOTION
 PP0364
 PP0364  HISTORY     - Date     Condition        Report By
 PP0364  HISTORY     - 1972     MONUMENTED       MNDT
 PP0364
 PP0364                          STATION DESCRIPTION
 PP0364
 PP0364'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0364'1.6 MI W FROM ZUMBROTA.
 PP0364'MARK IS LOCATED 0.75 MILES WEST ALONG 4TH STREET FROM THE JUNCTION OF
 PP0364'4TH STREET AND T.H. 50 IN ZUMBROTA, THENCE 0.8 MILES WEST ALONG T.H.
 PP0364'60 FROM THE T.H. 52 BRIDGE, 310 FEET NORTH OF THE CENTERLINE OF T.H.
 PP0364'60, 33 FEET NORTH OF A TELEPHONE POLE, 32 FEET WEST OF THE CENTERLINE
 PP0364'OF COUNTY ROAD 47, 0.6 FEET SOUTH OF A STEEL WITNESS POST, IN THE TOP
 PP0364'OF A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NW
 PP0364'1/4 SECTION 35, T 110, R 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3416 ***********************************************************************
 DM3416  DESIGNATION -  2511 C
 DM3416  PID         -  DM3416
 DM3416  STATE/COUNTY-  MN/GOODHUE
 DM3416  COUNTRY     -  US
 DM3416  USGS QUAD   -  ZUMBROTA (1968)
 DM3416
 DM3416                         *CURRENT SURVEY CONTROL
 DM3416  ______________________________________________________________________
 DM3416* NAD 83(1986) POSITION- 44 17 37.     (N) 092 42 05.     (W)   SCALED    
 DM3416* NAVD 88 ORTHO HEIGHT -   330.941  (meters)    1085.76  (feet) ADJUSTED  
 DM3416  ______________________________________________________________________
 DM3416  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 DM3416  DYNAMIC HEIGHT  -        330.880 (meters)     1085.56  (feet) COMP
 DM3416  MODELED GRAVITY -    980,424.8   (mgal)                       NAVD 88
 DM3416
 DM3416  VERT ORDER      -  SECOND    CLASS I
 DM3416
 DM3416.The horizontal coordinates were scaled from a topographic map and have
 DM3416.an estimated accuracy of +/- 6 seconds.
 DM3416.
 DM3416.The orthometric height was determined by differential leveling and
 DM3416.adjusted in October 2010.
 DM3416
 DM3416.The dynamic height is computed by dividing the NAVD 88
 DM3416.geopotential number by the normal gravity value computed on the
 DM3416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3416.degrees latitude (g = 980.6199 gals.).
 DM3416
 DM3416.The modeled gravity was interpolated from observed gravity values.
 DM3416
 DM3416;                    North         East    Units  Estimated Accuracy
 DM3416;SPC MN S     -   244,560.      903,630.      MT  (+/- 180 meters Scaled)
 DM3416
 DM3416                          SUPERSEDED SURVEY CONTROL
 DM3416
 DM3416.No superseded survey control is available for this station.
 DM3416
 DM3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK238045(NAD 83)
 DM3416
 DM3416_MARKER: DD = SURVEY DISK
 DM3416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3416_STAMPING: 2511 C 2006
 DM3416_MARK LOGO: MNDT  
 DM3416_PROJECTION: FLUSH
 DM3416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3416_ROD/PIPE-DEPTH:  9.1 meters
 DM3416
 DM3416  HISTORY     - Date     Condition        Report By
 DM3416  HISTORY     - 2006     MONUMENTED       MNDT
 DM3416
 DM3416                          STATION DESCRIPTION
 DM3416
 DM3416'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM3416'1.0 MI (1.6 KM) WEST OF ZUMBROTA, 0.7 MI (1.1 KM) WEST ALONG TRUNK
 DM3416'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK HIGHWAY 52
 DM3416'IN ZUMBROTA, AT TRUNK HIGHWAY 60 MILE POINT 178.50.
 DM3416' 
 DM3416'IT IS 100.5 FT (30.6 M) NORTH OF TRUNK HIGHWAY 60, 93.0 FT (28.3 M)
 DM3416'WEST OF 165TH AVENUE, 56.0 FT (17.1 M) SOUTHEAST OF POWER POLE, 24.0
 DM3416'FT (7.3 M) SOUTHEAST OF RIGHT OF WAY POST, 1.1 FT (0.3 M) NORTH OF A
 DM3416'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3525 ***********************************************************************
 DK3525  DESIGNATION -  2511 D
 DK3525  PID         -  DK3525
 DK3525  STATE/COUNTY-  MN/GOODHUE
 DK3525  COUNTRY     -  US
 DK3525  USGS QUAD   -  NERSTRAND (1960)
 DK3525
 DK3525                         *CURRENT SURVEY CONTROL
 DK3525  ______________________________________________________________________
 DK3525* NAD 83(2007) POSITION- 44 16 23.26467(N) 093 02 26.04024(W)   ADJUSTED  
 DK3525* NAD 83(2007) ELLIP HT-   337.284 (meters)        (02/04/09)   ADJUSTED
 DK3525* NAD 83(2007) EPOCH   -  2002.00
 DK3525* NAVD 88 ORTHO HEIGHT -   365.991  (meters)    1200.76  (feet) ADJUSTED  
 DK3525  ______________________________________________________________________
 DK3525  NAD 83(2007) X  -   -242,649.635 (meters)                     COMP
 DK3525  NAD 83(2007) Y  - -4,568,143.951 (meters)                     COMP
 DK3525  NAD 83(2007) Z  -  4,430,107.768 (meters)                     COMP
 DK3525  LAPLACE CORR    -         -8.93  (seconds)                    DEFLEC09
 DK3525  GEOID HEIGHT    -        -28.72  (meters)                     GEOID09
 DK3525  DYNAMIC HEIGHT  -        365.937 (meters)     1200.58  (feet) COMP
 DK3525  MODELED GRAVITY -    980,459.1   (mgal)                       NAVD 88
 DK3525
 DK3525  HORZ ORDER      -  FIRST
 DK3525  VERT ORDER      -  SECOND    CLASS I
 DK3525  ELLP ORDER      -  THIRD     CLASS I
 DK3525
 DK3525.The horizontal coordinates were established by GPS observations
 DK3525.and adjusted by the National Geodetic Survey in February 2009.
 DK3525
 DK3525.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3525.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3525
 DK3525.The horizontal coordinates are valid at the epoch date displayed above
 DK3525.which is a decimal equivalence of Year/Month/Day.
 DK3525
 DK3525.The orthometric height was determined by differential leveling and
 DK3525.adjusted in October 2010.
 DK3525
 DK3525.Photographs are available for this station.
 DK3525
 DK3525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3525
 DK3525.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3525
 DK3525.The ellipsoidal height was determined by GPS observations
 DK3525.and is referenced to NAD 83.
 DK3525
 DK3525.The dynamic height is computed by dividing the NAVD 88
 DK3525.geopotential number by the normal gravity value computed on the
 DK3525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3525.degrees latitude (g = 980.6199 gals.).
 DK3525
 DK3525.The modeled gravity was interpolated from observed gravity values.
 DK3525
 DK3525. The following values were computed from the NAD 83(2007) position.
 DK3525
 DK3525;                    North         East     Units Scale Factor Converg.
 DK3525;SPC MN S     -   241,908.502   876,591.472   MT  0.99992994   +0 40 21.0
 DK3525;SPC MN S     -   793,661.48  2,875,950.52   sFT  0.99992994   +0 40 21.0
 DK3525;UTM  15      - 4,902,210.213   496,762.556   MT  0.99960013   -0 01 41.9
 DK3525
 DK3525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3525!SPC MN S     -   0.99994712  x   0.99992994  =   0.99987706
 DK3525!UTM  15      -   0.99994712  x   0.99960013  =   0.99954727
 DK3525
 DK3525                          SUPERSEDED SURVEY CONTROL
 DK3525
 DK3525  NAD 83(1996)-  44 16 23.26415(N)    093 02 26.03965(W) AD(       ) 1
 DK3525  ELLIP H (04/16/08)  337.338  (m)                       GP(       ) 3 1
 DK3525  NAD 83(1996)-  44 16 23.26399(N)    093 02 26.03967(W) AD(       ) 1
 DK3525  ELLIP H (03/06/08)  337.345  (m)                       GP(       ) 3 2
 DK3525  NAVD 88 (03/06/08)  365.99   (m)         1200.8    (f) LEVELING    3  
 DK3525
 DK3525.Superseded values are not recommended for survey control.
 DK3525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3525.See file dsdata.txt to determine how the superseded data were derived.
 DK3525
 DK3525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9676202210(NAD 83)
 DK3525
 DK3525_MARKER: DD = SURVEY DISK
 DK3525_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3525_STAMPING: 2511 D 2006
 DK3525_MARK LOGO: MNDT  
 DK3525_PROJECTION: FLUSH
 DK3525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3525+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DK3525_ROD/PIPE-DEPTH:  6.1 meters
 DK3525
 DK3525  HISTORY     - Date     Condition        Report By
 DK3525  HISTORY     - 2006     MONUMENTED       MNDT
 DK3525  HISTORY     - 2006     GOOD             MNDT
 DK3525  HISTORY     - 20060825 GOOD             MNDT
 DK3525  HISTORY     - 20071008 GOOD             MNDT
 DK3525  HISTORY     - 20090609 GOOD             MNDT
 DK3525
 DK3525                          STATION DESCRIPTION
 DK3525
 DK3525'DESCRIBED BY MN DEPT OF TRANSP 2006 (WAS)
 DK3525'3.0 MI (4.8 KM) WEST OF KENYON, 2.80 MI (4.5 KM) WEST ALONG TRUNK
 DK3525'HIGHWAY 60 FROM THE JUNCTION OF TRUNK HIGHWAY 60 NORTH AND TRUNK
 DK3525'HIGHWAY 56 NORTH IN KENYON, AT TRUNK HIGHWAY 60 MILEPOST 160.85, 82.5
 DK3525'FT (25.1 M) NORTH OF TRUNK HIGHWAY 60, 65.0 FT (19.8 M) EAST OF
 DK3525'GOODHUE AVENUE (COUNTY LINE)
 DK3525
 DK3525                          STATION RECOVERY (2006)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK3525'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3525'THE MARK IS 3.0 MILES (4.8 KM) WEST OF KENYON, 2.80 MILES (4.51 KM)
 DK3525'WEST ALONG TRUNK HIGHWAY 60 FROM JUNCTION OF TRUNK HIGHWAY 60 NORTH
 DK3525'AND TRUNK HIGHWAY 56 NORTH IN KENYON, AT TRUNK HIGHWAY 60 MILEPOST
 DK3525'160.85, 82.5 FEET (25.1 M) NORTH OF TRUNK HIGHWAY 60, 65.0 FEET (19.8
 DK3525'M) EAST OF GOODHUE AVEUNE (COUNTY LINE) .
 DK3525
 DK3525                          STATION RECOVERY (2007)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2007
 DK3525'3.0 MILES WEST OF KENYON, 2.80 MILES WEST ALONG TRUNK HIGHWAY 60 FROM
 DK3525'JUNCTION OF TRUNK HIGHWAY 60 NORTH AND TRUNK HIGHWAY 56 NORTH IN
 DK3525'KENYON, AT TRUNK HIGHWAY 60 MILEPOST 160.85, 82.5 FEET NORTH OF TRUNK
 DK3525'HIGHWAY 60, 65.0 FEET EAST OF GOODHUE AVEUNE (COUNTY LINE).
 DK3525
 DK3525                          STATION RECOVERY (2009)
 DK3525
 DK3525'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DK3525'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3295 ***********************************************************************
 PP3295  DESIGNATION -  2512 A
 PP3295  PID         -  PP3295
 PP3295  STATE/COUNTY-  MN/GOODHUE
 PP3295  COUNTRY     -  US
 PP3295  USGS QUAD   -  MAZEPPA (1980)
 PP3295
 PP3295                         *CURRENT SURVEY CONTROL
 PP3295  ______________________________________________________________________
 PP3295* NAD 83(1986) POSITION- 44 16 19.00   (N) 092 33 38.00   (W)   HD_HELD1  
 PP3295* NAVD 88 ORTHO HEIGHT -   313.870  (meters)    1029.76  (feet) ADJUSTED  
 PP3295  ______________________________________________________________________
 PP3295  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 PP3295  DYNAMIC HEIGHT  -        313.817 (meters)     1029.58  (feet) COMP
 PP3295  MODELED GRAVITY -    980,443.4   (mgal)                       NAVD 88
 PP3295
 PP3295  VERT ORDER      -  SECOND    CLASS I
 PP3295
 PP3295.The horizontal coordinates were established by differentially corrected
 PP3295.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3295.
 PP3295.The orthometric height was determined by differential leveling and
 PP3295.adjusted in June 1995.
 PP3295
 PP3295.Photographs are available for this station.
 PP3295
 PP3295.The dynamic height is computed by dividing the NAVD 88
 PP3295.geopotential number by the normal gravity value computed on the
 PP3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3295.degrees latitude (g = 980.6199 gals.).
 PP3295
 PP3295.The modeled gravity was interpolated from observed gravity values.
 PP3295
 PP3295;                    North         East    Units  Estimated Accuracy
 PP3295;SPC MN S     -   242,339.2     914,909.7     MT  (+/- 3 meters HH1 GPS) 
 PP3295
 PP3295                          SUPERSEDED SURVEY CONTROL
 PP3295
 PP3295.No superseded survey control is available for this station.
 PP3295
 PP3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3507002171(NAD 83)
 PP3295
 PP3295_MARKER: DV = VERTICAL CONTROL DISK
 PP3295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3295_SP_SET: COPPER-CLAD STEEL ROD
 PP3295_STAMPING: 2512 A 1979
 PP3295_MARK LOGO: MNDT  
 PP3295_PROJECTION: FLUSH
 PP3295_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3295+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 PP3295
 PP3295  HISTORY     - Date     Condition        Report By
 PP3295  HISTORY     - 1979     MONUMENTED       MNDT
 PP3295  HISTORY     - 20090616 GOOD             MNDT
 PP3295
 PP3295                          STATION DESCRIPTION
 PP3295
 PP3295'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3295'0.7 MI WEST FROM MAZEPPA.
 PP3295'THE MARK IS LOCATED 0.85 MILE WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3295'JUNCTION WITH FIRST STREET IN MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3295'MILE POINT 186.15 IN THE SE 1/4 OF SECTION 1, T109N, R15W.  THE MARK
 PP3295'IS 109 FEET NORTH OF AND ABOUT 20 FEET HIGHER THAN THE CENTERLINE OF
 PP3295'TRUNK HIGHWAY 60, 74.8 FEET NORTH OF THE EAST END OF A 24 INCH METAL
 PP3295'CULVERT UNDER THE FIELD ENTRANCE, 65.1 FEET WEST-SOUTHWEST OF A
 PP3295'BURIED CABLE WARNING SIGN, 35.1 FEET NORTH OF A STEEL RIGHT-OF-WAY
 PP3295'SIGN POST, 5.8 FEET SOUTH OF ANOTHER STEEL RIGHT-OF-WAY SIGN POST,
 PP3295'1.3 FEET SOUTH OF A POWER POLE AND 0.6 FOOT SOUTH OF A STEEL WITNESS
 PP3295'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3295'STAMPED---2512 A 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3295'DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 PP3295'GROUND.
 PP3295
 PP3295                          STATION RECOVERY (2009)
 PP3295
 PP3295'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3296 ***********************************************************************
 PP3296  DESIGNATION -  2512 B
 PP3296  PID         -  PP3296
 PP3296  STATE/COUNTY-  MN/GOODHUE
 PP3296  COUNTRY     -  US
 PP3296  USGS QUAD   -  MAZEPPA (1980)
 PP3296
 PP3296                         *CURRENT SURVEY CONTROL
 PP3296  ______________________________________________________________________
 PP3296* NAD 83(1986) POSITION- 44 16 01.00   (N) 092 34 31.00   (W)   HD_HELD1  
 PP3296* NAVD 88 ORTHO HEIGHT -   329.455  (meters)    1080.89  (feet) ADJUSTED  
 PP3296  ______________________________________________________________________
 PP3296  GEOID HEIGHT    -        -30.00  (meters)                     GEOID09
 PP3296  DYNAMIC HEIGHT  -        329.399 (meters)     1080.70  (feet) COMP
 PP3296  MODELED GRAVITY -    980,439.7   (mgal)                       NAVD 88
 PP3296
 PP3296  VERT ORDER      -  SECOND    CLASS I
 PP3296
 PP3296.The horizontal coordinates were established by differentially corrected
 PP3296.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3296.
 PP3296.The orthometric height was determined by differential leveling and
 PP3296.adjusted in June 1995.
 PP3296
 PP3296.Photographs are available for this station.
 PP3296
 PP3296.The dynamic height is computed by dividing the NAVD 88
 PP3296.geopotential number by the normal gravity value computed on the
 PP3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3296.degrees latitude (g = 980.6199 gals.).
 PP3296
 PP3296.The modeled gravity was interpolated from observed gravity values.
 PP3296
 PP3296;                    North         East    Units  Estimated Accuracy
 PP3296;SPC MN S     -   241,763.1     913,744.3     MT  (+/- 3 meters HH1 GPS) 
 PP3296
 PP3296                          SUPERSEDED SURVEY CONTROL
 PP3296
 PP3296.No superseded survey control is available for this station.
 PP3296
 PP3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3389801610(NAD 83)
 PP3296
 PP3296_MARKER: DV = VERTICAL CONTROL DISK
 PP3296_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3296_SP_SET: COPPER-CLAD STEEL ROD
 PP3296_STAMPING: 2512 B 1979
 PP3296_MARK LOGO: MNDT  
 PP3296_PROJECTION: FLUSH
 PP3296_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3296+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 PP3296
 PP3296  HISTORY     - Date     Condition        Report By
 PP3296  HISTORY     - 1979     MONUMENTED       MNDT
 PP3296  HISTORY     - 20090616 GOOD             MNDT
 PP3296
 PP3296                          STATION DESCRIPTION
 PP3296
 PP3296'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3296'1.5 MI WEST FROM MAZEPPA.
 PP3296'THE MARK IS LOCATED 1.6 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3296'JUNCTION WITH FIRST STREET IN MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3296'MILE POINT 185.4 IN THE NE 1/4 OF SECTION 11, T109N, R15W.  THE MARK
 PP3296'IS 62.3 FEET SOUTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3296'HIGHWAY 60, 117 FEET EAST OF THE SOUTH END OF A 36 INCH CONCRETE
 PP3296'CULVERT UNDER TRUNK HIGHWAY 60, 99.3 FEET EAST OF A STEEL
 PP3296'RIGHT-OF-WAY SIGN POST, 2.5 FEET NORTH OF POWER POLE NUMBER 116 AND
 PP3296'1.1 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PP3296'VERTICAL CONTROL MARK DISK STAMPED---2512 B 1979---, IS CRIMPED TO
 PP3296'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 26 FOOT LONG COPPER-CLAD
 PP3296'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 PP3296
 PP3296                          STATION RECOVERY (2009)
 PP3296
 PP3296'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3296'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3299 ***********************************************************************
 PP3299  DESIGNATION -  2512 C
 PP3299  PID         -  PP3299
 PP3299  STATE/COUNTY-  MN/GOODHUE
 PP3299  COUNTRY     -  US
 PP3299  USGS QUAD   -  MAZEPPA (1980)
 PP3299
 PP3299                         *CURRENT SURVEY CONTROL
 PP3299  ______________________________________________________________________
 PP3299* NAD 83(1986) POSITION- 44 16 01.00   (N) 092 35 50.00   (W)   HD_HELD1  
 PP3299* NAVD 88 ORTHO HEIGHT -   330.820  (meters)    1085.37  (feet) ADJUSTED  
 PP3299  ______________________________________________________________________
 PP3299  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 PP3299  DYNAMIC HEIGHT  -        330.763 (meters)     1085.18  (feet) COMP
 PP3299  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 PP3299
 PP3299  VERT ORDER      -  SECOND    CLASS I
 PP3299
 PP3299.The horizontal coordinates were established by differentially corrected
 PP3299.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3299.
 PP3299.The orthometric height was determined by differential leveling and
 PP3299.adjusted in June 1995.
 PP3299
 PP3299.Photographs are available for this station.
 PP3299
 PP3299.The dynamic height is computed by dividing the NAVD 88
 PP3299.geopotential number by the normal gravity value computed on the
 PP3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3299.degrees latitude (g = 980.6199 gals.).
 PP3299
 PP3299.The modeled gravity was interpolated from observed gravity values.
 PP3299
 PP3299;                    North         East    Units  Estimated Accuracy
 PP3299;SPC MN S     -   241,732.8     911,992.5     MT  (+/- 3 meters HH1 GPS) 
 PP3299
 PP3299                          SUPERSEDED SURVEY CONTROL
 PP3299
 PP3299.No superseded survey control is available for this station.
 PP3299
 PP3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3214701601(NAD 83)
 PP3299
 PP3299_MARKER: DV = VERTICAL CONTROL DISK
 PP3299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3299_SP_SET: COPPER-CLAD STEEL ROD
 PP3299_STAMPING: 2512 C 1979
 PP3299_MARK LOGO: MNDT  
 PP3299_PROJECTION: RECESSED 15 CENTIMETERS
 PP3299_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3299+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 PP3299
 PP3299  HISTORY     - Date     Condition        Report By
 PP3299  HISTORY     - 1979     MONUMENTED       MNDT
 PP3299  HISTORY     - 20090616 GOOD             MNDT
 PP3299
 PP3299                          STATION DESCRIPTION
 PP3299
 PP3299'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3299'2.55 MI WEST FROM MAZEPPA.
 PP3299'THE MARK IS LOCATED 2.7 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3299'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3299'MILE POINT 184.25 IN THE NE 1/4 OF SECTION 10, T109N, R15W.  THE MARK
 PP3299'IS 78.9 FEET SOUTH OF AND 3 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3299'HIGHWAY 60, 41.5 FEET WEST-SOUTHWEST OF POWER POLE NUMBER 96, 34.6
 PP3299'FEET SOUTH-SOUTHWEST OF THE EAST END OF A 15 INCH METAL CULVERT UNDER
 PP3299'A FIELD ENTRANCE, 10 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE,
 PP3299'2.5 FEET NORTHEAST OF A WOOD GATE POST AND 0.7 FOOT NORTH OF A STEEL
 PP3299'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 PP3299'STAMPED---2512 C 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 PP3299'DIAMETER BY 19 FOOT LONG COPPER-CLAD STEEL ROD THAT IS BURIED 2
 PP3299'INCHES BELOW THE SURFACE OF THE GROUND.
 PP3299
 PP3299                          STATION RECOVERY (2009)
 PP3299
 PP3299'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3299'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3300 ***********************************************************************
 PP3300  DESIGNATION -  2512 D
 PP3300  PID         -  PP3300
 PP3300  STATE/COUNTY-  MN/GOODHUE
 PP3300  COUNTRY     -  US
 PP3300  USGS QUAD   -  MAZEPPA (1980)
 PP3300
 PP3300                         *CURRENT SURVEY CONTROL
 PP3300  ______________________________________________________________________
 PP3300* NAD 83(1986) POSITION- 44 16 01.     (N) 092 36 50.     (W)   SCALED    
 PP3300* NAVD 88 ORTHO HEIGHT -   319.975  (meters)    1049.78  (feet) ADJUSTED  
 PP3300  ______________________________________________________________________
 PP3300  GEOID HEIGHT    -        -29.98  (meters)                     GEOID09
 PP3300  DYNAMIC HEIGHT  -        319.918 (meters)     1049.60  (feet) COMP
 PP3300  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 PP3300
 PP3300  VERT ORDER      -  SECOND    CLASS I
 PP3300
 PP3300.The horizontal coordinates were scaled from a topographic map and have
 PP3300.an estimated accuracy of +/- 6 seconds.
 PP3300.
 PP3300.The orthometric height was determined by differential leveling and
 PP3300.adjusted in June 1995.
 PP3300
 PP3300.Photographs are available for this station.
 PP3300
 PP3300.The dynamic height is computed by dividing the NAVD 88
 PP3300.geopotential number by the normal gravity value computed on the
 PP3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3300.degrees latitude (g = 980.6199 gals.).
 PP3300
 PP3300.The modeled gravity was interpolated from observed gravity values.
 PP3300
 PP3300;                    North         East    Units  Estimated Accuracy
 PP3300;SPC MN S     -   241,710.      910,660.      MT  (+/- 180 meters Scaled)
 PP3300
 PP3300                          SUPERSEDED SURVEY CONTROL
 PP3300
 PP3300.No superseded survey control is available for this station.
 PP3300
 PP3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK308015(NAD 83)
 PP3300
 PP3300_MARKER: DV = VERTICAL CONTROL DISK
 PP3300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3300_SP_SET: HEADWALL OF BOX CULVERT
 PP3300_STAMPING: 2512 D 1979
 PP3300_MARK LOGO: MNDT  
 PP3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3300+STABILITY: SURFACE MOTION
 PP3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3300+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 PP3300
 PP3300  HISTORY     - Date     Condition        Report By
 PP3300  HISTORY     - 1979     MONUMENTED       MNDT
 PP3300  HISTORY     - 20090616 GOOD             MNDT
 PP3300
 PP3300                          STATION DESCRIPTION
 PP3300
 PP3300'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3300'3.35 MI WEST FROM MAZEPPA.
 PP3300'THE MARK IS LOCATED 3.5 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3300'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3300'MILE POINT 183.35 IN THE NE 1/4 OF SECTION 9, T109N, R15W.  THE MARK
 PP3300'IS 44.4 FEET SOUTH OF AND 10 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3300'HIGHWAY 60 IN THE HEADWALL IN THE SOUTHEAST CORNER OF AN 8 FOOT
 PP3300'SQUARE BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A STANDARD MNDT
 PP3300'VERTICAL CONTROL MARK DISK STAMPED---2512 D 1979---, IS CEMENTED IN A
 PP3300'DRILL HOLE IN THE HEADWALL.
 PP3300
 PP3300                          STATION RECOVERY (2009)
 PP3300
 PP3300'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3300'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3301 ***********************************************************************
 PP3301  DESIGNATION -  2512 E
 PP3301  PID         -  PP3301
 PP3301  STATE/COUNTY-  MN/GOODHUE
 PP3301  COUNTRY     -  US
 PP3301  USGS QUAD   -  MAZEPPA (1980)
 PP3301
 PP3301                         *CURRENT SURVEY CONTROL
 PP3301  ______________________________________________________________________
 PP3301* NAD 83(1986) POSITION- 44 16 01.00   (N) 092 37 18.00   (W)   HD_HELD1  
 PP3301* NAVD 88 ORTHO HEIGHT -   317.861  (meters)    1042.85  (feet) ADJUSTED  
 PP3301  ______________________________________________________________________
 PP3301  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 PP3301  DYNAMIC HEIGHT  -        317.804 (meters)     1042.66  (feet) COMP
 PP3301  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 PP3301
 PP3301  VERT ORDER      -  SECOND    CLASS I
 PP3301
 PP3301.The horizontal coordinates were established by differentially corrected
 PP3301.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3301.
 PP3301.The orthometric height was determined by differential leveling and
 PP3301.adjusted in June 1995.
 PP3301
 PP3301.Photographs are available for this station.
 PP3301
 PP3301.The dynamic height is computed by dividing the NAVD 88
 PP3301.geopotential number by the normal gravity value computed on the
 PP3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3301.degrees latitude (g = 980.6199 gals.).
 PP3301
 PP3301.The modeled gravity was interpolated from observed gravity values.
 PP3301
 PP3301;                    North         East    Units  Estimated Accuracy
 PP3301;SPC MN S     -   241,699.6     910,041.1     MT  (+/- 3 meters HH1 GPS) 
 PP3301
 PP3301                          SUPERSEDED SURVEY CONTROL
 PP3301
 PP3301.No superseded survey control is available for this station.
 PP3301
 PP3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3019601592(NAD 83)
 PP3301
 PP3301_MARKER: DV = VERTICAL CONTROL DISK
 PP3301_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3301_SP_SET: HEADWALL BOX CULVERT
 PP3301_STAMPING: 2512 E 1979
 PP3301_MARK LOGO: MNDT  
 PP3301_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3301+STABILITY: SURFACE MOTION
 PP3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3301+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 PP3301
 PP3301  HISTORY     - Date     Condition        Report By
 PP3301  HISTORY     - 1979     MONUMENTED       MNDT
 PP3301  HISTORY     - 20090616 GOOD             MNDT
 PP3301
 PP3301                          STATION DESCRIPTION
 PP3301
 PP3301'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3301'3.75 MI WEST FROM MAZEPPA.
 PP3301'THE MARK IS LOCATED 3.75 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3301'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3301'MILE POINT 183.1 IN THE NW 1/4 OF SECTION 9, T109N, R15W.  THE MARK
 PP3301'IS 29 FEET SOUTH OF AND 5 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3301'HIGHWAY 60 IN THE HEADWALL IN THE SOUTHEAST CORNER OF AN 8 FOOT BY 6
 PP3301'FOOT DEEP BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A STANDARD MNDT
 PP3301'VERTICAL CONTROL MARK DISK STAMPED---2512 E 1979---, IS CEMENTED IN A
 PP3301'DRILL HOLE IN THE HEADWALL OF THE BOX CULVERT.
 PP3301
 PP3301                          STATION RECOVERY (2009)
 PP3301
 PP3301'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3301'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3302 ***********************************************************************
 PP3302  DESIGNATION -  2512 F
 PP3302  PID         -  PP3302
 PP3302  STATE/COUNTY-  MN/GOODHUE
 PP3302  COUNTRY     -  US
 PP3302  USGS QUAD   -  MAZEPPA (1980)
 PP3302
 PP3302                         *CURRENT SURVEY CONTROL
 PP3302  ______________________________________________________________________
 PP3302* NAD 83(1986) POSITION- 44 16 01.00   (N) 092 37 29.00   (W)   HD_HELD1  
 PP3302* NAVD 88 ORTHO HEIGHT -   320.222  (meters)    1050.60  (feet) ADJUSTED  
 PP3302  ______________________________________________________________________
 PP3302  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 PP3302  DYNAMIC HEIGHT  -        320.164 (meters)     1050.40  (feet) COMP
 PP3302  MODELED GRAVITY -    980,430.6   (mgal)                       NAVD 88
 PP3302
 PP3302  VERT ORDER      -  SECOND    CLASS I
 PP3302
 PP3302.The horizontal coordinates were established by differentially corrected
 PP3302.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3302.
 PP3302.The orthometric height was determined by differential leveling and
 PP3302.adjusted in June 1995.
 PP3302
 PP3302.Photographs are available for this station.
 PP3302
 PP3302.The dynamic height is computed by dividing the NAVD 88
 PP3302.geopotential number by the normal gravity value computed on the
 PP3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3302.degrees latitude (g = 980.6199 gals.).
 PP3302
 PP3302.The modeled gravity was interpolated from observed gravity values.
 PP3302
 PP3302;                    North         East    Units  Estimated Accuracy
 PP3302;SPC MN S     -   241,695.5     909,797.2     MT  (+/- 3 meters HH1 GPS) 
 PP3302
 PP3302                          SUPERSEDED SURVEY CONTROL
 PP3302
 PP3302.No superseded survey control is available for this station.
 PP3302
 PP3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2995201590(NAD 83)
 PP3302
 PP3302_MARKER: DV = VERTICAL CONTROL DISK
 PP3302_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3302_SP_SET: HEADWALL BOX CULVERT
 PP3302_STAMPING: 2512 F 1979
 PP3302_MARK LOGO: MNDT  
 PP3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3302+STABILITY: SURFACE MOTION
 PP3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3302+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP3302
 PP3302  HISTORY     - Date     Condition        Report By
 PP3302  HISTORY     - 1979     MONUMENTED       MNDT
 PP3302  HISTORY     - 20090615 GOOD             MNDT
 PP3302
 PP3302                          STATION DESCRIPTION
 PP3302
 PP3302'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3302'3.9 MI WEST FROM MAZEPPA.
 PP3302'THE MARK IS LOCATED 3.9 MILES WEST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3302'JUNCTION WITH COUNTY ROAD 1 AT MAZEPPA AND IS NEAR TRUNK HIGHWAY 60
 PP3302'MILE POINT 182.95 IN THE NW 1/4 OF SECTION 9, T109N, R15W.  THE MARK
 PP3302'IS 19.6 FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK
 PP3302'HIGHWAY 60 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 9 FOOT BY 6
 PP3302'FOOT DEEP BOX CULVERT UNDER THE HIGHWAY.  THE MARK, A STANDARD MNDT
 PP3302'VERTICAL CONTROL MARK DISK STAMPED---2512 F 1979---, IS CEMENTED IN A
 PP3302'DRILL HOLE IN THE HEADWALL OF THE BOX CULVERT.
 PP3302
 PP3302                          STATION RECOVERY (2009)
 PP3302
 PP3302'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3303 ***********************************************************************
 PP3303  DESIGNATION -  2512 G
 PP3303  PID         -  PP3303
 PP3303  STATE/COUNTY-  MN/GOODHUE
 PP3303  COUNTRY     -  US
 PP3303  USGS QUAD   -  ZUMBROTA (1968)
 PP3303
 PP3303                         *CURRENT SURVEY CONTROL
 PP3303  ______________________________________________________________________
 PP3303* NAD 83(1986) POSITION- 44 16 04.00   (N) 092 38 25.00   (W)   HD_HELD1  
 PP3303* NAVD 88 ORTHO HEIGHT -   354.237  (meters)    1162.19  (feet) ADJUSTED  
 PP3303  ______________________________________________________________________
 PP3303  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 PP3303  DYNAMIC HEIGHT  -        354.173 (meters)     1161.98  (feet) COMP
 PP3303  MODELED GRAVITY -    980,428.4   (mgal)                       NAVD 88
 PP3303
 PP3303  VERT ORDER      -  SECOND    CLASS I
 PP3303
 PP3303.The horizontal coordinates were established by differentially corrected
 PP3303.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3303.
 PP3303.The orthometric height was determined by differential leveling and
 PP3303.adjusted in June 1995.
 PP3303
 PP3303.Photographs are available for this station.
 PP3303
 PP3303.The dynamic height is computed by dividing the NAVD 88
 PP3303.geopotential number by the normal gravity value computed on the
 PP3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3303.degrees latitude (g = 980.6199 gals.).
 PP3303
 PP3303.The modeled gravity was interpolated from observed gravity values.
 PP3303
 PP3303;                    North         East    Units  Estimated Accuracy
 PP3303;SPC MN S     -   241,767.3     908,553.9     MT  (+/- 3 meters HH1 GPS) 
 PP3303
 PP3303                          SUPERSEDED SURVEY CONTROL
 PP3303
 PP3303.No superseded survey control is available for this station.
 PP3303
 PP3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2871001677(NAD 83)
 PP3303
 PP3303_MARKER: DV = VERTICAL CONTROL DISK
 PP3303_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PP3303_SP_SET: COPPER-CLAD STEEL ROD
 PP3303_STAMPING: 2512 G 1979
 PP3303_MARK LOGO: MNDT  
 PP3303_PROJECTION: FLUSH
 PP3303_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3303+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 PP3303
 PP3303  HISTORY     - Date     Condition        Report By
 PP3303  HISTORY     - 1979     MONUMENTED       MNDT
 PP3303  HISTORY     - 20090615 GOOD             MNDT
 PP3303
 PP3303                          STATION DESCRIPTION
 PP3303
 PP3303'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3303'2.75 MI SE FROM ZUMBROTA.
 PP3303'THE MARK IS LOCATED 0.55 MILE EAST ALONG TRUNK HIGHWAY 60 FROM ITS
 PP3303'SOUTH JUNCTION WITH TRUNK HIGHWAY 52 NEAR ZUMBROTA AND IS NEAR TRUNK
 PP3303'HIGHWAY 60 MILE POINT 181.1 IN THE SE 1/4 OF SECTION 5, T109N, R15W.
 PP3303'THE MARK IS 173.6 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 60,
 PP3303'32 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF A TOWNSHIP ROAD,
 PP3303'87.8 FEET NORTH OF A POWER POLE, 1.4 FEET SOUTHEAST OF A STEEL
 PP3303'RIGHT-OF-WAY SIGN POST AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.
 PP3303'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2512 G
 PP3303'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 20
 PP3303'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 PP3303'LEVEL.
 PP3303
 PP3303                          STATION RECOVERY (2009)
 PP3303
 PP3303'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5952 ***********************************************************************
 DN5952  DESIGNATION -  2513 E
 DN5952  PID         -  DN5952
 DN5952  STATE/COUNTY-  MN/GOODHUE
 DN5952  COUNTRY     -  US
 DN5952  USGS QUAD   -  MAIDEN ROCK (1974)
 DN5952
 DN5952                         *CURRENT SURVEY CONTROL
 DN5952  ______________________________________________________________________
 DN5952* NAD 83(1986) POSITION- 44 30 24.4    (N) 092 19 56.9    (W)   HD_HELD2  
 DN5952* NAVD 88 ORTHO HEIGHT -   213.996  (meters)     702.09  (feet) ADJUSTED  
 DN5952  ______________________________________________________________________
 DN5952  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 DN5952  DYNAMIC HEIGHT  -        213.968 (meters)      701.99  (feet) COMP
 DN5952  MODELED GRAVITY -    980,482.4   (mgal)                       NAVD 88
 DN5952
 DN5952  VERT ORDER      -  SECOND    CLASS I
 DN5952
 DN5952.The horizontal coordinates were established by autonomous hand held GPS
 DN5952.observations and have an estimated accuracy of +/- 10 meters.
 DN5952.
 DN5952.The orthometric height was determined by differential leveling and
 DN5952.adjusted in June 2012.
 DN5952
 DN5952.The dynamic height is computed by dividing the NAVD 88
 DN5952.geopotential number by the normal gravity value computed on the
 DN5952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5952.degrees latitude (g = 980.6199 gals.).
 DN5952
 DN5952.The modeled gravity was interpolated from observed gravity values.
 DN5952
 DN5952;                    North         East    Units  Estimated Accuracy
 DN5952;SPC MN S     -   268,772.      932,583.      MT  (+/- 10 meters HH2 GPS)
 DN5952
 DN5952                          SUPERSEDED SURVEY CONTROL
 DN5952
 DN5952.No superseded survey control is available for this station.
 DN5952
 DN5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5306028378(NAD 83)
 DN5952
 DN5952_MARKER: DB = BENCH MARK DISK
 DN5952_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN5952_SP_SET: BRIDGE ABUTMENT
 DN5952_STAMPING: 2513 E 2010
 DN5952_MARK LOGO: MNHD  
 DN5952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5952+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2010
 DN5952
 DN5952  HISTORY     - Date     Condition        Report By
 DN5952  HISTORY     - 19750401 MONUMENTED       MNHD
 DN5952  HISTORY     - 20100322 GOOD             MNDT
 DN5952
 DN5952                          STATION DESCRIPTION
 DN5952
 DN5952'DESCRIBED BY MN DEPT OF TRANSP 2010 (DRB)
 DN5952'THE MARK IS 1.2 MI (1.9 KM) EAST-SOUTHEAST OF FRONTENAC.
 DN5952' 
 DN5952'TO REACH THE MARK GO 1.2 MI (1.9 KM) EAST-SOUTHEAST ON TRUNK HIGHWAY
 DN5952'61 FROM THE JUNCTION TRUNK HIGHWAY 61 AND COUNTY ROAD 2 (NORTH) IN
 DN5952'FRONTENAC, IN ABUTMENT AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 61
 DN5952'BRIDGE NUMBER 25008 OVER WELLS CREEK.
 DN5952' 
 DN5952'IT IS 25 FT (7.6 M) SOUTH OF TRUNK HIGHWAY 61.  DISK SET IN BRIDGE
 DN5952'WHEN BUILT IN 1975 THEN USED IN 2010.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1707 ***********************************************************************
 DN1707  DESIGNATION -  2513 F
 DN1707  PID         -  DN1707
 DN1707  STATE/COUNTY-  MN/GOODHUE
 DN1707  COUNTRY     -  US
 DN1707  USGS QUAD   -  LAKE CITY (1974)
 DN1707
 DN1707                         *CURRENT SURVEY CONTROL
 DN1707  ______________________________________________________________________
 DN1707* NAD 83(2007) POSITION- 44 27 19.29887(N) 092 16 34.53552(W)   ADJUSTED  
 DN1707* NAD 83(2007) ELLIP HT-   180.481 (meters)        (07/18/11)   ADJUSTED
 DN1707* NAD 83(2007) EPOCH   -  2002.00
 DN1707* NAVD 88 ORTHO HEIGHT -   210.730  (meters)     691.37  (feet) ADJUSTED  
 DN1707  ______________________________________________________________________
 DN1707  NAD 83(2007) X  -   -181,125.484 (meters)                     COMP
 DN1707  NAD 83(2007) Y  - -4,556,714.094 (meters)                     COMP
 DN1707  NAD 83(2007) Z  -  4,444,475.244 (meters)                     COMP
 DN1707  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC09
 DN1707  GEOID HEIGHT    -        -30.27  (meters)                     GEOID09
 DN1707  DYNAMIC HEIGHT  -        210.702 (meters)      691.28  (feet) COMP
 DN1707  MODELED GRAVITY -    980,481.5   (mgal)                       NAVD 88
 DN1707
 DN1707  HORZ ORDER      -  FIRST
 DN1707  VERT ORDER      -  SECOND    CLASS I
 DN1707  ELLP ORDER      -  FOURTH    CLASS I
 DN1707
 DN1707.The horizontal coordinates were established by GPS observations
 DN1707.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1707
 DN1707.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1707.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1707
 DN1707.The horizontal coordinates are valid at the epoch date displayed above
 DN1707.which is a decimal equivalence of Year/Month/Day.
 DN1707
 DN1707.The orthometric height was determined by differential leveling and
 DN1707.adjusted in June 2012.
 DN1707
 DN1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1707
 DN1707.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1707
 DN1707.The ellipsoidal height was determined by GPS observations
 DN1707.and is referenced to NAD 83.
 DN1707
 DN1707.The dynamic height is computed by dividing the NAVD 88
 DN1707.geopotential number by the normal gravity value computed on the
 DN1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1707.degrees latitude (g = 980.6199 gals.).
 DN1707
 DN1707.The modeled gravity was interpolated from observed gravity values.
 DN1707
 DN1707. The following values were computed from the NAD 83(2007) position.
 DN1707
 DN1707;                    North         East     Units Scale Factor Converg.
 DN1707;SPC MN S     -   263,153.323   937,172.037   MT  0.99992236   +1 12 29.6
 DN1707;SPC MN S     -   863,362.19  3,074,705.26   sFT  0.99992236   +1 12 29.6
 DN1707;UTM  15      - 4,922,705.485   557,579.626   MT  0.99964077   +0 30 24.8
 DN1707
 DN1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1707!SPC MN S     -   0.99997170  x   0.99992236  =   0.99989406
 DN1707!UTM  15      -   0.99997170  x   0.99964077  =   0.99961248
 DN1707
 DN1707                          SUPERSEDED SURVEY CONTROL
 DN1707
 DN1707  NAVD 88 (07/18/11)  210.73   (m)          691.4    (f) LEVELING    3  
 DN1707
 DN1707.Superseded values are not recommended for survey control.
 DN1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1707.See file dsdata.txt to determine how the superseded data were derived.
 DN1707
 DN1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5757922705(NAD 83)
 DN1707
 DN1707_MARKER: I = METAL ROD
 DN1707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1707_STAMPING: 2513 F 2010
 DN1707_MARK LOGO: MNDT  
 DN1707_PROJECTION: FLUSH
 DN1707_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN1707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1707+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DN1707_ROD/PIPE-DEPTH: 18.3 meters
 DN1707
 DN1707  HISTORY     - Date     Condition        Report By
 DN1707  HISTORY     - 20100511 MONUMENTED       MNDT
 DN1707  HISTORY     - 20100511 GOOD             MNDT
 DN1707
 DN1707                          STATION DESCRIPTION
 DN1707
 DN1707'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN1707'IN LAKE CITY, 0.65 MILE NORTHWEST ALONG TRUNK HIGHWAY 61 FROM THE
 DN1707'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE CITY, AT
 DN1707'TRUNK HIGHWAY 61 MILEPOINT 74.65, 28.2 FEET SOUTHWEST OF TRUNK HIGHWAY
 DN1707'61, 39.0 FEET SOUTHEAST OF WEST MONROE STREET, 8.4 FEET EAST OF POLE
 DN1707'WITH LIGHT, 26.7 FEET NORTHWEST OF DAIRY QUEEN SIGN POST, 8.5 FEET
 DN1707'EAST OF WITNESS POST.
 DN1707
 DN1707                          STATION RECOVERY (2010)
 DN1707
 DN1707'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DRB)
 DN1707'RECOVERED AS DESCRIBED.
 DN1707' 
 DN1707'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN1707'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN1707'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN1707'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1708 ***********************************************************************
 DN1708  DESIGNATION -  2513 G
 DN1708  PID         -  DN1708
 DN1708  STATE/COUNTY-  MN/GOODHUE
 DN1708  COUNTRY     -  US
 DN1708  USGS QUAD   -  LAKE CITY (1974)
 DN1708
 DN1708                         *CURRENT SURVEY CONTROL
 DN1708  ______________________________________________________________________
 DN1708* NAD 83(2007) POSITION- 44 29 03.80032(N) 092 18 28.81840(W)   ADJUSTED  
 DN1708* NAD 83(2007) ELLIP HT-   181.861 (meters)        (07/18/11)   ADJUSTED
 DN1708* NAD 83(2007) EPOCH   -  2002.00
 DN1708* NAVD 88 ORTHO HEIGHT -   212.123  (meters)     695.94  (feet) ADJUSTED  
 DN1708  ______________________________________________________________________
 DN1708  NAD 83(2007) X  -   -183,559.182 (meters)                     COMP
 DN1708  NAD 83(2007) Y  - -4,554,356.113 (meters)                     COMP
 DN1708  NAD 83(2007) Z  -  4,446,778.163 (meters)                     COMP
 DN1708  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC09
 DN1708  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 DN1708  DYNAMIC HEIGHT  -        212.095 (meters)      695.85  (feet) COMP
 DN1708  MODELED GRAVITY -    980,478.6   (mgal)                       NAVD 88
 DN1708
 DN1708  HORZ ORDER      -  FIRST
 DN1708  VERT ORDER      -  SECOND    CLASS I
 DN1708  ELLP ORDER      -  FOURTH    CLASS I
 DN1708
 DN1708.The horizontal coordinates were established by GPS observations
 DN1708.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1708
 DN1708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1708.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1708
 DN1708.The horizontal coordinates are valid at the epoch date displayed above
 DN1708.which is a decimal equivalence of Year/Month/Day.
 DN1708
 DN1708.The orthometric height was determined by differential leveling and
 DN1708.adjusted in June 2012.
 DN1708
 DN1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1708
 DN1708.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1708
 DN1708.The ellipsoidal height was determined by GPS observations
 DN1708.and is referenced to NAD 83.
 DN1708
 DN1708.The dynamic height is computed by dividing the NAVD 88
 DN1708.geopotential number by the normal gravity value computed on the
 DN1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1708.degrees latitude (g = 980.6199 gals.).
 DN1708
 DN1708.The modeled gravity was interpolated from observed gravity values.
 DN1708
 DN1708. The following values were computed from the NAD 83(2007) position.
 DN1708
 DN1708;                    North         East     Units Scale Factor Converg.
 DN1708;SPC MN S     -   266,325.252   934,579.415   MT  0.99992208   +1 11 09.5
 DN1708;SPC MN S     -   873,768.76  3,066,199.30   sFT  0.99992208   +1 11 09.5
 DN1708;UTM  15      - 4,925,907.997   555,026.740   MT  0.99963724   +0 29 05.7
 DN1708
 DN1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1708!SPC MN S     -   0.99997149  x   0.99992208  =   0.99989357
 DN1708!UTM  15      -   0.99997149  x   0.99963724  =   0.99960874
 DN1708
 DN1708:                Primary Azimuth Mark                     Grid Az
 DN1708:SPC MN S     -  2513 H                                   336 31 15.8
 DN1708:UTM  15      -  2513 H                                   337 13 19.6
 DN1708
 DN1708|---------------------------------------------------------------------|
 DN1708| PID    Reference Object                     Distance      Geod. Az  |
 DN1708|                                                           dddmmss.s |
 DN1708| DN1709 2513 H                              APPROX. 1.6 KM 3374225.3 |
 DN1708|---------------------------------------------------------------------|
 DN1708
 DN1708                          SUPERSEDED SURVEY CONTROL
 DN1708
 DN1708  NAVD 88 (07/18/11)  212.12   (m)          695.9    (f) LEVELING    3  
 DN1708
 DN1708.Superseded values are not recommended for survey control.
 DN1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1708.See file dsdata.txt to determine how the superseded data were derived.
 DN1708
 DN1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5502625907(NAD 83)
 DN1708
 DN1708_MARKER: I = METAL ROD
 DN1708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1708_STAMPING: 2513 G 2010
 DN1708_MARK LOGO: MNDT  
 DN1708_PROJECTION: RECESSED 3 CENTIMETERS
 DN1708_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1708+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DN1708_ROD/PIPE-DEPTH: 18.3 meters
 DN1708
 DN1708  HISTORY     - Date     Condition        Report By
 DN1708  HISTORY     - 20100511 MONUMENTED       MNDT
 DN1708  HISTORY     - 20100511 GOOD             MNDT
 DN1708
 DN1708                          STATION DESCRIPTION
 DN1708
 DN1708'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN1708'3.2 MILES NORTHWEST OF LAKE CITY, 3.2 MILES NORTHWEST ALONG TRUNK
 DN1708'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63
 DN1708'IN LAKE CITY, AT TRUNK HIGHWAY 61 MILEPOINT 77.25, 54.8 FEET WEST OF
 DN1708'TRUNK HIGHWAY 61, 23.2 FEET NORTHEAST OF POWER POLE, 20.8 FEET SOUTH
 DN1708'OF ENTRANCE, 27.4 FEET NORTHEAST OF CABLE BOX NUMBER 1000, 3.6 FEET
 DN1708'NORTH OF WITNESS POST.
 DN1708
 DN1708                          STATION RECOVERY (2010)
 DN1708
 DN1708'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DN1708'RECOVERED AS DESCRIBED.
 DN1708' 
 DN1708'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN1708'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN1708'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN1708'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1709 ***********************************************************************
 DN1709  DESIGNATION -  2513 H
 DN1709  PID         -  DN1709
 DN1709  STATE/COUNTY-  MN/GOODHUE
 DN1709  COUNTRY     -  US
 DN1709  USGS QUAD   -  LAKE CITY (1974)
 DN1709
 DN1709                         *CURRENT SURVEY CONTROL
 DN1709  ______________________________________________________________________
 DN1709* NAD 83(2007) POSITION- 44 29 52.65486(N) 092 18 56.80428(W)   ADJUSTED  
 DN1709* NAD 83(2007) ELLIP HT-   177.778 (meters)        (07/18/11)   ADJUSTED
 DN1709* NAD 83(2007) EPOCH   -  2002.00
 DN1709* NAVD 88 ORTHO HEIGHT -   208.044  (meters)     682.56  (feet) ADJUSTED  
 DN1709  ______________________________________________________________________
 DN1709  NAD 83(2007) X  -   -184,134.291 (meters)                     COMP
 DN1709  NAD 83(2007) Y  - -4,553,272.283 (meters)                     COMP
 DN1709  NAD 83(2007) Z  -  4,447,851.077 (meters)                     COMP
 DN1709  LAPLACE CORR    -          0.15  (seconds)                    DEFLEC09
 DN1709  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 DN1709  DYNAMIC HEIGHT  -        208.016 (meters)      682.47  (feet) COMP
 DN1709  MODELED GRAVITY -    980,480.2   (mgal)                       NAVD 88
 DN1709
 DN1709  HORZ ORDER      -  FIRST
 DN1709  VERT ORDER      -  SECOND    CLASS I
 DN1709  ELLP ORDER      -  FOURTH    CLASS I
 DN1709
 DN1709.The horizontal coordinates were established by GPS observations
 DN1709.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1709
 DN1709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1709.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1709
 DN1709.The horizontal coordinates are valid at the epoch date displayed above
 DN1709.which is a decimal equivalence of Year/Month/Day.
 DN1709
 DN1709.The orthometric height was determined by differential leveling and
 DN1709.adjusted in June 2012.
 DN1709
 DN1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1709
 DN1709.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1709
 DN1709.The ellipsoidal height was determined by GPS observations
 DN1709.and is referenced to NAD 83.
 DN1709
 DN1709.The dynamic height is computed by dividing the NAVD 88
 DN1709.geopotential number by the normal gravity value computed on the
 DN1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN1709.degrees latitude (g = 980.6199 gals.).
 DN1709
 DN1709.The modeled gravity was interpolated from observed gravity values.
 DN1709
 DN1709. The following values were computed from the NAD 83(2007) position.
 DN1709
 DN1709;                    North         East     Units Scale Factor Converg.
 DN1709;SPC MN S     -   267,820.047   933,930.113   MT  0.99992204   +1 10 49.9
 DN1709;SPC MN S     -   878,672.94  3,064,069.05   sFT  0.99992204   +1 10 49.9
 DN1709;UTM  15      - 4,927,410.196   554,395.954   MT  0.99963639   +0 28 46.5
 DN1709
 DN1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1709!SPC MN S     -   0.99997213  x   0.99992204  =   0.99989417
 DN1709!UTM  15      -   0.99997213  x   0.99963639  =   0.99960853
 DN1709
 DN1709:                Primary Azimuth Mark                     Grid Az
 DN1709:SPC MN S     -  2513 G                                   156 31 15.8
 DN1709:UTM  15      -  2513 G                                   157 13 19.2
 DN1709
 DN1709|---------------------------------------------------------------------|
 DN1709| PID    Reference Object                     Distance      Geod. Az  |
 DN1709|                                                           dddmmss.s |
 DN1709| DN1708 2513 G                              APPROX. 1.6 KM 1574205.7 |
 DN1709|---------------------------------------------------------------------|
 DN1709
 DN1709                          SUPERSEDED SURVEY CONTROL
 DN1709
 DN1709  NAVD 88 (07/18/11)  208.04   (m)          682.5    (f) LEVELING    3  
 DN1709
 DN1709.Superseded values are not recommended for survey control.
 DN1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN1709.See file dsdata.txt to determine how the superseded data were derived.
 DN1709
 DN1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK5439527410(NAD 83)
 DN1709
 DN1709_MARKER: I = METAL ROD
 DN1709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN1709_STAMPING: 2513 H 2010
 DN1709_MARK LOGO: MNDT  
 DN1709_PROJECTION: RECESSED 3 CENTIMETERS
 DN1709_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1709+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2010
 DN1709_ROD/PIPE-DEPTH: 16.8 meters
 DN1709
 DN1709  HISTORY     - Date     Condition        Report By
 DN1709  HISTORY     - 20100511 MONUMENTED       MNDT
 DN1709  HISTORY     - 20100511 GOOD             MNDT
 DN1709  HISTORY     - 20100621 GOOD             MNDT
 DN1709
 DN1709                          STATION DESCRIPTION
 DN1709
 DN1709'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN1709'RECOVERED AS DESCRIBED.
 DN1709' 
 DN1709'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN1709'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN1709'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN1709'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
 DN1709
 DN1709                          STATION RECOVERY (2010)
 DN1709
 DN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DGL)
 DN1709'4.2 MILES NORTHWEST ON TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 FROM THE
 DN1709'SOUTHEAST JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 63 IN LAKE
 DN1709'CITY, AT TRUNK HIGHWAY 61 MILEPOINT 78.3, 72.3 FEET WEST OF TRUNK
 DN1709'HIGHWAY 61, 80.0 FEET SOUTH OF ENTRANCE, 16.5 FEET SOUTHEAST OF POWER
 DN1709'POLE, 16.8 FEET SOUTHEAST OF RIGHT OF WAY POST, 2.5 FEET EAST OF
 DN1709'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3465 ***********************************************************************
 PP3465  DESIGNATION -  2514 A
 PP3465  PID         -  PP3465
 PP3465  STATE/COUNTY-  MN/GOODHUE
 PP3465  COUNTRY     -  US
 PP3465  USGS QUAD   -  RED WING (1994)
 PP3465
 PP3465                         *CURRENT SURVEY CONTROL
 PP3465  ______________________________________________________________________
 PP3465* NAD 83(1986) POSITION- 44 33 43.50   (N) 092 33 03.76   (W)   HD_HELD1  
 PP3465* NAVD 88 ORTHO HEIGHT -   219.600  (meters)     720.47  (feet) ADJUSTED  
 PP3465  ______________________________________________________________________
 PP3465  GEOID HEIGHT    -        -30.19  (meters)                     GEOID09
 PP3465  DYNAMIC HEIGHT  -        219.569 (meters)      720.37  (feet) COMP
 PP3465  MODELED GRAVITY -    980,472.4   (mgal)                       NAVD 88
 PP3465
 PP3465  VERT ORDER      -  SECOND    CLASS I
 PP3465
 PP3465.The horizontal coordinates were established by differentially corrected
 PP3465.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3465.
 PP3465.The orthometric height was determined by differential leveling and
 PP3465.adjusted in June 1995.
 PP3465
 PP3465.Photographs are available for this station.
 PP3465
 PP3465.The dynamic height is computed by dividing the NAVD 88
 PP3465.geopotential number by the normal gravity value computed on the
 PP3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3465.degrees latitude (g = 980.6199 gals.).
 PP3465
 PP3465.The modeled gravity was interpolated from observed gravity values.
 PP3465
 PP3465;                    North         East    Units  Estimated Accuracy
 PP3465;SPC MN S     -   274,585.4     915,097.5     MT  (+/- 3 meters HH1 GPS) 
 PP3465
 PP3465                          SUPERSEDED SURVEY CONTROL
 PP3465
 PP3465.No superseded survey control is available for this station.
 PP3465
 PP3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3565334403(NAD 83)
 PP3465
 PP3465_MARKER: DB = BENCH MARK DISK
 PP3465_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3465_SP_SET: HEADWALL BOX CULVERT
 PP3465_STAMPING: 2514 A 1972
 PP3465_MARK LOGO: MNHD  
 PP3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3465+STABILITY: SURFACE MOTION
 PP3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3465+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3465
 PP3465  HISTORY     - Date     Condition        Report By
 PP3465  HISTORY     - 1972     MONUMENTED       MNHD
 PP3465  HISTORY     - 19880808 GOOD             MNDT
 PP3465  HISTORY     - 20030920 GOOD             USPSQD
 PP3465  HISTORY     - 20081104 GOOD             MNDT
 PP3465
 PP3465                          STATION DESCRIPTION
 PP3465
 PP3465'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3465'THE MARK IS LOCATED IN THE CITY OF RED WING, 0.95 MI (1.53 KM) WEST
 PP3465'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3465'HIGHWAY 63 (PLUM STREET), IN THE HEADWALL OF A CONCRETE BOX CULVERT
 PP3465'AND IN THE SW 1/4 OF SECTION 30, T113N, R14W.  THE MARK IS 24.0 FT
 PP3465'(7.3 M) NORTH OF AND ABOUT 3.5 FT (1.1 M) LOWER THAN THE CENTERLINE
 PP3465'OF NORTHBOUND HIGHWAY 61 AT MILEPOINT 91.95.  THE MARK, A STANDARD
 PP3465'MNHD BENCH MARK DISK STAMPED---2514 A 1972---, IS SET IN THE TOP OF
 PP3465'THE HEADWALL OF THE BOX CULVERT.
 PP3465
 PP3465                          STATION RECOVERY (2003)
 PP3465
 PP3465'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3465'RECOVERED IN GOOD CONDITION.
 PP3465
 PP3465                          STATION RECOVERY (2008)
 PP3465
 PP3465'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3463 ***********************************************************************
 PP3463  DESIGNATION -  2514 AA
 PP3463  PID         -  PP3463
 PP3463  STATE/COUNTY-  MN/GOODHUE
 PP3463  COUNTRY     -  US
 PP3463  USGS QUAD   -  RED WING (1994)
 PP3463
 PP3463                         *CURRENT SURVEY CONTROL
 PP3463  ______________________________________________________________________
 PP3463* NAD 83(1986) POSITION- 44 33 48.17   (N) 092 33 49.79   (W)   HD_HELD1  
 PP3463* NAVD 88 ORTHO HEIGHT -   221.432  (meters)     726.48  (feet) ADJUSTED  
 PP3463  ______________________________________________________________________
 PP3463  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 PP3463  DYNAMIC HEIGHT  -        221.401 (meters)      726.38  (feet) COMP
 PP3463  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PP3463
 PP3463  VERT ORDER      -  SECOND    CLASS I
 PP3463
 PP3463.The horizontal coordinates were established by differentially corrected
 PP3463.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3463.
 PP3463.The orthometric height was determined by differential leveling and
 PP3463.adjusted in June 1995.
 PP3463
 PP3463.Photographs are available for this station.
 PP3463
 PP3463.The dynamic height is computed by dividing the NAVD 88
 PP3463.geopotential number by the normal gravity value computed on the
 PP3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3463.degrees latitude (g = 980.6199 gals.).
 PP3463
 PP3463.The modeled gravity was interpolated from observed gravity values.
 PP3463
 PP3463;                    North         East    Units  Estimated Accuracy
 PP3463;SPC MN S     -   274,711.6     914,079.4     MT  (+/- 3 meters HH1 GPS) 
 PP3463
 PP3463                          SUPERSEDED SURVEY CONTROL
 PP3463
 PP3463.No superseded survey control is available for this station.
 PP3463
 PP3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3463634541(NAD 83)
 PP3463
 PP3463_MARKER: DV = VERTICAL CONTROL DISK
 PP3463_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3463_SP_SET: BRIDGE RAILING
 PP3463_STAMPING: 2514 AA 1988
 PP3463_MARK LOGO: MNDT  
 PP3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3463+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3463
 PP3463  HISTORY     - Date     Condition        Report By
 PP3463  HISTORY     - 1988     MONUMENTED       MNDT
 PP3463  HISTORY     - 20030920 GOOD             USPSQD
 PP3463  HISTORY     - 20081104 GOOD             MNDT
 PP3463
 PP3463                          STATION DESCRIPTION
 PP3463
 PP3463'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3463'THE MARK IS LOCATED IN THE CITY OF RED WING, 1.6 MI (2.6 KM) WEST
 PP3463'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3463'HIGHWAY 63 (PLUM STREET), IN THE BRIDGE RAILING IN THE SOUTHWEST
 PP3463'CORNER OF BRIDGE NUMBER 6483 (HIGHWAY 61 OVER HAY CREEK AND WITHERS
 PP3463'DRIVE) AND IN THE SW 1/4 OF SECTION 25, T113N, R15W.  THE MARK IS
 PP3463'19.5 FT (5.9 M) SOUTHWEST OF AND ABOUT 3 FT (0.9 M) HIGHER THAN THE
 PP3463'CENTERLINE OF SOUTHBOUND HIGHWAY 61 AT MILEPOINT 92.6 AND 3.9 FT
 PP3463'(1.2 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE RAILING.
 PP3463'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3463'STAMPED---2514 AA 1988---, IS SET IN THE TOP OF THE BRIDGE RAILING.
 PP3463
 PP3463                          STATION RECOVERY (2003)
 PP3463
 PP3463'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3463'RECOVERED IN GOOD CONDITION.
 PP3463
 PP3463                          STATION RECOVERY (2008)
 PP3463
 PP3463'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3463'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3462 ***********************************************************************
 PP3462  DESIGNATION -  2514 AB
 PP3462  PID         -  PP3462
 PP3462  STATE/COUNTY-  MN/GOODHUE
 PP3462  COUNTRY     -  US
 PP3462  USGS QUAD   -  RED WING (1994)
 PP3462
 PP3462                         *CURRENT SURVEY CONTROL
 PP3462  ______________________________________________________________________
 PP3462* NAD 83(1986) POSITION- 44 33 48.83   (N) 092 33 49.61   (W)   HD_HELD1  
 PP3462* NAVD 88 ORTHO HEIGHT -   221.074  (meters)     725.31  (feet) ADJUSTED  
 PP3462  ______________________________________________________________________
 PP3462  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 PP3462  DYNAMIC HEIGHT  -        221.042 (meters)      725.20  (feet) COMP
 PP3462  MODELED GRAVITY -    980,470.7   (mgal)                       NAVD 88
 PP3462
 PP3462  VERT ORDER      -  SECOND    CLASS I
 PP3462
 PP3462.The horizontal coordinates were established by differentially corrected
 PP3462.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3462.
 PP3462.The orthometric height was determined by differential leveling and
 PP3462.adjusted in June 1995.
 PP3462
 PP3462.Photographs are available for this station.
 PP3462
 PP3462.The dynamic height is computed by dividing the NAVD 88
 PP3462.geopotential number by the normal gravity value computed on the
 PP3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3462.degrees latitude (g = 980.6199 gals.).
 PP3462
 PP3462.The modeled gravity was interpolated from observed gravity values.
 PP3462
 PP3462;                    North         East    Units  Estimated Accuracy
 PP3462;SPC MN S     -   274,732.0     914,083.0     MT  (+/- 3 meters HH1 GPS) 
 PP3462
 PP3462                          SUPERSEDED SURVEY CONTROL
 PP3462
 PP3462.No superseded survey control is available for this station.
 PP3462
 PP3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3464034562(NAD 83)
 PP3462
 PP3462_MARKER: DV = VERTICAL CONTROL DISK
 PP3462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3462_SP_SET: BRIDGE RAILING
 PP3462_STAMPING: 2514 AB 1988
 PP3462_MARK LOGO: MNDT  
 PP3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3462+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3462
 PP3462  HISTORY     - Date     Condition        Report By
 PP3462  HISTORY     - 1988     MONUMENTED       MNDT
 PP3462  HISTORY     - 20030920 GOOD             USPSQD
 PP3462  HISTORY     - 20081104 GOOD             MNDT
 PP3462
 PP3462                          STATION DESCRIPTION
 PP3462
 PP3462'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3462'THE MARK IS LOCATED IN THE CITY OF RED WING, 1.6 MI (2.6 KM) WEST
 PP3462'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3462'HIGHWAY 63 (PLUM STREET), IN THE BRIDGE RAILING IN THE NORTHWEST
 PP3462'CORNER OF BRIDGE NUMBER 6483 (HIGHWAY 61 OVER HAY CREEK AND WITHERS
 PP3462'DRIVE) AND IN THE SW 1/4 OF SECTION 25, T113N, R15W.  THE MARK IS
 PP3462'18.0 FT (5.5 M) NORTH-NORTHEAST OF AND ABOUT 3.0 FT (0.9 M) HIGHER
 PP3462'THAN THE CENTERLINE OF NORTHBOUND HIGHWAY 61 AT MILEPOINT 92.6 AND
 PP3462'2.0 FT (0.6 M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE
 PP3462'RAILING.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3462'MONUMENT DISK STAMPED---2514 AB 1988---, IS SET IN THE TOP OF THE
 PP3462'BRIDGE RAILING.
 PP3462
 PP3462                          STATION RECOVERY (2003)
 PP3462
 PP3462'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3462'RECOVERED IN GOOD CONDITION.
 PP3462
 PP3462                          STATION RECOVERY (2008)
 PP3462
 PP3462'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3462'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3459 ***********************************************************************
 PP3459  DESIGNATION -  2514 AC
 PP3459  PID         -  PP3459
 PP3459  STATE/COUNTY-  MN/GOODHUE
 PP3459  COUNTRY     -  US
 PP3459  USGS QUAD   -  RED WING (1994)
 PP3459
 PP3459                         *CURRENT SURVEY CONTROL
 PP3459  ______________________________________________________________________
 PP3459* NAD 83(1986) POSITION- 44 34 15.88   (N) 092 35 43.31   (W)   HD_HELD1  
 PP3459* NAVD 88 ORTHO HEIGHT -   217.124  (meters)     712.35  (feet) ADJUSTED  
 PP3459  ______________________________________________________________________
 PP3459  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 PP3459  DYNAMIC HEIGHT  -        217.092 (meters)      712.24  (feet) COMP
 PP3459  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP3459
 PP3459  VERT ORDER      -  SECOND    CLASS I
 PP3459
 PP3459.The horizontal coordinates were established by differentially corrected
 PP3459.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3459.
 PP3459.The orthometric height was determined by differential leveling and
 PP3459.adjusted in June 1995.
 PP3459
 PP3459.Photographs are available for this station.
 PP3459
 PP3459.The dynamic height is computed by dividing the NAVD 88
 PP3459.geopotential number by the normal gravity value computed on the
 PP3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3459.degrees latitude (g = 980.6199 gals.).
 PP3459
 PP3459.The modeled gravity was interpolated from observed gravity values.
 PP3459
 PP3459;                    North         East    Units  Estimated Accuracy
 PP3459;SPC MN S     -   275,523.2     911,560.2     MT  (+/- 3 meters HH1 GPS) 
 PP3459
 PP3459                          SUPERSEDED SURVEY CONTROL
 PP3459
 PP3459.No superseded survey control is available for this station.
 PP3459
 PP3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3212835383(NAD 83)
 PP3459
 PP3459_MARKER: DV = VERTICAL CONTROL DISK
 PP3459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3459_SP_SET: BRIDGE ABUTMENT
 PP3459_STAMPING: 2514 AC 1988
 PP3459_MARK LOGO: MNDT  
 PP3459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3459+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3459
 PP3459  HISTORY     - Date     Condition        Report By
 PP3459  HISTORY     - 1988     MONUMENTED       MNDT
 PP3459  HISTORY     - 20030920 GOOD             USPSQD
 PP3459  HISTORY     - 20081104 GOOD             MNDT
 PP3459
 PP3459                          STATION DESCRIPTION
 PP3459
 PP3459'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3459'THE MARK IS LOCATED IN THE CITY OF RED WING, 3.25 MI (5.23 KM) WEST
 PP3459'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3459'HIGHWAY 63 (PLUM STREET), IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP3459'25014 (NORTHBOUND HIGHWAY 61 OVER SPRING CREEK) AND IN THE NE 1/4 OF
 PP3459'SECTION 27, T113N, R15W.  THE MARK IS 20.0 FT (6.1 M) SOUTH-SOUTHWEST
 PP3459'OF AND ABOUT LEVEL WITH THE NORTHBOUND CENTERLINE OF HIGHWAY 61 AT
 PP3459'MILEPOINT 94.35 AND 0.8 FT (0.2 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 PP3459'CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3459'CONTROL MONUMENT DISK STAMPED---2514 AC 1988---, IS SET IN THE TOP OF
 PP3459'THE HEADWALL AT THE SOUTHEAST CORNER OF THE BRIDGE.
 PP3459
 PP3459                          STATION RECOVERY (2003)
 PP3459
 PP3459'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3459'RECOVERED IN GOOD CONDITION.
 PP3459
 PP3459                          STATION RECOVERY (2008)
 PP3459
 PP3459'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3458 ***********************************************************************
 PP3458  DESIGNATION -  2514 AD
 PP3458  PID         -  PP3458
 PP3458  STATE/COUNTY-  MN/GOODHUE
 PP3458  COUNTRY     -  US
 PP3458  USGS QUAD   -  RED WING (1994)
 PP3458
 PP3458                         *CURRENT SURVEY CONTROL
 PP3458  ______________________________________________________________________
 PP3458* NAD 83(1986) POSITION- 44 34 21.95   (N) 092 36 24.24   (W)   HD_HELD1  
 PP3458* NAVD 88 ORTHO HEIGHT -   245.153  (meters)     804.31  (feet) ADJUSTED  
 PP3458  ______________________________________________________________________
 PP3458  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 PP3458  DYNAMIC HEIGHT  -        245.117 (meters)      804.19  (feet) COMP
 PP3458  MODELED GRAVITY -    980,467.4   (mgal)                       NAVD 88
 PP3458
 PP3458  VERT ORDER      -  SECOND    CLASS I
 PP3458
 PP3458.The horizontal coordinates were established by differentially corrected
 PP3458.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3458.
 PP3458.The orthometric height was determined by differential leveling and
 PP3458.adjusted in June 1995.
 PP3458
 PP3458.Photographs are available for this station.
 PP3458
 PP3458.The dynamic height is computed by dividing the NAVD 88
 PP3458.geopotential number by the normal gravity value computed on the
 PP3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3458.degrees latitude (g = 980.6199 gals.).
 PP3458
 PP3458.The modeled gravity was interpolated from observed gravity values.
 PP3458
 PP3458;                    North         East    Units  Estimated Accuracy
 PP3458;SPC MN S     -   275,695.1     910,654.1     MT  (+/- 3 meters HH1 GPS) 
 PP3458
 PP3458                          SUPERSEDED SURVEY CONTROL
 PP3458
 PP3458.No superseded survey control is available for this station.
 PP3458
 PP3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3122435566(NAD 83)
 PP3458
 PP3458_MARKER: DV = VERTICAL CONTROL DISK
 PP3458_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3458_SP_SET: BRIDGE WALKWAY
 PP3458_STAMPING: 2514 AD 1988
 PP3458_MARK LOGO: MNDT  
 PP3458_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3458+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3458
 PP3458  HISTORY     - Date     Condition        Report By
 PP3458  HISTORY     - 1988     MONUMENTED       MNDT
 PP3458  HISTORY     - 20030920 GOOD             USPSQD
 PP3458  HISTORY     - 20081104 GOOD             MNDT
 PP3458
 PP3458                          STATION DESCRIPTION
 PP3458
 PP3458'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3458'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 1.65
 PP3458'MI (2.66 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3458'HIGHWAY 19 IN RED WING, IN THE SOUTH END OF THE PEDESTRIAN BRIDGE
 PP3458'OVER HIGHWAY 61 AT ANDERSON PARK AND IN THE SW 1/4 OF SECTION 22,
 PP3458'T113N, R15W.  THE MARK IS 95.0 FT (29.0 M) SOUTH-SOUTHEAST OF AND
 PP3458'ABOUT 20 FT (6.1 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3458'MILEPOINT 94.95, 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 PP3458'CORNER OF THE FENCE OVER THE WALKWAY AND 3.6 FT (1.1 M)
 PP3458'EAST-NORTHEAST OF THE CENTER OF THE BRIDGE WALK.  THE MARK, A STANDARD
 PP3458'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2514 AD
 PP3458'1988---, IS SET IN A DRILL HOLE IN THE ABUTMENT OF THE BRIDGE.
 PP3458
 PP3458                          STATION RECOVERY (2003)
 PP3458
 PP3458'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3458'RECOVERED IN GOOD CONDITION.
 PP3458
 PP3458                          STATION RECOVERY (2008)
 PP3458
 PP3458'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3457 ***********************************************************************
 PP3457  DESIGNATION -  2514 AE
 PP3457  PID         -  PP3457
 PP3457  STATE/COUNTY-  MN/GOODHUE
 PP3457  COUNTRY     -  US
 PP3457  USGS QUAD   -  RED WING (1994)
 PP3457
 PP3457                         *CURRENT SURVEY CONTROL
 PP3457  ______________________________________________________________________
 PP3457* NAD 83(1986) POSITION- 44 34 04.74   (N) 092 37 06.81   (W)   HD_HELD1  
 PP3457* NAVD 88 ORTHO HEIGHT -   248.257  (meters)     814.49  (feet) ADJUSTED  
 PP3457  ______________________________________________________________________
 PP3457  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 PP3457  DYNAMIC HEIGHT  -        248.221 (meters)      814.37  (feet) COMP
 PP3457  MODELED GRAVITY -    980,466.1   (mgal)                       NAVD 88
 PP3457
 PP3457  VERT ORDER      -  SECOND    CLASS I
 PP3457
 PP3457.The horizontal coordinates were established by differentially corrected
 PP3457.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3457.
 PP3457.The orthometric height was determined by differential leveling and
 PP3457.adjusted in June 1995.
 PP3457
 PP3457.Photographs are available for this station.
 PP3457
 PP3457.The dynamic height is computed by dividing the NAVD 88
 PP3457.geopotential number by the normal gravity value computed on the
 PP3457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3457.degrees latitude (g = 980.6199 gals.).
 PP3457
 PP3457.The modeled gravity was interpolated from observed gravity values.
 PP3457
 PP3457;                    North         East    Units  Estimated Accuracy
 PP3457;SPC MN S     -   275,148.0     909,724.0     MT  (+/- 3 meters HH1 GPS) 
 PP3457
 PP3457                          SUPERSEDED SURVEY CONTROL
 PP3457
 PP3457.No superseded survey control is available for this station.
 PP3457
 PP3457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3028835031(NAD 83)
 PP3457
 PP3457_MARKER: DV = VERTICAL CONTROL DISK
 PP3457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3457_SP_SET: ALUMINUM ALLOY ROD
 PP3457_STAMPING: 2514 AE 1988
 PP3457_MARK LOGO: MNDT  
 PP3457_PROJECTION: RECESSED 8 CENTIMETERS
 PP3457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3457+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 PP3457
 PP3457  HISTORY     - Date     Condition        Report By
 PP3457  HISTORY     - 1988     MONUMENTED       MNDT
 PP3457  HISTORY     - 20030920 GOOD             USPSQD
 PP3457  HISTORY     - 20080923 GOOD             MNDT
 PP3457
 PP3457                          STATION DESCRIPTION
 PP3457
 PP3457'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3457'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 0.95
 PP3457'MI (1.53 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3457'HIGHWAY 19, AT THE WEST EDGE OF THE BURNSIDE CEMETERY AND IN THE NE
 PP3457'1/4 OF SECTION 28, T113N, R15W.  THE MARK IS 87.0 FT (26.5 M)
 PP3457'SOUTH-SOUTHEAST OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 PP3457'HIGHWAY 61 AT MILEPOINT 95.45, 23.8 FT (7.3 M) SOUTH-SOUTHEAST OF A
 PP3457'FRONTAGE ROAD, 11.0 FT (3.4 M) WEST-SOUTHWEST OF THE WEST ENTRANCE
 PP3457'TO THE CEMETERY, 4.4 FT (1.3 M) WEST-NORTHWEST OF THE NORTHWEST
 PP3457'CORNER OF THE WEST BRICK GATE POST OF THE CEMETERY AND 62.5 FT
 PP3457'(19.1 M) EAST OF THE CENTER OF A FIRE HYDRANT.  THE MARK, A STANDARD
 PP3457'MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2514
 PP3457'AE 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT
 PP3457'LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS AND PROJECTS 3
 PP3457'INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3457
 PP3457                          STATION RECOVERY (2003)
 PP3457
 PP3457'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3457'MARK WAS FOUND 3 INCHES BELOW EXISTING GRADE
 PP3457
 PP3457                          STATION RECOVERY (2008)
 PP3457
 PP3457'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3454 ***********************************************************************
 PP3454  DESIGNATION -  2514 AF
 PP3454  PID         -  PP3454
 PP3454  STATE/COUNTY-  MN/GOODHUE
 PP3454  COUNTRY     -  US
 PP3454  USGS QUAD   -  WELCH (1991)
 PP3454
 PP3454                         *CURRENT SURVEY CONTROL
 PP3454  ______________________________________________________________________
 PP3454* NAD 83(1986) POSITION- 44 34 09.40   (N) 092 38 17.04   (W)   HD_HELD1  
 PP3454* NAVD 88 ORTHO HEIGHT -   244.228  (meters)     801.27  (feet) ADJUSTED  
 PP3454  ______________________________________________________________________
 PP3454  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 PP3454  DYNAMIC HEIGHT  -        244.192 (meters)      801.15  (feet) COMP
 PP3454  MODELED GRAVITY -    980,467.3   (mgal)                       NAVD 88
 PP3454
 PP3454  VERT ORDER      -  SECOND    CLASS I
 PP3454
 PP3454.The horizontal coordinates were established by differentially corrected
 PP3454.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3454.
 PP3454.The orthometric height was determined by differential leveling and
 PP3454.adjusted in June 1995.
 PP3454
 PP3454.Photographs are available for this station.
 PP3454
 PP3454.The dynamic height is computed by dividing the NAVD 88
 PP3454.geopotential number by the normal gravity value computed on the
 PP3454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3454.degrees latitude (g = 980.6199 gals.).
 PP3454
 PP3454.The modeled gravity was interpolated from observed gravity values.
 PP3454
 PP3454;                    North         East    Units  Estimated Accuracy
 PP3454;SPC MN S     -   275,265.9     908,172.3     MT  (+/- 3 meters HH1 GPS) 
 PP3454
 PP3454                          SUPERSEDED SURVEY CONTROL
 PP3454
 PP3454.No superseded survey control is available for this station.
 PP3454
 PP3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2873835168(NAD 83)
 PP3454
 PP3454_MARKER: DV = VERTICAL CONTROL DISK
 PP3454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3454_SP_SET: ALUMINUM ALLOY ROD
 PP3454_STAMPING: 2514 AF 1988
 PP3454_MARK LOGO: MNDT  
 PP3454_PROJECTION: FLUSH
 PP3454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3454+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 PP3454
 PP3454  HISTORY     - Date     Condition        Report By
 PP3454  HISTORY     - 1988     MONUMENTED       MNDT
 PP3454  HISTORY     - 20051122 GOOD             MNDT
 PP3454  HISTORY     - 20070405 GOOD             GEOCAC
 PP3454  HISTORY     - 20080923 GOOD             MNDT
 PP3454
 PP3454                          STATION DESCRIPTION
 PP3454
 PP3454'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3454'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP3454'HIGHWAY 19 IN THE WESTERN PART OF THE CITY OF RED WING, AT THE RED
 PP3454'WING TECHNICAL INSTITUTE TOWER VIEW CAMPUS AND IN THE NE 1/4 OF
 PP3454'SECTION 29, T113N, R15W.  THE MARK IS 71.0 FT (21.6 M) NORTH OF AND
 PP3454'ABOUT 1 FT (0.3 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3454'MILEPOINT 96.6, 1.6 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 PP3454'THE EAST CONCRETE GATE POST, 1.3 FT (0.4 M) SOUTH-SOUTHWEST OF A
 PP3454'BRICK WALL AND 1.1 FT (0.3 M) SOUTH-SOUTHEAST OF A STEEL WITNESS
 PP3454'POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL
 PP3454'MONUMENT DISK STAMPED---2514 AF 1988---, IS FASTENED TO THE TOP OF A
 PP3454'3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 PP3454'SPECIFICATIONS AND IS RECESSED 1 INCH BELOW THE SURFACE OF THE
 PP3454'GROUND.
 PP3454
 PP3454                          STATION RECOVERY (2005)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP3454'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF
 PP3454'MIESVILLE, 5.2 MI (8.4 KM) WEST OF RED WING AND 5.0 MI (8.0 KM) EAST
 PP3454'OF WELCH NEAR THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT
 PP3454'RED WING, AT RED WING TECHNICAL INSTITUTE TOWER VIEW CAMPASS.
 PP3454' 
 PP3454'TO REACH THE MARK GO TO TRUNK HIGHWAY 61 MILE POINT 96.6.
 PP3454' 
 PP3454'THE MARK IS 71.0 FT (21.6 M) NORTH OF THE NORTH BOUND LANE OF TRUNK
 PP3454'HIGHWAY 61, 1.6 FT (0.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF EAST
 PP3454'CONCRETE GATE POST BY THE ANDERSON CENTER SIGN, 1.3 FT (0.4 M)
 PP3454'SOUTH-SOUTHWEST OF A BRICK WALL, 1.1 FT (0.3 M) SOUTH-SOUTHEAST OF A
 PP3454'WITNESS POST.
 PP3454
 PP3454                          STATION RECOVERY (2007)
 PP3454
 PP3454'RECOVERY NOTE BY GEOCACHING 2007 (SRC)
 PP3454'MARK WAS RECOVERED AND IS NOW LEVEL WITH THE GROUND
 PP3454
 PP3454                          STATION RECOVERY (2008)
 PP3454
 PP3454'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3453 ***********************************************************************
 PP3453  DESIGNATION -  2514 AG
 PP3453  PID         -  PP3453
 PP3453  STATE/COUNTY-  MN/GOODHUE
 PP3453  COUNTRY     -  US
 PP3453  USGS QUAD   -  WELCH (1991)
 PP3453
 PP3453                         *CURRENT SURVEY CONTROL
 PP3453  ______________________________________________________________________
 PP3453* NAD 83(1986) POSITION- 44 34 27.21   (N) 092 38 54.54   (W)   HD_HELD1  
 PP3453* NAVD 88 ORTHO HEIGHT -   223.381  (meters)     732.88  (feet) ADJUSTED  
 PP3453  ______________________________________________________________________
 PP3453  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 PP3453  DYNAMIC HEIGHT  -        223.349 (meters)      732.77  (feet) COMP
 PP3453  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 PP3453
 PP3453  VERT ORDER      -  SECOND    CLASS I
 PP3453
 PP3453.The horizontal coordinates were established by differentially corrected
 PP3453.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3453.
 PP3453.The orthometric height was determined by differential leveling and
 PP3453.adjusted in June 1995.
 PP3453
 PP3453.Photographs are available for this station.
 PP3453
 PP3453.The dynamic height is computed by dividing the NAVD 88
 PP3453.geopotential number by the normal gravity value computed on the
 PP3453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3453.degrees latitude (g = 980.6199 gals.).
 PP3453
 PP3453.The modeled gravity was interpolated from observed gravity values.
 PP3453
 PP3453;                    North         East    Units  Estimated Accuracy
 PP3453;SPC MN S     -   275,801.8     907,335.9     MT  (+/- 3 meters HH1 GPS) 
 PP3453
 PP3453                          SUPERSEDED SURVEY CONTROL
 PP3453
 PP3453.No superseded survey control is available for this station.
 PP3453
 PP3453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2790935714(NAD 83)
 PP3453
 PP3453_MARKER: DV = VERTICAL CONTROL DISK
 PP3453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3453_SP_SET: BRIDGE RAILING
 PP3453_STAMPING: 2514 AG 1988
 PP3453_MARK LOGO: MNDT  
 PP3453_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3453+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 PP3453
 PP3453  HISTORY     - Date     Condition        Report By
 PP3453  HISTORY     - 1988     MONUMENTED       MNDT
 PP3453  HISTORY     - 20051122 GOOD             MNDT
 PP3453  HISTORY     - 20080923 GOOD             MNDT
 PP3453
 PP3453                          STATION DESCRIPTION
 PP3453
 PP3453'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3453'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 0.65
 PP3453'MI (1.05 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3453'TRUNK HIGHWAY 19 IN RED WING, NEAR THE SOUTHEAST CORNER OF BRIDGE
 PP3453'NUMBER 25017 (HIGHWAY 61 OVER THE CANNON RIVER) AND IN THE SW 1/4 OF
 PP3453'SECTION 20, T113N, R15W.  THE MARK IS 24.5 FT (7.5 M) EAST-NORTHEAST
 PP3453'OF AND ABOUT 3 FT (0.9 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT
 PP3453'MILEPOINT 97.25 AND 18.3 FT (5.6 M) NORTH-NORTHWEST OF THE SOUTHEAST
 PP3453'CORNER OF THE BRIDGE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PP3453'CONTROL MONUMENT DISK STAMPED---2514 AG 1988---, IS SET IN THE TOP OF
 PP3453'THE CONCRETE BRIDGE RAILING.
 PP3453
 PP3453                          STATION RECOVERY (2005)
 PP3453
 PP3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP3453'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 PP3453'MIESVILLE, 5.7 MI (9.2 KM) WEST OF RED WING AND 4.5 MI (7.2 KM) EAST
 PP3453'OF WELCH.
 PP3453' 
 PP3453'TO REACH THE MARK GO TO TRUNK HIGHWAY 61 MILE POINT 97.25 0.65 MI (1.0
 PP3453'KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT
 PP3453'RED WING.    THE MARK IS NEAR THE SOUTHEAST CORNER OF TRUNK HIGHWAY 61
 PP3453'BRIDGE 25017 SPANNING THE CANNON RIVER, 24.5 FT (7.5 M) EAST-NORTHEAST
 PP3453'OF TRUNK HIGHWAY 61 IN THE TOP OF A CONCRETE BRIDGE RAILING, 18.3 FT
 PP3453'(5.6 M) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 PP3453
 PP3453                          STATION RECOVERY (2008)
 PP3453
 PP3453'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3453'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3452 ***********************************************************************
 PP3452  DESIGNATION -  2514 AH
 PP3452  PID         -  PP3452
 PP3452  STATE/COUNTY-  MN/GOODHUE
 PP3452  COUNTRY     -  US
 PP3452  USGS QUAD   -  WELCH (1991)
 PP3452
 PP3452                         *CURRENT SURVEY CONTROL
 PP3452  ______________________________________________________________________
 PP3452* NAD 83(1986) POSITION- 44 34 55.     (N) 092 39 20.     (W)   SCALED    
 PP3452* NAVD 88 ORTHO HEIGHT -   211.675  (meters)     694.47  (feet) ADJUSTED  
 PP3452  ______________________________________________________________________
 PP3452  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 PP3452  DYNAMIC HEIGHT  -        211.645 (meters)      694.37  (feet) COMP
 PP3452  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 PP3452
 PP3452  VERT ORDER      -  SECOND    CLASS I
 PP3452
 PP3452.The horizontal coordinates were scaled from a topographic map and have
 PP3452.an estimated accuracy of +/- 6 seconds.
 PP3452.
 PP3452.The orthometric height was determined by differential leveling and
 PP3452.adjusted in June 1995.
 PP3452
 PP3452.The dynamic height is computed by dividing the NAVD 88
 PP3452.geopotential number by the normal gravity value computed on the
 PP3452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3452.degrees latitude (g = 980.6199 gals.).
 PP3452
 PP3452.The modeled gravity was interpolated from observed gravity values.
 PP3452
 PP3452;                    North         East    Units  Estimated Accuracy
 PP3452;SPC MN S     -   276,650.      906,760.      MT  (+/- 180 meters Scaled)
 PP3452
 PP3452                          SUPERSEDED SURVEY CONTROL
 PP3452
 PP3452.No superseded survey control is available for this station.
 PP3452
 PP3452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK273365(NAD 83)
 PP3452
 PP3452_MARKER: DV = VERTICAL CONTROL DISK
 PP3452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3452_SP_SET: ALUMINUM ALLOY ROD
 PP3452_STAMPING: 2514 AH 1988
 PP3452_MARK LOGO: MNDT  
 PP3452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3452
 PP3452  HISTORY     - Date     Condition        Report By
 PP3452  HISTORY     - 1988     MONUMENTED       MNDT
 PP3452
 PP3452                          STATION DESCRIPTION
 PP3452
 PP3452'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3452'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 1.3
 PP3452'MI (2.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3452'TRUNK HIGHWAY 19 IN RED WING AND IN THE NE 1/4 OF SECTION 19, T113N,
 PP3452'R15W.  THE MARK IS 147.5 FT (45.0 M) WEST-SOUTHWEST OF AND ABOUT 2 FT
 PP3452'(0.6 M) HIGHER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 97.9,
 PP3452'100.0 FT (30.5 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A CIVIL
 PP3452'DEFENSE SIREN ON IT AND 1.8 FT (0.5 M) SOUTHEAST OF THE SOUTH CORNER
 PP3452'OF A METAL BUILDING.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3452'VERTICAL CONTROL MONUMENT DISK STAMPED---2514 AH 1988---, IS FASTENED
 PP3452'TO THE TOP OF A 3/4 INCH DIAMETER BY 55 FOOT LONG ALUMINUM ALLOY ROD
 PP3452'DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6737 ***********************************************************************
 DK6737  DESIGNATION -  2514 AH 1
 DK6737  PID         -  DK6737
 DK6737  STATE/COUNTY-  MN/GOODHUE
 DK6737  COUNTRY     -  US
 DK6737  USGS QUAD   -  WELCH (1991)
 DK6737
 DK6737                         *CURRENT SURVEY CONTROL
 DK6737  ______________________________________________________________________
 DK6737* NAD 83(1986) POSITION- 44 37 15.04   (N) 092 40 18.04   (W)   HD_HELD1  
 DK6737* NAVD 88 ORTHO HEIGHT -   211.291  (meters)     693.21  (feet) ADJUSTED  
 DK6737  ______________________________________________________________________
 DK6737  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 DK6737  DYNAMIC HEIGHT  -        211.262 (meters)      693.12  (feet) COMP
 DK6737  MODELED GRAVITY -    980,474.5   (mgal)                       NAVD 88
 DK6737
 DK6737  VERT ORDER      -  SECOND    CLASS I
 DK6737
 DK6737.The horizontal coordinates were established by differentially corrected
 DK6737.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6737.
 DK6737.The orthometric height was determined by differential leveling and
 DK6737.adjusted in December 2008.
 DK6737
 DK6737.No vertical observational check was made to the station.
 DK6737
 DK6737.Photographs are available for this station.
 DK6737
 DK6737.The dynamic height is computed by dividing the NAVD 88
 DK6737.geopotential number by the normal gravity value computed on the
 DK6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6737.degrees latitude (g = 980.6199 gals.).
 DK6737
 DK6737.The modeled gravity was interpolated from observed gravity values.
 DK6737
 DK6737;                    North         East    Units  Estimated Accuracy
 DK6737;SPC MN S     -   280,951.0     905,409.8     MT  (+/- 3 meters HH1 GPS) 
 DK6737
 DK6737                          SUPERSEDED SURVEY CONTROL
 DK6737
 DK6737.No superseded survey control is available for this station.
 DK6737
 DK6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2604640884(NAD 83)
 DK6737
 DK6737_MARKER: DV = VERTICAL CONTROL DISK
 DK6737_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6737_SP_SET: BRIDGE ABUTMENT
 DK6737_STAMPING: 2514 AH 1 2005
 DK6737_MARK LOGO: MNDT  
 DK6737_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6737+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6737
 DK6737  HISTORY     - Date     Condition        Report By
 DK6737  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6737  HISTORY     - 20080923 GOOD             MNDT
 DK6737
 DK6737                          STATION DESCRIPTION
 DK6737
 DK6737'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6737'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF RED WING,
 DK6737'7.1 MI (11.4 KM) EAST-NORTHEAST OF MIESVILLE AND 4.9 MI (7.9 KM)
 DK6737'NORTHEAST OF WELCH, IN AN ABUTMENT IN SOUTHEAST CORNER OF COUNTY ROAD
 DK6737'18 BRIDGE NUMBER 25505 OVER A CREEK.
 DK6737' 
 DK6737'TO REACH THE MARK GO 2.1 MI (3.4 KM) NORTH ALONG COUNTY ROAD 18 FROM
 DK6737'ITS JUNCTION WITH TRUNK HIGHWAY 61.
 DK6737' 
 DK6737'THE MARK IS 23.0 FT (7.0 M) EAST OF COUNTY ROAD 18.
 DK6737
 DK6737                          STATION RECOVERY (2008)
 DK6737
 DK6737'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6737'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6738 ***********************************************************************
 DK6738  DESIGNATION -  2514 AH 2
 DK6738  PID         -  DK6738
 DK6738  STATE/COUNTY-  MN/GOODHUE
 DK6738  COUNTRY     -  US
 DK6738  USGS QUAD   -  DIAMOND BLUFF WEST (1992)
 DK6738
 DK6738                         *CURRENT SURVEY CONTROL
 DK6738  ______________________________________________________________________
 DK6738* NAD 83(1986) POSITION- 44 37 38.92   (N) 092 40 18.06   (W)   HD_HELD1  
 DK6738* NAVD 88 ORTHO HEIGHT -   210.803  (meters)     691.61  (feet) ADJUSTED  
 DK6738  ______________________________________________________________________
 DK6738  GEOID HEIGHT    -        -29.96  (meters)                     GEOID09
 DK6738  DYNAMIC HEIGHT  -        210.774 (meters)      691.51  (feet) COMP
 DK6738  MODELED GRAVITY -    980,474.6   (mgal)                       NAVD 88
 DK6738
 DK6738  VERT ORDER      -  SECOND    CLASS I
 DK6738
 DK6738.The horizontal coordinates were established by differentially corrected
 DK6738.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6738.
 DK6738.The orthometric height was determined by differential leveling and
 DK6738.adjusted in December 2008.
 DK6738
 DK6738.No vertical observational check was made to the station.
 DK6738
 DK6738.Photographs are available for this station.
 DK6738
 DK6738.The dynamic height is computed by dividing the NAVD 88
 DK6738.geopotential number by the normal gravity value computed on the
 DK6738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6738.degrees latitude (g = 980.6199 gals.).
 DK6738
 DK6738.The modeled gravity was interpolated from observed gravity values.
 DK6738
 DK6738;                    North         East    Units  Estimated Accuracy
 DK6738;SPC MN S     -   281,688.0     905,397.4     MT  (+/- 3 meters HH1 GPS) 
 DK6738
 DK6738                          SUPERSEDED SURVEY CONTROL
 DK6738
 DK6738.No superseded survey control is available for this station.
 DK6738
 DK6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2604341621(NAD 83)
 DK6738
 DK6738_MARKER: DB = BENCH MARK DISK
 DK6738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6738_SP_SET: BRIDGE ABUTMENT
 DK6738_STAMPING: 2514 AH 2 2005
 DK6738_MARK LOGO: MNDT  
 DK6738_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6738+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6738
 DK6738  HISTORY     - Date     Condition        Report By
 DK6738  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6738  HISTORY     - 20080923 GOOD             MNDT
 DK6738
 DK6738                          STATION DESCRIPTION
 DK6738
 DK6738'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6738'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF MIESVILLE
 DK6738'AND 5.2 MI (8.4 KM) NORTHEAST OF WELCH.  4.8 MI (7.7 KM) NORTHWEST OF
 DK6738'RED WING.
 DK6738' 
 DK6738'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 18 AND TRUNK
 DK6738'HIGHWAY 61 NORTHWEST OF RED WING, GO 2.7 MI (4.3 KM) NORTH ALONG
 DK6738'COUNTY ROAD 18.
 DK6738' 
 DK6738'THE MARK IS SET 23.0 FT (7.0 M) EAST OF COUNTY ROAD 18, IN THE BRIDGE
 DK6738'OVER LAKE LARSON IN THE SOUTHEAST ABUTMENT.
 DK6738
 DK6738                          STATION RECOVERY (2008)
 DK6738
 DK6738'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6738'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6736 ***********************************************************************
 DK6736  DESIGNATION -  2514 AH 3
 DK6736  PID         -  DK6736
 DK6736  STATE/COUNTY-  MN/GOODHUE
 DK6736  COUNTRY     -  US
 DK6736  USGS QUAD   -  WELCH (1991)
 DK6736
 DK6736                         *CURRENT SURVEY CONTROL
 DK6736  ______________________________________________________________________
 DK6736* NAD 83(1986) POSITION- 44 36 00.13   (N) 092 40 19.05   (W)   HD_HELD1  
 DK6736* NAVD 88 ORTHO HEIGHT -   309.396  (meters)    1015.08  (feet) ADJUSTED  
 DK6736  ______________________________________________________________________
 DK6736  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 DK6736  DYNAMIC HEIGHT  -        309.354 (meters)     1014.94  (feet) COMP
 DK6736  MODELED GRAVITY -    980,474.0   (mgal)                       NAVD 88
 DK6736
 DK6736  VERT ORDER      -  SECOND    CLASS I
 DK6736
 DK6736.The horizontal coordinates were established by differentially corrected
 DK6736.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6736.
 DK6736.The orthometric height was determined by differential leveling and
 DK6736.adjusted in December 2008.
 DK6736
 DK6736.No vertical observational check was made to the station.
 DK6736
 DK6736.Photographs are available for this station.
 DK6736
 DK6736.The dynamic height is computed by dividing the NAVD 88
 DK6736.geopotential number by the normal gravity value computed on the
 DK6736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6736.degrees latitude (g = 980.6199 gals.).
 DK6736
 DK6736.The modeled gravity was interpolated from observed gravity values.
 DK6736
 DK6736;                    North         East    Units  Estimated Accuracy
 DK6736;SPC MN S     -   278,638.8     905,425.1     MT  (+/- 3 meters HH1 GPS) 
 DK6736
 DK6736                          SUPERSEDED SURVEY CONTROL
 DK6736
 DK6736.No superseded survey control is available for this station.
 DK6736
 DK6736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2603338573(NAD 83)
 DK6736
 DK6736_MARKER: DD = SURVEY DISK
 DK6736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6736_STAMPING: 2514 AH 3 2005
 DK6736_MARK LOGO: MNDT  
 DK6736_PROJECTION: FLUSH
 DK6736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6736+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2008
 DK6736_ROD/PIPE-DEPTH:  6.7 meters
 DK6736
 DK6736  HISTORY     - Date     Condition        Report By
 DK6736  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6736  HISTORY     - 20081126 GOOD             MNDT
 DK6736
 DK6736                          STATION DESCRIPTION
 DK6736
 DK6736'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6736'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF RED WING,
 DK6736'7.0 MI (11.3 KM) EAST OF MIESVILLE AND 4.0 MI (6.4 KM) EAST-NORTHEAST
 DK6736'OF WELCH, 3.0 MI (4.8 KM) NORTHWEST OF RED WING.
 DK6736' 
 DK6736'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 18 WITH TRUNK
 DK6736'HIGHWAY 61, GO 0.6 MI (1.0 KM) NORTH.
 DK6736' 
 DK6736'THE MARK IS 147.8 FT (45.0 M) WEST OF COUNTY ROAD 18, 63.3 FT (19.3 M)
 DK6736'SOUTH OF COUNTY ROAD 31, 3.7 FT (1.1 M) NORTH OF A POWER POLE, 0.9 FT
 DK6736'(0.3 M) NORTH OF A WITNESS POST.
 DK6736
 DK6736                          STATION RECOVERY (2008)
 DK6736
 DK6736'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 DK6736'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3446 ***********************************************************************
 PP3446  DESIGNATION -  2514 AK
 PP3446  PID         -  PP3446
 PP3446  STATE/COUNTY-  MN/GOODHUE
 PP3446  COUNTRY     -  US
 PP3446  USGS QUAD   -  WELCH (1991)
 PP3446
 PP3446                         *CURRENT SURVEY CONTROL
 PP3446  ______________________________________________________________________
 PP3446* NAD 83(1986) POSITION- 44 35 27.     (N) 092 40 55.     (W)   SCALED    
 PP3446* NAVD 88 ORTHO HEIGHT -   261.763  (meters)     858.80  (feet) ADJUSTED  
 PP3446  ______________________________________________________________________
 PP3446  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 PP3446  DYNAMIC HEIGHT  -        261.726 (meters)      858.68  (feet) COMP
 PP3446  MODELED GRAVITY -    980,472.8   (mgal)                       NAVD 88
 PP3446
 PP3446  VERT ORDER      -  SECOND    CLASS I
 PP3446
 PP3446.The horizontal coordinates were scaled from a topographic map and have
 PP3446.an estimated accuracy of +/- 6 seconds.
 PP3446.
 PP3446.The orthometric height was determined by differential leveling and
 PP3446.adjusted in June 1995.
 PP3446
 PP3446.The dynamic height is computed by dividing the NAVD 88
 PP3446.geopotential number by the normal gravity value computed on the
 PP3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3446.degrees latitude (g = 980.6199 gals.).
 PP3446
 PP3446.The modeled gravity was interpolated from observed gravity values.
 PP3446
 PP3446;                    North         East    Units  Estimated Accuracy
 PP3446;SPC MN S     -   277,600.      904,650.      MT  (+/- 180 meters Scaled)
 PP3446
 PP3446                          SUPERSEDED SURVEY CONTROL
 PP3446
 PP3446.No superseded survey control is available for this station.
 PP3446
 PP3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK252375(NAD 83)
 PP3446
 PP3446_MARKER: DV = VERTICAL CONTROL DISK
 PP3446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3446_SP_SET: ALUMINUM ALLOY ROD
 PP3446_STAMPING: 2514 AK 1988
 PP3446_MARK LOGO: MNDT  
 PP3446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3446
 PP3446  HISTORY     - Date     Condition        Report By
 PP3446  HISTORY     - 1988     MONUMENTED       MNDT
 PP3446  HISTORY     - 20080923 MARK NOT FOUND   MNDT
 PP3446
 PP3446                          STATION DESCRIPTION
 PP3446
 PP3446'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3446'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE CITY OF RED
 PP3446'WING, 2.9 MI (4.7 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3446'JUNCTION WITH TRUNK HIGHWAY 19 IN RED WING, NEAR THE JUNCTION OF A
 PP3446'GRAVEL ROAD SOUTHWEST, AND IN THE SE 1/4 OF SECTION 13, T113N, R16W.
 PP3446'THE MARK IS 151.5 FT (46.2 M) SOUTH OF THE CENTERLINE OF HIGHWAY 61
 PP3446'AT MILEPOINT 99.5, 30.5 FT (9.3 M) NORTHWEST OF AND ABOUT 0.5 FT
 PP3446'(0.2 M) LOWER THAN THE CENTER OF THE GRAVEL ROAD, 57.5 FT (17.5 M)
 PP3446'SOUTH-SOUTHWEST OF A POWER POLE AND 1.1 FT (0.3 M) NORTHEAST OF A
 PP3446'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 PP3446'VERTICAL CONTROL MONUMENT DISK STAMPED---2514 AK 1988---, IS FASTENED
 PP3446'TO THE TOP OF A 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ALLOY ROD
 PP3446'DRIVEN TO REFUSAL AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 PP3446'GROUND.
 PP3446
 PP3446                          STATION RECOVERY (2008)
 PP3446
 PP3446'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3446'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3441 ***********************************************************************
 PP3441  DESIGNATION -  2514 AN
 PP3441  PID         -  PP3441
 PP3441  STATE/COUNTY-  MN/GOODHUE
 PP3441  COUNTRY     -  US
 PP3441  USGS QUAD   -  WELCH (1991)
 PP3441
 PP3441                         *CURRENT SURVEY CONTROL
 PP3441  ______________________________________________________________________
 PP3441* NAD 83(1986) POSITION- 44 36 02.     (N) 092 42 59.     (W)   SCALED    
 PP3441* NAVD 88 ORTHO HEIGHT -   319.933  (meters)    1049.65  (feet) ADJUSTED  
 PP3441  ______________________________________________________________________
 PP3441  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 PP3441  DYNAMIC HEIGHT  -        319.889 (meters)     1049.50  (feet) COMP
 PP3441  MODELED GRAVITY -    980,470.8   (mgal)                       NAVD 88
 PP3441
 PP3441  VERT ORDER      -  SECOND    CLASS I
 PP3441
 PP3441.The horizontal coordinates were scaled from a topographic map and have
 PP3441.an estimated accuracy of +/- 6 seconds.
 PP3441.
 PP3441.The orthometric height was determined by differential leveling and
 PP3441.adjusted in June 1995.
 PP3441
 PP3441.The dynamic height is computed by dividing the NAVD 88
 PP3441.geopotential number by the normal gravity value computed on the
 PP3441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3441.degrees latitude (g = 980.6199 gals.).
 PP3441
 PP3441.The modeled gravity was interpolated from observed gravity values.
 PP3441
 PP3441;                    North         East    Units  Estimated Accuracy
 PP3441;SPC MN S     -   278,640.      901,900.      MT  (+/- 180 meters Scaled)
 PP3441
 PP3441                          SUPERSEDED SURVEY CONTROL
 PP3441
 PP3441.No superseded survey control is available for this station.
 PP3441
 PP3441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK225386(NAD 83)
 PP3441
 PP3441_MARKER: DV = VERTICAL CONTROL DISK
 PP3441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3441_SP_SET: ALUMINUM ALLOY ROD
 PP3441_STAMPING: 2514 AN 1988
 PP3441_MARK LOGO: MNDT  
 PP3441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3441
 PP3441  HISTORY     - Date     Condition        Report By
 PP3441  HISTORY     - 1988     MONUMENTED       MNDT
 PP3441  HISTORY     - 20080923 MARK NOT FOUND   MNDT
 PP3441
 PP3441                          STATION DESCRIPTION
 PP3441
 PP3441'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3441'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) WEST OF RED WING, 2.8 MI
 PP3441'(4.5 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3441'HIGHWAY 316 EAST OF MIESVILLE, ABOUT 5.1 MI (8.2 KM) WESTERLY ALONG
 PP3441'HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 19 IN RED WING AND IN
 PP3441'THE NE 1/4 OF SECTION 15, T113N, R16W.  THE MARK IS 46.5 FT (14.2 M)
 PP3441'SOUTH OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE LEVEL OF HIGHWAY 61 AT
 PP3441'MILEPOINT 101.7, 31.8 FT (9.7 M) EAST OF THE EXTENDED CENTER OF THE
 PP3441'DRIVEWAY TO THE NORTH, 2.4 FT (0.7 M) EAST-NORTHEAST OF A POWER POLE
 PP3441'AND 1.0 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3441'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3441'STAMPED---2514 AN 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3441'DIAMETER BY 32 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AND
 PP3441'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3441
 PP3441                          STATION RECOVERY (2008)
 PP3441
 PP3441'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3441'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3439 ***********************************************************************
 PP3439  DESIGNATION -  2514 AP
 PP3439  PID         -  PP3439
 PP3439  STATE/COUNTY-  MN/GOODHUE
 PP3439  COUNTRY     -  US
 PP3439  USGS QUAD   -  WELCH (1991)
 PP3439
 PP3439                         *CURRENT SURVEY CONTROL
 PP3439  ______________________________________________________________________
 PP3439* NAD 83(1986) POSITION- 44 36 03.     (N) 092 44 18.     (W)   SCALED    
 PP3439* NAVD 88 ORTHO HEIGHT -   313.366  (meters)    1028.10  (feet) ADJUSTED  
 PP3439  ______________________________________________________________________
 PP3439  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 PP3439  DYNAMIC HEIGHT  -        313.322 (meters)     1027.96  (feet) COMP
 PP3439  MODELED GRAVITY -    980,467.0   (mgal)                       NAVD 88
 PP3439
 PP3439  VERT ORDER      -  SECOND    CLASS I
 PP3439
 PP3439.The horizontal coordinates were scaled from a topographic map and have
 PP3439.an estimated accuracy of +/- 6 seconds.
 PP3439.
 PP3439.The orthometric height was determined by differential leveling and
 PP3439.adjusted in June 1995.
 PP3439
 PP3439.The dynamic height is computed by dividing the NAVD 88
 PP3439.geopotential number by the normal gravity value computed on the
 PP3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3439.degrees latitude (g = 980.6199 gals.).
 PP3439
 PP3439.The modeled gravity was interpolated from observed gravity values.
 PP3439
 PP3439;                    North         East    Units  Estimated Accuracy
 PP3439;SPC MN S     -   278,640.      900,160.      MT  (+/- 180 meters Scaled)
 PP3439
 PP3439                          SUPERSEDED SURVEY CONTROL
 PP3439
 PP3439.No superseded survey control is available for this station.
 PP3439
 PP3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK207386(NAD 83)
 PP3439
 PP3439_MARKER: DV = VERTICAL CONTROL DISK
 PP3439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3439_SP_SET: ALUMINUM ALLOY ROD
 PP3439_STAMPING: 2514 AP 1988
 PP3439_MARK LOGO: MNDT  
 PP3439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3439
 PP3439  HISTORY     - Date     Condition        Report By
 PP3439  HISTORY     - 1988     MONUMENTED       MNDT
 PP3439  HISTORY     - 20080918 MARK NOT FOUND   MNDT
 PP3439
 PP3439                          STATION DESCRIPTION
 PP3439
 PP3439'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3439'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) EAST OF THE CITY OF
 PP3439'MIESVILLE, 1.7 MI (2.7 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3439'JUNCTION WITH TRUNK HIGHWAY 316 AND IN THE SOUTHEAST 1/4 OF SECTION
 PP3439'9, T113N, R16W.  THE MARK IS 46.0 FT (14.0 M) NORTH OF AND ABOUT 3 FT
 PP3439'(0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 102.8,
 PP3439'55.0 FT (16.8 M) EAST OF THE CENTER OF A FIELD ENTRANCE, 1.8 FT
 PP3439'(0.5 M) WEST OF A POWER POLE AND 0.8 FT (0.2 M) SOUTH OF A STEEL
 PP3439'WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL
 PP3439'CONTROL MONUMENT DISK STAMPED---2514 AP 1988---, IS FASTENED TO THE
 PP3439'TOP OF A 3/4 INCH DIAMETER BY 21 FOOT LONG ALUMINUM ALLOY ROD DRIVEN
 PP3439'TO REFUSAL AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3439
 PP3439                          STATION RECOVERY (2008)
 PP3439
 PP3439'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 PP3439'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3438 ***********************************************************************
 PP3438  DESIGNATION -  2514 AQ
 PP3438  PID         -  PP3438
 PP3438  STATE/COUNTY-  MN/GOODHUE
 PP3438  COUNTRY     -  US
 PP3438  USGS QUAD   -  MIESVILLE (1974)
 PP3438
 PP3438                         *CURRENT SURVEY CONTROL
 PP3438  ______________________________________________________________________
 PP3438* NAD 83(1986) POSITION- 44 35 59.38   (N) 092 45 07.54   (W)   HD_HELD1  
 PP3438* NAVD 88 ORTHO HEIGHT -   310.655  (meters)    1019.21  (feet) ADJUSTED  
 PP3438  ______________________________________________________________________
 PP3438  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 PP3438  DYNAMIC HEIGHT  -        310.610 (meters)     1019.06  (feet) COMP
 PP3438  MODELED GRAVITY -    980,463.1   (mgal)                       NAVD 88
 PP3438
 PP3438  VERT ORDER      -  SECOND    CLASS I
 PP3438
 PP3438.The horizontal coordinates were established by differentially corrected
 PP3438.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3438.
 PP3438.The orthometric height was determined by differential leveling and
 PP3438.adjusted in June 1995.
 PP3438
 PP3438.Photographs are available for this station.
 PP3438
 PP3438.The dynamic height is computed by dividing the NAVD 88
 PP3438.geopotential number by the normal gravity value computed on the
 PP3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3438.degrees latitude (g = 980.6199 gals.).
 PP3438
 PP3438.The modeled gravity was interpolated from observed gravity values.
 PP3438
 PP3438;                    North         East    Units  Estimated Accuracy
 PP3438;SPC MN S     -   278,515.4     899,064.5     MT  (+/- 3 meters HH1 GPS) 
 PP3438
 PP3438                          SUPERSEDED SURVEY CONTROL
 PP3438
 PP3438.No superseded survey control is available for this station.
 PP3438
 PP3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1967438527(NAD 83)
 PP3438
 PP3438_MARKER: DV = VERTICAL CONTROL DISK
 PP3438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3438_SP_SET: ALUMINUM ALLOY ROD
 PP3438_STAMPING: 2514 AQ 1988
 PP3438_MARK LOGO: MNDT  
 PP3438_PROJECTION: RECESSED 15 CENTIMETERS
 PP3438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3438+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2008
 PP3438
 PP3438  HISTORY     - Date     Condition        Report By
 PP3438  HISTORY     - 1988     MONUMENTED       MNDT
 PP3438  HISTORY     - 20080918 GOOD             MNDT
 PP3438
 PP3438                          STATION DESCRIPTION
 PP3438
 PP3438'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3438'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF THE CITY OF
 PP3438'MIESVILLE, 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3438'JUNCTION WITH TRUNK HIGHWAY 316, NEAR THE JUNCTION OF A GRAVEL ROAD
 PP3438'SOUTH AND IN THE NW 1/4 OF SECTION 16, T113N, R16W.  THE MARK IS
 PP3438'ABOUT 300 FT (91.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 61 AT
 PP3438'MILEPOINT 103.5, 23.0 FT (7.0 M) EAST OF AND ABOUT 1 FT (0.3 M) LOWER
 PP3438'THAN THE CENTER OF THE GRAVEL ROAD, 2.7 FT (0.8 M) NORTH OF A POWER
 PP3438'POLE AND 0.8 FT (0.2 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PP3438'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3438'STAMPED---2514 AQ 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3438'DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3438'AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 PP3438
 PP3438                          STATION RECOVERY (2008)
 PP3438
 PP3438'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 PP3438'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3437 ***********************************************************************
 PP3437  DESIGNATION -  2514 AR
 PP3437  PID         -  PP3437
 PP3437  STATE/COUNTY-  MN/GOODHUE
 PP3437  COUNTRY     -  US
 PP3437  USGS QUAD   -  MIESVILLE (1974)
 PP3437
 PP3437                         *CURRENT SURVEY CONTROL
 PP3437  ______________________________________________________________________
 PP3437* NAD 83(1986) POSITION- 44 36 02.     (N) 092 46 09.     (W)   SCALED    
 PP3437* NAVD 88 ORTHO HEIGHT -   310.788  (meters)    1019.64  (feet) ADJUSTED  
 PP3437  ______________________________________________________________________
 PP3437  GEOID HEIGHT    -        -29.71  (meters)                     GEOID09
 PP3437  DYNAMIC HEIGHT  -        310.741 (meters)     1019.49  (feet) COMP
 PP3437  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 PP3437
 PP3437  VERT ORDER      -  SECOND    CLASS I
 PP3437
 PP3437.The horizontal coordinates were scaled from a topographic map and have
 PP3437.an estimated accuracy of +/- 6 seconds.
 PP3437.
 PP3437.The orthometric height was determined by differential leveling and
 PP3437.adjusted in June 1995.
 PP3437
 PP3437.The dynamic height is computed by dividing the NAVD 88
 PP3437.geopotential number by the normal gravity value computed on the
 PP3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3437.degrees latitude (g = 980.6199 gals.).
 PP3437
 PP3437.The modeled gravity was interpolated from observed gravity values.
 PP3437
 PP3437;                    North         East    Units  Estimated Accuracy
 PP3437;SPC MN S     -   278,580.      897,710.      MT  (+/- 180 meters Scaled)
 PP3437
 PP3437                          SUPERSEDED SURVEY CONTROL
 PP3437
 PP3437.No superseded survey control is available for this station.
 PP3437
 PP3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK183386(NAD 83)
 PP3437
 PP3437_MARKER: DV = VERTICAL CONTROL DISK
 PP3437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3437_SP_SET: ALUMINUM ALLOY ROD
 PP3437_STAMPING: 2514 AR 1988
 PP3437_MARK LOGO: MNDT  
 PP3437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3437
 PP3437  HISTORY     - Date     Condition        Report By
 PP3437  HISTORY     - 1988     MONUMENTED       MNDT
 PP3437  HISTORY     - 20080918 MARK NOT FOUND   MNDT
 PP3437
 PP3437                          STATION DESCRIPTION
 PP3437
 PP3437'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3437'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) EAST OF THE CITY OF
 PP3437'MIESVILLE, 0.15 MI (0.24 KM) EAST ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3437'JUNCTION WITH TRUNK HIGHWAY 316 AND IN THE NW 1/4 OF SECTION 17,
 PP3437'T113N, R16W.  THE MARK IS 50.0 FT (15.2 M) SOUTH OF AND ABOUT LEVEL
 PP3437'WITH THE CENTERLINE OF HIGHWAY 61 AT MILEPOINT 104.35, 31.0 FT
 PP3437'(9.4 M) EAST OF THE CENTER OF AN ENTRANCE, 2.3 FT (0.7 M) WEST OF A
 PP3437'POWER POLE WITH A TRANSFORMER, 17.0 FT (5.2 M) EAST OF A 14 INCH OAK
 PP3437'TREE, 35.2 FT (10.7 M) SOUTHWEST OF THE SOUTH LEG OF SIGN AND 1.0 FT
 PP3437'(0.3 M) NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PP3437'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PP3437'STAMPED---2514 AR 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 PP3437'DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO SPECIFICATIONS
 PP3437'AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3437
 PP3437                          STATION RECOVERY (2008)
 PP3437
 PP3437'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 PP3437'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3436 ***********************************************************************
 PP3436  DESIGNATION -  2514 AS
 PP3436  PID         -  PP3436
 PP3436  STATE/COUNTY-  MN/GOODHUE
 PP3436  COUNTRY     -  US
 PP3436  USGS QUAD   -  MIESVILLE (1974)
 PP3436
 PP3436                         *CURRENT SURVEY CONTROL
 PP3436  ______________________________________________________________________
 PP3436* NAD 83(1986) POSITION- 44 36 02.     (N) 092 47 05.     (W)   SCALED    
 PP3436* NAVD 88 ORTHO HEIGHT -   306.561  (meters)    1005.78  (feet) ADJUSTED  
 PP3436  ______________________________________________________________________
 PP3436  GEOID HEIGHT    -        -29.66  (meters)                     GEOID09
 PP3436  DYNAMIC HEIGHT  -        306.514 (meters)     1005.62  (feet) COMP
 PP3436  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 PP3436
 PP3436  VERT ORDER      -  SECOND    CLASS I
 PP3436
 PP3436.The horizontal coordinates were scaled from a topographic map and have
 PP3436.an estimated accuracy of +/- 6 seconds.
 PP3436.
 PP3436.The orthometric height was determined by differential leveling and
 PP3436.adjusted in June 1995.
 PP3436
 PP3436.The dynamic height is computed by dividing the NAVD 88
 PP3436.geopotential number by the normal gravity value computed on the
 PP3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3436.degrees latitude (g = 980.6199 gals.).
 PP3436
 PP3436.The modeled gravity was interpolated from observed gravity values.
 PP3436
 PP3436;                    North         East    Units  Estimated Accuracy
 PP3436;SPC MN S     -   278,560.      896,470.      MT  (+/- 180 meters Scaled)
 PP3436
 PP3436                          SUPERSEDED SURVEY CONTROL
 PP3436
 PP3436.No superseded survey control is available for this station.
 PP3436
 PP3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK170386(NAD 83)
 PP3436
 PP3436_MARKER: DV = VERTICAL CONTROL DISK
 PP3436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PP3436_SP_SET: ALUMINUM ALLOY ROD
 PP3436_STAMPING: 2514 AS 1988
 PP3436_MARK LOGO: MNDT  
 PP3436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3436
 PP3436  HISTORY     - Date     Condition        Report By
 PP3436  HISTORY     - 1988     MONUMENTED       MNDT
 PP3436  HISTORY     - 20080918 MARK NOT FOUND   MNDT
 PP3436
 PP3436                          STATION DESCRIPTION
 PP3436
 PP3436'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3436'THE MARK IS ABOUT 1 MI (1.6 KM) EAST OF THE CITY OF MIESVILLE, 0.6 MI
 PP3436'(1.0 KM) WEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK
 PP3436'HIGHWAY 316 AND IN THE NW 1/4 OF SECTION 18, T113N, R16W.  THE MARK
 PP3436'IS 44.7 FT (13.6 M) SOUTH OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE
 PP3436'CENTERLINE OF HIGHWAY 61 AT MILEPOINT 104.9, 10.5 FT (3.2 M) WEST OF
 PP3436'A FIELD ENTRANCE, 13.7 FT (4.2 M) EAST OF A POWER POLE, 3.3 FT
 PP3436'(1.0 M) NORTH-NORTHWEST OF A CORNER FENCE POST AND 1.2 FT (0.4 M)
 PP3436'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC
 PP3436'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2514 AS 1988---, IS
 PP3436'FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM
 PP3436'ALLOY ROD DRIVEN TO SPECIFICATIONS AND IS FLUSH WITH THE SURFACE OF
 PP3436'THE GROUND.
 PP3436
 PP3436                          STATION RECOVERY (2008)
 PP3436
 PP3436'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MA)
 PP3436'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6870 ***********************************************************************
 DK6870  DESIGNATION -  2514 AT
 DK6870  PID         -  DK6870
 DK6870  STATE/COUNTY-  MN/GOODHUE
 DK6870  COUNTRY     -  US
 DK6870  USGS QUAD   -  WELCH (1991)
 DK6870
 DK6870                         *CURRENT SURVEY CONTROL
 DK6870  ______________________________________________________________________
 DK6870* NAD 83(1986) POSITION- 44 34 27.06   (N) 092 38 55.49   (W)   HD_HELD1  
 DK6870* NAVD 88 ORTHO HEIGHT -   223.074  (meters)     731.87  (feet) ADJUSTED  
 DK6870  ______________________________________________________________________
 DK6870  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 DK6870  DYNAMIC HEIGHT  -        223.042 (meters)      731.76  (feet) COMP
 DK6870  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 DK6870
 DK6870  VERT ORDER      -  SECOND    CLASS I
 DK6870
 DK6870.The horizontal coordinates were established by differentially corrected
 DK6870.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6870.
 DK6870.The orthometric height was determined by differential leveling and
 DK6870.adjusted in December 2008.
 DK6870
 DK6870.Photographs are available for this station.
 DK6870
 DK6870.The dynamic height is computed by dividing the NAVD 88
 DK6870.geopotential number by the normal gravity value computed on the
 DK6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6870.degrees latitude (g = 980.6199 gals.).
 DK6870
 DK6870.The modeled gravity was interpolated from observed gravity values.
 DK6870
 DK6870;                    North         East    Units  Estimated Accuracy
 DK6870;SPC MN S     -   275,796.8     907,315.0     MT  (+/- 3 meters HH1 GPS) 
 DK6870
 DK6870                          SUPERSEDED SURVEY CONTROL
 DK6870
 DK6870.No superseded survey control is available for this station.
 DK6870
 DK6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2788835709(NAD 83)
 DK6870
 DK6870_MARKER: DV = VERTICAL CONTROL DISK
 DK6870_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6870_SP_SET: BRIDGE RAILING
 DK6870_STAMPING: 2514 AT 1994
 DK6870_MARK LOGO: MNDT  
 DK6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6870+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6870
 DK6870  HISTORY     - Date     Condition        Report By
 DK6870  HISTORY     - 1994     MONUMENTED       MNDT
 DK6870  HISTORY     - 20051122 GOOD             MNDT
 DK6870  HISTORY     - 20080923 GOOD             MNDT
 DK6870
 DK6870                          STATION DESCRIPTION
 DK6870
 DK6870'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6870'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DK6870'MIESVILLE, 5.7 MI (9.2 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST
 DK6870'OF WELCH.
 DK6870' 
 DK6870'TO REACH GO TO TRUNK HIGHWAY 61 MILE POINT 97.25 0.71 MI (1.1 KM)
 DK6870'NORTH OF THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 AT RED
 DK6870'WING, NEAR SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 25023
 DK6870'SPANNING CANNON RIVER.
 DK6870' 
 DK6870'THE MARK IS LOCATED 19.1 FT (5.8 M) EAST-NORTHEAST OF SOUTH BOUND LANE
 DK6870'OF TRUNK HIGHWAY 61, IN THE TOP OF A CONCRETE BRIDGE RAILING SOUTHEAST
 DK6870'OF THE CORNER OF THE BRIDGE.
 DK6870
 DK6870                          STATION RECOVERY (2008)
 DK6870
 DK6870'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6870'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6729 ***********************************************************************
 DK6729  DESIGNATION -  2514 AU
 DK6729  PID         -  DK6729
 DK6729  STATE/COUNTY-  MN/GOODHUE
 DK6729  COUNTRY     -  US
 DK6729  USGS QUAD   -  WELCH (1991)
 DK6729
 DK6729                         *CURRENT SURVEY CONTROL
 DK6729  ______________________________________________________________________
 DK6729* NAD 83(1986) POSITION- 44 34 29.52   (N) 092 38 57.23   (W)   HD_HELD1  
 DK6729* NAVD 88 ORTHO HEIGHT -   219.232  (meters)     719.26  (feet) ADJUSTED  
 DK6729  ______________________________________________________________________
 DK6729  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 DK6729  DYNAMIC HEIGHT  -        219.201 (meters)      719.16  (feet) COMP
 DK6729  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DK6729
 DK6729  VERT ORDER      -  SECOND    CLASS I
 DK6729
 DK6729.The horizontal coordinates were established by differentially corrected
 DK6729.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6729.
 DK6729.The orthometric height was determined by differential leveling and
 DK6729.adjusted in December 2008.
 DK6729
 DK6729.Photographs are available for this station.
 DK6729
 DK6729.The dynamic height is computed by dividing the NAVD 88
 DK6729.geopotential number by the normal gravity value computed on the
 DK6729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6729.degrees latitude (g = 980.6199 gals.).
 DK6729
 DK6729.The modeled gravity was interpolated from observed gravity values.
 DK6729
 DK6729;                    North         East    Units  Estimated Accuracy
 DK6729;SPC MN S     -   275,872.1     907,275.4     MT  (+/- 3 meters HH1 GPS) 
 DK6729
 DK6729                          SUPERSEDED SURVEY CONTROL
 DK6729
 DK6729.No superseded survey control is available for this station.
 DK6729
 DK6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2784935785(NAD 83)
 DK6729
 DK6729_MARKER: DV = VERTICAL CONTROL DISK
 DK6729_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6729_SP_SET: BRIDGE RAILING
 DK6729_STAMPING: 2514 AU 1994
 DK6729_MARK LOGO: MNDT  
 DK6729_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6729+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6729
 DK6729  HISTORY     - Date     Condition        Report By
 DK6729  HISTORY     - 1994     MONUMENTED       MNDT
 DK6729  HISTORY     - 20051122 GOOD             MNDT
 DK6729  HISTORY     - 20080923 GOOD             MNDT
 DK6729
 DK6729                          STATION DESCRIPTION
 DK6729
 DK6729'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6729'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DK6729'MIESVILLE, 5.8 MI (9.3 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST
 DK6729'OF WELCH.
 DK6729' 
 DK6729'TO REACH GO 0.76 MI (1.2 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 61
 DK6729'AND TRUNK HIGHWAY 19 AT RED WING.
 DK6729' 
 DK6729'THE MARK IS IN THE NORTHEAST CORNER OF BRIDGE NUMBER 25023 SPANNING
 DK6729'CANNON RIVER, AT TRUNK HIGHWAY 61 MILE POINT 97.30, 19.1 FT (5.8 M)
 DK6729'EAST OF THE SOUTH BOUND LANE OF TRUNK HIGHWAY 61, IN THE TOP OF THE
 DK6729'EAST BRIDGE RAILING.
 DK6729
 DK6729                          STATION RECOVERY (2008)
 DK6729
 DK6729'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6729'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6732 ***********************************************************************
 DK6732  DESIGNATION -  2514 AV
 DK6732  PID         -  DK6732
 DK6732  STATE/COUNTY-  MN/GOODHUE
 DK6732  COUNTRY     -  US
 DK6732  USGS QUAD   -  WELCH (1991)
 DK6732
 DK6732                         *CURRENT SURVEY CONTROL
 DK6732  ______________________________________________________________________
 DK6732* NAD 83(1986) POSITION- 44 34 48.87   (N) 092 39 13.27   (W)   HD_HELD1  
 DK6732* NAVD 88 ORTHO HEIGHT -   215.092  (meters)     705.68  (feet) ADJUSTED  
 DK6732  ______________________________________________________________________
 DK6732  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DK6732  DYNAMIC HEIGHT  -        215.061 (meters)      705.58  (feet) COMP
 DK6732  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 DK6732
 DK6732  VERT ORDER      -  SECOND    CLASS I
 DK6732
 DK6732.The horizontal coordinates were established by differentially corrected
 DK6732.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6732.
 DK6732.The orthometric height was determined by differential leveling and
 DK6732.adjusted in December 2008.
 DK6732
 DK6732.Photographs are available for this station.
 DK6732
 DK6732.The dynamic height is computed by dividing the NAVD 88
 DK6732.geopotential number by the normal gravity value computed on the
 DK6732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6732.degrees latitude (g = 980.6199 gals.).
 DK6732
 DK6732.The modeled gravity was interpolated from observed gravity values.
 DK6732
 DK6732;                    North         East    Units  Estimated Accuracy
 DK6732;SPC MN S     -   276,463.4     906,911.7     MT  (+/- 3 meters HH1 GPS) 
 DK6732
 DK6732                          SUPERSEDED SURVEY CONTROL
 DK6732
 DK6732.No superseded survey control is available for this station.
 DK6732
 DK6732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2749336380(NAD 83)
 DK6732
 DK6732_MARKER: DV = VERTICAL CONTROL DISK
 DK6732_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6732_SP_SET: BRIDGE RAILING
 DK6732_STAMPING: 2514 AV 1994
 DK6732_MARK LOGO: MNDT  
 DK6732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6732+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6732
 DK6732  HISTORY     - Date     Condition        Report By
 DK6732  HISTORY     - 1993     MONUMENTED       MNDT
 DK6732  HISTORY     - 20051122 GOOD             MNDT
 DK6732  HISTORY     - 20080923 GOOD             MNDT
 DK6732
 DK6732                          STATION DESCRIPTION
 DK6732
 DK6732'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6732'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF MIESVILLE, 6.0 MI
 DK6732'(9.7 KM) WEST-NORTHWEST OF RED WING AND 4.3 MI (6.9 KM) EAST OF WELCH,
 DK6732'1.19 MI (1.9 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DK6732'TRUNK HIGHWAY 19 AT RED WING.
 DK6732' 
 DK6732'THE MARK IS NEAR TRUNK HIGHWAY 61 MILE POINT 97.75, 19.1 FT (5.8 M)
 DK6732'EAST OF SOUTH BOUND TRUNK HIGHWAY 61, IN THE TOP OF EAST RAIL,
 DK6732'SOUTHEAST CORNER OF THE BRIDGE SPANNING THE CANNON RIVER.
 DK6732
 DK6732                          STATION RECOVERY (2008)
 DK6732
 DK6732'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6732'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6733 ***********************************************************************
 DK6733  DESIGNATION -  2514 AW
 DK6733  PID         -  DK6733
 DK6733  STATE/COUNTY-  MN/GOODHUE
 DK6733  COUNTRY     -  US
 DK6733  USGS QUAD   -  WELCH (1991)
 DK6733
 DK6733                         *CURRENT SURVEY CONTROL
 DK6733  ______________________________________________________________________
 DK6733* NAD 83(1986) POSITION- 44 34 52.37   (N) 092 39 16.25   (W)   HD_HELD1  
 DK6733* NAVD 88 ORTHO HEIGHT -   215.727  (meters)     707.76  (feet) ADJUSTED  
 DK6733  ______________________________________________________________________
 DK6733  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DK6733  DYNAMIC HEIGHT  -        215.696 (meters)      707.66  (feet) COMP
 DK6733  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 DK6733
 DK6733  VERT ORDER      -  SECOND    CLASS I
 DK6733
 DK6733.The horizontal coordinates were established by differentially corrected
 DK6733.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6733.
 DK6733.The orthometric height was determined by differential leveling and
 DK6733.adjusted in December 2008.
 DK6733
 DK6733.Photographs are available for this station.
 DK6733
 DK6733.The dynamic height is computed by dividing the NAVD 88
 DK6733.geopotential number by the normal gravity value computed on the
 DK6733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6733.degrees latitude (g = 980.6199 gals.).
 DK6733
 DK6733.The modeled gravity was interpolated from observed gravity values.
 DK6733
 DK6733;                    North         East    Units  Estimated Accuracy
 DK6733;SPC MN S     -   276,570.3     906,844.2     MT  (+/- 3 meters HH1 GPS) 
 DK6733
 DK6733                          SUPERSEDED SURVEY CONTROL
 DK6733
 DK6733.No superseded survey control is available for this station.
 DK6733
 DK6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2742736488(NAD 83)
 DK6733
 DK6733_MARKER: DV = VERTICAL CONTROL DISK
 DK6733_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6733_SP_SET: BRIDGE RAILING
 DK6733_STAMPING: 2514 AW 1994
 DK6733_MARK LOGO: MNDT  
 DK6733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6733+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6733
 DK6733  HISTORY     - Date     Condition        Report By
 DK6733  HISTORY     - 1993     MONUMENTED       MNDT
 DK6733  HISTORY     - 20051122 GOOD             MNDT
 DK6733  HISTORY     - 20080923 GOOD             MNDT
 DK6733
 DK6733                          STATION DESCRIPTION
 DK6733
 DK6733'DESCRIBED BY MN DEPT OF TRANSP 2005 (KNB)
 DK6733'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF MIESVILLE, 6.1 MI
 DK6733'(9.8 KM) WEST-NORTHWEST OF RED WING AND 4.2 MI (6.8 KM) EAST-NORTHEAST
 DK6733'OF WELCH, 1.27 MI (2.0 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY
 DK6733'61 AND TRUNK HIGHWAY 19 AT RED WING.
 DK6733' 
 DK6733'THE MARK IS NEAR TRUNK HIGHWAY 61 MILE POINT 97.85, 19.1 FT (5.8 M)
 DK6733'EAST OF THE SOUTH BOUND LANE OF TRUNK HIGHWAY 61, IN THE TOP OF EAST
 DK6733'BRIDGE RAIL IN THE NORTHEAST CORNER OF THE BRIDGE SPANNING THE CANNON
 DK6733'RIVER.
 DK6733
 DK6733                          STATION RECOVERY (2008)
 DK6733
 DK6733'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6735 ***********************************************************************
 DK6735  DESIGNATION -  2514 AX
 DK6735  PID         -  DK6735
 DK6735  STATE/COUNTY-  MN/GOODHUE
 DK6735  COUNTRY     -  US
 DK6735  USGS QUAD   -  WELCH (1991)
 DK6735
 DK6735                         *CURRENT SURVEY CONTROL
 DK6735  ______________________________________________________________________
 DK6735* NAD 83(1986) POSITION- 44 35 29.87   (N) 092 40 10.50   (W)   HD_HELD1  
 DK6735* NAVD 88 ORTHO HEIGHT -   245.031  (meters)     803.91  (feet) ADJUSTED  
 DK6735  ______________________________________________________________________
 DK6735  GEOID HEIGHT    -        -29.98  (meters)                     GEOID09
 DK6735  DYNAMIC HEIGHT  -        244.997 (meters)      803.79  (feet) COMP
 DK6735  MODELED GRAVITY -    980,473.7   (mgal)                       NAVD 88
 DK6735
 DK6735  VERT ORDER      -  SECOND    CLASS I
 DK6735
 DK6735.The horizontal coordinates were established by differentially corrected
 DK6735.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6735.
 DK6735.The orthometric height was determined by differential leveling and
 DK6735.adjusted in December 2008.
 DK6735
 DK6735.No vertical observational check was made to the station.
 DK6735
 DK6735.Photographs are available for this station.
 DK6735
 DK6735.The dynamic height is computed by dividing the NAVD 88
 DK6735.geopotential number by the normal gravity value computed on the
 DK6735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6735.degrees latitude (g = 980.6199 gals.).
 DK6735
 DK6735.The modeled gravity was interpolated from observed gravity values.
 DK6735
 DK6735;                    North         East    Units  Estimated Accuracy
 DK6735;SPC MN S     -   277,708.0     905,628.8     MT  (+/- 3 meters HH1 GPS) 
 DK6735
 DK6735                          SUPERSEDED SURVEY CONTROL
 DK6735
 DK6735.No superseded survey control is available for this station.
 DK6735
 DK6735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2622637640(NAD 83)
 DK6735
 DK6735_MARKER: DD = SURVEY DISK
 DK6735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6735_STAMPING: 2514 AX 2005
 DK6735_MARK LOGO: MNDT  
 DK6735_PROJECTION: FLUSH
 DK6735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6735+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6735_ROD/PIPE-DEPTH:  7.6 meters
 DK6735
 DK6735  HISTORY     - Date     Condition        Report By
 DK6735  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6735  HISTORY     - 20080923 GOOD             MNDT
 DK6735
 DK6735                          STATION DESCRIPTION
 DK6735
 DK6735'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6735'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF MIESVILLE, 7.0 MI
 DK6735'(11.3 KM) WEST-NORTHWEST OF RED WING AND 3.8 MI (6.1 KM)
 DK6735'EAST-NORTHEAST OF WELCH.
 DK6735' 
 DK6735'TO REACH THE FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 18
 DK6735'GO TO THE TRUNK HIGHWAY 61 MILE POINT 97.9.
 DK6735' 
 DK6735'THE MARK IS FOUND 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF THE SOUTH BOUND
 DK6735'LANE OF TRUNK HIGHWAY 61, 37.7 FT (11.5 M) SOUTH OF A DRIVEWAY, 15.5
 DK6735'FT (4.7 M) EAST OF A BROWN SHED, 0.9 FT (0.3 M) NORTH OF A WITNESS
 DK6735'POST.
 DK6735
 DK6735                          STATION RECOVERY (2008)
 DK6735
 DK6735'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6735'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6734 ***********************************************************************
 DK6734  DESIGNATION -  2514 AY
 DK6734  PID         -  DK6734
 DK6734  STATE/COUNTY-  MN/GOODHUE
 DK6734  COUNTRY     -  US
 DK6734  USGS QUAD   -  WELCH (1991)
 DK6734
 DK6734                         *CURRENT SURVEY CONTROL
 DK6734  ______________________________________________________________________
 DK6734* NAD 83(1986) POSITION- 44 34 52.57   (N) 092 39 15.29   (W)   HD_HELD1  
 DK6734* NAVD 88 ORTHO HEIGHT -   215.660  (meters)     707.54  (feet) ADJUSTED  
 DK6734  ______________________________________________________________________
 DK6734  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DK6734  DYNAMIC HEIGHT  -        215.629 (meters)      707.44  (feet) COMP
 DK6734  MODELED GRAVITY -    980,472.2   (mgal)                       NAVD 88
 DK6734
 DK6734  VERT ORDER      -  SECOND    CLASS I
 DK6734
 DK6734.The horizontal coordinates were established by differentially corrected
 DK6734.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6734.
 DK6734.The orthometric height was determined by differential leveling and
 DK6734.adjusted in December 2008.
 DK6734
 DK6734.Photographs are available for this station.
 DK6734
 DK6734.The dynamic height is computed by dividing the NAVD 88
 DK6734.geopotential number by the normal gravity value computed on the
 DK6734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6734.degrees latitude (g = 980.6199 gals.).
 DK6734
 DK6734.The modeled gravity was interpolated from observed gravity values.
 DK6734
 DK6734;                    North         East    Units  Estimated Accuracy
 DK6734;SPC MN S     -   276,576.8     906,865.3     MT  (+/- 3 meters HH1 GPS) 
 DK6734
 DK6734                          SUPERSEDED SURVEY CONTROL
 DK6734
 DK6734.No superseded survey control is available for this station.
 DK6734
 DK6734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2744836494(NAD 83)
 DK6734
 DK6734_MARKER: DD = SURVEY DISK
 DK6734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6734_SP_SET: BRIDGE RAILING
 DK6734_STAMPING: 2514 AY 2005
 DK6734_MARK LOGO: MNDT  
 DK6734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6734+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6734
 DK6734  HISTORY     - Date     Condition        Report By
 DK6734  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6734  HISTORY     - 20080923 GOOD             MNDT
 DK6734
 DK6734                          STATION DESCRIPTION
 DK6734
 DK6734'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6734'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF MIESVILLE, 6.1 MI
 DK6734'(9.8 KM) WEST-NORTHWEST OF RED WING AND 4.2 MI (6.8 KM) EAST-NORTHEAST
 DK6734'OF WELCH, 2.0 MI (3.2 KM) NORTHWEST OF RED WING, IN THE NORTHEAST
 DK6734'CORNER OF NORTH BOUND LANE OF TRUNK HIGHWAY 61 BRIDGE NUMBER 25018
 DK6734'SPANNING THE CANNON RIVER.
 DK6734' 
 DK6734'TO REACH THE MARK GO 1.25 MI (2.0 KM) NORTH ALONG TRUNK HIGHWAY 61
 DK6734'FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING
 DK6734'TO THE TRUNK HIGHWAY 61 MILE POINT 97.85.
 DK6734' 
 DK6734'THE MARK IS 25.0 FT (7.6 M) EAST OF THE NORTH BOUND LANE OF TRUNK
 DK6734'HIGHWAY 61.
 DK6734
 DK6734                          STATION RECOVERY (2008)
 DK6734
 DK6734'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6734'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6731 ***********************************************************************
 DK6731  DESIGNATION -  2514 AZ
 DK6731  PID         -  DK6731
 DK6731  STATE/COUNTY-  MN/GOODHUE
 DK6731  COUNTRY     -  US
 DK6731  USGS QUAD   -  WELCH (1991)
 DK6731
 DK6731                         *CURRENT SURVEY CONTROL
 DK6731  ______________________________________________________________________
 DK6731* NAD 83(1986) POSITION- 44 34 49.07   (N) 092 39 12.31   (W)   HD_HELD1  
 DK6731* NAVD 88 ORTHO HEIGHT -   215.027  (meters)     705.47  (feet) ADJUSTED  
 DK6731  ______________________________________________________________________
 DK6731  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DK6731  DYNAMIC HEIGHT  -        214.997 (meters)      705.37  (feet) COMP
 DK6731  MODELED GRAVITY -    980,471.9   (mgal)                       NAVD 88
 DK6731
 DK6731  VERT ORDER      -  SECOND    CLASS I
 DK6731
 DK6731.The horizontal coordinates were established by differentially corrected
 DK6731.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6731.
 DK6731.The orthometric height was determined by differential leveling and
 DK6731.adjusted in December 2008.
 DK6731
 DK6731.Photographs are available for this station.
 DK6731
 DK6731.The dynamic height is computed by dividing the NAVD 88
 DK6731.geopotential number by the normal gravity value computed on the
 DK6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6731.degrees latitude (g = 980.6199 gals.).
 DK6731
 DK6731.The modeled gravity was interpolated from observed gravity values.
 DK6731
 DK6731;                    North         East    Units  Estimated Accuracy
 DK6731;SPC MN S     -   276,469.9     906,932.8     MT  (+/- 3 meters HH1 GPS) 
 DK6731
 DK6731                          SUPERSEDED SURVEY CONTROL
 DK6731
 DK6731.No superseded survey control is available for this station.
 DK6731
 DK6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2751436386(NAD 83)
 DK6731
 DK6731_MARKER: DD = SURVEY DISK
 DK6731_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6731_SP_SET: BRIDGE RAILING
 DK6731_STAMPING: 2514 AZ 2005
 DK6731_MARK LOGO: MNDT  
 DK6731_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6731+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6731
 DK6731  HISTORY     - Date     Condition        Report By
 DK6731  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6731  HISTORY     - 20080923 GOOD             MNDT
 DK6731
 DK6731                          STATION DESCRIPTION
 DK6731
 DK6731'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6731'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST OF MIESVILLE, 6.0 MI
 DK6731'(9.7 KM) WEST-NORTHWEST OF RED WING AND 4.3 MI (6.9 KM) EAST OF WELCH,
 DK6731'2.0 MI (3.2 KM) NORTHWEST OF RED WING.
 DK6731' 
 DK6731'TO REACH THE MARK GO 1.2 MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM
 DK6731'THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING TO
 DK6731'THE TRUNK HIGHWAY 61 MILE POINT 97.75.
 DK6731' 
 DK6731'THE MARK IS 25.0 FT (7.6 M) EAST OF THE NORTH BOUND LANE OF TRUNK
 DK6731'HIGHWAY 61, IN THE SOUTHEAST CORNER OF A BRIDGE SPANNING CANNON RIVER.
 DK6731
 DK6731                          STATION RECOVERY (2008)
 DK6731
 DK6731'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6731'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6730 ***********************************************************************
 DK6730  DESIGNATION -  2514 BA
 DK6730  PID         -  DK6730
 DK6730  STATE/COUNTY-  MN/GOODHUE
 DK6730  COUNTRY     -  US
 DK6730  USGS QUAD   -  WELCH (1991)
 DK6730
 DK6730                         *CURRENT SURVEY CONTROL
 DK6730  ______________________________________________________________________
 DK6730* NAD 83(1986) POSITION- 44 34 29.93   (N) 092 38 56.47   (W)   HD_HELD1  
 DK6730* NAVD 88 ORTHO HEIGHT -   219.040  (meters)     718.63  (feet) ADJUSTED  
 DK6730  ______________________________________________________________________
 DK6730  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 DK6730  DYNAMIC HEIGHT  -        219.008 (meters)      718.53  (feet) COMP
 DK6730  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 DK6730
 DK6730  VERT ORDER      -  SECOND    CLASS I
 DK6730
 DK6730.The horizontal coordinates were established by differentially corrected
 DK6730.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6730.
 DK6730.The orthometric height was determined by differential leveling and
 DK6730.adjusted in December 2008.
 DK6730
 DK6730.Photographs are available for this station.
 DK6730
 DK6730.The dynamic height is computed by dividing the NAVD 88
 DK6730.geopotential number by the normal gravity value computed on the
 DK6730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6730.degrees latitude (g = 980.6199 gals.).
 DK6730
 DK6730.The modeled gravity was interpolated from observed gravity values.
 DK6730
 DK6730;                    North         East    Units  Estimated Accuracy
 DK6730;SPC MN S     -   275,885.0     907,291.9     MT  (+/- 3 meters HH1 GPS) 
 DK6730
 DK6730                          SUPERSEDED SURVEY CONTROL
 DK6730
 DK6730.No superseded survey control is available for this station.
 DK6730
 DK6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2786635797(NAD 83)
 DK6730
 DK6730_MARKER: DV = VERTICAL CONTROL DISK
 DK6730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6730_SP_SET: BRIDGE RAILING
 DK6730_STAMPING: 2514 BA 2005
 DK6730_MARK LOGO: MNDT  
 DK6730_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6730+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 DK6730
 DK6730  HISTORY     - Date     Condition        Report By
 DK6730  HISTORY     - 20051122 MONUMENTED       MNDT
 DK6730  HISTORY     - 20080923 GOOD             MNDT
 DK6730
 DK6730                          STATION DESCRIPTION
 DK6730
 DK6730'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6730'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST-SOUTHEAST OF
 DK6730'MIESVILLE, 5.8 MI (9.3 KM) WEST OF RED WING AND 4.4 MI (7.1 KM) EAST
 DK6730'OF WELCH, 1.0 MI (1.6 KM) NORTHWEST OF RED WING.
 DK6730' 
 DK6730'TO REACH GO 0.75 MI (1.2 KM) NORTH ALONG TRUNK HIGHWAY 61 FROM THE
 DK6730'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19 IN RED WING TO TRUNK
 DK6730'HIGHWAY 61 MILE POINT 97.30.
 DK6730' 
 DK6730'THE MARK IS 25.0 FT (7.6 M) EAST OF THE NORTH BOUND LANE OF TRUNK
 DK6730'HIGHWAY 61.
 DK6730
 DK6730                          STATION RECOVERY (2008)
 DK6730
 DK6730'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DK6730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3461 ***********************************************************************
 PP3461  DESIGNATION -  2514 E 1
 PP3461  PID         -  PP3461
 PP3461  STATE/COUNTY-  MN/GOODHUE
 PP3461  COUNTRY     -  US
 PP3461  USGS QUAD   -  RED WING (1994)
 PP3461
 PP3461                         *CURRENT SURVEY CONTROL
 PP3461  ______________________________________________________________________
 PP3461* NAD 83(1986) POSITION- 44 34 05.72   (N) 092 35 17.70   (W)   HD_HELD1  
 PP3461* NAVD 88 ORTHO HEIGHT -   221.159  (meters)     725.59  (feet) ADJUSTED  
 PP3461  ______________________________________________________________________
 PP3461  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 PP3461  DYNAMIC HEIGHT  -        221.127 (meters)      725.48  (feet) COMP
 PP3461  MODELED GRAVITY -    980,467.9   (mgal)                       NAVD 88
 PP3461
 PP3461  VERT ORDER      -  SECOND    CLASS I
 PP3461
 PP3461.The horizontal coordinates were established by differentially corrected
 PP3461.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3461.
 PP3461.The orthometric height was determined by differential leveling and
 PP3461.adjusted in June 1995.
 PP3461
 PP3461.Photographs are available for this station.
 PP3461
 PP3461.The dynamic height is computed by dividing the NAVD 88
 PP3461.geopotential number by the normal gravity value computed on the
 PP3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3461.degrees latitude (g = 980.6199 gals.).
 PP3461
 PP3461.The modeled gravity was interpolated from observed gravity values.
 PP3461
 PP3461;                    North         East    Units  Estimated Accuracy
 PP3461;SPC MN S     -   275,219.4     912,130.5     MT  (+/- 3 meters HH1 GPS) 
 PP3461
 PP3461                          SUPERSEDED SURVEY CONTROL
 PP3461
 PP3461.No superseded survey control is available for this station.
 PP3461
 PP3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3269435073(NAD 83)
 PP3461
 PP3461_MARKER: DB = BENCH MARK DISK
 PP3461_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3461_SP_SET: HEADWALL BOX CULVERT
 PP3461_STAMPING: 2514 E 1 1972
 PP3461_MARK LOGO: MNHD  
 PP3461_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3461+STABILITY: SURFACE MOTION
 PP3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3461+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3461
 PP3461  HISTORY     - Date     Condition        Report By
 PP3461  HISTORY     - 1972     MONUMENTED       MNHD
 PP3461  HISTORY     - 19880808 GOOD             MNDT
 PP3461  HISTORY     - 20030920 GOOD             USPSQD
 PP3461  HISTORY     - 20081104 GOOD             MNDT
 PP3461
 PP3461                          STATION DESCRIPTION
 PP3461
 PP3461'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3461'THE MARK IS LOCATED IN THE CITY OF RED WING, 2.85 MI (4.59 KM) WEST
 PP3461'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3461'HIGHWAY 63 (PLUM STREET), IN THE HEADWALL OF A BOX CULVERT AND IN THE
 PP3461'NW 1/4 OF SECTION 26, T113N, R15W.  THE MARK IS 68.0 FT (20.7 M)
 PP3461'SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY 61 AT
 PP3461'MILEPOINT 93.85, 16.5 FT (5.0 M) SOUTH-SOUTHWEST OF AND ABOUT 0.5 FT
 PP3461'(0.2 M) HIGHER THAN THE CENTER OF A FRONTAGE ROAD AND 36.3 FT
 PP3461'(11.1 M) WEST-NORTHWEST OF A TELEPHONE POLE.  THE MARK, A STANDARD
 PP3461'MNHD BENCH MARK DISK STAMPED---2514 E 1 1972---, IS SET IN THE TOP OF
 PP3461'THE SOUTHWEST HEADWALL OF THE BOX CULVERT.
 PP3461
 PP3461                          STATION RECOVERY (2003)
 PP3461
 PP3461'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3461'CORRECT LAT AND LON TO 44 34 06 N  092 35 18 W BY WAS CAPABLE GPS
 PP3461
 PP3461                          STATION RECOVERY (2008)
 PP3461
 PP3461'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3460 ***********************************************************************
 PP3460  DESIGNATION -  2514 F RESET
 PP3460  PID         -  PP3460
 PP3460  STATE/COUNTY-  MN/GOODHUE
 PP3460  COUNTRY     -  US
 PP3460  USGS QUAD   -  RED WING (1994)
 PP3460
 PP3460                         *CURRENT SURVEY CONTROL
 PP3460  ______________________________________________________________________
 PP3460* NAD 83(1986) POSITION- 44 34 15.10   (N) 092 35 43.92   (W)   HD_HELD1  
 PP3460* NAVD 88 ORTHO HEIGHT -   217.219  (meters)     712.66  (feet) ADJUSTED  
 PP3460  ______________________________________________________________________
 PP3460  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 PP3460  DYNAMIC HEIGHT  -        217.188 (meters)      712.56  (feet) COMP
 PP3460  MODELED GRAVITY -    980,467.7   (mgal)                       NAVD 88
 PP3460
 PP3460  VERT ORDER      -  SECOND    CLASS I
 PP3460
 PP3460.The horizontal coordinates were established by differentially corrected
 PP3460.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3460.
 PP3460.The orthometric height was determined by differential leveling and
 PP3460.adjusted in June 1995.
 PP3460
 PP3460.Photographs are available for this station.
 PP3460
 PP3460.The dynamic height is computed by dividing the NAVD 88
 PP3460.geopotential number by the normal gravity value computed on the
 PP3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3460.degrees latitude (g = 980.6199 gals.).
 PP3460
 PP3460.The modeled gravity was interpolated from observed gravity values.
 PP3460
 PP3460;                    North         East    Units  Estimated Accuracy
 PP3460;SPC MN S     -   275,498.9     911,547.1     MT  (+/- 3 meters HH1 GPS) 
 PP3460
 PP3460                          SUPERSEDED SURVEY CONTROL
 PP3460
 PP3460.No superseded survey control is available for this station.
 PP3460
 PP3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3211535359(NAD 83)
 PP3460
 PP3460_MARKER: DB = BENCH MARK DISK
 PP3460_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3460_SP_SET: BRIDGE ABUTMENT
 PP3460_STAMPING: 2514 F RESET 1982
 PP3460_MARK LOGO: MNDT  
 PP3460_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3460+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3460
 PP3460  HISTORY     - Date     Condition        Report By
 PP3460  HISTORY     - 1982     MONUMENTED       MNDT
 PP3460  HISTORY     - 19880808 GOOD             MNDT
 PP3460  HISTORY     - 20030920 GOOD             USPSQD
 PP3460  HISTORY     - 20081104 GOOD             MNDT
 PP3460
 PP3460                          STATION DESCRIPTION
 PP3460
 PP3460'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3460'THE MARK IS LOCATED IN THE CITY OF RED WING, 3.25 MI (5.23 KM) WEST
 PP3460'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3460'HIGHWAY 63 (PLUM STREET), IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP3460'25013 (SOUTHBOUND HIGHWAY 61 OVER SPRING CREEK) AND IN THE NE 1/4 OF
 PP3460'SECTION 27, T113N, R15W.  THE MARK IS 26.0 FT (7.9 M) SOUTH OF AND
 PP3460'ABOUT 0.7 FT (0.2 M) ABOVE THE CENTERLINE OF THE SOUTHBOUND LANE OF
 PP3460'HIGHWAY 61 AT MILEPOINT 94.35.  THE MARK, A STANDARD MNDT BENCH MARK
 PP3460'DISK STAMPED---2514 F RESET 1982---, IS SET IN THE TOP OF THE
 PP3460'ABUTMENT AT THE SOUTHEAST CORNER OF THE BRIDGE.
 PP3460
 PP3460                          STATION RECOVERY (2003)
 PP3460
 PP3460'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP3460'RECOVERED IN GOOD CONDITION.
 PP3460
 PP3460                          STATION RECOVERY (2008)
 PP3460
 PP3460'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3460'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3450 ***********************************************************************
 PP3450  DESIGNATION -  2514 L 1
 PP3450  PID         -  PP3450
 PP3450  STATE/COUNTY-  MN/GOODHUE
 PP3450  COUNTRY     -  US
 PP3450  USGS QUAD   -  WELCH (1991)
 PP3450
 PP3450                         *CURRENT SURVEY CONTROL
 PP3450  ______________________________________________________________________
 PP3450* NAD 83(1986) POSITION- 44 35 09.     (N) 092 39 27.     (W)   SCALED    
 PP3450* NAVD 88 ORTHO HEIGHT -   221.092  (meters)     725.37  (feet) ADJUSTED  
 PP3450  ______________________________________________________________________
 PP3450  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 PP3450  DYNAMIC HEIGHT  -        221.062 (meters)      725.27  (feet) COMP
 PP3450  MODELED GRAVITY -    980,473.8   (mgal)                       NAVD 88
 PP3450
 PP3450  VERT ORDER      -  SECOND    CLASS I
 PP3450
 PP3450.The horizontal coordinates were scaled from a topographic map and have
 PP3450.an estimated accuracy of +/- 6 seconds.
 PP3450.
 PP3450.The orthometric height was determined by differential leveling and
 PP3450.adjusted in June 1995.
 PP3450
 PP3450.The dynamic height is computed by dividing the NAVD 88
 PP3450.geopotential number by the normal gravity value computed on the
 PP3450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3450.degrees latitude (g = 980.6199 gals.).
 PP3450
 PP3450.The modeled gravity was interpolated from observed gravity values.
 PP3450
 PP3450;                    North         East    Units  Estimated Accuracy
 PP3450;SPC MN S     -   277,080.      906,600.      MT  (+/- 180 meters Scaled)
 PP3450
 PP3450                          SUPERSEDED SURVEY CONTROL
 PP3450
 PP3450.No superseded survey control is available for this station.
 PP3450
 PP3450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK271370(NAD 83)
 PP3450
 PP3450_MARKER: DB = BENCH MARK DISK
 PP3450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP3450_SP_SET: BOX CULVERT HEADWALL
 PP3450_STAMPING: 2514 L 1 1972
 PP3450_MARK LOGO: MNHD  
 PP3450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3450+STABILITY: SURFACE MOTION
 PP3450
 PP3450  HISTORY     - Date     Condition        Report By
 PP3450  HISTORY     - 1972     MONUMENTED       MNHD
 PP3450  HISTORY     - 19880808 GOOD             MNDT
 PP3450
 PP3450                          STATION DESCRIPTION
 PP3450
 PP3450'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3450'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 1.6
 PP3450'MI (2.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3450'TRUNK HIGHWAY 19 IN RED WING TO THE SOUTH JUNCTION WITH COUNTY ROAD
 PP3450'46, THENCE RIGHT ALONG COUNTY ROAD 46 FOR ABOUT 250 FT (76.2 M) TO A
 PP3450'BOX CULVERT AND IN THE SE 1/4 OF SECTION 18, T113N, R15W.  THE MARK
 PP3450'IS 13.0 FT (4.0 M) NORTH OF AND ABOUT 1 FT (0.3 M) LOWER THAN THE
 PP3450'CENTER OF COUNTY ROAD 46, 66.0 FT (20.1 M) EAST OF A PRIVATE ENTRANCE
 PP3450'AND 21.0 FT (6.4 M) WEST OF A FIELD ENTRANCE.  THE MARK, A STANDARD
 PP3450'MNHD BENCH MARK DISK STAMPED---2514 L 1 1972---, IS SET IN THE TOP OF
 PP3450'THE NORTHEAST CORNER OF THE CONCRETE HEADWALL OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3466 ***********************************************************************
 PP3466  DESIGNATION -  2514 L 2
 PP3466  PID         -  PP3466
 PP3466  STATE/COUNTY-  MN/GOODHUE
 PP3466  COUNTRY     -  US
 PP3466  USGS QUAD   -  WELCH (1991)
 PP3466
 PP3466                         *CURRENT SURVEY CONTROL
 PP3466  ______________________________________________________________________
 PP3466* NAD 83(1986) POSITION- 44 35 08.02   (N) 092 39 21.27   (W)   HD_HELD1  
 PP3466* NAVD 88 ORTHO HEIGHT -   220.107  (meters)     722.13  (feet) ADJUSTED  
 PP3466  ______________________________________________________________________
 PP3466  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 PP3466  DYNAMIC HEIGHT  -        220.077 (meters)      722.04  (feet) COMP
 PP3466  MODELED GRAVITY -    980,473.8   (mgal)                       NAVD 88
 PP3466
 PP3466  VERT ORDER      -  SECOND    CLASS I
 PP3466
 PP3466.The horizontal coordinates were established by differentially corrected
 PP3466.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3466.
 PP3466.The orthometric height was determined by differential leveling and
 PP3466.adjusted in June 1995.
 PP3466
 PP3466.Photographs are available for this station.
 PP3466
 PP3466.The dynamic height is computed by dividing the NAVD 88
 PP3466.geopotential number by the normal gravity value computed on the
 PP3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3466.degrees latitude (g = 980.6199 gals.).
 PP3466
 PP3466.The modeled gravity was interpolated from observed gravity values.
 PP3466
 PP3466;                    North         East    Units  Estimated Accuracy
 PP3466;SPC MN S     -   277,051.5     906,725.6     MT  (+/- 3 meters HH1 GPS) 
 PP3466
 PP3466                          SUPERSEDED SURVEY CONTROL
 PP3466
 PP3466.No superseded survey control is available for this station.
 PP3466
 PP3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK2731436970(NAD 83)
 PP3466
 PP3466_MARKER: DB = BENCH MARK DISK
 PP3466_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP3466_SP_SET: HEADWALL BOX CULVERT
 PP3466_STAMPING: 2514 L 2 1972
 PP3466_MARK LOGO: MNHD  
 PP3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3466+STABILITY: SURFACE MOTION
 PP3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3466+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 PP3466
 PP3466  HISTORY     - Date     Condition        Report By
 PP3466  HISTORY     - 1972     MONUMENTED       MNHD
 PP3466  HISTORY     - 19880808 GOOD             MNDT
 PP3466  HISTORY     - 20051122 GOOD             MNDT
 PP3466  HISTORY     - 20080923 GOOD             MNDT
 PP3466
 PP3466                          STATION DESCRIPTION
 PP3466
 PP3466'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3466'THE MARK IS LOCATED IN THE WESTERN PART OF THE CITY OF RED WING, 1.6
 PP3466'MI (2.6 KM) NORTHWEST ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION WITH
 PP3466'TRUNK HIGHWAY 19 IN RED WING TO THE SOUTH JUNCTION WITH COUNTY ROAD
 PP3466'46, THENCE RIGHT ALONG COUNTY ROAD 46 FOR ABOUT 0.1 MI (0.2 KM) TO A
 PP3466'BOX CULVERT AND IN THE SE 1/4 OF SECTION 18, T113N, R15W.  THE MARK
 PP3466'IS 12.0 FT (3.7 M) NORTH OF AND ABOUT 0.5 FT (0.2 M) LOWER THAN THE
 PP3466'CENTER OF COUNTY ROAD 46.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP3466'STAMPED---2514 L 2 1972---, IS SET IN THE TOP OF THE HEADWALL IN THE
 PP3466'NORTHEAST CORNER OF THE BOX CULVERT.
 PP3466
 PP3466                          STATION RECOVERY (2005)
 PP3466
 PP3466'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PP3466'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST OF MIESVILLE, 6.2 MI
 PP3466'(10.0 KM) WEST-NORTHWEST OF RED WING AND 4.2 MI (6.8 KM)
 PP3466'EAST-NORTHEAST OF WELCH IN THE WEST PART OF RED WING.
 PP3466' 
 PP3466'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTHWEST OF THE JUNCTION OF
 PP3466'TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 19, TO THE TRUNK HIGHWAY 61 MILE
 PP3466'POINT 98.15, THENCE FROM THE JUNCTION OF COUNTY ROAD 46 AND TRUNK
 PP3466'HIGHWAY 61, GO 0.1 MI (0.2 KM) EAST ON COUNTY ROAD 46.
 PP3466' 
 PP3466'THE MARK IS FOUND 12 FT (3.7 M) NORTH OF COUNTY ROAD 46 IN THE
 PP3466'SOUTHEAST CORNER OF A BOX CULVERT.
 PP3466
 PP3466                          STATION RECOVERY (2008)
 PP3466
 PP3466'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3444 ***********************************************************************
 PP3444  DESIGNATION -  2514 V
 PP3444  PID         -  PP3444
 PP3444  STATE/COUNTY-  MN/GOODHUE
 PP3444  COUNTRY     -  US
 PP3444  USGS QUAD   -  WELCH (1991)
 PP3444
 PP3444                         *CURRENT SURVEY CONTROL
 PP3444  ______________________________________________________________________
 PP3444* NAD 83(1986) POSITION- 44 36 03.     (N) 092 41 34.     (W)   SCALED    
 PP3444* NAVD 88 ORTHO HEIGHT -   314.562  (meters)    1032.03  (feet) ADJUSTED  
 PP3444  ______________________________________________________________________
 PP3444  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 PP3444  DYNAMIC HEIGHT  -        314.519 (meters)     1031.88  (feet) COMP
 PP3444  MODELED GRAVITY -    980,472.9   (mgal)                       NAVD 88
 PP3444
 PP3444  VERT ORDER      -  SECOND    CLASS I
 PP3444
 PP3444.The horizontal coordinates were scaled from a topographic map and have
 PP3444.an estimated accuracy of +/- 6 seconds.
 PP3444.
 PP3444.The orthometric height was determined by differential leveling and
 PP3444.adjusted in June 1995.
 PP3444
 PP3444.The dynamic height is computed by dividing the NAVD 88
 PP3444.geopotential number by the normal gravity value computed on the
 PP3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3444.degrees latitude (g = 980.6199 gals.).
 PP3444
 PP3444.The modeled gravity was interpolated from observed gravity values.
 PP3444
 PP3444;                    North         East    Units  Estimated Accuracy
 PP3444;SPC MN S     -   278,700.      903,770.      MT  (+/- 180 meters Scaled)
 PP3444
 PP3444                          SUPERSEDED SURVEY CONTROL
 PP3444
 PP3444.No superseded survey control is available for this station.
 PP3444
 PP3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK243386(NAD 83)
 PP3444
 PP3444_MARKER: DB = BENCH MARK DISK
 PP3444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3444_SP_SET: CONCRETE POST
 PP3444_STAMPING: 2514 V 1972
 PP3444_MARK LOGO: MNHD  
 PP3444_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3444+STABILITY: SURFACE MOTION
 PP3444
 PP3444  HISTORY     - Date     Condition        Report By
 PP3444  HISTORY     - 1972     MONUMENTED       MNHD
 PP3444  HISTORY     - 19880808 GOOD             MNDT
 PP3444  HISTORY     - 20080918 MARK NOT FOUND   MNDT
 PP3444
 PP3444                          STATION DESCRIPTION
 PP3444
 PP3444'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3444'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST OF THE CITY OF RED WING,
 PP3444'3.9 MI (6.3 KM) WESTERLY ALONG TRUNK HIGHWAY 61 FROM ITS JUNCTION
 PP3444'WITH TRUNK HIGHWAY 19 IN RED WING, 3.9 MI (6.3 KM) EAST ALONG HIGHWAY
 PP3444'61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 316 EAST OF MIESVILLE AND IN
 PP3444'THE SE 1/4 OF SECTION 11, T113N, R16W.  THE MARK IS 75.5 FT (23.0 M)
 PP3444'NORTH OF AND ABOUT 4 FT (1.2 M) HIGHER THAN THE CENTERLINE OF HIGHWAY
 PP3444'61 AT MILEPOINT 100.4, 10.5 FT (3.2 M) EAST OF AN ENTRANCE, 42.0 FT
 PP3444'(12.8 M) WEST-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 5.0 FT
 PP3444'(1.5 M) SOUTH-SOUTHEAST OF A CORNER FENCE POST AND 1.5 FT (0.5 M)
 PP3444'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK
 PP3444'DISK STAMPED---2514 V 1972---, IS SET IN THE TOP OF A CONCRETE POST
 PP3444'THAT IS 2 INCHES BELOW THE SURFACE OF THE GROUND.
 PP3444
 PP3444                          STATION RECOVERY (2008)
 PP3444
 PP3444'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VNC)
 PP3444'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3443 ***********************************************************************
 PP3443  DESIGNATION -  2514 W
 PP3443  PID         -  PP3443
 PP3443  STATE/COUNTY-  MN/GOODHUE
 PP3443  COUNTRY     -  US
 PP3443  USGS QUAD   -  WELCH (1991)
 PP3443
 PP3443                         *CURRENT SURVEY CONTROL
 PP3443  ______________________________________________________________________
 PP3443* NAD 83(1986) POSITION- 44 36 17.     (N) 092 42 08.     (W)   SCALED    
 PP3443* NAVD 88 ORTHO HEIGHT -   316.356  (meters)    1037.91  (feet) ADJUSTED  
 PP3443  ______________________________________________________________________
 PP3443  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 PP3443  DYNAMIC HEIGHT  -        316.313 (meters)     1037.77  (feet) COMP
 PP3443  MODELED GRAVITY -    980,472.3   (mgal)                       NAVD 88
 PP3443
 PP3443  VERT ORDER      -  SECOND    CLASS I
 PP3443
 PP3443.The horizontal coordinates were scaled from a topographic map and have
 PP3443.an estimated accuracy of +/- 6 seconds.
 PP3443.
 PP3443.The orthometric height was determined by differential leveling and
 PP3443.adjusted in June 1995.
 PP3443
 PP3443.Photographs are available for this station.
 PP3443
 PP3443.The dynamic height is computed by dividing the NAVD 88
 PP3443.geopotential number by the normal gravity value computed on the
 PP3443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3443.degrees latitude (g = 980.6199 gals.).
 PP3443
 PP3443.The modeled gravity was interpolated from observed gravity values.
 PP3443
 PP3443;                    North         East    Units  Estimated Accuracy
 PP3443;SPC MN S     -   279,120.      903,020.      MT  (+/- 180 meters Scaled)
 PP3443
 PP3443                          SUPERSEDED SURVEY CONTROL
 PP3443
 PP3443.No superseded survey control is available for this station.
 PP3443
 PP3443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK236390(NAD 83)
 PP3443
 PP3443_MARKER: DB = BENCH MARK DISK
 PP3443_SETTING: 0 = UNSPECIFIED SETTING
 PP3443_SP_SET: DRIVEN STEEL POST
 PP3443_STAMPING: 2514 W 1972
 PP3443_MARK LOGO: MNHD  
 PP3443_MAGNETIC: I = MARKER IS A STEEL ROD
 PP3443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3443+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 PP3443
 PP3443  HISTORY     - Date     Condition        Report By
 PP3443  HISTORY     - 1972     MONUMENTED       MNHD
 PP3443  HISTORY     - 19880808 GOOD             MNDT
 PP3443  HISTORY     - 20080923 POOR             MNDT
 PP3443
 PP3443                          STATION DESCRIPTION
 PP3443
 PP3443'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3443'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE CITY OF RED
 PP3443'WING, 4.3 MI (6.9 KM) WESTERLY ALONG TRUNK HIGHWAY 61 FROM ITS
 PP3443'JUNCTION WITH TRUNK HIGHWAY 19 IN RED WING AND 3.5 MI (5.6 KM) EAST
 PP3443'ALONG HIGHWAY 61 FROM ITS JUNCTION WITH TRUNK HIGHWAY 316 EAST OF
 PP3443'MIESVILLE TO COUNTY ROAD 18, THENCE NORTH ALONG COUNTY ROAD 18 FOR
 PP3443'0.2 MI (0.3 KM) AND IN THE SOUTHWEST 1/4 OF SECTION 11, T113N, R16W.
 PP3443'THE MARK IS 38.0 FT (11.6 M) WEST OF AND ABOUT 3 FT (0.9 M) LOWER
 PP3443'THAN THE CENTER OF COUNTY ROAD 18, 53.0 FT (16.2 M) NORTH OF THE
 PP3443'EXTENDED CENTER OF A FARM ENTRANCE EAST, 11.0 FT (3.4 M) EAST OF A
 PP3443'POWER POLE AND 0.5 FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE
 PP3443'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2514 W 1972---, IS
 PP3443'BOLTED TO THE TOP OF A STEEL POST DRIVEN 5 FT (1.5 M) INTO THE GROUND
 PP3443'AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PP3443
 PP3443                          STATION RECOVERY (2008)
 PP3443
 PP3443'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 PP3443'RECOVERED AS DESCRIBED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3464 ***********************************************************************
 PP3464  DESIGNATION -  2514 Z
 PP3464  PID         -  PP3464
 PP3464  STATE/COUNTY-  MN/GOODHUE
 PP3464  COUNTRY     -  US
 PP3464  USGS QUAD   -  RED WING (1994)
 PP3464
 PP3464                         *CURRENT SURVEY CONTROL
 PP3464  ______________________________________________________________________
 PP3464* NAD 83(1986) POSITION- 44 33 47.19   (N) 092 33 43.33   (W)   HD_HELD1  
 PP3464* NAVD 88 ORTHO HEIGHT -   224.694  (meters)     737.18  (feet) ADJUSTED  
 PP3464  ______________________________________________________________________
 PP3464  GEOID HEIGHT    -        -30.18  (meters)                     GEOID09
 PP3464  DYNAMIC HEIGHT  -        224.662 (meters)      737.08  (feet) COMP
 PP3464  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 PP3464
 PP3464  VERT ORDER      -  SECOND    CLASS I
 PP3464
 PP3464.The horizontal coordinates were established by differentially corrected
 PP3464.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3464.
 PP3464.The orthometric height was determined by differential leveling and
 PP3464.adjusted in June 1995.
 PP3464
 PP3464.Photographs are available for this station.
 PP3464
 PP3464.The dynamic height is computed by dividing the NAVD 88
 PP3464.geopotential number by the normal gravity value computed on the
 PP3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3464.degrees latitude (g = 980.6199 gals.).
 PP3464
 PP3464.The modeled gravity was interpolated from observed gravity values.
 PP3464
 PP3464;                    North         East    Units  Estimated Accuracy
 PP3464;SPC MN S     -   274,683.9     914,222.5     MT  (+/- 3 meters HH1 GPS) 
 PP3464
 PP3464                          SUPERSEDED SURVEY CONTROL
 PP3464
 PP3464.No superseded survey control is available for this station.
 PP3464
 PP3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3477934512(NAD 83)
 PP3464
 PP3464_MARKER: DV = VERTICAL CONTROL DISK
 PP3464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3464_SP_SET: BRIDGE RAILING
 PP3464_STAMPING: 2514 Z 1988
 PP3464_MARK LOGO: MNDT  
 PP3464_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3464+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2008
 PP3464
 PP3464  HISTORY     - Date     Condition        Report By
 PP3464  HISTORY     - 1988     MONUMENTED       MNDT
 PP3464  HISTORY     - 20081104 GOOD             MNDT
 PP3464
 PP3464                          STATION DESCRIPTION
 PP3464
 PP3464'DESCRIBED BY MN DEPT OF TRANSP 1988
 PP3464'THE MARK IS LOCATED IN THE CITY OF RED WING, 1.5 MI (2.4 KM) WEST
 PP3464'ALONG TRUNK HIGHWAY 61 (MAIN STREET) FROM ITS JUNCTION WITH TRUNK
 PP3464'HIGHWAY 63 (PLUM STREET), IN THE BRIDGE RAILING AT THE SOUTHEAST
 PP3464'CORNER OF BRIDGE NUMBER 6483 (HIGHWAY 61 OVER HAY CREEK AND WITHERS
 PP3464'DRIVE) AND IN THE SW 1/4 OF SECTION 25, T113N, R15W.  THE MARK IS
 PP3464'19.3 FT (5.9 M) SOUTH-SOUTHWEST OF AND ABOUT 3.0 FT (0.9 M) HIGHER
 PP3464'THAN THE CENTERLINE OF SOUTHBOUND HIGHWAY 61 AT MILEPOINT 92.5 AND
 PP3464'1.8 FT (0.5 M) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE
 PP3464'RAILING.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PP3464'MONUMENT DISK STAMPED---2514 Z 1988---, IS SET IN THE TOP OF THE
 PP3464'BRIDGE RAILING.
 PP3464
 PP3464                          STATION RECOVERY (2008)
 PP3464
 PP3464'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 PP3464'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0420 ***********************************************************************
 PP0420  DESIGNATION -  2515 B
 PP0420  PID         -  PP0420
 PP0420  STATE/COUNTY-  MN/GOODHUE
 PP0420  COUNTRY     -  US
 PP0420  USGS QUAD   -  RED WING (1994)
 PP0420
 PP0420                         *CURRENT SURVEY CONTROL
 PP0420  ______________________________________________________________________
 PP0420* NAD 83(1986) POSITION- 44 34 09.07   (N) 092 31 57.10   (W)   HD_HELD1  
 PP0420* NAVD 88 ORTHO HEIGHT -   224.987  (meters)     738.14  (feet) ADJUSTED  
 PP0420  ______________________________________________________________________
 PP0420  GEOID HEIGHT    -        -30.21  (meters)                     GEOID09
 PP0420  DYNAMIC HEIGHT  -        224.956 (meters)      738.04  (feet) COMP
 PP0420  MODELED GRAVITY -    980,474.1   (mgal)                       NAVD 88
 PP0420
 PP0420  VERT ORDER      -  FIRST     CLASS I
 PP0420
 PP0420.The horizontal coordinates were established by differentially corrected
 PP0420.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0420.
 PP0420.The orthometric height was determined by differential leveling and
 PP0420.adjusted in June 1991.
 PP0420
 PP0420.Photographs are available for this station.
 PP0420
 PP0420.The dynamic height is computed by dividing the NAVD 88
 PP0420.geopotential number by the normal gravity value computed on the
 PP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0420.degrees latitude (g = 980.6199 gals.).
 PP0420
 PP0420.The modeled gravity was interpolated from observed gravity values.
 PP0420
 PP0420;                    North         East    Units  Estimated Accuracy
 PP0420;SPC MN S     -   275,400.7     916,554.1     MT  (+/- 3 meters HH1 GPS) 
 PP0420
 PP0420                          SUPERSEDED SURVEY CONTROL
 PP0420
 PP0420  NGVD 29 (??/??/92)  224.950  (m)          738.02   (f) ADJ UNCH    1 1
 PP0420
 PP0420.Superseded values are not recommended for survey control.
 PP0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0420.See file dsdata.txt to determine how the superseded data were derived.
 PP0420
 PP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK3711935200(NAD 83)
 PP0420
 PP0420_MARKER: DB = BENCH MARK DISK
 PP0420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0420_SP_SET: BRIDGE WALKWAY
 PP0420_STAMPING: 2515 B 1961
 PP0420_MARK LOGO: MNHD  
 PP0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0420+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2008
 PP0420
 PP0420  HISTORY     - Date     Condition        Report By
 PP0420  HISTORY     - 1961     MONUMENTED       MNHD
 PP0420  HISTORY     - 1970     GOOD             NGS
 PP0420  HISTORY     - 1984     GOOD             MNDT
 PP0420  HISTORY     - 20030920 GOOD             USPSQD
 PP0420  HISTORY     - 20061025 GOOD             USPSQD
 PP0420  HISTORY     - 20070711 GOOD             WIDT
 PP0420  HISTORY     - 20081118 GOOD             MNDT
 PP0420
 PP0420                          STATION DESCRIPTION
 PP0420
 PP0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 PP0420'0.5 MI N FROM RED WING.
 PP0420'ABOUT 0.2 MILE NORTHEAST ALONG 3RD STREET FROM THE POST OFFICE AT RED
 PP0420'WING, THENCE 0.3 MILE NORTH ALONG U.S. HIGHWAY 63, AT THE SOUTHEAST
 PP0420'END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER, 17 FEET
 PP0420'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 PP0420'SOUTHEAST END OF THE CONCRETE WALKWAY ON THE BRIDGE, 15 1/2 FEET
 PP0420'SOUTHEAST OF THE SOUTHEAST END OF THE NORTHEAST METAL GUARDRAIL ON THE
 PP0420'BRIDGE 4 INCHES NORTHWEST OF A CONCRETE PILLAR, AND ABOUT 1 FOOT ABOVE
 PP0420'THE LEVEL OF THE HIGHWAY.  NOTE-- THIS MARK IS ALSO 0.4 MILE SOUTH
 PP0420'ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE AT HAGER CITY, THENCE
 PP0420'2.15 MILES MILES SOUTH ALONG U.S. HIGHWAY 63.
 PP0420
 PP0420                          STATION RECOVERY (1984)
 PP0420
 PP0420'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PP0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 PP0420'IN THE CITY OF RED WING AT THE TRUNK HIGHWAY 63 BRIDGE CROSSING THE
 PP0420'MISSISSIPPI RIVER, IN THE NORTHEAST 1/4 OF SECTION 30, T113N, R14W,
 PP0420'ABOUT 0.2 MILE NORTHEAST ALONG 3RD STREET FROM THE POST OFFICE AT RED
 PP0420'WING THENCE 0.3 MILE NORTH ALONG HIGHWAY 63, AT THE SOUTHEAST END OF
 PP0420'HIGHWAY BRIDGE (NUMBERED 9040) OVER THE RIVER, 17 FEET NORTHEAST OF
 PP0420'THE CENTERLINE OF THE HIGHWAY, 15.5 FEET SOUTHEAST OF THE SOUTHEAST
 PP0420'END OF THE NORTHEAST METAL GUARDRAIL ON THE BRIDGE, 4 INCHES
 PP0420'NORTHWEST OF A CONCRETE PILLAR, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 PP0420'THE HIGHWAY.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PP0420'STAMPED---2515 B 1961 738.20---, IS SET IN THE TOP OF THE SOUTHEAST
 PP0420'END OF THE CONCRETE WALKWAY OF THE BRIDGE.  THE MARK IS ALSO 0.4 MILE
 PP0420'SOUTH ALONG COUNTY ROADS VV AND K FROM THE POST OFFICE AT HAGER CITY,
 PP0420'THENCE 2.15 MILES SOUTH ALONG TRUNK HIGHWAY 63.
 PP0420
 PP0420                          STATION RECOVERY (2003)
 PP0420
 PP0420'RECOVERY NOTE BY US POWER SQUADRON 2003 (NM)
 PP0420'RECOVERED IN GOOD CONDITION.
 PP0420
 PP0420                          STATION RECOVERY (2006)
 PP0420
 PP0420'RECOVERY NOTE BY US POWER SQUADRON 2006
 PP0420'ADD TO LOCATION  (MISSISSIPPI RIVER ON WISCONSIN CHANNEL
 PP0420
 PP0420                          STATION RECOVERY (2007)
 PP0420
 PP0420'RECOVERY NOTE BY WI DEPT OF TRANSP 2007 (EPS)
 PP0420'RECOVERED AS DESCRIBED.
 PP0420
 PP0420                          STATION RECOVERY (2008)
 PP0420
 PP0420'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0420'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1483 ***********************************************************************
 PP1483  DESIGNATION -  258 4
 PP1483  PID         -  PP1483
 PP1483  STATE/COUNTY-  MN/DAKOTA
 PP1483  COUNTRY     -  US
 PP1483  USGS QUAD   -  INVER GROVE HEIGHTS (1993)
 PP1483
 PP1483                         *CURRENT SURVEY CONTROL
 PP1483  ______________________________________________________________________
 PP1483* NAD 83(1986) POSITION- 44 51 28.     (N) 093 01 12.     (W)   SCALED    
 PP1483* NAVD 88 ORTHO HEIGHT -   217.381  (meters)     713.19  (feet) ADJUSTED  
 PP1483  ______________________________________________________________________
 PP1483  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 PP1483  DYNAMIC HEIGHT  -        217.375 (meters)      713.17  (feet) COMP
 PP1483  MODELED GRAVITY -    980,582.8   (mgal)                       NAVD 88
 PP1483
 PP1483  VERT ORDER      -  SECOND    CLASS 0
 PP1483
 PP1483.The horizontal coordinates were scaled from a topographic map and have
 PP1483.an estimated accuracy of +/- 6 seconds.
 PP1483.
 PP1483.The orthometric height was determined by differential leveling and
 PP1483.adjusted in June 1991.
 PP1483
 PP1483.The dynamic height is computed by dividing the NAVD 88
 PP1483.geopotential number by the normal gravity value computed on the
 PP1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1483.degrees latitude (g = 980.6199 gals.).
 PP1483
 PP1483.The modeled gravity was interpolated from observed gravity values.
 PP1483
 PP1483;                    North         East    Units  Estimated Accuracy
 PP1483;SPC MN S     -   306,890.      877,450.      MT  (+/- 180 meters Scaled)
 PP1483
 PP1483                          SUPERSEDED SURVEY CONTROL
 PP1483
 PP1483  NGVD 29 (??/??/92)  217.344  (m)          713.07   (f) ADJ UNCH    2 0
 PP1483
 PP1483.Superseded values are not recommended for survey control.
 PP1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1483.See file dsdata.txt to determine how the superseded data were derived.
 PP1483
 PP1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK984671(NAD 83)
 PP1483
 PP1483_MARKER: P = PIPE CAP
 PP1483_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PP1483_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PP1483_STAMPING: USCE 258-4 1895
 PP1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1483
 PP1483  HISTORY     - Date     Condition        Report By
 PP1483  HISTORY     - 1895     MONUMENTED       DOD
 PP1483  HISTORY     - 1933     GOOD             CGS
 PP1483  HISTORY     - 1973     MARK NOT FOUND   NGS
 PP1483
 PP1483                          STATION DESCRIPTION
 PP1483
 PP1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 PP1483'IN INVER GROVE.
 PP1483'ALONG CHICAGO GREAT WESTERN RAILROAD 1480 FEET NORTH OF STATION ON
 PP1483'WEST SIDE OF TRACK.  CAP ON IRON PIPE 60 FEET NORTH OF NORTH END OF
 PP1483'FILL NEAR EAST END OF LARGE BILLBOARD, AND 1.5 FEET WEST OF R.O.W.
 PP1483'FENCE AND ABOUT 50 FEET WEST OF TRACK.
 PP1483
 PP1483                          STATION RECOVERY (1973)
 PP1483
 PP1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 PP1483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0283 ***********************************************************************
 TB0283  DESIGNATION -  258 A
 TB0283  PID         -  TB0283
 TB0283  STATE/COUNTY-  MN/KOOCHICHING
 TB0283  COUNTRY     -  US
 TB0283  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0283
 TB0283                         *CURRENT SURVEY CONTROL
 TB0283  ______________________________________________________________________
 TB0283* NAD 83(1986) POSITION- 48 35 34.     (N) 093 24 13.     (W)   SCALED    
 TB0283* NAVD 88 ORTHO HEIGHT -   345.055  (meters)    1132.07  (feet) ADJUSTED  
 TB0283  ______________________________________________________________________
 TB0283  GEOID HEIGHT    -        -30.69  (meters)                     GEOID09
 TB0283  DYNAMIC HEIGHT  -        345.134 (meters)     1132.33  (feet) COMP
 TB0283  MODELED GRAVITY -    980,830.7   (mgal)                       NAVD 88
 TB0283
 TB0283  VERT ORDER      -  FIRST     CLASS II
 TB0283
 TB0283.The horizontal coordinates were scaled from a topographic map and have
 TB0283.an estimated accuracy of +/- 6 seconds.
 TB0283.
 TB0283.The orthometric height was determined by differential leveling and
 TB0283.adjusted in June 1991.
 TB0283
 TB0283.WARNING-Repeat measurements at this control monument indicate possible
 TB0283.vertical movement.
 TB0283
 TB0283.Photographs are available for this station.
 TB0283
 TB0283.The dynamic height is computed by dividing the NAVD 88
 TB0283.geopotential number by the normal gravity value computed on the
 TB0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0283.degrees latitude (g = 980.6199 gals.).
 TB0283
 TB0283.The modeled gravity was interpolated from observed gravity values.
 TB0283
 TB0283;                    North         East    Units  Estimated Accuracy
 TB0283;SPC MN N     -   332,720.      777,600.      MT  (+/- 180 meters Scaled)
 TB0283
 TB0283                          SUPERSEDED SURVEY CONTROL
 TB0283
 TB0283  NGVD 29 (??/??/92)  344.684  (m)         1130.85   (f) ADJ UNCH    1 2
 TB0283
 TB0283.Superseded values are not recommended for survey control.
 TB0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0283.See file dsdata.txt to determine how the superseded data were derived.
 TB0283
 TB0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP702822(NAD 83)
 TB0283
 TB0283_MARKER: DV = VERTICAL CONTROL DISK
 TB0283_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TB0283_SP_SET: ROCK LEDGE
 TB0283_STAMPING: 258 A 1973
 TB0283_MARK LOGO: NGS   
 TB0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0283+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 TB0283
 TB0283  HISTORY     - Date     Condition        Report By
 TB0283  HISTORY     - 1973     MONUMENTED       MNDT
 TB0283  HISTORY     - 1979     GOOD             NGS
 TB0283  HISTORY     - 1980     GOOD             NGS
 TB0283  HISTORY     - 20021002 GOOD             NGS
 TB0283  HISTORY     - 20090428 GOOD             MNDT
 TB0283
 TB0283                          STATION DESCRIPTION
 TB0283
 TB0283'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0283'IN SOUTH INTERNATIONAL FALLS.
 TB0283'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0283'AVENUE) IN INTERNATIONAL FALLS GO SOUTH ON TRUNK HIGHWAY 53 FOR 9
 TB0283'BLOCKS (MILEPOST 163.3) AND MARK ON THE RIGHT.  THE MARK IS 95 FEET
 TB0283'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 62 FEET SOUTH OF 13TH
 TB0283'STREET AND 92.2 FEET SOUTH OF THE SOUTHEAST CORNER OF A ONE STORY
 TB0283'FRAME BUILDING (VOYAGEUR MOTEL).  THE MARK IS SET IN A 35 FOOT BY 75
 TB0283'FOOT LEDGE ROCK AND IS 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 53.
 TB0283'SECTION 34, T 71 N, R 24 W.
 TB0283
 TB0283                          STATION RECOVERY (1979)
 TB0283
 TB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0283'RECOVERED IN GOOD CONDITION.
 TB0283
 TB0283                          STATION RECOVERY (1980)
 TB0283
 TB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0283'RECOVERED IN GOOD CONDITION.
 TB0283
 TB0283                          STATION RECOVERY (2002)
 TB0283
 TB0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TB0283'MARK HAS A NUMBER OF DIVOTS FROM VANDALISM, BUT IS SOLID.
 TB0283
 TB0283                          STATION RECOVERY (2009)
 TB0283
 TB0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DJS)
 TB0283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0294 ***********************************************************************
 TB0294  DESIGNATION -  258 B
 TB0294  PID         -  TB0294
 TB0294  STATE/COUNTY-  MN/KOOCHICHING
 TB0294  COUNTRY     -  US
 TB0294  USGS QUAD   -  RANIER (1986)
 TB0294
 TB0294                         *CURRENT SURVEY CONTROL
 TB0294  ______________________________________________________________________
 TB0294* NAD 83(1996) POSITION- 48 33 20.04905(N) 093 22 28.04315(W)   ADJUSTED  
 TB0294* NAVD 88 ORTHO HEIGHT -   354.789  (meters)    1164.00  (feet) ADJUSTED  
 TB0294  ______________________________________________________________________
 TB0294  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC09
 TB0294  GEOID HEIGHT    -        -30.69  (meters)                     GEOID09
 TB0294  DYNAMIC HEIGHT  -        354.870 (meters)     1164.27  (feet) COMP
 TB0294  MODELED GRAVITY -    980,829.1   (mgal)                       NAVD 88
 TB0294
 TB0294  HORZ ORDER      -  SECOND
 TB0294  VERT ORDER      -  FIRST     CLASS II
 TB0294
 TB0294.The horizontal coordinates were established by classical geodetic methods
 TB0294.and adjusted by the National Geodetic Survey in March 1999.
 TB0294.
 TB0294.The orthometric height was determined by differential leveling and
 TB0294.adjusted in June 1991.
 TB0294
 TB0294.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0294
 TB0294.The dynamic height is computed by dividing the NAVD 88
 TB0294.geopotential number by the normal gravity value computed on the
 TB0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0294.degrees latitude (g = 980.6199 gals.).
 TB0294
 TB0294.The modeled gravity was interpolated from observed gravity values.
 TB0294
 TB0294. The following values were computed from the NAD 83(1996) position.
 TB0294
 TB0294;                    North         East     Units Scale Factor Converg.
 TB0294;SPC MN N     -   328,569.666   779,739.870   MT  0.99998194   -0 12 12.4
 TB0294;SPC MN N     - 1,077,982.31  2,558,196.56   sFT  0.99998194   -0 12 12.4
 TB0294;UTM  15      - 5,378,120.114   472,368.482   MT  0.99960938   -0 16 50.5
 TB0294
 TB0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0294!SPC MN N     -   0.99994921  x   0.99998194  =   0.99993115
 TB0294!UTM  15      -   0.99994921  x   0.99960938  =   0.99955861
 TB0294
 TB0294:                Primary Azimuth Mark                     Grid Az
 TB0294:SPC MN N     -  BRONK                                    328 04 05.7
 TB0294:UTM  15      -  BRONK                                    328 08 43.8
 TB0294
 TB0294|---------------------------------------------------------------------|
 TB0294| PID    Reference Object                     Distance      Geod. Az  |
 TB0294|                                                           dddmmss.s |
 TB0294| TB0896 BRONK                               APPROX. 0.5 KM 3275153.3 |
 TB0294|---------------------------------------------------------------------|
 TB0294
 TB0294                          SUPERSEDED SURVEY CONTROL
 TB0294
 TB0294  NAD 83(1986)-  48 33 20.03770(N)    093 22 28.05757(W) AD(       ) 2
 TB0294  NAD 27      -  48 33 20.26793(N)    093 22 27.51682(W) AD(       ) 2
 TB0294  NGVD 29 (??/??/92)  354.427  (m)         1162.82   (f) ADJ UNCH    1 2
 TB0294
 TB0294.Superseded values are not recommended for survey control.
 TB0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0294.See file dsdata.txt to determine how the superseded data were derived.
 TB0294
 TB0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7236878120(NAD 83)
 TB0294
 TB0294_MARKER: DB = BENCH MARK DISK
 TB0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0294_SP_SET: ROD
 TB0294_STAMPING: 258-B 1973
 TB0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0294
 TB0294  HISTORY     - Date     Condition        Report By
 TB0294  HISTORY     - 1973     MONUMENTED       MNDT
 TB0294  HISTORY     - 1979     GOOD             NGS
 TB0294
 TB0294                          STATION DESCRIPTION
 TB0294
 TB0294'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0294'2.4 MI SE FROM SOUTH INTERNATIONAL FALLS.
 TB0294'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0294'AVENUE) IN INTERNATIONAL FALLS GO SOUTH AND SOUTHEAST ON TRUNK HIGHWAY
 TB0294'53 FOR 3.75 MILES TO COUNTY ROAD 114 AND STATION ON THE LEFT (MILEPOST
 TB0294'160.3).  THE MARK IS 97.7 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 TB0294'53, 48.5 FEET EAST-SOUTHEAST OF EAST LEG OF A SIGN, 18.4 FEET
 TB0294'NORTH-NORTHEAST OF A TELEPHONE POLE, 47.3 FEET EAST OF THE NORTH END
 TB0294'OF A 18 INCH CORRUGATED METAL CULVERT.  THE MARK IS CRIMPED ON A 5/8
 TB0294'INCH BY 64 FEET COPPER COATED STEEL ROD THAT PROJECTS 0.1 FOOT ABOVE
 TB0294'THE GROUND AND IS 4 FEET LOWER THAN TRUNK HIGHWAY 53. NW1/2 SECTION
 TB0294'13, T70N, R24W.
 TB0294
 TB0294                          STATION RECOVERY (1979)
 TB0294
 TB0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0295 ***********************************************************************
 TB0295  DESIGNATION -  258 C
 TB0295  PID         -  TB0295
 TB0295  STATE/COUNTY-  MN/KOOCHICHING
 TB0295  COUNTRY     -  US
 TB0295  USGS QUAD   -  RANIER (1986)
 TB0295
 TB0295                         *CURRENT SURVEY CONTROL
 TB0295  ______________________________________________________________________
 TB0295* NAD 83(1996) POSITION- 48 32 04.98023(N) 093 22 29.78662(W)   ADJUSTED  
 TB0295* NAVD 88 ORTHO HEIGHT -   348.431  (meters)    1143.14  (feet) ADJUSTED  
 TB0295  ______________________________________________________________________
 TB0295  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC09
 TB0295  GEOID HEIGHT    -        -30.67  (meters)                     GEOID09
 TB0295  DYNAMIC HEIGHT  -        348.509 (meters)     1143.40  (feet) COMP
 TB0295  MODELED GRAVITY -    980,826.0   (mgal)                       NAVD 88
 TB0295
 TB0295  HORZ ORDER      -  SECOND
 TB0295  VERT ORDER      -  FIRST     CLASS II
 TB0295
 TB0295.The horizontal coordinates were established by classical geodetic methods
 TB0295.and adjusted by the National Geodetic Survey in March 1999.
 TB0295.
 TB0295.The orthometric height was determined by differential leveling and
 TB0295.adjusted in June 1991.
 TB0295
 TB0295.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0295
 TB0295.The dynamic height is computed by dividing the NAVD 88
 TB0295.geopotential number by the normal gravity value computed on the
 TB0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0295.degrees latitude (g = 980.6199 gals.).
 TB0295
 TB0295.The modeled gravity was interpolated from observed gravity values.
 TB0295
 TB0295. The following values were computed from the NAD 83(1996) position.
 TB0295
 TB0295;                    North         East     Units Scale Factor Converg.
 TB0295;SPC MN N     -   326,251.043   779,695.872   MT  0.99997741   -0 12 13.6
 TB0295;SPC MN N     - 1,070,375.30  2,558,052.21   sFT  0.99997741   -0 12 13.6
 TB0295;UTM  15      - 5,375,802.411   472,321.377   MT  0.99960941   -0 16 51.5
 TB0295
 TB0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0295!SPC MN N     -   0.99995020  x   0.99997741  =   0.99992761
 TB0295!UTM  15      -   0.99995020  x   0.99960941  =   0.99955963
 TB0295
 TB0295:                Primary Azimuth Mark                     Grid Az
 TB0295:SPC MN N     -  258 B                                    001 05 13.5
 TB0295:UTM  15      -  258 B                                    001 09 51.4
 TB0295
 TB0295|---------------------------------------------------------------------|
 TB0295| PID    Reference Object                     Distance      Geod. Az  |
 TB0295|                                                           dddmmss.s |
 TB0295| TB0294 258 B                               APPROX. 2.3 KM 0005259.9 |
 TB0295|---------------------------------------------------------------------|
 TB0295
 TB0295                          SUPERSEDED SURVEY CONTROL
 TB0295
 TB0295  NAD 83(1986)-  48 32 04.96911(N)    093 22 29.80143(W) AD(       ) 2
 TB0295  NAD 27      -  48 32 05.19865(N)    093 22 29.25299(W) AD(       ) 2
 TB0295  NGVD 29 (??/??/92)  348.053  (m)         1141.90   (f) ADJ UNCH    1 2
 TB0295
 TB0295.Superseded values are not recommended for survey control.
 TB0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0295.See file dsdata.txt to determine how the superseded data were derived.
 TB0295
 TB0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7232175802(NAD 83)
 TB0295
 TB0295_MARKER: DB = BENCH MARK DISK
 TB0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0295_SP_SET: ROD
 TB0295_STAMPING: 258-C 1973
 TB0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0295
 TB0295  HISTORY     - Date     Condition        Report By
 TB0295  HISTORY     - 1973     MONUMENTED       MNDT
 TB0295  HISTORY     - 1979     GOOD             NGS
 TB0295
 TB0295                          STATION DESCRIPTION
 TB0295
 TB0295'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0295'3.2 MI S SE FROM SOUTH INTERNATIONAL FALLS.
 TB0295'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0295'AVENUE) IN INTERNATIONAL FALLS GO SOUTH, SOUTHEAST AND SOUTH ON TRUNK
 TB0295'HIGHWAY 53 FOR 5.2 MILES (MILEPOST 158.85) AND MARK ON THE RIGHT. THE
 TB0295'MARK IS 72 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 30.5 FEET
 TB0295'NORTH-NORTHEAST OF A POWER POLE, 275 FEET NORTH OF THE CENTER OF A
 TB0295'DRIVEWAY AND 3.0 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE
 TB0295'MARK IS CRIMPED ON A 5/8 INCH BY 39 FOOT COPPER COATED STEEL ROD WHICH
 TB0295'IS DRIVEN INTO THE GROUND.  THE MARK PROJECTS 0.1 FOOT ABOVE THE
 TB0295'GROUND.  SE 1/4 SECTION  23, T 70 N, R 24W.
 TB0295
 TB0295                          STATION RECOVERY (1979)
 TB0295
 TB0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0300 ***********************************************************************
 TB0300  DESIGNATION -  258 D
 TB0300  PID         -  TB0300
 TB0300  STATE/COUNTY-  MN/KOOCHICHING
 TB0300  COUNTRY     -  US
 TB0300  USGS QUAD   -  RANIER (1986)
 TB0300
 TB0300                         *CURRENT SURVEY CONTROL
 TB0300  ______________________________________________________________________
 TB0300* NAD 83(1996) POSITION- 48 30 21.08233(N) 093 22 28.85847(W)   ADJUSTED  
 TB0300* NAVD 88 ORTHO HEIGHT -   350.451  (meters)    1149.77  (feet) ADJUSTED  
 TB0300  ______________________________________________________________________
 TB0300  LAPLACE CORR    -         -4.86  (seconds)                    DEFLEC09
 TB0300  GEOID HEIGHT    -        -30.63  (meters)                     GEOID09
 TB0300  DYNAMIC HEIGHT  -        350.529 (meters)     1150.03  (feet) COMP
 TB0300  MODELED GRAVITY -    980,821.9   (mgal)                       NAVD 88
 TB0300
 TB0300  HORZ ORDER      -  SECOND
 TB0300  VERT ORDER      -  FIRST     CLASS II
 TB0300
 TB0300.The horizontal coordinates were established by classical geodetic methods
 TB0300.and adjusted by the National Geodetic Survey in March 1999.
 TB0300.
 TB0300.The orthometric height was determined by differential leveling and
 TB0300.adjusted in June 1991.
 TB0300
 TB0300.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0300
 TB0300.The dynamic height is computed by dividing the NAVD 88
 TB0300.geopotential number by the normal gravity value computed on the
 TB0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0300.degrees latitude (g = 980.6199 gals.).
 TB0300
 TB0300.The modeled gravity was interpolated from observed gravity values.
 TB0300
 TB0300. The following values were computed from the NAD 83(1996) position.
 TB0300
 TB0300;                    North         East     Units Scale Factor Converg.
 TB0300;SPC MN N     -   323,041.775   779,703.508   MT  0.99997137   -0 12 13.0
 TB0300;SPC MN N     - 1,059,846.22  2,558,077.26   sFT  0.99997137   -0 12 13.0
 TB0300;UTM  15      - 5,372,594.307   472,324.692   MT  0.99960941   -0 16 50.3
 TB0300
 TB0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0300!SPC MN N     -   0.99994988  x   0.99997137  =   0.99992125
 TB0300!UTM  15      -   0.99994988  x   0.99960941  =   0.99955931
 TB0300
 TB0300                          SUPERSEDED SURVEY CONTROL
 TB0300
 TB0300  NAD 83(1986)-  48 30 21.07292(N)    093 22 28.87479(W) AD(       ) 2
 TB0300  NAD 27      -  48 30 21.30836(N)    093 22 28.31863(W) AD(       ) 2
 TB0300  NGVD 29 (??/??/92)  350.084  (m)         1148.57   (f) ADJ UNCH    1 2
 TB0300
 TB0300.Superseded values are not recommended for survey control.
 TB0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0300.See file dsdata.txt to determine how the superseded data were derived.
 TB0300
 TB0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7232472594(NAD 83)
 TB0300
 TB0300_MARKER: DB = BENCH MARK DISK
 TB0300_SETTING: 0 = UNSPECIFIED SETTING
 TB0300_STAMPING: 258-D 1973
 TB0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0300
 TB0300  HISTORY     - Date     Condition        Report By
 TB0300  HISTORY     - 1973     MONUMENTED       MNDT
 TB0300  HISTORY     - 1979     GOOD             NGS
 TB0300
 TB0300                          STATION DESCRIPTION
 TB0300
 TB0300'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0300'2.3 MI NE FROM ERICSBURG.
 TB0300'FROM THE JUNCTION TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD AVENUE)
 TB0300'IN INTERNATIONAL FALLS GO SOUTH, SOUTHEAST AND SOUTH ON TRUNK HIGHWAY
 TB0300'53 FOR 7.15 MILES (MILEPOST 156.8) TO COUNTY ROAD 97, THENCE SOUTH ON
 TB0300'COUNTY ROAD 97 FOR APPROXIMATELY 450 FEET TO MARK ON THE RIGHT.  THE
 TB0300'MARK IS 245 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 53 ON
 TB0300'CURVE CONVEX TO THE SOUTHWEST, 123 FEET NORTHEAST OF THE NORTHEAST
 TB0300'CORNER OF A ONE STORY YELLOW FRAME HOUSE (FIRE NUMBER 586), 75.5 FEET
 TB0300'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY FRAME BUILDING
 TB0300'(STORE AND SERVICE STATION), 38 FEET WEST OF THE CENTER OF COUNTY ROAD
 TB0300'97, 5.8 FEET NORTH OF A POWER POLE WITH TRANSFORMER AND 2.1 FEET NORTH
 TB0300'OF A STEEL WITNESS POST.  THE MARK IS ON A 5/8 INCH BY 38 FOOT COPPER
 TB0300'COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE GROUND AND 5 FEET BELOW
 TB0300'THE LEVEL OF TRUNK HIGHWAY 53.  SE 1/4 SECTION 35, T 70N, R 24W.
 TB0300
 TB0300                          STATION RECOVERY (1979)
 TB0300
 TB0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0438 ***********************************************************************
 TB0438  DESIGNATION -  258 E
 TB0438  PID         -  TB0438
 TB0438  STATE/COUNTY-  MN/KOOCHICHING
 TB0438  COUNTRY     -  US
 TB0438  USGS QUAD   -  ERICSBURG (1986)
 TB0438
 TB0438                         *CURRENT SURVEY CONTROL
 TB0438  ______________________________________________________________________
 TB0438* NAD 83(1986) POSITION- 48 29 22.     (N) 093 21 08.     (W)   SCALED    
 TB0438* NAVD 88 ORTHO HEIGHT -   346.403  (meters)    1136.49  (feet) ADJUSTED  
 TB0438  ______________________________________________________________________
 TB0438  GEOID HEIGHT    -        -30.64  (meters)                     GEOID09
 TB0438  DYNAMIC HEIGHT  -        346.480 (meters)     1136.74  (feet) COMP
 TB0438  MODELED GRAVITY -    980,823.8   (mgal)                       NAVD 88
 TB0438
 TB0438  VERT ORDER      -  FIRST     CLASS II
 TB0438
 TB0438.The horizontal coordinates were scaled from a topographic map and have
 TB0438.an estimated accuracy of +/- 6 seconds.
 TB0438.
 TB0438.The orthometric height was determined by differential leveling and
 TB0438.adjusted in June 1991.
 TB0438
 TB0438.The dynamic height is computed by dividing the NAVD 88
 TB0438.geopotential number by the normal gravity value computed on the
 TB0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0438.degrees latitude (g = 980.6199 gals.).
 TB0438
 TB0438.The modeled gravity was interpolated from observed gravity values.
 TB0438
 TB0438;                    North         East    Units  Estimated Accuracy
 TB0438;SPC MN N     -   321,210.      781,360.      MT  (+/- 180 meters Scaled)
 TB0438
 TB0438                          SUPERSEDED SURVEY CONTROL
 TB0438
 TB0438  NGVD 29 (??/??/92)  346.039  (m)         1135.30   (f) ADJ UNCH    1 2
 TB0438
 TB0438.Superseded values are not recommended for survey control.
 TB0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0438.See file dsdata.txt to determine how the superseded data were derived.
 TB0438
 TB0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP739707(NAD 83)
 TB0438
 TB0438_MARKER: DB = BENCH MARK DISK
 TB0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0438_SP_SET: ROD
 TB0438_STAMPING: 258-E 1973
 TB0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0438
 TB0438  HISTORY     - Date     Condition        Report By
 TB0438  HISTORY     - 1973     MONUMENTED       MNDT
 TB0438  HISTORY     - 1979     GOOD             NGS
 TB0438
 TB0438                          STATION DESCRIPTION
 TB0438
 TB0438'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0438'1 MI W FROM ERICSBURG.
 TB0438'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD AVENUE
 TB0438') IN INTERNATIONAL FALLS, GO SOUTH, AND SOUTHEAST ON TRUNK HIGHWAY 53
 TB0438'FOR 8.8 MILES (MILEPOST 155.35) MARK ON RIGHT.  THE MARK IS 221 FEET
 TB0438'SOUTH-SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 53 ON LARGE CURVE
 TB0438'CONCAVE TO THE NORTHEAST, 0.05 MILE NORTHWEST OF A ONE STORY YELLOW
 TB0438'FRAME HOUSE, 0.05 MILE EAST OF NORTH-SOUTH FENCE LINE, 17 FEET SOUTH,
 TB0438'EAST-WEST FIELD ROAD, 8.5 FEET NORTHWEST OF A POWER POLE WITH A GUY
 TB0438'WIRE, AND 2.2 FEET NORTH OF A STEEL WITNESS POST. THE MARK IS CRIMPED
 TB0438'TO A 5/8 INCH DIAMETER BY 46 FOOT LONG COPPER COATED STEEL ROD DRIVEN
 TB0438'FLUSH WITH THE GROUND, AND IS ABOUT 6 FEET BELOW THE LEVEL OF TRUNK
 TB0438'HIGHWAY 53.  NW 1/4 SECTION 7, T 69N, R 23W.
 TB0438
 TB0438                          STATION RECOVERY (1979)
 TB0438
 TB0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0302 ***********************************************************************
 TB0302  DESIGNATION -  258 F
 TB0302  PID         -  TB0302
 TB0302  STATE/COUNTY-  MN/KOOCHICHING
 TB0302  COUNTRY     -  US
 TB0302  USGS QUAD   -  ERICSBURG (1986)
 TB0302
 TB0302                         *CURRENT SURVEY CONTROL
 TB0302  ______________________________________________________________________
 TB0302* NAD 83(1996) POSITION- 48 28 59.68386(N) 093 19 15.37332(W)   ADJUSTED  
 TB0302* NAVD 88 ORTHO HEIGHT -   339.438  (meters)    1113.64  (feet) ADJUSTED  
 TB0302  ______________________________________________________________________
 TB0302  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC09
 TB0302  GEOID HEIGHT    -        -30.67  (meters)                     GEOID09
 TB0302  DYNAMIC HEIGHT  -        339.513 (meters)     1113.89  (feet) COMP
 TB0302  MODELED GRAVITY -    980,823.7   (mgal)                       NAVD 88
 TB0302
 TB0302  HORZ ORDER      -  SECOND
 TB0302  VERT ORDER      -  FIRST     CLASS II
 TB0302
 TB0302.The horizontal coordinates were established by classical geodetic methods
 TB0302.and adjusted by the National Geodetic Survey in March 1999.
 TB0302.
 TB0302.The orthometric height was determined by differential leveling and
 TB0302.adjusted in June 1991.
 TB0302
 TB0302.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0302
 TB0302.The dynamic height is computed by dividing the NAVD 88
 TB0302.geopotential number by the normal gravity value computed on the
 TB0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0302.degrees latitude (g = 980.6199 gals.).
 TB0302
 TB0302.The modeled gravity was interpolated from observed gravity values.
 TB0302
 TB0302. The following values were computed from the NAD 83(1996) position.
 TB0302
 TB0302;                    North         East     Units Scale Factor Converg.
 TB0302;SPC MN N     -   320,514.825   783,667.626   MT  0.99996681   -0 09 49.5
 TB0302;SPC MN N     - 1,051,555.72  2,571,082.87   sFT  0.99996681   -0 09 49.5
 TB0302;UTM  15      - 5,370,062.960   476,283.990   MT  0.99960691   -0 14 25.1
 TB0302
 TB0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0302!SPC MN N     -   0.99995161  x   0.99996681  =   0.99991842
 TB0302!UTM  15      -   0.99995161  x   0.99960691  =   0.99955854
 TB0302
 TB0302:                Primary Azimuth Mark                     Grid Az
 TB0302:SPC MN N     -  PI 700                                   316 10 34.1
 TB0302:UTM  15      -  PI 700                                   316 15 09.7
 TB0302
 TB0302|---------------------------------------------------------------------|
 TB0302| PID    Reference Object                     Distance      Geod. Az  |
 TB0302|                                                           dddmmss.s |
 TB0302| TB0936 PI 700                              APPROX. 0.9 KM 3160044.6 |
 TB0302|---------------------------------------------------------------------|
 TB0302
 TB0302                          SUPERSEDED SURVEY CONTROL
 TB0302
 TB0302  NAD 83(1986)-  48 28 59.67467(N)    093 19 15.39109(W) AD(       ) 2
 TB0302  NAD 27      -  48 28 59.92075(N)    093 19 14.84212(W) AD(       ) 2
 TB0302  NGVD 29 (??/??/92)  339.085  (m)         1112.48   (f) ADJ UNCH    1 2
 TB0302
 TB0302.Superseded values are not recommended for survey control.
 TB0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0302.See file dsdata.txt to determine how the superseded data were derived.
 TB0302
 TB0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7628370062(NAD 83)
 TB0302
 TB0302_MARKER: DB = BENCH MARK DISK
 TB0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0302_SP_SET: ROD
 TB0302_STAMPING: 258-F 1973
 TB0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0302
 TB0302  HISTORY     - Date     Condition        Report By
 TB0302  HISTORY     - 1973     MONUMENTED       MNDT
 TB0302  HISTORY     - 1979     GOOD             NGS
 TB0302
 TB0302                          STATION DESCRIPTION
 TB0302
 TB0302'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0302'0.6 MI SE FROM ERICSBURG.
 TB0302'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 IN RAY GO
 TB0302'NORTHWEST ON TRUNK HIGHWAY 53 FOR 7.6 MILES AND MARK ON THE LEFT
 TB0302'(MILEPOST 153.8).  THE MARK IS 74.5 FEET SOUTHWEST OF THE CENTERLINE
 TB0302'OF TRUNK HIGHWAY 53, 48.5 FEET SOUTH OF THE SOUTHEAST END OF A 24-INCH
 TB0302'CORRUGATED METAL PIPE UNDER FIELD ENTRANCE, 3.0 FEET EAST OF A POWER
 TB0302'POLE, 33 FEET SOUTHEAST OF THE EXTENDED CENTER OF THE FIELD ENTRANCE
 TB0302'AND 2.3 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK IS CRIMPED TO A
 TB0302'5/8 INCH DIAMETER BY 64 FOOT LONG COPPER COATED STEEL ROD DRIVEN FLUSH
 TB0302'WITH THE GROUND AND IS ABOUT 3 FEET LOWER THAN TRUNK HIGHWAY 53. NW
 TB0302'1/4 SECTION 8, T 69N, R23W.
 TB0302
 TB0302                          STATION RECOVERY (1979)
 TB0302
 TB0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0309 ***********************************************************************
 TB0309  DESIGNATION -  258 G
 TB0309  PID         -  TB0309
 TB0309  STATE/COUNTY-  MN/KOOCHICHING
 TB0309  COUNTRY     -  US
 TB0309  USGS QUAD   -  ERICSBURG (1986)
 TB0309
 TB0309                         *CURRENT SURVEY CONTROL
 TB0309  ______________________________________________________________________
 TB0309* NAD 83(1996) POSITION- 48 26 44.97534(N) 093 15 46.19975(W)   ADJUSTED  
 TB0309* NAVD 88 ORTHO HEIGHT -   356.657  (meters)    1170.13  (feet) ADJUSTED  
 TB0309  ______________________________________________________________________
 TB0309  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC09
 TB0309  GEOID HEIGHT    -        -30.68  (meters)                     GEOID09
 TB0309  DYNAMIC HEIGHT  -        356.734 (meters)     1170.38  (feet) COMP
 TB0309  MODELED GRAVITY -    980,818.5   (mgal)                       NAVD 88
 TB0309
 TB0309  HORZ ORDER      -  SECOND
 TB0309  VERT ORDER      -  FIRST     CLASS II
 TB0309
 TB0309.The horizontal coordinates were established by classical geodetic methods
 TB0309.and adjusted by the National Geodetic Survey in March 1999.
 TB0309.
 TB0309.The orthometric height was determined by differential leveling and
 TB0309.adjusted in June 1991.
 TB0309
 TB0309.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0309
 TB0309.The dynamic height is computed by dividing the NAVD 88
 TB0309.geopotential number by the normal gravity value computed on the
 TB0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0309.degrees latitude (g = 980.6199 gals.).
 TB0309
 TB0309.The modeled gravity was interpolated from observed gravity values.
 TB0309
 TB0309. The following values were computed from the NAD 83(1996) position.
 TB0309
 TB0309;                    North         East     Units Scale Factor Converg.
 TB0309;SPC MN N     -   316,343.353   787,954.070   MT  0.99995962   -0 07 14.5
 TB0309;SPC MN N     - 1,037,869.82  2,585,145.98   sFT  0.99995962   -0 07 14.5
 TB0309;UTM  15      - 5,365,887.279   480,563.349   MT  0.99960464   -0 11 48.1
 TB0309
 TB0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0309!SPC MN N     -   0.99994891  x   0.99995962  =   0.99990854
 TB0309!UTM  15      -   0.99994891  x   0.99960464  =   0.99955357
 TB0309
 TB0309:                Primary Azimuth Mark                     Grid Az
 TB0309:SPC MN N     -  RAY FIRE TOWER                           136 34 04.0
 TB0309:UTM  15      -  RAY FIRE TOWER                           136 38 37.6
 TB0309
 TB0309|---------------------------------------------------------------------|
 TB0309| PID    Reference Object                     Distance      Geod. Az  |
 TB0309|                                                           dddmmss.s |
 TB0309| TB0914 RAY FIRE TOWER                      APPROX. 2.3 KM 1362649.5 |
 TB0309|---------------------------------------------------------------------|
 TB0309
 TB0309                          SUPERSEDED SURVEY CONTROL
 TB0309
 TB0309  NAD 83(1986)-  48 26 44.96679(N)    093 15 46.21851(W) AD(       ) 2
 TB0309  NAD 27      -  48 26 45.22029(N)    093 15 45.66393(W) AD(       ) 2
 TB0309  NGVD 29 (??/??/92)  356.307  (m)         1168.98   (f) ADJ UNCH    1 2
 TB0309
 TB0309.Superseded values are not recommended for survey control.
 TB0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0309.See file dsdata.txt to determine how the superseded data were derived.
 TB0309
 TB0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8056365887(NAD 83)
 TB0309
 TB0309_MARKER: DB = BENCH MARK DISK
 TB0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0309_SP_SET: ROD
 TB0309_STAMPING: 258-G 1973
 TB0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0309
 TB0309  HISTORY     - Date     Condition        Report By
 TB0309  HISTORY     - 1973     MONUMENTED       MNDT
 TB0309  HISTORY     - 1979     GOOD             NGS
 TB0309  HISTORY     - 20090815 GOOD             GEOCAC
 TB0309
 TB0309                          STATION DESCRIPTION
 TB0309
 TB0309'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0309'3.85 MI NW FROM RAY.
 TB0309'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 IN RAY, GO
 TB0309'NORTHWEST ON TRUNK HIGHWAY 53 FOR 3.85 MILES (MILEPOST 150.05) AND THE
 TB0309'STATION ON THE RIGHT.  THE MARK IS 125 FEET NORTHEAST OF THE
 TB0309'CENTERLINE OF TRUNK HIGHWAY 53, 33.7 FEET NORTHEAST OF THE NORTHEAST
 TB0309'RAIL OF DULUTH, WINNIPEG AND PACIFIC RAILROAD TRACKS, 77.5 FEET
 TB0309'SOUTHEAST OF A TELEPHONE POLE (RAILROAD MILEPOST 152 = TELEPHONE POLE
 TB0309'NUMBER 1) 96.8 FEET NORTHWEST OF TELEPHONE POLE NUMBER 2 AND 2.8
 TB0309'WEST-NORTHWEST OF A STEEL WITNESS POST.  THE MARK IS CRIMPED ON TOP OF
 TB0309'A 5/8 INCH DIAMETER BY 16 FEET IN LENGTH COPPER COATED STEEL ROD
 TB0309'DRIVEN FLUSH WITH THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 53
 TB0309'AND 6 FEET ABOVE THE RAILROAD TRACKS.  SW SECTION 23, T69N, R23W.
 TB0309
 TB0309                          STATION RECOVERY (1979)
 TB0309
 TB0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0309'RECOVERED IN GOOD CONDITION.
 TB0309
 TB0309                          STATION RECOVERY (2009)
 TB0309
 TB0309'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 TB0309'HH2  482645.0 931546.3
 TB0309' 
 TB0309' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0316 ***********************************************************************
 TB0316  DESIGNATION -  258 H
 TB0316  PID         -  TB0316
 TB0316  STATE/COUNTY-  MN/KOOCHICHING
 TB0316  COUNTRY     -  US
 TB0316  USGS QUAD   -  RAY (1986)
 TB0316
 TB0316                         *CURRENT SURVEY CONTROL
 TB0316  ______________________________________________________________________
 TB0316* NAD 83(1996) POSITION- 48 25 03.42884(N) 093 12 54.48150(W)   ADJUSTED  
 TB0316* NAVD 88 ORTHO HEIGHT -   359.327  (meters)    1178.89  (feet) ADJUSTED  
 TB0316  ______________________________________________________________________
 TB0316  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC09
 TB0316  GEOID HEIGHT    -        -30.69  (meters)                     GEOID09
 TB0316  DYNAMIC HEIGHT  -        359.403 (meters)     1179.14  (feet) COMP
 TB0316  MODELED GRAVITY -    980,813.9   (mgal)                       NAVD 88
 TB0316
 TB0316  HORZ ORDER      -  SECOND
 TB0316  VERT ORDER      -  FIRST     CLASS II
 TB0316
 TB0316.The horizontal coordinates were established by classical geodetic methods
 TB0316.and adjusted by the National Geodetic Survey in March 1999.
 TB0316.
 TB0316.The orthometric height was determined by differential leveling and
 TB0316.adjusted in June 1991.
 TB0316
 TB0316.Photographs are available for this station.
 TB0316
 TB0316.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0316
 TB0316.The dynamic height is computed by dividing the NAVD 88
 TB0316.geopotential number by the normal gravity value computed on the
 TB0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0316.degrees latitude (g = 980.6199 gals.).
 TB0316
 TB0316.The modeled gravity was interpolated from observed gravity values.
 TB0316
 TB0316. The following values were computed from the NAD 83(1996) position.
 TB0316
 TB0316;                    North         East     Units Scale Factor Converg.
 TB0316;SPC MN N     -   313,200.524   791,478.066   MT  0.99995448   -0 05 07.2
 TB0316;SPC MN N     - 1,027,558.72  2,596,707.62   sFT  0.99995448   -0 05 07.2
 TB0316;UTM  15      - 5,362,740.904   484,081.941   MT  0.99960311   -0 09 39.3
 TB0316
 TB0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0316!SPC MN N     -   0.99994850  x   0.99995448  =   0.99990298
 TB0316!UTM  15      -   0.99994850  x   0.99960311  =   0.99955163
 TB0316
 TB0316:                Primary Azimuth Mark                     Grid Az
 TB0316:SPC MN N     -  FIRE                                     309 54 06.9
 TB0316:UTM  15      -  FIRE                                     309 58 39.0
 TB0316
 TB0316|---------------------------------------------------------------------|
 TB0316| PID    Reference Object                     Distance      Geod. Az  |
 TB0316|                                                           dddmmss.s |
 TB0316| TB0918 FIRE                                APPROX. 1.3 KM 3094859.7 |
 TB0316|---------------------------------------------------------------------|
 TB0316
 TB0316                          SUPERSEDED SURVEY CONTROL
 TB0316
 TB0316  NAD 83(1986)-  48 25 03.42150(N)    093 12 54.50306(W) AD(       ) 2
 TB0316  NAD 27      -  48 25 03.68116(N)    093 12 53.94197(W) AD(       ) 2
 TB0316  NGVD 29 (??/??/92)  358.983  (m)         1177.76   (f) ADJ UNCH    1 2
 TB0316
 TB0316.Superseded values are not recommended for survey control.
 TB0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0316.See file dsdata.txt to determine how the superseded data were derived.
 TB0316
 TB0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8408162740(NAD 83)
 TB0316
 TB0316_MARKER: DV = VERTICAL CONTROL DISK
 TB0316_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0316_SP_SET: ROD
 TB0316_STAMPING: 258 H 1973
 TB0316_MARK LOGO: NGS   
 TB0316_PROJECTION: RECESSED 5 CENTIMETERS
 TB0316_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0316+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 TB0316_ROD/PIPE-DEPTH:  4.9 meters
 TB0316
 TB0316  HISTORY     - Date     Condition        Report By
 TB0316  HISTORY     - 1973     MONUMENTED       NGS
 TB0316  HISTORY     - 1979     GOOD             NGS
 TB0316  HISTORY     - 1980     GOOD             MNDT
 TB0316  HISTORY     - 20050524 GOOD             MNDT
 TB0316  HISTORY     - 20050615 GOOD             MNDT
 TB0316
 TB0316                          STATION DESCRIPTION
 TB0316
 TB0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 TB0316'0.8 MI NW FROM RAY.
 TB0316'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 217 AT RAY, GO NORTHWEST ON
 TB0316'TRUNK HIGHWAY 53 FOR 0.8 MILE (MILEPOST 147.05) AND MARK ON THE LEFT.
 TB0316'THE MARK IS 71 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 53,
 TB0316'20.4 FEET NORTH OF THE NORTH CORNER OF 2 STORY WOOD GARAGE, 132 FEET
 TB0316'SOUTH-SOUTHWEST OF MILEPOST 147, 6 FEET EAST OF POWER POLE WITH A GUY
 TB0316'WIRE AND 3 FEET SOUTHEAST OF A STEEL WITNESS POST. THE MARK IS CRIMPED
 TB0316'TO A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER COATED STEEL ROD THAT IS
 TB0316'DRIVEN FLUSH WITH THE GROUND.  THE MARK IS ABOUT 3 FEET BELOW THE
 TB0316'LEVEL OF TRUNK HIGHWAY 53.  SW1/4 SECTION 31, T 69N, R 22W.
 TB0316
 TB0316                          STATION RECOVERY (1979)
 TB0316
 TB0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0316'RECOVERED IN GOOD CONDITION.
 TB0316
 TB0316                          STATION RECOVERY (1980)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (OCO)
 TB0316'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1973.  THE
 TB0316'MARK IS 3.2 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST.
 TB0316
 TB0316                          STATION RECOVERY (2005)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0316'0.75 MILES NORTHWEST OF RAY, 0.75 MILES NORTHWEST ON TRUNK HIGHWAY 53
 TB0316'FROM JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217, 132 FEET
 TB0316'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 53 MILEPOST 147, 71.0 FEET SOUTHWEST
 TB0316'OF TRUNK HIGHWAY 53, 54.0 FEET NORTHWEST OF ENTRANCE, 6.0 FEET EAST OF
 TB0316'POWER POLE, 5.6 FEET EAST OF WITNESS POST
 TB0316
 TB0316                          STATION RECOVERY (2005)
 TB0316
 TB0316'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (TMS)
 TB0316'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0154 ***********************************************************************
 TB0154  DESIGNATION -  258 K
 TB0154  PID         -  TB0154
 TB0154  STATE/COUNTY-  MN/ST LOUIS
 TB0154  COUNTRY     -  US
 TB0154  USGS QUAD   -  ASH RIVER SW (1986)
 TB0154
 TB0154                         *CURRENT SURVEY CONTROL
 TB0154  ______________________________________________________________________
 TB0154* NAD 83(1986) POSITION- 48 20 59.     (N) 092 57 45.     (W)   SCALED    
 TB0154* NAVD 88 ORTHO HEIGHT -   387.100  (meters)    1270.01  (feet) ADJUSTED  
 TB0154  ______________________________________________________________________
 TB0154  GEOID HEIGHT    -        -30.94  (meters)                     GEOID09
 TB0154  DYNAMIC HEIGHT  -        387.178 (meters)     1270.27  (feet) COMP
 TB0154  MODELED GRAVITY -    980,799.4   (mgal)                       NAVD 88
 TB0154
 TB0154  VERT ORDER      -  FIRST     CLASS II
 TB0154
 TB0154.The horizontal coordinates were scaled from a topographic map and have
 TB0154.an estimated accuracy of +/- 6 seconds.
 TB0154.
 TB0154.The orthometric height was determined by differential leveling and
 TB0154.adjusted in June 1991.
 TB0154
 TB0154.The dynamic height is computed by dividing the NAVD 88
 TB0154.geopotential number by the normal gravity value computed on the
 TB0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0154.degrees latitude (g = 980.6199 gals.).
 TB0154
 TB0154.The modeled gravity was interpolated from observed gravity values.
 TB0154
 TB0154;                    North         East    Units  Estimated Accuracy
 TB0154;SPC MN N     -   305,650.      810,190.      MT  (+/- 180 meters Scaled)
 TB0154
 TB0154                          SUPERSEDED SURVEY CONTROL
 TB0154
 TB0154  NGVD 29 (??/??/92)  386.735  (m)         1268.81   (f) ADJ UNCH    1 2
 TB0154
 TB0154.Superseded values are not recommended for survey control.
 TB0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0154.See file dsdata.txt to determine how the superseded data were derived.
 TB0154
 TB0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP027551(NAD 83)
 TB0154
 TB0154_MARKER: DD = SURVEY DISK
 TB0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0154_SP_SET: ROD
 TB0154_STAMPING: 258-K 1973
 TB0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0154
 TB0154  HISTORY     - Date     Condition        Report By
 TB0154  HISTORY     - 1973     MONUMENTED       MNDT
 TB0154  HISTORY     - 1979     GOOD             NGS
 TB0154
 TB0154                          STATION DESCRIPTION
 TB0154
 TB0154'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0154'11.8 MI ESE FROM RAY.
 TB0154'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND TRUNK HIGHWAY 217 AT RAY GO
 TB0154'EAST AND SOUTHEAST FOR 10 MILES TO JUNCTION OF COUNTY ROAD 765 (ASH
 TB0154'RIVER TRAIL), THENCE CONTINUE SOUTHEAST AND SOUTH ON TRUNK HIGHWAY 53
 TB0154'FOR 3.15 MILES TO DRIVE TO MICROWAVE TOWER (10.75 MILES
 TB0154'NORTH-NORTHWEST OF ASH LAKE) AND 0.34 MILES NORTH OF WEST JUNCTION OF
 TB0154'COUNTY ROAD 521 (MILEPOST 133.2).  THENCE EAST ON DRIVE FOR 0.05 MILES
 TB0154'AND THE MARK.  THE MARK IS 1.7 FEET EAST OF THE EAST CORNER OF
 TB0154'CHAIN-LINK FENCE AROUND MICROWAVE TOWER, 36 FEET EAST AND ABOUT LEVEL
 TB0154'WITH THE BASE OF 150 FOOT MICROWAVE TOWER, AND 1.4 FEET WEST OF A
 TB0154'STEEL WITNESS POST.  THE MARK IS CRIMPED TO A 5/8 INCH DIAMETER BY 7
 TB0154'FOOT COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.  SW 1/4
 TB0154'SECTION 30, T 68N, R 20W.
 TB0154
 TB0154                          STATION RECOVERY (1979)
 TB0154
 TB0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0180 ***********************************************************************
 TB0180  DESIGNATION -  258 L
 TB0180  PID         -  TB0180
 TB0180  STATE/COUNTY-  MN/ST LOUIS
 TB0180  COUNTRY     -  US
 TB0180  USGS QUAD   -  ASH RIVER SW (1986)
 TB0180
 TB0180                         *CURRENT SURVEY CONTROL
 TB0180  ______________________________________________________________________
 TB0180* NAD 83(1986) POSITION- 48 16 32.     (N) 092 56 55.     (W)   SCALED    
 TB0180* NAVD 88 ORTHO HEIGHT -   383.731  (meters)    1258.96  (feet) ADJUSTED  
 TB0180  ______________________________________________________________________
 TB0180  GEOID HEIGHT    -        -30.85  (meters)                     GEOID09
 TB0180  DYNAMIC HEIGHT  -        383.804 (meters)     1259.20  (feet) COMP
 TB0180  MODELED GRAVITY -    980,788.4   (mgal)                       NAVD 88
 TB0180
 TB0180  VERT ORDER      -  FIRST     CLASS II
 TB0180
 TB0180.The horizontal coordinates were scaled from a topographic map and have
 TB0180.an estimated accuracy of +/- 6 seconds.
 TB0180.
 TB0180.The orthometric height was determined by differential leveling and
 TB0180.adjusted in June 1991.
 TB0180
 TB0180.The dynamic height is computed by dividing the NAVD 88
 TB0180.geopotential number by the normal gravity value computed on the
 TB0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0180.degrees latitude (g = 980.6199 gals.).
 TB0180
 TB0180.The modeled gravity was interpolated from observed gravity values.
 TB0180
 TB0180;                    North         East    Units  Estimated Accuracy
 TB0180;SPC MN N     -   297,410.      811,240.      MT  (+/- 180 meters Scaled)
 TB0180
 TB0180                          SUPERSEDED SURVEY CONTROL
 TB0180
 TB0180  NGVD 29 (??/??/92)  383.392  (m)         1257.85   (f) ADJ UNCH    1 2
 TB0180
 TB0180.Superseded values are not recommended for survey control.
 TB0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0180.See file dsdata.txt to determine how the superseded data were derived.
 TB0180
 TB0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP038469(NAD 83)
 TB0180
 TB0180_MARKER: DB = BENCH MARK DISK
 TB0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0180_SP_SET: ROD
 TB0180_STAMPING: 258-L 1973
 TB0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0180
 TB0180  HISTORY     - Date     Condition        Report By
 TB0180  HISTORY     - 1973     MONUMENTED       MNDT
 TB0180  HISTORY     - 1979     GOOD             NGS
 TB0180
 TB0180                          STATION DESCRIPTION
 TB0180
 TB0180'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0180'16.6 MI NNW FROM ORR.
 TB0180'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0180'ORR, GO NORTHERLY ALONG TRUNK HIGHWAY 53 FOR 17.75 MILES (MILEPOST
 TB0180'127.5) TO SHEEP RANCH ROAD (4.2 MILES NORTH OF ASH LAKE), THENCE
 TB0180'EASTERLY ON SHEEP RANCH ROAD FOR 0.3 MILE AND MARK ON THE LEFT.  THE
 TB0180'MARK IS 26 FEET NORTH OF THE CENTER OF SHEEP RANCH ROAD, 30 FEET
 TB0180'SOUTHEAST OF THE CENTER OF TRAIL, 50 FEET EAST OF EAST EDGE OF GRAVEL
 TB0180'PIT AT TRAIL NORTHEAST AND 9.4 FEET NORTH OF A STEEL WITNESS POST. THE
 TB0180'MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 30 FOOT COPPER COATED STEEL
 TB0180'ROD DRIVEN INTO THE GROUND.  THE MARK PROJECTS 2 INCHES ABOVE THE
 TB0180'GROUND AND IS ABOUT 3 FEET ABOVE THE LEVEL OF SHEEP RANCH ROAD. SE 1/4
 TB0180'SECTION 19, T 67, R 20 W.
 TB0180
 TB0180                          STATION RECOVERY (1979)
 TB0180
 TB0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0182 ***********************************************************************
 TB0182  DESIGNATION -  258 M
 TB0182  PID         -  TB0182
 TB0182  STATE/COUNTY-  MN/ST LOUIS
 TB0182  COUNTRY     -  US
 TB0182  USGS QUAD   -  ASH RIVER SW (1986)
 TB0182
 TB0182                         *CURRENT SURVEY CONTROL
 TB0182  ______________________________________________________________________
 TB0182* NAD 83(1986) POSITION- 48 16 01.     (N) 092 56 36.     (W)   SCALED    
 TB0182* NAVD 88 ORTHO HEIGHT -   384.287  (meters)    1260.78  (feet) ADJUSTED  
 TB0182  ______________________________________________________________________
 TB0182  GEOID HEIGHT    -        -30.85  (meters)                     GEOID09
 TB0182  DYNAMIC HEIGHT  -        384.359 (meters)     1261.02  (feet) COMP
 TB0182  MODELED GRAVITY -    980,787.1   (mgal)                       NAVD 88
 TB0182
 TB0182  VERT ORDER      -  FIRST     CLASS II
 TB0182
 TB0182.The horizontal coordinates were scaled from a topographic map and have
 TB0182.an estimated accuracy of +/- 6 seconds.
 TB0182.
 TB0182.The orthometric height was determined by differential leveling and
 TB0182.adjusted in June 1991.
 TB0182
 TB0182.The dynamic height is computed by dividing the NAVD 88
 TB0182.geopotential number by the normal gravity value computed on the
 TB0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0182.degrees latitude (g = 980.6199 gals.).
 TB0182
 TB0182.The modeled gravity was interpolated from observed gravity values.
 TB0182
 TB0182;                    North         East    Units  Estimated Accuracy
 TB0182;SPC MN N     -   296,450.      811,630.      MT  (+/- 180 meters Scaled)
 TB0182
 TB0182                          SUPERSEDED SURVEY CONTROL
 TB0182
 TB0182  NGVD 29 (??/??/92)  383.949  (m)         1259.67   (f) ADJ UNCH    1 2
 TB0182
 TB0182.Superseded values are not recommended for survey control.
 TB0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0182.See file dsdata.txt to determine how the superseded data were derived.
 TB0182
 TB0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP042459(NAD 83)
 TB0182
 TB0182_MARKER: DB = BENCH MARK DISK
 TB0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0182_SP_SET: ROD
 TB0182_STAMPING: 258-M 1973
 TB0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0182
 TB0182  HISTORY     - Date     Condition        Report By
 TB0182  HISTORY     - 1973     MONUMENTED       MNDT
 TB0182  HISTORY     - 1979     GOOD             NGS
 TB0182
 TB0182                          STATION DESCRIPTION
 TB0182
 TB0182'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0182'15.7 MI NNE FROM ORR.
 TB0182'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 EAST AT ORR,
 TB0182'GO NORTHERLY ALONG TRUNK HIGHWAY 53 FOR 17 MILES (3.4 MILES NORTH OF
 TB0182'ASH LAKE AND 0.75 MILE SOUTH OF SHEEP RANCH ROAD) AND MARK ON THE LEFT
 TB0182'(MILEPOST 126.7).  THE MARK IS 88 FEET EAST OF THE CENTERLINE OF TRUNK
 TB0182'HIGHWAY 53, 20 FEET WEST OF A ROW OF PINE TREES, ABOUT 75 FEET NORTH
 TB0182'OF A CREST ON THE SLOPE AND 30.5 FEET EAST OF A STEEL WITNESS POST.
 TB0182'THE MARK IS CRIMPED ON A 5/8 INCH DIAMETER BY 7 FOOT COPPER COATED
 TB0182'STEEL ROD DRIVEN INTO THE GROUND.  THE MARK PROJECTS 2 INCHES ABOVE
 TB0182'THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 53.  NW 1/4 SECTION
 TB0182'29, T 67 N, R 20 W.
 TB0182
 TB0182                          STATION RECOVERY (1979)
 TB0182
 TB0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0055 ***********************************************************************
 TB0055  DESIGNATION -  258 N
 TB0055  PID         -  TB0055
 TB0055  STATE/COUNTY-  MN/ST LOUIS
 TB0055  COUNTRY     -  US
 TB0055  USGS QUAD   -  ASH LAKE (1986)
 TB0055
 TB0055                         *CURRENT SURVEY CONTROL
 TB0055  ______________________________________________________________________
 TB0055* NAD 83(1986) POSITION- 48 14 14.     (N) 092 55 36.     (W)   SCALED    
 TB0055* NAVD 88 ORTHO HEIGHT -   399.817  (meters)    1311.73  (feet) ADJUSTED  
 TB0055  ______________________________________________________________________
 TB0055  GEOID HEIGHT    -        -30.85  (meters)                     GEOID09
 TB0055  DYNAMIC HEIGHT  -        399.890 (meters)     1311.97  (feet) COMP
 TB0055  MODELED GRAVITY -    980,782.8   (mgal)                       NAVD 88
 TB0055
 TB0055  VERT ORDER      -  FIRST     CLASS II
 TB0055
 TB0055.The horizontal coordinates were scaled from a topographic map and have
 TB0055.an estimated accuracy of +/- 6 seconds.
 TB0055.
 TB0055.The orthometric height was determined by differential leveling and
 TB0055.adjusted in June 1991.
 TB0055
 TB0055.The dynamic height is computed by dividing the NAVD 88
 TB0055.geopotential number by the normal gravity value computed on the
 TB0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0055.degrees latitude (g = 980.6199 gals.).
 TB0055
 TB0055.The modeled gravity was interpolated from observed gravity values.
 TB0055
 TB0055;                    North         East    Units  Estimated Accuracy
 TB0055;SPC MN N     -   293,150.      812,880.      MT  (+/- 180 meters Scaled)
 TB0055
 TB0055                          SUPERSEDED SURVEY CONTROL
 TB0055
 TB0055  NGVD 29 (??/??/92)  399.482  (m)         1310.63   (f) ADJ UNCH    1 2
 TB0055
 TB0055.Superseded values are not recommended for survey control.
 TB0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0055.See file dsdata.txt to determine how the superseded data were derived.
 TB0055
 TB0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP054426(NAD 83)
 TB0055
 TB0055_MARKER: DB = BENCH MARK DISK
 TB0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0055_SP_SET: ROD
 TB0055_STAMPING: 258-N 1973
 TB0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0055
 TB0055  HISTORY     - Date     Condition        Report By
 TB0055  HISTORY     - 1973     MONUMENTED       MNDT
 TB0055  HISTORY     - 1979     GOOD             NGS
 TB0055
 TB0055                          STATION DESCRIPTION
 TB0055
 TB0055'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0055'13.6 MI NNE FROM ORR.
 TB0055'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0055'ORR, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 14.6 MILES (1.25 MILES NORTH
 TB0055'OF COUNTY ROAD 519 AT ASH LAKE AND 0.6 MILE NORTH OF COUNTY ROAD 518)
 TB0055'AND MARK ON THE RIGHT (MILEPOST 124.5).  THE MARK IS 198 FEET EAST OF
 TB0055'THE CENTERLINE OF TRUNK HIGHWAY 53, 14 FEET NORTH OF THE CENTER OF
 TB0055'ROAD TO GRAVEL PIT, 150 FEET WEST OF EAST EDGE OF GRAVEL PIT, AND 0.8
 TB0055'FEET WEST OF A STEEL WITNESS POST.  SE 1/4 SECTION 5, T 66N, R 20W.
 TB0055'NOTE-- THE MARK IS CRIMPED ON A 5/8 INCH BY 14 FOOT COPPER COATED
 TB0055'STEEL ROAD DRIVEN FLUSH WITH THE GROUND AND ABOUT LEVEL WITH TRUNK
 TB0055'HIGHWAY 53.
 TB0055
 TB0055                          STATION RECOVERY (1979)
 TB0055
 TB0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0059 ***********************************************************************
 TB0059  DESIGNATION -  258 P
 TB0059  PID         -  TB0059
 TB0059  STATE/COUNTY-  MN/ST LOUIS
 TB0059  COUNTRY     -  US
 TB0059  USGS QUAD   -  ASH LAKE (1986)
 TB0059
 TB0059                         *CURRENT SURVEY CONTROL
 TB0059  ______________________________________________________________________
 TB0059* NAD 83(1986) POSITION- 48 13 04.     (N) 092 54 50.     (W)   SCALED    
 TB0059* NAVD 88 ORTHO HEIGHT -   401.696  (meters)    1317.90  (feet) ADJUSTED  
 TB0059  ______________________________________________________________________
 TB0059  GEOID HEIGHT    -        -30.85  (meters)                     GEOID09
 TB0059  DYNAMIC HEIGHT  -        401.768 (meters)     1318.13  (feet) COMP
 TB0059  MODELED GRAVITY -    980,779.8   (mgal)                       NAVD 88
 TB0059
 TB0059  VERT ORDER      -  SECOND    CLASS 0
 TB0059
 TB0059.The horizontal coordinates were scaled from a topographic map and have
 TB0059.an estimated accuracy of +/- 6 seconds.
 TB0059.
 TB0059.The orthometric height was determined by differential leveling and
 TB0059.adjusted in June 1991.
 TB0059
 TB0059.The dynamic height is computed by dividing the NAVD 88
 TB0059.geopotential number by the normal gravity value computed on the
 TB0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0059.degrees latitude (g = 980.6199 gals.).
 TB0059
 TB0059.The modeled gravity was interpolated from observed gravity values.
 TB0059
 TB0059;                    North         East    Units  Estimated Accuracy
 TB0059;SPC MN N     -   290,990.      813,830.      MT  (+/- 180 meters Scaled)
 TB0059
 TB0059                          SUPERSEDED SURVEY CONTROL
 TB0059
 TB0059  NGVD 29 (??/??/92)  401.370  (m)         1316.83   (f) ADJ UNCH    2 0
 TB0059
 TB0059.Superseded values are not recommended for survey control.
 TB0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0059.See file dsdata.txt to determine how the superseded data were derived.
 TB0059
 TB0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP063405(NAD 83)
 TB0059
 TB0059_MARKER: DB = BENCH MARK DISK
 TB0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0059_SP_SET: ROD
 TB0059_STAMPING: 258-P 1973
 TB0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0059
 TB0059  HISTORY     - Date     Condition        Report By
 TB0059  HISTORY     - 1973     MONUMENTED       MNDT
 TB0059
 TB0059                          STATION DESCRIPTION
 TB0059
 TB0059'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0059'12.1 MI NNW FROM ORR.
 TB0059'FROM THE JUNCTION OF TRUNK HIGHWAY 53 AND COUNTY ROAD 23 (EAST) AT
 TB0059'ORR, GO NORTHERLY ON TRUNK HIGHWAY 53 FOR 13.2 MILES TO THE JUNCTION
 TB0059'OF COUNTY ROAD 519 AT ASH LAKE AND MARK ON THE LEFT (MILEPOST 123.1).
 TB0059'THE MARK IS 113 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 21
 TB0059'FEET NORTH OF COUNTY ROAD 519, 54.5 FEET NORTH OF POWER POLE NUMBER
 TB0059'110, 12 FEET WEST OF ENTRANCE NORTH TO LOG CABIN AND 2.2 FEET EAST OF
 TB0059'A STEEL WITNESS POST.  THE MARK IS CRIMPED ON A 5/8 INCH BY 9 FOOT
 TB0059'COPPER COATED STEEL ROAD DRIVEN IN THE GROUND.  THE MARK PROJECTS 2
 TB0059'INCHES ABOVE THE SURFACE OF THE GROUND AND IS 2 FEET BELOW THE LEVEL
 TB0059'OF TRUNK HIGHWAY 53. SW 1/4 SECTION 9, T 66N,R 20W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0616 ***********************************************************************
 TB0616  DESIGNATION -  258 Q RESET
 TB0616  PID         -  TB0616
 TB0616  STATE/COUNTY-  MN/ST LOUIS
 TB0616  COUNTRY     -  US
 TB0616  USGS QUAD   -  ASH LAKE (1986)
 TB0616
 TB0616                         *CURRENT SURVEY CONTROL
 TB0616  ______________________________________________________________________
 TB0616* NAD 83(1986) POSITION- 48 10 14.     (N) 092 52 45.     (W)   SCALED    
 TB0616* NAVD 88 ORTHO HEIGHT -   408.624  (meters)    1340.63  (feet) ADJUSTED  
 TB0616  ______________________________________________________________________
 TB0616  GEOID HEIGHT    -        -30.87  (meters)                     GEOID09
 TB0616  DYNAMIC HEIGHT  -        408.694 (meters)     1340.86  (feet) COMP
 TB0616  MODELED GRAVITY -    980,771.7   (mgal)                       NAVD 88
 TB0616
 TB0616  VERT ORDER      -  FIRST     CLASS II
 TB0616
 TB0616.The horizontal coordinates were scaled from a topographic map and have
 TB0616.an estimated accuracy of +/- 6 seconds.
 TB0616.
 TB0616.The orthometric height was determined by differential leveling and
 TB0616.adjusted in June 1991.
 TB0616
 TB0616.The dynamic height is computed by dividing the NAVD 88
 TB0616.geopotential number by the normal gravity value computed on the
 TB0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0616.degrees latitude (g = 980.6199 gals.).
 TB0616
 TB0616.The modeled gravity was interpolated from observed gravity values.
 TB0616
 TB0616;                    North         East    Units  Estimated Accuracy
 TB0616;SPC MN N     -   285,750.      816,420.      MT  (+/- 180 meters Scaled)
 TB0616
 TB0616                          SUPERSEDED SURVEY CONTROL
 TB0616
 TB0616.No superseded survey control is available for this station.
 TB0616
 TB0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UWP089352(NAD 83)
 TB0616
 TB0616_MARKER: DB = BENCH MARK DISK
 TB0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0616_SP_SET: COPPER-CLAD STEEL ROD
 TB0616_STAMPING: 258 Q RESET 1979
 TB0616_PROJECTION: FLUSH
 TB0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0616_ROD/PIPE-DEPTH: 33.5 meters
 TB0616
 TB0616  HISTORY     - Date     Condition        Report By
 TB0616  HISTORY     - 1979     MONUMENTED       NGS
 TB0616
 TB0616                          STATION DESCRIPTION
 TB0616
 TB0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TB0616'9.55 MI NORTH FROM ORR.
 TB0616'9.55 MILES NORTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF COUNTY
 TB0616'ROAD 23 EAST IN ORR, 126.6 FT. WEST OF THE CENTERLINE OF THE
 TB0616'HIGHWAY, 40.9 FT. WEST OF THE WEST RAIL OF THE MAIN TRACKS OF THE
 TB0616'DULUTH, WINNIPEG AND PACIFIC RAILROAD, 21.5 FT. NORTH OF THE
 TB0616'CENTERLINE OF A FIELD ROAD, 14.3 FT. WEST OF THE WEST RAIL OF A SPUR
 TB0616'TRACK.  DISK IS 6 INCHES BELOW THE GROUND, ACCESS TO WHICH IS HAD
 TB0616'THROUGH A 4-INCH PLASTIC SCREW PLUG.
 TB0616'THE MARK IS 2 FT  E FROM A WITNESS POST.
 TB0616'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5923 ***********************************************************************
 DF5923  DESIGNATION -  26
 DF5923  PID         -  DF5923
 DF5923  STATE/COUNTY-  MN/PINE
 DF5923  COUNTRY     -  US
 DF5923  USGS QUAD   -  LAKE CLAYTON (1982)
 DF5923
 DF5923                         *CURRENT SURVEY CONTROL
 DF5923  ______________________________________________________________________
 DF5923* NAD 83(2007) POSITION- 45 58 58.84938(N) 092 40 18.51738(W)   ADJUSTED  
 DF5923* NAD 83(2007) ELLIP HT-   260.321 (meters)        (02/10/07)   ADJUSTED
 DF5923* NAD 83(2007) EPOCH   -  2002.00
 DF5923* NAVD 88 ORTHO HEIGHT -   287.1    (meters)     942.    (feet) GPS OBS   
 DF5923  ______________________________________________________________________
 DF5923  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5923  GEOID HEIGHT    -        -26.69  (meters)                     GEOID99
 DF5923  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DF5923  NAD 83(2007) X  -   -206,963.979 (meters)                     COMP
 DF5923  NAD 83(2007) Y  - -4,435,032.512 (meters)                     COMP
 DF5923  NAD 83(2007) Z  -  4,564,122.999 (meters)                     COMP
 DF5923  LAPLACE CORR    -          5.40  (seconds)                    DEFLEC09
 DF5923
 DF5923  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5923  Type                                         Horiz  Ellip  Dist(km)
 DF5923  -------------------------------------------------------------------
 DF5923  NETWORK                                       1.13   0.78
 DF5923  -------------------------------------------------------------------
 DF5923  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.20   0.76      7.06
 DF5923  -------------------------------------------------------------------
 DF5923  NOTE: Click here for information on individual local accuracy
 DF5923  values and other accuracy information.
 DF5923
 DF5923
 DF5923.The horizontal coordinates were established by GPS observations
 DF5923.and adjusted by the National Geodetic Survey in February 2007.
 DF5923
 DF5923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5923.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5923
 DF5923.The horizontal coordinates are valid at the epoch date displayed above
 DF5923.which is a decimal equivalence of Year/Month/Day.
 DF5923
 DF5923.The orthometric height was determined by GPS observations and a
 DF5923.high-resolution geoid model.
 DF5923
 DF5923.Photographs are available for this station.
 DF5923
 DF5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5923
 DF5923.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5923
 DF5923.The ellipsoidal height was determined by GPS observations
 DF5923.and is referenced to NAD 83.
 DF5923
 DF5923. The following values were computed from the NAD 83(2007) position.
 DF5923
 DF5923;                    North         East     Units Scale Factor Converg.
 DF5923;SPC MN C     -   210,476.258   922,273.846   MT  0.99994078   +1 08 29.9
 DF5923;SPC MN C     -   690,537.52  3,025,826.78   sFT  0.99994078   +1 08 29.9
 DF5923;UTM  15      - 5,092,212.558   525,420.252   MT  0.99960794   +0 14 09.6
 DF5923
 DF5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5923!SPC MN C     -   0.99995919  x   0.99994078  =   0.99989997
 DF5923!UTM  15      -   0.99995919  x   0.99960794  =   0.99956715
 DF5923
 DF5923                          SUPERSEDED SURVEY CONTROL
 DF5923
 DF5923  NAD 83(1996)-  45 58 58.84933(N)    092 40 18.51695(W) AD(       ) 1
 DF5923  ELLIP H (05/27/03)  260.368  (m)                       GP(       ) 3 1
 DF5923
 DF5923.Superseded values are not recommended for survey control.
 DF5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5923.See file dsdata.txt to determine how the superseded data were derived.
 DF5923
 DF5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2542092212(NAD 83)
 DF5923
 DF5923_MARKER: DD = SURVEY DISK
 DF5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5923_STAMPING: NO 26
 DF5923_MARK LOGO: MN-115
 DF5923_PROJECTION: FLUSH
 DF5923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5923+STABILITY: SURFACE MOTION
 DF5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5923+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DF5923
 DF5923  HISTORY     - Date     Condition        Report By
 DF5923  HISTORY     - 1999     MONUMENTED       MN-115
 DF5923  HISTORY     - 20080507 GOOD             MNDT
 DF5923
 DF5923                          STATION DESCRIPTION
 DF5923
 DF5923'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5923'9 MI (14.5 KM) EAST OF HINCKLEY ON TH 48 THEN 2 MI (3.2 KM) SOUTH ON
 DF5923'CO RD 21 THEN 3.35 MI (5.39 KM) EAST ON CO RD 136, 32 FT (9.8 M) NORTH
 DF5923'OF CO RD 136, 158 FT (48.2 M) WEST OF ROAD SOUTH, 10 FT (3.0 M) WEST
 DF5923'OF P-POLE, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5923
 DF5923                          STATION RECOVERY (2008)
 DF5923
 DF5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DF5923'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8693 ***********************************************************************
 DF8693  DESIGNATION -  26
 DF8693  PID         -  DF8693
 DF8693  STATE/COUNTY-  MN/KANABEC
 DF8693  COUNTRY     -  US
 DF8693  USGS QUAD   -  MORA NORTH (1980)
 DF8693
 DF8693                         *CURRENT SURVEY CONTROL
 DF8693  ______________________________________________________________________
 DF8693* NAD 83(2007) POSITION- 45 58 28.43970(N) 093 16 38.54390(W)   ADJUSTED  
 DF8693* NAD 83(2007) ELLIP HT-   294.092 (meters)        (02/10/07)   ADJUSTED
 DF8693* NAD 83(2007) EPOCH   -  2002.00
 DF8693* NAVD 88 ORTHO HEIGHT -   321.8    (meters)    1056.    (feet) GPS OBS   
 DF8693  ______________________________________________________________________
 DF8693  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8693  GEOID HEIGHT    -        -27.66  (meters)                     GEOID99
 DF8693  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DF8693  NAD 83(2007) X  -   -253,865.643 (meters)                     COMP
 DF8693  NAD 83(2007) Y  - -4,433,294.937 (meters)                     COMP
 DF8693  NAD 83(2007) Z  -  4,563,494.785 (meters)                     COMP
 DF8693  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DF8693
 DF8693  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8693  Type                                         Horiz  Ellip  Dist(km)
 DF8693  -------------------------------------------------------------------
 DF8693  NETWORK                                       0.99   0.88
 DF8693  -------------------------------------------------------------------
 DF8693  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.07   0.78      7.47
 DF8693  -------------------------------------------------------------------
 DF8693  NOTE: Click here for information on individual local accuracy
 DF8693  values and other accuracy information.
 DF8693
 DF8693
 DF8693.The horizontal coordinates were established by GPS observations
 DF8693.and adjusted by the National Geodetic Survey in February 2007.
 DF8693
 DF8693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8693.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8693
 DF8693.The horizontal coordinates are valid at the epoch date displayed above
 DF8693.which is a decimal equivalence of Year/Month/Day.
 DF8693
 DF8693.The orthometric height was determined by GPS observations and a
 DF8693.high-resolution geoid model.
 DF8693
 DF8693.Photographs are available for this station.
 DF8693
 DF8693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8693
 DF8693.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8693
 DF8693.The ellipsoidal height was determined by GPS observations
 DF8693.and is referenced to NAD 83.
 DF8693
 DF8693. The following values were computed from the NAD 83(2007) position.
 DF8693
 DF8693;                    North         East     Units Scale Factor Converg.
 DF8693;SPC MN C     -   208,781.967   875,371.096   MT  0.99994169   +0 42 12.9
 DF8693;SPC MN C     -   684,978.84  2,871,946.67   sFT  0.99994169   +0 42 12.9
 DF8693;UTM  15      - 5,091,259.069   478,512.507   MT  0.99960568   -0 11 58.0
 DF8693
 DF8693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8693!SPC MN C     -   0.99995390  x   0.99994169  =   0.99989559
 DF8693!UTM  15      -   0.99995390  x   0.99960568  =   0.99955960
 DF8693
 DF8693                          SUPERSEDED SURVEY CONTROL
 DF8693
 DF8693  NAD 83(1996)-  45 58 28.43961(N)    093 16 38.54356(W) AD(       ) 1
 DF8693  ELLIP H (10/22/03)  294.133  (m)                       GP(       ) 3 2
 DF8693
 DF8693.Superseded values are not recommended for survey control.
 DF8693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8693.See file dsdata.txt to determine how the superseded data were derived.
 DF8693
 DF8693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7851291259(NAD 83)
 DF8693
 DF8693_MARKER: DD = SURVEY DISK
 DF8693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8693_STAMPING: 26
 DF8693_MARK LOGO: MN-065
 DF8693_PROJECTION: FLUSH
 DF8693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8693+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8693
 DF8693  HISTORY     - Date     Condition        Report By
 DF8693  HISTORY     - 2001     MONUMENTED       MN-065
 DF8693
 DF8693                          STATION DESCRIPTION
 DF8693
 DF8693'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8693'7.1 MI (11.4 KM) NORTH OF MORA ON TH 65, 152 FT (46.3 M) SOUTH OF
 DF8693'MILEPOST 72, 70 FT (21.3 M) EAST OF OF TH 65, 8 FT (2.4 M) SW OF
 DF8693'P-POLE, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9860 ***********************************************************************
 AH9860  DESIGNATION -  26 CER
 AH9860  PID         -  AH9860
 AH9860  STATE/COUNTY-  MN/CLEARWATER
 AH9860  COUNTRY     -  US
 AH9860  USGS QUAD   -  ROY LAKE (1969)
 AH9860
 AH9860                         *CURRENT SURVEY CONTROL
 AH9860  ______________________________________________________________________
 AH9860* NAD 83(1986) POSITION- 47 18 46.     (N) 095 30 34.     (W)   SCALED    
 AH9860* NAVD 88 ORTHO HEIGHT -   474.975  (meters)    1558.31  (feet) ADJUSTED  
 AH9860  ______________________________________________________________________
 AH9860  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH9860  DYNAMIC HEIGHT  -        475.009 (meters)     1558.43  (feet) COMP
 AH9860  MODELED GRAVITY -    980,669.8   (mgal)                       NAVD 88
 AH9860
 AH9860  VERT ORDER      -  SECOND    CLASS I
 AH9860
 AH9860.The horizontal coordinates were scaled from a topographic map and have
 AH9860.an estimated accuracy of +/- 6 seconds.
 AH9860.
 AH9860.The orthometric height was determined by differential leveling and
 AH9860.adjusted in June 2004.
 AH9860
 AH9860.The dynamic height is computed by dividing the NAVD 88
 AH9860.geopotential number by the normal gravity value computed on the
 AH9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9860.degrees latitude (g = 980.6199 gals.).
 AH9860
 AH9860.The modeled gravity was interpolated from observed gravity values.
 AH9860
 AH9860;                    North         East    Units  Estimated Accuracy
 AH9860;SPC MN N     -   193,200.      617,860.      MT  (+/- 180 meters Scaled)
 AH9860
 AH9860                          SUPERSEDED SURVEY CONTROL
 AH9860
 AH9860.No superseded survey control is available for this station.
 AH9860
 AH9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN103429(NAD 83)
 AH9860
 AH9860_MARKER: DB = BENCH MARK DISK
 AH9860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9860_STAMPING: 26 CER 1967
 AH9860_MARK LOGO: USGS  
 AH9860_PROJECTION: FLUSH
 AH9860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9860+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1992
 AH9860_ROD/PIPE-DEPTH:  4.6 meters
 AH9860
 AH9860  HISTORY     - Date     Condition        Report By
 AH9860  HISTORY     - 1967     MONUMENTED       USGS
 AH9860  HISTORY     - 19920812 GOOD             MNDT
 AH9860
 AH9860                          STATION DESCRIPTION
 AH9860
 AH9860'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9860'ZERKEL, CLEARWATER CO., 0.1 MI (0.2 KM) NORTH AND 6.0 MI (9.7 KM) WEST
 AH9860'OF, T. 144 N., R. 38 W., NEAR THE SOUTH SIXTEENTH COR. OF SECS. 4 AND
 AH9860'5, 49 FT (14.9 M) NORTH, 42 FT (12.8 M) EAST OF AND 3.2 FT. LOWER THAN
 AH9860'T-RD NORTH, 3 FT (0.9 M) EAST OF A 25 IN. PINE TREE, A STANDARD TABLET
 AH9860'SET ON TOP OF A 1/2 IN. COPPER COATED STEEL ROD, DRIVEN 15 FT (4.6 M)
 AH9860'IN GROUND, AND STAMPED 26 CER 1967.
 AH9860
 AH9860                          STATION RECOVERY (1992)
 AH9860
 AH9860'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9860'THE MARK IS 2.2 MI (3.5 KM) ESE OF ROY LAKE, 1.8 MI (2.9 KM) ESE ALONG
 AH9860'TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP 68.4,
 AH9860'49 FT (14.9 M) NORTH OF TH 200, 42 FT (12.8 M) EAST OF TRAIL TO NORTH,
 AH9860'3 FT (0.9 M) EAST OF 25 INCH PINE TREE, AND 1.0 FT (0.3 M) SOUTH WIT
 AH9860'POST.  NOTE--DEPTH OF ROD UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3927 ***********************************************************************
 DH3927  DESIGNATION -  26 DWB
 DH3927  PID         -  DH3927
 DH3927  STATE/COUNTY-  MN/MARTIN
 DH3927  COUNTRY     -  US
 DH3927  USGS QUAD   -  ST JAMES SE (1970)
 DH3927
 DH3927                         *CURRENT SURVEY CONTROL
 DH3927  ______________________________________________________________________
 DH3927* NAD 83(2007) POSITION- 43 49 08.35289(N) 094 36 50.21955(W)   ADJUSTED  
 DH3927* NAD 83(2007) ELLIP HT-   332.371 (meters)        (02/10/07)   ADJUSTED
 DH3927* NAD 83(2007) EPOCH   -  2002.00
 DH3927* NAVD 88 ORTHO HEIGHT -   360.2    (meters)    1182.    (feet) GPS OBS   
 DH3927  ______________________________________________________________________
 DH3927  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3927  GEOID HEIGHT    -        -27.79  (meters)                     GEOID03
 DH3927  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DH3927  NAD 83(2007) X  -   -370,808.835 (meters)                     COMP
 DH3927  NAD 83(2007) Y  - -4,594,726.142 (meters)                     COMP
 DH3927  NAD 83(2007) Z  -  4,393,832.009 (meters)                     COMP
 DH3927  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC09
 DH3927
 DH3927  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3927  Type                                         Horiz  Ellip  Dist(km)
 DH3927  -------------------------------------------------------------------
 DH3927  NETWORK                                       0.57   0.45
 DH3927  -------------------------------------------------------------------
 DH3927  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.59   0.33      7.31
 DH3927  -------------------------------------------------------------------
 DH3927  NOTE: Click here for information on individual local accuracy
 DH3927  values and other accuracy information.
 DH3927
 DH3927
 DH3927.The horizontal coordinates were established by GPS observations
 DH3927.and adjusted by the National Geodetic Survey in February 2007.
 DH3927
 DH3927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3927.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3927
 DH3927.The horizontal coordinates are valid at the epoch date displayed above
 DH3927.which is a decimal equivalence of Year/Month/Day.
 DH3927
 DH3927.The orthometric height was determined by GPS observations and a
 DH3927.high-resolution geoid model.
 DH3927
 DH3927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3927
 DH3927.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3927
 DH3927.The ellipsoidal height was determined by GPS observations
 DH3927.and is referenced to NAD 83.
 DH3927
 DH3927. The following values were computed from the NAD 83(2007) position.
 DH3927
 DH3927;                    North         East     Units Scale Factor Converg.
 DH3927;SPC MN S     -   191,185.551   750,608.791   MT  0.99999247   -0 25 49.2
 DH3927;SPC MN S     -   627,247.93  2,462,622.34   sFT  0.99999247   -0 25 49.2
 DH3927;UTM  15      - 4,853,034.294   370,209.516   MT  0.99980720   -1 07 03.5
 DH3927
 DH3927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3927!SPC MN S     -   0.99994788  x   0.99999247  =   0.99994035
 DH3927!UTM  15      -   0.99994788  x   0.99980720  =   0.99975509
 DH3927
 DH3927                          SUPERSEDED SURVEY CONTROL
 DH3927
 DH3927  NAD 83(1996)-  43 49 08.35221(N)    094 36 50.21894(W) AD(       ) 1
 DH3927  ELLIP H (05/31/05)  332.410  (m)                       GP(       ) 4 1
 DH3927
 DH3927.Superseded values are not recommended for survey control.
 DH3927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3927.See file dsdata.txt to determine how the superseded data were derived.
 DH3927
 DH3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7020953034(NAD 83)
 DH3927
 DH3927_MARKER: DD = SURVEY DISK
 DH3927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3927_STAMPING: 26 DWB 1967 1182
 DH3927_MARK LOGO: USGS  
 DH3927_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3927+STABILITY: SURFACE MOTION
 DH3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3927+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH3927
 DH3927  HISTORY     - Date     Condition        Report By
 DH3927  HISTORY     - 1967     MONUMENTED       USGS
 DH3927  HISTORY     - 2004     GOOD             MNDT
 DH3927
 DH3927                          STATION DESCRIPTION
 DH3927
 DH3927'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH3927'4.0 MILES SOUTHEAST OF ORMSBY, 4.10 MILES EAST ALONG COUNTY ROAD 8 FRO
 DH3927'M JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 4 IN ORMSBY, THEN 2.0 MI
 DH3927'LES SOUTH ON COUNTY ROAD 27, 86 FEET SOUTH OF COUNTY ROAD 50 (230TH ST
 DH3927'REET), 100 FEET EAST OF COUNTY ROAD 27 (130TH AVENUE) 54 FEET EAST OF
 DH3927'FENCE CORNER, 36 FEET SOUTH OF LARGE POWER POLE, 6.0 FEET WEST OF GUY
 DH3927'WIRE SOUTH OF POWER POLE, 1.0 FOOT NORTH OF WITNESS POST .  THE MARK
 DH3927'IS A DEPARTMENT OF INTERIOR DISK IN A CONCRETE MONUMENT FLUSH,
 DH3927'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5944 ***********************************************************************
 DH5944  DESIGNATION -  26 LNB
 DH5944  PID         -  DH5944
 DH5944  STATE/COUNTY-  MN/OTTER TAIL
 DH5944  COUNTRY     -  US
 DH5944  USGS QUAD   -  PARKERS PRAIRIE (1969)
 DH5944
 DH5944                         *CURRENT SURVEY CONTROL
 DH5944  ______________________________________________________________________
 DH5944* NAD 83(1986) POSITION- 46 14 24.     (N) 095 16 10.     (W)   SCALED    
 DH5944* NAVD 88 ORTHO HEIGHT -   438.425  (meters)    1438.40  (feet) ADJUSTED  
 DH5944  ______________________________________________________________________
 DH5944  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DH5944  DYNAMIC HEIGHT  -        438.423 (meters)     1438.39  (feet) COMP
 DH5944  MODELED GRAVITY -    980,597.3   (mgal)                       NAVD 88
 DH5944
 DH5944  VERT ORDER      -  THIRD
 DH5944
 DH5944.The horizontal coordinates were scaled from a topographic map and have
 DH5944.an estimated accuracy of +/- 6 seconds.
 DH5944.
 DH5944.The orthometric height was determined by differential leveling and
 DH5944.adjusted in May 2009.
 DH5944
 DH5944.No vertical observational check was made to the station.
 DH5944
 DH5944.The dynamic height is computed by dividing the NAVD 88
 DH5944.geopotential number by the normal gravity value computed on the
 DH5944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5944.degrees latitude (g = 980.6199 gals.).
 DH5944
 DH5944.The modeled gravity was interpolated from observed gravity values.
 DH5944
 DH5944;                    North         East    Units  Estimated Accuracy
 DH5944;SPC MN C     -   238,330.      721,380.      MT  (+/- 180 meters Scaled)
 DH5944
 DH5944                          SUPERSEDED SURVEY CONTROL
 DH5944
 DH5944.No superseded survey control is available for this station.
 DH5944
 DH5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM250232(NAD 83)
 DH5944
 DH5944_MARKER: DB = BENCH MARK DISK
 DH5944_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH5944_SP_SET: CONCRETE UNDERPASS
 DH5944_STAMPING: 26 LNB 1967
 DH5944_MARK LOGO: USGS  
 DH5944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5944+STABILITY: SURFACE MOTION
 DH5944
 DH5944  HISTORY     - Date     Condition        Report By
 DH5944  HISTORY     - 1967     MONUMENTED       USGS
 DH5944
 DH5944                          STATION DESCRIPTION
 DH5944
 DH5944'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5944'ALMORA, 0.5 MI (0.8 KM) S. AND 4.5 MI (7.2 KM) E. OF, BERTHA, 2.0 MI
 DH5944'(3.2 KM) S. AND 10.0 MI (16.1 KM) W. OF, NEAR COR. SECS. 13, 18, 19
 DH5944'AND 24, T. 132 N., RS. 36 AND 37 W., 19 FT (5.8 M) SW. AND 2.4 FT (0.7
 DH5944'M) LOWER THAN CENTER OF CO. HWY. 40, IN TOP OF SW. END OF CONCRETE
 DH5944'UNDERPASS FOR FARM ANIMALS, A STANDARD TABLET STAMPED 26 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1932 ***********************************************************************
 DM1932  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1932  DESIGNATION -  26 RB
 DM1932  PID         -  DM1932
 DM1932  STATE/COUNTY-  MN/SWIFT
 DM1932  COUNTRY     -  US
 DM1932  USGS QUAD   -  LAKE HASSEL (1968)
 DM1932
 DM1932                         *CURRENT SURVEY CONTROL
 DM1932  ______________________________________________________________________
 DM1932* NAD 83(2007) POSITION- 45 22 59.95234(N) 095 36 11.87966(W)   ADJUSTED  
 DM1932* NAD 83(2007) ELLIP HT-   295.867 (meters)        (08/04/10)   ADJUSTED
 DM1932* NAD 83(2007) EPOCH   -  2002.00
 DM1932* NAVD 88 ORTHO HEIGHT -   322.23   (meters)    1057.2   (feet) GPS OBS   
 DM1932  ______________________________________________________________________
 DM1932  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1932  GEOID HEIGHT    -        -26.30  (meters)                     GEOID03
 DM1932  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 DM1932  NAD 83(2007) X  -   -438,167.811 (meters)                     COMP
 DM1932  NAD 83(2007) Y  - -4,466,132.426 (meters)                     COMP
 DM1932  NAD 83(2007) Z  -  4,517,581.111 (meters)                     COMP
 DM1932  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC09
 DM1932  HORZ ORDER      -  FIRST
 DM1932  ELLP ORDER      -  THIRD     CLASS I
 DM1932
 DM1932.The horizontal coordinates were established by GPS observations
 DM1932.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1932
 DM1932.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1932.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1932
 DM1932.The horizontal coordinates are valid at the epoch date displayed above
 DM1932.which is a decimal equivalence of Year/Month/Day.
 DM1932
 DM1932.The orthometric height was determined by GPS observations and a
 DM1932.high-resolution geoid model using precise GPS observation and
 DM1932.processing techniques.
 DM1932
 DM1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1932
 DM1932.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1932
 DM1932.The ellipsoidal height was determined by GPS observations
 DM1932.and is referenced to NAD 83.
 DM1932
 DM1932. The following values were computed from the NAD 83(2007) position.
 DM1932
 DM1932;                    North         East     Units Scale Factor Converg.
 DM1932;SPC MN S     -   366,058.573   674,433.563   MT  1.00004069   -1 07 25.7
 DM1932;SPC MN S     - 1,200,977.17  2,212,704.11   sFT  1.00004069   -1 07 25.7
 DM1932;UTM  15      - 5,028,830.769   296,193.688   MT  1.00011073   -1 51 13.4
 DM1932
 DM1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1932!SPC MN S     -   0.99995362  x   1.00004069  =   0.99999430
 DM1932!UTM  15      -   0.99995362  x   1.00011073  =   1.00006434
 DM1932
 DM1932                          SUPERSEDED SURVEY CONTROL
 DM1932
 DM1932.No superseded survey control is available for this station.
 DM1932
 DM1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9619328830(NAD 83)
 DM1932
 DM1932_MARKER: DB = BENCH MARK DISK
 DM1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1932_STAMPING: 26 RB 1966
 DM1932_MARK LOGO: USGS  
 DM1932_PROJECTION: PROJECTING 15 CENTIMETERS
 DM1932_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1932+STABILITY: SURFACE MOTION
 DM1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1932+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DM1932
 DM1932  HISTORY     - Date     Condition        Report By
 DM1932  HISTORY     - 19660401 MONUMENTED       USGS
 DM1932  HISTORY     - 20080226 GOOD             MNDT
 DM1932
 DM1932                          STATION DESCRIPTION
 DM1932
 DM1932'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1932'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1932'THE MARK IS 4.8 MILES NORTH OF BENSON, 3.8 MILES NORTH ALONG TRUNK
 DM1932'HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 9
 DM1932'IN BENSON TO TRUNK HIGHWAY 29 MILEPOINT 37.7, THEN 1.1 MILES NORTH ON
 DM1932'10TH AVENUE, 50.0 FEET SOUTH OF COUNTY ROAD 22, 40.0 FEET WEST OF
 DM1932'CROSSROAD (10TH AVENUE NORTHEAST), 2.0 FEET NORTH OF FENCE, 5.0 FEET
 DM1932'WEST OF TELEPHONE PEDESTAL, 5.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0784 ***********************************************************************
 QO0784  DESIGNATION -  26 RDS
 QO0784  PID         -  QO0784
 QO0784  STATE/COUNTY-  MN/ANOKA
 QO0784  COUNTRY     -  US
 QO0784  USGS QUAD   -  CENTERVILLE (1993)
 QO0784
 QO0784                         *CURRENT SURVEY CONTROL
 QO0784  ______________________________________________________________________
 QO0784* NAD 83(1986) POSITION- 45 13 28.37   (N) 093 05 26.29   (W)   HD_HELD1  
 QO0784* NAVD 88 ORTHO HEIGHT -   276.822  (meters)     908.21  (feet) ADJUSTED  
 QO0784  ______________________________________________________________________
 QO0784  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 QO0784  DYNAMIC HEIGHT  -        276.819 (meters)      908.20  (feet) COMP
 QO0784  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO0784
 QO0784  VERT ORDER      -  SECOND    CLASS 0
 QO0784
 QO0784.The horizontal coordinates were established by differentially corrected
 QO0784.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0784.
 QO0784.The orthometric height was determined by differential leveling and
 QO0784.adjusted in June 1991.
 QO0784
 QO0784.Photographs are available for this station.
 QO0784
 QO0784.The dynamic height is computed by dividing the NAVD 88
 QO0784.geopotential number by the normal gravity value computed on the
 QO0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0784.degrees latitude (g = 980.6199 gals.).
 QO0784
 QO0784.The modeled gravity was interpolated from observed gravity values.
 QO0784
 QO0784;                    North         East    Units  Estimated Accuracy
 QO0784;SPC MN S     -   347,578.3     871,418.5     MT  (+/- 3 meters HH1 GPS) 
 QO0784
 QO0784                          SUPERSEDED SURVEY CONTROL
 QO0784
 QO0784  NGVD 29 (??/??/92)  276.778  (m)          908.06   (f) ADJ UNCH    2 0
 QO0784
 QO0784.Superseded values are not recommended for survey control.
 QO0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0784.See file dsdata.txt to determine how the superseded data were derived.
 QO0784
 QO0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9288407899(NAD 83)
 QO0784
 QO0784_MARKER: DB = BENCH MARK DISK
 QO0784_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0784_SP_SET: MONUMENT
 QO0784_STAMPING: 26 RDS 1950
 QO0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0784
 QO0784  HISTORY     - Date     Condition        Report By
 QO0784  HISTORY     - 1950     MONUMENTED       USGS
 QO0784  HISTORY     - 1966     GOOD             MNDT
 QO0784
 QO0784                          STATION DESCRIPTION
 QO0784
 QO0784'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0784'IN LINO LAKES.
 QO0784'MARK IS LOCATED SOUTH OF A DIM TRAIL ROAD WEST FROM T.H. 8, 42 FEET
 QO0784'WEST OF THE CENTERLINE OF T.H. 8, 1 FOOT EAST OF THE WEST RIGHT OF WAY
 QO0784'FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT SET
 QO0784'WITH THE GROUND.  NE 1/4 SECTION 33, T 32N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5776 ***********************************************************************
 DG5776  DESIGNATION -  26 SEM
 DG5776  PID         -  DG5776
 DG5776  STATE/COUNTY-  MN/AITKIN
 DG5776  COUNTRY     -  US
 DG5776  USGS QUAD   -  MINNEWAWA (1970)
 DG5776
 DG5776                         *CURRENT SURVEY CONTROL
 DG5776  ______________________________________________________________________
 DG5776* NAD 83(1986) POSITION- 46 40 42.     (N) 093 18 59.     (W)   SCALED    
 DG5776* NAVD 88 ORTHO HEIGHT -   373.528  (meters)    1225.48  (feet) ADJUSTED  
 DG5776  ______________________________________________________________________
 DG5776  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DG5776  DYNAMIC HEIGHT  -        373.552 (meters)     1225.56  (feet) COMP
 DG5776  MODELED GRAVITY -    980,666.0   (mgal)                       NAVD 88
 DG5776
 DG5776  VERT ORDER      -  SECOND    CLASS I
 DG5776
 DG5776.The horizontal coordinates were scaled from a topographic map and have
 DG5776.an estimated accuracy of +/- 6 seconds.
 DG5776.
 DG5776.The orthometric height was determined by differential leveling and
 DG5776.adjusted in December 2004.
 DG5776
 DG5776.The dynamic height is computed by dividing the NAVD 88
 DG5776.geopotential number by the normal gravity value computed on the
 DG5776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5776.degrees latitude (g = 980.6199 gals.).
 DG5776
 DG5776.The modeled gravity was interpolated from observed gravity values.
 DG5776
 DG5776;                    North         East    Units  Estimated Accuracy
 DG5776;SPC MN C     -   286,960.      871,430.      MT  (+/- 180 meters Scaled)
 DG5776
 DG5776                          SUPERSEDED SURVEY CONTROL
 DG5776
 DG5776.No superseded survey control is available for this station.
 DG5776
 DG5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM758694(NAD 83)
 DG5776
 DG5776_MARKER: DB = BENCH MARK DISK
 DG5776_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG5776_SP_SET: BRIDGE HEADWALL
 DG5776_STAMPING: 26 SEM 1967
 DG5776_MARK LOGO: USGS  
 DG5776_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5776+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5776
 DG5776  HISTORY     - Date     Condition        Report By
 DG5776  HISTORY     - 1967     MONUMENTED       USGS
 DG5776  HISTORY     - 20000911 GOOD             MNDT
 DG5776
 DG5776                          STATION DESCRIPTION
 DG5776
 DG5776'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5776'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.8 MI (7.7 KM)
 DG5776'NORTH OF JCT OF TH 65 AND TH 210 AT MCGREGOR, AT TH 65 MP 122.5 5, 17
 DG5776'FT (5.2 M) EAST OF TH 65, IN SOUTH END OF SE HEADWALL OF TH 65 BRDG NO
 DG5776'6339 OVER MINNEWAWA CREEK, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1095 ***********************************************************************
 PQ1095  DESIGNATION -  26 T
 PQ1095  PID         -  PQ1095
 PQ1095  STATE/COUNTY-  MN/LYON
 PQ1095  COUNTRY     -  US
 PQ1095  USGS QUAD   -  RUSSELL (1963)
 PQ1095
 PQ1095                         *CURRENT SURVEY CONTROL
 PQ1095  ______________________________________________________________________
 PQ1095* NAD 83(1996) POSITION- 44 22 13.24305(N) 095 52 46.80018(W)   ADJUSTED  
 PQ1095* NAVD 88 ORTHO HEIGHT -   434.10   (+/-2cm)    1424.2   (feet) VERTCON   
 PQ1095  ______________________________________________________________________
 PQ1095  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 PQ1095  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC09
 PQ1095  HORZ ORDER      -  THIRD
 PQ1095  VERT ORDER      -  THIRD ? (See Below)
 PQ1095
 PQ1095.The horizontal coordinates were established by classical geodetic methods
 PQ1095.and adjusted by the National Geodetic Survey in March 1999.
 PQ1095.
 PQ1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1095
 PQ1095.The vertical order pertains to the NGVD 29 superseded value.
 PQ1095
 PQ1095.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1095
 PQ1095. The following values were computed from the NAD 83(1996) position.
 PQ1095
 PQ1095;                    North         East     Units Scale Factor Converg.
 PQ1095;SPC MN S     -   253,983.088   650,204.516   MT  0.99992465   -1 19 03.0
 PQ1095;SPC MN S     -   833,276.18  2,133,212.65   sFT  0.99992465   -1 19 03.0
 PQ1095;UTM  15      - 4,917,041.251   270,563.973   MT  1.00024743   -2 00 52.6
 PQ1095
 PQ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1095!SPC MN S     -   0.99993613  x   0.99992465  =   0.99986078
 PQ1095!UTM  15      -   0.99993613  x   1.00024743  =   1.00018354
 PQ1095
 PQ1095                          SUPERSEDED SURVEY CONTROL
 PQ1095
 PQ1095  NAD 83(1996)-  44 22 13.23718(N)    095 52 46.79796(W) AD(       ) 3
 PQ1095  NAD 83(1986)-  44 22 13.23678(N)    095 52 46.79007(W) AD(       ) 3
 PQ1095  NAD 27      -  44 22 13.36935(N)    095 52 45.69587(W) AD(       ) 3
 PQ1095  NGVD 29 (07/19/86)  433.88   (m)         1423.5    (f) LEVELING    3  
 PQ1095
 PQ1095.Superseded values are not recommended for survey control.
 PQ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1095.See file dsdata.txt to determine how the superseded data were derived.
 PQ1095
 PQ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7056317041(NAD 83)
 PQ1095
 PQ1095_MARKER: DB = BENCH MARK DISK
 PQ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1095_STAMPING: 26 T 1960 1423
 PQ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1095+STABILITY: SURFACE MOTION
 PQ1095
 PQ1095  HISTORY     - Date     Condition        Report By
 PQ1095  HISTORY     - 1960     MONUMENTED       USGS
 PQ1095
 PQ1095                          STATION DESCRIPTION
 PQ1095
 PQ1095'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1095'MARSHALL,5.5 MILE S AND 4 MILE W OF. 723 FT W,50 FT S AND 11 FT HIGHER
 PQ1095'THAN T-ROAD W AT NE CORNER OF SECTION 3,T.110N,R.42W,50 FT S AND 24 FT
 PQ1095'E OF FIELD ENTRANCE S. IN A CONCRETE POST A STANDARD TABLET STAMPED
 PQ1095'---26 T 1960 1423 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7972 ***********************************************************************
 DH7972  DESIGNATION -  26 TPA
 DH7972  PID         -  DH7972
 DH7972  STATE/COUNTY-  MN/BELTRAMI
 DH7972  COUNTRY     -  US
 DH7972  USGS QUAD   -  RED LAKE (1972)
 DH7972
 DH7972                         *CURRENT SURVEY CONTROL
 DH7972  ______________________________________________________________________
 DH7972* NAD 83(1986) POSITION- 47 47 20.1    (N) 095 03 55.1    (W)   HD_HELD2  
 DH7972* NAVD 88 ORTHO HEIGHT -   407.966  (meters)    1338.47  (feet) ADJUSTED  
 DH7972  ______________________________________________________________________
 DH7972  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DH7972  DYNAMIC HEIGHT  -        408.027 (meters)     1338.67  (feet) COMP
 DH7972  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 DH7972
 DH7972  VERT ORDER      -  SECOND    CLASS I
 DH7972
 DH7972.The horizontal coordinates were established by autonomous hand held GPS
 DH7972.observations and have an estimated accuracy of +/- 10 meters.
 DH7972.
 DH7972.The orthometric height was determined by differential leveling and
 DH7972.adjusted in October 2007.
 DH7972
 DH7972.The dynamic height is computed by dividing the NAVD 88
 DH7972.geopotential number by the normal gravity value computed on the
 DH7972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7972.degrees latitude (g = 980.6199 gals.).
 DH7972
 DH7972.The modeled gravity was interpolated from observed gravity values.
 DH7972
 DH7972;                    North         East    Units  Estimated Accuracy
 DH7972;SPC MN N     -   245,165.      652,771.      MT  (+/- 10 meters HH2 GPS)
 DH7972
 DH7972                          SUPERSEDED SURVEY CONTROL
 DH7972
 DH7972  NAVD 88 (03/21/06)  408.016  (m)         1338.63   (f) SUPERSEDED  2 1
 DH7972
 DH7972.Superseded values are not recommended for survey control.
 DH7972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7972.See file dsdata.txt to determine how the superseded data were derived.
 DH7972
 DH7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4531394905(NAD 83)
 DH7972
 DH7972_MARKER: DV = VERTICAL CONTROL DISK
 DH7972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH7972_STAMPING: 26 TPA 1972
 DH7972_MARK LOGO: USGS  
 DH7972_PROJECTION: FLUSH
 DH7972_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7972+SATELLITE: SATELLITE OBSERVATIONS - 1972
 DH7972_ROD/PIPE-DEPTH:  3.0 meters
 DH7972
 DH7972  HISTORY     - Date     Condition        Report By
 DH7972  HISTORY     - 1972     MONUMENTED       USGS
 DH7972
 DH7972                          STATION DESCRIPTION
 DH7972
 DH7972'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DH7972'2.4 MILES WEST OF JUNCTION TRUNK HIGHWAY 89 AND COUNTY ROAD 32, 2.0
 DH7972'MILES WEST OF ISLAND LAKE COMMUNITY, 77.0 FEET SOUTH OF COUNTY ROAD
 DH7972'32, 73.7 FEET SOUTHEAST OF NO PASSING SIGN, 30.0 FEET EAST OF TRAIL,
 DH7972'0.5 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7355 ***********************************************************************
 DK7355  DESIGNATION -  2601 A
 DK7355  PID         -  DK7355
 DK7355  STATE/COUNTY-  MN/GRANT
 DK7355  COUNTRY     -  US
 DK7355  USGS QUAD   -  HERMAN (1973)
 DK7355
 DK7355                         *CURRENT SURVEY CONTROL
 DK7355  ______________________________________________________________________
 DK7355* NAD 83(1986) POSITION- 45 49 01.22   (N) 096 09 03.73   (W)   HD_HELD1  
 DK7355* NAVD 88 ORTHO HEIGHT -   326.588  (meters)    1071.48  (feet) ADJUSTED  
 DK7355  ______________________________________________________________________
 DK7355  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 DK7355  DYNAMIC HEIGHT  -        326.584 (meters)     1071.47  (feet) COMP
 DK7355  MODELED GRAVITY -    980,593.7   (mgal)                       NAVD 88
 DK7355
 DK7355  VERT ORDER      -  SECOND    CLASS I
 DK7355
 DK7355.The horizontal coordinates were established by differentially corrected
 DK7355.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7355.
 DK7355.The orthometric height was determined by differential leveling and
 DK7355.adjusted in April 2009.
 DK7355
 DK7355.No vertical observational check was made to the station.
 DK7355
 DK7355.Photographs are available for this station.
 DK7355
 DK7355.The dynamic height is computed by dividing the NAVD 88
 DK7355.geopotential number by the normal gravity value computed on the
 DK7355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7355.degrees latitude (g = 980.6199 gals.).
 DK7355
 DK7355.The modeled gravity was interpolated from observed gravity values.
 DK7355
 DK7355;                    North         East    Units  Estimated Accuracy
 DK7355;SPC MN C     -   192,580.1     652,274.5     MT  (+/- 3 meters HH1 GPS) 
 DK7355
 DK7355                          SUPERSEDED SURVEY CONTROL
 DK7355
 DK7355.No superseded survey control is available for this station.
 DK7355
 DK7355_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2132577663(NAD 83)
 DK7355
 DK7355_MARKER: DD = SURVEY DISK
 DK7355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7355_STAMPING: 2601 A 2006
 DK7355_MARK LOGO: MNDT  
 DK7355_PROJECTION: FLUSH
 DK7355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7355+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7355_ROD/PIPE-DEPTH:  9.1 meters
 DK7355
 DK7355  HISTORY     - Date     Condition        Report By
 DK7355  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7355
 DK7355                          STATION DESCRIPTION
 DK7355
 DK7355'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7355'THE MARK IS 0.7 MI (1.1 KM) NORTH-NORTHWEST OF HERMAN, 0.7 MI (1.1 KM)
 DK7355'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7355'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7355'POINT 80.78, 64.0 FT (19.5 M) EAST-NORTHEAST OF TRUNK HIGHWAY 9, 41.5
 DK7355'FT (12.6 M) EAST OF 290TH AVENUE, 27.4 FT (8.4 M) SOUTH-SOUTHEAST OF
 DK7355'POWER POLE, 0.8 FT (0.2 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7356 ***********************************************************************
 DK7356  DESIGNATION -  2601 B
 DK7356  PID         -  DK7356
 DK7356  STATE/COUNTY-  MN/GRANT
 DK7356  COUNTRY     -  US
 DK7356  USGS QUAD   -  HERMAN (1973)
 DK7356
 DK7356                         *CURRENT SURVEY CONTROL
 DK7356  ______________________________________________________________________
 DK7356* NAD 83(1986) POSITION- 45 49 44.85   (N) 096 09 42.16   (W)   HD_HELD1  
 DK7356* NAVD 88 ORTHO HEIGHT -   324.626  (meters)    1065.04  (feet) ADJUSTED  
 DK7356  ______________________________________________________________________
 DK7356  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 DK7356  DYNAMIC HEIGHT  -        324.623 (meters)     1065.03  (feet) COMP
 DK7356  MODELED GRAVITY -    980,594.4   (mgal)                       NAVD 88
 DK7356
 DK7356  VERT ORDER      -  SECOND    CLASS I
 DK7356
 DK7356.The horizontal coordinates were established by differentially corrected
 DK7356.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7356.
 DK7356.The orthometric height was determined by differential leveling and
 DK7356.adjusted in April 2009.
 DK7356
 DK7356.No vertical observational check was made to the station.
 DK7356
 DK7356.Photographs are available for this station.
 DK7356
 DK7356.The dynamic height is computed by dividing the NAVD 88
 DK7356.geopotential number by the normal gravity value computed on the
 DK7356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7356.degrees latitude (g = 980.6199 gals.).
 DK7356
 DK7356.The modeled gravity was interpolated from observed gravity values.
 DK7356
 DK7356;                    North         East    Units  Estimated Accuracy
 DK7356;SPC MN C     -   193,946.7     651,477.6     MT  (+/- 3 meters HH1 GPS) 
 DK7356
 DK7356                          SUPERSEDED SURVEY CONTROL
 DK7356
 DK7356.No superseded survey control is available for this station.
 DK7356
 DK7356_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2044878980(NAD 83)
 DK7356
 DK7356_MARKER: DD = SURVEY DISK
 DK7356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7356_STAMPING: 2601 B 2006
 DK7356_MARK LOGO: MNDT  
 DK7356_PROJECTION: FLUSH
 DK7356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7356+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7356_ROD/PIPE-DEPTH:  6.1 meters
 DK7356
 DK7356  HISTORY     - Date     Condition        Report By
 DK7356  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7356
 DK7356                          STATION DESCRIPTION
 DK7356
 DK7356'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7356'THE MARK IS 1.70 MI (2.7 KM) NORTH-NORTHWEST OF HERMAN, 1.68 MI (2.7
 DK7356'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7356'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7356'POINT 81.2, 72.8 FT (22.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 9, 2.2 FT
 DK7356'(0.7 M) WEST-SOUTHWEST OF BARBED WIRE FENCE, 1.0 FT (0.3 M) SOUTHWEST
 DK7356'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7357 ***********************************************************************
 DK7357  DESIGNATION -  2601 C
 DK7357  PID         -  DK7357
 DK7357  STATE/COUNTY-  MN/GRANT
 DK7357  COUNTRY     -  US
 DK7357  USGS QUAD   -  HERMAN (1973)
 DK7357
 DK7357                         *CURRENT SURVEY CONTROL
 DK7357  ______________________________________________________________________
 DK7357* NAD 83(1986) POSITION- 45 50 25.76   (N) 096 10 18.43   (W)   HD_HELD1  
 DK7357* NAVD 88 ORTHO HEIGHT -   320.301  (meters)    1050.85  (feet) ADJUSTED  
 DK7357  ______________________________________________________________________
 DK7357  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DK7357  DYNAMIC HEIGHT  -        320.297 (meters)     1050.84  (feet) COMP
 DK7357  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 DK7357
 DK7357  VERT ORDER      -  SECOND    CLASS I
 DK7357
 DK7357.The horizontal coordinates were established by differentially corrected
 DK7357.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7357.
 DK7357.The orthometric height was determined by differential leveling and
 DK7357.adjusted in April 2009.
 DK7357
 DK7357.No vertical observational check was made to the station.
 DK7357
 DK7357.Photographs are available for this station.
 DK7357
 DK7357.The dynamic height is computed by dividing the NAVD 88
 DK7357.geopotential number by the normal gravity value computed on the
 DK7357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7357.degrees latitude (g = 980.6199 gals.).
 DK7357
 DK7357.The modeled gravity was interpolated from observed gravity values.
 DK7357
 DK7357;                    North         East    Units  Estimated Accuracy
 DK7357;SPC MN C     -   195,228.3     650,725.7     MT  (+/- 3 meters HH1 GPS) 
 DK7357
 DK7357                          SUPERSEDED SURVEY CONTROL
 DK7357
 DK7357.No superseded survey control is available for this station.
 DK7357
 DK7357_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1962180215(NAD 83)
 DK7357
 DK7357_MARKER: DD = SURVEY DISK
 DK7357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7357_STAMPING: 2601 C 2006
 DK7357_MARK LOGO: MNDT  
 DK7357_PROJECTION: FLUSH
 DK7357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7357+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7357_ROD/PIPE-DEPTH:  4.6 meters
 DK7357
 DK7357  HISTORY     - Date     Condition        Report By
 DK7357  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7357
 DK7357                          STATION DESCRIPTION
 DK7357
 DK7357'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7357'THE MARK IS 2.6 MI (4.2 KM) NORTH-NORTHWEST OF HERMAN, 2.6 MI (4.2 KM)
 DK7357'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7357'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7357'POINT 82.15, 69.7 FT (21.2 M) EAST-NORTHEAST OF TRUNK HIGHWAY 9, 35.4
 DK7357'FT (10.8 M) EAST-SOUTHEAST OF 300TH AVENUE, 5.4 FT (1.6 M)
 DK7357'WEST-SOUTHWEST OF RIGHT OF WAY POST, 0.9 FT (0.3 M) SOUTHWEST OF A
 DK7357'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7369 ***********************************************************************
 DK7369  DESIGNATION -  2601 CC
 DK7369  PID         -  DK7369
 DK7369  STATE/COUNTY-  MN/TRAVERSE
 DK7369  COUNTRY     -  US
 DK7369  USGS QUAD   -  CHARLESVILLE (1974)
 DK7369
 DK7369                         *CURRENT SURVEY CONTROL
 DK7369  ______________________________________________________________________
 DK7369* NAD 83(1986) POSITION- 45 56 04.35   (N) 096 15 19.23   (W)   HD_HELD1  
 DK7369* NAVD 88 ORTHO HEIGHT -   309.470  (meters)    1015.32  (feet) ADJUSTED  
 DK7369  ______________________________________________________________________
 DK7369  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DK7369  DYNAMIC HEIGHT  -        309.466 (meters)     1015.31  (feet) COMP
 DK7369  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 DK7369
 DK7369  VERT ORDER      -  SECOND    CLASS I
 DK7369
 DK7369.The horizontal coordinates were established by differentially corrected
 DK7369.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7369.
 DK7369.The orthometric height was determined by differential leveling and
 DK7369.adjusted in April 2009.
 DK7369
 DK7369.No vertical observational check was made to the station.
 DK7369
 DK7369.Photographs are available for this station.
 DK7369
 DK7369.The dynamic height is computed by dividing the NAVD 88
 DK7369.geopotential number by the normal gravity value computed on the
 DK7369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7369.degrees latitude (g = 980.6199 gals.).
 DK7369
 DK7369.The modeled gravity was interpolated from observed gravity values.
 DK7369
 DK7369;                    North         East    Units  Estimated Accuracy
 DK7369;SPC MN C     -   205,839.2     644,501.5     MT  (+/- 3 meters HH1 GPS) 
 DK7369
 DK7369                          SUPERSEDED SURVEY CONTROL
 DK7369
 DK7369.No superseded survey control is available for this station.
 DK7369
 DK7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1277390437(NAD 83)
 DK7369
 DK7369_MARKER: DB = BENCH MARK DISK
 DK7369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7369_SP_SET: BRIDGE HEADWALL
 DK7369_STAMPING: 2601 CC 1952
 DK7369_MARK LOGO: MNHD  
 DK7369_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7369+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7369
 DK7369  HISTORY     - Date     Condition        Report By
 DK7369  HISTORY     - 1952     MONUMENTED       MNHD
 DK7369  HISTORY     - 20051206 GOOD             MNDT
 DK7369
 DK7369                          STATION DESCRIPTION
 DK7369
 DK7369'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7369'THE MARK IS 1.2 MI (1.9 KM) SOUTHEAST OF CHARLESVILLE, 1.2 MI (1.9 KM)
 DK7369'SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7369'AND COUNTY ROAD 18 IN CHARLESVILLE, AT TRUNK HIGHWAY 9 MILE POINT
 DK7369'89.8, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 9 BRIDGE HEADWALL, 57 FT
 DK7369'(17.4 M) NORTHEAST OF TRUNK HIGHWAY 9, 11.0 FT (3.4 M) SOUTHEAST OF
 DK7369'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7358 ***********************************************************************
 DK7358  DESIGNATION -  2601 D
 DK7358  PID         -  DK7358
 DK7358  STATE/COUNTY-  MN/GRANT
 DK7358  COUNTRY     -  US
 DK7358  USGS QUAD   -  HERMAN (1973)
 DK7358
 DK7358                         *CURRENT SURVEY CONTROL
 DK7358  ______________________________________________________________________
 DK7358* NAD 83(1986) POSITION- 45 51 08.07   (N) 096 10 56.09   (W)   HD_HELD1  
 DK7358* NAVD 88 ORTHO HEIGHT -   318.595  (meters)    1045.26  (feet) ADJUSTED  
 DK7358  ______________________________________________________________________
 DK7358  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 DK7358  DYNAMIC HEIGHT  -        318.591 (meters)     1045.24  (feet) COMP
 DK7358  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 DK7358
 DK7358  VERT ORDER      -  SECOND    CLASS I
 DK7358
 DK7358.The horizontal coordinates were established by differentially corrected
 DK7358.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7358.
 DK7358.The orthometric height was determined by differential leveling and
 DK7358.adjusted in April 2009.
 DK7358
 DK7358.No vertical observational check was made to the station.
 DK7358
 DK7358.Photographs are available for this station.
 DK7358
 DK7358.The dynamic height is computed by dividing the NAVD 88
 DK7358.geopotential number by the normal gravity value computed on the
 DK7358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7358.degrees latitude (g = 980.6199 gals.).
 DK7358
 DK7358.The modeled gravity was interpolated from observed gravity values.
 DK7358
 DK7358;                    North         East    Units  Estimated Accuracy
 DK7358;SPC MN C     -   196,553.9     649,945.1     MT  (+/- 3 meters HH1 GPS) 
 DK7358
 DK7358                          SUPERSEDED SURVEY CONTROL
 DK7358
 DK7358.No superseded survey control is available for this station.
 DK7358
 DK7358_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1876281492(NAD 83)
 DK7358
 DK7358_MARKER: DD = SURVEY DISK
 DK7358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7358_STAMPING: 2601 D 2006
 DK7358_MARK LOGO: MNDT  
 DK7358_PROJECTION: FLUSH
 DK7358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7358+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7358_ROD/PIPE-DEPTH:  6.1 meters
 DK7358
 DK7358  HISTORY     - Date     Condition        Report By
 DK7358  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7358
 DK7358                          STATION DESCRIPTION
 DK7358
 DK7358'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7358'THE MARK IS 3.50 MI (5.6 KM) NORTH-NORTHWEST OF HERMAN, 3.50
 DK7358'MILES(5.63 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION
 DK7358'OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9
 DK7358'MILE POINT 83.1, 58.7 FT (17.9 M) NORTHEAST OF TRUNK HIGHWAY 9, 30.1
 DK7358'FT (9.2 M) SOUTH-SOUTHEAST OF A FIELD ENTRANCE, 0.7 FT (0.2 M)
 DK7358'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7359 ***********************************************************************
 DK7359  DESIGNATION -  2601 E
 DK7359  PID         -  DK7359
 DK7359  STATE/COUNTY-  MN/GRANT
 DK7359  COUNTRY     -  US
 DK7359  USGS QUAD   -  HERMAN (1973)
 DK7359
 DK7359                         *CURRENT SURVEY CONTROL
 DK7359  ______________________________________________________________________
 DK7359* NAD 83(1986) POSITION- 45 51 51.27   (N) 096 11 35.32   (W)   HD_HELD1  
 DK7359* NAVD 88 ORTHO HEIGHT -   316.962  (meters)    1039.90  (feet) ADJUSTED  
 DK7359  ______________________________________________________________________
 DK7359  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DK7359  DYNAMIC HEIGHT  -        316.959 (meters)     1039.89  (feet) COMP
 DK7359  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DK7359
 DK7359  VERT ORDER      -  SECOND    CLASS I
 DK7359
 DK7359.The horizontal coordinates were established by differentially corrected
 DK7359.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7359.
 DK7359.The orthometric height was determined by differential leveling and
 DK7359.adjusted in April 2009.
 DK7359
 DK7359.No vertical observational check was made to the station.
 DK7359
 DK7359.Photographs are available for this station.
 DK7359
 DK7359.The dynamic height is computed by dividing the NAVD 88
 DK7359.geopotential number by the normal gravity value computed on the
 DK7359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7359.degrees latitude (g = 980.6199 gals.).
 DK7359
 DK7359.The modeled gravity was interpolated from observed gravity values.
 DK7359
 DK7359;                    North         East    Units  Estimated Accuracy
 DK7359;SPC MN C     -   197,908.0     649,131.8     MT  (+/- 3 meters HH1 GPS) 
 DK7359
 DK7359                          SUPERSEDED SURVEY CONTROL
 DK7359
 DK7359.No superseded survey control is available for this station.
 DK7359
 DK7359_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1786982795(NAD 83)
 DK7359
 DK7359_MARKER: DD = SURVEY DISK
 DK7359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7359_STAMPING: 2601 E 2006
 DK7359_MARK LOGO: MNDT  
 DK7359_PROJECTION: FLUSH
 DK7359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7359+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7359_ROD/PIPE-DEPTH:  7.6 meters
 DK7359
 DK7359  HISTORY     - Date     Condition        Report By
 DK7359  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7359
 DK7359                          STATION DESCRIPTION
 DK7359
 DK7359'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7359'THE MARK IS 0.40 MI (0.6 KM) SOUTH-SOUTHEAST OF NORCROSS, 0.40 MI (0.6
 DK7359'KM) SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7359'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7359'84.1, 148.6 FT (45.3 M) NORTH-NORTHWEST OF 130TH AVENUE, 53.7 FT (16.4
 DK7359'M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.1 FT (0.3 M) NORTHEAST OF A
 DK7359'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7360 ***********************************************************************
 DK7360  DESIGNATION -  2601 E 1
 DK7360  PID         -  DK7360
 DK7360  STATE/COUNTY-  MN/GRANT
 DK7360  COUNTRY     -  US
 DK7360  USGS QUAD   -  HERMAN NW (1973)
 DK7360
 DK7360                         *CURRENT SURVEY CONTROL
 DK7360  ______________________________________________________________________
 DK7360* NAD 83(1986) POSITION- 45 53 14.4    (N) 096 11 35.6    (W)   HD_HELD2  
 DK7360* NAVD 88 ORTHO HEIGHT -   315.800  (meters)    1036.09  (feet) ADJUSTED  
 DK7360  ______________________________________________________________________
 DK7360  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 DK7360  DYNAMIC HEIGHT  -        315.797 (meters)     1036.08  (feet) COMP
 DK7360  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 DK7360
 DK7360  VERT ORDER      -  SECOND    CLASS I
 DK7360
 DK7360.The horizontal coordinates were established by autonomous hand held GPS
 DK7360.observations and have an estimated accuracy of +/- 10 meters.
 DK7360.
 DK7360.The orthometric height was determined by differential leveling and
 DK7360.adjusted in April 2009.
 DK7360
 DK7360.No vertical observational check was made to the station.
 DK7360
 DK7360.The dynamic height is computed by dividing the NAVD 88
 DK7360.geopotential number by the normal gravity value computed on the
 DK7360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7360.degrees latitude (g = 980.6199 gals.).
 DK7360
 DK7360.The modeled gravity was interpolated from observed gravity values.
 DK7360
 DK7360;                    North         East    Units  Estimated Accuracy
 DK7360;SPC MN C     -   200,474.      649,189.      MT  (+/- 10 meters HH2 GPS)
 DK7360
 DK7360                          SUPERSEDED SURVEY CONTROL
 DK7360
 DK7360.No superseded survey control is available for this station.
 DK7360
 DK7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1777385360(NAD 83)
 DK7360
 DK7360_MARKER: DD = SURVEY DISK
 DK7360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7360_STAMPING: 2601 E 1 2006
 DK7360_MARK LOGO: MNDT  
 DK7360_PROJECTION: RECESSED 5 CENTIMETERS
 DK7360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7360+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7360_ROD/PIPE-DEPTH:  6.1 meters
 DK7360
 DK7360  HISTORY     - Date     Condition        Report By
 DK7360  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7360
 DK7360                          STATION DESCRIPTION
 DK7360
 DK7360'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7360'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF TINTAH, 6.0
 DK7360'MI (9.7 KM) NORTH-NORTHWEST OF HERMAN AND 5.6 MI (9.0 KM) SOUTHEAST OF
 DK7360'CHARLESVILLE, 1.2 MI (1.9 KM) NORTHEAST OF NORCROSS, 0.5 MI (0.8 KM)
 DK7360'NORTH-NORTHEAST ALONG COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY ROAD 8
 DK7360'AND TRUNK HIGHWAY 9 IN NORCROSS TO TRUNK HIGHWAY 9 MILE POINT 84.5,
 DK7360'THENCE 0.80 MI (1.3 KM) NORTH ON COUNTY ROAD 1,
 DK7360' 
 DK7360'31.6 FT (9.6 M) WEST OF COUNTY ROAD 1, 16.0 FT (4.9 M) NORTH OF A
 DK7360'FIELD ENTRANCE, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7361 ***********************************************************************
 DK7361  DESIGNATION -  2601 E 2
 DK7361  PID         -  DK7361
 DK7361  STATE/COUNTY-  MN/GRANT
 DK7361  COUNTRY     -  US
 DK7361  USGS QUAD   -  HERMAN NW (1973)
 DK7361
 DK7361                         *CURRENT SURVEY CONTROL
 DK7361  ______________________________________________________________________
 DK7361* NAD 83(1986) POSITION- 45 54 43.7    (N) 096 11 34.7    (W)   HD_HELD2  
 DK7361* NAVD 88 ORTHO HEIGHT -   312.634  (meters)    1025.70  (feet) ADJUSTED  
 DK7361  ______________________________________________________________________
 DK7361  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 DK7361  DYNAMIC HEIGHT  -        312.631 (meters)     1025.69  (feet) COMP
 DK7361  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 DK7361
 DK7361  VERT ORDER      -  SECOND    CLASS I
 DK7361
 DK7361.The horizontal coordinates were established by autonomous hand held GPS
 DK7361.observations and have an estimated accuracy of +/- 10 meters.
 DK7361.
 DK7361.The orthometric height was determined by differential leveling and
 DK7361.adjusted in April 2009.
 DK7361
 DK7361.No vertical observational check was made to the station.
 DK7361
 DK7361.Photographs are available for this station.
 DK7361
 DK7361.The dynamic height is computed by dividing the NAVD 88
 DK7361.geopotential number by the normal gravity value computed on the
 DK7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7361.degrees latitude (g = 980.6199 gals.).
 DK7361
 DK7361.The modeled gravity was interpolated from observed gravity values.
 DK7361
 DK7361;                    North         East    Units  Estimated Accuracy
 DK7361;SPC MN C     -   203,230.      649,276.      MT  (+/- 10 meters HH2 GPS)
 DK7361
 DK7361                          SUPERSEDED SURVEY CONTROL
 DK7361
 DK7361.No superseded survey control is available for this station.
 DK7361
 DK7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1769588117(NAD 83)
 DK7361
 DK7361_MARKER: DD = SURVEY DISK
 DK7361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7361_STAMPING: 2601 E 2 2006
 DK7361_MARK LOGO: MNDT  
 DK7361_PROJECTION: FLUSH
 DK7361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7361+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7361_ROD/PIPE-DEPTH:  6.1 meters
 DK7361
 DK7361  HISTORY     - Date     Condition        Report By
 DK7361  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7361
 DK7361                          STATION DESCRIPTION
 DK7361
 DK7361'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7361'THE MARK IS 3.0 MI (4.8 KM) NORTH-NORTHEAST OF NORCROSS, 0.5 MI (0.8
 DK7361'KM) NORTH-NORTHEAST ALONG COUNTY ROAD 8 FROM THE JUNCTION OF COUNTY
 DK7361'ROAD 8 AND TRUNK HIGHWAY 9 IN NORCROSS TO TRUNK HIGHWAY 9 MILE POINT
 DK7361'84.5, THENCE 2.6 MI (4.2 KM) NORTH ON COUNTY ROAD 1, 37.4 FT (11.4 M)
 DK7361'EAST OF COUNTY ROAD 1, 14.4 FT (4.4 M) WEST OF POWER POLE, 0.6 FT (0.2
 DK7361'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7364 ***********************************************************************
 DK7364  DESIGNATION -  2601 F
 DK7364  PID         -  DK7364
 DK7364  STATE/COUNTY-  MN/GRANT
 DK7364  COUNTRY     -  US
 DK7364  USGS QUAD   -  HERMAN NW (1973)
 DK7364
 DK7364                         *CURRENT SURVEY CONTROL
 DK7364  ______________________________________________________________________
 DK7364* NAD 83(1986) POSITION- 45 52 33.6    (N) 096 12 14.3    (W)   HD_HELD2  
 DK7364* NAVD 88 ORTHO HEIGHT -   313.952  (meters)    1030.02  (feet) ADJUSTED  
 DK7364  ______________________________________________________________________
 DK7364  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DK7364  DYNAMIC HEIGHT  -        313.949 (meters)     1030.01  (feet) COMP
 DK7364  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK7364
 DK7364  VERT ORDER      -  SECOND    CLASS I
 DK7364
 DK7364.The horizontal coordinates were established by autonomous hand held GPS
 DK7364.observations and have an estimated accuracy of +/- 10 meters.
 DK7364.
 DK7364.The orthometric height was determined by differential leveling and
 DK7364.adjusted in April 2009.
 DK7364
 DK7364.No vertical observational check was made to the station.
 DK7364
 DK7364.Photographs are available for this station.
 DK7364
 DK7364.The dynamic height is computed by dividing the NAVD 88
 DK7364.geopotential number by the normal gravity value computed on the
 DK7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7364.degrees latitude (g = 980.6199 gals.).
 DK7364
 DK7364.The modeled gravity was interpolated from observed gravity values.
 DK7364
 DK7364;                    North         East    Units  Estimated Accuracy
 DK7364;SPC MN C     -   199,235.      648,323.      MT  (+/- 10 meters HH2 GPS)
 DK7364
 DK7364                          SUPERSEDED SURVEY CONTROL
 DK7364
 DK7364.No superseded survey control is available for this station.
 DK7364
 DK7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1698384072(NAD 83)
 DK7364
 DK7364_MARKER: DD = SURVEY DISK
 DK7364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7364_STAMPING: 2601 F 2006
 DK7364_MARK LOGO: MNDT  
 DK7364_PROJECTION: FLUSH
 DK7364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7364+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7364_ROD/PIPE-DEPTH:  9.1 meters
 DK7364
 DK7364  HISTORY     - Date     Condition        Report By
 DK7364  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7364
 DK7364                          STATION DESCRIPTION
 DK7364
 DK7364'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7364'THE MARK IS 0.55 MI (0.9 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9FROM
 DK7364'THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT
 DK7364'TRUNK HIGHWAY 9 MILE POINT 85.05, 66.0 FT (20.1 M) WEST-SOUTHWEST OF
 DK7364'TRUNK HIGHWAY 9, 41.9 FT (12.8 M) EAST-NORTHEAST OF EAST RAIL OF
 DK7364'RAILROAD TRACK, 35.8 FT (10.9 M) NORTH-NORTHWEST OF 180TH STREET, 1.0
 DK7364'FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7365 ***********************************************************************
 DK7365  DESIGNATION -  2601 G
 DK7365  PID         -  DK7365
 DK7365  STATE/COUNTY-  MN/GRANT
 DK7365  COUNTRY     -  US
 DK7365  USGS QUAD   -  HERMAN NW (1973)
 DK7365
 DK7365                         *CURRENT SURVEY CONTROL
 DK7365  ______________________________________________________________________
 DK7365* NAD 83(1986) POSITION- 45 53 13.3    (N) 096 12 48.3    (W)   HD_HELD2  
 DK7365* NAVD 88 ORTHO HEIGHT -   314.738  (meters)    1032.60  (feet) ADJUSTED  
 DK7365  ______________________________________________________________________
 DK7365  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DK7365  DYNAMIC HEIGHT  -        314.734 (meters)     1032.59  (feet) COMP
 DK7365  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK7365
 DK7365  VERT ORDER      -  SECOND    CLASS I
 DK7365
 DK7365.The horizontal coordinates were established by autonomous hand held GPS
 DK7365.observations and have an estimated accuracy of +/- 10 meters.
 DK7365.
 DK7365.The orthometric height was determined by differential leveling and
 DK7365.adjusted in April 2009.
 DK7365
 DK7365.No vertical observational check was made to the station.
 DK7365
 DK7365.The dynamic height is computed by dividing the NAVD 88
 DK7365.geopotential number by the normal gravity value computed on the
 DK7365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7365.degrees latitude (g = 980.6199 gals.).
 DK7365
 DK7365.The modeled gravity was interpolated from observed gravity values.
 DK7365
 DK7365;                    North         East    Units  Estimated Accuracy
 DK7365;SPC MN C     -   200,479.      647,621.      MT  (+/- 10 meters HH2 GPS)
 DK7365
 DK7365                          SUPERSEDED SURVEY CONTROL
 DK7365
 DK7365.No superseded survey control is available for this station.
 DK7365
 DK7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1620785271(NAD 83)
 DK7365
 DK7365_MARKER: DD = SURVEY DISK
 DK7365_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7365_SP_SET: BRIDGE ABUTMENT
 DK7365_STAMPING: 2601 G 2006
 DK7365_MARK LOGO: MNDT  
 DK7365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7365+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7365
 DK7365  HISTORY     - Date     Condition        Report By
 DK7365  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7365
 DK7365                          STATION DESCRIPTION
 DK7365
 DK7365'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7365'THE MARK IS 1.45 MI (2.3 KM) NORTH-NORTHWEST OF NORCROSS, IN ABUTMENT
 DK7365'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 9 BRIDGE NUMBER 6686 OVER
 DK7365'MUSTINKA RIVER, 1.45 MI (2.3 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9
 DK7365'FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT
 DK7365'TRUNK HIGHWAY 9 MILE POINT 85.9, 0.05 MI (0.1 KM) SOUTH-SOUTHEAST OF
 DK7365'320TH AVENUE, 18.4 FT (5.6 M) NORTHEAST OF TRUNK HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7366 ***********************************************************************
 DK7366  DESIGNATION -  2601 H
 DK7366  PID         -  DK7366
 DK7366  STATE/COUNTY-  MN/GRANT
 DK7366  COUNTRY     -  US
 DK7366  USGS QUAD   -  HERMAN NW (1973)
 DK7366
 DK7366                         *CURRENT SURVEY CONTROL
 DK7366  ______________________________________________________________________
 DK7366* NAD 83(1986) POSITION- 45 54 01.8    (N) 096 13 32.4    (W)   HD_HELD2  
 DK7366* NAVD 88 ORTHO HEIGHT -   311.286  (meters)    1021.28  (feet) ADJUSTED  
 DK7366  ______________________________________________________________________
 DK7366  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 DK7366  DYNAMIC HEIGHT  -        311.283 (meters)     1021.27  (feet) COMP
 DK7366  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DK7366
 DK7366  VERT ORDER      -  SECOND    CLASS I
 DK7366
 DK7366.The horizontal coordinates were established by autonomous hand held GPS
 DK7366.observations and have an estimated accuracy of +/- 10 meters.
 DK7366.
 DK7366.The orthometric height was determined by differential leveling and
 DK7366.adjusted in April 2009.
 DK7366
 DK7366.No vertical observational check was made to the station.
 DK7366
 DK7366.Photographs are available for this station.
 DK7366
 DK7366.The dynamic height is computed by dividing the NAVD 88
 DK7366.geopotential number by the normal gravity value computed on the
 DK7366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7366.degrees latitude (g = 980.6199 gals.).
 DK7366
 DK7366.The modeled gravity was interpolated from observed gravity values.
 DK7366
 DK7366;                    North         East    Units  Estimated Accuracy
 DK7366;SPC MN C     -   201,999.      646,708.      MT  (+/- 10 meters HH2 GPS)
 DK7366
 DK7366                          SUPERSEDED SURVEY CONTROL
 DK7366
 DK7366.No superseded survey control is available for this station.
 DK7366
 DK7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1520586735(NAD 83)
 DK7366
 DK7366_MARKER: DD = SURVEY DISK
 DK7366_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7366_STAMPING: 2601 H 2006
 DK7366_MARK LOGO: MNDT  
 DK7366_PROJECTION: FLUSH
 DK7366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7366+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7366_ROD/PIPE-DEPTH: 12.2 meters
 DK7366
 DK7366  HISTORY     - Date     Condition        Report By
 DK7366  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7366
 DK7366                          STATION DESCRIPTION
 DK7366
 DK7366'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7366'THE MARK IS 2.5 MI (4.0 KM) NORTH-NORTHWEST OF NORCROSS, 2.5 MI (4.0
 DK7366'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7366'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7366'87.03, 68.4 FT (20.8 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 53.7 FT
 DK7366'(16.4 M) EAST-NORTHEAST OF EAST RAIL OF RAILROAD, 48.5 FT (14.8 M)
 DK7366'NORTH OF A FIELD ENTRANCE, 31.9 FT (9.7 M) SOUTH-SOUTHEAST OF POWER
 DK7366'POLE, 0.8 FT (0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7367 ***********************************************************************
 DK7367  DESIGNATION -  2601 J
 DK7367  PID         -  DK7367
 DK7367  STATE/COUNTY-  MN/GRANT
 DK7367  COUNTRY     -  US
 DK7367  USGS QUAD   -  HERMAN NW (1973)
 DK7367
 DK7367                         *CURRENT SURVEY CONTROL
 DK7367  ______________________________________________________________________
 DK7367* NAD 83(1986) POSITION- 45 54 44.4    (N) 096 14 10.1    (W)   HD_HELD2  
 DK7367* NAVD 88 ORTHO HEIGHT -   309.744  (meters)    1016.22  (feet) ADJUSTED  
 DK7367  ______________________________________________________________________
 DK7367  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 DK7367  DYNAMIC HEIGHT  -        309.740 (meters)     1016.21  (feet) COMP
 DK7367  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DK7367
 DK7367  VERT ORDER      -  SECOND    CLASS I
 DK7367
 DK7367.The horizontal coordinates were established by autonomous hand held GPS
 DK7367.observations and have an estimated accuracy of +/- 10 meters.
 DK7367.
 DK7367.The orthometric height was determined by differential leveling and
 DK7367.adjusted in April 2009.
 DK7367
 DK7367.No vertical observational check was made to the station.
 DK7367
 DK7367.Photographs are available for this station.
 DK7367
 DK7367.The dynamic height is computed by dividing the NAVD 88
 DK7367.geopotential number by the normal gravity value computed on the
 DK7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7367.degrees latitude (g = 980.6199 gals.).
 DK7367
 DK7367.The modeled gravity was interpolated from observed gravity values.
 DK7367
 DK7367;                    North         East    Units  Estimated Accuracy
 DK7367;SPC MN C     -   203,334.      645,928.      MT  (+/- 10 meters HH2 GPS)
 DK7367
 DK7367                          SUPERSEDED SURVEY CONTROL
 DK7367
 DK7367.No superseded survey control is available for this station.
 DK7367
 DK7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1434788022(NAD 83)
 DK7367
 DK7367_MARKER: DD = SURVEY DISK
 DK7367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7367_STAMPING: 2601 J 2006
 DK7367_MARK LOGO: MNDT  
 DK7367_PROJECTION: FLUSH
 DK7367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7367+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7367_ROD/PIPE-DEPTH: 13.7 meters
 DK7367
 DK7367  HISTORY     - Date     Condition        Report By
 DK7367  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7367
 DK7367                          STATION DESCRIPTION
 DK7367
 DK7367'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7367'THE MARK IS 3.5 MI (5.6 KM) NORTH-NORTHWEST OF NORCROSS, 3.5 MI (5.6
 DK7367'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7367'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7367'88.0, 73.6 FT (22.4 M) EAST-NORTHEAST OF EAST RAIL OF RAILROAD TRACKS,
 DK7367'49.0 FT (14.9 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.2 FT (0.4 M)
 DK7367'SOUTH OF RIGHT OF WAY POST, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7368 ***********************************************************************
 DK7368  DESIGNATION -  2601 K
 DK7368  PID         -  DK7368
 DK7368  STATE/COUNTY-  MN/GRANT
 DK7368  COUNTRY     -  US
 DK7368  USGS QUAD   -  HERMAN NW (1973)
 DK7368
 DK7368                         *CURRENT SURVEY CONTROL
 DK7368  ______________________________________________________________________
 DK7368* NAD 83(1986) POSITION- 45 55 28.9    (N) 096 14 50.2    (W)   HD_HELD2  
 DK7368* NAVD 88 ORTHO HEIGHT -   309.195  (meters)    1014.42  (feet) ADJUSTED  
 DK7368  ______________________________________________________________________
 DK7368  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DK7368  DYNAMIC HEIGHT  -        309.191 (meters)     1014.40  (feet) COMP
 DK7368  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 DK7368
 DK7368  VERT ORDER      -  SECOND    CLASS I
 DK7368
 DK7368.The horizontal coordinates were established by autonomous hand held GPS
 DK7368.observations and have an estimated accuracy of +/- 10 meters.
 DK7368.
 DK7368.The orthometric height was determined by differential leveling and
 DK7368.adjusted in April 2009.
 DK7368
 DK7368.No vertical observational check was made to the station.
 DK7368
 DK7368.Photographs are available for this station.
 DK7368
 DK7368.The dynamic height is computed by dividing the NAVD 88
 DK7368.geopotential number by the normal gravity value computed on the
 DK7368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7368.degrees latitude (g = 980.6199 gals.).
 DK7368
 DK7368.The modeled gravity was interpolated from observed gravity values.
 DK7368
 DK7368;                    North         East    Units  Estimated Accuracy
 DK7368;SPC MN C     -   204,729.      645,099.      MT  (+/- 10 meters HH2 GPS)
 DK7368
 DK7368                          SUPERSEDED SURVEY CONTROL
 DK7368
 DK7368.No superseded survey control is available for this station.
 DK7368
 DK7368_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1343689365(NAD 83)
 DK7368
 DK7368_MARKER: DD = SURVEY DISK
 DK7368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7368_STAMPING: 2601 K 2006
 DK7368_MARK LOGO: MNDT  
 DK7368_PROJECTION: FLUSH
 DK7368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7368+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2006
 DK7368_ROD/PIPE-DEPTH:  7.6 meters
 DK7368
 DK7368  HISTORY     - Date     Condition        Report By
 DK7368  HISTORY     - 20060104 MONUMENTED       MNDT
 DK7368
 DK7368                          STATION DESCRIPTION
 DK7368
 DK7368'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7368'THE MARK IS 4.5 MI (7.2 KM) NORTH-NORTHWEST OF NORCROSS, 4.5 MI (7.2
 DK7368'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7368'HIGHWAY 9 AND COUNTY ROAD 8 IN NORCROSS, AT TRUNK HIGHWAY 9 MILE POINT
 DK7368'89.0, 66.5 FT (20.3 M) EAST-NORTHEAST OF EAST RAIL OF RAILROAD TRACK,
 DK7368'55.9 FT (17.0 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 1.1 FT (0.3 M)
 DK7368'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7352 ***********************************************************************
 DK7352  DESIGNATION -  2602 A
 DK7352  PID         -  DK7352
 DK7352  STATE/COUNTY-  MN/GRANT
 DK7352  COUNTRY     -  US
 DK7352  USGS QUAD   -  HERMAN (1973)
 DK7352
 DK7352                         *CURRENT SURVEY CONTROL
 DK7352  ______________________________________________________________________
 DK7352* NAD 83(1986) POSITION- 45 47 57.25   (N) 096 08 09.89   (W)   HD_HELD1  
 DK7352* NAVD 88 ORTHO HEIGHT -   327.305  (meters)    1073.83  (feet) ADJUSTED  
 DK7352  ______________________________________________________________________
 DK7352  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DK7352  DYNAMIC HEIGHT  -        327.300 (meters)     1073.82  (feet) COMP
 DK7352  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 DK7352
 DK7352  VERT ORDER      -  SECOND    CLASS I
 DK7352
 DK7352.The horizontal coordinates were established by differentially corrected
 DK7352.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7352.
 DK7352.The orthometric height was determined by differential leveling and
 DK7352.adjusted in April 2009.
 DK7352
 DK7352.No vertical observational check was made to the station.
 DK7352
 DK7352.Photographs are available for this station.
 DK7352
 DK7352.The dynamic height is computed by dividing the NAVD 88
 DK7352.geopotential number by the normal gravity value computed on the
 DK7352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7352.degrees latitude (g = 980.6199 gals.).
 DK7352
 DK7352.The modeled gravity was interpolated from observed gravity values.
 DK7352
 DK7352;                    North         East    Units  Estimated Accuracy
 DK7352;SPC MN C     -   190,578.0     653,389.4     MT  (+/- 3 meters HH1 GPS) 
 DK7352
 DK7352                          SUPERSEDED SURVEY CONTROL
 DK7352
 DK7352.No superseded survey control is available for this station.
 DK7352
 DK7352_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2255875730(NAD 83)
 DK7352
 DK7352_MARKER: DB = BENCH MARK DISK
 DK7352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7352_STAMPING: 2602 A
 DK7352_MARK LOGO: MNHD  
 DK7352_PROJECTION: FLUSH
 DK7352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7352+STABILITY: SURFACE MOTION
 DK7352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7352+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7352
 DK7352  HISTORY     - Date     Condition        Report By
 DK7352  HISTORY     - 1970     MONUMENTED       MNHD
 DK7352  HISTORY     - 20051206 GOOD             MNDT
 DK7352
 DK7352                          STATION DESCRIPTION
 DK7352
 DK7352'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7352'THE MARK IS 0.75 MI (1.2 KM) SOUTHEAST OF HERMAN, 0.75 MI (1.2 KM)
 DK7352'SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7352'AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE POINT 78.80,
 DK7352'77.8 FT (23.7 M) SOUTHWEST OF TRUNK HIGHWAY 9, 45.4 FT (13.8 M)
 DK7352'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 12.2 FT (3.7 M)
 DK7352'WEST-SOUTHWEST OF TELEPHONE POLE, 0.5 FT (0.2 M) EAST OF A WITNESS
 DK7352'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7351 ***********************************************************************
 DK7351  DESIGNATION -  2602 B
 DK7351  PID         -  DK7351
 DK7351  STATE/COUNTY-  MN/GRANT
 DK7351  COUNTRY     -  US
 DK7351  USGS QUAD   -  HERMAN (1973)
 DK7351
 DK7351                         *CURRENT SURVEY CONTROL
 DK7351  ______________________________________________________________________
 DK7351* NAD 83(1986) POSITION- 45 47 25.19   (N) 096 07 39.22   (W)   HD_HELD1  
 DK7351* NAVD 88 ORTHO HEIGHT -   326.952  (meters)    1072.68  (feet) ADJUSTED  
 DK7351  ______________________________________________________________________
 DK7351  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DK7351  DYNAMIC HEIGHT  -        326.947 (meters)     1072.66  (feet) COMP
 DK7351  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 DK7351
 DK7351  VERT ORDER      -  SECOND    CLASS I
 DK7351
 DK7351.The horizontal coordinates were established by differentially corrected
 DK7351.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7351.
 DK7351.The orthometric height was determined by differential leveling and
 DK7351.adjusted in April 2009.
 DK7351
 DK7351.No vertical observational check was made to the station.
 DK7351
 DK7351.Photographs are available for this station.
 DK7351
 DK7351.The dynamic height is computed by dividing the NAVD 88
 DK7351.geopotential number by the normal gravity value computed on the
 DK7351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7351.degrees latitude (g = 980.6199 gals.).
 DK7351
 DK7351.The modeled gravity was interpolated from observed gravity values.
 DK7351
 DK7351;                    North         East    Units  Estimated Accuracy
 DK7351;SPC MN C     -   189,572.7     654,028.1     MT  (+/- 3 meters HH1 GPS) 
 DK7351
 DK7351                          SUPERSEDED SURVEY CONTROL
 DK7351
 DK7351.No superseded survey control is available for this station.
 DK7351
 DK7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2325574765(NAD 83)
 DK7351
 DK7351_MARKER: DB = BENCH MARK DISK
 DK7351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7351_STAMPING: 2602 B
 DK7351_MARK LOGO: MNHD  
 DK7351_PROJECTION: FLUSH
 DK7351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7351+STABILITY: SURFACE MOTION
 DK7351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7351+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7351
 DK7351  HISTORY     - Date     Condition        Report By
 DK7351  HISTORY     - 1970     MONUMENTED       MNHD
 DK7351  HISTORY     - 20051206 GOOD             MNDT
 DK7351
 DK7351                          STATION DESCRIPTION
 DK7351
 DK7351'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7351'THE MARK IS 1.5 MI (2.4 KM) SOUTHEAST OF HERMAN, 1.5 MI (2.4 KM)
 DK7351'SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7351'AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE POINT 78.05,
 DK7351'79.0 FT (24.1 M) SOUTHWEST OF TRUNK HIGHWAY 9, 44.0 FT (13.4 M)
 DK7351'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 39.5 FT (12.0 M)
 DK7351'SOUTH-SOUTHEAST OF TELEPHONE POLE, 0.4 FT (0.1 M) EAST-NORTHEAST OF A
 DK7351'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7347 ***********************************************************************
 DK7347  DESIGNATION -  2602 C
 DK7347  PID         -  DK7347
 DK7347  STATE/COUNTY-  MN/GRANT
 DK7347  COUNTRY     -  US
 DK7347  USGS QUAD   -  NIEMACKL LAKES (1973)
 DK7347
 DK7347                         *CURRENT SURVEY CONTROL
 DK7347  ______________________________________________________________________
 DK7347* NAD 83(1986) POSITION- 45 46 56.55   (N) 096 06 55.94   (W)   HD_HELD1  
 DK7347* NAVD 88 ORTHO HEIGHT -   331.026  (meters)    1086.04  (feet) ADJUSTED  
 DK7347  ______________________________________________________________________
 DK7347  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DK7347  DYNAMIC HEIGHT  -        331.021 (meters)     1086.02  (feet) COMP
 DK7347  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DK7347
 DK7347  VERT ORDER      -  SECOND    CLASS I
 DK7347
 DK7347.The horizontal coordinates were established by differentially corrected
 DK7347.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7347.
 DK7347.The orthometric height was determined by differential leveling and
 DK7347.adjusted in April 2009.
 DK7347
 DK7347.No vertical observational check was made to the station.
 DK7347
 DK7347.Photographs are available for this station.
 DK7347
 DK7347.The dynamic height is computed by dividing the NAVD 88
 DK7347.geopotential number by the normal gravity value computed on the
 DK7347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7347.degrees latitude (g = 980.6199 gals.).
 DK7347
 DK7347.The modeled gravity was interpolated from observed gravity values.
 DK7347
 DK7347;                    North         East    Units  Estimated Accuracy
 DK7347;SPC MN C     -   188,666.7     654,941.7     MT  (+/- 3 meters HH1 GPS) 
 DK7347
 DK7347                          SUPERSEDED SURVEY CONTROL
 DK7347
 DK7347.No superseded survey control is available for this station.
 DK7347
 DK7347_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2422273915(NAD 83)
 DK7347
 DK7347_MARKER: DB = BENCH MARK DISK
 DK7347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7347_STAMPING: 2602 C
 DK7347_MARK LOGO: MNHD  
 DK7347_PROJECTION: FLUSH
 DK7347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7347+STABILITY: SURFACE MOTION
 DK7347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7347+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7347
 DK7347  HISTORY     - Date     Condition        Report By
 DK7347  HISTORY     - 1970     MONUMENTED       MNHD
 DK7347  HISTORY     - 20051206 GOOD             MNDT
 DK7347
 DK7347                          STATION DESCRIPTION
 DK7347
 DK7347'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7347'THE MARK IS LOCATED ABOUT 13.7 MI (22.0 KM) SOUTH-SOUTHEAST OF
 DK7347'CHARLESVILLE, 8.1 MI (13.0 KM) NORTHWEST OF DONNELLY AND IS 2.25 MI
 DK7347'(3.6 KM) SOUTHEAST OF HERMAN, ACROSS THE HIGHWAY FROM A CEMETERY, 2.3
 DK7347'MI (3.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7347'HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK HIGHWAY 9 MILE
 DK7347'POINT 77.3,
 DK7347' 
 DK7347'64.7 FT (19.7 M) SOUTHWEST OF TRUNK HIGHWAY 9, 32.8 FT (10.0 M)
 DK7347'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 38.0 FT (11.6 M)
 DK7347'SOUTH-SOUTHEAST OF TELEPHONE POLE, 0.4 FT (0.1 M) NORTHEAST OF ITS
 DK7347'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7346 ***********************************************************************
 DK7346  DESIGNATION -  2602 D
 DK7346  PID         -  DK7346
 DK7346  STATE/COUNTY-  MN/GRANT
 DK7346  COUNTRY     -  US
 DK7346  USGS QUAD   -  NIEMACKL LAKES (1973)
 DK7346
 DK7346                         *CURRENT SURVEY CONTROL
 DK7346  ______________________________________________________________________
 DK7346* NAD 83(1986) POSITION- 45 46 31.0    (N) 096 06 16.7    (W)   HD_HELD2  
 DK7346* NAVD 88 ORTHO HEIGHT -   331.331  (meters)    1087.04  (feet) ADJUSTED  
 DK7346  ______________________________________________________________________
 DK7346  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 DK7346  DYNAMIC HEIGHT  -        331.326 (meters)     1087.03  (feet) COMP
 DK7346  MODELED GRAVITY -    980,590.7   (mgal)                       NAVD 88
 DK7346
 DK7346  VERT ORDER      -  SECOND    CLASS I
 DK7346
 DK7346.The horizontal coordinates were established by autonomous hand held GPS
 DK7346.observations and have an estimated accuracy of +/- 10 meters.
 DK7346.
 DK7346.The orthometric height was determined by differential leveling and
 DK7346.adjusted in April 2009.
 DK7346
 DK7346.No vertical observational check was made to the station.
 DK7346
 DK7346.Photographs are available for this station.
 DK7346
 DK7346.The dynamic height is computed by dividing the NAVD 88
 DK7346.geopotential number by the normal gravity value computed on the
 DK7346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7346.degrees latitude (g = 980.6199 gals.).
 DK7346
 DK7346.The modeled gravity was interpolated from observed gravity values.
 DK7346
 DK7346;                    North         East    Units  Estimated Accuracy
 DK7346;SPC MN C     -   187,858.      655,771.      MT  (+/- 10 meters HH2 GPS)
 DK7346
 DK7346                          SUPERSEDED SURVEY CONTROL
 DK7346
 DK7346.No superseded survey control is available for this station.
 DK7346
 DK7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2509773157(NAD 83)
 DK7346
 DK7346_MARKER: DB = BENCH MARK DISK
 DK7346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7346_STAMPING: 2602 D
 DK7346_MARK LOGO: MNHD  
 DK7346_PROJECTION: FLUSH
 DK7346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7346+STABILITY: SURFACE MOTION
 DK7346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7346+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7346
 DK7346  HISTORY     - Date     Condition        Report By
 DK7346  HISTORY     - 1970     MONUMENTED       MNHD
 DK7346  HISTORY     - 20051206 GOOD             MNDT
 DK7346
 DK7346                          STATION DESCRIPTION
 DK7346
 DK7346'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7346'THE MARK IS LOCATED ABOUT 14.2 MI (22.8 KM) NORTH OF ALBERTA, 7.4 MI
 DK7346'(11.9 KM) NORTHWEST OF DONNELLY AND 3.0 MI (4.8 KM) SOUTHEAST OF
 DK7346'HERMAN, 3.05 MI (4.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE
 DK7346'JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK
 DK7346'HIGHWAY 9 MILE POINT 76.55,
 DK7346' 
 DK7346'70.4 FT (21.5 M) SOUTHWEST OF TRUNK HIGHWAY 9, 52.0 FT (15.8 M)
 DK7346'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 20.4 FT (6.2 M) SOUTHWEST OF
 DK7346'RIGHT OF WAY POST, 40 FT (12.2 M) SOUTHEAST OF TELEPHONE POLE, 0.4 FT
 DK7346'(0.1 M) (12.2 CM) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7342 ***********************************************************************
 DK7342  DESIGNATION -  2602 E
 DK7342  PID         -  DK7342
 DK7342  STATE/COUNTY-  MN/GRANT
 DK7342  COUNTRY     -  US
 DK7342  USGS QUAD   -  NIEMACKL LAKES (1973)
 DK7342
 DK7342                         *CURRENT SURVEY CONTROL
 DK7342  ______________________________________________________________________
 DK7342* NAD 83(1986) POSITION- 45 45 54.92   (N) 096 05 21.74   (W)   HD_HELD1  
 DK7342* NAVD 88 ORTHO HEIGHT -   334.205  (meters)    1096.47  (feet) ADJUSTED  
 DK7342  ______________________________________________________________________
 DK7342  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 DK7342  DYNAMIC HEIGHT  -        334.200 (meters)     1096.45  (feet) COMP
 DK7342  MODELED GRAVITY -    980,589.9   (mgal)                       NAVD 88
 DK7342
 DK7342  VERT ORDER      -  SECOND    CLASS I
 DK7342
 DK7342.The horizontal coordinates were established by differentially corrected
 DK7342.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7342.
 DK7342.The orthometric height was determined by differential leveling and
 DK7342.adjusted in April 2009.
 DK7342
 DK7342.No vertical observational check was made to the station.
 DK7342
 DK7342.Photographs are available for this station.
 DK7342
 DK7342.The dynamic height is computed by dividing the NAVD 88
 DK7342.geopotential number by the normal gravity value computed on the
 DK7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7342.degrees latitude (g = 980.6199 gals.).
 DK7342
 DK7342.The modeled gravity was interpolated from observed gravity values.
 DK7342
 DK7342;                    North         East    Units  Estimated Accuracy
 DK7342;SPC MN C     -   186,716.9     656,931.8     MT  (+/- 3 meters HH1 GPS) 
 DK7342
 DK7342                          SUPERSEDED SURVEY CONTROL
 DK7342
 DK7342.No superseded survey control is available for this station.
 DK7342
 DK7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2632572086(NAD 83)
 DK7342
 DK7342_MARKER: DB = BENCH MARK DISK
 DK7342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7342_STAMPING: 2602 E
 DK7342_MARK LOGO: MNHD  
 DK7342_PROJECTION: PROJECTING 3 CENTIMETERS
 DK7342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7342+STABILITY: SURFACE MOTION
 DK7342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7342+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7342
 DK7342  HISTORY     - Date     Condition        Report By
 DK7342  HISTORY     - 1970     MONUMENTED       MNHD
 DK7342  HISTORY     - 20051206 GOOD             MNDT
 DK7342
 DK7342                          STATION DESCRIPTION
 DK7342
 DK7342'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7342'THE MARK IS LOCATED ABOUT 13.4 MI (21.6 KM) NORTH OF ALBERTA, 6.4 MI
 DK7342'(10.3 KM) NORTHWEST OF DONNELLY AND 4.0 MI (6.4 KM) SOUTHEAST OF
 DK7342'HERMAN, 4.05 MI (6.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE
 DK7342'JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 27 IN HERMAN, AT TRUNK
 DK7342'HIGHWAY 9 MILE POINT 75.55,
 DK7342' 
 DK7342'70.0 FT (21.3 M) SOUTHWEST OF TRUNK HIGHWAY 9, 52.5 FT (16.0 M)
 DK7342'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 200 FT (61.0 M) NORTHWEST OF
 DK7342'GRAVEL ROAD, 39.4 FT (12.0 M) NORTHWEST OF TELEPHONE POLE, 0.3 FT (0.1
 DK7342'M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7354 ***********************************************************************
 DK7354  DESIGNATION -  2603 F
 DK7354  PID         -  DK7354
 DK7354  STATE/COUNTY-  MN/GRANT
 DK7354  COUNTRY     -  US
 DK7354  USGS QUAD   -  HERMAN (1973)
 DK7354
 DK7354                         *CURRENT SURVEY CONTROL
 DK7354  ______________________________________________________________________
 DK7354* NAD 83(1986) POSITION- 45 48 20.23   (N) 096 08 58.84   (W)   HD_HELD1  
 DK7354* NAVD 88 ORTHO HEIGHT -   326.393  (meters)    1070.84  (feet) ADJUSTED  
 DK7354  ______________________________________________________________________
 DK7354  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 DK7354  DYNAMIC HEIGHT  -        326.388 (meters)     1070.82  (feet) COMP
 DK7354  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 DK7354
 DK7354  VERT ORDER      -  SECOND    CLASS I
 DK7354
 DK7354.The horizontal coordinates were established by differentially corrected
 DK7354.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7354.
 DK7354.The orthometric height was determined by differential leveling and
 DK7354.adjusted in April 2009.
 DK7354
 DK7354.No vertical observational check was made to the station.
 DK7354
 DK7354.Photographs are available for this station.
 DK7354
 DK7354.The dynamic height is computed by dividing the NAVD 88
 DK7354.geopotential number by the normal gravity value computed on the
 DK7354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7354.degrees latitude (g = 980.6199 gals.).
 DK7354
 DK7354.The modeled gravity was interpolated from observed gravity values.
 DK7354
 DK7354;                    North         East    Units  Estimated Accuracy
 DK7354;SPC MN C     -   191,312.5     652,349.7     MT  (+/- 3 meters HH1 GPS) 
 DK7354
 DK7354                          SUPERSEDED SURVEY CONTROL
 DK7354
 DK7354.No superseded survey control is available for this station.
 DK7354
 DK7354_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2147676402(NAD 83)
 DK7354
 DK7354_MARKER: DB = BENCH MARK DISK
 DK7354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7354_STAMPING: 2603 F 1963
 DK7354_MARK LOGO: MNHD  
 DK7354_PROJECTION: FLUSH
 DK7354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK7354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7354+STABILITY: SURFACE MOTION
 DK7354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7354+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 DK7354
 DK7354  HISTORY     - Date     Condition        Report By
 DK7354  HISTORY     - 1963     MONUMENTED       MNHD
 DK7354  HISTORY     - 20051206 GOOD             MNDT
 DK7354
 DK7354                          STATION DESCRIPTION
 DK7354
 DK7354'DESCRIBED BY MN DEPT OF TRANSP 2005 (WAS)
 DK7354'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF
 DK7354'CHARLESVILLE, 10.4 MI (16.7 KM) NORTHWEST OF DONNELLY AND 0.4 MI (0.6
 DK7354'KM) WEST-SOUTHWEST OF HERMAN AND 400 FT (121.9 M) WEST OF WEST LIMITS
 DK7354'OF HERMAN, 0.4 MI (0.6 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 27
 DK7354'AND TRUNK HIGHWAY 9 IN HERMAN, AT TRUNK HIGHWAY 27 MILE POINT 40.62,
 DK7354'70 FT (21.3 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 27, 0.8 FT (0.2 M)
 DK7354'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1888 ***********************************************************************
 QP1888  DESIGNATION -  2605 D
 QP1888  PID         -  QP1888
 QP1888  STATE/COUNTY-  MN/GRANT
 QP1888  COUNTRY     -  US
 QP1888  USGS QUAD   -  HOFFMAN (1973)
 QP1888
 QP1888                         *CURRENT SURVEY CONTROL
 QP1888  ______________________________________________________________________
 QP1888* NAD 83(1986) POSITION- 45 49 58.     (N) 095 45 34.     (W)   SCALED    
 QP1888* NAVD 88 ORTHO HEIGHT -   396.630  (meters)    1301.28  (feet) ADJUSTED  
 QP1888  ______________________________________________________________________
 QP1888  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 QP1888  DYNAMIC HEIGHT  -        396.625 (meters)     1301.26  (feet) COMP
 QP1888  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QP1888
 QP1888  VERT ORDER      -  SECOND    CLASS I
 QP1888
 QP1888.The horizontal coordinates were scaled from a topographic map and have
 QP1888.an estimated accuracy of +/- 6 seconds.
 QP1888.
 QP1888.The orthometric height was determined by differential leveling and
 QP1888.adjusted in June 1995.
 QP1888
 QP1888.The dynamic height is computed by dividing the NAVD 88
 QP1888.geopotential number by the normal gravity value computed on the
 QP1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1888.degrees latitude (g = 980.6199 gals.).
 QP1888
 QP1888.The modeled gravity was interpolated from observed gravity values.
 QP1888
 QP1888;                    North         East    Units  Estimated Accuracy
 QP1888;SPC MN C     -   193,680.      682,730.      MT  (+/- 180 meters Scaled)
 QP1888
 QP1888                          SUPERSEDED SURVEY CONTROL
 QP1888
 QP1888.No superseded survey control is available for this station.
 QP1888
 QP1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL856791(NAD 83)
 QP1888
 QP1888_MARKER: DB = BENCH MARK DISK
 QP1888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1888_SP_SET: ALUMINUM ALLOY ROD
 QP1888_STAMPING: 2605 D 1983
 QP1888_MARK LOGO: MNDT  
 QP1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1888
 QP1888  HISTORY     - Date     Condition        Report By
 QP1888  HISTORY     - 1983     MONUMENTED       MNDT
 QP1888
 QP1888                          STATION DESCRIPTION
 QP1888
 QP1888'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1888'1.5 MI EAST FROM HOFFMAN.
 QP1888'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE TOWN OF HOFFMAN, IN
 QP1888'THE SE 1/4 OF SECTION 1, T127N, R41W, IN THE NORTHWEST QUADRANT OF
 QP1888'THE INTERSECTION OF TRUNK HIGHWAY 27 AND A GRAVEL ROAD, 1.8 MILES
 QP1888'EAST ALONG TRUNK HIGHWAY 27 FROM ITS JUNCTION WITH TRUNK HIGHWAY 55
 QP1888'AT HOFFMAN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 QP1888'MONUMENT DISK STAMPED---2605 D 1983---, IS SET ON THE TOP OF A 3/4
 QP1888'INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 QP1888'THE SURFACE OF THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF TRUNK
 QP1888'HIGHWAY 27.  THE MARK IS 73.8 FEET NORTH OF THE CENTERLINE OF TRUNK
 QP1888'HIGHWAY 27 AT MILEPOINT 60.1, 75.2 FEET NORTHWEST OF STATION DOUG,
 QP1888'112.0 FEET WEST OF DOUG RM 2, 43 FEET WEST OF THE CENTER OF THE
 QP1888'GRAVEL ROAD, 91 FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST,
 QP1888'2.8 FEET SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, AND 1.2 FEET SOUTH
 QP1888'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 QP1888'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1889 ***********************************************************************
 QP1889  DESIGNATION -  2605 E
 QP1889  PID         -  QP1889
 QP1889  STATE/COUNTY-  MN/GRANT
 QP1889  COUNTRY     -  US
 QP1889  USGS QUAD   -  HOFFMAN (1973)
 QP1889
 QP1889                         *CURRENT SURVEY CONTROL
 QP1889  ______________________________________________________________________
 QP1889* NAD 83(1986) POSITION- 45 49 57.46   (N) 095 46 25.15   (W)   HD_HELD1  
 QP1889* NAVD 88 ORTHO HEIGHT -   368.894  (meters)    1210.28  (feet) ADJUSTED  
 QP1889  ______________________________________________________________________
 QP1889  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 QP1889  DYNAMIC HEIGHT  -        368.890 (meters)     1210.27  (feet) COMP
 QP1889  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 QP1889
 QP1889  VERT ORDER      -  SECOND    CLASS I
 QP1889
 QP1889.The horizontal coordinates were established by differentially corrected
 QP1889.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1889.
 QP1889.The orthometric height was determined by differential leveling and
 QP1889.adjusted in June 1995.
 QP1889
 QP1889.Photographs are available for this station.
 QP1889
 QP1889.The dynamic height is computed by dividing the NAVD 88
 QP1889.geopotential number by the normal gravity value computed on the
 QP1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1889.degrees latitude (g = 980.6199 gals.).
 QP1889
 QP1889.The modeled gravity was interpolated from observed gravity values.
 QP1889
 QP1889;                    North         East    Units  Estimated Accuracy
 QP1889;SPC MN C     -   193,682.1     681,629.5     MT  (+/- 3 meters HH1 GPS) 
 QP1889
 QP1889                          SUPERSEDED SURVEY CONTROL
 QP1889
 QP1889.No superseded survey control is available for this station.
 QP1889
 QP1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8458579193(NAD 83)
 QP1889
 QP1889_MARKER: DV = VERTICAL CONTROL DISK
 QP1889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1889_SP_SET: ALUMINUM ALLOY ROD
 QP1889_STAMPING: 2605 E 1983
 QP1889_MARK LOGO: MNDT  
 QP1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1889
 QP1889  HISTORY     - Date     Condition        Report By
 QP1889  HISTORY     - 1983     MONUMENTED       MNDT
 QP1889
 QP1889                          STATION DESCRIPTION
 QP1889
 QP1889'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1889'0.9 MI EAST FROM HOFFMAN.
 QP1889'THE MARK IS LOCATED 1.15 MILES EAST ALONG TRUNK HIGHWAY 27 FROM ITS
 QP1889'JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN, IN THE SW 1/4 OF SECTION
 QP1889'1, T127N, R41W, 69.4 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 27
 QP1889'AT MILEPOINT 59.4, 38.5 FEET WEST OF THE CENTER OF A GRAVEL ROAD,
 QP1889'25.3 FEET WEST OF A FENCE CORNER, 14.7 FEET EAST-SOUTHEAST OF
 QP1889'UNDERGROUND CABLE MARKER NUMBER E3, AND 2.4 FEET SOUTH OF A STEEL
 QP1889'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 QP1889'MONUMENT DISK STAMPED---2605 E 1983---, IS SET ON THE TOP OF A 3/4
 QP1889'INCH DIAMETER BY 28 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 QP1889'THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 27.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1890 ***********************************************************************
 QP1890  DESIGNATION -  2605 F
 QP1890  PID         -  QP1890
 QP1890  STATE/COUNTY-  MN/GRANT
 QP1890  COUNTRY     -  US
 QP1890  USGS QUAD   -  HOFFMAN (1973)
 QP1890
 QP1890                         *CURRENT SURVEY CONTROL
 QP1890  ______________________________________________________________________
 QP1890* NAD 83(1986) POSITION- 45 49 57.     (N) 095 46 31.     (W)   SCALED    
 QP1890* NAVD 88 ORTHO HEIGHT -   367.991  (meters)    1207.32  (feet) ADJUSTED  
 QP1890  ______________________________________________________________________
 QP1890  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 QP1890  DYNAMIC HEIGHT  -        367.986 (meters)     1207.30  (feet) COMP
 QP1890  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 QP1890
 QP1890  VERT ORDER      -  SECOND    CLASS I
 QP1890
 QP1890.The horizontal coordinates were scaled from a topographic map and have
 QP1890.an estimated accuracy of +/- 6 seconds.
 QP1890.
 QP1890.The orthometric height was determined by differential leveling and
 QP1890.adjusted in June 1995.
 QP1890
 QP1890.Photographs are available for this station.
 QP1890
 QP1890.The dynamic height is computed by dividing the NAVD 88
 QP1890.geopotential number by the normal gravity value computed on the
 QP1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1890.degrees latitude (g = 980.6199 gals.).
 QP1890
 QP1890.The modeled gravity was interpolated from observed gravity values.
 QP1890
 QP1890;                    North         East    Units  Estimated Accuracy
 QP1890;SPC MN C     -   193,670.      681,500.      MT  (+/- 180 meters Scaled)
 QP1890
 QP1890                          SUPERSEDED SURVEY CONTROL
 QP1890
 QP1890.No superseded survey control is available for this station.
 QP1890
 QP1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL844791(NAD 83)
 QP1890
 QP1890_MARKER: DB = BENCH MARK DISK
 QP1890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1890_SP_SET: BRIDGE ABUTMENT
 QP1890_STAMPING: 2605 F 1983
 QP1890_MARK LOGO: MNDT  
 QP1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1890
 QP1890  HISTORY     - Date     Condition        Report By
 QP1890  HISTORY     - 1983     MONUMENTED       MNDT
 QP1890
 QP1890                          STATION DESCRIPTION
 QP1890
 QP1890'DESCRIBED BY MN DEPT OF TRANSP 1983
 QP1890'0.8 MI EAST FROM HOFFMAN.
 QP1890'THE MARK IS LOCATED 1.0 MILE EAST ALONG TRUNK HIGHWAY 27 FROM ITS
 QP1890'JUNCTION WITH TRUNK HIGHWAY 55 AT HOFFMAN, IN THE SW 1/4 OF SECTION
 QP1890'1, T127N, R41W, IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE TRUNK
 QP1890'HIGHWAY 27 BRIDGE (NUMBER 5628) OVER THE CHIPPEWA RIVER, 18.7 FEET
 QP1890'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 27 AT MILEPOINT 59.3, AND
 QP1890'1.0 FOOT EAST OF THE EAST EDGE OF THE BRIDGE.  THE MARK IS A STANDARD
 QP1890'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2605 F 1983---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1832 ***********************************************************************
 QP1832  DESIGNATION -  2607 DD
 QP1832  PID         -  QP1832
 QP1832  STATE/COUNTY-  MN/GRANT
 QP1832  COUNTRY     -  US
 QP1832  USGS QUAD   -  ELBOW LAKE (1973)
 QP1832
 QP1832                         *CURRENT SURVEY CONTROL
 QP1832  ______________________________________________________________________
 QP1832* NAD 83(1986) POSITION- 45 56 03.77   (N) 095 58 53.32   (W)   HD_HELD1  
 QP1832* NAVD 88 ORTHO HEIGHT -   359.494  (meters)    1179.44  (feet) ADJUSTED  
 QP1832  ______________________________________________________________________
 QP1832  GEOID HEIGHT    -        -26.34  (meters)                     GEOID09
 QP1832  DYNAMIC HEIGHT  -        359.492 (meters)     1179.43  (feet) COMP
 QP1832  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QP1832
 QP1832  VERT ORDER      -  SECOND    CLASS I
 QP1832
 QP1832.The horizontal coordinates were established by differentially corrected
 QP1832.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1832.
 QP1832.The orthometric height was determined by differential leveling and
 QP1832.adjusted in June 1995.
 QP1832
 QP1832.Photographs are available for this station.
 QP1832
 QP1832.The dynamic height is computed by dividing the NAVD 88
 QP1832.geopotential number by the normal gravity value computed on the
 QP1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1832.degrees latitude (g = 980.6199 gals.).
 QP1832
 QP1832.The modeled gravity was interpolated from observed gravity values.
 QP1832
 QP1832;                    North         East    Units  Estimated Accuracy
 QP1832;SPC MN C     -   205,320.4     665,733.5     MT  (+/- 3 meters HH1 GPS) 
 QP1832
 QP1832                          SUPERSEDED SURVEY CONTROL
 QP1832
 QP1832.No superseded survey control is available for this station.
 QP1832
 QP1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6886791079(NAD 83)
 QP1832
 QP1832_MARKER: DV = VERTICAL CONTROL DISK
 QP1832_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1832_SP_SET: COPPER-CLAD STEEL ROD
 QP1832_STAMPING: 2607 DD 1979
 QP1832_MARK LOGO: MNDT  
 QP1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1832
 QP1832  HISTORY     - Date     Condition        Report By
 QP1832  HISTORY     - 1979     MONUMENTED       MNDT
 QP1832
 QP1832                          STATION DESCRIPTION
 QP1832
 QP1832'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1832'3.6 MI SOUTH FROM ELBOW LAKE.
 QP1832'THE MARK IS LOCATED 3.6 MILES SOUTH ALONG TRUNK HIGHWAY 54 FROM ITS
 QP1832'JUNCTION WITH TRUNK HIGHWAY 55 IN ELBOW LAKE NEAR TRUNK HIGHWAY 54
 QP1832'MILE POINT 7.2 IN THE SE 1/4 OF SECTION 32, T129N, R42W.  THE MARK IS
 QP1832'159 FEET EAST-SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP1832'TRUNK HIGHWAY 54, 82.6 FEET EAST-SOUTHEAST OF A POWER POLE, 37.3 FEET
 QP1832'NORTH OF THE CENTER OF AN EAST-WEST ROAD AND 1 FOOT WEST-SOUTHWEST OF
 QP1832'A STEEL RIGHT-OF-WAY SIGN POST.  THE MARK, A STANDARD MNDT VERTICAL
 QP1832'CONTROL MARK DISK STAMPED---2607 DD 1979---, IS CRIMPED TO THE TOP OF
 QP1832'A 5/8 INCH DIAMETER BY 24 FOOT LONG DRIVEN COPPER-CLAD STEEL ROD THAT
 QP1832'PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1710 ***********************************************************************
 QP1710  DESIGNATION -  2607 EE
 QP1710  PID         -  QP1710
 QP1710  STATE/COUNTY-  MN/GRANT
 QP1710  COUNTRY     -  US
 QP1710  USGS QUAD   -  ELBOW LAKE (1973)
 QP1710
 QP1710                         *CURRENT SURVEY CONTROL
 QP1710  ______________________________________________________________________
 QP1710* NAD 83(1996) POSITION- 45 57 47.35510(N) 095 58 29.99515(W)   ADJUSTED  
 QP1710* NAD 83(1996) ELLIP HT-   337.799 (meters)        (03/16/99)   ADJUSTED
 QP1710* NAVD 88 ORTHO HEIGHT -   364.254  (meters)    1195.06  (feet) ADJUSTED  
 QP1710  ______________________________________________________________________
 QP1710  NAD 83(1996) X  -   -462,335.670 (meters)                     COMP
 QP1710  NAD 83(1996) Y  - -4,417,371.181 (meters)                     COMP
 QP1710  NAD 83(1996) Z  -  4,562,644.499 (meters)                     COMP
 QP1710  LAPLACE CORR    -          1.12  (seconds)                    DEFLEC09
 QP1710  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 QP1710  DYNAMIC HEIGHT  -        364.252 (meters)     1195.05  (feet) COMP
 QP1710  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 QP1710
 QP1710  HORZ ORDER      -  SECOND
 QP1710  VERT ORDER      -  SECOND    CLASS I
 QP1710  ELLP ORDER      -  FOURTH    CLASS I
 QP1710
 QP1710.The horizontal coordinates were established by GPS observations
 QP1710.and adjusted by the National Geodetic Survey in March 1999.
 QP1710
 QP1710.The orthometric height was determined by differential leveling and
 QP1710.adjusted in June 1995.
 QP1710
 QP1710.Photographs are available for this station.
 QP1710
 QP1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1710
 QP1710.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1710
 QP1710.The ellipsoidal height was determined by GPS observations
 QP1710.and is referenced to NAD 83.
 QP1710
 QP1710.The dynamic height is computed by dividing the NAVD 88
 QP1710.geopotential number by the normal gravity value computed on the
 QP1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1710.degrees latitude (g = 980.6199 gals.).
 QP1710
 QP1710.The modeled gravity was interpolated from observed gravity values.
 QP1710
 QP1710. The following values were computed from the NAD 83(1996) position.
 QP1710
 QP1710;                    North         East     Units Scale Factor Converg.
 QP1710;SPC MN C     -   208,506.688   666,305.443   MT  0.99994296   -1 14 52.2
 QP1710;SPC MN C     -   684,075.69  2,186,037.11   sFT  0.99994296   -1 14 52.2
 QP1710;UTM  15      - 5,094,257.781   269,489.474   MT  1.00025326   -2 08 22.7
 QP1710;UTM  14      - 5,094,403.745   734,384.746   MT  1.00027541   +2 10 32.3
 QP1710
 QP1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1710!SPC MN C     -   0.99994705  x   0.99994296  =   0.99989001
 QP1710!UTM  15      -   0.99994705  x   1.00025326  =   1.00020029
 QP1710!UTM  14      -   0.99994705  x   1.00027541  =   1.00022244
 QP1710
 QP1710                          SUPERSEDED SURVEY CONTROL
 QP1710
 QP1710  NAD 83(1996)-  45 57 47.35529(N)    095 58 29.99576(W) AD(       ) 2
 QP1710  NAD 83(1986)-  45 57 47.35311(N)    095 58 29.98708(W) AD(       ) 2
 QP1710  NGVD 29 (02/12/91)  364.04   (m)         1194.4    (f) LEVELING    3  
 QP1710
 QP1710.Superseded values are not recommended for survey control.
 QP1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1710.See file dsdata.txt to determine how the superseded data were derived.
 QP1710
 QP1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6948994257(NAD 83)
 QP1710
 QP1710_MARKER: DB = BENCH MARK DISK
 QP1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1710_SP_SET: CONCRETE POST
 QP1710_STAMPING: 2607 EE 1979
 QP1710_MARK LOGO: MNDT  
 QP1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1710+STABILITY: SURFACE MOTION
 QP1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1710+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1989
 QP1710
 QP1710  HISTORY     - Date     Condition        Report By
 QP1710  HISTORY     - 1979     MONUMENTED       MNDT
 QP1710  HISTORY     - 19890920 GOOD             NGS
 QP1710
 QP1710                          STATION DESCRIPTION
 QP1710
 QP1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QP1710'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) SOUTH OF ELBOW LAKE,
 QP1710'43.5 KM (27.05 MI) NORTHEAST OF WHEATON, AT A JUNCTION OF A GRAVEL
 QP1710'CROSSROAD AND TRUNK HIGHWAY 54 RIGHT-OF-WAY.  OWNERSHIP--STATE OF
 QP1710'MINNESOTA.
 QP1710'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 59, TRUNK HIGHWAY
 QP1710'55 AND TRUNK HIGHWAY 54, AT THE SOUTHEAST EDGE OF ELBOW LAKE, GO SOUTH
 QP1710'ALONG TRUNK HIGHWAY 54 FOR 2.8 KM (1.75 MI) TO A GRAVEL CROSSROAD AND
 QP1710'THE STATION ON THE RIGHT.
 QP1710'THE STATION MARK IS SET 50.6 M (166.0 FT) WEST-NORTHWEST OF THE
 QP1710'CENTERLINE OF TRUNK HIGHWAY 54, 18.6 M (61.0 FT) NORTHWEST OF A GUYED
 QP1710'UTILITY POLE, 10.2 M (33.5 FT) SOUTH-SOUTHWEST OF THE APPROXIMATE
 QP1710'CENTER OF A GRAVEL ROAD, 0.85 M (2.8 FT) SOUTHEAST OF A METAL
 QP1710'RIGHT-OF-WAY POST, 0.42 M (1.4 FT) NORTH-NORTHWEST OF A CARSONITE
 QP1710'WITNESS POST, 0.15 M (0.5 FT) NORTH OF A MNDT WITNESS POST AND FLUSH
 QP1710'WITH THE SURFACE OF THE GROUND.
 QP1710'DESCRIBED BY R.D.BALL
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1830 ***********************************************************************
 QP1830  DESIGNATION -  2609 A
 QP1830  PID         -  QP1830
 QP1830  STATE/COUNTY-  MN/GRANT
 QP1830  COUNTRY     -  US
 QP1830  USGS QUAD   -  ELBOW LAKE (1973)
 QP1830
 QP1830                         *CURRENT SURVEY CONTROL
 QP1830  ______________________________________________________________________
 QP1830* NAD 83(1986) POSITION- 45 58 37.56   (N) 095 57 38.74   (W)   HD_HELD1  
 QP1830* NAVD 88 ORTHO HEIGHT -   370.116  (meters)    1214.29  (feet) ADJUSTED  
 QP1830  ______________________________________________________________________
 QP1830  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 QP1830  DYNAMIC HEIGHT  -        370.114 (meters)     1214.28  (feet) COMP
 QP1830  MODELED GRAVITY -    980,598.0   (mgal)                       NAVD 88
 QP1830
 QP1830  VERT ORDER      -  SECOND    CLASS I
 QP1830
 QP1830.The horizontal coordinates were established by differentially corrected
 QP1830.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1830.
 QP1830.The orthometric height was determined by differential leveling and
 QP1830.adjusted in June 1995.
 QP1830
 QP1830.Photographs are available for this station.
 QP1830
 QP1830.The dynamic height is computed by dividing the NAVD 88
 QP1830.geopotential number by the normal gravity value computed on the
 QP1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1830.degrees latitude (g = 980.6199 gals.).
 QP1830
 QP1830.The modeled gravity was interpolated from observed gravity values.
 QP1830
 QP1830;                    North         East    Units  Estimated Accuracy
 QP1830;SPC MN C     -   210,032.4     667,442.2     MT  (+/- 3 meters HH1 GPS) 
 QP1830
 QP1830                          SUPERSEDED SURVEY CONTROL
 QP1830
 QP1830.No superseded survey control is available for this station.
 QP1830
 QP1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7065095766(NAD 83)
 QP1830
 QP1830_MARKER: DB = BENCH MARK DISK
 QP1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1830_SP_SET: CONCRETE POST
 QP1830_STAMPING: 2609 A 1971
 QP1830_MARK LOGO: MNHD  
 QP1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1830+STABILITY: SURFACE MOTION
 QP1830
 QP1830  HISTORY     - Date     Condition        Report By
 QP1830  HISTORY     - 1971     MONUMENTED       MNHD
 QP1830  HISTORY     - 1979     GOOD             MNDT
 QP1830
 QP1830                          STATION DESCRIPTION
 QP1830
 QP1830'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1830'0.8 MI SW FROM ELBOW LAKE.
 QP1830'THE MARK IS LOCATED 0.8 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1830'ITS JUNCTION WITH TRUNK HIGHWAY 54 IN ELBOW LAKE NEAR TRUNK HIGHWAY
 QP1830'55 MILE POINT 32.7 IN THE NE 1/4 OF SECTION 21, T129N, R42W.  THE
 QP1830'MARK IS 157 FEET EAST-SOUTHEAST OF THE NORTHEAST END OF A 24 INCH
 QP1830'CONCRETE CULVERT UNDER TRUNK HIGHWAY 55, 110.8 FEET SOUTH-SOUTHWEST
 QP1830'OF TELEGRAPH POLE NUMBER 9M, 73 FEET NORTHEAST OF AND ABOUT 4 FEET
 QP1830'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 55, 49.4 FEET SOUTHWEST OF
 QP1830'THE SOUTHWEST RAIL OF THE SOO LINE RAILROAD AND 0.9 FOOT SOUTHWEST OF
 QP1830'A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1830'STAMPED---2609 A 1971---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 QP1830'POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1801 ***********************************************************************
 QP1801  DESIGNATION -  2609 AA
 QP1801  PID         -  QP1801
 QP1801  STATE/COUNTY-  MN/GRANT
 QP1801  COUNTRY     -  US
 QP1801  USGS QUAD   -  HOFFMAN (1973)
 QP1801
 QP1801                         *CURRENT SURVEY CONTROL
 QP1801  ______________________________________________________________________
 QP1801* NAD 83(1986) POSITION- 45 48 35.89   (N) 095 45 48.86   (W)   HD_HELD1  
 QP1801* NAVD 88 ORTHO HEIGHT -   365.757  (meters)    1199.99  (feet) ADJUSTED  
 QP1801  ______________________________________________________________________
 QP1801  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 QP1801  DYNAMIC HEIGHT  -        365.752 (meters)     1199.97  (feet) COMP
 QP1801  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QP1801
 QP1801  VERT ORDER      -  SECOND    CLASS I
 QP1801
 QP1801.The horizontal coordinates were established by differentially corrected
 QP1801.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1801.
 QP1801.The orthometric height was determined by differential leveling and
 QP1801.adjusted in June 1995.
 QP1801
 QP1801.Photographs are available for this station.
 QP1801
 QP1801.The dynamic height is computed by dividing the NAVD 88
 QP1801.geopotential number by the normal gravity value computed on the
 QP1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1801.degrees latitude (g = 980.6199 gals.).
 QP1801
 QP1801.The modeled gravity was interpolated from observed gravity values.
 QP1801
 QP1801;                    North         East    Units  Estimated Accuracy
 QP1801;SPC MN C     -   191,149.2     682,364.4     MT  (+/- 3 meters HH1 GPS) 
 QP1801
 QP1801                          SUPERSEDED SURVEY CONTROL
 QP1801
 QP1801.No superseded survey control is available for this station.
 QP1801
 QP1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8528176648(NAD 83)
 QP1801
 QP1801_MARKER: DV = VERTICAL CONTROL DISK
 QP1801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1801_SP_SET: BRIDGE ABUTMENT
 QP1801_STAMPING: 2609 AA 1979
 QP1801_MARK LOGO: MNDT  
 QP1801_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1801+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1801
 QP1801  HISTORY     - Date     Condition        Report By
 QP1801  HISTORY     - 1979     MONUMENTED       MNDT
 QP1801  HISTORY     - 20051025 GOOD             MNDT
 QP1801
 QP1801                          STATION DESCRIPTION
 QP1801
 QP1801'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1801'1.9 MI SE FROM HOFFMAN.
 QP1801'THE MARK IS LOCATED 1.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1801'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY MILE
 QP1801'POINT 47.9 IN THE SE 1/4 OF SECTION 13, T127N, R41W.  THE MARK IS
 QP1801'17.6 FEET SOUTHWEST OF AND ABOUT 1 FOOT ABOVE THE CENTERLINE OF TRUNK
 QP1801'HIGHWAY 55 IN THE SOUTHWEST END OF THE SOUTH EAST ABUTMENT OF BRIDGE
 QP1801'NUMBER 5481 CARRYING TRUNK HIGHWAY 55 OVER THE CHIPPEWA RIVER.  THE
 QP1801'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 AA
 QP1801'1979---, IS SET IN A DRILL HOLE IN THE ABUTMENT.
 QP1801
 QP1801                          STATION RECOVERY (2005)
 QP1801
 QP1801'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2799 ***********************************************************************
 DK2799  DESIGNATION -  2609 AAA
 DK2799  PID         -  DK2799
 DK2799  STATE/COUNTY-  MN/GRANT
 DK2799  COUNTRY     -  US
 DK2799  USGS QUAD   -  HOFFMAN (1973)
 DK2799
 DK2799                         *CURRENT SURVEY CONTROL
 DK2799  ______________________________________________________________________
 DK2799* NAD 83(1986) POSITION- 45 48 35.91   (N) 095 45 48.86   (W)   HD_HELD1  
 DK2799* NAVD 88 ORTHO HEIGHT -   366.463  (meters)    1202.30  (feet) ADJUSTED  
 DK2799  ______________________________________________________________________
 DK2799  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DK2799  DYNAMIC HEIGHT  -        366.458 (meters)     1202.29  (feet) COMP
 DK2799  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DK2799
 DK2799  VERT ORDER      -  SECOND    CLASS I
 DK2799
 DK2799.The horizontal coordinates were established by differentially corrected
 DK2799.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK2799.
 DK2799.The orthometric height was determined by differential leveling and
 DK2799.adjusted in June 2008.
 DK2799
 DK2799.Photographs are available for this station.
 DK2799
 DK2799.The dynamic height is computed by dividing the NAVD 88
 DK2799.geopotential number by the normal gravity value computed on the
 DK2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2799.degrees latitude (g = 980.6199 gals.).
 DK2799
 DK2799.The modeled gravity was interpolated from observed gravity values.
 DK2799
 DK2799;                    North         East    Units  Estimated Accuracy
 DK2799;SPC MN C     -   191,149.9     682,364.4     MT  (+/- 3 meters HH1 GPS) 
 DK2799
 DK2799                          SUPERSEDED SURVEY CONTROL
 DK2799
 DK2799.No superseded survey control is available for this station.
 DK2799
 DK2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8528176649(NAD 83)
 DK2799
 DK2799_MARKER: DV = VERTICAL CONTROL DISK
 DK2799_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK2799_SP_SET: PAVEMENT
 DK2799_STAMPING: 2609 AAA 1994
 DK2799_MARK LOGO: MNDT  
 DK2799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2799+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DK2799
 DK2799  HISTORY     - Date     Condition        Report By
 DK2799  HISTORY     - 1994     MONUMENTED       MNDT
 DK2799
 DK2799                          STATION DESCRIPTION
 DK2799
 DK2799'DESCRIBED BY MN DEPT OF TRANSP 1994
 DK2799'2.0 MI (3.2 KM) SOUTHEAST OF HOFFMAN, IN RAILING IN SOUTHEAST QUADRANT
 DK2799'OF TRUNK HIGHWAY 55 BRIDGE NUMBER 5481 OVER CHIPPEWA RIVER, 1.9 MI
 DK2799'(3.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK
 DK2799'HIGHWAY 55 AND MAIN AVENUE IN HOFFMAN, AT TRUNK HIGHWAY 55 MILE POINT
 DK2799'47.9, 16.5 FT (5.0 M) SOUTHWEST OF TRUNK HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1833 ***********************************************************************
 QP1833  DESIGNATION -  2609 AB
 QP1833  PID         -  QP1833
 QP1833  STATE/COUNTY-  MN/GRANT
 QP1833  COUNTRY     -  US
 QP1833  USGS QUAD   -  ELBOW LAKE (1973)
 QP1833
 QP1833                         *CURRENT SURVEY CONTROL
 QP1833  ______________________________________________________________________
 QP1833* NAD 83(1986) POSITION- 45 59 14.49   (N) 095 58 12.48   (W)   HD_HELD1  
 QP1833* NAVD 88 ORTHO HEIGHT -   367.042  (meters)    1204.20  (feet) ADJUSTED  
 QP1833  ______________________________________________________________________
 QP1833  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 QP1833  DYNAMIC HEIGHT  -        367.040 (meters)     1204.20  (feet) COMP
 QP1833  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QP1833
 QP1833  VERT ORDER      -  SECOND    CLASS I
 QP1833
 QP1833.The horizontal coordinates were established by differentially corrected
 QP1833.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1833.
 QP1833.The orthometric height was determined by differential leveling and
 QP1833.adjusted in June 1995.
 QP1833
 QP1833.Photographs are available for this station.
 QP1833
 QP1833.The dynamic height is computed by dividing the NAVD 88
 QP1833.geopotential number by the normal gravity value computed on the
 QP1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1833.degrees latitude (g = 980.6199 gals.).
 QP1833
 QP1833.The modeled gravity was interpolated from observed gravity values.
 QP1833
 QP1833;                    North         East    Units  Estimated Accuracy
 QP1833;SPC MN C     -   211,188.0     666,740.9     MT  (+/- 3 meters HH1 GPS) 
 QP1833
 QP1833                          SUPERSEDED SURVEY CONTROL
 QP1833
 QP1833.No superseded survey control is available for this station.
 QP1833
 QP1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6996696932(NAD 83)
 QP1833
 QP1833_MARKER: DV = VERTICAL CONTROL DISK
 QP1833_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1833_SP_SET: COPPER-CLAD STEEL ROD
 QP1833_STAMPING: 2609 AB 1979
 QP1833_MARK LOGO: MNDT  
 QP1833_PROJECTION: FLUSH
 QP1833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1833+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 QP1833_ROD/PIPE-DEPTH:  7.3 meters
 QP1833
 QP1833  HISTORY     - Date     Condition        Report By
 QP1833  HISTORY     - 1979     MONUMENTED       MNDT
 QP1833  HISTORY     - 19950207 GOOD             MNDT
 QP1833  HISTORY     - 20040301 GOOD             INDIV
 QP1833  HISTORY     - 20040726 GOOD             MNDT
 QP1833  HISTORY     - 20040726 GOOD             MNDT
 QP1833  HISTORY     - 20050825 GOOD             MNDT
 QP1833
 QP1833                          STATION DESCRIPTION
 QP1833
 QP1833'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1833'IN ELBOW LAKE.
 QP1833'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 54 AND 55 IN
 QP1833'ELBOW LAKE NEAR TRUNK HIGHWAY 55 MILE POINT 31.9 IN THE NW 1/4 OF
 QP1833'SECTION 16, T129N, R42W.  THE MARK 214 FEET NORTHEAST OF AND ABOUT 5
 QP1833'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 55, 53.4 FEET
 QP1833'SOUTH-SOUTHWEST OF A RAILROAD SWITCH STAND, 41.3 FEET SOUTHWEST OF
 QP1833'THE SOUTHWEST RAIL OF THE SOO LINE RAILROAD, 1.6 SOUTHWEST OF
 QP1833'TELEGRAPH POLE NUMBER 25 M AND 0.5 FOOT SOUTHWEST OF A STEEL WITNESS
 QP1833'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1833'STAMPED---2609 AB 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1833'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE
 QP1833'GROUND.
 QP1833
 QP1833                          STATION RECOVERY (1995)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1833'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP1833
 QP1833                          STATION RECOVERY (2004)
 QP1833
 QP1833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MLF)
 QP1833'RECOVERED IN GOOD CONDITION.
 QP1833
 QP1833                          STATION RECOVERY (2004)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1833'IN ELBOW LAKE, AT JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 55,
 QP1833'AT TRUNK HIGHWAY 55 MILEPOINT 31.9, 214 FEET NORTHEAST OF TRUNK
 QP1833'HIGHWAY 55, 53.4 FEET SOUTH-SOUTHWEST OF RAILROAD SWITCH STAND, 41.3
 QP1833'FEET SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 0.5 FEET SOUTHWEST OF
 QP1833'WITNESS POST.
 QP1833
 QP1833                          STATION RECOVERY (2004)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1833'IN ELBOW LAKE, AT JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY 55,
 QP1833'AT TRUNK HIGHWAY 55 MILEPOINT 31.9, 214 FEET NORTHEAST OF TRUNK
 QP1833'HIGHWAY 55, 53.4 FEET SOUTH-SOUTHWEST OF RAILROAD SWITCH STAND, 41.3
 QP1833'FEET SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, 0.5 FEET SOUTHWEST OF
 QP1833'WITNESS POST.
 QP1833
 QP1833                          STATION RECOVERY (2005)
 QP1833
 QP1833'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1833'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3382 ***********************************************************************
 DL3382  DESIGNATION -  2609 AC
 DL3382  PID         -  DL3382
 DL3382  STATE/COUNTY-  MN/GRANT
 DL3382  COUNTRY     -  US
 DL3382  USGS QUAD   -  ELBOW LAKE (1973)
 DL3382
 DL3382                         *CURRENT SURVEY CONTROL
 DL3382  ______________________________________________________________________
 DL3382* NAD 83(1986) POSITION- 45 59 23.01   (N) 095 58 27.19   (W)   HD_HELD1  
 DL3382* NAVD 88 ORTHO HEIGHT -   364.902  (meters)    1197.18  (feet) ADJUSTED  
 DL3382  ______________________________________________________________________
 DL3382  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 DL3382  DYNAMIC HEIGHT  -        364.899 (meters)     1197.17  (feet) COMP
 DL3382  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 DL3382
 DL3382  VERT ORDER      -  SECOND    CLASS I
 DL3382
 DL3382.The horizontal coordinates were established by differentially corrected
 DL3382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL3382.
 DL3382.The orthometric height was determined by differential leveling and
 DL3382.adjusted in February 2010.
 DL3382
 DL3382.No vertical observational check was made to the station.
 DL3382
 DL3382.Photographs are available for this station.
 DL3382
 DL3382.The dynamic height is computed by dividing the NAVD 88
 DL3382.geopotential number by the normal gravity value computed on the
 DL3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3382.degrees latitude (g = 980.6199 gals.).
 DL3382
 DL3382.The modeled gravity was interpolated from observed gravity values.
 DL3382
 DL3382;                    North         East    Units  Estimated Accuracy
 DL3382;SPC MN C     -   211,457.9     666,430.1     MT  (+/- 3 meters HH1 GPS) 
 DL3382
 DL3382                          SUPERSEDED SURVEY CONTROL
 DL3382
 DL3382.No superseded survey control is available for this station.
 DL3382
 DL3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL6966097207(NAD 83)
 DL3382
 DL3382_MARKER: DB = BENCH MARK DISK
 DL3382_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3382_STAMPING: 2609 AC 2005
 DL3382_MARK LOGO: MNDT  
 DL3382_PROJECTION: FLUSH
 DL3382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3382_ROD/PIPE-DEPTH:  6.1 meters
 DL3382
 DL3382  HISTORY     - Date     Condition        Report By
 DL3382  HISTORY     - 20050825 MONUMENTED       MNDT
 DL3382
 DL3382                          STATION DESCRIPTION
 DL3382
 DL3382'DESCRIBED BY MN DEPT OF TRANSP 2005
 DL3382'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF ERDAHL, 6.9 MI
 DL3382'(11.1 KM) EAST-SOUTHEAST OF WENDELL AND IN ELBOW LAKE, 0.25 MI (0.4
 DL3382'KM) NORTHWEST ALONG THE FRONTAGE ROAD FROM THE JUNCTION OF TRUNK
 DL3382'HIGHWAY 59 AND TRUNK HIGHWAY 54 AT SOUTH END OF ELBOW LAKE, AT GRANT
 DL3382'COUNTY HIGHWAY DEPARTMENT BUILDING, 45.6 FT (13.9 M) NORTHEAST OF A
 DL3382'FLAG POLE, 29.8 FT (9.1 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 DL3382'HIGHWAY DEPARTMENT BUILDING, 17.3 FT (5.3 M) SOUTHEAST OF EAST FACE OF
 DL3382'HIGHWAY DEPARTMENT BUILDING, 3.6 FT (1.1 M) SOUTHEAST OF ITS WITNESS
 DL3382'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1828 ***********************************************************************
 QP1828  DESIGNATION -  2609 B
 QP1828  PID         -  QP1828
 QP1828  STATE/COUNTY-  MN/GRANT
 QP1828  COUNTRY     -  US
 QP1828  USGS QUAD   -  ELBOW LAKE (1973)
 QP1828
 QP1828                         *CURRENT SURVEY CONTROL
 QP1828  ______________________________________________________________________
 QP1828* NAD 83(1986) POSITION- 45 57 49.66   (N) 095 56 54.84   (W)   HD_HELD1  
 QP1828* NAVD 88 ORTHO HEIGHT -   368.787  (meters)    1209.93  (feet) ADJUSTED  
 QP1828  ______________________________________________________________________
 QP1828  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 QP1828  DYNAMIC HEIGHT  -        368.784 (meters)     1209.92  (feet) COMP
 QP1828  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1828
 QP1828  VERT ORDER      -  SECOND    CLASS I
 QP1828
 QP1828.The horizontal coordinates were established by differentially corrected
 QP1828.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1828.
 QP1828.The orthometric height was determined by differential leveling and
 QP1828.adjusted in June 1995.
 QP1828
 QP1828.Photographs are available for this station.
 QP1828
 QP1828.The dynamic height is computed by dividing the NAVD 88
 QP1828.geopotential number by the normal gravity value computed on the
 QP1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1828.degrees latitude (g = 980.6199 gals.).
 QP1828
 QP1828.The modeled gravity was interpolated from observed gravity values.
 QP1828
 QP1828;                    North         East    Units  Estimated Accuracy
 QP1828;SPC MN C     -   208,533.6     668,355.2     MT  (+/- 3 meters HH1 GPS) 
 QP1828
 QP1828                          SUPERSEDED SURVEY CONTROL
 QP1828
 QP1828.No superseded survey control is available for this station.
 QP1828
 QP1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7154094252(NAD 83)
 QP1828
 QP1828_MARKER: DB = BENCH MARK DISK
 QP1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1828_SP_SET: CONCRETE POST
 QP1828_STAMPING: 2609 B 1971
 QP1828_MARK LOGO: MNHD  
 QP1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1828+STABILITY: SURFACE MOTION
 QP1828
 QP1828  HISTORY     - Date     Condition        Report By
 QP1828  HISTORY     - 1971     MONUMENTED       MNHD
 QP1828  HISTORY     - 1979     GOOD             MNDT
 QP1828
 QP1828                          STATION DESCRIPTION
 QP1828
 QP1828'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1828'1.9 MI SE FROM ELBOW LAKE.
 QP1828'THE MARK IS LOCATED 1.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1828'ITS JUNCTION WITH TRUNK HIGHWAY 54 IN ELBOW LAKE NEAR TRUNK HIGHWAY
 QP1828'55 MILE POINT 33.8 IN THE NE 1/4 OF SECTION 21, T129N, R42W.  THE
 QP1828'MARK IS 124 FEET NORTHWEST OF A POWER POLE, 50.2 FEET SOUTHWEST OF
 QP1828'AND ABOUT 3 FEET LOWER THAN THE SOUTHWEST RAIL OF THE SOO LINE
 QP1828'RAILROAD, 73 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP1828'TRUNK HIGHWAY 55, AND 0.8 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 QP1828'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2609 B 1971---,
 QP1828'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 1 INCH
 QP1828'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1827 ***********************************************************************
 QP1827  DESIGNATION -  2609 C
 QP1827  PID         -  QP1827
 QP1827  STATE/COUNTY-  MN/GRANT
 QP1827  COUNTRY     -  US
 QP1827  USGS QUAD   -  ELBOW LAKE (1973)
 QP1827
 QP1827                         *CURRENT SURVEY CONTROL
 QP1827  ______________________________________________________________________
 QP1827* NAD 83(1986) POSITION- 45 57 08.09   (N) 095 56 16.61   (W)   HD_HELD1  
 QP1827* NAVD 88 ORTHO HEIGHT -   373.008  (meters)    1223.78  (feet) ADJUSTED  
 QP1827  ______________________________________________________________________
 QP1827  GEOID HEIGHT    -        -26.34  (meters)                     GEOID09
 QP1827  DYNAMIC HEIGHT  -        373.006 (meters)     1223.77  (feet) COMP
 QP1827  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1827
 QP1827  VERT ORDER      -  SECOND    CLASS I
 QP1827
 QP1827.The horizontal coordinates were established by differentially corrected
 QP1827.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1827.
 QP1827.The orthometric height was determined by differential leveling and
 QP1827.adjusted in June 1995.
 QP1827
 QP1827.Photographs are available for this station.
 QP1827
 QP1827.The dynamic height is computed by dividing the NAVD 88
 QP1827.geopotential number by the normal gravity value computed on the
 QP1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1827.degrees latitude (g = 980.6199 gals.).
 QP1827
 QP1827.The modeled gravity was interpolated from observed gravity values.
 QP1827
 QP1827;                    North         East    Units  Estimated Accuracy
 QP1827;SPC MN C     -   207,232.8     669,150.8     MT  (+/- 3 meters HH1 GPS) 
 QP1827
 QP1827                          SUPERSEDED SURVEY CONTROL
 QP1827
 QP1827.No superseded survey control is available for this station.
 QP1827
 QP1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7231592939(NAD 83)
 QP1827
 QP1827_MARKER: DB = BENCH MARK DISK
 QP1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1827_SP_SET: CONCRETE POST
 QP1827_STAMPING: 2609 C 1971
 QP1827_MARK LOGO: MNHD  
 QP1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1827+STABILITY: SURFACE MOTION
 QP1827
 QP1827  HISTORY     - Date     Condition        Report By
 QP1827  HISTORY     - 1971     MONUMENTED       MNHD
 QP1827  HISTORY     - 1979     GOOD             MNDT
 QP1827
 QP1827                          STATION DESCRIPTION
 QP1827
 QP1827'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1827'2.9 MI SE FROM ELBOW LAKE.
 QP1827'THE MARK IS LOCATED 2.9 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1827'ITS JUNCTION WITH TRUNK HIGHWAY 54 IN ELBOW LAKE NEAR TRUNK HIGHWAY
 QP1827'55 MILE POINT 34.75 IN THE SE 1/4 OF SECTION 27, T129N, R42W.  THE
 QP1827'MARK IS 72.7 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP1827'TRUNK HIGHWAY 55, 52 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOO
 QP1827'LINE RAILROAD, 23.3 FEET NORTHWEST OF POWER POLE NUMBER 60 AND 0.8
 QP1827'FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 QP1827'BENCH MARK DISK STAMPED---2609 C 1971---, IS SET IN THE TOP OF A
 QP1827'MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1599 ***********************************************************************
 QP1599  DESIGNATION -  2609 D
 QP1599  PID         -  QP1599
 QP1599  STATE/COUNTY-  MN/GRANT
 QP1599  COUNTRY     -  US
 QP1599  USGS QUAD   -  ELBOW LAKE (1973)
 QP1599
 QP1599                         *CURRENT SURVEY CONTROL
 QP1599  ______________________________________________________________________
 QP1599* NAD 83(1996) POSITION- 45 56 26.37266(N) 095 55 27.83536(W)   NO CHECK  
 QP1599* NAVD 88 ORTHO HEIGHT -   373.565  (meters)    1225.60  (feet) ADJUSTED  
 QP1599  ______________________________________________________________________
 QP1599  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC09
 QP1599  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 QP1599  DYNAMIC HEIGHT  -        373.562 (meters)     1225.59  (feet) COMP
 QP1599  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1599
 QP1599  HORZ ORDER      -  THIRD
 QP1599  VERT ORDER      -  SECOND    CLASS I
 QP1599
 QP1599.The horizontal coordinates were established by classical geodetic methods
 QP1599.and adjusted by the National Geodetic Survey in March 1999.
 QP1599.
 QP1599.No horizontal observational check was made to the station.
 QP1599.
 QP1599.The orthometric height was determined by differential leveling and
 QP1599.adjusted in June 1995.
 QP1599
 QP1599.Photographs are available for this station.
 QP1599
 QP1599.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1599
 QP1599.The dynamic height is computed by dividing the NAVD 88
 QP1599.geopotential number by the normal gravity value computed on the
 QP1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1599.degrees latitude (g = 980.6199 gals.).
 QP1599
 QP1599.The modeled gravity was interpolated from observed gravity values.
 QP1599
 QP1599. The following values were computed from the NAD 83(1996) position.
 QP1599
 QP1599;                    North         East     Units Scale Factor Converg.
 QP1599;SPC MN C     -   205,922.886   670,173.704   MT  0.99994556   -1 12 40.5
 QP1599;SPC MN C     -   675,598.67  2,198,728.23   sFT  0.99994556   -1 12 40.5
 QP1599;UTM  15      - 5,091,613.318   273,318.208   MT  1.00023174   -2 06 08.7
 QP1599;UTM  14      - 5,092,054.709   738,401.753   MT  1.00029877   +2 12 40.4
 QP1599
 QP1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1599!SPC MN C     -   0.99994557  x   0.99994556  =   0.99989113
 QP1599!UTM  15      -   0.99994557  x   1.00023174  =   1.00017729
 QP1599!UTM  14      -   0.99994557  x   1.00029877  =   1.00024432
 QP1599
 QP1599                          SUPERSEDED SURVEY CONTROL
 QP1599
 QP1599  NAD 83(1996)-  45 56 26.37277(N)    095 55 27.83407(W) AD(       ) 3
 QP1599  NAD 83(1986)-  45 56 26.37038(N)    095 55 27.82866(W) AD(       ) 3
 QP1599  NAD 27      -  45 56 26.51566(N)    095 55 26.63866(W) AD(       ) 3
 QP1599  NGVD 29 (07/19/86)  373.36   (m)         1224.9    (f) LEVELING    3  
 QP1599
 QP1599.Superseded values are not recommended for survey control.
 QP1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1599.See file dsdata.txt to determine how the superseded data were derived.
 QP1599
 QP1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7331891613(NAD 83)
 QP1599
 QP1599_MARKER: DB = BENCH MARK DISK
 QP1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1599_SP_SET: CONCRETE POST
 QP1599_STAMPING: 2609 D 1971
 QP1599_MARK LOGO: MNHD  
 QP1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1599+STABILITY: SURFACE MOTION
 QP1599
 QP1599  HISTORY     - Date     Condition        Report By
 QP1599  HISTORY     - 1971     MONUMENTED       MNHD
 QP1599  HISTORY     - 1979     GOOD             MNDT
 QP1599
 QP1599                          STATION DESCRIPTION
 QP1599
 QP1599'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1599'2.4 MI NW FROM BARRETT.
 QP1599'THE MARK IS LOCATED 2.4 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1599'ITS JUNCTION WITH COUNTY ROAD 2 IN BARRETT NEAR TRUNK HIGHWAY 55 MILE
 QP1599'POINT 35.8 IN THE SE 1/4 OF SECTION 35, T129N, R42W.  THE MARK IS
 QP1599'88.7 FEET NORTHWEST OF A POWER POLE, 73.7 FEET NORTHEAST OF AND ABOUT
 QP1599'2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 55, 49.6 FEET
 QP1599'SOUTHWEST OF AND ABOUT 2 FEET LOWER THAN THE SOUTHWEST RAIL OF THE
 QP1599'SOO LINE RAILROAD AND 0.6 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 QP1599'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2609 D 1971---,
 QP1599'IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS 1 INCH BELOW
 QP1599'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1823 ***********************************************************************
 QP1823  DESIGNATION -  2609 E
 QP1823  PID         -  QP1823
 QP1823  STATE/COUNTY-  MN/GRANT
 QP1823  COUNTRY     -  US
 QP1823  USGS QUAD   -  ELBOW LAKE (1973)
 QP1823
 QP1823                         *CURRENT SURVEY CONTROL
 QP1823  ______________________________________________________________________
 QP1823* NAD 83(1986) POSITION- 45 55 50.16   (N) 095 54 38.96   (W)   HD_HELD1  
 QP1823* NAVD 88 ORTHO HEIGHT -   364.290  (meters)    1195.17  (feet) ADJUSTED  
 QP1823  ______________________________________________________________________
 QP1823  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 QP1823  DYNAMIC HEIGHT  -        364.288 (meters)     1195.17  (feet) COMP
 QP1823  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1823
 QP1823  VERT ORDER      -  SECOND    CLASS I
 QP1823
 QP1823.The horizontal coordinates were established by differentially corrected
 QP1823.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1823.
 QP1823.The orthometric height was determined by differential leveling and
 QP1823.adjusted in June 1995.
 QP1823
 QP1823.Photographs are available for this station.
 QP1823
 QP1823.The dynamic height is computed by dividing the NAVD 88
 QP1823.geopotential number by the normal gravity value computed on the
 QP1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1823.degrees latitude (g = 980.6199 gals.).
 QP1823
 QP1823.The modeled gravity was interpolated from observed gravity values.
 QP1823
 QP1823;                    North         East    Units  Estimated Accuracy
 QP1823;SPC MN C     -   204,783.0     671,202.8     MT  (+/- 3 meters HH1 GPS) 
 QP1823
 QP1823                          SUPERSEDED SURVEY CONTROL
 QP1823
 QP1823.No superseded survey control is available for this station.
 QP1823
 QP1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7432990457(NAD 83)
 QP1823
 QP1823_MARKER: DB = BENCH MARK DISK
 QP1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1823_SP_SET: CONCRETE POST
 QP1823_STAMPING: 2609 E 1971
 QP1823_MARK LOGO: MNHD  
 QP1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1823+STABILITY: SURFACE MOTION
 QP1823
 QP1823  HISTORY     - Date     Condition        Report By
 QP1823  HISTORY     - 1971     MONUMENTED       MNHD
 QP1823  HISTORY     - 1979     GOOD             MNDT
 QP1823
 QP1823                          STATION DESCRIPTION
 QP1823
 QP1823'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1823'1.65 MI NW FROM BARRETT.
 QP1823'THE MARK IS LOCATED 1.65 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1823'ITS JUNCTION WITH COUNTY ROAD 2 IN BARRETT NEAR TRUNK HIGHWAY 55 MILE
 QP1823'POINT 36.8 IN THE NE 1/4 OF SECTION 2, T128N, R42W.  THE MARK IS 73
 QP1823'FEET NORTHEAST OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF TRUNK
 QP1823'HIGHWAY 55, 50.5 FEET SOUTHWEST OF AND ABOUT 7 FEET LOWER THAN THE
 QP1823'SOUTHWEST RAIL OF THE RAILROAD, 32.2 FEET NORTHWEST OF A POWER POLE,
 QP1823'11.2 FEET SOUTHEAST OF A STEEL RIGHT-OF-WAY SIGN POST AND 0.9 FOOT
 QP1823'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 QP1823'MARK DISK STAMPED---2609 E 1971---, IS SET IN THE TOP OF A MAGNETIC
 QP1823'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1822 ***********************************************************************
 QP1822  DESIGNATION -  2609 F
 QP1822  PID         -  QP1822
 QP1822  STATE/COUNTY-  MN/GRANT
 QP1822  COUNTRY     -  US
 QP1822  USGS QUAD   -  ELBOW LAKE (1973)
 QP1822
 QP1822                         *CURRENT SURVEY CONTROL
 QP1822  ______________________________________________________________________
 QP1822* NAD 83(1986) POSITION- 45 55 17.     (N) 095 53 52.     (W)   SCALED    
 QP1822* NAVD 88 ORTHO HEIGHT -   361.314  (meters)    1185.41  (feet) ADJUSTED  
 QP1822  ______________________________________________________________________
 QP1822  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 QP1822  DYNAMIC HEIGHT  -        361.312 (meters)     1185.40  (feet) COMP
 QP1822  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 QP1822
 QP1822  VERT ORDER      -  SECOND    CLASS I
 QP1822
 QP1822.The horizontal coordinates were scaled from a topographic map and have
 QP1822.an estimated accuracy of +/- 6 seconds.
 QP1822.
 QP1822.The orthometric height was determined by differential leveling and
 QP1822.adjusted in June 1995.
 QP1822
 QP1822.The dynamic height is computed by dividing the NAVD 88
 QP1822.geopotential number by the normal gravity value computed on the
 QP1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1822.degrees latitude (g = 980.6199 gals.).
 QP1822
 QP1822.The modeled gravity was interpolated from observed gravity values.
 QP1822
 QP1822;                    North         East    Units  Estimated Accuracy
 QP1822;SPC MN C     -   203,740.      672,190.      MT  (+/- 180 meters Scaled)
 QP1822
 QP1822                          SUPERSEDED SURVEY CONTROL
 QP1822
 QP1822.No superseded survey control is available for this station.
 QP1822
 QP1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL753893(NAD 83)
 QP1822
 QP1822_MARKER: DB = BENCH MARK DISK
 QP1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1822_SP_SET: CONCRETE POST
 QP1822_STAMPING: 2609 F 1971
 QP1822_MARK LOGO: MNHD  
 QP1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1822+STABILITY: SURFACE MOTION
 QP1822
 QP1822  HISTORY     - Date     Condition        Report By
 QP1822  HISTORY     - 1971     MONUMENTED       MNHD
 QP1822  HISTORY     - 1979     GOOD             MNDT
 QP1822
 QP1822                          STATION DESCRIPTION
 QP1822
 QP1822'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1822'0.8 MI NW FROM BARRETT.
 QP1822'THE MARK IS LOCATED 0.8 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1822'ITS JUNCTION WITH COUNTY ROAD 2 IN BARRETT NEAR TRUNK HIGHWAY 55 MILE
 QP1822'POINT 37.65 IN THE SW 1/4 OF SECTION 1, T128N, R42W.  THE MARK IS
 QP1822'200.5 FEET NORTHWEST OF RAILROAD MILE POST 154 WHICH IS TELEGRAPH
 QP1822'POLE NUMBERED 31, 116.6 FEET SOUTHEAST OF A POWER POLE, 91.2 FEET
 QP1822'SOUTHWEST OF A TELEGRAPH POLE, 72.5 FEET NORTHEAST OF AND ABOUT 3
 QP1822'FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 55, 51 FEET
 QP1822'NORTHWEST OF THE CENTER OF A FIELD ROAD TO THE EAST, 48.5 FEET
 QP1822'SOUTHWEST OF AND ABOUT LEVEL WITH THE SOUTHWEST RAIL OF THE SOO LINE
 QP1822'RAILROAD AND 0.7 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 QP1822'STANDARD MNHD BENCH MARK DISK STAMPED---2609 F 1979---, IS SET IN THE
 QP1822'TOP OF A MAGNETIC CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE
 QP1822'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1829 ***********************************************************************
 QP1829  DESIGNATION -  2609 G
 QP1829  PID         -  QP1829
 QP1829  STATE/COUNTY-  MN/GRANT
 QP1829  COUNTRY     -  US
 QP1829  USGS QUAD   -  ELBOW LAKE (1973)
 QP1829
 QP1829                         *CURRENT SURVEY CONTROL
 QP1829  ______________________________________________________________________
 QP1829* NAD 83(1986) POSITION- 45 58 09.10   (N) 095 57 12.68   (W)   HD_HELD1  
 QP1829* NAVD 88 ORTHO HEIGHT -   369.360  (meters)    1211.81  (feet) ADJUSTED  
 QP1829  ______________________________________________________________________
 QP1829  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 QP1829  DYNAMIC HEIGHT  -        369.357 (meters)     1211.80  (feet) COMP
 QP1829  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 QP1829
 QP1829  VERT ORDER      -  SECOND    CLASS I
 QP1829
 QP1829.The horizontal coordinates were established by differentially corrected
 QP1829.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1829.
 QP1829.The orthometric height was determined by differential leveling and
 QP1829.adjusted in June 1995.
 QP1829
 QP1829.Photographs are available for this station.
 QP1829
 QP1829.The dynamic height is computed by dividing the NAVD 88
 QP1829.geopotential number by the normal gravity value computed on the
 QP1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1829.degrees latitude (g = 980.6199 gals.).
 QP1829
 QP1829.The modeled gravity was interpolated from observed gravity values.
 QP1829
 QP1829;                    North         East    Units  Estimated Accuracy
 QP1829;SPC MN C     -   209,141.8     667,984.1     MT  (+/- 3 meters HH1 GPS) 
 QP1829
 QP1829                          SUPERSEDED SURVEY CONTROL
 QP1829
 QP1829.No superseded survey control is available for this station.
 QP1829
 QP1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7117894866(NAD 83)
 QP1829
 QP1829_MARKER: DV = VERTICAL CONTROL DISK
 QP1829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1829_SP_SET: COPPER-CLAD STEEL ROD
 QP1829_STAMPING: 2609 G 1979
 QP1829_MARK LOGO: MNDT  
 QP1829_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1829_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1829+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 QP1829_ROD/PIPE-DEPTH:  7.3 meters
 QP1829
 QP1829  HISTORY     - Date     Condition        Report By
 QP1829  HISTORY     - 1979     MONUMENTED       MNDT
 QP1829  HISTORY     - 20040726 GOOD             MNDT
 QP1829  HISTORY     - 20040726 GOOD             MNDT
 QP1829
 QP1829                          STATION DESCRIPTION
 QP1829
 QP1829'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1829'1.45 MI SE FROM ELBOW LAKE.
 QP1829'THE MARK IS LOCATED 1.45 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1829'ITS JUNCTION WITH TRUNK HIGHWAY 54 IN ELBOW LAKE NEAR TRUNK HIGHWAY
 QP1829'55 MILE POINT 33.35 IN THE SW 1/4 OF SECTION 22, T129N, R42W.  THE
 QP1829'MARK IS 72.5 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP1829'TRUNK HIGHWAY 55, 51 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE
 QP1829'SOUTHWEST RAIL OF THE SOO LINE RAILROAD, 41 FEET SOUTHEAST OF A STEEL
 QP1829'RIGHT-OF-WAY SIGN POST, 2.4 FEET SOUTHWEST OF A POWER POLE AND 1.8
 QP1829'FEET SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1829'VERTICAL CONTROL MARK DISK STAMPED---2609 G 1979---, IS CRIMPED TO
 QP1829'THE TOP OF A DRIVEN 5/8 IN DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL
 QP1829'ROD THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 QP1829
 QP1829                          STATION RECOVERY (2004)
 QP1829
 QP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1829'1.45 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY
 QP1829'55 IN ELBOW LAKE, AT TRUNK HIGHWAY 55 MILEPOINT 33.35, 72.5 FEET
 QP1829'NORTHEAST OF TRUNK HIGHWAY 55, 51 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 QP1829'RAILROAD, 41 FEET SOUTHEAST OF RIGHT OF WAY POST, 2.4 FEET SOUTHWEST
 QP1829'OF POWER POLE, 0.9 FEET WEST OF WITNESS POST.
 QP1829
 QP1829                          STATION RECOVERY (2004)
 QP1829
 QP1829'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1829'1.45 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 54 AND TRUNK HIGHWAY
 QP1829'55 IN ELBOW LAKE, AT TRUNK HIGHWAY 55 MILEPOINT 33.35, 72.5 FEET
 QP1829'NORTHEAST OF TRUNK HIGHWAY 55, 51 FEET SOUTHWEST OF SOUTHWEST RAIL OF
 QP1829'RAILROAD, 41 FEET SOUTHEAST OF RIGHT OF WAY POST, 2.4 FEET SOUTHWEST
 QP1829'OF POWER POLE, 0.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1824 ***********************************************************************
 QP1824  DESIGNATION -  2609 H
 QP1824  PID         -  QP1824
 QP1824  STATE/COUNTY-  MN/GRANT
 QP1824  COUNTRY     -  US
 QP1824  USGS QUAD   -  ELBOW LAKE (1973)
 QP1824
 QP1824                         *CURRENT SURVEY CONTROL
 QP1824  ______________________________________________________________________
 QP1824* NAD 83(1986) POSITION- 45 56 02.     (N) 095 54 59.     (W)   SCALED    
 QP1824* NAVD 88 ORTHO HEIGHT -   370.552  (meters)    1215.72  (feet) ADJUSTED  
 QP1824  ______________________________________________________________________
 QP1824  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 QP1824  DYNAMIC HEIGHT  -        370.550 (meters)     1215.71  (feet) COMP
 QP1824  MODELED GRAVITY -    980,597.8   (mgal)                       NAVD 88
 QP1824
 QP1824  VERT ORDER      -  SECOND    CLASS I
 QP1824
 QP1824.The horizontal coordinates were scaled from a topographic map and have
 QP1824.an estimated accuracy of +/- 6 seconds.
 QP1824.
 QP1824.The orthometric height was determined by differential leveling and
 QP1824.adjusted in June 1995.
 QP1824
 QP1824.The dynamic height is computed by dividing the NAVD 88
 QP1824.geopotential number by the normal gravity value computed on the
 QP1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1824.degrees latitude (g = 980.6199 gals.).
 QP1824
 QP1824.The modeled gravity was interpolated from observed gravity values.
 QP1824
 QP1824;                    North         East    Units  Estimated Accuracy
 QP1824;SPC MN C     -   205,160.      670,780.      MT  (+/- 180 meters Scaled)
 QP1824
 QP1824                          SUPERSEDED SURVEY CONTROL
 QP1824
 QP1824.No superseded survey control is available for this station.
 QP1824
 QP1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL739908(NAD 83)
 QP1824
 QP1824_MARKER: DV = VERTICAL CONTROL DISK
 QP1824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1824_SP_SET: COPPER-CLAD STEEL ROD
 QP1824_STAMPING: 2609 H 1979
 QP1824_MARK LOGO: MNDT  
 QP1824_PROJECTION: PROJECTING 5 CENTIMETERS
 QP1824_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1824+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 QP1824_ROD/PIPE-DEPTH:  9.8 meters
 QP1824
 QP1824  HISTORY     - Date     Condition        Report By
 QP1824  HISTORY     - 1979     MONUMENTED       MNDT
 QP1824  HISTORY     - 20040726 GOOD             MNDT
 QP1824  HISTORY     - 20040726 GOOD             MNDT
 QP1824
 QP1824                          STATION DESCRIPTION
 QP1824
 QP1824'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1824'2 MI NW FROM BARRETT.
 QP1824'THE MARK IS LOCATED 2.1 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1824'ITS JUNCTION WITH COUNTY ROAD 2 IN BARRETT NEAR TRUNK HIGHWAY 55 MILE
 QP1824'POINT 36.35 IN THE SE 1/4 OF SECTION 35, T129N, R42W.  THE MARK IS
 QP1824'175 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 35 FEET
 QP1824'NORTHEAST OF AND ABOUT 3 FEET LOWER THAN THE NORTHEAST RAIL OF THE
 QP1824'SOO LINE RAIL ROAD, 57 FEET NORTH OF THE CENTER OF AN EAST-WEST
 QP1824'TOWNSHIP ROAD, 2 FEET SOUTHWEST OF A TELEGRAPH POLE AND 0.9 FOOT
 QP1824'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1824'VERTICAL CONTROL MARK DISK STAMPED---2609 H 1979---, IS CRIMPED TO
 QP1824'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD
 QP1824'STEEL ROD THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 QP1824
 QP1824                          STATION RECOVERY (2004)
 QP1824
 QP1824'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1824'2.1 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 2
 QP1824'IN BARRETT, AT TRUNK HIGHWAY 55 MILEPOINT 36.35, 218 FEET NORTHEAST OF
 QP1824'TRUNK HIGHWAY 59, 73 FEET NORTH OF TOWNSHIP ROAD, 35 FEET NORTHEAST OF
 QP1824'NORTHEAST RAIL OF RAILROAD, 2.0 FEET SOUTHWEST OF TELEPHONE POLE, 0.9
 QP1824'FOOT SOUTHWEST OF WITNESS POST.
 QP1824
 QP1824                          STATION RECOVERY (2004)
 QP1824
 QP1824'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1824'2.1 MILES NORTHWEST OF JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 2
 QP1824'IN BARRETT, AT TRUNK HIGHWAY 55 MILEPOINT 36.35, 218 FEET NORTHEAST OF
 QP1824'TRUNK HIGHWAY 59, 73 FEET NORTH OF TOWNSHIP ROAD, 35 FEET NORTHEAST OF
 QP1824'NORTHEAST RAIL OF RAILROAD, 2.0 FEET SOUTHWEST OF TELEPHONE POLE, 0.9
 QP1824'FOOT SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1821 ***********************************************************************
 QP1821  DESIGNATION -  2609 J
 QP1821  PID         -  QP1821
 QP1821  STATE/COUNTY-  MN/GRANT
 QP1821  COUNTRY     -  US
 QP1821  USGS QUAD   -  ELBOW LAKE (1973)
 QP1821
 QP1821                         *CURRENT SURVEY CONTROL
 QP1821  ______________________________________________________________________
 QP1821* NAD 83(1986) POSITION- 45 54 48.     (N) 095 53 29.     (W)   SCALED    
 QP1821* NAVD 88 ORTHO HEIGHT -   362.000  (meters)    1187.66  (feet) ADJUSTED  
 QP1821  ______________________________________________________________________
 QP1821  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 QP1821  DYNAMIC HEIGHT  -        361.997 (meters)     1187.65  (feet) COMP
 QP1821  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QP1821
 QP1821  VERT ORDER      -  SECOND    CLASS I
 QP1821
 QP1821.The horizontal coordinates were scaled from a topographic map and have
 QP1821.an estimated accuracy of +/- 6 seconds.
 QP1821.
 QP1821.The orthometric height was determined by differential leveling and
 QP1821.adjusted in June 1995.
 QP1821
 QP1821.The dynamic height is computed by dividing the NAVD 88
 QP1821.geopotential number by the normal gravity value computed on the
 QP1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1821.degrees latitude (g = 980.6199 gals.).
 QP1821
 QP1821.The modeled gravity was interpolated from observed gravity values.
 QP1821
 QP1821;                    North         East    Units  Estimated Accuracy
 QP1821;SPC MN C     -   202,830.      672,670.      MT  (+/- 180 meters Scaled)
 QP1821
 QP1821                          SUPERSEDED SURVEY CONTROL
 QP1821
 QP1821.No superseded survey control is available for this station.
 QP1821
 QP1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL757884(NAD 83)
 QP1821
 QP1821_MARKER: DB = BENCH MARK DISK
 QP1821_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1821+WITH SETTING: PAVEMENT
 QP1821_SP_SET: CONCRETE BASE OF WATER TANK
 QP1821_STAMPING: 2609 J 1979
 QP1821_MARK LOGO: MNDT  
 QP1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1821+STABILITY: SURFACE MOTION
 QP1821
 QP1821  HISTORY     - Date     Condition        Report By
 QP1821  HISTORY     - 1979     MONUMENTED       MNDT
 QP1821
 QP1821                          STATION DESCRIPTION
 QP1821
 QP1821'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1821'IN BARRETT.
 QP1821'THE MARK IS LOCATED 0.2 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1821'ITS JUNCTION WITH COUNTY ROAD 2 IN BARRETT NEAR TRUNK HIGHWAY 55 MILE
 QP1821'POINT 38.25 IN THE NE 1/4 OF SECTION 12, T128N, R42W.  THE MARK IS
 QP1821'138 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55 AND 20.5
 QP1821'FEET EAST OF THE EAST CORNER OF THE BRICK PUMP HOUSE A THE CITY WATER
 QP1821'TANK AND IS IN THE THE CONCRETE BASE OF THE SOUTH LEG OF THE WATER
 QP1821'TANK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1821'STAMPED---2609 J 1979---, IS CEMENTED IN A DRILL IN THE CONCRETE BASE
 QP1821'AND IS ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1818 ***********************************************************************
 QP1818  DESIGNATION -  2609 K
 QP1818  PID         -  QP1818
 QP1818  STATE/COUNTY-  MN/GRANT
 QP1818  COUNTRY     -  US
 QP1818  USGS QUAD   -  ELBOW LAKE (1973)
 QP1818
 QP1818                         *CURRENT SURVEY CONTROL
 QP1818  ______________________________________________________________________
 QP1818* NAD 83(1986) POSITION- 45 54 23.03   (N) 095 53 17.23   (W)   HD_HELD1  
 QP1818* NAVD 88 ORTHO HEIGHT -   352.980  (meters)    1158.07  (feet) ADJUSTED  
 QP1818  ______________________________________________________________________
 QP1818  GEOID HEIGHT    -        -26.26  (meters)                     GEOID09
 QP1818  DYNAMIC HEIGHT  -        352.977 (meters)     1158.06  (feet) COMP
 QP1818  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 QP1818
 QP1818  VERT ORDER      -  SECOND    CLASS I
 QP1818
 QP1818.The horizontal coordinates were established by differentially corrected
 QP1818.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1818.
 QP1818.The orthometric height was determined by differential leveling and
 QP1818.adjusted in June 1995.
 QP1818
 QP1818.Photographs are available for this station.
 QP1818
 QP1818.The dynamic height is computed by dividing the NAVD 88
 QP1818.geopotential number by the normal gravity value computed on the
 QP1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1818.degrees latitude (g = 980.6199 gals.).
 QP1818
 QP1818.The modeled gravity was interpolated from observed gravity values.
 QP1818
 QP1818;                    North         East    Units  Estimated Accuracy
 QP1818;SPC MN C     -   202,056.9     672,907.5     MT  (+/- 3 meters HH1 GPS) 
 QP1818
 QP1818                          SUPERSEDED SURVEY CONTROL
 QP1818
 QP1818.No superseded survey control is available for this station.
 QP1818
 QP1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7599287704(NAD 83)
 QP1818
 QP1818_MARKER: DB = BENCH MARK DISK
 QP1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1818_SP_SET: CONCRETE POST
 QP1818_STAMPING: 2609 K 1979
 QP1818_MARK LOGO: MNDT  
 QP1818_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1818+STABILITY: SURFACE MOTION
 QP1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1818+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 QP1818
 QP1818  HISTORY     - Date     Condition        Report By
 QP1818  HISTORY     - 1979     MONUMENTED       MNDT
 QP1818  HISTORY     - 20040727 GOOD             MNDT
 QP1818  HISTORY     - 20040727 GOOD             MNDT
 QP1818
 QP1818                          STATION DESCRIPTION
 QP1818
 QP1818'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1818'IN BARRETT.
 QP1818'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAYS 55 AND 59 IN
 QP1818'BARRETT NEAR TRUNK HIGHWAY 55 MILE POINT 38.8 IN THE SE 1/4 OF
 QP1818'SECTION 12, T128N, R42W.  THE MARK IS 177 FEET SOUTHWEST OF THE
 QP1818'CENTERLINE OF TRUNK HIGHWAY 55, 149 FEET WEST OF THE CENTER OF THE
 QP1818'SOUTHBOUND RAMP TO TRUNK HIGHWAY 59, 127.9 FEET NORTHEAST OF THE
 QP1818'NORTHEAST CORNER OF THE 1-STORY BRICK BARRETT CARE CENTER BUILDING,
 QP1818'39.2 FEET SOUTH OF A POWER POLE WITH GUY WIRES AND 1 FOOT EAST OF A
 QP1818'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1818'STAMPED---2609 K 1979---, IS SET IN THE TOP OF A MAGNETIG CONCRETE
 QP1818'POST THAT PROJECTS 1 INCH ABOVE THE GROUND.
 QP1818
 QP1818                          STATION RECOVERY (2004)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1818'IN BARRETT, AT JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59, AT
 QP1818'TRUNK HIGHWAY 55 MILEPOINT 38.8, 177 FEET SOUTHWEST OF TRUNK HIGHWAY
 QP1818'55, 149 FEET WEST OF SOUTHBOUND RAMP TO TRUNK HIGHWAY 59, 127.9 FEET
 QP1818'NORTHEAST OF NORTHEAST CORNER OF BRICK BUILDING, 39.2 FEET SOUTH OF
 QP1818'POWER POLE WITH GUYWIRES, 1.0 FOOT EAST OF WITNESS POST.
 QP1818
 QP1818                          STATION RECOVERY (2004)
 QP1818
 QP1818'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1818'IN BARRETT, AT JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59, AT
 QP1818'TRUNK HIGHWAY 55 MILEPOINT 38.8, 177 FEET SOUTHWEST OF TRUNK HIGHWAY
 QP1818'55, 149 FEET WEST OF SOUTHBOUND RAMP TO TRUNK HIGHWAY 59, 127.9 FEET
 QP1818'NORTHEAST OF NORTHEAST CORNER OF BRICK BUILDING, 39.2 FEET SOUTH OF
 QP1818'POWER POLE WITH GUYWIRES, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1817 ***********************************************************************
 QP1817  DESIGNATION -  2609 L
 QP1817  PID         -  QP1817
 QP1817  STATE/COUNTY-  MN/GRANT
 QP1817  COUNTRY     -  US
 QP1817  USGS QUAD   -  ELBOW LAKE (1973)
 QP1817
 QP1817                         *CURRENT SURVEY CONTROL
 QP1817  ______________________________________________________________________
 QP1817* NAD 83(1986) POSITION- 45 54 01.60   (N) 095 52 50.71   (W)   HD_HELD1  
 QP1817* NAVD 88 ORTHO HEIGHT -   352.007  (meters)    1154.88  (feet) ADJUSTED  
 QP1817  ______________________________________________________________________
 QP1817  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 QP1817  DYNAMIC HEIGHT  -        352.005 (meters)     1154.87  (feet) COMP
 QP1817  MODELED GRAVITY -    980,598.7   (mgal)                       NAVD 88
 QP1817
 QP1817  VERT ORDER      -  SECOND    CLASS I
 QP1817
 QP1817.The horizontal coordinates were established by differentially corrected
 QP1817.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1817.
 QP1817.The orthometric height was determined by differential leveling and
 QP1817.adjusted in June 1995.
 QP1817
 QP1817.Photographs are available for this station.
 QP1817
 QP1817.The dynamic height is computed by dividing the NAVD 88
 QP1817.geopotential number by the normal gravity value computed on the
 QP1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1817.degrees latitude (g = 980.6199 gals.).
 QP1817
 QP1817.The modeled gravity was interpolated from observed gravity values.
 QP1817
 QP1817;                    North         East    Units  Estimated Accuracy
 QP1817;SPC MN C     -   201,383.6     673,465.3     MT  (+/- 3 meters HH1 GPS) 
 QP1817
 QP1817                          SUPERSEDED SURVEY CONTROL
 QP1817
 QP1817.No superseded survey control is available for this station.
 QP1817
 QP1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7653987022(NAD 83)
 QP1817
 QP1817_MARKER: DV = VERTICAL CONTROL DISK
 QP1817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1817_SP_SET: BRIDGE ABUTMENT
 QP1817_STAMPING: 2609 L 1979
 QP1817_MARK LOGO: MNDT  
 QP1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1817
 QP1817  HISTORY     - Date     Condition        Report By
 QP1817  HISTORY     - 1979     MONUMENTED       MNDT
 QP1817
 QP1817                          STATION DESCRIPTION
 QP1817
 QP1817'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1817'0.55 MI SE FROM BARRETT.
 QP1817'THE MARK IS LOCATED 0.55 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1817'ITS JUNCTION WITH TRUNK HIGHWAY 59 IN BARRETT NEAR TRUNK HIGHWAY 55
 QP1817'MILE POINT 39.35 IN THE NW 1/4 OF SECTION 18, T128N, R41W.  THE MARK
 QP1817'IS 15.6 FEET NORTHEAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE
 QP1817'OF TRUNK HIGHWAY 55 IN THE NORTHEAST END OF THE SOUTHEAST ABUTMENT OF
 QP1817'BRIDGE NUMBER 5480 CARRYING TRUNK HIGHWAY 55 OVER THE POMME DE TERRE
 QP1817'RIVER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1817'STAMPED---2609 L 1979---, IS SET IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1816 ***********************************************************************
 QP1816  CBN         -  This is a Cooperative Base Network Control Station.
 QP1816  DESIGNATION -  2609 M
 QP1816  PID         -  QP1816
 QP1816  STATE/COUNTY-  MN/GRANT
 QP1816  COUNTRY     -  US
 QP1816  USGS QUAD   -  ERDAHL (1973)
 QP1816
 QP1816                         *CURRENT SURVEY CONTROL
 QP1816  ______________________________________________________________________
 QP1816* NAD 83(2007) POSITION- 45 53 32.21149(N) 095 52 21.46506(W)   ADJUSTED  
 QP1816* NAD 83(2007) ELLIP HT-   330.867 (meters)        (02/10/07)   ADJUSTED
 QP1816* NAD 83(2007) EPOCH   -  2002.00
 QP1816* NAVD 88 ORTHO HEIGHT -   357.116  (meters)    1171.64  (feet) ADJUSTED  
 QP1816  ______________________________________________________________________
 QP1816  NAD 83(2007) X  -   -455,021.114 (meters)                     COMP
 QP1816  NAD 83(2007) Y  - -4,423,815.702 (meters)                     COMP
 QP1816  NAD 83(2007) Z  -  4,557,159.879 (meters)                     COMP
 QP1816  LAPLACE CORR    -          1.25  (seconds)                    DEFLEC09
 QP1816  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 QP1816  DYNAMIC HEIGHT  -        357.114 (meters)     1171.63  (feet) COMP
 QP1816  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QP1816
 QP1816  VERT ORDER      -  SECOND    CLASS I
 QP1816
 QP1816  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1816  Type                                         Horiz  Ellip  Dist(km)
 QP1816  -------------------------------------------------------------------
 QP1816  NETWORK                                       0.45   0.59
 QP1816  -------------------------------------------------------------------
 QP1816  MEDIAN LOCAL ACCURACY AND DIST (024 points)   0.54   0.83     41.43
 QP1816  -------------------------------------------------------------------
 QP1816  NOTE: Click here for information on individual local accuracy
 QP1816  values and other accuracy information.
 QP1816
 QP1816
 QP1816.The horizontal coordinates were established by GPS observations
 QP1816.and adjusted by the National Geodetic Survey in February 2007.
 QP1816
 QP1816.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1816.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1816
 QP1816.The horizontal coordinates are valid at the epoch date displayed above
 QP1816.which is a decimal equivalence of Year/Month/Day.
 QP1816
 QP1816.The orthometric height was determined by differential leveling and
 QP1816.adjusted in June 1995.
 QP1816
 QP1816.Photographs are available for this station.
 QP1816
 QP1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1816
 QP1816.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1816
 QP1816.The ellipsoidal height was determined by GPS observations
 QP1816.and is referenced to NAD 83.
 QP1816
 QP1816.The dynamic height is computed by dividing the NAVD 88
 QP1816.geopotential number by the normal gravity value computed on the
 QP1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1816.degrees latitude (g = 980.6199 gals.).
 QP1816
 QP1816.The modeled gravity was interpolated from observed gravity values.
 QP1816
 QP1816. The following values were computed from the NAD 83(2007) position.
 QP1816
 QP1816;                    North         East     Units Scale Factor Converg.
 QP1816;SPC MN C     -   200,463.535   674,076.993   MT  0.99995169   -1 10 25.6
 QP1816;SPC MN C     -   657,687.45  2,211,534.27   sFT  0.99995169   -1 10 25.6
 QP1816;UTM  15      - 5,086,092.463   277,137.226   MT  1.00021064   -2 03 48.6
 QP1816
 QP1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1816!SPC MN C     -   0.99994813  x   0.99995169  =   0.99989983
 QP1816!UTM  15      -   0.99994813  x   1.00021064  =   1.00015876
 QP1816
 QP1816                          SUPERSEDED SURVEY CONTROL
 QP1816
 QP1816  NAD 83(1996)-  45 53 32.21103(N)    095 52 21.46455(W) AD(       ) B
 QP1816  ELLIP H (01/15/97)  330.894  (m)                       GP(       ) 4 1
 QP1816  NAVD 88 (01/15/97)  357.12   (m)         1171.7    (f) LEVELING    3  
 QP1816
 QP1816.Superseded values are not recommended for survey control.
 QP1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1816.See file dsdata.txt to determine how the superseded data were derived.
 QP1816
 QP1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7713786092(NAD 83)
 QP1816
 QP1816_MARKER: DV = VERTICAL CONTROL DISK
 QP1816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1816_SP_SET: COPPER-CLAD STEEL ROD
 QP1816_STAMPING: 2609 M 1979
 QP1816_MARK LOGO: MNDT  
 QP1816_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1816+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 QP1816_ROD/PIPE-DEPTH: 14.6 meters
 QP1816
 QP1816  HISTORY     - Date     Condition        Report By
 QP1816  HISTORY     - 1979     MONUMENTED       MNDT
 QP1816  HISTORY     - 19940622 GOOD             MNDT
 QP1816  HISTORY     - 20040727 GOOD             MNDT
 QP1816  HISTORY     - 20040727 GOOD             MNDT
 QP1816  HISTORY     - 20040804 GOOD             MNDT
 QP1816  HISTORY     - 20041117 GOOD             MNDT
 QP1816  HISTORY     - 20070926 GOOD             MNDT
 QP1816
 QP1816                          STATION DESCRIPTION
 QP1816
 QP1816'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1816'1.25 MI SE FROM BARRETT.
 QP1816'THE MARK IS LOCATED 1.25 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1816'ITS JUNCTION WITH TRUNK HIGHWAY 59 AT BARRETT NEAR TRUNK HIGHWAY 55
 QP1816'MILE POINT 40.05 IN THE SE 1/4 OF SECTION 18, T128N, R41W.  THE MARK
 QP1816'IS 116 FEET SOUTHEAST OF THE SOUTHEAST FACE OF A TELEPHONE CABLE BOX
 QP1816'NUMBERED KETN R 1830, 74 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 QP1816'CENTERLINE OF TRUNK HIGHWAY 55, 10 FEET EAST OF THE EXTENDED CENTER
 QP1816'OF A T-ROAD TO THE SOUTH, 2 FEET SOUTHEAST OF A STEEL RIGHT-OF-WAY
 QP1816'SIGN POST AND 0.9 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK,
 QP1816'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 M 1979---,
 QP1816'IS CRINPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 48 FOOT LONG
 QP1816'COPPER-CLAD STEEL ROD THAT IS FLUSH WITH THE GROUND.
 QP1816
 QP1816                          STATION RECOVERY (1994)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 QP1816'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 QP1816'BY DAVID K.  HERDER, TYPED BY D.J.E.
 QP1816
 QP1816                          STATION RECOVERY (2004)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1816'1.3 MILES SOUTHEAST OF BARRETT, 1.25 MILES SOUTHEAST OF JUNCTION OF
 QP1816'TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN BARRETT, AT TRUNK HIGHWAY 55
 QP1816'MILEPOINT 40.05, 74 FEET NORTHEAST OF TRUNK HIGHWAY 55, 95 FEET
 QP1816'EAST-SOUTHEAST OF ENTRANCE, 70 FEET SOUTHWEST OF RAILROAD, 69 FEET
 QP1816'SOUTHEAST OF CABLE MARKER, 10 FEET EAST OF TEE ROAD SOUTH EXTENDED,
 QP1816'2.0 FEET SOUTHEAST OF RIGHT OF WAY POST, 0.9 FEET SOUTHWEST OF WITNESS
 QP1816'POST.
 QP1816
 QP1816                          STATION RECOVERY (2004)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 QP1816'1.3 MILES SOUTHEAST OF BARRETT, 1.25 MILES SOUTHEAST OF JUNCTION OF
 QP1816'TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN BARRETT, AT TRUNK HIGHWAY 55
 QP1816'MILEPOINT 40.05, 74 FEET NORTHEAST OF TRUNK HIGHWAY 55, 95 FEET
 QP1816'EAST-SOUTHEAST OF ENTRANCE, 70 FEET SOUTHWEST OF RAILROAD, 69 FEET
 QP1816'SOUTHEAST OF CABLE MARKER, 10 FEET EAST OF TEE ROAD SOUTH EXTENDED,
 QP1816'2.0 FEET SOUTHEAST OF RIGHT OF WAY POST, 0.9 FEET SOUTHWEST OF WITNESS
 QP1816'POST.
 QP1816
 QP1816                          STATION RECOVERY (2004)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JBG)
 QP1816'1.3 MILES SOUTHEAST OF BARRETT, 1.25 MILES SOUTHEAST OF JUNCTION OF
 QP1816'TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN BARRETT, AT TRUNK HIGHWAY 55
 QP1816'MILEPOINT 40.05, 74 FEET NORTHEAST OF TRUNK HIGHWAY 55, 95 FEET
 QP1816'EAST-SOUTHEAST OF ENTRANCE, 70 FEET SOUTHWEST OF RAILROAD, 69 FEET
 QP1816'SOUTHEAST OF CABLE MARKER, 10 FEET EAST OF TEE ROAD SOUTH EXTENDED,
 QP1816'2.0 FEET SOUTHEAST OF RIGHT OF WAY POST, 0.9 FEET SOUTHWEST OF WITNESS
 QP1816'POST.
 QP1816
 QP1816                          STATION RECOVERY (2004)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1816'1.3 MILES SOUTHEAST OF BARRETT, 1.25 MILES SOUTHEAST OF JUNCTION OF
 QP1816'TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN BARRETT, AT TRUNK HIGHWAY 55
 QP1816'MILEPOINT 40.05, 74 FEET NORTHEAST OF TRUNK HIGHWAY 55, 95 FEET
 QP1816'EAST-SOUTHEAST OF ENTRANCE, 70 FEET SOUTHWEST OF RAILROAD, 69 FEET
 QP1816'SOUTHEAST OF CABLE MARKER, 10 FEET EAST OF TEE ROAD SOUTH EXTENDED,
 QP1816'2.0 FEET SOUTHEAST OF RIGHT OF WAY POST, 0.9 FEET SOUTHWEST OF WITNESS
 QP1816'POST.
 QP1816
 QP1816                          STATION RECOVERY (2007)
 QP1816
 QP1816'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 QP1816'THE MARK IS LOCATED1.3 MILES SOUTHEAST OF BARRETT, 1.25 MILES
 QP1816'SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 59 IN
 QP1816'BARRETT, AT TRUNK HIGHWAY 55 MILE POINT 40.05, 74 FEET NORTHEAST OF
 QP1816'TRUNK HIGHWAY 55, 95 FEET EAST-SOUTHEAST OF ENTRANCE, 70 FEET
 QP1816'SOUTHWEST OF RAILROAD, 69 FEET SOUTHEAST OF CABLE MARKER, 10 FEET EAST
 QP1816'OF TEE ROAD SOUTH EXTENDED, 2.0 FEET SOUTHEAST OF RIGHT OF WAY POST,
 QP1816'0.9 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1813 ***********************************************************************
 QP1813  DESIGNATION -  2609 N
 QP1813  PID         -  QP1813
 QP1813  STATE/COUNTY-  MN/GRANT
 QP1813  COUNTRY     -  US
 QP1813  USGS QUAD   -  ERDAHL (1973)
 QP1813
 QP1813                         *CURRENT SURVEY CONTROL
 QP1813  ______________________________________________________________________
 QP1813* NAD 83(1986) POSITION- 45 53 19.12   (N) 095 51 43.92   (W)   HD_HELD1  
 QP1813* NAVD 88 ORTHO HEIGHT -   372.258  (meters)    1221.32  (feet) ADJUSTED  
 QP1813  ______________________________________________________________________
 QP1813  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 QP1813  DYNAMIC HEIGHT  -        372.256 (meters)     1221.31  (feet) COMP
 QP1813  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QP1813
 QP1813  VERT ORDER      -  SECOND    CLASS I
 QP1813
 QP1813.The horizontal coordinates were established by differentially corrected
 QP1813.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1813.
 QP1813.The orthometric height was determined by differential leveling and
 QP1813.adjusted in June 1995.
 QP1813
 QP1813.Photographs are available for this station.
 QP1813
 QP1813.The dynamic height is computed by dividing the NAVD 88
 QP1813.geopotential number by the normal gravity value computed on the
 QP1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1813.degrees latitude (g = 980.6199 gals.).
 QP1813
 QP1813.The modeled gravity was interpolated from observed gravity values.
 QP1813
 QP1813;                    North         East    Units  Estimated Accuracy
 QP1813;SPC MN C     -   200,042.9     674,878.0     MT  (+/- 3 meters HH1 GPS) 
 QP1813
 QP1813                          SUPERSEDED SURVEY CONTROL
 QP1813
 QP1813.No superseded survey control is available for this station.
 QP1813
 QP1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7793185659(NAD 83)
 QP1813
 QP1813_MARKER: DV = VERTICAL CONTROL DISK
 QP1813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1813_SP_SET: COPPER-CLAD STEEL ROD
 QP1813_STAMPING: 2609 N 1979
 QP1813_MARK LOGO: MNDT  
 QP1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1813
 QP1813  HISTORY     - Date     Condition        Report By
 QP1813  HISTORY     - 1979     MONUMENTED       MNDT
 QP1813
 QP1813                          STATION DESCRIPTION
 QP1813
 QP1813'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1813'1.85 MI SE FROM BARRETT.
 QP1813'THE MARK IS LOCATED 1.85 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1813'ITS JUNCTION WITH TRUNK HIGHWAY 59 IN BARRETT NEAR TRUNK HIGHWAY 55
 QP1813'MILE POINT 40.65 IN THE NW 1/4 OF SECTION 20, T128N, R41W.  THE MARK
 QP1813'IS 235.5 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 80.5
 QP1813'FEET EAST-SOUTHEAST OF A POWER POLE ON A NORTH-SOUTH LINE, 42 FEET
 QP1813'EAST OF THE CENTER OF A TOWNSHIP ROAD, 21.1 FEET EAST-NORTHEAST OF
 QP1813'THE NORTHEAST CORNER OF A WOOD WINGWALL OF A RAILROAD TRESTLE, 1.8
 QP1813'FEET SOUTHWEST OF A TELEGRAPH POLE AND 0.8 FOOT SOUTHWEST OF A STEEL
 QP1813'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1813'STAMPED---2609 N 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1813'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 QP1813'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1812 ***********************************************************************
 QP1812  DESIGNATION -  2609 P
 QP1812  PID         -  QP1812
 QP1812  STATE/COUNTY-  MN/GRANT
 QP1812  COUNTRY     -  US
 QP1812  USGS QUAD   -  ERDAHL (1973)
 QP1812
 QP1812                         *CURRENT SURVEY CONTROL
 QP1812  ______________________________________________________________________
 QP1812* NAD 83(1986) POSITION- 45 52 58.08   (N) 095 50 45.91   (W)   HD_HELD1  
 QP1812* NAVD 88 ORTHO HEIGHT -   367.591  (meters)    1206.00  (feet) ADJUSTED  
 QP1812  ______________________________________________________________________
 QP1812  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 QP1812  DYNAMIC HEIGHT  -        367.588 (meters)     1205.99  (feet) COMP
 QP1812  MODELED GRAVITY -    980,598.2   (mgal)                       NAVD 88
 QP1812
 QP1812  VERT ORDER      -  SECOND    CLASS I
 QP1812
 QP1812.The horizontal coordinates were established by differentially corrected
 QP1812.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1812.
 QP1812.The orthometric height was determined by differential leveling and
 QP1812.adjusted in June 1995.
 QP1812
 QP1812.Photographs are available for this station.
 QP1812
 QP1812.The dynamic height is computed by dividing the NAVD 88
 QP1812.geopotential number by the normal gravity value computed on the
 QP1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1812.degrees latitude (g = 980.6199 gals.).
 QP1812
 QP1812.The modeled gravity was interpolated from observed gravity values.
 QP1812
 QP1812;                    North         East    Units  Estimated Accuracy
 QP1812;SPC MN C     -   199,368.1     676,115.3     MT  (+/- 3 meters HH1 GPS) 
 QP1812
 QP1812                          SUPERSEDED SURVEY CONTROL
 QP1812
 QP1812.No superseded survey control is available for this station.
 QP1812
 QP1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7915884965(NAD 83)
 QP1812
 QP1812_MARKER: DV = VERTICAL CONTROL DISK
 QP1812_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1812_SP_SET: COPPER-CLAD STEEL ROD
 QP1812_STAMPING: 2609 P 1979
 QP1812_MARK LOGO: MNDT  
 QP1812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1812
 QP1812  HISTORY     - Date     Condition        Report By
 QP1812  HISTORY     - 1979     MONUMENTED       MNDT
 QP1812
 QP1812                          STATION DESCRIPTION
 QP1812
 QP1812'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1812'2.7 MI SE FROM BARRETT.
 QP1812'THE MARK IS LOCATED 2.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1812'ITS JUNCTION WITH TRUNK HIGHWAY 59 IN BARRETT NEAR TRUNK HIGHWAY 55
 QP1812'MILE POINT 41.5 IN THE SE 1/4 OF SECTION 20, T128N, R41W.  THE MARK
 QP1812'IS 183.8 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 48
 QP1812'FEET NORTHEAST OF AND ABOUT 3 FEET LOWER THAN THE NORTHEAST RAIL OF
 QP1812'THE SOO LINE RAILROAD, 30 FEET EAST OF THE CENTER OF A TOWNSHIP ROAD,
 QP1812'21.7 FEET NORTHEAST OF A TELEGRAPH POLE, 2.8 FEET WEST OF A WOOD
 QP1812'FENCE POST AND 0.8 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE MARK,
 QP1812'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 P 1979---,
 QP1812'IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG
 QP1812'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1811 ***********************************************************************
 QP1811  DESIGNATION -  2609 Q
 QP1811  PID         -  QP1811
 QP1811  STATE/COUNTY-  MN/GRANT
 QP1811  COUNTRY     -  US
 QP1811  USGS QUAD   -  HOFFMAN (1973)
 QP1811
 QP1811                         *CURRENT SURVEY CONTROL
 QP1811  ______________________________________________________________________
 QP1811* NAD 83(1986) POSITION- 45 52 27.     (N) 095 50 11.     (W)   SCALED    
 QP1811* NAVD 88 ORTHO HEIGHT -   371.917  (meters)    1220.20  (feet) ADJUSTED  
 QP1811  ______________________________________________________________________
 QP1811  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 QP1811  DYNAMIC HEIGHT  -        371.914 (meters)     1220.19  (feet) COMP
 QP1811  MODELED GRAVITY -    980,597.5   (mgal)                       NAVD 88
 QP1811
 QP1811  VERT ORDER      -  SECOND    CLASS I
 QP1811
 QP1811.The horizontal coordinates were scaled from a topographic map and have
 QP1811.an estimated accuracy of +/- 6 seconds.
 QP1811.
 QP1811.The orthometric height was determined by differential leveling and
 QP1811.adjusted in June 1995.
 QP1811
 QP1811.The dynamic height is computed by dividing the NAVD 88
 QP1811.geopotential number by the normal gravity value computed on the
 QP1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1811.degrees latitude (g = 980.6199 gals.).
 QP1811
 QP1811.The modeled gravity was interpolated from observed gravity values.
 QP1811
 QP1811;                    North         East    Units  Estimated Accuracy
 QP1811;SPC MN C     -   198,390.      676,850.      MT  (+/- 180 meters Scaled)
 QP1811
 QP1811                          SUPERSEDED SURVEY CONTROL
 QP1811
 QP1811.No superseded survey control is available for this station.
 QP1811
 QP1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL798839(NAD 83)
 QP1811
 QP1811_MARKER: DB = BENCH MARK DISK
 QP1811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1811_SP_SET: COPPER-CLAD STEEL ROD
 QP1811_STAMPING: 2609 Q 1979
 QP1811_MARK LOGO: MNDT  
 QP1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1811
 QP1811  HISTORY     - Date     Condition        Report By
 QP1811  HISTORY     - 1979     MONUMENTED       MNDT
 QP1811
 QP1811                          STATION DESCRIPTION
 QP1811
 QP1811'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1811'3.75 MI NW FROM HOFFMAN.
 QP1811'THE MARK IS LOCATED 3.75 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1811'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE
 QP1811'POINT 42.2 IN THE NW 1/4 OF SECTION 28, T128N, R41W.  THE MARK IS
 QP1811'169.6 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 41.5 FEET
 QP1811'NORTHEAST OF AND ABOUT LEVEL WITH THE NORTHEAST RAIL OF THE SOO LINE
 QP1811'RAILROAD, 26 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 2 FEET SOUTH
 QP1811'OF A TELEGRAPH POLE AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.
 QP1811'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 Q
 QP1811'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 QP1811'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 QP1811'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1810 ***********************************************************************
 QP1810  DESIGNATION -  2609 R
 QP1810  PID         -  QP1810
 QP1810  STATE/COUNTY-  MN/GRANT
 QP1810  COUNTRY     -  US
 QP1810  USGS QUAD   -  HOFFMAN (1973)
 QP1810
 QP1810                         *CURRENT SURVEY CONTROL
 QP1810  ______________________________________________________________________
 QP1810* NAD 83(1986) POSITION- 45 51 53.41   (N) 095 49 40.31   (W)   HD_HELD1  
 QP1810* NAVD 88 ORTHO HEIGHT -   374.560  (meters)    1228.87  (feet) ADJUSTED  
 QP1810  ______________________________________________________________________
 QP1810  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 QP1810  DYNAMIC HEIGHT  -        374.557 (meters)     1228.86  (feet) COMP
 QP1810  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 QP1810
 QP1810  VERT ORDER      -  SECOND    CLASS I
 QP1810
 QP1810.The horizontal coordinates were established by differentially corrected
 QP1810.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1810.
 QP1810.The orthometric height was determined by differential leveling and
 QP1810.adjusted in June 1995.
 QP1810
 QP1810.Photographs are available for this station.
 QP1810
 QP1810.The dynamic height is computed by dividing the NAVD 88
 QP1810.geopotential number by the normal gravity value computed on the
 QP1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1810.degrees latitude (g = 980.6199 gals.).
 QP1810
 QP1810.The modeled gravity was interpolated from observed gravity values.
 QP1810
 QP1810;                    North         East    Units  Estimated Accuracy
 QP1810;SPC MN C     -   197,343.6     677,489.7     MT  (+/- 3 meters HH1 GPS) 
 QP1810
 QP1810                          SUPERSEDED SURVEY CONTROL
 QP1810
 QP1810.No superseded survey control is available for this station.
 QP1810
 QP1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8050182919(NAD 83)
 QP1810
 QP1810_MARKER: DV = VERTICAL CONTROL DISK
 QP1810_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1810_SP_SET: COPPER-CLAD STEEL ROD
 QP1810_STAMPING: 2609 R 1979
 QP1810_MARK LOGO: MNDT  
 QP1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1810
 QP1810  HISTORY     - Date     Condition        Report By
 QP1810  HISTORY     - 1979     MONUMENTED       MNDT
 QP1810
 QP1810                          STATION DESCRIPTION
 QP1810
 QP1810'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1810'3 MI NW FROM HOFFMAN.
 QP1810'THE MARK IS LOCATED 3 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM ITS
 QP1810'JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE POST
 QP1810'43 IN THE SE 1/4 OF SECTION 28, T128N, R41W.  THE MARK IS 200 FEET
 QP1810'NORTHEAST OF MILE POST 43, 168.8 FEET NORTHEAST OF THE CENTERLINE OF
 QP1810'TRUNK HIGHWAY 55, 40.8 FEET NORTHEAST OF AND ABOUT 2 FEET LOWER THAN
 QP1810'THE NORTHEAST RAIL OF THE SOO LINE RAILROAD, 20 FEET SOUTHEAST OF THE
 QP1810'CENTER OF A FIELD ROAD, 11.6 FEET SOUTH-SOUTHEAST OF A FENCE POST AT
 QP1810'A GATE, 1.3 FEET SOUTHWEST OF A TELEGRAPH POLE AND 0.6 FOOT SOUTHWEST
 QP1810'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QP1810'MARK DISK STAMPED---2609 R 1979---, IS CRIMPED TO THE TOP OF A DRIVEN
 QP1810'5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS
 QP1810'2 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1809 ***********************************************************************
 QP1809  DESIGNATION -  2609 S
 QP1809  PID         -  QP1809
 QP1809  STATE/COUNTY-  MN/GRANT
 QP1809  COUNTRY     -  US
 QP1809  USGS QUAD   -  HOFFMAN (1973)
 QP1809
 QP1809                         *CURRENT SURVEY CONTROL
 QP1809  ______________________________________________________________________
 QP1809* NAD 83(1986) POSITION- 45 51 25.     (N) 095 49 11.     (W)   SCALED    
 QP1809* NAVD 88 ORTHO HEIGHT -   377.207  (meters)    1237.55  (feet) ADJUSTED  
 QP1809  ______________________________________________________________________
 QP1809  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 QP1809  DYNAMIC HEIGHT  -        377.204 (meters)     1237.54  (feet) COMP
 QP1809  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 QP1809
 QP1809  VERT ORDER      -  SECOND    CLASS I
 QP1809
 QP1809.The horizontal coordinates were scaled from a topographic map and have
 QP1809.an estimated accuracy of +/- 6 seconds.
 QP1809.
 QP1809.The orthometric height was determined by differential leveling and
 QP1809.adjusted in June 1995.
 QP1809
 QP1809.The dynamic height is computed by dividing the NAVD 88
 QP1809.geopotential number by the normal gravity value computed on the
 QP1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1809.degrees latitude (g = 980.6199 gals.).
 QP1809
 QP1809.The modeled gravity was interpolated from observed gravity values.
 QP1809
 QP1809;                    North         East    Units  Estimated Accuracy
 QP1809;SPC MN C     -   196,450.      678,100.      MT  (+/- 180 meters Scaled)
 QP1809
 QP1809                          SUPERSEDED SURVEY CONTROL
 QP1809
 QP1809.No superseded survey control is available for this station.
 QP1809
 QP1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL811820(NAD 83)
 QP1809
 QP1809_MARKER: DB = BENCH MARK DISK
 QP1809_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1809_SP_SET: COPPER-CLAD STEEL ROD
 QP1809_STAMPING: 2609 S 1979
 QP1809_MARK LOGO: MNDT  
 QP1809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1809
 QP1809  HISTORY     - Date     Condition        Report By
 QP1809  HISTORY     - 1979     MONUMENTED       MNDT
 QP1809
 QP1809                          STATION DESCRIPTION
 QP1809
 QP1809'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1809'2.35 MI NW FROM HOFFMAN.
 QP1809'THE MARK IS LOCATED 2.35 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1809'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE
 QP1809'POINT 43.65 IN THE NW 1/4 OF SECTION 34, T128N, R41W.  THE MARK IS
 QP1809'170.8 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 87 FEET
 QP1809'EAST OF THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD, 42.8 FEET
 QP1809'NORTHEAST OF AND ABOUT 3 FEET LOWER THAN THE NORTHEAST RAIL OF THE
 QP1809'SOO LINE RAILROAD, 3 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE, 2 FEET
 QP1809'SOUTHEAST OF A TELEGRAPH POLE AND 0.6 FOOT SOUTHWEST OF A STEEL
 QP1809'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1809'STAMPED---2609 S 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH
 QP1809'DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES
 QP1809'ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1808 ***********************************************************************
 QP1808  DESIGNATION -  2609 T
 QP1808  PID         -  QP1808
 QP1808  STATE/COUNTY-  MN/GRANT
 QP1808  COUNTRY     -  US
 QP1808  USGS QUAD   -  HOFFMAN (1973)
 QP1808
 QP1808                         *CURRENT SURVEY CONTROL
 QP1808  ______________________________________________________________________
 QP1808* NAD 83(1986) POSITION- 45 50 54.     (N) 095 48 43.     (W)   SCALED    
 QP1808* NAVD 88 ORTHO HEIGHT -   380.486  (meters)    1248.31  (feet) ADJUSTED  
 QP1808  ______________________________________________________________________
 QP1808  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 QP1808  DYNAMIC HEIGHT  -        380.483 (meters)     1248.30  (feet) COMP
 QP1808  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 QP1808
 QP1808  VERT ORDER      -  SECOND    CLASS I
 QP1808
 QP1808.The horizontal coordinates were scaled from a topographic map and have
 QP1808.an estimated accuracy of +/- 6 seconds.
 QP1808.
 QP1808.The orthometric height was determined by differential leveling and
 QP1808.adjusted in June 1995.
 QP1808
 QP1808.The dynamic height is computed by dividing the NAVD 88
 QP1808.geopotential number by the normal gravity value computed on the
 QP1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1808.degrees latitude (g = 980.6199 gals.).
 QP1808
 QP1808.The modeled gravity was interpolated from observed gravity values.
 QP1808
 QP1808;                    North         East    Units  Estimated Accuracy
 QP1808;SPC MN C     -   195,490.      678,690.      MT  (+/- 180 meters Scaled)
 QP1808
 QP1808                          SUPERSEDED SURVEY CONTROL
 QP1808
 QP1808.No superseded survey control is available for this station.
 QP1808
 QP1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL816810(NAD 83)
 QP1808
 QP1808_MARKER: DB = BENCH MARK DISK
 QP1808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1808_SP_SET: COPPER-CLAD STEEL ROD
 QP1808_STAMPING: 2609 T 1979
 QP1808_MARK LOGO: MNDT  
 QP1808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1808
 QP1808  HISTORY     - Date     Condition        Report By
 QP1808  HISTORY     - 1979     MONUMENTED       MNDT
 QP1808
 QP1808                          STATION DESCRIPTION
 QP1808
 QP1808'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1808'1.6 MI NW FROM HOFFMAN.
 QP1808'THE MARK IS LOCATED 1.6 MILES NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1808'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE
 QP1808'POINT 44.35 IN THE SW 1/4 OF SECTION 34, T128N, R41W.  THE MARK IS
 QP1808'157.9 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 95.4 FEET
 QP1808'NORTH OF THE NORTHWEST CORNER OF A BURIER CABLE JUNCTION BOX, 122.7
 QP1808'FEET NORTH OF THE NORTHWEST END OF AN 18 INCH METAL CULVERT UNDER A
 QP1808'FIELD ENTRANCE, 49 FEET NORTHWEST OF THE CENTER OF THE FIELD
 QP1808'ENTRANCE, 30.8 FEET NORTHEAST OF AND ABOUT 2 FEET LOWER THAN THE
 QP1808'NORTHEAST RAIL OF THE SOO LINE RAILROAD, 1.4 FEET SOUTHWEST OF A
 QP1808'TELEGRAPH POLE AND 0.6 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 QP1808'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 T
 QP1808'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 QP1808'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE
 QP1808'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1807 ***********************************************************************
 QP1807  DESIGNATION -  2609 U
 QP1807  PID         -  QP1807
 QP1807  STATE/COUNTY-  MN/GRANT
 QP1807  COUNTRY     -  US
 QP1807  USGS QUAD   -  HOFFMAN (1973)
 QP1807
 QP1807                         *CURRENT SURVEY CONTROL
 QP1807  ______________________________________________________________________
 QP1807* NAD 83(1986) POSITION- 45 50 16.46   (N) 095 48 08.05   (W)   HD_HELD1  
 QP1807* NAVD 88 ORTHO HEIGHT -   379.679  (meters)    1245.66  (feet) ADJUSTED  
 QP1807  ______________________________________________________________________
 QP1807  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 QP1807  DYNAMIC HEIGHT  -        379.675 (meters)     1245.65  (feet) COMP
 QP1807  MODELED GRAVITY -    980,593.7   (mgal)                       NAVD 88
 QP1807
 QP1807  VERT ORDER      -  SECOND    CLASS I
 QP1807
 QP1807.The horizontal coordinates were established by differentially corrected
 QP1807.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1807.
 QP1807.The orthometric height was determined by differential leveling and
 QP1807.adjusted in June 1995.
 QP1807
 QP1807.Photographs are available for this station.
 QP1807
 QP1807.The dynamic height is computed by dividing the NAVD 88
 QP1807.geopotential number by the normal gravity value computed on the
 QP1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1807.degrees latitude (g = 980.6199 gals.).
 QP1807
 QP1807.The modeled gravity was interpolated from observed gravity values.
 QP1807
 QP1807;                    North         East    Units  Estimated Accuracy
 QP1807;SPC MN C     -   194,311.7     679,420.7     MT  (+/- 3 meters HH1 GPS) 
 QP1807
 QP1807                          SUPERSEDED SURVEY CONTROL
 QP1807
 QP1807.No superseded survey control is available for this station.
 QP1807
 QP1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8238679856(NAD 83)
 QP1807
 QP1807_MARKER: DV = VERTICAL CONTROL DISK
 QP1807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1807_SP_SET: COPPER-CLAD STEEL ROD
 QP1807_STAMPING: 2609 U 1979
 QP1807_MARK LOGO: MNDT  
 QP1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1807
 QP1807  HISTORY     - Date     Condition        Report By
 QP1807  HISTORY     - 1979     MONUMENTED       MNDT
 QP1807
 QP1807                          STATION DESCRIPTION
 QP1807
 QP1807'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1807'0.75 MI NW FROM HOFFMAN.
 QP1807'THE MARK IS LOCATED 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY 55 FROM
 QP1807'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE
 QP1807'POINT 45.2 IN THE SE 1/4 OF SECTION 3, T127N, R41W.  THE MARK IS
 QP1807'108.8 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 QP1807'HIGHWAY 55, 66.9 FEET NORTH-NORTHEAST OF THE SOUTHEAST END OF AN 18
 QP1807'INCH METAL CULVERT UNDER A FIELD ENTRANCE, 61.5 FEET WEST-SOUTHWEST
 QP1807'OF THE FOURTH TELEGRAPH POLE SOUTHWEST OF RAILROAD MILE POST 146,
 QP1807'34.8 FEET NORTH-NORTHWEST OF A BURIED CABLE MARKER, 27 FEET SOUTHEAST
 QP1807'OF THE CENTER OF A FIELD ROAD, 19.8 FEET SOUTHWEST OF AND ABOUT 3
 QP1807'FEET LOWER THAN THE SOUTHWEST RAIL OF THE SOO LINE RAILROAD AND 0.7
 QP1807'FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1807'VERTICAL CONTROL MARK DISK STAMPED---2609 U 1979---, IS CRIMPED TO
 QP1807'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 QP1807'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1806 ***********************************************************************
 QP1806  DESIGNATION -  2609 V
 QP1806  PID         -  QP1806
 QP1806  STATE/COUNTY-  MN/GRANT
 QP1806  COUNTRY     -  US
 QP1806  USGS QUAD   -  HOFFMAN (1973)
 QP1806
 QP1806                         *CURRENT SURVEY CONTROL
 QP1806  ______________________________________________________________________
 QP1806* NAD 83(1986) POSITION- 45 49 46.     (N) 095 47 34.     (W)   SCALED    
 QP1806* NAVD 88 ORTHO HEIGHT -   379.241  (meters)    1244.23  (feet) ADJUSTED  
 QP1806  ______________________________________________________________________
 QP1806  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 QP1806  DYNAMIC HEIGHT  -        379.237 (meters)     1244.21  (feet) COMP
 QP1806  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QP1806
 QP1806  VERT ORDER      -  SECOND    CLASS I
 QP1806
 QP1806.The horizontal coordinates were scaled from a topographic map and have
 QP1806.an estimated accuracy of +/- 6 seconds.
 QP1806.
 QP1806.The orthometric height was determined by differential leveling and
 QP1806.adjusted in June 1995.
 QP1806
 QP1806.The dynamic height is computed by dividing the NAVD 88
 QP1806.geopotential number by the normal gravity value computed on the
 QP1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1806.degrees latitude (g = 980.6199 gals.).
 QP1806
 QP1806.The modeled gravity was interpolated from observed gravity values.
 QP1806
 QP1806;                    North         East    Units  Estimated Accuracy
 QP1806;SPC MN C     -   193,360.      680,140.      MT  (+/- 180 meters Scaled)
 QP1806
 QP1806                          SUPERSEDED SURVEY CONTROL
 QP1806
 QP1806.No superseded survey control is available for this station.
 QP1806
 QP1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL830788(NAD 83)
 QP1806
 QP1806_MARKER: DB = BENCH MARK DISK
 QP1806_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1806+WITH SETTING: PAVEMENT
 QP1806_SP_SET: BASE OF RAILROAD SIGNAL
 QP1806_STAMPING: 2609 V 1979
 QP1806_MARK LOGO: MNDT  
 QP1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1806+STABILITY: SURFACE MOTION
 QP1806
 QP1806  HISTORY     - Date     Condition        Report By
 QP1806  HISTORY     - 1979     MONUMENTED       MNDT
 QP1806  HISTORY     - 1984     GOOD             MNDT
 QP1806
 QP1806                          STATION DESCRIPTION
 QP1806
 QP1806'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1806'IN HOFFMAN.
 QP1806'THE MARK IS LOCATED IN HOFFMAN NEAR THE RAILROAD DEPOT IN THE NW 1/4
 QP1806'OF SECTION 11, T127N, R41W.  THE MARK IS IN THE CENTER OF THE
 QP1806'SOUTHWEST SIDE OF THE CONCRETE BASE OF A RAILROAD SIGNAL, 94.7 FEET
 QP1806'EAST OF THE NORTHEAST CORNER OF THE 1-STORY FRAME DEPOT, 60 FEET
 QP1806'NORTHEAST OF AND ABOUT LEVEL WITH THE NORTHEAST RAIL OF THE MAIN LINE
 QP1806'TRACKS, 43 FEET NORTHWEST OF THE CENTER OF MAIN AVENUE AND 9 FEET
 QP1806'NORTHEAST OF THE NORTHEAST RAIL OF THE SPUR LINE TRACK.  THE MARK, A
 QP1806'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 V 1979---, IS
 QP1806'SET IN A DRILL HOLE IN THE BASE OF THE RAILROAD SIGNAL.
 QP1806
 QP1806                          STATION RECOVERY (1984)
 QP1806
 QP1806'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QP1806'THE MARK, AS DESCRIBED IN 1979, WAS RECOVERED IN GOOD CONDITION.
 QP1806'ADD--1.9 FEET NORTHWEST OF THE SOUTH EDGE OF THE CONCRETE BASE OF THE
 QP1806'RAILROAD SIGNAL.  NOTE--THE DEPOT HAS BEEN REMOVED AND A METAL SHED
 QP1806'WAS BUILT IN THE SAME AREA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1805 ***********************************************************************
 QP1805  DESIGNATION -  2609 W
 QP1805  PID         -  QP1805
 QP1805  STATE/COUNTY-  MN/GRANT
 QP1805  COUNTRY     -  US
 QP1805  USGS QUAD   -  HOFFMAN (1973)
 QP1805
 QP1805                         *CURRENT SURVEY CONTROL
 QP1805  ______________________________________________________________________
 QP1805* NAD 83(1986) POSITION- 45 49 51.     (N) 095 47 21.     (W)   SCALED    
 QP1805* NAVD 88 ORTHO HEIGHT -   381.996  (meters)    1253.27  (feet) ADJUSTED  
 QP1805  ______________________________________________________________________
 QP1805  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 QP1805  DYNAMIC HEIGHT  -        381.991 (meters)     1253.25  (feet) COMP
 QP1805  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 QP1805
 QP1805  VERT ORDER      -  SECOND    CLASS I
 QP1805
 QP1805.The horizontal coordinates were scaled from a topographic map and have
 QP1805.an estimated accuracy of +/- 6 seconds.
 QP1805.
 QP1805.The orthometric height was determined by differential leveling and
 QP1805.adjusted in June 1995.
 QP1805
 QP1805.The dynamic height is computed by dividing the NAVD 88
 QP1805.geopotential number by the normal gravity value computed on the
 QP1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1805.degrees latitude (g = 980.6199 gals.).
 QP1805
 QP1805.The modeled gravity was interpolated from observed gravity values.
 QP1805
 QP1805;                    North         East    Units  Estimated Accuracy
 QP1805;SPC MN C     -   193,510.      680,420.      MT  (+/- 180 meters Scaled)
 QP1805
 QP1805                          SUPERSEDED SURVEY CONTROL
 QP1805
 QP1805.No superseded survey control is available for this station.
 QP1805
 QP1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL833790(NAD 83)
 QP1805
 QP1805_MARKER: DB = BENCH MARK DISK
 QP1805_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP1805_SP_SET: CONCRETE HOUSING
 QP1805_STAMPING: 2609 W 1979
 QP1805_MARK LOGO: MNDT  
 QP1805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1805
 QP1805  HISTORY     - Date     Condition        Report By
 QP1805  HISTORY     - 1979     MONUMENTED       MNDT
 QP1805  HISTORY     - 1984     GOOD             MNDT
 QP1805
 QP1805                          STATION DESCRIPTION
 QP1805
 QP1805'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1805'IN HOFFMAN.
 QP1805'THE MARK IS LOCATED IN HOFFMAN AT THE SCHOOL IN THE NE 1/4 OF SECTION
 QP1805'11, T127N, R41W.  THE MARK IS 71.2 FEET SOUTH OF THE NORTHWEST CORNER
 QP1805'OF THE HOFFMAN SCHOOL BUILDING, 63.9 FEET EAST OF THE EAST CURB OF
 QP1805'THIRD STREET NORTH, 49 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF
 QP1805'MAIN AVENUE, 3.7 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QP1805'SCHOOL ADDITION, 2.5 FEET NORTHWEST OF THE CENTER OF THE MANHOLE IN
 QP1805'THE ROOF OF THE BOILER ROOM, 0.7 FOOT SOUTH OF THE SOUTH WALL OF THE
 QP1805'SCHOOL ADDITION AND ABOUT LEVEL WITH THE GROUND.  THE MARK, A
 QP1805'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 W 1979---, IS
 QP1805'SET IN THE COAL CHUTE HOUSING BETWEEN THE OLD SCHOOL AND THE NEW
 QP1805'ADDITION.
 QP1805
 QP1805                          STATION RECOVERY (1984)
 QP1805
 QP1805'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QP1805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1804 ***********************************************************************
 QP1804  DESIGNATION -  2609 X
 QP1804  PID         -  QP1804
 QP1804  STATE/COUNTY-  MN/GRANT
 QP1804  COUNTRY     -  US
 QP1804  USGS QUAD   -  HOFFMAN (1973)
 QP1804
 QP1804                         *CURRENT SURVEY CONTROL
 QP1804  ______________________________________________________________________
 QP1804* NAD 83(1986) POSITION- 45 49 46.75   (N) 095 47 19.59   (W)   HD_HELD1  
 QP1804* NAVD 88 ORTHO HEIGHT -   382.660  (meters)    1255.44  (feet) ADJUSTED  
 QP1804  ______________________________________________________________________
 QP1804  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 QP1804  DYNAMIC HEIGHT  -        382.655 (meters)     1255.43  (feet) COMP
 QP1804  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 QP1804
 QP1804  VERT ORDER      -  SECOND    CLASS I
 QP1804
 QP1804.The horizontal coordinates were established by differentially corrected
 QP1804.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1804.
 QP1804.The orthometric height was determined by differential leveling and
 QP1804.adjusted in June 2008.
 QP1804
 QP1804.No vertical observational check was made to the station.
 QP1804
 QP1804.Photographs are available for this station.
 QP1804
 QP1804.The dynamic height is computed by dividing the NAVD 88
 QP1804.geopotential number by the normal gravity value computed on the
 QP1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1804.degrees latitude (g = 980.6199 gals.).
 QP1804
 QP1804.The modeled gravity was interpolated from observed gravity values.
 QP1804
 QP1804;                    North         East    Units  Estimated Accuracy
 QP1804;SPC MN C     -   193,374.2     680,448.4     MT  (+/- 3 meters HH1 GPS) 
 QP1804
 QP1804                          SUPERSEDED SURVEY CONTROL
 QP1804
 QP1804  NAVD 88 (06/15/95)  382.665  (m)         1255.46   (f) SUPERSEDED  2 1
 QP1804
 QP1804.Superseded values are not recommended for survey control.
 QP1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1804.See file dsdata.txt to determine how the superseded data were derived.
 QP1804
 QP1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8339978903(NAD 83)
 QP1804
 QP1804_MARKER: DV = VERTICAL CONTROL DISK
 QP1804_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1804+WITH SETTING: PAVEMENT
 QP1804_SP_SET: WATER TANK LEG BASE
 QP1804_STAMPING: 2609 X 1979
 QP1804_MARK LOGO: MNDT  
 QP1804_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1804+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1804
 QP1804  HISTORY     - Date     Condition        Report By
 QP1804  HISTORY     - 1979     MONUMENTED       MNDT
 QP1804  HISTORY     - 1984     GOOD             MNDT
 QP1804  HISTORY     - 20051025 GOOD             MNDT
 QP1804
 QP1804                          STATION DESCRIPTION
 QP1804
 QP1804'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1804'IN HOFFMAN.
 QP1804'THE MARK IS LOCATED IN HOFFMAN AT THE WATER TANK IN THE NE 1/4 OF
 QP1804'SECTION 11, T127N, R41W.  THE MARK IS IN THE SOUTHWEST CORNER OF THE
 QP1804'CONCRETE BASE FOR THE SOUTHWEST LEG OF THE WATER TANK, 106 FEET SOUTH
 QP1804'OF THE SOUTH EDGE OF THE BLACKTOP PARKING AREA FOR THE HOFFMAN
 QP1804'SCHOOL, 43.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL GARAGE
 QP1804'AND 17.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE 1-STORY BLOCK
 QP1804'PUMP HOUSE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1804'STAMPED---2609 X 1979---, IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 QP1804'ABOUT 1 FOOT ABOVE THE LAWN.
 QP1804
 QP1804                          STATION RECOVERY (1984)
 QP1804
 QP1804'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QP1804'RECOVERED IN GOOD CONDITION.
 QP1804
 QP1804                          STATION RECOVERY (2005)
 QP1804
 QP1804'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1804'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1803 ***********************************************************************
 QP1803  DESIGNATION -  2609 Y
 QP1803  PID         -  QP1803
 QP1803  STATE/COUNTY-  MN/GRANT
 QP1803  COUNTRY     -  US
 QP1803  USGS QUAD   -  HOFFMAN (1973)
 QP1803
 QP1803                         *CURRENT SURVEY CONTROL
 QP1803  ______________________________________________________________________
 QP1803* NAD 83(1986) POSITION- 45 49 16.96   (N) 095 47 01.65   (W)   HD_HELD1  
 QP1803* NAVD 88 ORTHO HEIGHT -   379.490  (meters)    1245.04  (feet) ADJUSTED  
 QP1803  ______________________________________________________________________
 QP1803  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 QP1803  DYNAMIC HEIGHT  -        379.485 (meters)     1245.03  (feet) COMP
 QP1803  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 QP1803
 QP1803  VERT ORDER      -  SECOND    CLASS I
 QP1803
 QP1803.The horizontal coordinates were established by differentially corrected
 QP1803.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1803.
 QP1803.The orthometric height was determined by differential leveling and
 QP1803.adjusted in June 1995.
 QP1803
 QP1803.Photographs are available for this station.
 QP1803
 QP1803.The dynamic height is computed by dividing the NAVD 88
 QP1803.geopotential number by the normal gravity value computed on the
 QP1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1803.degrees latitude (g = 980.6199 gals.).
 QP1803
 QP1803.The modeled gravity was interpolated from observed gravity values.
 QP1803
 QP1803;                    North         East    Units  Estimated Accuracy
 QP1803;SPC MN C     -   192,447.2     680,817.7     MT  (+/- 3 meters HH1 GPS) 
 QP1803
 QP1803                          SUPERSEDED SURVEY CONTROL
 QP1803
 QP1803.No superseded survey control is available for this station.
 QP1803
 QP1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8375477970(NAD 83)
 QP1803
 QP1803_MARKER: DV = VERTICAL CONTROL DISK
 QP1803_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1803_SP_SET: COPPER-CLAD STEEL ROD
 QP1803_STAMPING: 2609 Y 1979
 QP1803_MARK LOGO: MNDT  
 QP1803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1803+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 QP1803
 QP1803  HISTORY     - Date     Condition        Report By
 QP1803  HISTORY     - 1979     MONUMENTED       MNDT
 QP1803  HISTORY     - 20051025 GOOD             MNDT
 QP1803
 QP1803                          STATION DESCRIPTION
 QP1803
 QP1803'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1803'0.7 MI SE FROM HOFFMAN.
 QP1803'THE MARK IS LOCATED 0.7 MILE SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1803'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY MILE
 QP1803'POINT 46.7 IN THE SE 1/4 OF SECTION 11, T127N, R41W.  THE MARK IS 190
 QP1803'FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 93 FEET
 QP1803'NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 72.5 FEET EAST OF
 QP1803'THE CENTER OF COUNTY ROAD 5, 27 FEET NORTHEAST OF AND ABOUT 3 FEET
 QP1803'LOWER THAN THE NORTHEAST RAIL OF THE SOO LINE RAILROAD, 2.7 FEET WEST
 QP1803'OF A TELEGRAPH POLE AND 0.7 FEET SOUTHWEST OF A STEEL WITNESS POST.
 QP1803'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2609 Y
 QP1803'1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 32
 QP1803'FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE GROUND
 QP1803'LEVEL.
 QP1803
 QP1803                          STATION RECOVERY (2005)
 QP1803
 QP1803'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 QP1803'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2800 ***********************************************************************
 DK2800  DESIGNATION -  2609 Y 1
 DK2800  PID         -  DK2800
 DK2800  STATE/COUNTY-  MN/GRANT
 DK2800  COUNTRY     -  US
 DK2800  USGS QUAD   -  HOFFMAN (1973)
 DK2800
 DK2800                         *CURRENT SURVEY CONTROL
 DK2800  ______________________________________________________________________
 DK2800* NAD 83(1986) POSITION- 45 47 46.36   (N) 095 47 04.68   (W)   HD_HELD1  
 DK2800* NAVD 88 ORTHO HEIGHT -   375.660  (meters)    1232.48  (feet) ADJUSTED  
 DK2800  ______________________________________________________________________
 DK2800  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DK2800  DYNAMIC HEIGHT  -        375.655 (meters)     1232.46  (feet) COMP
 DK2800  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DK2800
 DK2800  VERT ORDER      -  SECOND    CLASS I
 DK2800
 DK2800.The horizontal coordinates were established by differentially corrected
 DK2800.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK2800.
 DK2800.The orthometric height was determined by differential leveling and
 DK2800.adjusted in June 2008.
 DK2800
 DK2800.Photographs are available for this station.
 DK2800
 DK2800.The dynamic height is computed by dividing the NAVD 88
 DK2800.geopotential number by the normal gravity value computed on the
 DK2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2800.degrees latitude (g = 980.6199 gals.).
 DK2800
 DK2800.The modeled gravity was interpolated from observed gravity values.
 DK2800
 DK2800;                    North         East    Units  Estimated Accuracy
 DK2800;SPC MN C     -   189,651.9     680,698.1     MT  (+/- 3 meters HH1 GPS) 
 DK2800
 DK2800                          SUPERSEDED SURVEY CONTROL
 DK2800
 DK2800.No superseded survey control is available for this station.
 DK2800
 DK2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8359175176(NAD 83)
 DK2800
 DK2800_MARKER: DD = SURVEY DISK
 DK2800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2800_STAMPING: 2609 Y1 2005
 DK2800_MARK LOGO: MNDT  
 DK2800_PROJECTION: FLUSH
 DK2800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2800+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2800_ROD/PIPE-DEPTH:  4.6 meters
 DK2800
 DK2800  HISTORY     - Date     Condition        Report By
 DK2800  HISTORY     - 2005     MONUMENTED       MNDT
 DK2800
 DK2800                          STATION DESCRIPTION
 DK2800
 DK2800'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2800'2.3 MI (3.7 KM) SOUTH-SOUTHEAST OF HOFFMAN, 1.0 MI (1.6 KM) SOUTHEAST
 DK2800'ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DK2800'HIGHWAY 27 IN HOFFMAN, TO TRUNK HIGHWAY 55 MILE POINT 46.7, THEN 1.7
 DK2800'MI (2.7 KM) SOUTH ON COUNTY ROAD 5, 93 FT (28.3 M) WEST-SOUTHWEST OF A
 DK2800'POWER POLE, 42 FT (12.8 M) WEST OF COUNTY ROAD 5, 18 FT (5.5 M) SOUTH
 DK2800'OF A FIELD ENTRANCE, 2.6 FT (0.8 M) WEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2802 ***********************************************************************
 DK2802  DESIGNATION -  2609 Y 3
 DK2802  PID         -  DK2802
 DK2802  STATE/COUNTY-  MN/STEVENS
 DK2802  COUNTRY     -  US
 DK2802  USGS QUAD   -  POMME DE TERRE LAKES (1973)
 DK2802
 DK2802                         *CURRENT SURVEY CONTROL
 DK2802  ______________________________________________________________________
 DK2802* NAD 83(2007) POSITION- 45 44 56.13283(N) 095 46 46.21391(W)   ADJUSTED  
 DK2802* NAD 83(2007) ELLIP HT-   347.836 (meters)        (08/31/10)   ADJUSTED
 DK2802* NAD 83(2007) EPOCH   -  2002.00
 DK2802* NAVD 88 ORTHO HEIGHT -   373.868  (meters)    1226.60  (feet) ADJUSTED  
 DK2802  ______________________________________________________________________
 DK2802  NAD 83(2007) X  -   -448,982.249 (meters)                     COMP
 DK2802  NAD 83(2007) Y  - -4,435,930.679 (meters)                     COMP
 DK2802  NAD 83(2007) Z  -  4,546,067.208 (meters)                     COMP
 DK2802  LAPLACE CORR    -          1.41  (seconds)                    DEFLEC09
 DK2802  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DK2802  DYNAMIC HEIGHT  -        373.862 (meters)     1226.58  (feet) COMP
 DK2802  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DK2802
 DK2802  HORZ ORDER      -  FIRST
 DK2802  VERT ORDER      -  SECOND    CLASS I
 DK2802  ELLP ORDER      -  THIRD     CLASS I
 DK2802
 DK2802.The horizontal coordinates were established by GPS observations
 DK2802.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DK2802
 DK2802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2802.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2802
 DK2802.The horizontal coordinates are valid at the epoch date displayed above
 DK2802.which is a decimal equivalence of Year/Month/Day.
 DK2802
 DK2802.The orthometric height was determined by differential leveling and
 DK2802.adjusted in June 2008.
 DK2802
 DK2802.Photographs are available for this station.
 DK2802
 DK2802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2802
 DK2802.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2802
 DK2802.The ellipsoidal height was determined by GPS observations
 DK2802.and is referenced to NAD 83.
 DK2802
 DK2802.The dynamic height is computed by dividing the NAVD 88
 DK2802.geopotential number by the normal gravity value computed on the
 DK2802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2802.degrees latitude (g = 980.6199 gals.).
 DK2802
 DK2802.The modeled gravity was interpolated from observed gravity values.
 DK2802
 DK2802. The following values were computed from the NAD 83(2007) position.
 DK2802
 DK2802;                    North         East     Units Scale Factor Converg.
 DK2802;SPC MN C     -   184,389.685   680,995.333   MT  0.99997397   -1 06 23.1
 DK2802;SPC MN C     -   604,951.82  2,234,232.19   sFT  0.99997397   -1 06 23.1
 DK2802;UTM  15      - 5,069,909.661   283,807.313   MT  1.00017465   -1 59 30.1
 DK2802
 DK2802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2802!SPC MN C     -   0.99994547  x   0.99997397  =   0.99991944
 DK2802!UTM  15      -   0.99994547  x   1.00017465  =   1.00012011
 DK2802
 DK2802                          SUPERSEDED SURVEY CONTROL
 DK2802
 DK2802  NAVD 88 (08/31/10)  373.87   (m)         1226.6    (f) LEVELING    3  
 DK2802
 DK2802.Superseded values are not recommended for survey control.
 DK2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2802.See file dsdata.txt to determine how the superseded data were derived.
 DK2802
 DK2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8380769909(NAD 83)
 DK2802
 DK2802_MARKER: DD = SURVEY DISK
 DK2802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2802_STAMPING: 2609 Y3 2005
 DK2802_MARK LOGO: MNDT  
 DK2802_PROJECTION: FLUSH
 DK2802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2802+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DK2802_ROD/PIPE-DEPTH:  4.6 meters
 DK2802
 DK2802  HISTORY     - Date     Condition        Report By
 DK2802  HISTORY     - 20051109 MONUMENTED       MNDT
 DK2802  HISTORY     - 20090817 GOOD             MNDT
 DK2802
 DK2802                          STATION DESCRIPTION
 DK2802
 DK2802'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2802'6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF HOFFMAN, 1.0 MILE SOUTHEAST ALONG
 DK2802'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DK2802'HIGHWAY 27 IN HOFFMAN, TO TRUNK HIGHWAY MILE POINT 46.7, THEN 5.05 MI
 DK2802'(8.1 KM) SOUTH ON COUNTY ROAD 5 AND 1, 118 FT (36.0 M) SOUTHWEST OF
 DK2802'TELEPHONE PEDESTAL, 75 FT (22.9 M) SOUTH OF TELEPHONE PEDESTAL, 51 FT
 DK2802'(15.5 M) WEST OF COUNTY ROAD 1, 33 FT (10.1 M) SOUTH OF LONG DRIVEWAY,
 DK2802'2.4 FT (0.7 M) WEST OF A WITNESS POST
 DK2802
 DK2802                          STATION RECOVERY (2009)
 DK2802
 DK2802'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2802'THE MARK IS 6.2 MILES SOUTH-SOUTHEAST OF HOFFMAN, 1.0 MILE SOUTHEAST
 DK2802'ALONG TRUNK HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DK2802'HIGHWAY 27 IN HOFFMAN, TO TRUNK HIGHWAY MILEPOINT 46.7, THEN 5.05
 DK2802'MILES SOUTH ON COUNTY ROAD 5 AND 1, 118.0 FEET SOUTHWEST OF TELEPHONE
 DK2802'PEDESTAL, 75.0 FEET SOUTH OF TELEPHONE PEDESTAL, 51.0 FEET WEST OF
 DK2802'COUNTY ROAD 1, 33.0 FEET SOUTH OF LONG DRIVEWAY 10793/10795, 2.4 FEET
 DK2802'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2803 ***********************************************************************
 DK2803  DESIGNATION -  2609 Y 4
 DK2803  PID         -  DK2803
 DK2803  STATE/COUNTY-  MN/STEVENS
 DK2803  COUNTRY     -  US
 DK2803  USGS QUAD   -  POMME DE TERRE LAKES (1973)
 DK2803
 DK2803                         *CURRENT SURVEY CONTROL
 DK2803  ______________________________________________________________________
 DK2803* NAD 83(2007) POSITION- 45 43 24.42327(N) 095 46 46.15269(W)   ADJUSTED  
 DK2803* NAD 83(2007) ELLIP HT-   329.059 (meters)        (08/31/10)   ADJUSTED
 DK2803* NAD 83(2007) EPOCH   -  2002.00
 DK2803* NAVD 88 ORTHO HEIGHT -   355.090  (meters)    1164.99  (feet) ADJUSTED  
 DK2803  ______________________________________________________________________
 DK2803  NAD 83(2007) X  -   -449,183.812 (meters)                     COMP
 DK2803  NAD 83(2007) Y  - -4,437,935.259 (meters)                     COMP
 DK2803  NAD 83(2007) Z  -  4,544,077.419 (meters)                     COMP
 DK2803  LAPLACE CORR    -          1.31  (seconds)                    DEFLEC09
 DK2803  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DK2803  DYNAMIC HEIGHT  -        355.084 (meters)     1164.97  (feet) COMP
 DK2803  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DK2803
 DK2803  HORZ ORDER      -  FIRST
 DK2803  VERT ORDER      -  SECOND    CLASS I
 DK2803  ELLP ORDER      -  THIRD     CLASS I
 DK2803
 DK2803.The horizontal coordinates were established by GPS observations
 DK2803.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DK2803
 DK2803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2803.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2803
 DK2803.The horizontal coordinates are valid at the epoch date displayed above
 DK2803.which is a decimal equivalence of Year/Month/Day.
 DK2803
 DK2803.The orthometric height was determined by differential leveling and
 DK2803.adjusted in June 2008.
 DK2803
 DK2803.Photographs are available for this station.
 DK2803
 DK2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2803
 DK2803.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2803
 DK2803.The ellipsoidal height was determined by GPS observations
 DK2803.and is referenced to NAD 83.
 DK2803
 DK2803.The dynamic height is computed by dividing the NAVD 88
 DK2803.geopotential number by the normal gravity value computed on the
 DK2803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2803.degrees latitude (g = 980.6199 gals.).
 DK2803
 DK2803.The modeled gravity was interpolated from observed gravity values.
 DK2803
 DK2803. The following values were computed from the NAD 83(2007) position.
 DK2803
 DK2803;                    North         East     Units Scale Factor Converg.
 DK2803;SPC MN C     -   181,558.819   680,941.984   MT  0.99997857   -1 06 23.1
 DK2803;SPC MN C     -   595,664.23  2,234,057.16   sFT  0.99997857   -1 06 23.1
 DK2803;UTM  15      - 5,067,079.395   283,710.235   MT  1.00017517   -1 59 27.0
 DK2803
 DK2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2803!SPC MN C     -   0.99994841  x   0.99997857  =   0.99992699
 DK2803!UTM  15      -   0.99994841  x   1.00017517  =   1.00012358
 DK2803
 DK2803                          SUPERSEDED SURVEY CONTROL
 DK2803
 DK2803  NAVD 88 (08/31/10)  355.09   (m)         1165.0    (f) LEVELING    3  
 DK2803
 DK2803.Superseded values are not recommended for survey control.
 DK2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2803.See file dsdata.txt to determine how the superseded data were derived.
 DK2803
 DK2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8371067079(NAD 83)
 DK2803
 DK2803_MARKER: DD = SURVEY DISK
 DK2803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2803_STAMPING: 2609 Y4 2005
 DK2803_MARK LOGO: MNDT  
 DK2803_PROJECTION: RECESSED 5 CENTIMETERS
 DK2803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2803+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 DK2803_ROD/PIPE-DEPTH:  4.6 meters
 DK2803
 DK2803  HISTORY     - Date     Condition        Report By
 DK2803  HISTORY     - 20051109 MONUMENTED       MNDT
 DK2803  HISTORY     - 20090818 GOOD             MNDT
 DK2803
 DK2803                          STATION DESCRIPTION
 DK2803
 DK2803'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2803'8.0 MI (12.9 KM) SOUTH OF HOFFMAN, 1.0 MILE SOUTHEAST ALONG TRUNK
 DK2803'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27
 DK2803'IN HOFFMAN, TO TRUNK HIGHWAY 55 MILE POINT 46.7, THEN 6.8 MI (10.9 KM)
 DK2803'SOUTH ON COUNTY ROAD 5 AND 1, 47 FT (14.3 M) WEST OF COUNTY ROAD 1,
 DK2803'25.0 FT (7.6 M) SOUTH OF 125TH STREET, 35 FT (10.7 M) SOUTH-SOUTHEAST
 DK2803'OF TELEPHONE PEDESTAL NUMBER H504, 2.8 FT (0.9 M) WEST OF A WITNESS
 DK2803'POST
 DK2803
 DK2803                          STATION RECOVERY (2009)
 DK2803
 DK2803'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2803'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2803'THE MARK IS 8.0 MILES SOUTH OF HOFFMAN, 1.0 MILE SOUTHEAST ALONG TRUNK
 DK2803'HIGHWAY 55 FROM JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 27 IN
 DK2803'HOFFMAN, TO TRUNK HIGHWAY 55 MILEPOINT 46.7, THEN 6.8 MILES SOUTH ON
 DK2803'COUNTY ROAD 5 AND 1, 47 FEET WEST OF COUNTY ROAD 1, 25.0 FEET SOUTH OF
 DK2803'125TH STREET, 35 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL NUMBER
 DK2803'H504, 2.8 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2804 ***********************************************************************
 DK2804  DESIGNATION -  2609 Y 5
 DK2804  PID         -  DK2804
 DK2804  STATE/COUNTY-  MN/POPE
 DK2804  COUNTRY     -  US
 DK2804  USGS QUAD   -  POMME DE TERRE LAKES (1973)
 DK2804
 DK2804                         *CURRENT SURVEY CONTROL
 DK2804  ______________________________________________________________________
 DK2804* NAD 83(1986) POSITION- 45 42 58.18   (N) 095 45 10.34   (W)   HD_HELD1  
 DK2804* NAVD 88 ORTHO HEIGHT -   369.689  (meters)    1212.89  (feet) ADJUSTED  
 DK2804  ______________________________________________________________________
 DK2804  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 DK2804  DYNAMIC HEIGHT  -        369.683 (meters)     1212.87  (feet) COMP
 DK2804  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 DK2804
 DK2804  VERT ORDER      -  SECOND    CLASS I
 DK2804
 DK2804.The horizontal coordinates were established by differentially corrected
 DK2804.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK2804.
 DK2804.The orthometric height was determined by differential leveling and
 DK2804.adjusted in June 2008.
 DK2804
 DK2804.Photographs are available for this station.
 DK2804
 DK2804.The dynamic height is computed by dividing the NAVD 88
 DK2804.geopotential number by the normal gravity value computed on the
 DK2804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2804.degrees latitude (g = 980.6199 gals.).
 DK2804
 DK2804.The modeled gravity was interpolated from observed gravity values.
 DK2804
 DK2804;                    North         East    Units  Estimated Accuracy
 DK2804;SPC MN C     -   180,709.1     682,998.1     MT  (+/- 3 meters HH1 GPS) 
 DK2804
 DK2804                          SUPERSEDED SURVEY CONTROL
 DK2804
 DK2804.No superseded survey control is available for this station.
 DK2804
 DK2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8575366197(NAD 83)
 DK2804
 DK2804_MARKER: DD = SURVEY DISK
 DK2804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2804_STAMPING: 2609 Y5 2005
 DK2804_MARK LOGO: MNDT  
 DK2804_PROJECTION: FLUSH
 DK2804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2804+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DK2804_ROD/PIPE-DEPTH:  9.1 meters
 DK2804
 DK2804  HISTORY     - Date     Condition        Report By
 DK2804  HISTORY     - 2005     MONUMENTED       MNDT
 DK2804  HISTORY     - 20071010 GOOD             MNDT
 DK2804
 DK2804                          STATION DESCRIPTION
 DK2804
 DK2804'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2804'5.0 MI (8.0 KM) SOUTHEAST OF KENSINGTON, 6.2 MI (10.0 KM) SOUTH ALONG
 DK2804'COUNTY ROAD 1 AND 3 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY
 DK2804'ROAD 1 IN KENSINGTON, THEN 0.85 MI (1.4 KM) WEST ON COUNTY ROAD 32, 56
 DK2804'FT (17.1 M) SOUTH OF COUNTY ROAD 32, 20 FT (6.1 M) EAST OF A FIELD
 DK2804'ENTRANCE, 2.7 FT (0.8 M) NORTH OF A WITNESS POST
 DK2804
 DK2804                          STATION RECOVERY (2007)
 DK2804
 DK2804'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2804'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF CYRUS, 7.0 MI
 DK2804'(11.3 KM) WEST-SOUTHWEST OF FARWELL AND 5.1 MI (8.2 KM)
 DK2804'SOUTH-SOUTHWEST OF KENSINGTON.
 DK2804' 
 DK2804'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2806 ***********************************************************************
 DK2806  HT_MOD      -  This is a Height Modernization Survey Station.
 DK2806  DESIGNATION -  2609 Y 6
 DK2806  PID         -  DK2806
 DK2806  STATE/COUNTY-  MN/POPE
 DK2806  COUNTRY     -  US
 DK2806  USGS QUAD   -  STARBUCK NW (1968)
 DK2806
 DK2806                         *CURRENT SURVEY CONTROL
 DK2806  ______________________________________________________________________
 DK2806* NAD 83(2007) POSITION- 45 42 57.63200(N) 095 42 00.76537(W)   ADJUSTED  
 DK2806* NAD 83(2007) ELLIP HT-   359.922 (meters)        (08/27/10)   ADJUSTED
 DK2806* NAD 83(2007) EPOCH   -  2002.00
 DK2806* NAVD 88 ORTHO HEIGHT -   385.94   (meters)    1266.2   (feet) GPS OBS   
 DK2806  ______________________________________________________________________
 DK2806  NAD 83(2007) X  -   -443,104.032 (meters)                     COMP
 DK2806  NAD 83(2007) Y  - -4,439,163.229 (meters)                     COMP
 DK2806  NAD 83(2007) Z  -  4,543,521.993 (meters)                     COMP
 DK2806  LAPLACE CORR    -          1.34  (seconds)                    DEFLEC09
 DK2806  GEOID HEIGHT    -        -25.99  (meters)                     GEOID09
 DK2806  HORZ ORDER      -  FIRST
 DK2806  ELLP ORDER      -  THIRD     CLASS I
 DK2806
 DK2806.The horizontal coordinates were established by GPS observations
 DK2806.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DK2806
 DK2806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2806.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2806
 DK2806.The horizontal coordinates are valid at the epoch date displayed above
 DK2806.which is a decimal equivalence of Year/Month/Day.
 DK2806
 DK2806.The orthometric height was determined by GPS observations and a
 DK2806.high-resolution geoid model using precise GPS observation and
 DK2806.processing techniques. It supersedes the leveled height previously
 DK2806.determined for this station.
 DK2806
 DK2806.Photographs are available for this station.
 DK2806
 DK2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2806
 DK2806.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2806
 DK2806.The ellipsoidal height was determined by GPS observations
 DK2806.and is referenced to NAD 83.
 DK2806
 DK2806. The following values were computed from the NAD 83(2007) position.
 DK2806
 DK2806;                    North         East     Units Scale Factor Converg.
 DK2806;SPC MN C     -   180,615.751   687,096.983   MT  0.99997996   -1 02 56.6
 DK2806;SPC MN C     -   592,570.18  2,254,250.69   sFT  0.99997996   -1 02 56.6
 DK2806;UTM  15      - 5,066,041.234   289,851.045   MT  1.00014297   -1 56 01.5
 DK2806
 DK2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2806!SPC MN C     -   0.99994358  x   0.99997996  =   0.99992354
 DK2806!UTM  15      -   0.99994358  x   1.00014297  =   1.00008654
 DK2806
 DK2806                          SUPERSEDED SURVEY CONTROL
 DK2806
 DK2806  NAVD 88 (08/27/10)  385.89   (m)         1266.0    (f) LEVELING    3  
 DK2806  NAVD 88 (06/04/08)  385.893  (m)         1266.05   (f) ADJUSTED    2 1
 DK2806
 DK2806.Superseded values are not recommended for survey control.
 DK2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2806.See file dsdata.txt to determine how the superseded data were derived.
 DK2806
 DK2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8985166041(NAD 83)
 DK2806
 DK2806_MARKER: DD = SURVEY DISK
 DK2806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2806_STAMPING: 2609 Y6 2005
 DK2806_MARK LOGO: MNDT  
 DK2806_PROJECTION: FLUSH
 DK2806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2806+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2009
 DK2806_ROD/PIPE-DEPTH:  4.6 meters
 DK2806
 DK2806  HISTORY     - Date     Condition        Report By
 DK2806  HISTORY     - 20051109 MONUMENTED       MNDT
 DK2806  HISTORY     - 20071010 GOOD             MNDT
 DK2806  HISTORY     - 20090817 GOOD             MNDT
 DK2806  HISTORY     - 20090817 GOOD             MNDT
 DK2806
 DK2806                          STATION DESCRIPTION
 DK2806
 DK2806'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2806'4.3 MI (6.9 KM) SOUTH OF KENSINGTON, 4.4 MI (7.1 KM) SOUTH ALONG
 DK2806'COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1
 DK2806'IN KENSINGTON, 129 FT (39.3 M) SOUTH-SOUTHEAST OF A POWER POLE, 75 FT
 DK2806'(22.9 M) SOUTHEAST OF COUNTY ROAD 3, 15 FT (4.6 M) NORTHEAST OF A
 DK2806'FIELD ENTRANCE, 3.8 FT (1.2 M) WEST OF A WITNESS POST
 DK2806
 DK2806                          STATION RECOVERY (2007)
 DK2806
 DK2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2806'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHEAST OF
 DK2806'CYRUS, 4.7 MI (7.6 KM) WEST-SOUTHWEST OF FARWELL AND 4.3 MI (6.9 KM)
 DK2806'SOUTH OF KENSINGTON.
 DK2806' 
 DK2806'RECOVERED AS DESCRIBED.
 DK2806
 DK2806                          STATION RECOVERY (2009)
 DK2806
 DK2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2806'THE MARK IS 4.3 MILES SOUTHWEST OF KENSINGTON, 0.3 MILE SOUTH ALONG
 DK2806'COUNTY ROAD 1 (WHICH BECOMES COUNTY ROAD 3) FROM JUNCTION OF TRUNK
 DK2806'HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON, THEN 4.1 MILES SOUTH ALONG
 DK2806'COUNTY ROAD 3 TO SOUTHWEST END OF ROAD CURVE, 129 FEET SOUTH-SOUTHEAST
 DK2806'OF POWER POLE, 75 FEET SOUTHEAST OF COUNTY ROAD 3, 15 FEET NORTHEAST
 DK2806'OF FIELD ENTRANCE, 3.8 FEET WEST OF WITNESS POST.
 DK2806
 DK2806                          STATION RECOVERY (2009)
 DK2806
 DK2806'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK2806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK2806'THE MARK IS 4.3 MILES SOUTHWEST OF KENSINGTON, 0.3 MILE SOUTH ALONG
 DK2806'COUNTY ROAD 1 (WHICH BECOMES COUNTY ROAD 3) FROM JUNCTION OF TRUNK
 DK2806'HIGHWAY 55 AND COUNTY ROAD 1 IN KENSINGTON, THEN 4.1 MILES SOUTH ALONG
 DK2806'COUNTY ROAD 3 TO SOUTHWEST END OF ROAD CURVE, 129 FEET SOUTH-SOUTHEAST
 DK2806'OF POWER POLE, 75 FEET SOUTHEAST OF COUNTY ROAD 3, 15 FEET NORTHEAST
 DK2806'OF FIELD ENTRANCE, 3.8 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2807 ***********************************************************************
 DK2807  DESIGNATION -  2609 Y 7
 DK2807  PID         -  DK2807
 DK2807  STATE/COUNTY-  MN/POPE
 DK2807  COUNTRY     -  US
 DK2807  USGS QUAD   -  STARBUCK NW (1968)
 DK2807
 DK2807                         *CURRENT SURVEY CONTROL
 DK2807  ______________________________________________________________________
 DK2807* NAD 83(1986) POSITION- 45 44 17.12   (N) 095 41 45.70   (W)   HD_HELD1  
 DK2807* NAVD 88 ORTHO HEIGHT -   386.722  (meters)    1268.77  (feet) ADJUSTED  
 DK2807  ______________________________________________________________________
 DK2807  GEOID HEIGHT    -        -25.99  (meters)                     GEOID09
 DK2807  DYNAMIC HEIGHT  -        386.716 (meters)     1268.75  (feet) COMP
 DK2807  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DK2807
 DK2807  VERT ORDER      -  SECOND    CLASS I
 DK2807
 DK2807.The horizontal coordinates were established by differentially corrected
 DK2807.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK2807.
 DK2807.The orthometric height was determined by differential leveling and
 DK2807.adjusted in June 2008.
 DK2807
 DK2807.Photographs are available for this station.
 DK2807
 DK2807.The dynamic height is computed by dividing the NAVD 88
 DK2807.geopotential number by the normal gravity value computed on the
 DK2807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2807.degrees latitude (g = 980.6199 gals.).
 DK2807
 DK2807.The modeled gravity was interpolated from observed gravity values.
 DK2807
 DK2807;                    North         East    Units  Estimated Accuracy
 DK2807;SPC MN C     -   183,063.4     687,467.5     MT  (+/- 3 meters HH1 GPS) 
 DK2807
 DK2807                          SUPERSEDED SURVEY CONTROL
 DK2807
 DK2807.No superseded survey control is available for this station.
 DK2807
 DK2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9025968483(NAD 83)
 DK2807
 DK2807_MARKER: DD = SURVEY DISK
 DK2807_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2807_STAMPING: 2609 Y7 2005
 DK2807_MARK LOGO: MNDT  
 DK2807_PROJECTION: FLUSH
 DK2807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2807+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DK2807_ROD/PIPE-DEPTH:  4.6 meters
 DK2807
 DK2807  HISTORY     - Date     Condition        Report By
 DK2807  HISTORY     - 2005     MONUMENTED       MNDT
 DK2807  HISTORY     - 20071010 GOOD             MNDT
 DK2807
 DK2807                          STATION DESCRIPTION
 DK2807
 DK2807'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2807'2.5 MI (4.0 KM) SOUTH OF KENSINGTON, 2.80 MI (4.5 KM) SOUTH ALONG
 DK2807'COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 1
 DK2807'IN KENSINGTON, 60 FT (18.3 M) EAST OF COUNTY ROAD 3, 44 FT (13.4 M)
 DK2807'SOUTH-SOUTHEAST OF A POWER POLE, 22 FT (6.7 M) NORTH OF A FIELD
 DK2807'ENTRANCE, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST
 DK2807
 DK2807                          STATION RECOVERY (2007)
 DK2807
 DK2807'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK2807'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF HOFFMAN,
 DK2807'3.9 MI (6.3 KM) WEST-SOUTHWEST OF FARWELL AND 2.8 MI (4.4 KM) SOUTH OF
 DK2807'KENSINGTON.
 DK2807' 
 DK2807'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1802 ***********************************************************************
 QP1802  DESIGNATION -  2609 Z
 QP1802  PID         -  QP1802
 QP1802  STATE/COUNTY-  MN/GRANT
 QP1802  COUNTRY     -  US
 QP1802  USGS QUAD   -  HOFFMAN (1973)
 QP1802
 QP1802                         *CURRENT SURVEY CONTROL
 QP1802  ______________________________________________________________________
 QP1802* NAD 83(1986) POSITION- 45 48 56.     (N) 095 46 26.     (W)   SCALED    
 QP1802* NAVD 88 ORTHO HEIGHT -   376.444  (meters)    1235.05  (feet) ADJUSTED  
 QP1802  ______________________________________________________________________
 QP1802  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 QP1802  DYNAMIC HEIGHT  -        376.439 (meters)     1235.03  (feet) COMP
 QP1802  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QP1802
 QP1802  VERT ORDER      -  SECOND    CLASS I
 QP1802
 QP1802.The horizontal coordinates were scaled from a topographic map and have
 QP1802.an estimated accuracy of +/- 6 seconds.
 QP1802.
 QP1802.The orthometric height was determined by differential leveling and
 QP1802.adjusted in June 1995.
 QP1802
 QP1802.The dynamic height is computed by dividing the NAVD 88
 QP1802.geopotential number by the normal gravity value computed on the
 QP1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1802.degrees latitude (g = 980.6199 gals.).
 QP1802
 QP1802.The modeled gravity was interpolated from observed gravity values.
 QP1802
 QP1802;                    North         East    Units  Estimated Accuracy
 QP1802;SPC MN C     -   191,790.      681,580.      MT  (+/- 180 meters Scaled)
 QP1802
 QP1802                          SUPERSEDED SURVEY CONTROL
 QP1802
 QP1802.No superseded survey control is available for this station.
 QP1802
 QP1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL845772(NAD 83)
 QP1802
 QP1802_MARKER: DB = BENCH MARK DISK
 QP1802_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1802_SP_SET: COPPER-CLAD STEEL ROD
 QP1802_STAMPING: 2609 Z 1979
 QP1802_MARK LOGO: MNDT  
 QP1802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1802
 QP1802  HISTORY     - Date     Condition        Report By
 QP1802  HISTORY     - 1979     MONUMENTED       MNDT
 QP1802
 QP1802                          STATION DESCRIPTION
 QP1802
 QP1802'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1802'1.3 MI SE FROM HOFFMAN.
 QP1802'THE MARK IS LOCATED 1.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM
 QP1802'ITS JUNCTION WITH MAIN AVENUE IN HOFFMAN NEAR TRUNK HIGHWAY 55 MILE
 QP1802'POINT 47.3 IN THE NE 1/4 OF SECTION 13, T127N, R41W.  THE MARK IS
 QP1802'92.8 FEET NORTHEAST OF AND ABOUT 4 FEET HIGHER THAN THE CENTERLINE OF
 QP1802'TRUNK HIGHWAY 55, 127 FEET NORTHWEST OF A STEEL RIGHT-OF-WAY SIGN
 QP1802'POST, 54 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOO LINE
 QP1802'RAILROAD, 1.7 FEET SOUTHWEST OF A POWER POLE AND 0.5 FOOT SOUTHWEST
 QP1802'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QP1802'MARK DISK STAMPED---2609 Z 1979---, IS CRIMPED TO THE TOP OF A DRIVEN
 QP1802'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS
 QP1802'2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1834 ***********************************************************************
 QP1834  DESIGNATION -  2611 J
 QP1834  PID         -  QP1834
 QP1834  STATE/COUNTY-  MN/GRANT
 QP1834  COUNTRY     -  US
 QP1834  USGS QUAD   -  ELBOW LAKE (1973)
 QP1834
 QP1834                         *CURRENT SURVEY CONTROL
 QP1834  ______________________________________________________________________
 QP1834* NAD 83(1986) POSITION- 45 59 53.     (N) 095 59 11.     (W)   SCALED    
 QP1834* NAVD 88 ORTHO HEIGHT -   363.098  (meters)    1191.26  (feet) ADJUSTED  
 QP1834  ______________________________________________________________________
 QP1834  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 QP1834  DYNAMIC HEIGHT  -        363.096 (meters)     1191.26  (feet) COMP
 QP1834  MODELED GRAVITY -    980,598.8   (mgal)                       NAVD 88
 QP1834
 QP1834  VERT ORDER      -  SECOND    CLASS I
 QP1834
 QP1834.The horizontal coordinates were scaled from a topographic map and have
 QP1834.an estimated accuracy of +/- 6 seconds.
 QP1834.
 QP1834.The orthometric height was determined by differential leveling and
 QP1834.adjusted in June 1995.
 QP1834
 QP1834.Photographs are available for this station.
 QP1834
 QP1834.The dynamic height is computed by dividing the NAVD 88
 QP1834.geopotential number by the normal gravity value computed on the
 QP1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1834.degrees latitude (g = 980.6199 gals.).
 QP1834
 QP1834.The modeled gravity was interpolated from observed gravity values.
 QP1834
 QP1834;                    North         East    Units  Estimated Accuracy
 QP1834;SPC MN C     -   212,400.      665,510.      MT  (+/- 180 meters Scaled)
 QP1834
 QP1834                          SUPERSEDED SURVEY CONTROL
 QP1834
 QP1834.No superseded survey control is available for this station.
 QP1834
 QP1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL687981(NAD 83)
 QP1834
 QP1834_MARKER: DB = BENCH MARK DISK
 QP1834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1834_SP_SET: ALUMINUM ALLOY ROD
 QP1834_STAMPING: 2611 J 1979
 QP1834_MARK LOGO: MNDT  
 QP1834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1834+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1995
 QP1834
 QP1834  HISTORY     - Date     Condition        Report By
 QP1834  HISTORY     - 1979     MONUMENTED       MNDT
 QP1834  HISTORY     - 19950207 GOOD             MNDT
 QP1834
 QP1834                          STATION DESCRIPTION
 QP1834
 QP1834'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1834'IN ELBOW LAKE.
 QP1834'THE MARK IS LOCATED 0.65 MILE NORTHWEST ALONG TRUNK HIGHWAY 59 FROM
 QP1834'ITS JUNCTION WITH TRUNK HIGHWAY 79 IN ELBOW LAKE.  IT IS NEAR TRUNK
 QP1834'HIGHWAY MILE POST 197 AT THE NORTHWEST EDGE OF NORTH WORM LAKE IN THE
 QP1834'SE 1/4 OF SECTION 8, T129N, R42W.  THE MARK IS 123 FEET NORTH OF MILE
 QP1834'POST 197, 87.4 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 QP1834'OF TRUNK HIGHWAY 59, 11 FEET SOUTHEAST OF THE CENTER OF A FIELD ROAD,
 QP1834'2.6 FEET SOUTHWEST OF A POWER POLE AND 0.9 FOOT SOUTHWEST OF A STEEL
 QP1834'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM DISK STAMPED---2611
 QP1834'J 1979---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 24
 QP1834'FOOT LONG ALUMINUM ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 QP1834
 QP1834                          STATION RECOVERY (1995)
 QP1834
 QP1834'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1834'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1835 ***********************************************************************
 QP1835  DESIGNATION -  2613 A
 QP1835  PID         -  QP1835
 QP1835  STATE/COUNTY-  MN/GRANT
 QP1835  COUNTRY     -  US
 QP1835  USGS QUAD   -  ELBOW LAKE (1973)
 QP1835
 QP1835                         *CURRENT SURVEY CONTROL
 QP1835  ______________________________________________________________________
 QP1835* NAD 83(1986) POSITION- 45 59 32.5    (N) 095 57 28.4    (W)   HD_HELD2  
 QP1835* NAVD 88 ORTHO HEIGHT -   377.462  (meters)    1238.39  (feet) ADJUSTED  
 QP1835  ______________________________________________________________________
 QP1835  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 QP1835  DYNAMIC HEIGHT  -        377.459 (meters)     1238.38  (feet) COMP
 QP1835  MODELED GRAVITY -    980,597.7   (mgal)                       NAVD 88
 QP1835
 QP1835  VERT ORDER      -  SECOND    CLASS I
 QP1835
 QP1835.The horizontal coordinates were established by autonomous hand held GPS
 QP1835.observations and have an estimated accuracy of +/- 10 meters.
 QP1835.
 QP1835.The orthometric height was determined by differential leveling and
 QP1835.adjusted in June 1995.
 QP1835
 QP1835.Photographs are available for this station.
 QP1835
 QP1835.The dynamic height is computed by dividing the NAVD 88
 QP1835.geopotential number by the normal gravity value computed on the
 QP1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1835.degrees latitude (g = 980.6199 gals.).
 QP1835
 QP1835.The modeled gravity was interpolated from observed gravity values.
 QP1835
 QP1835;                    North         East    Units  Estimated Accuracy
 QP1835;SPC MN C     -   211,723.      667,701.      MT  (+/- 10 meters HH2 GPS)
 QP1835
 QP1835                          SUPERSEDED SURVEY CONTROL
 QP1835
 QP1835.No superseded survey control is available for this station.
 QP1835
 QP1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7093597453(NAD 83)
 QP1835
 QP1835_MARKER: DD = SURVEY DISK
 QP1835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1835_SP_SET: ALUMINUM ALLOY ROD
 QP1835_STAMPING: 2613 A 1979
 QP1835_MARK LOGO: NONE  
 QP1835_PROJECTION: FLUSH
 QP1835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1835+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 QP1835
 QP1835  HISTORY     - Date     Condition        Report By
 QP1835  HISTORY     - 1979     MONUMENTED       MNDT
 QP1835  HISTORY     - 19950207 GOOD             MNDT
 QP1835  HISTORY     - 20050825 GOOD             MNDT
 QP1835
 QP1835                          STATION DESCRIPTION
 QP1835
 QP1835'DESCRIBED BY MN DEPT OF TRANSP 1979
 QP1835'IN ELBOW LAKE.
 QP1835'THE MARK IS LOCATED 0.9 MILE EAST ALONG TRUNK HIGHWAY 79 FROM ITS
 QP1835'JUNCTION WITH TRUNK HIGHWAY 55 IN ELBOW LAKE.  IT IS NEAR TRUNK
 QP1835'HIGHWAY MILE POINT 0.9 AT THE SOUTHWEST CORNER OF UNION CEMETARY IN
 QP1835'THE SE 1/4 OF SECTION 9, T129N, R42W.  THE MARK IS 50.7 FEET NORTH OF
 QP1835'AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 79, 37.1
 QP1835'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HUTCHING 1884-1952
 QP1835'HEADSTONE, 19.3 FEET NORTHWEST OF THE WEST END OF A 15 INCH CONCRETE
 QP1835'CULVERT, 18.1 FEET SOUTHWEST OF A 10 INCH SPRUCE TREE, 1.7 FEET EAST
 QP1835'OF A STEEL PIPE CORNER FENCE POST AND 0.7 FOOT SOUTH OF A STEEL
 QP1835'WITNESS POST.  THE MARK, A MNDT ALUMINUM DISK STAMPED---2613 A
 QP1835'1979--- IS CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 25
 QP1835'FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE GROUND.
 QP1835
 QP1835                          STATION RECOVERY (1995)
 QP1835
 QP1835'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1835'THE MARK WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 QP1835
 QP1835                          STATION RECOVERY (2005)
 QP1835
 QP1835'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1835'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 QP1835'WENDELL, 6.8 MI (10.9 KM) WEST OF ERDAHL AND IN ELBOW LAKE, 0.9 MI
 QP1835'(1.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY
 QP1835'55, AT TRUNK HIGHWAY 79 MILE POINT 0.9, AT SOUTHWEST CORNER OF
 QP1835'CEMETERY, 50.7 FT (15.5 M) NORTH OF TRUNK HIGHWAY 79, 37.1 FT (11.3 M)
 QP1835'SOUTHWEST OF THE SOUTHWEST CORNER OF HUTCHING 1884-1952 GRAVESTONE,
 QP1835'19.3 FT (5.9 M) NORTHWEST OF WEST END OF CONCRETE CULVERT, 1.7 FT (0.5
 QP1835'M) EAST OF A FENCE CORNER, 0.7 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2103 ***********************************************************************
 AI2103  DESIGNATION -  2613 B
 AI2103  PID         -  AI2103
 AI2103  STATE/COUNTY-  MN/GRANT
 AI2103  COUNTRY     -  US
 AI2103  USGS QUAD   -  ELBOW LAKE (1973)
 AI2103
 AI2103                         *CURRENT SURVEY CONTROL
 AI2103  ______________________________________________________________________
 AI2103* NAD 83(1986) POSITION- 45 59 33.     (N) 095 56 07.     (W)   SCALED    
 AI2103* NAVD 88 ORTHO HEIGHT -   374.001  (meters)    1227.03  (feet) ADJUSTED  
 AI2103  ______________________________________________________________________
 AI2103  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 AI2103  DYNAMIC HEIGHT  -        373.998 (meters)     1227.03  (feet) COMP
 AI2103  MODELED GRAVITY -    980,596.8   (mgal)                       NAVD 88
 AI2103
 AI2103  VERT ORDER      -  SECOND    CLASS I
 AI2103
 AI2103.The horizontal coordinates were scaled from a topographic map and have
 AI2103.an estimated accuracy of +/- 6 seconds.
 AI2103.
 AI2103.The orthometric height was determined by differential leveling and
 AI2103.adjusted in August 2000.
 AI2103
 AI2103.The dynamic height is computed by dividing the NAVD 88
 AI2103.geopotential number by the normal gravity value computed on the
 AI2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2103.degrees latitude (g = 980.6199 gals.).
 AI2103
 AI2103.The modeled gravity was interpolated from observed gravity values.
 AI2103
 AI2103;                    North         East    Units  Estimated Accuracy
 AI2103;SPC MN C     -   211,700.      669,450.      MT  (+/- 180 meters Scaled)
 AI2103
 AI2103                          SUPERSEDED SURVEY CONTROL
 AI2103
 AI2103.No superseded survey control is available for this station.
 AI2103
 AI2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL726974(NAD 83)
 AI2103
 AI2103_MARKER: DD = SURVEY DISK
 AI2103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2103_STAMPING: 2613 B 1995
 AI2103_MARK LOGO: MNDT  
 AI2103_PROJECTION: FLUSH
 AI2103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2103+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2103_ROD/PIPE-DEPTH: 12.2 meters
 AI2103
 AI2103  HISTORY     - Date     Condition        Report By
 AI2103  HISTORY     - 1995     MONUMENTED       MNDT
 AI2103
 AI2103                          STATION DESCRIPTION
 AI2103
 AI2103'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2103'2 MI (3.2 KM) EAST OF ELBOW LAKE, 2.1 MI (3.4 KM) EAST ALONG TH 79
 AI2103'FROM JCT OF TH 79 AND TH 55 INELBOW LAKE, AT TH 79 MP 2.05, 59.5 FT
 AI2103'(18.1 M) NORTH OF TH 79, 41 FT (12.5 M) EAST OF GRAVEL RD,3.7 FT SE OF
 AI2103'R/W POST, 81.0 FT (24.7 M) ENE OF P-POLE, 12.3 FT (3.7 M) WNW OF GUY
 AI2103'POLE, 4.0 FT WEST OF WIT POST, MARK IS MNDT ALUMINUM DISK ON 40 FT
 AI2103'(12.2 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2104 ***********************************************************************
 AI2104  DESIGNATION -  2613 C
 AI2104  PID         -  AI2104
 AI2104  STATE/COUNTY-  MN/GRANT
 AI2104  COUNTRY     -  US
 AI2104  USGS QUAD   -  ELBOW LAKE (1973)
 AI2104
 AI2104                         *CURRENT SURVEY CONTROL
 AI2104  ______________________________________________________________________
 AI2104* NAD 83(1986) POSITION- 45 59 31.08   (N) 095 54 51.55   (W)   HD_HELD1  
 AI2104* NAVD 88 ORTHO HEIGHT -   382.748  (meters)    1255.73  (feet) ADJUSTED  
 AI2104  ______________________________________________________________________
 AI2104  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 AI2104  DYNAMIC HEIGHT  -        382.745 (meters)     1255.72  (feet) COMP
 AI2104  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 AI2104
 AI2104  VERT ORDER      -  SECOND    CLASS I
 AI2104
 AI2104.The horizontal coordinates were established by differentially corrected
 AI2104.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI2104.
 AI2104.The orthometric height was determined by differential leveling and
 AI2104.adjusted in August 2000.
 AI2104
 AI2104.Photographs are available for this station.
 AI2104
 AI2104.The dynamic height is computed by dividing the NAVD 88
 AI2104.geopotential number by the normal gravity value computed on the
 AI2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2104.degrees latitude (g = 980.6199 gals.).
 AI2104
 AI2104.The modeled gravity was interpolated from observed gravity values.
 AI2104
 AI2104;                    North         East    Units  Estimated Accuracy
 AI2104;SPC MN C     -   211,607.7     671,074.9     MT  (+/- 3 meters HH1 GPS) 
 AI2104
 AI2104                          SUPERSEDED SURVEY CONTROL
 AI2104
 AI2104.No superseded survey control is available for this station.
 AI2104
 AI2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7430897285(NAD 83)
 AI2104
 AI2104_MARKER: DD = SURVEY DISK
 AI2104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2104_STAMPING: 2613 C 1995
 AI2104_MARK LOGO: MNDT  
 AI2104_PROJECTION: FLUSH
 AI2104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2104+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 AI2104_ROD/PIPE-DEPTH: 12.2 meters
 AI2104
 AI2104  HISTORY     - Date     Condition        Report By
 AI2104  HISTORY     - 1995     MONUMENTED       MNDT
 AI2104  HISTORY     - 20040726 GOOD             MNDT
 AI2104  HISTORY     - 20040726 GOOD             MNDT
 AI2104
 AI2104                          STATION DESCRIPTION
 AI2104
 AI2104'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2104'3 MI (4.8 KM) EAST OF ELBOW LAKE, 3.1 MI (5.0 KM) EAST ALONG TH 79
 AI2104'FROM JCT OF TH 79 AND TH 55 IN ELBOW LAKE, ACROSS FROM POWER
 AI2104'SUBSTATION, AT TH 79 MP 3.05, 95.5 FT (29.1 M) SOUTH OF TH79, 22.5 FT
 AI2104'(6.9 M) EAST OF MINIMUM MAINTENANCE RD, 15.6 F T SOUTH OF P-POLE, 63.7
 AI2104'FT WSW OF GUY POLE, 4.0 FT (1.2 M) NORTH OF WIT POST, MARK IS MNDT
 AI2104'ALUMINUM DISK ON 40 FT LONG DRIVEN ALUMINUM ROD.
 AI2104
 AI2104                          STATION RECOVERY (2004)
 AI2104
 AI2104'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 AI2104'3.0 MILES EAST OF ELBOW LAKE, 3.1 MILES EAST ALONG TRUNK HIGHWAY 79
 AI2104'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 AI2104'AT TRUNK HIGHWAY 79 MILEPOINT 3.05, ACROSS FROM POWER SUB-STATION,
 AI2104'95.5 FEET SOUTH OF TRUNK HIGHWAY 79, 22.5 FEET WEST OF MINIMUM
 AI2104'MAINTENANCE ROAD, 15.6 FEET SOUTH OF POWER POLE, 63.7 FEET
 AI2104'WEST-SOUTHWEST OF GUY POLE, 4.0 FEET NORTH OF WITNESS POST.
 AI2104
 AI2104                          STATION RECOVERY (2004)
 AI2104
 AI2104'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 AI2104'3.0 MILES EAST OF ELBOW LAKE, 3.1 MILES EAST ALONG TRUNK HIGHWAY 79
 AI2104'FROM JUNCTION OF TRUNK HIGHWAY 79 AND TRUNK HIGHWAY 55 IN ELBOW LAKE,
 AI2104'AT TRUNK HIGHWAY 79 MILEPOINT 3.05, ACROSS FROM POWER SUB-STATION,
 AI2104'95.5 FEET SOUTH OF TRUNK HIGHWAY 79, 22.5 FEET WEST OF MINIMUM
 AI2104'MAINTENANCE ROAD, 15.6 FEET SOUTH OF POWER POLE, 63.7 FEET
 AI2104'WEST-SOUTHWEST OF GUY POLE, 4.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2105 ***********************************************************************
 AI2105  DESIGNATION -  2613 D
 AI2105  PID         -  AI2105
 AI2105  STATE/COUNTY-  MN/GRANT
 AI2105  COUNTRY     -  US
 AI2105  USGS QUAD   -  ELBOW LAKE (1973)
 AI2105
 AI2105                         *CURRENT SURVEY CONTROL
 AI2105  ______________________________________________________________________
 AI2105* NAD 83(1986) POSITION- 45 59 32.     (N) 095 53 18.     (W)   SCALED    
 AI2105* NAVD 88 ORTHO HEIGHT -   357.105  (meters)    1171.60  (feet) ADJUSTED  
 AI2105  ______________________________________________________________________
 AI2105  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 AI2105  DYNAMIC HEIGHT  -        357.101 (meters)     1171.59  (feet) COMP
 AI2105  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 AI2105
 AI2105  VERT ORDER      -  SECOND    CLASS I
 AI2105
 AI2105.The horizontal coordinates were scaled from a topographic map and have
 AI2105.an estimated accuracy of +/- 6 seconds.
 AI2105.
 AI2105.The orthometric height was determined by differential leveling and
 AI2105.adjusted in August 2000.
 AI2105
 AI2105.The dynamic height is computed by dividing the NAVD 88
 AI2105.geopotential number by the normal gravity value computed on the
 AI2105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2105.degrees latitude (g = 980.6199 gals.).
 AI2105
 AI2105.The modeled gravity was interpolated from observed gravity values.
 AI2105
 AI2105;                    North         East    Units  Estimated Accuracy
 AI2105;SPC MN C     -   211,590.      673,090.      MT  (+/- 180 meters Scaled)
 AI2105
 AI2105                          SUPERSEDED SURVEY CONTROL
 AI2105
 AI2105.No superseded survey control is available for this station.
 AI2105
 AI2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL763972(NAD 83)
 AI2105
 AI2105_MARKER: DD = SURVEY DISK
 AI2105_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2105_STAMPING: 2613 D 1995
 AI2105_MARK LOGO: MNDT  
 AI2105_PROJECTION: RECESSED 3 CENTIMETERS
 AI2105_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2105+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2105_ROD/PIPE-DEPTH:  7.6 meters
 AI2105
 AI2105  HISTORY     - Date     Condition        Report By
 AI2105  HISTORY     - 1995     MONUMENTED       MNDT
 AI2105
 AI2105                          STATION DESCRIPTION
 AI2105
 AI2105'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2105'4.25 MI (6.84 KM) EAST OF ELBOW LAKE, 4.35 MI (7.00 KM) EAST ALONG TH
 AI2105'79 FROM JCT OF TH 79 AND TH55 IN ELBOW LAKE, AT TH 79 MP 4.3, 91.5 FT
 AI2105'(27.9 M) NORTH OF TH 79, 1 1.5 FT (0.5 M) EAST OF GRAVEL RD EXTENDED,
 AI2105'72.0 FT (21.9 M) NE OF P-POLE, 7.1 FT (2.2 M) EAST OF R/W POST, 4.0 FT
 AI2105'(1.2 M) WEST OF WIT POST, MARK IS MNDT ALUMINUM DISK ON 25 FT (7.6 M)
 AI2105'LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2106 ***********************************************************************
 AI2106  DESIGNATION -  2613 E
 AI2106  PID         -  AI2106
 AI2106  STATE/COUNTY-  MN/GRANT
 AI2106  COUNTRY     -  US
 AI2106  USGS QUAD   -  ERDAHL (1973)
 AI2106
 AI2106                         *CURRENT SURVEY CONTROL
 AI2106  ______________________________________________________________________
 AI2106* NAD 83(1986) POSITION- 45 59 34.     (N) 095 52 01.     (W)   SCALED    
 AI2106* NAVD 88 ORTHO HEIGHT -   357.450  (meters)    1172.73  (feet) ADJUSTED  
 AI2106  ______________________________________________________________________
 AI2106  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 AI2106  DYNAMIC HEIGHT  -        357.446 (meters)     1172.72  (feet) COMP
 AI2106  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 AI2106
 AI2106  VERT ORDER      -  SECOND    CLASS I
 AI2106
 AI2106.The horizontal coordinates were scaled from a topographic map and have
 AI2106.an estimated accuracy of +/- 6 seconds.
 AI2106.
 AI2106.The orthometric height was determined by differential leveling and
 AI2106.adjusted in August 2000.
 AI2106
 AI2106.Photographs are available for this station.
 AI2106
 AI2106.The dynamic height is computed by dividing the NAVD 88
 AI2106.geopotential number by the normal gravity value computed on the
 AI2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2106.degrees latitude (g = 980.6199 gals.).
 AI2106
 AI2106.The modeled gravity was interpolated from observed gravity values.
 AI2106
 AI2106;                    North         East    Units  Estimated Accuracy
 AI2106;SPC MN C     -   211,620.      674,750.      MT  (+/- 180 meters Scaled)
 AI2106
 AI2106                          SUPERSEDED SURVEY CONTROL
 AI2106
 AI2106.No superseded survey control is available for this station.
 AI2106
 AI2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL779972(NAD 83)
 AI2106
 AI2106_MARKER: DD = SURVEY DISK
 AI2106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2106_STAMPING: 2613 E 1995
 AI2106_MARK LOGO: MNDT  
 AI2106_PROJECTION: RECESSED 3 CENTIMETERS
 AI2106_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2106+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2106_ROD/PIPE-DEPTH: 10.7 meters
 AI2106
 AI2106  HISTORY     - Date     Condition        Report By
 AI2106  HISTORY     - 1995     MONUMENTED       MNDT
 AI2106
 AI2106                          STATION DESCRIPTION
 AI2106
 AI2106'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2106'5.25 MI (8.45 KM) EAST OF ELBOW LAKE, 5.35 MI (8.61 KM) EAST ALONG TH
 AI2106'79 FROM JCT OF TH 79 AND TH55 IN ELBOW LAKE, AT TH 79 MP 5.3, 256 FT
 AI2106'(78.0 M) NORTH OF TH 79, 56 .5 FT (15.2 CM) EAST OF CO RD 24, 4.7 FT
 AI2106'(1.4 M) SSW OF SOUTH LEG OF REDHEAD SLOUGH SIGN , 90.8 FT (27.7 M)
 AI2106'EAST OF P-POLE,26.0 FT SOUTH OF FIELD ENT, 4.0 FT (1.2 M) NORTH OF WIT
 AI2106'POST, MARK IS MNDT ALUMINUM DISK ON 35 FT (10.7 M) LONG DRIVEN
 AI2106'ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2107 ***********************************************************************
 AI2107  DESIGNATION -  2613 F
 AI2107  PID         -  AI2107
 AI2107  STATE/COUNTY-  MN/GRANT
 AI2107  COUNTRY     -  US
 AI2107  USGS QUAD   -  ERDAHL (1973)
 AI2107
 AI2107                         *CURRENT SURVEY CONTROL
 AI2107  ______________________________________________________________________
 AI2107* NAD 83(1986) POSITION- 45 59 30.     (N) 095 51 03.     (W)   SCALED    
 AI2107* NAVD 88 ORTHO HEIGHT -   363.395  (meters)    1192.24  (feet) ADJUSTED  
 AI2107  ______________________________________________________________________
 AI2107  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 AI2107  DYNAMIC HEIGHT  -        363.390 (meters)     1192.22  (feet) COMP
 AI2107  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 AI2107
 AI2107  VERT ORDER      -  SECOND    CLASS I
 AI2107
 AI2107.The horizontal coordinates were scaled from a topographic map and have
 AI2107.an estimated accuracy of +/- 6 seconds.
 AI2107.
 AI2107.The orthometric height was determined by differential leveling and
 AI2107.adjusted in August 2000.
 AI2107
 AI2107.The dynamic height is computed by dividing the NAVD 88
 AI2107.geopotential number by the normal gravity value computed on the
 AI2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2107.degrees latitude (g = 980.6199 gals.).
 AI2107
 AI2107.The modeled gravity was interpolated from observed gravity values.
 AI2107
 AI2107;                    North         East    Units  Estimated Accuracy
 AI2107;SPC MN C     -   211,470.      675,990.      MT  (+/- 180 meters Scaled)
 AI2107
 AI2107                          SUPERSEDED SURVEY CONTROL
 AI2107
 AI2107.No superseded survey control is available for this station.
 AI2107
 AI2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL792970(NAD 83)
 AI2107
 AI2107_MARKER: DD = SURVEY DISK
 AI2107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2107_STAMPING: 2613 F 1995
 AI2107_MARK LOGO: MNDT  
 AI2107_PROJECTION: PROJECTING 3 CENTIMETERS
 AI2107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2107+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2107_ROD/PIPE-DEPTH:  9.1 meters
 AI2107
 AI2107  HISTORY     - Date     Condition        Report By
 AI2107  HISTORY     - 1995     MONUMENTED       MNDT
 AI2107
 AI2107                          STATION DESCRIPTION
 AI2107
 AI2107'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2107'6 MI (9.7 KM) EAST OF ELBOW LAKE, 6.15 MI (9.90 KM) EAST ALONG TH 79
 AI2107'FROM JCT OF TH 79 AN D TH 55 IN ELBOW LAKE, AT TH 79 MP 6.05, 128.5 FT
 AI2107'(39.2 M) SOUTH OF TH 79, 37 FT (11.3 M) EAST OF GRAVEL RD, 55.2 FT
 AI2107'(16.8 M) SOUTH OF TEL CABLE PEDESTAL, 11.4 FT (3.5 M) NNW OF P-POLE,
 AI2107'111.0 FT (33.8 M) NORTH OF FIELD ENT, 4.0 FT (1.2 M) SOUTH OF WIT
 AI2107'POST, MARK IS MNDT ALUMINUM DISK ON 30 FT LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2108 ***********************************************************************
 AI2108  DESIGNATION -  2613 G
 AI2108  PID         -  AI2108
 AI2108  STATE/COUNTY-  MN/GRANT
 AI2108  COUNTRY     -  US
 AI2108  USGS QUAD   -  ERDAHL (1973)
 AI2108
 AI2108                         *CURRENT SURVEY CONTROL
 AI2108  ______________________________________________________________________
 AI2108* NAD 83(1986) POSITION- 45 59 33.     (N) 095 49 53.     (W)   SCALED    
 AI2108* NAVD 88 ORTHO HEIGHT -   382.339  (meters)    1254.39  (feet) ADJUSTED  
 AI2108  ______________________________________________________________________
 AI2108  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 AI2108  DYNAMIC HEIGHT  -        382.335 (meters)     1254.38  (feet) COMP
 AI2108  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 AI2108
 AI2108  VERT ORDER      -  SECOND    CLASS I
 AI2108
 AI2108.The horizontal coordinates were scaled from a topographic map and have
 AI2108.an estimated accuracy of +/- 6 seconds.
 AI2108.
 AI2108.The orthometric height was determined by differential leveling and
 AI2108.adjusted in August 2000.
 AI2108
 AI2108.The dynamic height is computed by dividing the NAVD 88
 AI2108.geopotential number by the normal gravity value computed on the
 AI2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2108.degrees latitude (g = 980.6199 gals.).
 AI2108
 AI2108.The modeled gravity was interpolated from observed gravity values.
 AI2108
 AI2108;                    North         East    Units  Estimated Accuracy
 AI2108;SPC MN C     -   211,540.      677,500.      MT  (+/- 180 meters Scaled)
 AI2108
 AI2108                          SUPERSEDED SURVEY CONTROL
 AI2108
 AI2108.No superseded survey control is available for this station.
 AI2108
 AI2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL807971(NAD 83)
 AI2108
 AI2108_MARKER: DD = SURVEY DISK
 AI2108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2108_STAMPING: 2613 G 1995
 AI2108_MARK LOGO: MNDT  
 AI2108_PROJECTION: FLUSH
 AI2108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2108+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2108_ROD/PIPE-DEPTH: 12.2 meters
 AI2108
 AI2108  HISTORY     - Date     Condition        Report By
 AI2108  HISTORY     - 1995     MONUMENTED       MNDT
 AI2108
 AI2108                          STATION DESCRIPTION
 AI2108
 AI2108'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2108'0.5 MI (0.8 KM) WEST OF ERDAHL, 7.15 MI (11.51 KM) EAST ALONG TH 79
 AI2108'FROM JCT OF TH 79 AND TH 55 IN ELBOW LAKE, AT TH 79 MP 7.1, 123 FT
 AI2108'(37.5 M) NORTH OF TH 79, 51 FT (15.5 M) EA ST OF CO RD 10,39.5 FT NW
 AI2108'OF R/W POST, 33.0 FT (10.1 M) SSE OF R/W POST, 3 0.4 FT (12.2 CM)
 AI2108'SOUTH OF P-POLE, 27.5FT ESE OF CO RD 10 POST, 64.6 FT (19.7 M) NNW OF
 AI2108'UNDERGROUND POWER BOX, 4.0 FT (1.2 M) SOUTH OF WIT POST, MARK IS MNDT
 AI2108'ALUMINUM DISK ON 40 FT (12.2 M) LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2109 ***********************************************************************
 AI2109  DESIGNATION -  2613 H
 AI2109  PID         -  AI2109
 AI2109  STATE/COUNTY-  MN/GRANT
 AI2109  COUNTRY     -  US
 AI2109  USGS QUAD   -  ERDAHL (1973)
 AI2109
 AI2109                         *CURRENT SURVEY CONTROL
 AI2109  ______________________________________________________________________
 AI2109* NAD 83(1986) POSITION- 45 59 28.     (N) 095 48 42.     (W)   SCALED    
 AI2109* NAVD 88 ORTHO HEIGHT -   385.227  (meters)    1263.87  (feet) ADJUSTED  
 AI2109  ______________________________________________________________________
 AI2109  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 AI2109  DYNAMIC HEIGHT  -        385.222 (meters)     1263.85  (feet) COMP
 AI2109  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 AI2109
 AI2109  VERT ORDER      -  SECOND    CLASS I
 AI2109
 AI2109.The horizontal coordinates were scaled from a topographic map and have
 AI2109.an estimated accuracy of +/- 6 seconds.
 AI2109.
 AI2109.The orthometric height was determined by differential leveling and
 AI2109.adjusted in August 2000.
 AI2109
 AI2109.Photographs are available for this station.
 AI2109
 AI2109.The dynamic height is computed by dividing the NAVD 88
 AI2109.geopotential number by the normal gravity value computed on the
 AI2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2109.degrees latitude (g = 980.6199 gals.).
 AI2109
 AI2109.The modeled gravity was interpolated from observed gravity values.
 AI2109
 AI2109;                    North         East    Units  Estimated Accuracy
 AI2109;SPC MN C     -   211,350.      679,020.      MT  (+/- 180 meters Scaled)
 AI2109
 AI2109                          SUPERSEDED SURVEY CONTROL
 AI2109
 AI2109.No superseded survey control is available for this station.
 AI2109
 AI2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL822969(NAD 83)
 AI2109
 AI2109_MARKER: DD = SURVEY DISK
 AI2109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2109_STAMPING: 2613 H 1995
 AI2109_MARK LOGO: MNDT  
 AI2109_PROJECTION: FLUSH
 AI2109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2109+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2109_ROD/PIPE-DEPTH:  9.1 meters
 AI2109
 AI2109  HISTORY     - Date     Condition        Report By
 AI2109  HISTORY     - 1995     MONUMENTED       MNDT
 AI2109
 AI2109                          STATION DESCRIPTION
 AI2109
 AI2109'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2109'0.5 MI (0.8 KM) EAST OF ERDAHL, 4.1 MI (6.6 KM) WEST ALONG TH 79 FROM
 AI2109'JCT OF TH 79 AND F AI94, AT TH 79 MP 8.0, 60.5 FT (18.4 M) SOUTH OF TH
 AI2109'79, 39 FT (11.9 M) WEST OF GRAVEL RD, 9.5 FT EAST OF TEL CABLE
 AI2109'PEDESTAL, 59.4 FT (18.1 M) SE OF MILEPOST 8, 4.0 FT (1.2 M) WEST OF
 AI2109'WIT POST, MARK IS MNDT ALUMINUM DISK ON 30 FT (9.1 M) LONG DRIVEN
 AI2109'ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2110 ***********************************************************************
 AI2110  DESIGNATION -  2613 J
 AI2110  PID         -  AI2110
 AI2110  STATE/COUNTY-  MN/GRANT
 AI2110  COUNTRY     -  US
 AI2110  USGS QUAD   -  ERDAHL (1973)
 AI2110
 AI2110                         *CURRENT SURVEY CONTROL
 AI2110  ______________________________________________________________________
 AI2110* NAD 83(1986) POSITION- 45 59 30.     (N) 095 47 22.     (W)   SCALED    
 AI2110* NAVD 88 ORTHO HEIGHT -   396.557  (meters)    1301.04  (feet) ADJUSTED  
 AI2110  ______________________________________________________________________
 AI2110  GEOID HEIGHT    -        -26.34  (meters)                     GEOID09
 AI2110  DYNAMIC HEIGHT  -        396.551 (meters)     1301.02  (feet) COMP
 AI2110  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 AI2110
 AI2110  VERT ORDER      -  SECOND    CLASS I
 AI2110
 AI2110.The horizontal coordinates were scaled from a topographic map and have
 AI2110.an estimated accuracy of +/- 6 seconds.
 AI2110.
 AI2110.The orthometric height was determined by differential leveling and
 AI2110.adjusted in August 2000.
 AI2110
 AI2110.The dynamic height is computed by dividing the NAVD 88
 AI2110.geopotential number by the normal gravity value computed on the
 AI2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2110.degrees latitude (g = 980.6199 gals.).
 AI2110
 AI2110.The modeled gravity was interpolated from observed gravity values.
 AI2110
 AI2110;                    North         East    Units  Estimated Accuracy
 AI2110;SPC MN C     -   211,380.      680,750.      MT  (+/- 180 meters Scaled)
 AI2110
 AI2110                          SUPERSEDED SURVEY CONTROL
 AI2110
 AI2110.No superseded survey control is available for this station.
 AI2110
 AI2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL839969(NAD 83)
 AI2110
 AI2110_MARKER: DD = SURVEY DISK
 AI2110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI2110_STAMPING: 2613 J 1995
 AI2110_MARK LOGO: MNDT  
 AI2110_PROJECTION: FLUSH
 AI2110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2110+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AI2110_ROD/PIPE-DEPTH:  7.6 meters
 AI2110
 AI2110  HISTORY     - Date     Condition        Report By
 AI2110  HISTORY     - 1995     MONUMENTED       MNDT
 AI2110
 AI2110                          STATION DESCRIPTION
 AI2110
 AI2110'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AI2110'1.5 MI (2.4 KM) EAST OF ERDAHL, 3.55 MI (5.71 KM) WEST ALONG TH 79
 AI2110'FROM JCT OF TH 79 AND FAI 94,AT TH 79 MP 9.05, 142 FT (43.3 M) SOUTH
 AI2110'OF TH 79, 47 FT (14.3 M) EAST OF CO RD 5, 3.8 FT (1.2 M) NNW OF R/W
 AI2110'POST, 23.0 FT (7.0 M) SOUTH OF TEL CABLE WARNING POST, 65.5 FT (20.0
 AI2110'M) SOUTH OF P-POLE,114.3 FT SW OF TEL CABLE PEDESTAL, 4.0 F T SOUTH OF
 AI2110'WIT POST, MARK IS MNDT ALUMINUM DISK ON 25.0 FT (7.6 M) LONG DRIVEN
 AI2110'ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9881 ***********************************************************************
 DG9881  DESIGNATION -  2614 A
 DG9881  PID         -  DG9881
 DG9881  STATE/COUNTY-  MN/GRANT
 DG9881  COUNTRY     -  US
 DG9881  USGS QUAD   -  ASHBY (1973)
 DG9881
 DG9881                         *CURRENT SURVEY CONTROL
 DG9881  ______________________________________________________________________
 DG9881* NAD 83(2007) POSITION- 46 02 58.68179(N) 095 49 54.55914(W)   ADJUSTED  
 DG9881* NAD 83(2007) ELLIP HT-   351.552 (meters)        (02/10/07)   ADJUSTED
 DG9881* NAD 83(2007) EPOCH   -  2002.00
 DG9881* NAVD 88 ORTHO HEIGHT -   378.0    (meters)    1240.    (feet) GPS OBS   
 DG9881  ______________________________________________________________________
 DG9881  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG9881  GEOID HEIGHT    -        -26.43  (meters)                     GEOID03
 DG9881  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DG9881  NAD 83(2007) X  -   -450,593.929 (meters)                     COMP
 DG9881  NAD 83(2007) Y  - -4,411,642.361 (meters)                     COMP
 DG9881  NAD 83(2007) Z  -  4,569,331.272 (meters)                     COMP
 DG9881  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC09
 DG9881
 DG9881  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9881  Type                                         Horiz  Ellip  Dist(km)
 DG9881  -------------------------------------------------------------------
 DG9881  NETWORK                                       0.61   0.59
 DG9881  -------------------------------------------------------------------
 DG9881  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.29   0.20      2.26
 DG9881  -------------------------------------------------------------------
 DG9881  NOTE: Click here for information on individual local accuracy
 DG9881  values and other accuracy information.
 DG9881
 DG9881
 DG9881.The horizontal coordinates were established by GPS observations
 DG9881.and adjusted by the National Geodetic Survey in February 2007.
 DG9881
 DG9881.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9881.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9881
 DG9881.The horizontal coordinates are valid at the epoch date displayed above
 DG9881.which is a decimal equivalence of Year/Month/Day.
 DG9881
 DG9881.The orthometric height was determined by GPS observations and a
 DG9881.high-resolution geoid model.
 DG9881
 DG9881.Photographs are available for this station.
 DG9881
 DG9881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9881
 DG9881.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9881
 DG9881.The ellipsoidal height was determined by GPS observations
 DG9881.and is referenced to NAD 83.
 DG9881
 DG9881. The following values were computed from the NAD 83(2007) position.
 DG9881
 DG9881;                    North         East     Units Scale Factor Converg.
 DG9881;SPC MN C     -   217,884.867   677,592.633   MT  0.99993436   -1 08 39.4
 DG9881;SPC MN C     -   714,843.93  2,223,068.50   sFT  0.99993436   -1 08 39.4
 DG9881;UTM  15      - 5,103,461.399   280,924.779   MT  1.00019004   -2 02 22.4
 DG9881
 DG9881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9881!SPC MN C     -   0.99994489  x   0.99993436  =   0.99987925
 DG9881!UTM  15      -   0.99994489  x   1.00019004  =   1.00013492
 DG9881
 DG9881                          SUPERSEDED SURVEY CONTROL
 DG9881
 DG9881  NAD 83(1996)-  46 02 58.68135(N)    095 49 54.55882(W) AD(       ) 1
 DG9881  ELLIP H (04/26/05)  351.564  (m)                       GP(       ) 3 2
 DG9881
 DG9881.Superseded values are not recommended for survey control.
 DG9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9881.See file dsdata.txt to determine how the superseded data were derived.
 DG9881
 DG9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8092403461(NAD 83)
 DG9881
 DG9881_MARKER: DB = BENCH MARK DISK
 DG9881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9881_STAMPING: 2614 A 1969
 DG9881_MARK LOGO: MNDT  
 DG9881_PROJECTION: FLUSH
 DG9881_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG9881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9881+STABILITY: SURFACE MOTION
 DG9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9881+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DG9881
 DG9881  HISTORY     - Date     Condition        Report By
 DG9881  HISTORY     - 1969     MONUMENTED       MNDT
 DG9881
 DG9881                          STATION DESCRIPTION
 DG9881
 DG9881'DESCRIBED BY MN DEPT OF TRANSP 1969
 DG9881'SOUTH OF ASHBY, 1.0 MILES NORTH ALONG TRUNK HIGHWAY 78 FROM JUNCTION
 DG9881'OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78, AT TRUNK HIGHWAY 78
 DG9881'MILEPOINT 1.05, AT TRUNK HIGHWAY 78 STATION 214+00, 99 FEET EAST OF
 DG9881'TRUNK HIGHWAY 78, 105 FEET SOUTH OF FIELD ENTRANCE, 30.0 FEET
 DG9881'SOUTHWEST OF WEST HAVEN ROAD, 0.5 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0428 ***********************************************************************
 QO0428  DESIGNATION -  267/2 BOLT
 QO0428  PID         -  QO0428
 QO0428  STATE/COUNTY-  MN/ANOKA
 QO0428  COUNTRY     -  US
 QO0428  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0428
 QO0428                         *CURRENT SURVEY CONTROL
 QO0428  ______________________________________________________________________
 QO0428* NAD 83(1986) POSITION- 45 03 39.     (N) 093 16 53.     (W)   SCALED    
 QO0428* NAVD 88 ORTHO HEIGHT -   253.337  (meters)     831.16  (feet) ADJUSTED  
 QO0428  ______________________________________________________________________
 QO0428  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 QO0428  DYNAMIC HEIGHT  -        253.334 (meters)      831.15  (feet) COMP
 QO0428  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 QO0428
 QO0428  VERT ORDER      -  FIRST     CLASS I
 QO0428
 QO0428.The horizontal coordinates were scaled from a topographic map and have
 QO0428.an estimated accuracy of +/- 6 seconds.
 QO0428.
 QO0428.The orthometric height was determined by differential leveling and
 QO0428.adjusted in June 1991.
 QO0428
 QO0428.The dynamic height is computed by dividing the NAVD 88
 QO0428.geopotential number by the normal gravity value computed on the
 QO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0428.degrees latitude (g = 980.6199 gals.).
 QO0428
 QO0428.The modeled gravity was interpolated from observed gravity values.
 QO0428
 QO0428;                    North         East    Units  Estimated Accuracy
 QO0428;SPC MN S     -   329,240.      856,600.      MT  (+/- 180 meters Scaled)
 QO0428
 QO0428                          SUPERSEDED SURVEY CONTROL
 QO0428
 QO0428  NGVD 29 (??/??/92)  253.281  (m)          830.97   (f) ADJ UNCH    1 1
 QO0428
 QO0428.Superseded values are not recommended for survey control.
 QO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0428.See file dsdata.txt to determine how the superseded data were derived.
 QO0428
 QO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK778897(NAD 83)
 QO0428
 QO0428_MARKER: B = BOLT
 QO0428_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0428_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0428
 QO0428  HISTORY     - Date     Condition        Report By
 QO0428  HISTORY     - UNK      MONUMENTED       MRC
 QO0428  HISTORY     - 1970     GOOD             NGS
 QO0428
 QO0428                          STATION DESCRIPTION
 QO0428
 QO0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0428'0.6 MI S FROM FRIDLEY.
 QO0428'ABOUT 0.6 MILE SOUTH ALONG EAST RIVER ROAD FROM THE UNDERPASS FOR
 QO0428'INTERSTATE HIGHWAY 694 AT FRIDLEY, 0.85 MILE NORTH OF THE MINNEAPOLIS
 QO0428'WATER WORKS, 260 FEET SOUTHEAST OF A FARM HOUSE, 57 1/2 FEET WEST OF
 QO0428'THE CENTER LINE OF THE WEST LANES OF THE ROAD, 11 FEET WEST OF A
 QO0428'TELEPHONE POLE, 5 1/2 FEET EAST-SOUTHEAST OF THE CENTER OF A METAL
 QO0428'GATE, 4 FEET WEST-SOUTHWEST OF A CORNER FENCE POST, 3 FEET WEST OF THE
 QO0428'EXTENDED LINE OF A NORTH-SOUTH CHAIN LINK FENCE, 3.4 FEET WEST OF A
 QO0428'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND IS A
 QO0428'COPPER BOLT LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH
 QO0428'IS HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER
 QO0428'COMMISSION CAP AND WHICH PROJECTS 6 INCHES.  NOTE-- THE PIPE IS RUSTED
 QO0428'THROUGH AT THE TOP OF THE GROUND.  1/4, SEC 27, T30N, R24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0589 ***********************************************************************
 RO0589  DESIGNATION -  2680 A
 RO0589  PID         -  RO0589
 RO0589  STATE/COUNTY-  MN/GRANT
 RO0589  COUNTRY     -  US
 RO0589  USGS QUAD   -  FOURMILE LAKE (1973)
 RO0589
 RO0589                         *CURRENT SURVEY CONTROL
 RO0589  ______________________________________________________________________
 RO0589* NAD 83(1986) POSITION- 46 06 29.82   (N) 095 53 48.89   (W)   HD_HELD1  
 RO0589* NAVD 88 ORTHO HEIGHT -   388.610  (meters)    1274.96  (feet) ADJUSTED  
 RO0589  ______________________________________________________________________
 RO0589  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 RO0589  DYNAMIC HEIGHT  -        388.610 (meters)     1274.96  (feet) COMP
 RO0589  MODELED GRAVITY -    980,604.4   (mgal)                       NAVD 88
 RO0589
 RO0589  VERT ORDER      -  SECOND    CLASS I
 RO0589
 RO0589.The horizontal coordinates were established by differentially corrected
 RO0589.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0589.
 RO0589.The orthometric height was determined by differential leveling and
 RO0589.adjusted in June 1991.
 RO0589
 RO0589.Photographs are available for this station.
 RO0589
 RO0589.The dynamic height is computed by dividing the NAVD 88
 RO0589.geopotential number by the normal gravity value computed on the
 RO0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0589.degrees latitude (g = 980.6199 gals.).
 RO0589
 RO0589.The modeled gravity was interpolated from observed gravity values.
 RO0589
 RO0589;                    North         East    Units  Estimated Accuracy
 RO0589;SPC MN C     -   224,504.7     672,691.8     MT  (+/- 3 meters HH1 GPS) 
 RO0589
 RO0589                          SUPERSEDED SURVEY CONTROL
 RO0589
 RO0589  NGVD 29 (??/??/92)  388.402  (m)         1274.28   (f) ADJ UNCH    2 0
 RO0589
 RO0589.Superseded values are not recommended for survey control.
 RO0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0589.See file dsdata.txt to determine how the superseded data were derived.
 RO0589
 RO0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7612610158(NAD 83)
 RO0589
 RO0589_MARKER: DB = BENCH MARK DISK
 RO0589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0589_SP_SET: BRIDGE ABUTMENT
 RO0589_STAMPING: 2680 A 1965
 RO0589_MARK LOGO: MNHD  
 RO0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0589
 RO0589  HISTORY     - Date     Condition        Report By
 RO0589  HISTORY     - 1965     MONUMENTED       MNHD
 RO0589  HISTORY     - 1967     GOOD             MNDT
 RO0589  HISTORY     - 20050111 GOOD             MNDT
 RO0589
 RO0589                          STATION DESCRIPTION
 RO0589
 RO0589'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0589'4.0 MI NW FROM ASHBY.
 RO0589'MARK IS LOCATED IN THE NW 1/4, SECTION 6, T130N, R41W.  ABOUT 4.0
 RO0589'MILES NORTHWEST OF ASHBY AT THE GRANT - OTTERTAIL COUNTY LINE BRIDGE
 RO0589'OVER F.A.I. 94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0589'STAMPED 2680 A 1965, SET IN THE SOUTHWEST CORNER ABUTMENT OF BRIDGE
 RO0589'(NO. 56803).
 RO0589
 RO0589                          STATION RECOVERY (2005)
 RO0589
 RO0589'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RO0589'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH OF DALTON AND 4.0 MI
 RO0589'(6.4 KM) WEST-NORTHWEST OF ASHBY.
 RO0589' 
 RO0589'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY
 RO0589'ROAD 10 IN ASHBY, GO NORTHWEST ON COUNTY ROAD 10 FOR 1.8 MI (2.9 KM)
 RO0589'THENCE 3.1 MI (5.0 KM) WEST ALONG COUNTY HIGHWAY 82/100TH STREET OVER
 RO0589'I-94 AND THE MARK IMMEDIATELY TO THE RIGHT AT I-94 MILE POINT 71.05.
 RO0589' 
 RO0589'THE MARK IS FOUND IN THE SOUTHWEST ABUTMENT OF COUNTY LINE BRIDGE
 RO0589'NUMBER 56803 OVER I-94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO1224 ***********************************************************************
 RO1224  DESIGNATION -  2680 A 1 RESET
 RO1224  PID         -  RO1224
 RO1224  STATE/COUNTY-  MN/GRANT
 RO1224  COUNTRY     -  US
 RO1224  USGS QUAD   -  ASHBY (1973)
 RO1224
 RO1224                         *CURRENT SURVEY CONTROL
 RO1224  ______________________________________________________________________
 RO1224* NAD 83(1986) POSITION- 46 06 28.95   (N) 095 52 27.97   (W)   HD_HELD1  
 RO1224* NAVD 88 ORTHO HEIGHT -   402.19   (meters)    1319.5   (feet) RESET     
 RO1224  ______________________________________________________________________
 RO1224  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 RO1224  VERT ORDER      -  THIRD
 RO1224
 RO1224.The horizontal coordinates were established by differentially corrected
 RO1224.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO1224.
 RO1224.The orthometric height was computed from unverified reset data.
 RO1224
 RO1224.Photographs are available for this station.
 RO1224
 RO1224;                    North         East    Units  Estimated Accuracy
 RO1224;SPC MN C     -   224,442.0     674,428.6     MT  (+/- 3 meters HH1 GPS) 
 RO1224
 RO1224                          SUPERSEDED SURVEY CONTROL
 RO1224
 RO1224.No superseded survey control is available for this station.
 RO1224
 RO1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7786210068(NAD 83)
 RO1224
 RO1224_MARKER: DB = BENCH MARK DISK
 RO1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RO1224_SP_SET: CONCRETE POST
 RO1224_STAMPING: 2680 A 1 1966 RESET 1974
 RO1224_MARK LOGO: MNDT  
 RO1224_PROJECTION: PROJECTING 8 CENTIMETERS
 RO1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO1224+STABILITY: SURFACE MOTION
 RO1224
 RO1224  HISTORY     - Date     Condition        Report By
 RO1224  HISTORY     - 1975     MONUMENTED       LOCENG
 RO1224
 RO1224                          STATION DESCRIPTION
 RO1224
 RO1224'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 RO1224'3 MI NW FROM ASHBY.
 RO1224'1.3 MILES NORTH ALONG COUNTY ROAD 82 FROM THE JUNCTION OF COUNTY ROAD
 RO1224'82 AND COUNTY ROAD 4 IN ASHBY, THENCE, 2 MILES WEST ALONG A TOWNSHIP
 RO1224'ROAD (GRANT-OTTERTAIL COUNTY LINE). IT IS ALSO 1 MILE OF FAI 94, 58
 RO1224'FEET SOUTH OF THE TOWNSHIP (COUNTY LINE) ROAD CENTERLINE, AND 30 FEET
 RO1224'WEST OF THE CENTER OF A TOWNSHIP ROAD, IN A NON-MAGNETIC CONCRETE
 RO1224'MONUMENT.
 RO1224'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0584 ***********************************************************************
 RO0584  DESIGNATION -  2680 B
 RO0584  PID         -  RO0584
 RO0584  STATE/COUNTY-  MN/GRANT
 RO0584  COUNTRY     -  US
 RO0584  USGS QUAD   -  FOURMILE LAKE (1973)
 RO0584
 RO0584                         *CURRENT SURVEY CONTROL
 RO0584  ______________________________________________________________________
 RO0584* NAD 83(2007) POSITION- 46 05 19.32982(N) 095 53 26.10359(W)   ADJUSTED  
 RO0584* NAD 83(2007) ELLIP HT-   358.546 (meters)        (02/10/07)   ADJUSTED
 RO0584* NAD 83(2007) EPOCH   -  2002.00
 RO0584* NAVD 88 ORTHO HEIGHT -   385.042  (meters)    1263.26  (feet) ADJUSTED  
 RO0584  ______________________________________________________________________
 RO0584  NAD 83(2007) X  -   -454,797.769 (meters)                     COMP
 RO0584  NAD 83(2007) Y  - -4,408,071.627 (meters)                     COMP
 RO0584  NAD 83(2007) Z  -  4,572,349.335 (meters)                     COMP
 RO0584  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC09
 RO0584  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 RO0584  DYNAMIC HEIGHT  -        385.041 (meters)     1263.26  (feet) COMP
 RO0584  MODELED GRAVITY -    980,602.5   (mgal)                       NAVD 88
 RO0584
 RO0584  VERT ORDER      -  SECOND    CLASS I
 RO0584
 RO0584  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0584  Type                                         Horiz  Ellip  Dist(km)
 RO0584  -------------------------------------------------------------------
 RO0584  NETWORK                                       0.63   0.59
 RO0584  -------------------------------------------------------------------
 RO0584  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.29      3.76
 RO0584  -------------------------------------------------------------------
 RO0584  NOTE: Click here for information on individual local accuracy
 RO0584  values and other accuracy information.
 RO0584
 RO0584
 RO0584.The horizontal coordinates were established by GPS observations
 RO0584.and adjusted by the National Geodetic Survey in February 2007.
 RO0584
 RO0584.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0584.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0584
 RO0584.The horizontal coordinates are valid at the epoch date displayed above
 RO0584.which is a decimal equivalence of Year/Month/Day.
 RO0584
 RO0584.The orthometric height was determined by differential leveling and
 RO0584.adjusted in June 2011.
 RO0584
 RO0584.Photographs are available for this station.
 RO0584
 RO0584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0584
 RO0584.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0584
 RO0584.The ellipsoidal height was determined by GPS observations
 RO0584.and is referenced to NAD 83.
 RO0584
 RO0584.The dynamic height is computed by dividing the NAVD 88
 RO0584.geopotential number by the normal gravity value computed on the
 RO0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0584.degrees latitude (g = 980.6199 gals.).
 RO0584
 RO0584.The modeled gravity was interpolated from observed gravity values.
 RO0584
 RO0584. The following values were computed from the NAD 83(2007) position.
 RO0584
 RO0584;                    North         East     Units Scale Factor Converg.
 RO0584;SPC MN C     -   222,318.757   673,135.956   MT  0.99993121   -1 11 12.4
 RO0584;SPC MN C     -   729,390.79  2,208,446.88   sFT  0.99993121   -1 11 12.4
 RO0584;UTM  15      - 5,107,965.642   276,536.792   MT  1.00021391   -2 04 59.8
 RO0584
 RO0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0584!SPC MN C     -   0.99994380  x   0.99993121  =   0.99987501
 RO0584!UTM  15      -   0.99994380  x   1.00021391  =   1.00015769
 RO0584
 RO0584|---------------------------------------------------------------------|
 RO0584| PID    Reference Object                     Distance      Geod. Az  |
 RO0584|                                                           dddmmss.s |
 RO0584| RO0585 GRANT                               376.567 METERS 23158     |
 RO0584|---------------------------------------------------------------------|
 RO0584
 RO0584                          SUPERSEDED SURVEY CONTROL
 RO0584
 RO0584  NAD 83(1996)-  46 05 19.32937(N)    095 53 26.10329(W) AD(       ) 1
 RO0584  ELLIP H (04/26/05)  358.555  (m)                       GP(       ) 3 2
 RO0584  NAVD 88 (04/26/05)  385.04   (m)         1263.3    (f) LEVELING    3  
 RO0584  NAVD 88 (06/15/91)  385.018  (m)         1263.18   (f) SUPERSEDED  2 0
 RO0584  NGVD 29 (??/??/92)  384.813  (m)         1262.51   (f) ADJ UNCH    2 0
 RO0584
 RO0584.Superseded values are not recommended for survey control.
 RO0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0584.See file dsdata.txt to determine how the superseded data were derived.
 RO0584
 RO0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7653607965(NAD 83)
 RO0584
 RO0584_MARKER: DB = BENCH MARK DISK
 RO0584_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RO0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0584_STAMPING: 2680 B 1965
 RO0584_MARK LOGO: MNHD  
 RO0584_PROJECTION: FLUSH
 RO0584_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0584+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 RO0584
 RO0584  HISTORY     - Date     Condition        Report By
 RO0584  HISTORY     - 1965     MONUMENTED       MNHD
 RO0584  HISTORY     - 1967     GOOD             MNDT
 RO0584  HISTORY     - 20040726 GOOD             MNDT
 RO0584  HISTORY     - 20040726 GOOD             MNDT
 RO0584  HISTORY     - 20041115 GOOD             MNDT
 RO0584  HISTORY     - 20050223 GOOD             MNDT
 RO0584
 RO0584                          STATION DESCRIPTION
 RO0584
 RO0584'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0584'3.0 MI W FROM ASHBY.
 RO0584'MARK IS LOCATED NEAR THE CENTER OF SECTION 7, T130N, R41W, ABOUT 3.0
 RO0584'MILES WEST OF ASHBY ALONG F.A.I. 94.  MARK IS A STANDARD MINNESOTA
 RO0584'HIGHWAY DEPARTMENT DISK, STAMPED 2680 B 1965, SET IN A PRE-CAST
 RO0584'CONCRETE MONUMENT.  MARK IS 98 FEET NORTH OF THE CENTERLINE OF
 RO0584'WESTBOUND F.A.I. 94 (STA. 1972+00) 1.0 FOOT SOUTH OF A STEEL WITNESS
 RO0584'POST, 3000 FEET WEST OF MILE POST 73 AND FLUSH WITH THE GROUND.
 RO0584
 RO0584                          STATION RECOVERY (2004)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0584'3.0 MILES WEST OF ASHBY, 4.7 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 RO0584'94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78 (3.7
 RO0584'MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 72.40, AT
 RO0584'INTERSTATE HIGHWAY 94 STATION 1972+00, 98 FEET NORTH OF WESTBOUND
 RO0584'INTERSTATE HIGHWAY 94, 3000 FEET WEST OF MILEPOST 73, 1.0 FEET SOUTH
 RO0584'OF WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2004)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0584'3.0 MILES WEST OF ASHBY, 4.7 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 RO0584'94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78 (3.7
 RO0584'MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 72.40, AT
 RO0584'INTERSTATE HIGHWAY 94 STATION 1972+00, 98 FEET NORTH OF WESTBOUND
 RO0584'INTERSTATE HIGHWAY 94, 3000 FEET WEST OF MILEPOST 73, 1.0 FEET SOUTH
 RO0584'OF WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2004)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0584'3.0 MILES WEST OF ASHBY, 4.7 MILES NORTHWEST ALONG INTERSTATE HIGHWAY
 RO0584'94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78 (3.7
 RO0584'MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 72.40, AT
 RO0584'INTERSTATE HIGHWAY 94 STATION 1972+00, 98 FEET NORTH OF WESTBOUND
 RO0584'INTERSTATE HIGHWAY 94, 3000 FEET WEST OF MILEPOST 73, 1.0 FEET SOUTH
 RO0584'OF WITNESS POST.
 RO0584
 RO0584                          STATION RECOVERY (2005)
 RO0584
 RO0584'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0584'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0583 ***********************************************************************
 RO0583  DESIGNATION -  2680 C
 RO0583  PID         -  RO0583
 RO0583  STATE/COUNTY-  MN/GRANT
 RO0583  COUNTRY     -  US
 RO0583  USGS QUAD   -  ASHBY (1973)
 RO0583
 RO0583                         *CURRENT SURVEY CONTROL
 RO0583  ______________________________________________________________________
 RO0583* NAD 83(1986) POSITION- 46 04 33.66   (N) 095 52 25.38   (W)   HD_HELD1  
 RO0583* NAVD 88 ORTHO HEIGHT -   378.276  (meters)    1241.06  (feet) ADJUSTED  
 RO0583  ______________________________________________________________________
 RO0583  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 RO0583  DYNAMIC HEIGHT  -        378.275 (meters)     1241.06  (feet) COMP
 RO0583  MODELED GRAVITY -    980,601.4   (mgal)                       NAVD 88
 RO0583
 RO0583  VERT ORDER      -  SECOND    CLASS I
 RO0583
 RO0583.The horizontal coordinates were established by differentially corrected
 RO0583.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0583.
 RO0583.The orthometric height was determined by differential leveling and
 RO0583.adjusted in June 1991.
 RO0583
 RO0583.Photographs are available for this station.
 RO0583
 RO0583.The dynamic height is computed by dividing the NAVD 88
 RO0583.geopotential number by the normal gravity value computed on the
 RO0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0583.degrees latitude (g = 980.6199 gals.).
 RO0583
 RO0583.The modeled gravity was interpolated from observed gravity values.
 RO0583
 RO0583;                    North         East    Units  Estimated Accuracy
 RO0583;SPC MN C     -   220,882.2     674,411.2     MT  (+/- 3 meters HH1 GPS) 
 RO0583
 RO0583                          SUPERSEDED SURVEY CONTROL
 RO0583
 RO0583  NGVD 29 (??/??/92)  378.073  (m)         1240.39   (f) ADJ UNCH    2 0
 RO0583
 RO0583.Superseded values are not recommended for survey control.
 RO0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0583.See file dsdata.txt to determine how the superseded data were derived.
 RO0583
 RO0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7778906508(NAD 83)
 RO0583
 RO0583_MARKER: DB = BENCH MARK DISK
 RO0583_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0583_SP_SET: BRIDGE ABUTMENT
 RO0583_STAMPING: 2680 C 1965
 RO0583_MARK LOGO: MNHD  
 RO0583_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0583+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 RO0583
 RO0583  HISTORY     - Date     Condition        Report By
 RO0583  HISTORY     - 1965     MONUMENTED       MNHD
 RO0583  HISTORY     - 1967     GOOD             MNDT
 RO0583  HISTORY     - 20050111 GOOD             MNDT
 RO0583
 RO0583                          STATION DESCRIPTION
 RO0583
 RO0583'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0583'4.0 MI SW FROM ASHBY.
 RO0583'MARK IS LOCATED IN THE NW 1/4, SECTION 17, T130N, R41W, ABOUT 4.0
 RO0583'MILES SOUTHWEST OF ASHBY AT THE COUNTY ROAD NO. 4 BRIDGE OVER F.A.I.
 RO0583'94.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED
 RO0583'2680 C 1965, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE (NO.
 RO0583'26801).
 RO0583
 RO0583                          STATION RECOVERY (2005)
 RO0583
 RO0583'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RO0583'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF ERDAHL
 RO0583'AND 3.0 MI (4.8 KM) WEST-SOUTHWEST OF ASHBY.
 RO0583' 
 RO0583'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY 78, GO
 RO0583'3.5 MI (5.6 KM) NORTHWEST ALONG I-94 TO MILE POINT 73.6.
 RO0583' 
 RO0583'THE MARK IS FOUND IN THE SOUTHEAST ABUTMENT OF COUNTY ROAD 4 BRIDGE
 RO0583'NUMBER 26801 OVER I-94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0580 ***********************************************************************
 RO0580  DESIGNATION -  2680 D
 RO0580  PID         -  RO0580
 RO0580  STATE/COUNTY-  MN/GRANT
 RO0580  COUNTRY     -  US
 RO0580  USGS QUAD   -  ASHBY (1973)
 RO0580
 RO0580                         *CURRENT SURVEY CONTROL
 RO0580  ______________________________________________________________________
 RO0580* NAD 83(2007) POSITION- 46 03 52.73724(N) 095 51 23.30804(W)   ADJUSTED  
 RO0580* NAD 83(2007) ELLIP HT-   366.051 (meters)        (02/10/07)   ADJUSTED
 RO0580* NAD 83(2007) EPOCH   -  2002.00
 RO0580* NAVD 88 ORTHO HEIGHT -   392.496  (meters)    1287.71  (feet) ADJUSTED  
 RO0580  ______________________________________________________________________
 RO0580  NAD 83(2007) X  -   -452,370.469 (meters)                     COMP
 RO0580  NAD 83(2007) Y  - -4,410,262.558 (meters)                     COMP
 RO0580  NAD 83(2007) Z  -  4,570,499.963 (meters)                     COMP
 RO0580  LAPLACE CORR    -          0.57  (seconds)                    DEFLEC09
 RO0580  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 RO0580  DYNAMIC HEIGHT  -        392.495 (meters)     1287.71  (feet) COMP
 RO0580  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 RO0580
 RO0580  VERT ORDER      -  SECOND    CLASS I
 RO0580
 RO0580  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0580  Type                                         Horiz  Ellip  Dist(km)
 RO0580  -------------------------------------------------------------------
 RO0580  NETWORK                                       0.64   0.59
 RO0580  -------------------------------------------------------------------
 RO0580  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.29      3.76
 RO0580  -------------------------------------------------------------------
 RO0580  NOTE: Click here for information on individual local accuracy
 RO0580  values and other accuracy information.
 RO0580
 RO0580
 RO0580.The horizontal coordinates were established by GPS observations
 RO0580.and adjusted by the National Geodetic Survey in February 2007.
 RO0580
 RO0580.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0580.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0580
 RO0580.The horizontal coordinates are valid at the epoch date displayed above
 RO0580.which is a decimal equivalence of Year/Month/Day.
 RO0580
 RO0580.The orthometric height was determined by differential leveling and
 RO0580.adjusted in June 1991.
 RO0580
 RO0580.Photographs are available for this station.
 RO0580
 RO0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0580
 RO0580.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0580
 RO0580.The ellipsoidal height was determined by GPS observations
 RO0580.and is referenced to NAD 83.
 RO0580
 RO0580.The dynamic height is computed by dividing the NAVD 88
 RO0580.geopotential number by the normal gravity value computed on the
 RO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0580.degrees latitude (g = 980.6199 gals.).
 RO0580
 RO0580.The modeled gravity was interpolated from observed gravity values.
 RO0580
 RO0580. The following values were computed from the NAD 83(2007) position.
 RO0580
 RO0580;                    North         East     Units Scale Factor Converg.
 RO0580;SPC MN C     -   219,591.808   675,719.038   MT  0.99993309   -1 09 43.6
 RO0580;SPC MN C     -   720,444.12  2,216,921.54   sFT  0.99993309   -1 09 43.6
 RO0580;UTM  15      - 5,105,197.868   279,077.608   MT  1.00020003   -2 03 28.2
 RO0580
 RO0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0580!SPC MN C     -   0.99994262  x   0.99993309  =   0.99987571
 RO0580!UTM  15      -   0.99994262  x   1.00020003  =   1.00014264
 RO0580
 RO0580                          SUPERSEDED SURVEY CONTROL
 RO0580
 RO0580  NAD 83(1996)-  46 03 52.73678(N)    095 51 23.30773(W) AD(       ) 1
 RO0580  ELLIP H (04/26/05)  366.062  (m)                       GP(       ) 3 2
 RO0580  NAVD 88 (04/26/05)  392.50   (m)         1287.7    (f) LEVELING    3  
 RO0580  NGVD 29 (??/??/92)  392.294  (m)         1287.05   (f) ADJ UNCH    2 0
 RO0580
 RO0580.Superseded values are not recommended for survey control.
 RO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0580.See file dsdata.txt to determine how the superseded data were derived.
 RO0580
 RO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7907705197(NAD 83)
 RO0580
 RO0580_MARKER: DB = BENCH MARK DISK
 RO0580_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RO0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0580_STAMPING: 2680 D 1965
 RO0580_MARK LOGO: MNHD  
 RO0580_PROJECTION: FLUSH
 RO0580_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0580+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 RO0580
 RO0580  HISTORY     - Date     Condition        Report By
 RO0580  HISTORY     - 1965     MONUMENTED       MNDT
 RO0580  HISTORY     - 1967     GOOD             MNDT
 RO0580  HISTORY     - 20041115 GOOD             MNDT
 RO0580  HISTORY     - 20050111 GOOD             MNDT
 RO0580
 RO0580                          STATION DESCRIPTION
 RO0580
 RO0580'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0580'3.0 MI SW FROM ASHBY.
 RO0580'MARK IS LOCATED IN THE SE 1/4, SECTION 17, T130N, R41W, ABOUT 3.0
 RO0580'MILES SOUTHWEST OF ASHBY ALONG F.A.I. 94.  MARK IS A STANDARD
 RO0580'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2680 D 1965, SET IN A
 RO0580'PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET NORTH OF THE CENTERLINE
 RO0580'OF WESTBOUND F.A.I. 94 (STA. 2095+25), 2.0 FEET SOUTH OF THE R/W FENCE
 RO0580'AND WITNESS POST, 1300 FEET WEST OF MILE POST 75 AND PROJECTING 3
 RO0580'INCHES ABOVE GROUND.
 RO0580
 RO0580                          STATION RECOVERY (2004)
 RO0580
 RO0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0580'3.0 MILES SOUTHWEST OF ASHBY, 2.3 MILES NORTHWEST ALONG INTERSTATE
 RO0580'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 78
 RO0580'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 MILEPOINT 74.70,
 RO0580'98 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 94, 1300 FEET WEST OF
 RO0580'MILEPOST 75, 2.0 FEET SOUTH OF RIGHT OF WAY FENCE AND WITNESS POST
 RO0580
 RO0580                          STATION RECOVERY (2005)
 RO0580
 RO0580'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0580'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0579 ***********************************************************************
 RO0579  DESIGNATION -  2680 E
 RO0579  PID         -  RO0579
 RO0579  STATE/COUNTY-  MN/GRANT
 RO0579  COUNTRY     -  US
 RO0579  USGS QUAD   -  ASHBY (1973)
 RO0579
 RO0579                         *CURRENT SURVEY CONTROL
 RO0579  ______________________________________________________________________
 RO0579* NAD 83(2007) POSITION- 46 02 53.95598(N) 095 50 53.84042(W)   ADJUSTED  
 RO0579* NAD 83(2007) ELLIP HT-   364.472 (meters)        (02/10/07)   ADJUSTED
 RO0579* NAD 83(2007) EPOCH   -  2002.00
 RO0579* NAVD 88 ORTHO HEIGHT -   390.908  (meters)    1282.50  (feet) ADJUSTED  
 RO0579  ______________________________________________________________________
 RO0579  NAD 83(2007) X  -   -451,873.451 (meters)                     COMP
 RO0579  NAD 83(2007) Y  - -4,411,626.103 (meters)                     COMP
 RO0579  NAD 83(2007) Z  -  4,569,239.298 (meters)                     COMP
 RO0579  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC09
 RO0579  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 RO0579  DYNAMIC HEIGHT  -        390.905 (meters)     1282.49  (feet) COMP
 RO0579  MODELED GRAVITY -    980,598.0   (mgal)                       NAVD 88
 RO0579
 RO0579  VERT ORDER      -  SECOND    CLASS I
 RO0579
 RO0579  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0579  Type                                         Horiz  Ellip  Dist(km)
 RO0579  -------------------------------------------------------------------
 RO0579  NETWORK                                       0.61   0.59
 RO0579  -------------------------------------------------------------------
 RO0579  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.29   0.20      1.92
 RO0579  -------------------------------------------------------------------
 RO0579  NOTE: Click here for information on individual local accuracy
 RO0579  values and other accuracy information.
 RO0579
 RO0579
 RO0579.The horizontal coordinates were established by GPS observations
 RO0579.and adjusted by the National Geodetic Survey in February 2007.
 RO0579
 RO0579.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0579.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0579
 RO0579.The horizontal coordinates are valid at the epoch date displayed above
 RO0579.which is a decimal equivalence of Year/Month/Day.
 RO0579
 RO0579.The orthometric height was determined by differential leveling and
 RO0579.adjusted in June 1991.
 RO0579
 RO0579.Photographs are available for this station.
 RO0579
 RO0579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0579
 RO0579.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0579
 RO0579.The ellipsoidal height was determined by GPS observations
 RO0579.and is referenced to NAD 83.
 RO0579
 RO0579.The dynamic height is computed by dividing the NAVD 88
 RO0579.geopotential number by the normal gravity value computed on the
 RO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0579.degrees latitude (g = 980.6199 gals.).
 RO0579
 RO0579.The modeled gravity was interpolated from observed gravity values.
 RO0579
 RO0579. The following values were computed from the NAD 83(2007) position.
 RO0579
 RO0579;                    North         East     Units Scale Factor Converg.
 RO0579;SPC MN C     -   217,764.576   676,315.581   MT  0.99993447   -1 09 22.3
 RO0579;SPC MN C     -   714,449.28  2,218,878.70   sFT  0.99993447   -1 09 22.3
 RO0579;UTM  15      - 5,103,361.050   279,645.672   MT  1.00019695   -2 03 05.0
 RO0579
 RO0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0579!SPC MN C     -   0.99994287  x   0.99993447  =   0.99987734
 RO0579!UTM  15      -   0.99994287  x   1.00019695  =   1.00013980
 RO0579
 RO0579                          SUPERSEDED SURVEY CONTROL
 RO0579
 RO0579  NAD 83(1996)-  46 02 53.95553(N)    095 50 53.84011(W) AD(       ) 1
 RO0579  ELLIP H (04/26/05)  364.483  (m)                       GP(       ) 3 2
 RO0579  NAVD 88 (04/26/05)  390.91   (m)         1282.5    (f) LEVELING    3  
 RO0579  NGVD 29 (??/??/92)  390.707  (m)         1281.84   (f) ADJ UNCH    2 0
 RO0579
 RO0579.Superseded values are not recommended for survey control.
 RO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0579.See file dsdata.txt to determine how the superseded data were derived.
 RO0579
 RO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM7964503361(NAD 83)
 RO0579
 RO0579_MARKER: DB = BENCH MARK DISK
 RO0579_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RO0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0579_STAMPING: 2680 E 1965
 RO0579_MARK LOGO: MNHD  
 RO0579_PROJECTION: FLUSH
 RO0579_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0579+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 RO0579
 RO0579  HISTORY     - Date     Condition        Report By
 RO0579  HISTORY     - 1965     MONUMENTED       MNHD
 RO0579  HISTORY     - 1967     GOOD             MNDT
 RO0579  HISTORY     - 20040726 GOOD             MNDT
 RO0579  HISTORY     - 20040726 GOOD             MNDT
 RO0579  HISTORY     - 20041115 GOOD             MNDT
 RO0579  HISTORY     - 20050111 GOOD             MNDT
 RO0579
 RO0579                          STATION DESCRIPTION
 RO0579
 RO0579'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0579'3.0 MI S FROM ASHBY.
 RO0579'MARK IS LOCATED IN THE NW 1/4, SECTION 28, T130N, R41W, ABOUT 1.0 MILE
 RO0579'WEST OF COUNTY ROAD 10, T.H. 78 AND F.A.I. 94 INTERCHANGE ABOUT 3.0
 RO0579'MILES SOUTH OF ASHBY.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 RO0579'DISK, STAMPED 2680 E 1965, SET IN A PRE-CAST CONCRETE MONUMENT. MARK
 RO0579'IS 98 FEET WEST OF THE CENTERLINE OF THE EASTBOUND F.A.I. 94 (STA.
 RO0579'2158+02), ABOUT 250 FEET NORTHWEST OF THE ASHBY EXIT SIGN 2.0 FEET
 RO0579'EAST OF THE R/W FENCE AND STEEL WITNESS POST, 400 FEET WEST OF MILE
 RO0579'POST 76 AND PROJECTING 3 INCHES ABOVE GROUND.
 RO0579
 RO0579                          STATION RECOVERY (2004)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0579'3.0 MILES SOUTH OF ASHBY, 1.10 MILES NORTHWEST ALONG INTERSTATE
 RO0579'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94
 RO0579'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 STATION 2158+02,
 RO0579'AT INTERSTATE HIGHWAY 94 MILEPOINT 75.9, 98 FEET WEST OF EASTBOUND
 RO0579'INTERSTATE HIGHWAY 94, 250 FEET NORTHWEST OF ASHBY EXIT SIGN, 400 FEET
 RO0579'WEST OF MILEPOST 76, 2.0 FEET EAST OF RIGHT OF WAY FENCE AND WITNESS
 RO0579'POST.
 RO0579
 RO0579                          STATION RECOVERY (2004)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JE)
 RO0579'3.0 MILES SOUTH OF ASHBY, 1.10 MILES NORTHWEST ALONG INTERSTATE
 RO0579'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94
 RO0579'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 STATION 2158+02,
 RO0579'AT INTERSTATE HIGHWAY 94 MILEPOINT 75.9, 98 FEET WEST OF EASTBOUND
 RO0579'INTERSTATE HIGHWAY 94, 250 FEET NORTHWEST OF ASHBY EXIT SIGN, 400 FEET
 RO0579'WEST OF MILEPOST 76, 2.0 FEET EAST OF RIGHT OF WAY FENCE AND WITNESS
 RO0579'POST.
 RO0579
 RO0579                          STATION RECOVERY (2004)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 RO0579'3.0 MILES SOUTH OF ASHBY, 1.10 MILES NORTHWEST ALONG INTERSTATE
 RO0579'HIGHWAY 94 FROM JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94
 RO0579'(3.7 MILES SOUTH OF ASHBY), AT INTERSTATE HIGHWAY 94 STATION 2158+02,
 RO0579'AT INTERSTATE HIGHWAY 94 MILEPOINT 75.9, 98 FEET WEST OF EASTBOUND
 RO0579'INTERSTATE HIGHWAY 94, 250 FEET NORTHWEST OF ASHBY EXIT SIGN, 400 FEET
 RO0579'WEST OF MILEPOST 76, 2.0 FEET EAST OF RIGHT OF WAY FENCE AND WITNESS
 RO0579'POST.
 RO0579
 RO0579                          STATION RECOVERY (2005)
 RO0579
 RO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0579'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0578 ***********************************************************************
 RO0578  DESIGNATION -  2680 F
 RO0578  PID         -  RO0578
 RO0578  STATE/COUNTY-  MN/GRANT
 RO0578  COUNTRY     -  US
 RO0578  USGS QUAD   -  ASHBY (1973)
 RO0578
 RO0578                         *CURRENT SURVEY CONTROL
 RO0578  ______________________________________________________________________
 RO0578* NAD 83(1986) POSITION- 46 02 07.73   (N) 095 49 55.28   (W)   HD_HELD1  
 RO0578* NAVD 88 ORTHO HEIGHT -   393.998  (meters)    1292.64  (feet) ADJUSTED  
 RO0578  ______________________________________________________________________
 RO0578  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 RO0578  DYNAMIC HEIGHT  -        393.995 (meters)     1292.63  (feet) COMP
 RO0578  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 RO0578
 RO0578  VERT ORDER      -  SECOND    CLASS I
 RO0578
 RO0578.The horizontal coordinates were established by differentially corrected
 RO0578.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0578.
 RO0578.The orthometric height was determined by differential leveling and
 RO0578.adjusted in June 1991.
 RO0578
 RO0578.Photographs are available for this station.
 RO0578
 RO0578.The dynamic height is computed by dividing the NAVD 88
 RO0578.geopotential number by the normal gravity value computed on the
 RO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0578.degrees latitude (g = 980.6199 gals.).
 RO0578
 RO0578.The modeled gravity was interpolated from observed gravity values.
 RO0578
 RO0578;                    North         East    Units  Estimated Accuracy
 RO0578;SPC MN C     -   216,312.4     677,545.7     MT  (+/- 3 meters HH1 GPS) 
 RO0578
 RO0578                          SUPERSEDED SURVEY CONTROL
 RO0578
 RO0578  NGVD 29 (??/??/92)  393.799  (m)         1291.99   (f) ADJ UNCH    2 0
 RO0578
 RO0578.Superseded values are not recommended for survey control.
 RO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0578.See file dsdata.txt to determine how the superseded data were derived.
 RO0578
 RO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8085301889(NAD 83)
 RO0578
 RO0578_MARKER: DB = BENCH MARK DISK
 RO0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0578_SP_SET: BRIDGE ABUTMENT
 RO0578_STAMPING: 2680 F 1965
 RO0578_MARK LOGO: MNHD  
 RO0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0578+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 RO0578
 RO0578  HISTORY     - Date     Condition        Report By
 RO0578  HISTORY     - 1965     MONUMENTED       MNDT
 RO0578  HISTORY     - 1967     GOOD             MNDT
 RO0578  HISTORY     - 20050110 GOOD             MNDT
 RO0578
 RO0578                          STATION DESCRIPTION
 RO0578
 RO0578'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0578'4.0 MI S FROM ASHBY.
 RO0578'MARK IS LOCATED IN THE SE 1/4, SECTION 27, T130N, R41W.  ABOUT 4.0
 RO0578'MILES SOUTH OF ASHBY AT COUNTY ROAD 10, CO. RD. 54 AND F.A.I. 94
 RO0578'INTERCHANGE.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK,
 RO0578'STAMPED 2680 F 1965, SET IN THE SOUTHEAST CORNER ABUTMENT OF BRIDGE
 RO0578'(NO. 26802).
 RO0578
 RO0578                          STATION RECOVERY (2005)
 RO0578
 RO0578'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 RO0578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0577 ***********************************************************************
 RO0577  DESIGNATION -  2680 G
 RO0577  PID         -  RO0577
 RO0577  STATE/COUNTY-  MN/GRANT
 RO0577  COUNTRY     -  US
 RO0577  USGS QUAD   -  ASHBY (1973)
 RO0577
 RO0577                         *CURRENT SURVEY CONTROL
 RO0577  ______________________________________________________________________
 RO0577* NAD 83(1986) POSITION- 46 01 34.06   (N) 095 48 40.45   (W)   HD_HELD1  
 RO0577* NAVD 88 ORTHO HEIGHT -   387.289  (meters)    1270.63  (feet) ADJUSTED  
 RO0577  ______________________________________________________________________
 RO0577  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 RO0577  DYNAMIC HEIGHT  -        387.285 (meters)     1270.62  (feet) COMP
 RO0577  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 RO0577
 RO0577  VERT ORDER      -  SECOND    CLASS I
 RO0577
 RO0577.The horizontal coordinates were established by differentially corrected
 RO0577.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0577.
 RO0577.The orthometric height was determined by differential leveling and
 RO0577.adjusted in June 1991.
 RO0577
 RO0577.Photographs are available for this station.
 RO0577
 RO0577.The dynamic height is computed by dividing the NAVD 88
 RO0577.geopotential number by the normal gravity value computed on the
 RO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0577.degrees latitude (g = 980.6199 gals.).
 RO0577
 RO0577.The modeled gravity was interpolated from observed gravity values.
 RO0577
 RO0577;                    North         East    Units  Estimated Accuracy
 RO0577;SPC MN C     -   215,241.2     679,133.9     MT  (+/- 3 meters HH1 GPS) 
 RO0577
 RO0577                          SUPERSEDED SURVEY CONTROL
 RO0577
 RO0577  NGVD 29 (??/??/92)  387.091  (m)         1269.98   (f) ADJ UNCH    2 0
 RO0577
 RO0577.Superseded values are not recommended for survey control.
 RO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0577.See file dsdata.txt to determine how the superseded data were derived.
 RO0577
 RO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8242400793(NAD 83)
 RO0577
 RO0577_MARKER: DB = BENCH MARK DISK
 RO0577_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RO0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0577_STAMPING: 2680 G 1965
 RO0577_MARK LOGO: MNHD  
 RO0577_PROJECTION: RECESSED 8 CENTIMETERS
 RO0577_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0577+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 RO0577
 RO0577  HISTORY     - Date     Condition        Report By
 RO0577  HISTORY     - 1965     MONUMENTED       MNHD
 RO0577  HISTORY     - 1967     GOOD             MNDT
 RO0577  HISTORY     - 20050111 GOOD             MNDT
 RO0577
 RO0577                          STATION DESCRIPTION
 RO0577
 RO0577'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0577'4.8 MI S FROM ASHBY.
 RO0577'MARK IS LOCATED 0.5 MILES SOUTH OF PELICAN LAKE, 1.0 MILES EAST OF
 RO0577'COUNTY ROAD 10, 98 FEET SOUTHWEST OF FAI 94 EAST BOUND CENTERLINE
 RO0577'STATION 2285+50, 40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 54
 RO0577'(DEADEND) NEAR A STEEL WITNESS POST IN THE TOP OF A PRE-CAST MONUMENT.
 RO0577'SW 1/4 SECTION 25, T 130N, R 41W.
 RO0577
 RO0577                          STATION RECOVERY (2005)
 RO0577
 RO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 RO0577'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) SOUTH OF ASHBY AND 2.4 MI
 RO0577'(3.9 KM) NORTH OF ERDAHL AND 0.5 MI (0.8 KM) SOUTH OF PELICAN LAKE.
 RO0577' 
 RO0577'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY 78, GO
 RO0577'1.10 MI (1.8 KM) SOUTHEAST ALONG I-94 TO MILE POINT 78.30.
 RO0577' 
 RO0577'THE MARK IS FOUND 98 FT (29.9 M) SOUTHWEST OF EASTBOUND I-94, 40 FT
 RO0577'(12.2 M) EAST OF COUNTY ROAD 54 (DEAD-END), 2.0 FT (0.6 M) NORTHEAST
 RO0577'OF A FENCE LINE AND 1.2 FT (0.4 M) (0.4 M) NORTHEAST OF A WITNESS
 RO0577'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0575 ***********************************************************************
 RO0575  DESIGNATION -  2680 H
 RO0575  PID         -  RO0575
 RO0575  STATE/COUNTY-  MN/GRANT
 RO0575  COUNTRY     -  US
 RO0575  USGS QUAD   -  ASHBY (1973)
 RO0575
 RO0575                         *CURRENT SURVEY CONTROL
 RO0575  ______________________________________________________________________
 RO0575* NAD 83(1986) POSITION- 46 01 04.0    (N) 095 47 28.1    (W)   HD_HELD1  
 RO0575* NAVD 88 ORTHO HEIGHT -   397.803  (meters)    1305.13  (feet) ADJUSTED  
 RO0575  ______________________________________________________________________
 RO0575  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 RO0575  DYNAMIC HEIGHT  -        397.798 (meters)     1305.11  (feet) COMP
 RO0575  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 RO0575
 RO0575  VERT ORDER      -  SECOND    CLASS I
 RO0575
 RO0575.The horizontal coordinates were established by differentially corrected
 RO0575.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RO0575.
 RO0575.The orthometric height was determined by differential leveling and
 RO0575.adjusted in June 1991.
 RO0575
 RO0575.Photographs are available for this station.
 RO0575
 RO0575.The dynamic height is computed by dividing the NAVD 88
 RO0575.geopotential number by the normal gravity value computed on the
 RO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0575.degrees latitude (g = 980.6199 gals.).
 RO0575
 RO0575.The modeled gravity was interpolated from observed gravity values.
 RO0575
 RO0575;                    North         East    Units  Estimated Accuracy
 RO0575;SPC MN C     -   214,282.8     680,671.6     MT  (+/- 3 meters HH1 GPS) 
 RO0575
 RO0575                          SUPERSEDED SURVEY CONTROL
 RO0575
 RO0575  NGVD 29 (??/??/92)  397.606  (m)         1304.48   (f) ADJ UNCH    2 0
 RO0575
 RO0575.Superseded values are not recommended for survey control.
 RO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0575.See file dsdata.txt to determine how the superseded data were derived.
 RO0575
 RO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8394799810(NAD 83)
 RO0575
 RO0575_MARKER: DB = BENCH MARK DISK
 RO0575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RO0575_STAMPING: 2680 H 1965
 RO0575_MARK LOGO: MNHD  
 RO0575_PROJECTION: RECESSED 8 CENTIMETERS
 RO0575_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RO0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0575+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 RO0575
 RO0575  HISTORY     - Date     Condition        Report By
 RO0575  HISTORY     - 1965     MONUMENTED       MNHD
 RO0575  HISTORY     - 1967     GOOD             MNDT
 RO0575  HISTORY     - 20050110 GOOD             MNDT
 RO0575
 RO0575                          STATION DESCRIPTION
 RO0575
 RO0575'DESCRIBED BY MN DEPT OF TRANSP 1967
 RO0575'6.0 MI S FROM ASHBY.
 RO0575'MARK IS LOCATED 1.1 MILES WEST OF COUNTY ROAD 19 BRIDGE OVER FAI 94,
 RO0575'ABOUT 200 FEET WEST OF A DEAD END COUNTY ROAD, 97 FEET SOUTHWEST OF
 RO0575'FAI 94 EASTBOUND CENTERLINE STATION 2345+00, NEAR A STEEL WITNESS
 RO0575'POST, IN THE TOP OF A PRECAST CONCRETE MONUMENT.  NE 1/4 SECTION 2, T
 RO0575'129N, R 41W.
 RO0575
 RO0575                          STATION RECOVERY (2005)
 RO0575
 RO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 RO0575'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF EVANSVILLE AND 2.2
 RO0575'MI (3.5 KM) NORTHEAST OF ERDAHL.
 RO0575' 
 RO0575'TO REACH THE MARK FROM THE JUNCTION OF I-94 AND TRUNK HIGHWAY 78, GO
 RO0575'2.2 MI (3.5 KM) SOUTHEAST ALONG I-94 TO I-94 MILE POINT 81.30, OR 1.1
 RO0575'MI (1.8 KM) WEST OF THE COUNTY ROAD 19 BRIDGE OVER I-94.
 RO0575' 
 RO0575'THE MARK IS FOUND 200 FT (61.0 M) WEST OF A DEAD-END COUNTY ROAD, 97
 RO0575'FT (29.6 M) SOUTHWEST OF THE EASTBOUND I94 AND 0.7 FT (21 CM)
 RO0575'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9882 ***********************************************************************
 DG9882  DESIGNATION -  2680 J
 DG9882  PID         -  DG9882
 DG9882  STATE/COUNTY-  MN/GRANT
 DG9882  COUNTRY     -  US
 DG9882  USGS QUAD   -  ASHBY (1973)
 DG9882
 DG9882                         *CURRENT SURVEY CONTROL
 DG9882  ______________________________________________________________________
 DG9882* NAD 83(2007) POSITION- 46 01 50.26414(N) 095 49 16.90279(W)   ADJUSTED  
 DG9882* NAD 83(2007) ELLIP HT-   360.972 (meters)        (02/10/07)   ADJUSTED
 DG9882* NAD 83(2007) EPOCH   -  2002.00
 DG9882* NAVD 88 ORTHO HEIGHT -   387.376  (meters)    1270.92  (feet) ADJUSTED  
 DG9882  ______________________________________________________________________
 DG9882  NAD 83(2007) X  -   -449,943.419 (meters)                     COMP
 DG9882  NAD 83(2007) Y  - -4,413,243.883 (meters)                     COMP
 DG9882  NAD 83(2007) Z  -  4,567,871.615 (meters)                     COMP
 DG9882  LAPLACE CORR    -          0.65  (seconds)                    DEFLEC09
 DG9882  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DG9882  DYNAMIC HEIGHT  -        387.373 (meters)     1270.91  (feet) COMP
 DG9882  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 DG9882
 DG9882  VERT ORDER      -  SECOND    CLASS I
 DG9882
 DG9882  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9882  Type                                         Horiz  Ellip  Dist(km)
 DG9882  -------------------------------------------------------------------
 DG9882  NETWORK                                       0.61   0.57
 DG9882  -------------------------------------------------------------------
 DG9882  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.32   0.22      2.26
 DG9882  -------------------------------------------------------------------
 DG9882  NOTE: Click here for information on individual local accuracy
 DG9882  values and other accuracy information.
 DG9882
 DG9882
 DG9882.The horizontal coordinates were established by GPS observations
 DG9882.and adjusted by the National Geodetic Survey in February 2007.
 DG9882
 DG9882.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9882.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9882
 DG9882.The horizontal coordinates are valid at the epoch date displayed above
 DG9882.which is a decimal equivalence of Year/Month/Day.
 DG9882
 DG9882.The orthometric height was determined by differential leveling and
 DG9882.adjusted in June 2011.
 DG9882
 DG9882.Photographs are available for this station.
 DG9882
 DG9882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9882
 DG9882.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9882
 DG9882.The ellipsoidal height was determined by GPS observations
 DG9882.and is referenced to NAD 83.
 DG9882
 DG9882.The dynamic height is computed by dividing the NAVD 88
 DG9882.geopotential number by the normal gravity value computed on the
 DG9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9882.degrees latitude (g = 980.6199 gals.).
 DG9882
 DG9882.The modeled gravity was interpolated from observed gravity values.
 DG9882
 DG9882. The following values were computed from the NAD 83(2007) position.
 DG9882
 DG9882;                    North         East     Units Scale Factor Converg.
 DG9882;SPC MN C     -   215,756.873   678,360.065   MT  0.99993605   -1 08 12.1
 DG9882;SPC MN C     -   707,862.34  2,225,586.31   sFT  0.99993605   -1 08 12.1
 DG9882;UTM  15      - 5,101,321.137   281,659.065   MT  1.00018609   -2 01 52.9
 DG9882
 DG9882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9882!SPC MN C     -   0.99994341  x   0.99993605  =   0.99987947
 DG9882!UTM  15      -   0.99994341  x   1.00018609  =   1.00012949
 DG9882
 DG9882                          SUPERSEDED SURVEY CONTROL
 DG9882
 DG9882  NAD 83(1996)-  46 01 50.26369(N)    095 49 16.90247(W) AD(       ) 1
 DG9882  ELLIP H (04/26/05)  360.984  (m)                       GP(       ) 3 2
 DG9882  NAVD 88 (04/26/05)  387.38   (m)         1270.9    (f) LEVELING    3  
 DG9882
 DG9882.Superseded values are not recommended for survey control.
 DG9882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9882.See file dsdata.txt to determine how the superseded data were derived.
 DG9882
 DG9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8165901321(NAD 83)
 DG9882
 DG9882_MARKER: DD = SURVEY DISK
 DG9882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9882_STAMPING: 2680 J 2004
 DG9882_MARK LOGO: MNDT  
 DG9882_PROJECTION: FLUSH
 DG9882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9882+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 DG9882_ROD/PIPE-DEPTH:  9.1 meters
 DG9882
 DG9882  HISTORY     - Date     Condition        Report By
 DG9882  HISTORY     - 2004     MONUMENTED       MNDT
 DG9882  HISTORY     - 20050110 GOOD             MNDT
 DG9882
 DG9882                          STATION DESCRIPTION
 DG9882
 DG9882'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG9882'4.5 MILES SOUTH OF ASHBY, 3.70 MILES SOUTH ALONG TRUNK HIGHWAY 78 FROM
 DG9882'THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY, TO THE
 DG9882'JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94, THEN 0.60
 DG9882'MILES SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94
 DG9882'MILEPOINT 77.70, 95.6 FEET SOUTHWEST OF EASTBOUND INTERSTATE HIGHWAY
 DG9882'94, 100.0 FEET SOUTHEAST OF FIBER OPTIC POST, 2.4 FEET NORTHEAST OF
 DG9882'FENCE LINE, 2.1 FEET NORTHWEST OF WITNESS POST.
 DG9882
 DG9882                          STATION RECOVERY (2005)
 DG9882
 DG9882'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 DG9882'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9883 ***********************************************************************
 DG9883  DESIGNATION -  2680 K
 DG9883  PID         -  DG9883
 DG9883  STATE/COUNTY-  MN/GRANT
 DG9883  COUNTRY     -  US
 DG9883  USGS QUAD   -  ASHBY (1973)
 DG9883
 DG9883                         *CURRENT SURVEY CONTROL
 DG9883  ______________________________________________________________________
 DG9883* NAD 83(2007) POSITION- 46 00 52.70167(N) 095 46 58.90598(W)   ADJUSTED  
 DG9883* NAD 83(2007) ELLIP HT-   378.150 (meters)        (02/10/07)   ADJUSTED
 DG9883* NAD 83(2007) EPOCH   -  2002.00
 DG9883* NAVD 88 ORTHO HEIGHT -   404.517  (meters)    1327.15  (feet) ADJUSTED  
 DG9883  ______________________________________________________________________
 DG9883  NAD 83(2007) X  -   -447,120.816 (meters)                     COMP
 DG9883  NAD 83(2007) Y  - -4,414,828.301 (meters)                     COMP
 DG9883  NAD 83(2007) Z  -  4,566,649.815 (meters)                     COMP
 DG9883  LAPLACE CORR    -          1.36  (seconds)                    DEFLEC09
 DG9883  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 DG9883  DYNAMIC HEIGHT  -        404.512 (meters)     1327.14  (feet) COMP
 DG9883  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DG9883
 DG9883  VERT ORDER      -  SECOND    CLASS I
 DG9883
 DG9883  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9883  Type                                         Horiz  Ellip  Dist(km)
 DG9883  -------------------------------------------------------------------
 DG9883  NETWORK                                       0.48   0.53
 DG9883  -------------------------------------------------------------------
 DG9883  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.38   0.27      2.81
 DG9883  -------------------------------------------------------------------
 DG9883  NOTE: Click here for information on individual local accuracy
 DG9883  values and other accuracy information.
 DG9883
 DG9883
 DG9883.The horizontal coordinates were established by GPS observations
 DG9883.and adjusted by the National Geodetic Survey in February 2007.
 DG9883
 DG9883.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9883.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9883
 DG9883.The horizontal coordinates are valid at the epoch date displayed above
 DG9883.which is a decimal equivalence of Year/Month/Day.
 DG9883
 DG9883.The orthometric height was determined by differential leveling and
 DG9883.adjusted in June 2011.
 DG9883
 DG9883.Photographs are available for this station.
 DG9883
 DG9883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9883
 DG9883.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9883
 DG9883.The ellipsoidal height was determined by GPS observations
 DG9883.and is referenced to NAD 83.
 DG9883
 DG9883.The dynamic height is computed by dividing the NAVD 88
 DG9883.geopotential number by the normal gravity value computed on the
 DG9883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9883.degrees latitude (g = 980.6199 gals.).
 DG9883
 DG9883.The modeled gravity was interpolated from observed gravity values.
 DG9883
 DG9883. The following values were computed from the NAD 83(2007) position.
 DG9883
 DG9883;                    North         East     Units Scale Factor Converg.
 DG9883;SPC MN C     -   213,921.897   681,292.629   MT  0.99993756   -1 06 32.3
 DG9883;SPC MN C     -   701,842.09  2,235,207.57   sFT  0.99993756   -1 06 32.3
 DG9883;UTM  15      - 5,099,440.152   284,563.328   MT  1.00017060   -2 00 11.5
 DG9883
 DG9883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9883!SPC MN C     -   0.99994072  x   0.99993756  =   0.99987829
 DG9883!UTM  15      -   0.99994072  x   1.00017060  =   1.00011131
 DG9883
 DG9883                          SUPERSEDED SURVEY CONTROL
 DG9883
 DG9883  NAD 83(1996)-  46 00 52.70123(N)    095 46 58.90564(W) AD(       ) 1
 DG9883  ELLIP H (04/26/05)  378.163  (m)                       GP(       ) 3 2
 DG9883  NAVD 88 (04/26/05)  404.52   (m)         1327.2    (f) LEVELING    3  
 DG9883
 DG9883.Superseded values are not recommended for survey control.
 DG9883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9883.See file dsdata.txt to determine how the superseded data were derived.
 DG9883
 DG9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8456399440(NAD 83)
 DG9883
 DG9883_MARKER: DD = SURVEY DISK
 DG9883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9883_STAMPING: 2680 K 2004
 DG9883_MARK LOGO: MNDT  
 DG9883_PROJECTION: FLUSH
 DG9883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9883+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2005
 DG9883_ROD/PIPE-DEPTH:  6.1 meters
 DG9883
 DG9883  HISTORY     - Date     Condition        Report By
 DG9883  HISTORY     - 2004     MONUMENTED       MNDT
 DG9883  HISTORY     - 20050105 GOOD             MNDT
 DG9883
 DG9883                          STATION DESCRIPTION
 DG9883
 DG9883'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG9883'6.0 MILES SOUTHEAST OF ASHBY, 3.70 MILES SOUTH ALONG TRUNK HIGHWAY 78
 DG9883'FROM THE JUNCTION OF TRUNK HIGHWAY 78 AND COUNTY ROAD 82 IN ASHBY, TO
 DG9883'THE JUNCTION OF TRUNK HIGHWAY 78 AND INTERSTATE HIGHWAY 94, THEN 2.80
 DG9883'MILES SOUTHEAST ON INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94
 DG9883'MILEPOINT 79.90, 95.0 FEET SOUTHWEST OF EASTBOUND INTERSTATE HIGHWAY
 DG9883'94, 3.0 FEET NORTHEAST OF FENCE LINE, 2.4 FEET NORTHWEST OF WITNESS
 DG9883'POST.
 DG9883
 DG9883                          STATION RECOVERY (2005)
 DG9883
 DG9883'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 DG9883'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0619 ***********************************************************************
 QO0619  DESIGNATION -  269/3
 QO0619  PID         -  QO0619
 QO0619  STATE/COUNTY-  MN/HENNEPIN
 QO0619  COUNTRY     -  US
 QO0619  USGS QUAD   -  COON RAPIDS (1993)
 QO0619
 QO0619                         *CURRENT SURVEY CONTROL
 QO0619  ______________________________________________________________________
 QO0619* NAD 83(1986) POSITION- 45 08 46.     (N) 093 18 34.     (W)   SCALED    
 QO0619* NAVD 88 ORTHO HEIGHT -   257.337  (meters)     844.28  (feet) ADJUSTED  
 QO0619  ______________________________________________________________________
 QO0619  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 QO0619  DYNAMIC HEIGHT  -        257.330 (meters)      844.26  (feet) COMP
 QO0619  MODELED GRAVITY -    980,580.3   (mgal)                       NAVD 88
 QO0619
 QO0619  VERT ORDER      -  SECOND    CLASS 0
 QO0619
 QO0619.The horizontal coordinates were scaled from a topographic map and have
 QO0619.an estimated accuracy of +/- 6 seconds.
 QO0619.
 QO0619.The orthometric height was determined by differential leveling and
 QO0619.adjusted in June 1991.
 QO0619
 QO0619.The dynamic height is computed by dividing the NAVD 88
 QO0619.geopotential number by the normal gravity value computed on the
 QO0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0619.degrees latitude (g = 980.6199 gals.).
 QO0619
 QO0619.The modeled gravity was interpolated from observed gravity values.
 QO0619
 QO0619;                    North         East    Units  Estimated Accuracy
 QO0619;SPC MN S     -   338,690.      854,310.      MT  (+/- 180 meters Scaled)
 QO0619
 QO0619                          SUPERSEDED SURVEY CONTROL
 QO0619
 QO0619  NGVD 29 (??/??/92)  257.27   (m)          844.1    (f) COMPUTED    2 0
 QO0619
 QO0619.Superseded values are not recommended for survey control.
 QO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0619.See file dsdata.txt to determine how the superseded data were derived.
 QO0619
 QO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756992(NAD 83)
 QO0619
 QO0619_MARKER: P = PIPE CAP
 QO0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0619_STAMPING: M.R.C. 1898
 QO0619_MARK LOGO: MRC   
 QO0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0619
 QO0619  HISTORY     - Date     Condition        Report By
 QO0619  HISTORY     - 1898     MONUMENTED       DOD
 QO0619  HISTORY     - 1969     GOOD             MNDT
 QO0619  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO0619
 QO0619                          STATION DESCRIPTION
 QO0619
 QO0619'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0619'IN COON RAPIDS.
 QO0619'.1 MILE NORTH OF THE CENTER OF THE SOUTHWEST 1/4 SEC. 2 T119N R 21 W
 QO0619'APPROX. 500 FT. N.W. OF THE COON RAPIDS DAM ON THE MISSISSIPPI RIVER
 QO0619'N.E. OF AN N.S.P. SUB STATION AT THE TOP OF THE WEST BANK OF RIVER 30
 QO0619'FT. EAST OF AN OLD FENCE 40 FT. N. OF A 3 IN. BIRCH 85 FT. N. OF A 10
 QO0619'IN. COTTENWOOD 4 FT. SOUTHEAST OF A 3 FT. BOULDER PROJECTING 8 IN.
 QO0619'ABOVE THE GROUND.
 QO0619
 QO0619                          STATION RECOVERY (2007)
 QO0619
 QO0619'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0619'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0288 ***********************************************************************
 QO0288  DESIGNATION -  27 A RESET
 QO0288  PID         -  QO0288
 QO0288  STATE/COUNTY-  MN/CHISAGO
 QO0288  COUNTRY     -  US
 QO0288  USGS QUAD   -  NORTH BRANCH (1983)
 QO0288
 QO0288                         *CURRENT SURVEY CONTROL
 QO0288  ______________________________________________________________________
 QO0288* NAD 83(1986) POSITION- 45 30 33.98   (N) 092 58 49.67   (W)   HD_HELD1  
 QO0288* NAVD 88 ORTHO HEIGHT -   273.166  (meters)     896.21  (feet) ADJUSTED  
 QO0288  ______________________________________________________________________
 QO0288  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO0288  DYNAMIC HEIGHT  -        273.157 (meters)      896.18  (feet) COMP
 QO0288  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 QO0288
 QO0288  VERT ORDER      -  SECOND    CLASS 0
 QO0288
 QO0288.The horizontal coordinates were established by differentially corrected
 QO0288.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0288.
 QO0288.The orthometric height was determined by differential leveling and
 QO0288.adjusted in June 1991.
 QO0288
 QO0288.Photographs are available for this station.
 QO0288
 QO0288.The dynamic height is computed by dividing the NAVD 88
 QO0288.geopotential number by the normal gravity value computed on the
 QO0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0288.degrees latitude (g = 980.6199 gals.).
 QO0288
 QO0288.The modeled gravity was interpolated from observed gravity values.
 QO0288
 QO0288;                    North         East    Units  Estimated Accuracy
 QO0288;SPC MN C     -   157,418.2     899,206.1     MT  (+/- 3 meters HH1 GPS) 
 QO0288
 QO0288                          SUPERSEDED SURVEY CONTROL
 QO0288
 QO0288.No superseded survey control is available for this station.
 QO0288
 QO0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0152639545(NAD 83)
 QO0288
 QO0288_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0288_STAMPING: UNSTAMPED
 QO0288_MARK LOGO: MRC   
 QO0288_PROJECTION: PROJECTING 20 CENTIMETERS
 QO0288_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0288+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0288
 QO0288  HISTORY     - Date     Condition        Report By
 QO0288  HISTORY     - 1966     MONUMENTED       MRC
 QO0288  HISTORY     - 1975     GOOD             MNDT
 QO0288  HISTORY     - 20070612 POOR             MNDT
 QO0288
 QO0288                          STATION DESCRIPTION
 QO0288
 QO0288'DESCRIBED BY MN DEPT OF TRANSP 1975
 QO0288'IN NORTH BRANCH.
 QO0288'IT IS LOCATED ABOUT 2 BLOCKS SOUTH ALONG COUNTY ROAD 30 FROM THE
 QO0288'JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY 95 AT NORTH BRANCH.  IT
 QO0288'IS 45.0 FEET WEST OF THE CENTER OF COUNTY ROAD 30, 47.0 FEET NORTH OF
 QO0288'THE EXTENDED CENTER OF OAK STREET, 42.0 FEET EAST OF AND ABOUT 2 FEET
 QO0288'LOWER THAN THE EAST RAIL OF BURLINGTON NORTHERN RAILROAD, 50.3 FEET
 QO0288'NORTHEAST OF A WHISTLE POST AND 134.0 FEET SOUTH OF A 30 INCH OAK
 QO0288'TREE.  IT IS A STANDARD MRC CAP ON A 4 INCH IRON PIPE.  NE 1/4, SEC
 QO0288'20, T35N, R 21W.
 QO0288
 QO0288                          STATION RECOVERY (2007)
 QO0288
 QO0288'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0288'AT NORTH BRANCH, 2 BLOCKS SOUTH ALONG COUNTY ROAD 30 FROM THE JUNCTION
 QO0288'OFCOUNTY ROAD 30 AND TRUNK HIGHWAY 95 AT NORTH BRANCH, 45 FEET WEST OF
 QO0288'COUNTY ROAD 30, 47 FEET NORTH OF OAK STREET EXTENDED, 42 FEET EAST OF
 QO0288'BIKE PATH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0287 ***********************************************************************
 QO0287  DESIGNATION -  27 BOLT
 QO0287  PID         -  QO0287
 QO0287  STATE/COUNTY-  MN/CHISAGO
 QO0287  COUNTRY     -  US
 QO0287  USGS QUAD   -  NORTH BRANCH (1983)
 QO0287
 QO0287                         *CURRENT SURVEY CONTROL
 QO0287  ______________________________________________________________________
 QO0287* NAD 83(1986) POSITION- 45 30 33.98   (N) 092 58 49.67   (W)   HD_HELD1  
 QO0287* NAVD 88 ORTHO HEIGHT -   271.934  (meters)     892.17  (feet) ADJUSTED  
 QO0287  ______________________________________________________________________
 QO0287  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO0287  DYNAMIC HEIGHT  -        271.925 (meters)      892.14  (feet) COMP
 QO0287  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 QO0287
 QO0287  VERT ORDER      -  SECOND    CLASS 0
 QO0287
 QO0287.The horizontal coordinates were established by differentially corrected
 QO0287.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0287.
 QO0287.The orthometric height was determined by differential leveling and
 QO0287.adjusted in June 1991.
 QO0287
 QO0287.WARNING-Repeat measurements at this control monument indicate possible
 QO0287.vertical movement.
 QO0287
 QO0287.The dynamic height is computed by dividing the NAVD 88
 QO0287.geopotential number by the normal gravity value computed on the
 QO0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0287.degrees latitude (g = 980.6199 gals.).
 QO0287
 QO0287.The modeled gravity was interpolated from observed gravity values.
 QO0287
 QO0287;                    North         East    Units  Estimated Accuracy
 QO0287;SPC MN C     -   157,418.2     899,206.1     MT  (+/- 3 meters HH1 GPS) 
 QO0287
 QO0287                          SUPERSEDED SURVEY CONTROL
 QO0287
 QO0287  NGVD 29 (??/??/92)  271.882  (m)          892.00   (f) ADJ UNCH    2 0
 QO0287
 QO0287.Superseded values are not recommended for survey control.
 QO0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0287.See file dsdata.txt to determine how the superseded data were derived.
 QO0287
 QO0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0152639545(NAD 83)
 QO0287
 QO0287_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0287_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0287_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0287_STAMPING: UNSTAMPED
 QO0287_MARK LOGO: MRC   
 QO0287_PROJECTION: RECESSED 122 CENTIMETERS
 QO0287_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0287+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2007
 QO0287
 QO0287  HISTORY     - Date     Condition        Report By
 QO0287  HISTORY     - 1966     MONUMENTED       MRC
 QO0287  HISTORY     - 1966     GOOD             MNDT
 QO0287  HISTORY     - 20070612 POOR             MNDT
 QO0287
 QO0287                          STATION DESCRIPTION
 QO0287
 QO0287'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0287'IN NORTH BRANCH.
 QO0287'AT NORTH BRANCH, CHISAGO COUNTY, 45 FEET NORTH OF THE CENTERLINE OF
 QO0287'OAK STREET EXTENDED WEST, ABOUT 700 FEET SOUTH ALONG THE NORTHERN
 QO0287'PACIFIC RAILWAY FROM THE STATION, ABOUT 275 FT SOUTH OF SIGNAL 406, 43
 QO0287'FEET EAST OF THE EAST RAIL, 44 FEET WEST OF THE CENTERLINE OF U.S.
 QO0287'HIGHWAY 61, AND 17 1/2 FEET EAST OF THE NORTHEAST CORNER OF A STORAGE
 QO0287'HOUSE, 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE TOP OF A COPPER
 QO0287'BOLT LEADED IN TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QO0287'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QO0287'STANDARD CAP AND PROJECTING ABOUT 10 INCHES ABOVE GROUND.  NOTE--
 QO0287'UNDERGROUND MARK SEEMED TO APPEAR TO BE LOOSE.
 QO0287
 QO0287                          STATION RECOVERY (2007)
 QO0287
 QO0287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0287'AT NORTH BRANCH, 2 BLOCKS SOUTH ALONG COUNTY ROAD 30 FROM THE JUNCTION
 QO0287'OFCOUNTY ROAD 30 AND TRUNK HIGHWAY 95 AT NORTH BRANCH, 45 FEET WEST OF
 QO0287'COUNTY ROAD 30, 47 FEET NORTH OF OAK STREET EXTENDED, 42 FEET EAST OF
 QO0287'BIKE PATH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9862 ***********************************************************************
 AH9862  DESIGNATION -  27 CER
 AH9862  PID         -  AH9862
 AH9862  STATE/COUNTY-  MN/MAHNOMEN
 AH9862  COUNTRY     -  US
 AH9862  USGS QUAD   -  ROY LAKE (1969)
 AH9862
 AH9862                         *CURRENT SURVEY CONTROL
 AH9862  ______________________________________________________________________
 AH9862* NAD 83(1986) POSITION- 47 19 32.     (N) 095 33 05.     (W)   SCALED    
 AH9862* NAVD 88 ORTHO HEIGHT -   459.387  (meters)    1507.17  (feet) ADJUSTED  
 AH9862  ______________________________________________________________________
 AH9862  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 AH9862  DYNAMIC HEIGHT  -        459.422 (meters)     1507.29  (feet) COMP
 AH9862  MODELED GRAVITY -    980,673.9   (mgal)                       NAVD 88
 AH9862
 AH9862  VERT ORDER      -  SECOND    CLASS I
 AH9862
 AH9862.The horizontal coordinates were scaled from a topographic map and have
 AH9862.an estimated accuracy of +/- 6 seconds.
 AH9862.
 AH9862.The orthometric height was determined by differential leveling and
 AH9862.adjusted in June 2004.
 AH9862
 AH9862.The dynamic height is computed by dividing the NAVD 88
 AH9862.geopotential number by the normal gravity value computed on the
 AH9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9862.degrees latitude (g = 980.6199 gals.).
 AH9862
 AH9862.The modeled gravity was interpolated from observed gravity values.
 AH9862
 AH9862;                    North         East    Units  Estimated Accuracy
 AH9862;SPC MN N     -   194,720.      614,730.      MT  (+/- 180 meters Scaled)
 AH9862
 AH9862                          SUPERSEDED SURVEY CONTROL
 AH9862
 AH9862.No superseded survey control is available for this station.
 AH9862
 AH9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN072444(NAD 83)
 AH9862
 AH9862_MARKER: DB = BENCH MARK DISK
 AH9862_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9862_STAMPING: 27 CER 1967
 AH9862_MARK LOGO: USGS  
 AH9862_PROJECTION: FLUSH
 AH9862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9862+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1992
 AH9862_ROD/PIPE-DEPTH:  4.6 meters
 AH9862
 AH9862  HISTORY     - Date     Condition        Report By
 AH9862  HISTORY     - 1967     MONUMENTED       USGS
 AH9862  HISTORY     - 19920812 GOOD             MNDT
 AH9862
 AH9862                          STATION DESCRIPTION
 AH9862
 AH9862'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9862'ROY LAKE, CLEARWATER AND MAHNOMEN CO., T. 144 N., RS. 38 AND 39 W.,
 AH9862'NEAR COR. SECS. 1, 6, 31 AND 36, 47 FT (14.3 M) NORTH, 48 FT (14.6 M)
 AH9862'WEST OF AND 0.7 FT. HIGHER THAN T-RD. NORTH, 9 FT (2.7 M) NORTH, OF A
 AH9862'SPRUCE TREE, A STANDARD TABLET SET ON TOP OF A 1/2 IN. COPPER COATED
 AH9862'STEEL ROD DRIVEN 15 FT (4.6 M) IN GROUND AND STAMPED 27 CER 1967.
 AH9862
 AH9862                          STATION RECOVERY (1992)
 AH9862
 AH9862'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9862'IN ROY LAKE, AT TH 200 MP 66.2, 47 FT (14.3 M) NORTH OF TH 200, 48 FT
 AH9862'(14.6 M) WEST OF CO RD 7, 13.7 FT (4.2 M) NNE OF R/W POST, AND 10.7 FT
 AH9862'(3.3 M) SW OF TEL PEDESTAL NO 100-113. ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4860 ***********************************************************************
 DM4860  DESIGNATION -  27 CWH
 DM4860  PID         -  DM4860
 DM4860  STATE/COUNTY-  MN/CASS
 DM4860  COUNTRY     -  US
 DM4860  USGS QUAD   -  BUNGO CREEK (1970)
 DM4860
 DM4860                         *CURRENT SURVEY CONTROL
 DM4860  ______________________________________________________________________
 DM4860* NAD 83(2007) POSITION- 46 39 36.89251(N) 094 34 39.65489(W)   ADJUSTED  
 DM4860* NAD 83(2007) ELLIP HT-   406.672 (meters)        (07/18/11)   ADJUSTED
 DM4860* NAD 83(2007) EPOCH   -  2002.00
 DM4860* NAVD 88 ORTHO HEIGHT -   434.242  (meters)    1424.68  (feet) ADJUSTED  
 DM4860  ______________________________________________________________________
 DM4860  NAD 83(2007) X  -   -350,010.644 (meters)                     COMP
 DM4860  NAD 83(2007) Y  - -4,371,523.473 (meters)                     COMP
 DM4860  NAD 83(2007) Z  -  4,616,220.145 (meters)                     COMP
 DM4860  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC09
 DM4860  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DM4860  DYNAMIC HEIGHT  -        434.257 (meters)     1424.72  (feet) COMP
 DM4860  MODELED GRAVITY -    980,634.8   (mgal)                       NAVD 88
 DM4860
 DM4860  HORZ ORDER      -  FIRST
 DM4860  VERT ORDER      -  SECOND    CLASS I
 DM4860  ELLP ORDER      -  FOURTH    CLASS I
 DM4860
 DM4860.The horizontal coordinates were established by GPS observations
 DM4860.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM4860
 DM4860.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4860.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4860
 DM4860.The horizontal coordinates are valid at the epoch date displayed above
 DM4860.which is a decimal equivalence of Year/Month/Day.
 DM4860
 DM4860.The orthometric height was determined by differential leveling and
 DM4860.adjusted in February 2011.
 DM4860
 DM4860.Photographs are available for this station.
 DM4860
 DM4860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4860
 DM4860.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4860
 DM4860.The ellipsoidal height was determined by GPS observations
 DM4860.and is referenced to NAD 83.
 DM4860
 DM4860.The dynamic height is computed by dividing the NAVD 88
 DM4860.geopotential number by the normal gravity value computed on the
 DM4860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4860.degrees latitude (g = 980.6199 gals.).
 DM4860
 DM4860.The modeled gravity was interpolated from observed gravity values.
 DM4860
 DM4860. The following values were computed from the NAD 83(2007) position.
 DM4860
 DM4860;                    North         East     Units Scale Factor Converg.
 DM4860;SPC MN C     -   284,584.212   774,921.908   MT  0.99993812   -0 14 13.3
 DM4860;SPC MN C     -   933,673.37  2,542,389.63   sFT  0.99993812   -0 14 13.3
 DM4860;UTM  15      - 5,168,618.592   379,298.483   MT  0.99977907   -1 08 51.3
 DM4860
 DM4860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4860!SPC MN C     -   0.99993626  x   0.99993812  =   0.99987438
 DM4860!UTM  15      -   0.99993626  x   0.99977907  =   0.99971534
 DM4860
 DM4860                          SUPERSEDED SURVEY CONTROL
 DM4860
 DM4860  NAVD 88 (07/18/11)  434.24   (m)         1424.7    (f) LEVELING    3  
 DM4860
 DM4860.Superseded values are not recommended for survey control.
 DM4860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4860.See file dsdata.txt to determine how the superseded data were derived.
 DM4860
 DM4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7929868618(NAD 83)
 DM4860
 DM4860_MARKER: DD = SURVEY DISK
 DM4860_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM4860_STAMPING: 27 CWH 1969
 DM4860_MARK LOGO: USGS  
 DM4860_PROJECTION: RECESSED 5 CENTIMETERS
 DM4860_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM4860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4860+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DM4860
 DM4860  HISTORY     - Date     Condition        Report By
 DM4860  HISTORY     - 19690401 MONUMENTED       USGS
 DM4860  HISTORY     - 20070405 GOOD             MNDT
 DM4860  HISTORY     - 20101103 GOOD             MNDT
 DM4860
 DM4860                          STATION DESCRIPTION
 DM4860
 DM4860'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4860'THE MARK IS 4.0 MILES SOUTH AND 8.2 MILES WEST OF PINE RIVER, 6.25
 DM4860'MILES WEST ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND
 DM4860'TRUNK HIGHWAY 371 IN PINE RIVER, THENCE SOUTH AND WEST 6.1 MILES ALONG
 DM4860'COUNTY ROAD 25, 21 FEET NORTH AND 34 FEET WEST OF COUNTY ROAD 25 AT
 DM4860'TOWNSHIP ROAD EAST, 48.4 FEET SOUTH OF POWER POLE WITH TRANSFORMER,
 DM4860'1.0 FOOT SOUTH OF WITNESS POST.
 DM4860
 DM4860                          STATION RECOVERY (2010)
 DM4860
 DM4860'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM4860'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4860'THE MARK IS 4.0 MILES SOUTH AND 8.2 MILES WEST OF PINE RIVER, 6.25
 DM4860'MILES WEST ALONG COUNTY ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND
 DM4860'TRUNK HIGHWAY 371 IN PINE RIVER, THEN SOUTH AND WEST 6.1 MILES ALONG
 DM4860'COUNTY ROAD 25, 21 FEET NORTH OF 40TH STREET AND 34 FEET WEST OF
 DM4860'COUNTY ROAD 25 AT TOWNSHIP ROAD EAST (56TH AVENUE), 48.4 FEET SOUTH OF
 DM4860'POWER POLE WITH TRANSFORMER, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3130 ***********************************************************************
 DH3130  DESIGNATION -  27 DWB
 DH3130  PID         -  DH3130
 DH3130  STATE/COUNTY-  MN/PIPESTONE
 DH3130  COUNTRY     -  US
 DH3130  USGS QUAD   -  PIPESTONE NORTH (1967)
 DH3130
 DH3130                         *CURRENT SURVEY CONTROL
 DH3130  ______________________________________________________________________
 DH3130* NAD 83(2007) POSITION- 44 06 37.67889(N) 096 19 34.55988(W)   ADJUSTED  
 DH3130* NAD 83(2007) ELLIP HT-   500.903 (meters)        (02/10/07)   ADJUSTED
 DH3130* NAD 83(2007) EPOCH   -  2002.00
 DH3130* NAVD 88 ORTHO HEIGHT -   526.8    (meters)    1728.    (feet) GPS OBS   
 DH3130  ______________________________________________________________________
 DH3130  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3130  GEOID HEIGHT    -        -25.90  (meters)                     GEOID03
 DH3130  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DH3130  NAD 83(2007) X  -   -505,474.568 (meters)                     COMP
 DH3130  NAD 83(2007) Y  - -4,559,366.898 (meters)                     COMP
 DH3130  NAD 83(2007) Z  -  4,417,261.419 (meters)                     COMP
 DH3130  LAPLACE CORR    -         -0.42  (seconds)                    DEFLEC09
 DH3130
 DH3130  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3130  Type                                         Horiz  Ellip  Dist(km)
 DH3130  -------------------------------------------------------------------
 DH3130  NETWORK                                       0.59   0.92
 DH3130  -------------------------------------------------------------------
 DH3130  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.62   0.91      9.72
 DH3130  -------------------------------------------------------------------
 DH3130  NOTE: Click here for information on individual local accuracy
 DH3130  values and other accuracy information.
 DH3130
 DH3130
 DH3130.The horizontal coordinates were established by GPS observations
 DH3130.and adjusted by the National Geodetic Survey in February 2007.
 DH3130
 DH3130.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3130.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3130
 DH3130.The horizontal coordinates are valid at the epoch date displayed above
 DH3130.which is a decimal equivalence of Year/Month/Day.
 DH3130
 DH3130.The orthometric height was determined by GPS observations and a
 DH3130.high-resolution geoid model.
 DH3130
 DH3130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3130
 DH3130.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3130
 DH3130.The ellipsoidal height was determined by GPS observations
 DH3130.and is referenced to NAD 83.
 DH3130
 DH3130. The following values were computed from the NAD 83(2007) position.
 DH3130
 DH3130;                    North         East     Units Scale Factor Converg.
 DH3130;SPC MN S     -   226,035.364   613,800.879   MT  0.99994519   -1 37 50.0
 DH3130;SPC MN S     -   741,584.36  2,013,778.38   sFT  0.99994519   -1 37 50.0
 DH3130;UTM  14      - 4,887,618.483   713,968.592   MT  1.00016311   +1 51 42.3
 DH3130
 DH3130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3130!SPC MN S     -   0.99992146  x   0.99994519  =   0.99986666
 DH3130!UTM  14      -   0.99992146  x   1.00016311  =   1.00008456
 DH3130
 DH3130                          SUPERSEDED SURVEY CONTROL
 DH3130
 DH3130  NAD 83(1996)-  44 06 37.67845(N)    096 19 34.55916(W) AD(       ) 1
 DH3130  ELLIP H (04/27/05)  500.937  (m)                       GP(       ) 3 2
 DH3130
 DH3130.Superseded values are not recommended for survey control.
 DH3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3130.See file dsdata.txt to determine how the superseded data were derived.
 DH3130
 DH3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1396887618(NAD 83)
 DH3130
 DH3130_MARKER: DD = SURVEY DISK
 DH3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3130_STAMPING: 27 DWB 1965
 DH3130_MARK LOGO: USGS  
 DH3130_PROJECTION: FLUSH
 DH3130_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3130+STABILITY: SURFACE MOTION
 DH3130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3130+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DH3130
 DH3130  HISTORY     - Date     Condition        Report By
 DH3130  HISTORY     - 19650401 MONUMENTED       USGS
 DH3130  HISTORY     - 20040623 GOOD             MNDT
 DH3130  HISTORY     - 20101201 GOOD             MNDT
 DH3130
 DH3130                          STATION DESCRIPTION
 DH3130
 DH3130'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH3130'8 MILES NORTH OF PIPESTONE, FROM THE NORTH JUNCTION OF TRUNK HIGHWAY
 DH3130'75 AND TRUNK  HIGHWAY 23 IN PIPESTONE GO 7.5 MILES NORTH ALONG TRUNK
 DH3130'HIGHWAY 75 TO MILEPOINT 44.0,  THEN 0.95 MILE WEST ON COUNTY ROAD 8  (
 DH3130'181 ST ), 410 FEET EAST OF 70 AV, AT TOP OF DITCH IN  LINE WITH SILO
 DH3130'NORTH, 51 FEET NORTH OF THE CENTER OF 181 STREET, 0.9 FOOT NORTH OF A
 DH3130'WITNESS POST.  THE MARK IS A DEPARTMENT OF INTERIOR DISK SET IN
 DH3130'CONCRETE, FLUSH,  MAGNETIC.
 DH3130
 DH3130                          STATION RECOVERY (2010)
 DH3130
 DH3130'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DH3130'THE MARK IS 8.0 MI (12.9 KM) NORTH OF PIPESTONE.
 DH3130' 
 DH3130'TO REACH THE MARK GO 7.5 MI (12.1 KM) NORTH ON TRUNK HIGHWAY 75 FROM
 DH3130'THE NORTH JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 23 IN
 DH3130'PIPESTONE, TO TRUNK HIGHWAY 75 MILE POINT 44.0.
 DH3130' 
 DH3130'IT IS 0.95 MI (1.5 KM) WEST ON COUNTY ROAD 8 410 FT (125.0 M) EAST OF
 DH3130'70TH AVENUE, 51 FT (15.5 M) NORTH OF COUNTY ROAD 8 0.9 FT (27 CM)
 DH3130'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6834 ***********************************************************************
 DF6834  DESIGNATION -  27 JMK
 DF6834  PID         -  DF6834
 DF6834  STATE/COUNTY-  MN/WATONWAN
 DF6834  COUNTRY     -  US
 DF6834  USGS QUAD   -  GODAHL (1967)
 DF6834
 DF6834                         *CURRENT SURVEY CONTROL
 DF6834  ______________________________________________________________________
 DF6834* NAD 83(2007) POSITION- 44 02 10.82303(N) 094 44 20.29263(W)   ADJUSTED  
 DF6834* NAD 83(2007) ELLIP HT-   305.086 (meters)        (02/10/07)   ADJUSTED
 DF6834* NAD 83(2007) EPOCH   -  2002.00
 DF6834* NAVD 88 ORTHO HEIGHT -   332.9    (meters)    1092.    (feet) GPS OBS   
 DF6834  ______________________________________________________________________
 DF6834  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6834  GEOID HEIGHT    -        -27.77  (meters)                     GEOID99
 DF6834  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 DF6834  NAD 83(2007) X  -   -379,447.845 (meters)                     COMP
 DF6834  NAD 83(2007) Y  - -4,577,188.730 (meters)                     COMP
 DF6834  NAD 83(2007) Z  -  4,411,207.344 (meters)                     COMP
 DF6834  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 DF6834
 DF6834  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6834  Type                                         Horiz  Ellip  Dist(km)
 DF6834  -------------------------------------------------------------------
 DF6834  NETWORK                                       0.49   0.55
 DF6834  -------------------------------------------------------------------
 DF6834  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.54   0.55      8.30
 DF6834  -------------------------------------------------------------------
 DF6834  NOTE: Click here for information on individual local accuracy
 DF6834  values and other accuracy information.
 DF6834
 DF6834
 DF6834.The horizontal coordinates were established by GPS observations
 DF6834.and adjusted by the National Geodetic Survey in February 2007.
 DF6834
 DF6834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6834.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6834
 DF6834.The horizontal coordinates are valid at the epoch date displayed above
 DF6834.which is a decimal equivalence of Year/Month/Day.
 DF6834
 DF6834.The orthometric height was determined by GPS observations and a
 DF6834.high-resolution geoid model.
 DF6834
 DF6834.Photographs are available for this station.
 DF6834
 DF6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6834
 DF6834.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6834
 DF6834.The ellipsoidal height was determined by GPS observations
 DF6834.and is referenced to NAD 83.
 DF6834
 DF6834. The following values were computed from the NAD 83(2007) position.
 DF6834
 DF6834;                    North         East     Units Scale Factor Converg.
 DF6834;SPC MN S     -   215,417.383   740,769.688   MT  0.99995479   -0 31 04.7
 DF6834;SPC MN S     -   706,748.53  2,430,341.88   sFT  0.99995479   -0 31 04.7
 DF6834;UTM  15      - 4,877,379.062   360,663.982   MT  0.99983878   -1 12 32.3
 DF6834
 DF6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6834!SPC MN S     -   0.99995216  x   0.99995479  =   0.99990696
 DF6834!UTM  15      -   0.99995216  x   0.99983878  =   0.99979095
 DF6834
 DF6834                          SUPERSEDED SURVEY CONTROL
 DF6834
 DF6834  NAD 83(1996)-  44 02 10.82246(N)    094 44 20.29208(W) AD(       ) 1
 DF6834  ELLIP H (08/01/03)  305.122  (m)                       GP(       ) 3 1
 DF6834
 DF6834.Superseded values are not recommended for survey control.
 DF6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6834.See file dsdata.txt to determine how the superseded data were derived.
 DF6834
 DF6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6066377379(NAD 83)
 DF6834
 DF6834_MARKER: DD = SURVEY DISK
 DF6834_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF6834_SP_SET: BRIDGE CURB
 DF6834_STAMPING: 27 JMK 1966
 DF6834_MARK LOGO: USGS  
 DF6834_PROJECTION: FLUSH
 DF6834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6834+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 DF6834
 DF6834  HISTORY     - Date     Condition        Report By
 DF6834  HISTORY     - 19660401 MONUMENTED       USGS
 DF6834  HISTORY     - 20021002 GOOD             MNDT
 DF6834  HISTORY     - 20100616 GOOD             MNDT
 DF6834
 DF6834                          STATION DESCRIPTION
 DF6834
 DF6834'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF6834'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 5 MI EAST ALONG
 DF6834'TH 30 FROM THE JCT OF TH 30 AND CO RD 4 IN DARFUR, TO TH 30 MP  92.7,
 DF6834'THEN 1 MI SOUTH ON CO RD 18, IN NE COR OF CO RD 18 BRDG 90340 OVER
 DF6834'NORTH  FORK OF WATONWAN RIVER, 59 FT SOUTH AND 13 FT EAST  OF CO RD
 DF6834'18, IN NORTH END OF EAST BRDG CURB, MAGNETIC, SUITABLE FOR GPS
 DF6834
 DF6834                          STATION RECOVERY (2010)
 DF6834
 DF6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF6834'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6834'THE MARK IS 5.0 MILES SOUTHEAST OF DARFUR, 5.0 MILES EAST ALONG TRUNK
 DF6834'HIGHWAY 30 FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 4 IN
 DF6834'DARFUR TO TRUNK HIGHWAY 30 MILEPOINT 92.7, THEN 1.0 MILE SOUTH ON
 DF6834'COUNTY ROAD 18 (670TH AVENUE), IN NORTHEAST CORNER OF COUNTY ROAD 18
 DF6834'BRIDGE NUMBER 90340 OVER NORTH FORK OF WATONWAN RIVER, 59 FEET SOUTH
 DF6834'OF 310TH STREET, 13 FEET EAST OF COUNTY ROAD 18 (670TH AVENUE), IN
 DF6834'NORTH END OF EAST BRIDGE CURB.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1845 ***********************************************************************
 PP1845  DESIGNATION -  27 L
 PP1845  PID         -  PP1845
 PP1845  STATE/COUNTY-  MN/SCOTT
 PP1845  COUNTRY     -  US
 PP1845  USGS QUAD   -  SHAKOPEE (1993)
 PP1845
 PP1845                         *CURRENT SURVEY CONTROL
 PP1845  ______________________________________________________________________
 PP1845* NAD 83(1986) POSITION- 44 48 03.7    (N) 093 31 38.2    (W)   HD_HELD2  
 PP1845* NAVD 88 ORTHO HEIGHT -   216.591  (meters)     710.60  (feet) ADJUSTED  
 PP1845  ______________________________________________________________________
 PP1845  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 PP1845  DYNAMIC HEIGHT  -        216.587 (meters)      710.59  (feet) COMP
 PP1845  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 PP1845
 PP1845  VERT ORDER      -  SECOND    CLASS 0
 PP1845
 PP1845.The horizontal coordinates were established by autonomous hand held GPS
 PP1845.observations and have an estimated accuracy of +/- 10 meters.
 PP1845.
 PP1845.The orthometric height was determined by differential leveling and
 PP1845.adjusted in June 1991.
 PP1845
 PP1845.Photographs are available for this station.
 PP1845
 PP1845.The dynamic height is computed by dividing the NAVD 88
 PP1845.geopotential number by the normal gravity value computed on the
 PP1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1845.degrees latitude (g = 980.6199 gals.).
 PP1845
 PP1845.The modeled gravity was interpolated from observed gravity values.
 PP1845
 PP1845;                    North         East    Units  Estimated Accuracy
 PP1845;SPC MN S     -   300,224.      837,399.      MT  (+/- 10 meters HH2 GPS)
 PP1845
 PP1845                          SUPERSEDED SURVEY CONTROL
 PP1845
 PP1845  NGVD 29 (??/??/92)  216.546  (m)          710.45   (f) ADJ UNCH    2 0
 PP1845
 PP1845.Superseded values are not recommended for survey control.
 PP1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1845.See file dsdata.txt to determine how the superseded data were derived.
 PP1845
 PP1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5829860982(NAD 83)
 PP1845
 PP1845_MARKER: DD = SURVEY DISK
 PP1845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1845_SP_SET: BRIDGE PILLAR/PIER
 PP1845_STAMPING: USCE BM MINN RIVER
 PP1845_MARK LOGO: USGS  
 PP1845_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1845
 PP1845  HISTORY     - Date     Condition        Report By
 PP1845  HISTORY     - UNK      MONUMENTED       USE
 PP1845  HISTORY     - 1972     GOOD             MNDT
 PP1845  HISTORY     - 1984     GOOD             MNDT
 PP1845  HISTORY     - 20080604 GOOD             MNDT
 PP1845
 PP1845                          STATION DESCRIPTION
 PP1845
 PP1845'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1845'0.2 MI N FROM SHAKOPEE.
 PP1845'0.2 MILES NORTH ALONG T.H. 101 AND T.H. 169 FROM THE JUNCTION OF T.H.
 PP1845'169 AND T.H. 101 IN SHAKOPEE, IN THE BASE OF THE SECOND PIER SOUTH OF
 PP1845'NORTH ABUTMENT OF THE HIGHWAY BRIDGE (NO. 4175) OVER THE MINNESOTA
 PP1845'RIVER.  CORNER OF N.E. 1/4, SEC 1, T 115 N, R 23W.
 PP1845
 PP1845                          STATION RECOVERY (1984)
 PP1845
 PP1845'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (EGS)
 PP1845'THE MARK WAS RECOVERED ON GOOD CONDITION, IN THE CITY OF SHAKOPEE,
 PP1845'ABOUT 0.2 MILE NORTH ALONG TRUNK HIGHWAY 101/169 FROM THE JUNCTION OF
 PP1845'TRUNK HIGHWAYS 169 AND 101 IN SHAKOPEE, IN THE NE 1/4 OF SECTION 1,
 PP1845'T115N, R23W.  THE MARK, A STANDARD CORPS OF ENGINEERS DISK
 PP1845'STAMPED---27 L---, IS SET IN THE BASE OF THE SECOND PIER SOUTH OF THE
 PP1845'NORTH ABUTMENT OF THE TRUNK HIGHWAY 169/101 BRIDGE (NUMBER 4175) OVER
 PP1845'THE MINNESOTA RIVER.
 PP1845
 PP1845                          STATION RECOVERY (2008)
 PP1845
 PP1845'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP1845'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF
 PP1845'EXCELSIOR, 4.6 MI (7.4 KM) SOUTHWEST OF EDEN PRAIRIE AND IN THE TOWN
 PP1845'OF SHAKOPEE,.
 PP1845' 
 PP1845'TO REACH TO THE MARK GO 0.2 MI (0.3 KM) NORTH OF THE JUNCTION OF TRUNK
 PP1845'HIGHWAY 169 AND TRUNK HIGHWAY 101, IN BASE OF SECOND PIER SOUTH OF
 PP1845'NORTH ABUTMENT OF ABANDONED TRUNK HIGHWAY 101 BRIDGE, NOW A PEDESTRIAN
 PP1845'BRIDGE 4175 OVER MINNESOTA RIVER, ON EAST END OF FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5047 ***********************************************************************
 AC5047  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5047  DESIGNATION -  27 LMT
 AC5047  PID         -  AC5047
 AC5047  STATE/COUNTY-  MN/HOUSTON
 AC5047  COUNTRY     -  US
 AC5047  USGS QUAD   -  WILMINGTON (1965)
 AC5047
 AC5047                         *CURRENT SURVEY CONTROL
 AC5047  ______________________________________________________________________
 AC5047* NAD 83(2007) POSITION- 43 37 24.43463(N) 091 33 00.90115(W)   NO CHECK  
 AC5047* NAD 83(2007) ELLIP HT-   322.662 (meters)        (02/10/07)   NO CHECK
 AC5047* NAD 83(2007) EPOCH   -  2002.00
 AC5047* NAVD 88 ORTHO HEIGHT -   353.24   (meters)    1158.9   (feet) GPS OBS   
 AC5047  ______________________________________________________________________
 AC5047  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5047  GEOID HEIGHT    -        -30.50  (meters)                     GEOID03
 AC5047  GEOID HEIGHT    -        -30.58  (meters)                     GEOID09
 AC5047  NAD 83(2007) X  -   -125,114.398 (meters)                     COMP
 AC5047  NAD 83(2007) Y  - -4,622,980.870 (meters)                     COMP
 AC5047  NAD 83(2007) Z  -  4,378,123.576 (meters)                     COMP
 AC5047  LAPLACE CORR    -         -5.65  (seconds)                    DEFLEC09
 AC5047
 AC5047  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC5047  Type                                         Horiz  Ellip  Dist(km)
 AC5047  -------------------------------------------------------------------
 AC5047  NETWORK                                       1.20   2.31
 AC5047  -------------------------------------------------------------------
 AC5047  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.21   2.37     11.31
 AC5047  -------------------------------------------------------------------
 AC5047  NOTE: Click here for information on individual local accuracy
 AC5047  values and other accuracy information.
 AC5047
 AC5047
 AC5047.The horizontal coordinates were established by GPS observations
 AC5047.and adjusted by the National Geodetic Survey in February 2007.
 AC5047
 AC5047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC5047.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC5047
 AC5047.The horizontal coordinates are valid at the epoch date displayed above
 AC5047.which is a decimal equivalence of Year/Month/Day.
 AC5047
 AC5047.No horizontal observational check was made to the station.
 AC5047.
 AC5047.The orthometric height was determined by GPS observations and a
 AC5047.high-resolution geoid model using precise GPS observation and
 AC5047.processing techniques.
 AC5047
 AC5047.Photographs are available for this station.
 AC5047
 AC5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5047
 AC5047.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC5047
 AC5047.The ellipsoidal height was determined by GPS observations
 AC5047.and is referenced to NAD 83.
 AC5047
 AC5047. The following values were computed from the NAD 83(2007) position.
 AC5047
 AC5047;                    North         East     Units Scale Factor Converg.
 AC5047;SPC MN S     -   172,237.403   997,701.482   MT  1.00003847   +1 43 01.6
 AC5047;SPC MN S     -   565,082.21  3,273,292.28   sFT  1.00003847   +1 43 01.6
 AC5047;UTM  15      - 4,831,073.136   616,965.584   MT  0.99976828   +1 00 01.1
 AC5047
 AC5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5047!SPC MN S     -   0.99994941  x   1.00003847  =   0.99998787
 AC5047!UTM  15      -   0.99994941  x   0.99976828  =   0.99971770
 AC5047
 AC5047                          SUPERSEDED SURVEY CONTROL
 AC5047
 AC5047  NAD 83(1996)-  43 37 24.43410(N)    091 33 00.90034(W) AD(       ) 1
 AC5047  ELLIP H (01/15/97)  322.717  (m)                       GP(       ) 4 2
 AC5047  NAVD 88 (01/15/97)  353.2    (m)  GEOID96 model used   GPS OBS        
 AC5047
 AC5047.Superseded values are not recommended for survey control.
 AC5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5047.See file dsdata.txt to determine how the superseded data were derived.
 AC5047
 AC5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1696531073(NAD 83)
 AC5047
 AC5047_MARKER: DB = BENCH MARK DISK
 AC5047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5047_STAMPING: 1159 FT 27 LMT 1963
 AC5047_MARK LOGO: USGS  
 AC5047_PROJECTION: FLUSH
 AC5047_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC5047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5047+STABILITY: SURFACE MOTION
 AC5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5047+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 AC5047
 AC5047  HISTORY     - Date     Condition        Report By
 AC5047  HISTORY     - 1963     MONUMENTED       USGS
 AC5047  HISTORY     - 19960315 GOOD             MN-055
 AC5047  HISTORY     - 20080228 GOOD             MNDT
 AC5047
 AC5047                          STATION DESCRIPTION
 AC5047
 AC5047'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5047'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AC5047'2.25 MI (3.62 KM) WEST OF THE TOWN OF CALEDONIA IN THE NE 1/4 OF
 AC5047'SECTION 21, T102N, R6W.  TO REACH THE MARK FROM THE JCT OF TH 44 AND
 AC5047'CO RD 12 IN CALEDONIA, GO WEST FOR 2.25 MI (3.62 KM) ON CO RD 12 AND
 AC5047'THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN A CONC MON, IS 47 FT
 AC5047'(14.3 M) NORTH OF CO RD 12, 56 FT (17.1 M) WEST OF A FIELD ENT TO THE
 AC5047'SOUTH, AND 3 FT (0.9 M) SOUTH OF A P-POLE.  RECOVERED AND DESCRIBED BY
 AC5047'TAMMY A.  MAUSS, CHECKED BY J.E.M.
 AC5047
 AC5047                          STATION RECOVERY (2008)
 AC5047
 AC5047'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 AC5047'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5047'THE MARK IS 2.25 MILES WEST OF CALEDONIA, 2.25 MILES WEST ON COUNTY
 AC5047'ROAD 12 FROM JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 12 IN
 AC5047'CALEDONIA, 47 FEET NORTH OF COUNTY ROAD 12, 56 FEET WEST OF FIELD
 AC5047'ENTRANCE SOUTH, 3 FEET SOUTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5947 ***********************************************************************
 DH5947  DESIGNATION -  27 LNB
 DH5947  PID         -  DH5947
 DH5947  STATE/COUNTY-  MN/OTTER TAIL
 DH5947  COUNTRY     -  US
 DH5947  USGS QUAD   -  PARKERS PRAIRIE (1969)
 DH5947
 DH5947                         *CURRENT SURVEY CONTROL
 DH5947  ______________________________________________________________________
 DH5947* NAD 83(1986) POSITION- 46 14 18.0    (N) 095 19 06.1    (W)   HD_HELD2  
 DH5947* NAVD 88 ORTHO HEIGHT -   440.535  (meters)    1445.32  (feet) ADJUSTED  
 DH5947  ______________________________________________________________________
 DH5947  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DH5947  DYNAMIC HEIGHT  -        440.534 (meters)     1445.32  (feet) COMP
 DH5947  MODELED GRAVITY -    980,597.7   (mgal)                       NAVD 88
 DH5947
 DH5947  VERT ORDER      -  SECOND    CLASS I
 DH5947
 DH5947.The horizontal coordinates were established by autonomous hand held GPS
 DH5947.observations and have an estimated accuracy of +/- 10 meters.
 DH5947.
 DH5947.The orthometric height was determined by differential leveling and
 DH5947.adjusted in May 2009.
 DH5947
 DH5947.No vertical observational check was made to the station.
 DH5947
 DH5947.The dynamic height is computed by dividing the NAVD 88
 DH5947.geopotential number by the normal gravity value computed on the
 DH5947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5947.degrees latitude (g = 980.6199 gals.).
 DH5947
 DH5947.The modeled gravity was interpolated from observed gravity values.
 DH5947
 DH5947;                    North         East    Units  Estimated Accuracy
 DH5947;SPC MN C     -   238,191.      717,606.      MT  (+/- 10 meters HH2 GPS)
 DH5947
 DH5947                          SUPERSEDED SURVEY CONTROL
 DH5947
 DH5947.No superseded survey control is available for this station.
 DH5947
 DH5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2125823140(NAD 83)
 DH5947
 DH5947_MARKER: DD = SURVEY DISK
 DH5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5947_STAMPING: 27 LNB 1967
 DH5947_MARK LOGO: USGS  
 DH5947_PROJECTION: FLUSH
 DH5947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5947+STABILITY: SURFACE MOTION
 DH5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5947+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2005
 DH5947
 DH5947  HISTORY     - Date     Condition        Report By
 DH5947  HISTORY     - 1967     MONUMENTED       USGS
 DH5947  HISTORY     - 20051003 GOOD             MNDT
 DH5947
 DH5947                          STATION DESCRIPTION
 DH5947
 DH5947'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5947'ALMORA, 0.5 MI (0.8 KM) S. AND 2.2 MI (3.5 KM) E. OF, ABOUT 0.2 MI
 DH5947'(0.3 KM) E. OF QUARTER CORNER BETWEEN SECS. 15 AND 22, T. 132 N., R.
 DH5947'37 W., 55 FT (16.8 M) N., 70 FT (21.3 M) W. AND 2.8 FT (0.9 M) LOWER
 DH5947'THAN CO. HWY. 40 AT FIELD ENTRANCES N. AND S., 2.1 FT (0.6 M) W. OF A
 DH5947'POWER POLE AND 1.2 FT (0.4 M) E. OF A METAL WITNESS POST, IN A
 DH5947'CONCRETE POST, A STANDARD TABLET STAMPED 27 LNB 1967
 DH5947
 DH5947                          STATION RECOVERY (2005)
 DH5947
 DH5947'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DH5947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5866 ***********************************************************************
 DM5866  DESIGNATION -  27 RC
 DM5866  PID         -  DM5866
 DM5866  STATE/COUNTY-  MN/PINE
 DM5866  COUNTRY     -  US
 DM5866  USGS QUAD   -  DUXBURY (1981)
 DM5866
 DM5866                         *CURRENT SURVEY CONTROL
 DM5866  ______________________________________________________________________
 DM5866* NAD 83(1986) POSITION- 46 10 20.     (N) 092 30 32.     (W)   SCALED    
 DM5866* NAVD 88 ORTHO HEIGHT -   346.827  (meters)    1137.88  (feet) ADJUSTED  
 DM5866  ______________________________________________________________________
 DM5866  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM5866  DYNAMIC HEIGHT  -        346.856 (meters)     1137.98  (feet) COMP
 DM5866  MODELED GRAVITY -    980,687.9   (mgal)                       NAVD 88
 DM5866
 DM5866  VERT ORDER      -  SECOND    CLASS I
 DM5866
 DM5866.The horizontal coordinates were scaled from a topographic map and have
 DM5866.an estimated accuracy of +/- 6 seconds.
 DM5866.
 DM5866.The orthometric height was determined by differential leveling and
 DM5866.adjusted in January 2012.
 DM5866
 DM5866.No vertical observational check was made to the station.
 DM5866
 DM5866.The dynamic height is computed by dividing the NAVD 88
 DM5866.geopotential number by the normal gravity value computed on the
 DM5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5866.degrees latitude (g = 980.6199 gals.).
 DM5866
 DM5866.The modeled gravity was interpolated from observed gravity values.
 DM5866
 DM5866;                    North         East    Units  Estimated Accuracy
 DM5866;SPC MN C     -   231,770.      934,430.      MT  (+/- 180 meters Scaled)
 DM5866
 DM5866                          SUPERSEDED SURVEY CONTROL
 DM5866
 DM5866.No superseded survey control is available for this station.
 DM5866
 DM5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM379133(NAD 83)
 DM5866
 DM5866_MARKER: DB = BENCH MARK DISK
 DM5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5866_STAMPING: 27 RC 1954 1138
 DM5866_MARK LOGO: USGS  
 DM5866_PROJECTION: PROJECTING 0 CENTIMETERS
 DM5866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5866+STABILITY: SURFACE MOTION
 DM5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5866+SATELLITE: SATELLITE OBSERVATIONS - July 1, 2007
 DM5866
 DM5866  HISTORY     - Date     Condition        Report By
 DM5866  HISTORY     - 1954     MONUMENTED       USGS
 DM5866  HISTORY     - 2007071  GOOD             MNDT
 DM5866
 DM5866                          STATION DESCRIPTION
 DM5866
 DM5866'DESCRIBED BY MN DEPT OF TRANSP 2007 (JBG)
 DM5866'THE MARK IS 3.0 MI (4.8 KM) NORTH OF DUXBURY.
 DM5866' 
 DM5866'IT IS 175 FT (53.3 M) NORTH SCHOOLHOUSE DRIVE, 27 FT (8.2 M) EAST OF
 DM5866'COUNTY ROAD 24, 3.05 MI (4.9 KM) NORTH ALONG COUNTY ROAD 24 FROM THE
 DM5866'JUNCTION OF COUNTY ROAD 24 AND COUNTY ROAD AND COUNTY ROAD 141 IN
 DM5866'DUXBURY, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4800 ***********************************************************************
 DL4800  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4800  DESIGNATION -  27 RWM
 DL4800  PID         -  DL4800
 DL4800  STATE/COUNTY-  MN/HOUSTON
 DL4800  COUNTRY     -  US
 DL4800  USGS QUAD   -  YUCATAN (1965)
 DL4800
 DL4800                         *CURRENT SURVEY CONTROL
 DL4800  ______________________________________________________________________
 DL4800* NAD 83(2007) POSITION- 43 43 22.22557(N) 091 37 32.21978(W)   ADJUSTED  
 DL4800* NAD 83(2007) ELLIP HT-   191.174 (meters)        (09/09/09)   ADJUSTED
 DL4800* NAD 83(2007) EPOCH   -  2002.00
 DL4800* NAVD 88 ORTHO HEIGHT -   221.67   (meters)     727.3   (feet) GPS OBS   
 DL4800  ______________________________________________________________________
 DL4800  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4800  GEOID HEIGHT    -        -30.44  (meters)                     GEOID03
 DL4800  GEOID HEIGHT    -        -30.54  (meters)                     GEOID09
 DL4800  NAD 83(2007) X  -   -130,976.286 (meters)                     COMP
 DL4800  NAD 83(2007) Y  - -4,615,094.730 (meters)                     COMP
 DL4800  NAD 83(2007) Z  -  4,386,019.973 (meters)                     COMP
 DL4800  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC09
 DL4800  HORZ ORDER      -  FIRST
 DL4800  ELLP ORDER      -  FOURTH    CLASS I
 DL4800
 DL4800.The horizontal coordinates were established by GPS observations
 DL4800.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4800
 DL4800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4800.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4800
 DL4800.The horizontal coordinates are valid at the epoch date displayed above
 DL4800.which is a decimal equivalence of Year/Month/Day.
 DL4800
 DL4800.The orthometric height was determined by GPS observations and a
 DL4800.high-resolution geoid model using precise GPS observation and
 DL4800.processing techniques.
 DL4800
 DL4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4800
 DL4800.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4800
 DL4800.The ellipsoidal height was determined by GPS observations
 DL4800.and is referenced to NAD 83.
 DL4800
 DL4800. The following values were computed from the NAD 83(2007) position.
 DL4800
 DL4800;                    North         East     Units Scale Factor Converg.
 DL4800;SPC MN S     -   183,095.963   991,300.242   MT  1.00001366   +1 39 51.4
 DL4800;SPC MN S     -   600,707.34  3,252,290.88   sFT  1.00001366   +1 39 51.4
 DL4800;UTM  15      - 4,842,007.869   610,702.108   MT  0.99975073   +0 57 00.1
 DL4800
 DL4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4800!SPC MN S     -   0.99997002  x   1.00001366  =   0.99998368
 DL4800!UTM  15      -   0.99997002  x   0.99975073  =   0.99972076
 DL4800
 DL4800                          SUPERSEDED SURVEY CONTROL
 DL4800
 DL4800.No superseded survey control is available for this station.
 DL4800
 DL4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1070242007(NAD 83)
 DL4800
 DL4800_MARKER: DD = SURVEY DISK
 DL4800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4800_STAMPING: 27 RWM 1963
 DL4800_MARK LOGO: USGS  
 DL4800_PROJECTION: FLUSH
 DL4800_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL4800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4800+STABILITY: SURFACE MOTION
 DL4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4800+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DL4800
 DL4800  HISTORY     - Date     Condition        Report By
 DL4800  HISTORY     - 1963     MONUMENTED       USGS
 DL4800  HISTORY     - 20080226 GOOD             MNDT
 DL4800
 DL4800                          STATION DESCRIPTION
 DL4800
 DL4800'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4800'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4800'THE MARK IS 4.6 MILES SOUTH-SOUTHWEST OF HOUSTON, 1.8 MILES SOUTH
 DL4800'ALONG TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4800'HIGHWAY 16 IN HOUSTON, THEN 4.0 MILES EAST ALONG COUNTY ROAD 4, 38
 DL4800'FEET SOUTH OF COUNTY ROAD 4, 33.0 FEET EAST OF TWIN RIDGE ROAD, 15.0
 DL4800'FEET NORTHEAST OF FENCE CORNER, 2.0 FEET WEST OF STEEL ELECTRICAL BOX,
 DL4800'1.5 FEET EAST OF STEEL TELEPHONE JUNCTION BOX NUMMBER R 103 A1, 0.3
 DL4800'FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9567 ***********************************************************************
 DE9567  DESIGNATION -  27 SEM
 DE9567  PID         -  DE9567
 DE9567  STATE/COUNTY-  MN/NOBLES
 DE9567  COUNTRY     -  US
 DE9567  USGS QUAD   -  MAGNOLIA (1967)
 DE9567
 DE9567                         *CURRENT SURVEY CONTROL
 DE9567  ______________________________________________________________________
 DE9567* NAD 83(2007) POSITION- 43 44 51.38496(N) 096 02 00.13342(W)   ADJUSTED  
 DE9567* NAD 83(2007) ELLIP HT-   454.419 (meters)        (02/10/07)   ADJUSTED
 DE9567* NAD 83(2007) EPOCH   -  2002.00
 DE9567* NAVD 88 ORTHO HEIGHT -   480.8    (meters)    1577.    (feet) GPS OBS   
 DE9567  ______________________________________________________________________
 DE9567  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DE9567  GEOID HEIGHT    -        -26.26  (meters)                     GEOID03
 DE9567  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DE9567  NAD 83(2007) X  -   -485,097.231 (meters)                     COMP
 DE9567  NAD 83(2007) Y  - -4,589,676.145 (meters)                     COMP
 DE9567  NAD 83(2007) Z  -  4,388,190.305 (meters)                     COMP
 DE9567  LAPLACE CORR    -          2.11  (seconds)                    DEFLEC09
 DE9567
 DE9567  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9567  Type                                         Horiz  Ellip  Dist(km)
 DE9567  -------------------------------------------------------------------
 DE9567  NETWORK                                       0.76   0.65
 DE9567  -------------------------------------------------------------------
 DE9567  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.84   0.67     11.99
 DE9567  -------------------------------------------------------------------
 DE9567  NOTE: Click here for information on individual local accuracy
 DE9567  values and other accuracy information.
 DE9567
 DE9567
 DE9567.The horizontal coordinates were established by GPS observations
 DE9567.and adjusted by the National Geodetic Survey in February 2007.
 DE9567
 DE9567.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9567.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9567
 DE9567.The horizontal coordinates are valid at the epoch date displayed above
 DE9567.which is a decimal equivalence of Year/Month/Day.
 DE9567
 DE9567.The orthometric height was determined by GPS observations and a
 DE9567.high-resolution geoid model.
 DE9567
 DE9567.Photographs are available for this station.
 DE9567
 DE9567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9567
 DE9567.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9567
 DE9567.The ellipsoidal height was determined by GPS observations
 DE9567.and is referenced to NAD 83.
 DE9567
 DE9567. The following values were computed from the NAD 83(2007) position.
 DE9567
 DE9567;                    North         East     Units Scale Factor Converg.
 DE9567;SPC MN S     -   185,106.107   636,236.926   MT  1.00000793   -1 25 30.9
 DE9567;SPC MN S     -   607,302.29  2,087,387.31   sFT  1.00000793   -1 25 30.9
 DE9567;UTM  14      - 4,848,118.623   738,857.655   MT  1.00030180   +2 03 08.4
 DE9567;UTM  15      - 4,848,313.367   255,768.501   MT  1.00033374   -2 05 54.8
 DE9567
 DE9567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9567!SPC MN S     -   0.99992875  x   1.00000793  =   0.99993668
 DE9567!UTM  14      -   0.99992875  x   1.00030180  =   1.00023053
 DE9567!UTM  15      -   0.99992875  x   1.00033374  =   1.00026246
 DE9567
 DE9567                          SUPERSEDED SURVEY CONTROL
 DE9567
 DE9567  NAD 83(1996)-  43 44 51.38435(N)    096 02 00.13256(W) AD(       ) 1
 DE9567  ELLIP H (01/17/03)  454.455  (m)                       GP(       ) 3 1
 DE9567  NAVD 88 (01/17/03)  480.7    (m)  GEOID99 model used   GPS OBS        
 DE9567
 DE9567.Superseded values are not recommended for survey control.
 DE9567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9567.See file dsdata.txt to determine how the superseded data were derived.
 DE9567
 DE9567_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3885748118(NAD 83)
 DE9567
 DE9567_MARKER: DB = BENCH MARK DISK
 DE9567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9567_STAMPING: 27 SEM 1966
 DE9567_MARK LOGO: USGS  
 DE9567_PROJECTION: FLUSH
 DE9567_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE9567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9567+STABILITY: SURFACE MOTION
 DE9567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9567+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 DE9567
 DE9567  HISTORY     - Date     Condition        Report By
 DE9567  HISTORY     - 1966     MONUMENTED       USGS
 DE9567  HISTORY     - 20010401 GOOD             MNDT
 DE9567  HISTORY     - 20051114 GOOD             MNDT
 DE9567
 DE9567                          STATION DESCRIPTION
 DE9567
 DE9567'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9567'THE MARK WAS RECOVERED IN GOOD CONDITION. 4.4 MI WEST OF LISMORE, 5.1
 DE9567'MI WEST ALONG CO RD 16 FROM JCT TH 91, 263 FT NW OF T-RD SW, 33 FT
 DE9567'NORTH AND 2 FT EAST OF FENCE COR NORTH AND EAST, AT NORTH EDGE OF
 DE9567'ABANDONED GRAVEL PIT, 1 FT EAST OF WIT POST, FLUSH, MAGNETIC, SUITABLE
 DE9567'FOR GPS
 DE9567
 DE9567                          STATION RECOVERY (2005)
 DE9567
 DE9567'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DE9567'4.4 MILES WEST OF LISMORE, 5.1 MILES WEST ALONG COUNTY ROAD 16 FROM
 DE9567'JUNCTION TRUNK HIGHWAY 91, 263 FEET NORTHWEST OF TEE ROAD SOUTHWEST,
 DE9567'33 FEET NORTH AND 2 FEET EAST OF FENCE CORNER NORTH AND EAST, AT NORTH
 DE9567'EDGE OF ABANDONED GRAVEL PIT, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5778 ***********************************************************************
 DG5778  DESIGNATION -  27 SEM
 DG5778  PID         -  DG5778
 DG5778  STATE/COUNTY-  MN/AITKIN
 DG5778  COUNTRY     -  US
 DG5778  USGS QUAD   -  MINNEWAWA (1970)
 DG5778
 DG5778                         *CURRENT SURVEY CONTROL
 DG5778  ______________________________________________________________________
 DG5778* NAD 83(1986) POSITION- 46 42 37.     (N) 093 18 24.     (W)   SCALED    
 DG5778* NAVD 88 ORTHO HEIGHT -   381.688  (meters)    1252.25  (feet) ADJUSTED  
 DG5778  ______________________________________________________________________
 DG5778  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 DG5778  DYNAMIC HEIGHT  -        381.713 (meters)     1252.34  (feet) COMP
 DG5778  MODELED GRAVITY -    980,667.3   (mgal)                       NAVD 88
 DG5778
 DG5778  VERT ORDER      -  SECOND    CLASS I
 DG5778
 DG5778.The horizontal coordinates were scaled from a topographic map and have
 DG5778.an estimated accuracy of +/- 6 seconds.
 DG5778.
 DG5778.The orthometric height was determined by differential leveling and
 DG5778.adjusted in December 2004.
 DG5778
 DG5778.The dynamic height is computed by dividing the NAVD 88
 DG5778.geopotential number by the normal gravity value computed on the
 DG5778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5778.degrees latitude (g = 980.6199 gals.).
 DG5778
 DG5778.The modeled gravity was interpolated from observed gravity values.
 DG5778
 DG5778;                    North         East    Units  Estimated Accuracy
 DG5778;SPC MN C     -   290,520.      872,130.      MT  (+/- 180 meters Scaled)
 DG5778
 DG5778                          SUPERSEDED SURVEY CONTROL
 DG5778
 DG5778.No superseded survey control is available for this station.
 DG5778
 DG5778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM765730(NAD 83)
 DG5778
 DG5778_MARKER: DB = BENCH MARK DISK
 DG5778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5778_STAMPING: 27 SEM 1967
 DG5778_MARK LOGO: USGS  
 DG5778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5778+STABILITY: SURFACE MOTION
 DG5778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5778+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5778
 DG5778  HISTORY     - Date     Condition        Report By
 DG5778  HISTORY     - 1967     MONUMENTED       USGS
 DG5778  HISTORY     - 20000911 GOOD             MNDT
 DG5778
 DG5778                          STATION DESCRIPTION
 DG5778
 DG5778'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5778'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT SATHER COR,
 DG5778'7.2 MI (11.6 KM) NORTH OF JCT OF TH 65 AND TH 210 AT MCGREGOR, AT TH
 DG5778'65 MP 124.9, 108.5 FT (33.1 M) EAST OF TH 65, 70.5 FT (21.5 M) NORTH
 DG5778'OF CO RD 14, 4.4 FT (1.3 M) SSE OF CABLE MARKER, 11 FT (3.4 M) WEST OF
 DG5778'P-POLE, 2 FT (0.6 M) WEST OF WIT POST, MAGNETIC, FLUSH, AND SUITABLE
 DG5778'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1086 ***********************************************************************
 PQ1086  DESIGNATION -  27 T
 PQ1086  PID         -  PQ1086
 PQ1086  STATE/COUNTY-  MN/LYON
 PQ1086  COUNTRY     -  US
 PQ1086  USGS QUAD   -  MARSHALL SE (1963)
 PQ1086
 PQ1086                         *CURRENT SURVEY CONTROL
 PQ1086  ______________________________________________________________________
 PQ1086* NAD 83(1996) POSITION- 44 22 12.97736(N) 095 49 13.85735(W)   ADJUSTED  
 PQ1086* NAVD 88 ORTHO HEIGHT -   403.02   (+/-2cm)    1322.2   (feet) VERTCON   
 PQ1086  ______________________________________________________________________
 PQ1086  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 PQ1086  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 PQ1086  HORZ ORDER      -  THIRD
 PQ1086  VERT ORDER      -  THIRD ? (See Below)
 PQ1086
 PQ1086.The horizontal coordinates were established by classical geodetic methods
 PQ1086.and adjusted by the National Geodetic Survey in March 1999.
 PQ1086.
 PQ1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1086
 PQ1086.The vertical order pertains to the NGVD 29 superseded value.
 PQ1086
 PQ1086.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1086
 PQ1086. The following values were computed from the NAD 83(1996) position.
 PQ1086
 PQ1086;                    North         East     Units Scale Factor Converg.
 PQ1086;SPC MN S     -   253,868.199   654,917.420   MT  0.99992465   -1 16 33.8
 PQ1086;SPC MN S     -   832,899.25  2,148,674.90   sFT  0.99992465   -1 16 33.8
 PQ1086;UTM  15      - 4,916,868.977   275,276.589   MT  1.00022110   -1 58 23.5
 PQ1086
 PQ1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1086!SPC MN S     -   0.99994101  x   0.99992465  =   0.99986567
 PQ1086!UTM  15      -   0.99994101  x   1.00022110  =   1.00016210
 PQ1086
 PQ1086                          SUPERSEDED SURVEY CONTROL
 PQ1086
 PQ1086  NAD 83(1996)-  44 22 12.97097(N)    095 49 13.85469(W) AD(       ) 3
 PQ1086  NAD 83(1986)-  44 22 12.97080(N)    095 49 13.84775(W) AD(       ) 3
 PQ1086  NAD 27      -  44 22 13.10371(N)    095 49 12.76206(W) AD(       ) 3
 PQ1086  NGVD 29 (07/19/86)  402.82   (m)         1321.6    (f) LEVELING    3  
 PQ1086
 PQ1086.Superseded values are not recommended for survey control.
 PQ1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1086.See file dsdata.txt to determine how the superseded data were derived.
 PQ1086
 PQ1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7527616868(NAD 83)
 PQ1086
 PQ1086_MARKER: DB = BENCH MARK DISK
 PQ1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1086_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1086_STAMPING: 27 T 1960 1321
 PQ1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1086+STABILITY: SURFACE MOTION
 PQ1086
 PQ1086  HISTORY     - Date     Condition        Report By
 PQ1086  HISTORY     - 1960     MONUMENTED       USGS
 PQ1086
 PQ1086                          STATION DESCRIPTION
 PQ1086
 PQ1086'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1086'MARSHALL,5.5 MILE S AND 1 MILE W OF. 1040 FT W, 34 FT S AND 12 FT
 PQ1086'HIGHER THAN T-ROAD W AT NE CORNER OF SECTION 6,T.110N,R.41W, 5 FT W
 PQ1086'OF TELEPHONE POLE AND 1 FT N OF E-W FENCE. IN A CONCRETE POST A
 PQ1086'STANDARD TABLET STAMPED---27 T 1960 1321 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1386 ***********************************************************************
 PP1386  DESIGNATION -  2701 B RESET
 PP1386  PID         -  PP1386
 PP1386  STATE/COUNTY-  MN/HENNEPIN
 PP1386  COUNTRY     -  US
 PP1386  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1386
 PP1386                         *CURRENT SURVEY CONTROL
 PP1386  ______________________________________________________________________
 PP1386* NAD 83(1996) POSITION- 44 51 45.35991(N) 093 29 27.09271(W)   NO CHECK  
 PP1386* NAVD 88 ORTHO HEIGHT -   272.010  (meters)     892.42  (feet) ADJUSTED  
 PP1386  ______________________________________________________________________
 PP1386  LAPLACE CORR    -         -3.60  (seconds)                    DEFLEC09
 PP1386  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 PP1386  DYNAMIC HEIGHT  -        272.003 (meters)      892.40  (feet) COMP
 PP1386  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 PP1386
 PP1386  HORZ ORDER      -  THIRD
 PP1386  VERT ORDER      -  SECOND    CLASS I
 PP1386
 PP1386.The horizontal coordinates were established by classical geodetic methods
 PP1386.and adjusted by the National Geodetic Survey in March 1999.
 PP1386.
 PP1386.No horizontal observational check was made to the station.
 PP1386.
 PP1386.The orthometric height was determined by differential leveling and
 PP1386.adjusted in November 1999.
 PP1386
 PP1386.Photographs are available for this station.
 PP1386
 PP1386.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1386
 PP1386.The dynamic height is computed by dividing the NAVD 88
 PP1386.geopotential number by the normal gravity value computed on the
 PP1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1386.degrees latitude (g = 980.6199 gals.).
 PP1386
 PP1386.The modeled gravity was interpolated from observed gravity values.
 PP1386
 PP1386. The following values were computed from the NAD 83(1996) position.
 PP1386
 PP1386;                    North         East     Units Scale Factor Converg.
 PP1386;SPC MN S     -   307,083.519   840,237.380   MT  0.99994187   +0 21 24.7
 PP1386;SPC MN S     - 1,007,489.85  2,756,678.80   sFT  0.99994187   +0 21 24.7
 PP1386;UTM  15      - 4,967,804.363   461,220.441   MT  0.99961849   -0 20 46.5
 PP1386
 PP1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1386!SPC MN S     -   0.99996156  x   0.99994187  =   0.99990343
 PP1386!UTM  15      -   0.99996156  x   0.99961849  =   0.99958006
 PP1386
 PP1386                          SUPERSEDED SURVEY CONTROL
 PP1386
 PP1386  NAD 83(1986)-  44 51 45.35465(N)    093 29 27.09009(W) AD(       ) 3
 PP1386  NAD 27      -  44 51 45.48684(N)    093 29 26.25887(W) AD(       ) 3
 PP1386  NGVD 29 (??/??/??)  277.35   (m)          909.9    (f) RESET       3  
 PP1386
 PP1386.Superseded values are not recommended for survey control.
 PP1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1386.See file dsdata.txt to determine how the superseded data were derived.
 PP1386
 PP1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6122067804(NAD 83)
 PP1386
 PP1386_MARKER: DB = BENCH MARK DISK
 PP1386_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1386_STAMPING: 2701 B RESET 1971
 PP1386_MARK LOGO: MNHD  
 PP1386_PROJECTION: RECESSED 76 CENTIMETERS
 PP1386_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1386+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 PP1386
 PP1386  HISTORY     - Date     Condition        Report By
 PP1386  HISTORY     - 1971     MONUMENTED       MNHD
 PP1386  HISTORY     - 1976     GOOD             MNDT
 PP1386  HISTORY     - 1983     GOOD             MNDT
 PP1386  HISTORY     - 19921103 GOOD             MNDT
 PP1386  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1386  HISTORY     - 20070723 GOOD             MNDT
 PP1386
 PP1386                          STATION DESCRIPTION
 PP1386
 PP1386'DESCRIBED BY MN HIGHWAY DEPT 1971
 PP1386'IN EDEN PRAIRIE.
 PP1386'MARK IS LOCATED IN EDEN PRAIRIE, 3.1 MILES WEST ALONG T.H. 5, FROM THE
 PP1386'JUNCTION OF T.H. 5 AND FAI 494, 2.05 MILES EAST OF T.H. 101, 0.3 MILES
 PP1386'WEST OF COUNTY ROAD 4, 61 FEET SOUTH OF AND ABOUT LEVEL WITH THE T.H.
 PP1386'5 CENTERLINE, 41 FEET EAST OF A DRIVEWAY, 1 FOOT NORTH OF A STEEL
 PP1386'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 PP1386'THE GROUND.  SE 1/4 SECTION 8, T 116N, R 22W.
 PP1386
 PP1386                          STATION RECOVERY (1976)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1386'MARK IS LOCATED IN EDEN PRAIRIE, 3.1 MILES WEST ALONG T.H. 5, FROM
 PP1386'THE JUNCTION OF T.H. 5 AND FAI 494, 2.05 MILES EAST OF TH 101, 0.3
 PP1386'MILES WEST OF CSAH 4, 61 FT. SOUTH OF AND ABOUT LEVEL WITH THE TH 5
 PP1386'CENTERLINE, 41 FT. EAST OF A DRIVEWAY, 1 FOOT NORTH OF A STEEL
 PP1386'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH
 PP1386'THE GROUND.
 PP1386
 PP1386                          STATION RECOVERY (1983)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1386'MARK IS IN THE SOUTHEAST QUARTER OF SECTION 8, T 116 N, R 22 W, IN
 PP1386'EDEN PRAIRIE, 3.1 MILES WEST ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION
 PP1386'WITH TRUNK HIGHWAY 494, 2.05 MILES EAST OF TRUNK HIGHWAY 101, 0.3
 PP1386'MILE WEST OF COUNTY ROAD 4, 61 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 PP1386'CENTERLINE OF TRUNK HIGHWAY 5, AT MILEPOINT 47.7, 41 FEET EAST OF THE
 PP1386'CENTER OF A DRIVEWAY, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST. THE
 PP1386'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2701 B RESET 1971---,
 PP1386'IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS
 PP1386'FLUSH WITH THE SURFACE OF THE GROUND.
 PP1386
 PP1386                          STATION RECOVERY (1992)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1386'RECOVERED AS DESCRIBED AND IS 1450 FT (442.0 M) WEST OF CO RD 4.
 PP1386
 PP1386                          STATION RECOVERY (2003)
 PP1386
 PP1386'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1386'MARK NOT FOUND.
 PP1386
 PP1386                          STATION RECOVERY (2007)
 PP1386
 PP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1386'THE MARK IS LOCATED ABOUT 4.6 MI (7.5 KM) SOUTHEAST OF EXCELSIOR, 4.5
 PP1386'MI (7.3 KM) SOUTH-SOUTHWEST OF HOPKINS AND 1.1 MI (1.8 KM)
 PP1386'WEST-NORTHWEST OF EDEN PRAIRIE. TO REACH TO THE MARK GO 3.1 MILES WEST
 PP1386'ALONG TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND
 PP1386'INTERSTATE HIGHWAY 494, 2 MILES EAST OF TRUNK HIGHWAY 101, 0.25 MILES
 PP1386'WEST OF COUNTY ROAD 4, 61 FEET SOUTH OF TRUNK HIGHWAY 5, AT TRUNK
 PP1386'HIGHWAY 5 MILE POINT 47.7, 41 FEET EAST OF DRIVEWAY, 1.0 FEET NORTH OF
 PP1386'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1140 ***********************************************************************
 PP1140  DESIGNATION -  2701 C
 PP1140  PID         -  PP1140
 PP1140  STATE/COUNTY-  MN/HENNEPIN
 PP1140  COUNTRY     -  US
 PP1140  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1140
 PP1140                         *CURRENT SURVEY CONTROL
 PP1140  ______________________________________________________________________
 PP1140* NAD 83(2007) POSITION- 44 51 42.71011(N) 093 28 37.79462(W)   ADJUSTED  
 PP1140* NAD 83(2007) ELLIP HT-   245.354 (meters)        (10/05/09)   ADJUSTED
 PP1140* NAD 83(2007) EPOCH   -  2002.00
 PP1140* NAVD 88 ORTHO HEIGHT -   272.189  (meters)     893.01  (feet) ADJUSTED  
 PP1140  ______________________________________________________________________
 PP1140  NAD 83(2007) X  -   -274,663.318 (meters)                     COMP
 PP1140  NAD 83(2007) Y  - -4,520,269.635 (meters)                     COMP
 PP1140  NAD 83(2007) Z  -  4,476,653.525 (meters)                     COMP
 PP1140  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 PP1140  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 PP1140  DYNAMIC HEIGHT  -        272.182 (meters)      892.98  (feet) COMP
 PP1140  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 PP1140
 PP1140  HORZ ORDER      -  FIRST
 PP1140  VERT ORDER      -  SECOND    CLASS I
 PP1140  ELLP ORDER      -  THIRD     CLASS II
 PP1140
 PP1140.The horizontal coordinates were established by GPS observations
 PP1140.and adjusted by the MN DEPT OF TRANSP in October 2009.
 PP1140
 PP1140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1140.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1140
 PP1140.The horizontal coordinates are valid at the epoch date displayed above
 PP1140.which is a decimal equivalence of Year/Month/Day.
 PP1140
 PP1140.The orthometric height was determined by differential leveling and
 PP1140.adjusted in June 1991.
 PP1140
 PP1140.Photographs are available for this station.
 PP1140
 PP1140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1140
 PP1140.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1140
 PP1140.The ellipsoidal height was determined by GPS observations
 PP1140.and is referenced to NAD 83.
 PP1140
 PP1140.The dynamic height is computed by dividing the NAVD 88
 PP1140.geopotential number by the normal gravity value computed on the
 PP1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1140.degrees latitude (g = 980.6199 gals.).
 PP1140
 PP1140.The modeled gravity was interpolated from observed gravity values.
 PP1140
 PP1140. The following values were computed from the NAD 83(2007) position.
 PP1140
 PP1140;                    North         East     Units Scale Factor Converg.
 PP1140;SPC MN S     -   307,008.560   841,320.118   MT  0.99994179   +0 21 59.3
 PP1140;SPC MN S     - 1,007,243.92  2,760,231.09   sFT  0.99994179   +0 21 59.3
 PP1140;UTM  15      - 4,967,716.152   462,301.827   MT  0.99961747   -0 20 11.7
 PP1140
 PP1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1140!SPC MN S     -   0.99996153  x   0.99994179  =   0.99990332
 PP1140!UTM  15      -   0.99996153  x   0.99961747  =   0.99957902
 PP1140
 PP1140                          SUPERSEDED SURVEY CONTROL
 PP1140
 PP1140  NAVD 88 (10/05/09)  272.19   (m)          893.0    (f) LEVELING    3  
 PP1140  NGVD 29 (??/??/92)  272.134  (m)          892.83   (f) ADJ UNCH    2 1
 PP1140
 PP1140.Superseded values are not recommended for survey control.
 PP1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1140.See file dsdata.txt to determine how the superseded data were derived.
 PP1140
 PP1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6230167716(NAD 83)
 PP1140
 PP1140_MARKER: DB = BENCH MARK DISK
 PP1140_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1140_STAMPING: 2701 C 1967
 PP1140_MARK LOGO: MNHD  
 PP1140_PROJECTION: RECESSED 30 CENTIMETERS
 PP1140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1140+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 PP1140
 PP1140  HISTORY     - Date     Condition        Report By
 PP1140  HISTORY     - 19670401 MONUMENTED       MNHD
 PP1140  HISTORY     - 1971     GOOD             MNDT
 PP1140  HISTORY     - 1983     GOOD             MNDT
 PP1140  HISTORY     - 19921103 GOOD             MNDT
 PP1140  HISTORY     - 19991207 MARK NOT FOUND   USPSQD
 PP1140  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1140  HISTORY     - 20060712 GOOD             MNDT
 PP1140  HISTORY     - 20060925 GOOD             MNDT
 PP1140  HISTORY     - 20070723 GOOD             MNDT
 PP1140  HISTORY     - 20080401 GOOD             MNDT
 PP1140
 PP1140                          STATION DESCRIPTION
 PP1140
 PP1140'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1140'IN EDEN PRAIRIE.
 PP1140'EDEN PRAIRIE TO CHASKA, 2.4 MILES WEST ALONG T.H. 5 FROM THE JUNCTION
 PP1140'OF T.H. 5 AND FAI 494, 0.4 MILES EAST OF COUNTY ROAD 4, 300 FEET WEST
 PP1140'OF THE T.H. 5 RAILROAD BRIDGE, 70 FEET NORTH OF THE T.H. 5 CENTERLINE,
 PP1140'68.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 PP1140'BUILDING, 28 FEET WEST OF A DRIVEWAY CENTERLINE, 0.5 FEET SOUTH OF A
 PP1140'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT, SET FLUSH
 PP1140'WITH THE GROUND.  SW 1/4, SEC 9, T 116N, R 22W.
 PP1140
 PP1140                          STATION RECOVERY (1983)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1140'THE SOUTHWEST QUARTER OF SECTION 9, T 116 N, R 22 W, 2.4 MILES WEST
 PP1140'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 494, 0.4
 PP1140'MILE EAST OF COUNTY ROAD 4, 300 FEET WEST OF THE TRUNK HIGHWAY 5
 PP1140'RAILROAD BRIDGE, 74 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 5
 PP1140'AT MILEPOINT 48.4, 68.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PP1140'CONCRETE BLOCK BUILDING, 28 FEET WEST OF THE CENTERLINE OF A
 PP1140'DRIVEWAY, AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST. THE MARK, A
 PP1140'STANDARD MNDT BENCH MARK DISK STAMPED ---2701 C 1967---, IS SET IN
 PP1140'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE MONUMENT THAT IS BURIED 1.0
 PP1140'FOOT BELOW THE SURFACE OF THE GROUND.
 PP1140
 PP1140                          STATION RECOVERY (1992)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1140'IN EDEN PRAIRIE, 2.4 MI (3.9 KM) WEST OF JCT TH 5 AND FAI 494, 0.4 MI
 PP1140'(0.6 KM) EAST OF CO RD 4, 125.0 FT (38.1 M) NORTH OF WB TH 5, AT TH 5
 PP1140'MP 48.4, 68.5 FT (20.9 M) SW OF THE SW COR OF A BLOCK BLDG, 108 FT
 PP1140'(32.9 M) EAST OF HIGH TENSION POLE NO 8, 0.5 FT (15.2 CM) SOUTH OF A
 PP1140'WIT POST.
 PP1140
 PP1140                          STATION RECOVERY (1999)
 PP1140
 PP1140'RECOVERY NOTE BY US POWER SQUADRON 1999
 PP1140'MARK NOT FOUND.
 PP1140
 PP1140                          STATION RECOVERY (2003)
 PP1140
 PP1140'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1140'RAILROAD BRIDGE IS GONE.
 PP1140
 PP1140                          STATION RECOVERY (2006)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PP1140'AT EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 5 AND
 PP1140'INTERSTATE HIGHWAY 494, 0.4 MILES EAST OF COUNTY ROAD 4, 0.2 MILE
 PP1140'NORTHEAST ON VENTURE LANE FROM JUNCTION OF TRUNK HIGHWAY 5, 125 FEET
 PP1140'NORTH OF WESTBOUND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILEPOINT 48.4,
 PP1140'10.8 FEET EAST OF HIGH TENSION POWER POLE NUMBER 8, 68.5 FEET
 PP1140'SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING, 47.8 FEET SOUTH OF
 PP1140'VENTURE LANE, 0.5 FOOT SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2006)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 PP1140'IN EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 5 AND
 PP1140'INTERSTATE HIGHWAY 494, 0.4 MILE EAST OF COUNTY ROAD 4, 0.2 MILE
 PP1140'NORTHEAST ON VENTURE LANE FROM JUNCTION OF TRUNK HIGHWAY 5, 125 FEET
 PP1140'NORTH OF WESTBOUND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILEPOINT 48.4,
 PP1140'10.8 FEET EAST OF HIGH TENSION POWER POLE NUMBER 8, 68.5 FEET
 PP1140'SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING, 47.8 FEET SOUTH OF
 PP1140'VENTURE LANE, 0.5 FOOT SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2007)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1140'THE MARK IS LOCATED ABOUT 5.0 MI (8.1 KM) NORTH-NORTHEAST OF SHAKOPEE,
 PP1140'4.4 MI (7.1 KM) SOUTH OF HOPKINS AND 0.6 MI (0.9 KM) NORTH-NORTHWEST
 PP1140'OF EDEN PRAIRIE.
 PP1140' 
 PP1140'TO REACH TO THE MARK FROM EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF
 PP1140'TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY 494, 0.4 MILES EAST OF COUNTY
 PP1140'ROAD 4, 0.2 MILE NORTHEAST ON VENTURE LANE FROM JUNCTION OF TRUNK
 PP1140'HIGHWAY 5, 125 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 5, AT TRUNK
 PP1140'HIGHWAY 5 MILE POINT 48.4, 10.8 FEET EAST OF HIGH TENSION POWER POLE
 PP1140'NUMBER 8, 68.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING,
 PP1140'0.5 FEET SOUTH OF WITNESS POST.
 PP1140
 PP1140                          STATION RECOVERY (2008)
 PP1140
 PP1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1140'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1140'THE MARK IS IN EDEN PRAIRIE, 2.4 MILES WEST OF JUNCTION OF TRUNK
 PP1140'HIGHWAY 5 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 5 MILEPOINT
 PP1140'48.4, 0.4 MILE EAST OF COUNTY ROAD 4, 0.2 MILE NORTHEAST ON VENTURE
 PP1140'LANE FROM JUNCTION OF TRUNK HIGHWAY 5, 125 FEET NORTH OF WESTBOUND
 PP1140'TRUNK HIGHWAY 5, 10.8 FEET EAST OF HIGH TENSION POWER POLE NUMBER 8,
 PP1140'68.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF BLOCK BUILDING, 47.8 FEET
 PP1140'SOUTH OF VENTURE LANE, 0.5 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1144 ***********************************************************************
 PP1144  DESIGNATION -  2701 E
 PP1144  PID         -  PP1144
 PP1144  STATE/COUNTY-  MN/HENNEPIN
 PP1144  COUNTRY     -  US
 PP1144  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1144
 PP1144                         *CURRENT SURVEY CONTROL
 PP1144  ______________________________________________________________________
 PP1144* NAD 83(1986) POSITION- 44 51 44.     (N) 093 26 03.     (W)   SCALED    
 PP1144* NAVD 88 ORTHO HEIGHT -   269.813  (meters)     885.21  (feet) ADJUSTED  
 PP1144  ______________________________________________________________________
 PP1144  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 PP1144  DYNAMIC HEIGHT  -        269.807 (meters)      885.19  (feet) COMP
 PP1144  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 PP1144
 PP1144  VERT ORDER      -  SECOND    CLASS 0
 PP1144
 PP1144.The horizontal coordinates were scaled from a topographic map and have
 PP1144.an estimated accuracy of +/- 6 seconds.
 PP1144.
 PP1144.The orthometric height was determined by differential leveling and
 PP1144.adjusted in November 1999.
 PP1144
 PP1144.No vertical observational check was made to the station.
 PP1144
 PP1144.The dynamic height is computed by dividing the NAVD 88
 PP1144.geopotential number by the normal gravity value computed on the
 PP1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1144.degrees latitude (g = 980.6199 gals.).
 PP1144
 PP1144.The modeled gravity was interpolated from observed gravity values.
 PP1144
 PP1144;                    North         East    Units  Estimated Accuracy
 PP1144;SPC MN S     -   307,070.      844,720.      MT  (+/- 180 meters Scaled)
 PP1144
 PP1144                          SUPERSEDED SURVEY CONTROL
 PP1144
 PP1144  NAVD 88 (06/15/91)  269.817  (m)          885.22   (f) SUPERSEDED  2 0
 PP1144  NGVD 29 (??/??/92)  269.764  (m)          885.05   (f) ADJ UNCH    2 0
 PP1144
 PP1144.Superseded values are not recommended for survey control.
 PP1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1144.See file dsdata.txt to determine how the superseded data were derived.
 PP1144
 PP1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK656677(NAD 83)
 PP1144
 PP1144_MARKER: DD = SURVEY DISK
 PP1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1144_STAMPING: 2701-E 1970
 PP1144_MARK LOGO: MNHD  
 PP1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1144+STABILITY: SURFACE MOTION
 PP1144
 PP1144  HISTORY     - Date     Condition        Report By
 PP1144  HISTORY     - 1970     MONUMENTED       MNDT
 PP1144  HISTORY     - 1983     MARK NOT FOUND   MNDT
 PP1144  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 PP1144
 PP1144                          STATION DESCRIPTION
 PP1144
 PP1144'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1144'IN EDEN PRAIRIE.
 PP1144'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 0.25 MILES SOUTHWEST
 PP1144'OF THE JCT. OF FAI 494 AND T.H. 5, 0.1 MILE SOUTH OF T.H. 5 (NEW), 250
 PP1144'FEET WEST OF THE SOUTHWEST CORNER OF A FENCE (WOVEN WIRE), 75 FEET
 PP1144'NORTH OF T.H. 5 (OLD) CENTERLINE STATION 1281 + 15, 1 FOOT SOUTH OF A
 PP1144'STEEL WITNESS POST ON AN EAST-WEST FENCELINE, IN A 6 FOOT PRE-CAST
 PP1144'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 11, T
 PP1144'116N, R 22W.
 PP1144
 PP1144                          STATION RECOVERY (1983)
 PP1144
 PP1144'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1144'MARK NOT FOUND.
 PP1144
 PP1144                          STATION RECOVERY (2007)
 PP1144
 PP1144'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1144'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1387 ***********************************************************************
 PP1387  DESIGNATION -  2701 J
 PP1387  PID         -  PP1387
 PP1387  STATE/COUNTY-  MN/HENNEPIN
 PP1387  COUNTRY     -  US
 PP1387  USGS QUAD   -  SHAKOPEE (1993)
 PP1387
 PP1387                         *CURRENT SURVEY CONTROL
 PP1387  ______________________________________________________________________
 PP1387* NAD 83(1986) POSITION- 44 51 44.95   (N) 093 30 02.09   (W)   HD_HELD1  
 PP1387* NAVD 88 ORTHO HEIGHT -   271.218  (meters)     889.82  (feet) ADJUSTED  
 PP1387  ______________________________________________________________________
 PP1387  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PP1387  DYNAMIC HEIGHT  -        271.212 (meters)      889.80  (feet) COMP
 PP1387  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 PP1387
 PP1387  VERT ORDER      -  SECOND    CLASS 0
 PP1387
 PP1387.The horizontal coordinates were established by differentially corrected
 PP1387.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1387.
 PP1387.The orthometric height was determined by differential leveling and
 PP1387.adjusted in June 1991.
 PP1387
 PP1387.Photographs are available for this station.
 PP1387
 PP1387.The dynamic height is computed by dividing the NAVD 88
 PP1387.geopotential number by the normal gravity value computed on the
 PP1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1387.degrees latitude (g = 980.6199 gals.).
 PP1387
 PP1387.The modeled gravity was interpolated from observed gravity values.
 PP1387
 PP1387;                    North         East    Units  Estimated Accuracy
 PP1387;SPC MN S     -   307,066.1     839,469.2     MT  (+/- 3 meters HH1 GPS) 
 PP1387
 PP1387                          SUPERSEDED SURVEY CONTROL
 PP1387
 PP1387  NGVD 29 (??/??/92)  271.164  (m)          889.64   (f) ADJ UNCH    2 0
 PP1387
 PP1387.Superseded values are not recommended for survey control.
 PP1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1387.See file dsdata.txt to determine how the superseded data were derived.
 PP1387
 PP1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6045267796(NAD 83)
 PP1387
 PP1387_MARKER: DB = BENCH MARK DISK
 PP1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1387_STAMPING: 2701 J 1970
 PP1387_MARK LOGO: MNHD  
 PP1387_PROJECTION: FLUSH
 PP1387_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PP1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1387+STABILITY: SURFACE MOTION
 PP1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1387+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 PP1387
 PP1387  HISTORY     - Date     Condition        Report By
 PP1387  HISTORY     - 1970     MONUMENTED       MNHD
 PP1387  HISTORY     - 1971     GOOD             MNDT
 PP1387  HISTORY     - 1973     GOOD             LOCSUR
 PP1387  HISTORY     - 1983     GOOD             MNDT
 PP1387  HISTORY     - 19921103 GOOD             MNDT
 PP1387  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 PP1387  HISTORY     - 20070723 GOOD             MNDT
 PP1387
 PP1387                          STATION DESCRIPTION
 PP1387
 PP1387'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1387'1.6 MI E FROM CHANHASSEN.
 PP1387'MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 5 FROM THE JUNCTION OF T.H.
 PP1387'5 AND T.H. 101 IN CHANHASSEN, 0.7 MILES WEST OF COUNTY ROAD 4, AT THE
 PP1387'NORTHWEST CORNER OF MITCHELL LAKE, 71 FEET SOUTH OF AND 2 FEET LOWER
 PP1387'THAN THE T.H. 5 CENTERLINE AT MILE MARKER 47.3, 26 FEET NORTH OF A 14
 PP1387'INCH ELM TREE, 28 FEET EAST OF A 24 INCH ELM TREE (TWIN) 1 FOOT NORTH
 PP1387'OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2
 PP1387'INCHES BELOW GROUND LEVEL.  SW 1/4 SECTION 8, T 116N, R 22W.
 PP1387
 PP1387                          STATION RECOVERY (1973)
 PP1387
 PP1387'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1387'THE MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 5 FROM THE JUNCTION OF
 PP1387'T.H. 5 AND T.H. 101 IN CHANHASSEN, 0.7 MILES WEST OF COUNTY RD 4, AT
 PP1387'THE NORTHEAST CORNER OF MITCHELL LAKE. IT IS 71 FEET SOUTH AND 2 FEET
 PP1387'LOWER THAN THE T.H. 5 CENTERLINE, 26 FEET NORTH OF A 14 INCH ELM
 PP1387'TREE, AND 28 FEET EAST OF A 24 INCH ELM TREE (TWIN). IT IS 1 FOOT
 PP1387'NORTH OF STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT
 PP1387'SET 2 INCHES BELOW GROUND LEVEL.
 PP1387
 PP1387                          STATION RECOVERY (1983)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 PP1387'THE SOUTHWEST QUARTER OF SECTION 8, T 116 N, R 22 W, 1.6 MILES EAST
 PP1387'ALONG TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN
 PP1387'CHANHASSEN, AT THE NORHTWEST CORNER OF MITCHELL LAKE, 71 FEET SOUTH
 PP1387'OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 5 AT
 PP1387'MILEPOINT 47.25, 26 FEET NORTH OF A 14 INCH DIAMETER ELM TREE, 28
 PP1387'FEET EAST OF A 24 INCH DIAMETER ELM TREE, AND 1.5 FEET
 PP1387'NORTH-NORTHWEST OF A STEEL WITNESS POST. THE MARK, A STANDARD MNDT
 PP1387'BENCH MARK DISK STAMPED---2701 J 1970---, IS SET IN THE TOP OF A 6
 PP1387'FOOT LONG PRECAST CONCRETE MONUMENT THAT IS BURIED 2 INCHES BELOW THE
 PP1387'SURFACE OF THE GROUND.
 PP1387
 PP1387                          STATION RECOVERY (1992)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1387'RECOVERED IN GOOD CONDITION. NOTE-- ADDITIONS, 80.0 FT (24.4 M) SOUTH
 PP1387'OF TH 5, 1.5 FT (0.5 M) NW OF WIT POST.
 PP1387
 PP1387                          STATION RECOVERY (2003)
 PP1387
 PP1387'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 PP1387'MARK NOT FOUND.
 PP1387
 PP1387                          STATION RECOVERY (2007)
 PP1387
 PP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1387'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTH-NORTHEAST OF SHAKOPEE,
 PP1387'4.3 MI (6.9 KM) SOUTHEAST OF EXCELSIOR AND 1.6 MI (2.5 KM)
 PP1387'WEST-NORTHWEST OF EDEN PRAIRIE.
 PP1387' 
 PP1387'TO REACH TO THE MARK GO 0.7 MILES WEST OF COUNTY ROAD 4, 80 FEET SOUTH
 PP1387'OF TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILE POINT 47.3, AT NORTHEAST
 PP1387'CORNER OF MITCHELL LAKE, 26 FEET NORTH OF 14 INCH ELM TREE, 1.5 FEET
 PP1387'NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE2852 ***********************************************************************
 AE2852  DESIGNATION -  2701 L
 AE2852  PID         -  AE2852
 AE2852  STATE/COUNTY-  MN/HENNEPIN
 AE2852  COUNTRY     -  US
 AE2852  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE2852
 AE2852                         *CURRENT SURVEY CONTROL
 AE2852  ______________________________________________________________________
 AE2852* NAD 83(1986) POSITION- 44 51 45.     (N) 093 26 34.     (W)   SCALED    
 AE2852* NAVD 88 ORTHO HEIGHT -   260.192  (meters)     853.65  (feet) ADJUSTED  
 AE2852  ______________________________________________________________________
 AE2852  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 AE2852  DYNAMIC HEIGHT  -        260.186 (meters)      853.63  (feet) COMP
 AE2852  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AE2852
 AE2852  VERT ORDER      -  SECOND    CLASS I
 AE2852
 AE2852.The horizontal coordinates were scaled from a topographic map and have
 AE2852.an estimated accuracy of +/- 6 seconds.
 AE2852.
 AE2852.The orthometric height was determined by differential leveling and
 AE2852.adjusted in November 1999.
 AE2852
 AE2852.Photographs are available for this station.
 AE2852
 AE2852.The dynamic height is computed by dividing the NAVD 88
 AE2852.geopotential number by the normal gravity value computed on the
 AE2852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE2852.degrees latitude (g = 980.6199 gals.).
 AE2852
 AE2852.The modeled gravity was interpolated from observed gravity values.
 AE2852
 AE2852;                    North         East    Units  Estimated Accuracy
 AE2852;SPC MN S     -   307,100.      844,040.      MT  (+/- 180 meters Scaled)
 AE2852
 AE2852                          SUPERSEDED SURVEY CONTROL
 AE2852
 AE2852.No superseded survey control is available for this station.
 AE2852
 AE2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK650677(NAD 83)
 AE2852
 AE2852_MARKER: DV = VERTICAL CONTROL DISK
 AE2852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE2852_STAMPING: 2701 L 1983
 AE2852_MARK LOGO: MNDT  
 AE2852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE2852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2852+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AE2852
 AE2852  HISTORY     - Date     Condition        Report By
 AE2852  HISTORY     - 1983     MONUMENTED       MNDT
 AE2852  HISTORY     - 19930205 GOOD             MNDT
 AE2852  HISTORY     - 20030725 MARK NOT FOUND   USPSQD
 AE2852  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 AE2852
 AE2852                          STATION DESCRIPTION
 AE2852
 AE2852'DESCRIBED BY MN DEPT OF TRANSP 1983 (OCO)
 AE2852'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 0.7 MILE WEST ALONG
 AE2852'TRUNK HIGHWAY 5 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IS
 AE2852'IN THE SE 1/4 OF SECTION 10, T116N, R22W.  THE MARK IS 93.5 FEET
 AE2852'NORTHWEST OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 5
 AE2852'AT MILEPOINT 50.1, 118.5 FEET SOUTHEAST OF THE CENTERLINE OF PLAZA
 AE2852'DRIVE, 4 FEET SOUTHWEST OF A POWER POLE AND 0.7 FOOT SOUTH OF A STEEL
 AE2852'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE2852'DISK STAMPED---2701 L 1983---, IS FASTENED TO THE TOP OF 13 FEET OF
 AE2852'ALUMINUM ALLOY ROD THAT IS DRIVEN TO REFUSAL AND IS FLUSH WITH THE
 AE2852'SURFACE OF THE GROUND.
 AE2852
 AE2852                          STATION RECOVERY (1993)
 AE2852
 AE2852'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 AE2852'RECOVERED AS DESCRIBED.
 AE2852
 AE2852                          STATION RECOVERY (2003)
 AE2852
 AE2852'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE2852'THERE ARE FENCED IN POWER TOWERS BUT NO POWER POLES.
 AE2852
 AE2852                          STATION RECOVERY (2007)
 AE2852
 AE2852'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE2852'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5189 ***********************************************************************
 AE5189  DESIGNATION -  2701 M
 AE5189  PID         -  AE5189
 AE5189  STATE/COUNTY-  MN/HENNEPIN
 AE5189  COUNTRY     -  US
 AE5189  USGS QUAD   -  SHAKOPEE (1993)
 AE5189
 AE5189                         *CURRENT SURVEY CONTROL
 AE5189  ______________________________________________________________________
 AE5189* NAD 83(1986) POSITION- 44 51 43.90   (N) 093 30 39.43   (W)   HD_HELD1  
 AE5189* NAVD 88 ORTHO HEIGHT -   282.267  (meters)     926.07  (feet) ADJUSTED  
 AE5189  ______________________________________________________________________
 AE5189  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AE5189  DYNAMIC HEIGHT  -        282.262 (meters)      926.05  (feet) COMP
 AE5189  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 AE5189
 AE5189  VERT ORDER      -  SECOND    CLASS I
 AE5189
 AE5189.The horizontal coordinates were established by differentially corrected
 AE5189.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5189.
 AE5189.The orthometric height was determined by differential leveling and
 AE5189.adjusted in November 1999.
 AE5189
 AE5189.Photographs are available for this station.
 AE5189
 AE5189.The dynamic height is computed by dividing the NAVD 88
 AE5189.geopotential number by the normal gravity value computed on the
 AE5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5189.degrees latitude (g = 980.6199 gals.).
 AE5189
 AE5189.The modeled gravity was interpolated from observed gravity values.
 AE5189
 AE5189;                    North         East    Units  Estimated Accuracy
 AE5189;SPC MN S     -   307,028.8     838,649.7     MT  (+/- 3 meters HH1 GPS) 
 AE5189
 AE5189                          SUPERSEDED SURVEY CONTROL
 AE5189
 AE5189.No superseded survey control is available for this station.
 AE5189
 AE5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5963267769(NAD 83)
 AE5189
 AE5189_MARKER: DV = VERTICAL CONTROL DISK
 AE5189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5189_SP_SET: CONCRETE FOUNDATION
 AE5189_STAMPING: 2701 M 1992
 AE5189_MARK LOGO: MNDT  
 AE5189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5189+STABILITY: SURFACE MOTION
 AE5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5189+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AE5189
 AE5189  HISTORY     - Date     Condition        Report By
 AE5189  HISTORY     - 1992     MONUMENTED       MNDT
 AE5189  HISTORY     - 20030714 GOOD             USPSQD
 AE5189  HISTORY     - 20070723 GOOD             MNDT
 AE5189
 AE5189                          STATION DESCRIPTION
 AE5189
 AE5189'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5189'1.0 MI (1.6 KM) EAST OF CHANHASSEN, 1.0 MI (1.6 KM) EAST ALONG TH 5
 AE5189'FROM THE JCT OF TH 5 AND TH 101, AT TH 5 MP 46.75, 81.5 FT (24.8 M)
 AE5189'NORTH OF WB TH 5, 91.5 FT (27.9 M) EAST OF NB DELL RD, 2.6 FT (0.8 M)
 AE5189'SOUTH OF A HIGH TENSION POLE.
 AE5189
 AE5189                          STATION RECOVERY (2003)
 AE5189
 AE5189'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5189'RECOVERED IN GOOD CONDITION.
 AE5189
 AE5189                          STATION RECOVERY (2007)
 AE5189
 AE5189'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5189'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF SHAKOPEE, 3.9 MI
 AE5189'(6.3 KM) SOUTHEAST OF EXCELSIOR AND 2.0 MI (3.3 KM) WEST-NORTHWEST OF
 AE5189'EDEN PRAIRIE.   TO REACH TO THE MARK GO 1.0 MILES EAST OF CHANHASSEN,
 AE5189'1.0 MILES EAST ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5
 AE5189'AND TRUNK HIGHWAY 101, AT TRUNK HIGHWAY 5 MILE POINT 46.75, IN SOUTH
 AE5189'SIDE OF CONCRETE BASE OF POWER LINE POLE 25, 81.5 FEET NORTH OF
 AE5189'WESTBOUND TRUNK HIGHWAY 5, 91.5 FEET EAST OF NORTHBOUND DELL ROAD, 2.6
 AE5189'FEET SOUTH OF HIGH TENSION POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5190 ***********************************************************************
 AE5190  DESIGNATION -  2701 N
 AE5190  PID         -  AE5190
 AE5190  STATE/COUNTY-  MN/HENNEPIN
 AE5190  COUNTRY     -  US
 AE5190  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5190
 AE5190                         *CURRENT SURVEY CONTROL
 AE5190  ______________________________________________________________________
 AE5190* NAD 83(1986) POSITION- 44 51 44.97   (N) 093 29 05.47   (W)   HD_HELD1  
 AE5190* NAVD 88 ORTHO HEIGHT -   268.882  (meters)     882.16  (feet) ADJUSTED  
 AE5190  ______________________________________________________________________
 AE5190  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AE5190  DYNAMIC HEIGHT  -        268.875 (meters)      882.13  (feet) COMP
 AE5190  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 AE5190
 AE5190  VERT ORDER      -  SECOND    CLASS I
 AE5190
 AE5190.The horizontal coordinates were established by differentially corrected
 AE5190.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5190.
 AE5190.The orthometric height was determined by differential leveling and
 AE5190.adjusted in November 1999.
 AE5190
 AE5190.Photographs are available for this station.
 AE5190
 AE5190.The dynamic height is computed by dividing the NAVD 88
 AE5190.geopotential number by the normal gravity value computed on the
 AE5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5190.degrees latitude (g = 980.6199 gals.).
 AE5190
 AE5190.The modeled gravity was interpolated from observed gravity values.
 AE5190
 AE5190;                    North         East    Units  Estimated Accuracy
 AE5190;SPC MN S     -   307,074.5     840,712.1     MT  (+/- 3 meters HH1 GPS) 
 AE5190
 AE5190                          SUPERSEDED SURVEY CONTROL
 AE5190
 AE5190.No superseded survey control is available for this station.
 AE5190
 AE5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6169467789(NAD 83)
 AE5190
 AE5190_MARKER: DV = VERTICAL CONTROL DISK
 AE5190_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE5190+WITH SETTING: PAVEMENT
 AE5190_SP_SET: SLAB
 AE5190_STAMPING: 2701 N 1992
 AE5190_MARK LOGO: MNDT  
 AE5190_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5190+STABILITY: SURFACE MOTION
 AE5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5190+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 AE5190
 AE5190  HISTORY     - Date     Condition        Report By
 AE5190  HISTORY     - 1992     MONUMENTED       MNDT
 AE5190  HISTORY     - 20030714 GOOD             USPSQD
 AE5190  HISTORY     - 20070723 GOOD             MNDT
 AE5190  HISTORY     - 20080401 GOOD             MNDT
 AE5190
 AE5190                          STATION DESCRIPTION
 AE5190
 AE5190'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE5190'2.25 MI (3.62 KM) EAST OF CHANHASSEN, 106.5 FT (32.5 M) EAST OF NB CO
 AE5190'RD 4, 87.5 FT (26.7 M) NORTH OF WB TH 5, AT TH 5 MP 47.9, 2.5 FT (0.8
 AE5190'M) SW OF HIGH TENSION POLE NO 12.
 AE5190
 AE5190                          STATION RECOVERY (2003)
 AE5190
 AE5190'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5190'RECOVERED IN GOOD CONDITION.
 AE5190
 AE5190                          STATION RECOVERY (2007)
 AE5190
 AE5190'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5190'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5190'4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF HOPKINS AND 0.9 MI (1.4 KM)
 AE5190'NORTHWEST OF EDEN PRAIRIE.
 AE5190' 
 AE5190'TO REACH TO THE MARK GO 2.25 MILES EAST OF CHANHASSEN, 106.5 FEET EAST
 AE5190'OF NORTHBOUND COUNTY ROAD 4, 87.5 FEET NORTH OF WESTBOUND TRUNK
 AE5190'HIGHWAY 5, AT TRUNK HIGHWAY 5 MILE POINT 47.9, 2.5 FEET SOUTHWEST OF
 AE5190'HIGH TENSION POLE NUMBER 12.
 AE5190
 AE5190                          STATION RECOVERY (2008)
 AE5190
 AE5190'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5190'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5191 ***********************************************************************
 AE5191  DESIGNATION -  2701 P
 AE5191  PID         -  AE5191
 AE5191  STATE/COUNTY-  MN/HENNEPIN
 AE5191  COUNTRY     -  US
 AE5191  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5191
 AE5191                         *CURRENT SURVEY CONTROL
 AE5191  ______________________________________________________________________
 AE5191* NAD 83(1986) POSITION- 44 51 42.69   (N) 093 28 37.94   (W)   HD_HELD1  
 AE5191* NAVD 88 ORTHO HEIGHT -   272.508  (meters)     894.05  (feet) ADJUSTED  
 AE5191  ______________________________________________________________________
 AE5191  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AE5191  DYNAMIC HEIGHT  -        272.501 (meters)      894.03  (feet) COMP
 AE5191  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 AE5191
 AE5191  VERT ORDER      -  SECOND    CLASS I
 AE5191
 AE5191.The horizontal coordinates were established by differentially corrected
 AE5191.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5191.
 AE5191.The orthometric height was determined by differential leveling and
 AE5191.adjusted in November 1999.
 AE5191
 AE5191.Photographs are available for this station.
 AE5191
 AE5191.The dynamic height is computed by dividing the NAVD 88
 AE5191.geopotential number by the normal gravity value computed on the
 AE5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5191.degrees latitude (g = 980.6199 gals.).
 AE5191
 AE5191.The modeled gravity was interpolated from observed gravity values.
 AE5191
 AE5191;                    North         East    Units  Estimated Accuracy
 AE5191;SPC MN S     -   307,007.9     841,316.9     MT  (+/- 3 meters HH1 GPS) 
 AE5191
 AE5191                          SUPERSEDED SURVEY CONTROL
 AE5191
 AE5191.No superseded survey control is available for this station.
 AE5191
 AE5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6229867715(NAD 83)
 AE5191
 AE5191_MARKER: DD = SURVEY DISK
 AE5191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE5191_SP_SET: HIGH TENSION POLE BASE
 AE5191_STAMPING: 2701 P 1993
 AE5191_MARK LOGO: MNDT  
 AE5191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5191+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 AE5191
 AE5191  HISTORY     - Date     Condition        Report By
 AE5191  HISTORY     - 19930401 MONUMENTED       MNDT
 AE5191  HISTORY     - 20030714 GOOD             USPSQD
 AE5191  HISTORY     - 20070723 GOOD             MNDT
 AE5191  HISTORY     - 20080401 GOOD             MNDT
 AE5191
 AE5191                          STATION DESCRIPTION
 AE5191
 AE5191'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5191'AT EDEN PRAIRIE, 2.4 MI (3.9 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5191'AND FAI 494, AT TH 5 MP 48.4, 124.0 FT (37.8 M) NORTH OF WB TH 5, 73.0
 AE5191'FT (22.3 M) SSW OF THE SW COR OF A BLOCK BLDG, ON THE SOUTH SIDE OF
 AE5191'THE BASE OF HIGH TENSION POLE NO 8, 10.8 FT (3.3 M) WEST OF A WIT
 AE5191'POST.
 AE5191
 AE5191                          STATION RECOVERY (2003)
 AE5191
 AE5191'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5191'RECOVERED IN GOOD CONDITION.
 AE5191
 AE5191                          STATION RECOVERY (2007)
 AE5191
 AE5191'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5191'THE MARK IS LOCATED ABOUT 5.0 MI (8.1 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5191'4.4 MI (7.1 KM) SOUTH OF HOPKINS AND 0.6 MI (0.9 KM) NORTH-NORTHWEST
 AE5191'OF EDEN PRAIRIE.
 AE5191' 
 AE5191'TO REACH TO THE MARK FROM EDEN PRAIRIE, 2.4 MILES WEST ALONG TRUNK
 AE5191'HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY 494,
 AE5191'AT TRUNK HIGHWAY 5 MILE POINT 48.4, 124.0 FEET NORTH OF WESTBOUND
 AE5191'TRUNK HIGHWAY 5, 73.0 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF
 AE5191'BLOCK BUILDING, IN SOUTH SIDE OF BASE OF HIGH TENSION POLE NUMBER 8,
 AE5191'10.8 FEET WEST OF WITNESS POST.
 AE5191
 AE5191                          STATION RECOVERY (2008)
 AE5191
 AE5191'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5191'THE STATION IS LOCATED AT EDEN PRAIRIE.
 AE5191' 
 AE5191'TO REACH THE MARK GO 2.4 MI (3.9 KM) WEST ALONG TRUNK HIGHWAY 5 FROM
 AE5191'THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY 494, AT TRUNK
 AE5191'HIGHWAY 5 MILE POINT 48.4.
 AE5191' 
 AE5191'IT IS 124.0 FT (37.8 M) NORTH OF WESTBOUND TRUNK HIGHWAY 5, 48.9 FT
 AE5191'(14.9 M) SOUTH OF VENTURE LANE, IN SOUTH SIDE OF BASE OF HIGH TENSION
 AE5191'POLE NUMBER 8, 10.8 FT (3.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5192 ***********************************************************************
 AE5192  DESIGNATION -  2701 Q
 AE5192  PID         -  AE5192
 AE5192  STATE/COUNTY-  MN/HENNEPIN
 AE5192  COUNTRY     -  US
 AE5192  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5192
 AE5192                         *CURRENT SURVEY CONTROL
 AE5192  ______________________________________________________________________
 AE5192* NAD 83(1986) POSITION- 44 51 46.     (N) 093 28 09.     (W)   SCALED    
 AE5192* NAVD 88 ORTHO HEIGHT -   258.252  (meters)     847.28  (feet) ADJUSTED  
 AE5192  ______________________________________________________________________
 AE5192  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 AE5192  DYNAMIC HEIGHT  -        258.246 (meters)      847.26  (feet) COMP
 AE5192  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 AE5192
 AE5192  VERT ORDER      -  SECOND    CLASS I
 AE5192
 AE5192.The horizontal coordinates were scaled from a topographic map and have
 AE5192.an estimated accuracy of +/- 6 seconds.
 AE5192.
 AE5192.The orthometric height was determined by differential leveling and
 AE5192.adjusted in November 1999.
 AE5192
 AE5192.Photographs are available for this station.
 AE5192
 AE5192.The dynamic height is computed by dividing the NAVD 88
 AE5192.geopotential number by the normal gravity value computed on the
 AE5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5192.degrees latitude (g = 980.6199 gals.).
 AE5192
 AE5192.The modeled gravity was interpolated from observed gravity values.
 AE5192
 AE5192;                    North         East    Units  Estimated Accuracy
 AE5192;SPC MN S     -   307,110.      841,950.      MT  (+/- 180 meters Scaled)
 AE5192
 AE5192                          SUPERSEDED SURVEY CONTROL
 AE5192
 AE5192.No superseded survey control is available for this station.
 AE5192
 AE5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK629678(NAD 83)
 AE5192
 AE5192_MARKER: DD = SURVEY DISK
 AE5192_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5192_SP_SET: CONCRETE FOUNDATION
 AE5192_STAMPING: 2701 Q 1993
 AE5192_MARK LOGO: MNDT  
 AE5192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5192+STABILITY: SURFACE MOTION
 AE5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5192+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 AE5192
 AE5192  HISTORY     - Date     Condition        Report By
 AE5192  HISTORY     - 1993     MONUMENTED       MNDT
 AE5192  HISTORY     - 20030714 GOOD             USPSQD
 AE5192  HISTORY     - 20070723 GOOD             MNDT
 AE5192  HISTORY     - 20080520 GOOD             MNDT
 AE5192
 AE5192                          STATION DESCRIPTION
 AE5192
 AE5192'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5192'IN EDEN PRAIRIE, 2.1 MI (3.4 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5192'AND FAI 494, AT TH 5 MP 48.7, THEN 600.0 FT (182.9 M) NORTH ALONG
 AE5192'MARTIN DRIVE, 94.0 FT (28.7 M) WEST OF MARTIN DR, 31.0 FT (9.4 M) NNE
 AE5192'OF A P-POLE, 44.2 FT (13.5 M) SSE OF THE SE COR OF THE FENCE AROUND A
 AE5192'SUB STATION, ON THE EAST SIDE OF BASE OF HIGH TENSION POLE NO 2.
 AE5192
 AE5192                          STATION RECOVERY (2003)
 AE5192
 AE5192'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5192'RECOVERED IN GOOD CONDITION.
 AE5192
 AE5192                          STATION RECOVERY (2007)
 AE5192
 AE5192'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5192'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5192'4.3 MI (6.9 KM) SOUTH OF HOPKINS AND 0.6 MI (0.9 KM) NORTH OF EDEN
 AE5192'PRAIRIE.   TO REACH TO THE MARK FROM EDEN PRAIRIE, GO 2.1 MILES WEST
 AE5192'ALONG TRUNK HIGHWAY 5 FROM JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 AE5192'HIGHWAY 494, THEN 600 FEET NORTH ON MARTIN DRIVE, 94.0 FEET WEST OF
 AE5192'MARTIN DRIVE, 31.0 FEET NORTH-NORTHEAST OF POWER POLE, 44.2 FEET
 AE5192'SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF FENCE AROUND SUB-STATION, IN
 AE5192'EAST SIDE OF BASE OF HIGH TENSION POLE NUMBER 2.
 AE5192
 AE5192                          STATION RECOVERY (2008)
 AE5192
 AE5192'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 AE5192'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTH-NORTHEAST OF SHAKOPEE,
 AE5192'4.3 MI (6.9 KM) SOUTH OF HOPKINS AND 0.6 MI (1.0 KM) NORTH OF EDEN
 AE5192'PRAIRIE.
 AE5192' 
 AE5192'TO REACH TO THE MARK FROM EDEN PRAIRIE, GO 2.1 MI (3.4 KM) WEST ALONG
 AE5192'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 AE5192'HIGHWAY 494, THEN 600 FT (182.9 M) NORTH ON MARTIN DRIVE, 94.0 FT
 AE5192'(28.7 M) WEST OF MARTIN DRIVE, 31.0 FT (9.4 M) NORTH-NORTHEAST OF
 AE5192'POWER POLE, 44.2 FT (13.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 AE5192'OF A FENCE AROUND SUB-STATION, IN EAST SIDE OF BASE OF HIGH TENSION
 AE5192'POLE NUMBER 2.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5193 ***********************************************************************
 AE5193  DESIGNATION -  2701 R
 AE5193  PID         -  AE5193
 AE5193  STATE/COUNTY-  MN/HENNEPIN
 AE5193  COUNTRY     -  US
 AE5193  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5193
 AE5193                         *CURRENT SURVEY CONTROL
 AE5193  ______________________________________________________________________
 AE5193* NAD 83(1986) POSITION- 44 51 38.02   (N) 093 27 34.74   (W)   HD_HELD1  
 AE5193* NAVD 88 ORTHO HEIGHT -   266.247  (meters)     873.51  (feet) ADJUSTED  
 AE5193  ______________________________________________________________________
 AE5193  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 AE5193  DYNAMIC HEIGHT  -        266.241 (meters)      873.49  (feet) COMP
 AE5193  MODELED GRAVITY -    980,585.0   (mgal)                       NAVD 88
 AE5193
 AE5193  VERT ORDER      -  SECOND    CLASS I
 AE5193
 AE5193.The horizontal coordinates were established by differentially corrected
 AE5193.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5193.
 AE5193.The orthometric height was determined by differential leveling and
 AE5193.adjusted in November 1999.
 AE5193
 AE5193.Photographs are available for this station.
 AE5193
 AE5193.The dynamic height is computed by dividing the NAVD 88
 AE5193.geopotential number by the normal gravity value computed on the
 AE5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5193.degrees latitude (g = 980.6199 gals.).
 AE5193
 AE5193.The modeled gravity was interpolated from observed gravity values.
 AE5193
 AE5193;                    North         East    Units  Estimated Accuracy
 AE5193;SPC MN S     -   306,872.8     842,705.3     MT  (+/- 3 meters HH1 GPS) 
 AE5193
 AE5193                          SUPERSEDED SURVEY CONTROL
 AE5193
 AE5193.No superseded survey control is available for this station.
 AE5193
 AE5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6368467563(NAD 83)
 AE5193
 AE5193_MARKER: DD = SURVEY DISK
 AE5193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE5193_SP_SET: RETAINING WALL
 AE5193_STAMPING: 2701 R 1993
 AE5193_MARK LOGO: MNDT  
 AE5193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5193+STABILITY: SURFACE MOTION
 AE5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5193+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2008
 AE5193
 AE5193  HISTORY     - Date     Condition        Report By
 AE5193  HISTORY     - 1993     MONUMENTED       MNDT
 AE5193  HISTORY     - 20030714 GOOD             USPSQD
 AE5193  HISTORY     - 20070723 GOOD             MNDT
 AE5193  HISTORY     - 20080403 GOOD             MNDT
 AE5193
 AE5193                          STATION DESCRIPTION
 AE5193
 AE5193'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5193'IN EDEN PRAIRIE, 1.6 MI (2.6 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5193'AND FAI 494, THEN 500.0 FT (152.4 M) SOUTH ALONG MITCHELL RD, 92.5 FT
 AE5193'(28.2 M) EAST OF MITCHELL RD, 10.1 FT (3.1 M) EAST OF A FLAG POLE,
 AE5193'14.8 FT (4.5 M) WEST OF THE NW COR OF THE EDEN PRAIRE WATER PLANT
 AE5193'BLDG.
 AE5193
 AE5193                          STATION RECOVERY (2003)
 AE5193
 AE5193'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAP)
 AE5193'FLAG POLE IS RELOCATED TO FRONT OF NEW BUILDING. STATION IS STILL 14.8
 AE5193'FT WEST OF OLD WATER PLANT.
 AE5193
 AE5193                          STATION RECOVERY (2007)
 AE5193
 AE5193'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5193'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHEAST OF SHAKOPEE, 4.5
 AE5193'MI (7.2 KM) SOUTH OF HOPKINS AND 0.7 MI (1.1 KM) NORTHEAST OF EDEN
 AE5193'PRAIRIE.
 AE5193' 
 AE5193'TO REACH TO THE MARK FROM PRAIRIE, GO 1.6 MI (2.6 KM) WEST ALONG TRUNK
 AE5193'HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE HIGHWAY
 AE5193'494, THEN 500 FT (152.4 M) SOUTH ON MITCHELL ROAD, 92.5 FT (28.2 M)
 AE5193'EAST OF MITCHELL ROAD, 14.8 FT (4.5 M) WEST OF THE NORTHWEST CORNER OF
 AE5193'EDEN PRAIRIE WATER PLANT BUILDING, IN CONCRETE RETAINING WALL
 AE5193'(BUILDING IS FENCED IN).
 AE5193
 AE5193                          STATION RECOVERY (2008)
 AE5193
 AE5193'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5194 ***********************************************************************
 AE5194  DESIGNATION -  2701 S
 AE5194  PID         -  AE5194
 AE5194  STATE/COUNTY-  MN/HENNEPIN
 AE5194  COUNTRY     -  US
 AE5194  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE5194
 AE5194                         *CURRENT SURVEY CONTROL
 AE5194  ______________________________________________________________________
 AE5194* NAD 83(1986) POSITION- 44 51 37.56   (N) 093 26 56.55   (W)   HD_HELD1  
 AE5194* NAVD 88 ORTHO HEIGHT -   252.861  (meters)     829.59  (feet) ADJUSTED  
 AE5194  ______________________________________________________________________
 AE5194  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 AE5194  DYNAMIC HEIGHT  -        252.855 (meters)      829.58  (feet) COMP
 AE5194  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 AE5194
 AE5194  VERT ORDER      -  SECOND    CLASS I
 AE5194
 AE5194.The horizontal coordinates were established by differentially corrected
 AE5194.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5194.
 AE5194.The orthometric height was determined by differential leveling and
 AE5194.adjusted in November 1999.
 AE5194
 AE5194.Photographs are available for this station.
 AE5194
 AE5194.The dynamic height is computed by dividing the NAVD 88
 AE5194.geopotential number by the normal gravity value computed on the
 AE5194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5194.degrees latitude (g = 980.6199 gals.).
 AE5194
 AE5194.The modeled gravity was interpolated from observed gravity values.
 AE5194
 AE5194;                    North         East    Units  Estimated Accuracy
 AE5194;SPC MN S     -   306,864.2     843,543.8     MT  (+/- 3 meters HH1 GPS) 
 AE5194
 AE5194                          SUPERSEDED SURVEY CONTROL
 AE5194
 AE5194.No superseded survey control is available for this station.
 AE5194
 AE5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6452267544(NAD 83)
 AE5194
 AE5194_MARKER: DD = SURVEY DISK
 AE5194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE5194_SP_SET: BOX CULVERT
 AE5194_STAMPING: 2701 S 1993
 AE5194_MARK LOGO: MNDT  
 AE5194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5194+STABILITY: SURFACE MOTION
 AE5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5194+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 AE5194
 AE5194  HISTORY     - Date     Condition        Report By
 AE5194  HISTORY     - 1993     MONUMENTED       MNDT
 AE5194  HISTORY     - 20070723 GOOD             MNDT
 AE5194  HISTORY     - 20080401 GOOD             MNDT
 AE5194
 AE5194                          STATION DESCRIPTION
 AE5194
 AE5194'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE5194'AT EDEN PRAIRIE, 1.0 MI (1.6 KM) WEST ALONG TH 5 FROM THE JCT OF TH 5
 AE5194'AND FAI 4 94, AT TH 5 MP 49.75, 56.0 FT (17.1 M) SOUTH OF EB TH 5,
 AE5194'48.0 FT (14.6 M) EAST OF A P-POLE, 0.5 FT (15.2 CM) WEST OF THE SE
 AE5194'CORNER OF A BOX CULVERT.
 AE5194
 AE5194                          STATION RECOVERY (2007)
 AE5194
 AE5194'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5194'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTHEAST OF SHAKOPEE, 4.5
 AE5194'MI (7.2 KM) SOUTH OF HOPKINS AND 1.1 MI (1.8 KM) EAST-NORTHEAST OF
 AE5194'EDEN PRAIRIE.
 AE5194' 
 AE5194'TO REACH TO THE MARK FROM EDEN PRAIRIE, GO 1.0 MI (1.6 KM) WEST ALONG
 AE5194'TRUNK HIGHWAY 5 FROM THE JUNCTION OF TRUNK HIGHWAY 5 AND INTERSTATE
 AE5194'HIGHWAY 494, AT TRUNK HIGHWAY 5 MILE POINT 49.75, IN SOUTHEAST CORNER
 AE5194'OF TRUNK HIGHWAY 5 BOX CULVERT, 56.0 FT (17.1 M) SOUTH OF EASTBOUND
 AE5194'TRUNK HIGHWAY 5, 0.5 FT (0.2 M) WEST OF THE SOUTHEAST CORNER OF BOX
 AE5194'CULVERT.
 AE5194
 AE5194                          STATION RECOVERY (2008)
 AE5194
 AE5194'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE5194'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1933 ***********************************************************************
 PP1933  DESIGNATION -  2704 A
 PP1933  PID         -  PP1933
 PP1933  STATE/COUNTY-  MN/HENNEPIN
 PP1933  COUNTRY     -  US
 PP1933  USGS QUAD   -  WATERTOWN (1993)
 PP1933
 PP1933                         *CURRENT SURVEY CONTROL
 PP1933  ______________________________________________________________________
 PP1933* NAD 83(1986) POSITION- 44 54 10.1    (N) 093 45 11.8    (W)   HD_HELD2  
 PP1933* NAVD 88 ORTHO HEIGHT -   290.329  (meters)     952.52  (feet) ADJUSTED  
 PP1933  ______________________________________________________________________
 PP1933  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1933  DYNAMIC HEIGHT  -        290.313 (meters)      952.47  (feet) COMP
 PP1933  MODELED GRAVITY -    980,554.1   (mgal)                       NAVD 88
 PP1933
 PP1933  VERT ORDER      -  SECOND    CLASS I
 PP1933
 PP1933.The horizontal coordinates were established by autonomous hand held GPS
 PP1933.observations and have an estimated accuracy of +/- 10 meters.
 PP1933.
 PP1933.The orthometric height was determined by differential leveling and
 PP1933.adjusted in June 1991.
 PP1933
 PP1933.Photographs are available for this station.
 PP1933
 PP1933.The dynamic height is computed by dividing the NAVD 88
 PP1933.geopotential number by the normal gravity value computed on the
 PP1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1933.degrees latitude (g = 980.6199 gals.).
 PP1933
 PP1933.The modeled gravity was interpolated from observed gravity values.
 PP1933
 PP1933;                    North         East    Units  Estimated Accuracy
 PP1933;SPC MN S     -   311,455.      819,485.      MT  (+/- 10 meters HH2 GPS)
 PP1933
 PP1933                          SUPERSEDED SURVEY CONTROL
 PP1933
 PP1933  NGVD 29 (??/??/92)  290.244  (m)          952.24   (f) ADJ UNCH    2 0
 PP1933
 PP1933.Superseded values are not recommended for survey control.
 PP1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1933.See file dsdata.txt to determine how the superseded data were derived.
 PP1933
 PP1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4052972429(NAD 83)
 PP1933
 PP1933_MARKER: DB = BENCH MARK DISK
 PP1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1933_STAMPING: 2704 A 1948
 PP1933_MARK LOGO: MNHD  
 PP1933_PROJECTION: FLUSH
 PP1933_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1933+STABILITY: SURFACE MOTION
 PP1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1933+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 PP1933
 PP1933  HISTORY     - Date     Condition        Report By
 PP1933  HISTORY     - 1948     MONUMENTED       MNHD
 PP1933  HISTORY     - 1972     GOOD             MNDT
 PP1933  HISTORY     - 1973     GOOD             LOCSUR
 PP1933  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1933  HISTORY     - 20021015 GOOD             USPSQD
 PP1933  HISTORY     - 20050104 GOOD             MNDT
 PP1933  HISTORY     - 20061028 GOOD             USPSQD
 PP1933  HISTORY     - 20070730 GOOD             MNDT
 PP1933
 PP1933                          STATION DESCRIPTION
 PP1933
 PP1933'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1933'0.4 MI W FROM ST BONIFACIUS.
 PP1933'0.4 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1933'ROAD 92 IN ST. BONIFACIUS, 0.7 MILES EAST OF THE CARVER - HENNEPIN
 PP1933'COUNTY LINE, 79 FEET NORTH OF THE CENTERLINE OF T.H. 7 AT MILE POINT
 PP1933'172.7, (STATION 1623+74), 54 FEET NORTH OF THE NORTH END OF A CULVERT,
 PP1933'1 FOOT SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 PP1933'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE 1/4, SEC 31, T 117, R
 PP1933'24.
 PP1933
 PP1933                          STATION RECOVERY (1973)
 PP1933
 PP1933'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1933'THE MARK IS LOCATED 0.3 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF
 PP1933'T.H. 7 AND COUNTY ROAD 92. IT IS 79 FEET NORTH OF T.H. 7 AND 54 FEET
 PP1933'NORTHEAST OF THE NORTH END OF A CULVERT. IT IS 1 FOOT SOUTH OF A
 PP1933'STEEL WITNESS POST, IN A PRE-CAST CONCRETE MONUMENT SET 2 INCHES
 PP1933'ABOVE GROUND.
 PP1933
 PP1933                          STATION RECOVERY (1985)
 PP1933
 PP1933'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1933'MARK NOT FOUND.
 PP1933
 PP1933                          STATION RECOVERY (2002)
 PP1933
 PP1933'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1933'RECOVERED IN GOOD CONDITION.
 PP1933
 PP1933                          STATION RECOVERY (2005)
 PP1933
 PP1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1933'RECOVERED AS DESCRIBED.
 PP1933
 PP1933                          STATION RECOVERY (2006)
 PP1933
 PP1933'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1933'RECOVERED IN GOOD CONDITION.
 PP1933
 PP1933                          STATION RECOVERY (2007)
 PP1933
 PP1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1933'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTHWEST OF VICTORIA, 4.9
 PP1933'MI (7.9 KM) WEST-SOUTHWEST OF MOUND AND 3.9 MI (6.3 KM)
 PP1933'NORTH-NORTHEAST OF WACONIA.
 PP1933' 
 PP1933'TO REACH TO THE MARK GO 0.3 MI (0.5 KM) WEST ALONG TRUNK HIGHWAY 7
 PP1933'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT SAINT
 PP1933'BONIFACIUS, AT TRUNK HIGHWAY 7 MILE POINT 172.75, 79 FT (24.1 M) NORTH
 PP1933'OF TRUNK HIGHWAY 7, 54 FT (16.5 M) NORTHEAST OF NORTH END OF CULVERT,
 PP1933'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1938 ***********************************************************************
 PP1938  DESIGNATION -  2704 B
 PP1938  PID         -  PP1938
 PP1938  STATE/COUNTY-  MN/HENNEPIN
 PP1938  COUNTRY     -  US
 PP1938  USGS QUAD   -  MOUND (1993)
 PP1938
 PP1938                         *CURRENT SURVEY CONTROL
 PP1938  ______________________________________________________________________
 PP1938* NAD 83(2007) POSITION- 44 54 00.50421(N) 093 43 56.52363(W)   ADJUSTED  
 PP1938* NAD 83(2007) ELLIP HT-   261.754 (meters)        (02/25/11)   ADJUSTED
 PP1938* NAD 83(2007) EPOCH   -  2002.00
 PP1938* NAVD 88 ORTHO HEIGHT -   288.847  (meters)     947.66  (feet) ADJUSTED  
 PP1938  ______________________________________________________________________
 PP1938  NAD 83(2007) X  -   -294,599.731 (meters)                     COMP
 PP1938  NAD 83(2007) Y  - -4,516,017.757 (meters)                     COMP
 PP1938  NAD 83(2007) Z  -  4,479,679.211 (meters)                     COMP
 PP1938  LAPLACE CORR    -          6.26  (seconds)                    DEFLEC09
 PP1938  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1938  DYNAMIC HEIGHT  -        288.833 (meters)      947.61  (feet) COMP
 PP1938  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 PP1938
 PP1938  HORZ ORDER      -  FIRST
 PP1938  VERT ORDER      -  SECOND    CLASS I
 PP1938  ELLP ORDER      -  SECOND    CLASS I
 PP1938
 PP1938.The horizontal coordinates were established by GPS observations
 PP1938.and adjusted by the MN DEPT OF TRANSP in February 2011.
 PP1938
 PP1938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1938.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1938
 PP1938.The horizontal coordinates are valid at the epoch date displayed above
 PP1938.which is a decimal equivalence of Year/Month/Day.
 PP1938
 PP1938.The orthometric height was determined by differential leveling and
 PP1938.adjusted in June 1991.
 PP1938
 PP1938.Photographs are available for this station.
 PP1938
 PP1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1938
 PP1938.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1938
 PP1938.The ellipsoidal height was determined by GPS observations
 PP1938.and is referenced to NAD 83.
 PP1938
 PP1938.The dynamic height is computed by dividing the NAVD 88
 PP1938.geopotential number by the normal gravity value computed on the
 PP1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1938.degrees latitude (g = 980.6199 gals.).
 PP1938
 PP1938.The modeled gravity was interpolated from observed gravity values.
 PP1938
 PP1938. The following values were computed from the NAD 83(2007) position.
 PP1938
 PP1938;                    North         East     Units Scale Factor Converg.
 PP1938;SPC MN S     -   311,164.386   821,137.410   MT  0.99994622   +0 11 15.3
 PP1938;SPC MN S     - 1,020,878.49  2,694,014.99   sFT  0.99994622   +0 11 15.3
 PP1938;UTM  15      - 4,972,118.184   442,178.040   MT  0.99964111   -0 31 01.1
 PP1938
 PP1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1938!SPC MN S     -   0.99995896  x   0.99994622  =   0.99990518
 PP1938!UTM  15      -   0.99995896  x   0.99964111  =   0.99960009
 PP1938
 PP1938                          SUPERSEDED SURVEY CONTROL
 PP1938
 PP1938  NAVD 88 (02/25/11)  288.85   (m)          947.7    (f) LEVELING    3  
 PP1938  NGVD 29 (??/??/92)  288.764  (m)          947.39   (f) ADJ UNCH    2 0
 PP1938
 PP1938.Superseded values are not recommended for survey control.
 PP1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1938.See file dsdata.txt to determine how the superseded data were derived.
 PP1938
 PP1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4217872118(NAD 83)
 PP1938
 PP1938_MARKER: DD = SURVEY DISK
 PP1938_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1938_STAMPING: 2704 B 1948
 PP1938_MARK LOGO: MNHD  
 PP1938_PROJECTION: RECESSED 10 CENTIMETERS
 PP1938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1938+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2008
 PP1938
 PP1938  HISTORY     - Date     Condition        Report By
 PP1938  HISTORY     - 19480401 MONUMENTED       MNHD
 PP1938  HISTORY     - 1972     GOOD             MNDT
 PP1938  HISTORY     - 1973     GOOD             LOCSUR
 PP1938  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1938  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP1938  HISTORY     - 20060511 GOOD             MNDT
 PP1938  HISTORY     - 20070730 GOOD             MNDT
 PP1938  HISTORY     - 20080402 GOOD             MNDT
 PP1938
 PP1938                          STATION DESCRIPTION
 PP1938
 PP1938'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1938'0.75 MI E FROM ST BONIFACIUS.
 PP1938'0.75 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1938'ROAD 92 IN ST. BONIFACIUS, 0.1 MILE EAST OF SIX MILE CREEK, 0.05 MILES
 PP1938'NORTHWEST OF A SERVICE STATION (PHILLIPS 66), 72 FEET SOUTH OF THE
 PP1938'CENTERLINE OF T.H. 7 AT MILE POINT 173.8 (STATION 1679+78), 40 FEET
 PP1938'EAST OF THE CENTER OF A TOWNSHIP ROAD, 1 FOOT NORTH OF A STEEL WITNESS
 PP1938'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 4 INCHES BELOW
 PP1938'GROUND.  NE 1/4, SEC 32, T 117, R 24.
 PP1938
 PP1938                          STATION RECOVERY (1973)
 PP1938
 PP1938'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1938'RECOVERED IN GOOD CONDITION.
 PP1938
 PP1938                          STATION RECOVERY (1985)
 PP1938
 PP1938'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1938'MARK NOT FOUND.
 PP1938
 PP1938                          STATION RECOVERY (2002)
 PP1938
 PP1938'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1938'NEW CONSTRUCTION, MARKER LIKELY BURIED
 PP1938
 PP1938                          STATION RECOVERY (2006)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 PP1938'RECOVERED AS DESCRIBED.
 PP1938
 PP1938                          STATION RECOVERY (2007)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1938'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF VICTORIA, 4.3
 PP1938'MI (6.9 KM) NORTHEAST OF WACONIA AND 4.1 MI (6.6 KM) SOUTHWEST OF
 PP1938'MOUND.
 PP1938' 
 PP1938'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) EAST FROM SAINT BONIFACIUS,
 PP1938'0.75 MI (1.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 PP1938'ROAD 92 AT SAINT BONIFACIUS, 0.1 MI (0.2 KM) EAST OF 6 MI (9.7 KM)
 PP1938'CREEK, 72 FT (21.9 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 PP1938'MILE POINT 173.8, 40 FT (12.2 M) EAST OF TOWNSHIP ROAD, 9.0 FT (2.7 M)
 PP1938'EAST OF CABLE PEDESTAL NUMBER D33, D14, AND D25, 1.0 FT (0.3 M) NORTH
 PP1938'OF A WITNESS POST.
 PP1938
 PP1938                          STATION RECOVERY (2008)
 PP1938
 PP1938'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1938'THE MARK IS 0.8 MILE EAST OF SAINT BONIFACIUS, 0.8 MILE EAST ALONG
 PP1938'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 PP1938'92 (MAIN STREET) IN SAINT BONIFACIUS, AT TRUNK HIGHWAY 7 MILEPOINT
 PP1938'173.8, 0.1 MILE EAST OF SIX MILE CREEK, 72.0 FEET SOUTH OF TRUNK
 PP1938'HIGHWAY 7, 40 FEET EAST OF SIX MILES CREEK ROAD, 9.0 FEET EAST OF
 PP1938'CABLE PEDESTAL NUMBER D33, D14, AND D25, 1.0 FOOT NORTH OF WITNESS
 PP1938'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1940 ***********************************************************************
 PP1940  DESIGNATION -  2704 C
 PP1940  PID         -  PP1940
 PP1940  STATE/COUNTY-  MN/HENNEPIN
 PP1940  COUNTRY     -  US
 PP1940  USGS QUAD   -  MOUND (1993)
 PP1940
 PP1940                         *CURRENT SURVEY CONTROL
 PP1940  ______________________________________________________________________
 PP1940* NAD 83(1986) POSITION- 44 53 40.7    (N) 093 42 47.1    (W)   HD_HELD2  
 PP1940* NAVD 88 ORTHO HEIGHT -   304.027  (meters)     997.46  (feet) ADJUSTED  
 PP1940  ______________________________________________________________________
 PP1940  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PP1940  DYNAMIC HEIGHT  -        304.014 (meters)      997.42  (feet) COMP
 PP1940  MODELED GRAVITY -    980,564.8   (mgal)                       NAVD 88
 PP1940
 PP1940  VERT ORDER      -  SECOND    CLASS I
 PP1940
 PP1940.The horizontal coordinates were established by autonomous hand held GPS
 PP1940.observations and have an estimated accuracy of +/- 10 meters.
 PP1940.
 PP1940.The orthometric height was determined by differential leveling and
 PP1940.adjusted in February 2009.
 PP1940
 PP1940.Photographs are available for this station.
 PP1940
 PP1940.The dynamic height is computed by dividing the NAVD 88
 PP1940.geopotential number by the normal gravity value computed on the
 PP1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1940.degrees latitude (g = 980.6199 gals.).
 PP1940
 PP1940.The modeled gravity was interpolated from observed gravity values.
 PP1940
 PP1940;                    North         East    Units  Estimated Accuracy
 PP1940;SPC MN S     -   310,558.      822,663.      MT  (+/- 10 meters HH2 GPS)
 PP1940
 PP1940                          SUPERSEDED SURVEY CONTROL
 PP1940
 PP1940  NAVD 88 (06/15/91)  304.019  (m)          997.44   (f) SUPERSEDED  2 0
 PP1940  NGVD 29 (??/??/92)  303.939  (m)          997.17   (f) ADJ UNCH    2 0
 PP1940
 PP1940.Superseded values are not recommended for survey control.
 PP1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1940.See file dsdata.txt to determine how the superseded data were derived.
 PP1940
 PP1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4369571493(NAD 83)
 PP1940
 PP1940_MARKER: DB = BENCH MARK DISK
 PP1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1940_STAMPING: 2704 C 1968
 PP1940_MARK LOGO: MNHD  
 PP1940_PROJECTION: FLUSH
 PP1940_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1940+STABILITY: SURFACE MOTION
 PP1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1940+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 PP1940
 PP1940  HISTORY     - Date     Condition        Report By
 PP1940  HISTORY     - 1968     MONUMENTED       MNHD
 PP1940  HISTORY     - 1972     GOOD             MNDT
 PP1940  HISTORY     - 1978     GOOD             LOCSUR
 PP1940  HISTORY     - 1978     GOOD             MNDT
 PP1940  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1940  HISTORY     - 20021015 GOOD             USPSQD
 PP1940  HISTORY     - 20060511 GOOD             MNDT
 PP1940  HISTORY     - 20061028 GOOD             USPSQD
 PP1940  HISTORY     - 20070730 GOOD             MNDT
 PP1940
 PP1940                          STATION DESCRIPTION
 PP1940
 PP1940'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1940'1.6 MI ESE FROM ST BONIFACIUS.
 PP1940'1.7 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1940'ROAD 92 IN ST. BONIFACIUS, 0.7 MILES NORTHWEST OF COUNTY ROAD 11, 67
 PP1940'FEET SOUTH OF THE CENTERLINE OF T.H. 7 (STATION 1733+19), 50 FEET EAST
 PP1940'OF A FARM ENTRANCE, 40 FEET WEST OF A FARM ENTRANCE, 1 FOOT NORTH OF A
 PP1940'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 PP1940'WITH THE GROUND.  SE 1/4, SEC 33, T 117, R 24.
 PP1940
 PP1940                          STATION RECOVERY (1978)
 PP1940
 PP1940'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 PP1940'THE MARK IS 1.7 MILES EAST MEASURED ALONG T.H. 7 FROM THE JUNCTION OF
 PP1940'T.H. 7 AND C.S.A.H. 92 IN ST.BONIFACIUS. IT IS 0.5 MILES NORTHWEST OF
 PP1940'CARVER COUNTY ROAD 11, 67 FEET SOUTH OF THE CENTERLINE OF T.H. 7 AT
 PP1940'MILE MARKER 174.5 (STATION 1733+19), 50 FEET EAST OF A FARM ENTRANCE,
 PP1940'40 FEET WEST OF A FARM ENTRANCE. IT IS A STANDARD BENCH MARK DISK IN
 PP1940'A PRECAST RE-INFORCED CONCRETE MONUMENT SET FLUSH WITH THE GROUND. IT
 PP1940'IS 1 FOOT NORTH OF A STEEL WITNESS POST.
 PP1940
 PP1940                          STATION RECOVERY (1978)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1940'THE MARK IS LOCATED 1.2 MILES EAST OF THE TOWN OF ST BONIFACIUS 1.7
 PP1940'MILES EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY ROAD 92
 PP1940'IN ST BONIFACIUS, 0.5 MILE NORTH OF CARVER COUNTY ROAD 11 AND IS IN
 PP1940'THE SE 1/4 OF SECTION 33, T117, R24W.  THE MARK IS 67 FEET SOUTH OF
 PP1940'THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1733+19 AND MILEPOINT
 PP1940'174.5, 50 FEET EAST OF A FARM ENTRANCE, 40 FEET WEST OF ANOTHER FARM
 PP1940'ENTRANCE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP1940'STANDARD MNDT BENCH MARK DISK STAMPED---2704 C 1968---, IS SET IN THE
 PP1940'TOP OF A PRECAST REINFORCED CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH
 PP1940'WITH THE SURFACE OF THE GROUND.
 PP1940
 PP1940                          STATION RECOVERY (1985)
 PP1940
 PP1940'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1940'MARK NOT FOUND.
 PP1940
 PP1940                          STATION RECOVERY (2002)
 PP1940
 PP1940'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1940'RECOVERED IN GOOD CONDITION.
 PP1940
 PP1940                          STATION RECOVERY (2006)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 PP1940'RECOVERED AS DESCRIBED.
 PP1940
 PP1940                          STATION RECOVERY (2006)
 PP1940
 PP1940'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1940'MILEPOINT 174.15 AND THE WITNESS POST IS MARKED BM.
 PP1940
 PP1940                          STATION RECOVERY (2007)
 PP1940
 PP1940'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1940'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) NORTHEAST OF WACONIA, 3.7 MI
 PP1940'(6.0 KM) SOUTHWEST OF MOUND AND 3.6 MI (5.8 KM) NORTHWEST OF VICTORIA.
 PP1940'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) EAST-SOUTHEAST OF SAINT
 PP1940'BONIFACIUS, 1.7 MI (2.7 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7
 PP1940'AND COUNTY ROAD 92, 0.5 MI (0.8 KM) NORTHWEST OF COUNTY ROAD 11, 67 FT
 PP1940'(20.4 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1940'174.5, 50 FT (15.2 M) EAST OF FARM ENTRANCE, 40 FT (12.2 M) WEST OF
 PP1940'FARM ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7172 ***********************************************************************
 DK7172  DESIGNATION -  2704 E
 DK7172  PID         -  DK7172
 DK7172  STATE/COUNTY-  MN/HENNEPIN
 DK7172  COUNTRY     -  US
 DK7172  USGS QUAD   -  MOUND (1993)
 DK7172
 DK7172                         *CURRENT SURVEY CONTROL
 DK7172  ______________________________________________________________________
 DK7172* NAD 83(1986) POSITION- 44 54 03.70   (N) 093 44 02.19   (W)   HD_HELD1  
 DK7172* NAVD 88 ORTHO HEIGHT -   287.318  (meters)     942.64  (feet) ADJUSTED  
 DK7172  ______________________________________________________________________
 DK7172  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DK7172  DYNAMIC HEIGHT  -        287.304 (meters)      942.60  (feet) COMP
 DK7172  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 DK7172
 DK7172  VERT ORDER      -  SECOND    CLASS I
 DK7172
 DK7172.The horizontal coordinates were established by differentially corrected
 DK7172.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7172.
 DK7172.The orthometric height was determined by differential leveling and
 DK7172.adjusted in February 2009.
 DK7172
 DK7172.The dynamic height is computed by dividing the NAVD 88
 DK7172.geopotential number by the normal gravity value computed on the
 DK7172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7172.degrees latitude (g = 980.6199 gals.).
 DK7172
 DK7172.The modeled gravity was interpolated from observed gravity values.
 DK7172
 DK7172;                    North         East    Units  Estimated Accuracy
 DK7172;SPC MN S     -   311,262.6     821,012.8     MT  (+/- 3 meters HH1 GPS) 
 DK7172
 DK7172                          SUPERSEDED SURVEY CONTROL
 DK7172
 DK7172.No superseded survey control is available for this station.
 DK7172
 DK7172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4205472217(NAD 83)
 DK7172
 DK7172_MARKER: DD = SURVEY DISK
 DK7172_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7172_SP_SET: BRIDGE RAILING
 DK7172_STAMPING: 2704 E 2006
 DK7172_MARK LOGO: MNDT  
 DK7172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7172+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DK7172
 DK7172  HISTORY     - Date     Condition        Report By
 DK7172  HISTORY     - 2006     MONUMENTED       MNDT
 DK7172
 DK7172                          STATION DESCRIPTION
 DK7172
 DK7172'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7172'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF VICTORIA, 4.3
 DK7172'MI (7.0 KM) NORTHEAST OF WACONIA AND 4.1 MI (6.6 KM) SOUTHWEST OF
 DK7172'MOUND.
 DK7172' 
 DK7172'TO REACH STATION, GO 0.5 MILES EAST OF ST. BONIFACIUS, SET IN BRIDGE
 DK7172'RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 7 BRIDGE NUMBER 27R07 OVER
 DK7172'SIX MILE CREEK, 0.65 MILES EAST ALONG TRUNK HIGHWAY 7 FROM JUNCTION OF
 DK7172'TRUNK HIGHWAY 7 AND COUNTY ROAD 92 IN ST. BONIFACIUS, AT TRUNK HIGHWAY
 DK7172'7 MILEPOINT 173.65.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7171 ***********************************************************************
 DK7171  DESIGNATION -  2704 E 1
 DK7171  PID         -  DK7171
 DK7171  STATE/COUNTY-  MN/HENNEPIN
 DK7171  COUNTRY     -  US
 DK7171  USGS QUAD   -  MOUND (1993)
 DK7171
 DK7171                         *CURRENT SURVEY CONTROL
 DK7171  ______________________________________________________________________
 DK7171* NAD 83(1986) POSITION- 44 54 04.95   (N) 093 43 59.09   (W)   HD_HELD1  
 DK7171* NAVD 88 ORTHO HEIGHT -   285.474  (meters)     936.59  (feet) ADJUSTED  
 DK7171  ______________________________________________________________________
 DK7171  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DK7171  DYNAMIC HEIGHT  -        285.460 (meters)      936.55  (feet) COMP
 DK7171  MODELED GRAVITY -    980,558.6   (mgal)                       NAVD 88
 DK7171
 DK7171  VERT ORDER      -  SECOND    CLASS I
 DK7171
 DK7171.The horizontal coordinates were established by differentially corrected
 DK7171.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7171.
 DK7171.The orthometric height was determined by differential leveling and
 DK7171.adjusted in February 2009.
 DK7171
 DK7171.No vertical observational check was made to the station.
 DK7171
 DK7171.The dynamic height is computed by dividing the NAVD 88
 DK7171.geopotential number by the normal gravity value computed on the
 DK7171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7171.degrees latitude (g = 980.6199 gals.).
 DK7171
 DK7171.The modeled gravity was interpolated from observed gravity values.
 DK7171
 DK7171;                    North         East    Units  Estimated Accuracy
 DK7171;SPC MN S     -   311,301.4     821,080.7     MT  (+/- 3 meters HH1 GPS) 
 DK7171
 DK7171                          SUPERSEDED SURVEY CONTROL
 DK7171
 DK7171.No superseded survey control is available for this station.
 DK7171
 DK7171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4212272255(NAD 83)
 DK7171
 DK7171_MARKER: DV = VERTICAL CONTROL DISK
 DK7171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7171_SP_SET: BRIDGE ABUTMENT
 DK7171_STAMPING: 2704 E 1
 DK7171_MARK LOGO: MN-053
 DK7171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7171+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DK7171
 DK7171  HISTORY     - Date     Condition        Report By
 DK7171  HISTORY     - 2006     MONUMENTED       MN-053
 DK7171
 DK7171                          STATION DESCRIPTION
 DK7171
 DK7171'DESCRIBED BY HENNEPIN COUNTY MINNESOTA 2006
 DK7171'THE MARK IS LOCATED ABOUT 4.6 MI (7.4 KM) NORTHWEST OF VICTORIA, 4.4
 DK7171'MI (7.1 KM) NORTHEAST OF WACONIA AND 4.1 MI (6.6 KM) SOUTHWEST OF
 DK7171'MOUND.
 DK7171' 
 DK7171'TO REACH STATION, GO 0.5 MILES EAST OF ST. BONIFACIUS, MARK SET IN
 DK7171'ABUTMENT IN SOUTHEAST CORNER OF HIGHLAND ROAD BRIDGE NUMBER 27A76 OVER
 DK7171'SIX MILE CREEK, 0.75 MILES EAST ALONG TRUNK HIGHWAY 7 FROM JUNCTION OF
 DK7171'TRUNK HIGHWAY 7 AND COUNTY ROAD 92 IN ST. BONIFACINS, TO TRUNK HIGHWAY
 DK7171'7 MILEPOINT 173.75, THENCE 0.1 MILES NORTHWEST ON HIGHLAND ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1946 ***********************************************************************
 PP1946  DESIGNATION -  2704 F
 PP1946  PID         -  PP1946
 PP1946  STATE/COUNTY-  MN/HENNEPIN
 PP1946  COUNTRY     -  US
 PP1946  USGS QUAD   -  MOUND (1993)
 PP1946
 PP1946                         *CURRENT SURVEY CONTROL
 PP1946  ______________________________________________________________________
 PP1946* NAD 83(1986) POSITION- 44 53 28.43   (N) 093 39 54.29   (W)   HD_HELD1  
 PP1946* NAVD 88 ORTHO HEIGHT -   293.067  (meters)     961.50  (feet) ADJUSTED  
 PP1946  ______________________________________________________________________
 PP1946  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 PP1946  DYNAMIC HEIGHT  -        293.057 (meters)      961.47  (feet) COMP
 PP1946  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 PP1946
 PP1946  VERT ORDER      -  SECOND    CLASS 0
 PP1946
 PP1946.The horizontal coordinates were established by differentially corrected
 PP1946.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1946.
 PP1946.The orthometric height was determined by differential leveling and
 PP1946.adjusted in June 1991.
 PP1946
 PP1946.Photographs are available for this station.
 PP1946
 PP1946.The dynamic height is computed by dividing the NAVD 88
 PP1946.geopotential number by the normal gravity value computed on the
 PP1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1946.degrees latitude (g = 980.6199 gals.).
 PP1946
 PP1946.The modeled gravity was interpolated from observed gravity values.
 PP1946
 PP1946;                    North         East    Units  Estimated Accuracy
 PP1946;SPC MN S     -   310,193.9     826,455.7     MT  (+/- 3 meters HH1 GPS) 
 PP1946
 PP1946                          SUPERSEDED SURVEY CONTROL
 PP1946
 PP1946  NGVD 29 (??/??/92)  293.000  (m)          961.28   (f) ADJ UNCH    2 0
 PP1946
 PP1946.Superseded values are not recommended for survey control.
 PP1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1946.See file dsdata.txt to determine how the superseded data were derived.
 PP1946
 PP1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4748271082(NAD 83)
 PP1946
 PP1946_MARKER: DD = SURVEY DISK
 PP1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1946_STAMPING: 2704 F 1968
 PP1946_MARK LOGO: MNHD  
 PP1946_PROJECTION: PROJECTING 15 CENTIMETERS
 PP1946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1946+STABILITY: SURFACE MOTION
 PP1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1946+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 PP1946
 PP1946  HISTORY     - Date     Condition        Report By
 PP1946  HISTORY     - 1968     MONUMENTED       MNHD
 PP1946  HISTORY     - 1968     GOOD             MNDT
 PP1946  HISTORY     - 1978     GOOD             LOCSUR
 PP1946  HISTORY     - 1978     GOOD             MNDT
 PP1946  HISTORY     - 20000330 GOOD             USPSQD
 PP1946  HISTORY     - 20010331 GOOD             NGS
 PP1946  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PP1946  HISTORY     - 20070730 GOOD             MNDT
 PP1946
 PP1946                          STATION DESCRIPTION
 PP1946
 PP1946'DESCRIBED BY MN DEPT OF TRANSP 1968
 PP1946'5.3 MI W FROM EXCELSIOR.
 PP1946'IN THE S.E. CORNER OF SECTION 35, TOWNSHIP 117 N., RANGE 24 W.  THE
 PP1946'BENCH IS AT THE N.W. END OF ZUNBRA LAKE, 46 FEET N.W. OF A 48 INCH
 PP1946'COTTONWOOD, 79 FEET E. OF A POWER POLE, 91 FEET E. OF THE S.E. END OF
 PP1946'A CULVERT ACROSS THE HIGHWAY FROM THE OLD WATER TOWER.  THE BENCH IS
 PP1946'48 FEET RIGHT OF STATION 1863+50.  1.0 FOOT NORTH OF A STEEL WITNESS
 PP1946'POST.
 PP1946
 PP1946                          STATION RECOVERY (1978)
 PP1946
 PP1946'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1978
 PP1946'THE MARK IS 4.2 MILES EAST MEASURED ALONG T.H.7 FROM THE JUNCTION OF
 PP1946'T.H. 7 AND C.S.A.H. 92 IN ST. BONIFACIUES, NEAR THE JUNCTION OF T.H.
 PP1946'7 AND C.S.A.H. 44. IT IS NEAR THE NORTHWEST END OF ZUMBRA LAKE, 91
 PP1946'FEET EAST OF THE SOUTHEAST END OF A CULVERT, ACROSS THE HIGHWAY FROM
 PP1946'THE OLD WATER TOWER, 79 FEET EAST OF A POWER POLE, 48 FEET SOUTH OF
 PP1946'THE CENTERLINE OF T.H. 7 AT MILE MARKER 177.3 (STATION 1863+50), 46
 PP1946'FEET NORTHWEST OF A 48 INCH COTTONWOOD. IT IS A STANDARD BENCK MARK
 PP1946'DISK IN THE TOP OF A PRECAST RE-INFORCED CONCRETE POST, 6 INCHES
 PP1946'ABOVE GROUND LEVEL. IT IS 1 FOOT NORTH OF A STEEL WITNESS POST, ABOUT
 PP1946'4 FEET BELOW THE LEVEL OF THE CENTERLINE OF T.H. 7.
 PP1946
 PP1946                          STATION RECOVERY (1978)
 PP1946
 PP1946'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1946'THE MARK IS LOCATED 3 1/4 MILES EAST OF ST BONIFACIOS, 4.2 MILES
 PP1946'EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY ROAD 92
 PP1946'IN ST BONIFACIUS, NEAR THE NORTHWEST END OF ZUMBRA LAKE, NEAR THE
 PP1946'JUNCTION OF COUNTY ROAD 44 AND IN THE SE 1/4 OF SECTION 35, T117N,
 PP1946'R24W.  THE MARK IS 48 FEET SOUTH OF AND ABOUT 4 FEET LOWER THAN THE
 PP1946'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1863+50 AND MILEPOINT
 PP1946'177.3, ACROSS THE HIGHWAY FROM AN OLD WATER TOWER, 91 FEET EAST OF THE
 PP1946'SOUTHEAST END OF A CULVERT, 46 FEET NORTHWEST OF A 48 INCH COTTONWOOD
 PP1946'TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PP1946'MNDT BENCH MARK DISK STAMPED---2704 F---, IS SET IN THE TOP OF A
 PP1946'PRECAST REINFORCED CONCRETE POST (MAGNETIC) AND PROJECTS 6 INCHES
 PP1946'ABOVE THE SURFACE OF THE GROUND.
 PP1946
 PP1946                          STATION RECOVERY (2000)
 PP1946
 PP1946'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1946'RECOVERED IN GOOD CONDITION.
 PP1946
 PP1946                          STATION RECOVERY (2001)
 PP1946
 PP1946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP1946'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP1946
 PP1946                          STATION RECOVERY (2002)
 PP1946
 PP1946'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1946'MARK NOT FOUND.
 PP1946
 PP1946                          STATION RECOVERY (2007)
 PP1946
 PP1946'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1946'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) WEST OF EXCELSIOR, 3.1 MI
 PP1946'(5.0 KM) SOUTH OF MOUND AND 2.3 MI (3.7 KM) NORTH OF VICTORIA.
 PP1946' 
 PP1946'TO REACH TO THE MARK GO 3.25 MI (5.2 KM) EAST FROM SAINT BONIFACIUS,
 PP1946'4.2 MI (6.8 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 PP1946'ROAD 92 AT SAINT BONIFACIUS, AT NORTHWEST END OF ZUMBRA LAKE, 48 FT
 PP1946'(14.6 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 PP1946'177.3, 91 FT (27.7 M) EAST OF SOUTHEAST END OF CULVERT, ACROSS HIGHWAY
 PP1946'FROM OLD WATER TOWER, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1937 ***********************************************************************
 PP1937  DESIGNATION -  2704 H
 PP1937  PID         -  PP1937
 PP1937  STATE/COUNTY-  MN/HENNEPIN
 PP1937  COUNTRY     -  US
 PP1937  USGS QUAD   -  MOUND (1993)
 PP1937
 PP1937                         *CURRENT SURVEY CONTROL
 PP1937  ______________________________________________________________________
 PP1937* NAD 83(1986) POSITION- 44 54 03.     (N) 093 44 02.     (W)   SCALED    
 PP1937* NAVD 88 ORTHO HEIGHT -   286.208  (meters)     939.00  (feet) ADJUSTED  
 PP1937  ______________________________________________________________________
 PP1937  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1937  DYNAMIC HEIGHT  -        286.193 (meters)      938.95  (feet) COMP
 PP1937  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 PP1937
 PP1937  VERT ORDER      -  SECOND    CLASS 0
 PP1937
 PP1937.The horizontal coordinates were scaled from a topographic map and have
 PP1937.an estimated accuracy of +/- 6 seconds.
 PP1937.
 PP1937.The orthometric height was determined by differential leveling and
 PP1937.adjusted in June 1991.
 PP1937
 PP1937.The dynamic height is computed by dividing the NAVD 88
 PP1937.geopotential number by the normal gravity value computed on the
 PP1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1937.degrees latitude (g = 980.6199 gals.).
 PP1937
 PP1937.The modeled gravity was interpolated from observed gravity values.
 PP1937
 PP1937;                    North         East    Units  Estimated Accuracy
 PP1937;SPC MN S     -   311,240.      821,020.      MT  (+/- 180 meters Scaled)
 PP1937
 PP1937                          SUPERSEDED SURVEY CONTROL
 PP1937
 PP1937  NGVD 29 (??/??/92)  286.126  (m)          938.73   (f) ADJ UNCH    2 0
 PP1937
 PP1937.Superseded values are not recommended for survey control.
 PP1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1937.See file dsdata.txt to determine how the superseded data were derived.
 PP1937
 PP1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK420721(NAD 83)
 PP1937
 PP1937_MARKER: DD = SURVEY DISK
 PP1937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1937_SP_SET: ABUTMENT
 PP1937_STAMPING: 2704-H 1968
 PP1937_MARK LOGO: MNHD  
 PP1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1937
 PP1937  HISTORY     - Date     Condition        Report By
 PP1937  HISTORY     - 1968     MONUMENTED       MNDT
 PP1937  HISTORY     - 1972     GOOD             MNDT
 PP1937  HISTORY     - 1973     GOOD             LOCSUR
 PP1937  HISTORY     - 1985     GOOD             USPSQD
 PP1937  HISTORY     - 1985     GOOD             USPSQD
 PP1937  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 PP1937  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 PP1937  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 PP1937
 PP1937                          STATION DESCRIPTION
 PP1937
 PP1937'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1937'0.65 MI E FROM ST BONIFACIUS.
 PP1937'0.65 MILES EAST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1937'ROAD 92 IN ST. BONIFACIUS, 0.4 MILES EAST OF THE BURLINGTON NORTHERN
 PP1937'RAILROAD CROSSING, IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO.
 PP1937'6714, T.H. 7 OVER SIX MILE CREEK AT T.H. 7 MILE POINT 173.7.  NE 1/4,
 PP1937'SEC 32, T 117, R 24.
 PP1937
 PP1937                          STATION RECOVERY (1973)
 PP1937
 PP1937'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1937'RECOVERED IN GOOD CONDITION.
 PP1937
 PP1937                          STATION RECOVERY (1985)
 PP1937
 PP1937'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1937'RECOVERED IN GOOD CONDITION.
 PP1937
 PP1937                          STATION RECOVERY (1985)
 PP1937
 PP1937'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1937'RECOVERED IN GOOD CONDITION.
 PP1937
 PP1937                          STATION RECOVERY (2002)
 PP1937
 PP1937'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1937'NEW BRIDGE AUGUST 2002, NO MARKER
 PP1937
 PP1937                          STATION RECOVERY (2007)
 PP1937
 PP1937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1937'THE MARK WAS NOT RECOVERED.
 PP1937
 PP1937                          STATION RECOVERY (2008)
 PP1937
 PP1937'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1937'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1932 ***********************************************************************
 PP1932  DESIGNATION -  2704 J RESET
 PP1932  PID         -  PP1932
 PP1932  STATE/COUNTY-  MN/HENNEPIN
 PP1932  COUNTRY     -  US
 PP1932  USGS QUAD   -  WATERTOWN (1993)
 PP1932
 PP1932                         *CURRENT SURVEY CONTROL
 PP1932  ______________________________________________________________________
 PP1932* NAD 83(2007) POSITION- 44 54 19.86441(N) 093 45 42.47958(W)   ADJUSTED  
 PP1932* NAD 83(2007) ELLIP HT-   278.671 (meters)        (03/10/09)   ADJUSTED
 PP1932* NAD 83(2007) EPOCH   -  2002.00
 PP1932* NAVD 88 ORTHO HEIGHT -   305.836  (meters)    1003.40  (feet) ADJUSTED  
 PP1932  ______________________________________________________________________
 PP1932  NAD 83(2007) X  -   -296,892.626 (meters)                     COMP
 PP1932  NAD 83(2007) Y  - -4,515,456.800 (meters)                     COMP
 PP1932  NAD 83(2007) Z  -  4,480,114.481 (meters)                     COMP
 PP1932  LAPLACE CORR    -          5.54  (seconds)                    DEFLEC09
 PP1932  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 PP1932  DYNAMIC HEIGHT  -        305.819 (meters)     1003.34  (feet) COMP
 PP1932  MODELED GRAVITY -    980,552.1   (mgal)                       NAVD 88
 PP1932
 PP1932  HORZ ORDER      -  FIRST
 PP1932  VERT ORDER      -  SECOND    CLASS I
 PP1932  ELLP ORDER      -  THIRD     CLASS I
 PP1932
 PP1932.The horizontal coordinates were established by GPS observations
 PP1932.and adjusted by the National Geodetic Survey in March 2009.
 PP1932
 PP1932.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1932.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1932
 PP1932.The horizontal coordinates are valid at the epoch date displayed above
 PP1932.which is a decimal equivalence of Year/Month/Day.
 PP1932
 PP1932.The orthometric height was determined by differential leveling and
 PP1932.adjusted in February 2009.
 PP1932
 PP1932.Photographs are available for this station.
 PP1932
 PP1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1932
 PP1932.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1932
 PP1932.The ellipsoidal height was determined by GPS observations
 PP1932.and is referenced to NAD 83.
 PP1932
 PP1932.The dynamic height is computed by dividing the NAVD 88
 PP1932.geopotential number by the normal gravity value computed on the
 PP1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1932.degrees latitude (g = 980.6199 gals.).
 PP1932
 PP1932.The modeled gravity was interpolated from observed gravity values.
 PP1932
 PP1932. The following values were computed from the NAD 83(2007) position.
 PP1932
 PP1932;                    North         East     Units Scale Factor Converg.
 PP1932;SPC MN S     -   311,754.797   818,811.140   MT  0.99994687   +0 10 01.1
 PP1932;SPC MN S     - 1,022,815.53  2,686,382.88   sFT  0.99994687   +0 10 01.1
 PP1932;UTM  15      - 4,972,736.972   439,859.913   MT  0.99964447   -0 32 16.1
 PP1932
 PP1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1932!SPC MN S     -   0.99995631  x   0.99994687  =   0.99990318
 PP1932!UTM  15      -   0.99995631  x   0.99964447  =   0.99960080
 PP1932
 PP1932|---------------------------------------------------------------------|
 PP1932| PID    Reference Object                     Distance      Geod. Az  |
 PP1932|                                                           dddmmss.s |
 PP1932| CJ3886 BOLL RM 1                           333.467 METERS 27148     |
 PP1932| PP3068 BOLL                                319.841 METERS 27154     |
 PP1932|---------------------------------------------------------------------|
 PP1932
 PP1932                          SUPERSEDED SURVEY CONTROL
 PP1932
 PP1932  NAD 83(1996)-  44 54 19.86410(N)    093 45 42.47923(W) AD(       ) 1
 PP1932  ELLIP H (01/30/07)  278.714  (m)                       GP(       ) 3 1
 PP1932  NAVD 88 (01/30/07)  305.84   (m)         1003.4    (f) LEVELING    3  
 PP1932  NAVD 88 (06/15/91)  305.855  (m)         1003.46   (f) SUPERSEDED  2 0
 PP1932  NGVD 29 (??/??/92)  305.771  (m)         1003.18   (f) ADJ UNCH    2 0
 PP1932
 PP1932.Superseded values are not recommended for survey control.
 PP1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1932.See file dsdata.txt to determine how the superseded data were derived.
 PP1932
 PP1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3985972736(NAD 83)
 PP1932
 PP1932_MARKER: DB = BENCH MARK DISK
 PP1932_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1932_STAMPING: 2704 J RESET 1971
 PP1932_MARK LOGO: MNHD  
 PP1932_PROJECTION: RECESSED 10 CENTIMETERS
 PP1932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1932+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 PP1932
 PP1932  HISTORY     - Date     Condition        Report By
 PP1932  HISTORY     - 19710401 MONUMENTED       MNHD
 PP1932  HISTORY     - 1972     GOOD             MNDT
 PP1932  HISTORY     - 1973     GOOD             LOCSUR
 PP1932  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 PP1932  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 PP1932  HISTORY     - 20050104 GOOD             MNDT
 PP1932  HISTORY     - 20050104 GOOD             MNDT
 PP1932  HISTORY     - 20050104 GOOD             MNDT
 PP1932  HISTORY     - 20050104 GOOD             MNDT
 PP1932  HISTORY     - 20060712 GOOD             MNDT
 PP1932  HISTORY     - 20061028 GOOD             USPSQD
 PP1932  HISTORY     - 20070730 GOOD             MNDT
 PP1932  HISTORY     - 20080401 GOOD             MNDT
 PP1932
 PP1932                          STATION DESCRIPTION
 PP1932
 PP1932'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1932'0.8 MI W FROM ST BONIFACIUS.
 PP1932'0.8 MILES WEST ALONG T.H. 7 FROM THE JUNCTION OF T.H. 7 AND COUNTY
 PP1932'ROAD 92 IN ST. BONIFACIUS, 0.3 MILES EAST OF THE CARVER-HENNEPIN
 PP1932'COUNTY LINE, 70 FEET NORTH OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF
 PP1932'T.H. 7 AT MILE POINT 172.3 (STATION 1599+26), 35 FEET WEST OF A POWER
 PP1932'POLE, 15 FEET WEST OF THE CENTER OF A FARM ENTRANCE, 1 FOOT SOUTH OF A
 PP1932'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT BURIED 4
 PP1932'INCHES BELOW GROUND.  SW 1/4, SEC 30, T 117, R 24.
 PP1932
 PP1932                          STATION RECOVERY (1973)
 PP1932
 PP1932'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1932'RECOVERED IN GOOD CONDITION.
 PP1932
 PP1932                          STATION RECOVERY (1985)
 PP1932
 PP1932'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1932'MARK NOT FOUND.
 PP1932
 PP1932                          STATION RECOVERY (2002)
 PP1932
 PP1932'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1932'MARK NOT FOUND.
 PP1932
 PP1932                          STATION RECOVERY (2005)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1932'0.8 MILES WEST FROM SAINT BONIFACIUS, 0.8 MILES WEST ALONG TRUNK
 PP1932'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1932'SAINT BONIFACIUS, 0.3 MILES EAST OF CARVER-HENNEPIN COUNTY LINE, 70
 PP1932'FEET NORTH OF TRUNK HIGHWAY 7 (STATION 1599+26), AT TRUNK HIGHWAY 7
 PP1932'MILEPOINT 172.3, 35 FEET WEST OF POWER POLE, 15 FEET WEST OF FARM
 PP1932'ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST
 PP1932
 PP1932                          STATION RECOVERY (2005)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1932'0.8 MILES WEST FROM SAINT BONIFACIUS, 0.8 MILES WEST ALONG TRUNK
 PP1932'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1932'SAINT BONIFACIUS, 0.3 MILES EAST OF CARVER-HENNEPIN COUNTY LINE, 70
 PP1932'FEET NORTH OF TRUNK HIGHWAY 7 (STATION 1599+26), AT TRUNK HIGHWAY 7
 PP1932'MILEPOINT 172.3, 35 FEET WEST OF POWER POLE, 15 FEET WEST OF FARM
 PP1932'ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST
 PP1932
 PP1932                          STATION RECOVERY (2005)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1932'0.8 MILES WEST FROM SAINT BONIFACIUS, 0.8 MILES WEST ALONG TRUNK
 PP1932'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1932'SAINT BONIFACIUS, 0.3 MILES EAST OF CARVER-HENNEPIN COUNTY LINE, 70
 PP1932'FEET NORTH OF TRUNK HIGHWAY 7 (STATION 1599+26), AT TRUNK HIGHWAY 7
 PP1932'MILEPOINT 172.3, 35 FEET WEST OF POWER POLE, 15 FEET WEST OF FARM
 PP1932'ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST
 PP1932
 PP1932                          STATION RECOVERY (2005)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1932'RECOVERED AS DESCRIBED.
 PP1932
 PP1932                          STATION RECOVERY (2006)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PP1932'0.8 MILES WEST FROM SAINT BONIFACIUS, 0.8 MILES WEST ALONG TRUNK
 PP1932'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92 AT
 PP1932'SAINT BONIFACIUS, 0.3 MILES EAST OF CARVER-HENNEPIN COUNTY LINE, 70
 PP1932'FEET NORTH OF TRUNK HIGHWAY 7 (STATION 1599+26), AT TRUNK HIGHWAY 7
 PP1932'MILEPOINT 172.3, 35 FEET WEST OF POWER POLE, 15 FEET WEST OF FARM
 PP1932'ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST.
 PP1932
 PP1932                          STATION RECOVERY (2006)
 PP1932
 PP1932'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1932'WITNESS POST SAYS 2702 J BUT MARKER READS 2704 J, THE FOUR IS PRINTED
 PP1932'SIDEWAYS ON THE MARKER.
 PP1932
 PP1932                          STATION RECOVERY (2007)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1932'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF WATERTOWN, 5.2
 PP1932'MI (8.4 KM) WEST-SOUTHWEST OF MOUND AND 4.0 MI (6.4 KM)
 PP1932'NORTH-NORTHEAST OF WACONIA.
 PP1932' 
 PP1932'TO REACH TO THE MARK GO 0.8 MI (1.3 KM) WEST FROM SAINT BONIFACIUS,
 PP1932'0.8 MI (1.3 KM) WEST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 PP1932'HIGHWAY 7 AND COUNTY ROAD 92 AT SAINT BONIFACIUS, 0.3 MI (0.5 KM) EAST
 PP1932'OF CARVER-HENNEPIN COUNTY LINE, 70 FT (21.3 M) NORTH OF TRUNK HIGHWAY
 PP1932'7 (STATION 1599+26), AT TRUNK HIGHWAY 7 MILE POINT 172.3, 35 FT (10.7
 PP1932'M) WEST OF POWER POLE, 15 FT (4.6 M) WEST OF FARM ENTRANCE, 1.0 FT
 PP1932'(0.3 M) SOUTH OF A WITNESS POST.
 PP1932
 PP1932                          STATION RECOVERY (2008)
 PP1932
 PP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 PP1932'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PP1932'THE MARK IS 0.8 MILE WEST OF SAINT BONIFACIUS, 0.8 MILE WEST ALONG
 PP1932'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 PP1932'92 IN SAINT BONIFACIUS, 0.3 MILE EAST OF CARVER-HENNEPIN COUNTY LINE,
 PP1932'70.0 FEET NORTH OF TRUNK HIGHWAY 7 (STATION 1599+26), AT TRUNK HIGHWAY
 PP1932'7 MILEPOINT 172.3, 35.0 FEET WEST OF POWER POLE, 15 FEET WEST OF FARM
 PP1932'ENTRANCE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6374 ***********************************************************************
 AE6374  DESIGNATION -  2704 K
 AE6374  PID         -  AE6374
 AE6374  STATE/COUNTY-  MN/HENNEPIN
 AE6374  COUNTRY     -  US
 AE6374  USGS QUAD   -  MOUND (1993)
 AE6374
 AE6374                         *CURRENT SURVEY CONTROL
 AE6374  ______________________________________________________________________
 AE6374* NAD 83(1986) POSITION- 44 53 27.50   (N) 093 41 53.31   (W)   HD_HELD1  
 AE6374* NAVD 88 ORTHO HEIGHT -   318.028  (meters)    1043.40  (feet) ADJUSTED  
 AE6374  ______________________________________________________________________
 AE6374  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 AE6374  DYNAMIC HEIGHT  -        318.016 (meters)     1043.36  (feet) COMP
 AE6374  MODELED GRAVITY -    980,568.8   (mgal)                       NAVD 88
 AE6374
 AE6374  VERT ORDER      -  SECOND    CLASS II
 AE6374
 AE6374.The horizontal coordinates were established by differentially corrected
 AE6374.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6374.
 AE6374.The orthometric height was determined by differential leveling and
 AE6374.adjusted in November 1999.
 AE6374
 AE6374.Photographs are available for this station.
 AE6374
 AE6374.The dynamic height is computed by dividing the NAVD 88
 AE6374.geopotential number by the normal gravity value computed on the
 AE6374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6374.degrees latitude (g = 980.6199 gals.).
 AE6374
 AE6374.The modeled gravity was interpolated from observed gravity values.
 AE6374
 AE6374;                    North         East    Units  Estimated Accuracy
 AE6374;SPC MN S     -   310,155.0     823,844.3     MT  (+/- 3 meters HH1 GPS) 
 AE6374
 AE6374                          SUPERSEDED SURVEY CONTROL
 AE6374
 AE6374.No superseded survey control is available for this station.
 AE6374
 AE6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4487171075(NAD 83)
 AE6374
 AE6374_MARKER: DV = VERTICAL CONTROL DISK
 AE6374_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6374_STAMPING: 2704 K 1979
 AE6374_MARK LOGO: MNDT  
 AE6374_PROJECTION: FLUSH
 AE6374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6374+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 AE6374
 AE6374  HISTORY     - Date     Condition        Report By
 AE6374  HISTORY     - 1978     MONUMENTED       MNDT
 AE6374  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6374  HISTORY     - 20051006 GOOD             MNDT
 AE6374  HISTORY     - 20070730 GOOD             MNDT
 AE6374
 AE6374                          STATION DESCRIPTION
 AE6374
 AE6374'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE6374'THE MARK IS LOCATED 2 MILES EAST OF THE TOWN OF ST BONIFACIUS, 2.6
 AE6374'MILES EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY
 AE6374'ROAD 92 IN ST BONIFACIUS, 1.7 MILES WEST ALONG HIGHWAY 7 FROM ITS
 AE6374'JUNCTION WITH COUNTY ROAD 44, 0.4 MILE EAST ALONG HIGHWAY 7 FROM THE
 AE6374'JUNCTION OF COUNTY ROAD 11 AND IS IN THE SW 1/4 OF SECTION 34, T117N,
 AE6374'R24W.  THE MARK IS 59 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 AE6374'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1776+85 AND MILEPOINT
 AE6374'175.7, 156 FEET EAST OF A FARM ENTRANCE, 4 FEET NORTHEAST OF A POWER
 AE6374'POLE, AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AE6374'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2704 K 1979---, IS
 AE6374'FASTENED TO THE TOP OF A 8 FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC)
 AE6374'WITH A 4 INCH STEEL SIGN POST BOLTED TO THE BOTTOM WHICH IS SET IN 8
 AE6374'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED 2
 AE6374'INCHES BELOW THE SURFACE OF THE GROUND.
 AE6374
 AE6374                          STATION RECOVERY (2002)
 AE6374
 AE6374'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6374'MARK NOT FOUND.
 AE6374
 AE6374                          STATION RECOVERY (2005)
 AE6374
 AE6374'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE6374'RECOVERED AS DESCRIBED.
 AE6374
 AE6374                          STATION RECOVERY (2007)
 AE6374
 AE6374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6374'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF WACONIA,
 AE6374'3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF MOUND AND 2.9 MI (4.7 KM) NORTHWEST
 AE6374'OF VICTORIA.
 AE6374' 
 AE6374'TO REACH GO 2.6 MI (4.2 KM) SOUTHEAST OF ST BONIFACIUS, 2.6 MI (4.2
 AE6374'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92, 1.7 MI
 AE6374'(2.7 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 44,
 AE6374'0.4 MI (0.6 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 AE6374'ROAD 11, 156 FT (47.5 M) EAST OF FARM ENTRANCE, 59 FT (18.0 M) SOUTH
 AE6374'OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 175.7, 1.0 FT (0.3
 AE6374'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6375 ***********************************************************************
 AE6375  DESIGNATION -  2704 L
 AE6375  PID         -  AE6375
 AE6375  STATE/COUNTY-  MN/HENNEPIN
 AE6375  COUNTRY     -  US
 AE6375  USGS QUAD   -  MOUND (1993)
 AE6375
 AE6375                         *CURRENT SURVEY CONTROL
 AE6375  ______________________________________________________________________
 AE6375* NAD 83(1986) POSITION- 44 53 28.7    (N) 093 41 21.8    (W)   HD_HELD2  
 AE6375* NAVD 88 ORTHO HEIGHT -   301.786  (meters)     990.11  (feet) ADJUSTED  
 AE6375  ______________________________________________________________________
 AE6375  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 AE6375  DYNAMIC HEIGHT  -        301.775 (meters)      990.07  (feet) COMP
 AE6375  MODELED GRAVITY -    980,571.0   (mgal)                       NAVD 88
 AE6375
 AE6375  VERT ORDER      -  SECOND    CLASS II
 AE6375
 AE6375.The horizontal coordinates were established by autonomous hand held GPS
 AE6375.observations and have an estimated accuracy of +/- 10 meters.
 AE6375.
 AE6375.The orthometric height was determined by differential leveling and
 AE6375.adjusted in November 1999.
 AE6375
 AE6375.Photographs are available for this station.
 AE6375
 AE6375.The dynamic height is computed by dividing the NAVD 88
 AE6375.geopotential number by the normal gravity value computed on the
 AE6375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6375.degrees latitude (g = 980.6199 gals.).
 AE6375
 AE6375.The modeled gravity was interpolated from observed gravity values.
 AE6375
 AE6375;                    North         East    Units  Estimated Accuracy
 AE6375;SPC MN S     -   310,195.      824,536.      MT  (+/- 10 meters HH2 GPS)
 AE6375
 AE6375                          SUPERSEDED SURVEY CONTROL
 AE6375
 AE6375.No superseded survey control is available for this station.
 AE6375
 AE6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4556271107(NAD 83)
 AE6375
 AE6375_MARKER: DV = VERTICAL CONTROL DISK
 AE6375_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE6375+WITH SETTING: INTO GROUND
 AE6375_STAMPING: 2704 L 1979
 AE6375_MARK LOGO: MNDT  
 AE6375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6375
 AE6375  HISTORY     - Date     Condition        Report By
 AE6375  HISTORY     - 1979     MONUMENTED       MNDT
 AE6375  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 AE6375
 AE6375                          STATION DESCRIPTION
 AE6375
 AE6375'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6375'THE MARK IS LOCATED 2 1/2 MILES EAST OF THE TOWN OF ST BONIFACIUS, 3.0
 AE6375'MILES EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY
 AE6375'ROAD 92 AT ST BONIFACIUS, 1.3 MILES WEST ALONG HIGHWAY 7 FROM THE
 AE6375'JUNCTION OF COUNTY ROAD 44, O.8 MILE EAST ALONG HIGHWAY 7 FROM THE
 AE6375'JUNCTION OF COUNTY ROAD 11, ON THE TOP OF A SMALL KNOLL AND IS IN THE
 AE6375'SE 1/4 OF SECTION 34, T117N, R24W.  THE MARK IS IN THE SOUTH DITCH OF
 AE6375'HIGHWAY 7, 54 FEET SOUTH OF AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE
 AE6375'CENTERLINE AT ENGINEERS STATION 1799+55 AND MILEPOINT 176.1 AND IS 1.0
 AE6375'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE6375'VERTICAL CONTROL MONUMENT DISK STAMPED---2704 L 1979---, IS FASTENED
 AE6375'TO THE TOP OF A 8 FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4
 AE6375'INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND IS SET IN 8 INCHES
 AE6375'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED 0.5 FOOT
 AE6375'BELOW THE SURFACE OF THE GROUND.
 AE6375
 AE6375                          STATION RECOVERY (2007)
 AE6375
 AE6375'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6375'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF WACONIA,
 AE6375'3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF MOUND AND 2.6 MI (4.2 KM)
 AE6375'NORTH-NORTHWEST OF VICTORIA.
 AE6375' 
 AE6375'TO REACH GO 3.0 MI (4.8 KM) SOUTHEAST OF SAINT BONIFACIUS, 3.0 MI (4.8
 AE6375'KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92, 1.3 MI
 AE6375'(2.1 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11,
 AE6375'54 FT (16.5 M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT
 AE6375'176.1, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6376 ***********************************************************************
 AE6376  DESIGNATION -  2704 M
 AE6376  PID         -  AE6376
 AE6376  STATE/COUNTY-  MN/HENNEPIN
 AE6376  COUNTRY     -  US
 AE6376  USGS QUAD   -  MOUND (1993)
 AE6376
 AE6376                         *CURRENT SURVEY CONTROL
 AE6376  ______________________________________________________________________
 AE6376* NAD 83(1986) POSITION- 44 53 31.     (N) 093 40 56.     (W)   SCALED    
 AE6376* NAVD 88 ORTHO HEIGHT -   297.639  (meters)     976.50  (feet) ADJUSTED  
 AE6376  ______________________________________________________________________
 AE6376  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 AE6376  DYNAMIC HEIGHT  -        297.628 (meters)      976.47  (feet) COMP
 AE6376  MODELED GRAVITY -    980,572.4   (mgal)                       NAVD 88
 AE6376
 AE6376  VERT ORDER      -  SECOND    CLASS II
 AE6376
 AE6376.The horizontal coordinates were scaled from a topographic map and have
 AE6376.an estimated accuracy of +/- 6 seconds.
 AE6376.
 AE6376.The orthometric height was determined by differential leveling and
 AE6376.adjusted in November 1999.
 AE6376
 AE6376.The dynamic height is computed by dividing the NAVD 88
 AE6376.geopotential number by the normal gravity value computed on the
 AE6376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6376.degrees latitude (g = 980.6199 gals.).
 AE6376
 AE6376.The modeled gravity was interpolated from observed gravity values.
 AE6376
 AE6376;                    North         East    Units  Estimated Accuracy
 AE6376;SPC MN S     -   310,270.      825,100.      MT  (+/- 180 meters Scaled)
 AE6376
 AE6376                          SUPERSEDED SURVEY CONTROL
 AE6376
 AE6376.No superseded survey control is available for this station.
 AE6376
 AE6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK461711(NAD 83)
 AE6376
 AE6376_MARKER: DV = VERTICAL CONTROL DISK
 AE6376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6376_STAMPING: 2704 M 1979
 AE6376_MARK LOGO: MNDT  
 AE6376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6376
 AE6376  HISTORY     - Date     Condition        Report By
 AE6376  HISTORY     - 1979     MONUMENTED       MNDT
 AE6376  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6376  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 AE6376  HISTORY     - 20080402 MARK NOT FOUND   MNDT
 AE6376
 AE6376                          STATION DESCRIPTION
 AE6376
 AE6376'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6376'THE MARK IS LOCATED 3 MILES EAST OF THE TOWN OF ST BONIFACIUS, 3.4
 AE6376'MILES EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY
 AE6376'ROAD 92 IN ST BONIFACIUS, IS 0.9 MILE WEST ALONG HIGHWAY 7 FROM ITS
 AE6376'JUNCTION WITH COUNTY ROAD 44, IS NEAR THE NORTHWEST CORNER OF STONE
 AE6376'LAKE AND IS IN THE SW 1/4 OF SECTION 35, T117N, R24W.  THE MARK IS 35
 AE6376'FEET SOUTH OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7
 AE6376'AT ENGINEERS STATION 1819+00 AND MILEPOINT 176.5 AND IS 1 FOOT NORTH
 AE6376'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AE6376'MONUMENT DISK STAMPED---2704 M 1979---, IS FASTENED TO THE TOP OF A 8
 AE6376'FOOT LONG COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN
 AE6376'POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE6376'DIAMETER HOLE.  THE MARK IS BURIED 3 FEET BELOW THE SURFACE OF THE
 AE6376'GROUND.
 AE6376
 AE6376                          STATION RECOVERY (2002)
 AE6376
 AE6376'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6376'NEW CONSTRUCTION, NO WITNESS POST OR MARK
 AE6376
 AE6376                          STATION RECOVERY (2007)
 AE6376
 AE6376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6376'THE MARK WAS NOT RECOVERED.
 AE6376
 AE6376                          STATION RECOVERY (2008)
 AE6376
 AE6376'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE6376'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6377 ***********************************************************************
 AE6377  DESIGNATION -  2704 N
 AE6377  PID         -  AE6377
 AE6377  STATE/COUNTY-  MN/HENNEPIN
 AE6377  COUNTRY     -  US
 AE6377  USGS QUAD   -  MOUND (1993)
 AE6377
 AE6377                         *CURRENT SURVEY CONTROL
 AE6377  ______________________________________________________________________
 AE6377* NAD 83(1986) POSITION- 44 53 30.13   (N) 093 40 21.95   (W)   HD_HELD1  
 AE6377* NAVD 88 ORTHO HEIGHT -   297.780  (meters)     976.97  (feet) ADJUSTED  
 AE6377  ______________________________________________________________________
 AE6377  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 AE6377  DYNAMIC HEIGHT  -        297.770 (meters)      976.93  (feet) COMP
 AE6377  MODELED GRAVITY -    980,574.6   (mgal)                       NAVD 88
 AE6377
 AE6377  VERT ORDER      -  SECOND    CLASS II
 AE6377
 AE6377.The horizontal coordinates were established by differentially corrected
 AE6377.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6377.
 AE6377.The orthometric height was determined by differential leveling and
 AE6377.adjusted in November 1999.
 AE6377
 AE6377.Photographs are available for this station.
 AE6377
 AE6377.The dynamic height is computed by dividing the NAVD 88
 AE6377.geopotential number by the normal gravity value computed on the
 AE6377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6377.degrees latitude (g = 980.6199 gals.).
 AE6377
 AE6377.The modeled gravity was interpolated from observed gravity values.
 AE6377
 AE6377;                    North         East    Units  Estimated Accuracy
 AE6377;SPC MN S     -   310,243.9     825,848.6     MT  (+/- 3 meters HH1 GPS) 
 AE6377
 AE6377                          SUPERSEDED SURVEY CONTROL
 AE6377
 AE6377.No superseded survey control is available for this station.
 AE6377
 AE6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4687671140(NAD 83)
 AE6377
 AE6377_MARKER: DV = VERTICAL CONTROL DISK
 AE6377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6377_STAMPING: 2704 N 1979
 AE6377_MARK LOGO: MNDT  
 AE6377_PROJECTION: RECESSED 5 CENTIMETERS
 AE6377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6377+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2007
 AE6377
 AE6377  HISTORY     - Date     Condition        Report By
 AE6377  HISTORY     - 1978     MONUMENTED       MNDT
 AE6377  HISTORY     - 20021015 MARK NOT FOUND   USPSQD
 AE6377  HISTORY     - 20070730 GOOD             MNDT
 AE6377
 AE6377                          STATION DESCRIPTION
 AE6377
 AE6377'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE6377'THE MARK IS LOCATED 3 1/4 MILES EAST OF THE TOWN OF ST BONIFACIUS 3.85
 AE6377'MILES EASTERLY ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY
 AE6377'ROAD 92 IN ST BONIFACIUS, 0.4 MILES WEST ALONG HIGHWAY 7 FROM ITS
 AE6377'JUNCTION WITH COUNTY ROAD 44, NEAR THE NORTHEAST CORNER OF STONE LAKE
 AE6377'AND IN THE SE 1/4 OF SECTION 35, T117N, R24W.  THE MARK IS 550 FEET
 AE6377'EAST OF A FIELD ENTRANCE SOUTH, 48 FEET SOUTH OF AND ABOUT 3 FEET
 AE6377'LOWER THAN THE CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 1843+45
 AE6377'AND MILEPOINT 176.95 AND IS 1 FOOT NORTH OF A STEEL WITNESS POST.  THE
 AE6377'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2704 N
 AE6377'1979---, IS FASTENED TO THE TOP OF A 8 FOOT LONG OF COPPER-CLAD STEEL
 AE6377'ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM
 AE6377'AND IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE
 AE6377'MARK IS BURIED 2 INCHES BELOW THE SURFACE OF THE GROUND.
 AE6377
 AE6377                          STATION RECOVERY (2002)
 AE6377
 AE6377'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE6377'NEW CONSTRUCTION AREA, NO MARKER
 AE6377
 AE6377                          STATION RECOVERY (2007)
 AE6377
 AE6377'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE6377'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF EXCELSIOR, 3.1 MI
 AE6377'(5.0 KM) SOUTH OF MOUND AND 2.3 MI (3.7 KM) NORTH-NORTHWEST OF
 AE6377'VICTORIA.
 AE6377' 
 AE6377'TO REACH TO THE POINT GO 3.85 MI (6.2 KM) SOUTHEAST OF SAINT
 AE6377'BONIFACIUS, 3.85 MI (6.2 KM) EAST ALONG TRUNK HIGHWAY 7 FROM THE
 AE6377'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 92, 0.4 MI (0.6 KM) WEST
 AE6377'ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY
 AE6377'ROAD 44, 550 FT (167.6 M) EAST OF A FIELD ENTRANCE SOUTH, 48 FT (14.6
 AE6377'M) SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 176.95, 1.0
 AE6377'FT (0.3 M) NORTH OF A WITNESS POST, NEAR NORTHEAST CORNER OF STONE
 AE6377'LAKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5358 ***********************************************************************
 AE5358  DESIGNATION -  2706 A
 AE5358  PID         -  AE5358
 AE5358  STATE/COUNTY-  MN/HENNEPIN
 AE5358  COUNTRY     -  US
 AE5358  USGS QUAD   -  HOPKINS (1993)
 AE5358
 AE5358                         *CURRENT SURVEY CONTROL
 AE5358  ______________________________________________________________________
 AE5358* NAD 83(1986) POSITION- 44 56 06.     (N) 093 23 24.     (W)   SCALED    
 AE5358* NAVD 88 ORTHO HEIGHT -   276.613  (meters)     907.52  (feet) ADJUSTED  
 AE5358  ______________________________________________________________________
 AE5358  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 AE5358  DYNAMIC HEIGHT  -        276.607 (meters)      907.50  (feet) COMP
 AE5358  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 AE5358
 AE5358  VERT ORDER      -  SECOND    CLASS II
 AE5358
 AE5358.The horizontal coordinates were scaled from a topographic map and have
 AE5358.an estimated accuracy of +/- 6 seconds.
 AE5358.
 AE5358.The orthometric height was determined by differential leveling and
 AE5358.adjusted in November 1999.
 AE5358
 AE5358.The dynamic height is computed by dividing the NAVD 88
 AE5358.geopotential number by the normal gravity value computed on the
 AE5358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5358.degrees latitude (g = 980.6199 gals.).
 AE5358
 AE5358.The modeled gravity was interpolated from observed gravity values.
 AE5358
 AE5358;                    North         East    Units  Estimated Accuracy
 AE5358;SPC MN S     -   315,180.      848,150.      MT  (+/- 180 meters Scaled)
 AE5358
 AE5358                          SUPERSEDED SURVEY CONTROL
 AE5358
 AE5358.No superseded survey control is available for this station.
 AE5358
 AE5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK692758(NAD 83)
 AE5358
 AE5358_MARKER: DD = SURVEY DISK
 AE5358_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5358_STAMPING: 2706 A 1947
 AE5358_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5358
 AE5358  HISTORY     - Date     Condition        Report By
 AE5358  HISTORY     - 1947     MONUMENTED       MNDT
 AE5358  HISTORY     - 20021201 GOOD             USPSQD
 AE5358
 AE5358                          STATION DESCRIPTION
 AE5358
 AE5358'DESCRIBED BY MN DEPT OF TRANSP 1947 (DTB)
 AE5358'THE MARK IS LOCATED 2.2 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS
 AE5358'JUNCTION WITH TRUNK HIGHWAY 100, IS NEAR MILE MARKER 192 AND IS IN THE
 AE5358'NE 1/4 0F SECTION 19, T117N, R21W.  THE MARK, A STANDARD MNDT BENCH
 AE5358'MARK DISK STAMPED---2706 A 1947---, IS SET IN THE SOUTHEAST CORNER OF
 AE5358'BRIDGE NUMBER 5197 (HIGHWAY 7 OVER MINNEHAHA CREEK).
 AE5358
 AE5358                          STATION RECOVERY (2002)
 AE5358
 AE5358'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5359 ***********************************************************************
 AE5359  DESIGNATION -  2706 A 1
 AE5359  PID         -  AE5359
 AE5359  STATE/COUNTY-  MN/HENNEPIN
 AE5359  COUNTRY     -  US
 AE5359  USGS QUAD   -  HOPKINS (1993)
 AE5359
 AE5359                         *CURRENT SURVEY CONTROL
 AE5359  ______________________________________________________________________
 AE5359* NAD 83(1986) POSITION- 44 56 04.33   (N) 093 23 22.86   (W)   HD_HELD1  
 AE5359* NAVD 88 ORTHO HEIGHT -   277.807  (meters)     911.44  (feet) ADJUSTED  
 AE5359  ______________________________________________________________________
 AE5359  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 AE5359  DYNAMIC HEIGHT  -        277.801 (meters)      911.42  (feet) COMP
 AE5359  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 AE5359
 AE5359  VERT ORDER      -  SECOND    CLASS II
 AE5359
 AE5359.The horizontal coordinates were established by differentially corrected
 AE5359.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5359.
 AE5359.The orthometric height was determined by differential leveling and
 AE5359.adjusted in November 1999.
 AE5359
 AE5359.No vertical observational check was made to the station.
 AE5359
 AE5359.The dynamic height is computed by dividing the NAVD 88
 AE5359.geopotential number by the normal gravity value computed on the
 AE5359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5359.degrees latitude (g = 980.6199 gals.).
 AE5359
 AE5359.The modeled gravity was interpolated from observed gravity values.
 AE5359
 AE5359;                    North         East    Units  Estimated Accuracy
 AE5359;SPC MN S     -   315,131.9     848,173.5     MT  (+/- 3 meters HH1 GPS) 
 AE5359
 AE5359                          SUPERSEDED SURVEY CONTROL
 AE5359
 AE5359.No superseded survey control is available for this station.
 AE5359
 AE5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6925275752(NAD 83)
 AE5359
 AE5359_MARKER: DD = SURVEY DISK
 AE5359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5359_STAMPING: 2706 A 1 1979
 AE5359_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5359
 AE5359  HISTORY     - Date     Condition        Report By
 AE5359  HISTORY     - 1979     MONUMENTED       MNDT
 AE5359  HISTORY     - 20071016 GOOD             USPSQD
 AE5359
 AE5359                          STATION DESCRIPTION
 AE5359
 AE5359'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5359'THE MARK IS LOCATED IN THE TOWN OF ST LOUIS PARK, ABOUT 100 FEET SOUTH
 AE5359'OF TRUNK HIGHWAY 7 AT MINNEHAHA CREEK, WHICH IS 2.2 MILES WEST OF ITS
 AE5359'JUNCTION WITH TRUNK HIGHWAY 100 AND IS IN THE NE 1/4 OF SECTION 19,
 AE5359'T117N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2706
 AE5359'A 1 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27574
 AE5359'(CAMBRIDGE STREET OVER MINNEHAHA CREEK).
 AE5359
 AE5359                          STATION RECOVERY (2007)
 AE5359
 AE5359'RECOVERY NOTE BY US POWER SQUADRON 2007 (REA)
 AE5359'MARK IS LOCATED IN CITY OF HOPKINS, MN NOT ST. LOUIS PARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5360 ***********************************************************************
 AE5360  DESIGNATION -  2706 A 2
 AE5360  PID         -  AE5360
 AE5360  STATE/COUNTY-  MN/HENNEPIN
 AE5360  COUNTRY     -  US
 AE5360  USGS QUAD   -  HOPKINS (1993)
 AE5360
 AE5360                         *CURRENT SURVEY CONTROL
 AE5360  ______________________________________________________________________
 AE5360* NAD 83(1986) POSITION- 44 55 55.     (N) 093 23 08.     (W)   SCALED    
 AE5360* NAVD 88 ORTHO HEIGHT -   277.851  (meters)     911.58  (feet) ADJUSTED  
 AE5360  ______________________________________________________________________
 AE5360  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 AE5360  DYNAMIC HEIGHT  -        277.845 (meters)      911.56  (feet) COMP
 AE5360  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 AE5360
 AE5360  VERT ORDER      -  SECOND    CLASS II
 AE5360
 AE5360.The horizontal coordinates were scaled from a topographic map and have
 AE5360.an estimated accuracy of +/- 6 seconds.
 AE5360.
 AE5360.The orthometric height was determined by differential leveling and
 AE5360.adjusted in November 1999.
 AE5360
 AE5360.Photographs are available for this station.
 AE5360
 AE5360.The dynamic height is computed by dividing the NAVD 88
 AE5360.geopotential number by the normal gravity value computed on the
 AE5360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5360.degrees latitude (g = 980.6199 gals.).
 AE5360
 AE5360.The modeled gravity was interpolated from observed gravity values.
 AE5360
 AE5360;                    North         East    Units  Estimated Accuracy
 AE5360;SPC MN S     -   314,850.      848,500.      MT  (+/- 180 meters Scaled)
 AE5360
 AE5360                          SUPERSEDED SURVEY CONTROL
 AE5360
 AE5360.No superseded survey control is available for this station.
 AE5360
 AE5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK695754(NAD 83)
 AE5360
 AE5360_MARKER: DB = BENCH MARK DISK
 AE5360_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5360_SP_SET: BRIDGE ABUTMENT
 AE5360_STAMPING: 2706 A 2 1979
 AE5360_MARK LOGO: MNDT  
 AE5360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5360+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 AE5360
 AE5360  HISTORY     - Date     Condition        Report By
 AE5360  HISTORY     - 1979     MONUMENTED       MNDT
 AE5360  HISTORY     - 20051101 GOOD             USPSQD
 AE5360  HISTORY     - 20070912 GOOD             MNDT
 AE5360
 AE5360                          STATION DESCRIPTION
 AE5360
 AE5360'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5360'THE MARK IS LOCATED IN THE TOWN OF ST LOUIS PARK, ABOUT 0.4 MILE SOUTH
 AE5360'ALONG BLAKE STREET FROM ITS JUNCTION WITH TRUNK HIGHWAY 7, WHICH IS
 AE5360'ABOUT 2 MILES WEST ALONG HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK
 AE5360'HIGHWAY 100 AND IS IN THE NE 1/4 0F SECTION 19, T117N, R21W.  THE
 AE5360'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2706 A 2 1979---, IS
 AE5360'SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27617 (BLAKE ROAD OVER
 AE5360'MINNEHAHA CREEK).
 AE5360
 AE5360                          STATION RECOVERY (2005)
 AE5360
 AE5360'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 AE5360'RECOVERED IN GOOD CONDITION.
 AE5360
 AE5360                          STATION RECOVERY (2007)
 AE5360
 AE5360'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5360'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF
 AE5360'MINNEAPOLIS, 6.8 MI (10.9 KM) NORTHEAST OF EDEN PRAIRIE AND 3.8 MI
 AE5360'(6.1 KM) EAST OF HOPKINS.
 AE5360' 
 AE5360'TO REACH TO THE POINT IN SAINT LOUIS PARK, GO 2 MI (3.2 KM) WEST ALONG
 AE5360'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100, 0.4 MI (0.6 KM)
 AE5360'SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 7 AND BLAKE ROAD ALONG BLAKE
 AE5360'ROAD, IN SOUTHEAST CORNER OF BLAKE ROAD BRIDGE 27617 OVER MINNEHAHA
 AE5360'CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5364 ***********************************************************************
 AE5364  DESIGNATION -  2706 AA
 AE5364  PID         -  AE5364
 AE5364  STATE/COUNTY-  MN/HENNEPIN
 AE5364  COUNTRY     -  US
 AE5364  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5364
 AE5364                         *CURRENT SURVEY CONTROL
 AE5364  ______________________________________________________________________
 AE5364* NAD 83(1986) POSITION- 44 56 16.8    (N) 093 21 45.3    (W)   HD_HELD2  
 AE5364* NAVD 88 ORTHO HEIGHT -   282.856  (meters)     928.00  (feet) ADJUSTED  
 AE5364  ______________________________________________________________________
 AE5364  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 AE5364  DYNAMIC HEIGHT  -        282.849 (meters)      927.98  (feet) COMP
 AE5364  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 AE5364
 AE5364  VERT ORDER      -  SECOND    CLASS II
 AE5364
 AE5364.The horizontal coordinates were established by autonomous hand held GPS
 AE5364.observations and have an estimated accuracy of +/- 10 meters.
 AE5364.
 AE5364.The orthometric height was determined by differential leveling and
 AE5364.adjusted in November 1999.
 AE5364
 AE5364.Photographs are available for this station.
 AE5364
 AE5364.The dynamic height is computed by dividing the NAVD 88
 AE5364.geopotential number by the normal gravity value computed on the
 AE5364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5364.degrees latitude (g = 980.6199 gals.).
 AE5364
 AE5364.The modeled gravity was interpolated from observed gravity values.
 AE5364
 AE5364;                    North         East    Units  Estimated Accuracy
 AE5364;SPC MN S     -   315,533.      850,309.      MT  (+/- 10 meters HH2 GPS)
 AE5364
 AE5364                          SUPERSEDED SURVEY CONTROL
 AE5364
 AE5364.No superseded survey control is available for this station.
 AE5364
 AE5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7139276126(NAD 83)
 AE5364
 AE5364_MARKER: DV = VERTICAL CONTROL DISK
 AE5364_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5364_SP_SET: BRIDGE ABUTMENT
 AE5364_STAMPING: 2706 AA 1979
 AE5364_MARK LOGO: MNDT  
 AE5364_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5364+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 AE5364
 AE5364  HISTORY     - Date     Condition        Report By
 AE5364  HISTORY     - 1979     MONUMENTED       MNDT
 AE5364  HISTORY     - 20021202 GOOD             USPSQD
 AE5364  HISTORY     - 20070912 GOOD             MNDT
 AE5364
 AE5364                          STATION DESCRIPTION
 AE5364
 AE5364'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5364'THE MARK IS LOCATED IN THE TOWN OF ST. LOUIS PARK 0.75 MILE WEST ALONG
 AE5364'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 AND IN THE SE
 AE5364'1/4 OF SECTION 17, T117N, R 21W.  THE MARK, A STANDARD MNDT VERTICAL
 AE5364'CONTROL MONUMENT DISK STAMPED---2706 AA 1979---, IS SET IN THE
 AE5364'SOUTHEAST CORNER OF BRIDGE NUMBER 5199 (MINNEAPOLIS, NORTHFIELD AND
 AE5364'SOUTHERN RAILROAD OVER HIGHWAY 7).
 AE5364
 AE5364                          STATION RECOVERY (2002)
 AE5364
 AE5364'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5364'RECOVERED IN GOOD CONDITION.
 AE5364
 AE5364                          STATION RECOVERY (2007)
 AE5364
 AE5364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5364'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 AE5364'BLOOMINGTON, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF MINNEAPOLIS AND 5.0 MI
 AE5364'(8.0 KM) EAST OF HOPKINS.
 AE5364' 
 AE5364'TO REACH TO THE MARK FROM SAINT LOUIS PARK, GO 0.7 MI (1.1 KM) WEST OF
 AE5364'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7, IN SOUTHEAST
 AE5364'CORNER OF RAILROAD BRIDGE 5199 OVER TRUNK HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5365 ***********************************************************************
 AE5365  DESIGNATION -  2706 AC
 AE5365  PID         -  AE5365
 AE5365  STATE/COUNTY-  MN/HENNEPIN
 AE5365  COUNTRY     -  US
 AE5365  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5365
 AE5365                         *CURRENT SURVEY CONTROL
 AE5365  ______________________________________________________________________
 AE5365* NAD 83(1986) POSITION- 44 56 36.     (N) 093 20 51.     (W)   SCALED    
 AE5365* NAVD 88 ORTHO HEIGHT -   275.029  (meters)     902.32  (feet) ADJUSTED  
 AE5365  ______________________________________________________________________
 AE5365  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 AE5365  DYNAMIC HEIGHT  -        275.022 (meters)      902.30  (feet) COMP
 AE5365  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 AE5365
 AE5365  VERT ORDER      -  SECOND    CLASS II
 AE5365
 AE5365.The horizontal coordinates were scaled from a topographic map and have
 AE5365.an estimated accuracy of +/- 6 seconds.
 AE5365.
 AE5365.The orthometric height was determined by differential leveling and
 AE5365.adjusted in November 1999.
 AE5365
 AE5365.Photographs are available for this station.
 AE5365
 AE5365.The dynamic height is computed by dividing the NAVD 88
 AE5365.geopotential number by the normal gravity value computed on the
 AE5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5365.degrees latitude (g = 980.6199 gals.).
 AE5365
 AE5365.The modeled gravity was interpolated from observed gravity values.
 AE5365
 AE5365;                    North         East    Units  Estimated Accuracy
 AE5365;SPC MN S     -   316,140.      851,500.      MT  (+/- 180 meters Scaled)
 AE5365
 AE5365                          SUPERSEDED SURVEY CONTROL
 AE5365
 AE5365.No superseded survey control is available for this station.
 AE5365
 AE5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725767(NAD 83)
 AE5365
 AE5365_MARKER: DV = VERTICAL CONTROL DISK
 AE5365_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5365_SP_SET: BRIDGE ABUTMENT
 AE5365_STAMPING: 2706 AC 1980
 AE5365_MARK LOGO: MNDT  
 AE5365_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5365+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993
 AE5365
 AE5365  HISTORY     - Date     Condition        Report By
 AE5365  HISTORY     - 1980     MONUMENTED       MNDT
 AE5365  HISTORY     - 19930909 GOOD             MNDT
 AE5365  HISTORY     - 20021202 GOOD             USPSQD
 AE5365  HISTORY     - 20070705 GOOD             MNDT
 AE5365
 AE5365                          STATION DESCRIPTION
 AE5365
 AE5365'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE5365'THE MARK IS LOCATED IN THE TOWN OF ST LOUIS PARK AT THE JUNCTION OF
 AE5365'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF SECTION
 AE5365'6, T28N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE5365'DISK STAMPED---2706 AC 1980---, IS SET IN THE SIDEWALK IN THE
 AE5365'SOUTHEAST CORNER OF BRIDGE NUMBER 5462 (HIGHWAY 7 OVER HIGHWAY 100).
 AE5365
 AE5365                          STATION RECOVERY (1993)
 AE5365
 AE5365'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 AE5365'MARK RECOVERED AS FORMERLY DESCRIBED.
 AE5365
 AE5365                          STATION RECOVERY (2002)
 AE5365
 AE5365'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5365'RECOVERED IN GOOD CONDITION.
 AE5365
 AE5365                          STATION RECOVERY (2007)
 AE5365
 AE5365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5365'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 AE5365'BLOOMINGTON, 5.8 MI (9.3 KM) EAST-NORTHEAST OF HOPKINS AND 4.8 MI (7.7
 AE5365'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 AE5365' 
 AE5365'TO REACH TO THE MARK FROM SAINT LOUIS PARK, AT THE JUNCTION OF TRUNK
 AE5365'HIGHWAY 7 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 AE5365'7 BRIDGE 5462 OVER TRUNK HIGHWAY 100, IN BRIDGE SIDEWALK, 3 FT (0.9 M)
 AE5365'WEST OF EAST END OF SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1995 ***********************************************************************
 PP1995  DESIGNATION -  2706 B
 PP1995  PID         -  PP1995
 PP1995  STATE/COUNTY-  MN/HENNEPIN
 PP1995  COUNTRY     -  US
 PP1995  USGS QUAD   -  EXCELSIOR (1997)
 PP1995
 PP1995                         *CURRENT SURVEY CONTROL
 PP1995  ______________________________________________________________________
 PP1995* NAD 83(1986) POSITION- 44 54 00.86   (N) 093 33 43.33   (W)   HD_HELD1  
 PP1995* NAVD 88 ORTHO HEIGHT -   294.998  (meters)     967.84  (feet) ADJUSTED  
 PP1995  ______________________________________________________________________
 PP1995  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PP1995  DYNAMIC HEIGHT  -        294.994 (meters)      967.83  (feet) COMP
 PP1995  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 PP1995
 PP1995  VERT ORDER      -  SECOND    CLASS 0
 PP1995
 PP1995.The horizontal coordinates were established by differentially corrected
 PP1995.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1995.
 PP1995.The orthometric height was determined by differential leveling and
 PP1995.adjusted in June 1991.
 PP1995
 PP1995.Photographs are available for this station.
 PP1995
 PP1995.The dynamic height is computed by dividing the NAVD 88
 PP1995.geopotential number by the normal gravity value computed on the
 PP1995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1995.degrees latitude (g = 980.6199 gals.).
 PP1995
 PP1995.The modeled gravity was interpolated from observed gravity values.
 PP1995
 PP1995;                    North         East    Units  Estimated Accuracy
 PP1995;SPC MN S     -   311,233.4     834,589.9     MT  (+/- 3 meters HH1 GPS) 
 PP1995
 PP1995                          SUPERSEDED SURVEY CONTROL
 PP1995
 PP1995  NGVD 29 (??/??/92)  294.942  (m)          967.66   (f) ADJ UNCH    2 0
 PP1995
 PP1995.Superseded values are not recommended for survey control.
 PP1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1995.See file dsdata.txt to determine how the superseded data were derived.
 PP1995
 PP1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5562672021(NAD 83)
 PP1995
 PP1995_MARKER: DB = BENCH MARK DISK
 PP1995_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1995_SP_SET: BRIDGE ABUTMENT
 PP1995_STAMPING: 2706 B 1967
 PP1995_MARK LOGO: MNHD  
 PP1995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1995+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 PP1995
 PP1995  HISTORY     - Date     Condition        Report By
 PP1995  HISTORY     - 1967     MONUMENTED       MNHD
 PP1995  HISTORY     - 1979     GOOD             LOCSUR
 PP1995  HISTORY     - 1979     GOOD             MNDT
 PP1995  HISTORY     - 1979     GOOD             MNDT
 PP1995  HISTORY     - 19920728 GOOD             MNDT
 PP1995  HISTORY     - 19961005 GOOD             USPSQD
 PP1995  HISTORY     - 20021017 GOOD             USPSQD
 PP1995  HISTORY     - 20060324 GOOD             USPSQD
 PP1995  HISTORY     - 20070726 GOOD             MNDT
 PP1995
 PP1995                          STATION DESCRIPTION
 PP1995
 PP1995'DESCRIBED BY MN HIGHWAY DEPT 1967
 PP1995'IN EXCELSIOR.
 PP1995'MARK IS LOCATED IN THE NW 1/4, SECTION 35, T117N, R23W, AT EXCELSIOR.
 PP1995'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2706 B
 PP1995'1967 SET IN THE SOUTHEAST CORNER OF BRIDGE ABUTMENT (NO. 9122). COUNTY
 PP1995'ROAD 82 BRIDGE OVER T.H. 7.
 PP1995
 PP1995                          STATION RECOVERY (1979)
 PP1995
 PP1995'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (1979)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1995'RECOVERED AS DESCRIBED.
 PP1995
 PP1995                          STATION RECOVERY (1979)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1995'THE MARK IS LOCATED IN THE TOWN OF EXCELSIOR 1.1 MILES EASTERLY ALONG
 PP1995'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR,
 PP1995'AT HIGHWAY 7 MILEPOINT 183.1 AND IS IN THE NW 1/4 OF SECTION 35,
 PP1995'T117N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2706
 PP1995'B 1967---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9122,
 PP1995'COUNTY ROAD 82 (MILL STREET) OVER HIGHWAY 7.
 PP1995
 PP1995                          STATION RECOVERY (1992)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1995'RECOVERED AS DESCRIBED AND IS 29.0 FT (8.8 M) EAST OF MILL ST.
 PP1995
 PP1995                          STATION RECOVERY (1996)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2002)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2006)
 PP1995
 PP1995'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1995'RECOVERED IN GOOD CONDITION.
 PP1995
 PP1995                          STATION RECOVERY (2007)
 PP1995
 PP1995'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PP1995'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF EDEN PRAIRIE,
 PP1995'5.2 MI (8.4 KM) WEST-SOUTHWEST OF HOPKINS AND 0.3 MI (0.5 KM)
 PP1995'SOUTHEAST OF EXCELSIOR.
 PP1995' 
 PP1995'TO REACH TO THE MARK IN EXCELSIOR, GO 1.1 MI (1.8 KM) EAST ALONG TRUNK
 PP1995'HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 41,
 PP1995'IN SOUTHEAST CORNER OF COUNTY ROAD 82 (MILL STREET) BRIDGE 9122 OVER
 PP1995'TRUNK HIGHWAY 7, 29 FT (8.8 M) EAST OF MILLING STREET, AT TRUNK
 PP1995'HIGHWAY 7 MILE POINT 183.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5178 ***********************************************************************
 AE5178  DESIGNATION -  2706 C 1
 AE5178  PID         -  AE5178
 AE5178  STATE/COUNTY-  MN/HENNEPIN
 AE5178  COUNTRY     -  US
 AE5178  USGS QUAD   -  EXCELSIOR (1997)
 AE5178
 AE5178                         *CURRENT SURVEY CONTROL
 AE5178  ______________________________________________________________________
 AE5178* NAD 83(1986) POSITION- 44 53 38.62   (N) 093 34 32.03   (W)   HD_HELD1  
 AE5178* NAVD 88 ORTHO HEIGHT -   296.365  (meters)     972.32  (feet) ADJUSTED  
 AE5178  ______________________________________________________________________
 AE5178  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AE5178  DYNAMIC HEIGHT  -        296.360 (meters)      972.31  (feet) COMP
 AE5178  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 AE5178
 AE5178  VERT ORDER      -  SECOND    CLASS I
 AE5178
 AE5178.The horizontal coordinates were established by differentially corrected
 AE5178.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5178.
 AE5178.The orthometric height was determined by differential leveling and
 AE5178.adjusted in November 1999.
 AE5178
 AE5178.Photographs are available for this station.
 AE5178
 AE5178.The dynamic height is computed by dividing the NAVD 88
 AE5178.geopotential number by the normal gravity value computed on the
 AE5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5178.degrees latitude (g = 980.6199 gals.).
 AE5178
 AE5178.The modeled gravity was interpolated from observed gravity values.
 AE5178
 AE5178;                    North         East    Units  Estimated Accuracy
 AE5178;SPC MN S     -   310,541.3     833,525.1     MT  (+/- 3 meters HH1 GPS) 
 AE5178
 AE5178                          SUPERSEDED SURVEY CONTROL
 AE5178
 AE5178.No superseded survey control is available for this station.
 AE5178
 AE5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5455371343(NAD 83)
 AE5178
 AE5178_MARKER: DV = VERTICAL CONTROL DISK
 AE5178_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5178+WITH SETTING: INFORMATION.
 AE5178_STAMPING: 2706 C 1 1979
 AE5178_MARK LOGO: MNDT  
 AE5178_PROJECTION: FLUSH
 AE5178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5178+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 AE5178_ROD/PIPE-DEPTH:  2.4 meters
 AE5178
 AE5178  HISTORY     - Date     Condition        Report By
 AE5178  HISTORY     - 1978     MONUMENTED       MNDT
 AE5178  HISTORY     - 1979     GOOD             MNDT
 AE5178  HISTORY     - 19920728 GOOD             MNDT
 AE5178  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 AE5178  HISTORY     - 20070726 GOOD             MNDT
 AE5178
 AE5178                          STATION DESCRIPTION
 AE5178
 AE5178'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5178'RECOVERED AS DESCRIBED.
 AE5178
 AE5178                          STATION RECOVERY (1992)
 AE5178
 AE5178'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AE5178'RECOVERED AS DESCRIBED. IN EXCELSIOR, 0.3 MI (0.5 KM) EAST OF JCT OF
 AE5178'TH 41 AND TH 7, IN FRONT OF CHURCH, 74 FT (22.6 M) NORTH OF WB TH 7,
 AE5178'AT TH 7 MP 182.25, 13 FT (4.0 M) SOUTH OF NORTH FRONTAGE RD, 4 FT (1.2
 AE5178'M) EAST OF P-POLE 79, 1.0 FT (0.3 M) SOUTH OF WIT POST.  MARK IS A
 AE5178'STANDARD BENCH MARK DISK ON TOP OF A 8 FT (2.4 M) LONG COPPER-CLAD
 AE5178'STEEL ROD WITH A 4 INCH SIGN POST BOLTED TO THE BOTTOM AND SET IN 8
 AE5178'INCHES OF CONCRETE.
 AE5178
 AE5178                          STATION RECOVERY (2002)
 AE5178
 AE5178'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5178'MARK NOT FOUND.
 AE5178
 AE5178                          STATION RECOVERY (2007)
 AE5178
 AE5178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5178'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF MOUND, 4.9
 AE5178'MI (7.9 KM) EAST-NORTHEAST OF VICTORIA AND 0.8 MI (1.3 KM) SOUTHWEST
 AE5178'OF EXCELSIOR.
 AE5178' 
 AE5178'TO REACH TO THE MARK IN EXCELSIOR, 0.3 MI (0.5 KM) EAST OF THE
 AE5178'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 7, IN FRONT OF CHURCH,
 AE5178'74 FT (22.6 M) NORTH OF WESTBOUND TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7
 AE5178'MILE POINT 182.25, 13 FT (4.0 M) SOUTH OF NORTH FRONTAGE ROAD, 4 FT
 AE5178'(1.2 M) EAST OF POWER POLE 79, 1.0 FT (0.3 M) SOUTH OF A WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5179 ***********************************************************************
 AE5179  DESIGNATION -  2706 D
 AE5179  PID         -  AE5179
 AE5179  STATE/COUNTY-  MN/HENNEPIN
 AE5179  COUNTRY     -  US
 AE5179  USGS QUAD   -  EXCELSIOR (1997)
 AE5179
 AE5179                         *CURRENT SURVEY CONTROL
 AE5179  ______________________________________________________________________
 AE5179* NAD 83(1986) POSITION- 44 53 48.77   (N) 093 34 10.48   (W)   HD_HELD1  
 AE5179* NAVD 88 ORTHO HEIGHT -   290.321  (meters)     952.49  (feet) ADJUSTED  
 AE5179  ______________________________________________________________________
 AE5179  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AE5179  DYNAMIC HEIGHT  -        290.317 (meters)      952.48  (feet) COMP
 AE5179  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 AE5179
 AE5179  VERT ORDER      -  SECOND    CLASS I
 AE5179
 AE5179.The horizontal coordinates were established by differentially corrected
 AE5179.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5179.
 AE5179.The orthometric height was determined by differential leveling and
 AE5179.adjusted in November 1999.
 AE5179
 AE5179.Photographs are available for this station.
 AE5179
 AE5179.The dynamic height is computed by dividing the NAVD 88
 AE5179.geopotential number by the normal gravity value computed on the
 AE5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5179.degrees latitude (g = 980.6199 gals.).
 AE5179
 AE5179.The modeled gravity was interpolated from observed gravity values.
 AE5179
 AE5179;                    North         East    Units  Estimated Accuracy
 AE5179;SPC MN S     -   310,857.1     833,996.2     MT  (+/- 3 meters HH1 GPS) 
 AE5179
 AE5179                          SUPERSEDED SURVEY CONTROL
 AE5179
 AE5179.No superseded survey control is available for this station.
 AE5179
 AE5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5502871653(NAD 83)
 AE5179
 AE5179_MARKER: DB = BENCH MARK DISK
 AE5179_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5179+WITH SETTING: INFORMATION.
 AE5179_STAMPING: 2706 D 1979
 AE5179_MARK LOGO: MNDT  
 AE5179_PROJECTION: FLUSH
 AE5179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5179+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2007
 AE5179_ROD/PIPE-DEPTH:  2.4 meters
 AE5179
 AE5179  HISTORY     - Date     Condition        Report By
 AE5179  HISTORY     - 1978     MONUMENTED       MNDT
 AE5179  HISTORY     - 1979     GOOD             MNDT
 AE5179  HISTORY     - 1979     GOOD             MNDT
 AE5179  HISTORY     - 19940410 GOOD             MNDT
 AE5179  HISTORY     - 20021016 GOOD             USPSQD
 AE5179  HISTORY     - 20070726 GOOD             MNDT
 AE5179
 AE5179                          STATION DESCRIPTION
 AE5179
 AE5179'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5179'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS 60 FEET SOUTH OF AND
 AE5179'ABOUT 0.5 FOOT HIGHER THAN THE CENTERLINE OF EASTBOUND HIGHWAY 7 AT
 AE5179'ENGINEERS STATION 2142+45 AND MILEPOINT 182.6.
 AE5179
 AE5179                          STATION RECOVERY (1979)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 AE5179'RECOVERED AS DESCRIBED.
 AE5179
 AE5179                          STATION RECOVERY (1994)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (HTS)
 AE5179'RECOVERED AS DESCRIBED. IN EXCELSIOR, 0.6 MI (1.0 KM) EAST OF JCT OF
 AE5179'TH 41 AND TH 7, 87 FT (26.5 M) NW OF P-POLE, 60 FT (18.3 M) SOUTH OF
 AE5179'EB TH 7, AT TH 7 MP 182.6, 51 FT (15.5 M) NW OF GALPEN LAKE RD, 1 FT
 AE5179'(0.3 M) NORTH OF WIT POST.  MARK IS A STANDARD BENCH MARK DISK ON TOP
 AE5179'OF A 8 FT (2.4 M) LONG COPPER-CLAD STEEL ROD WITH A 4 INCH SIGN POST
 AE5179'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE. NOTE - RECOVERED
 AE5179'IN GOOD CONDITION IN 1992.
 AE5179
 AE5179                          STATION RECOVERY (2002)
 AE5179
 AE5179'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5179'MARK IN PVC PIPE
 AE5179
 AE5179                          STATION RECOVERY (2007)
 AE5179
 AE5179'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5179'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-SOUTHEAST OF MOUND, 5.2
 AE5179'MI (8.4 KM) EAST-NORTHEAST OF VICTORIA AND 0.5 MI (0.8 KM)
 AE5179'SOUTH-SOUTHWEST OF EXCELSIOR.
 AE5179' 
 AE5179'TO REACH TO THE MARK, IN EXCELSIOR, 0.6 MI (1.0 KM) EAST OF THE
 AE5179'JUNCTION OF TRUNK HIGHWAY 41 AND TRUNK HIGHWAY 7, 87 FT (26.5 M)
 AE5179'NORTHWEST OF POWER POLE, 60 FT (18.3 M) SOUTH OF EASTBOUND TRUNK
 AE5179'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 182.6, 51 FT (15.5 M)
 AE5179'NORTHWEST OF GALPEN LAKE ROAD, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5866 ***********************************************************************
 AE5866  DESIGNATION -  2706 F
 AE5866  PID         -  AE5866
 AE5866  STATE/COUNTY-  MN/HENNEPIN
 AE5866  COUNTRY     -  US
 AE5866  USGS QUAD   -  EXCELSIOR (1997)
 AE5866
 AE5866                         *CURRENT SURVEY CONTROL
 AE5866  ______________________________________________________________________
 AE5866* NAD 83(1986) POSITION- 44 54 21.     (N) 093 32 28.     (W)   SCALED    
 AE5866* NAVD 88 ORTHO HEIGHT -   294.274  (meters)     965.46  (feet) ADJUSTED  
 AE5866  ______________________________________________________________________
 AE5866  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AE5866  DYNAMIC HEIGHT  -        294.270 (meters)      965.45  (feet) COMP
 AE5866  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 AE5866
 AE5866  VERT ORDER      -  SECOND    CLASS II
 AE5866
 AE5866.The horizontal coordinates were scaled from a topographic map and have
 AE5866.an estimated accuracy of +/- 6 seconds.
 AE5866.
 AE5866.The orthometric height was determined by differential leveling and
 AE5866.adjusted in November 1999.
 AE5866
 AE5866.The dynamic height is computed by dividing the NAVD 88
 AE5866.geopotential number by the normal gravity value computed on the
 AE5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5866.degrees latitude (g = 980.6199 gals.).
 AE5866
 AE5866.The modeled gravity was interpolated from observed gravity values.
 AE5866
 AE5866;                    North         East    Units  Estimated Accuracy
 AE5866;SPC MN S     -   311,860.      836,240.      MT  (+/- 180 meters Scaled)
 AE5866
 AE5866                          SUPERSEDED SURVEY CONTROL
 AE5866
 AE5866.No superseded survey control is available for this station.
 AE5866
 AE5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK572726(NAD 83)
 AE5866
 AE5866_MARKER: DD = SURVEY DISK
 AE5866_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5866_STAMPING: 2706 F 1979
 AE5866_MARK LOGO: MNDT  
 AE5866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5866
 AE5866  HISTORY     - Date     Condition        Report By
 AE5866  HISTORY     - 1979     MONUMENTED       MNDT
 AE5866  HISTORY     - 20021010 GOOD             USPSQD
 AE5866  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 AE5866
 AE5866                          STATION DESCRIPTION
 AE5866
 AE5866'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5866'THE MARK IS LOCATED IN THE WEST END OF A WAYSIDE REST AREA IN THE TOWN
 AE5866'OF SHOREWOOD , 2.2 MILES NORTHEAST ALONG TRUNK HIGHWAY 7 FROM ITS
 AE5866'JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR AND IN THE NW 1/4 OF
 AE5866'SECTION 36, T117N, R23W.  THE MARK IS 53 FEET NORTH OF AND ABOUT 2
 AE5866'FEET LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 7 AT ENGINEERS
 AE5866'STATION 48+55 AND MILEPOINT 184.2, 33 FEET EAST OF A 12 INCH OAK TREE,
 AE5866'31 FEET NORTHEAST OF THE END POST OF A TRIPLE CABLE GUARD RAIL AND I
 AE5866'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE5866'VERTICAL CONTROL MONUMENT DISK STAMPED---2706 F 1979---, IS FASTENED
 AE5866'TO THE TOP OF A 8 FOOT LONG SECTION OF COPPER-CLAD STEEL ROD
 AE5866'(MAGNETIC) WITH 4 INCHES OF STEEL ROD BOLTED TO THE BOTTOM AND SET IN
 AE5866'8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE. THE MARK IS BURIED 2
 AE5866'INCHES BELOW THE SURFACE OF THE GROUND.
 AE5866
 AE5866                          STATION RECOVERY (2002)
 AE5866
 AE5866'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5866'MARKER IN DAMAGED PVC PIPE
 AE5866
 AE5866                          STATION RECOVERY (2007)
 AE5866
 AE5866'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5866'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5867 ***********************************************************************
 AE5867  DESIGNATION -  2706 G
 AE5867  PID         -  AE5867
 AE5867  STATE/COUNTY-  MN/HENNEPIN
 AE5867  COUNTRY     -  US
 AE5867  USGS QUAD   -  EXCELSIOR (1997)
 AE5867
 AE5867                         *CURRENT SURVEY CONTROL
 AE5867  ______________________________________________________________________
 AE5867* NAD 83(1986) POSITION- 44 54 26.     (N) 093 32 00.     (W)   SCALED    
 AE5867* NAVD 88 ORTHO HEIGHT -   302.146  (meters)     991.29  (feet) ADJUSTED  
 AE5867  ______________________________________________________________________
 AE5867  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AE5867  DYNAMIC HEIGHT  -        302.142 (meters)      991.28  (feet) COMP
 AE5867  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 AE5867
 AE5867  VERT ORDER      -  SECOND    CLASS II
 AE5867
 AE5867.The horizontal coordinates were scaled from a topographic map and have
 AE5867.an estimated accuracy of +/- 6 seconds.
 AE5867.
 AE5867.The orthometric height was determined by differential leveling and
 AE5867.adjusted in November 1999.
 AE5867
 AE5867.The dynamic height is computed by dividing the NAVD 88
 AE5867.geopotential number by the normal gravity value computed on the
 AE5867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5867.degrees latitude (g = 980.6199 gals.).
 AE5867
 AE5867.The modeled gravity was interpolated from observed gravity values.
 AE5867
 AE5867;                    North         East    Units  Estimated Accuracy
 AE5867;SPC MN S     -   312,020.      836,850.      MT  (+/- 180 meters Scaled)
 AE5867
 AE5867                          SUPERSEDED SURVEY CONTROL
 AE5867
 AE5867.No superseded survey control is available for this station.
 AE5867
 AE5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK578727(NAD 83)
 AE5867
 AE5867_MARKER: DD = SURVEY DISK
 AE5867_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5867+WITH SETTING: INTO GROUND
 AE5867_STAMPING: 2706 G 1979
 AE5867_MARK LOGO: MNDT  
 AE5867_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5867
 AE5867  HISTORY     - Date     Condition        Report By
 AE5867  HISTORY     - 1979     MONUMENTED       MNDT
 AE5867  HISTORY     - 20021010 GOOD             USPSQD
 AE5867  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 AE5867  HISTORY     - 20080407 MARK NOT FOUND   MNDT
 AE5867
 AE5867                          STATION DESCRIPTION
 AE5867
 AE5867'DESCRIBED BY MN DEPT OF TRANSP 1979 (OCO)
 AE5867'THE MARK IS LOCATED AT THE EAST END OF A WAYSIDE REST AREA NEAR BROMS
 AE5867'MARKET IN THE TOWN OF SHOREWOOD, 2.6 MILES NORTHEAST ALONG TRUNK
 AE5867'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 41 IN EXCELSIOR, 1.7
 AE5867'MILES WESTERLY ALONG HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AE5867'101 IN MINNETONKA AND IS IN THE SE 1/4 OF SECTION 25, T117N, R23W. THE
 AE5867'MARK IS 73 FEET SOUTH OF AND ABOUT 1 FOOT HIGHER THAN THE EASTBOUND
 AE5867'CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 75+50 AND MILEPOINT
 AE5867'184.6, 37 FEET NORTHEAST OF A STONE PICNIC TABLE, 30 FEET WEST OF A 12
 AE5867'INCH ASH TREE AND 1 FOOT NORTH OF A STEEL WITNESS POST. THE MARK, A
 AE5867'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 G 1979---,
 AE5867'IS FASTENED TO THE TOP OF A 8 FOOT LONG SECTION OF COPPER-CLAD STEEL
 AE5867'ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM
 AE5867'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK
 AE5867'IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE5867
 AE5867                          STATION RECOVERY (2002)
 AE5867
 AE5867'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5867'RECOVERED IN GOOD CONDITION.
 AE5867
 AE5867                          STATION RECOVERY (2007)
 AE5867
 AE5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AE5867'THE MARK WAS NOT RECOVERED.
 AE5867
 AE5867                          STATION RECOVERY (2008)
 AE5867
 AE5867'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE5867'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5870 ***********************************************************************
 AE5870  HT_MOD      -  This is a Height Modernization Survey Station.
 AE5870  DESIGNATION -  2706 K
 AE5870  PID         -  AE5870
 AE5870  STATE/COUNTY-  MN/HENNEPIN
 AE5870  COUNTRY     -  US
 AE5870  USGS QUAD   -  EXCELSIOR (1997)
 AE5870
 AE5870                         *CURRENT SURVEY CONTROL
 AE5870  ______________________________________________________________________
 AE5870* NAD 83(2007) POSITION- 44 54 48.02378(N) 093 30 18.18786(W)   ADJUSTED  
 AE5870* NAD 83(2007) ELLIP HT-   245.978 (meters)        (02/25/11)   ADJUSTED
 AE5870* NAD 83(2007) EPOCH   -  2002.00
 AE5870* NAVD 88 ORTHO HEIGHT -   272.78   (meters)     894.9   (feet) GPS OBS   
 AE5870  ______________________________________________________________________
 AE5870  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 AE5870  NAD 83(2007) X  -   -276,616.597 (meters)                     COMP
 AE5870  NAD 83(2007) Y  - -4,516,106.185 (meters)                     COMP
 AE5870  NAD 83(2007) Z  -  4,480,707.059 (meters)                     COMP
 AE5870  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC09
 AE5870  HORZ ORDER      -  FIRST
 AE5870  ELLP ORDER      -  SECOND    CLASS I
 AE5870
 AE5870.The horizontal coordinates were established by GPS observations
 AE5870.and adjusted by the MN DEPT OF TRANSP in February 2011.
 AE5870
 AE5870.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE5870.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE5870
 AE5870.The horizontal coordinates are valid at the epoch date displayed above
 AE5870.which is a decimal equivalence of Year/Month/Day.
 AE5870
 AE5870.The orthometric height was determined by GPS observations and a
 AE5870.high-resolution geoid model using precise GPS observation and
 AE5870.processing techniques. It supersedes the leveled height previously
 AE5870.determined for this station.
 AE5870
 AE5870.Photographs are available for this station.
 AE5870
 AE5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5870
 AE5870.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE5870
 AE5870.The ellipsoidal height was determined by GPS observations
 AE5870.and is referenced to NAD 83.
 AE5870
 AE5870. The following values were computed from the NAD 83(2007) position.
 AE5870
 AE5870;                    North         East     Units Scale Factor Converg.
 AE5870;SPC MN S     -   312,714.927   839,081.574   MT  0.99994785   +0 20 48.9
 AE5870;SPC MN S     - 1,025,965.56  2,752,886.80   sFT  0.99994785   +0 20 48.9
 AE5870;UTM  15      - 4,973,447.695   460,134.202   MT  0.99961954   -0 21 23.7
 AE5870
 AE5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5870!SPC MN S     -   0.99996144  x   0.99994785  =   0.99990929
 AE5870!UTM  15      -   0.99996144  x   0.99961954  =   0.99958099
 AE5870
 AE5870                          SUPERSEDED SURVEY CONTROL
 AE5870
 AE5870  NAVD 88 (11/23/99)  272.813  (m)          895.05   (f) ADJUSTED    2 2
 AE5870
 AE5870.Superseded values are not recommended for survey control.
 AE5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5870.See file dsdata.txt to determine how the superseded data were derived.
 AE5870
 AE5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6013473447(NAD 83)
 AE5870
 AE5870_MARKER: DD = SURVEY DISK
 AE5870_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AE5870+WITH SETTING: INTO GROUND
 AE5870_STAMPING: 2706 K 1979
 AE5870_MARK LOGO: MNDT  
 AE5870_PROJECTION: RECESSED 30 CENTIMETERS
 AE5870_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5870+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2008
 AE5870
 AE5870  HISTORY     - Date     Condition        Report By
 AE5870  HISTORY     - 19791201 MONUMENTED       MNDT
 AE5870  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5870  HISTORY     - 20070725 MARK NOT FOUND   MNDT
 AE5870  HISTORY     - 20080408 GOOD             MNDT
 AE5870
 AE5870                          STATION DESCRIPTION
 AE5870
 AE5870'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5870'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA  NEAR THE 7-HI SHOPPING
 AE5870'CENTER, IS 0.1 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 AE5870'TRUNK HIGHWAY 101 IN MINNETONKA AND IS IN THE SE 1/4 OF SECTION 30,
 AE5870'T117N, R22W.  THE MARK IS 66 FEET NORTH OF AND ABOUT 1 FOOT LOWER THAN
 AE5870'THE WESTBOUND CENTERLINE OF HIGHWAY 7 AT ENGINEERS STATION 156+70 AND
 AE5870'MILEPOINT 186.2, 35 FEET WEST OF THE SOUTH ENTRANCE TO THE SHOPPING
 AE5870'CENTER, 69 FEET WEST OF A POWER POLE AND 8 FEET SOUTH OF THE SOUTH END
 AE5870'OF A DECORATIVE BLOCK WALL AT THE ENTRANCE TO SHOPPING CENTER.  THE
 AE5870'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 K
 AE5870'1979---, IS FASTENED TO THE TOP OF A 8 FOOT LONG SECTION OF
 AE5870'COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST
 AE5870'BOLTED TO THE BOTTOM AND IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AE5870'DIAMETER HOLE.  THE MARK IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 AE5870'GROUND.
 AE5870
 AE5870                          STATION RECOVERY (2002)
 AE5870
 AE5870'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5870'MARK NOT FOUND.
 AE5870
 AE5870                          STATION RECOVERY (2007)
 AE5870
 AE5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5870'THE MARK WAS NOT RECOVERED.
 AE5870
 AE5870                          STATION RECOVERY (2008)
 AE5870
 AE5870'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE5870'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE5870'THE MARK IS IN MINNETONKA, 0.1 MILE WEST ALONG TRUNK HIGHWAY 7 FROM
 AE5870'THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 7, AT TRUNK
 AE5870'HIGHWAY 7 MILEPOINT 186.2, 66.0 FEET NORTH OF WESTBOUND TRUNK HIGHWAY
 AE5870'7, 35.0 FEET WEST OF SOUTH ENTRANCE TO SHOPPING CENTER, 20.0 FEET WEST
 AE5870'OF CURB AT SOUTH ENTRANCE TO SHOPPING CENTER, 19.25 FEET SOUTH OF
 AE5870'SOUTH BRICK PILLAR TARGET SIGN, 7.0 FEET SOUTH OF LIGHT POLE, 1.0 FOOT
 AE5870'SOUTH OF NORTH EDGE OF BITUMINOUS SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5871 ***********************************************************************
 AE5871  DESIGNATION -  2706 L
 AE5871  PID         -  AE5871
 AE5871  STATE/COUNTY-  MN/HENNEPIN
 AE5871  COUNTRY     -  US
 AE5871  USGS QUAD   -  HOPKINS (1993)
 AE5871
 AE5871                         *CURRENT SURVEY CONTROL
 AE5871  ______________________________________________________________________
 AE5871* NAD 83(1986) POSITION- 44 55 01.11   (N) 093 29 36.49   (W)   HD_HELD1  
 AE5871* NAVD 88 ORTHO HEIGHT -   277.556  (meters)     910.62  (feet) ADJUSTED  
 AE5871  ______________________________________________________________________
 AE5871  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AE5871  DYNAMIC HEIGHT  -        277.552 (meters)      910.60  (feet) COMP
 AE5871  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 AE5871
 AE5871  VERT ORDER      -  SECOND    CLASS II
 AE5871
 AE5871.The horizontal coordinates were established by differentially corrected
 AE5871.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5871.
 AE5871.The orthometric height was determined by differential leveling and
 AE5871.adjusted in November 1999.
 AE5871
 AE5871.Photographs are available for this station.
 AE5871
 AE5871.The dynamic height is computed by dividing the NAVD 88
 AE5871.geopotential number by the normal gravity value computed on the
 AE5871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5871.degrees latitude (g = 980.6199 gals.).
 AE5871
 AE5871.The modeled gravity was interpolated from observed gravity values.
 AE5871
 AE5871;                    North         East    Units  Estimated Accuracy
 AE5871;SPC MN S     -   313,124.5     839,993.6     MT  (+/- 3 meters HH1 GPS) 
 AE5871
 AE5871                          SUPERSEDED SURVEY CONTROL
 AE5871
 AE5871.No superseded survey control is available for this station.
 AE5871
 AE5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6105073845(NAD 83)
 AE5871
 AE5871_MARKER: DV = VERTICAL CONTROL DISK
 AE5871_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5871+WITH SETTING: INFORMATION.
 AE5871_STAMPING: 2706 L 1979
 AE5871_MARK LOGO: MNDT  
 AE5871_PROJECTION: RECESSED 5 CENTIMETERS
 AE5871_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5871+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AE5871_ROD/PIPE-DEPTH:  2.4 meters
 AE5871
 AE5871  HISTORY     - Date     Condition        Report By
 AE5871  HISTORY     - 1979     MONUMENTED       MNDT
 AE5871  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5871  HISTORY     - 20061028 GOOD             USPSQD
 AE5871  HISTORY     - 20070725 GOOD             MNDT
 AE5871
 AE5871                          STATION DESCRIPTION
 AE5871
 AE5871'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5871'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, 0.4 MILE NORTHEAST
 AE5871'ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 AND IS
 AE5871'IN THE NW 1/4 OF SECTION 29, T117N, R22W.  THE MARK IS 40 FEET SOUTH
 AE5871'OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF EASTBOUND HIGHWAY 7
 AE5871'AT ENGINEERS STATION 117+75 AND MILEPOINT 186.7, 38 FEET NORTHWEST OF
 AE5871'A DOUBLE BOXELDER TREE, 25 FEET SOUTHWEST OF A CATCH BASIN, 21 FEET
 AE5871'SOUTH OF THE END OF A BITUMINOUS CURB AND 1 FOOT NORTH OF A STEEL
 AE5871'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE5871'DISK STAMPED---2706 L 1979---, IS FASTENED TO THE TOP OF A 8 FOOT LONG
 AE5871'SECTION OF COPPER-CLAD STEEL ROD (MAGNETIC) WITH 4 INCHES OF STEEL
 AE5871'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AE5871'INCH DIAMETER HOLE.  THE MARK IS BURIED 2 INCHES BELOW THE SURFACE OF
 AE5871'THE GROUND.
 AE5871
 AE5871                          STATION RECOVERY (2002)
 AE5871
 AE5871'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5871'MARK NOT FOUND.
 AE5871
 AE5871                          STATION RECOVERY (2006)
 AE5871
 AE5871'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5871'RECOVERED IN GOOD CONDITION.
 AE5871
 AE5871                          STATION RECOVERY (2007)
 AE5871
 AE5871'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5871'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) NORTH-NORTHWEST OF EDEN
 AE5871'PRAIRIE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF EXCELSIOR AND 1.6 MI (2.6
 AE5871'KM) WEST-SOUTHWEST OF HOPKINS.
 AE5871' 
 AE5871'TO REACH TO THE MARK, IN MINNETONKA, 0.4 MI (0.6 KM) NORTHEAST ALONG
 AE5871'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK
 AE5871'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 186.7, 40 FT (12.2 M) SOUTH
 AE5871'OF EASTBOUND TRUNK HIGHWAY 7, 38 FT (11.6 M) NORTHWEST OF DOUBLE BOX
 AE5871'ELDER TREE, 25 FT (7.6 M) SOUTHWEST OF CATCH BASIN, 21 FT (6.4 M)
 AE5871'SOUTH OF END OF BITUMINOUS CURB, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AE5871'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5872 ***********************************************************************
 AE5872  DESIGNATION -  2706 M
 AE5872  PID         -  AE5872
 AE5872  STATE/COUNTY-  MN/HENNEPIN
 AE5872  COUNTRY     -  US
 AE5872  USGS QUAD   -  HOPKINS (1993)
 AE5872
 AE5872                         *CURRENT SURVEY CONTROL
 AE5872  ______________________________________________________________________
 AE5872* NAD 83(1986) POSITION- 44 55 08.46   (N) 093 29 06.10   (W)   HD_HELD1  
 AE5872* NAVD 88 ORTHO HEIGHT -   299.295  (meters)     981.94  (feet) ADJUSTED  
 AE5872  ______________________________________________________________________
 AE5872  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AE5872  DYNAMIC HEIGHT  -        299.291 (meters)      981.92  (feet) COMP
 AE5872  MODELED GRAVITY -    980,594.2   (mgal)                       NAVD 88
 AE5872
 AE5872  VERT ORDER      -  SECOND    CLASS II
 AE5872
 AE5872.The horizontal coordinates were established by differentially corrected
 AE5872.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5872.
 AE5872.The orthometric height was determined by differential leveling and
 AE5872.adjusted in November 1999.
 AE5872
 AE5872.Photographs are available for this station.
 AE5872
 AE5872.The dynamic height is computed by dividing the NAVD 88
 AE5872.geopotential number by the normal gravity value computed on the
 AE5872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5872.degrees latitude (g = 980.6199 gals.).
 AE5872
 AE5872.The modeled gravity was interpolated from observed gravity values.
 AE5872
 AE5872;                    North         East    Units  Estimated Accuracy
 AE5872;SPC MN S     -   313,355.5     840,658.7     MT  (+/- 3 meters HH1 GPS) 
 AE5872
 AE5872                          SUPERSEDED SURVEY CONTROL
 AE5872
 AE5872.No superseded survey control is available for this station.
 AE5872
 AE5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6171874068(NAD 83)
 AE5872
 AE5872_MARKER: DV = VERTICAL CONTROL DISK
 AE5872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5872_STAMPING: 2706 M 1979
 AE5872_MARK LOGO: MNDT  
 AE5872_PROJECTION: FLUSH
 AE5872_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5872+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AE5872
 AE5872  HISTORY     - Date     Condition        Report By
 AE5872  HISTORY     - 1979     MONUMENTED       MNDT
 AE5872  HISTORY     - 20021127 GOOD             USPS
 AE5872  HISTORY     - 20061028 GOOD             USPSQD
 AE5872  HISTORY     - 20070725 GOOD             MNDT
 AE5872
 AE5872                          STATION DESCRIPTION
 AE5872
 AE5872'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5872'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, IN FRONT OF THE
 AE5872'MINNEAPOLIS GOSPEL FELLOWSHIP CHURCH, O.9 MILE NORTHEAST ALONG TRUNK
 AE5872'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN MINNETONKA AND
 AE5872'IN THE NE 1/4 OF SECTION 29, T117N, R22W.  THE MARK IS 44 FEET SOUTH
 AE5872'OF AND ABOUT LEVEL WITH A CATCH BASIN ON THE SOUTH CURB LINE OF
 AE5872'EASTBOUND HIGHWAY 7, IS ABOUT 200 FEET EAST OF THE ENTRANCE TO THE
 AE5872'CHURCH AND IS 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AE5872'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 M 1979---,
 AE5872'IS FASTENED TO THE TOP OF A 8 FOOT LONG SECTION OF COPPER-CLAD STEEL
 AE5872'ROD (MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM
 AE5872'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK
 AE5872'IS FLUSH WITH THE SURFACE OF THE GROUND.
 AE5872
 AE5872                          STATION RECOVERY (2002)
 AE5872
 AE5872'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2006)
 AE5872
 AE5872'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5872'RECOVERED IN GOOD CONDITION.
 AE5872
 AE5872                          STATION RECOVERY (2007)
 AE5872
 AE5872'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5872'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF EDEN PRAIRIE, 4.1
 AE5872'MI (6.6 KM) EAST-NORTHEAST OF EXCELSIOR AND 1.2 MI (1.9 KM)
 AE5872'WEST-SOUTHWEST OF HOPKINS.
 AE5872' 
 AE5872'TO REACH TO THE MARK, IN MINNETONKA, 0.9 MI (1.4 KM) NORTHEAST ALONG
 AE5872'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK
 AE5872'HIGHWAY 7, IN FRONT OF CHURCH, 44 FT (13.4 M) SOUTH OF CATCH BASIN,
 AE5872'250 FT (76.2 M) EAST OF CHURCH ENTRANCE, 1.0 FT (0.3 M) NORTH OF A
 AE5872'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5350 ***********************************************************************
 AE5350  DESIGNATION -  2706 Q
 AE5350  PID         -  AE5350
 AE5350  STATE/COUNTY-  MN/HENNEPIN
 AE5350  COUNTRY     -  US
 AE5350  USGS QUAD   -  HOPKINS (1993)
 AE5350
 AE5350                         *CURRENT SURVEY CONTROL
 AE5350  ______________________________________________________________________
 AE5350* NAD 83(1986) POSITION- 44 55 32.08   (N) 093 26 50.09   (W)   HD_HELD1  
 AE5350* NAVD 88 ORTHO HEIGHT -   310.069  (meters)    1017.28  (feet) ADJUSTED  
 AE5350  ______________________________________________________________________
 AE5350  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AE5350  DYNAMIC HEIGHT  -        310.064 (meters)     1017.27  (feet) COMP
 AE5350  MODELED GRAVITY -    980,592.0   (mgal)                       NAVD 88
 AE5350
 AE5350  VERT ORDER      -  SECOND    CLASS I
 AE5350
 AE5350.The horizontal coordinates were established by differentially corrected
 AE5350.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5350.
 AE5350.The orthometric height was determined by differential leveling and
 AE5350.adjusted in November 1999.
 AE5350
 AE5350.Photographs are available for this station.
 AE5350
 AE5350.The dynamic height is computed by dividing the NAVD 88
 AE5350.geopotential number by the normal gravity value computed on the
 AE5350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5350.degrees latitude (g = 980.6199 gals.).
 AE5350
 AE5350.The modeled gravity was interpolated from observed gravity values.
 AE5350
 AE5350;                    North         East    Units  Estimated Accuracy
 AE5350;SPC MN S     -   314,104.1     843,636.7     MT  (+/- 3 meters HH1 GPS) 
 AE5350
 AE5350                          SUPERSEDED SURVEY CONTROL
 AE5350
 AE5350.No superseded survey control is available for this station.
 AE5350
 AE5350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6470474780(NAD 83)
 AE5350
 AE5350_MARKER: DB = BENCH MARK DISK
 AE5350_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5350_SP_SET: BRIDGE ABUTMENT
 AE5350_STAMPING: 2706 Q 1979
 AE5350_MARK LOGO: MNDT  
 AE5350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5350+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AE5350
 AE5350  HISTORY     - Date     Condition        Report By
 AE5350  HISTORY     - 1979     MONUMENTED       MNDT
 AE5350  HISTORY     - 20021017 GOOD             USPSQD
 AE5350  HISTORY     - 20060927 GOOD             USPSQD
 AE5350  HISTORY     - 20070313 GOOD             MNDT
 AE5350  HISTORY     - 20070725 GOOD             MNDT
 AE5350
 AE5350                          STATION DESCRIPTION
 AE5350
 AE5350'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5350'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA 0.16 MILE EAST ALONG
 AE5350'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT THE
 AE5350'JUNCTION OF BAKER ROAD (C.S.A.H. 60) AND IS IN THE SE 1/4 OF SECTION
 AE5350'22, T117N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AE5350'STAMPED---2706 Q 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE5350'NUMBER 27054 (BAKER ROAD OVER HIGHWAY 7).
 AE5350
 AE5350                          STATION RECOVERY (2002)
 AE5350
 AE5350'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5350'RECOVERED IN GOOD CONDITION.
 AE5350
 AE5350                          STATION RECOVERY (2006)
 AE5350
 AE5350'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE5350'RECOVERED IN GOOD CONDITION.
 AE5350
 AE5350                          STATION RECOVERY (2007)
 AE5350
 AE5350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5350'RECOVERED AS DESCRIBED.
 AE5350
 AE5350                          STATION RECOVERY (2007)
 AE5350
 AE5350'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5350'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF EXCELSIOR,
 AE5350'5.0 MI (8.0 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 0.8 MI (1.3 KM)
 AE5350'EAST OF HOPKINS.
 AE5350' 
 AE5350'TO REACH TO THE MARK, IN MINNETONKA, 0.16 MI (0.3 KM) EAST ALONG TRUNK
 AE5350'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5350'HIGHWAY 7, IN SOUTHEAST CORNER OF COUNTY ROAD 60 (BAKER ROAD) BRIDGE
 AE5350'27054 OVER TRUNK HIGHWAY 7, 37.5 FT (11.4 M) EAST OF BAKER ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5351 ***********************************************************************
 AE5351  DESIGNATION -  2706 R
 AE5351  PID         -  AE5351
 AE5351  STATE/COUNTY-  MN/HENNEPIN
 AE5351  COUNTRY     -  US
 AE5351  USGS QUAD   -  HOPKINS (1993)
 AE5351
 AE5351                         *CURRENT SURVEY CONTROL
 AE5351  ______________________________________________________________________
 AE5351* NAD 83(1986) POSITION- 44 55 33.75   (N) 093 26 18.40   (W)   HD_HELD1  
 AE5351* NAVD 88 ORTHO HEIGHT -   304.546  (meters)     999.16  (feet) ADJUSTED  
 AE5351  ______________________________________________________________________
 AE5351  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 AE5351  DYNAMIC HEIGHT  -        304.541 (meters)      999.15  (feet) COMP
 AE5351  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 AE5351
 AE5351  VERT ORDER      -  SECOND    CLASS I
 AE5351
 AE5351.The horizontal coordinates were established by differentially corrected
 AE5351.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5351.
 AE5351.The orthometric height was determined by differential leveling and
 AE5351.adjusted in November 1999.
 AE5351
 AE5351.Photographs are available for this station.
 AE5351
 AE5351.The dynamic height is computed by dividing the NAVD 88
 AE5351.geopotential number by the normal gravity value computed on the
 AE5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5351.degrees latitude (g = 980.6199 gals.).
 AE5351
 AE5351.The modeled gravity was interpolated from observed gravity values.
 AE5351
 AE5351;                    North         East    Units  Estimated Accuracy
 AE5351;SPC MN S     -   314,160.4     844,331.2     MT  (+/- 3 meters HH1 GPS) 
 AE5351
 AE5351                          SUPERSEDED SURVEY CONTROL
 AE5351
 AE5351.No superseded survey control is available for this station.
 AE5351
 AE5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6539974828(NAD 83)
 AE5351
 AE5351_MARKER: DV = VERTICAL CONTROL DISK
 AE5351_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5351_STAMPING: 2706 R 1979
 AE5351_MARK LOGO: MNDT  
 AE5351_PROJECTION: FLUSH
 AE5351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5351+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AE5351
 AE5351  HISTORY     - Date     Condition        Report By
 AE5351  HISTORY     - 1979     MONUMENTED       MNDT
 AE5351  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5351  HISTORY     - 20031101 GOOD             USPSQD
 AE5351  HISTORY     - 20051101 GOOD             USPSQD
 AE5351  HISTORY     - 20061028 GOOD             USPSQD
 AE5351  HISTORY     - 20070313 GOOD             MNDT
 AE5351  HISTORY     - 20070725 GOOD             MNDT
 AE5351
 AE5351                          STATION DESCRIPTION
 AE5351
 AE5351'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5351'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, 0.6 MILE EAST ALONG
 AE5351'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IN
 AE5351'THE SW 1/4 OF SECTION 23, T117N, R22W.  THE MARK IS 84 FEET SOUTH OF
 AE5351'THE CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 189.5, 16 FEET
 AE5351'NORTH OF AND ABOUT 0.5 FOOT LOWER THAN THE CENTERLINE OF THE SOUTH
 AE5351'FRONTAGE ROAD, 143 FEET WEST OF A HIGHWAY LIGHT AND 4 FEET SOUTH OF
 AE5351'THE CHAIN LINK FENCE AT A SURVEY MARKER SIGN.  THE MARK, A STANDARD
 AE5351'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 R 1979---, IS
 AE5351'FASTENED TO THE TOP OF A 8 FOOT LONG COPPER CLAD STEEL ROD (MAGNETIC)
 AE5351'WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8
 AE5351'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS BURIED 1
 AE5351'INCH BELOW THE SURFACE OF THE GROUND.
 AE5351
 AE5351                          STATION RECOVERY (2002)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5351'MARK NOT FOUND.
 AE5351
 AE5351                          STATION RECOVERY (2003)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2003 (REA)
 AE5351'RECOVERED IN GOOD CONDITION.
 AE5351
 AE5351                          STATION RECOVERY (2005)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 AE5351'RECOVERED IN GOOD CONDITION.
 AE5351
 AE5351                          STATION RECOVERY (2006)
 AE5351
 AE5351'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5351'RECOVERED IN GOOD CONDITION.
 AE5351
 AE5351                          STATION RECOVERY (2007)
 AE5351
 AE5351'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5351'RECOVERED AS DESCRIBED.
 AE5351
 AE5351                          STATION RECOVERY (2007)
 AE5351
 AE5351'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5351'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF
 AE5351'EXCELSIOR, 5.2 MI (8.4 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.2 MI
 AE5351'(1.9 KM) EAST OF HOPKINS.
 AE5351' 
 AE5351'TO REACH TO THE MARK, IN MINNETONKA, 0.6 MI (1.0 KM) EAST ALONG TRUNK
 AE5351'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5351'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 189.5, 143 FT (43.6 M)
 AE5351'SOUTHWEST OF HIGHWAY LIGHT, 16 FT (4.9 M) NORTH OF SOUTH FRONTAGE
 AE5351'ROAD, 4 FT (1.2 M) SOUTH OF A FENCE, 84 FT (25.6 M) SOUTH OF EASTBOUND
 AE5351'TRUNK HIGHWAY 7, 4.0 SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5352 ***********************************************************************
 AE5352  DESIGNATION -  2706 S
 AE5352  PID         -  AE5352
 AE5352  STATE/COUNTY-  MN/HENNEPIN
 AE5352  COUNTRY     -  US
 AE5352  USGS QUAD   -  HOPKINS (1993)
 AE5352
 AE5352                         *CURRENT SURVEY CONTROL
 AE5352  ______________________________________________________________________
 AE5352* NAD 83(2007) POSITION- 44 55 48.92754(N) 093 25 44.30759(W)   ADJUSTED  
 AE5352* NAD 83(2007) ELLIP HT-   262.526 (meters)        (09/23/09)   ADJUSTED
 AE5352* NAD 83(2007) EPOCH   -  2002.00
 AE5352* NAVD 88 ORTHO HEIGHT -   289.409  (meters)     949.50  (feet) ADJUSTED  
 AE5352  ______________________________________________________________________
 AE5352  NAD 83(2007) X  -   -270,541.121 (meters)                     COMP
 AE5352  NAD 83(2007) Y  - -4,515,155.924 (meters)                     COMP
 AE5352  NAD 83(2007) Z  -  4,482,050.020 (meters)                     COMP
 AE5352  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC09
 AE5352  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AE5352  DYNAMIC HEIGHT  -        289.404 (meters)      949.49  (feet) COMP
 AE5352  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 AE5352
 AE5352  HORZ ORDER      -  FIRST
 AE5352  VERT ORDER      -  SECOND    CLASS I
 AE5352  ELLP ORDER      -  THIRD     CLASS I
 AE5352
 AE5352.The horizontal coordinates were established by GPS observations
 AE5352.and adjusted by the MN DEPT OF TRANSP in September 2009.
 AE5352
 AE5352.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE5352.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE5352
 AE5352.The horizontal coordinates are valid at the epoch date displayed above
 AE5352.which is a decimal equivalence of Year/Month/Day.
 AE5352
 AE5352.The orthometric height was determined by differential leveling and
 AE5352.adjusted in May 2010.
 AE5352
 AE5352.Photographs are available for this station.
 AE5352
 AE5352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5352
 AE5352.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE5352
 AE5352.The ellipsoidal height was determined by GPS observations
 AE5352.and is referenced to NAD 83.
 AE5352
 AE5352.The dynamic height is computed by dividing the NAVD 88
 AE5352.geopotential number by the normal gravity value computed on the
 AE5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5352.degrees latitude (g = 980.6199 gals.).
 AE5352
 AE5352.The modeled gravity was interpolated from observed gravity values.
 AE5352
 AE5352. The following values were computed from the NAD 83(2007) position.
 AE5352
 AE5352;                    North         East     Units Scale Factor Converg.
 AE5352;SPC MN S     -   314,634.023   845,075.533   MT  0.99995001   +0 24 00.9
 AE5352;SPC MN S     - 1,032,261.79  2,772,551.98   sFT  0.99995001   +0 24 00.9
 AE5352;UTM  15      - 4,975,292.453   466,149.269   MT  0.99961409   -0 18 10.7
 AE5352
 AE5352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5352!SPC MN S     -   0.99995884  x   0.99995001  =   0.99990885
 AE5352!UTM  15      -   0.99995884  x   0.99961409  =   0.99957295
 AE5352
 AE5352:                Primary Azimuth Mark                     Grid Az
 AE5352:SPC MN S     -  SYNOD                                    233 12 05.3
 AE5352:UTM  15      -  SYNOD                                    233 54 16.9
 AE5352
 AE5352|---------------------------------------------------------------------|
 AE5352| PID    Reference Object                     Distance      Geod. Az  |
 AE5352|                                                           dddmmss.s |
 AE5352| DH3171 SYNOD                               457.361 METERS 2333606.2 |
 AE5352|---------------------------------------------------------------------|
 AE5352
 AE5352                          SUPERSEDED SURVEY CONTROL
 AE5352
 AE5352  NAVD 88 (09/23/09)  289.41   (m)          949.5    (f) LEVELING    3  
 AE5352  NAVD 88 (11/23/99)  289.414  (m)          949.52   (f) SUPERSEDED  2 2
 AE5352
 AE5352.Superseded values are not recommended for survey control.
 AE5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5352.See file dsdata.txt to determine how the superseded data were derived.
 AE5352
 AE5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6614975292(NAD 83)
 AE5352
 AE5352_MARKER: DV = VERTICAL CONTROL DISK
 AE5352_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5352+WITH SETTING: INFORMATION.
 AE5352_STAMPING: 2706 S 1979
 AE5352_MARK LOGO: MNDT  
 AE5352_PROJECTION: RECESSED 3 CENTIMETERS
 AE5352_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5352+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2007
 AE5352
 AE5352  HISTORY     - Date     Condition        Report By
 AE5352  HISTORY     - 1979     MONUMENTED       MNDT
 AE5352  HISTORY     - 20021017 GOOD             USPSQD
 AE5352  HISTORY     - 20021129 GOOD             USPS
 AE5352  HISTORY     - 20060927 GOOD             USPSQD
 AE5352  HISTORY     - 20070313 GOOD             MNDT
 AE5352  HISTORY     - 20070725 GOOD             MNDT
 AE5352  HISTORY     - 20071109 GOOD             MNDT
 AE5352
 AE5352                          STATION DESCRIPTION
 AE5352
 AE5352'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5352'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, 1.1 MILES EAST ALONG TRUNK
 AE5352'HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE 494 IN MINNETONKA, IN THE
 AE5352'SOUTHEAST QUADRANT OF HIGHWAY 7 AND SHADY OAK ROAD AND IN THE NE 1/4
 AE5352'OF SECTION 23, T117N, R22W.  THE MARK IS 63 FEET SOUTH OF THE
 AE5352'CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 190.05, 103 FEET EAST
 AE5352'OF A TRAFFIC LIGHT PEDESTAL, 25 FEET NORTHEAST OF A POWER POLE WITH A
 AE5352'TRANSFORMER AND 2.5 FEET NORTH OF A STEEL WITNESS POST.  THE MARK, A
 AE5352'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 S 1979---,
 AE5352'IS FASTENED TO THE TOP OF A 8 FOOT LONG COPPER CLAD STEEL ROD
 AE5352'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE5352'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE5352
 AE5352                          STATION RECOVERY (2002)
 AE5352
 AE5352'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5352'MARK IN PVC PIPE
 AE5352
 AE5352                          STATION RECOVERY (2002)
 AE5352
 AE5352'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 AE5352'RECOVERED IN GOOD CONDITION.
 AE5352
 AE5352                          STATION RECOVERY (2006)
 AE5352
 AE5352'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE5352'RECOVERED IN GOOD CONDITION.
 AE5352
 AE5352                          STATION RECOVERY (2007)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5352'RECOVERED AS DESCRIBED.
 AE5352
 AE5352                          STATION RECOVERY (2007)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5352'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF
 AE5352'EXCELSIOR, 5.6 MI (9.0 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.7 MI
 AE5352'(2.7 KM) EAST-NORTHEAST OF HOPKINS.
 AE5352' 
 AE5352'TO REACH TO THE MARK, IN HOPKINS, GO 1.1 MI (1.8 KM) EAST ALONG TRUNK
 AE5352'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5352'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 190.05, 103 FT (31.4 M) EAST
 AE5352'OF TRAFFIC LIGHT AT SOUTHEAST CORNER OF TRUNK HIGHWAY 7 AND SHADY OAK
 AE5352'ROAD, 63 FT (19.2 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 7, 25 FT (7.6 M)
 AE5352'NORTHEAST OF POWER POLE WITH TRANSFORMER, 2.5 FT (0.8 M) NORTH OF A
 AE5352'WITNESS POST.
 AE5352
 AE5352                          STATION RECOVERY (2007)
 AE5352
 AE5352'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DKH)
 AE5352'IN HOPKINS, 1.1 MILES EAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF
 AE5352'TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILEPOINT
 AE5352'190.05, 103 FEET EAST OF TRAFFIC LIGHT AT SOUTHEAST CORNER OF TRUNK
 AE5352'HIGHWAY 7 AND SHADY OAK ROAD, 63 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY
 AE5352'7, 25 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER, 2.5 FEET NORTH OF
 AE5352'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5353 ***********************************************************************
 AE5353  DESIGNATION -  2706 T
 AE5353  PID         -  AE5353
 AE5353  STATE/COUNTY-  MN/HENNEPIN
 AE5353  COUNTRY     -  US
 AE5353  USGS QUAD   -  HOPKINS (1993)
 AE5353
 AE5353                         *CURRENT SURVEY CONTROL
 AE5353  ______________________________________________________________________
 AE5353* NAD 83(1986) POSITION- 44 55 56.36   (N) 093 25 27.87   (W)   HD_HELD1  
 AE5353* NAVD 88 ORTHO HEIGHT -   290.622  (meters)     953.48  (feet) ADJUSTED  
 AE5353  ______________________________________________________________________
 AE5353  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AE5353  DYNAMIC HEIGHT  -        290.616 (meters)      953.46  (feet) COMP
 AE5353  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 AE5353
 AE5353  VERT ORDER      -  SECOND    CLASS I
 AE5353
 AE5353.The horizontal coordinates were established by differentially corrected
 AE5353.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5353.
 AE5353.The orthometric height was determined by differential leveling and
 AE5353.adjusted in November 1999.
 AE5353
 AE5353.Photographs are available for this station.
 AE5353
 AE5353.The dynamic height is computed by dividing the NAVD 88
 AE5353.geopotential number by the normal gravity value computed on the
 AE5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5353.degrees latitude (g = 980.6199 gals.).
 AE5353
 AE5353.The modeled gravity was interpolated from observed gravity values.
 AE5353
 AE5353;                    North         East    Units  Estimated Accuracy
 AE5353;SPC MN S     -   314,866.0     845,434.3     MT  (+/- 3 meters HH1 GPS) 
 AE5353
 AE5353                          SUPERSEDED SURVEY CONTROL
 AE5353
 AE5353.No superseded survey control is available for this station.
 AE5353
 AE5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6651075519(NAD 83)
 AE5353
 AE5353_MARKER: DV = VERTICAL CONTROL DISK
 AE5353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5353_SP_SET: BRIDGE ABUTMENT
 AE5353_STAMPING: 2706 T 1979
 AE5353_MARK LOGO: MNDT  
 AE5353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5353+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AE5353
 AE5353  HISTORY     - Date     Condition        Report By
 AE5353  HISTORY     - 1979     MONUMENTED       MNDT
 AE5353  HISTORY     - 20021017 GOOD             USPSQD
 AE5353  HISTORY     - 20060927 GOOD             USPSQD
 AE5353  HISTORY     - 20070313 GOOD             MNDT
 AE5353  HISTORY     - 20070725 GOOD             MNDT
 AE5353
 AE5353                          STATION DESCRIPTION
 AE5353
 AE5353'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5353'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, 1.35 MILES EAST ALONG
 AE5353'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN
 AE5353'MINNETONKA AND IS IN THE NE 1/4 OF SECTION 23, T117N, R22W.  THE MARK,
 AE5353'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 T
 AE5353'1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5114 (CHICAGO
 AE5353'AND NORTHWESTERN RAILROAD OVER TRUNK HIGHWAY 7).
 AE5353
 AE5353                          STATION RECOVERY (2002)
 AE5353
 AE5353'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5353'RECOVERED IN GOOD CONDITION.
 AE5353
 AE5353                          STATION RECOVERY (2006)
 AE5353
 AE5353'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE5353'MARK IS HIDDEN UNDER BRANCHES OF NEARBY JUNIPER SHRUB. RAILROAD TRACKS
 AE5353'OVER BRIDGE HAVE BEEN REPLACED BY A WALKING TRAIL.
 AE5353
 AE5353                          STATION RECOVERY (2007)
 AE5353
 AE5353'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE5353'RECOVERED AS DESCRIBED.
 AE5353
 AE5353                          STATION RECOVERY (2007)
 AE5353
 AE5353'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5353'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 AE5353'EXCELSIOR, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.9 MI
 AE5353'(3.1 KM) EAST-NORTHEAST OF HOPKINS.
 AE5353' 
 AE5353'TO REACH TO THE MARK, IN HOPKINS, GO 1.35 MI (2.2 KM) EAST ALONG TRUNK
 AE5353'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5353'HIGHWAY 7, IN SOUTHEAST CORNER OF RAILROAD BRIDGE 5114 OVER TRUNK
 AE5353'HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5354 ***********************************************************************
 AE5354  DESIGNATION -  2706 U
 AE5354  PID         -  AE5354
 AE5354  STATE/COUNTY-  MN/HENNEPIN
 AE5354  COUNTRY     -  US
 AE5354  USGS QUAD   -  HOPKINS (1993)
 AE5354
 AE5354                         *CURRENT SURVEY CONTROL
 AE5354  ______________________________________________________________________
 AE5354* NAD 83(1986) POSITION- 44 55 57.3    (N) 093 25 17.8    (W)   HD_HELD2  
 AE5354* NAVD 88 ORTHO HEIGHT -   291.212  (meters)     955.42  (feet) ADJUSTED  
 AE5354  ______________________________________________________________________
 AE5354  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AE5354  DYNAMIC HEIGHT  -        291.207 (meters)      955.40  (feet) COMP
 AE5354  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 AE5354
 AE5354  VERT ORDER      -  SECOND    CLASS I
 AE5354
 AE5354.The horizontal coordinates were established by autonomous hand held GPS
 AE5354.observations and have an estimated accuracy of +/- 10 meters.
 AE5354.
 AE5354.The orthometric height was determined by differential leveling and
 AE5354.adjusted in November 1999.
 AE5354
 AE5354.Photographs are available for this station.
 AE5354
 AE5354.The dynamic height is computed by dividing the NAVD 88
 AE5354.geopotential number by the normal gravity value computed on the
 AE5354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5354.degrees latitude (g = 980.6199 gals.).
 AE5354
 AE5354.The modeled gravity was interpolated from observed gravity values.
 AE5354
 AE5354;                    North         East    Units  Estimated Accuracy
 AE5354;SPC MN S     -   314,897.      845,655.      MT  (+/- 10 meters HH2 GPS)
 AE5354
 AE5354                          SUPERSEDED SURVEY CONTROL
 AE5354
 AE5354.No superseded survey control is available for this station.
 AE5354
 AE5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6673175547(NAD 83)
 AE5354
 AE5354_MARKER: DV = VERTICAL CONTROL DISK
 AE5354_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5354_STAMPING: 2706 U 1979
 AE5354_MARK LOGO: MNDT  
 AE5354_PROJECTION: FLUSH
 AE5354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5354+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AE5354
 AE5354  HISTORY     - Date     Condition        Report By
 AE5354  HISTORY     - 1979     MONUMENTED       MNDT
 AE5354  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5354  HISTORY     - 20021127 GOOD             USPS
 AE5354  HISTORY     - 20061003 GOOD             MNDT
 AE5354  HISTORY     - 20061028 GOOD             USPSQD
 AE5354  HISTORY     - 20070725 GOOD             MNDT
 AE5354
 AE5354                          STATION DESCRIPTION
 AE5354
 AE5354'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5354'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, IS 1.5 MILES EAST ALONG
 AE5354'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN
 AE5354'MINNETONKA, IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 AE5354'HIGHWAY 7 AND COUNTY ROAD 73 (17TH AVENUE NORTH) AND IS IN THE NE 1/4
 AE5354'OF SECTION 23, T117N, R22W.  THE MARK IS 73 FEET SOUTH OF THE
 AE5354'CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 190.45, 134 FEET WEST
 AE5354'OF THE CENTERLINE OF COUNTY ROAD 73, 83 FEET NORTHWEST OF THE
 AE5354'NORTHEAST CORNER OF THE OFFICE WING OF A DODGE CAR DEALERSHIP, 93 FEET
 AE5354'WEST OF A FIRE HYDRANT AND 5 FEET NORTH OF A STEEL WITNESS POST.  THE
 AE5354'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 U
 AE5354'1979---,IS FASTENED TO THE TOP OF A 8 FOOT LONG COPPER CLAD STEEL ROD
 AE5354'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE5354'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE5354
 AE5354                          STATION RECOVERY (2002)
 AE5354
 AE5354'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5354'IN FRONT OF AUTO DEALER, CARS PARKED OVER SITE
 AE5354
 AE5354                          STATION RECOVERY (2002)
 AE5354
 AE5354'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 AE5354'RECOVERED IN GOOD CONDITION.
 AE5354
 AE5354                          STATION RECOVERY (2006)
 AE5354
 AE5354'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 AE5354'RECOVERED AS DESCRIBED.
 AE5354
 AE5354                          STATION RECOVERY (2006)
 AE5354
 AE5354'RECOVERY NOTE BY US POWER SQUADRON 2006 (BWK)
 AE5354'RECOVERED IN GOOD CONDITION.
 AE5354
 AE5354                          STATION RECOVERY (2007)
 AE5354
 AE5354'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5354'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-NORTHEAST OF
 AE5354'EXCELSIOR, 5.9 MI (9.5 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.1 MI
 AE5354'(3.4 KM) EAST-NORTHEAST OF HOPKINS.
 AE5354' 
 AE5354'TO REACH TO THE MARK, IN HOPKINS, GO 1.5 MI (2.4 KM) EAST ALONG TRUNK
 AE5354'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5354'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 190.45, IN SOUTHWEST QUADRANT
 AE5354'OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 73, 134 FT (40.8 M)
 AE5354'WEST OF 17TH AVENUE NORTH, 83 FT (25.3 M) NORTHWEST OF THE NORTHEAST
 AE5354'CORNER OF OFFICE WING ON CAR DEALERSHIP BUILDING, 75 FT (22.9 M) SOUTH
 AE5354'OF EASTBOUND TRUNK HIGHWAY 7, 93 FT (28.3 M) WEST OF HYDRANT, 5 FT
 AE5354'(1.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5355 ***********************************************************************
 AE5355  DESIGNATION -  2706 V
 AE5355  PID         -  AE5355
 AE5355  STATE/COUNTY-  MN/HENNEPIN
 AE5355  COUNTRY     -  US
 AE5355  USGS QUAD   -  HOPKINS (1993)
 AE5355
 AE5355                         *CURRENT SURVEY CONTROL
 AE5355  ______________________________________________________________________
 AE5355* NAD 83(1986) POSITION- 44 55 58.74   (N) 093 24 35.98   (W)   HD_HELD1  
 AE5355* NAVD 88 ORTHO HEIGHT -   288.820  (meters)     947.57  (feet) ADJUSTED  
 AE5355  ______________________________________________________________________
 AE5355  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 AE5355  DYNAMIC HEIGHT  -        288.814 (meters)      947.55  (feet) COMP
 AE5355  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 AE5355
 AE5355  VERT ORDER      -  SECOND    CLASS II
 AE5355
 AE5355.The horizontal coordinates were established by differentially corrected
 AE5355.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5355.
 AE5355.The orthometric height was determined by differential leveling and
 AE5355.adjusted in November 1999.
 AE5355
 AE5355.Photographs are available for this station.
 AE5355
 AE5355.The dynamic height is computed by dividing the NAVD 88
 AE5355.geopotential number by the normal gravity value computed on the
 AE5355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5355.degrees latitude (g = 980.6199 gals.).
 AE5355
 AE5355.The modeled gravity was interpolated from observed gravity values.
 AE5355
 AE5355;                    North         East    Units  Estimated Accuracy
 AE5355;SPC MN S     -   314,947.5     846,571.6     MT  (+/- 3 meters HH1 GPS) 
 AE5355
 AE5355                          SUPERSEDED SURVEY CONTROL
 AE5355
 AE5355.No superseded survey control is available for this station.
 AE5355
 AE5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6764875587(NAD 83)
 AE5355
 AE5355_MARKER: DV = VERTICAL CONTROL DISK
 AE5355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE5355+WITH SETTING: INFORMATION.
 AE5355_STAMPING: 2706 V 1979
 AE5355_MARK LOGO: MNDT  
 AE5355_PROJECTION: FLUSH
 AE5355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5355+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2007
 AE5355_ROD/PIPE-DEPTH:  2.4 meters
 AE5355
 AE5355  HISTORY     - Date     Condition        Report By
 AE5355  HISTORY     - 1979     MONUMENTED       MNDT
 AE5355  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5355  HISTORY     - 20021202 GOOD             USPSQD
 AE5355  HISTORY     - 20051101 GOOD             USPSQD
 AE5355  HISTORY     - 20070806 GOOD             MNDT
 AE5355
 AE5355                          STATION DESCRIPTION
 AE5355
 AE5355'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5355'THE MARK IS LOCATED IN THE TOWN OF HOPKINS, 2.1 MILES EAST ALONG TRUNK
 AE5355'HIGHWAY 7 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN MINNETONKA,
 AE5355'IS ACROSS HIGHWAY 7 FROM THE UNITED METHODIST CHURCH AND IS IN THE NE
 AE5355'1/4 OF SECTION 24, T117N, R22W.  THE MARK IS 69 FEET SOUTH OF THE
 AE5355'CENTERLINE OF EASTBOUND HIGHWAY 7 AT MILEPOINT 191.5, 290 FEET WEST OF
 AE5355'THE EAST END OF A CHAIN LINK FENCE AND 9 FEET NORTH OF THE CHAIN LINK
 AE5355'FENCE EDGING SMITH ELEMENTARY SCHOOL PLAYGROUND.  THE MARK, A STANDARD
 AE5355'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2706 V 1979---, IS
 AE5355'FASTENED TO THE TOP OF A 8 FOOT LONG OF COPPER CLAD STEEL ROD
 AE5355'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE5355'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE. THE MARK IS
 AE5355'FLUSH WITH THE SURFACE OF THE GROUND.
 AE5355
 AE5355                          STATION RECOVERY (2002)
 AE5355
 AE5355'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5355'AREA ALL THICK BUSHES AND SHRUBS, COULD NOT FIND
 AE5355
 AE5355                          STATION RECOVERY (2002)
 AE5355
 AE5355'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5355'RECOVERED IN GOOD CONDITION.
 AE5355
 AE5355                          STATION RECOVERY (2005)
 AE5355
 AE5355'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 AE5355'RECOVERED IN GOOD CONDITION.
 AE5355
 AE5355                          STATION RECOVERY (2007)
 AE5355
 AE5355'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5355'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF
 AE5355'MINNEAPOLIS, 6.2 MI (10.0 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.6
 AE5355'MI (4.2 KM) EAST-NORTHEAST OF HOPKINS.
 AE5355' 
 AE5355'TO REACH TO THE MARK, IN HOPKINS, GO 2.1 MI (3.4 KM) EAST ALONG TRUNK
 AE5355'HIGHWAY 7 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK
 AE5355'HIGHWAY 7, AT TRUNK HIGHWAY 7 MILE POINT 191.5, 69 FT (21.0 M) SOUTH
 AE5355'OF EASTBOUND TRUNK HIGHWAY 7, 290 FT (88.4 M) WEST OF EAST FENCE, 9 FT
 AE5355'(2.7 M) NORTH OF SMITH SCHOOL PLAYGROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5361 ***********************************************************************
 AE5361  DESIGNATION -  2706 X
 AE5361  PID         -  AE5361
 AE5361  STATE/COUNTY-  MN/HENNEPIN
 AE5361  COUNTRY     -  US
 AE5361  USGS QUAD   -  HOPKINS (1993)
 AE5361
 AE5361                         *CURRENT SURVEY CONTROL
 AE5361  ______________________________________________________________________
 AE5361* NAD 83(1986) POSITION- 44 56 10.     (N) 093 22 49.     (W)   SCALED    
 AE5361* NAVD 88 ORTHO HEIGHT -   277.740  (meters)     911.22  (feet) ADJUSTED  
 AE5361  ______________________________________________________________________
 AE5361  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 AE5361  DYNAMIC HEIGHT  -        277.734 (meters)      911.20  (feet) COMP
 AE5361  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 AE5361
 AE5361  VERT ORDER      -  SECOND    CLASS II
 AE5361
 AE5361.The horizontal coordinates were scaled from a topographic map and have
 AE5361.an estimated accuracy of +/- 6 seconds.
 AE5361.
 AE5361.The orthometric height was determined by differential leveling and
 AE5361.adjusted in November 1999.
 AE5361
 AE5361.The dynamic height is computed by dividing the NAVD 88
 AE5361.geopotential number by the normal gravity value computed on the
 AE5361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5361.degrees latitude (g = 980.6199 gals.).
 AE5361
 AE5361.The modeled gravity was interpolated from observed gravity values.
 AE5361
 AE5361;                    North         East    Units  Estimated Accuracy
 AE5361;SPC MN S     -   315,310.      848,920.      MT  (+/- 180 meters Scaled)
 AE5361
 AE5361                          SUPERSEDED SURVEY CONTROL
 AE5361
 AE5361.No superseded survey control is available for this station.
 AE5361
 AE5361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK699759(NAD 83)
 AE5361
 AE5361_MARKER: DB = BENCH MARK DISK
 AE5361_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5361_STAMPING: 2706 X 1979
 AE5361_MARK LOGO: MNDT  
 AE5361_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5361
 AE5361  HISTORY     - Date     Condition        Report By
 AE5361  HISTORY     - 1979     MONUMENTED       MNDT
 AE5361  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 AE5361  HISTORY     - 20070912 MARK NOT FOUND   MNDT
 AE5361
 AE5361                          STATION DESCRIPTION
 AE5361
 AE5361'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5361'THE MARK IS LOCATED IN THE TOWN OF ST LOUIS PARK, IN THE SOUTHEAST
 AE5361'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 7 AND TEXAS AVENUE,
 AE5361'WHICH IS 1.75 MILES WEST ALONG HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK
 AE5361'HIGHWAY 100 AND IS IN THE SW 1/4 OF SECTION 17, T117N, R21W.  THE MARK
 AE5361'IS 29 FEET SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD OF
 AE5361'HIGHWAY 7, 78 FEET EAST OF THE CENTERLINE OF TEXAS AVENUE AND 84 FEET
 AE5361'SOUTH OF A TRAFFIC CONTROL CABINET.  THE MARK, A STANDARD MNDT
 AE5361'VERTICAL CONTROL MONUMENT DISK STAMPED---2706-X-1979---, IS FASTENED
 AE5361'TO THE TOP OF 20 FEET OF COPPER-CLAD STEEL ROD (MAGNETIC) DRIVEN TO
 AE5361'REFUSAL.
 AE5361
 AE5361                          STATION RECOVERY (2002)
 AE5361
 AE5361'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE5361'MARK NOT FOUND.
 AE5361
 AE5361                          STATION RECOVERY (2007)
 AE5361
 AE5361'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5361'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5363 ***********************************************************************
 AE5363  DESIGNATION -  2706 Z
 AE5363  PID         -  AE5363
 AE5363  STATE/COUNTY-  MN/HENNEPIN
 AE5363  COUNTRY     -  US
 AE5363  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5363
 AE5363                         *CURRENT SURVEY CONTROL
 AE5363  ______________________________________________________________________
 AE5363* NAD 83(1986) POSITION- 44 56 18.     (N) 093 21 48.     (W)   SCALED    
 AE5363* NAVD 88 ORTHO HEIGHT -   279.469  (meters)     916.89  (feet) ADJUSTED  
 AE5363  ______________________________________________________________________
 AE5363  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 AE5363  DYNAMIC HEIGHT  -        279.462 (meters)      916.87  (feet) COMP
 AE5363  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 AE5363
 AE5363  VERT ORDER      -  SECOND    CLASS II
 AE5363
 AE5363.The horizontal coordinates were scaled from a topographic map and have
 AE5363.an estimated accuracy of +/- 6 seconds.
 AE5363.
 AE5363.The orthometric height was determined by differential leveling and
 AE5363.adjusted in November 1999.
 AE5363
 AE5363.Photographs are available for this station.
 AE5363
 AE5363.The dynamic height is computed by dividing the NAVD 88
 AE5363.geopotential number by the normal gravity value computed on the
 AE5363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5363.degrees latitude (g = 980.6199 gals.).
 AE5363
 AE5363.The modeled gravity was interpolated from observed gravity values.
 AE5363
 AE5363;                    North         East    Units  Estimated Accuracy
 AE5363;SPC MN S     -   315,570.      850,250.      MT  (+/- 180 meters Scaled)
 AE5363
 AE5363                          SUPERSEDED SURVEY CONTROL
 AE5363
 AE5363.No superseded survey control is available for this station.
 AE5363
 AE5363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK713761(NAD 83)
 AE5363
 AE5363_MARKER: DV = VERTICAL CONTROL DISK
 AE5363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AE5363_SP_SET: CONCRETE FOOTING
 AE5363_STAMPING: 2706 Z 1979
 AE5363_MARK LOGO: MNDT  
 AE5363_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE5363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5363+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 AE5363
 AE5363  HISTORY     - Date     Condition        Report By
 AE5363  HISTORY     - 1979     MONUMENTED       MNDT
 AE5363  HISTORY     - 20021202 GOOD             USPSQD
 AE5363  HISTORY     - 20070912 GOOD             MNDT
 AE5363
 AE5363                          STATION DESCRIPTION
 AE5363
 AE5363'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5363'THE MARK IS LOCATED IN THE TOWN OF ST. LOUIS PARK, O.75 MILE WEST
 AE5363'ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 AND IN
 AE5363'THE SE 1/4 OF SECTION 17, T117N, R21W.  THE MARK IS NORTH OF WESTBOUND
 AE5363'HIGHWAY 7, WEST OF THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD
 AE5363'TRACKS AND SOUTHEAST OF LAKE STREET.  THE MARK, A STANDARD MNDT
 AE5363'VERTICAL CONTROL MONUMENT DISK STAMPED---2706 Z 1979---, IS SET IN TOP
 AE5363'OF A CONCRETE FOOTING FOR THE SOUTHWEST LEG OF AN NSP ELECTRIC
 AE5363'TRANSMISSION TOWER.
 AE5363
 AE5363                          STATION RECOVERY (2002)
 AE5363
 AE5363'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE5363'RECOVERED IN GOOD CONDITION.
 AE5363
 AE5363                          STATION RECOVERY (2007)
 AE5363
 AE5363'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE5363'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 AE5363'BLOOMINGTON, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF MINNEAPOLIS AND 5.0 MI
 AE5363'(8.0 KM) EAST OF HOPKINS.
 AE5363' 
 AE5363'TO REACH TO THE POINT, IN SAINT LOUIS PARK, GO 0.75 MI (1.2 KM) WEST
 AE5363'OF THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 7, IN CONCRETE
 AE5363'BASE OF SOUTHWEST LEG OF POWER LINE TOWER, NORTH OF TRUNK HIGHWAY 7,
 AE5363'WEST OF RAILROAD, SOUTHEAST OF LAKE STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5368 ***********************************************************************
 AE5368  DESIGNATION -  2707 A
 AE5368  PID         -  AE5368
 AE5368  STATE/COUNTY-  MN/HENNEPIN
 AE5368  COUNTRY     -  US
 AE5368  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5368
 AE5368                         *CURRENT SURVEY CONTROL
 AE5368  ______________________________________________________________________
 AE5368* NAD 83(1986) POSITION- 44 56 55.54   (N) 093 19 29.52   (W)   HD_HELD1  
 AE5368* NAVD 88 ORTHO HEIGHT -   267.821  (meters)     878.68  (feet) ADJUSTED  
 AE5368  ______________________________________________________________________
 AE5368  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 AE5368  DYNAMIC HEIGHT  -        267.814 (meters)      878.65  (feet) COMP
 AE5368  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 AE5368
 AE5368  VERT ORDER      -  SECOND    CLASS II
 AE5368
 AE5368.The horizontal coordinates were established by differentially corrected
 AE5368.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5368.
 AE5368.The orthometric height was determined by differential leveling and
 AE5368.adjusted in November 1999.
 AE5368
 AE5368.Photographs are available for this station.
 AE5368
 AE5368.The dynamic height is computed by dividing the NAVD 88
 AE5368.geopotential number by the normal gravity value computed on the
 AE5368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5368.degrees latitude (g = 980.6199 gals.).
 AE5368
 AE5368.The modeled gravity was interpolated from observed gravity values.
 AE5368
 AE5368;                    North         East    Units  Estimated Accuracy
 AE5368;SPC MN S     -   316,752.8     853,276.4     MT  (+/- 3 meters HH1 GPS) 
 AE5368
 AE5368                          SUPERSEDED SURVEY CONTROL
 AE5368
 AE5368.No superseded survey control is available for this station.
 AE5368
 AE5368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7437277309(NAD 83)
 AE5368
 AE5368_MARKER: DV = VERTICAL CONTROL DISK
 AE5368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE5368_STAMPING: 2707 A 1979
 AE5368_MARK LOGO: MNDT  
 AE5368_PROJECTION: FLUSH
 AE5368_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5368
 AE5368  HISTORY     - Date     Condition        Report By
 AE5368  HISTORY     - 1979     MONUMENTED       MNDT
 AE5368  HISTORY     - 20070718 GOOD             MNDT
 AE5368
 AE5368                          STATION DESCRIPTION
 AE5368
 AE5368'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE5368'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.15 MILES EAST ALONG
 AE5368'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ST. LOUIS
 AE5368'PARK, NEAR THE INTERSECTION OF HIGHWAY 7 AND SOUTH CHOWEN AVENUE AND
 AE5368'IS IN THE SW 1/4 OF SECTION 32, T29N, R24W.  THE MARK IS 120 FEET
 AE5368'NORTH OF THE CENTERLINE OF HIGHWAY 7 AT MILEPOINT 195.45, 33 FEET EAST
 AE5368'OF THE CENTERLINE OF SOUTH CHOWEN AVENUE, 28.5 FEET SOUTH OF THE
 AE5368'CENTERLINE OF CHOWEN PLACE, 18 FEET WEST OF THE CENTER OF A QUAD
 AE5368'COTTONWOOD TREE AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AE5368'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2707 A 1979---,
 AE5368'IS FASTENED TO THE TOP OF 20 FEET OF COPPER CLAD STEEL ROD (MAGNETIC)
 AE5368'DRIVEN TO REFUSAL.
 AE5368
 AE5368                          STATION RECOVERY (2007)
 AE5368
 AE5368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5368'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH OF BLOOMINGTON, 7.0
 AE5368'MI (11.3 KM) EAST-NORTHEAST OF HOPKINS AND 3.7 MI (6.0 KM) SOUTHWEST
 AE5368'OF MINNEAPOLIS.
 AE5368' 
 AE5368'TO REACH TO THE MARK, IN MINNEAPOLIS, GO 1.15 MI (1.9 KM) EAST ALONG
 AE5368'TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY
 AE5368'100, AT TRUNK HIGHWAY 7 MILE POINT 195.45, 120 FT (36.6 M) NORTH OF
 AE5368'TRUNK HIGHWAY 7, 33 FT (10.1 M) EAST OF SOUTH CHOWEN AVENUE, 28.5 FT
 AE5368'(8.7 M) SOUTH OF CHOWEN PLACE, 18 FT (5.5 M) WEST OF COTTONWOOD TREE,
 AE5368'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0489 ***********************************************************************
 QO0489  DESIGNATION -  271/2 BOLT
 QO0489  PID         -  QO0489
 QO0489  STATE/COUNTY-  MN/ANOKA
 QO0489  COUNTRY     -  US
 QO0489  USGS QUAD   -  ANOKA (1993)
 QO0489
 QO0489                         *CURRENT SURVEY CONTROL
 QO0489  ______________________________________________________________________
 QO0489* NAD 83(1986) POSITION- 45 11 42.10   (N) 093 24 00.72   (W)   HD_HELD1  
 QO0489* NAVD 88 ORTHO HEIGHT -   257.834  (meters)     845.91  (feet) ADJUSTED  
 QO0489  ______________________________________________________________________
 QO0489  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 QO0489  DYNAMIC HEIGHT  -        257.816 (meters)      845.85  (feet) COMP
 QO0489  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 QO0489
 QO0489  VERT ORDER      -  FIRST     CLASS I
 QO0489
 QO0489.The horizontal coordinates were established by differentially corrected
 QO0489.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0489.
 QO0489.The orthometric height was determined by differential leveling and
 QO0489.adjusted in June 1991.
 QO0489
 QO0489.Photographs are available for this station.
 QO0489
 QO0489.The dynamic height is computed by dividing the NAVD 88
 QO0489.geopotential number by the normal gravity value computed on the
 QO0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0489.degrees latitude (g = 980.6199 gals.).
 QO0489
 QO0489.The modeled gravity was interpolated from observed gravity values.
 QO0489
 QO0489;                    North         East    Units  Estimated Accuracy
 QO0489;SPC MN S     -   344,073.3     847,131.0     MT  (+/- 3 meters HH1 GPS) 
 QO0489
 QO0489                          SUPERSEDED SURVEY CONTROL
 QO0489
 QO0489  NGVD 29 (??/??/92)  257.731  (m)          845.57   (f) ADJ UNCH    1 1
 QO0489
 QO0489.Superseded values are not recommended for survey control.
 QO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0489.See file dsdata.txt to determine how the superseded data were derived.
 QO0489
 QO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6856504693(NAD 83)
 QO0489
 QO0489_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0489_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0489_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0489
 QO0489  HISTORY     - Date     Condition        Report By
 QO0489  HISTORY     - UNK      MONUMENTED       MRC
 QO0489  HISTORY     - 1970     GOOD             NGS
 QO0489
 QO0489                          STATION DESCRIPTION
 QO0489
 QO0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0489'0.7 MI SW FROM ANOKA.
 QO0489'ABOUT 0.15 MILE NORTHWEST ALONG MAIN STREET WHICH IS U.S. HIGHWAYS 52
 QO0489'AND 169 FROM THE CITY HALL AT ANOKA, THENCE 0.25 MILE SOUTH     OUTH
 QO0489'ALONG FERRY STREET, THENCE 0.3 MILE WEST ALONG RICE STREET, 34 FEET
 QO0489'SOUTH OF THE CENTER LINE OF THE STREET, 16 FEET SOUTH OF THE SOUTH
 QO0489'CURB OF THE STREET, 56.0 FEET NORTH OF THE NORTHEAST CORNER OF HOUSE
 QO0489'NUMBER 512, 35.4 FEET EAST OF THE EAST EDGE OF A CONCRETE WALKWAY
 QO0489'WHICH LEADS TO THE HOUSE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET,
 QO0489'AND IS A COPPER BOLT LEADED IN A TILE ABOUT 4 FEET UNDERGROUND, ACCESS
 QO0489'TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI
 QO0489'RIVER COMMISSION CAP AND WHICH IS LEVEL WITH THE SURFACE OF THE
 QO0489'GROUND.  1/4, SEC 12, T31N, R 25W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2310 ***********************************************************************
 DJ2310  DESIGNATION -  2713 A
 DJ2310  PID         -  DJ2310
 DJ2310  STATE/COUNTY-  MN/HENNEPIN
 DJ2310  COUNTRY     -  US
 DJ2310  USGS QUAD   -  EXCELSIOR (1997)
 DJ2310
 DJ2310                         *CURRENT SURVEY CONTROL
 DJ2310  ______________________________________________________________________
 DJ2310* NAD 83(1986) POSITION- 44 58 32.6    (N) 093 30 31.0    (W)   HD_HELD2  
 DJ2310* NAVD 88 ORTHO HEIGHT -   294.827  (meters)     967.28  (feet) ADJUSTED  
 DJ2310  ______________________________________________________________________
 DJ2310  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DJ2310  DYNAMIC HEIGHT  -        294.822 (meters)      967.26  (feet) COMP
 DJ2310  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 DJ2310
 DJ2310  VERT ORDER      -  SECOND    CLASS I
 DJ2310
 DJ2310.The horizontal coordinates were established by autonomous hand held GPS
 DJ2310.observations and have an estimated accuracy of +/- 10 meters.
 DJ2310.
 DJ2310.The orthometric height was determined by differential leveling and
 DJ2310.adjusted in May 2010.
 DJ2310
 DJ2310.Photographs are available for this station.
 DJ2310
 DJ2310.The dynamic height is computed by dividing the NAVD 88
 DJ2310.geopotential number by the normal gravity value computed on the
 DJ2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2310.degrees latitude (g = 980.6199 gals.).
 DJ2310
 DJ2310.The modeled gravity was interpolated from observed gravity values.
 DJ2310
 DJ2310;                    North         East    Units  Estimated Accuracy
 DJ2310;SPC MN S     -   319,645.      838,759.      MT  (+/- 10 meters HH2 GPS)
 DJ2310
 DJ2310                          SUPERSEDED SURVEY CONTROL
 DJ2310
 DJ2310.No superseded survey control is available for this station.
 DJ2310
 DJ2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5989680379(NAD 83)
 DJ2310
 DJ2310_MARKER: DB = BENCH MARK DISK
 DJ2310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2310_SP_SET: BRIDGE ABUTMENT
 DJ2310_STAMPING: 2713 A 1974
 DJ2310_MARK LOGO: MNHD  
 DJ2310_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2310+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2310
 DJ2310  HISTORY     - Date     Condition        Report By
 DJ2310  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2310  HISTORY     - 1986     GOOD             MNDT
 DJ2310  HISTORY     - 19930505 GOOD             MNDT
 DJ2310
 DJ2310                          STATION DESCRIPTION
 DJ2310
 DJ2310'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2310'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 2.4 MILES WEST ALONG TRUNK
 DJ2310'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AT MILEPOINT
 DJ2310'154.5, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27132 (BROADWAY AVENUE
 DJ2310'OVER TRUNK HIGHWAY 12) AND IN THE NE 1/4 OF SECTION 6, T117N, R22W.
 DJ2310'THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713 A 1974---, IS
 DJ2310'SET IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DJ2310
 DJ2310                          STATION RECOVERY (1993)
 DJ2310
 DJ2310'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2310'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2329 ***********************************************************************
 DJ2329  DESIGNATION -  2713 AA
 DJ2329  PID         -  DJ2329
 DJ2329  STATE/COUNTY-  MN/HENNEPIN
 DJ2329  COUNTRY     -  US
 DJ2329  USGS QUAD   -  EXCELSIOR (1997)
 DJ2329
 DJ2329                         *CURRENT SURVEY CONTROL
 DJ2329  ______________________________________________________________________
 DJ2329* NAD 83(2007) POSITION- 44 58 43.65774(N) 093 32 37.48566(W)   ADJUSTED  
 DJ2329* NAD 83(2007) ELLIP HT-   266.894 (meters)        (01/05/11)   ADJUSTED
 DJ2329* NAD 83(2007) EPOCH   -  2002.00
 DJ2329* NAVD 88 ORTHO HEIGHT -   293.865  (meters)     964.12  (feet) ADJUSTED  
 DJ2329  ______________________________________________________________________
 DJ2329  NAD 83(2007) X  -   -279,349.699 (meters)                     COMP
 DJ2329  NAD 83(2007) Y  - -4,510,804.135 (meters)                     COMP
 DJ2329  NAD 83(2007) Z  -  4,485,870.331 (meters)                     COMP
 DJ2329  LAPLACE CORR    -          3.12  (seconds)                    DEFLEC09
 DJ2329  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DJ2329  DYNAMIC HEIGHT  -        293.859 (meters)      964.10  (feet) COMP
 DJ2329  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DJ2329
 DJ2329  HORZ ORDER      -  FIRST
 DJ2329  VERT ORDER      -  SECOND    CLASS I
 DJ2329  ELLP ORDER      -  FOURTH    CLASS I
 DJ2329
 DJ2329.The horizontal coordinates were established by GPS observations
 DJ2329.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DJ2329
 DJ2329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ2329.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ2329
 DJ2329.The horizontal coordinates are valid at the epoch date displayed above
 DJ2329.which is a decimal equivalence of Year/Month/Day.
 DJ2329
 DJ2329.The orthometric height was determined by differential leveling and
 DJ2329.adjusted in January 2012.
 DJ2329
 DJ2329.Photographs are available for this station.
 DJ2329
 DJ2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2329
 DJ2329.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ2329
 DJ2329.The ellipsoidal height was determined by GPS observations
 DJ2329.and is referenced to NAD 83.
 DJ2329
 DJ2329.The dynamic height is computed by dividing the NAVD 88
 DJ2329.geopotential number by the normal gravity value computed on the
 DJ2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2329.degrees latitude (g = 980.6199 gals.).
 DJ2329
 DJ2329.The modeled gravity was interpolated from observed gravity values.
 DJ2329
 DJ2329. The following values were computed from the NAD 83(2007) position.
 DJ2329
 DJ2329;                    North         East     Units Scale Factor Converg.
 DJ2329;SPC MN S     -   319,970.626   835,985.705   MT  0.99995671   +0 19 11.3
 DJ2329;SPC MN S     - 1,049,770.30  2,742,729.77   sFT  0.99995671   +0 19 11.3
 DJ2329;UTM  15      - 4,980,738.460   457,128.690   MT  0.99962260   -0 23 03.7
 DJ2329
 DJ2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2329!SPC MN S     -   0.99995816  x   0.99995671  =   0.99991487
 DJ2329!UTM  15      -   0.99995816  x   0.99962260  =   0.99958077
 DJ2329
 DJ2329:                Primary Azimuth Mark                     Grid Az
 DJ2329:SPC MN S     -  2713 AC                                  291 13 02.1
 DJ2329:UTM  15      -  2713 AC                                  291 55 17.1
 DJ2329
 DJ2329|---------------------------------------------------------------------|
 DJ2329| PID    Reference Object                     Distance      Geod. Az  |
 DJ2329|                                                           dddmmss.s |
 DJ2329| DM4987 2713 AC                             APPROX. 1.2 KM 2913213.4 |
 DJ2329|---------------------------------------------------------------------|
 DJ2329
 DJ2329                          SUPERSEDED SURVEY CONTROL
 DJ2329
 DJ2329  NAVD 88 (01/05/11)  293.87   (m)          964.1    (f) LEVELING    3  
 DJ2329  NAVD 88 (05/05/10)  293.812  (m)          963.95   (f) SUPERSEDED  2 1
 DJ2329
 DJ2329.Superseded values are not recommended for survey control.
 DJ2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2329.See file dsdata.txt to determine how the superseded data were derived.
 DJ2329
 DJ2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5712880738(NAD 83)
 DJ2329
 DJ2329_MARKER: DV = VERTICAL CONTROL DISK
 DJ2329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2329_STAMPING: 2713 AA 1988
 DJ2329_MARK LOGO: MNDT  
 DJ2329_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ2329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2329+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2329_ROD/PIPE-DEPTH:  5.2 meters
 DJ2329
 DJ2329  HISTORY     - Date     Condition        Report By
 DJ2329  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2329  HISTORY     - 19940228 GOOD             MNDT
 DJ2329  HISTORY     - 20080624 GOOD             MNDT
 DJ2329  HISTORY     - 20080624 GOOD             MNDT
 DJ2329
 DJ2329                          STATION DESCRIPTION
 DJ2329
 DJ2329'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2329'THE MARK IS LOCATED IN THE CITY OF ORONO, 2.4 MILES WEST ALONG TRUNK
 DJ2329'HIGHWAY 12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN WAYZATA, NEAR
 DJ2329'SUMMIT PARK CEMETERY AND IN THE SE 1/4 OF SECTION 35, T118N, R23W. THE
 DJ2329'MARK IS 85 FEET WEST OF THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT
 DJ2329'152.7, 64 FEET EAST OF THE CENTERLINE OF A ROAD IN THE CEMETERY, 92
 DJ2329'FEET NORTH OF SIGN (SUMMIT PARK CEMETERY) AND 2 FEET NORTH OF A STEEL
 DJ2329'WITNESS POST.  THE MARK, A MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 DJ2329'DISK STAMPED---2713 AA 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 DJ2329'DIAMETER BY 17 FOOT LONG DRIVEN ALUMINUM ROD.
 DJ2329
 DJ2329                          STATION RECOVERY (1994)
 DJ2329
 DJ2329'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2329'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2329
 DJ2329                          STATION RECOVERY (2008)
 DJ2329
 DJ2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2329'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ2329'THE MARK IS 1.8 MILES NORTHWEST OF WAYZATA, 2.4 MILES WEST ALONG TRUNK
 DJ2329'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 101
 DJ2329'IN WAYZATA, NEAR SUMMIT PARK CEMETERY, AT TRUNK HIGHWAY 12 MILEPOINT
 DJ2329'152.7, 85.0 FEET SOUTH OF TRUNK HIGHWAY 12, 64.0 FEET NORTH OF ROAD IN
 DJ2329'CEMETERY, 150.0 FEET WEST OF SUMMIT PARK CEMETERY SIGN, 2.5 FEET WEST
 DJ2329'OF WITNESS POST.
 DJ2329
 DJ2329                          STATION RECOVERY (2008)
 DJ2329
 DJ2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2329'THE MARK IS 1.8 MI (2.9 KM) NORTHWEST OF WAYZATA.
 DJ2329' 
 DJ2329'2.4 MI WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 DJ2329'12 AND TRUNK HIGHWAY 101 IN WAYZATA, NEAR SUMMIT PARK CEMETERY, AT
 DJ2329'TRUNK HIGHWAY 12 MILE POINT 152.7.
 DJ2329' 
 DJ2329'IT IS 85.0 FT (25.9 M) SOUTH OF TRUNK HIGHWAY 12, 64.0 FT (19.5 M)
 DJ2329'NORTH OF ROAD IN CEMETERY, 150.0 FT (45.7 M) WEST OF SUMMIT PARK
 DJ2329'CEMETERY SIGN, 2.5 FT (0.8 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2330 ***********************************************************************
 DJ2330  DESIGNATION -  2713 AB
 DJ2330  PID         -  DJ2330
 DJ2330  STATE/COUNTY-  MN/HENNEPIN
 DJ2330  COUNTRY     -  US
 DJ2330  USGS QUAD   -  EXCELSIOR (1997)
 DJ2330
 DJ2330                         *CURRENT SURVEY CONTROL
 DJ2330  ______________________________________________________________________
 DJ2330* NAD 83(1986) POSITION- 44 59 06.23   (N) 093 33 12.38   (W)   HD_HELD1  
 DJ2330* NAVD 88 ORTHO HEIGHT -   301.928  (meters)     990.58  (feet) ADJUSTED  
 DJ2330  ______________________________________________________________________
 DJ2330  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DJ2330  DYNAMIC HEIGHT  -        301.921 (meters)      990.55  (feet) COMP
 DJ2330  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DJ2330
 DJ2330  VERT ORDER      -  SECOND    CLASS I
 DJ2330
 DJ2330.The horizontal coordinates were established by differentially corrected
 DJ2330.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2330.
 DJ2330.The orthometric height was determined by differential leveling and
 DJ2330.adjusted in January 2012.
 DJ2330
 DJ2330.Photographs are available for this station.
 DJ2330
 DJ2330.The dynamic height is computed by dividing the NAVD 88
 DJ2330.geopotential number by the normal gravity value computed on the
 DJ2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2330.degrees latitude (g = 980.6199 gals.).
 DJ2330
 DJ2330.The modeled gravity was interpolated from observed gravity values.
 DJ2330
 DJ2330;                    North         East    Units  Estimated Accuracy
 DJ2330;SPC MN S     -   320,663.2     835,217.4     MT  (+/- 3 meters HH1 GPS) 
 DJ2330
 DJ2330                          SUPERSEDED SURVEY CONTROL
 DJ2330
 DJ2330  NAVD 88 (05/05/10)  301.945  (m)          990.63   (f) SUPERSEDED  2 1
 DJ2330
 DJ2330.Superseded values are not recommended for survey control.
 DJ2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2330.See file dsdata.txt to determine how the superseded data were derived.
 DJ2330
 DJ2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5636981440(NAD 83)
 DJ2330
 DJ2330_MARKER: DV = VERTICAL CONTROL DISK
 DJ2330_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2330_STAMPING: 2713 AB 1988
 DJ2330_MARK LOGO: MNDT  
 DJ2330_PROJECTION: FLUSH
 DJ2330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2330+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2330_ROD/PIPE-DEPTH:  5.8 meters
 DJ2330
 DJ2330  HISTORY     - Date     Condition        Report By
 DJ2330  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2330  HISTORY     - 19940228 GOOD             MNDT
 DJ2330  HISTORY     - 20080624 GOOD             MNDT
 DJ2330
 DJ2330                          STATION DESCRIPTION
 DJ2330
 DJ2330'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2330'THE MARK IS LOCATED IN THE CITY OF LONG LAKE, 2.9 MILES WEST ALONG
 DJ2330'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 101 IN THE CITY
 DJ2330'OF WAYZATA AND IN THE NE 1/4 OF SECTION 35, T118N, R23W.  THE MARK IS
 DJ2330'36 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 152.05, 30
 DJ2330'FEET EAST OF THE ENTENDED CENTERLINE OF HEATHER LANE, 19 FEET EAST OF
 DJ2330'THE CENTERLINE OF A BITUMINOUS DRIVEWAY, 8 FEET EAST OF A POWER POLE
 DJ2330'AND 1 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 DJ2330'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2713 AB
 DJ2330'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 19 FOOT LONG
 DJ2330'DRIVEN ALUMINUM ROD.
 DJ2330
 DJ2330                          STATION RECOVERY (1994)
 DJ2330
 DJ2330'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2330'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2330
 DJ2330                          STATION RECOVERY (2008)
 DJ2330
 DJ2330'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2330'THE MARK IS 2.4 MI (3.9 KM) NORTHWEST OF WAYZATA/ 3.0 MI (4.8 KM) WEST
 DJ2330'ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 DJ2330'HIGHWAY 101 IN WAYZATA, AT TRUNK HIGHWAY 12 MILE POINT 151.98.
 DJ2330' 
 DJ2330'IT IS 36.0 FT (11.0 M) NORTH OF TRUNK HIGHWAY 12, 30.0 FT (9.1 M) EAST
 DJ2330'OF EXTENDED CENTER OF HEATHER LANE, 19.0 FT (5.8 M) EAST OF BITUMINOUS
 DJ2330'DRIVEWAY, 8.0 FT (2.4 M) EAST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A
 DJ2330'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4987 ***********************************************************************
 DM4987  DESIGNATION -  2713 AC
 DM4987  PID         -  DM4987
 DM4987  STATE/COUNTY-  MN/HENNEPIN
 DM4987  COUNTRY     -  US
 DM4987  USGS QUAD   -  EXCELSIOR (1997)
 DM4987
 DM4987                         *CURRENT SURVEY CONTROL
 DM4987  ______________________________________________________________________
 DM4987* NAD 83(2007) POSITION- 44 58 58.47313(N) 093 33 30.39301(W)   ADJUSTED  
 DM4987* NAD 83(2007) ELLIP HT-   274.205 (meters)        (01/05/11)   ADJUSTED
 DM4987* NAD 83(2007) EPOCH   -  2002.00
 DM4987* NAVD 88 ORTHO HEIGHT -   301.220  (meters)     988.25  (feet) ADJUSTED  
 DM4987  ______________________________________________________________________
 DM4987  NAD 83(2007) X  -   -280,486.975 (meters)                     COMP
 DM4987  NAD 83(2007) Y  - -4,510,414.818 (meters)                     COMP
 DM4987  NAD 83(2007) Z  -  4,486,199.015 (meters)                     COMP
 DM4987  LAPLACE CORR    -          3.88  (seconds)                    DEFLEC09
 DM4987  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DM4987  DYNAMIC HEIGHT  -        301.213 (meters)      988.23  (feet) COMP
 DM4987  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 DM4987
 DM4987  HORZ ORDER      -  FIRST
 DM4987  VERT ORDER      -  SECOND    CLASS I
 DM4987  ELLP ORDER      -  FOURTH    CLASS I
 DM4987
 DM4987.The horizontal coordinates were established by GPS observations
 DM4987.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4987
 DM4987.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4987.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4987
 DM4987.The horizontal coordinates are valid at the epoch date displayed above
 DM4987.which is a decimal equivalence of Year/Month/Day.
 DM4987
 DM4987.The orthometric height was determined by differential leveling and
 DM4987.adjusted in January 2012.
 DM4987
 DM4987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4987
 DM4987.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4987
 DM4987.The ellipsoidal height was determined by GPS observations
 DM4987.and is referenced to NAD 83.
 DM4987
 DM4987.The dynamic height is computed by dividing the NAVD 88
 DM4987.geopotential number by the normal gravity value computed on the
 DM4987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4987.degrees latitude (g = 980.6199 gals.).
 DM4987
 DM4987.The modeled gravity was interpolated from observed gravity values.
 DM4987
 DM4987. The following values were computed from the NAD 83(2007) position.
 DM4987
 DM4987;                    North         East     Units Scale Factor Converg.
 DM4987;SPC MN S     -   320,421.582   834,824.104   MT  0.99995732   +0 18 34.2
 DM4987;SPC MN S     - 1,051,249.81  2,738,918.75   sFT  0.99995732   +0 18 34.2
 DM4987;UTM  15      - 4,981,203.504   455,973.104   MT  0.99962383   -0 23 41.2
 DM4987
 DM4987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4987!SPC MN S     -   0.99995701  x   0.99995732  =   0.99991433
 DM4987!UTM  15      -   0.99995701  x   0.99962383  =   0.99958086
 DM4987
 DM4987:                Primary Azimuth Mark                     Grid Az
 DM4987:SPC MN S     -  2713 AA                                  111 13 01.8
 DM4987:UTM  15      -  2713 AA                                  111 55 17.2
 DM4987
 DM4987|---------------------------------------------------------------------|
 DM4987| PID    Reference Object                     Distance      Geod. Az  |
 DM4987|                                                           dddmmss.s |
 DM4987| DJ2329 2713 AA                             APPROX. 1.2 KM 1113136.0 |
 DM4987| DM4988 2713 AD                             APPROX. 1.2 KM 2803805.6 |
 DM4987| DM4991 2713 AG                             APPROX. 1.3 KM 2871100.0 |
 DM4987|---------------------------------------------------------------------|
 DM4987
 DM4987                          SUPERSEDED SURVEY CONTROL
 DM4987
 DM4987  NAVD 88 (01/05/11)  301.22   (m)          988.3    (f) LEVELING    3  
 DM4987
 DM4987.Superseded values are not recommended for survey control.
 DM4987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4987.See file dsdata.txt to determine how the superseded data were derived.
 DM4987
 DM4987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5597381203(NAD 83)
 DM4987
 DM4987_MARKER: DD = SURVEY DISK
 DM4987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4987_SP_SET: BRIDGE WALKWAY
 DM4987_STAMPING: 2713 AC 2008
 DM4987_MARK LOGO: MNDT  
 DM4987_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4987+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4987
 DM4987  HISTORY     - Date     Condition        Report By
 DM4987  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4987  HISTORY     - 20080623 GOOD             MNDT
 DM4987
 DM4987                          STATION DESCRIPTION
 DM4987
 DM4987'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4987'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN THE CENTER OF THE
 DM4987'NORTH END OF A PEDESTRIAN BRIDGE NUMBER 27278 OVER TRUNK HIGHWAY 12
 DM4987'AND RAILROAD, 0.25 MILE SOUTH ALONG COUNTY ROAD 146 FROM THE JUNCTION
 DM4987'OF TRUNK HIGHWAY 12 AND COUNTY ROAD 146 (BROWN ROAD), THEN 0.7 MILE
 DM4987'EAST ON ORHARD LANE, 0.25 MILE NORTHEAST ON STONE RIDGE CIRCLE, AT NEW
 DM4987'TRUNK HIGHWAY 12 MILEPOINT 152.0, 29.8 FEET SOUTH OF FENCE, 21.5 FEET
 DM4987'SOUTH OF WALKWAY, 6.5 FEET WEST OF BRIDGE PILLAR.  MARK WAS SET IN
 DM4987'2005, STAMPED IN 2008.
 DM4987
 DM4987                          STATION RECOVERY (2008)
 DM4987
 DM4987'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4987'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4988 ***********************************************************************
 DM4988  DESIGNATION -  2713 AD
 DM4988  PID         -  DM4988
 DM4988  STATE/COUNTY-  MN/HENNEPIN
 DM4988  COUNTRY     -  US
 DM4988  USGS QUAD   -  EXCELSIOR (1997)
 DM4988
 DM4988                         *CURRENT SURVEY CONTROL
 DM4988  ______________________________________________________________________
 DM4988* NAD 83(2007) POSITION- 44 59 05.81058(N) 093 34 25.48197(W)   ADJUSTED  
 DM4988* NAD 83(2007) ELLIP HT-   278.602 (meters)        (01/05/11)   ADJUSTED
 DM4988* NAD 83(2007) EPOCH   -  2002.00
 DM4988* NAVD 88 ORTHO HEIGHT -   305.644  (meters)    1002.77  (feet) ADJUSTED  
 DM4988  ______________________________________________________________________
 DM4988  NAD 83(2007) X  -   -281,681.814 (meters)                     COMP
 DM4988  NAD 83(2007) Y  - -4,510,183.034 (meters)                     COMP
 DM4988  NAD 83(2007) Z  -  4,486,362.339 (meters)                     COMP
 DM4988  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC09
 DM4988  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DM4988  DYNAMIC HEIGHT  -        305.636 (meters)     1002.74  (feet) COMP
 DM4988  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 DM4988
 DM4988  HORZ ORDER      -  FIRST
 DM4988  VERT ORDER      -  SECOND    CLASS I
 DM4988  ELLP ORDER      -  FOURTH    CLASS I
 DM4988
 DM4988.The horizontal coordinates were established by GPS observations
 DM4988.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4988
 DM4988.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4988.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4988
 DM4988.The horizontal coordinates are valid at the epoch date displayed above
 DM4988.which is a decimal equivalence of Year/Month/Day.
 DM4988
 DM4988.The orthometric height was determined by differential leveling and
 DM4988.adjusted in January 2012.
 DM4988
 DM4988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4988
 DM4988.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4988
 DM4988.The ellipsoidal height was determined by GPS observations
 DM4988.and is referenced to NAD 83.
 DM4988
 DM4988.The dynamic height is computed by dividing the NAVD 88
 DM4988.geopotential number by the normal gravity value computed on the
 DM4988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4988.degrees latitude (g = 980.6199 gals.).
 DM4988
 DM4988.The modeled gravity was interpolated from observed gravity values.
 DM4988
 DM4988. The following values were computed from the NAD 83(2007) position.
 DM4988
 DM4988;                    North         East     Units Scale Factor Converg.
 DM4988;SPC MN S     -   320,641.669   833,616.080   MT  0.99995762   +0 17 55.6
 DM4988;SPC MN S     - 1,051,971.88  2,734,955.42   sFT  0.99995762   +0 17 55.6
 DM4988;UTM  15      - 4,981,438.346   454,768.278   MT  0.99962516   -0 24 20.2
 DM4988
 DM4988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4988!SPC MN S     -   0.99995632  x   0.99995762  =   0.99991394
 DM4988!UTM  15      -   0.99995632  x   0.99962516  =   0.99958150
 DM4988
 DM4988:                Primary Azimuth Mark                     Grid Az
 DM4988:SPC MN S     -  2713 AC                                  100 19 31.0
 DM4988:UTM  15      -  2713 AC                                  101 01 46.8
 DM4988
 DM4988|---------------------------------------------------------------------|
 DM4988| PID    Reference Object                     Distance      Geod. Az  |
 DM4988|                                                           dddmmss.s |
 DM4988| DM5000 MUKHTAR                             292.408 METERS 08806     |
 DM4988| DM4987 2713 AC                             APPROX. 1.2 KM 1003726.6 |
 DM4988| DM5001 OSMAN                               320.864 METERS 27914     |
 DM4988| DM4991 2713 AG                             152.182 METERS 35408     |
 DM4988|---------------------------------------------------------------------|
 DM4988
 DM4988                          SUPERSEDED SURVEY CONTROL
 DM4988
 DM4988  NAVD 88 (01/05/11)  305.65   (m)         1002.8    (f) LEVELING    3  
 DM4988
 DM4988.Superseded values are not recommended for survey control.
 DM4988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4988.See file dsdata.txt to determine how the superseded data were derived.
 DM4988
 DM4988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5476881438(NAD 83)
 DM4988
 DM4988_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4988_SP_SET: BRIDGE WALKWAY
 DM4988_STAMPING: 2713 AD 2008
 DM4988_MARK LOGO: MNDT  
 DM4988_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4988+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DM4988
 DM4988  HISTORY     - Date     Condition        Report By
 DM4988  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4988  HISTORY     - 20080624 GOOD             MNDT
 DM4988
 DM4988                          STATION DESCRIPTION
 DM4988
 DM4988'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4988'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF
 DM4988'COUNTY ROAD 146 BRIDGE NUMBER 27273 OVER TRUNK HIGHWAY 12 AND
 DM4988'RAILROAD, 0.25 MILE SOUTH ALONG COUNTY ROAD 146 (BROWN ROAD) FROM THE
 DM4988'JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 146 (BROWN ROAD), AT
 DM4988'TRUNK HIGHWAY 12 MILEPOINT 150.95, 29.0 FEET WEST OF CORNER OF PILLAR,
 DM4988'19.5 FEET EAST OF COUNTY ROAD 146 (BROWN ROAD).  MARK WAS SET IN 2005,
 DM4988'STAMPED IN 2008.
 DM4988
 DM4988                          STATION RECOVERY (2008)
 DM4988
 DM4988'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4988'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4989 ***********************************************************************
 DM4989  DESIGNATION -  2713 AE
 DM4989  PID         -  DM4989
 DM4989  STATE/COUNTY-  MN/HENNEPIN
 DM4989  COUNTRY     -  US
 DM4989  USGS QUAD   -  EXCELSIOR (1997)
 DM4989
 DM4989                         *CURRENT SURVEY CONTROL
 DM4989  ______________________________________________________________________
 DM4989* NAD 83(2007) POSITION- 44 59 06.18636(N) 093 35 02.15394(W)   ADJUSTED  
 DM4989* NAD 83(2007) ELLIP HT-   281.636 (meters)        (01/05/11)   ADJUSTED
 DM4989* NAD 83(2007) EPOCH   -  2002.00
 DM4989* NAVD 88 ORTHO HEIGHT -   308.703  (meters)    1012.80  (feet) ADJUSTED  
 DM4989  ______________________________________________________________________
 DM4989  NAD 83(2007) X  -   -282,483.300 (meters)                     COMP
 DM4989  NAD 83(2007) Y  - -4,510,126.840 (meters)                     COMP
 DM4989  NAD 83(2007) Z  -  4,486,372.689 (meters)                     COMP
 DM4989  LAPLACE CORR    -          4.94  (seconds)                    DEFLEC09
 DM4989  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DM4989  DYNAMIC HEIGHT  -        308.694 (meters)     1012.77  (feet) COMP
 DM4989  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 DM4989
 DM4989  HORZ ORDER      -  FIRST
 DM4989  VERT ORDER      -  SECOND    CLASS I
 DM4989  ELLP ORDER      -  FOURTH    CLASS I
 DM4989
 DM4989.The horizontal coordinates were established by GPS observations
 DM4989.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4989
 DM4989.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4989.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4989
 DM4989.The horizontal coordinates are valid at the epoch date displayed above
 DM4989.which is a decimal equivalence of Year/Month/Day.
 DM4989
 DM4989.The orthometric height was determined by differential leveling and
 DM4989.adjusted in January 2012.
 DM4989
 DM4989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4989
 DM4989.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4989
 DM4989.The ellipsoidal height was determined by GPS observations
 DM4989.and is referenced to NAD 83.
 DM4989
 DM4989.The dynamic height is computed by dividing the NAVD 88
 DM4989.geopotential number by the normal gravity value computed on the
 DM4989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4989.degrees latitude (g = 980.6199 gals.).
 DM4989
 DM4989.The modeled gravity was interpolated from observed gravity values.
 DM4989
 DM4989. The following values were computed from the NAD 83(2007) position.
 DM4989
 DM4989;                    North         East     Units Scale Factor Converg.
 DM4989;SPC MN S     -   320,649.130   832,812.670   MT  0.99995763   +0 17 29.9
 DM4989;SPC MN S     - 1,051,996.35  2,732,319.57   sFT  0.99995763   +0 17 29.9
 DM4989;UTM  15      - 4,981,455.677   453,965.287   MT  0.99962606   -0 24 46.1
 DM4989
 DM4989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4989!SPC MN S     -   0.99995585  x   0.99995763  =   0.99991348
 DM4989!UTM  15      -   0.99995585  x   0.99962606  =   0.99958192
 DM4989
 DM4989:                Primary Azimuth Mark                     Grid Az
 DM4989:SPC MN S     -  2713 Y                                   031 37 48.2
 DM4989:UTM  15      -  2713 Y                                   032 20 04.2
 DM4989
 DM4989|---------------------------------------------------------------------|
 DM4989| PID    Reference Object                     Distance      Geod. Az  |
 DM4989|                                                           dddmmss.s |
 DM4989| AE3504 2713 Y                              APPROX. 0.5 KM 0315518.1 |
 DM4989| DM4990 2713 AF                             APPROX. 0.8 KM 2703924.8 |
 DM4989| DM4993 2713 AJ                             APPROX. 0.8 KM 2755015.6 |
 DM4989| AE3503 2713 X                              APPROX. 1.0 KM 2993218.7 |
 DM4989| DM4992 2713 AH                              69.843 METERS 34732     |
 DM4989|---------------------------------------------------------------------|
 DM4989
 DM4989                          SUPERSEDED SURVEY CONTROL
 DM4989
 DM4989  NAVD 88 (01/05/11)  308.71   (m)         1012.8    (f) LEVELING    3  
 DM4989
 DM4989.Superseded values are not recommended for survey control.
 DM4989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4989.See file dsdata.txt to determine how the superseded data were derived.
 DM4989
 DM4989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5396581455(NAD 83)
 DM4989
 DM4989_MARKER: DD = SURVEY DISK
 DM4989_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4989_SP_SET: BRIDGE WALKWAY
 DM4989_STAMPING: 2713 AE 2008
 DM4989_MARK LOGO: MNDT  
 DM4989_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4989+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4989
 DM4989  HISTORY     - Date     Condition        Report By
 DM4989  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4989  HISTORY     - 20080623 GOOD             MNDT
 DM4989
 DM4989                          STATION DESCRIPTION
 DM4989
 DM4989'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4989'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF
 DM4989'WILLOW DRIVE BRIDGE NUMBER 27274 OVER TRUNK HIGHWAY 12 AND RAILROAD,
 DM4989'0.3 MILE SOUTH ALONG WILLOW DRIVE FROM THE JUNCTION OF TRUNK HIGHWAY
 DM4989'912 AND WILLOW ROAD, AT TRUNK HIGHWAY 12 MILEPOINT 150.45, 24.0 FEET
 DM4989'EAST OF WILLOW DRIVE, 6.3 FEET WEST OF CORNER OF PILLAR, 1.9 FEET EAST
 DM4989'OF CURB.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4989
 DM4989                          STATION RECOVERY (2008)
 DM4989
 DM4989'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4989'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4990 ***********************************************************************
 DM4990  DESIGNATION -  2713 AF
 DM4990  PID         -  DM4990
 DM4990  STATE/COUNTY-  MN/HENNEPIN
 DM4990  COUNTRY     -  US
 DM4990  USGS QUAD   -  EXCELSIOR (1997)
 DM4990
 DM4990                         *CURRENT SURVEY CONTROL
 DM4990  ______________________________________________________________________
 DM4990* NAD 83(2007) POSITION- 44 59 06.48372(N) 093 35 38.90213(W)   ADJUSTED  
 DM4990* NAD 83(2007) ELLIP HT-   287.045 (meters)        (01/05/11)   ADJUSTED
 DM4990* NAD 83(2007) EPOCH   -  2002.00
 DM4990* NAVD 88 ORTHO HEIGHT -   314.136  (meters)    1030.63  (feet) ADJUSTED  
 DM4990  ______________________________________________________________________
 DM4990  NAD 83(2007) X  -   -283,286.654 (meters)                     COMP
 DM4990  NAD 83(2007) Y  - -4,510,073.782 (meters)                     COMP
 DM4990  NAD 83(2007) Z  -  4,486,383.006 (meters)                     COMP
 DM4990  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC09
 DM4990  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DM4990  DYNAMIC HEIGHT  -        314.125 (meters)     1030.59  (feet) COMP
 DM4990  MODELED GRAVITY -    980,572.1   (mgal)                       NAVD 88
 DM4990
 DM4990  HORZ ORDER      -  FIRST
 DM4990  VERT ORDER      -  SECOND    CLASS I
 DM4990  ELLP ORDER      -  FOURTH    CLASS I
 DM4990
 DM4990.The horizontal coordinates were established by GPS observations
 DM4990.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4990
 DM4990.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4990.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4990
 DM4990.The horizontal coordinates are valid at the epoch date displayed above
 DM4990.which is a decimal equivalence of Year/Month/Day.
 DM4990
 DM4990.The orthometric height was determined by differential leveling and
 DM4990.adjusted in January 2012.
 DM4990
 DM4990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4990
 DM4990.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4990
 DM4990.The ellipsoidal height was determined by GPS observations
 DM4990.and is referenced to NAD 83.
 DM4990
 DM4990.The dynamic height is computed by dividing the NAVD 88
 DM4990.geopotential number by the normal gravity value computed on the
 DM4990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4990.degrees latitude (g = 980.6199 gals.).
 DM4990
 DM4990.The modeled gravity was interpolated from observed gravity values.
 DM4990
 DM4990. The following values were computed from the NAD 83(2007) position.
 DM4990
 DM4990;                    North         East     Units Scale Factor Converg.
 DM4990;SPC MN S     -   320,654.261   832,007.604   MT  0.99995764   +0 17 04.1
 DM4990;SPC MN S     - 1,052,013.19  2,729,678.28   sFT  0.99995764   +0 17 04.1
 DM4990;UTM  15      - 4,981,470.702   453,160.612   MT  0.99962698   -0 25 12.1
 DM4990
 DM4990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4990!SPC MN S     -   0.99995500  x   0.99995764  =   0.99991264
 DM4990!UTM  15      -   0.99995500  x   0.99962698  =   0.99958199
 DM4990
 DM4990:                Primary Azimuth Mark                     Grid Az
 DM4990:SPC MN S     -  2713 Y                                   068 03 01.0
 DM4990:UTM  15      -  2713 Y                                   068 45 17.2
 DM4990
 DM4990|---------------------------------------------------------------------|
 DM4990| PID    Reference Object                     Distance      Geod. Az  |
 DM4990|                                                           dddmmss.s |
 DM4990| AE3504 2713 Y                              APPROX. 1.2 KM 0682005.1 |
 DM4990| DM4992 2713 AH                             APPROX. 0.8 KM 0854326.7 |
 DM4990| DM4989 2713 AE                             APPROX. 0.8 KM 0903858.8 |
 DM4990| DM4993 2713 AJ                              76.385 METERS 34758     |
 DM4990| AE3503 2713 X                              498.469 METERS 3504815.2 |
 DM4990|---------------------------------------------------------------------|
 DM4990
 DM4990                          SUPERSEDED SURVEY CONTROL
 DM4990
 DM4990  NAVD 88 (01/05/11)  314.14   (m)         1030.6    (f) LEVELING    3  
 DM4990
 DM4990.Superseded values are not recommended for survey control.
 DM4990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4990.See file dsdata.txt to determine how the superseded data were derived.
 DM4990
 DM4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5316081470(NAD 83)
 DM4990
 DM4990_MARKER: DD = SURVEY DISK
 DM4990_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4990_SP_SET: BRIDGE WALKWAY
 DM4990_STAMPING: 2713 AF 2008
 DM4990_MARK LOGO: MNDT  
 DM4990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4990+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4990
 DM4990  HISTORY     - Date     Condition        Report By
 DM4990  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4990  HISTORY     - 20080623 GOOD             MNDT
 DM4990
 DM4990                          STATION DESCRIPTION
 DM4990
 DM4990'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4990'THE MARK IS IN LONG LAKE, IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF
 DM4990'OLD CRYSTAL BAY ROAD BRIDGE NUMBER 27275 OVER TRUNK HIGHWAY 12 AND
 DM4990'RAILROAD, 0.3 MILE SOUTH ALONG OLD CRYSTAL BAY ROAD FROM THE JUNCTION
 DM4990'OF TRUNK HIGHWAY 912 AND OLD CRYSTAL BAY ROAD, AT TRUNK HIGHWAY
 DM4990'MILEPOINT 149.9, 26.1 FEET EAST OF OLD CRYSTAL BAY ROAD, 4.5 FEET EAST
 DM4990'OF CURB, 3.5 FEET WEST OF CORNER OF PILLAR.  MARK WAS SET IN 2005,
 DM4990'STAMPED IN 2008.
 DM4990
 DM4990                          STATION RECOVERY (2008)
 DM4990
 DM4990'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4990'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4991 ***********************************************************************
 DM4991  HT_MOD      -  This is a Height Modernization Survey Station.
 DM4991  DESIGNATION -  2713 AG
 DM4991  PID         -  DM4991
 DM4991  STATE/COUNTY-  MN/HENNEPIN
 DM4991  COUNTRY     -  US
 DM4991  USGS QUAD   -  EXCELSIOR (1997)
 DM4991
 DM4991                         *CURRENT SURVEY CONTROL
 DM4991  ______________________________________________________________________
 DM4991* NAD 83(2007) POSITION- 44 59 10.71452(N) 093 34 26.19229(W)   ADJUSTED  
 DM4991* NAD 83(2007) ELLIP HT-   277.025 (meters)        (01/05/11)   ADJUSTED
 DM4991* NAD 83(2007) EPOCH   -  2002.00
 DM4991* NAVD 88 ORTHO HEIGHT -   304.08   (meters)     997.6   (feet) GPS OBS   
 DM4991  ______________________________________________________________________
 DM4991  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DM4991  NAD 83(2007) X  -   -281,690.605 (meters)                     COMP
 DM4991  NAD 83(2007) Y  - -4,510,074.137 (meters)                     COMP
 DM4991  NAD 83(2007) Z  -  4,486,468.301 (meters)                     COMP
 DM4991  LAPLACE CORR    -          4.64  (seconds)                    DEFLEC09
 DM4991  HORZ ORDER      -  FIRST
 DM4991  ELLP ORDER      -  FOURTH    CLASS I
 DM4991
 DM4991.The horizontal coordinates were established by GPS observations
 DM4991.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4991
 DM4991.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4991.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4991
 DM4991.The horizontal coordinates are valid at the epoch date displayed above
 DM4991.which is a decimal equivalence of Year/Month/Day.
 DM4991
 DM4991.The orthometric height was determined by GPS observations and a
 DM4991.high-resolution geoid model using precise GPS observation and
 DM4991.processing techniques. It supersedes the leveled height previously
 DM4991.determined for this station.
 DM4991
 DM4991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4991
 DM4991.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4991
 DM4991.The ellipsoidal height was determined by GPS observations
 DM4991.and is referenced to NAD 83.
 DM4991
 DM4991. The following values were computed from the NAD 83(2007) position.
 DM4991
 DM4991;                    North         East     Units Scale Factor Converg.
 DM4991;SPC MN S     -   320,792.964   833,599.730   MT  0.99995782   +0 17 55.1
 DM4991;SPC MN S     - 1,052,468.25  2,734,901.78   sFT  0.99995782   +0 17 55.1
 DM4991;UTM  15      - 4,981,589.780   454,753.795   MT  0.99962517   -0 24 20.7
 DM4991
 DM4991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4991!SPC MN S     -   0.99995657  x   0.99995782  =   0.99991439
 DM4991!UTM  15      -   0.99995657  x   0.99962517  =   0.99958175
 DM4991
 DM4991:                Primary Azimuth Mark                     Grid Az
 DM4991:SPC MN S     -  2713 AC                                  106 52 25.5
 DM4991:UTM  15      -  2713 AC                                  107 34 41.3
 DM4991
 DM4991|---------------------------------------------------------------------|
 DM4991| PID    Reference Object                     Distance      Geod. Az  |
 DM4991|                                                           dddmmss.s |
 DM4991| DM4987 2713 AC                             APPROX. 1.3 KM 1071020.6 |
 DM4991| DM5000 MUKHTAR                             338.867 METERS 11443     |
 DM4991| DM4988 2713 AD                             152.182 METERS 17408     |
 DM4991| DM5001 OSMAN                               317.304 METERS 25138     |
 DM4991|---------------------------------------------------------------------|
 DM4991
 DM4991                          SUPERSEDED SURVEY CONTROL
 DM4991
 DM4991  NAVD 88 (01/03/12)  304.067  (m)          997.59   (f) ADJUSTED    2 1
 DM4991
 DM4991.Superseded values are not recommended for survey control.
 DM4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4991.See file dsdata.txt to determine how the superseded data were derived.
 DM4991
 DM4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5475381589(NAD 83)
 DM4991
 DM4991_MARKER: DD = SURVEY DISK
 DM4991_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4991_SP_SET: BRIDGE WALKWAY
 DM4991_STAMPING: 2713 AG 2008
 DM4991_MARK LOGO: MNDT  
 DM4991_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4991+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4991
 DM4991  HISTORY     - Date     Condition        Report By
 DM4991  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4991  HISTORY     - 20080623 GOOD             MNDT
 DM4991
 DM4991                          STATION DESCRIPTION
 DM4991
 DM4991'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4991'THE MARK IS IN LONG LAKE, IN SIDEWALK IN NORTHWEST CORNER OF COUNTY
 DM4991'ROAD 146 BRIDGE NUMBER 27273 OVER TRUNK HIGHWAY 12 AND RAILROAD, 0.2
 DM4991'MILE SOUTH ALONG BROWN ROAD FROM THE JUNCTION OF TRUNK HIGHWAY 912 AND
 DM4991'COUNTY ROAD 146, 25 FEET WEST OF COUNTY ROAD 146, 300 FEET SOUTH OF
 DM4991'CITY HALL, 3 FEET EAST OF NORTHEAST CORNER OF THE NORTHWEST PILLAR
 DM4991'WITH LIGHT POLE, 3 FEET WEST OF CURB, 0.2 FOOT NORTH OF EXPANSION
 DM4991'JOINT.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4991
 DM4991                          STATION RECOVERY (2008)
 DM4991
 DM4991'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4991'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4992 ***********************************************************************
 DM4992  DESIGNATION -  2713 AH
 DM4992  PID         -  DM4992
 DM4992  STATE/COUNTY-  MN/HENNEPIN
 DM4992  COUNTRY     -  US
 DM4992  USGS QUAD   -  EXCELSIOR (1997)
 DM4992
 DM4992                         *CURRENT SURVEY CONTROL
 DM4992  ______________________________________________________________________
 DM4992* NAD 83(2007) POSITION- 44 59 08.39548(N) 093 35 02.84234(W)   ADJUSTED  
 DM4992* NAD 83(2007) ELLIP HT-   281.817 (meters)        (01/05/11)   ADJUSTED
 DM4992* NAD 83(2007) EPOCH   -  2002.00
 DM4992* NAVD 88 ORTHO HEIGHT -   308.885  (meters)    1013.40  (feet) ADJUSTED  
 DM4992  ______________________________________________________________________
 DM4992  NAD 83(2007) X  -   -282,495.346 (meters)                     COMP
 DM4992  NAD 83(2007) Y  - -4,510,077.908 (meters)                     COMP
 DM4992  NAD 83(2007) Z  -  4,486,421.053 (meters)                     COMP
 DM4992  LAPLACE CORR    -          4.96  (seconds)                    DEFLEC09
 DM4992  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DM4992  DYNAMIC HEIGHT  -        308.875 (meters)     1013.37  (feet) COMP
 DM4992  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 DM4992
 DM4992  HORZ ORDER      -  FIRST
 DM4992  VERT ORDER      -  SECOND    CLASS I
 DM4992  ELLP ORDER      -  FOURTH    CLASS I
 DM4992
 DM4992.The horizontal coordinates were established by GPS observations
 DM4992.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4992
 DM4992.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4992.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4992
 DM4992.The horizontal coordinates are valid at the epoch date displayed above
 DM4992.which is a decimal equivalence of Year/Month/Day.
 DM4992
 DM4992.The orthometric height was determined by differential leveling and
 DM4992.adjusted in January 2012.
 DM4992
 DM4992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4992
 DM4992.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4992
 DM4992.The ellipsoidal height was determined by GPS observations
 DM4992.and is referenced to NAD 83.
 DM4992
 DM4992.The dynamic height is computed by dividing the NAVD 88
 DM4992.geopotential number by the normal gravity value computed on the
 DM4992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4992.degrees latitude (g = 980.6199 gals.).
 DM4992
 DM4992.The modeled gravity was interpolated from observed gravity values.
 DM4992
 DM4992. The following values were computed from the NAD 83(2007) position.
 DM4992
 DM4992;                    North         East     Units Scale Factor Converg.
 DM4992;SPC MN S     -   320,717.245   832,797.242   MT  0.99995772   +0 17 29.4
 DM4992;SPC MN S     - 1,052,219.83  2,732,268.95   sFT  0.99995772   +0 17 29.4
 DM4992;UTM  15      - 4,981,523.954   453,950.703   MT  0.99962607   -0 24 46.6
 DM4992
 DM4992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4992!SPC MN S     -   0.99995582  x   0.99995772  =   0.99991354
 DM4992!UTM  15      -   0.99995582  x   0.99962607  =   0.99958190
 DM4992
 DM4992:                Primary Azimuth Mark                     Grid Az
 DM4992:SPC MN S     -  2713 Y                                   037 37 42.2
 DM4992:UTM  15      -  2713 Y                                   038 19 58.2
 DM4992
 DM4992|---------------------------------------------------------------------|
 DM4992| PID    Reference Object                     Distance      Geod. Az  |
 DM4992|                                                           dddmmss.s |
 DM4992| AE3504 2713 Y                              467.556 METERS 0375511.6 |
 DM4992| DM4989 2713 AE                              69.843 METERS 16732     |
 DM4992| DM4990 2713 AF                             APPROX. 0.8 KM 2654352.2 |
 DM4992| DM4993 2713 AJ                             APPROX. 0.8 KM 2710708.1 |
 DM4992| AE3503 2713 X                              APPROX. 1.0 KM 2962834.2 |
 DM4992|---------------------------------------------------------------------|
 DM4992
 DM4992                          SUPERSEDED SURVEY CONTROL
 DM4992
 DM4992  NAVD 88 (01/05/11)  308.89   (m)         1013.4    (f) LEVELING    3  
 DM4992
 DM4992.Superseded values are not recommended for survey control.
 DM4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4992.See file dsdata.txt to determine how the superseded data were derived.
 DM4992
 DM4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5395081523(NAD 83)
 DM4992
 DM4992_MARKER: DD = SURVEY DISK
 DM4992_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4992_SP_SET: BRIDGE WALKWAY
 DM4992_STAMPING: 2713 AH 2008
 DM4992_MARK LOGO: MNDT  
 DM4992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4992+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2008
 DM4992
 DM4992  HISTORY     - Date     Condition        Report By
 DM4992  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4992  HISTORY     - 20080622 GOOD             MNDT
 DM4992
 DM4992                          STATION DESCRIPTION
 DM4992
 DM4992'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4992'THE MARK IS IN LONG LAKE, IN SIDEWALK IN NORTHWEST CORNER OF WILLOW
 DM4992'DRIVE BRIDGE NUMBER 27274 OVER TRUNK HIGHWAY 12 AND RAILROAD, 0.2 MILE
 DM4992'SOUTH ALONG WILLOW DRIVE FROM THE JUNCTION OF TRUNK HIGHWAY 912 AND
 DM4992'WILLOW DRIVE, AT TRUNK HIGHWAY 12 MILEPOINT 150.45, 25 FEET WEST OF
 DM4992'WILLOW DRIVE, 5 FEET EAST OF NORTHEAST CORNER OF THE NORTHWEST PILLAR
 DM4992'WITH LIGHT POLE, 3 FEET WEST OF CURB, 0.3 FOOT NORTH OF EXPANSION
 DM4992'JOINT.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4992
 DM4992                          STATION RECOVERY (2008)
 DM4992
 DM4992'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4992'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4993 ***********************************************************************
 DM4993  DESIGNATION -  2713 AJ
 DM4993  PID         -  DM4993
 DM4993  STATE/COUNTY-  MN/HENNEPIN
 DM4993  COUNTRY     -  US
 DM4993  USGS QUAD   -  EXCELSIOR (1997)
 DM4993
 DM4993                         *CURRENT SURVEY CONTROL
 DM4993  ______________________________________________________________________
 DM4993* NAD 83(2007) POSITION- 44 59 08.90373(N) 093 35 39.62925(W)   ADJUSTED  
 DM4993* NAD 83(2007) ELLIP HT-   287.143 (meters)        (01/05/11)   ADJUSTED
 DM4993* NAD 83(2007) EPOCH   -  2002.00
 DM4993* NAVD 88 ORTHO HEIGHT -   314.242  (meters)    1030.98  (feet) ADJUSTED  
 DM4993  ______________________________________________________________________
 DM4993  NAD 83(2007) X  -   -283,299.246 (meters)                     COMP
 DM4993  NAD 83(2007) Y  - -4,510,020.143 (meters)                     COMP
 DM4993  NAD 83(2007) Z  -  4,486,435.916 (meters)                     COMP
 DM4993  LAPLACE CORR    -          5.31  (seconds)                    DEFLEC09
 DM4993  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DM4993  DYNAMIC HEIGHT  -        314.230 (meters)     1030.94  (feet) COMP
 DM4993  MODELED GRAVITY -    980,571.7   (mgal)                       NAVD 88
 DM4993
 DM4993  HORZ ORDER      -  FIRST
 DM4993  VERT ORDER      -  SECOND    CLASS I
 DM4993  ELLP ORDER      -  FOURTH    CLASS I
 DM4993
 DM4993.The horizontal coordinates were established by GPS observations
 DM4993.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4993
 DM4993.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4993.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4993
 DM4993.The horizontal coordinates are valid at the epoch date displayed above
 DM4993.which is a decimal equivalence of Year/Month/Day.
 DM4993
 DM4993.The orthometric height was determined by differential leveling and
 DM4993.adjusted in January 2012.
 DM4993
 DM4993.No vertical observational check was made to the station.
 DM4993
 DM4993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4993
 DM4993.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4993
 DM4993.The ellipsoidal height was determined by GPS observations
 DM4993.and is referenced to NAD 83.
 DM4993
 DM4993.The dynamic height is computed by dividing the NAVD 88
 DM4993.geopotential number by the normal gravity value computed on the
 DM4993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4993.degrees latitude (g = 980.6199 gals.).
 DM4993
 DM4993.The modeled gravity was interpolated from observed gravity values.
 DM4993
 DM4993. The following values were computed from the NAD 83(2007) position.
 DM4993
 DM4993;                    North         East     Units Scale Factor Converg.
 DM4993;SPC MN S     -   320,728.884   831,991.305   MT  0.99995774   +0 17 03.6
 DM4993;SPC MN S     - 1,052,258.01  2,729,624.81   sFT  0.99995774   +0 17 03.6
 DM4993;UTM  15      - 4,981,545.494   453,145.236   MT  0.99962699   -0 25 12.6
 DM4993
 DM4993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4993!SPC MN S     -   0.99995498  x   0.99995774  =   0.99991272
 DM4993!UTM  15      -   0.99995498  x   0.99962699  =   0.99958199
 DM4993
 DM4993:                Primary Azimuth Mark                     Grid Az
 DM4993:SPC MN S     -  2713 Y                                   071 48 31.6
 DM4993:UTM  15      -  2713 Y                                   072 30 47.8
 DM4993
 DM4993|---------------------------------------------------------------------|
 DM4993| PID    Reference Object                     Distance      Geod. Az  |
 DM4993|                                                           dddmmss.s |
 DM4993| AE3504 2713 Y                              APPROX. 1.1 KM 0720535.2 |
 DM4993| DM4992 2713 AH                             APPROX. 0.8 KM 0910642.1 |
 DM4993| DM4989 2713 AE                             APPROX. 0.8 KM 0954949.1 |
 DM4993| DM4990 2713 AF                              76.385 METERS 16758     |
 DM4993| AE3503 2713 X                              422.195 METERS 3511904.3 |
 DM4993|---------------------------------------------------------------------|
 DM4993
 DM4993                          SUPERSEDED SURVEY CONTROL
 DM4993
 DM4993  NAVD 88 (01/05/11)  314.24   (m)         1031.0    (f) LEVELING    3  
 DM4993
 DM4993.Superseded values are not recommended for survey control.
 DM4993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4993.See file dsdata.txt to determine how the superseded data were derived.
 DM4993
 DM4993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5314581545(NAD 83)
 DM4993
 DM4993_MARKER: DD = SURVEY DISK
 DM4993_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4993_SP_SET: BRIDGE WALKWAY
 DM4993_STAMPING: 2713 AJ 2008
 DM4993_MARK LOGO: MNDT  
 DM4993_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4993+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 DM4993
 DM4993  HISTORY     - Date     Condition        Report By
 DM4993  HISTORY     - 20050401 MONUMENTED       MNDT
 DM4993  HISTORY     - 20080623 GOOD             MNDT
 DM4993
 DM4993                          STATION DESCRIPTION
 DM4993
 DM4993'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM4993'THE MARK IS IN LONG LAKE, IN SIDEWALK IN NORTHWEST CORNER OF OLD
 DM4993'CRYSTAL BAY ROAD BRIDGE NUMBER 27275 OVER TRUNK HIGHWAY 12 AND
 DM4993'RAILROAD, 0.2 MILE SOUTH ALONG OLD CRYSTAL BAY ROAD FROM THE JUNCTION
 DM4993'OF OLD CRYSTAL BAY ROAD AND TRUNK HIGHWAY 912 IN LONG LAKE, AT TRUNK
 DM4993'HIGHWAY 12 MILEPOINT 149.9, 25 FEET WEST OF OLD CRYSTAL BAY ROAD, 40
 DM4993'FEET SOUTH SOUTHEAST OF ELECTRIC BOX, 4.5 FEET WEST OF CURB, 0.5 FOOT
 DM4993'NORTH OF EXPANSION JOINT.  MARK WAS SET IN 2005, STAMPED IN 2008.
 DM4993
 DM4993                          STATION RECOVERY (2008)
 DM4993
 DM4993'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DM4993'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5746 ***********************************************************************
 DM5746  DESIGNATION -  2713 AK
 DM5746  PID         -  DM5746
 DM5746  STATE/COUNTY-  MN/HENNEPIN
 DM5746  COUNTRY     -  US
 DM5746  USGS QUAD   -  EXCELSIOR (1997)
 DM5746
 DM5746                         *CURRENT SURVEY CONTROL
 DM5746  ______________________________________________________________________
 DM5746* NAD 83(1986) POSITION- 44 59 09.40   (N) 093 36 20.60   (W)   HD_HELD1  
 DM5746* NAVD 88 ORTHO HEIGHT -   302.938  (meters)     993.89  (feet) ADJUSTED  
 DM5746  ______________________________________________________________________
 DM5746  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DM5746  DYNAMIC HEIGHT  -        302.926 (meters)      993.85  (feet) COMP
 DM5746  MODELED GRAVITY -    980,567.0   (mgal)                       NAVD 88
 DM5746
 DM5746  VERT ORDER      -  SECOND    CLASS I
 DM5746
 DM5746.The horizontal coordinates were established by differentially corrected
 DM5746.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5746.
 DM5746.The orthometric height was determined by differential leveling and
 DM5746.adjusted in January 2012.
 DM5746
 DM5746.The dynamic height is computed by dividing the NAVD 88
 DM5746.geopotential number by the normal gravity value computed on the
 DM5746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5746.degrees latitude (g = 980.6199 gals.).
 DM5746
 DM5746.The modeled gravity was interpolated from observed gravity values.
 DM5746
 DM5746;                    North         East    Units  Estimated Accuracy
 DM5746;SPC MN S     -   320,739.8     831,093.7     MT  (+/- 3 meters HH1 GPS) 
 DM5746
 DM5746                          SUPERSEDED SURVEY CONTROL
 DM5746
 DM5746.No superseded survey control is available for this station.
 DM5746
 DM5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5224881567(NAD 83)
 DM5746
 DM5746_MARKER: DD = SURVEY DISK
 DM5746_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5746_SP_SET: BRIDGE WALKWAY
 DM5746_STAMPING: 2713 AK 2008
 DM5746_MARK LOGO: MNDT  
 DM5746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5746+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5746
 DM5746  HISTORY     - Date     Condition        Report By
 DM5746  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5746
 DM5746                          STATION DESCRIPTION
 DM5746
 DM5746'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5746'THE MARK IS 0.4 MI (0.6 KM) WEST OF LONG LAKE, IN ORONO TOWNSHIP IN
 DM5746'RAILING IN SOUTHEAST CORNER OF TRUNK HIGHWAY 12 BRIDGE NUMBER 27296
 DM5746'OVER WETLAND.
 DM5746' 
 DM5746'0.7 MI SOUTHEAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DM5746'HIGHWAY 12 AND COUNTY ROAD 6 IN ORONO TOWNSHIP, THEN 0.05 MI (0.1 KM)
 DM5746'NORTH ACROSS RAILROAD, THEN 0.1 MI (0.2 KM) WEST ON TRUNK HIGHWAY 12,
 DM5746'AT TRUNK HIGHWAY 12 MILE POINT 149.35.
 DM5746' 
 DM5746'IT IS 25 FT (7.6 M) SOUTH OF TRUNK HIGHWAY 12, 0.4 MI (0.6 KM) WEST OF
 DM5746'OLD CRYSTAL BAY ROAD BRIDGE OVER HIGHWAY, 1.0 FT (0.3 M) EAST OF
 DM5746'EXPANSION JOINT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5745 ***********************************************************************
 DM5745  DESIGNATION -  2713 AL
 DM5745  PID         -  DM5745
 DM5745  STATE/COUNTY-  MN/HENNEPIN
 DM5745  COUNTRY     -  US
 DM5745  USGS QUAD   -  EXCELSIOR (1997)
 DM5745
 DM5745                         *CURRENT SURVEY CONTROL
 DM5745  ______________________________________________________________________
 DM5745* NAD 83(1986) POSITION- 44 59 19.80   (N) 093 36 42.50   (W)   HD_HELD1  
 DM5745* NAVD 88 ORTHO HEIGHT -   303.988  (meters)     997.33  (feet) ADJUSTED  
 DM5745  ______________________________________________________________________
 DM5745  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM5745  DYNAMIC HEIGHT  -        303.974 (meters)      997.29  (feet) COMP
 DM5745  MODELED GRAVITY -    980,563.5   (mgal)                       NAVD 88
 DM5745
 DM5745  VERT ORDER      -  SECOND    CLASS I
 DM5745
 DM5745.The horizontal coordinates were established by differentially corrected
 DM5745.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5745.
 DM5745.The orthometric height was determined by differential leveling and
 DM5745.adjusted in January 2012.
 DM5745
 DM5745.The dynamic height is computed by dividing the NAVD 88
 DM5745.geopotential number by the normal gravity value computed on the
 DM5745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5745.degrees latitude (g = 980.6199 gals.).
 DM5745
 DM5745.The modeled gravity was interpolated from observed gravity values.
 DM5745
 DM5745;                    North         East    Units  Estimated Accuracy
 DM5745;SPC MN S     -   321,058.5     830,612.5     MT  (+/- 3 meters HH1 GPS) 
 DM5745
 DM5745                          SUPERSEDED SURVEY CONTROL
 DM5745
 DM5745.No superseded survey control is available for this station.
 DM5745
 DM5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5177081891(NAD 83)
 DM5745
 DM5745_MARKER: DD = SURVEY DISK
 DM5745_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5745_SP_SET: BRIDGE WALKWAY
 DM5745_STAMPING: 2713 AL 2008
 DM5745_MARK LOGO: MNDT  
 DM5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5745+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5745
 DM5745  HISTORY     - Date     Condition        Report By
 DM5745  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5745
 DM5745                          STATION DESCRIPTION
 DM5745
 DM5745'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5745'THE MARK IS 1.0 MI (1.6 KM) WEST OF LONG LAKE (IN ORONO TOWNHIP), IN
 DM5745'RAILING IN SOUTHWEST CORNER OF TRUNK HIGHWAY 12 BRIDGE NUMBER 27296
 DM5745'OVER WETLAND.
 DM5745' 
 DM5745'0.3 MI SOUTHEAST ON TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 DM5745'HIGHWAY 12 AND COUNTY ROAD 6 IN ORONO TOWNSHIP, AT TRUNK HIGHWAY 12
 DM5745'MILE POINT 149.05.
 DM5745' 
 DM5745'IT IS 25 FT (7.6 M) SOUTH OF NEW TRUNK HIGHWAY 12, 1.0 FT (0.3 M) WEST
 DM5745'OF EXPANSION JOINT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5747 ***********************************************************************
 DM5747  DESIGNATION -  2713 AM
 DM5747  PID         -  DM5747
 DM5747  STATE/COUNTY-  MN/HENNEPIN
 DM5747  COUNTRY     -  US
 DM5747  USGS QUAD   -  EXCELSIOR (1997)
 DM5747
 DM5747                         *CURRENT SURVEY CONTROL
 DM5747  ______________________________________________________________________
 DM5747* NAD 83(1986) POSITION- 44 59 30.00   (N) 093 37 06.10   (W)   HD_HELD1  
 DM5747* NAVD 88 ORTHO HEIGHT -   310.840  (meters)    1019.81  (feet) ADJUSTED  
 DM5747  ______________________________________________________________________
 DM5747  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DM5747  DYNAMIC HEIGHT  -        310.825 (meters)     1019.77  (feet) COMP
 DM5747  MODELED GRAVITY -    980,559.8   (mgal)                       NAVD 88
 DM5747
 DM5747  VERT ORDER      -  SECOND    CLASS I
 DM5747
 DM5747.The horizontal coordinates were established by differentially corrected
 DM5747.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5747.
 DM5747.The orthometric height was determined by differential leveling and
 DM5747.adjusted in January 2012.
 DM5747
 DM5747.The dynamic height is computed by dividing the NAVD 88
 DM5747.geopotential number by the normal gravity value computed on the
 DM5747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5747.degrees latitude (g = 980.6199 gals.).
 DM5747
 DM5747.The modeled gravity was interpolated from observed gravity values.
 DM5747
 DM5747;                    North         East    Units  Estimated Accuracy
 DM5747;SPC MN S     -   321,371.0     830,094.0     MT  (+/- 3 meters HH1 GPS) 
 DM5747
 DM5747                          SUPERSEDED SURVEY CONTROL
 DM5747
 DM5747.No superseded survey control is available for this station.
 DM5747
 DM5747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5125682210(NAD 83)
 DM5747
 DM5747_MARKER: DD = SURVEY DISK
 DM5747_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5747_SP_SET: BRIDGE WALKWAY
 DM5747_STAMPING: 2713 AM 2008
 DM5747_MARK LOGO: MNDT  
 DM5747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5747+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5747
 DM5747  HISTORY     - Date     Condition        Report By
 DM5747  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5747
 DM5747                          STATION DESCRIPTION
 DM5747
 DM5747'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5747'THE MARK IS 1.5 MI (2.4 KM) WEST OF LONG LAKE, IN RAILING AT SOUTHEAST
 DM5747'CORNER OF COUNTY ROAD 6 BRIDGE NUMBER 27919 OVER TRUNK HIGHWAY 12 AND
 DM5747'RAILROAD.
 DM5747' 
 DM5747'1.5 MI WEST ALONG TRUNK HIGHWAY 912 FROM THE JUNCTION OF OLD CRYSTAL
 DM5747'BAY ROAD AND TRUNK HIGHWAY 912 IN LONG LAKE TO COUNTY ROAD 6 EXIT,
 DM5747'THEN 0.1 MI (0.2 KM) SOUTHWEST ON COUNTY ROAD 6.
 DM5747' 
 DM5747'IT IS 25 FT (7.6 M) SOUTHEAST OF EASTBOUND COUNTY ROAD 6, 100 FT (30.5
 DM5747'M) SOUTHWEST OF RAMP TO TRUNK HIGHWAY 12, 12 FT (3.7 M) NORTHEAST OF
 DM5747'PILLAR AT SOUTH CORNER OF BRIDGE, 1.5 FT (0.5 M) SOUTHWEST OF
 DM5747'EXPANSION JOINT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5744 ***********************************************************************
 DM5744  DESIGNATION -  2713 AN
 DM5744  PID         -  DM5744
 DM5744  STATE/COUNTY-  MN/HENNEPIN
 DM5744  COUNTRY     -  US
 DM5744  USGS QUAD   -  EXCELSIOR (1997)
 DM5744
 DM5744                         *CURRENT SURVEY CONTROL
 DM5744  ______________________________________________________________________
 DM5744* NAD 83(1986) POSITION- 44 58 33.20   (N) 093 32 31.10   (W)   HD_HELD1  
 DM5744* NAVD 88 ORTHO HEIGHT -   300.290  (meters)     985.20  (feet) ADJUSTED  
 DM5744  ______________________________________________________________________
 DM5744  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DM5744  DYNAMIC HEIGHT  -        300.284 (meters)      985.18  (feet) COMP
 DM5744  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DM5744
 DM5744  VERT ORDER      -  SECOND    CLASS I
 DM5744
 DM5744.The horizontal coordinates were established by differentially corrected
 DM5744.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5744.
 DM5744.The orthometric height was determined by differential leveling and
 DM5744.adjusted in January 2012.
 DM5744
 DM5744.The dynamic height is computed by dividing the NAVD 88
 DM5744.geopotential number by the normal gravity value computed on the
 DM5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5744.degrees latitude (g = 980.6199 gals.).
 DM5744
 DM5744.The modeled gravity was interpolated from observed gravity values.
 DM5744
 DM5744;                    North         East    Units  Estimated Accuracy
 DM5744;SPC MN S     -   319,648.6     836,127.4     MT  (+/- 3 meters HH1 GPS) 
 DM5744
 DM5744                          SUPERSEDED SURVEY CONTROL
 DM5744
 DM5744.No superseded survey control is available for this station.
 DM5744
 DM5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5726680414(NAD 83)
 DM5744
 DM5744_MARKER: DD = SURVEY DISK
 DM5744_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5744_SP_SET: BRIDGE WALKWAY
 DM5744_STAMPING: 2713 AN 2008
 DM5744_MARK LOGO: MNDT  
 DM5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5744+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5744
 DM5744  HISTORY     - Date     Condition        Report By
 DM5744  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5744
 DM5744                          STATION DESCRIPTION
 DM5744
 DM5744'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5744'THE MARK IS IN LONG LAKE, IN BRIDGE IN NORTHWEST CORNER OF TRUNK
 DM5744'HIGHWAY 12 BRIDGE NUMBER 27279 OVER TRUNK HIGHWAY 12, AT THE JUNCTION
 DM5744'OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 912 IN LONG LAKE, AT TRUNK
 DM5744'HIGHWAY 12 MILE POINT 152.95.
 DM5744' 
 DM5744'IT IS 16.4 FT (5.0 M) WEST OF RAMP TO TRUNK HIGHWAY 12 EAST FROM TRUNK
 DM5744'HIGHWAY 912 OVER TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5743 ***********************************************************************
 DM5743  DESIGNATION -  2713 AP
 DM5743  PID         -  DM5743
 DM5743  STATE/COUNTY-  MN/HENNEPIN
 DM5743  COUNTRY     -  US
 DM5743  USGS QUAD   -  EXCELSIOR (1997)
 DM5743
 DM5743                         *CURRENT SURVEY CONTROL
 DM5743  ______________________________________________________________________
 DM5743* NAD 83(1986) POSITION- 44 58 32.10   (N) 093 32 28.10   (W)   HD_HELD1  
 DM5743* NAVD 88 ORTHO HEIGHT -   301.234  (meters)     988.30  (feet) ADJUSTED  
 DM5743  ______________________________________________________________________
 DM5743  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DM5743  DYNAMIC HEIGHT  -        301.228 (meters)      988.28  (feet) COMP
 DM5743  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 DM5743
 DM5743  VERT ORDER      -  SECOND    CLASS I
 DM5743
 DM5743.The horizontal coordinates were established by differentially corrected
 DM5743.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5743.
 DM5743.The orthometric height was determined by differential leveling and
 DM5743.adjusted in January 2012.
 DM5743
 DM5743.The dynamic height is computed by dividing the NAVD 88
 DM5743.geopotential number by the normal gravity value computed on the
 DM5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5743.degrees latitude (g = 980.6199 gals.).
 DM5743
 DM5743.The modeled gravity was interpolated from observed gravity values.
 DM5743
 DM5743;                    North         East    Units  Estimated Accuracy
 DM5743;SPC MN S     -   319,615.0     836,193.3     MT  (+/- 3 meters HH1 GPS) 
 DM5743
 DM5743                          SUPERSEDED SURVEY CONTROL
 DM5743
 DM5743.No superseded survey control is available for this station.
 DM5743
 DM5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5733180380(NAD 83)
 DM5743
 DM5743_MARKER: DD = SURVEY DISK
 DM5743_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5743_SP_SET: BRIDGE WALKWAY
 DM5743_STAMPING: 2713 AP 2008
 DM5743_MARK LOGO: MNDT  
 DM5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5743+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5743
 DM5743  HISTORY     - Date     Condition        Report By
 DM5743  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5743
 DM5743                          STATION DESCRIPTION
 DM5743
 DM5743'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5743'THE MARK IS IN LONG LAKE, IN RAIL IN SOUTHWEST CORNER OF TRUNK HIGHWAY
 DM5743'912 BRIDGE NUMBER 27279 OVER TRUNK HIGHWAY 12, AT THE JUNCTION OF
 DM5743'TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 912 IN LONG LAKE, AT TRUNK HIGHWAY
 DM5743'12 MILE POINT 152.95.
 DM5743' 
 DM5743'IT IS 15.7 FT (4.8 M) SOUTHWEST OF RAMP TO TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5748 ***********************************************************************
 DM5748  DESIGNATION -  2713 AQ
 DM5748  PID         -  DM5748
 DM5748  STATE/COUNTY-  MN/HENNEPIN
 DM5748  COUNTRY     -  US
 DM5748  USGS QUAD   -  EXCELSIOR (1997)
 DM5748
 DM5748                         *CURRENT SURVEY CONTROL
 DM5748  ______________________________________________________________________
 DM5748* NAD 83(1986) POSITION- 44 59 35.00   (N) 093 37 11.20   (W)   HD_HELD1  
 DM5748* NAVD 88 ORTHO HEIGHT -   305.514  (meters)    1002.34  (feet) ADJUSTED  
 DM5748  ______________________________________________________________________
 DM5748  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DM5748  DYNAMIC HEIGHT  -        305.499 (meters)     1002.29  (feet) COMP
 DM5748  MODELED GRAVITY -    980,558.7   (mgal)                       NAVD 88
 DM5748
 DM5748  VERT ORDER      -  SECOND    CLASS I
 DM5748
 DM5748.The horizontal coordinates were established by differentially corrected
 DM5748.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5748.
 DM5748.The orthometric height was determined by differential leveling and
 DM5748.adjusted in January 2012.
 DM5748
 DM5748.The dynamic height is computed by dividing the NAVD 88
 DM5748.geopotential number by the normal gravity value computed on the
 DM5748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5748.degrees latitude (g = 980.6199 gals.).
 DM5748
 DM5748.The modeled gravity was interpolated from observed gravity values.
 DM5748
 DM5748;                    North         East    Units  Estimated Accuracy
 DM5748;SPC MN S     -   321,524.8     829,981.6     MT  (+/- 3 meters HH1 GPS) 
 DM5748
 DM5748                          SUPERSEDED SURVEY CONTROL
 DM5748
 DM5748.No superseded survey control is available for this station.
 DM5748
 DM5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5114682365(NAD 83)
 DM5748
 DM5748_MARKER: DD = SURVEY DISK
 DM5748_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5748_SP_SET: BRIDGE WALKWAY
 DM5748_STAMPING: 2713 AQ 2008
 DM5748_MARK LOGO: MNDT  
 DM5748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5748+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 DM5748
 DM5748  HISTORY     - Date     Condition        Report By
 DM5748  HISTORY     - 20080401 MONUMENTED       MNDT
 DM5748
 DM5748                          STATION DESCRIPTION
 DM5748
 DM5748'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5748'THE MARK IS 1.55 MI (2.5 KM) WEST OF LONG LAKE, IN RAIL IN SOUTHWEST
 DM5748'CORNER OF TRUNK HIGHWAY 12 RAMP TO COUNTY ROAD 6 BRIDGE NUMBER 27204.
 DM5748' 
 DM5748'1.55 MI (43771.4 KM) WEST ALONG TRUNK HIGHWAY 912 FROM THE JUNCTION OF
 DM5748'TRUNK HIGHWAY 912 AND OLD CRYSTAL BAY ROAD IN LONG LAKE, AT TRUNK
 DM5748'HIGHWAY 12 MILE POINT 148.65.
 DM5748' 
 DM5748'IT IS 12.0 FT (3.7 M) SOUTH OF OFF RAMP TO COUNTY ROAD 6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2311 ***********************************************************************
 DJ2311  DESIGNATION -  2713 B
 DJ2311  PID         -  DJ2311
 DJ2311  STATE/COUNTY-  MN/HENNEPIN
 DJ2311  COUNTRY     -  US
 DJ2311  USGS QUAD   -  EXCELSIOR (1997)
 DJ2311
 DJ2311                         *CURRENT SURVEY CONTROL
 DJ2311  ______________________________________________________________________
 DJ2311* NAD 83(1986) POSITION- 44 58 32.     (N) 093 30 45.     (W)   SCALED    
 DJ2311* NAVD 88 ORTHO HEIGHT -   290.752  (meters)     953.91  (feet) ADJUSTED  
 DJ2311  ______________________________________________________________________
 DJ2311  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DJ2311  DYNAMIC HEIGHT  -        290.747 (meters)      953.89  (feet) COMP
 DJ2311  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 DJ2311
 DJ2311  VERT ORDER      -  SECOND    CLASS I
 DJ2311
 DJ2311.The horizontal coordinates were scaled from a topographic map and have
 DJ2311.an estimated accuracy of +/- 6 seconds.
 DJ2311.
 DJ2311.The orthometric height was determined by differential leveling and
 DJ2311.adjusted in May 2010.
 DJ2311
 DJ2311.Photographs are available for this station.
 DJ2311
 DJ2311.The dynamic height is computed by dividing the NAVD 88
 DJ2311.geopotential number by the normal gravity value computed on the
 DJ2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2311.degrees latitude (g = 980.6199 gals.).
 DJ2311
 DJ2311.The modeled gravity was interpolated from observed gravity values.
 DJ2311
 DJ2311;                    North         East    Units  Estimated Accuracy
 DJ2311;SPC MN S     -   319,630.      838,450.      MT  (+/- 180 meters Scaled)
 DJ2311
 DJ2311                          SUPERSEDED SURVEY CONTROL
 DJ2311
 DJ2311.No superseded survey control is available for this station.
 DJ2311
 DJ2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK595803(NAD 83)
 DJ2311
 DJ2311_MARKER: DB = BENCH MARK DISK
 DJ2311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2311_SP_SET: BRIDGE WALKWAY
 DJ2311_STAMPING: 2713 B 1974
 DJ2311_MARK LOGO: MNHD  
 DJ2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2311+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DJ2311
 DJ2311  HISTORY     - Date     Condition        Report By
 DJ2311  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2311  HISTORY     - 1986     GOOD             MNDT
 DJ2311  HISTORY     - 19930505 GOOD             MNDT
 DJ2311  HISTORY     - 20080514 GOOD             MNDT
 DJ2311
 DJ2311                          STATION DESCRIPTION
 DJ2311
 DJ2311'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2311'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 2.6 MILES WEST ALONG TRUNK
 DJ2311'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSATE HIGHWAY 494, AT THE SOUTH
 DJ2311'END OF PEDESTRIAN BRIDGE NUMBER 27135 OVER HIGHWAY 12 AND IN THE NW
 DJ2311'1/4 OF SECTION 6, T117N, R22W.  THE MARK IS 100 FEET SOUTH OF THE
 DJ2311'CENTERLINE OF THE EASTBOUND LANE OF HIGHWAY 12 AT ENGINEERS STATION
 DJ2311'798+60 AND MILEPOINT 154.3. THE MARK, A STANDARD MNHD BENCH MARK DISK
 DJ2311'STAMPED---2713 B 1974---, IS SET IN THE FIRST LANDING AT THE SOUTH END
 DJ2311'OF THE BRIDGE.
 DJ2311
 DJ2311                          STATION RECOVERY (1993)
 DJ2311
 DJ2311'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2311'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2311
 DJ2311                          STATION RECOVERY (2008)
 DJ2311
 DJ2311'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 DJ2311'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) NORTH-NORTHEAST OF
 DJ2311'EXCELSIOR, 4.6 MI (7.4 KM) SOUTH OF HAMEL AND 4.3 MI (6.9 KM)
 DJ2311'NORTHWEST OF HOPKINS.
 DJ2311' 
 DJ2311'TO REACH TO THE MARK FROM WAYZATA, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 DJ2311'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE
 DJ2311'HIGHWAY 494, 100 FT (30.5 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 12, AT
 DJ2311'TRUNK HIGHWAY 12 MILE POINT 154.3, IN FIRST LANDING AT SOUTH END OF
 DJ2311'PEDESTRIAN BRIDGE 27135 OVER TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2312 ***********************************************************************
 DJ2312  DESIGNATION -  2713 C
 DJ2312  PID         -  DJ2312
 DJ2312  STATE/COUNTY-  MN/HENNEPIN
 DJ2312  COUNTRY     -  US
 DJ2312  USGS QUAD   -  EXCELSIOR (1997)
 DJ2312
 DJ2312                         *CURRENT SURVEY CONTROL
 DJ2312  ______________________________________________________________________
 DJ2312* NAD 83(1986) POSITION- 44 58 39.71   (N) 093 31 20.83   (W)   HD_HELD1  
 DJ2312* NAVD 88 ORTHO HEIGHT -   303.405  (meters)     995.42  (feet) ADJUSTED  
 DJ2312  ______________________________________________________________________
 DJ2312  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DJ2312  DYNAMIC HEIGHT  -        303.400 (meters)      995.40  (feet) COMP
 DJ2312  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 DJ2312
 DJ2312  VERT ORDER      -  SECOND    CLASS I
 DJ2312
 DJ2312.The horizontal coordinates were established by differentially corrected
 DJ2312.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2312.
 DJ2312.The orthometric height was determined by differential leveling and
 DJ2312.adjusted in May 2010.
 DJ2312
 DJ2312.Photographs are available for this station.
 DJ2312
 DJ2312.The dynamic height is computed by dividing the NAVD 88
 DJ2312.geopotential number by the normal gravity value computed on the
 DJ2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2312.degrees latitude (g = 980.6199 gals.).
 DJ2312
 DJ2312.The modeled gravity was interpolated from observed gravity values.
 DJ2312
 DJ2312;                    North         East    Units  Estimated Accuracy
 DJ2312;SPC MN S     -   319,858.4     837,665.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2312
 DJ2312                          SUPERSEDED SURVEY CONTROL
 DJ2312
 DJ2312.No superseded survey control is available for this station.
 DJ2312
 DJ2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5880680605(NAD 83)
 DJ2312
 DJ2312_MARKER: DB = BENCH MARK DISK
 DJ2312_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2312_SP_SET: BRIDGE ABUTMENT
 DJ2312_STAMPING: 2713 C 1974
 DJ2312_MARK LOGO: MNDT  
 DJ2312_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2312+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DJ2312
 DJ2312  HISTORY     - Date     Condition        Report By
 DJ2312  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2312  HISTORY     - 1986     GOOD             MNDT
 DJ2312  HISTORY     - 19940303 GOOD             MNDT
 DJ2312  HISTORY     - 20090617 GOOD             MNDT
 DJ2312
 DJ2312                          STATION DESCRIPTION
 DJ2312
 DJ2312'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2312'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 3.1 MILES WEST ALONG TRUNK
 DJ2312'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT MILEPOINT
 DJ2312'153.8, AT BRIDGE NUMBER 27131 (FERNDALE AVENUE OVER TRUNK HIGHWAY 12)
 DJ2312'AND IN THE NW 1/4 OF SECTION 6, T117N, R22W.  THE MARK, A STANDARD
 DJ2312'MNHD BENCH MARK DISK STAMPED---2713 C 1974---, IS SET IN THE SOUTHEAST
 DJ2312'CORNER OF THE BRIDGE ABUTMENT.
 DJ2312
 DJ2312                          STATION RECOVERY (1994)
 DJ2312
 DJ2312'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2312'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2312
 DJ2312                          STATION RECOVERY (2009)
 DJ2312
 DJ2312'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DJ2312'THE MARK IS IN WAYZATA, IN SOUTHEAST CORNER OF FERNDALE AVENUE BRIDGE
 DJ2312'NUMBER 27131 OVER TRUNK HIGHWAY 12.
 DJ2312' 
 DJ2312'3.1 MI (19.8 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF
 DJ2312'TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILE
 DJ2312'POINT 153.8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2313 ***********************************************************************
 DJ2313  DESIGNATION -  2713 D
 DJ2313  PID         -  DJ2313
 DJ2313  STATE/COUNTY-  MN/HENNEPIN
 DJ2313  COUNTRY     -  US
 DJ2313  USGS QUAD   -  EXCELSIOR (1997)
 DJ2313
 DJ2313                         *CURRENT SURVEY CONTROL
 DJ2313  ______________________________________________________________________
 DJ2313* NAD 83(1986) POSITION- 44 58 34.93   (N) 093 31 35.17   (W)   HD_HELD1  
 DJ2313* NAVD 88 ORTHO HEIGHT -   302.038  (meters)     990.94  (feet) ADJUSTED  
 DJ2313  ______________________________________________________________________
 DJ2313  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DJ2313  DYNAMIC HEIGHT  -        302.032 (meters)      990.92  (feet) COMP
 DJ2313  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DJ2313
 DJ2313  VERT ORDER      -  SECOND    CLASS I
 DJ2313
 DJ2313.The horizontal coordinates were established by differentially corrected
 DJ2313.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2313.
 DJ2313.The orthometric height was determined by differential leveling and
 DJ2313.adjusted in January 2012.
 DJ2313
 DJ2313.Photographs are available for this station.
 DJ2313
 DJ2313.The dynamic height is computed by dividing the NAVD 88
 DJ2313.geopotential number by the normal gravity value computed on the
 DJ2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2313.degrees latitude (g = 980.6199 gals.).
 DJ2313
 DJ2313.The modeled gravity was interpolated from observed gravity values.
 DJ2313
 DJ2313;                    North         East    Units  Estimated Accuracy
 DJ2313;SPC MN S     -   319,709.0     837,352.5     MT  (+/- 3 meters HH1 GPS) 
 DJ2313
 DJ2313                          SUPERSEDED SURVEY CONTROL
 DJ2313
 DJ2313  NAVD 88 (05/05/10)  302.029  (m)          990.91   (f) SUPERSEDED  2 1
 DJ2313
 DJ2313.Superseded values are not recommended for survey control.
 DJ2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2313.See file dsdata.txt to determine how the superseded data were derived.
 DJ2313
 DJ2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5849180460(NAD 83)
 DJ2313
 DJ2313_MARKER: DB = BENCH MARK DISK
 DJ2313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2313_SP_SET: BRIDGE ABUTMENT
 DJ2313_STAMPING: 2713 D 1974
 DJ2313_MARK LOGO: MNDT  
 DJ2313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2313+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2313
 DJ2313  HISTORY     - Date     Condition        Report By
 DJ2313  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2313  HISTORY     - 1986     GOOD             MNDT
 DJ2313  HISTORY     - 19940228 GOOD             MNDT
 DJ2313  HISTORY     - 20080624 GOOD             MNDT
 DJ2313
 DJ2313                          STATION DESCRIPTION
 DJ2313
 DJ2313'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2313'THE MARK IS LOCATED IN THE CITY OF WAYZATA, NEAR THE WAYZATA COUNTRY
 DJ2313'CLUB, 3.4 MILES WEST ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH
 DJ2313'INTERSTATE HIGHWAY 494, AT MILEPOINT 153.5, AT BRIDGE NUMBER 27130
 DJ2313'(OLD TRUNK HIGHWAY 12 OVER NEW TRUNK HIGHWAY 12) AND IN THE NE 1/4 OF
 DJ2313'SECTION 1, T117N, R23W.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 DJ2313'STAMPED---2713 D 1974---, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE
 DJ2313'ABUTMENT.
 DJ2313
 DJ2313                          STATION RECOVERY (1994)
 DJ2313
 DJ2313'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2313'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2313
 DJ2313                          STATION RECOVERY (2008)
 DJ2313
 DJ2313'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2313'THE MARK IS IN WAYZATA, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 912
 DJ2313'BRIDGE (WAYZATA BOULEVARD) NUMBER 27130 OVER TRUNK HIGHWAY 12, 3.4
 DJ2313'MILES WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 DJ2313'12 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILEPOINT 153.5,
 DJ2313'NEAR WAYZATA COUNTRY CLUB.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2314 ***********************************************************************
 DJ2314  DESIGNATION -  2713 E
 DJ2314  PID         -  DJ2314
 DJ2314  STATE/COUNTY-  MN/HENNEPIN
 DJ2314  COUNTRY     -  US
 DJ2314  USGS QUAD   -  EXCELSIOR (1997)
 DJ2314
 DJ2314                         *CURRENT SURVEY CONTROL
 DJ2314  ______________________________________________________________________
 DJ2314* NAD 83(1986) POSITION- 44 58 28.38   (N) 093 31 49.63   (W)   HD_HELD1  
 DJ2314* NAVD 88 ORTHO HEIGHT -   298.942  (meters)     980.78  (feet) ADJUSTED  
 DJ2314  ______________________________________________________________________
 DJ2314  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DJ2314  DYNAMIC HEIGHT  -        298.936 (meters)      980.76  (feet) COMP
 DJ2314  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DJ2314
 DJ2314  VERT ORDER      -  SECOND    CLASS I
 DJ2314
 DJ2314.The horizontal coordinates were established by differentially corrected
 DJ2314.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2314.
 DJ2314.The orthometric height was determined by differential leveling and
 DJ2314.adjusted in May 2010.
 DJ2314
 DJ2314.Photographs are available for this station.
 DJ2314
 DJ2314.The dynamic height is computed by dividing the NAVD 88
 DJ2314.geopotential number by the normal gravity value computed on the
 DJ2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2314.degrees latitude (g = 980.6199 gals.).
 DJ2314
 DJ2314.The modeled gravity was interpolated from observed gravity values.
 DJ2314
 DJ2314;                    North         East    Units  Estimated Accuracy
 DJ2314;SPC MN S     -   319,505.0     837,036.9     MT  (+/- 3 meters HH1 GPS) 
 DJ2314
 DJ2314                          SUPERSEDED SURVEY CONTROL
 DJ2314
 DJ2314.No superseded survey control is available for this station.
 DJ2314
 DJ2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5817380260(NAD 83)
 DJ2314
 DJ2314_MARKER: DB = BENCH MARK DISK
 DJ2314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2314_SP_SET: BRIDGE ABUTMENT
 DJ2314_STAMPING: 2713 E 1974
 DJ2314_MARK LOGO: MNDT  
 DJ2314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2314+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2314
 DJ2314  HISTORY     - Date     Condition        Report By
 DJ2314  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2314  HISTORY     - 1986     GOOD             MNDT
 DJ2314  HISTORY     - 19930505 GOOD             MNDT
 DJ2314  HISTORY     - 20080624 GOOD             MNDT
 DJ2314
 DJ2314                          STATION DESCRIPTION
 DJ2314
 DJ2314'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2314'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 3.6 MILES WEST ALONG TRUNK
 DJ2314'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT MILEPOINT
 DJ2314'153.3, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27129 (SOUTHBOUND
 DJ2314'COUNTY ROAD 15 OVER TRUNK HIGHWAY 12) AND IN THE NE 1/4 OF SECTION 1,
 DJ2314'T117N, R23W.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713
 DJ2314'E 1974---, IS SET IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT.
 DJ2314
 DJ2314                          STATION RECOVERY (1993)
 DJ2314
 DJ2314'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2314'MARK RECOVERED AS FORMERLY DESCRIBED.  NOTE THE -E- IN THE STAMPING IS
 DJ2314'STAMPED BACKWARDS.
 DJ2314
 DJ2314                          STATION RECOVERY (2008)
 DJ2314
 DJ2314'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2314'THE MARK IS IN WAYZATA, IN SOUTHEAST CORNER OF SOUTHBOUND COUNTY ROAD
 DJ2314'15 BRIDGE NUMBER 27129 OVER TRUNK HIGHWAY 12, 3.6 MILES WEST ALONG
 DJ2314'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE
 DJ2314'HIGHWAY 494, AT TRUNK HIGHWAY 12 MILEPOINT 153.3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6320 ***********************************************************************
 DK6320  DESIGNATION -  2713 F
 DK6320  PID         -  DK6320
 DK6320  STATE/COUNTY-  MN/HENNEPIN
 DK6320  COUNTRY     -  US
 DK6320  USGS QUAD   -  EXCELSIOR (1997)
 DK6320
 DK6320                         *CURRENT SURVEY CONTROL
 DK6320  ______________________________________________________________________
 DK6320* NAD 83(1986) POSITION- 44 58 15.78   (N) 093 31 56.64   (W)   HD_HELD1  
 DK6320* NAVD 88 ORTHO HEIGHT -   298.653  (meters)     979.83  (feet) ADJUSTED  
 DK6320  ______________________________________________________________________
 DK6320  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DK6320  DYNAMIC HEIGHT  -        298.648 (meters)      979.81  (feet) COMP
 DK6320  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 DK6320
 DK6320  VERT ORDER      -  SECOND    CLASS I
 DK6320
 DK6320.The horizontal coordinates were established by differentially corrected
 DK6320.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6320.
 DK6320.The orthometric height was determined by differential leveling and
 DK6320.adjusted in January 2012.
 DK6320
 DK6320.No vertical observational check was made to the station.
 DK6320
 DK6320.Photographs are available for this station.
 DK6320
 DK6320.The dynamic height is computed by dividing the NAVD 88
 DK6320.geopotential number by the normal gravity value computed on the
 DK6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6320.degrees latitude (g = 980.6199 gals.).
 DK6320
 DK6320.The modeled gravity was interpolated from observed gravity values.
 DK6320
 DK6320;                    North         East    Units  Estimated Accuracy
 DK6320;SPC MN S     -   319,115.2     836,885.5     MT  (+/- 3 meters HH1 GPS) 
 DK6320
 DK6320                          SUPERSEDED SURVEY CONTROL
 DK6320
 DK6320  NAVD 88 (05/05/10)  298.643  (m)          979.80   (f) SUPERSEDED  2 1
 DK6320
 DK6320.Superseded values are not recommended for survey control.
 DK6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6320.See file dsdata.txt to determine how the superseded data were derived.
 DK6320
 DK6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5801779872(NAD 83)
 DK6320
 DK6320_MARKER: DB = BENCH MARK DISK
 DK6320_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6320_SP_SET: BRIDGE ABUTMENT
 DK6320_STAMPING: 2713 F 1974
 DK6320_MARK LOGO: MNDT  
 DK6320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6320+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DK6320
 DK6320  HISTORY     - Date     Condition        Report By
 DK6320  HISTORY     - 19740401 MONUMENTED       MNHD
 DK6320  HISTORY     - 19940228 GOOD             MNDT
 DK6320  HISTORY     - 20080624 GOOD             MNDT
 DK6320
 DK6320                          STATION DESCRIPTION
 DK6320
 DK6320'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 DK6320'MARK RECOVERED AS FORMERLY DESCRIBED.
 DK6320
 DK6320                          STATION RECOVERY (2008)
 DK6320
 DK6320'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK6320'THE MARK IS IN WAYZATA, IN SOUTHWEST CORNER OF COUNTY ROAD 15 BRIDGE
 DK6320'27565 OVER RAILROAD, 3.4 MILES WEST ALONG TRUNK HIGHWAY 12 FROM THE
 DK6320'JUNCTION OF TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 494, THEN 0.3 MILE
 DK6320'SOUTH ON COUNTY ROAD 15.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2315 ***********************************************************************
 DJ2315  DESIGNATION -  2713 G
 DJ2315  PID         -  DJ2315
 DJ2315  STATE/COUNTY-  MN/HENNEPIN
 DJ2315  COUNTRY     -  US
 DJ2315  USGS QUAD   -  EXCELSIOR (1997)
 DJ2315
 DJ2315                         *CURRENT SURVEY CONTROL
 DJ2315  ______________________________________________________________________
 DJ2315* NAD 83(1986) POSITION- 44 58 28.81   (N) 093 32 22.67   (W)   HD_HELD1  
 DJ2315* NAVD 88 ORTHO HEIGHT -   292.614  (meters)     960.02  (feet) ADJUSTED  
 DJ2315  ______________________________________________________________________
 DJ2315  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DJ2315  DYNAMIC HEIGHT  -        292.608 (meters)      960.00  (feet) COMP
 DJ2315  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DJ2315
 DJ2315  VERT ORDER      -  SECOND    CLASS I
 DJ2315
 DJ2315.The horizontal coordinates were established by differentially corrected
 DJ2315.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2315.
 DJ2315.The orthometric height was determined by differential leveling and
 DJ2315.adjusted in May 2010.
 DJ2315
 DJ2315.The dynamic height is computed by dividing the NAVD 88
 DJ2315.geopotential number by the normal gravity value computed on the
 DJ2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2315.degrees latitude (g = 980.6199 gals.).
 DJ2315
 DJ2315.The modeled gravity was interpolated from observed gravity values.
 DJ2315
 DJ2315;                    North         East    Units  Estimated Accuracy
 DJ2315;SPC MN S     -   319,514.1     836,312.9     MT  (+/- 3 meters HH1 GPS) 
 DJ2315
 DJ2315                          SUPERSEDED SURVEY CONTROL
 DJ2315
 DJ2315.No superseded survey control is available for this station.
 DJ2315
 DJ2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5745080278(NAD 83)
 DJ2315
 DJ2315_MARKER: DB = BENCH MARK DISK
 DJ2315_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DJ2315_STAMPING: 2713 G 1974
 DJ2315_MARK LOGO: MNHD  
 DJ2315_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ2315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2315+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2315
 DJ2315  HISTORY     - Date     Condition        Report By
 DJ2315  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2315  HISTORY     - 1986     GOOD             MNDT
 DJ2315  HISTORY     - 19940228 GOOD             MNDT
 DJ2315  HISTORY     - 20080624 MARK NOT FOUND   MNDT
 DJ2315
 DJ2315                          STATION DESCRIPTION
 DJ2315
 DJ2315'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2315'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 4.1 MILES WEST ALONG TRUNK
 DJ2315'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IN THE NW
 DJ2315'1/4 OF SECTION 1, T117N, R23W.  THE MARK IS 86 FEET SOUTH OF AND ABOUT
 DJ2315'3 FEET LOWER THAN THE CENTERLINE OF EASTBOUND TRUNK HIGHWAY 12 AT
 DJ2315'ENGINEERS STATION 723+60 AND MILEPOINT 152.8, 43 FEET NORTH OF THE
 DJ2315'NORTH RAIL OF THE BURLINGTON NORTHERN RAILROAD, 2 FEET NORTH OF A
 DJ2315'CHAIN LINK FENCE AND BEHIND THE WAYZATA COUNTRY CLUB TRAP AND SKEET
 DJ2315'RANGE.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713 G
 DJ2315'1974---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST.
 DJ2315
 DJ2315                          STATION RECOVERY (1994)
 DJ2315
 DJ2315'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2315'THE MARK IS LOCATED ABOUT 5.2 MI (8.3 KM) NORTHWEST OF HOPKINS, 5.1 MI
 DJ2315'(8.2 KM) NORTH-NORTHEAST OF EXCELSIOR AND 4.6 MI (7.4 KM) SOUTH OF
 DJ2315'HAMEL IN THE TOWN OF WAYZATA, 4.1 MI (6.6 KM) WEST ALONG FAI 394 FROM
 DJ2315'THE JUNCTION OF FAI 394 AND FAI 494 TO TRUNK HIGHWAY 12 MILEPOST
 DJ2315'153.0, 86 FT (26.2 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 12, 43 FT
 DJ2315'(13.1 M) NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 2 FT (0.6 M)
 DJ2315'NORTH OF A FENCE, AND 1.0 FT (0.3 M) EAST OF A STEEL POST.  RECOVERED
 DJ2315'BY AND
 DJ2315
 DJ2315                          STATION RECOVERY (2008)
 DJ2315
 DJ2315'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2315'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2316 ***********************************************************************
 DJ2316  DESIGNATION -  2713 J
 DJ2316  PID         -  DJ2316
 DJ2316  STATE/COUNTY-  MN/HENNEPIN
 DJ2316  COUNTRY     -  US
 DJ2316  USGS QUAD   -  EXCELSIOR (1997)
 DJ2316
 DJ2316                         *CURRENT SURVEY CONTROL
 DJ2316  ______________________________________________________________________
 DJ2316* NAD 83(1986) POSITION- 44 59 04.60   (N) 093 33 36.87   (W)   HD_HELD1  
 DJ2316* NAVD 88 ORTHO HEIGHT -   289.500  (meters)     949.80  (feet) ADJUSTED  
 DJ2316  ______________________________________________________________________
 DJ2316  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DJ2316  DYNAMIC HEIGHT  -        289.493 (meters)      949.78  (feet) COMP
 DJ2316  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 DJ2316
 DJ2316  VERT ORDER      -  SECOND    CLASS I
 DJ2316
 DJ2316.The horizontal coordinates were established by differentially corrected
 DJ2316.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2316.
 DJ2316.The orthometric height was determined by differential leveling and
 DJ2316.adjusted in May 2010.
 DJ2316
 DJ2316.Photographs are available for this station.
 DJ2316
 DJ2316.The dynamic height is computed by dividing the NAVD 88
 DJ2316.geopotential number by the normal gravity value computed on the
 DJ2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2316.degrees latitude (g = 980.6199 gals.).
 DJ2316
 DJ2316.The modeled gravity was interpolated from observed gravity values.
 DJ2316
 DJ2316;                    North         East    Units  Estimated Accuracy
 DJ2316;SPC MN S     -   320,609.9     834,681.2     MT  (+/- 3 meters HH1 GPS) 
 DJ2316
 DJ2316                          SUPERSEDED SURVEY CONTROL
 DJ2316
 DJ2316.No superseded survey control is available for this station.
 DJ2316
 DJ2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5583281393(NAD 83)
 DJ2316
 DJ2316_MARKER: DB = BENCH MARK DISK
 DJ2316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2316_SP_SET: BOX CULVERT HEADWALL
 DJ2316_STAMPING: 2713 J 1974
 DJ2316_MARK LOGO: MNDT  
 DJ2316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2316+STABILITY: SURFACE MOTION
 DJ2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2316+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 DJ2316
 DJ2316  HISTORY     - Date     Condition        Report By
 DJ2316  HISTORY     - 19740401 MONUMENTED       MNHD
 DJ2316  HISTORY     - 1986     GOOD             MNDT
 DJ2316  HISTORY     - 19940228 GOOD             MNDT
 DJ2316  HISTORY     - 20080624 GOOD             MNDT
 DJ2316
 DJ2316                          STATION DESCRIPTION
 DJ2316
 DJ2316'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2316'THE MARK IS LOCATED IN THE CITY OF LONG LAKE, 1.1 MILES EAST ALONG
 DJ2316'TRUNK HIGHWAY 12 FROM THE POST OFFICE IN LONG LAKE AND IN THE SW 1/4
 DJ2316'OF SECTION 35, T118N, R23W.  THE MARK IS 28 FEET SOUTH OF AND ABOUT 4
 DJ2316'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 151.7. THE
 DJ2316'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2713 J 1974---, IS SET
 DJ2316'IN THE SOUTHEAST CORNER OF A CONCRETE BOX CULVERT UNDER HIGHWAY 12.
 DJ2316
 DJ2316                          STATION RECOVERY (1994)
 DJ2316
 DJ2316'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2316'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2316
 DJ2316                          STATION RECOVERY (2008)
 DJ2316
 DJ2316'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2316'THE MARK IS IN LONG LAKE, 1.2 MI (1.9 KM) NORTHWEST AND WEST ALONG
 DJ2316'TRUNK HIGHWAY 912 FROM THE JUNCTION OF TRUNK HIGHWAY 912 AND TRUNK
 DJ2316'HIGHWAY 12 IN WAYZATA, IN SOUTHWEST CORNER OF TRUNK HIGHWAY 12 BOX
 DJ2316'CULVERT, AT TRUNK HIGHWAY 12 MILE POINT 151.7.
 DJ2316' 
 DJ2316'IT IS 28.0 FT (8.5 M) SOUTH OF TRUNK HIGHWAY 12, IN THE SOUTHEAST
 DJ2316'CORNER OF CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3491 ***********************************************************************
 AE3491  DESIGNATION -  2713 K
 AE3491  PID         -  AE3491
 AE3491  STATE/COUNTY-  MN/HENNEPIN
 AE3491  COUNTRY     -  US
 AE3491  USGS QUAD   -  DELANO (1981)
 AE3491
 AE3491                         *CURRENT SURVEY CONTROL
 AE3491  ______________________________________________________________________
 AE3491* NAD 83(1986) POSITION- 45 02 09.09   (N) 093 45 27.02   (W)   HD_HELD1  
 AE3491* NAVD 88 ORTHO HEIGHT -   299.771  (meters)     983.50  (feet) ADJUSTED  
 AE3491  ______________________________________________________________________
 AE3491  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 AE3491  DYNAMIC HEIGHT  -        299.747 (meters)      983.42  (feet) COMP
 AE3491  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 AE3491
 AE3491  VERT ORDER      -  SECOND    CLASS I
 AE3491
 AE3491.The horizontal coordinates were established by differentially corrected
 AE3491.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3491.
 AE3491.The orthometric height was determined by differential leveling and
 AE3491.adjusted in December 1997.
 AE3491
 AE3491.Photographs are available for this station.
 AE3491
 AE3491.The dynamic height is computed by dividing the NAVD 88
 AE3491.geopotential number by the normal gravity value computed on the
 AE3491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3491.degrees latitude (g = 980.6199 gals.).
 AE3491
 AE3491.The modeled gravity was interpolated from observed gravity values.
 AE3491
 AE3491;                    North         East    Units  Estimated Accuracy
 AE3491;SPC MN S     -   326,240.0     819,107.3     MT  (+/- 3 meters HH1 GPS) 
 AE3491
 AE3491                          SUPERSEDED SURVEY CONTROL
 AE3491
 AE3491.No superseded survey control is available for this station.
 AE3491
 AE3491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4033487212(NAD 83)
 AE3491
 AE3491_MARKER: DV = VERTICAL CONTROL DISK
 AE3491_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3491_STAMPING: 2713 K 1980
 AE3491_MARK LOGO: MNDT  
 AE3491_PROJECTION: FLUSH
 AE3491_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3491+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3491
 AE3491  HISTORY     - Date     Condition        Report By
 AE3491  HISTORY     - 1980     MONUMENTED       MNDT
 AE3491  HISTORY     - 20061112 GOOD             USPSQD
 AE3491  HISTORY     - 20070808 GOOD             MNDT
 AE3491
 AE3491                          STATION DESCRIPTION
 AE3491
 AE3491'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3491'THE MARK IS LOCATED ABOUT ONE MILE EAST OF THE CITY OF DELANO, IN THE
 AE3491'NW 1/4 OF SECTION 18, T118N, R24W, 1.5 MILES EAST ALONG TRUNK HIGHWAY
 AE3491'12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW RIVER IN DELANO,
 AE3491'57 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 AE3491'HIGHWAY 12 AT MILEPOINT 140.95, 42 FEET EAST OF THE EXTENDED
 AE3491'CENTERLINE OF NELSON ROAD (TO THE SOUTH), AND 0.7 FOOT EAST OF A STEEL
 AE3491'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE3491'DISK STAMPED---2713 K 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT
 AE3491'LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET
 AE3491'IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE, AND IS FLUSH WITH
 AE3491'THE GROUND.
 AE3491
 AE3491                          STATION RECOVERY (2006)
 AE3491
 AE3491'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3491'RECOVERED IN GOOD CONDITION.
 AE3491
 AE3491                          STATION RECOVERY (2007)
 AE3491
 AE3491'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3491'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF WATERTOWN, 3.8
 AE3491'MI (6.1 KM) SOUTH-SOUTHWEST OF ROCKFORD AND 1.6 MI (2.6 KM)
 AE3491'EAST-SOUTHEAST OF DELANO.
 AE3491' 
 AE3491'TO REACH TO THE MARK GO 1 MI (1.6 KM) EAST OF DELANO, 1.5 MI (2.4 KM)
 AE3491'EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK HIGHWAY 12
 AE3491'MILE POINT 140.95, 57 FT (17.4 M) NORTH OF TRUNK HIGHWAY 12, 42 FT
 AE3491'(12.8 M) EAST OF NELSON ROAD, 0.7 FT (0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3492 ***********************************************************************
 AE3492  DESIGNATION -  2713 L
 AE3492  PID         -  AE3492
 AE3492  STATE/COUNTY-  MN/HENNEPIN
 AE3492  COUNTRY     -  US
 AE3492  USGS QUAD   -  ROCKFORD (1993)
 AE3492
 AE3492                         *CURRENT SURVEY CONTROL
 AE3492  ______________________________________________________________________
 AE3492* NAD 83(1986) POSITION- 45 02 08.42   (N) 093 44 48.89   (W)   HD_HELD1  
 AE3492* NAVD 88 ORTHO HEIGHT -   301.120  (meters)     987.92  (feet) ADJUSTED  
 AE3492  ______________________________________________________________________
 AE3492  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 AE3492  DYNAMIC HEIGHT  -        301.096 (meters)      987.85  (feet) COMP
 AE3492  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 AE3492
 AE3492  VERT ORDER      -  SECOND    CLASS I
 AE3492
 AE3492.The horizontal coordinates were established by differentially corrected
 AE3492.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3492.
 AE3492.The orthometric height was determined by differential leveling and
 AE3492.adjusted in December 1997.
 AE3492
 AE3492.Photographs are available for this station.
 AE3492
 AE3492.The dynamic height is computed by dividing the NAVD 88
 AE3492.geopotential number by the normal gravity value computed on the
 AE3492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3492.degrees latitude (g = 980.6199 gals.).
 AE3492
 AE3492.The modeled gravity was interpolated from observed gravity values.
 AE3492
 AE3492;                    North         East    Units  Estimated Accuracy
 AE3492;SPC MN S     -   326,221.8     819,941.9     MT  (+/- 3 meters HH1 GPS) 
 AE3492
 AE3492                          SUPERSEDED SURVEY CONTROL
 AE3492
 AE3492.No superseded survey control is available for this station.
 AE3492
 AE3492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4116887184(NAD 83)
 AE3492
 AE3492_MARKER: DV = VERTICAL CONTROL DISK
 AE3492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3492_STAMPING: 2713 L 1980
 AE3492_MARK LOGO: MNDT  
 AE3492_PROJECTION: FLUSH
 AE3492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3492+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3492
 AE3492  HISTORY     - Date     Condition        Report By
 AE3492  HISTORY     - 1980     MONUMENTED       MNDT
 AE3492  HISTORY     - 20061112 GOOD             USPSQD
 AE3492  HISTORY     - 20070808 GOOD             MNDT
 AE3492
 AE3492                          STATION DESCRIPTION
 AE3492
 AE3492'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3492'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE CITY OF DELANO, IN
 AE3492'THE NW 1/4 OF SECTION 17, T118N, R24W, 2.0 MILES EAST ALONG TRUNK
 AE3492'HIGHWAY 12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW RIVER IN
 AE3492'DELANO, 69 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE
 AE3492'HIGHWAY 12 AT HIGHWAY MILEPOINT 141.45, 35 FEET SOUTHWEST OF THE
 AE3492'CENTERLINE OF A GRAVEL ROAD (HITSMAN LANE), 175 FEET EAST OF A T-ROAD
 AE3492'TO THE SOUTH (COPELAND ROAD), 9 FEET SOUTH-SOUTHEAST OF A POWER POLE,
 AE3492'AND 0.6 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3492'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 L 1980---, IS FASTENED
 AE3492'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A
 AE3492'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3492'HOLE.
 AE3492
 AE3492                          STATION RECOVERY (2006)
 AE3492
 AE3492'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3492'RECOVERED IN GOOD CONDITION.
 AE3492
 AE3492                          STATION RECOVERY (2007)
 AE3492
 AE3492'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3492'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF WATERTOWN, 3.7
 AE3492'MI (6.0 KM) SOUTH OF ROCKFORD AND 2.1 MI (3.4 KM) EAST-SOUTHEAST OF
 AE3492'DELANO.
 AE3492' 
 AE3492'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) EAST OF DELANO, 2.0 MI (3.2
 AE3492'KM) EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK HIGHWAY
 AE3492'12 MILE POINT 141.45, 69 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 12, 35 FT
 AE3492'(10.7 M) SOUTHWEST OF GRAVEL ROAD (MITSMAN LANE), 175 FT (53.3 M) EAST
 AE3492'OF TEE ROAD SOUTH (COPELAND ROAD), 9 FT (2.7 M) SOUTH-SOUTHEAST OF
 AE3492'POWER POLE, 0.6 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3493 ***********************************************************************
 AE3493  DESIGNATION -  2713 M
 AE3493  PID         -  AE3493
 AE3493  STATE/COUNTY-  MN/HENNEPIN
 AE3493  COUNTRY     -  US
 AE3493  USGS QUAD   -  ROCKFORD (1993)
 AE3493
 AE3493                         *CURRENT SURVEY CONTROL
 AE3493  ______________________________________________________________________
 AE3493* NAD 83(1986) POSITION- 45 02 03.40   (N) 093 44 15.72   (W)   HD_HELD1  
 AE3493* NAVD 88 ORTHO HEIGHT -   294.629  (meters)     966.63  (feet) ADJUSTED  
 AE3493  ______________________________________________________________________
 AE3493  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AE3493  DYNAMIC HEIGHT  -        294.606 (meters)      966.55  (feet) COMP
 AE3493  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 AE3493
 AE3493  VERT ORDER      -  SECOND    CLASS I
 AE3493
 AE3493.The horizontal coordinates were established by differentially corrected
 AE3493.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3493.
 AE3493.The orthometric height was determined by differential leveling and
 AE3493.adjusted in December 1997.
 AE3493
 AE3493.Photographs are available for this station.
 AE3493
 AE3493.The dynamic height is computed by dividing the NAVD 88
 AE3493.geopotential number by the normal gravity value computed on the
 AE3493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3493.degrees latitude (g = 980.6199 gals.).
 AE3493
 AE3493.The modeled gravity was interpolated from observed gravity values.
 AE3493
 AE3493;                    North         East    Units  Estimated Accuracy
 AE3493;SPC MN S     -   326,069.2     820,668.4     MT  (+/- 3 meters HH1 GPS) 
 AE3493
 AE3493                          SUPERSEDED SURVEY CONTROL
 AE3493
 AE3493.No superseded survey control is available for this station.
 AE3493
 AE3493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4189287022(NAD 83)
 AE3493
 AE3493_MARKER: DV = VERTICAL CONTROL DISK
 AE3493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3493_STAMPING: 2713 M 1980
 AE3493_MARK LOGO: MNDT  
 AE3493_PROJECTION: FLUSH
 AE3493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE3493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3493+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3493
 AE3493  HISTORY     - Date     Condition        Report By
 AE3493  HISTORY     - 1980     MONUMENTED       MNDT
 AE3493  HISTORY     - 20061112 GOOD             USPSQD
 AE3493  HISTORY     - 20070808 GOOD             MNDT
 AE3493
 AE3493                          STATION DESCRIPTION
 AE3493
 AE3493'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3493'THE MARK IS LOCATED ABOUT 2 MILES EAST OF THE CITY OF DELANO, IN THE
 AE3493'NW 1/4 OF SECTION 17, T118N, R24W, 2.5 MILES EAST ALONG TRUNK HIGHWAY
 AE3493'12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW RIVER IN DELANO,
 AE3493'62 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN THE CENTERLINE OF
 AE3493'HIGHWAY 12 AT MILEPOINT 141.90, 175 FEET NORTHWEST OF THE EXTENDED
 AE3493'CENTERLINE OF HITSMAN LANE, 50 FEET SOUTH OF THE RAILROAD TRACKS, 77
 AE3493'FEET EAST-NORTHEAST OF A TELEGRAPH POLE, 59 FEET NORTHWEST OF A
 AE3493'TELEGRAPH POLE, AND 1.0 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE
 AE3493'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2713 M
 AE3493'1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL
 AE3493'(MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE
 AE3493'IN A 6 INCH DIAMETER HOLE.
 AE3493
 AE3493                          STATION RECOVERY (2006)
 AE3493
 AE3493'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3493'RECOVERED IN GOOD CONDITION.
 AE3493
 AE3493                          STATION RECOVERY (2007)
 AE3493
 AE3493'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3493'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHEAST OF WATERTOWN, 3.7
 AE3493'MI (6.0 KM) SOUTH OF ROCKFORD AND 2.6 MI (4.2 KM) EAST-SOUTHEAST OF
 AE3493'DELANO.
 AE3493' 
 AE3493'TO REACH TO THE MARK GO 2 MI (3.2 KM) EAST OF DELANO, 2.5 MI (4.0 KM)
 AE3493'EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK HIGHWAY 12
 AE3493'MILE POINT 141.90, 62 FT (18.9 M) NORTH OF TRUNK HIGHWAY 12, 175 FT
 AE3493'(53.3 M) NORTHWEST OF HITSMAN LANE, 50 FT (15.2 M) SOUTH OF RAILROAD
 AE3493'TRACKS, 77 FT (23.5 M) EAST-NORTHEAST OF TELEPHONE POLE, 59 FT (18.0
 AE3493'M) NORTHWEST OF TELEPHONE POLE, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS
 AE3493'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3494 ***********************************************************************
 AE3494  DESIGNATION -  2713 N
 AE3494  PID         -  AE3494
 AE3494  STATE/COUNTY-  MN/HENNEPIN
 AE3494  COUNTRY     -  US
 AE3494  USGS QUAD   -  ROCKFORD (1993)
 AE3494
 AE3494                         *CURRENT SURVEY CONTROL
 AE3494  ______________________________________________________________________
 AE3494* NAD 83(1986) POSITION- 45 01 50.88   (N) 093 43 41.45   (W)   HD_HELD1  
 AE3494* NAVD 88 ORTHO HEIGHT -   294.129  (meters)     964.99  (feet) ADJUSTED  
 AE3494  ______________________________________________________________________
 AE3494  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AE3494  DYNAMIC HEIGHT  -        294.106 (meters)      964.91  (feet) COMP
 AE3494  MODELED GRAVITY -    980,531.5   (mgal)                       NAVD 88
 AE3494
 AE3494  VERT ORDER      -  SECOND    CLASS I
 AE3494
 AE3494.The horizontal coordinates were established by differentially corrected
 AE3494.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3494.
 AE3494.The orthometric height was determined by differential leveling and
 AE3494.adjusted in December 1997.
 AE3494
 AE3494.Photographs are available for this station.
 AE3494
 AE3494.The dynamic height is computed by dividing the NAVD 88
 AE3494.geopotential number by the normal gravity value computed on the
 AE3494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3494.degrees latitude (g = 980.6199 gals.).
 AE3494
 AE3494.The modeled gravity was interpolated from observed gravity values.
 AE3494
 AE3494;                    North         East    Units  Estimated Accuracy
 AE3494;SPC MN S     -   325,685.1     821,419.8     MT  (+/- 3 meters HH1 GPS) 
 AE3494
 AE3494                          SUPERSEDED SURVEY CONTROL
 AE3494
 AE3494.No superseded survey control is available for this station.
 AE3494
 AE3494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4263886629(NAD 83)
 AE3494
 AE3494_MARKER: DV = VERTICAL CONTROL DISK
 AE3494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3494_STAMPING: 2713 N 1980
 AE3494_MARK LOGO: MNDT  
 AE3494_PROJECTION: FLUSH
 AE3494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3494+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3494
 AE3494  HISTORY     - Date     Condition        Report By
 AE3494  HISTORY     - 1980     MONUMENTED       MNDT
 AE3494  HISTORY     - 20070808 GOOD             MNDT
 AE3494
 AE3494                          STATION DESCRIPTION
 AE3494
 AE3494'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3494'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST-SOUTHEAST OF THE CITY OF
 AE3494'DELANO, IN THE NE 1/4 OF SECTION 17, T118N, R24W, 3.0 MILES EAST ALONG
 AE3494'TRUNK HIGHWAY 12 FROM ITS CROSSING OVER THE SOUTH FORK OF THE CROW
 AE3494'RIVER IN DELANO, 65 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12
 AE3494'MILEPOINT 142.40, 62 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE
 AE3494'RAILROAD TRACKS, 200 FEET WEST OF THE EXTENDED CENTERLINE OF COUNTY
 AE3494'ROAD 92, 34 FEET NORTHWEST OF A TWIN TELEGRAPH POLE, AND 0.7 FOOT
 AE3494'SOUTH OF A STEEL WITNESS POST.  THE MARK A STANDARD MNDT VERTICAL
 AE3494'CONTROL MONUMENT DISK STAMPED---2713 N 1980---, IS FASTENED TO THE TOP
 AE3494'OF AN 8 FOOT LONG COPPER-CLAD (MAGNETIC) ROD (WITH CROSS BAR) THAT IS
 AE3494'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3494
 AE3494                          STATION RECOVERY (2007)
 AE3494
 AE3494'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3494'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF MOUND,
 AE3494'4.0 MI (6.4 KM) SOUTH OF ROCKFORD AND 3.1 MI (5.0 KM) EAST-SOUTHEAST
 AE3494'OF DELANO.
 AE3494' 
 AE3494'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) EAST-SOUTHEAST OF DELANO, 3.0
 AE3494'MI (4.8 KM) EAST OF TRUNK HIGHWAY 12 BRIDGE OVER CROW RIVER, AT TRUNK
 AE3494'HIGHWAY 12 MILE POINT 142.4, 65 FT (19.8 M) NORTH OF TRUNK HIGHWAY 12,
 AE3494'62 FT (18.9 M) SOUTH OF RAILROAD TRACKS, 200 FT (61.0 M) WEST OF
 AE3494'COUNTY ROAD 92, 34 FT (10.4 M) NORTHWEST OF TWIN TELEPHONE POLE, 0.7
 AE3494'FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3495 ***********************************************************************
 AE3495  DESIGNATION -  2713 P
 AE3495  PID         -  AE3495
 AE3495  STATE/COUNTY-  MN/HENNEPIN
 AE3495  COUNTRY     -  US
 AE3495  USGS QUAD   -  ROCKFORD (1993)
 AE3495
 AE3495                         *CURRENT SURVEY CONTROL
 AE3495  ______________________________________________________________________
 AE3495* NAD 83(2007) POSITION- 45 01 21.71974(N) 093 42 25.91002(W)   ADJUSTED  
 AE3495* NAD 83(2007) ELLIP HT-   268.995 (meters)        (07/22/09)   ADJUSTED
 AE3495* NAD 83(2007) EPOCH   -  2002.00
 AE3495* NAVD 88 ORTHO HEIGHT -   296.458  (meters)     972.63  (feet) ADJUSTED  
 AE3495  ______________________________________________________________________
 AE3495  NAD 83(2007) X  -   -291,993.794 (meters)                     COMP
 AE3495  NAD 83(2007) Y  - -4,506,547.144 (meters)                     COMP
 AE3495  NAD 83(2007) Z  -  4,489,322.149 (meters)                     COMP
 AE3495  LAPLACE CORR    -          2.76  (seconds)                    DEFLEC09
 AE3495  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 AE3495  DYNAMIC HEIGHT  -        296.436 (meters)      972.56  (feet) COMP
 AE3495  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 AE3495
 AE3495  HORZ ORDER      -  FIRST
 AE3495  VERT ORDER      -  SECOND    CLASS I
 AE3495  ELLP ORDER      -  FIFTH     CLASS I
 AE3495
 AE3495.The horizontal coordinates were established by GPS observations
 AE3495.and adjusted by the National Geodetic Survey in July 2009.
 AE3495
 AE3495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE3495.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE3495
 AE3495.The horizontal coordinates are valid at the epoch date displayed above
 AE3495.which is a decimal equivalence of Year/Month/Day.
 AE3495
 AE3495.The orthometric height was determined by differential leveling and
 AE3495.adjusted in December 1997.
 AE3495
 AE3495.Photographs are available for this station.
 AE3495
 AE3495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3495
 AE3495.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE3495
 AE3495.The ellipsoidal height was determined by GPS observations
 AE3495.and is referenced to NAD 83.
 AE3495
 AE3495.The dynamic height is computed by dividing the NAVD 88
 AE3495.geopotential number by the normal gravity value computed on the
 AE3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3495.degrees latitude (g = 980.6199 gals.).
 AE3495
 AE3495.The modeled gravity was interpolated from observed gravity values.
 AE3495
 AE3495. The following values were computed from the NAD 83(2007) position.
 AE3495
 AE3495;                    North         East     Units Scale Factor Converg.
 AE3495;SPC MN S     -   324,790.697   823,076.560   MT  0.99996340   +0 12 18.8
 AE3495;SPC MN S     - 1,065,584.15  2,700,377.01   sFT  0.99996340   +0 12 18.8
 AE3495;UTM  15      - 4,985,715.320   444,284.053   MT  0.99963817   -0 30 01.0
 AE3495
 AE3495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3495!SPC MN S     -   0.99995783  x   0.99996340  =   0.99992123
 AE3495!UTM  15      -   0.99995783  x   0.99963817  =   0.99959601
 AE3495
 AE3495                          SUPERSEDED SURVEY CONTROL
 AE3495
 AE3495  NAD 83(1996)-  45 01 21.71949(N)    093 42 25.90965(W) AD(       ) 1
 AE3495  ELLIP H (09/06/06)  269.041  (m)                       GP(       ) 5 1
 AE3495  NAVD 88 (09/06/06)  296.46   (m)          972.6    (f) LEVELING    3  
 AE3495
 AE3495.Superseded values are not recommended for survey control.
 AE3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3495.See file dsdata.txt to determine how the superseded data were derived.
 AE3495
 AE3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4428485715(NAD 83)
 AE3495
 AE3495_MARKER: DV = VERTICAL CONTROL DISK
 AE3495_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE3495+WITH SETTING: INFORMATION.
 AE3495_STAMPING: 2713 P 1980
 AE3495_MARK LOGO: MNDT  
 AE3495_PROJECTION: RECESSED 8 CENTIMETERS
 AE3495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3495+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3495_ROD/PIPE-DEPTH:  2.4 meters
 AE3495
 AE3495  HISTORY     - Date     Condition        Report By
 AE3495  HISTORY     - 1980     MONUMENTED       MNDT
 AE3495  HISTORY     - 19901031 GOOD             MNDT
 AE3495  HISTORY     - 20021016 GOOD             USPSQD
 AE3495  HISTORY     - 20060711 GOOD             MNDT
 AE3495  HISTORY     - 20070808 GOOD             MNDT
 AE3495
 AE3495                          STATION DESCRIPTION
 AE3495
 AE3495'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3495'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF THE CITY OF MAPLE
 AE3495'PLAIN, IN THE SE 1/4 OF SECTION 16, T118N, R24W, 2.8 MILES NORTHWEST
 AE3495'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD
 AE3495'STREET) IN MAPLE PLAIN, 57 FEET NORTHEAST OF THE RAILROAD TRACK, 43
 AE3495'FEET SOUTHEAST OF THE CENTERLINE OF VALLEY ROAD, 38 FEET NORTHWEST OF
 AE3495'A TELEGRAPH POLE WITH TWO GUY WIRES, AND 0.4 FOOT SOUTHWEST OF A STEEL
 AE3495'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE3495'DISK STAMPED---2713 P 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT
 AE3495'LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET
 AE3495'IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3495
 AE3495                          STATION RECOVERY (1990)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (MRX)
 AE3495'THE MARK IS LOCATED 1.75 MILES NORTHWEST OF MAPLE PLAIN, 2.8 MILES
 AE3495'NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD
 AE3495'STREET), AT TRUNK HIGHWAY 12 MILE POINT 143.75.  THE MARK IS 57 FEET
 AE3495'SOUTH OF RAILROAD TRACKS, 43 FEET SOUTHEAST OF VALLEY ROAD, 38 FEET
 AE3495'NORTHWEST OF TELEPHONE POLE, 0.4 FOOT SOUTHWEST OF WITNESS POST.
 AE3495
 AE3495                          STATION RECOVERY (2002)
 AE3495
 AE3495'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3495'MARK IN PVC PIPE
 AE3495
 AE3495                          STATION RECOVERY (2006)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 AE3495'THE MARK IS LOCATED 1.75 MILES NORTHWEST OF MAPLE PLAIN, 2.8 MILES
 AE3495'NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 19 (BUDD
 AE3495'STREET), AT TRUNK HIGHWAY 12 MILEPOINT 143.75.  THE MARK IS 57 FEET
 AE3495'SOUTH OF RAILROAD TRACKS, 43 FEET SOUTHEAST OF VALLEY ROAD, 38 FEET
 AE3495'NORTHWEST OF TELEPHONE POLE, 0.4 FOOT SOUTHWEST OF WITNESS POST.
 AE3495
 AE3495                          STATION RECOVERY (2007)
 AE3495
 AE3495'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3495'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF MOUND,
 AE3495'4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF ROCKFORD AND 4.2 MI (6.8 KM)
 AE3495'EAST-SOUTHEAST OF DELANO.
 AE3495' 
 AE3495'TO REACH TO THE MARK GO 1.75 MI (2.8 KM) NORTHWEST OF MAPLE PLAIN, 2.8
 AE3495'MI (4.5 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY
 AE3495'ROAD 19 (BUDD STREET), AT TRUNK HIGHWAY 12 MILE POINT 143.75.  THE
 AE3495'MARK IS 57 FT (17.4 M) SOUTH OF RAILROAD TRACKS, 43 FT (13.1 M)
 AE3495'SOUTHEAST OF VALLEY ROAD, 38 FT (11.6 M) NORTHWEST OF TELEPHONE POLE,
 AE3495'0.4 FT (0.1 M) SOUTHWEST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3496 ***********************************************************************
 AE3496  DESIGNATION -  2713 Q
 AE3496  PID         -  AE3496
 AE3496  STATE/COUNTY-  MN/HENNEPIN
 AE3496  COUNTRY     -  US
 AE3496  USGS QUAD   -  ROCKFORD (1993)
 AE3496
 AE3496                         *CURRENT SURVEY CONTROL
 AE3496  ______________________________________________________________________
 AE3496* NAD 83(1986) POSITION- 45 01 01.89   (N) 093 42 00.67   (W)   HD_HELD1  
 AE3496* NAVD 88 ORTHO HEIGHT -   295.447  (meters)     969.31  (feet) ADJUSTED  
 AE3496  ______________________________________________________________________
 AE3496  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 AE3496  DYNAMIC HEIGHT  -        295.426 (meters)      969.24  (feet) COMP
 AE3496  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 AE3496
 AE3496  VERT ORDER      -  SECOND    CLASS I
 AE3496
 AE3496.The horizontal coordinates were established by differentially corrected
 AE3496.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3496.
 AE3496.The orthometric height was determined by differential leveling and
 AE3496.adjusted in December 1997.
 AE3496
 AE3496.Photographs are available for this station.
 AE3496
 AE3496.The dynamic height is computed by dividing the NAVD 88
 AE3496.geopotential number by the normal gravity value computed on the
 AE3496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3496.degrees latitude (g = 980.6199 gals.).
 AE3496
 AE3496.The modeled gravity was interpolated from observed gravity values.
 AE3496
 AE3496;                    North         East    Units  Estimated Accuracy
 AE3496;SPC MN S     -   324,180.6     823,631.4     MT  (+/- 3 meters HH1 GPS) 
 AE3496
 AE3496                          SUPERSEDED SURVEY CONTROL
 AE3496
 AE3496.No superseded survey control is available for this station.
 AE3496
 AE3496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4483185098(NAD 83)
 AE3496
 AE3496_MARKER: DV = VERTICAL CONTROL DISK
 AE3496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3496_STAMPING: 2713 Q 1980
 AE3496_MARK LOGO: MNDT  
 AE3496_PROJECTION: RECESSED 10 CENTIMETERS
 AE3496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3496+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3496
 AE3496  HISTORY     - Date     Condition        Report By
 AE3496  HISTORY     - 1980     MONUMENTED       MNDT
 AE3496  HISTORY     - 20021016 GOOD             USPSQD
 AE3496  HISTORY     - 20070808 GOOD             MNDT
 AE3496
 AE3496                          STATION DESCRIPTION
 AE3496
 AE3496'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3496'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF THE CITY OF MAPLE
 AE3496'PLAIN, IN THE NW 1/4 OF SECTION 22, T118N, R24W, 2.3 MILES WEST ALONG
 AE3496'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD STREET)
 AE3496'IN MAPLE PLAIN, 41 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 AE3496'OF HIGHWAY 12 AT MILEPOINT 144.15, 47 FEET WEST OF  A TELEPHONE
 AE3496'PEDESTAL (NUMBERED D 22 LP 4), 4 FEET EAST OF A POWER POLE, AND 0.4
 AE3496'FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3496'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 Q 1980---, IS FASTENED
 AE3496'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A
 AE3496'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3496'HOLE, AND IS FLUSH WITH THE GROUND.
 AE3496
 AE3496                          STATION RECOVERY (2002)
 AE3496
 AE3496'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3496'MARK IN PVC PIPE
 AE3496
 AE3496                          STATION RECOVERY (2007)
 AE3496
 AE3496'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3496'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF MOUND,
 AE3496'5.2 MI (8.4 KM) SOUTH-SOUTHEAST OF ROCKFORD AND 4.7 MI (7.6 KM)
 AE3496'EAST-SOUTHEAST OF DELANO.
 AE3496' 
 AE3496'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTHWEST OF MAPLE PLAIN, 2.3
 AE3496'MI (3.7 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD
 AE3496'19 (BUDD STREET), AT TRUNK HIGHWAY 12 MILE POINT 144.20, 41 FT (12.5
 AE3496'M) SOUTH OF TRUNK HIGHWAY 12, 47 FT (14.3 M) WEST OF TELEPHONE
 AE3496'PEDESTAL D 22 LPA, 4 FT (1.2 M) EAST OF POWER POLE, 0.4 FT (0.1 M)
 AE3496'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3497 ***********************************************************************
 AE3497  DESIGNATION -  2713 R
 AE3497  PID         -  AE3497
 AE3497  STATE/COUNTY-  MN/HENNEPIN
 AE3497  COUNTRY     -  US
 AE3497  USGS QUAD   -  ROCKFORD (1993)
 AE3497
 AE3497                         *CURRENT SURVEY CONTROL
 AE3497  ______________________________________________________________________
 AE3497* NAD 83(1986) POSITION- 45 00 48.9    (N) 093 41 28.8    (W)   HD_HELD2  
 AE3497* NAVD 88 ORTHO HEIGHT -   298.626  (meters)     979.74  (feet) ADJUSTED  
 AE3497  ______________________________________________________________________
 AE3497  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AE3497  DYNAMIC HEIGHT  -        298.605 (meters)      979.67  (feet) COMP
 AE3497  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 AE3497
 AE3497  VERT ORDER      -  SECOND    CLASS I
 AE3497
 AE3497.The horizontal coordinates were established by autonomous hand held GPS
 AE3497.observations and have an estimated accuracy of +/- 10 meters.
 AE3497.
 AE3497.The orthometric height was determined by differential leveling and
 AE3497.adjusted in December 1997.
 AE3497
 AE3497.Photographs are available for this station.
 AE3497
 AE3497.The dynamic height is computed by dividing the NAVD 88
 AE3497.geopotential number by the normal gravity value computed on the
 AE3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3497.degrees latitude (g = 980.6199 gals.).
 AE3497
 AE3497.The modeled gravity was interpolated from observed gravity values.
 AE3497
 AE3497;                    North         East    Units  Estimated Accuracy
 AE3497;SPC MN S     -   323,782.      824,331.      MT  (+/- 10 meters HH2 GPS)
 AE3497
 AE3497                          SUPERSEDED SURVEY CONTROL
 AE3497
 AE3497.No superseded survey control is available for this station.
 AE3497
 AE3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4552584691(NAD 83)
 AE3497
 AE3497_MARKER: DV = VERTICAL CONTROL DISK
 AE3497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3497_STAMPING: 2713 R 1980
 AE3497_MARK LOGO: MNDT  
 AE3497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3497
 AE3497  HISTORY     - Date     Condition        Report By
 AE3497  HISTORY     - 1980     MONUMENTED       MNDT
 AE3497  HISTORY     - 20021016 MARK NOT FOUND   USPSQD
 AE3497  HISTORY     - 20070808 MARK NOT FOUND   MNDT
 AE3497
 AE3497                          STATION DESCRIPTION
 AE3497
 AE3497'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3497'THE MARK IS LOCATED ABOUT ONE MILE NORTHWEST OF THE CITY OF MAPLE
 AE3497'PLAIN, IN THE SE 1/4 OF SECTION 22, T118N, R24W, 1.8 MILES NORTHWEST
 AE3497'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD
 AE3497'STREET) IN MAPLE PLAIN, 69 FEET NORTH OF AND ABOUT 5 FEET HIGHER THAN
 AE3497'THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 144.65, 51 FEET SOUTH OF THE
 AE3497'RAILROAD TRACK, 69 FEET NORTHEAST OF A BURIED CABLE ROUTE WARNING
 AE3497'SIGN, 40 FEET EAST OF A TELEGRAPH POLE WITH TWO GUY WIRES, AND 0.4
 AE3497'FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3497'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 R 1980---, IS FASTENED
 AE3497'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A
 AE3497'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3497'HOLE.
 AE3497
 AE3497                          STATION RECOVERY (2002)
 AE3497
 AE3497'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3497'MARK NOT FOUND.
 AE3497
 AE3497                          STATION RECOVERY (2007)
 AE3497
 AE3497'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3497'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3498 ***********************************************************************
 AE3498  DESIGNATION -  2713 S
 AE3498  PID         -  AE3498
 AE3498  STATE/COUNTY-  MN/HENNEPIN
 AE3498  COUNTRY     -  US
 AE3498  USGS QUAD   -  ROCKFORD (1993)
 AE3498
 AE3498                         *CURRENT SURVEY CONTROL
 AE3498  ______________________________________________________________________
 AE3498* NAD 83(1986) POSITION- 45 00 32.85   (N) 093 40 57.12   (W)   HD_HELD1  
 AE3498* NAVD 88 ORTHO HEIGHT -   297.153  (meters)     974.91  (feet) ADJUSTED  
 AE3498  ______________________________________________________________________
 AE3498  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AE3498  DYNAMIC HEIGHT  -        297.132 (meters)      974.84  (feet) COMP
 AE3498  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 AE3498
 AE3498  VERT ORDER      -  SECOND    CLASS I
 AE3498
 AE3498.The horizontal coordinates were established by differentially corrected
 AE3498.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3498.
 AE3498.The orthometric height was determined by differential leveling and
 AE3498.adjusted in December 1997.
 AE3498
 AE3498.Photographs are available for this station.
 AE3498
 AE3498.The dynamic height is computed by dividing the NAVD 88
 AE3498.geopotential number by the normal gravity value computed on the
 AE3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3498.degrees latitude (g = 980.6199 gals.).
 AE3498
 AE3498.The modeled gravity was interpolated from observed gravity values.
 AE3498
 AE3498;                    North         East    Units  Estimated Accuracy
 AE3498;SPC MN S     -   323,289.4     825,026.2     MT  (+/- 3 meters HH1 GPS) 
 AE3498
 AE3498                          SUPERSEDED SURVEY CONTROL
 AE3498
 AE3498.No superseded survey control is available for this station.
 AE3498
 AE3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4621484190(NAD 83)
 AE3498
 AE3498_MARKER: DD = SURVEY DISK
 AE3498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3498_STAMPING: 2713 S 1981
 AE3498_MARK LOGO: MNDT  
 AE3498_PROJECTION: FLUSH
 AE3498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3498+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE3498
 AE3498  HISTORY     - Date     Condition        Report By
 AE3498  HISTORY     - 1981     MONUMENTED       MNDT
 AE3498  HISTORY     - 20021016 GOOD             USPSQD
 AE3498  HISTORY     - 20070808 GOOD             MNDT
 AE3498
 AE3498                          STATION DESCRIPTION
 AE3498
 AE3498'DESCRIBED BY MN DEPT OF TRANSP 1981 (EGS)
 AE3498'THE MARK IS LOCATED ABOUT 1/2 MILE WEST OF THE CITY OF MAPLE PAIN,IN
 AE3498'THE SW 1/4 OF SECTION 23, T118N, R24W, 1.35 MILES NORTHWEST ALONG
 AE3498'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD STREET)
 AE3498'IN MAPLE PLAIN, 0.15 MILE WEST OF A RAILROAD OVERPASS, 59 FEET SOUTH
 AE3498'OF AND AVOUT 3 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 12 AT
 AE3498'MILEPOINT 145.5, 24 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 13
 AE3498'FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 0.4 FOOT NORTH OF A STEEL
 AE3498'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AE3498'DISK STAMPED---2713 S 1981---, IS FASTENED TO THE TOP OF AN 8 FOOT
 AE3498'LONG COPPER-CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET
 AE3498'IN 8 INCHES OF CONCRETE ON A 6 INCH DIAMTER HOLE.
 AE3498
 AE3498                          STATION RECOVERY (2002)
 AE3498
 AE3498'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3498'RECOVERED IN GOOD CONDITION.
 AE3498
 AE3498                          STATION RECOVERY (2007)
 AE3498
 AE3498'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3498'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF ROCKFORD,
 AE3498'5.7 MI (9.2 KM) EAST-SOUTHEAST OF DELANO AND 5.1 MI (8.2 KM) NORTH OF
 AE3498'MOUND.
 AE3498' 
 AE3498'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) WEST OF MAPLE PLAIN, 1.5 MI
 AE3498'(2.4 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD
 AE3498'19 (BUDD STREET), AT TRUNK HIGHWAY 12 MILE POINT 145.2, 0.15 MI (0.2
 AE3498'KM) WEST OF RAILROAD OVERPASS, 59 FT (18.0 M) SOUTH OF TRUNK HIGHWAY
 AE3498'12, 24 FT (7.3 M) EAST OF A FIELD ENTRANCE, 13 FT (4.0 M)
 AE3498'SOUTH-SOUTHEAST OF POWER POLE, 0.4 FT (0.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3499 ***********************************************************************
 AE3499  DESIGNATION -  2713 T
 AE3499  PID         -  AE3499
 AE3499  STATE/COUNTY-  MN/HENNEPIN
 AE3499  COUNTRY     -  US
 AE3499  USGS QUAD   -  ROCKFORD (1993)
 AE3499
 AE3499                         *CURRENT SURVEY CONTROL
 AE3499  ______________________________________________________________________
 AE3499* NAD 83(1986) POSITION- 45 00 29.28   (N) 093 39 57.03   (W)   HD_HELD1  
 AE3499* NAVD 88 ORTHO HEIGHT -   315.010  (meters)    1033.50  (feet) ADJUSTED  
 AE3499  ______________________________________________________________________
 AE3499  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 AE3499  DYNAMIC HEIGHT  -        314.989 (meters)     1033.43  (feet) COMP
 AE3499  MODELED GRAVITY -    980,542.7   (mgal)                       NAVD 88
 AE3499
 AE3499  VERT ORDER      -  SECOND    CLASS I
 AE3499
 AE3499.The horizontal coordinates were established by differentially corrected
 AE3499.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3499.
 AE3499.The orthometric height was determined by differential leveling and
 AE3499.adjusted in December 1997.
 AE3499
 AE3499.Photographs are available for this station.
 AE3499
 AE3499.The dynamic height is computed by dividing the NAVD 88
 AE3499.geopotential number by the normal gravity value computed on the
 AE3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3499.degrees latitude (g = 980.6199 gals.).
 AE3499
 AE3499.The modeled gravity was interpolated from observed gravity values.
 AE3499
 AE3499;                    North         East    Units  Estimated Accuracy
 AE3499;SPC MN S     -   323,184.5     826,342.5     MT  (+/- 3 meters HH1 GPS) 
 AE3499
 AE3499                          SUPERSEDED SURVEY CONTROL
 AE3499
 AE3499.No superseded survey control is available for this station.
 AE3499
 AE3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4752884069(NAD 83)
 AE3499
 AE3499_MARKER: DB = BENCH MARK DISK
 AE3499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3499_SP_SET: BRIDGE ABUTMENT
 AE3499_STAMPING: 2713 T 1981
 AE3499_MARK LOGO: MNDT  
 AE3499_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3499+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 AE3499
 AE3499  HISTORY     - Date     Condition        Report By
 AE3499  HISTORY     - 1981     MONUMENTED       MNDT
 AE3499  HISTORY     - 20021016 GOOD             USPSQD
 AE3499  HISTORY     - 20070807 GOOD             MNDT
 AE3499
 AE3499                          STATION DESCRIPTION
 AE3499
 AE3499'DESCRIBED BY MN DEPT OF TRANSP 1981 (EGS)
 AE3499'THE MARK IS LOCATED IN THE CITY OF MAPLE PLAIN, IN THE SW 1/4 OF
 AE3499'SECTION 24, T118N, R24W, 0.1 MILE SOUTH ALONG COUNTY ROAD 83 FROM ITS
 AE3499'JUNTION WITH TRUNK HIGHWAY 12 (AT MILEPOINT 146.5) IN MAPLE PLAIN, 23
 AE3499'FEET EAST OF AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE OF COUNTY
 AE3499'ROAD 83.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2713 T
 AE3499'1981---, IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER
 AE3499'27558 (COUNTY ROAD 83 OVER THE BURLINGTON NORTHERN RAILWAY).
 AE3499
 AE3499                          STATION RECOVERY (2002)
 AE3499
 AE3499'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3499'RECOVERED IN GOOD CONDITION.
 AE3499
 AE3499                          STATION RECOVERY (2007)
 AE3499
 AE3499'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3499'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF
 AE3499'ROCKFORD, 6.5 MI (10.5 KM) EAST-SOUTHEAST OF DELANO AND 4.9 MI (7.9
 AE3499'KM) NORTH OF MOUND.
 AE3499' 
 AE3499'TO REACH TO THE MARK AT MAPLE PLAIN, GO 0.1 MI (0.2 KM) SOUTH OF THE
 AE3499'JUNCTION OF COUNTY ROAD 83 AND TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 12
 AE3499'MILE POINT 146.05, IN SOUTHEAST CORNER OF COUNTY ROAD 83 BRIDGE 27558
 AE3499'OVER RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3500 ***********************************************************************
 AE3500  DESIGNATION -  2713 U
 AE3500  PID         -  AE3500
 AE3500  STATE/COUNTY-  MN/HENNEPIN
 AE3500  COUNTRY     -  US
 AE3500  USGS QUAD   -  MOUND (1993)
 AE3500
 AE3500                         *CURRENT SURVEY CONTROL
 AE3500  ______________________________________________________________________
 AE3500* NAD 83(1986) POSITION- 44 59 58.99   (N) 093 38 02.86   (W)   HD_HELD1  
 AE3500* NAVD 88 ORTHO HEIGHT -   299.089  (meters)     981.26  (feet) ADJUSTED  
 AE3500  ______________________________________________________________________
 AE3500  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AE3500  DYNAMIC HEIGHT  -        299.072 (meters)      981.21  (feet) COMP
 AE3500  MODELED GRAVITY -    980,551.6   (mgal)                       NAVD 88
 AE3500
 AE3500  VERT ORDER      -  SECOND    CLASS I
 AE3500
 AE3500.The horizontal coordinates were established by differentially corrected
 AE3500.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3500.
 AE3500.The orthometric height was determined by differential leveling and
 AE3500.adjusted in December 1997.
 AE3500
 AE3500.Photographs are available for this station.
 AE3500
 AE3500.The dynamic height is computed by dividing the NAVD 88
 AE3500.geopotential number by the normal gravity value computed on the
 AE3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3500.degrees latitude (g = 980.6199 gals.).
 AE3500
 AE3500.The modeled gravity was interpolated from observed gravity values.
 AE3500
 AE3500;                    North         East    Units  Estimated Accuracy
 AE3500;SPC MN S     -   322,260.2     828,846.8     MT  (+/- 3 meters HH1 GPS) 
 AE3500
 AE3500                          SUPERSEDED SURVEY CONTROL
 AE3500
 AE3500.No superseded survey control is available for this station.
 AE3500
 AE3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5002083114(NAD 83)
 AE3500
 AE3500_MARKER: DV = VERTICAL CONTROL DISK
 AE3500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3500_STAMPING: 2713 U 1980
 AE3500_MARK LOGO: MNDT  
 AE3500_PROJECTION: FLUSH
 AE3500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3500+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AE3500
 AE3500  HISTORY     - Date     Condition        Report By
 AE3500  HISTORY     - 19800401 MONUMENTED       MNDT
 AE3500  HISTORY     - 20021016 GOOD             USPSQD
 AE3500  HISTORY     - 20060408 GOOD             USPSQD
 AE3500  HISTORY     - 20070807 GOOD             MNDT
 AE3500  HISTORY     - 20080623 GOOD             MNDT
 AE3500
 AE3500                          STATION DESCRIPTION
 AE3500
 AE3500'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3500'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTHWEST OF  THE CITY OF MAPLE
 AE3500'PLAIN, IN THE SE 1/4 OF SECTION 30, T118N, R23W, 1.2 MILES EAST ALONG
 AE3500'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 19 (BUDD ST) IN
 AE3500'MAPLE PLAIN, 52 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE
 AE3500'CENTERLINE OF HIGHWAY 12 AT MILEPOINT 147.75, 82 FEET SOUTHWEST OF A
 AE3500'14 INCH BLUE SPRUCE TREE, 65 FEET SOUTHWEST OF A SPRUCE TREE, AND 0.4
 AE3500'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AE3500'VERTICAL CONTROL MONUMENT DISK STAMPED---2713 U 1980---, IS FASTENED
 AE3500'TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A
 AE3500'CROSS BAR THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE3500'HOLE.
 AE3500
 AE3500                          STATION RECOVERY (2002)
 AE3500
 AE3500'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3500'RECOVERED IN GOOD CONDITION.
 AE3500
 AE3500                          STATION RECOVERY (2006)
 AE3500
 AE3500'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3500'RECOVERED IN GOOD CONDITION.
 AE3500
 AE3500                          STATION RECOVERY (2007)
 AE3500
 AE3500'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3500'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 AE3500'EXCELSIOR, 6.0 MI (9.7 KM) WEST-SOUTHWEST OF HAMEL AND 4.6 MI (7.4 KM)
 AE3500'NORTH-NORTHEAST OF MOUND.
 AE3500' 
 AE3500'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) SOUTHWEST OF MAPLE PLAIN, 1.2
 AE3500'MI (1.9 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3500'HIGHWAY 12 AND COUNTY ROAD 19, AT TRUNK HIGHWAY 12 MILE POINT 147.75,
 AE3500'52 FT (15.8 M) NORTH OF TRUNK HIGHWAY 12, 82 FT (25.0 M) SOUTHWEST OF
 AE3500'14 INCH (36 CM) BLUE SPRUCE TREE, 65 FT (19.8 M) SOUTHWEST OF SPRUCE
 AE3500'TREE, 0.4 FT (0.1 M) SOUTH OF A WITNESS POST.
 AE3500
 AE3500                          STATION RECOVERY (2008)
 AE3500
 AE3500'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3500'THE MARK IS 1.2 MI (1.9 KM) SOUTHEAST OF MAPLE PLAIN.
 AE3500' 
 AE3500'1.2 MI EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 AE3500'12 AND COUNTY ROAD 19 IN MAPLE PLAIN, AT TRUNK HIGHWAY 12 MILE POINT
 AE3500'147.75, 52.0 FT (15.8 M) NORTH OF TRUNK HIGHWAY 12.
 AE3500' 
 AE3500'IT IS 82.0 FT (25.0 M) SOUTHWEST OF 14 INCH (36 CM) BLUE SPRUCE TREE,
 AE3500'65.0 FT (19.8 M) SOUTHWEST OF SPRUCE TREE, 0.4 FT (12 CM) SOUTH OF A
 AE3500'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3501 ***********************************************************************
 AE3501  DESIGNATION -  2713 V
 AE3501  PID         -  AE3501
 AE3501  STATE/COUNTY-  MN/HENNEPIN
 AE3501  COUNTRY     -  US
 AE3501  USGS QUAD   -  EXCELSIOR (1997)
 AE3501
 AE3501                         *CURRENT SURVEY CONTROL
 AE3501  ______________________________________________________________________
 AE3501* NAD 83(1986) POSITION- 44 59 44.56   (N) 093 37 25.67   (W)   HD_HELD1  
 AE3501* NAVD 88 ORTHO HEIGHT -   295.388  (meters)     969.12  (feet) ADJUSTED  
 AE3501  ______________________________________________________________________
 AE3501  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AE3501  DYNAMIC HEIGHT  -        295.372 (meters)      969.07  (feet) COMP
 AE3501  MODELED GRAVITY -    980,556.4   (mgal)                       NAVD 88
 AE3501
 AE3501  VERT ORDER      -  SECOND    CLASS I
 AE3501
 AE3501.The horizontal coordinates were established by differentially corrected
 AE3501.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3501.
 AE3501.The orthometric height was determined by differential leveling and
 AE3501.adjusted in December 1997.
 AE3501
 AE3501.Photographs are available for this station.
 AE3501
 AE3501.The dynamic height is computed by dividing the NAVD 88
 AE3501.geopotential number by the normal gravity value computed on the
 AE3501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3501.degrees latitude (g = 980.6199 gals.).
 AE3501
 AE3501.The modeled gravity was interpolated from observed gravity values.
 AE3501
 AE3501;                    North         East    Units  Estimated Accuracy
 AE3501;SPC MN S     -   321,818.4     829,663.3     MT  (+/- 3 meters HH1 GPS) 
 AE3501
 AE3501                          SUPERSEDED SURVEY CONTROL
 AE3501
 AE3501.No superseded survey control is available for this station.
 AE3501
 AE3501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5083182663(NAD 83)
 AE3501
 AE3501_MARKER: DV = VERTICAL CONTROL DISK
 AE3501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3501_STAMPING: 2713 V 1980
 AE3501_MARK LOGO: MNDT  
 AE3501_PROJECTION: FLUSH
 AE3501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3501+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2008
 AE3501
 AE3501  HISTORY     - Date     Condition        Report By
 AE3501  HISTORY     - 19800401 MONUMENTED       MNDT
 AE3501  HISTORY     - 20021016 GOOD             USPSQD
 AE3501  HISTORY     - 20060408 GOOD             USPSQD
 AE3501  HISTORY     - 20070807 GOOD             MNDT
 AE3501  HISTORY     - 20080619 GOOD             MNDT
 AE3501
 AE3501                          STATION DESCRIPTION
 AE3501
 AE3501'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3501'THE MARK IS LOCATED ABOUT 1-1/4 MILES SOUTHEAST OF THE CITY OF MAPLE
 AE3501'PLAIN, IN THE SW 1/4 OF SECTION 29, T118N, R23W, 1.75 MILES SOUTHEAST
 AE3501'ALONG TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 6, 78 FEET
 AE3501'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 12 AT
 AE3501'MILEPOINT 148.35, 39 FEET NORTHEAST OF A POWER POLE, AND 1.4 FEET
 AE3501'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE3501'CONTROL MONUMENT DISK STAMPED---2713 V 1985---, IS FASTENED TO THE TOP
 AE3501'OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A CROSS BAR
 AE3501'THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3501
 AE3501                          STATION RECOVERY (2002)
 AE3501
 AE3501'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3501'MARK IN PVC PIPE
 AE3501
 AE3501                          STATION RECOVERY (2006)
 AE3501
 AE3501'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3501'RECOVERED IN GOOD CONDITION.
 AE3501
 AE3501                          STATION RECOVERY (2007)
 AE3501
 AE3501'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3501'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 AE3501'EXCELSIOR, 5.8 MI (9.3 KM) WEST-SOUTHWEST OF HAMEL AND 4.6 MI (7.4 KM)
 AE3501'NORTH-NORTHEAST OF MOUND.
 AE3501' 
 AE3501'TO REACH TO THE MARK GO 1.25 MI (2.0 KM) SOUTHEAST OF MAPLE PLAIN,
 AE3501'0.15 MI (0.2 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 12 AND
 AE3501'COUNTY ROAD 6, AT TRUNK HIGHWAY 12 MILE POINT 148.35, 78 FT (23.8 M)
 AE3501'NORTHEAST OF TRUNK HIGHWAY 12, 39 FT (11.9 M) NORTHEAST OF POWER POLE,
 AE3501'1.4 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
 AE3501
 AE3501                          STATION RECOVERY (2008)
 AE3501
 AE3501'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 AE3501'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF MAPLE PLAIN.
 AE3501' 
 AE3501'1.2 MI SOUTHEAST ON TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3501'HIGHWAY 12 AND BAKER PARK ROAD IN MAPLE PLAIN, AT TRUNK HIGHWAY 12
 AE3501'MILE POINT 148.35.
 AE3501' 
 AE3501'IT IS 78.0 FT (23.8 M) NORTHEAST OF TRUNK HIGHWAY 12, 55.4 FT (16.9 M)
 AE3501'WEST OF POWER POLE, 1.4 FT (0.4 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3502 ***********************************************************************
 AE3502  DESIGNATION -  2713 W
 AE3502  PID         -  AE3502
 AE3502  STATE/COUNTY-  MN/HENNEPIN
 AE3502  COUNTRY     -  US
 AE3502  USGS QUAD   -  EXCELSIOR (1997)
 AE3502
 AE3502                         *CURRENT SURVEY CONTROL
 AE3502  ______________________________________________________________________
 AE3502* NAD 83(1986) POSITION- 44 59 22.59   (N) 093 36 13.25   (W)   HD_HELD1  
 AE3502* NAVD 88 ORTHO HEIGHT -   301.810  (meters)     990.19  (feet) ADJUSTED  
 AE3502  ______________________________________________________________________
 AE3502  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AE3502  DYNAMIC HEIGHT  -        301.797 (meters)      990.15  (feet) COMP
 AE3502  MODELED GRAVITY -    980,566.5   (mgal)                       NAVD 88
 AE3502
 AE3502  VERT ORDER      -  SECOND    CLASS I
 AE3502
 AE3502.The horizontal coordinates were established by differentially corrected
 AE3502.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3502.
 AE3502.The orthometric height was determined by differential leveling and
 AE3502.adjusted in December 1997.
 AE3502
 AE3502.Photographs are available for this station.
 AE3502
 AE3502.The dynamic height is computed by dividing the NAVD 88
 AE3502.geopotential number by the normal gravity value computed on the
 AE3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3502.degrees latitude (g = 980.6199 gals.).
 AE3502
 AE3502.The modeled gravity was interpolated from observed gravity values.
 AE3502
 AE3502;                    North         East    Units  Estimated Accuracy
 AE3502;SPC MN S     -   321,147.7     831,252.8     MT  (+/- 3 meters HH1 GPS) 
 AE3502
 AE3502                          SUPERSEDED SURVEY CONTROL
 AE3502
 AE3502.No superseded survey control is available for this station.
 AE3502
 AE3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5241281973(NAD 83)
 AE3502
 AE3502_MARKER: DV = VERTICAL CONTROL DISK
 AE3502_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3502_STAMPING: 2713 W 1980
 AE3502_MARK LOGO: MNDT  
 AE3502_PROJECTION: RECESSED 15 CENTIMETERS
 AE3502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3502+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AE3502
 AE3502  HISTORY     - Date     Condition        Report By
 AE3502  HISTORY     - 19800401 MONUMENTED       MNDT
 AE3502  HISTORY     - 20021016 POOR             USPSQD
 AE3502  HISTORY     - 20060408 MARK NOT FOUND   USPSQD
 AE3502  HISTORY     - 20070807 GOOD             MNDT
 AE3502  HISTORY     - 20080623 GOOD             MNDT
 AE3502
 AE3502                          STATION DESCRIPTION
 AE3502
 AE3502'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3502'THE MARK IS LOCATED ABOUT 3/4 MILE WEST OF THE CITY OF LONG LAKE, IN
 AE3502'THE NW 1/4 OF SECTION 33, T118N, R23W, 1.6 MILE EAST ALONG TRUNK
 AE3502'HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 146 IN LONG LAKE, 53
 AE3502'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 12 AT
 AE3502'MILEPOINT 149.45, 28 FEET WEST-NORTHWEST OF A POWER POLE, 17 FEET
 AE3502'NORTHWEST OF THE EAST END OF AN 18 INCH CORRUGATED METAL PIPE UNDER
 AE3502'THE DRIVEWAY TO ADDRESS NUMBER 3200, 3 FEET SOUTHWEST OF A WOODEN
 AE3502'FENCE POST, AND 5.4 FEET WEST SOUTHWEST OF A STEEL WITNESS POST. THE
 AE3502'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2713 W
 AE3502'1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER-CLAD STEEL
 AE3502'(MAGNETIC) ROD WITH A CROSS BAR THAT IS SET IN 8 INCHES OF CONCRETE IN
 AE3502'A 6 INCH DIAMETER HOLE.
 AE3502
 AE3502                          STATION RECOVERY (2002)
 AE3502
 AE3502'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3502'COULD NOT READ MARKER STAMP
 AE3502
 AE3502                          STATION RECOVERY (2006)
 AE3502
 AE3502'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3502'SEARCH WITH METAL DETECTOR DID NOT TURN UP MARKER.
 AE3502
 AE3502                          STATION RECOVERY (2007)
 AE3502
 AE3502'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3502'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF
 AE3502'EXCELSIOR, 5.2 MI (8.4 KM) SOUTHWEST OF HAMEL AND 4.8 MI (7.7 KM)
 AE3502'NORTHEAST OF MOUND.
 AE3502' 
 AE3502'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) WEST OF LONG LAKE, 1.6 MI
 AE3502'(2.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3502'HIGHWAY 12 AND COUNTY ROAD 146, AT TRUNK HIGHWAY 12 MILE POINT 149.45,
 AE3502'53 FT (16.2 M) NORTH OF TRUNK HIGHWAY 12, 28 FT (8.5 M) WEST-NORTHWEST
 AE3502'OF POWER POLE, 17 FT (5.2 M) NORTHWEST OF EAST END OF 18-INCH (46 CM)
 AE3502'METAL CULVERT, 13 FT (4.0 M) EAST OF ENTRANCE TO PRIVATE RESIDENCE, 3
 AE3502'FT (0.9 M) SOUTHWEST OF A FENCE POST, 5.4 FT (1.6 M) WEST-SOUTHWEST OF
 AE3502'A WITNESS POST.
 AE3502
 AE3502                          STATION RECOVERY (2008)
 AE3502
 AE3502'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3502'THE MARK IS 2.0 MI (3.2 KM) WEST OF LONG LAKE.
 AE3502' 
 AE3502'1.6 MI WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 AE3502'12 AND LAKE STREET IN LONG LAKE, AT TRUNK HIGHWAY 12 MILE POINT
 AE3502'149.45.
 AE3502' 
 AE3502'IT IS 53 FT (16.2 M) NORTH OF TRUNK HIGHWAY 12, 28.0 FT (8.5 M)
 AE3502'WEST-NORTHWEST OF POWER POLE, 17.0 FT (5.2 M) NORTHWEST OF EAST END OF
 AE3502'18 INCH (46 CM) METAL CULVERT, 13.0 FT (4.0 M) EAST OF ENTRANCE TO
 AE3502'PRIVATE RESIDENCE, 3.0 FT (0.9 M) SOUTHWEST OF A FENCE POST, 5.4 FT
 AE3502'(1.6 M) WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3503 ***********************************************************************
 AE3503  DESIGNATION -  2713 X
 AE3503  PID         -  AE3503
 AE3503  STATE/COUNTY-  MN/HENNEPIN
 AE3503  COUNTRY     -  US
 AE3503  USGS QUAD   -  EXCELSIOR (1997)
 AE3503
 AE3503                         *CURRENT SURVEY CONTROL
 AE3503  ______________________________________________________________________
 AE3503* NAD 83(2007) POSITION- 44 59 22.42360(N) 093 35 42.53858(W)   ADJUSTED  
 AE3503* NAD 83(2007) ELLIP HT-   285.748 (meters)        (01/05/11)   ADJUSTED
 AE3503* NAD 83(2007) EPOCH   -  2002.00
 AE3503* NAVD 88 ORTHO HEIGHT -   312.858  (meters)    1026.44  (feet) ADJUSTED  
 AE3503  ______________________________________________________________________
 AE3503  NAD 83(2007) X  -   -283,344.295 (meters)                     COMP
 AE3503  NAD 83(2007) Y  - -4,509,720.677 (meters)                     COMP
 AE3503  NAD 83(2007) Z  -  4,486,730.122 (meters)                     COMP
 AE3503  LAPLACE CORR    -          5.41  (seconds)                    DEFLEC09
 AE3503  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 AE3503  DYNAMIC HEIGHT  -        312.847 (meters)     1026.40  (feet) COMP
 AE3503  MODELED GRAVITY -    980,570.0   (mgal)                       NAVD 88
 AE3503
 AE3503  HORZ ORDER      -  FIRST
 AE3503  VERT ORDER      -  SECOND    CLASS I
 AE3503  ELLP ORDER      -  FOURTH    CLASS I
 AE3503
 AE3503.The horizontal coordinates were established by GPS observations
 AE3503.and adjusted by the MN DEPT OF TRANSP in January 2011.
 AE3503
 AE3503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE3503.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE3503
 AE3503.The horizontal coordinates are valid at the epoch date displayed above
 AE3503.which is a decimal equivalence of Year/Month/Day.
 AE3503
 AE3503.The orthometric height was determined by differential leveling and
 AE3503.adjusted in December 1997.
 AE3503
 AE3503.Photographs are available for this station.
 AE3503
 AE3503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3503
 AE3503.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE3503
 AE3503.The ellipsoidal height was determined by GPS observations
 AE3503.and is referenced to NAD 83.
 AE3503
 AE3503.The dynamic height is computed by dividing the NAVD 88
 AE3503.geopotential number by the normal gravity value computed on the
 AE3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3503.degrees latitude (g = 980.6199 gals.).
 AE3503
 AE3503.The modeled gravity was interpolated from observed gravity values.
 AE3503
 AE3503. The following values were computed from the NAD 83(2007) position.
 AE3503
 AE3503;                    North         East     Units Scale Factor Converg.
 AE3503;SPC MN S     -   321,145.902   831,925.506   MT  0.99995830   +0 17 01.6
 AE3503;SPC MN S     - 1,053,626.18  2,729,408.93   sFT  0.99995830   +0 17 01.6
 AE3503;UTM  15      - 4,981,963.151   453,084.590   MT  0.99962706   -0 25 14.8
 AE3503
 AE3503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3503!SPC MN S     -   0.99995520  x   0.99995830  =   0.99991350
 AE3503!UTM  15      -   0.99995520  x   0.99962706  =   0.99958228
 AE3503
 AE3503:                Primary Azimuth Mark                     Grid Az
 AE3503:SPC MN S     -  2713 Y                                   092 53 16.1
 AE3503:UTM  15      -  2713 Y                                   093 35 32.5
 AE3503
 AE3503|---------------------------------------------------------------------|
 AE3503| PID    Reference Object                     Distance      Geod. Az  |
 AE3503|                                                           dddmmss.s |
 AE3503| AE3504 2713 Y                              APPROX. 1.2 KM 0931017.7 |
 AE3503| DM4992 2713 AH                             APPROX. 1.0 KM 1162806.1 |
 AE3503| DM4989 2713 AE                             APPROX. 1.0 KM 1193150.2 |
 AE3503| DM4990 2713 AF                             498.469 METERS 1704812.6 |
 AE3503| DM4993 2713 AJ                             422.195 METERS 1711902.3 |
 AE3503|---------------------------------------------------------------------|
 AE3503
 AE3503                          SUPERSEDED SURVEY CONTROL
 AE3503
 AE3503  NAVD 88 (01/05/11)  312.86   (m)         1026.4    (f) LEVELING    3  
 AE3503
 AE3503.Superseded values are not recommended for survey control.
 AE3503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3503.See file dsdata.txt to determine how the superseded data were derived.
 AE3503
 AE3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5308481963(NAD 83)
 AE3503
 AE3503_MARKER: DV = VERTICAL CONTROL DISK
 AE3503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3503_STAMPING: 2713 X 1980
 AE3503_MARK LOGO: MNDT  
 AE3503_PROJECTION: FLUSH
 AE3503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3503+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AE3503
 AE3503  HISTORY     - Date     Condition        Report By
 AE3503  HISTORY     - 19800401 MONUMENTED       MNDT
 AE3503  HISTORY     - 20021016 POOR             USPSQD
 AE3503  HISTORY     - 20060408 GOOD             USPSQD
 AE3503  HISTORY     - 20070807 GOOD             MNDT
 AE3503  HISTORY     - 20080623 GOOD             MNDT
 AE3503  HISTORY     - 20080623 GOOD             MNDT
 AE3503
 AE3503                          STATION DESCRIPTION
 AE3503
 AE3503'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3503'THE MARK IS LOCATED ABOUT 1/4 MILE WEST OF THE CITY OF LONG LAKE, IN
 AE3503'THE NW 1/4 OF SECTION 33, T118N, R23W, 1.2 MILES WEST ALONG TRUNK
 AE3503'HIGHWAY 12 FROM ITS JUNCTION WITH COUNTY ROAD 146 IN LONG LAKE, 65
 AE3503'FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 12 AT
 AE3503'MILEPOINT 149.9, 44 FEET NORTHEAST OF A POWER POLE, 24 FEET EAST OF AN
 AE3503'8 INCH TREE, 21 FEET WEST OF A 15 INCH TREE, 6 FEET SOUTH OF THE
 AE3503'SOUTHEAST CORNER POST OF A CHAIN LINK FENCE AROUND A TENNIS COURT,
 AE3503'ABOUT 200 FEET WEST OF OLD CRYSTAL BAY ROAD, NEAR THE CORNER OF THE
 AE3503'ORONO SCHOOL PARKING LOT, AND 1.0 FOOT SOUTH OF A STEEL WITNES POST.
 AE3503'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AE3503'STAMPED---2713 X 1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG
 AE3503'COPPER-CLAD STEEL (MAGNETIC) ROD WITH A CROSS BAR THAT IS SET IN 8
 AE3503'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3503
 AE3503                          STATION RECOVERY (2002)
 AE3503
 AE3503'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3503'MARK IN BROKEN PVC PIPE, MARKER STAMP DIFFICULT TO READ
 AE3503
 AE3503                          STATION RECOVERY (2006)
 AE3503
 AE3503'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3503'RECOVERED IN GOOD CONDITION.
 AE3503
 AE3503                          STATION RECOVERY (2007)
 AE3503
 AE3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3503'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF
 AE3503'EXCELSIOR, 5.0 MI (8.0 KM) NORTHEAST OF MOUND AND 4.9 MI (7.9 KM)
 AE3503'SOUTHWEST OF HAMEL.
 AE3503' 
 AE3503'TO REACH TO THE MARK GO 0.25 MI (0.4 KM) WEST OF LONG LAKE, 1.2 MI
 AE3503'(1.9 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3503'HIGHWAY 12 AND COUNTY ROAD 146, AT TRUNK HIGHWAY 12 MILE POINT 149.9,
 AE3503'65 FT (19.8 M) NORTH OF TRUNK HIGHWAY 12, 200 FT (61.0 M) WEST OF OLD
 AE3503'CRYSTAL BAY ROAD, 25.6 FT (7.8 M) SOUTH OF SOUTH GATE TO TENNIS COURT
 AE3503'AT ORONO PUBLIC SCHOOLS, 28 FT (8.5 M) NORTH OF NORTH EDGE OF TRUNK
 AE3503'HIGHWAY 12, 21.5 FT (6.6 M) WEST OF 18 INCH (46 CM) ASH TREE, 24.1 FT
 AE3503'(7.3 M) EAST OF 15 INCH (38 CM) ASH TREE, 1.0 FT (0.3 M) SOUTH OF A
 AE3503'WITNESS POST.
 AE3503
 AE3503                          STATION RECOVERY (2008)
 AE3503
 AE3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3503'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE3503'THE MARK IS 1.6 MILES WEST OF LONG LAKE, 1.2 MILES WEST ALONG TRUNK
 AE3503'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND LAKE STREET IN
 AE3503'LONG LAKE, AT TRUNK HIGHWAY 12 MILEPOINT 149.9, 65.0 FEET NORTH OF
 AE3503'TRUNK HIGHWAY 12, 200.0 FEET WEST OF OLD CRYSTAL BAY ROAD, 25.6 FEET
 AE3503'SOUTH OF SOUTH GATE TO TENNIS COURT AT ORONO PUBLIC SCHOOLS, 28.0 FEET
 AE3503'NORTH OF NORTH EDGE OF TRUNK HIGHWAY 12, 21.5 FEET WEST OF 18 INCH ASH
 AE3503'TREE, 24.1 FEET EAST OF 15 INCH ASH TREE, 1.0 FOOT SOUTH OF WITNESS
 AE3503'POST.
 AE3503
 AE3503                          STATION RECOVERY (2008)
 AE3503
 AE3503'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3503'THE MARK IS 1.6 MI (2.6 KM) WEST OF LONG LAKE.
 AE3503' 
 AE3503'1.2 MI WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY
 AE3503'12 AND LAKE STREET IN LONG LAKE, AT TRUNK HIGHWAY 12 MILE POINT 149.9.
 AE3503'IT IS 65.0 FT (19.8 M) NORTH OF TRUNK HIGHWAY 12, 200.0 FT (61.0 M)
 AE3503'WEST OF OLD CRYSTAL BAY ROAD, 25.6 FT (7.8 M) SOUTH OF SOUTH GATE TO
 AE3503'TENNIS COURT AT ORONO PUBLIC SCHOOLS, 28.0 FT (8.5 M) NORTH OF NORTH
 AE3503'EDGE OF TRUNK HIGHWAY 12, 21.5 FT (6.6 M) WEST OF 18 INCH (46 CM) ASH
 AE3503'TREE, 24.1 FT (7.3 M) EAST OF 15 INCH (38 CM) ASH TREE, 1.0 FT (0.3 M)
 AE3503'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3504 ***********************************************************************
 AE3504  DESIGNATION -  2713 Y
 AE3504  PID         -  AE3504
 AE3504  STATE/COUNTY-  MN/HENNEPIN
 AE3504  COUNTRY     -  US
 AE3504  USGS QUAD   -  EXCELSIOR (1997)
 AE3504
 AE3504                         *CURRENT SURVEY CONTROL
 AE3504  ______________________________________________________________________
 AE3504* NAD 83(2007) POSITION- 44 59 20.34352(N) 093 34 49.72542(W)   ADJUSTED  
 AE3504* NAD 83(2007) ELLIP HT-   283.044 (meters)        (01/05/11)   ADJUSTED
 AE3504* NAD 83(2007) EPOCH   -  2002.00
 AE3504* NAVD 88 ORTHO HEIGHT -   310.125  (meters)    1017.47  (feet) ADJUSTED  
 AE3504  ______________________________________________________________________
 AE3504  NAD 83(2007) X  -   -282,192.308 (meters)                     COMP
 AE3504  NAD 83(2007) Y  - -4,509,836.479 (meters)                     COMP
 AE3504  NAD 83(2007) Z  -  4,486,682.795 (meters)                     COMP
 AE3504  LAPLACE CORR    -          4.89  (seconds)                    DEFLEC09
 AE3504  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 AE3504  DYNAMIC HEIGHT  -        310.115 (meters)     1017.44  (feet) COMP
 AE3504  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 AE3504
 AE3504  HORZ ORDER      -  FIRST
 AE3504  VERT ORDER      -  SECOND    CLASS I
 AE3504  ELLP ORDER      -  FOURTH    CLASS I
 AE3504
 AE3504.The horizontal coordinates were established by GPS observations
 AE3504.and adjusted by the MN DEPT OF TRANSP in January 2011.
 AE3504
 AE3504.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE3504.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE3504
 AE3504.The horizontal coordinates are valid at the epoch date displayed above
 AE3504.which is a decimal equivalence of Year/Month/Day.
 AE3504
 AE3504.The orthometric height was determined by differential leveling and
 AE3504.adjusted in January 2012.
 AE3504
 AE3504.Photographs are available for this station.
 AE3504
 AE3504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3504
 AE3504.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE3504
 AE3504.The ellipsoidal height was determined by GPS observations
 AE3504.and is referenced to NAD 83.
 AE3504
 AE3504.The dynamic height is computed by dividing the NAVD 88
 AE3504.geopotential number by the normal gravity value computed on the
 AE3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3504.degrees latitude (g = 980.6199 gals.).
 AE3504
 AE3504.The modeled gravity was interpolated from observed gravity values.
 AE3504
 AE3504. The following values were computed from the NAD 83(2007) position.
 AE3504
 AE3504;                    North         East     Units Scale Factor Converg.
 AE3504;SPC MN S     -   321,087.527   833,082.691   MT  0.99995821   +0 17 38.6
 AE3504;SPC MN S     - 1,053,434.66  2,733,205.46   sFT  0.99995821   +0 17 38.6
 AE3504;UTM  15      - 4,981,890.577   454,240.586   MT  0.99962575   -0 24 37.4
 AE3504
 AE3504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3504!SPC MN S     -   0.99995562  x   0.99995821  =   0.99991384
 AE3504!UTM  15      -   0.99995562  x   0.99962575  =   0.99958139
 AE3504
 AE3504:                Primary Azimuth Mark                     Grid Az
 AE3504:SPC MN S     -  OSMAN                                    151 20 47.5
 AE3504:UTM  15      -  OSMAN                                    152 03 03.5
 AE3504
 AE3504|---------------------------------------------------------------------|
 AE3504| PID    Reference Object                     Distance      Geod. Az  |
 AE3504|                                                           dddmmss.s |
 AE3504| DM5001 OSMAN                               451.365 METERS 1513826.1 |
 AE3504| DM4990 2713 AF                             APPROX. 1.2 KM 2482039.9 |
 AE3504| DM4993 2713 AJ                             APPROX. 1.1 KM 2520610.5 |
 AE3504| AE3503 2713 X                              APPROX. 1.2 KM 2731055.1 |
 AE3504|---------------------------------------------------------------------|
 AE3504
 AE3504                          SUPERSEDED SURVEY CONTROL
 AE3504
 AE3504  NAVD 88 (01/05/11)  310.13   (m)         1017.5    (f) LEVELING    3  
 AE3504  NAVD 88 (12/02/97)  310.080  (m)         1017.32   (f) SUPERSEDED  2 1
 AE3504
 AE3504.Superseded values are not recommended for survey control.
 AE3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3504.See file dsdata.txt to determine how the superseded data were derived.
 AE3504
 AE3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5424081890(NAD 83)
 AE3504
 AE3504_MARKER: DV = VERTICAL CONTROL DISK
 AE3504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE3504_STAMPING: 2713 Y 1980
 AE3504_MARK LOGO: MNDT  
 AE3504_PROJECTION: RECESSED 3 CENTIMETERS
 AE3504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3504+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 AE3504
 AE3504  HISTORY     - Date     Condition        Report By
 AE3504  HISTORY     - 19800401 MONUMENTED       MNDT
 AE3504  HISTORY     - 20021016 GOOD             USPSQD
 AE3504  HISTORY     - 20060408 GOOD             USPSQD
 AE3504  HISTORY     - 20070807 MARK NOT FOUND   MNDT
 AE3504  HISTORY     - 20080623 GOOD             MNDT
 AE3504  HISTORY     - 20080623 GOOD             MNDT
 AE3504
 AE3504                          STATION DESCRIPTION
 AE3504
 AE3504'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE3504'THE MARK IS LOCATED IN THE CITY OF LONG LAKE, IN THE NW 1/4 OF SECTION
 AE3504'34, T118N, R23W, 0.5 MILE WEST ALONG TRUNK HIGHWAY 12 FROM ITS
 AE3504'JUNCTION WITH COUNTY ROAD 146 IN LONG LAKE, 47 FEET SOUTH OF AND ABOUT
 AE3504'TWO FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 12 AT MILEPOINT 150.6,
 AE3504'42 FEET NORTH OF A FIRE HYDRANT, 41 FEET NORTH OF A POWER POLE, 52
 AE3504'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY BRICK AND SHEET
 AE3504'METAL BUILDING, 2 FEET NORTH OF A STEEL SIGN POST (R/W), AND 0.6 FOOT
 AE3504'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AE3504'CONTROL MONUMENT DISK STAMPED---2713 Y 1980---, IS FASTENED TO THE TOP
 AE3504'OF AN 8 FOOT LONG COPPER-CLAD STEEL (MAGNETIC) ROD WITH A CROSS BAR
 AE3504'THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3504
 AE3504                          STATION RECOVERY (2002)
 AE3504
 AE3504'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AE3504'WITNESS POST BENT BADLY
 AE3504
 AE3504                          STATION RECOVERY (2006)
 AE3504
 AE3504'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 AE3504'WITNESS POST BENT
 AE3504
 AE3504                          STATION RECOVERY (2007)
 AE3504
 AE3504'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 AE3504'THE MARK WAS NOT RECOVERED.
 AE3504
 AE3504                          STATION RECOVERY (2008)
 AE3504
 AE3504'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3504'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AE3504'THE MARK IS IN LONG LAKE, 0.5 MILE WEST ALONG TRUNK HIGHWAY 12 FROM
 AE3504'THE JUNCTION OF TRUNK HIGHWAY 12 AND LAKE STREET, AT TRUNK HIGHWAY 12
 AE3504'MILEPOINT 150.6, 47.0 FEET SOUTH OF TRUNK HIGHWAY 12, 42.0 FEET NORTH
 AE3504'OF FIRE HYDRANT, 41.0 FEET NORTH OF POWER POLE, 52.0 FEET NORTHEAST OF
 AE3504'NORTHEAST CORNER OF ONE STORY BUILDING, 8.5 FEET SOUTHWEST OF WITNESS
 AE3504'POST.
 AE3504
 AE3504                          STATION RECOVERY (2008)
 AE3504
 AE3504'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 AE3504'THE MARK IS IN LONG LAKE.
 AE3504' 
 AE3504'0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 AE3504'HIGHWAY 12 AND LAKE STREET, AT TRUNK HIGHWAY 12 MILE POINT 150.6, 47.0
 AE3504'FT (14.3 M) SOUTH OF TRUNK HIGHWAY 12.
 AE3504' 
 AE3504'IT IS 42.0 FT (12.8 M) NORTH OF FIRE HYDRANT, 41.0 FT (12.5 M) NORTH
 AE3504'OF POWER POLE, 52.0 FT (15.8 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AE3504'ONE STORY BUILDING, 8.5 FT (2.6 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2328 ***********************************************************************
 DJ2328  DESIGNATION -  2714 A
 DJ2328  PID         -  DJ2328
 DJ2328  STATE/COUNTY-  MN/HENNEPIN
 DJ2328  COUNTRY     -  US
 DJ2328  USGS QUAD   -  HOPKINS (1993)
 DJ2328
 DJ2328                         *CURRENT SURVEY CONTROL
 DJ2328  ______________________________________________________________________
 DJ2328* NAD 83(1986) POSITION- 44 58 16.     (N) 093 27 01.     (W)   SCALED    
 DJ2328* NAVD 88 ORTHO HEIGHT -   291.056  (meters)     954.91  (feet) ADJUSTED  
 DJ2328  ______________________________________________________________________
 DJ2328  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DJ2328  DYNAMIC HEIGHT  -        291.052 (meters)      954.89  (feet) COMP
 DJ2328  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 DJ2328
 DJ2328  VERT ORDER      -  SECOND    CLASS I
 DJ2328
 DJ2328.The horizontal coordinates were scaled from a topographic map and have
 DJ2328.an estimated accuracy of +/- 6 seconds.
 DJ2328.
 DJ2328.The orthometric height was determined by differential leveling and
 DJ2328.adjusted in May 2010.
 DJ2328
 DJ2328.The dynamic height is computed by dividing the NAVD 88
 DJ2328.geopotential number by the normal gravity value computed on the
 DJ2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2328.degrees latitude (g = 980.6199 gals.).
 DJ2328
 DJ2328.The modeled gravity was interpolated from observed gravity values.
 DJ2328
 DJ2328;                    North         East    Units  Estimated Accuracy
 DJ2328;SPC MN S     -   319,160.      843,360.      MT  (+/- 180 meters Scaled)
 DJ2328
 DJ2328                          SUPERSEDED SURVEY CONTROL
 DJ2328
 DJ2328.No superseded survey control is available for this station.
 DJ2328
 DJ2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK644798(NAD 83)
 DJ2328
 DJ2328_MARKER: DB = BENCH MARK DISK
 DJ2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2328_SP_SET: FLAGPOLE BASE
 DJ2328_STAMPING: 2714 A 1974
 DJ2328_MARK LOGO: MNHD  
 DJ2328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2328+STABILITY: SURFACE MOTION
 DJ2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2328+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2328
 DJ2328  HISTORY     - Date     Condition        Report By
 DJ2328  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2328  HISTORY     - 1986     POOR             MNDT
 DJ2328  HISTORY     - 19930505 POOR             MNDT
 DJ2328
 DJ2328                          STATION DESCRIPTION
 DJ2328
 DJ2328'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2328'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 0.5 MILE EAST ALONG
 DJ2328'INTERSTATE 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2328'INTERSTATE HIGHWAY 494, AT SEARS AUTO IMPORTS AND IN THE NE 1/4 OF
 DJ2328'SECTION 3, T117N, R22W.  THE MARK IS 79 FEET NORTH OF THE CENTERLINE
 DJ2328'OF THE NORTH FRONTAGE ROAD AT HIGHWAY 12 MILEPOINT 157.4 AND 116 FEET
 DJ2328'WEST OF THE ENTRANCE TO A PARKING LOT.  THE MARK, A STANDARD MNDT
 DJ2328'BENCH MARK DISK STAMPED---2714 A 1974---, IS SET IN THE TOP OF THE
 DJ2328'CONCRETE BASE OF THE FLAGPOLE OF THE AUTO DEALER.  THE FLAGPOLE BASE
 DJ2328'IS CRACKED AND TILTED AND IS IN UNSTABLE CONDITION.
 DJ2328
 DJ2328                          STATION RECOVERY (1993)
 DJ2328
 DJ2328'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2328'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2299 ***********************************************************************
 DJ2299  DESIGNATION -  2714 C
 DJ2299  PID         -  DJ2299
 DJ2299  STATE/COUNTY-  MN/HENNEPIN
 DJ2299  COUNTRY     -  US
 DJ2299  USGS QUAD   -  HOPKINS (1993)
 DJ2299
 DJ2299                         *CURRENT SURVEY CONTROL
 DJ2299  ______________________________________________________________________
 DJ2299* NAD 83(1986) POSITION- 44 58 14.     (N) 093 25 14.     (W)   SCALED    
 DJ2299* NAVD 88 ORTHO HEIGHT -   288.781  (meters)     947.44  (feet) ADJUSTED  
 DJ2299  ______________________________________________________________________
 DJ2299  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DJ2299  DYNAMIC HEIGHT  -        288.777 (meters)      947.43  (feet) COMP
 DJ2299  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DJ2299
 DJ2299  VERT ORDER      -  SECOND    CLASS II
 DJ2299
 DJ2299.The horizontal coordinates were scaled from a topographic map and have
 DJ2299.an estimated accuracy of +/- 6 seconds.
 DJ2299.
 DJ2299.The orthometric height was determined by differential leveling and
 DJ2299.adjusted in May 2010.
 DJ2299
 DJ2299.The dynamic height is computed by dividing the NAVD 88
 DJ2299.geopotential number by the normal gravity value computed on the
 DJ2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2299.degrees latitude (g = 980.6199 gals.).
 DJ2299
 DJ2299.The modeled gravity was interpolated from observed gravity values.
 DJ2299
 DJ2299;                    North         East    Units  Estimated Accuracy
 DJ2299;SPC MN S     -   319,120.      845,710.      MT  (+/- 180 meters Scaled)
 DJ2299
 DJ2299                          SUPERSEDED SURVEY CONTROL
 DJ2299
 DJ2299.No superseded survey control is available for this station.
 DJ2299
 DJ2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK668797(NAD 83)
 DJ2299
 DJ2299_MARKER: DB = BENCH MARK DISK
 DJ2299_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2299_SP_SET: BRIDGE ABUTMENT
 DJ2299_STAMPING: 2714 C 1974
 DJ2299_MARK LOGO: MNHD  
 DJ2299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2299+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993
 DJ2299
 DJ2299  HISTORY     - Date     Condition        Report By
 DJ2299  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2299  HISTORY     - 1986     GOOD             MNDT
 DJ2299  HISTORY     - 19930909 MARK NOT FOUND   MNDT
 DJ2299
 DJ2299                          STATION DESCRIPTION
 DJ2299
 DJ2299'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2299'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 1.9 MILES EAST ALONG
 DJ2299'INTERSTATE 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2299'INTERSTATE HIGHWAY 494 AND IN THE SE 1/4 OF SECTION 2, T117N, R22W.
 DJ2299'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2714 C 1974---, IS
 DJ2299'SET IN THE SOUTHEAST ABUTMENT CORNER OF BRIDGE NUMBER 9704 (COUNTY
 DJ2299'ROAD 73 OVER HIGHWAY 12) AND IS AT HIGHWAY 12 MILEPOINT 158.8.
 DJ2299
 DJ2299                          STATION RECOVERY (1993)
 DJ2299
 DJ2299'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2299'THE MARK APPEARS DESTROYED BY NEW BRIDGE CONSTRUCTION OVER FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2324 ***********************************************************************
 DJ2324  DESIGNATION -  2714 G
 DJ2324  PID         -  DJ2324
 DJ2324  STATE/COUNTY-  MN/HENNEPIN
 DJ2324  COUNTRY     -  US
 DJ2324  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2324
 DJ2324                         *CURRENT SURVEY CONTROL
 DJ2324  ______________________________________________________________________
 DJ2324* NAD 83(1986) POSITION- 44 58 18.     (N) 093 22 16.     (W)   SCALED    
 DJ2324* NAVD 88 ORTHO HEIGHT -   269.169  (meters)     883.10  (feet) ADJUSTED  
 DJ2324  ______________________________________________________________________
 DJ2324  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DJ2324  DYNAMIC HEIGHT  -        269.164 (meters)      883.08  (feet) COMP
 DJ2324  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DJ2324
 DJ2324  VERT ORDER      -  SECOND    CLASS II
 DJ2324
 DJ2324.The horizontal coordinates were scaled from a topographic map and have
 DJ2324.an estimated accuracy of +/- 6 seconds.
 DJ2324.
 DJ2324.The orthometric height was determined by differential leveling and
 DJ2324.adjusted in May 2010.
 DJ2324
 DJ2324.The dynamic height is computed by dividing the NAVD 88
 DJ2324.geopotential number by the normal gravity value computed on the
 DJ2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2324.degrees latitude (g = 980.6199 gals.).
 DJ2324
 DJ2324.The modeled gravity was interpolated from observed gravity values.
 DJ2324
 DJ2324;                    North         East    Units  Estimated Accuracy
 DJ2324;SPC MN S     -   319,270.      849,610.      MT  (+/- 180 meters Scaled)
 DJ2324
 DJ2324                          SUPERSEDED SURVEY CONTROL
 DJ2324
 DJ2324.No superseded survey control is available for this station.
 DJ2324
 DJ2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK707798(NAD 83)
 DJ2324
 DJ2324_MARKER: B = BOLT
 DJ2324_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2324_SP_SET: SIGN BASE
 DJ2324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2324+STABILITY: SURFACE MOTION
 DJ2324
 DJ2324  HISTORY     - Date     Condition        Report By
 DJ2324  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2324  HISTORY     - 1988     GOOD             MNDT
 DJ2324
 DJ2324                          STATION DESCRIPTION
 DJ2324
 DJ2324'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2324'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 1.4 MILES WEST ALONG
 DJ2324'TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 394 FROM THEIR JUNCTION WITH
 DJ2324'TRUNK HIGHWAY 100, IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 DJ2324'HIGHWAY 12 AND LOUISANA AVENUE AND IN THE NW 1/4 OF SECTION 5, T117N,
 DJ2324'R21W.  THE MARK IS 97 FEET NORTH OF WESTBOUND HIGHWAY 12 AT MILEPOINT
 DJ2324'161.3 AND 50 FEET WEST OF LOUISANA AVENUE.  THE MARK, A SIGN BOLT
 DJ2324'(UNSTAMPED), IS THE SOUTH BOLT IN A CONCRETE SIGN BASE (PREVIOUSLY A
 DJ2324'SHELL OIL SIGN).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2308 ***********************************************************************
 DJ2308  DESIGNATION -  2714 L
 DJ2308  PID         -  DJ2308
 DJ2308  STATE/COUNTY-  MN/HENNEPIN
 DJ2308  COUNTRY     -  US
 DJ2308  USGS QUAD   -  HOPKINS (1993)
 DJ2308
 DJ2308                         *CURRENT SURVEY CONTROL
 DJ2308  ______________________________________________________________________
 DJ2308* NAD 83(1986) POSITION- 44 58 16.98   (N) 093 29 34.18   (W)   HD_HELD1  
 DJ2308* NAVD 88 ORTHO HEIGHT -   303.431  (meters)     995.51  (feet) ADJUSTED  
 DJ2308  ______________________________________________________________________
 DJ2308  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DJ2308  DYNAMIC HEIGHT  -        303.427 (meters)      995.49  (feet) COMP
 DJ2308  MODELED GRAVITY -    980,594.4   (mgal)                       NAVD 88
 DJ2308
 DJ2308  VERT ORDER      -  SECOND    CLASS I
 DJ2308
 DJ2308.The horizontal coordinates were established by differentially corrected
 DJ2308.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2308.
 DJ2308.The orthometric height was determined by differential leveling and
 DJ2308.adjusted in May 2010.
 DJ2308
 DJ2308.Photographs are available for this station.
 DJ2308
 DJ2308.The dynamic height is computed by dividing the NAVD 88
 DJ2308.geopotential number by the normal gravity value computed on the
 DJ2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2308.degrees latitude (g = 980.6199 gals.).
 DJ2308
 DJ2308.The modeled gravity was interpolated from observed gravity values.
 DJ2308
 DJ2308;                    North         East    Units  Estimated Accuracy
 DJ2308;SPC MN S     -   319,170.8     840,006.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2308
 DJ2308                          SUPERSEDED SURVEY CONTROL
 DJ2308
 DJ2308.No superseded survey control is available for this station.
 DJ2308
 DJ2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6113879889(NAD 83)
 DJ2308
 DJ2308_MARKER: DB = BENCH MARK DISK
 DJ2308_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2308_SP_SET: BRIDGE ABUTMENT
 DJ2308_STAMPING: 2714 L 1974
 DJ2308_MARK LOGO: MNHD  
 DJ2308_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2308+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DJ2308
 DJ2308  HISTORY     - Date     Condition        Report By
 DJ2308  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2308  HISTORY     - 1986     GOOD             MNDT
 DJ2308  HISTORY     - 19930504 GOOD             MNDT
 DJ2308
 DJ2308                          STATION DESCRIPTION
 DJ2308
 DJ2308'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2308'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 1.7 MILES WEST ALONG TRUNK
 DJ2308'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT THE
 DJ2308'JUNCTION OF COUNTY ROAD 15 AND IN THE NW 1/4 OF SECTION 5, T117N,
 DJ2308'R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2714 L
 DJ2308'1974---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE ABUTMENT NUMBER
 DJ2308'27009 (HIGHWAY 12 OVER COUNTY ROAD 15) AT HIGHWAY 12 MILEPOINT 155.3
 DJ2308'AND AT THE EAST JUNCTION OF TRUNK HIGHWAY 101.
 DJ2308
 DJ2308                          STATION RECOVERY (1993)
 DJ2308
 DJ2308'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2308'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2309 ***********************************************************************
 DJ2309  DESIGNATION -  2714 M
 DJ2309  PID         -  DJ2309
 DJ2309  STATE/COUNTY-  MN/HENNEPIN
 DJ2309  COUNTRY     -  US
 DJ2309  USGS QUAD   -  EXCELSIOR (1997)
 DJ2309
 DJ2309                         *CURRENT SURVEY CONTROL
 DJ2309  ______________________________________________________________________
 DJ2309* NAD 83(1986) POSITION- 44 58 32.36   (N) 093 30 07.05   (W)   HD_HELD1  
 DJ2309* NAVD 88 ORTHO HEIGHT -   293.442  (meters)     962.73  (feet) ADJUSTED  
 DJ2309  ______________________________________________________________________
 DJ2309  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DJ2309  DYNAMIC HEIGHT  -        293.438 (meters)      962.72  (feet) COMP
 DJ2309  MODELED GRAVITY -    980,591.7   (mgal)                       NAVD 88
 DJ2309
 DJ2309  VERT ORDER      -  SECOND    CLASS I
 DJ2309
 DJ2309.The horizontal coordinates were established by differentially corrected
 DJ2309.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2309.
 DJ2309.The orthometric height was determined by differential leveling and
 DJ2309.adjusted in May 2010.
 DJ2309
 DJ2309.Photographs are available for this station.
 DJ2309
 DJ2309.The dynamic height is computed by dividing the NAVD 88
 DJ2309.geopotential number by the normal gravity value computed on the
 DJ2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2309.degrees latitude (g = 980.6199 gals.).
 DJ2309
 DJ2309.The modeled gravity was interpolated from observed gravity values.
 DJ2309
 DJ2309;                    North         East    Units  Estimated Accuracy
 DJ2309;SPC MN S     -   319,641.1     839,283.7     MT  (+/- 3 meters HH1 GPS) 
 DJ2309
 DJ2309                          SUPERSEDED SURVEY CONTROL
 DJ2309
 DJ2309.No superseded survey control is available for this station.
 DJ2309
 DJ2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6042180368(NAD 83)
 DJ2309
 DJ2309_MARKER: DB = BENCH MARK DISK
 DJ2309_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2309_SP_SET: BRIDGE ABUTMENT
 DJ2309_STAMPING: 2714 M 1974
 DJ2309_MARK LOGO: MNHD  
 DJ2309_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2309+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DJ2309
 DJ2309  HISTORY     - Date     Condition        Report By
 DJ2309  HISTORY     - 1974     MONUMENTED       MNHD
 DJ2309  HISTORY     - 1986     GOOD             MNDT
 DJ2309  HISTORY     - 19930504 GOOD             MNDT
 DJ2309
 DJ2309                          STATION DESCRIPTION
 DJ2309
 DJ2309'DESCRIBED BY MN DEPT OF TRANSP 1986 (EGS)
 DJ2309'THE MARK IS LOCATED IN THE CITY OF WAYZATA, 2.0 MILES WEST ALONG TRUNK
 DJ2309'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IN THE NW
 DJ2309'1/4 OF SECTION 5, T117N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK
 DJ2309'DISK STAMPED---2714 M 1974---, IS SET IN THE SOUTHEAST ABUTMENT CORNER
 DJ2309'OF BRIDGE NUMBER 27133 (TRUNK HIGHWAY 101 OVER TRUNK HIGHWAY 12) AT
 DJ2309'HIGHWAY 12 MILEPOINT 154.9.
 DJ2309
 DJ2309                          STATION RECOVERY (1993)
 DJ2309
 DJ2309'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2309'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6990 ***********************************************************************
 AE6990  DESIGNATION -  2716 A
 AE6990  PID         -  AE6990
 AE6990  STATE/COUNTY-  MN/HENNEPIN
 AE6990  COUNTRY     -  US
 AE6990  USGS QUAD   -  ST PAUL WEST (1993)
 AE6990
 AE6990                         *CURRENT SURVEY CONTROL
 AE6990  ______________________________________________________________________
 AE6990* NAD 83(1986) POSITION- 44 53 43.90   (N) 093 14 48.66   (W)   HD_HELD1  
 AE6990* NAVD 88 ORTHO HEIGHT -   257.097  (meters)     843.49  (feet) ADJUSTED  
 AE6990  ______________________________________________________________________
 AE6990  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 AE6990  DYNAMIC HEIGHT  -        257.089 (meters)      843.47  (feet) COMP
 AE6990  MODELED GRAVITY -    980,578.9   (mgal)                       NAVD 88
 AE6990
 AE6990  VERT ORDER      -  SECOND    CLASS II
 AE6990
 AE6990.The horizontal coordinates were established by differentially corrected
 AE6990.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6990.
 AE6990.The orthometric height was determined by differential leveling and
 AE6990.adjusted in April 1998.
 AE6990
 AE6990.Photographs are available for this station.
 AE6990
 AE6990.The dynamic height is computed by dividing the NAVD 88
 AE6990.geopotential number by the normal gravity value computed on the
 AE6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6990.degrees latitude (g = 980.6199 gals.).
 AE6990
 AE6990.The modeled gravity was interpolated from observed gravity values.
 AE6990
 AE6990;                    North         East    Units  Estimated Accuracy
 AE6990;SPC MN S     -   310,891.3     859,487.2     MT  (+/- 3 meters HH1 GPS) 
 AE6990
 AE6990                          SUPERSEDED SURVEY CONTROL
 AE6990
 AE6990.No superseded survey control is available for this station.
 AE6990
 AE6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8050971374(NAD 83)
 AE6990
 AE6990_MARKER: DB = BENCH MARK DISK
 AE6990_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE6990_SP_SET: BRIDGE ABUTMENT
 AE6990_STAMPING: 2716 A 1979
 AE6990_MARK LOGO: MNDT  
 AE6990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6990
 AE6990  HISTORY     - Date     Condition        Report By
 AE6990  HISTORY     - 1979     MONUMENTED       MNDT
 AE6990  HISTORY     - 20070626 GOOD             MNDT
 AE6990
 AE6990                          STATION DESCRIPTION
 AE6990
 AE6990'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6990'THE MARK IS LOCATED IN THE CITY OF RICHFIELD AT THE JUNCTION OF TRUNK
 AE6990'HIGHWAY 77 (CEDAR AVENUE) AND COUNTY ROAD 62 (CROSSTOWN FREEWAY) AND
 AE6990'IN THE SW 1/4 OF SECTION 24, T28N, R24W.  THE MARK, A STANDARD MNDT
 AE6990'BENCH MARK DISK STAMPED---2716 A 1979---, IS SET IN THE SOUTHEAST
 AE6990'CORNER OF BRIDGE NUMBER 27022 (COUNTY ROAD 62 OVER HIGHWAY 77) AND IS
 AE6990'AT HIGHWAY 77 MILEPOINT 5.25.
 AE6990
 AE6990                          STATION RECOVERY (2007)
 AE6990
 AE6990'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE6990'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF SAINT
 AE6990'PAUL, 5.9 MI (9.5 KM) SOUTH OF MINNEAPOLIS AND 4.5 MI (7.2 KM)
 AE6990'NORTHEAST OF BLOOMINGTON.
 AE6990' 
 AE6990'TO REACH TO THE MARK IN RICHFIELD, IN SOUTHEAST CORNER OF EASTBOUND
 AE6990'COUNTY ROAD 62 BRIDGE 27022 OVER TRUNK HIGHWAY 77 (CEDAR AVENUE), AT
 AE6990'TRUNK HIGHWAY 77 MILE POINT 5.25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0523 ***********************************************************************
 QO0523  DESIGNATION -  2721 A
 QO0523  PID         -  QO0523
 QO0523  STATE/COUNTY-  MN/HENNEPIN
 QO0523  COUNTRY     -  US
 QO0523  USGS QUAD   -  OSSEO (1993)
 QO0523
 QO0523                         *CURRENT SURVEY CONTROL
 QO0523  ______________________________________________________________________
 QO0523* NAD 83(1986) POSITION- 45 05 55.76   (N) 093 23 14.11   (W)   HD_HELD1  
 QO0523* NAVD 88 ORTHO HEIGHT -   266.466  (meters)     874.23  (feet) ADJUSTED  
 QO0523  ______________________________________________________________________
 QO0523  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 QO0523  DYNAMIC HEIGHT  -        266.459 (meters)      874.21  (feet) COMP
 QO0523  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 QO0523
 QO0523  VERT ORDER      -  SECOND    CLASS I
 QO0523
 QO0523.The horizontal coordinates were established by differentially corrected
 QO0523.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0523.
 QO0523.The orthometric height was determined by differential leveling and
 QO0523.adjusted in June 1991.
 QO0523
 QO0523.Photographs are available for this station.
 QO0523
 QO0523.The dynamic height is computed by dividing the NAVD 88
 QO0523.geopotential number by the normal gravity value computed on the
 QO0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0523.degrees latitude (g = 980.6199 gals.).
 QO0523
 QO0523.The modeled gravity was interpolated from observed gravity values.
 QO0523
 QO0523;                    North         East    Units  Estimated Accuracy
 QO0523;SPC MN S     -   333,389.6     848,228.5     MT  (+/- 3 meters HH1 GPS) 
 QO0523
 QO0523                          SUPERSEDED SURVEY CONTROL
 QO0523
 QO0523  NGVD 29 (??/??/92)  266.390  (m)          873.98   (f) ADJ UNCH    2 0
 QO0523
 QO0523.Superseded values are not recommended for survey control.
 QO0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0523.See file dsdata.txt to determine how the superseded data were derived.
 QO0523
 QO0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6953194001(NAD 83)
 QO0523
 QO0523_MARKER: DB = BENCH MARK DISK
 QO0523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0523_SP_SET: BOX CULVERT HEADWALL
 QO0523_STAMPING: 2721 A 1967
 QO0523_MARK LOGO: MNHD  
 QO0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0523+STABILITY: SURFACE MOTION
 QO0523
 QO0523  HISTORY     - Date     Condition        Report By
 QO0523  HISTORY     - 1967     MONUMENTED       MNHD
 QO0523  HISTORY     - 1980     GOOD             USGS
 QO0523  HISTORY     - 19800116 GOOD             MNDT
 QO0523  HISTORY     - 19810928 GOOD             MNDT
 QO0523  HISTORY     - 20070726 GOOD             MNDT
 QO0523  HISTORY     - 20080819 GOOD             MNDT
 QO0523
 QO0523                          STATION DESCRIPTION
 QO0523
 QO0523'DESCRIBED BY MN HIGHWAY DEPT 1967
 QO0523'1.3 MI SE FROM OSSEO.
 QO0523'MARK IS LOCATED IN THE SE1/4, SECTION 19, T119N, R21W.  ABOUT 1.3
 QO0523'MILES SOUTHEAST OF OSSEO ALONG T.H. 152 AND T.H. 52.  MARK IS A
 QO0523'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2721 A 1967, SET
 QO0523'IN THE SOUTHEAST CORNER OF THE HEADWALL OF A BOX CULVERT AT SHINGLE
 QO0523'CREEK.
 QO0523
 QO0523                          STATION RECOVERY (1980)
 QO0523
 QO0523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QO0523'THE MARK IS 0.3 MILES NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS
 QO0523'JUNCTION WITH TRUNK HIGHWAY 152 IN BROOKLYN PARK. IT IS A STANDARD
 QO0523'MNHD DISK SET IN THE SOUTH END OF THE EAST HEADWALL OF A BOX CULVERT
 QO0523'(TRUNK HIGHWAY'S 52 AND 152 OVER SHINGLE CREEK), AT TRUNK HIGHWAY 52
 QO0523'MILE POINT 151.2.
 QO0523
 QO0523                          STATION RECOVERY (1980)
 QO0523
 QO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0523'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE SE 1/4 OF
 QO0523'SECTION 19, T119N, R21W, AT THE TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 QO0523'152 CROSSING OVER SHINGLE CREEK, 0.3 MI (0.5 KM) NORTHWEST ALONG
 QO0523'TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 152 IN BROOKLYN
 QO0523'PARK.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2721 A
 QO0523'1967---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF
 QO0523'THE EAST HEADWALL OF A BOX CULVERT.  THE MARK IS AT TRUNK HIGHWAY 52
 QO0523'MILEPOINT 151.2.
 QO0523
 QO0523                          STATION RECOVERY (1981)
 QO0523
 QO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0523'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.3 MI (0.5 KM)
 QO0523'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 QO0523'152 IN BROOKLYN PARK, NEAR HIGHWAY 52 MILEPOINT 151.2, IN THE SE 1/4
 QO0523'OF SECTION 19, T119N, R21W.  THE MARK IS 30 FT (9.1 M) NORTHEAST OF
 QO0523'AND 3 FT (0.9 M) LOWER THAN THE WESTBOUND HIGHWAY 52 CENTERLINE IN
 QO0523'THE HEADWALL IN THE SOUTHEAST CORNER OF A 9 FOOT BY 8 FOOT DEEP BOX
 QO0523'CULVERT UNDER HIGHWAY 52 AT SHINGLE CREEK.  THE MARK, A STANDARD MNHD
 QO0523'BENCH MARK DISK STAMPED---2721 A 1967---, IS CEMENTED IN A DRILL HOLE
 QO0523'IN THE HEADWALL.
 QO0523
 QO0523                          STATION RECOVERY (2007)
 QO0523
 QO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0523'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF HAMEL,
 QO0523'6.8 MI (10.9 KM) SOUTH OF ANOKA AND 1.6 MI (2.6 KM) SOUTH-SOUTHEAST OF
 QO0523'OSSEO.
 QO0523' 
 QO0523'TO REACH TO THE MARK AT BROOKLYN PARK, 0.3 MI (0.5 KM) NORTHWEST OF
 QO0523'THE JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 152, IN SOUTHEAST
 QO0523'CORNER OF COUNTY ROAD 81 BOX CULVERT AT SHINGLE CREEK, 30 FT (9.1 M)
 QO0523'NORTHEAST OF WESTBOUND COUNTY ROAD 81.
 QO0523
 QO0523                          STATION RECOVERY (2008)
 QO0523
 QO0523'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 QO0523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6705 ***********************************************************************
 DL6705  DESIGNATION -  2721 AA
 DL6705  PID         -  DL6705
 DL6705  STATE/COUNTY-  MN/HENNEPIN
 DL6705  COUNTRY     -  US
 DL6705  USGS QUAD   -  OSSEO (1993)
 DL6705
 DL6705                         *CURRENT SURVEY CONTROL
 DL6705  ______________________________________________________________________
 DL6705* NAD 83(2007) POSITION- 45 06 40.47053(N) 093 23 46.13095(W)   ADJUSTED  
 DL6705* NAD 83(2007) ELLIP HT-   243.410 (meters)        (03/18/10)   ADJUSTED
 DL6705* NAD 83(2007) EPOCH   -  2002.00
 DL6705* NAVD 88 ORTHO HEIGHT -   270.88   (meters)     888.7   (feet) LEVELING  
 DL6705  ______________________________________________________________________
 DL6705  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DL6705  NAD 83(2007) X  -   -267,110.530 (meters)                     COMP
 DL6705  NAD 83(2007) Y  - -4,501,093.820 (meters)                     COMP
 DL6705  NAD 83(2007) Z  -  4,496,254.061 (meters)                     COMP
 DL6705  LAPLACE CORR    -          4.27  (seconds)                    DEFLEC09
 DL6705  HORZ ORDER      -  FIRST
 DL6705  VERT ORDER      -  THIRD
 DL6705  ELLP ORDER      -  THIRD     CLASS II
 DL6705
 DL6705.The horizontal coordinates were established by GPS observations
 DL6705.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6705
 DL6705.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6705.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6705
 DL6705.The horizontal coordinates are valid at the epoch date displayed above
 DL6705.which is a decimal equivalence of Year/Month/Day.
 DL6705
 DL6705.The orthometric height was determined by differential leveling.
 DL6705.The vertical network tie was performed by a horz. field party for horz.
 DL6705.obs reductions. Reset procedures were used to establish the elevation.
 DL6705
 DL6705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6705
 DL6705.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6705
 DL6705.The ellipsoidal height was determined by GPS observations
 DL6705.and is referenced to NAD 83.
 DL6705
 DL6705. The following values were computed from the NAD 83(2007) position.
 DL6705
 DL6705;                    North         East     Units Scale Factor Converg.
 DL6705;SPC MN S     -   334,764.527   847,518.194   MT  0.99997867   +0 25 23.7
 DL6705;SPC MN S     - 1,098,306.62  2,780,565.94   sFT  0.99997867   +0 25 23.7
 DL6705;UTM  15      - 4,995,384.400   468,837.994   MT  0.99961194   -0 16 50.4
 DL6705
 DL6705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6705!SPC MN S     -   0.99996184  x   0.99997867  =   0.99994051
 DL6705!UTM  15      -   0.99996184  x   0.99961194  =   0.99957379
 DL6705
 DL6705:                Primary Azimuth Mark                     Grid Az
 DL6705:SPC MN S     -  2750 AC                                  052 00 54.1
 DL6705:UTM  15      -  2750 AC                                  052 43 08.2
 DL6705
 DL6705|---------------------------------------------------------------------|
 DL6705| PID    Reference Object                     Distance      Geod. Az  |
 DL6705|                                                           dddmmss.s |
 DL6705| DL6714 2750 AC                             416.025 METERS 0522617.8 |
 DL6705| DL6713 2750 AB                             318.787 METERS 10251     |
 DL6705| DL6711 2721 Z                              292.463 METERS 14101     |
 DL6705| DL6709 2721 X                              251.946 METERS 16238     |
 DL6705| DL6710 2721 Y                              302.844 METERS 18154     |
 DL6705|---------------------------------------------------------------------|
 DL6705
 DL6705                          SUPERSEDED SURVEY CONTROL
 DL6705
 DL6705.No superseded survey control is available for this station.
 DL6705
 DL6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6883795384(NAD 83)
 DL6705
 DL6705_MARKER: I = METAL ROD
 DL6705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6705_STAMPING: 2721 AA 2008
 DL6705_MARK LOGO: MNDT  
 DL6705_PROJECTION: RECESSED 5 CENTIMETERS
 DL6705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6705+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6705_ROD/PIPE-DEPTH: 15.2 meters
 DL6705
 DL6705  HISTORY     - Date     Condition        Report By
 DL6705  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6705  HISTORY     - 2008     GOOD             MNDT
 DL6705
 DL6705                          STATION DESCRIPTION
 DL6705
 DL6705'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6705'THE MARK IS IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6705'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE NORTH),
 DL6705'57.8 FEET NORTH-NORTHEAST OF LEFT TURN LANE SIGN, 45.4 FEET EAST OF
 DL6705'SOUTHBOUND COUNTY ROAD 81, 33.6 FEET SOUTHWEST OF NORTHBOUND COUNTY
 DL6705'ROAD 81, IN THE MEDIAN, 57.8 FEET NORTH-NORTHEAST OF WITNESS POST.
 DL6705
 DL6705                          STATION RECOVERY (2008)
 DL6705
 DL6705'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6706 ***********************************************************************
 DL6706  DESIGNATION -  2721 AB
 DL6706  PID         -  DL6706
 DL6706  STATE/COUNTY-  MN/HENNEPIN
 DL6706  COUNTRY     -  US
 DL6706  USGS QUAD   -  OSSEO (1993)
 DL6706
 DL6706                         *CURRENT SURVEY CONTROL
 DL6706  ______________________________________________________________________
 DL6706* NAD 83(2007) POSITION- 45 06 27.69641(N) 093 23 40.05070(W)   ADJUSTED  
 DL6706* NAD 83(2007) ELLIP HT-   241.957 (meters)        (03/18/10)   ADJUSTED
 DL6706* NAD 83(2007) EPOCH   -  2002.00
 DL6706* NAVD 88 ORTHO HEIGHT -   269.39   (meters)     883.8   (feet) LEVELING  
 DL6706  ______________________________________________________________________
 DL6706  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DL6706  NAD 83(2007) X  -   -266,994.329 (meters)                     COMP
 DL6706  NAD 83(2007) Y  - -4,501,379.564 (meters)                     COMP
 DL6706  NAD 83(2007) Z  -  4,495,974.711 (meters)                     COMP
 DL6706  LAPLACE CORR    -          4.06  (seconds)                    DEFLEC09
 DL6706  HORZ ORDER      -  FIRST
 DL6706  VERT ORDER      -  THIRD
 DL6706  ELLP ORDER      -  THIRD     CLASS II
 DL6706
 DL6706.The horizontal coordinates were established by GPS observations
 DL6706.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6706
 DL6706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6706.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6706
 DL6706.The horizontal coordinates are valid at the epoch date displayed above
 DL6706.which is a decimal equivalence of Year/Month/Day.
 DL6706
 DL6706.The orthometric height was determined by differential leveling.
 DL6706.The vertical network tie was performed by a horz. field party for horz.
 DL6706.obs reductions. Reset procedures were used to establish the elevation.
 DL6706
 DL6706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6706
 DL6706.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6706
 DL6706.The ellipsoidal height was determined by GPS observations
 DL6706.and is referenced to NAD 83.
 DL6706
 DL6706. The following values were computed from the NAD 83(2007) position.
 DL6706
 DL6706;                    North         East     Units Scale Factor Converg.
 DL6706;SPC MN S     -   334,371.186   847,654.020   MT  0.99997802   +0 25 28.0
 DL6706;SPC MN S     - 1,097,016.13  2,781,011.56   sFT  0.99997802   +0 25 28.0
 DL6706;UTM  15      - 4,994,989.565   468,968.929   MT  0.99961184   -0 16 46.0
 DL6706
 DL6706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6706!SPC MN S     -   0.99996207  x   0.99997802  =   0.99994009
 DL6706!UTM  15      -   0.99996207  x   0.99961184  =   0.99957392
 DL6706
 DL6706:                Primary Azimuth Mark                     Grid Az
 DL6706:SPC MN S     -  2721 AA                                  340 56 58.4
 DL6706:UTM  15      -  2721 AA                                  341 39 12.4
 DL6706
 DL6706|---------------------------------------------------------------------|
 DL6706| PID    Reference Object                     Distance      Geod. Az  |
 DL6706|                                                           dddmmss.s |
 DL6706| DL6711 2721 Z                              174.628 METERS 01700     |
 DL6706| DL6710 2721 Y                              169.840 METERS 30240     |
 DL6706| DL6709 2721 X                              164.350 METERS 33927     |
 DL6706| DL6705 2721 AA                             416.141 METERS 3412226.4 |
 DL6706|---------------------------------------------------------------------|
 DL6706
 DL6706                          SUPERSEDED SURVEY CONTROL
 DL6706
 DL6706.No superseded survey control is available for this station.
 DL6706
 DL6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6896894989(NAD 83)
 DL6706
 DL6706_MARKER: I = METAL ROD
 DL6706_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6706_STAMPING: 2721 AB 2008
 DL6706_MARK LOGO: MNDT  
 DL6706_PROJECTION: RECESSED 5 CENTIMETERS
 DL6706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6706+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6706_ROD/PIPE-DEPTH:  7.6 meters
 DL6706
 DL6706  HISTORY     - Date     Condition        Report By
 DL6706  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6706  HISTORY     - 2008     GOOD             MNDT
 DL6706
 DL6706                          STATION DESCRIPTION
 DL6706
 DL6706'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6706'THE MARK IS IN BROOKLYN PARK, 265 FEET SOUTHEAST ALONG COUNTY 81 FROM
 DL6706'THE JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE),
 DL6706'141.2 FEET SOUTHWEST OF POWER POLE, 136.2 FEET SOUTH-SOUTHWEST OF
 DL6706'SOUTHBOUND COUNTY ROAD 81, 1.0 FOOT EAST OF WITNESS POST.
 DL6706
 DL6706                          STATION RECOVERY (2008)
 DL6706
 DL6706'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6706'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2324 ***********************************************************************
 QO2324  DESIGNATION -  2721 B
 QO2324  PID         -  QO2324
 QO2324  STATE/COUNTY-  MN/HENNEPIN
 QO2324  COUNTRY     -  US
 QO2324  USGS QUAD   -  OSSEO (1993)
 QO2324
 QO2324                         *CURRENT SURVEY CONTROL
 QO2324  ______________________________________________________________________
 QO2324* NAD 83(1986) POSITION- 45 06 52.     (N) 093 24 04.     (W)   SCALED    
 QO2324* NAVD 88 ORTHO HEIGHT -   271.265  (meters)     889.98  (feet) ADJUSTED  
 QO2324  ______________________________________________________________________
 QO2324  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 QO2324  DYNAMIC HEIGHT  -        271.255 (meters)      889.94  (feet) COMP
 QO2324  MODELED GRAVITY -    980,572.2   (mgal)                       NAVD 88
 QO2324
 QO2324  VERT ORDER      -  SECOND    CLASS II
 QO2324
 QO2324.The horizontal coordinates were scaled from a topographic map and have
 QO2324.an estimated accuracy of +/- 6 seconds.
 QO2324.
 QO2324.The orthometric height was determined by differential leveling and
 QO2324.adjusted in June 1995.
 QO2324
 QO2324.The dynamic height is computed by dividing the NAVD 88
 QO2324.geopotential number by the normal gravity value computed on the
 QO2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2324.degrees latitude (g = 980.6199 gals.).
 QO2324
 QO2324.The modeled gravity was interpolated from observed gravity values.
 QO2324
 QO2324;                    North         East    Units  Estimated Accuracy
 QO2324;SPC MN S     -   335,120.      847,130.      MT  (+/- 180 meters Scaled)
 QO2324
 QO2324                          SUPERSEDED SURVEY CONTROL
 QO2324
 QO2324.No superseded survey control is available for this station.
 QO2324
 QO2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK684957(NAD 83)
 QO2324
 QO2324_MARKER: DB = BENCH MARK DISK
 QO2324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2324_SP_SET: METAL ROD WITH BASE PLATE
 QO2324_STAMPING: 2721 B 1980
 QO2324_MARK LOGO: MNDT  
 QO2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2324+STABILITY: SURFACE MOTION
 QO2324
 QO2324  HISTORY     - Date     Condition        Report By
 QO2324  HISTORY     - 1980     MONUMENTED       MNDT
 QO2324  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 QO2324  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2324  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2324
 QO2324                          STATION DESCRIPTION
 QO2324
 QO2324'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2324'IN OSSEO.
 QO2324'THE MARK IS LOCATED IN THE TOWN OF OSSEO, IN THE SW 1/4 OF SECTION
 QO2324'18, T119N, R21W, ALONG THE BURLINGTON NORTHERN RAILROAD, 0.1 MILE
 QO2324'SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS NORTH JUNCTION WITH TRUNK
 QO2324'HIGHWAY 152 IN OSSEO.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2324'MONUMENT DISK STAMPED---2721 B 1980---, IS SET ON TOP OF 8 FEET OF
 QO2324'COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO
 QO2324'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE
 QO2324'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 40 FEET
 QO2324'SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD, 73 FEET WEST OF A
 QO2324'POWER POLE, 50.5 FEET EAST-SOUTHEAST OF A POWER POLE WITH A
 QO2324'TRANSFORMER, 43 FEET NORTH OF THE NORTH RAIL OF THE BURLINGTON
 QO2324'NORTHERN RAILROAD, AND 2.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 QO2324'OSSEO RAILROAD DEPOT.
 QO2324
 QO2324                          STATION RECOVERY (2002)
 QO2324
 QO2324'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO2324'MARK NOT FOUND.
 QO2324
 QO2324                          STATION RECOVERY (2005)
 QO2324
 QO2324'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2324'GPS LOCATION IS IN AN ASPHAULT TURN AROUND.  DEPOT HAS BEEN REMOVED.
 QO2324'MARK PROBABLY DESTROYED.
 QO2324
 QO2324                          STATION RECOVERY (2007)
 QO2324
 QO2324'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2324'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF HAMEL, 5.8 MI
 QO2324'(9.3 KM) SOUTH OF ANOKA AND 0.4 MI (0.6 KM) SOUTH OF OSSEO.
 QO2324' 
 QO2324'TO REACH TO THE MARK IN OSSEO, 0.1 MI (0.2 KM) SOUTHEAST OF THE
 QO2324'JUNCTION OF TRUNK HIGHWAY 52 AND TRUNK HIGHWAY 152, 40 FT (12.2 M)
 QO2324'SOUTH OF SOUTH FRONTAGE ROAD OF TRUNK HIGHWAY 52, 73 FT (22.3 M) WEST
 QO2324'OF POWER POLE, 50.5 FT (15.4 M) EAST-SOUTHEAST OF POWER POLE WITH
 QO2324'TRANSFORMER, 43 FT (13.1 M) NORTH OF NORTH RAIL OF RAILROAD, 2.5 FT
 QO2324'(0.8 M) EAST OF THE NORTHEAST CORNER OF OSSEO RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2325 ***********************************************************************
 QO2325  DESIGNATION -  2721 C
 QO2325  PID         -  QO2325
 QO2325  STATE/COUNTY-  MN/HENNEPIN
 QO2325  COUNTRY     -  US
 QO2325  USGS QUAD   -  OSSEO (1993)
 QO2325
 QO2325                         *CURRENT SURVEY CONTROL
 QO2325  ______________________________________________________________________
 QO2325* NAD 83(1986) POSITION- 45 06 31.23   (N) 093 23 41.73   (W)   HD_HELD1  
 QO2325* NAVD 88 ORTHO HEIGHT -   269.979  (meters)     885.76  (feet) ADJUSTED  
 QO2325  ______________________________________________________________________
 QO2325  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO2325  DYNAMIC HEIGHT  -        269.970 (meters)      885.73  (feet) COMP
 QO2325  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 QO2325
 QO2325  VERT ORDER      -  SECOND    CLASS II
 QO2325
 QO2325.The horizontal coordinates were established by differentially corrected
 QO2325.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2325.
 QO2325.The orthometric height was determined by differential leveling and
 QO2325.adjusted in June 1995.
 QO2325
 QO2325.Photographs are available for this station.
 QO2325
 QO2325.The dynamic height is computed by dividing the NAVD 88
 QO2325.geopotential number by the normal gravity value computed on the
 QO2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2325.degrees latitude (g = 980.6199 gals.).
 QO2325
 QO2325.The modeled gravity was interpolated from observed gravity values.
 QO2325
 QO2325;                    North         East    Units  Estimated Accuracy
 QO2325;SPC MN S     -   334,480.0     847,616.5     MT  (+/- 3 meters HH1 GPS) 
 QO2325
 QO2325                          SUPERSEDED SURVEY CONTROL
 QO2325
 QO2325.No superseded survey control is available for this station.
 QO2325
 QO2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6893295098(NAD 83)
 QO2325
 QO2325_MARKER: DV = VERTICAL CONTROL DISK
 QO2325_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2325+WITH SETTING: INTO GROUND
 QO2325_SP_SET: METAL ROD WITH BASE PLATE
 QO2325_STAMPING: 2721 C 1980
 QO2325_MARK LOGO: MNDT  
 QO2325_PROJECTION: RECESSED 3 CENTIMETERS
 QO2325_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2325+STABILITY: SURFACE MOTION
 QO2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2325+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO2325
 QO2325  HISTORY     - Date     Condition        Report By
 QO2325  HISTORY     - 1980     MONUMENTED       MNDT
 QO2325  HISTORY     - 19810928 GOOD             MNDT
 QO2325  HISTORY     - 20070726 GOOD             MNDT
 QO2325  HISTORY     - 20080522 GOOD             MNDT
 QO2325
 QO2325                          STATION DESCRIPTION
 QO2325
 QO2325'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2325'IN BROOKLYN PARK.
 QO2325'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NW 1/4 OF
 QO2325'SECTION 19, T119, R21W, IN THE SOUTHWEST CORNER OF THE INTERSECTION
 QO2325'OF TRUNK HIGHWAY 52 AND COUNTY ROAD 109, 1.1 MILES NORTHWEST ALONG
 QO2325'TRUNK HIGHWAY 52 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 152 IN
 QO2325'BROOKLYN PARK.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2325'DISK STAMPED---2721 C 1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2325'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM
 QO2325'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS
 QO2325'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 98 FEET SOUTHWEST
 QO2325'OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 52 AT
 QO2325'MILEPOINT 152.0, 70 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 109,
 QO2325'42 FEET SOUTHEAST OF A POWER POLE, AND 0.6 FOOT EAST OF A STEEL
 QO2325'WITNESS POST.
 QO2325
 QO2325                          STATION RECOVERY (1981)
 QO2325
 QO2325'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO2325'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.6 MI (1.0 KM)
 QO2325'SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS NORTH JUNCTION WITH TRUNK
 QO2325'HIGHWAY 152 IN OSSEO, HIGHWAY 52 MILEPOST 152, IN THE NW 1/4 OF
 QO2325'SECTION 19, T119N, R21W.  THE MARK IS 98 FT (29.9 M) SOUTHWEST OF
 QO2325'THE EASTBOUND HIGHWAY 52 CENTERLINE, 94 FT (28.7 M) NORTHWEST OF
 QO2325'MILEPOST 152, 70 FT (21.3 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 QO2325'109, 65.5 FT (20.0 M) NORTHWEST OF A BURIED CABLE MARKER, 48.7 FT
 QO2325'(14.8 M) WEST-NORTHWEST OF THE WEST END OF A 24 INCH CONCRETE
 QO2325'CULVERT UNDER HIGHWAY 52, 42 FT (12.8 M) SOUTH-SOUTHEAST OF A POWER
 QO2325'POLE WITH AN ARC LIGHT, 41.5 FT (12.6 M) SOUTH-SOUTHEAST OF THE
 QO2325'SOUTH END OF A 15 INCH METAL CULVERT UNDER COUNTY ROAD 109, AND 0.6
 QO2325'FT (0.2 M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2325'VERTICAL CONTROL MARK DISK STAMPED---2721 C 1980---, IS SET ON TOP OF
 QO2325'AN 8 FOOT COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST
 QO2325'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN THE BOTTOM OF
 QO2325'A 6 INCH DIAMETER HOLE WHICH WAS THEN BACKFILLED.
 QO2325
 QO2325                          STATION RECOVERY (2007)
 QO2325
 QO2325'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2325'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF HAMEL, 6.2 MI
 QO2325'(10.0 KM) SOUTH OF ANOKA AND 0.8 MI (1.3 KM) SOUTH-SOUTHEAST OF OSSEO.
 QO2325'TO REACH TO THE MARK IN BROOKLYN PARK, IN SOUTHWEST CORNER OF THE
 QO2325'JUNCTION COUNTY ROAD 109 AND COUNTY ROAD 81, 98 FT (29.9 M) SOUTHWEST
 QO2325'OF EASTBOUND COUNTY ROAD 81, MILE POINT 152, 70 FT (21.3 M) SOUTH OF
 QO2325'COUNTY ROAD 109, 42 FT (12.8 M) SOUTHEAST OF POWER POLE, 0.6 FT (0.2
 QO2325'M) EAST OF A WITNESS POST.
 QO2325
 QO2325                          STATION RECOVERY (2008)
 QO2325
 QO2325'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO2325'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2328 ***********************************************************************
 QO2328  DESIGNATION -  2721 F
 QO2328  PID         -  QO2328
 QO2328  STATE/COUNTY-  MN/HENNEPIN
 QO2328  COUNTRY     -  US
 QO2328  USGS QUAD   -  OSSEO (1993)
 QO2328
 QO2328                         *CURRENT SURVEY CONTROL
 QO2328  ______________________________________________________________________
 QO2328* NAD 83(2007) POSITION- 45 05 16.50995(N) 093 22 49.53023(W)   ADJUSTED  
 QO2328* NAD 83(2007) ELLIP HT-   240.593 (meters)        (03/18/10)   ADJUSTED
 QO2328* NAD 83(2007) EPOCH   -  2002.00
 QO2328* NAVD 88 ORTHO HEIGHT -   267.914  (meters)     878.98  (feet) ADJUSTED  
 QO2328  ______________________________________________________________________
 QO2328  NAD 83(2007) X  -   -265,983.527 (meters)                     COMP
 QO2328  NAD 83(2007) Y  - -4,502,997.773 (meters)                     COMP
 QO2328  NAD 83(2007) Z  -  4,494,422.432 (meters)                     COMP
 QO2328  LAPLACE CORR    -          2.71  (seconds)                    DEFLEC09
 QO2328  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 QO2328  DYNAMIC HEIGHT  -        267.908 (meters)      878.96  (feet) COMP
 QO2328  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 QO2328
 QO2328  HORZ ORDER      -  FIRST
 QO2328  VERT ORDER      -  SECOND    CLASS II
 QO2328  ELLP ORDER      -  THIRD     CLASS II
 QO2328
 QO2328.The horizontal coordinates were established by GPS observations
 QO2328.and adjusted by the MN DEPT OF TRANSP in March 2010.
 QO2328
 QO2328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2328
 QO2328.The horizontal coordinates are valid at the epoch date displayed above
 QO2328.which is a decimal equivalence of Year/Month/Day.
 QO2328
 QO2328.The orthometric height was determined by differential leveling and
 QO2328.adjusted in June 1995.
 QO2328
 QO2328.Photographs are available for this station.
 QO2328
 QO2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2328
 QO2328.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2328
 QO2328.The ellipsoidal height was determined by GPS observations
 QO2328.and is referenced to NAD 83.
 QO2328
 QO2328.The dynamic height is computed by dividing the NAVD 88
 QO2328.geopotential number by the normal gravity value computed on the
 QO2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2328.degrees latitude (g = 980.6199 gals.).
 QO2328
 QO2328.The modeled gravity was interpolated from observed gravity values.
 QO2328
 QO2328. The following values were computed from the NAD 83(2007) position.
 QO2328
 QO2328;                    North         East     Units Scale Factor Converg.
 QO2328;SPC MN S     -   332,182.018   848,775.040   MT  0.99997442   +0 26 03.4
 QO2328;SPC MN S     - 1,089,833.84  2,784,689.44   sFT  0.99997442   +0 26 03.4
 QO2328;UTM  15      - 4,992,787.596   470,062.576   MT  0.99961102   -0 16 09.9
 QO2328
 QO2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2328!SPC MN S     -   0.99996228  x   0.99997442  =   0.99993670
 QO2328!UTM  15      -   0.99996228  x   0.99961102  =   0.99957331
 QO2328
 QO2328:                Primary Azimuth Mark                     Grid Az
 QO2328:SPC MN S     -  2721 W                                   335 31 35.9
 QO2328:UTM  15      -  2721 W                                   336 13 49.2
 QO2328
 QO2328|---------------------------------------------------------------------|
 QO2328| PID    Reference Object                     Distance      Geod. Az  |
 QO2328|                                                           dddmmss.s |
 QO2328| DL6708 2721 W                              APPROX. 1.6 KM 3355739.3 |
 QO2328|---------------------------------------------------------------------|
 QO2328
 QO2328                          SUPERSEDED SURVEY CONTROL
 QO2328
 QO2328  NAVD 88 (03/18/10)  267.92   (m)          879.0    (f) LEVELING    3  
 QO2328
 QO2328.Superseded values are not recommended for survey control.
 QO2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2328.See file dsdata.txt to determine how the superseded data were derived.
 QO2328
 QO2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7006292787(NAD 83)
 QO2328
 QO2328_MARKER: DV = VERTICAL CONTROL DISK
 QO2328_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2328+WITH SETTING: INTO GROUND
 QO2328_SP_SET: METAL ROD WITH BASE PLATE
 QO2328_STAMPING: 2721 F 1979
 QO2328_MARK LOGO: MNDT  
 QO2328_PROJECTION: FLUSH
 QO2328_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2328+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2328
 QO2328  HISTORY     - Date     Condition        Report By
 QO2328  HISTORY     - 19791001 MONUMENTED       MNDT
 QO2328  HISTORY     - 19810928 GOOD             MNDT
 QO2328  HISTORY     - 20070730 GOOD             MNDT
 QO2328  HISTORY     - 20080520 GOOD             MNDT
 QO2328  HISTORY     - 20080520 GOOD             MNDT
 QO2328
 QO2328                          STATION DESCRIPTION
 QO2328
 QO2328'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2328'IN BROOKLYN PARK.
 QO2328'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NE 1/4 OF
 QO2328'SECTION 29, T119N, R21W, ACROSS TRUNK HIGHWAY 52 FROM A ONE STORY
 QO2328'BRICK ROLLER SKATING RINK ADVERTISING THE NAME SKATE LAND, ALONG THE
 QO2328'BURLINGTON NORTHERN RAILROAD, 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY
 QO2328'52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLN PARK.  THE
 QO2328'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 F
 QO2328'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2328'WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 QO2328'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 84 FEET SOUTHWEST
 QO2328'OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 52 AT
 QO2328'MILEPOINT 150.4, 53 FEET NORTHEAST OF THE EAST RAIL OF THE BURLINGTON
 QO2328'NORTHERN RAILROAD, 8 FEET NORTHWEST OF A POWER POLE, AND 1 FOOT EAST
 QO2328'OF STEEL WITNESS POST.
 QO2328
 QO2328                          STATION RECOVERY (1981)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO2328'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.75 MI (1.21 KM)
 QO2328'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH INTERSTATE
 QO2328'HIGHWAY 94 IN BROOKLYN PARK, NEAR HIGHWAY 52 MILEPOINT 150.4, IN THE
 QO2328'NE 1/4 OF SECTION 29, T119N, R21W.  THE MARK IS 84 FT (25.6 M)
 QO2328'SOUTHWEST OF THE EASTBOUND CENTERLINE OF HIGHWAY 52 ACROSS THE HIGHWAY
 QO2328'FROM THE SKATE LAND 1-STORY BRICK ROLLER RINK, 53 FT (16.2 M)
 QO2328'NORTHEAST OF THE EAST RAIL OF THE RAILROAD, 8 FT (2.4 M) NORTHWEST OF
 QO2328'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2721 F 1980---,
 QO2328'IS ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF
 QO2328'SIGN POST BOLTED ON THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN THE
 QO2328'BOTTOM OF A 6 INCH DIAMETER HOLE WHICH IS BACKFILLED.
 QO2328
 QO2328                          STATION RECOVERY (2007)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2328'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF HAMEL,
 QO2328'7.6 MI (12.2 KM) SOUTH OF ANOKA AND 2.4 MI (3.9 KM) SOUTH-SOUTHEAST OF
 QO2328'OSSEO.
 QO2328' 
 QO2328'TO REACH TO THE MARK IN BROOKLYN PARK, 0.75 MI (1.2 KM) NORTHWEST OF
 QO2328'THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 52, AT TRUNK
 QO2328'HIGHWAY 52 MILE POINT 150.4, 84 FT (25.6 M) SOUTHWEST OF EASTBOUND
 QO2328'TRUNK HIGHWAY 52, 53 FT (16.2 M) NORTHEAST OF EAST RAIL OF RAILROAD, 8
 QO2328'FT (2.4 M) NORTHWEST OF POWER POLE, 4.0 FT (1.2 M) WEST OF A WITNESS
 QO2328'POST.
 QO2328
 QO2328                          STATION RECOVERY (2008)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2328'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2328'THE MARK IS IN BROOKLYN PARK, 0.75 MILE NORTHWEST ON COUNTY ROAD
 QO2328'81/TRUNK HIGHWAY 278 FROM JUNCTION OF INTERSTATE HIGHWAY 94/TRUNK
 QO2328'HIGHWAY 694 AND COUNTY ROAD 81, 84.0 FEET SOUTHWEST OF EASTBOUND
 QO2328'COUNTY ROAD 81, 53.0 FEET NORTHEAST OF EAST RAIL OF RAILROAD, 8.0 FEET
 QO2328'NORTHWEST OF POWER POLE, 4.0 FEET WEST OF WITNESS POST.
 QO2328
 QO2328                          STATION RECOVERY (2008)
 QO2328
 QO2328'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2328'THE MARK IS IN BROOKLYN PARK.
 QO2328' 
 QO2328'0.75 MI NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 94/TRUNK
 QO2328'HIGHWAY 694/52 AND COUNTY ROAD 81.
 QO2328' 
 QO2328'IT IS 84.0 FT (25.6 M) SOUTHWEST OF EASTBOUND COUNTY ROAD 81, 53 FT
 QO2328'(16.2 M) NORTHEAST OF EAST RAIL OF RAILROAD, 8.0 FT (2.4 M) NORTHWEST
 QO2328'OF POWER POLE, 4.0 FT (1.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2329 ***********************************************************************
 QO2329  DESIGNATION -  2721 G
 QO2329  PID         -  QO2329
 QO2329  STATE/COUNTY-  MN/HENNEPIN
 QO2329  COUNTRY     -  US
 QO2329  USGS QUAD   -  OSSEO (1993)
 QO2329
 QO2329                         *CURRENT SURVEY CONTROL
 QO2329  ______________________________________________________________________
 QO2329* NAD 83(2007) POSITION- 45 05 00.12869(N) 093 22 36.11276(W)   ADJUSTED  
 QO2329* NAD 83(2007) ELLIP HT-   240.799 (meters)        (03/18/10)   ADJUSTED
 QO2329* NAD 83(2007) EPOCH   -  2002.00
 QO2329* NAVD 88 ORTHO HEIGHT -   268.098  (meters)     879.58  (feet) ADJUSTED  
 QO2329  ______________________________________________________________________
 QO2329  NAD 83(2007) X  -   -265,711.710 (meters)                     COMP
 QO2329  NAD 83(2007) Y  - -4,503,372.717 (meters)                     COMP
 QO2329  NAD 83(2007) Z  -  4,494,065.518 (meters)                     COMP
 QO2329  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC09
 QO2329  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 QO2329  DYNAMIC HEIGHT  -        268.093 (meters)      879.57  (feet) COMP
 QO2329  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 QO2329
 QO2329  HORZ ORDER      -  FIRST
 QO2329  VERT ORDER      -  SECOND    CLASS II
 QO2329  ELLP ORDER      -  THIRD     CLASS II
 QO2329
 QO2329.The horizontal coordinates were established by GPS observations
 QO2329.and adjusted by the MN DEPT OF TRANSP in March 2010.
 QO2329
 QO2329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2329.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2329
 QO2329.The horizontal coordinates are valid at the epoch date displayed above
 QO2329.which is a decimal equivalence of Year/Month/Day.
 QO2329
 QO2329.The orthometric height was determined by differential leveling and
 QO2329.adjusted in June 1995.
 QO2329
 QO2329.Photographs are available for this station.
 QO2329
 QO2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2329
 QO2329.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2329
 QO2329.The ellipsoidal height was determined by GPS observations
 QO2329.and is referenced to NAD 83.
 QO2329
 QO2329.The dynamic height is computed by dividing the NAVD 88
 QO2329.geopotential number by the normal gravity value computed on the
 QO2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2329.degrees latitude (g = 980.6199 gals.).
 QO2329
 QO2329.The modeled gravity was interpolated from observed gravity values.
 QO2329
 QO2329. The following values were computed from the NAD 83(2007) position.
 QO2329
 QO2329;                    North         East     Units Scale Factor Converg.
 QO2329;SPC MN S     -   331,678.580   849,072.298   MT  0.99997361   +0 26 12.8
 QO2329;SPC MN S     - 1,088,182.14  2,785,664.70   sFT  0.99997361   +0 26 12.8
 QO2329;UTM  15      - 4,992,280.729   470,353.523   MT  0.99961081   -0 16 00.3
 QO2329
 QO2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2329!SPC MN S     -   0.99996225  x   0.99997361  =   0.99993586
 QO2329!UTM  15      -   0.99996225  x   0.99961081  =   0.99957307
 QO2329
 QO2329:                Primary Azimuth Mark                     Grid Az
 QO2329:SPC MN S     -  2721 F                                   329 26 24.0
 QO2329:UTM  15      -  2721 F                                   330 08 37.1
 QO2329
 QO2329|---------------------------------------------------------------------|
 QO2329| PID    Reference Object                     Distance      Geod. Az  |
 QO2329|                                                           dddmmss.s |
 QO2329| QO2328 2721 F                              APPROX. 0.6 KM 3295236.8 |
 QO2329|---------------------------------------------------------------------|
 QO2329
 QO2329                          SUPERSEDED SURVEY CONTROL
 QO2329
 QO2329  NAVD 88 (03/18/10)  268.09   (m)          879.6    (f) LEVELING    3  
 QO2329
 QO2329.Superseded values are not recommended for survey control.
 QO2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2329.See file dsdata.txt to determine how the superseded data were derived.
 QO2329
 QO2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7035392280(NAD 83)
 QO2329
 QO2329_MARKER: DV = VERTICAL CONTROL DISK
 QO2329_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2329+WITH SETTING: INTO GROUND
 QO2329_SP_SET: METAL ROD WITH BASE PLATE
 QO2329_STAMPING: 2721 G 1980
 QO2329_MARK LOGO: MNDT  
 QO2329_PROJECTION: RECESSED 5 CENTIMETERS
 QO2329_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2329+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2329
 QO2329  HISTORY     - Date     Condition        Report By
 QO2329  HISTORY     - 19800401 MONUMENTED       MNDT
 QO2329  HISTORY     - 19810928 GOOD             MNDT
 QO2329  HISTORY     - 20070730 GOOD             MNDT
 QO2329  HISTORY     - 20080520 GOOD             MNDT
 QO2329  HISTORY     - 20080520 GOOD             MNDT
 QO2329
 QO2329                          STATION DESCRIPTION
 QO2329
 QO2329'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2329'IN BROOKLYN PARK.
 QO2329'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE SW 1/4 OF
 QO2329'SECTION 29, T119N, R21W, 0.4 MILE NORTHWEST ALONG TRUNK HIGHWAY 52
 QO2329'FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN PARK.  THE MARK,
 QO2329'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 G
 QO2329'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2329'WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 QO2329'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS 54 FEET NORTHEAST
 QO2329'OF THE CENTERLINE OF TRUNK HIGHWAY 52 AT MILEPOINT 150.05, 56 FEET
 QO2329'WEST OF THE CENTERLINE OF COUNTY ROAD 130, 88 FEET SOUTHEAST OF THE
 QO2329'SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 41 FEET SOUTHEAST OF A
 QO2329'LIGHT POLE, AND 1 FOOT WEST OF A STEEL WITNESS POST.
 QO2329
 QO2329                          STATION RECOVERY (1981)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO2329'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.4 MI (0.6 KM)
 QO2329'NORTHWEST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH INTERSTATE 94
 QO2329'IN BROOKLYN PARK, NEAR HIGHWAY 52 MILEPOINT 150.05, IN THE SW 1/4 OF
 QO2329'SECTION 29, T119N, R21W.  THE MARK IS 88 FT (26.8 M) SOUTHEAST OF
 QO2329'THE SOUTHEAST CORNER OF A SIGNAL CONTROL BOX, 56 FT (17.1 M) WEST OF
 QO2329'THE CENTERLINE OF COUNTY ROAD 130, 54 FT (16.5 M) NORTHEAST OF THE
 QO2329'CENTERLINE OF HIGHWAY 52 WESTBOUND, 41 FT (12.5 M) SOUTHEAST OF A
 QO2329'LIGHT POLE AND 1 FT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK,
 QO2329'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2721 G 1980---,
 QO2329'IS SET ON THE TOP OF AN 8 FOOT COPPER-CLAD STEEL ROD WITH 4 INCHES OF
 QO2329'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN THE
 QO2329'BOTTOM OF A 6 INCH DIAMETER HOLE WHICH IS THEN BACKFILLED.
 QO2329
 QO2329                          STATION RECOVERY (2007)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2329'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH OF ANOKA, 7.8 MI
 QO2329'(12.6 KM) EAST-NORTHEAST OF HAMEL AND 2.8 MI (4.5 KM) SOUTH-SOUTHEAST
 QO2329'OF OSSEO.
 QO2329' 
 QO2329'TO REACH TO THE MARK IN BROOKLYN PARK, 0.4 MI (0.6 KM) NORTHWEST OF
 QO2329'THE JUNCTION OF TRUNK HIGHWAY 52 AND INTERSTATE HIGHWAY 94, 54 FT
 QO2329'(16.5 M) NORTHEAST OF COUNTY ROAD 81, 103.2 FT (31.5 M) WEST-SOUTHWEST
 QO2329'OF WENDYS SIGN, 78.8 FT (24.0 M) SOUTH-SOUTHEAST OF SIGNAL POLE,
 QO2329'SOUTHEAST OF THE JUNCTION COUNTY ROAD 81 AND COUNTY ROAD 8, 41 FT
 QO2329'(12.5 M) SOUTHEAST OF LIGHT POLE, 1.0 FT (0.3 M) WEST OF A WITNESS
 QO2329'POST.
 QO2329
 QO2329                          STATION RECOVERY (2008)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2329'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2329'THE MARK IS IN BROOKLYN PARK, 0.4 MILE NORTHWEST ON COUNTY ROAD 81
 QO2329'FROM JUNCTION OF TRUNK HIGHWAY 81 AND INTERSTATE HIGHWAY 94, SOUTHEAST
 QO2329'OF JUNCTION COUNTY ROAD 81 AND COUNTY ROAD 8, 103.2 FEET
 QO2329'WEST-SOUTHWEST OF WENDYS SIGN, 78.8 FEET SOUTH-SOUTHEAST OF SIGNAL
 QO2329'POLE, 54.0 FEET NORTHEAST OF COUNTY ROAD 81, 41.0 FEET SOUTHEAST OF
 QO2329'LIGHT POLE, 1.0 FOOT WEST OF WITNESS POST.
 QO2329
 QO2329                          STATION RECOVERY (2008)
 QO2329
 QO2329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2329'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2364 ***********************************************************************
 QO2364  DESIGNATION -  2721 H
 QO2364  PID         -  QO2364
 QO2364  STATE/COUNTY-  MN/HENNEPIN
 QO2364  COUNTRY     -  US
 QO2364  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2364
 QO2364                         *CURRENT SURVEY CONTROL
 QO2364  ______________________________________________________________________
 QO2364* NAD 83(2007) POSITION- 45 04 15.18624(N) 093 22 07.13346(W)   ADJUSTED  
 QO2364* NAD 83(2007) ELLIP HT-   239.731 (meters)        (03/18/10)   ADJUSTED
 QO2364* NAD 83(2007) EPOCH   -  2002.00
 QO2364* NAVD 88 ORTHO HEIGHT -   266.951  (meters)     875.82  (feet) ADJUSTED  
 QO2364  ______________________________________________________________________
 QO2364  NAD 83(2007) X  -   -265,136.685 (meters)                     COMP
 QO2364  NAD 83(2007) Y  - -4,504,389.943 (meters)                     COMP
 QO2364  NAD 83(2007) Z  -  4,493,085.014 (meters)                     COMP
 QO2364  LAPLACE CORR    -          1.43  (seconds)                    DEFLEC09
 QO2364  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 QO2364  DYNAMIC HEIGHT  -        266.946 (meters)      875.81  (feet) COMP
 QO2364  MODELED GRAVITY -    980,591.9   (mgal)                       NAVD 88
 QO2364
 QO2364  HORZ ORDER      -  FIRST
 QO2364  VERT ORDER      -  SECOND    CLASS II
 QO2364  ELLP ORDER      -  THIRD     CLASS II
 QO2364
 QO2364.The horizontal coordinates were established by GPS observations
 QO2364.and adjusted by the MN DEPT OF TRANSP in March 2010.
 QO2364
 QO2364.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2364.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2364
 QO2364.The horizontal coordinates are valid at the epoch date displayed above
 QO2364.which is a decimal equivalence of Year/Month/Day.
 QO2364
 QO2364.The orthometric height was determined by differential leveling and
 QO2364.adjusted in June 1995.
 QO2364
 QO2364.Photographs are available for this station.
 QO2364
 QO2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2364
 QO2364.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2364
 QO2364.The ellipsoidal height was determined by GPS observations
 QO2364.and is referenced to NAD 83.
 QO2364
 QO2364.The dynamic height is computed by dividing the NAVD 88
 QO2364.geopotential number by the normal gravity value computed on the
 QO2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2364.degrees latitude (g = 980.6199 gals.).
 QO2364
 QO2364.The modeled gravity was interpolated from observed gravity values.
 QO2364
 QO2364. The following values were computed from the NAD 83(2007) position.
 QO2364
 QO2364;                    North         East     Units Scale Factor Converg.
 QO2364;SPC MN S     -   330,296.134   849,716.759   MT  0.99997141   +0 26 33.1
 QO2364;SPC MN S     - 1,083,646.57  2,787,779.07   sFT  0.99997141   +0 26 33.1
 QO2364;UTM  15      - 4,990,890.977   470,980.732   MT  0.99961035   -0 15 39.6
 QO2364
 QO2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2364!SPC MN S     -   0.99996242  x   0.99997141  =   0.99993383
 QO2364!UTM  15      -   0.99996242  x   0.99961035  =   0.99957278
 QO2364
 QO2364:                Primary Azimuth Mark                     Grid Az
 QO2364:SPC MN S     -  2721 G                                   335 00 22.8
 QO2364:UTM  15      -  2721 G                                   335 42 35.5
 QO2364
 QO2364|---------------------------------------------------------------------|
 QO2364| PID    Reference Object                     Distance      Geod. Az  |
 QO2364|                                                           dddmmss.s |
 QO2364| QO2329 2721 G                              APPROX. 1.5 KM 3352655.9 |
 QO2364|---------------------------------------------------------------------|
 QO2364
 QO2364                          SUPERSEDED SURVEY CONTROL
 QO2364
 QO2364  NAD 83(2007)-  45 04 15.18718(N)    093 22 07.13352(W) AD(       ) 0
 QO2364  ELLIP H (02/10/07)  239.622  (m)                       GP(       )    
 QO2364  NAD 83(1996)-  45 04 15.18568(N)    093 22 07.13286(W) AD(       ) 1
 QO2364  ELLIP H (03/16/99)  239.775  (m)                       GP(       ) 4 1
 QO2364  NAD 83(1986)-  45 04 15.17945(N)    093 22 07.12727(W) AD(       ) 1
 QO2364  NAVD 88 (04/09/98)  266.95   (m)          875.8    (f) LEVELING    3  
 QO2364
 QO2364.Superseded values are not recommended for survey control.
 QO2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2364.See file dsdata.txt to determine how the superseded data were derived.
 QO2364
 QO2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7098090890(NAD 83)
 QO2364
 QO2364_MARKER: DV = VERTICAL CONTROL DISK
 QO2364_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2364+WITH SETTING: INTO GROUND
 QO2364_SP_SET: METAL ROD WITH BASE PLATE
 QO2364_STAMPING: 2721 H 1979
 QO2364_MARK LOGO: MNDT  
 QO2364_PROJECTION: FLUSH
 QO2364_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2364+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2364
 QO2364  HISTORY     - Date     Condition        Report By
 QO2364  HISTORY     - 19790401 MONUMENTED       MNDT
 QO2364  HISTORY     - 19931001 GOOD             MNDT
 QO2364  HISTORY     - 20070801 GOOD             MNDT
 QO2364  HISTORY     - 20080520 GOOD             MNDT
 QO2364  HISTORY     - 20080520 GOOD             MNDT
 QO2364
 QO2364                          STATION DESCRIPTION
 QO2364
 QO2364'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2364'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE SW 1/4 OF
 QO2364'SECTION 32, T119N, R21W, 0.55 MI (0.89 KM) SOUTH ALONG TRUNK HIGHWAY
 QO2364'52 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 94 IN BROOKLYN CENTER.
 QO2364'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2364'STAMPED---2721 H 1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2364'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM
 QO2364'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS
 QO2364'FLUSH WITH SURFACE OF THE GROUND.  THE MARK IS AT TRUNK HIGHWAY 52
 QO2364'MILEPOINT 149.1, 83 FT (25.3 M) WEST OF THE NORTHWEST CORNER OF A
 QO2364'ONE STORY BRICK BUILDING NAMED LEE ELECTRIC, 67 FT (20.4 M) SOUTH OF
 QO2364'THE SOUTHWEST CORNER OF A ONE STORY BRICK GARAGE NAMED POHLMAN
 QO2364'IMPORTED USED CARS, 19 FT (5.8 M) NORTHEAST OF THE CENTERLINE OF THE
 QO2364'EAST FRONTAGE ROAD, 2.5 FT (0.8 M) SOUTH OF A POWER POLE, AND 1.0 FT
 QO2364'(0.3 M) WEST OF A STEEL WITNESS POST.
 QO2364
 QO2364                          STATION RECOVERY (1993)
 QO2364
 QO2364'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 QO2364'RECOVERED BY MNDT 1988. THE MARK WAS RECOVERED IN GOOD CONDITION AS
 QO2364'DESCRIBED IN 1980. RECOVERED BY MNDT 1993. THE MARK WAS RECOVERED IN
 QO2364'GOOD CONDITION AS DESCRIBED IN 1980.
 QO2364
 QO2364                          STATION RECOVERY (2007)
 QO2364
 QO2364'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2364'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTHWEST OF MINNEAPOLIS,
 QO2364'7.9 MI (12.7 KM) EAST-NORTHEAST OF HAMEL AND 3.7 MI (6.0 KM)
 QO2364'SOUTH-SOUTHEAST OF OSSEO.
 QO2364' 
 QO2364'TO REACH TO THE MARK IN BROOKLYN PARK, 0.55 MI (0.9 KM) SOUTH OF THE
 QO2364'JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 52, AT TRUNK
 QO2364'HIGHWAY 52 MILE POINT 149.1, 83 FT (25.3 M) WEST OF THE NORTHWEST
 QO2364'CORNER OF BRICK OFFICE, 67 FT (20.4 M) SOUTH OF THE SOUTHWEST CORNER
 QO2364'OF BRICK GARAGE, 19 FT (5.8 M) NORTHEAST OF EAST FRONTAGE ROAD, 2.5 FT
 QO2364'(0.8 M) SOUTH OF POWER POLE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 QO2364
 QO2364                          STATION RECOVERY (2008)
 QO2364
 QO2364'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2364'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2364'THE MARK IS IN BROOKLYN PARK, 0.55 MILE SOUTH ON COUNTY ROAD 81 FROM
 QO2364'JUNCTION OF INTERSTATE HIGHWAY 94/TRUNK HIGHWAY 52 AND TRUNK HIGHWAY
 QO2364'81, AT TRUNK HIGHWAY 52 MILEPOINT 149.1, 83.0 FEET WEST OF NORTHWEST
 QO2364'CORNER OF BRICK OFFICE, 67.0 FEET SOUTH OF SOUTHWEST CORNER OF BRICK
 QO2364'GARAGE, 19.0 FEET NORTHEAST OF EAST FRONTAGE ROAD, 2.5 FEET SOUTH OF
 QO2364'POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
 QO2364
 QO2364                          STATION RECOVERY (2008)
 QO2364
 QO2364'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2365 ***********************************************************************
 QO2365  DESIGNATION -  2721 J
 QO2365  PID         -  QO2365
 QO2365  STATE/COUNTY-  MN/HENNEPIN
 QO2365  COUNTRY     -  US
 QO2365  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2365
 QO2365                         *CURRENT SURVEY CONTROL
 QO2365  ______________________________________________________________________
 QO2365* NAD 83(1986) POSITION- 45 03 53.     (N) 093 21 53.     (W)   SCALED    
 QO2365* NAVD 88 ORTHO HEIGHT -   266.974  (meters)     875.90  (feet) ADJUSTED  
 QO2365  ______________________________________________________________________
 QO2365  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 QO2365  DYNAMIC HEIGHT  -        266.970 (meters)      875.88  (feet) COMP
 QO2365  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO2365
 QO2365  VERT ORDER      -  SECOND    CLASS II
 QO2365
 QO2365.The horizontal coordinates were scaled from a topographic map and have
 QO2365.an estimated accuracy of +/- 6 seconds.
 QO2365.
 QO2365.The orthometric height was determined by differential leveling and
 QO2365.adjusted in June 1995.
 QO2365
 QO2365.The dynamic height is computed by dividing the NAVD 88
 QO2365.geopotential number by the normal gravity value computed on the
 QO2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2365.degrees latitude (g = 980.6199 gals.).
 QO2365
 QO2365.The modeled gravity was interpolated from observed gravity values.
 QO2365
 QO2365;                    North         East    Units  Estimated Accuracy
 QO2365;SPC MN S     -   329,610.      850,030.      MT  (+/- 180 meters Scaled)
 QO2365
 QO2365                          SUPERSEDED SURVEY CONTROL
 QO2365
 QO2365.No superseded survey control is available for this station.
 QO2365
 QO2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK712902(NAD 83)
 QO2365
 QO2365_MARKER: DV = VERTICAL CONTROL DISK
 QO2365_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2365+WITH SETTING: INTO GROUND
 QO2365_SP_SET: METAL ROD WITH BASE PLATE
 QO2365_STAMPING: 2721 J 1980
 QO2365_MARK LOGO: MNDT  
 QO2365_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2365+STABILITY: SURFACE MOTION
 QO2365
 QO2365  HISTORY     - Date     Condition        Report By
 QO2365  HISTORY     - 1980     MONUMENTED       MNDT
 QO2365  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2365
 QO2365                          STATION DESCRIPTION
 QO2365
 QO2365'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2365'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE NE 1/4 OF SECTION
 QO2365'5, T118N, R21W, 1.1 MI (1.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM
 QO2365'ITS JUNCTION WITH INTERSTATE HIGHWAY 94 IN BROOKLYN PARK.  THE MARK,
 QO2365'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 J
 QO2365'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2365'WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES
 QO2365'OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH SURFACE OF
 QO2365'THE GROUND.  THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 148.55, 21 FT
 QO2365'(6.4 M) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD, 21 FT
 QO2365'(6.4 M) SOUTHEAST OF A TELEPHONE POLE, AND 3 FT (0.9 M) WEST OF THE
 QO2365'NORTHWEST CORNER OF THE BITUMINOUS PARKING LOT OF BUILDING NUMBER
 QO2365'6048 NAMED VILLAGE BUILDERS.
 QO2365
 QO2365                          STATION RECOVERY (2007)
 QO2365
 QO2365'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2365'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2366 ***********************************************************************
 QO2366  DESIGNATION -  2721 K
 QO2366  PID         -  QO2366
 QO2366  STATE/COUNTY-  MN/HENNEPIN
 QO2366  COUNTRY     -  US
 QO2366  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2366
 QO2366                         *CURRENT SURVEY CONTROL
 QO2366  ______________________________________________________________________
 QO2366* NAD 83(2007) POSITION- 45 03 30.50287(N) 093 21 37.84288(W)   ADJUSTED  
 QO2366* NAD 83(2007) ELLIP HT-   238.490 (meters)        (02/10/07)   ADJUSTED
 QO2366* NAD 83(2007) EPOCH   -  2002.00
 QO2366* NAVD 88 ORTHO HEIGHT -   265.778  (meters)     871.97  (feet) ADJUSTED  
 QO2366  ______________________________________________________________________
 QO2366  NAD 83(2007) X  -   -264,554.228 (meters)                     COMP
 QO2366  NAD 83(2007) Y  - -4,505,401.507 (meters)                     COMP
 QO2366  NAD 83(2007) Z  -  4,492,109.826 (meters)                     COMP
 QO2366  LAPLACE CORR    -          0.50  (seconds)                    DEFLEC09
 QO2366  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO2366  DYNAMIC HEIGHT  -        265.774 (meters)      871.96  (feet) COMP
 QO2366  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 QO2366
 QO2366  VERT ORDER      -  SECOND    CLASS II
 QO2366
 QO2366  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO2366  Type                                         Horiz  Ellip  Dist(km)
 QO2366  -------------------------------------------------------------------
 QO2366  NETWORK                                       1.01   2.00
 QO2366  -------------------------------------------------------------------
 QO2366  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.88   1.69      4.11
 QO2366  -------------------------------------------------------------------
 QO2366  NOTE: Click here for information on individual local accuracy
 QO2366  values and other accuracy information.
 QO2366
 QO2366
 QO2366.This mark is at Crystal Airport (MIC)
 QO2366
 QO2366.The horizontal coordinates were established by GPS observations
 QO2366.and adjusted by the National Geodetic Survey in February 2007.
 QO2366
 QO2366.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2366.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2366
 QO2366.The horizontal coordinates are valid at the epoch date displayed above
 QO2366.which is a decimal equivalence of Year/Month/Day.
 QO2366
 QO2366.The orthometric height was determined by differential leveling and
 QO2366.adjusted in June 1995.
 QO2366
 QO2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2366
 QO2366.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2366
 QO2366.The ellipsoidal height was determined by GPS observations
 QO2366.and is referenced to NAD 83.
 QO2366
 QO2366.The dynamic height is computed by dividing the NAVD 88
 QO2366.geopotential number by the normal gravity value computed on the
 QO2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2366.degrees latitude (g = 980.6199 gals.).
 QO2366
 QO2366.The modeled gravity was interpolated from observed gravity values.
 QO2366
 QO2366. The following values were computed from the NAD 83(2007) position.
 QO2366
 QO2366;                    North         East     Units Scale Factor Converg.
 QO2366;SPC MN S     -   328,921.809   850,368.240   MT  0.99996928   +0 26 53.6
 QO2366;SPC MN S     - 1,079,137.64  2,789,916.47   sFT  0.99996928   +0 26 53.6
 QO2366;UTM  15      - 4,989,509.255   471,615.062   MT  0.99960991   -0 15 18.7
 QO2366
 QO2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2366!SPC MN S     -   0.99996261  x   0.99996928  =   0.99993189
 QO2366!UTM  15      -   0.99996261  x   0.99960991  =   0.99957253
 QO2366
 QO2366:                Primary Azimuth Mark                     Grid Az
 QO2366:SPC MN S     -  2721 H                                   334 38 14.5
 QO2366:UTM  15      -  2721 H                                   335 20 26.8
 QO2366
 QO2366|---------------------------------------------------------------------|
 QO2366| PID    Reference Object                     Distance      Geod. Az  |
 QO2366|                                                           dddmmss.s |
 QO2366| QO2364 2721 H                              APPROX. 1.5 KM 3350508.1 |
 QO2366|---------------------------------------------------------------------|
 QO2366
 QO2366                          SUPERSEDED SURVEY CONTROL
 QO2366
 QO2366  NAD 83(1996)-  45 03 30.50138(N)    093 21 37.84223(W) AD(       ) 1
 QO2366  ELLIP H (03/16/99)  238.643  (m)                       GP(       ) 4 1
 QO2366  NAD 83(1986)-  45 03 30.49514(N)    093 21 37.83663(W) AD(       ) 1
 QO2366  NAVD 88 (04/09/98)  265.78   (m)          872.0    (f) LEVELING    3  
 QO2366
 QO2366.Superseded values are not recommended for survey control.
 QO2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2366.See file dsdata.txt to determine how the superseded data were derived.
 QO2366
 QO2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7161589509(NAD 83)
 QO2366
 QO2366_MARKER: DV = VERTICAL CONTROL DISK
 QO2366_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2366+WITH SETTING: INTO GROUND
 QO2366_SP_SET: METAL ROD WITH BASE PLATE
 QO2366_STAMPING: 2721 K 1980
 QO2366_MARK LOGO: MNDT  
 QO2366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2366+STABILITY: SURFACE MOTION
 QO2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2366+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QO2366
 QO2366  HISTORY     - Date     Condition        Report By
 QO2366  HISTORY     - 1980     MONUMENTED       MNDT
 QO2366  HISTORY     - 19931001 GOOD             MNDT
 QO2366  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2366  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 QO2366
 QO2366                          STATION DESCRIPTION
 QO2366
 QO2366'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2366'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE NE 1/4 OF SECTION
 QO2366'5, T118N, R21W, AT THE SOUTHWEST CORNER OF THE CRYSTAL AIRPORT, 1.45
 QO2366'MI (2.33 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH
 QO2366'INTERSTATE HIGHWAY 94 IN BROOKLYN PARK.  THE MARK, A STANDARD MNDT
 QO2366'VERTICAL CONTROL MONUMENT DISK STAMPED---2721 K 1980---, IS SET ON
 QO2366'TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF
 QO2366'SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A
 QO2366'6 INCH DIAMETER HOLE THAT IS BURIED 1 INCH BELOW THE SURFACE OF THE
 QO2366'BLACKTOP.  THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 148.2, 69 FT
 QO2366'(21.0 M) NORTH OF THE CENTERLINE OF 58TH AVENUE NORTH, 47 FT
 QO2366'(14.3 M) NORTH OF A POWER POLE, 37 FT (11.3 M) EAST OF THE
 QO2366'CENTERLINE OF THE EAST FRONTAGE ROAD, AND 3 FT (0.9 M) WEST OF THE
 QO2366'SOUTHWEST CORNER OF A CHAIN LINK FENCE.
 QO2366
 QO2366                          STATION RECOVERY (1993)
 QO2366
 QO2366'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 QO2366'RECOVERED BY MNDT 1988. THE MARK WAS RECOVERED IN GOOD CONDITION AS
 QO2366'DESCRIBED IN 1980. RECOVERED BY MNDT 1993. THE MARK WAS RECOVERED IN
 QO2366'GOOD CONDITION AS DESCRIBED IN 1980.
 QO2366
 QO2366                          STATION RECOVERY (2007)
 QO2366
 QO2366'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2366'THE MARK WAS NOT RECOVERED.
 QO2366
 QO2366                          STATION RECOVERY (2008)
 QO2366
 QO2366'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2366'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2367 ***********************************************************************
 QO2367  DESIGNATION -  2721 L
 QO2367  PID         -  QO2367
 QO2367  STATE/COUNTY-  MN/HENNEPIN
 QO2367  COUNTRY     -  US
 QO2367  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2367
 QO2367                         *CURRENT SURVEY CONTROL
 QO2367  ______________________________________________________________________
 QO2367* NAD 83(1986) POSITION- 45 03 08.     (N) 093 21 24.     (W)   SCALED    
 QO2367* NAVD 88 ORTHO HEIGHT -   264.834  (meters)     868.88  (feet) ADJUSTED  
 QO2367  ______________________________________________________________________
 QO2367  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 QO2367  DYNAMIC HEIGHT  -        264.830 (meters)      868.86  (feet) COMP
 QO2367  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 QO2367
 QO2367  VERT ORDER      -  SECOND    CLASS II
 QO2367
 QO2367.The horizontal coordinates were scaled from a topographic map and have
 QO2367.an estimated accuracy of +/- 6 seconds.
 QO2367.
 QO2367.The orthometric height was determined by differential leveling and
 QO2367.adjusted in June 1995.
 QO2367
 QO2367.The dynamic height is computed by dividing the NAVD 88
 QO2367.geopotential number by the normal gravity value computed on the
 QO2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2367.degrees latitude (g = 980.6199 gals.).
 QO2367
 QO2367.The modeled gravity was interpolated from observed gravity values.
 QO2367
 QO2367;                    North         East    Units  Estimated Accuracy
 QO2367;SPC MN S     -   328,230.      850,680.      MT  (+/- 180 meters Scaled)
 QO2367
 QO2367                          SUPERSEDED SURVEY CONTROL
 QO2367
 QO2367.No superseded survey control is available for this station.
 QO2367
 QO2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK719888(NAD 83)
 QO2367
 QO2367_MARKER: DV = VERTICAL CONTROL DISK
 QO2367_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2367+WITH SETTING: PAVEMENT
 QO2367_SP_SET: CONCRETE BASE
 QO2367_STAMPING: 2721 L 1980
 QO2367_MARK LOGO: MNDT  
 QO2367_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2367+STABILITY: SURFACE MOTION
 QO2367
 QO2367  HISTORY     - Date     Condition        Report By
 QO2367  HISTORY     - 1980     MONUMENTED       MNDT
 QO2367  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2367  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 QO2367
 QO2367                          STATION DESCRIPTION
 QO2367
 QO2367'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2367'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE SE 1/4 OF SECTION
 QO2367'4, T118N, R21W, 1.25 MI (2.01 KM) NORTHWEST ALONG TRUNK HIGHWAY 52
 QO2367'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2367'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 L
 QO2367'1980---, IS SET FLUSH IN A DRILL HOLE IN THE EAST SIDE OF THE WEST
 QO2367'CONCRETE BASE OF A LARGE COMMERCIAL SIGN NAMED CARPET REMNANT KING.
 QO2367'THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 147.65, 50 FT (15.2 M)
 QO2367'WEST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD.
 QO2367
 QO2367                          STATION RECOVERY (2007)
 QO2367
 QO2367'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2367'THE MARK WAS NOT RECOVERED.
 QO2367
 QO2367                          STATION RECOVERY (2008)
 QO2367
 QO2367'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2367'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2368 ***********************************************************************
 QO2368  DESIGNATION -  2721 M
 QO2368  PID         -  QO2368
 QO2368  STATE/COUNTY-  MN/HENNEPIN
 QO2368  COUNTRY     -  US
 QO2368  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2368
 QO2368                         *CURRENT SURVEY CONTROL
 QO2368  ______________________________________________________________________
 QO2368* NAD 83(1986) POSITION- 45 02 43.79   (N) 093 20 57.17   (W)   HD_HELD1  
 QO2368* NAVD 88 ORTHO HEIGHT -   266.370  (meters)     873.92  (feet) ADJUSTED  
 QO2368  ______________________________________________________________________
 QO2368  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2368  DYNAMIC HEIGHT  -        266.366 (meters)      873.90  (feet) COMP
 QO2368  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QO2368
 QO2368  VERT ORDER      -  SECOND    CLASS II
 QO2368
 QO2368.The horizontal coordinates were established by differentially corrected
 QO2368.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2368.
 QO2368.The orthometric height was determined by differential leveling and
 QO2368.adjusted in June 1995.
 QO2368
 QO2368.Photographs are available for this station.
 QO2368
 QO2368.The dynamic height is computed by dividing the NAVD 88
 QO2368.geopotential number by the normal gravity value computed on the
 QO2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2368.degrees latitude (g = 980.6199 gals.).
 QO2368
 QO2368.The modeled gravity was interpolated from observed gravity values.
 QO2368
 QO2368;                    North         East    Units  Estimated Accuracy
 QO2368;SPC MN S     -   327,486.9     851,269.6     MT  (+/- 3 meters HH1 GPS) 
 QO2368
 QO2368                          SUPERSEDED SURVEY CONTROL
 QO2368
 QO2368.No superseded survey control is available for this station.
 QO2368
 QO2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7249888063(NAD 83)
 QO2368
 QO2368_MARKER: DV = VERTICAL CONTROL DISK
 QO2368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2368_SP_SET: METAL ROD WITH BASE PLATE
 QO2368_STAMPING: 2721 M 1979
 QO2368_MARK LOGO: MNDT  
 QO2368_PROJECTION: FLUSH
 QO2368_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2368+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 QO2368
 QO2368  HISTORY     - Date     Condition        Report By
 QO2368  HISTORY     - 1979     MONUMENTED       MNDT
 QO2368  HISTORY     - 20070801 GOOD             MNDT
 QO2368  HISTORY     - 20080701 GOOD             MNDT
 QO2368
 QO2368                          STATION DESCRIPTION
 QO2368
 QO2368'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2368'THE MARK IS LOCATED IN THE TOWN OF CRYSTAL, IN THE NW 1/4 OF SECTION
 QO2368'9, T118N, R21W, 0.7 MI (1.1 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM
 QO2368'ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2368'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 M
 QO2368'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2368'WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES
 QO2368'OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH SURFACE OF
 QO2368'THE GROUND.  THE MARK IS AT TRUNK HIGHWAY 52 MILEPOINT 147.1, 24 FT
 QO2368'(7.3 M) EAST OF THE CENTERLINE OF THE EAST FRONTAGE ROAD, 24 FT
 QO2368'(7.3 M) NORTH OF THE OF THE CENTERLINE OF CORVALLIS AVENUE, 15 FT
 QO2368'(4.6 M) WEST OF A FIRE HYDRANT, 6 FT (1.8 M) EAST OF A LIGHT POLE,
 QO2368'AND 4.5 FT (1.4 M) WEST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 QO2368'FENCE AT WILLIAM H. CAVANAGH SCHOOL.
 QO2368
 QO2368                          STATION RECOVERY (2007)
 QO2368
 QO2368'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2368'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF NEW BRIGHTON, 6.2
 QO2368'MI (10.0 KM) NORTHWEST OF MINNEAPOLIS AND 5.7 MI (9.2 KM)
 QO2368'SOUTH-SOUTHEAST OF OSSEO.
 QO2368' 
 QO2368'TO REACH TO THE MARK IN CRYSTAL, 0.7 MI (1.1 KM) NORTHWEST OF THE
 QO2368'JUNCTION OF TRUNK HIGHWAY 100 AND COUNTY ROAD 81, AT COUNTY ROAD 81
 QO2368'MILE POINT 147.1, 24 FT (7.3 M) EAST OF EAST FRONTAGE ROAD, 24 FT (7.3
 QO2368'M) NORTH OF CORVALLIS AVENUE, 15 FT (4.6 M) WEST OF HYDRANT, 6 FT (1.8
 QO2368'M) EAST OF LIGHT POLE, 4 FT (1.2 M) WEST OF A WITNESS POST ON FENCE OF
 QO2368'WILLIAM CAVANAUGH SCHOOL.
 QO2368
 QO2368                          STATION RECOVERY (2008)
 QO2368
 QO2368'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2368'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2369 ***********************************************************************
 QO2369  DESIGNATION -  2721 N
 QO2369  PID         -  QO2369
 QO2369  STATE/COUNTY-  MN/HENNEPIN
 QO2369  COUNTRY     -  US
 QO2369  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2369
 QO2369                         *CURRENT SURVEY CONTROL
 QO2369  ______________________________________________________________________
 QO2369* NAD 83(1986) POSITION- 45 02 23.     (N) 093 20 45.     (W)   SCALED    
 QO2369* NAVD 88 ORTHO HEIGHT -   266.060  (meters)     872.90  (feet) ADJUSTED  
 QO2369  ______________________________________________________________________
 QO2369  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 QO2369  DYNAMIC HEIGHT  -        266.057 (meters)      872.89  (feet) COMP
 QO2369  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 QO2369
 QO2369  VERT ORDER      -  SECOND    CLASS I
 QO2369
 QO2369.The horizontal coordinates were scaled from a topographic map and have
 QO2369.an estimated accuracy of +/- 6 seconds.
 QO2369.
 QO2369.The orthometric height was determined by differential leveling and
 QO2369.adjusted in August 2004.
 QO2369
 QO2369.No vertical observational check was made to the station.
 QO2369
 QO2369.The dynamic height is computed by dividing the NAVD 88
 QO2369.geopotential number by the normal gravity value computed on the
 QO2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2369.degrees latitude (g = 980.6199 gals.).
 QO2369
 QO2369.The modeled gravity was interpolated from observed gravity values.
 QO2369
 QO2369;                    North         East    Units  Estimated Accuracy
 QO2369;SPC MN S     -   326,850.      851,540.      MT  (+/- 180 meters Scaled)
 QO2369
 QO2369                          SUPERSEDED SURVEY CONTROL
 QO2369
 QO2369  NAVD 88 (06/23/95)  266.075  (m)          872.95   (f) SUPERSEDED  2 2
 QO2369
 QO2369.Superseded values are not recommended for survey control.
 QO2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2369.See file dsdata.txt to determine how the superseded data were derived.
 QO2369
 QO2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727874(NAD 83)
 QO2369
 QO2369_MARKER: DV = VERTICAL CONTROL DISK
 QO2369_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2369+WITH SETTING: INTO GROUND
 QO2369_SP_SET: METAL ROD WITH BASE PLATE
 QO2369_STAMPING: 2721 N 1980
 QO2369_MARK LOGO: MNDT  
 QO2369_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2369+STABILITY: SURFACE MOTION
 QO2369
 QO2369  HISTORY     - Date     Condition        Report By
 QO2369  HISTORY     - 1980     MONUMENTED       MNDT
 QO2369  HISTORY     - 19980604 GOOD             MNDT
 QO2369  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2369  HISTORY     - 20080701 MARK NOT FOUND   MNDT
 QO2369
 QO2369                          STATION DESCRIPTION
 QO2369
 QO2369'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2369'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NW 1/4 OF
 QO2369'SECTION 16, T118N, R21W, IN THE SOUTHWEST QUADRANT OF THE
 QO2369'INTERSECTION OF THE EASTBOUND LANE OF TRUNK HIGHWAY 52 AND 47TH
 QO2369'AVENUE NORTH, 0.3 MI (0.5 KM) NORTHWEST ALONG TRUNK HIGHWAY 52 FROM
 QO2369'ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2369'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 N
 QO2369'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2369'WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM AND SET IN 8 INCHES
 QO2369'OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH SURFACE OF
 QO2369'THE GROUND.  THE MARK IS 52 FT (15.8 M) WEST OF THE CENTERLINE OF
 QO2369'THE EASTBOUND LANE OF TRUNK HIGHWAY 52 AT MILEPOINT 146.7, 80 FT
 QO2369'(24.4 M) EAST OF THE CENTERLINE OF THE WEST FRONTAGE ROAD, 44 FT
 QO2369'(13.4 M) SOUTH OF THE CENTERLINE OF 47TH AVENUE NORTH, AND 1 FT
 QO2369'(0.3 M) EAST OF A STEEL WITNESS POST.
 QO2369
 QO2369                          STATION RECOVERY (1998)
 QO2369
 QO2369'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2369'RECOVERED AS DESCRIBED.
 QO2369
 QO2369                          STATION RECOVERY (2007)
 QO2369
 QO2369'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2369'THE MARK WAS NOT RECOVERED.
 QO2369
 QO2369                          STATION RECOVERY (2008)
 QO2369
 QO2369'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2369'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2373 ***********************************************************************
 QO2373  DESIGNATION -  2721 R
 QO2373  PID         -  QO2373
 QO2373  STATE/COUNTY-  MN/HENNEPIN
 QO2373  COUNTRY     -  US
 QO2373  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2373
 QO2373                         *CURRENT SURVEY CONTROL
 QO2373  ______________________________________________________________________
 QO2373* NAD 83(1986) POSITION- 45 01 07.     (N) 093 19 26.     (W)   SCALED    
 QO2373* NAVD 88 ORTHO HEIGHT -   269.423  (meters)     883.93  (feet) ADJUSTED  
 QO2373  ______________________________________________________________________
 QO2373  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 QO2373  DYNAMIC HEIGHT  -        269.419 (meters)      883.92  (feet) COMP
 QO2373  MODELED GRAVITY -    980,593.6   (mgal)                       NAVD 88
 QO2373
 QO2373  VERT ORDER      -  SECOND    CLASS II
 QO2373
 QO2373.The horizontal coordinates were scaled from a topographic map and have
 QO2373.an estimated accuracy of +/- 6 seconds.
 QO2373.
 QO2373.The orthometric height was determined by differential leveling and
 QO2373.adjusted in June 1995.
 QO2373
 QO2373.The dynamic height is computed by dividing the NAVD 88
 QO2373.geopotential number by the normal gravity value computed on the
 QO2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2373.degrees latitude (g = 980.6199 gals.).
 QO2373
 QO2373.The modeled gravity was interpolated from observed gravity values.
 QO2373
 QO2373;                    North         East    Units  Estimated Accuracy
 QO2373;SPC MN S     -   324,520.      853,290.      MT  (+/- 180 meters Scaled)
 QO2373
 QO2373                          SUPERSEDED SURVEY CONTROL
 QO2373
 QO2373.No superseded survey control is available for this station.
 QO2373
 QO2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK744850(NAD 83)
 QO2373
 QO2373_MARKER: DV = VERTICAL CONTROL DISK
 QO2373_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2373+WITH SETTING: INTO GROUND
 QO2373_SP_SET: METAL ROD WITH BASE PLATE
 QO2373_STAMPING: 2721 R 1979
 QO2373_MARK LOGO: MNDT  
 QO2373_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2373+STABILITY: SURFACE MOTION
 QO2373
 QO2373  HISTORY     - Date     Condition        Report By
 QO2373  HISTORY     - 1979     MONUMENTED       MNDT
 QO2373  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 QO2373  HISTORY     - 20080701 MARK NOT FOUND   MNDT
 QO2373
 QO2373                          STATION DESCRIPTION
 QO2373
 QO2373'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2373'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NW 1/4 OF
 QO2373'SECTION 8, T29N, R24W, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 QO2373'OF 35TH AVENUE NORTH AND BEARD AVENUE NORTH, EAST OF TRUNK HIGHWAY 52
 QO2373'NEAR THE MONTGOMERY WARDS AUTOMOTIVE CENTER, 1.55 MI (2.49 KM) SOUTH
 QO2373'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN
 QO2373'ROBBINSDALE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2373'DISK STAMPED---2721 R 1979---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2373'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED THE THE BOTTOM
 QO2373'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS
 QO2373'BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.  THE MARK IS AT
 QO2373'TRUNK HIGHWAY 52 MILEPOINT 144.85, 105 FT (32.0 M) SOUTH OF THE
 QO2373'CENTERLINE OF 35TH AVENUE NORTH, 41 FT (12.5 M) WEST OF THE
 QO2373'CENTERLINE OF BEARD AVENUE NORTH, 41 FT (12.5 M) EAST OF THE
 QO2373'CENTERLINE OF THE EAST FRONTAGE ROAD NAMED LAKE LAND AVENUE, AND 1 FT
 QO2373'(0.3 M) SOUTH OF A STEEL WITNESS POST.
 QO2373
 QO2373                          STATION RECOVERY (2007)
 QO2373
 QO2373'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2373'THE MARK WAS NOT RECOVERED.
 QO2373
 QO2373                          STATION RECOVERY (2008)
 QO2373
 QO2373'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2373'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2376 ***********************************************************************
 QO2376  DESIGNATION -  2721 T
 QO2376  PID         -  QO2376
 QO2376  STATE/COUNTY-  MN/HENNEPIN
 QO2376  COUNTRY     -  US
 QO2376  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2376
 QO2376                         *CURRENT SURVEY CONTROL
 QO2376  ______________________________________________________________________
 QO2376* NAD 83(1986) POSITION- 45 00 46.98   (N) 093 19 05.20   (W)   HD_HELD1  
 QO2376* NAVD 88 ORTHO HEIGHT -   288.244  (meters)     945.68  (feet) ADJUSTED  
 QO2376  ______________________________________________________________________
 QO2376  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 QO2376  DYNAMIC HEIGHT  -        288.239 (meters)      945.66  (feet) COMP
 QO2376  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 QO2376
 QO2376  VERT ORDER      -  SECOND    CLASS II
 QO2376
 QO2376.The horizontal coordinates were established by differentially corrected
 QO2376.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2376.
 QO2376.The orthometric height was determined by differential leveling and
 QO2376.adjusted in June 1995.
 QO2376
 QO2376.Photographs are available for this station.
 QO2376
 QO2376.The dynamic height is computed by dividing the NAVD 88
 QO2376.geopotential number by the normal gravity value computed on the
 QO2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2376.degrees latitude (g = 980.6199 gals.).
 QO2376
 QO2376.The modeled gravity was interpolated from observed gravity values.
 QO2376
 QO2376;                    North         East    Units  Estimated Accuracy
 QO2376;SPC MN S     -   323,901.2     853,749.9     MT  (+/- 3 meters HH1 GPS) 
 QO2376
 QO2376                          SUPERSEDED SURVEY CONTROL
 QO2376
 QO2376.No superseded survey control is available for this station.
 QO2376
 QO2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7493384449(NAD 83)
 QO2376
 QO2376_MARKER: DV = VERTICAL CONTROL DISK
 QO2376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2376_SP_SET: BRIDGE ABUTMENT
 QO2376_STAMPING: 2721 T 1979
 QO2376_MARK LOGO: MNDT  
 QO2376_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2376
 QO2376  HISTORY     - Date     Condition        Report By
 QO2376  HISTORY     - 1979     MONUMENTED       MNDT
 QO2376  HISTORY     - 20070712 GOOD             MNDT
 QO2376
 QO2376                          STATION DESCRIPTION
 QO2376
 QO2376'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2376'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE SW 1/4 OF
 QO2376'SECTION 8, T29N, R24W, IN THE WESTBOUND TRUNK HIGHWAY 52 BRIDGE
 QO2376'(NUMBER 27008) OVER TRUNK HIGHWAY 278 (LOWRY AVENUE), 2.05 MI
 QO2376'(3.30 KM) SOUTH ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK
 QO2376'HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A STANDARD MNDT VERTICAL
 QO2376'CONTROL MONUMENT DISK STAMPED---2721 T 1979---, IS SET FLUSH IN THE
 QO2376'SOUTHEAST CORNER ABUTMENT OF THE BRIDGE.  THE MARK IS 0.5 FT
 QO2376'(0.2 M) IN FRONT OF A PLATE BEAM GUARDRAIL, 10 FT (3.0 M) FROM THE
 QO2376'EAST END OF THE BRIDGE.
 QO2376
 QO2376                          STATION RECOVERY (2007)
 QO2376
 QO2376'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2376'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF OSSEO,
 QO2376'6.8 MI (10.9 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.5 MI (5.6 KM)
 QO2376'NORTHWEST OF MINNEAPOLIS.
 QO2376' 
 QO2376'TO REACH TO THE MARK IN MINNEAPOLIS, 2.05 MI (3.3 KM) SOUTH OF THE
 QO2376'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 52, IN SOUTHEAST
 QO2376'CORNER OF WEST-BOUND TRUNK HIGHWAY 52 BRIDGE 27008 OVER TRUNK HIGHWAY
 QO2376'278 (LOWRY AVENUE), 10 FT (3.0 M) FROM END OF BRIDGE, 0.5 FT (0.2 M)
 QO2376'FROM GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2374 ***********************************************************************
 QO2374  DESIGNATION -  2721 U
 QO2374  PID         -  QO2374
 QO2374  STATE/COUNTY-  MN/HENNEPIN
 QO2374  COUNTRY     -  US
 QO2374  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2374
 QO2374                         *CURRENT SURVEY CONTROL
 QO2374  ______________________________________________________________________
 QO2374* NAD 83(1986) POSITION- 45 00 49.33   (N) 093 19 05.69   (W)   HD_HELD1  
 QO2374* NAVD 88 ORTHO HEIGHT -   287.160  (meters)     942.12  (feet) ADJUSTED  
 QO2374  ______________________________________________________________________
 QO2374  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 QO2374  DYNAMIC HEIGHT  -        287.155 (meters)      942.11  (feet) COMP
 QO2374  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QO2374
 QO2374  VERT ORDER      -  SECOND    CLASS II
 QO2374
 QO2374.The horizontal coordinates were established by differentially corrected
 QO2374.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2374.
 QO2374.The orthometric height was determined by differential leveling and
 QO2374.adjusted in June 1995.
 QO2374
 QO2374.Photographs are available for this station.
 QO2374
 QO2374.The dynamic height is computed by dividing the NAVD 88
 QO2374.geopotential number by the normal gravity value computed on the
 QO2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2374.degrees latitude (g = 980.6199 gals.).
 QO2374
 QO2374.The modeled gravity was interpolated from observed gravity values.
 QO2374
 QO2374;                    North         East    Units  Estimated Accuracy
 QO2374;SPC MN S     -   323,973.6     853,738.6     MT  (+/- 3 meters HH1 GPS) 
 QO2374
 QO2374                          SUPERSEDED SURVEY CONTROL
 QO2374
 QO2374.No superseded survey control is available for this station.
 QO2374
 QO2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7492384521(NAD 83)
 QO2374
 QO2374_MARKER: DV = VERTICAL CONTROL DISK
 QO2374_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2374_SP_SET: BRIDGE ABUTMENT
 QO2374_STAMPING: 2721 U 1980
 QO2374_MARK LOGO: MNHD  
 QO2374_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2374
 QO2374  HISTORY     - Date     Condition        Report By
 QO2374  HISTORY     - 1980     MONUMENTED       MNHD
 QO2374  HISTORY     - 20070711 GOOD             MNDT
 QO2374
 QO2374                          STATION DESCRIPTION
 QO2374
 QO2374'DESCRIBED BY MN HIGHWAY DEPT 1980
 QO2374'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE SW 1/4 OF
 QO2374'SECTION 8, T29N, R24W, AT THE WESTBOUND TRUNK HIGHWAY 278 (LOWRY
 QO2374'AVENUE RAMP TO TRUNK HIGHWAY 52) BRIDGE (NUMBER 27006) OVER VICTORY
 QO2374'MEMORIAL DRIVE, 2.05 MI (3.30 KM) SOUTHEAST ALONG TRUNK HIGHWAY 52
 QO2374'FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN ROBBINSDALE.  THE MARK, A
 QO2374'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2721 U
 QO2374'1980---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT OF
 QO2374'THE BRIDGE.
 QO2374
 QO2374                          STATION RECOVERY (2007)
 QO2374
 QO2374'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2374'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF OSSEO,
 QO2374'6.7 MI (10.8 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.5 MI (5.6 KM)
 QO2374'NORTHWEST OF MINNEAPOLIS.
 QO2374' 
 QO2374'TO REACH TO THE MARK IN MINNEAPOLIS, 2.05 MI (3.3 KM) SOUTHEAST OF THE
 QO2374'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 52, IN SOUTHEAST
 QO2374'CORNER OF WEST-BOUND TRUNK HIGHWAY 278 RAMP BRIDGE 27006 TO NORTHBOUND
 QO2374'TRUNK HIGHWAY 52 OVER VICTORY MEMORIAL DRIVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6707 ***********************************************************************
 DL6707  DESIGNATION -  2721 V
 DL6707  PID         -  DL6707
 DL6707  STATE/COUNTY-  MN/HENNEPIN
 DL6707  COUNTRY     -  US
 DL6707  USGS QUAD   -  OSSEO (1993)
 DL6707
 DL6707                         *CURRENT SURVEY CONTROL
 DL6707  ______________________________________________________________________
 DL6707* NAD 83(2007) POSITION- 45 06 16.38163(N) 093 23 31.97975(W)   ADJUSTED  
 DL6707* NAD 83(2007) ELLIP HT-   240.936 (meters)        (03/18/10)   ADJUSTED
 DL6707* NAD 83(2007) EPOCH   -  2002.00
 DL6707* NAVD 88 ORTHO HEIGHT -   268.35   (meters)     880.4   (feet) LEVELING  
 DL6707  ______________________________________________________________________
 DL6707  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DL6707  NAD 83(2007) X  -   -266,832.794 (meters)                     COMP
 DL6707  NAD 83(2007) Y  - -4,501,636.309 (meters)                     COMP
 DL6707  NAD 83(2007) Z  -  4,495,727.449 (meters)                     COMP
 DL6707  LAPLACE CORR    -          3.84  (seconds)                    DEFLEC09
 DL6707  HORZ ORDER      -  FIRST
 DL6707  VERT ORDER      -  THIRD
 DL6707  ELLP ORDER      -  THIRD     CLASS II
 DL6707
 DL6707.The horizontal coordinates were established by GPS observations
 DL6707.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6707
 DL6707.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6707.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6707
 DL6707.The horizontal coordinates are valid at the epoch date displayed above
 DL6707.which is a decimal equivalence of Year/Month/Day.
 DL6707
 DL6707.The orthometric height was determined by differential leveling.
 DL6707.The vertical network tie was performed by a horz. field party for horz.
 DL6707.obs reductions. Reset procedures were used to establish the elevation.
 DL6707
 DL6707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6707
 DL6707.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6707
 DL6707.The ellipsoidal height was determined by GPS observations
 DL6707.and is referenced to NAD 83.
 DL6707
 DL6707. The following values were computed from the NAD 83(2007) position.
 DL6707
 DL6707;                    North         East     Units Scale Factor Converg.
 DL6707;SPC MN S     -   334,023.220   847,833.046   MT  0.99997744   +0 25 33.6
 DL6707;SPC MN S     - 1,095,874.51  2,781,598.92   sFT  0.99997744   +0 25 33.6
 DL6707;UTM  15      - 4,994,639.554   469,143.603   MT  0.99961171   -0 16 40.2
 DL6707
 DL6707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6707!SPC MN S     -   0.99996223  x   0.99997744  =   0.99993967
 DL6707!UTM  15      -   0.99996223  x   0.99961171  =   0.99957395
 DL6707
 DL6707:                Primary Azimuth Mark                     Grid Az
 DL6707:SPC MN S     -  2750 U                                   244 00 24.4
 DL6707:UTM  15      -  2750 U                                   244 42 38.2
 DL6707
 DL6707|---------------------------------------------------------------------|
 DL6707| PID    Reference Object                     Distance      Geod. Az  |
 DL6707|                                                           dddmmss.s |
 DL6707| DL6724 2750 Z                              294.974 METERS 01619     |
 DL6707| DL6719 2750 U                              453.189 METERS 2442558.0 |
 DL6707| DL6718 2750 T                              362.123 METERS 25815     |
 DL6707|---------------------------------------------------------------------|
 DL6707
 DL6707                          SUPERSEDED SURVEY CONTROL
 DL6707
 DL6707.No superseded survey control is available for this station.
 DL6707
 DL6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6914394639(NAD 83)
 DL6707
 DL6707_MARKER: I = METAL ROD
 DL6707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6707_STAMPING: 2721 V 2008
 DL6707_MARK LOGO: MNDT  
 DL6707_PROJECTION: RECESSED 3 CENTIMETERS
 DL6707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6707+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6707_ROD/PIPE-DEPTH: 10.7 meters
 DL6707
 DL6707  HISTORY     - Date     Condition        Report By
 DL6707  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6707  HISTORY     - 2008     GOOD             MNDT
 DL6707
 DL6707                          STATION DESCRIPTION
 DL6707
 DL6707'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6707'THE MARK IS IN BROOKLYN PARK, 0.05 MILE SOUTHEAST ALONG COUNTY ROAD 81
 DL6707'FROM THE JUNCTION OF COUNTY ROAD 81 AND TRUNK HIGHWAY 169, 95.8 FEET
 DL6707'SOUTHWEST OF COUNTY ROAD 81, 250.0 FEET SOUTHEAST OF NORTHBOUND TRUNK
 DL6707'HIGHWAY 169, 31.1 FEET SOUTH OF POWER POLE WITH GUY WIRE.
 DL6707
 DL6707                          STATION RECOVERY (2008)
 DL6707
 DL6707'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6707'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6708 ***********************************************************************
 DL6708  DESIGNATION -  2721 W
 DL6708  PID         -  DL6708
 DL6708  STATE/COUNTY-  MN/HENNEPIN
 DL6708  COUNTRY     -  US
 DL6708  USGS QUAD   -  OSSEO (1993)
 DL6708
 DL6708                         *CURRENT SURVEY CONTROL
 DL6708  ______________________________________________________________________
 DL6708* NAD 83(2007) POSITION- 45 06 02.92153(N) 093 23 18.76099(W)   ADJUSTED  
 DL6708* NAD 83(2007) ELLIP HT-   241.185 (meters)        (03/18/10)   ADJUSTED
 DL6708* NAD 83(2007) EPOCH   -  2002.00
 DL6708* NAVD 88 ORTHO HEIGHT -   268.58   (meters)     881.2   (feet) LEVELING  
 DL6708  ______________________________________________________________________
 DL6708  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DL6708  NAD 83(2007) X  -   -266,561.708 (meters)                     COMP
 DL6708  NAD 83(2007) Y  - -4,501,947.415 (meters)                     COMP
 DL6708  NAD 83(2007) Z  -  4,495,434.324 (meters)                     COMP
 DL6708  LAPLACE CORR    -          3.53  (seconds)                    DEFLEC09
 DL6708  HORZ ORDER      -  FIRST
 DL6708  VERT ORDER      -  THIRD
 DL6708  ELLP ORDER      -  THIRD     CLASS II
 DL6708
 DL6708.The horizontal coordinates were established by GPS observations
 DL6708.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6708
 DL6708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6708.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6708
 DL6708.The horizontal coordinates are valid at the epoch date displayed above
 DL6708.which is a decimal equivalence of Year/Month/Day.
 DL6708
 DL6708.The orthometric height was determined by differential leveling.
 DL6708.The vertical network tie was performed by a horz. field party for horz.
 DL6708.obs reductions. Reset procedures were used to establish the elevation.
 DL6708
 DL6708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6708
 DL6708.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6708
 DL6708.The ellipsoidal height was determined by GPS observations
 DL6708.and is referenced to NAD 83.
 DL6708
 DL6708. The following values were computed from the NAD 83(2007) position.
 DL6708
 DL6708;                    North         East     Units Scale Factor Converg.
 DL6708;SPC MN S     -   333,609.876   848,125.128   MT  0.99997675   +0 25 42.9
 DL6708;SPC MN S     - 1,094,518.40  2,782,557.19   sFT  0.99997675   +0 25 42.9
 DL6708;UTM  15      - 4,994,222.806   469,430.481   MT  0.99961149   -0 16 30.8
 DL6708
 DL6708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6708!SPC MN S     -   0.99996219  x   0.99997675  =   0.99993894
 DL6708!UTM  15      -   0.99996219  x   0.99961149  =   0.99957369
 DL6708
 DL6708:                Primary Azimuth Mark                     Grid Az
 DL6708:SPC MN S     -  2721 F                                   155 31 35.7
 DL6708:UTM  15      -  2721 F                                   156 13 49.4
 DL6708
 DL6708|---------------------------------------------------------------------|
 DL6708| PID    Reference Object                     Distance      Geod. Az  |
 DL6708|                                                           dddmmss.s |
 DL6708| QO2328 2721 F                              APPROX. 1.6 KM 1555718.6 |
 DL6708| DH3152 FLEET                               APPROX. 0.5 KM 3352814.4 |
 DL6708|---------------------------------------------------------------------|
 DL6708
 DL6708                          SUPERSEDED SURVEY CONTROL
 DL6708
 DL6708.No superseded survey control is available for this station.
 DL6708
 DL6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6943094222(NAD 83)
 DL6708
 DL6708_MARKER: I = METAL ROD
 DL6708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6708_STAMPING: 2721 W 2008
 DL6708_MARK LOGO: MNDT  
 DL6708_PROJECTION: RECESSED 3 CENTIMETERS
 DL6708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6708+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6708_ROD/PIPE-DEPTH: 12.2 meters
 DL6708
 DL6708  HISTORY     - Date     Condition        Report By
 DL6708  HISTORY     - 20080602 MONUMENTED       MNDT
 DL6708  HISTORY     - 2008     GOOD             MNDT
 DL6708
 DL6708                          STATION DESCRIPTION
 DL6708
 DL6708'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6708'THE MARK IS IN BROOKLYN PARK, 0.4 MILE SOUTHEAST ALONG COUNTY ROAD 81
 DL6708'FROM THE JUNCTION OF COUNTY ROAD 81 AND TRUNK HIGHWAY 169, 85.2 FEET
 DL6708'EAST OF NORTHBOUND COUNTY ROAD 81, 51.0 FEET WEST OF SOUTHBOUND
 DL6708'LAKELAND AVENUE, 22.6 FEET EAST OF POWER POLE WITH GUY WIRE, 33.9 FEET
 DL6708'NORTHWEST OF NSP UTILITY BOX, 1.4 FEET WEST OF WITNESS POST.
 DL6708
 DL6708                          STATION RECOVERY (2008)
 DL6708
 DL6708'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6708'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6709 ***********************************************************************
 DL6709  DESIGNATION -  2721 X
 DL6709  PID         -  DL6709
 DL6709  STATE/COUNTY-  MN/HENNEPIN
 DL6709  COUNTRY     -  US
 DL6709  USGS QUAD   -  OSSEO (1993)
 DL6709
 DL6709                         *CURRENT SURVEY CONTROL
 DL6709  ______________________________________________________________________
 DL6709* NAD 83(2007) POSITION- 45 06 32.68131(N) 093 23 42.69033(W)   ADJUSTED  
 DL6709* NAD 83(2007) ELLIP HT-   243.101 (meters)        (03/18/10)   ADJUSTED
 DL6709* NAD 83(2007) EPOCH   -  2002.00
 DL6709* NAVD 88 ORTHO HEIGHT -   270.55   (meters)     887.6   (feet) LEVELING  
 DL6709  ______________________________________________________________________
 DL6709  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DL6709  NAD 83(2007) X  -   -267,045.526 (meters)                     COMP
 DL6709  NAD 83(2007) Y  - -4,501,268.120 (meters)                     COMP
 DL6709  NAD 83(2007) Z  -  4,496,084.134 (meters)                     COMP
 DL6709  LAPLACE CORR    -          4.15  (seconds)                    DEFLEC09
 DL6709  HORZ ORDER      -  FIRST
 DL6709  VERT ORDER      -  THIRD
 DL6709  ELLP ORDER      -  THIRD     CLASS II
 DL6709
 DL6709.The horizontal coordinates were established by GPS observations
 DL6709.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6709
 DL6709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6709.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6709
 DL6709.The horizontal coordinates are valid at the epoch date displayed above
 DL6709.which is a decimal equivalence of Year/Month/Day.
 DL6709
 DL6709.The orthometric height was determined by differential leveling.
 DL6709.The vertical network tie was performed by a horz. field party for horz.
 DL6709.obs reductions. Reset procedures were used to establish the elevation.
 DL6709
 DL6709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6709
 DL6709.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6709
 DL6709.The ellipsoidal height was determined by GPS observations
 DL6709.and is referenced to NAD 83.
 DL6709
 DL6709. The following values were computed from the NAD 83(2007) position.
 DL6709
 DL6709;                    North         East     Units Scale Factor Converg.
 DL6709;SPC MN S     -   334,524.638   847,595.180   MT  0.99997827   +0 25 26.1
 DL6709;SPC MN S     - 1,097,519.58  2,780,818.52   sFT  0.99997827   +0 25 26.1
 DL6709;UTM  15      - 4,995,143.671   468,912.000   MT  0.99961188   -0 16 47.9
 DL6709
 DL6709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6709!SPC MN S     -   0.99996189  x   0.99997827  =   0.99994016
 DL6709!UTM  15      -   0.99996189  x   0.99961188  =   0.99957378
 DL6709
 DL6709|---------------------------------------------------------------------|
 DL6709| PID    Reference Object                     Distance      Geod. Az  |
 DL6709|                                                           dddmmss.s |
 DL6709| DL6713 2750 AB                             290.282 METERS 05415     |
 DL6709| DL6711 2721 Z                              109.554 METERS 08308     |
 DL6709| DL6710 2721 Y                              105.560 METERS 23353     |
 DL6709| DL6705 2721 AA                             251.946 METERS 34238     |
 DL6709|---------------------------------------------------------------------|
 DL6709
 DL6709                          SUPERSEDED SURVEY CONTROL
 DL6709
 DL6709.No superseded survey control is available for this station.
 DL6709
 DL6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6891195143(NAD 83)
 DL6709
 DL6709_MARKER: I = METAL ROD
 DL6709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6709_STAMPING: 2721 X 2008
 DL6709_MARK LOGO: MNDT  
 DL6709_PROJECTION: RECESSED 10 CENTIMETERS
 DL6709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6709+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6709_ROD/PIPE-DEPTH: 13.7 meters
 DL6709
 DL6709  HISTORY     - Date     Condition        Report By
 DL6709  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6709  HISTORY     - 2008     GOOD             MNDT
 DL6709
 DL6709                          STATION DESCRIPTION
 DL6709
 DL6709'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6709'THE MARK IS IN BROOKLYN PARK, IN THE NORTHWEST CORNER OF COUNTY ROAD
 DL6709'81 AND COUNTY ROAD 109 (85TH AVENUE) INTERSECTION, 56.7 FEET NORTH OF
 DL6709'WESTBOUND COUNTY ROAD 109 (85TH AVENUE), 95.7 FEET WEST OF SOUTHBOUND
 DL6709'COUNTY ROAD 81, 24.2 FEET SOUTHEAST OF LIGHT POLE, 24.6 FEET NORTH OF
 DL6709'POWER POLE WITH GUY WIRES, 1.6 FEET EAST OF WITNESS POST, ON THE
 DL6709'SOUTHEAST SIDE OF MCDONALDS PARKING LOT.
 DL6709
 DL6709                          STATION RECOVERY (2008)
 DL6709
 DL6709'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6709'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6710 ***********************************************************************
 DL6710  DESIGNATION -  2721 Y
 DL6710  PID         -  DL6710
 DL6710  STATE/COUNTY-  MN/HENNEPIN
 DL6710  COUNTRY     -  US
 DL6710  USGS QUAD   -  OSSEO (1993)
 DL6710
 DL6710                         *CURRENT SURVEY CONTROL
 DL6710  ______________________________________________________________________
 DL6710* NAD 83(2007) POSITION- 45 06 30.66580(N) 093 23 46.59114(W)   ADJUSTED  
 DL6710* NAD 83(2007) ELLIP HT-   242.755 (meters)        (03/18/10)   ADJUSTED
 DL6710* NAD 83(2007) EPOCH   -  2002.00
 DL6710* NAVD 88 ORTHO HEIGHT -   270.20   (meters)     886.5   (feet) LEVELING  
 DL6710  ______________________________________________________________________
 DL6710  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DL6710  NAD 83(2007) X  -   -267,133.249 (meters)                     COMP
 DL6710  NAD 83(2007) Y  - -4,501,306.829 (meters)                     COMP
 DL6710  NAD 83(2007) Z  -  4,496,039.975 (meters)                     COMP
 DL6710  LAPLACE CORR    -          4.16  (seconds)                    DEFLEC09
 DL6710  HORZ ORDER      -  FIRST
 DL6710  VERT ORDER      -  THIRD
 DL6710  ELLP ORDER      -  THIRD     CLASS II
 DL6710
 DL6710.The horizontal coordinates were established by GPS observations
 DL6710.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6710
 DL6710.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6710.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6710
 DL6710.The horizontal coordinates are valid at the epoch date displayed above
 DL6710.which is a decimal equivalence of Year/Month/Day.
 DL6710
 DL6710.The orthometric height was determined by differential leveling.
 DL6710.The vertical network tie was performed by a horz. field party for horz.
 DL6710.obs reductions. Reset procedures were used to establish the elevation.
 DL6710
 DL6710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6710
 DL6710.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6710
 DL6710.The ellipsoidal height was determined by GPS observations
 DL6710.and is referenced to NAD 83.
 DL6710
 DL6710. The following values were computed from the NAD 83(2007) position.
 DL6710
 DL6710;                    North         East     Units Scale Factor Converg.
 DL6710;SPC MN S     -   334,461.790   847,510.370   MT  0.99997817   +0 25 23.4
 DL6710;SPC MN S     - 1,097,313.39  2,780,540.27   sFT  0.99997817   +0 25 23.4
 DL6710;UTM  15      - 4,995,081.893   468,826.456   MT  0.99961195   -0 16 50.7
 DL6710
 DL6710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6710!SPC MN S     -   0.99996194  x   0.99997817  =   0.99994011
 DL6710!UTM  15      -   0.99996194  x   0.99961195  =   0.99957391
 DL6710
 DL6710|---------------------------------------------------------------------|
 DL6710| PID    Reference Object                     Distance      Geod. Az  |
 DL6710|                                                           dddmmss.s |
 DL6710| DL6705 2721 AA                             302.844 METERS 00154     |
 DL6710| DL6713 2750 AB                             395.840 METERS 05409     |
 DL6710| DL6711 2721 Z                              208.149 METERS 06847     |
 DL6710|---------------------------------------------------------------------|
 DL6710
 DL6710                          SUPERSEDED SURVEY CONTROL
 DL6710
 DL6710.No superseded survey control is available for this station.
 DL6710
 DL6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6882695081(NAD 83)
 DL6710
 DL6710_MARKER: I = METAL ROD
 DL6710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6710_STAMPING: 2721 Y 2008
 DL6710_MARK LOGO: MNDT  
 DL6710_PROJECTION: FLUSH
 DL6710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6710+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6710_ROD/PIPE-DEPTH: 15.2 meters
 DL6710
 DL6710  HISTORY     - Date     Condition        Report By
 DL6710  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6710  HISTORY     - 2008     GOOD             MNDT
 DL6710
 DL6710                          STATION DESCRIPTION
 DL6710
 DL6710'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6710'THE MARK IS IN BROOKLYN PARK, 0.05 MILE WEST ALONG COUNTY ROAD 109
 DL6710'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 AND COUNTY 81,
 DL6710'104.5 FEET SOUTH OF EASTBOUND COUNTY ROAD 109 (85TH AVENUE), 29.0 FEET
 DL6710'NORTHEAST OF EAST RAILROAD TRACKS, 102.6 FEET SOUTHEAST OF POWER POLE
 DL6710'CLOSEST TO THE RAILROAD TRACKS, 1.0 FOOT NORTHWEST OF WITNESS POST.
 DL6710
 DL6710                          STATION RECOVERY (2008)
 DL6710
 DL6710'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6711 ***********************************************************************
 DL6711  DESIGNATION -  2721 Z
 DL6711  PID         -  DL6711
 DL6711  STATE/COUNTY-  MN/HENNEPIN
 DL6711  COUNTRY     -  US
 DL6711  USGS QUAD   -  OSSEO (1993)
 DL6711
 DL6711                         *CURRENT SURVEY CONTROL
 DL6711  ______________________________________________________________________
 DL6711* NAD 83(2007) POSITION- 45 06 33.10596(N) 093 23 37.71479(W)   ADJUSTED  
 DL6711* NAD 83(2007) ELLIP HT-   242.811 (meters)        (03/18/10)   ADJUSTED
 DL6711* NAD 83(2007) EPOCH   -  2002.00
 DL6711* NAVD 88 ORTHO HEIGHT -   270.26   (meters)     886.7   (feet) LEVELING  
 DL6711  ______________________________________________________________________
 DL6711  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DL6711  NAD 83(2007) X  -   -266,936.384 (meters)                     COMP
 DL6711  NAD 83(2007) Y  - -4,501,265.085 (meters)                     COMP
 DL6711  NAD 83(2007) Z  -  4,496,093.181 (meters)                     COMP
 DL6711  LAPLACE CORR    -          4.11  (seconds)                    DEFLEC09
 DL6711  HORZ ORDER      -  FIRST
 DL6711  VERT ORDER      -  THIRD
 DL6711  ELLP ORDER      -  THIRD     CLASS II
 DL6711
 DL6711.The horizontal coordinates were established by GPS observations
 DL6711.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6711
 DL6711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6711.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6711
 DL6711.The horizontal coordinates are valid at the epoch date displayed above
 DL6711.which is a decimal equivalence of Year/Month/Day.
 DL6711
 DL6711.The orthometric height was determined by differential leveling.
 DL6711.The vertical network tie was performed by a horz. field party for horz.
 DL6711.obs reductions. Reset procedures were used to establish the elevation.
 DL6711
 DL6711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6711
 DL6711.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6711
 DL6711.The ellipsoidal height was determined by GPS observations
 DL6711.and is referenced to NAD 83.
 DL6711
 DL6711. The following values were computed from the NAD 83(2007) position.
 DL6711
 DL6711;                    North         East     Units Scale Factor Converg.
 DL6711;SPC MN S     -   334,538.552   847,703.844   MT  0.99997829   +0 25 29.6
 DL6711;SPC MN S     - 1,097,565.23  2,781,175.03   sFT  0.99997829   +0 25 29.6
 DL6711;UTM  15      - 4,995,156.245   469,020.787   MT  0.99961180   -0 16 44.4
 DL6711
 DL6711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6711!SPC MN S     -   0.99996193  x   0.99997829  =   0.99994022
 DL6711!UTM  15      -   0.99996193  x   0.99961180  =   0.99957375
 DL6711
 DL6711|---------------------------------------------------------------------|
 DL6711| PID    Reference Object                     Distance      Geod. Az  |
 DL6711|                                                           dddmmss.s |
 DL6711| DL6713 2750 AB                             201.417 METERS 03902     |
 DL6711| DL6705 2721 AA                             292.463 METERS 32101     |
 DL6711|---------------------------------------------------------------------|
 DL6711
 DL6711                          SUPERSEDED SURVEY CONTROL
 DL6711
 DL6711.No superseded survey control is available for this station.
 DL6711
 DL6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6902095156(NAD 83)
 DL6711
 DL6711_MARKER: I = METAL ROD
 DL6711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6711_STAMPING: 2721 Z 2008
 DL6711_MARK LOGO: MNDT  
 DL6711_PROJECTION: FLUSH
 DL6711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6711+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6711_ROD/PIPE-DEPTH: 15.2 meters
 DL6711
 DL6711  HISTORY     - Date     Condition        Report By
 DL6711  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6711  HISTORY     - 2008     GOOD             MNDT
 DL6711
 DL6711                          STATION DESCRIPTION
 DL6711
 DL6711'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6711'THE MARK IS IN BROOKLYN PARK, IN NORTHEAST CORNER OF COUNTY 81 AND
 DL6711'COUNTY ROAD 109 (85TH AVENUE) INTERSECTION, 95.1 FEET NORTHEAST OF
 DL6711'COUNTY 109 (85TH AVENUE), 177.4 FEET EAST OF COUNTY ROAD 81, 62.6 FEET
 DL6711'SOUTHEAST OF VALVOLINE BUILDING.
 DL6711
 DL6711                          STATION RECOVERY (2008)
 DL6711
 DL6711'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6711'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1194 ***********************************************************************
 QO1194  DESIGNATION -  2722 AA
 QO1194  PID         -  QO1194
 QO1194  STATE/COUNTY-  MN/HENNEPIN
 QO1194  COUNTRY     -  US
 QO1194  USGS QUAD   -  HAMEL (1993)
 QO1194
 QO1194                         *CURRENT SURVEY CONTROL
 QO1194  ______________________________________________________________________
 QO1194* NAD 83(1996) POSITION- 45 02 06.47288(N) 093 30 44.70359(W)   ADJUSTED  
 QO1194* NAVD 88 ORTHO HEIGHT -   307.536  (meters)    1008.97  (feet) ADJUSTED  
 QO1194  ______________________________________________________________________
 QO1194  LAPLACE CORR    -          4.29  (seconds)                    DEFLEC09
 QO1194  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO1194  DYNAMIC HEIGHT  -        307.526 (meters)     1008.94  (feet) COMP
 QO1194  MODELED GRAVITY -    980,576.1   (mgal)                       NAVD 88
 QO1194
 QO1194  HORZ ORDER      -  SECOND
 QO1194  VERT ORDER      -  SECOND    CLASS I
 QO1194
 QO1194.The horizontal coordinates were established by classical geodetic methods
 QO1194.and adjusted by the National Geodetic Survey in March 1999.
 QO1194.
 QO1194.The orthometric height was determined by differential leveling and
 QO1194.adjusted in June 1991.
 QO1194
 QO1194.Photographs are available for this station.
 QO1194
 QO1194.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1194
 QO1194.The dynamic height is computed by dividing the NAVD 88
 QO1194.geopotential number by the normal gravity value computed on the
 QO1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1194.degrees latitude (g = 980.6199 gals.).
 QO1194
 QO1194.The modeled gravity was interpolated from observed gravity values.
 QO1194
 QO1194. The following values were computed from the NAD 83(1996) position.
 QO1194
 QO1194;                    North         East     Units Scale Factor Converg.
 QO1194;SPC MN S     -   326,245.434   838,419.266   MT  0.99996540   +0 20 30.3
 QO1194;SPC MN S     - 1,070,356.89  2,750,713.88   sFT  0.99996540   +0 20 30.3
 QO1194;UTM  15      - 4,986,980.762   459,638.337   MT  0.99962003   -0 21 45.2
 QO1194
 QO1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1194!SPC MN S     -   0.99995605  x   0.99996540  =   0.99992145
 QO1194!UTM  15      -   0.99995605  x   0.99962003  =   0.99957610
 QO1194
 QO1194|---------------------------------------------------------------------|
 QO1194| PID    Reference Object                     Distance      Geod. Az  |
 QO1194|                                                           dddmmss.s |
 QO1194| QO1871 PFLUG                               347.812 METERS 35135     |
 QO1194|---------------------------------------------------------------------|
 QO1194
 QO1194                          SUPERSEDED SURVEY CONTROL
 QO1194
 QO1194  NAD 83(1986)-  45 02 06.46812(N)    093 30 44.69845(W) AD(       ) 2
 QO1194  NAD 27      -  45 02 06.60118(N)    093 30 43.85646(W) AD(       ) 2
 QO1194  NGVD 29 (07/19/86)  307.47   (m)         1008.8    (f) LEVELING    3  
 QO1194
 QO1194.Superseded values are not recommended for survey control.
 QO1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1194.See file dsdata.txt to determine how the superseded data were derived.
 QO1194
 QO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5963886980(NAD 83)
 QO1194
 QO1194_MARKER: DD = SURVEY DISK
 QO1194_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1194+WITH SETTING: INFORMATION.
 QO1194_SP_SET: METAL ROD WITH BASE PLATE
 QO1194_STAMPING: 2722 AA 1977
 QO1194_MARK LOGO: MNDT  
 QO1194_PROJECTION: RECESSED 5 CENTIMETERS
 QO1194_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1194+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 QO1194_ROD/PIPE-DEPTH:  2.4 meters
 QO1194
 QO1194  HISTORY     - Date     Condition        Report By
 QO1194  HISTORY     - 1977     MONUMENTED       MNDT
 QO1194  HISTORY     - 1977     GOOD             MNDT
 QO1194  HISTORY     - 19910831 GOOD             USPSQD
 QO1194  HISTORY     - 20041118 GOOD             USPSQD
 QO1194  HISTORY     - 20070813 GOOD             MNDT
 QO1194
 QO1194                          STATION DESCRIPTION
 QO1194
 QO1194'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1194'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHEAST OF THE TOWN OF HAMEL,
 QO1194'IN THE NE 1/4 OF SECTION 18, T118N, R22W, ON THE SOUTHWEST
 QO1194'RIGHT-OF-WAY OF TRUNK HIGHWAY 55, 3.2 MILES NORTHWEST ALONG TRUNK
 QO1194'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 494
 QO1194'ON THE WEST EDGE OF MINNEAPOLIS.
 QO1194'
 QO1194'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1194'STAMPED---2722 AA 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1194'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1194'MARK IS 66.0 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 QO1194'LANE OF TRUNK HIGHWAY 55, 24.0 FEET NORTH-NORTHEAST OF THE EXTENDED
 QO1194'CENTERLINE OF A FRONTAGE ROAD, 163.5 FEET EAST-SOUTHEAST OF THE
 QO1194'CENTERLINE OF A CROSSOVER, 86 FEET WEST-NORTHWEST OF A POWER POLE, 43
 QO1194'FEET NORTH-NORTHEAST OF A POWER POLE, 10.3 FEET NORTHEAST OF A
 QO1194'RIGHT-OF-WAY POST, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THIS
 QO1194'STATION WAS USED AS AN AZIMUTH SIGHT FOR STATIONS COKE MNDT AND
 QO1194'PFLUG MNDT.
 QO1194
 QO1194                          STATION RECOVERY (1977)
 QO1194
 QO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO1194'0.7 MI SE FROM HAMEL.
 QO1194'THE MARK IS 0.6 MILE SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1194'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1194'HAMEL. IT IS 66 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55
 QO1194'EASTBOUND, 117 FT. NORTHEAST OF THE NORTHEAST CORNER OF GARAGE AT
 QO1194'18305 SOUTH TRUNK HIGHWAY 55 FRONTAGE ROAD, 86 FT. NORTHWEST OF A
 QO1194'TELEPHONE POWER POLE, 43 FT. NORTHEAST OF A TELEPHONE POWER POLE. IT
 QO1194'IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 QO1194'MARKER 177.2, 4.0 FT. BELOW THE LEVEL OF EASTBOUND TRUNK HIGHWAY 55.
 QO1194
 QO1194                          STATION RECOVERY (1991)
 QO1194
 QO1194'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1194'RECOVERED IN GOOD CONDITION.
 QO1194
 QO1194                          STATION RECOVERY (2004)
 QO1194
 QO1194'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1194'RECOVERED IN GOOD CONDITION.
 QO1194
 QO1194                          STATION RECOVERY (2007)
 QO1194
 QO1194'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1194'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1194'7.9 MI (12.7 KM) SOUTHWEST OF OSSEO AND 0.8 MI (1.3 KM) EAST-SOUTHEAST
 QO1194'OF HAMEL.
 QO1194' 
 QO1194'TO REACH TO THE MARK GO 0.75 MI (1.2 KM) SOUTHEAST OF HAMEL, 3.2 MI
 QO1194'(5.1 KM) NORTHWEST OF INTERSTATE HIGHWAY 494, 66.0 FT (20.1 M)
 QO1194'SOUTH-SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 24 FT (7.3 M)
 QO1194'NORTH-NORTHEAST OF EXTENDED FRONTAGE ROAD, 163.5 FT (49.8 M)
 QO1194'EAST-SOUTHEAST OF CROSS-OVER TO URBANDALE COURT, 86 FT (26.2 M)
 QO1194'WEST-NORTHWEST OF POWER POLE, 43 FT (13.1 M) NORTH-NORTHEAST OF POWER
 QO1194'POLE, 10.3 FT (3.1 M) NORTHEAST OF RIGHT OF WAY POST, 1.0 FT (0.3 M)
 QO1194'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1172 ***********************************************************************
 QO1172  DESIGNATION -  2722 D
 QO1172  PID         -  QO1172
 QO1172  STATE/COUNTY-  MN/HENNEPIN
 QO1172  COUNTRY     -  US
 QO1172  USGS QUAD   -  ROCKFORD (1993)
 QO1172
 QO1172                         *CURRENT SURVEY CONTROL
 QO1172  ______________________________________________________________________
 QO1172* NAD 83(1986) POSITION- 45 04 46.33   (N) 093 42 23.19   (W)   HD_HELD1  
 QO1172* NAVD 88 ORTHO HEIGHT -   309.389  (meters)    1015.05  (feet) ADJUSTED  
 QO1172  ______________________________________________________________________
 QO1172  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 QO1172  DYNAMIC HEIGHT  -        309.362 (meters)     1014.97  (feet) COMP
 QO1172  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QO1172
 QO1172  VERT ORDER      -  SECOND    CLASS I
 QO1172
 QO1172.The horizontal coordinates were established by differentially corrected
 QO1172.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1172.
 QO1172.The orthometric height was determined by differential leveling and
 QO1172.adjusted in June 1991.
 QO1172
 QO1172.Photographs are available for this station.
 QO1172
 QO1172.The dynamic height is computed by dividing the NAVD 88
 QO1172.geopotential number by the normal gravity value computed on the
 QO1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1172.degrees latitude (g = 980.6199 gals.).
 QO1172
 QO1172.The modeled gravity was interpolated from observed gravity values.
 QO1172
 QO1172;                    North         East    Units  Estimated Accuracy
 QO1172;SPC MN S     -   331,107.0     823,113.4     MT  (+/- 3 meters HH1 GPS) 
 QO1172
 QO1172                          SUPERSEDED SURVEY CONTROL
 QO1172
 QO1172.No superseded survey control is available for this station.
 QO1172
 QO1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4439892028(NAD 83)
 QO1172
 QO1172_MARKER: DD = SURVEY DISK
 QO1172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO1172_SP_SET: COPPER-CLAD STEEL ROD
 QO1172_STAMPING: 2722 D 1977
 QO1172_MARK LOGO: MNDT  
 QO1172_PROJECTION: RECESSED 5 CENTIMETERS
 QO1172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1172+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1172_ROD/PIPE-DEPTH:  7.3 meters
 QO1172
 QO1172  HISTORY     - Date     Condition        Report By
 QO1172  HISTORY     - 1977     MONUMENTED       MNDT
 QO1172  HISTORY     - 1978     GOOD             MNDT
 QO1172  HISTORY     - 20070808 GOOD             MNDT
 QO1172
 QO1172                          STATION DESCRIPTION
 QO1172
 QO1172'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1172'1.6 MI SE FROM ROCKFORD.
 QO1172'THE MARK IS 1.7 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1172'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1172'RIVER IN ROCKFORD. IT IS 60 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1172'HIGHWAY 55, 69 FT. NORTH OF THE NORTHEAST CORNER OF THE BARN, 58 FT.
 QO1172'WEST OF THE CENTERLINE OF THE FIELD ENTRANCE, 13 FT. NORTHEAST OF A
 QO1172'14 INCH DIAMETER SPRUCE TREE. IT IS 1.0 FT. NORTH OF A STEEL WITNESS
 QO1172'POST AT TRUNK HIGHWAY 55 MILE MARKER 166.9, ABOUT LEVEL WITH
 QO1172'TRUNK HIGHWAY 55.
 QO1172
 QO1172                          STATION RECOVERY (2007)
 QO1172
 QO1172'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1172'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF SAINT
 QO1172'MICHAEL, 4.8 MI (7.7 KM) EAST-NORTHEAST OF DELANO AND 1.5 MI (2.4 KM)
 QO1172'EAST-SOUTHEAST OF ROCKFORD.
 QO1172' 
 QO1172'TO REACH TO THE MARK GO 1.7 MI (2.7 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1172'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1172'55 MILE POINT 166.9, 60 FT (18.3 M) SOUTH OF TRUNK HIGHWAY 55, 69 FT
 QO1172'(21.0 M) NORTH OF THE NORTHEAST CORNER OF BARN, 58 FT (17.7 M) WEST OF
 QO1172'A FIELD ENTRANCE, 13 FT (4.0 M) NORTHEAST OF 14 INCH (36 CM) SPRUCE
 QO1172'TREE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1173 ***********************************************************************
 QO1173  DESIGNATION -  2722 E
 QO1173  PID         -  QO1173
 QO1173  STATE/COUNTY-  MN/HENNEPIN
 QO1173  COUNTRY     -  US
 QO1173  USGS QUAD   -  ROCKFORD (1993)
 QO1173
 QO1173                         *CURRENT SURVEY CONTROL
 QO1173  ______________________________________________________________________
 QO1173* NAD 83(1986) POSITION- 45 04 29.72   (N) 093 41 54.67   (W)   HD_HELD1  
 QO1173* NAVD 88 ORTHO HEIGHT -   309.710  (meters)    1016.11  (feet) ADJUSTED  
 QO1173  ______________________________________________________________________
 QO1173  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 QO1173  DYNAMIC HEIGHT  -        309.684 (meters)     1016.02  (feet) COMP
 QO1173  MODELED GRAVITY -    980,523.8   (mgal)                       NAVD 88
 QO1173
 QO1173  VERT ORDER      -  SECOND    CLASS I
 QO1173
 QO1173.The horizontal coordinates were established by differentially corrected
 QO1173.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1173.
 QO1173.The orthometric height was determined by differential leveling and
 QO1173.adjusted in June 1991.
 QO1173
 QO1173.Photographs are available for this station.
 QO1173
 QO1173.The dynamic height is computed by dividing the NAVD 88
 QO1173.geopotential number by the normal gravity value computed on the
 QO1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1173.degrees latitude (g = 980.6199 gals.).
 QO1173
 QO1173.The modeled gravity was interpolated from observed gravity values.
 QO1173
 QO1173;                    North         East    Units  Estimated Accuracy
 QO1173;SPC MN S     -   330,596.6     823,739.1     MT  (+/- 3 meters HH1 GPS) 
 QO1173
 QO1173                          SUPERSEDED SURVEY CONTROL
 QO1173
 QO1173.No superseded survey control is available for this station.
 QO1173
 QO1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4501791510(NAD 83)
 QO1173
 QO1173_MARKER: DD = SURVEY DISK
 QO1173_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1173+WITH SETTING: INFORMATION.
 QO1173_SP_SET: METAL ROD WITH BASE PLATE
 QO1173_STAMPING: 2722 E 1977
 QO1173_MARK LOGO: MNDT  
 QO1173_PROJECTION: FLUSH
 QO1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1173+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1173_ROD/PIPE-DEPTH:  2.4 meters
 QO1173
 QO1173  HISTORY     - Date     Condition        Report By
 QO1173  HISTORY     - 1977     MONUMENTED       MNDT
 QO1173  HISTORY     - 1978     GOOD             MNDT
 QO1173  HISTORY     - 1986     GOOD             USPSQD
 QO1173  HISTORY     - 20070808 GOOD             MNDT
 QO1173
 QO1173                          STATION DESCRIPTION
 QO1173
 QO1173'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1173'2.0 MI SE FROM ROCKFORD.
 QO1173'THE MARK IS 2.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1173'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1173'RIVER IN ROCKFORD. IT IS 56 FT. NORTHEAST OF THE CENTERLINE OF TRUNK
 QO1173'HIGHWAY 55, 84 FT. SOUTHEAST OF A TELEPHONE STAND BOX, 40 FT. EAST OF
 QO1173'A FIELD ENTRANCE. IT IS 1.0 FT. SOUTHWEST OF A STEEL WITNESS POST AT
 QO1173'TRUNK HIGHWAY 55 MILE MARKER 167.5, ABOUT LEVEL WITH TRUNK HIGHWAY
 QO1173'55.
 QO1173
 QO1173                          STATION RECOVERY (1986)
 QO1173
 QO1173'RECOVERY NOTE BY US POWER SQUADRON 1986 (NM)
 QO1173'RECOVERED IN GOOD CONDITION.
 QO1173
 QO1173                          STATION RECOVERY (2007)
 QO1173
 QO1173'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1173'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF HAMEL,
 QO1173'5.0 MI (8.0 KM) EAST-NORTHEAST OF DELANO AND 2.0 MI (3.2 KM)
 QO1173'EAST-SOUTHEAST OF ROCKFORD.
 QO1173' 
 QO1173'TO REACH TO THE MARK GO 2.3 MI (3.7 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1173'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1173'55 MILE POINT 167.5, 56 FT (17.1 M) NORTHEAST OF TRUNK HIGHWAY 55, 8.4
 QO1173'FT (2.6 M) SOUTHEAST OF TELEPHONE BOX, 40 FT (12.2 M) EAST OF A FIELD
 QO1173'ENTRANCE, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1174 ***********************************************************************
 QO1174  DESIGNATION -  2722 F
 QO1174  PID         -  QO1174
 QO1174  STATE/COUNTY-  MN/HENNEPIN
 QO1174  COUNTRY     -  US
 QO1174  USGS QUAD   -  ROCKFORD (1993)
 QO1174
 QO1174                         *CURRENT SURVEY CONTROL
 QO1174  ______________________________________________________________________
 QO1174* NAD 83(1986) POSITION- 45 04 18.76   (N) 093 41 21.88   (W)   HD_HELD1  
 QO1174* NAVD 88 ORTHO HEIGHT -   303.363  (meters)     995.28  (feet) ADJUSTED  
 QO1174  ______________________________________________________________________
 QO1174  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO1174  DYNAMIC HEIGHT  -        303.337 (meters)      995.20  (feet) COMP
 QO1174  MODELED GRAVITY -    980,524.1   (mgal)                       NAVD 88
 QO1174
 QO1174  VERT ORDER      -  SECOND    CLASS I
 QO1174
 QO1174.The horizontal coordinates were established by differentially corrected
 QO1174.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1174.
 QO1174.The orthometric height was determined by differential leveling and
 QO1174.adjusted in June 1991.
 QO1174
 QO1174.Photographs are available for this station.
 QO1174
 QO1174.The dynamic height is computed by dividing the NAVD 88
 QO1174.geopotential number by the normal gravity value computed on the
 QO1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1174.degrees latitude (g = 980.6199 gals.).
 QO1174
 QO1174.The modeled gravity was interpolated from observed gravity values.
 QO1174
 QO1174;                    North         East    Units  Estimated Accuracy
 QO1174;SPC MN S     -   330,260.9     824,457.6     MT  (+/- 3 meters HH1 GPS) 
 QO1174
 QO1174                          SUPERSEDED SURVEY CONTROL
 QO1174
 QO1174.No superseded survey control is available for this station.
 QO1174
 QO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4573191166(NAD 83)
 QO1174
 QO1174_MARKER: DD = SURVEY DISK
 QO1174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1174+WITH SETTING: INFORMATION.
 QO1174_SP_SET: METAL ROD WITH BASE PLATE
 QO1174_STAMPING: 2722 F 1977
 QO1174_MARK LOGO: MNDT  
 QO1174_PROJECTION: FLUSH
 QO1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1174+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1174_ROD/PIPE-DEPTH:  2.4 meters
 QO1174
 QO1174  HISTORY     - Date     Condition        Report By
 QO1174  HISTORY     - 1977     MONUMENTED       MNDT
 QO1174  HISTORY     - 1978     GOOD             MNDT
 QO1174  HISTORY     - 20070808 GOOD             MNDT
 QO1174
 QO1174                          STATION DESCRIPTION
 QO1174
 QO1174'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1174'2.4 MI SE FROM ROCKFORD.
 QO1174'THE MARK IS 2.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1174'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1174'RIVER IN ROCKFORD. IT IS 49 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1174'HIGHWAY 55, 120 FT. WEST OF A POWER POLE, 51 FT. NORTH OF THE
 QO1174'CENTERLINE OF THE RAILROAD TRACK. IT IS 1.0 FT. NORTH OF A STEEL
 QO1174'WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 168.0, 3.0 FT. BELOW THE
 QO1174'LEVEL OF TRUNK HIGHWAY 55.
 QO1174
 QO1174                          STATION RECOVERY (2007)
 QO1174
 QO1174'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1174'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF HAMEL,
 QO1174'5.3 MI (8.5 KM) EAST-NORTHEAST OF DELANO AND 2.5 MI (4.0 KM)
 QO1174'EAST-SOUTHEAST OF ROCKFORD.
 QO1174' 
 QO1174'TO REACH TO THE MARK GO 2.9 MI (4.7 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1174'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1174'55 MILE POINT 168.0, 49 FT (14.9 M) SOUTH OF TRUNK HIGHWAY 55, 120 FT
 QO1174'(36.6 M) WEST OF POWER POLE, 51 FT (15.5 M) NORTH OF RAILROAD, 250 FT
 QO1174'(76.2 M) EAST OF NORTH SHORE DRIVE(IN SUMAC), 1.0 FT (0.3 M) NORTH OF
 QO1174'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1175 ***********************************************************************
 QO1175  DESIGNATION -  2722 G
 QO1175  PID         -  QO1175
 QO1175  STATE/COUNTY-  MN/HENNEPIN
 QO1175  COUNTRY     -  US
 QO1175  USGS QUAD   -  ROCKFORD (1993)
 QO1175
 QO1175                         *CURRENT SURVEY CONTROL
 QO1175  ______________________________________________________________________
 QO1175* NAD 83(1996) POSITION- 45 04 15.20133(N) 093 40 40.27984(W)   NO CHECK  
 QO1175* NAVD 88 ORTHO HEIGHT -   304.904  (meters)    1000.34  (feet) ADJUSTED  
 QO1175  ______________________________________________________________________
 QO1175  LAPLACE CORR    -          0.89  (seconds)                    DEFLEC09
 QO1175  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 QO1175  DYNAMIC HEIGHT  -        304.878 (meters)     1000.25  (feet) COMP
 QO1175  MODELED GRAVITY -    980,523.7   (mgal)                       NAVD 88
 QO1175
 QO1175  HORZ ORDER      -  THIRD
 QO1175  VERT ORDER      -  SECOND    CLASS I
 QO1175
 QO1175.The horizontal coordinates were established by classical geodetic methods
 QO1175.and adjusted by the National Geodetic Survey in March 1999.
 QO1175.
 QO1175.No horizontal observational check was made to the station.
 QO1175.
 QO1175.The orthometric height was determined by differential leveling and
 QO1175.adjusted in June 1991.
 QO1175
 QO1175.Photographs are available for this station.
 QO1175
 QO1175.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1175
 QO1175.The dynamic height is computed by dividing the NAVD 88
 QO1175.geopotential number by the normal gravity value computed on the
 QO1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1175.degrees latitude (g = 980.6199 gals.).
 QO1175
 QO1175.The modeled gravity was interpolated from observed gravity values.
 QO1175
 QO1175. The following values were computed from the NAD 83(1996) position.
 QO1175
 QO1175;                    North         East     Units Scale Factor Converg.
 QO1175;SPC MN S     -   330,154.589   825,367.942   MT  0.99997141   +0 13 32.9
 QO1175;SPC MN S     - 1,083,182.18  2,707,894.66   sFT  0.99997141   +0 13 32.9
 QO1175;UTM  15      - 4,991,048.822   446,640.538   MT  0.99963501   -0 28 47.7
 QO1175
 QO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1175!SPC MN S     -   0.99995653  x   0.99997141  =   0.99992794
 QO1175!UTM  15      -   0.99995653  x   0.99963501  =   0.99959155
 QO1175
 QO1175                          SUPERSEDED SURVEY CONTROL
 QO1175
 QO1175  NAD 83(1986)-  45 04 15.19627(N)    093 40 40.27504(W) AD(       ) 3
 QO1175  NAD 27      -  45 04 15.32958(N)    093 40 39.40572(W) AD(       ) 3
 QO1175  NGVD 29 (07/19/86)  304.82   (m)         1000.1    (f) LEVELING    3  
 QO1175
 QO1175.Superseded values are not recommended for survey control.
 QO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1175.See file dsdata.txt to determine how the superseded data were derived.
 QO1175
 QO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4664091048(NAD 83)
 QO1175
 QO1175_MARKER: DD = SURVEY DISK
 QO1175_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1175+WITH SETTING: INFORMATION.
 QO1175_SP_SET: METAL ROD WITH BASE PLATE
 QO1175_STAMPING: 2722 G 1977
 QO1175_MARK LOGO: MNDT  
 QO1175_PROJECTION: FLUSH
 QO1175_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1175+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1175_ROD/PIPE-DEPTH:  2.4 meters
 QO1175
 QO1175  HISTORY     - Date     Condition        Report By
 QO1175  HISTORY     - 1977     MONUMENTED       MNDT
 QO1175  HISTORY     - 1978     GOOD             MNDT
 QO1175  HISTORY     - 20070808 GOOD             MNDT
 QO1175
 QO1175                          STATION DESCRIPTION
 QO1175
 QO1175'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1175'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF
 QO1175'ROCKFORD, IN THE SW 1/4 OF SECTION 35, T119N, R24W, ON THE SOUTH
 QO1175'RIGHT-OF-WAY OF TRUNK HIGHWAY 55 AT MILEPOINT 168.6.
 QO1175'
 QO1175'TO REACH THE STATION FROM THE TRUNK HIGHWAY 55 BRIDGE OVER THE CROW
 QO1175'RIVER, IN ROCKFORD, GO SOUTHEAST ON TRUNK HIGHWAY 55 FOR 3.2 MILES TO
 QO1175'THE STATION ON THE RIGHT.
 QO1175'
 QO1175'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1175'STAMPED---2722 G 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1175'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1175'MARK IS 46.0 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 83 FEET
 QO1175'EAST OF THE CENTER OF AN ENTRANCE, 95.7 FEET NORTH-NORTHEAST OF THE
 QO1175'NORTH RAIL OF THE SOO LINE RAILROAD TRACKS, AND 0.8 FOOT NORTH OF A
 QO1175'STEEL WITNESS POST.
 QO1175'
 QO1175'THIS STATION WAS USED AS AN AZIMUTH SIGHT FOR STATION SARAH MNDT.
 QO1175
 QO1175                          STATION RECOVERY (1978)
 QO1175
 QO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1175'2.7 MI NW FROM LORETTO.
 QO1175'THE MARK IS 3.5 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1175'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1175'RIVER IN ROCKFORD. IT IS 47 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1175'HIGHWAY 55, 99 FT. NORTH OF THE CENTERLINE OF THE RAILROAD TRACKS,
 QO1175'83 FT. EAST OF THE CENTERLINE OF THE FIELD ENTRANCE. IT IS 1.0 FT.
 QO1175'NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 168.6
 QO1175'2.5 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1175
 QO1175                          STATION RECOVERY (2007)
 QO1175
 QO1175'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1175'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF HAMEL,
 QO1175'5.8 MI (9.3 KM) EAST-NORTHEAST OF DELANO AND 3.0 MI (4.8 KM)
 QO1175'EAST-SOUTHEAST OF ROCKFORD.
 QO1175' 
 QO1175'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTHEAST OF ROCKFORD, 3.2 MI
 QO1175'(5.1 KM) SOUTHEAST OF CROW RIVER, 46.0 FT (14.0 M) SOUTH OF TRUNK
 QO1175'HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT 168.6, 83 FT (25.3 M) EAST
 QO1175'OF DRIVEWAY SOUTH, 95.7 FT (29.2 M) NORTH-NORTHEAST OF NORTH RAIL OF
 QO1175'RAILROAD, 120 FT (36.6 M) EAST OF YVETTE STREET TO NORTH, 1.0 FT (0.3
 QO1175'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1176 ***********************************************************************
 QO1176  DESIGNATION -  2722 H
 QO1176  PID         -  QO1176
 QO1176  STATE/COUNTY-  MN/HENNEPIN
 QO1176  COUNTRY     -  US
 QO1176  USGS QUAD   -  ROCKFORD (1993)
 QO1176
 QO1176                         *CURRENT SURVEY CONTROL
 QO1176  ______________________________________________________________________
 QO1176* NAD 83(2007) POSITION- 45 04 08.49639(N) 093 40 15.20093(W)   ADJUSTED  
 QO1176* NAD 83(2007) ELLIP HT-   287.595 (meters)        (10/05/09)   ADJUSTED
 QO1176* NAD 83(2007) EPOCH   -  2002.00
 QO1176* NAVD 88 ORTHO HEIGHT -   315.202  (meters)    1034.13  (feet) ADJUSTED  
 QO1176  ______________________________________________________________________
 QO1176  NAD 83(2007) X  -   -288,905.519 (meters)                     COMP
 QO1176  NAD 83(2007) Y  - -4,503,108.305 (meters)                     COMP
 QO1176  NAD 83(2007) Z  -  4,492,973.042 (meters)                     COMP
 QO1176  LAPLACE CORR    -          1.22  (seconds)                    DEFLEC09
 QO1176  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 QO1176  DYNAMIC HEIGHT  -        315.175 (meters)     1034.04  (feet) COMP
 QO1176  MODELED GRAVITY -    980,523.6   (mgal)                       NAVD 88
 QO1176
 QO1176  HORZ ORDER      -  FIRST
 QO1176  VERT ORDER      -  SECOND    CLASS I
 QO1176  ELLP ORDER      -  THIRD     CLASS II
 QO1176
 QO1176.The horizontal coordinates were established by GPS observations
 QO1176.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QO1176
 QO1176.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1176.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1176
 QO1176.The horizontal coordinates are valid at the epoch date displayed above
 QO1176.which is a decimal equivalence of Year/Month/Day.
 QO1176
 QO1176.The orthometric height was determined by differential leveling and
 QO1176.adjusted in June 1991.
 QO1176
 QO1176.Photographs are available for this station.
 QO1176
 QO1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1176
 QO1176.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1176
 QO1176.The ellipsoidal height was determined by GPS observations
 QO1176.and is referenced to NAD 83.
 QO1176
 QO1176.The dynamic height is computed by dividing the NAVD 88
 QO1176.geopotential number by the normal gravity value computed on the
 QO1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1176.degrees latitude (g = 980.6199 gals.).
 QO1176
 QO1176.The modeled gravity was interpolated from observed gravity values.
 QO1176
 QO1176. The following values were computed from the NAD 83(2007) position.
 QO1176
 QO1176;                    North         East     Units Scale Factor Converg.
 QO1176;SPC MN S     -   329,949.798   825,917.354   MT  0.99997109   +0 13 50.5
 QO1176;SPC MN S     - 1,082,510.30  2,709,697.19   sFT  0.99997109   +0 13 50.5
 QO1176;UTM  15      - 4,990,837.351   447,187.201   MT  0.99963430   -0 28 29.9
 QO1176
 QO1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1176!SPC MN S     -   0.99995491  x   0.99997109  =   0.99992600
 QO1176!UTM  15      -   0.99995491  x   0.99963430  =   0.99958923
 QO1176
 QO1176                          SUPERSEDED SURVEY CONTROL
 QO1176
 QO1176  NAVD 88 (10/05/09)  315.20   (m)         1034.1    (f) LEVELING    3  
 QO1176
 QO1176.Superseded values are not recommended for survey control.
 QO1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1176.See file dsdata.txt to determine how the superseded data were derived.
 QO1176
 QO1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4718790837(NAD 83)
 QO1176
 QO1176_MARKER: DV = VERTICAL CONTROL DISK
 QO1176_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1176+WITH SETTING: INFORMATION.
 QO1176_SP_SET: METAL ROD WITH BASE PLATE
 QO1176_STAMPING: 2722 H 1977
 QO1176_MARK LOGO: MNDT  
 QO1176_PROJECTION: RECESSED 5 CENTIMETERS
 QO1176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1176+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1176_ROD/PIPE-DEPTH:  2.4 meters
 QO1176
 QO1176  HISTORY     - Date     Condition        Report By
 QO1176  HISTORY     - 1977     MONUMENTED       MNDT
 QO1176  HISTORY     - 1978     GOOD             MNDT
 QO1176  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1176  HISTORY     - 20060712 GOOD             MNDT
 QO1176  HISTORY     - 20070808 GOOD             MNDT
 QO1176
 QO1176                          STATION DESCRIPTION
 QO1176
 QO1176'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1176'2.1 MI NW FROM LORETTO.
 QO1176'THE MARK IS 3.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1176'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1176'RIVER IN ROCKFORD. IT IS 55 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1176'HIGHWAY 55, 70 FT. EAST OF THE CENTERLINE OF EAST LAKE SARAH HEIGHTS
 QO1176'ROAD, 60 FT. NORTHWEST OF A POWER POLE. IT IS 1.4 FT. NORTH OF A
 QO1176'STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 168.9, 0.5 FT.
 QO1176'ABOVE THE LEVEL OF TRUNK HIGHWAY 55.
 QO1176
 QO1176                          STATION RECOVERY (1991)
 QO1176
 QO1176'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1176'MARK NOT FOUND.
 QO1176
 QO1176                          STATION RECOVERY (2006)
 QO1176
 QO1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1176'3.9 MILES SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1176'CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILEPOINT 168.9, 55 FEET
 QO1176'SOUTH OF TRUNK HIGHWAY 55, 79 FEET EAST OF EAST LAKE SARAH HEIGHTS
 QO1176'ROAD, 60 FEET NORTHWEST OF POWER POLE, 1.4 FEET NORTH OF WITNESS POST.
 QO1176
 QO1176                          STATION RECOVERY (2007)
 QO1176
 QO1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1176'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF HAMEL,
 QO1176'6.1 MI (9.8 KM) EAST-NORTHEAST OF DELANO AND 3.4 MI (5.5 KM)
 QO1176'EAST-SOUTHEAST OF ROCKFORD.
 QO1176' 
 QO1176'TO REACH TO THE MARK GO 3.9 MI (6.3 KM) SOUTHEAST OF WEST END OF TRUNK
 QO1176'HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY
 QO1176'55 MILE POINT 168.9, 55 FT (16.8 M) SOUTH OF TRUNK HIGHWAY 55, 79 FT
 QO1176'(24.1 M) EAST OF EAST LAKE SARAH HEIGHTS ROAD, 60 FT (18.3 M)
 QO1176'NORTHWEST OF POWER POLE, 1.4 FT (0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1177 ***********************************************************************
 QO1177  DESIGNATION -  2722 J
 QO1177  PID         -  QO1177
 QO1177  STATE/COUNTY-  MN/HENNEPIN
 QO1177  COUNTRY     -  US
 QO1177  USGS QUAD   -  ROCKFORD (1993)
 QO1177
 QO1177                         *CURRENT SURVEY CONTROL
 QO1177  ______________________________________________________________________
 QO1177* NAD 83(1986) POSITION- 45 04 09.72   (N) 093 39 45.40   (W)   HD_HELD1  
 QO1177* NAVD 88 ORTHO HEIGHT -   306.927  (meters)    1006.98  (feet) ADJUSTED  
 QO1177  ______________________________________________________________________
 QO1177  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO1177  DYNAMIC HEIGHT  -        306.901 (meters)     1006.89  (feet) COMP
 QO1177  MODELED GRAVITY -    980,523.1   (mgal)                       NAVD 88
 QO1177
 QO1177  VERT ORDER      -  SECOND    CLASS I
 QO1177
 QO1177.The horizontal coordinates were established by differentially corrected
 QO1177.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1177.
 QO1177.The orthometric height was determined by differential leveling and
 QO1177.adjusted in June 1991.
 QO1177
 QO1177.Photographs are available for this station.
 QO1177
 QO1177.The dynamic height is computed by dividing the NAVD 88
 QO1177.geopotential number by the normal gravity value computed on the
 QO1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1177.degrees latitude (g = 980.6199 gals.).
 QO1177
 QO1177.The modeled gravity was interpolated from observed gravity values.
 QO1177
 QO1177;                    North         East    Units  Estimated Accuracy
 QO1177;SPC MN S     -   329,990.2     826,569.1     MT  (+/- 3 meters HH1 GPS) 
 QO1177
 QO1177                          SUPERSEDED SURVEY CONTROL
 QO1177
 QO1177.No superseded survey control is available for this station.
 QO1177
 QO1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4783990869(NAD 83)
 QO1177
 QO1177_MARKER: DD = SURVEY DISK
 QO1177_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1177+WITH SETTING: INFORMATION.
 QO1177_SP_SET: METAL ROD WITH BASE PLATE
 QO1177_STAMPING: 2722 J 1977
 QO1177_MARK LOGO: MNDT  
 QO1177_PROJECTION: RECESSED 3 CENTIMETERS
 QO1177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1177+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1177_ROD/PIPE-DEPTH:  2.4 meters
 QO1177
 QO1177  HISTORY     - Date     Condition        Report By
 QO1177  HISTORY     - 1977     MONUMENTED       MNDT
 QO1177  HISTORY     - 1978     GOOD             MNDT
 QO1177  HISTORY     - 20070808 GOOD             MNDT
 QO1177
 QO1177                          STATION DESCRIPTION
 QO1177
 QO1177'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1177'1.7 MI NW FROM LORETTO.
 QO1177'THE MARK IS 4.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1177'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1177'RIVER IN ROCKFORD. IT IS 70 FT. NORTH OF THE CENTERLINE OF TRUNK
 QO1177'HIGHWAY 55, 70 FT. WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 4.0
 QO1177'FT. SOUTH OF A BARBED WIRE FENCE. IT IS 1.0 FT. SOUTH OF A STEEL
 QO1177'WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 169.3, 1.5 FT. BELOW THE
 QO1177'LEVEL OF TRUNK HIGHWAY 55.
 QO1177
 QO1177                          STATION RECOVERY (2007)
 QO1177
 QO1177'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1177'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF HAMEL,
 QO1177'6.5 MI (10.5 KM) EAST-NORTHEAST OF DELANO AND 3.7 MI (6.0 KM)
 QO1177'EAST-SOUTHEAST OF ROCKFORD.
 QO1177' 
 QO1177'TO REACH TO THE MARK 1.7 MI (2.7 KM) NORTHWEST OF LORETO, 4.3 MI (6.9
 QO1177'KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW
 QO1177'RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 169.3, 70 FT (21.3
 QO1177'M) NORTH OF TRUNK HIGHWAY 55, 70 FT (21.3 M) WEST OF A FIELD ENTRANCE,
 QO1177'4 FT (1.2 M) SOUTH OF A FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1178 ***********************************************************************
 QO1178  DESIGNATION -  2722 K
 QO1178  PID         -  QO1178
 QO1178  STATE/COUNTY-  MN/HENNEPIN
 QO1178  COUNTRY     -  US
 QO1178  USGS QUAD   -  ROCKFORD (1993)
 QO1178
 QO1178                         *CURRENT SURVEY CONTROL
 QO1178  ______________________________________________________________________
 QO1178* NAD 83(1986) POSITION- 45 04 03.77   (N) 093 39 06.57   (W)   HD_HELD1  
 QO1178* NAVD 88 ORTHO HEIGHT -   315.246  (meters)    1034.27  (feet) ADJUSTED  
 QO1178  ______________________________________________________________________
 QO1178  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 QO1178  DYNAMIC HEIGHT  -        315.219 (meters)     1034.18  (feet) COMP
 QO1178  MODELED GRAVITY -    980,523.5   (mgal)                       NAVD 88
 QO1178
 QO1178  VERT ORDER      -  SECOND    CLASS I
 QO1178
 QO1178.The horizontal coordinates were established by differentially corrected
 QO1178.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1178.
 QO1178.The orthometric height was determined by differential leveling and
 QO1178.adjusted in June 1991.
 QO1178
 QO1178.Photographs are available for this station.
 QO1178
 QO1178.The dynamic height is computed by dividing the NAVD 88
 QO1178.geopotential number by the normal gravity value computed on the
 QO1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1178.degrees latitude (g = 980.6199 gals.).
 QO1178
 QO1178.The modeled gravity was interpolated from observed gravity values.
 QO1178
 QO1178;                    North         East    Units  Estimated Accuracy
 QO1178;SPC MN S     -   329,810.1     827,419.3     MT  (+/- 3 meters HH1 GPS) 
 QO1178
 QO1178                          SUPERSEDED SURVEY CONTROL
 QO1178
 QO1178.No superseded survey control is available for this station.
 QO1178
 QO1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4868690679(NAD 83)
 QO1178
 QO1178_MARKER: DV = VERTICAL CONTROL DISK
 QO1178_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1178+WITH SETTING: INFORMATION.
 QO1178_SP_SET: METAL ROD WITH BASE PLATE
 QO1178_STAMPING: 2722 K 1977
 QO1178_MARK LOGO: MNDT  
 QO1178_PROJECTION: RECESSED 5 CENTIMETERS
 QO1178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1178+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1178_ROD/PIPE-DEPTH:  2.4 meters
 QO1178
 QO1178  HISTORY     - Date     Condition        Report By
 QO1178  HISTORY     - 1977     MONUMENTED       MNDT
 QO1178  HISTORY     - 1978     GOOD             MNDT
 QO1178  HISTORY     - 20060710 GOOD             MNDT
 QO1178  HISTORY     - 20070809 GOOD             MNDT
 QO1178
 QO1178                          STATION DESCRIPTION
 QO1178
 QO1178'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1178'1.4 MI NW FROM LORETTO.
 QO1178'THE MARK IS 4.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1178'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1178'RIVER IN ROCKFORD. IT IS 58 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK
 QO1178'HIGHWAY 55, 28 FT. SOUTHEAST OF THE END OF A METAL PIPE CULVERT AT
 QO1178'THE DITCH BLOCK, 13 FT. NORTH OF THE FENCE LINE. IT IS 1.0 FT. NORTH
 QO1178'OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 169.9, ABOUT
 QO1178'LEVEL WITH TRUNK HIGHWAY 55.
 QO1178
 QO1178                          STATION RECOVERY (2006)
 QO1178
 QO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1178'1.4 MILES NORTHWEST OF LORETTO, 4.9 MILES SOUTHEAST OF WEST END OF
 QO1178'TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK
 QO1178'HIGHWAY 55 MILEPOINT 169.9, 58 FEET SOUTHWEST OF TRUNK HIGHWAY 55, 900
 QO1178'FEET WEST OF KLAERS DRIVE, 13 FEET NORTH OF FENCELINE, 1.0 FEET NORTH
 QO1178'OF WITNESS POST
 QO1178
 QO1178                          STATION RECOVERY (2007)
 QO1178
 QO1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1178'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF DELANO,
 QO1178'6.4 MI (10.3 KM) WEST-NORTHWEST OF HAMEL AND 4.3 MI (6.9 KM)
 QO1178'EAST-SOUTHEAST OF ROCKFORD.
 QO1178' 
 QO1178'TO REACH TO THE MARK GO 1.4 MI (2.3 KM) NORTHWEST OF LORETO, 4.9 MI
 QO1178'(7.9 KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1178'CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 169.9, 58 FT
 QO1178'(17.7 M) SOUTHWEST OF TRUNK HIGHWAY 55, 900 FT (274.3 M) WEST OF
 QO1178'KLAERS DRIVE, 13 FT (4.0 M) NORTH OF A FENCE LINE, 1.0 FT (0.3 M)
 QO1178'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1179 ***********************************************************************
 QO1179  DESIGNATION -  2722 L
 QO1179  PID         -  QO1179
 QO1179  STATE/COUNTY-  MN/HENNEPIN
 QO1179  COUNTRY     -  US
 QO1179  USGS QUAD   -  ROCKFORD (1993)
 QO1179
 QO1179                         *CURRENT SURVEY CONTROL
 QO1179  ______________________________________________________________________
 QO1179* NAD 83(2007) POSITION- 45 03 55.95955(N) 093 38 43.52759(W)   ADJUSTED  
 QO1179* NAD 83(2007) ELLIP HT-   296.664 (meters)        (10/05/09)   ADJUSTED
 QO1179* NAD 83(2007) EPOCH   -  2002.00
 QO1179* NAVD 88 ORTHO HEIGHT -   324.249  (meters)    1063.81  (feet) ADJUSTED  
 QO1179  ______________________________________________________________________
 QO1179  NAD 83(2007) X  -   -286,921.935 (meters)                     COMP
 QO1179  NAD 83(2007) Y  - -4,503,516.096 (meters)                     COMP
 QO1179  NAD 83(2007) Z  -  4,492,706.110 (meters)                     COMP
 QO1179  LAPLACE CORR    -          2.07  (seconds)                    DEFLEC09
 QO1179  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO1179  DYNAMIC HEIGHT  -        324.222 (meters)     1063.72  (feet) COMP
 QO1179  MODELED GRAVITY -    980,524.5   (mgal)                       NAVD 88
 QO1179
 QO1179  HORZ ORDER      -  FIRST
 QO1179  VERT ORDER      -  SECOND    CLASS I
 QO1179  ELLP ORDER      -  THIRD     CLASS II
 QO1179
 QO1179.The horizontal coordinates were established by GPS observations
 QO1179.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QO1179
 QO1179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1179.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1179
 QO1179.The horizontal coordinates are valid at the epoch date displayed above
 QO1179.which is a decimal equivalence of Year/Month/Day.
 QO1179
 QO1179.The orthometric height was determined by differential leveling and
 QO1179.adjusted in June 1991.
 QO1179
 QO1179.Photographs are available for this station.
 QO1179
 QO1179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1179
 QO1179.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1179
 QO1179.The ellipsoidal height was determined by GPS observations
 QO1179.and is referenced to NAD 83.
 QO1179
 QO1179.The dynamic height is computed by dividing the NAVD 88
 QO1179.geopotential number by the normal gravity value computed on the
 QO1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1179.degrees latitude (g = 980.6199 gals.).
 QO1179
 QO1179.The modeled gravity was interpolated from observed gravity values.
 QO1179
 QO1179. The following values were computed from the NAD 83(2007) position.
 QO1179
 QO1179;                    North         East     Units Scale Factor Converg.
 QO1179;SPC MN S     -   329,571.183   827,924.365   MT  0.99997049   +0 14 54.7
 QO1179;SPC MN S     - 1,081,268.12  2,716,281.85   sFT  0.99997049   +0 14 54.7
 QO1179;UTM  15      - 4,990,434.187   449,188.722   MT  0.99963175   -0 27 24.9
 QO1179
 QO1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1179!SPC MN S     -   0.99995349  x   0.99997049  =   0.99992398
 QO1179!UTM  15      -   0.99995349  x   0.99963175  =   0.99958526
 QO1179
 QO1179                          SUPERSEDED SURVEY CONTROL
 QO1179
 QO1179  NAVD 88 (10/05/09)  324.25   (m)         1063.8    (f) LEVELING    3  
 QO1179
 QO1179.Superseded values are not recommended for survey control.
 QO1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1179.See file dsdata.txt to determine how the superseded data were derived.
 QO1179
 QO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4918890434(NAD 83)
 QO1179
 QO1179_MARKER: DV = VERTICAL CONTROL DISK
 QO1179_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1179+WITH SETTING: INFORMATION.
 QO1179_SP_SET: METAL ROD WITH BASE PLATE
 QO1179_STAMPING: 2722 L 1977
 QO1179_MARK LOGO: MNDT  
 QO1179_PROJECTION: RECESSED 8 CENTIMETERS
 QO1179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1179+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1179_ROD/PIPE-DEPTH:  2.4 meters
 QO1179
 QO1179  HISTORY     - Date     Condition        Report By
 QO1179  HISTORY     - 1977     MONUMENTED       MNDT
 QO1179  HISTORY     - 1978     GOOD             MNDT
 QO1179  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1179  HISTORY     - 20060710 GOOD             MNDT
 QO1179  HISTORY     - 20070809 GOOD             MNDT
 QO1179
 QO1179                          STATION DESCRIPTION
 QO1179
 QO1179'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1179'0.9 MI NW FROM LORETTO.
 QO1179'THE MARK IS 5.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1179'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1179'RIVER IN ROCKFORD. IT IS 59 FT. SOUTH OF THE CENTERLINE OF TRUNK
 QO1179'HIGHWAY 55, 107 FT. NORTHWEST OF A POWER POLE, 104 FT. EAST OF THE
 QO1179'CENTERLINE OF TOWNLINE ROAD, 67 FT. EAST OF A POWER POLE. IT IS 1.0
 QO1179'FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1179'170.3, 2.0 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1179
 QO1179                          STATION RECOVERY (1991)
 QO1179
 QO1179'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1179'MARK NOT FOUND.
 QO1179
 QO1179                          STATION RECOVERY (2006)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1179'0.9 MILES NORTHWEST OF LORETTO, 5.3 MILES SOUTHEAST OF WEST END OF
 QO1179'TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW RIVER IN ROCKFORD, AT TRUNK
 QO1179'HIGHWAY 55 MILEPOINT 170.3, 59 FEET SOUTH OF TRUNK HIGHWAY 55, 107
 QO1179'FEET NORTHWEST OF POWER POLE, 104 FEET EAST OF TOWNLINE ROAD, 67 FEET
 QO1179'EAST OF POWER POLE, 61.91 FEET WEST-SOUTHWEST OF WALLY MNDT, 2.0 FEET
 QO1179'NORTH OF WITNESS POST.
 QO1179
 QO1179                          STATION RECOVERY (2007)
 QO1179
 QO1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1179'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF DELANO,
 QO1179'6.1 MI (9.8 KM) WEST-NORTHWEST OF HAMEL AND 4.6 MI (7.4 KM)
 QO1179'EAST-SOUTHEAST OF ROCKFORD.
 QO1179' 
 QO1179'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) NORTHWEST OF LORETTO, 5.3 MI
 QO1179'(8.5 KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1179'CROW RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 170.3, 59 FT
 QO1179'(18.0 M) SOUTH OF TRUNK HIGHWAY 55, 107 FT (32.6 M) NORTHWEST OF POWER
 QO1179'POLE, 104 FT (31.7 M) EAST OF TOWN LINE ROAD, 67 FT (20.4 M) EAST OF
 QO1179'POWER POLE, 61.91 FT (18.9 M) WEST-SOUTHWEST OF WALLY MNDT, 2.0 FT
 QO1179'(0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1180 ***********************************************************************
 QO1180  DESIGNATION -  2722 M
 QO1180  PID         -  QO1180
 QO1180  STATE/COUNTY-  MN/HENNEPIN
 QO1180  COUNTRY     -  US
 QO1180  USGS QUAD   -  ROCKFORD (1993)
 QO1180
 QO1180                         *CURRENT SURVEY CONTROL
 QO1180  ______________________________________________________________________
 QO1180* NAD 83(1986) POSITION- 45 03 54.85   (N) 093 38 04.72   (W)   HD_HELD1  
 QO1180* NAVD 88 ORTHO HEIGHT -   321.707  (meters)    1055.47  (feet) ADJUSTED  
 QO1180  ______________________________________________________________________
 QO1180  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 QO1180  DYNAMIC HEIGHT  -        321.681 (meters)     1055.38  (feet) COMP
 QO1180  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 QO1180
 QO1180  VERT ORDER      -  SECOND    CLASS I
 QO1180
 QO1180.The horizontal coordinates were established by differentially corrected
 QO1180.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1180.
 QO1180.The orthometric height was determined by differential leveling and
 QO1180.adjusted in June 1991.
 QO1180
 QO1180.Photographs are available for this station.
 QO1180
 QO1180.The dynamic height is computed by dividing the NAVD 88
 QO1180.geopotential number by the normal gravity value computed on the
 QO1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1180.degrees latitude (g = 980.6199 gals.).
 QO1180
 QO1180.The modeled gravity was interpolated from observed gravity values.
 QO1180
 QO1180;                    North         East    Units  Estimated Accuracy
 QO1180;SPC MN S     -   329,540.7     828,773.5     MT  (+/- 3 meters HH1 GPS) 
 QO1180
 QO1180                          SUPERSEDED SURVEY CONTROL
 QO1180
 QO1180.No superseded survey control is available for this station.
 QO1180
 QO1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5003790393(NAD 83)
 QO1180
 QO1180_MARKER: DD = SURVEY DISK
 QO1180_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1180+WITH SETTING: INFORMATION.
 QO1180_SP_SET: METAL ROD WITH BASE PLATE
 QO1180_STAMPING: 2722 M 1977
 QO1180_MARK LOGO: MNDT  
 QO1180_PROJECTION: FLUSH
 QO1180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1180+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 QO1180_ROD/PIPE-DEPTH:  2.4 meters
 QO1180
 QO1180  HISTORY     - Date     Condition        Report By
 QO1180  HISTORY     - 1977     MONUMENTED       MNDT
 QO1180  HISTORY     - 1978     GOOD             MNDT
 QO1180  HISTORY     - 19910831 GOOD             USPSQD
 QO1180  HISTORY     - 20070808 GOOD             MNDT
 QO1180
 QO1180                          STATION DESCRIPTION
 QO1180
 QO1180'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1180'0.8 MI NORTH FROM LORETTO.
 QO1180'THE MARK IS 5.9 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1180'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1180'RIVER IN ROCKFORD. IT IS 57 FT. SOUTH OF THE CENTERLINE OF EASTBOUND
 QO1180'TRUNK HIGHWAY 55, 237 FT. EAST OF THE CENTERLINE OF COUNTY ROAD
 QO1180'NUMBER 19, 64 FT. NORTHWEST OF THE EAST END OF THE GASOLINE PUMP
 QO1180'ISLAND. IT IS 6.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY
 QO1180'55 MILE MARKER 170.8, 1.0 FT. BELOW THE LEVEL OF EASTBOUND TRUNK
 QO1180'HIGHWAY 55.
 QO1180
 QO1180                          STATION RECOVERY (1991)
 QO1180
 QO1180'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1180'RECOVERED IN GOOD CONDITION.
 QO1180
 QO1180                          STATION RECOVERY (2007)
 QO1180
 QO1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1180'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF DELANO,
 QO1180'5.6 MI (9.0 KM) WEST-NORTHWEST OF HAMEL AND 5.1 MI (8.2 KM)
 QO1180'EAST-SOUTHEAST OF ROCKFORD.
 QO1180' 
 QO1180'TO REACH TO THE MARK GO 0.8 MI (1.3 KM) NORTH OF LORETTO, 5.9 MI (9.5
 QO1180'KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER CROW
 QO1180'RIVER IN ROCKFORD, AT TRUNK HIGHWAY 55 MILE POINT 170., 57 FT (17.4 M)
 QO1180'SOUTH OF EASTBOUND TRUNK HIGHWAY 558, 237 FT (72.2 M) EAST OF COUNTY
 QO1180'ROAD 19, 64 FT (19.5 M) NORTHWEST OF EAST END OF GAS PUMP ISLAND, 47.6
 QO1180'FT (14.5 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1181 ***********************************************************************
 QO1181  DESIGNATION -  2722 N
 QO1181  PID         -  QO1181
 QO1181  STATE/COUNTY-  MN/HENNEPIN
 QO1181  COUNTRY     -  US
 QO1181  USGS QUAD   -  HAMEL (1993)
 QO1181
 QO1181                         *CURRENT SURVEY CONTROL
 QO1181  ______________________________________________________________________
 QO1181* NAD 83(1986) POSITION- 45 03 59.     (N) 093 37 21.     (W)   SCALED    
 QO1181* NAVD 88 ORTHO HEIGHT -   321.480  (meters)    1054.72  (feet) ADJUSTED  
 QO1181  ______________________________________________________________________
 QO1181  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 QO1181  DYNAMIC HEIGHT  -        321.454 (meters)     1054.64  (feet) COMP
 QO1181  MODELED GRAVITY -    980,528.5   (mgal)                       NAVD 88
 QO1181
 QO1181  VERT ORDER      -  SECOND    CLASS I
 QO1181
 QO1181.The horizontal coordinates were scaled from a topographic map and have
 QO1181.an estimated accuracy of +/- 6 seconds.
 QO1181.
 QO1181.The orthometric height was determined by differential leveling and
 QO1181.adjusted in June 1991.
 QO1181
 QO1181.The dynamic height is computed by dividing the NAVD 88
 QO1181.geopotential number by the normal gravity value computed on the
 QO1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1181.degrees latitude (g = 980.6199 gals.).
 QO1181
 QO1181.The modeled gravity was interpolated from observed gravity values.
 QO1181
 QO1181;                    North         East    Units  Estimated Accuracy
 QO1181;SPC MN S     -   329,670.      829,730.      MT  (+/- 180 meters Scaled)
 QO1181
 QO1181                          SUPERSEDED SURVEY CONTROL
 QO1181
 QO1181.No superseded survey control is available for this station.
 QO1181
 QO1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK509905(NAD 83)
 QO1181
 QO1181_MARKER: DD = SURVEY DISK
 QO1181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1181_SP_SET: METAL ROD WITH BASE PLATE
 QO1181_STAMPING: 2722 N 1977
 QO1181_MARK LOGO: MNDT  
 QO1181_PROJECTION: FLUSH
 QO1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1181+STABILITY: SURFACE MOTION
 QO1181_ROD/PIPE-DEPTH: 2.44 meters
 QO1181
 QO1181  HISTORY     - Date     Condition        Report By
 QO1181  HISTORY     - 1977     MONUMENTED       MNDT
 QO1181  HISTORY     - 1978     GOOD             MNDT
 QO1181  HISTORY     - 20070809 MARK NOT FOUND   MNDT
 QO1181
 QO1181                          STATION DESCRIPTION
 QO1181
 QO1181'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1181'1.1 MI NE FROM LORETTO.
 QO1181'THE MARK IS 6.5 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1181'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1181'RIVER IN ROCKFORD. IT IS 57 FT. NORTH OF THE CENTERLINE OF TRUNK
 QO1181'HIGHWAY 55, 36 FT. WEST OF THE CENTERLINE OF A FIELD ENTRANCE, 19 FT.
 QO1181'SOUTH OF A FENCE LINE. IT IS 1.0 FT. SOUTH OF A STEEL WITNESS POST AT
 QO1181'TRUNK HIGHWAY 55 MILE MARKER 171.4, ABOUT LEVEL WITH TRUNK HIGHWAY
 QO1181'55.
 QO1181
 QO1181                          STATION RECOVERY (2007)
 QO1181
 QO1181'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1181'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF DELANO, 5.7 MI (9.2
 QO1181'KM) EAST-SOUTHEAST OF ROCKFORD AND 5.0 MI (8.0 KM) WEST-NORTHWEST OF
 QO1181'HAMEL.
 QO1181' 
 QO1181'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) NORTHEAST OF LORETTO, 6.5 MI
 QO1181'(10.5 KM) SOUTHEAST OF WEST END OF TRUNK HIGHWAY 55 BRIDGE 5863 OVER
 QO1181'CROW RIVER IN ROCKFORD, 57 FT (17.4 M) NORTH OF TRUNK HIGHWAY 55, AT
 QO1181'TRUNK HIGHWAY 55 MILE POINT 171.4, 36 FT (11.0 M) WEST OF A FIELD
 QO1181'ENTRANCE, 19 FT (5.8 M) SOUTH OF A FENCE LINE, 1.0 FT (0.3 M) SOUTH OF
 QO1181'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1182 ***********************************************************************
 QO1182  DESIGNATION -  2722 P
 QO1182  PID         -  QO1182
 QO1182  STATE/COUNTY-  MN/HENNEPIN
 QO1182  COUNTRY     -  US
 QO1182  USGS QUAD   -  HAMEL (1993)
 QO1182
 QO1182                         *CURRENT SURVEY CONTROL
 QO1182  ______________________________________________________________________
 QO1182* NAD 83(1986) POSITION- 45 03 56.66   (N) 093 36 39.66   (W)   HD_HELD1  
 QO1182* NAVD 88 ORTHO HEIGHT -   314.162  (meters)    1030.71  (feet) ADJUSTED  
 QO1182  ______________________________________________________________________
 QO1182  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 QO1182  DYNAMIC HEIGHT  -        314.138 (meters)     1030.63  (feet) COMP
 QO1182  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 QO1182
 QO1182  VERT ORDER      -  SECOND    CLASS I
 QO1182
 QO1182.The horizontal coordinates were established by differentially corrected
 QO1182.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1182.
 QO1182.The orthometric height was determined by differential leveling and
 QO1182.adjusted in June 1991.
 QO1182
 QO1182.Photographs are available for this station.
 QO1182
 QO1182.The dynamic height is computed by dividing the NAVD 88
 QO1182.geopotential number by the normal gravity value computed on the
 QO1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1182.degrees latitude (g = 980.6199 gals.).
 QO1182
 QO1182.The modeled gravity was interpolated from observed gravity values.
 QO1182
 QO1182;                    North         East    Units  Estimated Accuracy
 QO1182;SPC MN S     -   329,605.1     830,634.0     MT  (+/- 3 meters HH1 GPS) 
 QO1182
 QO1182                          SUPERSEDED SURVEY CONTROL
 QO1182
 QO1182.No superseded survey control is available for this station.
 QO1182
 QO1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5189790434(NAD 83)
 QO1182
 QO1182_MARKER: DD = SURVEY DISK
 QO1182_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1182+WITH SETTING: INFORMATION.
 QO1182_SP_SET: METAL ROD WITH BASE PLATE
 QO1182_STAMPING: 2722 P 1977
 QO1182_MARK LOGO: MNDT  
 QO1182_PROJECTION: RECESSED 5 CENTIMETERS
 QO1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1182+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1182_ROD/PIPE-DEPTH:  2.4 meters
 QO1182
 QO1182  HISTORY     - Date     Condition        Report By
 QO1182  HISTORY     - 1977     MONUMENTED       MNDT
 QO1182  HISTORY     - 1978     GOOD             MNDT
 QO1182  HISTORY     - 20070809 GOOD             MNDT
 QO1182
 QO1182                          STATION DESCRIPTION
 QO1182
 QO1182'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1182'1.5 MI NE FROM LORETTO NDT.
 QO1182'THE MARK IS 7.1 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1182'THE WEST END OF BRIDGE NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW
 QO1182'RIVER IN ROCKFORD. IT IS ALSO 5.2 MILES NORTHWEST MEASURED ALONG
 QO1182'TRUNK HIGHWAY 55 FROM BRIDGE NUMBER 5847, SOO LINE RAILROAD OVER
 QO1182'TRUNK HIGHWAY 55 IN HAMEL. IT IS 74 FT. NORTH OF THE CENTERLINE OF
 QO1182'TRUNK HIGHWAY 55, 56 FT. EAST OF AN ENTRANCE, 54 FT. SOUTH OF A
 QO1182'PRIVATE ROAD. IT IS 1.0 FT. SOUTH OF A STEEL WITNESS POST AT TRUNK
 QO1182'HIGHWAY 55 MILE MARKER 171.9, 3.0 FT. ABOVE THE LEVEL OF TRUNK
 QO1182'HIGHWAY 55.
 QO1182
 QO1182                          STATION RECOVERY (2007)
 QO1182
 QO1182'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1182'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST OF DELANO, 6.2 MI
 QO1182'(10.0 KM) EAST-SOUTHEAST OF ROCKFORD AND 4.5 MI (7.2 KM)
 QO1182'WEST-NORTHWEST OF HAMEL.
 QO1182' 
 QO1182'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTHEAST OF LORETTO, 5.2 MI
 QO1182'(8.4 KM) NORTHWEST OF TRUNK HIGHWAY 55 BRIDGE 5847 AT RAILROAD IN
 QO1182'HAMEL, AT TRUNK HIGHWAY 55 MILE POINT 171.9, 74 FT (22.6 M) NORTH OF
 QO1182'TRUNK HIGHWAY 55, 56 FT (17.1 M) EAST OF ENTRANCE, 54 FT (16.5 M)
 QO1182'SOUTH OF PRIVATE ROAD, (UMC PRECISION MACHINING AT 22510 HIGHWAY 55),
 QO1182'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1183 ***********************************************************************
 QO1183  DESIGNATION -  2722 Q
 QO1183  PID         -  QO1183
 QO1183  STATE/COUNTY-  MN/HENNEPIN
 QO1183  COUNTRY     -  US
 QO1183  USGS QUAD   -  HAMEL (1993)
 QO1183
 QO1183                         *CURRENT SURVEY CONTROL
 QO1183  ______________________________________________________________________
 QO1183* NAD 83(1996) POSITION- 45 03 48.80607(N) 093 36 09.91746(W)   NO CHECK  
 QO1183* NAVD 88 ORTHO HEIGHT -   296.641  (meters)     973.23  (feet) ADJUSTED  
 QO1183  ______________________________________________________________________
 QO1183  LAPLACE CORR    -          3.40  (seconds)                    DEFLEC09
 QO1183  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 QO1183  DYNAMIC HEIGHT  -        296.620 (meters)      973.16  (feet) COMP
 QO1183  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 QO1183
 QO1183  HORZ ORDER      -  THIRD
 QO1183  VERT ORDER      -  SECOND    CLASS I
 QO1183
 QO1183.The horizontal coordinates were established by classical geodetic methods
 QO1183.and adjusted by the National Geodetic Survey in March 1999.
 QO1183.
 QO1183.No horizontal observational check was made to the station.
 QO1183.
 QO1183.The orthometric height was determined by differential leveling and
 QO1183.adjusted in June 1991.
 QO1183
 QO1183.Photographs are available for this station.
 QO1183
 QO1183.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1183
 QO1183.The dynamic height is computed by dividing the NAVD 88
 QO1183.geopotential number by the normal gravity value computed on the
 QO1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1183.degrees latitude (g = 980.6199 gals.).
 QO1183
 QO1183.The modeled gravity was interpolated from observed gravity values.
 QO1183
 QO1183. The following values were computed from the NAD 83(1996) position.
 QO1183
 QO1183;                    North         East     Units Scale Factor Converg.
 QO1183;SPC MN S     -   329,365.816   831,285.819   MT  0.99997015   +0 16 42.4
 QO1183;SPC MN S     - 1,080,594.35  2,727,310.22   sFT  0.99997015   +0 16 42.4
 QO1183;UTM  15      - 4,990,187.542   452,546.249   MT  0.99962769   -0 25 36.1
 QO1183
 QO1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1183!SPC MN S     -   0.99995781  x   0.99997015  =   0.99992796
 QO1183!UTM  15      -   0.99995781  x   0.99962769  =   0.99958551
 QO1183
 QO1183                          SUPERSEDED SURVEY CONTROL
 QO1183
 QO1183  NAD 83(1986)-  45 03 48.80089(N)    093 36 09.91272(W) AD(       ) 3
 QO1183  NAD 27      -  45 03 48.93567(N)    093 36 09.05774(W) AD(       ) 3
 QO1183  NGVD 29 (07/19/86)  296.56   (m)          973.0    (f) LEVELING    3  
 QO1183
 QO1183.Superseded values are not recommended for survey control.
 QO1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1183.See file dsdata.txt to determine how the superseded data were derived.
 QO1183
 QO1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5254690187(NAD 83)
 QO1183
 QO1183_MARKER: DD = SURVEY DISK
 QO1183_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1183+WITH SETTING: INFORMATION.
 QO1183_SP_SET: METAL ROD WITH BASE PLATE
 QO1183_STAMPING: 2722 Q 1977
 QO1183_MARK LOGO: MNDT  
 QO1183_PROJECTION: RECESSED 5 CENTIMETERS
 QO1183_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1183+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1183_ROD/PIPE-DEPTH:  2.4 meters
 QO1183
 QO1183  HISTORY     - Date     Condition        Report By
 QO1183  HISTORY     - 1977     MONUMENTED       MNDT
 QO1183  HISTORY     - 1978     GOOD             MNDT
 QO1183  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1183  HISTORY     - 20070809 GOOD             MNDT
 QO1183
 QO1183                          STATION DESCRIPTION
 QO1183
 QO1183'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1183'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF THE TOWN OF ROCKFORD,
 QO1183'IN THE NW 1/4 OF SECTION 4, T119N, R23W, ON THE SOUTHWEST RIGHT-OF-WAY
 QO1183'OF TRUNK HIGHWAY 55 AT MILEPOINT 172.4.
 QO1183'
 QO1183'TO REACH THE STATION FROM THE TRUNK HIGHWAY 55 BRIDGE OVER THE CROW
 QO1183'RIVER, IN ROCKFORD, GO SOUTHEAST ON TRUNK HIGHWAY 55 FOR 7.15 MILES TO
 QO1183'THE STATION ON THE RIGHT.
 QO1183'
 QO1183'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 QO1183'STAMPED---2722 Q 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1183'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1183'MARK IS 44.0 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55, 46
 QO1183'FEET NORTHWEST OF A POWER POLE, 42.3 FEET NORTH-NORTHWEST OF A FENCE,
 QO1183'AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 QO1183'
 QO1183'THIS STATION WAS USED AS AN AZIMUTH SIGHT FOR STATION UMC MNDT.
 QO1183
 QO1183                          STATION RECOVERY (1978)
 QO1183
 QO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1183'IN LORETTO.
 QO1183'THE MARK IS 4.7 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1183'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1183'HAMEL. IT IS 44 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 46
 QO1183'FT. NORTHWEST OF A POWER POLE, 42 FT. NORTH OF A CHAIN LINK FENCE.
 QO1183'IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 QO1183'MARKER 172.4, 3.0 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1183
 QO1183                          STATION RECOVERY (1991)
 QO1183
 QO1183'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1183'MARK NOT FOUND.
 QO1183
 QO1183                          STATION RECOVERY (2007)
 QO1183
 QO1183'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1183'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF ROGERS,
 QO1183'6.7 MI (10.8 KM) EAST-SOUTHEAST OF ROCKFORD AND 4.1 MI (6.6 KM)
 QO1183'WEST-NORTHWEST OF HAMEL.
 QO1183' 
 QO1183'TO REACH TO THE MARK GO 6.5 MI (10.5 KM) EAST OF ROCKFORD, 7.15 MI
 QO1183'(11.5 KM) SOUTHEAST OF CROW RIVER, AT TRUNK HIGHWAY 55 MILE POINT
 QO1183'172.3, 44.0 FT (13.4 M) SOUTHWEST OF TRUNK HIGHWAY 55, 46 FT (14.0 M)
 QO1183'NORTHWEST OF POWER POLE, 42.3 FT (12.9 M) NORTH-NORTHWEST OF A FENCE,
 QO1183'310 FT (94.5 M) WEST OF WICHITA TRAIL, 1.0 FT (0.3 M) NORTH OF A
 QO1183'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1184 ***********************************************************************
 QO1184  DESIGNATION -  2722 R
 QO1184  PID         -  QO1184
 QO1184  STATE/COUNTY-  MN/HENNEPIN
 QO1184  COUNTRY     -  US
 QO1184  USGS QUAD   -  HAMEL (1993)
 QO1184
 QO1184                         *CURRENT SURVEY CONTROL
 QO1184  ______________________________________________________________________
 QO1184* NAD 83(1986) POSITION- 45 03 33.34   (N) 093 35 30.93   (W)   HD_HELD1  
 QO1184* NAVD 88 ORTHO HEIGHT -   303.298  (meters)     995.07  (feet) ADJUSTED  
 QO1184  ______________________________________________________________________
 QO1184  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 QO1184  DYNAMIC HEIGHT  -        303.277 (meters)      995.00  (feet) COMP
 QO1184  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 QO1184
 QO1184  VERT ORDER      -  SECOND    CLASS I
 QO1184
 QO1184.The horizontal coordinates were established by differentially corrected
 QO1184.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1184.
 QO1184.The orthometric height was determined by differential leveling and
 QO1184.adjusted in June 1991.
 QO1184
 QO1184.Photographs are available for this station.
 QO1184
 QO1184.The dynamic height is computed by dividing the NAVD 88
 QO1184.geopotential number by the normal gravity value computed on the
 QO1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1184.degrees latitude (g = 980.6199 gals.).
 QO1184
 QO1184.The modeled gravity was interpolated from observed gravity values.
 QO1184
 QO1184;                    North         East    Units  Estimated Accuracy
 QO1184;SPC MN S     -   328,892.6     832,141.1     MT  (+/- 3 meters HH1 GPS) 
 QO1184
 QO1184                          SUPERSEDED SURVEY CONTROL
 QO1184
 QO1184.No superseded survey control is available for this station.
 QO1184
 QO1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5339589703(NAD 83)
 QO1184
 QO1184_MARKER: DD = SURVEY DISK
 QO1184_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1184+WITH SETTING: INFORMATION.
 QO1184_SP_SET: METAL ROD WITH BASE PLATE
 QO1184_STAMPING: 2722 R 1977
 QO1184_MARK LOGO: MNDT  
 QO1184_PROJECTION: RECESSED 5 CENTIMETERS
 QO1184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1184+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1184_ROD/PIPE-DEPTH:  2.4 meters
 QO1184
 QO1184  HISTORY     - Date     Condition        Report By
 QO1184  HISTORY     - 1977     MONUMENTED       MNDT
 QO1184  HISTORY     - 1978     GOOD             MNDT
 QO1184  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1184  HISTORY     - 20070809 GOOD             MNDT
 QO1184
 QO1184                          STATION DESCRIPTION
 QO1184
 QO1184'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1184'IN LORETTO.
 QO1184'THE MARK IS 4.0 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1184'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1184'HAMEL. IT IS 67 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 91
 QO1184'FT. NORTHEAST OF THE NORTHEAST CORNER OF A ONE STORY BRICK COMMERICAL
 QO1184'BUILDING, 20 FT. WEST OF A POWER LIGHT POLE. IT IS 1.0 FT. NORTH OF A
 QO1184'STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 173.0, 1.0 FT.
 QO1184'BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1184
 QO1184                          STATION RECOVERY (1991)
 QO1184
 QO1184'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1184'MARK NOT FOUND.
 QO1184
 QO1184                          STATION RECOVERY (2007)
 QO1184
 QO1184'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1184'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF ROGERS,
 QO1184'7.3 MI (11.7 KM) EAST-SOUTHEAST OF ROCKFORD AND 3.5 MI (5.6 KM)
 QO1184'WEST-NORTHWEST OF HAMEL.
 QO1184' 
 QO1184'TO REACH TO THE MARK GO 4 MI (6.4 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1184'BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILE POINT
 QO1184'173.0, 67 FT (20.4 M) SOUTH OF TRUNK HIGHWAY 55, 91 FT (27.7 M)
 QO1184'NORTHEAST OF THE NORTHEAST CORNER OF BLDG(QX INCORPORATED, 2705
 QO1184'HIGHWAY 55), 20 FT (6.1 M) WEST OF LIGHT POLE, 1.0 FT (0.3 M) NORTH OF
 QO1184'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1185 ***********************************************************************
 QO1185  DESIGNATION -  2722 S
 QO1185  PID         -  QO1185
 QO1185  STATE/COUNTY-  MN/HENNEPIN
 QO1185  COUNTRY     -  US
 QO1185  USGS QUAD   -  HAMEL (1993)
 QO1185
 QO1185                         *CURRENT SURVEY CONTROL
 QO1185  ______________________________________________________________________
 QO1185* NAD 83(1996) POSITION- 45 03 24.30038(N) 093 34 59.87954(W)   NO CHECK  
 QO1185* NAVD 88 ORTHO HEIGHT -   301.761  (meters)     990.03  (feet) ADJUSTED  
 QO1185  ______________________________________________________________________
 QO1185  LAPLACE CORR    -          4.05  (seconds)                    DEFLEC09
 QO1185  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 QO1185  DYNAMIC HEIGHT  -        301.741 (meters)      989.96  (feet) COMP
 QO1185  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 QO1185
 QO1185  HORZ ORDER      -  THIRD
 QO1185  VERT ORDER      -  SECOND    CLASS I
 QO1185
 QO1185.The horizontal coordinates were established by classical geodetic methods
 QO1185.and adjusted by the National Geodetic Survey in March 1999.
 QO1185.
 QO1185.No horizontal observational check was made to the station.
 QO1185.
 QO1185.The orthometric height was determined by differential leveling and
 QO1185.adjusted in June 1991.
 QO1185
 QO1185.Photographs are available for this station.
 QO1185
 QO1185.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1185
 QO1185.The dynamic height is computed by dividing the NAVD 88
 QO1185.geopotential number by the normal gravity value computed on the
 QO1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1185.degrees latitude (g = 980.6199 gals.).
 QO1185
 QO1185.The modeled gravity was interpolated from observed gravity values.
 QO1185
 QO1185. The following values were computed from the NAD 83(1996) position.
 QO1185
 QO1185;                    North         East     Units Scale Factor Converg.
 QO1185;SPC MN S     -   328,616.980   832,821.877   MT  0.99996899   +0 17 31.5
 QO1185;SPC MN S     - 1,078,137.54  2,732,349.77   sFT  0.99996899   +0 17 31.5
 QO1185;UTM  15      - 4,989,420.125   454,072.453   MT  0.99962594   -0 24 46.3
 QO1185
 QO1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1185!SPC MN S     -   0.99995700  x   0.99996899  =   0.99992599
 QO1185!UTM  15      -   0.99995700  x   0.99962594  =   0.99958295
 QO1185
 QO1185                          SUPERSEDED SURVEY CONTROL
 QO1185
 QO1185  NAD 83(1986)-  45 03 24.29520(N)    093 34 59.87468(W) AD(       ) 3
 QO1185  NAD 27      -  45 03 24.42990(N)    093 34 59.02273(W) AD(       ) 3
 QO1185  NGVD 29 (07/19/86)  301.68   (m)          989.8    (f) LEVELING    3  
 QO1185
 QO1185.Superseded values are not recommended for survey control.
 QO1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1185.See file dsdata.txt to determine how the superseded data were derived.
 QO1185
 QO1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5407289420(NAD 83)
 QO1185
 QO1185_MARKER: DV = VERTICAL CONTROL DISK
 QO1185_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1185+WITH SETTING: INFORMATION.
 QO1185_SP_SET: METAL ROD WITH BASE PLATE
 QO1185_STAMPING: 2722 S 1977
 QO1185_MARK LOGO: MNDT  
 QO1185_PROJECTION: RECESSED 3 CENTIMETERS
 QO1185_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1185+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1185_ROD/PIPE-DEPTH:  2.4 meters
 QO1185
 QO1185  HISTORY     - Date     Condition        Report By
 QO1185  HISTORY     - 1977     MONUMENTED       MNDT
 QO1185  HISTORY     - 1978     GOOD             MNDT
 QO1185  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1185  HISTORY     - 20060710 GOOD             MNDT
 QO1185  HISTORY     - 20070809 GOOD             MNDT
 QO1185
 QO1185                          STATION DESCRIPTION
 QO1185
 QO1185'DESCRIBED BY MN DEPT OF TRANSP 1977 (DKH)
 QO1185'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF THE TOWN OF HAMEL, IN
 QO1185'THE SW 1/4 OF SECTION 3, T118N, R23W, ON THE NORTH RIGHT-OF-WAY OF
 QO1185'TRUNK HIGHWAY 55 AT MILEPOINT 173.4.
 QO1185'
 QO1185'TO REACH THE STATION FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 101 AND
 QO1185'TRUNK HIGHWAY 55, IN HAMEL, GO WEST ON TRUNK HIGHWAY 55 FOR 2.95 MILES
 QO1185'TO THE STATION ON THE RIGHT.
 QO1185'
 QO1185'THE STATION MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1185'STAMPED---2722 S 1977---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 QO1185'DRIVEN STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 QO1185'MARK IS 68.0 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 110.5
 QO1185'FEET EAST OF THE CENTER OF AN ENTRANCE, 3.7 FEET SOUTH-SOUTHWEST OF A
 QO1185'POWER POLE AND FENCE CORNER, AND 0.8 FOOT SOUTH OF A STEEL WITNESS
 QO1185'POST.
 QO1185'
 QO1185'THIS STATION WAS USED AS AN AZIMUTH SIGHT FOR STATION LORAM MNDT.
 QO1185
 QO1185                          STATION RECOVERY (1978)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1185'2.6 MI EAST FROM LORETTO.
 QO1185'THE MARK IS 3.5 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1185'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1185'HAMEL. IT IS 68 FT. NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 88
 QO1185'FT. NORTHEAST OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER AN
 QO1185'ENTRANCE, 58 FT. SOUTHEAST OF A 24 INCH DIAMETER OAK TREE, 4 FT.
 QO1185'SOUTHWEST OF A TELEPHONE POWER POLE NUMBER 12 WITH TRANSFORMER. IT IS
 QO1185'1.0 FT. SOUTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1185'173.4, 1.5 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1185
 QO1185                          STATION RECOVERY (1991)
 QO1185
 QO1185'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1185'MARK NOT FOUND.
 QO1185
 QO1185                          STATION RECOVERY (2006)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO1185'2.5 MILES WEST OF HAMEL, 2.95 MILES WEST OF TRUNK HIGHWAY 101, AT
 QO1185'TRUNK HIGHWAY 55 MILEPOINT 173.4, 68.0 FEET NORTH OF TRUNK HIGHWAY 55,
 QO1185'110.5 FEET EAST OF ENTRANCE, 10 FEET WEST-SOUTHWEST OF POWER POLE WITH
 QO1185'TRANSFORMER, 0.8 FEET SOUTH OF WITNESS POST
 QO1185
 QO1185                          STATION RECOVERY (2007)
 QO1185
 QO1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1185'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF MOUND,
 QO1185'7.7 MI (12.4 KM) EAST-SOUTHEAST OF ROCKFORD AND 3.0 MI (4.8 KM)
 QO1185'WEST-NORTHWEST OF HAMEL.
 QO1185' 
 QO1185'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) WEST OF HAMEL, 2.95 MI (4.7
 QO1185'KM) WEST OF TRUNK HIGHWAY 101, AT TRUNK HIGHWAY 55 MILE POINT 173.4,
 QO1185'68.0 FT (20.7 M) NORTH OF TRUNK HIGHWAY 55, 110.5 FT (33.7 M) EAST OF
 QO1185'ENTRANCE, 10 FT (3.0 M) WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER,
 QO1185'0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1186 ***********************************************************************
 QO1186  DESIGNATION -  2722 T
 QO1186  PID         -  QO1186
 QO1186  STATE/COUNTY-  MN/HENNEPIN
 QO1186  COUNTRY     -  US
 QO1186  USGS QUAD   -  HAMEL (1993)
 QO1186
 QO1186                         *CURRENT SURVEY CONTROL
 QO1186  ______________________________________________________________________
 QO1186* NAD 83(1986) POSITION- 45 03 14.79   (N) 093 34 22.56   (W)   HD_HELD1  
 QO1186* NAVD 88 ORTHO HEIGHT -   302.316  (meters)     991.85  (feet) ADJUSTED  
 QO1186  ______________________________________________________________________
 QO1186  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO1186  DYNAMIC HEIGHT  -        302.298 (meters)      991.79  (feet) COMP
 QO1186  MODELED GRAVITY -    980,547.9   (mgal)                       NAVD 88
 QO1186
 QO1186  VERT ORDER      -  SECOND    CLASS I
 QO1186
 QO1186.The horizontal coordinates were established by differentially corrected
 QO1186.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1186.
 QO1186.The orthometric height was determined by differential leveling and
 QO1186.adjusted in June 1991.
 QO1186
 QO1186.Photographs are available for this station.
 QO1186
 QO1186.The dynamic height is computed by dividing the NAVD 88
 QO1186.geopotential number by the normal gravity value computed on the
 QO1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1186.degrees latitude (g = 980.6199 gals.).
 QO1186
 QO1186.The modeled gravity was interpolated from observed gravity values.
 QO1186
 QO1186;                    North         East    Units  Estimated Accuracy
 QO1186;SPC MN S     -   328,327.6     833,639.9     MT  (+/- 3 meters HH1 GPS) 
 QO1186
 QO1186                          SUPERSEDED SURVEY CONTROL
 QO1186
 QO1186.No superseded survey control is available for this station.
 QO1186
 QO1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5488689120(NAD 83)
 QO1186
 QO1186_MARKER: DD = SURVEY DISK
 QO1186_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1186+WITH SETTING: INFORMATION.
 QO1186_SP_SET: METAL ROD WITH BASE PLATE
 QO1186_STAMPING: 2722 T 1977
 QO1186_MARK LOGO: MNDT  
 QO1186_PROJECTION: FLUSH
 QO1186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1186+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 QO1186_ROD/PIPE-DEPTH:  2.4 meters
 QO1186
 QO1186  HISTORY     - Date     Condition        Report By
 QO1186  HISTORY     - 1977     MONUMENTED       MNDT
 QO1186  HISTORY     - 1978     GOOD             MNDT
 QO1186  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1186  HISTORY     - 20070809 GOOD             MNDT
 QO1186
 QO1186                          STATION DESCRIPTION
 QO1186
 QO1186'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1186'2.5 MI NW FROM HAMEL.
 QO1186'THE MARK IS 3.0 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1186'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1186'HAMEL. IT IS 73 FT. NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 166
 QO1186'FT. EAST OF THE CENTERLINE OF MOHAWK DR., 51 FT. SOUTHWEST OF
 QO1186'TELEPHONE POLE NUMBER 30, 26 FT. SOUTH OF THE EAST WEST FENCE LINE.
 QO1186'IT IS 1.0 FT. SOUTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 QO1186'MARKER 173.9, ABOUT LEVEL WITH TRUNK HIGHWAY 55.
 QO1186
 QO1186                          STATION RECOVERY (1991)
 QO1186
 QO1186'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1186'MARK NOT FOUND.
 QO1186
 QO1186                          STATION RECOVERY (2007)
 QO1186
 QO1186'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BJB)
 QO1186'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF MOUND,
 QO1186'8.2 MI (13.2 KM) EAST-SOUTHEAST OF ROCKFORD AND 2.5 MI (4.0 KM)
 QO1186'WEST-NORTHWEST OF HAMEL.
 QO1186' 
 QO1186'TO REACH TO THE MARK GO 3 MI (4.8 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1186'BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILE POINT 174,
 QO1186'73 FT (22.3 M) NORTH OF TRUNK HIGHWAY 55, 166 FT (50.6 M) EAST OF
 QO1186'MOHAWK DRIVE, 27 FT (8.2 M) SOUTHWEST OF POWER POLE WITH GUY WIRE, 26
 QO1186'FT (7.9 M) SOUTH OF A FENCE LINE, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 QO1186'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1187 ***********************************************************************
 QO1187  DESIGNATION -  2722 U
 QO1187  PID         -  QO1187
 QO1187  STATE/COUNTY-  MN/HENNEPIN
 QO1187  COUNTRY     -  US
 QO1187  USGS QUAD   -  HAMEL (1993)
 QO1187
 QO1187                         *CURRENT SURVEY CONTROL
 QO1187  ______________________________________________________________________
 QO1187* NAD 83(1986) POSITION- 45 03 08.     (N) 093 33 55.     (W)   SCALED    
 QO1187* NAVD 88 ORTHO HEIGHT -   302.539  (meters)     992.58  (feet) ADJUSTED  
 QO1187  ______________________________________________________________________
 QO1187  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 QO1187  DYNAMIC HEIGHT  -        302.521 (meters)      992.52  (feet) COMP
 QO1187  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 QO1187
 QO1187  VERT ORDER      -  SECOND    CLASS I
 QO1187
 QO1187.The horizontal coordinates were scaled from a topographic map and have
 QO1187.an estimated accuracy of +/- 6 seconds.
 QO1187.
 QO1187.The orthometric height was determined by differential leveling and
 QO1187.adjusted in June 1991.
 QO1187
 QO1187.The dynamic height is computed by dividing the NAVD 88
 QO1187.geopotential number by the normal gravity value computed on the
 QO1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1187.degrees latitude (g = 980.6199 gals.).
 QO1187
 QO1187.The modeled gravity was interpolated from observed gravity values.
 QO1187
 QO1187;                    North         East    Units  Estimated Accuracy
 QO1187;SPC MN S     -   328,120.      834,240.      MT  (+/- 180 meters Scaled)
 QO1187
 QO1187                          SUPERSEDED SURVEY CONTROL
 QO1187
 QO1187.No superseded survey control is available for this station.
 QO1187
 QO1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK554889(NAD 83)
 QO1187
 QO1187_MARKER: DD = SURVEY DISK
 QO1187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1187_SP_SET: METAL ROD WITH BASE PLATE
 QO1187_STAMPING: 2722 U 1977
 QO1187_MARK LOGO: MNDT  
 QO1187_PROJECTION: RECESSED 5 CENTIMETERS
 QO1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1187+STABILITY: SURFACE MOTION
 QO1187_ROD/PIPE-DEPTH: 2.44 meters
 QO1187
 QO1187  HISTORY     - Date     Condition        Report By
 QO1187  HISTORY     - 1977     MONUMENTED       MNDT
 QO1187  HISTORY     - 1978     GOOD             MNDT
 QO1187  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1187  HISTORY     - 20070813 MARK NOT FOUND   MNDT
 QO1187
 QO1187                          STATION DESCRIPTION
 QO1187
 QO1187'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1187'2.2 MI NW FROM HAMEL.
 QO1187'THE MARK IS 2.5 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1187'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1187'HAMEL. IT IS 63 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 62
 QO1187'FT. NORTH OF THE CENTERLINE OF THE SOO LINE RAILROAD TRACK, 8 FT.
 QO1187'NORTH OF A POWER POLE. IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT
 QO1187'TRUNK HIGHWAY 55 MILE MARKER 174.4, 2.5 FT. BELOW THE LEVEL OF TRUNK
 QO1187'HIGHWAY 55.
 QO1187
 QO1187                          STATION RECOVERY (1991)
 QO1187
 QO1187'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1187'MARK NOT FOUND.
 QO1187
 QO1187                          STATION RECOVERY (2007)
 QO1187
 QO1187'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1187'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1188 ***********************************************************************
 QO1188  DESIGNATION -  2722 V
 QO1188  PID         -  QO1188
 QO1188  STATE/COUNTY-  MN/HENNEPIN
 QO1188  COUNTRY     -  US
 QO1188  USGS QUAD   -  HAMEL (1993)
 QO1188
 QO1188                         *CURRENT SURVEY CONTROL
 QO1188  ______________________________________________________________________
 QO1188* NAD 83(1986) POSITION- 45 02 59.     (N) 093 33 25.     (W)   SCALED    
 QO1188* NAVD 88 ORTHO HEIGHT -   303.535  (meters)     995.85  (feet) ADJUSTED  
 QO1188  ______________________________________________________________________
 QO1188  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 QO1188  DYNAMIC HEIGHT  -        303.519 (meters)      995.80  (feet) COMP
 QO1188  MODELED GRAVITY -    980,554.8   (mgal)                       NAVD 88
 QO1188
 QO1188  VERT ORDER      -  SECOND    CLASS I
 QO1188
 QO1188.The horizontal coordinates were scaled from a topographic map and have
 QO1188.an estimated accuracy of +/- 6 seconds.
 QO1188.
 QO1188.The orthometric height was determined by differential leveling and
 QO1188.adjusted in June 1991.
 QO1188
 QO1188.The dynamic height is computed by dividing the NAVD 88
 QO1188.geopotential number by the normal gravity value computed on the
 QO1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1188.degrees latitude (g = 980.6199 gals.).
 QO1188
 QO1188.The modeled gravity was interpolated from observed gravity values.
 QO1188
 QO1188;                    North         East    Units  Estimated Accuracy
 QO1188;SPC MN S     -   327,850.      834,900.      MT  (+/- 180 meters Scaled)
 QO1188
 QO1188                          SUPERSEDED SURVEY CONTROL
 QO1188
 QO1188.No superseded survey control is available for this station.
 QO1188
 QO1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK561886(NAD 83)
 QO1188
 QO1188_MARKER: DD = SURVEY DISK
 QO1188_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1188_SP_SET: METAL ROD WITH BASE PLATE
 QO1188_STAMPING: 2722 V 1977
 QO1188_MARK LOGO: MNDT  
 QO1188_PROJECTION: RECESSED 5 CENTIMETERS
 QO1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1188+STABILITY: SURFACE MOTION
 QO1188_ROD/PIPE-DEPTH: 2.44 meters
 QO1188
 QO1188  HISTORY     - Date     Condition        Report By
 QO1188  HISTORY     - 1977     MONUMENTED       MNDT
 QO1188  HISTORY     - 1978     GOOD             MNDT
 QO1188  HISTORY     - 19910831 GOOD             USPSQD
 QO1188  HISTORY     - 20070813 MARK NOT FOUND   MNDT
 QO1188
 QO1188                          STATION DESCRIPTION
 QO1188
 QO1188'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1188'1.7 MI NW FROM HAMEL.
 QO1188'THE MARK IS 2.0 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1188'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1188'HAMEL. IT IS 56 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55, 69
 QO1188'FT. NORTH OF THE CENTERLINE OF THE SOO LINE RAILROAD TRACK, 13 FT.
 QO1188'NORTH OF A TELEPHONE POLE. IT IS 1.0 FT. NORTH OF A STEEL WITNESS
 QO1188'POST AT TRUNK HIGHWAY 55 MILE MARKER 174.9, 1.0 FT. BELOW THE LEVEL
 QO1188'OF TRUNK HIGHWAY 55.
 QO1188
 QO1188                          STATION RECOVERY (1991)
 QO1188
 QO1188'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1188'RECOVERED IN GOOD CONDITION.
 QO1188
 QO1188                          STATION RECOVERY (2007)
 QO1188
 QO1188'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1188'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1190 ***********************************************************************
 QO1190  DESIGNATION -  2722 X
 QO1190  PID         -  QO1190
 QO1190  STATE/COUNTY-  MN/HENNEPIN
 QO1190  COUNTRY     -  US
 QO1190  USGS QUAD   -  HAMEL (1993)
 QO1190
 QO1190                         *CURRENT SURVEY CONTROL
 QO1190  ______________________________________________________________________
 QO1190* NAD 83(1986) POSITION- 45 02 43.74   (N) 093 32 27.31   (W)   HD_HELD1  
 QO1190* NAVD 88 ORTHO HEIGHT -   303.414  (meters)     995.45  (feet) ADJUSTED  
 QO1190  ______________________________________________________________________
 QO1190  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 QO1190  DYNAMIC HEIGHT  -        303.400 (meters)      995.40  (feet) COMP
 QO1190  MODELED GRAVITY -    980,562.5   (mgal)                       NAVD 88
 QO1190
 QO1190  VERT ORDER      -  SECOND    CLASS I
 QO1190
 QO1190.The horizontal coordinates were established by differentially corrected
 QO1190.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1190.
 QO1190.The orthometric height was determined by differential leveling and
 QO1190.adjusted in June 1991.
 QO1190
 QO1190.Photographs are available for this station.
 QO1190
 QO1190.The dynamic height is computed by dividing the NAVD 88
 QO1190.geopotential number by the normal gravity value computed on the
 QO1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1190.degrees latitude (g = 980.6199 gals.).
 QO1190
 QO1190.The modeled gravity was interpolated from observed gravity values.
 QO1190
 QO1190;                    North         East    Units  Estimated Accuracy
 QO1190;SPC MN S     -   327,382.8     836,167.0     MT  (+/- 3 meters HH1 GPS) 
 QO1190
 QO1190                          SUPERSEDED SURVEY CONTROL
 QO1190
 QO1190.No superseded survey control is available for this station.
 QO1190
 QO1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5740188145(NAD 83)
 QO1190
 QO1190_MARKER: DD = SURVEY DISK
 QO1190_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1190+WITH SETTING: INFORMATION.
 QO1190_SP_SET: METAL ROD WITH BASE PLATE
 QO1190_STAMPING: 2722 X 1977
 QO1190_MARK LOGO: MNDT  
 QO1190_PROJECTION: FLUSH
 QO1190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1190+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 QO1190_ROD/PIPE-DEPTH:  2.4 meters
 QO1190
 QO1190  HISTORY     - Date     Condition        Report By
 QO1190  HISTORY     - 1977     MONUMENTED       MNDT
 QO1190  HISTORY     - 1978     GOOD             MNDT
 QO1190  HISTORY     - 19910831 MARK NOT FOUND   USPSQD
 QO1190  HISTORY     - 20051112 GOOD             USPSQD
 QO1190  HISTORY     - 20070813 GOOD             MNDT
 QO1190
 QO1190                          STATION DESCRIPTION
 QO1190
 QO1190'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1190'0.8 MI NW FROM HAMEL.
 QO1190'THE MARK IS 1.1 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1190'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1190'HAMEL. IT IS 69 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55,
 QO1190'ABOUT 0.1 MILE EAST OF HENNEPIN COUNTY ROAD NUMBER 116, 55 FT. NORTH
 QO1190'OF THE CENTERLINE OF THE SOO LINE RAILROAD TRACKS, 22 FT. WEST OF A
 QO1190'QUADRUPLE TREE. IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK
 QO1190'HIGHWAY 55 MILE MARKER 175.7, 1.0 FT. BELOW THE LEVEL OF TRUNK
 QO1190'HIGHWAY 55.
 QO1190
 QO1190                          STATION RECOVERY (1991)
 QO1190
 QO1190'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1190'MARK NOT FOUND.
 QO1190
 QO1190                          STATION RECOVERY (2005)
 QO1190
 QO1190'RECOVERY NOTE BY US POWER SQUADRON 2005 (BDB)
 QO1190'VIEWABLE BY SATELLITE
 QO1190
 QO1190                          STATION RECOVERY (2007)
 QO1190
 QO1190'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1190'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1190'8.5 MI (13.7 KM) SOUTHWEST OF OSSEO AND 0.8 MI (1.3 KM) WEST-NORTHWEST
 QO1190'OF HAMEL.
 QO1190' 
 QO1190'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1190'BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILE POINT
 QO1190'175.7, 69 FT (21.0 M) SOUTH OF TRUNK HIGHWAY 55, 0.1 MI (0.2 KM) EAST
 QO1190'OF COUNTY ROAD 116, 55 FT (16.8 M) NORTH OF RAILROAD, 1.0 FT (0.3 M)
 QO1190'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1191 ***********************************************************************
 QO1191  DESIGNATION -  2722 Y
 QO1191  PID         -  QO1191
 QO1191  STATE/COUNTY-  MN/HENNEPIN
 QO1191  COUNTRY     -  US
 QO1191  USGS QUAD   -  HAMEL (1993)
 QO1191
 QO1191                         *CURRENT SURVEY CONTROL
 QO1191  ______________________________________________________________________
 QO1191* NAD 83(1986) POSITION- 45 02 38.36   (N) 093 31 38.51   (W)   HD_HELD1  
 QO1191* NAVD 88 ORTHO HEIGHT -   298.611  (meters)     979.69  (feet) ADJUSTED  
 QO1191  ______________________________________________________________________
 QO1191  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 QO1191  DYNAMIC HEIGHT  -        298.599 (meters)      979.65  (feet) COMP
 QO1191  MODELED GRAVITY -    980,568.2   (mgal)                       NAVD 88
 QO1191
 QO1191  VERT ORDER      -  SECOND    CLASS I
 QO1191
 QO1191.The horizontal coordinates were established by differentially corrected
 QO1191.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1191.
 QO1191.The orthometric height was determined by differential leveling and
 QO1191.adjusted in June 1991.
 QO1191
 QO1191.Photographs are available for this station.
 QO1191
 QO1191.The dynamic height is computed by dividing the NAVD 88
 QO1191.geopotential number by the normal gravity value computed on the
 QO1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1191.degrees latitude (g = 980.6199 gals.).
 QO1191
 QO1191.The modeled gravity was interpolated from observed gravity values.
 QO1191
 QO1191;                    North         East    Units  Estimated Accuracy
 QO1191;SPC MN S     -   327,222.8     837,235.9     MT  (+/- 3 meters HH1 GPS) 
 QO1191
 QO1191                          SUPERSEDED SURVEY CONTROL
 QO1191
 QO1191.No superseded survey control is available for this station.
 QO1191
 QO1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5846787972(NAD 83)
 QO1191
 QO1191_MARKER: DD = SURVEY DISK
 QO1191_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1191+WITH SETTING: INFORMATION.
 QO1191_SP_SET: METAL ROD WITH BASE PLATE
 QO1191_STAMPING: 2722 Y 1977
 QO1191_MARK LOGO: MNDT  
 QO1191_PROJECTION: FLUSH
 QO1191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1191+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 QO1191_ROD/PIPE-DEPTH:  2.4 meters
 QO1191
 QO1191  HISTORY     - Date     Condition        Report By
 QO1191  HISTORY     - 1977     MONUMENTED       MNDT
 QO1191  HISTORY     - 1978     GOOD             MNDT
 QO1191  HISTORY     - 19910831 GOOD             USPSQD
 QO1191  HISTORY     - 20041118 GOOD             USPSQD
 QO1191  HISTORY     - 20051119 GOOD             USPSQD
 QO1191  HISTORY     - 20070813 GOOD             MNDT
 QO1191
 QO1191                          STATION DESCRIPTION
 QO1191
 QO1191'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1191'0.2 MI NORTH FROM HAMEL.
 QO1191'THE MARK IS 0.4 MILE NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1191'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 AND
 QO1191'ABOUT 0.1 MILE WEST OF TRUNK HIGHWAY 101 WEST JUNCTION WITH TRUNK
 QO1191'HIGHWAY 55. IT IS 68 FT. NORTH OF THE CENTERLINE OF WESTBOUND TRUNK
 QO1191'HIGHWAY 55, 87 FT. SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 QO1191'FRAME HOUSE, 38 FT. NORTHWEST OF A MANHOLE, 17 FT. EAST OF A
 QO1191'TELEPHONE POWER POLE WITH TRANSFORMER. IT IS 1.0 FT. SOUTH OF A STEEL
 QO1191'WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 176.4, 1.0 FT. ABOVE
 QO1191'THE LEVEL OF TRUNK HIGHWAY 55.
 QO1191
 QO1191                          STATION RECOVERY (1991)
 QO1191
 QO1191'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1191'RECOVERED IN GOOD CONDITION.
 QO1191
 QO1191                          STATION RECOVERY (2004)
 QO1191
 QO1191'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1191'RECOVERED IN GOOD CONDITION.
 QO1191
 QO1191                          STATION RECOVERY (2005)
 QO1191
 QO1191'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRC)
 QO1191'RECOVERED IN GOOD CONDITION.
 QO1191
 QO1191                          STATION RECOVERY (2007)
 QO1191
 QO1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1191'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1191'8.0 MI (12.9 KM) SOUTHWEST OF OSSEO AND 0.2 MI (0.3 KM)
 QO1191'NORTH-NORTHWEST OF HAMEL.
 QO1191' 
 QO1191'TO REACH TO THE MARK GO 0.4 MI (0.6 KM) NORTHWEST OF TRUNK HIGHWAY 55
 QO1191'BRIDGE 5847 AT RAILROAD IN HAMEL(SOUTHWEST OF HOLIDAY STORE), 0.1 MI
 QO1191'(0.2 KM) WEST OF WEST JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY
 QO1191'101, AT TRUNK HIGHWAY 55 MILE POINT 176.4, 68 FT (20.7 M) NORTH OF
 QO1191'WESTBOUND TRUNK HIGHWAY 55, 38 FT (11.6 M) NORTHWEST OF MANHOLE, 17 FT
 QO1191'(5.2 M) EAST OF TELEPHONE POLE WITH TRANSFORMER, 1.0 FT (0.3 M) SOUTH
 QO1191'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1192 ***********************************************************************
 QO1192  DESIGNATION -  2722 Z
 QO1192  PID         -  QO1192
 QO1192  STATE/COUNTY-  MN/HENNEPIN
 QO1192  COUNTRY     -  US
 QO1192  USGS QUAD   -  HAMEL (1993)
 QO1192
 QO1192                         *CURRENT SURVEY CONTROL
 QO1192  ______________________________________________________________________
 QO1192* NAD 83(1986) POSITION- 45 02 28.83   (N) 093 31 15.12   (W)   HD_HELD1  
 QO1192* NAVD 88 ORTHO HEIGHT -   302.455  (meters)     992.30  (feet) ADJUSTED  
 QO1192  ______________________________________________________________________
 QO1192  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 QO1192  DYNAMIC HEIGHT  -        302.444 (meters)      992.27  (feet) COMP
 QO1192  MODELED GRAVITY -    980,571.7   (mgal)                       NAVD 88
 QO1192
 QO1192  VERT ORDER      -  SECOND    CLASS I
 QO1192
 QO1192.The horizontal coordinates were established by differentially corrected
 QO1192.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1192.
 QO1192.The orthometric height was determined by differential leveling and
 QO1192.adjusted in June 1991.
 QO1192
 QO1192.Photographs are available for this station.
 QO1192
 QO1192.The dynamic height is computed by dividing the NAVD 88
 QO1192.geopotential number by the normal gravity value computed on the
 QO1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1192.degrees latitude (g = 980.6199 gals.).
 QO1192
 QO1192.The modeled gravity was interpolated from observed gravity values.
 QO1192
 QO1192;                    North         East    Units  Estimated Accuracy
 QO1192;SPC MN S     -   326,931.6     837,749.5     MT  (+/- 3 meters HH1 GPS) 
 QO1192
 QO1192                          SUPERSEDED SURVEY CONTROL
 QO1192
 QO1192.No superseded survey control is available for this station.
 QO1192
 QO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5897787674(NAD 83)
 QO1192
 QO1192_MARKER: DD = SURVEY DISK
 QO1192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1192_SP_SET: BRIDGE ABUTMENT
 QO1192_STAMPING: 2722 Z 1977
 QO1192_MARK LOGO: MNDT  
 QO1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1192+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 QO1192
 QO1192  HISTORY     - Date     Condition        Report By
 QO1192  HISTORY     - 1977     MONUMENTED       MNDT
 QO1192  HISTORY     - 1978     GOOD             MNDT
 QO1192  HISTORY     - 19910831 GOOD             USPSQD
 QO1192  HISTORY     - 20031002 GOOD             USPSQD
 QO1192  HISTORY     - 20041118 GOOD             USPSQD
 QO1192  HISTORY     - 20051119 GOOD             USPSQD
 QO1192  HISTORY     - 20070813 GOOD             MNDT
 QO1192
 QO1192                          STATION DESCRIPTION
 QO1192
 QO1192'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1192'0.2 MI EAST FROM HAMEL.
 QO1192'THE MARK IS A STANDARD DISK IN THE SOUTHWEST CORNER OF BRIDGE NUMBER
 QO1192'5847, SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 ON THE EAST EDGE OF
 QO1192'HAMEL. IT IS ABOUT LEVEL WITH THE RAILROAD TRACKS.
 QO1192
 QO1192                          STATION RECOVERY (1991)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2003)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2004)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2005)
 QO1192
 QO1192'RECOVERY NOTE BY US POWER SQUADRON 2005 (ACC)
 QO1192'RECOVERED IN GOOD CONDITION.
 QO1192
 QO1192                          STATION RECOVERY (2007)
 QO1192
 QO1192'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1192'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF HOPKINS,
 QO1192'7.9 MI (12.7 KM) SOUTHWEST OF OSSEO AND 0.2 MI (0.3 KM) EAST OF HAMEL.
 QO1192'TO REACH TO THE MARK FROM EAST EDGE OF HAMEL, IN SOUTHEAST CORNER OF
 QO1192'TRUNK HIGHWAY 55 BRIDGE 5847 AT RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2036 ***********************************************************************
 PP2036  DESIGNATION -  2723 AA
 PP2036  PID         -  PP2036
 PP2036  STATE/COUNTY-  MN/HENNEPIN
 PP2036  COUNTRY     -  US
 PP2036  USGS QUAD   -  HOPKINS (1993)
 PP2036
 PP2036                         *CURRENT SURVEY CONTROL
 PP2036  ______________________________________________________________________
 PP2036* NAD 83(1986) POSITION- 44 59 17.     (N) 093 25 15.     (W)   SCALED    
 PP2036* NAVD 88 ORTHO HEIGHT -   273.452  (meters)     897.15  (feet) ADJUSTED  
 PP2036  ______________________________________________________________________
 PP2036  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2036  DYNAMIC HEIGHT  -        273.449 (meters)      897.14  (feet) COMP
 PP2036  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 PP2036
 PP2036  VERT ORDER      -  SECOND    CLASS I
 PP2036
 PP2036.The horizontal coordinates were scaled from a topographic map and have
 PP2036.an estimated accuracy of +/- 6 seconds.
 PP2036.
 PP2036.The orthometric height was determined by differential leveling and
 PP2036.adjusted in June 1991.
 PP2036
 PP2036.Photographs are available for this station.
 PP2036
 PP2036.The dynamic height is computed by dividing the NAVD 88
 PP2036.geopotential number by the normal gravity value computed on the
 PP2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2036.degrees latitude (g = 980.6199 gals.).
 PP2036
 PP2036.The modeled gravity was interpolated from observed gravity values.
 PP2036
 PP2036;                    North         East    Units  Estimated Accuracy
 PP2036;SPC MN S     -   321,060.      845,670.      MT  (+/- 180 meters Scaled)
 PP2036
 PP2036                          SUPERSEDED SURVEY CONTROL
 PP2036
 PP2036.No superseded survey control is available for this station.
 PP2036
 PP2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK668817(NAD 83)
 PP2036
 PP2036_MARKER: DV = VERTICAL CONTROL DISK
 PP2036_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2036+WITH SETTING: INFORMATION.
 PP2036_SP_SET: METAL ROD WITH BASE PLATE
 PP2036_STAMPING: 2723 AA 1978
 PP2036_MARK LOGO: MNDT  
 PP2036_PROJECTION: FLUSH
 PP2036_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2036+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 PP2036_ROD/PIPE-DEPTH:  2.4 meters
 PP2036
 PP2036  HISTORY     - Date     Condition        Report By
 PP2036  HISTORY     - 1978     MONUMENTED       MNDT
 PP2036  HISTORY     - 1979     GOOD             MNDT
 PP2036  HISTORY     - 20010331 POOR             NGS
 PP2036  HISTORY     - 20070829 GOOD             MNDT
 PP2036
 PP2036                          STATION DESCRIPTION
 PP2036
 PP2036'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2036'IN PLYMOUTH.
 PP2036'THE MARK IS 0.8 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2036'THE JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS 210 FT. WEST OF
 PP2036'THE CENTERLINE OF CSAH 73, 100 FT. WEST OF A SEWER MANHOLE, 90 FT.
 PP2036'NORTHWEST OF THE WEST END OF DEEP ROCK GAS PUMP ISLAND, 71 FT. SOUTH
 PP2036'OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND STATION 1533 AND 50.
 PP2036'IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE
 PP2036'MARKER 182.8.
 PP2036
 PP2036                          STATION RECOVERY (2001)
 PP2036
 PP2036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2036
 PP2036                          STATION RECOVERY (2007)
 PP2036
 PP2036'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2036'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF MINNEAPOLIS, 6.3 MI
 PP2036'(10.1 KM) SOUTHEAST OF HAMEL AND 4.8 MI (7.7 KM) NORTH-NORTHEAST OF
 PP2036'HOPKINS.
 PP2036' 
 PP2036'TO REACH TO THE MARK IN PLYMOUTH, 1.0 MI (1.6 KM) NORTHWEST ALONG
 PP2036'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2036'HIGHWAY 169, 71 FT (21.6 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 55, AT
 PP2036'TRUNK HIGHWAY 55 MILE POINT 182.8, 210 FT (64.0 M) WEST OF COUNTY ROAD
 PP2036'73, 100 FT (30.5 M) WEST OF MANHOLE, 7.0 FT (2.1 M) NORTH OF NORTH
 PP2036'EDGE OF ABANDONED GAS STATION PARKING LOT, 1.0 FT (0.3 M) NORTH OF A
 PP2036'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2044 ***********************************************************************
 PP2044  DESIGNATION -  2723 AB
 PP2044  PID         -  PP2044
 PP2044  STATE/COUNTY-  MN/HENNEPIN
 PP2044  COUNTRY     -  US
 PP2044  USGS QUAD   -  HOPKINS (1993)
 PP2044
 PP2044                         *CURRENT SURVEY CONTROL
 PP2044  ______________________________________________________________________
 PP2044* NAD 83(1986) POSITION- 44 59 03.     (N) 093 22 52.     (W)   SCALED    
 PP2044* NAVD 88 ORTHO HEIGHT -   274.363  (meters)     900.14  (feet) ADJUSTED  
 PP2044  ______________________________________________________________________
 PP2044  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 PP2044  DYNAMIC HEIGHT  -        274.358 (meters)      900.12  (feet) COMP
 PP2044  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 PP2044
 PP2044  VERT ORDER      -  SECOND    CLASS I
 PP2044
 PP2044.The horizontal coordinates were scaled from a topographic map and have
 PP2044.an estimated accuracy of +/- 6 seconds.
 PP2044.
 PP2044.The orthometric height was determined by differential leveling and
 PP2044.adjusted in June 1991.
 PP2044
 PP2044.The dynamic height is computed by dividing the NAVD 88
 PP2044.geopotential number by the normal gravity value computed on the
 PP2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2044.degrees latitude (g = 980.6199 gals.).
 PP2044
 PP2044.The modeled gravity was interpolated from observed gravity values.
 PP2044
 PP2044;                    North         East    Units  Estimated Accuracy
 PP2044;SPC MN S     -   320,650.      848,810.      MT  (+/- 180 meters Scaled)
 PP2044
 PP2044                          SUPERSEDED SURVEY CONTROL
 PP2044
 PP2044.No superseded survey control is available for this station.
 PP2044
 PP2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK699812(NAD 83)
 PP2044
 PP2044_MARKER: DD = SURVEY DISK
 PP2044_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP2044_SP_SET: BANK SIGN BASE
 PP2044_STAMPING: 2723 AB 1978
 PP2044_MARK LOGO: MNDT  
 PP2044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2044+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 PP2044
 PP2044  HISTORY     - Date     Condition        Report By
 PP2044  HISTORY     - 1978     MONUMENTED       MNDT
 PP2044  HISTORY     - 1979     GOOD             MNDT
 PP2044  HISTORY     - 20050324 MARK NOT FOUND   USPSQD
 PP2044  HISTORY     - 20070912 MARK NOT FOUND   MNDT
 PP2044
 PP2044                          STATION DESCRIPTION
 PP2044
 PP2044'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2044'IN GOLDEN VALLEY.
 PP2044'THE MARK IS 1.0 MILES EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2044'JUNCTION OF CSAH 18 AND TRUNK HIGHWAY 55. IT IS 72 FT. NORTHWEST OF
 PP2044'THE LANDING OF THE PEDESTRIAN BRIDGE IN THE NORTHWEST QUADRANT OF
 PP2044'TRUNK HIGHWAY 55 WESTBOUND AND WINNETKA AVE. NO. 44 FT. SOUTHEAST OF
 PP2044'THE SOUTHEAST CORNER OF GOLDEN VALLEY STATE BANK. IT IS IN THE
 PP2044'CONCRETE BASE FOR THE BANK SIGN. IT IS AT TRUNK HIGHWAY 55 MILE
 PP2044'MARKER 185.0.
 PP2044
 PP2044                          STATION RECOVERY (2005)
 PP2044
 PP2044'RECOVERY NOTE BY US POWER SQUADRON 2005 (MJS)
 PP2044'MARK NOT FOUND.
 PP2044
 PP2044                          STATION RECOVERY (2007)
 PP2044
 PP2044'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2044'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2045 ***********************************************************************
 PP2045  DESIGNATION -  2723 AC
 PP2045  PID         -  PP2045
 PP2045  STATE/COUNTY-  MN/HENNEPIN
 PP2045  COUNTRY     -  US
 PP2045  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP2045
 PP2045                         *CURRENT SURVEY CONTROL
 PP2045  ______________________________________________________________________
 PP2045* NAD 83(1986) POSITION- 44 59 01.74   (N) 093 22 01.20   (W)   HD_HELD1  
 PP2045* NAVD 88 ORTHO HEIGHT -   280.029  (meters)     918.73  (feet) ADJUSTED  
 PP2045  ______________________________________________________________________
 PP2045  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 PP2045  DYNAMIC HEIGHT  -        280.024 (meters)      918.71  (feet) COMP
 PP2045  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 PP2045
 PP2045  VERT ORDER      -  SECOND    CLASS I
 PP2045
 PP2045.The horizontal coordinates were established by differentially corrected
 PP2045.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2045.
 PP2045.The orthometric height was determined by differential leveling and
 PP2045.adjusted in June 1991.
 PP2045
 PP2045.Photographs are available for this station.
 PP2045
 PP2045.The dynamic height is computed by dividing the NAVD 88
 PP2045.geopotential number by the normal gravity value computed on the
 PP2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2045.degrees latitude (g = 980.6199 gals.).
 PP2045
 PP2045.The modeled gravity was interpolated from observed gravity values.
 PP2045
 PP2045;                    North         East    Units  Estimated Accuracy
 PP2045;SPC MN S     -   320,621.7     849,921.5     MT  (+/- 3 meters HH1 GPS) 
 PP2045
 PP2045                          SUPERSEDED SURVEY CONTROL
 PP2045
 PP2045.No superseded survey control is available for this station.
 PP2045
 PP2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7106681218(NAD 83)
 PP2045
 PP2045_MARKER: DV = VERTICAL CONTROL DISK
 PP2045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2045+WITH SETTING: INFORMATION.
 PP2045_SP_SET: METAL ROD WITH BASE PLATE
 PP2045_STAMPING: 2726 AC 1979
 PP2045_MARK LOGO: MNDT  
 PP2045_PROJECTION: RECESSED 5 CENTIMETERS
 PP2045_MAGNETIC: I = MARKER IS A STEEL ROD
 PP2045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2045+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP2045_ROD/PIPE-DEPTH:  2.4 meters
 PP2045
 PP2045  HISTORY     - Date     Condition        Report By
 PP2045  HISTORY     - 1978     MONUMENTED       MNDT
 PP2045  HISTORY     - 1979     GOOD             MNDT
 PP2045  HISTORY     - 20070912 GOOD             MNDT
 PP2045  HISTORY     - 20090927 GOOD             MNDT
 PP2045
 PP2045                          STATION DESCRIPTION
 PP2045
 PP2045'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2045'IN GOLDEN VALLEY.
 PP2045'THE MARK IS 1.0 MILES WEST MEASURED ALONG TRUNK HIGHWAY 55 FROM THE
 PP2045'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 AND 1.8 MILES EAST
 PP2045'ALONG, TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 PP2045'CSAH 18. IT IS 82 FT. SOUTHEAST OF A FIRE HYDRANT IN THE NORTHWEST
 PP2045'QUADRANT OF JERSEY AVE. NO. AND THE NORTH FRONTAGE ROAD, 44 FT. NORTH
 PP2045'OF CENTERLINE OF TRUNK HIGHWAY 55 WESTBOUND, STA 1678 AND 10 35 FT.
 PP2045'SOUTH OF A 20 INCH OAK TREE. IT IS 1 FT. SOUTH OF A STEEL WITNESS POST
 PP2045'AT TRUNK HIGHWAY 55 MILE MARKER 185.75.
 PP2045
 PP2045                          STATION RECOVERY (2007)
 PP2045
 PP2045'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2045'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF HAMEL,
 PP2045'6.2 MI (10.0 KM) NORTHEAST OF HOPKINS AND 5.1 MI (8.2 KM) WEST OF
 PP2045'MINNEAPOLIS.
 PP2045' 
 PP2045'TO REACH TO THE MARK IN GOLDEN VALLEY, 1.0 MI (1.6 KM) WEST ALONG
 PP2045'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2045'HIGHWAY 100, AT THE JUNCTION OF JERSEY AVENUE NORTH AND NORTH FRONTAGE
 PP2045'ROAD, AT TRUNK HIGHWAY 55 MILE POINT 185.75, 44 FT (13.4 M) NORTH OF
 PP2045'WESTBOUND TRUNK HIGHWAY 55, 82 FT (25.0 M) SOUTHEAST OF FIRE HYDRANT,
 PP2045'40 FT (12.2 M) EAST OF JERSEY AVENUE, 1.0 FT (0.3 M) SOUTH OF A
 PP2045'WITNESS POST.
 PP2045
 PP2045                          STATION RECOVERY (2009)
 PP2045
 PP2045'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8258 ***********************************************************************
 DE8258  DESIGNATION -  2723 AE
 DE8258  PID         -  DE8258
 DE8258  STATE/COUNTY-  MN/HENNEPIN
 DE8258  COUNTRY     -  US
 DE8258  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8258
 DE8258                         *CURRENT SURVEY CONTROL
 DE8258  ______________________________________________________________________
 DE8258* NAD 83(1986) POSITION- 44 59 04.91   (N) 093 21 22.22   (W)   HD_HELD1  
 DE8258* NAVD 88 ORTHO HEIGHT -   275.931  (meters)     905.28  (feet) ADJUSTED  
 DE8258  ______________________________________________________________________
 DE8258  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE8258  DYNAMIC HEIGHT  -        275.926 (meters)      905.27  (feet) COMP
 DE8258  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8258
 DE8258  VERT ORDER      -  SECOND    CLASS I
 DE8258
 DE8258.The horizontal coordinates were established by differentially corrected
 DE8258.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8258.
 DE8258.The orthometric height was determined by differential leveling and
 DE8258.adjusted in May 2010.
 DE8258
 DE8258.No vertical observational check was made to the station.
 DE8258
 DE8258.Photographs are available for this station.
 DE8258
 DE8258.The dynamic height is computed by dividing the NAVD 88
 DE8258.geopotential number by the normal gravity value computed on the
 DE8258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8258.degrees latitude (g = 980.6199 gals.).
 DE8258
 DE8258.The modeled gravity was interpolated from observed gravity values.
 DE8258
 DE8258;                    North         East    Units  Estimated Accuracy
 DE8258;SPC MN S     -   320,726.2     850,774.6     MT  (+/- 3 meters HH1 GPS) 
 DE8258
 DE8258                          SUPERSEDED SURVEY CONTROL
 DE8258
 DE8258  NAVD 88 (08/10/04)  275.932  (m)          905.29   (f) SUPERSEDED  2 1
 DE8258
 DE8258.Superseded values are not recommended for survey control.
 DE8258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8258.See file dsdata.txt to determine how the superseded data were derived.
 DE8258
 DE8258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7192081312(NAD 83)
 DE8258
 DE8258_MARKER: DV = VERTICAL CONTROL DISK
 DE8258_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8258_SP_SET: BRIDGE ABUTMENT
 DE8258_STAMPING: 2723 AE 1998
 DE8258_MARK LOGO: MNDT  
 DE8258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8258+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DE8258
 DE8258  HISTORY     - Date     Condition        Report By
 DE8258  HISTORY     - 1998     MONUMENTED       MNDT
 DE8258  HISTORY     - 19980609 GOOD             MNDT
 DE8258  HISTORY     - 20040929 GOOD             MNDT
 DE8258  HISTORY     - 20051122 GOOD             MNDT
 DE8258  HISTORY     - 20070717 GOOD             MNDT
 DE8258  HISTORY     - 20080626 GOOD             MNDT
 DE8258  HISTORY     - 20090927 GOOD             MNDT
 DE8258
 DE8258                          STATION DESCRIPTION
 DE8258
 DE8258'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8258'IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER OF BRIDGE OVER RR,
 DE8258'0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8258'GOLDEN VALLEY, 26.7 FT (8.1 M) NORTH OF WB TH 55. NOTE--MARK WAS SET
 DE8258'IN BRIDGE BUILT IN 1997 THEN STAMPED IN 1998.
 DE8258
 DE8258                          STATION RECOVERY (2004)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DE8258'IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER OF BRIDGE NUMBER
 DE8258'27075 OVER RAILROAD, 0.27 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DE8258'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 IN GOLDEN VALLEY,
 DE8258'26.7 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 55
 DE8258
 DE8258                          STATION RECOVERY (2005)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 DE8258'NEW ADDITIONS - AT NORTHEAST CORNER OF BRIDGE NUMBER 27075 OVER
 DE8258'RAILROAD, 100 FT (30.5 M) SOUTHWEST OF ZANE AVENUE NORTH, 26.7 FT (8.1
 DE8258'M) NORTH OF WESTBOUND TRUNK HIGHWAY 55.
 DE8258
 DE8258                          STATION RECOVERY (2007)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8258'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8258'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8258'MINNEAPOLIS.
 DE8258' 
 DE8258'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8258'OF BRIDGE NUMBER 27075 OVER RAILROAD, 0.27 MI (0.4 KM) WEST ALONG
 DE8258'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8258'HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) SOUTHWEST OF ZANE AVENUE
 DE8258'NORTH, 26.7 FT (8.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 55.
 DE8258
 DE8258                          STATION RECOVERY (2008)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8258'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8258'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8258'MINNEAPOLIS.
 DE8258' 
 DE8258'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8258'OF BRIDGE NUMBER 27075 OVER RAILROAD, GO 0.27 MI (0.4 KM) WEST ALONG
 DE8258'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8258'HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) SOUTHWEST OF ZANE AVENUE
 DE8258'NORTH, 26.7 FT (8.1 M) NORTH OF WESTBOUND TRUNK HIGHWAY 55
 DE8258
 DE8258                          STATION RECOVERY (2009)
 DE8258
 DE8258'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DE8258'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8259 ***********************************************************************
 DE8259  DESIGNATION -  2723 AF
 DE8259  PID         -  DE8259
 DE8259  STATE/COUNTY-  MN/HENNEPIN
 DE8259  COUNTRY     -  US
 DE8259  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8259
 DE8259                         *CURRENT SURVEY CONTROL
 DE8259  ______________________________________________________________________
 DE8259* NAD 83(1986) POSITION- 44 59 04.77   (N) 093 21 19.88   (W)   HD_HELD1  
 DE8259* NAVD 88 ORTHO HEIGHT -   275.757  (meters)     904.71  (feet) ADJUSTED  
 DE8259  ______________________________________________________________________
 DE8259  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE8259  DYNAMIC HEIGHT  -        275.753 (meters)      904.70  (feet) COMP
 DE8259  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8259
 DE8259  VERT ORDER      -  SECOND    CLASS I
 DE8259
 DE8259.The horizontal coordinates were established by differentially corrected
 DE8259.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8259.
 DE8259.The orthometric height was determined by differential leveling and
 DE8259.adjusted in August 2004.
 DE8259
 DE8259.No vertical observational check was made to the station.
 DE8259
 DE8259.Photographs are available for this station.
 DE8259
 DE8259.The dynamic height is computed by dividing the NAVD 88
 DE8259.geopotential number by the normal gravity value computed on the
 DE8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8259.degrees latitude (g = 980.6199 gals.).
 DE8259
 DE8259.The modeled gravity was interpolated from observed gravity values.
 DE8259
 DE8259;                    North         East    Units  Estimated Accuracy
 DE8259;SPC MN S     -   320,722.3     850,825.9     MT  (+/- 3 meters HH1 GPS) 
 DE8259
 DE8259                          SUPERSEDED SURVEY CONTROL
 DE8259
 DE8259.No superseded survey control is available for this station.
 DE8259
 DE8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7197181307(NAD 83)
 DE8259
 DE8259_MARKER: DD = SURVEY DISK
 DE8259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8259_SP_SET: BRIDGE ABUTMENT
 DE8259_STAMPING: 2723 AF 1998
 DE8259_MARK LOGO: MNDT  
 DE8259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8259+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DE8259
 DE8259  HISTORY     - Date     Condition        Report By
 DE8259  HISTORY     - 1998     MONUMENTED       MNDT
 DE8259  HISTORY     - 19980609 GOOD             MNDT
 DE8259  HISTORY     - 20070717 GOOD             MNDT
 DE8259  HISTORY     - 20080626 GOOD             MNDT
 DE8259  HISTORY     - 20090927 GOOD             MNDT
 DE8259
 DE8259                          STATION DESCRIPTION
 DE8259
 DE8259'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8259'IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER OF BRIDGE OVER RR
 DE8259'TRACKS, 0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH
 DE8259'100 IN GOLDEN VALLEY, 22.5 FT (6.9 M) NORTH OF EB TH 55.
 DE8259
 DE8259                          STATION RECOVERY (2007)
 DE8259
 DE8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8259'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8259'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8259'MINNEAPOLIS.
 DE8259' 
 DE8259'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8259'OF BRIDGE NUMBER 27076 OVER RAILROAD, 0.27 MI (0.4 KM) WEST ALONG
 DE8259'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8259'HIGHWAY 100 IN GOLDEN VALLEY, 22.5 FT (6.9 M) NORTH OF EASTBOUND TRUNK
 DE8259'HIGHWAY 55.
 DE8259
 DE8259                          STATION RECOVERY (2008)
 DE8259
 DE8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8259'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8259'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8259'MINNEAPOLIS.
 DE8259' 
 DE8259'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT NORTHEAST CORNER
 DE8259'OF BRIDGE NUMBER 27076 OVER RAILROAD, GO 0.27 MI (0.4 KM) WEST ALONG
 DE8259'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8259'HIGHWAY 100 IN GOLDEN VALLEY, 22.5 FT (6.9 M) NORTH OF EASTBOUND TRUNK
 DE8259'HIGHWAY 55.
 DE8259
 DE8259                          STATION RECOVERY (2009)
 DE8259
 DE8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DE8259'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8260 ***********************************************************************
 DE8260  DESIGNATION -  2723 AG
 DE8260  PID         -  DE8260
 DE8260  STATE/COUNTY-  MN/HENNEPIN
 DE8260  COUNTRY     -  US
 DE8260  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8260
 DE8260                         *CURRENT SURVEY CONTROL
 DE8260  ______________________________________________________________________
 DE8260* NAD 83(1986) POSITION- 44 59 03.72   (N) 093 21 19.66   (W)   HD_HELD1  
 DE8260* NAVD 88 ORTHO HEIGHT -   274.659  (meters)     901.11  (feet) ADJUSTED  
 DE8260  ______________________________________________________________________
 DE8260  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE8260  DYNAMIC HEIGHT  -        274.654 (meters)      901.09  (feet) COMP
 DE8260  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DE8260
 DE8260  VERT ORDER      -  SECOND    CLASS I
 DE8260
 DE8260.The horizontal coordinates were established by differentially corrected
 DE8260.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8260.
 DE8260.The orthometric height was determined by differential leveling and
 DE8260.adjusted in August 2004.
 DE8260
 DE8260.No vertical observational check was made to the station.
 DE8260
 DE8260.Photographs are available for this station.
 DE8260
 DE8260.The dynamic height is computed by dividing the NAVD 88
 DE8260.geopotential number by the normal gravity value computed on the
 DE8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8260.degrees latitude (g = 980.6199 gals.).
 DE8260
 DE8260.The modeled gravity was interpolated from observed gravity values.
 DE8260
 DE8260;                    North         East    Units  Estimated Accuracy
 DE8260;SPC MN S     -   320,689.9     850,831.0     MT  (+/- 3 meters HH1 GPS) 
 DE8260
 DE8260                          SUPERSEDED SURVEY CONTROL
 DE8260
 DE8260.No superseded survey control is available for this station.
 DE8260
 DE8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7197681275(NAD 83)
 DE8260
 DE8260_MARKER: DV = VERTICAL CONTROL DISK
 DE8260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8260_SP_SET: BRIDGE ABUTMENT
 DE8260_STAMPING: 2723 AG 1998
 DE8260_MARK LOGO: MNDT  
 DE8260_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8260+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8260
 DE8260  HISTORY     - Date     Condition        Report By
 DE8260  HISTORY     - 1998     MONUMENTED       MNDT
 DE8260  HISTORY     - 19980609 GOOD             MNDT
 DE8260  HISTORY     - 20070717 GOOD             MNDT
 DE8260  HISTORY     - 20080626 GOOD             MNDT
 DE8260  HISTORY     - 20100201 GOOD             MNDT
 DE8260
 DE8260                          STATION DESCRIPTION
 DE8260
 DE8260'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8260'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE OVER RR,
 DE8260'0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8260'GOLDEN VALLEY, 23.7 FT (7.2 M) SOUTH OF FRONTAGE ROAD. MARK SET IN
 DE8260'STRUCTURE WHEN BUILT IN 1985, RECOVERED AND STAMPED 1998.
 DE8260
 DE8260                          STATION RECOVERY (2007)
 DE8260
 DE8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8260'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8260'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8260'MINNEAPOLIS.
 DE8260' 
 DE8260'TO REACH TO THE MARK IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER
 DE8260'OF BRIDGE NUMBER 27661 OVER RAILROAD, 0.27 MI (0.4 KM) WEST ALONG
 DE8260'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8260'HIGHWAY 100 IN GOLDEN VALLEY, 200 FT (61.0 M) WEST OF YOSEMITE AVENUE,
 DE8260'100 FT (30.5 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 55, 23.7 FT (7.2 M)
 DE8260'SOUTH OF FRONTAGE ROAD.
 DE8260
 DE8260                          STATION RECOVERY (2008)
 DE8260
 DE8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8260'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8260'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8260'MINNEAPOLIS.
 DE8260' 
 DE8260'TO REACH TO THE MARK IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER
 DE8260'OF BRIDGE NUMBER 27661 OVER RAILROAD, GO 0.27 MI (0.4 KM) WEST ALONG
 DE8260'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8260'HIGHWAY 100 IN GOLDEN VALLEY, 200 FT (61.0 M) WEST OF YOSEMITE AVENUE,
 DE8260'100 FT (30.5 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 55, 23.7 FT (7.2 M)
 DE8260'SOUTH OF FRONTAGE ROAD
 DE8260
 DE8260                          STATION RECOVERY (2010)
 DE8260
 DE8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8261 ***********************************************************************
 DE8261  DESIGNATION -  2723 AH
 DE8261  PID         -  DE8261
 DE8261  STATE/COUNTY-  MN/HENNEPIN
 DE8261  COUNTRY     -  US
 DE8261  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8261
 DE8261                         *CURRENT SURVEY CONTROL
 DE8261  ______________________________________________________________________
 DE8261* NAD 83(1986) POSITION- 44 59 04.32   (N) 093 21 22.16   (W)   HD_HELD1  
 DE8261* NAVD 88 ORTHO HEIGHT -   275.606  (meters)     904.22  (feet) ADJUSTED  
 DE8261  ______________________________________________________________________
 DE8261  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE8261  DYNAMIC HEIGHT  -        275.601 (meters)      904.20  (feet) COMP
 DE8261  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8261
 DE8261  VERT ORDER      -  SECOND    CLASS I
 DE8261
 DE8261.The horizontal coordinates were established by differentially corrected
 DE8261.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8261.
 DE8261.The orthometric height was determined by differential leveling and
 DE8261.adjusted in August 2004.
 DE8261
 DE8261.No vertical observational check was made to the station.
 DE8261
 DE8261.Photographs are available for this station.
 DE8261
 DE8261.The dynamic height is computed by dividing the NAVD 88
 DE8261.geopotential number by the normal gravity value computed on the
 DE8261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8261.degrees latitude (g = 980.6199 gals.).
 DE8261
 DE8261.The modeled gravity was interpolated from observed gravity values.
 DE8261
 DE8261;                    North         East    Units  Estimated Accuracy
 DE8261;SPC MN S     -   320,708.0     850,776.1     MT  (+/- 3 meters HH1 GPS) 
 DE8261
 DE8261                          SUPERSEDED SURVEY CONTROL
 DE8261
 DE8261.No superseded survey control is available for this station.
 DE8261
 DE8261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7192181293(NAD 83)
 DE8261
 DE8261_MARKER: DD = SURVEY DISK
 DE8261_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8261_SP_SET: BRIDGE ABUTMENT
 DE8261_STAMPING: 2723 AH 1998
 DE8261_MARK LOGO: MNDT  
 DE8261_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8261+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DE8261
 DE8261  HISTORY     - Date     Condition        Report By
 DE8261  HISTORY     - 1998     MONUMENTED       MNDT
 DE8261  HISTORY     - 19980609 GOOD             MNDT
 DE8261  HISTORY     - 20070717 GOOD             MNDT
 DE8261  HISTORY     - 20080626 GOOD             MNDT
 DE8261
 DE8261                          STATION DESCRIPTION
 DE8261
 DE8261'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8261'IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER OF BRIDGE OVER RR,
 DE8261'0.29 MIWEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN GOLDEN VALLEY,
 DE8261'24.9 FT (7.6 M) SOUTH OF EASTBOUND TH 55.
 DE8261
 DE8261                          STATION RECOVERY (2007)
 DE8261
 DE8261'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8261'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8261'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8261'MINNEAPOLIS.
 DE8261' 
 DE8261'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8261'OF BRIDGE NUMBER 27076 OVER RAILROAD, 0.29 MI (0.5 KM) WEST ALONG
 DE8261'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8261'HIGHWAY 100 IN GOLDEN VALLEY, 24.9 FT (7.6 M) SOUTH OF EASTBOUND TRUNK
 DE8261'HIGHWAY 55.
 DE8261
 DE8261                          STATION RECOVERY (2008)
 DE8261
 DE8261'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8261'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8261'6.6 MI (10.6 KM) NORTHEAST OF HOPKINS AND 4.6 MI (7.4 KM) WEST OF
 DE8261'MINNEAPOLIS.
 DE8261' 
 DE8261'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8261'OF BRIDGE NUMBER 27076 OVER RAILROAD, GO 0.29 MI (0.5 KM) WEST ALONG
 DE8261'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8261'HIGHWAY 100 IN GOLDEN VALLEY, 24.9 FT (7.6 M) SOUTH OF EASTBOUND TRUNK
 DE8261'HIGHWAY 55
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8262 ***********************************************************************
 DE8262  DESIGNATION -  2723 AJ
 DE8262  PID         -  DE8262
 DE8262  STATE/COUNTY-  MN/HENNEPIN
 DE8262  COUNTRY     -  US
 DE8262  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8262
 DE8262                         *CURRENT SURVEY CONTROL
 DE8262  ______________________________________________________________________
 DE8262* NAD 83(1986) POSITION- 44 59 05.40   (N) 093 21 20.13   (W)   HD_HELD1  
 DE8262* NAVD 88 ORTHO HEIGHT -   275.820  (meters)     904.92  (feet) ADJUSTED  
 DE8262  ______________________________________________________________________
 DE8262  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE8262  DYNAMIC HEIGHT  -        275.815 (meters)      904.90  (feet) COMP
 DE8262  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8262
 DE8262  VERT ORDER      -  SECOND    CLASS I
 DE8262
 DE8262.The horizontal coordinates were established by differentially corrected
 DE8262.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8262.
 DE8262.The orthometric height was determined by differential leveling and
 DE8262.adjusted in June 2011.
 DE8262
 DE8262.Photographs are available for this station.
 DE8262
 DE8262.The dynamic height is computed by dividing the NAVD 88
 DE8262.geopotential number by the normal gravity value computed on the
 DE8262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8262.degrees latitude (g = 980.6199 gals.).
 DE8262
 DE8262.The modeled gravity was interpolated from observed gravity values.
 DE8262
 DE8262;                    North         East    Units  Estimated Accuracy
 DE8262;SPC MN S     -   320,741.7     850,820.3     MT  (+/- 3 meters HH1 GPS) 
 DE8262
 DE8262                          SUPERSEDED SURVEY CONTROL
 DE8262
 DE8262  NAVD 88 (08/10/04)  275.822  (m)          904.93   (f) SUPERSEDED  2 1
 DE8262
 DE8262.Superseded values are not recommended for survey control.
 DE8262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8262.See file dsdata.txt to determine how the superseded data were derived.
 DE8262
 DE8262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7196681327(NAD 83)
 DE8262
 DE8262_MARKER: DD = SURVEY DISK
 DE8262_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8262_SP_SET: BRIDGE ABUTMENT
 DE8262_STAMPING: 2723 AJ 1998
 DE8262_MARK LOGO: MNDT  
 DE8262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8262+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8262
 DE8262  HISTORY     - Date     Condition        Report By
 DE8262  HISTORY     - 1998     MONUMENTED       MNDT
 DE8262  HISTORY     - 19980609 GOOD             MNDT
 DE8262  HISTORY     - 20070717 GOOD             MNDT
 DE8262  HISTORY     - 20080626 GOOD             MNDT
 DE8262  HISTORY     - 20100201 GOOD             MNDT
 DE8262
 DE8262                          STATION DESCRIPTION
 DE8262
 DE8262'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8262'IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER OF BRIDGE OVER RR,
 DE8262'0.3 MI (0.5 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8262'GOLDEN VALLEY, 25.0 FT (7.6 M) SOUTH OF WESTBOUND TH 55. NOTE--MARK
 DE8262'WAS SET IN BRIDGE BUILT IN 1997 THEN STAMPED IN 1998.
 DE8262
 DE8262                          STATION RECOVERY (2007)
 DE8262
 DE8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8262'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8262'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8262'MINNEAPOLIS.
 DE8262' 
 DE8262'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8262'OF BRIDGE NUMBER 27075 OVER RAILROAD, 0.29 MI (0.5 KM) WEST ALONG
 DE8262'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8262'HIGHWAY 100 IN GOLDEN VALLEY, 25.0 FT (7.6 M) SOUTH OF WESTBOUND TRUNK
 DE8262'HIGHWAY 55.
 DE8262
 DE8262                          STATION RECOVERY (2008)
 DE8262
 DE8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8262'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8262'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8262'MINNEAPOLIS.
 DE8262' 
 DE8262'TO REACH TO THE MARK IN GOLDEN VALLEY, IN RAILING AT SOUTHWEST CORNER
 DE8262'OF BRIDGE NUMBER 27075 OVER RAILROAD, GO 0.29 MI (0.5 KM) WEST ALONG
 DE8262'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DE8262'HIGHWAY 100 IN GOLDEN VALLEY, 25.0 FT (7.6 M) SOUTH OF WESTBOUND TRUNK
 DE8262'HIGHWAY 55
 DE8262
 DE8262                          STATION RECOVERY (2010)
 DE8262
 DE8262'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8262'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8257 ***********************************************************************
 DE8257  DESIGNATION -  2723 AK
 DE8257  PID         -  DE8257
 DE8257  STATE/COUNTY-  MN/HENNEPIN
 DE8257  COUNTRY     -  US
 DE8257  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8257
 DE8257                         *CURRENT SURVEY CONTROL
 DE8257  ______________________________________________________________________
 DE8257* NAD 83(1986) POSITION- 44 59 05.69   (N) 093 21 20.14   (W)   HD_HELD1  
 DE8257* NAVD 88 ORTHO HEIGHT -   276.532  (meters)     907.26  (feet) ADJUSTED  
 DE8257  ______________________________________________________________________
 DE8257  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE8257  DYNAMIC HEIGHT  -        276.527 (meters)      907.24  (feet) COMP
 DE8257  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 DE8257
 DE8257  VERT ORDER      -  SECOND    CLASS I
 DE8257
 DE8257.The horizontal coordinates were established by differentially corrected
 DE8257.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8257.
 DE8257.The orthometric height was determined by differential leveling and
 DE8257.adjusted in August 2004.
 DE8257
 DE8257.No vertical observational check was made to the station.
 DE8257
 DE8257.Photographs are available for this station.
 DE8257
 DE8257.The dynamic height is computed by dividing the NAVD 88
 DE8257.geopotential number by the normal gravity value computed on the
 DE8257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8257.degrees latitude (g = 980.6199 gals.).
 DE8257
 DE8257.The modeled gravity was interpolated from observed gravity values.
 DE8257
 DE8257;                    North         East    Units  Estimated Accuracy
 DE8257;SPC MN S     -   320,750.6     850,820.0     MT  (+/- 3 meters HH1 GPS) 
 DE8257
 DE8257                          SUPERSEDED SURVEY CONTROL
 DE8257
 DE8257.No superseded survey control is available for this station.
 DE8257
 DE8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7196681336(NAD 83)
 DE8257
 DE8257_MARKER: DV = VERTICAL CONTROL DISK
 DE8257_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8257_SP_SET: BRIDGE ABUTMENT
 DE8257_STAMPING: 2723 AK 1998
 DE8257_MARK LOGO: MNDT  
 DE8257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8257+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8257
 DE8257  HISTORY     - Date     Condition        Report By
 DE8257  HISTORY     - 1998     MONUMENTED       MNDT
 DE8257  HISTORY     - 19980609 GOOD             MNDT
 DE8257  HISTORY     - 20040924 GOOD             MNDT
 DE8257  HISTORY     - 20051122 GOOD             MNDT
 DE8257  HISTORY     - 20070717 GOOD             MNDT
 DE8257  HISTORY     - 20080626 GOOD             MNDT
 DE8257  HISTORY     - 20100201 GOOD             MNDT
 DE8257
 DE8257                          STATION DESCRIPTION
 DE8257
 DE8257'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8257'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE OVER RR,
 DE8257'0.27 MI (0.43 KM) WEST ALONG TH 55 FROM JCT OF TH 55 AND TH 100 IN
 DE8257'GOLDEN VALLEY, 21.7 FT (6.6 M) SOUTH OF FRONTAGE RD. MARK SET IN
 DE8257'STRUCTURE WHEN BUILT IN 1985, RECOVERED AND STAMPED IN 1998.
 DE8257
 DE8257                          STATION RECOVERY (2004)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DE8257'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE NUMBER
 DE8257'27226 OVER RAILROAD, 0.27 MILES WEST ALONG TRUNK HIGHWAY 55 FROM
 DE8257'JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 100 IN GOLDEN VALLEY,
 DE8257'21.7 FEET SOUTH OF FRONTAGE ROAD
 DE8257
 DE8257                          STATION RECOVERY (2005)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 DE8257'NEW ADDITIONS - AT SOUTHEAST CORNER OF BRIDGE NUMBER 27226 (FRONTAGE
 DE8257'ROAD) OVER RAILROAD, 100 FT (30.5 M) WEST OF OLSON MEMORIAL HIGHWAY
 DE8257'5900, ZANE AVENUE NORTH 600 SIGN POST.
 DE8257
 DE8257                          STATION RECOVERY (2007)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DE8257'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8257'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8257'MINNEAPOLIS.
 DE8257' 
 DE8257'TO REACH TO THE IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER OF
 DE8257'BRIDGE NUMBER 27226 (FRONTAGE ROAD) OVER RAILROAD, 0.27 MI (0.4 KM)
 DE8257'WEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 DE8257'TRUNK HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) WEST OF OLSON
 DE8257'MEMORIAL HIGHWAY 5900, ZANE AVENUE NORTH 600 SIGN POST, 21.7 FT (6.6
 DE8257'M) SOUTH OF FRONTAGE ROAD (OLSON MEMORIAL HIGHWAY).
 DE8257
 DE8257                          STATION RECOVERY (2008)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8257'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF HAMEL,
 DE8257'6.7 MI (10.8 KM) NORTHEAST OF HOPKINS AND 4.5 MI (7.2 KM) WEST OF
 DE8257'MINNEAPOLIS.
 DE8257' 
 DE8257'TO REACH TO THE MARK IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHEAST CORNER
 DE8257'OF BRIDGE NUMBER 27226 (FRONTAGE ROAD) OVER RAILROAD, GO 0.27 MI (0.4
 DE8257'KM) WEST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55
 DE8257'AND TRUNK HIGHWAY 100 IN GOLDEN VALLEY, 100 FT (30.5 M) WEST OF OLSON
 DE8257'MEMORIAL HIGHWAY 5900, ZANE AVENUE NORTH 600 SIGN POST, 21.7 FT (6.6
 DE8257'M) SOUTH OF FRONTAGE ROAD (OLSON MEMORIAL HIGHWAY).
 DE8257
 DE8257                          STATION RECOVERY (2010)
 DE8257
 DE8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8257'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1160 ***********************************************************************
 QO1160  DESIGNATION -  2723 G
 QO1160  PID         -  QO1160
 QO1160  STATE/COUNTY-  MN/HENNEPIN
 QO1160  COUNTRY     -  US
 QO1160  USGS QUAD   -  OSSEO (1993)
 QO1160
 QO1160                         *CURRENT SURVEY CONTROL
 QO1160  ______________________________________________________________________
 QO1160* NAD 83(1986) POSITION- 45 00 15.67   (N) 093 26 45.50   (W)   HD_HELD1  
 QO1160* NAVD 88 ORTHO HEIGHT -   284.687  (meters)     934.01  (feet) ADJUSTED  
 QO1160  ______________________________________________________________________
 QO1160  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 QO1160  DYNAMIC HEIGHT  -        284.683 (meters)      934.00  (feet) COMP
 QO1160  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QO1160
 QO1160  VERT ORDER      -  SECOND    CLASS I
 QO1160
 QO1160.The horizontal coordinates were established by differentially corrected
 QO1160.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1160.
 QO1160.The orthometric height was determined by differential leveling and
 QO1160.adjusted in June 1991.
 QO1160
 QO1160.Photographs are available for this station.
 QO1160
 QO1160.The dynamic height is computed by dividing the NAVD 88
 QO1160.geopotential number by the normal gravity value computed on the
 QO1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1160.degrees latitude (g = 980.6199 gals.).
 QO1160
 QO1160.The modeled gravity was interpolated from observed gravity values.
 QO1160
 QO1160;                    North         East    Units  Estimated Accuracy
 QO1160;SPC MN S     -   322,858.5     843,678.0     MT  (+/- 3 meters HH1 GPS) 
 QO1160
 QO1160                          SUPERSEDED SURVEY CONTROL
 QO1160
 QO1160.No superseded survey control is available for this station.
 QO1160
 QO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6485383530(NAD 83)
 QO1160
 QO1160_MARKER: DB = BENCH MARK DISK
 QO1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1160_SP_SET: CONCRETE POST
 QO1160_STAMPING: 2723 G 1978
 QO1160_MARK LOGO: MNDT  
 QO1160_PROJECTION: FLUSH
 QO1160_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1160+STABILITY: SURFACE MOTION
 QO1160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1160+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO1160
 QO1160  HISTORY     - Date     Condition        Report By
 QO1160  HISTORY     - 1978     MONUMENTED       MNDT
 QO1160  HISTORY     - 1979     GOOD             MNDT
 QO1160  HISTORY     - 20010331 GOOD             NGS
 QO1160  HISTORY     - 20051031 MARK NOT FOUND   USPSQD
 QO1160  HISTORY     - 20070919 GOOD             MNDT
 QO1160  HISTORY     - 20080528 GOOD             MNDT
 QO1160
 QO1160                          STATION DESCRIPTION
 QO1160
 QO1160'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1160'IN PLYMOUTH.
 QO1160'THE MARK IS 0.8 MILES SOUTH EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1160'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS 169 FT. NORTHEAST
 QO1160'OF THE NORTHEAST CORNER OF A 1 STORY WAREHOUSE CHRYSLER MOTOR CORP.
 QO1160'69 FT. WEST OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND, STA
 QO1160'1440 AND 50, 6 FT. NORTHWEST OF A POWER POLE. IT IS 1 FT. NORTHEAST OF
 QO1160'A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 180.9.
 QO1160
 QO1160                          STATION RECOVERY (2001)
 QO1160
 QO1160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO1160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO1160
 QO1160                          STATION RECOVERY (2005)
 QO1160
 QO1160'RECOVERY NOTE BY US POWER SQUADRON 2005 (REA)
 QO1160'THERE IS NO WITNESS POST OR POWER POLE IN THE LOCATIONS INDICATED.
 QO1160
 QO1160                          STATION RECOVERY (2007)
 QO1160
 QO1160'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1160'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1160'5.5 MI (8.8 KM) NORTH OF HOPKINS AND 4.7 MI (7.6 KM) EAST-SOUTHEAST OF
 QO1160'HAMEL.
 QO1160' 
 QO1160'TO REACH TO THE MARK IN PLYMOUTH, 0.8 MI (1.3 KM) SOUTHEAST OF THE
 QO1160'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK
 QO1160'HIGHWAY 55 MILE POINT 181.2, 69 FT (21.0 M) WEST OF EASTBOUND TRUNK
 QO1160'HIGHWAY 55, 169 FT (51.5 M) NORTHEAST OF THE NORTHEAST CORNER OF
 QO1160'WAREHOUSE, 6 FT (1.8 M) NORTHWEST OF POWER POLE NUMBER 5 PKL 66, 6.5
 QO1160'FT (2.0 M) SOUTHEAST OF A WITNESS POST AND UNDERGROUND CABLE BOX.
 QO1160
 QO1160                          STATION RECOVERY (2008)
 QO1160
 QO1160'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1160'THE MARK IS IN PLYMOUTH.
 QO1160' 
 QO1160'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHEAST OF THE JUNCTION OF
 QO1160'TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55 MILE
 QO1160'POINT 181.2.
 QO1160' 
 QO1160'IT IS 69 FT (21.0 M) WEST OF EASTBOUND TRUNK HIGHWAY 55, 169 FT (51.5
 QO1160'M) NORTHEAST OF THE NORTHEAST CORNER OF WAREHOUSE, 6 FT (1.8 M)
 QO1160'NORTHWEST OF POWER POLE NUMBER 5 PKL 66, 6.5 FT (2.0 M) SOUTHEAST OF A
 QO1160'WITNESS POST AND UNDERGROUND CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2297 ***********************************************************************
 DJ2297  DESIGNATION -  2723 M RESET
 DJ2297  PID         -  DJ2297
 DJ2297  STATE/COUNTY-  MN/HENNEPIN
 DJ2297  COUNTRY     -  US
 DJ2297  USGS QUAD   -  HOPKINS (1993)
 DJ2297
 DJ2297                         *CURRENT SURVEY CONTROL
 DJ2297  ______________________________________________________________________
 DJ2297* NAD 83(1986) POSITION- 44 58 59.09   (N) 093 24 12.36   (W)   HD_HELD1  
 DJ2297* NAVD 88 ORTHO HEIGHT -   272.043  (meters)     892.53  (feet) ADJUSTED  
 DJ2297  ______________________________________________________________________
 DJ2297  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DJ2297  DYNAMIC HEIGHT  -        272.039 (meters)      892.51  (feet) COMP
 DJ2297  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 DJ2297
 DJ2297  VERT ORDER      -  SECOND    CLASS I
 DJ2297
 DJ2297.The horizontal coordinates were established by differentially corrected
 DJ2297.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2297.
 DJ2297.The orthometric height was determined by differential leveling and
 DJ2297.adjusted in May 2010.
 DJ2297
 DJ2297.Photographs are available for this station.
 DJ2297
 DJ2297.The dynamic height is computed by dividing the NAVD 88
 DJ2297.geopotential number by the normal gravity value computed on the
 DJ2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2297.degrees latitude (g = 980.6199 gals.).
 DJ2297
 DJ2297.The modeled gravity was interpolated from observed gravity values.
 DJ2297
 DJ2297;                    North         East    Units  Estimated Accuracy
 DJ2297;SPC MN S     -   320,518.3     847,048.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2297
 DJ2297                          SUPERSEDED SURVEY CONTROL
 DJ2297
 DJ2297.No superseded survey control is available for this station.
 DJ2297
 DJ2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6819381150(NAD 83)
 DJ2297
 DJ2297_MARKER: DB = BENCH MARK DISK
 DJ2297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2297_SP_SET: BRIDGE ABUTMENT
 DJ2297_STAMPING: 2723 M 1978 RESET
 DJ2297_MARK LOGO: MNDT  
 DJ2297_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2297+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DJ2297
 DJ2297  HISTORY     - Date     Condition        Report By
 DJ2297  HISTORY     - UNK      MONUMENTED       MNDT
 DJ2297  HISTORY     - 1988     GOOD             MNDT
 DJ2297  HISTORY     - 19940607 GOOD             MNDT
 DJ2297  HISTORY     - 20090927 GOOD             MNDT
 DJ2297
 DJ2297                          STATION DESCRIPTION
 DJ2297
 DJ2297'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2297'THE MARK IS LOCATED IN THE CITY OF PLYMOUTH, 0.2 MILE WEST ALONG TRUNK
 DJ2297'HIGHWAY 55 FROM ITS JUNCTION WITH COUNTY ROAD 18 AND IN THE SE 1/4 OF
 DJ2297'SECTION 36, T118N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 DJ2297'STAMPED---2723 M 1978 RESET---, IS SET IN ABUTMENT, IN THE NORTHEAST
 DJ2297'CORNER OF BRIDGE NUMBER 6745 (SOUTHWEST RAMP OF THE INTERSECTION OF
 DJ2297'HIGHWAY 55 AND COUNTY ROAD 18 OVER BASSETT CREEK) AND IS AT HIGHWAY 55
 DJ2297'MILEPOINT 183.8.  NOTE--ORIGINAL 2723 M WAS USED IN 1979. RESET WAS
 DJ2297'DONE AFTERWARDS BUT ACTUAL DATE IS UNKNOWN.
 DJ2297
 DJ2297                          STATION RECOVERY (1994)
 DJ2297
 DJ2297'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2297'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2297
 DJ2297                          STATION RECOVERY (2009)
 DJ2297
 DJ2297'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DJ2297'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2039 ***********************************************************************
 PP2039  DESIGNATION -  2723 N 1
 PP2039  PID         -  PP2039
 PP2039  STATE/COUNTY-  MN/HENNEPIN
 PP2039  COUNTRY     -  US
 PP2039  USGS QUAD   -  HOPKINS (1993)
 PP2039
 PP2039                         *CURRENT SURVEY CONTROL
 PP2039  ______________________________________________________________________
 PP2039* NAD 83(1986) POSITION- 44 58 59.57   (N) 093 24 12.53   (W)   HD_HELD1  
 PP2039* NAVD 88 ORTHO HEIGHT -   272.604  (meters)     894.37  (feet) ADJUSTED  
 PP2039  ______________________________________________________________________
 PP2039  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2039  DYNAMIC HEIGHT  -        272.600 (meters)      894.36  (feet) COMP
 PP2039  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 PP2039
 PP2039  VERT ORDER      -  SECOND    CLASS I
 PP2039
 PP2039.The horizontal coordinates were established by differentially corrected
 PP2039.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2039.
 PP2039.The orthometric height was determined by differential leveling and
 PP2039.adjusted in June 1991.
 PP2039
 PP2039.Photographs are available for this station.
 PP2039
 PP2039.The dynamic height is computed by dividing the NAVD 88
 PP2039.geopotential number by the normal gravity value computed on the
 PP2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2039.degrees latitude (g = 980.6199 gals.).
 PP2039
 PP2039.The modeled gravity was interpolated from observed gravity values.
 PP2039
 PP2039;                    North         East    Units  Estimated Accuracy
 PP2039;SPC MN S     -   320,533.0     847,045.0     MT  (+/- 3 meters HH1 GPS) 
 PP2039
 PP2039                          SUPERSEDED SURVEY CONTROL
 PP2039
 PP2039.No superseded survey control is available for this station.
 PP2039
 PP2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6819081164(NAD 83)
 PP2039
 PP2039_MARKER: DB = BENCH MARK DISK
 PP2039_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2039_SP_SET: BRIDGE ABUTMENT
 PP2039_STAMPING: 2723 N 1 1978
 PP2039_MARK LOGO: MNDT  
 PP2039_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2039+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP2039
 PP2039  HISTORY     - Date     Condition        Report By
 PP2039  HISTORY     - 1978     MONUMENTED       MNDT
 PP2039  HISTORY     - 1979     GOOD             MNDT
 PP2039  HISTORY     - 1988     GOOD             MNDT
 PP2039  HISTORY     - 19940607 GOOD             MNDT
 PP2039  HISTORY     - 20070802 GOOD             MNDT
 PP2039  HISTORY     - 20090927 GOOD             MNDT
 PP2039
 PP2039                          STATION DESCRIPTION
 PP2039
 PP2039'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2039'IN PLYMOUTH.
 PP2039'THE MARK IS 0.2 MILES WEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2039'JUNCTION TRUNK HIGHWAY 55 AND CSAH 18. IT IS IN THE SOUTHEAST CORNER
 PP2039'OF BRIDGE NO. 27036 EASTBOUND TRUNK HIGHWAY 55 OVER BASSETTS CREEK.
 PP2039'AT TRUNK HIGHWAY 55 MILE MARKER 183.9.
 PP2039
 PP2039                          STATION RECOVERY (1988)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP2039'THE MARK AS DESCRIBED BY MNDT IN 1979 WAS FOUND IN GOOD CONDITION. THE
 PP2039'MARK IS LOCATED IN THE CITY OF PLYMOUTH, 0.2 MILE WEST ALONG TRUNK
 PP2039'HIGHWAY 55 FROM THE JUNCTION OF COUNTY ROAD 18 AND IN THE SE 1/4 OF
 PP2039'SECTION 36, T118N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP2039'STAMPED---2723 N 1 1978---, IS SET ABUTMENT IN THE SOUTHEAST CORNER OF
 PP2039'BRIDGE NUMBER 27036 (EASTBOUND HIGHWAY 55 OVER BASSETT CREEK) AND IS
 PP2039'AT HIGHWAY 55 MILEPOINT 183.9.
 PP2039
 PP2039                          STATION RECOVERY (1994)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP2039'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP2039
 PP2039                          STATION RECOVERY (2007)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP2039'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HAMEL, 6.9 MI
 PP2039'(11.1 KM) WEST OF MINNEAPOLIS AND 4.9 MI (7.9 KM) NORTHEAST OF
 PP2039'HOPKINS.
 PP2039' 
 PP2039'TO REACH TO THE MARK IN PLYMOUTH, 0.2 MI (0.3 KM) WEST OF THE JUNCTION
 PP2039'OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF
 PP2039'EASTBOUND TRUNK HIGHWAY 55 BRIDGE OVER BASSETT CREEK, AT TRUNK HIGHWAY
 PP2039'55 MILE POINT 183.9.
 PP2039
 PP2039                          STATION RECOVERY (2009)
 PP2039
 PP2039'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2040 ***********************************************************************
 PP2040  DESIGNATION -  2723 N 2
 PP2040  PID         -  PP2040
 PP2040  STATE/COUNTY-  MN/HENNEPIN
 PP2040  COUNTRY     -  US
 PP2040  USGS QUAD   -  HOPKINS (1993)
 PP2040
 PP2040                         *CURRENT SURVEY CONTROL
 PP2040  ______________________________________________________________________
 PP2040* NAD 83(1986) POSITION- 44 59 00.85   (N) 093 24 12.97   (W)   HD_HELD1  
 PP2040* NAVD 88 ORTHO HEIGHT -   272.715  (meters)     894.73  (feet) ADJUSTED  
 PP2040  ______________________________________________________________________
 PP2040  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2040  DYNAMIC HEIGHT  -        272.711 (meters)      894.72  (feet) COMP
 PP2040  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 PP2040
 PP2040  VERT ORDER      -  SECOND    CLASS I
 PP2040
 PP2040.The horizontal coordinates were established by differentially corrected
 PP2040.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2040.
 PP2040.The orthometric height was determined by differential leveling and
 PP2040.adjusted in May 2010.
 PP2040
 PP2040.Photographs are available for this station.
 PP2040
 PP2040.The dynamic height is computed by dividing the NAVD 88
 PP2040.geopotential number by the normal gravity value computed on the
 PP2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2040.degrees latitude (g = 980.6199 gals.).
 PP2040
 PP2040.The modeled gravity was interpolated from observed gravity values.
 PP2040
 PP2040;                    North         East    Units  Estimated Accuracy
 PP2040;SPC MN S     -   320,572.5     847,035.1     MT  (+/- 3 meters HH1 GPS) 
 PP2040
 PP2040                          SUPERSEDED SURVEY CONTROL
 PP2040
 PP2040  NAVD 88 (06/15/91)  272.709  (m)          894.71   (f) SUPERSEDED  2 1
 PP2040
 PP2040.Superseded values are not recommended for survey control.
 PP2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2040.See file dsdata.txt to determine how the superseded data were derived.
 PP2040
 PP2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6818081204(NAD 83)
 PP2040
 PP2040_MARKER: DB = BENCH MARK DISK
 PP2040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2040_SP_SET: BRIDGE ABUTMENT
 PP2040_STAMPING: 2723 N 2 1979
 PP2040_MARK LOGO: MNDT  
 PP2040_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2040+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP2040
 PP2040  HISTORY     - Date     Condition        Report By
 PP2040  HISTORY     - 1978     MONUMENTED       MNDT
 PP2040  HISTORY     - 1979     GOOD             MNDT
 PP2040  HISTORY     - 1988     GOOD             MNDT
 PP2040  HISTORY     - 19940607 POOR             MNDT
 PP2040  HISTORY     - 20070802 GOOD             MNDT
 PP2040  HISTORY     - 20090927 GOOD             MNDT
 PP2040
 PP2040                          STATION DESCRIPTION
 PP2040
 PP2040'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2040'IN PLYMOUTH.
 PP2040'THE MARK IS 0.2 MILES WEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2040'JUNCTION TRUNK HIGHWAY 55 AND CSAH 18. IT IS IN THE NORTHEAST CORNER
 PP2040'OF BRIDGE NO. 27035 TRUNK HIGHWAY 55 WESTBOUND OVER BASSETTS CREEK.
 PP2040'IT IS AT TRUNK HIGHWAY 55 MILE MARKER 183.9.
 PP2040
 PP2040                          STATION RECOVERY (1988)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP2040'THE MARK AS DESCRIBED BY MNDT IN 1979 WAS FOUND IN GOOD CONDITION. THE
 PP2040'MARK IS LOCATED IN THE CITY OF PLYMOUTH, 0.2 MILE WEST ALONG TRUNK
 PP2040'HIGHWAY 55 FROM THE JUNCTION OF COUNTY ROAD 18 AND IN THE SE 1/4 OF
 PP2040'SECTION 36, T118N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP2040'STAMPED---2723 N 2 1978---, IS SET IN ABUTMENT IN THE NORTHEAST CORNER
 PP2040'OF BRIDGE NUMBER 27035 (EASTBOUND HIGHWAY 55 OVER BASSETT CREEK) AND
 PP2040'IS AT HIGHWAY 55 MILEPOINT 183.9.
 PP2040
 PP2040                          STATION RECOVERY (1994)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP2040'THE MARK WAS RECOVERED IN POOR CONDITION.  THE DISK IS LOOSE AND
 PP2040'SHOULD BE USED WITH CAUTION.
 PP2040' 
 PP2040'THE MARK IS LOCATED ABOUT 7.2 MI (11.5 KM) EAST-SOUTHEAST OF HAMEL,
 PP2040'6.9 MI (11.0 KM) WEST OF MINNEAPOLIS AND 5.0 MI (8.0 KM) NORTHEAST OF
 PP2040'HOPKINS IN THE TOWN OF PLYMOUTH IN THE SOUTHEAST 1/4 OF SECTION 36,
 PP2040'T118N, R22W.
 PP2040' 
 PP2040'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 PP2040'HIGHWAY 169, GO WEST ALONG TRUNK HIGHWAY 55 FOR 0.2 MI (0.3 KM) TO TH
 PP2040'55 MILEPOST 183.9 AND THE MARK ON THE RIGHT.  THE MARK IS SET IN THE
 PP2040'ABUTMENT OF THE NORTHEAST CORNER OF WEST BOUND TH 55 BRIDGE NUMBER
 PP2040'6745 OVER BASSETT CREEK.
 PP2040
 PP2040                          STATION RECOVERY (2007)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP2040'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-SOUTHEAST OF HAMEL,
 PP2040'6.9 MI (11.1 KM) WEST OF MINNEAPOLIS AND 5.0 MI (8.0 KM) NORTHEAST OF
 PP2040'HOPKINS.
 PP2040' 
 PP2040'TO REACH TO THE MARK IN PLYMOUTH, 0.2 MI (0.3 KM) WEST OF THE JUNCTION
 PP2040'OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 169, IN NORTHEAST CORNER OF
 PP2040'WESTBOUND TRUNK HIGHWAY 55 BRIDGE OVER BASSETT CREEK, AT TRUNK HIGHWAY
 PP2040'55 MILE POINT 183.9.
 PP2040
 PP2040                          STATION RECOVERY (2009)
 PP2040
 PP2040'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2041 ***********************************************************************
 PP2041  DESIGNATION -  2723 P
 PP2041  PID         -  PP2041
 PP2041  STATE/COUNTY-  MN/HENNEPIN
 PP2041  COUNTRY     -  US
 PP2041  USGS QUAD   -  HOPKINS (1993)
 PP2041
 PP2041                         *CURRENT SURVEY CONTROL
 PP2041  ______________________________________________________________________
 PP2041* NAD 83(1986) POSITION- 44 58 57.     (N) 093 24 01.     (W)   SCALED    
 PP2041* NAVD 88 ORTHO HEIGHT -   279.378  (meters)     916.59  (feet) ADJUSTED  
 PP2041  ______________________________________________________________________
 PP2041  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2041  DYNAMIC HEIGHT  -        279.374 (meters)      916.58  (feet) COMP
 PP2041  MODELED GRAVITY -    980,594.5   (mgal)                       NAVD 88
 PP2041
 PP2041  VERT ORDER      -  SECOND    CLASS I
 PP2041
 PP2041.The horizontal coordinates were scaled from a topographic map and have
 PP2041.an estimated accuracy of +/- 6 seconds.
 PP2041.
 PP2041.The orthometric height was determined by differential leveling and
 PP2041.adjusted in June 1991.
 PP2041
 PP2041.Photographs are available for this station.
 PP2041
 PP2041.The dynamic height is computed by dividing the NAVD 88
 PP2041.geopotential number by the normal gravity value computed on the
 PP2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2041.degrees latitude (g = 980.6199 gals.).
 PP2041
 PP2041.The modeled gravity was interpolated from observed gravity values.
 PP2041
 PP2041;                    North         East    Units  Estimated Accuracy
 PP2041;SPC MN S     -   320,460.      847,300.      MT  (+/- 180 meters Scaled)
 PP2041
 PP2041                          SUPERSEDED SURVEY CONTROL
 PP2041
 PP2041.No superseded survey control is available for this station.
 PP2041
 PP2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK684810(NAD 83)
 PP2041
 PP2041_MARKER: DB = BENCH MARK DISK
 PP2041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2041_SP_SET: BRIDGE ABUTMENT
 PP2041_STAMPING: 2723 P 1978
 PP2041_MARK LOGO: MNDT  
 PP2041_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2041+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1994
 PP2041
 PP2041  HISTORY     - Date     Condition        Report By
 PP2041  HISTORY     - 1978     MONUMENTED       MNDT
 PP2041  HISTORY     - 1979     GOOD             MNDT
 PP2041  HISTORY     - 1988     GOOD             MNDT
 PP2041  HISTORY     - 19940901 GOOD             MNDT
 PP2041  HISTORY     - 20070802 GOOD             MNDT
 PP2041
 PP2041                          STATION DESCRIPTION
 PP2041
 PP2041'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2041'IN GOLDEN VALLEY.
 PP2041'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS A
 PP2041'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27014, CSAH 18
 PP2041'OVER TRUNK HIGHWAY 55 AT TRUNK HIGHWAY 55 MILE MARKER 184.1.
 PP2041
 PP2041                          STATION RECOVERY (1988)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP2041'THE MARK AS DESCRIBED BY MNDT IN 1979 WAS FOUND IN GOOD CONDITION.
 PP2041'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY AT THE JUNCTION OF
 PP2041'TRUNK HIGHWAY 55 AND COUNTY ROAD 18 AND IN THE SW 1/4 OF SECTION 31,
 PP2041'T118N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2723
 PP2041'P 1978---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27014
 PP2041'(COUNTY ROAD 18 OVER TRUNK HIGHWAY 55) AND IS AT HIGHWAY 55 MILEPOINT
 PP2041'184.1.
 PP2041
 PP2041                          STATION RECOVERY (1994)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP2041'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP2041
 PP2041                          STATION RECOVERY (2007)
 PP2041
 PP2041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP2041'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF HAMEL,
 PP2041'6.7 MI (10.8 KM) WEST OF MINNEAPOLIS AND 5.0 MI (8.0 KM) NORTHEAST OF
 PP2041'HOPKINS.
 PP2041' 
 PP2041'TO REACH TO THE MARK IN GOLDEN VALLEY, AT THE JUNCTION OF TRUNK
 PP2041'HIGHWAY 55 AND TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 PP2041'169 BRIDGE 27014 OVER TRUNK HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT
 PP2041'184.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2042 ***********************************************************************
 PP2042  DESIGNATION -  2723 Q
 PP2042  PID         -  PP2042
 PP2042  STATE/COUNTY-  MN/HENNEPIN
 PP2042  COUNTRY     -  US
 PP2042  USGS QUAD   -  HOPKINS (1993)
 PP2042
 PP2042                         *CURRENT SURVEY CONTROL
 PP2042  ______________________________________________________________________
 PP2042* NAD 83(1986) POSITION- 44 59 06.37   (N) 093 23 17.39   (W)   HD_HELD1  
 PP2042* NAVD 88 ORTHO HEIGHT -   271.626  (meters)     891.16  (feet) ADJUSTED  
 PP2042  ______________________________________________________________________
 PP2042  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 PP2042  DYNAMIC HEIGHT  -        271.622 (meters)      891.15  (feet) COMP
 PP2042  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 PP2042
 PP2042  VERT ORDER      -  SECOND    CLASS I
 PP2042
 PP2042.The horizontal coordinates were established by differentially corrected
 PP2042.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2042.
 PP2042.The orthometric height was determined by differential leveling and
 PP2042.adjusted in June 1991.
 PP2042
 PP2042.Photographs are available for this station.
 PP2042
 PP2042.The dynamic height is computed by dividing the NAVD 88
 PP2042.geopotential number by the normal gravity value computed on the
 PP2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2042.degrees latitude (g = 980.6199 gals.).
 PP2042
 PP2042.The modeled gravity was interpolated from observed gravity values.
 PP2042
 PP2042;                    North         East    Units  Estimated Accuracy
 PP2042;SPC MN S     -   320,751.9     848,251.3     MT  (+/- 3 meters HH1 GPS) 
 PP2042
 PP2042                          SUPERSEDED SURVEY CONTROL
 PP2042
 PP2042.No superseded survey control is available for this station.
 PP2042
 PP2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6939881368(NAD 83)
 PP2042
 PP2042_MARKER: DB = BENCH MARK DISK
 PP2042_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP2042_SP_SET: BRIDGE WALKWAY
 PP2042_STAMPING: 2723 Q 1971 RESET 1979
 PP2042_MARK LOGO: MNDT  
 PP2042_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2042+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP2042
 PP2042  HISTORY     - Date     Condition        Report By
 PP2042  HISTORY     - 1978     MONUMENTED       MNDT
 PP2042  HISTORY     - 1979     GOOD             MNDT
 PP2042  HISTORY     - 20020924 GOOD             INDIV
 PP2042  HISTORY     - 20070912 GOOD             MNDT
 PP2042  HISTORY     - 20090927 GOOD             MNDT
 PP2042
 PP2042                          STATION DESCRIPTION
 PP2042
 PP2042'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2042'IN GOLDEN VALLEY.
 PP2042'THE MARK IS 0.6 MILES EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2042'JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS IN THE NORTHEAST
 PP2042'CORNER OF BRIDGE NO. 6863, THE NORTH FRONTAGE ROAD OF TRUNK HIGHWAY
 PP2042'55 OVER BASSETTS CREEK, ABOUT 600 FT. EAST OF BOONE AVE.
 PP2042
 PP2042                          STATION RECOVERY (2002)
 PP2042
 PP2042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 PP2042'RECOVERED IN GOOD CONDITION.
 PP2042
 PP2042                          STATION RECOVERY (2007)
 PP2042
 PP2042'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2042'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF HAMEL,
 PP2042'6.1 MI (9.8 KM) WEST OF MINNEAPOLIS AND 5.5 MI (8.8 KM) NORTHEAST OF
 PP2042'HOPKINS.
 PP2042' 
 PP2042'TO REACH TO THE MARK IN GOLDEN VALLEY, 0.6 MI (1.0 KM) EAST OF THE
 PP2042'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, IN NORTHEAST CORNER
 PP2042'OF OLD TRUNK HIGHWAY 55 NORTH FRONTAGE ROAD BRIDGE 6863 OVER BASSETT
 PP2042'CREEK (BRIDGE IS IN PLACE WITHOUT ROAD), 600 FT (182.9 M) EAST OF
 PP2042'BOONE AVENUE.
 PP2042
 PP2042                          STATION RECOVERY (2009)
 PP2042
 PP2042'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2042'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2043 ***********************************************************************
 PP2043  DESIGNATION -  2723 R
 PP2043  PID         -  PP2043
 PP2043  STATE/COUNTY-  MN/HENNEPIN
 PP2043  COUNTRY     -  US
 PP2043  USGS QUAD   -  HOPKINS (1993)
 PP2043
 PP2043                         *CURRENT SURVEY CONTROL
 PP2043  ______________________________________________________________________
 PP2043* NAD 83(1986) POSITION- 44 59 04.83   (N) 093 23 16.47   (W)   HD_HELD1  
 PP2043* NAVD 88 ORTHO HEIGHT -   271.142  (meters)     889.57  (feet) ADJUSTED  
 PP2043  ______________________________________________________________________
 PP2043  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 PP2043  DYNAMIC HEIGHT  -        271.138 (meters)      889.56  (feet) COMP
 PP2043  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 PP2043
 PP2043  VERT ORDER      -  SECOND    CLASS I
 PP2043
 PP2043.The horizontal coordinates were established by differentially corrected
 PP2043.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2043.
 PP2043.The orthometric height was determined by differential leveling and
 PP2043.adjusted in June 2011.
 PP2043
 PP2043.Photographs are available for this station.
 PP2043
 PP2043.The dynamic height is computed by dividing the NAVD 88
 PP2043.geopotential number by the normal gravity value computed on the
 PP2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2043.degrees latitude (g = 980.6199 gals.).
 PP2043
 PP2043.The modeled gravity was interpolated from observed gravity values.
 PP2043
 PP2043;                    North         East    Units  Estimated Accuracy
 PP2043;SPC MN S     -   320,704.5     848,271.9     MT  (+/- 3 meters HH1 GPS) 
 PP2043
 PP2043                          SUPERSEDED SURVEY CONTROL
 PP2043
 PP2043  NAVD 88 (06/15/91)  271.137  (m)          889.56   (f) SUPERSEDED  2 1
 PP2043
 PP2043.Superseded values are not recommended for survey control.
 PP2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2043.See file dsdata.txt to determine how the superseded data were derived.
 PP2043
 PP2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6941881321(NAD 83)
 PP2043
 PP2043_MARKER: DB = BENCH MARK DISK
 PP2043_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2043_SP_SET: BRIDGE ABUTMENT
 PP2043_STAMPING: 2723 R 1979 1929 ADJ
 PP2043_MARK LOGO: MNDT  
 PP2043_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2043+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP2043
 PP2043  HISTORY     - Date     Condition        Report By
 PP2043  HISTORY     - 1978     MONUMENTED       MNDT
 PP2043  HISTORY     - 1979     GOOD             MNDT
 PP2043  HISTORY     - 1987     GOOD             USPSQD
 PP2043  HISTORY     - 20020924 GOOD             INDIV
 PP2043  HISTORY     - 20070912 GOOD             MNDT
 PP2043  HISTORY     - 20090927 GOOD             MNDT
 PP2043
 PP2043                          STATION DESCRIPTION
 PP2043
 PP2043'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2043'IN GOLDEN VALLEY.
 PP2043'THE MARK IS 0.6 MILES EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2043'JUNCTION OF CSAH 18 AND TRUNK HIGHWAY 55. IT IS IN THE SOUTHEAST
 PP2043'CORNER OF BRIDGE NO. 6732, EASTBOUND TRUNK HIGHWAY 55 OVER BASSETS
 PP2043'CREEK. ABOUT 600 FT. EAST OF BOONE AVE. AT TRUNK HIGHWAY 55 MILE
 PP2043'MARKER 184.7.
 PP2043
 PP2043                          STATION RECOVERY (1987)
 PP2043
 PP2043'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP2043'RECOVERED IN GOOD CONDITION.
 PP2043
 PP2043                          STATION RECOVERY (2002)
 PP2043
 PP2043'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 PP2043'RECOVERED IN GOOD CONDITION.
 PP2043
 PP2043                          STATION RECOVERY (2007)
 PP2043
 PP2043'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2043'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF HAMEL,
 PP2043'6.1 MI (9.8 KM) WEST OF MINNEAPOLIS AND 5.5 MI (8.8 KM) NORTHEAST OF
 PP2043'HOPKINS.
 PP2043' 
 PP2043'TO REACH TO THE MARK IN GOLDEN VALLEY, 0.6 MI (1.0 KM) EAST OF THE
 PP2043'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, IN SOUTHEAST CORNER
 PP2043'OF EASTBOUND TRUNK HIGHWAY 55 BRIDGE 6732 OVER BASSETT CREEK, 600 FT
 PP2043'(182.9 M) EAST OF BOONE AVENUE, AT TRUNK HIGHWAY 55 MILE POINT 184.7.
 PP2043
 PP2043                          STATION RECOVERY (2009)
 PP2043
 PP2043'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PP2043'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1195 ***********************************************************************
 QO1195  DESIGNATION -  2723 S
 QO1195  PID         -  QO1195
 QO1195  STATE/COUNTY-  MN/HENNEPIN
 QO1195  COUNTRY     -  US
 QO1195  USGS QUAD   -  HAMEL (1993)
 QO1195
 QO1195                         *CURRENT SURVEY CONTROL
 QO1195  ______________________________________________________________________
 QO1195* NAD 83(2007) POSITION- 45 01 50.75348(N) 093 30 21.96493(W)   ADJUSTED  
 QO1195* NAD 83(2007) ELLIP HT-   283.768 (meters)        (10/05/09)   ADJUSTED
 QO1195* NAD 83(2007) EPOCH   -  2002.00
 QO1195* NAVD 88 ORTHO HEIGHT -   310.937  (meters)    1020.13  (feet) ADJUSTED  
 QO1195  ______________________________________________________________________
 QO1195  NAD 83(2007) X  -   -276,136.879 (meters)                     COMP
 QO1195  NAD 83(2007) Y  - -4,506,921.744 (meters)                     COMP
 QO1195  NAD 83(2007) Z  -  4,489,966.093 (meters)                     COMP
 QO1195  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC09
 QO1195  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 QO1195  DYNAMIC HEIGHT  -        310.928 (meters)     1020.10  (feet) COMP
 QO1195  MODELED GRAVITY -    980,578.4   (mgal)                       NAVD 88
 QO1195
 QO1195  HORZ ORDER      -  FIRST
 QO1195  VERT ORDER      -  SECOND    CLASS I
 QO1195  ELLP ORDER      -  THIRD     CLASS II
 QO1195
 QO1195.The horizontal coordinates were established by GPS observations
 QO1195.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QO1195
 QO1195.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1195.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1195
 QO1195.The horizontal coordinates are valid at the epoch date displayed above
 QO1195.which is a decimal equivalence of Year/Month/Day.
 QO1195
 QO1195.The orthometric height was determined by differential leveling and
 QO1195.adjusted in June 1991.
 QO1195
 QO1195.Photographs are available for this station.
 QO1195
 QO1195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1195
 QO1195.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1195
 QO1195.The ellipsoidal height was determined by GPS observations
 QO1195.and is referenced to NAD 83.
 QO1195
 QO1195.The dynamic height is computed by dividing the NAVD 88
 QO1195.geopotential number by the normal gravity value computed on the
 QO1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1195.degrees latitude (g = 980.6199 gals.).
 QO1195
 QO1195.The modeled gravity was interpolated from observed gravity values.
 QO1195
 QO1195. The following values were computed from the NAD 83(2007) position.
 QO1195
 QO1195;                    North         East     Units Scale Factor Converg.
 QO1195;SPC MN S     -   325,763.188   838,919.887   MT  0.99996469   +0 20 46.3
 QO1195;SPC MN S     - 1,068,774.73  2,752,356.33   sFT  0.99996469   +0 20 46.3
 QO1195;UTM  15      - 4,986,492.568   460,132.822   MT  0.99961954   -0 21 29.0
 QO1195
 QO1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1195!SPC MN S     -   0.99995551  x   0.99996469  =   0.99992020
 QO1195!UTM  15      -   0.99995551  x   0.99961954  =   0.99957507
 QO1195
 QO1195                          SUPERSEDED SURVEY CONTROL
 QO1195
 QO1195  NAVD 88 (10/05/09)  310.94   (m)         1020.1    (f) LEVELING    3  
 QO1195
 QO1195.Superseded values are not recommended for survey control.
 QO1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1195.See file dsdata.txt to determine how the superseded data were derived.
 QO1195
 QO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6013286492(NAD 83)
 QO1195
 QO1195_MARKER: DV = VERTICAL CONTROL DISK
 QO1195_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1195+WITH SETTING: INFORMATION.
 QO1195_SP_SET: METAL ROD WITH BASE PLATE
 QO1195_STAMPING: 2723 S 1977
 QO1195_MARK LOGO: MNHD  
 QO1195_PROJECTION: FLUSH
 QO1195_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1195+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 QO1195_ROD/PIPE-DEPTH:  2.4 meters
 QO1195
 QO1195  HISTORY     - Date     Condition        Report By
 QO1195  HISTORY     - 1977     MONUMENTED       MNHD
 QO1195  HISTORY     - 1978     GOOD             MNDT
 QO1195  HISTORY     - 19910901 GOOD             USPSQD
 QO1195  HISTORY     - 20041118 GOOD             USPSQD
 QO1195  HISTORY     - 20060712 GOOD             MNDT
 QO1195  HISTORY     - 20070813 GOOD             MNDT
 QO1195
 QO1195                          STATION DESCRIPTION
 QO1195
 QO1195'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1195'1.6 MI SE FROM HAMEL.
 QO1195'THE MARK IS 1.1 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1195'BRIDGE NUMBER 5847, THE SOO LINE RAILROAD OVER TRUNK HIGHWAY 55 IN
 QO1195'HAMEL. IT IS 72 FT. SOUTHWEST OF THE CENTERLINE OF EASTBOUND TRUNK
 QO1195'HIGHWAY 55, 0.1 MILE SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 101
 QO1195'EAST JUNCTION WITH TRUNK HIGHWAY 55, 164 FT. NORTH OF THE NORTHEAST
 QO1195'CORNER OF A FRAME GARAGE, 154 FT. NORTHEAST OF THE NORTHEAST CORNER
 QO1195'OF A ONE STORY BLOCK COMMERCIAL BUILDING. IT IS 1.0 FT. NORTHEAST OF
 QO1195'A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER 177.7, 3.5 FT.
 QO1195'ABOVE THE LEVEL OF TRUNK HIGHWAY 55.
 QO1195
 QO1195                          STATION RECOVERY (1991)
 QO1195
 QO1195'RECOVERY NOTE BY US POWER SQUADRON 1991 (PAA)
 QO1195'RECOVERED IN GOOD CONDITION.
 QO1195
 QO1195                          STATION RECOVERY (2004)
 QO1195
 QO1195'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1195'RECOVERED IN GOOD CONDITION.
 QO1195
 QO1195                          STATION RECOVERY (2006)
 QO1195
 QO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1195'1.6 MILES SOUTHEAST FROM HAMEL, 1.1 MILES SOUTHEAST OF TRUNK HIGHWAY
 QO1195'55 BRIDGE 5847 AT RAILROAD IN HAMEL, AT TRUNK HIGHWAY 55 MILEPOINT
 QO1195'177.7, 72 FEET SOUTH OF EASTBOUND TRUNK HIGHWAY 55, 0.1 MILES
 QO1195'SOUTHEAST OF EAST JUNCTION OF TRUNK HIGHWAY 101, 154 FEET NORTHEAST OF
 QO1195'NORTHEAST CORNER OF CVS PHARMACY, 0.5 FEET NORTH OF WITNESS POST.
 QO1195
 QO1195                          STATION RECOVERY (2007)
 QO1195
 QO1195'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1195'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF OSSEO, 7.6 MI
 QO1195'(12.2 KM) NORTH-NORTHWEST OF HOPKINS AND 1.2 MI (1.9 KM) SOUTHEAST OF
 QO1195'HAMEL.
 QO1195' 
 QO1195'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) SOUTHEAST FROM HAMEL, 1.1 MI
 QO1195'(1.8 KM) SOUTHEAST OF TRUNK HIGHWAY 55 BRIDGE 5847 AT RAILROAD IN
 QO1195'HAMEL, AT TRUNK HIGHWAY 55 MILE POINT 177.7, 72 FT (21.9 M) SOUTH OF
 QO1195'EASTBOUND TRUNK HIGHWAY 55, 0.1 MI (0.2 KM) SOUTHEAST OF EAST JUNCTION
 QO1195'OF TRUNK HIGHWAY 101, 154 FT (46.9 M) NORTHEAST OF THE NORTHEAST
 QO1195'CORNER OF CVS PHARMACY, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1198 ***********************************************************************
 QO1198  DESIGNATION -  2723 U
 QO1198  PID         -  QO1198
 QO1198  STATE/COUNTY-  MN/HENNEPIN
 QO1198  COUNTRY     -  US
 QO1198  USGS QUAD   -  OSSEO (1993)
 QO1198
 QO1198                         *CURRENT SURVEY CONTROL
 QO1198  ______________________________________________________________________
 QO1198* NAD 83(1986) POSITION- 45 01 05.91   (N) 093 28 52.25   (W)   HD_HELD1  
 QO1198* NAVD 88 ORTHO HEIGHT -   306.484  (meters)    1005.52  (feet) ADJUSTED  
 QO1198  ______________________________________________________________________
 QO1198  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 QO1198  DYNAMIC HEIGHT  -        306.478 (meters)     1005.50  (feet) COMP
 QO1198  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 QO1198
 QO1198  VERT ORDER      -  SECOND    CLASS I
 QO1198
 QO1198.The horizontal coordinates were established by differentially corrected
 QO1198.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1198.
 QO1198.The orthometric height was determined by differential leveling and
 QO1198.adjusted in June 1991.
 QO1198
 QO1198.Photographs are available for this station.
 QO1198
 QO1198.The dynamic height is computed by dividing the NAVD 88
 QO1198.geopotential number by the normal gravity value computed on the
 QO1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1198.degrees latitude (g = 980.6199 gals.).
 QO1198
 QO1198.The modeled gravity was interpolated from observed gravity values.
 QO1198
 QO1198;                    North         East    Units  Estimated Accuracy
 QO1198;SPC MN S     -   324,391.1     840,892.4     MT  (+/- 3 meters HH1 GPS) 
 QO1198
 QO1198                          SUPERSEDED SURVEY CONTROL
 QO1198
 QO1198.No superseded survey control is available for this station.
 QO1198
 QO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6208785096(NAD 83)
 QO1198
 QO1198_MARKER: DV = VERTICAL CONTROL DISK
 QO1198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1198+WITH SETTING: INFORMATION.
 QO1198_SP_SET: METAL ROD WITH BASE PLATE
 QO1198_STAMPING: 2723 U 1977
 QO1198_MARK LOGO: MNDT  
 QO1198_PROJECTION: RECESSED 8 CENTIMETERS
 QO1198_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1198+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 QO1198_ROD/PIPE-DEPTH:  2.4 meters
 QO1198
 QO1198  HISTORY     - Date     Condition        Report By
 QO1198  HISTORY     - 1977     MONUMENTED       MNDT
 QO1198  HISTORY     - 1978     GOOD             MNDT
 QO1198  HISTORY     - 20041011 GOOD             USPSQD
 QO1198  HISTORY     - 20060408 GOOD             USPSQD
 QO1198  HISTORY     - 20070813 GOOD             MNDT
 QO1198
 QO1198                          STATION DESCRIPTION
 QO1198
 QO1198'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1198'2.6 MI SE FROM HAMEL.
 QO1198'THE MARK IS 1.4 MILES MEASURED ALONG TRUNK HIGHWAY 55 FROM THE
 QO1198'NORTHWEST END OF BRIDGE NUMBER 9897, TRUNK HIGHWAY 55 WESTBOUND OVER
 QO1198'F.A.I. 494. IT IS 67 FT. SOUTHWEST OF THE CENTERLINE OF EASTBOUND
 QO1198'TRUNK HIGHWAY 55, 154 FT. SOUTHEAST OF THE CENTERLINE OF VICKSBURG
 QO1198'LANE, 71 FT. NORTHEAST OF THE NORTHWEST CORNER OF A ONE STORY CONCRETE
 QO1198'BLOCK BUILDING, 6 FT. NORTH OF A TELEPHONE POWER POLE. IT IS 1.0 FT.
 QO1198'NORTHEAST OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1198'179.2, 1.5 FT. BELOW THE LEVEL OF TRUNK HIGHWAY 55.
 QO1198
 QO1198                          STATION RECOVERY (2004)
 QO1198
 QO1198'RECOVERY NOTE BY US POWER SQUADRON 2004 (REA)
 QO1198'RECOVERED IN GOOD CONDITION.
 QO1198
 QO1198                          STATION RECOVERY (2006)
 QO1198
 QO1198'RECOVERY NOTE BY US POWER SQUADRON 2006 (RCS)
 QO1198'RECOVERED IN GOOD CONDITION.
 QO1198
 QO1198                          STATION RECOVERY (2007)
 QO1198
 QO1198'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1198'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1198'6.5 MI (10.5 KM) NORTH OF HOPKINS AND 2.7 MI (4.3 KM) SOUTHEAST OF
 QO1198'HAMEL.
 QO1198' 
 QO1198'TO REACH TO THE MARK GO 2.6 MI (4.2 KM) SOUTHEAST OF HAMEL, 1.4 MI
 QO1198'(2.3 KM) NORTHWEST OF NORTHWEST END OF WEST-BOUND TRUNK HIGHWAY 55
 QO1198'BRIDGE 9897 OVER INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55 MILE
 QO1198'POINT 179.2, 67 FT (20.4 M) SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55,
 QO1198'154 FT (46.9 M) SOUTHEAST OF VICKSBURG LANE, 71 FT (21.6 M) NORTHEAST
 QO1198'OF THE NORTHWEST CORNER OF CIRCUIT SCIENCE BUILDING NUMBER 15831, 6 FT
 QO1198'(1.8 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 QO1198'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1159 ***********************************************************************
 QO1159  DESIGNATION -  2723 W
 QO1159  PID         -  QO1159
 QO1159  STATE/COUNTY-  MN/HENNEPIN
 QO1159  COUNTRY     -  US
 QO1159  USGS QUAD   -  OSSEO (1993)
 QO1159
 QO1159                         *CURRENT SURVEY CONTROL
 QO1159  ______________________________________________________________________
 QO1159* NAD 83(2007) POSITION- 45 00 31.08404(N) 093 27 09.33465(W)   ADJUSTED  
 QO1159* NAD 83(2007) ELLIP HT-   263.513 (meters)        (09/23/09)   ADJUSTED
 QO1159* NAD 83(2007) EPOCH   -  2002.00
 QO1159* NAVD 88 ORTHO HEIGHT -   290.546  (meters)     953.23  (feet) ADJUSTED  
 QO1159  ______________________________________________________________________
 QO1159  NAD 83(2007) X  -   -272,031.663 (meters)                     COMP
 QO1159  NAD 83(2007) Y  - -4,508,899.943 (meters)                     COMP
 QO1159  NAD 83(2007) Z  -  4,488,213.231 (meters)                     COMP
 QO1159  LAPLACE CORR    -          0.71  (seconds)                    DEFLEC09
 QO1159  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 QO1159  DYNAMIC HEIGHT  -        290.541 (meters)      953.22  (feet) COMP
 QO1159  MODELED GRAVITY -    980,591.8   (mgal)                       NAVD 88
 QO1159
 QO1159  HORZ ORDER      -  FIRST
 QO1159  VERT ORDER      -  SECOND    CLASS I
 QO1159  ELLP ORDER      -  THIRD     CLASS I
 QO1159
 QO1159.The horizontal coordinates were established by GPS observations
 QO1159.and adjusted by the MN DEPT OF TRANSP in September 2009.
 QO1159
 QO1159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1159.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1159
 QO1159.The horizontal coordinates are valid at the epoch date displayed above
 QO1159.which is a decimal equivalence of Year/Month/Day.
 QO1159
 QO1159.The orthometric height was determined by differential leveling and
 QO1159.adjusted in June 1991.
 QO1159
 QO1159.Photographs are available for this station.
 QO1159
 QO1159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1159
 QO1159.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1159
 QO1159.The ellipsoidal height was determined by GPS observations
 QO1159.and is referenced to NAD 83.
 QO1159
 QO1159.The dynamic height is computed by dividing the NAVD 88
 QO1159.geopotential number by the normal gravity value computed on the
 QO1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1159.degrees latitude (g = 980.6199 gals.).
 QO1159
 QO1159.The modeled gravity was interpolated from observed gravity values.
 QO1159
 QO1159. The following values were computed from the NAD 83(2007) position.
 QO1159
 QO1159;                    North         East     Units Scale Factor Converg.
 QO1159;SPC MN S     -   323,330.792   843,152.832   MT  0.99996119   +0 23 01.3
 QO1159;SPC MN S     - 1,060,794.44  2,766,243.92   sFT  0.99996119   +0 23 01.3
 QO1159;UTM  15      - 4,984,009.203   464,334.109   MT  0.99961564   -0 19 12.3
 QO1159
 QO1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1159!SPC MN S     -   0.99995869  x   0.99996119  =   0.99991988
 QO1159!UTM  15      -   0.99995869  x   0.99961564  =   0.99957434
 QO1159
 QO1159:                Primary Azimuth Mark                     Grid Az
 QO1159:SPC MN S     -  2723 X                                   140 08 20.2
 QO1159:UTM  15      -  2723 X                                   140 50 33.8
 QO1159
 QO1159|---------------------------------------------------------------------|
 QO1159| PID    Reference Object                     Distance      Geod. Az  |
 QO1159|                                                           dddmmss.s |
 QO1159| QO1161 2723 X                              APPROX. 1.2 KM 1403121.5 |
 QO1159|---------------------------------------------------------------------|
 QO1159
 QO1159                          SUPERSEDED SURVEY CONTROL
 QO1159
 QO1159  NAVD 88 (09/23/09)  290.53   (m)          953.2    (f) LEVELING    3  
 QO1159
 QO1159.Superseded values are not recommended for survey control.
 QO1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1159.See file dsdata.txt to determine how the superseded data were derived.
 QO1159
 QO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6433484009(NAD 83)
 QO1159
 QO1159_MARKER: DV = VERTICAL CONTROL DISK
 QO1159_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1159+WITH SETTING: INFORMATION.
 QO1159_SP_SET: METAL ROD WITH BASE PLATE
 QO1159_STAMPING: 2723 W 1978
 QO1159_MARK LOGO: MNHD  
 QO1159_PROJECTION: FLUSH
 QO1159_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1159+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO1159_ROD/PIPE-DEPTH:  2.4 meters
 QO1159
 QO1159  HISTORY     - Date     Condition        Report By
 QO1159  HISTORY     - 1978     MONUMENTED       MNHD
 QO1159  HISTORY     - 1979     GOOD             MNDT
 QO1159  HISTORY     - 20010331 GOOD             NGS
 QO1159  HISTORY     - 20061010 GOOD             MNDT
 QO1159  HISTORY     - 20070919 GOOD             MNDT
 QO1159  HISTORY     - 20080528 GOOD             MNDT
 QO1159
 QO1159                          STATION DESCRIPTION
 QO1159
 QO1159'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1159'IN PLYMOUTH.
 QO1159'THE MARK IS 0.3 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1159'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS 0.1 MILE WEST OF
 QO1159'XENIUM LANE, 81 FT. SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 55
 QO1159'EASTBOUND, STA. 1416 AND 30 64 FT. SOUTHEAST OF A POWER POLE, 24 FT.
 QO1159'NORTHEAST OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD. IT IS 1.0 FT.
 QO1159'NORTHEAST OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 QO1159'180.4
 QO1159
 QO1159                          STATION RECOVERY (2001)
 QO1159
 QO1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO1159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO1159
 QO1159                          STATION RECOVERY (2006)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 QO1159'IN PLYMOUTH, 0.3 MILE SOUTHEAST ON TRUNK HIGHWAY 55 FROM JUNCTION OF
 QO1159'TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 55
 QO1159'MILEPOINT 180.4, 64.0 FEET SOUTHEAST OF POWER POLE, 0.1 MILE WEST OF
 QO1159'XENIUM LANE, 81.0 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 55, 24.0
 QO1159'FEET NORTHEAST OF YVCCA LANE, 4.0 FEET SOUTHWEST OF WITNESS POST.
 QO1159
 QO1159                          STATION RECOVERY (2007)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1159'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1159'5.8 MI (9.3 KM) NORTH OF HOPKINS AND 4.2 MI (6.8 KM) EAST-SOUTHEAST OF
 QO1159'HAMEL.
 QO1159' 
 QO1159'TO REACH TO THE MARK IN PLYMOUTH, 0.3 MI (0.5 KM) SOUTHEAST OF THE
 QO1159'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, 0.1 MI (0.2
 QO1159'KM) WEST OF XENIUM LANE, 81 FT (24.7 M) SOUTHWEST OF EASTBOUND TRUNK
 QO1159'HIGHWAY 55, AT TRUNK HIGHWAY 55 MILE POINT 180.4, 64 FT (19.5 M)
 QO1159'SOUTHEAST OF POWER POLE, 24 FT (7.3 M) NORTHEAST OF SOUTH FRONTAGE
 QO1159'ROAD, 4.0 FT (1.2 M) SOUTHWEST OF A WITNESS POST.
 QO1159
 QO1159                          STATION RECOVERY (2008)
 QO1159
 QO1159'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1159'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1161 ***********************************************************************
 QO1161  DESIGNATION -  2723 X
 QO1161  PID         -  QO1161
 QO1161  STATE/COUNTY-  MN/HENNEPIN
 QO1161  COUNTRY     -  US
 QO1161  USGS QUAD   -  OSSEO (1993)
 QO1161
 QO1161                         *CURRENT SURVEY CONTROL
 QO1161  ______________________________________________________________________
 QO1161* NAD 83(2007) POSITION- 45 00 00.76839(N) 093 26 34.14165(W)   ADJUSTED  
 QO1161* NAD 83(2007) ELLIP HT-   263.604 (meters)        (09/23/09)   ADJUSTED
 QO1161* NAD 83(2007) EPOCH   -  2002.00
 QO1161* NAVD 88 ORTHO HEIGHT -   290.589  (meters)     953.37  (feet) ADJUSTED  
 QO1161  ______________________________________________________________________
 QO1161  NAD 83(2007) X  -   -271,302.096 (meters)                     COMP
 QO1161  NAD 83(2007) Y  - -4,509,606.981 (meters)                     COMP
 QO1161  NAD 83(2007) Z  -  4,487,551.578 (meters)                     COMP
 QO1161  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC09
 QO1161  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 QO1161  DYNAMIC HEIGHT  -        290.585 (meters)      953.36  (feet) COMP
 QO1161  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 QO1161
 QO1161  HORZ ORDER      -  FIRST
 QO1161  VERT ORDER      -  SECOND    CLASS I
 QO1161  ELLP ORDER      -  THIRD     CLASS I
 QO1161
 QO1161.The horizontal coordinates were established by GPS observations
 QO1161.and adjusted by the MN DEPT OF TRANSP in September 2009.
 QO1161
 QO1161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1161.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1161
 QO1161.The horizontal coordinates are valid at the epoch date displayed above
 QO1161.which is a decimal equivalence of Year/Month/Day.
 QO1161
 QO1161.The orthometric height was determined by differential leveling and
 QO1161.adjusted in June 1991.
 QO1161
 QO1161.Photographs are available for this station.
 QO1161
 QO1161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1161
 QO1161.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1161
 QO1161.The ellipsoidal height was determined by GPS observations
 QO1161.and is referenced to NAD 83.
 QO1161
 QO1161.The dynamic height is computed by dividing the NAVD 88
 QO1161.geopotential number by the normal gravity value computed on the
 QO1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1161.degrees latitude (g = 980.6199 gals.).
 QO1161
 QO1161.The modeled gravity was interpolated from observed gravity values.
 QO1161
 QO1161. The following values were computed from the NAD 83(2007) position.
 QO1161
 QO1161;                    North         East     Units Scale Factor Converg.
 QO1161;SPC MN S     -   322,400.214   843,929.841   MT  0.99995990   +0 23 26.0
 QO1161;SPC MN S     - 1,057,741.37  2,768,793.15   sFT  0.99995990   +0 23 26.0
 QO1161;UTM  15      - 4,983,069.477   465,099.366   MT  0.99961498   -0 18 47.2
 QO1161
 QO1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1161!SPC MN S     -   0.99995867  x   0.99995990  =   0.99991857
 QO1161!UTM  15      -   0.99995867  x   0.99961498  =   0.99957367
 QO1161
 QO1161:                Primary Azimuth Mark                     Grid Az
 QO1161:SPC MN S     -  2723 W                                   320 08 20.3
 QO1161:UTM  15      -  2723 W                                   320 50 33.5
 QO1161
 QO1161|---------------------------------------------------------------------|
 QO1161| PID    Reference Object                     Distance      Geod. Az  |
 QO1161|                                                           dddmmss.s |
 QO1161| QO1159 2723 W                              APPROX. 1.2 KM 3203146.3 |
 QO1161|---------------------------------------------------------------------|
 QO1161
 QO1161                          SUPERSEDED SURVEY CONTROL
 QO1161
 QO1161  NAVD 88 (09/23/09)  290.59   (m)          953.4    (f) LEVELING    3  
 QO1161
 QO1161.Superseded values are not recommended for survey control.
 QO1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1161.See file dsdata.txt to determine how the superseded data were derived.
 QO1161
 QO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6509983069(NAD 83)
 QO1161
 QO1161_MARKER: DV = VERTICAL CONTROL DISK
 QO1161_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1161+WITH SETTING: INFORMATION.
 QO1161_SP_SET: METAL ROD WITH BASE PLATE
 QO1161_STAMPING: NOT STAMPED
 QO1161_MARK LOGO: MNDT  
 QO1161_PROJECTION: RECESSED 20 CENTIMETERS
 QO1161_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1161+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2008
 QO1161_ROD/PIPE-DEPTH:  2.4 meters
 QO1161
 QO1161  HISTORY     - Date     Condition        Report By
 QO1161  HISTORY     - 1978     MONUMENTED       MNDT
 QO1161  HISTORY     - 1979     GOOD             MNDT
 QO1161  HISTORY     - 20010331 GOOD             NGS
 QO1161  HISTORY     - 20041011 MARK NOT FOUND   USPSQD
 QO1161  HISTORY     - 20061010 GOOD             MNDT
 QO1161  HISTORY     - 20070919 GOOD             MNDT
 QO1161  HISTORY     - 20080701 GOOD             MNDT
 QO1161
 QO1161                          STATION DESCRIPTION
 QO1161
 QO1161'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO1161'IN PLYMOUTH.
 QO1161'THE MARK IS 1.15 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 QO1161'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS 143 FT. NORTHEAST
 QO1161'OF THE NORTHEAST CORNER OF THE PLYMOUTH COURT OFFICE CENTER, 66 FT.
 QO1161'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND, STA 1457 AND 70,
 QO1161'20 FT. EAST OF CENTERLINE OF WEST FRONTAGE ROAD, 7 FT. SOUTH OF A
 QO1161'POWER POLE. IT IS 1.0 FT. EAST OF A STEEL WITNESS POST AT TRUNK
 QO1161'HIGHWAY 55 MILE MARKER 181.25.
 QO1161
 QO1161                          STATION RECOVERY (2001)
 QO1161
 QO1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QO1161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QO1161
 QO1161                          STATION RECOVERY (2004)
 QO1161
 QO1161'RECOVERY NOTE BY US POWER SQUADRON 2004 (REA)
 QO1161'MARK NOT FOUND.
 QO1161
 QO1161                          STATION RECOVERY (2006)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 QO1161'IN PLYMOUTH, 1.15 MILES SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE
 QO1161'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK
 QO1161'HIGHWAY 55 MILEPOINT 181.50, ABOUT 300 FEET WEST OF JUNCTION OF TRUNK
 QO1161'HIGHWAY 55 AND COUNTY ROAD 6, 150.0 FEET NORTH NORTHWEST CORNER OF
 QO1161'BUILDING NUMBER 12805, 66.0 FEET WEST OF EASTBOUND TRUNK HIGHWAY 55,
 QO1161'20.0 FEET EAST OF WEST FRONTAGE ROAD, 1.0 FOOT EAST OF WITNESS POST.
 QO1161
 QO1161                          STATION RECOVERY (2007)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1161'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF OSSEO,
 QO1161'5.3 MI (8.5 KM) NORTH OF HOPKINS AND 4.9 MI (7.9 KM) SOUTHEAST OF
 QO1161'HAMEL.
 QO1161' 
 QO1161'TO REACH TO THE MARK IN PLYMOUTH, 1.15 MI (1.9 KM) SOUTHEAST ALONG
 QO1161'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE
 QO1161'HIGHWAY 494, AT TRUNK HIGHWAY 55 MILE POINT 181.50, ABOUT 300 FT (91.4
 QO1161'M) WEST OF THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 6, 150.0
 QO1161'FT (45.7 M) NORTH NORTHWEST CORNER OF BUILDING NUMBER 12805, 66 FT
 QO1161'(20.1 M) WEST OF EASTBOUND TRUNK HIGHWAY 55, 20 FT (6.1 M) EAST OF
 QO1161'WEST FRONTAGE ROAD, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 QO1161
 QO1161                          STATION RECOVERY (2008)
 QO1161
 QO1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1161'THE MARK IS IN PLYMOUTH.
 QO1161' 
 QO1161'TO REACH THE MARK GO 1.15 MI (1.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 55
 QO1161'FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT
 QO1161'TRUNK HIGHWAY 55 MILE POINT 181.50.
 QO1161' 
 QO1161'IT IS ABOUT 300 FT (91.4 M) WEST OF THE JUNCTION OF TRUNK HIGHWAY 55
 QO1161'AND COUNTY ROAD 6, 150.0 FT (45.7 M) NORTH-NORTHWEST CORNER OF
 QO1161'BUILDING NUMBER 12805, 66 FT (20.1 M) WEST OF EASTBOUND TRUNK HIGHWAY
 QO1161'55, 20 FT (6.1 M) EAST OF WEST FRONTAGE ROAD, 1.0 FT (0.3 M) EAST OF A
 QO1161'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2032 ***********************************************************************
 PP2032  DESIGNATION -  2723 Y 2
 PP2032  PID         -  PP2032
 PP2032  STATE/COUNTY-  MN/HENNEPIN
 PP2032  COUNTRY     -  US
 PP2032  USGS QUAD   -  HOPKINS (1993)
 PP2032
 PP2032                         *CURRENT SURVEY CONTROL
 PP2032  ______________________________________________________________________
 PP2032* NAD 83(1986) POSITION- 44 59 45.19   (N) 093 26 16.14   (W)   HD_HELD1  
 PP2032* NAVD 88 ORTHO HEIGHT -   290.643  (meters)     953.55  (feet) ADJUSTED  
 PP2032  ______________________________________________________________________
 PP2032  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 PP2032  DYNAMIC HEIGHT  -        290.639 (meters)      953.54  (feet) COMP
 PP2032  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 PP2032
 PP2032  VERT ORDER      -  SECOND    CLASS I
 PP2032
 PP2032.The horizontal coordinates were established by differentially corrected
 PP2032.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2032.
 PP2032.The orthometric height was determined by differential leveling and
 PP2032.adjusted in June 1991.
 PP2032
 PP2032.Photographs are available for this station.
 PP2032
 PP2032.The dynamic height is computed by dividing the NAVD 88
 PP2032.geopotential number by the normal gravity value computed on the
 PP2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2032.degrees latitude (g = 980.6199 gals.).
 PP2032
 PP2032.The modeled gravity was interpolated from observed gravity values.
 PP2032
 PP2032;                    North         East    Units  Estimated Accuracy
 PP2032;SPC MN S     -   321,922.0     844,327.4     MT  (+/- 3 meters HH1 GPS) 
 PP2032
 PP2032                          SUPERSEDED SURVEY CONTROL
 PP2032
 PP2032.No superseded survey control is available for this station.
 PP2032
 PP2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6549082586(NAD 83)
 PP2032
 PP2032_MARKER: DB = BENCH MARK DISK
 PP2032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP2032_SP_SET: BRIDGE RAILING
 PP2032_STAMPING: 2723 Y 2 1978
 PP2032_MARK LOGO: MNDT  
 PP2032_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2032+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 PP2032
 PP2032  HISTORY     - Date     Condition        Report By
 PP2032  HISTORY     - 1978     MONUMENTED       MNDT
 PP2032  HISTORY     - 1979     GOOD             MNDT
 PP2032  HISTORY     - 20010331 GOOD             NGS
 PP2032  HISTORY     - 20070919 GOOD             MNDT
 PP2032
 PP2032                          STATION DESCRIPTION
 PP2032
 PP2032'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2032'IN PLYMOUTH.
 PP2032'THE MARK IS 1.5 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2032'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494. IT IS SET IN THE TOP OF
 PP2032'THE CRASHRAIL IN THE NORTHEAST CORNER OF BRIDGE NO. 6721, TRUNK
 PP2032'HIGHWAY 55 WESTBOUND OVER THE CHICAGO AND NORTHWESTERN RAILWAY. AT
 PP2032'TRUNK HIGHWAY 55 MILE MARKER 181.65.
 PP2032
 PP2032                          STATION RECOVERY (2001)
 PP2032
 PP2032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2032
 PP2032                          STATION RECOVERY (2007)
 PP2032
 PP2032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP2032'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF MINNEAPOLIS, 5.3 MI
 PP2032'(8.5 KM) SOUTHEAST OF HAMEL AND 5.0 MI (8.0 KM) NORTH-NORTHEAST OF
 PP2032'HOPKINS.
 PP2032' 
 PP2032'TO REACH TO THE MARK IN PLYMOUTH, 1.5 MI (2.4 KM) SOUTHEAST OF THE
 PP2032'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, IN CRASH WALL
 PP2032'AT NORTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY 55 BRIDGE 6721 OVER
 PP2032'RAILROAD, AT TRUNK HIGHWAY 55 MILE POINT 181.65.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2035 ***********************************************************************
 PP2035  DESIGNATION -  2723 Z
 PP2035  PID         -  PP2035
 PP2035  STATE/COUNTY-  MN/HENNEPIN
 PP2035  COUNTRY     -  US
 PP2035  USGS QUAD   -  HOPKINS (1993)
 PP2035
 PP2035                         *CURRENT SURVEY CONTROL
 PP2035  ______________________________________________________________________
 PP2035* NAD 83(1986) POSITION- 44 59 23.95   (N) 093 25 49.31   (W)   HD_HELD1  
 PP2035* NAVD 88 ORTHO HEIGHT -   283.806  (meters)     931.12  (feet) ADJUSTED  
 PP2035  ______________________________________________________________________
 PP2035  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2035  DYNAMIC HEIGHT  -        283.803 (meters)      931.11  (feet) COMP
 PP2035  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 PP2035
 PP2035  VERT ORDER      -  SECOND    CLASS I
 PP2035
 PP2035.The horizontal coordinates were established by differentially corrected
 PP2035.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2035.
 PP2035.The orthometric height was determined by differential leveling and
 PP2035.adjusted in June 1991.
 PP2035
 PP2035.Photographs are available for this station.
 PP2035
 PP2035.The dynamic height is computed by dividing the NAVD 88
 PP2035.geopotential number by the normal gravity value computed on the
 PP2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2035.degrees latitude (g = 980.6199 gals.).
 PP2035
 PP2035.The modeled gravity was interpolated from observed gravity values.
 PP2035
 PP2035;                    North         East    Units  Estimated Accuracy
 PP2035;SPC MN S     -   321,270.5     844,919.6     MT  (+/- 3 meters HH1 GPS) 
 PP2035
 PP2035                          SUPERSEDED SURVEY CONTROL
 PP2035
 PP2035.No superseded survey control is available for this station.
 PP2035
 PP2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6607481928(NAD 83)
 PP2035
 PP2035_MARKER: DV = VERTICAL CONTROL DISK
 PP2035_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP2035+WITH SETTING: INFORMATION.
 PP2035_SP_SET: METAL ROD WITH BASE PLATE
 PP2035_STAMPING: 2723 Z 1978
 PP2035_MARK LOGO: MNDT  
 PP2035_PROJECTION: RECESSED 30 CENTIMETERS
 PP2035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2035+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 PP2035_ROD/PIPE-DEPTH:  2.4 meters
 PP2035
 PP2035  HISTORY     - Date     Condition        Report By
 PP2035  HISTORY     - 1978     MONUMENTED       MNDT
 PP2035  HISTORY     - 1979     GOOD             MNDT
 PP2035  HISTORY     - 20010331 GOOD             NGS
 PP2035  HISTORY     - 20070829 GOOD             MNDT
 PP2035
 PP2035                          STATION DESCRIPTION
 PP2035
 PP2035'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2035'IN PLYMOUTH.
 PP2035'THE MARK IS 1.3 MILES NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2035'THE JUNCTION OF TRUNK HIGHWAY 55 AND CSAH 18. IT IS 95 FT. NORTHEAST
 PP2035'OF A POWER POLE, 87 FT. NORTH OF THE CENTERLINE OF THE SOUTH FRONTAGE
 PP2035'ROAD, 72 FT. SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 55 EASTBOUND,
 PP2035'STATION 1506 AND 90, 70 FT. WEST OF A CROSS OVER GOLDENROD LANE
 PP2035'BETWEEN SOUTH FRONTAGE ROAD AND TRUNK HIGHWAY 55 EASTBOUND. IT IS
 PP2035'1.0 FT. NORTH OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 PP2035'182.3.
 PP2035
 PP2035                          STATION RECOVERY (2001)
 PP2035
 PP2035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2035
 PP2035                          STATION RECOVERY (2007)
 PP2035
 PP2035'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (NJV)
 PP2035'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF MINNEAPOLIS, 5.9 MI
 PP2035'(9.5 KM) SOUTHEAST OF HAMEL AND 4.7 MI (7.6 KM) NORTH-NORTHEAST OF
 PP2035'HOPKINS.
 PP2035' 
 PP2035'TO REACH TO THE MARK IN PLYMOUTH, 1.3 MI (2.1 KM) NORTHWEST OF THE
 PP2035'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 18, 72 FT (21.9 M) SOUTH
 PP2035'OF EASTBOUND TRUNK HIGHWAY 55, 87 FT (26.5 M) NORTH OF SOUTH FRONTAGE
 PP2035'ROAD, AT TRUNK HIGHWAY 55 MILE POINT 182.3, 95 FT (29.0 M) NORTHEAST
 PP2035'OF POWER POLE, 70 FT (21.3 M) WEST OF CROSSOVER (GOLDENROD LANE), 2.0
 PP2035'FT (0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2075 ***********************************************************************
 QO2075  DESIGNATION -  2726 A
 QO2075  PID         -  QO2075
 QO2075  STATE/COUNTY-  MN/HENNEPIN
 QO2075  COUNTRY     -  US
 QO2075  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2075
 QO2075                         *CURRENT SURVEY CONTROL
 QO2075  ______________________________________________________________________
 QO2075* NAD 83(1986) POSITION- 45 02 01.     (N) 093 15 48.     (W)   SCALED    
 QO2075* NAVD 88 ORTHO HEIGHT -   272.765  (meters)     894.90  (feet) ADJUSTED  
 QO2075  ______________________________________________________________________
 QO2075  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO2075  DYNAMIC HEIGHT  -        272.760 (meters)      894.88  (feet) COMP
 QO2075  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 QO2075
 QO2075  VERT ORDER      -  SECOND    CLASS II
 QO2075
 QO2075.The horizontal coordinates were scaled from a topographic map and have
 QO2075.an estimated accuracy of +/- 6 seconds.
 QO2075.
 QO2075.The orthometric height was determined by differential leveling and
 QO2075.adjusted in June 1991.
 QO2075
 QO2075.The dynamic height is computed by dividing the NAVD 88
 QO2075.geopotential number by the normal gravity value computed on the
 QO2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2075.degrees latitude (g = 980.6199 gals.).
 QO2075
 QO2075.The modeled gravity was interpolated from observed gravity values.
 QO2075
 QO2075;                    North         East    Units  Estimated Accuracy
 QO2075;SPC MN S     -   326,220.      858,050.      MT  (+/- 180 meters Scaled)
 QO2075
 QO2075                          SUPERSEDED SURVEY CONTROL
 QO2075
 QO2075.No superseded survey control is available for this station.
 QO2075
 QO2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK792867(NAD 83)
 QO2075
 QO2075_MARKER: DB = BENCH MARK DISK
 QO2075_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2075+WITH SETTING: INTO GROUND
 QO2075_SP_SET: METAL ROD WITH BASE PLATE
 QO2075_STAMPING: 2726 A 1979
 QO2075_MARK LOGO: MNHD  
 QO2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2075+STABILITY: SURFACE MOTION
 QO2075
 QO2075  HISTORY     - Date     Condition        Report By
 QO2075  HISTORY     - 1979     MONUMENTED       MNDT
 QO2075  HISTORY     - 1980     GOOD             MNDT
 QO2075  HISTORY     - 20070802 MARK NOT FOUND   MNDT
 QO2075
 QO2075                          STATION DESCRIPTION
 QO2075
 QO2075'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2075'IN MINNEAPOLIS.
 QO2075'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2075'SECTION 2, T29N, R24W, ON THE SOUTH CURBLINE OF 36TH AVENUE
 QO2075'NORTHEAST, 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 47 (UNIVERSITY AVENUE)
 QO2075'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN FRIDLEY.  THE MARK,
 QO2075'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2726 A
 QO2075'1979---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2075'WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8
 QO2075'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE THAT IS FLUSH WITH THE
 QO2075'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 QO2075'SOUTHBOUND LANE OF TRUNK HIGHWAY 47.  THE MARK IS 51 FEET WEST OF THE
 QO2075'CENTERLINE OF TRUNK HIGHWAY 47 AT MILEPOINT 5.25, 800 FEET SOUTH OF
 QO2075'37TH AVENUE NORTHEAST, 36 FEET NORTHWEST OF A CATCH BASIN, 24 FEET
 QO2075'EAST OF A CHAIN LINK FENCE, AND 1.0 FOOT EAST OF A STEEL WITNESS
 QO2075'POST.
 QO2075
 QO2075                          STATION RECOVERY (1980)
 QO2075
 QO2075'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2075'RECOVERED IN GOOD CONDITION.
 QO2075
 QO2075                          STATION RECOVERY (2007)
 QO2075
 QO2075'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2075'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2071 ***********************************************************************
 QO2071  DESIGNATION -  2726 C 2
 QO2071  PID         -  QO2071
 QO2071  STATE/COUNTY-  MN/HENNEPIN
 QO2071  COUNTRY     -  US
 QO2071  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2071
 QO2071                         *CURRENT SURVEY CONTROL
 QO2071  ______________________________________________________________________
 QO2071* NAD 83(1986) POSITION- 45 01 39.15   (N) 093 16 00.66   (W)   HD_HELD1  
 QO2071* NAVD 88 ORTHO HEIGHT -   264.892  (meters)     869.07  (feet) ADJUSTED  
 QO2071  ______________________________________________________________________
 QO2071  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 QO2071  DYNAMIC HEIGHT  -        264.887 (meters)      869.05  (feet) COMP
 QO2071  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 QO2071
 QO2071  VERT ORDER      -  SECOND    CLASS II
 QO2071
 QO2071.The horizontal coordinates were established by differentially corrected
 QO2071.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2071.
 QO2071.The orthometric height was determined by differential leveling and
 QO2071.adjusted in June 1991.
 QO2071
 QO2071.Photographs are available for this station.
 QO2071
 QO2071.The dynamic height is computed by dividing the NAVD 88
 QO2071.geopotential number by the normal gravity value computed on the
 QO2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2071.degrees latitude (g = 980.6199 gals.).
 QO2071
 QO2071.The modeled gravity was interpolated from observed gravity values.
 QO2071
 QO2071;                    North         East    Units  Estimated Accuracy
 QO2071;SPC MN S     -   325,546.5     857,776.0     MT  (+/- 3 meters HH1 GPS) 
 QO2071
 QO2071                          SUPERSEDED SURVEY CONTROL
 QO2071
 QO2071.No superseded survey control is available for this station.
 QO2071
 QO2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7897886044(NAD 83)
 QO2071
 QO2071_MARKER: DV = VERTICAL CONTROL DISK
 QO2071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2071_SP_SET: BRIDGE ABUTMENT
 QO2071_STAMPING: 2726 C 2 1979
 QO2071_MARK LOGO: MNDT  
 QO2071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2071
 QO2071  HISTORY     - Date     Condition        Report By
 QO2071  HISTORY     - 1979     MONUMENTED       MNDT
 QO2071  HISTORY     - 19940824 GOOD             USPSQD
 QO2071  HISTORY     - 20070711 GOOD             MNDT
 QO2071  HISTORY     - 20070828 GOOD             GEOCAC
 QO2071
 QO2071                          STATION DESCRIPTION
 QO2071
 QO2071'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2071'IN MINNEAPOLIS.
 QO2071'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2071'SECTION 2, T29N, R24W, AT THE ST ANTHONY PARKWAY BRIDGE OVER THE
 QO2071'BURLINGTON NORTHERN RAILROAD, 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 47
 QO2071'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN FRIDLEY TO ST
 QO2071'ANTHONY PARKWAY, THENCE WEST ON ST ANTHONY PARKWAY FOR 0.2 MILE TO
 QO2071'THE MARK ON THE LEFT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2071'MONUMENT DISK STAMPED---2726 C 2 1979---, IS SET FLUSH IN A DRILL
 QO2071'HOLE IN THE TOP OF THE SOUTHEAST CORNER SIDEWALK OF THE BRIDGE.
 QO2071
 QO2071                          STATION RECOVERY (1994)
 QO2071
 QO2071'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2071'RECOVERED IN GOOD CONDITION.
 QO2071
 QO2071                          STATION RECOVERY (2007)
 QO2071
 QO2071'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2071'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF OSSEO, 4.1 MI
 QO2071'(6.6 KM) SOUTHWEST OF NEW BRIGHTON AND 3.3 MI (5.3 KM) NORTH OF
 QO2071'MINNEAPOLIS.
 QO2071' 
 QO2071'TO REACH TO THE MARK IN MINNEAPOLIS, 0.2 MI (0.3 KM) WEST OF THE
 QO2071'JUNCTION OF SAINT ANTHONY PARKWAY AND TRUNK HIGHWAY 47 (UNIVERSITY
 QO2071'AVENUE), IN SIDEWALK AT SOUTHEAST CORNER OF SAINT ANTHONY PARKWAY
 QO2071'BRIDGE OVER RAILROAD.
 QO2071
 QO2071                          STATION RECOVERY (2007)
 QO2071
 QO2071'RECOVERY NOTE BY GEOCACHING 2007 (JAK)
 QO2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2070 ***********************************************************************
 QO2070  DESIGNATION -  2726 C 3
 QO2070  PID         -  QO2070
 QO2070  STATE/COUNTY-  MN/HENNEPIN
 QO2070  COUNTRY     -  US
 QO2070  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2070
 QO2070                         *CURRENT SURVEY CONTROL
 QO2070  ______________________________________________________________________
 QO2070* NAD 83(1986) POSITION- 45 01 39.12   (N) 093 16 08.06   (W)   HD_HELD1  
 QO2070* NAVD 88 ORTHO HEIGHT -   264.713  (meters)     868.48  (feet) ADJUSTED  
 QO2070  ______________________________________________________________________
 QO2070  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 QO2070  DYNAMIC HEIGHT  -        264.708 (meters)      868.46  (feet) COMP
 QO2070  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 QO2070
 QO2070  VERT ORDER      -  SECOND    CLASS II
 QO2070
 QO2070.The horizontal coordinates were established by differentially corrected
 QO2070.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2070.
 QO2070.The orthometric height was determined by differential leveling and
 QO2070.adjusted in June 1991.
 QO2070
 QO2070.Photographs are available for this station.
 QO2070
 QO2070.The dynamic height is computed by dividing the NAVD 88
 QO2070.geopotential number by the normal gravity value computed on the
 QO2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2070.degrees latitude (g = 980.6199 gals.).
 QO2070
 QO2070.The modeled gravity was interpolated from observed gravity values.
 QO2070
 QO2070;                    North         East    Units  Estimated Accuracy
 QO2070;SPC MN S     -   325,544.1     857,614.0     MT  (+/- 3 meters HH1 GPS) 
 QO2070
 QO2070                          SUPERSEDED SURVEY CONTROL
 QO2070
 QO2070.No superseded survey control is available for this station.
 QO2070
 QO2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7881686044(NAD 83)
 QO2070
 QO2070_MARKER: DV = VERTICAL CONTROL DISK
 QO2070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2070_SP_SET: BRIDGE ABUTMENT
 QO2070_STAMPING: 2726 C 3 1979
 QO2070_MARK LOGO: MNDT  
 QO2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2070
 QO2070  HISTORY     - Date     Condition        Report By
 QO2070  HISTORY     - 1979     MONUMENTED       MNDT
 QO2070  HISTORY     - 19940824 GOOD             USPSQD
 QO2070  HISTORY     - 20070711 GOOD             MNDT
 QO2070  HISTORY     - 20070825 GOOD             GEOCAC
 QO2070
 QO2070                          STATION DESCRIPTION
 QO2070
 QO2070'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2070'IN MINNEAPOLIS.
 QO2070'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SE 1/4 OF
 QO2070'SECTION 3, T29N, R24W, AT THE ST ANTHONY PARKWAY BRIDGE OVER THE
 QO2070'BURLINGTON NORTHERN RAILROAD, 2.9 MILES SOUTH ALONG TRUNK HIGHWAY 47
 QO2070'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 694 IN FRIDLEY TO ST
 QO2070'ANTHONY PARKWAY, THENCE WEST ON ST ANTHONY PARKWAY FOR 0.3 MILE TO
 QO2070'THE MARK ON THE LEFT.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2070'MONUMENT DISK STAMPED---2726 C 3 1979---, IS SET FLUSH IN A DRILL
 QO2070'HOLE IN THE TOP OF THE SOUTHWEST CORNER ABUTMENT OF THE BRIDGE.
 QO2070
 QO2070                          STATION RECOVERY (1994)
 QO2070
 QO2070'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO2070'RECOVERED IN GOOD CONDITION.
 QO2070
 QO2070                          STATION RECOVERY (2007)
 QO2070
 QO2070'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2070'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF OSSEO, 4.2 MI
 QO2070'(6.8 KM) SOUTHWEST OF NEW BRIGHTON AND 3.3 MI (5.3 KM) NORTH OF
 QO2070'MINNEAPOLIS.
 QO2070' 
 QO2070'TO REACH TO THE MARK IN MINNEAPOLIS, 0.3 MI (0.5 KM) WEST OF THE
 QO2070'JUNCTION OF SAINT ANTHONY PARKWAY AND TRUNK HIGHWAY 47 (UNIVERSITY
 QO2070'AVENUE), IN SOUTH END OF WEST ABUTMENT OF SAINT ANTHONY PARKWAY BRIDGE
 QO2070'OVER RAILROAD.
 QO2070
 QO2070                          STATION RECOVERY (2007)
 QO2070
 QO2070'RECOVERY NOTE BY GEOCACHING 2007 (JAK)
 QO2070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0499 ***********************************************************************
 QO0499  DESIGNATION -  273/2 BOLT
 QO0499  PID         -  QO0499
 QO0499  STATE/COUNTY-  MN/ANOKA
 QO0499  COUNTRY     -  US
 QO0499  USGS QUAD   -  ANOKA (1993)
 QO0499
 QO0499                         *CURRENT SURVEY CONTROL
 QO0499  ______________________________________________________________________
 QO0499* NAD 83(1986) POSITION- 45 14 31.48   (N) 093 29 37.57   (W)   HD_HELD1  
 QO0499* NAVD 88 ORTHO HEIGHT -   268.178  (meters)     879.85  (feet) ADJUSTED  
 QO0499  ______________________________________________________________________
 QO0499  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 QO0499  DYNAMIC HEIGHT  -        268.154 (meters)      879.77  (feet) COMP
 QO0499  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QO0499
 QO0499  VERT ORDER      -  FIRST     CLASS I
 QO0499
 QO0499.The horizontal coordinates were established by differentially corrected
 QO0499.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0499.
 QO0499.The orthometric height was determined by differential leveling and
 QO0499.adjusted in June 1991.
 QO0499
 QO0499.Photographs are available for this station.
 QO0499
 QO0499.The dynamic height is computed by dividing the NAVD 88
 QO0499.geopotential number by the normal gravity value computed on the
 QO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0499.degrees latitude (g = 980.6199 gals.).
 QO0499
 QO0499.The modeled gravity was interpolated from observed gravity values.
 QO0499
 QO0499;                    North         East    Units  Estimated Accuracy
 QO0499;SPC MN S     -   349,252.5     839,746.2     MT  (+/- 3 meters HH1 GPS) 
 QO0499
 QO0499                          SUPERSEDED SURVEY CONTROL
 QO0499
 QO0499  NGVD 29 (??/??/92)  268.067  (m)          879.48   (f) ADJ UNCH    1 1
 QO0499
 QO0499.Superseded values are not recommended for survey control.
 QO0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0499.See file dsdata.txt to determine how the superseded data were derived.
 QO0499
 QO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6124709961(NAD 83)
 QO0499
 QO0499_MARKER: B = BOLT
 QO0499_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0499_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0499+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 QO0499
 QO0499  HISTORY     - Date     Condition        Report By
 QO0499  HISTORY     - UNK      MONUMENTED       MRC
 QO0499  HISTORY     - 1970     GOOD             NGS
 QO0499  HISTORY     - 20051119 GOOD             USPSQD
 QO0499
 QO0499                          STATION DESCRIPTION
 QO0499
 QO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0499'6.05 MI NW FROM ANOKA.
 QO0499'ABOUT 0.75 MILE NORTHWEST ALONG U.S. HIGHWAYS 52 AND 169 FROM THE CITY
 QO0499'HALL AT ANOKA, THENCE 5.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 10, 52
 QO0499'AND 169, OR ABOUT 5.85 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10, 52 AND
 QO0499'169 FROM THE SHERBURNE COUNTY COURTHOUSE AT ELK RIVER, 158 FEET
 QO0499'NORTHEAST AND ACROSS THE BURLINGTON NORTHERN RAILROAD FROM THE CENTER
 QO0499'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 254 FEET NORTHWEST OF
 QO0499'RAILROAD MILEPOST 33, 58 FEET NORTHWEST OF TELEPHONE POLE NUMBER 56-G,
 QO0499'54 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 2 FEET
 QO0499'SOUTHEAST OF A FENCE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST,
 QO0499'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A COPPER BOLT LEADED
 QO0499'IN A TILE ABOUT 3 1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 QO0499'A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP AND
 QO0499'WHICH PROJECTS 10 INCHES.  1/4, SEC 19, T 32N, R 25W.
 QO0499
 QO0499                          STATION RECOVERY (2005)
 QO0499
 QO0499'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0498 ***********************************************************************
 QO0498  DESIGNATION -  273/2 CAP
 QO0498  PID         -  QO0498
 QO0498  STATE/COUNTY-  MN/ANOKA
 QO0498  COUNTRY     -  US
 QO0498  USGS QUAD   -  ANOKA (1993)
 QO0498
 QO0498                         *CURRENT SURVEY CONTROL
 QO0498  ______________________________________________________________________
 QO0498* NAD 83(1996) POSITION- 45 14 31.47576(N) 093 29 37.56563(W)   ADJUSTED  
 QO0498* NAVD 88 ORTHO HEIGHT -   269.396  (meters)     883.84  (feet) ADJUSTED  
 QO0498  ______________________________________________________________________
 QO0498  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC09
 QO0498  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 QO0498  DYNAMIC HEIGHT  -        269.372 (meters)      883.76  (feet) COMP
 QO0498  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 QO0498
 QO0498  HORZ ORDER      -  SECOND
 QO0498  VERT ORDER      -  FIRST     CLASS I
 QO0498
 QO0498.The horizontal coordinates were established by classical geodetic methods
 QO0498.and adjusted by the National Geodetic Survey in March 1999.
 QO0498.
 QO0498.The orthometric height was determined by differential leveling and
 QO0498.adjusted in June 1991.
 QO0498
 QO0498.Photographs are available for this station.
 QO0498
 QO0498.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0498
 QO0498.The dynamic height is computed by dividing the NAVD 88
 QO0498.geopotential number by the normal gravity value computed on the
 QO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0498.degrees latitude (g = 980.6199 gals.).
 QO0498
 QO0498.The modeled gravity was interpolated from observed gravity values.
 QO0498
 QO0498. The following values were computed from the NAD 83(1996) position.
 QO0498
 QO0498;                    North         East     Units Scale Factor Converg.
 QO0498;SPC MN S     -   349,252.321   839,746.310   MT  1.00000565   +0 21 17.4
 QO0498;SPC MN S     - 1,145,838.66  2,755,067.69   sFT  1.00000565   +0 21 17.4
 QO0498;UTM  15      - 5,009,961.187   461,247.734   MT  0.99961846   -0 21 02.2
 QO0498
 QO0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0498!SPC MN S     -   0.99996218  x   1.00000565  =   0.99996783
 QO0498!UTM  15      -   0.99996218  x   0.99961846  =   0.99958066
 QO0498
 QO0498                          SUPERSEDED SURVEY CONTROL
 QO0498
 QO0498  NAD 83(1986)-  45 14 31.47207(N)    093 29 37.55923(W) AD(       ) 2
 QO0498  NAD 27      -  45 14 31.59715(N)    093 29 36.71387(W) AD(       ) 2
 QO0498  NGVD 29 (??/??/92)  269.285  (m)          883.48   (f) ADJ UNCH    1 1
 QO0498
 QO0498.Superseded values are not recommended for survey control.
 QO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0498.See file dsdata.txt to determine how the superseded data were derived.
 QO0498
 QO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6124709961(NAD 83)
 QO0498
 QO0498_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0498_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0498_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0498+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2005
 QO0498
 QO0498  HISTORY     - Date     Condition        Report By
 QO0498  HISTORY     - 1974     MONUMENTED       MRC
 QO0498  HISTORY     - 1970     GOOD             NGS
 QO0498  HISTORY     - 20051119 GOOD             USPSQD
 QO0498
 QO0498                          STATION DESCRIPTION
 QO0498
 QO0498'DESCRIBED BY MISSISSIPPI RIVER COMMISSION 1974 (DKH)
 QO0498'THE MARK (PBM 273/2 MRC) IS A STANDARD MISSISSIPPI RIVER
 QO0498'COMMISSION CAP ON THE TOP OF A 4 INCH DIAMETER IRON PIPE THAT
 QO0498'PROJECTS 0.8 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 158
 QO0498'FEET NORTHEAST AND ACROSS THE RAILROAD TRACKS FROM THE
 QO0498'CENTERLINE OF THE NORTHEAST LANES OF TRUNK HIGHWAY 10, 254 FEET
 QO0498'NORTHWEST OF RAILROAD MILEPOST 33, 58 FEET NORTHWEST OF TELEPHONE
 QO0498'POLE NUMBER 56G, 54 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 QO0498'RAILROAD TRACKS, 2 FEET SOUTHEAST OF A FENCE, 0.8 FOOT
 QO0498'SOUTHEAST OF A STEEL WITNESS POST AND ABOUT 3 FEET ABOVE THE LEVEL
 QO0498'OF THE TRACK.
 QO0498'
 QO0498'NEAREST TOWN--ANOKA.
 QO0498
 QO0498                          STATION RECOVERY (1970)
 QO0498
 QO0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 QO0498'6.05 MI NW FROM ANOKA.
 QO0498'ABOUT 0.75 MILE NORTHWEST ALONG U.S. HIGHWAYS 52 AND 169 FROM THE CITY
 QO0498'HALL AT ANOKA, THENCE 5.3 MILES NORTHWEST ALONG U.S. HIGHWAYS 10, 52
 QO0498'AND 169, OR ABOUT 5.85 MILES SOUTHEAST ALONG U.S. HIGHWAYS 10, 52 AND
 QO0498'169 FROM THE SHERBURNE COUNTY COURTHOUSE AT ELK RIVER, 158 FEET
 QO0498'NORTHEAST AND ACROSS THE BURLINGTON NORTHERN RAILROAD FROM THE CENTER
 QO0498'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, 254 FEET NORTHWEST OF
 QO0498'RAILROAD MILEPOST 33, 58 FEET NORTHWEST OF TELEPHONE POLE NUMBER 56-G,
 QO0498'54 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK, 2 FEET
 QO0498'SOUTHEAST OF A FENCE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST,
 QO0498'ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK, AND IS A 4-INCH IRON PIPE
 QO0498'WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 10
 QO0498'INCHES.  1/4, SEC 19, T 32N, R 25W.
 QO0498
 QO0498                          STATION RECOVERY (2005)
 QO0498
 QO0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1285 ***********************************************************************
 PP1285  DESIGNATION -  2732 B
 PP1285  PID         -  PP1285
 PP1285  STATE/COUNTY-  MN/HENNEPIN
 PP1285  COUNTRY     -  US
 PP1285  USGS QUAD   -  ST PAUL WEST (1993)
 PP1285
 PP1285                         *CURRENT SURVEY CONTROL
 PP1285  ______________________________________________________________________
 PP1285* NAD 83(1986) POSITION- 44 53 33.0    (N) 093 10 58.8    (W)   HD_HELD2  
 PP1285* NAVD 88 ORTHO HEIGHT -   246.039  (meters)     807.21  (feet) ADJUSTED  
 PP1285  ______________________________________________________________________
 PP1285  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 PP1285  DYNAMIC HEIGHT  -        246.032 (meters)      807.19  (feet) COMP
 PP1285  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP1285
 PP1285  VERT ORDER      -  SECOND    CLASS 0
 PP1285
 PP1285.The horizontal coordinates were established by autonomous hand held GPS
 PP1285.observations and have an estimated accuracy of +/- 10 meters.
 PP1285.
 PP1285.The orthometric height was determined by differential leveling and
 PP1285.adjusted in June 1991.
 PP1285
 PP1285.Photographs are available for this station.
 PP1285
 PP1285.The dynamic height is computed by dividing the NAVD 88
 PP1285.geopotential number by the normal gravity value computed on the
 PP1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1285.degrees latitude (g = 980.6199 gals.).
 PP1285
 PP1285.The modeled gravity was interpolated from observed gravity values.
 PP1285
 PP1285;                    North         East    Units  Estimated Accuracy
 PP1285;SPC MN S     -   310,603.      864,534.      MT  (+/- 10 meters HH2 GPS)
 PP1285
 PP1285                          SUPERSEDED SURVEY CONTROL
 PP1285
 PP1285  NGVD 29 (??/??/92)  245.979  (m)          807.02   (f) ADJ UNCH    2 0
 PP1285
 PP1285.Superseded values are not recommended for survey control.
 PP1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1285.See file dsdata.txt to determine how the superseded data were derived.
 PP1285
 PP1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8554971024(NAD 83)
 PP1285
 PP1285_MARKER: DB = BENCH MARK DISK
 PP1285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1285_SP_SET: BRIDGE ABUTMENT
 PP1285_STAMPING: 2732 B 1970
 PP1285_MARK LOGO: MNHD  
 PP1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1285+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 PP1285
 PP1285  HISTORY     - Date     Condition        Report By
 PP1285  HISTORY     - 1970     MONUMENTED       MNHD
 PP1285  HISTORY     - 1990     GOOD             USPSQD
 PP1285  HISTORY     - 20041006 GOOD             USPSQD
 PP1285  HISTORY     - 20070624 GOOD             MNDT
 PP1285  HISTORY     - 20080401 GOOD             GEOCAC
 PP1285  HISTORY     - 20091117 GOOD             USACES
 PP1285
 PP1285                          STATION DESCRIPTION
 PP1285
 PP1285'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1285'IN FORT SNELLING.
 PP1285'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1285'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9155, TOWER AVENUE
 PP1285'OVER T.H. 5.  SW 1/4 SECTION 21, T 28N, R23W.
 PP1285
 PP1285                          STATION RECOVERY (1990)
 PP1285
 PP1285'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1285'RECOVERED IN GOOD CONDITION.
 PP1285
 PP1285                          STATION RECOVERY (2004)
 PP1285
 PP1285'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1285'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS JRD
 PP1285
 PP1285                          STATION RECOVERY (2007)
 PP1285
 PP1285'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1285'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHEAST OF
 PP1285'MINNEAPOLIS, 6.7 MI (10.8 KM) EAST-NORTHEAST OF BLOOMINGTON AND 5.7 MI
 PP1285'(9.2 KM) SOUTHWEST OF SAINT PAUL.
 PP1285' 
 PP1285'TO REACH TO THE MARK AT FORT SNELLING, IN SOUTHEAST CORNER OF TOWER
 PP1285'AVENUE BRIDGE 9155 OVER TRUNK HIGHWAY 5.
 PP1285
 PP1285                          STATION RECOVERY (2008)
 PP1285
 PP1285'RECOVERY NOTE BY GEOCACHING 2008 (CT)
 PP1285'NOTE THAT THIS BRIDGE IS NOW PRIMARILY USED AS A PEDESTRIAN WALKWAY.
 PP1285
 PP1285                          STATION RECOVERY (2009)
 PP1285
 PP1285'RECOVERY NOTE BY USACE ST. PAUL  MN DISTRICT 2009 (POJ)
 PP1285'ESTABLISHED AS THE PRIMARY PROJECT CONTROL POINT FOR USACE PROJECT -
 PP1285'LOCK AND DAM NO. 1, MISSISSIPPI RIVER, MN. THE WATER LEVEL AT GAUGE
 PP1285'1100 (UP STREAM) AT LOCK AND DAM NO. 1 HAS AN ELEVATION OF 747.11 FT.
 PP1285'(CAIRO), 726.68 FT. (MSL 1912) AND 726.29 FT. (NAVD88) AS OF NOVEMBER
 PP1285'17, 2009. THE O AND M MANUAL ELEVATIONS ARE REFERENCED TO CAIRO DATUM.
 PP1285' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1279 ***********************************************************************
 PP1279  DESIGNATION -  2732 D 1
 PP1279  PID         -  PP1279
 PP1279  STATE/COUNTY-  MN/HENNEPIN
 PP1279  COUNTRY     -  US
 PP1279  USGS QUAD   -  ST PAUL WEST (1993)
 PP1279
 PP1279                         *CURRENT SURVEY CONTROL
 PP1279  ______________________________________________________________________
 PP1279* NAD 83(1986) POSITION- 44 53 35.7    (N) 093 11 24.4    (W)   SCALED    
 PP1279* NAVD 88 ORTHO HEIGHT -   249.841  (meters)     819.69  (feet) ADJUSTED  
 PP1279  ______________________________________________________________________
 PP1279  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 PP1279  DYNAMIC HEIGHT  -        249.833 (meters)      819.66  (feet) COMP
 PP1279  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1279
 PP1279  VERT ORDER      -  SECOND    CLASS 0
 PP1279
 PP1279.The horizontal coordinates were scaled from a topographic map and have
 PP1279.an estimated accuracy of +/- 6 seconds.
 PP1279.
 PP1279.The orthometric height was determined by differential leveling and
 PP1279.adjusted in June 1991.
 PP1279
 PP1279.Photographs are available for this station.
 PP1279
 PP1279.The dynamic height is computed by dividing the NAVD 88
 PP1279.geopotential number by the normal gravity value computed on the
 PP1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1279.degrees latitude (g = 980.6199 gals.).
 PP1279
 PP1279.The modeled gravity was interpolated from observed gravity values.
 PP1279
 PP1279;                    North         East    Units  Estimated Accuracy
 PP1279;SPC MN S     -   310,660.      863,980.      MT  (+/- 180 meters Scaled)
 PP1279
 PP1279                          SUPERSEDED SURVEY CONTROL
 PP1279
 PP1279  NGVD 29 (??/??/92)  249.780  (m)          819.49   (f) ADJ UNCH    2 0
 PP1279
 PP1279.Superseded values are not recommended for survey control.
 PP1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1279.See file dsdata.txt to determine how the superseded data were derived.
 PP1279
 PP1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8498871109(NAD 83)
 PP1279
 PP1279_MARKER: DB = BENCH MARK DISK
 PP1279_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1279_SP_SET: BRIDGE ABUTMENT
 PP1279_STAMPING: 2732 D 1 1970
 PP1279_MARK LOGO: MNHD  
 PP1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1279+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2007
 PP1279
 PP1279  HISTORY     - Date     Condition        Report By
 PP1279  HISTORY     - 1970     MONUMENTED       MNHD
 PP1279  HISTORY     - 1990     POOR             USPSQD
 PP1279  HISTORY     - 20041006 GOOD             USPSQD
 PP1279  HISTORY     - 20070624 GOOD             MNDT
 PP1279
 PP1279                          STATION DESCRIPTION
 PP1279
 PP1279'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1279'IN FORT SNELLING.
 PP1279'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1279'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 27171 T.H. 55
 PP1279'EASTBOUND OVER THE FORT SNELLING EXIT.  SE1/4 SECTION 20, T 28N, R
 PP1279'23W.
 PP1279
 PP1279                          STATION RECOVERY (1990)
 PP1279
 PP1279'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1279'MARK RECOVERED IN POOR CONDITION.
 PP1279
 PP1279                          STATION RECOVERY (2004)
 PP1279
 PP1279'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1279'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1279
 PP1279                          STATION RECOVERY (2007)
 PP1279
 PP1279'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1279'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 PP1279'MINNEAPOLIS, 6.4 MI (10.3 KM) NORTHEAST OF BLOOMINGTON AND 5.9 MI (9.5
 PP1279'KM) SOUTHWEST OF SAINT PAUL.
 PP1279' 
 PP1279'TO REACH TO THE MARK AT FORT SNELLING, NEAR JUNCTION OF TRUNK HIGHWAY
 PP1279'5 AND TRUNK HIGHWAY 55, IN SOUTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY
 PP1279'55 BRIDGE 27171 OVER BLOOMINGTON ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1280 ***********************************************************************
 PP1280  DESIGNATION -  2732 D 2
 PP1280  PID         -  PP1280
 PP1280  STATE/COUNTY-  MN/HENNEPIN
 PP1280  COUNTRY     -  US
 PP1280  USGS QUAD   -  ST PAUL WEST (1993)
 PP1280
 PP1280                         *CURRENT SURVEY CONTROL
 PP1280  ______________________________________________________________________
 PP1280* NAD 83(1986) POSITION- 44 53 36.22   (N) 093 11 23.80   (W)   HD_HELD1  
 PP1280* NAVD 88 ORTHO HEIGHT -   248.199  (meters)     814.30  (feet) ADJUSTED  
 PP1280  ______________________________________________________________________
 PP1280  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 PP1280  DYNAMIC HEIGHT  -        248.191 (meters)      814.27  (feet) COMP
 PP1280  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP1280
 PP1280  VERT ORDER      -  SECOND    CLASS 0
 PP1280
 PP1280.The horizontal coordinates were established by differentially corrected
 PP1280.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1280.
 PP1280.The orthometric height was determined by differential leveling and
 PP1280.adjusted in June 1991.
 PP1280
 PP1280.Photographs are available for this station.
 PP1280
 PP1280.The dynamic height is computed by dividing the NAVD 88
 PP1280.geopotential number by the normal gravity value computed on the
 PP1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1280.degrees latitude (g = 980.6199 gals.).
 PP1280
 PP1280.The modeled gravity was interpolated from observed gravity values.
 PP1280
 PP1280;                    North         East    Units  Estimated Accuracy
 PP1280;SPC MN S     -   310,697.2     863,984.1     MT  (+/- 3 meters HH1 GPS) 
 PP1280
 PP1280                          SUPERSEDED SURVEY CONTROL
 PP1280
 PP1280  NGVD 29 (??/??/92)  248.138  (m)          814.10   (f) ADJ UNCH    2 0
 PP1280
 PP1280.Superseded values are not recommended for survey control.
 PP1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1280.See file dsdata.txt to determine how the superseded data were derived.
 PP1280
 PP1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8500171125(NAD 83)
 PP1280
 PP1280_MARKER: DB = BENCH MARK DISK
 PP1280_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1280_SP_SET: BRIDGE ABUTMENT
 PP1280_STAMPING: 2732 D 1970
 PP1280_MARK LOGO: MNHD  
 PP1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1280+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 PP1280
 PP1280  HISTORY     - Date     Condition        Report By
 PP1280  HISTORY     - 1970     MONUMENTED       MNHD
 PP1280  HISTORY     - 1990     POOR             USPSQD
 PP1280  HISTORY     - 20041006 GOOD             USPSQD
 PP1280  HISTORY     - 20070625 GOOD             MNDT
 PP1280
 PP1280                          STATION DESCRIPTION
 PP1280
 PP1280'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1280'IN FORT SNELLING.
 PP1280'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 IN FORT
 PP1280'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9306, T.H. 55 OVER
 PP1280'BLOOMINGTON ROAD.  SE1/4 SECTION 20, T 28N, R 23W.
 PP1280
 PP1280                          STATION RECOVERY (1990)
 PP1280
 PP1280'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1280'MARK RECOVERED IN POOR CONDITION.
 PP1280
 PP1280                          STATION RECOVERY (2004)
 PP1280
 PP1280'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1280'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1280
 PP1280                          STATION RECOVERY (2007)
 PP1280
 PP1280'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1280'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHEAST OF
 PP1280'MINNEAPOLIS, 6.4 MI (10.3 KM) NORTHEAST OF BLOOMINGTON AND 5.9 MI (9.5
 PP1280'KM) SOUTHWEST OF SAINT PAUL.
 PP1280' 
 PP1280'TO REACH TO THE POINT AT FORT SNELLING, NEAR JUNCTION OF TRUNK HIGHWAY
 PP1280'5 AND TRUNK HIGHWAY 55, IN SOUTHEAST CORNER OF WESTBOUND TRUNK HIGHWAY
 PP1280'55 BRIDGE 9306 OVER BLOOMINGTON ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1281 ***********************************************************************
 PP1281  DESIGNATION -  2732 E 2
 PP1281  PID         -  PP1281
 PP1281  STATE/COUNTY-  MN/HENNEPIN
 PP1281  COUNTRY     -  US
 PP1281  USGS QUAD   -  ST PAUL WEST (1993)
 PP1281
 PP1281                         *CURRENT SURVEY CONTROL
 PP1281  ______________________________________________________________________
 PP1281* NAD 83(1986) POSITION- 44 53 31.84   (N) 093 11 14.97   (W)   HD_HELD1  
 PP1281* NAVD 88 ORTHO HEIGHT -   252.646  (meters)     828.89  (feet) ADJUSTED  
 PP1281  ______________________________________________________________________
 PP1281  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 PP1281  DYNAMIC HEIGHT  -        252.638 (meters)      828.86  (feet) COMP
 PP1281  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1281
 PP1281  VERT ORDER      -  SECOND    CLASS 0
 PP1281
 PP1281.The horizontal coordinates were established by differentially corrected
 PP1281.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1281.
 PP1281.The orthometric height was determined by differential leveling and
 PP1281.adjusted in June 1991.
 PP1281
 PP1281.Photographs are available for this station.
 PP1281
 PP1281.The dynamic height is computed by dividing the NAVD 88
 PP1281.geopotential number by the normal gravity value computed on the
 PP1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1281.degrees latitude (g = 980.6199 gals.).
 PP1281
 PP1281.The modeled gravity was interpolated from observed gravity values.
 PP1281
 PP1281;                    North         East    Units  Estimated Accuracy
 PP1281;SPC MN S     -   310,564.0     864,179.2     MT  (+/- 3 meters HH1 GPS) 
 PP1281
 PP1281                          SUPERSEDED SURVEY CONTROL
 PP1281
 PP1281  NGVD 29 (??/??/92)  252.585  (m)          828.69   (f) ADJ UNCH    2 0
 PP1281
 PP1281.Superseded values are not recommended for survey control.
 PP1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1281.See file dsdata.txt to determine how the superseded data were derived.
 PP1281
 PP1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8519570989(NAD 83)
 PP1281
 PP1281_MARKER: DB = BENCH MARK DISK
 PP1281_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1281_SP_SET: BRIDGE ABUTMENT
 PP1281_STAMPING: 2732 E 2 1970
 PP1281_MARK LOGO: MNHD  
 PP1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1281+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 PP1281
 PP1281  HISTORY     - Date     Condition        Report By
 PP1281  HISTORY     - 1970     MONUMENTED       MNHD
 PP1281  HISTORY     - 1990     GOOD             USPSQD
 PP1281  HISTORY     - 20041006 GOOD             USPSQD
 PP1281  HISTORY     - 20070625 GOOD             MNDT
 PP1281
 PP1281                          STATION DESCRIPTION
 PP1281
 PP1281'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1281'IN FORT SNELLING.
 PP1281'MARK IS LOCATED NEAR THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1281'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 27169, T.H. 55
 PP1281'EASTBOUND OVER RAMPS.  SW1/4 SECTION 21, T 28N, R 23W.
 PP1281
 PP1281                          STATION RECOVERY (1990)
 PP1281
 PP1281'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1281'RECOVERED IN GOOD CONDITION.
 PP1281
 PP1281                          STATION RECOVERY (2004)
 PP1281
 PP1281'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1281'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1281
 PP1281                          STATION RECOVERY (2007)
 PP1281
 PP1281'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1281'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF
 PP1281'MINNEAPOLIS, 6.5 MI (10.5 KM) EAST-NORTHEAST OF BLOOMINGTON AND 5.9 MI
 PP1281'(9.5 KM) SOUTHWEST OF SAINT PAUL.
 PP1281' 
 PP1281'TO REACH TO THE POINT AT FORT SNELLING, IN SOUTHEAST CORNER OF
 PP1281'EASTBOUND TRUNK HIGHWAY 55 BRIDGE 27169 OVER RAMPS, WEST END OF RAISED
 PP1281'CONCRETE MEDIAN, 196.85 FT (60.0 M) SOUTHEAST OF MILE POST 198 ON
 PP1281'WESTBOUND OF HIGHWAY 55, 15 FT (4.6 M) NORTH OF LIGHT POLE, 4 FT (1.2
 PP1281'M) BELOW MEDIAN BETWEEN BRIDGES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1273 ***********************************************************************
 PP1273  DESIGNATION -  2732 K
 PP1273  PID         -  PP1273
 PP1273  STATE/COUNTY-  MN/HENNEPIN
 PP1273  COUNTRY     -  US
 PP1273  USGS QUAD   -  ST PAUL SW (1993)
 PP1273
 PP1273                         *CURRENT SURVEY CONTROL
 PP1273  ______________________________________________________________________
 PP1273* NAD 83(1986) POSITION- 44 52 12.83   (N) 093 11 52.78   (W)   HD_HELD1  
 PP1273* NAVD 88 ORTHO HEIGHT -   246.774  (meters)     809.62  (feet) ADJUSTED  
 PP1273  ______________________________________________________________________
 PP1273  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 PP1273  DYNAMIC HEIGHT  -        246.766 (meters)      809.60  (feet) COMP
 PP1273  MODELED GRAVITY -    980,577.3   (mgal)                       NAVD 88
 PP1273
 PP1273  VERT ORDER      -  SECOND    CLASS 0
 PP1273
 PP1273.The horizontal coordinates were established by differentially corrected
 PP1273.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1273.
 PP1273.The orthometric height was determined by differential leveling and
 PP1273.adjusted in June 1991.
 PP1273
 PP1273.Photographs are available for this station.
 PP1273
 PP1273.The dynamic height is computed by dividing the NAVD 88
 PP1273.geopotential number by the normal gravity value computed on the
 PP1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1273.degrees latitude (g = 980.6199 gals.).
 PP1273
 PP1273.The modeled gravity was interpolated from observed gravity values.
 PP1273
 PP1273;                    North         East    Units  Estimated Accuracy
 PP1273;SPC MN S     -   308,117.0     863,373.5     MT  (+/- 3 meters HH1 GPS) 
 PP1273
 PP1273                          SUPERSEDED SURVEY CONTROL
 PP1273
 PP1273  NGVD 29 (??/??/92)  246.715  (m)          809.43   (f) ADJ UNCH    2 0
 PP1273
 PP1273.Superseded values are not recommended for survey control.
 PP1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1273.See file dsdata.txt to determine how the superseded data were derived.
 PP1273
 PP1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8435968553(NAD 83)
 PP1273
 PP1273_MARKER: DB = BENCH MARK DISK
 PP1273_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1273_SP_SET: BRIDGE ABUTMENT
 PP1273_STAMPING: 2732 K 1970
 PP1273_MARK LOGO: MNHD  
 PP1273_PROJECTION: FLUSH
 PP1273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1273+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 PP1273
 PP1273  HISTORY     - Date     Condition        Report By
 PP1273  HISTORY     - 1970     MONUMENTED       MNHD
 PP1273  HISTORY     - 1971     GOOD             MNDT
 PP1273  HISTORY     - 19891219 GOOD             MNDT
 PP1273  HISTORY     - 1990     GOOD             USPSQD
 PP1273  HISTORY     - 20041006 GOOD             USPSQD
 PP1273  HISTORY     - 20070814 GOOD             MNDT
 PP1273
 PP1273                          STATION DESCRIPTION
 PP1273
 PP1273'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1273'1.6 MI SW FROM FORT SNELLING.
 PP1273'1.6 MILES SOUTHWEST OF THE JUNCTION OF T.H. 5 AND T.H. 55 AT FORT
 PP1273'SNELLING, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9409, POST ROAD OVER
 PP1273'T.H. 5.  CORNER OF SE 1/4, SEC 32, T 28N, R 23W.
 PP1273
 PP1273                          STATION RECOVERY (1989)
 PP1273
 PP1273'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PP1273'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 PP1273'POST ROAD OVER TRUNK HIGHWAY 5 (AT MILEPOINT 62.55), AND IS IN THE NW
 PP1273'1/4 OF SECTION 32, T28N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1273'DISK STAMPED---2732 K 1970---, IS SET IN THE ABUTMENT AT THE NORTHEAST
 PP1273'CORNER OF THE BRIDGE (NUMBER 9409).  THE MARK IS 20.5 FEET NORTH OF
 PP1273'THE CENTERLINE OF POST ROAD AND 0.9 FEET NORTH OF THE NORTH FACE OF
 PP1273'THE NORTHEAST CORNER OF THE BRIDGE.
 PP1273
 PP1273                          STATION RECOVERY (1990)
 PP1273
 PP1273'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1273'RECOVERED IN GOOD CONDITION.
 PP1273
 PP1273                          STATION RECOVERY (2004)
 PP1273
 PP1273'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1273'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1273
 PP1273                          STATION RECOVERY (2007)
 PP1273
 PP1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1273'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF INVER
 PP1273'GROVE HEIGHTS, 7.3 MI (11.7 KM) SOUTHWEST OF SAINT PAUL AND 5.3 MI
 PP1273'(8.5 KM) EAST-NORTHEAST OF BLOOMINGTON.
 PP1273' 
 PP1273'TO REACH TO THE POINT GO 1.6 MI (2.6 KM) SOUTHWEST OF THE JUNCTION OF
 PP1273'TRUNK HIGHWAY 5 AND TRUNK HIGHWAY 55 AT FORT SNELLING, IN SOUTHEAST
 PP1273'CORNER OF POST ROAD BRIDGE 9409 OVER TRUNK HIGHWAY 5, AT TRUNK HIGHWAY
 PP1273'5 MILE POINT 62.55, 20.5 FT (6.2 M) NORTH OF POST ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4415 ***********************************************************************
 AH4415  DESIGNATION -  2732 Q
 AH4415  PID         -  AH4415
 AH4415  STATE/COUNTY-  MN/HENNEPIN
 AH4415  COUNTRY     -  US
 AH4415  USGS QUAD   -  ST PAUL WEST (1993)
 AH4415
 AH4415                         *CURRENT SURVEY CONTROL
 AH4415  ______________________________________________________________________
 AH4415* NAD 83(1986) POSITION- 44 52 39.30   (N) 093 11 37.97   (W)   HD_HELD1  
 AH4415* NAVD 88 ORTHO HEIGHT -   244.627  (meters)     802.58  (feet) ADJUSTED  
 AH4415  ______________________________________________________________________
 AH4415  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AH4415  DYNAMIC HEIGHT  -        244.619 (meters)      802.55  (feet) COMP
 AH4415  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 AH4415
 AH4415  VERT ORDER      -  SECOND    CLASS I
 AH4415
 AH4415.This mark is at Minneapolis-St Paul Intl (WOLD-CHAMBERLA Airport (MSP)
 AH4415
 AH4415.The horizontal coordinates were established by differentially corrected
 AH4415.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4415.
 AH4415.The orthometric height was determined by differential leveling and
 AH4415.adjusted in June 2000.
 AH4415
 AH4415.Photographs are available for this station.
 AH4415
 AH4415.The dynamic height is computed by dividing the NAVD 88
 AH4415.geopotential number by the normal gravity value computed on the
 AH4415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4415.degrees latitude (g = 980.6199 gals.).
 AH4415
 AH4415.The modeled gravity was interpolated from observed gravity values.
 AH4415
 AH4415;                    North         East    Units  Estimated Accuracy
 AH4415;SPC MN S     -   308,937.3     863,690.5     MT  (+/- 3 meters HH1 GPS) 
 AH4415
 AH4415                          SUPERSEDED SURVEY CONTROL
 AH4415
 AH4415.No superseded survey control is available for this station.
 AH4415
 AH4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8468669369(NAD 83)
 AH4415
 AH4415_MARKER: DV = VERTICAL CONTROL DISK
 AH4415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4415_SP_SET: BRIDGE RAILING
 AH4415_STAMPING: 2732 Q 1988
 AH4415_MARK LOGO: MNDT  
 AH4415_PROJECTION: FLUSH
 AH4415_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4415+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 AH4415
 AH4415  HISTORY     - Date     Condition        Report By
 AH4415  HISTORY     - 1988     MONUMENTED       MNDT
 AH4415  HISTORY     - 20041006 GOOD             USPSQD
 AH4415  HISTORY     - 20070814 GOOD             MNDT
 AH4415
 AH4415                          STATION DESCRIPTION
 AH4415
 AH4415'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4415'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE JUNCTION OF TRUNK
 AH4415'HIGHWAY 5 AND AIRPORT ROAD (LEADING TO THE INTERNATIONAL AIRPORT), AND
 AH4415'IS IN THE SE 1/4 OF SECTION 29, T28N, R23W.  THE MARK, A STANDARD MNDT
 AH4415'VERTICAL CONTROL MONUMENT DISK STAMPED---2732 Q 1988---, IS SET IN THE
 AH4415'TOP OF THE BRIDGE RAILING AT THE NORTHEAST CORNER OF BRIDGE STBOUND
 AH4415'HIGHWAY 5) (CARRYING THE INTERNATIONAL AIRPORT CONNECTION FROM
 AH4415'EASTBOUND TRUNK HIGHWAY 5 OVER THE AIRPORT CONNECTION TO EASTBOUND
 AH4415'HIGHWAY 5) WHICH IS UNDER WESTBOUND HIGHWAY 5.  THE MARK IS 19.0 FEET
 AH4415'NORTHEAST OF THE CENTERLINE OF THE AIRPORT ENTRANCE ROAD, 70.7 FEET
 AH4415'NORTHWEST OF A LIGHT STANDARD, AND 0.7 FOOT NORTHWEST OF THE NORTHEAST
 AH4415'BRIDGE RAILING.
 AH4415
 AH4415                          STATION RECOVERY (2004)
 AH4415
 AH4415'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4415'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 AH4415'CORRECTION. REMOVE- IN THE CITY OF ST. PAUL- FROM THE DESCRIPTION.
 AH4415'SPSPS JRD
 AH4415
 AH4415                          STATION RECOVERY (2007)
 AH4415
 AH4415'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4415'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF INVER
 AH4415'GROVE HEIGHTS, 6.8 MI (10.9 KM) SOUTHWEST OF SAINT PAUL AND 5.7 MI
 AH4415'(9.2 KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4415' 
 AH4415'TO REACH TO THE MARK AT SAINT PAUL, AT THE JUNCTION OF TRUNK HIGHWAY 5
 AH4415'AND AIRPORT ROAD TO TWIN CITIES INTERNATIONAL AIRPORT, AT TRUNK
 AH4415'HIGHWAY 5 MILE POINT 63.05, IN NORTHEAST CORNER OF BRIDGE 9154
 AH4415'(INBOUND AIRPORT ROAD OVER OUTBOUND AIRPORT ROAD), 19 FT (5.8 M)
 AH4415'NORTHEAST OF AIRPORT ROAD, 70.7 FT (21.5 M) NORTHWEST OF LIGHT
 AH4415'STANDARD, 0.7 FT (0.2 M) NORTHWEST OF THE NORTHEAST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4416 ***********************************************************************
 AH4416  DESIGNATION -  2732 R
 AH4416  PID         -  AH4416
 AH4416  STATE/COUNTY-  MN/HENNEPIN
 AH4416  COUNTRY     -  US
 AH4416  USGS QUAD   -  ST PAUL WEST (1993)
 AH4416
 AH4416                         *CURRENT SURVEY CONTROL
 AH4416  ______________________________________________________________________
 AH4416* NAD 83(1986) POSITION- 44 52 38.75   (N) 093 11 39.02   (W)   HD_HELD1  
 AH4416* NAVD 88 ORTHO HEIGHT -   250.973  (meters)     823.40  (feet) ADJUSTED  
 AH4416  ______________________________________________________________________
 AH4416  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AH4416  DYNAMIC HEIGHT  -        250.965 (meters)      823.37  (feet) COMP
 AH4416  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 AH4416
 AH4416  VERT ORDER      -  SECOND    CLASS I
 AH4416
 AH4416.The horizontal coordinates were established by differentially corrected
 AH4416.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4416.
 AH4416.The orthometric height was determined by differential leveling and
 AH4416.adjusted in June 2000.
 AH4416
 AH4416.Photographs are available for this station.
 AH4416
 AH4416.The dynamic height is computed by dividing the NAVD 88
 AH4416.geopotential number by the normal gravity value computed on the
 AH4416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4416.degrees latitude (g = 980.6199 gals.).
 AH4416
 AH4416.The modeled gravity was interpolated from observed gravity values.
 AH4416
 AH4416;                    North         East    Units  Estimated Accuracy
 AH4416;SPC MN S     -   308,920.0     863,667.7     MT  (+/- 3 meters HH1 GPS) 
 AH4416
 AH4416                          SUPERSEDED SURVEY CONTROL
 AH4416
 AH4416.No superseded survey control is available for this station.
 AH4416
 AH4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8466369352(NAD 83)
 AH4416
 AH4416_MARKER: DV = VERTICAL CONTROL DISK
 AH4416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4416_SP_SET: BRIDGE RAILING
 AH4416_STAMPING: 2732 R 1988
 AH4416_MARK LOGO: MNDT  
 AH4416_PROJECTION: FLUSH
 AH4416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4416+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 AH4416
 AH4416  HISTORY     - Date     Condition        Report By
 AH4416  HISTORY     - 1988     MONUMENTED       MNDT
 AH4416  HISTORY     - 20041006 GOOD             USPSQD
 AH4416  HISTORY     - 20070814 GOOD             MNDT
 AH4416
 AH4416                          STATION DESCRIPTION
 AH4416
 AH4416'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4416'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE JUNCTION OF TRUNK
 AH4416'HIGHWAY 5 AND AIRPORT ROAD (ON THE EAST SIDE OF THE INTERNATIONAL
 AH4416'AIRPORT), AND IS IN THE SE 1/4 OF SECTION 29, T28N, R23W.  THE MARK, A
 AH4416'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2732 R 1988---,
 AH4416'IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF THE
 AH4416'BRIDGE (NUMBER 9153).  THE MARK IS 19.5 FEET EAST OF THE CENTERLINE OF
 AH4416'WESTBOUND HIGHWAY 5 (AT MILEPOINT 63.05) AND 0.8 FOOT NORTH OF THE
 AH4416'SOUTH END OF THE BRIDGE RAILING.
 AH4416
 AH4416                          STATION RECOVERY (2004)
 AH4416
 AH4416'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4416'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 AH4416'CORRECTION. REMOVE- IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION.
 AH4416'SPSPS JRD.
 AH4416
 AH4416                          STATION RECOVERY (2007)
 AH4416
 AH4416'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4416'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF INVER
 AH4416'GROVE HEIGHTS, 6.8 MI (10.9 KM) SOUTHWEST OF SAINT PAUL AND 5.7 MI
 AH4416'(9.2 KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4416' 
 AH4416'TO REACH TO THE MARK AT SOUTHEAST EDGE OF INTERNATIONAL AIRPORT, 1.0
 AH4416'MI (1.6 KM) SOUTHWEST OF THE SOUTHWEST CORNER OF SAINT PAUL AND
 AH4416'MISSISSIPPI RIVER, AT THE JUNCTION OF TRUNK HIGHWAY 5 AND AIRPORT
 AH4416'ROAD, IN THE TOP OF BRIDGE RAILING AT SOUTHEAST CORNER OF TRUNK
 AH4416'HIGHWAY 5 BRIDGE 9153 OVER AIRPORT ROAD, 19.5 FT (5.9 M) EAST OF
 AH4416'WESTBOUND TRUNK HIGHWAY 5, AT TRUNK HIGHWAY 5 MILE POINT 63.05, 0.8 FT
 AH4416'(0.2 M) NORTH OF SOUTH END OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1421 ***********************************************************************
 PP1421  DESIGNATION -  2733 C
 PP1421  PID         -  PP1421
 PP1421  STATE/COUNTY-  MN/HENNEPIN
 PP1421  COUNTRY     -  US
 PP1421  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1421
 PP1421                         *CURRENT SURVEY CONTROL
 PP1421  ______________________________________________________________________
 PP1421* NAD 83(1986) POSITION- 44 52 36.     (N) 093 21 54.     (W)   SCALED    
 PP1421* NAVD 88 ORTHO HEIGHT -   259.842  (meters)     852.50  (feet) ADJUSTED  
 PP1421  ______________________________________________________________________
 PP1421  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 PP1421  DYNAMIC HEIGHT  -        259.834 (meters)      852.47  (feet) COMP
 PP1421  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 PP1421
 PP1421  VERT ORDER      -  SECOND    CLASS 0
 PP1421
 PP1421.The horizontal coordinates were scaled from a topographic map and have
 PP1421.an estimated accuracy of +/- 6 seconds.
 PP1421.
 PP1421.The orthometric height was determined by differential leveling and
 PP1421.adjusted in June 1991.
 PP1421
 PP1421.The dynamic height is computed by dividing the NAVD 88
 PP1421.geopotential number by the normal gravity value computed on the
 PP1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1421.degrees latitude (g = 980.6199 gals.).
 PP1421
 PP1421.The modeled gravity was interpolated from observed gravity values.
 PP1421
 PP1421;                    North         East    Units  Estimated Accuracy
 PP1421;SPC MN S     -   308,720.      850,170.      MT  (+/- 180 meters Scaled)
 PP1421
 PP1421                          SUPERSEDED SURVEY CONTROL
 PP1421
 PP1421  NGVD 29 (??/??/92)  259.785  (m)          852.31   (f) ADJ UNCH    2 0
 PP1421
 PP1421.Superseded values are not recommended for survey control.
 PP1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1421.See file dsdata.txt to determine how the superseded data were derived.
 PP1421
 PP1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK711693(NAD 83)
 PP1421
 PP1421_MARKER: DD = SURVEY DISK
 PP1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1421_STAMPING: 2733 C 1973
 PP1421_MARK LOGO: MNHD  
 PP1421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1421+STABILITY: SURFACE MOTION
 PP1421
 PP1421  HISTORY     - Date     Condition        Report By
 PP1421  HISTORY     - 1973     MONUMENTED       MNDT
 PP1421  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP1421  HISTORY     - 20070905 MARK NOT FOUND   MNDT
 PP1421
 PP1421                          STATION DESCRIPTION
 PP1421
 PP1421'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1421'IN EDINA.
 PP1421'THE MARK IS 1.25 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION
 PP1421'OF INTERSTATE 494 AND TRUNK HIGHWAY 100 (AT TRUNK HIGHWAY 100
 PP1421'MILEPOINT 1.25).  IT IS 32 FEET EAST OF THE SERVICE ROAD EAST OF TRUNK
 PP1421'HIGHWAY 100, 146 FEET NORTH OF WEST 70TH STREET, 36 FEET NORTHWEST OF
 PP1421'A 48 INCH OAK TREE, AND 8 FEET NORTHEAST OF A POWER POLE. THE MARK IS
 PP1421'SET IN THE TOP OF A CONCRETE POST (MAGNETIC) THAT IS FLUSH WITH THE
 PP1421'GROUND AND IS ABOUT 3 FEET LOWER THAN THE SERVICE ROAD. SW 1/4 SECTION
 PP1421'30, T 28N, R 24W.
 PP1421
 PP1421                          STATION RECOVERY (1987)
 PP1421
 PP1421'RECOVERY NOTE BY US POWER SQUADRON 1987 (JN)
 PP1421'MARK NOT FOUND.
 PP1421
 PP1421                          STATION RECOVERY (2007)
 PP1421
 PP1421'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1421'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3053 ***********************************************************************
 AE3053  DESIGNATION -  2733 K
 AE3053  PID         -  AE3053
 AE3053  STATE/COUNTY-  MN/HENNEPIN
 AE3053  COUNTRY     -  US
 AE3053  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE3053
 AE3053                         *CURRENT SURVEY CONTROL
 AE3053  ______________________________________________________________________
 AE3053* NAD 83(1986) POSITION- 44 53 21.68   (N) 093 20 59.44   (W)   HD_HELD1  
 AE3053* NAVD 88 ORTHO HEIGHT -   284.711  (meters)     934.09  (feet) ADJUSTED  
 AE3053  ______________________________________________________________________
 AE3053  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 AE3053  DYNAMIC HEIGHT  -        284.703 (meters)      934.06  (feet) COMP
 AE3053  MODELED GRAVITY -    980,580.0   (mgal)                       NAVD 88
 AE3053
 AE3053  VERT ORDER      -  SECOND    CLASS II
 AE3053
 AE3053.The horizontal coordinates were established by differentially corrected
 AE3053.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3053.
 AE3053.The orthometric height was determined by differential leveling and
 AE3053.adjusted in November 1999.
 AE3053
 AE3053.Photographs are available for this station.
 AE3053
 AE3053.The dynamic height is computed by dividing the NAVD 88
 AE3053.geopotential number by the normal gravity value computed on the
 AE3053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3053.degrees latitude (g = 980.6199 gals.).
 AE3053
 AE3053.The modeled gravity was interpolated from observed gravity values.
 AE3053
 AE3053;                    North         East    Units  Estimated Accuracy
 AE3053;SPC MN S     -   310,135.6     851,357.9     MT  (+/- 3 meters HH1 GPS) 
 AE3053
 AE3053                          SUPERSEDED SURVEY CONTROL
 AE3053
 AE3053.No superseded survey control is available for this station.
 AE3053
 AE3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7237370718(NAD 83)
 AE3053
 AE3053_MARKER: DB = BENCH MARK DISK
 AE3053_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3053_SP_SET: BRIDGE ABUTMENT
 AE3053_STAMPING: 2733 K 1979
 AE3053_MARK LOGO: MNDT  
 AE3053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3053
 AE3053  HISTORY     - Date     Condition        Report By
 AE3053  HISTORY     - 1978     MONUMENTED       MNDT
 AE3053  HISTORY     - 1980     GOOD             MNDT
 AE3053  HISTORY     - 20070809 GOOD             MNDT
 AE3053
 AE3053                          STATION DESCRIPTION
 AE3053
 AE3053'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3053'THE MARK IS LOCATED IN THE CITY OF EDINA, AT THE JUNCTION OF TRUNK
 AE3053'HIGHWAYS 169 AND 212 WITH TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF
 AE3053'SECTION 4, T116N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AE3053'STAMPED---2733 K 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE3053'NUMBER 9500 (HIGHWAY 100 OVER HIGHWAYS 169 AND 212).  THE BRIDGE IS AT
 AE3053'HIGHWAY 169 MILEPOINT 123.5.
 AE3053
 AE3053                          STATION RECOVERY (1980)
 AE3053
 AE3053'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 AE3053'RECOVERED AS DESCRIBED.
 AE3053
 AE3053                          STATION RECOVERY (2007)
 AE3053
 AE3053'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3053'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST-NORTHEAST OF EDEN
 AE3053'PRAIRIE, 6.1 MI (9.8 KM) EAST-SOUTHEAST OF HOPKINS AND 4.2 MI (6.8 KM)
 AE3053'NORTHWEST OF BLOOMINGTON.
 AE3053' 
 AE3053'TO REACH TO THE MARK IN EDINA, AT THE JUNCTION OF TRUNK HIGHWAY 62 AND
 AE3053'TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE
 AE3053'9500 OVER TRUNK HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE7111 ***********************************************************************
 AE7111  DESIGNATION -  2733 L
 AE7111  PID         -  AE7111
 AE7111  STATE/COUNTY-  MN/HENNEPIN
 AE7111  COUNTRY     -  US
 AE7111  USGS QUAD   -  BLOOMINGTON (1997)
 AE7111
 AE7111                         *CURRENT SURVEY CONTROL
 AE7111  ______________________________________________________________________
 AE7111* NAD 83(1986) POSITION- 44 51 50.62   (N) 093 20 58.39   (W)   HD_HELD1  
 AE7111* NAVD 88 ORTHO HEIGHT -   257.479  (meters)     844.75  (feet) ADJUSTED  
 AE7111  ______________________________________________________________________
 AE7111  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 AE7111  DYNAMIC HEIGHT  -        257.472 (meters)      844.72  (feet) COMP
 AE7111  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 AE7111
 AE7111  VERT ORDER      -  SECOND    CLASS II
 AE7111
 AE7111.The horizontal coordinates were established by differentially corrected
 AE7111.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE7111.
 AE7111.The orthometric height was determined by differential leveling and
 AE7111.adjusted in November 1999.
 AE7111
 AE7111.Photographs are available for this station.
 AE7111
 AE7111.The dynamic height is computed by dividing the NAVD 88
 AE7111.geopotential number by the normal gravity value computed on the
 AE7111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7111.degrees latitude (g = 980.6199 gals.).
 AE7111
 AE7111.The modeled gravity was interpolated from observed gravity values.
 AE7111
 AE7111;                    North         East    Units  Estimated Accuracy
 AE7111;SPC MN S     -   307,325.1     851,403.3     MT  (+/- 3 meters HH1 GPS) 
 AE7111
 AE7111                          SUPERSEDED SURVEY CONTROL
 AE7111
 AE7111.No superseded survey control is available for this station.
 AE7111
 AE7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7238467908(NAD 83)
 AE7111
 AE7111_MARKER: DB = BENCH MARK DISK
 AE7111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE7111_SP_SET: BRIDGE ABUTMENT
 AE7111_STAMPING: 2733 L 1980
 AE7111_MARK LOGO: MNDT  
 AE7111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7111+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 AE7111
 AE7111  HISTORY     - Date     Condition        Report By
 AE7111  HISTORY     - 1980     MONUMENTED       MNDT
 AE7111  HISTORY     - 20050614 GOOD             MNDT
 AE7111  HISTORY     - 20070807 GOOD             MNDT
 AE7111
 AE7111                          STATION DESCRIPTION
 AE7111
 AE7111'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE7111'THE MARK IS LOCATED IN THE CITY OF EDINA 0.4 MILES NORTH ALONG TRUNK
 AE7111'HIGHWAY 100 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IS IN
 AE7111'THE SW 1/4 OF SECTION 31, T28N, R24W.  THE MARK, A STANDARD MNDT BENCH
 AE7111'MARK DISK STAMPED---2733 L 1980---, IS SET IN THE SOUTHEAST CORNER
 AE7111'(ABUTMENT) OF BRIDGE NUMBER 27210 (WEST 77TH STREET OVER TRUNK HIGHWAY
 AE7111'100).
 AE7111
 AE7111                          STATION RECOVERY (2005)
 AE7111
 AE7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE7111'IN EDINA, 0.4 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 100 AND
 AE7111'INTERSTATE HIGHWAY 494, IN SOUTHEAST CORNER OF WEST 77TH STREET BRIDGE
 AE7111'27210 OVER TRUNK HIGHWAY 100
 AE7111
 AE7111                          STATION RECOVERY (2007)
 AE7111
 AE7111'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE7111'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF HOPKINS, 6.0
 AE7111'MI (9.7 KM) EAST OF EDEN PRAIRIE AND 3.0 MI (4.8 KM) WEST-NORTHWEST OF
 AE7111'BLOOMINGTON.
 AE7111' 
 AE7111'TO REACH TO THE MARK IN EDINA, 0.4 MI (0.6 KM) NORTH OF THE JUNCTION
 AE7111'OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 494, IN SOUTHEAST CORNER
 AE7111'OF WEST 77TH STREET BRIDGE 27210 OVER TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE7112 ***********************************************************************
 AE7112  DESIGNATION -  2733 M
 AE7112  PID         -  AE7112
 AE7112  STATE/COUNTY-  MN/HENNEPIN
 AE7112  COUNTRY     -  US
 AE7112  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE7112
 AE7112                         *CURRENT SURVEY CONTROL
 AE7112  ______________________________________________________________________
 AE7112* NAD 83(1986) POSITION- 44 52 33.33   (N) 093 21 00.97   (W)   HD_HELD1  
 AE7112* NAVD 88 ORTHO HEIGHT -   264.565  (meters)     867.99  (feet) ADJUSTED  
 AE7112  ______________________________________________________________________
 AE7112  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 AE7112  DYNAMIC HEIGHT  -        264.557 (meters)      867.97  (feet) COMP
 AE7112  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 AE7112
 AE7112  VERT ORDER      -  SECOND    CLASS II
 AE7112
 AE7112.The horizontal coordinates were established by differentially corrected
 AE7112.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE7112.
 AE7112.The orthometric height was determined by differential leveling and
 AE7112.adjusted in November 1999.
 AE7112
 AE7112.Photographs are available for this station.
 AE7112
 AE7112.The dynamic height is computed by dividing the NAVD 88
 AE7112.geopotential number by the normal gravity value computed on the
 AE7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7112.degrees latitude (g = 980.6199 gals.).
 AE7112
 AE7112.The modeled gravity was interpolated from observed gravity values.
 AE7112
 AE7112;                    North         East    Units  Estimated Accuracy
 AE7112;SPC MN S     -   308,642.9     851,336.2     MT  (+/- 3 meters HH1 GPS) 
 AE7112
 AE7112                          SUPERSEDED SURVEY CONTROL
 AE7112
 AE7112.No superseded survey control is available for this station.
 AE7112
 AE7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7233369227(NAD 83)
 AE7112
 AE7112_MARKER: DB = BENCH MARK DISK
 AE7112_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7112_SP_SET: BRIDGE RAILING
 AE7112_STAMPING: 2733 M 1980
 AE7112_MARK LOGO: MNDT  
 AE7112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7112+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 AE7112
 AE7112  HISTORY     - Date     Condition        Report By
 AE7112  HISTORY     - 1980     MONUMENTED       MNDT
 AE7112  HISTORY     - 20070905 GOOD             MNDT
 AE7112
 AE7112                          STATION DESCRIPTION
 AE7112
 AE7112'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AE7112'THE MARK IS LOCATED IN THE CITY OF EDINA, 1.2 MILES NORTH ALONG TRUNK
 AE7112'HIGHWAY 100 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 AND IS IN
 AE7112'THE NW 1/4 OF SECTION 31, T28N, R24W.  THE MARK, A STANDARD MNDT BENCH
 AE7112'MARK DISK STAMPED---2733 M 1980---, IS SET IN THE TOP OF THE CRASH
 AE7112'RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9431 (TRUNK HIGHWAY 100
 AE7112'OVER WEST 70TH STREET).
 AE7112
 AE7112                          STATION RECOVERY (2007)
 AE7112
 AE7112'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AE7112'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF HOPKINS,
 AE7112'6.1 MI (9.8 KM) EAST-NORTHEAST OF EDEN PRAIRIE AND 3.5 MI (5.6 KM)
 AE7112'NORTHWEST OF BLOOMINGTON.
 AE7112' 
 AE7112'TO REACH TO THE MARK IN EDINA, 1.2 MI (1.9 KM) NORTH OF THE JUNCTION
 AE7112'OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 100, IN CRASH RAIL AT
 AE7112'SOUTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE 9431 OVER WEST 70TH
 AE7112'STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8263 ***********************************************************************
 DE8263  DESIGNATION -  2735 AA
 DE8263  PID         -  DE8263
 DE8263  STATE/COUNTY-  MN/HENNEPIN
 DE8263  COUNTRY     -  US
 DE8263  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DE8263
 DE8263                         *CURRENT SURVEY CONTROL
 DE8263  ______________________________________________________________________
 DE8263* NAD 83(1986) POSITION- 44 59 09.     (N) 093 20 55.     (W)   SCALED    
 DE8263* NAVD 88 ORTHO HEIGHT -   267.194  (meters)     876.62  (feet) ADJUSTED  
 DE8263  ______________________________________________________________________
 DE8263  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DE8263  DYNAMIC HEIGHT  -        267.190 (meters)      876.61  (feet) COMP
 DE8263  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 DE8263
 DE8263  VERT ORDER      -  SECOND    CLASS I
 DE8263
 DE8263.The horizontal coordinates were scaled from a topographic map and have
 DE8263.an estimated accuracy of +/- 6 seconds.
 DE8263.
 DE8263.The orthometric height was determined by differential leveling and
 DE8263.adjusted in August 2004.
 DE8263
 DE8263.The dynamic height is computed by dividing the NAVD 88
 DE8263.geopotential number by the normal gravity value computed on the
 DE8263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8263.degrees latitude (g = 980.6199 gals.).
 DE8263
 DE8263.The modeled gravity was interpolated from observed gravity values.
 DE8263
 DE8263;                    North         East    Units  Estimated Accuracy
 DE8263;SPC MN S     -   320,860.      851,370.      MT  (+/- 180 meters Scaled)
 DE8263
 DE8263                          SUPERSEDED SURVEY CONTROL
 DE8263
 DE8263.No superseded survey control is available for this station.
 DE8263
 DE8263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725814(NAD 83)
 DE8263
 DE8263_MARKER: DD = SURVEY DISK
 DE8263_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8263_STAMPING: 2735 AA 1998
 DE8263_MARK LOGO: MNDT  
 DE8263_PROJECTION: RECESSED 8 CENTIMETERS
 DE8263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8263+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE8263_ROD/PIPE-DEPTH: 15.2 meters
 DE8263
 DE8263  HISTORY     - Date     Condition        Report By
 DE8263  HISTORY     - 1998     MONUMENTED       MNDT
 DE8263
 DE8263                          STATION DESCRIPTION
 DE8263
 DE8263'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8263'IN GOLDEN VALLEY, 0.05 MI (0.08 KM) NORTH ALONG TH 100 FROM JCT OF TH
 DE8263'100 AND TH 55, AT TH 100 MP 9.85, 250 FT (76.2 M) EAST OF NORTHBOUND
 DE8263'TH 100, 105.7 FT (32.2 M) NE OF TH 55 NORTHBOUND RAMP TO TH 100, 61.6
 DE8263'FT (18.8 M) SW OF SW CORNER OF GENERAL MOTORS TRAINING CENTER, 30.5 FT
 DE8263'(9.3 M) SOUTH OF ENT TO TRAINING CENTER, 20.0 FT (6.1 M) NE OF
 DE8263'FRONTAGE RD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8265 ***********************************************************************
 DE8265  DESIGNATION -  2735 AC
 DE8265  PID         -  DE8265
 DE8265  STATE/COUNTY-  MN/HENNEPIN
 DE8265  COUNTRY     -  US
 DE8265  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8265
 DE8265                         *CURRENT SURVEY CONTROL
 DE8265  ______________________________________________________________________
 DE8265* NAD 83(1986) POSITION- 45 00 31.6    (N) 093 20 58.9    (W)   HD_HELD2  
 DE8265* NAVD 88 ORTHO HEIGHT -   259.045  (meters)     849.88  (feet) ADJUSTED  
 DE8265  ______________________________________________________________________
 DE8265  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DE8265  DYNAMIC HEIGHT  -        259.041 (meters)      849.87  (feet) COMP
 DE8265  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DE8265
 DE8265  VERT ORDER      -  SECOND    CLASS I
 DE8265
 DE8265.The horizontal coordinates were established by autonomous hand held GPS
 DE8265.observations and have an estimated accuracy of +/- 10 meters.
 DE8265.
 DE8265.The orthometric height was determined by differential leveling and
 DE8265.adjusted in June 2011.
 DE8265
 DE8265.No vertical observational check was made to the station.
 DE8265
 DE8265.Photographs are available for this station.
 DE8265
 DE8265.The dynamic height is computed by dividing the NAVD 88
 DE8265.geopotential number by the normal gravity value computed on the
 DE8265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8265.degrees latitude (g = 980.6199 gals.).
 DE8265
 DE8265.The modeled gravity was interpolated from observed gravity values.
 DE8265
 DE8265;                    North         East    Units  Estimated Accuracy
 DE8265;SPC MN S     -   323,406.      851,264.      MT  (+/- 10 meters HH2 GPS)
 DE8265
 DE8265                          SUPERSEDED SURVEY CONTROL
 DE8265
 DE8265  NAVD 88 (08/10/04)  259.076  (m)          849.99   (f) SUPERSEDED  2 1
 DE8265
 DE8265.Superseded values are not recommended for survey control.
 DE8265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8265.See file dsdata.txt to determine how the superseded data were derived.
 DE8265
 DE8265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7244283984(NAD 83)
 DE8265
 DE8265_MARKER: DD = SURVEY DISK
 DE8265_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DE8265_SP_SET: BOX CULVERT
 DE8265_STAMPING: 2735 AC 1998
 DE8265_MARK LOGO: MNDT  
 DE8265_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8265+STABILITY: SURFACE MOTION
 DE8265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8265+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DE8265
 DE8265  HISTORY     - Date     Condition        Report By
 DE8265  HISTORY     - 1998     MONUMENTED       MNDT
 DE8265  HISTORY     - 20070716 GOOD             MNDT
 DE8265  HISTORY     - 20080626 GOOD             MNDT
 DE8265  HISTORY     - 20100201 GOOD             MNDT
 DE8265
 DE8265                          STATION DESCRIPTION
 DE8265
 DE8265'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE8265'THE MARK IS IN GOLDEN VALLEY, IN HEADWALL AT NE CORNER OF BOX CULVERT
 DE8265'OVER DRAINAGE DITCH, 1.65 MI (2.66 KM) NORTH ALONG TH 100 FROM JCT OF
 DE8265'TH 100 AND TH 55, AT TH 100 MP 10.55, 91.0 FT (27.7 M) WEST OF
 DE8265'SOUTHBOUND TH 100, 81.0 FT (24.7 M) SOUTH OF 29TH AVE, 39 FT (11.9 M)
 DE8265'SSW OF MANHOLE, 1.7 FT (0.5 M) SOUTH OF WIT POST.  DISK SET IN A DRILL
 DE8265'HOLE.
 DE8265
 DE8265                          STATION RECOVERY (2007)
 DE8265
 DE8265'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8265'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF OSSEO,
 DE8265'8.0 MI (12.9 KM) NORTHEAST OF HOPKINS AND 4.6 MI (7.4 KM)
 DE8265'WEST-NORTHWEST OF MINNEAPOLIS.
 DE8265' 
 DE8265'TO REACH TO THE MARK IN GOLDEN VALLEY, IN HEADWALL AT NORTHEAST CORNER
 DE8265'OF BOX CULVERT OVER DRAINAGE DITCH, 1.65 MI (2.7 KM) NORTH ALONG TRUNK
 DE8265'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY
 DE8265'55, AT TRUNK HIGHWAY 100 MILE POINT 10.55, 91.0 FT (27.7 M) WEST OF
 DE8265'SOUTHBOUND TRUNK HIGHWAY 100, 81.0 FT (24.7 M) SOUTH OF 29TH AVENUE
 DE8265'NORTH, 39.0 FT (11.9 M) SOUTH-SOUTHWEST OF MANHOLE, 1.7 FT (0.5 M)
 DE8265'SOUTH OF A WITNESS POST.
 DE8265
 DE8265                          STATION RECOVERY (2008)
 DE8265
 DE8265'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8265'RECOVERED AS DESCRIBED.
 DE8265
 DE8265                          STATION RECOVERY (2010)
 DE8265
 DE8265'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DE8265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8266 ***********************************************************************
 DE8266  DESIGNATION -  2735 AD
 DE8266  PID         -  DE8266
 DE8266  STATE/COUNTY-  MN/HENNEPIN
 DE8266  COUNTRY     -  US
 DE8266  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8266
 DE8266                         *CURRENT SURVEY CONTROL
 DE8266  ______________________________________________________________________
 DE8266* NAD 83(1986) POSITION- 45 00 49.     (N) 093 20 55.     (W)   SCALED    
 DE8266* NAVD 88 ORTHO HEIGHT -   261.824  (meters)     859.00  (feet) ADJUSTED  
 DE8266  ______________________________________________________________________
 DE8266  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DE8266  DYNAMIC HEIGHT  -        261.820 (meters)      858.99  (feet) COMP
 DE8266  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DE8266
 DE8266  VERT ORDER      -  SECOND    CLASS I
 DE8266
 DE8266.The horizontal coordinates were scaled from a topographic map and have
 DE8266.an estimated accuracy of +/- 6 seconds.
 DE8266.
 DE8266.The orthometric height was determined by differential leveling and
 DE8266.adjusted in August 2004.
 DE8266
 DE8266.The dynamic height is computed by dividing the NAVD 88
 DE8266.geopotential number by the normal gravity value computed on the
 DE8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8266.degrees latitude (g = 980.6199 gals.).
 DE8266
 DE8266.The modeled gravity was interpolated from observed gravity values.
 DE8266
 DE8266;                    North         East    Units  Estimated Accuracy
 DE8266;SPC MN S     -   323,940.      851,350.      MT  (+/- 180 meters Scaled)
 DE8266
 DE8266                          SUPERSEDED SURVEY CONTROL
 DE8266
 DE8266.No superseded survey control is available for this station.
 DE8266
 DE8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725845(NAD 83)
 DE8266
 DE8266_MARKER: DD = SURVEY DISK
 DE8266_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8266_STAMPING: 2735 AD 1998
 DE8266_MARK LOGO: MNDT  
 DE8266_PROJECTION: FLUSH
 DE8266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8266+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DE8266_ROD/PIPE-DEPTH:  3.7 meters
 DE8266
 DE8266  HISTORY     - Date     Condition        Report By
 DE8266  HISTORY     - 1998     MONUMENTED       MNDT
 DE8266  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 DE8266  HISTORY     - 20080630 MARK NOT FOUND   MNDT
 DE8266
 DE8266                          STATION DESCRIPTION
 DE8266
 DE8266'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8266'IN GOLDEN VALLEY, 2.0 MI (3.2 KM) NORTH ALONG TH 100 FROM JCT OF TH
 DE8266'100 AND TH 55, AT TH 100 MP 10.9, 76.6 FT (23.3 M) EAST OF NORTHBOUND
 DE8266'TH 100, 32.0 FT (9.8 M) EAST OF LILAC DR NORTH, 9.0 FT (2.7 M) SW OF
 DE8266'P-POLE, 1.6 FT (0.5 M) NORTH OF WITNESS POST.
 DE8266
 DE8266                          STATION RECOVERY (2007)
 DE8266
 DE8266'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8266'THE MARK WAS NOT RECOVERED.
 DE8266
 DE8266                          STATION RECOVERY (2008)
 DE8266
 DE8266'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8266'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8267 ***********************************************************************
 DE8267  DESIGNATION -  2735 AE
 DE8267  PID         -  DE8267
 DE8267  STATE/COUNTY-  MN/HENNEPIN
 DE8267  COUNTRY     -  US
 DE8267  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8267
 DE8267                         *CURRENT SURVEY CONTROL
 DE8267  ______________________________________________________________________
 DE8267* NAD 83(1986) POSITION- 45 01 35.     (N) 093 20 51.     (W)   SCALED    
 DE8267* NAVD 88 ORTHO HEIGHT -   266.092  (meters)     873.00  (feet) ADJUSTED  
 DE8267  ______________________________________________________________________
 DE8267  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DE8267  DYNAMIC HEIGHT  -        266.088 (meters)      872.99  (feet) COMP
 DE8267  MODELED GRAVITY -    980,595.2   (mgal)                       NAVD 88
 DE8267
 DE8267  VERT ORDER      -  SECOND    CLASS I
 DE8267
 DE8267.The horizontal coordinates were scaled from a topographic map and have
 DE8267.an estimated accuracy of +/- 6 seconds.
 DE8267.
 DE8267.The orthometric height was determined by differential leveling and
 DE8267.adjusted in August 2004.
 DE8267
 DE8267.The dynamic height is computed by dividing the NAVD 88
 DE8267.geopotential number by the normal gravity value computed on the
 DE8267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8267.degrees latitude (g = 980.6199 gals.).
 DE8267
 DE8267.The modeled gravity was interpolated from observed gravity values.
 DE8267
 DE8267;                    North         East    Units  Estimated Accuracy
 DE8267;SPC MN S     -   325,370.      851,420.      MT  (+/- 180 meters Scaled)
 DE8267
 DE8267                          SUPERSEDED SURVEY CONTROL
 DE8267
 DE8267.No superseded survey control is available for this station.
 DE8267
 DE8267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK726859(NAD 83)
 DE8267
 DE8267_MARKER: DD = SURVEY DISK
 DE8267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8267_STAMPING: 2735 AE 1998
 DE8267_MARK LOGO: MNDT  
 DE8267_PROJECTION: FLUSH
 DE8267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8267+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 DE8267_ROD/PIPE-DEPTH: 15.2 meters
 DE8267
 DE8267  HISTORY     - Date     Condition        Report By
 DE8267  HISTORY     - 1998     MONUMENTED       MNDT
 DE8267  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 DE8267  HISTORY     - 20080630 MARK NOT FOUND   MNDT
 DE8267
 DE8267                          STATION DESCRIPTION
 DE8267
 DE8267'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8267'IN ROBBINSDALE, 0.35 MI (0.56 KM) NORTH ALONG TH 100 FROM JCT OF TH
 DE8267'100 AND 36TH AVE, AT TH 100 MP 11.85, 25.0 FT (7.6 M) WEST OF CYCLONE
 DE8267'FENCE, 44.0 FT (13.4 M) ESE OF TRIPLE SILVER MAPLE TREE, 152.3 FT
 DE8267'(46.4 M) EAST OF UNITY AVE, 56.  5 FT (1.5 M) NE OF SPRUCE TREE, ABOUT
 DE8267'150 FT (45.7 M) NORTH OF WALK BRIDGE OVER TH 100, 3 FT (0.9 M) NORTH
 DE8267'OF WIT POST.
 DE8267
 DE8267                          STATION RECOVERY (2007)
 DE8267
 DE8267'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8267'THE MARK WAS NOT RECOVERED.
 DE8267
 DE8267                          STATION RECOVERY (2008)
 DE8267
 DE8267'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8267'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7860 ***********************************************************************
 DL7860  DESIGNATION -  2735 AG
 DL7860  PID         -  DL7860
 DL7860  STATE/COUNTY-  MN/HENNEPIN
 DL7860  COUNTRY     -  US
 DL7860  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DL7860
 DL7860                         *CURRENT SURVEY CONTROL
 DL7860  ______________________________________________________________________
 DL7860* NAD 83(2007) POSITION- 45 02 07.39147(N) 093 20 41.17439(W)   ADJUSTED  
 DL7860* NAD 83(2007) ELLIP HT-   241.435 (meters)        (06/23/10)   ADJUSTED
 DL7860* NAD 83(2007) EPOCH   -  2002.00
 DL7860* NAVD 88 ORTHO HEIGHT -   268.53   (meters)     881.0   (feet) LEVELING  
 DL7860  ______________________________________________________________________
 DL7860  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DL7860  NAD 83(2007) X  -   -263,422.479 (meters)                     COMP
 DL7860  NAD 83(2007) Y  - -4,507,288.756 (meters)                     COMP
 DL7860  NAD 83(2007) Z  -  4,490,299.129 (meters)                     COMP
 DL7860  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC09
 DL7860  HORZ ORDER      -  FIRST
 DL7860  VERT ORDER      -  THIRD ?
 DL7860  ELLP ORDER      -  THIRD     CLASS I
 DL7860
 DL7860.The horizontal coordinates were established by GPS observations
 DL7860.and adjusted by the MN DEPT OF TRANSP in June 2010.
 DL7860
 DL7860.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7860.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7860
 DL7860.The horizontal coordinates are valid at the epoch date displayed above
 DL7860.which is a decimal equivalence of Year/Month/Day.
 DL7860
 DL7860.The orthometric height was determined by differential leveling.
 DL7860.The vertical network tie was performed by a horz. field party for horz.
 DL7860.obs reductions. Reset procedures were used to establish the elevation.
 DL7860
 DL7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7860
 DL7860.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7860
 DL7860.The ellipsoidal height was determined by GPS observations
 DL7860.and is referenced to NAD 83.
 DL7860
 DL7860. The following values were computed from the NAD 83(2007) position.
 DL7860
 DL7860;                    North         East     Units Scale Factor Converg.
 DL7860;SPC MN S     -   326,366.129   851,628.612   MT  0.99996544   +0 27 33.4
 DL7860;SPC MN S     - 1,070,752.87  2,794,051.54   sFT  0.99996544   +0 27 33.4
 DL7860;UTM  15      - 4,986,939.217   472,843.529   MT  0.99960907   -0 14 38.2
 DL7860
 DL7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7860!SPC MN S     -   0.99996215  x   0.99996544  =   0.99992759
 DL7860!UTM  15      -   0.99996215  x   0.99960907  =   0.99957123
 DL7860
 DL7860:                Primary Azimuth Mark                     Grid Az
 DL7860:SPC MN S     -  2735 AK                                  189 35 35.7
 DL7860:UTM  15      -  2735 AK                                  190 17 47.3
 DL7860
 DL7860|---------------------------------------------------------------------|
 DL7860| PID    Reference Object                     Distance      Geod. Az  |
 DL7860|                                                           dddmmss.s |
 DL7860| DL7861 2735 AK                             APPROX. 1.6 KM 1900309.1 |
 DL7860| DL5363 KARELS                              479.475 METERS 2064936.7 |
 DL7860|---------------------------------------------------------------------|
 DL7860
 DL7860                          SUPERSEDED SURVEY CONTROL
 DL7860
 DL7860.No superseded survey control is available for this station.
 DL7860
 DL7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7284386939(NAD 83)
 DL7860
 DL7860_MARKER: DV = VERTICAL CONTROL DISK
 DL7860_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL7860_SP_SET: BRIDGE WALKWAY
 DL7860_STAMPING: 2735 AG 2008
 DL7860_MARK LOGO: MNDT  
 DL7860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7860+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 DL7860
 DL7860  HISTORY     - Date     Condition        Report By
 DL7860  HISTORY     - 20010401 MONUMENTED       MNDT
 DL7860  HISTORY     - 20080520 GOOD             MNDT
 DL7860  HISTORY     - 20080710 GOOD             MNDT
 DL7860
 DL7860                          STATION DESCRIPTION
 DL7860
 DL7860'DESCRIBED BY MN DEPT OF TRANSP 2008 (JLM)
 DL7860'THE MARK IS 1.0 MI (1.6 KM) WEST OF CRYSTAL, IN SIDEWALK IN SOUTHWEST
 DL7860'CORNER OF NORTH BROADWAY BRIDGE NUMBER 27170 OVER TRUNK HIGHWAY 100.
 DL7860' 
 DL7860'0.2 MI (160.9 KM) EAST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF TRUNK
 DL7860'HIGHWAY 100 AND COUNTY ROAD 81 IN CRYSTAL, THEN 0.1 MI (0.2 KM) SOUTH
 DL7860'ON COUNTY ROAD COUNTY ROAD 9/42ND AVENUE NORTH, THEN 0.3 MI (0.5 KM)
 DL7860'WEST ON COUNTY ROAD 8 (WEST BROADWAY STREET).
 DL7860' 
 DL7860'IT IS 2.0 FT (0.6 M) NORTH OF BRIDGE RAILING.
 DL7860' 
 DL7860'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2001 THEN STAMPED WHEN USED IN
 DL7860'2008.
 DL7860
 DL7860                          STATION RECOVERY (2008)
 DL7860
 DL7860'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DL7860'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7860'THE MARK IS 1.0 MILE WEST OF CRYSTAL, IN SIDEWALK IN SOUTHWEST CORNER
 DL7860'OF NORTH BROADWAY BRIDGE NUMBER 27170 OVER TRUNK HIGHWAY 100, 0.2 MILE
 DL7860'EAST ALONG COUNTY ROAD 81 FROM JUNCTION OF TRUNK HIGHWAY 100 AND
 DL7860'COUNTY ROAD 81 IN CRYSTAL, THEN 0.1 MILE SOUTH ON COUNTY ROAD 9 (42ND
 DL7860'AVENUE NORTH), THEN 0.3 MILE WEST ON COUNTY ROAD 8 (WEST BROADWAY),
 DL7860'2.0 FEET NORTH OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6108 ***********************************************************************
 DM6108  DESIGNATION -  2735 AJ
 DM6108  PID         -  DM6108
 DM6108  STATE/COUNTY-  MN/HENNEPIN
 DM6108  COUNTRY     -  US
 DM6108  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DM6108
 DM6108                         *CURRENT SURVEY CONTROL
 DM6108  ______________________________________________________________________
 DM6108* NAD 83(1986) POSITION- 45 00 27.5    (N) 093 20 55.4    (W)   HD_HELD2  
 DM6108* NAVD 88 ORTHO HEIGHT -   260.682  (meters)     855.25  (feet) ADJUSTED  
 DM6108  ______________________________________________________________________
 DM6108  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DM6108  DYNAMIC HEIGHT  -        260.678 (meters)      855.24  (feet) COMP
 DM6108  MODELED GRAVITY -    980,593.4   (mgal)                       NAVD 88
 DM6108
 DM6108  VERT ORDER      -  SECOND    CLASS I
 DM6108
 DM6108.The horizontal coordinates were established by autonomous hand held GPS
 DM6108.observations and have an estimated accuracy of +/- 10 meters.
 DM6108.
 DM6108.The orthometric height was determined by differential leveling and
 DM6108.adjusted in June 2011.
 DM6108
 DM6108.No vertical observational check was made to the station.
 DM6108
 DM6108.The dynamic height is computed by dividing the NAVD 88
 DM6108.geopotential number by the normal gravity value computed on the
 DM6108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6108.degrees latitude (g = 980.6199 gals.).
 DM6108
 DM6108.The modeled gravity was interpolated from observed gravity values.
 DM6108
 DM6108;                    North         East    Units  Estimated Accuracy
 DM6108;SPC MN S     -   323,280.      851,342.      MT  (+/- 10 meters HH2 GPS)
 DM6108
 DM6108                          SUPERSEDED SURVEY CONTROL
 DM6108
 DM6108.No superseded survey control is available for this station.
 DM6108
 DM6108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7251983858(NAD 83)
 DM6108
 DM6108_MARKER: DD = SURVEY DISK
 DM6108_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6108_SP_SET: BRIDGE ABUTMENT
 DM6108_STAMPING: 2735 AJ 2008
 DM6108_MARK LOGO: MNDT  
 DM6108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6108+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DM6108
 DM6108  HISTORY     - Date     Condition        Report By
 DM6108  HISTORY     - 20030401 MONUMENTED       MNDT
 DM6108  HISTORY     - 20090927 GOOD             MNDT
 DM6108
 DM6108                          STATION DESCRIPTION
 DM6108
 DM6108'DESCRIBED BY MN DEPT OF TRANSP 2009 (BJB)
 DM6108'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF
 DM6108'OSSEO.
 DM6108' 
 DM6108'TO REACH THE MARK 8.0 MI (12.9 KM) NORTHEAST OF HOPKINS AND 4.6 MI
 DM6108'(7.4 KM) WEST-NORTHWEST OF MINNEAPOLIS, THE MARK IS IN CRYSTAL.  IN
 DM6108'ABUTMENT IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE NUMBER 27A71 OVER
 DM6108'TRUNK HIGHWAY 100.
 DM6108' 
 DM6108'IT IS 0.25 MI (0.4 KM) EAST ALONG 36TH AVENUE FROM THE JUNCTION OF
 DM6108'36TH AVENUE AND TRUNK HIGHWAY 100 IN CRYSTAL, THEN 0.35 MI (0.6 KM)
 DM6108'SOUTH ON REGENT AVENUE NORTH, THEN 265 FT (80.8 M) WEST ON 33RD AVENUE
 DM6108'NORTH, THEN 0.25 MI (0.4 KM) NORTH AND WEST ON SCOTT AVENUE NORTH,
 DM6108'THEN 0.65 MI (1.0 KM) SOUTH ON LILAC DRIVE NORTH, 7.3 FT (2.2 M) EAST
 DM6108'OF PEDESTRIAN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7861 ***********************************************************************
 DL7861  DESIGNATION -  2735 AK
 DL7861  PID         -  DL7861
 DL7861  STATE/COUNTY-  MN/HENNEPIN
 DL7861  COUNTRY     -  US
 DL7861  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DL7861
 DL7861                         *CURRENT SURVEY CONTROL
 DL7861  ______________________________________________________________________
 DL7861* NAD 83(2007) POSITION- 45 01 15.18030(N) 093 20 54.22456(W)   ADJUSTED  
 DL7861* NAD 83(2007) ELLIP HT-   242.139 (meters)        (06/23/10)   ADJUSTED
 DL7861* NAD 83(2007) EPOCH   -  2002.00
 DL7861* NAVD 88 ORTHO HEIGHT -   269.19   (meters)     883.2   (feet) LEVELING  
 DL7861  ______________________________________________________________________
 DL7861  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DL7861  NAD 83(2007) X  -   -263,774.280 (meters)                     COMP
 DL7861  NAD 83(2007) Y  - -4,508,410.922 (meters)                     COMP
 DL7861  NAD 83(2007) Z  -  4,489,160.455 (meters)                     COMP
 DL7861  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC09
 DL7861  HORZ ORDER      -  FIRST
 DL7861  VERT ORDER      -  THIRD ?
 DL7861  ELLP ORDER      -  THIRD     CLASS I
 DL7861
 DL7861.The horizontal coordinates were established by GPS observations
 DL7861.and adjusted by the MN DEPT OF TRANSP in June 2010.
 DL7861
 DL7861.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7861.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7861
 DL7861.The horizontal coordinates are valid at the epoch date displayed above
 DL7861.which is a decimal equivalence of Year/Month/Day.
 DL7861
 DL7861.The orthometric height was determined by differential leveling.
 DL7861.The vertical network tie was performed by a horz. field party for horz.
 DL7861.obs reductions. Reset procedures were used to establish the elevation.
 DL7861
 DL7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7861
 DL7861.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7861
 DL7861.The ellipsoidal height was determined by GPS observations
 DL7861.and is referenced to NAD 83.
 DL7861
 DL7861. The following values were computed from the NAD 83(2007) position.
 DL7861
 DL7861;                    North         East     Units Scale Factor Converg.
 DL7861;SPC MN S     -   324,752.191   851,355.831   MT  0.99996311   +0 27 24.2
 DL7861;SPC MN S     - 1,065,457.81  2,793,156.59   sFT  0.99996311   +0 27 24.2
 DL7861;UTM  15      - 4,985,329.320   472,551.065   MT  0.99960926   -0 14 47.2
 DL7861
 DL7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7861!SPC MN S     -   0.99996204  x   0.99996311  =   0.99992515
 DL7861!UTM  15      -   0.99996204  x   0.99960926  =   0.99957131
 DL7861
 DL7861:                Primary Azimuth Mark                     Grid Az
 DL7861:SPC MN S     -  ROBBINS                                  011 32 17.3
 DL7861:UTM  15      -  ROBBINS                                  012 14 28.7
 DL7861
 DL7861|---------------------------------------------------------------------|
 DL7861| PID    Reference Object                     Distance      Geod. Az  |
 DL7861|                                                           dddmmss.s |
 DL7861| DL7863 ROBBINS                             405.548 METERS 0115941.5 |
 DL7861|---------------------------------------------------------------------|
 DL7861
 DL7861                          SUPERSEDED SURVEY CONTROL
 DL7861
 DL7861.No superseded survey control is available for this station.
 DL7861
 DL7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7255185329(NAD 83)
 DL7861
 DL7861_MARKER: DD = SURVEY DISK
 DL7861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL7861_SP_SET: BRIDGE RAILING
 DL7861_STAMPING: 2735 AK 2000
 DL7861_MARK LOGO: MNDT  
 DL7861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7861+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 DL7861
 DL7861  HISTORY     - Date     Condition        Report By
 DL7861  HISTORY     - 20000401 MONUMENTED       MNDT
 DL7861  HISTORY     - 20080528 GOOD             MNDT
 DL7861  HISTORY     - 20080807 GOOD             MNDT
 DL7861
 DL7861                          STATION DESCRIPTION
 DL7861
 DL7861'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DL7861'RECOVERED AS DESCRIBED.
 DL7861
 DL7861                          STATION RECOVERY (2008)
 DL7861
 DL7861'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (BOO)
 DL7861'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7861'THE MARK IS IN CRYSTAL, IN SIDEWALK IN SOUTHEAST CORNER OF 36TH AVENUE
 DL7861'NORTH BRIDGE NUMBER 27168 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DL7861'36TH AVENUE NORTH AND TRUNK HIGHWAY 100 IN CRYSTAL, 15.3 FEET SOUTH OF
 DL7861'EASTBOUND 36TH AVENUE NORTH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6321 ***********************************************************************
 DK6321  DESIGNATION -  2735 BB
 DK6321  PID         -  DK6321
 DK6321  STATE/COUNTY-  MN/HENNEPIN
 DK6321  COUNTRY     -  US
 DK6321  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6321
 DK6321                         *CURRENT SURVEY CONTROL
 DK6321  ______________________________________________________________________
 DK6321* NAD 83(1986) POSITION- 44 58 14.     (N) 093 20 31.     (W)   SCALED    
 DK6321* NAVD 88 ORTHO HEIGHT -   274.526  (meters)     900.67  (feet) ADJUSTED  
 DK6321  ______________________________________________________________________
 DK6321  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6321  DYNAMIC HEIGHT  -        274.520 (meters)      900.65  (feet) COMP
 DK6321  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6321
 DK6321  VERT ORDER      -  SECOND    CLASS I
 DK6321
 DK6321.The horizontal coordinates were scaled from a topographic map and have
 DK6321.an estimated accuracy of +/- 6 seconds.
 DK6321.
 DK6321.The orthometric height was determined by differential leveling and
 DK6321.adjusted in May 2010.
 DK6321
 DK6321.The dynamic height is computed by dividing the NAVD 88
 DK6321.geopotential number by the normal gravity value computed on the
 DK6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6321.degrees latitude (g = 980.6199 gals.).
 DK6321
 DK6321.The modeled gravity was interpolated from observed gravity values.
 DK6321
 DK6321;                    North         East    Units  Estimated Accuracy
 DK6321;SPC MN S     -   319,160.      851,910.      MT  (+/- 180 meters Scaled)
 DK6321
 DK6321                          SUPERSEDED SURVEY CONTROL
 DK6321
 DK6321.No superseded survey control is available for this station.
 DK6321
 DK6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK730797(NAD 83)
 DK6321
 DK6321_MARKER: DV = VERTICAL CONTROL DISK
 DK6321_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6321_SP_SET: BRIDGE ABUTMENT
 DK6321_STAMPING: 2735 BB 1993
 DK6321_MARK LOGO: MNDT  
 DK6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6321+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1994
 DK6321
 DK6321  HISTORY     - Date     Condition        Report By
 DK6321  HISTORY     - 19940303 MONUMENTED       MNDT
 DK6321
 DK6321                          STATION DESCRIPTION
 DK6321
 DK6321'DESCRIBED BY MN DEPT OF TRANSP 1994
 DK6321'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF
 DK6321'BLOOMINGTON, 6.7 MI (10.8 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6321'(6.3 KM) WEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6321'BRIDGE RAILING AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER 27751
 DK6321'(WEST BOUND FAI 394 HOV LANE OFF RAMP FOR SOUTH BOUND TRUNK HIGHWAY
 DK6321'100) OVER EAST BOUND FAI 394, AT FAI 394 MILEPOST 5.75, AT THE
 DK6321'JUNCTION OF FAI 394 AND TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6335 ***********************************************************************
 DK6335  DESIGNATION -  2735 BC
 DK6335  PID         -  DK6335
 DK6335  STATE/COUNTY-  MN/HENNEPIN
 DK6335  COUNTRY     -  US
 DK6335  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6335
 DK6335                         *CURRENT SURVEY CONTROL
 DK6335  ______________________________________________________________________
 DK6335* NAD 83(1986) POSITION- 44 58 12.     (N) 093 20 36.     (W)   SCALED    
 DK6335* NAVD 88 ORTHO HEIGHT -   271.405  (meters)     890.43  (feet) ADJUSTED  
 DK6335  ______________________________________________________________________
 DK6335  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6335  DYNAMIC HEIGHT  -        271.399 (meters)      890.41  (feet) COMP
 DK6335  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6335
 DK6335  VERT ORDER      -  SECOND    CLASS I
 DK6335
 DK6335.The horizontal coordinates were scaled from a topographic map and have
 DK6335.an estimated accuracy of +/- 6 seconds.
 DK6335.
 DK6335.The orthometric height was determined by differential leveling and
 DK6335.adjusted in May 2010.
 DK6335
 DK6335.The dynamic height is computed by dividing the NAVD 88
 DK6335.geopotential number by the normal gravity value computed on the
 DK6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6335.degrees latitude (g = 980.6199 gals.).
 DK6335
 DK6335.The modeled gravity was interpolated from observed gravity values.
 DK6335
 DK6335;                    North         East    Units  Estimated Accuracy
 DK6335;SPC MN S     -   319,100.      851,800.      MT  (+/- 180 meters Scaled)
 DK6335
 DK6335                          SUPERSEDED SURVEY CONTROL
 DK6335
 DK6335.No superseded survey control is available for this station.
 DK6335
 DK6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729796(NAD 83)
 DK6335
 DK6335_MARKER: DV = VERTICAL CONTROL DISK
 DK6335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6335_SP_SET: BRIDGE RAILING
 DK6335_STAMPING: 2735 BC 1993
 DK6335_MARK LOGO: MNDT  
 DK6335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6335+STABILITY: SURFACE MOTION
 DK6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6335+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6335
 DK6335  HISTORY     - Date     Condition        Report By
 DK6335  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6335
 DK6335                          STATION DESCRIPTION
 DK6335
 DK6335'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6335'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF
 DK6335'BLOOMINGTON, 6.6 MI (10.7 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6335'(6.4 KM) WEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6335'BRIDGE RAILING AT THE SOUTH CORNER OF THE EAST LEG OF FAI 394 BRIDGE
 DK6335'NUMBER 27751 (WEST BOUND FAI 394 HOV LANE RAMP FOR SOUTH BOUND TRUNK
 DK6335'HIGHWAY 100) OVER FAI 394, AT FAI 394 MILEPOST 5.75, AT THE JUNCTION
 DK6335'OF FAI 394 AND TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6360 ***********************************************************************
 DK6360  DESIGNATION -  2735 BD
 DK6360  PID         -  DK6360
 DK6360  STATE/COUNTY-  MN/HENNEPIN
 DK6360  COUNTRY     -  US
 DK6360  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6360
 DK6360                         *CURRENT SURVEY CONTROL
 DK6360  ______________________________________________________________________
 DK6360* NAD 83(1986) POSITION- 44 58 18.     (N) 093 20 33.     (W)   SCALED    
 DK6360* NAVD 88 ORTHO HEIGHT -   271.208  (meters)     889.79  (feet) ADJUSTED  
 DK6360  ______________________________________________________________________
 DK6360  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6360  DYNAMIC HEIGHT  -        271.203 (meters)      889.77  (feet) COMP
 DK6360  MODELED GRAVITY -    980,587.6   (mgal)                       NAVD 88
 DK6360
 DK6360  VERT ORDER      -  SECOND    CLASS I
 DK6360
 DK6360.The horizontal coordinates were scaled from a topographic map and have
 DK6360.an estimated accuracy of +/- 6 seconds.
 DK6360.
 DK6360.The orthometric height was determined by differential leveling and
 DK6360.adjusted in May 2010.
 DK6360
 DK6360.The dynamic height is computed by dividing the NAVD 88
 DK6360.geopotential number by the normal gravity value computed on the
 DK6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6360.degrees latitude (g = 980.6199 gals.).
 DK6360
 DK6360.The modeled gravity was interpolated from observed gravity values.
 DK6360
 DK6360;                    North         East    Units  Estimated Accuracy
 DK6360;SPC MN S     -   319,290.      851,860.      MT  (+/- 180 meters Scaled)
 DK6360
 DK6360                          SUPERSEDED SURVEY CONTROL
 DK6360
 DK6360.No superseded survey control is available for this station.
 DK6360
 DK6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729798(NAD 83)
 DK6360
 DK6360_MARKER: DV = VERTICAL CONTROL DISK
 DK6360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6360_SP_SET: BRIDGE WINGWALL
 DK6360_STAMPING: 2735 BD 1993
 DK6360_MARK LOGO: MNDT  
 DK6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6360+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6360
 DK6360  HISTORY     - Date     Condition        Report By
 DK6360  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6360
 DK6360                          STATION DESCRIPTION
 DK6360
 DK6360'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6360'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF
 DK6360'BLOOMINGTON, 6.7 MI (10.8 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6360'(6.3 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6360'BRIDGE WING WALL AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER
 DK6360'27754 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR WEST BOUND FAI 394)
 DK6360'OVER COLONIAL POND, AT FAI 394 MILEPOST 5.85 AT THE JUNCTION OF TRUNK
 DK6360'HIGHWAY 100 AND FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6359 ***********************************************************************
 DK6359  DESIGNATION -  2735 BE
 DK6359  PID         -  DK6359
 DK6359  STATE/COUNTY-  MN/HENNEPIN
 DK6359  COUNTRY     -  US
 DK6359  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6359
 DK6359                         *CURRENT SURVEY CONTROL
 DK6359  ______________________________________________________________________
 DK6359* NAD 83(1986) POSITION- 44 58 24.     (N) 093 20 30.     (W)   SCALED    
 DK6359* NAVD 88 ORTHO HEIGHT -   267.875  (meters)     878.85  (feet) ADJUSTED  
 DK6359  ______________________________________________________________________
 DK6359  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6359  DYNAMIC HEIGHT  -        267.869 (meters)      878.83  (feet) COMP
 DK6359  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 DK6359
 DK6359  VERT ORDER      -  SECOND    CLASS I
 DK6359
 DK6359.The horizontal coordinates were scaled from a topographic map and have
 DK6359.an estimated accuracy of +/- 6 seconds.
 DK6359.
 DK6359.The orthometric height was determined by differential leveling and
 DK6359.adjusted in May 2010.
 DK6359
 DK6359.The dynamic height is computed by dividing the NAVD 88
 DK6359.geopotential number by the normal gravity value computed on the
 DK6359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6359.degrees latitude (g = 980.6199 gals.).
 DK6359
 DK6359.The modeled gravity was interpolated from observed gravity values.
 DK6359
 DK6359;                    North         East    Units  Estimated Accuracy
 DK6359;SPC MN S     -   319,470.      851,930.      MT  (+/- 180 meters Scaled)
 DK6359
 DK6359                          SUPERSEDED SURVEY CONTROL
 DK6359
 DK6359.No superseded survey control is available for this station.
 DK6359
 DK6359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK730800(NAD 83)
 DK6359
 DK6359_MARKER: DV = VERTICAL CONTROL DISK
 DK6359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6359_SP_SET: BRIDGE WINGWALL
 DK6359_STAMPING: 2735 BE 1993
 DK6359_MARK LOGO: MNDT  
 DK6359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6359+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6359
 DK6359  HISTORY     - Date     Condition        Report By
 DK6359  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6359
 DK6359                          STATION DESCRIPTION
 DK6359
 DK6359'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6359'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF NEW BRIGHTON,
 DK6359'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 3.8 MI (6.2 KM) WEST OF
 DK6359'MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE WING WALL AT
 DK6359'THE NORTHEAST CORNER OF FAI 394 BRIDGE NUMBER 27754 (SOUTH BOUND TRUNK
 DK6359'HIGHWAY 100 OFF RAMP FOR WEST BOUND FAI 394) OVER COLONIAL POND, AT
 DK6359'FAI 394 MILEPOST 5.85 AT THE JUNCTION OF TRUNK HIGHWAY 100 AND FAI
 DK6359'394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6322 ***********************************************************************
 DK6322  DESIGNATION -  2735 BF
 DK6322  PID         -  DK6322
 DK6322  STATE/COUNTY-  MN/HENNEPIN
 DK6322  COUNTRY     -  US
 DK6322  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6322
 DK6322                         *CURRENT SURVEY CONTROL
 DK6322  ______________________________________________________________________
 DK6322* NAD 83(1986) POSITION- 44 58 06.     (N) 093 20 34.     (W)   SCALED    
 DK6322* NAVD 88 ORTHO HEIGHT -   276.416  (meters)     906.87  (feet) ADJUSTED  
 DK6322  ______________________________________________________________________
 DK6322  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6322  DYNAMIC HEIGHT  -        276.410 (meters)      906.86  (feet) COMP
 DK6322  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK6322
 DK6322  VERT ORDER      -  SECOND    CLASS I
 DK6322
 DK6322.The horizontal coordinates were scaled from a topographic map and have
 DK6322.an estimated accuracy of +/- 6 seconds.
 DK6322.
 DK6322.The orthometric height was determined by differential leveling and
 DK6322.adjusted in May 2010.
 DK6322
 DK6322.The dynamic height is computed by dividing the NAVD 88
 DK6322.geopotential number by the normal gravity value computed on the
 DK6322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6322.degrees latitude (g = 980.6199 gals.).
 DK6322
 DK6322.The modeled gravity was interpolated from observed gravity values.
 DK6322
 DK6322;                    North         East    Units  Estimated Accuracy
 DK6322;SPC MN S     -   318,920.      851,850.      MT  (+/- 180 meters Scaled)
 DK6322
 DK6322                          SUPERSEDED SURVEY CONTROL
 DK6322
 DK6322.No superseded survey control is available for this station.
 DK6322
 DK6322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729794(NAD 83)
 DK6322
 DK6322_MARKER: DV = VERTICAL CONTROL DISK
 DK6322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6322_SP_SET: BRIDGE ABUTMENT
 DK6322_STAMPING: 2735 BF 1993
 DK6322_MARK LOGO: MNDT  
 DK6322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6322+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6322
 DK6322  HISTORY     - Date     Condition        Report By
 DK6322  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6322
 DK6322                          STATION DESCRIPTION
 DK6322
 DK6322'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6322'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DK6322'BLOOMINGTON, 6.6 MI (10.6 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6322'(6.4 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6322'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER
 DK6322'27748 (WEST BOUND FAI 394 HOV LANE OFF RAMP FOR SOUTH BOUND TRUNK
 DK6322'HIGHWAY 100) OVER SOUTH FRONTAGE ROAD, AT FAI 394 MILEPOST 5.75, AT
 DK6322'THE JUNCTION OF FAI 394 AND TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6356 ***********************************************************************
 DK6356  DESIGNATION -  2735 BG
 DK6356  PID         -  DK6356
 DK6356  STATE/COUNTY-  MN/HENNEPIN
 DK6356  COUNTRY     -  US
 DK6356  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6356
 DK6356                         *CURRENT SURVEY CONTROL
 DK6356  ______________________________________________________________________
 DK6356* NAD 83(1986) POSITION- 44 57 43.     (N) 093 20 42.     (W)   SCALED    
 DK6356* NAVD 88 ORTHO HEIGHT -   279.826  (meters)     918.06  (feet) ADJUSTED  
 DK6356  ______________________________________________________________________
 DK6356  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6356  DYNAMIC HEIGHT  -        279.820 (meters)      918.04  (feet) COMP
 DK6356  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DK6356
 DK6356  VERT ORDER      -  SECOND    CLASS I
 DK6356
 DK6356.The horizontal coordinates were scaled from a topographic map and have
 DK6356.an estimated accuracy of +/- 6 seconds.
 DK6356.
 DK6356.The orthometric height was determined by differential leveling and
 DK6356.adjusted in May 2010.
 DK6356
 DK6356.The dynamic height is computed by dividing the NAVD 88
 DK6356.geopotential number by the normal gravity value computed on the
 DK6356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6356.degrees latitude (g = 980.6199 gals.).
 DK6356
 DK6356.The modeled gravity was interpolated from observed gravity values.
 DK6356
 DK6356;                    North         East    Units  Estimated Accuracy
 DK6356;SPC MN S     -   318,210.      851,680.      MT  (+/- 180 meters Scaled)
 DK6356
 DK6356                          SUPERSEDED SURVEY CONTROL
 DK6356
 DK6356.No superseded survey control is available for this station.
 DK6356
 DK6356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727787(NAD 83)
 DK6356
 DK6356_MARKER: DV = VERTICAL CONTROL DISK
 DK6356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6356_SP_SET: BRIDGE RAILING
 DK6356_STAMPING: 2735 BG 1993
 DK6356_MARK LOGO: MNDT  
 DK6356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6356+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6356
 DK6356  HISTORY     - Date     Condition        Report By
 DK6356  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6356
 DK6356                          STATION DESCRIPTION
 DK6356
 DK6356'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6356'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF
 DK6356'BLOOMINGTON, 6.3 MI (10.2 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6356'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6356'IN THE BRIDGE RAILING AT THE NORTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6356'BRIDGE NUMBER 27789 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO
 DK6356'STEPHAN'S DRIVE) OVER CEDAR LAKE ROAD RAMP, AT TRUNK HIGHWAY 100
 DK6356'MILEPOST 7.35, 0.4 MI (0.6 KM) SOUTH OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6362 ***********************************************************************
 DK6362  DESIGNATION -  2735 BH
 DK6362  PID         -  DK6362
 DK6362  STATE/COUNTY-  MN/HENNEPIN
 DK6362  COUNTRY     -  US
 DK6362  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6362
 DK6362                         *CURRENT SURVEY CONTROL
 DK6362  ______________________________________________________________________
 DK6362* NAD 83(1986) POSITION- 44 57 51.     (N) 093 20 39.     (W)   SCALED    
 DK6362* NAVD 88 ORTHO HEIGHT -   278.335  (meters)     913.17  (feet) ADJUSTED  
 DK6362  ______________________________________________________________________
 DK6362  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6362  DYNAMIC HEIGHT  -        278.328 (meters)      913.15  (feet) COMP
 DK6362  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 DK6362
 DK6362  VERT ORDER      -  SECOND    CLASS I
 DK6362
 DK6362.The horizontal coordinates were scaled from a topographic map and have
 DK6362.an estimated accuracy of +/- 6 seconds.
 DK6362.
 DK6362.The orthometric height was determined by differential leveling and
 DK6362.adjusted in May 2010.
 DK6362
 DK6362.The dynamic height is computed by dividing the NAVD 88
 DK6362.geopotential number by the normal gravity value computed on the
 DK6362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6362.degrees latitude (g = 980.6199 gals.).
 DK6362
 DK6362.The modeled gravity was interpolated from observed gravity values.
 DK6362
 DK6362;                    North         East    Units  Estimated Accuracy
 DK6362;SPC MN S     -   318,450.      851,740.      MT  (+/- 180 meters Scaled)
 DK6362
 DK6362                          SUPERSEDED SURVEY CONTROL
 DK6362
 DK6362.No superseded survey control is available for this station.
 DK6362
 DK6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK728790(NAD 83)
 DK6362
 DK6362_MARKER: DV = VERTICAL CONTROL DISK
 DK6362_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6362_SP_SET: BRIDGE RAILING
 DK6362_STAMPING: 2735 BH 1993
 DK6362_MARK LOGO: MNDT  
 DK6362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6362+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6362
 DK6362  HISTORY     - Date     Condition        Report By
 DK6362  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6362
 DK6362                          STATION DESCRIPTION
 DK6362
 DK6362'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6362'THE MARK IS LOCATED ABOUT 8.4 MI (13.6 KM) NORTH-NORTHWEST OF
 DK6362'BLOOMINGTON, 6.1 MI (9.9 KM) EAST-NORTHEAST OF HOPKINS AND 4.3 MI (7.0
 DK6362'KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6362'BRIDGE RAILING AT THE SOUTHEAST CORNER TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK6362'27789 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO STEPHANS DRIVE) OVER
 DK6362'CEDAR LAKE ROAD RAMP, AT TRUNK HIGHWAY 100 MILEPOST 7.35, 0.4 MI (0.6
 DK6362'KM) SOUTH OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6323 ***********************************************************************
 DK6323  DESIGNATION -  2735 BJ
 DK6323  PID         -  DK6323
 DK6323  STATE/COUNTY-  MN/HENNEPIN
 DK6323  COUNTRY     -  US
 DK6323  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6323
 DK6323                         *CURRENT SURVEY CONTROL
 DK6323  ______________________________________________________________________
 DK6323* NAD 83(1986) POSITION- 44 57 41.     (N) 093 20 42.     (W)   SCALED    
 DK6323* NAVD 88 ORTHO HEIGHT -   281.510  (meters)     923.59  (feet) ADJUSTED  
 DK6323  ______________________________________________________________________
 DK6323  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6323  DYNAMIC HEIGHT  -        281.504 (meters)      923.57  (feet) COMP
 DK6323  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK6323
 DK6323  VERT ORDER      -  SECOND    CLASS I
 DK6323
 DK6323.The horizontal coordinates were scaled from a topographic map and have
 DK6323.an estimated accuracy of +/- 6 seconds.
 DK6323.
 DK6323.The orthometric height was determined by differential leveling and
 DK6323.adjusted in May 2010.
 DK6323
 DK6323.The dynamic height is computed by dividing the NAVD 88
 DK6323.geopotential number by the normal gravity value computed on the
 DK6323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6323.degrees latitude (g = 980.6199 gals.).
 DK6323
 DK6323.The modeled gravity was interpolated from observed gravity values.
 DK6323
 DK6323;                    North         East    Units  Estimated Accuracy
 DK6323;SPC MN S     -   318,140.      851,680.      MT  (+/- 180 meters Scaled)
 DK6323
 DK6323                          SUPERSEDED SURVEY CONTROL
 DK6323
 DK6323.No superseded survey control is available for this station.
 DK6323
 DK6323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727787(NAD 83)
 DK6323
 DK6323_MARKER: DV = VERTICAL CONTROL DISK
 DK6323_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6323_SP_SET: BRIDGE RAILING
 DK6323_STAMPING: 2735 BJ 1993
 DK6323_MARK LOGO: MNDT  
 DK6323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6323+STABILITY: SURFACE MOTION
 DK6323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6323+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6323
 DK6323  HISTORY     - Date     Condition        Report By
 DK6323  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6323
 DK6323                          STATION DESCRIPTION
 DK6323
 DK6323'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6323'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHWEST OF
 DK6323'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6323'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6323'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6323'BRIDGE NUMBER 27786 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK6323'STEPHAN'S DR) OVER RAILROAD TRACKS AND 23RD ST, AT TRUNK HIGHWAY 100
 DK6323'MILEPOST 7.15, 0.6 MI (1.0 KM) SOUTH OF THE JUNCTION OF TH 100 AND FAI
 DK6323'394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6325 ***********************************************************************
 DK6325  DESIGNATION -  2735 BK
 DK6325  PID         -  DK6325
 DK6325  STATE/COUNTY-  MN/HENNEPIN
 DK6325  COUNTRY     -  US
 DK6325  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6325
 DK6325                         *CURRENT SURVEY CONTROL
 DK6325  ______________________________________________________________________
 DK6325* NAD 83(1986) POSITION- 44 57 41.     (N) 093 20 40.     (W)   SCALED    
 DK6325* NAVD 88 ORTHO HEIGHT -   281.219  (meters)     922.63  (feet) ADJUSTED  
 DK6325  ______________________________________________________________________
 DK6325  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6325  DYNAMIC HEIGHT  -        281.212 (meters)      922.61  (feet) COMP
 DK6325  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK6325
 DK6325  VERT ORDER      -  SECOND    CLASS I
 DK6325
 DK6325.The horizontal coordinates were scaled from a topographic map and have
 DK6325.an estimated accuracy of +/- 6 seconds.
 DK6325.
 DK6325.The orthometric height was determined by differential leveling and
 DK6325.adjusted in May 2010.
 DK6325
 DK6325.The dynamic height is computed by dividing the NAVD 88
 DK6325.geopotential number by the normal gravity value computed on the
 DK6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6325.degrees latitude (g = 980.6199 gals.).
 DK6325
 DK6325.The modeled gravity was interpolated from observed gravity values.
 DK6325
 DK6325;                    North         East    Units  Estimated Accuracy
 DK6325;SPC MN S     -   318,140.      851,720.      MT  (+/- 180 meters Scaled)
 DK6325
 DK6325                          SUPERSEDED SURVEY CONTROL
 DK6325
 DK6325.No superseded survey control is available for this station.
 DK6325
 DK6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK728787(NAD 83)
 DK6325
 DK6325_MARKER: DV = VERTICAL CONTROL DISK
 DK6325_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6325_SP_SET: BRIDGE RAILING
 DK6325_STAMPING: 2735 BK 1993
 DK6325_MARK LOGO: MNDT  
 DK6325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6325+STABILITY: SURFACE MOTION
 DK6325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6325+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6325
 DK6325  HISTORY     - Date     Condition        Report By
 DK6325  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6325
 DK6325                          STATION DESCRIPTION
 DK6325
 DK6325'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6325'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHWEST OF
 DK6325'BLOOMINGTON, 6.3 MI (10.2 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6325'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6325'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6325'BRIDGE NUMBER 27787 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR CEDAR
 DK6325'LAKE RD) OVER RAILROAD TRACKS AND 23RD ST, AT TRUNK HIGHWAY 100
 DK6325'MILEPOST 7.15, 0.6 MI (1.0 KM) SOUTH OF THE JUNCTION OF TH 100 AND FAI
 DK6325'394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6324 ***********************************************************************
 DK6324  DESIGNATION -  2735 BL
 DK6324  PID         -  DK6324
 DK6324  STATE/COUNTY-  MN/HENNEPIN
 DK6324  COUNTRY     -  US
 DK6324  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6324
 DK6324                         *CURRENT SURVEY CONTROL
 DK6324  ______________________________________________________________________
 DK6324* NAD 83(1986) POSITION- 44 57 41.     (N) 093 20 40.     (W)   SCALED    
 DK6324* NAVD 88 ORTHO HEIGHT -   280.699  (meters)     920.93  (feet) ADJUSTED  
 DK6324  ______________________________________________________________________
 DK6324  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6324  DYNAMIC HEIGHT  -        280.693 (meters)      920.91  (feet) COMP
 DK6324  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK6324
 DK6324  VERT ORDER      -  SECOND    CLASS I
 DK6324
 DK6324.The horizontal coordinates were scaled from a topographic map and have
 DK6324.an estimated accuracy of +/- 6 seconds.
 DK6324.
 DK6324.The orthometric height was determined by differential leveling and
 DK6324.adjusted in May 2010.
 DK6324
 DK6324.The dynamic height is computed by dividing the NAVD 88
 DK6324.geopotential number by the normal gravity value computed on the
 DK6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6324.degrees latitude (g = 980.6199 gals.).
 DK6324
 DK6324.The modeled gravity was interpolated from observed gravity values.
 DK6324
 DK6324;                    North         East    Units  Estimated Accuracy
 DK6324;SPC MN S     -   318,140.      851,720.      MT  (+/- 180 meters Scaled)
 DK6324
 DK6324                          SUPERSEDED SURVEY CONTROL
 DK6324
 DK6324.No superseded survey control is available for this station.
 DK6324
 DK6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK728787(NAD 83)
 DK6324
 DK6324_MARKER: DV = VERTICAL CONTROL DISK
 DK6324_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6324_SP_SET: BRIDGE RAILING
 DK6324_STAMPING: 2735 BL 1993
 DK6324_MARK LOGO: MNDT  
 DK6324_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6324+STABILITY: SURFACE MOTION
 DK6324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6324+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6324
 DK6324  HISTORY     - Date     Condition        Report By
 DK6324  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6324
 DK6324                          STATION DESCRIPTION
 DK6324
 DK6324'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6324'THE MARK IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH-NORTHWEST OF
 DK6324'BLOOMINGTON, 6.3 MI (10.2 KM) EAST-NORTHEAST OF HOPKINS AND 4.2 MI
 DK6324'(6.7 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6324'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6324'BRIDGE NUMBER 5310 OVER 23RD ST AND RAILROAD TRACKS, AT TRUNK HIGHWAY
 DK6324'100 MILEPOST 7.15, 0.95 MI (1.5 KM) NORTH OF MINNETONKA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6357 ***********************************************************************
 DK6357  DESIGNATION -  2735 BM
 DK6357  PID         -  DK6357
 DK6357  STATE/COUNTY-  MN/HENNEPIN
 DK6357  COUNTRY     -  US
 DK6357  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6357
 DK6357                         *CURRENT SURVEY CONTROL
 DK6357  ______________________________________________________________________
 DK6357* NAD 83(1986) POSITION- 44 57 54.     (N) 093 20 35.     (W)   SCALED    
 DK6357* NAVD 88 ORTHO HEIGHT -   275.808  (meters)     904.88  (feet) ADJUSTED  
 DK6357  ______________________________________________________________________
 DK6357  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6357  DYNAMIC HEIGHT  -        275.801 (meters)      904.86  (feet) COMP
 DK6357  MODELED GRAVITY -    980,586.3   (mgal)                       NAVD 88
 DK6357
 DK6357  VERT ORDER      -  SECOND    CLASS I
 DK6357
 DK6357.The horizontal coordinates were scaled from a topographic map and have
 DK6357.an estimated accuracy of +/- 6 seconds.
 DK6357.
 DK6357.The orthometric height was determined by differential leveling and
 DK6357.adjusted in May 2010.
 DK6357
 DK6357.The dynamic height is computed by dividing the NAVD 88
 DK6357.geopotential number by the normal gravity value computed on the
 DK6357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6357.degrees latitude (g = 980.6199 gals.).
 DK6357
 DK6357.The modeled gravity was interpolated from observed gravity values.
 DK6357
 DK6357;                    North         East    Units  Estimated Accuracy
 DK6357;SPC MN S     -   318,550.      851,830.      MT  (+/- 180 meters Scaled)
 DK6357
 DK6357                          SUPERSEDED SURVEY CONTROL
 DK6357
 DK6357.No superseded survey control is available for this station.
 DK6357
 DK6357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729791(NAD 83)
 DK6357
 DK6357_MARKER: DV = VERTICAL CONTROL DISK
 DK6357_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6357_SP_SET: BRIDGE RAILING
 DK6357_STAMPING: 2735 BM 1993
 DK6357_MARK LOGO: MNDT  
 DK6357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6357+STABILITY: SURFACE MOTION
 DK6357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6357+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6357
 DK6357  HISTORY     - Date     Condition        Report By
 DK6357  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6357
 DK6357                          STATION DESCRIPTION
 DK6357
 DK6357'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6357'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF
 DK6357'BLOOMINGTON, 6.5 MI (10.4 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6357'(6.5 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6357'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6357'BRIDGE NUMBER 27788 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO EAST
 DK6357'BOUND FAI 394) OVER ON RAMP TO NORTH BOUND TRUNK HIGHWAY 100, AT TH
 DK6357'100 MILEPOST 7.35, 0.4 MI (0.6 KM) SOUTH OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6329 ***********************************************************************
 DK6329  DESIGNATION -  2735 BN
 DK6329  PID         -  DK6329
 DK6329  STATE/COUNTY-  MN/HENNEPIN
 DK6329  COUNTRY     -  US
 DK6329  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6329
 DK6329                         *CURRENT SURVEY CONTROL
 DK6329  ______________________________________________________________________
 DK6329* NAD 83(1986) POSITION- 44 58 05.     (N) 093 20 28.     (W)   SCALED    
 DK6329* NAVD 88 ORTHO HEIGHT -   277.431  (meters)     910.20  (feet) ADJUSTED  
 DK6329  ______________________________________________________________________
 DK6329  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6329  DYNAMIC HEIGHT  -        277.425 (meters)      910.19  (feet) COMP
 DK6329  MODELED GRAVITY -    980,586.7   (mgal)                       NAVD 88
 DK6329
 DK6329  VERT ORDER      -  SECOND    CLASS I
 DK6329
 DK6329.The horizontal coordinates were scaled from a topographic map and have
 DK6329.an estimated accuracy of +/- 6 seconds.
 DK6329.
 DK6329.The orthometric height was determined by differential leveling and
 DK6329.adjusted in May 2010.
 DK6329
 DK6329.The dynamic height is computed by dividing the NAVD 88
 DK6329.geopotential number by the normal gravity value computed on the
 DK6329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6329.degrees latitude (g = 980.6199 gals.).
 DK6329
 DK6329.The modeled gravity was interpolated from observed gravity values.
 DK6329
 DK6329;                    North         East    Units  Estimated Accuracy
 DK6329;SPC MN S     -   318,890.      851,980.      MT  (+/- 180 meters Scaled)
 DK6329
 DK6329                          SUPERSEDED SURVEY CONTROL
 DK6329
 DK6329.No superseded survey control is available for this station.
 DK6329
 DK6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK731794(NAD 83)
 DK6329
 DK6329_MARKER: DV = VERTICAL CONTROL DISK
 DK6329_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6329_SP_SET: BRIDGE RAILING
 DK6329_STAMPING: 2735 BN 1993
 DK6329_MARK LOGO: MNDT  
 DK6329_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6329+STABILITY: SURFACE MOTION
 DK6329_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6329+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6329
 DK6329  HISTORY     - Date     Condition        Report By
 DK6329  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6329
 DK6329                          STATION DESCRIPTION
 DK6329
 DK6329'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6329'THE MARK IS LOCATED ABOUT 9.0 MI (14.6 KM) NORTH-NORTHWEST OF
 DK6329'BLOOMINGTON, 6.7 MI (10.7 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6329'(6.3 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6329'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF FAI 394 BRIDGE NUMBER
 DK6329'27750 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR EAST BOUND FAI 394)
 DK6329'OVER FRONTAGE ROAD, AT FAI 394 MILEPOST 5.75, AT THE JUNCTION OF TRUNK
 DK6329'HIGHWAY 100 AND FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6330 ***********************************************************************
 DK6330  DESIGNATION -  2735 BP
 DK6330  PID         -  DK6330
 DK6330  STATE/COUNTY-  MN/HENNEPIN
 DK6330  COUNTRY     -  US
 DK6330  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6330
 DK6330                         *CURRENT SURVEY CONTROL
 DK6330  ______________________________________________________________________
 DK6330* NAD 83(1986) POSITION- 44 58 12.     (N) 093 20 16.     (W)   SCALED    
 DK6330* NAVD 88 ORTHO HEIGHT -   276.215  (meters)     906.22  (feet) ADJUSTED  
 DK6330  ______________________________________________________________________
 DK6330  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6330  DYNAMIC HEIGHT  -        276.209 (meters)      906.20  (feet) COMP
 DK6330  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK6330
 DK6330  VERT ORDER      -  SECOND    CLASS I
 DK6330
 DK6330.The horizontal coordinates were scaled from a topographic map and have
 DK6330.an estimated accuracy of +/- 6 seconds.
 DK6330.
 DK6330.The orthometric height was determined by differential leveling and
 DK6330.adjusted in May 2010.
 DK6330
 DK6330.The dynamic height is computed by dividing the NAVD 88
 DK6330.geopotential number by the normal gravity value computed on the
 DK6330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6330.degrees latitude (g = 980.6199 gals.).
 DK6330
 DK6330.The modeled gravity was interpolated from observed gravity values.
 DK6330
 DK6330;                    North         East    Units  Estimated Accuracy
 DK6330;SPC MN S     -   319,110.      852,240.      MT  (+/- 180 meters Scaled)
 DK6330
 DK6330                          SUPERSEDED SURVEY CONTROL
 DK6330
 DK6330.No superseded survey control is available for this station.
 DK6330
 DK6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK733796(NAD 83)
 DK6330
 DK6330_MARKER: DV = VERTICAL CONTROL DISK
 DK6330_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6330_SP_SET: BRIDGE RAILING
 DK6330_STAMPING: 2735 BP 1993
 DK6330_MARK LOGO: MNDT  
 DK6330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6330+STABILITY: SURFACE MOTION
 DK6330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6330+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6330
 DK6330  HISTORY     - Date     Condition        Report By
 DK6330  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6330
 DK6330                          STATION DESCRIPTION
 DK6330
 DK6330'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6330'THE MARK IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTH-NORTHWEST OF
 DK6330'BLOOMINGTON, 6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.7 MI
 DK6330'(6.0 KM) WEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6330'BRIDGE RAILING IN THE SOUTHEAST CORNER OF SOUTHWEST LEG OF FAI 394
 DK6330'BRIDGE NUMBER 27 753 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR EAST
 DK6330'BOUND FAI 394 HOV LANE) OVER FAI 394, AT FAI 394 MILEPOST 6.05, AT THE
 DK6330'JUNCTION OF TRUNK HIGHWAY 100 AND FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1513 ***********************************************************************
 PP1513  DESIGNATION -  2735 C
 PP1513  PID         -  PP1513
 PP1513  STATE/COUNTY-  MN/HENNEPIN
 PP1513  COUNTRY     -  US
 PP1513  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1513
 PP1513                         *CURRENT SURVEY CONTROL
 PP1513  ______________________________________________________________________
 PP1513* NAD 83(1986) POSITION- 44 58 49.     (N) 093 20 52.     (W)   SCALED    
 PP1513* NAVD 88 ORTHO HEIGHT -   267.456  (meters)     877.48  (feet) ADJUSTED  
 PP1513  ______________________________________________________________________
 PP1513  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 PP1513  DYNAMIC HEIGHT  -        267.451 (meters)      877.46  (feet) COMP
 PP1513  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 PP1513
 PP1513  VERT ORDER      -  SECOND    CLASS I
 PP1513
 PP1513.The horizontal coordinates were scaled from a topographic map and have
 PP1513.an estimated accuracy of +/- 6 seconds.
 PP1513.
 PP1513.The orthometric height was determined by differential leveling and
 PP1513.adjusted in June 1991.
 PP1513
 PP1513.WARNING-Repeat measurements at this control monument indicate possible
 PP1513.vertical movement.
 PP1513
 PP1513.The dynamic height is computed by dividing the NAVD 88
 PP1513.geopotential number by the normal gravity value computed on the
 PP1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1513.degrees latitude (g = 980.6199 gals.).
 PP1513
 PP1513.The modeled gravity was interpolated from observed gravity values.
 PP1513
 PP1513;                    North         East    Units  Estimated Accuracy
 PP1513;SPC MN S     -   320,240.      851,440.      MT  (+/- 180 meters Scaled)
 PP1513
 PP1513                          SUPERSEDED SURVEY CONTROL
 PP1513
 PP1513  NGVD 29 (??/??/92)  267.407  (m)          877.32   (f) ADJ UNCH    2 0
 PP1513
 PP1513.Superseded values are not recommended for survey control.
 PP1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1513.See file dsdata.txt to determine how the superseded data were derived.
 PP1513
 PP1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725808(NAD 83)
 PP1513
 PP1513_MARKER: DB = BENCH MARK DISK
 PP1513_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1513_SP_SET: BRIDGE ABUTMENT
 PP1513_STAMPING: 2735 C 1972
 PP1513_MARK LOGO: MNHD  
 PP1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1513+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 PP1513
 PP1513  HISTORY     - Date     Condition        Report By
 PP1513  HISTORY     - 1972     MONUMENTED       MNHD
 PP1513  HISTORY     - 1979     GOOD             MNDT
 PP1513  HISTORY     - 1987     GOOD             USPSQD
 PP1513  HISTORY     - 1988     GOOD             MNDT
 PP1513  HISTORY     - 19930607 GOOD             MNDT
 PP1513  HISTORY     - 19980604 GOOD             MNDT
 PP1513
 PP1513                          STATION DESCRIPTION
 PP1513
 PP1513'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1513'IN GOLDEN VALLEY.
 PP1513'MARK IS LOCATED 0.3 MILES SOUTH ALONG TH 100 FROM THE JUNCTION OF TH
 PP1513'100 AND TH 55 IN GOLDEN VALLEY, 0.9 MILES NORTH OF TH 12, IN THE
 PP1513'SOUTHEAST CORNER OF BRIDGE NO. 5399, TH 100 OVER THE MINNEAPOLIS,
 PP1513'NORTHFIELD AND SOUTHERN RAILROAD.  SW 1/4 SECTION 19, T 29N, R 24W.
 PP1513
 PP1513                          STATION RECOVERY (1979)
 PP1513
 PP1513'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 PP1513'THE MARK IS 0.3 MILES SOUTH MEASURED ALONG TRUNK HIGHWAY 100 FROM THE
 PP1513'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 AND IS 0.9 MILES
 PP1513'NORTH ALONG TRUNK HIGHWAY 100 FROM TRUNK HIGHWAY 12. IT IS IN THE
 PP1513'SOUTHEAST CORNER OF BRIDGE NUMBER 5399, TRUNK HIGHWAY 100 OVER THE
 PP1513'MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD.
 PP1513
 PP1513                          STATION RECOVERY (1987)
 PP1513
 PP1513'RECOVERY NOTE BY US POWER SQUADRON 1987 (LG)
 PP1513'RECOVERED IN GOOD CONDITION.
 PP1513
 PP1513                          STATION RECOVERY (1988)
 PP1513
 PP1513'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP1513'RECOVERED AS DESCRIBED.
 PP1513
 PP1513                          STATION RECOVERY (1993)
 PP1513
 PP1513'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP1513'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP1513
 PP1513                          STATION RECOVERY (1998)
 PP1513
 PP1513'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP1513'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0830 ***********************************************************************
 QO0830  DESIGNATION -  2735 D 2
 QO0830  PID         -  QO0830
 QO0830  STATE/COUNTY-  MN/HENNEPIN
 QO0830  COUNTRY     -  US
 QO0830  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0830
 QO0830                         *CURRENT SURVEY CONTROL
 QO0830  ______________________________________________________________________
 QO0830* NAD 83(1986) POSITION- 45 00 06.3    (N) 093 21 01.0    (W)   HD_HELD2  
 QO0830* NAVD 88 ORTHO HEIGHT -   269.912  (meters)     885.54  (feet) ADJUSTED  
 QO0830  ______________________________________________________________________
 QO0830  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 QO0830  DYNAMIC HEIGHT  -        269.908 (meters)      885.52  (feet) COMP
 QO0830  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 QO0830
 QO0830  VERT ORDER      -  SECOND    CLASS I
 QO0830
 QO0830.The horizontal coordinates were established by autonomous hand held GPS
 QO0830.observations and have an estimated accuracy of +/- 10 meters.
 QO0830.
 QO0830.The orthometric height was determined by differential leveling and
 QO0830.adjusted in June 1991.
 QO0830
 QO0830.Photographs are available for this station.
 QO0830
 QO0830.The dynamic height is computed by dividing the NAVD 88
 QO0830.geopotential number by the normal gravity value computed on the
 QO0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0830.degrees latitude (g = 980.6199 gals.).
 QO0830
 QO0830.The modeled gravity was interpolated from observed gravity values.
 QO0830
 QO0830;                    North         East    Units  Estimated Accuracy
 QO0830;SPC MN S     -   322,625.      851,224.      MT  (+/- 10 meters HH2 GPS)
 QO0830
 QO0830                          SUPERSEDED SURVEY CONTROL
 QO0830
 QO0830  NGVD 29 (??/??/92)  269.854  (m)          885.35   (f) ADJ UNCH    2 0
 QO0830
 QO0830.Superseded values are not recommended for survey control.
 QO0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0830.See file dsdata.txt to determine how the superseded data were derived.
 QO0830
 QO0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7239383204(NAD 83)
 QO0830
 QO0830_MARKER: DB = BENCH MARK DISK
 QO0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0830_SP_SET: MONUMENT
 QO0830_STAMPING: 2735 D 2 1972
 QO0830_MARK LOGO: MNHD  
 QO0830_PROJECTION: RECESSED 30 CENTIMETERS
 QO0830_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0830+STABILITY: SURFACE MOTION
 QO0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0830+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 QO0830
 QO0830  HISTORY     - Date     Condition        Report By
 QO0830  HISTORY     - 1972     MONUMENTED       MNDT
 QO0830  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QO0830  HISTORY     - 19980604 GOOD             MNDT
 QO0830  HISTORY     - 20040929 GOOD             MNDT
 QO0830  HISTORY     - 20070716 MARK NOT FOUND   MNDT
 QO0830  HISTORY     - 20080626 GOOD             MNDT
 QO0830  HISTORY     - 20100201 GOOD             MNDT
 QO0830
 QO0830                          STATION DESCRIPTION
 QO0830
 QO0830'DESCRIBED BY MN DEPT OF TRANSP 1972
 QO0830'IN GOLDEN VALLEY.
 QO0830'MARK IS LOCATED 1.1 MILE NORTH ALONG TH 100 FROM THE JUNCTION OF TH
 QO0830'100 AND TH 55 IN GOLDEN VALLEY, AT THE MINNESOTA HIGHWAY DEPARTMENT
 QO0830'OFFICE ON THE WEST SIDE OF TH 100, IN THE FRONT LAWN OF THE SHOPS, AT
 QO0830'THE NORTH ENTRANCE TO THE OFFICE, IN THE TOP OF A 6 FOOT PRECAST
 QO0830'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QO0830
 QO0830                          STATION RECOVERY (1987)
 QO0830
 QO0830'RECOVERY NOTE BY US POWER SQUADRON 1987 (LG)
 QO0830'MARK NOT FOUND.
 QO0830
 QO0830                          STATION RECOVERY (1998)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0830'THE MARK WAS RECOVERED AS DESCRIBED. AT THE HWY DEPT OFFICE ON WEST
 QO0830'SIDE OF TH 100, AT NORTH ENTRANCE TO OFFICE, 97.0 FT ENE OF NE CORNER
 QO0830'OF BUILDING, 23.0 FT SOUTH OF SOUTH CURB OF NORTH ENTRANCE TO PARKING
 QO0830'LOT, 29.2 FT SE OF CATCH BASIN, 25.9 FT EAST OF CURB, STATION IS
 QO0830'RECESSED 0.4 FT BELOW GROUND. NOTE--MARK IS UNDER SOME TREE BRANCHES
 QO0830'AND NOT EASY TO OCCUPY.
 QO0830
 QO0830                          STATION RECOVERY (2004)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 QO0830'IN GOLDEN VALLEY, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 100 FROM
 QO0830'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, AT HIGHWAY
 QO0830'DEPARTMENT OFFICE ON WEST SIDE OF TRUNK HIGHWAY 100, AT NORTH ENTRANCE
 QO0830'TO OFFICE,
 QO0830' 
 QO0830'97.0 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF BUILDING, 23.0 FEET
 QO0830'SOUTH OF SOUTH CURB OF NORTH ENTRANCE TO PARKING LOT, 29.2 FEET
 QO0830'SOUTHEAST OF CATCH BASIN, 25.9 FEET EAST OF CURB.
 QO0830
 QO0830                          STATION RECOVERY (2007)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0830'THE MARK WAS NOT RECOVERED.
 QO0830
 QO0830                          STATION RECOVERY (2008)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0830'RECOVERED AS DESCRIBED.
 QO0830
 QO0830                          STATION RECOVERY (2010)
 QO0830
 QO0830'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 QO0830'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5366 ***********************************************************************
 AE5366  DESIGNATION -  2735 G
 AE5366  PID         -  AE5366
 AE5366  STATE/COUNTY-  MN/HENNEPIN
 AE5366  COUNTRY     -  US
 AE5366  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE5366
 AE5366                         *CURRENT SURVEY CONTROL
 AE5366  ______________________________________________________________________
 AE5366* NAD 83(1986) POSITION- 44 56 38.12   (N) 093 20 51.66   (W)   HD_HELD1  
 AE5366* NAVD 88 ORTHO HEIGHT -   275.297  (meters)     903.20  (feet) ADJUSTED  
 AE5366  ______________________________________________________________________
 AE5366  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 AE5366  DYNAMIC HEIGHT  -        275.290 (meters)      903.18  (feet) COMP
 AE5366  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 AE5366
 AE5366  VERT ORDER      -  SECOND    CLASS II
 AE5366
 AE5366.The horizontal coordinates were established by differentially corrected
 AE5366.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE5366.
 AE5366.The orthometric height was determined by differential leveling and
 AE5366.adjusted in November 1999.
 AE5366
 AE5366.No vertical observational check was made to the station.
 AE5366
 AE5366.Photographs are available for this station.
 AE5366
 AE5366.The dynamic height is computed by dividing the NAVD 88
 AE5366.geopotential number by the normal gravity value computed on the
 AE5366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5366.degrees latitude (g = 980.6199 gals.).
 AE5366
 AE5366.The modeled gravity was interpolated from observed gravity values.
 AE5366
 AE5366;                    North         East    Units  Estimated Accuracy
 AE5366;SPC MN S     -   316,200.5     851,480.2     MT  (+/- 3 meters HH1 GPS) 
 AE5366
 AE5366                          SUPERSEDED SURVEY CONTROL
 AE5366
 AE5366.No superseded survey control is available for this station.
 AE5366
 AE5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7257076779(NAD 83)
 AE5366
 AE5366_MARKER: DD = SURVEY DISK
 AE5366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE5366_SP_SET: BRIDGE ABUTMENT
 AE5366_STAMPING: 2735 G 1976
 AE5366_MARK LOGO: MNDT  
 AE5366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5366+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 AE5366
 AE5366  HISTORY     - Date     Condition        Report By
 AE5366  HISTORY     - 1976     MONUMENTED       MNDT
 AE5366  HISTORY     - 20031019 GOOD             USPSQD
 AE5366  HISTORY     - 20031101 GOOD             USPSQD
 AE5366  HISTORY     - 20070705 GOOD             MNDT
 AE5366
 AE5366                          STATION DESCRIPTION
 AE5366
 AE5366'DESCRIBED BY MN DEPT OF TRANSP 1976 (EGS)
 AE5366'THE MARK IS LOCATED IN THE TOWN OF ST. LOUIS PARK AT THE JUNCTION OF
 AE5366'TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF SECTION
 AE5366'6, T28N, R24W.  THE MARK, A BRASS PLUG STAMPED---2735 G 1976---, IS
 AE5366'SET IN THE SIDEWALK IN THE NORTHEAST CORNER OF BRIDGE NUMBER 5462
 AE5366'(HIGHWAY 7 OVER HIGHWAY 100).
 AE5366
 AE5366                          STATION RECOVERY (2003)
 AE5366
 AE5366'RECOVERY NOTE BY US POWER SQUADRON 2003 (SRM)
 AE5366'RECOVERED IN GOOD CONDITION.
 AE5366
 AE5366                          STATION RECOVERY (2003)
 AE5366
 AE5366'RECOVERY NOTE BY US POWER SQUADRON 2003 (REA)
 AE5366'RECOVERED IN GOOD CONDITION.
 AE5366
 AE5366                          STATION RECOVERY (2007)
 AE5366
 AE5366'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE5366'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 AE5366'BLOOMINGTON, 5.8 MI (9.3 KM) EAST-NORTHEAST OF HOPKINS AND 4.8 MI (7.7
 AE5366'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 AE5366' 
 AE5366'TO REACH TO THE MARK IN SAINT LOUIS PARK, AT THE JUNCTION OF TRUNK
 AE5366'HIGHWAY 7 AND TRUNK HIGHWAY 100, STATION IS BRASS PLUG IN NORTHEAST
 AE5366'CORNER OF TRUNK HIGHWAY 7 BRIDGE 5462 OVER TRUNK HIGHWAY 100, AT TRUNK
 AE5366'HIGHWAY 100 MILE POINT 5.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6334 ***********************************************************************
 DK6334  DESIGNATION -  2735 H
 DK6334  PID         -  DK6334
 DK6334  STATE/COUNTY-  MN/HENNEPIN
 DK6334  COUNTRY     -  US
 DK6334  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6334
 DK6334                         *CURRENT SURVEY CONTROL
 DK6334  ______________________________________________________________________
 DK6334* NAD 83(1986) POSITION- 44 56 54.24   (N) 093 20 51.42   (W)   HD_HELD1  
 DK6334* NAVD 88 ORTHO HEIGHT -   276.729  (meters)     907.90  (feet) ADJUSTED  
 DK6334  ______________________________________________________________________
 DK6334  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6334  DYNAMIC HEIGHT  -        276.722 (meters)      907.88  (feet) COMP
 DK6334  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DK6334
 DK6334  VERT ORDER      -  SECOND    CLASS I
 DK6334
 DK6334.The horizontal coordinates were established by differentially corrected
 DK6334.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6334.
 DK6334.The orthometric height was determined by differential leveling and
 DK6334.adjusted in May 2010.
 DK6334
 DK6334.No vertical observational check was made to the station.
 DK6334
 DK6334.The dynamic height is computed by dividing the NAVD 88
 DK6334.geopotential number by the normal gravity value computed on the
 DK6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6334.degrees latitude (g = 980.6199 gals.).
 DK6334
 DK6334.The modeled gravity was interpolated from observed gravity values.
 DK6334
 DK6334;                    North         East    Units  Estimated Accuracy
 DK6334;SPC MN S     -   316,698.1     851,481.5     MT  (+/- 3 meters HH1 GPS) 
 DK6334
 DK6334                          SUPERSEDED SURVEY CONTROL
 DK6334
 DK6334.No superseded survey control is available for this station.
 DK6334
 DK6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7257777277(NAD 83)
 DK6334
 DK6334_MARKER: DB = BENCH MARK DISK
 DK6334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6334_SP_SET: BRIDGE ABUTMENT
 DK6334_STAMPING: 2735 H 1976
 DK6334_MARK LOGO: MNHD  
 DK6334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6334+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993
 DK6334
 DK6334  HISTORY     - Date     Condition        Report By
 DK6334  HISTORY     - 1976     MONUMENTED       MNHD
 DK6334  HISTORY     - 19930909 GOOD             MNDT
 DK6334
 DK6334                          STATION DESCRIPTION
 DK6334
 DK6334'DESCRIBED BY MN DEPT OF TRANSP 1993 (WAS)
 DK6334'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3853 ***********************************************************************
 DK3853  DESIGNATION -  2735 L
 DK3853  PID         -  DK3853
 DK3853  STATE/COUNTY-  MN/HENNEPIN
 DK3853  COUNTRY     -  US
 DK3853  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3853
 DK3853                         *CURRENT SURVEY CONTROL
 DK3853  ______________________________________________________________________
 DK3853* NAD 83(1986) POSITION- 44 58 38.91   (N) 093 20 33.70   (W)   HD_HELD1  
 DK3853* NAVD 88 ORTHO HEIGHT -   268.778  (meters)     881.82  (feet) ADJUSTED  
 DK3853  ______________________________________________________________________
 DK3853  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK3853  DYNAMIC HEIGHT  -        268.772 (meters)      881.80  (feet) COMP
 DK3853  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DK3853
 DK3853  VERT ORDER      -  SECOND    CLASS I
 DK3853
 DK3853.The horizontal coordinates were established by differentially corrected
 DK3853.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3853.
 DK3853.The orthometric height was determined by differential leveling and
 DK3853.adjusted in May 2010.
 DK3853
 DK3853.No vertical observational check was made to the station.
 DK3853
 DK3853.Photographs are available for this station.
 DK3853
 DK3853.The dynamic height is computed by dividing the NAVD 88
 DK3853.geopotential number by the normal gravity value computed on the
 DK3853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3853.degrees latitude (g = 980.6199 gals.).
 DK3853
 DK3853.The modeled gravity was interpolated from observed gravity values.
 DK3853
 DK3853;                    North         East    Units  Estimated Accuracy
 DK3853;SPC MN S     -   319,932.1     851,844.0     MT  (+/- 3 meters HH1 GPS) 
 DK3853
 DK3853                          SUPERSEDED SURVEY CONTROL
 DK3853
 DK3853.No superseded survey control is available for this station.
 DK3853
 DK3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7297980505(NAD 83)
 DK3853
 DK3853_MARKER: DV = VERTICAL CONTROL DISK
 DK3853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3853_SP_SET: BRIDGE RAILING
 DK3853_STAMPING: 2735 L 1993
 DK3853_MARK LOGO: MNDT  
 DK3853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3853+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DK3853
 DK3853  HISTORY     - Date     Condition        Report By
 DK3853  HISTORY     - 1993     MONUMENTED       MNDT
 DK3853  HISTORY     - 19930607 GOOD             MNDT
 DK3853  HISTORY     - 20100201 GOOD             MNDT
 DK3853
 DK3853                          STATION DESCRIPTION
 DK3853
 DK3853'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3853'IN GOLDEN VALLEY, IN RAILING AT EAST CORNER OF SOUTH END OF TRUNK
 DK3853'HIGHWAY 100 BRIDGE NO 27031 (SOUTHBOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK3853'GLENWOOD AVE) OVER GLENWOOD POND, AT TRUNK HIGHWAY 100 MILE POINT 8.3,
 DK3853'0.6 MI (1.0 KM) NORTH OF INTERSTATE HIGHWAY 394.
 DK3853
 DK3853                          STATION RECOVERY (1993)
 DK3853
 DK3853'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 DK3853'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF NEW BRIGHTON,
 DK3853'6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.2 KM) WEST OF
 DK3853'MINNEAPOLIS.
 DK3853' 
 DK3853'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE RAILING AT
 DK3853'THE EAST CORNER OF THE SOUTH END OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK3853'27031 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR GLENWOOD AVE) OVER
 DK3853'GLENWOOD POND, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6 MI (1.0 KM)
 DK3853'NORTH OF FAI 394.
 DK3853
 DK3853                          STATION RECOVERY (2010)
 DK3853
 DK3853'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DK3853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3854 ***********************************************************************
 DK3854  DESIGNATION -  2735 M
 DK3854  PID         -  DK3854
 DK3854  STATE/COUNTY-  MN/HENNEPIN
 DK3854  COUNTRY     -  US
 DK3854  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3854
 DK3854                         *CURRENT SURVEY CONTROL
 DK3854  ______________________________________________________________________
 DK3854* NAD 83(1986) POSITION- 44 58 38.11   (N) 093 20 36.70   (W)   HD_HELD1  
 DK3854* NAVD 88 ORTHO HEIGHT -   269.330  (meters)     883.63  (feet) ADJUSTED  
 DK3854  ______________________________________________________________________
 DK3854  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK3854  DYNAMIC HEIGHT  -        269.324 (meters)      883.61  (feet) COMP
 DK3854  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DK3854
 DK3854  VERT ORDER      -  SECOND    CLASS I
 DK3854
 DK3854.The horizontal coordinates were established by differentially corrected
 DK3854.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3854.
 DK3854.The orthometric height was determined by differential leveling and
 DK3854.adjusted in May 2010.
 DK3854
 DK3854.Photographs are available for this station.
 DK3854
 DK3854.The dynamic height is computed by dividing the NAVD 88
 DK3854.geopotential number by the normal gravity value computed on the
 DK3854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3854.degrees latitude (g = 980.6199 gals.).
 DK3854
 DK3854.The modeled gravity was interpolated from observed gravity values.
 DK3854
 DK3854;                    North         East    Units  Estimated Accuracy
 DK3854;SPC MN S     -   319,906.9     851,778.4     MT  (+/- 3 meters HH1 GPS) 
 DK3854
 DK3854                          SUPERSEDED SURVEY CONTROL
 DK3854
 DK3854.No superseded survey control is available for this station.
 DK3854
 DK3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7291480480(NAD 83)
 DK3854
 DK3854_MARKER: DV = VERTICAL CONTROL DISK
 DK3854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3854_SP_SET: BRIDGE RAILING
 DK3854_STAMPING: 2735 M 1993
 DK3854_MARK LOGO: MNDT  
 DK3854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3854+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DK3854
 DK3854  HISTORY     - Date     Condition        Report By
 DK3854  HISTORY     - 1993     MONUMENTED       MNDT
 DK3854  HISTORY     - 19930607 GOOD             MNDT
 DK3854  HISTORY     - 20090927 GOOD             MNDT
 DK3854
 DK3854                          STATION DESCRIPTION
 DK3854
 DK3854'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3854'IN GOLDEN VALLEY, IN RAILING AT SOUTHEAST CORNER OF GLENWOOD AVENUE
 DK3854'BRIDGE NO 27023 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE
 DK3854'POINT 8.3, 0.6 MI (1.0 KM) NORTH OF INTERSTATE HIGHWAY 394.
 DK3854
 DK3854                          STATION RECOVERY (1993)
 DK3854
 DK3854'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 DK3854'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTHWEST OF NEW BRIGHTON,
 DK3854'6.9 MI (11.1 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) WEST OF
 DK3854'MINNEAPOLIS.
 DK3854' 
 DK3854'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE RAILING AT
 DK3854'THE SOUTHEAST CORNER OF GLENWOOD AVENUE BRIDGE NUMBER 27023 OVER TRUNK
 DK3854'HIGHWAY 100, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6 MI (1.0 KM) NORTH
 DK3854'OF FAI 394.
 DK3854
 DK3854                          STATION RECOVERY (2009)
 DK3854
 DK3854'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK3854'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3855 ***********************************************************************
 DK3855  DESIGNATION -  2735 N
 DK3855  PID         -  DK3855
 DK3855  STATE/COUNTY-  MN/HENNEPIN
 DK3855  COUNTRY     -  US
 DK3855  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3855
 DK3855                         *CURRENT SURVEY CONTROL
 DK3855  ______________________________________________________________________
 DK3855* NAD 83(1986) POSITION- 44 58 38.26   (N) 093 20 41.10   (W)   HD_HELD1  
 DK3855* NAVD 88 ORTHO HEIGHT -   268.518  (meters)     880.96  (feet) ADJUSTED  
 DK3855  ______________________________________________________________________
 DK3855  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK3855  DYNAMIC HEIGHT  -        268.513 (meters)      880.95  (feet) COMP
 DK3855  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 DK3855
 DK3855  VERT ORDER      -  SECOND    CLASS I
 DK3855
 DK3855.The horizontal coordinates were established by differentially corrected
 DK3855.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3855.
 DK3855.The orthometric height was determined by differential leveling and
 DK3855.adjusted in May 2010.
 DK3855
 DK3855.Photographs are available for this station.
 DK3855
 DK3855.The dynamic height is computed by dividing the NAVD 88
 DK3855.geopotential number by the normal gravity value computed on the
 DK3855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3855.degrees latitude (g = 980.6199 gals.).
 DK3855
 DK3855.The modeled gravity was interpolated from observed gravity values.
 DK3855
 DK3855;                    North         East    Units  Estimated Accuracy
 DK3855;SPC MN S     -   319,910.7     851,682.0     MT  (+/- 3 meters HH1 GPS) 
 DK3855
 DK3855                          SUPERSEDED SURVEY CONTROL
 DK3855
 DK3855.No superseded survey control is available for this station.
 DK3855
 DK3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7281780485(NAD 83)
 DK3855
 DK3855_MARKER: DV = VERTICAL CONTROL DISK
 DK3855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3855_SP_SET: BRIDGE ABUTMENT
 DK3855_STAMPING: 2735 N 1993
 DK3855_MARK LOGO: MNDT  
 DK3855_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3855+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DK3855
 DK3855  HISTORY     - Date     Condition        Report By
 DK3855  HISTORY     - 1993     MONUMENTED       MNDT
 DK3855  HISTORY     - 19930607 GOOD             MNDT
 DK3855  HISTORY     - 20090927 GOOD             MNDT
 DK3855
 DK3855                          STATION DESCRIPTION
 DK3855
 DK3855'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3855'IN GOLDEN VALLEY, IN ABUTMENT AT SOUTHWEST CORNER OF GLENWOOD AVENUE
 DK3855'BRIDGE NO 27023 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILE
 DK3855'POINT 8.3, 0.6 MI (1.0 KM) NORTH OF INTERSTATE HIGHWAY 394, 0.5 FT
 DK3855'(0.2 M) NORTH OF WING WALL, 15.5 FT (4.7 M) SOUTH OF GLENWOOD AVENUE
 DK3855'EAST, 53.2 FT (16.2 M) EAST OF ELECTRICAL BOX.
 DK3855
 DK3855                          STATION RECOVERY (1993)
 DK3855
 DK3855'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DK3855'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF NEW BRIGHTON,
 DK3855'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI (6.4 KM) WEST OF
 DK3855'MINNEAPOLIS.
 DK3855' 
 DK3855'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK3855'ABUTMENT AT THE SOUTHWEST CORNER OF GLENWOOD AVENUE BRIDGE NUMBER
 DK3855'27023 OVER TRUNK HIGHWAY 100, AT TRUNK HIGHWAY 100 MILEPOST 8.3, 0.6
 DK3855'MI (1.0 KM) NORTH OF FAI 394, 0.5 FT (0.2 M) NORTH OF WING WALL, 15.5
 DK3855'FT (4.7 M) SOUTH OF GLENWOOD AVENUE EAST, 53.2 FT (16.2 M) EAST OF
 DK3855'ELECTRICAL BOX.
 DK3855
 DK3855                          STATION RECOVERY (2009)
 DK3855
 DK3855'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK3855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6339 ***********************************************************************
 DK6339  DESIGNATION -  2735 P
 DK6339  PID         -  DK6339
 DK6339  STATE/COUNTY-  MN/HENNEPIN
 DK6339  COUNTRY     -  US
 DK6339  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6339
 DK6339                         *CURRENT SURVEY CONTROL
 DK6339  ______________________________________________________________________
 DK6339* NAD 83(1986) POSITION- 44 58 35.9    (N) 093 20 38.4    (W)   HD_HELD2  
 DK6339* NAVD 88 ORTHO HEIGHT -   268.723  (meters)     881.64  (feet) ADJUSTED  
 DK6339  ______________________________________________________________________
 DK6339  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6339  DYNAMIC HEIGHT  -        268.718 (meters)      881.62  (feet) COMP
 DK6339  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DK6339
 DK6339  VERT ORDER      -  SECOND    CLASS I
 DK6339
 DK6339.The horizontal coordinates were established by autonomous hand held GPS
 DK6339.observations and have an estimated accuracy of +/- 10 meters.
 DK6339.
 DK6339.The orthometric height was determined by differential leveling and
 DK6339.adjusted in May 2010.
 DK6339
 DK6339.The dynamic height is computed by dividing the NAVD 88
 DK6339.geopotential number by the normal gravity value computed on the
 DK6339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6339.degrees latitude (g = 980.6199 gals.).
 DK6339
 DK6339.The modeled gravity was interpolated from observed gravity values.
 DK6339
 DK6339;                    North         East    Units  Estimated Accuracy
 DK6339;SPC MN S     -   319,838.      851,742.      MT  (+/- 10 meters HH2 GPS)
 DK6339
 DK6339                          SUPERSEDED SURVEY CONTROL
 DK6339
 DK6339.No superseded survey control is available for this station.
 DK6339
 DK6339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7287680412(NAD 83)
 DK6339
 DK6339_MARKER: DV = VERTICAL CONTROL DISK
 DK6339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6339_SP_SET: BRIDGE RAILING
 DK6339_STAMPING: 2735 P 1993
 DK6339_MARK LOGO: MNDT  
 DK6339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6339+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DK6339
 DK6339  HISTORY     - Date     Condition        Report By
 DK6339  HISTORY     - 1993     MONUMENTED       MNDT
 DK6339
 DK6339                          STATION DESCRIPTION
 DK6339
 DK6339'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6339'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHWEST OF NEW BRIGHTON,
 DK6339'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.4 KM) WEST OF
 DK6339'MINNEAPOLIS.
 DK6339' 
 DK6339'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK6339'RAILING AT THE NORTHEAST CORNER TRUNK HIGHWAY 100 BRIDGE NUMBER 27791
 DK6339'(GLENWOOD AVENUE ON RAMP FOR SOUTH BOUND TRUNK HIGHWAY 100) OVER TRUNK
 DK6339'HIGHWAY 100 EXIT RAMP TO FAI 394, AT TH 100 MILEPOST 8.3, 0.4 MI (0.6
 DK6339'KM) NORTH OF FAI 394, 13.0 FT (4.0 M) EAST GLENWOOD AVENUE ON RAMP FOR
 DK6339'SOUTHBOUND TH 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6340 ***********************************************************************
 DK6340  DESIGNATION -  2735 Q
 DK6340  PID         -  DK6340
 DK6340  STATE/COUNTY-  MN/HENNEPIN
 DK6340  COUNTRY     -  US
 DK6340  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6340
 DK6340                         *CURRENT SURVEY CONTROL
 DK6340  ______________________________________________________________________
 DK6340* NAD 83(1986) POSITION- 44 58 32.     (N) 093 20 34.     (W)   SCALED    
 DK6340* NAVD 88 ORTHO HEIGHT -   267.333  (meters)     877.08  (feet) ADJUSTED  
 DK6340  ______________________________________________________________________
 DK6340  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6340  DYNAMIC HEIGHT  -        267.327 (meters)      877.06  (feet) COMP
 DK6340  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DK6340
 DK6340  VERT ORDER      -  SECOND    CLASS I
 DK6340
 DK6340.The horizontal coordinates were scaled from a topographic map and have
 DK6340.an estimated accuracy of +/- 6 seconds.
 DK6340.
 DK6340.The orthometric height was determined by differential leveling and
 DK6340.adjusted in May 2010.
 DK6340
 DK6340.The dynamic height is computed by dividing the NAVD 88
 DK6340.geopotential number by the normal gravity value computed on the
 DK6340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6340.degrees latitude (g = 980.6199 gals.).
 DK6340
 DK6340.The modeled gravity was interpolated from observed gravity values.
 DK6340
 DK6340;                    North         East    Units  Estimated Accuracy
 DK6340;SPC MN S     -   319,720.      851,840.      MT  (+/- 180 meters Scaled)
 DK6340
 DK6340                          SUPERSEDED SURVEY CONTROL
 DK6340
 DK6340.No superseded survey control is available for this station.
 DK6340
 DK6340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729802(NAD 83)
 DK6340
 DK6340_MARKER: DV = VERTICAL CONTROL DISK
 DK6340_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6340_SP_SET: BRIDGE RAILING
 DK6340_STAMPING: 2735 Q 1993
 DK6340_MARK LOGO: MNDT  
 DK6340_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6340+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DK6340
 DK6340  HISTORY     - Date     Condition        Report By
 DK6340  HISTORY     - 1993     MONUMENTED       MNDT
 DK6340  HISTORY     - 20080626 MARK NOT FOUND   MNDT
 DK6340
 DK6340                          STATION DESCRIPTION
 DK6340
 DK6340'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6340'THE MARK IS LOCATED ABOUT 9.3 MI (14.9 KM) SOUTHWEST OF NEW BRIGHTON,
 DK6340'6.8 MI (11.0 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) WEST OF
 DK6340'MINNEAPOLIS.
 DK6340' 
 DK6340'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK6340'RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK6340'27791 (GLENWOOD AVENUE ON RAMP FOR SOUTH BOUND TRUNK HIGHWAY 100) OVER
 DK6340'TRUNK HIGHWAY 100 EXIT RAMP TO FAI 394, AT TH 100 MILEPOST 8.3, 0.4 MI
 DK6340'(0.6 KM) NORTH OF FAI 394, 13.0 FT (4.0 M) EAST OF RAMP FOR SOUTHBOUND
 DK6340'TH 100.
 DK6340
 DK6340                          STATION RECOVERY (2008)
 DK6340
 DK6340'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK6340'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6333 ***********************************************************************
 DK6333  DESIGNATION -  2735 R
 DK6333  PID         -  DK6333
 DK6333  STATE/COUNTY-  MN/HENNEPIN
 DK6333  COUNTRY     -  US
 DK6333  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6333
 DK6333                         *CURRENT SURVEY CONTROL
 DK6333  ______________________________________________________________________
 DK6333* NAD 83(1986) POSITION- 44 58 16.     (N) 093 20 26.     (W)   SCALED    
 DK6333* NAVD 88 ORTHO HEIGHT -   277.457  (meters)     910.29  (feet) ADJUSTED  
 DK6333  ______________________________________________________________________
 DK6333  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6333  DYNAMIC HEIGHT  -        277.451 (meters)      910.27  (feet) COMP
 DK6333  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6333
 DK6333  VERT ORDER      -  SECOND    CLASS I
 DK6333
 DK6333.The horizontal coordinates were scaled from a topographic map and have
 DK6333.an estimated accuracy of +/- 6 seconds.
 DK6333.
 DK6333.The orthometric height was determined by differential leveling and
 DK6333.adjusted in May 2010.
 DK6333
 DK6333.The dynamic height is computed by dividing the NAVD 88
 DK6333.geopotential number by the normal gravity value computed on the
 DK6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6333.degrees latitude (g = 980.6199 gals.).
 DK6333
 DK6333.The modeled gravity was interpolated from observed gravity values.
 DK6333
 DK6333;                    North         East    Units  Estimated Accuracy
 DK6333;SPC MN S     -   319,230.      852,020.      MT  (+/- 180 meters Scaled)
 DK6333
 DK6333                          SUPERSEDED SURVEY CONTROL
 DK6333
 DK6333.No superseded survey control is available for this station.
 DK6333
 DK6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK731797(NAD 83)
 DK6333
 DK6333_MARKER: DV = VERTICAL CONTROL DISK
 DK6333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6333_SP_SET: BRIDGE RAILING
 DK6333_STAMPING: 2735 R 1993
 DK6333_MARK LOGO: MNDT  
 DK6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6333+STABILITY: SURFACE MOTION
 DK6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6333+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6333
 DK6333  HISTORY     - Date     Condition        Report By
 DK6333  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6333
 DK6333                          STATION DESCRIPTION
 DK6333
 DK6333'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6333'THE MARK IS LOCATED ABOUT 9.2 MI (14.9 KM) NORTH-NORTHWEST OF
 DK6333'BLOOMINGTON, 6.8 MI (10.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.8 MI
 DK6333'(6.1 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6333'BRIDGE RAILING AT THE NORTHEAST CORNER OF TRUNK HIGHWAY 100 BRIDGE
 DK6333'NUMBER 27752 OVER FAI 394, AT TRUNK HIGHWAY 100 MILEPOST 7.8, AT THE
 DK6333'JUNCTION OF FAI 394 AND TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6358 ***********************************************************************
 DK6358  DESIGNATION -  2735 S
 DK6358  PID         -  DK6358
 DK6358  STATE/COUNTY-  MN/HENNEPIN
 DK6358  COUNTRY     -  US
 DK6358  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6358
 DK6358                         *CURRENT SURVEY CONTROL
 DK6358  ______________________________________________________________________
 DK6358* NAD 83(1986) POSITION- 44 58 06.     (N) 093 20 30.     (W)   SCALED    
 DK6358* NAVD 88 ORTHO HEIGHT -   276.437  (meters)     906.94  (feet) ADJUSTED  
 DK6358  ______________________________________________________________________
 DK6358  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6358  DYNAMIC HEIGHT  -        276.431 (meters)      906.92  (feet) COMP
 DK6358  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 DK6358
 DK6358  VERT ORDER      -  SECOND    CLASS I
 DK6358
 DK6358.The horizontal coordinates were scaled from a topographic map and have
 DK6358.an estimated accuracy of +/- 6 seconds.
 DK6358.
 DK6358.The orthometric height was determined by differential leveling and
 DK6358.adjusted in May 2010.
 DK6358
 DK6358.The dynamic height is computed by dividing the NAVD 88
 DK6358.geopotential number by the normal gravity value computed on the
 DK6358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6358.degrees latitude (g = 980.6199 gals.).
 DK6358
 DK6358.The modeled gravity was interpolated from observed gravity values.
 DK6358
 DK6358;                    North         East    Units  Estimated Accuracy
 DK6358;SPC MN S     -   318,920.      851,930.      MT  (+/- 180 meters Scaled)
 DK6358
 DK6358                          SUPERSEDED SURVEY CONTROL
 DK6358
 DK6358.No superseded survey control is available for this station.
 DK6358
 DK6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK730794(NAD 83)
 DK6358
 DK6358_MARKER: DV = VERTICAL CONTROL DISK
 DK6358_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6358_SP_SET: BRIDGE RAILING
 DK6358_STAMPING: 2735 S 1993
 DK6358_MARK LOGO: MNDT  
 DK6358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6358+STABILITY: SURFACE MOTION
 DK6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6358+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6358
 DK6358  HISTORY     - Date     Condition        Report By
 DK6358  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6358
 DK6358                          STATION DESCRIPTION
 DK6358
 DK6358'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6358'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF
 DK6358'BLOOMINGTON, 6.7 MI (10.7 KM) EAST-NORTHEAST OF HOPKINS AND 3.9 MI
 DK6358'(6.3 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY,
 DK6358'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6358'BRIDGE NUMBER 27749 OVER SOUTH FRONTAGE ROAD, AT TRUNK HIGHWAY 100
 DK6358'MILEPOST 7.6, 0.1 MI (0.2 KM) SOUTH OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6355 ***********************************************************************
 DK6355  DESIGNATION -  2735 T
 DK6355  PID         -  DK6355
 DK6355  STATE/COUNTY-  MN/HENNEPIN
 DK6355  COUNTRY     -  US
 DK6355  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6355
 DK6355                         *CURRENT SURVEY CONTROL
 DK6355  ______________________________________________________________________
 DK6355* NAD 83(1986) POSITION- 44 57 54.     (N) 093 20 38.     (W)   SCALED    
 DK6355* NAVD 88 ORTHO HEIGHT -   277.059  (meters)     908.98  (feet) ADJUSTED  
 DK6355  ______________________________________________________________________
 DK6355  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6355  DYNAMIC HEIGHT  -        277.053 (meters)      908.96  (feet) COMP
 DK6355  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DK6355
 DK6355  VERT ORDER      -  SECOND    CLASS I
 DK6355
 DK6355.The horizontal coordinates were scaled from a topographic map and have
 DK6355.an estimated accuracy of +/- 6 seconds.
 DK6355.
 DK6355.The orthometric height was determined by differential leveling and
 DK6355.adjusted in May 2010.
 DK6355
 DK6355.The dynamic height is computed by dividing the NAVD 88
 DK6355.geopotential number by the normal gravity value computed on the
 DK6355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6355.degrees latitude (g = 980.6199 gals.).
 DK6355
 DK6355.The modeled gravity was interpolated from observed gravity values.
 DK6355
 DK6355;                    North         East    Units  Estimated Accuracy
 DK6355;SPC MN S     -   318,550.      851,760.      MT  (+/- 180 meters Scaled)
 DK6355
 DK6355                          SUPERSEDED SURVEY CONTROL
 DK6355
 DK6355.No superseded survey control is available for this station.
 DK6355
 DK6355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK728791(NAD 83)
 DK6355
 DK6355_MARKER: DV = VERTICAL CONTROL DISK
 DK6355_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6355_SP_SET: BRIDGE RAILING
 DK6355_STAMPING: 2735 T 1993
 DK6355_MARK LOGO: MNDT  
 DK6355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6355+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6355
 DK6355  HISTORY     - Date     Condition        Report By
 DK6355  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6355
 DK6355                          STATION DESCRIPTION
 DK6355
 DK6355'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6355'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF
 DK6355'BLOOMINGTON, 6.4 MI (10.4 KM) EAST-NORTHEAST OF HOPKINS AND 4.1 MI
 DK6355'(6.5 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6355'IN THE BRIDGE RAILING AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6355'BRIDGE NUMBER 27790 (SOUTH BOUND TRUNK HIGHWAY 100 OFF RAMP FOR
 DK6355'FRONTAGE RD) OVER FRONTAGE ROAD, AT TRUNK HIGHWAY 100 MILEPOST 7.65,
 DK6355'0.1 MI (0.2 KM) SOUTH OF THE JUNCTION OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3856 ***********************************************************************
 DK3856  DESIGNATION -  2735 U
 DK3856  PID         -  DK3856
 DK3856  STATE/COUNTY-  MN/HENNEPIN
 DK3856  COUNTRY     -  US
 DK3856  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3856
 DK3856                         *CURRENT SURVEY CONTROL
 DK3856  ______________________________________________________________________
 DK3856* NAD 83(1986) POSITION- 44 58 49.65   (N) 093 20 51.61   (W)   HD_HELD1  
 DK3856* NAVD 88 ORTHO HEIGHT -   268.828  (meters)     881.98  (feet) ADJUSTED  
 DK3856  ______________________________________________________________________
 DK3856  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK3856  DYNAMIC HEIGHT  -        268.822 (meters)      881.96  (feet) COMP
 DK3856  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 DK3856
 DK3856  VERT ORDER      -  SECOND    CLASS I
 DK3856
 DK3856.The horizontal coordinates were established by differentially corrected
 DK3856.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3856.
 DK3856.The orthometric height was determined by differential leveling and
 DK3856.adjusted in May 2010.
 DK3856
 DK3856.Photographs are available for this station.
 DK3856
 DK3856.The dynamic height is computed by dividing the NAVD 88
 DK3856.geopotential number by the normal gravity value computed on the
 DK3856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3856.degrees latitude (g = 980.6199 gals.).
 DK3856
 DK3856.The modeled gravity was interpolated from observed gravity values.
 DK3856
 DK3856;                    North         East    Units  Estimated Accuracy
 DK3856;SPC MN S     -   320,260.5     851,448.9     MT  (+/- 3 meters HH1 GPS) 
 DK3856
 DK3856                          SUPERSEDED SURVEY CONTROL
 DK3856
 DK3856.No superseded survey control is available for this station.
 DK3856
 DK3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7258980838(NAD 83)
 DK3856
 DK3856_MARKER: DD = SURVEY DISK
 DK3856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3856_SP_SET: BRIDGE ABUTMENT
 DK3856_STAMPING: 2735 U 2005
 DK3856_MARK LOGO: MNDT  
 DK3856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3856+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3856
 DK3856  HISTORY     - Date     Condition        Report By
 DK3856  HISTORY     - 2005     MONUMENTED       MNDT
 DK3856
 DK3856                          STATION DESCRIPTION
 DK3856
 DK3856'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3856'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTH BOUND
 DK3856'TRUNK HIGHWAY 100 BRIDGE NUMBER 27254 OVER RAIL ROAD, SOUTH ALONG
 DK3856'TRUNK HIGHWAY 100 FROM THE JUNCTION OF NORTH BOUND TRUNK HIGHWAY 100
 DK3856'AND TRUNK HIGHWAY 55 IN GOLDEN VALLEY, AT TRUNK HIGHWAY 100 NORTH
 DK3856'BOUND MILE POINT 8.55, 34.0 FT (10.4 M) EAST-NORTHEAST OF TRUNK
 DK3856'HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3857 ***********************************************************************
 DK3857  DESIGNATION -  2735 V
 DK3857  PID         -  DK3857
 DK3857  STATE/COUNTY-  MN/HENNEPIN
 DK3857  COUNTRY     -  US
 DK3857  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3857
 DK3857                         *CURRENT SURVEY CONTROL
 DK3857  ______________________________________________________________________
 DK3857* NAD 83(1986) POSITION- 44 59 03.07   (N) 093 20 55.82   (W)   HD_HELD1  
 DK3857* NAVD 88 ORTHO HEIGHT -   274.592  (meters)     900.89  (feet) ADJUSTED  
 DK3857  ______________________________________________________________________
 DK3857  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK3857  DYNAMIC HEIGHT  -        274.587 (meters)      900.87  (feet) COMP
 DK3857  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DK3857
 DK3857  VERT ORDER      -  SECOND    CLASS I
 DK3857
 DK3857.The horizontal coordinates were established by differentially corrected
 DK3857.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3857.
 DK3857.The orthometric height was determined by differential leveling and
 DK3857.adjusted in May 2010.
 DK3857
 DK3857.Photographs are available for this station.
 DK3857
 DK3857.The dynamic height is computed by dividing the NAVD 88
 DK3857.geopotential number by the normal gravity value computed on the
 DK3857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3857.degrees latitude (g = 980.6199 gals.).
 DK3857
 DK3857.The modeled gravity was interpolated from observed gravity values.
 DK3857
 DK3857;                    North         East    Units  Estimated Accuracy
 DK3857;SPC MN S     -   320,674.0     851,353.4     MT  (+/- 3 meters HH1 GPS) 
 DK3857
 DK3857                          SUPERSEDED SURVEY CONTROL
 DK3857
 DK3857.No superseded survey control is available for this station.
 DK3857
 DK3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7249881252(NAD 83)
 DK3857
 DK3857_MARKER: DD = SURVEY DISK
 DK3857_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3857_SP_SET: BRIDGE RAILING
 DK3857_STAMPING: 2735 V 2005
 DK3857_MARK LOGO: MNDT  
 DK3857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3857+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DK3857
 DK3857  HISTORY     - Date     Condition        Report By
 DK3857  HISTORY     - 2005     MONUMENTED       MNDT
 DK3857  HISTORY     - 20080626 GOOD             MNDT
 DK3857
 DK3857                          STATION DESCRIPTION
 DK3857
 DK3857'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3857'IN GOLDEN VALLEY, IN BRIDGE RAILING IN SOUTHEAST CORNER OF NORTH BOUND
 DK3857'TRUNK HIGHWAY 100 BRIDGE NUMBER 27121 OVER TRUNK HIGHWAY 55, AT THE
 DK3857'JUNCTION OF NORTH BOUND TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55 IN
 DK3857'GOLDEN VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 8.85, 34.0 FT (10.4 M)
 DK3857'EAST OF NORTH BOUND TRUNK HIGHWAY 100.
 DK3857
 DK3857                          STATION RECOVERY (2008)
 DK3857
 DK3857'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK3857'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6328 ***********************************************************************
 DK6328  DESIGNATION -  2735 VP
 DK6328  PID         -  DK6328
 DK6328  STATE/COUNTY-  MN/HENNEPIN
 DK6328  COUNTRY     -  US
 DK6328  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6328
 DK6328                         *CURRENT SURVEY CONTROL
 DK6328  ______________________________________________________________________
 DK6328* NAD 83(1986) POSITION- 44 57 57.     (N) 093 20 34.     (W)   SCALED    
 DK6328* NAVD 88 ORTHO HEIGHT -   277.428  (meters)     910.20  (feet) ADJUSTED  
 DK6328  ______________________________________________________________________
 DK6328  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DK6328  DYNAMIC HEIGHT  -        277.422 (meters)      910.18  (feet) COMP
 DK6328  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 DK6328
 DK6328  VERT ORDER      -  SECOND    CLASS I
 DK6328
 DK6328.The horizontal coordinates were scaled from a topographic map and have
 DK6328.an estimated accuracy of +/- 6 seconds.
 DK6328.
 DK6328.The orthometric height was determined by differential leveling and
 DK6328.adjusted in May 2010.
 DK6328
 DK6328.The dynamic height is computed by dividing the NAVD 88
 DK6328.geopotential number by the normal gravity value computed on the
 DK6328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6328.degrees latitude (g = 980.6199 gals.).
 DK6328
 DK6328.The modeled gravity was interpolated from observed gravity values.
 DK6328
 DK6328;                    North         East    Units  Estimated Accuracy
 DK6328;SPC MN S     -   318,640.      851,850.      MT  (+/- 180 meters Scaled)
 DK6328
 DK6328                          SUPERSEDED SURVEY CONTROL
 DK6328
 DK6328.No superseded survey control is available for this station.
 DK6328
 DK6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK729792(NAD 83)
 DK6328
 DK6328_MARKER: DV = VERTICAL CONTROL DISK
 DK6328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6328_SP_SET: BRIDGE RAILING
 DK6328_STAMPING: 2735 VP 1993
 DK6328_MARK LOGO: MNDT  
 DK6328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6328+STABILITY: SURFACE MOTION
 DK6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6328+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6328
 DK6328  HISTORY     - Date     Condition        Report By
 DK6328  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6328
 DK6328                          STATION DESCRIPTION
 DK6328
 DK6328'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6328'THE MARK IS LOCATED ABOUT 8.9 MI (14.4 KM) NORTH-NORTHWEST OF
 DK6328'BLOOMINGTON, 6.5 MI (10.5 KM) EAST-NORTHEAST OF HOPKINS AND 4.0 MI
 DK6328'(6.4 KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK,
 DK6328'IN THE BRIDGE RAILING AT THE NORTHEAST CORNER OF TRUNK HIGHWAY 100
 DK6328'BRIDGE NUMBER 27788 (NORTH BOUND TRUNK HIGHWAY 100 OFF RAMP TO EAST
 DK6328'BOUND FAI 394) OVER ON RAMP TO NORTH BOUND TRUNK HIGHWAY 100, AT TH
 DK6328'100 MILEPOST 7.35, 0.4 MI (0.6 KM) SOUTH OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3858 ***********************************************************************
 DK3858  DESIGNATION -  2735 W
 DK3858  PID         -  DK3858
 DK3858  STATE/COUNTY-  MN/HENNEPIN
 DK3858  COUNTRY     -  US
 DK3858  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3858
 DK3858                         *CURRENT SURVEY CONTROL
 DK3858  ______________________________________________________________________
 DK3858* NAD 83(1986) POSITION- 44 59 17.5    (N) 093 20 59.5    (W)   HD_HELD2  
 DK3858* NAVD 88 ORTHO HEIGHT -   274.251  (meters)     899.77  (feet) ADJUSTED  
 DK3858  ______________________________________________________________________
 DK3858  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK3858  DYNAMIC HEIGHT  -        274.246 (meters)      899.76  (feet) COMP
 DK3858  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DK3858
 DK3858  VERT ORDER      -  SECOND    CLASS I
 DK3858
 DK3858.The horizontal coordinates were established by autonomous hand held GPS
 DK3858.observations and have an estimated accuracy of +/- 10 meters.
 DK3858.
 DK3858.The orthometric height was determined by differential leveling and
 DK3858.adjusted in May 2010.
 DK3858
 DK3858.No vertical observational check was made to the station.
 DK3858
 DK3858.Photographs are available for this station.
 DK3858
 DK3858.The dynamic height is computed by dividing the NAVD 88
 DK3858.geopotential number by the normal gravity value computed on the
 DK3858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3858.degrees latitude (g = 980.6199 gals.).
 DK3858
 DK3858.The modeled gravity was interpolated from observed gravity values.
 DK3858
 DK3858;                    North         East    Units  Estimated Accuracy
 DK3858;SPC MN S     -   321,119.      851,269.      MT  (+/- 10 meters HH2 GPS)
 DK3858
 DK3858                          SUPERSEDED SURVEY CONTROL
 DK3858
 DK3858.No superseded survey control is available for this station.
 DK3858
 DK3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7241981698(NAD 83)
 DK3858
 DK3858_MARKER: DD = SURVEY DISK
 DK3858_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3858_SP_SET: BRIDGE WALKWAY
 DK3858_STAMPING: 2735 W 2005
 DK3858_MARK LOGO: MNDT  
 DK3858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3858+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2008
 DK3858
 DK3858  HISTORY     - Date     Condition        Report By
 DK3858  HISTORY     - 2005     MONUMENTED       MNDT
 DK3858  HISTORY     - 20080626 GOOD             MNDT
 DK3858
 DK3858                          STATION DESCRIPTION
 DK3858
 DK3858'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3858'IN GOLDEN VALLEY, IN BRIDGE WALKWAY IN NORTHWEST CORNER OF BRIDGE
 DK3858'NUMBER 27259 OVER RAIL ROAD, 0.15 MI (0.2 KM) NORTH ALONG TRUNK
 DK3858'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY
 DK3858'55 IN GOLDEN VALLEY, AT TRUNK HIGHWAY 100 MILE POINT 9.00, 13.9 FT
 DK3858'(4.2 M) WEST OF LILAC DRIVE NORTH, 3.0 FT (0.9 M) EAST OF THE
 DK3858'NORTHWEST CORNER OF BRIDGE RAILING.
 DK3858
 DK3858                          STATION RECOVERY (2008)
 DK3858
 DK3858'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK3858'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6326 ***********************************************************************
 DK6326  DESIGNATION -  2735 X
 DK6326  PID         -  DK6326
 DK6326  STATE/COUNTY-  MN/HENNEPIN
 DK6326  COUNTRY     -  US
 DK6326  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6326
 DK6326                         *CURRENT SURVEY CONTROL
 DK6326  ______________________________________________________________________
 DK6326* NAD 83(1986) POSITION- 44 57 20.     (N) 093 20 52.     (W)   SCALED    
 DK6326* NAVD 88 ORTHO HEIGHT -   271.706  (meters)     891.42  (feet) ADJUSTED  
 DK6326  ______________________________________________________________________
 DK6326  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6326  DYNAMIC HEIGHT  -        271.700 (meters)      891.40  (feet) COMP
 DK6326  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 DK6326
 DK6326  VERT ORDER      -  SECOND    CLASS I
 DK6326
 DK6326.The horizontal coordinates were scaled from a topographic map and have
 DK6326.an estimated accuracy of +/- 6 seconds.
 DK6326.
 DK6326.The orthometric height was determined by differential leveling and
 DK6326.adjusted in May 2010.
 DK6326
 DK6326.The dynamic height is computed by dividing the NAVD 88
 DK6326.geopotential number by the normal gravity value computed on the
 DK6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6326.degrees latitude (g = 980.6199 gals.).
 DK6326
 DK6326.The modeled gravity was interpolated from observed gravity values.
 DK6326
 DK6326;                    North         East    Units  Estimated Accuracy
 DK6326;SPC MN S     -   317,490.      851,460.      MT  (+/- 180 meters Scaled)
 DK6326
 DK6326                          SUPERSEDED SURVEY CONTROL
 DK6326
 DK6326.No superseded survey control is available for this station.
 DK6326
 DK6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725780(NAD 83)
 DK6326
 DK6326_MARKER: DV = VERTICAL CONTROL DISK
 DK6326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6326_SP_SET: BRIDGE DECK
 DK6326_STAMPING: 2735 X 1993
 DK6326_MARK LOGO: MNDT  
 DK6326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6326+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6326
 DK6326  HISTORY     - Date     Condition        Report By
 DK6326  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6326
 DK6326                          STATION DESCRIPTION
 DK6326
 DK6326'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6326'THE MARK IS LOCATED ABOUT 8.3 MI (13.3 KM) NORTH-NORTHWEST OF
 DK6326'BLOOMINGTON, 6.0 MI (9.7 KM) EAST-NORTHEAST OF HOPKINS AND 4.5 MI (7.2
 DK6326'KM) WEST-SOUTHWEST OF MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE
 DK6326'BRIDGE DECK AT THE NORTHWEST CORNER OF TRUNK HIGHWAY 100 BRIDGE NUMBER
 DK6326'27012 OVER TRUNK HIGHWAY 100 (PEDESTRIAN BRDG), AT TRUNK HIGHWAY 100
 DK6326'MILEPOST 6.7, 0.5 MI (0.8 KM) NORTH OF THE JUNCTION TH 100 AND
 DK6326'MINNETONKA BOULEVARD, 31 FT (9.4 M) SOUTH OF WEST FRONTAGE ROAD, 45.5
 DK6326'FT (13.9 M) SOUTHWEST OF LIGHT POLE, 18.8 FT (5.7 M) SOUTH OF END POST
 DK6326'OF CYCLONE FENCE, 2.5 FT (0.8 M) SOUTHWEST OF END FENCE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5800 ***********************************************************************
 DM5800  HT_MOD      -  This is a Height Modernization Survey Station.
 DM5800  DESIGNATION -  2736 B
 DM5800  PID         -  DM5800
 DM5800  STATE/COUNTY-  MN/HENNEPIN
 DM5800  COUNTRY     -  US
 DM5800  USGS QUAD   -  EXCELSIOR (1997)
 DM5800
 DM5800                         *CURRENT SURVEY CONTROL
 DM5800  ______________________________________________________________________
 DM5800* NAD 83(2007) POSITION- 44 52 35.73270(N) 093 31 14.47175(W)   ADJUSTED  
 DM5800* NAD 83(2007) ELLIP HT-   255.148 (meters)        (02/25/11)   ADJUSTED
 DM5800* NAD 83(2007) EPOCH   -  2002.00
 DM5800* NAVD 88 ORTHO HEIGHT -   281.92   (meters)     924.9   (feet) GPS OBS   
 DM5800  ______________________________________________________________________
 DM5800  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DM5800  NAD 83(2007) X  -   -278,026.313 (meters)                     COMP
 DM5800  NAD 83(2007) Y  - -4,518,914.037 (meters)                     COMP
 DM5800  NAD 83(2007) Z  -  4,477,820.487 (meters)                     COMP
 DM5800  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 DM5800  HORZ ORDER      -  FIRST
 DM5800  ELLP ORDER      -  SECOND    CLASS I
 DM5800
 DM5800.The horizontal coordinates were established by GPS observations
 DM5800.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5800
 DM5800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5800.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5800
 DM5800.The horizontal coordinates are valid at the epoch date displayed above
 DM5800.which is a decimal equivalence of Year/Month/Day.
 DM5800
 DM5800.The orthometric height was determined by GPS observations and a
 DM5800.high-resolution geoid model using precise GPS observation and
 DM5800.processing techniques.
 DM5800
 DM5800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5800
 DM5800.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5800
 DM5800.The ellipsoidal height was determined by GPS observations
 DM5800.and is referenced to NAD 83.
 DM5800
 DM5800. The following values were computed from the NAD 83(2007) position.
 DM5800
 DM5800;                    North         East     Units Scale Factor Converg.
 DM5800;SPC MN S     -   308,624.120   837,871.024   MT  0.99994344   +0 20 09.5
 DM5800;SPC MN S     - 1,012,544.30  2,748,915.18   sFT  0.99994344   +0 20 09.5
 DM5800;UTM  15      - 4,969,373.385   458,873.930   MT  0.99962080   -0 22 02.6
 DM5800
 DM5800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5800!SPC MN S     -   0.99996000  x   0.99994344  =   0.99990344
 DM5800!UTM  15      -   0.99996000  x   0.99962080  =   0.99958081
 DM5800
 DM5800                          SUPERSEDED SURVEY CONTROL
 DM5800
 DM5800.No superseded survey control is available for this station.
 DM5800
 DM5800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5887369373(NAD 83)
 DM5800
 DM5800_MARKER: DD = SURVEY DISK
 DM5800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5800_STAMPING: 2736 B 2008
 DM5800_MARK LOGO: MNDT  
 DM5800_PROJECTION: RECESSED 3 CENTIMETERS
 DM5800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5800+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 DM5800_ROD/PIPE-DEPTH:  6.1 meters
 DM5800
 DM5800  HISTORY     - Date     Condition        Report By
 DM5800  HISTORY     - 20080520 MONUMENTED       MNDT
 DM5800
 DM5800                          STATION DESCRIPTION
 DM5800
 DM5800'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM5800'THE MARK IS IN EDEN PRAIRIE, 1.1 MILES NORTH ALONG TRUNK HIGHWAY 101
 DM5800'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 5, 22.2 FEET
 DM5800'EAST OF TRUNK HIGHWAY 101, 30.4 FEET SOUTH OF LOTUS VIEW DRIVE, 9.9
 DM5800'FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1286 ***********************************************************************
 QO1286  DESIGNATION -  2738 C
 QO1286  PID         -  QO1286
 QO1286  STATE/COUNTY-  MN/HENNEPIN
 QO1286  COUNTRY     -  US
 QO1286  USGS QUAD   -  ROGERS (1993)
 QO1286
 QO1286                         *CURRENT SURVEY CONTROL
 QO1286  ______________________________________________________________________
 QO1286* NAD 83(2007) POSITION- 45 13 09.10058(N) 093 33 07.22504(W)   ADJUSTED  
 QO1286* NAD 83(2007) ELLIP HT-   242.061 (meters)        (02/10/07)   ADJUSTED
 QO1286* NAD 83(2007) EPOCH   -  2002.00
 QO1286* NAVD 88 ORTHO HEIGHT -   270.183  (meters)     886.43  (feet) ADJUSTED  
 QO1286  ______________________________________________________________________
 QO1286  NAD 83(2007) X  -   -278,826.500 (meters)                     COMP
 QO1286  NAD 83(2007) Y  - -4,491,857.805 (meters)                     COMP
 QO1286  NAD 83(2007) Z  -  4,504,712.324 (meters)                     COMP
 QO1286  LAPLACE CORR    -         -1.66  (seconds)                    DEFLEC09
 QO1286  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 QO1286  DYNAMIC HEIGHT  -        270.158 (meters)      886.34  (feet) COMP
 QO1286  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 QO1286
 QO1286  VERT ORDER      -  SECOND    CLASS I
 QO1286
 QO1286  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1286  Type                                         Horiz  Ellip  Dist(km)
 QO1286  -------------------------------------------------------------------
 QO1286  NETWORK                                       0.41   0.47
 QO1286  -------------------------------------------------------------------
 QO1286  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.29   0.27      2.36
 QO1286  -------------------------------------------------------------------
 QO1286  NOTE: Click here for information on individual local accuracy
 QO1286  values and other accuracy information.
 QO1286
 QO1286
 QO1286.The horizontal coordinates were established by GPS observations
 QO1286.and adjusted by the National Geodetic Survey in February 2007.
 QO1286
 QO1286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1286.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1286
 QO1286.The horizontal coordinates are valid at the epoch date displayed above
 QO1286.which is a decimal equivalence of Year/Month/Day.
 QO1286
 QO1286.The orthometric height was determined by differential leveling and
 QO1286.adjusted in June 1991.
 QO1286
 QO1286.Photographs are available for this station.
 QO1286
 QO1286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1286
 QO1286.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1286
 QO1286.The ellipsoidal height was determined by GPS observations
 QO1286.and is referenced to NAD 83.
 QO1286
 QO1286.The dynamic height is computed by dividing the NAVD 88
 QO1286.geopotential number by the normal gravity value computed on the
 QO1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1286.degrees latitude (g = 980.6199 gals.).
 QO1286
 QO1286.The modeled gravity was interpolated from observed gravity values.
 QO1286
 QO1286. The following values were computed from the NAD 83(2007) position.
 QO1286
 QO1286;                    North         East     Units Scale Factor Converg.
 QO1286;SPC MN S     -   346,682.642   835,187.738   MT  1.00000055   +0 18 50.4
 QO1286;SPC MN S     - 1,137,407.97  2,740,111.77   sFT  1.00000055   +0 18 50.4
 QO1286;UTM  15      - 5,007,448.806   456,659.615   MT  0.99962310   -0 23 30.6
 QO1286
 QO1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1286!SPC MN S     -   0.99996205  x   1.00000055  =   0.99996260
 QO1286!UTM  15      -   0.99996205  x   0.99962310  =   0.99958516
 QO1286
 QO1286:                Primary Azimuth Mark                     Grid Az
 QO1286:SPC MN S     -  2738 E                                   189 35 10.4
 QO1286:UTM  15      -  2738 E                                   190 17 31.4
 QO1286
 QO1286|---------------------------------------------------------------------|
 QO1286| PID    Reference Object                     Distance      Geod. Az  |
 QO1286|                                                           dddmmss.s |
 QO1286| DF9430 2738 E                              APPROX. 1.0 KM 1895400.8 |
 QO1286|---------------------------------------------------------------------|
 QO1286
 QO1286                          SUPERSEDED SURVEY CONTROL
 QO1286
 QO1286  NAD 83(1996)-  45 13 09.10041(N)    093 33 07.22453(W) AD(       ) 1
 QO1286  ELLIP H (01/02/04)  242.096  (m)                       GP(       ) 3 1
 QO1286  NAVD 88 (01/02/04)  270.18   (m)          886.4    (f) LEVELING    3  
 QO1286
 QO1286.Superseded values are not recommended for survey control.
 QO1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1286.See file dsdata.txt to determine how the superseded data were derived.
 QO1286
 QO1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5665907448(NAD 83)
 QO1286
 QO1286_MARKER: DB = BENCH MARK DISK
 QO1286_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1286+WITH SETTING: INFORMATION.
 QO1286_SP_SET: METAL ROD WITH BASE PLATE
 QO1286_STAMPING: 2738 C 1978
 QO1286_MARK LOGO: MNDT  
 QO1286_PROJECTION: RECESSED 61 CENTIMETERS
 QO1286_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1286+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 QO1286_ROD/PIPE-DEPTH:  2.4 meters
 QO1286
 QO1286  HISTORY     - Date     Condition        Report By
 QO1286  HISTORY     - 1978     MONUMENTED       MNDT
 QO1286  HISTORY     - 20030827 GOOD             MNDT
 QO1286  HISTORY     - 20051112 GOOD             USPSQD
 QO1286  HISTORY     - 20071008 GOOD             MNDT
 QO1286
 QO1286                          STATION DESCRIPTION
 QO1286
 QO1286'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1286'1.9 MI NORTH FROM ROGERS.
 QO1286'THE MARK IS 1.7 MILES NORTH MEASURED ALONG TRUNK HIGHWAY 101 FROM
 QO1286'SOUTH END OF BR. NUMBER 27945, TRUNK HIGHWAY 101 OVER FAI 94 BETWEEN
 QO1286'145TH AVE. NORTH AND 147TH AVE. NORTH. IT IS 120 FT. SOUTH OF
 QO1286'TELEPHONE POLE WITH GUY NUMBER F 92, 92 FT. EAST OF CENTERLINE TRUNK
 QO1286'HIGHWAY 101, STATION 100 AND 00, 43 FT. NORTH OF TELEPHONE POLE. 1.0
 QO1286'FT. WEST OF A STEEL WITNESS POST, AT TRUNK HIGHWAY 101 MILE MARKER
 QO1286'41.6, 1.0 FT. BELOW LEVEL OF TRUNK HIGHWAY 101.
 QO1286
 QO1286                          STATION RECOVERY (2003)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1286'THE MARK WAS RECOVERED 1.7 MILES (2.7 KM) NORTH OF ROGERS, BETWEEN
 QO1286'145TH AVE NORTH AND
 QO1286'147TH AVE, 92 FT (28.0 M) EAST OF CENTERLINE OF TH 101, AT TH 101
 QO1286'MILEPOINT 41.35, 120 FT (6.1 M)
 QO1286'SOUTH OF POLE WITH GUYWIRE, 43 FT (13.1 M) NORTH OF POLE, 20 FT (6.1
 QO1286'M) WEST OF BITUMINOUS
 QO1286'FRONTAGE RD, 3.0 FT (0.9 M) NORTH OF WITNESS POST.
 QO1286'
 QO1286
 QO1286                          STATION RECOVERY (2005)
 QO1286
 QO1286'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO1286'RECOVERED IN GOOD CONDITION.
 QO1286
 QO1286                          STATION RECOVERY (2007)
 QO1286
 QO1286'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1286'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH OF ELK RIVER, 5.5 MI
 QO1286'(8.8 KM) EAST OF SAINT MICHAEL AND 2.1 MI (3.4 KM) NORTH OF ROGERS.
 QO1286' 
 QO1286'TO REACH TO THE MARK GO 1.7 MI (2.7 KM) NORTH OF THE JUNCTION OF
 QO1286'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, BETWEEN 145TH
 QO1286'AVENUE NORTH AND 147TH AVENUE NORTH, 92 FT (28.0 M) EAST OF TRUNK
 QO1286'HIGHWAY 101, 120 FT (36.6 M) SOUTH OF TELEPHONE POLE F92 WITH GUY
 QO1286'WIRE, 43 FT (13.1 M) NORTH OF TELEPHONE POLE, 20 FT (6.1 M) WEST OF
 QO1286'QUIRAM DRIVE (FRONTAGE ROAD), 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1287 ***********************************************************************
 QO1287  DESIGNATION -  2738 D
 QO1287  PID         -  QO1287
 QO1287  STATE/COUNTY-  MN/HENNEPIN
 QO1287  COUNTRY     -  US
 QO1287  USGS QUAD   -  ROGERS (1993)
 QO1287
 QO1287                         *CURRENT SURVEY CONTROL
 QO1287  ______________________________________________________________________
 QO1287* NAD 83(1986) POSITION- 45 13 35.97   (N) 093 33 08.07   (W)   HD_HELD1  
 QO1287* NAVD 88 ORTHO HEIGHT -   266.677  (meters)     874.92  (feet) ADJUSTED  
 QO1287  ______________________________________________________________________
 QO1287  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 QO1287  DYNAMIC HEIGHT  -        266.652 (meters)      874.84  (feet) COMP
 QO1287  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 QO1287
 QO1287  VERT ORDER      -  SECOND    CLASS I
 QO1287
 QO1287.The horizontal coordinates were established by differentially corrected
 QO1287.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1287.
 QO1287.The orthometric height was determined by differential leveling and
 QO1287.adjusted in February 2010.
 QO1287
 QO1287.Photographs are available for this station.
 QO1287
 QO1287.The dynamic height is computed by dividing the NAVD 88
 QO1287.geopotential number by the normal gravity value computed on the
 QO1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1287.degrees latitude (g = 980.6199 gals.).
 QO1287
 QO1287.The modeled gravity was interpolated from observed gravity values.
 QO1287
 QO1287;                    North         East    Units  Estimated Accuracy
 QO1287;SPC MN S     -   347,512.0     835,164.8     MT  (+/- 3 meters HH1 GPS) 
 QO1287
 QO1287                          SUPERSEDED SURVEY CONTROL
 QO1287
 QO1287  NAVD 88 (06/15/91)  266.670  (m)          874.90   (f) SUPERSEDED  2 1
 QO1287
 QO1287.Superseded values are not recommended for survey control.
 QO1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1287.See file dsdata.txt to determine how the superseded data were derived.
 QO1287
 QO1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5664608278(NAD 83)
 QO1287
 QO1287_MARKER: DB = BENCH MARK DISK
 QO1287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1287_SP_SET: BRIDGE ABUTMENT
 QO1287_STAMPING: 2738 D 1978
 QO1287_MARK LOGO: MNHD  
 QO1287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1287+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 QO1287
 QO1287  HISTORY     - Date     Condition        Report By
 QO1287  HISTORY     - 1978     MONUMENTED       MNHD
 QO1287  HISTORY     - 20030827 GOOD             MNDT
 QO1287  HISTORY     - 20051112 GOOD             USPSQD
 QO1287  HISTORY     - 20071008 GOOD             MNDT
 QO1287
 QO1287                          STATION DESCRIPTION
 QO1287
 QO1287'DESCRIBED BY MN HIGHWAY DEPT 1978
 QO1287'2.4 MI NORTH FROM ROGERS.
 QO1287'THE MARK IS 2.2 MILES NORTH MEASURED ALONG TRUNK HIGHWAY 101 FROM
 QO1287'SOUTH END BR. NUMBER 27945, TRUNK HIGHWAY 101 OVER FAI 94. THE
 QO1287'MARK IS A STANDARD MNDT DISK LOCATED IN THE SOUTHEAST CORNER
 QO1287'OF BRIDGE NUMBER 27020, TRUNK HIGHWAY 101 OVER THE CROW RIVER
 QO1287'AT ABOUT STATION 127 AND 20. IT IS AT TRUNK HIGHWAY 101 MILE MARKER
 QO1287'42.1.
 QO1287
 QO1287                          STATION RECOVERY (2003)
 QO1287
 QO1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1287'RECOVERED AS DESCRIBED.
 QO1287
 QO1287                          STATION RECOVERY (2005)
 QO1287
 QO1287'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCH)
 QO1287'RECOVERED IN GOOD CONDITION.
 QO1287
 QO1287                          STATION RECOVERY (2007)
 QO1287
 QO1287'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1287'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF SAINT
 QO1287'MICHAEL, 5.4 MI (8.7 KM) SOUTH OF ELK RIVER AND 2.6 MI (4.2 KM) NORTH
 QO1287'OF ROGERS.
 QO1287' 
 QO1287'TO REACH TO THE MARK GO 2.2 MI (3.5 KM) NORTH OF THE JUNCTION OF
 QO1287'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, AT TRUNK
 QO1287'HIGHWAY 101 MILE POINT 41.9, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK
 QO1287'HIGHWAY 101 BRIDGE 27020 OVER CROW RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9430 ***********************************************************************
 DF9430  DESIGNATION -  2738 E
 DF9430  PID         -  DF9430
 DF9430  STATE/COUNTY-  MN/HENNEPIN
 DF9430  COUNTRY     -  US
 DF9430  USGS QUAD   -  ROGERS (1993)
 DF9430
 DF9430                         *CURRENT SURVEY CONTROL
 DF9430  ______________________________________________________________________
 DF9430* NAD 83(2007) POSITION- 45 12 36.85474(N) 093 33 15.18685(W)   ADJUSTED  
 DF9430* NAD 83(2007) ELLIP HT-   248.807 (meters)        (02/10/07)   ADJUSTED
 DF9430* NAD 83(2007) EPOCH   -  2002.00
 DF9430* NAVD 88 ORTHO HEIGHT -   276.905  (meters)     908.48  (feet) ADJUSTED  
 DF9430  ______________________________________________________________________
 DF9430  NAD 83(2007) X  -   -279,043.981 (meters)                     COMP
 DF9430  NAD 83(2007) Y  - -4,492,556.983 (meters)                     COMP
 DF9430  NAD 83(2007) Z  -  4,504,015.828 (meters)                     COMP
 DF9430  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC09
 DF9430  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF9430  DYNAMIC HEIGHT  -        276.879 (meters)      908.39  (feet) COMP
 DF9430  MODELED GRAVITY -    980,515.7   (mgal)                       NAVD 88
 DF9430
 DF9430  VERT ORDER      -  SECOND    CLASS I
 DF9430
 DF9430  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9430  Type                                         Horiz  Ellip  Dist(km)
 DF9430  -------------------------------------------------------------------
 DF9430  NETWORK                                       0.37   0.43
 DF9430  -------------------------------------------------------------------
 DF9430  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.27   0.24      1.71
 DF9430  -------------------------------------------------------------------
 DF9430  NOTE: Click here for information on individual local accuracy
 DF9430  values and other accuracy information.
 DF9430
 DF9430
 DF9430.The horizontal coordinates were established by GPS observations
 DF9430.and adjusted by the National Geodetic Survey in February 2007.
 DF9430
 DF9430.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9430.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9430
 DF9430.The horizontal coordinates are valid at the epoch date displayed above
 DF9430.which is a decimal equivalence of Year/Month/Day.
 DF9430
 DF9430.The orthometric height was determined by differential leveling and
 DF9430.adjusted in February 2010.
 DF9430
 DF9430.Photographs are available for this station.
 DF9430
 DF9430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9430
 DF9430.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9430
 DF9430.The ellipsoidal height was determined by GPS observations
 DF9430.and is referenced to NAD 83.
 DF9430
 DF9430.The dynamic height is computed by dividing the NAVD 88
 DF9430.geopotential number by the normal gravity value computed on the
 DF9430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9430.degrees latitude (g = 980.6199 gals.).
 DF9430
 DF9430.The modeled gravity was interpolated from observed gravity values.
 DF9430
 DF9430. The following values were computed from the NAD 83(2007) position.
 DF9430
 DF9430;                    North         East     Units Scale Factor Converg.
 DF9430;SPC MN S     -   345,686.243   835,019.456   MT  0.99999860   +0 18 44.9
 DF9430;SPC MN S     - 1,134,138.95  2,739,559.67   sFT  0.99999860   +0 18 44.9
 DF9430;UTM  15      - 5,006,454.930   456,479.140   MT  0.99962329   -0 23 36.0
 DF9430
 DF9430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9430!SPC MN S     -   0.99996099  x   0.99999860  =   0.99995959
 DF9430!UTM  15      -   0.99996099  x   0.99962329  =   0.99958430
 DF9430
 DF9430:                Primary Azimuth Mark                     Grid Az
 DF9430:SPC MN S     -  2738 C                                   009 35 10.2
 DF9430:UTM  15      -  2738 C                                   010 17 31.1
 DF9430
 DF9430|---------------------------------------------------------------------|
 DF9430| PID    Reference Object                     Distance      Geod. Az  |
 DF9430|                                                           dddmmss.s |
 DF9430| QO1286 2738 C                              APPROX. 1.0 KM 0095355.1 |
 DF9430|---------------------------------------------------------------------|
 DF9430
 DF9430                          SUPERSEDED SURVEY CONTROL
 DF9430
 DF9430  NAD 83(1996)-  45 12 36.85456(N)    093 33 15.18633(W) AD(       ) 1
 DF9430  ELLIP H (01/02/04)  248.841  (m)                       GP(       ) 3 1
 DF9430  NAVD 88 (01/02/04)  276.91   (m)          908.5    (f) LEVELING    3  
 DF9430
 DF9430.Superseded values are not recommended for survey control.
 DF9430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9430.See file dsdata.txt to determine how the superseded data were derived.
 DF9430
 DF9430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5647906454(NAD 83)
 DF9430
 DF9430_MARKER: DD = SURVEY DISK
 DF9430_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9430_STAMPING: 2738 E 2003
 DF9430_MARK LOGO: MNDT  
 DF9430_PROJECTION: RECESSED 8 CENTIMETERS
 DF9430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9430+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 DF9430_ROD/PIPE-DEPTH: 15.2 meters
 DF9430
 DF9430  HISTORY     - Date     Condition        Report By
 DF9430  HISTORY     - 2003     MONUMENTED       MNDT
 DF9430  HISTORY     - 20030827 GOOD             MNDT
 DF9430  HISTORY     - 20030903 GOOD             MNDT
 DF9430  HISTORY     - 20071008 GOOD             MNDT
 DF9430
 DF9430                          STATION DESCRIPTION
 DF9430
 DF9430'DESCRIBED BY MN DEPT OF TRANSP 2003 (DAS)
 DF9430'RECOVERED AS DESCRIBED.
 DF9430
 DF9430                          STATION RECOVERY (2003)
 DF9430
 DF9430'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF9430'THE MARK IS 1 MILE (1.6 KM) NORTH OF ROGERS, 1.0 MI (1.6 KM) NORTH OF
 DF9430'INTERSTATE
 DF9430'HIGHWAY 94 ALONG TRUNK HIGHWAY 101 TO MILEPOINT 40.25, THEN 0.10 MILE
 DF9430'(0.16 KM) WEST ON
 DF9430'COUNTY RD 144 ( 141 AVE NORTH ) , 34.7 FT (10.6 M) SOUTH OF THE CENTER
 DF9430'OF 141 AVE, 33.3 FT (10.1
 DF9430'M) WEST OF POWERLINE POLE, 65.6 FT (20.0 M) WEST OF HYDRANT, 0.9 FT
 DF9430'(27.4 CM) NORTH OF
 DF9430'WITNESS POST.  THE MARK IS A MNDT GEODETIC CONTROL MARK DISK ON A 3/4
 DF9430'INCH DIAMETER BY
 DF9430'50 FT LONG DRIVEN ALUMINUM ROD.
 DF9430' 
 DF9430' 
 DF9430'
 DF9430
 DF9430                          STATION RECOVERY (2007)
 DF9430
 DF9430'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 DF9430'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF ELK RIVER, 5.4 MI
 DF9430'(8.7 KM) EAST OF SAINT MICHAEL AND 1.5 MI (2.4 KM) NORTH OF ROGERS.
 DF9430' 
 DF9430'TO REACH TO THE MARK FROM 1.0 MI (1.6 KM) NORTH OF ROGERS, 1.0 MI (1.6
 DF9430'KM) NORTH ALONG TRUNK HIGHWAY 101 FROM THE JUNCTION OF TRUNK HIGHWAY
 DF9430'101 AND INTERSTATE HIGHWAY 94 IN ROGERS, TO TRUNK HIGHWAY 101 MILE
 DF9430'POINT 40.25, THENCE, 0.10 MI (0.2 KM) WEST ON COUNTY ROAD 144 34.7 FT
 DF9430'(10.6 M) SOUTH OF 141 AVENUE NORTH, 33.3 FT (10.1 M) WEST OF POWER
 DF9430'POLE, 65.6 FT (20.0 M) WEST OF HYDRANT, 0.9 FT (0.3 M) NORTH OF A
 DF9430'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4511 ***********************************************************************
 DL4511  DESIGNATION -  2738 F
 DL4511  PID         -  DL4511
 DL4511  STATE/COUNTY-  MN/HENNEPIN
 DL4511  COUNTRY     -  US
 DL4511  USGS QUAD   -  ROGERS (1993)
 DL4511
 DL4511                         *CURRENT SURVEY CONTROL
 DL4511  ______________________________________________________________________
 DL4511* NAD 83(1986) POSITION- 45 13 36.00   (N) 093 33 09.24   (W)   HD_HELD1  
 DL4511* NAVD 88 ORTHO HEIGHT -   267.212  (meters)     876.68  (feet) ADJUSTED  
 DL4511  ______________________________________________________________________
 DL4511  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 DL4511  DYNAMIC HEIGHT  -        267.187 (meters)      876.60  (feet) COMP
 DL4511  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 DL4511
 DL4511  VERT ORDER      -  SECOND    CLASS I
 DL4511
 DL4511.The horizontal coordinates were established by differentially corrected
 DL4511.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL4511.
 DL4511.The orthometric height was determined by differential leveling and
 DL4511.adjusted in February 2010.
 DL4511
 DL4511.The dynamic height is computed by dividing the NAVD 88
 DL4511.geopotential number by the normal gravity value computed on the
 DL4511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4511.degrees latitude (g = 980.6199 gals.).
 DL4511
 DL4511.The modeled gravity was interpolated from observed gravity values.
 DL4511
 DL4511;                    North         East    Units  Estimated Accuracy
 DL4511;SPC MN S     -   347,512.8     835,139.2     MT  (+/- 3 meters HH1 GPS) 
 DL4511
 DL4511                          SUPERSEDED SURVEY CONTROL
 DL4511
 DL4511.No superseded survey control is available for this station.
 DL4511
 DL4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5662108279(NAD 83)
 DL4511
 DL4511_MARKER: DV = VERTICAL CONTROL DISK
 DL4511_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL4511_SP_SET: BRIDGE RAILING
 DL4511_STAMPING: 2738 F 2003
 DL4511_MARK LOGO: MNDT  
 DL4511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL4511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4511+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2003
 DL4511
 DL4511  HISTORY     - Date     Condition        Report By
 DL4511  HISTORY     - 1993     MONUMENTED       MNDT
 DL4511  HISTORY     - 20030827 GOOD             MNDT
 DL4511
 DL4511                          STATION DESCRIPTION
 DL4511
 DL4511'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DL4511'RECOVERED AS DESCRIBED. MARK IS LOCATED 2.2 MILES (3.5 KM) NORTH OF
 DL4511'ROGERS AT THE SOUTHEAST CORNER OF TRUNK HIGHWAY 101 BRIDGE NUMBER
 DL4511'27019 OVER THE CROW RIVER.
 DL4511' 
 DL4511'TO REACH STATION GO 2.2 MILES (3.5 KM) ALONG TRUNK HIGHWAY 101 FROM
 DL4511'THE JUNCTION OF TRUNK HIGHWAY 101 AND INTERSECTION 94 IN ROGERS, AT
 DL4511'TRUNK HIGHWAY 101 MILEPOINT 41.9, 19.5 FEET (5.9 M) EAST OF SOUTHBOUND
 DL4511'TRUNK HIGHWAY 101, 14 FEET (4.3 M) NORTH OF SOUTHEAST CORNER OF BRIDGE
 DL4511'RAILING.
 DL4511' 
 DL4511'STATION MARK IS VERTICAL CONTROL MNDT DISK SET IN BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0868 ***********************************************************************
 QO0868  DESIGNATION -  274/2 CAP
 QO0868  PID         -  QO0868
 QO0868  STATE/COUNTY-  MN/SHERBURNE
 QO0868  COUNTRY     -  US
 QO0868  USGS QUAD   -  ELK RIVER (1993)
 QO0868
 QO0868                         *CURRENT SURVEY CONTROL
 QO0868  ______________________________________________________________________
 QO0868* NAD 83(1986) POSITION- 45 15 58.5    (N) 093 32 47.3    (W)   HD_HELD2  
 QO0868* NAVD 88 ORTHO HEIGHT -   271.061  (meters)     889.31  (feet) ADJUSTED  
 QO0868  ______________________________________________________________________
 QO0868  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 QO0868  DYNAMIC HEIGHT  -        271.037 (meters)      889.23  (feet) COMP
 QO0868  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 QO0868
 QO0868  VERT ORDER      -  FIRST     CLASS I
 QO0868
 QO0868.The horizontal coordinates were established by autonomous hand held GPS
 QO0868.observations and have an estimated accuracy of +/- 10 meters.
 QO0868.
 QO0868.The orthometric height was determined by differential leveling and
 QO0868.adjusted in June 1991.
 QO0868
 QO0868.Photographs are available for this station.
 QO0868
 QO0868.The dynamic height is computed by dividing the NAVD 88
 QO0868.geopotential number by the normal gravity value computed on the
 QO0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0868.degrees latitude (g = 980.6199 gals.).
 QO0868
 QO0868.The modeled gravity was interpolated from observed gravity values.
 QO0868
 QO0868;                    North         East    Units  Estimated Accuracy
 QO0868;SPC MN S     -   351,915.      835,593.      MT  (+/- 10 meters HH2 GPS)
 QO0868
 QO0868                          SUPERSEDED SURVEY CONTROL
 QO0868
 QO0868  NGVD 29 (??/??/92)  270.942  (m)          888.92   (f) ADJ UNCH    1 1
 QO0868
 QO0868.Superseded values are not recommended for survey control.
 QO0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0868.See file dsdata.txt to determine how the superseded data were derived.
 QO0868
 QO0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5712912673(NAD 83)
 QO0868
 QO0868_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0868_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0868
 QO0868  HISTORY     - Date     Condition        Report By
 QO0868  HISTORY     - UNK      MONUMENTED       MRC
 QO0868  HISTORY     - 1970     GOOD             NGS
 QO0868
 QO0868                          STATION DESCRIPTION
 QO0868
 QO0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0868'3.3 MI SE FROM ELK RIVER.
 QO0868'ABOUT 2.85 MILES SOUTHEAST ALONG U.S. HIGWAYS 10, 52 AND 169 FROM THE
 QO0868'SHERBURNE COUNTY COURTHOUSE AT ELK RIVER, THENCE 0.35 MILE SOUTHWEST
 QO0868'ALONG A PAVED ROAD, THENCE 0.1 MILE SOUTHEAST ALONG A TRAIL ROAD, 10
 QO0868'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 266 FEET NORTHWEST OF A
 QO0868'CORNER FENCE POST, 1/2 FOOT SOUTHWEST OF A FENCE, ABOUT LEVEL WITH THE
 QO0868'ROAD, 1.4 FEET SOUTH OF A METAL WITNESS POST, AND ACCESS TO WHICH IS
 QO0868'HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER
 QO0868'COMMISSION CAP AND WHICH PROJECTS 6 INCHES.  1/4, SEC 14, T 32N, R
 QO0868'26W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2389 ***********************************************************************
 QO2389  DESIGNATION -  2741 A
 QO2389  PID         -  QO2389
 QO2389  STATE/COUNTY-  MN/HENNEPIN
 QO2389  COUNTRY     -  US
 QO2389  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2389
 QO2389                         *CURRENT SURVEY CONTROL
 QO2389  ______________________________________________________________________
 QO2389* NAD 83(1986) POSITION- 45 02 29.51   (N) 093 19 02.47   (W)   HD_HELD1  
 QO2389* NAVD 88 ORTHO HEIGHT -   270.009  (meters)     885.85  (feet) ADJUSTED  
 QO2389  ______________________________________________________________________
 QO2389  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2389  DYNAMIC HEIGHT  -        270.005 (meters)      885.84  (feet) COMP
 QO2389  MODELED GRAVITY -    980,596.3   (mgal)                       NAVD 88
 QO2389
 QO2389  VERT ORDER      -  SECOND    CLASS II
 QO2389
 QO2389.The horizontal coordinates were established by differentially corrected
 QO2389.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2389.
 QO2389.The orthometric height was determined by differential leveling and
 QO2389.adjusted in June 1995.
 QO2389
 QO2389.Photographs are available for this station.
 QO2389
 QO2389.The dynamic height is computed by dividing the NAVD 88
 QO2389.geopotential number by the normal gravity value computed on the
 QO2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2389.degrees latitude (g = 980.6199 gals.).
 QO2389
 QO2389.The modeled gravity was interpolated from observed gravity values.
 QO2389
 QO2389;                    North         East    Units  Estimated Accuracy
 QO2389;SPC MN S     -   327,066.6     853,783.2     MT  (+/- 3 meters HH1 GPS) 
 QO2389
 QO2389                          SUPERSEDED SURVEY CONTROL
 QO2389
 QO2389.No superseded survey control is available for this station.
 QO2389
 QO2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7500587612(NAD 83)
 QO2389
 QO2389_MARKER: DV = VERTICAL CONTROL DISK
 QO2389_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2389_SP_SET: BRIDGE ABUTMENT
 QO2389_STAMPING: 2741 A 1979
 QO2389_MARK LOGO: MNHD  
 QO2389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2389+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 QO2389
 QO2389  HISTORY     - Date     Condition        Report By
 QO2389  HISTORY     - 1979     MONUMENTED       MNHD
 QO2389  HISTORY     - 20070802 GOOD             MNDT
 QO2389  HISTORY     - 20080703 GOOD             MNDT
 QO2389
 QO2389                          STATION DESCRIPTION
 QO2389
 QO2389'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2389'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2389'SECTION 11, T118N, R21W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT
 QO2389'OF THE TRUNK HIGHWAY 152 BRIDGE (NUMBER 27152) OVER THE SOO LINE
 QO2389'RAILROAD, 0.7 MI (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 152 FROM ITS
 QO2389'JUNCTION WITH TRUNK HIGHWAY 100 IN BROOKLYN CENTER.  THE MARK, A
 QO2389'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2741 A
 QO2389'1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2389
 QO2389                          STATION RECOVERY (2007)
 QO2389
 QO2389'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2389'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2389'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0 KM)
 QO2389'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2389' 
 QO2389'TO REACH TO THE MARK IN MINNEAPOLIS, 0.7 MI (1.1 KM) SOUTHEAST ALONG
 QO2389'TRUNK HIGHWAY 152 FROM THE JUNCTION OF TRUNK HIGHWAY 152 AND TRUNK
 QO2389'HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 152 BRIDGE 27152
 QO2389'OVER RAILROAD.
 QO2389
 QO2389                          STATION RECOVERY (2008)
 QO2389
 QO2389'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2389'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2389'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0 KM)
 QO2389'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2389' 
 QO2389'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.7 MI (1.1 KM) SOUTHEAST
 QO2389'ALONG TRUNK HIGHWAY 152 FROM THE JUNCTION OF TRUNK HIGHWAY 152 AND
 QO2389'TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 152 BRIDGE
 QO2389'27152 OVER RAILROAD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2390 ***********************************************************************
 QO2390  DESIGNATION -  2741 B
 QO2390  PID         -  QO2390
 QO2390  STATE/COUNTY-  MN/HENNEPIN
 QO2390  COUNTRY     -  US
 QO2390  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2390
 QO2390                         *CURRENT SURVEY CONTROL
 QO2390  ______________________________________________________________________
 QO2390* NAD 83(1986) POSITION- 45 02 11.57   (N) 093 18 38.08   (W)   HD_HELD1  
 QO2390* NAVD 88 ORTHO HEIGHT -   261.549  (meters)     858.10  (feet) ADJUSTED  
 QO2390  ______________________________________________________________________
 QO2390  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2390  DYNAMIC HEIGHT  -        261.546 (meters)      858.09  (feet) COMP
 QO2390  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 QO2390
 QO2390  VERT ORDER      -  SECOND    CLASS II
 QO2390
 QO2390.The horizontal coordinates were established by differentially corrected
 QO2390.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2390.
 QO2390.The orthometric height was determined by differential leveling and
 QO2390.adjusted in June 1995.
 QO2390
 QO2390.Photographs are available for this station.
 QO2390
 QO2390.The dynamic height is computed by dividing the NAVD 88
 QO2390.geopotential number by the normal gravity value computed on the
 QO2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2390.degrees latitude (g = 980.6199 gals.).
 QO2390
 QO2390.The modeled gravity was interpolated from observed gravity values.
 QO2390
 QO2390;                    North         East    Units  Estimated Accuracy
 QO2390;SPC MN S     -   326,517.3     854,321.7     MT  (+/- 3 meters HH1 GPS) 
 QO2390
 QO2390                          SUPERSEDED SURVEY CONTROL
 QO2390
 QO2390.No superseded survey control is available for this station.
 QO2390
 QO2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7553787057(NAD 83)
 QO2390
 QO2390_MARKER: DV = VERTICAL CONTROL DISK
 QO2390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2390_SP_SET: METAL ROD WITH BASE PLATE
 QO2390_STAMPING: 2741 B 1979
 QO2390_MARK LOGO: MNHD  
 QO2390_PROJECTION: RECESSED 5 CENTIMETERS
 QO2390_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2390
 QO2390  HISTORY     - Date     Condition        Report By
 QO2390  HISTORY     - 1979     MONUMENTED       MNHD
 QO2390  HISTORY     - 20070802 GOOD             MNDT
 QO2390
 QO2390                          STATION DESCRIPTION
 QO2390
 QO2390'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2390'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2390'SECTION 14, T118N, R21W, IN THE TRIANGLE BOUNDED BY TRUNK HIGHWAY 152
 QO2390'(OSSEO ROAD) WITH NORTH QUEEN AVENUE AND NORTH 45TH AVENUE, 1.15 MI
 QO2390'(1.85 KM) SOUTHEAST ALONG TRUNK HIGHWAY 152 FROM ITS JUNCTION WITH
 QO2390'TRUNK HIGHWAY 100 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT
 QO2390'VERTICAL CONTROL MONUMENT DISK STAMPED---2741 B 1979---, IS SET ON
 QO2390'TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF
 QO2390'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 QO2390'INCH DIAMETER HOLE AND IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 QO2390'GROUND. THE MARK IS 43 FT (13.1 M) NORTHEAST OF THE CENTERLINE OF
 QO2390'TRUNK HIGHWAY 152, 46 FT (14.0 M) WEST OF THE CENTERLINE OF NORTH
 QO2390'QUEEN AVENUE, 41 FT (12.5 M) SOUTH OF THE CENTERLINE OF NORTH 45TH
 QO2390'AVENUE, 37 FT (11.3 M) SOUTHEAST OF A POWER POLE, 28 FT (8.5 M)
 QO2390'SOUTH OF A FIRE HYDRANT, AND 1 FT (0.3 M) WEST OF A STEEL WITNESS
 QO2390'POST.
 QO2390
 QO2390                          STATION RECOVERY (2007)
 QO2390
 QO2390'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2390'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF OSSEO, 5.7 MI
 QO2390'(9.2 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 4.5 MI (7.2 KM)
 QO2390'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2390' 
 QO2390'TO REACH TO THE MARK IN MINNEAPOLIS, GO 1.15 MI (1.9 KM) SOUTHEAST
 QO2390'ALONG TRUNK HIGHWAY 152 FROM THE JUNCTION OF TRUNK HIGHWAY 152 AND
 QO2390'TRUNK HIGHWAY 100, AT THE JUNCTION OF TRUNK HIGHWAY 152 (NORTH QUEEN
 QO2390'AVENUE) AND NORTH 45TH AVENUE, 43 FT (13.1 M) NORTHEAST OF TRUNK
 QO2390'HIGHWAY 152, 46 FT (14.0 M) WEST OF NORTH QUEEN AVENUE, 41 FT (12.5 M)
 QO2390'SOUTH OF NORTH 45TH AVENUE, 37 FT (11.3 M) SOUTHEAST OF POWER POLE, 28
 QO2390'FT (8.5 M) SOUTH OF FIRE HYDRANT, 1.0 FT (0.3 M) WEST OF A WITNESS
 QO2390'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2392 ***********************************************************************
 QO2392  DESIGNATION -  2741 C
 QO2392  PID         -  QO2392
 QO2392  STATE/COUNTY-  MN/HENNEPIN
 QO2392  COUNTRY     -  US
 QO2392  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2392
 QO2392                         *CURRENT SURVEY CONTROL
 QO2392  ______________________________________________________________________
 QO2392* NAD 83(1986) POSITION- 45 02 11.62   (N) 093 17 35.10   (W)   HD_HELD1  
 QO2392* NAVD 88 ORTHO HEIGHT -   255.765  (meters)     839.12  (feet) ADJUSTED  
 QO2392  ______________________________________________________________________
 QO2392  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2392  DYNAMIC HEIGHT  -        255.762 (meters)      839.11  (feet) COMP
 QO2392  MODELED GRAVITY -    980,594.7   (mgal)                       NAVD 88
 QO2392
 QO2392  VERT ORDER      -  SECOND    CLASS II
 QO2392
 QO2392.The horizontal coordinates were established by differentially corrected
 QO2392.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2392.
 QO2392.The orthometric height was determined by differential leveling and
 QO2392.adjusted in June 1995.
 QO2392
 QO2392.The dynamic height is computed by dividing the NAVD 88
 QO2392.geopotential number by the normal gravity value computed on the
 QO2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2392.degrees latitude (g = 980.6199 gals.).
 QO2392
 QO2392.The modeled gravity was interpolated from observed gravity values.
 QO2392
 QO2392;                    North         East    Units  Estimated Accuracy
 QO2392;SPC MN S     -   326,530.6     855,700.1     MT  (+/- 3 meters HH1 GPS) 
 QO2392
 QO2392                          SUPERSEDED SURVEY CONTROL
 QO2392
 QO2392.No superseded survey control is available for this station.
 QO2392
 QO2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7691587053(NAD 83)
 QO2392
 QO2392_MARKER: DV = VERTICAL CONTROL DISK
 QO2392_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2392_SP_SET: BRIDGE ABUTMENT
 QO2392_STAMPING: 2741 C 1979
 QO2392_MARK LOGO: MNHD  
 QO2392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2392
 QO2392  HISTORY     - Date     Condition        Report By
 QO2392  HISTORY     - 1979     MONUMENTED       MNHD
 QO2392  HISTORY     - 20070701 GOOD             MNDT
 QO2392
 QO2392                          STATION DESCRIPTION
 QO2392
 QO2392'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2392'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2392'SECTION 13, T118N, R21W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT
 QO2392'OF THE 45TH AVENUE BRIDGE (NUMBER 27506) OVER SHINGLE CREEK, 0.3 MI
 QO2392'(0.5 KM) WEST ALONG 45TH AVENUE NORTH FROM ITS JUNCTION WITH TRUNK
 QO2392'HIGHWAY 169 (LYNDALE AVENUE) IN MINNEAPOLIS.  THE MARK, A STANDARD
 QO2392'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2741 C 1979---, IS SET
 QO2392'FLUSH IN A DRILL HOLE.
 QO2392
 QO2392                          STATION RECOVERY (2007)
 QO2392
 QO2392'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2392'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF OSSEO, 4.9 MI
 QO2392'(7.9 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 4.2 MI (6.8 KM)
 QO2392'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2392' 
 QO2392'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.3 MI (0.5 KM) WEST OF THE
 QO2392'JUNCTION OF TRUNK HIGHWAY 169 (LYNDALE AVENUE NORTH) AND 45TH AVENUE
 QO2392'NORTH, IN SOUTHEAST CORNER OF 45TH AVENUE NORTH BRIDGE 27506 OVER
 QO2392'SHINGLE CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2380 ***********************************************************************
 QO2380  DESIGNATION -  2742 A
 QO2380  PID         -  QO2380
 QO2380  STATE/COUNTY-  MN/HENNEPIN
 QO2380  COUNTRY     -  US
 QO2380  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2380
 QO2380                         *CURRENT SURVEY CONTROL
 QO2380  ______________________________________________________________________
 QO2380* NAD 83(1986) POSITION- 45 05 42.     (N) 093 21 29.     (W)   SCALED    
 QO2380* NAVD 88 ORTHO HEIGHT -   266.160  (meters)     873.23  (feet) ADJUSTED  
 QO2380  ______________________________________________________________________
 QO2380  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 QO2380  DYNAMIC HEIGHT  -        266.155 (meters)      873.21  (feet) COMP
 QO2380  MODELED GRAVITY -    980,587.8   (mgal)                       NAVD 88
 QO2380
 QO2380  VERT ORDER      -  SECOND    CLASS II
 QO2380
 QO2380.The horizontal coordinates were scaled from a topographic map and have
 QO2380.an estimated accuracy of +/- 6 seconds.
 QO2380.
 QO2380.The orthometric height was determined by differential leveling and
 QO2380.adjusted in June 1995.
 QO2380
 QO2380.The dynamic height is computed by dividing the NAVD 88
 QO2380.geopotential number by the normal gravity value computed on the
 QO2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2380.degrees latitude (g = 980.6199 gals.).
 QO2380
 QO2380.The modeled gravity was interpolated from observed gravity values.
 QO2380
 QO2380;                    North         East    Units  Estimated Accuracy
 QO2380;SPC MN S     -   332,980.      850,530.      MT  (+/- 180 meters Scaled)
 QO2380
 QO2380                          SUPERSEDED SURVEY CONTROL
 QO2380
 QO2380.No superseded survey control is available for this station.
 QO2380
 QO2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK718935(NAD 83)
 QO2380
 QO2380_MARKER: DV = VERTICAL CONTROL DISK
 QO2380_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2380+WITH SETTING: INTO GROUND
 QO2380_SP_SET: METAL ROD WITH BASE PLATE
 QO2380_STAMPING: 2742 A 1980
 QO2380_MARK LOGO: MNDT  
 QO2380_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2380+STABILITY: SURFACE MOTION
 QO2380
 QO2380  HISTORY     - Date     Condition        Report By
 QO2380  HISTORY     - 1980     MONUMENTED       MNDT
 QO2380  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2380
 QO2380                          STATION DESCRIPTION
 QO2380
 QO2380'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2380'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE SW 1/4 OF
 QO2380'SECTION 21, T119N, R21W, 1.25 MI (2.01 KM) EAST ALONG TRUNK HIGHWAY
 QO2380'152 FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 52 IN BROOKLYN PARK.
 QO2380'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2380'STAMPED---2742 A 1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2380'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM
 QO2380'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS
 QO2380'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 275 FT (83.8 M)
 QO2380'WEST OF ZANE AVENUE, 28 FT (8.5 M) WEST OF THE CENTERLINE OF THE WEST
 QO2380'ENTRANCE TO A WHITE CASTLE RESTERANT, 18 FT (5.5 M) SOUTHEAST OF A
 QO2380'POWER POLE (NUMBER 4 OSS 63), 6 FT (1.8 M) NORTH OF THE NORTH CURB
 QO2380'OF THE WESTBOUND LANE OF TRUNK HIGHWAY 152, AND 2 FT (0.6 M) EAST OF
 QO2380'A STEEL WITNESS POST.
 QO2380
 QO2380                          STATION RECOVERY (2007)
 QO2380
 QO2380'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2380'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2382 ***********************************************************************
 QO2382  DESIGNATION -  2742 C
 QO2382  PID         -  QO2382
 QO2382  STATE/COUNTY-  MN/HENNEPIN
 QO2382  COUNTRY     -  US
 QO2382  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2382
 QO2382                         *CURRENT SURVEY CONTROL
 QO2382  ______________________________________________________________________
 QO2382* NAD 83(1986) POSITION- 45 05 22.     (N) 093 20 47.     (W)   SCALED    
 QO2382* NAVD 88 ORTHO HEIGHT -   263.271  (meters)     863.75  (feet) ADJUSTED  
 QO2382  ______________________________________________________________________
 QO2382  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 QO2382  DYNAMIC HEIGHT  -        263.266 (meters)      863.73  (feet) COMP
 QO2382  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 QO2382
 QO2382  VERT ORDER      -  SECOND    CLASS II
 QO2382
 QO2382.The horizontal coordinates were scaled from a topographic map and have
 QO2382.an estimated accuracy of +/- 6 seconds.
 QO2382.
 QO2382.The orthometric height was determined by differential leveling and
 QO2382.adjusted in June 1995.
 QO2382
 QO2382.The dynamic height is computed by dividing the NAVD 88
 QO2382.geopotential number by the normal gravity value computed on the
 QO2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2382.degrees latitude (g = 980.6199 gals.).
 QO2382
 QO2382.The modeled gravity was interpolated from observed gravity values.
 QO2382
 QO2382;                    North         East    Units  Estimated Accuracy
 QO2382;SPC MN S     -   332,370.      851,450.      MT  (+/- 180 meters Scaled)
 QO2382
 QO2382                          SUPERSEDED SURVEY CONTROL
 QO2382
 QO2382.No superseded survey control is available for this station.
 QO2382
 QO2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK727929(NAD 83)
 QO2382
 QO2382_MARKER: DV = VERTICAL CONTROL DISK
 QO2382_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO2382+WITH SETTING: INTO GROUND
 QO2382_SP_SET: METAL ROD WITH BASE PLATE
 QO2382_STAMPING: 2742 C 1980
 QO2382_MARK LOGO: MNDT  
 QO2382_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2382+STABILITY: SURFACE MOTION
 QO2382
 QO2382  HISTORY     - Date     Condition        Report By
 QO2382  HISTORY     - 1980     MONUMENTED       MNDT
 QO2382  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2382
 QO2382                          STATION DESCRIPTION
 QO2382
 QO2382'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2382'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, IN THE NE 1/4 OF
 QO2382'SECTION 28, T119N, R21W, 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY
 QO2382'152 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN CENTER.  THE
 QO2382'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2742 C
 QO2382'1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD STEEL (MAGNETIC) ROD
 QO2382'WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 QO2382'OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS FLUSH WITH THE SURFACE
 QO2382'OF THE GROUND.  THE MARK IS 59 FT (18.0 M) EAST OF THE CENTERLINE OF
 QO2382'TRUNK HIGHWAY 152 AND BROOKLYN BOULEVARD, 253 FT (77.1 M) NORTHWEST
 QO2382'OF THE ENTRANCE TO PARK CENTER HIGH SCHOOL, 9 FT (2.7 M) NORTH OF
 QO2382'THE SOUTH END OF A CHAIN LINK FENCE, AND 3 FT (0.9 M) EAST OF A
 QO2382'CHAIN LINK FENCE.
 QO2382
 QO2382                          STATION RECOVERY (2007)
 QO2382
 QO2382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2382'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2384 ***********************************************************************
 QO2384  DESIGNATION -  2742 E
 QO2384  PID         -  QO2384
 QO2384  STATE/COUNTY-  MN/HENNEPIN
 QO2384  COUNTRY     -  US
 QO2384  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2384
 QO2384                         *CURRENT SURVEY CONTROL
 QO2384  ______________________________________________________________________
 QO2384* NAD 83(1986) POSITION- 45 04 18.     (N) 093 19 46.     (W)   SCALED    
 QO2384* NAVD 88 ORTHO HEIGHT -   262.277  (meters)     860.49  (feet) ADJUSTED  
 QO2384  ______________________________________________________________________
 QO2384  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 QO2384  DYNAMIC HEIGHT  -        262.273 (meters)      860.47  (feet) COMP
 QO2384  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 QO2384
 QO2384  VERT ORDER      -  SECOND    CLASS II
 QO2384
 QO2384.The horizontal coordinates were scaled from a topographic map and have
 QO2384.an estimated accuracy of +/- 6 seconds.
 QO2384.
 QO2384.The orthometric height was determined by differential leveling and
 QO2384.adjusted in June 1995.
 QO2384
 QO2384.The dynamic height is computed by dividing the NAVD 88
 QO2384.geopotential number by the normal gravity value computed on the
 QO2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2384.degrees latitude (g = 980.6199 gals.).
 QO2384
 QO2384.The modeled gravity was interpolated from observed gravity values.
 QO2384
 QO2384;                    North         East    Units  Estimated Accuracy
 QO2384;SPC MN S     -   330,410.      852,800.      MT  (+/- 180 meters Scaled)
 QO2384
 QO2384                          SUPERSEDED SURVEY CONTROL
 QO2384
 QO2384.No superseded survey control is available for this station.
 QO2384
 QO2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK740909(NAD 83)
 QO2384
 QO2384_MARKER: DV = VERTICAL CONTROL DISK
 QO2384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO2384_SP_SET: METAL ROD WITH BASE PLATE
 QO2384_STAMPING: 2742 E 1980
 QO2384_MARK LOGO: MNDT  
 QO2384_MAGNETIC: I = MARKER IS A STEEL ROD
 QO2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2384+STABILITY: SURFACE MOTION
 QO2384
 QO2384  HISTORY     - Date     Condition        Report By
 QO2384  HISTORY     - 1980     MONUMENTED       MNDT
 QO2384  HISTORY     - 20070802 MARK NOT FOUND   MNDT
 QO2384
 QO2384                          STATION DESCRIPTION
 QO2384
 QO2384'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2384'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2384'SECTION 34, T119N, R21W, 0.4 MI (0.6 KM) SOUTHEAST MEASURED ALONG
 QO2384'TRUNK HIGHWAY 152 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN
 QO2384'CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2384'STAMPED---2742 E 1980---, IS SET ON TOP OF 8 FEET OF COPPER-CLAD
 QO2384'STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO THE BOTTOM
 QO2384'AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE AND IS
 QO2384'FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 58 FT (17.7 M)
 QO2384'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 152, 750 FT (228.6 M)
 QO2384'NORTHWEST OF 63RD AVENUE NORTH NEAR THE NORTHWEST CORNER OF THE
 QO2384'BITUMINOUS PARKING LOT, 37 FT (11.3 M) SOUTHEAST OF A POWER POLE,
 QO2384'AND 3 FT (0.9 M) WEST OF THE SOUTHEAST CORNER OF THE CHAIN LINK
 QO2384'FENCE AROUND THE PLAY GROUND.
 QO2384
 QO2384                          STATION RECOVERY (2007)
 QO2384
 QO2384'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2384'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2385 ***********************************************************************
 QO2385  DESIGNATION -  2742 F
 QO2385  PID         -  QO2385
 QO2385  STATE/COUNTY-  MN/HENNEPIN
 QO2385  COUNTRY     -  US
 QO2385  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2385
 QO2385                         *CURRENT SURVEY CONTROL
 QO2385  ______________________________________________________________________
 QO2385* NAD 83(2007) POSITION- 45 04 00.15727(N) 093 19 36.18697(W)   ADJUSTED  
 QO2385* NAD 83(2007) ELLIP HT-   235.359 (meters)        (03/18/10)   ADJUSTED
 QO2385* NAD 83(2007) EPOCH   -  2002.00
 QO2385* NAVD 88 ORTHO HEIGHT -   262.555  (meters)     861.40  (feet) ADJUSTED  
 QO2385  ______________________________________________________________________
 QO2385  NAD 83(2007) X  -   -261,859.142 (meters)                     COMP
 QO2385  NAD 83(2007) Y  - -4,504,907.598 (meters)                     COMP
 QO2385  NAD 83(2007) Z  -  4,492,754.239 (meters)                     COMP
 QO2385  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC09
 QO2385  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 QO2385  DYNAMIC HEIGHT  -        262.552 (meters)      861.39  (feet) COMP
 QO2385  MODELED GRAVITY -    980,596.6   (mgal)                       NAVD 88
 QO2385
 QO2385  HORZ ORDER      -  FIRST
 QO2385  VERT ORDER      -  SECOND    CLASS II
 QO2385  ELLP ORDER      -  THIRD     CLASS II
 QO2385
 QO2385.The horizontal coordinates were established by GPS observations
 QO2385.and adjusted by the MN DEPT OF TRANSP in March 2010.
 QO2385
 QO2385.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2385.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2385
 QO2385.The horizontal coordinates are valid at the epoch date displayed above
 QO2385.which is a decimal equivalence of Year/Month/Day.
 QO2385
 QO2385.The orthometric height was determined by differential leveling and
 QO2385.adjusted in June 1995.
 QO2385
 QO2385.Photographs are available for this station.
 QO2385
 QO2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2385
 QO2385.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2385
 QO2385.The ellipsoidal height was determined by GPS observations
 QO2385.and is referenced to NAD 83.
 QO2385
 QO2385.The dynamic height is computed by dividing the NAVD 88
 QO2385.geopotential number by the normal gravity value computed on the
 QO2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2385.degrees latitude (g = 980.6199 gals.).
 QO2385
 QO2385.The modeled gravity was interpolated from observed gravity values.
 QO2385
 QO2385. The following values were computed from the NAD 83(2007) position.
 QO2385
 QO2385;                    North         East     Units Scale Factor Converg.
 QO2385;SPC MN S     -   329,858.563   853,022.316   MT  0.99997069   +0 28 18.9
 QO2385;SPC MN S     - 1,082,210.97  2,798,624.05   sFT  0.99997069   +0 28 18.9
 QO2385;UTM  15      - 4,990,413.033   474,279.475   MT  0.99960813   -0 13 52.7
 QO2385
 QO2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2385!SPC MN S     -   0.99996310  x   0.99997069  =   0.99993379
 QO2385!UTM  15      -   0.99996310  x   0.99960813  =   0.99957124
 QO2385
 QO2385                          SUPERSEDED SURVEY CONTROL
 QO2385
 QO2385  NAVD 88 (03/18/10)  262.56   (m)          861.4    (f) LEVELING    3  
 QO2385
 QO2385.Superseded values are not recommended for survey control.
 QO2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2385.See file dsdata.txt to determine how the superseded data were derived.
 QO2385
 QO2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7427990413(NAD 83)
 QO2385
 QO2385_MARKER: DV = VERTICAL CONTROL DISK
 QO2385_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2385_SP_SET: FLAGPOLE BASE
 QO2385_STAMPING: 2742 F 1979
 QO2385_MARK LOGO: MNDT  
 QO2385_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2385+STABILITY: SURFACE MOTION
 QO2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2385+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2385
 QO2385  HISTORY     - Date     Condition        Report By
 QO2385  HISTORY     - 19790401 MONUMENTED       MNDT
 QO2385  HISTORY     - 20070802 GOOD             MNDT
 QO2385  HISTORY     - 20080520 GOOD             MNDT
 QO2385  HISTORY     - 20080520 GOOD             MNDT
 QO2385
 QO2385                          STATION DESCRIPTION
 QO2385
 QO2385'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2385'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2385'SECTION 34, T119N, R21W, 0.75 MI (1.21 KM) SOUTHEAST ALONG TRUNK
 QO2385'HIGHWAY 152 FROM ITS JUNCTION WITH TRUNK HIGHWAY 94 IN BROOKLYN PARK.
 QO2385'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2385'STAMPED---2742 F 1980---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2385'CONCRETE BASE OF A FLAGPOLE.  THE MARK IS 75 FT (22.9 M) SOUTHWEST
 QO2385'OF THE CENTERLINE OF TRUNK HIGHWAY 152, 275 FT (83.8 M) SOUTHEAST OF
 QO2385'THE CENTERLINE OF 62ND AVENUE NORTH, AND 35 FT (10.7 M) EAST OF THE
 QO2385'NORTHEAST CORNER OF A NEW CAR SHOWROOM.
 QO2385
 QO2385                          STATION RECOVERY (2007)
 QO2385
 QO2385'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2385'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 QO2385'MINNEAPOLIS, 6.1 MI (9.8 KM) WEST OF NEW BRIGHTON AND 5.2 MI (8.4 KM)
 QO2385'SOUTHEAST OF OSSEO.
 QO2385' 
 QO2385'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.75 MI (1.2 KM) SOUTHEAST OF
 QO2385'THE JUNCTION OF TRUNK HIGHWAY 152 AND INTERSTATE HIGHWAY 94, 1.1 MI
 QO2385'(1.8 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 152 AND TRUNK
 QO2385'HIGHWAY 100, 75 FT (22.9 M) SOUTHWEST OF TRUNK HIGHWAY 152, 275 FT
 QO2385'(83.8 M) SOUTHEAST OF 62ND AVENUE NORTH, 35 FT (10.7 M) EAST OF THE
 QO2385'NORTHEAST CORNER OF NEW CAR SHOWROOM, IN FLAGPOLE BASE.
 QO2385
 QO2385                          STATION RECOVERY (2008)
 QO2385
 QO2385'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2385'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 QO2385'MINNEAPOLIS, 6.1 MI (9.8 KM) WEST OF NEW BRIGHTON AND 5.2 MI (8.4 KM)
 QO2385'SOUTHEAST OF OSSEO.
 QO2385' 
 QO2385'TO REACH TO THE POINT IN BROOKLYN CENTER, GO 0.75 MI (1.2 KM)
 QO2385'SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 152 AND INTERSTATE HIGHWAY
 QO2385'94, 1.1 MI (1.8 KM) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 152 AND
 QO2385'TRUNK HIGHWAY 100, 75 FT (22.9 M) SOUTHWEST OF TRUNK HIGHWAY 152, 275
 QO2385'FT (83.8 M) SOUTHEAST OF 62ND AVENUE NORTH, 35 FT (10.7 M) EAST OF THE
 QO2385'NORTHEAST CORNER OF NEW CAR SHOWROOM, IN FLAGPOLE BASE.
 QO2385
 QO2385                          STATION RECOVERY (2008)
 QO2385
 QO2385'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2385'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2385'THE MARK IS IN BROOKLYN PARK, 0.75 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 QO2385'152 FROM JUNCTION OF TRUNK HIGHWAY 152 AND INTERSTATE HIGHWAY 94, 75
 QO2385'FEET SOUTHWEST OF TRUNK HIGHWAY 152, 275 FEET SOUTHEAST OF 62ND AVENUE
 QO2385'NORTH, 35 FEET EAST OF NORTHEAST CORNER OF NEW CAR SHOWROOM, IN
 QO2385'FLAGPOLE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2388 ***********************************************************************
 QO2388  DESIGNATION -  2742 H
 QO2388  PID         -  QO2388
 QO2388  STATE/COUNTY-  MN/HENNEPIN
 QO2388  COUNTRY     -  US
 QO2388  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2388
 QO2388                         *CURRENT SURVEY CONTROL
 QO2388  ______________________________________________________________________
 QO2388* NAD 83(1986) POSITION- 45 02 44.40   (N) 093 19 11.43   (W)   HD_HELD1  
 QO2388* NAVD 88 ORTHO HEIGHT -   264.246  (meters)     866.95  (feet) ADJUSTED  
 QO2388  ______________________________________________________________________
 QO2388  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2388  DYNAMIC HEIGHT  -        264.242 (meters)      866.93  (feet) COMP
 QO2388  MODELED GRAVITY -    980,596.7   (mgal)                       NAVD 88
 QO2388
 QO2388  VERT ORDER      -  SECOND    CLASS II
 QO2388
 QO2388.The horizontal coordinates were established by differentially corrected
 QO2388.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2388.
 QO2388.The orthometric height was determined by differential leveling and
 QO2388.adjusted in June 1995.
 QO2388
 QO2388.Photographs are available for this station.
 QO2388
 QO2388.The dynamic height is computed by dividing the NAVD 88
 QO2388.geopotential number by the normal gravity value computed on the
 QO2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2388.degrees latitude (g = 980.6199 gals.).
 QO2388
 QO2388.The modeled gravity was interpolated from observed gravity values.
 QO2388
 QO2388;                    North         East    Units  Estimated Accuracy
 QO2388;SPC MN S     -   327,524.6     853,583.3     MT  (+/- 3 meters HH1 GPS) 
 QO2388
 QO2388                          SUPERSEDED SURVEY CONTROL
 QO2388
 QO2388.No superseded survey control is available for this station.
 QO2388
 QO2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7481188073(NAD 83)
 QO2388
 QO2388_MARKER: DV = VERTICAL CONTROL DISK
 QO2388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2388_SP_SET: CONCRETE SLAB
 QO2388_STAMPING: 2742 H 1980
 QO2388_MARK LOGO: MNDT  
 QO2388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2388+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 QO2388
 QO2388  HISTORY     - Date     Condition        Report By
 QO2388  HISTORY     - 1980     MONUMENTED       MNDT
 QO2388  HISTORY     - 20070802 GOOD             MNDT
 QO2388  HISTORY     - 20080703 GOOD             MNDT
 QO2388
 QO2388                          STATION DESCRIPTION
 QO2388
 QO2388'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2388'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2388'SECTION 10, T118N, R21W, 0.35 MI (0.56 KM) SOUTHEAST ALONG TRUNK
 QO2388'HIGHWAY 152 FORM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN BROOKLYN
 QO2388'CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2388'STAMPED---2742 H 1980---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2388'NORTHEAST CORNER OF A POURED IN PLACE CONCRETE SANITARY MANHOLE.  THE
 QO2388'MARK IS 65 FT (19.8 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 QO2388'152, 45 FT (13.7 M) SOUTH OF THE CENTERLINE OF 50TH AVENUE NORTH, 27
 QO2388'FT (8.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING
 QO2388'NAMED TWIN LAKE ALANO AT 4938 BROOKLYN BOULIVARD, AND 18 FT (5.5 M)
 QO2388'NORTHWEST OF A FLAGPOLE.
 QO2388
 QO2388                          STATION RECOVERY (2007)
 QO2388
 QO2388'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2388'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2388'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.3 MI (8.5 KM)
 QO2388'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2388' 
 QO2388'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.35 MI (0.6 KM) SOUTHEAST OF
 QO2388'THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 152, 65 FT (19.8
 QO2388'M) NORTHEAST OF TRUNK HIGHWAY 152, 45 FT (13.7 M) SOUTH OF 50TH AVENUE
 QO2388'NORTH, 27 FT (8.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF BRICK
 QO2388'BUILDING 4938, 18 FT (5.5 M) NORTHWEST OF FLAGPOLE, IN CONCRETE
 QO2388'MANHOLE.
 QO2388
 QO2388                          STATION RECOVERY (2008)
 QO2388
 QO2388'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2388'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO2388'(9.5 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 5.3 MI (8.5 KM)
 QO2388'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2388' 
 QO2388'TO REACH TO THE MARK IN BROOKLYN CENTER, GO 0.35 MI (0.6 KM) SOUTHEAST
 QO2388'OF THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 152, 65 FT
 QO2388'(19.8 M) NORTHEAST OF TRUNK HIGHWAY 152, 45 FT (13.7 M) SOUTH OF 50TH
 QO2388'AVENUE NORTH, 27 FT (8.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF BRICK
 QO2388'BUILDING 4938, 18 FT (5.5 M) NORTHWEST OF FLAGPOLE, IN CONCRETE
 QO2388'MANHOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2387 ***********************************************************************
 QO2387  DESIGNATION -  2742 J
 QO2387  PID         -  QO2387
 QO2387  STATE/COUNTY-  MN/HENNEPIN
 QO2387  COUNTRY     -  US
 QO2387  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2387
 QO2387                         *CURRENT SURVEY CONTROL
 QO2387  ______________________________________________________________________
 QO2387* NAD 83(1986) POSITION- 45 03 02.82   (N) 093 19 18.75   (W)   HD_HELD1  
 QO2387* NAVD 88 ORTHO HEIGHT -   264.512  (meters)     867.82  (feet) ADJUSTED  
 QO2387  ______________________________________________________________________
 QO2387  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 QO2387  DYNAMIC HEIGHT  -        264.508 (meters)      867.81  (feet) COMP
 QO2387  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 QO2387
 QO2387  VERT ORDER      -  SECOND    CLASS I
 QO2387
 QO2387.The horizontal coordinates were established by differentially corrected
 QO2387.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2387.
 QO2387.The orthometric height was determined by differential leveling and
 QO2387.adjusted in June 1995.
 QO2387
 QO2387.Photographs are available for this station.
 QO2387
 QO2387.The dynamic height is computed by dividing the NAVD 88
 QO2387.geopotential number by the normal gravity value computed on the
 QO2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2387.degrees latitude (g = 980.6199 gals.).
 QO2387
 QO2387.The modeled gravity was interpolated from observed gravity values.
 QO2387
 QO2387;                    North         East    Units  Estimated Accuracy
 QO2387;SPC MN S     -   328,091.8     853,418.4     MT  (+/- 3 meters HH1 GPS) 
 QO2387
 QO2387                          SUPERSEDED SURVEY CONTROL
 QO2387
 QO2387.No superseded survey control is available for this station.
 QO2387
 QO2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7465388642(NAD 83)
 QO2387
 QO2387_MARKER: DV = VERTICAL CONTROL DISK
 QO2387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2387_SP_SET: BRIDGE ABUTMENT
 QO2387_STAMPING: 2742 J 1980
 QO2387_MARK LOGO: MNDT  
 QO2387_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2387+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QO2387
 QO2387  HISTORY     - Date     Condition        Report By
 QO2387  HISTORY     - 1980     MONUMENTED       MNDT
 QO2387  HISTORY     - 19980604 GOOD             MNDT
 QO2387  HISTORY     - 20070801 GOOD             MNDT
 QO2387  HISTORY     - 20080702 GOOD             MNDT
 QO2387
 QO2387                          STATION DESCRIPTION
 QO2387
 QO2387'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2387'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2387'SECTION 10, T118N, R21W, AT THE TRUNK HIGHWAY 152 BRIDGE (NUMBER
 QO2387'27038) OVER TRUNK HIGHWAY 100.  THE MARK, A STANDARD MNDT VERTICAL
 QO2387'CONTROL MONUMENT DISK STAMPED---2742 J 1980---, IS SET FLUSH IN A
 QO2387'DRILL HOLE IN THE SOUTHEAST CORNER ABUTMENT OF THE BRIDGE.  THE MARK
 QO2387'IS 8 FT (2.4 M) NORTH OF THE SOUTH END OF THE BRIDGE AND 0.5 FT
 QO2387'(0.2 M) EAST OF A CHAIN LINK FENCE.
 QO2387
 QO2387                          STATION RECOVERY (1998)
 QO2387
 QO2387'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2387'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2387
 QO2387                          STATION RECOVERY (2007)
 QO2387
 QO2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2387'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 6.0 MI
 QO2387'(9.7 KM) WEST OF NEW BRIGHTON AND 5.6 MI (9.0 KM) NORTH-NORTHWEST OF
 QO2387'MINNEAPOLIS.
 QO2387' 
 QO2387'TO REACH TO THE MARK IN BROOKLYN CENTER, AT THE JUNCTION OF TRUNK
 QO2387'HIGHWAY 152 AND TRUNK HIGHWAY 100, 8 FT (2.4 M) NORTH OF SOUTH END OF
 QO2387'BRIDGE THAT RUNS NORTH-SOUTH, 0.5 FT (0.2 M) EAST OF A FENCE, IN
 QO2387'SOUTHEAST CORNER OF TRUNK HIGHWAY 152 BRIDGE 27038 OVER TRUNK HIGHWAY
 QO2387'100.
 QO2387
 QO2387                          STATION RECOVERY (2008)
 QO2387
 QO2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2387'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0518 ***********************************************************************
 QO0518  DESIGNATION -  2743 AA
 QO0518  PID         -  QO0518
 QO0518  STATE/COUNTY-  MN/HENNEPIN
 QO0518  COUNTRY     -  US
 QO0518  USGS QUAD   -  ANOKA (1993)
 QO0518
 QO0518                         *CURRENT SURVEY CONTROL
 QO0518  ______________________________________________________________________
 QO0518* NAD 83(1986) POSITION- 45 07 37.     (N) 093 26 03.     (W)   SCALED    
 QO0518* NAVD 88 ORTHO HEIGHT -   275.261  (meters)     903.09  (feet) ADJUSTED  
 QO0518  ______________________________________________________________________
 QO0518  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO0518  DYNAMIC HEIGHT  -        275.246 (meters)      903.04  (feet) COMP
 QO0518  MODELED GRAVITY -    980,555.2   (mgal)                       NAVD 88
 QO0518
 QO0518  VERT ORDER      -  SECOND    CLASS I
 QO0518
 QO0518.The horizontal coordinates were scaled from a topographic map and have
 QO0518.an estimated accuracy of +/- 6 seconds.
 QO0518.
 QO0518.The orthometric height was determined by differential leveling and
 QO0518.adjusted in June 1991.
 QO0518
 QO0518.The dynamic height is computed by dividing the NAVD 88
 QO0518.geopotential number by the normal gravity value computed on the
 QO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0518.degrees latitude (g = 980.6199 gals.).
 QO0518
 QO0518.The modeled gravity was interpolated from observed gravity values.
 QO0518
 QO0518;                    North         East    Units  Estimated Accuracy
 QO0518;SPC MN S     -   336,490.      844,510.      MT  (+/- 180 meters Scaled)
 QO0518
 QO0518                          SUPERSEDED SURVEY CONTROL
 QO0518
 QO0518  NGVD 29 (??/??/92)  275.170  (m)          902.79   (f) ADJ UNCH    2 0
 QO0518
 QO0518.Superseded values are not recommended for survey control.
 QO0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0518.See file dsdata.txt to determine how the superseded data were derived.
 QO0518
 QO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK658971(NAD 83)
 QO0518
 QO0518_MARKER: DB = BENCH MARK DISK
 QO0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0518_SP_SET: MONUMENT
 QO0518_STAMPING: 2743 AA 1954
 QO0518_MARK LOGO: MNHD  
 QO0518_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0518+STABILITY: SURFACE MOTION
 QO0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0518+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 QO0518
 QO0518  HISTORY     - Date     Condition        Report By
 QO0518  HISTORY     - 1954     MONUMENTED       MNDT
 QO0518  HISTORY     - 1967     GOOD             MNDT
 QO0518  HISTORY     - 19920430 GOOD             MNDT
 QO0518  HISTORY     - 20020928 GOOD             USPSQD
 QO0518  HISTORY     - 20041118 GOOD             USPSQD
 QO0518  HISTORY     - 20071107 MARK NOT FOUND   MNDT
 QO0518
 QO0518                          STATION DESCRIPTION
 QO0518
 QO0518'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0518'1.7 MI NW FROM OSSEO.
 QO0518'MARK IS LOCATED IN THE SW1/4, SECTION 11, T119N, R22W.  ABOUT 1.7
 QO0518'MILES NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0518'HIGHWAY DEPARTMENT DISK, STAMPED 2743 AA 1954, SET IN A PRE-CAST
 QO0518'CONCRETE MONUMENT.  MARK IS 70 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0518'T.H. 152 (STA.2062+82) 55 FEET NORTHEAST OF THE CENTERLINE OF RAILROAD
 QO0518'TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST, NEAR THE WEST EDGE
 QO0518'OF A CUT AND FLUSH WITH THE GROUND.
 QO0518
 QO0518                          STATION RECOVERY (1992)
 QO0518
 QO0518'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0518'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO0518
 QO0518                          STATION RECOVERY (2002)
 QO0518
 QO0518'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0518'RECOVERED IN GOOD CONDITION.
 QO0518
 QO0518                          STATION RECOVERY (2004)
 QO0518
 QO0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0518'REFERENCE TO T.H. 152 SHOULD BE CORRECTED TO READ HENNEPIN COUNTY ROAD
 QO0518'81
 QO0518
 QO0518                          STATION RECOVERY (2007)
 QO0518
 QO0518'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0518'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1021 ***********************************************************************
 QO1021  DESIGNATION -  2743 H
 QO1021  PID         -  QO1021
 QO1021  STATE/COUNTY-  MN/HENNEPIN
 QO1021  COUNTRY     -  US
 QO1021  USGS QUAD   -  ROGERS (1993)
 QO1021
 QO1021                         *CURRENT SURVEY CONTROL
 QO1021  ______________________________________________________________________
 QO1021* NAD 83(1986) POSITION- 45 11 16.7    (N) 093 32 47.3    (W)   SCALED    
 QO1021* NAVD 88 ORTHO HEIGHT -   293.097  (meters)     961.60  (feet) ADJUSTED  
 QO1021  ______________________________________________________________________
 QO1021  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 QO1021  DYNAMIC HEIGHT  -        293.069 (meters)      961.51  (feet) COMP
 QO1021  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 QO1021
 QO1021  VERT ORDER      -  SECOND    CLASS I
 QO1021
 QO1021.The horizontal coordinates were scaled from a topographic map and have
 QO1021.an estimated accuracy of +/- 6 seconds.
 QO1021.
 QO1021.The orthometric height was determined by differential leveling and
 QO1021.adjusted in June 1991.
 QO1021
 QO1021.Photographs are available for this station.
 QO1021
 QO1021.The dynamic height is computed by dividing the NAVD 88
 QO1021.geopotential number by the normal gravity value computed on the
 QO1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1021.degrees latitude (g = 980.6199 gals.).
 QO1021
 QO1021.The modeled gravity was interpolated from observed gravity values.
 QO1021
 QO1021;                    North         East    Units  Estimated Accuracy
 QO1021;SPC MN S     -   343,190.      835,650.      MT  (+/- 180 meters Scaled)
 QO1021
 QO1021                          SUPERSEDED SURVEY CONTROL
 QO1021
 QO1021  NGVD 29 (??/??/92)  292.982  (m)          961.23   (f) ADJ UNCH    2 0
 QO1021
 QO1021.Superseded values are not recommended for survey control.
 QO1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1021.See file dsdata.txt to determine how the superseded data were derived.
 QO1021
 QO1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5707003977(NAD 83)
 QO1021
 QO1021_MARKER: DB = BENCH MARK DISK
 QO1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1021_STAMPING: 2743 H 1954
 QO1021_MARK LOGO: MNHD  
 QO1021_PROJECTION: PROJECTING 61 CENTIMETERS
 QO1021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1021+STABILITY: SURFACE MOTION
 QO1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1021+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2007
 QO1021
 QO1021  HISTORY     - Date     Condition        Report By
 QO1021  HISTORY     - 1954     MONUMENTED       MNDT
 QO1021  HISTORY     - 1967     GOOD             MNDT
 QO1021  HISTORY     - 1974     GOOD             MNDT
 QO1021  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 QO1021  HISTORY     - 20030827 SEE DESCRIPTION  MNDT
 QO1021  HISTORY     - 20071102 MARK NOT FOUND   MNDT
 QO1021
 QO1021                          STATION DESCRIPTION
 QO1021
 QO1021'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1021'0.4 MI E FROM ROGERS.
 QO1021'ABOUT 0.4 MILE EAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO1021'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 H 1954, SET IN A
 QO1021'PRE-CAST CONCRETE MONUMENT.  MARK IS 74 FEET NORTHEAST OF THE
 QO1021'CENTERLINE OF T.H. 152 (STA. 1692+96), 1.0 FOOT SOUTHWEST OF A STEEL
 QO1021'WITNESS POST, ABOUT 500 FEET SOUTHEAST OF COUNTY ROAD NO. 49 AND
 QO1021'PROJECTING 5 INCHES ABOVE GROUND.  MARK IS LOCATED IN THE SE 1/4,
 QO1021'SECTION 23, T120N, R23W.
 QO1021
 QO1021                          STATION RECOVERY (1974)
 QO1021
 QO1021'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QO1021'THE MARK IS 0.2 MILE SOUTH MEASURED ALONG T.H. 101 FROM THE JUNCTION
 QO1021'OF FAI 94 IN ROGERS, THEN 0.4 MILE SOUTHEAST ALONG T.H. 152. IT IS
 QO1021'500 FEET SOUTHEAST OF OLD CO. RD. 49, 73 FEET NORTH OF CENTERLINE OF
 QO1021'T.H. 152 (STA. 1692+96), 57 FEET NORTHWEST OF 8 INCH ELM AT NORTHWEST
 QO1021'CORNER OF WOODS, 6 FEET BELOW LEVEL OF T.H. 152, 0.7 FOOT SOUTH OF A
 QO1021'STEEL WITNESS POST. IT IS A STANDARD DISK IN A 6 FOOT REINFORCED
 QO1021'PRECAST CONCRETE POST, PROJECTING 4 INCHES ABOVE GROUND.
 QO1021
 QO1021                          STATION RECOVERY (1991)
 QO1021
 QO1021'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1021'MARK NOT FOUND.
 QO1021
 QO1021                          STATION RECOVERY (2003)
 QO1021
 QO1021'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1021'0.4 MILES EAST OF ROGERS, 74 FEET NORTHEAST OF TRUNK HIGHWAY 152, AT
 QO1021'TRUNK HIGHWAY 152 STATION 1692+96, 1 FEET SOUTHWEST OF WITNESS POST,
 QO1021'500 FEET SOUTHEAST OF COUNTY ROAD 49, IN AUGUST 1991 A DEPARTMENT OF
 QO1021'NATURAL RESOURCES FIELD CREW FOUND MARK PROJECTING 1.5 FEET ABOVE
 QO1021'GROUND AND ESTABLISHED AN ELEVATION FROM BENCH MARK 2780 U. DEPARTMENT
 QO1021'OF TRANSPORTATION RECOVERY ON 8-27-2003 SHOWS MARK PROJECTING 2.0 FT.
 QO1021
 QO1021                          STATION RECOVERY (2007)
 QO1021
 QO1021'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1021'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1022 ***********************************************************************
 QO1022  DESIGNATION -  2743 J
 QO1022  PID         -  QO1022
 QO1022  STATE/COUNTY-  MN/HENNEPIN
 QO1022  COUNTRY     -  US
 QO1022  USGS QUAD   -  ROGERS (1993)
 QO1022
 QO1022                         *CURRENT SURVEY CONTROL
 QO1022  ______________________________________________________________________
 QO1022* NAD 83(1986) POSITION- 45 11 02.     (N) 093 32 25.     (W)   SCALED    
 QO1022* NAVD 88 ORTHO HEIGHT -   297.787  (meters)     976.99  (feet) ADJUSTED  
 QO1022  ______________________________________________________________________
 QO1022  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 QO1022  DYNAMIC HEIGHT  -        297.759 (meters)      976.90  (feet) COMP
 QO1022  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 QO1022
 QO1022  VERT ORDER      -  SECOND    CLASS I
 QO1022
 QO1022.The horizontal coordinates were scaled from a topographic map and have
 QO1022.an estimated accuracy of +/- 6 seconds.
 QO1022.
 QO1022.The orthometric height was determined by differential leveling and
 QO1022.adjusted in June 1991.
 QO1022
 QO1022.The dynamic height is computed by dividing the NAVD 88
 QO1022.geopotential number by the normal gravity value computed on the
 QO1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1022.degrees latitude (g = 980.6199 gals.).
 QO1022
 QO1022.The modeled gravity was interpolated from observed gravity values.
 QO1022
 QO1022;                    North         East    Units  Estimated Accuracy
 QO1022;SPC MN S     -   342,760.      836,130.      MT  (+/- 180 meters Scaled)
 QO1022
 QO1022                          SUPERSEDED SURVEY CONTROL
 QO1022
 QO1022  NGVD 29 (??/??/92)  297.673  (m)          976.62   (f) ADJ UNCH    2 0
 QO1022
 QO1022.Superseded values are not recommended for survey control.
 QO1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1022.See file dsdata.txt to determine how the superseded data were derived.
 QO1022
 QO1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL575035(NAD 83)
 QO1022
 QO1022_MARKER: DD = SURVEY DISK
 QO1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1022_STAMPING: 2743 J 1954
 QO1022_MARK LOGO: MNHD  
 QO1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1022+STABILITY: SURFACE MOTION
 QO1022
 QO1022  HISTORY     - Date     Condition        Report By
 QO1022  HISTORY     - 1954     MONUMENTED       MNDT
 QO1022  HISTORY     - 1967     GOOD             MNDT
 QO1022  HISTORY     - 1974     GOOD             MNDT
 QO1022  HISTORY     - 19910902 GOOD             USPSQD
 QO1022  HISTORY     - 19940907 GOOD             USPSQD
 QO1022  HISTORY     - 20071102 MARK NOT FOUND   MNDT
 QO1022
 QO1022                          STATION DESCRIPTION
 QO1022
 QO1022'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1022'0.8 MI SE FROM ROGERS.
 QO1022'ABOUT 0.8 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1022'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 J 1954, SET
 QO1022'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 70 FEET SOUTHWEST OF THE
 QO1022'CENTERLINE OF T.H. 152 (STA. 1717+38), 70 FEET SOUTHEAST OF THE
 QO1022'CENTERLINE OF NORTH-SOUTH TOWNSHIP ROAD, 1.0 FOOT NORTHEAST OF A STEEL
 QO1022'WITNESS POST AND PROJECTING 3 INCHES ABOVE GROUND.  MARK IS LOCATED IN
 QO1022'THE SW 1/4, SECTION 24, T120N, R23W.
 QO1022
 QO1022                          STATION RECOVERY (1974)
 QO1022
 QO1022'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QO1022'THE MARK IS 0.2 MILE SOUTH MEASURED ALONG T.H. 101 FROM THE JUNCTION
 QO1022'OF FAI 94 IN ROGERS, THEN 0.8 MILE SOUTHEAST ALONG T.H. 152. IT IS 72
 QO1022'FEET SOUTHEAST OF CENTERLINE OF TOWNSHIP ROAD, 69 FEET SOUTHWEST OF
 QO1022'CENTERLINE OF T.H. 152 (STA. 1717+38), 4 FEET ABOVE LEVEL OF T.H.
 QO1022'152, 0.7 FOOT NORTH OF A STEEL WITNESS POST. IT IS A STANDARD DISK IN
 QO1022'A 6 FOOT REINFORCED PRECAST CONCRETE POST, PROJECTING 3 INCHES ABOVE
 QO1022'GROUND.
 QO1022
 QO1022                          STATION RECOVERY (1991)
 QO1022
 QO1022'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1022'RECOVERED IN GOOD CONDITION.
 QO1022
 QO1022                          STATION RECOVERY (1994)
 QO1022
 QO1022'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO1022'RECOVERED IN GOOD CONDITION.
 QO1022
 QO1022                          STATION RECOVERY (2007)
 QO1022
 QO1022'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1022'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1024 ***********************************************************************
 QO1024  DESIGNATION -  2743 M
 QO1024  PID         -  QO1024
 QO1024  STATE/COUNTY-  MN/HENNEPIN
 QO1024  COUNTRY     -  US
 QO1024  USGS QUAD   -  ROGERS (1993)
 QO1024
 QO1024                         *CURRENT SURVEY CONTROL
 QO1024  ______________________________________________________________________
 QO1024* NAD 83(1986) POSITION- 45 10 16.33   (N) 093 31 31.04   (W)   HD_HELD1  
 QO1024* NAVD 88 ORTHO HEIGHT -   292.971  (meters)     961.19  (feet) ADJUSTED  
 QO1024  ______________________________________________________________________
 QO1024  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO1024  DYNAMIC HEIGHT  -        292.944 (meters)      961.10  (feet) COMP
 QO1024  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QO1024
 QO1024  VERT ORDER      -  SECOND    CLASS I
 QO1024
 QO1024.The horizontal coordinates were established by differentially corrected
 QO1024.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1024.
 QO1024.The orthometric height was determined by differential leveling and
 QO1024.adjusted in June 1991.
 QO1024
 QO1024.Photographs are available for this station.
 QO1024
 QO1024.The dynamic height is computed by dividing the NAVD 88
 QO1024.geopotential number by the normal gravity value computed on the
 QO1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1024.degrees latitude (g = 980.6199 gals.).
 QO1024
 QO1024.The modeled gravity was interpolated from observed gravity values.
 QO1024
 QO1024;                    North         East    Units  Estimated Accuracy
 QO1024;SPC MN S     -   341,361.0     837,317.3     MT  (+/- 3 meters HH1 GPS) 
 QO1024
 QO1024                          SUPERSEDED SURVEY CONTROL
 QO1024
 QO1024  NGVD 29 (??/??/92)  292.862  (m)          960.83   (f) ADJ UNCH    2 0
 QO1024
 QO1024.Superseded values are not recommended for survey control.
 QO1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1024.See file dsdata.txt to determine how the superseded data were derived.
 QO1024
 QO1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5872202103(NAD 83)
 QO1024
 QO1024_MARKER: DB = BENCH MARK DISK
 QO1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1024_STAMPING: 2743 M 1954
 QO1024_MARK LOGO: MNHD  
 QO1024_PROJECTION: RECESSED 61 CENTIMETERS
 QO1024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1024+STABILITY: SURFACE MOTION
 QO1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1024+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO1024
 QO1024  HISTORY     - Date     Condition        Report By
 QO1024  HISTORY     - 1954     MONUMENTED       MNHD
 QO1024  HISTORY     - 1967     GOOD             MNDT
 QO1024  HISTORY     - 19910902 MARK NOT FOUND   USPSQD
 QO1024  HISTORY     - 20030827 MARK NOT FOUND   MNDT
 QO1024  HISTORY     - 20071105 GOOD             MNDT
 QO1024
 QO1024                          STATION DESCRIPTION
 QO1024
 QO1024'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1024'1.8 MI SE FROM ROGERS.
 QO1024'ABOUT 1.8 MILE SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO1024'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 M 1954, SET IN A
 QO1024'PRE-CAST CONCRETE MONUMENT.  MARK IS 72 FEET SOUTH OF THE CENTERLINE
 QO1024'OF T.H. 152 (STA. 1775+07), 1.0 FOOT NORTH OF A STEEL WITNESS POST, 53
 QO1024'FEET NORTH OF THE CENTERLINE OF RAILROAD TRACK, NEAR THE EAST END OF
 QO1024'CURVE IN T.H. 152, ABOUT 1000 FEET WEST OF THE JUNCTION OF T.H. 101
 QO1024'AND T.H. 152 AND BURIED 6 INCHES BELOW GROUND. MARK IS LOCATED IN THE
 QO1024'SE 1/4, SECTION 25, T120N, R23W.
 QO1024
 QO1024                          STATION RECOVERY (1991)
 QO1024
 QO1024'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1024'MARK NOT FOUND.
 QO1024
 QO1024                          STATION RECOVERY (2003)
 QO1024
 QO1024'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1024'1.8 MILES SOUTHEAST OF JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 150
 QO1024'AT ROGERS, 1000 FEET NORTHWEST OF JUNCTION OF COUNTY ROAD 81 AND
 QO1024'COUNTY ROAD 101, NEAR EAST END OF CURVE, 72 FEET SOUTH OF COUNTY ROAD
 QO1024'81 STATION 1775+07, 53 FEET NORTH OF RAILROAD, 1.0 FEET NORTH OF
 QO1024'WITNESS POST
 QO1024
 QO1024                          STATION RECOVERY (2007)
 QO1024
 QO1024'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1024'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA,
 QO1024'7.0 MI (11.3 KM) WEST-NORTHWEST OF OSSEO AND 1.8 MI (2.9 KM) SOUTHEAST
 QO1024'OF ROGERS.
 QO1024' 
 QO1024'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF ROGERS, GO 6.0 MI (9.7
 QO1024'KM) NORTHWEST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF COUNTY ROAD 81
 QO1024'AND COUNTY ROAD 30 IN MAPLE GROVE, 350.0 FT (106.7 M) SOUTHEAST OF
 QO1024'CORNER OF BRIDGE OVER FAI 94, 72 FT (21.9 M) SOUTH OF COUNTY ROAD 81
 QO1024'STATION 1775+07, 53 FT (16.2 M) NORTH OF RAILROAD, 1.0 FT (0.3 M)
 QO1024'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1027 ***********************************************************************
 QO1027  DESIGNATION -  2743 N
 QO1027  PID         -  QO1027
 QO1027  STATE/COUNTY-  MN/HENNEPIN
 QO1027  COUNTRY     -  US
 QO1027  USGS QUAD   -  ROGERS (1993)
 QO1027
 QO1027                         *CURRENT SURVEY CONTROL
 QO1027  ______________________________________________________________________
 QO1027* NAD 83(1986) POSITION- 45 10 04.45   (N) 093 31 05.26   (W)   HD_HELD1  
 QO1027* NAVD 88 ORTHO HEIGHT -   289.436  (meters)     949.59  (feet) ADJUSTED  
 QO1027  ______________________________________________________________________
 QO1027  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 QO1027  DYNAMIC HEIGHT  -        289.408 (meters)      949.50  (feet) COMP
 QO1027  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 QO1027
 QO1027  VERT ORDER      -  SECOND    CLASS I
 QO1027
 QO1027.The horizontal coordinates were established by differentially corrected
 QO1027.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1027.
 QO1027.The orthometric height was determined by differential leveling and
 QO1027.adjusted in June 1991.
 QO1027
 QO1027.Photographs are available for this station.
 QO1027
 QO1027.The dynamic height is computed by dividing the NAVD 88
 QO1027.geopotential number by the normal gravity value computed on the
 QO1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1027.degrees latitude (g = 980.6199 gals.).
 QO1027
 QO1027.The modeled gravity was interpolated from observed gravity values.
 QO1027
 QO1027;                    North         East    Units  Estimated Accuracy
 QO1027;SPC MN S     -   340,997.6     837,882.4     MT  (+/- 3 meters HH1 GPS) 
 QO1027
 QO1027                          SUPERSEDED SURVEY CONTROL
 QO1027
 QO1027  NGVD 29 (??/??/92)  289.328  (m)          949.24   (f) ADJ UNCH    2 0
 QO1027
 QO1027.Superseded values are not recommended for survey control.
 QO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1027.See file dsdata.txt to determine how the superseded data were derived.
 QO1027
 QO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5928301733(NAD 83)
 QO1027
 QO1027_MARKER: DB = BENCH MARK DISK
 QO1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1027_STAMPING: 2743 N 1954
 QO1027_MARK LOGO: MNHD  
 QO1027_PROJECTION: RECESSED 15 CENTIMETERS
 QO1027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1027+STABILITY: SURFACE MOTION
 QO1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1027+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO1027
 QO1027  HISTORY     - Date     Condition        Report By
 QO1027  HISTORY     - 1954     MONUMENTED       MNHD
 QO1027  HISTORY     - 1967     GOOD             MNDT
 QO1027  HISTORY     - 1974     GOOD             MNDT
 QO1027  HISTORY     - 20071105 GOOD             MNDT
 QO1027
 QO1027                          STATION DESCRIPTION
 QO1027
 QO1027'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1027'2.2 MI SE FROM ROGERS.
 QO1027'ABOUT 2.2 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1027'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 N 1954, SET
 QO1027'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 72 FEET SOUTHWEST OF THE
 QO1027'CENTERLINE OF T.H. 152 (STA. 1800+37), 53 FEET NORTHEAST OF THE
 QO1027'CENTERLINE OF RAILROAD TRACK, 1.0 FOOT NORTHEAST OF A STEEL WITNESS
 QO1027'POST AND BURIED 6 INCHES BELOW THE GROUND.  MARK IS LOCATED IN THE SW
 QO1027'1/4, SECTION 30, T120N, R22W.
 QO1027
 QO1027                          STATION RECOVERY (1974)
 QO1027
 QO1027'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 QO1027'THE MARK IS 0.2 MILE SOUTH MEASURED ALONG T.H. 101 FROM THE JUNCTION
 QO1027'OF FAI 94 IN ROGERS, THEN 2.5 MILES SOUTHEAST ALONG T.H. 152. IT IS
 QO1027'118 FEET SOUTHEAST OF POWER POLE NO. 35, 71.5 FEET SOUTHWEST OF
 QO1027'CENTERLINE OF T.H. 152, (STA. 1800+37), 50.5 FEET NORTHEAST OF
 QO1027'NORTHEAST RAIL OF BURLINGTON NORTHERN RAILROAD, 3 FEET BELOW LEVEL OF
 QO1027'T.H. 152, 0.8 FOOT NORTH OF A STEEL WITNESS POST. IT IS A STANDARD
 QO1027'DISK IN A 6 FOOT REINFORCED PRECAST CONCRETE POST, BURIED 10 INCHES.
 QO1027
 QO1027                          STATION RECOVERY (2007)
 QO1027
 QO1027'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1027'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF ANOKA,
 QO1027'6.6 MI (10.6 KM) WEST-NORTHWEST OF OSSEO AND 2.2 MI (3.5 KM) SOUTHEAST
 QO1027'OF ROGERS.
 QO1027' 
 QO1027'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) EAST OF ROGERS, GO 0.2 MI (0.3
 QO1027'KM) SOUTH ALONG COUNTY ROAD 150 AND TRUNK HIGHWAY 101 AND INTERSTATE
 QO1027'94 IN ROGERS, THEN 2.3 MI (3.7 KM) SOUTHEAST ON COUNTY ROAD 81, 72.0
 QO1027'FT (21.9 M) SOUTH OF COUNTY ROAD 81 STATION 1800+37, 53.0 FT (16.2 M)
 QO1027'NORTH OF RAILROAD, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1028 ***********************************************************************
 QO1028  DESIGNATION -  2743 O
 QO1028  PID         -  QO1028
 QO1028  STATE/COUNTY-  MN/HENNEPIN
 QO1028  COUNTRY     -  US
 QO1028  USGS QUAD   -  ROGERS (1993)
 QO1028
 QO1028                         *CURRENT SURVEY CONTROL
 QO1028  ______________________________________________________________________
 QO1028* NAD 83(1986) POSITION- 45 09 53.     (N) 093 30 39.     (W)   SCALED    
 QO1028* NAVD 88 ORTHO HEIGHT -   288.169  (meters)     945.43  (feet) ADJUSTED  
 QO1028  ______________________________________________________________________
 QO1028  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 QO1028  DYNAMIC HEIGHT  -        288.142 (meters)      945.35  (feet) COMP
 QO1028  MODELED GRAVITY -    980,516.1   (mgal)                       NAVD 88
 QO1028
 QO1028  VERT ORDER      -  SECOND    CLASS I
 QO1028
 QO1028.The horizontal coordinates were scaled from a topographic map and have
 QO1028.an estimated accuracy of +/- 6 seconds.
 QO1028.
 QO1028.The orthometric height was determined by differential leveling and
 QO1028.adjusted in June 1991.
 QO1028
 QO1028.The dynamic height is computed by dividing the NAVD 88
 QO1028.geopotential number by the normal gravity value computed on the
 QO1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1028.degrees latitude (g = 980.6199 gals.).
 QO1028
 QO1028.The modeled gravity was interpolated from observed gravity values.
 QO1028
 QO1028;                    North         East    Units  Estimated Accuracy
 QO1028;SPC MN S     -   340,650.      838,460.      MT  (+/- 180 meters Scaled)
 QO1028
 QO1028                          SUPERSEDED SURVEY CONTROL
 QO1028
 QO1028  NGVD 29 (??/??/92)  288.062  (m)          945.08   (f) ADJ UNCH    2 0
 QO1028
 QO1028.Superseded values are not recommended for survey control.
 QO1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1028.See file dsdata.txt to determine how the superseded data were derived.
 QO1028
 QO1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL598013(NAD 83)
 QO1028
 QO1028_MARKER: DD = SURVEY DISK
 QO1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1028_STAMPING: 2743 O 1954
 QO1028_MARK LOGO: MNHD  
 QO1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1028+STABILITY: SURFACE MOTION
 QO1028
 QO1028  HISTORY     - Date     Condition        Report By
 QO1028  HISTORY     - 1954     MONUMENTED       MNDT
 QO1028  HISTORY     - 1967     GOOD             MNDT
 QO1028  HISTORY     - 19940907 GOOD             USPSQD
 QO1028  HISTORY     - 20071105 MARK NOT FOUND   MNDT
 QO1028
 QO1028                          STATION DESCRIPTION
 QO1028
 QO1028'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1028'2.6 MI SE FROM ROGERS.
 QO1028'ABOUT 2.6 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1028'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 O 1954, SET
 QO1028'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 73 FEET SOUTHWEST OF THE
 QO1028'CENTERLINE OF T.H. 152 (STA 1821+02), 52 FEET NORTHEAST OF THE
 QO1028'CENTERLINE OF RAILROAD TRACKS, 1.0 FOOT NORTH OF A STEEL WITNESS POST
 QO1028'AND FLUSH WITH THE GROUND.  MARK IS LOCATED IN THE NW 1/4, SECTION 31,
 QO1028'T120N, R22W.
 QO1028
 QO1028                          STATION RECOVERY (1994)
 QO1028
 QO1028'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO1028'RECOVERED IN GOOD CONDITION.
 QO1028
 QO1028                          STATION RECOVERY (2007)
 QO1028
 QO1028'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1028'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1032 ***********************************************************************
 QO1032  DESIGNATION -  2743 P
 QO1032  PID         -  QO1032
 QO1032  STATE/COUNTY-  MN/HENNEPIN
 QO1032  COUNTRY     -  US
 QO1032  USGS QUAD   -  ROGERS (1993)
 QO1032
 QO1032                         *CURRENT SURVEY CONTROL
 QO1032  ______________________________________________________________________
 QO1032* NAD 83(1986) POSITION- 45 09 41.19   (N) 093 30 16.15   (W)   HD_HELD1  
 QO1032* NAVD 88 ORTHO HEIGHT -   289.464  (meters)     949.68  (feet) ADJUSTED  
 QO1032  ______________________________________________________________________
 QO1032  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 QO1032  DYNAMIC HEIGHT  -        289.437 (meters)      949.59  (feet) COMP
 QO1032  MODELED GRAVITY -    980,517.1   (mgal)                       NAVD 88
 QO1032
 QO1032  VERT ORDER      -  SECOND    CLASS I
 QO1032
 QO1032.The horizontal coordinates were established by differentially corrected
 QO1032.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1032.
 QO1032.The orthometric height was determined by differential leveling and
 QO1032.adjusted in June 1991.
 QO1032
 QO1032.Photographs are available for this station.
 QO1032
 QO1032.The dynamic height is computed by dividing the NAVD 88
 QO1032.geopotential number by the normal gravity value computed on the
 QO1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1032.degrees latitude (g = 980.6199 gals.).
 QO1032
 QO1032.The modeled gravity was interpolated from observed gravity values.
 QO1032
 QO1032;                    North         East    Units  Estimated Accuracy
 QO1032;SPC MN S     -   340,285.9     838,959.1     MT  (+/- 3 meters HH1 GPS) 
 QO1032
 QO1032                          SUPERSEDED SURVEY CONTROL
 QO1032
 QO1032  NGVD 29 (??/??/92)  289.358  (m)          949.34   (f) ADJ UNCH    2 0
 QO1032
 QO1032.Superseded values are not recommended for survey control.
 QO1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1032.See file dsdata.txt to determine how the superseded data were derived.
 QO1032
 QO1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6035001008(NAD 83)
 QO1032
 QO1032_MARKER: DB = BENCH MARK DISK
 QO1032_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1032_STAMPING: 2743 P 1954
 QO1032_MARK LOGO: MNHD  
 QO1032_PROJECTION: FLUSH
 QO1032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1032+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO1032
 QO1032  HISTORY     - Date     Condition        Report By
 QO1032  HISTORY     - 1954     MONUMENTED       MNHD
 QO1032  HISTORY     - 1967     GOOD             MNDT
 QO1032  HISTORY     - 19940907 GOOD             USPSQD
 QO1032  HISTORY     - 20051112 GOOD             USPSQD
 QO1032  HISTORY     - 20071105 GOOD             MNDT
 QO1032
 QO1032                          STATION DESCRIPTION
 QO1032
 QO1032'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO1032'3.1 MI SE FROM ROGERS.
 QO1032'ABOUT 3.1 MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A
 QO1032'STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 P 1954, SET
 QO1032'IN A PRE-CAST CONCRETE MONUMENT.  MARK IS 70 FEET SOUTHWEST OF THE
 QO1032'CENTERLINE OF T.H. 152 (STA. 1842+85), 55 FEET NORTHEAST OF THE
 QO1032'CENTERLINE OF RAILROAD TRACK, 0.5 FOOT NORTHEAST OF A STEEL WITNESS
 QO1032'POST, 155 FEET EAST OF FIELD ENTRANCE AND PROJECTING 2 INCHES ABOVE
 QO1032'GROUND.  MARK IS LOCATED IN THE NE, SECTION 31, T120N, R22W.
 QO1032
 QO1032                          STATION RECOVERY (1994)
 QO1032
 QO1032'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO1032'RECOVERED IN GOOD CONDITION.
 QO1032
 QO1032                          STATION RECOVERY (2005)
 QO1032
 QO1032'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO1032'RECOVERED IN GOOD CONDITION.
 QO1032
 QO1032                          STATION RECOVERY (2007)
 QO1032
 QO1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1032'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF ANOKA,
 QO1032'5.8 MI (9.3 KM) WEST-NORTHWEST OF OSSEO AND 3.0 MI (4.8 KM) SOUTHEAST
 QO1032'OF ROGERS.
 QO1032' 
 QO1032'TO REACH TO THE MARK GO 3.1 MI (5.0 KM) SOUTHEAST OF THE JUNCTION OF
 QO1032'COUNTY ROAD 81 AND COUNTY ROAD 150 AT ROGERS, 70 FT (21.3 M) SOUTH OF
 QO1032'COUNTY ROAD 81 STATION 1842+85, 55 FT (16.8 M) NORTH OF RAILROAD, 155
 QO1032'FT (47.2 M) EAST OF A FIELD ENTRANCE, 0.5 FT (0.2 M) NORTHEAST OF A
 QO1032'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0508 ***********************************************************************
 QO0508  DESIGNATION -  2743 Q
 QO0508  PID         -  QO0508
 QO0508  STATE/COUNTY-  MN/HENNEPIN
 QO0508  COUNTRY     -  US
 QO0508  USGS QUAD   -  ROGERS (1993)
 QO0508
 QO0508                         *CURRENT SURVEY CONTROL
 QO0508  ______________________________________________________________________
 QO0508* NAD 83(1996) POSITION- 45 09 27.10749(N) 093 29 57.71095(W)   NO CHECK  
 QO0508* NAVD 88 ORTHO HEIGHT -   285.007  (meters)     935.06  (feet) ADJUSTED  
 QO0508  ______________________________________________________________________
 QO0508  LAPLACE CORR    -          2.17  (seconds)                    DEFLEC09
 QO0508  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 QO0508  DYNAMIC HEIGHT  -        284.981 (meters)      934.98  (feet) COMP
 QO0508  MODELED GRAVITY -    980,517.9   (mgal)                       NAVD 88
 QO0508
 QO0508  HORZ ORDER      -  THIRD
 QO0508  VERT ORDER      -  SECOND    CLASS I
 QO0508
 QO0508.The horizontal coordinates were established by classical geodetic methods
 QO0508.and adjusted by the National Geodetic Survey in March 1999.
 QO0508.
 QO0508.No horizontal observational check was made to the station.
 QO0508.
 QO0508.The orthometric height was determined by differential leveling and
 QO0508.adjusted in June 1991.
 QO0508
 QO0508.Photographs are available for this station.
 QO0508
 QO0508.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0508
 QO0508.The dynamic height is computed by dividing the NAVD 88
 QO0508.geopotential number by the normal gravity value computed on the
 QO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0508.degrees latitude (g = 980.6199 gals.).
 QO0508
 QO0508.The modeled gravity was interpolated from observed gravity values.
 QO0508
 QO0508. The following values were computed from the NAD 83(1996) position.
 QO0508
 QO0508;                    North         East     Units Scale Factor Converg.
 QO0508;SPC MN S     -   339,853.665   839,364.504   MT  0.99998762   +0 21 03.3
 QO0508;SPC MN S     - 1,115,003.23  2,753,815.04   sFT  0.99998762   +0 21 03.3
 QO0508;UTM  15      - 5,000,571.491   460,750.465   MT  0.99961894   -0 21 14.7
 QO0508
 QO0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0508!SPC MN S     -   0.99995969  x   0.99998762  =   0.99994731
 QO0508!UTM  15      -   0.99995969  x   0.99961894  =   0.99957865
 QO0508
 QO0508                          SUPERSEDED SURVEY CONTROL
 QO0508
 QO0508  NAD 83(1986)-  45 09 27.10372(N)    093 29 57.70551(W) AD(       ) 3
 QO0508  NAD 27      -  45 09 27.22726(N)    093 29 56.86152(W) AD(       ) 3
 QO0508  NGVD 29 (??/??/92)  284.90   (m)          934.7    (f) COMPUTED    2 0
 QO0508
 QO0508.Superseded values are not recommended for survey control.
 QO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0508.See file dsdata.txt to determine how the superseded data were derived.
 QO0508
 QO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6075000571(NAD 83)
 QO0508
 QO0508_MARKER: DB = BENCH MARK DISK
 QO0508_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0508_SP_SET: PRE-CAST CONCRETE MONUMENT
 QO0508_STAMPING: 2743 Q 1954
 QO0508_MARK LOGO: MNHD  
 QO0508_PROJECTION: FLUSH
 QO0508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0508+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO0508
 QO0508  HISTORY     - Date     Condition        Report By
 QO0508  HISTORY     - 1954     MONUMENTED       MNHD
 QO0508  HISTORY     - 1967     GOOD             MNDT
 QO0508  HISTORY     - 19940907 GOOD             USPSQD
 QO0508  HISTORY     - 20051112 GOOD             USPSQD
 QO0508  HISTORY     - 20071105 GOOD             MNDT
 QO0508
 QO0508                          STATION DESCRIPTION
 QO0508
 QO0508'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0508'3.5 MI SE FROM ROGERS.
 QO0508'MARK IS LOCATED NEAR THE E1/4, SECTION 31, T120N, R22W.  ABOUT 3.5
 QO0508'MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO0508'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 Q 1954, SET IN A
 QO0508'PRE-CAST CONCRETE MONUMENT.  MARK IS 71 FEET SOUTHWEST OF THE
 QO0508'CENTERLINE OF T.H. 152 (STA 1862+40), 1.0 FOOT NORTHEAST OF A STEEL
 QO0508'WITNESS POST, 54 FEET NORTHEAST OF THE CENTERLINE OF RAILROAD TRACKS,
 QO0508'ABOUT 250 FEET NORTH OF A BLACK TOP TOWNSHIP ROAD AND BURIED 1 INCH
 QO0508'BELOW GROUND.
 QO0508
 QO0508                          STATION RECOVERY (1994)
 QO0508
 QO0508'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0508'RECOVERED IN GOOD CONDITION.
 QO0508
 QO0508                          STATION RECOVERY (2005)
 QO0508
 QO0508'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO0508'RECOVERED IN GOOD CONDITION.
 QO0508
 QO0508                          STATION RECOVERY (2007)
 QO0508
 QO0508'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0508'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ANOKA, 5.4
 QO0508'MI (8.7 KM) WEST-NORTHWEST OF OSSEO AND 3.4 MI (5.5 KM) SOUTHEAST OF
 QO0508'ROGERS.
 QO0508' 
 QO0508'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) SOUTHEAST OF ROGERS, AT OLD
 QO0508'TRUNK HIGHWAY 152 STATION 1862+40, 71 FT (21.6 M) SOUTHWEST OF COUNTY
 QO0508'ROAD 81 (OLD TRUNK HIGHWAY 152), 600.0 FT (182.9 M) WEST OF
 QO0508'TERRITORIAL ROAD, 250 FT (76.2 M) NORTH OF TOWNSHIP ROAD, 54.0 FT
 QO0508'(16.5 M) NORTHEAST OF RAILROAD, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS
 QO0508'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0509 ***********************************************************************
 QO0509  DESIGNATION -  2743 R
 QO0509  PID         -  QO0509
 QO0509  STATE/COUNTY-  MN/HENNEPIN
 QO0509  COUNTRY     -  US
 QO0509  USGS QUAD   -  ANOKA (1993)
 QO0509
 QO0509                         *CURRENT SURVEY CONTROL
 QO0509  ______________________________________________________________________
 QO0509* NAD 83(1986) POSITION- 45 09 11.40   (N) 093 29 37.59   (W)   HD_HELD1  
 QO0509* NAVD 88 ORTHO HEIGHT -   277.356  (meters)     909.96  (feet) ADJUSTED  
 QO0509  ______________________________________________________________________
 QO0509  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 QO0509  DYNAMIC HEIGHT  -        277.332 (meters)      909.88  (feet) COMP
 QO0509  MODELED GRAVITY -    980,522.4   (mgal)                       NAVD 88
 QO0509
 QO0509  VERT ORDER      -  SECOND    CLASS I
 QO0509
 QO0509.The horizontal coordinates were established by differentially corrected
 QO0509.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0509.
 QO0509.The orthometric height was determined by differential leveling and
 QO0509.adjusted in June 1991.
 QO0509
 QO0509.Photographs are available for this station.
 QO0509
 QO0509.The dynamic height is computed by dividing the NAVD 88
 QO0509.geopotential number by the normal gravity value computed on the
 QO0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0509.degrees latitude (g = 980.6199 gals.).
 QO0509
 QO0509.The modeled gravity was interpolated from observed gravity values.
 QO0509
 QO0509;                    North         East    Units  Estimated Accuracy
 QO0509;SPC MN S     -   339,371.5     839,807.0     MT  (+/- 3 meters HH1 GPS) 
 QO0509
 QO0509                          SUPERSEDED SURVEY CONTROL
 QO0509
 QO0509  NGVD 29 (??/??/92)  277.253  (m)          909.62   (f) ADJ UNCH    2 0
 QO0509
 QO0509.Superseded values are not recommended for survey control.
 QO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0509.See file dsdata.txt to determine how the superseded data were derived.
 QO0509
 QO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6118600084(NAD 83)
 QO0509
 QO0509_MARKER: DB = BENCH MARK DISK
 QO0509_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO0509_SP_SET: HEADWALL BOX CULVERT
 QO0509_STAMPING: 2743 R 1954
 QO0509_MARK LOGO: MNHD  
 QO0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0509+STABILITY: SURFACE MOTION
 QO0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0509+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO0509
 QO0509  HISTORY     - Date     Condition        Report By
 QO0509  HISTORY     - 1954     MONUMENTED       MNHD
 QO0509  HISTORY     - 1967     GOOD             MNDT
 QO0509  HISTORY     - 20071105 GOOD             MNDT
 QO0509
 QO0509                          STATION DESCRIPTION
 QO0509
 QO0509'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0509'3.9 MI SE FROM ROGERS.
 QO0509'MARK IS LOCATED IN THE SW1/4, SECTION 32, T120N, R22W.  ABOUT 3.9
 QO0509'MILES SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD
 QO0509'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2743 R 1954, SET IN THE
 QO0509'NORTHWEST CORNER OF WINGWALL OF A TRIPLE BOX CULVERT, OPPOSITE A
 QO0509'RAILROAD TRESTLE OVER RUSH CREEK.
 QO0509
 QO0509                          STATION RECOVERY (2007)
 QO0509
 QO0509'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0509'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-SOUTHWEST OF ANOKA, 5.0
 QO0509'MI (8.0 KM) WEST-NORTHWEST OF OSSEO AND 3.8 MI (6.1 KM) SOUTHEAST OF
 QO0509'ROGERS.
 QO0509' 
 QO0509'TO REACH TO THE MARK AT MAPLE GROVE, 3.9 MI (6.3 KM) NORTHWEST OF THE
 QO0509'JUNCTION OF COUNTY ROAD 81-OLD TRUNK HIGHWAY 152 AND CENTRAL AVENUE IN
 QO0509'OSSEO, IN NORTHWEST CORNER OF TRIPLE BOX CULVERT OPPOSITE RAILROAD
 QO0509'TRESTLE OVER RUSH CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0510 ***********************************************************************
 QO0510  DESIGNATION -  2743 S
 QO0510  PID         -  QO0510
 QO0510  STATE/COUNTY-  MN/HENNEPIN
 QO0510  COUNTRY     -  US
 QO0510  USGS QUAD   -  ANOKA (1993)
 QO0510
 QO0510                         *CURRENT SURVEY CONTROL
 QO0510  ______________________________________________________________________
 QO0510* NAD 83(1996) POSITION- 45 09 00.76449(N) 093 29 15.43319(W)   NO CHECK  
 QO0510* NAVD 88 ORTHO HEIGHT -   278.250  (meters)     912.89  (feet) ADJUSTED  
 QO0510  ______________________________________________________________________
 QO0510  LAPLACE CORR    -          3.20  (seconds)                    DEFLEC09
 QO0510  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 QO0510  DYNAMIC HEIGHT  -        278.226 (meters)      912.81  (feet) COMP
 QO0510  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 QO0510
 QO0510  HORZ ORDER      -  THIRD
 QO0510  VERT ORDER      -  SECOND    CLASS I
 QO0510
 QO0510.The horizontal coordinates were established by classical geodetic methods
 QO0510.and adjusted by the National Geodetic Survey in March 1999.
 QO0510.
 QO0510.No horizontal observational check was made to the station.
 QO0510.
 QO0510.The orthometric height was determined by differential leveling and
 QO0510.adjusted in June 1991.
 QO0510
 QO0510.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO0510
 QO0510.The dynamic height is computed by dividing the NAVD 88
 QO0510.geopotential number by the normal gravity value computed on the
 QO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0510.degrees latitude (g = 980.6199 gals.).
 QO0510
 QO0510.The modeled gravity was interpolated from observed gravity values.
 QO0510
 QO0510. The following values were computed from the NAD 83(1996) position.
 QO0510
 QO0510;                    North         East     Units Scale Factor Converg.
 QO0510;SPC MN S     -   339,046.184   840,292.994   MT  0.99998616   +0 21 32.9
 QO0510;SPC MN S     - 1,112,354.02  2,756,861.26   sFT  0.99998616   +0 21 32.9
 QO0510;UTM  15      - 4,999,752.950   461,668.612   MT  0.99961807   -0 20 44.5
 QO0510
 QO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO0510!SPC MN S     -   0.99996075  x   0.99998616  =   0.99994691
 QO0510!UTM  15      -   0.99996075  x   0.99961807  =   0.99957883
 QO0510
 QO0510                          SUPERSEDED SURVEY CONTROL
 QO0510
 QO0510  NAD 83(1986)-  45 09 00.76045(N)    093 29 15.42814(W) AD(       ) 3
 QO0510  NAD 27      -  45 09 00.88390(N)    093 29 14.58484(W) AD(       ) 3
 QO0510  NGVD 29 (??/??/92)  278.147  (m)          912.55   (f) ADJ UNCH    2 0
 QO0510
 QO0510.Superseded values are not recommended for survey control.
 QO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0510.See file dsdata.txt to determine how the superseded data were derived.
 QO0510
 QO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6166899752(NAD 83)
 QO0510
 QO0510_MARKER: DB = BENCH MARK DISK
 QO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0510_SP_SET: MONUMENT
 QO0510_STAMPING: 2743 S 1954
 QO0510_MARK LOGO: MNHD  
 QO0510_PROJECTION: FLUSH
 QO0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0510+STABILITY: SURFACE MOTION
 QO0510
 QO0510  HISTORY     - Date     Condition        Report By
 QO0510  HISTORY     - 1954     MONUMENTED       MNDT
 QO0510  HISTORY     - 1967     GOOD             MNDT
 QO0510  HISTORY     - 19920416 GOOD             MNDT
 QO0510  HISTORY     - 20071105 MARK NOT FOUND   MNDT
 QO0510
 QO0510                          STATION DESCRIPTION
 QO0510
 QO0510'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0510'4.2 MI SE FROM ROGERS.
 QO0510'MARK IS LOCATED IN THE NW1/4, SECTION 5, T119N, R22W.  ABOUT 4.2 MILES
 QO0510'SOUTHEAST OF ROGERS ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0510'HIGHWAY DEPARTMENT DISK, STAMPED 2743 S 1954, SET IN A PRE-CAST
 QO0510'CONCRETE MONUMENT.  MARK IS 73 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0510'T.H. 152 (STA. 1902+97), 52 FEET NORTHEAST OF THE CENTERLINE OF
 QO0510'RAILROAD TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST AND FLUSH
 QO0510'WITH THE GROUND.
 QO0510
 QO0510                          STATION RECOVERY (1992)
 QO0510
 QO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 QO0510'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  RECOVERY NOTE
 QO0510'BY DAVID K.  HERDER, TYPED BY J.E.M.
 QO0510
 QO0510                          STATION RECOVERY (2007)
 QO0510
 QO0510'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0510'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0511 ***********************************************************************
 QO0511  DESIGNATION -  2743 T
 QO0511  PID         -  QO0511
 QO0511  STATE/COUNTY-  MN/HENNEPIN
 QO0511  COUNTRY     -  US
 QO0511  USGS QUAD   -  ANOKA (1993)
 QO0511
 QO0511                         *CURRENT SURVEY CONTROL
 QO0511  ______________________________________________________________________
 QO0511* NAD 83(1986) POSITION- 45 08 51.24   (N) 093 28 50.68   (W)   HD_HELD1  
 QO0511* NAVD 88 ORTHO HEIGHT -   280.285  (meters)     919.57  (feet) ADJUSTED  
 QO0511  ______________________________________________________________________
 QO0511  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 QO0511  DYNAMIC HEIGHT  -        280.262 (meters)      919.49  (feet) COMP
 QO0511  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QO0511
 QO0511  VERT ORDER      -  SECOND    CLASS I
 QO0511
 QO0511.The horizontal coordinates were established by differentially corrected
 QO0511.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0511.
 QO0511.The orthometric height was determined by differential leveling and
 QO0511.adjusted in June 1991.
 QO0511
 QO0511.Photographs are available for this station.
 QO0511
 QO0511.The dynamic height is computed by dividing the NAVD 88
 QO0511.geopotential number by the normal gravity value computed on the
 QO0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0511.degrees latitude (g = 980.6199 gals.).
 QO0511
 QO0511.The modeled gravity was interpolated from observed gravity values.
 QO0511
 QO0511;                    North         East    Units  Estimated Accuracy
 QO0511;SPC MN S     -   338,755.6     840,835.6     MT  (+/- 3 meters HH1 GPS) 
 QO0511
 QO0511                          SUPERSEDED SURVEY CONTROL
 QO0511
 QO0511  NGVD 29 (??/??/92)  280.183  (m)          919.23   (f) ADJ UNCH    2 0
 QO0511
 QO0511.Superseded values are not recommended for survey control.
 QO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0511.See file dsdata.txt to determine how the superseded data were derived.
 QO0511
 QO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6220799455(NAD 83)
 QO0511
 QO0511_MARKER: DB = BENCH MARK DISK
 QO0511_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO0511_SP_SET: MONUMENT
 QO0511_STAMPING: 2743 T 1954
 QO0511_MARK LOGO: MNHD  
 QO0511_PROJECTION: PROJECTING 5 CENTIMETERS
 QO0511_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0511+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2007
 QO0511
 QO0511  HISTORY     - Date     Condition        Report By
 QO0511  HISTORY     - 1954     MONUMENTED       MNHD
 QO0511  HISTORY     - 1967     GOOD             MNDT
 QO0511  HISTORY     - 19920416 GOOD             MNDT
 QO0511  HISTORY     - 20051112 GOOD             USPSQD
 QO0511  HISTORY     - 20071105 GOOD             MNDT
 QO0511
 QO0511                          STATION DESCRIPTION
 QO0511
 QO0511'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0511'4.6 MI NW FROM OSSEO.
 QO0511'MARK IS LOCATED IN THE NE1/4, SECTION 5, T119N, R22W, ABOUT 4.6 MILES
 QO0511'NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0511'HIGHWAY DEPARTMENT DISK, STAMPED 2743 T 1954, SET IN A PRE-CAST
 QO0511'CONCRETE MONUMENT.  MARK IS 71 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0511'T.H. 152 (STA. 1923+19), 54 FEET NORTHEAST OF THE CENTERLINE OF
 QO0511'RAILROAD TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST AND
 QO0511'PROJECTING 4 INCHES ABOVE GROUND.
 QO0511
 QO0511                          STATION RECOVERY (1992)
 QO0511
 QO0511'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 QO0511'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERY NOTE
 QO0511'BY DAVID K.  HERDER, TYPED BY J.E.M.
 QO0511
 QO0511                          STATION RECOVERY (2005)
 QO0511
 QO0511'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO0511'RECOVERED IN GOOD CONDITION.
 QO0511
 QO0511                          STATION RECOVERY (2007)
 QO0511
 QO0511'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0511'THE MARK IS LOCATED ABOUT 5.7 MI (9.2 KM) SOUTHWEST OF ANOKA, 4.5 MI
 QO0511'(7.2 KM) SOUTHEAST OF ROGERS AND 4.3 MI (6.9 KM) WEST-NORTHWEST OF
 QO0511'OSSEO.
 QO0511' 
 QO0511'TO REACH TO THE MARK AT MAPLE GROVE, 4.6 MI (7.4 KM) NORTHWEST OF THE
 QO0511'JUNCTION OF COUNTY ROAD 81 (OLD TRUNK HIGHWAY 152) AND CENTRAL AVENUE
 QO0511'IN OSSEO, 71 FT (21.6 M) SOUTHWEST OF COUNTY ROAD 81 STATION 1923+19,
 QO0511'54 FT (16.5 M) NORTHEAST OF RAILROAD TRACKS, 1.8 FT (0.5 M) NORTHEAST
 QO0511'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0516 ***********************************************************************
 QO0516  DESIGNATION -  2743 W
 QO0516  PID         -  QO0516
 QO0516  STATE/COUNTY-  MN/HENNEPIN
 QO0516  COUNTRY     -  US
 QO0516  USGS QUAD   -  ANOKA (1993)
 QO0516
 QO0516                         *CURRENT SURVEY CONTROL
 QO0516  ______________________________________________________________________
 QO0516* NAD 83(1986) POSITION- 45 08 22.08   (N) 093 27 39.96   (W)   HD_HELD1  
 QO0516* NAVD 88 ORTHO HEIGHT -   276.611  (meters)     907.51  (feet) ADJUSTED  
 QO0516  ______________________________________________________________________
 QO0516  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 QO0516  DYNAMIC HEIGHT  -        276.592 (meters)      907.45  (feet) COMP
 QO0516  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 QO0516
 QO0516  VERT ORDER      -  SECOND    CLASS I
 QO0516
 QO0516.The horizontal coordinates were established by differentially corrected
 QO0516.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0516.
 QO0516.The orthometric height was determined by differential leveling and
 QO0516.adjusted in June 1991.
 QO0516
 QO0516.Photographs are available for this station.
 QO0516
 QO0516.The dynamic height is computed by dividing the NAVD 88
 QO0516.geopotential number by the normal gravity value computed on the
 QO0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0516.degrees latitude (g = 980.6199 gals.).
 QO0516
 QO0516.The modeled gravity was interpolated from observed gravity values.
 QO0516
 QO0516;                    North         East    Units  Estimated Accuracy
 QO0516;SPC MN S     -   337,865.4     842,386.4     MT  (+/- 3 meters HH1 GPS) 
 QO0516
 QO0516                          SUPERSEDED SURVEY CONTROL
 QO0516
 QO0516  NGVD 29 (??/??/92)  276.515  (m)          907.20   (f) ADJ UNCH    2 0
 QO0516
 QO0516.Superseded values are not recommended for survey control.
 QO0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0516.See file dsdata.txt to determine how the superseded data were derived.
 QO0516
 QO0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6374698546(NAD 83)
 QO0516
 QO0516_MARKER: DB = BENCH MARK DISK
 QO0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0516_SP_SET: MOUMENT
 QO0516_STAMPING: 2743 W 1954
 QO0516_MARK LOGO: MNHD  
 QO0516_PROJECTION: PROJECTING 15 CENTIMETERS
 QO0516_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0516+STABILITY: SURFACE MOTION
 QO0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0516+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 QO0516
 QO0516  HISTORY     - Date     Condition        Report By
 QO0516  HISTORY     - 1954     MONUMENTED       MNHD
 QO0516  HISTORY     - 1967     GOOD             MNDT
 QO0516  HISTORY     - 19920430 GOOD             MNDT
 QO0516  HISTORY     - 19940907 GOOD             USPSQD
 QO0516  HISTORY     - 20051112 GOOD             USPSQD
 QO0516  HISTORY     - 20071107 GOOD             MNDT
 QO0516
 QO0516                          STATION DESCRIPTION
 QO0516
 QO0516'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0516'3.2 MI NW FROM OSSEO.
 QO0516'MARK IS LOCATED IN THE SW1/4, SECTION 3, T119N, R22W.  ABOUT 3.2 MILES
 QO0516'NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0516'HIGHWAY DEPARTMENT DISK, STAMPED 2743 W 1954, SET IN A PRE-CAST
 QO0516'CONCRETE MONUMENT.  MARK IS 72 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0516'T.H. 152 (STA. 1981+98), 53 FEET NORTHEAST OF THE CENTERLINE OF
 QO0516'RAILROAD TRACKS, 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST, ABOUT 300
 QO0516'FEET SOUTHEAST OF COUNTY ROAD NO. 121 AND FLUSH WITH THE GROUND.
 QO0516
 QO0516                          STATION RECOVERY (1992)
 QO0516
 QO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0516'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO0516
 QO0516                          STATION RECOVERY (1994)
 QO0516
 QO0516'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0516'RECOVERED IN GOOD CONDITION.
 QO0516
 QO0516                          STATION RECOVERY (2005)
 QO0516
 QO0516'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWO)
 QO0516'RECOVERED IN GOOD CONDITION.
 QO0516
 QO0516                          STATION RECOVERY (2007)
 QO0516
 QO0516'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0516'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF ROGERS, 5.4 MI
 QO0516'(8.7 KM) SOUTHWEST OF ANOKA AND 3.2 MI (5.1 KM) WEST-NORTHWEST OF
 QO0516'OSSEO.
 QO0516' 
 QO0516'TO REACH TO THE MARK AT MAPLE GROVE, 3.2 MI (5.1 KM) NORTHWEST OF THE
 QO0516'JUNCTION OF COUNTY ROAD 81 (OLD TRUNK HIGHWAY 152) AND CENTRAL AVENUE
 QO0516'IN OSSEO, 72 FT (21.9 M) SOUTHWEST OF COUNTY ROAD 81 STATION 1981+98,
 QO0516'53 FT (16.2 M) NORTHEAST OF RAILROAD, 300 FT (91.4 M) EAST-SOUTHEAST
 QO0516'OF COUNTY ROAD 121 (FERN BROOK LANE NORTH), 1.0 FT (0.3 M) NORTH OF A
 QO0516'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0517 ***********************************************************************
 QO0517  DESIGNATION -  2743 Z
 QO0517  PID         -  QO0517
 QO0517  STATE/COUNTY-  MN/HENNEPIN
 QO0517  COUNTRY     -  US
 QO0517  USGS QUAD   -  ANOKA (1993)
 QO0517
 QO0517                         *CURRENT SURVEY CONTROL
 QO0517  ______________________________________________________________________
 QO0517* NAD 83(1986) POSITION- 45 07 48.     (N) 093 26 27.     (W)   SCALED    
 QO0517* NAVD 88 ORTHO HEIGHT -   274.615  (meters)     900.97  (feet) ADJUSTED  
 QO0517  ______________________________________________________________________
 QO0517  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 QO0517  DYNAMIC HEIGHT  -        274.599 (meters)      900.91  (feet) COMP
 QO0517  MODELED GRAVITY -    980,551.3   (mgal)                       NAVD 88
 QO0517
 QO0517  VERT ORDER      -  SECOND    CLASS I
 QO0517
 QO0517.The horizontal coordinates were scaled from a topographic map and have
 QO0517.an estimated accuracy of +/- 6 seconds.
 QO0517.
 QO0517.The orthometric height was determined by differential leveling and
 QO0517.adjusted in June 1991.
 QO0517
 QO0517.The dynamic height is computed by dividing the NAVD 88
 QO0517.geopotential number by the normal gravity value computed on the
 QO0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0517.degrees latitude (g = 980.6199 gals.).
 QO0517
 QO0517.The modeled gravity was interpolated from observed gravity values.
 QO0517
 QO0517;                    North         East    Units  Estimated Accuracy
 QO0517;SPC MN S     -   336,820.      843,990.      MT  (+/- 180 meters Scaled)
 QO0517
 QO0517                          SUPERSEDED SURVEY CONTROL
 QO0517
 QO0517  NGVD 29 (??/??/92)  274.523  (m)          900.66   (f) ADJ UNCH    2 0
 QO0517
 QO0517.Superseded values are not recommended for survey control.
 QO0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0517.See file dsdata.txt to determine how the superseded data were derived.
 QO0517
 QO0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK653974(NAD 83)
 QO0517
 QO0517_MARKER: DB = BENCH MARK DISK
 QO0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0517_SP_SET: MONUMENT
 QO0517_STAMPING: 2743 Z 1954
 QO0517_MARK LOGO: MNHD  
 QO0517_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0517+STABILITY: SURFACE MOTION
 QO0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0517+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 QO0517
 QO0517  HISTORY     - Date     Condition        Report By
 QO0517  HISTORY     - 1954     MONUMENTED       MNDT
 QO0517  HISTORY     - 1967     GOOD             MNDT
 QO0517  HISTORY     - 19920416 GOOD             MNDT
 QO0517  HISTORY     - 19940907 MARK NOT FOUND   USPSQD
 QO0517  HISTORY     - 20020928 MARK NOT FOUND   USPSQD
 QO0517  HISTORY     - 20071107 MARK NOT FOUND   MNDT
 QO0517
 QO0517                          STATION DESCRIPTION
 QO0517
 QO0517'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0517'2.2 MI NW FROM OSSEO.
 QO0517'MARK IS LOCATED NEAR THE E1/4, SECTION 10, T119N, R22W.  ABOUT 2.2
 QO0517'MILES NORTHWEST OF OSSEO ALONG T.H. 152.  MARK IS A STANDARD MINNESOTA
 QO0517'HIGHWAY DEPARTMENT DISK, STAMPED 2743 Z 1954, SET IN A PRE-CAST
 QO0517'CONCRETE MONUMENT.  MARK IS 71 FEET SOUTHWEST OF THE CENTERLINE OF
 QO0517'T.H. 152 (STA. 2042+30) 1.0 FOOT NORTHEAST OF A STEEL WITNESS POST, 54
 QO0517'FEET NORTHEAST OF THE CENTERLINE OF RAILROAD TRACK AND PROJECTING 4
 QO0517'INCHES ABOVE GROUND.
 QO0517
 QO0517                          STATION RECOVERY (1992)
 QO0517
 QO0517'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0517'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO0517
 QO0517                          STATION RECOVERY (1994)
 QO0517
 QO0517'RECOVERY NOTE BY US POWER SQUADRON 1994
 QO0517'MARK NOT FOUND.
 QO0517
 QO0517                          STATION RECOVERY (2002)
 QO0517
 QO0517'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0517'MARK NOT FOUND.
 QO0517
 QO0517                          STATION RECOVERY (2007)
 QO0517
 QO0517'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO0517'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8815 ***********************************************************************
 AD8815  DESIGNATION -  2744 A
 AD8815  PID         -  AD8815
 AD8815  STATE/COUNTY-  MN/HENNEPIN
 AD8815  COUNTRY     -  US
 AD8815  USGS QUAD   -  SHAKOPEE (1993)
 AD8815
 AD8815                         *CURRENT SURVEY CONTROL
 AD8815  ______________________________________________________________________
 AD8815* NAD 83(1986) POSITION- 44 49 08.     (N) 093 30 47.     (W)   SCALED    
 AD8815* NAVD 88 ORTHO HEIGHT -   218.148  (meters)     715.71  (feet) ADJUSTED  
 AD8815  ______________________________________________________________________
 AD8815  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 AD8815  DYNAMIC HEIGHT  -        218.143 (meters)      715.69  (feet) COMP
 AD8815  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 AD8815
 AD8815  VERT ORDER      -  SECOND    CLASS I
 AD8815
 AD8815.The horizontal coordinates were scaled from a topographic map and have
 AD8815.an estimated accuracy of +/- 6 seconds.
 AD8815.
 AD8815.The orthometric height was determined by differential leveling and
 AD8815.adjusted in September 1997.
 AD8815
 AD8815.The dynamic height is computed by dividing the NAVD 88
 AD8815.geopotential number by the normal gravity value computed on the
 AD8815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8815.degrees latitude (g = 980.6199 gals.).
 AD8815
 AD8815.The modeled gravity was interpolated from observed gravity values.
 AD8815
 AD8815;                    North         East    Units  Estimated Accuracy
 AD8815;SPC MN S     -   302,220.      838,510.      MT  (+/- 180 meters Scaled)
 AD8815
 AD8815                          SUPERSEDED SURVEY CONTROL
 AD8815
 AD8815.No superseded survey control is available for this station.
 AD8815
 AD8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK594629(NAD 83)
 AD8815
 AD8815_MARKER: DD = SURVEY DISK
 AD8815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8815_STAMPING: 2744 A 1980
 AD8815_MARK LOGO: MNDT  
 AD8815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8815
 AD8815  HISTORY     - Date     Condition        Report By
 AD8815  HISTORY     - 1980     MONUMENTED       MNDT
 AD8815  HISTORY     - 20021021 GOOD             USPSQD
 AD8815  HISTORY     - 20070717 MARK NOT FOUND   MNDT
 AD8815
 AD8815                          STATION DESCRIPTION
 AD8815
 AD8815'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8815'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NW I/4 OF
 AD8815'SECTION 31, T116N, R22W, ABOUT 0.4 MILE EAST OF THE HENNEPIN-CARVER
 AD8815'COUNTY LINE, 1.2 MILES EAST ALONG TRUNK HIGHWAY 169 AND 212 FROM THEIR
 AD8815'JUNCTION (ABOUT 1 MILE NORTH OF THE MINNESOTA RIVER), AT HIGHWAY 169
 AD8815'MILEPOINT 112.35, 54 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 300
 AD8815'FEET EAST OF A FARM ENTRANCE, 19 FEET NORTH OF POWER POLE NUMBER 59,
 AD8815'11.5 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A BILLBOARD SIGN, AND 0.7
 AD8815'FOOT SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AD8815'VERTICAL CONTROL MONUMENT DISK STAMPED---2744 A 1980---, IS FASTENED
 AD8815'TO THE TOP OF AN 8 FOOT LONG COPPER CLAD STEEL (MAGNETIC) ROD (WITH A
 AD8815'CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AD8815'HOLE.
 AD8815
 AD8815                          STATION RECOVERY (2002)
 AD8815
 AD8815'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8815'NO BILLBOARD SIGNS IN THE AREA
 AD8815
 AD8815                          STATION RECOVERY (2007)
 AD8815
 AD8815'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AD8815'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8816 ***********************************************************************
 AD8816  DESIGNATION -  2744 B
 AD8816  PID         -  AD8816
 AD8816  STATE/COUNTY-  MN/HENNEPIN
 AD8816  COUNTRY     -  US
 AD8816  USGS QUAD   -  SHAKOPEE (1993)
 AD8816
 AD8816                         *CURRENT SURVEY CONTROL
 AD8816  ______________________________________________________________________
 AD8816* NAD 83(1986) POSITION- 44 49 11.08   (N) 093 30 07.34   (W)   HD_HELD1  
 AD8816* NAVD 88 ORTHO HEIGHT -   222.382  (meters)     729.60  (feet) ADJUSTED  
 AD8816  ______________________________________________________________________
 AD8816  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AD8816  DYNAMIC HEIGHT  -        222.377 (meters)      729.58  (feet) COMP
 AD8816  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 AD8816
 AD8816  VERT ORDER      -  SECOND    CLASS I
 AD8816
 AD8816.The horizontal coordinates were established by differentially corrected
 AD8816.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8816.
 AD8816.The orthometric height was determined by differential leveling and
 AD8816.adjusted in September 1997.
 AD8816
 AD8816.Photographs are available for this station.
 AD8816
 AD8816.The dynamic height is computed by dividing the NAVD 88
 AD8816.geopotential number by the normal gravity value computed on the
 AD8816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8816.degrees latitude (g = 980.6199 gals.).
 AD8816
 AD8816.The modeled gravity was interpolated from observed gravity values.
 AD8816
 AD8816;                    North         East    Units  Estimated Accuracy
 AD8816;SPC MN S     -   302,316.0     839,382.9     MT  (+/- 3 meters HH1 GPS) 
 AD8816
 AD8816                          SUPERSEDED SURVEY CONTROL
 AD8816
 AD8816.No superseded survey control is available for this station.
 AD8816
 AD8816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6030763049(NAD 83)
 AD8816
 AD8816_MARKER: DV = VERTICAL CONTROL DISK
 AD8816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8816_STAMPING: 2744 B 1980
 AD8816_MARK LOGO: MNDT  
 AD8816_PROJECTION: FLUSH
 AD8816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8816+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 AD8816
 AD8816  HISTORY     - Date     Condition        Report By
 AD8816  HISTORY     - 1980     MONUMENTED       MNDT
 AD8816  HISTORY     - 20021021 GOOD             USPSQD
 AD8816  HISTORY     - 20060929 GOOD             USPSQD
 AD8816  HISTORY     - 20070717 GOOD             MNDT
 AD8816
 AD8816                          STATION DESCRIPTION
 AD8816
 AD8816'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8816'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SE 1/4 OF
 AD8816'SECTION 30, T116N, R22W, 1.7 MILES EAST ALONG TRUNK HIGHWAY 169 AND
 AD8816'212 FROM THEIR JUNCTION (ABOUT 1 MILE NORTH OF THE MINNESOTA RIVER) TO
 AD8816'HIGHWAY 169 MILEPOINT 112.75, 62 FEET NORTH OF AND ABOUT LEVEL WITH
 AD8816'THE CENTERLINE OF THE HIGHWAY, 120 FEET WEST OF DELL ROAD, 54 FEET
 AD8816'NORTHEAST OF POWER POLE NUMBER 69, 47 FEET WEST OF POWER POLE NUMBER
 AD8816'2, AND 0.4 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AD8816'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 B 1980---, IS
 AD8816'FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER CLAD STEEL (MAGNETIC) ROD
 AD8816'(WITH A CROSS BAR) SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AD8816'HOLE.
 AD8816
 AD8816                          STATION RECOVERY (2002)
 AD8816
 AD8816'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8816'RECOVERED IN GOOD CONDITION.
 AD8816
 AD8816                          STATION RECOVERY (2006)
 AD8816
 AD8816'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8816'RECOVERED IN GOOD CONDITION.
 AD8816
 AD8816                          STATION RECOVERY (2007)
 AD8816
 AD8816'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8816'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF
 AD8816'EXCELSIOR, 2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF EDEN PRAIRIE AND 1.9 MI
 AD8816'(3.1 KM) NORTHEAST OF SHAKOPEE.
 AD8816' 
 AD8816'TO REACH TO THE MARK AT EDEN PRAIRIE, 3.15 MI (5.1 KM) WEST ALONG
 AD8816'TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 AD8816'HIGHWAY 1 (PIONEER TRAIL), AT TRUNK HIGHWAY 212 MILE POINT 153.65, 62
 AD8816'FT (18.9 M) NORTH OF TRUNK HIGHWAY 212, 120 FT (36.6 M) WEST OF DELL
 AD8816'ROAD, 0.4 FT (0.1 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8817 ***********************************************************************
 AD8817  DESIGNATION -  2744 C
 AD8817  PID         -  AD8817
 AD8817  STATE/COUNTY-  MN/HENNEPIN
 AD8817  COUNTRY     -  US
 AD8817  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8817
 AD8817                         *CURRENT SURVEY CONTROL
 AD8817  ______________________________________________________________________
 AD8817* NAD 83(1986) POSITION- 44 49 06.55   (N) 093 29 28.41   (W)   HD_HELD1  
 AD8817* NAVD 88 ORTHO HEIGHT -   226.240  (meters)     742.26  (feet) ADJUSTED  
 AD8817  ______________________________________________________________________
 AD8817  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 AD8817  DYNAMIC HEIGHT  -        226.234 (meters)      742.24  (feet) COMP
 AD8817  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 AD8817
 AD8817  VERT ORDER      -  SECOND    CLASS I
 AD8817
 AD8817.The horizontal coordinates were established by differentially corrected
 AD8817.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8817.
 AD8817.The orthometric height was determined by differential leveling and
 AD8817.adjusted in September 1997.
 AD8817
 AD8817.Photographs are available for this station.
 AD8817
 AD8817.The dynamic height is computed by dividing the NAVD 88
 AD8817.geopotential number by the normal gravity value computed on the
 AD8817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8817.degrees latitude (g = 980.6199 gals.).
 AD8817
 AD8817.The modeled gravity was interpolated from observed gravity values.
 AD8817
 AD8817;                    North         East    Units  Estimated Accuracy
 AD8817;SPC MN S     -   302,181.4     840,239.0     MT  (+/- 3 meters HH1 GPS) 
 AD8817
 AD8817                          SUPERSEDED SURVEY CONTROL
 AD8817
 AD8817.No superseded survey control is available for this station.
 AD8817
 AD8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6116162904(NAD 83)
 AD8817
 AD8817_MARKER: DV = VERTICAL CONTROL DISK
 AD8817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8817_STAMPING: 2744 C 1980
 AD8817_MARK LOGO: MNDT  
 AD8817_PROJECTION: RECESSED 5 CENTIMETERS
 AD8817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8817+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 AD8817
 AD8817  HISTORY     - Date     Condition        Report By
 AD8817  HISTORY     - 1980     MONUMENTED       MNDT
 AD8817  HISTORY     - 20021021 GOOD             USPSQD
 AD8817  HISTORY     - 20060929 GOOD             USPSQD
 AD8817  HISTORY     - 20070717 GOOD             MNDT
 AD8817
 AD8817                          STATION DESCRIPTION
 AD8817
 AD8817'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8817'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NW 1/4 OF
 AD8817'SECTION 32, T116N, R22W, 2.3 MILES EAST ALONG TRUNK HIGHWAY 169 AND
 AD8817'212 FROM THEIR JUNCTION (ABOUT 1 MILE NORTH OF THE MINNESOTA RIVER) TO
 AD8817'HIGHWAY 169 MILEPOINT 113.35, 55 FEET NORTH OF AND ABOUT LEVEL WITH
 AD8817'THE CENTERLINE OF THE HIGHWAY, 225 FEET WEST OF A T-ROAD SOUTH, 138
 AD8817'FEET EAST OF A DRIVE LEADING NORTH, 109 FEET EAST OF POWER POLE NUMBER
 AD8817'78, AND 1.4 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AD8817'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 C 1980---, IS
 AD8817'FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER CLAD STEEL (MAGNETIC) ROD
 AD8817'(WITH A CROSS BAR) SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AD8817'HOLE.
 AD8817
 AD8817                          STATION RECOVERY (2002)
 AD8817
 AD8817'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8817'RECOVERED IN GOOD CONDITION.
 AD8817
 AD8817                          STATION RECOVERY (2006)
 AD8817
 AD8817'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8817'MARK WAS 6 FEET SOUTH OF WITNESS POST AND 4 INCHES UNDER THE SOIL.
 AD8817
 AD8817                          STATION RECOVERY (2007)
 AD8817
 AD8817'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AD8817'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF
 AD8817'EXCELSIOR, 2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF EDEN PRAIRIE AND 2.2 MI
 AD8817'(3.5 KM) NORTHEAST OF SHAKOPEE.
 AD8817' 
 AD8817'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.6 MI (4.2 KM) WEST ALONG TRUNK
 AD8817'HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 1
 AD8817'(PIONEER TRAIL), AT TRUNK HIGHWAY 212 MILE POINT 154.2, 55 FT (16.8 M)
 AD8817'NORTH OF TRUNK HIGHWAY 212, 225 FT (68.6 M) WEST OF TEE-ROAD SOUTH,
 AD8817'138 FT (42.1 M) EAST OF DRIVEWAY, 45 FT (13.7 M) EAST OF POWER POLE
 AD8817'78, 5.9 FT (1.8 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8818 ***********************************************************************
 AD8818  DESIGNATION -  2744 E
 AD8818  PID         -  AD8818
 AD8818  STATE/COUNTY-  MN/HENNEPIN
 AD8818  COUNTRY     -  US
 AD8818  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8818
 AD8818                         *CURRENT SURVEY CONTROL
 AD8818  ______________________________________________________________________
 AD8818* NAD 83(1986) POSITION- 44 49 07.03   (N) 093 28 17.25   (W)   HD_HELD1  
 AD8818* NAVD 88 ORTHO HEIGHT -   232.046  (meters)     761.30  (feet) ADJUSTED  
 AD8818  ______________________________________________________________________
 AD8818  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AD8818  DYNAMIC HEIGHT  -        232.039 (meters)      761.28  (feet) COMP
 AD8818  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 AD8818
 AD8818  VERT ORDER      -  SECOND    CLASS I
 AD8818
 AD8818.The horizontal coordinates were established by differentially corrected
 AD8818.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8818.
 AD8818.The orthometric height was determined by differential leveling and
 AD8818.adjusted in September 1997.
 AD8818
 AD8818.Photographs are available for this station.
 AD8818
 AD8818.The dynamic height is computed by dividing the NAVD 88
 AD8818.geopotential number by the normal gravity value computed on the
 AD8818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8818.degrees latitude (g = 980.6199 gals.).
 AD8818
 AD8818.The modeled gravity was interpolated from observed gravity values.
 AD8818
 AD8818;                    North         East    Units  Estimated Accuracy
 AD8818;SPC MN S     -   302,206.2     841,802.2     MT  (+/- 3 meters HH1 GPS) 
 AD8818
 AD8818                          SUPERSEDED SURVEY CONTROL
 AD8818
 AD8818.No superseded survey control is available for this station.
 AD8818
 AD8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6272462909(NAD 83)
 AD8818
 AD8818_MARKER: DV = VERTICAL CONTROL DISK
 AD8818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AD8818+WITH SETTING: INFORMATION.
 AD8818_STAMPING: 2744 E 1980
 AD8818_MARK LOGO: MNDT  
 AD8818_PROJECTION: FLUSH
 AD8818_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8818+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 AD8818_ROD/PIPE-DEPTH:  2.4 meters
 AD8818
 AD8818  HISTORY     - Date     Condition        Report By
 AD8818  HISTORY     - 1980     MONUMENTED       MNDT
 AD8818  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8818  HISTORY     - 20060929 GOOD             USPSQD
 AD8818  HISTORY     - 20070717 GOOD             MNDT
 AD8818
 AD8818                          STATION DESCRIPTION
 AD8818
 AD8818'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8818'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NW 1/4 OF
 AD8818'SECTION 33, T116N, R22W, 3.2 MILES EAST ALONG TRUNK HIGHWAY 169 AND
 AD8818'212 FRON THEIR JUNCTION (ABOUT 1 MILE NORTH OF THE MINNESOTA RIVER),
 AD8818'53 FEET NORTH OF AND ABOUT 3 FEET HIGHER THAN THE CENTERLINE OF THE
 AD8818'HIGHWAY AT HIGHWAY 169 MILEPOINT 114.3, 400 FEET EAST OF A T-ROAD
 AD8818'LEADING SOUTH (RIVERVIEW ROAD), 65 FEET NORTHEAST OF THE NORTHEAST
 AD8818'CORNER OF A CONCRETE HEADWALL, 52 FEET SOUTHEAST OF A TRIPLE
 AD8818'COTTONWOOD TREE, AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 AD8818'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 E
 AD8818'1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER CLAD STEEL
 AD8818'(MAGNETIC) ROD (WITH A CROSS BAR) SET IN 8 INCHES OF CONCRETE IN A 6
 AD8818'INCH DIAMETER HOLE.
 AD8818
 AD8818                          STATION RECOVERY (2002)
 AD8818
 AD8818'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8818'MARK NOT FOUND.
 AD8818
 AD8818                          STATION RECOVERY (2006)
 AD8818
 AD8818'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8818'RECOVERED IN GOOD CONDITION.
 AD8818
 AD8818                          STATION RECOVERY (2007)
 AD8818
 AD8818'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8818'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH OF HOPKINS, 3.1 MI
 AD8818'(5.0 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.5 MI (4.0 KM) SOUTH OF EDEN
 AD8818'PRAIRIE.
 AD8818' 
 AD8818'TO REACH TO THE MARK AT EDEN PRAIRIE, 1.6 MI (2.6 KM) WEST ALONG TRUNK
 AD8818'HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 1
 AD8818'(PIONEER TRAIL), AT TRUNK HIGHWAY 212 MILE POINT 155.15, 53 FT (16.2
 AD8818'M) NORTH OF TRUNK HIGHWAY 212, 400 FT (121.9 M) EAST OF TEE-ROAD SOUTH
 AD8818'(RIVERVIEW ROAD), 65 FT (19.8 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AD8818'CONCRETE HEADWALL, 0.6 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8819 ***********************************************************************
 AD8819  DESIGNATION -  2744 F
 AD8819  PID         -  AD8819
 AD8819  STATE/COUNTY-  MN/HENNEPIN
 AD8819  COUNTRY     -  US
 AD8819  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8819
 AD8819                         *CURRENT SURVEY CONTROL
 AD8819  ______________________________________________________________________
 AD8819* NAD 83(1986) POSITION- 44 49 10.19   (N) 093 27 48.06   (W)   HD_HELD1  
 AD8819* NAVD 88 ORTHO HEIGHT -   253.552  (meters)     831.86  (feet) ADJUSTED  
 AD8819  ______________________________________________________________________
 AD8819  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 AD8819  DYNAMIC HEIGHT  -        253.546 (meters)      831.84  (feet) COMP
 AD8819  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 AD8819
 AD8819  VERT ORDER      -  SECOND    CLASS I
 AD8819
 AD8819.The horizontal coordinates were established by differentially corrected
 AD8819.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8819.
 AD8819.The orthometric height was determined by differential leveling and
 AD8819.adjusted in September 1997.
 AD8819
 AD8819.Photographs are available for this station.
 AD8819
 AD8819.The dynamic height is computed by dividing the NAVD 88
 AD8819.geopotential number by the normal gravity value computed on the
 AD8819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8819.degrees latitude (g = 980.6199 gals.).
 AD8819
 AD8819.The modeled gravity was interpolated from observed gravity values.
 AD8819
 AD8819;                    North         East    Units  Estimated Accuracy
 AD8819;SPC MN S     -   302,307.9     842,442.8     MT  (+/- 3 meters HH1 GPS) 
 AD8819
 AD8819                          SUPERSEDED SURVEY CONTROL
 AD8819
 AD8819.No superseded survey control is available for this station.
 AD8819
 AD8819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6336663003(NAD 83)
 AD8819
 AD8819_MARKER: DV = VERTICAL CONTROL DISK
 AD8819_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8819_STAMPING: 2744 F 1980
 AD8819_MARK LOGO: MNDT  
 AD8819_PROJECTION: FLUSH
 AD8819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8819+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 AD8819
 AD8819  HISTORY     - Date     Condition        Report By
 AD8819  HISTORY     - 1980     MONUMENTED       MNDT
 AD8819  HISTORY     - 20021021 GOOD             USPSQD
 AD8819  HISTORY     - 20070717 GOOD             MNDT
 AD8819
 AD8819                          STATION DESCRIPTION
 AD8819
 AD8819'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8819'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SE 1/4 OF
 AD8819'SECTION 28, T116N, R22W, 3.8 MILES EAST ALONG TRUNK HIGHWAY 169 AND
 AD8819'212 FROM THEIR JUNCTION (ABOUT 1 MILE NORTH OF THE MINNESOTA RIVER)
 AD8819'3.55 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 169 AND 212 FROM ITS
 AD8819'JUNCTION WITH INTERSTATE HIGHWAY 494, 62 FEET SOUTH OF AND ABOUT LEVEL
 AD8819'WITH THE CENTERLINE OF THE HIGHWAY AT HIGHWAY 169 MILEPOINT 114.7, AT
 AD8819'A GRAVEL SCENIC OVERLOOK, 17 FEET WEST-SOUTHWEST OF A POWER POLE, 6
 AD8819'FEET SOUTH OF THE WEST END OF A PLATE BEAM GUARD RAIL, AND 1.0 FOOT
 AD8819'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AD8819'CONTROL MONUMENT DISK STAMPED---2744 F 1980---, IS FASTENED TO THE TOP
 AD8819'OF AN 8 FOOT LONG COPPER CLAD STEEL (MAGNETIC) ROD (WITH A CROSS BAR)
 AD8819'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AD8819
 AD8819                          STATION RECOVERY (2002)
 AD8819
 AD8819'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8819'RECOVERED IN GOOD CONDITION.
 AD8819
 AD8819                          STATION RECOVERY (2007)
 AD8819
 AD8819'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8819'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF HOPKINS, 3.4 MI
 AD8819'(5.5 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.5 MI (4.0 KM) SOUTH OF EDEN
 AD8819'PRAIRIE.
 AD8819' 
 AD8819'TO REACH TO THE MARK AT EDEN PRAIRIE, 1.2 MI (1.9 KM) WEST ALONG TRUNK
 AD8819'HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 1
 AD8819'(PIONEER TRAIL), AT TRUNK HIGHWAY 212 MILE POINT 155.5, 62 FT (18.9 M)
 AD8819'SOUTH OF TRUNK HIGHWAY 212, AT SCENIC OVERLOOK (NOT WAYSIDE REST AT
 AD8819'TOP OF HILL), 17 FT (5.2 M) WEST-SOUTHWEST OF POWER POLE, 6 FT (1.8 M)
 AD8819'SOUTH OF WEST END OF GUARDRAIL, 1.0 FT (0.3 M) NORTH OF A WITNESS
 AD8819'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8821 ***********************************************************************
 AD8821  DESIGNATION -  2744 H
 AD8821  PID         -  AD8821
 AD8821  STATE/COUNTY-  MN/HENNEPIN
 AD8821  COUNTRY     -  US
 AD8821  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8821
 AD8821                         *CURRENT SURVEY CONTROL
 AD8821  ______________________________________________________________________
 AD8821* NAD 83(1986) POSITION- 44 49 44.82   (N) 093 26 33.42   (W)   HD_HELD1  
 AD8821* NAVD 88 ORTHO HEIGHT -   272.942  (meters)     895.48  (feet) ADJUSTED  
 AD8821  ______________________________________________________________________
 AD8821  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AD8821  DYNAMIC HEIGHT  -        272.935 (meters)      895.45  (feet) COMP
 AD8821  MODELED GRAVITY -    980,584.9   (mgal)                       NAVD 88
 AD8821
 AD8821  VERT ORDER      -  SECOND    CLASS I
 AD8821
 AD8821.The horizontal coordinates were established by differentially corrected
 AD8821.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8821.
 AD8821.The orthometric height was determined by differential leveling and
 AD8821.adjusted in September 1997.
 AD8821
 AD8821.Photographs are available for this station.
 AD8821
 AD8821.The dynamic height is computed by dividing the NAVD 88
 AD8821.geopotential number by the normal gravity value computed on the
 AD8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8821.degrees latitude (g = 980.6199 gals.).
 AD8821
 AD8821.The modeled gravity was interpolated from observed gravity values.
 AD8821
 AD8821;                    North         East    Units  Estimated Accuracy
 AD8821;SPC MN S     -   303,387.7     844,075.3     MT  (+/- 3 meters HH1 GPS) 
 AD8821
 AD8821                          SUPERSEDED SURVEY CONTROL
 AD8821
 AD8821.No superseded survey control is available for this station.
 AD8821
 AD8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6501164062(NAD 83)
 AD8821
 AD8821_MARKER: DV = VERTICAL CONTROL DISK
 AD8821_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8821_STAMPING: 2744 H 1980
 AD8821_MARK LOGO: MNDT  
 AD8821_PROJECTION: RECESSED 3 CENTIMETERS
 AD8821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8821+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 AD8821
 AD8821  HISTORY     - Date     Condition        Report By
 AD8821  HISTORY     - 1980     MONUMENTED       MNDT
 AD8821  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8821  HISTORY     - 20060929 GOOD             USPSQD
 AD8821  HISTORY     - 20070718 GOOD             MNDT
 AD8821
 AD8821                          STATION DESCRIPTION
 AD8821
 AD8821'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8821'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8821'SECTION 27, T116N, R22W, 2.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 169
 AD8821'AND 212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8821'ABOUT 600 FEET EAST ALONG COUNTY ROAD 1 FROM THE CENTERLINE OF HIGHWAY
 AD8821'169/212 AT HIGHWAY 169 MILEPOINT 116.0, 35 FEET NORTH OF AND ABOUT ONE
 AD8821'FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 1 (OLD SHAKOPEE ROAD),
 AD8821'47 FEET EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH, 63.7 FEET
 AD8821'NORTH OF A POWER POLE WITH A TRANSFORMER, 23.5 FEET EAST OF A FIRE
 AD8821'HYDRANT, AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AD8821'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 H 1980---,
 AD8821'IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER COATED STEEL
 AD8821'(MAGNETIC) ROD (WITH A CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE
 AD8821'IN A 6 INCH DIAMETER HOLE.
 AD8821
 AD8821                          STATION RECOVERY (2002)
 AD8821
 AD8821'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8821'NEW CONSTRUCTION AT MARKER SITE, NO POWER POLES PRESENT
 AD8821
 AD8821                          STATION RECOVERY (2006)
 AD8821
 AD8821'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8821'MARK IS 0.15 MILES NORTH AND EAST ON PIONEER TRAIL FROM THE
 AD8821'INTERSECTION OF COUNTY ROAD 1 AND PIONEER TRAIL THAT IS IMMEDIATELY
 AD8821'EAST OF HIGHWAY 212 (PIONEER TRAIL INTERSECTS TWICE WITH COUNTY ROAD 1
 AD8821'ON EAST SIDE OF HIGHWAY 212)
 AD8821
 AD8821                          STATION RECOVERY (2007)
 AD8821
 AD8821'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8821'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF HOPKINS, 4.7 MI
 AD8821'(7.6 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.3 MI (3.7 KM) SOUTHEAST OF
 AD8821'EDEN PRAIRIE.
 AD8821' 
 AD8821'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.7 MI (4.3 KM) SOUTHWEST ALONG
 AD8821'TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 AD8821'INTERSTATE HIGHWAY 494, THENCE 0.1 MI (0.2 KM) EAST ON TRUNK HIGHWAY 1
 AD8821'(PIONEER TRAIL), THENCE 0.2 MI (0.3 KM) NORTHEAST ON OLD PIONEER TRAIL
 AD8821'(PASTSUPER AMERICA ENTRANCE), 35 FT (10.7 M) NORTH OF OLD PIONEER
 AD8821'TRAIL, ACROSS ROAD FROM 13045 PIONEER TRAIL, 3.5 FT (1.1 M) NORTH OF
 AD8821'BIKE PATH, 47 FT (14.3 M) EAST OF DRIVEWAY NUMBER 13050 (CANARD
 AD8821'AEROSPACE), 63.7 FT (19.4 M) NORTH OF POWER POLE, 23.5 FT (7.2 M) EAST
 AD8821'OF FIRE HYDRANT, 0.5 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8822 ***********************************************************************
 AD8822  DESIGNATION -  2744 J
 AD8822  PID         -  AD8822
 AD8822  STATE/COUNTY-  MN/HENNEPIN
 AD8822  COUNTRY     -  US
 AD8822  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8822
 AD8822                         *CURRENT SURVEY CONTROL
 AD8822  ______________________________________________________________________
 AD8822* NAD 83(1986) POSITION- 44 49 55.32   (N) 093 26 26.02   (W)   HD_HELD1  
 AD8822* NAVD 88 ORTHO HEIGHT -   250.177  (meters)     820.79  (feet) ADJUSTED  
 AD8822  ______________________________________________________________________
 AD8822  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AD8822  DYNAMIC HEIGHT  -        250.171 (meters)      820.77  (feet) COMP
 AD8822  MODELED GRAVITY -    980,585.2   (mgal)                       NAVD 88
 AD8822
 AD8822  VERT ORDER      -  SECOND    CLASS I
 AD8822
 AD8822.The horizontal coordinates were established by differentially corrected
 AD8822.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8822.
 AD8822.The orthometric height was determined by differential leveling and
 AD8822.adjusted in September 1997.
 AD8822
 AD8822.Photographs are available for this station.
 AD8822
 AD8822.The dynamic height is computed by dividing the NAVD 88
 AD8822.geopotential number by the normal gravity value computed on the
 AD8822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8822.degrees latitude (g = 980.6199 gals.).
 AD8822
 AD8822.The modeled gravity was interpolated from observed gravity values.
 AD8822
 AD8822;                    North         East    Units  Estimated Accuracy
 AD8822;SPC MN S     -   303,712.9     844,235.6     MT  (+/- 3 meters HH1 GPS) 
 AD8822
 AD8822                          SUPERSEDED SURVEY CONTROL
 AD8822
 AD8822.No superseded survey control is available for this station.
 AD8822
 AD8822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6517564386(NAD 83)
 AD8822
 AD8822_MARKER: DV = VERTICAL CONTROL DISK
 AD8822_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD8822_SP_SET: HEADWALL BOX CULVERT
 AD8822_STAMPING: 2744 J 1980
 AD8822_MARK LOGO: MNDT  
 AD8822_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8822+STABILITY: SURFACE MOTION
 AD8822
 AD8822  HISTORY     - Date     Condition        Report By
 AD8822  HISTORY     - 1980     MONUMENTED       MNDT
 AD8822  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8822  HISTORY     - 20070718 GOOD             MNDT
 AD8822
 AD8822                          STATION DESCRIPTION
 AD8822
 AD8822'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8822'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8822'SECTION 27, T116N, R22W, 2.45 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 AD8822'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8822'4 FEET LOWER THAN THE HIGHWAY AND AT HIGHWAY 169 MILEPOINT 116.25. THE
 AD8822'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 J
 AD8822'1980---, IS SET IN A DRILL HOLE IN THE SOUTH END OF THE EAST CONCRETE
 AD8822'HEADWALL OF A BOX CULVERT AT PURGATORY CREEK.
 AD8822
 AD8822                          STATION RECOVERY (2002)
 AD8822
 AD8822'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8822'NEW BRIDGE, NOT FOUND
 AD8822
 AD8822                          STATION RECOVERY (2007)
 AD8822
 AD8822'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8822'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF HOPKINS, 4.8 MI
 AD8822'(7.7 KM) EAST-NORTHEAST OF SHAKOPEE AND 2.2 MI (3.5 KM) SOUTHEAST OF
 AD8822'EDEN PRAIRIE.
 AD8822' 
 AD8822'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.45 MI (3.9 KM) SOUTHWEST OF
 AD8822'THE JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN
 AD8822'SOUTHEAST CORNER OF TRUNK HIGHWAY 212 BOX CULVERT AT PURGATORY CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8823 ***********************************************************************
 AD8823  DESIGNATION -  2744 K
 AD8823  PID         -  AD8823
 AD8823  STATE/COUNTY-  MN/HENNEPIN
 AD8823  COUNTRY     -  US
 AD8823  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8823
 AD8823                         *CURRENT SURVEY CONTROL
 AD8823  ______________________________________________________________________
 AD8823* NAD 83(1986) POSITION- 44 50 16.23   (N) 093 26 28.75   (W)   HD_HELD1  
 AD8823* NAVD 88 ORTHO HEIGHT -   268.157  (meters)     879.78  (feet) ADJUSTED  
 AD8823  ______________________________________________________________________
 AD8823  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AD8823  DYNAMIC HEIGHT  -        268.151 (meters)      879.76  (feet) COMP
 AD8823  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 AD8823
 AD8823  VERT ORDER      -  SECOND    CLASS I
 AD8823
 AD8823.The horizontal coordinates were established by differentially corrected
 AD8823.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8823.
 AD8823.The orthometric height was determined by differential leveling and
 AD8823.adjusted in September 1997.
 AD8823
 AD8823.Photographs are available for this station.
 AD8823
 AD8823.The dynamic height is computed by dividing the NAVD 88
 AD8823.geopotential number by the normal gravity value computed on the
 AD8823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8823.degrees latitude (g = 980.6199 gals.).
 AD8823
 AD8823.The modeled gravity was interpolated from observed gravity values.
 AD8823
 AD8823;                    North         East    Units  Estimated Accuracy
 AD8823;SPC MN S     -   304,358.0     844,171.2     MT  (+/- 3 meters HH1 GPS) 
 AD8823
 AD8823                          SUPERSEDED SURVEY CONTROL
 AD8823
 AD8823.No superseded survey control is available for this station.
 AD8823
 AD8823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6511965031(NAD 83)
 AD8823
 AD8823_MARKER: DV = VERTICAL CONTROL DISK
 AD8823_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8823_STAMPING: 2744 K 1980
 AD8823_MARK LOGO: MNDT  
 AD8823_PROJECTION: FLUSH
 AD8823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8823+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 AD8823
 AD8823  HISTORY     - Date     Condition        Report By
 AD8823  HISTORY     - 1980     MONUMENTED       MNDT
 AD8823  HISTORY     - 20021021 GOOD             USPSQD
 AD8823  HISTORY     - 20060930 GOOD             USPSQD
 AD8823  HISTORY     - 20070718 GOOD             MNDT
 AD8823
 AD8823                          STATION DESCRIPTION
 AD8823
 AD8823'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8823'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SE 1/4 OF
 AD8823'SECTION 22, T116N, R22W, 2.0 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 AD8823'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8823'ABOUT 500 FEET WEST ALONG THE ENTRANCE TO HENNEPIN VO-TECH (SOUTH
 AD8823'CAMPUS) FROM THE CENTER OF HIGHWAY 169/212 AT HIGHWAY 169 MILEPOINT
 AD8823'116.2, 78.5 FEET EAST OF AND ONE FOOT LOWER THAN THE CENTER OF A
 AD8823'NORTH-SOUTH ENTRANCE DRIVE, 75 FEET SOUTH OF THE CENTER OF AN
 AD8823'EAST-WEST ENTRANCE DRIVE, 2.6 FEET SOUTHEAST OF A WOOD 6 BY 6 INCH
 AD8823'GUARD POST, AND 0.6 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MARK,
 AD8823'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 K
 AD8823'1980---, IS FASTENED TO THE TOP OF AN 8 FOOT LONG COPPER COATED STEEL
 AD8823'(MAGNETIC) ROD (WITH CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN
 AD8823'A 6 INCH DIAMETER HOLE, AND IS FLUSH WITH THE GROUND.
 AD8823
 AD8823                          STATION RECOVERY (2002)
 AD8823
 AD8823'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8823'MARK IN PVC PIPE
 AD8823
 AD8823                          STATION RECOVERY (2006)
 AD8823
 AD8823'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8823'STEEL WITNESS POST HAS NO SIGN. ONLY 2744  1980 IS LEGIBLE ON DISK.
 AD8823'ENTRANCE TO HENNIPEN TECHNICAL COLLEGE, EDEN PRAIRIE CAMPUS IS NOW ON
 AD8823'COLLEGE VIEW DRIVE WHICH RUNS WEST FROM INTERSECTION WITH HWY 212.
 AD8823'MARK IS 67 FEET SOUTH OF THE CENTERLINE OF COLLEGE VIEW DRIVE AND 76
 AD8823'FEET EAST OF CENTERLINE OF COLUMBINE ROAD WHICH INTERSECTS COLLEGE
 AD8823'VIEW DRIVE.
 AD8823' 
 AD8823
 AD8823                          STATION RECOVERY (2007)
 AD8823
 AD8823'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8823'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTH OF HOPKINS, 5.0 MI
 AD8823'(8.0 KM) EAST-NORTHEAST OF SHAKOPEE AND 1.9 MI (3.1 KM) SOUTHEAST OF
 AD8823'EDEN PRAIRIE.
 AD8823' 
 AD8823'TO REACH TO THE MARK AT EDEN PRAIRIE, 2.0 MI (3.2 KM) SOUTHWEST OF THE
 AD8823'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, 500 FT
 AD8823'(152.4 M) WEST OF TRUNK HIGHWAY 212 ON COLLEGE DRIVE, AT ENTRANCE TO
 AD8823'HENNEPIN VO-TECH (SOUTH CAMPUS), 78.5 FT (23.9 M) EAST OF NORTH-SOUTH
 AD8823'DRIVE, 75 FT (22.9 M) SOUTH OF EAST-WEST ENTRANCE DRIVE, 0.6 FT (0.2
 AD8823'M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8824 ***********************************************************************
 AD8824  DESIGNATION -  2744 L
 AD8824  PID         -  AD8824
 AD8824  STATE/COUNTY-  MN/HENNEPIN
 AD8824  COUNTRY     -  US
 AD8824  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8824
 AD8824                         *CURRENT SURVEY CONTROL
 AD8824  ______________________________________________________________________
 AD8824* NAD 83(1986) POSITION- 44 50 46.     (N) 093 26 20.     (W)   SCALED    
 AD8824* NAVD 88 ORTHO HEIGHT -   263.057  (meters)     863.05  (feet) ADJUSTED  
 AD8824  ______________________________________________________________________
 AD8824  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AD8824  DYNAMIC HEIGHT  -        263.051 (meters)      863.03  (feet) COMP
 AD8824  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AD8824
 AD8824  VERT ORDER      -  SECOND    CLASS I
 AD8824
 AD8824.The horizontal coordinates were scaled from a topographic map and have
 AD8824.an estimated accuracy of +/- 6 seconds.
 AD8824.
 AD8824.The orthometric height was determined by differential leveling and
 AD8824.adjusted in September 1997.
 AD8824
 AD8824.The dynamic height is computed by dividing the NAVD 88
 AD8824.geopotential number by the normal gravity value computed on the
 AD8824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8824.degrees latitude (g = 980.6199 gals.).
 AD8824
 AD8824.The modeled gravity was interpolated from observed gravity values.
 AD8824
 AD8824;                    North         East    Units  Estimated Accuracy
 AD8824;SPC MN S     -   305,280.      844,360.      MT  (+/- 180 meters Scaled)
 AD8824
 AD8824                          SUPERSEDED SURVEY CONTROL
 AD8824
 AD8824.No superseded survey control is available for this station.
 AD8824
 AD8824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK653659(NAD 83)
 AD8824
 AD8824_MARKER: DD = SURVEY DISK
 AD8824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD8824_STAMPING: 2744 L 1980
 AD8824_MARK LOGO: MNDT  
 AD8824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8824
 AD8824  HISTORY     - Date     Condition        Report By
 AD8824  HISTORY     - 1980     MONUMENTED       MNDT
 AD8824  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8824  HISTORY     - 20070718 MARK NOT FOUND   MNDT
 AD8824
 AD8824                          STATION DESCRIPTION
 AD8824
 AD8824'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8824'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8824'SECTION 23, T116N, R22W, 1.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY
 AD8824'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8824'42.2 FEET WEST OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF
 AD8824'HIGHWAY 169/212 AT HIGHWAY 169 MILEPOINT 117.3, 90 FEET SOUTH OF A
 AD8824'FIELD ENTRANCE TO THE WEST, 8.8 FEET SOUTHWEST OF A POWER POLE, AND
 AD8824'0.5 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AD8824'VERTICAL CONTROL MONUMENT DISK STAMPED---2744 L 1980---, IS FASTENED
 AD8824'TO THE TOP OF AN 8 FOOT LONG COPPER COATED STEEL (MAGNETIC) ROD (WITH
 AD8824'A CROSS BAR) THAT IS SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AD8824'HOLE, AND IS FLUSH WITH THE GROUND.
 AD8824
 AD8824                          STATION RECOVERY (2002)
 AD8824
 AD8824'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8824'MARK NOT FOUND.
 AD8824
 AD8824                          STATION RECOVERY (2007)
 AD8824
 AD8824'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AD8824'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8825 ***********************************************************************
 AD8825  DESIGNATION -  2744 M
 AD8825  PID         -  AD8825
 AD8825  STATE/COUNTY-  MN/HENNEPIN
 AD8825  COUNTRY     -  US
 AD8825  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8825
 AD8825                         *CURRENT SURVEY CONTROL
 AD8825  ______________________________________________________________________
 AD8825* NAD 83(1986) POSITION- 44 51 02.95   (N) 093 25 55.58   (W)   HD_HELD1  
 AD8825* NAVD 88 ORTHO HEIGHT -   257.504  (meters)     844.83  (feet) ADJUSTED  
 AD8825  ______________________________________________________________________
 AD8825  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AD8825  DYNAMIC HEIGHT  -        257.498 (meters)      844.81  (feet) COMP
 AD8825  MODELED GRAVITY -    980,587.4   (mgal)                       NAVD 88
 AD8825
 AD8825  VERT ORDER      -  SECOND    CLASS I
 AD8825
 AD8825.The horizontal coordinates were established by differentially corrected
 AD8825.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8825.
 AD8825.The orthometric height was determined by differential leveling and
 AD8825.adjusted in September 1997.
 AD8825
 AD8825.Photographs are available for this station.
 AD8825
 AD8825.The dynamic height is computed by dividing the NAVD 88
 AD8825.geopotential number by the normal gravity value computed on the
 AD8825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8825.degrees latitude (g = 980.6199 gals.).
 AD8825
 AD8825.The modeled gravity was interpolated from observed gravity values.
 AD8825
 AD8825;                    North         East    Units  Estimated Accuracy
 AD8825;SPC MN S     -   305,805.1     844,889.7     MT  (+/- 3 meters HH1 GPS) 
 AD8825
 AD8825                          SUPERSEDED SURVEY CONTROL
 AD8825
 AD8825.No superseded survey control is available for this station.
 AD8825
 AD8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6585566469(NAD 83)
 AD8825
 AD8825_MARKER: DV = VERTICAL CONTROL DISK
 AD8825_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8825_SP_SET: CONCRETE FOOTING
 AD8825_STAMPING: 2744 M 1980
 AD8825_MARK LOGO: MNDT  
 AD8825_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8825+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 AD8825
 AD8825  HISTORY     - Date     Condition        Report By
 AD8825  HISTORY     - 1980     MONUMENTED       MNDT
 AD8825  HISTORY     - 20021021 GOOD             USPSQD
 AD8825  HISTORY     - 20070718 GOOD             MNDT
 AD8825
 AD8825                          STATION DESCRIPTION
 AD8825
 AD8825'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8825'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SW 1/4 OF
 AD8825'SECTION 14, T116N, R22W, 0.9 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 AD8825'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8825'212 FEET SOUTHEAST OF THE SOUTH CURB OF HIGHWAY 169/212 AT HIGHWAY 169
 AD8825'MILEPOINT 117.8, AND 179 FEET NORTHEAST OF A FIRE HYDRANT.  THE MARK,
 AD8825'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 M
 AD8825'1980---, IS SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 AD8825'CONCRETE BASE OF A STEEL POWER LINE TOWER (NUMBERED 601), AND IS 6
 AD8825'INCHES ABOVE THE GROUND.
 AD8825
 AD8825                          STATION RECOVERY (2002)
 AD8825
 AD8825'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8825'RECOVERED IN GOOD CONDITION.
 AD8825
 AD8825                          STATION RECOVERY (2007)
 AD8825
 AD8825'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8825'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF SHAKOPEE, 5.4
 AD8825'MI (8.7 KM) SOUTH-SOUTHEAST OF HOPKINS AND 1.9 MI (3.1 KM) EAST OF
 AD8825'EDEN PRAIRIE.
 AD8825' 
 AD8825'TO REACH TO THE MARK AT EDEN PRAIRIE, 0.9 MI (1.4 KM) SOUTHWEST OF THE
 AD8825'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, 0.05 MI (0.1
 AD8825'KM) SOUTHEAST ON PRAIRIE CENTER DRIVE, THEN 0.05 MI (0.1 KM) SOUTHWEST
 AD8825'ON JOINER WAY, 212 FT (64.6 M) SOUTHEAST OF SOUTH CURB OF TRUNK
 AD8825'HIGHWAY 212, 179 FT (54.6 M) NORTHEAST OF FIRE HYDRANT, IN NORTHEAST
 AD8825'CORNER OF BASE OF STEEL POWER LINE TOWER 601, AT TRUNK HIGHWAY 212
 AD8825'MILE POINT 158.6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8826 ***********************************************************************
 AD8826  DESIGNATION -  2744 N
 AD8826  PID         -  AD8826
 AD8826  STATE/COUNTY-  MN/HENNEPIN
 AD8826  COUNTRY     -  US
 AD8826  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8826
 AD8826                         *CURRENT SURVEY CONTROL
 AD8826  ______________________________________________________________________
 AD8826* NAD 83(1986) POSITION- 44 51 21.83   (N) 093 25 37.68   (W)   HD_HELD1  
 AD8826* NAVD 88 ORTHO HEIGHT -   269.771  (meters)     885.07  (feet) ADJUSTED  
 AD8826  ______________________________________________________________________
 AD8826  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AD8826  DYNAMIC HEIGHT  -        269.765 (meters)      885.05  (feet) COMP
 AD8826  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 AD8826
 AD8826  VERT ORDER      -  SECOND    CLASS I
 AD8826
 AD8826.The horizontal coordinates were established by differentially corrected
 AD8826.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8826.
 AD8826.The orthometric height was determined by differential leveling and
 AD8826.adjusted in September 1997.
 AD8826
 AD8826.Photographs are available for this station.
 AD8826
 AD8826.The dynamic height is computed by dividing the NAVD 88
 AD8826.geopotential number by the normal gravity value computed on the
 AD8826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8826.degrees latitude (g = 980.6199 gals.).
 AD8826
 AD8826.The modeled gravity was interpolated from observed gravity values.
 AD8826
 AD8826;                    North         East    Units  Estimated Accuracy
 AD8826;SPC MN S     -   306,390.6     845,278.6     MT  (+/- 3 meters HH1 GPS) 
 AD8826
 AD8826                          SUPERSEDED SURVEY CONTROL
 AD8826
 AD8826.No superseded survey control is available for this station.
 AD8826
 AD8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6625167049(NAD 83)
 AD8826
 AD8826_MARKER: DV = VERTICAL CONTROL DISK
 AD8826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8826_SP_SET: CONCRETE FOOTING
 AD8826_STAMPING: 2744 N 1980
 AD8826_MARK LOGO: MNDT  
 AD8826_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD8826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8826+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 AD8826
 AD8826  HISTORY     - Date     Condition        Report By
 AD8826  HISTORY     - 1980     MONUMENTED       MNDT
 AD8826  HISTORY     - 20021021 MARK NOT FOUND   USPSQD
 AD8826  HISTORY     - 20070718 GOOD             MNDT
 AD8826
 AD8826                          STATION DESCRIPTION
 AD8826
 AD8826'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AD8826'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8826'SECTION 14, T116N, R22W, 0.5 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 AD8826'169/212 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE,
 AD8826'ABOUT 250 FEET SOUTH OF THE ENRANCE TO EDEN PRAIRIE CENTER (SHOPPING
 AD8826'MALL), 47.8 FEET SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 169/212 AT
 AD8826'HIGHWAY 169 MILEPOINT 118.2, 42.9 FEET NORTHEAST OF THE NORTH CURB OF
 AD8826'A CIRCLE DRIVE (SHOPPING CENTER SERVICE ROAD), AND 1.2 FEET NORTH OF
 AD8826'THE WEST BRICK COLUMN FOR A BRICK SIGN (EDEN PRAIRIE CENTER).  THE
 AD8826'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2744 N
 AD8826'1980---, IS SET IN A DRILL HOLE IN THE WEST CONCRETE BASE OF THE BRICK
 AD8826'SIGN.
 AD8826
 AD8826                          STATION RECOVERY (2002)
 AD8826
 AD8826'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 AD8826'NEW SIGN AT SITE, NOT FOUND
 AD8826
 AD8826                          STATION RECOVERY (2007)
 AD8826
 AD8826'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AD8826'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF SHAKOPEE, 5.1
 AD8826'MI (8.2 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.1 MI (3.4 KM) EAST OF
 AD8826'EDEN PRAIRIE.
 AD8826' 
 AD8826'TO REACH TO THE MARK AT EDEN PRAIRIE, 0.5 MI (0.8 KM) SOUTHWEST OF THE
 AD8826'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, 250 FT (76.2
 AD8826'M) SOUTH OF ENTRANCE TO EDEN PRAIRIE CENTER, 47.8 FT (14.6 M)
 AD8826'SOUTHEAST OF SOUTHEAST CURB OF TRUNK HIGHWAY 212, 42.9 FT (13.1 M)
 AD8826'NORTHEAST OF NORTH CURB ON ACCESS ROAD, 1.2 FT (0.4 M) NORTH OF WEST
 AD8826'COLUMN OF SIGN (EDEN PRAIRIE CENTER) NOTHING ON SIGN AT PRESENT, IN
 AD8826'WEST BASE OF SIGN, AT TRUNK HIGHWAY 212 MILE POINT 158.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6465 ***********************************************************************
 DK6465  DESIGNATION -  2748 AB
 DK6465  PID         -  DK6465
 DK6465  STATE/COUNTY-  MN/HENNEPIN
 DK6465  COUNTRY     -  US
 DK6465  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6465
 DK6465                         *CURRENT SURVEY CONTROL
 DK6465  ______________________________________________________________________
 DK6465* NAD 83(1986) POSITION- 45 07 23.52   (N) 093 18 19.36   (W)   HD_HELD1  
 DK6465* NAVD 88 ORTHO HEIGHT -   266.679  (meters)     874.93  (feet) ADJUSTED  
 DK6465  ______________________________________________________________________
 DK6465  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DK6465  DYNAMIC HEIGHT  -        266.674 (meters)      874.91  (feet) COMP
 DK6465  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DK6465
 DK6465  VERT ORDER      -  SECOND    CLASS I
 DK6465
 DK6465.The horizontal coordinates were established by differentially corrected
 DK6465.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6465.
 DK6465.The orthometric height was determined by differential leveling and
 DK6465.adjusted in October 2008.
 DK6465
 DK6465.The dynamic height is computed by dividing the NAVD 88
 DK6465.geopotential number by the normal gravity value computed on the
 DK6465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6465.degrees latitude (g = 980.6199 gals.).
 DK6465
 DK6465.The modeled gravity was interpolated from observed gravity values.
 DK6465
 DK6465;                    North         East    Units  Estimated Accuracy
 DK6465;SPC MN S     -   336,150.1     854,649.6     MT  (+/- 3 meters HH1 GPS) 
 DK6465
 DK6465                          SUPERSEDED SURVEY CONTROL
 DK6465
 DK6465.No superseded survey control is available for this station.
 DK6465
 DK6465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7598396681(NAD 83)
 DK6465
 DK6465_MARKER: DD = SURVEY DISK
 DK6465_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6465_SP_SET: BRIDGE RAIL
 DK6465_STAMPING: 2748 AB 1998
 DK6465_MARK LOGO: MNDT  
 DK6465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6465+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6465
 DK6465  HISTORY     - Date     Condition        Report By
 DK6465  HISTORY     - 1998     MONUMENTED       MNDT
 DK6465  HISTORY     - 20011106 GOOD             MNDT
 DK6465
 DK6465                          STATION DESCRIPTION
 DK6465
 DK6465'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6465'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6465'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.7 MI (7.6 KM) EAST OF OSSEO.
 DK6465'TO REACH STATION, HEAD SOUTH ON NORTH FIRST AVENUE TOWARD EAST MAIN
 DK6465'STREET, FOR 121 FT (36.9 M) TURN RIGHT AT EAST MAIN STREET, GO 0.1 MI
 DK6465'(0.2 KM) TURN RIGHT AT NORTH FERRY STREET FOR 0.4 MI (0.6 KM) TURN
 DK6465'RIGHT TO MERGE ONTO MN-47 S/US-10 EAST, 6.4 MI (10.3 KM) SLIGHT RIGHT
 DK6465'AT MN-47 SOUTH (SIGNS FOR MINNEAPOLIS/MN-47/MN-610 1.2 MI (1.9 KM)
 DK6465'TAKE THE EXIT ONTO MN-610 W 2.5 MI (4.0 KM) TO STATION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6480 ***********************************************************************
 DK6480  DESIGNATION -  2748 AC
 DK6480  PID         -  DK6480
 DK6480  STATE/COUNTY-  MN/HENNEPIN
 DK6480  COUNTRY     -  US
 DK6480  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6480
 DK6480                         *CURRENT SURVEY CONTROL
 DK6480  ______________________________________________________________________
 DK6480* NAD 83(1986) POSITION- 45 07 14.5    (N) 093 18 28.0    (W)   HD_HELD2  
 DK6480* NAVD 88 ORTHO HEIGHT -   272.653  (meters)     894.53  (feet) ADJUSTED  
 DK6480  ______________________________________________________________________
 DK6480  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DK6480  DYNAMIC HEIGHT  -        272.648 (meters)      894.51  (feet) COMP
 DK6480  MODELED GRAVITY -    980,591.0   (mgal)                       NAVD 88
 DK6480
 DK6480  VERT ORDER      -  SECOND    CLASS I
 DK6480
 DK6480.The horizontal coordinates were established by autonomous hand held GPS
 DK6480.observations and have an estimated accuracy of +/- 10 meters.
 DK6480.
 DK6480.The orthometric height was determined by differential leveling and
 DK6480.adjusted in October 2008.
 DK6480
 DK6480.Photographs are available for this station.
 DK6480
 DK6480.The dynamic height is computed by dividing the NAVD 88
 DK6480.geopotential number by the normal gravity value computed on the
 DK6480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6480.degrees latitude (g = 980.6199 gals.).
 DK6480
 DK6480.The modeled gravity was interpolated from observed gravity values.
 DK6480
 DK6480;                    North         East    Units  Estimated Accuracy
 DK6480;SPC MN S     -   335,870.      854,463.      MT  (+/- 10 meters HH2 GPS)
 DK6480
 DK6480                          SUPERSEDED SURVEY CONTROL
 DK6480
 DK6480.No superseded survey control is available for this station.
 DK6480
 DK6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7579396404(NAD 83)
 DK6480
 DK6480_MARKER: DD = SURVEY DISK
 DK6480_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6480_SP_SET: BRIDGE RAILING
 DK6480_STAMPING: 2748 AC 1998
 DK6480_MARK LOGO: MNDT  
 DK6480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6480+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DK6480
 DK6480  HISTORY     - Date     Condition        Report By
 DK6480  HISTORY     - 1998     MONUMENTED       MNDT
 DK6480  HISTORY     - 20011106 GOOD             MNDT
 DK6480  HISTORY     - 20051005 GOOD             MNDT
 DK6480
 DK6480                          STATION DESCRIPTION
 DK6480
 DK6480'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6480'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6480'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6480'IN BROOKLYN PARK, IN BRIDGE RAIL AT NE CORNER SOUTHBOUND TRUNK HIGHWAY
 DK6480'252 BRIDGE NUMBER 27219 OVER WESTBOUND TRUNK HIGHWAY 610, 23.8 FT (7.3
 DK6480'M) EAST OF SOUTHBOUND TRUNK HIGHWAY 252 JUNCTION, 3.9 FT (1.2 M) SOUTH
 DK6480'OF NE END RAIL, MARK IS SET FLUSH.
 DK6480
 DK6480                          STATION RECOVERY (2005)
 DK6480
 DK6480'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK6480'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6466 ***********************************************************************
 DK6466  DESIGNATION -  2748 AD
 DK6466  PID         -  DK6466
 DK6466  STATE/COUNTY-  MN/HENNEPIN
 DK6466  COUNTRY     -  US
 DK6466  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6466
 DK6466                         *CURRENT SURVEY CONTROL
 DK6466  ______________________________________________________________________
 DK6466* NAD 83(1986) POSITION- 45 07 08.88   (N) 093 18 28.55   (W)   HD_HELD1  
 DK6466* NAVD 88 ORTHO HEIGHT -   271.798  (meters)     891.72  (feet) ADJUSTED  
 DK6466  ______________________________________________________________________
 DK6466  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DK6466  DYNAMIC HEIGHT  -        271.793 (meters)      891.71  (feet) COMP
 DK6466  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 DK6466
 DK6466  VERT ORDER      -  SECOND    CLASS I
 DK6466
 DK6466.The horizontal coordinates were established by differentially corrected
 DK6466.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6466.
 DK6466.The orthometric height was determined by differential leveling and
 DK6466.adjusted in October 2008.
 DK6466
 DK6466.Photographs are available for this station.
 DK6466
 DK6466.The dynamic height is computed by dividing the NAVD 88
 DK6466.geopotential number by the normal gravity value computed on the
 DK6466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6466.degrees latitude (g = 980.6199 gals.).
 DK6466
 DK6466.The modeled gravity was interpolated from observed gravity values.
 DK6466
 DK6466;                    North         East    Units  Estimated Accuracy
 DK6466;SPC MN S     -   335,696.5     854,452.6     MT  (+/- 3 meters HH1 GPS) 
 DK6466
 DK6466                          SUPERSEDED SURVEY CONTROL
 DK6466
 DK6466.No superseded survey control is available for this station.
 DK6466
 DK6466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7578096230(NAD 83)
 DK6466
 DK6466_MARKER: DD = SURVEY DISK
 DK6466_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6466_SP_SET: BRIDGE RAILING
 DK6466_STAMPING: 2748 AD 1998
 DK6466_MARK LOGO: MNDT  
 DK6466_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6466+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 DK6466
 DK6466  HISTORY     - Date     Condition        Report By
 DK6466  HISTORY     - 1998     MONUMENTED       MNDT
 DK6466  HISTORY     - 20011106 GOOD             MNDT
 DK6466  HISTORY     - 20051005 GOOD             MNDT
 DK6466  HISTORY     - 20070725 GOOD             MNDT
 DK6466
 DK6466                          STATION DESCRIPTION
 DK6466
 DK6466'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6466'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6466'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6466'IN BROOKLYN PARK.
 DK6466' 
 DK6466'TO REACH STATION, HEAD SOUTH ON N FIRST AVENUE TOWARD E MAIN ST, GO
 DK6466'121 FT, TURN RIGHT AT E MAIN ST FOR 0.1 MI (0.2 KM) TURN RIGHT AT N
 DK6466'FERRY STREET, GO 0.4 MI (0.6 KM) TURN RIGHT TO MERGE ONTO MN-47
 DK6466'S/US-10 E 6.4 MI (10.3 KM) SLIGHT RIGHT AT MN-47 S (SIGNS FOR
 DK6466'MINNEAPOLIS/MN-47/MN-610) GO 1.2 MI (1.9 KM) TAKE THE EXIT ONTO MN-610
 DK6466'W FOR 2.2 MI (3.5 KM) TAKE THE MN-252 EXIT, GO 0.7 MILES.  MARK IS SET
 DK6466'IN SOUTHEAST CORNER SOUTHBOUND TRUNK HIGHWAY 252 BRIDGE NUMBER 27219
 DK6466'FROM WESTBOUND TRUNK HIGHWAY 610 AND SOUTHBOUND TRUNK HIGHWAY 252
 DK6466'SPLIT OVER WESTBOUND TRUNK HIGHWAY 610, 23.2 FT (7.1 M) EAST OF
 DK6466'SOUTHBOUND TH 252, MARK IS SET FLUSH.
 DK6466
 DK6466                          STATION RECOVERY (2005)
 DK6466
 DK6466'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK6466'RECOVERED AS DESCRIBED.
 DK6466
 DK6466                          STATION RECOVERY (2007)
 DK6466
 DK6466'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DK6466'THE MARK IS IN BROOKLYN PARK, AT SOUTHEAST CORNER OF BRIDGE NUMBER
 DK6466'27219 FROM TRUNK HIGHWAY 610 WESTBOUND AND TRUNK HIGHWAY 252
 DK6466'SOUTHBOUND SPLIT OVER TRUNK HIGHWAY 610 WESTBOUND/ IT IS 23.2 FT (7.1
 DK6466'M) EAST OF 252 SOUTH OF TRUNK HIGHWAY 252.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6467 ***********************************************************************
 DK6467  DESIGNATION -  2748 AE
 DK6467  PID         -  DK6467
 DK6467  STATE/COUNTY-  MN/HENNEPIN
 DK6467  COUNTRY     -  US
 DK6467  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6467
 DK6467                         *CURRENT SURVEY CONTROL
 DK6467  ______________________________________________________________________
 DK6467* NAD 83(1986) POSITION- 45 07 09.43   (N) 093 18 30.89   (W)   HD_HELD1  
 DK6467* NAVD 88 ORTHO HEIGHT -   270.176  (meters)     886.40  (feet) ADJUSTED  
 DK6467  ______________________________________________________________________
 DK6467  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DK6467  DYNAMIC HEIGHT  -        270.171 (meters)      886.39  (feet) COMP
 DK6467  MODELED GRAVITY -    980,591.2   (mgal)                       NAVD 88
 DK6467
 DK6467  VERT ORDER      -  SECOND    CLASS I
 DK6467
 DK6467.The horizontal coordinates were established by differentially corrected
 DK6467.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6467.
 DK6467.The orthometric height was determined by differential leveling and
 DK6467.adjusted in October 2008.
 DK6467
 DK6467.Photographs are available for this station.
 DK6467
 DK6467.The dynamic height is computed by dividing the NAVD 88
 DK6467.geopotential number by the normal gravity value computed on the
 DK6467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6467.degrees latitude (g = 980.6199 gals.).
 DK6467
 DK6467.The modeled gravity was interpolated from observed gravity values.
 DK6467
 DK6467;                    North         East    Units  Estimated Accuracy
 DK6467;SPC MN S     -   335,713.1     854,401.3     MT  (+/- 3 meters HH1 GPS) 
 DK6467
 DK6467                          SUPERSEDED SURVEY CONTROL
 DK6467
 DK6467.No superseded survey control is available for this station.
 DK6467
 DK6467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7572996248(NAD 83)
 DK6467
 DK6467_MARKER: DD = SURVEY DISK
 DK6467_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6467_SP_SET: BRIDGE RAILING
 DK6467_STAMPING: 2748 AE 1998
 DK6467_MARK LOGO: MNDT  
 DK6467_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6467+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 DK6467
 DK6467  HISTORY     - Date     Condition        Report By
 DK6467  HISTORY     - 1998     MONUMENTED       MNDT
 DK6467  HISTORY     - 20011106 GOOD             MNDT
 DK6467  HISTORY     - 20070725 GOOD             MNDT
 DK6467
 DK6467                          STATION DESCRIPTION
 DK6467
 DK6467'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6467'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6467'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6467'IN BROOKLYN PARK.  MARK IS SET IN BRIDGE RAILING AT SOUTHEAST CORNER
 DK6467'TRUNK HIGHWAY 610 BRIDGE NUMBER 27214 OFF RAMP, 14 FT (4.3 M) EAST OF
 DK6467'TRUNK HIGHWAY 252 SOUTH FROM TRUNK HIGHWAY 610 EAST, 2.1 FT (0.6 M)
 DK6467'NORTH OF THE SOUTHEAST CORNER OF END RAIL.
 DK6467
 DK6467                          STATION RECOVERY (2007)
 DK6467
 DK6467'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DK6467'THE MARK IS IN BROOKLYN PARK, IN RAILING AT SOUTHEAST CORNER OF BRIDGE
 DK6467'27214.
 DK6467' 
 DK6467'2.0 MI (43787.6 KM) EAST ALONG TRUNK HIGHWAY 610 EAST FROM THE
 DK6467'JUNCTION OF TRUNK HIGHWAY 610 EAST AND ZANE AVENUE NORTH, 0.4 MI (0.6
 DK6467'KM) EAST CONTINUE ON TRUNK HIGHWAY 252.
 DK6467' 
 DK6467'IT IS 14.0 FT (4.3 M) EAST OF TRUNK HIGHWAY 252 SOUTH FROM TRUNK
 DK6467'HIGHWAY 610 EAST, 2.1 FT (0.6 M) NORTH OF THE SOUTHEAST CORNER OF END
 DK6467'RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6464 ***********************************************************************
 DK6464  DESIGNATION -  2748 AF
 DK6464  PID         -  DK6464
 DK6464  STATE/COUNTY-  MN/HENNEPIN
 DK6464  COUNTRY     -  US
 DK6464  USGS QUAD   -  COON RAPIDS (1993)
 DK6464
 DK6464                         *CURRENT SURVEY CONTROL
 DK6464  ______________________________________________________________________
 DK6464* NAD 83(1986) POSITION- 45 07 40.61   (N) 093 17 58.29   (W)   HD_HELD1  
 DK6464* NAVD 88 ORTHO HEIGHT -   255.967  (meters)     839.79  (feet) ADJUSTED  
 DK6464  ______________________________________________________________________
 DK6464  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DK6464  DYNAMIC HEIGHT  -        255.963 (meters)      839.77  (feet) COMP
 DK6464  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 DK6464
 DK6464  VERT ORDER      -  SECOND    CLASS I
 DK6464
 DK6464.The horizontal coordinates were established by differentially corrected
 DK6464.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6464.
 DK6464.The orthometric height was determined by differential leveling and
 DK6464.adjusted in October 2008.
 DK6464
 DK6464.The dynamic height is computed by dividing the NAVD 88
 DK6464.geopotential number by the normal gravity value computed on the
 DK6464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6464.degrees latitude (g = 980.6199 gals.).
 DK6464
 DK6464.The modeled gravity was interpolated from observed gravity values.
 DK6464
 DK6464;                    North         East    Units  Estimated Accuracy
 DK6464;SPC MN S     -   336,681.6     855,105.5     MT  (+/- 3 meters HH1 GPS) 
 DK6464
 DK6464                          SUPERSEDED SURVEY CONTROL
 DK6464
 DK6464.No superseded survey control is available for this station.
 DK6464
 DK6464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7644597207(NAD 83)
 DK6464
 DK6464_MARKER: DD = SURVEY DISK
 DK6464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6464_SP_SET: BRIDGE RAIL
 DK6464_STAMPING: 2748 AF 2000
 DK6464_MARK LOGO: MNDT  
 DK6464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6464+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6464
 DK6464  HISTORY     - Date     Condition        Report By
 DK6464  HISTORY     - 2000     MONUMENTED       MNDT
 DK6464  HISTORY     - 20011106 GOOD             MNDT
 DK6464
 DK6464                          STATION DESCRIPTION
 DK6464
 DK6464'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6464'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6464'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 5.1 MI (8.2 KM) EAST OF OSSEO
 DK6464'IN BROOKLYN PARK, SET IN SOUTHEAST CORNER OF TRUNK HIGHWAY 610 BRIDGE
 DK6464'NUMBER 27252 OVER MISSISSIPPI RIVER.
 DK6464' 
 DK6464'TO REACH STATION FROM TRUNK HIGHWAY 610 MILEPOST 9.8, GO 32 FT (9.8 M)
 DK6464'EAST OF EASTBOUND TRUNK HIGHWAY 610, 20.3 FT (6.2 M) NORTHWEST OF NEW
 DK6464'CORNER OF MISSISSIPPI RIVER, 7 FT (2.1 M) WEST OF SIDEWALK, SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6471 ***********************************************************************
 DK6471  DESIGNATION -  2748 AG
 DK6471  PID         -  DK6471
 DK6471  STATE/COUNTY-  MN/HENNEPIN
 DK6471  COUNTRY     -  US
 DK6471  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6471
 DK6471                         *CURRENT SURVEY CONTROL
 DK6471  ______________________________________________________________________
 DK6471* NAD 83(1986) POSITION- 45 07 19.56   (N) 093 18 24.80   (W)   HD_HELD1  
 DK6471* NAVD 88 ORTHO HEIGHT -   270.942  (meters)     888.92  (feet) ADJUSTED  
 DK6471  ______________________________________________________________________
 DK6471  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DK6471  DYNAMIC HEIGHT  -        270.937 (meters)      888.90  (feet) COMP
 DK6471  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 DK6471
 DK6471  VERT ORDER      -  SECOND    CLASS I
 DK6471
 DK6471.The horizontal coordinates were established by differentially corrected
 DK6471.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6471.
 DK6471.The orthometric height was determined by differential leveling and
 DK6471.adjusted in October 2008.
 DK6471
 DK6471.No vertical observational check was made to the station.
 DK6471
 DK6471.Photographs are available for this station.
 DK6471
 DK6471.The dynamic height is computed by dividing the NAVD 88
 DK6471.geopotential number by the normal gravity value computed on the
 DK6471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6471.degrees latitude (g = 980.6199 gals.).
 DK6471
 DK6471.The modeled gravity was interpolated from observed gravity values.
 DK6471
 DK6471;                    North         East    Units  Estimated Accuracy
 DK6471;SPC MN S     -   336,026.9     854,531.7     MT  (+/- 3 meters HH1 GPS) 
 DK6471
 DK6471                          SUPERSEDED SURVEY CONTROL
 DK6471
 DK6471.No superseded survey control is available for this station.
 DK6471
 DK6471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7586396560(NAD 83)
 DK6471
 DK6471_MARKER: DD = SURVEY DISK
 DK6471_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6471_SP_SET: BRIDGE RAILING
 DK6471_STAMPING: 2748 AG 1998
 DK6471_MARK LOGO: MNDT  
 DK6471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6471+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DK6471
 DK6471  HISTORY     - Date     Condition        Report By
 DK6471  HISTORY     - 1998     MONUMENTED       MNDT
 DK6471  HISTORY     - 19981106 GOOD             MNDT
 DK6471  HISTORY     - 20051005 GOOD             MNDT
 DK6471
 DK6471                          STATION DESCRIPTION
 DK6471
 DK6471'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DK6471'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF ANOKA, 6.4 MI
 DK6471'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 4.7 MI (7.6 KM) EAST OF OSSEO
 DK6471'IN BROOKLYN PARK, AT THE JUNCTION OF TRUNK HIGHWAY 252 SOUTHBOUND,
 DK6471'MARK IS SET IN BRIDGE RAIL AT SOUTHEAST CORNER OF SOUTHBOUND TRUNK
 DK6471'HIGHWAY 252 BRIDGE NUMBER 27218 OVER WESTBOUND TRUNK HIGHWAY 610, 23
 DK6471'FT (7.0 M) EAST OF TRUNK HIGHWAY 252 SOUTH, 21.4 FT (6.5 M) NORTH OF
 DK6471'THE SOUTHEAST CORNER END OF BRIDGE, MARK IS SET FLUSH, NOT MAGNETIC.
 DK6471
 DK6471                          STATION RECOVERY (2005)
 DK6471
 DK6471'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DK6471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0616 ***********************************************************************
 QO0616  DESIGNATION -  2748 C
 QO0616  PID         -  QO0616
 QO0616  STATE/COUNTY-  MN/HENNEPIN
 QO0616  COUNTRY     -  US
 QO0616  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0616
 QO0616                         *CURRENT SURVEY CONTROL
 QO0616  ______________________________________________________________________
 QO0616* NAD 83(1986) POSITION- 45 06 31.     (N) 093 17 24.     (W)   SCALED    
 QO0616* NAVD 88 ORTHO HEIGHT -   259.528  (meters)     851.47  (feet) ADJUSTED  
 QO0616  ______________________________________________________________________
 QO0616  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 QO0616  DYNAMIC HEIGHT  -        259.525 (meters)      851.46  (feet) COMP
 QO0616  MODELED GRAVITY -    980,597.9   (mgal)                       NAVD 88
 QO0616
 QO0616  VERT ORDER      -  SECOND    CLASS 0
 QO0616
 QO0616.The horizontal coordinates were scaled from a topographic map and have
 QO0616.an estimated accuracy of +/- 6 seconds.
 QO0616.
 QO0616.The orthometric height was determined by differential leveling and
 QO0616.adjusted in June 1991.
 QO0616
 QO0616.The dynamic height is computed by dividing the NAVD 88
 QO0616.geopotential number by the normal gravity value computed on the
 QO0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0616.degrees latitude (g = 980.6199 gals.).
 QO0616
 QO0616.The modeled gravity was interpolated from observed gravity values.
 QO0616
 QO0616;                    North         East    Units  Estimated Accuracy
 QO0616;SPC MN S     -   334,540.      855,870.      MT  (+/- 180 meters Scaled)
 QO0616
 QO0616                          SUPERSEDED SURVEY CONTROL
 QO0616
 QO0616  NGVD 29 (??/??/92)  259.462  (m)          851.25   (f) ADJ UNCH    2 0
 QO0616
 QO0616.Superseded values are not recommended for survey control.
 QO0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0616.See file dsdata.txt to determine how the superseded data were derived.
 QO0616
 QO0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771950(NAD 83)
 QO0616
 QO0616_MARKER: DB = BENCH MARK DISK
 QO0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0616_SP_SET: CONCRETE POST
 QO0616_STAMPING: 2748 C 1969
 QO0616_MARK LOGO: MNHD  
 QO0616_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0616+STABILITY: SURFACE MOTION
 QO0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0616+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 QO0616
 QO0616  HISTORY     - Date     Condition        Report By
 QO0616  HISTORY     - 1969     MONUMENTED       MNHD
 QO0616  HISTORY     - 1980     GOOD             MNDT
 QO0616  HISTORY     - 19871005 GOOD             MNDT
 QO0616  HISTORY     - 19920618 GOOD             MNDT
 QO0616  HISTORY     - 20070725 MARK NOT FOUND   MNDT
 QO0616
 QO0616                          STATION DESCRIPTION
 QO0616
 QO0616'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0616'IN BROOKLYN PARK.
 QO0616'AT THE 1/4 CORNER OF SECTIONS 13 AND 24 IN THE SOUTHWEST CORNER OF THE
 QO0616'INTERSECTION OF CO. RD. NO. 109 AND T.H. 169 APPROX. 50 FT. SOUTH OF
 QO0616'CO RD 1099 47 FT. W.S.W. OF THE CENTERLINE OF T.H. 169 56 FT. EAST OF
 QO0616'A 30 IN. MAPLE 13 FT. SOUTH OF A 24 IN. OAK 16 FT. NORTH OF A 36 IN.
 QO0616'OAK 61 FT. E.S.E. OF THE OUTL OF A 18 IN. CMP CUL. UNDER CO. RD. 109.
 QO0616'SECTION 24, T 119N, R 21W.
 QO0616
 QO0616                          STATION RECOVERY (1980)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0616'RECOVERED IN GOOD CONDITION.
 QO0616
 QO0616                          STATION RECOVERY (1987)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0616'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 3.0 MI (4.8 KM)
 QO0616'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO0616'HIGHWAY 694 IN BROOKLYN CENTER TO ITS JUNCTION WITH 85TH AVENUE
 QO0616'NORTH, THENCE EAST ALONG 85TH AVENUE FOR 0.5 MI (0.8 KM) TO WEST
 QO0616'RIVER ROAD, IN THE NE 1/4 OF SECTION 24, T119N, R21W.  THE MARK IS 61
 QO0616'FT (18.6 M) EAST-SOUTHEAST OF THE OUTLET OF A 18 INCH CORRUGATED
 QO0616'METAL PIPE UNDER 85TH AVENUE, 47 FT (14.3 M) WEST-SOUTHWEST OF WEST
 QO0616'RIVER ROAD, 56 FT (17.1 M) EAST OF A 30 INCH MAPLE TREE, AND ABOUT
 QO0616'50 FT (15.2 M) SOUTH OF 85TH AVENUE.  THE MARK, A STANDARD MNHD
 QO0616'BENCH MARK DISK STAMPED---2748 C 1969---, IS SET IN THE TOP OF A
 QO0616'CONCRETE POST (MAGNETIC) AND IS 3 INCHES BELOW THE SURFACE OF THE
 QO0616'GROUND.  THERE IS NO WITNESS POST
 QO0616
 QO0616                          STATION RECOVERY (1992)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0616'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0616'THE MARK IS LOCATED IN BROOKLYN CENTER IN THE NW 1/4 OF SECTION 24,
 QO0616'T119N, R21W, SW OF THE JCT OF CO RD 109 (85TH AVE NORTH) AND WEST
 QO0616'RIVER RD.  THE MARK, A DISK SET IN A CONC MON, IS 47 FT (14.3 M) WSW
 QO0616'OF WEST RIVER RD, 56 FT (17.1 M) EAST OF A MAPLE TREE, 16 FT (4.9 M)
 QO0616'NORTH OF AN OAK TREE, AND 12.7 FT (3.9 M) SW OF A FIRE HYDRANT.
 QO0616
 QO0616                          STATION RECOVERY (2007)
 QO0616
 QO0616'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0616'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0617 ***********************************************************************
 QO0617  DESIGNATION -  2748 D
 QO0617  PID         -  QO0617
 QO0617  STATE/COUNTY-  MN/HENNEPIN
 QO0617  COUNTRY     -  US
 QO0617  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0617
 QO0617                         *CURRENT SURVEY CONTROL
 QO0617  ______________________________________________________________________
 QO0617* NAD 83(1986) POSITION- 45 07 23.     (N) 093 17 56.     (W)   SCALED    
 QO0617* NAVD 88 ORTHO HEIGHT -   256.507  (meters)     841.56  (feet) ADJUSTED  
 QO0617  ______________________________________________________________________
 QO0617  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 QO0617  DYNAMIC HEIGHT  -        256.503 (meters)      841.54  (feet) COMP
 QO0617  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 QO0617
 QO0617  VERT ORDER      -  SECOND    CLASS I
 QO0617
 QO0617.The horizontal coordinates were scaled from a topographic map and have
 QO0617.an estimated accuracy of +/- 6 seconds.
 QO0617.
 QO0617.The orthometric height was determined by differential leveling and
 QO0617.adjusted in October 1999.
 QO0617
 QO0617.Photographs are available for this station.
 QO0617
 QO0617.The dynamic height is computed by dividing the NAVD 88
 QO0617.geopotential number by the normal gravity value computed on the
 QO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0617.degrees latitude (g = 980.6199 gals.).
 QO0617
 QO0617.The modeled gravity was interpolated from observed gravity values.
 QO0617
 QO0617;                    North         East    Units  Estimated Accuracy
 QO0617;SPC MN S     -   336,140.      855,160.      MT  (+/- 180 meters Scaled)
 QO0617
 QO0617                          SUPERSEDED SURVEY CONTROL
 QO0617
 QO0617  NAVD 88 (06/15/91)  256.504  (m)          841.55   (f) SUPERSEDED  2 0
 QO0617  NGVD 29 (??/??/92)  256.434  (m)          841.32   (f) ADJ UNCH    2 0
 QO0617
 QO0617.Superseded values are not recommended for survey control.
 QO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0617.See file dsdata.txt to determine how the superseded data were derived.
 QO0617
 QO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK764966(NAD 83)
 QO0617
 QO0617_MARKER: DB = BENCH MARK DISK
 QO0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0617_SP_SET: CONCRETE POST
 QO0617_STAMPING: 2748 D 1969
 QO0617_MARK LOGO: MNHD  
 QO0617_PROJECTION: RECESSED 8 CENTIMETERS
 QO0617_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0617+STABILITY: SURFACE MOTION
 QO0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0617+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 QO0617
 QO0617  HISTORY     - Date     Condition        Report By
 QO0617  HISTORY     - 1969     MONUMENTED       MNHD
 QO0617  HISTORY     - 1980     GOOD             MNDT
 QO0617  HISTORY     - 19871011 GOOD             MNDT
 QO0617  HISTORY     - 19871012 GOOD             MNDT
 QO0617  HISTORY     - 19920618 GOOD             MNDT
 QO0617  HISTORY     - 20070725 GOOD             MNDT
 QO0617
 QO0617                          STATION DESCRIPTION
 QO0617
 QO0617'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0617'IN BROOKLYN PARK.
 QO0617'AT THE SOUTHWEST CORNER OF SEC. 12 AT THE NORTHWEST CORNER OF THE
 QO0617'INTERSECTION OF CO. RD. 30 AND T.H. 169 IN THE FRONT OF THE RIVERVIEW
 QO0617'ELEMENTARY SCHOOL 8 FT. SOUTH OF THE FLAG POLE 40 FT. NORTH OF THE
 QO0617'CENTERLINE OF CO. RD. 30 33 FT. NORTHWEST OF N.W. COR. OF CONC. HDWL.
 QO0617'FOR STORM PIPE OUTL. 86 FT. SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 QO0617'SCHOOL 54 FT. SOUTH OF THE CURB IN FRONT OF SCHOOL 38 FT. NORTHWEST OF
 QO0617'A POWERPOLE WITH UNDERGROUND POWER LEADING TO SCHOOL SECTION 12, T 119
 QO0617'N, R 21 W.
 QO0617
 QO0617                          STATION RECOVERY (1980)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0617'TRUNK HIGHWAY 169 IS NOW TRUNK HIGHWAY 252. IT IS AT (OLD TRUNK
 QO0617'HIGHWAY 169) MILEPOINT 140.05.
 QO0617
 QO0617                          STATION RECOVERY (1987)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0617'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, 4.1 MI (6.6 KM)
 QO0617'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO0617'HIGHWAY 694 TO 93RD AVENUE NORTH, THENCE EAST ON 93RD AVENUE NORTH
 QO0617'FOR 0.25 MI (0.40 KM) TO THE MARK, IN THE SW 1/4 OF SECTION 12,
 QO0617'T119N, R21W.  THE MARK IS IN FRONT OF RIVERVIEW ELEMENTARY SCHOOL, 40
 QO0617'FT (12.2 M) NORTH OF 93RD AVENUE NORTH, 8 FT (2.4 M) SOUTH OF A
 QO0617'FLAGPOLE, 86 FT (26.2 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 QO0617'SCHOOL, AND 1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QO0617'STANDARD MNHD BENCH MARK DISK STAMPED---2748 D 1969---, IS SET IN THE
 QO0617'TOP OF A PRECAST CONCRETE MONUMENT THAT IS BURIED 3 INCHES BELOW THE
 QO0617'GROUND.  STEEL IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 QO0617
 QO0617                          STATION RECOVERY (1987)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0617'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.35 MI (0.56 KM)
 QO0617'SOUTH ALONG TRUNK HIGHWAY 610 FROM ITS CROSSING OVER WEST RIVER ROAD
 QO0617'(SOUTH OF THE HIGHWAY 610 BRIDGE OVER THE MISSISSIPPI RIVER) TO ITS
 QO0617'JUNCTION WITH 93RD AVENUE NORTH (AND TRUNK HIGHWAY 252), THENCE 0.25
 QO0617'MI (0.40 KM) EAST ALONG 93RD AVENUE, AND IN THE NE 1/4 OF SECTION 11,
 QO0617'T119N, R21W.  IT IS LOCATED IN FRONT OF THE RIVERVIEW ELEMENTARY
 QO0617'SCHOOL, 40 FT (12.2 M) NORTH OF 93RD AVENUE, 86 FT (26.2 M)
 QO0617'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 8 FT (2.4 M) SOUTH
 QO0617'OF A FLAGPOLE, AND 1 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  THE
 QO0617'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---2748 D 1969---, IS
 QO0617'SET IN THE TOP OF A CONCRETE POST (MAGNETIC) AND IS 3 INCHES BELOW
 QO0617'THE SURFACE OF THE GROUND.
 QO0617
 QO0617                          STATION RECOVERY (1992)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0617'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPION FOLLOWS.
 QO0617'THE MARK IS LOCATED IN BROOKLYN PARK IN THE SW 1/4 OF SECTION 12,
 QO0617'T119N, R21W, AT THE RIVERVIEW ELEMENTARY SCHOOL.  THE MARK, A DISK SET
 QO0617'IN A CONC MON, IS NW OF THE JCT OF CO RD 30 (93RD AVE NORTH) AND WEST
 QO0617'RIVER RD, 40 FT (12.2 M) NORTH OF CO RD 30, 86 FT (26.2 M) SW OF THE
 QO0617'SW COR OF THE SCHOOL, 33 FT (10.1 M) NW OF THE NW COR OF A CONC
 QO0617'HEADWALL OF A STORM PIPE OUTLET, 54 FT (16.5 M) SOUTH OF A CURB, 38 FT
 QO0617'(11.6 M) NW OF A P-POLE, AND 1.0 FT (0.3 M) SOUTH OF A WIT POST.
 QO0617
 QO0617                          STATION RECOVERY (2007)
 QO0617
 QO0617'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0617'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF ANOKA, 6.2 MI
 QO0617'(10.0 KM) NORTHWEST OF NEW BRIGHTON AND 5.1 MI (8.2 KM) EAST OF OSSEO.
 QO0617'TO REACH TO THE MARK IN BROOKLYN PARK, NORTHWEST OF THE JUNCTION OF
 QO0617'COUNTY ROAD 30 AND WEST RIVER ROAD (OLD TRUNK HIGHWAY 169), AT
 QO0617'RIVERVIEW ELEMENTARY SCHOOL, GO 40 FT (12.2 M) NORTH OF COUNTY ROAD
 QO0617'30, AND THEN GO 86 FT (26.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 QO0617'SCHOOL, 33 FT (10.1 M) NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE
 QO0617'HEADWALL OF STORM PIPE OUTLET, 54 FT (16.5 M) SOUTH OF CURB IN FRONT
 QO0617'OF SCHOOL, 38 FT (11.6 M) NORTHWEST OF POWER POLE WITH UNDERGROUND
 QO0617'POWER TO SCHOOL, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0618 ***********************************************************************
 QO0618  DESIGNATION -  2748 E
 QO0618  PID         -  QO0618
 QO0618  STATE/COUNTY-  MN/HENNEPIN
 QO0618  COUNTRY     -  US
 QO0618  USGS QUAD   -  COON RAPIDS (1993)
 QO0618
 QO0618                         *CURRENT SURVEY CONTROL
 QO0618  ______________________________________________________________________
 QO0618* NAD 83(1986) POSITION- 45 07 49.     (N) 093 18 28.     (W)   SCALED    
 QO0618* NAVD 88 ORTHO HEIGHT -   261.675  (meters)     858.51  (feet) ADJUSTED  
 QO0618  ______________________________________________________________________
 QO0618  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0618  DYNAMIC HEIGHT  -        261.670 (meters)      858.50  (feet) COMP
 QO0618  MODELED GRAVITY -    980,587.5   (mgal)                       NAVD 88
 QO0618
 QO0618  VERT ORDER      -  SECOND    CLASS I
 QO0618
 QO0618.The horizontal coordinates were scaled from a topographic map and have
 QO0618.an estimated accuracy of +/- 6 seconds.
 QO0618.
 QO0618.The orthometric height was determined by differential leveling and
 QO0618.adjusted in June 1991.
 QO0618
 QO0618.The dynamic height is computed by dividing the NAVD 88
 QO0618.geopotential number by the normal gravity value computed on the
 QO0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0618.degrees latitude (g = 980.6199 gals.).
 QO0618
 QO0618.The modeled gravity was interpolated from observed gravity values.
 QO0618
 QO0618;                    North         East    Units  Estimated Accuracy
 QO0618;SPC MN S     -   336,940.      854,450.      MT  (+/- 180 meters Scaled)
 QO0618
 QO0618                          SUPERSEDED SURVEY CONTROL
 QO0618
 QO0618  NGVD 29 (??/??/92)  261.603  (m)          858.28   (f) ADJ UNCH    2 0
 QO0618
 QO0618.Superseded values are not recommended for survey control.
 QO0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0618.See file dsdata.txt to determine how the superseded data were derived.
 QO0618
 QO0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK757974(NAD 83)
 QO0618
 QO0618_MARKER: DB = BENCH MARK DISK
 QO0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0618_SP_SET: CONCRETE POST
 QO0618_STAMPING: 2748 E 1969
 QO0618_MARK LOGO: MNHD  
 QO0618_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0618+STABILITY: SURFACE MOTION
 QO0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0618+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 QO0618
 QO0618  HISTORY     - Date     Condition        Report By
 QO0618  HISTORY     - 1969     MONUMENTED       MNHD
 QO0618  HISTORY     - 1980     GOOD             MNDT
 QO0618  HISTORY     - 19871011 GOOD             MNDT
 QO0618  HISTORY     - 19871012 GOOD             MNDT
 QO0618  HISTORY     - 19920618 GOOD             MNDT
 QO0618  HISTORY     - 20011106 GOOD             MNDT
 QO0618  HISTORY     - 20070725 MARK NOT FOUND   MNDT
 QO0618
 QO0618                          STATION DESCRIPTION
 QO0618
 QO0618'DESCRIBED BY MN HIGHWAY DEPT 1969
 QO0618'IN BROOKLYN PARK.
 QO0618'0.1 MILE EAST OF THE CENTER OF SEC. 11 IN THE NORTHWEST CORNER OF THE
 QO0618'INTERSECTION OF 97TH AVE N. AND T.H. 169 51 FT. WEST OF T.H. 169 34
 QO0618'FT. NORTH OF 97TH AVE N. 89 FT. NORTHEAST OF POWERPOLE 15 FT. SOUTH OF
 QO0618'A 10 IN. OAK 8 FT. NORTH OF A 12 IN. OAK (LEANING AT A 70 DEGREE ANGLE
 QO0618'TO THE EAST) SECTION 11, T 119 N, R 21 W.
 QO0618
 QO0618                          STATION RECOVERY (1980)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0618'RECOVERED IN GOOD CONDITION.
 QO0618
 QO0618                          STATION RECOVERY (1987)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0618'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, 4.1 MI (6.6 KM)
 QO0618'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO0618'HIGHWAY 694 TO 93RD AVENUE NORTH, THENCE EAST ON 93RD AVENUE NORTH
 QO0618'FOR 0.3 MI (0.5 KM) TO WEST RIVER ROAD, THENCE NORTHWEST ON WEST
 QO0618'RIVER ROAD FOR 0.75 MI (1.21 KM) TO 97TH AVENUE NORTH AND THE MARK,
 QO0618'IN THE EAST HALF OF SECTION 11, T119N, R21W.  THE MARK IS IN THE
 QO0618'NORTHWEST CORNER OF THE INTERSECTION OF 97TH AVENUE NORTH AND WEST
 QO0618'RIVER ROAD, 51 FT (15.5 M) WEST OF WEST RIVER ROAD, 89 FT (27.1 M)
 QO0618'NORTH OF 97TH AVENUE NORTH, 15 FT (4.6 M) SOUTH OF A 12 INCH OAK
 QO0618'TREE, 8 FT (2.4 M) NORTH OF A 12 INCH OAK TREE (LEANING TO THE EAST)
 QO0618', AND 1 FT (0.3 M) EAST OF A STEEL WITNESS POST.  THE MARK, A
 QO0618'STANDARD MNHD BENCH MARK DISK STAMPED---2748 E 1969---, IS SET IN THE
 QO0618'TOP OF A PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 QO0618'STEEL ROD IN THE MONUMENT MAKES THE MARK MAGNETIC.
 QO0618
 QO0618                          STATION RECOVERY (1987)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0618'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.35 MI (0.56 KM)
 QO0618'SOUTH ALONG TRUNK HIGHWAY 610 FROM ITS CROSSING OVER WEST RIVER ROAD
 QO0618'(SOUTH OF THE HIGHWAY 610 BRIDGE OVER THE MISSISSIPPI RIVER) TO ITS
 QO0618'JUNCTION WITH 93RD AVENUE NORTH (AND TRUNK HIGHWAY 252), THENCE 0.3
 QO0618'MI (0.5 KM) EAST ALONG 93RD AVENUE TO WEST RIVER ROAD, THENCE 0.75 MI
 QO0618'(1.21 KM) NORTH ALONG WEST RIVER ROAD TO ITS JUNCTION WITH 97TH
 QO0618'AVENUE NORTH, IN THE NORTHWEST QUADRANT OF THE INTERSECTION, AND IN
 QO0618'THE NE 1/4 OF SECTION 11, T119N, R21W.  THE MARK IS 51 FT (15.5 M)
 QO0618'WEST OF WEST RIVER ROAD, 89 FT (27.1 M) NORTH OF 97TH AVENUE, 15 FT
 QO0618'(4.6 M) SOUTH OF A 12 INCH OAK TREE, 8 FT (2.4 M) NORTH OF A 12
 QO0618'INCH OAK TREE (LEANING TO THE EAST), AND 1 FT (0.3 M) EAST OF A
 QO0618'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0618'STAMPED---2748 E 1969---, IS SET IN THE TOP OF A CONCRETE POST
 QO0618'(MAGNETIC) AND IS FLUSH WITH THE GROUND.
 QO0618
 QO0618                          STATION RECOVERY (1992)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO0618'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO0618'THE MARK IS LOCATED IN BROOKLYN PARK IN THE EAST HALF OF SECTION 11,
 QO0618'T119N, R21W, NW OF THE JCT OF 97TH AVE NORTH AND WEST RIVER RD.  THE
 QO0618'MARK, A DISK SET IN A CONC MON, IS 41.0 FT (12.5 M) NORTH OF 97TH AVE
 QO0618'NORTH, 90.5 FT (27.6 M) EAST OF NEWTON AVE NORTH EXTENDED, 106.0 FT
 QO0618'(32.3 M) NE OF A LIGHT POLE, AND 1.0 FT (0.3 M) ENE OF A WIT POST.
 QO0618
 QO0618                          STATION RECOVERY (2001)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO0618'RECOVERED AS DESCRIBED.
 QO0618
 QO0618                          STATION RECOVERY (2007)
 QO0618
 QO0618'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0618'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0620 ***********************************************************************
 QO0620  DESIGNATION -  2748 F
 QO0620  PID         -  QO0620
 QO0620  STATE/COUNTY-  MN/HENNEPIN
 QO0620  COUNTRY     -  US
 QO0620  USGS QUAD   -  COON RAPIDS (1993)
 QO0620
 QO0620                         *CURRENT SURVEY CONTROL
 QO0620  ______________________________________________________________________
 QO0620* NAD 83(1986) POSITION- 45 09 12.     (N) 093 20 25.     (W)   SCALED    
 QO0620* NAVD 88 ORTHO HEIGHT -   261.972  (meters)     859.49  (feet) ADJUSTED  
 QO0620  ______________________________________________________________________
 QO0620  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO0620  DYNAMIC HEIGHT  -        261.962 (meters)      859.45  (feet) COMP
 QO0620  MODELED GRAVITY -    980,569.4   (mgal)                       NAVD 88
 QO0620
 QO0620  VERT ORDER      -  SECOND    CLASS 0
 QO0620
 QO0620.The horizontal coordinates were scaled from a topographic map and have
 QO0620.an estimated accuracy of +/- 6 seconds.
 QO0620.
 QO0620.The orthometric height was determined by differential leveling and
 QO0620.adjusted in June 1991.
 QO0620
 QO0620.The dynamic height is computed by dividing the NAVD 88
 QO0620.geopotential number by the normal gravity value computed on the
 QO0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0620.degrees latitude (g = 980.6199 gals.).
 QO0620
 QO0620.The modeled gravity was interpolated from observed gravity values.
 QO0620
 QO0620;                    North         East    Units  Estimated Accuracy
 QO0620;SPC MN S     -   339,480.      851,880.      MT  (+/- 180 meters Scaled)
 QO0620
 QO0620                          SUPERSEDED SURVEY CONTROL
 QO0620
 QO0620  NGVD 29 (??/??/92)  261.889  (m)          859.21   (f) ADJ UNCH    2 0
 QO0620
 QO0620.Superseded values are not recommended for survey control.
 QO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0620.See file dsdata.txt to determine how the superseded data were derived.
 QO0620
 QO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL732000(NAD 83)
 QO0620
 QO0620_MARKER: DD = SURVEY DISK
 QO0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0620_STAMPING: 2748 F 1969
 QO0620_MARK LOGO: MNHD  
 QO0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0620+STABILITY: SURFACE MOTION
 QO0620
 QO0620  HISTORY     - Date     Condition        Report By
 QO0620  HISTORY     - 1969     MONUMENTED       MNDT
 QO0620  HISTORY     - 1980     GOOD             USGS
 QO0620  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 QO0620  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO0620
 QO0620                          STATION DESCRIPTION
 QO0620
 QO0620'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0620'IN CHAMPLIN.
 QO0620'AT THE SOUTHEAST CORNER OF SECTION 33 IN THE NORTHWEST CORNER OF T.H.
 QO0620'169 AND NOBLE AVE N IN THE YARD BELONGING TO THE CHAMPLIN TOWN HALL 35
 QO0620'FT. N.E. OF THE CENTERLINE OF T.H. 169 4 FT. N.E. OF FENCE LINE 19 FT.
 QO0620'WEST OF 24 IN. OAK 52 FT. S.E. OF S.E. COR OF CHAMPLIN TOWN HALL 78
 QO0620'FT. N.W. OF TELEPHONE POWER POLE 46 FT. EAST OF TELEPHONE POWER POLE
 QO0620'53 FT. N.W. OF FENCE CORNER SECTION 33, T 120 N, R 21 W.
 QO0620
 QO0620                          STATION RECOVERY (1980)
 QO0620
 QO0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QO0620'RECOVERED IN GOOD CONDITION.
 QO0620
 QO0620                          STATION RECOVERY (2003)
 QO0620
 QO0620'RECOVERY NOTE BY US POWER SQUADRON 2003 (ART)
 QO0620'BUILDING IS NOW  SCHOOL MAINTAINED BY HISTORICAL SOCIETY, BUT STATED
 QO0620'TO BE IN SAME LOCATION AS CITY HALL, OAK TREE AND FENCE LINE APPEAR TO
 QO0620'BE AS DESCRIBE, TOOK RELEVANT DISTANCE MEASUREMENTS BUT UNABLE TO
 QO0620'LOCATE MARKER, MAYBE BELOW GRADE
 QO0620
 QO0620                          STATION RECOVERY (2007)
 QO0620
 QO0620'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0620'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0621 ***********************************************************************
 QO0621  DESIGNATION -  2748 G
 QO0621  PID         -  QO0621
 QO0621  STATE/COUNTY-  MN/HENNEPIN
 QO0621  COUNTRY     -  US
 QO0621  USGS QUAD   -  COON RAPIDS (1993)
 QO0621
 QO0621                         *CURRENT SURVEY CONTROL
 QO0621  ______________________________________________________________________
 QO0621* NAD 83(1986) POSITION- 45 10 12.     (N) 093 21 39.     (W)   SCALED    
 QO0621* NAVD 88 ORTHO HEIGHT -   262.869  (meters)     862.43  (feet) ADJUSTED  
 QO0621  ______________________________________________________________________
 QO0621  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 QO0621  DYNAMIC HEIGHT  -        262.855 (meters)      862.38  (feet) COMP
 QO0621  MODELED GRAVITY -    980,556.9   (mgal)                       NAVD 88
 QO0621
 QO0621  VERT ORDER      -  SECOND    CLASS 0
 QO0621
 QO0621.The horizontal coordinates were scaled from a topographic map and have
 QO0621.an estimated accuracy of +/- 6 seconds.
 QO0621.
 QO0621.The orthometric height was determined by differential leveling and
 QO0621.adjusted in June 1991.
 QO0621
 QO0621.The dynamic height is computed by dividing the NAVD 88
 QO0621.geopotential number by the normal gravity value computed on the
 QO0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0621.degrees latitude (g = 980.6199 gals.).
 QO0621
 QO0621.The modeled gravity was interpolated from observed gravity values.
 QO0621
 QO0621;                    North         East    Units  Estimated Accuracy
 QO0621;SPC MN S     -   341,320.      850,250.      MT  (+/- 180 meters Scaled)
 QO0621
 QO0621                          SUPERSEDED SURVEY CONTROL
 QO0621
 QO0621  NGVD 29 (??/??/92)  262.778  (m)          862.13   (f) ADJ UNCH    2 0
 QO0621
 QO0621.Superseded values are not recommended for survey control.
 QO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0621.See file dsdata.txt to determine how the superseded data were derived.
 QO0621
 QO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL716018(NAD 83)
 QO0621
 QO0621_MARKER: DD = SURVEY DISK
 QO0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0621_STAMPING: 2748 G 1969
 QO0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0621+STABILITY: SURFACE MOTION
 QO0621
 QO0621  HISTORY     - Date     Condition        Report By
 QO0621  HISTORY     - 1969     MONUMENTED       MNDT
 QO0621  HISTORY     - 1980     GOOD             USGS
 QO0621
 QO0621                          STATION DESCRIPTION
 QO0621
 QO0621'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0621'1 MI SE FROM CHAMPLIN.
 QO0621'.2 MILE NORTH OF THE SOUTHEAST CORNER OF SECTION 29 APPROX. 150 FT.
 QO0621'SOUTH OF INTERSECTION OF T.H. 169 AND CO. RD. 14 IN THE SOUTHWEST
 QO0621'CORNER OF CO. RD. 14 AND T RD. WEST AT THE INTERSECTION OF THE LOT
 QO0621'LINE AND THE NORTH SIDE OF SMALL HOUSE PROJECTED EAST.  35 FT. WEST OF
 QO0621'CO. RD. 14 81 FT. EAST OF THE N.E. CORNER OF HOUSE (1 1/2 ST. FRAME)
 QO0621'45 FT. SOUTH OF N.E. LOT PIN 13 FT. SOUTH OF P.K. NAIL IN 12 IN. OAK
 QO0621'20 FT. NORTH OF P.K. NAIL IN 12 IN. OAK 4 IN. BELOW GROUND SECTION 29,
 QO0621'T 120 N, R 21 W.
 QO0621
 QO0621                          STATION RECOVERY (1980)
 QO0621
 QO0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QO0621'TRUNK HIGHWAY 169 IS NOW TRUNK HIGHWAY 252.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0623 ***********************************************************************
 QO0623  DESIGNATION -  2748 H RESET
 QO0623  PID         -  QO0623
 QO0623  STATE/COUNTY-  MN/HENNEPIN
 QO0623  COUNTRY     -  US
 QO0623  USGS QUAD   -  COON RAPIDS (1993)
 QO0623
 QO0623                         *CURRENT SURVEY CONTROL
 QO0623  ______________________________________________________________________
 QO0623* NAD 83(1986) POSITION- 45 10 54.     (N) 093 17 11.     (W)   SCALED    
 QO0623* NAVD 88 ORTHO HEIGHT -   259.72   (meters)     852.1   (feet) RESET     
 QO0623  ______________________________________________________________________
 QO0623  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 QO0623  VERT ORDER      -  THIRD
 QO0623
 QO0623.The horizontal coordinates were scaled from a topographic map and have
 QO0623.an estimated accuracy of +/- 6 seconds.
 QO0623.
 QO0623.The orthometric height was computed from unverified reset data.
 QO0623
 QO0623.No vertical observational check was made to the station.
 QO0623
 QO0623;                    North         East    Units  Estimated Accuracy
 QO0623;SPC MN S     -   342,660.      856,090.      MT  (+/- 180 meters Scaled)
 QO0623
 QO0623                          SUPERSEDED SURVEY CONTROL
 QO0623
 QO0623  NGVD 29 (04/14/03)  259.62   (m)          851.8    (f) RESET       3  
 QO0623
 QO0623.Superseded values are not recommended for survey control.
 QO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0623.See file dsdata.txt to determine how the superseded data were derived.
 QO0623
 QO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL774031(NAD 83)
 QO0623
 QO0623_MARKER: DD = SURVEY DISK
 QO0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO0623_STAMPING: 2748 H RESET 1973
 QO0623_MARK LOGO: MNHD  
 QO0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0623+STABILITY: SURFACE MOTION
 QO0623
 QO0623  HISTORY     - Date     Condition        Report By
 QO0623  HISTORY     - 1973     MONUMENTED       MNDT
 QO0623  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO0623
 QO0623                          STATION DESCRIPTION
 QO0623
 QO0623'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO0623'IN CHAMPLIN.
 QO0623'MARK IS LOCATED AT CHAMPLIN, 0.65 MILES SOUTHEAST ALONG T.H. 169 FROM
 QO0623'THE JUNCTION OF T.H. 169 AND T.H. 52, AND 0.1 MILES NORTHEAST OF THE
 QO0623'JUNCTION OF T.H. 169 AND COUNTY ROAD 103 (CHAMPLIN ROAD).  IT IS 30
 QO0623'FEET SOUTHEAST OF THE RANGE LINE OF SHERWOOD STREET, 77 FEET NORTHWEST
 QO0623'OF THE DRIVEWAY TO HOUSE NO. 904, 14 FEET NORTHWEST OF AN EVERGREEN
 QO0623'TREE, 4 FEET WEST OF POWER POLE NO. 173.  IT IS 1 FOOT LOWER THAN T.H.
 QO0623'169, 1 FOOT WEST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 QO0623'(MAGNETIC) MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 30, T
 QO0623'120, R 21.
 QO0623
 QO0623                          STATION RECOVERY (2007)
 QO0623
 QO0623'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0623'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2475 ***********************************************************************
 QO2475  DESIGNATION -  2748 J
 QO2475  PID         -  QO2475
 QO2475  STATE/COUNTY-  MN/HENNEPIN
 QO2475  COUNTRY     -  US
 QO2475  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2475
 QO2475                         *CURRENT SURVEY CONTROL
 QO2475  ______________________________________________________________________
 QO2475* NAD 83(1986) POSITION- 45 05 15.     (N) 093 17 11.     (W)   SCALED    
 QO2475* NAVD 88 ORTHO HEIGHT -   259.753  (meters)     852.21  (feet) ADJUSTED  
 QO2475  ______________________________________________________________________
 QO2475  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 QO2475  DYNAMIC HEIGHT  -        259.750 (meters)      852.20  (feet) COMP
 QO2475  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO2475
 QO2475  VERT ORDER      -  SECOND    CLASS II
 QO2475
 QO2475.The horizontal coordinates were scaled from a topographic map and have
 QO2475.an estimated accuracy of +/- 6 seconds.
 QO2475.
 QO2475.The orthometric height was determined by differential leveling and
 QO2475.adjusted in June 1995.
 QO2475
 QO2475.The dynamic height is computed by dividing the NAVD 88
 QO2475.geopotential number by the normal gravity value computed on the
 QO2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2475.degrees latitude (g = 980.6199 gals.).
 QO2475
 QO2475.The modeled gravity was interpolated from observed gravity values.
 QO2475
 QO2475;                    North         East    Units  Estimated Accuracy
 QO2475;SPC MN S     -   332,200.      856,180.      MT  (+/- 180 meters Scaled)
 QO2475
 QO2475                          SUPERSEDED SURVEY CONTROL
 QO2475
 QO2475.No superseded survey control is available for this station.
 QO2475
 QO2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774927(NAD 83)
 QO2475
 QO2475_MARKER: DV = VERTICAL CONTROL DISK
 QO2475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2475_SP_SET: ALUMINUM ALLOY ROD
 QO2475_STAMPING: 2748 J 1983
 QO2475_MARK LOGO: MNDT  
 QO2475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2475
 QO2475  HISTORY     - Date     Condition        Report By
 QO2475  HISTORY     - 1983     MONUMENTED       MNDT
 QO2475  HISTORY     - 19871005 GOOD             MNDT
 QO2475  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO2475
 QO2475                          STATION DESCRIPTION
 QO2475
 QO2475'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2475'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 1.25 MI (2.01 KM)
 QO2475'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2475'HIGHWAY 694 TO ITS JUNCTION WITH 73RD AVENUE NORTH, THENCE EAST ALONG
 QO2475'73RD AVENUE TO WEST RIVER ROAD, IN THE NE 1/4 OF SECTION 25, T119N,
 QO2475'R21W.  IT IS 146 FT (44.5 M) NORTH OF 73RD AVENUE, 38 FT (11.6 M)
 QO2475'EAST OF WEST RIVER ROAD, AND 1.0 FT (0.3 M) WEST OF A STEEL WITNESS
 QO2475'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2475'DISK STAMPED---2748 J 1983---, IS FORCED ONTO THE TOP OF A 3/4 INCH
 QO2475'DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD.  A 3/4 INCH IRON PIN
 QO2475'BURIED ADJACENT TO THE MARK MAKES THE MARK MAGNETIC.
 QO2475
 QO2475                          STATION RECOVERY (2007)
 QO2475
 QO2475'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2475'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2476 ***********************************************************************
 QO2476  DESIGNATION -  2748 K
 QO2476  PID         -  QO2476
 QO2476  STATE/COUNTY-  MN/HENNEPIN
 QO2476  COUNTRY     -  US
 QO2476  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2476
 QO2476                         *CURRENT SURVEY CONTROL
 QO2476  ______________________________________________________________________
 QO2476* NAD 83(1986) POSITION- 45 05 41.     (N) 093 17 22.     (W)   SCALED    
 QO2476* NAVD 88 ORTHO HEIGHT -   258.085  (meters)     846.73  (feet) ADJUSTED  
 QO2476  ______________________________________________________________________
 QO2476  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 QO2476  DYNAMIC HEIGHT  -        258.082 (meters)      846.72  (feet) COMP
 QO2476  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 QO2476
 QO2476  VERT ORDER      -  SECOND    CLASS II
 QO2476
 QO2476.The horizontal coordinates were scaled from a topographic map and have
 QO2476.an estimated accuracy of +/- 6 seconds.
 QO2476.
 QO2476.The orthometric height was determined by differential leveling and
 QO2476.adjusted in June 1995.
 QO2476
 QO2476.The dynamic height is computed by dividing the NAVD 88
 QO2476.geopotential number by the normal gravity value computed on the
 QO2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2476.degrees latitude (g = 980.6199 gals.).
 QO2476
 QO2476.The modeled gravity was interpolated from observed gravity values.
 QO2476
 QO2476;                    North         East    Units  Estimated Accuracy
 QO2476;SPC MN S     -   333,000.      855,930.      MT  (+/- 180 meters Scaled)
 QO2476
 QO2476                          SUPERSEDED SURVEY CONTROL
 QO2476
 QO2476.No superseded survey control is available for this station.
 QO2476
 QO2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK772935(NAD 83)
 QO2476
 QO2476_MARKER: DV = VERTICAL CONTROL DISK
 QO2476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2476_SP_SET: ALUMINUM ALLOY ROD
 QO2476_STAMPING: 2748 K 1983
 QO2476_MARK LOGO: MNDT  
 QO2476_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2476
 QO2476  HISTORY     - Date     Condition        Report By
 QO2476  HISTORY     - 1983     MONUMENTED       MNDT
 QO2476  HISTORY     - 19871005 GOOD             MNDT
 QO2476  HISTORY     - 20070726 MARK NOT FOUND   MNDT
 QO2476
 QO2476                          STATION DESCRIPTION
 QO2476
 QO2476'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2476'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 1.75 MI (2.82 KM)
 QO2476'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2476'HIGHWAY 694 TO ITS JUNCTION WITH BROOKDALE DRIVE, THENCE EAST ALONG
 QO2476'BROOKDALE DRIVE TO FAIRFIELD ROAD, IN THE NORTHWEST QUADRANT OF THE
 QO2476'INTERSECTION, AND IN THE SE 1/4 OF SECTION 24, T119N, R21W.  THE MARK
 QO2476'IS 114 FT (34.7 M) NORTH OF BROOKDALE DRIVE, 15 FT (4.6 M) WEST OF
 QO2476'FAIRFIELD ROAD, 66 FT (20.1 M) NORTH OF A FIRE HYDRANT, AND 1.0 FT
 QO2476'(0.3 M) WEST OF THE WEST CURB OF FAIRFIELD ROAD. THE MARK, A
 QO2476'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2748
 QO2476'K 1983---, IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 35 FOOT
 QO2476'LONG ALUMINUM ALLOY ROD.  A 3/4 INCH IRON PIN PLACED ADJACENT TO THE
 QO2476'MARK MAKES THE MARK MAGNETIC.
 QO2476
 QO2476                          STATION RECOVERY (2007)
 QO2476
 QO2476'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2476'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2470 ***********************************************************************
 QO2470  DESIGNATION -  2748 Q
 QO2470  PID         -  QO2470
 QO2470  STATE/COUNTY-  MN/HENNEPIN
 QO2470  COUNTRY     -  US
 QO2470  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2470
 QO2470                         *CURRENT SURVEY CONTROL
 QO2470  ______________________________________________________________________
 QO2470* NAD 83(1986) POSITION- 45 04 22.     (N) 093 17 10.     (W)   SCALED    
 QO2470* NAVD 88 ORTHO HEIGHT -   254.339  (meters)     834.44  (feet) ADJUSTED  
 QO2470  ______________________________________________________________________
 QO2470  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 QO2470  DYNAMIC HEIGHT  -        254.337 (meters)      834.44  (feet) COMP
 QO2470  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 QO2470
 QO2470  VERT ORDER      -  SECOND    CLASS II
 QO2470
 QO2470.The horizontal coordinates were scaled from a topographic map and have
 QO2470.an estimated accuracy of +/- 6 seconds.
 QO2470.
 QO2470.The orthometric height was determined by differential leveling and
 QO2470.adjusted in June 1995.
 QO2470
 QO2470.The dynamic height is computed by dividing the NAVD 88
 QO2470.geopotential number by the normal gravity value computed on the
 QO2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2470.degrees latitude (g = 980.6199 gals.).
 QO2470
 QO2470.The modeled gravity was interpolated from observed gravity values.
 QO2470
 QO2470;                    North         East    Units  Estimated Accuracy
 QO2470;SPC MN S     -   330,560.      856,210.      MT  (+/- 180 meters Scaled)
 QO2470
 QO2470                          SUPERSEDED SURVEY CONTROL
 QO2470
 QO2470.No superseded survey control is available for this station.
 QO2470
 QO2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774910(NAD 83)
 QO2470
 QO2470_MARKER: DV = VERTICAL CONTROL DISK
 QO2470_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO2470+WITH SETTING: PAVEMENT
 QO2470_SP_SET: CONCRETE BASE
 QO2470_STAMPING: 2748 Q 1987
 QO2470_MARK LOGO: MNDT  
 QO2470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2470+STABILITY: SURFACE MOTION
 QO2470
 QO2470  HISTORY     - Date     Condition        Report By
 QO2470  HISTORY     - 1987     MONUMENTED       MNDT
 QO2470  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO2470
 QO2470                          STATION DESCRIPTION
 QO2470
 QO2470'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2470'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.3 MI (0.5 KM)
 QO2470'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2470'HIGHWAY 694, IN THE SE 1/4 OF SECTION 36, T119N, R21W.  THE MARK, A
 QO2470'STANDARD ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2748 Q
 QO2470'1987---, IS SET IN A DRILL HOLE IN THE WESTERLY CONCRETE BASE OF A
 QO2470'BRIDGE-TYPE OVERHEAD SIGN.
 QO2470
 QO2470                          STATION RECOVERY (2007)
 QO2470
 QO2470'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2470'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2471 ***********************************************************************
 QO2471  DESIGNATION -  2748 R
 QO2471  PID         -  QO2471
 QO2471  STATE/COUNTY-  MN/HENNEPIN
 QO2471  COUNTRY     -  US
 QO2471  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2471
 QO2471                         *CURRENT SURVEY CONTROL
 QO2471  ______________________________________________________________________
 QO2471* NAD 83(1986) POSITION- 45 04 28.02   (N) 093 17 13.11   (W)   HD_HELD1  
 QO2471* NAVD 88 ORTHO HEIGHT -   254.603  (meters)     835.31  (feet) ADJUSTED  
 QO2471  ______________________________________________________________________
 QO2471  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 QO2471  DYNAMIC HEIGHT  -        254.600 (meters)      835.30  (feet) COMP
 QO2471  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2471
 QO2471  VERT ORDER      -  SECOND    CLASS II
 QO2471
 QO2471.The horizontal coordinates were established by differentially corrected
 QO2471.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2471.
 QO2471.The orthometric height was determined by differential leveling and
 QO2471.adjusted in June 1995.
 QO2471
 QO2471.Photographs are available for this station.
 QO2471
 QO2471.The dynamic height is computed by dividing the NAVD 88
 QO2471.geopotential number by the normal gravity value computed on the
 QO2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2471.degrees latitude (g = 980.6199 gals.).
 QO2471
 QO2471.The modeled gravity was interpolated from observed gravity values.
 QO2471
 QO2471;                    North         East    Units  Estimated Accuracy
 QO2471;SPC MN S     -   330,745.2     856,144.6     MT  (+/- 3 meters HH1 GPS) 
 QO2471
 QO2471                          SUPERSEDED SURVEY CONTROL
 QO2471
 QO2471.No superseded survey control is available for this station.
 QO2471
 QO2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7741191260(NAD 83)
 QO2471
 QO2471_MARKER: DV = VERTICAL CONTROL DISK
 QO2471_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2471_SP_SET: TRAFFICE SIGNAL BASE
 QO2471_STAMPING: 2748 R 1987
 QO2471_MARK LOGO: MNDT  
 QO2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2471+STABILITY: SURFACE MOTION
 QO2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2471+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2471
 QO2471  HISTORY     - Date     Condition        Report By
 QO2471  HISTORY     - 1987     MONUMENTED       MNDT
 QO2471  HISTORY     - 20070731 GOOD             MNDT
 QO2471  HISTORY     - 20080520 GOOD             MNDT
 QO2471
 QO2471                          STATION DESCRIPTION
 QO2471
 QO2471'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2471'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.35 MI (0.56 KM)
 QO2471'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2471'HIGHWAY 694 TO ITS JUNCTION WITH 66TH AVENUE NORTH, IN THE SOUTHWEST
 QO2471'QUADRANT OF THE INTERSECTION, AND IN THE SE 1/4 OF SECTION 36, T119N,
 QO2471'R21W.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2471'DISK STAMPED---2748 R 1987---, IS SET IN THE CONCRETE BASE OF A
 QO2471'CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2471
 QO2471                          STATION RECOVERY (2007)
 QO2471
 QO2471'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2471'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF MINNEAPOLIS, 6.4
 QO2471'MI (10.3 KM) EAST-SOUTHEAST OF OSSEO AND 4.2 MI (6.8 KM) WEST OF NEW
 QO2471'BRIGHTON.
 QO2471' 
 QO2471'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.35 MI (0.6 KM) NORTH OF THE
 QO2471'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 QO2471'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 66TH AVENUE NORTH,
 QO2471'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
 QO2471
 QO2471                          STATION RECOVERY (2008)
 QO2471
 QO2471'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2472 ***********************************************************************
 QO2472  DESIGNATION -  2748 S
 QO2472  PID         -  QO2472
 QO2472  STATE/COUNTY-  MN/HENNEPIN
 QO2472  COUNTRY     -  US
 QO2472  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2472
 QO2472                         *CURRENT SURVEY CONTROL
 QO2472  ______________________________________________________________________
 QO2472* NAD 83(1986) POSITION- 45 04 49.     (N) 093 17 15.     (W)   SCALED    
 QO2472* NAVD 88 ORTHO HEIGHT -   259.077  (meters)     849.99  (feet) ADJUSTED  
 QO2472  ______________________________________________________________________
 QO2472  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 QO2472  DYNAMIC HEIGHT  -        259.075 (meters)      849.98  (feet) COMP
 QO2472  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QO2472
 QO2472  VERT ORDER      -  SECOND    CLASS II
 QO2472
 QO2472.The horizontal coordinates were scaled from a topographic map and have
 QO2472.an estimated accuracy of +/- 6 seconds.
 QO2472.
 QO2472.The orthometric height was determined by differential leveling and
 QO2472.adjusted in June 1995.
 QO2472
 QO2472.Photographs are available for this station.
 QO2472
 QO2472.The dynamic height is computed by dividing the NAVD 88
 QO2472.geopotential number by the normal gravity value computed on the
 QO2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2472.degrees latitude (g = 980.6199 gals.).
 QO2472
 QO2472.The modeled gravity was interpolated from observed gravity values.
 QO2472
 QO2472;                    North         East    Units  Estimated Accuracy
 QO2472;SPC MN S     -   331,390.      856,100.      MT  (+/- 180 meters Scaled)
 QO2472
 QO2472                          SUPERSEDED SURVEY CONTROL
 QO2472
 QO2472.No superseded survey control is available for this station.
 QO2472
 QO2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773919(NAD 83)
 QO2472
 QO2472_MARKER: DV = VERTICAL CONTROL DISK
 QO2472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2472_SP_SET: BRIDGE OVERHEAD SIGN BASE
 QO2472_STAMPING: 2748 S 1987
 QO2472_MARK LOGO: MNDT  
 QO2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2472+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2472
 QO2472  HISTORY     - Date     Condition        Report By
 QO2472  HISTORY     - 1987     MONUMENTED       MNDT
 QO2472  HISTORY     - 20070731 GOOD             MNDT
 QO2472  HISTORY     - 20080520 GOOD             MNDT
 QO2472
 QO2472                          STATION DESCRIPTION
 QO2472
 QO2472'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2472'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.75 MI (1.21 KM)
 QO2472'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2472'HIGHWAY 694, IN THE SE 1/4 OF SECTION 25, T119N, R21W.  THE MARK, A
 QO2472'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2748
 QO2472'S 1987---, IS SET IN A DRILL HOLE IN THE WESTERLEY CONCRETE BASE OF A
 QO2472'BRIDGE-TYPE OVERHEAD SIGN.
 QO2472
 QO2472                          STATION RECOVERY (2007)
 QO2472
 QO2472'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2472'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF MINNEAPOLIS, 6.2
 QO2472'MI (10.0 KM) EAST-SOUTHEAST OF OSSEO AND 4.3 MI (6.9 KM)
 QO2472'WEST-NORTHWEST OF NEW BRIGHTON.   TO GET TO THE MARK IN BROOKLYN
 QO2472'CENTER, 0.75 MI (1.2 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 252
 QO2472'AND INTERSTATE HIGHWAY 694, IN WEST CONCRETE BASE OF BRIDGE-TYPE
 QO2472'OVERHEAD SIGN.
 QO2472
 QO2472                          STATION RECOVERY (2008)
 QO2472
 QO2472'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2472'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2473 ***********************************************************************
 QO2473  DESIGNATION -  2748 T
 QO2473  PID         -  QO2473
 QO2473  STATE/COUNTY-  MN/HENNEPIN
 QO2473  COUNTRY     -  US
 QO2473  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2473
 QO2473                         *CURRENT SURVEY CONTROL
 QO2473  ______________________________________________________________________
 QO2473* NAD 83(1986) POSITION- 45 04 56.03   (N) 093 17 17.26   (W)   HD_HELD1  
 QO2473* NAVD 88 ORTHO HEIGHT -   260.119  (meters)     853.41  (feet) ADJUSTED  
 QO2473  ______________________________________________________________________
 QO2473  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 QO2473  DYNAMIC HEIGHT  -        260.117 (meters)      853.40  (feet) COMP
 QO2473  MODELED GRAVITY -    980,599.1   (mgal)                       NAVD 88
 QO2473
 QO2473  VERT ORDER      -  SECOND    CLASS II
 QO2473
 QO2473.The horizontal coordinates were established by differentially corrected
 QO2473.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2473.
 QO2473.The orthometric height was determined by differential leveling and
 QO2473.adjusted in June 1995.
 QO2473
 QO2473.Photographs are available for this station.
 QO2473
 QO2473.The dynamic height is computed by dividing the NAVD 88
 QO2473.geopotential number by the normal gravity value computed on the
 QO2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2473.degrees latitude (g = 980.6199 gals.).
 QO2473
 QO2473.The modeled gravity was interpolated from observed gravity values.
 QO2473
 QO2473;                    North         East    Units  Estimated Accuracy
 QO2473;SPC MN S     -   331,609.0     856,046.3     MT  (+/- 3 meters HH1 GPS) 
 QO2473
 QO2473                          SUPERSEDED SURVEY CONTROL
 QO2473
 QO2473.No superseded survey control is available for this station.
 QO2473
 QO2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7732392125(NAD 83)
 QO2473
 QO2473_MARKER: DV = VERTICAL CONTROL DISK
 QO2473_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2473_SP_SET: TRAFFIC SIGNAL BASE
 QO2473_STAMPING: 2748 T 1987
 QO2473_MARK LOGO: MNDT  
 QO2473_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2473+STABILITY: SURFACE MOTION
 QO2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2473+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2473
 QO2473  HISTORY     - Date     Condition        Report By
 QO2473  HISTORY     - 1987     MONUMENTED       MNDT
 QO2473  HISTORY     - 20070731 GOOD             MNDT
 QO2473  HISTORY     - 20080520 GOOD             MNDT
 QO2473
 QO2473                          STATION DESCRIPTION
 QO2473
 QO2473'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2473'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 0.9 MI (1.4 KM)
 QO2473'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2473'HIGHWAY 694, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF HIGHWAY
 QO2473'252 AND 70TH AVENUE NORTH, AND IN THE SE 1/4 OF SECTION 25, T119N,
 QO2473'R21W.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2473'DISK STAMPED---2748 T 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE
 QO2473'BASE OF A CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2473
 QO2473                          STATION RECOVERY (2007)
 QO2473
 QO2473'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2473'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH OF MINNEAPOLIS, 6.1
 QO2473'MI (9.8 KM) EAST-SOUTHEAST OF OSSEO AND 4.4 MI (7.1 KM) WEST-NORTHWEST
 QO2473'OF NEW BRIGHTON.
 QO2473' 
 QO2473'TO REACH TO THE MARK IN BROOKLYN PARK, 0.9 MI (1.4 KM) NORTH OF THE
 QO2473'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 QO2473'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 70TH AVENUE NORTH,
 QO2473'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
 QO2473
 QO2473                          STATION RECOVERY (2008)
 QO2473
 QO2473'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2474 ***********************************************************************
 QO2474  DESIGNATION -  2748 U
 QO2474  PID         -  QO2474
 QO2474  STATE/COUNTY-  MN/HENNEPIN
 QO2474  COUNTRY     -  US
 QO2474  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2474
 QO2474                         *CURRENT SURVEY CONTROL
 QO2474  ______________________________________________________________________
 QO2474* NAD 83(1986) POSITION- 45 05 13.52   (N) 093 17 17.22   (W)   HD_HELD1  
 QO2474* NAVD 88 ORTHO HEIGHT -   259.728  (meters)     852.12  (feet) ADJUSTED  
 QO2474  ______________________________________________________________________
 QO2474  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 QO2474  DYNAMIC HEIGHT  -        259.725 (meters)      852.11  (feet) COMP
 QO2474  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO2474
 QO2474  VERT ORDER      -  SECOND    CLASS II
 QO2474
 QO2474.The horizontal coordinates were established by differentially corrected
 QO2474.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2474.
 QO2474.The orthometric height was determined by differential leveling and
 QO2474.adjusted in June 1995.
 QO2474
 QO2474.Photographs are available for this station.
 QO2474
 QO2474.The dynamic height is computed by dividing the NAVD 88
 QO2474.geopotential number by the normal gravity value computed on the
 QO2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2474.degrees latitude (g = 980.6199 gals.).
 QO2474
 QO2474.The modeled gravity was interpolated from observed gravity values.
 QO2474
 QO2474;                    North         East    Units  Estimated Accuracy
 QO2474;SPC MN S     -   332,148.9     856,042.5     MT  (+/- 3 meters HH1 GPS) 
 QO2474
 QO2474                          SUPERSEDED SURVEY CONTROL
 QO2474
 QO2474.No superseded survey control is available for this station.
 QO2474
 QO2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7732692665(NAD 83)
 QO2474
 QO2474_MARKER: DV = VERTICAL CONTROL DISK
 QO2474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2474_SP_SET: CONCRETE FOOTING
 QO2474_STAMPING: 2748 U 1987
 QO2474_MARK LOGO: MNDT  
 QO2474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2474
 QO2474  HISTORY     - Date     Condition        Report By
 QO2474  HISTORY     - 1987     MONUMENTED       MNDT
 QO2474  HISTORY     - 20070731 GOOD             MNDT
 QO2474
 QO2474                          STATION DESCRIPTION
 QO2474
 QO2474'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2474'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, 1.25 MI (2.01 KM)
 QO2474'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2474'HIGHWAY 694, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF HIGHWAY
 QO2474'252 AND 73RD AVENUE NORTH, AND IN THE NE 1/4 OF SECTION 25, T119N,
 QO2474'R21W.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2474'DISK STAMPED---2748 U 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE
 QO2474'BASE OF A CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2474
 QO2474                          STATION RECOVERY (2007)
 QO2474
 QO2474'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2474'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF MINNEAPOLIS, 6.0
 QO2474'MI (9.7 KM) EAST-SOUTHEAST OF OSSEO AND 4.5 MI (7.2 KM) WEST-NORTHWEST
 QO2474'OF NEW BRIGHTON.
 QO2474' 
 QO2474'TO REACH TO THE MARK IN BROOKLYN CENTER, 1.25 MI (2.0 KM) NORTH OF THE
 QO2474'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 QO2474'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 73RD AVENUE NORTH,
 QO2474'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2477 ***********************************************************************
 QO2477  DESIGNATION -  2748 V
 QO2477  PID         -  QO2477
 QO2477  STATE/COUNTY-  MN/HENNEPIN
 QO2477  COUNTRY     -  US
 QO2477  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2477
 QO2477                         *CURRENT SURVEY CONTROL
 QO2477  ______________________________________________________________________
 QO2477* NAD 83(1986) POSITION- 45 06 02.48   (N) 093 18 00.59   (W)   HD_HELD1  
 QO2477* NAVD 88 ORTHO HEIGHT -   258.923  (meters)     849.48  (feet) ADJUSTED  
 QO2477  ______________________________________________________________________
 QO2477  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 QO2477  DYNAMIC HEIGHT  -        258.920 (meters)      849.47  (feet) COMP
 QO2477  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 QO2477
 QO2477  VERT ORDER      -  SECOND    CLASS II
 QO2477
 QO2477.The horizontal coordinates were established by differentially corrected
 QO2477.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2477.
 QO2477.The orthometric height was determined by differential leveling and
 QO2477.adjusted in June 1995.
 QO2477
 QO2477.Photographs are available for this station.
 QO2477
 QO2477.The dynamic height is computed by dividing the NAVD 88
 QO2477.geopotential number by the normal gravity value computed on the
 QO2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2477.degrees latitude (g = 980.6199 gals.).
 QO2477
 QO2477.The modeled gravity was interpolated from observed gravity values.
 QO2477
 QO2477;                    North         East    Units  Estimated Accuracy
 QO2477;SPC MN S     -   333,652.0     855,081.2     MT  (+/- 3 meters HH1 GPS) 
 QO2477
 QO2477                          SUPERSEDED SURVEY CONTROL
 QO2477
 QO2477.No superseded survey control is available for this station.
 QO2477
 QO2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7638394179(NAD 83)
 QO2477
 QO2477_MARKER: DV = VERTICAL CONTROL DISK
 QO2477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2477_SP_SET: CONCRETE FOOTING
 QO2477_STAMPING: 2748 V 1987
 QO2477_MARK LOGO: MNDT  
 QO2477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2477
 QO2477  HISTORY     - Date     Condition        Report By
 QO2477  HISTORY     - 1987     MONUMENTED       MNDT
 QO2477  HISTORY     - 20070726 GOOD             MNDT
 QO2477
 QO2477                          STATION DESCRIPTION
 QO2477
 QO2477'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2477'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 2.45 MI (3.94 KM)
 QO2477'NORTH ALONG TRUNK HIGHWAY 252 FROM ITS JUNCTION WITH INTERSTATE
 QO2477'HIGHWAY 694, IN THE SOUTHWEST QUADRANT AT THE INTERSECTION OF HIGHWAY
 QO2477'252 AND HUMBOLT AVENUE, AND IN THE SE 1/4 OF SECTION 23, T119N, R21W.
 QO2477'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 QO2477'STAMPED---2748 V 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 QO2477'OF A CANTILEVERED TRAFFIC SIGNAL IN A RAISED ISLAND.
 QO2477
 QO2477                          STATION RECOVERY (2007)
 QO2477
 QO2477'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2477'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF ANOKA,
 QO2477'5.4 MI (8.7 KM) WEST-NORTHWEST OF NEW BRIGHTON AND 5.2 MI (8.4 KM)
 QO2477'EAST-SOUTHEAST OF OSSEO.
 QO2477' 
 QO2477'IN BROOKLYN PARK, 2.45 MI (3.9 KM) NORTH OF THE JUNCTION OF TRUNK
 QO2477'HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST QUADRANT OF THE
 QO2477'JUNCTION OF TRUNK HIGHWAY 252 AND HUMBOLDT AVENUE, IN WEST SIDE
 QO2477'CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2451 ***********************************************************************
 QO2451  DESIGNATION -  2748 Y
 QO2451  PID         -  QO2451
 QO2451  STATE/COUNTY-  MN/HENNEPIN
 QO2451  COUNTRY     -  US
 QO2451  USGS QUAD   -  COON RAPIDS (1993)
 QO2451
 QO2451                         *CURRENT SURVEY CONTROL
 QO2451  ______________________________________________________________________
 QO2451* NAD 83(1986) POSITION- 45 07 40.     (N) 093 18 03.     (W)   SCALED    
 QO2451* NAVD 88 ORTHO HEIGHT -   262.525  (meters)     861.30  (feet) ADJUSTED  
 QO2451  ______________________________________________________________________
 QO2451  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QO2451  DYNAMIC HEIGHT  -        262.520 (meters)      861.28  (feet) COMP
 QO2451  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 QO2451
 QO2451  VERT ORDER      -  SECOND    CLASS I
 QO2451
 QO2451.The horizontal coordinates were scaled from a topographic map and have
 QO2451.an estimated accuracy of +/- 6 seconds.
 QO2451.
 QO2451.The orthometric height was determined by differential leveling and
 QO2451.adjusted in October 1999.
 QO2451
 QO2451.Photographs are available for this station.
 QO2451
 QO2451.The dynamic height is computed by dividing the NAVD 88
 QO2451.geopotential number by the normal gravity value computed on the
 QO2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2451.degrees latitude (g = 980.6199 gals.).
 QO2451
 QO2451.The modeled gravity was interpolated from observed gravity values.
 QO2451
 QO2451;                    North         East    Units  Estimated Accuracy
 QO2451;SPC MN S     -   336,660.      855,000.      MT  (+/- 180 meters Scaled)
 QO2451
 QO2451                          SUPERSEDED SURVEY CONTROL
 QO2451
 QO2451  NAVD 88 (06/23/95)  262.521  (m)          861.29   (f) SUPERSEDED  2 2
 QO2451
 QO2451.Superseded values are not recommended for survey control.
 QO2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2451.See file dsdata.txt to determine how the superseded data were derived.
 QO2451
 QO2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK763971(NAD 83)
 QO2451
 QO2451_MARKER: DV = VERTICAL CONTROL DISK
 QO2451_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2451_SP_SET: BRIDGE RAILING
 QO2451_STAMPING: 2748 Y 1987
 QO2451_MARK LOGO: MNDT  
 QO2451_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2451+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 QO2451
 QO2451  HISTORY     - Date     Condition        Report By
 QO2451  HISTORY     - 1987     MONUMENTED       MNDT
 QO2451  HISTORY     - 19920416 GOOD             MNDT
 QO2451  HISTORY     - 20011106 GOOD             MNDT
 QO2451  HISTORY     - 20060420 GOOD             MNDT
 QO2451  HISTORY     - 20070725 GOOD             MNDT
 QO2451
 QO2451                          STATION DESCRIPTION
 QO2451
 QO2451'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2451'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, 1.9 MI (3.1 KM)
 QO2451'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 610 FROM ITS JUNCTION WITH TRUNK
 QO2451'HIGHWAY 10 AND TRUNK HIGHWAY 47 IN COON RAPIDS, IN THE SW 1/4 OF
 QO2451'SECTION 11, T119N, R21W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2451'MONUMENT DISK STAMPED---2748 Y 1987---, IS SET IN THE TOP OF THE
 QO2451'CRASH RAIL IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27244, WEST RIVER
 QO2451'ROAD OVER TRUNK HIGHWAY 610.
 QO2451
 QO2451                          STATION RECOVERY (1992)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2451'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2451
 QO2451                          STATION RECOVERY (2001)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2451'RECOVERED AS DESCRIBED.
 QO2451
 QO2451                          STATION RECOVERY (2006)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JC)
 QO2451'IN BROOKLYN PARK, 1.9 MILES WEST-SOUTHWEST OF JUNCTION OF TRUNK
 QO2451'HIGHWAY 610 AND TRUNK HIGHWAY 10-TRUNK HIGHWAY 47, IN CRASH RAILING AT
 QO2451'SOUTHEAST CORNER OF WEST RIVER ROAD BRIDGE 27244 OVER TRUNK HIGHWAY
 QO2451'610, 24.0 FEET SOUTH OF WEST RIVER ROAD, 14.2 FEET NORTHWEST OF POWER
 QO2451'POLE, 1.4 FEET WEST OF BRIDGE RAIL EDGE
 QO2451
 QO2451                          STATION RECOVERY (2007)
 QO2451
 QO2451'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2451'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF ANOKA, 6.4 MI
 QO2451'(10.3 KM) NORTHWEST OF NEW BRIGHTON AND 5.0 MI (8.0 KM) EAST OF OSSEO.
 QO2451'TO REACH TO THE MARK IN BROOKLYN PARK, 1.9 MI (3.1 KM) WEST-SOUTHWEST
 QO2451'OF THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 10-TRUNK
 QO2451'HIGHWAY 47, IN CRASH RAILING AT SOUTHEAST CORNER OF WEST RIVER ROAD
 QO2451'BRIDGE 27244 OVER TRUNK HIGHWAY 610, 24.0 FT (7.3 M) SOUTH OF WEST
 QO2451'RIVER ROAD, 14.2 FT (4.3 M) NORTHWEST OF POWER POLE, 1.4 FT (0.4 M)
 QO2451'WEST OF BRIDGE RAIL EDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2452 ***********************************************************************
 QO2452  DESIGNATION -  2748 Z
 QO2452  PID         -  QO2452
 QO2452  STATE/COUNTY-  MN/HENNEPIN
 QO2452  COUNTRY     -  US
 QO2452  USGS QUAD   -  COON RAPIDS (1993)
 QO2452
 QO2452                         *CURRENT SURVEY CONTROL
 QO2452  ______________________________________________________________________
 QO2452* NAD 83(1986) POSITION- 45 07 41.55   (N) 093 17 59.92   (W)   HD_HELD1  
 QO2452* NAVD 88 ORTHO HEIGHT -   255.873  (meters)     839.48  (feet) ADJUSTED  
 QO2452  ______________________________________________________________________
 QO2452  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QO2452  DYNAMIC HEIGHT  -        255.868 (meters)      839.46  (feet) COMP
 QO2452  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 QO2452
 QO2452  VERT ORDER      -  SECOND    CLASS I
 QO2452
 QO2452.The horizontal coordinates were established by differentially corrected
 QO2452.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2452.
 QO2452.The orthometric height was determined by differential leveling and
 QO2452.adjusted in October 1999.
 QO2452
 QO2452.Photographs are available for this station.
 QO2452
 QO2452.The dynamic height is computed by dividing the NAVD 88
 QO2452.geopotential number by the normal gravity value computed on the
 QO2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2452.degrees latitude (g = 980.6199 gals.).
 QO2452
 QO2452.The modeled gravity was interpolated from observed gravity values.
 QO2452
 QO2452;                    North         East    Units  Estimated Accuracy
 QO2452;SPC MN S     -   336,710.3     855,069.6     MT  (+/- 3 meters HH1 GPS) 
 QO2452
 QO2452                          SUPERSEDED SURVEY CONTROL
 QO2452
 QO2452  NAVD 88 (06/23/95)  255.868  (m)          839.46   (f) SUPERSEDED  2 2
 QO2452
 QO2452.Superseded values are not recommended for survey control.
 QO2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2452.See file dsdata.txt to determine how the superseded data were derived.
 QO2452
 QO2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7640997236(NAD 83)
 QO2452
 QO2452_MARKER: DV = VERTICAL CONTROL DISK
 QO2452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2452_SP_SET: BRIDGE RAILING
 QO2452_STAMPING: 2748 Z 1987
 QO2452_MARK LOGO: MNDT  
 QO2452_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2452+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 QO2452
 QO2452  HISTORY     - Date     Condition        Report By
 QO2452  HISTORY     - 1987     MONUMENTED       MNDT
 QO2452  HISTORY     - 19920416 GOOD             MNDT
 QO2452  HISTORY     - 20011106 GOOD             MNDT
 QO2452  HISTORY     - 20070725 GOOD             MNDT
 QO2452
 QO2452                          STATION DESCRIPTION
 QO2452
 QO2452'DESCRIBED BY MN DEPT OF TRANSP 1987
 QO2452'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN PARK, 1.9 MI (3.1 KM)
 QO2452'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 610 FROM ITS JUNCTION WITH TRUNK
 QO2452'HIGHWAY 10 AND TRUNK HIGHWAY 47 IN COON RAPIDS, IN THE SW 1/4 OF
 QO2452'SECTION 35, T31N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2452'MONUMENT DISK STAMPED---2748 Z 1987---, IS SET IN THE TOP OF THE
 QO2452'CRASH RAIL IN THE NORTHWEST CORNER OF BRIDGE NUMBER 27239, TRUNK
 QO2452'HIGHWAY 610 OVER THE MISSISSIPPI RIVER.
 QO2452
 QO2452                          STATION RECOVERY (1992)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2452'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2452
 QO2452                          STATION RECOVERY (2001)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2452'RECOVERED AS DESCRIBED.
 QO2452
 QO2452                          STATION RECOVERY (2007)
 QO2452
 QO2452'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2452'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF NEW BRIGHTON,
 QO2452'6.4 MI (10.3 KM) SOUTHEAST OF ANOKA AND 5.0 MI (8.0 KM) EAST OF OSSEO.
 QO2452'TO REACH TO THE MARK IN BROOKLYN PARK, 1.9 MI (3.1 KM) WEST-SOUTHWEST
 QO2452'OF THE JUNCTION OF TRUNK HIGHWAY 610 AND TRUNK HIGHWAY 10-TRUNK
 QO2452'HIGHWAY 47, IN CRASH RAILING AT NORTHWEST CORNER OF TRUNK HIGHWAY 610
 QO2452'BRIDGE 27239 OVER MISSISSIPPI RIVER, 16.2 FT (4.9 M) NORTH OF
 QO2452'SOUTH-BOUND TRUNK HIGHWAY 610, 4.0 FT (1.2 M) EAST OF CHAIN LINK FENCE
 QO2452'POST, 3.2 FT (1.0 M) EAST OF THE NORTHWEST CORNER OF BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0554 ***********************************************************************
 QO0554  DESIGNATION -  2750 A
 QO0554  PID         -  QO0554
 QO0554  STATE/COUNTY-  MN/HENNEPIN
 QO0554  COUNTRY     -  US
 QO0554  USGS QUAD   -  ANOKA (1993)
 QO0554
 QO0554                         *CURRENT SURVEY CONTROL
 QO0554  ______________________________________________________________________
 QO0554* NAD 83(1986) POSITION- 45 10 53.     (N) 093 23 31.     (W)   SCALED    
 QO0554* NAVD 88 ORTHO HEIGHT -   260.528  (meters)     854.75  (feet) ADJUSTED  
 QO0554  ______________________________________________________________________
 QO0554  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 QO0554  DYNAMIC HEIGHT  -        260.511 (meters)      854.69  (feet) COMP
 QO0554  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 QO0554
 QO0554  VERT ORDER      -  SECOND    CLASS I
 QO0554
 QO0554.The horizontal coordinates were scaled from a topographic map and have
 QO0554.an estimated accuracy of +/- 6 seconds.
 QO0554.
 QO0554.The orthometric height was determined by differential leveling and
 QO0554.adjusted in October 2008.
 QO0554
 QO0554.No vertical observational check was made to the station.
 QO0554
 QO0554.The dynamic height is computed by dividing the NAVD 88
 QO0554.geopotential number by the normal gravity value computed on the
 QO0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0554.degrees latitude (g = 980.6199 gals.).
 QO0554
 QO0554.The modeled gravity was interpolated from observed gravity values.
 QO0554
 QO0554;                    North         East    Units  Estimated Accuracy
 QO0554;SPC MN S     -   342,560.      847,790.      MT  (+/- 180 meters Scaled)
 QO0554
 QO0554                          SUPERSEDED SURVEY CONTROL
 QO0554
 QO0554  NAVD 88 (06/15/91)  260.546  (m)          854.81   (f) SUPERSEDED  2 0
 QO0554  NGVD 29 (??/??/92)  260.447  (m)          854.48   (f) ADJ UNCH    2 0
 QO0554
 QO0554.Superseded values are not recommended for survey control.
 QO0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0554.See file dsdata.txt to determine how the superseded data were derived.
 QO0554
 QO0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL692031(NAD 83)
 QO0554
 QO0554_MARKER: DB = BENCH MARK DISK
 QO0554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO0554_SP_SET: BRIDGE WALKWAY
 QO0554_STAMPING: 2750 A 1970
 QO0554_MARK LOGO: MNHD  
 QO0554_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0554+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 QO0554
 QO0554  HISTORY     - Date     Condition        Report By
 QO0554  HISTORY     - 1970     MONUMENTED       MNHD
 QO0554  HISTORY     - 19810928 GOOD             MNDT
 QO0554  HISTORY     - 1987     GOOD             USPSQD
 QO0554  HISTORY     - 20011106 GOOD             MNDT
 QO0554  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO0554
 QO0554                          STATION DESCRIPTION
 QO0554
 QO0554'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0554'IN CHAMPLIN.
 QO0554'STD. DISK IN THE S. E. COR OF BRIDGE NO. 6890 T.H.52 SOUTHBOUND OVER
 QO0554'MILL POND IN THE S.E. 1/4 OF THE S.W. 1/4 OF SECTION 19.  0.1 MILE
 QO0554'SOUTH OF THE JUNCTION OF T.H. 52 AND T.H. 169 SECTION 19, T 120N, R 21
 QO0554'W.
 QO0554
 QO0554                          STATION RECOVERY (1981)
 QO0554
 QO0554'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QO0554'THE MARK IS LOCATED IN THE CITY OF CHAMPLIN, 0.25 MI (0.40 KM) SOUTH
 QO0554'ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH TRUNK HIGHWAY 252 IN
 QO0554'CHAMPLIN IN THE SW 1/4 OF SECTION 19, T120N, R21W.  THE MARK IS 16.6
 QO0554'FT (5.1 M) EAST OF AND 0.5 FT (0.2 M) HIGHER THAN THE SOUTHBOUND
 QO0554'HIGHWAY 52 CENTERLINE AND IS 1.3 FT (0.4 M) NORTH OF THE SOUTH END
 QO0554'OF THE WALKWAY IN THE SOUTHEAST CORNER OF BRIDGE 8890 CARRYING
 QO0554'HIGHWAY 52 OVER MILL ROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0554'STAMPED---2750 A 1970---, IS CEMENTED IN A DRILL HOLE IN THE WALKWAY.
 QO0554
 QO0554                          STATION RECOVERY (1987)
 QO0554
 QO0554'RECOVERY NOTE BY US POWER SQUADRON 1987 (RR)
 QO0554'RECOVERED IN GOOD CONDITION.
 QO0554
 QO0554                          STATION RECOVERY (2001)
 QO0554
 QO0554'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO0554'RECOVERED AS DESCRIBED.
 QO0554
 QO0554                          STATION RECOVERY (2007)
 QO0554
 QO0554'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0554'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6712 ***********************************************************************
 DL6712  DESIGNATION -  2750 AA
 DL6712  PID         -  DL6712
 DL6712  STATE/COUNTY-  MN/HENNEPIN
 DL6712  COUNTRY     -  US
 DL6712  USGS QUAD   -  OSSEO (1993)
 DL6712
 DL6712                         *CURRENT SURVEY CONTROL
 DL6712  ______________________________________________________________________
 DL6712* NAD 83(2007) POSITION- 45 06 38.83879(N) 093 23 24.65587(W)   ADJUSTED  
 DL6712* NAD 83(2007) ELLIP HT-   241.502 (meters)        (03/18/10)   ADJUSTED
 DL6712* NAD 83(2007) EPOCH   -  2002.00
 DL6712* NAVD 88 ORTHO HEIGHT -   268.95   (meters)     882.4   (feet) LEVELING  
 DL6712  ______________________________________________________________________
 DL6712  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DL6712  NAD 83(2007) X  -   -266,643.932 (meters)                     COMP
 DL6712  NAD 83(2007) Y  - -4,501,155.888 (meters)                     COMP
 DL6712  NAD 83(2007) Z  -  4,496,217.158 (meters)                     COMP
 DL6712  LAPLACE CORR    -          4.09  (seconds)                    DEFLEC09
 DL6712  HORZ ORDER      -  FIRST
 DL6712  VERT ORDER      -  THIRD
 DL6712  ELLP ORDER      -  THIRD     CLASS II
 DL6712
 DL6712.The horizontal coordinates were established by GPS observations
 DL6712.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6712
 DL6712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6712.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6712
 DL6712.The horizontal coordinates are valid at the epoch date displayed above
 DL6712.which is a decimal equivalence of Year/Month/Day.
 DL6712
 DL6712.The orthometric height was determined by differential leveling.
 DL6712.The vertical network tie was performed by a horz. field party for horz.
 DL6712.obs reductions. Reset procedures were used to establish the elevation.
 DL6712
 DL6712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6712
 DL6712.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6712
 DL6712.The ellipsoidal height was determined by GPS observations
 DL6712.and is referenced to NAD 83.
 DL6712
 DL6712. The following values were computed from the NAD 83(2007) position.
 DL6712
 DL6712;                    North         East     Units Scale Factor Converg.
 DL6712;SPC MN S     -   334,717.642   847,987.981   MT  0.99997859   +0 25 38.8
 DL6712;SPC MN S     - 1,098,152.80  2,782,107.23   sFT  0.99997859   +0 25 38.8
 DL6712;UTM  15      - 4,995,331.766   469,306.997   MT  0.99961158   -0 16 35.2
 DL6712
 DL6712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6712!SPC MN S     -   0.99996214  x   0.99997859  =   0.99994073
 DL6712!UTM  15      -   0.99996214  x   0.99961158  =   0.99957373
 DL6712
 DL6712:                Primary Azimuth Mark                     Grid Az
 DL6712:SPC MN S     -  2750 AF                                  344 22 20.6
 DL6712:UTM  15      -  2750 AF                                  345 04 34.6
 DL6712
 DL6712|---------------------------------------------------------------------|
 DL6712| PID    Reference Object                     Distance      Geod. Az  |
 DL6712|                                                           dddmmss.s |
 DL6712| DL6711 2721 Z                              335.875 METERS 23812     |
 DL6712| DL6713 2750 AB                             159.951 METERS 26238     |
 DL6712| DL6714 2750 AC                             334.518 METERS 33520     |
 DL6712| DL6717 2750 AF                             APPROX. 0.6 KM 3444759.4 |
 DL6712| DL6715 2750 AD                             301.989 METERS 34922     |
 DL6712| DL6716 2750 AE                             APPROX. 0.6 KM 3593122.0 |
 DL6712|---------------------------------------------------------------------|
 DL6712
 DL6712                          SUPERSEDED SURVEY CONTROL
 DL6712
 DL6712.No superseded survey control is available for this station.
 DL6712
 DL6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6930695331(NAD 83)
 DL6712
 DL6712_MARKER: I = METAL ROD
 DL6712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6712_STAMPING: 2750 AA 2008
 DL6712_MARK LOGO: MNDT  
 DL6712_PROJECTION: RECESSED 3 CENTIMETERS
 DL6712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6712+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6712_ROD/PIPE-DEPTH: 10.7 meters
 DL6712
 DL6712  HISTORY     - Date     Condition        Report By
 DL6712  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6712  HISTORY     - 2008     GOOD             MNDT
 DL6712
 DL6712                          STATION DESCRIPTION
 DL6712
 DL6712'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6712'THE MARK IS IN BROOKLYN PARK, 0.1 MILE NORTH ALONG COUNTY ROAD 169
 DL6712'FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND TRUNK HIGHWAY
 DL6712'169, AT TRUNK HIGHWAY 169 MILEPOINT 139.9, 300.0 FEET EAST OF
 DL6712'NORTHBOUND TRUNK HGIHWAY 169, 39.1 FEET SOUTHWEST OF BACK PACKING LOT
 DL6712'CURB (SAUVI FORMAL WEAR), 81.2 FEET SOUTHEAST OF POWER POLE WITH GUY
 DL6712'WIRE, 120.9 FEET NORTH-NORTHWEST OF SOUTH POWER POLE, 1.2 FEET WEST OF
 DL6712'WITNESS POST.
 DL6712
 DL6712                          STATION RECOVERY (2008)
 DL6712
 DL6712'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6713 ***********************************************************************
 DL6713  DESIGNATION -  2750 AB
 DL6713  PID         -  DL6713
 DL6713  STATE/COUNTY-  MN/HENNEPIN
 DL6713  COUNTRY     -  US
 DL6713  USGS QUAD   -  OSSEO (1993)
 DL6713
 DL6713                         *CURRENT SURVEY CONTROL
 DL6713  ______________________________________________________________________
 DL6713* NAD 83(2007) POSITION- 45 06 38.17443(N) 093 23 31.91263(W)   ADJUSTED  
 DL6713* NAD 83(2007) ELLIP HT-   242.779 (meters)        (03/18/10)   ADJUSTED
 DL6713* NAD 83(2007) EPOCH   -  2002.00
 DL6713* NAVD 88 ORTHO HEIGHT -   270.23   (meters)     886.6   (feet) LEVELING  
 DL6713  ______________________________________________________________________
 DL6713  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DL6713  NAD 83(2007) X  -   -266,803.204 (meters)                     COMP
 DL6713  NAD 83(2007) Y  - -4,501,161.909 (meters)                     COMP
 DL6713  NAD 83(2007) Z  -  4,496,203.588 (meters)                     COMP
 DL6713  LAPLACE CORR    -          4.13  (seconds)                    DEFLEC09
 DL6713  HORZ ORDER      -  FIRST
 DL6713  VERT ORDER      -  THIRD
 DL6713  ELLP ORDER      -  THIRD     CLASS II
 DL6713
 DL6713.The horizontal coordinates were established by GPS observations
 DL6713.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6713
 DL6713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6713.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6713
 DL6713.The horizontal coordinates are valid at the epoch date displayed above
 DL6713.which is a decimal equivalence of Year/Month/Day.
 DL6713
 DL6713.The orthometric height was determined by differential leveling.
 DL6713.The vertical network tie was performed by a horz. field party for horz.
 DL6713.obs reductions. Reset procedures were used to establish the elevation.
 DL6713
 DL6713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6713
 DL6713.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6713
 DL6713.The ellipsoidal height was determined by GPS observations
 DL6713.and is referenced to NAD 83.
 DL6713
 DL6713. The following values were computed from the NAD 83(2007) position.
 DL6713
 DL6713;                    North         East     Units Scale Factor Converg.
 DL6713;SPC MN S     -   334,695.952   847,829.511   MT  0.99997855   +0 25 33.7
 DL6713;SPC MN S     - 1,098,081.64  2,781,587.32   sFT  0.99997855   +0 25 33.7
 DL6713;UTM  15      - 4,995,312.032   469,148.331   MT  0.99961170   -0 16 40.3
 DL6713
 DL6713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6713!SPC MN S     -   0.99996194  x   0.99997855  =   0.99994049
 DL6713!UTM  15      -   0.99996194  x   0.99961170  =   0.99957365
 DL6713
 DL6713|---------------------------------------------------------------------|
 DL6713| PID    Reference Object                     Distance      Geod. Az  |
 DL6713|                                                           dddmmss.s |
 DL6713| DL6714 2750 AC                             325.044 METERS 00321     |
 DL6713| DL6715 2750 AD                             333.589 METERS 01758     |
 DL6713| DL6712 2750 AA                             159.951 METERS 08238     |
 DL6713| DL6711 2721 Z                              201.417 METERS 21902     |
 DL6713| DL6705 2721 AA                             318.787 METERS 28251     |
 DL6713|---------------------------------------------------------------------|
 DL6713
 DL6713                          SUPERSEDED SURVEY CONTROL
 DL6713
 DL6713.No superseded survey control is available for this station.
 DL6713
 DL6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6914895312(NAD 83)
 DL6713
 DL6713_MARKER: I = METAL ROD
 DL6713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6713_STAMPING: 2750 AB 2008
 DL6713_MARK LOGO: MNDT  
 DL6713_PROJECTION: RECESSED 8 CENTIMETERS
 DL6713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6713+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6713_ROD/PIPE-DEPTH:  3.4 meters
 DL6713
 DL6713  HISTORY     - Date     Condition        Report By
 DL6713  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6713  HISTORY     - 2008     GOOD             MNDT
 DL6713
 DL6713                          STATION DESCRIPTION
 DL6713
 DL6713'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6713'THE MARK IS IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6713'JUNCTION OF COUNTY ROAD 81 AND COUNTY 109 (85TH AVENUE), THEN 0.25
 DL6713'MILE EAST ON 3RD STREET SOUTHEAST, THEN 0.1 MILE SOUTH ON 7TH AVENUE
 DL6713'SOUTHEAST, THEN 33.2 FEET SOUTH OF 4TH STREET SOUTHEAST, 30.7 FEET
 DL6713'WEST OF 8TH AVENUE SOUTHEAST (EXTENDED), AT JUNCTION OF 4TH STREET
 DL6713'SOUTHEAST AND 8TH AVENUE SOUTHEAST, 53.2 SOUTH OF LIGHT POLE, 57.2
 DL6713'FEET WEST OF FENCE, 1.8 FEET SOUTH OF WITNESS POST.
 DL6713
 DL6713                          STATION RECOVERY (2008)
 DL6713
 DL6713'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6714 ***********************************************************************
 DL6714  DESIGNATION -  2750 AC
 DL6714  PID         -  DL6714
 DL6714  STATE/COUNTY-  MN/HENNEPIN
 DL6714  COUNTRY     -  US
 DL6714  USGS QUAD   -  OSSEO (1993)
 DL6714
 DL6714                         *CURRENT SURVEY CONTROL
 DL6714  ______________________________________________________________________
 DL6714* NAD 83(2007) POSITION- 45 06 48.68570(N) 093 23 31.04391(W)   ADJUSTED  
 DL6714* NAD 83(2007) ELLIP HT-   242.720 (meters)        (03/18/10)   ADJUSTED
 DL6714* NAD 83(2007) EPOCH   -  2002.00
 DL6714* NAVD 88 ORTHO HEIGHT -   270.19   (meters)     886.4   (feet) LEVELING  
 DL6714  ______________________________________________________________________
 DL6714  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DL6714  NAD 83(2007) X  -   -266,770.641 (meters)                     COMP
 DL6714  NAD 83(2007) Y  - -4,500,933.489 (meters)                     COMP
 DL6714  NAD 83(2007) Z  -  4,496,432.554 (meters)                     COMP
 DL6714  LAPLACE CORR    -          4.26  (seconds)                    DEFLEC09
 DL6714  HORZ ORDER      -  FIRST
 DL6714  VERT ORDER      -  THIRD
 DL6714  ELLP ORDER      -  THIRD     CLASS II
 DL6714
 DL6714.The horizontal coordinates were established by GPS observations
 DL6714.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6714
 DL6714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6714.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6714
 DL6714.The horizontal coordinates are valid at the epoch date displayed above
 DL6714.which is a decimal equivalence of Year/Month/Day.
 DL6714
 DL6714.The orthometric height was determined by differential leveling.
 DL6714.The vertical network tie was performed by a horz. field party for horz.
 DL6714.obs reductions. Reset procedures were used to establish the elevation.
 DL6714
 DL6714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6714
 DL6714.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6714
 DL6714.The ellipsoidal height was determined by GPS observations
 DL6714.and is referenced to NAD 83.
 DL6714
 DL6714. The following values were computed from the NAD 83(2007) position.
 DL6714
 DL6714;                    North         East     Units Scale Factor Converg.
 DL6714;SPC MN S     -   335,020.566   847,846.086   MT  0.99997910   +0 25 34.3
 DL6714;SPC MN S     - 1,099,146.64  2,781,641.70   sFT  0.99997910   +0 25 34.3
 DL6714;UTM  15      - 4,995,636.299   469,168.886   MT  0.99961169   -0 16 39.7
 DL6714
 DL6714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6714!SPC MN S     -   0.99996195  x   0.99997910  =   0.99994105
 DL6714!UTM  15      -   0.99996195  x   0.99961169  =   0.99957365
 DL6714
 DL6714:                Primary Azimuth Mark                     Grid Az
 DL6714:SPC MN S     -  2721 AA                                  232 00 54.2
 DL6714:UTM  15      -  2721 AA                                  232 43 08.2
 DL6714
 DL6714|---------------------------------------------------------------------|
 DL6714| PID    Reference Object                     Distance      Geod. Az  |
 DL6714|                                                           dddmmss.s |
 DL6714| DL6716 2750 AE                             327.837 METERS 02414     |
 DL6714| DL6705 2721 AA                             416.025 METERS 2322628.5 |
 DL6714| DL6717 2750 AF                             269.941 METERS 35634     |
 DL6714|---------------------------------------------------------------------|
 DL6714
 DL6714                          SUPERSEDED SURVEY CONTROL
 DL6714
 DL6714.No superseded survey control is available for this station.
 DL6714
 DL6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6916895636(NAD 83)
 DL6714
 DL6714_MARKER: I = METAL ROD
 DL6714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6714_STAMPING: 2750 AC 2008
 DL6714_MARK LOGO: MNDT  
 DL6714_PROJECTION: RECESSED 5 CENTIMETERS
 DL6714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6714+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6714_ROD/PIPE-DEPTH:  3.4 meters
 DL6714
 DL6714  HISTORY     - Date     Condition        Report By
 DL6714  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6714  HISTORY     - 2008     GOOD             MNDT
 DL6714
 DL6714                          STATION DESCRIPTION
 DL6714
 DL6714'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6714'THE MARK IS IN OSSEO, 0.2 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6714'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE), THEN
 DL6714'0.25 MILE EAST ON 3RD STREET SOUTHEAST, THEN 0.05 MILE NORTH ON 8TH
 DL6714'AVENUE SOUTHEAST, 20.3 FEET EAST OF 8TH AVENUE SOUTHEAST, 304.1 FEET
 DL6714'SOUTH OF 2ND STREET SOUTHEAST, 96.3 FEET SOUTHWEST OF RIGHT-OF-WAY
 DL6714'SIGN, 53.1 FEET WEST OF FENCE, 1.6 FEET WEST OF WITNESS POST.
 DL6714
 DL6714                          STATION RECOVERY (2008)
 DL6714
 DL6714'RECOVERY NOTE BY MN DEPT OF TRANSP 2008
 DL6714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6715 ***********************************************************************
 DL6715  DESIGNATION -  2750 AD
 DL6715  PID         -  DL6715
 DL6715  STATE/COUNTY-  MN/HENNEPIN
 DL6715  COUNTRY     -  US
 DL6715  USGS QUAD   -  OSSEO (1993)
 DL6715
 DL6715                         *CURRENT SURVEY CONTROL
 DL6715  ______________________________________________________________________
 DL6715* NAD 83(2007) POSITION- 45 06 48.45333(N) 093 23 27.20431(W)   ADJUSTED  
 DL6715* NAD 83(2007) ELLIP HT-   241.184 (meters)        (03/18/10)   ADJUSTED
 DL6715* NAD 83(2007) EPOCH   -  2002.00
 DL6715* NAVD 88 ORTHO HEIGHT -   268.65   (meters)     881.4   (feet) LEVELING  
 DL6715  ______________________________________________________________________
 DL6715  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DL6715  NAD 83(2007) X  -   -266,687.093 (meters)                     COMP
 DL6715  NAD 83(2007) Y  - -4,500,942.445 (meters)                     COMP
 DL6715  NAD 83(2007) Z  -  4,496,426.403 (meters)                     COMP
 DL6715  LAPLACE CORR    -          4.23  (seconds)                    DEFLEC09
 DL6715  HORZ ORDER      -  FIRST
 DL6715  VERT ORDER      -  THIRD
 DL6715  ELLP ORDER      -  THIRD     CLASS II
 DL6715
 DL6715.The horizontal coordinates were established by GPS observations
 DL6715.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6715
 DL6715.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6715.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6715
 DL6715.The horizontal coordinates are valid at the epoch date displayed above
 DL6715.which is a decimal equivalence of Year/Month/Day.
 DL6715
 DL6715.The orthometric height was determined by differential leveling.
 DL6715.The vertical network tie was performed by a horz. field party for horz.
 DL6715.obs reductions. Reset procedures were used to establish the elevation.
 DL6715
 DL6715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6715
 DL6715.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6715
 DL6715.The ellipsoidal height was determined by GPS observations
 DL6715.and is referenced to NAD 83.
 DL6715
 DL6715. The following values were computed from the NAD 83(2007) position.
 DL6715
 DL6715;                    North         East     Units Scale Factor Converg.
 DL6715;SPC MN S     -   335,014.018   847,930.064   MT  0.99997909   +0 25 37.0
 DL6715;SPC MN S     - 1,099,125.16  2,781,917.22   sFT  0.99997909   +0 25 37.0
 DL6715;UTM  15      - 4,995,628.723   469,252.746   MT  0.99961162   -0 16 37.0
 DL6715
 DL6715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6715!SPC MN S     -   0.99996219  x   0.99997909  =   0.99994128
 DL6715!UTM  15      -   0.99996219  x   0.99961162  =   0.99957382
 DL6715
 DL6715|---------------------------------------------------------------------|
 DL6715| PID    Reference Object                     Distance      Geod. Az  |
 DL6715|                                                           dddmmss.s |
 DL6715| DL6716 2750 AE                             310.268 METERS 00924     |
 DL6715| DL6714 2750 AC                              84.234 METERS 27453     |
 DL6715| DL6717 2750 AF                             294.184 METERS 34006     |
 DL6715|---------------------------------------------------------------------|
 DL6715
 DL6715                          SUPERSEDED SURVEY CONTROL
 DL6715
 DL6715.No superseded survey control is available for this station.
 DL6715
 DL6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6925295628(NAD 83)
 DL6715
 DL6715_MARKER: I = METAL ROD
 DL6715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6715_STAMPING: 2750 AD 2008
 DL6715_MARK LOGO: MNDT  
 DL6715_PROJECTION: FLUSH
 DL6715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6715+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6715_ROD/PIPE-DEPTH: 12.2 meters
 DL6715
 DL6715  HISTORY     - Date     Condition        Report By
 DL6715  HISTORY     - 20080604 MONUMENTED       MNDT
 DL6715  HISTORY     - 2008     GOOD             MNDT
 DL6715
 DL6715                          STATION DESCRIPTION
 DL6715
 DL6715'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6715'THE MARK IS IN BROOKLYN PARK, 0.3 MILE NORTH ALONG TRUNK HIGHWAY 169
 DL6715'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 109 (85TH
 DL6715'AVENUE), AT TRUNK HIGHWAY 169 MILEPOINT 140.1, 53.9 FEET EAST OF
 DL6715'NORTHBOUND TRUNK HIGHWAY 169, 88.3 FEET NORTHWEST OF CORNER OF
 DL6715'BUILDING (FISHING TACKLE OUTLET), 66.0 FEET NORTHWEST OF AURORA
 DL6715'BUSINESS CENTER SIGN, 11.5 FEET WEST OF BACK OF PARKING LOT CURB, 1.7
 DL6715'FEET WEST OF WITNESS POST.
 DL6715
 DL6715                          STATION RECOVERY (2008)
 DL6715
 DL6715'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6715'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6716 ***********************************************************************
 DL6716  DESIGNATION -  2750 AE
 DL6716  PID         -  DL6716
 DL6716  STATE/COUNTY-  MN/HENNEPIN
 DL6716  COUNTRY     -  US
 DL6716  USGS QUAD   -  OSSEO (1993)
 DL6716
 DL6716                         *CURRENT SURVEY CONTROL
 DL6716  ______________________________________________________________________
 DL6716* NAD 83(2007) POSITION- 45 06 58.36895(N) 093 23 24.88562(W)   ADJUSTED  
 DL6716* NAD 83(2007) ELLIP HT-   241.210 (meters)        (03/18/10)   ADJUSTED
 DL6716* NAD 83(2007) EPOCH   -  2002.00
 DL6716* NAVD 88 ORTHO HEIGHT -   268.69   (meters)     881.5   (feet) LEVELING  
 DL6716  ______________________________________________________________________
 DL6716  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DL6716  NAD 83(2007) X  -   -266,623.672 (meters)                     COMP
 DL6716  NAD 83(2007) Y  - -4,500,728.953 (meters)                     COMP
 DL6716  NAD 83(2007) Z  -  4,496,642.442 (meters)                     COMP
 DL6716  LAPLACE CORR    -          4.34  (seconds)                    DEFLEC09
 DL6716  HORZ ORDER      -  FIRST
 DL6716  VERT ORDER      -  THIRD
 DL6716  ELLP ORDER      -  THIRD     CLASS II
 DL6716
 DL6716.The horizontal coordinates were established by GPS observations
 DL6716.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6716
 DL6716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6716.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6716
 DL6716.The horizontal coordinates are valid at the epoch date displayed above
 DL6716.which is a decimal equivalence of Year/Month/Day.
 DL6716
 DL6716.The orthometric height was determined by differential leveling.
 DL6716.The vertical network tie was performed by a horz. field party for horz.
 DL6716.obs reductions. Reset procedures were used to establish the elevation.
 DL6716
 DL6716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6716
 DL6716.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6716
 DL6716.The ellipsoidal height was determined by GPS observations
 DL6716.and is referenced to NAD 83.
 DL6716
 DL6716. The following values were computed from the NAD 83(2007) position.
 DL6716
 DL6716;                    North         East     Units Scale Factor Converg.
 DL6716;SPC MN S     -   335,320.482   847,978.462   MT  0.99997960   +0 25 38.6
 DL6716;SPC MN S     - 1,100,130.61  2,782,076.00   sFT  0.99997960   +0 25 38.6
 DL6716;UTM  15      - 4,995,934.456   469,304.886   MT  0.99961158   -0 16 35.4
 DL6716
 DL6716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6716!SPC MN S     -   0.99996218  x   0.99997960  =   0.99994178
 DL6716!UTM  15      -   0.99996218  x   0.99961158  =   0.99957378
 DL6716
 DL6716:                Primary Azimuth Mark                     Grid Az
 DL6716:SPC MN S     -  2750 AA                                  179 05 43.2
 DL6716:UTM  15      -  2750 AA                                  179 47 57.2
 DL6716
 DL6716|---------------------------------------------------------------------|
 DL6716| PID    Reference Object                     Distance      Geod. Az  |
 DL6716|                                                           dddmmss.s |
 DL6716| DL6712 2750 AA                             APPROX. 0.6 KM 1793121.8 |
 DL6716| DL6715 2750 AD                             310.268 METERS 18924     |
 DL6716| DL6714 2750 AC                             327.837 METERS 20415     |
 DL6716| DL6717 2750 AF                             153.633 METERS 25856     |
 DL6716|---------------------------------------------------------------------|
 DL6716
 DL6716                          SUPERSEDED SURVEY CONTROL
 DL6716
 DL6716.No superseded survey control is available for this station.
 DL6716
 DL6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6930495934(NAD 83)
 DL6716
 DL6716_MARKER: I = METAL ROD
 DL6716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6716_STAMPING: 2750 AE 2008
 DL6716_MARK LOGO: MNDT  
 DL6716_PROJECTION: FLUSH
 DL6716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6716+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6716_ROD/PIPE-DEPTH: 10.7 meters
 DL6716
 DL6716  HISTORY     - Date     Condition        Report By
 DL6716  HISTORY     - 20080604 MONUMENTED       MNDT
 DL6716  HISTORY     - 2008     GOOD             MNDT
 DL6716
 DL6716                          STATION DESCRIPTION
 DL6716
 DL6716'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6716'THE MARK IS IN BROOKLYN PARK, 0.5 MILE NORTH ALONG TRUNK HIGHWAY 169
 DL6716'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 109 (85TH
 DL6716'AVENUE), AT TRUNK HIGHWAY 169 MILEPOINT 140.3, 56.0 FEET EAST OF
 DL6716'NORTHBOUND TRUNK HIGHWAY 169, 65.3 FEET NORTH OF FIRE HYDRANT, 17.3
 DL6716'FEET NORTHWEST OF POWER POLE, 3.5 FEET SOUTH OF RIGHT-OF-WAY SIGN
 DL6716'POST, 2.7 FEET SOUTH OF WITNESS POST.
 DL6716
 DL6716                          STATION RECOVERY (2008)
 DL6716
 DL6716'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6717 ***********************************************************************
 DL6717  DESIGNATION -  2750 AF
 DL6717  PID         -  DL6717
 DL6717  STATE/COUNTY-  MN/HENNEPIN
 DL6717  COUNTRY     -  US
 DL6717  USGS QUAD   -  OSSEO (1993)
 DL6717
 DL6717                         *CURRENT SURVEY CONTROL
 DL6717  ______________________________________________________________________
 DL6717* NAD 83(2007) POSITION- 45 06 57.41429(N) 093 23 31.78387(W)   ADJUSTED  
 DL6717* NAD 83(2007) ELLIP HT-   241.291 (meters)        (03/18/10)   ADJUSTED
 DL6717* NAD 83(2007) EPOCH   -  2002.00
 DL6717* NAVD 88 ORTHO HEIGHT -   268.78   (meters)     881.8   (feet) LEVELING  
 DL6717  ______________________________________________________________________
 DL6717  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DL6717  NAD 83(2007) X  -   -266,775.432 (meters)                     COMP
 DL6717  NAD 83(2007) Y  - -4,500,740.936 (meters)                     COMP
 DL6717  NAD 83(2007) Z  -  4,496,621.702 (meters)                     COMP
 DL6717  LAPLACE CORR    -          4.37  (seconds)                    DEFLEC09
 DL6717  HORZ ORDER      -  FIRST
 DL6717  VERT ORDER      -  THIRD
 DL6717  ELLP ORDER      -  THIRD     CLASS II
 DL6717
 DL6717.The horizontal coordinates were established by GPS observations
 DL6717.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6717
 DL6717.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6717.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6717
 DL6717.The horizontal coordinates are valid at the epoch date displayed above
 DL6717.which is a decimal equivalence of Year/Month/Day.
 DL6717
 DL6717.The orthometric height was determined by differential leveling.
 DL6717.The vertical network tie was performed by a horz. field party for horz.
 DL6717.obs reductions. Reset procedures were used to establish the elevation.
 DL6717
 DL6717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6717
 DL6717.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6717
 DL6717.The ellipsoidal height was determined by GPS observations
 DL6717.and is referenced to NAD 83.
 DL6717
 DL6717. The following values were computed from the NAD 83(2007) position.
 DL6717
 DL6717;                    North         East     Units Scale Factor Converg.
 DL6717;SPC MN S     -   335,289.889   847,827.909   MT  0.99997955   +0 25 33.8
 DL6717;SPC MN S     - 1,100,030.24  2,781,582.06   sFT  0.99997955   +0 25 33.8
 DL6717;UTM  15      - 4,995,905.726   469,154.024   MT  0.99961170   -0 16 40.3
 DL6717
 DL6717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6717!SPC MN S     -   0.99996217  x   0.99997955  =   0.99994172
 DL6717!UTM  15      -   0.99996217  x   0.99961170  =   0.99957389
 DL6717
 DL6717|---------------------------------------------------------------------|
 DL6717| PID    Reference Object                     Distance      Geod. Az  |
 DL6717|                                                           dddmmss.s |
 DL6717| DL6716 2750 AE                             153.633 METERS 07856     |
 DL6717|---------------------------------------------------------------------|
 DL6717
 DL6717                          SUPERSEDED SURVEY CONTROL
 DL6717
 DL6717.No superseded survey control is available for this station.
 DL6717
 DL6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6915495905(NAD 83)
 DL6717
 DL6717_MARKER: I = METAL ROD
 DL6717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6717_STAMPING: 2750 AF 2008
 DL6717_MARK LOGO: MNDT  
 DL6717_PROJECTION: RECESSED 3 CENTIMETERS
 DL6717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6717+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6717_ROD/PIPE-DEPTH: 10.7 meters
 DL6717
 DL6717  HISTORY     - Date     Condition        Report By
 DL6717  HISTORY     - 20080610 MONUMENTED       MNDT
 DL6717  HISTORY     - 2008     GOOD             MNDT
 DL6717
 DL6717                          STATION DESCRIPTION
 DL6717
 DL6717'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6717'THE MARK IS IN OSSEO, 0.3 MILE NORTHWEST ALONG COUNTY ROAD 81 FROM THE
 DL6717'JUNCTION OF COUNTY ROAD 81 AND COUNTY ROAD 109 (85TH AVENUE), THEN 0.3
 DL6717'MILE NORTH ON 4TH AVENUE SOUTHEAST, THEN 0.2 MILE EAST ON BROADWAY
 DL6717'AVENUE EAST, 48.7 FEET SOUTH OF BROADWAY AVENUE EAST, 45.7 FEET WEST
 DL6717'OF 8TH AVENUE NORTHEAST, 79.2 FEET SOUTHWEST OF HIGH TENSION POWER
 DL6717'POLE, 20.0 FEET WEST OF LIGHT POLE/WITNESS POST.
 DL6717
 DL6717                          STATION RECOVERY (2008)
 DL6717
 DL6717'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6717'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2393 ***********************************************************************
 QO2393  DESIGNATION -  2750 F
 QO2393  PID         -  QO2393
 QO2393  STATE/COUNTY-  MN/HENNEPIN
 QO2393  COUNTRY     -  US
 QO2393  USGS QUAD   -  OSSEO (1993)
 QO2393
 QO2393                         *CURRENT SURVEY CONTROL
 QO2393  ______________________________________________________________________
 QO2393* NAD 83(1986) POSITION- 45 06 57.62   (N) 093 23 30.67   (W)   HD_HELD1  
 QO2393* NAVD 88 ORTHO HEIGHT -   268.374  (meters)     880.49  (feet) ADJUSTED  
 QO2393  ______________________________________________________________________
 QO2393  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 QO2393  DYNAMIC HEIGHT  -        268.364 (meters)      880.46  (feet) COMP
 QO2393  MODELED GRAVITY -    980,573.7   (mgal)                       NAVD 88
 QO2393
 QO2393  VERT ORDER      -  SECOND    CLASS II
 QO2393
 QO2393.The horizontal coordinates were established by differentially corrected
 QO2393.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2393.
 QO2393.The orthometric height was determined by differential leveling and
 QO2393.adjusted in June 1995.
 QO2393
 QO2393.Photographs are available for this station.
 QO2393
 QO2393.The dynamic height is computed by dividing the NAVD 88
 QO2393.geopotential number by the normal gravity value computed on the
 QO2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2393.degrees latitude (g = 980.6199 gals.).
 QO2393
 QO2393.The modeled gravity was interpolated from observed gravity values.
 QO2393
 QO2393;                    North         East    Units  Estimated Accuracy
 QO2393;SPC MN S     -   335,296.4     847,852.2     MT  (+/- 3 meters HH1 GPS) 
 QO2393
 QO2393                          SUPERSEDED SURVEY CONTROL
 QO2393
 QO2393.No superseded survey control is available for this station.
 QO2393
 QO2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6917895911(NAD 83)
 QO2393
 QO2393_MARKER: DV = VERTICAL CONTROL DISK
 QO2393_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO2393_SP_SET: STEEL POWER POLE BASE
 QO2393_STAMPING: 2750 F 1981
 QO2393_MARK LOGO: MNDT  
 QO2393_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2393+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO2393
 QO2393  HISTORY     - Date     Condition        Report By
 QO2393  HISTORY     - 1981     MONUMENTED       MNDT
 QO2393  HISTORY     - 20040606 GOOD             USPSQD
 QO2393  HISTORY     - 20051112 GOOD             USPSQD
 QO2393  HISTORY     - 20070726 GOOD             MNDT
 QO2393  HISTORY     - 20080522 GOOD             MNDT
 QO2393
 QO2393                          STATION DESCRIPTION
 QO2393
 QO2393'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2393'THE MARK IS LOCATED IN THE CITY OF OSSEO, 0.5 MI (0.8 KM) EAST ALONG
 QO2393'BROADWAY STREET FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN OSSEO AND
 QO2393'IS IN THE SW 1/4 OF SECTION 18, T119N, R21W.  THE MARK IS 33 FT
 QO2393'(10.1 M) EAST OF THE EXTENDED CENTER OF 8TH AVENUE EAST, 28 FT
 QO2393'(8.5 M) SOUTH OF AND 1 FT (0.3 M) LOWER THAN THE CENTER OF BROADWAY
 QO2393'STREET OR 89TH AVENUE NORTH IN THE SOUTHEAST CORNER OF THE 4 FOOT
 QO2393'SQUARE CONCRETE BASE FOR STEEL POWER POLE NUMBER 92.  THE MARK, A
 QO2393'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 F 1981---, IS
 QO2393'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
 QO2393
 QO2393                          STATION RECOVERY (2004)
 QO2393
 QO2393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2393'TRUNK HIGHWAY 52 IS NOW NAMED CENTRAL AVENUE.
 QO2393
 QO2393                          STATION RECOVERY (2005)
 QO2393
 QO2393'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2393'RECOVERED IN GOOD CONDITION.
 QO2393
 QO2393                          STATION RECOVERY (2007)
 QO2393
 QO2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2393'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHEAST OF HAMEL, 5.7 MI
 QO2393'(9.2 KM) SOUTH OF ANOKA AND 0.6 MI (1.0 KM) EAST-SOUTHEAST OF OSSEO.
 QO2393'TO REACH TO THE MARK IN OSSEO, 0.5 MI (0.8 KM) EAST OF THE JUNCTION OF
 QO2393'COUNTY ROAD 81 AND BROADWAY STREET, 33 FT (10.1 M) EAST OF EIGHTH
 QO2393'AVENUE EAST EXTENDED, 28 FT (8.5 M) SOUTH OF BROADWAY STREET IN
 QO2393'SOUTHEAST CORNER OF BASE OF STEEL POWER POLE NUMBER 92.
 QO2393
 QO2393                          STATION RECOVERY (2008)
 QO2393
 QO2393'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO2393'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2394 ***********************************************************************
 QO2394  DESIGNATION -  2750 G
 QO2394  PID         -  QO2394
 QO2394  STATE/COUNTY-  MN/HENNEPIN
 QO2394  COUNTRY     -  US
 QO2394  USGS QUAD   -  OSSEO (1993)
 QO2394
 QO2394                         *CURRENT SURVEY CONTROL
 QO2394  ______________________________________________________________________
 QO2394* NAD 83(1986) POSITION- 45 07 23.42   (N) 093 23 23.93   (W)   HD_HELD1  
 QO2394* NAVD 88 ORTHO HEIGHT -   269.405  (meters)     883.87  (feet) ADJUSTED  
 QO2394  ______________________________________________________________________
 QO2394  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 QO2394  DYNAMIC HEIGHT  -        269.394 (meters)      883.84  (feet) COMP
 QO2394  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 QO2394
 QO2394  VERT ORDER      -  SECOND    CLASS II
 QO2394
 QO2394.The horizontal coordinates were established by differentially corrected
 QO2394.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2394.
 QO2394.The orthometric height was determined by differential leveling and
 QO2394.adjusted in June 1995.
 QO2394
 QO2394.Photographs are available for this station.
 QO2394
 QO2394.The dynamic height is computed by dividing the NAVD 88
 QO2394.geopotential number by the normal gravity value computed on the
 QO2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2394.degrees latitude (g = 980.6199 gals.).
 QO2394
 QO2394.The modeled gravity was interpolated from observed gravity values.
 QO2394
 QO2394;                    North         East    Units  Estimated Accuracy
 QO2394;SPC MN S     -   336,093.9     847,993.6     MT  (+/- 3 meters HH1 GPS) 
 QO2394
 QO2394                          SUPERSEDED SURVEY CONTROL
 QO2394
 QO2394.No superseded survey control is available for this station.
 QO2394
 QO2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6932996707(NAD 83)
 QO2394
 QO2394_MARKER: DV = VERTICAL CONTROL DISK
 QO2394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2394_SP_SET: ALUMINUM ALLOY ROD
 QO2394_STAMPING: 2750 G 1981
 QO2394_MARK LOGO: MNDT  
 QO2394_PROJECTION: PROJECTING 5 CENTIMETERS
 QO2394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2394+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO2394_ROD/PIPE-DEPTH: 12.2 meters
 QO2394
 QO2394  HISTORY     - Date     Condition        Report By
 QO2394  HISTORY     - 1981     MONUMENTED       MNDT
 QO2394  HISTORY     - 19920416 GOOD             MNDT
 QO2394  HISTORY     - 20011106 GOOD             MNDT
 QO2394  HISTORY     - 20031025 GOOD             USPSQD
 QO2394  HISTORY     - 20051112 GOOD             USPSQD
 QO2394  HISTORY     - 20070726 GOOD             MNDT
 QO2394  HISTORY     - 20080522 GOOD             MNDT
 QO2394
 QO2394                          STATION DESCRIPTION
 QO2394
 QO2394'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2394'THE MARK IS LOCATED IN THE CITY OF OSSEO, 0.6 MI (1.0 KM) EAST ALONG
 QO2394'COUNTY ROAD 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN OSSEO AND
 QO2394'IS IN THE NE 1/4 OF SECTION 18, T119, R21W.  THE MARK IS 196 FT
 QO2394'(59.7 M) EAST OF THE EAST GATE POST AT THE MAIN OF NORTH ENTRANCE TO
 QO2394'THE ST VINCENT CEMETERY, 32.6 FT (9.9 M) SOUTH OF AND ABOUT LEVEL
 QO2394'WITH THE CENTERLINE OF COUNTY ROAD 30, 1.2 FT (0.4 M) WEST OF A
 QO2394'RIGHT-OF-WAY SIGN POST, 0.4 FT (0.1 M) NORTH OF A WROUGHT IRON
 QO2394'FENCE, AND 0.6 FT (0.2 M) EAST OF A STEEL WITNESS POST. THE MARK, A
 QO2394'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 G 1981---, IS
 QO2394'FORCED ONTO THE TOP OF A DRIVEN 5/8 INCH BY 40 FOOT LONG ALUMINUM
 QO2394'ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 QO2394'MAGNETIC.
 QO2394
 QO2394                          STATION RECOVERY (1992)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2394'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2394
 QO2394                          STATION RECOVERY (2001)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2394'RECOVERED AS DESCRIBED.
 QO2394
 QO2394                          STATION RECOVERY (2003)
 QO2394
 QO2394'RECOVERY NOTE BY US POWER SQUADRON 2003
 QO2394'RECOVERED IN GOOD CONDITION.
 QO2394
 QO2394                          STATION RECOVERY (2005)
 QO2394
 QO2394'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2394'RECOVERED IN GOOD CONDITION.
 QO2394
 QO2394                          STATION RECOVERY (2007)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2394'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTHEAST OF HAMEL, 5.2 MI
 QO2394'(8.4 KM) SOUTH OF ANOKA AND 0.7 MI (1.1 KM) EAST-NORTHEAST OF OSSEO.
 QO2394'TO REACH TO THE MARK IN OSSEO, 196 FT (59.7 M) WEST OF TRUNK HIGHWAY
 QO2394'169, 196 FT (59.7 M) EAST OF EAST CEMETERY GATE POST, 32.6 FT (9.9 M)
 QO2394'SOUTH OF COUNTY ROAD 30, 1.2 FT (0.4 M) WEST OF RIGHT OF WAY SIGN
 QO2394'POST, 0.4 FT (0.1 M) NORTH OF A FENCE, 0.6 FT (0.2 M) EAST OF A
 QO2394'WITNESS POST.
 QO2394
 QO2394                          STATION RECOVERY (2008)
 QO2394
 QO2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO2394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2397 ***********************************************************************
 QO2397  DESIGNATION -  2750 J
 QO2397  PID         -  QO2397
 QO2397  STATE/COUNTY-  MN/HENNEPIN
 QO2397  COUNTRY     -  US
 QO2397  USGS QUAD   -  ANOKA (1993)
 QO2397
 QO2397                         *CURRENT SURVEY CONTROL
 QO2397  ______________________________________________________________________
 QO2397* NAD 83(1986) POSITION- 45 07 51.     (N) 093 24 08.     (W)   SCALED    
 QO2397* NAVD 88 ORTHO HEIGHT -   270.853  (meters)     888.62  (feet) ADJUSTED  
 QO2397  ______________________________________________________________________
 QO2397  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO2397  DYNAMIC HEIGHT  -        270.841 (meters)      888.58  (feet) COMP
 QO2397  MODELED GRAVITY -    980,564.2   (mgal)                       NAVD 88
 QO2397
 QO2397  VERT ORDER      -  SECOND    CLASS II
 QO2397
 QO2397.The horizontal coordinates were scaled from a topographic map and have
 QO2397.an estimated accuracy of +/- 6 seconds.
 QO2397.
 QO2397.The orthometric height was determined by differential leveling and
 QO2397.adjusted in June 1995.
 QO2397
 QO2397.Photographs are available for this station.
 QO2397
 QO2397.The dynamic height is computed by dividing the NAVD 88
 QO2397.geopotential number by the normal gravity value computed on the
 QO2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2397.degrees latitude (g = 980.6199 gals.).
 QO2397
 QO2397.The modeled gravity was interpolated from observed gravity values.
 QO2397
 QO2397;                    North         East    Units  Estimated Accuracy
 QO2397;SPC MN S     -   336,940.      847,020.      MT  (+/- 180 meters Scaled)
 QO2397
 QO2397                          SUPERSEDED SURVEY CONTROL
 QO2397
 QO2397.No superseded survey control is available for this station.
 QO2397
 QO2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK683975(NAD 83)
 QO2397
 QO2397_MARKER: DV = VERTICAL CONTROL DISK
 QO2397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO2397_SP_SET: CONCRETE FOOTING
 QO2397_STAMPING: 2750 J 1981
 QO2397_MARK LOGO: MNDT  
 QO2397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2397+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 QO2397
 QO2397  HISTORY     - Date     Condition        Report By
 QO2397  HISTORY     - 1981     MONUMENTED       MNDT
 QO2397  HISTORY     - 19920430 GOOD             MNDT
 QO2397  HISTORY     - 20011106 POOR             MNDT
 QO2397  HISTORY     - 20040606 GOOD             USPSQD
 QO2397  HISTORY     - 20051112 GOOD             USPSQD
 QO2397  HISTORY     - 20061124 GOOD             USPSQD
 QO2397  HISTORY     - 20070723 GOOD             MNDT
 QO2397
 QO2397                          STATION DESCRIPTION
 QO2397
 QO2397'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2397'THE MARK IS LOCATED IN THE CITY OF MAPLE GROVE, NEAR THE JUNCTION OF
 QO2397'TRUNK HIGHWAY 52 AND 97TH AVENUE NORTH IN THE EAST HALF OF SECTION
 QO2397'12, T119N, R22W.  THE MARK IS 87.1 FT (26.5 M) WEST OF AND 2 FT
 QO2397'(0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 52 AND 72 FT (21.9 M)
 QO2397'NORTH OF THE EXTENDED CENTER OF 97TH AVENUE NORTH IN THE EAST SIDE OF
 QO2397'THE CONCRETE BASE FOR HIGH TENSION TOWER NUMBER COX 122.  THE MARK, A
 QO2397'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 J 1981---, IS
 QO2397'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE.
 QO2397
 QO2397                          STATION RECOVERY (1992)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2397'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2397
 QO2397                          STATION RECOVERY (2001)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2397'THE MARK WAS RECOVERED IN POOR CONDITION.  THE MARK IS FLUSH, SLIGHTLY
 QO2397'TIPPED.
 QO2397
 QO2397                          STATION RECOVERY (2004)
 QO2397
 QO2397'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2397'NORTH OF OSSEO, TRUNK HIGHWAY 52 IS NOW NAMED JEFFERSON HIGHWAY NORTH.
 QO2397'THE MARK IS NEAR THE INTERSECTION OF JEFFERSON HIGHWAY NORTH AND 97TH
 QO2397'PLACE NORTH.
 QO2397
 QO2397                          STATION RECOVERY (2005)
 QO2397
 QO2397'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2397'RECOVERED IN GOOD CONDITION.
 QO2397
 QO2397                          STATION RECOVERY (2006)
 QO2397
 QO2397'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2397'RECOVERED IN GOOD CONDITION.
 QO2397
 QO2397                          STATION RECOVERY (2007)
 QO2397
 QO2397'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2397'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF ROGERS,
 QO2397'4.7 MI (7.6 KM) SOUTH OF ANOKA AND 0.8 MI (1.3 KM) NORTH OF OSSEO.
 QO2397' 
 QO2397'TO REACH TO THE MARK IN MAPLE GROVE, NEAR JUNCTION OF JEFFERSON
 QO2397'HIGHWAY (OLD TRUNK HIGHWAY 52) AND 97TH AVENUE NORTH, 87 FT (26.5 M)
 QO2397'WEST OF HIGHWAY, 238 FT (72.5 M) SOUTH OF 97TH PLACE NORTH, IN EAST
 QO2397'SIDE OF BASE OF POWER LINE TOWER CDX 122.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2399 ***********************************************************************
 QO2399  DESIGNATION -  2750 K
 QO2399  PID         -  QO2399
 QO2399  STATE/COUNTY-  MN/HENNEPIN
 QO2399  COUNTRY     -  US
 QO2399  USGS QUAD   -  ANOKA (1993)
 QO2399
 QO2399                         *CURRENT SURVEY CONTROL
 QO2399  ______________________________________________________________________
 QO2399* NAD 83(1986) POSITION- 45 08 16.11   (N) 093 23 25.79   (W)   HD_HELD1  
 QO2399* NAVD 88 ORTHO HEIGHT -   267.514  (meters)     877.67  (feet) ADJUSTED  
 QO2399  ______________________________________________________________________
 QO2399  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO2399  DYNAMIC HEIGHT  -        267.502 (meters)      877.63  (feet) COMP
 QO2399  MODELED GRAVITY -    980,564.1   (mgal)                       NAVD 88
 QO2399
 QO2399  VERT ORDER      -  SECOND    CLASS I
 QO2399
 QO2399.The horizontal coordinates were established by differentially corrected
 QO2399.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2399.
 QO2399.The orthometric height was determined by differential leveling and
 QO2399.adjusted in October 1999.
 QO2399
 QO2399.No vertical observational check was made to the station.
 QO2399
 QO2399.Photographs are available for this station.
 QO2399
 QO2399.The dynamic height is computed by dividing the NAVD 88
 QO2399.geopotential number by the normal gravity value computed on the
 QO2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2399.degrees latitude (g = 980.6199 gals.).
 QO2399
 QO2399.The modeled gravity was interpolated from observed gravity values.
 QO2399
 QO2399;                    North         East    Units  Estimated Accuracy
 QO2399;SPC MN S     -   337,720.1     847,940.8     MT  (+/- 3 meters HH1 GPS) 
 QO2399
 QO2399                          SUPERSEDED SURVEY CONTROL
 QO2399
 QO2399  NAVD 88 (06/23/95)  267.529  (m)          877.72   (f) SUPERSEDED  2 2
 QO2399
 QO2399.Superseded values are not recommended for survey control.
 QO2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2399.See file dsdata.txt to determine how the superseded data were derived.
 QO2399
 QO2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6929698333(NAD 83)
 QO2399
 QO2399_MARKER: DV = VERTICAL CONTROL DISK
 QO2399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2399_SP_SET: ALUMINUM ALLOY ROD
 QO2399_STAMPING: 2750 K 1981
 QO2399_MARK LOGO: MNDT  
 QO2399_PROJECTION: FLUSH
 QO2399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2399+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 QO2399_ROD/PIPE-DEPTH: 15.2 meters
 QO2399
 QO2399  HISTORY     - Date     Condition        Report By
 QO2399  HISTORY     - 1981     MONUMENTED       MNDT
 QO2399  HISTORY     - 19920430 GOOD             MNDT
 QO2399  HISTORY     - 20011106 GOOD             MNDT
 QO2399  HISTORY     - 20031102 GOOD             USPSQD
 QO2399  HISTORY     - 20051112 GOOD             USPSQD
 QO2399  HISTORY     - 20061124 GOOD             USPSQD
 QO2399  HISTORY     - 20070723 GOOD             MNDT
 QO2399
 QO2399                          STATION DESCRIPTION
 QO2399
 QO2399'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2399'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.5 MI (0.8 KM) EAST
 QO2399'ALONG 101ST AVENUE NORTH FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 AND
 QO2399'IN THE SOUTH HALF OF SECTION 6, T119N, R21W.  THE MARK IS 46 FT
 QO2399'(14.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE, 42 FT
 QO2399'(12.8 M) NORTH OF THE CENTER OF 101ST AVENUE NORTH, 3 FT (0.9 M)
 QO2399'NORTHWEST OF POWER POLE NUMBER 179, 1.8 FT (0.5 M) NORTHEAST OF A
 QO2399'CAST IRON HOPRO BOUNDARY MONUMENT, AND 0.6 FT (0.2 M) SOUTHWEST OF A
 QO2399'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QO2399'DISK STAMPED---2750 K 1981---, IS FORCED ONTO THE TOP OF A DRIVEN 50
 QO2399'FOOT LONG ALUMINUM ALLOY ROD THAT PROJECTS 2 INCHES ABOVE THE SURFACE
 QO2399'OF THE GROUND.  THE MARK IS MAGNETIC.
 QO2399
 QO2399                          STATION RECOVERY (1992)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2399'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2399
 QO2399                          STATION RECOVERY (2001)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO2399'RECOVERED AS DESCRIBED.
 QO2399
 QO2399                          STATION RECOVERY (2003)
 QO2399
 QO2399'RECOVERY NOTE BY US POWER SQUADRON 2003
 QO2399'HIGHWAY 52 NO LONGER EXISTS.  THIS MARK IS LOCATED IN THE NE CORNER OF
 QO2399'HWY. 169 AND 101ST AVE.
 QO2399
 QO2399                          STATION RECOVERY (2005)
 QO2399
 QO2399'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2399'GARAGE NOTED IN REPORT HAS BEEN REMOVED.
 QO2399
 QO2399                          STATION RECOVERY (2006)
 QO2399
 QO2399'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2399'RECOVERED IN GOOD CONDITION.
 QO2399
 QO2399                          STATION RECOVERY (2007)
 QO2399
 QO2399'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2399'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF ROGERS,
 QO2399'4.1 MI (6.6 KM) SOUTH OF ANOKA AND 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 QO2399'OSSEO.
 QO2399' 
 QO2399'TO REACH TO THE MARK IN BROOKLYN PARK, 400 FT (121.9 M) EAST OF THE
 QO2399'JUNCTION OF NORTHBOUND TRUNK HIGHWAY 169 AND 101ST AVENUE NORTH, 51.0
 QO2399'FT (15.5 M) EAST OF DRIVEWAY, 42 FT (12.8 M) NORTH OF 101ST AVENUE
 QO2399'NORTH, 3 FT (0.9 M) NORTHWEST OF POWER POLE 179, 1.8 FT (0.5 M)
 QO2399'NORTHEAST OF BOUNDARY MONUMENT, 0.6 FT (0.2 M) SOUTHWEST OF A WITNESS
 QO2399'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2398 ***********************************************************************
 QO2398  DESIGNATION -  2750 L
 QO2398  PID         -  QO2398
 QO2398  STATE/COUNTY-  MN/HENNEPIN
 QO2398  COUNTRY     -  US
 QO2398  USGS QUAD   -  ANOKA (1993)
 QO2398
 QO2398                         *CURRENT SURVEY CONTROL
 QO2398  ______________________________________________________________________
 QO2398* NAD 83(1986) POSITION- 45 08 16.08   (N) 093 24 07.83   (W)   HD_HELD1  
 QO2398* NAVD 88 ORTHO HEIGHT -   268.868  (meters)     882.11  (feet) ADJUSTED  
 QO2398  ______________________________________________________________________
 QO2398  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO2398  DYNAMIC HEIGHT  -        268.855 (meters)      882.07  (feet) COMP
 QO2398  MODELED GRAVITY -    980,560.8   (mgal)                       NAVD 88
 QO2398
 QO2398  VERT ORDER      -  SECOND    CLASS II
 QO2398
 QO2398.The horizontal coordinates were established by differentially corrected
 QO2398.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2398.
 QO2398.The orthometric height was determined by differential leveling and
 QO2398.adjusted in June 1995.
 QO2398
 QO2398.Photographs are available for this station.
 QO2398
 QO2398.The dynamic height is computed by dividing the NAVD 88
 QO2398.geopotential number by the normal gravity value computed on the
 QO2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2398.degrees latitude (g = 980.6199 gals.).
 QO2398
 QO2398.The modeled gravity was interpolated from observed gravity values.
 QO2398
 QO2398;                    North         East    Units  Estimated Accuracy
 QO2398;SPC MN S     -   337,712.4     847,022.3     MT  (+/- 3 meters HH1 GPS) 
 QO2398
 QO2398                          SUPERSEDED SURVEY CONTROL
 QO2398
 QO2398.No superseded survey control is available for this station.
 QO2398
 QO2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6837898337(NAD 83)
 QO2398
 QO2398_MARKER: DV = VERTICAL CONTROL DISK
 QO2398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2398_SP_SET: ALUMINUM ALLOY ROD
 QO2398_STAMPING: 2750 L 1981
 QO2398_MARK LOGO: MNDT  
 QO2398_PROJECTION: RECESSED 23 CENTIMETERS
 QO2398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2398+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 QO2398
 QO2398  HISTORY     - Date     Condition        Report By
 QO2398  HISTORY     - 1981     MONUMENTED       MNDT
 QO2398  HISTORY     - 19920430 GOOD             MNDT
 QO2398  HISTORY     - 20040606 GOOD             USPSQD
 QO2398  HISTORY     - 20051112 POOR             USPSQD
 QO2398  HISTORY     - 20061124 GOOD             USPSQD
 QO2398  HISTORY     - 20070723 GOOD             MNDT
 QO2398
 QO2398                          STATION DESCRIPTION
 QO2398
 QO2398'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2398'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, AT THE JUNCTION OF
 QO2398'TRUNK HIGHWAY 52 AND 101ST AVENUE NORTH, IN THE SOUTHEAST CORNER OF
 QO2398'SECTION 1, T119N, R22W.  THE MARK IS 86.6 FT (26.4 M) WEST OF AND
 QO2398'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 52, 33 FT (10.1 M) NORTH
 QO2398'OF THE CENTER OF 101ST AVENUE NORTH, 1 FT (0.3 M) EAST OF A POWER
 QO2398'POLE WITH GUY WIRES, AND 0.5 FT (0.2 M) EAST OF A STEEL WITNESS
 QO2398'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QO2398'STAMPED---2750 L 1981---, IS FORCED ONTO THE TOP OF A DRIVEN 5/8 INCH
 QO2398'DIAMETER BY 55 FOOT LONG ALUMINUM ALLOY ROD THAT PROJECTS 3 INCHES
 QO2398'ABOVE THE GROUND.  THE MARK IS MAGNETIC.
 QO2398
 QO2398                          STATION RECOVERY (1992)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO2398'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO2398
 QO2398                          STATION RECOVERY (2004)
 QO2398
 QO2398'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 QO2398'NORTH OF OSSEO, TRUNK HIGHWAY 52 IS NOW NAMED JEFFERSON HIGHWAY NORTH.
 QO2398'THE MARK IS IN THE NW CORNER OF THE INTERSECTION OF JEFFERSON HIGHWAY
 QO2398'NORTH AND 101ST AVENUE NORTH, 32 FT WEST OF THE INDICATED POWER POLE
 QO2398'WITH GUY WIRES, 32 FT EAST OF AN ABOVE-GROUND BURIED CABLE ELECTRICAL
 QO2398'PANEL AND .5 FT EAST OF A STEEL WITNESS POST.  IT IS NOW BURIED 9 IN
 QO2398'BELOW THE SURFACE.
 QO2398
 QO2398                          STATION RECOVERY (2005)
 QO2398
 QO2398'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2398'WITNESS POST IS DAMAGED BUT STILL AT LOCATION.  MARK RECOVERED IN GOOD
 QO2398'CONDTION.
 QO2398
 QO2398                          STATION RECOVERY (2006)
 QO2398
 QO2398'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2398'RECOVERED IN GOOD CONDITION.
 QO2398
 QO2398                          STATION RECOVERY (2007)
 QO2398
 QO2398'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2398'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF ROGERS,
 QO2398'4.2 MI (6.8 KM) SOUTH OF ANOKA AND 1.3 MI (2.1 KM) NORTH OF OSSEO.
 QO2398' 
 QO2398'TO REACH TO THE MARK IN BROOKLYN PARK, AT NORTHWEST CORNER OF THE
 QO2398'JUNCTION OF TRUNK HIGHWAY 52 (JEFFERSON HIGHWAY NORTH) AND 101ST
 QO2398'AVENUE NORTH, 86.6 FT (26.4 M) WEST OF TRUNK HIGHWAY 52 (JEFFERSON
 QO2398'HIGHWAY NORTH), 33 FT (10.1 M) NORTH OF 101ST AVENUE NORTH, 32.0 FT
 QO2398'(9.8 M) EAST OF POWER POLE WITH GUY WIRES, 0.5 FT (0.2 M) EAST OF A
 QO2398'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2400 ***********************************************************************
 QO2400  DESIGNATION -  2750 M
 QO2400  PID         -  QO2400
 QO2400  STATE/COUNTY-  MN/HENNEPIN
 QO2400  COUNTRY     -  US
 QO2400  USGS QUAD   -  ANOKA (1993)
 QO2400
 QO2400                         *CURRENT SURVEY CONTROL
 QO2400  ______________________________________________________________________
 QO2400* NAD 83(1986) POSITION- 45 08 42.     (N) 093 23 54.     (W)   SCALED    
 QO2400* NAVD 88 ORTHO HEIGHT -   268.209  (meters)     879.95  (feet) ADJUSTED  
 QO2400  ______________________________________________________________________
 QO2400  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 QO2400  DYNAMIC HEIGHT  -        268.195 (meters)      879.90  (feet) COMP
 QO2400  MODELED GRAVITY -    980,558.8   (mgal)                       NAVD 88
 QO2400
 QO2400  VERT ORDER      -  SECOND    CLASS II
 QO2400
 QO2400.The horizontal coordinates were scaled from a topographic map and have
 QO2400.an estimated accuracy of +/- 6 seconds.
 QO2400.
 QO2400.The orthometric height was determined by differential leveling and
 QO2400.adjusted in June 1995.
 QO2400
 QO2400.The dynamic height is computed by dividing the NAVD 88
 QO2400.geopotential number by the normal gravity value computed on the
 QO2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2400.degrees latitude (g = 980.6199 gals.).
 QO2400
 QO2400.The modeled gravity was interpolated from observed gravity values.
 QO2400
 QO2400;                    North         East    Units  Estimated Accuracy
 QO2400;SPC MN S     -   338,520.      847,320.      MT  (+/- 180 meters Scaled)
 QO2400
 QO2400                          SUPERSEDED SURVEY CONTROL
 QO2400
 QO2400.No superseded survey control is available for this station.
 QO2400
 QO2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK686991(NAD 83)
 QO2400
 QO2400_MARKER: DV = VERTICAL CONTROL DISK
 QO2400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2400_SP_SET: ALUMINUM ALLOY ROD
 QO2400_STAMPING: 2750 M 1981
 QO2400_MARK LOGO: MNDT  
 QO2400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2400
 QO2400  HISTORY     - Date     Condition        Report By
 QO2400  HISTORY     - 1981     MONUMENTED       MNDT
 QO2400  HISTORY     - 20051112 MARK NOT FOUND   USPSQD
 QO2400  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 QO2400
 QO2400                          STATION DESCRIPTION
 QO2400
 QO2400'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2400'THE MARK IS LOCATED IN THE CITY OF BROOKLYN PARK, 0.5 MI (0.8 KM)
 QO2400'NORTH ALONG TRUNK HIGHWAY 52 FROM ITS JUNCTION WITH 101ST AVENUE
 QO2400'NORTH, IN THE NW 1/4 OF SECTION 6, T119N, R21W.  THE MARK IS 41 FT
 QO2400'(12.5 M) SOUTH OF A POWER POLE, 31.3 FT (9.5 M) WEST-NORTHWEST OF
 QO2400'THE CENTERLINE OF HIGHWAY 52, 27.7 FT (8.4 M) EAST OF A 30 INCH OAK
 QO2400'TREE, 15 FT (4.6 M) NORTHWEST OF THE SOUTH END OF A WOOD CORNER
 QO2400'FENCE POST AND 0.8 FT (0.2 M) SOUTHEAST OF A STEEL WITNESS POST. THE
 QO2400'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---2750 M
 QO2400'1981---, IS FORCED ONTO THE TOP OF A DRIVEN 70 FOOT LONG ALUMINUM
 QO2400'ALLOY ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS
 QO2400'MAGNETIC.
 QO2400
 QO2400                          STATION RECOVERY (2005)
 QO2400
 QO2400'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 QO2400'FENCE IS IN DISREPAIR AND CORNER GONE.  METAL POST WHICH MAY HAVE BEEN
 QO2400'WITNESS POST FOUND LYING IN GENERAL AREA.  PROBING AT GPS CORDINATES
 QO2400'DID NOT PRODUCE RESULTS.  AREA OVERGROWN WITH BRUSH.  TRUCNK HIGHWAY
 QO2400'52 IS NOW NAMED JEFFERSON HIGHWAY NORTH.
 QO2400
 QO2400                          STATION RECOVERY (2007)
 QO2400
 QO2400'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2400'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6479 ***********************************************************************
 DK6479  DESIGNATION -  2750 R
 DK6479  PID         -  DK6479
 DK6479  STATE/COUNTY-  MN/HENNEPIN
 DK6479  COUNTRY     -  US
 DK6479  USGS QUAD   -  ANOKA (1993)
 DK6479
 DK6479                         *CURRENT SURVEY CONTROL
 DK6479  ______________________________________________________________________
 DK6479* NAD 83(1986) POSITION- 45 10 00.     (N) 093 23 28.     (W)   SCALED    
 DK6479* NAVD 88 ORTHO HEIGHT -   269.206  (meters)     883.22  (feet) ADJUSTED  
 DK6479  ______________________________________________________________________
 DK6479  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 DK6479  DYNAMIC HEIGHT  -        269.190 (meters)      883.17  (feet) COMP
 DK6479  MODELED GRAVITY -    980,551.2   (mgal)                       NAVD 88
 DK6479
 DK6479  VERT ORDER      -  SECOND    CLASS I
 DK6479
 DK6479.The horizontal coordinates were scaled from a topographic map and have
 DK6479.an estimated accuracy of +/- 6 seconds.
 DK6479.
 DK6479.The orthometric height was determined by differential leveling and
 DK6479.adjusted in October 2008.
 DK6479
 DK6479.No vertical observational check was made to the station.
 DK6479
 DK6479.The dynamic height is computed by dividing the NAVD 88
 DK6479.geopotential number by the normal gravity value computed on the
 DK6479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6479.degrees latitude (g = 980.6199 gals.).
 DK6479
 DK6479.The modeled gravity was interpolated from observed gravity values.
 DK6479
 DK6479;                    North         East    Units  Estimated Accuracy
 DK6479;SPC MN S     -   340,930.      847,870.      MT  (+/- 180 meters Scaled)
 DK6479
 DK6479                          SUPERSEDED SURVEY CONTROL
 DK6479
 DK6479.No superseded survey control is available for this station.
 DK6479
 DK6479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL692015(NAD 83)
 DK6479
 DK6479_MARKER: DD = SURVEY DISK
 DK6479_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK6479+WITH SETTING: PAVEMENT
 DK6479_SP_SET: SIGNAL LIGHT BASE
 DK6479_STAMPING: 2750 R 2002
 DK6479_MARK LOGO: MNDT  
 DK6479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6479+STABILITY: SURFACE MOTION
 DK6479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6479+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DK6479
 DK6479  HISTORY     - Date     Condition        Report By
 DK6479  HISTORY     - 2002     MONUMENTED       MNDT
 DK6479
 DK6479                          STATION DESCRIPTION
 DK6479
 DK6479'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK6479'THE MARK IS 2 MI (3.2 KM) SOUTH OF CHAMPLIN, IN CONCRETE BASE OF
 DK6479'SIGNAL LIGHT AT NE CORNER OF TRUNK HIGHWAY 169 AND 117TH AVENUE, 1.35
 DK6479'MI (2.2 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TH 169
 DK6479'AND COUNTY ROAD 12 IN CHAMPLIN, AT TH 169 MILEPOST 144.05, 43.4 FT
 DK6479'(13.2 M) EAST OF NORTHBOUND TH 169, 56 FT (17.1 M) NORTH OF 117TH
 DK6479'AVENUE, 0.8 FT (0.2 M) WEST OF SIGNAL POLE, FLUSH, NOT MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6478 ***********************************************************************
 DK6478  DESIGNATION -  2750 S
 DK6478  PID         -  DK6478
 DK6478  STATE/COUNTY-  MN/HENNEPIN
 DK6478  COUNTRY     -  US
 DK6478  USGS QUAD   -  ANOKA (1993)
 DK6478
 DK6478                         *CURRENT SURVEY CONTROL
 DK6478  ______________________________________________________________________
 DK6478* NAD 83(1986) POSITION- 45 09 07.     (N) 093 23 29.     (W)   SCALED    
 DK6478* NAVD 88 ORTHO HEIGHT -   268.847  (meters)     882.04  (feet) ADJUSTED  
 DK6478  ______________________________________________________________________
 DK6478  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DK6478  DYNAMIC HEIGHT  -        268.833 (meters)      882.00  (feet) COMP
 DK6478  MODELED GRAVITY -    980,557.5   (mgal)                       NAVD 88
 DK6478
 DK6478  VERT ORDER      -  SECOND    CLASS I
 DK6478
 DK6478.The horizontal coordinates were scaled from a topographic map and have
 DK6478.an estimated accuracy of +/- 6 seconds.
 DK6478.
 DK6478.The orthometric height was determined by differential leveling and
 DK6478.adjusted in October 2008.
 DK6478
 DK6478.No vertical observational check was made to the station.
 DK6478
 DK6478.The dynamic height is computed by dividing the NAVD 88
 DK6478.geopotential number by the normal gravity value computed on the
 DK6478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6478.degrees latitude (g = 980.6199 gals.).
 DK6478
 DK6478.The modeled gravity was interpolated from observed gravity values.
 DK6478
 DK6478;                    North         East    Units  Estimated Accuracy
 DK6478;SPC MN S     -   339,290.      847,860.      MT  (+/- 180 meters Scaled)
 DK6478
 DK6478                          SUPERSEDED SURVEY CONTROL
 DK6478
 DK6478.No superseded survey control is available for this station.
 DK6478
 DK6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK692999(NAD 83)
 DK6478
 DK6478_MARKER: DD = SURVEY DISK
 DK6478_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK6478+WITH SETTING: PAVEMENT
 DK6478_SP_SET: SIGNAL LIGHT BASE
 DK6478_STAMPING: 2750 S 2002
 DK6478_MARK LOGO: MNDT  
 DK6478_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6478+STABILITY: SURFACE MOTION
 DK6478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6478+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DK6478
 DK6478  HISTORY     - Date     Condition        Report By
 DK6478  HISTORY     - 2002     MONUMENTED       MNDT
 DK6478
 DK6478                          STATION DESCRIPTION
 DK6478
 DK6478'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK6478'THE MARK IS 3 MI (4.8 KM) SOUTH-SOUTHEAST OF CHAMPLIN, IN CONCRETE
 DK6478'BASE OF SIGNAL LIGHT AT NE CORNER OF TRUNK HIGHWAY 169 AND 109TH
 DK6478'AVENUE, 2.35 MI (3.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DK6478'JUNCTION OF TH 169 AND COUNTY ROAD 12 IN CHAMPLIN, AT TH 169 MILEPOST
 DK6478'142.9, 37.5 FT (11.4 M) EAST OF NORTHBOUND TH 169, 53.5 FT (16.3 M)
 DK6478'NORTH OF 109TH AVENUE, 0.40 FT (0.1 M) WEST OF SIGNAL LIGHT POLE, MARK
 DK6478'IS SET FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6718 ***********************************************************************
 DL6718  DESIGNATION -  2750 T
 DL6718  PID         -  DL6718
 DL6718  STATE/COUNTY-  MN/HENNEPIN
 DL6718  COUNTRY     -  US
 DL6718  USGS QUAD   -  OSSEO (1993)
 DL6718
 DL6718                         *CURRENT SURVEY CONTROL
 DL6718  ______________________________________________________________________
 DL6718* NAD 83(2007) POSITION- 45 06 13.99358(N) 093 23 48.19682(W)   ADJUSTED  
 DL6718* NAD 83(2007) ELLIP HT-   246.249 (meters)        (03/18/10)   ADJUSTED
 DL6718* NAD 83(2007) EPOCH   -  2002.00
 DL6718* NAVD 88 ORTHO HEIGHT -   273.66   (meters)     897.8   (feet) LEVELING  
 DL6718  ______________________________________________________________________
 DL6718  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DL6718  NAD 83(2007) X  -   -267,190.039 (meters)                     COMP
 DL6718  NAD 83(2007) Y  - -4,501,671.192 (meters)                     COMP
 DL6718  NAD 83(2007) Z  -  4,495,679.177 (meters)                     COMP
 DL6718  LAPLACE CORR    -          3.96  (seconds)                    DEFLEC09
 DL6718  HORZ ORDER      -  FIRST
 DL6718  VERT ORDER      -  THIRD
 DL6718  ELLP ORDER      -  THIRD     CLASS II
 DL6718
 DL6718.The horizontal coordinates were established by GPS observations
 DL6718.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6718
 DL6718.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6718.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6718
 DL6718.The horizontal coordinates are valid at the epoch date displayed above
 DL6718.which is a decimal equivalence of Year/Month/Day.
 DL6718
 DL6718.The orthometric height was determined by differential leveling.
 DL6718.The vertical network tie was performed by a horz. field party for horz.
 DL6718.obs reductions. Reset procedures were used to establish the elevation.
 DL6718
 DL6718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6718
 DL6718.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6718
 DL6718.The ellipsoidal height was determined by GPS observations
 DL6718.and is referenced to NAD 83.
 DL6718
 DL6718. The following values were computed from the NAD 83(2007) position.
 DL6718
 DL6718;                    North         East     Units Scale Factor Converg.
 DL6718;SPC MN S     -   333,946.877   847,479.069   MT  0.99997731   +0 25 22.3
 DL6718;SPC MN S     - 1,095,624.05  2,780,437.58   sFT  0.99997731   +0 25 22.3
 DL6718;UTM  15      - 4,994,567.591   468,788.846   MT  0.99961198   -0 16 51.7
 DL6718
 DL6718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6718!SPC MN S     -   0.99996139  x   0.99997731  =   0.99993870
 DL6718!UTM  15      -   0.99996139  x   0.99961198  =   0.99957339
 DL6718
 DL6718|---------------------------------------------------------------------|
 DL6718| PID    Reference Object                     Distance      Geod. Az  |
 DL6718|                                                           dddmmss.s |
 DL6718| DL6719 2750 U                              133.410 METERS 20400     |
 DL6718| DL6720 2750 V                              391.986 METERS 23253     |
 DL6718|---------------------------------------------------------------------|
 DL6718
 DL6718                          SUPERSEDED SURVEY CONTROL
 DL6718
 DL6718.No superseded survey control is available for this station.
 DL6718
 DL6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6878894567(NAD 83)
 DL6718
 DL6718_MARKER: DD = SURVEY DISK
 DL6718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6718_STAMPING: 2750 T 2008
 DL6718_MARK LOGO: MNDT  
 DL6718_PROJECTION: FLUSH
 DL6718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6718+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6718_ROD/PIPE-DEPTH:  7.6 meters
 DL6718
 DL6718  HISTORY     - Date     Condition        Report By
 DL6718  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6718  HISTORY     - 2008     GOOD             MNDT
 DL6718
 DL6718                          STATION DESCRIPTION
 DL6718
 DL6718'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6718'THE MARK IS IN BROOKLYN PARK, 0.25 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DL6718'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 81, AT
 DL6718'TRUNK HIGHWAY MILEPOINT 139.3, 96.9 FEET NORTHWEST OF SOUTHBOUND TRUNK
 DL6718'HIGHWAY 169, 24.5 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE LINE, 68.8 FEET
 DL6718'WEST OF LIGHT POLE, 1.4 FEET SOUTHEAST OF WITNESS POST.
 DL6718
 DL6718                          STATION RECOVERY (2008)
 DL6718
 DL6718'RECOVERY NOTE BY MN DEPT OF TRANSP 2008
 DL6718'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6719 ***********************************************************************
 DL6719  DESIGNATION -  2750 U
 DL6719  PID         -  DL6719
 DL6719  STATE/COUNTY-  MN/HENNEPIN
 DL6719  COUNTRY     -  US
 DL6719  USGS QUAD   -  OSSEO (1993)
 DL6719
 DL6719                         *CURRENT SURVEY CONTROL
 DL6719  ______________________________________________________________________
 DL6719* NAD 83(2007) POSITION- 45 06 10.04562(N) 093 23 50.67884(W)   ADJUSTED  
 DL6719* NAD 83(2007) ELLIP HT-   254.132 (meters)        (03/18/10)   ADJUSTED
 DL6719* NAD 83(2007) EPOCH   -  2002.00
 DL6719* NAVD 88 ORTHO HEIGHT -   281.54   (meters)     923.7   (feet) LEVELING  
 DL6719  ______________________________________________________________________
 DL6719  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DL6719  NAD 83(2007) X  -   -267,249.655 (meters)                     COMP
 DL6719  NAD 83(2007) Y  - -4,501,759.717 (meters)                     COMP
 DL6719  NAD 83(2007) Z  -  4,495,598.735 (meters)                     COMP
 DL6719  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC09
 DL6719  HORZ ORDER      -  FIRST
 DL6719  VERT ORDER      -  THIRD
 DL6719  ELLP ORDER      -  THIRD     CLASS II
 DL6719
 DL6719.The horizontal coordinates were established by GPS observations
 DL6719.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6719
 DL6719.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6719.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6719
 DL6719.The horizontal coordinates are valid at the epoch date displayed above
 DL6719.which is a decimal equivalence of Year/Month/Day.
 DL6719
 DL6719.The orthometric height was determined by differential leveling.
 DL6719.The vertical network tie was performed by a horz. field party for horz.
 DL6719.obs reductions. Reset procedures were used to establish the elevation.
 DL6719
 DL6719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6719
 DL6719.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6719
 DL6719.The ellipsoidal height was determined by GPS observations
 DL6719.and is referenced to NAD 83.
 DL6719
 DL6719. The following values were computed from the NAD 83(2007) position.
 DL6719
 DL6719;                    North         East     Units Scale Factor Converg.
 DL6719;SPC MN S     -   333,824.607   847,425.708   MT  0.99997711   +0 25 20.5
 DL6719;SPC MN S     - 1,095,222.90  2,780,262.51   sFT  0.99997711   +0 25 20.5
 DL6719;UTM  15      - 4,994,446.031   468,734.006   MT  0.99961202   -0 16 53.5
 DL6719
 DL6719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6719!SPC MN S     -   0.99996016  x   0.99997711  =   0.99993727
 DL6719!UTM  15      -   0.99996016  x   0.99961202  =   0.99957219
 DL6719
 DL6719|---------------------------------------------------------------------|
 DL6719| PID    Reference Object                     Distance      Geod. Az  |
 DL6719|                                                           dddmmss.s |
 DL6719| DL6720 2750 V                              282.610 METERS 24603     |
 DL6719|---------------------------------------------------------------------|
 DL6719
 DL6719                          SUPERSEDED SURVEY CONTROL
 DL6719
 DL6719.No superseded survey control is available for this station.
 DL6719
 DL6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6873494446(NAD 83)
 DL6719
 DL6719_MARKER: DD = SURVEY DISK
 DL6719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6719_STAMPING: 2750 U 2008
 DL6719_MARK LOGO: MNDT  
 DL6719_PROJECTION: RECESSED 5 CENTIMETERS
 DL6719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6719+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6719_ROD/PIPE-DEPTH:  9.8 meters
 DL6719
 DL6719  HISTORY     - Date     Condition        Report By
 DL6719  HISTORY     - 20080605 MONUMENTED       MNDT
 DL6719  HISTORY     - 2008     GOOD             MNDT
 DL6719
 DL6719                          STATION DESCRIPTION
 DL6719
 DL6719'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6719'THE MARK IS IN BROOKLYN PARK, 0.30 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DL6719'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 81, AT
 DL6719'TRUNK HIGHWAY MILEPOINT 139.25, 75.0 FEET NORTHEAST OF NORTHBOUND
 DL6719'TRUNK HIGHWAY 169, 28.8 FEET NORTH OF RIGHT-OF-WAY POST, 7.5 FEET WEST
 DL6719'OF RIGHT-OF-WAY FENCE, 1.5 FEET NORTHWEST OF WITNESS POST.
 DL6719
 DL6719                          STATION RECOVERY (2008)
 DL6719
 DL6719'RECOVERY NOTE BY MN DEPT OF TRANSP 2008
 DL6719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6720 ***********************************************************************
 DL6720  DESIGNATION -  2750 V
 DL6720  PID         -  DL6720
 DL6720  STATE/COUNTY-  MN/HENNEPIN
 DL6720  COUNTRY     -  US
 DL6720  USGS QUAD   -  OSSEO (1993)
 DL6720
 DL6720                         *CURRENT SURVEY CONTROL
 DL6720  ______________________________________________________________________
 DL6720* NAD 83(2007) POSITION- 45 06 06.33039(N) 093 24 02.49299(W)   ADJUSTED  
 DL6720* NAD 83(2007) ELLIP HT-   255.088 (meters)        (03/18/10)   ADJUSTED
 DL6720* NAD 83(2007) EPOCH   -  2002.00
 DL6720* NAVD 88 ORTHO HEIGHT -   282.51   (meters)     926.9   (feet) LEVELING  
 DL6720  ______________________________________________________________________
 DL6720  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DL6720  NAD 83(2007) X  -   -267,512.360 (meters)                     COMP
 DL6720  NAD 83(2007) Y  - -4,501,826.180 (meters)                     COMP
 DL6720  NAD 83(2007) Z  -  4,495,518.455 (meters)                     COMP
 DL6720  LAPLACE CORR    -          4.00  (seconds)                    DEFLEC09
 DL6720  HORZ ORDER      -  FIRST
 DL6720  VERT ORDER      -  THIRD
 DL6720  ELLP ORDER      -  THIRD     CLASS II
 DL6720
 DL6720.The horizontal coordinates were established by GPS observations
 DL6720.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6720
 DL6720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6720.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6720
 DL6720.The horizontal coordinates are valid at the epoch date displayed above
 DL6720.which is a decimal equivalence of Year/Month/Day.
 DL6720
 DL6720.The orthometric height was determined by differential leveling.
 DL6720.The vertical network tie was performed by a horz. field party for horz.
 DL6720.obs reductions. Reset procedures were used to establish the elevation.
 DL6720
 DL6720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6720
 DL6720.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6720
 DL6720.The ellipsoidal height was determined by GPS observations
 DL6720.and is referenced to NAD 83.
 DL6720
 DL6720. The following values were computed from the NAD 83(2007) position.
 DL6720
 DL6720;                    North         East     Units Scale Factor Converg.
 DL6720;SPC MN S     -   333,708.023   847,168.272   MT  0.99997692   +0 25 12.3
 DL6720;SPC MN S     - 1,094,840.41  2,779,417.91   sFT  0.99997692   +0 25 12.3
 DL6720;UTM  15      - 4,994,332.659   468,475.252   MT  0.99961222   -0 17 01.8
 DL6720
 DL6720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6720!SPC MN S     -   0.99996001  x   0.99997692  =   0.99993693
 DL6720!UTM  15      -   0.99996001  x   0.99961222  =   0.99957224
 DL6720
 DL6720|---------------------------------------------------------------------|
 DL6720| PID    Reference Object                     Distance      Geod. Az  |
 DL6720|                                                           dddmmss.s |
 DL6720| DL6721 2750 W                              252.590 METERS 19256     |
 DL6720|---------------------------------------------------------------------|
 DL6720
 DL6720                          SUPERSEDED SURVEY CONTROL
 DL6720
 DL6720.No superseded survey control is available for this station.
 DL6720
 DL6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6847594332(NAD 83)
 DL6720
 DL6720_MARKER: I = METAL ROD
 DL6720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6720_STAMPING: 2750 V 2008
 DL6720_MARK LOGO: MNDT  
 DL6720_PROJECTION: FLUSH
 DL6720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6720+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6720_ROD/PIPE-DEPTH:  6.1 meters
 DL6720
 DL6720  HISTORY     - Date     Condition        Report By
 DL6720  HISTORY     - 20080602 MONUMENTED       MNDT
 DL6720  HISTORY     - 2008     GOOD             MNDT
 DL6720
 DL6720                          STATION DESCRIPTION
 DL6720
 DL6720'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6720'THE MARK IS IN BROOKLYN PARK, 0.5 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DL6720'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 81, AT
 DL6720'TRUNK HIGHWAY 169 MILEPOINT 139.1, 86.8 FEET SOUTHWEST OF SOUTHBOUND
 DL6720'TRUNK HIGHWAY 169, 96.2 FEET NORTHWEST OF POWER POLE WITH TWO GUY
 DL6720'WIRES, 34.7 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE LINE, 1.6 FEET
 DL6720'SOUTHWEST OF WITNESS POST.
 DL6720
 DL6720                          STATION RECOVERY (2008)
 DL6720
 DL6720'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6721 ***********************************************************************
 DL6721  DESIGNATION -  2750 W
 DL6721  PID         -  DL6721
 DL6721  STATE/COUNTY-  MN/HENNEPIN
 DL6721  COUNTRY     -  US
 DL6721  USGS QUAD   -  OSSEO (1993)
 DL6721
 DL6721                         *CURRENT SURVEY CONTROL
 DL6721  ______________________________________________________________________
 DL6721* NAD 83(2007) POSITION- 45 05 58.35591(N) 093 24 05.07994(W)   ADJUSTED  
 DL6721* NAD 83(2007) ELLIP HT-   253.928 (meters)        (03/18/10)   ADJUSTED
 DL6721* NAD 83(2007) EPOCH   -  2002.00
 DL6721* NAVD 88 ORTHO HEIGHT -   281.34   (meters)     923.0   (feet) LEVELING  
 DL6721  ______________________________________________________________________
 DL6721  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DL6721  NAD 83(2007) X  -   -267,579.119 (meters)                     COMP
 DL6721  NAD 83(2007) Y  - -4,501,996.085 (meters)                     COMP
 DL6721  NAD 83(2007) Z  -  4,495,343.860 (meters)                     COMP
 DL6721  LAPLACE CORR    -          3.91  (seconds)                    DEFLEC09
 DL6721  HORZ ORDER      -  FIRST
 DL6721  VERT ORDER      -  THIRD
 DL6721  ELLP ORDER      -  THIRD     CLASS II
 DL6721
 DL6721.The horizontal coordinates were established by GPS observations
 DL6721.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6721
 DL6721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6721
 DL6721.The horizontal coordinates are valid at the epoch date displayed above
 DL6721.which is a decimal equivalence of Year/Month/Day.
 DL6721
 DL6721.The orthometric height was determined by differential leveling.
 DL6721.The vertical network tie was performed by a horz. field party for horz.
 DL6721.obs reductions. Reset procedures were used to establish the elevation.
 DL6721
 DL6721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6721
 DL6721.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6721
 DL6721.The ellipsoidal height was determined by GPS observations
 DL6721.and is referenced to NAD 83.
 DL6721
 DL6721. The following values were computed from the NAD 83(2007) position.
 DL6721
 DL6721;                    North         East     Units Scale Factor Converg.
 DL6721;SPC MN S     -   333,461.445   847,113.519   MT  0.99997652   +0 25 10.4
 DL6721;SPC MN S     - 1,094,031.42  2,779,238.27   sFT  0.99997652   +0 25 10.4
 DL6721;UTM  15      - 4,994,086.862   468,417.495   MT  0.99961226   -0 17 03.6
 DL6721
 DL6721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6721!SPC MN S     -   0.99996019  x   0.99997652  =   0.99993671
 DL6721!UTM  15      -   0.99996019  x   0.99961226  =   0.99957246
 DL6721
 DL6721:                Primary Azimuth Mark                     Grid Az
 DL6721:SPC MN S     -  BARTON                                   182 53 40.2
 DL6721:UTM  15      -  BARTON                                   183 35 54.2
 DL6721
 DL6721|---------------------------------------------------------------------|
 DL6721| PID    Reference Object                     Distance      Geod. Az  |
 DL6721|                                                           dddmmss.s |
 DL6721| DH3150 BARTON                              APPROX. 0.6 KM 1831850.6 |
 DL6721|---------------------------------------------------------------------|
 DL6721
 DL6721                          SUPERSEDED SURVEY CONTROL
 DL6721
 DL6721.No superseded survey control is available for this station.
 DL6721
 DL6721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6841794086(NAD 83)
 DL6721
 DL6721_MARKER: I = METAL ROD
 DL6721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6721_STAMPING: 2750 W 2008
 DL6721_MARK LOGO: MNDT  
 DL6721_PROJECTION: RECESSED 15 CENTIMETERS
 DL6721_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6721+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6721_ROD/PIPE-DEPTH:  6.1 meters
 DL6721
 DL6721  HISTORY     - Date     Condition        Report By
 DL6721  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6721  HISTORY     - 2008     GOOD             MNDT
 DL6721
 DL6721                          STATION DESCRIPTION
 DL6721
 DL6721'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6721'THE MARK IS IN BROOKLYN PARK, 0.6 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DL6721'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 81, AT
 DL6721'TRUNK HIGHWAY 169 MILEPOINT 138.9, 94.0 FEET NORTHEAST OF NORTHBOUND
 DL6721'TRUNK HIGHWAY 169, 141.2 FEET SOUTHEAST OF LIGHT POLE NUMBER R9X18,
 DL6721'1.4 FEET NORTHWEST WITNESS POST.
 DL6721
 DL6721                          STATION RECOVERY (2008)
 DL6721
 DL6721'RECOVERY NOTE BY MN DEPT OF TRANSP 2008
 DL6721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6722 ***********************************************************************
 DL6722  DESIGNATION -  2750 X
 DL6722  PID         -  DL6722
 DL6722  STATE/COUNTY-  MN/HENNEPIN
 DL6722  COUNTRY     -  US
 DL6722  USGS QUAD   -  OSSEO (1993)
 DL6722
 DL6722                         *CURRENT SURVEY CONTROL
 DL6722  ______________________________________________________________________
 DL6722* NAD 83(2007) POSITION- 45 06 31.23508(N) 093 23 22.64521(W)   ADJUSTED  
 DL6722* NAD 83(2007) ELLIP HT-   241.127 (meters)        (03/18/10)   ADJUSTED
 DL6722* NAD 83(2007) EPOCH   -  2002.00
 DL6722* NAVD 88 ORTHO HEIGHT -   268.56   (meters)     881.1   (feet) LEVELING  
 DL6722  ______________________________________________________________________
 DL6722  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DL6722  NAD 83(2007) X  -   -266,609.872 (meters)                     COMP
 DL6722  NAD 83(2007) Y  - -4,501,324.235 (meters)                     COMP
 DL6722  NAD 83(2007) Z  -  4,496,051.225 (meters)                     COMP
 DL6722  LAPLACE CORR    -          3.97  (seconds)                    DEFLEC09
 DL6722  HORZ ORDER      -  FIRST
 DL6722  VERT ORDER      -  THIRD
 DL6722  ELLP ORDER      -  THIRD     CLASS II
 DL6722
 DL6722.The horizontal coordinates were established by GPS observations
 DL6722.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6722
 DL6722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6722.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6722
 DL6722.The horizontal coordinates are valid at the epoch date displayed above
 DL6722.which is a decimal equivalence of Year/Month/Day.
 DL6722
 DL6722.The orthometric height was determined by differential leveling.
 DL6722.The vertical network tie was performed by a horz. field party for horz.
 DL6722.obs reductions. Reset procedures were used to establish the elevation.
 DL6722
 DL6722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6722
 DL6722.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6722
 DL6722.The ellipsoidal height was determined by GPS observations
 DL6722.and is referenced to NAD 83.
 DL6722
 DL6722. The following values were computed from the NAD 83(2007) position.
 DL6722
 DL6722;                    North         East     Units Scale Factor Converg.
 DL6722;SPC MN S     -   334,483.251   848,033.684   MT  0.99997820   +0 25 40.2
 DL6722;SPC MN S     - 1,097,383.80  2,782,257.18   sFT  0.99997820   +0 25 40.2
 DL6722;UTM  15      - 4,995,096.918   469,349.802   MT  0.99961155   -0 16 33.7
 DL6722
 DL6722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6722!SPC MN S     -   0.99996220  x   0.99997820  =   0.99994040
 DL6722!UTM  15      -   0.99996220  x   0.99961155  =   0.99957376
 DL6722
 DL6722|---------------------------------------------------------------------|
 DL6722| PID    Reference Object                     Distance      Geod. Az  |
 DL6722|                                                           dddmmss.s |
 DL6722| DL6723 2750 Y                              147.136 METERS 07250     |
 DL6722| DL6706 2721 AB                             395.866 METERS 25359     |
 DL6722| DL6711 2721 Z                              334.451 METERS 27957     |
 DL6722| DL6713 2750 AB                             294.843 METERS 31636     |
 DL6722| DL6712 2750 AA                             238.810 METERS 34924     |
 DL6722|---------------------------------------------------------------------|
 DL6722
 DL6722                          SUPERSEDED SURVEY CONTROL
 DL6722
 DL6722.No superseded survey control is available for this station.
 DL6722
 DL6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6934995096(NAD 83)
 DL6722
 DL6722_MARKER: I = METAL ROD
 DL6722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6722_STAMPING: 2750 X 2008
 DL6722_MARK LOGO: MNDT  
 DL6722_PROJECTION: FLUSH
 DL6722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6722+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6722_ROD/PIPE-DEPTH: 13.7 meters
 DL6722
 DL6722  HISTORY     - Date     Condition        Report By
 DL6722  HISTORY     - 20080609 MONUMENTED       MNDT
 DL6722  HISTORY     - 2008     GOOD             MNDT
 DL6722
 DL6722                          STATION DESCRIPTION
 DL6722
 DL6722'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6722'THE MARK IS IN BROOKLYN PARK, 265 FEET EAST ALONG COUNTY ROAD 109
 DL6722'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND
 DL6722'TRUNK HIGHWAY 169, 45.8 FEET EAST OF LAKELAND AVENUE NORTH, 40.5 FEET
 DL6722'SOUTH OF COUNTY ROAD 109 (85TH AVENUE), 72.7 FEET NORTHWEST OF BACK OF
 DL6722'CURB IN FLEET FARM PARKING LOT, 8.8 FEET SOUTH OF UTILITY BOX, 24.5
 DL6722'FEET SOUTHEAST OF WITNESS POST.
 DL6722
 DL6722                          STATION RECOVERY (2008)
 DL6722
 DL6722'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6722'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6723 ***********************************************************************
 DL6723  DESIGNATION -  2750 Y
 DL6723  PID         -  DL6723
 DL6723  STATE/COUNTY-  MN/HENNEPIN
 DL6723  COUNTRY     -  US
 DL6723  USGS QUAD   -  OSSEO (1993)
 DL6723
 DL6723                         *CURRENT SURVEY CONTROL
 DL6723  ______________________________________________________________________
 DL6723* NAD 83(2007) POSITION- 45 06 32.64169(N) 093 23 16.21429(W)   ADJUSTED  
 DL6723* NAD 83(2007) ELLIP HT-   239.972 (meters)        (03/18/10)   ADJUSTED
 DL6723* NAD 83(2007) EPOCH   -  2002.00
 DL6723* NAVD 88 ORTHO HEIGHT -   267.41   (meters)     877.3   (feet) LEVELING  
 DL6723  ______________________________________________________________________
 DL6723  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DL6723  NAD 83(2007) X  -   -266,467.664 (meters)                     COMP
 DL6723  NAD 83(2007) Y  - -4,501,301.021 (meters)                     COMP
 DL6723  NAD 83(2007) Z  -  4,496,081.054 (meters)                     COMP
 DL6723  LAPLACE CORR    -          3.94  (seconds)                    DEFLEC09
 DL6723  HORZ ORDER      -  FIRST
 DL6723  VERT ORDER      -  THIRD
 DL6723  ELLP ORDER      -  THIRD     CLASS II
 DL6723
 DL6723.The horizontal coordinates were established by GPS observations
 DL6723.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6723
 DL6723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6723.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6723
 DL6723.The horizontal coordinates are valid at the epoch date displayed above
 DL6723.which is a decimal equivalence of Year/Month/Day.
 DL6723
 DL6723.The orthometric height was determined by differential leveling.
 DL6723.The vertical network tie was performed by a horz. field party for horz.
 DL6723.obs reductions. Reset procedures were used to establish the elevation.
 DL6723
 DL6723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6723
 DL6723.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6723
 DL6723.The ellipsoidal height was determined by GPS observations
 DL6723.and is referenced to NAD 83.
 DL6723
 DL6723. The following values were computed from the NAD 83(2007) position.
 DL6723
 DL6723;                    North         East     Units Scale Factor Converg.
 DL6723;SPC MN S     -   334,527.723   848,173.934   MT  0.99997827   +0 25 44.7
 DL6723;SPC MN S     - 1,097,529.70  2,782,717.32   sFT  0.99997827   +0 25 44.7
 DL6723;UTM  15      - 4,995,139.648   469,490.537   MT  0.99961145   -0 16 29.2
 DL6723
 DL6723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6723!SPC MN S     -   0.99996238  x   0.99997827  =   0.99994065
 DL6723!UTM  15      -   0.99996238  x   0.99961145  =   0.99957384
 DL6723
 DL6723|---------------------------------------------------------------------|
 DL6723| PID    Reference Object                     Distance      Geod. Az  |
 DL6723|                                                           dddmmss.s |
 DL6723| DL6722 2750 X                              147.136 METERS 25250     |
 DL6723| DL6713 2750 AB                             383.321 METERS 29628     |
 DL6723| DL6712 2750 AA                             265.803 METERS 31602     |
 DL6723|---------------------------------------------------------------------|
 DL6723
 DL6723                          SUPERSEDED SURVEY CONTROL
 DL6723
 DL6723.No superseded survey control is available for this station.
 DL6723
 DL6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6949095139(NAD 83)
 DL6723
 DL6723_MARKER: I = METAL ROD
 DL6723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6723_STAMPING: 2750 Y 2008
 DL6723_MARK LOGO: MNDT  
 DL6723_PROJECTION: RECESSED 8 CENTIMETERS
 DL6723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6723+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6723_ROD/PIPE-DEPTH: 12.2 meters
 DL6723
 DL6723  HISTORY     - Date     Condition        Report By
 DL6723  HISTORY     - 20080612 MONUMENTED       MNDT
 DL6723  HISTORY     - 2008     GOOD             MNDT
 DL6723
 DL6723                          STATION DESCRIPTION
 DL6723
 DL6723'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6723'THE MARK IS IN BROOKLYN PARK, 0.2 MILE EAST ALONG COUNTY ROAD 109
 DL6723'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND
 DL6723'TRUNK HIGHWAY 169, 225.5 FEET NORTH OF COUNTY ROAD 109 (85TH AVENUE),
 DL6723'205.0 FEET WEST OF XYLON AVENUE, 11.7 FEET SOUTH OF SPLIT RAIL FENCE,
 DL6723'5.0 FEET SOUTH OF SOUTH EDGE OF SIDEWALK.
 DL6723
 DL6723                          STATION RECOVERY (2008)
 DL6723
 DL6723'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6723'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6724 ***********************************************************************
 DL6724  DESIGNATION -  2750 Z
 DL6724  PID         -  DL6724
 DL6724  STATE/COUNTY-  MN/HENNEPIN
 DL6724  COUNTRY     -  US
 DL6724  USGS QUAD   -  OSSEO (1993)
 DL6724
 DL6724                         *CURRENT SURVEY CONTROL
 DL6724  ______________________________________________________________________
 DL6724* NAD 83(2007) POSITION- 45 06 25.55228(N) 093 23 28.19046(W)   ADJUSTED  
 DL6724* NAD 83(2007) ELLIP HT-   241.731 (meters)        (03/18/10)   ADJUSTED
 DL6724* NAD 83(2007) EPOCH   -  2002.00
 DL6724* NAVD 88 ORTHO HEIGHT -   269.16   (meters)     883.1   (feet) LEVELING  
 DL6724  ______________________________________________________________________
 DL6724  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DL6724  NAD 83(2007) X  -   -266,738.264 (meters)                     COMP
 DL6724  NAD 83(2007) Y  - -4,501,441.560 (meters)                     COMP
 DL6724  NAD 83(2007) Z  -  4,495,927.833 (meters)                     COMP
 DL6724  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC09
 DL6724  HORZ ORDER      -  FIRST
 DL6724  VERT ORDER      -  THIRD
 DL6724  ELLP ORDER      -  THIRD     CLASS II
 DL6724
 DL6724.The horizontal coordinates were established by GPS observations
 DL6724.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6724
 DL6724.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6724.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6724
 DL6724.The horizontal coordinates are valid at the epoch date displayed above
 DL6724.which is a decimal equivalence of Year/Month/Day.
 DL6724
 DL6724.The orthometric height was determined by differential leveling.
 DL6724.The vertical network tie was performed by a horz. field party for horz.
 DL6724.obs reductions. Reset procedures were used to establish the elevation.
 DL6724
 DL6724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6724
 DL6724.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6724
 DL6724.The ellipsoidal height was determined by GPS observations
 DL6724.and is referenced to NAD 83.
 DL6724
 DL6724. The following values were computed from the NAD 83(2007) position.
 DL6724
 DL6724;                    North         East     Units Scale Factor Converg.
 DL6724;SPC MN S     -   334,306.925   847,913.775   MT  0.99997791   +0 25 36.3
 DL6724;SPC MN S     - 1,096,805.30  2,781,863.78   sFT  0.99997791   +0 25 36.3
 DL6724;UTM  15      - 4,994,922.142   469,227.780   MT  0.99961164   -0 16 37.6
 DL6724
 DL6724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6724!SPC MN S     -   0.99996210  x   0.99997791  =   0.99994001
 DL6724!UTM  15      -   0.99996210  x   0.99961164  =   0.99957376
 DL6724
 DL6724:                Primary Azimuth Mark                     Grid Az
 DL6724:SPC MN S     -  2750 U                                   225 20 22.1
 DL6724:UTM  15      -  2750 U                                   226 02 36.0
 DL6724
 DL6724|---------------------------------------------------------------------|
 DL6724| PID    Reference Object                     Distance      Geod. Az  |
 DL6724|                                                           dddmmss.s |
 DL6724| DL6722 2750 X                              213.240 METERS 03439     |
 DL6724| DL6723 2750 Y                              341.233 METERS 05006     |
 DL6724| DL6719 2750 U                              APPROX. 0.7 KM 2254558.4 |
 DL6724| DL6718 2750 T                              APPROX. 0.6 KM 2304735.7 |
 DL6724| DL6706 2721 AB                             267.592 METERS 28419     |
 DL6724|---------------------------------------------------------------------|
 DL6724
 DL6724                          SUPERSEDED SURVEY CONTROL
 DL6724
 DL6724.No superseded survey control is available for this station.
 DL6724
 DL6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6922794922(NAD 83)
 DL6724
 DL6724_MARKER: I = METAL ROD
 DL6724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6724_STAMPING: 2750 Z 2008
 DL6724_MARK LOGO: MNDT  
 DL6724_PROJECTION: FLUSH
 DL6724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6724+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL6724_ROD/PIPE-DEPTH: 13.7 meters
 DL6724
 DL6724  HISTORY     - Date     Condition        Report By
 DL6724  HISTORY     - 20080603 MONUMENTED       MNDT
 DL6724  HISTORY     - 2008     GOOD             MNDT
 DL6724
 DL6724                          STATION DESCRIPTION
 DL6724
 DL6724'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL6724'THE MARK IS IN BROOKLYN PARK, 0.1 MILE EAST ALONG COUNTY ROAD 109
 DL6724'(85TH AVENUE) FROM THE JUNCTION OF COUNTY ROAD 109 (85TH AVENUE) AND
 DL6724'TRUNK HIGHWAY 169, THEN 0.15 MILE SOUTH ON LAKELAND AVENUE NORTH, 40.7
 DL6724'FEET EAST OF LAKELAND AVENUE, 15.6 FEET WEST OF BACK OF CURB IN FLEET
 DL6724'FARM PARKING LOT, 43.1 FEET SOUTH OF RIGHT TURN LANE SIGN, 27.4 FEET
 DL6724'NORTH OF RIGHT-OF-WAY POST, 1.5 FEET WEST OF WITNESS POST.
 DL6724
 DL6724                          STATION RECOVERY (2008)
 DL6724
 DL6724'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6724'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2048 ***********************************************************************
 PP2048  DESIGNATION -  2752 A
 PP2048  PID         -  PP2048
 PP2048  STATE/COUNTY-  MN/HENNEPIN
 PP2048  COUNTRY     -  US
 PP2048  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP2048
 PP2048                         *CURRENT SURVEY CONTROL
 PP2048  ______________________________________________________________________
 PP2048* NAD 83(1986) POSITION- 44 59 03.     (N) 093 20 56.     (W)   SCALED    
 PP2048* NAVD 88 ORTHO HEIGHT -   270.109  (meters)     886.18  (feet) ADJUSTED  
 PP2048  ______________________________________________________________________
 PP2048  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 PP2048  DYNAMIC HEIGHT  -        270.104 (meters)      886.17  (feet) COMP
 PP2048  MODELED GRAVITY -    980,590.4   (mgal)                       NAVD 88
 PP2048
 PP2048  VERT ORDER      -  SECOND    CLASS I
 PP2048
 PP2048.The horizontal coordinates were scaled from a topographic map and have
 PP2048.an estimated accuracy of +/- 6 seconds.
 PP2048.
 PP2048.The orthometric height was determined by differential leveling and
 PP2048.adjusted in June 1991.
 PP2048
 PP2048.The dynamic height is computed by dividing the NAVD 88
 PP2048.geopotential number by the normal gravity value computed on the
 PP2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2048.degrees latitude (g = 980.6199 gals.).
 PP2048
 PP2048.The modeled gravity was interpolated from observed gravity values.
 PP2048
 PP2048;                    North         East    Units  Estimated Accuracy
 PP2048;SPC MN S     -   320,670.      851,350.      MT  (+/- 180 meters Scaled)
 PP2048
 PP2048                          SUPERSEDED SURVEY CONTROL
 PP2048
 PP2048.No superseded survey control is available for this station.
 PP2048
 PP2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK724812(NAD 83)
 PP2048
 PP2048_MARKER: DV = VERTICAL CONTROL DISK
 PP2048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP2048_SP_SET: BRIDGE ABUTMENT
 PP2048_STAMPING: 2752 A 1978
 PP2048_MARK LOGO: MNDT  
 PP2048_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2048+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 PP2048
 PP2048  HISTORY     - Date     Condition        Report By
 PP2048  HISTORY     - 1978     MONUMENTED       MNDT
 PP2048  HISTORY     - 1979     GOOD             MNDT
 PP2048  HISTORY     - 19790213 GOOD             MNDT
 PP2048  HISTORY     - 1987     GOOD             USPSQD
 PP2048  HISTORY     - 19930607 GOOD             MNDT
 PP2048  HISTORY     - 19980609 GOOD             MNDT
 PP2048
 PP2048                          STATION DESCRIPTION
 PP2048
 PP2048'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2048'IN GOLDEN VALLEY.
 PP2048'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55.
 PP2048'IT IS IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 5974. TRUNK HIGHWAY 100
 PP2048'OVER TRUNK HIGHWAY 55. IT IS AT TRUNK HIGHWAY 55 MILE MARKER 186.6.
 PP2048
 PP2048                          STATION RECOVERY (1979)
 PP2048
 PP2048'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 PP2048'THE MARK IS IN THE TOWN OF GOLDEN VALLEY, IN THE SW 1/4 OF SECTION 19,
 PP2048'T29N, R24W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT OF THE TRUNK
 PP2048'HIGHWAY 100 BRIDGE (NUMBER 5974) OVER TRUNK HIGHWAY 55.  THE MARK, A
 PP2048'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2752 A
 PP2048'1978---, IS SET FLUSH IN A DRILL HOLE IN THE ABUTMENT AT THE
 PP2048'SOUTHEAST CORNER OF THE BRIDGE AT TRUNK HIGHWAY 55 MILE MARKER 186.6.
 PP2048
 PP2048                          STATION RECOVERY (1987)
 PP2048
 PP2048'RECOVERY NOTE BY US POWER SQUADRON 1987 (FEC)
 PP2048'RECOVERED IN GOOD CONDITION.
 PP2048
 PP2048                          STATION RECOVERY (1993)
 PP2048
 PP2048'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP2048'MARK RECOVERED AS FORMERLY DESCRIBED.  FURTHERMORE, THE MARK IS
 PP2048'LOCATED ABOUT 9.1 MI (14.7 KM) SOUTHWEST OF NEW BRIGHTON, 6.9 MI (11.1
 PP2048'KM) NORTHEAST OF HOPKINS AND 4.2 MI (6.7 KM) WEST OF MINNEAPOLIS.
 PP2048
 PP2048                          STATION RECOVERY (1998)
 PP2048
 PP2048'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 PP2048'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3385 ***********************************************************************
 PP3385  DESIGNATION -  2752 B
 PP3385  PID         -  PP3385
 PP3385  STATE/COUNTY-  MN/HENNEPIN
 PP3385  COUNTRY     -  US
 PP3385  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3385
 PP3385                         *CURRENT SURVEY CONTROL
 PP3385  ______________________________________________________________________
 PP3385* NAD 83(1986) POSITION- 44 59 02.89   (N) 093 20 14.71   (W)   HD_HELD1  
 PP3385* NAVD 88 ORTHO HEIGHT -   264.283  (meters)     867.07  (feet) ADJUSTED  
 PP3385  ______________________________________________________________________
 PP3385  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PP3385  DYNAMIC HEIGHT  -        264.278 (meters)      867.05  (feet) COMP
 PP3385  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 PP3385
 PP3385  VERT ORDER      -  SECOND    CLASS I
 PP3385
 PP3385.The horizontal coordinates were established by differentially corrected
 PP3385.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3385.
 PP3385.The orthometric height was determined by differential leveling and
 PP3385.adjusted in June 1995.
 PP3385
 PP3385.Photographs are available for this station.
 PP3385
 PP3385.The dynamic height is computed by dividing the NAVD 88
 PP3385.geopotential number by the normal gravity value computed on the
 PP3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3385.degrees latitude (g = 980.6199 gals.).
 PP3385
 PP3385.The modeled gravity was interpolated from observed gravity values.
 PP3385
 PP3385;                    North         East    Units  Estimated Accuracy
 PP3385;SPC MN S     -   320,675.6     852,254.0     MT  (+/- 3 meters HH1 GPS) 
 PP3385
 PP3385                          SUPERSEDED SURVEY CONTROL
 PP3385
 PP3385.No superseded survey control is available for this station.
 PP3385
 PP3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7339881243(NAD 83)
 PP3385
 PP3385_MARKER: DB = BENCH MARK DISK
 PP3385_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3385_SP_SET: BRIDGE ABUTMENT
 PP3385_STAMPING: 2752 B 1979
 PP3385_MARK LOGO: MNDT  
 PP3385_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP3385+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 PP3385
 PP3385  HISTORY     - Date     Condition        Report By
 PP3385  HISTORY     - 1978     MONUMENTED       MNDT
 PP3385  HISTORY     - 1979     GOOD             MNDT
 PP3385  HISTORY     - 19930322 GOOD             MNDT
 PP3385  HISTORY     - 20051114 GOOD             MNDT
 PP3385  HISTORY     - 20070717 GOOD             MNDT
 PP3385  HISTORY     - 20080728 GOOD             MNDT
 PP3385  HISTORY     - 20100201 GOOD             MNDT
 PP3385
 PP3385                          STATION DESCRIPTION
 PP3385
 PP3385'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3385'IN GOLDEN VALLEY.
 PP3385'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE SE 1/4 OF
 PP3385'SECTION 19, T29N, R24W, IN THE TOP OF THE SOUTHEAST CORNER WINGWALL
 PP3385'OF THE TRUNK HIGHWAY 55 BRIDGE (5891) OVER THE MINNEAPOLIS,
 PP3385'NORTHFIELD, AND SOUTHERN RAILROAD, 0.6 MILE EAST ALONG TRUNK HIGHWAY
 PP3385'55 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100 IN GOLDEN VALLEY.  THE
 PP3385'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2752 B
 PP3385'1978---, IS SET FLUSH IN A DRILL HOLE IN THE WINGWALL IN THE
 PP3385'SOUTHEAST CORNER OF THE BRIDGE.  THE MARK IS AT TRUNK HIGHWAY 55
 PP3385'MILEPOINT 187.3.  NOTE--FOUND INPLACE AND STENCILED AT THIS TIME.
 PP3385
 PP3385                          STATION RECOVERY (1993)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP3385'RECOVERED AS DESCRIBED.
 PP3385
 PP3385                          STATION RECOVERY (2005)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3385'RECOVERED AS DESCRIBED.
 PP3385
 PP3385                          STATION RECOVERY (2007)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP3385'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3385'7.4 MI (11.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.6 MI (5.8 KM) WEST OF
 PP3385'MINNEAPOLIS.
 PP3385' 
 PP3385'TO REACH TO THE MARK IN GOLDEN VALLEY, 0.6 MI (1.0 KM) EAST ALONG EAST
 PP3385'BOUND TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 PP3385'TRUNK HIGHWAY 55, AT EAST BOUND TRUNK HIGHWAY 55 MILE POINT 187.3, IN
 PP3385'SOUTHEAST CORNER OF WING WALL OF TRUNK HIGHWAY 55 BRIDGE 5891 OVER
 PP3385'RAILROAD.
 PP3385
 PP3385                          STATION RECOVERY (2008)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP3385'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3385'7.4 MI (11.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.6 MI (5.8 KM) WEST OF
 PP3385'MINNEAPOLIS.
 PP3385' 
 PP3385'TO REACH TO THE MARK IN GOLDEN VALLEY, GO 0.6 MI (1.0 KM) EAST ALONG
 PP3385'EAST BOUND TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND
 PP3385'TRUNK HIGHWAY 55, AT EAST BOUND TRUNK HIGHWAY 55 MILE POINT 187.3, IN
 PP3385'SOUTHEAST CORNER OF WING WALL OF TRUNK HIGHWAY 55 BRIDGE 5891 OVER
 PP3385'RAILROAD
 PP3385
 PP3385                          STATION RECOVERY (2010)
 PP3385
 PP3385'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 PP3385'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3386 ***********************************************************************
 PP3386  DESIGNATION -  2752 C
 PP3386  PID         -  PP3386
 PP3386  STATE/COUNTY-  MN/HENNEPIN
 PP3386  COUNTRY     -  US
 PP3386  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3386
 PP3386                         *CURRENT SURVEY CONTROL
 PP3386  ______________________________________________________________________
 PP3386* NAD 83(1986) POSITION- 44 59 03.15   (N) 093 19 37.57   (W)   HD_HELD1  
 PP3386* NAVD 88 ORTHO HEIGHT -   254.212  (meters)     834.03  (feet) ADJUSTED  
 PP3386  ______________________________________________________________________
 PP3386  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 PP3386  DYNAMIC HEIGHT  -        254.207 (meters)      834.01  (feet) COMP
 PP3386  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 PP3386
 PP3386  VERT ORDER      -  SECOND    CLASS I
 PP3386
 PP3386.The horizontal coordinates were established by differentially corrected
 PP3386.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3386.
 PP3386.The orthometric height was determined by differential leveling and
 PP3386.adjusted in June 1995.
 PP3386
 PP3386.Photographs are available for this station.
 PP3386
 PP3386.The dynamic height is computed by dividing the NAVD 88
 PP3386.geopotential number by the normal gravity value computed on the
 PP3386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3386.degrees latitude (g = 980.6199 gals.).
 PP3386
 PP3386.The modeled gravity was interpolated from observed gravity values.
 PP3386
 PP3386;                    North         East    Units  Estimated Accuracy
 PP3386;SPC MN S     -   320,690.3     853,067.5     MT  (+/- 3 meters HH1 GPS) 
 PP3386
 PP3386                          SUPERSEDED SURVEY CONTROL
 PP3386
 PP3386.No superseded survey control is available for this station.
 PP3386
 PP3386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7421281248(NAD 83)
 PP3386
 PP3386_MARKER: DV = VERTICAL CONTROL DISK
 PP3386_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PP3386+WITH SETTING: INFORMATION.
 PP3386_SP_SET: METAL ROD WITH BASE PLATE
 PP3386_STAMPING: 2752 C 1979
 PP3386_MARK LOGO: MNDT  
 PP3386_PROJECTION: FLUSH
 PP3386_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP3386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3386+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 PP3386_ROD/PIPE-DEPTH:  2.4 meters
 PP3386
 PP3386  HISTORY     - Date     Condition        Report By
 PP3386  HISTORY     - 1978     MONUMENTED       MNDT
 PP3386  HISTORY     - 20051114 GOOD             MNDT
 PP3386  HISTORY     - 20070717 GOOD             MNDT
 PP3386  HISTORY     - 20080806 GOOD             MNDT
 PP3386  HISTORY     - 20090927 GOOD             MNHD
 PP3386
 PP3386                          STATION DESCRIPTION
 PP3386
 PP3386'DESCRIBED BY MN DEPT OF TRANSP 1978
 PP3386'IN GOLDEN VALLEY.
 PP3386'THE MARK IS LOCATED IN THE TOWN OF GOLDEN VALLEY, IN THE NE 1/4 OF
 PP3386'SECTION 20, T29N, R24W, IN THE TRUNK HIGHWAY 55 MEDIAN, 1.15 MILES
 PP3386'EAST ALONG TRUNK HIGHWAY 55 FROM ITS JUNCTION WITH TRUNK HIGHWAY 100
 PP3386'IN GOLDEN VALLEY.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3386'MONUMENT DISK STAMPED---2752 C 1978---, IS SET ON TOP OF 8 FEET OF
 PP3386'COPPER-CLAD STEEL (MAGNETIC) ROD WITH 4 INCHES OF SIGN POST BOLTED TO
 PP3386'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE
 PP3386'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 33 FEET
 PP3386'NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF TRUNK HIGHWAY 55 AT
 PP3386'MILEPOINT 187.9 (STATION 1776+95), 280 FEET EAST OF THE CENTERLINE OF
 PP3386'WIRTH PARKWAY, 36 FEET WEST OF A 12 INCH SPRUCE TREE, AND 2 FEET WEST
 PP3386'OF A STEEL WITNESS POST.
 PP3386
 PP3386                          STATION RECOVERY (2005)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP3386'RECOVERED AS DESCRIBED.
 PP3386
 PP3386                          STATION RECOVERY (2007)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3386'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3386'7.8 MI (12.6 KM) EAST-NORTHEAST OF HOPKINS AND 3.1 MI (5.0 KM) WEST OF
 PP3386'MINNEAPOLIS.
 PP3386' 
 PP3386'TO REACH TO THE MARK IN GOLDEN VALLEY, 1.15 MI (1.9 KM) EAST OF THE
 PP3386'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, 280 FT (85.3 M)
 PP3386'EAST OF WIRTH PARKWAY, 33 FT (10.1 M) NORTH OF EASTBOUND TRUNK HIGHWAY
 PP3386'55, 2 FT (0.6 M) WEST OF A WITNESS POST, AT TRUNK HIGHWAY 55 MILE
 PP3386'POINT 187.9.
 PP3386
 PP3386                          STATION RECOVERY (2008)
 PP3386
 PP3386'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PP3386'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF NEW BRIGHTON,
 PP3386'7.8 MI (12.6 KM) EAST-NORTHEAST OF HOPKINS AND 3.1 MI (5.0 KM) WEST OF
 PP3386'MINNEAPOLIS.
 PP3386' 
 PP3386'TO REACH TO THE MARK GO IN GOLDEN VALLEY, 1.15 MI (1.9 KM) EAST OF THE
 PP3386'JUNCTION OF TRUNK HIGHWAY 100 AND TRUNK HIGHWAY 55, 280 FT (85.3 M)
 PP3386'EAST OF WIRTH PARKWAY, 33 FT (10.1 M) NORTH OF EASTBOUND TRUNK HIGHWAY
 PP3386'55, 2 FT (0.6 M) WEST OF A WITNESS POST, AT TRUNK HIGHWAY 55 MILE
 PP3386'POINT 187.9.
 PP3386
 PP3386                          STATION RECOVERY (2009)
 PP3386
 PP3386'RECOVERY NOTE BY MN HIGHWAY DEPT 2009 (BJB)
 PP3386'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3859 ***********************************************************************
 DK3859  DESIGNATION -  2752 D
 DK3859  PID         -  DK3859
 DK3859  STATE/COUNTY-  MN/HENNEPIN
 DK3859  COUNTRY     -  US
 DK3859  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3859
 DK3859                         *CURRENT SURVEY CONTROL
 DK3859  ______________________________________________________________________
 DK3859* NAD 83(1986) POSITION- 44 59 01.75   (N) 093 19 00.77   (W)   HD_HELD1  
 DK3859* NAVD 88 ORTHO HEIGHT -   260.420  (meters)     854.39  (feet) ADJUSTED  
 DK3859  ______________________________________________________________________
 DK3859  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DK3859  DYNAMIC HEIGHT  -        260.414 (meters)      854.37  (feet) COMP
 DK3859  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DK3859
 DK3859  VERT ORDER      -  SECOND    CLASS I
 DK3859
 DK3859.The horizontal coordinates were established by differentially corrected
 DK3859.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3859.
 DK3859.The orthometric height was determined by differential leveling and
 DK3859.adjusted in May 2010.
 DK3859
 DK3859.Photographs are available for this station.
 DK3859
 DK3859.The dynamic height is computed by dividing the NAVD 88
 DK3859.geopotential number by the normal gravity value computed on the
 DK3859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3859.degrees latitude (g = 980.6199 gals.).
 DK3859
 DK3859.The modeled gravity was interpolated from observed gravity values.
 DK3859
 DK3859;                    North         East    Units  Estimated Accuracy
 DK3859;SPC MN S     -   320,653.8     853,874.0     MT  (+/- 3 meters HH1 GPS) 
 DK3859
 DK3859                          SUPERSEDED SURVEY CONTROL
 DK3859
 DK3859.No superseded survey control is available for this station.
 DK3859
 DK3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7501781201(NAD 83)
 DK3859
 DK3859_MARKER: DV = VERTICAL CONTROL DISK
 DK3859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3859_SP_SET: BRIDGE ABUTMENT
 DK3859_STAMPING: 2752 D 2005
 DK3859_MARK LOGO: MNDT  
 DK3859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3859+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3859
 DK3859  HISTORY     - Date     Condition        Report By
 DK3859  HISTORY     - 2005     MONUMENTED       MNDT
 DK3859
 DK3859                          STATION DESCRIPTION
 DK3859
 DK3859'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3859'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN SOUTHWEST CORNER OF
 DK3859'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237, 0.40 MI (0.6 KM) WEST ALONG
 DK3859'TRUNK HIGHWAY 55 FROM THE JUNCTION OF EAST BOUND TRUNK HIGHWAY 55 AND
 DK3859'PENN AVENUE IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILE POINT 188.20,
 DK3859'31.0 FT (9.4 M) SOUTH OF EAST BOUND TRUNK HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3860 ***********************************************************************
 DK3860  DESIGNATION -  2752 E
 DK3860  PID         -  DK3860
 DK3860  STATE/COUNTY-  MN/HENNEPIN
 DK3860  COUNTRY     -  US
 DK3860  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK3860
 DK3860                         *CURRENT SURVEY CONTROL
 DK3860  ______________________________________________________________________
 DK3860* NAD 83(1986) POSITION- 44 59 02.82   (N) 093 18 57.19   (W)   HD_HELD1  
 DK3860* NAVD 88 ORTHO HEIGHT -   259.559  (meters)     851.57  (feet) ADJUSTED  
 DK3860  ______________________________________________________________________
 DK3860  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DK3860  DYNAMIC HEIGHT  -        259.554 (meters)      851.55  (feet) COMP
 DK3860  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DK3860
 DK3860  VERT ORDER      -  SECOND    CLASS I
 DK3860
 DK3860.The horizontal coordinates were established by differentially corrected
 DK3860.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK3860.
 DK3860.The orthometric height was determined by differential leveling and
 DK3860.adjusted in May 2010.
 DK3860
 DK3860.Photographs are available for this station.
 DK3860
 DK3860.The dynamic height is computed by dividing the NAVD 88
 DK3860.geopotential number by the normal gravity value computed on the
 DK3860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3860.degrees latitude (g = 980.6199 gals.).
 DK3860
 DK3860.The modeled gravity was interpolated from observed gravity values.
 DK3860
 DK3860;                    North         East    Units  Estimated Accuracy
 DK3860;SPC MN S     -   320,687.5     853,952.2     MT  (+/- 3 meters HH1 GPS) 
 DK3860
 DK3860                          SUPERSEDED SURVEY CONTROL
 DK3860
 DK3860.No superseded survey control is available for this station.
 DK3860
 DK3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7509681234(NAD 83)
 DK3860
 DK3860_MARKER: DV = VERTICAL CONTROL DISK
 DK3860_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3860_SP_SET: BRIDGE ABUTMENT
 DK3860_STAMPING: 2752 E 2005
 DK3860_MARK LOGO: MNDT  
 DK3860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3860+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK3860
 DK3860  HISTORY     - Date     Condition        Report By
 DK3860  HISTORY     - 2005     MONUMENTED       MNDT
 DK3860
 DK3860                          STATION DESCRIPTION
 DK3860
 DK3860'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK3860'AT WEST EDGE OF MINNEAPOLIS, IN BRIDGE ABUTMENT IN NORTHEAST CORNER OF
 DK3860'TRUNK HIGHWAY 55 BRIDGE NUMBER 27237, 0.35 MI (0.6 KM) WEST ALONG
 DK3860'TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND PENN AVENUE
 DK3860'IN MINNEAPOLIS, AT TRUNK HIGHWAY 55 MILE POINT 188.25, 31.0 FT (9.4 M)
 DK3860'NORTH OF NORTH BOUND TRUNK HIGHWAY 55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0845 ***********************************************************************
 QO0845  DESIGNATION -  2755 D
 QO0845  PID         -  QO0845
 QO0845  STATE/COUNTY-  MN/HENNEPIN
 QO0845  COUNTRY     -  US
 QO0845  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0845
 QO0845                         *CURRENT SURVEY CONTROL
 QO0845  ______________________________________________________________________
 QO0845* NAD 83(1986) POSITION- 45 03 31.40   (N) 093 18 30.34   (W)   HD_HELD1  
 QO0845* NAVD 88 ORTHO HEIGHT -   263.575  (meters)     864.75  (feet) ADJUSTED  
 QO0845  ______________________________________________________________________
 QO0845  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO0845  DYNAMIC HEIGHT  -        263.572 (meters)      864.74  (feet) COMP
 QO0845  MODELED GRAVITY -    980,598.1   (mgal)                       NAVD 88
 QO0845
 QO0845  VERT ORDER      -  SECOND    CLASS I
 QO0845
 QO0845.The horizontal coordinates were established by differentially corrected
 QO0845.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0845.
 QO0845.The orthometric height was determined by differential leveling and
 QO0845.adjusted in June 1991.
 QO0845
 QO0845.Photographs are available for this station.
 QO0845
 QO0845.The dynamic height is computed by dividing the NAVD 88
 QO0845.geopotential number by the normal gravity value computed on the
 QO0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0845.degrees latitude (g = 980.6199 gals.).
 QO0845
 QO0845.The modeled gravity was interpolated from observed gravity values.
 QO0845
 QO0845;                    North         East    Units  Estimated Accuracy
 QO0845;SPC MN S     -   328,982.9     854,470.2     MT  (+/- 3 meters HH1 GPS) 
 QO0845
 QO0845                          SUPERSEDED SURVEY CONTROL
 QO0845
 QO0845  NGVD 29 (??/??/92)  263.512  (m)          864.54   (f) ADJ UNCH    2 0
 QO0845
 QO0845.Superseded values are not recommended for survey control.
 QO0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0845.See file dsdata.txt to determine how the superseded data were derived.
 QO0845
 QO0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7571689519(NAD 83)
 QO0845
 QO0845_MARKER: DB = BENCH MARK DISK
 QO0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0845_SP_SET: BRIDGE ABUTMENT
 QO0845_STAMPING: 2755 D 1972
 QO0845_MARK LOGO: MNHD  
 QO0845_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0845+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 QO0845
 QO0845  HISTORY     - Date     Condition        Report By
 QO0845  HISTORY     - 1970     MONUMENTED       MNHD
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 1987     GOOD             USPSQD
 QO0845  HISTORY     - 19980604 GOOD             MNDT
 QO0845  HISTORY     - 20070801 GOOD             MNDT
 QO0845  HISTORY     - 20080703 GOOD             MNDT
 QO0845
 QO0845                          STATION DESCRIPTION
 QO0845
 QO0845'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0845'IN BROOKLYN CENTER.
 QO0845'MARK IS LOCATED 0.95 MILES SOUTH ALONG TH 100 FROM THE JUNCTION OF TH
 QO0845'100 AND FAI 94 IN BROOKLYN CENTER, IN THE SOUTHWEST CORNER OF BRIDGE
 QO0845'NO. 27041, COUNTY ROAD 10 OVER TH 100.  NE 1/4 SECTION 2, T 118N, R
 QO0845'21W.
 QO0845
 QO0845                          STATION RECOVERY (1987)
 QO0845
 QO0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAF)
 QO0845'RECOVERED IN GOOD CONDITION.
 QO0845
 QO0845                          STATION RECOVERY (1987)
 QO0845
 QO0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 QO0845'RECOVERED IN GOOD CONDITION.
 QO0845
 QO0845                          STATION RECOVERY (1987)
 QO0845
 QO0845'RECOVERY NOTE BY US POWER SQUADRON 1987 (BP)
 QO0845'RECOVERED IN GOOD CONDITION.
 QO0845
 QO0845                          STATION RECOVERY (1998)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0845'THE MARK WAS RECOVERED AS DESCRIBED 20.5 FT (6.2 M) SOUTH OF CO RD 10.
 QO0845
 QO0845                          STATION RECOVERY (2007)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0845'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO0845'(9.5 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 5.2 MI (8.4 KM) WEST OF
 QO0845'NEW BRIGHTON.
 QO0845' 
 QO0845'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.95 MI (1.5 KM) SOUTH OF THE
 QO0845'JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 94, 20.5 FT (6.2
 QO0845'M) SOUTH OF COUNTY ROAD 10, IN SOUTHWEST CORNER OF BRIDGE 27041 OVER
 QO0845'TRUNK HIGHWAY 100.
 QO0845
 QO0845                          STATION RECOVERY (2008)
 QO0845
 QO0845'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0845'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0844 ***********************************************************************
 QO0844  DESIGNATION -  2755 E
 QO0844  PID         -  QO0844
 QO0844  STATE/COUNTY-  MN/HENNEPIN
 QO0844  COUNTRY     -  US
 QO0844  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0844
 QO0844                         *CURRENT SURVEY CONTROL
 QO0844  ______________________________________________________________________
 QO0844* NAD 83(1986) POSITION- 45 03 35.34   (N) 093 18 23.21   (W)   HD_HELD1  
 QO0844* NAVD 88 ORTHO HEIGHT -   263.819  (meters)     865.55  (feet) ADJUSTED  
 QO0844  ______________________________________________________________________
 QO0844  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO0844  DYNAMIC HEIGHT  -        263.816 (meters)      865.54  (feet) COMP
 QO0844  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 QO0844
 QO0844  VERT ORDER      -  SECOND    CLASS I
 QO0844
 QO0844.The horizontal coordinates were established by differentially corrected
 QO0844.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0844.
 QO0844.The orthometric height was determined by differential leveling and
 QO0844.adjusted in August 2004.
 QO0844
 QO0844.Photographs are available for this station.
 QO0844
 QO0844.The dynamic height is computed by dividing the NAVD 88
 QO0844.geopotential number by the normal gravity value computed on the
 QO0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0844.degrees latitude (g = 980.6199 gals.).
 QO0844
 QO0844.The modeled gravity was interpolated from observed gravity values.
 QO0844
 QO0844;                    North         East    Units  Estimated Accuracy
 QO0844;SPC MN S     -   329,105.8     854,625.2     MT  (+/- 3 meters HH1 GPS) 
 QO0844
 QO0844                          SUPERSEDED SURVEY CONTROL
 QO0844
 QO0844  NAVD 88 (06/15/91)  263.823  (m)          865.56   (f) SUPERSEDED  2 0
 QO0844  NGVD 29 (??/??/92)  263.760  (m)          865.35   (f) ADJ UNCH    2 0
 QO0844
 QO0844.Superseded values are not recommended for survey control.
 QO0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0844.See file dsdata.txt to determine how the superseded data were derived.
 QO0844
 QO0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7587289640(NAD 83)
 QO0844
 QO0844_MARKER: DB = BENCH MARK DISK
 QO0844_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0844_SP_SET: BRIDGE ABUTMENT
 QO0844_STAMPING: 2755 E 1972
 QO0844_MARK LOGO: MNHD  
 QO0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0844+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 QO0844
 QO0844  HISTORY     - Date     Condition        Report By
 QO0844  HISTORY     - 1972     MONUMENTED       MNHD
 QO0844  HISTORY     - 1987     GOOD             USPSQD
 QO0844  HISTORY     - 19980604 GOOD             MNDT
 QO0844  HISTORY     - 20070802 GOOD             MNDT
 QO0844  HISTORY     - 20080703 GOOD             MNDT
 QO0844
 QO0844                          STATION DESCRIPTION
 QO0844
 QO0844'DESCRIBED BY MN HIGHWAY DEPT 1972
 QO0844'IN BROOKLYN CENTER.
 QO0844'MARK IS LOCATED 0.85 MILES SOUTHWEST ALONG T.H. 100 FROM THE JUNCTION
 QO0844'OF T.H. 100 AND FAI 94 IN BROOKLYN CENTER, IN THE SOUTHEAST CORNER OF
 QO0844'BRIDGE NO. 27042, JOHN MARTIN DRIVE OVER T.H. 100.  NE 1/4 SECTION 3,
 QO0844'T 118N, R 21W.
 QO0844
 QO0844                          STATION RECOVERY (1987)
 QO0844
 QO0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (CAF)
 QO0844'RECOVERED IN GOOD CONDITION.
 QO0844
 QO0844                          STATION RECOVERY (1998)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO0844'THE MARK WAS RECOVERED AS DESCRIBED AND 17.0 FT (5.2 M) NNE OF JOHN
 QO0844'MARTIN DRIVE.
 QO0844
 QO0844                          STATION RECOVERY (2007)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO0844'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 5.9 MI
 QO0844'(9.5 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 5.1 MI (8.2 KM) WEST OF
 QO0844'NEW BRIGHTON.
 QO0844' 
 QO0844'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.85 MI (1.4 KM) SOUTHWEST OF
 QO0844'THE JUNCTION OF TRUNK HIGHWAY 100 AND INTERSTATE HIGHWAY 94, 17.0 FT
 QO0844'(5.2 M) NORTH-NORTHEAST OF JOHN MARTIN DRIVE, IN SOUTHEAST CORNER OF
 QO0844'BRIDGE 27042 OVER TRUNK HIGHWAY 100.
 QO0844
 QO0844                          STATION RECOVERY (2008)
 QO0844
 QO0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0844'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2379 ***********************************************************************
 QO2379  DESIGNATION -  2755 F
 QO2379  PID         -  QO2379
 QO2379  STATE/COUNTY-  MN/HENNEPIN
 QO2379  COUNTRY     -  US
 QO2379  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2379
 QO2379                         *CURRENT SURVEY CONTROL
 QO2379  ______________________________________________________________________
 QO2379* NAD 83(1986) POSITION- 45 02 22.     (N) 093 20 21.     (W)   SCALED    
 QO2379* NAVD 88 ORTHO HEIGHT -   264.472  (meters)     867.69  (feet) ADJUSTED  
 QO2379  ______________________________________________________________________
 QO2379  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 QO2379  DYNAMIC HEIGHT  -        264.468 (meters)      867.68  (feet) COMP
 QO2379  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 QO2379
 QO2379  VERT ORDER      -  SECOND    CLASS I
 QO2379
 QO2379.The horizontal coordinates were scaled from a topographic map and have
 QO2379.an estimated accuracy of +/- 6 seconds.
 QO2379.
 QO2379.The orthometric height was determined by differential leveling and
 QO2379.adjusted in August 2004.
 QO2379
 QO2379.The dynamic height is computed by dividing the NAVD 88
 QO2379.geopotential number by the normal gravity value computed on the
 QO2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2379.degrees latitude (g = 980.6199 gals.).
 QO2379
 QO2379.The modeled gravity was interpolated from observed gravity values.
 QO2379
 QO2379;                    North         East    Units  Estimated Accuracy
 QO2379;SPC MN S     -   326,820.      852,070.      MT  (+/- 180 meters Scaled)
 QO2379
 QO2379                          SUPERSEDED SURVEY CONTROL
 QO2379
 QO2379  NAVD 88 (06/23/95)  264.490  (m)          867.75   (f) SUPERSEDED  2 2
 QO2379
 QO2379.Superseded values are not recommended for survey control.
 QO2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2379.See file dsdata.txt to determine how the superseded data were derived.
 QO2379
 QO2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK732873(NAD 83)
 QO2379
 QO2379_MARKER: DV = VERTICAL CONTROL DISK
 QO2379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2379_SP_SET: BRIDGE GUARDRAIL
 QO2379_STAMPING: 2755 F 1980
 QO2379_MARK LOGO: MNDT  
 QO2379_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2379
 QO2379  HISTORY     - Date     Condition        Report By
 QO2379  HISTORY     - 1980     MONUMENTED       MNDT
 QO2379  HISTORY     - 19980604 GOOD             MNDT
 QO2379  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 QO2379  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 QO2379
 QO2379                          STATION DESCRIPTION
 QO2379
 QO2379'DESCRIBED BY MN DEPT OF TRANSP 1980
 QO2379'THE MARK IS LOCATED IN THE TOWN OF ROBBINSDALE, IN THE NE 1/4 OF
 QO2379'SECTION 16, T118N, R21W, AT THE TRUNK HIGHWAY 100 BRIDGE (NUMBER
 QO2379'6560) OVER THE CHANNEL AT TWIN LAKES, 0.2 MI (0.3 KM) NORTHEAST ALONG
 QO2379'TRUNK HIGHWAY 100 FROM ITS JUNCTION WITH TRUNK HIGHWAY 52 IN
 QO2379'ROBBINSDALE. THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2379'STAMPED---2755 F 1980---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 QO2379'THE NORTHEAST CORNER OF THE CONCRETE GUARDRAIL OF THE BRIDGE.
 QO2379
 QO2379                          STATION RECOVERY (1998)
 QO2379
 QO2379'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2379'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2379
 QO2379                          STATION RECOVERY (2007)
 QO2379
 QO2379'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2379'THE MARK WAS NOT RECOVERED.
 QO2379
 QO2379                          STATION RECOVERY (2008)
 QO2379
 QO2379'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2379'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8269 ***********************************************************************
 DE8269  DESIGNATION -  2755 G
 DE8269  PID         -  DE8269
 DE8269  STATE/COUNTY-  MN/HENNEPIN
 DE8269  COUNTRY     -  US
 DE8269  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8269
 DE8269                         *CURRENT SURVEY CONTROL
 DE8269  ______________________________________________________________________
 DE8269* NAD 83(2007) POSITION- 45 02 25.26265(N) 093 20 12.61881(W)   ADJUSTED  
 DE8269* NAD 83(2007) ELLIP HT-   236.263 (meters)        (06/23/10)   ADJUSTED
 DE8269* NAD 83(2007) EPOCH   -  2002.00
 DE8269* NAVD 88 ORTHO HEIGHT -   263.376  (meters)     864.09  (feet) ADJUSTED  
 DE8269  ______________________________________________________________________
 DE8269  NAD 83(2007) X  -   -262,775.546 (meters)                     COMP
 DE8269  NAD 83(2007) Y  - -4,506,931.822 (meters)                     COMP
 DE8269  NAD 83(2007) Z  -  4,490,685.327 (meters)                     COMP
 DE8269  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC09
 DE8269  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DE8269  DYNAMIC HEIGHT  -        263.373 (meters)      864.08  (feet) COMP
 DE8269  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DE8269
 DE8269  HORZ ORDER      -  FIRST
 DE8269  VERT ORDER      -  SECOND    CLASS I
 DE8269  ELLP ORDER      -  THIRD     CLASS I
 DE8269
 DE8269.The horizontal coordinates were established by GPS observations
 DE8269.and adjusted by the MN DEPT OF TRANSP in June 2010.
 DE8269
 DE8269.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8269.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8269
 DE8269.The horizontal coordinates are valid at the epoch date displayed above
 DE8269.which is a decimal equivalence of Year/Month/Day.
 DE8269
 DE8269.The orthometric height was determined by differential leveling and
 DE8269.adjusted in August 2004.
 DE8269
 DE8269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8269
 DE8269.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8269
 DE8269.The ellipsoidal height was determined by GPS observations
 DE8269.and is referenced to NAD 83.
 DE8269
 DE8269.The dynamic height is computed by dividing the NAVD 88
 DE8269.geopotential number by the normal gravity value computed on the
 DE8269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8269.degrees latitude (g = 980.6199 gals.).
 DE8269
 DE8269.The modeled gravity was interpolated from observed gravity values.
 DE8269
 DE8269. The following values were computed from the NAD 83(2007) position.
 DE8269
 DE8269;                    North         East     Units Scale Factor Converg.
 DE8269;SPC MN S     -   326,922.818   852,249.131   MT  0.99996625   +0 27 53.4
 DE8269;SPC MN S     - 1,072,579.28  2,796,087.36   sFT  0.99996625   +0 27 53.4
 DE8269;UTM  15      - 4,987,488.052   473,470.610   MT  0.99960865   -0 14 18.1
 DE8269
 DE8269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8269!SPC MN S     -   0.99996296  x   0.99996625  =   0.99992921
 DE8269!UTM  15      -   0.99996296  x   0.99960865  =   0.99957162
 DE8269
 DE8269                          SUPERSEDED SURVEY CONTROL
 DE8269
 DE8269  NAVD 88 (06/23/10)  263.38   (m)          864.1    (f) LEVELING    3  
 DE8269
 DE8269.Superseded values are not recommended for survey control.
 DE8269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8269.See file dsdata.txt to determine how the superseded data were derived.
 DE8269
 DE8269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7347087488(NAD 83)
 DE8269
 DE8269_MARKER: DD = SURVEY DISK
 DE8269_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8269_STAMPING: 2755 G 1998
 DE8269_MARK LOGO: MNDT  
 DE8269_PROJECTION: FLUSH
 DE8269_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8269+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 DE8269_ROD/PIPE-DEPTH: 18.3 meters
 DE8269
 DE8269  HISTORY     - Date     Condition        Report By
 DE8269  HISTORY     - 19980601 MONUMENTED       MNDT
 DE8269  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 DE8269  HISTORY     - 20080702 GOOD             MNDT
 DE8269  HISTORY     - 20080702 GOOD             MNDT
 DE8269
 DE8269                          STATION DESCRIPTION
 DE8269
 DE8269'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8269'IN BROOKLYN CENTER, 0.15 MILES (0.24 KM) SOUTH ALONG TH 100 FROM JCT
 DE8269'OF TH 100 AND INDIANA AVE IN BROOKLYN CENTER, AT TH 100 MP 12.95,
 DE8269'ABOUT 250 FT (76.2 M) NW OF TH 100, 15.0 FT (4.6 M) SOUTH OF FENCE,
 DE8269'11.2 FT (3.4 M) EAST SE OF R/W POST, 43.2 FT (13.2 M) SSE OF SW CORNER
 DE8269'OF APT BUILDING, 49.4 EAST SE OF P-POLE, 2.3 FT (0.7 M) WSW OF WIT
 DE8269'POST.
 DE8269
 DE8269                          STATION RECOVERY (2007)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8269'THE MARK WAS NOT RECOVERED.
 DE8269
 DE8269                          STATION RECOVERY (2008)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8269'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE8269'THE MARK IS IN BROOKLYN CENTER, AT TRUNK HIGHWAY 100 MILEPOINT 12.95,
 DE8269'0.15 MILE SOUTH ALONG TRUNK HIGHWAY 100 FROM JUNCTION OF TRUNK HIGHWAY
 DE8269'100 AND INDIANA AVENUE IN BROOKLYN CENTER, ABOUT 250 FEET NORTHWEST OF
 DE8269'TRUNK HIGHWAY 100, 49.4 EAST SOUTHEAST OF POWER POLE, 43.2 FEET
 DE8269'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF APARTMENT BUILDING, 9.5 FEET
 DE8269'SOUTH OF CHAIN LINK FENCE, 2.3 FEET WEST-SOUTHWEST OF WITNESS POST.
 DE8269
 DE8269                          STATION RECOVERY (2008)
 DE8269
 DE8269'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8270 ***********************************************************************
 DE8270  DESIGNATION -  2755 H
 DE8270  PID         -  DE8270
 DE8270  STATE/COUNTY-  MN/HENNEPIN
 DE8270  COUNTRY     -  US
 DE8270  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8270
 DE8270                         *CURRENT SURVEY CONTROL
 DE8270  ______________________________________________________________________
 DE8270* NAD 83(1986) POSITION- 45 02 44.7    (N) 093 19 38.1    (W)   HD_HELD2  
 DE8270* NAVD 88 ORTHO HEIGHT -   264.348  (meters)     867.28  (feet) ADJUSTED  
 DE8270  ______________________________________________________________________
 DE8270  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DE8270  DYNAMIC HEIGHT  -        264.345 (meters)      867.27  (feet) COMP
 DE8270  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 DE8270
 DE8270  VERT ORDER      -  SECOND    CLASS I
 DE8270
 DE8270.The horizontal coordinates were established by autonomous hand held GPS
 DE8270.observations and have an estimated accuracy of +/- 10 meters.
 DE8270.
 DE8270.The orthometric height was determined by differential leveling and
 DE8270.adjusted in August 2004.
 DE8270
 DE8270.Photographs are available for this station.
 DE8270
 DE8270.The dynamic height is computed by dividing the NAVD 88
 DE8270.geopotential number by the normal gravity value computed on the
 DE8270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8270.degrees latitude (g = 980.6199 gals.).
 DE8270
 DE8270.The modeled gravity was interpolated from observed gravity values.
 DE8270
 DE8270;                    North         East    Units  Estimated Accuracy
 DE8270;SPC MN S     -   327,529.      853,000.      MT  (+/- 10 meters HH2 GPS)
 DE8270
 DE8270                          SUPERSEDED SURVEY CONTROL
 DE8270
 DE8270.No superseded survey control is available for this station.
 DE8270
 DE8270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7422888084(NAD 83)
 DE8270
 DE8270_MARKER: DD = SURVEY DISK
 DE8270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DE8270_SP_SET: HIGH TENSION POWER POLE BASE
 DE8270_STAMPING: 2755 H 1998
 DE8270_MARK LOGO: MNDT  
 DE8270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8270+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DE8270
 DE8270  HISTORY     - Date     Condition        Report By
 DE8270  HISTORY     - 1998     MONUMENTED       MNDT
 DE8270  HISTORY     - 20070801 GOOD             MNDT
 DE8270  HISTORY     - 20080703 GOOD             MNDT
 DE8270
 DE8270                          STATION DESCRIPTION
 DE8270
 DE8270'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE8270'THE MARK IS IN BROOKLYN CENTER, IN A DRILL HOLE IN FOOTING OF HIGH
 DE8270'TENSION P-POLE (EAST OF TWO POLES), 0.45 MILES (0.72 KM) SW ALONG TH
 DE8270'100 FROM JCT OF TH 100 AND BROOKLYN BLVD, AT TH 100 MP 14.05, 78.4 FT
 DE8270'(23.9 M) WNW OF SOUTHBOUND TH 100, 51.0 FT (15.5 M) SW OF 50TH AVE,
 DE8270'40.9 FT (12.5 M) WSW OF P-POLE, 1.2 FT (0.4 M) SSE OF FACE OF P-POLE,
 DE8270'1 FT (0.3 M) NNW OF WITNESS POST.
 DE8270
 DE8270                          STATION RECOVERY (2007)
 DE8270
 DE8270'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8270'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF NEW
 DE8270'BRIGHTON, 6.3 MI (10.1 KM) SOUTHEAST OF OSSEO AND 5.5 MI (8.8 KM)
 DE8270'NORTHWEST OF MINNEAPOLIS.
 DE8270' 
 DE8270'TO REACH TO THE MARK IN BROOKLYN CENTER, IN FOOTING OF HIGH TENSION
 DE8270'POWER POLE (EAST OF TWO POLES), 0.45 MI (0.7 KM) SOUTHWEST ALONG TRUNK
 DE8270'HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND BROOKLYN
 DE8270'BOULEVARD, AT TRUNK HIGHWAY 100 MILE POINT 14.05, 78.4 FT (23.9 M)
 DE8270'WEST-NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 100, 51.0 FT (15.5 M)
 DE8270'SOUTHWEST OF 50TH AVENUE NORTH, 40.9 FT (12.5 M) WEST SOUTHWEST OF
 DE8270'POWER POLE, 1.2 FT (0.4 M) SOUTH-SOUTHEAST OF FACE OF HIGH TENSION
 DE8270'POWER POLE, 1.0 FT (0.3 M) NORTH-NORTHWEST OF A WITNESS POST.
 DE8270
 DE8270                          STATION RECOVERY (2008)
 DE8270
 DE8270'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8271 ***********************************************************************
 DE8271  DESIGNATION -  2755 J
 DE8271  PID         -  DE8271
 DE8271  STATE/COUNTY-  MN/HENNEPIN
 DE8271  COUNTRY     -  US
 DE8271  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DE8271
 DE8271                         *CURRENT SURVEY CONTROL
 DE8271  ______________________________________________________________________
 DE8271* NAD 83(1986) POSITION- 45 03 19.65   (N) 093 18 51.17   (W)   HD_HELD1  
 DE8271* NAVD 88 ORTHO HEIGHT -   258.037  (meters)     846.58  (feet) ADJUSTED  
 DE8271  ______________________________________________________________________
 DE8271  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DE8271  DYNAMIC HEIGHT  -        258.034 (meters)      846.57  (feet) COMP
 DE8271  MODELED GRAVITY -    980,597.6   (mgal)                       NAVD 88
 DE8271
 DE8271  VERT ORDER      -  SECOND    CLASS I
 DE8271
 DE8271.The horizontal coordinates were established by differentially corrected
 DE8271.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DE8271.
 DE8271.The orthometric height was determined by differential leveling and
 DE8271.adjusted in August 2004.
 DE8271
 DE8271.Photographs are available for this station.
 DE8271
 DE8271.The dynamic height is computed by dividing the NAVD 88
 DE8271.geopotential number by the normal gravity value computed on the
 DE8271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8271.degrees latitude (g = 980.6199 gals.).
 DE8271
 DE8271.The modeled gravity was interpolated from observed gravity values.
 DE8271
 DE8271;                    North         East    Units  Estimated Accuracy
 DE8271;SPC MN S     -   328,616.4     854,017.6     MT  (+/- 3 meters HH1 GPS) 
 DE8271
 DE8271                          SUPERSEDED SURVEY CONTROL
 DE8271
 DE8271.No superseded survey control is available for this station.
 DE8271
 DE8271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7525989159(NAD 83)
 DE8271
 DE8271_MARKER: DV = VERTICAL CONTROL DISK
 DE8271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8271_SP_SET: BRIDGE ABUTMENT
 DE8271_STAMPING: 2755 J 1998
 DE8271_MARK LOGO: MNDT  
 DE8271_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8271+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DE8271
 DE8271  HISTORY     - Date     Condition        Report By
 DE8271  HISTORY     - 1991     MONUMENTED       MNDT
 DE8271  HISTORY     - 19980609 GOOD             MNDT
 DE8271  HISTORY     - 20070801 GOOD             MNDT
 DE8271  HISTORY     - 20080703 GOOD             MNDT
 DE8271
 DE8271                          STATION DESCRIPTION
 DE8271
 DE8271'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE8271'IN BROOKLYN CENTER, AT NE CORNER OF BRIDGE OVER SHINGLE CREEK, 1.35 MI
 DE8271'(2.17 KM) SW ALONG TH 100 FROM JCT OF TH 100 AND FAI 94, AT TH 100 MP
 DE8271'14.55, 25.0 FT (7.6 M) SE OF NORTHBOUND TH 100. NOTE--MARK SET IN
 DE8271'BRIDGE BUILT IN 1991 THEN STAMPED IN 1998.
 DE8271
 DE8271                          STATION RECOVERY (2007)
 DE8271
 DE8271'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DE8271'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO, 5.8 MI
 DE8271'(9.3 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 5.6 MI (9.0 KM) WEST OF
 DE8271'NEW BRIGHTON.
 DE8271' 
 DE8271'TO REACH TO THE MARK IN BROOKLYN CENTER, AT NORTHEAST CORNER OF NORTH
 DE8271'BOUND LANE BRIDGE NUMBER 27040 OVER SHINGLE CREEK, 1.35 MI (2.2 KM)
 DE8271'SOUTHWEST ALONG TRUNK HIGHWAY 100 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE8271'100 AND INTERSTATE HIGHWAY 94, AT TRUNK HIGHWAY 100 MILE POINT 14.55,
 DE8271'25.0 FT (7.6 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 100.
 DE8271
 DE8271                          STATION RECOVERY (2008)
 DE8271
 DE8271'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DE8271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4353 ***********************************************************************
 AH4353  DESIGNATION -  2758 BB
 AH4353  PID         -  AH4353
 AH4353  STATE/COUNTY-  MN/HENNEPIN
 AH4353  COUNTRY     -  US
 AH4353  USGS QUAD   -  ST PAUL SW (1993)
 AH4353
 AH4353                         *CURRENT SURVEY CONTROL
 AH4353  ______________________________________________________________________
 AH4353* NAD 83(1986) POSITION- 44 50 07.00   (N) 093 14 24.48   (W)   HD_HELD1  
 AH4353* NAVD 88 ORTHO HEIGHT -   226.639  (meters)     743.56  (feet) ADJUSTED  
 AH4353  ______________________________________________________________________
 AH4353  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AH4353  DYNAMIC HEIGHT  -        226.631 (meters)      743.54  (feet) COMP
 AH4353  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 AH4353
 AH4353  VERT ORDER      -  SECOND    CLASS I
 AH4353
 AH4353.The horizontal coordinates were established by differentially corrected
 AH4353.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4353.
 AH4353.The orthometric height was determined by differential leveling and
 AH4353.adjusted in June 2000.
 AH4353
 AH4353.Photographs are available for this station.
 AH4353
 AH4353.The dynamic height is computed by dividing the NAVD 88
 AH4353.geopotential number by the normal gravity value computed on the
 AH4353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4353.degrees latitude (g = 980.6199 gals.).
 AH4353
 AH4353.The modeled gravity was interpolated from observed gravity values.
 AH4353
 AH4353;                    North         East    Units  Estimated Accuracy
 AH4353;SPC MN S     -   304,201.4     860,080.0     MT  (+/- 3 meters HH1 GPS) 
 AH4353
 AH4353                          SUPERSEDED SURVEY CONTROL
 AH4353
 AH4353.No superseded survey control is available for this station.
 AH4353
 AH4353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8101964680(NAD 83)
 AH4353
 AH4353_MARKER: DV = VERTICAL CONTROL DISK
 AH4353_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4353_SP_SET: BRIDGE RAILING
 AH4353_STAMPING: 2758 BB 1980
 AH4353_MARK LOGO: MNDT  
 AH4353_PROJECTION: FLUSH
 AH4353_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4353+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 AH4353
 AH4353  HISTORY     - Date     Condition        Report By
 AH4353  HISTORY     - 1980     MONUMENTED       MNDT
 AH4353  HISTORY     - 20070626 GOOD             MNDT
 AH4353
 AH4353                          STATION DESCRIPTION
 AH4353
 AH4353'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4353'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, IN THE TRUNK HIGHWAY
 AH4353'77 BRIDGE OVER THE MINNESOTA RIVER (AT MILEPOINT 7.1), AND IN THE SW
 AH4353'1/4 OF SECTION 12, T27N, R24W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4353'CONTROL MONUMENT DISK STAMPED---2758 BB 1980---, IS SET IN THE TOP OF
 AH4353'THE RAILING AT THE NORTHWEST CORNER OF BRIDGE NUMBER 9600.  THE MARK
 AH4353'IS 29.0 FEET WEST OF THE CENTERLINE OF SOUTHBOUND HIGHWAY 77, 10.0
 AH4353'FEET NORTH OF THE CENTER OF A LIGHT STANDARD (NUMBER T 2 H DR 5), AND
 AH4353'1.5 FEET NORTH OF THE NORTHWEST CORNER OF THE WEST BRIDGE RAILING.
 AH4353
 AH4353                          STATION RECOVERY (2007)
 AH4353
 AH4353'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4353'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTH OF MINNEAPOLIS, 9.7
 AH4353'MI (15.6 KM) WEST OF INVER GROVE HEIGHTS AND 2.9 MI (4.7 KM) EAST OF
 AH4353'BLOOMINGTON.
 AH4353' 
 AH4353'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4353'NORTHWEST CORNER OF TRUNK HIGHWAY 77 BRIDGE 9600 OVER MINNESOTA RIVER,
 AH4353'29 FT (8.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 77, AT TRUNK HIGHWAY 77
 AH4353'MILE POINT 7.1, 10 FT (3.0 M) NORTH OF LIGHT STANDARD T 2 H DR 5, 1.5
 AH4353'FT (0.5 M) NORTH OF THE NORTHWEST CORNER OF WEST BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4354 ***********************************************************************
 AH4354  DESIGNATION -  2758 CC
 AH4354  PID         -  AH4354
 AH4354  STATE/COUNTY-  MN/HENNEPIN
 AH4354  COUNTRY     -  US
 AH4354  USGS QUAD   -  ST PAUL SW (1993)
 AH4354
 AH4354                         *CURRENT SURVEY CONTROL
 AH4354  ______________________________________________________________________
 AH4354* NAD 83(1986) POSITION- 44 50 28.7    (N) 093 14 39.0    (W)   HD_HELD2  
 AH4354* NAVD 88 ORTHO HEIGHT -   250.497  (meters)     821.84  (feet) ADJUSTED  
 AH4354  ______________________________________________________________________
 AH4354  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AH4354  DYNAMIC HEIGHT  -        250.489 (meters)      821.81  (feet) COMP
 AH4354  MODELED GRAVITY -    980,577.1   (mgal)                       NAVD 88
 AH4354
 AH4354  VERT ORDER      -  SECOND    CLASS I
 AH4354
 AH4354.The horizontal coordinates were established by autonomous hand held GPS
 AH4354.observations and have an estimated accuracy of +/- 10 meters.
 AH4354.
 AH4354.The orthometric height was determined by differential leveling and
 AH4354.adjusted in June 2000.
 AH4354
 AH4354.Photographs are available for this station.
 AH4354
 AH4354.The dynamic height is computed by dividing the NAVD 88
 AH4354.geopotential number by the normal gravity value computed on the
 AH4354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4354.degrees latitude (g = 980.6199 gals.).
 AH4354
 AH4354.The modeled gravity was interpolated from observed gravity values.
 AH4354
 AH4354;                    North         East    Units  Estimated Accuracy
 AH4354;SPC MN S     -   304,868.      859,755.      MT  (+/- 10 meters HH2 GPS)
 AH4354
 AH4354                          SUPERSEDED SURVEY CONTROL
 AH4354
 AH4354.No superseded survey control is available for this station.
 AH4354
 AH4354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8070265350(NAD 83)
 AH4354
 AH4354_MARKER: DV = VERTICAL CONTROL DISK
 AH4354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4354_SP_SET: BRIDGE RAILING
 AH4354_STAMPING: 2758 C 1980
 AH4354_MARK LOGO: MNDT  
 AH4354_PROJECTION: FLUSH
 AH4354_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4354+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2007
 AH4354
 AH4354  HISTORY     - Date     Condition        Report By
 AH4354  HISTORY     - 1980     MONUMENTED       MNDT
 AH4354  HISTORY     - 20070624 GOOD             MNDT
 AH4354
 AH4354                          STATION DESCRIPTION
 AH4354
 AH4354'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4354'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE COUNTY ROAD 1
 AH4354'BRIDGE OVER TRUNK HIGHWAY 77, AND IN THE NW 1/4 OF SECTION 12, T27N,
 AH4354'R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4354'STAMPED---2758 CC 1980---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4354'NORTHEAST CORNER OF BRIDGE NUMBER 27062.  THE MARK IS 36.0 FEET
 AH4354'NORTHWEST OF THE CENTERLINE OF WESTBOUND COUNTY ROAD 1 (OLD SHAKOPEE
 AH4354'ROAD), AND 37.5 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE NORTH
 AH4354'BRIDGE RAILING.
 AH4354
 AH4354                          STATION RECOVERY (2007)
 AH4354
 AH4354'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AH4354'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST OF INVER GROVE
 AH4354'HEIGHTS, 9.6 MI (15.4 KM) SOUTH OF MINNEAPOLIS AND 2.6 MI (4.2 KM)
 AH4354'EAST OF BLOOMINGTON.
 AH4354' 
 AH4354'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4354'NORTHEAST CORNER OF WESTBOUND COUNTY ROAD 1 (OLD SHAKOPEE RD) BRIDGE
 AH4354'27062 OVER TRUNK HIGHWAY 77, 37.5 FT (11.4 M) SOUTHWEST OF THE
 AH4354'NORTHEAST CORNER OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6988 ***********************************************************************
 AE6988  DESIGNATION -  2758 D
 AE6988  PID         -  AE6988
 AE6988  STATE/COUNTY-  MN/HENNEPIN
 AE6988  COUNTRY     -  US
 AE6988  USGS QUAD   -  ST PAUL WEST (1993)
 AE6988
 AE6988                         *CURRENT SURVEY CONTROL
 AE6988  ______________________________________________________________________
 AE6988* NAD 83(1986) POSITION- 44 53 00.33   (N) 093 14 47.47   (W)   HD_HELD1  
 AE6988* NAVD 88 ORTHO HEIGHT -   258.771  (meters)     848.98  (feet) ADJUSTED  
 AE6988  ______________________________________________________________________
 AE6988  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 AE6988  DYNAMIC HEIGHT  -        258.763 (meters)      848.96  (feet) COMP
 AE6988  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 AE6988
 AE6988  VERT ORDER      -  SECOND    CLASS II
 AE6988
 AE6988.The horizontal coordinates were established by differentially corrected
 AE6988.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE6988.
 AE6988.The orthometric height was determined by differential leveling and
 AE6988.adjusted in April 1998.
 AE6988
 AE6988.Photographs are available for this station.
 AE6988
 AE6988.The dynamic height is computed by dividing the NAVD 88
 AE6988.geopotential number by the normal gravity value computed on the
 AE6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6988.degrees latitude (g = 980.6199 gals.).
 AE6988
 AE6988.The modeled gravity was interpolated from observed gravity values.
 AE6988
 AE6988;                    North         East    Units  Estimated Accuracy
 AE6988;SPC MN S     -   309,546.7     859,525.7     MT  (+/- 3 meters HH1 GPS) 
 AE6988
 AE6988                          SUPERSEDED SURVEY CONTROL
 AE6988
 AE6988.No superseded survey control is available for this station.
 AE6988
 AE6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8053170030(NAD 83)
 AE6988
 AE6988_MARKER: DB = BENCH MARK DISK
 AE6988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6988_SP_SET: BRIDGE WALKWAY
 AE6988_STAMPING: 2758 D 1979
 AE6988_MARK LOGO: MNDT  
 AE6988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6988
 AE6988  HISTORY     - Date     Condition        Report By
 AE6988  HISTORY     - 1979     MONUMENTED       MNDT
 AE6988  HISTORY     - 20000326 GOOD             USPSQD
 AE6988  HISTORY     - 20070626 GOOD             MNDT
 AE6988
 AE6988                          STATION DESCRIPTION
 AE6988
 AE6988'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE6988'THE MARK IS LOCATED IN THE CITY OF RICHFIELD, AT THE JUNCTION OF EAST
 AE6988'66 STREET AND TRUNK HIGHWAY 77, ABOUT 1.55 MILES NORTH ALONG HIGHWAY
 AE6988'77 FROM ITS JUNCTION WITH INTERSTATE 494, ABOUT 0.8 MILE SOUTH ALONG
 AE6988'HIGHWAY 77 FROM ITS JUNCTION WITH COUNTY ROAD 62 (CROSSTOWN FREEWAY)
 AE6988'AND IN THE SW 1/4 OF SECTION 25, T28N, R24W.  THE MARK, A STANDARD
 AE6988'MNDT BENCH MARK DISK STAMPED---2758 D 1979---, SET IN THE SOUTHEAST
 AE6988'CORNER OF THE SOUTH SIDEWALK OF BRIDGE NUMBER 9195, EAST 66TH STREET
 AE6988'OVER HIGHWAY 77 (CEDAR AVENUE) AT MILEPOINT 6.26.
 AE6988
 AE6988                          STATION RECOVERY (2000)
 AE6988
 AE6988'RECOVERY NOTE BY US POWER SQUADRON 2000
 AE6988'RECOVERED IN GOOD CONDITION.
 AE6988
 AE6988                          STATION RECOVERY (2007)
 AE6988
 AE6988'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE6988'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-SOUTHWEST OF SAINT
 AE6988'PAUL, 6.7 MI (10.8 KM) SOUTH OF MINNEAPOLIS AND 3.9 MI (6.3 KM)
 AE6988'NORTHEAST OF BLOOMINGTON.
 AE6988' 
 AE6988'TO REACH TO THE MARK IN RICHFIELD, 0.8 MI (1.3 KM) SOUTH OF THE
 AE6988'JUNCTION OF COUNTY ROAD 62 (X-TOWN HWY) AND TRUNK HIGHWAY 77, IN
 AE6988'SOUTHEAST CORNER OF SOUTH SIDEWALK ON EAST 66TH ST BRIDGE 9195 OVER
 AE6988'TRUNK HIGHWAY 77 (CEDAR AVE), AT TRUNK HIGHWAY 77 MILE POINT 6.25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4355 ***********************************************************************
 AH4355  DESIGNATION -  2758 DD
 AH4355  PID         -  AH4355
 AH4355  STATE/COUNTY-  MN/HENNEPIN
 AH4355  COUNTRY     -  US
 AH4355  USGS QUAD   -  ST PAUL SW (1993)
 AH4355
 AH4355                         *CURRENT SURVEY CONTROL
 AH4355  ______________________________________________________________________
 AH4355* NAD 83(1986) POSITION- 44 50 38.8    (N) 093 14 50.2    (W)   HD_HELD2  
 AH4355* NAVD 88 ORTHO HEIGHT -   251.864  (meters)     826.32  (feet) ADJUSTED  
 AH4355  ______________________________________________________________________
 AH4355  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 AH4355  DYNAMIC HEIGHT  -        251.856 (meters)      826.30  (feet) COMP
 AH4355  MODELED GRAVITY -    980,577.6   (mgal)                       NAVD 88
 AH4355
 AH4355  VERT ORDER      -  SECOND    CLASS I
 AH4355
 AH4355.The horizontal coordinates were established by autonomous hand held GPS
 AH4355.observations and have an estimated accuracy of +/- 10 meters.
 AH4355.
 AH4355.The orthometric height was determined by differential leveling and
 AH4355.adjusted in June 2000.
 AH4355
 AH4355.Photographs are available for this station.
 AH4355
 AH4355.The dynamic height is computed by dividing the NAVD 88
 AH4355.geopotential number by the normal gravity value computed on the
 AH4355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4355.degrees latitude (g = 980.6199 gals.).
 AH4355
 AH4355.The modeled gravity was interpolated from observed gravity values.
 AH4355
 AH4355;                    North         East    Units  Estimated Accuracy
 AH4355;SPC MN S     -   305,178.      859,506.      MT  (+/- 10 meters HH2 GPS)
 AH4355
 AH4355                          SUPERSEDED SURVEY CONTROL
 AH4355
 AH4355.No superseded survey control is available for this station.
 AH4355
 AH4355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8045765663(NAD 83)
 AH4355
 AH4355_MARKER: DV = VERTICAL CONTROL DISK
 AH4355_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4355_SP_SET: BRIDGE WALKWAY
 AH4355_STAMPING: 2758 DD 1980
 AH4355_MARK LOGO: MNDT  
 AH4355_PROJECTION: FLUSH
 AH4355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4355+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2007
 AH4355
 AH4355  HISTORY     - Date     Condition        Report By
 AH4355  HISTORY     - 1980     MONUMENTED       MNDT
 AH4355  HISTORY     - 20040624 GOOD             MNDT
 AH4355  HISTORY     - 20070624 GOOD             MNDT
 AH4355
 AH4355                          STATION DESCRIPTION
 AH4355
 AH4355'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4355'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE A WALKWAY
 AH4355'BRIDGE OVER TRUNK HIGHWAY 77 0.25 MILE NORTH OF COUNTY ROAD 1 (OLD
 AH4355'SHAKOPEE ROAD), AND IN THE NW 1/4 OF SECTION 12, T27N, R24W.  THE
 AH4355'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2758 DD
 AH4355'1980---, IS SET IN THE WEST ABUTMENT OF OF THE WALK BRIDGE (NUMBER
 AH4355'27028).  THE MARK IS 4.0 FEET NORTH OF THE CENTER OF THE SIDEWALK, AND
 AH4355'0.9 FOOT SOUTH-SOUTHEAST OF A STEEL FENCE CORNER POST.
 AH4355
 AH4355                          STATION RECOVERY (2004)
 AH4355
 AH4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GF)
 AH4355'AT BLOOMINGTON, IN SIDEWALK AT NORTHWEST END OF PEDESTRIAN BRIDGE
 AH4355'NUMBER 27028 OVER TRUNK HIGHWAY 77, 0.25 MILES NORTH OF COUNTY ROAD 1
 AH4355'(OLD SHAKOPEE RD), 0.9 FEET SOUTH-SOUTHEAST OF STEEL FENCE COR
 AH4355
 AH4355                          STATION RECOVERY (2007)
 AH4355
 AH4355'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AH4355'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) WEST OF INVER GROVE
 AH4355'HEIGHTS, 9.4 MI (15.1 KM) SOUTH OF MINNEAPOLIS AND 2.5 MI (4.0 KM)
 AH4355'EAST OF BLOOMINGTON.
 AH4355' 
 AH4355'TO REACH TO THE MARK AT BLOOMINGTON, IN SIDEWALK AT NORTHWEST END OF
 AH4355'PEDESTRIAN BRIDGE NUMBER 27028 OVER TRUNK HIGHWAY 77, 0.25 MI (0.4 KM)
 AH4355'NORTH OF COUNTY ROAD 1 (OLD SHAKOPEE RD), 0.9 FT (0.3 M)
 AH4355'SOUTH-SOUTHEAST OF STEEL FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE6989 ***********************************************************************
 AE6989  DESIGNATION -  2758 E
 AE6989  PID         -  AE6989
 AE6989  STATE/COUNTY-  MN/HENNEPIN
 AE6989  COUNTRY     -  US
 AE6989  USGS QUAD   -  ST PAUL WEST (1993)
 AE6989
 AE6989                         *CURRENT SURVEY CONTROL
 AE6989  ______________________________________________________________________
 AE6989* NAD 83(2007) POSITION- 44 53 18.60285(N) 093 14 49.69721(W)   ADJUSTED  
 AE6989* NAD 83(2007) ELLIP HT-   225.822 (meters)        (02/10/07)   ADJUSTED
 AE6989* NAD 83(2007) EPOCH   -  2002.00
 AE6989* NAVD 88 ORTHO HEIGHT -   252.973  (meters)     829.96  (feet) ADJUSTED  
 AE6989  ______________________________________________________________________
 AE6989  NAD 83(2007) X  -   -256,394.402 (meters)                     COMP
 AE6989  NAD 83(2007) Y  - -4,519,236.790 (meters)                     COMP
 AE6989  NAD 83(2007) Z  -  4,478,737.510 (meters)                     COMP
 AE6989  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC09
 AE6989  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 AE6989  DYNAMIC HEIGHT  -        252.965 (meters)      829.94  (feet) COMP
 AE6989  MODELED GRAVITY -    980,578.5   (mgal)                       NAVD 88
 AE6989
 AE6989  VERT ORDER      -  SECOND    CLASS II
 AE6989
 AE6989  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE6989  Type                                         Horiz  Ellip  Dist(km)
 AE6989  -------------------------------------------------------------------
 AE6989  NETWORK                                       0.41   0.67
 AE6989  -------------------------------------------------------------------
 AE6989  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.21   0.29      2.41
 AE6989  -------------------------------------------------------------------
 AE6989  NOTE: Click here for information on individual local accuracy
 AE6989  values and other accuracy information.
 AE6989
 AE6989
 AE6989.The horizontal coordinates were established by GPS observations
 AE6989.and adjusted by the National Geodetic Survey in February 2007.
 AE6989
 AE6989.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE6989.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE6989
 AE6989.The horizontal coordinates are valid at the epoch date displayed above
 AE6989.which is a decimal equivalence of Year/Month/Day.
 AE6989
 AE6989.The orthometric height was determined by differential leveling and
 AE6989.adjusted in April 1998.
 AE6989
 AE6989.Photographs are available for this station.
 AE6989
 AE6989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6989
 AE6989.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE6989
 AE6989.The ellipsoidal height was determined by GPS observations
 AE6989.and is referenced to NAD 83.
 AE6989
 AE6989.The dynamic height is computed by dividing the NAVD 88
 AE6989.geopotential number by the normal gravity value computed on the
 AE6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6989.degrees latitude (g = 980.6199 gals.).
 AE6989
 AE6989.The modeled gravity was interpolated from observed gravity values.
 AE6989
 AE6989. The following values were computed from the NAD 83(2007) position.
 AE6989
 AE6989;                    North         East     Units Scale Factor Converg.
 AE6989;SPC MN S     -   310,110.259   859,471.671   MT  0.99994482   +0 31 39.7
 AE6989;SPC MN S     - 1,017,420.07  2,819,783.31   sFT  0.99994482   +0 31 39.7
 AE6989;UTM  15      - 4,970,594.077   480,483.995   MT  0.99960468   -0 10 27.9
 AE6989
 AE6989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6989!SPC MN S     -   0.99996459  x   0.99994482  =   0.99990942
 AE6989!UTM  15      -   0.99996459  x   0.99960468  =   0.99956929
 AE6989
 AE6989                          SUPERSEDED SURVEY CONTROL
 AE6989
 AE6989  NAD 83(1996)-  44 53 18.60273(N)    093 14 49.69690(W) AD(       ) 1
 AE6989  ELLIP H (05/31/05)  225.874  (m)                       GP(       ) 2 2
 AE6989  NAVD 88 (05/31/05)  252.97   (m)          830.0    (f) LEVELING    3  
 AE6989
 AE6989.Superseded values are not recommended for survey control.
 AE6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6989.See file dsdata.txt to determine how the superseded data were derived.
 AE6989
 AE6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8048370594(NAD 83)
 AE6989
 AE6989_MARKER: DV = VERTICAL CONTROL DISK
 AE6989_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6989_STAMPING: 2758 E 1979
 AE6989_MARK LOGO: MNDT  
 AE6989_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6989+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 AE6989
 AE6989  HISTORY     - Date     Condition        Report By
 AE6989  HISTORY     - 1978     MONUMENTED       MNDT
 AE6989  HISTORY     - 20040624 GOOD             MNDT
 AE6989  HISTORY     - 20070626 GOOD             MNDT
 AE6989
 AE6989                          STATION DESCRIPTION
 AE6989
 AE6989'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE6989'THE MARK IS LOCATED IN THE CITY OF RICHFIELD, ABOUT 0.5 MILES SOUTH
 AE6989'ALONG TRUNK HIGHWAY 77 FROM THE JUNCTION OF COUNTY ROAD 62 (CROSSTOWN
 AE6989'FREEWAY), ABOUT 1.85 MILES NORTH ALONG HIGHWAY 77 FROM ITS JUNCTION
 AE6989'WITH INTERSTATE 494 AND IN THE NW 1/4 OF SECTION 25, T28N, R24W.  THE
 AE6989'MARK IS 32 FEET WEST OF AND ABOUT 1.5 FEET LOWER THAN THE SOUTHBOUND
 AE6989'CENTERLINE OF HIGHWAY 77 AT MILEPOINT 5.7, IN THE MEDIAN BETWEEN THE
 AE6989'SOUTHBOUND LANE AND THE WEST FRONTAGE ROAD, 29 FEET NORTHEAST OF A
 AE6989'POWER POLE AND 9 FEET SOUTHEAST OF THE NORTH END OF A CHAIN LINK
 AE6989'FENCE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AE6989'STAMPED---2758 E 1979---,IS FASTENED TO THE TOP OF A 8 FOOT LONG
 AE6989'SECTION OF COPPER CLAD STEEL ROD WITH 4 INCHES OF STEEL SIGN POST
 AE6989'BOLTED TO THE BOTTOM SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AE6989'HOLE.
 AE6989
 AE6989                          STATION RECOVERY (2004)
 AE6989
 AE6989'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GF)
 AE6989'IN RICHFIELD, 0.5 MILE SOUTH OF JUNCTION OF CROSSTOWN HIGHWAY 62 AND
 AE6989'TRUNK HIGHWAY 77, IN MEDIAN BETWEEN SOUTHBOUND TRUNK HIGHWAY 77 AND
 AE6989'WEST FRONTAGE ROAD, 32 FEET WEST OF  HIGHWAY CENTERLINE, AT TRUNK
 AE6989'HIGHWAY  77 MILEPOINT 5.7,  BURIED 0.5 FOOT BELOW GROUND, 6.4 FEET
 AE6989'EAST OF WITNESS SIGN AND FENCE
 AE6989
 AE6989                          STATION RECOVERY (2007)
 AE6989
 AE6989'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AE6989'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH OF MINNEAPOLIS, 6.4
 AE6989'MI (10.3 KM) EAST-SOUTHEAST OF OSSEO AND 4.2 MI (6.8 KM) WEST OF NEW
 AE6989'BRIGHTON.
 AE6989' 
 AE6989'TO REACH TO THE MARK IN BROOKLYN CENTER, 0.35 MI (0.6 KM) NORTH OF THE
 AE6989'JUNCTION OF TRUNK HIGHWAY 252 AND INTERSTATE HIGHWAY 694, IN SOUTHWEST
 AE6989'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 252 AND 66TH AVENUE NORTH,
 AE6989'IN CONCRETE BASE OF TRAFFIC SIGNAL, IN RAISED ISLAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4356 ***********************************************************************
 AH4356  DESIGNATION -  2758 EE
 AH4356  PID         -  AH4356
 AH4356  STATE/COUNTY-  MN/HENNEPIN
 AH4356  COUNTRY     -  US
 AH4356  USGS QUAD   -  ST PAUL SW (1993)
 AH4356
 AH4356                         *CURRENT SURVEY CONTROL
 AH4356  ______________________________________________________________________
 AH4356* NAD 83(1986) POSITION- 44 50 52.20   (N) 093 14 49.53   (W)   HD_HELD1  
 AH4356* NAVD 88 ORTHO HEIGHT -   252.983  (meters)     830.00  (feet) ADJUSTED  
 AH4356  ______________________________________________________________________
 AH4356  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AH4356  DYNAMIC HEIGHT  -        252.975 (meters)      829.97  (feet) COMP
 AH4356  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 AH4356
 AH4356  VERT ORDER      -  SECOND    CLASS I
 AH4356
 AH4356.The horizontal coordinates were established by differentially corrected
 AH4356.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4356.
 AH4356.The orthometric height was determined by differential leveling and
 AH4356.adjusted in June 2000.
 AH4356
 AH4356.Photographs are available for this station.
 AH4356
 AH4356.The dynamic height is computed by dividing the NAVD 88
 AH4356.geopotential number by the normal gravity value computed on the
 AH4356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4356.degrees latitude (g = 980.6199 gals.).
 AH4356
 AH4356.The modeled gravity was interpolated from observed gravity values.
 AH4356
 AH4356;                    North         East    Units  Estimated Accuracy
 AH4356;SPC MN S     -   305,591.4     859,517.0     MT  (+/- 3 meters HH1 GPS) 
 AH4356
 AH4356                          SUPERSEDED SURVEY CONTROL
 AH4356
 AH4356.No superseded survey control is available for this station.
 AH4356
 AH4356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8047366076(NAD 83)
 AH4356
 AH4356_MARKER: DV = VERTICAL CONTROL DISK
 AH4356_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4356_SP_SET: BRIDGE RAILING
 AH4356_STAMPING: 2758 E 1980
 AH4356_MARK LOGO: MNDT  
 AH4356_PROJECTION: FLUSH
 AH4356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4356+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 AH4356
 AH4356  HISTORY     - Date     Condition        Report By
 AH4356  HISTORY     - 1980     MONUMENTED       MNDT
 AH4356  HISTORY     - 20070628 GOOD             MNDT
 AH4356
 AH4356                          STATION DESCRIPTION
 AH4356
 AH4356'DESCRIBED BY MN DEPT OF TRANSP 1980 (OCO)
 AH4356'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE 86TH STREET
 AH4356'BRIDGE OVER TRUNK HIGHWAY 77, AND IN THE NW 1/4 OF SECTION 12, T27N,
 AH4356'R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4356'STAMPED---2758 EE 1980---, IS SET IN THE TOP OF THE BRIDGE RAILING AT
 AH4356'THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27060).  THE MARK IS 43.0
 AH4356'FEET SOUTH OF THE CENTERLINE OF 86TH STREET AND 33.4 FEET WEST OF THE
 AH4356'SOUTHEAST CORNER OF THE RAILING.
 AH4356
 AH4356                          STATION RECOVERY (2007)
 AH4356
 AH4356'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4356'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF INVER GROVE
 AH4356'HEIGHTS, 9.2 MI (14.8 KM) SOUTH OF MINNEAPOLIS AND 2.6 MI (4.2 KM)
 AH4356'EAST OF BLOOMINGTON.
 AH4356' 
 AH4356'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF BRIDGE RAILING AT
 AH4356'SOUTHEAST CORNER OF 86TH ST BRIDGE 27060 OVER TRUNK HIGHWAY 77, 43.0
 AH4356'FT (13.1 M) SOUTH OF 86TH ST, 33.4 FT (10.2 M) WEST OF THE SOUTHEAST
 AH4356'CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0880 ***********************************************************************
 QO0880  DESIGNATION -  276/2 CAP
 QO0880  PID         -  QO0880
 QO0880  STATE/COUNTY-  MN/SHERBURNE
 QO0880  COUNTRY     -  US
 QO0880  USGS QUAD   -  ELK RIVER (1993)
 QO0880
 QO0880                         *CURRENT SURVEY CONTROL
 QO0880  ______________________________________________________________________
 QO0880* NAD 83(1986) POSITION- 45 17 42.2    (N) 093 36 38.9    (W)   HD_HELD2  
 QO0880* NAVD 88 ORTHO HEIGHT -   274.791  (meters)     901.54  (feet) ADJUSTED  
 QO0880  ______________________________________________________________________
 QO0880  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 QO0880  DYNAMIC HEIGHT  -        274.769 (meters)      901.47  (feet) COMP
 QO0880  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 QO0880
 QO0880  VERT ORDER      -  FIRST     CLASS I
 QO0880
 QO0880.The horizontal coordinates were established by autonomous hand held GPS
 QO0880.observations and have an estimated accuracy of +/- 10 meters.
 QO0880.
 QO0880.The orthometric height was determined by differential leveling and
 QO0880.adjusted in June 1991.
 QO0880
 QO0880.Photographs are available for this station.
 QO0880
 QO0880.The dynamic height is computed by dividing the NAVD 88
 QO0880.geopotential number by the normal gravity value computed on the
 QO0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0880.degrees latitude (g = 980.6199 gals.).
 QO0880
 QO0880.The modeled gravity was interpolated from observed gravity values.
 QO0880
 QO0880;                    North         East    Units  Estimated Accuracy
 QO0880;SPC MN S     -   355,090.      830,529.      MT  (+/- 10 meters HH2 GPS)
 QO0880
 QO0880                          SUPERSEDED SURVEY CONTROL
 QO0880
 QO0880  NGVD 29 (??/??/92)  274.655  (m)          901.10   (f) ADJ UNCH    1 1
 QO0880
 QO0880.Superseded values are not recommended for survey control.
 QO0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0880.See file dsdata.txt to determine how the superseded data were derived.
 QO0880
 QO0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5210615909(NAD 83)
 QO0880
 QO0880_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0880_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0880
 QO0880  HISTORY     - Date     Condition        Report By
 QO0880  HISTORY     - UNK      MONUMENTED       MRC
 QO0880  HISTORY     - 1970     GOOD             NGS
 QO0880
 QO0880                          STATION DESCRIPTION
 QO0880
 QO0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0880'2.45 MI W FROM ELK RIVER.
 QO0880'ABOUT 0.05 MILE SOUTH ALONG LOWELL AVENUE FROM THE SHERBURNE COUNTY
 QO0880'COURTHOUSE AT ELK RIVER, THENCE 1.95 MILES WEST ALONG COUNTY ROAD 30,
 QO0880'THENCE 0.3 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.15 MILE WEST
 QO0880'ACROSS A CULTIVATED FIELD, 298 YARDS WEST OF A POWER POLE ON THE
 QO0880'OUTSIDE OF A CURVE IN THE DIRT ROAD, 288 YARDS WEST OF THE CENTER LINE
 QO0880'OF THE DIRT ROAD, 202 FEET NORTH OF A CEDAR TREE, 72 YARDS
 QO0880'NORTH-NORTHEAST OF A 12-INCH OAK TREE, 105 FEET NORTH OF THE SOUTH
 QO0880'EDGE OF THE FIELD, 0.4 FOOT EAST OF A METAL WITNESS POST, AND ACCESS
 QO0880'TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI
 QO0880'RIVER COMMISSION CAP AND WHICH PROJECTS 12 INCHES.  1/4, SEC 5, T32N,
 QO0880'R 26W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AA8252 ***********************************************************************
 AA8252  DESIGNATION -  276/2 RESET
 AA8252  PID         -  AA8252
 AA8252  STATE/COUNTY-  MN/SHERBURNE
 AA8252  COUNTRY     -  US
 AA8252  USGS QUAD   -  ELK RIVER (1993)
 AA8252
 AA8252                         *CURRENT SURVEY CONTROL
 AA8252  ______________________________________________________________________
 AA8252* NAD 83(1986) POSITION- 45 17 41.     (N) 093 36 39.     (W)   SCALED    
 AA8252* NAVD 88 ORTHO HEIGHT -   274.98   (+/-2cm)     902.2   (feet) VERTCON   
 AA8252  ______________________________________________________________________
 AA8252  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 AA8252  VERT ORDER      -  THIRD (See Below)
 AA8252
 AA8252.The horizontal coordinates were scaled from a topographic map and have
 AA8252.an estimated accuracy of +/- 6 seconds.
 AA8252.
 AA8252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8252
 AA8252.The vertical order pertains to the NGVD 29 superseded value.
 AA8252
 AA8252;                    North         East    Units  Estimated Accuracy
 AA8252;SPC MN S     -   355,050.      830,530.      MT  (+/- 180 meters Scaled)
 AA8252
 AA8252                          SUPERSEDED SURVEY CONTROL
 AA8252
 AA8252  NGVD 29 (04/14/03)  274.85   (m)          901.7    (f) RESET       3  
 AA8252
 AA8252.Superseded values are not recommended for survey control.
 AA8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8252.See file dsdata.txt to determine how the superseded data were derived.
 AA8252
 AA8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL521158(NAD 83)
 AA8252
 AA8252_MARKER: DD = SURVEY DISK
 AA8252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA8252_STAMPING: 276/2 RESET 1972 MRC
 AA8252_MARK LOGO: MRC   
 AA8252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8252
 AA8252  HISTORY     - Date     Condition        Report By
 AA8252  HISTORY     - 1972     MONUMENTED       NGS
 AA8252
 AA8252                          STATION DESCRIPTION
 AA8252
 AA8252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AA8252'ABOUT 0.05 MILES (0.08 KM) SOUTH ALONG LOWELL AVENUE FROM THE COUNTY
 AA8252'COURTHOUSE IN ELK RIVER, 1.95 MILES (3.14 KM) WEST ALONG COUNTY ROAD
 AA8252'30, 0.3 MILES (0.5 KM) SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.15
 AA8252'MILE (0.24 KM) WEST ACROSS A CULTIVATED FIELD, 298 YARDS WEST OF A
 AA8252'POWER POLE ON THE OUTSIDE OF A CURVE IN THE DIRT ROAD, IN A
 AA8252'SUB-DIVISION FOR RESIDENTIAL LOTS, AT THE NORTHEAST CORNER OF LOT 6
 AA8252'AND NORTHWEST CORNER OF LOT 5, ALONG SOUTH EDGE OF RIVERVIEW DRIVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1958 ***********************************************************************
 PP1958  DESIGNATION -  2762 A
 PP1958  PID         -  PP1958
 PP1958  STATE/COUNTY-  MN/HENNEPIN
 PP1958  COUNTRY     -  US
 PP1958  USGS QUAD   -  SHAKOPEE (1993)
 PP1958
 PP1958                         *CURRENT SURVEY CONTROL
 PP1958  ______________________________________________________________________
 PP1958* NAD 83(1986) POSITION- 44 49 50.     (N) 093 31 01.     (W)   SCALED    
 PP1958* NAVD 88 ORTHO HEIGHT -   264.463  (meters)     867.66  (feet) ADJUSTED  
 PP1958  ______________________________________________________________________
 PP1958  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 PP1958  DYNAMIC HEIGHT  -        264.458 (meters)      867.64  (feet) COMP
 PP1958  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 PP1958
 PP1958  VERT ORDER      -  SECOND    CLASS 0
 PP1958
 PP1958.The horizontal coordinates were scaled from a topographic map and have
 PP1958.an estimated accuracy of +/- 6 seconds.
 PP1958.
 PP1958.The orthometric height was determined by differential leveling and
 PP1958.adjusted in June 1991.
 PP1958
 PP1958.Photographs are available for this station.
 PP1958
 PP1958.The dynamic height is computed by dividing the NAVD 88
 PP1958.geopotential number by the normal gravity value computed on the
 PP1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1958.degrees latitude (g = 980.6199 gals.).
 PP1958
 PP1958.The modeled gravity was interpolated from observed gravity values.
 PP1958
 PP1958;                    North         East    Units  Estimated Accuracy
 PP1958;SPC MN S     -   303,510.      838,200.      MT  (+/- 180 meters Scaled)
 PP1958
 PP1958                          SUPERSEDED SURVEY CONTROL
 PP1958
 PP1958  NGVD 29 (??/??/92)  264.413  (m)          867.50   (f) ADJ UNCH    2 0
 PP1958
 PP1958.Superseded values are not recommended for survey control.
 PP1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1958.See file dsdata.txt to determine how the superseded data were derived.
 PP1958
 PP1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK591642(NAD 83)
 PP1958
 PP1958_MARKER: DD = SURVEY DISK
 PP1958_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PP1958_SP_SET: DAM
 PP1958_STAMPING: 2762 A 1970
 PP1958_MARK LOGO: MNHD  
 PP1958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PP1958+STABILITY: POSITION/ELEVATION WELL
 PP1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1958+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2007
 PP1958
 PP1958  HISTORY     - Date     Condition        Report By
 PP1958  HISTORY     - 1970     MONUMENTED       MNHD
 PP1958  HISTORY     - 1976     GOOD             MNDT
 PP1958  HISTORY     - 20060710 GOOD             MNDT
 PP1958  HISTORY     - 20070716 GOOD             MNDT
 PP1958
 PP1958                          STATION DESCRIPTION
 PP1958
 PP1958'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1958'IN EDEN PRAIRIE.
 PP1958'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 1.6 MILES SOUTH OF
 PP1958'T.H. 5 ALONG COUNTY ROAD 4 TO COUNTY ROAD 1, THENCE 1.9 MILES WEST
 PP1958'ALONG COUNTY ROAD 1 TO A BRIDGE OVER RILEY CREEK, THENCE NORTH ALONG
 PP1958'RILEY CREEK 0.1 MILES TO A CONCRETE FISH WIER (TRAP) AT THE SOUTH END
 PP1958'OF RILEY LAKE, 290 FEET NORTH OF A TOWNSHIP ROAD IN THE CENTER OF THE
 PP1958'WIER.  NW 1/4 SECTION 30, T 116N, R 22W.  NOTE-- MARK IS 0.3 MILES
 PP1958'SOUTHWEST OF USC AND GS BM M2 AND RILEY ROAD, AND 0.25 MILES NORTHEAST
 PP1958'OF THE HENNEPIN-CARVER COUNTY LINE AND ALONG THE CHICAGO-NORTHWESTERN
 PP1958'RAILROAD.
 PP1958
 PP1958                          STATION RECOVERY (1976)
 PP1958
 PP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1958'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 1.6 MILES SOUTH OF TH
 PP1958'5 ALONG COUNTY ROAD NO. 4 TO COUNTY ROAD NO. 1, THENCE 1.9 MILES WEST
 PP1958'ALONG COUNTY ROAD 1 TO A BRIDGE OVER RILEY CREEK, THENCE NORTH ALONG
 PP1958'RILEY CREEK 0.1 MILE TO A CONCRETE FISH WIER (TRAP) AT THE SOUTH END
 PP1958'OF RILEY LAKE, 290 FEET NORTH OF A TOWNSHIP ROAD IN THE CENTER OF THE
 PP1958'WIER. (DAVIS CALLS FOR DISK IN SE COR. NOT CNTR). NOTE-- MARK IS 0.3
 PP1958'MILES SOUTHWEST OF USCGS BM M2 AND RILEY ROAD, AND 0.25 MILES
 PP1958'NORTHWEST OF THE HENNEPIN-CARVER COUNTY. LINE AND ALONG THE CHICAGO
 PP1958'NORTHWESTERN RAILROAD.
 PP1958
 PP1958                          STATION RECOVERY (2006)
 PP1958
 PP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 PP1958'AT EDEN PRAIRIE, 1.9 MILES WEST OF JUNCTION OF COUNTY ROAD 1 AND
 PP1958'COUNTY ROAD 4, 0.1 MILES NORTH OF COUNTY ROAD 1, IN SOUTHEAST CORNER
 PP1958'OF FISH WEIR TRAP, AT SOUTH END OF RILEY LAKE AT RILEY CREEK, 0.25
 PP1958'MILES NORTHWEST OF THE HENNEPIN-CARVER COUNTY LINE
 PP1958
 PP1958                          STATION RECOVERY (2007)
 PP1958
 PP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1958'THE MARK IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF
 PP1958'EXCELSIOR, 2.8 MI (4.5 KM) SOUTHWEST OF EDEN PRAIRIE AND 2.3 MI (3.7
 PP1958'KM) NORTH-NORTHEAST OF SHAKOPEE.
 PP1958' 
 PP1958'TO REACH TO THE MARK AT EDEN PRAIRIE, 1.9 MI (3.1 KM) WEST OF THE
 PP1958'JUNCTION OF COUNTY ROAD 1 AND COUNTY ROAD 4, 0.1 MI (0.2 KM) NORTH OF
 PP1958'COUNTY ROAD 1, IN SOUTHEAST CORNER OF FISH WEIR TRAP, AT SOUTH END OF
 PP1958'RILEY LAKE AT RILEY CREEK, 0.25 MI (0.4 KM) NORTHWEST OF THE
 PP1958'HENNEPIN-CARVER COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3041 ***********************************************************************
 AE3041  DESIGNATION -  2763 A 1
 AE3041  PID         -  AE3041
 AE3041  STATE/COUNTY-  MN/HENNEPIN
 AE3041  COUNTRY     -  US
 AE3041  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE3041
 AE3041                         *CURRENT SURVEY CONTROL
 AE3041  ______________________________________________________________________
 AE3041* NAD 83(1986) POSITION- 44 51 58.59   (N) 093 25 09.50   (W)   HD_HELD1  
 AE3041* NAVD 88 ORTHO HEIGHT -   270.966  (meters)     888.99  (feet) ADJUSTED  
 AE3041  ______________________________________________________________________
 AE3041  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AE3041  DYNAMIC HEIGHT  -        270.959 (meters)      888.97  (feet) COMP
 AE3041  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 AE3041
 AE3041  VERT ORDER      -  SECOND    CLASS I
 AE3041
 AE3041.The horizontal coordinates were established by differentially corrected
 AE3041.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3041.
 AE3041.The orthometric height was determined by differential leveling and
 AE3041.adjusted in May 2010.
 AE3041
 AE3041.Photographs are available for this station.
 AE3041
 AE3041.The dynamic height is computed by dividing the NAVD 88
 AE3041.geopotential number by the normal gravity value computed on the
 AE3041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3041.degrees latitude (g = 980.6199 gals.).
 AE3041
 AE3041.The modeled gravity was interpolated from observed gravity values.
 AE3041
 AE3041;                    North         East    Units  Estimated Accuracy
 AE3041;SPC MN S     -   307,529.6     845,889.3     MT  (+/- 3 meters HH1 GPS) 
 AE3041
 AE3041                          SUPERSEDED SURVEY CONTROL
 AE3041
 AE3041  NAVD 88 (11/23/99)  270.971  (m)          889.01   (f) SUPERSEDED  2 2
 AE3041
 AE3041.Superseded values are not recommended for survey control.
 AE3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3041.See file dsdata.txt to determine how the superseded data were derived.
 AE3041
 AE3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6687568180(NAD 83)
 AE3041
 AE3041_MARKER: DB = BENCH MARK DISK
 AE3041_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3041_SP_SET: BRIDGE ABUTMENT
 AE3041_STAMPING: 2763 A 1 1979
 AE3041_MARK LOGO: MNDT  
 AE3041_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3041+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AE3041
 AE3041  HISTORY     - Date     Condition        Report By
 AE3041  HISTORY     - 1979     MONUMENTED       MNDT
 AE3041  HISTORY     - 20070313 GOOD             MNDT
 AE3041  HISTORY     - 20070723 GOOD             MNDT
 AE3041
 AE3041                          STATION DESCRIPTION
 AE3041
 AE3041'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE3041'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 0.5 MILE NORTHERLY
 AE3041'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3041'HIGHWAY 494 AT ROWLAND JUNCTION AND IS IN THE SE 1/4 OF SECTION 11,
 AE3041'T116N, R22W.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2763
 AE3041'A 1 1979---, IS SET IN THE NORTHEAST CORNER (ABUTMENT) OF BRIDGE
 AE3041'NUMBER 27087 (COUNTY ROAD 60, BAKER ROAD, OVER HIGHWAYS 169 AND 212).
 AE3041'THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 119.2.
 AE3041
 AE3041                          STATION RECOVERY (2007)
 AE3041
 AE3041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE3041'RECOVERED AS DESCRIBED.
 AE3041
 AE3041                          STATION RECOVERY (2007)
 AE3041
 AE3041'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE3041'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) WEST-NORTHWEST OF
 AE3041'BLOOMINGTON, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.6 MI
 AE3041'(4.2 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3041' 
 AE3041'TO REACH TO THE MARK IN EDEN PRAIRIE, 0.5 MI (0.8 KM) NORTH OF THE
 AE3041'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN NORTHEAST
 AE3041'CORNER OF VALLEY VIEW ROAD, BRIDGE 27087 OVER TRUNK HIGHWAY 212, AT
 AE3041'TRUNK HIGHWAY 212 MILE POINT 159.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3042 ***********************************************************************
 AE3042  DESIGNATION -  2763 A 2
 AE3042  PID         -  AE3042
 AE3042  STATE/COUNTY-  MN/HENNEPIN
 AE3042  COUNTRY     -  US
 AE3042  USGS QUAD   -  EDEN PRAIRIE (1993)
 AE3042
 AE3042                         *CURRENT SURVEY CONTROL
 AE3042  ______________________________________________________________________
 AE3042* NAD 83(1986) POSITION- 44 52 00.09   (N) 093 25 13.56   (W)   HD_HELD1  
 AE3042* NAVD 88 ORTHO HEIGHT -   268.996  (meters)     882.53  (feet) ADJUSTED  
 AE3042  ______________________________________________________________________
 AE3042  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AE3042  DYNAMIC HEIGHT  -        268.989 (meters)      882.51  (feet) COMP
 AE3042  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 AE3042
 AE3042  VERT ORDER      -  SECOND    CLASS I
 AE3042
 AE3042.The horizontal coordinates were established by differentially corrected
 AE3042.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3042.
 AE3042.The orthometric height was determined by differential leveling and
 AE3042.adjusted in May 2010.
 AE3042
 AE3042.Photographs are available for this station.
 AE3042
 AE3042.The dynamic height is computed by dividing the NAVD 88
 AE3042.geopotential number by the normal gravity value computed on the
 AE3042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3042.degrees latitude (g = 980.6199 gals.).
 AE3042
 AE3042.The modeled gravity was interpolated from observed gravity values.
 AE3042
 AE3042;                    North         East    Units  Estimated Accuracy
 AE3042;SPC MN S     -   307,575.3     845,799.8     MT  (+/- 3 meters HH1 GPS) 
 AE3042
 AE3042                          SUPERSEDED SURVEY CONTROL
 AE3042
 AE3042  NAVD 88 (11/23/99)  269.002  (m)          882.55   (f) SUPERSEDED  2 2
 AE3042
 AE3042.Superseded values are not recommended for survey control.
 AE3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3042.See file dsdata.txt to determine how the superseded data were derived.
 AE3042
 AE3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6678668227(NAD 83)
 AE3042
 AE3042_MARKER: Z = SEE DESCRIPTION
 AE3042_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3042_SP_SET: BRIDGE ABUTMENT
 AE3042_STAMPING: A 2
 AE3042_MARK LOGO: MNDT  
 AE3042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3042+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AE3042
 AE3042  HISTORY     - Date     Condition        Report By
 AE3042  HISTORY     - 1978     MONUMENTED       MNDT
 AE3042  HISTORY     - 20060930 GOOD             USPSQD
 AE3042  HISTORY     - 20070313 GOOD             MNDT
 AE3042  HISTORY     - 20070723 GOOD             MNDT
 AE3042
 AE3042                          STATION DESCRIPTION
 AE3042
 AE3042'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3042'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 0.5 MILE NORTHERLY
 AE3042'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3042'HIGHWAY 494 AT ROWLAND JUNCTION AND IS IN THE SE 1/4 OF SECTION 11,
 AE3042'T116N, R22W.  THE MARK, A BRASS PLUG STAMPED---A 2---, IS SET IN THE
 AE3042'SOUTHWEST CORNER (ABUTMENT) OF BRIDGE NUMBER 27087 (COUNTY ROAD 60,
 AE3042'BAKER ROAD, OVER HIGHWAYS 169 AND 212).  THE BRIDGE IS AT HIGHWAY 169
 AE3042'MILEPOINT 119.2.
 AE3042
 AE3042                          STATION RECOVERY (2006)
 AE3042
 AE3042'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AE3042'BRIDGE NOW CARRIES VALLEY VIEW ROAD OVER HIGHWAY 212 ONLY. HIGHWAY 169
 AE3042'HAS BEEN ROUTED ELSEWHERE. MARK IS A BRASS PLUG OF ABOUT 5/8 INCHES IN
 AE3042'DIAMETER WHICH IS STAMPED A2.
 AE3042' 
 AE3042
 AE3042                          STATION RECOVERY (2007)
 AE3042
 AE3042'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AE3042'RECOVERED AS DESCRIBED.
 AE3042
 AE3042                          STATION RECOVERY (2007)
 AE3042
 AE3042'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE3042'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 AE3042'BLOOMINGTON, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.6 MI
 AE3042'(4.2 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3042' 
 AE3042'TO REACH TO THE MARK IN EDEN PRAIRIE, 0.5 MI (0.8 KM) NORTH OF THE
 AE3042'JUNCTION OF TRUNK HIGHWAY 169-TH 212 AND INTERSTATE HIGHWAY 494, IN
 AE3042'SOUTHWEST CORNER OF VALLEY VIEW ROAD, BRIDGE 27087 OVER TRUNK HIGHWAY
 AE3042'212, AT TRUNK HIGHWAY 212 MILE POINT 159.9, MARK IS A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3044 ***********************************************************************
 AE3044  DESIGNATION -  2763 C 1
 AE3044  PID         -  AE3044
 AE3044  STATE/COUNTY-  MN/HENNEPIN
 AE3044  COUNTRY     -  US
 AE3044  USGS QUAD   -  HOPKINS (1993)
 AE3044
 AE3044                         *CURRENT SURVEY CONTROL
 AE3044  ______________________________________________________________________
 AE3044* NAD 83(1986) POSITION- 44 52 54.18   (N) 093 24 43.73   (W)   HD_HELD1  
 AE3044* NAVD 88 ORTHO HEIGHT -   274.038  (meters)     899.07  (feet) ADJUSTED  
 AE3044  ______________________________________________________________________
 AE3044  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 AE3044  DYNAMIC HEIGHT  -        274.031 (meters)      899.05  (feet) COMP
 AE3044  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 AE3044
 AE3044  VERT ORDER      -  SECOND    CLASS II
 AE3044
 AE3044.The horizontal coordinates were established by differentially corrected
 AE3044.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3044.
 AE3044.The orthometric height was determined by differential leveling and
 AE3044.adjusted in November 1999.
 AE3044
 AE3044.Photographs are available for this station.
 AE3044
 AE3044.The dynamic height is computed by dividing the NAVD 88
 AE3044.geopotential number by the normal gravity value computed on the
 AE3044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3044.degrees latitude (g = 980.6199 gals.).
 AE3044
 AE3044.The modeled gravity was interpolated from observed gravity values.
 AE3044
 AE3044;                    North         East    Units  Estimated Accuracy
 AE3044;SPC MN S     -   309,249.5     846,442.6     MT  (+/- 3 meters HH1 GPS) 
 AE3044
 AE3044                          SUPERSEDED SURVEY CONTROL
 AE3044
 AE3044.No superseded survey control is available for this station.
 AE3044
 AE3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6744969893(NAD 83)
 AE3044
 AE3044_MARKER: DD = SURVEY DISK
 AE3044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3044_SP_SET: BRIDGE ABUTMENT
 AE3044_STAMPING: 2763 C 1 1979
 AE3044_MARK LOGO: MNDT  
 AE3044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3044
 AE3044  HISTORY     - Date     Condition        Report By
 AE3044  HISTORY     - 1978     MONUMENTED       MNDT
 AE3044  HISTORY     - 20021202 MARK NOT FOUND   USPSQD
 AE3044  HISTORY     - 20070807 GOOD             MNDT
 AE3044
 AE3044                          STATION DESCRIPTION
 AE3044
 AE3044'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3044'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 1.6 MILES NORTHERLY
 AE3044'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3044'HIGHWAY 494 AT ROWLAND JUNTCION AND IS IN THE SW 1/4 OF SECTION 1,
 AE3044'T116N, R22W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AE3044'STAMPED---2763 C 1 1979---, IS SET IN THE SOUTHEAST CORNER (ABUTMENT)
 AE3044'OF BRIDGE NUMBER 27089 (COUNTY ROAD 61, SHADY OAK ROAD, OVER HIGHWAYS
 AE3044'169 AND 212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 120.3.
 AE3044
 AE3044                          STATION RECOVERY (2002)
 AE3044
 AE3044'RECOVERY NOTE BY US POWER SQUADRON 2002 (RA)
 AE3044'MARK NOT FOUND.
 AE3044
 AE3044                          STATION RECOVERY (2007)
 AE3044
 AE3044'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3044'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 AE3044'BLOOMINGTON, 3.9 MI (6.3 KM) SOUTHEAST OF HOPKINS AND 3.4 MI (5.5 KM)
 AE3044'EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3044' 
 AE3044'TO REACH TO THE MARK IN EDEN PRAIRIE, 1.6 MI (2.6 KM) NORTH OF THE
 AE3044'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN SOUTHEAST
 AE3044'CORNER OF COUNTY ROAD 61 (SHADY OAK RD) BRIDGE 27089 OVER TRUNK
 AE3044'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILE POINT 120.3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3045 ***********************************************************************
 AE3045  DESIGNATION -  2763 C 2
 AE3045  PID         -  AE3045
 AE3045  STATE/COUNTY-  MN/HENNEPIN
 AE3045  COUNTRY     -  US
 AE3045  USGS QUAD   -  HOPKINS (1993)
 AE3045
 AE3045                         *CURRENT SURVEY CONTROL
 AE3045  ______________________________________________________________________
 AE3045* NAD 83(1986) POSITION- 44 52 55.54   (N) 093 24 46.82   (W)   HD_HELD1  
 AE3045* NAVD 88 ORTHO HEIGHT -   273.893  (meters)     898.60  (feet) ADJUSTED  
 AE3045  ______________________________________________________________________
 AE3045  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 AE3045  DYNAMIC HEIGHT  -        273.885 (meters)      898.57  (feet) COMP
 AE3045  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 AE3045
 AE3045  VERT ORDER      -  SECOND    CLASS II
 AE3045
 AE3045.The horizontal coordinates were established by differentially corrected
 AE3045.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3045.
 AE3045.The orthometric height was determined by differential leveling and
 AE3045.adjusted in November 1999.
 AE3045
 AE3045.Photographs are available for this station.
 AE3045
 AE3045.The dynamic height is computed by dividing the NAVD 88
 AE3045.geopotential number by the normal gravity value computed on the
 AE3045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3045.degrees latitude (g = 980.6199 gals.).
 AE3045
 AE3045.The modeled gravity was interpolated from observed gravity values.
 AE3045
 AE3045;                    North         East    Units  Estimated Accuracy
 AE3045;SPC MN S     -   309,291.0     846,374.5     MT  (+/- 3 meters HH1 GPS) 
 AE3045
 AE3045                          SUPERSEDED SURVEY CONTROL
 AE3045
 AE3045.No superseded survey control is available for this station.
 AE3045
 AE3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6738269935(NAD 83)
 AE3045
 AE3045_MARKER: Z = SEE DESCRIPTION
 AE3045_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3045_SP_SET: BRIDGE ABUTMENT
 AE3045_STAMPING: C 2
 AE3045_MARK LOGO: MNDT  
 AE3045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3045
 AE3045  HISTORY     - Date     Condition        Report By
 AE3045  HISTORY     - 1978     MONUMENTED       MNDT
 AE3045  HISTORY     - 20070807 GOOD             MNDT
 AE3045
 AE3045                          STATION DESCRIPTION
 AE3045
 AE3045'DESCRIBED BY MN DEPT OF TRANSP 1978
 AE3045'THE MARK IS LOCATED IN THE TOWN OF EDEN PRAIRIE, 1.6 MILES NORTHERLY
 AE3045'ALONG TRUNK HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE
 AE3045'HIGHWAY 494 AT ROWLAND JUNCTION AND IS IN THE SW 1/4 OF SECTION 1,
 AE3045'T116N, R22W.  THE MARK, A BRASS PLUG STAMPED---C 2---, IS SET IN THE
 AE3045'NORTHWEST CORNER OF BRIDGE 27089 (COUNTY ROAD 61, SHADY OAK ROAD, OVER
 AE3045'HIGHWAYS 169 AND 212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 120.3.
 AE3045
 AE3045                          STATION RECOVERY (2007)
 AE3045
 AE3045'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3045'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF
 AE3045'BLOOMINGTON, 3.8 MI (6.1 KM) SOUTHEAST OF HOPKINS AND 3.4 MI (5.5 KM)
 AE3045'EAST-NORTHEAST OF EDEN PRAIRIE.
 AE3045' 
 AE3045'TO REACH TO THE MARK IN EDEN PRAIRIE, 1.6 MI (2.6 KM) NORTH OF THE
 AE3045'JUNCTION OF TRUNK HIGHWAY 212 AND INTERSTATE HIGHWAY 494, IN NORTHWEST
 AE3045'CORNER OF COUNTY ROAD 61 (SHADY OAK RD) BRIDGE 27089 OVER TRUNK
 AE3045'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILE POINT 120.3, MARK IS A BRASS
 AE3045'PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3047 ***********************************************************************
 AE3047  DESIGNATION -  2763 E
 AE3047  PID         -  AE3047
 AE3047  STATE/COUNTY-  MN/HENNEPIN
 AE3047  COUNTRY     -  US
 AE3047  USGS QUAD   -  HOPKINS (1993)
 AE3047
 AE3047                         *CURRENT SURVEY CONTROL
 AE3047  ______________________________________________________________________
 AE3047* NAD 83(1986) POSITION- 44 53 24.99   (N) 093 23 57.04   (W)   HD_HELD1  
 AE3047* NAVD 88 ORTHO HEIGHT -   279.150  (meters)     915.84  (feet) ADJUSTED  
 AE3047  ______________________________________________________________________
 AE3047  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 AE3047  DYNAMIC HEIGHT  -        279.142 (meters)      915.82  (feet) COMP
 AE3047  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 AE3047
 AE3047  VERT ORDER      -  SECOND    CLASS I
 AE3047
 AE3047.The horizontal coordinates were established by differentially corrected
 AE3047.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3047.
 AE3047.The orthometric height was determined by differential leveling and
 AE3047.adjusted in November 1999.
 AE3047
 AE3047.Photographs are available for this station.
 AE3047
 AE3047.The dynamic height is computed by dividing the NAVD 88
 AE3047.geopotential number by the normal gravity value computed on the
 AE3047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3047.degrees latitude (g = 980.6199 gals.).
 AE3047
 AE3047.The modeled gravity was interpolated from observed gravity values.
 AE3047
 AE3047;                    North         East    Units  Estimated Accuracy
 AE3047;SPC MN S     -   310,208.0     847,460.2     MT  (+/- 3 meters HH1 GPS) 
 AE3047
 AE3047                          SUPERSEDED SURVEY CONTROL
 AE3047
 AE3047.No superseded survey control is available for this station.
 AE3047
 AE3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6847870838(NAD 83)
 AE3047
 AE3047_MARKER: DB = BENCH MARK DISK
 AE3047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3047_SP_SET: BRIDGE ABUTMENT
 AE3047_STAMPING: 2763 E 1978
 AE3047_MARK LOGO: MNHD  
 AE3047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3047+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 AE3047
 AE3047  HISTORY     - Date     Condition        Report By
 AE3047  HISTORY     - 1968     MONUMENTED       MNDT
 AE3047  HISTORY     - 20031102 GOOD             USPSQD
 AE3047  HISTORY     - 20070314 GOOD             MNDT
 AE3047  HISTORY     - 20070807 GOOD             MNDT
 AE3047
 AE3047                          STATION DESCRIPTION
 AE3047
 AE3047'DESCRIBED BY MN DEPT OF TRANSP 1968 (EGS)
 AE3047'THE MARK IS LOCATED IN THE CITY OF EDINA, AT THE JUNCTION OF TRUNK
 AE3047'HIGHWAYS 169 AND 212 AND COUNTY ROAD 18, WHICH IS 2.5 MILES NORTHERLY
 AE3047'ALONG HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH INTERSTATE HIGHWAY
 AE3047'494 AT ROWLAND JUNCTION, 2.4 MILES WEST ALONG HIGHWAYS 169 AND 212
 AE3047'FROM THE JUNCTION OF TRUNK HIGHWAY 100 AND IS IN THE NW 1/4 OF SECTION
 AE3047'6, T116N, R21W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AE3047'STAMPED---2763 E 1979---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 AE3047'NUMBER 27080 (COUNTY ROAD 18 OVER HIGHWAYS 169 AND 212).  THE BRIDGE
 AE3047'IS AT HIGHWAY 169 MILEPOINT 121.1.
 AE3047
 AE3047                          STATION RECOVERY (2003)
 AE3047
 AE3047'RECOVERY NOTE BY US POWER SQUADRON 2003 (REA)
 AE3047'BRIDGE 27080 NOW CARRIES HWY 169 OVER HWY 212
 AE3047'ONLY STAMPING ON DISK IS, 19
 AE3047
 AE3047                          STATION RECOVERY (2007)
 AE3047
 AE3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (RDW)
 AE3047'RECOVERED AS DESCRIBED.  NOTE--DATE STAMPED ON DISK 1978.
 AE3047
 AE3047                          STATION RECOVERY (2007)
 AE3047
 AE3047'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3047'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTHWEST OF BLOOMINGTON,
 AE3047'4.3 MI (6.9 KM) NORTHEAST OF EDEN PRAIRIE AND 3.9 MI (6.3 KM)
 AE3047'SOUTHEAST OF HOPKINS.
 AE3047' 
 AE3047'TO REACH TO THE MARK EDINA, IN WING WALL AT SOUTHEAST CORNER OF TRUNK
 AE3047'HIGHWAY 169 BRIDGE 27080 OVER TRUNK HIGHWAY 62, AT TRUNK HIGHWAY 169
 AE3047'MILE POINT 121.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3048 ***********************************************************************
 AE3048  DESIGNATION -  2763 F
 AE3048  PID         -  AE3048
 AE3048  STATE/COUNTY-  MN/HENNEPIN
 AE3048  COUNTRY     -  US
 AE3048  USGS QUAD   -  HOPKINS (1993)
 AE3048
 AE3048                         *CURRENT SURVEY CONTROL
 AE3048  ______________________________________________________________________
 AE3048* NAD 83(1986) POSITION- 44 53 21.47   (N) 093 23 12.96   (W)   HD_HELD1  
 AE3048* NAVD 88 ORTHO HEIGHT -   273.777  (meters)     898.22  (feet) ADJUSTED  
 AE3048  ______________________________________________________________________
 AE3048  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 AE3048  DYNAMIC HEIGHT  -        273.770 (meters)      898.19  (feet) COMP
 AE3048  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 AE3048
 AE3048  VERT ORDER      -  SECOND    CLASS I
 AE3048
 AE3048.The horizontal coordinates were established by differentially corrected
 AE3048.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3048.
 AE3048.The orthometric height was determined by differential leveling and
 AE3048.adjusted in November 1999.
 AE3048
 AE3048.Photographs are available for this station.
 AE3048
 AE3048.The dynamic height is computed by dividing the NAVD 88
 AE3048.geopotential number by the normal gravity value computed on the
 AE3048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3048.degrees latitude (g = 980.6199 gals.).
 AE3048
 AE3048.The modeled gravity was interpolated from observed gravity values.
 AE3048
 AE3048;                    North         East    Units  Estimated Accuracy
 AE3048;SPC MN S     -   310,106.5     848,428.2     MT  (+/- 3 meters HH1 GPS) 
 AE3048
 AE3048                          SUPERSEDED SURVEY CONTROL
 AE3048
 AE3048.No superseded survey control is available for this station.
 AE3048
 AE3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6944570725(NAD 83)
 AE3048
 AE3048_MARKER: DB = BENCH MARK DISK
 AE3048_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3048_SP_SET: BRIDGE ABUTMENT
 AE3048_STAMPING: 2763 F 1979
 AE3048_MARK LOGO: MNHD  
 AE3048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE3048+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2007
 AE3048
 AE3048  HISTORY     - Date     Condition        Report By
 AE3048  HISTORY     - 1979     MONUMENTED       MNDT
 AE3048  HISTORY     - 20070314 GOOD             MNDT
 AE3048  HISTORY     - 20070809 GOOD             MNDT
 AE3048
 AE3048                          STATION DESCRIPTION
 AE3048
 AE3048'DESCRIBED BY MN DEPT OF TRANSP 1979 (EGS)
 AE3048'THE MARK IS LOCATED IN THE CITY OF EDINA, 1.9 MILES WEST ALONG TRUNK
 AE3048'HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100 AND IS
 AE3048'IN THE NE 1/4 OF SECTION 6, T116N, R21W.  THE MARK, A STANDARD MNDT
 AE3048'BENCH MARK DISK STAMPED---2763 F 1979---, IS SET IN THE SOUTHEAST
 AE3048'CORNER OF BRIDGE NUMBER 27082 (GLEASON ROAD OVER HIGHWAYS 169 AND
 AE3048'212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 121.7.
 AE3048
 AE3048                          STATION RECOVERY (2007)
 AE3048
 AE3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (RDW)
 AE3048'RECOVERED IN GOOD CONDITION.  DISK SET IN BRIDGE WHEN BUILT IN 1966
 AE3048'THEN STAMPED WHEN USED IN 1979.
 AE3048
 AE3048                          STATION RECOVERY (2007)
 AE3048
 AE3048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3048'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTHWEST OF BLOOMINGTON,
 AE3048'4.8 MI (7.7 KM) EAST-NORTHEAST OF EDEN PRAIRIE AND 4.5 MI (7.2 KM)
 AE3048'EAST-SOUTHEAST OF HOPKINS.
 AE3048' 
 AE3048'TO REACH TO THE MARK IN EDINA, 1.9 MI (3.1 KM) WEST OF THE JUNCTION OF
 AE3048'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF
 AE3048'GLEASON ROAD BRIDGE 27082 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 AE3048'MILE POINT 123.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3049 ***********************************************************************
 AE3049  DESIGNATION -  2763 G
 AE3049  PID         -  AE3049
 AE3049  STATE/COUNTY-  MN/HENNEPIN
 AE3049  COUNTRY     -  US
 AE3049  USGS QUAD   -  HOPKINS (1993)
 AE3049
 AE3049                         *CURRENT SURVEY CONTROL
 AE3049  ______________________________________________________________________
 AE3049* NAD 83(1986) POSITION- 44 53 16.77   (N) 093 22 35.70   (W)   HD_HELD1  
 AE3049* NAVD 88 ORTHO HEIGHT -   260.951  (meters)     856.14  (feet) ADJUSTED  
 AE3049  ______________________________________________________________________
 AE3049  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 AE3049  DYNAMIC HEIGHT  -        260.943 (meters)      856.11  (feet) COMP
 AE3049  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 AE3049
 AE3049  VERT ORDER      -  SECOND    CLASS II
 AE3049
 AE3049.The horizontal coordinates were established by differentially corrected
 AE3049.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3049.
 AE3049.The orthometric height was determined by differential leveling and
 AE3049.adjusted in November 1999.
 AE3049
 AE3049.Photographs are available for this station.
 AE3049
 AE3049.The dynamic height is computed by dividing the NAVD 88
 AE3049.geopotential number by the normal gravity value computed on the
 AE3049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3049.degrees latitude (g = 980.6199 gals.).
 AE3049
 AE3049.The modeled gravity was interpolated from observed gravity values.
 AE3049
 AE3049;                    North         East    Units  Estimated Accuracy
 AE3049;SPC MN S     -   309,967.6     849,246.9     MT  (+/- 3 meters HH1 GPS) 
 AE3049
 AE3049                          SUPERSEDED SURVEY CONTROL
 AE3049
 AE3049.No superseded survey control is available for this station.
 AE3049
 AE3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7026170576(NAD 83)
 AE3049
 AE3049_MARKER: DD = SURVEY DISK
 AE3049_SETTING: 0 = UNSPECIFIED SETTING
 AE3049_SP_SET: IRON ROD
 AE3049_STAMPING: 2763 G 1979
 AE3049_MARK LOGO: MNDT  
 AE3049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE3049
 AE3049  HISTORY     - Date     Condition        Report By
 AE3049  HISTORY     - 1978     MONUMENTED       MNDT
 AE3049  HISTORY     - 20070809 GOOD             MNDT
 AE3049
 AE3049                          STATION DESCRIPTION
 AE3049
 AE3049'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3049'THE MARK IS LOCATED IN THE CITY OF EDINA, 1.3 MILES WEST ALONG TRUNK
 AE3049'HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100, 0.5
 AE3049'MILE EAST OF GLEASON ROAD, 0.4 MILE WEST OF TRACY AVENUE AND IS IN THE
 AE3049'NW 1/4 OF SECTION 5, T116N, R21W.  THE MARK IS 95 FEET SOUTH OF AND
 AE3049'ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF EASTBOUND HIGHWAY 169 AT
 AE3049'MILEPOINT 122.2, 84 FEET SOUTHWEST OF THE SOUTH END OF THE CULVERT
 AE3049'CARRYING NINE MILE CREEK UNDER HIGHWAYS 169 AND 212, 5 FEET NORTH OF A
 AE3049'CHAIN LINK FENCE AND 1 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK,
 AE3049'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2763 G
 AE3049'1979---, IS FASTENED TO THE TOP OF 8 FEET OF COPPER-CLAD STEEL ROD
 AE3049'(MAGNETIC) WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE BOTTOM AND
 AE3049'SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AE3049
 AE3049                          STATION RECOVERY (2007)
 AE3049
 AE3049'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3049'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF EDEN
 AE3049'PRAIRIE, 5.0 MI (8.0 KM) NORTHWEST OF BLOOMINGTON AND 4.9 MI (7.9 KM)
 AE3049'EAST-SOUTHEAST OF HOPKINS.
 AE3049' 
 AE3049'TO REACH TO THE MARK IN EDINA, 1.3 MI (2.1 KM) WEST OF THE JUNCTION OF
 AE3049'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, 0.5 MI (0.8 KM) EAST
 AE3049'OF GLEASON ROAD, 0.4 MI (0.6 KM) WEST OF TRACY AVENUE, 95 FT (29.0 M)
 AE3049'SOUTH OF EASTBOUND TRUNK HIGHWAY 62 AT MILE POINT 107, 84 FT (25.6 M)
 AE3049'SOUTHWEST OF SOUTH END OF 9 MI (14.5 KM) CREEK CULVERT UNDER TRUNK
 AE3049'HIGHWAY 169, 5 FT (1.5 M) NORTH OF A FENCE, 1 FT (0.3 M) NORTH OF A
 AE3049'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3050 ***********************************************************************
 AE3050  DESIGNATION -  2763 H
 AE3050  PID         -  AE3050
 AE3050  STATE/COUNTY-  MN/HENNEPIN
 AE3050  COUNTRY     -  US
 AE3050  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE3050
 AE3050                         *CURRENT SURVEY CONTROL
 AE3050  ______________________________________________________________________
 AE3050* NAD 83(1986) POSITION- 44 53 13.67   (N) 093 22 08.16   (W)   HD_HELD1  
 AE3050* NAVD 88 ORTHO HEIGHT -   266.735  (meters)     875.11  (feet) ADJUSTED  
 AE3050  ______________________________________________________________________
 AE3050  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 AE3050  DYNAMIC HEIGHT  -        266.727 (meters)      875.09  (feet) COMP
 AE3050  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 AE3050
 AE3050  VERT ORDER      -  SECOND    CLASS II
 AE3050
 AE3050.The horizontal coordinates were established by differentially corrected
 AE3050.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3050.
 AE3050.The orthometric height was determined by differential leveling and
 AE3050.adjusted in November 1999.
 AE3050
 AE3050.Photographs are available for this station.
 AE3050
 AE3050.The dynamic height is computed by dividing the NAVD 88
 AE3050.geopotential number by the normal gravity value computed on the
 AE3050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3050.degrees latitude (g = 980.6199 gals.).
 AE3050
 AE3050.The modeled gravity was interpolated from observed gravity values.
 AE3050
 AE3050;                    North         East    Units  Estimated Accuracy
 AE3050;SPC MN S     -   309,876.6     849,851.9     MT  (+/- 3 meters HH1 GPS) 
 AE3050
 AE3050                          SUPERSEDED SURVEY CONTROL
 AE3050
 AE3050.No superseded survey control is available for this station.
 AE3050
 AE3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7086570478(NAD 83)
 AE3050
 AE3050_MARKER: DD = SURVEY DISK
 AE3050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3050_SP_SET: BRIDGE ABUTMENT
 AE3050_STAMPING: 2763 H 1979
 AE3050_MARK LOGO: MNDT  
 AE3050_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3050+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 AE3050
 AE3050  HISTORY     - Date     Condition        Report By
 AE3050  HISTORY     - 1978     MONUMENTED       MNDT
 AE3050  HISTORY     - 20041008 GOOD             USPSQD
 AE3050  HISTORY     - 20070809 GOOD             MNDT
 AE3050
 AE3050                          STATION DESCRIPTION
 AE3050
 AE3050'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3050'THE MARK IS LOCATED IN THE CITY OF EDINA, IS 0.9 MILE WEST ALONG TRUNK
 AE3050'HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100 AND IS
 AE3050'IN THE NE 1/4 OF SECTION 5, T116N, R21W.  THE MARK, A STANDARD MNDT
 AE3050'BENCH MARK DISK STAMPED---2763 H 1979---, IS SET IN THE SOUTHEAST
 AE3050'CORNER OF BRIDGE NUMBER 27083 (TRACY AVENUE OVER HIGHWAYS 169 AND
 AE3050'212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 122.6.
 AE3050
 AE3050                          STATION RECOVERY (2004)
 AE3050
 AE3050'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AE3050'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AE3050'REMOVE HIGHWAY 212 AND 169 FROM  DESCRIPTION AND ADD MN HIGHWAY 62
 AE3050'EAST OF TH 100. SPSPS ATD
 AE3050
 AE3050                          STATION RECOVERY (2007)
 AE3050
 AE3050'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3050'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) EAST-NORTHEAST OF EDEN
 AE3050'PRAIRIE, 5.3 MI (8.5 KM) EAST-SOUTHEAST OF HOPKINS AND 4.7 MI (7.6 KM)
 AE3050'NORTHWEST OF BLOOMINGTON.
 AE3050' 
 AE3050'TO REACH TO THE MARK IN EDINA, 0.9 MI (1.4 KM) WEST OF THE JUNCTION OF
 AE3050'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF
 AE3050'TRACY AVENUE BRIDGE 27083 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 AE3050'MI (271.9 KM) POINT 122.6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE3052 ***********************************************************************
 AE3052  DESIGNATION -  2763 K
 AE3052  PID         -  AE3052
 AE3052  STATE/COUNTY-  MN/HENNEPIN
 AE3052  COUNTRY     -  US
 AE3052  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 AE3052
 AE3052                         *CURRENT SURVEY CONTROL
 AE3052  ______________________________________________________________________
 AE3052* NAD 83(1986) POSITION- 44 53 21.85   (N) 093 21 29.93   (W)   HD_HELD1  
 AE3052* NAVD 88 ORTHO HEIGHT -   290.103  (meters)     951.78  (feet) ADJUSTED  
 AE3052  ______________________________________________________________________
 AE3052  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 AE3052  DYNAMIC HEIGHT  -        290.095 (meters)      951.75  (feet) COMP
 AE3052  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 AE3052
 AE3052  VERT ORDER      -  SECOND    CLASS II
 AE3052
 AE3052.The horizontal coordinates were established by differentially corrected
 AE3052.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE3052.
 AE3052.The orthometric height was determined by differential leveling and
 AE3052.adjusted in November 1999.
 AE3052
 AE3052.Photographs are available for this station.
 AE3052
 AE3052.The dynamic height is computed by dividing the NAVD 88
 AE3052.geopotential number by the normal gravity value computed on the
 AE3052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3052.degrees latitude (g = 980.6199 gals.).
 AE3052
 AE3052.The modeled gravity was interpolated from observed gravity values.
 AE3052
 AE3052;                    North         East    Units  Estimated Accuracy
 AE3052;SPC MN S     -   310,135.6     850,688.8     MT  (+/- 3 meters HH1 GPS) 
 AE3052
 AE3052                          SUPERSEDED SURVEY CONTROL
 AE3052
 AE3052.No superseded survey control is available for this station.
 AE3052
 AE3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7170570727(NAD 83)
 AE3052
 AE3052_MARKER: DB = BENCH MARK DISK
 AE3052_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE3052_SP_SET: BRIDGE ABUTMENT
 AE3052_STAMPING: 2763 K 1979
 AE3052_MARK LOGO: MNDT  
 AE3052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE3052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3052
 AE3052  HISTORY     - Date     Condition        Report By
 AE3052  HISTORY     - 1978     MONUMENTED       MNDT
 AE3052  HISTORY     - 1980     GOOD             MNDT
 AE3052  HISTORY     - 20070809 GOOD             MNDT
 AE3052
 AE3052                          STATION DESCRIPTION
 AE3052
 AE3052'DESCRIBED BY MN DEPT OF TRANSP 1978 (EGS)
 AE3052'THE MARK IS LOCATED IN THE CITY OF EDINA, 0.4 MILE WEST ALONG TRUNK
 AE3052'HIGHWAYS 169 AND 212 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100 AND IS
 AE3052'IN THE NW 1/4 OF SECTION 4, T116N, R21W.  THE MARK, A STANDARD MNDT
 AE3052'BENCH MARK DISK STAMPED---2763 K 1979---, IS SET IN THE SOUTHEAST
 AE3052'CORNER OF BRIDGE NUMBER 27084 (WYMAN AVENUE OVER HIGHWAYS 169 AND
 AE3052'212).  THE BRIDGE IS AT HIGHWAY 169 MILEPOINT 123.1.
 AE3052
 AE3052                          STATION RECOVERY (1980)
 AE3052
 AE3052'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 AE3052'RECOVERED AS DESCRIBED.
 AE3052
 AE3052                          STATION RECOVERY (2007)
 AE3052
 AE3052'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AE3052'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-NORTHEAST OF EDEN
 AE3052'PRAIRIE, 5.7 MI (9.2 KM) EAST-SOUTHEAST OF HOPKINS AND 4.5 MI (7.2 KM)
 AE3052'NORTHWEST OF BLOOMINGTON.
 AE3052' 
 AE3052'TO REACH TO THE MARK IN EDINA, 0.4 MI (0.6 KM) WEST OF THE JUNCTION OF
 AE3052'TRUNK HIGHWAY 169-TH 212 AND TRUNK HIGHWAY 100, IN SOUTHEAST CORNER OF
 AE3052'WYMAN AVENUE BRIDGE 27084 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 AE3052'MILE POINT 123.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0887 ***********************************************************************
 QO0887  DESIGNATION -  277/2 CAP
 QO0887  PID         -  QO0887
 QO0887  STATE/COUNTY-  MN/SHERBURNE
 QO0887  COUNTRY     -  US
 QO0887  USGS QUAD   -  BIG LAKE (1991)
 QO0887
 QO0887                         *CURRENT SURVEY CONTROL
 QO0887  ______________________________________________________________________
 QO0887* NAD 83(1986) POSITION- 45 18 00.     (N) 093 40 34.     (W)   SCALED    
 QO0887* NAVD 88 ORTHO HEIGHT -   272.884  (meters)     895.29  (feet) ADJUSTED  
 QO0887  ______________________________________________________________________
 QO0887  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 QO0887  DYNAMIC HEIGHT  -        272.864 (meters)      895.22  (feet) COMP
 QO0887  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 QO0887
 QO0887  VERT ORDER      -  FIRST     CLASS I
 QO0887
 QO0887.The horizontal coordinates were scaled from a topographic map and have
 QO0887.an estimated accuracy of +/- 6 seconds.
 QO0887.
 QO0887.The orthometric height was determined by differential leveling and
 QO0887.adjusted in June 1991.
 QO0887
 QO0887.The dynamic height is computed by dividing the NAVD 88
 QO0887.geopotential number by the normal gravity value computed on the
 QO0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0887.degrees latitude (g = 980.6199 gals.).
 QO0887
 QO0887.The modeled gravity was interpolated from observed gravity values.
 QO0887
 QO0887;                    North         East    Units  Estimated Accuracy
 QO0887;SPC MN S     -   355,620.      825,400.      MT  (+/- 180 meters Scaled)
 QO0887
 QO0887                          SUPERSEDED SURVEY CONTROL
 QO0887
 QO0887  NGVD 29 (??/??/92)  272.720  (m)          894.75   (f) ADJ UNCH    1 1
 QO0887
 QO0887.Superseded values are not recommended for survey control.
 QO0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0887.See file dsdata.txt to determine how the superseded data were derived.
 QO0887
 QO0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL469164(NAD 83)
 QO0887
 QO0887_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0887_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0887_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0887
 QO0887  HISTORY     - Date     Condition        Report By
 QO0887  HISTORY     - UNK      MONUMENTED       MRC
 QO0887  HISTORY     - 1970     GOOD             NGS
 QO0887
 QO0887                          STATION DESCRIPTION
 QO0887
 QO0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0887'6.55 MI E FROM MONTICELLO.
 QO0887'ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST END
 QO0887'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO, THENCE
 QO0887'5.8 MILES EAST ALONG COUNTY ROAD 14, THENCE 0.4 MILE SOUTH ALONG
 QO0887'COUNTY ROAD 30, THENCE 0.25 MILE SOUTH ALONG A TRAIL ROAD, 19 1/2 FEET
 QO0887'NORTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 33 FEET NORTHEAST OF A
 QO0887'30-INCH OAK TREE, 31 1/2 FEET SOUTHWEST OF A 32-INCH OAK TREE, 9 1/2
 QO0887'FEET NORTH OF A 11-INCH OAK TREE WHICH BEARS A TRIANGULAR BLAZE, 0.9
 QO0887'FOOT NORTHEAST OF A METAL WITNESS POST.  ACCESS TO WHICH IS HAD
 QO0887'THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION
 QO0887'CAP AND WHICH PROJECTS 10 INCHES.  1/4, SEC 34, T 33N, R 27W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0936 ***********************************************************************
 AI0936  DESIGNATION -  2771 A
 AI0936  PID         -  AI0936
 AI0936  STATE/COUNTY-  MN/HENNEPIN
 AI0936  COUNTRY     -  US
 AI0936  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 AI0936
 AI0936                         *CURRENT SURVEY CONTROL
 AI0936  ______________________________________________________________________
 AI0936* NAD 83(1986) POSITION- 45 07 25.03   (N) 093 19 14.43   (W)   HD_HELD1  
 AI0936* NAVD 88 ORTHO HEIGHT -   261.481  (meters)     857.88  (feet) ADJUSTED  
 AI0936  ______________________________________________________________________
 AI0936  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AI0936  DYNAMIC HEIGHT  -        261.475 (meters)      857.86  (feet) COMP
 AI0936  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 AI0936
 AI0936  VERT ORDER      -  SECOND    CLASS I
 AI0936
 AI0936.The horizontal coordinates were established by differentially corrected
 AI0936.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0936.
 AI0936.The orthometric height was determined by differential leveling and
 AI0936.adjusted in October 1999.
 AI0936
 AI0936.Photographs are available for this station.
 AI0936
 AI0936.The dynamic height is computed by dividing the NAVD 88
 AI0936.geopotential number by the normal gravity value computed on the
 AI0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0936.degrees latitude (g = 980.6199 gals.).
 AI0936
 AI0936.The modeled gravity was interpolated from observed gravity values.
 AI0936
 AI0936;                    North         East    Units  Estimated Accuracy
 AI0936;SPC MN S     -   336,186.6     853,445.7     MT  (+/- 3 meters HH1 GPS) 
 AI0936
 AI0936                          SUPERSEDED SURVEY CONTROL
 AI0936
 AI0936.No superseded survey control is available for this station.
 AI0936
 AI0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7478096733(NAD 83)
 AI0936
 AI0936_MARKER: DD = SURVEY DISK
 AI0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0936_SP_SET: CONCRETE FOOTING
 AI0936_STAMPING: 2771 A 1992
 AI0936_MARK LOGO: MNDT  
 AI0936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0936+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AI0936
 AI0936  HISTORY     - Date     Condition        Report By
 AI0936  HISTORY     - 1992     MONUMENTED       MNDT
 AI0936  HISTORY     - 20011106 GOOD             MNDT
 AI0936  HISTORY     - 20070725 GOOD             MNDT
 AI0936
 AI0936                          STATION DESCRIPTION
 AI0936
 AI0936'DESCRIBED BY MN DEPT OF TRANSP 1992
 AI0936'THE MARK IS LOCATED IN THE NE PART OF BROOKLYN PARK IN THE SE 1/4 OF
 AI0936'SECTION 10, T119N, R21W.  THE MARK IS 1.25 MI (2.01 KM) WEST OF THE
 AI0936'MISSISSIPPI RIVER.  THE MARK, A DISK SET IN THE CONC BASE OF A
 AI0936'POWERLINE TOWER, IS 2000 FT (609.6 M) WEST OF RUSSELL AVE, AND 100 FT
 AI0936'(30.5 M) NORTH OF 93RD AVE.
 AI0936
 AI0936                          STATION RECOVERY (2001)
 AI0936
 AI0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0936'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AI0936'7.1 MI (11.4 KM) NORTHWEST OF NEW BRIGHTON, 6.1 MI (9.8 KM)
 AI0936'SOUTH-SOUTHEAST OF ANOKA AND 4.0 MI (6.4 KM) EAST OF OSSEO.
 AI0936' 
 AI0936'TO REACH HEAD NORTH ON CENTRAL AVENUE TOWARD FIFTH ST NE 0.2 MI (0.3
 AI0936'KM) TURN RIGHT AT SEVENTH ST NE/93RD AVENUE N 0.6 MI (1.0 KM) TURN
 AI0936'LEFT AT US-169 N 0.3 MI (0.5 KM) TURN RIGHT TO MERGE ONTO MN-610 E 3.7
 AI0936'MI, (6.0 KM), EXIT ONTO MN-252 S 1.3 MI (2.1 KM) MAKE A U-TURN AT 85TH
 AI0936'AVENUE N 0.5 MI (0.8 KM) TAKE THE RAMP ONTO MN-610 W.
 AI0936
 AI0936                          STATION RECOVERY (2007)
 AI0936
 AI0936'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AI0936'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF NEW BRIGHTON,
 AI0936'6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF ANOKA AND 4.0 MI (6.4 KM) EAST OF
 AI0936'OSSEO.
 AI0936' 
 AI0936'TO REACH TO THE MARK IN NORTHEAST PART OF BROOKLYN PARK, 1.25 MI (2.0
 AI0936'KM) WEST OF MISSISSIPPI RIVER, 2000 FT (609.6 M) WEST OF RUSSELL
 AI0936'AVENUE, IN CONCRETE BASE OF POWER LINE TOWER NUMBER 18, 118 FT (36.0
 AI0936'M) NORTH OF WEST-BOUND TRUNK HIGHWAY 610, 8.0 FT (2.4 M) NORTH OF
 AI0936'SOUND WALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6477 ***********************************************************************
 DK6477  DESIGNATION -  2771 AB
 DK6477  PID         -  DK6477
 DK6477  STATE/COUNTY-  MN/HENNEPIN
 DK6477  COUNTRY     -  US
 DK6477  USGS QUAD   -  ANOKA (1993)
 DK6477
 DK6477                         *CURRENT SURVEY CONTROL
 DK6477  ______________________________________________________________________
 DK6477* NAD 83(1986) POSITION- 45 07 48.57   (N) 093 23 25.85   (W)   HD_HELD1  
 DK6477* NAVD 88 ORTHO HEIGHT -   278.659  (meters)     914.23  (feet) ADJUSTED  
 DK6477  ______________________________________________________________________
 DK6477  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DK6477  DYNAMIC HEIGHT  -        278.647 (meters)      914.19  (feet) COMP
 DK6477  MODELED GRAVITY -    980,567.8   (mgal)                       NAVD 88
 DK6477
 DK6477  VERT ORDER      -  SECOND    CLASS I
 DK6477
 DK6477.The horizontal coordinates were established by differentially corrected
 DK6477.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6477.
 DK6477.The orthometric height was determined by differential leveling and
 DK6477.adjusted in October 2008.
 DK6477
 DK6477.Photographs are available for this station.
 DK6477
 DK6477.The dynamic height is computed by dividing the NAVD 88
 DK6477.geopotential number by the normal gravity value computed on the
 DK6477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6477.degrees latitude (g = 980.6199 gals.).
 DK6477
 DK6477.The modeled gravity was interpolated from observed gravity values.
 DK6477
 DK6477;                    North         East    Units  Estimated Accuracy
 DK6477;SPC MN S     -   336,870.0     847,945.8     MT  (+/- 3 meters HH1 GPS) 
 DK6477
 DK6477                          SUPERSEDED SURVEY CONTROL
 DK6477
 DK6477.No superseded survey control is available for this station.
 DK6477
 DK6477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6929197483(NAD 83)
 DK6477
 DK6477_MARKER: DD = SURVEY DISK
 DK6477_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6477_SP_SET: BRIDGE RAILING
 DK6477_STAMPING: 2771 AB 1998
 DK6477_MARK LOGO: MNDT  
 DK6477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6477+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 DK6477
 DK6477  HISTORY     - Date     Condition        Report By
 DK6477  HISTORY     - 1998     MONUMENTED       MNDT
 DK6477  HISTORY     - 19981106 GOOD             MNDT
 DK6477  HISTORY     - 20080819 GOOD             MNDT
 DK6477
 DK6477                          STATION DESCRIPTION
 DK6477
 DK6477'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DK6477'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF ROGERS,
 DK6477'4.7 MI (7.6 KM) SOUTH OF ANOKA AND 0.9 MI (1.4 KM) NORTHEAST OF OSSEO.
 DK6477'THE MARK IS IN OSSEO, AT THE JUNCTION OF TRUNK HIGHWAY 610 WESTBOUND,
 DK6477'MARK SET IN RAIL AT SOUTHEAST CORNER WESTBOUND TRUNK HIGHWAY 610
 DK6477'BRIDGE NUMBER 27233 OVER TH 169, 27.3 FT (8.3 M) SOUTH OF WESTBOUND TH
 DK6477'610, 24.3 FT (7.4 M) WEST OF THE SOUTHEAST CORNER OF SOUTHEAST BRIDGE
 DK6477'RAIL, MARK IS SET FLUSH.
 DK6477
 DK6477                          STATION RECOVERY (2008)
 DK6477
 DK6477'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6477'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6476 ***********************************************************************
 DK6476  DESIGNATION -  2771 AC
 DK6476  PID         -  DK6476
 DK6476  STATE/COUNTY-  MN/HENNEPIN
 DK6476  COUNTRY     -  US
 DK6476  USGS QUAD   -  ANOKA (1993)
 DK6476
 DK6476                         *CURRENT SURVEY CONTROL
 DK6476  ______________________________________________________________________
 DK6476* NAD 83(1986) POSITION- 45 07 47.47   (N) 093 23 25.53   (W)   HD_HELD1  
 DK6476* NAVD 88 ORTHO HEIGHT -   278.531  (meters)     913.81  (feet) ADJUSTED  
 DK6476  ______________________________________________________________________
 DK6476  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DK6476  DYNAMIC HEIGHT  -        278.520 (meters)      913.78  (feet) COMP
 DK6476  MODELED GRAVITY -    980,567.9   (mgal)                       NAVD 88
 DK6476
 DK6476  VERT ORDER      -  SECOND    CLASS I
 DK6476
 DK6476.The horizontal coordinates were established by differentially corrected
 DK6476.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6476.
 DK6476.The orthometric height was determined by differential leveling and
 DK6476.adjusted in October 2008.
 DK6476
 DK6476.Photographs are available for this station.
 DK6476
 DK6476.The dynamic height is computed by dividing the NAVD 88
 DK6476.geopotential number by the normal gravity value computed on the
 DK6476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6476.degrees latitude (g = 980.6199 gals.).
 DK6476
 DK6476.The modeled gravity was interpolated from observed gravity values.
 DK6476
 DK6476;                    North         East    Units  Estimated Accuracy
 DK6476;SPC MN S     -   336,836.1     847,953.1     MT  (+/- 3 meters HH1 GPS) 
 DK6476
 DK6476                          SUPERSEDED SURVEY CONTROL
 DK6476
 DK6476.No superseded survey control is available for this station.
 DK6476
 DK6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6929897449(NAD 83)
 DK6476
 DK6476_MARKER: DD = SURVEY DISK
 DK6476_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6476_SP_SET: BRIDGE RAILING
 DK6476_STAMPING: 2771 AC 1998
 DK6476_MARK LOGO: MNDT  
 DK6476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6476+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2008
 DK6476
 DK6476  HISTORY     - Date     Condition        Report By
 DK6476  HISTORY     - 1998     MONUMENTED       MNDT
 DK6476  HISTORY     - 19981106 GOOD             MNDT
 DK6476  HISTORY     - 20080819 GOOD             MNDT
 DK6476
 DK6476                          STATION DESCRIPTION
 DK6476
 DK6476'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DK6476'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF ROGERS,
 DK6476'4.7 MI (7.6 KM) SOUTH OF ANOKA AND 0.9 MI (1.4 KM) NORTHEAST OF OSSEO.
 DK6476'THE MARK IS IN OSSEO, HEAD NORTH ON CENTRAL AVENUE TOWARD FIFTH ST
 DK6476'NORTHEAST, GO 0.2 MI (0.3 KM) TURN RIGHT AT SEVENTH ST NE/93RD AVENUE
 DK6476'NORTH, GO 0.6 MI (1.0 KM) TURN LEFT AT US-169 NORTH, GO 0.4 MI (0.6
 DK6476'KM) AT THE JUNCTION OF TRUNK HIGHWAY 610 EASTBOUND, MARK SET IN BRIDGE
 DK6476'RAIL AT SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 610 BRIDGE NUMBER
 DK6476'27234 OVER TH 169, 38.6 FT (11.8 M) SOUTH OF EASTBOUND TH 610, 24.1 FT
 DK6476'(7.3 M) WEST OF THE SOUTHEAST CORNER OF SOUTHEAST RAIL, MARK IS SET
 DK6476'FLUSH.
 DK6476
 DK6476                          STATION RECOVERY (2008)
 DK6476
 DK6476'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6476'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0937 ***********************************************************************
 AI0937  DESIGNATION -  2771 B
 AI0937  PID         -  AI0937
 AI0937  STATE/COUNTY-  MN/HENNEPIN
 AI0937  COUNTRY     -  US
 AI0937  USGS QUAD   -  COON RAPIDS (1993)
 AI0937
 AI0937                         *CURRENT SURVEY CONTROL
 AI0937  ______________________________________________________________________
 AI0937* NAD 83(1986) POSITION- 45 07 49.28   (N) 093 20 47.49   (W)   HD_HELD1  
 AI0937* NAVD 88 ORTHO HEIGHT -   266.964  (meters)     875.86  (feet) ADJUSTED  
 AI0937  ______________________________________________________________________
 AI0937  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AI0937  DYNAMIC HEIGHT  -        266.956 (meters)      875.84  (feet) COMP
 AI0937  MODELED GRAVITY -    980,577.1   (mgal)                       NAVD 88
 AI0937
 AI0937  VERT ORDER      -  SECOND    CLASS I
 AI0937
 AI0937.The horizontal coordinates were established by differentially corrected
 AI0937.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0937.
 AI0937.The orthometric height was determined by differential leveling and
 AI0937.adjusted in October 1999.
 AI0937
 AI0937.Photographs are available for this station.
 AI0937
 AI0937.The dynamic height is computed by dividing the NAVD 88
 AI0937.geopotential number by the normal gravity value computed on the
 AI0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0937.degrees latitude (g = 980.6199 gals.).
 AI0937
 AI0937.The modeled gravity was interpolated from observed gravity values.
 AI0937
 AI0937;                    North         East    Units  Estimated Accuracy
 AI0937;SPC MN S     -   336,918.6     851,406.0     MT  (+/- 3 meters HH1 GPS) 
 AI0937
 AI0937                          SUPERSEDED SURVEY CONTROL
 AI0937
 AI0937.No superseded survey control is available for this station.
 AI0937
 AI0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7275097489(NAD 83)
 AI0937
 AI0937_MARKER: DD = SURVEY DISK
 AI0937_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0937_SP_SET: CONCRETE FOOTING
 AI0937_STAMPING: 2771 B 1992
 AI0937_MARK LOGO: MNDT  
 AI0937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0937+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AI0937
 AI0937  HISTORY     - Date     Condition        Report By
 AI0937  HISTORY     - 1992     MONUMENTED       MNDT
 AI0937  HISTORY     - 20010401 GOOD             MNDT
 AI0937  HISTORY     - 20061124 GOOD             USPSQD
 AI0937  HISTORY     - 20070725 GOOD             MNDT
 AI0937
 AI0937                          STATION DESCRIPTION
 AI0937
 AI0937'DESCRIBED BY MN DEPT OF TRANSP 1992
 AI0937'THE MARK IS LOCATED IN THE NORTH PART OF BROOKLYN PARK IN THE NE 1/4
 AI0937'OF SECTION 9, T119N, R21W.  THE MARK, A DISK SET IN THE CONC BASE OF
 AI0937'POWERLINE TOWER NO 144, IS 0.25 MI (0.40 KM) NORTH OF 95TH AVE, 75 FT
 AI0937'(22.9 M) WEST OF REGENT AVE.
 AI0937
 AI0937                          STATION RECOVERY (2001)
 AI0937
 AI0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0937'RECOVERED AS DESCRIBED.
 AI0937
 AI0937                          STATION RECOVERY (2006)
 AI0937
 AI0937'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0937'STATE HIGHWAY 610 HAS BEEN CONSTRUCTED IN AN E-W CORRIDOR WHICH IN
 AI0937'THIS AREA LIES BETWEEN 93RD AVENUE N AND 97TH AVENUE N. POWERLINE
 AI0937'TOWER 144 LIES .1 MI S OF OAK GROVE PARKWAY AND 135 FT W OF THE CENTER
 AI0937'OF REGENT AVENUE N.
 AI0937
 AI0937                          STATION RECOVERY (2007)
 AI0937
 AI0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AI0937'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF NEW
 AI0937'BRIGHTON, 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.8 MI (4.5 KM)
 AI0937'EAST-NORTHEAST OF OSSEO.
 AI0937' 
 AI0937'TO REACH TO THE MARK IN NORTH PART OF BROOKLYN PARK, 3 MI (4.8 KM)
 AI0937'EAST-NORTHEAST OF OSSEO, 0.25 MI (0.4 KM) NORTH OF 95TH AVENUE, 75 FT
 AI0937'(22.9 M) WEST OF REGENT AVENUE, IN CONCRETE BASE OF POWER LINE TOWER
 AI0937'144.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0938 ***********************************************************************
 AI0938  DESIGNATION -  2771 C
 AI0938  PID         -  AI0938
 AI0938  STATE/COUNTY-  MN/HENNEPIN
 AI0938  COUNTRY     -  US
 AI0938  USGS QUAD   -  COON RAPIDS (1993)
 AI0938
 AI0938                         *CURRENT SURVEY CONTROL
 AI0938  ______________________________________________________________________
 AI0938* NAD 83(1986) POSITION- 45 07 49.30   (N) 093 21 24.79   (W)   HD_HELD1  
 AI0938* NAVD 88 ORTHO HEIGHT -   266.833  (meters)     875.43  (feet) ADJUSTED  
 AI0938  ______________________________________________________________________
 AI0938  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 AI0938  DYNAMIC HEIGHT  -        266.824 (meters)      875.41  (feet) COMP
 AI0938  MODELED GRAVITY -    980,574.5   (mgal)                       NAVD 88
 AI0938
 AI0938  VERT ORDER      -  SECOND    CLASS I
 AI0938
 AI0938.The horizontal coordinates were established by differentially corrected
 AI0938.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0938.
 AI0938.The orthometric height was determined by differential leveling and
 AI0938.adjusted in October 1999.
 AI0938
 AI0938.Photographs are available for this station.
 AI0938
 AI0938.The dynamic height is computed by dividing the NAVD 88
 AI0938.geopotential number by the normal gravity value computed on the
 AI0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0938.degrees latitude (g = 980.6199 gals.).
 AI0938
 AI0938.The modeled gravity was interpolated from observed gravity values.
 AI0938
 AI0938;                    North         East    Units  Estimated Accuracy
 AI0938;SPC MN S     -   336,912.8     850,591.0     MT  (+/- 3 meters HH1 GPS) 
 AI0938
 AI0938                          SUPERSEDED SURVEY CONTROL
 AI0938
 AI0938.No superseded survey control is available for this station.
 AI0938
 AI0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7193597493(NAD 83)
 AI0938
 AI0938_MARKER: DD = SURVEY DISK
 AI0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0938_SP_SET: CONCRETE FOOTING
 AI0938_STAMPING: 2771 C 1992
 AI0938_MARK LOGO: MNDT  
 AI0938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0938+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AI0938
 AI0938  HISTORY     - Date     Condition        Report By
 AI0938  HISTORY     - 1992     MONUMENTED       MNDT
 AI0938  HISTORY     - 20011106 GOOD             MNDT
 AI0938  HISTORY     - 20061124 GOOD             USPSQD
 AI0938  HISTORY     - 20070725 GOOD             MNDT
 AI0938
 AI0938                          STATION DESCRIPTION
 AI0938
 AI0938'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0938'THE MARK IS LOCATED IN THE NW PART OF BROOKLYN PARK IN THE NE 1/4 OF
 AI0938'SECTION 9, T119N, R21W.  THE MARK, A DISK SET IN THE CONC BASE OF
 AI0938'POWERLINE TOWER NO 141, IS 0.25 MI (0.40 KM) NORTH OF 95TH AVE AND 150
 AI0938'FT (45.7 M) WEST OF ZANE AVE.
 AI0938
 AI0938                          STATION RECOVERY (2001)
 AI0938
 AI0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI0938'THE MARK IS IN NORTHWEST PART OF BROOKLYN PARK, 2.5 MI (4.0 KM)
 AI0938'EAST-NORTHEAST OF OSSEO, 0.25 MI (0.4 KM) NORTH OF 95TH AVENUE, 141.7
 AI0938'FT (43.2 M) WEST OF SOUTHBOUND ZANE AVENUE, 72.3 FT (22.0 M) WEST OF
 AI0938'RIGHT-OF-WAY SIGN POST, IN CONCRETE BASE OF POWER LINE TOWER NUMBER
 AI0938'141, FLUSH, MAGNETIC AND NOT SUITABLE FOR GPS.
 AI0938
 AI0938                          STATION RECOVERY (2006)
 AI0938
 AI0938'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0938'STATE HIGHWAY 610 HAS BEEN CONSTRUCTED IN AN E-W CORRIDOR BETWEEN 93RD
 AI0938'AVENUE N AND 96TH AVENUE N IN THIS AREA.  STATION LOCATION IS AS
 AI0938'DESCRIBED IN 1992 RECOVERY EXCEPT FOR THE DISTANCE GIVEN FROM 95TH
 AI0938'AVENUE N WHICH NO LONGER EXISTS AT THIS LOCATION.
 AI0938
 AI0938                          STATION RECOVERY (2007)
 AI0938
 AI0938'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AI0938'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF NEW
 AI0938'BRIGHTON, 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.3 MI (3.7 KM)
 AI0938'EAST-NORTHEAST OF OSSEO.
 AI0938' 
 AI0938'TO REACH TO THE MARK IN NORTHWEST PART OF BROOKLYN PARK, 2.5 MI (4.0
 AI0938'KM) EAST-NORTHEAST OF OSSEO, 0.25 MI (0.4 KM) NORTH OF 95TH AVENUE,
 AI0938'141.7 FT (43.2 M) WEST OF SOUTH-BOUND ZANE AVENUE, 72.3 FT (22.0 M)
 AI0938'WEST OF RIGHT OF WAY SIGN POST, IN CONCRETE BASE OF POWER LINE TOWER
 AI0938'141.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0939 ***********************************************************************
 AI0939  DESIGNATION -  2771 D
 AI0939  PID         -  AI0939
 AI0939  STATE/COUNTY-  MN/HENNEPIN
 AI0939  COUNTRY     -  US
 AI0939  USGS QUAD   -  COON RAPIDS (1993)
 AI0939
 AI0939                         *CURRENT SURVEY CONTROL
 AI0939  ______________________________________________________________________
 AI0939* NAD 83(1986) POSITION- 45 07 49.47   (N) 093 22 01.34   (W)   HD_HELD1  
 AI0939* NAVD 88 ORTHO HEIGHT -   266.807  (meters)     875.35  (feet) ADJUSTED  
 AI0939  ______________________________________________________________________
 AI0939  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AI0939  DYNAMIC HEIGHT  -        266.798 (meters)      875.32  (feet) COMP
 AI0939  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 AI0939
 AI0939  VERT ORDER      -  SECOND    CLASS I
 AI0939
 AI0939.The horizontal coordinates were established by differentially corrected
 AI0939.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0939.
 AI0939.The orthometric height was determined by differential leveling and
 AI0939.adjusted in October 1999.
 AI0939
 AI0939.Photographs are available for this station.
 AI0939
 AI0939.The dynamic height is computed by dividing the NAVD 88
 AI0939.geopotential number by the normal gravity value computed on the
 AI0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0939.degrees latitude (g = 980.6199 gals.).
 AI0939
 AI0939.The modeled gravity was interpolated from observed gravity values.
 AI0939
 AI0939;                    North         East    Units  Estimated Accuracy
 AI0939;SPC MN S     -   336,911.8     849,792.3     MT  (+/- 3 meters HH1 GPS) 
 AI0939
 AI0939                          SUPERSEDED SURVEY CONTROL
 AI0939
 AI0939.No superseded survey control is available for this station.
 AI0939
 AI0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7113797502(NAD 83)
 AI0939
 AI0939_MARKER: DD = SURVEY DISK
 AI0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0939_SP_SET: CONCRETE FOOTING
 AI0939_STAMPING: 2771 D 1992
 AI0939_MARK LOGO: MNDT  
 AI0939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0939+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2007
 AI0939
 AI0939  HISTORY     - Date     Condition        Report By
 AI0939  HISTORY     - 1992     MONUMENTED       MNDT
 AI0939  HISTORY     - 20011106 GOOD             MNDT
 AI0939  HISTORY     - 20031025 GOOD             USPSQD
 AI0939  HISTORY     - 20061124 GOOD             USPSQD
 AI0939  HISTORY     - 20070725 GOOD             MNDT
 AI0939
 AI0939                          STATION DESCRIPTION
 AI0939
 AI0939'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0939'THE MARK IS LOCATED IN THE NW PART OF BROOKLYN PARK IN THE NE 1/4 OF
 AI0939'SECTION 8, T119N, R21W.  THE MARK, A DISK SET IN THE CONC BASE OF
 AI0939'POWERLINE TOWER NO 138, IS 0.5 MI (0.8 KM) NORTH OF 93RD AVE AND 150
 AI0939'FT (45.7 M) WEST OF HAMPSHIRE AVE.
 AI0939
 AI0939                          STATION RECOVERY (2001)
 AI0939
 AI0939'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0939'RECOVERED AS DESCRIBED.
 AI0939
 AI0939                          STATION RECOVERY (2003)
 AI0939
 AI0939'RECOVERY NOTE BY US POWER SQUADRON 2003
 AI0939'NEW HIGHWAY (I 610) BUILT SINCE LAST RECOVERY.  THE OLD POWERLINE
 AI0939'TOWER IS GONE, BUT THE MARKER REMAINS IN THE OLD TOWER'S BASE, APPROX.
 AI0939'10 FT. WEST OF THE NEW POWER POLE.
 AI0939
 AI0939                          STATION RECOVERY (2006)
 AI0939
 AI0939'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0939'STATE HIGHWAY 610 HAS BEEN CONSTRUCTED IN AN E-W CORRIDOR BETWEEN 93RD
 AI0939'AVENUE N AND 96TH AVENUE N IN THIS AREA.  STATION LOCATION IS AS
 AI0939'DESCRIBED IN 1992 RECOVERY EXCEPT FOR THE DISTANCE GIVEN FROM 93RD
 AI0939'AVENUE N WHICH NO LONGER EXISTS AT THIS LOCATION.
 AI0939' 
 AI0939'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 610 AND
 AI0939'HAMPSHIRE AVENUE N , PROCEED N ON HAMPSHIRE AVENUE N TO OAK GROVE
 AI0939'PARKWAY ON THE LEFT. TURN LEFT ANF GO .1 MI N-NW ON OAK GROVE PARKWAY
 AI0939'TO TARGET PARKWAY.  TURN LEFT TO ENTER A PARKING LOT AND PROCEED TO
 AI0939'THE SE-MOST CORNER AND POWERLINE TOWER EAST OF PARKING LOT.  STATION
 AI0939'LOCATION IS AS DESCRIBED IN 2003 RECOVERY.
 AI0939
 AI0939                          STATION RECOVERY (2007)
 AI0939
 AI0939'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AI0939'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF NEW
 AI0939'BRIGHTON, 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 1.9 MI (3.1 KM)
 AI0939'EAST-NORTHEAST OF OSSEO.
 AI0939' 
 AI0939'TO REACH TO THE MARK IN NORTHWEST PART OF BROOKLYN PARK, 2 MI (3.2 KM)
 AI0939'EAST-NORTHEAST OF OSSEO, 0.5 MI (0.8 KM) NORTH OF 93RD AVENUE, 0.1 MI
 AI0939'(0.2 KM) SOUTH OF 97TH AVENUE, 230 FT (70.1 M) NORTH OF TRUNK HIGHWAY
 AI0939'610, 150 FT (45.7 M) WEST OF HAMPSHIRE AVENUE, 12 FT (3.7 M) WEST OF
 AI0939'NEW POWER LINE TOWER IN CONCRETE BASE OF OLD POWER LINE TOWER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0941 ***********************************************************************
 AI0941  DESIGNATION -  2771 F
 AI0941  PID         -  AI0941
 AI0941  STATE/COUNTY-  MN/HENNEPIN
 AI0941  COUNTRY     -  US
 AI0941  USGS QUAD   -  ANOKA (1993)
 AI0941
 AI0941                         *CURRENT SURVEY CONTROL
 AI0941  ______________________________________________________________________
 AI0941* NAD 83(1986) POSITION- 45 07 50.66   (N) 093 24 42.31   (W)   HD_HELD1  
 AI0941* NAVD 88 ORTHO HEIGHT -   271.583  (meters)     891.02  (feet) ADJUSTED  
 AI0941  ______________________________________________________________________
 AI0941  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 AI0941  DYNAMIC HEIGHT  -        271.569 (meters)      890.97  (feet) COMP
 AI0941  MODELED GRAVITY -    980,560.8   (mgal)                       NAVD 88
 AI0941
 AI0941  VERT ORDER      -  SECOND    CLASS I
 AI0941
 AI0941.The horizontal coordinates were established by differentially corrected
 AI0941.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0941.
 AI0941.The orthometric height was determined by differential leveling and
 AI0941.adjusted in October 1999.
 AI0941
 AI0941.Photographs are available for this station.
 AI0941
 AI0941.The dynamic height is computed by dividing the NAVD 88
 AI0941.geopotential number by the normal gravity value computed on the
 AI0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0941.degrees latitude (g = 980.6199 gals.).
 AI0941
 AI0941.The modeled gravity was interpolated from observed gravity values.
 AI0941
 AI0941;                    North         East    Units  Estimated Accuracy
 AI0941;SPC MN S     -   336,922.3     846,274.6     MT  (+/- 3 meters HH1 GPS) 
 AI0941
 AI0941                          SUPERSEDED SURVEY CONTROL
 AI0941
 AI0941.No superseded survey control is available for this station.
 AI0941
 AI0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6762197556(NAD 83)
 AI0941
 AI0941_MARKER: DV = VERTICAL CONTROL DISK
 AI0941_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0941_SP_SET: CONCRETE FOOTING
 AI0941_STAMPING: 2771 F 1992
 AI0941_MARK LOGO: MNDT  
 AI0941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0941+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AI0941
 AI0941  HISTORY     - Date     Condition        Report By
 AI0941  HISTORY     - 1992     MONUMENTED       MNDT
 AI0941  HISTORY     - 20040606 GOOD             USPSQD
 AI0941  HISTORY     - 20051112 GOOD             USPSQD
 AI0941  HISTORY     - 20061124 GOOD             USPSQD
 AI0941  HISTORY     - 20070723 GOOD             MNDT
 AI0941
 AI0941                          STATION DESCRIPTION
 AI0941
 AI0941'DESCRIBED BY MN DEPT OF TRANSP 1992
 AI0941'LOCATED IN THE NE PART OF MAPLE GROVE, 1 MI (1.6 KM) NNW OF OSSEO, IN
 AI0941'THE NW 1/4 OF SECTION 12, T119N, R22W.  THE MARK IS A STANDARD DISK
 AI0941'THAT IS SET IN THE FOUNDATION OF A POWERLINE POLE THAT IS 83 FT (25.3
 AI0941'M) EAST OF REVERE LANE NORTH, AND 378 FT (115.2 M) NORTH OF 96TH PLACE
 AI0941'NORTH.
 AI0941
 AI0941                          STATION RECOVERY (2004)
 AI0941
 AI0941'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AI0941'RECOVERED IN GOOD CONDITION.
 AI0941
 AI0941                          STATION RECOVERY (2005)
 AI0941
 AI0941'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 AI0941'SIGN WEST OF MARK AT REVERE - FUTURE 610 CORRIDOR
 AI0941
 AI0941                          STATION RECOVERY (2006)
 AI0941
 AI0941'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0941'RECOVERED IN GOOD CONDITION.
 AI0941
 AI0941                          STATION RECOVERY (2007)
 AI0941
 AI0941'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AI0941'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF ROGERS,
 AI0941'4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF ANOKA AND 0.9 MI (1.4 KM)
 AI0941'NORTH-NORTHWEST OF OSSEO.
 AI0941' 
 AI0941'TO REACH TO THE MARK IN NORTHEAST PART OF MAPLE GROVE, 1.0 MI (1.6 KM)
 AI0941'NORTH-NORTHWEST OF OSSEO, IN NORTHEAST CORNER OF THE JUNCTION OF
 AI0941'REVERE LANE NORTH AND 96TH PLACE NORTH, 83 FT (25.3 M) EAST OF REVERE
 AI0941'LANE NORTH, 378 FT (115.2 M) NORTH OF 96TH PLACE NORTH, IN BASE OF
 AI0941'HIGH TENSION POWER LINE POLE NUMBER CDX 118.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0942 ***********************************************************************
 AI0942  DESIGNATION -  2771 G
 AI0942  PID         -  AI0942
 AI0942  STATE/COUNTY-  MN/HENNEPIN
 AI0942  COUNTRY     -  US
 AI0942  USGS QUAD   -  ANOKA (1993)
 AI0942
 AI0942                         *CURRENT SURVEY CONTROL
 AI0942  ______________________________________________________________________
 AI0942* NAD 83(1986) POSITION- 45 07 50.97   (N) 093 25 20.79   (W)   HD_HELD1  
 AI0942* NAVD 88 ORTHO HEIGHT -   277.090  (meters)     909.09  (feet) ADJUSTED  
 AI0942  ______________________________________________________________________
 AI0942  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 AI0942  DYNAMIC HEIGHT  -        277.076 (meters)      909.04  (feet) COMP
 AI0942  MODELED GRAVITY -    980,557.4   (mgal)                       NAVD 88
 AI0942
 AI0942  VERT ORDER      -  SECOND    CLASS I
 AI0942
 AI0942.The horizontal coordinates were established by differentially corrected
 AI0942.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0942.
 AI0942.The orthometric height was determined by differential leveling and
 AI0942.adjusted in October 1999.
 AI0942
 AI0942.Photographs are available for this station.
 AI0942
 AI0942.The dynamic height is computed by dividing the NAVD 88
 AI0942.geopotential number by the normal gravity value computed on the
 AI0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0942.degrees latitude (g = 980.6199 gals.).
 AI0942
 AI0942.The modeled gravity was interpolated from observed gravity values.
 AI0942
 AI0942;                    North         East    Units  Estimated Accuracy
 AI0942;SPC MN S     -   336,925.8     845,433.7     MT  (+/- 3 meters HH1 GPS) 
 AI0942
 AI0942                          SUPERSEDED SURVEY CONTROL
 AI0942
 AI0942.No superseded survey control is available for this station.
 AI0942
 AI0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6678097570(NAD 83)
 AI0942
 AI0942_MARKER: DV = VERTICAL CONTROL DISK
 AI0942_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0942_SP_SET: CONCRETE FOOTING
 AI0942_STAMPING: 2771 G 1992
 AI0942_MARK LOGO: MNDT  
 AI0942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0942+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 AI0942
 AI0942  HISTORY     - Date     Condition        Report By
 AI0942  HISTORY     - 1992     MONUMENTED       MNDT
 AI0942  HISTORY     - 20040606 GOOD             USPSQD
 AI0942  HISTORY     - 20051112 GOOD             USPSQD
 AI0942  HISTORY     - 20061124 GOOD             USPSQD
 AI0942  HISTORY     - 20071107 GOOD             MNDT
 AI0942
 AI0942                          STATION DESCRIPTION
 AI0942
 AI0942'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0942'THE MARK IS LOCATED IN THE NE PART OF MAPLE GROVE IN THE NE 1/4 OF
 AI0942'SECTION 11, T119N, R22W.  THE MARK IS IN THE SW COR OF THE JCT OF 97TH
 AI0942'AVE NORTH AND ZACHARY LANE.  THE MARK, A STANDARD DISK SET IN THE
 AI0942'FOUNDATION OF A POWERLINE POLE, IS 78 FT (23.8 M) WEST OF ZACHARY LANE
 AI0942'NORTH, AND 75 FT (22.9 M) SOUTH OF 97TH AVE NORTH.
 AI0942
 AI0942                          STATION RECOVERY (2004)
 AI0942
 AI0942'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AI0942'RECOVERED IN GOOD CONDITION.
 AI0942
 AI0942                          STATION RECOVERY (2005)
 AI0942
 AI0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCS)
 AI0942'RECOVERED IN GOOD CONDITION.
 AI0942
 AI0942                          STATION RECOVERY (2006)
 AI0942
 AI0942'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0942'RECOVERED IN GOOD CONDITION.
 AI0942
 AI0942                          STATION RECOVERY (2007)
 AI0942
 AI0942'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AI0942'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF ROGERS,
 AI0942'5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF ANOKA AND 1.2 MI (1.9 KM) NORTHWEST
 AI0942'OF OSSEO.
 AI0942' 
 AI0942'TO REACH TO THE MARK IN NORTHEAST PART OF MAPLE GROVE, 1.25 MI (2.0
 AI0942'KM) NORTHWEST OF OSSEO, IN SOUTHWEST CORNER OF THE JUNCTION OF 97TH
 AI0942'AVENUE NORTH AND ZACHERY LANE, 78 FT (23.8 M) WEST OF ZACHERY LANE, 75
 AI0942'FT (22.9 M) SOUTH OF 97TH AVENUE NORTH, IN BASE OF HIGH TENSION POWER
 AI0942'LINE POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0943 ***********************************************************************
 AI0943  DESIGNATION -  2771 H
 AI0943  PID         -  AI0943
 AI0943  STATE/COUNTY-  MN/HENNEPIN
 AI0943  COUNTRY     -  US
 AI0943  USGS QUAD   -  ANOKA (1993)
 AI0943
 AI0943                         *CURRENT SURVEY CONTROL
 AI0943  ______________________________________________________________________
 AI0943* NAD 83(1986) POSITION- 45 07 50.70   (N) 093 25 58.66   (W)   HD_HELD1  
 AI0943* NAVD 88 ORTHO HEIGHT -   281.503  (meters)     923.56  (feet) ADJUSTED  
 AI0943  ______________________________________________________________________
 AI0943  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 AI0943  DYNAMIC HEIGHT  -        281.487 (meters)      923.51  (feet) COMP
 AI0943  MODELED GRAVITY -    980,553.5   (mgal)                       NAVD 88
 AI0943
 AI0943  VERT ORDER      -  SECOND    CLASS I
 AI0943
 AI0943.The horizontal coordinates were established by differentially corrected
 AI0943.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0943.
 AI0943.The orthometric height was determined by differential leveling and
 AI0943.adjusted in October 1999.
 AI0943
 AI0943.Photographs are available for this station.
 AI0943
 AI0943.The dynamic height is computed by dividing the NAVD 88
 AI0943.geopotential number by the normal gravity value computed on the
 AI0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0943.degrees latitude (g = 980.6199 gals.).
 AI0943
 AI0943.The modeled gravity was interpolated from observed gravity values.
 AI0943
 AI0943;                    North         East    Units  Estimated Accuracy
 AI0943;SPC MN S     -   336,911.7     844,606.3     MT  (+/- 3 meters HH1 GPS) 
 AI0943
 AI0943                          SUPERSEDED SURVEY CONTROL
 AI0943
 AI0943.No superseded survey control is available for this station.
 AI0943
 AI0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6595397566(NAD 83)
 AI0943
 AI0943_MARKER: DV = VERTICAL CONTROL DISK
 AI0943_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0943_SP_SET: CONCRETE FOOTING
 AI0943_STAMPING: 2771 H 1992
 AI0943_MARK LOGO: MNDT  
 AI0943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0943+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 AI0943
 AI0943  HISTORY     - Date     Condition        Report By
 AI0943  HISTORY     - 1992     MONUMENTED       MNDT
 AI0943  HISTORY     - 20040606 GOOD             USPSQD
 AI0943  HISTORY     - 20061124 GOOD             USPSQD
 AI0943  HISTORY     - 20071107 GOOD             MNDT
 AI0943
 AI0943                          STATION DESCRIPTION
 AI0943
 AI0943'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0943'THE MARK IS LOCATED IN THE NE PART OF MAPLE GROVE IN THE SW 1/4 OF
 AI0943'SECTION 11, T119N, R22W.  THE MARK IS LOCATED IN THE SW COR THE JCT OF
 AI0943'HEMLOCK LANE NORTH AND 97TH AVE NORTH.  THE MARK, A DISK SET IN THE
 AI0943'CONC FOOTING OF HIGH TENSION P-POLE NO 113, IS 60 FT (18.3 M) WEST OF
 AI0943'HEMLOCK LANE NORTH, AND 60 FT (18.3 M) SOUTH OF 97TH AVE NORTH.
 AI0943
 AI0943                          STATION RECOVERY (2004)
 AI0943
 AI0943'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AI0943'RECOVERED IN GOOD CONDITION.
 AI0943
 AI0943                          STATION RECOVERY (2006)
 AI0943
 AI0943'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AI0943'RECOVERED IN GOOD CONDITION.
 AI0943
 AI0943                          STATION RECOVERY (2007)
 AI0943
 AI0943'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AI0943'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF ROGERS, 5.2 MI
 AI0943'(8.4 KM) SOUTH-SOUTHWEST OF ANOKA AND 1.7 MI (2.7 KM) WEST-NORTHWEST
 AI0943'OF OSSEO.
 AI0943' 
 AI0943'TO REACH TO THE MARK IN NORTHEAST PART OF MAPLE GROVE, 2.25 MI (3.6
 AI0943'KM) NORTHWEST OF OSSEO, IN SOUTHWEST CORNER OF THE JUNCTION OF HEMLOCK
 AI0943'LANE NORTH AND 97TH AVENUE NORTH, 60 FT (18.3 M) WEST OF HEMLOCK LANE
 AI0943'NORTH, 60 FT (18.3 M) SOUTH OF 97TH AVENUE NORTH, IN BASE OF HIGH
 AI0943'TENSION POWER LINE POLE NUMBER 113.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0944 ***********************************************************************
 AI0944  DESIGNATION -  2771 K
 AI0944  PID         -  AI0944
 AI0944  STATE/COUNTY-  MN/HENNEPIN
 AI0944  COUNTRY     -  US
 AI0944  USGS QUAD   -  ANOKA (1993)
 AI0944
 AI0944                         *CURRENT SURVEY CONTROL
 AI0944  ______________________________________________________________________
 AI0944* NAD 83(1986) POSITION- 45 08 20.32   (N) 093 28 37.67   (W)   HD_HELD1  
 AI0944* NAVD 88 ORTHO HEIGHT -   281.926  (meters)     924.95  (feet) ADJUSTED  
 AI0944  ______________________________________________________________________
 AI0944  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 AI0944  DYNAMIC HEIGHT  -        281.904 (meters)      924.88  (feet) COMP
 AI0944  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 AI0944
 AI0944  VERT ORDER      -  SECOND    CLASS I
 AI0944
 AI0944.The horizontal coordinates were established by differentially corrected
 AI0944.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0944.
 AI0944.The orthometric height was determined by differential leveling and
 AI0944.adjusted in October 1999.
 AI0944
 AI0944.Photographs are available for this station.
 AI0944
 AI0944.The dynamic height is computed by dividing the NAVD 88
 AI0944.geopotential number by the normal gravity value computed on the
 AI0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0944.degrees latitude (g = 980.6199 gals.).
 AI0944
 AI0944.The modeled gravity was interpolated from observed gravity values.
 AI0944
 AI0944;                    North         East    Units  Estimated Accuracy
 AI0944;SPC MN S     -   337,802.9     841,125.9     MT  (+/- 3 meters HH1 GPS) 
 AI0944
 AI0944                          SUPERSEDED SURVEY CONTROL
 AI0944
 AI0944.No superseded survey control is available for this station.
 AI0944
 AI0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6248598499(NAD 83)
 AI0944
 AI0944_MARKER: DV = VERTICAL CONTROL DISK
 AI0944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0944_STAMPING: 2771 K 1992
 AI0944_MARK LOGO: MNDT  
 AI0944_PROJECTION: RECESSED 10 CENTIMETERS
 AI0944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0944+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 AI0944_ROD/PIPE-DEPTH:  6.1 meters
 AI0944
 AI0944  HISTORY     - Date     Condition        Report By
 AI0944  HISTORY     - 1992     MONUMENTED       MNDT
 AI0944  HISTORY     - 20031006 GOOD             USPSQD
 AI0944  HISTORY     - 20051105 GOOD             USPSQD
 AI0944  HISTORY     - 20071029 GOOD             MNDT
 AI0944
 AI0944                          STATION DESCRIPTION
 AI0944
 AI0944'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0944'THE MARK IS LOCATED IN THE NW PART OF MAPLE GROVE IN THE SW 1/4 OF
 AI0944'SECTION 4, T119N, R22W.  THE MARK IS LOCATED IN THE NE COR OF THE JCT
 AI0944'OF 101ST AVE NORTH AND RANCHVIEW LANE NORTH.  THE MARK, A DISK SET ON
 AI0944'A DRIVEN ALUMINUM ROD, IS 15 FT (4.6 M) EAST OF RANCHVIEW LANE NORTH,
 AI0944'397 FT (121.0 M) NORTH OF 101ST AVE NORTH, 7.8 FT (2.4 M) SSE OF A
 AI0944'P-POLE, AND 6.8 FT (2.1 M) SSE OF A WITNESS POST.
 AI0944
 AI0944                          STATION RECOVERY (2003)
 AI0944
 AI0944'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 AI0944'MARK WAS FOUND 1 FOOT BELOW ROAD SURFACE
 AI0944
 AI0944                          STATION RECOVERY (2005)
 AI0944
 AI0944'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 AI0944'RECOVERED IN GOOD CONDITION.
 AI0944
 AI0944                          STATION RECOVERY (2007)
 AI0944
 AI0944'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0944'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ANOKA, 5.1 MI
 AI0944'(8.2 KM) SOUTHEAST OF ROGERS AND 3.9 MI (6.3 KM) WEST-NORTHWEST OF
 AI0944'OSSEO.
 AI0944' 
 AI0944'TO REACH TO THE MARK IN NORTHWEST PART OF MAPLE GROVE, GO 1.0 MI (1.6
 AI0944'KM) WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30 AND
 AI0944'FAI 94, THEN 0.7 MI (1.1 KM) NORTH ALONG LAWNDALE LANE, THEN 1.2 MI
 AI0944'(1.9 KM) EAST ON 101ST AVENUE, THEN 397.0 FT (121.0 M) NORTH ON 101ST
 AI0944'AVENUE NORTH (RANCHVIEW LANE NORTH), 15.0 FT (4.6 M) EAST OF 101ST
 AI0944'AVENUE NORTH, 7.8 FT (2.4 M) SOUTH-SOUTHEAST OF POWER POLE, 6.8 FT
 AI0944'(2.1 M) SOUTH-SOUTHEAST OF A WITNESS POST, 2.0 FT (0.6 M) WEST OF A
 AI0944'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0948 ***********************************************************************
 AI0948  DESIGNATION -  2771 L
 AI0948  PID         -  AI0948
 AI0948  STATE/COUNTY-  MN/HENNEPIN
 AI0948  COUNTRY     -  US
 AI0948  USGS QUAD   -  ROGERS (1993)
 AI0948
 AI0948                         *CURRENT SURVEY CONTROL
 AI0948  ______________________________________________________________________
 AI0948* NAD 83(1986) POSITION- 45 07 52.65   (N) 093 30 15.21   (W)   HD_HELD1  
 AI0948* NAVD 88 ORTHO HEIGHT -   283.912  (meters)     931.47  (feet) ADJUSTED  
 AI0948  ______________________________________________________________________
 AI0948  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 AI0948  DYNAMIC HEIGHT  -        283.887 (meters)      931.39  (feet) COMP
 AI0948  MODELED GRAVITY -    980,523.7   (mgal)                       NAVD 88
 AI0948
 AI0948  VERT ORDER      -  SECOND    CLASS I
 AI0948
 AI0948.The horizontal coordinates were established by differentially corrected
 AI0948.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0948.
 AI0948.The orthometric height was determined by differential leveling and
 AI0948.adjusted in October 1999.
 AI0948
 AI0948.Photographs are available for this station.
 AI0948
 AI0948.The dynamic height is computed by dividing the NAVD 88
 AI0948.geopotential number by the normal gravity value computed on the
 AI0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0948.degrees latitude (g = 980.6199 gals.).
 AI0948
 AI0948.The modeled gravity was interpolated from observed gravity values.
 AI0948
 AI0948;                    North         East    Units  Estimated Accuracy
 AI0948;SPC MN S     -   336,935.5     839,000.0     MT  (+/- 3 meters HH1 GPS) 
 AI0948
 AI0948                          SUPERSEDED SURVEY CONTROL
 AI0948
 AI0948.No superseded survey control is available for this station.
 AI0948
 AI0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6035097659(NAD 83)
 AI0948
 AI0948_MARKER: DV = VERTICAL CONTROL DISK
 AI0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0948_SP_SET: CONCRETE FOOTING
 AI0948_STAMPING: 2771 L 1992
 AI0948_MARK LOGO: MNDT  
 AI0948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0948+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 AI0948
 AI0948  HISTORY     - Date     Condition        Report By
 AI0948  HISTORY     - 1992     MONUMENTED       MNDT
 AI0948  HISTORY     - 20031006 GOOD             USPSQD
 AI0948  HISTORY     - 20051105 GOOD             USPSQD
 AI0948  HISTORY     - 20071022 GOOD             MNDT
 AI0948
 AI0948                          STATION DESCRIPTION
 AI0948
 AI0948'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0948'THE MARK IS LOCATED IN THE NW PART OF MAPLE GROVE IN THE NW 1/4 OF
 AI0948'SECTION 8, T119N, R22W.  THE MARK IS LOCATED NEAR THE JCT OF CO RD 30
 AI0948'AND LAWNDALE LANE NORTH.  THE MARK, A DISK SET IN THE CONC FOOTING OF
 AI0948'HIGH TENSION P-POLE NO 92, IS 500 FT (152.4 M) WEST OF LAWNDALE LANE
 AI0948'NORTH, AND 1300 FT (396.2 M) NORTH OF CO RD 30.
 AI0948
 AI0948                          STATION RECOVERY (2003)
 AI0948
 AI0948'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 AI0948'RECOVERED IN GOOD CONDITION.
 AI0948
 AI0948                          STATION RECOVERY (2005)
 AI0948
 AI0948'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 AI0948'RECOVERED IN GOOD CONDITION.
 AI0948
 AI0948                          STATION RECOVERY (2007)
 AI0948
 AI0948'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0948'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF HAMEL, 5.0 MI (8.0
 AI0948'KM) WEST OF OSSEO AND 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF ROGERS.
 AI0948' 
 AI0948'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.0 MI
 AI0948'(1.6 KM) WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0948'AND FAI 94, THEN 0.3 MI (0.5 KM) NORTH ON LAWNDALE LANE, THEN HIKE 500
 AI0948'FT (152.4 M) WEST TO POWER POLE, MARK IS IN THE SOUTH SIDE OF FIRST
 AI0948'POWER POLE (NUMBER 92) WEST OF LAWNDALE LANE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0947 ***********************************************************************
 AI0947  DESIGNATION -  2771 M
 AI0947  PID         -  AI0947
 AI0947  STATE/COUNTY-  MN/HENNEPIN
 AI0947  COUNTRY     -  US
 AI0947  USGS QUAD   -  ROGERS (1993)
 AI0947
 AI0947                         *CURRENT SURVEY CONTROL
 AI0947  ______________________________________________________________________
 AI0947* NAD 83(1986) POSITION- 45 07 52.71   (N) 093 30 41.43   (W)   HD_HELD1  
 AI0947* NAVD 88 ORTHO HEIGHT -   283.200  (meters)     929.13  (feet) ADJUSTED  
 AI0947  ______________________________________________________________________
 AI0947  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 AI0947  DYNAMIC HEIGHT  -        283.176 (meters)      929.05  (feet) COMP
 AI0947  MODELED GRAVITY -    980,522.9   (mgal)                       NAVD 88
 AI0947
 AI0947  VERT ORDER      -  SECOND    CLASS I
 AI0947
 AI0947.The horizontal coordinates were established by differentially corrected
 AI0947.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0947.
 AI0947.The orthometric height was determined by differential leveling and
 AI0947.adjusted in October 1999.
 AI0947
 AI0947.Photographs are available for this station.
 AI0947
 AI0947.The dynamic height is computed by dividing the NAVD 88
 AI0947.geopotential number by the normal gravity value computed on the
 AI0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0947.degrees latitude (g = 980.6199 gals.).
 AI0947
 AI0947.The modeled gravity was interpolated from observed gravity values.
 AI0947
 AI0947;                    North         East    Units  Estimated Accuracy
 AI0947;SPC MN S     -   336,933.9     838,427.0     MT  (+/- 3 meters HH1 GPS) 
 AI0947
 AI0947                          SUPERSEDED SURVEY CONTROL
 AI0947
 AI0947.No superseded survey control is available for this station.
 AI0947
 AI0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5977797664(NAD 83)
 AI0947
 AI0947_MARKER: DV = VERTICAL CONTROL DISK
 AI0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI0947_SP_SET: CONCRETE FOOTING
 AI0947_STAMPING: 2771 M 1992
 AI0947_MARK LOGO: MNDT  
 AI0947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0947+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2007
 AI0947
 AI0947  HISTORY     - Date     Condition        Report By
 AI0947  HISTORY     - 1992     MONUMENTED       MNDT
 AI0947  HISTORY     - 20071022 GOOD             MNDT
 AI0947
 AI0947                          STATION DESCRIPTION
 AI0947
 AI0947'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0947'THE MARK IS LOCATED IN THE NW PART OF MAPLE GROVE IN THE NE 1/4 OF
 AI0947'SECTION 7, T119N, R22W.  THE MARK IS LOCATED 0.55 MI (0.89 KM) EAST OF
 AI0947'CO RD 101.  THE MARK, A DISK SET IN THE CONCRETE FOUNDATION OF HIGH
 AI0947'TENSION P-POLE NO 90, IS 65 FT (19.8 M) NORTH OF CO RD 30.
 AI0947
 AI0947                          STATION RECOVERY (2007)
 AI0947
 AI0947'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0947'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH OF HAMEL, 5.4 MI (8.7
 AI0947'KM) WEST OF OSSEO AND 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF ROGERS.
 AI0947' 
 AI0947'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.5 MI
 AI0947'(2.4 KM) WEST ALONG COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0947'AND FAI 94, 65 FT (19.8 M) NORTH OF COUNTY ROAD 30, IN SOUTH SIDE OF
 AI0947'BASE OF HIGH TENSION POWER LINE POLE NUMBER 90.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0946 ***********************************************************************
 AI0946  DESIGNATION -  2771 N
 AI0946  PID         -  AI0946
 AI0946  STATE/COUNTY-  MN/HENNEPIN
 AI0946  COUNTRY     -  US
 AI0946  USGS QUAD   -  ROGERS (1993)
 AI0946
 AI0946                         *CURRENT SURVEY CONTROL
 AI0946  ______________________________________________________________________
 AI0946* NAD 83(1986) POSITION- 45 08 18.09   (N) 093 30 35.00   (W)   HD_HELD1  
 AI0946* NAVD 88 ORTHO HEIGHT -   287.851  (meters)     944.39  (feet) ADJUSTED  
 AI0946  ______________________________________________________________________
 AI0946  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 AI0946  DYNAMIC HEIGHT  -        287.825 (meters)      944.31  (feet) COMP
 AI0946  MODELED GRAVITY -    980,520.1   (mgal)                       NAVD 88
 AI0946
 AI0946  VERT ORDER      -  SECOND    CLASS I
 AI0946
 AI0946.The horizontal coordinates were established by differentially corrected
 AI0946.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0946.
 AI0946.The orthometric height was determined by differential leveling and
 AI0946.adjusted in October 1999.
 AI0946
 AI0946.Photographs are available for this station.
 AI0946
 AI0946.The dynamic height is computed by dividing the NAVD 88
 AI0946.geopotential number by the normal gravity value computed on the
 AI0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0946.degrees latitude (g = 980.6199 gals.).
 AI0946
 AI0946.The modeled gravity was interpolated from observed gravity values.
 AI0946
 AI0946;                    North         East    Units  Estimated Accuracy
 AI0946;SPC MN S     -   337,718.2     838,562.8     MT  (+/- 3 meters HH1 GPS) 
 AI0946
 AI0946                          SUPERSEDED SURVEY CONTROL
 AI0946
 AI0946.No superseded survey control is available for this station.
 AI0946
 AI0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5992298446(NAD 83)
 AI0946
 AI0946_MARKER: DV = VERTICAL CONTROL DISK
 AI0946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0946_STAMPING: 2771 N 1992
 AI0946_MARK LOGO: MNDT  
 AI0946_PROJECTION: RECESSED 10 CENTIMETERS
 AI0946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0946+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 AI0946_ROD/PIPE-DEPTH: 15.2 meters
 AI0946
 AI0946  HISTORY     - Date     Condition        Report By
 AI0946  HISTORY     - 1992     MONUMENTED       MNDT
 AI0946  HISTORY     - 20071029 GOOD             MNDT
 AI0946
 AI0946                          STATION DESCRIPTION
 AI0946
 AI0946'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0946'THE MARK IS LOCATED IN THE NW CORNER OF MAPLE GROVE IN THE SE 1/4 OF
 AI0946'SECTION 6, T119N, R22W.  THE MARK IS LOCATED NEAR THE JCT OF 101ST AVE
 AI0946'NORTH AND TROY LANE NORTH.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM
 AI0946'ROD, IS 18 FT (5.5 M) NORTH OF 101ST AVE NORTH, 680 FT (207.3 M) EAST
 AI0946'OF TROY LANE NORTH, 58 FT (17.7 M) WEST OF A FIELD ENTRANCE, 78.2 FT
 AI0946'(23.8 M) NW OF A P-POLE, 12.1 FT (3.7 M) SOUTH OF A P-POLE, AND 11.8
 AI0946'FT (3.6 M) SOUTH OF A WITNESS POST.
 AI0946
 AI0946                          STATION RECOVERY (2007)
 AI0946
 AI0946'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0946'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF HAMEL, 5.4 MI (8.7
 AI0946'KM) WEST-NORTHWEST OF OSSEO AND 4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF
 AI0946'ROGERS.
 AI0946' 
 AI0946'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 2.0 MI
 AI0946'(3.2 KM) WEST ON COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0946'AND FAI 94, THEN 0.7 MI (1.1 KM) NORTH ON COUNTY ROAD 116 (BROCKTON
 AI0946'LANE NORTH), THEN 0.3 MI (0.5 KM) EAST ON 101ST AVENUE, 18 FT (5.5 M)
 AI0946'NORTH OF 101ST AVENUE NORTH, 680 FT (207.3 M) EAST OF TROY LANE NORTH,
 AI0946'78.2 FT (23.8 M) NORTHWEST OF POWER POLE, 58 FT (17.7 M) WEST OF A
 AI0946'FIELD ENTRANCE, 12.1 FT (3.7 M) SOUTH OF POWER POLE, 11.8 FT (3.6 M)
 AI0946'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0945 ***********************************************************************
 AI0945  DESIGNATION -  2771 P
 AI0945  PID         -  AI0945
 AI0945  STATE/COUNTY-  MN/HENNEPIN
 AI0945  COUNTRY     -  US
 AI0945  USGS QUAD   -  ROGERS (1993)
 AI0945
 AI0945                         *CURRENT SURVEY CONTROL
 AI0945  ______________________________________________________________________
 AI0945* NAD 83(1986) POSITION- 45 08 18.12   (N) 093 30 09.01   (W)   HD_HELD1  
 AI0945* NAVD 88 ORTHO HEIGHT -   284.731  (meters)     934.16  (feet) ADJUSTED  
 AI0945  ______________________________________________________________________
 AI0945  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 AI0945  DYNAMIC HEIGHT  -        284.706 (meters)      934.07  (feet) COMP
 AI0945  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 AI0945
 AI0945  VERT ORDER      -  SECOND    CLASS I
 AI0945
 AI0945.The horizontal coordinates were established by differentially corrected
 AI0945.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0945.
 AI0945.The orthometric height was determined by differential leveling and
 AI0945.adjusted in October 1999.
 AI0945
 AI0945.Photographs are available for this station.
 AI0945
 AI0945.The dynamic height is computed by dividing the NAVD 88
 AI0945.geopotential number by the normal gravity value computed on the
 AI0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0945.degrees latitude (g = 980.6199 gals.).
 AI0945
 AI0945.The modeled gravity was interpolated from observed gravity values.
 AI0945
 AI0945;                    North         East    Units  Estimated Accuracy
 AI0945;SPC MN S     -   337,722.5     839,130.7     MT  (+/- 3 meters HH1 GPS) 
 AI0945
 AI0945                          SUPERSEDED SURVEY CONTROL
 AI0945
 AI0945.No superseded survey control is available for this station.
 AI0945
 AI0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6049098444(NAD 83)
 AI0945
 AI0945_MARKER: DV = VERTICAL CONTROL DISK
 AI0945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI0945_STAMPING: 2771 P 1992
 AI0945_MARK LOGO: MNDT  
 AI0945_PROJECTION: RECESSED 10 CENTIMETERS
 AI0945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0945+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 AI0945_ROD/PIPE-DEPTH: 15.2 meters
 AI0945
 AI0945  HISTORY     - Date     Condition        Report By
 AI0945  HISTORY     - 1992     MONUMENTED       MNDT
 AI0945  HISTORY     - 20031006 GOOD             USPSQD
 AI0945  HISTORY     - 20051105 GOOD             USPSQD
 AI0945  HISTORY     - 20071029 GOOD             MNDT
 AI0945  HISTORY     - 20080522 GOOD             MNDT
 AI0945
 AI0945                          STATION DESCRIPTION
 AI0945
 AI0945'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI0945'THE MARK IS LOCATED IN THE NW CORNER OF MAPLE GROVE IN THE SW 1/4 OF
 AI0945'SECTION 5, T119N, R22W.  THE MARK IS LOCATED AT THE JCT OF 101ST AVE
 AI0945'NORTH AND LAWNDALE LANE NORTH.  THE MARK, A DISK SET ON A DRIVEN
 AI0945'ALUMINUM ROD, IS 20.5 FT (6.2 M) NORTH OF 101ST AVE NORTH, ON LINE
 AI0945'WITH THE EXTENDED CENTER OF LAWNDALE LANE NORTH, 37.2 FT (11.3 M) WEST
 AI0945'OF A P-POLE WITH TRANSFORMER AND LIGHT, AND 9.0 FT (2.7 M) SOUTH OF A
 AI0945'WITNESS POST.
 AI0945
 AI0945                          STATION RECOVERY (2003)
 AI0945
 AI0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 AI0945'RECOVERED IN GOOD CONDITION.
 AI0945
 AI0945                          STATION RECOVERY (2005)
 AI0945
 AI0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 AI0945'RECOVERED IN GOOD CONDITION.
 AI0945
 AI0945                          STATION RECOVERY (2007)
 AI0945
 AI0945'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 AI0945'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF HAMEL, 5.1 MI (8.2
 AI0945'KM) WEST-NORTHWEST OF OSSEO AND 4.3 MI (6.9 KM) SOUTHEAST OF ROGERS.
 AI0945'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.0 MI
 AI0945'(1.6 KM) WEST ON COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0945'AND FAI 94, THEN 0.7 MI (1.1 KM) NORTH ON LAWNDALE LANE NORTH, 20.5 FT
 AI0945'(6.2 M) NORTH OF 101ST AVENUE NORTH, ON EXTENDED CENTER OF LAWNDALE
 AI0945'LANE NORTH, 37.2 FT (11.3 M) WEST OF POWER POLE WITH TRANSFORMER AND
 AI0945'STREET LIGHT, 9.0 FT (2.7 M) SOUTH OF A WITNESS POST, 2.0 FEET WEST OF
 AI0945'STREET SIGN, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 AI0945
 AI0945                          STATION RECOVERY (2008)
 AI0945
 AI0945'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 AI0945'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF HAMEL, 5.1 MI (8.2
 AI0945'KM) WEST-NORTHWEST OF OSSEO AND 4.3 MI (6.9 KM) SOUTHEAST OF ROGERS.
 AI0945'TO REACH TO THE MARK IN NORTHWEST CORNER OF MAPLE GROVE, GO 1.0 MI
 AI0945'(1.6 KM) WEST ON COUNTY ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30
 AI0945'AND INTERSTATE HIGHWAY 94, THEN 0.7 MI (1.1 KM) NORTH ON LAWNDALE LANE
 AI0945'NORTH, 20.5 FT (6.2 M) NORTH OF 101ST AVENUE NORTH, ON EXTENDED CENTER
 AI0945'OF LAWNDALE LANE NORTH, 37.2 FT (11.3 M) WEST OF POWER POLE WITH
 AI0945'TRANSFORMER AND STREET LIGHT, 9.0 FT (2.7 M) SOUTH OF A WITNESS POST,
 AI0945'2.0 FEET WEST OF STREET SIGN, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6468 ***********************************************************************
 DK6468  DESIGNATION -  2771 R
 DK6468  PID         -  DK6468
 DK6468  STATE/COUNTY-  MN/HENNEPIN
 DK6468  COUNTRY     -  US
 DK6468  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6468
 DK6468                         *CURRENT SURVEY CONTROL
 DK6468  ______________________________________________________________________
 DK6468* NAD 83(1986) POSITION- 45 07 19.61   (N) 093 18 33.97   (W)   HD_HELD1  
 DK6468* NAVD 88 ORTHO HEIGHT -   270.170  (meters)     886.38  (feet) ADJUSTED  
 DK6468  ______________________________________________________________________
 DK6468  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DK6468  DYNAMIC HEIGHT  -        270.165 (meters)      886.37  (feet) COMP
 DK6468  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 DK6468
 DK6468  VERT ORDER      -  SECOND    CLASS I
 DK6468
 DK6468.The horizontal coordinates were established by differentially corrected
 DK6468.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6468.
 DK6468.The orthometric height was determined by differential leveling and
 DK6468.adjusted in October 2008.
 DK6468
 DK6468.The dynamic height is computed by dividing the NAVD 88
 DK6468.geopotential number by the normal gravity value computed on the
 DK6468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6468.degrees latitude (g = 980.6199 gals.).
 DK6468
 DK6468.The modeled gravity was interpolated from observed gravity values.
 DK6468
 DK6468;                    North         East    Units  Estimated Accuracy
 DK6468;SPC MN S     -   336,026.7     854,331.3     MT  (+/- 3 meters HH1 GPS) 
 DK6468
 DK6468                          SUPERSEDED SURVEY CONTROL
 DK6468
 DK6468.No superseded survey control is available for this station.
 DK6468
 DK6468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7566396562(NAD 83)
 DK6468
 DK6468_MARKER: DD = SURVEY DISK
 DK6468_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6468_SP_SET: BRIDGE RAIL
 DK6468_STAMPING: 2771 R 2001
 DK6468_MARK LOGO: MNDT  
 DK6468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6468+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6468
 DK6468  HISTORY     - Date     Condition        Report By
 DK6468  HISTORY     - 2001     MONUMENTED       MNDT
 DK6468  HISTORY     - 20011106 GOOD             MNDT
 DK6468
 DK6468                          STATION DESCRIPTION
 DK6468
 DK6468'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6468'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF NEW BRIGHTON,
 DK6468'6.5 MI (10.5 KM) SOUTHEAST OF ANOKA AND 4.6 MI (7.4 KM) EAST OF OSSEO
 DK6468'IN BROOKLYN PARK, SET IN BRIDGE RAIL AT SOUTHEAST CORNER OF NORTHBOUND
 DK6468'TRUNK HIGHWAY 252 JUNCTION RAMP OVER TRUNK HIGHWAY 610 TO WESTBOUND
 DK6468'TRUNK HIGHWAY 610, 15.5 FT (4.7 M) EAST OF WESTBOUND TRUNK HIGHWAY 610
 DK6468'BRIDGE NUMBER 27217, 21.8 FT (6.6 M) NORTH OF THE SOUTHEAST CORNER OF
 DK6468'END RAIL, MARK IS SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6481 ***********************************************************************
 DK6481  DESIGNATION -  2771 S
 DK6481  PID         -  DK6481
 DK6481  STATE/COUNTY-  MN/HENNEPIN
 DK6481  COUNTRY     -  US
 DK6481  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DK6481
 DK6481                         *CURRENT SURVEY CONTROL
 DK6481  ______________________________________________________________________
 DK6481* NAD 83(1986) POSITION- 45 07 25.70   (N) 093 20 08.64   (W)   HD_HELD1  
 DK6481* NAVD 88 ORTHO HEIGHT -   270.556  (meters)     887.65  (feet) ADJUSTED  
 DK6481  ______________________________________________________________________
 DK6481  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DK6481  DYNAMIC HEIGHT  -        270.549 (meters)      887.63  (feet) COMP
 DK6481  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DK6481
 DK6481  VERT ORDER      -  SECOND    CLASS I
 DK6481
 DK6481.The horizontal coordinates were established by differentially corrected
 DK6481.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6481.
 DK6481.The orthometric height was determined by differential leveling and
 DK6481.adjusted in October 2008.
 DK6481
 DK6481.The dynamic height is computed by dividing the NAVD 88
 DK6481.geopotential number by the normal gravity value computed on the
 DK6481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6481.degrees latitude (g = 980.6199 gals.).
 DK6481
 DK6481.The modeled gravity was interpolated from observed gravity values.
 DK6481
 DK6481;                    North         East    Units  Estimated Accuracy
 DK6481;SPC MN S     -   336,197.6     852,260.8     MT  (+/- 3 meters HH1 GPS) 
 DK6481
 DK6481                          SUPERSEDED SURVEY CONTROL
 DK6481
 DK6481.No superseded survey control is available for this station.
 DK6481
 DK6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7359696758(NAD 83)
 DK6481
 DK6481_MARKER: DD = SURVEY DISK
 DK6481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6481_SP_SET: BRIDGE RAIL
 DK6481_STAMPING: 2771 S 2001
 DK6481_MARK LOGO: MNDT  
 DK6481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6481+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6481
 DK6481  HISTORY     - Date     Condition        Report By
 DK6481  HISTORY     - 2001     MONUMENTED       MNDT
 DK6481  HISTORY     - 20011106 GOOD             MNDT
 DK6481
 DK6481                          STATION DESCRIPTION
 DK6481
 DK6481'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6481'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF NEW
 DK6481'BRIGHTON, 5.7 MI (9.2 KM) SOUTH-SOUTHEAST OF ANOKA AND 3.3 MI (5.3 KM)
 DK6481'EAST OF OSSEO IN BROOKLYN PARK, 1.5 MI (2.4 KM) WEST OF NOBLE PARKWAY,
 DK6481'IN RAIL AT SOUTHEAST CORNER OF NOBLE PARKWAY BRIDGE NUMBER 27221 OVER
 DK6481'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 7.85, 18.8 FT (5.7 M)
 DK6481'EAST OF NORTHBOUND NOBLES PARKWAY, 5.5 FT (1.7 M) WEST OF SIDEWALK,
 DK6481'MARK IS SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6469 ***********************************************************************
 DK6469  DESIGNATION -  2771 T
 DK6469  PID         -  DK6469
 DK6469  STATE/COUNTY-  MN/HENNEPIN
 DK6469  COUNTRY     -  US
 DK6469  USGS QUAD   -  COON RAPIDS (1993)
 DK6469
 DK6469                         *CURRENT SURVEY CONTROL
 DK6469  ______________________________________________________________________
 DK6469* NAD 83(1986) POSITION- 45 07 30.70   (N) 093 20 45.81   (W)   HD_HELD1  
 DK6469* NAVD 88 ORTHO HEIGHT -   273.671  (meters)     897.87  (feet) ADJUSTED  
 DK6469  ______________________________________________________________________
 DK6469  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DK6469  DYNAMIC HEIGHT  -        273.663 (meters)      897.84  (feet) COMP
 DK6469  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 DK6469
 DK6469  VERT ORDER      -  SECOND    CLASS I
 DK6469
 DK6469.The horizontal coordinates were established by differentially corrected
 DK6469.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6469.
 DK6469.The orthometric height was determined by differential leveling and
 DK6469.adjusted in October 2008.
 DK6469
 DK6469.The dynamic height is computed by dividing the NAVD 88
 DK6469.geopotential number by the normal gravity value computed on the
 DK6469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6469.degrees latitude (g = 980.6199 gals.).
 DK6469
 DK6469.The modeled gravity was interpolated from observed gravity values.
 DK6469
 DK6469;                    North         East    Units  Estimated Accuracy
 DK6469;SPC MN S     -   336,345.4     851,447.3     MT  (+/- 3 meters HH1 GPS) 
 DK6469
 DK6469                          SUPERSEDED SURVEY CONTROL
 DK6469
 DK6469.No superseded survey control is available for this station.
 DK6469
 DK6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7278496916(NAD 83)
 DK6469
 DK6469_MARKER: DD = SURVEY DISK
 DK6469_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6469_SP_SET: BRIDGE RAIL
 DK6469_STAMPING: 2771 T 2001
 DK6469_MARK LOGO: MNDT  
 DK6469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6469+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6469
 DK6469  HISTORY     - Date     Condition        Report By
 DK6469  HISTORY     - 2001     MONUMENTED       MNDT
 DK6469  HISTORY     - 20011106 GOOD             MNDT
 DK6469
 DK6469                          STATION DESCRIPTION
 DK6469
 DK6469'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6469'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF NEW
 DK6469'BRIGHTON, 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.8 MI (4.5 KM)
 DK6469'EAST OF OSSEO IN BROOKLYN PARK, 2.0 MI (3.2 KM) WEST OF REGENT AVENUE,
 DK6469'IN RAIL AT SOUTHEAST CORNER OF REGENT AVENUE BRIDGE NUMBER 27222 OVER
 DK6469'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 7.3, 28.1 FT (8.6 M)
 DK6469'EAST OF REGENT AVENUE, 6.5 FT (2.0 M) EAST OF BACK CURB, MARK IS SET
 DK6469'FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6470 ***********************************************************************
 DK6470  DESIGNATION -  2771 U
 DK6470  PID         -  DK6470
 DK6470  STATE/COUNTY-  MN/HENNEPIN
 DK6470  COUNTRY     -  US
 DK6470  USGS QUAD   -  COON RAPIDS (1993)
 DK6470
 DK6470                         *CURRENT SURVEY CONTROL
 DK6470  ______________________________________________________________________
 DK6470* NAD 83(1986) POSITION- 45 07 33.65   (N) 093 20 46.56   (W)   HD_HELD1  
 DK6470* NAVD 88 ORTHO HEIGHT -   274.461  (meters)     900.46  (feet) ADJUSTED  
 DK6470  ______________________________________________________________________
 DK6470  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DK6470  DYNAMIC HEIGHT  -        274.453 (meters)      900.43  (feet) COMP
 DK6470  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 DK6470
 DK6470  VERT ORDER      -  SECOND    CLASS I
 DK6470
 DK6470.The horizontal coordinates were established by differentially corrected
 DK6470.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6470.
 DK6470.The orthometric height was determined by differential leveling and
 DK6470.adjusted in October 2008.
 DK6470
 DK6470.The dynamic height is computed by dividing the NAVD 88
 DK6470.geopotential number by the normal gravity value computed on the
 DK6470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6470.degrees latitude (g = 980.6199 gals.).
 DK6470
 DK6470.The modeled gravity was interpolated from observed gravity values.
 DK6470
 DK6470;                    North         East    Units  Estimated Accuracy
 DK6470;SPC MN S     -   336,436.3     851,430.2     MT  (+/- 3 meters HH1 GPS) 
 DK6470
 DK6470                          SUPERSEDED SURVEY CONTROL
 DK6470
 DK6470.No superseded survey control is available for this station.
 DK6470
 DK6470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7276897007(NAD 83)
 DK6470
 DK6470_MARKER: DD = SURVEY DISK
 DK6470_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6470_SP_SET: BRIDGE RAIL
 DK6470_STAMPING: 2771 U 2001
 DK6470_MARK LOGO: MNDT  
 DK6470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6470+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6470
 DK6470  HISTORY     - Date     Condition        Report By
 DK6470  HISTORY     - 2001     MONUMENTED       MNDT
 DK6470  HISTORY     - 20011106 GOOD             MNDT
 DK6470
 DK6470                          STATION DESCRIPTION
 DK6470
 DK6470'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6470'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF NEW
 DK6470'BRIGHTON, 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.8 MI (4.5 KM)
 DK6470'EAST OF OSSEO IN BROOKLYN PARK, 2.0 MI (3.2 KM) WEST OF REGENT AVENUE,
 DK6470'IN RAIL AT NORTHWEST CORNER OF REGENT AVENUE BRIDGE NUMBER 27222 OVER
 DK6470'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 7.3, 27.9 FT (8.5 M)
 DK6470'WEST OF REGENT AVENUE, 6.5 FT (2.0 M) WEST OF BACK CURB, MARK IS SET
 DK6470'FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6472 ***********************************************************************
 DK6472  DESIGNATION -  2771 V
 DK6472  PID         -  DK6472
 DK6472  STATE/COUNTY-  MN/HENNEPIN
 DK6472  COUNTRY     -  US
 DK6472  USGS QUAD   -  COON RAPIDS (1993)
 DK6472
 DK6472                         *CURRENT SURVEY CONTROL
 DK6472  ______________________________________________________________________
 DK6472* NAD 83(1986) POSITION- 45 07 38.97   (N) 093 21 22.05   (W)   HD_HELD1  
 DK6472* NAVD 88 ORTHO HEIGHT -   272.942  (meters)     895.48  (feet) ADJUSTED  
 DK6472  ______________________________________________________________________
 DK6472  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DK6472  DYNAMIC HEIGHT  -        272.933 (meters)      895.45  (feet) COMP
 DK6472  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 DK6472
 DK6472  VERT ORDER      -  SECOND    CLASS I
 DK6472
 DK6472.The horizontal coordinates were established by differentially corrected
 DK6472.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6472.
 DK6472.The orthometric height was determined by differential leveling and
 DK6472.adjusted in October 2008.
 DK6472
 DK6472.The dynamic height is computed by dividing the NAVD 88
 DK6472.geopotential number by the normal gravity value computed on the
 DK6472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6472.degrees latitude (g = 980.6199 gals.).
 DK6472
 DK6472.The modeled gravity was interpolated from observed gravity values.
 DK6472
 DK6472;                    North         East    Units  Estimated Accuracy
 DK6472;SPC MN S     -   336,594.4     850,653.3     MT  (+/- 3 meters HH1 GPS) 
 DK6472
 DK6472                          SUPERSEDED SURVEY CONTROL
 DK6472
 DK6472.No superseded survey control is available for this station.
 DK6472
 DK6472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7199497174(NAD 83)
 DK6472
 DK6472_MARKER: DD = SURVEY DISK
 DK6472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6472_SP_SET: BRIDGE RAIL
 DK6472_STAMPING: 2771 V 2001
 DK6472_MARK LOGO: MNDT  
 DK6472_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6472+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6472
 DK6472  HISTORY     - Date     Condition        Report By
 DK6472  HISTORY     - 2001     MONUMENTED       MNDT
 DK6472  HISTORY     - 20011106 GOOD             MNDT
 DK6472
 DK6472                          STATION DESCRIPTION
 DK6472
 DK6472'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6472'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF NEW
 DK6472'BRIGHTON, 5.1 MI (8.2 KM) SOUTH-SOUTHEAST OF ANOKA AND 2.3 MI (3.7 KM)
 DK6472'EAST-NORTHEAST OF OSSEO IN BROOKLYN PARK, GO 1.5 MI (2.4 KM) EAST OF
 DK6472'ZANE AVENUE, AT SOUTHEAST CORNER OF ZANE AVENUE BRIDGE NUMBER 27223
 DK6472'OVER TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 6.8, 18.4 FT
 DK6472'(5.6 M) EAST OF NORTHBOUND ZANE AVENUE, 5.6 FT (1.7 M) WEST OF
 DK6472'SIDEWALK, MARK IS SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6473 ***********************************************************************
 DK6473  DESIGNATION -  2771 X
 DK6473  PID         -  DK6473
 DK6473  STATE/COUNTY-  MN/HENNEPIN
 DK6473  COUNTRY     -  US
 DK6473  USGS QUAD   -  COON RAPIDS (1993)
 DK6473
 DK6473                         *CURRENT SURVEY CONTROL
 DK6473  ______________________________________________________________________
 DK6473* NAD 83(1986) POSITION- 45 07 45.34   (N) 093 21 58.81   (W)   HD_HELD1  
 DK6473* NAVD 88 ORTHO HEIGHT -   275.122  (meters)     902.63  (feet) ADJUSTED  
 DK6473  ______________________________________________________________________
 DK6473  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DK6473  DYNAMIC HEIGHT  -        275.112 (meters)      902.60  (feet) COMP
 DK6473  MODELED GRAVITY -    980,573.9   (mgal)                       NAVD 88
 DK6473
 DK6473  VERT ORDER      -  SECOND    CLASS I
 DK6473
 DK6473.The horizontal coordinates were established by differentially corrected
 DK6473.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6473.
 DK6473.The orthometric height was determined by differential leveling and
 DK6473.adjusted in October 2008.
 DK6473
 DK6473.The dynamic height is computed by dividing the NAVD 88
 DK6473.geopotential number by the normal gravity value computed on the
 DK6473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6473.degrees latitude (g = 980.6199 gals.).
 DK6473
 DK6473.The modeled gravity was interpolated from observed gravity values.
 DK6473
 DK6473;                    North         East    Units  Estimated Accuracy
 DK6473;SPC MN S     -   336,784.7     849,848.5     MT  (+/- 3 meters HH1 GPS) 
 DK6473
 DK6473                          SUPERSEDED SURVEY CONTROL
 DK6473
 DK6473.No superseded survey control is available for this station.
 DK6473
 DK6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7119297375(NAD 83)
 DK6473
 DK6473_MARKER: DD = SURVEY DISK
 DK6473_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6473_SP_SET: BRIDGE RAIL
 DK6473_STAMPING: 2771 X 2001
 DK6473_MARK LOGO: MNDT  
 DK6473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6473+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6473
 DK6473  HISTORY     - Date     Condition        Report By
 DK6473  HISTORY     - 2001     MONUMENTED       MNDT
 DK6473  HISTORY     - 20011106 GOOD             MNDT
 DK6473
 DK6473                          STATION DESCRIPTION
 DK6473
 DK6473'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6473'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF NEW
 DK6473'BRIGHTON, 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF ANOKA AND 1.9 MI (3.1 KM)
 DK6473'EAST-NORTHEAST OF OSSEO.  THE MARK IS IN OSSEO, HEAD SOUTH ON N FIRST
 DK6473'AVENUE TOWARD E MAIN ST FOR 121 FT (36.9 M) TURN RIGHT AT E MAIN ST,
 DK6473'GO 0.2 MI (0.3 KM) TURN LEFT AT US-169 SOUTH, GO 5.4 MI (8.7 KM) TURN
 DK6473'LEFT AT SEVENTH ST NE/93RD AVENUE NORTH, CONTINUE TO FOLLOW 93RD
 DK6473'AVENUE NORTH, GO 1.1 MI, TURN LEFT AT HAMPSHIRE AVENUE NORTH, 1.2 MI
 DK6473'(1.9 KM) EAST OF HAMPSHIRE AVENUE NORTH, AT SOUTHEAST CORNER OF
 DK6473'HAMPSHIRE AVENUE BRIDGE NUMBER 27224 OVER TRUNK HIGHWAY 610, AT TRUNK
 DK6473'HIGHWAY 610 MILEPOST 6.3, 22.8 FT (6.9 M) EAST OF HAMPSHIRE AVENUE,
 DK6473'MARK IS SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6474 ***********************************************************************
 DK6474  DESIGNATION -  2771 Y
 DK6474  PID         -  DK6474
 DK6474  STATE/COUNTY-  MN/HENNEPIN
 DK6474  COUNTRY     -  US
 DK6474  USGS QUAD   -  ANOKA (1993)
 DK6474
 DK6474                         *CURRENT SURVEY CONTROL
 DK6474  ______________________________________________________________________
 DK6474* NAD 83(1986) POSITION- 45 07 46.11   (N) 093 22 35.22   (W)   HD_HELD1  
 DK6474* NAVD 88 ORTHO HEIGHT -   274.749  (meters)     901.41  (feet) ADJUSTED  
 DK6474  ______________________________________________________________________
 DK6474  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DK6474  DYNAMIC HEIGHT  -        274.739 (meters)      901.37  (feet) COMP
 DK6474  MODELED GRAVITY -    980,571.4   (mgal)                       NAVD 88
 DK6474
 DK6474  VERT ORDER      -  SECOND    CLASS I
 DK6474
 DK6474.The horizontal coordinates were established by differentially corrected
 DK6474.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6474.
 DK6474.The orthometric height was determined by differential leveling and
 DK6474.adjusted in October 2008.
 DK6474
 DK6474.The dynamic height is computed by dividing the NAVD 88
 DK6474.geopotential number by the normal gravity value computed on the
 DK6474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6474.degrees latitude (g = 980.6199 gals.).
 DK6474
 DK6474.The modeled gravity was interpolated from observed gravity values.
 DK6474
 DK6474;                    North         East    Units  Estimated Accuracy
 DK6474;SPC MN S     -   336,802.4     849,052.7     MT  (+/- 3 meters HH1 GPS) 
 DK6474
 DK6474                          SUPERSEDED SURVEY CONTROL
 DK6474
 DK6474.No superseded survey control is available for this station.
 DK6474
 DK6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7039697402(NAD 83)
 DK6474
 DK6474_MARKER: DD = SURVEY DISK
 DK6474_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6474_SP_SET: BRIDGE RAIL
 DK6474_STAMPING: 2771 Y 2002
 DK6474_MARK LOGO: MNDT  
 DK6474_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6474+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2001
 DK6474
 DK6474  HISTORY     - Date     Condition        Report By
 DK6474  HISTORY     - 2001     MONUMENTED       MNDT
 DK6474  HISTORY     - 20011106 GOOD             MNDT
 DK6474
 DK6474                          STATION DESCRIPTION
 DK6474
 DK6474'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DK6474'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF HAMEL, 4.7 MI
 DK6474'(7.6 KM) SOUTH OF ANOKA AND 1.4 MI (2.3 KM) EAST-NORTHEAST OF OSSEO.
 DK6474'HEAD SOUTH ON N FIRST AVENUE TOWARD E MAIN ST FOR 121 FT, TURN RIGHT
 DK6474'AT E MAIN STREET, GO 0.2 MI, TURN LEFT AT US-169 SOUTH, GO 5.1 MI (8.2
 DK6474'KM) TURN LEFT TO MERGE ONTO MN-610 EAST, GO 0.7 MI (1.1 KM) TAKE THE
 DK6474'CR-103 EXIT TOWARD W BROADWAY, GO 0.3 MI (0.5 KM) TURN RIGHT AT W
 DK6474'BROADWAY AVE/CR-103 N FOR 449 FT, 3.0 MI (4.8 KM) WEST OF W BROADWAY
 DK6474'AVENUE, AT SOUTHEAST CORNER OF WEST BROADWAY BRIDGE NUMBER 27225 OVER
 DK6474'TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST 5.8, 18.6 FT (5.7 M)
 DK6474'EAST OF NORTHBOUND WEST BROADWAY, 5.6 FT (1.7 M) WEST OF SIDEWALK, SET
 DK6474'FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6475 ***********************************************************************
 DK6475  DESIGNATION -  2771 Z
 DK6475  PID         -  DK6475
 DK6475  STATE/COUNTY-  MN/HENNEPIN
 DK6475  COUNTRY     -  US
 DK6475  USGS QUAD   -  ANOKA (1993)
 DK6475
 DK6475                         *CURRENT SURVEY CONTROL
 DK6475  ______________________________________________________________________
 DK6475* NAD 83(1986) POSITION- 45 07 48.55   (N) 093 22 36.53   (W)   HD_HELD1  
 DK6475* NAVD 88 ORTHO HEIGHT -   274.810  (meters)     901.61  (feet) ADJUSTED  
 DK6475  ______________________________________________________________________
 DK6475  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DK6475  DYNAMIC HEIGHT  -        274.799 (meters)      901.57  (feet) COMP
 DK6475  MODELED GRAVITY -    980,571.1   (mgal)                       NAVD 88
 DK6475
 DK6475  VERT ORDER      -  SECOND    CLASS I
 DK6475
 DK6475.The horizontal coordinates were established by differentially corrected
 DK6475.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6475.
 DK6475.The orthometric height was determined by differential leveling and
 DK6475.adjusted in October 2008.
 DK6475
 DK6475.The dynamic height is computed by dividing the NAVD 88
 DK6475.geopotential number by the normal gravity value computed on the
 DK6475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6475.degrees latitude (g = 980.6199 gals.).
 DK6475
 DK6475.The modeled gravity was interpolated from observed gravity values.
 DK6475
 DK6475;                    North         East    Units  Estimated Accuracy
 DK6475;SPC MN S     -   336,877.5     849,023.5     MT  (+/- 3 meters HH1 GPS) 
 DK6475
 DK6475                          SUPERSEDED SURVEY CONTROL
 DK6475
 DK6475.No superseded survey control is available for this station.
 DK6475
 DK6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7036897477(NAD 83)
 DK6475
 DK6475_MARKER: DD = SURVEY DISK
 DK6475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6475_SP_SET: BRIDGE RAIL
 DK6475_STAMPING: 2771 Z 2002
 DK6475_MARK LOGO: MNDT  
 DK6475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6475+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2002
 DK6475
 DK6475  HISTORY     - Date     Condition        Report By
 DK6475  HISTORY     - 2002     MONUMENTED       MNDT
 DK6475  HISTORY     - 20021106 GOOD             MNDT
 DK6475
 DK6475                          STATION DESCRIPTION
 DK6475
 DK6475'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK6475'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF HAMEL, 4.7 MI
 DK6475'(7.6 KM) SOUTH OF ANOKA AND 1.4 MI (2.3 KM) EAST-NORTHEAST OF OSSEO.
 DK6475'THE MARK IS IN OSSEO, HEAD NORTH ON CENTRAL AVENUE TOWARD FIFTH ST NE
 DK6475'FOR 0.2 MI (0.3 KM) THEN TURN RIGHT AT SEVENTH ST NE/93RD AVENUE
 DK6475'NORTH, CONTINUE TO FOLLOW 93RD AVENUE NORTH, FOR 1.2 MI (1.9 KM) TURN
 DK6475'LEFT AT W BROADWAY AVE/CR-103 N FOR 0.4 MI (0.6 KM) 3.0 MI (4.8 KM)
 DK6475'WEST OF W BROADWAY AVENUE, AT NORTHWEST CORNER OF WEST BROADWAY BRIDGE
 DK6475'NUMBER 27225 OVER TRUNK HIGHWAY 610, AT TRUNK HIGHWAY 610 MILEPOST
 DK6475'5.8, 18.3 FT (5.6 M) WEST OF EASTBOUND WEST BROADWAY, 5.5 FT (1.7 M)
 DK6475'EAST OF SIDEWALK, MARK IS SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7236 ***********************************************************************
 DK7236  DESIGNATION -  2773 A
 DK7236  PID         -  DK7236
 DK7236  STATE/COUNTY-  MN/HENNEPIN
 DK7236  COUNTRY     -  US
 DK7236  USGS QUAD   -  HOPKINS (1993)
 DK7236
 DK7236                         *CURRENT SURVEY CONTROL
 DK7236  ______________________________________________________________________
 DK7236* NAD 83(1986) POSITION- 44 53 34.11   (N) 093 25 11.57   (W)   HD_HELD1  
 DK7236* NAVD 88 ORTHO HEIGHT -   293.578  (meters)     963.18  (feet) ADJUSTED  
 DK7236  ______________________________________________________________________
 DK7236  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DK7236  DYNAMIC HEIGHT  -        293.571 (meters)      963.16  (feet) COMP
 DK7236  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DK7236
 DK7236  VERT ORDER      -  SECOND    CLASS I
 DK7236
 DK7236.The horizontal coordinates were established by differentially corrected
 DK7236.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7236.
 DK7236.The orthometric height was determined by differential leveling and
 DK7236.adjusted in May 2010.
 DK7236
 DK7236.No vertical observational check was made to the station.
 DK7236
 DK7236.Photographs are available for this station.
 DK7236
 DK7236.The dynamic height is computed by dividing the NAVD 88
 DK7236.geopotential number by the normal gravity value computed on the
 DK7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7236.degrees latitude (g = 980.6199 gals.).
 DK7236
 DK7236.The modeled gravity was interpolated from observed gravity values.
 DK7236
 DK7236;                    North         East    Units  Estimated Accuracy
 DK7236;SPC MN S     -   310,477.7     845,822.9     MT  (+/- 3 meters HH1 GPS) 
 DK7236
 DK7236                          SUPERSEDED SURVEY CONTROL
 DK7236
 DK7236.No superseded survey control is available for this station.
 DK7236
 DK7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6684571128(NAD 83)
 DK7236
 DK7236_MARKER: DB = BENCH MARK DISK
 DK7236_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7236_SP_SET: BRIDGE ABUTMENT
 DK7236_STAMPING: 2773 A 2006
 DK7236_MARK LOGO: MN-053
 DK7236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7236+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7236
 DK7236  HISTORY     - Date     Condition        Report By
 DK7236  HISTORY     - 1969     MONUMENTED       MN-053
 DK7236  HISTORY     - 20070313 GOOD             MNDT
 DK7236
 DK7236                          STATION DESCRIPTION
 DK7236
 DK7236'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7236'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE MARK IS
 DK7236'LOCATED ABOUT 7.0 MI (11.2 KM) WEST-NORTHWEST OF BLOOMINGTON, 3.1 MI
 DK7236'(4.9 KM) SOUTHEAST OF HOPKINS, AND 3.6 MI (5.8 KM) NORTHEAST TO EDEN
 DK7236'PRAIRIE.    PROCEED TO MARK 1.1 MILES (1.8 KM) EAST ALONG TRUNK
 DK7236'HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494 IN
 DK7236'EDEN PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 104.7, IN SOUTHEAST CORNER
 DK7236'OF WESTBOUND COUNTY ROAD 62 BRIDGE 27545 OVER COUNTY ROAD 61, 18 FEET
 DK7236'(5.5 M) SOUTH OF TRUNK HIGHWAY 62.  DISK SET IN BRIDGE WHEN BUILT IN
 DK7236'1969 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7235 ***********************************************************************
 DK7235  DESIGNATION -  2773 B
 DK7235  PID         -  DK7235
 DK7235  STATE/COUNTY-  MN/HENNEPIN
 DK7235  COUNTRY     -  US
 DK7235  USGS QUAD   -  HOPKINS (1993)
 DK7235
 DK7235                         *CURRENT SURVEY CONTROL
 DK7235  ______________________________________________________________________
 DK7235* NAD 83(1986) POSITION- 44 53 33.31   (N) 093 25 11.40   (W)   HD_HELD1  
 DK7235* NAVD 88 ORTHO HEIGHT -   293.234  (meters)     962.05  (feet) ADJUSTED  
 DK7235  ______________________________________________________________________
 DK7235  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DK7235  DYNAMIC HEIGHT  -        293.227 (meters)      962.03  (feet) COMP
 DK7235  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DK7235
 DK7235  VERT ORDER      -  SECOND    CLASS I
 DK7235
 DK7235.The horizontal coordinates were established by differentially corrected
 DK7235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7235.
 DK7235.The orthometric height was determined by differential leveling and
 DK7235.adjusted in May 2010.
 DK7235
 DK7235.Photographs are available for this station.
 DK7235
 DK7235.The dynamic height is computed by dividing the NAVD 88
 DK7235.geopotential number by the normal gravity value computed on the
 DK7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7235.degrees latitude (g = 980.6199 gals.).
 DK7235
 DK7235.The modeled gravity was interpolated from observed gravity values.
 DK7235
 DK7235;                    North         East    Units  Estimated Accuracy
 DK7235;SPC MN S     -   310,453.0     845,826.8     MT  (+/- 3 meters HH1 GPS) 
 DK7235
 DK7235                          SUPERSEDED SURVEY CONTROL
 DK7235
 DK7235.No superseded survey control is available for this station.
 DK7235
 DK7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6684871103(NAD 83)
 DK7235
 DK7235_MARKER: DB = BENCH MARK DISK
 DK7235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7235_SP_SET: BRIDGE ABUTMENT
 DK7235_STAMPING: 2773 B 2006
 DK7235_MARK LOGO: MN-053
 DK7235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7235+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7235
 DK7235  HISTORY     - Date     Condition        Report By
 DK7235  HISTORY     - 1986     MONUMENTED       MN-053
 DK7235  HISTORY     - 20070313 GOOD             MNDT
 DK7235
 DK7235                          STATION DESCRIPTION
 DK7235
 DK7235'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7235'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7235' 
 DK7235'THE MARK IS LOCATED 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 62
 DK7235'FROM JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494 IN EDEN
 DK7235'PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 104.7, IN SOUTHEAST CORNER OF
 DK7235'EASTBOUND COUNTY ROAD 62 BRIDGE 27546 OVER COUNTY ROAD 61, 20 FEET
 DK7235'(6.1 M) SOUTH OF TRUNK HIGHWAY 62 EAST BOUND.  DISK SET IN BRIDGE WHEN
 DK7235'BUILT IN 1986 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7234 ***********************************************************************
 DK7234  DESIGNATION -  2773 C
 DK7234  PID         -  DK7234
 DK7234  STATE/COUNTY-  MN/HENNEPIN
 DK7234  COUNTRY     -  US
 DK7234  USGS QUAD   -  HOPKINS (1993)
 DK7234
 DK7234                         *CURRENT SURVEY CONTROL
 DK7234  ______________________________________________________________________
 DK7234* NAD 83(1986) POSITION- 44 53 30.29   (N) 093 25 58.05   (W)   HD_HELD1  
 DK7234* NAVD 88 ORTHO HEIGHT -   286.793  (meters)     940.92  (feet) ADJUSTED  
 DK7234  ______________________________________________________________________
 DK7234  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DK7234  DYNAMIC HEIGHT  -        286.787 (meters)      940.90  (feet) COMP
 DK7234  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DK7234
 DK7234  VERT ORDER      -  SECOND    CLASS I
 DK7234
 DK7234.The horizontal coordinates were established by differentially corrected
 DK7234.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7234.
 DK7234.The orthometric height was determined by differential leveling and
 DK7234.adjusted in May 2010.
 DK7234
 DK7234.Photographs are available for this station.
 DK7234
 DK7234.The dynamic height is computed by dividing the NAVD 88
 DK7234.geopotential number by the normal gravity value computed on the
 DK7234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7234.degrees latitude (g = 980.6199 gals.).
 DK7234
 DK7234.The modeled gravity was interpolated from observed gravity values.
 DK7234
 DK7234;                    North         East    Units  Estimated Accuracy
 DK7234;SPC MN S     -   310,352.6     844,803.9     MT  (+/- 3 meters HH1 GPS) 
 DK7234
 DK7234                          SUPERSEDED SURVEY CONTROL
 DK7234
 DK7234.No superseded survey control is available for this station.
 DK7234
 DK7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6582571016(NAD 83)
 DK7234
 DK7234_MARKER: DV = VERTICAL CONTROL DISK
 DK7234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7234_SP_SET: BRIDGE ABUTMENT
 DK7234_STAMPING: 2773 C 2006
 DK7234_MARK LOGO: MNDT  
 DK7234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7234+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7234
 DK7234  HISTORY     - Date     Condition        Report By
 DK7234  HISTORY     - 1986     MONUMENTED       MNDT
 DK7234  HISTORY     - 20070313 GOOD             MNDT
 DK7234
 DK7234                          STATION DESCRIPTION
 DK7234
 DK7234'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7234'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7234' 
 DK7234'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF EXCELSIOR, 3.2 MI
 DK7234'(5.1 KM) NORTHEAST TO EDEN PRAIRIE AND 2.7 MI (4.4 KM) SOUTH-SOUTHEAST
 DK7234'OF HOPKINS.
 DK7234' 
 DK7234'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER
 DK7234'27582 OVER TRUNK HIGHWAY 62, 0.5 MILE (0.8 KM) EAST ALONG TRUNK
 DK7234'HIGHWAY 62 FROM JUNCTION ON OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494
 DK7234'IN EDEN PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 140.1, 16.5 FEET (5.0
 DK7234'M) EAST OF ROWLAND ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN
 DK7234'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7253 ***********************************************************************
 DK7253  DESIGNATION -  2773 D
 DK7253  PID         -  DK7253
 DK7253  STATE/COUNTY-  MN/HENNEPIN
 DK7253  COUNTRY     -  US
 DK7253  USGS QUAD   -  HOPKINS (1993)
 DK7253
 DK7253                         *CURRENT SURVEY CONTROL
 DK7253  ______________________________________________________________________
 DK7253* NAD 83(1986) POSITION- 44 53 31.46   (N) 093 26 01.41   (W)   HD_HELD1  
 DK7253* NAVD 88 ORTHO HEIGHT -   280.617  (meters)     920.66  (feet) ADJUSTED  
 DK7253  ______________________________________________________________________
 DK7253  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DK7253  DYNAMIC HEIGHT  -        280.611 (meters)      920.64  (feet) COMP
 DK7253  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DK7253
 DK7253  VERT ORDER      -  SECOND    CLASS I
 DK7253
 DK7253.The horizontal coordinates were established by differentially corrected
 DK7253.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7253.
 DK7253.The orthometric height was determined by differential leveling and
 DK7253.adjusted in May 2010.
 DK7253
 DK7253.No vertical observational check was made to the station.
 DK7253
 DK7253.Photographs are available for this station.
 DK7253
 DK7253.The dynamic height is computed by dividing the NAVD 88
 DK7253.geopotential number by the normal gravity value computed on the
 DK7253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7253.degrees latitude (g = 980.6199 gals.).
 DK7253
 DK7253.The modeled gravity was interpolated from observed gravity values.
 DK7253
 DK7253;                    North         East    Units  Estimated Accuracy
 DK7253;SPC MN S     -   310,388.2     844,729.9     MT  (+/- 3 meters HH1 GPS) 
 DK7253
 DK7253                          SUPERSEDED SURVEY CONTROL
 DK7253
 DK7253.No superseded survey control is available for this station.
 DK7253
 DK7253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6575171052(NAD 83)
 DK7253
 DK7253_MARKER: DV = VERTICAL CONTROL DISK
 DK7253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7253_SP_SET: BRIDGE ABUTMENT
 DK7253_STAMPING: 2773 D 2006
 DK7253_MARK LOGO: MNDT  
 DK7253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7253+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7253
 DK7253  HISTORY     - Date     Condition        Report By
 DK7253  HISTORY     - 1986     MONUMENTED       MNDT
 DK7253  HISTORY     - 20070313 GOOD             MNDT
 DK7253
 DK7253                          STATION DESCRIPTION
 DK7253
 DK7253'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7253'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.    THE MARK
 DK7253'IS LOCATED ABOUT 6.6 MI (10.5 KM) EAST OF EXCELSIOR, 2.7 MI (4.3 KM)
 DK7253'SOUTH-SOUTHEAST OF HOPKINS, AND 3.1 MI (5.1 KM) NORTHEAST TO EDEN
 DK7253'PRAIRIE.
 DK7253' 
 DK7253'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 62 BRIDGE NUMBER
 DK7253'27573 OVER BIKE TRAIL, 0.5 MILES (0.8 KM) EAST ALONG TRUNK HIGHWAY 62
 DK7253'FROM JUNCTION OF TRUNK HIGHWAY 62 AND TRUNK HIGHWAY 494 IN EDEN
 DK7253'PRAIRIE, AT TRUNK HIGHWAY 62 MILEPOINT 140.05, 18.6 FEET (5.7 M) SOUTH
 DK7253'OF WESTBOUND TRUNK HIGHWAY 62.  DISK SET IN BRIDGE WHEN BUILT IN 1986
 DK7253'THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7233 ***********************************************************************
 DK7233  DESIGNATION -  2773 E
 DK7233  PID         -  DK7233
 DK7233  STATE/COUNTY-  MN/HENNEPIN
 DK7233  COUNTRY     -  US
 DK7233  USGS QUAD   -  HOPKINS (1993)
 DK7233
 DK7233                         *CURRENT SURVEY CONTROL
 DK7233  ______________________________________________________________________
 DK7233* NAD 83(1986) POSITION- 44 53 30.77   (N) 093 26 00.97   (W)   HD_HELD1  
 DK7233* NAVD 88 ORTHO HEIGHT -   280.542  (meters)     920.41  (feet) ADJUSTED  
 DK7233  ______________________________________________________________________
 DK7233  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DK7233  DYNAMIC HEIGHT  -        280.536 (meters)      920.39  (feet) COMP
 DK7233  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 DK7233
 DK7233  VERT ORDER      -  SECOND    CLASS I
 DK7233
 DK7233.The horizontal coordinates were established by differentially corrected
 DK7233.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7233.
 DK7233.The orthometric height was determined by differential leveling and
 DK7233.adjusted in May 2010.
 DK7233
 DK7233.Photographs are available for this station.
 DK7233
 DK7233.The dynamic height is computed by dividing the NAVD 88
 DK7233.geopotential number by the normal gravity value computed on the
 DK7233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7233.degrees latitude (g = 980.6199 gals.).
 DK7233
 DK7233.The modeled gravity was interpolated from observed gravity values.
 DK7233
 DK7233;                    North         East    Units  Estimated Accuracy
 DK7233;SPC MN S     -   310,367.0     844,739.7     MT  (+/- 3 meters HH1 GPS) 
 DK7233
 DK7233                          SUPERSEDED SURVEY CONTROL
 DK7233
 DK7233.No superseded survey control is available for this station.
 DK7233
 DK7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6576171031(NAD 83)
 DK7233
 DK7233_MARKER: DV = VERTICAL CONTROL DISK
 DK7233_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7233_SP_SET: BRIDGE ABUTMENT
 DK7233_STAMPING: 2773 E 2006
 DK7233_MARK LOGO: MNDT  
 DK7233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7233+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7233
 DK7233  HISTORY     - Date     Condition        Report By
 DK7233  HISTORY     - 1986     MONUMENTED       MNDT
 DK7233  HISTORY     - 20070313 GOOD             MNDT
 DK7233
 DK7233                          STATION DESCRIPTION
 DK7233
 DK7233'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7233'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7233' 
 DK7233'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF EXCELSIOR, 2.7 MI
 DK7233'(4.4 KM) SOUTH-SOUTHEAST OF HOPKINS, AND 3.6 MI (5.8 KM) NORTHEAST TO
 DK7233'EDEN PRAIRIE.    MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DK7233'62 BRIDGE NUMBER 27572 OVER BIKE TRAIL IN EDEN PRAIRIE, 0.5 MILE (0.8
 DK7233'KM) EAST ALONG TRUNK HIGHWAY 62 FROM JUNCTION OF TRUNK HIGHWAY 62 AND
 DK7233'TRUNK HIGHWAY 494 IN EDEN PRAIRIE, 24.4 FEET (7.4 M) SOUTH OF
 DK7233'EASTBOUND TRUNK HIGHWAY 62.  DISK SET IN BRIDGE WHEN BUILT IN 1986
 DK7233'THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7254 ***********************************************************************
 DK7254  DESIGNATION -  2773 F
 DK7254  PID         -  DK7254
 DK7254  STATE/COUNTY-  MN/HENNEPIN
 DK7254  COUNTRY     -  US
 DK7254  USGS QUAD   -  HOPKINS (1993)
 DK7254
 DK7254                         *CURRENT SURVEY CONTROL
 DK7254  ______________________________________________________________________
 DK7254* NAD 83(1986) POSITION- 44 53 20.08   (N) 093 24 23.42   (W)   HD_HELD1  
 DK7254* NAVD 88 ORTHO HEIGHT -   290.800  (meters)     954.07  (feet) ADJUSTED  
 DK7254  ______________________________________________________________________
 DK7254  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DK7254  DYNAMIC HEIGHT  -        290.792 (meters)      954.04  (feet) COMP
 DK7254  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DK7254
 DK7254  VERT ORDER      -  SECOND    CLASS I
 DK7254
 DK7254.The horizontal coordinates were established by differentially corrected
 DK7254.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7254.
 DK7254.The orthometric height was determined by differential leveling and
 DK7254.adjusted in May 2010.
 DK7254
 DK7254.Photographs are available for this station.
 DK7254
 DK7254.The dynamic height is computed by dividing the NAVD 88
 DK7254.geopotential number by the normal gravity value computed on the
 DK7254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7254.degrees latitude (g = 980.6199 gals.).
 DK7254
 DK7254.The modeled gravity was interpolated from observed gravity values.
 DK7254
 DK7254;                    North         East    Units  Estimated Accuracy
 DK7254;SPC MN S     -   310,052.2     846,882.5     MT  (+/- 3 meters HH1 GPS) 
 DK7254
 DK7254                          SUPERSEDED SURVEY CONTROL
 DK7254
 DK7254.No superseded survey control is available for this station.
 DK7254
 DK7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6789970690(NAD 83)
 DK7254
 DK7254_MARKER: DV = VERTICAL CONTROL DISK
 DK7254_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7254_SP_SET: BRIDGE RAILING
 DK7254_STAMPING: 2773 F 1968
 DK7254_MARK LOGO: MNHD  
 DK7254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7254+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7254
 DK7254  HISTORY     - Date     Condition        Report By
 DK7254  HISTORY     - 1968     MONUMENTED       MNDT
 DK7254  HISTORY     - 20070313 GOOD             MNDT
 DK7254
 DK7254                          STATION DESCRIPTION
 DK7254
 DK7254'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7254'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.   THE MARK IS
 DK7254'LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF BLOOMINGTON, 3.7 MI
 DK7254'(6.0 KM) SOUTHEAST OF HOPKINS AND 3.9 MI (6.3 KM) NORTHEAST TO EDEN
 DK7254'PRAIRIE.
 DK7254' 
 DK7254'PROCEED 1.9 MILES (3.1 KM) EAST ALONG TRUNK HIGHWAY 62 FROM THE
 DK7254'JUNCTION OF FEDERAL AID HIGHWAY 494, AT TRUNK HIGHWAY 62 MILEPOINT
 DK7254'105.45 IN EDEN PRAIRIE, IN BRIDGE RAIL AT SOUTHEAST CORNER OF BRIDGE
 DK7254'NUMBER 27078 (TRUNK HIGHWAY 62 OVER TRUNK HIGHWAY 212, 13.5 FEET (4.1
 DK7254'M) NORTH OF EASTBOUND TRUNK HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5315 ***********************************************************************
 DF5315  DESIGNATION -  2776 A
 DF5315  PID         -  DF5315
 DF5315  STATE/COUNTY-  MN/HENNEPIN
 DF5315  COUNTRY     -  US
 DF5315  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5315
 DF5315                         *CURRENT SURVEY CONTROL
 DF5315  ______________________________________________________________________
 DF5315* NAD 83(1986) POSITION- 44 49 18.     (N) 093 23 56.     (W)   SCALED    
 DF5315* NAVD 88 ORTHO HEIGHT -   256.106  (meters)     840.24  (feet) ADJUSTED  
 DF5315  ______________________________________________________________________
 DF5315  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DF5315  DYNAMIC HEIGHT  -        256.099 (meters)      840.22  (feet) COMP
 DF5315  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DF5315
 DF5315  VERT ORDER      -  SECOND    CLASS II
 DF5315
 DF5315.The horizontal coordinates were scaled from a topographic map and have
 DF5315.an estimated accuracy of +/- 6 seconds.
 DF5315.
 DF5315.The orthometric height was determined by differential leveling and
 DF5315.adjusted in August 2004.
 DF5315
 DF5315.No vertical observational check was made to the station.
 DF5315
 DF5315.The dynamic height is computed by dividing the NAVD 88
 DF5315.geopotential number by the normal gravity value computed on the
 DF5315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5315.degrees latitude (g = 980.6199 gals.).
 DF5315
 DF5315.The modeled gravity was interpolated from observed gravity values.
 DF5315
 DF5315;                    North         East    Units  Estimated Accuracy
 DF5315;SPC MN S     -   302,580.      847,540.      MT  (+/- 180 meters Scaled)
 DF5315
 DF5315                          SUPERSEDED SURVEY CONTROL
 DF5315
 DF5315.No superseded survey control is available for this station.
 DF5315
 DF5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK684632(NAD 83)
 DF5315
 DF5315_MARKER: DD = SURVEY DISK
 DF5315_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5315_STAMPING: 2776 A 1998
 DF5315_MARK LOGO: MNDT  
 DF5315_PROJECTION: FLUSH
 DF5315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5315+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DF5315_ROD/PIPE-DEPTH: 10.7 meters
 DF5315
 DF5315  HISTORY     - Date     Condition        Report By
 DF5315  HISTORY     - 1998     MONUMENTED       MNDT
 DF5315
 DF5315                          STATION DESCRIPTION
 DF5315
 DF5315'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DF5315'THE MARK IS IN EDEN PRAIRIE, 2.6 MI (4.2 KM) SOUTH ALONG TH 169 FROM
 DF5315'JCT OF TH 169 AND FAI 494 IN EDINA, AT TH 169 MP 119, 49.5 FT (15.1 M)
 DF5315'WEST OF SB TH 169, 72.2 FT (22.0 M) SSW OF LIGHT POLE, 127.0 FT (38.7
 DF5315'M) SSE OF CONC CULVERT, 157.0 FT (47.9 M) SSE OF FRONTAGE RD MEDIAN
 DF5315'(HENNEPIN TOWN RD) , 20.6 FT (6.3 M) WEST OF WIT POST/MP 119. THE MARK
 DF5315'IS FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 35 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5314 ***********************************************************************
 DF5314  DESIGNATION -  2776 B
 DF5314  PID         -  DF5314
 DF5314  STATE/COUNTY-  MN/HENNEPIN
 DF5314  COUNTRY     -  US
 DF5314  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5314
 DF5314                         *CURRENT SURVEY CONTROL
 DF5314  ______________________________________________________________________
 DF5314* NAD 83(1986) POSITION- 44 50 05.64   (N) 093 23 52.60   (W)   HD_HELD1  
 DF5314* NAVD 88 ORTHO HEIGHT -   266.042  (meters)     872.84  (feet) ADJUSTED  
 DF5314  ______________________________________________________________________
 DF5314  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DF5314  DYNAMIC HEIGHT  -        266.035 (meters)      872.82  (feet) COMP
 DF5314  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DF5314
 DF5314  VERT ORDER      -  SECOND    CLASS II
 DF5314
 DF5314.The horizontal coordinates were established by differentially corrected
 DF5314.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5314.
 DF5314.The orthometric height was determined by differential leveling and
 DF5314.adjusted in August 2004.
 DF5314
 DF5314.No vertical observational check was made to the station.
 DF5314
 DF5314.Photographs are available for this station.
 DF5314
 DF5314.The dynamic height is computed by dividing the NAVD 88
 DF5314.geopotential number by the normal gravity value computed on the
 DF5314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5314.degrees latitude (g = 980.6199 gals.).
 DF5314
 DF5314.The modeled gravity was interpolated from observed gravity values.
 DF5314
 DF5314;                    North         East    Units  Estimated Accuracy
 DF5314;SPC MN S     -   304,055.4     847,603.0     MT  (+/- 3 meters HH1 GPS) 
 DF5314
 DF5314                          SUPERSEDED SURVEY CONTROL
 DF5314
 DF5314.No superseded survey control is available for this station.
 DF5314
 DF5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6854564687(NAD 83)
 DF5314
 DF5314_MARKER: DD = SURVEY DISK
 DF5314_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5314_STAMPING: 2776 B 1998
 DF5314_MARK LOGO: MNDT  
 DF5314_PROJECTION: FLUSH
 DF5314_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5314+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5314_ROD/PIPE-DEPTH:  4.6 meters
 DF5314
 DF5314  HISTORY     - Date     Condition        Report By
 DF5314  HISTORY     - 1998     MONUMENTED       MNDT
 DF5314  HISTORY     - 20051213 GOOD             MNDT
 DF5314  HISTORY     - 20070719 GOOD             MNDT
 DF5314
 DF5314                          STATION DESCRIPTION
 DF5314
 DF5314'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DF5314'THE MARK IS IN BLOOMINGTON, 1.7 MI (2.7 KM) SOUTH ALONG TH 169 FROM
 DF5314'JCT OF TH 169 AND FAI 494 IN EDINA, AT TH 169 MP 120, 53.5 FT (16.3 M)
 DF5314'EAST OF NB TH 169, 52.5 FT (16.0 M) SSE OF LIGHT POLE, 82.0 FT (25.0
 DF5314'M) WSW OF ASH TREE, 23.0 FT (7.0 M) EAST OF MILEPOST 120, 4.0 FT (1.2
 DF5314'M) WEST OF WIT POST.  THE MARK IS FLUSH, MAGNETIC AND SUITABLE FOR
 DF5314'GPS.  ROD DEPTH IS 15 FT.
 DF5314
 DF5314                          STATION RECOVERY (2005)
 DF5314
 DF5314'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5314'RECOVERED AS DESCRIBED.
 DF5314
 DF5314                          STATION RECOVERY (2007)
 DF5314
 DF5314'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5314'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF SHAKOPEE,
 DF5314'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.8 MI (6.1 KM) EAST-SOUTHEAST
 DF5314'OF EDEN PRAIRIE.
 DF5314' 
 DF5314'TO REACH TO THE MARK IN BLOOMINGTON, 1.70 MI (2.7 KM) SOUTH ALONG
 DF5314'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 DF5314'INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK HIGHWAY 169 MILEPOST 120,
 DF5314'250 FT (76.2 M) TO 300 FT (91.4 M) SOUTH-SOUTHEAST OF MILEPOST, 53.5
 DF5314'FT (16.3 M) EAST OF TRUNK HIGHWAY 169 NORTHBOUND, 52.5 FT (16.0 M)
 DF5314'SOUTH-SOUTHEAST OF LIGHT POLE, 82.0 FT (25.0 M) WEST-SOUTHWEST OF ASH
 DF5314'TREE, 23.0 FT (7.0 M) EAST OF MILEPOST 120, 10 INCH (25 CM) WEST OF A
 DF5314'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5318 ***********************************************************************
 DF5318  DESIGNATION -  2776 C
 DF5318  PID         -  DF5318
 DF5318  STATE/COUNTY-  MN/HENNEPIN
 DF5318  COUNTRY     -  US
 DF5318  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5318
 DF5318                         *CURRENT SURVEY CONTROL
 DF5318  ______________________________________________________________________
 DF5318* NAD 83(1986) POSITION- 44 48 18.65   (N) 093 23 52.17   (W)   HD_HELD1  
 DF5318* NAVD 88 ORTHO HEIGHT -   238.199  (meters)     781.49  (feet) ADJUSTED  
 DF5318  ______________________________________________________________________
 DF5318  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DF5318  DYNAMIC HEIGHT  -        238.192 (meters)      781.47  (feet) COMP
 DF5318  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 DF5318
 DF5318  VERT ORDER      -  SECOND    CLASS II
 DF5318
 DF5318.The horizontal coordinates were established by differentially corrected
 DF5318.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5318.
 DF5318.The orthometric height was determined by differential leveling and
 DF5318.adjusted in August 2004.
 DF5318
 DF5318.No vertical observational check was made to the station.
 DF5318
 DF5318.Photographs are available for this station.
 DF5318
 DF5318.The dynamic height is computed by dividing the NAVD 88
 DF5318.geopotential number by the normal gravity value computed on the
 DF5318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5318.degrees latitude (g = 980.6199 gals.).
 DF5318
 DF5318.The modeled gravity was interpolated from observed gravity values.
 DF5318
 DF5318;                    North         East    Units  Estimated Accuracy
 DF5318;SPC MN S     -   300,753.1     847,636.7     MT  (+/- 3 meters HH1 GPS) 
 DF5318
 DF5318                          SUPERSEDED SURVEY CONTROL
 DF5318
 DF5318.No superseded survey control is available for this station.
 DF5318
 DF5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6853961385(NAD 83)
 DF5318
 DF5318_MARKER: DD = SURVEY DISK
 DF5318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5318_SP_SET: BRIDGE ABUTMENT
 DF5318_STAMPING: 2776 C 1998
 DF5318_MARK LOGO: MNDT  
 DF5318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5318+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5318
 DF5318  HISTORY     - Date     Condition        Report By
 DF5318  HISTORY     - 1994     MONUMENTED       MNDT
 DF5318  HISTORY     - 19980911 GOOD             MNDT
 DF5318  HISTORY     - 20070719 GOOD             MNDT
 DF5318
 DF5318                          STATION DESCRIPTION
 DF5318
 DF5318'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5318'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS IN
 DF5318'BLOOMINGTON, IN BRDG DECK AT NE COR OF BRDG NO 27624 OVER MINNESOTA
 DF5318'RIVER, 3.8 MI (6.1 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI
 DF5318'494 IN EDINA, AT TH 169 MP 117.75, 2.0 FT (0.6 M) WEST OF RAIL ING,
 DF5318'26.0 FT (7.9 M) SOUTH OF NE COR OF BRDG.  THE MARK IS FLUSH.  DISK SET
 DF5318'IN BRDG WHEN BUILT IN 1994 THEN STAMPED IN 1998.
 DF5318
 DF5318                          STATION RECOVERY (2007)
 DF5318
 DF5318'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5318'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF SHAKOPEE, 5.5 MI
 DF5318'(8.8 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 5.0 MI (8.0 KM) SOUTHEAST
 DF5318'OF EDEN PRAIRIE.
 DF5318' 
 DF5318'TO REACH TO THE MARK IN BLOOMINGTON, IN BRIDGE DECK AT NORTHEAST
 DF5318'CORNER NORTHBOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27624 OVER MINNESOTA
 DF5318'RIVER, 3.8 MI (6.1 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5318'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5318'HIGHWAY 169 MILE POINT 117.70, 2.0 FT (0.6 M) WEST OF RAILING, 26.0 FT
 DF5318'(7.9 M) SOUTH OF THE NORTHEAST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5316 ***********************************************************************
 DF5316  DESIGNATION -  2776 D
 DF5316  PID         -  DF5316
 DF5316  STATE/COUNTY-  MN/HENNEPIN
 DF5316  COUNTRY     -  US
 DF5316  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5316
 DF5316                         *CURRENT SURVEY CONTROL
 DF5316  ______________________________________________________________________
 DF5316* NAD 83(1986) POSITION- 44 48 28.49   (N) 093 23 53.99   (W)   HD_HELD1  
 DF5316* NAVD 88 ORTHO HEIGHT -   243.937  (meters)     800.32  (feet) ADJUSTED  
 DF5316  ______________________________________________________________________
 DF5316  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DF5316  DYNAMIC HEIGHT  -        243.930 (meters)      800.29  (feet) COMP
 DF5316  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DF5316
 DF5316  VERT ORDER      -  SECOND    CLASS II
 DF5316
 DF5316.The horizontal coordinates were established by differentially corrected
 DF5316.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5316.
 DF5316.The orthometric height was determined by differential leveling and
 DF5316.adjusted in August 2004.
 DF5316
 DF5316.No vertical observational check was made to the station.
 DF5316
 DF5316.Photographs are available for this station.
 DF5316
 DF5316.The dynamic height is computed by dividing the NAVD 88
 DF5316.geopotential number by the normal gravity value computed on the
 DF5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5316.degrees latitude (g = 980.6199 gals.).
 DF5316
 DF5316.The modeled gravity was interpolated from observed gravity values.
 DF5316
 DF5316;                    North         East    Units  Estimated Accuracy
 DF5316;SPC MN S     -   301,056.6     847,594.5     MT  (+/- 3 meters HH1 GPS) 
 DF5316
 DF5316                          SUPERSEDED SURVEY CONTROL
 DF5316
 DF5316.No superseded survey control is available for this station.
 DF5316
 DF5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6850061689(NAD 83)
 DF5316
 DF5316_MARKER: DD = SURVEY DISK
 DF5316_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5316_SP_SET: BRIDGE RAILING
 DF5316_STAMPING: 2776 D 1998
 DF5316_MARK LOGO: MNDT  
 DF5316_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5316+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5316
 DF5316  HISTORY     - Date     Condition        Report By
 DF5316  HISTORY     - 1993     MONUMENTED       MNDT
 DF5316  HISTORY     - 19980911 GOOD             MNDT
 DF5316  HISTORY     - 20051213 GOOD             MNDT
 DF5316  HISTORY     - 20070719 GOOD             MNDT
 DF5316
 DF5316                          STATION DESCRIPTION
 DF5316
 DF5316'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5316'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN EDEN
 DF5316'PRAIRIE, IN RAILING AT SE COR OF TH 169 IN BRDG NO 27694 OVER OLD
 DF5316'SHAKOPEE RD, 3.6 MI (5.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5316'FAI 494 IN EDINA, AT TH 169 MP 117.95, 23.7 FT (7.2 M) NORTH OF SE COR
 DF5316'OF RAILING.  THE MARK IS FLUSH.  THE DISK WAS SET WHEN BRDG WAS BUILT
 DF5316'IN 1993 THEN STAMPED IN 1998.
 DF5316
 DF5316                          STATION RECOVERY (2005)
 DF5316
 DF5316'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5316'RECOVERED AS DESCRIBED.
 DF5316
 DF5316                          STATION RECOVERY (2007)
 DF5316
 DF5316'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 DF5316'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF SHAKOPEE, 5.4 MI
 DF5316'(8.7 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 4.8 MI (7.7 KM) SOUTHEAST
 DF5316'OF EDEN PRAIRIE.
 DF5316' 
 DF5316'TO REACH TO THE MARK  IN EDEN PRAIRIE, IN RAILING AT SOUTHEAST CORNER
 DF5316'OF SOUTHBOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27694 OVER OLD SHAKOPEE
 DF5316'ROAD, 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5316'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5316'HIGHWAY 169 MILE POINT 117.95, 23.7 FT (7.2 M) NORTH OF THE SOUTHEAST
 DF5316'CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5317 ***********************************************************************
 DF5317  DESIGNATION -  2776 E
 DF5317  PID         -  DF5317
 DF5317  STATE/COUNTY-  MN/HENNEPIN
 DF5317  COUNTRY     -  US
 DF5317  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5317
 DF5317                         *CURRENT SURVEY CONTROL
 DF5317  ______________________________________________________________________
 DF5317* NAD 83(1986) POSITION- 44 48 28.4    (N) 093 23 52.8    (W)   HD_HELD2  
 DF5317* NAVD 88 ORTHO HEIGHT -   243.844  (meters)     800.01  (feet) ADJUSTED  
 DF5317  ______________________________________________________________________
 DF5317  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DF5317  DYNAMIC HEIGHT  -        243.837 (meters)      799.99  (feet) COMP
 DF5317  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DF5317
 DF5317  VERT ORDER      -  SECOND    CLASS II
 DF5317
 DF5317.The horizontal coordinates were established by autonomous hand held GPS
 DF5317.observations and have an estimated accuracy of +/- 10 meters.
 DF5317.
 DF5317.The orthometric height was determined by differential leveling and
 DF5317.adjusted in August 2004.
 DF5317
 DF5317.No vertical observational check was made to the station.
 DF5317
 DF5317.Photographs are available for this station.
 DF5317
 DF5317.The dynamic height is computed by dividing the NAVD 88
 DF5317.geopotential number by the normal gravity value computed on the
 DF5317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5317.degrees latitude (g = 980.6199 gals.).
 DF5317
 DF5317.The modeled gravity was interpolated from observed gravity values.
 DF5317
 DF5317;                    North         East    Units  Estimated Accuracy
 DF5317;SPC MN S     -   301,054.      847,621.      MT  (+/- 10 meters HH2 GPS)
 DF5317
 DF5317                          SUPERSEDED SURVEY CONTROL
 DF5317
 DF5317.No superseded survey control is available for this station.
 DF5317
 DF5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6852661686(NAD 83)
 DF5317
 DF5317_MARKER: DD = SURVEY DISK
 DF5317_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5317_SP_SET: BRIDGE RAILING
 DF5317_STAMPING: 2776 E 1998
 DF5317_MARK LOGO: MNDT  
 DF5317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5317+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5317
 DF5317  HISTORY     - Date     Condition        Report By
 DF5317  HISTORY     - 1993     MONUMENTED       MNDT
 DF5317  HISTORY     - 19980911 GOOD             MNDT
 DF5317  HISTORY     - 20051213 GOOD             MNDT
 DF5317  HISTORY     - 20070719 GOOD             MNDT
 DF5317
 DF5317                          STATION DESCRIPTION
 DF5317
 DF5317'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5317'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS IN
 DF5317'BLOOMINGTON, IN RAILING AT SE COR OF TH 169 BRDG NO 27693 OVER OLD
 DF5317'SHAKOPEE RD, 3.6 MI (5.8 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 DF5317'FAI 494 IN EDINA, AT TH 169 MP 117.95, 20.5 FT (6.2 M) NORTH OF SE COR
 DF5317'RAILING.  THE MARK IS FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN
 DF5317'1993 THEN STAMPED IN 1998.
 DF5317
 DF5317                          STATION RECOVERY (2005)
 DF5317
 DF5317'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5317'RECOVERED AS DESCRIBED.
 DF5317
 DF5317                          STATION RECOVERY (2007)
 DF5317
 DF5317'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5317'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) EAST OF SHAKOPEE, 5.4 MI
 DF5317'(8.7 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 4.8 MI (7.7 KM) SOUTHEAST
 DF5317'OF EDEN PRAIRIE.
 DF5317' 
 DF5317'TO REACH TO THE MARK IN BLOOMINGTON, IN RAILING AT SOUTHEAST CORNER OF
 DF5317'NORTHBOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27693 OVER OLD SHAKOPEE
 DF5317'ROAD, 3.6 MI (5.8 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5317'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5317'HIGHWAY 169 MILE POINT 117.95, 20.5 FT (6.2 M) NORTH OF THE SOUTHEAST
 DF5317'CORNER RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5310 ***********************************************************************
 DF5310  DESIGNATION -  2776 F
 DF5310  PID         -  DF5310
 DF5310  STATE/COUNTY-  MN/HENNEPIN
 DF5310  COUNTRY     -  US
 DF5310  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5310
 DF5310                         *CURRENT SURVEY CONTROL
 DF5310  ______________________________________________________________________
 DF5310* NAD 83(1986) POSITION- 44 50 48.36   (N) 093 23 55.48   (W)   HD_HELD1  
 DF5310* NAVD 88 ORTHO HEIGHT -   263.232  (meters)     863.62  (feet) ADJUSTED  
 DF5310  ______________________________________________________________________
 DF5310  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5310  DYNAMIC HEIGHT  -        263.225 (meters)      863.60  (feet) COMP
 DF5310  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 DF5310
 DF5310  VERT ORDER      -  SECOND    CLASS II
 DF5310
 DF5310.The horizontal coordinates were established by differentially corrected
 DF5310.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5310.
 DF5310.The orthometric height was determined by differential leveling and
 DF5310.adjusted in August 2004.
 DF5310
 DF5310.No vertical observational check was made to the station.
 DF5310
 DF5310.Photographs are available for this station.
 DF5310
 DF5310.The dynamic height is computed by dividing the NAVD 88
 DF5310.geopotential number by the normal gravity value computed on the
 DF5310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5310.degrees latitude (g = 980.6199 gals.).
 DF5310
 DF5310.The modeled gravity was interpolated from observed gravity values.
 DF5310
 DF5310;                    North         East    Units  Estimated Accuracy
 DF5310;SPC MN S     -   305,373.6     847,530.0     MT  (+/- 3 meters HH1 GPS) 
 DF5310
 DF5310                          SUPERSEDED SURVEY CONTROL
 DF5310
 DF5310.No superseded survey control is available for this station.
 DF5310
 DF5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6848966005(NAD 83)
 DF5310
 DF5310_MARKER: DD = SURVEY DISK
 DF5310_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5310_SP_SET: BRIDGE RAILING
 DF5310_STAMPING: 2776 F 1998
 DF5310_MARK LOGO: MNDT  
 DF5310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5310+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5310
 DF5310  HISTORY     - Date     Condition        Report By
 DF5310  HISTORY     - 1995     MONUMENTED       MNDT
 DF5310  HISTORY     - 19980911 GOOD             MNDT
 DF5310  HISTORY     - 20070719 GOOD             MNDT
 DF5310
 DF5310                          STATION DESCRIPTION
 DF5310
 DF5310'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5310'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN EDEN
 DF5310'PRAIRIE, IN RAILING AT NW COR OF TH 169 BRDG NO 27A16 OVER ANDERSON
 DF5310'LAKES, 0.9 MI (1.4 KM) SOUTH ALONG TH 169 FROM TH 169 AND FAI 494 IN
 DF5310'EDINA, AT TH 169 MP 120.9, 23.2 FT (7.1 M) WEST OF SB TH 169, 2.1 FT
 DF5310'(0.6 M) SOUTH OF NW COR OF RAILING OF BRDG.  THE MARK IS FLUSH.  THE
 DF5310'DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
 DF5310
 DF5310                          STATION RECOVERY (2007)
 DF5310
 DF5310'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5310'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5310'5.0 MI (8.0 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5310'PRAIRIE.
 DF5310' 
 DF5310'TO REACH TO THE MARK IN EDEN PRAIRIE, IN RAILING AT NORTHWEST CORNER
 DF5310'OF TRUNK HIGHWAY 169 HENNEPIN COUNTY BRIDGE NUMBER 27A16 OVER ANDERSON
 DF5310'LAKES, 0.90 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM TRUNK
 DF5310'HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK HIGHWAY 169
 DF5310'MILE POINT 120.9, 23.2 FT (7.1 M) WEST OF SOUTH-BOUND TRUNK HIGHWAY
 DF5310'169, 2.1 FT (0.6 M) SOUTH OF THE NORTHWEST CORNER RAILING OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5313 ***********************************************************************
 DF5313  DESIGNATION -  2776 G
 DF5313  PID         -  DF5313
 DF5313  STATE/COUNTY-  MN/HENNEPIN
 DF5313  COUNTRY     -  US
 DF5313  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5313
 DF5313                         *CURRENT SURVEY CONTROL
 DF5313  ______________________________________________________________________
 DF5313* NAD 83(1986) POSITION- 44 50 41.71   (N) 093 23 54.05   (W)   HD_HELD1  
 DF5313* NAVD 88 ORTHO HEIGHT -   262.205  (meters)     860.25  (feet) ADJUSTED  
 DF5313  ______________________________________________________________________
 DF5313  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5313  DYNAMIC HEIGHT  -        262.198 (meters)      860.23  (feet) COMP
 DF5313  MODELED GRAVITY -    980,583.0   (mgal)                       NAVD 88
 DF5313
 DF5313  VERT ORDER      -  SECOND    CLASS II
 DF5313
 DF5313.The horizontal coordinates were established by differentially corrected
 DF5313.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5313.
 DF5313.The orthometric height was determined by differential leveling and
 DF5313.adjusted in August 2004.
 DF5313
 DF5313.No vertical observational check was made to the station.
 DF5313
 DF5313.Photographs are available for this station.
 DF5313
 DF5313.The dynamic height is computed by dividing the NAVD 88
 DF5313.geopotential number by the normal gravity value computed on the
 DF5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5313.degrees latitude (g = 980.6199 gals.).
 DF5313
 DF5313.The modeled gravity was interpolated from observed gravity values.
 DF5313
 DF5313;                    North         East    Units  Estimated Accuracy
 DF5313;SPC MN S     -   305,168.5     847,562.9     MT  (+/- 3 meters HH1 GPS) 
 DF5313
 DF5313                          SUPERSEDED SURVEY CONTROL
 DF5313
 DF5313.No superseded survey control is available for this station.
 DF5313
 DF5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6851965800(NAD 83)
 DF5313
 DF5313_MARKER: DD = SURVEY DISK
 DF5313_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5313_SP_SET: BRIDGE RAILING
 DF5313_STAMPING: 2776 G 1998
 DF5313_MARK LOGO: MNDT  
 DF5313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5313+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5313
 DF5313  HISTORY     - Date     Condition        Report By
 DF5313  HISTORY     - 1995     MONUMENTED       MNDT
 DF5313  HISTORY     - 19980911 GOOD             MNDT
 DF5313  HISTORY     - 20051213 GOOD             MNDT
 DF5313  HISTORY     - 20070719 GOOD             MNDT
 DF5313
 DF5313                          STATION DESCRIPTION
 DF5313
 DF5313'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5313'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BLOOMINGTON,
 DF5313'IN RAILING AT SE COR OF NB LANE OF BRDG NO 27A15 OVER ANDERSON LAKES,
 DF5313'1.05 MI (1.69 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN
 DF5313'EDINA, AT TH 169 MP 120.65, 1.9 FT (0.6 M) NORTH OF SE COR RAILING.
 DF5313'THE MARK IS FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN
 DF5313'STAMPED IN 1998.
 DF5313
 DF5313                          STATION RECOVERY (2005)
 DF5313
 DF5313'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5313'RECOVERED AS DESCRIBED.
 DF5313
 DF5313                          STATION RECOVERY (2007)
 DF5313
 DF5313'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5313'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5313'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5313'PRAIRIE.
 DF5313' 
 DF5313'TO REACH TO THE MARK IN BLOOMINGTON, IN RAILING AT SOUTHEAST CORNER OF
 DF5313'NORTHBOUND LANE OF TRUNK HIGHWAY 169 BRIDGE NUMBER 27A15 OVER ANDERSON
 DF5313'LAKES, 1.05 MI (1.7 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 DF5313'JUNCTION OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT
 DF5313'TRUNK HIGHWAY 169 MILE POINT 120.65, 1.9 FT (0.6 M) NORTH OF THE
 DF5313'SOUTHEAST CORNER RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5312 ***********************************************************************
 DF5312  DESIGNATION -  2776 H
 DF5312  PID         -  DF5312
 DF5312  STATE/COUNTY-  MN/HENNEPIN
 DF5312  COUNTRY     -  US
 DF5312  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5312
 DF5312                         *CURRENT SURVEY CONTROL
 DF5312  ______________________________________________________________________
 DF5312* NAD 83(1986) POSITION- 44 50 41.7    (N) 093 23 55.1    (W)   HD_HELD2  
 DF5312* NAVD 88 ORTHO HEIGHT -   262.262  (meters)     860.44  (feet) ADJUSTED  
 DF5312  ______________________________________________________________________
 DF5312  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5312  DYNAMIC HEIGHT  -        262.255 (meters)      860.41  (feet) COMP
 DF5312  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DF5312
 DF5312  VERT ORDER      -  SECOND    CLASS II
 DF5312
 DF5312.The horizontal coordinates were established by autonomous hand held GPS
 DF5312.observations and have an estimated accuracy of +/- 10 meters.
 DF5312.
 DF5312.The orthometric height was determined by differential leveling and
 DF5312.adjusted in August 2004.
 DF5312
 DF5312.No vertical observational check was made to the station.
 DF5312
 DF5312.Photographs are available for this station.
 DF5312
 DF5312.The dynamic height is computed by dividing the NAVD 88
 DF5312.geopotential number by the normal gravity value computed on the
 DF5312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5312.degrees latitude (g = 980.6199 gals.).
 DF5312
 DF5312.The modeled gravity was interpolated from observed gravity values.
 DF5312
 DF5312;                    North         East    Units  Estimated Accuracy
 DF5312;SPC MN S     -   305,168.      847,540.      MT  (+/- 10 meters HH2 GPS)
 DF5312
 DF5312                          SUPERSEDED SURVEY CONTROL
 DF5312
 DF5312.No superseded survey control is available for this station.
 DF5312
 DF5312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6849665800(NAD 83)
 DF5312
 DF5312_MARKER: DD = SURVEY DISK
 DF5312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5312_SP_SET: BRIDGE RAILING
 DF5312_STAMPING: 2776 H 1998
 DF5312_MARK LOGO: MNDT  
 DF5312_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5312+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5312
 DF5312  HISTORY     - Date     Condition        Report By
 DF5312  HISTORY     - 1995     MONUMENTED       MNDT
 DF5312  HISTORY     - 19980911 GOOD             MNDT
 DF5312  HISTORY     - 20051213 GOOD             MNDT
 DF5312  HISTORY     - 20070719 GOOD             MNDT
 DF5312
 DF5312                          STATION DESCRIPTION
 DF5312
 DF5312'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5312'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN EDEN
 DF5312'PRAIRIE, IN RAILING AT SE COR OF BRDG NO 27A16 OVER ANDERSON LAKES,
 DF5312'1.05 MI (1.69 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN
 DF5312'EDINA, AT TH 169 MP 1.65, 1.8 FT (0.5 M) NORTH OF SE COR OF RAILING.
 DF5312'THE MARK IS FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN
 DF5312'STAMPED IN 1998.
 DF5312
 DF5312                          STATION RECOVERY (2005)
 DF5312
 DF5312'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GO)
 DF5312'RECOVERED AS DESCRIBED.
 DF5312
 DF5312                          STATION RECOVERY (2007)
 DF5312
 DF5312'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5312'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5312'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5312'PRAIRIE.
 DF5312' 
 DF5312'TO REACH TO THE MARK IN EDEN PRAIRIE, IN RAILING AT SOUTHEAST CORNER
 DF5312'OF SOUTHBOUND TRUNK HIGHWAY 169 OVER ANDERSON LAKES, 1.05 MI (1.7 KM)
 DF5312'SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169
 DF5312'AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK HIGHWAY 169 MILE POINT
 DF5312'120.65, 1.8 FT (0.5 M) NORTH OF THE SOUTHEAST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5309 ***********************************************************************
 DF5309  DESIGNATION -  2776 J
 DF5309  PID         -  DF5309
 DF5309  STATE/COUNTY-  MN/HENNEPIN
 DF5309  COUNTRY     -  US
 DF5309  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5309
 DF5309                         *CURRENT SURVEY CONTROL
 DF5309  ______________________________________________________________________
 DF5309* NAD 83(1986) POSITION- 44 51 07.63   (N) 093 23 47.69   (W)   HD_HELD1  
 DF5309* NAVD 88 ORTHO HEIGHT -   260.414  (meters)     854.37  (feet) ADJUSTED  
 DF5309  ______________________________________________________________________
 DF5309  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5309  DYNAMIC HEIGHT  -        260.407 (meters)      854.35  (feet) COMP
 DF5309  MODELED GRAVITY -    980,582.1   (mgal)                       NAVD 88
 DF5309
 DF5309  VERT ORDER      -  SECOND    CLASS II
 DF5309
 DF5309.The horizontal coordinates were established by differentially corrected
 DF5309.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5309.
 DF5309.The orthometric height was determined by differential leveling and
 DF5309.adjusted in August 2004.
 DF5309
 DF5309.No vertical observational check was made to the station.
 DF5309
 DF5309.Photographs are available for this station.
 DF5309
 DF5309.The dynamic height is computed by dividing the NAVD 88
 DF5309.geopotential number by the normal gravity value computed on the
 DF5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5309.degrees latitude (g = 980.6199 gals.).
 DF5309
 DF5309.The modeled gravity was interpolated from observed gravity values.
 DF5309
 DF5309;                    North         East    Units  Estimated Accuracy
 DF5309;SPC MN S     -   305,969.6     847,696.7     MT  (+/- 3 meters HH1 GPS) 
 DF5309
 DF5309                          SUPERSEDED SURVEY CONTROL
 DF5309
 DF5309.No superseded survey control is available for this station.
 DF5309
 DF5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6866366599(NAD 83)
 DF5309
 DF5309_MARKER: DD = SURVEY DISK
 DF5309_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5309_SP_SET: BRIDGE RAILING
 DF5309_STAMPING: 2776 J 1998
 DF5309_MARK LOGO: MN-053
 DF5309_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5309+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5309
 DF5309  HISTORY     - Date     Condition        Report By
 DF5309  HISTORY     - 1995     MONUMENTED       MN-053
 DF5309  HISTORY     - 19980911 GOOD             MNDT
 DF5309  HISTORY     - 20050614 GOOD             MNDT
 DF5309  HISTORY     - 20070719 GOOD             MNDT
 DF5309
 DF5309                          STATION DESCRIPTION
 DF5309
 DF5309'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5309'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 DF5309'WNW OF BLOOMINGTON, IN RAILING AT SE COR OF TH 169 BRDG NO 27A17 OVER
 DF5309'ANDERSON LAKES, 0.60 MI (0.97 KM) SOUTH ALONG TH 169 FROM JCT OF TH
 DF5309'169 AND FAI 494 IN BLOOMINGTON, AT TH 169 MP 120.6, 23.6 FT (7.2 M) SE
 DF5309'OF NB TH 169, 2.0 FT (0.6 M) NE OF SE COR OF RAILING.  THE MARK IS
 DF5309'FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN STAMPED IN
 DF5309'1998.
 DF5309
 DF5309                          STATION RECOVERY (2005)
 DF5309
 DF5309'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DF5309'4.0 MILES WEST-NORTHWEST OF BLOOMINGTON, IN RAILING AT SOUTHEAST
 DF5309'CORNER OF TRUNK HIGHWAY 169 HENNEPIN COUNTY BRIDGE NO 27A17 OVER
 DF5309'ANDERSON LAKES, 0.60 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION
 DF5309'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN BLOOMINGTON, AT
 DF5309'TRUNK HIGHWAY 169 MILEPOINT 120.6, 23.6 FEET SOUTHEAST OF TRUNK
 DF5309'HIGHWAY 169 NORTHBOUND, 2.0 FEET NORTHEAST OF SOUTHEAST CORNER OF
 DF5309'RAILING
 DF5309
 DF5309                          STATION RECOVERY (2007)
 DF5309
 DF5309'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5309'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5309'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5309'PRAIRIE.
 DF5309' 
 DF5309'TO REACH TO THE MARK GO 4.0 MI (6.4 KM) WEST-NORTHWEST OF BLOOMINGTON,
 DF5309'IN RAILING AT SOUTHEAST CORNER OF TRUNK HIGHWAY 169 HENNEPIN COUNTY
 DF5309'BRIDGE NO 27A17 OVER ANDERSON LAKES, 0.60 MI (1.0 KM) SOUTH ALONG
 DF5309'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 DF5309'INTERSTATE HIGHWAY 494 IN BLOOMINGTON, AT TRUNK HIGHWAY 169 MILE POINT
 DF5309'120.6, 23.6 FT (7.2 M) SOUTHEAST OF TRUNK HIGHWAY 169 NORTHBOUND, 2.0
 DF5309'FT (0.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5308 ***********************************************************************
 DF5308  DESIGNATION -  2776 K
 DF5308  PID         -  DF5308
 DF5308  STATE/COUNTY-  MN/HENNEPIN
 DF5308  COUNTRY     -  US
 DF5308  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5308
 DF5308                         *CURRENT SURVEY CONTROL
 DF5308  ______________________________________________________________________
 DF5308* NAD 83(1986) POSITION- 44 51 08.41   (N) 093 23 48.93   (W)   HD_HELD1  
 DF5308* NAVD 88 ORTHO HEIGHT -   260.627  (meters)     855.07  (feet) ADJUSTED  
 DF5308  ______________________________________________________________________
 DF5308  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5308  DYNAMIC HEIGHT  -        260.620 (meters)      855.05  (feet) COMP
 DF5308  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 DF5308
 DF5308  VERT ORDER      -  SECOND    CLASS II
 DF5308
 DF5308.The horizontal coordinates were established by differentially corrected
 DF5308.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5308.
 DF5308.The orthometric height was determined by differential leveling and
 DF5308.adjusted in August 2004.
 DF5308
 DF5308.No vertical observational check was made to the station.
 DF5308
 DF5308.Photographs are available for this station.
 DF5308
 DF5308.The dynamic height is computed by dividing the NAVD 88
 DF5308.geopotential number by the normal gravity value computed on the
 DF5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5308.degrees latitude (g = 980.6199 gals.).
 DF5308
 DF5308.The modeled gravity was interpolated from observed gravity values.
 DF5308
 DF5308;                    North         East    Units  Estimated Accuracy
 DF5308;SPC MN S     -   305,993.5     847,669.3     MT  (+/- 3 meters HH1 GPS) 
 DF5308
 DF5308                          SUPERSEDED SURVEY CONTROL
 DF5308
 DF5308.No superseded survey control is available for this station.
 DF5308
 DF5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6863566623(NAD 83)
 DF5308
 DF5308_MARKER: DD = SURVEY DISK
 DF5308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5308_SP_SET: BRIDGE RAILING
 DF5308_STAMPING: 2776 K 1998
 DF5308_MARK LOGO: MN-053
 DF5308_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5308+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5308
 DF5308  HISTORY     - Date     Condition        Report By
 DF5308  HISTORY     - 1995     MONUMENTED       MN-053
 DF5308  HISTORY     - 19980911 GOOD             MNDT
 DF5308  HISTORY     - 20050614 GOOD             MNDT
 DF5308  HISTORY     - 20070719 GOOD             MNDT
 DF5308
 DF5308                          STATION DESCRIPTION
 DF5308
 DF5308'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5308'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN EDEN
 DF5308'PRAIRIE, IN RAILING AT SW COR OF TH 169 BRDG NO 27A18 OVER ANDERSON
 DF5308'LAKES, 2.75 MI (4.43 KM) NORTH ALONG TH 169 FROM JCT OF HENNEPIN AND
 DF5308'SCOTT CO LINE IN BLOOMINGTON, AT TH 169 MP 120.65, 23.4 FT (7.1 M) NW
 DF5308'OF SB TH 169, 4.9 FT (1.5 M) NORTH OF SW COR OF RAILING.  THE MARK IS
 DF5308'FLUSH.  THE DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN STAMPED IN
 DF5308'1998.
 DF5308
 DF5308                          STATION RECOVERY (2005)
 DF5308
 DF5308'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DF5308'IN EDEN PRAIRIE, IN RAILING AT SOUTHWEST CORNER OF TRUNK HIGHWAY 169
 DF5308'HENNEPIN COUNTY BRIDGE NUMBER 27A18 OVER ANDERSON LAKES, 2.75 MILES
 DF5308'NORTH ALONG TRUNK HIGHWAY 169 FROM JUNCTION OF HENNEPIN AND SCOTT
 DF5308'COUNTY LINE IN BLOOMINGTON, AT TRUNK HIGHWAY 169 MILEPOINT 120.65,
 DF5308'23.4 FEET NORTHWEST OF SOUTH-BOUND TRUNK HIGHWAY 169, 4.9 FEET NORTH
 DF5308'OF SOUTHWEST CORNER OF RAILING
 DF5308
 DF5308                          STATION RECOVERY (2007)
 DF5308
 DF5308'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5308'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5308'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5308'PRAIRIE.
 DF5308' 
 DF5308'TO REACH TO THE MARK IN EDEN PRAIRIE, IN RAILING AT SOUTHWEST CORNER
 DF5308'OF TRUNK HIGHWAY 169 HENNEPIN COUNTY BRIDGE NUMBER 27A18 OVER ANDERSON
 DF5308'LAKES, 2.75 MI (4.4 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM THE
 DF5308'JUNCTION OF HENNEPIN AND SCOTT COUNTY LINE IN BLOOMINGTON, AT TRUNK
 DF5308'HIGHWAY 169 MILE POINT 120.65, 23.4 FT (7.1 M) NORTHWEST OF
 DF5308'SOUTH-BOUND TRUNK HIGHWAY 169, 4.9 FT (1.5 M) NORTH OF THE SOUTHWEST
 DF5308'CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5306 ***********************************************************************
 DF5306  DESIGNATION -  2776 L
 DF5306  PID         -  DF5306
 DF5306  STATE/COUNTY-  MN/HENNEPIN
 DF5306  COUNTRY     -  US
 DF5306  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5306
 DF5306                         *CURRENT SURVEY CONTROL
 DF5306  ______________________________________________________________________
 DF5306* NAD 83(1986) POSITION- 44 51 10.89   (N) 093 23 43.83   (W)   HD_HELD1  
 DF5306* NAVD 88 ORTHO HEIGHT -   261.072  (meters)     856.53  (feet) ADJUSTED  
 DF5306  ______________________________________________________________________
 DF5306  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5306  DYNAMIC HEIGHT  -        261.064 (meters)      856.51  (feet) COMP
 DF5306  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 DF5306
 DF5306  VERT ORDER      -  SECOND    CLASS I
 DF5306
 DF5306.The horizontal coordinates were established by differentially corrected
 DF5306.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5306.
 DF5306.The orthometric height was determined by differential leveling and
 DF5306.adjusted in August 2004.
 DF5306
 DF5306.No vertical observational check was made to the station.
 DF5306
 DF5306.Photographs are available for this station.
 DF5306
 DF5306.The dynamic height is computed by dividing the NAVD 88
 DF5306.geopotential number by the normal gravity value computed on the
 DF5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5306.degrees latitude (g = 980.6199 gals.).
 DF5306
 DF5306.The modeled gravity was interpolated from observed gravity values.
 DF5306
 DF5306;                    North         East    Units  Estimated Accuracy
 DF5306;SPC MN S     -   306,070.9     847,780.7     MT  (+/- 3 meters HH1 GPS) 
 DF5306
 DF5306                          SUPERSEDED SURVEY CONTROL
 DF5306
 DF5306.No superseded survey control is available for this station.
 DF5306
 DF5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6874866699(NAD 83)
 DF5306
 DF5306_MARKER: DD = SURVEY DISK
 DF5306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5306_SP_SET: BRIDGE RAILING
 DF5306_STAMPING: 2776 L 1998
 DF5306_MARK LOGO: MNDT  
 DF5306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5306+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5306
 DF5306  HISTORY     - Date     Condition        Report By
 DF5306  HISTORY     - 1995     MONUMENTED       MNDT
 DF5306  HISTORY     - 19980911 GOOD             MNDT
 DF5306  HISTORY     - 20050614 GOOD             MNDT
 DF5306  HISTORY     - 20070313 GOOD             MNDT
 DF5306  HISTORY     - 20070719 GOOD             MNDT
 DF5306
 DF5306                          STATION DESCRIPTION
 DF5306
 DF5306'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5306'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BLOOMINGTON,
 DF5306'IN RAILING AT NE COR OF TH 169 BRDG NO 27A17 OVER ANDERSON LAKES, 0.6
 DF5306'MI (1.0 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN
 DF5306'EDINA, AT TH 169 MP 120.65, 23.8 FT (7.3 M) SE OF NB TH 169 NB, 2.1 FT
 DF5306'(0.6 M) SOUTH OF NE COR OF RAILING.  THE MARK IS FLUSH.  THE DISK WAS
 DF5306'SET IN BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
 DF5306
 DF5306                          STATION RECOVERY (2005)
 DF5306
 DF5306'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DF5306'RECOVERED AS DESCRIBED.
 DF5306
 DF5306                          STATION RECOVERY (2007)
 DF5306
 DF5306'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DF5306'RECOVERED AS DESCRIBED.
 DF5306
 DF5306                          STATION RECOVERY (2007)
 DF5306
 DF5306'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5306'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5306'4.8 MI (7.7 KM) WEST OF BLOOMINGTON AND 3.7 MI (6.0 KM) EAST OF EDEN
 DF5306'PRAIRIE.
 DF5306' 
 DF5306'TO REACH TO THE MARK BLOOMINGTON, IN RAILING AT NORTHEAST CORNER OF
 DF5306'TRUNK HIGHWAY 169 HENNEPIN COUNTY BRIDGE NUMBER 27A17 OVER ANDERSON
 DF5306'LAKES, 0.6 MI (1.0 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5306'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5306'HIGHWAY 169 MILE POINT 120.65, 23.8 FT (7.3 M) SOUTHEAST OF TRUNK
 DF5306'HIGHWAY 169 NORTHBOUND, 2.1 FT (0.6 M) SOUTH OF THE NORTHEAST CORNER
 DF5306'OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5307 ***********************************************************************
 DF5307  DESIGNATION -  2776 M
 DF5307  PID         -  DF5307
 DF5307  STATE/COUNTY-  MN/HENNEPIN
 DF5307  COUNTRY     -  US
 DF5307  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5307
 DF5307                         *CURRENT SURVEY CONTROL
 DF5307  ______________________________________________________________________
 DF5307* NAD 83(1986) POSITION- 44 51 11.6    (N) 093 23 45.1    (W)   HD_HELD2  
 DF5307* NAVD 88 ORTHO HEIGHT -   261.193  (meters)     856.93  (feet) ADJUSTED  
 DF5307  ______________________________________________________________________
 DF5307  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5307  DYNAMIC HEIGHT  -        261.186 (meters)      856.91  (feet) COMP
 DF5307  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 DF5307
 DF5307  VERT ORDER      -  SECOND    CLASS I
 DF5307
 DF5307.The horizontal coordinates were established by autonomous hand held GPS
 DF5307.observations and have an estimated accuracy of +/- 10 meters.
 DF5307.
 DF5307.The orthometric height was determined by differential leveling and
 DF5307.adjusted in August 2004.
 DF5307
 DF5307.No vertical observational check was made to the station.
 DF5307
 DF5307.Photographs are available for this station.
 DF5307
 DF5307.The dynamic height is computed by dividing the NAVD 88
 DF5307.geopotential number by the normal gravity value computed on the
 DF5307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5307.degrees latitude (g = 980.6199 gals.).
 DF5307
 DF5307.The modeled gravity was interpolated from observed gravity values.
 DF5307
 DF5307;                    North         East    Units  Estimated Accuracy
 DF5307;SPC MN S     -   306,093.      847,753.      MT  (+/- 10 meters HH2 GPS)
 DF5307
 DF5307                          SUPERSEDED SURVEY CONTROL
 DF5307
 DF5307.No superseded survey control is available for this station.
 DF5307
 DF5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6872066721(NAD 83)
 DF5307
 DF5307_MARKER: DD = SURVEY DISK
 DF5307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5307_SP_SET: BRIDGE RAILING
 DF5307_STAMPING: 2776 M 1998
 DF5307_MARK LOGO: MNDT  
 DF5307_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5307+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5307
 DF5307  HISTORY     - Date     Condition        Report By
 DF5307  HISTORY     - 1995     MONUMENTED       MNDT
 DF5307  HISTORY     - 19980911 GOOD             MNDT
 DF5307  HISTORY     - 20050614 GOOD             MNDT
 DF5307  HISTORY     - 20070313 GOOD             MNDT
 DF5307  HISTORY     - 20070719 GOOD             MNDT
 DF5307
 DF5307                          STATION DESCRIPTION
 DF5307
 DF5307'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5307'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 DF5307'EAST OF ROWLAND, IN RAILING AT NW COR OF BRDG NO 27A18 OVER ANDERSON
 DF5307'LAKES, 0.6 MI (1.0 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI
 DF5307'494 IN EDINA, AT TH 169 MP 120.65, 23.4 FT (7.1 M) NW OF SB TH 169,
 DF5307'1.9 FT (0.6 M) SOUTH OF NW COR OF RAILING.  THE MARK IS FLUSH.  THE
 DF5307'DISK WAS SET IN BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
 DF5307
 DF5307                          STATION RECOVERY (2005)
 DF5307
 DF5307'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DF5307'RECOVERED AS DESCRIBED.
 DF5307
 DF5307                          STATION RECOVERY (2007)
 DF5307
 DF5307'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DF5307'RECOVERED AS DESCRIBED.
 DF5307
 DF5307                          STATION RECOVERY (2007)
 DF5307
 DF5307'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5307'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5307'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.7 MI (6.0 KM) EAST OF EDEN
 DF5307'PRAIRIE.
 DF5307' 
 DF5307'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) EAST OF ROWLAND, IN RAILING AT
 DF5307'NORTHWEST CORNER OF HENNEPIN COUNTY BRIDGE NUMBER 27A18 OVER ANDERSON
 DF5307'LAKE, 0.6 MI (1.0 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION
 DF5307'OF TRUNK HIGHWAY 169 AND INTERSTATE HIGHWAY 494 IN EDINA, AT TRUNK
 DF5307'HIGHWAY 169 MILE POINT 120.65, 23.4 FT (7.1 M) NORTHWEST OF
 DF5307'SOUTH-BOUND TRUNK HIGHWAY 169, 1.9 FT (0.6 M) SOUTH OF THE NORTHWEST
 DF5307'CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5311 ***********************************************************************
 DF5311  DESIGNATION -  2776 N
 DF5311  PID         -  DF5311
 DF5311  STATE/COUNTY-  MN/HENNEPIN
 DF5311  COUNTRY     -  US
 DF5311  USGS QUAD   -  EDEN PRAIRIE (1993)
 DF5311
 DF5311                         *CURRENT SURVEY CONTROL
 DF5311  ______________________________________________________________________
 DF5311* NAD 83(1986) POSITION- 44 50 48.34   (N) 093 23 53.81   (W)   HD_HELD1  
 DF5311* NAVD 88 ORTHO HEIGHT -   263.203  (meters)     863.53  (feet) ADJUSTED  
 DF5311  ______________________________________________________________________
 DF5311  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DF5311  DYNAMIC HEIGHT  -        263.196 (meters)      863.50  (feet) COMP
 DF5311  MODELED GRAVITY -    980,582.8   (mgal)                       NAVD 88
 DF5311
 DF5311  VERT ORDER      -  SECOND    CLASS II
 DF5311
 DF5311.The horizontal coordinates were established by differentially corrected
 DF5311.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF5311.
 DF5311.The orthometric height was determined by differential leveling and
 DF5311.adjusted in August 2004.
 DF5311
 DF5311.No vertical observational check was made to the station.
 DF5311
 DF5311.Photographs are available for this station.
 DF5311
 DF5311.The dynamic height is computed by dividing the NAVD 88
 DF5311.geopotential number by the normal gravity value computed on the
 DF5311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5311.degrees latitude (g = 980.6199 gals.).
 DF5311
 DF5311.The modeled gravity was interpolated from observed gravity values.
 DF5311
 DF5311;                    North         East    Units  Estimated Accuracy
 DF5311;SPC MN S     -   305,373.2     847,566.7     MT  (+/- 3 meters HH1 GPS) 
 DF5311
 DF5311                          SUPERSEDED SURVEY CONTROL
 DF5311
 DF5311.No superseded survey control is available for this station.
 DF5311
 DF5311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6852566004(NAD 83)
 DF5311
 DF5311_MARKER: DD = SURVEY DISK
 DF5311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5311_SP_SET: BRIDGE RAILING
 DF5311_STAMPING: 2776 N 1998
 DF5311_MARK LOGO: MNDT  
 DF5311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5311+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DF5311
 DF5311  HISTORY     - Date     Condition        Report By
 DF5311  HISTORY     - 1995     MONUMENTED       MNDT
 DF5311  HISTORY     - 19980911 GOOD             MNDT
 DF5311  HISTORY     - 20070719 GOOD             MNDT
 DF5311
 DF5311                          STATION DESCRIPTION
 DF5311
 DF5311'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DF5311'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN BLOOMINGTON,
 DF5311'IN RAILING AT NE COR OF BRDG NO 27A15 OVER ANDERSON LAKES, 0.9 MI (1.4
 DF5311'KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND FAI 494 IN BLOOMINGTON,
 DF5311'AT TH 169 MP 120.95, 23.5 FT (7.2 M) EAST OF NB TH 169, 1.7 FT (0.5 M)
 DF5311'SOUTH OF NE COR OF RAILING.  THE MARK IS FLUSH.  THE DISK WAS SET IN
 DF5311'BRDG WHEN BUILT IN 1995 THEN STAMPED IN 1998.
 DF5311
 DF5311                          STATION RECOVERY (2007)
 DF5311
 DF5311'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 DF5311'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DF5311'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.6 MI (5.8 KM) EAST OF EDEN
 DF5311'PRAIRIE.
 DF5311' 
 DF5311'TO REACH TO THE MARK IN BLOOMINGTON, IN RAILING AT NORTHEAST CORNER OF
 DF5311'HENNEPIN COUNTY BRIDGE NUMBER 27A15 OVER ANDERSON LAKES, 0.90 MI (1.4
 DF5311'KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY
 DF5311'169 AND INTERSTATE HIGHWAY 494 IN BLOOMINGTON, AT TRUNK HIGHWAY 169
 DF5311'MILE POINT 120.95, 23.5 FT (7.2 M) EAST OF NORTHBOUND, 1.7 FT (0.5 M)
 DF5311'SOUTH OF THE NORTHEAST CORNER OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6942 ***********************************************************************
 DK6942  DESIGNATION -  2776 P
 DK6942  PID         -  DK6942
 DK6942  STATE/COUNTY-  MN/HENNEPIN
 DK6942  COUNTRY     -  US
 DK6942  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK6942
 DK6942                         *CURRENT SURVEY CONTROL
 DK6942  ______________________________________________________________________
 DK6942* NAD 83(1986) POSITION- 44 50 13.71   (N) 093 23 56.00   (W)   HD_HELD1  
 DK6942* NAVD 88 ORTHO HEIGHT -   270.295  (meters)     886.79  (feet) ADJUSTED  
 DK6942  ______________________________________________________________________
 DK6942  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6942  DYNAMIC HEIGHT  -        270.288 (meters)      886.77  (feet) COMP
 DK6942  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DK6942
 DK6942  VERT ORDER      -  SECOND    CLASS I
 DK6942
 DK6942.The horizontal coordinates were established by differentially corrected
 DK6942.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6942.
 DK6942.The orthometric height was determined by differential leveling and
 DK6942.adjusted in February 2010.
 DK6942
 DK6942.Photographs are available for this station.
 DK6942
 DK6942.The dynamic height is computed by dividing the NAVD 88
 DK6942.geopotential number by the normal gravity value computed on the
 DK6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6942.degrees latitude (g = 980.6199 gals.).
 DK6942
 DK6942.The modeled gravity was interpolated from observed gravity values.
 DK6942
 DK6942;                    North         East    Units  Estimated Accuracy
 DK6942;SPC MN S     -   304,304.0     847,526.5     MT  (+/- 3 meters HH1 GPS) 
 DK6942
 DK6942                          SUPERSEDED SURVEY CONTROL
 DK6942
 DK6942.No superseded survey control is available for this station.
 DK6942
 DK6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6847264936(NAD 83)
 DK6942
 DK6942_MARKER: DD = SURVEY DISK
 DK6942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6942_SP_SET: BRIDGE RAILING
 DK6942_STAMPING: 2776 P 2005
 DK6942_MARK LOGO: MNDT  
 DK6942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6942+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6942
 DK6942  HISTORY     - Date     Condition        Report By
 DK6942  HISTORY     - 2005     MONUMENTED       MNDT
 DK6942
 DK6942                          STATION DESCRIPTION
 DK6942
 DK6942'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6942'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) SOUTH-SOUTHEAST OF HOPKINS,
 DK6942'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.8 MI (6.0 KM) EAST-SOUTHEAST
 DK6942'OF EDEN PRAIRIE, IN BLOOMINGTON.
 DK6942' 
 DK6942'MARK SET IN RAIL IN NORTHWEST CORNER OF BRIDGE, 1.7 MI (2.7 KM) SOUTH
 DK6942'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF INTERSTATE 494 IN
 DK6942'BLOOMINGTON, AT TRUNK HIGHWAY 169 MILE POINT 120.05, 25 FT (7.6 M)
 DK6942'NORTH OF WESTBOUND ANDERSON LAKES PARKWAY, 17.6 FT (5.4 M) EAST OF THE
 DK6942'SOUTHEAST CORNER STONE COLUMN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6944 ***********************************************************************
 DK6944  DESIGNATION -  2776 R
 DK6944  PID         -  DK6944
 DK6944  STATE/COUNTY-  MN/HENNEPIN
 DK6944  COUNTRY     -  US
 DK6944  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK6944
 DK6944                         *CURRENT SURVEY CONTROL
 DK6944  ______________________________________________________________________
 DK6944* NAD 83(1986) POSITION- 44 49 06.99   (N) 093 23 52.34   (W)   HD_HELD1  
 DK6944* NAVD 88 ORTHO HEIGHT -   256.169  (meters)     840.45  (feet) ADJUSTED  
 DK6944  ______________________________________________________________________
 DK6944  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DK6944  DYNAMIC HEIGHT  -        256.162 (meters)      840.42  (feet) COMP
 DK6944  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DK6944
 DK6944  VERT ORDER      -  SECOND    CLASS I
 DK6944
 DK6944.The horizontal coordinates were established by differentially corrected
 DK6944.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6944.
 DK6944.The orthometric height was determined by differential leveling and
 DK6944.adjusted in February 2010.
 DK6944
 DK6944.Photographs are available for this station.
 DK6944
 DK6944.The dynamic height is computed by dividing the NAVD 88
 DK6944.geopotential number by the normal gravity value computed on the
 DK6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6944.degrees latitude (g = 980.6199 gals.).
 DK6944
 DK6944.The modeled gravity was interpolated from observed gravity values.
 DK6944
 DK6944;                    North         East    Units  Estimated Accuracy
 DK6944;SPC MN S     -   302,245.2     847,622.0     MT  (+/- 3 meters HH1 GPS) 
 DK6944
 DK6944                          SUPERSEDED SURVEY CONTROL
 DK6944
 DK6944.No superseded survey control is available for this station.
 DK6944
 DK6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6854262877(NAD 83)
 DK6944
 DK6944_MARKER: DD = SURVEY DISK
 DK6944_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6944_SP_SET: BRIDGE RAILING
 DK6944_STAMPING: 2776 R 2005
 DK6944_MARK LOGO: MNDT  
 DK6944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6944+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6944
 DK6944  HISTORY     - Date     Condition        Report By
 DK6944  HISTORY     - 2005     MONUMENTED       MNDT
 DK6944
 DK6944                          STATION DESCRIPTION
 DK6944
 DK6944'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6944'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF SHAKOPEE,
 DK6944'5.1 MI (8.2 KM) WEST-SOUTHWEST OF BLOOMINGTON AND 4.4 MI (7.0 KM)
 DK6944'SOUTHEAST OF EDEN PRAIRIE, IN BLOOMINGTON.
 DK6944' 
 DK6944'MARK SET IN RAIL IN SOUTHEAST CORNER OF COUNTY ROAD 1 ( PIONEER TRAIL)
 DK6944'BRIDGE OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT 118.7,
 DK6944'25 FT (7.6 M) SOUTH OF PIONEER TRAIL (COUNTY ROAD 1), 21.7 FT (6.6 M)
 DK6944'WEST OF THE NORTHWEST CORNER STONE COLUMN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6943 ***********************************************************************
 DK6943  DESIGNATION -  2776 S
 DK6943  PID         -  DK6943
 DK6943  STATE/COUNTY-  MN/HENNEPIN
 DK6943  COUNTRY     -  US
 DK6943  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK6943
 DK6943                         *CURRENT SURVEY CONTROL
 DK6943  ______________________________________________________________________
 DK6943* NAD 83(1986) POSITION- 44 50 11.94   (N) 093 23 52.88   (W)   HD_HELD1  
 DK6943* NAVD 88 ORTHO HEIGHT -   269.572  (meters)     884.42  (feet) ADJUSTED  
 DK6943  ______________________________________________________________________
 DK6943  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6943  DYNAMIC HEIGHT  -        269.565 (meters)      884.40  (feet) COMP
 DK6943  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DK6943
 DK6943  VERT ORDER      -  SECOND    CLASS I
 DK6943
 DK6943.The horizontal coordinates were established by differentially corrected
 DK6943.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6943.
 DK6943.The orthometric height was determined by differential leveling and
 DK6943.adjusted in February 2010.
 DK6943
 DK6943.Photographs are available for this station.
 DK6943
 DK6943.The dynamic height is computed by dividing the NAVD 88
 DK6943.geopotential number by the normal gravity value computed on the
 DK6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6943.degrees latitude (g = 980.6199 gals.).
 DK6943
 DK6943.The modeled gravity was interpolated from observed gravity values.
 DK6943
 DK6943;                    North         East    Units  Estimated Accuracy
 DK6943;SPC MN S     -   304,249.8     847,595.4     MT  (+/- 3 meters HH1 GPS) 
 DK6943
 DK6943                          SUPERSEDED SURVEY CONTROL
 DK6943
 DK6943.No superseded survey control is available for this station.
 DK6943
 DK6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6854064881(NAD 83)
 DK6943
 DK6943_MARKER: DD = SURVEY DISK
 DK6943_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6943_SP_SET: BRIDGE RAILING
 DK6943_STAMPING: 2776 S 2005
 DK6943_MARK LOGO: MNDT  
 DK6943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6943+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6943
 DK6943  HISTORY     - Date     Condition        Report By
 DK6943  HISTORY     - 2005     MONUMENTED       MNDT
 DK6943
 DK6943                          STATION DESCRIPTION
 DK6943
 DK6943'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6943'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-NORTHEAST OF SHAKOPEE,
 DK6943'4.9 MI (7.9 KM) WEST OF BLOOMINGTON AND 3.8 MI (6.1 KM) EAST-SOUTHEAST
 DK6943'OF EDEN PRAIRIE, IN BLOOMINGTON.
 DK6943' 
 DK6943'MARK SET IN RAIL IN SOUTHEAST CORNER OF BLOOMINGTON FERRY ROAD BRIDGE,
 DK6943'1.7 MI (2.7 KM) SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF
 DK6943'INTERSTATE 494 IN BLOOMINGTON, OVER TRUNK HIGHWAY 169 MILE POINT
 DK6943'120.05, 25 FT (7.6 M) SOUTH OF EASTBOUND BLOOMINGTON FERRY ROAD, 19.1
 DK6943'FT (5.8 M) WEST OF THE NORTHWEST CORNER STONE COLUMN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0575 ***********************************************************************
 QO0575  DESIGNATION -  2780 A
 QO0575  PID         -  QO0575
 QO0575  STATE/COUNTY-  MN/HENNEPIN
 QO0575  COUNTRY     -  US
 QO0575  USGS QUAD   -  OSSEO (1993)
 QO0575
 QO0575                         *CURRENT SURVEY CONTROL
 QO0575  ______________________________________________________________________
 QO0575* NAD 83(1986) POSITION- 45 05 28.43   (N) 093 26 45.67   (W)   HD_HELD1  
 QO0575* NAVD 88 ORTHO HEIGHT -   285.980  (meters)     938.25  (feet) ADJUSTED  
 QO0575  ______________________________________________________________________
 QO0575  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0575  DYNAMIC HEIGHT  -        285.968 (meters)      938.21  (feet) COMP
 QO0575  MODELED GRAVITY -    980,567.4   (mgal)                       NAVD 88
 QO0575
 QO0575  VERT ORDER      -  SECOND    CLASS 0
 QO0575
 QO0575.The horizontal coordinates were established by differentially corrected
 QO0575.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0575.
 QO0575.The orthometric height was determined by differential leveling and
 QO0575.adjusted in June 1991.
 QO0575
 QO0575.WARNING-Repeat measurements at this control monument indicate possible
 QO0575.vertical movement.
 QO0575
 QO0575.Photographs are available for this station.
 QO0575
 QO0575.The dynamic height is computed by dividing the NAVD 88
 QO0575.geopotential number by the normal gravity value computed on the
 QO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0575.degrees latitude (g = 980.6199 gals.).
 QO0575
 QO0575.The modeled gravity was interpolated from observed gravity values.
 QO0575
 QO0575;                    North         East    Units  Estimated Accuracy
 QO0575;SPC MN S     -   332,512.9     843,608.8     MT  (+/- 3 meters HH1 GPS) 
 QO0575
 QO0575                          SUPERSEDED SURVEY CONTROL
 QO0575
 QO0575  NGVD 29 (??/??/92)  285.911  (m)          938.03   (f) ADJ UNCH    2 0
 QO0575
 QO0575.Superseded values are not recommended for survey control.
 QO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0575.See file dsdata.txt to determine how the superseded data were derived.
 QO0575
 QO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6490293181(NAD 83)
 QO0575
 QO0575_MARKER: DB = BENCH MARK DISK
 QO0575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0575_SP_SET: BRIDGE ABUTMENT
 QO0575_STAMPING: 2780 A 1970
 QO0575_MARK LOGO: MNHD  
 QO0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0575+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO0575
 QO0575  HISTORY     - Date     Condition        Report By
 QO0575  HISTORY     - 1970     MONUMENTED       MNHD
 QO0575  HISTORY     - 1977     GOOD             MNDT
 QO0575  HISTORY     - 1989     GOOD             MNDT
 QO0575  HISTORY     - 20020928 GOOD             USPSQD
 QO0575  HISTORY     - 20041118 GOOD             USPSQD
 QO0575  HISTORY     - 20071003 GOOD             MNDT
 QO0575  HISTORY     - 20080522 GOOD             MNDT
 QO0575
 QO0575                          STATION DESCRIPTION
 QO0575
 QO0575'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0575'IN MAPLE GROVE.
 QO0575'MARK IS LOCATED AT THE INTERSTATE INTERCHANGE OF FAI 494 AND FAI 94,
 QO0575'IN THE SOUTHEAST CORNER OF BRIDGE NO. 27907, FAI 494 NORTH BOUND UNDER
 QO0575'FAI 94 WEST BOUND CONNECTION TO FAI 494 SOUTH BOUND.  NE 1/4 SECTION
 QO0575'27, T 119 N, R 22 W.
 QO0575
 QO0575                          STATION RECOVERY (1977)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0575'THE MARK WAS FOUND AS DESCRIBED, IN MAPLE GROVE AT THE JUNCTION OF FAI
 QO0575'94 AND FAI 494. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST
 QO0575'CORNER (ABUTMENT) OF FAI 494 NORTHBOUND BRIDGE 27907 UNDER THE FAI 94
 QO0575'WESTBOUND CONNECTION TO SOUTHBOUND FAI 494. IT IS AT FAI 94 MILEPOINT
 QO0575'216.65 AND FAI 494 MILEPOINT 0.
 QO0575
 QO0575                          STATION RECOVERY (1989)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0575'RECOVERED IN GOOD CONDITION.
 QO0575
 QO0575                          STATION RECOVERY (2002)
 QO0575
 QO0575'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0575'RECOVERED IN GOOD CONDITION.
 QO0575
 QO0575                          STATION RECOVERY (2004)
 QO0575
 QO0575'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0575'RECOVERED IN GOOD CONDITION.
 QO0575
 QO0575                          STATION RECOVERY (2007)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0575'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO0575'5.2 MI (8.4 KM) NORTHEAST OF HAMEL AND 2.9 MI (4.7 KM) SOUTHWEST OF
 QO0575'OSSEO.
 QO0575' 
 QO0575'TO REACH TO THE MARK AT MAPLE GROVE, AT INTERSTATE HIGHWAY 94 MILE
 QO0575'POINT 216, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 494
 QO0575'BRIDGE 27907 UNDER WESTBOUND INTERSTATE HIGHWAY 94 CONNECTION TO
 QO0575'SOUTHBOUND INTERSTATE HIGHWAY 494 AND OVER EASTBOUND INTERSTATE
 QO0575'HIGHWAY 94.
 QO0575
 QO0575                          STATION RECOVERY (2008)
 QO0575
 QO0575'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO0575'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0576 ***********************************************************************
 QO0576  DESIGNATION -  2780 A 1
 QO0576  PID         -  QO0576
 QO0576  STATE/COUNTY-  MN/HENNEPIN
 QO0576  COUNTRY     -  US
 QO0576  USGS QUAD   -  OSSEO (1993)
 QO0576
 QO0576                         *CURRENT SURVEY CONTROL
 QO0576  ______________________________________________________________________
 QO0576* NAD 83(1986) POSITION- 45 05 28.86   (N) 093 26 47.50   (W)   HD_HELD1  
 QO0576* NAVD 88 ORTHO HEIGHT -   292.048  (meters)     958.16  (feet) ADJUSTED  
 QO0576  ______________________________________________________________________
 QO0576  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0576  DYNAMIC HEIGHT  -        292.036 (meters)      958.12  (feet) COMP
 QO0576  MODELED GRAVITY -    980,567.4   (mgal)                       NAVD 88
 QO0576
 QO0576  VERT ORDER      -  SECOND    CLASS 0
 QO0576
 QO0576.The horizontal coordinates were established by differentially corrected
 QO0576.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0576.
 QO0576.The orthometric height was determined by differential leveling and
 QO0576.adjusted in June 1991.
 QO0576
 QO0576.Photographs are available for this station.
 QO0576
 QO0576.The dynamic height is computed by dividing the NAVD 88
 QO0576.geopotential number by the normal gravity value computed on the
 QO0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0576.degrees latitude (g = 980.6199 gals.).
 QO0576
 QO0576.The modeled gravity was interpolated from observed gravity values.
 QO0576
 QO0576;                    North         East    Units  Estimated Accuracy
 QO0576;SPC MN S     -   332,525.9     843,568.7     MT  (+/- 3 meters HH1 GPS) 
 QO0576
 QO0576                          SUPERSEDED SURVEY CONTROL
 QO0576
 QO0576  NGVD 29 (??/??/92)  291.980  (m)          957.94   (f) ADJ UNCH    2 0
 QO0576
 QO0576.Superseded values are not recommended for survey control.
 QO0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0576.See file dsdata.txt to determine how the superseded data were derived.
 QO0576
 QO0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6486293195(NAD 83)
 QO0576
 QO0576_MARKER: DB = BENCH MARK DISK
 QO0576_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0576_SP_SET: BRIDGE ABUTMENT
 QO0576_STAMPING: 2780 A 1 1970
 QO0576_MARK LOGO: MNHD  
 QO0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0576+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO0576
 QO0576  HISTORY     - Date     Condition        Report By
 QO0576  HISTORY     - 1970     MONUMENTED       MNHD
 QO0576  HISTORY     - 1977     GOOD             MNDT
 QO0576  HISTORY     - 1989     GOOD             MNDT
 QO0576  HISTORY     - 20041118 GOOD             USPSQD
 QO0576  HISTORY     - 20071003 GOOD             MNDT
 QO0576  HISTORY     - 20080522 GOOD             MNDT
 QO0576
 QO0576                          STATION DESCRIPTION
 QO0576
 QO0576'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0576'IN MAPLE GROVE.
 QO0576'MARK IS LOCATED AT THE INTERSTATE INTERCHANGE OF FAI 494 AND FAI 94,
 QO0576'IN THE SOUTHWEST CORNER OF BRIDGE NO. 27906, WESTBOUND FAI 94 OVER
 QO0576'NORTH BOUND FAI 494 CONNECTION TO EAST BOUND FAI 94.  NE 1/4 SECTION
 QO0576'27, T 119 N, R 22 W.
 QO0576
 QO0576                          STATION RECOVERY (1977)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0576'THE MARK WAS FOUND AS DESCRIBED, IN MAPLE GROVE AT THE JUNCTION OF FAI
 QO0576'94 AND FAI 494. IT IS A BENCH MARK DISK CEMENTED IN THE SOUTHEAST END
 QO0576'OF THE SOUTHWEST ABUTMENT OF THE FAI 94 WESTBOUND BRIDGE 27906
 QO0576'CONNECTING TO SOUTHBOUND FAI 494 OVER EASTBOUND FAI 94 AND THE
 QO0576'NORTHBOUND FAI 494 CONNECTION TO WESTBOUND FAI 94. IT IS AT FAI 94
 QO0576'MILEPOINT 216.65 AND FAI 494 MILEPOINT 0.
 QO0576
 QO0576                          STATION RECOVERY (1989)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0576'RECOVERED IN GOOD CONDITION.
 QO0576
 QO0576                          STATION RECOVERY (2004)
 QO0576
 QO0576'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0576'RECOVERED IN GOOD CONDITION.
 QO0576
 QO0576                          STATION RECOVERY (2007)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0576'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO0576'5.2 MI (8.4 KM) NORTHEAST OF HAMEL AND 2.9 MI (4.7 KM) SOUTHWEST OF
 QO0576'OSSEO.
 QO0576' 
 QO0576'TO REACH TO THE MARK AT MAPLE GROVE, IN SOUTHEAST ABUTMENT OF
 QO0576'WESTBOUND INTERSTATE HIGHWAY 94 BRIDGE 27906 OVER EASTBOUND INTERSTATE
 QO0576'HIGHWAY 94 AND NORTHBOUND INTERSTATE HIGHWAY 494 CONNECTION TO
 QO0576'WESTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 THE POINT IS
 QO0576'LOCATED AT 216.65FT.
 QO0576
 QO0576                          STATION RECOVERY (2008)
 QO0576
 QO0576'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO0576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1345 ***********************************************************************
 QO1345  DESIGNATION -  2780 B
 QO1345  PID         -  QO1345
 QO1345  STATE/COUNTY-  MN/HENNEPIN
 QO1345  COUNTRY     -  US
 QO1345  USGS QUAD   -  OSSEO (1993)
 QO1345
 QO1345                         *CURRENT SURVEY CONTROL
 QO1345  ______________________________________________________________________
 QO1345* NAD 83(2007) POSITION- 45 05 56.29587(N) 093 27 09.12856(W)   ADJUSTED  
 QO1345* NAD 83(2007) ELLIP HT-   258.108 (meters)        (10/05/09)   ADJUSTED
 QO1345* NAD 83(2007) EPOCH   -  2002.00
 QO1345* NAVD 88 ORTHO HEIGHT -   285.619  (meters)     937.07  (feet) ADJUSTED  
 QO1345  ______________________________________________________________________
 QO1345  NAD 83(2007) X  -   -271,599.001 (meters)                     COMP
 QO1345  NAD 83(2007) Y  - -4,501,803.445 (meters)                     COMP
 QO1345  NAD 83(2007) Z  -  4,495,301.929 (meters)                     COMP
 QO1345  LAPLACE CORR    -          5.02  (seconds)                    DEFLEC09
 QO1345  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 QO1345  DYNAMIC HEIGHT  -        285.605 (meters)      937.02  (feet) COMP
 QO1345  MODELED GRAVITY -    980,559.5   (mgal)                       NAVD 88
 QO1345
 QO1345  HORZ ORDER      -  FIRST
 QO1345  VERT ORDER      -  SECOND    CLASS I
 QO1345  ELLP ORDER      -  THIRD     CLASS II
 QO1345
 QO1345.The horizontal coordinates were established by GPS observations
 QO1345.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QO1345
 QO1345.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1345.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1345
 QO1345.The horizontal coordinates are valid at the epoch date displayed above
 QO1345.which is a decimal equivalence of Year/Month/Day.
 QO1345
 QO1345.The orthometric height was determined by differential leveling and
 QO1345.adjusted in June 1991.
 QO1345
 QO1345.Photographs are available for this station.
 QO1345
 QO1345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1345
 QO1345.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1345
 QO1345.The ellipsoidal height was determined by GPS observations
 QO1345.and is referenced to NAD 83.
 QO1345
 QO1345.The dynamic height is computed by dividing the NAVD 88
 QO1345.geopotential number by the normal gravity value computed on the
 QO1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1345.degrees latitude (g = 980.6199 gals.).
 QO1345
 QO1345.The modeled gravity was interpolated from observed gravity values.
 QO1345
 QO1345. The following values were computed from the NAD 83(2007) position.
 QO1345
 QO1345;                    North         East     Units Scale Factor Converg.
 QO1345;SPC MN S     -   333,369.645   843,090.110   MT  0.99997641   +0 23 01.4
 QO1345;SPC MN S     - 1,093,730.24  2,766,038.14   sFT  0.99997641   +0 23 01.4
 QO1345;UTM  15      - 4,994,044.526   464,394.721   MT  0.99961559   -0 19 14.0
 QO1345
 QO1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1345!SPC MN S     -   0.99995953  x   0.99997641  =   0.99993595
 QO1345!UTM  15      -   0.99995953  x   0.99961559  =   0.99957514
 QO1345
 QO1345                          SUPERSEDED SURVEY CONTROL
 QO1345
 QO1345  NAVD 88 (10/05/09)  285.58   (m)          936.9    (f) LEVELING    3  
 QO1345  NGVD 29 (??/??/92)  285.546  (m)          936.83   (f) ADJ UNCH    2 1
 QO1345
 QO1345.Superseded values are not recommended for survey control.
 QO1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1345.See file dsdata.txt to determine how the superseded data were derived.
 QO1345
 QO1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439494044(NAD 83)
 QO1345
 QO1345_MARKER: DB = BENCH MARK DISK
 QO1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1345_SP_SET: CONCRETE POST
 QO1345_STAMPING: 2780 B 1974
 QO1345_MARK LOGO: MNHD  
 QO1345_PROJECTION: PROJECTING 10 CENTIMETERS
 QO1345_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1345+STABILITY: SURFACE MOTION
 QO1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1345+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO1345
 QO1345  HISTORY     - Date     Condition        Report By
 QO1345  HISTORY     - 19740401 MONUMENTED       MNHD
 QO1345  HISTORY     - 1977     GOOD             MNDT
 QO1345  HISTORY     - 20041118 GOOD             USPSQD
 QO1345  HISTORY     - 20060629 GOOD             MNDT
 QO1345  HISTORY     - 20071003 GOOD             MNDT
 QO1345  HISTORY     - 20080520 GOOD             MNDT
 QO1345  HISTORY     - 20080520 GOOD             MNDT
 QO1345
 QO1345                          STATION DESCRIPTION
 QO1345
 QO1345'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1345'IN MAPLE GROVE.
 QO1345'THE MARK IS LOCATED 0.6 MILE NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1345'OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 0.5 MILE SOUTHEAST OF COUNTY
 QO1345'ROAD 9. IT IS 86.6 FT. NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE
 QO1345'PAVEMENT OF WESTBOUND FAI 94 AT MILEPOINT 216.05, STENCIL 2110, AND
 QO1345'3.1 FT. SOUTHWEST OF THE RIGHT-OF-WAY FENCE. IT IS 1.1 FT. SOUTHEAST
 QO1345'OF A STEEL WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2004)
 QO1345
 QO1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO1345'RECOVERED IN GOOD CONDITION.
 QO1345
 QO1345                          STATION RECOVERY (2006)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO1345'AT MAPLE GROVE, 0.6 MILES NORTHWEST OF JUNCTION OF INTERSTATE HIGHWAY
 QO1345'94 AND INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILEPOINT
 QO1345'216.05, BY CHAMPS RESTAURANT, 0.5 MILES SOUTHEAST OF COUNTY ROAD 9,
 QO1345'86.6 FEET NORTHEAST OF NORTHEAST EDGE OF PAVEMENT ON WEST-BOUND
 QO1345'INTERSTATE HIGHWAY 94, 3.1 FEET SOUTHWEST OF FENCE, 1.1 FEET SOUTHEAST
 QO1345'OF WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2007)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1345'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO1345'5.3 MI (8.5 KM) NORTHEAST OF HAMEL AND 2.8 MI (4.5 KM) WEST-SOUTHWEST
 QO1345'OF OSSEO.
 QO1345' 
 QO1345'TO REACH TO THE MARK AT MAPLE GROVE, 0.6 MI (1.0 KM) NORTHWEST OF THE
 QO1345'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT
 QO1345'INTERSTATE HIGHWAY 94 MILE POINT 216.05, BY CHAMPS RESTAURANT, 0.5 MI
 QO1345'(0.8 KM) SOUTHEAST OF COUNTY ROAD 9, 86.6 FT (26.4 M) NORTHEAST OF
 QO1345'NORTHEAST EDGE OF PAVEMENT ON WEST-BOUND INTERSTATE HIGHWAY 94, 3.1 FT
 QO1345'(0.9 M) SOUTHWEST OF A FENCE, 1.1 FT (0.3 M) SOUTHEAST OF A WITNESS
 QO1345'POST.
 QO1345
 QO1345                          STATION RECOVERY (2008)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1345'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1345'THE MARK IS IN MAPLE GROVE, 0.6 MILE NORTHWEST ALONG INTERSTATE
 QO1345'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 QO1345'HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILEPOINT 216.05, BY CHAMPS
 QO1345'RESTAURANT, 0.5 MILE SOUTHEAST OF COUNTY ROAD 9, 86.6 FEET NORTHEAST
 QO1345'OF NORTHEAST EDGE OF PAVEMENT ON WESTBOUND INTERSTATE HIGHWAY 94, 3.1
 QO1345'FEET SOUTHWEST OF FENCE, 1.1 FEET SOUTHEAST OF WITNESS POST.
 QO1345
 QO1345                          STATION RECOVERY (2008)
 QO1345
 QO1345'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1341 ***********************************************************************
 QO1341  DESIGNATION -  2780 F
 QO1341  PID         -  QO1341
 QO1341  STATE/COUNTY-  MN/HENNEPIN
 QO1341  COUNTRY     -  US
 QO1341  USGS QUAD   -  OSSEO (1993)
 QO1341
 QO1341                         *CURRENT SURVEY CONTROL
 QO1341  ______________________________________________________________________
 QO1341* NAD 83(1986) POSITION- 45 06 56.5    (N) 093 28 39.8    (W)   SCALED    
 QO1341* NAVD 88 ORTHO HEIGHT -   276.424  (meters)     906.90  (feet) ADJUSTED  
 QO1341  ______________________________________________________________________
 QO1341  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 QO1341  DYNAMIC HEIGHT  -        276.406 (meters)      906.84  (feet) COMP
 QO1341  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 QO1341
 QO1341  VERT ORDER      -  SECOND    CLASS I
 QO1341
 QO1341.The horizontal coordinates were scaled from a topographic map and have
 QO1341.an estimated accuracy of +/- 6 seconds.
 QO1341.
 QO1341.The orthometric height was determined by differential leveling and
 QO1341.adjusted in June 1991.
 QO1341
 QO1341.Photographs are available for this station.
 QO1341
 QO1341.The dynamic height is computed by dividing the NAVD 88
 QO1341.geopotential number by the normal gravity value computed on the
 QO1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1341.degrees latitude (g = 980.6199 gals.).
 QO1341
 QO1341.The modeled gravity was interpolated from observed gravity values.
 QO1341
 QO1341;                    North         East    Units  Estimated Accuracy
 QO1341;SPC MN S     -   335,200.      841,110.      MT  (+/- 180 meters Scaled)
 QO1341
 QO1341                          SUPERSEDED SURVEY CONTROL
 QO1341
 QO1341  NGVD 29 (??/??/92)  276.343  (m)          906.64   (f) ADJ UNCH    2 1
 QO1341
 QO1341.Superseded values are not recommended for survey control.
 QO1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1341.See file dsdata.txt to determine how the superseded data were derived.
 QO1341
 QO1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6242495913(NAD 83)
 QO1341
 QO1341_MARKER: DD = SURVEY DISK
 QO1341_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1341_SP_SET: BRIDGE ABUTMENT
 QO1341_STAMPING: 2780 F 1974
 QO1341_MARK LOGO: MNHD  
 QO1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1341+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 QO1341
 QO1341  HISTORY     - Date     Condition        Report By
 QO1341  HISTORY     - 1974     MONUMENTED       MNHD
 QO1341  HISTORY     - 1977     GOOD             MNDT
 QO1341  HISTORY     - 20031006 GOOD             USPSQD
 QO1341  HISTORY     - 20051105 GOOD             USPSQD
 QO1341  HISTORY     - 20071029 GOOD             MNDT
 QO1341  HISTORY     - 20080612 GOOD             MNDT
 QO1341
 QO1341                          STATION DESCRIPTION
 QO1341
 QO1341'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1341'IN MAPLE GROVE.
 QO1341'THE MARK IS LOCATED 2.3 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1341'OF FAI 94 AND FAI 494 IN MAPLE GROVE. IT IS 32.3 FT. SOUTHWEST OF AND
 QO1341'LEVEL WITH THE CENTER OF EASTBOUND FAI 94 AT MILEPOINT 214.45. IT IS
 QO1341'CEMENTED IN THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF FAI 94
 QO1341'BRIDGE 27970 OVER ELM CREEK.
 QO1341
 QO1341                          STATION RECOVERY (2003)
 QO1341
 QO1341'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1341'RECOVERED IN GOOD CONDITION.
 QO1341
 QO1341                          STATION RECOVERY (2005)
 QO1341
 QO1341'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1341'RECOVERED IN GOOD CONDITION.
 QO1341
 QO1341                          STATION RECOVERY (2007)
 QO1341
 QO1341'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1341'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF ROGERS, 5.6 MI
 QO1341'(9.0 KM) NORTH-NORTHEAST OF HAMEL AND 3.7 MI (6.0 KM) WEST OF OSSEO.
 QO1341'TO REACH TO THE MARK AT MAPLE GROVE, 2.3 MI (3.7 KM) NORTHWEST OF THE
 QO1341'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT
 QO1341'INTERSTATE HIGHWAY 94 MILE POINT 214.45, 32.3 FT (9.8 M) SOUTHWEST OF
 QO1341'EASTBOUND INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF INTERSTATE
 QO1341'HIGHWAY 94 BRIDGE 27970 OVER ELM CREEK.
 QO1341
 QO1341                          STATION RECOVERY (2008)
 QO1341
 QO1341'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO1341'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF ROGERS, 5.6 MI
 QO1341'(9.0 KM) NORTH-NORTHEAST OF HAMEL AND 3.7 MI (6.0 KM) WEST OF OSSEO.
 QO1341'TO REACH TO THE MARK AT MAPLE GROVE, GO 2.3 MI (3.7 KM) NORTHWEST OF
 QO1341'THE JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT
 QO1341'INTERSTATE HIGHWAY 94 MILE POINT 214.45, 32.3 FT (9.8 M) SOUTHWEST OF
 QO1341'EASTBOUND INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF INTERSTATE
 QO1341'HIGHWAY 94 BRIDGE 27970 OVER ELM CREE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1340 ***********************************************************************
 QO1340  DESIGNATION -  2780 G
 QO1340  PID         -  QO1340
 QO1340  STATE/COUNTY-  MN/HENNEPIN
 QO1340  COUNTRY     -  US
 QO1340  USGS QUAD   -  OSSEO (1993)
 QO1340
 QO1340                         *CURRENT SURVEY CONTROL
 QO1340  ______________________________________________________________________
 QO1340* NAD 83(1986) POSITION- 45 07 14.57   (N) 093 28 51.49   (W)   HD_HELD1  
 QO1340* NAVD 88 ORTHO HEIGHT -   278.108  (meters)     912.43  (feet) ADJUSTED  
 QO1340  ______________________________________________________________________
 QO1340  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 QO1340  DYNAMIC HEIGHT  -        278.088 (meters)      912.36  (feet) COMP
 QO1340  MODELED GRAVITY -    980,539.5   (mgal)                       NAVD 88
 QO1340
 QO1340  VERT ORDER      -  SECOND    CLASS I
 QO1340
 QO1340.The horizontal coordinates were established by differentially corrected
 QO1340.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1340.
 QO1340.The orthometric height was determined by differential leveling and
 QO1340.adjusted in June 1991.
 QO1340
 QO1340.Photographs are available for this station.
 QO1340
 QO1340.The dynamic height is computed by dividing the NAVD 88
 QO1340.geopotential number by the normal gravity value computed on the
 QO1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1340.degrees latitude (g = 980.6199 gals.).
 QO1340
 QO1340.The modeled gravity was interpolated from observed gravity values.
 QO1340
 QO1340;                    North         East    Units  Estimated Accuracy
 QO1340;SPC MN S     -   335,771.3     840,836.8     MT  (+/- 3 meters HH1 GPS) 
 QO1340
 QO1340                          SUPERSEDED SURVEY CONTROL
 QO1340
 QO1340  NGVD 29 (??/??/92)  278.024  (m)          912.15   (f) ADJ UNCH    2 1
 QO1340
 QO1340.Superseded values are not recommended for survey control.
 QO1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1340.See file dsdata.txt to determine how the superseded data were derived.
 QO1340
 QO1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6217196472(NAD 83)
 QO1340
 QO1340_MARKER: DB = BENCH MARK DISK
 QO1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1340_SP_SET: CONCRETE POST
 QO1340_STAMPING: 2780 G 1974
 QO1340_MARK LOGO: MNHD  
 QO1340_PROJECTION: PROJECTING 3 CENTIMETERS
 QO1340_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1340+STABILITY: SURFACE MOTION
 QO1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1340+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO1340
 QO1340  HISTORY     - Date     Condition        Report By
 QO1340  HISTORY     - 1974     MONUMENTED       MNHD
 QO1340  HISTORY     - 1977     GOOD             MNDT
 QO1340  HISTORY     - 19920604 GOOD             MNDT
 QO1340  HISTORY     - 20071008 GOOD             MNDT
 QO1340  HISTORY     - 20080522 GOOD             MNDT
 QO1340
 QO1340                          STATION DESCRIPTION
 QO1340
 QO1340'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1340'IN MAPLE GROVE.
 QO1340'THE MARK IS LOCATED 2.8 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1340'OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 0.45 MILE SOUTHEAST OF THE
 QO1340'FAI 94 BRIDGE AT COUNTY ROAD 30 AT A TERMINATED TOWNSHIP ROAD
 QO1340'CROSSING. IT IS 92.3 FT. NORTHEAST OF AND 10 FT. HIGHER THAN THE
 QO1340'NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94 AT
 QO1340'MILEPOINT 214 (ENGINEER STATION 2001+50), 15 FT. WEST OF THE
 QO1340'EXTENDED CENTER OF A GRAVEL ROAD NORTH, 9.5 FT. SOUTH OF POWER POLE
 QO1340'228 (EAST POLE OF 2 ON A NORTH SOUTH POWER LINE) AND 5.5 FT. NORTHEAST
 QO1340'OF THE NORTHEAST RIGHT-OF-WAY FENCE. IT IS 1.1 FT. SOUTHWEST OF A
 QO1340'STEEL WITNESS POST.
 QO1340
 QO1340                          STATION RECOVERY (1992)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1340'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1340
 QO1340                          STATION RECOVERY (2007)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1340'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTH-NORTHEAST OF HAMEL,
 QO1340'5.9 MI (9.5 KM) SOUTHEAST OF ROGERS AND 3.8 MI (6.1 KM) WEST OF OSSEO.
 QO1340'TO REACH TO THE MARK AT MAPLE GROVE, 2.8 MI (4.5 KM) NORTHWEST OF THE
 QO1340'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 494, 0.45 MI
 QO1340'(0.7 KM) SOUTHEAST OF COUNTY ROAD 30, 92.3 FT (28.1 M) NORTHEAST OF
 QO1340'NORTHEAST EDGE OF WESTBOUND INTERSTATE HIGHWAY 94, AT INTERSTATE
 QO1340'HIGHWAY 94 MILE POINT 214, 15 FT (4.6 M) WEST OF GRAVEL ROAD NORTH
 QO1340'EXTENDED, 9.5 FT (2.9 M) SOUTH OF EAST POWER POLE OF 2, 7.0 FT (2.1 M)
 QO1340'NORTH OF ELECTRIC BOX, 5.5 FT (1.7 M) NORTHEAST OF A FENCE, 1.1 FT
 QO1340'(0.3 M) SOUTHWEST OF A WITNESS POST.
 QO1340
 QO1340                          STATION RECOVERY (2008)
 QO1340
 QO1340'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO1340'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1339 ***********************************************************************
 QO1339  DESIGNATION -  2780 H
 QO1339  PID         -  QO1339
 QO1339  STATE/COUNTY-  MN/HENNEPIN
 QO1339  COUNTRY     -  US
 QO1339  USGS QUAD   -  ANOKA (1993)
 QO1339
 QO1339                         *CURRENT SURVEY CONTROL
 QO1339  ______________________________________________________________________
 QO1339* NAD 83(1986) POSITION- 45 07 36.     (N) 093 29 07.     (W)   SCALED    
 QO1339* NAVD 88 ORTHO HEIGHT -   282.836  (meters)     927.94  (feet) ADJUSTED  
 QO1339  ______________________________________________________________________
 QO1339  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 QO1339  DYNAMIC HEIGHT  -        282.815 (meters)      927.87  (feet) COMP
 QO1339  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QO1339
 QO1339  VERT ORDER      -  SECOND    CLASS I
 QO1339
 QO1339.The horizontal coordinates were scaled from a topographic map and have
 QO1339.an estimated accuracy of +/- 6 seconds.
 QO1339.
 QO1339.The orthometric height was determined by differential leveling and
 QO1339.adjusted in June 1991.
 QO1339
 QO1339.The dynamic height is computed by dividing the NAVD 88
 QO1339.geopotential number by the normal gravity value computed on the
 QO1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1339.degrees latitude (g = 980.6199 gals.).
 QO1339
 QO1339.The modeled gravity was interpolated from observed gravity values.
 QO1339
 QO1339;                    North         East    Units  Estimated Accuracy
 QO1339;SPC MN S     -   336,430.      840,490.      MT  (+/- 180 meters Scaled)
 QO1339
 QO1339                          SUPERSEDED SURVEY CONTROL
 QO1339
 QO1339  NGVD 29 (??/??/92)  282.749  (m)          927.65   (f) ADJ UNCH    2 1
 QO1339
 QO1339.Superseded values are not recommended for survey control.
 QO1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1339.See file dsdata.txt to determine how the superseded data were derived.
 QO1339
 QO1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK618971(NAD 83)
 QO1339
 QO1339_MARKER: DB = BENCH MARK DISK
 QO1339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1339_SP_SET: BRIDGE ABUTMENT
 QO1339_STAMPING: 2780 H 1974
 QO1339_MARK LOGO: MNHD  
 QO1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1339+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 QO1339
 QO1339  HISTORY     - Date     Condition        Report By
 QO1339  HISTORY     - 1974     MONUMENTED       MNDT
 QO1339  HISTORY     - 1977     GOOD             MNDT
 QO1339  HISTORY     - 19920604 GOOD             MNDT
 QO1339  HISTORY     - 20031002 GOOD             USPSQD
 QO1339  HISTORY     - 20051105 GOOD             USPSQD
 QO1339  HISTORY     - 20071008 MARK NOT FOUND   MNDT
 QO1339
 QO1339                          STATION DESCRIPTION
 QO1339
 QO1339'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1339'IN MAPLE GROVE.
 QO1339'THE MARK IS LOCATED 3.2 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1339'OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 5.6 MILES SOUTHEAST OF
 QO1339'ROGERS. IT IS 29.0 FT. SOUTH OF AND 1 FT. HIGHER THAN THE CENTERLINE
 QO1339'OF COUNTY ROAD 30. IT IS CEMENTED IN THE SOUTHEAST CORNER (ABUTMENT)
 QO1339'OF FAI 94 BRIDGE 27949 AT FAI 94 MILEPOINT 213.55.
 QO1339
 QO1339                          STATION RECOVERY (1992)
 QO1339
 QO1339'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1339'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1339
 QO1339                          STATION RECOVERY (2003)
 QO1339
 QO1339'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1339'RECOVERED IN GOOD CONDITION.
 QO1339
 QO1339                          STATION RECOVERY (2005)
 QO1339
 QO1339'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1339'RECOVERED IN GOOD CONDITION.
 QO1339
 QO1339                          STATION RECOVERY (2007)
 QO1339
 QO1339'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1339'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1338 ***********************************************************************
 QO1338  DESIGNATION -  2780 J
 QO1338  PID         -  QO1338
 QO1338  STATE/COUNTY-  MN/HENNEPIN
 QO1338  COUNTRY     -  US
 QO1338  USGS QUAD   -  ANOKA (1993)
 QO1338
 QO1338                         *CURRENT SURVEY CONTROL
 QO1338  ______________________________________________________________________
 QO1338* NAD 83(1986) POSITION- 45 07 59.55   (N) 093 29 22.84   (W)   HD_HELD1  
 QO1338* NAVD 88 ORTHO HEIGHT -   282.425  (meters)     926.59  (feet) ADJUSTED  
 QO1338  ______________________________________________________________________
 QO1338  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 QO1338  DYNAMIC HEIGHT  -        282.402 (meters)      926.51  (feet) COMP
 QO1338  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 QO1338
 QO1338  VERT ORDER      -  SECOND    CLASS I
 QO1338
 QO1338.The horizontal coordinates were established by differentially corrected
 QO1338.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1338.
 QO1338.The orthometric height was determined by differential leveling and
 QO1338.adjusted in October 1999.
 QO1338
 QO1338.Photographs are available for this station.
 QO1338
 QO1338.The dynamic height is computed by dividing the NAVD 88
 QO1338.geopotential number by the normal gravity value computed on the
 QO1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1338.degrees latitude (g = 980.6199 gals.).
 QO1338
 QO1338.The modeled gravity was interpolated from observed gravity values.
 QO1338
 QO1338;                    North         East    Units  Estimated Accuracy
 QO1338;SPC MN S     -   337,155.5     840,143.0     MT  (+/- 3 meters HH1 GPS) 
 QO1338
 QO1338                          SUPERSEDED SURVEY CONTROL
 QO1338
 QO1338  NAVD 88 (06/15/91)  282.420  (m)          926.57   (f) SUPERSEDED  2 1
 QO1338  NGVD 29 (??/??/92)  282.330  (m)          926.28   (f) ADJ UNCH    2 1
 QO1338
 QO1338.Superseded values are not recommended for survey control.
 QO1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1338.See file dsdata.txt to determine how the superseded data were derived.
 QO1338
 QO1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6149597864(NAD 83)
 QO1338
 QO1338_MARKER: DB = BENCH MARK DISK
 QO1338_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1338_SP_SET: CONCRETE POST
 QO1338_STAMPING: 2780 J 1974
 QO1338_MARK LOGO: MNHD  
 QO1338_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1338_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1338+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO1338
 QO1338  HISTORY     - Date     Condition        Report By
 QO1338  HISTORY     - 1974     MONUMENTED       MNHD
 QO1338  HISTORY     - 1977     GOOD             MNDT
 QO1338  HISTORY     - 19920430 GOOD             MNDT
 QO1338  HISTORY     - 20071008 GOOD             MNDT
 QO1338  HISTORY     - 20080522 GOOD             MNDT
 QO1338
 QO1338                          STATION DESCRIPTION
 QO1338
 QO1338'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1338'IN MAPLE GROVE.
 QO1338'THE MARK IS LOCATED 5.5 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1338'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 3.7 MILES NORTHWEST OF THE
 QO1338'JUNCTION OF FAI 94 AND FAI 494 AND 1.6 MILES SOUTHEAST OF THE CITY
 QO1338'LIMITS OF MAPLE GROVE. IT IS 83.0 FT. NORTHEAST OF AND 2 FT. HIGHER
 QO1338'THAN THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94
 QO1338'AT MILEPOINT 213.1 (ENGINEER STENCIL 1950) AND 3.7 FT. SOUTHWEST OF TH
 QO1338'RIGHT-OF-WAY FENCE. IT IS 1.0 FT. SOUTHWEST OF A STEEL WITNESS POST.
 QO1338
 QO1338                          STATION RECOVERY (1992)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1338'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1338
 QO1338                          STATION RECOVERY (2007)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1338'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF HAMEL,
 QO1338'4.9 MI (7.9 KM) SOUTHEAST OF ROGERS AND 4.4 MI (7.1 KM) WEST-NORTHWEST
 QO1338'OF OSSEO.
 QO1338' 
 QO1338'TO REACH TO THE MARK GO 1.6 MI (2.6 KM) SOUTHEAST OF MAPLE GROVE CITY
 QO1338'LIMITS, 3.7 MI (6.0 KM) NORTHWEST OF THE JUNCTION OF INTERSTATE
 QO1338'HIGHWAY 94 AND INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 94 MILE
 QO1338'POINT 213.1, 83 FT (25.3 M) NORTHEAST OF NORTHEAST EDGE OF WESTBOUND
 QO1338'INTERSTATE HIGHWAY 94, 3.7 FT (1.1 M) SOUTHWEST OF A FENCE, 3.0 FT
 QO1338'(0.9 M) SOUTHWEST OF RIGHT OF WAY POST, 1.0 FT (0.3 M) SOUTHWEST OF A
 QO1338'WITNESS POS.
 QO1338
 QO1338                          STATION RECOVERY (2008)
 QO1338
 QO1338'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO1338'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1337 ***********************************************************************
 QO1337  DESIGNATION -  2780 K
 QO1337  PID         -  QO1337
 QO1337  STATE/COUNTY-  MN/HENNEPIN
 QO1337  COUNTRY     -  US
 QO1337  USGS QUAD   -  ANOKA (1993)
 QO1337
 QO1337                         *CURRENT SURVEY CONTROL
 QO1337  ______________________________________________________________________
 QO1337* NAD 83(1986) POSITION- 45 08 17.23   (N) 093 29 37.83   (W)   HD_HELD1  
 QO1337* NAVD 88 ORTHO HEIGHT -   289.169  (meters)     948.72  (feet) ADJUSTED  
 QO1337  ______________________________________________________________________
 QO1337  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 QO1337  DYNAMIC HEIGHT  -        289.145 (meters)      948.64  (feet) COMP
 QO1337  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 QO1337
 QO1337  VERT ORDER      -  SECOND    CLASS I
 QO1337
 QO1337.The horizontal coordinates were established by differentially corrected
 QO1337.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1337.
 QO1337.The orthometric height was determined by differential leveling and
 QO1337.adjusted in June 1991.
 QO1337
 QO1337.Photographs are available for this station.
 QO1337
 QO1337.The dynamic height is computed by dividing the NAVD 88
 QO1337.geopotential number by the normal gravity value computed on the
 QO1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1337.degrees latitude (g = 980.6199 gals.).
 QO1337
 QO1337.The modeled gravity was interpolated from observed gravity values.
 QO1337
 QO1337;                    North         East    Units  Estimated Accuracy
 QO1337;SPC MN S     -   337,699.2     839,812.1     MT  (+/- 3 meters HH1 GPS) 
 QO1337
 QO1337                          SUPERSEDED SURVEY CONTROL
 QO1337
 QO1337  NGVD 29 (??/??/92)  289.077  (m)          948.41   (f) ADJ UNCH    2 1
 QO1337
 QO1337.Superseded values are not recommended for survey control.
 QO1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1337.See file dsdata.txt to determine how the superseded data were derived.
 QO1337
 QO1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6117198412(NAD 83)
 QO1337
 QO1337_MARKER: DB = BENCH MARK DISK
 QO1337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1337_SP_SET: BRIDGE ABUTMENT
 QO1337_STAMPING: 2780 K 1977
 QO1337_MARK LOGO: MNDT  
 QO1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1337+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 QO1337
 QO1337  HISTORY     - Date     Condition        Report By
 QO1337  HISTORY     - 1977     MONUMENTED       MNDT
 QO1337  HISTORY     - 19920604 GOOD             MNDT
 QO1337  HISTORY     - 20031006 GOOD             USPSQD
 QO1337  HISTORY     - 20051105 GOOD             USPSQD
 QO1337  HISTORY     - 20071029 GOOD             MNDT
 QO1337  HISTORY     - 20080522 GOOD             MNDT
 QO1337
 QO1337                          STATION DESCRIPTION
 QO1337
 QO1337'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1337'IN MAPLE GROVE.
 QO1337'THE MARK IS LOCATED 5.1 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1337'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 4.1 MILES NORTHWEST OF THE
 QO1337'JUNCTION OF FAI 94 AND FAI 494 AND 1.15 MILES SOUTHEAST OF THE CITY
 QO1337'LIMITS OF MAPLE GROVE. IT IS 20.5 FT. SOUTH OF AND 1 FT. HIGHER THAN
 QO1337'THE CENTERLINE OF 101 ST AVE. NORTH. IT IS CEMENTED IN THE SOUTHEAST
 QO1337'CORNER (ABUTMENT) OF FAI 94 BRIDGE 27959 AT FAI 94 MILEPOINT 212.9.
 QO1337
 QO1337                          STATION RECOVERY (1992)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 QO1337'THE MARK WAS RECOVERED IN GOOD CONDITION.
 QO1337
 QO1337                          STATION RECOVERY (2003)
 QO1337
 QO1337'RECOVERY NOTE BY US POWER SQUADRON 2003 (NDM)
 QO1337'RECOVERED IN GOOD CONDITION.
 QO1337
 QO1337                          STATION RECOVERY (2005)
 QO1337
 QO1337'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1337'RECOVERED IN GOOD CONDITION.
 QO1337
 QO1337                          STATION RECOVERY (2007)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1337'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF ANOKA, 4.6 MI
 QO1337'(7.4 KM) WEST-NORTHWEST OF OSSEO AND 4.5 MI (7.2 KM) SOUTHEAST OF
 QO1337'ROGERS.
 QO1337' 
 QO1337'TO REACH TO THE MARK IN MAPLE GROVE, GO 1.0 MI (1.6 KM) WEST ON COUNTY
 QO1337'ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30 AND FAI 94, THEN 0.7 MI
 QO1337'(1.1 KM) NORTH ON LAWNDALE LANE NORTH, THEN 0.3 MI (0.5 KM) EAST ON
 QO1337'101ST AVENUE, 20.5 FT (6.2 M) SOUTH OF 101ST AVENUE NORTH, IN
 QO1337'SOUTHEAST CORNER OF 101ST AVENUE NORTH BRIDGE 27959 OVER INTERSTATE
 QO1337'HIGHWAY 94.
 QO1337
 QO1337                          STATION RECOVERY (2008)
 QO1337
 QO1337'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 QO1337'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1336 ***********************************************************************
 QO1336  DESIGNATION -  2780 L
 QO1336  PID         -  QO1336
 QO1336  STATE/COUNTY-  MN/HENNEPIN
 QO1336  COUNTRY     -  US
 QO1336  USGS QUAD   -  ANOKA (1993)
 QO1336
 QO1336                         *CURRENT SURVEY CONTROL
 QO1336  ______________________________________________________________________
 QO1336* NAD 83(1986) POSITION- 45 08 40.87   (N) 093 29 53.84   (W)   HD_HELD1  
 QO1336* NAVD 88 ORTHO HEIGHT -   277.759  (meters)     911.28  (feet) ADJUSTED  
 QO1336  ______________________________________________________________________
 QO1336  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 QO1336  DYNAMIC HEIGHT  -        277.734 (meters)      911.20  (feet) COMP
 QO1336  MODELED GRAVITY -    980,521.4   (mgal)                       NAVD 88
 QO1336
 QO1336  VERT ORDER      -  SECOND    CLASS I
 QO1336
 QO1336.The horizontal coordinates were established by differentially corrected
 QO1336.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1336.
 QO1336.The orthometric height was determined by differential leveling and
 QO1336.adjusted in June 1991.
 QO1336
 QO1336.Photographs are available for this station.
 QO1336
 QO1336.The dynamic height is computed by dividing the NAVD 88
 QO1336.geopotential number by the normal gravity value computed on the
 QO1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1336.degrees latitude (g = 980.6199 gals.).
 QO1336
 QO1336.The modeled gravity was interpolated from observed gravity values.
 QO1336
 QO1336;                    North         East    Units  Estimated Accuracy
 QO1336;SPC MN S     -   338,426.8     839,457.8     MT  (+/- 3 meters HH1 GPS) 
 QO1336
 QO1336                          SUPERSEDED SURVEY CONTROL
 QO1336
 QO1336  NGVD 29 (??/??/92)  277.664  (m)          910.97   (f) ADJ UNCH    2 1
 QO1336
 QO1336.Superseded values are not recommended for survey control.
 QO1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1336.See file dsdata.txt to determine how the superseded data were derived.
 QO1336
 QO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6082699144(NAD 83)
 QO1336
 QO1336_MARKER: DB = BENCH MARK DISK
 QO1336_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1336_SP_SET: HEADWALL BOX CULVERT
 QO1336_STAMPING: 2780 L 1974
 QO1336_MARK LOGO: MNHD  
 QO1336_PROJECTION: FLUSH
 QO1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1336+STABILITY: SURFACE MOTION
 QO1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1336+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1336
 QO1336  HISTORY     - Date     Condition        Report By
 QO1336  HISTORY     - 1974     MONUMENTED       MNHD
 QO1336  HISTORY     - 1977     GOOD             MNDT
 QO1336  HISTORY     - 19920430 GOOD             MNDT
 QO1336  HISTORY     - 20071029 GOOD             MNDT
 QO1336
 QO1336                          STATION DESCRIPTION
 QO1336
 QO1336'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1336'IN MAPLE GROVE.
 QO1336'THE MARK IS LOCATED 4.6 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1336'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 4.6 MILES NORTHWEST OF THE
 QO1336'JUNCTION OF FAI 94 AND FAI 494 AND 0.65 MILE SOUTHEAST OF THE CITY
 QO1336'LIMITS OF MAPLE GROVE. IT IS 54.5 FT. NORTHEAST OF AND 10 FT. LOWER
 QO1336'THAN THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94
 QO1336'AT MILEPOINT 212.4. IT IS CEMENTED IN THE SOUTHEAST END OF THE
 QO1336'NORTHEAST HEADWALL OF A 12 BY 30 FT. TWIN BOX CULVERT UNDER FAI 94
 QO1336'AT RUSH CREEK.
 QO1336
 QO1336                          STATION RECOVERY (1992)
 QO1336
 QO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (DKH)
 QO1336'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  RECOVERY NOTE
 QO1336'BY DAVID K.  HERDER, TYPED BY J.E.M.
 QO1336
 QO1336                          STATION RECOVERY (2007)
 QO1336
 QO1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1336'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF ANOKA, 4.6 MI
 QO1336'(7.4 KM) WEST-NORTHWEST OF OSSEO AND 4.5 MI (7.2 KM) SOUTHEAST OF
 QO1336'ROGERS.
 QO1336' 
 QO1336'TO REACH TO THE MARK IN MAPLE GROVE, GO 1.0 MI (1.6 KM) WEST ON COUNTY
 QO1336'ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30 AND FAI 94, THEN 0.7 MI
 QO1336'(1.1 KM) NORTH ON LAWNDALE LANE NORTH, THEN 0.3 MI (0.5 KM) EAST ON
 QO1336'101ST AVENUE, 20.5 FT (6.2 M) SOUTH OF 101ST AVENUE NORTH, IN
 QO1336'SOUTHEAST CORNER OF 101ST AVENUE NORTH BRIDGE 27959 OVER INTERSTATE
 QO1336'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1335 ***********************************************************************
 QO1335  DESIGNATION -  2780 M
 QO1335  PID         -  QO1335
 QO1335  STATE/COUNTY-  MN/HENNEPIN
 QO1335  COUNTRY     -  US
 QO1335  USGS QUAD   -  ROGERS (1993)
 QO1335
 QO1335                         *CURRENT SURVEY CONTROL
 QO1335  ______________________________________________________________________
 QO1335* NAD 83(1986) POSITION- 45 09 12.48   (N) 093 30 20.30   (W)   HD_HELD1  
 QO1335* NAVD 88 ORTHO HEIGHT -   281.654  (meters)     924.06  (feet) ADJUSTED  
 QO1335  ______________________________________________________________________
 QO1335  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 QO1335  DYNAMIC HEIGHT  -        281.629 (meters)      923.98  (feet) COMP
 QO1335  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 QO1335
 QO1335  VERT ORDER      -  SECOND    CLASS I
 QO1335
 QO1335.The horizontal coordinates were established by differentially corrected
 QO1335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1335.
 QO1335.The orthometric height was determined by differential leveling and
 QO1335.adjusted in June 1991.
 QO1335
 QO1335.Photographs are available for this station.
 QO1335
 QO1335.The dynamic height is computed by dividing the NAVD 88
 QO1335.geopotential number by the normal gravity value computed on the
 QO1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1335.degrees latitude (g = 980.6199 gals.).
 QO1335
 QO1335.The modeled gravity was interpolated from observed gravity values.
 QO1335
 QO1335;                    North         East    Units  Estimated Accuracy
 QO1335;SPC MN S     -   339,399.1     838,873.9     MT  (+/- 3 meters HH1 GPS) 
 QO1335
 QO1335                          SUPERSEDED SURVEY CONTROL
 QO1335
 QO1335  NGVD 29 (??/??/92)  281.557  (m)          923.74   (f) ADJ UNCH    2 1
 QO1335
 QO1335.Superseded values are not recommended for survey control.
 QO1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1335.See file dsdata.txt to determine how the superseded data were derived.
 QO1335
 QO1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6025400123(NAD 83)
 QO1335
 QO1335_MARKER: DB = BENCH MARK DISK
 QO1335_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1335_SP_SET: CONCRETE POST
 QO1335_STAMPING: 2780 M 1974
 QO1335_MARK LOGO: MNHD  
 QO1335_PROJECTION: FLUSH
 QO1335_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1335+STABILITY: SURFACE MOTION
 QO1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1335+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 QO1335
 QO1335  HISTORY     - Date     Condition        Report By
 QO1335  HISTORY     - 1974     MONUMENTED       MNHD
 QO1335  HISTORY     - 1977     GOOD             MNDT
 QO1335  HISTORY     - 20030918 GOOD             MNDT
 QO1335  HISTORY     - 20071008 GOOD             MNDT
 QO1335
 QO1335                          STATION DESCRIPTION
 QO1335
 QO1335'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1335'3.7 MI SE FROM ROGERS.
 QO1335'THE MARK IS LOCATED 3.8 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1335'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AND 0.05 MILE NORTHWEST OF
 QO1335'THE CITY LIMITS OF MAPLE GROVE. IT IS 83.6 FT. NORTHEAST OF AND LEVEL
 QO1335'WITH THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94
 QO1335'AT MILEPOINT 211.7 (ENGINEER STATION 1865), AND 3.2 FT. SOUTHWEST OF
 QO1335'THE RIGHT-OF-WAY FENCE. IT IS 0.6 FT. SOUTHWEST OF A STEEL WITNESS
 QO1335'POST.
 QO1335
 QO1335                          STATION RECOVERY (2003)
 QO1335
 QO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1335'RECOVERED AS DESCRIBED.
 QO1335
 QO1335                          STATION RECOVERY (2007)
 QO1335
 QO1335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1335'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF ANOKA,
 QO1335'5.6 MI (9.0 KM) WEST-NORTHWEST OF OSSEO AND 3.4 MI (5.5 KM) SOUTHEAST
 QO1335'OF ROGERS.
 QO1335' 
 QO1335'TO REACH TO THE MARK 3.7 MI (6.0 KM) SOUTHEAST OF ROGERS, 3.8 MI (6.1
 QO1335'KM) SOUTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1335'HIGHWAY 101, AT INTERSTATE HIGHWAY 94 MILE POINT 211.45, 83.6 FT (25.5
 QO1335'M) NORTHEAST OF NORTHEAST EDGE OF PAVEMENT ON WESTBOUND INTERSTATE
 QO1335'HIGHWAY 94, 3.2 FT (1.0 M) SOUTHWEST OF RIGHT OF WAY FENCE, 0.6 FT
 QO1335'(0.2 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1334 ***********************************************************************
 QO1334  DESIGNATION -  2780 N
 QO1334  PID         -  QO1334
 QO1334  STATE/COUNTY-  MN/HENNEPIN
 QO1334  COUNTRY     -  US
 QO1334  USGS QUAD   -  ROGERS (1993)
 QO1334
 QO1334                         *CURRENT SURVEY CONTROL
 QO1334  ______________________________________________________________________
 QO1334* NAD 83(1986) POSITION- 45 09 35.05   (N) 093 30 51.53   (W)   HD_HELD1  
 QO1334* NAVD 88 ORTHO HEIGHT -   285.419  (meters)     936.41  (feet) ADJUSTED  
 QO1334  ______________________________________________________________________
 QO1334  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 QO1334  DYNAMIC HEIGHT  -        285.392 (meters)      936.32  (feet) COMP
 QO1334  MODELED GRAVITY -    980,516.5   (mgal)                       NAVD 88
 QO1334
 QO1334  VERT ORDER      -  SECOND    CLASS I
 QO1334
 QO1334.The horizontal coordinates were established by differentially corrected
 QO1334.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1334.
 QO1334.The orthometric height was determined by differential leveling and
 QO1334.adjusted in June 1991.
 QO1334
 QO1334.Photographs are available for this station.
 QO1334
 QO1334.The dynamic height is computed by dividing the NAVD 88
 QO1334.geopotential number by the normal gravity value computed on the
 QO1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1334.degrees latitude (g = 980.6199 gals.).
 QO1334
 QO1334.The modeled gravity was interpolated from observed gravity values.
 QO1334
 QO1334;                    North         East    Units  Estimated Accuracy
 QO1334;SPC MN S     -   340,091.8     838,187.6     MT  (+/- 3 meters HH1 GPS) 
 QO1334
 QO1334                          SUPERSEDED SURVEY CONTROL
 QO1334
 QO1334  NGVD 29 (??/??/92)  285.319  (m)          936.08   (f) ADJ UNCH    2 1
 QO1334
 QO1334.Superseded values are not recommended for survey control.
 QO1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1334.See file dsdata.txt to determine how the superseded data were derived.
 QO1334
 QO1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5957600823(NAD 83)
 QO1334
 QO1334_MARKER: DB = BENCH MARK DISK
 QO1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1334_SP_SET: CONCRETE POST
 QO1334_STAMPING: 2780 N 1971 1974
 QO1334_MARK LOGO: MNHD  
 QO1334_PROJECTION: FLUSH
 QO1334_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1334+STABILITY: SURFACE MOTION
 QO1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1334+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 QO1334
 QO1334  HISTORY     - Date     Condition        Report By
 QO1334  HISTORY     - 1974     MONUMENTED       MNHD
 QO1334  HISTORY     - 1977     GOOD             MNDT
 QO1334  HISTORY     - 20030918 GOOD             MNDT
 QO1334  HISTORY     - 20071008 GOOD             MNDT
 QO1334
 QO1334                          STATION DESCRIPTION
 QO1334
 QO1334'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1334'3.2 MI SE FROM ROGERS.
 QO1334'THE MARK IS LOCATED 3.3 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1334'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS, 1.15 MILES NORTHWEST OF THE
 QO1334'MAPLE GROVE CITY LIMITS AND NEAR THE NORTHWEST END OF A FAI 94
 QO1334'PROPOSED REST AREA. IT IS 184 FT. NORTHEAST OF AND 5 FT. HIGHER THAN
 QO1334'THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF WESTBOUND FAI 94 AT
 QO1334'MILEPOINT 211.1 (ENGINEER STATION 1833) AND 2.7 FT. SOUTHWEST OF THE
 QO1334'RIGHT-OF-WAY FENCE AT A FENCE CORNER. IT IS 0.7 FT. SOUTHWEST OF A
 QO1334'STEEL WITNESS POST.
 QO1334
 QO1334                          STATION RECOVERY (2003)
 QO1334
 QO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1334'RECOVERED AS DESCRIBED.
 QO1334
 QO1334                          STATION RECOVERY (2007)
 QO1334
 QO1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1334'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF ANOKA,
 QO1334'6.1 MI (9.8 KM) WEST-NORTHWEST OF OSSEO AND 2.8 MI (4.5 KM) SOUTHEAST
 QO1334'OF ROGERS.
 QO1334' 
 QO1334'TO REACH TO THE MARK GO 1.15 MI (1.9 KM) NORTHWEST OF MAPLE GROVE, AT
 QO1334'NORTHWEST END OF ABANDONED REST AREA, AT INTERSTATE HIGHWAY 94 MI
 QO1334'(151.2 KM) POINT 210.9, 184 FT (56.1 M) NORTHEAST OF EDGE OF PAVEMENT
 QO1334'ON WESTBOUND INTERSTATE HIGHWAY 94, 2.7 FT (0.8 M) SOUTHEAST OF FIBER
 QO1334'OPTIC POLE NUMBER 1127, 2.7 FT (0.8 M) SOUTHWEST OF A FENCE CORNER,
 QO1334'0.8 FT (0.2 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1333 ***********************************************************************
 QO1333  DESIGNATION -  2780 P
 QO1333  PID         -  QO1333
 QO1333  STATE/COUNTY-  MN/HENNEPIN
 QO1333  COUNTRY     -  US
 QO1333  USGS QUAD   -  ROGERS (1993)
 QO1333
 QO1333                         *CURRENT SURVEY CONTROL
 QO1333  ______________________________________________________________________
 QO1333* NAD 83(1986) POSITION- 45 09 46.88   (N) 093 31 17.12   (W)   HD_HELD1  
 QO1333* NAVD 88 ORTHO HEIGHT -   289.225  (meters)     948.90  (feet) ADJUSTED  
 QO1333  ______________________________________________________________________
 QO1333  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 QO1333  DYNAMIC HEIGHT  -        289.198 (meters)      948.81  (feet) COMP
 QO1333  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 QO1333
 QO1333  VERT ORDER      -  SECOND    CLASS I
 QO1333
 QO1333.The horizontal coordinates were established by differentially corrected
 QO1333.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1333.
 QO1333.The orthometric height was determined by differential leveling and
 QO1333.adjusted in February 2010.
 QO1333
 QO1333.No vertical observational check was made to the station.
 QO1333
 QO1333.Photographs are available for this station.
 QO1333
 QO1333.The dynamic height is computed by dividing the NAVD 88
 QO1333.geopotential number by the normal gravity value computed on the
 QO1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1333.degrees latitude (g = 980.6199 gals.).
 QO1333
 QO1333.The modeled gravity was interpolated from observed gravity values.
 QO1333
 QO1333;                    North         East    Units  Estimated Accuracy
 QO1333;SPC MN S     -   340,453.7     837,626.5     MT  (+/- 3 meters HH1 GPS) 
 QO1333
 QO1333                          SUPERSEDED SURVEY CONTROL
 QO1333
 QO1333  NAVD 88 (06/15/91)  289.231  (m)          948.92   (f) SUPERSEDED  2 1
 QO1333  NGVD 29 (??/??/92)  289.129  (m)          948.58   (f) ADJ UNCH    2 1
 QO1333
 QO1333.Superseded values are not recommended for survey control.
 QO1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1333.See file dsdata.txt to determine how the superseded data were derived.
 QO1333
 QO1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5902001192(NAD 83)
 QO1333
 QO1333_MARKER: DB = BENCH MARK DISK
 QO1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1333_SP_SET: BRIDGE ABUTMENT
 QO1333_STAMPING: 2780 P 1974
 QO1333_MARK LOGO: MNHD  
 QO1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1333+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2007
 QO1333
 QO1333  HISTORY     - Date     Condition        Report By
 QO1333  HISTORY     - 1974     MONUMENTED       MNHD
 QO1333  HISTORY     - 1977     GOOD             MNDT
 QO1333  HISTORY     - 19910902 GOOD             USPSQD
 QO1333  HISTORY     - 20030827 GOOD             MNDT
 QO1333  HISTORY     - 20071008 GOOD             MNDT
 QO1333
 QO1333                          STATION DESCRIPTION
 QO1333
 QO1333'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1333'2.7 MI SE FROM ROGERS.
 QO1333'THE MARK IS LOCATED 2.75 MILES SOUTHEAST ALONG FAI 94 FROM THE
 QO1333'JUNCTION OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AND 0.4 MILES SOUTH
 QO1333'OF THE JUNCTION OF TRUNK HIGHWAY 101 AND TRUNK HIGHWAY 152. IT IS 21.0
 QO1333'FT. EAST OF AND 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 101
 QO1333'AT TRUNK HIGHWAY 101 MILEPOINT 36.7. IT IS CEMENTED IN THE SOUTHEAST
 QO1333'CORNER (ABUTMENT) OF FAI 94 BRIDGE 27946 AT FAI 94 MILEPOINT 210.7.
 QO1333
 QO1333                          STATION RECOVERY (1991)
 QO1333
 QO1333'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1333'RECOVERED IN GOOD CONDITION.
 QO1333
 QO1333                          STATION RECOVERY (2003)
 QO1333
 QO1333'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1333'RECOVERED AS DESCRIBED.
 QO1333
 QO1333                          STATION RECOVERY (2007)
 QO1333
 QO1333'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1333'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA,
 QO1333'6.5 MI (10.5 KM) WEST-NORTHWEST OF OSSEO AND 2.4 MI (3.9 KM) SOUTHEAST
 QO1333'OF ROGERS.
 QO1333' 
 QO1333'TO REACH TO THE MARK GO  2.75 MI (4.4 KM) SOUTHEAST OF ROGERS, 1.8 MI
 QO1333'(2.9 KM) SOUTHEAST ALONG COUNTY ROAD 81 FROM THE JUNCTION OF COUNTY
 QO1333'ROAD 8/COUNTY ROAD 101 AND TRUNK HIGHWAY 101 IN ROGERS, THENCE 0.45 MI
 QO1333'(0.7 KM) SOUTH ON COUNTY ROAD 101, 21 FT (6.4 M) EAST OF COUNTY ROAD
 QO1333'101, IN SOUTHEAST CORNER OF COUNTY ROAD 101 BRIDGE 27946 OVER
 QO1333'INTERSTATE HIGHWAY 94, AT INTERSTATE HIGHWAY 94 MILE POINT 210.7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1332 ***********************************************************************
 QO1332  DESIGNATION -  2780 Q
 QO1332  PID         -  QO1332
 QO1332  STATE/COUNTY-  MN/HENNEPIN
 QO1332  COUNTRY     -  US
 QO1332  USGS QUAD   -  ROGERS (1993)
 QO1332
 QO1332                         *CURRENT SURVEY CONTROL
 QO1332  ______________________________________________________________________
 QO1332* NAD 83(1986) POSITION- 45 10 17.14   (N) 093 31 34.51   (W)   HD_HELD1  
 QO1332* NAVD 88 ORTHO HEIGHT -   293.826  (meters)     963.99  (feet) ADJUSTED  
 QO1332  ______________________________________________________________________
 QO1332  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO1332  DYNAMIC HEIGHT  -        293.798 (meters)      963.90  (feet) COMP
 QO1332  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QO1332
 QO1332  VERT ORDER      -  SECOND    CLASS I
 QO1332
 QO1332.The horizontal coordinates were established by differentially corrected
 QO1332.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1332.
 QO1332.The orthometric height was determined by differential leveling and
 QO1332.adjusted in June 1991.
 QO1332
 QO1332.Photographs are available for this station.
 QO1332
 QO1332.The dynamic height is computed by dividing the NAVD 88
 QO1332.geopotential number by the normal gravity value computed on the
 QO1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1332.degrees latitude (g = 980.6199 gals.).
 QO1332
 QO1332.The modeled gravity was interpolated from observed gravity values.
 QO1332
 QO1332;                    North         East    Units  Estimated Accuracy
 QO1332;SPC MN S     -   341,385.6     837,241.4     MT  (+/- 3 meters HH1 GPS) 
 QO1332
 QO1332                          SUPERSEDED SURVEY CONTROL
 QO1332
 QO1332  NGVD 29 (??/??/92)  293.721  (m)          963.65   (f) ADJ UNCH    2 1
 QO1332
 QO1332.Superseded values are not recommended for survey control.
 QO1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1332.See file dsdata.txt to determine how the superseded data were derived.
 QO1332
 QO1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5864702128(NAD 83)
 QO1332
 QO1332_MARKER: DB = BENCH MARK DISK
 QO1332_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1332_SP_SET: BRIDGE ABUTMENT
 QO1332_STAMPING: 2780 Q 1974
 QO1332_MARK LOGO: MNHD  
 QO1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1332+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1332
 QO1332  HISTORY     - Date     Condition        Report By
 QO1332  HISTORY     - 1974     MONUMENTED       MNHD
 QO1332  HISTORY     - 1977     GOOD             MNDT
 QO1332  HISTORY     - 19910902 GOOD             USPSQD
 QO1332  HISTORY     - 20030827 GOOD             MNDT
 QO1332  HISTORY     - 20051105 GOOD             USPSQD
 QO1332  HISTORY     - 20071029 GOOD             MNDT
 QO1332
 QO1332                          STATION DESCRIPTION
 QO1332
 QO1332'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1332'2.0 MI SE FROM ROGERS.
 QO1332'THE MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1332'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AT FAI 94 MILEPOINT 210.2 IT
 QO1332'IS 144.4 FT. SOUTHWEST OF TRUNK HIGHWAY 152 CENTERLINE, AT TRUNK
 QO1332'HIGHWAY 152 MILEPOINT 48.35, 9.8 FT. SOUTHWEST OF AND LEVEL WITH THE
 QO1332'SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD AT BNRR MILEPOINT
 QO1332'18.9 AND 26.3 FT. NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST
 QO1332'CONCRETE BRIDGE ABUTMENT. IT IS EMENTED IN THE SOUTHEAST CORNER
 QO1332'(WALKWAY) OF FAI 94 BRIDGE 27948.
 QO1332
 QO1332                          STATION RECOVERY (1991)
 QO1332
 QO1332'RECOVERY NOTE BY US POWER SQUADRON 1991 (REA)
 QO1332'RECOVERED IN GOOD CONDITION.
 QO1332
 QO1332                          STATION RECOVERY (2003)
 QO1332
 QO1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1332'0.20 MILES SOUTH ALONG TRUNK HIGHWAY 101 FROM THE JUNCTION OF TRUNK
 QO1332'HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN ROGERS, THEN 1.80 MILES
 QO1332'SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101, 144.4 FEET SOUTHWEST OF
 QO1332'COUNTY ROAD 81, 9.5 FEET SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, IN
 QO1332'SOUTHEAST CORNER OF INTERSTATE HIGHWAY 94 RAILROAD BRIDGE 27948, 26.3
 QO1332'FEET NORTHWEST OF SOUTHEAST END OF SOUTHWEST BRIDGE ABUT
 QO1332
 QO1332                          STATION RECOVERY (2005)
 QO1332
 QO1332'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1332'RECOVERED IN GOOD CONDITION.
 QO1332
 QO1332                          STATION RECOVERY (2007)
 QO1332
 QO1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1332'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF OSSEO,
 QO1332'7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA AND 1.8 MI (2.9 KM) SOUTHEAST
 QO1332'OF ROGERS.
 QO1332' 
 QO1332'TO REACH TO THE MARK GO 0.20 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 101
 QO1332'FROM THE JUNCTION OF TRUNK HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN
 QO1332'ROGERS, THEN 1.80 MI (2.9 KM) SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101,
 QO1332'144.4 FT (44.0 M) SOUTHWEST OF COUNTY ROAD 81, 9.5 FT (2.9 M)
 QO1332'SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD, IN SOUTHEAST CORNER OF
 QO1332'INTERSTATE HIGHWAY 94 RAILROAD BRIDGE 27948, 26.3 FT (8.0 M) NORTHWEST
 QO1332'OF SOUTHEAST END OF SOUTHWEST BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1331 ***********************************************************************
 QO1331  DESIGNATION -  2780 R
 QO1331  PID         -  QO1331
 QO1331  STATE/COUNTY-  MN/HENNEPIN
 QO1331  COUNTRY     -  US
 QO1331  USGS QUAD   -  ROGERS (1993)
 QO1331
 QO1331                         *CURRENT SURVEY CONTROL
 QO1331  ______________________________________________________________________
 QO1331* NAD 83(1986) POSITION- 45 10 18.69   (N) 093 31 34.64   (W)   HD_HELD1  
 QO1331* NAVD 88 ORTHO HEIGHT -   294.609  (meters)     966.56  (feet) ADJUSTED  
 QO1331  ______________________________________________________________________
 QO1331  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO1331  DYNAMIC HEIGHT  -        294.581 (meters)      966.47  (feet) COMP
 QO1331  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 QO1331
 QO1331  VERT ORDER      -  SECOND    CLASS I
 QO1331
 QO1331.The horizontal coordinates were established by differentially corrected
 QO1331.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1331.
 QO1331.The orthometric height was determined by differential leveling and
 QO1331.adjusted in June 1991.
 QO1331
 QO1331.Photographs are available for this station.
 QO1331
 QO1331.The dynamic height is computed by dividing the NAVD 88
 QO1331.geopotential number by the normal gravity value computed on the
 QO1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1331.degrees latitude (g = 980.6199 gals.).
 QO1331
 QO1331.The modeled gravity was interpolated from observed gravity values.
 QO1331
 QO1331;                    North         East    Units  Estimated Accuracy
 QO1331;SPC MN S     -   341,433.4     837,238.2     MT  (+/- 3 meters HH1 GPS) 
 QO1331
 QO1331                          SUPERSEDED SURVEY CONTROL
 QO1331
 QO1331  NGVD 29 (??/??/92)  294.504  (m)          966.22   (f) ADJ UNCH    2 1
 QO1331
 QO1331.Superseded values are not recommended for survey control.
 QO1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1331.See file dsdata.txt to determine how the superseded data were derived.
 QO1331
 QO1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5864402176(NAD 83)
 QO1331
 QO1331_MARKER: DB = BENCH MARK DISK
 QO1331_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1331_SP_SET: BRIDGE ABUTMENT
 QO1331_STAMPING: 2780 R 1974
 QO1331_MARK LOGO: MNHD  
 QO1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1331+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1331
 QO1331  HISTORY     - Date     Condition        Report By
 QO1331  HISTORY     - 1974     MONUMENTED       MNHD
 QO1331  HISTORY     - 1977     GOOD             MNDT
 QO1331  HISTORY     - 20030827 GOOD             MNDT
 QO1331  HISTORY     - 20030828 GOOD             MNDT
 QO1331  HISTORY     - 20051105 GOOD             USPSQD
 QO1331  HISTORY     - 20071029 GOOD             MNDT
 QO1331
 QO1331                          STATION DESCRIPTION
 QO1331
 QO1331'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1331'2.0 MI SE FROM ROGERS.
 QO1331'THE MARK IS LOCATED 2.1 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1331'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AT FAI MILEPOINT 210.0. IT
 QO1331'IS 23.0 FT. SOUTHWEST OF AND 1 FT. HIGHER THAN THE CENTERLINE OF TRUNK
 QO1331'HIGHWAY 152 AT MILEPOINT 48.2. IT IS CEMENTED IN THE SOUTHEAST CORNER
 QO1331'(ABUTMENT) OF FAI 94 BRIDGE 27947.
 QO1331
 QO1331                          STATION RECOVERY (2003)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1331'RECOVERED AS DESCRIBED.
 QO1331
 QO1331                          STATION RECOVERY (2003)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1331'2.1 MILES SOUTHEAST OF JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1331'HIGHWAY 101 AT ROGERS, 0.20 MILES SOUTH ALONG TRUNK HIGHWAY 101 FROM
 QO1331'JUNCTION OF TRUNK HIGHWAY 101 AND INTERSTATE HIGHWAY 94 IN ROGERS,
 QO1331'THENCE 1.80 MILES SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101, 23 FEET
 QO1331'SOUTHWEST OF COUNTY ROAD 81, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY
 QO1331'94 BRIDGE 27947 OVER COUNTY ROAD 81
 QO1331
 QO1331                          STATION RECOVERY (2005)
 QO1331
 QO1331'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1331'RECOVERED IN GOOD CONDITION.
 QO1331
 QO1331                          STATION RECOVERY (2007)
 QO1331
 QO1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1331'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF OSSEO,
 QO1331'7.0 MI (11.3 KM) WEST-SOUTHWEST OF ANOKA AND 1.8 MI (2.9 KM) SOUTHEAST
 QO1331'OF ROGERS.
 QO1331' 
 QO1331'TO REACH TO THE MARK GO 2.1 MI (3.4 KM) SOUTHEAST OF THE JUNCTION OF
 QO1331'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.20 MI (0.3
 QO1331'KM) SOUTH ALONG TRUNK HIGHWAY 101 FROM THE JUNCTION OF TRUNK HIGHWAY
 QO1331'101 AND INTERSTATE HIGHWAY 94 IN ROGERS, THENCE 1.80 MI (2.9 KM)
 QO1331'SOUTHEAST ON COUNTY ROAD 81/CO ROAD 101, 23 FT (7.0 M) SOUTHWEST OF
 QO1331'COUNTY ROAD 81, IN SOUTHEAST CORNER OF COUNTY ROAD 81 BRIDGE 27947
 QO1331'OVER FAI 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1330 ***********************************************************************
 QO1330  DESIGNATION -  2780 S
 QO1330  PID         -  QO1330
 QO1330  STATE/COUNTY-  MN/HENNEPIN
 QO1330  COUNTRY     -  US
 QO1330  USGS QUAD   -  ROGERS (1993)
 QO1330
 QO1330                         *CURRENT SURVEY CONTROL
 QO1330  ______________________________________________________________________
 QO1330* NAD 83(1986) POSITION- 45 10 43.88   (N) 093 31 54.56   (W)   HD_HELD1  
 QO1330* NAVD 88 ORTHO HEIGHT -   292.099  (meters)     958.33  (feet) ADJUSTED  
 QO1330  ______________________________________________________________________
 QO1330  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 QO1330  DYNAMIC HEIGHT  -        292.072 (meters)      958.24  (feet) COMP
 QO1330  MODELED GRAVITY -    980,514.3   (mgal)                       NAVD 88
 QO1330
 QO1330  VERT ORDER      -  SECOND    CLASS I
 QO1330
 QO1330.The horizontal coordinates were established by differentially corrected
 QO1330.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1330.
 QO1330.The orthometric height was determined by differential leveling and
 QO1330.adjusted in June 1991.
 QO1330
 QO1330.Photographs are available for this station.
 QO1330
 QO1330.The dynamic height is computed by dividing the NAVD 88
 QO1330.geopotential number by the normal gravity value computed on the
 QO1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1330.degrees latitude (g = 980.6199 gals.).
 QO1330
 QO1330.The modeled gravity was interpolated from observed gravity values.
 QO1330
 QO1330;                    North         East    Units  Estimated Accuracy
 QO1330;SPC MN S     -   342,208.5     836,798.8     MT  (+/- 3 meters HH1 GPS) 
 QO1330
 QO1330                          SUPERSEDED SURVEY CONTROL
 QO1330
 QO1330  NGVD 29 (??/??/92)  291.992  (m)          957.98   (f) ADJ UNCH    2 1
 QO1330
 QO1330.Superseded values are not recommended for survey control.
 QO1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1330.See file dsdata.txt to determine how the superseded data were derived.
 QO1330
 QO1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5821402956(NAD 83)
 QO1330
 QO1330_MARKER: DB = BENCH MARK DISK
 QO1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1330_SP_SET: CONCRETE POST
 QO1330_STAMPING: 2780 S 1974
 QO1330_MARK LOGO: MNHD  
 QO1330_PROJECTION: FLUSH
 QO1330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1330+STABILITY: SURFACE MOTION
 QO1330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1330+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1330
 QO1330  HISTORY     - Date     Condition        Report By
 QO1330  HISTORY     - 1974     MONUMENTED       MNHD
 QO1330  HISTORY     - 1977     GOOD             MNDT
 QO1330  HISTORY     - 20030826 GOOD             MNDT
 QO1330  HISTORY     - 20030827 GOOD             MNDT
 QO1330  HISTORY     - 20051105 GOOD             USPSQD
 QO1330  HISTORY     - 20071029 GOOD             MNDT
 QO1330
 QO1330                          STATION DESCRIPTION
 QO1330
 QO1330'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1330'1.5 MI SE FROM ROGERS.
 QO1330'THE MARK IS LOCATED 1.5 MILES SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1330'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 0.55 MILE NORTHWEST OF
 QO1330'BRIDGE 27947 AT TRUNK HIGHWAY 152 NEAR THE NORTHWEST CORNER OF A
 QO1330'WOODED AREA. IT IS 83.0 FT. SOUTHWEST OF AND 2 FT. LOWER THAN THE
 QO1330'SOUTHWEST EDGE OF THE CONCRETE PAVEMENT OF EASTBOUND FAI 94 AT STENCIL
 QO1330'1745 AND MILEPOINT 209.45, 3.8 FT. NORTHEAST OF A CHAIN LINK FENCE. IT
 QO1330'IS 0.5 FT. NORTHEAST OF A STEEL WITNESS POST.
 QO1330
 QO1330                          STATION RECOVERY (2003)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1330'1.5 MILES SOUTHEAST OF JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1330'HIGHWAY 101 AT ROGERS, 0.55 MILES NORTHWEST OF INTERSTATE HIGHWAY 94
 QO1330'BRIDGE OVER TRUNK HIGHWAY 152, 83 FEET SOUTHWEST OF SOUTHWEST EDGE OF
 QO1330'EASTBOUND INTERSTATE HIGHWAY 94 AT STATION STENCIL 1745, AT INTERSTATE
 QO1330'HIGHWAY 94 MILEPOINT 209.25, 3.8 FEET NORTHEAST OF FENCE, 200 FEET
 QO1330'NORTHWEST OF CANVAS BOAT COVER BUSINESS, 0.5 FEET NORTHEAST OF WITNESS
 QO1330'POST
 QO1330
 QO1330                          STATION RECOVERY (2003)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1330'RECOVERED AS DESCRIBED.
 QO1330
 QO1330                          STATION RECOVERY (2005)
 QO1330
 QO1330'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1330'RECOVERED IN GOOD CONDITION.
 QO1330
 QO1330                          STATION RECOVERY (2007)
 QO1330
 QO1330'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1330'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST OF ANOKA, 6.8 MI (10.9
 QO1330'KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 1.3 MI (2.1 KM) SOUTHEAST OF
 QO1330'ROGERS.
 QO1330' 
 QO1330'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) SOUTHEAST OF THE JUNCTION OF
 QO1330'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.55 MI (0.9
 QO1330'KM) NORTHWEST OF INTERSTATE HIGHWAY 94 BRIDGE OVER TRUNK HIGHWAY 152,
 QO1330'83 FT (25.3 M) SOUTHWEST OF SOUTHWEST EDGE OF EASTBOUND INTERSTATE
 QO1330'HIGHWAY 94 AT STATION STENCIL 1745, AT INTERSTATE HIGHWAY 94 MI (151.2
 QO1330'KM) POINT 209.25, 3.8 FT (1.2 M) NORTHEAST OF A FENCE, 200 FT (61.0 M)
 QO1330'NORTHWEST OF CANVAS BOAT COVER BUSINESS, 0.5 FT (0.2 M) NORTHEAST OF A
 QO1330'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1329 ***********************************************************************
 QO1329  DESIGNATION -  2780 T
 QO1329  PID         -  QO1329
 QO1329  STATE/COUNTY-  MN/HENNEPIN
 QO1329  COUNTRY     -  US
 QO1329  USGS QUAD   -  ROGERS (1993)
 QO1329
 QO1329                         *CURRENT SURVEY CONTROL
 QO1329  ______________________________________________________________________
 QO1329* NAD 83(2007) POSITION- 45 11 03.15123(N) 093 32 12.46736(W)   ADJUSTED  
 QO1329* NAD 83(2007) ELLIP HT-   264.831 (meters)        (02/10/07)   ADJUSTED
 QO1329* NAD 83(2007) EPOCH   -  2002.00
 QO1329* NAVD 88 ORTHO HEIGHT -   292.861  (meters)     960.83  (feet) ADJUSTED  
 QO1329  ______________________________________________________________________
 QO1329  NAD 83(2007) X  -   -277,805.223 (meters)                     COMP
 QO1329  NAD 83(2007) Y  - -4,494,701.560 (meters)                     COMP
 QO1329  NAD 83(2007) Z  -  4,501,988.705 (meters)                     COMP
 QO1329  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC09
 QO1329  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 QO1329  DYNAMIC HEIGHT  -        292.833 (meters)      960.74  (feet) COMP
 QO1329  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 QO1329
 QO1329  VERT ORDER      -  SECOND    CLASS I
 QO1329
 QO1329  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1329  Type                                         Horiz  Ellip  Dist(km)
 QO1329  -------------------------------------------------------------------
 QO1329  NETWORK                                       0.40   0.45
 QO1329  -------------------------------------------------------------------
 QO1329  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.27      1.73
 QO1329  -------------------------------------------------------------------
 QO1329  NOTE: Click here for information on individual local accuracy
 QO1329  values and other accuracy information.
 QO1329
 QO1329
 QO1329.The horizontal coordinates were established by GPS observations
 QO1329.and adjusted by the National Geodetic Survey in February 2007.
 QO1329
 QO1329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1329.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1329
 QO1329.The horizontal coordinates are valid at the epoch date displayed above
 QO1329.which is a decimal equivalence of Year/Month/Day.
 QO1329
 QO1329.The orthometric height was determined by differential leveling and
 QO1329.adjusted in June 1991.
 QO1329
 QO1329.Photographs are available for this station.
 QO1329
 QO1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1329
 QO1329.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1329
 QO1329.The ellipsoidal height was determined by GPS observations
 QO1329.and is referenced to NAD 83.
 QO1329
 QO1329.The dynamic height is computed by dividing the NAVD 88
 QO1329.geopotential number by the normal gravity value computed on the
 QO1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1329.degrees latitude (g = 980.6199 gals.).
 QO1329
 QO1329.The modeled gravity was interpolated from observed gravity values.
 QO1329
 QO1329. The following values were computed from the NAD 83(2007) position.
 QO1329
 QO1329;                    North         East     Units Scale Factor Converg.
 QO1329;SPC MN S     -   342,801.189   836,404.468   MT  0.99999307   +0 19 28.8
 QO1329;SPC MN S     - 1,124,673.57  2,744,103.66   sFT  0.99999307   +0 19 28.8
 QO1329;UTM  15      - 5,003,554.121   457,828.013   MT  0.99962187   -0 22 50.9
 QO1329
 QO1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1329!SPC MN S     -   0.99995848  x   0.99999307  =   0.99995155
 QO1329!UTM  15      -   0.99995848  x   0.99962187  =   0.99958037
 QO1329
 QO1329:                Primary Azimuth Mark                     Grid Az
 QO1329:SPC MN S     -  2780 U                                   313 09 45.9
 QO1329:UTM  15      -  2780 U                                   313 52 05.6
 QO1329
 QO1329|---------------------------------------------------------------------|
 QO1329| PID    Reference Object                     Distance      Geod. Az  |
 QO1329|                                                           dddmmss.s |
 QO1329| QO1328 2780 U                              APPROX. 0.8 KM 3132914.7 |
 QO1329|---------------------------------------------------------------------|
 QO1329
 QO1329                          SUPERSEDED SURVEY CONTROL
 QO1329
 QO1329  NAD 83(1996)-  45 11 03.15114(N)    093 32 12.46652(W) AD(       ) 1
 QO1329  ELLIP H (01/02/04)  264.856  (m)                       GP(       ) 3 1
 QO1329  NAVD 88 (01/02/04)  292.86   (m)          960.8    (f) LEVELING    3  
 QO1329  NGVD 29 (??/??/92)  292.751  (m)          960.47   (f) ADJ UNCH    2 1
 QO1329
 QO1329.Superseded values are not recommended for survey control.
 QO1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1329.See file dsdata.txt to determine how the superseded data were derived.
 QO1329
 QO1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5782803554(NAD 83)
 QO1329
 QO1329_MARKER: DB = BENCH MARK DISK
 QO1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1329_SP_SET: CONCRETE POST
 QO1329_STAMPING: 2780 T 1974
 QO1329_MARK LOGO: MNHD  
 QO1329_PROJECTION: FLUSH
 QO1329_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1329+STABILITY: SURFACE MOTION
 QO1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1329+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1329
 QO1329  HISTORY     - Date     Condition        Report By
 QO1329  HISTORY     - 1974     MONUMENTED       MNHD
 QO1329  HISTORY     - 1977     GOOD             MNDT
 QO1329  HISTORY     - 20030827 GOOD             MNDT
 QO1329  HISTORY     - 20051105 GOOD             USPSQD
 QO1329  HISTORY     - 20071029 GOOD             MNDT
 QO1329
 QO1329                          STATION DESCRIPTION
 QO1329
 QO1329'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1329'1.0 MI SE FROM ROGERS.
 QO1329'THE MARK IS LOCATED 1.0 MILE SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1329'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 1 MILE NORTHWEST OF FAI
 QO1329'94 BRIDGE 27947 AT TRUNK HIGHWAY 152. IT IS 83.8 FT. NORTHEAST OF AND
 QO1329'3 FT. LOWER THAN THE NORTHEAST EDGE OF THE CONCRETE PAVEMENT OF FAI
 QO1329'94 WESTBOUND AT MILEPOINT 209.0 (ENGINEER STATION 1721+50) AND 3.0
 QO1329'FT. SOUTHWEST OF A CHAIN LINK FENCE. IT IS 0.6 FT. SOUTHWEST OF A
 QO1329'STEEL WITNESS POST.
 QO1329
 QO1329                          STATION RECOVERY (2003)
 QO1329
 QO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1329'THE MARK WAS RECOVERED 1 MILE SE OF ROGERS, 1 MI (1.6 KM) NW OF COUNTY
 QO1329'ROAD 101 BRIDGE
 QO1329'OVER INTERSTATE HIGHWAY 94, 83.8 FT (25.5 M) NE OF NE EDGE OF
 QO1329'WESTBOUND INTERSTATE
 QO1329'HIGHWAY 94 AT MILEPOINT 208.80 , 3 FT (0.9 M) SW OF FENCE, 2.4 FT (0.7
 QO1329'M) SW OF WITNESS POST.
 QO1329'
 QO1329
 QO1329                          STATION RECOVERY (2005)
 QO1329
 QO1329'RECOVERY NOTE BY US POWER SQUADRON 2005 (NDM)
 QO1329'RECOVERED IN GOOD CONDITION.
 QO1329
 QO1329                          STATION RECOVERY (2007)
 QO1329
 QO1329'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1329'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF ANOKA, 6.5 MI (10.5
 QO1329'KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 0.9 MI (1.4 KM) EAST-SOUTHEAST
 QO1329'OF ROGERS.
 QO1329' 
 QO1329'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTHEAST OF THE JUNCTION OF
 QO1329'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 1 MI (1.6 KM)
 QO1329'NORTHWEST OF INTERSTATE HIGHWAY 94 BRIDGE OVER TRUNK HIGHWAY 152, AT
 QO1329'INTERSTATE HIGHWAY 94 MI (151.2 KM) POINT 208.80, 83.8 FT (25.5 M)
 QO1329'NORTHEAST OF NORTHEAST EDGE OF WESTBOUND INTERSTATE HIGHWAY 94, 3 FT
 QO1329'(0.9 M) SOUTHWEST OF A FENCE, 2.4 FT (0.7 M) SOUTHWEST OF A WITNESS
 QO1329'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1328 ***********************************************************************
 QO1328  DESIGNATION -  2780 U
 QO1328  PID         -  QO1328
 QO1328  STATE/COUNTY-  MN/HENNEPIN
 QO1328  COUNTRY     -  US
 QO1328  USGS QUAD   -  ROGERS (1993)
 QO1328
 QO1328                         *CURRENT SURVEY CONTROL
 QO1328  ______________________________________________________________________
 QO1328* NAD 83(2007) POSITION- 45 11 21.56615(N) 093 32 39.92326(W)   ADJUSTED  
 QO1328* NAD 83(2007) ELLIP HT-   265.820 (meters)        (02/10/07)   ADJUSTED
 QO1328* NAD 83(2007) EPOCH   -  2002.00
 QO1328* NAVD 88 ORTHO HEIGHT -   293.865  (meters)     964.12  (feet) ADJUSTED  
 QO1328  ______________________________________________________________________
 QO1328  NAD 83(2007) X  -   -278,378.620 (meters)                     COMP
 QO1328  NAD 83(2007) Y  - -4,494,262.704 (meters)                     COMP
 QO1328  NAD 83(2007) Z  -  4,502,390.091 (meters)                     COMP
 QO1328  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC09
 QO1328  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 QO1328  DYNAMIC HEIGHT  -        293.837 (meters)      964.03  (feet) COMP
 QO1328  MODELED GRAVITY -    980,514.2   (mgal)                       NAVD 88
 QO1328
 QO1328  VERT ORDER      -  SECOND    CLASS I
 QO1328
 QO1328  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1328  Type                                         Horiz  Ellip  Dist(km)
 QO1328  -------------------------------------------------------------------
 QO1328  NETWORK                                       0.37   0.43
 QO1328  -------------------------------------------------------------------
 QO1328  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.31   0.25      2.07
 QO1328  -------------------------------------------------------------------
 QO1328  NOTE: Click here for information on individual local accuracy
 QO1328  values and other accuracy information.
 QO1328
 QO1328
 QO1328.The horizontal coordinates were established by GPS observations
 QO1328.and adjusted by the National Geodetic Survey in February 2007.
 QO1328
 QO1328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1328
 QO1328.The horizontal coordinates are valid at the epoch date displayed above
 QO1328.which is a decimal equivalence of Year/Month/Day.
 QO1328
 QO1328.The orthometric height was determined by differential leveling and
 QO1328.adjusted in February 2010.
 QO1328
 QO1328.Photographs are available for this station.
 QO1328
 QO1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1328
 QO1328.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1328
 QO1328.The ellipsoidal height was determined by GPS observations
 QO1328.and is referenced to NAD 83.
 QO1328
 QO1328.The dynamic height is computed by dividing the NAVD 88
 QO1328.geopotential number by the normal gravity value computed on the
 QO1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1328.degrees latitude (g = 980.6199 gals.).
 QO1328
 QO1328.The modeled gravity was interpolated from observed gravity values.
 QO1328
 QO1328. The following values were computed from the NAD 83(2007) position.
 QO1328
 QO1328;                    North         East     Units Scale Factor Converg.
 QO1328;SPC MN S     -   343,366.295   835,801.907   MT  0.99999414   +0 19 09.6
 QO1328;SPC MN S     - 1,126,527.59  2,742,126.76   sFT  0.99999414   +0 19 09.6
 QO1328;UTM  15      - 5,004,126.390   457,232.677   MT  0.99962249   -0 23 10.5
 QO1328
 QO1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1328!SPC MN S     -   0.99995833  x   0.99999414  =   0.99995247
 QO1328!UTM  15      -   0.99995833  x   0.99962249  =   0.99958083
 QO1328
 QO1328:                Primary Azimuth Mark                     Grid Az
 QO1328:SPC MN S     -  2780 T                                   133 09 45.6
 QO1328:UTM  15      -  2780 T                                   133 52 05.7
 QO1328
 QO1328|---------------------------------------------------------------------|
 QO1328| PID    Reference Object                     Distance      Geod. Az  |
 QO1328|                                                           dddmmss.s |
 QO1328| QO1329 2780 T                              APPROX. 0.8 KM 1332855.2 |
 QO1328|---------------------------------------------------------------------|
 QO1328
 QO1328                          SUPERSEDED SURVEY CONTROL
 QO1328
 QO1328  NAD 83(1996)-  45 11 21.56590(N)    093 32 39.92280(W) AD(       ) 1
 QO1328  ELLIP H (11/19/03)  265.855  (m)                       GP(       ) 3 2
 QO1328  NAVD 88 (11/19/03)  293.87   (m)          964.1    (f) LEVELING    3  
 QO1328  NAVD 88 (06/15/91)  293.872  (m)          964.15   (f) SUPERSEDED  2 1
 QO1328  NGVD 29 (??/??/92)  293.759  (m)          963.77   (f) ADJ UNCH    2 1
 QO1328
 QO1328.Superseded values are not recommended for survey control.
 QO1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1328.See file dsdata.txt to determine how the superseded data were derived.
 QO1328
 QO1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5723204126(NAD 83)
 QO1328
 QO1328_MARKER: DB = BENCH MARK DISK
 QO1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1328_SP_SET: CONCRETE POST
 QO1328_STAMPING: 2780 U 1974
 QO1328_MARK LOGO: MNHD  
 QO1328_PROJECTION: RECESSED 5 CENTIMETERS
 QO1328_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1328+STABILITY: SURFACE MOTION
 QO1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1328+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2007
 QO1328
 QO1328  HISTORY     - Date     Condition        Report By
 QO1328  HISTORY     - 1974     MONUMENTED       MNHD
 QO1328  HISTORY     - 1977     GOOD             MNDT
 QO1328  HISTORY     - 20030401 GOOD             MNDT
 QO1328  HISTORY     - 20030827 GOOD             MNDT
 QO1328  HISTORY     - 20071029 GOOD             MNDT
 QO1328
 QO1328                          STATION DESCRIPTION
 QO1328
 QO1328'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1328'0.5 MI SE FROM ROGERS.
 QO1328'THE MARK IS LOCATED 0.5 MILE SOUTHEAST ALONG FAI 94 FROM THE JUNCTION
 QO1328'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS. IT IS 82.0 FT. SOUTHWEST OF
 QO1328'THE SOUTHWEST EDGE OF CONCRETE PAVEMENT OF EASTBOUND FAI 94 AT STENCIL
 QO1328'1895 AND MILEPOINT 208.45, 54.5 FT. SOUTHEAST OF THE SOUTHEAST RANGE
 QO1328'LINE OF A ONE STORY METAL BUILDING (CROSSTOWN MARINE), AND 5.0 FEET
 QO1328'NORTHEAST OF A CHAIN LINK FENCE. IT IS 0.5 FT. NORTHEAST OF A STEEL
 QO1328'WITNESS POST.
 QO1328
 QO1328                          STATION RECOVERY (2003)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1328'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  AT FAI 94 MP
 QO1328'208.3.  THE MARK IS RECESSED 1 INCH, AND MAGNETIC.  THE MARK IS A
 QO1328'MINNESOTA HIGHWAY DEPT BENCH MARK DISK SET BY SAME IN 1974.
 QO1328
 QO1328                          STATION RECOVERY (2003)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1328'RECOVERED AS DESCRIBED.
 QO1328
 QO1328                          STATION RECOVERY (2007)
 QO1328
 QO1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1328'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF ANOKA, 6.1 MI (9.8
 QO1328'KM) EAST-SOUTHEAST OF SAINT MICHAEL AND 0.4 MI (0.6 KM) EAST OF
 QO1328'ROGERS.
 QO1328' 
 QO1328'TO REACH TO THE MARK GO 0.55 MI (0.9 KM) SOUTHEAST OF THE JUNCTION OF
 QO1328'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 82 FT (25.0 M)
 QO1328'SOUTHWEST OF SOUTHWEST EDGE OF EASTBOUND INTERSTATE HIGHWAY 94 AT
 QO1328'STATION STENCIL 1895, AT INTERSTATE HIGHWAY 94 MI (151.2 KM) POINT
 QO1328'208.30, 5 FT (1.5 M) NORTHEAST OF A FENCE, 4.3 FT (1.3 M) NORTHEAST OF
 QO1328'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1283 ***********************************************************************
 QO1283  DESIGNATION -  2780 V
 QO1283  PID         -  QO1283
 QO1283  STATE/COUNTY-  MN/HENNEPIN
 QO1283  COUNTRY     -  US
 QO1283  USGS QUAD   -  ROGERS (1993)
 QO1283
 QO1283                         *CURRENT SURVEY CONTROL
 QO1283  ______________________________________________________________________
 QO1283* NAD 83(1986) POSITION- 45 11 39.90   (N) 093 33 08.36   (W)   HD_HELD1  
 QO1283* NAVD 88 ORTHO HEIGHT -   298.945  (meters)     980.79  (feet) ADJUSTED  
 QO1283  ______________________________________________________________________
 QO1283  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 QO1283  DYNAMIC HEIGHT  -        298.916 (meters)      980.69  (feet) COMP
 QO1283  MODELED GRAVITY -    980,514.5   (mgal)                       NAVD 88
 QO1283
 QO1283  VERT ORDER      -  SECOND    CLASS I
 QO1283
 QO1283.The horizontal coordinates were established by differentially corrected
 QO1283.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1283.
 QO1283.The orthometric height was determined by differential leveling and
 QO1283.adjusted in June 1991.
 QO1283
 QO1283.Photographs are available for this station.
 QO1283
 QO1283.The dynamic height is computed by dividing the NAVD 88
 QO1283.geopotential number by the normal gravity value computed on the
 QO1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1283.degrees latitude (g = 980.6199 gals.).
 QO1283
 QO1283.The modeled gravity was interpolated from observed gravity values.
 QO1283
 QO1283;                    North         East    Units  Estimated Accuracy
 QO1283;SPC MN S     -   343,928.8     835,178.1     MT  (+/- 3 meters HH1 GPS) 
 QO1283
 QO1283                          SUPERSEDED SURVEY CONTROL
 QO1283
 QO1283  NGVD 29 (??/??/92)  298.830  (m)          980.41   (f) ADJ UNCH    2 1
 QO1283
 QO1283.Superseded values are not recommended for survey control.
 QO1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1283.See file dsdata.txt to determine how the superseded data were derived.
 QO1283
 QO1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5661604696(NAD 83)
 QO1283
 QO1283_MARKER: DB = BENCH MARK DISK
 QO1283_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1283_SP_SET: BRIDGE ABUTMENT
 QO1283_STAMPING: 2780 V 1974
 QO1283_MARK LOGO: MNHD  
 QO1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1283+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2009
 QO1283
 QO1283  HISTORY     - Date     Condition        Report By
 QO1283  HISTORY     - 1974     MONUMENTED       MNHD
 QO1283  HISTORY     - 1977     GOOD             MNDT
 QO1283  HISTORY     - 1978     GOOD             MNDT
 QO1283  HISTORY     - 20030827 GOOD             MNDT
 QO1283  HISTORY     - 20071008 GOOD             MNDT
 QO1283  HISTORY     - 20090326 GOOD             MNDT
 QO1283
 QO1283                          STATION DESCRIPTION
 QO1283
 QO1283'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1283'IN ROGERS.
 QO1283'THE MARK IS LOCATED AT ROGERS, AT THE JUNCTION OF FAI 94 AND TRUNK
 QO1283'HIGHWAY 101, AT FAI 94 MILEPOINT 207.95. THE MARK IS 30.0 FT. EAST AND
 QO1283'1 FT. LOWER THAN THE NORTHBOUND CENTERLINE OF TRUNK HIGHWAY 101 AT
 QO1283'MILEPOINT 39.8 IT IS CEMENTED IN THE SOUTHEAST CORNER ABUTMENT OF FAI
 QO1283'94 BRIDGE 27945, 1.0 FT. NORTHEAST OF THE SOUTH END OF THE EAST STEEL
 QO1283'BRIDGE RAILING.
 QO1283
 QO1283                          STATION RECOVERY (1978)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 QO1283'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 152 AND FAI 94 IN ROGERS.
 QO1283'IT IS A STANDARD DISK IN THE EAST END OF THE SOUTH ABUTMENT OF BRIDGE
 QO1283'NUMBER 27945, TRUNK HIGHWAY 101 OVER FAI 94. THE MARK IS AT TRUNK
 QO1283'HIGHWAY 101 MILE MARKER 39.8.
 QO1283
 QO1283                          STATION RECOVERY (2003)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1283'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QO1283
 QO1283                          STATION RECOVERY (2007)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO1283'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTH OF ELK RIVER, 5.6 MI
 QO1283'(9.0 KM) EAST OF SAINT MICHAEL AND 0.4 MI (0.6 KM) NORTH OF ROGERS.
 QO1283' 
 QO1283'TO REACH TO THE MARK AT ROGERS, AT THE JUNCTION OF INTERSTATE HIGHWAY
 QO1283'94 AND TRUNK HIGHWAY 101, AT INTERSTATE HIGHWAY 94 MILE POINT 207.95,
 QO1283'IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 101 BRIDGE 27945 OVER
 QO1283'INTERSTATE HIGHWAY 94, 30 FT (9.1 M) EAST OF NORTHBOUND TRUNK HIGHWAY
 QO1283'101, 1 FT (0.3 M) NORTHEAST OF SOUTH END OF EAST BRIDGE RAILING.
 QO1283
 QO1283                          STATION RECOVERY (2009)
 QO1283
 QO1283'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1283'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1327 ***********************************************************************
 QO1327  DESIGNATION -  2780 W
 QO1327  PID         -  QO1327
 QO1327  STATE/COUNTY-  MN/HENNEPIN
 QO1327  COUNTRY     -  US
 QO1327  USGS QUAD   -  ROGERS (1993)
 QO1327
 QO1327                         *CURRENT SURVEY CONTROL
 QO1327  ______________________________________________________________________
 QO1327* NAD 83(1986) POSITION- 45 12 05.43   (N) 093 34 10.47   (W)   HD_HELD1  
 QO1327* NAVD 88 ORTHO HEIGHT -   275.761  (meters)     904.73  (feet) ADJUSTED  
 QO1327  ______________________________________________________________________
 QO1327  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 QO1327  DYNAMIC HEIGHT  -        275.735 (meters)      904.64  (feet) COMP
 QO1327  MODELED GRAVITY -    980,515.3   (mgal)                       NAVD 88
 QO1327
 QO1327  VERT ORDER      -  SECOND    CLASS I
 QO1327
 QO1327.The horizontal coordinates were established by differentially corrected
 QO1327.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1327.
 QO1327.The orthometric height was determined by differential leveling and
 QO1327.adjusted in June 1991.
 QO1327
 QO1327.Photographs are available for this station.
 QO1327
 QO1327.The dynamic height is computed by dividing the NAVD 88
 QO1327.geopotential number by the normal gravity value computed on the
 QO1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1327.degrees latitude (g = 980.6199 gals.).
 QO1327
 QO1327.The modeled gravity was interpolated from observed gravity values.
 QO1327
 QO1327;                    North         East    Units  Estimated Accuracy
 QO1327;SPC MN S     -   344,709.7     833,818.2     MT  (+/- 3 meters HH1 GPS) 
 QO1327
 QO1327                          SUPERSEDED SURVEY CONTROL
 QO1327
 QO1327  NGVD 29 (??/??/92)  275.648  (m)          904.36   (f) ADJ UNCH    2 1
 QO1327
 QO1327.Superseded values are not recommended for survey control.
 QO1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1327.See file dsdata.txt to determine how the superseded data were derived.
 QO1327
 QO1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5526605493(NAD 83)
 QO1327
 QO1327_MARKER: DB = BENCH MARK DISK
 QO1327_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1327_SP_SET: BOX CULVERT HEADWALL
 QO1327_STAMPING: 2780 W 1974
 QO1327_MARK LOGO: MNHD  
 QO1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1327+STABILITY: SURFACE MOTION
 QO1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1327+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2009
 QO1327
 QO1327  HISTORY     - Date     Condition        Report By
 QO1327  HISTORY     - 1974     MONUMENTED       MNHD
 QO1327  HISTORY     - 1977     GOOD             MNDT
 QO1327  HISTORY     - 20030401 GOOD             MNDT
 QO1327  HISTORY     - 20071102 GOOD             MNDT
 QO1327  HISTORY     - 20090324 GOOD             MNDT
 QO1327
 QO1327                          STATION DESCRIPTION
 QO1327
 QO1327'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1327'1.0 MI NW FROM ROGERS.
 QO1327'THE MARK IS LOCATED 1.0 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1327'OF FAI 94 AND TRUNK HIGHWAY 101 IN ROGERS AND 0.9 MILE SOUTHEAST
 QO1327'ALONG FAI 94 FROM BRIDGE 27943 AT CROW RIVER (HENNEPIN WRIGHT COUNTY
 QO1327'LINE). IT IS 160 FT. SOUTHWEST OF AND 8 FT. LOWER THAN THE EASTBOUND
 QO1327'CENTERLINE OF FAI 94 AT MILEPOINT 206.8 (ENGINEER STATION 1615+5),
 QO1327'35 FT. SOUTH OF AND 5 FT. LOWER THAN THE CENTERLINE OF OLD TRUNK
 QO1327'HIGHWAY 152, AND CEMENTED IN THE SOUTHEAST END (WINGWALL) OF A 6 BY 6
 QO1327'FT. CONCRETE BOX CULVERT AT A SMALL CREEK.
 QO1327
 QO1327                          STATION RECOVERY (2003)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1327'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO1327'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QO1327'DEPT BENCH MARK DISK AND WAS SET BY SAME IN 1974.
 QO1327
 QO1327                          STATION RECOVERY (2007)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1327'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH OF ELK RIVER, 4.7 MI
 QO1327'(7.6 KM) EAST OF SAINT MICHAEL AND 1.2 MI (1.9 KM) NORTHWEST OF
 QO1327'ROGERS.
 QO1327' 
 QO1327'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTHWEST OF THE JUNCTION OF
 QO1327'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 1.9 MI (3.1 KM)
 QO1327'SOUTHEAST OF INTERSTATE HIGHWAY 94 BRIDGE AT CROW RIVER AND COUNTY
 QO1327'LINE, AT INTERSTATE HIGHWAY 94 MI (151.2 KM) POINT 206.8, IN SOUTHEAST
 QO1327'WING WALL OF OLD TRUNK HIGHWAY 152 BOX CULVERT AT SMALL CREEK, 35 FT
 QO1327'(10.7 M) SOUTH OF OLD TRUNK HIGHWAY 152, 160 FT (48.8 M) SOUTHWEST OF
 QO1327'EASTBOUND INTERSTATE HIGHWAY 94.
 QO1327
 QO1327                          STATION RECOVERY (2009)
 QO1327
 QO1327'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1327'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1326 ***********************************************************************
 QO1326  DESIGNATION -  2780 X
 QO1326  PID         -  QO1326
 QO1326  STATE/COUNTY-  MN/HENNEPIN
 QO1326  COUNTRY     -  US
 QO1326  USGS QUAD   -  ROGERS (1993)
 QO1326
 QO1326                         *CURRENT SURVEY CONTROL
 QO1326  ______________________________________________________________________
 QO1326* NAD 83(1986) POSITION- 45 12 21.47   (N) 093 34 36.29   (W)   HD_HELD1  
 QO1326* NAVD 88 ORTHO HEIGHT -   269.830  (meters)     885.27  (feet) ADJUSTED  
 QO1326  ______________________________________________________________________
 QO1326  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 QO1326  DYNAMIC HEIGHT  -        269.804 (meters)      885.18  (feet) COMP
 QO1326  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 QO1326
 QO1326  VERT ORDER      -  SECOND    CLASS I
 QO1326
 QO1326.The horizontal coordinates were established by differentially corrected
 QO1326.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1326.
 QO1326.The orthometric height was determined by differential leveling and
 QO1326.adjusted in June 1991.
 QO1326
 QO1326.Photographs are available for this station.
 QO1326
 QO1326.The dynamic height is computed by dividing the NAVD 88
 QO1326.geopotential number by the normal gravity value computed on the
 QO1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1326.degrees latitude (g = 980.6199 gals.).
 QO1326
 QO1326.The modeled gravity was interpolated from observed gravity values.
 QO1326
 QO1326;                    North         East    Units  Estimated Accuracy
 QO1326;SPC MN S     -   345,201.9     833,252.1     MT  (+/- 3 meters HH1 GPS) 
 QO1326
 QO1326                          SUPERSEDED SURVEY CONTROL
 QO1326
 QO1326  NGVD 29 (??/??/92)  269.717  (m)          884.90   (f) ADJ UNCH    2 1
 QO1326
 QO1326.Superseded values are not recommended for survey control.
 QO1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1326.See file dsdata.txt to determine how the superseded data were derived.
 QO1326
 QO1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5470605992(NAD 83)
 QO1326
 QO1326_MARKER: DB = BENCH MARK DISK
 QO1326_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1326_SP_SET: BOX CULVERT HEADWALL
 QO1326_STAMPING: 2780 X 1977
 QO1326_MARK LOGO: MNDT  
 QO1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1326+STABILITY: SURFACE MOTION
 QO1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1326+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2009
 QO1326
 QO1326  HISTORY     - Date     Condition        Report By
 QO1326  HISTORY     - 1977     MONUMENTED       MNDT
 QO1326  HISTORY     - 20030401 GOOD             MNDT
 QO1326  HISTORY     - 20071102 GOOD             MNDT
 QO1326  HISTORY     - 20090324 GOOD             MNDT
 QO1326
 QO1326                          STATION DESCRIPTION
 QO1326
 QO1326'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1326'1.4 MI NW FROM ROGERS.
 QO1326'THE MARK IS LOCATED 1.5 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1326'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 0.45 MILE SOUTHEAST OF
 QO1326'FAI 94 BRIDGE 27944 AT TOWNSHIP ROAD 44. IT IS 81.0 FT. SOUTHWEST OF
 QO1326'AND 15 FT. LOWER THAN THE CENTERLINE OF EASTBOUND FAI 94 AT MILEPOINT
 QO1326'206.3. IT IS CEMENTED IN THE SOUTHEAST CORNER (WINGWALL) OF A 6 BY 6
 QO1326'FOOT BOX CULVERT UNDER FAI 94 EASTBOUND.
 QO1326
 QO1326                          STATION RECOVERY (2003)
 QO1326
 QO1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1326'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO1326'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QO1326'DEPT BENCH MARK DISK SET BY SAME IN 1977.
 QO1326
 QO1326                          STATION RECOVERY (2007)
 QO1326
 QO1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1326'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH OF ELK RIVER, 4.3 MI
 QO1326'(6.9 KM) EAST OF SAINT MICHAEL AND 1.7 MI (2.7 KM) NORTHWEST OF
 QO1326'ROGERS.
 QO1326' 
 QO1326'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTHWEST OF THE JUNCTION OF
 QO1326'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.45 MI (0.7
 QO1326'KM) SOUTHEAST OF TOWNSHIP ROAD BRIDGE 27944, AT INTERSTATE HIGHWAY 94
 QO1326'MILE POINT 206.3, 81 FT (24.7 M) SOUTHWEST OF EASTBOUND INTERSTATE
 QO1326'HIGHWAY 94, IN SOUTHEAST WING WALL OF EASTBOUND INTERSTATE HIGHWAY 94
 QO1326'BOX CULVERT.
 QO1326
 QO1326                          STATION RECOVERY (2009)
 QO1326
 QO1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1325 ***********************************************************************
 QO1325  DESIGNATION -  2780 Y
 QO1325  PID         -  QO1325
 QO1325  STATE/COUNTY-  MN/HENNEPIN
 QO1325  COUNTRY     -  US
 QO1325  USGS QUAD   -  ROGERS (1993)
 QO1325
 QO1325                         *CURRENT SURVEY CONTROL
 QO1325  ______________________________________________________________________
 QO1325* NAD 83(1986) POSITION- 45 12 38.27   (N) 093 34 58.63   (W)   HD_HELD1  
 QO1325* NAVD 88 ORTHO HEIGHT -   274.658  (meters)     901.11  (feet) ADJUSTED  
 QO1325  ______________________________________________________________________
 QO1325  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 QO1325  DYNAMIC HEIGHT  -        274.632 (meters)      901.02  (feet) COMP
 QO1325  MODELED GRAVITY -    980,517.0   (mgal)                       NAVD 88
 QO1325
 QO1325  VERT ORDER      -  SECOND    CLASS I
 QO1325
 QO1325.The horizontal coordinates were established by differentially corrected
 QO1325.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1325.
 QO1325.The orthometric height was determined by differential leveling and
 QO1325.adjusted in July 2011.
 QO1325
 QO1325.Photographs are available for this station.
 QO1325
 QO1325.The dynamic height is computed by dividing the NAVD 88
 QO1325.geopotential number by the normal gravity value computed on the
 QO1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1325.degrees latitude (g = 980.6199 gals.).
 QO1325
 QO1325.The modeled gravity was interpolated from observed gravity values.
 QO1325
 QO1325;                    North         East    Units  Estimated Accuracy
 QO1325;SPC MN S     -   345,718.0     832,762.0     MT  (+/- 3 meters HH1 GPS) 
 QO1325
 QO1325                          SUPERSEDED SURVEY CONTROL
 QO1325
 QO1325  NAVD 88 (06/15/91)  274.678  (m)          901.17   (f) SUPERSEDED  2 1
 QO1325  NGVD 29 (??/??/92)  274.566  (m)          900.81   (f) ADJ UNCH    2 1
 QO1325
 QO1325.Superseded values are not recommended for survey control.
 QO1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1325.See file dsdata.txt to determine how the superseded data were derived.
 QO1325
 QO1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5422306514(NAD 83)
 QO1325
 QO1325_MARKER: DB = BENCH MARK DISK
 QO1325_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1325_SP_SET: BRIDGE ABUTMENT
 QO1325_STAMPING: 2780 Y 1977
 QO1325_MARK LOGO: MNHD  
 QO1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1325+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2009
 QO1325
 QO1325  HISTORY     - Date     Condition        Report By
 QO1325  HISTORY     - 1977     MONUMENTED       MNHD
 QO1325  HISTORY     - 20030401 GOOD             MNDT
 QO1325  HISTORY     - 20030827 GOOD             MNDT
 QO1325  HISTORY     - 20071102 GOOD             MNDT
 QO1325  HISTORY     - 20090324 GOOD             MNDT
 QO1325
 QO1325                          STATION DESCRIPTION
 QO1325
 QO1325'DESCRIBED BY MN HIGHWAY DEPT 1977
 QO1325'1.9 MI NW FROM ROGERS.
 QO1325'THE MARK IS LOCATED 2.0 MILES NORTHWEST ALONG FAI 94 FROM THE JUNCTION
 QO1325'OF FAI 94 AND TRUNK HIGHWAY 101 AT ROGERS AND 0.5 MILE SOUTHEAST OF
 QO1325'BRIDGE 27943 AT THE CROW RIVER HENNEPIN WRIGHT COUNTY LINE AT FAI 94
 QO1325'MILEPOINT 205.8. IT IS 21 FT. SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 QO1325'OF TOWNSHIP ROAD 44. IT IS CEMENTED IN THE SOUTHEAST CORNER OF FAI
 QO1325'94 BRIDGE 27944.
 QO1325
 QO1325                          STATION RECOVERY (2003)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 QO1325'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO1325'NOT SUITABLE FOR GPS OBSERVATIONS.  THE DISK IS A MINNESOTA HIGHWAY
 QO1325'DEPT BENCH MARK DISK.
 QO1325
 QO1325                          STATION RECOVERY (2003)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 QO1325'2.0 MILES NORTHWEST OF JUNCTION OF INTERSTATE HIGHWAY 94 AND TRUNK
 QO1325'HIGHWAY 101 AT ROGERS, 0.5 MILES SOUTHEAST OF COUNTY LINE AND CROW
 QO1325'RIVER, AT INTERSTATE HIGHWAY 94 MILEPOINT 205.8, 21 FEET SOUTH OF
 QO1325'TOWNSHIP ROAD, IN SOUTHEAST CORNER OF TOWNSHIP ROAD BRIDGE 27944 OVER
 QO1325'INTERSTATE HIGHWAY 94
 QO1325
 QO1325                          STATION RECOVERY (2007)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 QO1325'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF ELK RIVER, 4.0 MI
 QO1325'(6.4 KM) EAST OF SAINT MICHAEL AND 2.1 MI (3.4 KM) NORTHWEST OF
 QO1325'ROGERS.
 QO1325' 
 QO1325'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) NORTHWEST OF THE JUNCTION OF
 QO1325'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 101 AT ROGERS, 0.5 MI (0.8 KM)
 QO1325'SOUTHEAST OF COUNTY LINE AND CROW RIVER, AT INTERSTATE HIGHWAY 94 MI
 QO1325'(151.2 KM) POINT 205.8, 21 FT (6.4 M) SOUTH OF TRUNK HIGHWAY 144, IN
 QO1325'SOUTHEAST CORNER OF TRUNK HIGHWAY 144 BRIDGE 27944 OVER INTERSTATE
 QO1325'HIGHWAY 94.
 QO1325
 QO1325                          STATION RECOVERY (2009)
 QO1325
 QO1325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO1325'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0544 ***********************************************************************
 QO0544  DESIGNATION -  2781 A
 QO0544  PID         -  QO0544
 QO0544  STATE/COUNTY-  MN/HENNEPIN
 QO0544  COUNTRY     -  US
 QO0544  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO0544
 QO0544                         *CURRENT SURVEY CONTROL
 QO0544  ______________________________________________________________________
 QO0544* NAD 83(1986) POSITION- 45 04 00.     (N) 093 17 09.     (W)   SCALED    
 QO0544* NAVD 88 ORTHO HEIGHT -   256.600  (meters)     841.86  (feet) ADJUSTED  
 QO0544  ______________________________________________________________________
 QO0544  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO0544  DYNAMIC HEIGHT  -        256.598 (meters)      841.86  (feet) COMP
 QO0544  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO0544
 QO0544  VERT ORDER      -  SECOND    CLASS I
 QO0544
 QO0544.The horizontal coordinates were scaled from a topographic map and have
 QO0544.an estimated accuracy of +/- 6 seconds.
 QO0544.
 QO0544.The orthometric height was determined by differential leveling and
 QO0544.adjusted in June 1991.
 QO0544
 QO0544.The dynamic height is computed by dividing the NAVD 88
 QO0544.geopotential number by the normal gravity value computed on the
 QO0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0544.degrees latitude (g = 980.6199 gals.).
 QO0544
 QO0544.The modeled gravity was interpolated from observed gravity values.
 QO0544
 QO0544;                    North         East    Units  Estimated Accuracy
 QO0544;SPC MN S     -   329,880.      856,240.      MT  (+/- 180 meters Scaled)
 QO0544
 QO0544                          SUPERSEDED SURVEY CONTROL
 QO0544
 QO0544  NGVD 29 (??/??/92)  256.539  (m)          841.66   (f) ADJ UNCH    2 0
 QO0544
 QO0544.Superseded values are not recommended for survey control.
 QO0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0544.See file dsdata.txt to determine how the superseded data were derived.
 QO0544
 QO0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK774903(NAD 83)
 QO0544
 QO0544_MARKER: DB = BENCH MARK DISK
 QO0544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0544_SP_SET: BRIDGE ABUTMENT
 QO0544_STAMPING: 2781 A 1967
 QO0544_MARK LOGO: MNHD  
 QO0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0544+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO0544
 QO0544  HISTORY     - Date     Condition        Report By
 QO0544  HISTORY     - 1967     MONUMENTED       MNHD
 QO0544  HISTORY     - 1969     GOOD             MNDT
 QO0544  HISTORY     - 19860209 GOOD             MNDT
 QO0544  HISTORY     - 19871005 GOOD             MNDT
 QO0544  HISTORY     - 20080520 GOOD             MNDT
 QO0544
 QO0544                          STATION DESCRIPTION
 QO0544
 QO0544'DESCRIBED BY MN HIGHWAY DEPT 1967
 QO0544'IN BROOKLYN CENTER.
 QO0544'MARK IS LOCATED IN THE SE1/4, SECTION 36, T119N, R21W.  AT THE
 QO0544'WESTBOUND F.A.I. 94 OVER T.H. 169 BRIDGE.  MARK IS A STANDARD
 QO0544'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2781 A 1967, SET IN THE
 QO0544'SOUTHWEST CORNER ABUTMENT OF BRIDGE (NO. 27805).
 QO0544
 QO0544                          STATION RECOVERY (1969)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 QO0544'RECOVERED IN GOOD CONDITION.
 QO0544
 QO0544                          STATION RECOVERY (1986)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO0544'THE MARK IS IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF SECTION
 QO0544'36, T119N, R21W, IN THE SOUTHWEST CORNER OF THE WESTBOUND TRUNK
 QO0544'HIGHWAY 94 BRIDGE (NUMBER 278055) OVER SOUTHBOUND TRUNK HIGHWAY 252
 QO0544'IN BROOKLYN CENTER.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QO0544'STAMPED---2781 A 1967---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF
 QO0544'THE ABUTMENT IN THE SOUTHWEST CORNER OF THE BRIDGE.
 QO0544
 QO0544                          STATION RECOVERY (1987)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 QO0544'THE MARK IS LOCATED IN THE CITY OF BROOKLYN CENTER, AT THE JUNCTION OF
 QO0544'INTERSTATE HIGHWAY 94 AND TRUNK HIGHWAY 252 (WAS TRUNK HIGHWAY 169),
 QO0544'AND IN THE SE 1/4 OF SECTION 36, T119N, R21W.  THE MARK, A STANDARD
 QO0544'MNHD BENCH MARK DISK STAMPED---2781 A 1967---, IS SET IN THE ABUTMENT
 QO0544'AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 27805 (WESTBOUND HIGHWAY 94
 QO0544'OVER SOUTHBOUND HIGHWAY 252).
 QO0544
 QO0544                          STATION RECOVERY (2008)
 QO0544
 QO0544'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0544'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1029 ***********************************************************************
 PP1029  DESIGNATION -  2781 AB
 PP1029  PID         -  PP1029
 PP1029  STATE/COUNTY-  MN/HENNEPIN
 PP1029  COUNTRY     -  US
 PP1029  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1029
 PP1029                         *CURRENT SURVEY CONTROL
 PP1029  ______________________________________________________________________
 PP1029* NAD 83(1986) POSITION- 44 57 54.99   (N) 093 15 53.84   (W)   HD_HELD1  
 PP1029* NAVD 88 ORTHO HEIGHT -   259.944  (meters)     852.83  (feet) ADJUSTED  
 PP1029  ______________________________________________________________________
 PP1029  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 PP1029  DYNAMIC HEIGHT  -        259.937 (meters)      852.81  (feet) COMP
 PP1029  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1029
 PP1029  VERT ORDER      -  SECOND    CLASS 0
 PP1029
 PP1029.The horizontal coordinates were established by differentially corrected
 PP1029.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1029.
 PP1029.The orthometric height was determined by differential leveling and
 PP1029.adjusted in June 1991.
 PP1029
 PP1029.Photographs are available for this station.
 PP1029
 PP1029.The dynamic height is computed by dividing the NAVD 88
 PP1029.geopotential number by the normal gravity value computed on the
 PP1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1029.degrees latitude (g = 980.6199 gals.).
 PP1029
 PP1029.The modeled gravity was interpolated from observed gravity values.
 PP1029
 PP1029;                    North         East    Units  Estimated Accuracy
 PP1029;SPC MN S     -   318,628.6     857,987.5     MT  (+/- 3 meters HH1 GPS) 
 PP1029
 PP1029                          SUPERSEDED SURVEY CONTROL
 PP1029
 PP1029  NGVD 29 (??/??/92)  259.887  (m)          852.65   (f) ADJ UNCH    2 0
 PP1029
 PP1029.Superseded values are not recommended for survey control.
 PP1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1029.See file dsdata.txt to determine how the superseded data were derived.
 PP1029
 PP1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7910479127(NAD 83)
 PP1029
 PP1029_MARKER: DD = SURVEY DISK
 PP1029_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1029_SP_SET: BRIDGE ABUTMENT
 PP1029_STAMPING: 2781 AB 1969
 PP1029_MARK LOGO: MNHD  
 PP1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1029+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1029
 PP1029  HISTORY     - Date     Condition        Report By
 PP1029  HISTORY     - 1969     MONUMENTED       MNHD
 PP1029  HISTORY     - 1970     GOOD             MNDT
 PP1029  HISTORY     - 1985     GOOD             USPSQD
 PP1029  HISTORY     - 1986     GOOD             USPSQD
 PP1029  HISTORY     - 20070821 GOOD             MNDT
 PP1029
 PP1029                          STATION DESCRIPTION
 PP1029
 PP1029'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1029'IN MINNEAPOLIS.
 PP1029'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.25 MILES EAST OF THE WEST
 PP1029'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1029'OF BRIDGE NO. PARK AVENUE SOUTH OVER FAI 94.  SW 1/4, SEC 26, T 29, R
 PP1029'24W.
 PP1029
 PP1029                          STATION RECOVERY (1985)
 PP1029
 PP1029'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1029'RECOVERED IN GOOD CONDITION.
 PP1029
 PP1029                          STATION RECOVERY (1986)
 PP1029
 PP1029'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 PP1029'RECOVERED IN GOOD CONDITION.
 PP1029
 PP1029                          STATION RECOVERY (2007)
 PP1029
 PP1029'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1029'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF SAINT PAUL, 7.6 MI
 PP1029'(12.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM) SOUTH OF
 PP1029'MINNEAPOLIS.
 PP1029' 
 PP1029'TO REACH TO THE MARK AT MINNEAPOLIS, 0.25 MI (0.4 KM) EAST OF WEST
 PP1029'JUNCTION OF INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 35W, IN
 PP1029'SOUTHEAST CORNER OF PARK AVENUE SOUTH BRIDGE 27852 OVER INTERSTATE
 PP1029'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1030 ***********************************************************************
 PP1030  DESIGNATION -  2781 AC
 PP1030  PID         -  PP1030
 PP1030  STATE/COUNTY-  MN/HENNEPIN
 PP1030  COUNTRY     -  US
 PP1030  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1030
 PP1030                         *CURRENT SURVEY CONTROL
 PP1030  ______________________________________________________________________
 PP1030* NAD 83(1986) POSITION- 44 57 55.05   (N) 093 15 44.68   (W)   HD_HELD1  
 PP1030* NAVD 88 ORTHO HEIGHT -   260.001  (meters)     853.02  (feet) ADJUSTED  
 PP1030  ______________________________________________________________________
 PP1030  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 PP1030  DYNAMIC HEIGHT  -        259.994 (meters)      853.00  (feet) COMP
 PP1030  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1030
 PP1030  VERT ORDER      -  SECOND    CLASS 0
 PP1030
 PP1030.The horizontal coordinates were established by differentially corrected
 PP1030.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1030.
 PP1030.The orthometric height was determined by differential leveling and
 PP1030.adjusted in June 1991.
 PP1030
 PP1030.Photographs are available for this station.
 PP1030
 PP1030.The dynamic height is computed by dividing the NAVD 88
 PP1030.geopotential number by the normal gravity value computed on the
 PP1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1030.degrees latitude (g = 980.6199 gals.).
 PP1030
 PP1030.The modeled gravity was interpolated from observed gravity values.
 PP1030
 PP1030;                    North         East    Units  Estimated Accuracy
 PP1030;SPC MN S     -   318,632.3     858,188.2     MT  (+/- 3 meters HH1 GPS) 
 PP1030
 PP1030                          SUPERSEDED SURVEY CONTROL
 PP1030
 PP1030  NGVD 29 (??/??/92)  259.944  (m)          852.83   (f) ADJ UNCH    2 0
 PP1030
 PP1030.Superseded values are not recommended for survey control.
 PP1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1030.See file dsdata.txt to determine how the superseded data were derived.
 PP1030
 PP1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7930579128(NAD 83)
 PP1030
 PP1030_MARKER: DD = SURVEY DISK
 PP1030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1030_SP_SET: BRIDGE ABUTMENT
 PP1030_STAMPING: 2781 AC
 PP1030_MARK LOGO: MNHD  
 PP1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1030+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1030
 PP1030  HISTORY     - Date     Condition        Report By
 PP1030  HISTORY     - 1969     MONUMENTED       MNHD
 PP1030  HISTORY     - 1969     GOOD             MNDT
 PP1030  HISTORY     - 1985     GOOD             USPSQD
 PP1030  HISTORY     - 20070821 GOOD             MNDT
 PP1030
 PP1030                          STATION DESCRIPTION
 PP1030
 PP1030'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1030'IN MINNEAPOLIS.
 PP1030'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27853 CHICAGO
 PP1030'AVENUE SOUTH OVER I.R. 94.
 PP1030
 PP1030                          STATION RECOVERY (1985)
 PP1030
 PP1030'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1030'RECOVERED IN GOOD CONDITION.
 PP1030
 PP1030                          STATION RECOVERY (2007)
 PP1030
 PP1030'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1030'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST OF SAINT PAUL, 7.5 MI
 PP1030'(12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM) SOUTH OF
 PP1030'MINNEAPOLIS.
 PP1030' 
 PP1030'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF CHICAGO
 PP1030'AVENUE SOUTH BRIDGE 27853 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1031 ***********************************************************************
 PP1031  DESIGNATION -  2781 AD 1
 PP1031  PID         -  PP1031
 PP1031  STATE/COUNTY-  MN/HENNEPIN
 PP1031  COUNTRY     -  US
 PP1031  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1031
 PP1031                         *CURRENT SURVEY CONTROL
 PP1031  ______________________________________________________________________
 PP1031* NAD 83(1986) POSITION- 44 57 55.0    (N) 093 15 29.0    (W)   HD_HELD2  
 PP1031* NAVD 88 ORTHO HEIGHT -   259.004  (meters)     849.75  (feet) ADJUSTED  
 PP1031  ______________________________________________________________________
 PP1031  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 PP1031  DYNAMIC HEIGHT  -        258.997 (meters)      849.73  (feet) COMP
 PP1031  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 PP1031
 PP1031  VERT ORDER      -  SECOND    CLASS 0
 PP1031
 PP1031.The horizontal coordinates were established by autonomous hand held GPS
 PP1031.observations and have an estimated accuracy of +/- 10 meters.
 PP1031.
 PP1031.The orthometric height was determined by differential leveling and
 PP1031.adjusted in June 1991.
 PP1031
 PP1031.Photographs are available for this station.
 PP1031
 PP1031.The dynamic height is computed by dividing the NAVD 88
 PP1031.geopotential number by the normal gravity value computed on the
 PP1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1031.degrees latitude (g = 980.6199 gals.).
 PP1031
 PP1031.The modeled gravity was interpolated from observed gravity values.
 PP1031
 PP1031;                    North         East    Units  Estimated Accuracy
 PP1031;SPC MN S     -   318,634.      858,532.      MT  (+/- 10 meters HH2 GPS)
 PP1031
 PP1031                          SUPERSEDED SURVEY CONTROL
 PP1031
 PP1031  NGVD 29 (??/??/92)  258.947  (m)          849.56   (f) ADJ UNCH    2 0
 PP1031
 PP1031.Superseded values are not recommended for survey control.
 PP1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1031.See file dsdata.txt to determine how the superseded data were derived.
 PP1031
 PP1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7964879125(NAD 83)
 PP1031
 PP1031_MARKER: DD = SURVEY DISK
 PP1031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1031_SP_SET: BRIDGE ABUTMENT
 PP1031_STAMPING: 2781 AD 1
 PP1031_MARK LOGO: MNHD  
 PP1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1031
 PP1031  HISTORY     - Date     Condition        Report By
 PP1031  HISTORY     - 1969     MONUMENTED       MNHD
 PP1031  HISTORY     - 1969     GOOD             MNDT
 PP1031  HISTORY     - 1985     GOOD             USPSQD
 PP1031  HISTORY     - 20070821 GOOD             MNDT
 PP1031
 PP1031                          STATION DESCRIPTION
 PP1031
 PP1031'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1031'IN MINNEAPOLIS.
 PP1031'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27854 11TH AVENUE
 PP1031'SOUTH OVER I.R. 94.
 PP1031
 PP1031                          STATION RECOVERY (1985)
 PP1031
 PP1031'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1031'RECOVERED IN GOOD CONDITION.
 PP1031
 PP1031                          STATION RECOVERY (2007)
 PP1031
 PP1031'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1031'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF SAINT PAUL, 7.5 MI
 PP1031'(12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1031'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1031' 
 PP1031'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF 11TH
 PP1031'AVENUE SOUTH BRIDGE 27854 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1032 ***********************************************************************
 PP1032  DESIGNATION -  2781 AD 2
 PP1032  PID         -  PP1032
 PP1032  STATE/COUNTY-  MN/HENNEPIN
 PP1032  COUNTRY     -  US
 PP1032  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1032
 PP1032                         *CURRENT SURVEY CONTROL
 PP1032  ______________________________________________________________________
 PP1032* NAD 83(1986) POSITION- 44 57 59.03   (N) 093 15 29.96   (W)   HD_HELD1  
 PP1032* NAVD 88 ORTHO HEIGHT -   258.518  (meters)     848.15  (feet) ADJUSTED  
 PP1032  ______________________________________________________________________
 PP1032  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 PP1032  DYNAMIC HEIGHT  -        258.511 (meters)      848.13  (feet) COMP
 PP1032  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1032
 PP1032  VERT ORDER      -  SECOND    CLASS 0
 PP1032
 PP1032.The horizontal coordinates were established by differentially corrected
 PP1032.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1032.
 PP1032.The orthometric height was determined by differential leveling and
 PP1032.adjusted in June 1991.
 PP1032
 PP1032.Photographs are available for this station.
 PP1032
 PP1032.The dynamic height is computed by dividing the NAVD 88
 PP1032.geopotential number by the normal gravity value computed on the
 PP1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1032.degrees latitude (g = 980.6199 gals.).
 PP1032
 PP1032.The modeled gravity was interpolated from observed gravity values.
 PP1032
 PP1032;                    North         East    Units  Estimated Accuracy
 PP1032;SPC MN S     -   318,758.0     858,509.7     MT  (+/- 3 meters HH1 GPS) 
 PP1032
 PP1032                          SUPERSEDED SURVEY CONTROL
 PP1032
 PP1032  NGVD 29 (??/??/92)  258.461  (m)          847.97   (f) ADJ UNCH    2 0
 PP1032
 PP1032.Superseded values are not recommended for survey control.
 PP1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1032.See file dsdata.txt to determine how the superseded data were derived.
 PP1032
 PP1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7962879250(NAD 83)
 PP1032
 PP1032_MARKER: DD = SURVEY DISK
 PP1032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1032_SP_SET: BRIDGE ABUTMENT
 PP1032_STAMPING: 2781 AD 2
 PP1032_MARK LOGO: MNHD  
 PP1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1032
 PP1032  HISTORY     - Date     Condition        Report By
 PP1032  HISTORY     - 1969     MONUMENTED       MNHD
 PP1032  HISTORY     - 1969     GOOD             MNDT
 PP1032  HISTORY     - 1985     GOOD             USPSQD
 PP1032  HISTORY     - 20070821 GOOD             MNDT
 PP1032
 PP1032                          STATION DESCRIPTION
 PP1032
 PP1032'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1032'IN MINNEAPOLIS.
 PP1032'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 27854 11TH AVENUE
 PP1032'SOUTH OVER I.R. 94.
 PP1032
 PP1032                          STATION RECOVERY (1985)
 PP1032
 PP1032'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1032'RECOVERED IN GOOD CONDITION.
 PP1032
 PP1032                          STATION RECOVERY (2007)
 PP1032
 PP1032'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1032'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF SAINT PAUL, 7.4 MI
 PP1032'(11.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM)
 PP1032'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1032' 
 PP1032'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHWEST CORNER OF 11TH
 PP1032'AVENUE SOUTH BRIDGE 27854 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1035 ***********************************************************************
 PP1035  DESIGNATION -  2781 AE 1
 PP1035  PID         -  PP1035
 PP1035  STATE/COUNTY-  MN/HENNEPIN
 PP1035  COUNTRY     -  US
 PP1035  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1035
 PP1035                         *CURRENT SURVEY CONTROL
 PP1035  ______________________________________________________________________
 PP1035* NAD 83(1986) POSITION- 44 57 58.68   (N) 093 15 15.92   (W)   HD_HELD1  
 PP1035* NAVD 88 ORTHO HEIGHT -   255.638  (meters)     838.71  (feet) ADJUSTED  
 PP1035  ______________________________________________________________________
 PP1035  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 PP1035  DYNAMIC HEIGHT  -        255.631 (meters)      838.68  (feet) COMP
 PP1035  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 PP1035
 PP1035  VERT ORDER      -  SECOND    CLASS 0
 PP1035
 PP1035.The horizontal coordinates were established by differentially corrected
 PP1035.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1035.
 PP1035.The orthometric height was determined by differential leveling and
 PP1035.adjusted in June 1991.
 PP1035
 PP1035.Photographs are available for this station.
 PP1035
 PP1035.The dynamic height is computed by dividing the NAVD 88
 PP1035.geopotential number by the normal gravity value computed on the
 PP1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1035.degrees latitude (g = 980.6199 gals.).
 PP1035
 PP1035.The modeled gravity was interpolated from observed gravity values.
 PP1035
 PP1035;                    North         East    Units  Estimated Accuracy
 PP1035;SPC MN S     -   318,750.0     858,817.4     MT  (+/- 3 meters HH1 GPS) 
 PP1035
 PP1035                          SUPERSEDED SURVEY CONTROL
 PP1035
 PP1035  NGVD 29 (??/??/92)  255.581  (m)          838.52   (f) ADJ UNCH    2 0
 PP1035
 PP1035.Superseded values are not recommended for survey control.
 PP1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1035.See file dsdata.txt to determine how the superseded data were derived.
 PP1035
 PP1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7993579238(NAD 83)
 PP1035
 PP1035_MARKER: DD = SURVEY DISK
 PP1035_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1035_SP_SET: BRIDGE ABUTMENT
 PP1035_STAMPING: 2781 AE 1 1969
 PP1035_MARK LOGO: MNHD  
 PP1035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1035+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1035
 PP1035  HISTORY     - Date     Condition        Report By
 PP1035  HISTORY     - 1969     MONUMENTED       MNHD
 PP1035  HISTORY     - 1969     GOOD             MNDT
 PP1035  HISTORY     - 20070821 GOOD             MNDT
 PP1035
 PP1035                          STATION DESCRIPTION
 PP1035
 PP1035'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1035'IN MINNEAPOLIS.
 PP1035'STANDARD DISK IN SOUTHEAST CORNER OF BRIDGE NO. 27850 NORTHBOUND T.H.
 PP1035'55 EXIT OVER I.R. 35W ONTO I.R. 94 WESTBOUND.
 PP1035
 PP1035                          STATION RECOVERY (2007)
 PP1035
 PP1035'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1035'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST OF SAINT PAUL, 7.3 MI
 PP1035'(11.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1035'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1035' 
 PP1035'TO REACH TO THE MARK IN MINNEAPOLIS, IN SOUTHEAST CORNER OF NORTHBOUND
 PP1035'TRUNK HIGHWAY 55 EXIT BRIDGE 27850 OVER INTERSTATE HIGHWAY 35W ONTO
 PP1035'WESTBOUND INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1037 ***********************************************************************
 PP1037  DESIGNATION -  2781 AE 10
 PP1037  PID         -  PP1037
 PP1037  STATE/COUNTY-  MN/HENNEPIN
 PP1037  COUNTRY     -  US
 PP1037  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1037
 PP1037                         *CURRENT SURVEY CONTROL
 PP1037  ______________________________________________________________________
 PP1037* NAD 83(1986) POSITION- 44 58 02.78   (N) 093 15 10.76   (W)   HD_HELD1  
 PP1037* NAVD 88 ORTHO HEIGHT -   252.997  (meters)     830.04  (feet) ADJUSTED  
 PP1037  ______________________________________________________________________
 PP1037  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1037  DYNAMIC HEIGHT  -        252.990 (meters)      830.02  (feet) COMP
 PP1037  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1037
 PP1037  VERT ORDER      -  SECOND    CLASS 0
 PP1037
 PP1037.The horizontal coordinates were established by differentially corrected
 PP1037.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1037.
 PP1037.The orthometric height was determined by differential leveling and
 PP1037.adjusted in June 1991.
 PP1037
 PP1037.Photographs are available for this station.
 PP1037
 PP1037.The dynamic height is computed by dividing the NAVD 88
 PP1037.geopotential number by the normal gravity value computed on the
 PP1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1037.degrees latitude (g = 980.6199 gals.).
 PP1037
 PP1037.The modeled gravity was interpolated from observed gravity values.
 PP1037
 PP1037;                    North         East    Units  Estimated Accuracy
 PP1037;SPC MN S     -   318,877.6     858,929.3     MT  (+/- 3 meters HH1 GPS) 
 PP1037
 PP1037                          SUPERSEDED SURVEY CONTROL
 PP1037
 PP1037  NGVD 29 (??/??/92)  252.940  (m)          829.85   (f) ADJ UNCH    2 0
 PP1037
 PP1037.Superseded values are not recommended for survey control.
 PP1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1037.See file dsdata.txt to determine how the superseded data were derived.
 PP1037
 PP1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8004979364(NAD 83)
 PP1037
 PP1037_MARKER: DD = SURVEY DISK
 PP1037_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1037_SP_SET: BRIDGE ABUTMENT
 PP1037_STAMPING: 2781 AE 10
 PP1037_MARK LOGO: MNHD  
 PP1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1037+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1037
 PP1037  HISTORY     - Date     Condition        Report By
 PP1037  HISTORY     - 1969     MONUMENTED       MNHD
 PP1037  HISTORY     - 1969     GOOD             MNDT
 PP1037  HISTORY     - 19861001 GOOD             USPSQD
 PP1037  HISTORY     - 20070821 GOOD             MNDT
 PP1037
 PP1037                          STATION DESCRIPTION
 PP1037
 PP1037'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1037'IN MINNEAPOLIS.
 PP1037'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27875 7TH STREET
 PP1037'OVER I.R. 35W (HAIWATHA INTERCHANGE).
 PP1037
 PP1037                          STATION RECOVERY (1986)
 PP1037
 PP1037'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1037'RECOVERED IN GOOD CONDITION.
 PP1037
 PP1037                          STATION RECOVERY (2007)
 PP1037
 PP1037'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1037'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 PP1037'PAUL, 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6
 PP1037'KM) SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1037' 
 PP1037'TO REACH TO THE MARK IN SOUTHEAST CORNER OF SEVENTH ST BRIDGE 27875
 PP1037'OVER INTERSTATE HIGHWAY 35W (HIAWATHA INTERCHANGE).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1038 ***********************************************************************
 PP1038  DESIGNATION -  2781 AE 12
 PP1038  PID         -  PP1038
 PP1038  STATE/COUNTY-  MN/HENNEPIN
 PP1038  COUNTRY     -  US
 PP1038  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1038
 PP1038                         *CURRENT SURVEY CONTROL
 PP1038  ______________________________________________________________________
 PP1038* NAD 83(1986) POSITION- 44 58 09.25   (N) 093 15 15.96   (W)   HD_HELD1  
 PP1038* NAVD 88 ORTHO HEIGHT -   256.395  (meters)     841.19  (feet) ADJUSTED  
 PP1038  ______________________________________________________________________
 PP1038  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1038  DYNAMIC HEIGHT  -        256.388 (meters)      841.17  (feet) COMP
 PP1038  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1038
 PP1038  VERT ORDER      -  SECOND    CLASS 0
 PP1038
 PP1038.The horizontal coordinates were established by differentially corrected
 PP1038.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1038.
 PP1038.The orthometric height was determined by differential leveling and
 PP1038.adjusted in June 1991.
 PP1038
 PP1038.Photographs are available for this station.
 PP1038
 PP1038.The dynamic height is computed by dividing the NAVD 88
 PP1038.geopotential number by the normal gravity value computed on the
 PP1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1038.degrees latitude (g = 980.6199 gals.).
 PP1038
 PP1038.The modeled gravity was interpolated from observed gravity values.
 PP1038
 PP1038;                    North         East    Units  Estimated Accuracy
 PP1038;SPC MN S     -   319,076.3     858,813.6     MT  (+/- 3 meters HH1 GPS) 
 PP1038
 PP1038                          SUPERSEDED SURVEY CONTROL
 PP1038
 PP1038  NGVD 29 (??/??/92)  256.338  (m)          841.00   (f) ADJ UNCH    2 0
 PP1038
 PP1038.Superseded values are not recommended for survey control.
 PP1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1038.See file dsdata.txt to determine how the superseded data were derived.
 PP1038
 PP1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7993679564(NAD 83)
 PP1038
 PP1038_MARKER: DD = SURVEY DISK
 PP1038_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1038_SP_SET: BRIDGE ABUTMENT
 PP1038_STAMPING: 2781 AE 12 1970
 PP1038_MARK LOGO: MNHD  
 PP1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1038+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1038
 PP1038  HISTORY     - Date     Condition        Report By
 PP1038  HISTORY     - 1969     MONUMENTED       MNHD
 PP1038  HISTORY     - 1972     GOOD             MNDT
 PP1038  HISTORY     - 20070821 GOOD             MNDT
 PP1038
 PP1038                          STATION DESCRIPTION
 PP1038
 PP1038'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1038'IN MINNEAPOLIS.
 PP1038'IN MINNEAPOLIS, AT THE HIAWATHA INTERCHANGE, ABOUT 1 MILE SOUTHWEST OF
 PP1038'THE I-35 CROSSING OF THE MISSISSIPPI RIVER, 100 FEET EAST OF
 PP1038'THIRTEENTH AVENUE SOUTH, IN THE NORTHWEST CORNER OF BRIDGE NO. 27875,
 PP1038'SEVENTH STREET SOUTH OVER FAI 35-W.  SE 1/4, SEC 26, T29, R 24.
 PP1038
 PP1038                          STATION RECOVERY (2007)
 PP1038
 PP1038'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1038'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF SAINT
 PP1038'PAUL, 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1038'KM) SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1038' 
 PP1038'TO REACH TO THE MARK IN MINNEAPOLIS, AT HIAWATHA INTERCHANGE, 1 MI
 PP1038'(1.6 KM) SOUTHWEST OF INTERSTATE HIGHWAY 35W BRIDGE OVER MISSISSIPPI
 PP1038'RIVER, 100 FT (30.5 M) EAST OF 13TH AVENUE SOUTH, IN NORTHWEST CORNER
 PP1038'OF SEVENTH ST SOUTH BRIDGE 27875 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1040 ***********************************************************************
 PP1040  DESIGNATION -  2781 AE 5
 PP1040  PID         -  PP1040
 PP1040  STATE/COUNTY-  MN/HENNEPIN
 PP1040  COUNTRY     -  US
 PP1040  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1040
 PP1040                         *CURRENT SURVEY CONTROL
 PP1040  ______________________________________________________________________
 PP1040* NAD 83(1986) POSITION- 44 57 59.9    (N) 093 15 01.0    (W)   HD_HELD2  
 PP1040* NAVD 88 ORTHO HEIGHT -   263.933  (meters)     865.92  (feet) ADJUSTED  
 PP1040  ______________________________________________________________________
 PP1040  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1040  DYNAMIC HEIGHT  -        263.926 (meters)      865.90  (feet) COMP
 PP1040  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 PP1040
 PP1040  VERT ORDER      -  SECOND    CLASS 0
 PP1040
 PP1040.The horizontal coordinates were established by autonomous hand held GPS
 PP1040.observations and have an estimated accuracy of +/- 10 meters.
 PP1040.
 PP1040.The orthometric height was determined by differential leveling and
 PP1040.adjusted in June 1991.
 PP1040
 PP1040.Photographs are available for this station.
 PP1040
 PP1040.The dynamic height is computed by dividing the NAVD 88
 PP1040.geopotential number by the normal gravity value computed on the
 PP1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1040.degrees latitude (g = 980.6199 gals.).
 PP1040
 PP1040.The modeled gravity was interpolated from observed gravity values.
 PP1040
 PP1040;                    North         East    Units  Estimated Accuracy
 PP1040;SPC MN S     -   318,791.      859,144.      MT  (+/- 10 meters HH2 GPS)
 PP1040
 PP1040                          SUPERSEDED SURVEY CONTROL
 PP1040
 PP1040  NGVD 29 (??/??/92)  263.876  (m)          865.73   (f) ADJ UNCH    2 0
 PP1040
 PP1040.Superseded values are not recommended for survey control.
 PP1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1040.See file dsdata.txt to determine how the superseded data were derived.
 PP1040
 PP1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8026279274(NAD 83)
 PP1040
 PP1040_MARKER: DD = SURVEY DISK
 PP1040_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1040_SP_SET: BRIDGE ABUTMENT
 PP1040_STAMPING: 2781 AE 5
 PP1040_MARK LOGO: MNHD  
 PP1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1040+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1040
 PP1040  HISTORY     - Date     Condition        Report By
 PP1040  HISTORY     - 1969     MONUMENTED       MNHD
 PP1040  HISTORY     - 1969     GOOD             MNDT
 PP1040  HISTORY     - 20070820 GOOD             MNDT
 PP1040
 PP1040                          STATION DESCRIPTION
 PP1040
 PP1040'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1040'IN MINNEAPOLIS.
 PP1040'STANDARD DISK IN THE SOUTHWEST CORNER OF BRIDGE NO. 27861 WESTBOUND
 PP1040'I.R. 94 EXIT ONTO 5TH STREET (DOWNTOWN) HIAWATHA INTERCHANGE).
 PP1040
 PP1040                          STATION RECOVERY (2007)
 PP1040
 PP1040'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1040'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF SAINT PAUL, 7.2 MI
 PP1040'(11.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1040'SOUTHEAST OF MINNEAPOLIS.
 PP1040' 
 PP1040'TO REACH TO THE MARK IN MINNEAPOLIS, IN SOUTHWEST CORNER OF WESTBOUND
 PP1040'INTERSTATE HIGHWAY 94 EXIT BRIDGE 27861 ONTO FIFTH ST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1043 ***********************************************************************
 PP1043  DESIGNATION -  2781 AE 8
 PP1043  PID         -  PP1043
 PP1043  STATE/COUNTY-  MN/HENNEPIN
 PP1043  COUNTRY     -  US
 PP1043  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1043
 PP1043                         *CURRENT SURVEY CONTROL
 PP1043  ______________________________________________________________________
 PP1043* NAD 83(1986) POSITION- 44 57 53.40   (N) 093 15 03.28   (W)   HD_HELD1  
 PP1043* NAVD 88 ORTHO HEIGHT -   262.293  (meters)     860.54  (feet) ADJUSTED  
 PP1043  ______________________________________________________________________
 PP1043  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1043  DYNAMIC HEIGHT  -        262.286 (meters)      860.52  (feet) COMP
 PP1043  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 PP1043
 PP1043  VERT ORDER      -  SECOND    CLASS 0
 PP1043
 PP1043.The horizontal coordinates were established by differentially corrected
 PP1043.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1043.
 PP1043.The orthometric height was determined by differential leveling and
 PP1043.adjusted in June 1991.
 PP1043
 PP1043.Photographs are available for this station.
 PP1043
 PP1043.The dynamic height is computed by dividing the NAVD 88
 PP1043.geopotential number by the normal gravity value computed on the
 PP1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1043.degrees latitude (g = 980.6199 gals.).
 PP1043
 PP1043.The modeled gravity was interpolated from observed gravity values.
 PP1043
 PP1043;                    North         East    Units  Estimated Accuracy
 PP1043;SPC MN S     -   318,589.6     859,095.9     MT  (+/- 3 meters HH1 GPS) 
 PP1043
 PP1043                          SUPERSEDED SURVEY CONTROL
 PP1043
 PP1043  NGVD 29 (??/??/92)  262.236  (m)          860.35   (f) ADJ UNCH    2 0
 PP1043
 PP1043.Superseded values are not recommended for survey control.
 PP1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1043.See file dsdata.txt to determine how the superseded data were derived.
 PP1043
 PP1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8021279074(NAD 83)
 PP1043
 PP1043_MARKER: DD = SURVEY DISK
 PP1043_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1043_SP_SET: BRIDGE ABUTMENT
 PP1043_STAMPING: 2781 AE 8
 PP1043_MARK LOGO: MNHD  
 PP1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1043+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1043
 PP1043  HISTORY     - Date     Condition        Report By
 PP1043  HISTORY     - 1969     MONUMENTED       MNHD
 PP1043  HISTORY     - 1969     GOOD             MNDT
 PP1043  HISTORY     - 20070821 GOOD             MNDT
 PP1043
 PP1043                          STATION DESCRIPTION
 PP1043
 PP1043'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1043'IN MINNEAPOLIS.
 PP1043'STANDARD DISK ON TOP OF RETAINING WALL, SOUTHWEST CORNER OF TUNNEL NO.
 PP1043'27857 NORTHBOUND T.H. 55 EXIT UNDER T.H. 55 AND I.R. 94 TO WESTBOUND
 PP1043'I.R. 94 HIAWATHA INTERCHANGE.
 PP1043
 PP1043                          STATION RECOVERY (2007)
 PP1043
 PP1043'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1043'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF SAINT PAUL, 7.4 MI
 PP1043'(11.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1043'SOUTH-SOUTHEAST OF MINNEAPOLIS.
 PP1043' 
 PP1043'TO REACH TO THE MARK IN MINNEAPOLIS, IN RETAINING WALL AT SOUTHWEST
 PP1043'CORNER OF TUNNEL 27857 (NB TRUNK HIGHWAY 55 EXIT TO WESTBOUND
 PP1043'INTERSTATE HIGHWAY 94 UNDER TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY
 PP1043'94).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1047 ***********************************************************************
 PP1047  DESIGNATION -  2781 AG
 PP1047  PID         -  PP1047
 PP1047  STATE/COUNTY-  MN/HENNEPIN
 PP1047  COUNTRY     -  US
 PP1047  USGS QUAD   -  ST PAUL WEST (1993)
 PP1047
 PP1047                         *CURRENT SURVEY CONTROL
 PP1047  ______________________________________________________________________
 PP1047* NAD 83(1986) POSITION- 44 57 51.73   (N) 093 14 39.06   (W)   HD_HELD1  
 PP1047* NAVD 88 ORTHO HEIGHT -   258.640  (meters)     848.55  (feet) ADJUSTED  
 PP1047  ______________________________________________________________________
 PP1047  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP1047  DYNAMIC HEIGHT  -        258.633 (meters)      848.53  (feet) COMP
 PP1047  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 PP1047
 PP1047  VERT ORDER      -  SECOND    CLASS 0
 PP1047
 PP1047.The horizontal coordinates were established by differentially corrected
 PP1047.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1047.
 PP1047.The orthometric height was determined by differential leveling and
 PP1047.adjusted in June 1991.
 PP1047
 PP1047.Photographs are available for this station.
 PP1047
 PP1047.The dynamic height is computed by dividing the NAVD 88
 PP1047.geopotential number by the normal gravity value computed on the
 PP1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1047.degrees latitude (g = 980.6199 gals.).
 PP1047
 PP1047.The modeled gravity was interpolated from observed gravity values.
 PP1047
 PP1047;                    North         East    Units  Estimated Accuracy
 PP1047;SPC MN S     -   318,542.9     859,627.1     MT  (+/- 3 meters HH1 GPS) 
 PP1047
 PP1047                          SUPERSEDED SURVEY CONTROL
 PP1047
 PP1047  NGVD 29 (??/??/92)  258.583  (m)          848.37   (f) ADJ UNCH    2 0
 PP1047
 PP1047.Superseded values are not recommended for survey control.
 PP1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1047.See file dsdata.txt to determine how the superseded data were derived.
 PP1047
 PP1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8074279021(NAD 83)
 PP1047
 PP1047_MARKER: DD = SURVEY DISK
 PP1047_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1047_SP_SET: BRIDGE ABUTMENT
 PP1047_STAMPING: 2781 AG
 PP1047_MARK LOGO: MNHD  
 PP1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1047+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1047
 PP1047  HISTORY     - Date     Condition        Report By
 PP1047  HISTORY     - 1969     MONUMENTED       MNHD
 PP1047  HISTORY     - 1969     GOOD             MNDT
 PP1047  HISTORY     - 1976     GOOD             MNDT
 PP1047  HISTORY     - 1985     GOOD             USPSQD
 PP1047  HISTORY     - 20000303 GOOD             USPSQD
 PP1047  HISTORY     - 20070820 GOOD             MNDT
 PP1047
 PP1047                          STATION DESCRIPTION
 PP1047
 PP1047'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1047'IN MINNEAPOLIS.
 PP1047'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27865 20TH AVENUE
 PP1047'SOUTH OVER I.R. 94.
 PP1047
 PP1047                          STATION RECOVERY (1976)
 PP1047
 PP1047'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1047'RECOVERED IN GOOD CONDITION.
 PP1047
 PP1047                          STATION RECOVERY (1985)
 PP1047
 PP1047'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1047'RECOVERED IN GOOD CONDITION.
 PP1047
 PP1047                          STATION RECOVERY (2000)
 PP1047
 PP1047'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1047'RECOVERED IN GOOD CONDITION.
 PP1047
 PP1047                          STATION RECOVERY (2007)
 PP1047
 PP1047'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1047'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF SAINT PAUL, 7.3 MI
 PP1047'(11.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.5 MI (2.4 KM)
 PP1047'SOUTHEAST OF MINNEAPOLIS.
 PP1047' 
 PP1047'TO REACH TO THE MARK AT MINNEAPOLIS, GO TO THE SOUTHEAST CORNER OF
 PP1047'20TH AVENUE SOUTH BRIDGE 27865 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1048 ***********************************************************************
 PP1048  DESIGNATION -  2781 AH
 PP1048  PID         -  PP1048
 PP1048  STATE/COUNTY-  MN/HENNEPIN
 PP1048  COUNTRY     -  US
 PP1048  USGS QUAD   -  ST PAUL WEST (1993)
 PP1048
 PP1048                         *CURRENT SURVEY CONTROL
 PP1048  ______________________________________________________________________
 PP1048* NAD 83(2007) POSITION- 44 57 50.56216(N) 093 14 24.41655(W)   ADJUSTED  
 PP1048* NAD 83(2007) ELLIP HT-   231.877 (meters)        (07/31/09)   ADJUSTED
 PP1048* NAD 83(2007) EPOCH   -  2002.00
 PP1048* NAVD 88 ORTHO HEIGHT -   259.017  (meters)     849.79  (feet) ADJUSTED  
 PP1048  ______________________________________________________________________
 PP1048  NAD 83(2007) X  -   -255,505.641 (meters)                     COMP
 PP1048  NAD 83(2007) Y  - -4,513,353.026 (meters)                     COMP
 PP1048  NAD 83(2007) Z  -  4,484,685.977 (meters)                     COMP
 PP1048  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC09
 PP1048  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP1048  DYNAMIC HEIGHT  -        259.010 (meters)      849.77  (feet) COMP
 PP1048  MODELED GRAVITY -    980,582.5   (mgal)                       NAVD 88
 PP1048
 PP1048  HORZ ORDER      -  FIRST
 PP1048  VERT ORDER      -  SECOND    CLASS 0
 PP1048  ELLP ORDER      -  THIRD     CLASS I
 PP1048
 PP1048.The horizontal coordinates were established by GPS observations
 PP1048.and adjusted by the National Geodetic Survey in July 2009.
 PP1048
 PP1048.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PP1048.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PP1048
 PP1048.The horizontal coordinates are valid at the epoch date displayed above
 PP1048.which is a decimal equivalence of Year/Month/Day.
 PP1048
 PP1048.The orthometric height was determined by differential leveling and
 PP1048.adjusted in June 1991.
 PP1048
 PP1048.Photographs are available for this station.
 PP1048
 PP1048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PP1048
 PP1048.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1048
 PP1048.The ellipsoidal height was determined by GPS observations
 PP1048.and is referenced to NAD 83.
 PP1048
 PP1048.The dynamic height is computed by dividing the NAVD 88
 PP1048.geopotential number by the normal gravity value computed on the
 PP1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1048.degrees latitude (g = 980.6199 gals.).
 PP1048
 PP1048.The modeled gravity was interpolated from observed gravity values.
 PP1048
 PP1048. The following values were computed from the NAD 83(2007) position.
 PP1048
 PP1048;                    North         East     Units Scale Factor Converg.
 PP1048;SPC MN S     -   318,509.864   859,948.346   MT  0.99995460   +0 31 57.4
 PP1048;SPC MN S     - 1,044,977.78  2,821,347.20   sFT  0.99995460   +0 31 57.4
 PP1048;UTM  15      - 4,978,984.313   481,063.377   MT  0.99960441   -0 10 10.9
 PP1048
 PP1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1048!SPC MN S     -   0.99996365  x   0.99995460  =   0.99991825
 PP1048!UTM  15      -   0.99996365  x   0.99960441  =   0.99956807
 PP1048
 PP1048:                Primary Azimuth Mark                     Grid Az
 PP1048:SPC MN S     -  PROSPECT                                 076 06 39.0
 PP1048:UTM  15      -  PROSPECT                                 076 48 47.3
 PP1048
 PP1048|---------------------------------------------------------------------|
 PP1048| PID    Reference Object                     Distance      Geod. Az  |
 PP1048|                                                           dddmmss.s |
 PP1048| PP2587 PROSPECT                            APPROX. 2.2 KM 0763836.4 |
 PP1048|---------------------------------------------------------------------|
 PP1048
 PP1048                          SUPERSEDED SURVEY CONTROL
 PP1048
 PP1048  NAD 83(1996)-  44 57 50.56216(N)    093 14 24.41614(W) AD(       ) 1
 PP1048  ELLIP H (01/10/08)  231.910  (m)                       GP(       ) 3 1
 PP1048  NAD 83(1996)-  44 57 50.56279(N)    093 14 24.41816(W) AD(       ) 2
 PP1048  NAD 83(1986)-  44 57 50.55661(N)    093 14 24.41450(W) AD(       ) 2
 PP1048  NAD 83(1986)-  44 57 50.55762(N)    093 14 24.41534(W) AD(       ) 2
 PP1048  NAD 27      -  44 57 50.68186(N)    093 14 23.60761(W) AD(       ) 2
 PP1048  NAVD 88 (04/09/98)  259.02   (m)          849.8    (f) LEVELING    3  
 PP1048  NGVD 29 (??/??/92)  258.960  (m)          849.60   (f) ADJ UNCH    2 0
 PP1048
 PP1048.Superseded values are not recommended for survey control.
 PP1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1048.See file dsdata.txt to determine how the superseded data were derived.
 PP1048
 PP1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8106378984(NAD 83)
 PP1048
 PP1048_MARKER: DB = BENCH MARK DISK
 PP1048_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1048_SP_SET: BRIDGE WALKWAY
 PP1048_STAMPING: 2781 AH 1969
 PP1048_MARK LOGO: MNHD  
 PP1048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1048+STABILITY: SURFACE MOTION
 PP1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1048+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1048
 PP1048  HISTORY     - Date     Condition        Report By
 PP1048  HISTORY     - 1969     MONUMENTED       MNHD
 PP1048  HISTORY     - 1969     GOOD             MNDT
 PP1048  HISTORY     - 1976     GOOD             MNDT
 PP1048  HISTORY     - 1985     GOOD             USPSQD
 PP1048  HISTORY     - 19991002 GOOD             USPSQD
 PP1048  HISTORY     - 20060703 GOOD             MNDT
 PP1048  HISTORY     - 20070813 GOOD             MNDT
 PP1048  HISTORY     - 20070820 GOOD             MNDT
 PP1048
 PP1048                          STATION DESCRIPTION
 PP1048
 PP1048'DESCRIBED BY MN HIGHWAY DEPT 1969 (DKH)
 PP1048'THE STATION IS LOCATED IN THE SW 1/4 OF SECTION 25, T29N, R24W AT
 PP1048'THE INTERSECTION OF I 94 AND 22ND AVE. SOUTH IN MINNEAPOLIS.
 PP1048'
 PP1048'TO REACH THE STATION FROM THE INTERSECTION OF MINNEHAHA AVE. AND
 PP1048'FRANKLIN AVE., GO EAST ON FRANKLIN AVE. FOR TWO BLOCKS, TO 22ND
 PP1048'AVE. SOUTH.  TURN LEFT AT 22ND AVE. SOUTH AND GO NORTH ONE BLOCK TO
 PP1048'FRONTAGE ROAD ON SOUTH SIDE OF I 94.  TURN RIGHT ON FRONTAGE ROAD
 PP1048'AND GO EAST FOR 1/2 BLOCK TO PEDESTRIAN BRIDGE NO. 9892.
 PP1048'
 PP1048'THE STATION DISK, A STANDARD MHD BENCH MARK DISK STAMPED 2781 AH
 PP1048'1969, IS FLUSH IN THE CONCRETE LANDING ON TOP OF THE SOUTH END OF
 PP1048'THE PEDESTRIAN BRIDGE.
 PP1048'
 PP1048'NEAREST TOWN--MINNEAPOLIS.
 PP1048'
 PP1048'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PP1048
 PP1048                          STATION RECOVERY (1969)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 PP1048'IN MINNEAPOLIS.
 PP1048'STANDARD DISK IN TOP OF LANDING AT SOUTH END OF PEDESTRAIN BRIDGE NO.
 PP1048'9892 OVER I.R. 94 BETWEEN 22ND AND 23RD AVENUE SOUTH.  ON 9TH STREET
 PP1048'SIDE.
 PP1048
 PP1048                          STATION RECOVERY (1976)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1048'RECOVERED IN GOOD CONDITION.
 PP1048
 PP1048                          STATION RECOVERY (1985)
 PP1048
 PP1048'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1048'RECOVERED IN GOOD CONDITION.
 PP1048
 PP1048                          STATION RECOVERY (1999)
 PP1048
 PP1048'RECOVERY NOTE BY US POWER SQUADRON 1999
 PP1048'RECOVERED IN GOOD CONDITION.
 PP1048
 PP1048                          STATION RECOVERY (2006)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PP1048'IN MINNEAPOLIS, IN CONCRETE LANDING AT SOUTH END OF PEDESTRIAN BRIDGE
 PP1048'NUMBER 9892 OVER INTERSTATE HIGHWAY 94, 1 MILE WEST ALONG INTERSTATE
 PP1048'94 FROM THE MISSISSIPPI RIVER, THEN 0.35 MILE SOUTHWEST ON CEDAR
 PP1048'AVENUE THEN 0.15 MILE EAST ON FRANKLIN AVENUE, THEN 0.1 MILE NORTH ON
 PP1048'SOUTH 22ND AVENUE THEN 200 FEET EAST ON SOUTH 9TH STREET.
 PP1048
 PP1048                          STATION RECOVERY (2007)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1048'IN MINNEAPOLIS, IN CONCRETE LANDING ON TOP OF SOUTH END OF PEDESTRIAN
 PP1048'BRIDGE 9892, 1 MILE WEST ALONG INTERSTATE 94 FROM THE MISSISSIPPI
 PP1048'RIVER, THEN 0.35 MILE SOUTHWEST ON CEDAR AVENUE AND MINNEHAHA AVENUE,
 PP1048'THEN 0.15 MILES EAST ON FRANKLIN AVENUE, THEN 0.1 MILE NORTH ON SOUTH
 PP1048'22ND AVENUE, THEN 200 FEET EAST ON SOUTH 9TH STREET
 PP1048
 PP1048                          STATION RECOVERY (2007)
 PP1048
 PP1048'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1048'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF SAINT PAUL, 7.3 MI
 PP1048'(11.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP1048'SOUTHEAST OF MINNEAPOLIS.
 PP1048' 
 PP1048'TO REACH TO THE MARK IN MINNEAPOLIS, IN CONCRETE LANDING ON TOP OF
 PP1048'SOUTH END OF PEDESTRIAN BRIDGE 9892, GO 1 MI (1.6 KM) WEST ALONG
 PP1048'INTERSTATE 94 FROM THE MISSISSIPPI RIVER, THEN 0.35 MI (0.6 KM)
 PP1048'SOUTHWEST ON CEDAR AVENUE THEN 0.15 MI (0.2 KM) EAST ON FRANKLIN
 PP1048'AVENUE, THEN 0.1 MI (0.2 KM) NORTH ON SOUTH 22ND AVENUE THEN 200 FT
 PP1048'(61.0 M) EAST ON SOUTH NINTH STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1059 ***********************************************************************
 PP1059  DESIGNATION -  2781 AP
 PP1059  PID         -  PP1059
 PP1059  STATE/COUNTY-  MN/HENNEPIN
 PP1059  COUNTRY     -  US
 PP1059  USGS QUAD   -  ST PAUL WEST (1993)
 PP1059
 PP1059                         *CURRENT SURVEY CONTROL
 PP1059  ______________________________________________________________________
 PP1059* NAD 83(1986) POSITION- 44 57 58.06   (N) 093 13 06.61   (W)   HD_HELD1  
 PP1059* NAVD 88 ORTHO HEIGHT -   253.284  (meters)     830.98  (feet) ADJUSTED  
 PP1059  ______________________________________________________________________
 PP1059  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 PP1059  DYNAMIC HEIGHT  -        253.277 (meters)      830.96  (feet) COMP
 PP1059  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 PP1059
 PP1059  VERT ORDER      -  FIRST     CLASS I
 PP1059
 PP1059.The horizontal coordinates were established by differentially corrected
 PP1059.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1059.
 PP1059.The orthometric height was determined by differential leveling and
 PP1059.adjusted in June 1991.
 PP1059
 PP1059.Photographs are available for this station.
 PP1059
 PP1059.The dynamic height is computed by dividing the NAVD 88
 PP1059.geopotential number by the normal gravity value computed on the
 PP1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1059.degrees latitude (g = 980.6199 gals.).
 PP1059
 PP1059.The modeled gravity was interpolated from observed gravity values.
 PP1059
 PP1059;                    North         East    Units  Estimated Accuracy
 PP1059;SPC MN S     -   318,757.4     861,651.2     MT  (+/- 3 meters HH1 GPS) 
 PP1059
 PP1059                          SUPERSEDED SURVEY CONTROL
 PP1059
 PP1059  NGVD 29 (??/??/92)  253.228  (m)          830.80   (f) ADJ UNCH    1 1
 PP1059
 PP1059.Superseded values are not recommended for survey control.
 PP1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1059.See file dsdata.txt to determine how the superseded data were derived.
 PP1059
 PP1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8276879210(NAD 83)
 PP1059
 PP1059_MARKER: DD = SURVEY DISK
 PP1059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1059_SP_SET: BRIDGE ABUTMENT
 PP1059_STAMPING: 2781 AP 1969
 PP1059_MARK LOGO: MNHD  
 PP1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1059+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1059
 PP1059  HISTORY     - Date     Condition        Report By
 PP1059  HISTORY     - 1969     MONUMENTED       MNHD
 PP1059  HISTORY     - 1969     GOOD             MNDT
 PP1059  HISTORY     - 1970     GOOD             NGS
 PP1059  HISTORY     - 1985     GOOD             USPSQD
 PP1059  HISTORY     - 1985     GOOD             USPSQD
 PP1059  HISTORY     - 20010802 GOOD             USPSQD
 PP1059  HISTORY     - 20070820 GOOD             MNDT
 PP1059
 PP1059                          STATION DESCRIPTION
 PP1059
 PP1059'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1059'IN MINNEAPOLIS.
 PP1059'STANDARD DISK IN THE SOUTHWEST CORNER OF BRIDGE NO. 27959 THE C.ST. P.
 PP1059'M. AND O RAILROAD OVER I.R. 94 1 BLOCK EAST OF 27TH AVE. S.E. ON
 PP1059'THORNTON ST. S.E.
 PP1059
 PP1059                          STATION RECOVERY (1970)
 PP1059
 PP1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1059'ABOUT 0.45 MILE SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1059'PACIFIC RAILROAD FROM THE CROSSING OF WASHINGTON AVENUE SE AT
 PP1059'MINNEAPOLIS, 0.2 MILE NORTHWEST OF THE CROSSING OF THE RAILROAD AND
 PP1059'FRANKLIN AVENUE, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 PP1059'CONCRETE ABUTMENT OF THE RAILROAD BRIDGE OVER INTERSTATE HIGHWAY 94,
 PP1059'13.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 1.5 FEET
 PP1059'NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF THE
 PP1059'BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK. NOTE-- THIS
 PP1059'MARK IS ALSO 2.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST.
 PP1059'PAUL AND PACIFIC RAILROAD FROM THE RAILROAD OVERPASS FOR SHELLING AND
 PP1059'MARSHALL AVENUES AT ST. PAUL.
 PP1059
 PP1059                          STATION RECOVERY (1985)
 PP1059
 PP1059'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1059'RECOVERED IN GOOD CONDITION.
 PP1059
 PP1059                          STATION RECOVERY (1985)
 PP1059
 PP1059'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1059'RECOVERED IN GOOD CONDITION.
 PP1059
 PP1059                          STATION RECOVERY (2001)
 PP1059
 PP1059'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1059'RECOVERED IN GOOD CONDITION.
 PP1059
 PP1059                          STATION RECOVERY (2007)
 PP1059
 PP1059'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1059'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH OF NEW BRIGHTON, 6.3
 PP1059'MI (10.1 KM) WEST-NORTHWEST OF SAINT PAUL AND 2.4 MI (3.9 KM)
 PP1059'EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1059' 
 PP1059'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.45 MI (0.7 KM) SOUTHEAST OF
 PP1059'THE JUNCTION OF WASHINGTON AVENUE SOUTHEAST AND RAILROAD, 0.2 MI (0.3
 PP1059'KM) NORTHWEST OF THE JUNCTION OF FRANKLIN AVENUE AND RAILROAD, IN
 PP1059'SOUTHWEST END OF SOUTHEAST ABUTMENT OF RAILROAD BRIDGE OVER INTERSTATE
 PP1059'HIGHWAY 94, 13.7 FT (4.2 M) SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK,
 PP1059'1.5 FT (0.5 M) NORTHEAST OF SOUTHWEST END OF SOUTHEAST ABU.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1060 ***********************************************************************
 PP1060  DESIGNATION -  2781 AQ
 PP1060  PID         -  PP1060
 PP1060  STATE/COUNTY-  MN/HENNEPIN
 PP1060  COUNTRY     -  US
 PP1060  USGS QUAD   -  ST PAUL WEST (1993)
 PP1060
 PP1060                         *CURRENT SURVEY CONTROL
 PP1060  ______________________________________________________________________
 PP1060* NAD 83(1986) POSITION- 44 57 53.     (N) 093 12 56.     (W)   SCALED    
 PP1060* NAVD 88 ORTHO HEIGHT -   259.770  (meters)     852.26  (feet) ADJUSTED  
 PP1060  ______________________________________________________________________
 PP1060  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 PP1060  DYNAMIC HEIGHT  -        259.763 (meters)      852.24  (feet) COMP
 PP1060  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 PP1060
 PP1060  VERT ORDER      -  SECOND    CLASS 0
 PP1060
 PP1060.The horizontal coordinates were scaled from a topographic map and have
 PP1060.an estimated accuracy of +/- 6 seconds.
 PP1060.
 PP1060.The orthometric height was determined by differential leveling and
 PP1060.adjusted in June 1991.
 PP1060
 PP1060.The dynamic height is computed by dividing the NAVD 88
 PP1060.geopotential number by the normal gravity value computed on the
 PP1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1060.degrees latitude (g = 980.6199 gals.).
 PP1060
 PP1060.The modeled gravity was interpolated from observed gravity values.
 PP1060
 PP1060;                    North         East    Units  Estimated Accuracy
 PP1060;SPC MN S     -   318,600.      861,890.      MT  (+/- 180 meters Scaled)
 PP1060
 PP1060                          SUPERSEDED SURVEY CONTROL
 PP1060
 PP1060  NGVD 29 (??/??/92)  259.717  (m)          852.09   (f) ADJ UNCH    2 0
 PP1060
 PP1060.Superseded values are not recommended for survey control.
 PP1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1060.See file dsdata.txt to determine how the superseded data were derived.
 PP1060
 PP1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK830790(NAD 83)
 PP1060
 PP1060_MARKER: DD = SURVEY DISK
 PP1060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1060_SP_SET: BRIDGE ABUTMENT
 PP1060_STAMPING: 2781 AQ
 PP1060_MARK LOGO: MNHD  
 PP1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1060+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1060
 PP1060  HISTORY     - Date     Condition        Report By
 PP1060  HISTORY     - 1969     MONUMENTED       MNHD
 PP1060  HISTORY     - 1969     GOOD             MNDT
 PP1060  HISTORY     - 1985     GOOD             USPSQD
 PP1060  HISTORY     - 20010802 MARK NOT FOUND   USPSQD
 PP1060  HISTORY     - 20070820 GOOD             MNDT
 PP1060
 PP1060                          STATION DESCRIPTION
 PP1060
 PP1060'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1060'IN MINNEAPOLIS.
 PP1060'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27957 FRANKLIN
 PP1060'AVENUE OVER I.R. 94.
 PP1060
 PP1060                          STATION RECOVERY (1985)
 PP1060
 PP1060'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1060'RECOVERED IN GOOD CONDITION.
 PP1060
 PP1060                          STATION RECOVERY (2001)
 PP1060
 PP1060'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1060'BRIDGE REBUILT IN 1995, NUMBER 27856. VERTICAL CONTROL DISK AT
 PP1060'LOCATION WITH NO STAMPING
 PP1060
 PP1060                          STATION RECOVERY (2007)
 PP1060
 PP1060'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1060'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH OF NEW BRIGHTON, 6.2
 PP1060'MI (10.0 KM) WEST-NORTHWEST OF SAINT PAUL AND 2.6 MI (4.2 KM)
 PP1060'EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1060' 
 PP1060'TO REACH TO THE MARK GO AT MINNEAPOLIS, IN SOUTHEAST CORNER OF
 PP1060'FRANKLIN AVENUE SOUTHEAST BRIDGE 27957 OVER INTERSTATE HIGHWAY 94,
 PP1060'BRIDGE REBUILT IN 1995 VERTICAL CONTROL DISK AT LOCATION WITH NO
 PP1060'STAMPING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1061 ***********************************************************************
 PP1061  DESIGNATION -  2781 AR
 PP1061  PID         -  PP1061
 PP1061  STATE/COUNTY-  MN/HENNEPIN
 PP1061  COUNTRY     -  US
 PP1061  USGS QUAD   -  ST PAUL WEST (1993)
 PP1061
 PP1061                         *CURRENT SURVEY CONTROL
 PP1061  ______________________________________________________________________
 PP1061* NAD 83(1986) POSITION- 44 57 43.     (N) 093 12 47.     (W)   SCALED    
 PP1061* NAVD 88 ORTHO HEIGHT -   254.294  (meters)     834.30  (feet) ADJUSTED  
 PP1061  ______________________________________________________________________
 PP1061  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 PP1061  DYNAMIC HEIGHT  -        254.286 (meters)      834.27  (feet) COMP
 PP1061  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 PP1061
 PP1061  VERT ORDER      -  FIRST     CLASS I
 PP1061
 PP1061.The horizontal coordinates were scaled from a topographic map and have
 PP1061.an estimated accuracy of +/- 6 seconds.
 PP1061.
 PP1061.The orthometric height was determined by differential leveling and
 PP1061.adjusted in June 1991.
 PP1061
 PP1061.The dynamic height is computed by dividing the NAVD 88
 PP1061.geopotential number by the normal gravity value computed on the
 PP1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1061.degrees latitude (g = 980.6199 gals.).
 PP1061
 PP1061.The modeled gravity was interpolated from observed gravity values.
 PP1061
 PP1061;                    North         East    Units  Estimated Accuracy
 PP1061;SPC MN S     -   318,300.      862,090.      MT  (+/- 180 meters Scaled)
 PP1061
 PP1061                          SUPERSEDED SURVEY CONTROL
 PP1061
 PP1061  NGVD 29 (??/??/92)  254.237  (m)          834.11   (f) ADJ UNCH    1 1
 PP1061
 PP1061.Superseded values are not recommended for survey control.
 PP1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1061.See file dsdata.txt to determine how the superseded data were derived.
 PP1061
 PP1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK831787(NAD 83)
 PP1061
 PP1061_MARKER: DD = SURVEY DISK
 PP1061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1061_SP_SET: BRIDGE
 PP1061_STAMPING: 2781 AR
 PP1061_MARK LOGO: MNHD  
 PP1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1061
 PP1061  HISTORY     - Date     Condition        Report By
 PP1061  HISTORY     - UNK      MONUMENTED       MNDT
 PP1061  HISTORY     - 1969     GOOD             MNDT
 PP1061  HISTORY     - 1970     GOOD             NGS
 PP1061  HISTORY     - 1985     GOOD             USPSQD
 PP1061  HISTORY     - 1985     GOOD             USPSQD
 PP1061  HISTORY     - 20000304 GOOD             USPSQD
 PP1061  HISTORY     - 20070820 MARK NOT FOUND   MNDT
 PP1061
 PP1061                          STATION DESCRIPTION
 PP1061
 PP1061'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1061'IN MINNEAPOLIS.
 PP1061'STANDARD DISK IN SOUTH END OF PEDESTRAIN BRIDGE NO. 27958 PED. BRIDGE
 PP1061'OVER I.R. 94 AND RAILROAD TRACKS.  DISK IS IN THE SOUTH END OF THE 2ND
 PP1061'STEP.
 PP1061
 PP1061                          STATION RECOVERY (1970)
 PP1061
 PP1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1061'ABOUT 2.5 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1061'PACIFIC RAILROAD FROM THE OVERPASS FOR SHELLING AND MARSHALL AVENUES
 PP1061'AT ST. PAUL, 0.85 MILE SOUTHEAST OF THE CROSSING OF THE RAILROAD AND
 PP1061'WASHINGTON AVENUE SE, 0.4 MILE NORTHWEST OF THE JUNCTION OF THE
 PP1061'RAILROAD AND A RAILROAD WHICH LEADS WEST, SET IN THE TOP OF THE
 PP1061'SOUTHWEST END OF THE SECOND STEP FROM THE BOTTOM AND DIRECTLY ABOVE
 PP1061'THE NORTHWEST CONCRETE FOOTING FOR FOOT BRIDGE NUMBER 27958 OVER THE
 PP1061'RAILROAD AND INTERSTATE HIGHWAY 94, 136 FEET NORTHEAST OF THE CENTER
 PP1061'LINE OF E RIVER TERRACE, 43.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 PP1061'THE SOUTHWEST TRACK, 16 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 PP1061'SEYMORE AVENUE SE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF A WALKWAY, AND
 PP1061'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 PP1061
 PP1061                          STATION RECOVERY (1985)
 PP1061
 PP1061'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1061'RECOVERED IN GOOD CONDITION.
 PP1061
 PP1061                          STATION RECOVERY (1985)
 PP1061
 PP1061'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1061'MARK LOCATED IN SOUTH SIDE OF 2ND STEP OF PEDESTRIAN BRIDGE OVER 3
 PP1061'TRACKS. I 94 IN WEST OF CENTERLINE ABOUT 1.5 MILES EAST OF
 PP1061'MISSISSIPPI RIVER.
 PP1061
 PP1061                          STATION RECOVERY (2000)
 PP1061
 PP1061'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1061'RECOVERED IN GOOD CONDITION.
 PP1061
 PP1061                          STATION RECOVERY (2007)
 PP1061
 PP1061'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1061'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3382 ***********************************************************************
 PP3382  DESIGNATION -  2781 AS
 PP3382  PID         -  PP3382
 PP3382  STATE/COUNTY-  MN/HENNEPIN
 PP3382  COUNTRY     -  US
 PP3382  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3382
 PP3382                         *CURRENT SURVEY CONTROL
 PP3382  ______________________________________________________________________
 PP3382* NAD 83(1986) POSITION- 44 59 30.66   (N) 093 17 11.35   (W)   HD_HELD1  
 PP3382* NAVD 88 ORTHO HEIGHT -   255.383  (meters)     837.87  (feet) ADJUSTED  
 PP3382  ______________________________________________________________________
 PP3382  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP3382  DYNAMIC HEIGHT  -        255.377 (meters)      837.85  (feet) COMP
 PP3382  MODELED GRAVITY -    980,588.2   (mgal)                       NAVD 88
 PP3382
 PP3382  VERT ORDER      -  SECOND    CLASS II
 PP3382
 PP3382.The horizontal coordinates were established by differentially corrected
 PP3382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3382.
 PP3382.The orthometric height was determined by differential leveling and
 PP3382.adjusted in June 1995.
 PP3382
 PP3382.Photographs are available for this station.
 PP3382
 PP3382.The dynamic height is computed by dividing the NAVD 88
 PP3382.geopotential number by the normal gravity value computed on the
 PP3382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3382.degrees latitude (g = 980.6199 gals.).
 PP3382
 PP3382.The modeled gravity was interpolated from observed gravity values.
 PP3382
 PP3382;                    North         East    Units  Estimated Accuracy
 PP3382;SPC MN S     -   321,566.6     856,263.2     MT  (+/- 3 meters HH1 GPS) 
 PP3382
 PP3382                          SUPERSEDED SURVEY CONTROL
 PP3382
 PP3382.No superseded survey control is available for this station.
 PP3382
 PP3382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7741782084(NAD 83)
 PP3382
 PP3382_MARKER: DB = BENCH MARK DISK
 PP3382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3382_SP_SET: BRIDGE RAILING
 PP3382_STAMPING: 2781 AS 1979
 PP3382_MARK LOGO: MNDT  
 PP3382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3382
 PP3382  HISTORY     - Date     Condition        Report By
 PP3382  HISTORY     - 1979     MONUMENTED       MNDT
 PP3382  HISTORY     - 20070712 GOOD             MNDT
 PP3382
 PP3382                          STATION DESCRIPTION
 PP3382
 PP3382'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3382'IN MINNEAPOLIS.
 PP3382'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 PP3382'SECTION 15, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 PP3382'SOUTHWEST CORNER OF THE PLYMOUTH AVENUE NORTH BRIDGE (NUMBER 27796)
 PP3382'OVER INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3382'MONUMENT DISK STAMPED---2781 AS 1979---, IS SET FLUSH IN A DRILL
 PP3382'HOLE.
 PP3382
 PP3382                          STATION RECOVERY (2007)
 PP3382
 PP3382'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3382'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) EAST-NORTHEAST OF HOPKINS,
 PP3382'6.6 MI (10.6 KM) SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3 KM)
 PP3382'NORTHWEST OF MINNEAPOLIS.
 PP3382' 
 PP3382'TO REACH TO THE MARK IN MINNEAPOLIS, ON THE TOP OF RAILING AT
 PP3382'SOUTHWEST CORNER OF PLYMOUTH AVENUE NORTH BRIDGE 27796 OVER INTERSTATE
 PP3382'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3383 ***********************************************************************
 PP3383  DESIGNATION -  2781 AS 1
 PP3383  PID         -  PP3383
 PP3383  STATE/COUNTY-  MN/HENNEPIN
 PP3383  COUNTRY     -  US
 PP3383  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3383
 PP3383                         *CURRENT SURVEY CONTROL
 PP3383  ______________________________________________________________________
 PP3383* NAD 83(1986) POSITION- 44 59 30.79   (N) 093 17 00.48   (W)   HD_HELD1  
 PP3383* NAVD 88 ORTHO HEIGHT -   253.902  (meters)     833.01  (feet) ADJUSTED  
 PP3383  ______________________________________________________________________
 PP3383  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP3383  DYNAMIC HEIGHT  -        253.896 (meters)      832.99  (feet) COMP
 PP3383  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 PP3383
 PP3383  VERT ORDER      -  SECOND    CLASS II
 PP3383
 PP3383.The horizontal coordinates were established by differentially corrected
 PP3383.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3383.
 PP3383.The orthometric height was determined by differential leveling and
 PP3383.adjusted in June 1995.
 PP3383
 PP3383.Photographs are available for this station.
 PP3383
 PP3383.The dynamic height is computed by dividing the NAVD 88
 PP3383.geopotential number by the normal gravity value computed on the
 PP3383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3383.degrees latitude (g = 980.6199 gals.).
 PP3383
 PP3383.The modeled gravity was interpolated from observed gravity values.
 PP3383
 PP3383;                    North         East    Units  Estimated Accuracy
 PP3383;SPC MN S     -   321,572.7     856,501.3     MT  (+/- 3 meters HH1 GPS) 
 PP3383
 PP3383                          SUPERSEDED SURVEY CONTROL
 PP3383
 PP3383.No superseded survey control is available for this station.
 PP3383
 PP3383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7765582088(NAD 83)
 PP3383
 PP3383_MARKER: DB = BENCH MARK DISK
 PP3383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP3383_SP_SET: BRIDGE RAILING
 PP3383_STAMPING: 2781 AS 1 1979
 PP3383_MARK LOGO: MNDT  
 PP3383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP3383
 PP3383  HISTORY     - Date     Condition        Report By
 PP3383  HISTORY     - 1979     MONUMENTED       MNDT
 PP3383  HISTORY     - 20070712 GOOD             MNDT
 PP3383
 PP3383                          STATION DESCRIPTION
 PP3383
 PP3383'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3383'IN MINNEAPOLIS.
 PP3383'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 PP3383'SECTION 15, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 PP3383'SOUTHEAST CORNER OF THE PLYMOUTH AVENUE NORTH BRIDGE (NUMBER 27796)
 PP3383'OVER INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PP3383'MONUMENT DISK STAMPED---2781 AS 1 1979---, IS SET FLUSH IN A DRILL
 PP3383'HOLE.
 PP3383
 PP3383                          STATION RECOVERY (2007)
 PP3383
 PP3383'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP3383'THE MARK IS LOCATED ABOUT 9.9 MI (15.9 KM) WEST-NORTHWEST OF SAINT
 PP3383'PAUL, 6.5 MI (10.5 KM) SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1 KM)
 PP3383'NORTHWEST OF MINNEAPOLIS.
 PP3383' 
 PP3383'TO REACH TO THE MARK IN MINNEAPOLIS, ON TOP OF CONCRETE RAILING AT
 PP3383'SOUTHEAST CORNER OF PLYMOUTH AVENUE NORTH BRIDGE 27796 OVER INTERSTATE
 PP3383'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3384 ***********************************************************************
 PP3384  DESIGNATION -  2781 AT
 PP3384  PID         -  PP3384
 PP3384  STATE/COUNTY-  MN/HENNEPIN
 PP3384  COUNTRY     -  US
 PP3384  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP3384
 PP3384                         *CURRENT SURVEY CONTROL
 PP3384  ______________________________________________________________________
 PP3384* NAD 83(1986) POSITION- 44 59 56.38   (N) 093 16 55.71   (W)   HD_HELD1  
 PP3384* NAVD 88 ORTHO HEIGHT -   252.097  (meters)     827.09  (feet) ADJUSTED  
 PP3384  ______________________________________________________________________
 PP3384  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP3384  DYNAMIC HEIGHT  -        252.092 (meters)      827.07  (feet) COMP
 PP3384  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 PP3384
 PP3384  VERT ORDER      -  SECOND    CLASS II
 PP3384
 PP3384.The horizontal coordinates were established by differentially corrected
 PP3384.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP3384.
 PP3384.The orthometric height was determined by differential leveling and
 PP3384.adjusted in June 1995.
 PP3384
 PP3384.Photographs are available for this station.
 PP3384
 PP3384.The dynamic height is computed by dividing the NAVD 88
 PP3384.geopotential number by the normal gravity value computed on the
 PP3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3384.degrees latitude (g = 980.6199 gals.).
 PP3384
 PP3384.The modeled gravity was interpolated from observed gravity values.
 PP3384
 PP3384;                    North         East    Units  Estimated Accuracy
 PP3384;SPC MN S     -   322,363.6     856,598.8     MT  (+/- 3 meters HH1 GPS) 
 PP3384
 PP3384                          SUPERSEDED SURVEY CONTROL
 PP3384
 PP3384.No superseded survey control is available for this station.
 PP3384
 PP3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7776282877(NAD 83)
 PP3384
 PP3384_MARKER: DB = BENCH MARK DISK
 PP3384_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3384_SP_SET: BRIDGE ABUTMENT
 PP3384_STAMPING: 2781 AT 1979
 PP3384_MARK LOGO: MNDT  
 PP3384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3384
 PP3384  HISTORY     - Date     Condition        Report By
 PP3384  HISTORY     - 1979     MONUMENTED       MNDT
 PP3384  HISTORY     - 20070711 GOOD             MNDT
 PP3384
 PP3384                          STATION DESCRIPTION
 PP3384
 PP3384'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP3384'IN MINNEAPOLIS.
 PP3384'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 PP3384'SECTION 15, T29N, R24W, IN THE TOP OF THE SIDEWALK IN THE SOUTHEAST
 PP3384'CORNER OF THE WEST BROADWAY BRIDGE (NUMBER 27815) OVER INTERSTATE 94.
 PP3384'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PP3384'STAMPED---2781 AT 1979---, IS SET FLUSH IN A DRILL HOLE.
 PP3384
 PP3384                          STATION RECOVERY (2007)
 PP3384
 PP3384'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP3384'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST-NORTHWEST OF SAINT
 PP3384'PAUL, 6.1 MI (9.8 KM) SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP3384'NORTHWEST OF MINNEAPOLIS.
 PP3384' 
 PP3384'TO REACH TO THE MARK IN MINNEAPOLIS, IN SIDEWALK AT SOUTHEAST CORNER
 PP3384'OF WEST BROADWAY BRIDGE 27815 OVER INTERSTATE HIGHWAY 94, 1.3 FT (0.4
 PP3384'M) SOUTH OF CURB, 6.7 FT (2.0 M) NORTH OF CONCRETE RAILING, 1.7 FT
 PP3384'(0.5 M) WEST OF EXPANSION PLATE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2334 ***********************************************************************
 QO2334  DESIGNATION -  2781 AU
 QO2334  PID         -  QO2334
 QO2334  STATE/COUNTY-  MN/HENNEPIN
 QO2334  COUNTRY     -  US
 QO2334  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2334
 QO2334                         *CURRENT SURVEY CONTROL
 QO2334  ______________________________________________________________________
 QO2334* NAD 83(1986) POSITION- 45 00 21.0    (N) 093 16 55.6    (W)   HD_HELD2  
 QO2334* NAVD 88 ORTHO HEIGHT -   253.853  (meters)     832.85  (feet) ADJUSTED  
 QO2334  ______________________________________________________________________
 QO2334  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2334  DYNAMIC HEIGHT  -        253.848 (meters)      832.83  (feet) COMP
 QO2334  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 QO2334
 QO2334  VERT ORDER      -  SECOND    CLASS II
 QO2334
 QO2334.The horizontal coordinates were established by autonomous hand held GPS
 QO2334.observations and have an estimated accuracy of +/- 10 meters.
 QO2334.
 QO2334.The orthometric height was determined by differential leveling and
 QO2334.adjusted in June 1995.
 QO2334
 QO2334.Photographs are available for this station.
 QO2334
 QO2334.The dynamic height is computed by dividing the NAVD 88
 QO2334.geopotential number by the normal gravity value computed on the
 QO2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2334.degrees latitude (g = 980.6199 gals.).
 QO2334
 QO2334.The modeled gravity was interpolated from observed gravity values.
 QO2334
 QO2334;                    North         East    Units  Estimated Accuracy
 QO2334;SPC MN S     -   323,124.      856,595.      MT  (+/- 10 meters HH2 GPS)
 QO2334
 QO2334                          SUPERSEDED SURVEY CONTROL
 QO2334
 QO2334.No superseded survey control is available for this station.
 QO2334
 QO2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7776783637(NAD 83)
 QO2334
 QO2334_MARKER: DV = VERTICAL CONTROL DISK
 QO2334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2334_SP_SET: BRIDGE ABUTMENT
 QO2334_STAMPING: 2781 AU 1979
 QO2334_MARK LOGO: MNDT  
 QO2334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2334
 QO2334  HISTORY     - Date     Condition        Report By
 QO2334  HISTORY     - 1979     MONUMENTED       MNDT
 QO2334  HISTORY     - 19800120 GOOD             MNDT
 QO2334  HISTORY     - 20070712 GOOD             MNDT
 QO2334
 QO2334                          STATION DESCRIPTION
 QO2334
 QO2334'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2334'IN MINNEAPOLIS.
 QO2334'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2334'SECTION 15, T15N, R24W, IN THE TOP OF THE SOUTHEAST CORNER ABUTMENT
 QO2334'OF THE 26TH AVENUE NORTH BRIDGE (NUMBER 27814) OVER INTERSTATE 94, AT
 QO2334'THE INTERSECTION OF 26TH AVENUE NORTH AND WASHINGTON AVENUE NORTH.
 QO2334'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2334'STAMPED---2781 AU 1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2334
 QO2334                          STATION RECOVERY (1980)
 QO2334
 QO2334'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2334'RECOVERED IN GOOD CONDITION.
 QO2334
 QO2334                          STATION RECOVERY (2007)
 QO2334
 QO2334'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2334'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHEAST OF OSSEO, 5.7 MI
 QO2334'(9.2 KM) SOUTHWEST OF NEW BRIGHTON AND 2.0 MI (3.2 KM) NORTH-NORTHWEST
 QO2334'OF MINNEAPOLIS.
 QO2334' 
 QO2334'TO REACH TO THE MARK IN MINNEAPOLIS, AT THE JUNCTION OF 26TH AVENUE
 QO2334'NORTH AND WASHINGTON AVENUE NORTH, IN SOUTHEAST CORNER OF 26TH AVENUE
 QO2334'NORTH BRIDGE 27814 OVER INTERSTATE HIGHWAY 94, IN THE TOP OF RAILING,
 QO2334'30 FT (9.1 M) WEST FROM EAST END OF CONCRETE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2335 ***********************************************************************
 QO2335  DESIGNATION -  2781 AV
 QO2335  PID         -  QO2335
 QO2335  STATE/COUNTY-  MN/HENNEPIN
 QO2335  COUNTRY     -  US
 QO2335  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2335
 QO2335                         *CURRENT SURVEY CONTROL
 QO2335  ______________________________________________________________________
 QO2335* NAD 83(1986) POSITION- 45 00 46.84   (N) 093 16 55.35   (W)   HD_HELD1  
 QO2335* NAVD 88 ORTHO HEIGHT -   257.858  (meters)     845.99  (feet) ADJUSTED  
 QO2335  ______________________________________________________________________
 QO2335  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2335  DYNAMIC HEIGHT  -        257.853 (meters)      845.97  (feet) COMP
 QO2335  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QO2335
 QO2335  VERT ORDER      -  SECOND    CLASS II
 QO2335
 QO2335.The horizontal coordinates were established by differentially corrected
 QO2335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2335.
 QO2335.The orthometric height was determined by differential leveling and
 QO2335.adjusted in June 1995.
 QO2335
 QO2335.Photographs are available for this station.
 QO2335
 QO2335.The dynamic height is computed by dividing the NAVD 88
 QO2335.geopotential number by the normal gravity value computed on the
 QO2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2335.degrees latitude (g = 980.6199 gals.).
 QO2335
 QO2335.The modeled gravity was interpolated from observed gravity values.
 QO2335
 QO2335;                    North         East    Units  Estimated Accuracy
 QO2335;SPC MN S     -   323,921.2     856,593.0     MT  (+/- 3 meters HH1 GPS) 
 QO2335
 QO2335                          SUPERSEDED SURVEY CONTROL
 QO2335
 QO2335.No superseded survey control is available for this station.
 QO2335
 QO2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7777584434(NAD 83)
 QO2335
 QO2335_MARKER: DV = VERTICAL CONTROL DISK
 QO2335_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2335_SP_SET: BRIDGE RAILING
 QO2335_STAMPING: 2781 AV 1979
 QO2335_MARK LOGO: MNDT  
 QO2335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2335
 QO2335  HISTORY     - Date     Condition        Report By
 QO2335  HISTORY     - 1979     MONUMENTED       MNDT
 QO2335  HISTORY     - 19800120 GOOD             MNDT
 QO2335  HISTORY     - 19860209 GOOD             MNDT
 QO2335  HISTORY     - 20070712 GOOD             MNDT
 QO2335
 QO2335                          STATION DESCRIPTION
 QO2335
 QO2335'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2335'IN MINNEAPOLIS.
 QO2335'THE MARK IS LOCATED IN THE NORTH PART OF THE CITY OF MINNEAPOLIS, IN
 QO2335'THE SW 1/4 OF SECTION 10, T29N, R24W, IN THE TOP OF THE CONCRETE
 QO2335'RAILING IN THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY 278 (LOWRY
 QO2335'AVENUE) BRIDGE (NUMBER 27813) OVER INTERSTATE 94.  THE MARK, A
 QO2335'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2781 AV
 QO2335'1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2335
 QO2335                          STATION RECOVERY (1980)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2335'RECOVERED IN GOOD CONDITION.
 QO2335
 QO2335                          STATION RECOVERY (1986)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2335'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2335'THE SW 1/4 OF SECTION 10, T29N, R24W, IN THE SOUTHEAST CORNER OF THE
 QO2335'LOWRY AVENUE AND TRUNK HIGHWAY 278 BRIDGE (NUMBER 27813) OVER TRUNK
 QO2335'HIGHWAY 94 IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2335'CONTROL MONUMENT DISK STAMPED---2781 AV 1979---, IS SET FLUSH IN A
 QO2335'DRILL HOLE IN THE TOP OF THE CONCRETE RAILING IN THE SOUTHEAST CORNER
 QO2335'OF THE BRIDGE.
 QO2335
 QO2335                          STATION RECOVERY (2007)
 QO2335
 QO2335'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2335'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF OSSEO, 5.4 MI
 QO2335'(8.7 KM) SOUTHWEST OF NEW BRIGHTON AND 2.4 MI (3.9 KM) NORTH-NORTHWEST
 QO2335'OF MINNEAPOLIS.
 QO2335' 
 QO2335'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT SOUTHEAST CORNER OF
 QO2335'LOWRY AVENUE (TRUNK HIGHWAY 278) BRIDGE 27813 OVER INTERSTATE HIGHWAY
 QO2335'94, 1.0 FT (0.3 M) WEST OF EAST END OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2336 ***********************************************************************
 QO2336  DESIGNATION -  2781 AV 1
 QO2336  PID         -  QO2336
 QO2336  STATE/COUNTY-  MN/HENNEPIN
 QO2336  COUNTRY     -  US
 QO2336  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2336
 QO2336                         *CURRENT SURVEY CONTROL
 QO2336  ______________________________________________________________________
 QO2336* NAD 83(1986) POSITION- 45 00 48.     (N) 093 16 59.     (W)   SCALED    
 QO2336* NAVD 88 ORTHO HEIGHT -   264.588  (meters)     868.07  (feet) ADJUSTED  
 QO2336  ______________________________________________________________________
 QO2336  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2336  DYNAMIC HEIGHT  -        264.582 (meters)      868.05  (feet) COMP
 QO2336  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 QO2336
 QO2336  VERT ORDER      -  SECOND    CLASS II
 QO2336
 QO2336.The horizontal coordinates were scaled from a topographic map and have
 QO2336.an estimated accuracy of +/- 6 seconds.
 QO2336.
 QO2336.The orthometric height was determined by differential leveling and
 QO2336.adjusted in June 1995.
 QO2336
 QO2336.WARNING-Repeat measurements at this control monument indicate possible
 QO2336.vertical movement.
 QO2336
 QO2336.Photographs are available for this station.
 QO2336
 QO2336.The dynamic height is computed by dividing the NAVD 88
 QO2336.geopotential number by the normal gravity value computed on the
 QO2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2336.degrees latitude (g = 980.6199 gals.).
 QO2336
 QO2336.The modeled gravity was interpolated from observed gravity values.
 QO2336
 QO2336;                    North         East    Units  Estimated Accuracy
 QO2336;SPC MN S     -   323,960.      856,510.      MT  (+/- 180 meters Scaled)
 QO2336
 QO2336                          SUPERSEDED SURVEY CONTROL
 QO2336
 QO2336.No superseded survey control is available for this station.
 QO2336
 QO2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776844(NAD 83)
 QO2336
 QO2336_MARKER: DV = VERTICAL CONTROL DISK
 QO2336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2336_SP_SET: BRIDGE RAILING
 QO2336_STAMPING: 2781 AV 1 1979
 QO2336_MARK LOGO: MNDT  
 QO2336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2336
 QO2336  HISTORY     - Date     Condition        Report By
 QO2336  HISTORY     - 1979     MONUMENTED       MNDT
 QO2336  HISTORY     - 19800120 GOOD             MNDT
 QO2336  HISTORY     - 19860209 GOOD             MNDT
 QO2336  HISTORY     - 20070711 GOOD             MNDT
 QO2336
 QO2336                          STATION DESCRIPTION
 QO2336
 QO2336'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2336'IN MINNEAPOLIS.
 QO2336'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2336'SECTION 10, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING IN THE
 QO2336'NORTHWEST CORNER OF THE TRUNK HIGHWAY 278 (LOWRY AVENUE) BRIDGE
 QO2336'(NUMBER 27813) OVER INTERSTATE 94.  THE MARK, A STANDARD MNDT
 QO2336'VERTICAL CONTROL MONUMENT DISK STAMPED---2781 AV 1 1979---, IS SET
 QO2336'FLUSH IN A DRILL HOLE.
 QO2336
 QO2336                          STATION RECOVERY (1980)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2336'RECOVERED IN GOOD CONDITION.
 QO2336
 QO2336                          STATION RECOVERY (1986)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2336'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2336'THE NW 1/4 OF SECTION 10, T29N, R24W, IN THE NORTHWEST CORNER OF THE
 QO2336'LOWRY AVENUE AND TRUNK HIGHWAY 278 BRIDGE (NUMBER 27813) OVER TRUNK
 QO2336'HIGHWAY 94 IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2336'CONTROL MONUMENT DISK STAMPED---2781 AV 1 1979---, IS SET FLUSH IN A
 QO2336'DRILL HOLE IN THE TOP OF THE CONCRETE RAILING IN THE NORTHEAST CORNER
 QO2336'OF THE BRIDGE.
 QO2336
 QO2336                          STATION RECOVERY (2007)
 QO2336
 QO2336'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2336'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF OSSEO, 5.4 MI
 QO2336'(8.7 KM) SOUTHWEST OF NEW BRIGHTON AND 2.5 MI (4.0 KM) NORTH-NORTHWEST
 QO2336'OF MINNEAPOLIS.
 QO2336' 
 QO2336'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT NORTHWEST CORNER
 QO2336'(IN CONCRETE RAILING) OF LOWRY AVENUE (TRUNK HIGHWAY 278) BRIDGE 27813
 QO2336'OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2337 ***********************************************************************
 QO2337  DESIGNATION -  2781 AW
 QO2337  PID         -  QO2337
 QO2337  STATE/COUNTY-  MN/HENNEPIN
 QO2337  COUNTRY     -  US
 QO2337  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2337
 QO2337                         *CURRENT SURVEY CONTROL
 QO2337  ______________________________________________________________________
 QO2337* NAD 83(1986) POSITION- 45 01 26.46   (N) 093 17 02.55   (W)   HD_HELD1  
 QO2337* NAVD 88 ORTHO HEIGHT -   260.211  (meters)     853.71  (feet) ADJUSTED  
 QO2337  ______________________________________________________________________
 QO2337  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2337  DYNAMIC HEIGHT  -        260.207 (meters)      853.70  (feet) COMP
 QO2337  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QO2337
 QO2337  VERT ORDER      -  SECOND    CLASS II
 QO2337
 QO2337.The horizontal coordinates were established by differentially corrected
 QO2337.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2337.
 QO2337.The orthometric height was determined by differential leveling and
 QO2337.adjusted in June 1995.
 QO2337
 QO2337.Photographs are available for this station.
 QO2337
 QO2337.The dynamic height is computed by dividing the NAVD 88
 QO2337.geopotential number by the normal gravity value computed on the
 QO2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2337.degrees latitude (g = 980.6199 gals.).
 QO2337
 QO2337.The modeled gravity was interpolated from observed gravity values.
 QO2337
 QO2337;                    North         East    Units  Estimated Accuracy
 QO2337;SPC MN S     -   325,142.8     856,424.7     MT  (+/- 3 meters HH1 GPS) 
 QO2337
 QO2337                          SUPERSEDED SURVEY CONTROL
 QO2337
 QO2337.No superseded survey control is available for this station.
 QO2337
 QO2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7762285657(NAD 83)
 QO2337
 QO2337_MARKER: DV = VERTICAL CONTROL DISK
 QO2337_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2337_SP_SET: BRIDGE RAILING
 QO2337_STAMPING: 2781 AW 1979
 QO2337_MARK LOGO: MNDT  
 QO2337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2337+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2010
 QO2337
 QO2337  HISTORY     - Date     Condition        Report By
 QO2337  HISTORY     - 1979     MONUMENTED       MNDT
 QO2337  HISTORY     - 19800207 GOOD             MNDT
 QO2337  HISTORY     - 19860209 GOOD             MNDT
 QO2337  HISTORY     - 20070712 GOOD             MNDT
 QO2337  HISTORY     - 20101201 GOOD             INDIV
 QO2337  HISTORY     - 20101221 GOOD             AE
 QO2337
 QO2337                          STATION DESCRIPTION
 QO2337
 QO2337'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2337'IN MINNEAPOLIS.
 QO2337'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2337'SECTION 3, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 QO2337'NORTHEAST CORNER OF THE DOWLING AVENUE BRIDGE (NUMBER 27812) OVER
 QO2337'INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2337'DISK STAMPED---2781 AW 1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2337
 QO2337                          STATION RECOVERY (1980)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2337'RECOVERED IN GOOD CONDITION.
 QO2337
 QO2337                          STATION RECOVERY (1986)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2337'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2337'THE SW 1/4 OF SECTION 3, T29N, R24W, IN THE NORTHEAST CORNER OF THE
 QO2337'DOWLING AVENUE BRIDGE (NUMBER 27812) OVER TRUNK HIGHWAY 94 IN NORTH
 QO2337'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2337'DISK STAMPED---2781 AW 1979---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2337'TOP OF THE CONCRETE RAILING AT THE NORTHEAST CORNER OF THE BRIDGE.
 QO2337
 QO2337                          STATION RECOVERY (2007)
 QO2337
 QO2337'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2337'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OSSEO, 4.9 MI
 QO2337'(7.9 KM) SOUTHWEST OF NEW BRIGHTON AND 3.2 MI (5.1 KM) NORTH-NORTHWEST
 QO2337'OF MINNEAPOLIS.
 QO2337' 
 QO2337'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT NORTHEAST CORNER OF
 QO2337'DOWLING AVENUE BRIDGE 27812 OVER INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M)
 QO2337'WEST OF EAST END OF RAILING.
 QO2337
 QO2337                          STATION RECOVERY (2010)
 QO2337
 QO2337'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 QO2337'RECOVERED IN GOOD CONDITION.
 QO2337
 QO2337                          STATION RECOVERY (2010)
 QO2337
 QO2337'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2010 (NH)
 QO2337'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA
 QO2337'RECOVERY MARK IN GOOD CONDITION, AS DESCRIBED
 QO2337'RELEVELING RESULTS FROM 2010 COMPREHENSIVE EVALUATION OF PROJECT
 QO2337'DATUMS (CEPD) SURVEY
 QO2337' 
 QO2337'THE MARK IS THE PRIMARY PROJECT CONTROL POINT (PPCP) FOR THE ST.
 QO2337'ANTHONY FALLS EXTENSION PROJECT.
 QO2337' 
 QO2337'THE MARK IS 853.89 FEET ABOVE ZERO GAGE REFERENCE POINT AT UPPER ST.
 QO2337'ANTHONY FALLS LOCK AND DAM.
 QO2337' 
 QO2337'THE MARK IS 0.18 FEET BELOW MSL 1912 AT UPPER ST. ANTHONY FALLS LOCK
 QO2337'AND DAM.
 QO2337' 
 QO2337'THE MARK IS 34.94 FEET ABOVE CEPD SAF1, A 3.5 INCH BRASS DISK SET IN
 QO2337'CONCRETE LOADING DOCK, 0.3 MILES SOUTHWEST OF MARK.
 QO2337' 
 QO2337'THE MARK IS 46.88 FEET ABOVE SP 780, A SCRIBED   X  ON TOP OF FIRST
 QO2337'SNUBBING POST ON LANDWARD WALL, 30 FEET DOWNSTREAM OF GAGE WELL, 3.2
 QO2337'MILES SOUTHEAST OF MARK AT UPPER ST. ANTHONY FALLS LOCK AND DAM.
 QO2337' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2338 ***********************************************************************
 QO2338  DESIGNATION -  2781 AW 1
 QO2338  PID         -  QO2338
 QO2338  STATE/COUNTY-  MN/HENNEPIN
 QO2338  COUNTRY     -  US
 QO2338  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2338
 QO2338                         *CURRENT SURVEY CONTROL
 QO2338  ______________________________________________________________________
 QO2338* NAD 83(1986) POSITION- 45 01 25.81   (N) 093 17 06.44   (W)   HD_HELD1  
 QO2338* NAVD 88 ORTHO HEIGHT -   264.816  (meters)     868.82  (feet) ADJUSTED  
 QO2338  ______________________________________________________________________
 QO2338  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QO2338  DYNAMIC HEIGHT  -        264.811 (meters)      868.80  (feet) COMP
 QO2338  MODELED GRAVITY -    980,591.1   (mgal)                       NAVD 88
 QO2338
 QO2338  VERT ORDER      -  SECOND    CLASS II
 QO2338
 QO2338.The horizontal coordinates were established by differentially corrected
 QO2338.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2338.
 QO2338.The orthometric height was determined by differential leveling and
 QO2338.adjusted in June 1995.
 QO2338
 QO2338.Photographs are available for this station.
 QO2338
 QO2338.The dynamic height is computed by dividing the NAVD 88
 QO2338.geopotential number by the normal gravity value computed on the
 QO2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2338.degrees latitude (g = 980.6199 gals.).
 QO2338
 QO2338.The modeled gravity was interpolated from observed gravity values.
 QO2338
 QO2338;                    North         East    Units  Estimated Accuracy
 QO2338;SPC MN S     -   325,122.0     856,339.7     MT  (+/- 3 meters HH1 GPS) 
 QO2338
 QO2338                          SUPERSEDED SURVEY CONTROL
 QO2338
 QO2338.No superseded survey control is available for this station.
 QO2338
 QO2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7753785637(NAD 83)
 QO2338
 QO2338_MARKER: DV = VERTICAL CONTROL DISK
 QO2338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2338_SP_SET: BRIDGE RAILING
 QO2338_STAMPING: 2781 AW 1 1979
 QO2338_MARK LOGO: MNHD  
 QO2338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2338+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 QO2338
 QO2338  HISTORY     - Date     Condition        Report By
 QO2338  HISTORY     - 1979     MONUMENTED       MNHD
 QO2338  HISTORY     - 19860209 GOOD             MNDT
 QO2338  HISTORY     - 20070712 GOOD             MNDT
 QO2338  HISTORY     - 20101201 GOOD             INDIV
 QO2338
 QO2338                          STATION DESCRIPTION
 QO2338
 QO2338'DESCRIBED BY MN HIGHWAY DEPT 1979
 QO2338'IN MINNEAPOLIS.
 QO2338'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE SW 1/4 OF
 QO2338'SECTION 3, T29N, R24W, IN THE TOP OF THE CONCRETE RAILING AT THE
 QO2338'NORTHWEST CORNER OF THE DOWLING AVENUE BRIDGE (NUMBER 27812) OVER
 QO2338'INTERSTATE 94.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2338'DISK STAMPED---2781 AW 1 1979---, IS SET FLUSH IN A DRILL HOLE.
 QO2338
 QO2338                          STATION RECOVERY (1986)
 QO2338
 QO2338'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QO2338'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2338'THE SW 1/4 OF SECTION 3, T29N, R24W, IN THE SOUTHEAST CORNER OF THE
 QO2338'DOWLING AVENUE BRIDGE (NUMBER 27812) OVER TRUNK HIGHWAY 94 IN NORTH
 QO2338'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2338'DISK STAMPED---2781 AW 1 1979---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2338'TOP OF THE CONCRETE RAILING IN THE SOUTHWEST CORNER OF THE BRIDGE.
 QO2338
 QO2338                          STATION RECOVERY (2007)
 QO2338
 QO2338'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2338'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OSSEO, 5.0 MI
 QO2338'(8.0 KM) SOUTHWEST OF NEW BRIGHTON AND 3.2 MI (5.1 KM) NORTH-NORTHWEST
 QO2338'OF MINNEAPOLIS.
 QO2338' 
 QO2338'TO REACH TO THE MARK IN MINNEAPOLIS, IN RAILING AT SOUTHWEST CORNER OF
 QO2338'DOWLING AVENUE BRIDGE 27812 OVER INTERSTATE HIGHWAY 94.
 QO2338
 QO2338                          STATION RECOVERY (2010)
 QO2338
 QO2338'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 QO2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2339 ***********************************************************************
 QO2339  DESIGNATION -  2781 AX
 QO2339  PID         -  QO2339
 QO2339  STATE/COUNTY-  MN/HENNEPIN
 QO2339  COUNTRY     -  US
 QO2339  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2339
 QO2339                         *CURRENT SURVEY CONTROL
 QO2339  ______________________________________________________________________
 QO2339* NAD 83(1986) POSITION- 45 01 53.     (N) 093 17 17.     (W)   SCALED    
 QO2339* NAVD 88 ORTHO HEIGHT -   257.997  (meters)     846.45  (feet) ADJUSTED  
 QO2339  ______________________________________________________________________
 QO2339  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2339  DYNAMIC HEIGHT  -        257.992 (meters)      846.43  (feet) COMP
 QO2339  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QO2339
 QO2339  VERT ORDER      -  SECOND    CLASS II
 QO2339
 QO2339.The horizontal coordinates were scaled from a topographic map and have
 QO2339.an estimated accuracy of +/- 6 seconds.
 QO2339.
 QO2339.The orthometric height was determined by differential leveling and
 QO2339.adjusted in June 1995.
 QO2339
 QO2339.The dynamic height is computed by dividing the NAVD 88
 QO2339.geopotential number by the normal gravity value computed on the
 QO2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2339.degrees latitude (g = 980.6199 gals.).
 QO2339
 QO2339.The modeled gravity was interpolated from observed gravity values.
 QO2339
 QO2339;                    North         East    Units  Estimated Accuracy
 QO2339;SPC MN S     -   325,960.      856,100.      MT  (+/- 180 meters Scaled)
 QO2339
 QO2339                          SUPERSEDED SURVEY CONTROL
 QO2339
 QO2339.No superseded survey control is available for this station.
 QO2339
 QO2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773864(NAD 83)
 QO2339
 QO2339_MARKER: DV = VERTICAL CONTROL DISK
 QO2339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2339_SP_SET: BRIDGE ABUTMENT
 QO2339_STAMPING: 2781 AX 1979
 QO2339_MARK LOGO: MNDT  
 QO2339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2339
 QO2339  HISTORY     - Date     Condition        Report By
 QO2339  HISTORY     - 1979     MONUMENTED       MNDT
 QO2339  HISTORY     - 19800207 GOOD             MNDT
 QO2339  HISTORY     - 20070731 MARK NOT FOUND   MNDT
 QO2339
 QO2339                          STATION DESCRIPTION
 QO2339
 QO2339'DESCRIBED BY MN DEPT OF TRANSP 1979
 QO2339'IN MINNEAPOLIS.
 QO2339'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, IN THE NW 1/4 OF
 QO2339'SECTION 3, T29N, R24W, IN THE TOP OF THE NORTHWEST CORNER ABUTMENT OF
 QO2339'THE 42ND AVENUE BRIDGE (NUMBER 27549) OVER INTERSTATE 94 AND THE
 QO2339'MISSISSIPPI RIVER, AT THE INTERSECTION OF 42ND AVENUE AND TRUNK
 QO2339'HIGHWAY 169 (LYNDALE AVENUE NORTH).  THE MARK, A STANDARD MNDT
 QO2339'VERTICAL CONTROL MONUMENT DISK STAMPED---2781 AX 1979---, IS SET
 QO2339'FLUSH IN A DRILL HOLE.  THE MARK IS 1.0 FOOT NORTH OF THE NORTH
 QO2339'BRIDGE RAILING AT THE WEST ABUTMENT.
 QO2339
 QO2339                          STATION RECOVERY (1980)
 QO2339
 QO2339'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO2339'RECOVERED IN GOOD CONDITION.
 QO2339
 QO2339                          STATION RECOVERY (2007)
 QO2339
 QO2339'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2339'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2432 ***********************************************************************
 QO2432  DESIGNATION -  2781 AY
 QO2432  PID         -  QO2432
 QO2432  STATE/COUNTY-  MN/HENNEPIN
 QO2432  COUNTRY     -  US
 QO2432  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2432
 QO2432                         *CURRENT SURVEY CONTROL
 QO2432  ______________________________________________________________________
 QO2432* NAD 83(1986) POSITION- 45 03 30.39   (N) 093 17 15.87   (W)   HD_HELD1  
 QO2432* NAVD 88 ORTHO HEIGHT -   257.469  (meters)     844.71  (feet) ADJUSTED  
 QO2432  ______________________________________________________________________
 QO2432  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO2432  DYNAMIC HEIGHT  -        257.466 (meters)      844.70  (feet) COMP
 QO2432  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QO2432
 QO2432  VERT ORDER      -  SECOND    CLASS II
 QO2432
 QO2432.The horizontal coordinates were established by differentially corrected
 QO2432.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2432.
 QO2432.The orthometric height was determined by differential leveling and
 QO2432.adjusted in June 1995.
 QO2432
 QO2432.Photographs are available for this station.
 QO2432
 QO2432.The dynamic height is computed by dividing the NAVD 88
 QO2432.geopotential number by the normal gravity value computed on the
 QO2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2432.degrees latitude (g = 980.6199 gals.).
 QO2432
 QO2432.The modeled gravity was interpolated from observed gravity values.
 QO2432
 QO2432;                    North         East    Units  Estimated Accuracy
 QO2432;SPC MN S     -   328,965.7     856,099.8     MT  (+/- 3 meters HH1 GPS) 
 QO2432
 QO2432                          SUPERSEDED SURVEY CONTROL
 QO2432
 QO2432.No superseded survey control is available for this station.
 QO2432
 QO2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7734489482(NAD 83)
 QO2432
 QO2432_MARKER: DV = VERTICAL CONTROL DISK
 QO2432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2432_SP_SET: BRIDGE WALKWAY
 QO2432_STAMPING: 2781 AY 1982
 QO2432_MARK LOGO: MNDT  
 QO2432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2432+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2432
 QO2432  HISTORY     - Date     Condition        Report By
 QO2432  HISTORY     - 1982     MONUMENTED       MNDT
 QO2432  HISTORY     - 19860209 GOOD             MNDT
 QO2432  HISTORY     - 20070731 GOOD             MNDT
 QO2432  HISTORY     - 20080520 GOOD             MNDT
 QO2432
 QO2432                          STATION DESCRIPTION
 QO2432
 QO2432'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2432'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NE 1/4 OF
 QO2432'SECTION 1, T118N, R21W, IN THE NORTH SIDEWALK OF THE 57TH AVENUE
 QO2432'NORTH BRIDGE (NUMBER 27806) OVER TRUNK HIGHWAY 94 IN BROOKLYN PARK.
 QO2432'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO2432'STAMPED---2781 AY 1982---, IS SET FLUSH IN A DRILL HOLE IN THE NORTH
 QO2432'SIDEWALK OF THE BRIDGE.  THE MARK IS 6.0 FT (1.8 M) EAST OF THE WEST
 QO2432'END OF THE BRIDGE RAILING AND 0.5 FT (0.2 M) SOUTH OF THE FACE OF
 QO2432'THE CRASH RAILING.
 QO2432
 QO2432                          STATION RECOVERY (2007)
 QO2432
 QO2432'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2432'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF OSSEO, 5.5 MI
 QO2432'(8.8 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM) WEST OF
 QO2432'NEW BRIGHTON.
 QO2432' 
 QO2432'TO REACH TO THE MARK AT BROOKLYN CENTER, IN NORTH SIDEWALK OF 57TH
 QO2432'AVENUE NORTH BRIDGE 27806 OVER INTERSTATE HIGHWAY 94, 6.0 FT (1.8 M)
 QO2432'EAST OF WEST END OF BRIDGE RAILING, 0.5 FT (0.2 M) SOUTH OF FACE OF
 QO2432'CRASH RAILING.
 QO2432
 QO2432                          STATION RECOVERY (2008)
 QO2432
 QO2432'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2432'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF OSSEO, 5.5 MI
 QO2432'(8.8 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM) WEST OF
 QO2432'NEW BRIGHTON.
 QO2432' 
 QO2432'TO REACH TO THE MARK AT BROOKLYN CENTER, IN NORTH SIDEWALK OF 57TH
 QO2432'AVENUE NORTH BRIDGE 27806 OVER INTERSTATE HIGHWAY 94, GO 6.0 FT (1.8
 QO2432'M) EAST OF WEST END OF BRIDGE RAILING, 0.5 FT (0.2 M) SOUTH OF FACE OF
 QO2432'CRASH RAILING
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2434 ***********************************************************************
 QO2434  DESIGNATION -  2781 AZ 1
 QO2434  PID         -  QO2434
 QO2434  STATE/COUNTY-  MN/HENNEPIN
 QO2434  COUNTRY     -  US
 QO2434  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2434
 QO2434                         *CURRENT SURVEY CONTROL
 QO2434  ______________________________________________________________________
 QO2434* NAD 83(1986) POSITION- 45 03 03.69   (N) 093 17 04.52   (W)   HD_HELD1  
 QO2434* NAVD 88 ORTHO HEIGHT -   256.340  (meters)     841.01  (feet) ADJUSTED  
 QO2434  ______________________________________________________________________
 QO2434  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO2434  DYNAMIC HEIGHT  -        256.337 (meters)      841.00  (feet) COMP
 QO2434  MODELED GRAVITY -    980,597.0   (mgal)                       NAVD 88
 QO2434
 QO2434  VERT ORDER      -  SECOND    CLASS II
 QO2434
 QO2434.The horizontal coordinates were established by differentially corrected
 QO2434.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2434.
 QO2434.The orthometric height was determined by differential leveling and
 QO2434.adjusted in June 1995.
 QO2434
 QO2434.Photographs are available for this station.
 QO2434
 QO2434.The dynamic height is computed by dividing the NAVD 88
 QO2434.geopotential number by the normal gravity value computed on the
 QO2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2434.degrees latitude (g = 980.6199 gals.).
 QO2434
 QO2434.The modeled gravity was interpolated from observed gravity values.
 QO2434
 QO2434;                    North         East    Units  Estimated Accuracy
 QO2434;SPC MN S     -   328,143.7     856,355.3     MT  (+/- 3 meters HH1 GPS) 
 QO2434
 QO2434                          SUPERSEDED SURVEY CONTROL
 QO2434
 QO2434.No superseded survey control is available for this station.
 QO2434
 QO2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7758988658(NAD 83)
 QO2434
 QO2434_MARKER: DV = VERTICAL CONTROL DISK
 QO2434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2434_SP_SET: BRIDGE WALKWAY
 QO2434_STAMPING: 2781 AZ 1 1982
 QO2434_MARK LOGO: MNDT  
 QO2434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2434
 QO2434  HISTORY     - Date     Condition        Report By
 QO2434  HISTORY     - 1982     MONUMENTED       MNDT
 QO2434  HISTORY     - 19860209 GOOD             MNDT
 QO2434  HISTORY     - 20070731 GOOD             MNDT
 QO2434
 QO2434                          STATION DESCRIPTION
 QO2434
 QO2434'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2434'THE MARK IS LOCATED IN THE TOWN OF MINNEAPOLIS AT THE NORTH CITY
 QO2434'LIMITS, IN THE NE 1/4 OF SECTION 12, T118N, R21W, IN THE SOUTH
 QO2434'SIDEWALK OF THE 53RD AVENUE BRIDGE (NUMBER 27807) OVER TRUNK HIGHWAY
 QO2434'94 IN MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2434'MONUMENT DISK STAMPED---2781 AZ 1 1982---, IS SET FLUSH IN A DRILL
 QO2434'HOLE IN THE SOUTH SIDEWALK (ABUTMENT) OF THE BRIDGE.  THE MARK IS 1.6
 QO2434'FT (0.5 M) WEST OF THE EAST END OF THE BRIDGE RAILING AND 0.5 FT
 QO2434'(0.2 M) NORTH OF THE FACE OF THE BRIDGE RAILING.
 QO2434
 QO2434                          STATION RECOVERY (2007)
 QO2434
 QO2434'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2434'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF OSSEO, 5.0 MI
 QO2434'(8.0 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM)
 QO2434'WEST-SOUTHWEST OF NEW BRIGHTON.
 QO2434' 
 QO2434'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTH SIDEWALK OF 53RD AVENUE
 QO2434'BRIDGE 27807 OVER INTERSTATE HIGHWAY 94, 1.6 FT (0.5 M) WEST OF EAST
 QO2434'END OF BRIDGE RAILING, 0.5 FT (0.2 M) NORTH OF FACE OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2435 ***********************************************************************
 QO2435  DESIGNATION -  2781 AZ 2
 QO2435  PID         -  QO2435
 QO2435  STATE/COUNTY-  MN/HENNEPIN
 QO2435  COUNTRY     -  US
 QO2435  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2435
 QO2435                         *CURRENT SURVEY CONTROL
 QO2435  ______________________________________________________________________
 QO2435* NAD 83(1986) POSITION- 45 03 04.40   (N) 093 17 08.45   (W)   HD_HELD1  
 QO2435* NAVD 88 ORTHO HEIGHT -   255.927  (meters)     839.65  (feet) ADJUSTED  
 QO2435  ______________________________________________________________________
 QO2435  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO2435  DYNAMIC HEIGHT  -        255.923 (meters)      839.64  (feet) COMP
 QO2435  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 QO2435
 QO2435  VERT ORDER      -  SECOND    CLASS II
 QO2435
 QO2435.The horizontal coordinates were established by differentially corrected
 QO2435.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2435.
 QO2435.The orthometric height was determined by differential leveling and
 QO2435.adjusted in June 1995.
 QO2435
 QO2435.Photographs are available for this station.
 QO2435
 QO2435.The dynamic height is computed by dividing the NAVD 88
 QO2435.geopotential number by the normal gravity value computed on the
 QO2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2435.degrees latitude (g = 980.6199 gals.).
 QO2435
 QO2435.The modeled gravity was interpolated from observed gravity values.
 QO2435
 QO2435;                    North         East    Units  Estimated Accuracy
 QO2435;SPC MN S     -   328,164.9     856,269.1     MT  (+/- 3 meters HH1 GPS) 
 QO2435
 QO2435                          SUPERSEDED SURVEY CONTROL
 QO2435
 QO2435.No superseded survey control is available for this station.
 QO2435
 QO2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7750488680(NAD 83)
 QO2435
 QO2435_MARKER: DV = VERTICAL CONTROL DISK
 QO2435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2435_SP_SET: BRIDGE WALKWAY
 QO2435_STAMPING: 2781 AZ 2 1980
 QO2435_MARK LOGO: MNDT  
 QO2435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2435
 QO2435  HISTORY     - Date     Condition        Report By
 QO2435  HISTORY     - 1980     MONUMENTED       MNDT
 QO2435  HISTORY     - 19860209 GOOD             MNDT
 QO2435  HISTORY     - 20070731 GOOD             MNDT
 QO2435
 QO2435                          STATION DESCRIPTION
 QO2435
 QO2435'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2435'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER AT THE SOUTH CITY
 QO2435'LIMITS, IN THE SE 1/4 OF SECTION 1, T118N, R21W, IN THE NORTH
 QO2435'SIDEWALK OF THE 53RD AVENUE BRIDGE (NUMBER 27807) OVER TRUNK HIGHWAY
 QO2435'94 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2435'MONUMENT DISK STAMPED---2781 AZ 2 1980---, IS SET FLUSH IN A DRILL
 QO2435'HOLE IN THE NORTH SIDEWALK (ABUTMENT) OF THE BRIDGE.  THE MARK IS 1.0
 QO2435'FT (0.3 M) EAST OF THE WEST END OF THE NORTH BRIDGE RAILING AND 0.5
 QO2435'FT (0.2 M) SOUTH OF THE FACE OF THE BRIDGE RAILING.
 QO2435
 QO2435                          STATION RECOVERY (2007)
 QO2435
 QO2435'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2435'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF OSSEO, 5.0 MI
 QO2435'(8.0 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.2 MI (6.8 KM)
 QO2435'WEST-SOUTHWEST OF NEW BRIGHTON.
 QO2435' 
 QO2435'TO REACH TO THE MARK AT BROOKLYN CENTER, IN NORTH SIDEWALK OF 53RD
 QO2435'AVENUE BRIDGE 27807 OVER INTERSTATE HIGHWAY 94, 1.0 FT (0.3 M) EAST OF
 QO2435'WEST END OF BRIDGE RAILING, 0.5 FT (0.2 M) SOUTH OF FACE OF BRIDGE
 QO2435'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2439 ***********************************************************************
 QO2439  DESIGNATION -  2781 BA
 QO2439  PID         -  QO2439
 QO2439  STATE/COUNTY-  MN/HENNEPIN
 QO2439  COUNTRY     -  US
 QO2439  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2439
 QO2439                         *CURRENT SURVEY CONTROL
 QO2439  ______________________________________________________________________
 QO2439* NAD 83(1986) POSITION- 45 02 12.0    (N) 093 17 10.7    (W)   HD_HELD2  
 QO2439* NAVD 88 ORTHO HEIGHT -   254.965  (meters)     836.50  (feet) ADJUSTED  
 QO2439  ______________________________________________________________________
 QO2439  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 QO2439  DYNAMIC HEIGHT  -        254.961 (meters)      836.48  (feet) COMP
 QO2439  MODELED GRAVITY -    980,593.9   (mgal)                       NAVD 88
 QO2439
 QO2439  VERT ORDER      -  SECOND    CLASS II
 QO2439
 QO2439.The horizontal coordinates were established by autonomous hand held GPS
 QO2439.observations and have an estimated accuracy of +/- 10 meters.
 QO2439.
 QO2439.The orthometric height was determined by differential leveling and
 QO2439.adjusted in June 1995.
 QO2439
 QO2439.The dynamic height is computed by dividing the NAVD 88
 QO2439.geopotential number by the normal gravity value computed on the
 QO2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2439.degrees latitude (g = 980.6199 gals.).
 QO2439
 QO2439.The modeled gravity was interpolated from observed gravity values.
 QO2439
 QO2439;                    North         East    Units  Estimated Accuracy
 QO2439;SPC MN S     -   326,547.      856,234.      MT  (+/- 10 meters HH2 GPS)
 QO2439
 QO2439                          SUPERSEDED SURVEY CONTROL
 QO2439
 QO2439.No superseded survey control is available for this station.
 QO2439
 QO2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7744987063(NAD 83)
 QO2439
 QO2439_MARKER: DV = VERTICAL CONTROL DISK
 QO2439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2439_SP_SET: BRIDGE ABUTMENT
 QO2439_STAMPING: 2781 BA 1980
 QO2439_MARK LOGO: MNDT  
 QO2439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2439
 QO2439  HISTORY     - Date     Condition        Report By
 QO2439  HISTORY     - 1980     MONUMENTED       MNDT
 QO2439  HISTORY     - 19860209 GOOD             MNDT
 QO2439  HISTORY     - 20070731 GOOD             MNDT
 QO2439
 QO2439                          STATION DESCRIPTION
 QO2439
 QO2439'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2439'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2439'THE SE 1/4 OF SECTION 12, T118N, R21W, IN THE EAST END OF THE SOUTH
 QO2439'ABUTMENT OF THE RAILROAD SPUR LINE BRIDGE (NUMBER 27809) OVER A BIKE
 QO2439'PATH IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2439'CONTROL MONUMENT DISK STAMPED---2781 BA 1980---, IS SET FLUSH IN A
 QO2439'DRILL HOLE IN THE EAST END OF THE SOUTH ABUTMENT OF THE BRIDGE.  THE
 QO2439'MARK IS 300.0 FT (91.4 M) EAST OF LYNDALE AVENUE NORTH AND 50.0 FT
 QO2439'(15.2 M) WEST OF THE CENTERLINE OF WESTBOUND TRUNK HIGHWAY 94 AT THE
 QO2439'APPROXIMATE AREA OF STATION 226.
 QO2439
 QO2439                          STATION RECOVERY (2007)
 QO2439
 QO2439'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2439'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF OSSEO, 4.6 MI
 QO2439'(7.4 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 4.1 MI (6.6 KM)
 QO2439'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2439' 
 QO2439'TO REACH TO THE MARK AT MINNEAPOLIS, IN EAST END OF SOUTH ABUTMENT OF
 QO2439'RAILROAD SPUR LINE BRIDGE 27809 OVER BIKE PATH, 300 FT (91.4 M) EAST
 QO2439'OF LYNDALE AVENUE NORTH, 50 FT (15.2 M) WEST OF INTERSTATE HIGHWAY 94
 QO2439'AT STATION 226+00.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2441 ***********************************************************************
 QO2441  DESIGNATION -  2781 BC
 QO2441  PID         -  QO2441
 QO2441  STATE/COUNTY-  MN/HENNEPIN
 QO2441  COUNTRY     -  US
 QO2441  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2441
 QO2441                         *CURRENT SURVEY CONTROL
 QO2441  ______________________________________________________________________
 QO2441* NAD 83(1986) POSITION- 45 01 58.71   (N) 093 17 18.40   (W)   HD_HELD1  
 QO2441* NAVD 88 ORTHO HEIGHT -   255.030  (meters)     836.71  (feet) ADJUSTED  
 QO2441  ______________________________________________________________________
 QO2441  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2441  DYNAMIC HEIGHT  -        255.025 (meters)      836.69  (feet) COMP
 QO2441  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 QO2441
 QO2441  VERT ORDER      -  SECOND    CLASS II
 QO2441
 QO2441.The horizontal coordinates were established by differentially corrected
 QO2441.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2441.
 QO2441.The orthometric height was determined by differential leveling and
 QO2441.adjusted in June 1995.
 QO2441
 QO2441.Photographs are available for this station.
 QO2441
 QO2441.The dynamic height is computed by dividing the NAVD 88
 QO2441.geopotential number by the normal gravity value computed on the
 QO2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2441.degrees latitude (g = 980.6199 gals.).
 QO2441
 QO2441.The modeled gravity was interpolated from observed gravity values.
 QO2441
 QO2441;                    North         East    Units  Estimated Accuracy
 QO2441;SPC MN S     -   326,135.3     856,069.0     MT  (+/- 3 meters HH1 GPS) 
 QO2441
 QO2441                          SUPERSEDED SURVEY CONTROL
 QO2441
 QO2441.No superseded survey control is available for this station.
 QO2441
 QO2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7727986653(NAD 83)
 QO2441
 QO2441_MARKER: DV = VERTICAL CONTROL DISK
 QO2441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2441_SP_SET: BRIDGE ABUTMENT
 QO2441_STAMPING: 2781 BC 1982
 QO2441_MARK LOGO: MNDT  
 QO2441_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2441
 QO2441  HISTORY     - Date     Condition        Report By
 QO2441  HISTORY     - 1982     MONUMENTED       MNDT
 QO2441  HISTORY     - 19860209 GOOD             MNDT
 QO2441  HISTORY     - 20070731 GOOD             MNDT
 QO2441
 QO2441                          STATION DESCRIPTION
 QO2441
 QO2441'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2441'THE MARK IS LOCATED IN THE NORTH PART OF MINNEAPOLIS, IN THE NE 1/4 OF
 QO2441'SECTION 4, T29N, R24W, IN THE SOUTHEAST CORNER OF THE SOO LINE
 QO2441'RAILROAD BRIDGE (NUMBER 27721) OVER WEBBER PARKWAY AT CAMDEN PARK,
 QO2441'NORTH OF THE INTERSECTION OF LYNDALE AVENUE NORTH AND WEBBER PARKWAY
 QO2441'IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2441'MONUMENT DISK STAMPED---2781 BC 1982---, IS SET FLUSH IN A DRILL HOLE
 QO2441'IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2441
 QO2441                          STATION RECOVERY (2007)
 QO2441
 QO2441'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2441'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF OSSEO, 4.8 MI
 QO2441'(7.7 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.8 MI (6.1 KM)
 QO2441'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2441' 
 QO2441'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF RAILROAD
 QO2441'BRIDGE 27721 OVER WEBER PARKWAY, NORTH OF WEBER PARKWAY AND LYNDALE
 QO2441'AVENUE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2442 ***********************************************************************
 QO2442  DESIGNATION -  2781 BD
 QO2442  PID         -  QO2442
 QO2442  STATE/COUNTY-  MN/HENNEPIN
 QO2442  COUNTRY     -  US
 QO2442  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2442
 QO2442                         *CURRENT SURVEY CONTROL
 QO2442  ______________________________________________________________________
 QO2442* NAD 83(1986) POSITION- 45 01 54.26   (N) 093 17 13.40   (W)   HD_HELD1  
 QO2442* NAVD 88 ORTHO HEIGHT -   254.621  (meters)     835.37  (feet) ADJUSTED  
 QO2442  ______________________________________________________________________
 QO2442  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2442  DYNAMIC HEIGHT  -        254.617 (meters)      835.36  (feet) COMP
 QO2442  MODELED GRAVITY -    980,593.0   (mgal)                       NAVD 88
 QO2442
 QO2442  VERT ORDER      -  SECOND    CLASS II
 QO2442
 QO2442.The horizontal coordinates were established by differentially corrected
 QO2442.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2442.
 QO2442.The orthometric height was determined by differential leveling and
 QO2442.adjusted in June 1995.
 QO2442
 QO2442.Photographs are available for this station.
 QO2442
 QO2442.The dynamic height is computed by dividing the NAVD 88
 QO2442.geopotential number by the normal gravity value computed on the
 QO2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2442.degrees latitude (g = 980.6199 gals.).
 QO2442
 QO2442.The modeled gravity was interpolated from observed gravity values.
 QO2442
 QO2442;                    North         East    Units  Estimated Accuracy
 QO2442;SPC MN S     -   325,998.8     856,179.7     MT  (+/- 3 meters HH1 GPS) 
 QO2442
 QO2442                          SUPERSEDED SURVEY CONTROL
 QO2442
 QO2442.No superseded survey control is available for this station.
 QO2442
 QO2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7738886516(NAD 83)
 QO2442
 QO2442_MARKER: DV = VERTICAL CONTROL DISK
 QO2442_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2442_SP_SET: BRIDGE ABUTMENT
 QO2442_STAMPING: 2781 BD 1982
 QO2442_MARK LOGO: MNDT  
 QO2442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2442
 QO2442  HISTORY     - Date     Condition        Report By
 QO2442  HISTORY     - 1982     MONUMENTED       MNDT
 QO2442  HISTORY     - 19860209 GOOD             MNDT
 QO2442  HISTORY     - 20070731 GOOD             MNDT
 QO2442
 QO2442                          STATION DESCRIPTION
 QO2442
 QO2442'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2442'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2442'THE NW 1/4 OF SECTION 3, T29N, R24W, IN THE ABUTMENT AT THE SOUTHEAST
 QO2442'CORNER OF THE SOO LINE RAILROAD BRIDGE (NUMBER 27821) OVER TRUNK
 QO2442'HIGHWAY 94 NEAR THE INTERSECTION OF LYNDALE AVENUE NORTH AND WEBBER
 QO2442'PARKWAY IN NORTH MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL
 QO2442'CONTROL MONUMENT DISK STAMPED---2781 BD 1982---, IS SET FLUSH IN A
 QO2442'DRILL HOLE IN THE TOP OF THE ABUTMENT AT THE SOUTHEAST CORNER OF THE
 QO2442'BRIDGE.
 QO2442
 QO2442                          STATION RECOVERY (2007)
 QO2442
 QO2442'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2442'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF OSSEO, 4.8 MI
 QO2442'(7.7 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.7 MI (6.0 KM)
 QO2442'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2442' 
 QO2442'TO REACH TO THE MARK AT MINNEAPOLIS, IN ABUTMENT AT SOUTHEAST CORNER
 QO2442'OF RAILROAD BRIDGE 27821 OVER INTERSTATE HIGHWAY 94, NEAR JUNCTION OF
 QO2442'LYNDALE AVENUE AND WEBER PARKWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2443 ***********************************************************************
 QO2443  DESIGNATION -  2781 BE
 QO2443  PID         -  QO2443
 QO2443  STATE/COUNTY-  MN/HENNEPIN
 QO2443  COUNTRY     -  US
 QO2443  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2443
 QO2443                         *CURRENT SURVEY CONTROL
 QO2443  ______________________________________________________________________
 QO2443* NAD 83(1986) POSITION- 45 01 53.77   (N) 093 17 16.04   (W)   HD_HELD1  
 QO2443* NAVD 88 ORTHO HEIGHT -   258.696  (meters)     848.74  (feet) ADJUSTED  
 QO2443  ______________________________________________________________________
 QO2443  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2443  DYNAMIC HEIGHT  -        258.692 (meters)      848.73  (feet) COMP
 QO2443  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 QO2443
 QO2443  VERT ORDER      -  SECOND    CLASS II
 QO2443
 QO2443.The horizontal coordinates were established by differentially corrected
 QO2443.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2443.
 QO2443.The orthometric height was determined by differential leveling and
 QO2443.adjusted in June 1995.
 QO2443
 QO2443.Photographs are available for this station.
 QO2443
 QO2443.The dynamic height is computed by dividing the NAVD 88
 QO2443.geopotential number by the normal gravity value computed on the
 QO2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2443.degrees latitude (g = 980.6199 gals.).
 QO2443
 QO2443.The modeled gravity was interpolated from observed gravity values.
 QO2443
 QO2443;                    North         East    Units  Estimated Accuracy
 QO2443;SPC MN S     -   325,983.2     856,122.0     MT  (+/- 3 meters HH1 GPS) 
 QO2443
 QO2443                          SUPERSEDED SURVEY CONTROL
 QO2443
 QO2443.No superseded survey control is available for this station.
 QO2443
 QO2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7733086501(NAD 83)
 QO2443
 QO2443_MARKER: DV = VERTICAL CONTROL DISK
 QO2443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2443_SP_SET: WALL
 QO2443_STAMPING: 2781 BE 1982
 QO2443_MARK LOGO: MNDT  
 QO2443_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2443+STABILITY: SURFACE MOTION
 QO2443
 QO2443  HISTORY     - Date     Condition        Report By
 QO2443  HISTORY     - 1982     MONUMENTED       MNDT
 QO2443  HISTORY     - 19860209 GOOD             MNDT
 QO2443  HISTORY     - 20070731 GOOD             MNDT
 QO2443
 QO2443                          STATION DESCRIPTION
 QO2443
 QO2443'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2443'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2443'THE NW 1/4 OF SECTION 3, T29N, R24W, NEAR THE NORTHEAST CORNER OF THE
 QO2443'42ND AVENUE BRIDGE (NUMBER 27549) OVER TRUNK HIGHWAY 94 NEAR THE
 QO2443'INTERSECTION OF LYNDALE AVENUE NORTH AND 42ND AVENUE IN NORTH
 QO2443'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2443'DISK STAMPED---2781 BE 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2443'SOUTH END OF A CONCRETE RETAINING WALL AT THE NORTHEAST CORNER OF THE
 QO2443'BRIDGE.
 QO2443
 QO2443                          STATION RECOVERY (2007)
 QO2443
 QO2443'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2443'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF OSSEO, 4.8 MI
 QO2443'(7.7 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.8 MI (6.1 KM)
 QO2443'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2443' 
 QO2443'TO REACH TO THE MARK AT MINNEAPOLIS, IN THE TOP OF SOUTH END OF
 QO2443'CONCRETE RETAINING WALL AT NORTHWEST CORNER OF 42ND AVENUE BRIDGE
 QO2443'27549 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2447 ***********************************************************************
 QO2447  DESIGNATION -  2781 BF 2
 QO2447  PID         -  QO2447
 QO2447  STATE/COUNTY-  MN/HENNEPIN
 QO2447  COUNTRY     -  US
 QO2447  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2447
 QO2447                         *CURRENT SURVEY CONTROL
 QO2447  ______________________________________________________________________
 QO2447* NAD 83(1986) POSITION- 45 01 46.14   (N) 093 17 14.49   (W)   HD_HELD1  
 QO2447* NAVD 88 ORTHO HEIGHT -   261.273  (meters)     857.19  (feet) ADJUSTED  
 QO2447  ______________________________________________________________________
 QO2447  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 QO2447  DYNAMIC HEIGHT  -        261.269 (meters)      857.18  (feet) COMP
 QO2447  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 QO2447
 QO2447  VERT ORDER      -  SECOND    CLASS II
 QO2447
 QO2447.The horizontal coordinates were established by differentially corrected
 QO2447.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2447.
 QO2447.The orthometric height was determined by differential leveling and
 QO2447.adjusted in June 1995.
 QO2447
 QO2447.Photographs are available for this station.
 QO2447
 QO2447.The dynamic height is computed by dividing the NAVD 88
 QO2447.geopotential number by the normal gravity value computed on the
 QO2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2447.degrees latitude (g = 980.6199 gals.).
 QO2447
 QO2447.The modeled gravity was interpolated from observed gravity values.
 QO2447
 QO2447;                    North         East    Units  Estimated Accuracy
 QO2447;SPC MN S     -   325,748.0     856,158.0     MT  (+/- 3 meters HH1 GPS) 
 QO2447
 QO2447                          SUPERSEDED SURVEY CONTROL
 QO2447
 QO2447.No superseded survey control is available for this station.
 QO2447
 QO2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736386265(NAD 83)
 QO2447
 QO2447_MARKER: DV = VERTICAL CONTROL DISK
 QO2447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2447_SP_SET: BRIDGE WALKWAY
 QO2447_STAMPING: 2781 BF 2 1982
 QO2447_MARK LOGO: MNDT  
 QO2447_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2447+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 QO2447
 QO2447  HISTORY     - Date     Condition        Report By
 QO2447  HISTORY     - 1982     MONUMENTED       MNDT
 QO2447  HISTORY     - 19860209 GOOD             MNDT
 QO2447  HISTORY     - 20070731 GOOD             MNDT
 QO2447  HISTORY     - 20101201 GOOD             INDIV
 QO2447
 QO2447                          STATION DESCRIPTION
 QO2447
 QO2447'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2447'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF MINNEAPOLIS, IN
 QO2447'THE NW 1/4 OF SECTION 3, T29N, R24W, IN THE NORTH SIDEWALK OF THE
 QO2447'41ST AVENUE BRIDGE (NUMBER 27819) OVER TRUNK HIGHWAY 94 IN NORTH
 QO2447'MINNEAPOLIS.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2447'DISK STAMPED---2781 BF 2 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2447'NORTH SIDEWALK (ABUTMENT) AT THE NORTHEAST CORNER OF THE BRIDGE.  THE
 QO2447'MARK IS 1.0 FT (0.3 M) SOUTH OF THE FACE OF THE BRIDGE RAILING.
 QO2447
 QO2447                          STATION RECOVERY (2007)
 QO2447
 QO2447'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2447'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTHEAST OF OSSEO, 4.9 MI
 QO2447'(7.9 KM) WEST-SOUTHWEST OF NEW BRIGHTON AND 3.6 MI (5.8 KM)
 QO2447'NORTH-NORTHWEST OF MINNEAPOLIS.
 QO2447' 
 QO2447'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTH SIDEWALK AT NORTHWEST
 QO2447'CORNER OF 41ST AVENUE BRIDGE 27819 OVER INTERSTATE HIGHWAY 94, 1.0 FT
 QO2447'(0.3 M) SOUTH OF FACE OF BRIDGE RAILING, 0.4 FT (0.1 M) WEST OF
 QO2447'EXPANSION PLATE.
 QO2447
 QO2447                          STATION RECOVERY (2010)
 QO2447
 QO2447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 QO2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1006 ***********************************************************************
 PP1006  DESIGNATION -  2781 R 1
 PP1006  PID         -  PP1006
 PP1006  STATE/COUNTY-  MN/HENNEPIN
 PP1006  COUNTRY     -  US
 PP1006  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1006
 PP1006                         *CURRENT SURVEY CONTROL
 PP1006  ______________________________________________________________________
 PP1006* NAD 83(1986) POSITION- 44 58 29.     (N) 093 17 07.     (W)   SCALED    
 PP1006* NAVD 88 ORTHO HEIGHT -   264.711  (meters)     868.47  (feet) ADJUSTED  
 PP1006  ______________________________________________________________________
 PP1006  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1006  DYNAMIC HEIGHT  -        264.705 (meters)      868.45  (feet) COMP
 PP1006  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP1006
 PP1006  VERT ORDER      -  SECOND    CLASS 0
 PP1006
 PP1006.The horizontal coordinates were scaled from a topographic map and have
 PP1006.an estimated accuracy of +/- 6 seconds.
 PP1006.
 PP1006.The orthometric height was determined by differential leveling and
 PP1006.adjusted in June 1991.
 PP1006
 PP1006.Photographs are available for this station.
 PP1006
 PP1006.The dynamic height is computed by dividing the NAVD 88
 PP1006.geopotential number by the normal gravity value computed on the
 PP1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1006.degrees latitude (g = 980.6199 gals.).
 PP1006
 PP1006.The modeled gravity was interpolated from observed gravity values.
 PP1006
 PP1006;                    North         East    Units  Estimated Accuracy
 PP1006;SPC MN S     -   319,660.      856,380.      MT  (+/- 180 meters Scaled)
 PP1006
 PP1006                          SUPERSEDED SURVEY CONTROL
 PP1006
 PP1006  NGVD 29 (??/??/92)  264.656  (m)          868.29   (f) ADJ UNCH    2 0
 PP1006
 PP1006.Superseded values are not recommended for survey control.
 PP1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1006.See file dsdata.txt to determine how the superseded data were derived.
 PP1006
 PP1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK775801(NAD 83)
 PP1006
 PP1006_MARKER: DB = BENCH MARK DISK
 PP1006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1006_SP_SET: BRIDGE ABUTMENT
 PP1006_STAMPING: 2781 R 1 1969
 PP1006_MARK LOGO: MNHD  
 PP1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1006+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1006
 PP1006  HISTORY     - Date     Condition        Report By
 PP1006  HISTORY     - 1969     MONUMENTED       MNHD
 PP1006  HISTORY     - 19930506 GOOD             MNDT
 PP1006  HISTORY     - 20070917 GOOD             MNDT
 PP1006
 PP1006                          STATION DESCRIPTION
 PP1006
 PP1006'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1006'IN MINNEAPOLIS.
 PP1006'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27792 T.H. 12 OVER
 PP1006'I.R. 94 (HAWTHORNE INTERCHANGE) WEST OF DOWNTOWN MINNEAPOLIS.
 PP1006
 PP1006                          STATION RECOVERY (1993)
 PP1006
 PP1006'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP1006'RECOVERED AS DESCRIBED.
 PP1006
 PP1006                          STATION RECOVERY (2007)
 PP1006
 PP1006'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1006'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF BLOOMINGTON, 7.5
 PP1006'MI (12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1006'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1006' 
 PP1006'TO REACH TO THE MARK IN WEST PART OF DOWNTOWN MINNEAPOLIS, AT
 PP1006'HAWTHORNE INTERCHANGE, IN SOUTHEAST CORNER OF WESTBOUND INTERSTATE
 PP1006'HIGHWAY 394(TRUNK HIGHWAY 12) BRIDGE 27792 OVER INTERSTATE HIGHWAY 94
 PP1006'AND NORTH 16TH STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0935 ***********************************************************************
 PP0935  DESIGNATION -  2781 R 10
 PP0935  PID         -  PP0935
 PP0935  STATE/COUNTY-  MN/HENNEPIN
 PP0935  COUNTRY     -  US
 PP0935  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0935
 PP0935                         *CURRENT SURVEY CONTROL
 PP0935  ______________________________________________________________________
 PP0935* NAD 83(1986) POSITION- 44 58 16.6    (N) 093 17 46.7    (W)   HD_HELD2  
 PP0935* NAVD 88 ORTHO HEIGHT -   253.234  (meters)     830.82  (feet) ADJUSTED  
 PP0935  ______________________________________________________________________
 PP0935  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 PP0935  DYNAMIC HEIGHT  -        253.227 (meters)      830.80  (feet) COMP
 PP0935  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 PP0935
 PP0935  VERT ORDER      -  SECOND    CLASS II
 PP0935
 PP0935.The horizontal coordinates were established by autonomous hand held GPS
 PP0935.observations and have an estimated accuracy of +/- 10 meters.
 PP0935.
 PP0935.The orthometric height was determined by differential leveling and
 PP0935.adjusted in June 1991.
 PP0935
 PP0935.Photographs are available for this station.
 PP0935
 PP0935.The dynamic height is computed by dividing the NAVD 88
 PP0935.geopotential number by the normal gravity value computed on the
 PP0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0935.degrees latitude (g = 980.6199 gals.).
 PP0935
 PP0935.The modeled gravity was interpolated from observed gravity values.
 PP0935
 PP0935;                    North         East    Units  Estimated Accuracy
 PP0935;SPC MN S     -   319,274.      855,509.      MT  (+/- 10 meters HH2 GPS)
 PP0935
 PP0935                          SUPERSEDED SURVEY CONTROL
 PP0935
 PP0935  NGVD 29 (??/??/92)  253.179  (m)          830.64   (f) ADJ UNCH    2 0
 PP0935
 PP0935.Superseded values are not recommended for survey control.
 PP0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0935.See file dsdata.txt to determine how the superseded data were derived.
 PP0935
 PP0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7663479802(NAD 83)
 PP0935
 PP0935_MARKER: DB = BENCH MARK DISK
 PP0935_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0935_SP_SET: BRIDGHE ABUTMENT
 PP0935_STAMPING: 2781 R 10 1970
 PP0935_MARK LOGO: MNHD  
 PP0935_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0935+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 PP0935
 PP0935  HISTORY     - Date     Condition        Report By
 PP0935  HISTORY     - 1970     MONUMENTED       MNHD
 PP0935  HISTORY     - 1988     GOOD             MNDT
 PP0935  HISTORY     - 19930506 GOOD             MNDT
 PP0935  HISTORY     - 20070718 GOOD             MNDT
 PP0935  HISTORY     - 20080522 GOOD             MNDT
 PP0935
 PP0935                          STATION DESCRIPTION
 PP0935
 PP0935'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0935'IN MINNEAPOLIS.
 PP0935'STD. DISK IN THE N.E. CORNER OF THE S.W. EXIT RAMP OF BRIDGE NO. 27831
 PP0935'IN THE CENTER OF SECTION 28 T.H. 12 EASTBOUND EXIT TO WAYZATA BLVD.
 PP0935'SECTION 28, T 29N, R 24W.
 PP0935
 PP0935                          STATION RECOVERY (1988)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP0935'MARK WAS RECOVERED AS DESCRIBED.  BRIDGE 27831 WAS BUILT IN 1967. MARK
 PP0935'WAS SET IN BRIDGE WHEN BUILT IN 1967, THEN STAMPED WHEN USED IN 1970.
 PP0935
 PP0935                          STATION RECOVERY (1993)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP0935'RECOVERED AS DESCRIBED.
 PP0935
 PP0935                          STATION RECOVERY (2007)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP0935'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF HOPKINS,
 PP0935'8.0 MI (12.9 KM) SOUTHWEST OF NEW BRIGHTON AND 1.7 MI (2.7 KM)
 PP0935'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0935' 
 PP0935'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHEAST CORNER OF EXIT RAMP
 PP0935'EASTBOUND INTERSTATE HIGHWAY 394 BRIDGE 27831 TO DUNWOODY BOULEVARD.
 PP0935
 PP0935                          STATION RECOVERY (2008)
 PP0935
 PP0935'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP0935'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-NORTHEAST OF
 PP0935'HOPKINS, 8.0 MI (12.9 KM) SOUTHWEST OF NEW BRIGHTON AND 1.7 MI (2.7
 PP0935'KM) WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0935' 
 PP0935'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHEAST CORNER OF EXIT RAMP
 PP0935'EASTBOUND INTERSTATE HIGHWAY 394 BRIDGE 27831 TO DUNWOODY BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0937 ***********************************************************************
 PP0937  DESIGNATION -  2781 R 12
 PP0937  PID         -  PP0937
 PP0937  STATE/COUNTY-  MN/HENNEPIN
 PP0937  COUNTRY     -  US
 PP0937  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0937
 PP0937                         *CURRENT SURVEY CONTROL
 PP0937  ______________________________________________________________________
 PP0937* NAD 83(1986) POSITION- 44 58 12.70   (N) 093 17 59.67   (W)   HD_HELD1  
 PP0937* NAVD 88 ORTHO HEIGHT -   258.543  (meters)     848.24  (feet) ADJUSTED  
 PP0937  ______________________________________________________________________
 PP0937  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PP0937  DYNAMIC HEIGHT  -        258.537 (meters)      848.22  (feet) COMP
 PP0937  MODELED GRAVITY -    980,585.4   (mgal)                       NAVD 88
 PP0937
 PP0937  VERT ORDER      -  SECOND    CLASS I
 PP0937
 PP0937.The horizontal coordinates were established by differentially corrected
 PP0937.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0937.
 PP0937.The orthometric height was determined by differential leveling and
 PP0937.adjusted in June 1991.
 PP0937
 PP0937.Photographs are available for this station.
 PP0937
 PP0937.The dynamic height is computed by dividing the NAVD 88
 PP0937.geopotential number by the normal gravity value computed on the
 PP0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0937.degrees latitude (g = 980.6199 gals.).
 PP0937
 PP0937.The modeled gravity was interpolated from observed gravity values.
 PP0937
 PP0937;                    North         East    Units  Estimated Accuracy
 PP0937;SPC MN S     -   319,151.1     855,225.5     MT  (+/- 3 meters HH1 GPS) 
 PP0937
 PP0937                          SUPERSEDED SURVEY CONTROL
 PP0937
 PP0937  NGVD 29 (??/??/92)  258.488  (m)          848.06   (f) ADJ UNCH    2 0
 PP0937
 PP0937.Superseded values are not recommended for survey control.
 PP0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0937.See file dsdata.txt to determine how the superseded data were derived.
 PP0937
 PP0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7635079683(NAD 83)
 PP0937
 PP0937_MARKER: DD = SURVEY DISK
 PP0937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0937_SP_SET: BRIDGE ABUTMENT
 PP0937_STAMPING: UNSTAMPED
 PP0937_MARK LOGO: MNHD  
 PP0937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0937
 PP0937  HISTORY     - Date     Condition        Report By
 PP0937  HISTORY     - 1970     MONUMENTED       MNHD
 PP0937  HISTORY     - 1988     GOOD             MNDT
 PP0937  HISTORY     - 20070718 GOOD             MNDT
 PP0937
 PP0937                          STATION DESCRIPTION
 PP0937
 PP0937'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0937'IN MINNEAPOLIS.
 PP0937'STD. DISK IN THE NW CORNER OF BRIDGE NO. 27831 IN THE CENTER OF
 PP0937'SECTION 28 T.H. 12 OVER WAYZATA BLVD.  SECTION 28, T 29N, R 24W.
 PP0937
 PP0937                          STATION RECOVERY (1988)
 PP0937
 PP0937'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP0937'THE MARK AS DESCRIBED BY MNHD IN JUNE 1970 WAS FOUND IN GOOD CONDITION
 PP0937'BY E.G. STRASSBURG (MNDT DISTRICT 5 FIELD CREW CHIEF) ON OCTOBER 6,
 PP0937'1988.
 PP0937
 PP0937                          STATION RECOVERY (2007)
 PP0937
 PP0937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP0937'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF HOPKINS,
 PP0937'8.2 MI (13.2 KM) SOUTHWEST OF NEW BRIGHTON AND 1.9 MI (3.1 KM)
 PP0937'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0937' 
 PP0937'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHWEST CORNER OF TRUNK
 PP0937'HIGHWAY 12 BRIDGE 27831 OVER WAYZATA BOULEVARD, IN 1993 DISTRICT 5
 PP0937'SURVEYS FOUND STATION WITH THE DISK UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1007 ***********************************************************************
 PP1007  DESIGNATION -  2781 R 2
 PP1007  PID         -  PP1007
 PP1007  STATE/COUNTY-  MN/HENNEPIN
 PP1007  COUNTRY     -  US
 PP1007  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1007
 PP1007                         *CURRENT SURVEY CONTROL
 PP1007  ______________________________________________________________________
 PP1007* NAD 83(1996) POSITION- 44 58 30.73061(N) 093 17 17.63452(W)   ADJUSTED  
 PP1007* NAVD 88 ORTHO HEIGHT -   261.852  (meters)     859.09  (feet) ADJUSTED  
 PP1007  ______________________________________________________________________
 PP1007  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 PP1007  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1007  DYNAMIC HEIGHT  -        261.846 (meters)      859.07  (feet) COMP
 PP1007  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP1007
 PP1007  HORZ ORDER      -  SECOND
 PP1007  VERT ORDER      -  SECOND    CLASS 0
 PP1007
 PP1007.The horizontal coordinates were established by classical geodetic methods
 PP1007.and adjusted by the National Geodetic Survey in March 1999.
 PP1007.
 PP1007.The orthometric height was determined by differential leveling and
 PP1007.adjusted in June 1991.
 PP1007
 PP1007.Photographs are available for this station.
 PP1007
 PP1007.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1007
 PP1007.The dynamic height is computed by dividing the NAVD 88
 PP1007.geopotential number by the normal gravity value computed on the
 PP1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1007.degrees latitude (g = 980.6199 gals.).
 PP1007
 PP1007.The modeled gravity was interpolated from observed gravity values.
 PP1007
 PP1007. The following values were computed from the NAD 83(1996) position.
 PP1007
 PP1007;                    North         East     Units Scale Factor Converg.
 PP1007;SPC MN S     -   319,715.582   856,141.702   MT  0.99995619   +0 29 56.0
 PP1007;SPC MN S     - 1,048,933.54  2,808,858.23   sFT  0.99995619   +0 29 56.0
 PP1007;UTM  15      - 4,980,236.172   477,273.128   MT  0.99960635   -0 12 13.4
 PP1007
 PP1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1007!SPC MN S     -   0.99996320  x   0.99995619  =   0.99991939
 PP1007!UTM  15      -   0.99996320  x   0.99960635  =   0.99956956
 PP1007
 PP1007                          SUPERSEDED SURVEY CONTROL
 PP1007
 PP1007  NAD 83(1986)-  44 58 30.72565(N)    093 17 17.63115(W) AD(       ) 2
 PP1007  NAD 27      -  44 58 30.84754(N)    093 17 16.81222(W) AD(       ) 2
 PP1007  NGVD 29 (??/??/92)  261.797  (m)          858.91   (f) ADJ UNCH    2 0
 PP1007
 PP1007.Superseded values are not recommended for survey control.
 PP1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1007.See file dsdata.txt to determine how the superseded data were derived.
 PP1007
 PP1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7727380236(NAD 83)
 PP1007
 PP1007_MARKER: DB = BENCH MARK DISK
 PP1007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1007_SP_SET: BRIDGE ABUTMENT
 PP1007_STAMPING: 2781 R 2 1969
 PP1007_MARK LOGO: MNHD  
 PP1007_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1007+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 PP1007
 PP1007  HISTORY     - Date     Condition        Report By
 PP1007  HISTORY     - 1969     MONUMENTED       MNHD
 PP1007  HISTORY     - 1970     GOOD             NGS
 PP1007  HISTORY     - 1974     GOOD             MNHD
 PP1007  HISTORY     - 20070919 GOOD             MNDT
 PP1007
 PP1007                          STATION DESCRIPTION
 PP1007
 PP1007'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1007'IN MINNEAPOLIS.
 PP1007'STANDARD DISK IN NORTHWEST CORNER BRIDGE NO. 27792 T.H. 12 OVER I.R.
 PP1007'94 (HAWTHRONE INTERCHANGE) WEST OF DOWNTOWN MINNEAPOLIS.
 PP1007
 PP1007                          STATION RECOVERY (1970)
 PP1007
 PP1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 PP1007'RECOVERED IN GOOD CONDITION.
 PP1007
 PP1007                          STATION RECOVERY (1974)
 PP1007
 PP1007'RECOVERY NOTE BY MN HIGHWAY DEPT 1974 (DKH)
 PP1007'THE STATION IS LOCATED IN THE CITY OF MINNEAPOLIS.
 PP1007'
 PP1007'MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 2781 R2 1969, IS SET IN
 PP1007'THE NORTHWEST CORNER OF BRIDGE NO. 27792 (T.H. 12 OVER I-94).
 PP1007'
 PP1007'NEAREST TOWN--MINNEAPOLIS.
 PP1007
 PP1007                          STATION RECOVERY (2007)
 PP1007
 PP1007'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1007'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST-NORTHEAST OF HOPKINS,
 PP1007'7.6 MI (12.2 KM) SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1007'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1007' 
 PP1007'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.1 MI (0.2 KM) WEST ALONG
 PP1007'INTERSTATE HIGHWAY 394 FROM THE JUNCTION OF INTERSTATE HIGHWAY 394 AND
 PP1007'LINDEN AVENUE IN MINNEAPOLIS, IN NORTHWEST CORNER OF INTERSTATE
 PP1007'HIGHWAY 394 (TRUNK HIGHWAY 12) BRIDGE 27792 OVER INTERSTATE HIGHWAY 94
 PP1007'(HAWTHORNE INTERCHANGE), IN NORTHWEST BRIDGE ABUTMENT IN CAR POOL LANE
 PP1007'OF WESTBOUND INTERSTATE HIGHWAY 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1008 ***********************************************************************
 PP1008  DESIGNATION -  2781 R 3
 PP1008  PID         -  PP1008
 PP1008  STATE/COUNTY-  MN/HENNEPIN
 PP1008  COUNTRY     -  US
 PP1008  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1008
 PP1008                         *CURRENT SURVEY CONTROL
 PP1008  ______________________________________________________________________
 PP1008* NAD 83(1986) POSITION- 44 58 32.57   (N) 093 17 13.59   (W)   HD_HELD1  
 PP1008* NAVD 88 ORTHO HEIGHT -   261.375  (meters)     857.53  (feet) ADJUSTED  
 PP1008  ______________________________________________________________________
 PP1008  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1008  DYNAMIC HEIGHT  -        261.369 (meters)      857.51  (feet) COMP
 PP1008  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 PP1008
 PP1008  VERT ORDER      -  SECOND    CLASS I
 PP1008
 PP1008.The horizontal coordinates were established by differentially corrected
 PP1008.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1008.
 PP1008.The orthometric height was determined by differential leveling and
 PP1008.adjusted in June 1991.
 PP1008
 PP1008.Photographs are available for this station.
 PP1008
 PP1008.The dynamic height is computed by dividing the NAVD 88
 PP1008.geopotential number by the normal gravity value computed on the
 PP1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1008.degrees latitude (g = 980.6199 gals.).
 PP1008
 PP1008.The modeled gravity was interpolated from observed gravity values.
 PP1008
 PP1008;                    North         East    Units  Estimated Accuracy
 PP1008;SPC MN S     -   319,773.1     856,229.8     MT  (+/- 3 meters HH1 GPS) 
 PP1008
 PP1008                          SUPERSEDED SURVEY CONTROL
 PP1008
 PP1008  NGVD 29 (??/??/92)  261.319  (m)          857.34   (f) ADJ UNCH    2 0
 PP1008
 PP1008.Superseded values are not recommended for survey control.
 PP1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1008.See file dsdata.txt to determine how the superseded data were derived.
 PP1008
 PP1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736180292(NAD 83)
 PP1008
 PP1008_MARKER: DB = BENCH MARK DISK
 PP1008_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1008_SP_SET: BRIDGE ABUTMENT
 PP1008_STAMPING: 2781 R 3
 PP1008_MARK LOGO: MNHD  
 PP1008_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1008+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 PP1008
 PP1008  HISTORY     - Date     Condition        Report By
 PP1008  HISTORY     - 1969     MONUMENTED       MNHD
 PP1008  HISTORY     - 1969     GOOD             MNDT
 PP1008  HISTORY     - 20051122 GOOD             MNDT
 PP1008  HISTORY     - 20070919 GOOD             MNDT
 PP1008
 PP1008                          STATION DESCRIPTION
 PP1008
 PP1008'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1008'IN MINNEAPOLIS.
 PP1008'STANDARD DISK IN SOUTHEAST CORNER OF BRIDGE NO. 27793 I.R. 94
 PP1008'NORTHBOUND EXIT TO WESTBOUND T.H. 12 (HAWTHORNE INTERCHANGE).
 PP1008
 PP1008                          STATION RECOVERY (2005)
 PP1008
 PP1008'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 PP1008'IN WEST PART OF DOWNTOWN MINNEAPOLIS, AT HAWTHORNE INTERCHANGE, IN
 PP1008'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 94 EXIT TO WESTBOUND
 PP1008'TRUNK HIGHWAY 12 BRIDGE 27793 OVER TRUNK HIGHWAY 12.
 PP1008
 PP1008                          STATION RECOVERY (2007)
 PP1008
 PP1008'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1008'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF HOPKINS,
 PP1008'7.5 MI (12.1 KM) SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1008'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1008' 
 PP1008'TO REACH TO THE MARK IN WEST PART OF DOWNTOWN MINNEAPOLIS, AT
 PP1008'HAWTHORNE INTERCHANGE, IN SOUTHEAST CORNER OF NORTHBOUND INTERSTATE
 PP1008'HIGHWAY 94 EXIT TO WESTBOUND INTERSTATE HIGHWAY 394 (TRUNK HIGHWAY 12)
 PP1008'BRIDGE 27793 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0931 ***********************************************************************
 PP0931  DESIGNATION -  2781 R 6
 PP0931  PID         -  PP0931
 PP0931  STATE/COUNTY-  MN/HENNEPIN
 PP0931  COUNTRY     -  US
 PP0931  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0931
 PP0931                         *CURRENT SURVEY CONTROL
 PP0931  ______________________________________________________________________
 PP0931* NAD 83(1986) POSITION- 44 58 26.95   (N) 093 17 23.70   (W)   HD_HELD1  
 PP0931* NAVD 88 ORTHO HEIGHT -   259.143  (meters)     850.21  (feet) ADJUSTED  
 PP0931  ______________________________________________________________________
 PP0931  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP0931  DYNAMIC HEIGHT  -        259.137 (meters)      850.19  (feet) COMP
 PP0931  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP0931
 PP0931  VERT ORDER      -  SECOND    CLASS I
 PP0931
 PP0931.The horizontal coordinates were established by differentially corrected
 PP0931.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0931.
 PP0931.The orthometric height was determined by differential leveling and
 PP0931.adjusted in June 1991.
 PP0931
 PP0931.Photographs are available for this station.
 PP0931
 PP0931.The dynamic height is computed by dividing the NAVD 88
 PP0931.geopotential number by the normal gravity value computed on the
 PP0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0931.degrees latitude (g = 980.6199 gals.).
 PP0931
 PP0931.The modeled gravity was interpolated from observed gravity values.
 PP0931
 PP0931;                    North         East    Units  Estimated Accuracy
 PP0931;SPC MN S     -   319,597.7     856,009.8     MT  (+/- 3 meters HH1 GPS) 
 PP0931
 PP0931                          SUPERSEDED SURVEY CONTROL
 PP0931
 PP0931  NGVD 29 (??/??/92)  259.088  (m)          850.02   (f) ADJ UNCH    2 0
 PP0931
 PP0931.Superseded values are not recommended for survey control.
 PP0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0931.See file dsdata.txt to determine how the superseded data were derived.
 PP0931
 PP0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7713980119(NAD 83)
 PP0931
 PP0931_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PP0931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0931_SP_SET: BRIDGE ABUTMENT
 PP0931_STAMPING: UNSTAMPED
 PP0931_MARK LOGO: MNHD  
 PP0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0931+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 PP0931
 PP0931  HISTORY     - Date     Condition        Report By
 PP0931  HISTORY     - 1970     MONUMENTED       MNHD
 PP0931  HISTORY     - 1970     GOOD             MNDT
 PP0931  HISTORY     - 20051122 GOOD             MNDT
 PP0931  HISTORY     - 20070919 GOOD             MNDT
 PP0931
 PP0931                          STATION DESCRIPTION
 PP0931
 PP0931'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0931'IN MINNEAPOLIS.
 PP0931'BRASS PLUG IN THE S.E. CORNER OF THE S.E. EXIT RAMP OF BRIDGE NO.
 PP0931'27831 T.H. 12 E.B. EXIT OFF LONG BRIDGE TO SOUTHBOUND FAI 94. SECTION
 PP0931'28, T 29N, R 24W.
 PP0931
 PP0931                          STATION RECOVERY (2005)
 PP0931
 PP0931'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 PP0931'RECOVERED AS DESCRIBED.
 PP0931
 PP0931                          STATION RECOVERY (2007)
 PP0931
 PP0931'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP0931'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF HOPKINS,
 PP0931'7.7 MI (12.4 KM) SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1 KM)
 PP0931'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0931' 
 PP0931'TO REACH TO THE MARK IN WEST CENTER PART OF MINNEAPOLIS, IN SOUTHEAST
 PP0931'CORNER OF EASTBOUND INTERSTATE HIGHWAY 394 EXIT BRIDGE 27831 (DUNWOODY
 PP0931'SKYWAY) TO EAST AND WESTBOUND INTERSTATE HIGHWAY 94, 400 FT (121.9 M)
 PP0931'NORTHWEST OF THE NORTHEAST CORNER OF DUNWOODY INSTITUTE, 50.0 FT (15.2
 PP0931'M) SOUTH OF EAST INTERSTATE HIGHWAY 94 SPEED LIMIT SIGN AND INTERSTATE
 PP0931'HIGHWAY 94 WEST SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0932 ***********************************************************************
 PP0932  DESIGNATION -  2781 R 7
 PP0932  PID         -  PP0932
 PP0932  STATE/COUNTY-  MN/HENNEPIN
 PP0932  COUNTRY     -  US
 PP0932  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP0932
 PP0932                         *CURRENT SURVEY CONTROL
 PP0932  ______________________________________________________________________
 PP0932* NAD 83(1986) POSITION- 44 58 28.75   (N) 093 17 29.29   (W)   HD_HELD1  
 PP0932* NAVD 88 ORTHO HEIGHT -   258.042  (meters)     846.59  (feet) ADJUSTED  
 PP0932  ______________________________________________________________________
 PP0932  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP0932  DYNAMIC HEIGHT  -        258.036 (meters)      846.57  (feet) COMP
 PP0932  MODELED GRAVITY -    980,585.9   (mgal)                       NAVD 88
 PP0932
 PP0932  VERT ORDER      -  SECOND    CLASS I
 PP0932
 PP0932.The horizontal coordinates were established by differentially corrected
 PP0932.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0932.
 PP0932.The orthometric height was determined by differential leveling and
 PP0932.adjusted in May 2010.
 PP0932
 PP0932.Photographs are available for this station.
 PP0932
 PP0932.The dynamic height is computed by dividing the NAVD 88
 PP0932.geopotential number by the normal gravity value computed on the
 PP0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0932.degrees latitude (g = 980.6199 gals.).
 PP0932
 PP0932.The modeled gravity was interpolated from observed gravity values.
 PP0932
 PP0932;                    North         East    Units  Estimated Accuracy
 PP0932;SPC MN S     -   319,652.2     855,886.9     MT  (+/- 3 meters HH1 GPS) 
 PP0932
 PP0932                          SUPERSEDED SURVEY CONTROL
 PP0932
 PP0932  NAVD 88 (06/15/91)  258.041  (m)          846.59   (f) SUPERSEDED  2 0
 PP0932  NGVD 29 (??/??/92)  257.986  (m)          846.41   (f) ADJ UNCH    2 0
 PP0932
 PP0932.Superseded values are not recommended for survey control.
 PP0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0932.See file dsdata.txt to determine how the superseded data were derived.
 PP0932
 PP0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7701780175(NAD 83)
 PP0932
 PP0932_MARKER: DB = BENCH MARK DISK
 PP0932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0932_SP_SET: BRIDGE ABUTMENT
 PP0932_STAMPING: 2781 R 7 1970
 PP0932_MARK LOGO: MNHD  
 PP0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0932+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 PP0932
 PP0932  HISTORY     - Date     Condition        Report By
 PP0932  HISTORY     - 1970     MONUMENTED       MNHD
 PP0932  HISTORY     - 1988     GOOD             MNDT
 PP0932  HISTORY     - 20051123 GOOD             MNDT
 PP0932  HISTORY     - 20070919 GOOD             MNDT
 PP0932
 PP0932                          STATION DESCRIPTION
 PP0932
 PP0932'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP0932'IN MINNEAPOLIS.
 PP0932'STD. DISK IN THE N.E. CORNER OF BRIDGE NO. 27831 IN THE N.E. 1/4 OF
 PP0932'SECTION 28 T.H. 12 OVER WAYZATA BLVD.  SECTION 28, T 29N, R 24W.
 PP0932
 PP0932                          STATION RECOVERY (1988)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (EGS)
 PP0932'RECOVERED AS DESCRIBED.
 PP0932
 PP0932                          STATION RECOVERY (2005)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (GWO)
 PP0932'AT MINNEAPOLIS, IN NORTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY
 PP0932'394 BRIDGE 27831 OVER DUNWOODY BOULEVARD, 0.1 MI (0.2 KM) NORTHWEST OF
 PP0932'THE NORTHWEST CORNER OF DUNWOODY INSTITUTE.
 PP0932
 PP0932                          STATION RECOVERY (2007)
 PP0932
 PP0932'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP0932'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF HOPKINS,
 PP0932'7.7 MI (12.4 KM) SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3 KM)
 PP0932'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP0932' 
 PP0932'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHEAST CORNER OF WESTBOUND
 PP0932'INTERSTATE HIGHWAY 394 BRIDGE 27831 OVER DUNWOODY BOULEVARD, 0.1 MI
 PP0932'(0.2 KM) NORTHWEST OF THE NORTHWEST CORNER OF DUNWOODY INSTITUTE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1011 ***********************************************************************
 PP1011  DESIGNATION -  2781 S
 PP1011  PID         -  PP1011
 PP1011  STATE/COUNTY-  MN/HENNEPIN
 PP1011  COUNTRY     -  US
 PP1011  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1011
 PP1011                         *CURRENT SURVEY CONTROL
 PP1011  ______________________________________________________________________
 PP1011* NAD 83(1986) POSITION- 44 58 18.0    (N) 093 17 13.5    (W)   HD_HELD2  
 PP1011* NAVD 88 ORTHO HEIGHT -   256.848  (meters)     842.68  (feet) ADJUSTED  
 PP1011  ______________________________________________________________________
 PP1011  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1011  DYNAMIC HEIGHT  -        256.842 (meters)      842.66  (feet) COMP
 PP1011  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 PP1011
 PP1011  VERT ORDER      -  SECOND    CLASS 0
 PP1011
 PP1011.The horizontal coordinates were established by autonomous hand held GPS
 PP1011.observations and have an estimated accuracy of +/- 10 meters.
 PP1011.
 PP1011.The orthometric height was determined by differential leveling and
 PP1011.adjusted in June 1991.
 PP1011
 PP1011.Photographs are available for this station.
 PP1011
 PP1011.The dynamic height is computed by dividing the NAVD 88
 PP1011.geopotential number by the normal gravity value computed on the
 PP1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1011.degrees latitude (g = 980.6199 gals.).
 PP1011
 PP1011.The modeled gravity was interpolated from observed gravity values.
 PP1011
 PP1011;                    North         East    Units  Estimated Accuracy
 PP1011;SPC MN S     -   319,323.      856,236.      MT  (+/- 10 meters HH2 GPS)
 PP1011
 PP1011                          SUPERSEDED SURVEY CONTROL
 PP1011
 PP1011  NGVD 29 (??/??/92)  256.793  (m)          842.50   (f) ADJ UNCH    2 0
 PP1011
 PP1011.Superseded values are not recommended for survey control.
 PP1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1011.See file dsdata.txt to determine how the superseded data were derived.
 PP1011
 PP1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7736279843(NAD 83)
 PP1011
 PP1011_MARKER: DB = BENCH MARK DISK
 PP1011_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1011_SP_SET: BRIDGE ABUTMENT
 PP1011_STAMPING: 2781 S
 PP1011_MARK LOGO: MNHD  
 PP1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1011
 PP1011  HISTORY     - Date     Condition        Report By
 PP1011  HISTORY     - 1969     MONUMENTED       MNHD
 PP1011  HISTORY     - 1969     GOOD             MNDT
 PP1011  HISTORY     - 1985     GOOD             USPSQD
 PP1011  HISTORY     - 20070917 GOOD             MNDT
 PP1011
 PP1011                          STATION DESCRIPTION
 PP1011
 PP1011'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1011'IN MINNEAPOLIS.
 PP1011'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27799 I.R. 94 OVER
 PP1011'WAYZATA BLVD. SOUTHWEST OF THE BASILICA OF ST. MARY WEST OF DOWNTOWN
 PP1011'MPLS.
 PP1011
 PP1011                          STATION RECOVERY (1985)
 PP1011
 PP1011'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1011'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1011
 PP1011                          STATION RECOVERY (2007)
 PP1011
 PP1011'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1011'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH OF BLOOMINGTON, 7.7
 PP1011'MI (12.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1 KM)
 PP1011'WEST-SOUTHWEST OF MINNEAPOLIS.
 PP1011' 
 PP1011'TO REACH TO THE MARK IN WEST PART OF DOWNTOWN MINNEAPOLIS, SOUTHWEST
 PP1011'OF BASILICA OF ST MARY, IN SOUTHEAST CORNER OF LYNDALE AVENUE BRIDGE
 PP1011'NUMBER 27799 OVER DUNWOODY BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1016 ***********************************************************************
 PP1016  DESIGNATION -  2781 T 2
 PP1016  PID         -  PP1016
 PP1016  STATE/COUNTY-  MN/HENNEPIN
 PP1016  COUNTRY     -  US
 PP1016  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1016
 PP1016                         *CURRENT SURVEY CONTROL
 PP1016  ______________________________________________________________________
 PP1016* NAD 83(1996) POSITION- 44 57 55.45284(N) 093 17 15.12001(W)   ADJUSTED  
 PP1016* NAVD 88 ORTHO HEIGHT -   275.425  (meters)     903.62  (feet) ADJUSTED  
 PP1016  ______________________________________________________________________
 PP1016  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 PP1016  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1016  DYNAMIC HEIGHT  -        275.419 (meters)      903.60  (feet) COMP
 PP1016  MODELED GRAVITY -    980,584.4   (mgal)                       NAVD 88
 PP1016
 PP1016  HORZ ORDER      -  SECOND
 PP1016  VERT ORDER      -  SECOND    CLASS 0
 PP1016
 PP1016.The horizontal coordinates were established by classical geodetic methods
 PP1016.and adjusted by the National Geodetic Survey in March 1999.
 PP1016.
 PP1016.The orthometric height was determined by differential leveling and
 PP1016.adjusted in June 1991.
 PP1016
 PP1016.Photographs are available for this station.
 PP1016
 PP1016.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1016
 PP1016.The dynamic height is computed by dividing the NAVD 88
 PP1016.geopotential number by the normal gravity value computed on the
 PP1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1016.degrees latitude (g = 980.6199 gals.).
 PP1016
 PP1016.The modeled gravity was interpolated from observed gravity values.
 PP1016
 PP1016. The following values were computed from the NAD 83(1996) position.
 PP1016
 PP1016;                    North         East     Units Scale Factor Converg.
 PP1016;SPC MN S     -   318,627.135   856,206.285   MT  0.99995479   +0 29 57.8
 PP1016;SPC MN S     - 1,045,362.53  2,809,070.12   sFT  0.99995479   +0 29 57.8
 PP1016;UTM  15      - 4,979,147.395   477,324.341   MT  0.99960632   -0 12 11.5
 PP1016
 PP1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1016!SPC MN S     -   0.99996107  x   0.99995479  =   0.99991586
 PP1016!UTM  15      -   0.99996107  x   0.99960632  =   0.99956740
 PP1016
 PP1016                          SUPERSEDED SURVEY CONTROL
 PP1016
 PP1016  NAD 83(1986)-  44 57 55.44841(N)    093 17 15.11674(W) AD(       ) 2
 PP1016  NAD 27      -  44 57 55.57118(N)    093 17 14.29820(W) AD(       ) 2
 PP1016  NGVD 29 (??/??/92)  275.369  (m)          903.44   (f) ADJ UNCH    2 0
 PP1016
 PP1016.Superseded values are not recommended for survey control.
 PP1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1016.See file dsdata.txt to determine how the superseded data were derived.
 PP1016
 PP1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7732479147(NAD 83)
 PP1016
 PP1016_MARKER: DD = SURVEY DISK
 PP1016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1016_SP_SET: BRIDGE ABUTMENT
 PP1016_STAMPING: 2781 T 2 1969
 PP1016_MARK LOGO: MNHD  
 PP1016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1016+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2008
 PP1016
 PP1016  HISTORY     - Date     Condition        Report By
 PP1016  HISTORY     - 1974     MONUMENTED       MNHD
 PP1016  HISTORY     - 1969     GOOD             MNDT
 PP1016  HISTORY     - 1985     GOOD             USPSQD
 PP1016  HISTORY     - 1985     GOOD             USPSQD
 PP1016  HISTORY     - 20080522 GOOD             MNDT
 PP1016
 PP1016                          STATION DESCRIPTION
 PP1016
 PP1016'DESCRIBED BY MN HIGHWAY DEPT 1974 (DKH)
 PP1016'THE STATION IS LOCATED IN THE CITY OF MINNEAPOLIS.
 PP1016'
 PP1016'MARK, A STANDARD MHD BENCH MARK DISK STAMPED, 2781 T2 1969, IS SET IN
 PP1016'THE SOUTHEAST CORNER OF BRIDGE NO. 27961 (WESTBOUND F.A.I. 94 ONTO
 PP1016'SOUTHBOUND HENNEPIN AVENUE).
 PP1016'
 PP1016'NEAREST TOWN--MINNEAPOLIS.
 PP1016
 PP1016                          STATION RECOVERY (1969)
 PP1016
 PP1016'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 PP1016'IN MINNEAPOLIS.
 PP1016'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27961 WESTBOUND
 PP1016'I.R. 94 ONTO SOUTHBOUND HENNEPIN AVENUE (BOTTLENECK).
 PP1016
 PP1016                          STATION RECOVERY (1985)
 PP1016
 PP1016'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1016'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1016
 PP1016                          STATION RECOVERY (1985)
 PP1016
 PP1016'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1016'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1016
 PP1016                          STATION RECOVERY (2008)
 PP1016
 PP1016'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 PP1016'THE STATION IS LOCATED ABOUT 8.6 MI (13.9 KM) NORTH OF BLOOMINGTON,
 PP1016'8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.5 KM)
 PP1016'SOUTHWEST OF MINNEAPOLIS.
 PP1016' 
 PP1016'IN MINNEAPOLIS, IN SOUTHEAST CORNER OF WB INTERSTATE HIGHWAY 94 BRIDGE
 PP1016'27961 TO SB HENNEPIN AVE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1014 ***********************************************************************
 PP1014  DESIGNATION -  2781 T 3
 PP1014  PID         -  PP1014
 PP1014  STATE/COUNTY-  MN/HENNEPIN
 PP1014  COUNTRY     -  US
 PP1014  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1014
 PP1014                         *CURRENT SURVEY CONTROL
 PP1014  ______________________________________________________________________
 PP1014* NAD 83(1986) POSITION- 44 57 52.10   (N) 093 17 15.81   (W)   HD_HELD1  
 PP1014* NAVD 88 ORTHO HEIGHT -   271.648  (meters)     891.23  (feet) ADJUSTED  
 PP1014  ______________________________________________________________________
 PP1014  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1014  DYNAMIC HEIGHT  -        271.641 (meters)      891.21  (feet) COMP
 PP1014  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 PP1014
 PP1014  VERT ORDER      -  SECOND    CLASS 0
 PP1014
 PP1014.The horizontal coordinates were established by differentially corrected
 PP1014.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1014.
 PP1014.The orthometric height was determined by differential leveling and
 PP1014.adjusted in June 1991.
 PP1014
 PP1014.Photographs are available for this station.
 PP1014
 PP1014.The dynamic height is computed by dividing the NAVD 88
 PP1014.geopotential number by the normal gravity value computed on the
 PP1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1014.degrees latitude (g = 980.6199 gals.).
 PP1014
 PP1014.The modeled gravity was interpolated from observed gravity values.
 PP1014
 PP1014;                    North         East    Units  Estimated Accuracy
 PP1014;SPC MN S     -   318,523.5     856,192.1     MT  (+/- 3 meters HH1 GPS) 
 PP1014
 PP1014                          SUPERSEDED SURVEY CONTROL
 PP1014
 PP1014  NGVD 29 (??/??/92)  271.592  (m)          891.05   (f) ADJ UNCH    2 0
 PP1014
 PP1014.Superseded values are not recommended for survey control.
 PP1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1014.See file dsdata.txt to determine how the superseded data were derived.
 PP1014
 PP1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7730879043(NAD 83)
 PP1014
 PP1014_MARKER: DD = SURVEY DISK
 PP1014_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1014_SP_SET: BRIDGE ABUTMENT
 PP1014_STAMPING: 2781 T 3
 PP1014_MARK LOGO: MNHD  
 PP1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1014+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1014
 PP1014  HISTORY     - Date     Condition        Report By
 PP1014  HISTORY     - 1969     MONUMENTED       MNHD
 PP1014  HISTORY     - 1969     GOOD             MNDT
 PP1014  HISTORY     - 1985     GOOD             USPSQD
 PP1014  HISTORY     - 1985     GOOD             USPSQD
 PP1014  HISTORY     - 20070822 GOOD             MNDT
 PP1014
 PP1014                          STATION DESCRIPTION
 PP1014
 PP1014'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1014'IN MINNEAPOLIS.
 PP1014'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27963 SOUTHBOUND
 PP1014'HENNEPIN AVENUE EXIT TO EASTBOUND I.R. 94 (BOTTLENECK AREA).
 PP1014
 PP1014                          STATION RECOVERY (1985)
 PP1014
 PP1014'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1014'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT
 PP1014
 PP1014                          STATION RECOVERY (1985)
 PP1014
 PP1014'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1014'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT
 PP1014
 PP1014                          STATION RECOVERY (2007)
 PP1014
 PP1014'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1014'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BLOOMINGTON, 8.2
 PP1014'MI (13.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP1014'SOUTHWEST OF MINNEAPOLIS.
 PP1014' 
 PP1014'TO REACH TO THE MARK IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN
 PP1014'SOUTHEAST CORNER OF SOUTH BOUND HENNEPIN AVENUE RAMP TO INTERSTATE
 PP1014'HIGHWAY 94 EASTBOUND BRIDGE 27963 OVER HENNEPIN AVENUE AND LYNDALE
 PP1014'AVENUE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1017 ***********************************************************************
 PP1017  DESIGNATION -  2781 T 4
 PP1017  PID         -  PP1017
 PP1017  STATE/COUNTY-  MN/HENNEPIN
 PP1017  COUNTRY     -  US
 PP1017  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1017
 PP1017                         *CURRENT SURVEY CONTROL
 PP1017  ______________________________________________________________________
 PP1017* NAD 83(1986) POSITION- 44 57 51.57   (N) 093 17 15.80   (W)   HD_HELD1  
 PP1017* NAVD 88 ORTHO HEIGHT -   271.115  (meters)     889.48  (feet) ADJUSTED  
 PP1017  ______________________________________________________________________
 PP1017  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1017  DYNAMIC HEIGHT  -        271.108 (meters)      889.46  (feet) COMP
 PP1017  MODELED GRAVITY -    980,584.3   (mgal)                       NAVD 88
 PP1017
 PP1017  VERT ORDER      -  SECOND    CLASS 0
 PP1017
 PP1017.The horizontal coordinates were established by differentially corrected
 PP1017.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1017.
 PP1017.The orthometric height was determined by differential leveling and
 PP1017.adjusted in June 1991.
 PP1017
 PP1017.Photographs are available for this station.
 PP1017
 PP1017.The dynamic height is computed by dividing the NAVD 88
 PP1017.geopotential number by the normal gravity value computed on the
 PP1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1017.degrees latitude (g = 980.6199 gals.).
 PP1017
 PP1017.The modeled gravity was interpolated from observed gravity values.
 PP1017
 PP1017;                    North         East    Units  Estimated Accuracy
 PP1017;SPC MN S     -   318,507.2     856,192.4     MT  (+/- 3 meters HH1 GPS) 
 PP1017
 PP1017                          SUPERSEDED SURVEY CONTROL
 PP1017
 PP1017  NGVD 29 (??/??/92)  271.059  (m)          889.30   (f) ADJ UNCH    2 0
 PP1017
 PP1017.Superseded values are not recommended for survey control.
 PP1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1017.See file dsdata.txt to determine how the superseded data were derived.
 PP1017
 PP1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7730979027(NAD 83)
 PP1017
 PP1017_MARKER: DD = SURVEY DISK
 PP1017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1017_SP_SET: BRIDGE ABUTMENT
 PP1017_STAMPING: 2781 T 4
 PP1017_MARK LOGO: MNHD  
 PP1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1017+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1017
 PP1017  HISTORY     - Date     Condition        Report By
 PP1017  HISTORY     - 1969     MONUMENTED       MNHD
 PP1017  HISTORY     - 1969     GOOD             MNDT
 PP1017  HISTORY     - 1985     GOOD             USPSQD
 PP1017  HISTORY     - 1985     GOOD             USPSQD
 PP1017  HISTORY     - 20070822 GOOD             MNDT
 PP1017
 PP1017                          STATION DESCRIPTION
 PP1017
 PP1017'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1017'IN MINNEAPOLIS.
 PP1017'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27965 NORTHBOUND
 PP1017'HENNEPIN EXIT ONTO EASTBOUND I.R. 94 (BOTTLENECK AREA).
 PP1017
 PP1017                          STATION RECOVERY (1985)
 PP1017
 PP1017'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1017'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1017
 PP1017                          STATION RECOVERY (1985)
 PP1017
 PP1017'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1017'MARK LOCATED IN SOUTHEAST CORNER OF BRIDGE IN ABUTMENT.
 PP1017
 PP1017                          STATION RECOVERY (2007)
 PP1017
 PP1017'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1017'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF BLOOMINGTON, 8.2
 PP1017'MI (13.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.6 MI (2.6 KM)
 PP1017'SOUTHWEST OF MINNEAPOLIS.
 PP1017' 
 PP1017'TO REACH TO THE MARK IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN
 PP1017'SOUTHEAST CORNER OF NORTHBOUND HENNEPIN AVENUE RAMP TO EASTBOUND
 PP1017'INTERSTATE HIGHWAY 94 BRIDGE 27965 OVER LYNDALE AVENUE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1018 ***********************************************************************
 PP1018  DESIGNATION -  2781 U
 PP1018  PID         -  PP1018
 PP1018  STATE/COUNTY-  MN/HENNEPIN
 PP1018  COUNTRY     -  US
 PP1018  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1018
 PP1018                         *CURRENT SURVEY CONTROL
 PP1018  ______________________________________________________________________
 PP1018* NAD 83(1986) POSITION- 44 57 52.74   (N) 093 16 57.21   (W)   HD_HELD1  
 PP1018* NAVD 88 ORTHO HEIGHT -   272.742  (meters)     894.82  (feet) ADJUSTED  
 PP1018  ______________________________________________________________________
 PP1018  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1018  DYNAMIC HEIGHT  -        272.735 (meters)      894.80  (feet) COMP
 PP1018  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 PP1018
 PP1018  VERT ORDER      -  SECOND    CLASS 0
 PP1018
 PP1018.The horizontal coordinates were established by differentially corrected
 PP1018.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1018.
 PP1018.The orthometric height was determined by differential leveling and
 PP1018.adjusted in June 1991.
 PP1018
 PP1018.Photographs are available for this station.
 PP1018
 PP1018.The dynamic height is computed by dividing the NAVD 88
 PP1018.geopotential number by the normal gravity value computed on the
 PP1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1018.degrees latitude (g = 980.6199 gals.).
 PP1018
 PP1018.The modeled gravity was interpolated from observed gravity values.
 PP1018
 PP1018;                    North         East    Units  Estimated Accuracy
 PP1018;SPC MN S     -   318,546.8     856,599.5     MT  (+/- 3 meters HH1 GPS) 
 PP1018
 PP1018                          SUPERSEDED SURVEY CONTROL
 PP1018
 PP1018  NGVD 29 (??/??/92)  272.686  (m)          894.64   (f) ADJ UNCH    2 0
 PP1018
 PP1018.Superseded values are not recommended for survey control.
 PP1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1018.See file dsdata.txt to determine how the superseded data were derived.
 PP1018
 PP1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7771679062(NAD 83)
 PP1018
 PP1018_MARKER: DD = SURVEY DISK
 PP1018_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1018_SP_SET: BRIDGE ABUTMENT
 PP1018_STAMPING: 2781 U
 PP1018_MARK LOGO: MNHD  
 PP1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1018+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1018
 PP1018  HISTORY     - Date     Condition        Report By
 PP1018  HISTORY     - 1969     MONUMENTED       MNHD
 PP1018  HISTORY     - 1969     GOOD             MNDT
 PP1018  HISTORY     - 1985     GOOD             USPSQD
 PP1018  HISTORY     - 1985     GOOD             USPSQD
 PP1018  HISTORY     - 20070822 GOOD             MNDT
 PP1018
 PP1018                          STATION DESCRIPTION
 PP1018
 PP1018'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1018'IN MINNEAPOLIS.
 PP1018'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27966 GROVELAND
 PP1018'AVENUE OVER I.R. 94.
 PP1018
 PP1018                          STATION RECOVERY (1985)
 PP1018
 PP1018'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1018'RECOVERED IN GOOD CONDITION.
 PP1018
 PP1018                          STATION RECOVERY (1985)
 PP1018
 PP1018'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1018'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1018
 PP1018                          STATION RECOVERY (2007)
 PP1018
 PP1018'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1018'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTH OF BLOOMINGTON, 8.0
 PP1018'MI (12.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3 KM)
 PP1018'SOUTHWEST OF MINNEAPOLIS.
 PP1018' 
 PP1018'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF GROVELAND
 PP1018'AVENUE BRIDGE 27966 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1020 ***********************************************************************
 PP1020  DESIGNATION -  2781 W
 PP1020  PID         -  PP1020
 PP1020  STATE/COUNTY-  MN/HENNEPIN
 PP1020  COUNTRY     -  US
 PP1020  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1020
 PP1020                         *CURRENT SURVEY CONTROL
 PP1020  ______________________________________________________________________
 PP1020* NAD 83(1986) POSITION- 44 57 57.47   (N) 093 16 39.63   (W)   HD_HELD1  
 PP1020* NAVD 88 ORTHO HEIGHT -   261.014  (meters)     856.34  (feet) ADJUSTED  
 PP1020  ______________________________________________________________________
 PP1020  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1020  DYNAMIC HEIGHT  -        261.008 (meters)      856.32  (feet) COMP
 PP1020  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 PP1020
 PP1020  VERT ORDER      -  SECOND    CLASS 0
 PP1020
 PP1020.The horizontal coordinates were established by differentially corrected
 PP1020.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1020.
 PP1020.The orthometric height was determined by differential leveling and
 PP1020.adjusted in June 1991.
 PP1020
 PP1020.Photographs are available for this station.
 PP1020
 PP1020.The dynamic height is computed by dividing the NAVD 88
 PP1020.geopotential number by the normal gravity value computed on the
 PP1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1020.degrees latitude (g = 980.6199 gals.).
 PP1020
 PP1020.The modeled gravity was interpolated from observed gravity values.
 PP1020
 PP1020;                    North         East    Units  Estimated Accuracy
 PP1020;SPC MN S     -   318,696.2     856,983.4     MT  (+/- 3 meters HH1 GPS) 
 PP1020
 PP1020                          SUPERSEDED SURVEY CONTROL
 PP1020
 PP1020  NGVD 29 (??/??/92)  260.958  (m)          856.16   (f) ADJ UNCH    2 0
 PP1020
 PP1020.Superseded values are not recommended for survey control.
 PP1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1020.See file dsdata.txt to determine how the superseded data were derived.
 PP1020
 PP1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7810279206(NAD 83)
 PP1020
 PP1020_MARKER: DD = SURVEY DISK
 PP1020_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1020_SP_SET: BRIDGE ABUTMENT
 PP1020_STAMPING: 2781 W
 PP1020_MARK LOGO: MNHD  
 PP1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1020+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1020
 PP1020  HISTORY     - Date     Condition        Report By
 PP1020  HISTORY     - 1969     MONUMENTED       MNHD
 PP1020  HISTORY     - 1985     GOOD             USPSQD
 PP1020  HISTORY     - 20070822 GOOD             MNDT
 PP1020
 PP1020                          STATION DESCRIPTION
 PP1020
 PP1020'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1020'IN MINNEAPOLIS.
 PP1020'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27837 NICOLLET
 PP1020'AVENUE OVER I.R. 94.
 PP1020
 PP1020                          STATION RECOVERY (1985)
 PP1020
 PP1020'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1020'RECOVERED IN GOOD CONDITION.
 PP1020
 PP1020                          STATION RECOVERY (2007)
 PP1020
 PP1020'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1020'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF BLOOMINGTON, 7.8
 PP1020'MI (12.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1020'SOUTHWEST OF MINNEAPOLIS.
 PP1020' 
 PP1020'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF NICOLLET
 PP1020'AVENUE BRIDGE 27837 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1021 ***********************************************************************
 PP1021  DESIGNATION -  2781 X
 PP1021  PID         -  PP1021
 PP1021  STATE/COUNTY-  MN/HENNEPIN
 PP1021  COUNTRY     -  US
 PP1021  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1021
 PP1021                         *CURRENT SURVEY CONTROL
 PP1021  ______________________________________________________________________
 PP1021* NAD 83(1986) POSITION- 44 58 00.58   (N) 093 16 35.81   (W)   HD_HELD1  
 PP1021* NAVD 88 ORTHO HEIGHT -   261.021  (meters)     856.37  (feet) ADJUSTED  
 PP1021  ______________________________________________________________________
 PP1021  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1021  DYNAMIC HEIGHT  -        261.014 (meters)      856.34  (feet) COMP
 PP1021  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 PP1021
 PP1021  VERT ORDER      -  SECOND    CLASS 0
 PP1021
 PP1021.The horizontal coordinates were established by differentially corrected
 PP1021.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1021.
 PP1021.The orthometric height was determined by differential leveling and
 PP1021.adjusted in June 1991.
 PP1021
 PP1021.Photographs are available for this station.
 PP1021
 PP1021.The dynamic height is computed by dividing the NAVD 88
 PP1021.geopotential number by the normal gravity value computed on the
 PP1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1021.degrees latitude (g = 980.6199 gals.).
 PP1021
 PP1021.The modeled gravity was interpolated from observed gravity values.
 PP1021
 PP1021;                    North         East    Units  Estimated Accuracy
 PP1021;SPC MN S     -   318,793.0     857,066.3     MT  (+/- 3 meters HH1 GPS) 
 PP1021
 PP1021                          SUPERSEDED SURVEY CONTROL
 PP1021
 PP1021  NGVD 29 (??/??/92)  260.965  (m)          856.18   (f) ADJ UNCH    2 0
 PP1021
 PP1021.Superseded values are not recommended for survey control.
 PP1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1021.See file dsdata.txt to determine how the superseded data were derived.
 PP1021
 PP1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7818679302(NAD 83)
 PP1021
 PP1021_MARKER: DD = SURVEY DISK
 PP1021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1021_SP_SET: BRIDGE ABUTMENT
 PP1021_STAMPING: 2781 X
 PP1021_MARK LOGO: MNHD  
 PP1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1021+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1021
 PP1021  HISTORY     - Date     Condition        Report By
 PP1021  HISTORY     - 1969     MONUMENTED       MNHD
 PP1021  HISTORY     - 1969     GOOD             MNDT
 PP1021  HISTORY     - 1985     GOOD             USPSQD
 PP1021  HISTORY     - 1985     GOOD             USPSQD
 PP1021  HISTORY     - 1991     GOOD             USPSQD
 PP1021  HISTORY     - 20070822 GOOD             MNDT
 PP1021
 PP1021                          STATION DESCRIPTION
 PP1021
 PP1021'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1021'IN MINNEAPOLIS.
 PP1021'STANDARD DISK IN THE NORTHWEST CORNER OF BRIDGE NO. 27838 FIRST AVENUE
 PP1021'SOUTH OVER I.R. 94.
 PP1021
 PP1021                          STATION RECOVERY (1985)
 PP1021
 PP1021'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1021'RECOVERED IN GOOD CONDITION.
 PP1021
 PP1021                          STATION RECOVERY (1985)
 PP1021
 PP1021'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1021'MARK LOCATED IN NORTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1021
 PP1021                          STATION RECOVERY (1991)
 PP1021
 PP1021'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1021'RECOVERED IN GOOD CONDITION.
 PP1021
 PP1021                          STATION RECOVERY (2007)
 PP1021
 PP1021'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1021'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF BLOOMINGTON, 7.7
 PP1021'MI (12.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1021'SOUTHWEST OF MINNEAPOLIS.
 PP1021' 
 PP1021'TO REACH TO THE MARK AT MINNEAPOLIS, IN NORTHWEST CORNER OF FIRST
 PP1021'AVENUE SOUTH BRIDGE 27838 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1027 ***********************************************************************
 PP1027  DESIGNATION -  2781 X 5
 PP1027  PID         -  PP1027
 PP1027  STATE/COUNTY-  MN/HENNEPIN
 PP1027  COUNTRY     -  US
 PP1027  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1027
 PP1027                         *CURRENT SURVEY CONTROL
 PP1027  ______________________________________________________________________
 PP1027* NAD 83(1986) POSITION- 44 58 04.69   (N) 093 16 09.13   (W)   HD_HELD1  
 PP1027* NAVD 88 ORTHO HEIGHT -   260.421  (meters)     854.40  (feet) ADJUSTED  
 PP1027  ______________________________________________________________________
 PP1027  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 PP1027  DYNAMIC HEIGHT  -        260.414 (meters)      854.37  (feet) COMP
 PP1027  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 PP1027
 PP1027  VERT ORDER      -  SECOND    CLASS 0
 PP1027
 PP1027.The horizontal coordinates were established by differentially corrected
 PP1027.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1027.
 PP1027.The orthometric height was determined by differential leveling and
 PP1027.adjusted in June 1991.
 PP1027
 PP1027.Photographs are available for this station.
 PP1027
 PP1027.The dynamic height is computed by dividing the NAVD 88
 PP1027.geopotential number by the normal gravity value computed on the
 PP1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1027.degrees latitude (g = 980.6199 gals.).
 PP1027
 PP1027.The modeled gravity was interpolated from observed gravity values.
 PP1027
 PP1027;                    North         East    Units  Estimated Accuracy
 PP1027;SPC MN S     -   318,925.0     857,649.8     MT  (+/- 3 meters HH1 GPS) 
 PP1027
 PP1027                          SUPERSEDED SURVEY CONTROL
 PP1027
 PP1027  NGVD 29 (??/??/92)  260.365  (m)          854.21   (f) ADJ UNCH    2 0
 PP1027
 PP1027.Superseded values are not recommended for survey control.
 PP1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1027.See file dsdata.txt to determine how the superseded data were derived.
 PP1027
 PP1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7877079427(NAD 83)
 PP1027
 PP1027_MARKER: DD = SURVEY DISK
 PP1027_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1027_SP_SET: BRIDGE ABUTMENT
 PP1027_STAMPING: 2781 7 C5 1970
 PP1027_MARK LOGO: MNHD  
 PP1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1027+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1027
 PP1027  HISTORY     - Date     Condition        Report By
 PP1027  HISTORY     - 1969     MONUMENTED       MNHD
 PP1027  HISTORY     - 1985     GOOD             USPSQD
 PP1027  HISTORY     - 1991     GOOD             USPSQD
 PP1027  HISTORY     - 20070822 GOOD             MNDT
 PP1027
 PP1027                          STATION DESCRIPTION
 PP1027
 PP1027'DESCRIBED BY MN HIGHWAY DEPT 1969
 PP1027'IN MINNEAPOLIS.
 PP1027'STD. DISK IN THE S.E. COR. OF BRIDGE NO. 27840 15TH STREET OVER T.H.
 PP1027'190 0.1 MILE NORTH OF THE JUNCTION OF INTERSTATE 35 AND 94.  SECTION
 PP1027'27, T 29N, R 24W.
 PP1027
 PP1027                          STATION RECOVERY (1985)
 PP1027
 PP1027'RECOVERY NOTE BY US POWER SQUADRON 1985 (GQ)
 PP1027'RECOVERED IN GOOD CONDITION.
 PP1027
 PP1027                          STATION RECOVERY (1991)
 PP1027
 PP1027'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1027'RECOVERED IN GOOD CONDITION.
 PP1027
 PP1027                          STATION RECOVERY (2007)
 PP1027
 PP1027'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1027'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST OF SAINT PAUL, 7.5 MI
 PP1027'(12.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4 KM)
 PP1027'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1027' 
 PP1027'TO REACH TO THE MARK AT MINNEAPOLIS, 0.01 MI (0.0 KM) NORTH OF THE
 PP1027'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1027'SOUTHEAST CORNER OF 15TH ST BRIDGE 27840 OVER TRUNK HIGHWAY 190.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1025 ***********************************************************************
 PP1025  DESIGNATION -  2781 Z 1
 PP1025  PID         -  PP1025
 PP1025  STATE/COUNTY-  MN/HENNEPIN
 PP1025  COUNTRY     -  US
 PP1025  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1025
 PP1025                         *CURRENT SURVEY CONTROL
 PP1025  ______________________________________________________________________
 PP1025* NAD 83(1986) POSITION- 44 57 56.31   (N) 093 16 10.67   (W)   HD_HELD1  
 PP1025* NAVD 88 ORTHO HEIGHT -   257.634  (meters)     845.25  (feet) ADJUSTED  
 PP1025  ______________________________________________________________________
 PP1025  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1025  DYNAMIC HEIGHT  -        257.627 (meters)      845.23  (feet) COMP
 PP1025  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 PP1025
 PP1025  VERT ORDER      -  SECOND    CLASS 0
 PP1025
 PP1025.The horizontal coordinates were established by differentially corrected
 PP1025.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1025.
 PP1025.The orthometric height was determined by differential leveling and
 PP1025.adjusted in June 1991.
 PP1025
 PP1025.Photographs are available for this station.
 PP1025
 PP1025.The dynamic height is computed by dividing the NAVD 88
 PP1025.geopotential number by the normal gravity value computed on the
 PP1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1025.degrees latitude (g = 980.6199 gals.).
 PP1025
 PP1025.The modeled gravity was interpolated from observed gravity values.
 PP1025
 PP1025;                    North         East    Units  Estimated Accuracy
 PP1025;SPC MN S     -   318,666.1     857,618.4     MT  (+/- 3 meters HH1 GPS) 
 PP1025
 PP1025                          SUPERSEDED SURVEY CONTROL
 PP1025
 PP1025  NGVD 29 (??/??/92)  257.577  (m)          845.07   (f) ADJ UNCH    2 0
 PP1025
 PP1025.Superseded values are not recommended for survey control.
 PP1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1025.See file dsdata.txt to determine how the superseded data were derived.
 PP1025
 PP1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7873679168(NAD 83)
 PP1025
 PP1025_MARKER: DD = SURVEY DISK
 PP1025_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1025_SP_SET: BRIDGE ABUTMENT
 PP1025_STAMPING: 2781 Z 1
 PP1025_MARK LOGO: MNHD  
 PP1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1025+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1025
 PP1025  HISTORY     - Date     Condition        Report By
 PP1025  HISTORY     - 1969     MONUMENTED       MNHD
 PP1025  HISTORY     - 1969     GOOD             MNDT
 PP1025  HISTORY     - 20070821 GOOD             MNDT
 PP1025
 PP1025                          STATION DESCRIPTION
 PP1025
 PP1025'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1025'IN MINNEAPOLIS.
 PP1025'STANDARD DISK IN THE SOUTHEAST CORNER BRIDGE NO. 27843 I.R. 35W EXIT
 PP1025'TO DOWNTOWN OVER I.R. 94.
 PP1025
 PP1025                          STATION RECOVERY (2007)
 PP1025
 PP1025'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1025'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF BLOOMINGTON, 7.7
 PP1025'MI (12.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM)
 PP1025'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1025' 
 PP1025'TO REACH TO THE MARK AT MINNEAPOLIS, IN SOUTHEAST CORNER OF INTERSTATE
 PP1025'HIGHWAY 35W NORTHBOUND EXIT TO INTERSTATE HIGHWAY 94 WESTBOUND BRIDGE
 PP1025'27843 OVER INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1024 ***********************************************************************
 PP1024  DESIGNATION -  2781 Z 2
 PP1024  PID         -  PP1024
 PP1024  STATE/COUNTY-  MN/HENNEPIN
 PP1024  COUNTRY     -  US
 PP1024  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1024
 PP1024                         *CURRENT SURVEY CONTROL
 PP1024  ______________________________________________________________________
 PP1024* NAD 83(1996) POSITION- 44 57 55.66351(N) 093 16 09.27344(W)   ADJUSTED  
 PP1024* NAVD 88 ORTHO HEIGHT -   261.175  (meters)     856.87  (feet) ADJUSTED  
 PP1024  ______________________________________________________________________
 PP1024  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC09
 PP1024  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1024  DYNAMIC HEIGHT  -        261.169 (meters)      856.85  (feet) COMP
 PP1024  MODELED GRAVITY -    980,583.8   (mgal)                       NAVD 88
 PP1024
 PP1024  HORZ ORDER      -  SECOND
 PP1024  VERT ORDER      -  SECOND    CLASS 0
 PP1024
 PP1024.The horizontal coordinates were established by classical geodetic methods
 PP1024.and adjusted by the National Geodetic Survey in March 1999.
 PP1024.
 PP1024.The orthometric height was determined by differential leveling and
 PP1024.adjusted in June 1991.
 PP1024
 PP1024.Photographs are available for this station.
 PP1024
 PP1024.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1024
 PP1024.The dynamic height is computed by dividing the NAVD 88
 PP1024.geopotential number by the normal gravity value computed on the
 PP1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1024.degrees latitude (g = 980.6199 gals.).
 PP1024
 PP1024.The modeled gravity was interpolated from observed gravity values.
 PP1024
 PP1024. The following values were computed from the NAD 83(1996) position.
 PP1024
 PP1024;                    North         East     Units Scale Factor Converg.
 PP1024;SPC MN S     -   318,646.376   857,649.138   MT  0.99995480   +0 30 43.9
 PP1024;SPC MN S     - 1,045,425.65  2,813,803.88   sFT  0.99995480   +0 30 43.9
 PP1024;UTM  15      - 4,979,148.943   478,766.818   MT  0.99960554   -0 11 25.0
 PP1024
 PP1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1024!SPC MN S     -   0.99996331  x   0.99995480  =   0.99991811
 PP1024!UTM  15      -   0.99996331  x   0.99960554  =   0.99956886
 PP1024
 PP1024                          SUPERSEDED SURVEY CONTROL
 PP1024
 PP1024  NAD 83(1986)-  44 57 55.65665(N)    093 16 09.26802(W) AD(       ) 2
 PP1024  NAD 83(1986)-  44 57 55.65915(N)    093 16 09.27123(W) AD(       ) 2
 PP1024  NAD 27      -  44 57 55.78251(N)    093 16 08.45893(W) AD(       ) 2
 PP1024  NAVD 88 (04/09/98)  261.18   (m)          856.9    (f) LEVELING    3  
 PP1024  NGVD 29 (??/??/92)  261.119  (m)          856.69   (f) ADJ UNCH    2 0
 PP1024
 PP1024.Superseded values are not recommended for survey control.
 PP1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1024.See file dsdata.txt to determine how the superseded data were derived.
 PP1024
 PP1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7876679148(NAD 83)
 PP1024
 PP1024_MARKER: DD = SURVEY DISK
 PP1024_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1024_SP_SET: BRIDGE ABUTMENT
 PP1024_STAMPING: 2781 Z 2
 PP1024_MARK LOGO: MNHD  
 PP1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1024+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1024
 PP1024  HISTORY     - Date     Condition        Report By
 PP1024  HISTORY     - 1969     MONUMENTED       MNHD
 PP1024  HISTORY     - 1969     GOOD             MNDT
 PP1024  HISTORY     - 20070821 GOOD             MNDT
 PP1024
 PP1024                          STATION DESCRIPTION
 PP1024
 PP1024'DESCRIBED BY MN HIGHWAY DEPT 1969 (DKH)
 PP1024'THE STATION IS LOCATED NEAR DOWNTOWN MINNEAPOLIS IN THE SE 1/4 OF
 PP1024'SECTION 27, T29N, R24W AT BRIDGE NO. 27842 (WEST I 94 EXIT FROM I
 PP1024'35W, OVER EXIT TO DOWNTOWN MINNEAPOLIS).
 PP1024'
 PP1024'TO REACH THE STATION FROM A POINT SOUTH OF THE JCT. OF I 94 AND I
 PP1024'35W, GO NORTH ON I 35W TO THE WEST I 94 EXIT.
 PP1024'
 PP1024'A STANDARD MHD BENCH MARK DISK STAMPED 2781-Z2, IS SET IN THE SE
 PP1024'CORNER OF BRIDGE NO. 27842.
 PP1024'
 PP1024'NEAREST TOWN--MINNEAPOLIS.
 PP1024
 PP1024                          STATION RECOVERY (1969)
 PP1024
 PP1024'RECOVERY NOTE BY MN DEPT OF TRANSP 1969
 PP1024'IN MINNEAPOLIS.
 PP1024'STANDARD DISK IN THE SOUTHEAST CORNER OF BRIDGE NO. 27842 NORTHBOUND
 PP1024'I.R. 35W EXIT TO WESTBOUND I.R. 94.
 PP1024
 PP1024                          STATION RECOVERY (2007)
 PP1024
 PP1024'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1024'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF BLOOMINGTON, 7.7
 PP1024'MI (12.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8 KM)
 PP1024'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1024' 
 PP1024'TO REACH TO THE MARK IN MINNEAPOLIS, IN SOUTHEAST CORNER OF NORTHBOUND
 PP1024'INTERSTATE HIGHWAY 35W EXIT BRIDGE 27842 TO WESTBOUND INTERSTATE
 PP1024'HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1023 ***********************************************************************
 PP1023  DESIGNATION -  2781 Z 3
 PP1023  PID         -  PP1023
 PP1023  STATE/COUNTY-  MN/HENNEPIN
 PP1023  COUNTRY     -  US
 PP1023  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1023
 PP1023                         *CURRENT SURVEY CONTROL
 PP1023  ______________________________________________________________________
 PP1023* NAD 83(1986) POSITION- 44 58 00.34   (N) 093 16 12.50   (W)   HD_HELD1  
 PP1023* NAVD 88 ORTHO HEIGHT -   262.425  (meters)     860.97  (feet) ADJUSTED  
 PP1023  ______________________________________________________________________
 PP1023  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1023  DYNAMIC HEIGHT  -        262.418 (meters)      860.95  (feet) COMP
 PP1023  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 PP1023
 PP1023  VERT ORDER      -  SECOND    CLASS 0
 PP1023
 PP1023.The horizontal coordinates were established by differentially corrected
 PP1023.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1023.
 PP1023.The orthometric height was determined by differential leveling and
 PP1023.adjusted in June 1991.
 PP1023
 PP1023.Photographs are available for this station.
 PP1023
 PP1023.The dynamic height is computed by dividing the NAVD 88
 PP1023.geopotential number by the normal gravity value computed on the
 PP1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1023.degrees latitude (g = 980.6199 gals.).
 PP1023
 PP1023.The modeled gravity was interpolated from observed gravity values.
 PP1023
 PP1023;                    North         East    Units  Estimated Accuracy
 PP1023;SPC MN S     -   318,790.1     857,577.1     MT  (+/- 3 meters HH1 GPS) 
 PP1023
 PP1023                          SUPERSEDED SURVEY CONTROL
 PP1023
 PP1023  NGVD 29 (??/??/92)  262.369  (m)          860.79   (f) ADJ UNCH    2 0
 PP1023
 PP1023.Superseded values are not recommended for survey control.
 PP1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1023.See file dsdata.txt to determine how the superseded data were derived.
 PP1023
 PP1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7869679293(NAD 83)
 PP1023
 PP1023_MARKER: DD = SURVEY DISK
 PP1023_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1023_SP_SET: BRIDGE ABUTMENT
 PP1023_STAMPING: 2781 Z 3
 PP1023_MARK LOGO: MNHD  
 PP1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1023+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1023
 PP1023  HISTORY     - Date     Condition        Report By
 PP1023  HISTORY     - 1969     MONUMENTED       MNHD
 PP1023  HISTORY     - 1969     GOOD             MNDT
 PP1023  HISTORY     - 20070821 GOOD             MNDT
 PP1023  HISTORY     - 20120410 GOOD
 PP1023
 PP1023                          STATION DESCRIPTION
 PP1023
 PP1023'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1023'IN MINNEAPOLIS.
 PP1023'STANDARD DISK IN THE NORTHWEST CORNER (WEST END, NORTH SIDE) OF BRIDGE
 PP1023'NO. 27842 NORTHBOUND I.R. 35W EXIT TO WESTBOUND I.R. 94.
 PP1023
 PP1023                          STATION RECOVERY (2007)
 PP1023
 PP1023'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1023'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH OF BLOOMINGTON, 7.6
 PP1023'MI (12.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM)
 PP1023'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1023' 
 PP1023'TO REACH TO THE MARK IN MINNEAPOLIS, IN NORTHWEST CORNER OF BRIDGE
 PP1023'27842 (NB INTERSTATE HIGHWAY 35W EXIT TO WESTBOUND INTERSTATE HIGHWAY
 PP1023'94).
 PP1023
 PP1023                          STATION RECOVERY (2012)
 PP1023
 PP1023'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 PP1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1026 ***********************************************************************
 PP1026  DESIGNATION -  2781 Z 4
 PP1026  PID         -  PP1026
 PP1026  STATE/COUNTY-  MN/HENNEPIN
 PP1026  COUNTRY     -  US
 PP1026  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1026
 PP1026                         *CURRENT SURVEY CONTROL
 PP1026  ______________________________________________________________________
 PP1026* NAD 83(1986) POSITION- 44 57 55.94   (N) 093 16 01.97   (W)   HD_HELD1  
 PP1026* NAVD 88 ORTHO HEIGHT -   255.171  (meters)     837.17  (feet) ADJUSTED  
 PP1026  ______________________________________________________________________
 PP1026  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 PP1026  DYNAMIC HEIGHT  -        255.165 (meters)      837.15  (feet) COMP
 PP1026  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 PP1026
 PP1026  VERT ORDER      -  SECOND    CLASS 0
 PP1026
 PP1026.The horizontal coordinates were established by differentially corrected
 PP1026.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1026.
 PP1026.The orthometric height was determined by differential leveling and
 PP1026.adjusted in June 1991.
 PP1026
 PP1026.Photographs are available for this station.
 PP1026
 PP1026.The dynamic height is computed by dividing the NAVD 88
 PP1026.geopotential number by the normal gravity value computed on the
 PP1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1026.degrees latitude (g = 980.6199 gals.).
 PP1026
 PP1026.The modeled gravity was interpolated from observed gravity values.
 PP1026
 PP1026;                    North         East    Units  Estimated Accuracy
 PP1026;SPC MN S     -   318,656.3     857,809.1     MT  (+/- 3 meters HH1 GPS) 
 PP1026
 PP1026                          SUPERSEDED SURVEY CONTROL
 PP1026
 PP1026  NGVD 29 (??/??/92)  255.115  (m)          836.99   (f) ADJ UNCH    2 0
 PP1026
 PP1026.Superseded values are not recommended for survey control.
 PP1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1026.See file dsdata.txt to determine how the superseded data were derived.
 PP1026
 PP1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7892679156(NAD 83)
 PP1026
 PP1026_MARKER: DD = SURVEY DISK
 PP1026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1026_SP_SET: BRIDGE ABUTMENT
 PP1026_STAMPING: 2781 Z 4
 PP1026_MARK LOGO: MNHD  
 PP1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1026+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2007
 PP1026
 PP1026  HISTORY     - Date     Condition        Report By
 PP1026  HISTORY     - 1969     MONUMENTED       MNHD
 PP1026  HISTORY     - 1969     GOOD             MNDT
 PP1026  HISTORY     - 20070821 GOOD             MNDT
 PP1026
 PP1026                          STATION DESCRIPTION
 PP1026
 PP1026'DESCRIBED BY MN DEPT OF TRANSP 1969
 PP1026'IN MINNEAPOLIS.
 PP1026'STANDARD DISK IN THE NORTHEAST CORNER OF TUNNEL NO. 27834 TOP OF
 PP1026'HEADWALL BEHIND RAILING.  I.R. 94 EASTBOUND UNDER I.R. 35W.
 PP1026
 PP1026                          STATION RECOVERY (2007)
 PP1026
 PP1026'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1026'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF SAINT PAUL, 7.6 MI
 PP1026'(12.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6 KM) SOUTH OF
 PP1026'MINNEAPOLIS.
 PP1026' 
 PP1026'TO REACH TO THE MARK IN SOUTHWEST PART OF DOWNTOWN MINNEAPOLIS, IN
 PP1026'NORTHEAST CORNER OF TUNNEL 27834 INTERSTATE HIGHWAY 35W OVER EASTBOUND
 PP1026'INTERSTATE HIGHWAY 94, IN THE TOP OF HEADWALL BEHIND RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0848 ***********************************************************************
 PP0848  DESIGNATION -  2782 A
 PP0848  PID         -  PP0848
 PP0848  STATE/COUNTY-  MN/HENNEPIN
 PP0848  COUNTRY     -  US
 PP0848  USGS QUAD   -  BLOOMINGTON (1997)
 PP0848
 PP0848                         *CURRENT SURVEY CONTROL
 PP0848  ______________________________________________________________________
 PP0848* NAD 83(1986) POSITION- 44 48 09.     (N) 093 17 25.     (W)   SCALED    
 PP0848* NAVD 88 ORTHO HEIGHT -   230.212  (meters)     755.29  (feet) ADJUSTED  
 PP0848  ______________________________________________________________________
 PP0848  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP0848  DYNAMIC HEIGHT  -        230.206 (meters)      755.27  (feet) COMP
 PP0848  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 PP0848
 PP0848  VERT ORDER      -  SECOND    CLASS 0
 PP0848
 PP0848.The horizontal coordinates were scaled from a topographic map and have
 PP0848.an estimated accuracy of +/- 6 seconds.
 PP0848.
 PP0848.The orthometric height was determined by differential leveling and
 PP0848.adjusted in June 1991.
 PP0848
 PP0848.The dynamic height is computed by dividing the NAVD 88
 PP0848.geopotential number by the normal gravity value computed on the
 PP0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0848.degrees latitude (g = 980.6199 gals.).
 PP0848
 PP0848.The modeled gravity was interpolated from observed gravity values.
 PP0848
 PP0848;                    North         East    Units  Estimated Accuracy
 PP0848;SPC MN S     -   300,520.      856,150.      MT  (+/- 180 meters Scaled)
 PP0848
 PP0848                          SUPERSEDED SURVEY CONTROL
 PP0848
 PP0848  NGVD 29 (??/??/92)  230.150  (m)          755.08   (f) ADJ UNCH    2 0
 PP0848
 PP0848.Superseded values are not recommended for survey control.
 PP0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0848.See file dsdata.txt to determine how the superseded data were derived.
 PP0848
 PP0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770610(NAD 83)
 PP0848
 PP0848_MARKER: DD = SURVEY DISK
 PP0848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0848_SP_SET: BRIDGE
 PP0848_STAMPING: 2782-A 1970
 PP0848_MARK LOGO: MNHD  
 PP0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0848
 PP0848  HISTORY     - Date     Condition        Report By
 PP0848  HISTORY     - 1970     MONUMENTED       MNDT
 PP0848  HISTORY     - 1971     GOOD             MNDT
 PP0848  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP0848  HISTORY     - 20070816 MARK NOT FOUND   MNDT
 PP0848
 PP0848                          STATION DESCRIPTION
 PP0848
 PP0848'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0848'IN BLOOMINGTON.
 PP0848'ELKO TO BLOOMINGTON, 4.1 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN THE
 PP0848'NORTHWEST CORNER (CURB) OF BRIDGE NO. 5983, FAI 35W OVER THE MINNESOTA
 PP0848'RIVER, BELOW THE IDENTIFICATION PLATE ABOUT 0.5 FEET HIGHER THAN THE
 PP0848'ROADWAY.
 PP0848
 PP0848                          STATION RECOVERY (1987)
 PP0848
 PP0848'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0848'MARK NOT FOUND.
 PP0848
 PP0848                          STATION RECOVERY (2007)
 PP0848
 PP0848'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP0848'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1198 ***********************************************************************
 PP1198  DESIGNATION -  2782 AE
 PP1198  PID         -  PP1198
 PP1198  STATE/COUNTY-  MN/HENNEPIN
 PP1198  COUNTRY     -  US
 PP1198  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1198
 PP1198                         *CURRENT SURVEY CONTROL
 PP1198  ______________________________________________________________________
 PP1198* NAD 83(1986) POSITION- 44 57 33.     (N) 093 16 08.     (W)   SCALED    
 PP1198* NAVD 88 ORTHO HEIGHT -   267.184  (meters)     876.59  (feet) ADJUSTED  
 PP1198  ______________________________________________________________________
 PP1198  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1198  DYNAMIC HEIGHT  -        267.177 (meters)      876.56  (feet) COMP
 PP1198  MODELED GRAVITY -    980,583.2   (mgal)                       NAVD 88
 PP1198
 PP1198  VERT ORDER      -  SECOND    CLASS 0
 PP1198
 PP1198.The horizontal coordinates were scaled from a topographic map and have
 PP1198.an estimated accuracy of +/- 6 seconds.
 PP1198.
 PP1198.The orthometric height was determined by differential leveling and
 PP1198.adjusted in June 1991.
 PP1198
 PP1198.The dynamic height is computed by dividing the NAVD 88
 PP1198.geopotential number by the normal gravity value computed on the
 PP1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1198.degrees latitude (g = 980.6199 gals.).
 PP1198
 PP1198.The modeled gravity was interpolated from observed gravity values.
 PP1198
 PP1198;                    North         East    Units  Estimated Accuracy
 PP1198;SPC MN S     -   317,950.      857,680.      MT  (+/- 180 meters Scaled)
 PP1198
 PP1198                          SUPERSEDED SURVEY CONTROL
 PP1198
 PP1198  NGVD 29 (??/??/92)  267.126  (m)          876.40   (f) ADJ UNCH    2 0
 PP1198
 PP1198.Superseded values are not recommended for survey control.
 PP1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1198.See file dsdata.txt to determine how the superseded data were derived.
 PP1198
 PP1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787784(NAD 83)
 PP1198
 PP1198_MARKER: DD = SURVEY DISK
 PP1198_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1198_SP_SET: BRIDGE
 PP1198_STAMPING: 2782 AE 1970
 PP1198_MARK LOGO: MNHD  
 PP1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1198
 PP1198  HISTORY     - Date     Condition        Report By
 PP1198  HISTORY     - 1970     MONUMENTED       MNDT
 PP1198  HISTORY     - 20070822 MARK NOT FOUND   MNDT
 PP1198
 PP1198                          STATION DESCRIPTION
 PP1198
 PP1198'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1198'IN MINNEAPOLIS.
 PP1198'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.5 MILES SOUTH OF THE WEST
 PP1198'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE NORTHEAST CORNER
 PP1198'OF BRIDGE NO. 27871, FAI 35W SOUTHBOUND OVER FAI 35W NORTHBOUND EXIT
 PP1198'INTO MINNEAPOLIS.  NE 1/4 SECTION 34, T 29N, R 24W.
 PP1198
 PP1198                          STATION RECOVERY (2007)
 PP1198
 PP1198'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1198'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1199 ***********************************************************************
 PP1199  DESIGNATION -  2782 AF
 PP1199  PID         -  PP1199
 PP1199  STATE/COUNTY-  MN/HENNEPIN
 PP1199  COUNTRY     -  US
 PP1199  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1199
 PP1199                         *CURRENT SURVEY CONTROL
 PP1199  ______________________________________________________________________
 PP1199* NAD 83(1986) POSITION- 44 57 45.29   (N) 093 16 08.62   (W)   HD_HELD1  
 PP1199* NAVD 88 ORTHO HEIGHT -   263.496  (meters)     864.49  (feet) ADJUSTED  
 PP1199  ______________________________________________________________________
 PP1199  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1199  DYNAMIC HEIGHT  -        263.490 (meters)      864.47  (feet) COMP
 PP1199  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1199
 PP1199  VERT ORDER      -  SECOND    CLASS 0
 PP1199
 PP1199.The horizontal coordinates were established by differentially corrected
 PP1199.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1199.
 PP1199.The orthometric height was determined by differential leveling and
 PP1199.adjusted in June 1991.
 PP1199
 PP1199.Photographs are available for this station.
 PP1199
 PP1199.The dynamic height is computed by dividing the NAVD 88
 PP1199.geopotential number by the normal gravity value computed on the
 PP1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1199.degrees latitude (g = 980.6199 gals.).
 PP1199
 PP1199.The modeled gravity was interpolated from observed gravity values.
 PP1199
 PP1199;                    North         East    Units  Estimated Accuracy
 PP1199;SPC MN S     -   318,326.3     857,666.3     MT  (+/- 3 meters HH1 GPS) 
 PP1199
 PP1199                          SUPERSEDED SURVEY CONTROL
 PP1199
 PP1199  NGVD 29 (??/??/92)  263.438  (m)          864.30   (f) ADJ UNCH    2 0
 PP1199
 PP1199.Superseded values are not recommended for survey control.
 PP1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1199.See file dsdata.txt to determine how the superseded data were derived.
 PP1199
 PP1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7878078828(NAD 83)
 PP1199
 PP1199_MARKER: DD = SURVEY DISK
 PP1199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1199_SP_SET: BRIDGE ABUTMENT
 PP1199_STAMPING: 2782 AF 1970
 PP1199_MARK LOGO: MNHD  
 PP1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1199+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 PP1199
 PP1199  HISTORY     - Date     Condition        Report By
 PP1199  HISTORY     - 1970     MONUMENTED       MNHD
 PP1199  HISTORY     - 1987     GOOD             USPSQD
 PP1199  HISTORY     - 1991     GOOD             USPSQD
 PP1199  HISTORY     - 19950727 GOOD             USPSQD
 PP1199  HISTORY     - 20070822 GOOD             MNDT
 PP1199
 PP1199                          STATION DESCRIPTION
 PP1199
 PP1199'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1199'IN MINNEAPOLIS.
 PP1199'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.25 MILES SOUTH OF THE WEST
 PP1199'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1199'OF BRIDGE NO. 27872, FRANKLIN AVENUE OVER FAI 35W.  NE 1/4 SECTION 34,
 PP1199'T 29N, R 24W.
 PP1199
 PP1199                          STATION RECOVERY (1987)
 PP1199
 PP1199'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1199'RECOVERED IN GOOD CONDITION.
 PP1199
 PP1199                          STATION RECOVERY (1991)
 PP1199
 PP1199'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1199'RECOVERED IN GOOD CONDITION.
 PP1199
 PP1199                          STATION RECOVERY (1995)
 PP1199
 PP1199'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP1199'RECOVERED IN GOOD CONDITION.
 PP1199
 PP1199                          STATION RECOVERY (2007)
 PP1199
 PP1199'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1199'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTH OF BLOOMINGTON, 7.8
 PP1199'MI (12.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9 KM)
 PP1199'SOUTH-SOUTHWEST OF MINNEAPOLIS.
 PP1199' 
 PP1199'TO REACH TO THE MARK AT MINNEAPOLIS, 0.25 MI (0.4 KM) SOUTH OF WEST
 PP1199'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1199'SOUTHEAST CORNER OF FRANKLIN AVENUE BRIDGE 27872 OVER INTERSTATE
 PP1199'HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6941 ***********************************************************************
 DK6941  DESIGNATION -  2782 AG
 DK6941  PID         -  DK6941
 DK6941  STATE/COUNTY-  MN/HENNEPIN
 DK6941  COUNTRY     -  US
 DK6941  USGS QUAD   -  BLOOMINGTON (1997)
 DK6941
 DK6941                         *CURRENT SURVEY CONTROL
 DK6941  ______________________________________________________________________
 DK6941* NAD 83(1986) POSITION- 44 49 34.14   (N) 093 17 27.63   (W)   HD_HELD1  
 DK6941* NAVD 88 ORTHO HEIGHT -   255.519  (meters)     838.32  (feet) ADJUSTED  
 DK6941  ______________________________________________________________________
 DK6941  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DK6941  DYNAMIC HEIGHT  -        255.512 (meters)      838.29  (feet) COMP
 DK6941  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 DK6941
 DK6941  VERT ORDER      -  SECOND    CLASS I
 DK6941
 DK6941.The horizontal coordinates were established by differentially corrected
 DK6941.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6941.
 DK6941.The orthometric height was determined by differential leveling and
 DK6941.adjusted in May 2010.
 DK6941
 DK6941.No vertical observational check was made to the station.
 DK6941
 DK6941.Photographs are available for this station.
 DK6941
 DK6941.The dynamic height is computed by dividing the NAVD 88
 DK6941.geopotential number by the normal gravity value computed on the
 DK6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6941.degrees latitude (g = 980.6199 gals.).
 DK6941
 DK6941.The modeled gravity was interpolated from observed gravity values.
 DK6941
 DK6941;                    North         East    Units  Estimated Accuracy
 DK6941;SPC MN S     -   303,151.0     856,066.4     MT  (+/- 3 meters HH1 GPS) 
 DK6941
 DK6941                          SUPERSEDED SURVEY CONTROL
 DK6941
 DK6941.No superseded survey control is available for this station.
 DK6941
 DK6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7699463679(NAD 83)
 DK6941
 DK6941_MARKER: DV = VERTICAL CONTROL DISK
 DK6941_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6941_SP_SET: BRIDGE RAILING
 DK6941_STAMPING: 2782 AG 1987
 DK6941_MARK LOGO: MNDT  
 DK6941_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6941+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DK6941
 DK6941  HISTORY     - Date     Condition        Report By
 DK6941  HISTORY     - 1987     MONUMENTED       MNDT
 DK6941
 DK6941                          STATION DESCRIPTION
 DK6941
 DK6941'DESCRIBED BY MN DEPT OF TRANSP 1987
 DK6941'THE MARK IS LOCATED ABOUT 10.1 MI (16.3 KM) NORTHEAST OF PRIOR LAKE,
 DK6941'9.1 MI (14.6 KM) EAST-SOUTHEAST OF EDEN PRAIRIE AND 1.1 MI (1.7 KM)
 DK6941'SOUTH-SOUTHEAST TO BLOOMINGTON, 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION
 DK6941'OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN SOUTHEAST
 DK6941'CORNER OF SOUTHEAST RAIL OF 98TH STREET BRIDGE 27735 OVER INTERSTATE
 DK6941'HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6937 ***********************************************************************
 DK6937  DESIGNATION -  2782 AH
 DK6937  PID         -  DK6937
 DK6937  STATE/COUNTY-  MN/HENNEPIN
 DK6937  COUNTRY     -  US
 DK6937  USGS QUAD   -  BLOOMINGTON (1997)
 DK6937
 DK6937                         *CURRENT SURVEY CONTROL
 DK6937  ______________________________________________________________________
 DK6937* NAD 83(1986) POSITION- 44 51 32.40   (N) 093 17 50.92   (W)   HD_HELD1  
 DK6937* NAVD 88 ORTHO HEIGHT -   261.430  (meters)     857.71  (feet) ADJUSTED  
 DK6937  ______________________________________________________________________
 DK6937  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DK6937  DYNAMIC HEIGHT  -        261.423 (meters)      857.69  (feet) COMP
 DK6937  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DK6937
 DK6937  VERT ORDER      -  SECOND    CLASS I
 DK6937
 DK6937.The horizontal coordinates were established by differentially corrected
 DK6937.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6937.
 DK6937.The orthometric height was determined by differential leveling and
 DK6937.adjusted in May 2010.
 DK6937
 DK6937.Photographs are available for this station.
 DK6937
 DK6937.The dynamic height is computed by dividing the NAVD 88
 DK6937.geopotential number by the normal gravity value computed on the
 DK6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6937.degrees latitude (g = 980.6199 gals.).
 DK6937
 DK6937.The modeled gravity was interpolated from observed gravity values.
 DK6937
 DK6937;                    North         East    Units  Estimated Accuracy
 DK6937;SPC MN S     -   306,796.8     855,523.4     MT  (+/- 3 meters HH1 GPS) 
 DK6937
 DK6937                          SUPERSEDED SURVEY CONTROL
 DK6937
 DK6937.No superseded survey control is available for this station.
 DK6937
 DK6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7649667330(NAD 83)
 DK6937
 DK6937_MARKER: DD = SURVEY DISK
 DK6937_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6937_SP_SET: BRIDGE RAILING
 DK6937_STAMPING: 2782 AH 2005
 DK6937_MARK LOGO: MNDT  
 DK6937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6937+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6937
 DK6937  HISTORY     - Date     Condition        Report By
 DK6937  HISTORY     - 2005     MONUMENTED       MNDT
 DK6937
 DK6937                          STATION DESCRIPTION
 DK6937
 DK6937'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6937'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 8.5
 DK6937'MI (13.7 KM) SOUTH OF MINNEAPOLIS AND 1.2 MI (1.9 KM) NORTH TO
 DK6937'BLOOMINGTON.
 DK6937' 
 DK6937'MARK SET IN RAIL IN SOUTHEAST CORNER OF WEST 79TH STREET BRIDGE OVER
 DK6937'INTERSTATE 35 WEST, 0.20 MI (0.3 KM) SOUTH ALONG INTERSTATE 35 W FROM
 DK6937'THE JUNCTION OF INTERSTATE 35 W AND INTERSTATE 494 IN BLOOMINGTON,
 DK6937'345.3 FT (105.2 M) WEST OF END OF BRIDGE, 44.10 FT (13.4 M) SOUTH OF
 DK6937'THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6936 ***********************************************************************
 DK6936  DESIGNATION -  2782 AJ
 DK6936  PID         -  DK6936
 DK6936  STATE/COUNTY-  MN/HENNEPIN
 DK6936  COUNTRY     -  US
 DK6936  USGS QUAD   -  BLOOMINGTON (1997)
 DK6936
 DK6936                         *CURRENT SURVEY CONTROL
 DK6936  ______________________________________________________________________
 DK6936* NAD 83(1986) POSITION- 44 51 31.15   (N) 093 17 55.97   (W)   HD_HELD1  
 DK6936* NAVD 88 ORTHO HEIGHT -   260.421  (meters)     854.40  (feet) ADJUSTED  
 DK6936  ______________________________________________________________________
 DK6936  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DK6936  DYNAMIC HEIGHT  -        260.414 (meters)      854.37  (feet) COMP
 DK6936  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 DK6936
 DK6936  VERT ORDER      -  SECOND    CLASS I
 DK6936
 DK6936.The horizontal coordinates were established by differentially corrected
 DK6936.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6936.
 DK6936.The orthometric height was determined by differential leveling and
 DK6936.adjusted in May 2010.
 DK6936
 DK6936.Photographs are available for this station.
 DK6936
 DK6936.The dynamic height is computed by dividing the NAVD 88
 DK6936.geopotential number by the normal gravity value computed on the
 DK6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6936.degrees latitude (g = 980.6199 gals.).
 DK6936
 DK6936.The modeled gravity was interpolated from observed gravity values.
 DK6936
 DK6936;                    North         East    Units  Estimated Accuracy
 DK6936;SPC MN S     -   306,757.2     855,412.9     MT  (+/- 3 meters HH1 GPS) 
 DK6936
 DK6936                          SUPERSEDED SURVEY CONTROL
 DK6936
 DK6936.No superseded survey control is available for this station.
 DK6936
 DK6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7638567292(NAD 83)
 DK6936
 DK6936_MARKER: DD = SURVEY DISK
 DK6936_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6936_SP_SET: BRIDGE RAILING
 DK6936_STAMPING: 2782 AJ 2005
 DK6936_MARK LOGO: MNDT  
 DK6936_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6936+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6936
 DK6936  HISTORY     - Date     Condition        Report By
 DK6936  HISTORY     - 2005     MONUMENTED       MNDT
 DK6936
 DK6936                          STATION DESCRIPTION
 DK6936
 DK6936'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6936'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF
 DK6936'MINNEAPOLIS, 8.4 MI (13.6 KM) EAST OF EDEN PRAIRIE, 1.2 MI NORTH TO
 DK6936'BLOOMINGTON.
 DK6936' 
 DK6936'MARK IS SET IN SOUTHWEST CORNER OF WEST 79TH STREET BRIDGE OVER
 DK6936'INTERSTATE 35 WEST, 0.20 MI (0.3 KM) SOUTH ALONG INTERSTATE 35 W FROM
 DK6936'THE JUNCTION OF INTERSTATE 35 W AND INTERSTATE 494 IN BLOOMINGTON,
 DK6936'327.5 FT (99.8 M) EAST OF END OF BRIDGE, 45.7 FT (13.9 M) SOUTH OF THE
 DK6936'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6939 ***********************************************************************
 DK6939  DESIGNATION -  2782 AK
 DK6939  PID         -  DK6939
 DK6939  STATE/COUNTY-  MN/HENNEPIN
 DK6939  COUNTRY     -  US
 DK6939  USGS QUAD   -  BLOOMINGTON (1997)
 DK6939
 DK6939                         *CURRENT SURVEY CONTROL
 DK6939  ______________________________________________________________________
 DK6939* NAD 83(1986) POSITION- 44 50 52.45   (N) 093 17 52.20   (W)   HD_HELD1  
 DK6939* NAVD 88 ORTHO HEIGHT -   256.883  (meters)     842.79  (feet) ADJUSTED  
 DK6939  ______________________________________________________________________
 DK6939  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DK6939  DYNAMIC HEIGHT  -        256.876 (meters)      842.77  (feet) COMP
 DK6939  MODELED GRAVITY -    980,581.8   (mgal)                       NAVD 88
 DK6939
 DK6939  VERT ORDER      -  SECOND    CLASS I
 DK6939
 DK6939.The horizontal coordinates were established by differentially corrected
 DK6939.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6939.
 DK6939.The orthometric height was determined by differential leveling and
 DK6939.adjusted in May 2010.
 DK6939
 DK6939.Photographs are available for this station.
 DK6939
 DK6939.The dynamic height is computed by dividing the NAVD 88
 DK6939.geopotential number by the normal gravity value computed on the
 DK6939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6939.degrees latitude (g = 980.6199 gals.).
 DK6939
 DK6939.The modeled gravity was interpolated from observed gravity values.
 DK6939
 DK6939;                    North         East    Units  Estimated Accuracy
 DK6939;SPC MN S     -   305,563.4     855,505.9     MT  (+/- 3 meters HH1 GPS) 
 DK6939
 DK6939                          SUPERSEDED SURVEY CONTROL
 DK6939
 DK6939.No superseded survey control is available for this station.
 DK6939
 DK6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7646466097(NAD 83)
 DK6939
 DK6939_MARKER: DD = SURVEY DISK
 DK6939_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6939_SP_SET: BRIDGE WALKWAY
 DK6939_STAMPING: 2782 AK 2005
 DK6939_MARK LOGO: MNDT  
 DK6939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6939+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6939
 DK6939  HISTORY     - Date     Condition        Report By
 DK6939  HISTORY     - 2005     MONUMENTED       MNDT
 DK6939
 DK6939                          STATION DESCRIPTION
 DK6939
 DK6939'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6939'THE MARK IS LOCATED ABOUT 9.3 MI (14.9 KM) SOUTH OF MINNEAPOLIS, 8.5
 DK6939'MI (13.7 KM) EAST OF EDEN PRAIRIE AND 0.5 MI (0.8 KM) NORTH TO
 DK6939'BLOOMINGTON.
 DK6939' 
 DK6939'MARK SET IN SIDEWALK IN SOUTHEAST CORNER OF 86TH STREET BRIDGE NO.
 DK6939'9034 OVER INTERSTATE 35 WEST, 1.0 MI (1.6 KM) SOUTH ALONG INTERSTATE
 DK6939'35 W FROM THE JUNCTION OF INTERSTATE 35 W AND INTERSTATE 494 IN
 DK6939'BLOOMINGTON, 5.7 FT (1.7 M) WEST OF EAST OF BRIDGE WALK, 29.5 FT (9.0
 DK6939'M) SOUTH OF 86TH STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6940 ***********************************************************************
 DK6940  DESIGNATION -  2782 AL
 DK6940  PID         -  DK6940
 DK6940  STATE/COUNTY-  MN/HENNEPIN
 DK6940  COUNTRY     -  US
 DK6940  USGS QUAD   -  BLOOMINGTON (1997)
 DK6940
 DK6940                         *CURRENT SURVEY CONTROL
 DK6940  ______________________________________________________________________
 DK6940* NAD 83(1986) POSITION- 44 50 26.40   (N) 093 17 52.49   (W)   HD_HELD1  
 DK6940* NAVD 88 ORTHO HEIGHT -   257.359  (meters)     844.35  (feet) ADJUSTED  
 DK6940  ______________________________________________________________________
 DK6940  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DK6940  DYNAMIC HEIGHT  -        257.352 (meters)      844.33  (feet) COMP
 DK6940  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 DK6940
 DK6940  VERT ORDER      -  SECOND    CLASS I
 DK6940
 DK6940.The horizontal coordinates were established by differentially corrected
 DK6940.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6940.
 DK6940.The orthometric height was determined by differential leveling and
 DK6940.adjusted in May 2010.
 DK6940
 DK6940.Photographs are available for this station.
 DK6940
 DK6940.The dynamic height is computed by dividing the NAVD 88
 DK6940.geopotential number by the normal gravity value computed on the
 DK6940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6940.degrees latitude (g = 980.6199 gals.).
 DK6940
 DK6940.The modeled gravity was interpolated from observed gravity values.
 DK6940
 DK6940;                    North         East    Units  Estimated Accuracy
 DK6940;SPC MN S     -   304,759.3     855,506.4     MT  (+/- 3 meters HH1 GPS) 
 DK6940
 DK6940                          SUPERSEDED SURVEY CONTROL
 DK6940
 DK6940.No superseded survey control is available for this station.
 DK6940
 DK6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7645465293(NAD 83)
 DK6940
 DK6940_MARKER: DV = VERTICAL CONTROL DISK
 DK6940_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6940_SP_SET: BRIDGE WALKWAY
 DK6940_STAMPING: 2782 AL 2005
 DK6940_MARK LOGO: MNDT  
 DK6940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6940+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6940
 DK6940  HISTORY     - Date     Condition        Report By
 DK6940  HISTORY     - 2005     MONUMENTED       MNDT
 DK6940
 DK6940                          STATION DESCRIPTION
 DK6940
 DK6940'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6940'THE MARK IS LOCATED ABOUT 9.8 MI (15.7 KM) SOUTH OF MINNEAPOLIS, 8.6
 DK6940'MI (13.8 KM) EAST OF EDEN PRAIRIE AND 0.0 MI (0.1 KM) SOUTHEAST TO
 DK6940'BLOOMINGTON.
 DK6940' 
 DK6940'MARK SET IN SIDEWALK IN SOUTHEAST CORNER OF 90TH STREET BRIDGE NO.
 DK6940'9041 OVER INTERSTATE 35 WEST, 1.50 MI (2.4 KM) SOUTH ALONG INTERSTATE
 DK6940'35 W FROM THE JUNCTION OF INTERSTATE 35 W AND INTERSTATE 494 IN
 DK6940'BLOOMINGTON, 6.8 FT (2.1 M) NORTHWEST OF LIGHT POST, 1.8 FT (0.5 M)
 DK6940'NORTH OF END OF BRIDGE, 29.5 FT (9.0 M) SOUTH OF THE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0836 ***********************************************************************
 PP0836  DESIGNATION -  2782 E
 PP0836  PID         -  PP0836
 PP0836  STATE/COUNTY-  MN/HENNEPIN
 PP0836  COUNTRY     -  US
 PP0836  USGS QUAD   -  BLOOMINGTON (1997)
 PP0836
 PP0836                         *CURRENT SURVEY CONTROL
 PP0836  ______________________________________________________________________
 PP0836* NAD 83(1986) POSITION- 44 49 45.38   (N) 093 17 31.26   (W)   HD_HELD1  
 PP0836* NAVD 88 ORTHO HEIGHT -   252.984  (meters)     830.00  (feet) ADJUSTED  
 PP0836  ______________________________________________________________________
 PP0836  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP0836  DYNAMIC HEIGHT  -        252.977 (meters)      829.98  (feet) COMP
 PP0836  MODELED GRAVITY -    980,582.4   (mgal)                       NAVD 88
 PP0836
 PP0836  VERT ORDER      -  SECOND    CLASS I
 PP0836
 PP0836.The horizontal coordinates were established by differentially corrected
 PP0836.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0836.
 PP0836.The orthometric height was determined by differential leveling and
 PP0836.adjusted in June 1991.
 PP0836
 PP0836.Photographs are available for this station.
 PP0836
 PP0836.The dynamic height is computed by dividing the NAVD 88
 PP0836.geopotential number by the normal gravity value computed on the
 PP0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0836.degrees latitude (g = 980.6199 gals.).
 PP0836
 PP0836.The modeled gravity was interpolated from observed gravity values.
 PP0836
 PP0836;                    North         East    Units  Estimated Accuracy
 PP0836;SPC MN S     -   303,497.2     855,983.6     MT  (+/- 3 meters HH1 GPS) 
 PP0836
 PP0836                          SUPERSEDED SURVEY CONTROL
 PP0836
 PP0836  NGVD 29 (??/??/92)  252.926  (m)          829.81   (f) ADJ UNCH    2 0
 PP0836
 PP0836.Superseded values are not recommended for survey control.
 PP0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0836.See file dsdata.txt to determine how the superseded data were derived.
 PP0836
 PP0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7691664026(NAD 83)
 PP0836
 PP0836_MARKER: DD = SURVEY DISK
 PP0836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0836_SP_SET: BRIDGE RAILING
 PP0836_STAMPING: 2782 E 1970
 PP0836_MARK LOGO: MNHD  
 PP0836_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0836+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP0836
 PP0836  HISTORY     - Date     Condition        Report By
 PP0836  HISTORY     - 1970     MONUMENTED       MNHD
 PP0836  HISTORY     - 1971     GOOD             MNDT
 PP0836  HISTORY     - 1985     GOOD             USPSQD
 PP0836  HISTORY     - 1985     GOOD             USPSQD
 PP0836  HISTORY     - 20010331 GOOD             NGS
 PP0836  HISTORY     - 20010923 POOR             USPSQD
 PP0836  HISTORY     - 20031130 GOOD             USPSQD
 PP0836  HISTORY     - 20050614 GOOD             MNDT
 PP0836  HISTORY     - 20070815 GOOD             MNDT
 PP0836
 PP0836                          STATION DESCRIPTION
 PP0836
 PP0836'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0836'IN BLOOMINGTON.
 PP0836'ELKO TO BLOOMINGTON, 1.8 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN THE
 PP0836'TOP OF THE SOUTH END OF THE EAST WALL OF BRIDGE NO. 6652 THE
 PP0836'MINNEAPOLIS-NORTH FIELD AND SOUTHERN RAILROAD OVER FAI 35W ABOUT 3
 PP0836'FEET HIGHER THAN THE RAIL.
 PP0836
 PP0836                          STATION RECOVERY (1985)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0836'RECOVERED IN GOOD CONDITION.
 PP0836
 PP0836                          STATION RECOVERY (1985)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0836'RECOVERED IN GOOD CONDITION.
 PP0836
 PP0836                          STATION RECOVERY (2001)
 PP0836
 PP0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0836
 PP0836                          STATION RECOVERY (2001)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0836'MARK RECOVERED IN POOR CONDITION.
 PP0836
 PP0836                          STATION RECOVERY (2003)
 PP0836
 PP0836'RECOVERY NOTE BY US POWER SQUADRON 2003 (ART)
 PP0836'MARK IN GOOD CONDITION,LOCATED IN EAST END OF SOUTH WALL OF RAIL ROAD
 PP0836'BRIDGE IN CONCRETE APPROXIMATELY 3 FEET ABOVE TRACKS
 PP0836
 PP0836                          STATION RECOVERY (2005)
 PP0836
 PP0836'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0836'RECOVERED AS DESCRIBED.
 PP0836
 PP0836                          STATION RECOVERY (2007)
 PP0836
 PP0836'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0836'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTHEAST OF PRIOR LAKE,
 PP0836'9.0 MI (14.5 KM) EAST-SOUTHEAST OF EDEN PRAIRIE AND 0.9 MI (1.4 KM)
 PP0836'SOUTH-SOUTHEAST OF BLOOMINGTON.
 PP0836' 
 PP0836'TO REACH TO THE MARK AT BLOOMINGTON, GO 1.8 MI (2.9 KM) SOUTH OF THE
 PP0836'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP0836'BRIDGE RAILING OF THE SOUTHEAST CORNER OF RAILROAD BRIDGE 6652 OVER
 PP0836'INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0835 ***********************************************************************
 PP0835  DESIGNATION -  2782 F
 PP0835  PID         -  PP0835
 PP0835  STATE/COUNTY-  MN/HENNEPIN
 PP0835  COUNTRY     -  US
 PP0835  USGS QUAD   -  BLOOMINGTON (1997)
 PP0835
 PP0835                         *CURRENT SURVEY CONTROL
 PP0835  ______________________________________________________________________
 PP0835* NAD 83(1986) POSITION- 44 50 00.38   (N) 093 17 40.33   (W)   HD_HELD1  
 PP0835* NAVD 88 ORTHO HEIGHT -   255.294  (meters)     837.58  (feet) ADJUSTED  
 PP0835  ______________________________________________________________________
 PP0835  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP0835  DYNAMIC HEIGHT  -        255.287 (meters)      837.55  (feet) COMP
 PP0835  MODELED GRAVITY -    980,582.3   (mgal)                       NAVD 88
 PP0835
 PP0835  VERT ORDER      -  SECOND    CLASS I
 PP0835
 PP0835.The horizontal coordinates were established by differentially corrected
 PP0835.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0835.
 PP0835.The orthometric height was determined by differential leveling and
 PP0835.adjusted in June 1991.
 PP0835
 PP0835.Photographs are available for this station.
 PP0835
 PP0835.The dynamic height is computed by dividing the NAVD 88
 PP0835.geopotential number by the normal gravity value computed on the
 PP0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0835.degrees latitude (g = 980.6199 gals.).
 PP0835
 PP0835.The modeled gravity was interpolated from observed gravity values.
 PP0835
 PP0835;                    North         East    Units  Estimated Accuracy
 PP0835;SPC MN S     -   303,958.5     855,780.4     MT  (+/- 3 meters HH1 GPS) 
 PP0835
 PP0835                          SUPERSEDED SURVEY CONTROL
 PP0835
 PP0835  NGVD 29 (??/??/92)  255.237  (m)          837.39   (f) ADJ UNCH    2 0
 PP0835
 PP0835.Superseded values are not recommended for survey control.
 PP0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0835.See file dsdata.txt to determine how the superseded data were derived.
 PP0835
 PP0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7671864490(NAD 83)
 PP0835
 PP0835_MARKER: DB = BENCH MARK DISK
 PP0835_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0835_SP_SET: BRIDGE CURB
 PP0835_STAMPING: 2782 F 1970
 PP0835_MARK LOGO: MNHD  
 PP0835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0835+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP0835
 PP0835  HISTORY     - Date     Condition        Report By
 PP0835  HISTORY     - 1970     MONUMENTED       MNHD
 PP0835  HISTORY     - 1971     GOOD             MNDT
 PP0835  HISTORY     - 1985     GOOD             USPSQD
 PP0835  HISTORY     - 1985     GOOD             USPSQD
 PP0835  HISTORY     - 1987     GOOD             USPSQD
 PP0835  HISTORY     - 20010331 GOOD             NGS
 PP0835  HISTORY     - 20010923 GOOD             USPSQD
 PP0835  HISTORY     - 20050614 GOOD             MNDT
 PP0835  HISTORY     - 20070815 GOOD             MNDT
 PP0835
 PP0835                          STATION DESCRIPTION
 PP0835
 PP0835'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0835'IN BLOOMINGTON.
 PP0835'ELKO TO BLOOMINGTON, 2.0 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN THE
 PP0835'SOUTHEAST CORNER (CURB) OF BRIDGE NO. 9053, 94TH STREET OVER FAI 35W,
 PP0835'ABOUT 0.5 FEET HIGHER THAN THE ROADWAY.  NW 1/4, SEC 16, T27N, R 24W.
 PP0835
 PP0835                          STATION RECOVERY (1985)
 PP0835
 PP0835'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0835'RECOVERED IN GOOD CONDITION.
 PP0835
 PP0835                          STATION RECOVERY (1985)
 PP0835
 PP0835'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0835'RECOVERED IN GOOD CONDITION.
 PP0835
 PP0835                          STATION RECOVERY (1987)
 PP0835
 PP0835'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0835'RECOVERED IN GOOD CONDITION.
 PP0835
 PP0835                          STATION RECOVERY (2001)
 PP0835
 PP0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP0835'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP0835
 PP0835                          STATION RECOVERY (2001)
 PP0835
 PP0835'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEH)
 PP0835'RECOVERED IN GOOD CONDITION.
 PP0835
 PP0835                          STATION RECOVERY (2005)
 PP0835
 PP0835'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0835'RECOVERED AS DESCRIBED.
 PP0835
 PP0835                          STATION RECOVERY (2007)
 PP0835
 PP0835'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP0835'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF MINNEAPOLIS, 8.8
 PP0835'MI (14.2 KM) EAST OF EDEN PRAIRIE AND 0.5 MI (0.8 KM) SOUTH-SOUTHEAST
 PP0835'OF BLOOMINGTON.
 PP0835' 
 PP0835'TO REACH TO THE MARK AT BLOOMINGTON, 2.0 MI (3.2 KM) SOUTH OF THE
 PP0835'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP0835'SOUTHEAST CORNER (CURB) OF 94TH ST BRIDGE 9053 OVER INTERSTATE HIGHWAY
 PP0835'35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6938 ***********************************************************************
 DK6938  DESIGNATION -  2782 I RESET
 DK6938  PID         -  DK6938
 DK6938  STATE/COUNTY-  MN/HENNEPIN
 DK6938  COUNTRY     -  US
 DK6938  USGS QUAD   -  BLOOMINGTON (1997)
 DK6938
 DK6938                         *CURRENT SURVEY CONTROL
 DK6938  ______________________________________________________________________
 DK6938* NAD 83(1986) POSITION- 44 51 18.41   (N) 093 17 51.97   (W)   HD_HELD1  
 DK6938* NAVD 88 ORTHO HEIGHT -   258.801  (meters)     849.08  (feet) ADJUSTED  
 DK6938  ______________________________________________________________________
 DK6938  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DK6938  DYNAMIC HEIGHT  -        258.793 (meters)      849.06  (feet) COMP
 DK6938  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DK6938
 DK6938  VERT ORDER      -  SECOND    CLASS I
 DK6938
 DK6938.The horizontal coordinates were established by differentially corrected
 DK6938.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6938.
 DK6938.The orthometric height was determined by differential leveling and
 DK6938.adjusted in May 2010.
 DK6938
 DK6938.The dynamic height is computed by dividing the NAVD 88
 DK6938.geopotential number by the normal gravity value computed on the
 DK6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6938.degrees latitude (g = 980.6199 gals.).
 DK6938
 DK6938.The modeled gravity was interpolated from observed gravity values.
 DK6938
 DK6938;                    North         East    Units  Estimated Accuracy
 DK6938;SPC MN S     -   306,364.7     855,504.1     MT  (+/- 3 meters HH1 GPS) 
 DK6938
 DK6938                          SUPERSEDED SURVEY CONTROL
 DK6938
 DK6938.No superseded survey control is available for this station.
 DK6938
 DK6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7647266898(NAD 83)
 DK6938
 DK6938_MARKER: DD = SURVEY DISK
 DK6938_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6938_SP_SET: BRIDGE ABUTMENT
 DK6938_STAMPING: 2782 I 1970 2005
 DK6938_MARK LOGO: MNDT  
 DK6938_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6938+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6938
 DK6938  HISTORY     - Date     Condition        Report By
 DK6938  HISTORY     - 2005     MONUMENTED       MNDT
 DK6938
 DK6938                          STATION DESCRIPTION
 DK6938
 DK6938'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6938'THE MARK IS LOCATED ABOUT 8.8 MI (14.1 KM) SOUTH OF MINNEAPOLIS, 8.5
 DK6938'MI (13.7 KM) EAST OF EDEN PRAIRIE AND 1.0 MI (1.6 KM) NORTH TO
 DK6938'BLOOMINGTON, 0.45 MI (0.7 KM) SOUTH OF THE JUNCTION OF INTERSTATE
 DK6938'HIGHWAY 35W AND INTERSTATE HIGHWAY 494, MARK SET IN SOUTHEAST CORNER
 DK6938'OF 82ND ST BRIDGE 9213 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0829 ***********************************************************************
 PP0829  DESIGNATION -  2782 J
 PP0829  PID         -  PP0829
 PP0829  STATE/COUNTY-  MN/HENNEPIN
 PP0829  COUNTRY     -  US
 PP0829  USGS QUAD   -  BLOOMINGTON (1997)
 PP0829
 PP0829                         *CURRENT SURVEY CONTROL
 PP0829  ______________________________________________________________________
 PP0829* NAD 83(1996) POSITION- 44 51 55.50903(N) 093 17 54.53204(W)   ADJUSTED  
 PP0829* NAVD 88 ORTHO HEIGHT -   261.554  (meters)     858.12  (feet) ADJUSTED  
 PP0829  ______________________________________________________________________
 PP0829  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 PP0829  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PP0829  DYNAMIC HEIGHT  -        261.546 (meters)      858.09  (feet) COMP
 PP0829  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 PP0829
 PP0829  HORZ ORDER      -  SECOND
 PP0829  VERT ORDER      -  SECOND    CLASS I
 PP0829
 PP0829.The horizontal coordinates were established by classical geodetic methods
 PP0829.and adjusted by the National Geodetic Survey in March 1999.
 PP0829.
 PP0829.The orthometric height was determined by differential leveling and
 PP0829.adjusted in May 2010.
 PP0829
 PP0829.Photographs are available for this station.
 PP0829
 PP0829.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0829
 PP0829.The dynamic height is computed by dividing the NAVD 88
 PP0829.geopotential number by the normal gravity value computed on the
 PP0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0829.degrees latitude (g = 980.6199 gals.).
 PP0829
 PP0829.The modeled gravity was interpolated from observed gravity values.
 PP0829
 PP0829. The following values were computed from the NAD 83(1996) position.
 PP0829
 PP0829;                    North         East     Units Scale Factor Converg.
 PP0829;SPC MN S     -   307,509.372   855,437.990   MT  0.99994218   +0 29 30.2
 PP0829;SPC MN S     - 1,008,887.00  2,806,549.47   sFT  0.99994218   +0 29 30.2
 PP0829;UTM  15      - 4,968,043.681   476,420.115   MT  0.99960684   -0 12 38.0
 PP0829
 PP0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0829!SPC MN S     -   0.99996324  x   0.99994218  =   0.99990542
 PP0829!UTM  15      -   0.99996324  x   0.99960684  =   0.99957009
 PP0829
 PP0829                          SUPERSEDED SURVEY CONTROL
 PP0829
 PP0829  NAD 83(1986)-  44 51 55.50316(N)    093 17 54.52659(W) AD(       ) 2
 PP0829  NAD 83(1986)-  44 51 55.50071(N)    093 17 54.53313(W) AD(       ) 2
 PP0829  NAD 27      -  44 51 55.62268(N)    093 17 53.71937(W) AD(       ) 2
 PP0829  NAVD 88 (04/09/98)  261.57   (m)          858.2    (f) LEVELING    3  
 PP0829  NAVD 88 (06/15/91)  261.573  (m)          858.18   (f) SUPERSEDED  2 0
 PP0829  NGVD 29 (??/??/92)  261.515  (m)          857.99   (f) ADJ UNCH    2 0
 PP0829
 PP0829.Superseded values are not recommended for survey control.
 PP0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0829.See file dsdata.txt to determine how the superseded data were derived.
 PP0829
 PP0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7642068043(NAD 83)
 PP0829
 PP0829_MARKER: DD = SURVEY DISK
 PP0829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0829_SP_SET: BRIDGE ABUTMENT
 PP0829_STAMPING: 2782 J 1970
 PP0829_MARK LOGO: MNHD  
 PP0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0829+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP0829
 PP0829  HISTORY     - Date     Condition        Report By
 PP0829  HISTORY     - 1970     MONUMENTED       MNHD
 PP0829  HISTORY     - 1971     GOOD             MNDT
 PP0829  HISTORY     - 1973     GOOD             MNHD
 PP0829  HISTORY     - 1985     GOOD             USPSQD
 PP0829  HISTORY     - 1985     GOOD             USPSQD
 PP0829  HISTORY     - 1987     GOOD             USPSQD
 PP0829  HISTORY     - 1987     GOOD             MNDT
 PP0829  HISTORY     - 1989     GOOD             USPSQD
 PP0829  HISTORY     - 19961005 GOOD             USPSQD
 PP0829  HISTORY     - 20040624 GOOD             MNDT
 PP0829  HISTORY     - 20050613 GOOD             MNDT
 PP0829  HISTORY     - 20070815 GOOD             MNDT
 PP0829
 PP0829                          STATION DESCRIPTION
 PP0829
 PP0829'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0829'IN RICHFIELD.
 PP0829'MARK IS LOCATED 1.7 MILES SOUTH OF THE JUNCTION OF T.H. 65 AND FAI 35W
 PP0829'IN RICHFIELD, 0.25 MILES NORTH OF THE JUNCTION OF FAI 494 AND FAI 35W
 PP0829'IN BLOOMINGTON, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9796, 76TH
 PP0829'STREET OVER FAI 35W.  SE 1/4, SEC 33, T 28N, R 24W.
 PP0829
 PP0829                          STATION RECOVERY (1973)
 PP0829
 PP0829'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP0829'THE STATION IS LOCATED IN THE CITY OF RICHFIELD, IN THE SW 1/4 OF
 PP0829'SECTION 33, T28N, R24W, AT W. 75TH STREET AND I 35W, NEAR THE EAST
 PP0829'PROPERTY LINE OF COLONY APARTMENTS.
 PP0829'
 PP0829'A STANDARD MHD B.M. DISK STAMPED 2782-J 1970, IS SET IN THE SE
 PP0829'CORNER OF BRIDGE NO. 9796 (WEST 76TH STREET OVER I 35W).
 PP0829'
 PP0829'NEAREST TOWN--RICHFIELD.
 PP0829
 PP0829                          STATION RECOVERY (1985)
 PP0829
 PP0829'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0829'RECOVERED IN GOOD CONDITION.
 PP0829
 PP0829                          STATION RECOVERY (1985)
 PP0829
 PP0829'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP0829'RECOVERED IN GOOD CONDITION.
 PP0829
 PP0829                          STATION RECOVERY (1987)
 PP0829
 PP0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0829'RECOVERED IN GOOD CONDITION.
 PP0829
 PP0829                          STATION RECOVERY (1987)
 PP0829
 PP0829'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PP0829'RECOVERED IN GOOD CONDITION.
 PP0829
 PP0829                          STATION RECOVERY (1989)
 PP0829
 PP0829'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRN)
 PP0829'RECOVERED IN GOOD CONDITION.
 PP0829
 PP0829                          STATION RECOVERY (1996)
 PP0829
 PP0829'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0829'RECOVERED IN GOOD CONDITION.
 PP0829
 PP0829                          STATION RECOVERY (2004)
 PP0829
 PP0829'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GF)
 PP0829'IN RICHFIELD, IN SOUTHEAST CORNER OF BRIDGE 9796 (WEST 76TH ST OVER
 PP0829'INTERSTATE HIGHWAY 35W)
 PP0829
 PP0829                          STATION RECOVERY (2005)
 PP0829
 PP0829'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0829'RECOVERED AS DESCRIBED.
 PP0829
 PP0829                          STATION RECOVERY (2007)
 PP0829
 PP0829'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP0829'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 8.1
 PP0829'MI (13.0 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 1.7 MI (2.7 KM) NORTH
 PP0829'OF BLOOMINGTON.
 PP0829' 
 PP0829'TO REACH TO THE MARK IN RICHFIELD, IN SOUTHEAST CORNER OF BRIDGE 9796
 PP0829'(WEST 76TH ST OVER INTERSTATE HIGHWAY 35W).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1166 ***********************************************************************
 PP1166  DESIGNATION -  2782 K
 PP1166  PID         -  PP1166
 PP1166  STATE/COUNTY-  MN/HENNEPIN
 PP1166  COUNTRY     -  US
 PP1166  USGS QUAD   -  BLOOMINGTON (1997)
 PP1166
 PP1166                         *CURRENT SURVEY CONTROL
 PP1166  ______________________________________________________________________
 PP1166* NAD 83(1996) POSITION- 44 52 15.06039(N) 093 17 54.94628(W)   ADJUSTED  
 PP1166* NAVD 88 ORTHO HEIGHT -   255.283  (meters)     837.54  (feet) ADJUSTED  
 PP1166  ______________________________________________________________________
 PP1166  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC09
 PP1166  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PP1166  DYNAMIC HEIGHT  -        255.275 (meters)      837.51  (feet) COMP
 PP1166  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 PP1166
 PP1166  HORZ ORDER      -  THIRD
 PP1166  VERT ORDER      -  SECOND    CLASS 0
 PP1166
 PP1166.The horizontal coordinates were established by classical geodetic methods
 PP1166.and adjusted by the National Geodetic Survey in March 1999.
 PP1166.
 PP1166.The orthometric height was determined by differential leveling and
 PP1166.adjusted in June 1991.
 PP1166
 PP1166.Photographs are available for this station.
 PP1166
 PP1166.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1166
 PP1166.The dynamic height is computed by dividing the NAVD 88
 PP1166.geopotential number by the normal gravity value computed on the
 PP1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1166.degrees latitude (g = 980.6199 gals.).
 PP1166
 PP1166.The modeled gravity was interpolated from observed gravity values.
 PP1166
 PP1166. The following values were computed from the NAD 83(1996) position.
 PP1166
 PP1166;                    North         East     Units Scale Factor Converg.
 PP1166;SPC MN S     -   308,112.772   855,423.718   MT  0.99994279   +0 29 29.9
 PP1166;SPC MN S     - 1,010,866.65  2,806,502.65   sFT  0.99994279   +0 29 29.9
 PP1166;UTM  15      - 4,968,647.009   476,413.243   MT  0.99960684   -0 12 38.4
 PP1166
 PP1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1166!SPC MN S     -   0.99996422  x   0.99994279  =   0.99990701
 PP1166!UTM  15      -   0.99996422  x   0.99960684  =   0.99957108
 PP1166
 PP1166                          SUPERSEDED SURVEY CONTROL
 PP1166
 PP1166  NAD 83(1986)-  44 52 15.05455(N)    093 17 54.94101(W) AD(       ) 3
 PP1166  NAD 83(1986)-  44 52 15.05206(N)    093 17 54.94708(W) AD(       ) 3
 PP1166  NAD 27      -  44 52 15.17414(N)    093 17 54.13257(W) AD(       ) 3
 PP1166  NAVD 88 (04/09/98)  255.28   (m)          837.5    (f) LEVELING    3  
 PP1166  NGVD 29 (??/??/92)  255.226  (m)          837.35   (f) ADJ UNCH    2 0
 PP1166
 PP1166.Superseded values are not recommended for survey control.
 PP1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1166.See file dsdata.txt to determine how the superseded data were derived.
 PP1166
 PP1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7641368647(NAD 83)
 PP1166
 PP1166_MARKER: DD = SURVEY DISK
 PP1166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1166_SP_SET: CONCRETE FOOTING
 PP1166_STAMPING: COLONY 2782 K 1970
 PP1166_MARK LOGO: MNHD  
 PP1166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1166+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP1166
 PP1166  HISTORY     - Date     Condition        Report By
 PP1166  HISTORY     - 1970     MONUMENTED       MNHD
 PP1166  HISTORY     - 1973     GOOD             MNHD
 PP1166  HISTORY     - 1976     GOOD             MNDT
 PP1166  HISTORY     - 19950727 GOOD             USPSQD
 PP1166  HISTORY     - 20070815 GOOD             MNDT
 PP1166
 PP1166                          STATION DESCRIPTION
 PP1166
 PP1166'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1166'IN RICHFIELD.
 PP1166'MARK IS LOCATED IN RICHFIELD, ABOUT 1.3 MILES SOUTH OF THE JUNCTION OF
 PP1166'FAI 35W AND T.H. 65 IN RICHFIELD, IN THE WEST SIDE OF THE EAST FOOT OF
 PP1166'PEDESTRIAN BRIDGE NO. 9888, 73RD AVENUE WALKWAY OVER FAI 35W. SE 1/4
 PP1166'SECTION 33, T 28N, R 24W.
 PP1166
 PP1166                          STATION RECOVERY (1973)
 PP1166
 PP1166'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP1166'THE STATION IS LOCATED IN THE CITY OF RICHFIELD, IN THE SW 1/4 OF
 PP1166'SECTION 33, T28N, R24W, AT W. 75TH STREET AND I 35W, NEAR THE EAST
 PP1166'PROPERTY LINE OF COLONY APARTMENTS.
 PP1166'
 PP1166'A STANDARD MHD B.M. DISK STAMPED 2782 K IS SET
 PP1166'IN THE BOTTOM STAIR OF THE EAST END OF THE PEDESTRIAN BRIDGE (BRIDGE
 PP1166'NO. 9888) AT W. 73RD STREET AND I 35W.  THE MARK IS 30.0 FEET WEST
 PP1166'OF THE CENTERLINE OF HUMBOLDT AVE. (EAST FRONTAGE ROAD I 35W), AND
 PP1166'18.0 FEET SOUTH OF THE CENTERLINE OF W. 73RD STREET.
 PP1166'
 PP1166'NEAREST TOWN--RICHFIELD.
 PP1166
 PP1166                          STATION RECOVERY (1976)
 PP1166
 PP1166'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1166'MARK IS LOCATED ABOUT 1.3 MILES SOUTH OF THE JUNCTION OF FAI 35W AND
 PP1166'T.H. 65 IN RICHFIELD, IN THE WEST SIDE OF THE EAST STEP FOOTING
 PP1166'OPPOSITE 3RD STEP OF PEDESTRIAN BRIDGE NO. 9888, 73RD AVENUE WALKWAY
 PP1166'OVER FAI 35W.
 PP1166
 PP1166                          STATION RECOVERY (1995)
 PP1166
 PP1166'RECOVERY NOTE BY US POWER SQUADRON 1995
 PP1166'RECOVERED IN GOOD CONDITION.
 PP1166
 PP1166                          STATION RECOVERY (2007)
 PP1166
 PP1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1166'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 7.7
 PP1166'MI (12.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 2.1 MI (3.4 KM) NORTH
 PP1166'OF BLOOMINGTON.
 PP1166' 
 PP1166'TO REACH TO THE MARK IN RICHFIELD, 1.3 MI (2.1 KM) SOUTH ALONG
 PP1166'INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE HIGHWAY 35 W
 PP1166'AND TRUNK HIGHWAY 65, IN WEST SIDE OF EAST STEP FOOTING OPPOSITE THIRD
 PP1166'STEP ON PEDESTRIAN BRIDGE 9888 AT WEST 73RD AVENUE AND HUMBOLDT AVENUE
 PP1166'SOUTH, WALKWAY OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0844 ***********************************************************************
 PP0844  DESIGNATION -  2782 KOS
 PP0844  PID         -  PP0844
 PP0844  STATE/COUNTY-  MN/HENNEPIN
 PP0844  COUNTRY     -  US
 PP0844  USGS QUAD   -  BLOOMINGTON (1997)
 PP0844
 PP0844                         *CURRENT SURVEY CONTROL
 PP0844  ______________________________________________________________________
 PP0844* NAD 83(1986) POSITION- 44 48 28.     (N) 093 17 24.     (W)   SCALED    
 PP0844* NAVD 88 ORTHO HEIGHT -   236.985  (meters)     777.51  (feet) ADJUSTED  
 PP0844  ______________________________________________________________________
 PP0844  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP0844  DYNAMIC HEIGHT  -        236.978 (meters)      777.49  (feet) COMP
 PP0844  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 PP0844
 PP0844  VERT ORDER      -  SECOND    CLASS 0
 PP0844
 PP0844.The horizontal coordinates were scaled from a topographic map and have
 PP0844.an estimated accuracy of +/- 6 seconds.
 PP0844.
 PP0844.The orthometric height was determined by differential leveling and
 PP0844.adjusted in June 1991.
 PP0844
 PP0844.The dynamic height is computed by dividing the NAVD 88
 PP0844.geopotential number by the normal gravity value computed on the
 PP0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0844.degrees latitude (g = 980.6199 gals.).
 PP0844
 PP0844.The modeled gravity was interpolated from observed gravity values.
 PP0844
 PP0844;                    North         East    Units  Estimated Accuracy
 PP0844;SPC MN S     -   301,110.      856,160.      MT  (+/- 180 meters Scaled)
 PP0844
 PP0844                          SUPERSEDED SURVEY CONTROL
 PP0844
 PP0844  NGVD 29 (??/??/92)  236.927  (m)          777.32   (f) ADJ UNCH    2 0
 PP0844
 PP0844.Superseded values are not recommended for survey control.
 PP0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0844.See file dsdata.txt to determine how the superseded data were derived.
 PP0844
 PP0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK770616(NAD 83)
 PP0844
 PP0844_MARKER: DD = SURVEY DISK
 PP0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0844_STAMPING: 2782-KOS 1970
 PP0844_MARK LOGO: MNHD  
 PP0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0844+STABILITY: SURFACE MOTION
 PP0844
 PP0844  HISTORY     - Date     Condition        Report By
 PP0844  HISTORY     - 1970     MONUMENTED       MNDT
 PP0844  HISTORY     - 1971     GOOD             MNDT
 PP0844  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 PP0844  HISTORY     - 20070816 MARK NOT FOUND   MNDT
 PP0844
 PP0844                          STATION DESCRIPTION
 PP0844
 PP0844'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0844'IN BLOOMINGTON.
 PP0844'ELKO TO BLOOMINGTON, 3.8 MILES SOUTH OF FAI 494 ALONG FAI 35W, 0.4
 PP0844'MILES SOUTH OF 107TH STREET, 115 FEET EAST OF FAI 35W NORTHBOUND
 PP0844'CENTERLINE, 2 FEET NORTHWEST OF A STEEL WITNESS POST, IN A 6 FOOT
 PP0844'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND AND ABOUT LEVEL
 PP0844'WITH THE ROADWAY.  SE 1/4, SEC 21, T 27N, R 24W.
 PP0844
 PP0844                          STATION RECOVERY (1987)
 PP0844
 PP0844'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCL)
 PP0844'MARK NOT FOUND.
 PP0844
 PP0844                          STATION RECOVERY (2007)
 PP0844
 PP0844'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP0844'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1169 ***********************************************************************
 PP1169  DESIGNATION -  2782 M 1
 PP1169  PID         -  PP1169
 PP1169  STATE/COUNTY-  MN/HENNEPIN
 PP1169  COUNTRY     -  US
 PP1169  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1169
 PP1169                         *CURRENT SURVEY CONTROL
 PP1169  ______________________________________________________________________
 PP1169* NAD 83(1996) POSITION- 44 53 23.07112(N) 093 17 34.76017(W)   ADJUSTED  
 PP1169* NAVD 88 ORTHO HEIGHT -   262.566  (meters)     861.44  (feet) ADJUSTED  
 PP1169  ______________________________________________________________________
 PP1169  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC09
 PP1169  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PP1169  DYNAMIC HEIGHT  -        262.558 (meters)      861.41  (feet) COMP
 PP1169  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1169
 PP1169  HORZ ORDER      -  SECOND
 PP1169  VERT ORDER      -  SECOND    CLASS 0
 PP1169
 PP1169.The horizontal coordinates were established by classical geodetic methods
 PP1169.and adjusted by the National Geodetic Survey in March 1999.
 PP1169.
 PP1169.The orthometric height was determined by differential leveling and
 PP1169.adjusted in June 1991.
 PP1169
 PP1169.Photographs are available for this station.
 PP1169
 PP1169.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1169
 PP1169.The dynamic height is computed by dividing the NAVD 88
 PP1169.geopotential number by the normal gravity value computed on the
 PP1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1169.degrees latitude (g = 980.6199 gals.).
 PP1169
 PP1169.The modeled gravity was interpolated from observed gravity values.
 PP1169
 PP1169. The following values were computed from the NAD 83(1996) position.
 PP1169
 PP1169;                    North         East     Units Scale Factor Converg.
 PP1169;SPC MN S     -   310,215.835   855,848.626   MT  0.99994497   +0 29 44.0
 PP1169;SPC MN S     - 1,017,766.45  2,807,896.70   sFT  0.99994497   +0 29 44.0
 PP1169;UTM  15      - 4,970,743.999   476,863.744   MT  0.99960658   -0 12 24.4
 PP1169
 PP1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1169!SPC MN S     -   0.99996308  x   0.99994497  =   0.99990805
 PP1169!UTM  15      -   0.99996308  x   0.99960658  =   0.99956967
 PP1169
 PP1169                          SUPERSEDED SURVEY CONTROL
 PP1169
 PP1169  NAD 83(1986)-  44 53 23.06476(N)    093 17 34.75545(W) AD(       ) 2
 PP1169  NAD 83(1986)-  44 53 23.06169(N)    093 17 34.75941(W) AD(       ) 2
 PP1169  NAD 27      -  44 53 23.18286(N)    093 17 33.94387(W) AD(       ) 2
 PP1169  NAVD 88 (04/09/98)  262.57   (m)          861.4    (f) LEVELING    3  
 PP1169  NGVD 29 (??/??/92)  262.505  (m)          861.24   (f) ADJ UNCH    2 0
 PP1169
 PP1169.Superseded values are not recommended for survey control.
 PP1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1169.See file dsdata.txt to determine how the superseded data were derived.
 PP1169
 PP1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7686370743(NAD 83)
 PP1169
 PP1169_MARKER: DD = SURVEY DISK
 PP1169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1169_SP_SET: BRIDGE ABUTMENT
 PP1169_STAMPING: 2782 M 1 1970
 PP1169_MARK LOGO: MNHD  
 PP1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1169+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 PP1169
 PP1169  HISTORY     - Date     Condition        Report By
 PP1169  HISTORY     - 1970     MONUMENTED       MNHD
 PP1169  HISTORY     - 1973     GOOD             MNHD
 PP1169  HISTORY     - 1974     GOOD             MNDT
 PP1169  HISTORY     - 1974     GOOD             MNDT
 PP1169  HISTORY     - 20040415 GOOD             MNDT
 PP1169  HISTORY     - 20070808 GOOD             MNDT
 PP1169
 PP1169                          STATION DESCRIPTION
 PP1169
 PP1169'DESCRIBED BY MN HIGHWAY DEPT 1973 (DKH)
 PP1169'THE STATION IS LOCATED IN RICHFIELD IN THE NORTHEAST QUARTER OF
 PP1169'SECTION 28, T28N, R24W, AT THE CORNER OF BRIDGE NO. 27932, HENNEPIN
 PP1169'COUNTY 62 (CROSSTOWN) EASTBOUND LANE OVER I35W.
 PP1169'
 PP1169'MARK, A STANDARD MHD BENCH MARK DISK STAMPED 2782 M1 1970 IS SET IN
 PP1169'THE SOUTHEAST CORNER OF BRIDGE NO. 27932.
 PP1169'
 PP1169'NEAREST TOWN--RICHFIELD.
 PP1169
 PP1169                          STATION RECOVERY (1974)
 PP1169
 PP1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 PP1169'IN RICHFIELD.
 PP1169'THE MARK IS NEAR THE JUNCTION OF FAI 35W AND T.H. 190 IN RICHFIELD. IT
 PP1169'IS IN THE SOUTHEAST CORNER OF BRIDGE NO. 27932, CSAH 62 EASTBOUND OVER
 PP1169'FAI 35W.  NE 1/4, SEC 28, T 28N, R 24W.
 PP1169
 PP1169                          STATION RECOVERY (1974)
 PP1169
 PP1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 PP1169'THE MARK IS NEAR THE JUNCTION OF FAI 35W AND T.H. 190 IN RICHFIELD.
 PP1169'IT IS IN THE SOUTHEAST CORNER OF BRIDGE NO. 27932, CSAH 62 EASTBOUND
 PP1169'OVER FAI 35W.
 PP1169
 PP1169                          STATION RECOVERY (2004)
 PP1169
 PP1169'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 PP1169'IN RICHFIELD, NEAR JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK
 PP1169'HIGHWAY 190, IN SOUTHEAST CORNER OF EASTBOUND COUNTY ROAD 62 BRIDGE
 PP1169'27932 OVER INTERSTATE HIGHWAY 35W
 PP1169
 PP1169                          STATION RECOVERY (2007)
 PP1169
 PP1169'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1169'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF HOPKINS,
 PP1169'6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 3.4 MI (5.5 KM)
 PP1169'NORTH OF BLOOMINGTON.
 PP1169' 
 PP1169'TO REACH TO THE MARK IN RICHFIELD, NEAR JUNCTION OF INTERSTATE HIGHWAY
 PP1169'35W AND TRUNK HIGHWAY 190, IN SOUTHEAST CORNER OF EASTBOUND COUNTY
 PP1169'ROAD 62 BRIDGE 27932 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1171 ***********************************************************************
 PP1171  DESIGNATION -  2782 M 2
 PP1171  PID         -  PP1171
 PP1171  STATE/COUNTY-  MN/HENNEPIN
 PP1171  COUNTRY     -  US
 PP1171  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1171
 PP1171                         *CURRENT SURVEY CONTROL
 PP1171  ______________________________________________________________________
 PP1171* NAD 83(1986) POSITION- 44 53 20.     (N) 093 17 43.     (W)   SCALED    
 PP1171* NAVD 88 ORTHO HEIGHT -   261.161  (meters)     856.83  (feet) ADJUSTED  
 PP1171  ______________________________________________________________________
 PP1171  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PP1171  DYNAMIC HEIGHT  -        261.153 (meters)      856.80  (feet) COMP
 PP1171  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1171
 PP1171  VERT ORDER      -  SECOND    CLASS 0
 PP1171
 PP1171.The horizontal coordinates were scaled from a topographic map and have
 PP1171.an estimated accuracy of +/- 6 seconds.
 PP1171.
 PP1171.The orthometric height was determined by differential leveling and
 PP1171.adjusted in June 1991.
 PP1171
 PP1171.The dynamic height is computed by dividing the NAVD 88
 PP1171.geopotential number by the normal gravity value computed on the
 PP1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1171.degrees latitude (g = 980.6199 gals.).
 PP1171
 PP1171.The modeled gravity was interpolated from observed gravity values.
 PP1171
 PP1171;                    North         East    Units  Estimated Accuracy
 PP1171;SPC MN S     -   310,120.      855,670.      MT  (+/- 180 meters Scaled)
 PP1171
 PP1171                          SUPERSEDED SURVEY CONTROL
 PP1171
 PP1171  NGVD 29 (??/??/92)  261.101  (m)          856.63   (f) ADJ UNCH    2 0
 PP1171
 PP1171.Superseded values are not recommended for survey control.
 PP1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1171.See file dsdata.txt to determine how the superseded data were derived.
 PP1171
 PP1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK766706(NAD 83)
 PP1171
 PP1171_MARKER: DD = SURVEY DISK
 PP1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1171_SP_SET: BRIDGE
 PP1171_STAMPING: 2782 M2 1970
 PP1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1171
 PP1171  HISTORY     - Date     Condition        Report By
 PP1171  HISTORY     - 1970     MONUMENTED       MNDT
 PP1171  HISTORY     - 1974     GOOD             MNDT
 PP1171  HISTORY     - 1974     GOOD             MNDT
 PP1171
 PP1171                          STATION DESCRIPTION
 PP1171
 PP1171'DESCRIBED BY MN DEPT OF TRANSP 1974
 PP1171'IN RICHFIELD.
 PP1171'THE MARK IS 1.9 MILES NORTH MEASURED ALONG FAI 35W FROM THE JUNCTION
 PP1171'OF FAI 494, NEAR THE JUNCTION OF T.H. 190.  IT IS IN THE SOUTHEAST
 PP1171'CORNER OF BRIDGE NO. 27930, SOUTHBOUND FAI 35W UNDER NORTHBOUND T.H.
 PP1171'190.  NE 1/4, SEC 28, T 28N, R 24W.
 PP1171
 PP1171                          STATION RECOVERY (1974)
 PP1171
 PP1171'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 PP1171'THE MARK IS 1.9 MILES NORTH MEASURED ALONG 35W FROM THE JUNCTION OF
 PP1171'FAI 494, NEAR THE JUNCTION OF T.H. 190. IT IS IN THE SOUTHEAST CORNER
 PP1171'OF BRIDGE NO. 27930, SOUTHBOUND FAI 35W UNDER NORTHBOUND T.H. 190.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1170 ***********************************************************************
 PP1170  DESIGNATION -  2782 M 3
 PP1170  PID         -  PP1170
 PP1170  STATE/COUNTY-  MN/HENNEPIN
 PP1170  COUNTRY     -  US
 PP1170  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1170
 PP1170                         *CURRENT SURVEY CONTROL
 PP1170  ______________________________________________________________________
 PP1170* NAD 83(1986) POSITION- 44 53 24.     (N) 093 17 43.     (W)   SCALED    
 PP1170* NAVD 88 ORTHO HEIGHT -   262.296  (meters)     860.55  (feet) ADJUSTED  
 PP1170  ______________________________________________________________________
 PP1170  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PP1170  DYNAMIC HEIGHT  -        262.288 (meters)      860.52  (feet) COMP
 PP1170  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1170
 PP1170  VERT ORDER      -  SECOND    CLASS 0
 PP1170
 PP1170.The horizontal coordinates were scaled from a topographic map and have
 PP1170.an estimated accuracy of +/- 6 seconds.
 PP1170.
 PP1170.The orthometric height was determined by differential leveling and
 PP1170.adjusted in June 1991.
 PP1170
 PP1170.WARNING-Repeat measurements at this control monument indicate possible
 PP1170.vertical movement.
 PP1170
 PP1170.The dynamic height is computed by dividing the NAVD 88
 PP1170.geopotential number by the normal gravity value computed on the
 PP1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1170.degrees latitude (g = 980.6199 gals.).
 PP1170
 PP1170.The modeled gravity was interpolated from observed gravity values.
 PP1170
 PP1170;                    North         East    Units  Estimated Accuracy
 PP1170;SPC MN S     -   310,240.      855,670.      MT  (+/- 180 meters Scaled)
 PP1170
 PP1170                          SUPERSEDED SURVEY CONTROL
 PP1170
 PP1170  NGVD 29 (??/??/92)  262.236  (m)          860.35   (f) ADJ UNCH    2 0
 PP1170
 PP1170.Superseded values are not recommended for survey control.
 PP1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1170.See file dsdata.txt to determine how the superseded data were derived.
 PP1170
 PP1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK766707(NAD 83)
 PP1170
 PP1170_MARKER: DD = SURVEY DISK
 PP1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1170_SP_SET: BRIDGE
 PP1170_STAMPING: 2783 M3 1970
 PP1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1170
 PP1170  HISTORY     - Date     Condition        Report By
 PP1170  HISTORY     - 1970     MONUMENTED       MNDT
 PP1170  HISTORY     - 1973     GOOD             MNDT
 PP1170
 PP1170                          STATION DESCRIPTION
 PP1170
 PP1170'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1170'IN RICHFIELD.
 PP1170'THE MARK IS 1.9 MILE NORTH ALONG INTERSTATE 35W FROM THE JUNCTION OF
 PP1170'INTERSTATE 35W AND INTERSTATE 494 TO THE JUNCTION OF TRUNK HIGHWAY 190
 PP1170'AND INTERSTATE 35W, THENCE NORTH ON TRUNK HIGHWAY 190 FOR 0.1 MILE TO
 PP1170'JUNCTION OF TRUNK HIGHWAY 190 AND CSAH 62 (CSAH 62 MILEPOINT 11.7).
 PP1170'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1170'BRIDGE NUMBER 27931 (CSAH 62 OVER TRUNK HIGHWAY 190). NE 1/4, SEC 28,
 PP1170'T 28N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1172 ***********************************************************************
 PP1172  DESIGNATION -  2782 M 4
 PP1172  PID         -  PP1172
 PP1172  STATE/COUNTY-  MN/HENNEPIN
 PP1172  COUNTRY     -  US
 PP1172  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1172
 PP1172                         *CURRENT SURVEY CONTROL
 PP1172  ______________________________________________________________________
 PP1172* NAD 83(1986) POSITION- 44 53 25.     (N) 093 17 14.     (W)   SCALED    
 PP1172* NAVD 88 ORTHO HEIGHT -   264.631  (meters)     868.21  (feet) ADJUSTED  
 PP1172  ______________________________________________________________________
 PP1172  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 PP1172  DYNAMIC HEIGHT  -        264.623 (meters)      868.18  (feet) COMP
 PP1172  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 PP1172
 PP1172  VERT ORDER      -  SECOND    CLASS 0
 PP1172
 PP1172.The horizontal coordinates were scaled from a topographic map and have
 PP1172.an estimated accuracy of +/- 6 seconds.
 PP1172.
 PP1172.The orthometric height was determined by differential leveling and
 PP1172.adjusted in June 1991.
 PP1172
 PP1172.Photographs are available for this station.
 PP1172
 PP1172.The dynamic height is computed by dividing the NAVD 88
 PP1172.geopotential number by the normal gravity value computed on the
 PP1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1172.degrees latitude (g = 980.6199 gals.).
 PP1172
 PP1172.The modeled gravity was interpolated from observed gravity values.
 PP1172
 PP1172;                    North         East    Units  Estimated Accuracy
 PP1172;SPC MN S     -   310,280.      856,300.      MT  (+/- 180 meters Scaled)
 PP1172
 PP1172                          SUPERSEDED SURVEY CONTROL
 PP1172
 PP1172  NGVD 29 (??/??/92)  264.570  (m)          868.01   (f) ADJ UNCH    2 0
 PP1172
 PP1172.Superseded values are not recommended for survey control.
 PP1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1172.See file dsdata.txt to determine how the superseded data were derived.
 PP1172
 PP1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK773708(NAD 83)
 PP1172
 PP1172_MARKER: DD = SURVEY DISK
 PP1172_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1172_SP_SET: BRIDGE ABUTMENT
 PP1172_STAMPING: 2782 M 4 1970
 PP1172_MARK LOGO: MNHD  
 PP1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1172
 PP1172  HISTORY     - Date     Condition        Report By
 PP1172  HISTORY     - 1970     MONUMENTED       MNHD
 PP1172  HISTORY     - 1973     GOOD             MNDT
 PP1172  HISTORY     - 1987     GOOD             USPSQD
 PP1172  HISTORY     - 20070808 GOOD             MNDT
 PP1172
 PP1172                          STATION DESCRIPTION
 PP1172
 PP1172'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1172'IN RICHFIELD.
 PP1172'THE MARK IS 2.4 MILES NORTHERLY ALONG INTERSTATE 35W FROM THE JUNCTION
 PP1172'OF INTERSTATE 35W AND INTERSTATE 494 AT INTERSTATE 35W AND LYNDALE
 PP1172'AVENUE SOUTH AT INTERSTATE 35W MILEPOINT 10.97.  IT IS SET IN A DRILL
 PP1172'HOLE IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27933 (INTERSTATE 35W
 PP1172'OVER LYNDALE AVENUE).  NW 1/4, SEC 27, T 28N, R 24W.
 PP1172
 PP1172                          STATION RECOVERY (1987)
 PP1172
 PP1172'RECOVERY NOTE BY US POWER SQUADRON 1987 (JN)
 PP1172'RECOVERED IN GOOD CONDITION.
 PP1172
 PP1172                          STATION RECOVERY (2007)
 PP1172
 PP1172'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1172'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF HOPKINS,
 PP1172'6.3 MI (10.1 KM) SOUTH OF MINNEAPOLIS AND 3.4 MI (5.5 KM) NORTH OF
 PP1172'BLOOMINGTON.
 PP1172' 
 PP1172'TO REACH TO THE MARK IN RICHFIELD, GO 2.4 MI (3.9 KM) NORTH OF THE
 PP1172'JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35W, AT
 PP1172'INTERSTATE HIGHWAY 35W MI (56.3 KM) POINT 10.97, IN SOUTHEAST CORNER
 PP1172'OF INTERSTATE HIGHWAY 35W BRIDGE 27933 OVER LYNDALE AVENUE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1173 ***********************************************************************
 PP1173  DESIGNATION -  2782 N
 PP1173  PID         -  PP1173
 PP1173  STATE/COUNTY-  MN/HENNEPIN
 PP1173  COUNTRY     -  US
 PP1173  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1173
 PP1173                         *CURRENT SURVEY CONTROL
 PP1173  ______________________________________________________________________
 PP1173* NAD 83(1986) POSITION- 44 53 24.     (N) 093 16 58.     (W)   SCALED    
 PP1173* NAVD 88 ORTHO HEIGHT -   266.518  (meters)     874.40  (feet) ADJUSTED  
 PP1173  ______________________________________________________________________
 PP1173  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP1173  DYNAMIC HEIGHT  -        266.510 (meters)      874.37  (feet) COMP
 PP1173  MODELED GRAVITY -    980,579.6   (mgal)                       NAVD 88
 PP1173
 PP1173  VERT ORDER      -  SECOND    CLASS 0
 PP1173
 PP1173.The horizontal coordinates were scaled from a topographic map and have
 PP1173.an estimated accuracy of +/- 6 seconds.
 PP1173.
 PP1173.The orthometric height was determined by differential leveling and
 PP1173.adjusted in June 1991.
 PP1173
 PP1173.The dynamic height is computed by dividing the NAVD 88
 PP1173.geopotential number by the normal gravity value computed on the
 PP1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1173.degrees latitude (g = 980.6199 gals.).
 PP1173
 PP1173.The modeled gravity was interpolated from observed gravity values.
 PP1173
 PP1173;                    North         East    Units  Estimated Accuracy
 PP1173;SPC MN S     -   310,250.      856,660.      MT  (+/- 180 meters Scaled)
 PP1173
 PP1173                          SUPERSEDED SURVEY CONTROL
 PP1173
 PP1173  NGVD 29 (??/??/92)  266.457  (m)          874.20   (f) ADJ UNCH    2 0
 PP1173
 PP1173.Superseded values are not recommended for survey control.
 PP1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1173.See file dsdata.txt to determine how the superseded data were derived.
 PP1173
 PP1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK776707(NAD 83)
 PP1173
 PP1173_MARKER: DD = SURVEY DISK
 PP1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1173_SP_SET: BRIDGE
 PP1173_STAMPING: 2782 N 1970
 PP1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1173
 PP1173  HISTORY     - Date     Condition        Report By
 PP1173  HISTORY     - 1970     MONUMENTED       MNDT
 PP1173
 PP1173                          STATION DESCRIPTION
 PP1173
 PP1173'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1173'IN RICHFIELD.
 PP1173'MARK IS LOCATED IN RICHFIELD, ABOUT 0.6 MILES EAST OF THE JUNCTION OF
 PP1173'FAI 35W AND T.H. 65 IN RICHFIELD, IN THE SOUTHEAST CORNER OF BRIDGE
 PP1173'NO. 27934, FAI 35W OVER THE NORTHFIELD AND SOUTHERN RAILROAD AND
 PP1173'PLEASANT AVENUE.  NW 1/4 SECTION 27, T 28N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1174 ***********************************************************************
 PP1174  DESIGNATION -  2782 P 1
 PP1174  PID         -  PP1174
 PP1174  STATE/COUNTY-  MN/HENNEPIN
 PP1174  COUNTRY     -  US
 PP1174  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1174
 PP1174                         *CURRENT SURVEY CONTROL
 PP1174  ______________________________________________________________________
 PP1174* NAD 83(1986) POSITION- 44 53 26.     (N) 093 16 42.     (W)   SCALED    
 PP1174* NAVD 88 ORTHO HEIGHT -   261.839  (meters)     859.05  (feet) ADJUSTED  
 PP1174  ______________________________________________________________________
 PP1174  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1174  DYNAMIC HEIGHT  -        261.831 (meters)      859.02  (feet) COMP
 PP1174  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1174
 PP1174  VERT ORDER      -  SECOND    CLASS 0
 PP1174
 PP1174.The horizontal coordinates were scaled from a topographic map and have
 PP1174.an estimated accuracy of +/- 6 seconds.
 PP1174.
 PP1174.The orthometric height was determined by differential leveling and
 PP1174.adjusted in June 1991.
 PP1174
 PP1174.The dynamic height is computed by dividing the NAVD 88
 PP1174.geopotential number by the normal gravity value computed on the
 PP1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1174.degrees latitude (g = 980.6199 gals.).
 PP1174
 PP1174.The modeled gravity was interpolated from observed gravity values.
 PP1174
 PP1174;                    North         East    Units  Estimated Accuracy
 PP1174;SPC MN S     -   310,320.      857,010.      MT  (+/- 180 meters Scaled)
 PP1174
 PP1174                          SUPERSEDED SURVEY CONTROL
 PP1174
 PP1174  NGVD 29 (??/??/92)  261.779  (m)          858.85   (f) ADJ UNCH    2 0
 PP1174
 PP1174.Superseded values are not recommended for survey control.
 PP1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1174.See file dsdata.txt to determine how the superseded data were derived.
 PP1174
 PP1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK780708(NAD 83)
 PP1174
 PP1174_MARKER: DD = SURVEY DISK
 PP1174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1174_SP_SET: BRIDGE
 PP1174_STAMPING: 2782 P1 1970
 PP1174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1174
 PP1174  HISTORY     - Date     Condition        Report By
 PP1174  HISTORY     - 1970     MONUMENTED       MNDT
 PP1174  HISTORY     - 1976     GOOD             MNDT
 PP1174
 PP1174                          STATION DESCRIPTION
 PP1174
 PP1174'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1174'IN RICHFIELD.
 PP1174'MARK IS LOCATED IN RICHFIELD, ABOUT 0.7 MILES EAST OF THE JUNCTION OF
 PP1174'FAI 35W AND T.H. 65 IN RICHFIELD, IN THE SOUTHEAST CORNER OF BRIDGE
 PP1174'NO. 27936, FAI 35W NORTHBOUND OVER COUNTY ROAD 52 (NICOLLET AVENUE).
 PP1174'NE 1/4 SECTION 27, T 28N, R 24W.
 PP1174
 PP1174                          STATION RECOVERY (1976)
 PP1174
 PP1174'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1174'MARK IS LOCATED 0.7 MILES EAST OF JUNCTION OF FAI 35W AND T.H. 65 IN
 PP1174'RICHFIELD, IN THE SOUTHEAST CORNER OF BRIDGE NO. 27936 FAI 35W
 PP1174'NORTHBOUND OVER COUNTY ROAD NO. 52 (NICOLLET AVE.).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1176 ***********************************************************************
 PP1176  DESIGNATION -  2782 P 2
 PP1176  PID         -  PP1176
 PP1176  STATE/COUNTY-  MN/HENNEPIN
 PP1176  COUNTRY     -  US
 PP1176  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1176
 PP1176                         *CURRENT SURVEY CONTROL
 PP1176  ______________________________________________________________________
 PP1176* NAD 83(1986) POSITION- 44 53 27.     (N) 093 16 35.     (W)   SCALED    
 PP1176* NAVD 88 ORTHO HEIGHT -   263.469  (meters)     864.40  (feet) ADJUSTED  
 PP1176  ______________________________________________________________________
 PP1176  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1176  DYNAMIC HEIGHT  -        263.461 (meters)      864.37  (feet) COMP
 PP1176  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1176
 PP1176  VERT ORDER      -  SECOND    CLASS 0
 PP1176
 PP1176.The horizontal coordinates were scaled from a topographic map and have
 PP1176.an estimated accuracy of +/- 6 seconds.
 PP1176.
 PP1176.The orthometric height was determined by differential leveling and
 PP1176.adjusted in April 1998.
 PP1176
 PP1176.Photographs are available for this station.
 PP1176
 PP1176.The dynamic height is computed by dividing the NAVD 88
 PP1176.geopotential number by the normal gravity value computed on the
 PP1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1176.degrees latitude (g = 980.6199 gals.).
 PP1176
 PP1176.The modeled gravity was interpolated from observed gravity values.
 PP1176
 PP1176;                    North         East    Units  Estimated Accuracy
 PP1176;SPC MN S     -   310,350.      857,160.      MT  (+/- 180 meters Scaled)
 PP1176
 PP1176                          SUPERSEDED SURVEY CONTROL
 PP1176
 PP1176  NAVD 88 (06/15/91)  263.476  (m)          864.42   (f) SUPERSEDED  2 0
 PP1176  NGVD 29 (??/??/92)  263.416  (m)          864.22   (f) ADJ UNCH    2 0
 PP1176
 PP1176.Superseded values are not recommended for survey control.
 PP1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1176.See file dsdata.txt to determine how the superseded data were derived.
 PP1176
 PP1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK781708(NAD 83)
 PP1176
 PP1176_MARKER: DB = BENCH MARK DISK
 PP1176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1176_SP_SET: BRIDGE ABUTMENT
 PP1176_STAMPING: 2782 P 2 1970
 PP1176_MARK LOGO: MNHD  
 PP1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1176
 PP1176  HISTORY     - Date     Condition        Report By
 PP1176  HISTORY     - 1970     MONUMENTED       MNHD
 PP1176  HISTORY     - 1976     GOOD             MNDT
 PP1176  HISTORY     - 1979     GOOD             MNDT
 PP1176  HISTORY     - 20070808 GOOD             MNDT
 PP1176
 PP1176                          STATION DESCRIPTION
 PP1176
 PP1176'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1176'IN RICHFIELD.
 PP1176'MARK IS LOCATED IN RICHFIELD, ABOUT 0.9 MILES EAST OF THE JUNCTION OF
 PP1176'FAI 35 AND T.H. 65 IN RICHFIELD, IS THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1176'27937, COUNTY ROAD 62 WESTBOUND OVER FAI 35.  NE 1/4 SECTION 27, T
 PP1176'28N, R 24W.
 PP1176
 PP1176                          STATION RECOVERY (1976)
 PP1176
 PP1176'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 PP1176'THE MARK IS LOCATED AT THE EAST JUNCTION OF FAI 35W AND CSAH 62. IT
 PP1176'IS A STANDARD BENCH MARK DISK IN THE SOUTHWEST CORNER OF BRIDGE NO.
 PP1176'27937, WESTBOUND CSAH 62 OVER NORTHBOUND FAI 35W.
 PP1176
 PP1176                          STATION RECOVERY (1979)
 PP1176
 PP1176'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1176'THE MARK IS LOCATED IN THE CITY RICHFIELD AT THE EAST JUNCTION OF
 PP1176'INTERSTATE HIGHWAY 35W AND COUNTY ROAD 62 (CROSSTOWN FREEWAY) AND IS
 PP1176'IN THE NE 1/4 OF SECTION 27, T28N, R24W.  THE MARK, A STANDARD MNDT
 PP1176'BENCH MARK DISK STAMPED---2782 P 2 1970---, IS SET IN THE SOUTHWEST
 PP1176'CORNER OF BRIDGE NUMBER 27937 (C.S.A.H. 62 WESTBOUND OVER INTERSTATE
 PP1176'HIGHWAY 35W NORTHBOUND).
 PP1176
 PP1176                          STATION RECOVERY (2007)
 PP1176
 PP1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1176'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF HOPKINS,
 PP1176'6.2 MI (10.0 KM) SOUTH OF MINNEAPOLIS AND 3.6 MI (5.8 KM)
 PP1176'NORTH-NORTHEAST OF BLOOMINGTON.
 PP1176' 
 PP1176'TO REACH TO THE MARK AT RICHFIELD, AT EAST JUNCTION OF INTERSTATE
 PP1176'HIGHWAY 35W AND COUNTY ROAD 62, IN SOUTHWEST CORNER OF WESTBOUND
 PP1176'COUNTY ROAD 62 BRIDGE 27937 OVER NORTHBOUND INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1178 ***********************************************************************
 PP1178  DESIGNATION -  2782 P 3
 PP1178  PID         -  PP1178
 PP1178  STATE/COUNTY-  MN/HENNEPIN
 PP1178  COUNTRY     -  US
 PP1178  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1178
 PP1178                         *CURRENT SURVEY CONTROL
 PP1178  ______________________________________________________________________
 PP1178* NAD 83(1986) POSITION- 44 53 27.     (N) 093 16 26.     (W)   SCALED    
 PP1178* NAVD 88 ORTHO HEIGHT -   264.840  (meters)     868.90  (feet) ADJUSTED  
 PP1178  ______________________________________________________________________
 PP1178  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1178  DYNAMIC HEIGHT  -        264.832 (meters)      868.87  (feet) COMP
 PP1178  MODELED GRAVITY -    980,579.4   (mgal)                       NAVD 88
 PP1178
 PP1178  VERT ORDER      -  SECOND    CLASS 0
 PP1178
 PP1178.The horizontal coordinates were scaled from a topographic map and have
 PP1178.an estimated accuracy of +/- 6 seconds.
 PP1178.
 PP1178.The orthometric height was determined by differential leveling and
 PP1178.adjusted in June 1991.
 PP1178
 PP1178.The dynamic height is computed by dividing the NAVD 88
 PP1178.geopotential number by the normal gravity value computed on the
 PP1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1178.degrees latitude (g = 980.6199 gals.).
 PP1178
 PP1178.The modeled gravity was interpolated from observed gravity values.
 PP1178
 PP1178;                    North         East    Units  Estimated Accuracy
 PP1178;SPC MN S     -   310,350.      857,360.      MT  (+/- 180 meters Scaled)
 PP1178
 PP1178                          SUPERSEDED SURVEY CONTROL
 PP1178
 PP1178  NGVD 29 (??/??/92)  264.780  (m)          868.70   (f) ADJ UNCH    2 0
 PP1178
 PP1178.Superseded values are not recommended for survey control.
 PP1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1178.See file dsdata.txt to determine how the superseded data were derived.
 PP1178
 PP1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783708(NAD 83)
 PP1178
 PP1178_MARKER: DB = BENCH MARK DISK
 PP1178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1178_SP_SET: BRIDGE
 PP1178_STAMPING: 2782 P 3 1970
 PP1178_MARK LOGO: MNHD  
 PP1178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1178
 PP1178  HISTORY     - Date     Condition        Report By
 PP1178  HISTORY     - 1970     MONUMENTED       MNDT
 PP1178  HISTORY     - 1979     GOOD             MNDT
 PP1178  HISTORY     - 20070808 MARK NOT FOUND   MNDT
 PP1178
 PP1178                          STATION DESCRIPTION
 PP1178
 PP1178'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1178'IN MINNEAPOLIS.
 PP1178'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 5.2 MILES SOUTH OF THE WEST
 PP1178'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1178'OF BRIDGE NO. 29941, FAI 35W SOUTHBOUND EXIT TO COUNTY ROAD 62
 PP1178'EASTBOUND, THE EXIT OVER COUNTY ROAD 62 WESTBOUND.  SE 1/4 SECTION 22,
 PP1178'T 28N, R 24W.  NOTE-- THIS MARK IS ALSO LOCATED ABOUT 1.0 MILE EAST OF
 PP1178'THE JUNCTION OF FAI 35W AND T.H. 65 IN RICHFIELD.
 PP1178
 PP1178                          STATION RECOVERY (1979)
 PP1178
 PP1178'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1178'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS AT THE EAST JUNCTION OF
 PP1178'INTERSTATE 35W AND COUNTY ROAD 62 (CROSSTOWN FREEWAY) AND IS IN THE SE
 PP1178'1/4 OF SECTION 22, T28N, R24W.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1178'DISK STAMPED---2782 P 3 1970---, IS SET IN THE SOUTHEAST CORNER OF
 PP1178'BRIDGE NUMBER 29941 (INTERSTATE 35W SOUTHBOUND EXIT TO COUNTY ROAD 62
 PP1178'EASTBOUND OVER COUNTY ROAD 62 WESTBOUND).
 PP1178
 PP1178                          STATION RECOVERY (2007)
 PP1178
 PP1178'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1178'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1177 ***********************************************************************
 PP1177  DESIGNATION -  2782 P 4
 PP1177  PID         -  PP1177
 PP1177  STATE/COUNTY-  MN/HENNEPIN
 PP1177  COUNTRY     -  US
 PP1177  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1177
 PP1177                         *CURRENT SURVEY CONTROL
 PP1177  ______________________________________________________________________
 PP1177* NAD 83(1986) POSITION- 44 53 30.     (N) 093 16 29.     (W)   SCALED    
 PP1177* NAVD 88 ORTHO HEIGHT -   265.482  (meters)     871.00  (feet) ADJUSTED  
 PP1177  ______________________________________________________________________
 PP1177  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1177  DYNAMIC HEIGHT  -        265.474 (meters)      870.98  (feet) COMP
 PP1177  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1177
 PP1177  VERT ORDER      -  SECOND    CLASS 0
 PP1177
 PP1177.The horizontal coordinates were scaled from a topographic map and have
 PP1177.an estimated accuracy of +/- 6 seconds.
 PP1177.
 PP1177.The orthometric height was determined by differential leveling and
 PP1177.adjusted in June 1991.
 PP1177
 PP1177.Photographs are available for this station.
 PP1177
 PP1177.The dynamic height is computed by dividing the NAVD 88
 PP1177.geopotential number by the normal gravity value computed on the
 PP1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1177.degrees latitude (g = 980.6199 gals.).
 PP1177
 PP1177.The modeled gravity was interpolated from observed gravity values.
 PP1177
 PP1177;                    North         East    Units  Estimated Accuracy
 PP1177;SPC MN S     -   310,440.      857,290.      MT  (+/- 180 meters Scaled)
 PP1177
 PP1177                          SUPERSEDED SURVEY CONTROL
 PP1177
 PP1177  NGVD 29 (??/??/92)  265.422  (m)          870.81   (f) ADJ UNCH    2 0
 PP1177
 PP1177.Superseded values are not recommended for survey control.
 PP1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1177.See file dsdata.txt to determine how the superseded data were derived.
 PP1177
 PP1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783709(NAD 83)
 PP1177
 PP1177_MARKER: DB = BENCH MARK DISK
 PP1177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1177_SP_SET: BRIDGE ABUTMENT
 PP1177_STAMPING: 2782 P 4 1970
 PP1177_MARK LOGO: MNHD  
 PP1177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1177
 PP1177  HISTORY     - Date     Condition        Report By
 PP1177  HISTORY     - 1970     MONUMENTED       MNHD
 PP1177  HISTORY     - 1979     GOOD             MNDT
 PP1177  HISTORY     - 20070808 GOOD             MNDT
 PP1177
 PP1177                          STATION DESCRIPTION
 PP1177
 PP1177'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1177'IN MINNEAPOLIS.
 PP1177'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 5.2 MILES SOUTH OF THE WEST
 PP1177'JUNCTION OF FAI 35 AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1177'OF BRIDGE NO. 27938, FAI 35W SOUTHBOUND EXIT TO COUNTY ROAD 62
 PP1177'EASTBOUND, THE EXIT OVER FAI 35W NORTHBOUND.  SE 1/4 SECTION 22, T
 PP1177'28N, R 24W.
 PP1177
 PP1177                          STATION RECOVERY (1979)
 PP1177
 PP1177'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 (EGS)
 PP1177'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS AT THE EAST JUNCTION OF
 PP1177'INTERSTATE HIGHWAY 35W AND COUNTY ROAD 62 (CROSSTOWN FREEWAY) AND IN
 PP1177'THE SE 1/4 0F SECTION 22, T28N, R24W.  THE MARK, A STANDARD MNDT BENCH
 PP1177'MARK DISK STAMPED---2782 P 4 1970---, IS SET IN THE SOUTHEAST CORNER
 PP1177'OF BRIDGE NUMBER 27938 (INTERSTATE 35W SOUTHBOUND EXIT TO COUNTY ROAD
 PP1177'62 EASTBOUND OVER INTERSTATE 35W NORTHBOUND).
 PP1177
 PP1177                          STATION RECOVERY (2007)
 PP1177
 PP1177'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1177'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF HOPKINS,
 PP1177'6.1 MI (9.8 KM) SOUTH OF MINNEAPOLIS AND 3.7 MI (6.0 KM)
 PP1177'NORTH-NORTHEAST OF BLOOMINGTON.
 PP1177' 
 PP1177'TO REACH TO THE MARK IN MINNEAPOLIS, AT EAST JUNCTION OF COUNTY ROAD
 PP1177'62 CROSS-TOWN AND INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF
 PP1177'INTERSTATE HIGHWAY 35W SOUTHBOUND EXIT TO COUNTY ROAD 62 EASTBOUND
 PP1177'BRIDGE 27938 OVER NORTHBOUND INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1175 ***********************************************************************
 PP1175  DESIGNATION -  2782 P 5
 PP1175  PID         -  PP1175
 PP1175  STATE/COUNTY-  MN/HENNEPIN
 PP1175  COUNTRY     -  US
 PP1175  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1175
 PP1175                         *CURRENT SURVEY CONTROL
 PP1175  ______________________________________________________________________
 PP1175* NAD 83(1986) POSITION- 44 53 24.     (N) 093 16 40.     (W)   SCALED    
 PP1175* NAVD 88 ORTHO HEIGHT -   262.714  (meters)     861.92  (feet) ADJUSTED  
 PP1175  ______________________________________________________________________
 PP1175  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1175  DYNAMIC HEIGHT  -        262.706 (meters)      861.89  (feet) COMP
 PP1175  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1175
 PP1175  VERT ORDER      -  SECOND    CLASS 0
 PP1175
 PP1175.The horizontal coordinates were scaled from a topographic map and have
 PP1175.an estimated accuracy of +/- 6 seconds.
 PP1175.
 PP1175.The orthometric height was determined by differential leveling and
 PP1175.adjusted in June 1991.
 PP1175
 PP1175.The dynamic height is computed by dividing the NAVD 88
 PP1175.geopotential number by the normal gravity value computed on the
 PP1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1175.degrees latitude (g = 980.6199 gals.).
 PP1175
 PP1175.The modeled gravity was interpolated from observed gravity values.
 PP1175
 PP1175;                    North         East    Units  Estimated Accuracy
 PP1175;SPC MN S     -   310,260.      857,050.      MT  (+/- 180 meters Scaled)
 PP1175
 PP1175                          SUPERSEDED SURVEY CONTROL
 PP1175
 PP1175  NGVD 29 (??/??/92)  262.654  (m)          861.72   (f) ADJ UNCH    2 0
 PP1175
 PP1175.Superseded values are not recommended for survey control.
 PP1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1175.See file dsdata.txt to determine how the superseded data were derived.
 PP1175
 PP1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK780707(NAD 83)
 PP1175
 PP1175_MARKER: DD = SURVEY DISK
 PP1175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1175_SP_SET: BRIDGE
 PP1175_STAMPING: 2782 P 5 1970
 PP1175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1175
 PP1175  HISTORY     - Date     Condition        Report By
 PP1175  HISTORY     - 1970     MONUMENTED       MNDT
 PP1175
 PP1175                          STATION DESCRIPTION
 PP1175
 PP1175'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1175'IN MINNEAPOLIS.
 PP1175'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 5.2 MILES SOUTH OF THE WEST
 PP1175'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1175'OF BRIDGE NO. 27935, FAI 35W SOUTHBOUND OVER COUNTY ROAD 52 (NICOLLET
 PP1175'AVENUE).  SE 1/4 SECTION 22, T 28N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1179 ***********************************************************************
 PP1179  DESIGNATION -  2782 Q 1
 PP1179  PID         -  PP1179
 PP1179  STATE/COUNTY-  MN/HENNEPIN
 PP1179  COUNTRY     -  US
 PP1179  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1179
 PP1179                         *CURRENT SURVEY CONTROL
 PP1179  ______________________________________________________________________
 PP1179* NAD 83(1996) POSITION- 44 53 38.76378(N) 093 16 28.95390(W)   ADJUSTED  
 PP1179* NAVD 88 ORTHO HEIGHT -   260.788  (meters)     855.60  (feet) ADJUSTED  
 PP1179  ______________________________________________________________________
 PP1179  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC09
 PP1179  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1179  DYNAMIC HEIGHT  -        260.780 (meters)      855.58  (feet) COMP
 PP1179  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1179
 PP1179  HORZ ORDER      -  SECOND
 PP1179  VERT ORDER      -  SECOND    CLASS 0
 PP1179
 PP1179.The horizontal coordinates were established by classical geodetic methods
 PP1179.and adjusted by the National Geodetic Survey in March 1999.
 PP1179.
 PP1179.The orthometric height was determined by differential leveling and
 PP1179.adjusted in June 1991.
 PP1179
 PP1179.Photographs are available for this station.
 PP1179
 PP1179.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1179
 PP1179.The dynamic height is computed by dividing the NAVD 88
 PP1179.geopotential number by the normal gravity value computed on the
 PP1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1179.degrees latitude (g = 980.6199 gals.).
 PP1179
 PP1179.The modeled gravity was interpolated from observed gravity values.
 PP1179
 PP1179. The following values were computed from the NAD 83(1996) position.
 PP1179
 PP1179;                    North         East     Units Scale Factor Converg.
 PP1179;SPC MN S     -   310,712.863   857,288.237   MT  0.99994549   +0 30 30.2
 PP1179;SPC MN S     - 1,019,397.12  2,812,619.82   sFT  0.99994549   +0 30 30.2
 PP1179;UTM  15      - 4,971,223.180   478,308.849   MT  0.99960579   -0 11 38.0
 PP1179
 PP1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1179!SPC MN S     -   0.99996336  x   0.99994549  =   0.99990886
 PP1179!UTM  15      -   0.99996336  x   0.99960579  =   0.99956917
 PP1179
 PP1179                          SUPERSEDED SURVEY CONTROL
 PP1179
 PP1179  NAD 83(1986)-  44 53 38.75736(N)    093 16 28.94925(W) AD(       ) 2
 PP1179  NAD 83(1986)-  44 53 38.75369(N)    093 16 28.95482(W) AD(       ) 2
 PP1179  NAD 27      -  44 53 38.87448(N)    093 16 28.14230(W) AD(       ) 2
 PP1179  NAVD 88 (04/09/98)  260.79   (m)          855.6    (f) LEVELING    3  
 PP1179  NGVD 29 (??/??/92)  260.728  (m)          855.41   (f) ADJ UNCH    2 0
 PP1179
 PP1179.Superseded values are not recommended for survey control.
 PP1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1179.See file dsdata.txt to determine how the superseded data were derived.
 PP1179
 PP1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7830871223(NAD 83)
 PP1179
 PP1179_MARKER: DD = SURVEY DISK
 PP1179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1179_SP_SET: BRIDGE ABUTMENT
 PP1179_STAMPING: 2782 Q 1 1970
 PP1179_MARK LOGO: MNHD  
 PP1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1179+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 PP1179
 PP1179  HISTORY     - Date     Condition        Report By
 PP1179  HISTORY     - 1970     MONUMENTED       MNHD
 PP1179  HISTORY     - 1973     GOOD             MNHD
 PP1179  HISTORY     - 20070808 GOOD             MNDT
 PP1179
 PP1179                          STATION DESCRIPTION
 PP1179
 PP1179'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1179'IN MINNEAPOLIS.
 PP1179'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 4.8 MILES SOUTH OF THE WEST
 PP1179'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1179'OF BRIDGE NO. 27940, FAI 35W NORTHBOUND OVER 60TH STREET.  SE 1/4
 PP1179'SECTION 22, T 28N, R 24W.
 PP1179
 PP1179                          STATION RECOVERY (1973)
 PP1179
 PP1179'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP1179'THE STATION IS LOCATED IN THE SOUTH PART OF MINNEAPOLIS.
 PP1179'
 PP1179'MARK, A STANDARD MHD BENCH MARK STAMPED 2782 Q1 1970, IS SET IN THE
 PP1179'SOUTHWEST CORNER OF BRIDGE NO. 27940, I35W NORTHBOUND OVER
 PP1179'EAST 60TH ST.
 PP1179'
 PP1179'NEAREST TOWN--MINNEAPOLIS.
 PP1179
 PP1179                          STATION RECOVERY (2007)
 PP1179
 PP1179'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1179'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF HOPKINS,
 PP1179'6.0 MI (9.7 KM) SOUTH OF MINNEAPOLIS AND 3.8 MI (6.1 KM)
 PP1179'NORTH-NORTHEAST OF BLOOMINGTON.
 PP1179' 
 PP1179'TO REACH TO THE MARK IN MINNEAPOLIS, 4.8 MI (7.7 KM) SOUTH OF WEST
 PP1179'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1179'SOUTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35W BRIDGE 27940
 PP1179'OVER 60TH ST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1180 ***********************************************************************
 PP1180  DESIGNATION -  2782 Q 2
 PP1180  PID         -  PP1180
 PP1180  STATE/COUNTY-  MN/HENNEPIN
 PP1180  COUNTRY     -  US
 PP1180  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1180
 PP1180                         *CURRENT SURVEY CONTROL
 PP1180  ______________________________________________________________________
 PP1180* NAD 83(1986) POSITION- 44 53 40.     (N) 093 16 28.     (W)   SCALED    
 PP1180* NAVD 88 ORTHO HEIGHT -   260.205  (meters)     853.69  (feet) ADJUSTED  
 PP1180  ______________________________________________________________________
 PP1180  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1180  DYNAMIC HEIGHT  -        260.197 (meters)      853.66  (feet) COMP
 PP1180  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 PP1180
 PP1180  VERT ORDER      -  SECOND    CLASS 0
 PP1180
 PP1180.The horizontal coordinates were scaled from a topographic map and have
 PP1180.an estimated accuracy of +/- 6 seconds.
 PP1180.
 PP1180.The orthometric height was determined by differential leveling and
 PP1180.adjusted in June 1991.
 PP1180
 PP1180.Photographs are available for this station.
 PP1180
 PP1180.The dynamic height is computed by dividing the NAVD 88
 PP1180.geopotential number by the normal gravity value computed on the
 PP1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1180.degrees latitude (g = 980.6199 gals.).
 PP1180
 PP1180.The modeled gravity was interpolated from observed gravity values.
 PP1180
 PP1180;                    North         East    Units  Estimated Accuracy
 PP1180;SPC MN S     -   310,750.      857,310.      MT  (+/- 180 meters Scaled)
 PP1180
 PP1180                          SUPERSEDED SURVEY CONTROL
 PP1180
 PP1180  NGVD 29 (??/??/92)  260.144  (m)          853.49   (f) ADJ UNCH    2 0
 PP1180
 PP1180.Superseded values are not recommended for survey control.
 PP1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1180.See file dsdata.txt to determine how the superseded data were derived.
 PP1180
 PP1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783712(NAD 83)
 PP1180
 PP1180_MARKER: DD = SURVEY DISK
 PP1180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1180_SP_SET: BRIDGE ABUTMENT
 PP1180_STAMPING: 2782 Q 2 1970
 PP1180_MARK LOGO: MNHD  
 PP1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1180
 PP1180  HISTORY     - Date     Condition        Report By
 PP1180  HISTORY     - 1970     MONUMENTED       MNHD
 PP1180  HISTORY     - 20070808 GOOD             MNDT
 PP1180
 PP1180                          STATION DESCRIPTION
 PP1180
 PP1180'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1180'IN MINNEAPOLIS.
 PP1180'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 4.8 MILES SOUTH OF THE WEST
 PP1180'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE NORTHWEST CORNER
 PP1180'OF BRIDGE NO. 27939, FAI 35W SOUTHBOUND OVER 60TH STREET.  SE 1/4
 PP1180'SECTION 22, T 28N, R 24W.
 PP1180
 PP1180                          STATION RECOVERY (2007)
 PP1180
 PP1180'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1180'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF HOPKINS,
 PP1180'6.0 MI (9.7 KM) SOUTH OF MINNEAPOLIS AND 3.9 MI (6.3 KM)
 PP1180'NORTH-NORTHEAST OF BLOOMINGTON.
 PP1180' 
 PP1180'TO REACH TO THE MARK IN MINNEAPOLIS, GO 4.8 MI (7.7 KM) SOUTH OF WEST
 PP1180'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1180'NORTHWEST CORNER OF INTERSTATE HIGHWAY 35W SOUTHBOUND BRIDGE 27939
 PP1180'OVER 60TH ST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1185 ***********************************************************************
 PP1185  DESIGNATION -  2782 T 3
 PP1185  PID         -  PP1185
 PP1185  STATE/COUNTY-  MN/HENNEPIN
 PP1185  COUNTRY     -  US
 PP1185  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1185
 PP1185                         *CURRENT SURVEY CONTROL
 PP1185  ______________________________________________________________________
 PP1185* NAD 83(1986) POSITION- 44 54 31.     (N) 093 16 30.     (W)   SCALED    
 PP1185* NAVD 88 ORTHO HEIGHT -   255.181  (meters)     837.21  (feet) ADJUSTED  
 PP1185  ______________________________________________________________________
 PP1185  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1185  DYNAMIC HEIGHT  -        255.173 (meters)      837.18  (feet) COMP
 PP1185  MODELED GRAVITY -    980,579.7   (mgal)                       NAVD 88
 PP1185
 PP1185  VERT ORDER      -  SECOND    CLASS 0
 PP1185
 PP1185.The horizontal coordinates were scaled from a topographic map and have
 PP1185.an estimated accuracy of +/- 6 seconds.
 PP1185.
 PP1185.The orthometric height was determined by differential leveling and
 PP1185.adjusted in June 1991.
 PP1185
 PP1185.Photographs are available for this station.
 PP1185
 PP1185.The dynamic height is computed by dividing the NAVD 88
 PP1185.geopotential number by the normal gravity value computed on the
 PP1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1185.degrees latitude (g = 980.6199 gals.).
 PP1185
 PP1185.The modeled gravity was interpolated from observed gravity values.
 PP1185
 PP1185;                    North         East    Units  Estimated Accuracy
 PP1185;SPC MN S     -   312,330.      857,250.      MT  (+/- 180 meters Scaled)
 PP1185
 PP1185                          SUPERSEDED SURVEY CONTROL
 PP1185
 PP1185  NGVD 29 (??/??/92)  255.120  (m)          837.01   (f) ADJ UNCH    2 0
 PP1185
 PP1185.Superseded values are not recommended for survey control.
 PP1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1185.See file dsdata.txt to determine how the superseded data were derived.
 PP1185
 PP1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK782728(NAD 83)
 PP1185
 PP1185_MARKER: DB = BENCH MARK DISK
 PP1185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1185_SP_SET: BRIDGE ABUTMENT
 PP1185_STAMPING: 2782 T 3 1970
 PP1185_MARK LOGO: MNHD  
 PP1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1185+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 PP1185
 PP1185  HISTORY     - Date     Condition        Report By
 PP1185  HISTORY     - 1970     MONUMENTED       MNHD
 PP1185  HISTORY     - 20010722 GOOD             USPSQD
 PP1185  HISTORY     - 20040221 GOOD             USPSQD
 PP1185  HISTORY     - 20070808 GOOD             MNDT
 PP1185
 PP1185                          STATION DESCRIPTION
 PP1185
 PP1185'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1185'IN MINNEAPOLIS.
 PP1185'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 3.9 MILES SOUTH OF THE WEST
 PP1185'JUNCTION OF FAI 35W AND FAI 94, ON THE WEST SIDE OF FAI 35W, IN THE
 PP1185'SOUTHEAST CORNER OF BRIDGE NO. 9612, STEVENS AVENUE OVER MINNEHAHA
 PP1185'CREEK.  SE 1/4 SECTION 15, T 28N, R 24W.
 PP1185
 PP1185                          STATION RECOVERY (2001)
 PP1185
 PP1185'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1185'RECOVERED IN GOOD CONDITION.
 PP1185
 PP1185                          STATION RECOVERY (2004)
 PP1185
 PP1185'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1185'RECOVERED IN GOOD CONDITION.
 PP1185
 PP1185                          STATION RECOVERY (2007)
 PP1185
 PP1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1185'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF HOPKINS, 5.0 MI
 PP1185'(8.0 KM) SOUTH OF MINNEAPOLIS AND 4.8 MI (7.7 KM) NORTH-NORTHEAST OF
 PP1185'BLOOMINGTON.
 PP1185' 
 PP1185'TO REACH TO THE MARK IN MINNEAPOLIS, GO 3.9 MI (6.3 KM) SOUTH OF WEST
 PP1185'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1185'SOUTHEAST CORNER OF STEVENS AVENUE BRIDGE 9612 OVER MINNEHAHA CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1186 ***********************************************************************
 PP1186  DESIGNATION -  2782 U
 PP1186  PID         -  PP1186
 PP1186  STATE/COUNTY-  MN/HENNEPIN
 PP1186  COUNTRY     -  US
 PP1186  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1186
 PP1186                         *CURRENT SURVEY CONTROL
 PP1186  ______________________________________________________________________
 PP1186* NAD 83(1986) POSITION- 44 54 44.     (N) 093 16 27.     (W)   SCALED    
 PP1186* NAVD 88 ORTHO HEIGHT -   265.200  (meters)     870.08  (feet) ADJUSTED  
 PP1186  ______________________________________________________________________
 PP1186  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1186  DYNAMIC HEIGHT  -        265.192 (meters)      870.05  (feet) COMP
 PP1186  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 PP1186
 PP1186  VERT ORDER      -  SECOND    CLASS 0
 PP1186
 PP1186.The horizontal coordinates were scaled from a topographic map and have
 PP1186.an estimated accuracy of +/- 6 seconds.
 PP1186.
 PP1186.The orthometric height was determined by differential leveling and
 PP1186.adjusted in June 1991.
 PP1186
 PP1186.Photographs are available for this station.
 PP1186
 PP1186.The dynamic height is computed by dividing the NAVD 88
 PP1186.geopotential number by the normal gravity value computed on the
 PP1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1186.degrees latitude (g = 980.6199 gals.).
 PP1186
 PP1186.The modeled gravity was interpolated from observed gravity values.
 PP1186
 PP1186;                    North         East    Units  Estimated Accuracy
 PP1186;SPC MN S     -   312,730.      857,310.      MT  (+/- 180 meters Scaled)
 PP1186
 PP1186                          SUPERSEDED SURVEY CONTROL
 PP1186
 PP1186  NGVD 29 (??/??/92)  265.139  (m)          869.88   (f) ADJ UNCH    2 0
 PP1186
 PP1186.Superseded values are not recommended for survey control.
 PP1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1186.See file dsdata.txt to determine how the superseded data were derived.
 PP1186
 PP1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783732(NAD 83)
 PP1186
 PP1186_MARKER: DD = SURVEY DISK
 PP1186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1186_SP_SET: BRIDGE ABUTMENT
 PP1186_STAMPING: 2782 U 1970
 PP1186_MARK LOGO: MNHD  
 PP1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1186
 PP1186  HISTORY     - Date     Condition        Report By
 PP1186  HISTORY     - 1970     MONUMENTED       MNHD
 PP1186  HISTORY     - 20010721 GOOD             USPSQD
 PP1186  HISTORY     - 20040221 GOOD             USPSQD
 PP1186  HISTORY     - 20070808 GOOD             MNDT
 PP1186
 PP1186                          STATION DESCRIPTION
 PP1186
 PP1186'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1186'IN MINNEAPOLIS.
 PP1186'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 3.7 MILES SOUTH OF THE WEST
 PP1186'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1186'OF BRIDGE NO. 9615, 50TH STREET OVER FAI 35W.  SE 1/4 SECTION 15, T
 PP1186'28N, R 24W.
 PP1186
 PP1186                          STATION RECOVERY (2001)
 PP1186
 PP1186'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1186'RECOVERED IN GOOD CONDITION.
 PP1186
 PP1186                          STATION RECOVERY (2004)
 PP1186
 PP1186'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1186'RECOVERED IN GOOD CONDITION.
 PP1186
 PP1186                          STATION RECOVERY (2007)
 PP1186
 PP1186'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1186'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF SAINT
 PP1186'PAUL, 5.1 MI (8.2 KM) NORTH-NORTHEAST OF BLOOMINGTON AND 4.7 MI (7.6
 PP1186'KM) SOUTH OF MINNEAPOLIS.
 PP1186' 
 PP1186'TO REACH TO THE MARK IN MINNEAPOLIS, GO 3.2 MI (5.1 KM) SOUTH OF WEST
 PP1186'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1186'SOUTHEAST CORNER OF 50TH ST BRIDGE 9615 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1187 ***********************************************************************
 PP1187  DESIGNATION -  2782 V
 PP1187  PID         -  PP1187
 PP1187  STATE/COUNTY-  MN/HENNEPIN
 PP1187  COUNTRY     -  US
 PP1187  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1187
 PP1187                         *CURRENT SURVEY CONTROL
 PP1187  ______________________________________________________________________
 PP1187* NAD 83(1986) POSITION- 44 55 10.     (N) 093 16 27.     (W)   SCALED    
 PP1187* NAVD 88 ORTHO HEIGHT -   258.634  (meters)     848.54  (feet) ADJUSTED  
 PP1187  ______________________________________________________________________
 PP1187  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1187  DYNAMIC HEIGHT  -        258.626 (meters)      848.51  (feet) COMP
 PP1187  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 PP1187
 PP1187  VERT ORDER      -  SECOND    CLASS 0
 PP1187
 PP1187.The horizontal coordinates were scaled from a topographic map and have
 PP1187.an estimated accuracy of +/- 6 seconds.
 PP1187.
 PP1187.The orthometric height was determined by differential leveling and
 PP1187.adjusted in June 1991.
 PP1187
 PP1187.Photographs are available for this station.
 PP1187
 PP1187.The dynamic height is computed by dividing the NAVD 88
 PP1187.geopotential number by the normal gravity value computed on the
 PP1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1187.degrees latitude (g = 980.6199 gals.).
 PP1187
 PP1187.The modeled gravity was interpolated from observed gravity values.
 PP1187
 PP1187;                    North         East    Units  Estimated Accuracy
 PP1187;SPC MN S     -   313,530.      857,310.      MT  (+/- 180 meters Scaled)
 PP1187
 PP1187                          SUPERSEDED SURVEY CONTROL
 PP1187
 PP1187  NGVD 29 (??/??/92)  258.574  (m)          848.34   (f) ADJ UNCH    2 0
 PP1187
 PP1187.Superseded values are not recommended for survey control.
 PP1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1187.See file dsdata.txt to determine how the superseded data were derived.
 PP1187
 PP1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK783740(NAD 83)
 PP1187
 PP1187_MARKER: DD = SURVEY DISK
 PP1187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1187_SP_SET: BRIDGE ABUTMENT
 PP1187_STAMPING: 2782 V 1970
 PP1187_MARK LOGO: MNHD  
 PP1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1187
 PP1187  HISTORY     - Date     Condition        Report By
 PP1187  HISTORY     - 1970     MONUMENTED       MNHD
 PP1187  HISTORY     - 20010721 GOOD             USPSQD
 PP1187  HISTORY     - 20040221 GOOD             USPSQD
 PP1187  HISTORY     - 20070808 GOOD             MNDT
 PP1187
 PP1187                          STATION DESCRIPTION
 PP1187
 PP1187'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1187'IN MINNEAPOLIS.
 PP1187'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 3.2 MILES SOUTH OF THE WEST
 PP1187'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1187'OF BRIDGE NO. 9617, 46TH STREET OVER FAI 35W.  NE 1/4 SECTION 15, T
 PP1187'28N, R 24W.
 PP1187
 PP1187                          STATION RECOVERY (2001)
 PP1187
 PP1187'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1187'RECOVERED IN GOOD CONDITION.
 PP1187
 PP1187                          STATION RECOVERY (2004)
 PP1187
 PP1187'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1187'RECOVERED IN GOOD CONDITION.
 PP1187
 PP1187                          STATION RECOVERY (2007)
 PP1187
 PP1187'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1187'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL, 5.6 MI
 PP1187'(9.0 KM) NORTH-NORTHEAST OF BLOOMINGTON AND 4.2 MI (6.8 KM) SOUTH OF
 PP1187'MINNEAPOLIS.
 PP1187' 
 PP1187'TO REACH TO THE MARK IN MINNEAPOLIS, GO 3.2 MI (5.1 KM) SOUTH OF WEST
 PP1187'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1187'SOUTHEAST CORNER OF 46TH STREET BRIDGE 9617 OVER INTERSTATE HIGHWAY
 PP1187'35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1188 ***********************************************************************
 PP1188  DESIGNATION -  2782 W
 PP1188  PID         -  PP1188
 PP1188  STATE/COUNTY-  MN/HENNEPIN
 PP1188  COUNTRY     -  US
 PP1188  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1188
 PP1188                         *CURRENT SURVEY CONTROL
 PP1188  ______________________________________________________________________
 PP1188* NAD 83(1986) POSITION- 44 55 36.50   (N) 093 16 27.46   (W)   HD_HELD1  
 PP1188* NAVD 88 ORTHO HEIGHT -   257.385  (meters)     844.44  (feet) ADJUSTED  
 PP1188  ______________________________________________________________________
 PP1188  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1188  DYNAMIC HEIGHT  -        257.377 (meters)      844.41  (feet) COMP
 PP1188  MODELED GRAVITY -    980,580.5   (mgal)                       NAVD 88
 PP1188
 PP1188  VERT ORDER      -  SECOND    CLASS 0
 PP1188
 PP1188.The horizontal coordinates were established by differentially corrected
 PP1188.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1188.
 PP1188.The orthometric height was determined by differential leveling and
 PP1188.adjusted in June 1991.
 PP1188
 PP1188.Photographs are available for this station.
 PP1188
 PP1188.The dynamic height is computed by dividing the NAVD 88
 PP1188.geopotential number by the normal gravity value computed on the
 PP1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1188.degrees latitude (g = 980.6199 gals.).
 PP1188
 PP1188.The modeled gravity was interpolated from observed gravity values.
 PP1188
 PP1188;                    North         East    Units  Estimated Accuracy
 PP1188;SPC MN S     -   314,347.3     857,288.7     MT  (+/- 3 meters HH1 GPS) 
 PP1188
 PP1188                          SUPERSEDED SURVEY CONTROL
 PP1188
 PP1188  NGVD 29 (??/??/92)  257.325  (m)          844.24   (f) ADJ UNCH    2 0
 PP1188
 PP1188.Superseded values are not recommended for survey control.
 PP1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1188.See file dsdata.txt to determine how the superseded data were derived.
 PP1188
 PP1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835374856(NAD 83)
 PP1188
 PP1188_MARKER: DB = BENCH MARK DISK
 PP1188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1188_SP_SET: BRIDGE ABUTMENT
 PP1188_STAMPING: 2782 W 1970
 PP1188_MARK LOGO: MNHD  
 PP1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1188
 PP1188  HISTORY     - Date     Condition        Report By
 PP1188  HISTORY     - 1970     MONUMENTED       MNHD
 PP1188  HISTORY     - 20010721 GOOD             USPSQD
 PP1188  HISTORY     - 20040221 GOOD             USPSQD
 PP1188  HISTORY     - 20070808 GOOD             MNDT
 PP1188
 PP1188                          STATION DESCRIPTION
 PP1188
 PP1188'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1188'IN MINNEAPOLIS.
 PP1188'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 2.75 MILES SOUTH OF THE WEST
 PP1188'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1188'OF BRIDGE NO. 9616, 42ND STREET OVER FAI 35W.  SE 1/4 SECTION 10, T
 PP1188'28N, R 24W.
 PP1188
 PP1188                          STATION RECOVERY (2001)
 PP1188
 PP1188'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1188'RECOVERED IN GOOD CONDITION.
 PP1188
 PP1188                          STATION RECOVERY (2004)
 PP1188
 PP1188'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1188'RECOVERED IN GOOD CONDITION.
 PP1188
 PP1188                          STATION RECOVERY (2007)
 PP1188
 PP1188'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1188'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) WEST OF SAINT PAUL, 6.0 MI
 PP1188'(9.7 KM) NORTH OF BLOOMINGTON AND 3.7 MI (6.0 KM) SOUTH OF
 PP1188'MINNEAPOLIS.
 PP1188' 
 PP1188'TO REACH TO THE MARK IN MINNEAPOLIS, 2.75 MI (4.4 KM) SOUTH OF WEST
 PP1188'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1188'SOUTHEAST CORNER OF 42ND STREET BRIDGE 9616 OVER INTERSTATE HIGHWAY
 PP1188'35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1189 ***********************************************************************
 PP1189  DESIGNATION -  2782 X
 PP1189  PID         -  PP1189
 PP1189  STATE/COUNTY-  MN/HENNEPIN
 PP1189  COUNTRY     -  US
 PP1189  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1189
 PP1189                         *CURRENT SURVEY CONTROL
 PP1189  ______________________________________________________________________
 PP1189* NAD 83(1986) POSITION- 44 55 49.52   (N) 093 16 27.03   (W)   HD_HELD1  
 PP1189* NAVD 88 ORTHO HEIGHT -   259.627  (meters)     851.79  (feet) ADJUSTED  
 PP1189  ______________________________________________________________________
 PP1189  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1189  DYNAMIC HEIGHT  -        259.619 (meters)      851.77  (feet) COMP
 PP1189  MODELED GRAVITY -    980,580.8   (mgal)                       NAVD 88
 PP1189
 PP1189  VERT ORDER      -  SECOND    CLASS 0
 PP1189
 PP1189.The horizontal coordinates were established by differentially corrected
 PP1189.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1189.
 PP1189.The orthometric height was determined by differential leveling and
 PP1189.adjusted in June 1991.
 PP1189
 PP1189.Photographs are available for this station.
 PP1189
 PP1189.The dynamic height is computed by dividing the NAVD 88
 PP1189.geopotential number by the normal gravity value computed on the
 PP1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1189.degrees latitude (g = 980.6199 gals.).
 PP1189
 PP1189.The modeled gravity was interpolated from observed gravity values.
 PP1189
 PP1189;                    North         East    Units  Estimated Accuracy
 PP1189;SPC MN S     -   314,749.2     857,294.6     MT  (+/- 3 meters HH1 GPS) 
 PP1189
 PP1189                          SUPERSEDED SURVEY CONTROL
 PP1189
 PP1189  NGVD 29 (??/??/92)  259.566  (m)          851.59   (f) ADJ UNCH    2 0
 PP1189
 PP1189.Superseded values are not recommended for survey control.
 PP1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1189.See file dsdata.txt to determine how the superseded data were derived.
 PP1189
 PP1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7836475257(NAD 83)
 PP1189
 PP1189_MARKER: DB = BENCH MARK DISK
 PP1189_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1189_SP_SET: BRIDGE ABUTMENT
 PP1189_STAMPING: 2782 X 1970
 PP1189_MARK LOGO: MNHD  
 PP1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1189+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 PP1189
 PP1189  HISTORY     - Date     Condition        Report By
 PP1189  HISTORY     - 1970     MONUMENTED       MNHD
 PP1189  HISTORY     - 20010721 GOOD             USPSQD
 PP1189  HISTORY     - 20040221 GOOD             USPSQD
 PP1189  HISTORY     - 20070829 GOOD             MNDT
 PP1189
 PP1189                          STATION DESCRIPTION
 PP1189
 PP1189'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1189'IN MINNEAPOLIS.
 PP1189'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 2.5 MILES SOUTH OF THE WEST
 PP1189'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1189'OF BRIDGE NO. 9618, 40TH STREET OVER FAI 35W.  NE 1/4 SECTION 10, T
 PP1189'28N, R 24W.
 PP1189
 PP1189                          STATION RECOVERY (2001)
 PP1189
 PP1189'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1189'RECOVERED IN GOOD CONDITION.
 PP1189
 PP1189                          STATION RECOVERY (2004)
 PP1189
 PP1189'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1189'RECOVERED IN GOOD CONDITION.
 PP1189
 PP1189                          STATION RECOVERY (2007)
 PP1189
 PP1189'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1189'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.3 MI
 PP1189'(10.1 KM) NORTH OF BLOOMINGTON AND 3.5 MI (5.6 KM) SOUTH OF
 PP1189'MINNEAPOLIS.
 PP1189' 
 PP1189'TO REACH TO THE MARK IN MINNEAPOLIS, GO 2.5 MI (4.0 KM) SOUTH OF WEST
 PP1189'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, 1 BLOCK
 PP1189'EAST ALONG 36TH STREET FROM THE JUNCTION OF 36TH STREET AND INTERSTATE
 PP1189'HIGHWAY 35W, THEN 4 BLOCKS SOUTH ON SOUTH SECOND AVENUE TO PEDESTRIAN
 PP1189'BRIDGE AT CORNER OF SOUTH SECOND AVENUE AND 40TH STREET, IN SOUTHEAST
 PP1189'CORNER OF PEDESTRIAN BRIDGE 9618 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1190 ***********************************************************************
 PP1190  DESIGNATION -  2782 Y
 PP1190  PID         -  PP1190
 PP1190  STATE/COUNTY-  MN/HENNEPIN
 PP1190  COUNTRY     -  US
 PP1190  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1190
 PP1190                         *CURRENT SURVEY CONTROL
 PP1190  ______________________________________________________________________
 PP1190* NAD 83(1986) POSITION- 44 56 02.60   (N) 093 16 27.31   (W)   HD_HELD1  
 PP1190* NAVD 88 ORTHO HEIGHT -   263.117  (meters)     863.24  (feet) ADJUSTED  
 PP1190  ______________________________________________________________________
 PP1190  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1190  DYNAMIC HEIGHT  -        263.109 (meters)      863.22  (feet) COMP
 PP1190  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 PP1190
 PP1190  VERT ORDER      -  SECOND    CLASS 0
 PP1190
 PP1190.The horizontal coordinates were established by differentially corrected
 PP1190.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1190.
 PP1190.The orthometric height was determined by differential leveling and
 PP1190.adjusted in June 1991.
 PP1190
 PP1190.Photographs are available for this station.
 PP1190
 PP1190.The dynamic height is computed by dividing the NAVD 88
 PP1190.geopotential number by the normal gravity value computed on the
 PP1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1190.degrees latitude (g = 980.6199 gals.).
 PP1190
 PP1190.The modeled gravity was interpolated from observed gravity values.
 PP1190
 PP1190;                    North         East    Units  Estimated Accuracy
 PP1190;SPC MN S     -   315,152.9     857,284.9     MT  (+/- 3 meters HH1 GPS) 
 PP1190
 PP1190                          SUPERSEDED SURVEY CONTROL
 PP1190
 PP1190  NGVD 29 (??/??/92)  263.056  (m)          863.04   (f) ADJ UNCH    2 0
 PP1190
 PP1190.Superseded values are not recommended for survey control.
 PP1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1190.See file dsdata.txt to determine how the superseded data were derived.
 PP1190
 PP1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835975661(NAD 83)
 PP1190
 PP1190_MARKER: DB = BENCH MARK DISK
 PP1190_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1190_SP_SET: BRIDGE ABUTMENT
 PP1190_STAMPING: 2782 Y 1970
 PP1190_MARK LOGO: MNHD  
 PP1190_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1190+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 PP1190
 PP1190  HISTORY     - Date     Condition        Report By
 PP1190  HISTORY     - 1970     MONUMENTED       MNHD
 PP1190  HISTORY     - 20010721 GOOD             USPSQD
 PP1190  HISTORY     - 20040221 GOOD             USPSQD
 PP1190  HISTORY     - 20070829 GOOD             MNDT
 PP1190
 PP1190                          STATION DESCRIPTION
 PP1190
 PP1190'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1190'IN MINNEAPOLIS.
 PP1190'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 2.2 MILES SOUTH OF THE WEST
 PP1190'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1190'OF BRIDGE NO. 9619, 38TH STREET OVER FAI 35W.  NE 1/4 SECTION 10, T
 PP1190'28N, R 24W.
 PP1190
 PP1190                          STATION RECOVERY (2001)
 PP1190
 PP1190'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1190'RECOVERED IN GOOD CONDITION.
 PP1190
 PP1190                          STATION RECOVERY (2004)
 PP1190
 PP1190'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1190'RECOVERED IN GOOD CONDITION.
 PP1190
 PP1190                          STATION RECOVERY (2007)
 PP1190
 PP1190'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1190'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.5 MI
 PP1190'(10.5 KM) NORTH OF BLOOMINGTON AND 3.2 MI (5.1 KM) SOUTH OF
 PP1190'MINNEAPOLIS.
 PP1190' 
 PP1190'TO REACH TO THE MARK IN MINNEAPOLIS, GO 2.2 MI (3.5 KM) SOUTH OF WEST
 PP1190'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1190'SOUTHEAST CORNER OF 38TH ST BRIDGE 9619 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1191 ***********************************************************************
 PP1191  DESIGNATION -  2782 Z 1
 PP1191  PID         -  PP1191
 PP1191  STATE/COUNTY-  MN/HENNEPIN
 PP1191  COUNTRY     -  US
 PP1191  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1191
 PP1191                         *CURRENT SURVEY CONTROL
 PP1191  ______________________________________________________________________
 PP1191* NAD 83(1986) POSITION- 44 56 15.59   (N) 093 16 27.50   (W)   HD_HELD1  
 PP1191* NAVD 88 ORTHO HEIGHT -   261.413  (meters)     857.65  (feet) ADJUSTED  
 PP1191  ______________________________________________________________________
 PP1191  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1191  DYNAMIC HEIGHT  -        261.405 (meters)      857.63  (feet) COMP
 PP1191  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 PP1191
 PP1191  VERT ORDER      -  SECOND    CLASS 0
 PP1191
 PP1191.The horizontal coordinates were established by differentially corrected
 PP1191.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1191.
 PP1191.The orthometric height was determined by differential leveling and
 PP1191.adjusted in June 1991.
 PP1191
 PP1191.Photographs are available for this station.
 PP1191
 PP1191.The dynamic height is computed by dividing the NAVD 88
 PP1191.geopotential number by the normal gravity value computed on the
 PP1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1191.degrees latitude (g = 980.6199 gals.).
 PP1191
 PP1191.The modeled gravity was interpolated from observed gravity values.
 PP1191
 PP1191;                    North         East    Units  Estimated Accuracy
 PP1191;SPC MN S     -   315,553.8     857,277.2     MT  (+/- 3 meters HH1 GPS) 
 PP1191
 PP1191                          SUPERSEDED SURVEY CONTROL
 PP1191
 PP1191  NGVD 29 (??/??/92)  261.352  (m)          857.45   (f) ADJ UNCH    2 0
 PP1191
 PP1191.Superseded values are not recommended for survey control.
 PP1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1191.See file dsdata.txt to determine how the superseded data were derived.
 PP1191
 PP1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835776062(NAD 83)
 PP1191
 PP1191_MARKER: DB = BENCH MARK DISK
 PP1191_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1191_SP_SET: BRIDGE ABUTMENT
 PP1191_STAMPING: 2782 Z 1 1970
 PP1191_MARK LOGO: MNHD  
 PP1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1191+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 PP1191
 PP1191  HISTORY     - Date     Condition        Report By
 PP1191  HISTORY     - 1970     MONUMENTED       MNHD
 PP1191  HISTORY     - 1987     GOOD             USPSQD
 PP1191  HISTORY     - 1991     GOOD             USPSQD
 PP1191  HISTORY     - 20010721 GOOD             USPSQD
 PP1191  HISTORY     - 20040221 GOOD             USPSQD
 PP1191  HISTORY     - 20070827 GOOD             MNDT
 PP1191
 PP1191                          STATION DESCRIPTION
 PP1191
 PP1191'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1191'IN MINNEAPOLIS.
 PP1191'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 2.0 MILES SOUTH OF THE WEST
 PP1191'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1191'OF BRIDGE NO. 9620, 36TH STREET OVER FAI 35W.  SE 1/4 SECTION 3, T
 PP1191'28N, R 24W.
 PP1191
 PP1191                          STATION RECOVERY (1987)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (1991)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (2001)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (2004)
 PP1191
 PP1191'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1191'RECOVERED IN GOOD CONDITION.
 PP1191
 PP1191                          STATION RECOVERY (2007)
 PP1191
 PP1191'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1191'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.8 MI
 PP1191'(10.9 KM) NORTH OF BLOOMINGTON AND 3.0 MI (4.8 KM) SOUTH OF
 PP1191'MINNEAPOLIS.
 PP1191' 
 PP1191'TO REACH TO THE MARK IN MINNEAPOLIS, GO 2.0 MI (3.2 KM) SOUTH OF WEST
 PP1191'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1191'SOUTHEAST CORNER OF 36TH ST BRIDGE 9620 OVER INTERSTATE HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1192 ***********************************************************************
 PP1192  DESIGNATION -  2782 Z 2
 PP1192  PID         -  PP1192
 PP1192  STATE/COUNTY-  MN/HENNEPIN
 PP1192  COUNTRY     -  US
 PP1192  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1192
 PP1192                         *CURRENT SURVEY CONTROL
 PP1192  ______________________________________________________________________
 PP1192* NAD 83(1986) POSITION- 44 56 22.09   (N) 093 16 27.51   (W)   HD_HELD1  
 PP1192* NAVD 88 ORTHO HEIGHT -   261.727  (meters)     858.68  (feet) ADJUSTED  
 PP1192  ______________________________________________________________________
 PP1192  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1192  DYNAMIC HEIGHT  -        261.720 (meters)      858.66  (feet) COMP
 PP1192  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 PP1192
 PP1192  VERT ORDER      -  SECOND    CLASS 0
 PP1192
 PP1192.The horizontal coordinates were established by differentially corrected
 PP1192.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1192.
 PP1192.The orthometric height was determined by differential leveling and
 PP1192.adjusted in June 1991.
 PP1192
 PP1192.Photographs are available for this station.
 PP1192
 PP1192.The dynamic height is computed by dividing the NAVD 88
 PP1192.geopotential number by the normal gravity value computed on the
 PP1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1192.degrees latitude (g = 980.6199 gals.).
 PP1192
 PP1192.The modeled gravity was interpolated from observed gravity values.
 PP1192
 PP1192;                    North         East    Units  Estimated Accuracy
 PP1192;SPC MN S     -   315,754.5     857,275.2     MT  (+/- 3 meters HH1 GPS) 
 PP1192
 PP1192                          SUPERSEDED SURVEY CONTROL
 PP1192
 PP1192  NGVD 29 (??/??/92)  261.667  (m)          858.49   (f) ADJ UNCH    2 0
 PP1192
 PP1192.Superseded values are not recommended for survey control.
 PP1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1192.See file dsdata.txt to determine how the superseded data were derived.
 PP1192
 PP1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7835776262(NAD 83)
 PP1192
 PP1192_MARKER: DB = BENCH MARK DISK
 PP1192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1192_SP_SET: BRIDGE ABUTMENT
 PP1192_STAMPING: 2782 Z 2 1970
 PP1192_MARK LOGO: MNHD  
 PP1192_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1192+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 PP1192
 PP1192  HISTORY     - Date     Condition        Report By
 PP1192  HISTORY     - 1970     MONUMENTED       MNHD
 PP1192  HISTORY     - 1987     GOOD             USPSQD
 PP1192  HISTORY     - 1991     GOOD             USPSQD
 PP1192  HISTORY     - 20010721 GOOD             USPSQD
 PP1192  HISTORY     - 20040221 GOOD             USPSQD
 PP1192  HISTORY     - 20070827 GOOD             MNDT
 PP1192
 PP1192                          STATION DESCRIPTION
 PP1192
 PP1192'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1192'IN MINNEAPOLIS.
 PP1192'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 1.8 MILES SOUTH OF THE WEST
 PP1192'JUNCTION OF FAI 35W AND FAI 94 IN MINNEAPOLIS, IN THE SOUTHEAST CORNER
 PP1192'OF BRIDGE NO. 9621, 35TH STREET OVER FAI 35W.  SE 1/4 SECTION 3, T
 PP1192'28N, R 24W.
 PP1192
 PP1192                          STATION RECOVERY (1987)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 1987 (TZ)
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (1991)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 1991 (TJZ)
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (2001)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (2004)
 PP1192
 PP1192'RECOVERY NOTE BY US POWER SQUADRON 2004
 PP1192'RECOVERED IN GOOD CONDITION.
 PP1192
 PP1192                          STATION RECOVERY (2007)
 PP1192
 PP1192'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1192'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) WEST OF SAINT PAUL, 6.9 MI
 PP1192'(11.1 KM) NORTH OF BLOOMINGTON AND 2.8 MI (4.5 KM) SOUTH OF
 PP1192'MINNEAPOLIS.
 PP1192' 
 PP1192'TO REACH TO THE MARK IN MINNEAPOLIS, GO 1.8 MI (2.9 KM) SOUTH OF WEST
 PP1192'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1192'SOUTHEAST CORNER OF 35TH STREET BRIDGE 9621 OVER INTERSTATE HIGHWAY
 PP1192'35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0997 ***********************************************************************
 PP0997  DESIGNATION -  2783 A
 PP0997  PID         -  PP0997
 PP0997  STATE/COUNTY-  MN/HENNEPIN
 PP0997  COUNTRY     -  US
 PP0997  USGS QUAD   -  ST PAUL WEST (1993)
 PP0997
 PP0997                         *CURRENT SURVEY CONTROL
 PP0997  ______________________________________________________________________
 PP0997* NAD 83(1986) POSITION- 44 58 55.     (N) 093 14 34.     (W)   SCALED    
 PP0997* NAVD 88 ORTHO HEIGHT -   252.677  (meters)     828.99  (feet) ADJUSTED  
 PP0997  ______________________________________________________________________
 PP0997  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP0997  DYNAMIC HEIGHT  -        252.671 (meters)      828.97  (feet) COMP
 PP0997  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP0997
 PP0997  VERT ORDER      -  FIRST     CLASS I
 PP0997
 PP0997.The horizontal coordinates were scaled from a topographic map and have
 PP0997.an estimated accuracy of +/- 6 seconds.
 PP0997.
 PP0997.The orthometric height was determined by differential leveling and
 PP0997.adjusted in June 1991.
 PP0997
 PP0997.Photographs are available for this station.
 PP0997
 PP0997.The dynamic height is computed by dividing the NAVD 88
 PP0997.geopotential number by the normal gravity value computed on the
 PP0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0997.degrees latitude (g = 980.6199 gals.).
 PP0997
 PP0997.The modeled gravity was interpolated from observed gravity values.
 PP0997
 PP0997;                    North         East    Units  Estimated Accuracy
 PP0997;SPC MN S     -   320,500.      859,720.      MT  (+/- 180 meters Scaled)
 PP0997
 PP0997                          SUPERSEDED SURVEY CONTROL
 PP0997
 PP0997  NGVD 29 (??/??/92)  252.621  (m)          828.81   (f) ADJ UNCH    1 1
 PP0997
 PP0997.Superseded values are not recommended for survey control.
 PP0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0997.See file dsdata.txt to determine how the superseded data were derived.
 PP0997
 PP0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK808809(NAD 83)
 PP0997
 PP0997_MARKER: DB = BENCH MARK DISK
 PP0997_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0997_SP_SET: BRIDGE ABUTMENT
 PP0997_STAMPING: 2783 A 1970
 PP0997_MARK LOGO: MNHD  
 PP0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0997+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2008
 PP0997
 PP0997  HISTORY     - Date     Condition        Report By
 PP0997  HISTORY     - 1970     MONUMENTED       MNHD
 PP0997  HISTORY     - 1973     GOOD             MNDT
 PP0997  HISTORY     - 19861001 GOOD             USPSQD
 PP0997  HISTORY     - 1989     GOOD             USPSQD
 PP0997  HISTORY     - 19940822 GOOD             USPSQD
 PP0997  HISTORY     - 20070627 GOOD             MNDT
 PP0997  HISTORY     - 20080901 GOOD             MNDT
 PP0997
 PP0997                          STATION DESCRIPTION
 PP0997
 PP0997'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP0997'IN MINNEAPOLIS.
 PP0997'THE MARK IS APPROXIMATELY 3.2 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP0997'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN
 PP0997'ROSEVILLE, AND IS APPROXIMATELY 1.3 MILES NORTHEASTERLY ALONG
 PP0997'INTERSTATE 35W FROM THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W
 PP0997'IN MINNEAPOLIS.  IT IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER
 PP0997'27882 (UNIVERSITY AVENUE SOUTHEAST OVER INTERSTATE 35W) AND IS ABOUT
 PP0997'LEVEL WITH THE SIDEWALK.  SE 1/4, SEC 24, T 29N, R 24W.
 PP0997
 PP0997                          STATION RECOVERY (1986)
 PP0997
 PP0997'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP0997'RECOVERED IN GOOD CONDITION.
 PP0997
 PP0997                          STATION RECOVERY (1989)
 PP0997
 PP0997'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP0997'RECOVERED IN GOOD CONDITION.
 PP0997
 PP0997                          STATION RECOVERY (1994)
 PP0997
 PP0997'RECOVERY NOTE BY US POWER SQUADRON 1994
 PP0997'RECOVERED IN GOOD CONDITION.
 PP0997
 PP0997                          STATION RECOVERY (2007)
 PP0997
 PP0997'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP0997'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP0997'PAUL, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6
 PP0997'KM) EAST OF MINNEAPOLIS.
 PP0997' 
 PP0997'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 3.2 MI (5.1 KM)
 PP0997'SOUTHWEST ALONG INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE
 PP0997'HIGHWAY 35W AND TRUNK HIGHWAY 280 IN ROSEVILLE, 1.3 MI (2.1 KM)
 PP0997'NORTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE
 PP0997'HIGHWAY 35W AND INTERSTATE HIGHWAY 94 IN MINNEAPOLIS, IN SOUTHEAST
 PP0997'CORNER OF UNIVERSITY AVENUE SOUTHEAST BRIDGE 27882 OVER INTERSTATE
 PP0997'HIGHWAY 35W.
 PP0997
 PP0997                          STATION RECOVERY (2008)
 PP0997
 PP0997'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (BH)
 PP0997'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP0997'PAUL, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6
 PP0997'KM) EAST OF MINNEAPOLIS.
 PP0997' 
 PP0997'TO REACH TO THE MARK GO IN SOUTHEAST MINNEAPOLIS, 3.2 MI (5.1 KM)
 PP0997'SOUTHWEST ALONG INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE
 PP0997'HIGHWAY 35W AND TRUNK HIGHWAY 280 IN ROSEVILLE, 1.3 MI (2.1 KM)
 PP0997'NORTHEAST ALONG INTERSTATE HIGHWAY 35W FROM THE JUNCTION OF INTERSTATE
 PP0997'HIGHWAY 35W AND INTERSTATE HIGHWAY 94 IN MINNEAPOLIS, IN SOUTHEAST
 PP0997'CORNER OF UNIVERSITY AVENUE SOUTHEAST BRIDGE 27882 OVER INTERSTATE
 PP0997'HIGHWAY 35W
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4496 ***********************************************************************
 DM4496  DESIGNATION -  2783 A 1
 DM4496  PID         -  DM4496
 DM4496  STATE/COUNTY-  MN/HENNEPIN
 DM4496  COUNTRY     -  US
 DM4496  USGS QUAD   -  ST PAUL WEST (1993)
 DM4496
 DM4496                         *CURRENT SURVEY CONTROL
 DM4496  ______________________________________________________________________
 DM4496* NAD 83(1986) POSITION- 44 58 43.4    (N) 093 14 24.6    (W)   HD_HELD2  
 DM4496* NAVD 88 ORTHO HEIGHT -   248.264  (meters)     814.51  (feet) ADJUSTED  
 DM4496  ______________________________________________________________________
 DM4496  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DM4496  DYNAMIC HEIGHT  -        248.258 (meters)      814.49  (feet) COMP
 DM4496  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DM4496
 DM4496  VERT ORDER      -  SECOND    CLASS I
 DM4496
 DM4496.The horizontal coordinates were established by autonomous hand held GPS
 DM4496.observations and have an estimated accuracy of +/- 10 meters.
 DM4496.
 DM4496.The orthometric height was determined by differential leveling and
 DM4496.adjusted in July 2011.
 DM4496
 DM4496.Photographs are available for this station.
 DM4496
 DM4496.The dynamic height is computed by dividing the NAVD 88
 DM4496.geopotential number by the normal gravity value computed on the
 DM4496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4496.degrees latitude (g = 980.6199 gals.).
 DM4496
 DM4496.The modeled gravity was interpolated from observed gravity values.
 DM4496
 DM4496;                    North         East    Units  Estimated Accuracy
 DM4496;SPC MN S     -   320,141.      859,929.      MT  (+/- 10 meters HH2 GPS)
 DM4496
 DM4496                          SUPERSEDED SURVEY CONTROL
 DM4496
 DM4496.No superseded survey control is available for this station.
 DM4496
 DM4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8106480614(NAD 83)
 DM4496
 DM4496_MARKER: DD = SURVEY DISK
 DM4496_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4496_SP_SET: ABUTMENT
 DM4496_STAMPING: 2781 A 1 2007
 DM4496_MARK LOGO: MNDT  
 DM4496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4496+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DM4496
 DM4496  HISTORY     - Date     Condition        Report By
 DM4496  HISTORY     - 20070913 MONUMENTED       MNDT
 DM4496
 DM4496                          STATION DESCRIPTION
 DM4496
 DM4496'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4496'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 DM4496'PAUL, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4496'EASTERN-SOUTHEASTERN MINNEAPOLIS.
 DM4496' 
 DM4496'TO REACH THE FROM THE JUNCTION OF SOUTH WASHINGTON AVENUE AND CEDAR
 DM4496'AVENUE IN MINNEAPOLIS GO 0.10 MI (0.2 KM) NORTHEAST ALONG SOUTH
 DM4496'WASHINGTON AVENUE, THENCE 1 BLOCK NORTH ON SOUTH 19TH AVENUE, THENCE
 DM4496'0.10 MI (0.2 KM) NORTH ON SOUTH 19TH AVENUE, THENCE 1 BLOCK EAST ON
 DM4496'SOUTH FIRST STREET, THENCE 1 BLOCK NORTH ON SOUTH 20TH AVENUE, THENCE
 DM4496'0.25 MI (0.4 KM) NORTHEAST ON THE PEDESTRIAN BRIDGE NUMBER 94246 OVER
 DM4496'THE MISSISSIPPI RIVER.
 DM4496' 
 DM4496'THE MARK IS FOUND IN THE NORTHEAST CORNER OF THE PEDESTRIAN BRIDGE'S
 DM4496'ABUTMENT, 12.0 FT (3.7 M) SOUTHEAST OF THE WALKWAY'S CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4495 ***********************************************************************
 DM4495  DESIGNATION -  2783 A 2
 DM4495  PID         -  DM4495
 DM4495  STATE/COUNTY-  MN/HENNEPIN
 DM4495  COUNTRY     -  US
 DM4495  USGS QUAD   -  ST PAUL WEST (1993)
 DM4495
 DM4495                         *CURRENT SURVEY CONTROL
 DM4495  ______________________________________________________________________
 DM4495* NAD 83(1986) POSITION- 44 58 35.44   (N) 093 14 32.60   (W)   HD_HELD1  
 DM4495* NAVD 88 ORTHO HEIGHT -   248.284  (meters)     814.58  (feet) ADJUSTED  
 DM4495  ______________________________________________________________________
 DM4495  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DM4495  DYNAMIC HEIGHT  -        248.278 (meters)      814.56  (feet) COMP
 DM4495  MODELED GRAVITY -    980,583.3   (mgal)                       NAVD 88
 DM4495
 DM4495  VERT ORDER      -  SECOND    CLASS I
 DM4495
 DM4495.The horizontal coordinates were established by differentially corrected
 DM4495.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4495.
 DM4495.The orthometric height was determined by differential leveling and
 DM4495.adjusted in July 2011.
 DM4495
 DM4495.Photographs are available for this station.
 DM4495
 DM4495.The dynamic height is computed by dividing the NAVD 88
 DM4495.geopotential number by the normal gravity value computed on the
 DM4495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4495.degrees latitude (g = 980.6199 gals.).
 DM4495
 DM4495.The modeled gravity was interpolated from observed gravity values.
 DM4495
 DM4495;                    North         East    Units  Estimated Accuracy
 DM4495;SPC MN S     -   319,893.4     859,756.2     MT  (+/- 3 meters HH1 GPS) 
 DM4495
 DM4495                          SUPERSEDED SURVEY CONTROL
 DM4495
 DM4495.No superseded survey control is available for this station.
 DM4495
 DM4495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8088880369(NAD 83)
 DM4495
 DM4495_MARKER: DD = SURVEY DISK
 DM4495_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4495_SP_SET: ABUTMENT
 DM4495_STAMPING: 2781 A 2 2007
 DM4495_MARK LOGO: MNDT  
 DM4495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4495+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 DM4495
 DM4495  HISTORY     - Date     Condition        Report By
 DM4495  HISTORY     - 20070913 MONUMENTED       MNDT
 DM4495
 DM4495                          STATION DESCRIPTION
 DM4495
 DM4495'DESCRIBED BY MN DEPT OF TRANSP 2007 (MMP)
 DM4495'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 DM4495'PAUL, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4495'EASTERN-SOUTHEASTERN MINNEAPOLIS.
 DM4495' 
 DM4495'TO REACH THE FROM THE JUNCTION OF SOUTH WASHINGTON AVENUE AND CEDAR
 DM4495'AVENUE IN MINNEAPOLIS GO 0.10 MI (0.2 KM) NORTHEAST ALONG SOUTH
 DM4495'WASHINGTON AVENUE, THENCE 1 BLOCK NORTH ON SOUTH 19TH AVENUE, THENCE
 DM4495'0.10 MI (0.2 KM) NORTH ON SOUTH 19TH AVENUE, THENCE 1 BLOCK EAST ON
 DM4495'SOUTH FIRST STREET, THENCE 1 BLOCK NORTH ON SOUTH 20TH AVENUE, THENCE
 DM4495'365 FT (111.3 M) NORTHEAST TO THE PEDESTRIAN BRIDGE NUMBER 94246 OVER
 DM4495'THE MISSISSIPPI RIVER AND MARK TO THE RIGHT.
 DM4495' 
 DM4495'THE MARK IS FOUND IN THE SOUTHWEST CORNER OF THE PEDESTRIAN BRIDGE'S
 DM4495'ABUTMENT, 12.0 FT (3.7 M) SOUTHEAST OF THE WALKWAY'S CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4497 ***********************************************************************
 DM4497  DESIGNATION -  2783 A 3
 DM4497  PID         -  DM4497
 DM4497  STATE/COUNTY-  MN/HENNEPIN
 DM4497  COUNTRY     -  US
 DM4497  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DM4497
 DM4497                         *CURRENT SURVEY CONTROL
 DM4497  ______________________________________________________________________
 DM4497* NAD 83(1986) POSITION- 44 58 52.23   (N) 093 15 02.92   (W)   HD_HELD1  
 DM4497* NAVD 88 ORTHO HEIGHT -   246.183  (meters)     807.69  (feet) ADJUSTED  
 DM4497  ______________________________________________________________________
 DM4497  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DM4497  DYNAMIC HEIGHT  -        246.177 (meters)      807.67  (feet) COMP
 DM4497  MODELED GRAVITY -    980,584.2   (mgal)                       NAVD 88
 DM4497
 DM4497  VERT ORDER      -  SECOND    CLASS I
 DM4497
 DM4497.The horizontal coordinates were established by differentially corrected
 DM4497.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4497.
 DM4497.The orthometric height was determined by differential leveling and
 DM4497.adjusted in July 2011.
 DM4497
 DM4497.No vertical observational check was made to the station.
 DM4497
 DM4497.Photographs are available for this station.
 DM4497
 DM4497.The dynamic height is computed by dividing the NAVD 88
 DM4497.geopotential number by the normal gravity value computed on the
 DM4497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4497.degrees latitude (g = 980.6199 gals.).
 DM4497
 DM4497.The modeled gravity was interpolated from observed gravity values.
 DM4497
 DM4497;                    North         East    Units  Estimated Accuracy
 DM4497;SPC MN S     -   320,405.6     859,087.1     MT  (+/- 3 meters HH1 GPS) 
 DM4497
 DM4497                          SUPERSEDED SURVEY CONTROL
 DM4497
 DM4497.No superseded survey control is available for this station.
 DM4497
 DM4497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8022580889(NAD 83)
 DM4497
 DM4497_MARKER: DD = SURVEY DISK
 DM4497_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4497_SP_SET: BRIDGE RAIL
 DM4497_STAMPING: 2781 A 3 2007
 DM4497_MARK LOGO: MNDT  
 DM4497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4497+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 DM4497
 DM4497  HISTORY     - Date     Condition        Report By
 DM4497  HISTORY     - 20070830 MONUMENTED       MNDT
 DM4497
 DM4497                          STATION DESCRIPTION
 DM4497
 DM4497'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4497'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF SAINT
 DM4497'PAUL, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN EASTERN
 DM4497'MINNEAPOLIS.
 DM4497' 
 DM4497'TO REACH THE MARK FROM THE JUNCTION OF FOURTH AVENUE AND INTERSTATE
 DM4497'35W IN MINNEAPOLIS GO 0.20 MI (0.3 KM) NORTHWEST ALONG FOURTH AVENUE,
 DM4497'THENCE 0.30 MI (0.5 KM) SOUTHWEST ON SIXTH AVENUE SOUTHEAST, THENCE
 DM4497'150 FT (45.7 M) WEST-SOUTHWEST ON WALK PATH TO EAST TO THE END OF A
 DM4497'STONE ARCH BRIDGE.
 DM4497' 
 DM4497'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF THE STONE ARCH BRIDGE
 DM4497'OVER THE MISSISSIPPI RIVER, 12.50 FT (3.8 M) SOUTH-SOUTHEAST OF ITS
 DM4497'CENTERLINE, 2.0 FT (0.6 M) NORTH-NORTHWEST OF THE SOUTHEAST END OF THE
 DM4497'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4492 ***********************************************************************
 DM4492  DESIGNATION -  2783 A 4
 DM4492  PID         -  DM4492
 DM4492  STATE/COUNTY-  MN/HENNEPIN
 DM4492  COUNTRY     -  US
 DM4492  USGS QUAD   -  ST PAUL WEST (1993)
 DM4492
 DM4492                         *CURRENT SURVEY CONTROL
 DM4492  ______________________________________________________________________
 DM4492* NAD 83(1986) POSITION- 44 58 51.40   (N) 093 14 34.37   (W)   HD_HELD1  
 DM4492* NAVD 88 ORTHO HEIGHT -   253.902  (meters)     833.01  (feet) ADJUSTED  
 DM4492  ______________________________________________________________________
 DM4492  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DM4492  DYNAMIC HEIGHT  -        253.895 (meters)      832.99  (feet) COMP
 DM4492  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DM4492
 DM4492  VERT ORDER      -  SECOND    CLASS I
 DM4492
 DM4492.The horizontal coordinates were established by differentially corrected
 DM4492.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4492.
 DM4492.The orthometric height was determined by differential leveling and
 DM4492.adjusted in July 2011.
 DM4492
 DM4492.Photographs are available for this station.
 DM4492
 DM4492.The dynamic height is computed by dividing the NAVD 88
 DM4492.geopotential number by the normal gravity value computed on the
 DM4492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4492.degrees latitude (g = 980.6199 gals.).
 DM4492
 DM4492.The modeled gravity was interpolated from observed gravity values.
 DM4492
 DM4492;                    North         East    Units  Estimated Accuracy
 DM4492;SPC MN S     -   320,385.7     859,712.8     MT  (+/- 3 meters HH1 GPS) 
 DM4492
 DM4492                          SUPERSEDED SURVEY CONTROL
 DM4492
 DM4492.No superseded survey control is available for this station.
 DM4492
 DM4492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8085080862(NAD 83)
 DM4492
 DM4492_MARKER: DB = BENCH MARK DISK
 DM4492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4492_SP_SET: BRIDGE RAILING
 DM4492_STAMPING: 2783 A 4 2007
 DM4492_MARK LOGO: MNDT  
 DM4492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4492+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DM4492
 DM4492  HISTORY     - Date     Condition        Report By
 DM4492  HISTORY     - 2001     MONUMENTED       MNDT
 DM4492
 DM4492                          STATION DESCRIPTION
 DM4492
 DM4492'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DM4492'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 DM4492'PAUL, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN EASTERN
 DM4492'MINNEAPOLIS.
 DM4492' 
 DM4492'TO REACH THE MARK FROM SOUTHEAST 10TH AVENUE AND SOUTHEAST UNIVERSITY
 DM4492'AVENUE, GO 0.10 MI (0.2 KM) SOUTH ALONG SOUTHEAST 10TH AVENUE TO
 DM4492'BRIDGE NUMBER 2796 OVER THE MISSISSIPPI RIVER.
 DM4492' 
 DM4492'THE MARK IS 29.0 FT (8.8 M) WEST OF SOUTHEAST 10TH AVENUE ON THE
 DM4492'JERSEY BARRIER DIRECTLY UNDER THE BRIDGE RAILING IN NORTHWEST CORNER
 DM4492'OF SOUTHEAST 10TH AVENUE BRIDGE NUMBER 2796 OVER THE MISSISSIPPI
 DM4492'RIVER.
 DM4492' 
 DM4492'MONUMENTED 2001, STAMPED WHEN LEVELED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4493 ***********************************************************************
 DM4493  DESIGNATION -  2783 A 5
 DM4493  PID         -  DM4493
 DM4493  STATE/COUNTY-  MN/HENNEPIN
 DM4493  COUNTRY     -  US
 DM4493  USGS QUAD   -  ST PAUL WEST (1993)
 DM4493
 DM4493                         *CURRENT SURVEY CONTROL
 DM4493  ______________________________________________________________________
 DM4493* NAD 83(1986) POSITION- 44 58 31.58   (N) 093 14 44.07   (W)   HD_HELD1  
 DM4493* NAVD 88 ORTHO HEIGHT -   257.657  (meters)     845.33  (feet) ADJUSTED  
 DM4493  ______________________________________________________________________
 DM4493  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DM4493  DYNAMIC HEIGHT  -        257.650 (meters)      845.31  (feet) COMP
 DM4493  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 DM4493
 DM4493  VERT ORDER      -  SECOND    CLASS I
 DM4493
 DM4493.The horizontal coordinates were established by differentially corrected
 DM4493.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4493.
 DM4493.The orthometric height was determined by differential leveling and
 DM4493.adjusted in July 2011.
 DM4493
 DM4493.Photographs are available for this station.
 DM4493
 DM4493.The dynamic height is computed by dividing the NAVD 88
 DM4493.geopotential number by the normal gravity value computed on the
 DM4493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4493.degrees latitude (g = 980.6199 gals.).
 DM4493
 DM4493.The modeled gravity was interpolated from observed gravity values.
 DM4493
 DM4493;                    North         East    Units  Estimated Accuracy
 DM4493;SPC MN S     -   319,772.0     859,506.0     MT  (+/- 3 meters HH1 GPS) 
 DM4493
 DM4493                          SUPERSEDED SURVEY CONTROL
 DM4493
 DM4493.No superseded survey control is available for this station.
 DM4493
 DM4493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8063680251(NAD 83)
 DM4493
 DM4493_MARKER: DB = BENCH MARK DISK
 DM4493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4493_SP_SET: BRIDGE CURB
 DM4493_STAMPING: 2783 A 5 2007
 DM4493_MARK LOGO: MNDT  
 DM4493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4493+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DM4493
 DM4493  HISTORY     - Date     Condition        Report By
 DM4493  HISTORY     - 2001     MONUMENTED       MNDT
 DM4493
 DM4493                          STATION DESCRIPTION
 DM4493
 DM4493'DESCRIBED BY MN DEPT OF TRANSP 2001 (MPP)
 DM4493'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 DM4493'PAUL, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4493'EASTERN-SOUTHEASTERN MINNEAPOLIS ALONG THE MISSISSIPPI RIVER.
 DM4493' 
 DM4493'TO REACH THE MARK FROM THE JUNCTION OF 19TH AVENUE SOUTH AND SOUTH
 DM4493'WASHINGTON AVENUE IN MINNEAPOLIS GO 2 BLOCKS NORTH ALONG 19TH AVENUE
 DM4493'SOUTH/SOUTHEAST 10TH AVENUE TO SOUTHEAST 10TH AVENUE BRIDGE NUMBER
 DM4493'2796 OVER THE MISSISSIPPI RIVER.
 DM4493' 
 DM4493'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF THE BRIDGE DECK, 26 FT
 DM4493'(7.9 M) EAST OF NORTHBOUND SOUTHEAST 10 AVENUE.
 DM4493' 
 DM4493'MONUMENTED 2001, STAMPED WHEN LEVELED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4502 ***********************************************************************
 DM4502  DESIGNATION -  2783 A 6
 DM4502  PID         -  DM4502
 DM4502  STATE/COUNTY-  MN/HENNEPIN
 DM4502  COUNTRY     -  US
 DM4502  USGS QUAD   -  ST PAUL WEST (1993)
 DM4502
 DM4502                         *CURRENT SURVEY CONTROL
 DM4502  ______________________________________________________________________
 DM4502* NAD 83(1986) POSITION- 44 58 25.6    (N) 093 14 58.8    (W)   HD_HELD2  
 DM4502* NAVD 88 ORTHO HEIGHT -   256.237  (meters)     840.67  (feet) ADJUSTED  
 DM4502  ______________________________________________________________________
 DM4502  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DM4502  DYNAMIC HEIGHT  -        256.230 (meters)      840.65  (feet) COMP
 DM4502  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DM4502
 DM4502  VERT ORDER      -  SECOND    CLASS I
 DM4502
 DM4502.The horizontal coordinates were established by autonomous hand held GPS
 DM4502.observations and have an estimated accuracy of +/- 10 meters.
 DM4502.
 DM4502.The orthometric height was determined by differential leveling and
 DM4502.adjusted in July 2011.
 DM4502
 DM4502.Photographs are available for this station.
 DM4502
 DM4502.The dynamic height is computed by dividing the NAVD 88
 DM4502.geopotential number by the normal gravity value computed on the
 DM4502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4502.degrees latitude (g = 980.6199 gals.).
 DM4502
 DM4502.The modeled gravity was interpolated from observed gravity values.
 DM4502
 DM4502;                    North         East    Units  Estimated Accuracy
 DM4502;SPC MN S     -   319,584.      859,185.      MT  (+/- 10 meters HH2 GPS)
 DM4502
 DM4502                          SUPERSEDED SURVEY CONTROL
 DM4502
 DM4502.No superseded survey control is available for this station.
 DM4502
 DM4502_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8031380067(NAD 83)
 DM4502
 DM4502_MARKER: DB = BENCH MARK DISK
 DM4502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4502_SP_SET: BRIDGE DECK
 DM4502_STAMPING: 2783 A 6 2007
 DM4502_MARK LOGO: MNDT  
 DM4502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4502+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2007
 DM4502
 DM4502  HISTORY     - Date     Condition        Report By
 DM4502  HISTORY     - 1967     MONUMENTED       MNHD
 DM4502  HISTORY     - 20070823 GOOD             MNDT
 DM4502
 DM4502                          STATION DESCRIPTION
 DM4502
 DM4502'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4502'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 DM4502'PAUL, 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND IN
 DM4502'EAST-SOUTHEAST MINNEAPOLIS.
 DM4502' 
 DM4502'THE MARK IS AT THE INTERSECTION OF SOUTH WASHINGTON AVENUE BRIDGE OVER
 DM4502'INTERSTATE 35 IN THE BRIDGE DECK SIDEWALK ABOVE THE SOUTHWEST CENTER
 DM4502'PIER.
 DM4502' 
 DM4502'THE MARK IS 21.0 FT (6.4 M) SOUTHWEST OF SOUTH WASHINGTON AVENUE,
 DM4502'114.0 FT (34.7 M) SOUTHEAST OF THE SOUTHWEST CORNER THE BRIDGE.
 DM4502' 
 DM4502'MONUMENTED 1967, STAMPED WHEN LEVELED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1450 ***********************************************************************
 PP1450  DESIGNATION -  2783 B
 PP1450  PID         -  PP1450
 PP1450  STATE/COUNTY-  MN/HENNEPIN
 PP1450  COUNTRY     -  US
 PP1450  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1450
 PP1450                         *CURRENT SURVEY CONTROL
 PP1450  ______________________________________________________________________
 PP1450* NAD 83(1986) POSITION- 44 58 20.4    (N) 093 15 02.7    (W)   HD_HELD2  
 PP1450* NAVD 88 ORTHO HEIGHT -   248.755  (meters)     816.12  (feet) ADJUSTED  
 PP1450  ______________________________________________________________________
 PP1450  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1450  DYNAMIC HEIGHT  -        248.748 (meters)      816.10  (feet) COMP
 PP1450  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1450
 PP1450  VERT ORDER      -  SECOND    CLASS 0
 PP1450
 PP1450.The horizontal coordinates were established by autonomous hand held GPS
 PP1450.observations and have an estimated accuracy of +/- 10 meters.
 PP1450.
 PP1450.The orthometric height was determined by differential leveling and
 PP1450.adjusted in June 1991.
 PP1450
 PP1450.Photographs are available for this station.
 PP1450
 PP1450.The dynamic height is computed by dividing the NAVD 88
 PP1450.geopotential number by the normal gravity value computed on the
 PP1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1450.degrees latitude (g = 980.6199 gals.).
 PP1450
 PP1450.The modeled gravity was interpolated from observed gravity values.
 PP1450
 PP1450;                    North         East    Units  Estimated Accuracy
 PP1450;SPC MN S     -   319,423.      859,101.      MT  (+/- 10 meters HH2 GPS)
 PP1450
 PP1450                          SUPERSEDED SURVEY CONTROL
 PP1450
 PP1450  NGVD 29 (??/??/92)  248.698  (m)          815.94   (f) ADJ UNCH    2 0
 PP1450
 PP1450.Superseded values are not recommended for survey control.
 PP1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1450.See file dsdata.txt to determine how the superseded data were derived.
 PP1450
 PP1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8022779907(NAD 83)
 PP1450
 PP1450_MARKER: DB = BENCH MARK DISK
 PP1450_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1450_SP_SET: BRIDGE ABUTMENT
 PP1450_STAMPING: 2783 B 1972
 PP1450_MARK LOGO: MNHD  
 PP1450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1450+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 PP1450
 PP1450  HISTORY     - Date     Condition        Report By
 PP1450  HISTORY     - 1972     MONUMENTED       MNHD
 PP1450  HISTORY     - 1985     GOOD             USPSQD
 PP1450  HISTORY     - 19861001 GOOD             USPSQD
 PP1450  HISTORY     - 20070813 GOOD             MNDT
 PP1450
 PP1450                          STATION DESCRIPTION
 PP1450
 PP1450'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1450'IN MINNEAPOLIS.
 PP1450'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.5 MILES SOUTHWEST OF THE FAI
 PP1450'35W CROSSING OVER THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12
 PP1450'CROSSING OF THE MISSISSIPPI RIVER, IN THE NORTHEAST CORNER OF BRIDGE
 PP1450'NO. 27879, FAI 35W OVER TH 12.  NE 1/4 SECTION 26, T 29, R 24.
 PP1450
 PP1450                          STATION RECOVERY (1985)
 PP1450
 PP1450'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1450'RECOVERED IN GOOD CONDITION.
 PP1450
 PP1450                          STATION RECOVERY (1986)
 PP1450
 PP1450'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1450'RECOVERED IN GOOD CONDITION.
 PP1450
 PP1450                          STATION RECOVERY (2007)
 PP1450
 PP1450'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1450'THE MARK IS LOCATED ABOUT 8.0 MI (12.8 KM) WEST-NORTHWEST OF SAINT
 PP1450'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.8 MI (1.3
 PP1450'KM) SOUTHEAST OF MINNEAPOLIS.   TO REACH TO THE POINT FROM  0.5 MILES
 PP1450'SOUTHWEST OF INTERSTATE HIGHWAY 35W BRIDGE OVER MISSISSIPPI RIVER, 0.5
 PP1450'MILES WEST OF TRUNK HIGHWAY 12 BRIDGE OVER MISSISSIPPI RIVER, 22.0
 PP1450'FEET EAST OF NORTH BOUND 35W, IN NORTHEAST CORNER OF INTERSTATE
 PP1450'HIGHWAY 35W BRIDGE 27879 OVER TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1454 ***********************************************************************
 PP1454  DESIGNATION -  2783 B 1
 PP1454  PID         -  PP1454
 PP1454  STATE/COUNTY-  MN/HENNEPIN
 PP1454  COUNTRY     -  US
 PP1454  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1454
 PP1454                         *CURRENT SURVEY CONTROL
 PP1454  ______________________________________________________________________
 PP1454* NAD 83(1986) POSITION- 44 58 17.57   (N) 093 15 02.56   (W)   HD_HELD1  
 PP1454* NAVD 88 ORTHO HEIGHT -   252.231  (meters)     827.53  (feet) ADJUSTED  
 PP1454  ______________________________________________________________________
 PP1454  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1454  DYNAMIC HEIGHT  -        252.225 (meters)      827.51  (feet) COMP
 PP1454  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1454
 PP1454  VERT ORDER      -  SECOND    CLASS I
 PP1454
 PP1454.The horizontal coordinates were established by differentially corrected
 PP1454.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1454.
 PP1454.The orthometric height was determined by differential leveling and
 PP1454.adjusted in July 2011.
 PP1454
 PP1454.Photographs are available for this station.
 PP1454
 PP1454.The dynamic height is computed by dividing the NAVD 88
 PP1454.geopotential number by the normal gravity value computed on the
 PP1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1454.degrees latitude (g = 980.6199 gals.).
 PP1454
 PP1454.The modeled gravity was interpolated from observed gravity values.
 PP1454
 PP1454;                    North         East    Units  Estimated Accuracy
 PP1454;SPC MN S     -   319,335.8     859,104.8     MT  (+/- 3 meters HH1 GPS) 
 PP1454
 PP1454                          SUPERSEDED SURVEY CONTROL
 PP1454
 PP1454  NAVD 88 (06/15/91)  252.226  (m)          827.51   (f) SUPERSEDED  2 0
 PP1454  NGVD 29 (??/??/92)  252.169  (m)          827.32   (f) ADJ UNCH    2 0
 PP1454
 PP1454.Superseded values are not recommended for survey control.
 PP1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1454.See file dsdata.txt to determine how the superseded data were derived.
 PP1454
 PP1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8023079820(NAD 83)
 PP1454
 PP1454_MARKER: DB = BENCH MARK DISK
 PP1454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1454_SP_SET: BRIDGE ABUTMENT
 PP1454_STAMPING: 2783 B 1 1972
 PP1454_MARK LOGO: MNHD  
 PP1454_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1454+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1454
 PP1454  HISTORY     - Date     Condition        Report By
 PP1454  HISTORY     - 1972     MONUMENTED       MNHD
 PP1454  HISTORY     - 1985     GOOD             USPSQD
 PP1454  HISTORY     - 20070917 GOOD             MNDT
 PP1454
 PP1454                          STATION DESCRIPTION
 PP1454
 PP1454'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1454'IN MINNEAPOLIS.
 PP1454'MARK IS LOCATED IN MINNEAPOLIS ABOUT 0.6 MILES SOUTHWEST OF THE FAI
 PP1454'35W CROSSING OF THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12
 PP1454'CROSSING OF MISSISSIPPI RIVER, 250 FEET WEST OF FAI 35W IN THE
 PP1454'SOUTHEAST CORNER OF BRIDGE NO. 27880, NORTHBOUND FAI 35W EXIT TO
 PP1454'WASHINGTON AVENUE OVER TH 12 AND RAMP (29).  NE 1/4 SECTION 26, T 29,
 PP1454'R 24.
 PP1454
 PP1454                          STATION RECOVERY (1985)
 PP1454
 PP1454'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1454'RECOVERED IN GOOD CONDITION.
 PP1454
 PP1454                          STATION RECOVERY (2007)
 PP1454
 PP1454'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1454'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 PP1454'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1454'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1454' 
 PP1454'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.6 MI (1.0 KM) SOUTHWEST OF
 PP1454'MISSISSIPPI RIVER, 0.5 MI (0.8 KM) WEST OF TRUNK HIGHWAY 122 BRIDGE
 PP1454'OVER RIVER, 250 FT (76.2 M) WEST OF INTERSTATE HIGHWAY 35W, IN
 PP1454'SOUTHEAST CORNER OF BRIDGE 27880 (NB INTERSTATE HIGHWAY 35W EXIT TO
 PP1454'WASHINGTON AVENUE OVER TRUNK HIGHWAY 122 AND RAMP).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1456 ***********************************************************************
 PP1456  DESIGNATION -  2783 B 2
 PP1456  PID         -  PP1456
 PP1456  STATE/COUNTY-  MN/HENNEPIN
 PP1456  COUNTRY     -  US
 PP1456  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1456
 PP1456                         *CURRENT SURVEY CONTROL
 PP1456  ______________________________________________________________________
 PP1456* NAD 83(1996) POSITION- 44 58 22.48013(N) 093 15 05.01709(W)   ADJUSTED  
 PP1456* NAVD 88 ORTHO HEIGHT -   255.654  (meters)     838.76  (feet) ADJUSTED  
 PP1456  ______________________________________________________________________
 PP1456  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC09
 PP1456  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1456  DYNAMIC HEIGHT  -        255.647 (meters)      838.74  (feet) COMP
 PP1456  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1456
 PP1456  HORZ ORDER      -  THIRD
 PP1456  VERT ORDER      -  SECOND    CLASS I
 PP1456
 PP1456.The horizontal coordinates were established by classical geodetic methods
 PP1456.and adjusted by the National Geodetic Survey in March 1999.
 PP1456.
 PP1456.The orthometric height was determined by differential leveling and
 PP1456.adjusted in June 1991.
 PP1456
 PP1456.Photographs are available for this station.
 PP1456
 PP1456.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1456
 PP1456.The dynamic height is computed by dividing the NAVD 88
 PP1456.geopotential number by the normal gravity value computed on the
 PP1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1456.degrees latitude (g = 980.6199 gals.).
 PP1456
 PP1456.The modeled gravity was interpolated from observed gravity values.
 PP1456
 PP1456. The following values were computed from the NAD 83(1996) position.
 PP1456
 PP1456;                    North         East     Units Scale Factor Converg.
 PP1456;SPC MN S     -   319,486.869   859,049.617   MT  0.99995586   +0 31 29.0
 PP1456;SPC MN S     - 1,048,183.17  2,818,398.62   sFT  0.99995586   +0 31 29.0
 PP1456;UTM  15      - 4,979,971.915   480,177.002   MT  0.99960483   -0 10 39.6
 PP1456
 PP1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1456!SPC MN S     -   0.99996417  x   0.99995586  =   0.99992004
 PP1456!UTM  15      -   0.99996417  x   0.99960483  =   0.99956902
 PP1456
 PP1456                          SUPERSEDED SURVEY CONTROL
 PP1456
 PP1456  NAD 83(1986)-  44 58 22.47335(N)    093 15 05.01195(W) AD(       ) 3
 PP1456  NAD 83(1986)-  44 58 22.47596(N)    093 15 05.01449(W) AD(       ) 3
 PP1456  NAD 27      -  44 58 22.59881(N)    093 15 04.20467(W) AD(       ) 3
 PP1456  NAVD 88 (04/09/98)  255.65   (m)          838.7    (f) LEVELING    3  
 PP1456  NGVD 29 (??/??/92)  255.597  (m)          838.57   (f) ADJ UNCH    2 0
 PP1456
 PP1456.Superseded values are not recommended for survey control.
 PP1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1456.See file dsdata.txt to determine how the superseded data were derived.
 PP1456
 PP1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8017779971(NAD 83)
 PP1456
 PP1456_MARKER: DB = BENCH MARK DISK
 PP1456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1456_SP_SET: BRIDGE ABUTMENT
 PP1456_STAMPING: 2783 B 2 1972
 PP1456_MARK LOGO: MNHD  
 PP1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1456+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1456
 PP1456  HISTORY     - Date     Condition        Report By
 PP1456  HISTORY     - 1972     MONUMENTED       MNHD
 PP1456  HISTORY     - 19861019 GOOD             USPSQD
 PP1456  HISTORY     - 20070917 GOOD             MNDT
 PP1456
 PP1456                          STATION DESCRIPTION
 PP1456
 PP1456'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1456'IN MINNEAPOLIS.
 PP1456'MARK IS LOCATED ABOUT 0.6 MILES SOUTHWEST OF THE FAI 35W CROSSING OF
 PP1456'THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12 CROSSING OF THE
 PP1456'MISSISSIPPI RIVER, 100 FEET WEST OF FAI 35W, IN THE NORTHWEST CORNER
 PP1456'OF BRIDGE NO. 27880-A, ACCESS RAMP (27) TO WEST BOUND TH 12 OVER FAI
 PP1456'35W AND RAMPS.  SE 1/4 SECTION 26, T 29, R 24.
 PP1456
 PP1456                          STATION RECOVERY (1986)
 PP1456
 PP1456'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1456'RECOVERED IN GOOD CONDITION.
 PP1456
 PP1456                          STATION RECOVERY (2007)
 PP1456
 PP1456'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1456'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 PP1456'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.8 MI (1.3
 PP1456'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1456' 
 PP1456'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.6 MI (1.0 KM) SOUTHWEST OF
 PP1456'INTERSTATE HIGHWAY 35W BRIDGE OVER MISSISSIPPI RIVER, 0.5 MI (0.8 KM)
 PP1456'WEST OF THIRD STREET BRIDGE OVER MISSISSIPPI RIVER, 100 FT (30.5 M)
 PP1456'WEST OF INTERSTATE HIGHWAY 35W, IN NORTHWEST CORNER OF RAMP 27 BRIDGE
 PP1456'27880A TO WESTBOUND THIRD STREET OVER INTERSTATE HIGHWAY 35W AND
 PP1456'RAMPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1455 ***********************************************************************
 PP1455  DESIGNATION -  2783 B 3
 PP1455  PID         -  PP1455
 PP1455  STATE/COUNTY-  MN/HENNEPIN
 PP1455  COUNTRY     -  US
 PP1455  USGS QUAD   -  ST PAUL WEST (1993)
 PP1455
 PP1455                         *CURRENT SURVEY CONTROL
 PP1455  ______________________________________________________________________
 PP1455* NAD 83(1986) POSITION- 44 58 19.75   (N) 093 15 00.07   (W)   HD_HELD1  
 PP1455* NAVD 88 ORTHO HEIGHT -   255.041  (meters)     836.75  (feet) ADJUSTED  
 PP1455  ______________________________________________________________________
 PP1455  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1455  DYNAMIC HEIGHT  -        255.034 (meters)      836.72  (feet) COMP
 PP1455  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1455
 PP1455  VERT ORDER      -  SECOND    CLASS I
 PP1455
 PP1455.The horizontal coordinates were established by differentially corrected
 PP1455.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1455.
 PP1455.The orthometric height was determined by differential leveling and
 PP1455.adjusted in June 1991.
 PP1455
 PP1455.Photographs are available for this station.
 PP1455
 PP1455.The dynamic height is computed by dividing the NAVD 88
 PP1455.geopotential number by the normal gravity value computed on the
 PP1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1455.degrees latitude (g = 980.6199 gals.).
 PP1455
 PP1455.The modeled gravity was interpolated from observed gravity values.
 PP1455
 PP1455;                    North         East    Units  Estimated Accuracy
 PP1455;SPC MN S     -   319,403.6     859,158.8     MT  (+/- 3 meters HH1 GPS) 
 PP1455
 PP1455                          SUPERSEDED SURVEY CONTROL
 PP1455
 PP1455  NGVD 29 (??/??/92)  254.984  (m)          836.56   (f) ADJ UNCH    2 0
 PP1455
 PP1455.Superseded values are not recommended for survey control.
 PP1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1455.See file dsdata.txt to determine how the superseded data were derived.
 PP1455
 PP1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8028579887(NAD 83)
 PP1455
 PP1455_MARKER: DB = BENCH MARK DISK
 PP1455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1455_SP_SET: BRIDGE ABUTMENT
 PP1455_STAMPING: 2783 B 3 1972
 PP1455_MARK LOGO: MNHD  
 PP1455_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1455+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1455
 PP1455  HISTORY     - Date     Condition        Report By
 PP1455  HISTORY     - 1972     MONUMENTED       MNHD
 PP1455  HISTORY     - 1985     GOOD             USPSQD
 PP1455  HISTORY     - 20070917 GOOD             MNDT
 PP1455
 PP1455                          STATION DESCRIPTION
 PP1455
 PP1455'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1455'IN MINNEAPOLIS.
 PP1455'MARK IS LOCATED IN MINNEAPOLIS, ABOUT 0.6 MILES SOUTHWEST OF THE FAI
 PP1455'35W CROSSING OF THE MISSISSIPPI RIVER, 0.5 MILES WEST OF THE TH 12
 PP1455'CROSSING OF THE MISSISSIPPI RIVER, 250 FEET EAST OF FAI 35W, IN THE
 PP1455'NORTHEAST CORNER OF BRIDGE NO. 27880, NORTH BOUND EXIT RAMP TO
 PP1455'WASHINGTON AVENUE OVER TH 12 AND RAMP (29).  NE 1/4 SECTION 26, T 29,
 PP1455'R 24.
 PP1455
 PP1455                          STATION RECOVERY (1985)
 PP1455
 PP1455'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1455'RECOVERED IN GOOD CONDITION.
 PP1455
 PP1455                          STATION RECOVERY (2007)
 PP1455
 PP1455'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1455'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 PP1455'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1455'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1455' 
 PP1455'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.6 MI (1.0 KM) SOUTHWEST OF
 PP1455'MISSISSIPPI RIVER, 0.5 MI (0.8 KM) WEST OF TRUNK HIGHWAY 122 BRIDGE
 PP1455'OVER RIVER, 250 FT (76.2 M) EAST OF INTERSTATE HIGHWAY 35W, IN
 PP1455'NORTHEAST CORNER OF BRIDGE 27880 (NB EXIT TO WASHINGTON AVENUE OVER
 PP1455'TRUNK HIGHWAY 122 AND RAMP).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1459 ***********************************************************************
 PP1459  DESIGNATION -  2783 B 4
 PP1459  PID         -  PP1459
 PP1459  STATE/COUNTY-  MN/HENNEPIN
 PP1459  COUNTRY     -  US
 PP1459  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 PP1459
 PP1459                         *CURRENT SURVEY CONTROL
 PP1459  ______________________________________________________________________
 PP1459* NAD 83(1986) POSITION- 44 58 24.     (N) 093 15 18.     (W)   SCALED    
 PP1459* NAVD 88 ORTHO HEIGHT -   253.331  (meters)     831.14  (feet) ADJUSTED  
 PP1459  ______________________________________________________________________
 PP1459  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1459  DYNAMIC HEIGHT  -        253.325 (meters)      831.12  (feet) COMP
 PP1459  MODELED GRAVITY -    980,583.9   (mgal)                       NAVD 88
 PP1459
 PP1459  VERT ORDER      -  SECOND    CLASS 0
 PP1459
 PP1459.The horizontal coordinates were scaled from a topographic map and have
 PP1459.an estimated accuracy of +/- 6 seconds.
 PP1459.
 PP1459.The orthometric height was determined by differential leveling and
 PP1459.adjusted in June 1991.
 PP1459
 PP1459.The dynamic height is computed by dividing the NAVD 88
 PP1459.geopotential number by the normal gravity value computed on the
 PP1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1459.degrees latitude (g = 980.6199 gals.).
 PP1459
 PP1459.The modeled gravity was interpolated from observed gravity values.
 PP1459
 PP1459;                    North         East    Units  Estimated Accuracy
 PP1459;SPC MN S     -   319,530.      858,770.      MT  (+/- 180 meters Scaled)
 PP1459
 PP1459                          SUPERSEDED SURVEY CONTROL
 PP1459
 PP1459  NGVD 29 (??/??/92)  253.274  (m)          830.95   (f) ADJ UNCH    2 0
 PP1459
 PP1459.Superseded values are not recommended for survey control.
 PP1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1459.See file dsdata.txt to determine how the superseded data were derived.
 PP1459
 PP1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK798800(NAD 83)
 PP1459
 PP1459_MARKER: DD = SURVEY DISK
 PP1459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1459_SP_SET: BRIDGE
 PP1459_STAMPING: 2783-B 4 1972
 PP1459_MARK LOGO: MNHD  
 PP1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1459
 PP1459  HISTORY     - Date     Condition        Report By
 PP1459  HISTORY     - 1972     MONUMENTED       MNDT
 PP1459  HISTORY     - 1985     GOOD             USPSQD
 PP1459  HISTORY     - 19861001 GOOD             USPSQD
 PP1459  HISTORY     - 20070912 MARK NOT FOUND   MNDT
 PP1459
 PP1459                          STATION DESCRIPTION
 PP1459
 PP1459'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1459'IN MINNEAPOLIS.
 PP1459'MARK IS LOCATED IN MINNEAPOLIS 0.2 MILES WEST OF FAI 35W, 0.15 MILES
 PP1459'(2 CITY BLOCKS) SOUTHWEST OF WASHINGTON AVENUE, IN THE SOUTHEAST
 PP1459'CORNER OF BRIDGE NO. 27111, ELEVENTH AVENUE SOUTH OVER TH 12 (FOURTH
 PP1459'STREET SOUTH).  NE 1/4 SECTION 26, T 29, R 24.
 PP1459
 PP1459                          STATION RECOVERY (1985)
 PP1459
 PP1459'RECOVERY NOTE BY US POWER SQUADRON 1985
 PP1459'MARK LOCATED IN SOUTHWEST CORNER OF BRIDGE IN ABUTMENT.
 PP1459
 PP1459                          STATION RECOVERY (1986)
 PP1459
 PP1459'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1459'RECOVERED IN GOOD CONDITION.
 PP1459
 PP1459                          STATION RECOVERY (2007)
 PP1459
 PP1459'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1459'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1452 ***********************************************************************
 PP1452  DESIGNATION -  2783 B 5
 PP1452  PID         -  PP1452
 PP1452  STATE/COUNTY-  MN/HENNEPIN
 PP1452  COUNTRY     -  US
 PP1452  USGS QUAD   -  ST PAUL WEST (1993)
 PP1452
 PP1452                         *CURRENT SURVEY CONTROL
 PP1452  ______________________________________________________________________
 PP1452* NAD 83(1986) POSITION- 44 58 18.96   (N) 093 14 50.59   (W)   HD_HELD1  
 PP1452* NAVD 88 ORTHO HEIGHT -   252.569  (meters)     828.64  (feet) ADJUSTED  
 PP1452  ______________________________________________________________________
 PP1452  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP1452  DYNAMIC HEIGHT  -        252.562 (meters)      828.61  (feet) COMP
 PP1452  MODELED GRAVITY -    980,583.4   (mgal)                       NAVD 88
 PP1452
 PP1452  VERT ORDER      -  SECOND    CLASS 0
 PP1452
 PP1452.The horizontal coordinates were established by differentially corrected
 PP1452.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1452.
 PP1452.The orthometric height was determined by differential leveling and
 PP1452.adjusted in June 1991.
 PP1452
 PP1452.Photographs are available for this station.
 PP1452
 PP1452.The dynamic height is computed by dividing the NAVD 88
 PP1452.geopotential number by the normal gravity value computed on the
 PP1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1452.degrees latitude (g = 980.6199 gals.).
 PP1452
 PP1452.The modeled gravity was interpolated from observed gravity values.
 PP1452
 PP1452;                    North         East    Units  Estimated Accuracy
 PP1452;SPC MN S     -   319,381.1     859,366.7     MT  (+/- 3 meters HH1 GPS) 
 PP1452
 PP1452                          SUPERSEDED SURVEY CONTROL
 PP1452
 PP1452  NGVD 29 (??/??/92)  252.512  (m)          828.45   (f) ADJ UNCH    2 0
 PP1452
 PP1452.Superseded values are not recommended for survey control.
 PP1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1452.See file dsdata.txt to determine how the superseded data were derived.
 PP1452
 PP1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8049279862(NAD 83)
 PP1452
 PP1452_MARKER: DB = BENCH MARK DISK
 PP1452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1452_SP_SET: BRIDGE WALKWAY
 PP1452_STAMPING: 2783 B 5 1972
 PP1452_MARK LOGO: MNHD  
 PP1452_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1452+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1452
 PP1452  HISTORY     - Date     Condition        Report By
 PP1452  HISTORY     - 1972     MONUMENTED       MNHD
 PP1452  HISTORY     - 19861001 GOOD             USPSQD
 PP1452  HISTORY     - 20061104 GOOD             USPSQD
 PP1452  HISTORY     - 20070813 GOOD             MNDT
 PP1452  HISTORY     - 20070917 GOOD             MNDT
 PP1452
 PP1452                          STATION DESCRIPTION
 PP1452
 PP1452'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1452'IN MINNEAPOLIS.
 PP1452'MARK IS LOCATED IN MINNEAPOLIS, 0.3 MILES WEST OF THE TH 12 CROSSING
 PP1452'OF THE MISSISSIPPI RIVER, 0.2 MILES EAST OF FAI 35-W, 1 CITY BLOCK
 PP1452'SOUTH OF WASHINGTON AVENUE, IN THE NORTHWEST CORNER (SIDEWALK) OF
 PP1452'BRIDGE NO. 27030, CEDAR AVENUE (TH 36) OVER TH 12.  NE 1/4 SECTION 26,
 PP1452'T 29, R 24.
 PP1452
 PP1452                          STATION RECOVERY (1986)
 PP1452
 PP1452'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1452'RECOVERED IN GOOD CONDITION.
 PP1452
 PP1452                          STATION RECOVERY (2006)
 PP1452
 PP1452'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 PP1452'RECOVERED IN GOOD CONDITION.
 PP1452
 PP1452                          STATION RECOVERY (2007)
 PP1452
 PP1452'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1452'THE MARK IS LOCATED IN MINNEAPOLIS. TO REACH FROM 0.3 MILES WEST OF
 PP1452'TRUNK HIGHWAY 122 (4TH STREET) BRIDGE OVER MISSISSIPPI RIVER, 0.2
 PP1452'MILES EAST OF INTERSTATE HIGHWAY 35W, 1 BLOCK SOUTH OF WASHINGTON AVE,
 PP1452'30 FEET WEST OF CEDAR AVENUE, IN NORTHWEST CORNER OF CEDAR AVENUE
 PP1452'BRIDGE 27030 OVER TRUNK HIGHWAY 122(4TH STREET).
 PP1452
 PP1452                          STATION RECOVERY (2007)
 PP1452
 PP1452'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1452'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1452'PAUL, 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.0 MI (1.6
 PP1452'KM) SOUTHEAST OF MINNEAPOLIS.
 PP1452' 
 PP1452'TO REACH TO THE MARK IN MINNEAPOLIS, 0.3 MI (0.5 KM) WEST OF TRUNK
 PP1452'HIGHWAY 122 BRIDGE OVER MISSISSIPPI RIVER, 0.2 MI (0.3 KM) EAST OF
 PP1452'INTERSTATE HIGHWAY 35W, 1 BLOCK SOUTH OF WASHINGTON AVENUE, 30 FT (9.1
 PP1452'M) WEST OF CEDAR AVENUE, IN NORTHWEST CORNER OF CEDAR AVENUE BRIDGE
 PP1452'27030 OVER TRUNK HIGHWAY 122(4TH STREET).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1453 ***********************************************************************
 PP1453  DESIGNATION -  2783 B 6
 PP1453  PID         -  PP1453
 PP1453  STATE/COUNTY-  MN/HENNEPIN
 PP1453  COUNTRY     -  US
 PP1453  USGS QUAD   -  ST PAUL WEST (1993)
 PP1453
 PP1453                         *CURRENT SURVEY CONTROL
 PP1453  ______________________________________________________________________
 PP1453* NAD 83(1986) POSITION- 44 58 23.     (N) 093 14 30.     (W)   SCALED    
 PP1453* NAVD 88 ORTHO HEIGHT -   247.302  (meters)     811.36  (feet) ADJUSTED  
 PP1453  ______________________________________________________________________
 PP1453  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP1453  DYNAMIC HEIGHT  -        247.295 (meters)      811.33  (feet) COMP
 PP1453  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 PP1453
 PP1453  VERT ORDER      -  SECOND    CLASS 0
 PP1453
 PP1453.The horizontal coordinates were scaled from a topographic map and have
 PP1453.an estimated accuracy of +/- 6 seconds.
 PP1453.
 PP1453.The orthometric height was determined by differential leveling and
 PP1453.adjusted in June 1991.
 PP1453
 PP1453.Photographs are available for this station.
 PP1453
 PP1453.The dynamic height is computed by dividing the NAVD 88
 PP1453.geopotential number by the normal gravity value computed on the
 PP1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1453.degrees latitude (g = 980.6199 gals.).
 PP1453
 PP1453.The modeled gravity was interpolated from observed gravity values.
 PP1453
 PP1453;                    North         East    Units  Estimated Accuracy
 PP1453;SPC MN S     -   319,510.      859,820.      MT  (+/- 180 meters Scaled)
 PP1453
 PP1453                          SUPERSEDED SURVEY CONTROL
 PP1453
 PP1453  NGVD 29 (??/??/92)  247.245  (m)          811.17   (f) ADJ UNCH    2 0
 PP1453
 PP1453.Superseded values are not recommended for survey control.
 PP1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1453.See file dsdata.txt to determine how the superseded data were derived.
 PP1453
 PP1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK809799(NAD 83)
 PP1453
 PP1453_MARKER: DD = SURVEY DISK
 PP1453_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1453_SP_SET: BRIDGE ABUTMENT
 PP1453_STAMPING: 2783 B 6 1972
 PP1453_MARK LOGO: MNHD  
 PP1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1453+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 PP1453
 PP1453  HISTORY     - Date     Condition        Report By
 PP1453  HISTORY     - 1972     MONUMENTED       MNHD
 PP1453  HISTORY     - 19861001 GOOD             USPSQD
 PP1453  HISTORY     - 20070820 GOOD             MNDT
 PP1453
 PP1453                          STATION DESCRIPTION
 PP1453
 PP1453'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1453'IN MINNEAPOLIS.
 PP1453'MARK IS LOCATED IN MINNEAPOLIS, 0.5 MILES EAST OF FAI 35-W, 0.05 MILES
 PP1453'NORTH OF TH 12, IN THE NORTHWEST CORNER (ABUTMENT) OF BRIDGE NO. 9360
 PP1453'(OLD TH 12) WASHINGTON AVENUE OVER THE MISSISSIPPI RIVER AND THE
 PP1453'BURLINGTON NORTHERN RAILROAD.  NW 1/4 SECTION 25, T 29, R 24.
 PP1453
 PP1453                          STATION RECOVERY (1986)
 PP1453
 PP1453'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1453'RECOVERED IN GOOD CONDITION.
 PP1453
 PP1453                          STATION RECOVERY (2007)
 PP1453
 PP1453'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1453'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST-NORTHWEST OF SAINT
 PP1453'PAUL, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.2 MI (1.9
 PP1453'KM) EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1453' 
 PP1453'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.5 MI (0.8 KM) EAST OF
 PP1453'INTERSTATE HIGHWAY 35W, 0.05 MI (0.1 KM) NORTH OF TRUNK HIGHWAY 12, IN
 PP1453'NORTHWEST CORNER OF TRUNK HIGHWAY 122 (WASHINGTON AVENUE) BRIDGE 9360
 PP1453'OVER MISSISSIPPI RIVER AND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1462 ***********************************************************************
 PP1462  DESIGNATION -  2783 C
 PP1462  PID         -  PP1462
 PP1462  STATE/COUNTY-  MN/HENNEPIN
 PP1462  COUNTRY     -  US
 PP1462  USGS QUAD   -  ST PAUL WEST (1993)
 PP1462
 PP1462                         *CURRENT SURVEY CONTROL
 PP1462  ______________________________________________________________________
 PP1462* NAD 83(1986) POSITION- 44 58 24.95   (N) 093 14 57.36   (W)   HD_HELD1  
 PP1462* NAVD 88 ORTHO HEIGHT -   256.113  (meters)     840.26  (feet) ADJUSTED  
 PP1462  ______________________________________________________________________
 PP1462  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PP1462  DYNAMIC HEIGHT  -        256.106 (meters)      840.24  (feet) COMP
 PP1462  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1462
 PP1462  VERT ORDER      -  SECOND    CLASS I
 PP1462
 PP1462.The horizontal coordinates were established by differentially corrected
 PP1462.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1462.
 PP1462.The orthometric height was determined by differential leveling and
 PP1462.adjusted in June 1991.
 PP1462
 PP1462.Photographs are available for this station.
 PP1462
 PP1462.The dynamic height is computed by dividing the NAVD 88
 PP1462.geopotential number by the normal gravity value computed on the
 PP1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1462.degrees latitude (g = 980.6199 gals.).
 PP1462
 PP1462.The modeled gravity was interpolated from observed gravity values.
 PP1462
 PP1462;                    North         East    Units  Estimated Accuracy
 PP1462;SPC MN S     -   319,564.6     859,216.7     MT  (+/- 3 meters HH1 GPS) 
 PP1462
 PP1462                          SUPERSEDED SURVEY CONTROL
 PP1462
 PP1462  NGVD 29 (??/??/92)  256.056  (m)          840.08   (f) ADJ UNCH    2 0
 PP1462
 PP1462.Superseded values are not recommended for survey control.
 PP1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1462.See file dsdata.txt to determine how the superseded data were derived.
 PP1462
 PP1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8034480047(NAD 83)
 PP1462
 PP1462_MARKER: DB = BENCH MARK DISK
 PP1462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1462_SP_SET: BRIDGE ABUTMENT
 PP1462_STAMPING: 2783 C 1972
 PP1462_MARK LOGO: MNHD  
 PP1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1462+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2007
 PP1462
 PP1462  HISTORY     - Date     Condition        Report By
 PP1462  HISTORY     - 1972     MONUMENTED       MNHD
 PP1462  HISTORY     - 1985     GOOD             USPSQD
 PP1462  HISTORY     - 19861001 GOOD             USPSQD
 PP1462  HISTORY     - 20061104 GOOD             USPSQD
 PP1462  HISTORY     - 20070917 GOOD             MNDT
 PP1462
 PP1462                          STATION DESCRIPTION
 PP1462
 PP1462'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1462'IN MINNEAPOLIS.
 PP1462'MARK IS LOCATED IN MINNEAPOLIS, 0.3 MILES SOUTHWEST OF THE FAI 35W
 PP1462'CROSSING OVER THE MISSISSIPPI RIVER, 0.4 MILES WEST OF THE WASHINGTON
 PP1462'AVENUE (OLD TH 12) CROSSING OVER THE MISSISSIPPI RIVER, IN THE
 PP1462'SOUTHEAST CORNER OF BRIDGE NO. 27881, WASHINGTON AVENUE OVER FAI 35W.
 PP1462'NE 1/4 SECTION 26, T 29, R 24.
 PP1462
 PP1462                          STATION RECOVERY (1985)
 PP1462
 PP1462'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 PP1462'RECOVERED IN GOOD CONDITION.
 PP1462
 PP1462                          STATION RECOVERY (1986)
 PP1462
 PP1462'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1462'RECOVERED IN GOOD CONDITION.
 PP1462
 PP1462                          STATION RECOVERY (2006)
 PP1462
 PP1462'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 PP1462'RECOVERED IN GOOD CONDITION.
 PP1462
 PP1462                          STATION RECOVERY (2007)
 PP1462
 PP1462'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1462'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 PP1462'PAUL, 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.8 MI (1.3
 PP1462'KM) EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1462' 
 PP1462'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.3 MI (0.5 KM) SOUTHWEST OF
 PP1462'MISSISSIPPI RIVER, 0.4 MI (0.6 KM) WEST OF TRUNK HIGHWAY 122 IN
 PP1462'SOUTHWEST CORNER OF WASHINGTON AVENUE BRIDGE 27881 OVER INTERSTATE
 PP1462'HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1463 ***********************************************************************
 PP1463  DESIGNATION -  2783 D
 PP1463  PID         -  PP1463
 PP1463  STATE/COUNTY-  MN/HENNEPIN
 PP1463  COUNTRY     -  US
 PP1463  USGS QUAD   -  ST PAUL WEST (1993)
 PP1463
 PP1463                         *CURRENT SURVEY CONTROL
 PP1463  ______________________________________________________________________
 PP1463* NAD 83(1986) POSITION- 44 58 35.27   (N) 093 14 47.43   (W)   HD_HELD1  
 PP1463* NAVD 88 ORTHO HEIGHT -   257.399  (meters)     844.48  (feet) ADJUSTED  
 PP1463  ______________________________________________________________________
 PP1463  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP1463  DYNAMIC HEIGHT  -        257.392 (meters)      844.46  (feet) COMP
 PP1463  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1463
 PP1463  VERT ORDER      -  SECOND    CLASS 0
 PP1463
 PP1463.The horizontal coordinates were established by differentially corrected
 PP1463.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1463.
 PP1463.The orthometric height was determined by differential leveling and
 PP1463.adjusted in June 1991.
 PP1463
 PP1463.Photographs are available for this station.
 PP1463
 PP1463.The dynamic height is computed by dividing the NAVD 88
 PP1463.geopotential number by the normal gravity value computed on the
 PP1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1463.degrees latitude (g = 980.6199 gals.).
 PP1463
 PP1463.The modeled gravity was interpolated from observed gravity values.
 PP1463
 PP1463;                    North         East    Units  Estimated Accuracy
 PP1463;SPC MN S     -   319,885.2     859,431.3     MT  (+/- 3 meters HH1 GPS) 
 PP1463
 PP1463                          SUPERSEDED SURVEY CONTROL
 PP1463
 PP1463  NGVD 29 (??/??/92)  257.342  (m)          844.30   (f) ADJ UNCH    2 0
 PP1463
 PP1463.Superseded values are not recommended for survey control.
 PP1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1463.See file dsdata.txt to determine how the superseded data were derived.
 PP1463
 PP1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8056380365(NAD 83)
 PP1463
 PP1463_MARKER: DB = BENCH MARK DISK
 PP1463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1463_SP_SET: BRIDGE ABUTMENT
 PP1463_STAMPING: 2783 D 1972
 PP1463_MARK LOGO: MNHD  
 PP1463_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1463+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2007
 PP1463
 PP1463  HISTORY     - Date     Condition        Report By
 PP1463  HISTORY     - 1972     MONUMENTED       MNHD
 PP1463  HISTORY     - 19861001 GOOD             USPSQD
 PP1463  HISTORY     - 20070711 GOOD             MNDT
 PP1463  HISTORY     - 20070813 GOOD             MNDT
 PP1463
 PP1463                          STATION DESCRIPTION
 PP1463
 PP1463'DESCRIBED BY MN HIGHWAY DEPT 1972
 PP1463'IN MINNEAPOLIS.
 PP1463'MARK IS LOCATED IN MINNEAPOLIS, 0.5 MILES SOUTH OF UNIVERSITY AVENUE
 PP1463'SOUTHEAST, 0.5 MILES NORTHEAST OF TH 12, IN THE SOUTHWEST CORNER OF
 PP1463'BRIDGE NO. 9340, FAI 35W OVER THE MISSISSIPPI RIVER, THE BURLINGTON
 PP1463'NORTHERN RAILROAD AND SECOND STREET SOUTHEAST.  SW 1/4 SECTION 24, T
 PP1463'29, R 24.
 PP1463
 PP1463                          STATION RECOVERY (1986)
 PP1463
 PP1463'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1463'RECOVERED IN GOOD CONDITION.
 PP1463
 PP1463                          STATION RECOVERY (2007)
 PP1463
 PP1463'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1463'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1463'PAUL, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 0.9 MI (1.4
 PP1463'KM) EAST-SOUTHEAST OF MINNEAPOLIS.
 PP1463' 
 PP1463'TO REACH TO THE MARK IN MINNEAPOLIS, GO 0.5 MI (0.8 KM) SOUTH OF
 PP1463'UNIVERSITY AVENUE, 0.5 MI (0.8 KM) NORTHEAST OF TRUNK HIGHWAY 122, IN
 PP1463'SOUTHWEST CORNER OF INTERSTATE HIGHWAY 35W BRIDGE 9430 OVER
 PP1463'MISSISSIPPI RIVER-2ND ST SOUTHEAST AND RAILROAD.
 PP1463
 PP1463                          STATION RECOVERY (2007)
 PP1463
 PP1463'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 PP1463'THE MARK IS LOCATED IN MINNEAPOLIS, 0.5 MILES SOUTH OF UNIVERSITY AVE,
 PP1463'0.5 MILES NORTHEAST OF TRUNK HIGHWAY 122, IN SOUTHWEST CORNER OF
 PP1463'INTERSTATE HIGHWAY 35W BRIDGE 9430 OVER MISSISSIPPI RIVER-2ND ST
 PP1463'SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1413 ***********************************************************************
 PP1413  DESIGNATION -  2783 E
 PP1413  PID         -  PP1413
 PP1413  STATE/COUNTY-  MN/HENNEPIN
 PP1413  COUNTRY     -  US
 PP1413  USGS QUAD   -  ST PAUL WEST (1993)
 PP1413
 PP1413                         *CURRENT SURVEY CONTROL
 PP1413  ______________________________________________________________________
 PP1413* NAD 83(1986) POSITION- 44 58 58.96   (N) 093 14 32.88   (W)   HD_HELD1  
 PP1413* NAVD 88 ORTHO HEIGHT -   252.522  (meters)     828.48  (feet) ADJUSTED  
 PP1413  ______________________________________________________________________
 PP1413  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP1413  DYNAMIC HEIGHT  -        252.515 (meters)      828.46  (feet) COMP
 PP1413  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1413
 PP1413  VERT ORDER      -  SECOND    CLASS I
 PP1413
 PP1413.The horizontal coordinates were established by differentially corrected
 PP1413.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1413.
 PP1413.The orthometric height was determined by differential leveling and
 PP1413.adjusted in June 1991.
 PP1413
 PP1413.Photographs are available for this station.
 PP1413
 PP1413.The dynamic height is computed by dividing the NAVD 88
 PP1413.geopotential number by the normal gravity value computed on the
 PP1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1413.degrees latitude (g = 980.6199 gals.).
 PP1413
 PP1413.The modeled gravity was interpolated from observed gravity values.
 PP1413
 PP1413;                    North         East    Units  Estimated Accuracy
 PP1413;SPC MN S     -   320,619.4     859,743.3     MT  (+/- 3 meters HH1 GPS) 
 PP1413
 PP1413                          SUPERSEDED SURVEY CONTROL
 PP1413
 PP1413  NGVD 29 (??/??/92)  252.465  (m)          828.30   (f) ADJ UNCH    2 0
 PP1413
 PP1413.Superseded values are not recommended for survey control.
 PP1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1413.See file dsdata.txt to determine how the superseded data were derived.
 PP1413
 PP1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8088481095(NAD 83)
 PP1413
 PP1413_MARKER: DB = BENCH MARK DISK
 PP1413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1413_SP_SET: BRIDGE ABUTMENT
 PP1413_STAMPING: 2783 E 1972
 PP1413_MARK LOGO: MNHD  
 PP1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1413+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 PP1413
 PP1413  HISTORY     - Date     Condition        Report By
 PP1413  HISTORY     - 1972     MONUMENTED       MNHD
 PP1413  HISTORY     - 1973     GOOD             MNDT
 PP1413  HISTORY     - 19861001 GOOD             USPSQD
 PP1413  HISTORY     - 1989     GOOD             USPSQD
 PP1413  HISTORY     - 20000326 GOOD             USPSQD
 PP1413  HISTORY     - 20070628 GOOD             MNDT
 PP1413
 PP1413                          STATION DESCRIPTION
 PP1413
 PP1413'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1413'IN MINNEAPOLIS.
 PP1413'THE MARK IS APPROXIMATELY 3.1 MILE SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1413'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1413'AND IS APPROXIMATELY 1.4 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1413'THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W IN MINNEAPOLIS. IT IS
 PP1413'SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27883 (4TH STREET
 PP1413'SOUTHEAST OVER INTERSTATE 35W), AND IS ABOUT LEVEL WITH THE SIDEWALK.
 PP1413'CORNER OF SE 1/4, SEC 24, T 29N, R 24W.
 PP1413
 PP1413                          STATION RECOVERY (1986)
 PP1413
 PP1413'RECOVERY NOTE BY US POWER SQUADRON 1986 (DM)
 PP1413'RECOVERED IN GOOD CONDITION.
 PP1413
 PP1413                          STATION RECOVERY (1989)
 PP1413
 PP1413'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1413'RECOVERED IN GOOD CONDITION.
 PP1413
 PP1413                          STATION RECOVERY (2000)
 PP1413
 PP1413'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1413'RECOVERED IN GOOD CONDITION.
 PP1413
 PP1413                          STATION RECOVERY (2007)
 PP1413
 PP1413'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1413'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1413'PAUL, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8
 PP1413'KM) EAST OF MINNEAPOLIS.
 PP1413' 
 PP1413'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 3.15 MI (5.1 KM)
 PP1413'SOUTHWEST ALONG INTERSTATE 35W FROM THE JUNCTION OF INTERSTATE 35W AND
 PP1413'TRUNK HIGHWAY 280 IN ROSEVILLE, 3.1 MI (5.0 KM) SOUTHWEST OF TRUNK
 PP1413'HIGHWAY 280, 1.4 MI (2.3 KM) NORTHEAST OF INTERSTATE HIGHWAY 94, IN
 PP1413'SOUTHEAST CORNER OF FOURTH ST SOUTHEAST BRIDGE 27883 OVER INTERSTATE
 PP1413'HIGHWAY 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1412 ***********************************************************************
 PP1412  DESIGNATION -  2783 F
 PP1412  PID         -  PP1412
 PP1412  STATE/COUNTY-  MN/HENNEPIN
 PP1412  COUNTRY     -  US
 PP1412  USGS QUAD   -  ST PAUL WEST (1993)
 PP1412
 PP1412                         *CURRENT SURVEY CONTROL
 PP1412  ______________________________________________________________________
 PP1412* NAD 83(1986) POSITION- 44 59 02.1    (N) 093 14 29.3    (W)   HD_HELD2  
 PP1412* NAVD 88 ORTHO HEIGHT -   254.353  (meters)     834.49  (feet) ADJUSTED  
 PP1412  ______________________________________________________________________
 PP1412  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PP1412  DYNAMIC HEIGHT  -        254.347 (meters)      834.47  (feet) COMP
 PP1412  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1412
 PP1412  VERT ORDER      -  SECOND    CLASS I
 PP1412
 PP1412.The horizontal coordinates were established by autonomous hand held GPS
 PP1412.observations and have an estimated accuracy of +/- 10 meters.
 PP1412.
 PP1412.The orthometric height was determined by differential leveling and
 PP1412.adjusted in June 1991.
 PP1412
 PP1412.Photographs are available for this station.
 PP1412
 PP1412.The dynamic height is computed by dividing the NAVD 88
 PP1412.geopotential number by the normal gravity value computed on the
 PP1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1412.degrees latitude (g = 980.6199 gals.).
 PP1412
 PP1412.The modeled gravity was interpolated from observed gravity values.
 PP1412
 PP1412;                    North         East    Units  Estimated Accuracy
 PP1412;SPC MN S     -   320,717.      859,821.      MT  (+/- 10 meters HH2 GPS)
 PP1412
 PP1412                          SUPERSEDED SURVEY CONTROL
 PP1412
 PP1412  NGVD 29 (??/??/92)  254.297  (m)          834.31   (f) ADJ UNCH    2 0
 PP1412
 PP1412.Superseded values are not recommended for survey control.
 PP1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1412.See file dsdata.txt to determine how the superseded data were derived.
 PP1412
 PP1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8096281192(NAD 83)
 PP1412
 PP1412_MARKER: DB = BENCH MARK DISK
 PP1412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1412_SP_SET: BRIDGE WALKWAY
 PP1412_STAMPING: 2783 F 1973
 PP1412_MARK LOGO: MNHD  
 PP1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1412+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2007
 PP1412
 PP1412  HISTORY     - Date     Condition        Report By
 PP1412  HISTORY     - 1973     MONUMENTED       MNHD
 PP1412  HISTORY     - 1989     GOOD             USPSQD
 PP1412  HISTORY     - 20000326 GOOD             USPSQD
 PP1412  HISTORY     - 20070628 GOOD             MNDT
 PP1412
 PP1412                          STATION DESCRIPTION
 PP1412
 PP1412'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1412'IN MINNEAPOLIS.
 PP1412'THE MARK IS APPROXIMATELY 3 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1412'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1412'AND APPROXIMATELY 1.5 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1412'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 94 IN MINNEAPOLIS. IT IS
 PP1412'SET IN THE SOUTHEAST CORNER (WALK) OF BRIDGE NUMBER (PEDESTRIAN BRIDGE
 PP1412'OVER INTERSTATE 35W AT 5TH STREET SOUTHEAST), IS 1.5 FEET EAST OF EAST
 PP1412'END OF BRIDGE DECK, 0.5 FEET NORTH OF SOUTH CHAIN LINK FENCE, AND IS 4
 PP1412'FEET ABOVE THE LEVEL OF THE FRONTAGE ROAD. SW 1/4 SECTION 24, T 29N, R
 PP1412'24W.
 PP1412
 PP1412                          STATION RECOVERY (1989)
 PP1412
 PP1412'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1412'RECOVERED IN GOOD CONDITION.
 PP1412
 PP1412                          STATION RECOVERY (2000)
 PP1412
 PP1412'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1412'RECOVERED IN GOOD CONDITION.
 PP1412
 PP1412                          STATION RECOVERY (2007)
 PP1412
 PP1412'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1412'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1412'PAUL, 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.1 MI (1.8
 PP1412'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1412' 
 PP1412'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 3 MI (4.8 KM)
 PP1412'SOUTHWEST OF TRUNK HIGHWAY 280, 1.5 MI (2.4 KM) NORTHEAST OF
 PP1412'INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF PEDESTRIAN BRIDGE 27987
 PP1412'OVER INTERSTATE HIGHWAY 35W AT FIFTH ST, 1 FT (0.3 M) EAST OF EAST END
 PP1412'OF BRIDGE DECK, 0.5 FT (0.2 M) NORTH OF SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1411 ***********************************************************************
 PP1411  DESIGNATION -  2783 G
 PP1411  PID         -  PP1411
 PP1411  STATE/COUNTY-  MN/HENNEPIN
 PP1411  COUNTRY     -  US
 PP1411  USGS QUAD   -  ST PAUL WEST (1993)
 PP1411
 PP1411                         *CURRENT SURVEY CONTROL
 PP1411  ______________________________________________________________________
 PP1411* NAD 83(1996) POSITION- 44 59 11.94130(N) 093 14 18.67316(W)   ADJUSTED  
 PP1411* NAVD 88 ORTHO HEIGHT -   255.164  (meters)     837.15  (feet) ADJUSTED  
 PP1411  ______________________________________________________________________
 PP1411  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC09
 PP1411  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PP1411  DYNAMIC HEIGHT  -        255.157 (meters)      837.13  (feet) COMP
 PP1411  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 PP1411
 PP1411  HORZ ORDER      -  SECOND
 PP1411  VERT ORDER      -  SECOND    CLASS I
 PP1411
 PP1411.The horizontal coordinates were established by classical geodetic methods
 PP1411.and adjusted by the National Geodetic Survey in March 1999.
 PP1411.
 PP1411.The orthometric height was determined by differential leveling and
 PP1411.adjusted in June 1991.
 PP1411
 PP1411.Photographs are available for this station.
 PP1411
 PP1411.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1411
 PP1411.The dynamic height is computed by dividing the NAVD 88
 PP1411.geopotential number by the normal gravity value computed on the
 PP1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1411.degrees latitude (g = 980.6199 gals.).
 PP1411
 PP1411.The modeled gravity was interpolated from observed gravity values.
 PP1411
 PP1411. The following values were computed from the NAD 83(1996) position.
 PP1411
 PP1411;                    North         East     Units Scale Factor Converg.
 PP1411;SPC MN S     -   321,022.974   860,050.804   MT  0.99995787   +0 32 01.5
 PP1411;SPC MN S     - 1,053,222.87  2,821,683.35   sFT  0.99995787   +0 32 01.5
 PP1411;UTM  15      - 4,981,495.095   481,196.585   MT  0.99960435   -0 10 07.0
 PP1411
 PP1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1411!SPC MN S     -   0.99996425  x   0.99995787  =   0.99992213
 PP1411!UTM  15      -   0.99996425  x   0.99960435  =   0.99956862
 PP1411
 PP1411                          SUPERSEDED SURVEY CONTROL
 PP1411
 PP1411  NAD 83(1986)-  44 59 11.93505(N)    093 14 18.66815(W) AD(       ) 2
 PP1411  NAD 83(1986)-  44 59 11.93727(N)    093 14 18.66914(W) AD(       ) 2
 PP1411  NAD 27      -  44 59 12.06063(N)    093 14 17.86165(W) AD(       ) 2
 PP1411  NAVD 88 (04/09/98)  255.16   (m)          837.1    (f) LEVELING    3  
 PP1411  NGVD 29 (??/??/92)  255.107  (m)          836.96   (f) ADJ UNCH    2 0
 PP1411
 PP1411.Superseded values are not recommended for survey control.
 PP1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1411.See file dsdata.txt to determine how the superseded data were derived.
 PP1411
 PP1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8119681495(NAD 83)
 PP1411
 PP1411_MARKER: DB = BENCH MARK DISK
 PP1411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1411_SP_SET: BRIDGE ABUTMENT
 PP1411_STAMPING: 2783 G 1973
 PP1411_MARK LOGO: MNHD  
 PP1411_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1411+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP1411
 PP1411  HISTORY     - Date     Condition        Report By
 PP1411  HISTORY     - 1973     MONUMENTED       MNHD
 PP1411  HISTORY     - 1973     GOOD             MNHD
 PP1411  HISTORY     - 1989     GOOD             USPSQD
 PP1411  HISTORY     - 20000326 GOOD             USPSQD
 PP1411  HISTORY     - 20070710 GOOD             MNDT
 PP1411
 PP1411                          STATION DESCRIPTION
 PP1411
 PP1411'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1411'IN MINNEAPOLIS.
 PP1411'THE MARK IS APPROXIMATELY 2.8 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1411'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1411'AND APPROXIMATELY 1.7 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1411'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 94 IN MINNEAPOLIS. IT IS
 PP1411'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 27988 (8TH STREET
 PP1411'SOUTHEAST OVER INTERSTATE 35W), IS 100 FEET WEST OF 10TH AVENUE
 PP1411'SOUTHEAST AND IS ABOUT LEVEL WITH THE SIDEWALK.  NW 1/4 SECTION 24, T
 PP1411'29N, R 24W.
 PP1411
 PP1411                          STATION RECOVERY (1973)
 PP1411
 PP1411'RECOVERY NOTE BY MN HIGHWAY DEPT 1973 (DKH)
 PP1411'THE STATION IS LOCATED IN THE EAST PART OF MINNEAPOLIS.
 PP1411'
 PP1411'2783 G MNHD, A STANDARD MNHD BENCH MARK DISK STAMPED 2783 G 1973, IS
 PP1411'SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 27988 (8TH STREET
 PP1411'SOUTHEAST OVER INTERSTATE 35W), IS 100 FEET WEST OF 10TH AVENUE
 PP1411'SOUTHEAST AND IS ABOUT LEVEL WITH THE SIDEWALK.
 PP1411'
 PP1411'NEAREST TOWN--MINNEAPOLIS.
 PP1411'
 PP1411'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 PP1411
 PP1411                          STATION RECOVERY (1989)
 PP1411
 PP1411'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1411'RECOVERED IN GOOD CONDITION.
 PP1411
 PP1411                          STATION RECOVERY (2000)
 PP1411
 PP1411'RECOVERY NOTE BY US POWER SQUADRON 2000
 PP1411'RECOVERED IN GOOD CONDITION.
 PP1411
 PP1411                          STATION RECOVERY (2007)
 PP1411
 PP1411'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1411'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 PP1411'PAUL, 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.3 MI (2.1
 PP1411'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1411' 
 PP1411'TO REACH TO THE MARK IN MINNEAPOLIS, GO 1.7 MI (2.7 KM) NORTHEAST OF
 PP1411'THE JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 94, IN
 PP1411'SOUTHEAST ABUTMENT OF EIGHTH ST SOUTHEAST BRIDGE 27988 OVER INTERSTATE
 PP1411'HIGHWAY 35W, 100 FT (30.5 M) WEST OF 10TH AVENUE SE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1410 ***********************************************************************
 PP1410  DESIGNATION -  2783 H
 PP1410  PID         -  PP1410
 PP1410  STATE/COUNTY-  MN/HENNEPIN
 PP1410  COUNTRY     -  US
 PP1410  USGS QUAD   -  ST PAUL WEST (1993)
 PP1410
 PP1410                         *CURRENT SURVEY CONTROL
 PP1410  ______________________________________________________________________
 PP1410* NAD 83(1986) POSITION- 44 59 15.07   (N) 093 14 12.39   (W)   HD_HELD1  
 PP1410* NAVD 88 ORTHO HEIGHT -   256.526  (meters)     841.62  (feet) ADJUSTED  
 PP1410  ______________________________________________________________________
 PP1410  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PP1410  DYNAMIC HEIGHT  -        256.520 (meters)      841.60  (feet) COMP
 PP1410  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 PP1410
 PP1410  VERT ORDER      -  SECOND    CLASS I
 PP1410
 PP1410.The horizontal coordinates were established by differentially corrected
 PP1410.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1410.
 PP1410.The orthometric height was determined by differential leveling and
 PP1410.adjusted in June 1991.
 PP1410
 PP1410.Photographs are available for this station.
 PP1410
 PP1410.The dynamic height is computed by dividing the NAVD 88
 PP1410.geopotential number by the normal gravity value computed on the
 PP1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1410.degrees latitude (g = 980.6199 gals.).
 PP1410
 PP1410.The modeled gravity was interpolated from observed gravity values.
 PP1410
 PP1410;                    North         East    Units  Estimated Accuracy
 PP1410;SPC MN S     -   321,120.8     860,187.5     MT  (+/- 3 meters HH1 GPS) 
 PP1410
 PP1410                          SUPERSEDED SURVEY CONTROL
 PP1410
 PP1410  NGVD 29 (??/??/92)  256.469  (m)          841.43   (f) ADJ UNCH    2 0
 PP1410
 PP1410.Superseded values are not recommended for survey control.
 PP1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1410.See file dsdata.txt to determine how the superseded data were derived.
 PP1410
 PP1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8133481591(NAD 83)
 PP1410
 PP1410_MARKER: DB = BENCH MARK DISK
 PP1410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1410_SP_SET: BRIDGE ABUTMENT
 PP1410_STAMPING: 2783 H 1973
 PP1410_MARK LOGO: MNHD  
 PP1410_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1410+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP1410
 PP1410  HISTORY     - Date     Condition        Report By
 PP1410  HISTORY     - 1973     MONUMENTED       MNHD
 PP1410  HISTORY     - 1989     GOOD             USPSQD
 PP1410  HISTORY     - 20070710 GOOD             MNDT
 PP1410
 PP1410                          STATION DESCRIPTION
 PP1410
 PP1410'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1410'IN MINNEAPOLIS.
 PP1410'THE MARK IS APPROXIMATELY 2.7 MILES SOUTHEASTERLY ALONG INTERSTATE 35W
 PP1410'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN
 PP1410'ROSEVILLE, AND IS APPROXIMATELY 1.8 MILES NORTHEASTERLY ALONG
 PP1410'INTERSTATE 35W FROM THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W
 PP1410'IN MINNEAPOLIS.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 PP1410'BRIDGE NUMBER 27990 (BURLINGTON NORTHERN RAILROAD OVER INTERSTATE),
 PP1410'AND IS 8.4 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS.  IT IS ABOUT
 PP1410'LEVEL WITH THE TRACKS.  NE 1/4 SECTION 24, T 29N, R 24W.
 PP1410
 PP1410                          STATION RECOVERY (1989)
 PP1410
 PP1410'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1410'RECOVERED IN GOOD CONDITION.
 PP1410
 PP1410                          STATION RECOVERY (2007)
 PP1410
 PP1410'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1410'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF SAINT
 PP1410'PAUL, 5.7 MI (9.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.4 MI (2.3
 PP1410'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1410' 
 PP1410'TO REACH TO THE MARK IN SOUTHEAST MINNEAPOLIS, GO 2.7 MI (4.3 KM)
 PP1410'SOUTHEAST OF TRUNK HIGHWAY 280, 1.8 MI (2.9 KM) NORTHEAST OF
 PP1410'INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF RAILROAD BRIDGE 27990
 PP1410'OVER INTERSTATE HIGHWAY 35W, 8.4 FT (2.6 M) SOUTH OF SOUTH RAIL OF
 PP1410'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1407 ***********************************************************************
 PP1407  DESIGNATION -  2783 J
 PP1407  PID         -  PP1407
 PP1407  STATE/COUNTY-  MN/HENNEPIN
 PP1407  COUNTRY     -  US
 PP1407  USGS QUAD   -  ST PAUL WEST (1993)
 PP1407
 PP1407                         *CURRENT SURVEY CONTROL
 PP1407  ______________________________________________________________________
 PP1407* NAD 83(1986) POSITION- 44 59 30.84   (N) 093 14 13.59   (W)   HD_HELD1  
 PP1407* NAVD 88 ORTHO HEIGHT -   256.118  (meters)     840.28  (feet) ADJUSTED  
 PP1407  ______________________________________________________________________
 PP1407  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PP1407  DYNAMIC HEIGHT  -        256.111 (meters)      840.26  (feet) COMP
 PP1407  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 PP1407
 PP1407  VERT ORDER      -  SECOND    CLASS I
 PP1407
 PP1407.The horizontal coordinates were established by differentially corrected
 PP1407.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1407.
 PP1407.The orthometric height was determined by differential leveling and
 PP1407.adjusted in June 1991.
 PP1407
 PP1407.Photographs are available for this station.
 PP1407
 PP1407.The dynamic height is computed by dividing the NAVD 88
 PP1407.geopotential number by the normal gravity value computed on the
 PP1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1407.degrees latitude (g = 980.6199 gals.).
 PP1407
 PP1407.The modeled gravity was interpolated from observed gravity values.
 PP1407
 PP1407;                    North         East    Units  Estimated Accuracy
 PP1407;SPC MN S     -   321,607.4     860,156.7     MT  (+/- 3 meters HH1 GPS) 
 PP1407
 PP1407                          SUPERSEDED SURVEY CONTROL
 PP1407
 PP1407  NGVD 29 (??/??/92)  256.061  (m)          840.09   (f) ADJ UNCH    2 0
 PP1407
 PP1407.Superseded values are not recommended for survey control.
 PP1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1407.See file dsdata.txt to determine how the superseded data were derived.
 PP1407
 PP1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8130982077(NAD 83)
 PP1407
 PP1407_MARKER: DB = BENCH MARK DISK
 PP1407_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1407_SP_SET: WALL
 PP1407_STAMPING: 2783 J 1973
 PP1407_MARK LOGO: MNHD  
 PP1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1407+STABILITY: SURFACE MOTION
 PP1407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1407+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP1407
 PP1407  HISTORY     - Date     Condition        Report By
 PP1407  HISTORY     - 1973     MONUMENTED       MNHD
 PP1407  HISTORY     - 1989     GOOD             USPSQD
 PP1407  HISTORY     - 20070710 GOOD             MNDT
 PP1407
 PP1407                          STATION DESCRIPTION
 PP1407
 PP1407'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1407'IN MINNEAPOLIS.
 PP1407'THE MARK IS APPROXIMATELY 2.4 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1407'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN ROSEVILLE
 PP1407'AND APPROXIMATELY 2.1 MILES NORTHEASTERLY ALONG INTERSTATE 35W FROM
 PP1407'THE JUNCTION OF INTERSTATE 35W AND INTERSTATE 94 IN MINNEAPOLIS. IT IS
 PP1407'1 FOOT SOUTH OF THE SOUTHEAST CORNER OF BRIDGE 27994 (JOHNSON STREET
 PP1407'NORTHEAST OVER INTERSTATE 35W), 116 FEET NORTHWEST OF THE NORTHWEST
 PP1407'CORNER OF BRIDGE 27989 (EAST HENNEPIN AVENUE OVER INTERSTATE 35W), 110
 PP1407'FEET NORTH OF NORTH CURB LINE OF EAST HENNEPIN AVENUE, AND 3.2 FEET
 PP1407'EAST OF EAST EDGE OF EAST CURB OF JOHNSON STREET NORTHEAST. IT IS SET
 PP1407'IN THE NORTHWEST END OF A CONCRETE RETAINING WALL AND IS 2.3 FEET
 PP1407'ABOVE THE LEVEL OF THE SIDEWALK. SE 1/4 SECTION 13, T 29N, R 24WEST.
 PP1407
 PP1407                          STATION RECOVERY (1989)
 PP1407
 PP1407'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1407'RECOVERED IN GOOD CONDITION.
 PP1407
 PP1407                          STATION RECOVERY (2007)
 PP1407
 PP1407'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1407'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST-NORTHWEST OF SAINT
 PP1407'PAUL, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.5 MI (2.4
 PP1407'KM) EAST-NORTHEAST OF MINNEAPOLIS.
 PP1407' 
 PP1407'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 2.4 MI (3.9 KM)
 PP1407'SOUTHWEST OF TRUNK HIGHWAY 280, 2.1 MI (3.4 KM) NORTHEAST OF
 PP1407'INTERSTATE HIGHWAY 94, IN NORTHWEST END OF RETAINING WALL THAT IS 1 FT
 PP1407'(0.3 M) SOUTH OF THE SOUTHEAST CORNER OF JOHNSON ST NORTHEAST BRIDGE
 PP1407'27994 OVER INTERSTATE HIGHWAY 35W, 3.2 FT (1.0 M) EAST OF EAST CURB ON
 PP1407'JOHNSON ST NE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1405 ***********************************************************************
 PP1405  DESIGNATION -  2783 M
 PP1405  PID         -  PP1405
 PP1405  STATE/COUNTY-  MN/HENNEPIN
 PP1405  COUNTRY     -  US
 PP1405  USGS QUAD   -  ST PAUL WEST (1993)
 PP1405
 PP1405                         *CURRENT SURVEY CONTROL
 PP1405  ______________________________________________________________________
 PP1405* NAD 83(1986) POSITION- 44 59 54.99   (N) 093 14 14.31   (W)   HD_HELD1  
 PP1405* NAVD 88 ORTHO HEIGHT -   260.482  (meters)     854.60  (feet) ADJUSTED  
 PP1405  ______________________________________________________________________
 PP1405  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PP1405  DYNAMIC HEIGHT  -        260.475 (meters)      854.58  (feet) COMP
 PP1405  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 PP1405
 PP1405  VERT ORDER      -  SECOND    CLASS I
 PP1405
 PP1405.The horizontal coordinates were established by differentially corrected
 PP1405.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1405.
 PP1405.The orthometric height was determined by differential leveling and
 PP1405.adjusted in June 1991.
 PP1405
 PP1405.Photographs are available for this station.
 PP1405
 PP1405.The dynamic height is computed by dividing the NAVD 88
 PP1405.geopotential number by the normal gravity value computed on the
 PP1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1405.degrees latitude (g = 980.6199 gals.).
 PP1405
 PP1405.The modeled gravity was interpolated from observed gravity values.
 PP1405
 PP1405;                    North         East    Units  Estimated Accuracy
 PP1405;SPC MN S     -   322,352.7     860,134.0     MT  (+/- 3 meters HH1 GPS) 
 PP1405
 PP1405                          SUPERSEDED SURVEY CONTROL
 PP1405
 PP1405  NGVD 29 (??/??/92)  260.424  (m)          854.41   (f) ADJ UNCH    2 0
 PP1405
 PP1405.Superseded values are not recommended for survey control.
 PP1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1405.See file dsdata.txt to determine how the superseded data were derived.
 PP1405
 PP1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8129682823(NAD 83)
 PP1405
 PP1405_MARKER: DD = SURVEY DISK
 PP1405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1405_SP_SET: BRIDGE ABUTMENT
 PP1405_STAMPING: 2783 M 1973
 PP1405_MARK LOGO: MNHD  
 PP1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1405+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 PP1405
 PP1405  HISTORY     - Date     Condition        Report By
 PP1405  HISTORY     - 1973     MONUMENTED       MNHD
 PP1405  HISTORY     - 1989     GOOD             USPSQD
 PP1405  HISTORY     - 20070710 GOOD             MNDT
 PP1405
 PP1405                          STATION DESCRIPTION
 PP1405
 PP1405'DESCRIBED BY MN HIGHWAY DEPT 1973
 PP1405'IN MINNEAPOLIS.
 PP1405'THE MARK IS APPROXIMATELY 1.9 MILES SOUTHWESTERLY ALONG INTERSTATE 35W
 PP1405'FROM THE JUNCTION OF TRUNK HIGHWAY 280 AND INTERSTATE 35W IN
 PP1405'ROSEVILLE, AND APPROXIMATELY 2.6 MILES NORTHEASTERLY ALONG INTERSTATE
 PP1405'35W FROM THE JUNCTION OF INTERSTATE 94 AND INTERSTATE 35W IN
 PP1405'MINNEAPOLIS.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 PP1405'NUMBER 27886 (BROADWAY STREET NORTHEAST OVER INTERSTATE 35W).  IT IS
 PP1405'14 FEET WEST OF WEST CURB LINE OF JOHNSON STREET NORTHEAST.  IT IS
 PP1405'ABOUT LEVEL WITH THE ADJOINING RETAINING WALL AND IS 3 FEET ABOVE THE
 PP1405'LEVEL OF THE SIDEWALK.  SW 1/4 SECTION 13, T 29N, R 24W.
 PP1405
 PP1405                          STATION RECOVERY (1989)
 PP1405
 PP1405'RECOVERY NOTE BY US POWER SQUADRON 1989 (TJZ)
 PP1405'RECOVERED IN GOOD CONDITION.
 PP1405
 PP1405                          STATION RECOVERY (2007)
 PP1405
 PP1405'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1405'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 PP1405'PAUL, 5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 1.8 MI (2.9
 PP1405'KM) NORTHEAST OF MINNEAPOLIS.
 PP1405' 
 PP1405'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.9 MI (3.1 KM)
 PP1405'SOUTHWEST OF TRUNK HIGHWAY 280, 2.6 MI (4.2 KM) NORTHEAST OF
 PP1405'INTERSTATE HIGHWAY 94, IN SOUTHEAST CORNER OF BROADWAY ST NORTHEAST
 PP1405'BRIDGE 27886 OVER INTERSTATE HIGHWAY 35W, 14 FT (4.3 M) WEST OF WEST
 PP1405'CURB ON JOHNSON ST NE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1425 ***********************************************************************
 QO1425  DESIGNATION -  2783 P
 QO1425  PID         -  QO1425
 QO1425  STATE/COUNTY-  MN/HENNEPIN
 QO1425  COUNTRY     -  US
 QO1425  USGS QUAD   -  NEW BRIGHTON (1993)
 QO1425
 QO1425                         *CURRENT SURVEY CONTROL
 QO1425  ______________________________________________________________________
 QO1425* NAD 83(1986) POSITION- 45 00 05.92   (N) 093 14 06.04   (W)   HD_HELD1  
 QO1425* NAVD 88 ORTHO HEIGHT -   259.074  (meters)     849.98  (feet) ADJUSTED  
 QO1425  ______________________________________________________________________
 QO1425  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO1425  DYNAMIC HEIGHT  -        259.066 (meters)      849.95  (feet) COMP
 QO1425  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 QO1425
 QO1425  VERT ORDER      -  SECOND    CLASS 0
 QO1425
 QO1425.The horizontal coordinates were established by differentially corrected
 QO1425.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1425.
 QO1425.The orthometric height was determined by differential leveling and
 QO1425.adjusted in June 1991.
 QO1425
 QO1425.Photographs are available for this station.
 QO1425
 QO1425.The dynamic height is computed by dividing the NAVD 88
 QO1425.geopotential number by the normal gravity value computed on the
 QO1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1425.degrees latitude (g = 980.6199 gals.).
 QO1425
 QO1425.The modeled gravity was interpolated from observed gravity values.
 QO1425
 QO1425;                    North         East    Units  Estimated Accuracy
 QO1425;SPC MN S     -   322,691.7     860,311.9     MT  (+/- 3 meters HH1 GPS) 
 QO1425
 QO1425                          SUPERSEDED SURVEY CONTROL
 QO1425
 QO1425  NGVD 29 (??/??/92)  259.015  (m)          849.79   (f) ADJ UNCH    2 0
 QO1425
 QO1425.Superseded values are not recommended for survey control.
 QO1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1425.See file dsdata.txt to determine how the superseded data were derived.
 QO1425
 QO1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8147883159(NAD 83)
 QO1425
 QO1425_MARKER: DB = BENCH MARK DISK
 QO1425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1425_SP_SET: BRIDGE ABUTMENT
 QO1425_STAMPING: 2783 P 1973
 QO1425_MARK LOGO: MNHD  
 QO1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1425
 QO1425  HISTORY     - Date     Condition        Report By
 QO1425  HISTORY     - 1973     MONUMENTED       MNHD
 QO1425  HISTORY     - 1989     GOOD             USPSQD
 QO1425  HISTORY     - 20070710 GOOD             MNDT
 QO1425
 QO1425                          STATION DESCRIPTION
 QO1425
 QO1425'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1425'RECOVERED IN GOOD CONDITION.
 QO1425
 QO1425                          STATION RECOVERY (2007)
 QO1425
 QO1425'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1425'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 QO1425'PAUL, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 2.0 MI (3.2
 QO1425'KM) NORTHEAST OF MINNEAPOLIS.
 QO1425' 
 QO1425'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.75 MI (2.8 KM)
 QO1425'SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY
 QO1425'280, IN NORTHEAST CORNER OF NORTHBOUND INTERSTATE HIGHWAY 35W BRIDGE
 QO1425'27888 OVER NORTHBOUND CONNECTION TO JOHNSON STREET NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1426 ***********************************************************************
 QO1426  DESIGNATION -  2783 Q
 QO1426  PID         -  QO1426
 QO1426  STATE/COUNTY-  MN/HENNEPIN
 QO1426  COUNTRY     -  US
 QO1426  USGS QUAD   -  NEW BRIGHTON (1993)
 QO1426
 QO1426                         *CURRENT SURVEY CONTROL
 QO1426  ______________________________________________________________________
 QO1426* NAD 83(1986) POSITION- 45 00 08.09   (N) 093 14 05.39   (W)   HD_HELD1  
 QO1426* NAVD 88 ORTHO HEIGHT -   259.371  (meters)     850.95  (feet) ADJUSTED  
 QO1426  ______________________________________________________________________
 QO1426  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO1426  DYNAMIC HEIGHT  -        259.364 (meters)      850.93  (feet) COMP
 QO1426  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 QO1426
 QO1426  VERT ORDER      -  SECOND    CLASS 0
 QO1426
 QO1426.The horizontal coordinates were established by differentially corrected
 QO1426.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1426.
 QO1426.The orthometric height was determined by differential leveling and
 QO1426.adjusted in June 1991.
 QO1426
 QO1426.Photographs are available for this station.
 QO1426
 QO1426.The dynamic height is computed by dividing the NAVD 88
 QO1426.geopotential number by the normal gravity value computed on the
 QO1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1426.degrees latitude (g = 980.6199 gals.).
 QO1426
 QO1426.The modeled gravity was interpolated from observed gravity values.
 QO1426
 QO1426;                    North         East    Units  Estimated Accuracy
 QO1426;SPC MN S     -   322,758.8     860,325.5     MT  (+/- 3 meters HH1 GPS) 
 QO1426
 QO1426                          SUPERSEDED SURVEY CONTROL
 QO1426
 QO1426  NGVD 29 (??/??/92)  259.312  (m)          850.76   (f) ADJ UNCH    2 0
 QO1426
 QO1426.Superseded values are not recommended for survey control.
 QO1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1426.See file dsdata.txt to determine how the superseded data were derived.
 QO1426
 QO1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8149283226(NAD 83)
 QO1426
 QO1426_MARKER: DB = BENCH MARK DISK
 QO1426_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1426_SP_SET: BRIDGE ABUTMENT
 QO1426_STAMPING: 2783 Q 1973
 QO1426_MARK LOGO: MNHD  
 QO1426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1426
 QO1426  HISTORY     - Date     Condition        Report By
 QO1426  HISTORY     - 1973     MONUMENTED       MNHD
 QO1426  HISTORY     - 1989     GOOD             USPSQD
 QO1426  HISTORY     - 20070710 GOOD             MNDT
 QO1426
 QO1426                          STATION DESCRIPTION
 QO1426
 QO1426'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1426'RECOVERED IN GOOD CONDITION.
 QO1426
 QO1426                          STATION RECOVERY (2007)
 QO1426
 QO1426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1426'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF SAINT
 QO1426'PAUL, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 2.1 MI (3.4
 QO1426'KM) NORTHEAST OF MINNEAPOLIS.
 QO1426' 
 QO1426'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.75 MI (2.8 KM)
 QO1426'SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 35W AND TRUNK HIGHWAY
 QO1426'280, IN SOUTHWEST CORNER OF SOUTH-BOUND INTERSTATE HIGHWAY 35W BRIDGE
 QO1426'27887 OVER SOUTH-BOUND CONNECTION TO JOHNSON STREET NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1439 ***********************************************************************
 QO1439  DESIGNATION -  2783 R
 QO1439  PID         -  QO1439
 QO1439  STATE/COUNTY-  MN/HENNEPIN
 QO1439  COUNTRY     -  US
 QO1439  USGS QUAD   -  NEW BRIGHTON (1993)
 QO1439
 QO1439                         *CURRENT SURVEY CONTROL
 QO1439  ______________________________________________________________________
 QO1439* NAD 83(1986) POSITION- 45 00 11.51   (N) 093 13 54.07   (W)   HD_HELD1  
 QO1439* NAVD 88 ORTHO HEIGHT -   264.772  (meters)     868.67  (feet) ADJUSTED  
 QO1439  ______________________________________________________________________
 QO1439  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 QO1439  DYNAMIC HEIGHT  -        264.765 (meters)      868.65  (feet) COMP
 QO1439  MODELED GRAVITY -    980,581.2   (mgal)                       NAVD 88
 QO1439
 QO1439  VERT ORDER      -  SECOND    CLASS 0
 QO1439
 QO1439.The horizontal coordinates were established by differentially corrected
 QO1439.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1439.
 QO1439.The orthometric height was determined by differential leveling and
 QO1439.adjusted in June 1991.
 QO1439
 QO1439.Photographs are available for this station.
 QO1439
 QO1439.The dynamic height is computed by dividing the NAVD 88
 QO1439.geopotential number by the normal gravity value computed on the
 QO1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1439.degrees latitude (g = 980.6199 gals.).
 QO1439
 QO1439.The modeled gravity was interpolated from observed gravity values.
 QO1439
 QO1439;                    North         East    Units  Estimated Accuracy
 QO1439;SPC MN S     -   322,866.7     860,572.5     MT  (+/- 3 meters HH1 GPS) 
 QO1439
 QO1439                          SUPERSEDED SURVEY CONTROL
 QO1439
 QO1439  NGVD 29 (??/??/92)  264.713  (m)          868.48   (f) ADJ UNCH    2 0
 QO1439
 QO1439.Superseded values are not recommended for survey control.
 QO1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1439.See file dsdata.txt to determine how the superseded data were derived.
 QO1439
 QO1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8174083331(NAD 83)
 QO1439
 QO1439_MARKER: DB = BENCH MARK DISK
 QO1439_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1439_SP_SET: BRIDGE ABUTMENT
 QO1439_STAMPING: 2783 R 1973
 QO1439_MARK LOGO: MNHD  
 QO1439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1439
 QO1439  HISTORY     - Date     Condition        Report By
 QO1439  HISTORY     - 1973     MONUMENTED       MNHD
 QO1439  HISTORY     - 1989     GOOD             USPSQD
 QO1439  HISTORY     - 20070710 GOOD             MNDT
 QO1439
 QO1439                          STATION DESCRIPTION
 QO1439
 QO1439'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1439'RECOVERED IN GOOD CONDITION.
 QO1439
 QO1439                          STATION RECOVERY (2007)
 QO1439
 QO1439'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO1439'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 QO1439'PAUL, 4.6 MI (7.4 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND 2.2 MI (3.5
 QO1439'KM) NORTHEAST OF MINNEAPOLIS.
 QO1439' 
 QO1439'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 1.5 MI (2.4 KM)
 QO1439'SOUTHWEST OF TRUNK HIGHWAY 280, 200 FT (61.0 M) NORTH OF SOUTH-BOUND
 QO1439'INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF BRIDGE 27889
 QO1439'(SOUTH-BOUND INTERSTATE HIGHWAY 35W CONNECTOR OVER SOUTH-BOUND ARTHUR
 QO1439'STREET NORTHEAST).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1436 ***********************************************************************
 QO1436  DESIGNATION -  2783 U
 QO1436  PID         -  QO1436
 QO1436  STATE/COUNTY-  MN/HENNEPIN
 QO1436  COUNTRY     -  US
 QO1436  USGS QUAD   -  NEW BRIGHTON (1993)
 QO1436
 QO1436                         *CURRENT SURVEY CONTROL
 QO1436  ______________________________________________________________________
 QO1436* NAD 83(1986) POSITION- 45 00 14.66   (N) 093 12 42.53   (W)   HD_HELD1  
 QO1436* NAVD 88 ORTHO HEIGHT -   292.088  (meters)     958.29  (feet) ADJUSTED  
 QO1436  ______________________________________________________________________
 QO1436  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO1436  DYNAMIC HEIGHT  -        292.080 (meters)      958.27  (feet) COMP
 QO1436  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 QO1436
 QO1436  VERT ORDER      -  SECOND    CLASS 0
 QO1436
 QO1436.The horizontal coordinates were established by differentially corrected
 QO1436.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1436.
 QO1436.The orthometric height was determined by differential leveling and
 QO1436.adjusted in June 1991.
 QO1436
 QO1436.Photographs are available for this station.
 QO1436
 QO1436.The dynamic height is computed by dividing the NAVD 88
 QO1436.geopotential number by the normal gravity value computed on the
 QO1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1436.degrees latitude (g = 980.6199 gals.).
 QO1436
 QO1436.The modeled gravity was interpolated from observed gravity values.
 QO1436
 QO1436;                    North         East    Units  Estimated Accuracy
 QO1436;SPC MN S     -   322,978.9     862,138.2     MT  (+/- 3 meters HH1 GPS) 
 QO1436
 QO1436                          SUPERSEDED SURVEY CONTROL
 QO1436
 QO1436  NGVD 29 (??/??/92)  292.028  (m)          958.10   (f) ADJ UNCH    2 0
 QO1436
 QO1436.Superseded values are not recommended for survey control.
 QO1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1436.See file dsdata.txt to determine how the superseded data were derived.
 QO1436
 QO1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8330783424(NAD 83)
 QO1436
 QO1436_MARKER: DB = BENCH MARK DISK
 QO1436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1436_SP_SET: BRIDGE ABUTMENT
 QO1436_STAMPING: 2783 U 1973
 QO1436_MARK LOGO: MNHD  
 QO1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1436
 QO1436  HISTORY     - Date     Condition        Report By
 QO1436  HISTORY     - 1973     MONUMENTED       MNHD
 QO1436  HISTORY     - 1989     GOOD             USPSQD
 QO1436  HISTORY     - 20070711 GOOD             MNDT
 QO1436
 QO1436                          STATION DESCRIPTION
 QO1436
 QO1436'DESCRIBED BY US POWER SQUADRON 1989 (TJZ)
 QO1436'RECOVERED IN GOOD CONDITION.
 QO1436
 QO1436                          STATION RECOVERY (2007)
 QO1436
 QO1436'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO1436'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTHWEST OF SAINT PAUL,
 QO1436'4.3 MI (6.9 KM) SOUTH OF NEW BRIGHTON AND 3.0 MI (4.8 KM)
 QO1436'EAST-NORTHEAST OF MINNEAPOLIS.
 QO1436' 
 QO1436'TO REACH TO THE MARK IN NORTHEAST MINNEAPOLIS, GO 0.6 MI (1.0 KM)
 QO1436'SOUTHWEST OF TRUNK HIGHWAY 280, IN NORTHEAST CORNER OF INTERSTATE
 QO1436'HIGHWAY 35W BRIDGE 27897 OVER INDUSTRIAL BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4494 ***********************************************************************
 DM4494  DESIGNATION -  2783 V
 DM4494  PID         -  DM4494
 DM4494  STATE/COUNTY-  MN/HENNEPIN
 DM4494  COUNTRY     -  US
 DM4494  USGS QUAD   -  ST PAUL WEST (1993)
 DM4494
 DM4494                         *CURRENT SURVEY CONTROL
 DM4494  ______________________________________________________________________
 DM4494* NAD 83(1986) POSITION- 44 59 29.02   (N) 093 14 09.93   (W)   HD_HELD1  
 DM4494* NAVD 88 ORTHO HEIGHT -   255.599  (meters)     838.58  (feet) ADJUSTED  
 DM4494  ______________________________________________________________________
 DM4494  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DM4494  DYNAMIC HEIGHT  -        255.592 (meters)      838.55  (feet) COMP
 DM4494  MODELED GRAVITY -    980,583.5   (mgal)                       NAVD 88
 DM4494
 DM4494  VERT ORDER      -  SECOND    CLASS I
 DM4494
 DM4494.The horizontal coordinates were established by differentially corrected
 DM4494.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4494.
 DM4494.The orthometric height was determined by differential leveling and
 DM4494.adjusted in July 2011.
 DM4494
 DM4494.No vertical observational check was made to the station.
 DM4494
 DM4494.Photographs are available for this station.
 DM4494
 DM4494.The dynamic height is computed by dividing the NAVD 88
 DM4494.geopotential number by the normal gravity value computed on the
 DM4494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4494.degrees latitude (g = 980.6199 gals.).
 DM4494
 DM4494.The modeled gravity was interpolated from observed gravity values.
 DM4494
 DM4494;                    North         East    Units  Estimated Accuracy
 DM4494;SPC MN S     -   321,551.9     860,237.4     MT  (+/- 3 meters HH1 GPS) 
 DM4494
 DM4494                          SUPERSEDED SURVEY CONTROL
 DM4494
 DM4494.No superseded survey control is available for this station.
 DM4494
 DM4494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8138982021(NAD 83)
 DM4494
 DM4494_MARKER: DB = BENCH MARK DISK
 DM4494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4494_SP_SET: ABUTMENT
 DM4494_STAMPING: 2783 V 2007
 DM4494_MARK LOGO: MNDT  
 DM4494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4494+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2007
 DM4494
 DM4494  HISTORY     - Date     Condition        Report By
 DM4494  HISTORY     - 1969     MONUMENTED       MNDT
 DM4494  HISTORY     - 20070823 GOOD             MNHD
 DM4494
 DM4494                          STATION DESCRIPTION
 DM4494
 DM4494'DESCRIBED BY MN HIGHWAY DEPT 2007 (MPP)
 DM4494'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF SAINT
 DM4494'PAUL, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON IN
 DM4494'EASTERN-NORTHEASTERN MINNEAPOLIS.
 DM4494' 
 DM4494'THE MARK IS NEAR THE JUNCTION OF EAST HENNEPIN AVENUE AND INTERSTATE
 DM4494'35 WEST.
 DM4494' 
 DM4494'THE MARK IS FOUND 48.0 FT (14.6 M) WEST OF SOUTHEAST 11TH AVENUE, 20.0
 DM4494'FT (6.1 M) SOUTH OF HENNEPIN AVENUE EASTBOUND, IN THE SOUTHEAST CORNER
 DM4494'ABUTMENT OF BRIDGE NUMBER 27989 OVER INTERSTATE 35 WEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4503 ***********************************************************************
 DM4503  DESIGNATION -  2783 W
 DM4503  PID         -  DM4503
 DM4503  STATE/COUNTY-  MN/HENNEPIN
 DM4503  COUNTRY     -  US
 DM4503  USGS QUAD   -  ST PAUL WEST (1993)
 DM4503
 DM4503                         *CURRENT SURVEY CONTROL
 DM4503  ______________________________________________________________________
 DM4503* NAD 83(1986) POSITION- 44 59 48.54   (N) 093 14 14.88   (W)   HD_HELD1  
 DM4503* NAVD 88 ORTHO HEIGHT -   258.201  (meters)     847.11  (feet) ADJUSTED  
 DM4503  ______________________________________________________________________
 DM4503  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DM4503  DYNAMIC HEIGHT  -        258.194 (meters)      847.09  (feet) COMP
 DM4503  MODELED GRAVITY -    980,584.0   (mgal)                       NAVD 88
 DM4503
 DM4503  VERT ORDER      -  SECOND    CLASS I
 DM4503
 DM4503.The horizontal coordinates were established by differentially corrected
 DM4503.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4503.
 DM4503.The orthometric height was determined by differential leveling and
 DM4503.adjusted in July 2011.
 DM4503
 DM4503.Photographs are available for this station.
 DM4503
 DM4503.The dynamic height is computed by dividing the NAVD 88
 DM4503.geopotential number by the normal gravity value computed on the
 DM4503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4503.degrees latitude (g = 980.6199 gals.).
 DM4503
 DM4503.The modeled gravity was interpolated from observed gravity values.
 DM4503
 DM4503;                    North         East    Units  Estimated Accuracy
 DM4503;SPC MN S     -   322,153.5     860,123.4     MT  (+/- 3 meters HH1 GPS) 
 DM4503
 DM4503                          SUPERSEDED SURVEY CONTROL
 DM4503
 DM4503.No superseded survey control is available for this station.
 DM4503
 DM4503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8128282624(NAD 83)
 DM4503
 DM4503_MARKER: DB = BENCH MARK DISK
 DM4503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4503_SP_SET: PEDESTRIAN BRIDGE SIDEWALK
 DM4503_STAMPING: 2783 W 2007
 DM4503_MARK LOGO: MNDT  
 DM4503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4503+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2007
 DM4503
 DM4503  HISTORY     - Date     Condition        Report By
 DM4503  HISTORY     - 1973     MONUMENTED       MNDT
 DM4503  HISTORY     - 20070906 GOOD             MNDT
 DM4503
 DM4503                          STATION DESCRIPTION
 DM4503
 DM4503'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4503'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 DM4503'PAUL, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND IN NORTHEAST
 DM4503'MINNEAPOLIS.
 DM4503' 
 DM4503'TO REACH THE MARK FROM THE JUNCTION OF BROADWAY STREET AND INTERSTATE
 DM4503'35W IN MINNEAPOLIS, GO 0.05 MI (0.1 KM) EAST ALONG BROADWAY STREET,
 DM4503'THENCE 0.10 MI (0.2 KM) SOUTH ON JOHNSON STREET NORTHEAST, THE MARK IS
 DM4503'TO THE RIGHT IN A PEDESTRIAN BRIDGE SIDEWALK.
 DM4503' 
 DM4503'THE MARK IS FOUND AT THE WESTERN EDGE OF THE EASTERN SIDEWALK APPROACH
 DM4503'TO A PEDESTRIAN BRIDGE OVER I-35 AND IS FOUND 68.2 FT (20.8 M) WEST OF
 DM4503'JOHNSON STREET NORTHEAST, 34.3 FT (10.5 M) SOUTHWEST OF THE TOP SPIGOT
 DM4503'NUT OF A FIRE HYDRANT, 3.8 FT (1.2 M) SOUTH OF THE CENTER OF THE
 DM4503'PEDESTRIAN BRIDGE AT ITS FAR SOUTHEASTERN CORNER.  STAMPED WHEN
 DM4503'LEVELED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0582 ***********************************************************************
 QO0582  DESIGNATION -  2785 AA
 QO0582  PID         -  QO0582
 QO0582  STATE/COUNTY-  MN/HENNEPIN
 QO0582  COUNTRY     -  US
 QO0582  USGS QUAD   -  OSSEO (1993)
 QO0582
 QO0582                         *CURRENT SURVEY CONTROL
 QO0582  ______________________________________________________________________
 QO0582* NAD 83(1986) POSITION- 45 02 36.81   (N) 093 27 08.62   (W)   HD_HELD1  
 QO0582* NAVD 88 ORTHO HEIGHT -   290.109  (meters)     951.80  (feet) ADJUSTED  
 QO0582  ______________________________________________________________________
 QO0582  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 QO0582  DYNAMIC HEIGHT  -        290.102 (meters)      951.78  (feet) COMP
 QO0582  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 QO0582
 QO0582  VERT ORDER      -  SECOND    CLASS 0
 QO0582
 QO0582.The horizontal coordinates were established by differentially corrected
 QO0582.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0582.
 QO0582.The orthometric height was determined by differential leveling and
 QO0582.adjusted in June 1991.
 QO0582
 QO0582.Photographs are available for this station.
 QO0582
 QO0582.The dynamic height is computed by dividing the NAVD 88
 QO0582.geopotential number by the normal gravity value computed on the
 QO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0582.degrees latitude (g = 980.6199 gals.).
 QO0582
 QO0582.The modeled gravity was interpolated from observed gravity values.
 QO0582
 QO0582;                    North         East    Units  Estimated Accuracy
 QO0582;SPC MN S     -   327,211.8     843,142.5     MT  (+/- 3 meters HH1 GPS) 
 QO0582
 QO0582                          SUPERSEDED SURVEY CONTROL
 QO0582
 QO0582  NGVD 29 (??/??/92)  290.046  (m)          951.59   (f) ADJ UNCH    2 0
 QO0582
 QO0582.Superseded values are not recommended for survey control.
 QO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0582.See file dsdata.txt to determine how the superseded data were derived.
 QO0582
 QO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6437187888(NAD 83)
 QO0582
 QO0582_MARKER: DB = BENCH MARK DISK
 QO0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0582_SP_SET: BRIDGE ABUTMENT
 QO0582_STAMPING: 2785 AA 1970
 QO0582_MARK LOGO: MNHD  
 QO0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0582+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO0582
 QO0582  HISTORY     - Date     Condition        Report By
 QO0582  HISTORY     - 1970     MONUMENTED       MNHD
 QO0582  HISTORY     - 1986     GOOD             USPSQD
 QO0582  HISTORY     - 20041118 GOOD             USPSQD
 QO0582  HISTORY     - 20070926 GOOD             MNDT
 QO0582  HISTORY     - 20080528 GOOD             MNDT
 QO0582
 QO0582                          STATION DESCRIPTION
 QO0582
 QO0582'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0582'IN PLYMOUTH.
 QO0582'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27974, FAI 494
 QO0582'NORTH BOUND OVER 49TH AVENUE NORTH (INDUSTRIAL PARK ENTRANCE) ABOUT
 QO0582'2.2 MILES NORTH OF TH 55.  SW 1/4 SECTION 10, T 118 N, R 22 W.
 QO0582
 QO0582                          STATION RECOVERY (1986)
 QO0582
 QO0582'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 QO0582'RECOVERED IN GOOD CONDITION.
 QO0582
 QO0582                          STATION RECOVERY (2004)
 QO0582
 QO0582'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0582'RECOVERED IN GOOD CONDITION.
 QO0582
 QO0582                          STATION RECOVERY (2007)
 QO0582
 QO0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0582'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTH OF HOPKINS, 5.8 MI
 QO0582'(9.3 KM) SOUTH-SOUTHWEST OF OSSEO AND 3.6 MI (5.8 KM) EAST OF HAMEL.
 QO0582'TO REACH TO THE MARK AT PLYMOUTH, GO 2.2 MI (3.5 KM) NORTH OF THE
 QO0582'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, IN SOUTHEAST
 QO0582'CORNER OF INTERSTATE HIGHWAY 494 NORTHBOUND BRIDGE 27974 OVER SCHMIDT
 QO0582'LAKE ROAD.
 QO0582
 QO0582                          STATION RECOVERY (2008)
 QO0582
 QO0582'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0582'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1237 ***********************************************************************
 PP1237  DESIGNATION -  2785 AB
 PP1237  PID         -  PP1237
 PP1237  STATE/COUNTY-  MN/HENNEPIN
 PP1237  COUNTRY     -  US
 PP1237  USGS QUAD   -  HOPKINS (1993)
 PP1237
 PP1237                         *CURRENT SURVEY CONTROL
 PP1237  ______________________________________________________________________
 PP1237* NAD 83(1986) POSITION- 44 52 39.     (N) 093 26 13.     (W)   SCALED    
 PP1237* NAVD 88 ORTHO HEIGHT -   268.293  (meters)     880.22  (feet) ADJUSTED  
 PP1237  ______________________________________________________________________
 PP1237  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PP1237  DYNAMIC HEIGHT  -        268.287 (meters)      880.20  (feet) COMP
 PP1237  MODELED GRAVITY -    980,585.8   (mgal)                       NAVD 88
 PP1237
 PP1237  VERT ORDER      -  SECOND    CLASS 0
 PP1237
 PP1237.The horizontal coordinates were scaled from a topographic map and have
 PP1237.an estimated accuracy of +/- 6 seconds.
 PP1237.
 PP1237.The orthometric height was determined by differential leveling and
 PP1237.adjusted in June 1991.
 PP1237
 PP1237.The dynamic height is computed by dividing the NAVD 88
 PP1237.geopotential number by the normal gravity value computed on the
 PP1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1237.degrees latitude (g = 980.6199 gals.).
 PP1237
 PP1237.The modeled gravity was interpolated from observed gravity values.
 PP1237
 PP1237;                    North         East    Units  Estimated Accuracy
 PP1237;SPC MN S     -   308,770.      844,490.      MT  (+/- 180 meters Scaled)
 PP1237
 PP1237                          SUPERSEDED SURVEY CONTROL
 PP1237
 PP1237  NGVD 29 (??/??/92)  268.239  (m)          880.05   (f) ADJ UNCH    2 0
 PP1237
 PP1237.Superseded values are not recommended for survey control.
 PP1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1237.See file dsdata.txt to determine how the superseded data were derived.
 PP1237
 PP1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK654694(NAD 83)
 PP1237
 PP1237_MARKER: DB = BENCH MARK DISK
 PP1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1237_STAMPING: 2785 AB 1970
 PP1237_MARK LOGO: MNHD  
 PP1237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1237+STABILITY: SURFACE MOTION
 PP1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1237+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2007
 PP1237
 PP1237  HISTORY     - Date     Condition        Report By
 PP1237  HISTORY     - 1970     MONUMENTED       MNDT
 PP1237  HISTORY     - 1984     GOOD             MNDT
 PP1237  HISTORY     - 19930205 GOOD             MNDT
 PP1237  HISTORY     - 20070724 MARK NOT FOUND   MNDT
 PP1237
 PP1237                          STATION DESCRIPTION
 PP1237
 PP1237'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1237'IN EDEN PRAIRIE.
 PP1237'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 1.0 MILES NORTH OF THE
 PP1237'JUNCTION OF FAI 494 AND T.H. 5, 1.0 MILES SOUTH OF COUNTY ROAD 62, 121
 PP1237'FEET WEST OF FAI 494 SOUTHBOUND CENTERLINE STATION 154 + 86, 72 FEET
 PP1237'EAST-NORTHEAST OF THE SOUTHEAST LEG OF A STEEL TOWER (POWER LINE), 66
 PP1237'FEET EAST OF THE NORTHEAST LEG OF A STEEL TOWER (POWERLINE), 42 FEET
 PP1237'EAST OF THE FAI 494 WEST RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL
 PP1237'WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 PP1237'THE GROUND.  SE 1/4 SECTION 3, T 116N, R 22W.
 PP1237
 PP1237                          STATION RECOVERY (1984)
 PP1237
 PP1237'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (EGS)
 PP1237'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SE 1/4 OF
 PP1237'SECTION 2, T116N, R22W, 1.0 MILE NORTH ALONG INTERSTATE HIGHWAY 494
 PP1237'FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 IN EDEN PRAIRIE, 1.0 MILE SOUTH
 PP1237'ALONG INTERSTATE HIGHWAY 494 FROM COUNTY ROAD 62, 121 FEET WEST OF THE
 PP1237'CENTERLINE OF SOUTHBOUND FAI 494 AT ENGINEERS STATION 154+86, 72 FEET
 PP1237'EAST-NORTHEAST OF THE SOUTHEAST LEG OF A STEEL TOWER (POWERLINE), 42
 PP1237'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 1 FOOT EAST OF A STEEL
 PP1237'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1237'STAMPED---2785 AB 1970---, IS SET IN THE TOP OF A 6 FOOT LONG PRE-CAST
 PP1237'(MAGNETIC) CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 PP1237
 PP1237                          STATION RECOVERY (1993)
 PP1237
 PP1237'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PP1237'RECOVERED AS DESCRIBED AND IS AT FAI 494 MP 12.9.
 PP1237
 PP1237                          STATION RECOVERY (2007)
 PP1237
 PP1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1237'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0828 ***********************************************************************
 PP0828  DESIGNATION -  2785 AO
 PP0828  PID         -  PP0828
 PP0828  STATE/COUNTY-  MN/HENNEPIN
 PP0828  COUNTRY     -  US
 PP0828  USGS QUAD   -  BLOOMINGTON (1997)
 PP0828
 PP0828                         *CURRENT SURVEY CONTROL
 PP0828  ______________________________________________________________________
 PP0828* NAD 83(1986) POSITION- 44 51 41.97   (N) 093 17 17.90   (W)   HD_HELD1  
 PP0828* NAVD 88 ORTHO HEIGHT -   260.458  (meters)     854.52  (feet) ADJUSTED  
 PP0828  ______________________________________________________________________
 PP0828  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 PP0828  DYNAMIC HEIGHT  -        260.451 (meters)      854.50  (feet) COMP
 PP0828  MODELED GRAVITY -    980,580.6   (mgal)                       NAVD 88
 PP0828
 PP0828  VERT ORDER      -  SECOND    CLASS 0
 PP0828
 PP0828.The horizontal coordinates were established by differentially corrected
 PP0828.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0828.
 PP0828.The orthometric height was determined by differential leveling and
 PP0828.adjusted in June 1991.
 PP0828
 PP0828.Photographs are available for this station.
 PP0828
 PP0828.The dynamic height is computed by dividing the NAVD 88
 PP0828.geopotential number by the normal gravity value computed on the
 PP0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0828.degrees latitude (g = 980.6199 gals.).
 PP0828
 PP0828.The modeled gravity was interpolated from observed gravity values.
 PP0828
 PP0828;                    North         East    Units  Estimated Accuracy
 PP0828;SPC MN S     -   307,098.4     856,245.7     MT  (+/- 3 meters HH1 GPS) 
 PP0828
 PP0828                          SUPERSEDED SURVEY CONTROL
 PP0828
 PP0828  NGVD 29 (??/??/92)  260.402  (m)          854.34   (f) ADJ UNCH    2 0
 PP0828
 PP0828.Superseded values are not recommended for survey control.
 PP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0828.See file dsdata.txt to determine how the superseded data were derived.
 PP0828
 PP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7722267623(NAD 83)
 PP0828
 PP0828_MARKER: DB = BENCH MARK DISK
 PP0828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP0828_SP_SET: BRIDGE WALKWAY
 PP0828_STAMPING: 2785 AO 1970
 PP0828_MARK LOGO: MNHD  
 PP0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0828+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007
 PP0828
 PP0828  HISTORY     - Date     Condition        Report By
 PP0828  HISTORY     - 1970     MONUMENTED       MNHD
 PP0828  HISTORY     - 1971     GOOD             MNDT
 PP0828  HISTORY     - 1987     POOR             USPSQD
 PP0828  HISTORY     - 1987     GOOD             MNDT
 PP0828  HISTORY     - 1989     POOR             USPSQD
 PP0828  HISTORY     - 19961005 GOOD             USPSQD
 PP0828  HISTORY     - 20040925 GOOD             USPSQD
 PP0828  HISTORY     - 20050613 GOOD             MNDT
 PP0828  HISTORY     - 20070910 GOOD             MNDT
 PP0828
 PP0828                          STATION DESCRIPTION
 PP0828
 PP0828'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0828'IN BLOOMINGTON.
 PP0828'BLOOMINGTON TO MENDOTA, 0.5 MILES EAST OF FAI 35W ALONG FAI 494 IN THE
 PP0828'SOUTHEAST CORNER (CURB) OF BRIDGE NO. 9076, LYNDALE AVENUE OVER FAI
 PP0828'494, AND ABOUT 0.5 FEET HIGHER THAN THE ROADWAY.
 PP0828
 PP0828                          STATION RECOVERY (1987)
 PP0828
 PP0828'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCN)
 PP0828'MARK RECOVERED IN POOR CONDITION.
 PP0828
 PP0828                          STATION RECOVERY (1987)
 PP0828
 PP0828'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PP0828'RECOVERED IN GOOD CONDITION.
 PP0828
 PP0828                          STATION RECOVERY (1989)
 PP0828
 PP0828'RECOVERY NOTE BY US POWER SQUADRON 1989 (GRN)
 PP0828'MARK RECOVERED IN POOR CONDITION.
 PP0828
 PP0828                          STATION RECOVERY (1996)
 PP0828
 PP0828'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP0828'RECOVERED IN GOOD CONDITION.
 PP0828
 PP0828                          STATION RECOVERY (2004)
 PP0828
 PP0828'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP0828'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP0828
 PP0828                          STATION RECOVERY (2005)
 PP0828
 PP0828'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP0828'AT BLOOMINGTON, 0.5 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAY 494
 PP0828'AND INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER SIDEWALK OF LYNDALE
 PP0828'AVENUE BRIDGE 9076 OVER INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY
 PP0828'494 MILEPOINT 4.90
 PP0828
 PP0828                          STATION RECOVERY (2007)
 PP0828
 PP0828'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP0828'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF EDEN PRAIRIE, 8.3
 PP0828'MI (13.4 KM) SOUTH OF MINNEAPOLIS AND 1.5 MI (2.4 KM) NORTH-NORTHEAST
 PP0828'OF BLOOMINGTON.
 PP0828' 
 PP0828'TO REACH TO THE MARK AT BLOOMINGTON, GO 0.5 MI (0.8 KM) EAST OF THE
 PP0828'JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35W, IN
 PP0828'SOUTHEAST CORNER SIDEWALK OF LYNDALE AVENUE BRIDGE 9076 OVER
 PP0828'INTERSTATE HIGHWAY 494, AT INTERSTATE HIGHWAY 494 MI (794.8 KM) POINT
 PP0828'4.90.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1260 ***********************************************************************
 PP1260  DESIGNATION -  2785 AP
 PP1260  PID         -  PP1260
 PP1260  STATE/COUNTY-  MN/HENNEPIN
 PP1260  COUNTRY     -  US
 PP1260  USGS QUAD   -  BLOOMINGTON (1997)
 PP1260
 PP1260                         *CURRENT SURVEY CONTROL
 PP1260  ______________________________________________________________________
 PP1260* NAD 83(1986) POSITION- 44 51 42.22   (N) 093 16 59.88   (W)   HD_HELD1  
 PP1260* NAVD 88 ORTHO HEIGHT -   258.618  (meters)     848.48  (feet) ADJUSTED  
 PP1260  ______________________________________________________________________
 PP1260  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 PP1260  DYNAMIC HEIGHT  -        258.610 (meters)      848.46  (feet) COMP
 PP1260  MODELED GRAVITY -    980,580.4   (mgal)                       NAVD 88
 PP1260
 PP1260  VERT ORDER      -  SECOND    CLASS 0
 PP1260
 PP1260.The horizontal coordinates were established by differentially corrected
 PP1260.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1260.
 PP1260.The orthometric height was determined by differential leveling and
 PP1260.adjusted in June 1991.
 PP1260
 PP1260.Photographs are available for this station.
 PP1260
 PP1260.The dynamic height is computed by dividing the NAVD 88
 PP1260.geopotential number by the normal gravity value computed on the
 PP1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1260.degrees latitude (g = 980.6199 gals.).
 PP1260
 PP1260.The modeled gravity was interpolated from observed gravity values.
 PP1260
 PP1260;                    North         East    Units  Estimated Accuracy
 PP1260;SPC MN S     -   307,109.6     856,641.3     MT  (+/- 3 meters HH1 GPS) 
 PP1260
 PP1260                          SUPERSEDED SURVEY CONTROL
 PP1260
 PP1260  NGVD 29 (??/??/92)  258.561  (m)          848.30   (f) ADJ UNCH    2 0
 PP1260
 PP1260.Superseded values are not recommended for survey control.
 PP1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1260.See file dsdata.txt to determine how the superseded data were derived.
 PP1260
 PP1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7761767629(NAD 83)
 PP1260
 PP1260_MARKER: DD = SURVEY DISK
 PP1260_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1260_SP_SET: BRIDGE ABUTMENT
 PP1260_STAMPING: 2785 AP 1970
 PP1260_MARK LOGO: MNHD  
 PP1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1260+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP1260
 PP1260  HISTORY     - Date     Condition        Report By
 PP1260  HISTORY     - 1970     MONUMENTED       MNHD
 PP1260  HISTORY     - 1970     GOOD             MNDT
 PP1260  HISTORY     - 1990     GOOD             USPSQD
 PP1260  HISTORY     - 20010729 GOOD             USPSQD
 PP1260  HISTORY     - 20040925 GOOD             USPSQD
 PP1260  HISTORY     - 20050613 GOOD             MNDT
 PP1260  HISTORY     - 20070815 GOOD             MNDT
 PP1260
 PP1260                          STATION DESCRIPTION
 PP1260
 PP1260'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1260'IN BLOOMINGTON.
 PP1260'MARK IS LOCATED ABOUT 0.75 MILES EAST OF THE JUNCTION OF FAI 494 AND
 PP1260'FAI 35W IN BLOOMINGTON, IN THE TOP OF THE WALL AT THE SOUTHEAST CORNER
 PP1260'OF BRIDGE NO. 9289 MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD OVER
 PP1260'FAI 494.  CORNER OF NW 1/4, SEC 3, T 27N, R 24W.
 PP1260
 PP1260                          STATION RECOVERY (1990)
 PP1260
 PP1260'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1260'RECOVERED IN GOOD CONDITION.
 PP1260
 PP1260                          STATION RECOVERY (2001)
 PP1260
 PP1260'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1260'RECOVERED IN GOOD CONDITION.
 PP1260
 PP1260                          STATION RECOVERY (2004)
 PP1260
 PP1260'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1260'RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS JRD.
 PP1260
 PP1260                          STATION RECOVERY (2005)
 PP1260
 PP1260'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1260'AT BLOOMINGTON, 0.75 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAY 35W
 PP1260'AND INTERSTATE HIGHWAY 494, IN TOP OF WALL AT SOUTHEAST CORNER OF
 PP1260'INTERSTATE HIGHWAY 494 BRIDGE 9289 (RAILROAD OVER INTERSTATE HIGHWAY
 PP1260'494), AT INTERSTATE HIGHWAY 494 MILEPOINT 4.75
 PP1260
 PP1260                          STATION RECOVERY (2007)
 PP1260
 PP1260'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1260'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) EAST OF EDEN PRAIRIE, 8.2
 PP1260'MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 1.6 MI (2.6 KM) NORTH-NORTHEAST
 PP1260'OF BLOOMINGTON.
 PP1260' 
 PP1260'TO REACH TO THE MARK AT BLOOMINGTON, GO 0.75 MI (1.2 KM) EAST OF THE
 PP1260'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN THE
 PP1260'TOP OF WALL AT SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494 BRIDGE 9289
 PP1260'(RAILROAD OVER INTERSTATE HIGHWAY 494), AT INTERSTATE HIGHWAY 494 MI
 PP1260'(794.8 KM) POINT 4.75.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1261 ***********************************************************************
 PP1261  DESIGNATION -  2785 AQ
 PP1261  PID         -  PP1261
 PP1261  STATE/COUNTY-  MN/HENNEPIN
 PP1261  COUNTRY     -  US
 PP1261  USGS QUAD   -  BLOOMINGTON (1997)
 PP1261
 PP1261                         *CURRENT SURVEY CONTROL
 PP1261  ______________________________________________________________________
 PP1261* NAD 83(1986) POSITION- 44 51 41.23   (N) 093 16 41.42   (W)   HD_HELD1  
 PP1261* NAVD 88 ORTHO HEIGHT -   257.526  (meters)     844.90  (feet) ADJUSTED  
 PP1261  ______________________________________________________________________
 PP1261  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1261  DYNAMIC HEIGHT  -        257.519 (meters)      844.88  (feet) COMP
 PP1261  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 PP1261
 PP1261  VERT ORDER      -  SECOND    CLASS 0
 PP1261
 PP1261.The horizontal coordinates were established by differentially corrected
 PP1261.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1261.
 PP1261.The orthometric height was determined by differential leveling and
 PP1261.adjusted in June 1991.
 PP1261
 PP1261.Photographs are available for this station.
 PP1261
 PP1261.The dynamic height is computed by dividing the NAVD 88
 PP1261.geopotential number by the normal gravity value computed on the
 PP1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1261.degrees latitude (g = 980.6199 gals.).
 PP1261
 PP1261.The modeled gravity was interpolated from observed gravity values.
 PP1261
 PP1261;                    North         East    Units  Estimated Accuracy
 PP1261;SPC MN S     -   307,082.6     857,046.8     MT  (+/- 3 meters HH1 GPS) 
 PP1261
 PP1261                          SUPERSEDED SURVEY CONTROL
 PP1261
 PP1261  NGVD 29 (??/??/92)  257.472  (m)          844.72   (f) ADJ UNCH    2 0
 PP1261
 PP1261.Superseded values are not recommended for survey control.
 PP1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1261.See file dsdata.txt to determine how the superseded data were derived.
 PP1261
 PP1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7802367597(NAD 83)
 PP1261
 PP1261_MARKER: DD = SURVEY DISK
 PP1261_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1261_SP_SET: BRIDGE WALKWAY
 PP1261_STAMPING: 2785 AQ 1970
 PP1261_MARK LOGO: MNHD  
 PP1261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1261+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP1261
 PP1261  HISTORY     - Date     Condition        Report By
 PP1261  HISTORY     - 1970     MONUMENTED       MNHD
 PP1261  HISTORY     - 1970     GOOD             MNDT
 PP1261  HISTORY     - 1987     GOOD             MNDT
 PP1261  HISTORY     - 1990     GOOD             USPSQD
 PP1261  HISTORY     - 20010729 GOOD             USPSQD
 PP1261  HISTORY     - 20040925 GOOD             USPSQD
 PP1261  HISTORY     - 20050613 GOOD             MNDT
 PP1261  HISTORY     - 20070815 GOOD             MNDT
 PP1261
 PP1261                          STATION DESCRIPTION
 PP1261
 PP1261'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1261'IN BLOOMINGTON.
 PP1261'MARK IS LOCATED ABOUT 1.0 MILE EAST OF THE JUNCTION OF THE FAI 494 AND
 PP1261'FAI 35W IN BLOOMINGTON, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9077,
 PP1261'COUNTY ROAD 52 (NICOLLET AVENUE) OVER FAI 494.  CORNER OF NE 1/4, SEC
 PP1261'3, T 27N, R 24W.
 PP1261
 PP1261                          STATION RECOVERY (1987)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PP1261'RECOVERED IN GOOD CONDITION.
 PP1261
 PP1261                          STATION RECOVERY (1990)
 PP1261
 PP1261'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1261'RECOVERED IN GOOD CONDITION.
 PP1261
 PP1261                          STATION RECOVERY (2001)
 PP1261
 PP1261'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1261'RECOVERED IN GOOD CONDITION.
 PP1261
 PP1261                          STATION RECOVERY (2004)
 PP1261
 PP1261'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1261'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1261
 PP1261                          STATION RECOVERY (2005)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1261'AT BLOOMINGTON, 1.0 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAY 35W
 PP1261'AND INTERSTATE HIGHWAY 494, IN SIDEWALK AT SOUTHEAST CORNER OF
 PP1261'INTERSTATE HIGHWAY 494 BRIDGE 9077 (NICOLLET AVENUE OVER INTERSTATE
 PP1261'HIGHWAY 494), AT INTERSTAE HIGHWAY 494 MILEPOINT 4.50
 PP1261
 PP1261                          STATION RECOVERY (2007)
 PP1261
 PP1261'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1261'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST OF EDEN PRAIRIE, 8.2
 PP1261'MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 1.7 MI (2.7 KM) NORTHEAST OF
 PP1261'BLOOMINGTON.
 PP1261' 
 PP1261'TO REACH TO THE MARK AT BLOOMINGTON, GO 1.0 MI (1.6 KM) EAST OF THE
 PP1261'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP1261'SIDEWALK AT SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494 BRIDGE 9077
 PP1261'(NICOLLET AVENUE OVER INTERSTATE HIGHWAY 494), AT INTERSTATE HIGHWAY
 PP1261'494 MI (794.8 KM) POINT 4.50.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1262 ***********************************************************************
 PP1262  DESIGNATION -  2785 AR
 PP1262  PID         -  PP1262
 PP1262  STATE/COUNTY-  MN/HENNEPIN
 PP1262  COUNTRY     -  US
 PP1262  USGS QUAD   -  BLOOMINGTON (1997)
 PP1262
 PP1262                         *CURRENT SURVEY CONTROL
 PP1262  ______________________________________________________________________
 PP1262* NAD 83(1986) POSITION- 44 51 40.36   (N) 093 16 27.75   (W)   HD_HELD1  
 PP1262* NAVD 88 ORTHO HEIGHT -   255.606  (meters)     838.60  (feet) ADJUSTED  
 PP1262  ______________________________________________________________________
 PP1262  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PP1262  DYNAMIC HEIGHT  -        255.598 (meters)      838.57  (feet) COMP
 PP1262  MODELED GRAVITY -    980,579.9   (mgal)                       NAVD 88
 PP1262
 PP1262  VERT ORDER      -  SECOND    CLASS 0
 PP1262
 PP1262.The horizontal coordinates were established by differentially corrected
 PP1262.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1262.
 PP1262.The orthometric height was determined by differential leveling and
 PP1262.adjusted in June 1991.
 PP1262
 PP1262.Photographs are available for this station.
 PP1262
 PP1262.The dynamic height is computed by dividing the NAVD 88
 PP1262.geopotential number by the normal gravity value computed on the
 PP1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1262.degrees latitude (g = 980.6199 gals.).
 PP1262
 PP1262.The modeled gravity was interpolated from observed gravity values.
 PP1262
 PP1262;                    North         East    Units  Estimated Accuracy
 PP1262;SPC MN S     -   307,058.4     857,347.1     MT  (+/- 3 meters HH1 GPS) 
 PP1262
 PP1262                          SUPERSEDED SURVEY CONTROL
 PP1262
 PP1262  NGVD 29 (??/??/92)  255.551  (m)          838.42   (f) ADJ UNCH    2 0
 PP1262
 PP1262.Superseded values are not recommended for survey control.
 PP1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1262.See file dsdata.txt to determine how the superseded data were derived.
 PP1262
 PP1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7832267569(NAD 83)
 PP1262
 PP1262_MARKER: DD = SURVEY DISK
 PP1262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1262_SP_SET: CONCRETE FOOTING
 PP1262_STAMPING: 2785 AR 1970
 PP1262_MARK LOGO: MNHD  
 PP1262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1262+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 PP1262
 PP1262  HISTORY     - Date     Condition        Report By
 PP1262  HISTORY     - 1970     MONUMENTED       MNHD
 PP1262  HISTORY     - 1970     GOOD             MNDT
 PP1262  HISTORY     - 1990     GOOD             USPSQD
 PP1262  HISTORY     - 20010729 GOOD             USPSQD
 PP1262  HISTORY     - 20040925 GOOD             USPSQD
 PP1262  HISTORY     - 20070815 GOOD             MNDT
 PP1262
 PP1262                          STATION DESCRIPTION
 PP1262
 PP1262'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1262'IN BLOOMINGTON.
 PP1262'MARK IS LOCATED ABOUT 1.4 MILES EAST OF THE JUNCTION OF FAI 494 AND
 PP1262'FAI 35W IN BLOOMINGTON IN THE SOUTHEAST CORNER OF THE SOUTH FOOTING OF
 PP1262'A PEDESTRIAN BRIDGE OVER FAI 494.  CORNER OF NE 1/4, SEC 3, T 27N, R
 PP1262'24W.
 PP1262
 PP1262                          STATION RECOVERY (1990)
 PP1262
 PP1262'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1262'RECOVERED IN GOOD CONDITION.
 PP1262
 PP1262                          STATION RECOVERY (2001)
 PP1262
 PP1262'RECOVERY NOTE BY US POWER SQUADRON 2001 (BC)
 PP1262'RECOVERED IN GOOD CONDITION.
 PP1262
 PP1262                          STATION RECOVERY (2004)
 PP1262
 PP1262'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1262'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD.
 PP1262
 PP1262                          STATION RECOVERY (2007)
 PP1262
 PP1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1262'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST OF EDEN PRAIRIE, 8.2
 PP1262'MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 1.8 MI (2.9 KM) NORTHEAST OF
 PP1262'BLOOMINGTON.
 PP1262' 
 PP1262'TO REACH TO THE MARK AT BLOOMINGTON, GO 1.4 MI (2.3 KM) EAST OF THE
 PP1262'JUNCTION OF INTERSTATE HIGHWAY 35W AND INTERSTATE HIGHWAY 494, IN
 PP1262'SOUTH FOOTING OF PEDESTRIAN BRIDGE 9078 OVER INTERSTATE HIGHWAY 494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1266 ***********************************************************************
 PP1266  DESIGNATION -  2785 AU 2
 PP1266  PID         -  PP1266
 PP1266  STATE/COUNTY-  MN/HENNEPIN
 PP1266  COUNTRY     -  US
 PP1266  USGS QUAD   -  ST PAUL SW (1993)
 PP1266
 PP1266                         *CURRENT SURVEY CONTROL
 PP1266  ______________________________________________________________________
 PP1266* NAD 83(1986) POSITION- 44 51 43.04   (N) 093 14 50.07   (W)   HD_HELD1  
 PP1266* NAVD 88 ORTHO HEIGHT -   255.067  (meters)     836.83  (feet) ADJUSTED  
 PP1266  ______________________________________________________________________
 PP1266  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 PP1266  DYNAMIC HEIGHT  -        255.059 (meters)      836.81  (feet) COMP
 PP1266  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 PP1266
 PP1266  VERT ORDER      -  SECOND    CLASS 0
 PP1266
 PP1266.The horizontal coordinates were established by differentially corrected
 PP1266.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1266.
 PP1266.The orthometric height was determined by differential leveling and
 PP1266.adjusted in June 1991.
 PP1266
 PP1266.Photographs are available for this station.
 PP1266
 PP1266.The dynamic height is computed by dividing the NAVD 88
 PP1266.geopotential number by the normal gravity value computed on the
 PP1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1266.degrees latitude (g = 980.6199 gals.).
 PP1266
 PP1266.The modeled gravity was interpolated from observed gravity values.
 PP1266
 PP1266;                    North         East    Units  Estimated Accuracy
 PP1266;SPC MN S     -   307,160.5     859,490.7     MT  (+/- 3 meters HH1 GPS) 
 PP1266
 PP1266                          SUPERSEDED SURVEY CONTROL
 PP1266
 PP1266  NGVD 29 (??/??/92)  255.013  (m)          836.66   (f) ADJ UNCH    2 0
 PP1266
 PP1266.Superseded values are not recommended for survey control.
 PP1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1266.See file dsdata.txt to determine how the superseded data were derived.
 PP1266
 PP1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8046667645(NAD 83)
 PP1266
 PP1266_MARKER: DB = BENCH MARK DISK
 PP1266_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1266_SP_SET: BRIDGE ABUTMENT
 PP1266_STAMPING: 2785 AU 2 1970
 PP1266_MARK LOGO: MNHD  
 PP1266_PROJECTION: FLUSH
 PP1266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1266+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 PP1266
 PP1266  HISTORY     - Date     Condition        Report By
 PP1266  HISTORY     - 1970     MONUMENTED       MNHD
 PP1266  HISTORY     - 1971     GOOD             MNDT
 PP1266  HISTORY     - 1978     GOOD             MNDT
 PP1266  HISTORY     - 19881024 GOOD             MNDT
 PP1266  HISTORY     - 1990     GOOD             USPSQD
 PP1266  HISTORY     - 20031112 GOOD             MNDT
 PP1266  HISTORY     - 20041006 GOOD             USPSQD
 PP1266  HISTORY     - 20070626 GOOD             MNDT
 PP1266
 PP1266                          STATION DESCRIPTION
 PP1266
 PP1266'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1266'IN BLOOMINGTON.
 PP1266'2.5 MILES EAST ALONG FAI 494 FROM THE JUNCTION OF FAI 494 AND FAI 35W
 PP1266'IN BLOOMINGTON IN THE SOUTHEAST CORNER OF BRIDGE NO. 9082, T.H. 36
 PP1266'(CEDAR AVENUE) NORTHBOUND OVER FAI 494.  CORNER OF NW 1/4, SEC 1, T
 PP1266'27N, R 24W.
 PP1266
 PP1266                          STATION RECOVERY (1978)
 PP1266
 PP1266'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1266'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON AT THE JUNCTION OF
 PP1266'INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 77 AND IS IN THE NE 1/4 OF
 PP1266'SECTION 1,T27N, R24W. THE MARK IS AT HIGHWAY 77 MILEPOINT 7.65.  THE
 PP1266'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---2785 AU 2 1970---, IS
 PP1266'SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 9082, HIGHWAY 77
 PP1266'NORTHBOUND (CEDAR AVENUE) OVER INTERSTATE 494.
 PP1266
 PP1266                          STATION RECOVERY (1988)
 PP1266
 PP1266'RECOVERY NOTE BY MN DEPT OF TRANSP 1988 (OCO)
 PP1266'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE CEDAR AVENUE
 PP1266'BRIDGE (TRUNK HIGHWAY 77) OVER INTERSTATE HIGHWAY 494, AND IN THE NW
 PP1266'1/4 OF SECTION 1, T26N, R24W.  THE MARK, A STANDARD MNDT BENCH MARK
 PP1266'DISK STAMPED---2785 AU 2 1970---, IS SET IN THE ABUTMENT AT THE
 PP1266'SOUTHEAST CORNER OF THE BRIDGE (NUMBER 9082).  THE MARK IS 29.0 FEET
 PP1266'EAST OF THE CENTERLINE OF NORTHBOUND HIGHWAY 77 AND 1.7 FEET
 PP1266
 PP1266                          STATION RECOVERY (1990)
 PP1266
 PP1266'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJJ)
 PP1266'RECOVERED IN GOOD CONDITION.
 PP1266
 PP1266                          STATION RECOVERY (2003)
 PP1266
 PP1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK)
 PP1266'IN BLOOMINGTON, 2.5 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAY 494
 PP1266'AND INTERSTATE HIGHWAY 35W, IN SOUTHEAST CORNER OF CEDAR AVENUE
 PP1266'NORTHBOUND BRIDGE 9082 OVER INTERSTATE HIGHWAY 494, IN 1996 DISTRICT 5
 PP1266'SURVEYS FOUND STATION IN SOUTHEAST (NOT SW) CORNER OF BRDG
 PP1266
 PP1266                          STATION RECOVERY (2004)
 PP1266
 PP1266'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1266'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 PP1266
 PP1266                          STATION RECOVERY (2007)
 PP1266
 PP1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 PP1266'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF SAINT PAUL,
 PP1266'8.2 MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 2.9 MI (4.7 KM)
 PP1266'EAST-NORTHEAST OF BLOOMINGTON.
 PP1266' 
 PP1266'TO REACH TO THE MARK IN BLOOMINGTON, GO 2.5 MI (4.0 KM) EAST OF THE
 PP1266'JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY 35W, IN
 PP1266'SOUTHEAST CORNER OF CEDAR AVENUE NORTHBOUND BRIDGE 9082 OVER
 PP1266'INTERSTATE HIGHWAY 494, IN 1996 DISTRICT 5 SURVEYS FOUND STATION IN
 PP1266'SOUTHEAST (NOT SW) CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8827 ***********************************************************************
 AD8827  DESIGNATION -  2785 AW
 AD8827  PID         -  AD8827
 AD8827  STATE/COUNTY-  MN/HENNEPIN
 AD8827  COUNTRY     -  US
 AD8827  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8827
 AD8827                         *CURRENT SURVEY CONTROL
 AD8827  ______________________________________________________________________
 AD8827* NAD 83(1986) POSITION- 44 51 44.12   (N) 093 25 29.89   (W)   HD_HELD1  
 AD8827* NAVD 88 ORTHO HEIGHT -   275.792  (meters)     904.83  (feet) ADJUSTED  
 AD8827  ______________________________________________________________________
 AD8827  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AD8827  DYNAMIC HEIGHT  -        275.787 (meters)      904.81  (feet) COMP
 AD8827  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 AD8827
 AD8827  VERT ORDER      -  SECOND    CLASS I
 AD8827
 AD8827.The horizontal coordinates were established by differentially corrected
 AD8827.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8827.
 AD8827.The orthometric height was determined by differential leveling and
 AD8827.adjusted in November 1999.
 AD8827
 AD8827.No vertical observational check was made to the station.
 AD8827
 AD8827.Photographs are available for this station.
 AD8827
 AD8827.The dynamic height is computed by dividing the NAVD 88
 AD8827.geopotential number by the normal gravity value computed on the
 AD8827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8827.degrees latitude (g = 980.6199 gals.).
 AD8827
 AD8827.The modeled gravity was interpolated from observed gravity values.
 AD8827
 AD8827;                    North         East    Units  Estimated Accuracy
 AD8827;SPC MN S     -   307,079.8     845,444.8     MT  (+/- 3 meters HH1 GPS) 
 AD8827
 AD8827                          SUPERSEDED SURVEY CONTROL
 AD8827
 AD8827  NAVD 88 (09/23/97)  275.796  (m)          904.84   (f) SUPERSEDED  2 1
 AD8827
 AD8827.Superseded values are not recommended for survey control.
 AD8827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8827.See file dsdata.txt to determine how the superseded data were derived.
 AD8827
 AD8827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6642567736(NAD 83)
 AD8827
 AD8827_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8827_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8827_SP_SET: BRIDGE ABUTMENT
 AD8827_STAMPING: 2785 AW 1984
 AD8827_MARK LOGO: MNDT  
 AD8827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD8827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8827+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AD8827
 AD8827  HISTORY     - Date     Condition        Report By
 AD8827  HISTORY     - 1984     MONUMENTED       MNDT
 AD8827  HISTORY     - 19930218 GOOD             MNDT
 AD8827  HISTORY     - 20060928 GOOD             USPSQD
 AD8827  HISTORY     - 20070313 GOOD             MNDT
 AD8827  HISTORY     - 20070723 GOOD             MNDT
 AD8827
 AD8827                          STATION DESCRIPTION
 AD8827
 AD8827'DESCRIBED BY MN DEPT OF TRANSP 1984 (EGS)
 AD8827'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE NE 1/4 OF
 AD8827'SECTION 14, T116N, R22W, AT THE JUNCTION OF TRUNK HIGHWAY 169/212 AND
 AD8827'INTERSTATE HIGHWAY 494 IN EDEN PRAIRIE, AT HIGHWAY 169 MILEPOINT
 AD8827'118.7, AND 0.5 FOOT WEST OF A CHAIN LINK FENCE.  THE MARK A STANDARD
 AD8827'MNDT HORIZONTAL CONTROL MONUMENT DISK STAMPED---2785 AW 1984---, IS
 AD8827'SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE NUMBER 27762
 AD8827'(TRUNK HIGHWAY 169/212 OVER FAI-494).  THIS MARK REPLACES BENCH MARK
 AD8827'2785 AE WHICH WAS DESTROYED.
 AD8827
 AD8827                          STATION RECOVERY (1993)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 AD8827'RECOVERED AS DESCRIBED.
 AD8827
 AD8827                          STATION RECOVERY (2006)
 AD8827
 AD8827'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8827'RECOVERED IN GOOD CONDITION.
 AD8827
 AD8827                          STATION RECOVERY (2007)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AD8827'RECOVERED AS DESCRIBED.
 AD8827
 AD8827                          STATION RECOVERY (2007)
 AD8827
 AD8827'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8827'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 AD8827'BLOOMINGTON, 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.3 MI
 AD8827'(3.7 KM) EAST-NORTHEAST OF EDEN PRAIRIE.
 AD8827' 
 AD8827'TO REACH TO THE MARK AT EDEN PRAIRIE, AT THE JUNCTION OF TRUNK HIGHWAY
 AD8827'494-TH 212 AND INTERSTATE HIGHWAY 494, GO 0.5 FT (0.2 M) WEST OF CHAIN
 AD8827'LINK FENCE, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 212 BRIDGE 27762 OVER
 AD8827'INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD8828 ***********************************************************************
 AD8828  DESIGNATION -  2785 AX
 AD8828  PID         -  AD8828
 AD8828  STATE/COUNTY-  MN/HENNEPIN
 AD8828  COUNTRY     -  US
 AD8828  USGS QUAD   -  EDEN PRAIRIE (1993)
 AD8828
 AD8828                         *CURRENT SURVEY CONTROL
 AD8828  ______________________________________________________________________
 AD8828* NAD 83(1986) POSITION- 44 52 06.59   (N) 093 25 55.27   (W)   HD_HELD1  
 AD8828* NAVD 88 ORTHO HEIGHT -   275.473  (meters)     903.78  (feet) ADJUSTED  
 AD8828  ______________________________________________________________________
 AD8828  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AD8828  DYNAMIC HEIGHT  -        275.467 (meters)      903.76  (feet) COMP
 AD8828  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 AD8828
 AD8828  VERT ORDER      -  SECOND    CLASS I
 AD8828
 AD8828.The horizontal coordinates were established by differentially corrected
 AD8828.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AD8828.
 AD8828.The orthometric height was determined by differential leveling and
 AD8828.adjusted in September 1997.
 AD8828
 AD8828.Photographs are available for this station.
 AD8828
 AD8828.The dynamic height is computed by dividing the NAVD 88
 AD8828.geopotential number by the normal gravity value computed on the
 AD8828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8828.degrees latitude (g = 980.6199 gals.).
 AD8828
 AD8828.The modeled gravity was interpolated from observed gravity values.
 AD8828
 AD8828;                    North         East    Units  Estimated Accuracy
 AD8828;SPC MN S     -   307,769.5     844,882.8     MT  (+/- 3 meters HH1 GPS) 
 AD8828
 AD8828                          SUPERSEDED SURVEY CONTROL
 AD8828
 AD8828.No superseded survey control is available for this station.
 AD8828
 AD8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6587268433(NAD 83)
 AD8828
 AD8828_MARKER: DV = VERTICAL CONTROL DISK
 AD8828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8828_SP_SET: BRIDGE RAILING
 AD8828_STAMPING: 2785 AX 1984
 AD8828_MARK LOGO: MNDT  
 AD8828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD8828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8828+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 AD8828
 AD8828  HISTORY     - Date     Condition        Report By
 AD8828  HISTORY     - 1984     MONUMENTED       MNDT
 AD8828  HISTORY     - 19930203 GOOD             MNDT
 AD8828  HISTORY     - 20060928 GOOD             USPSQD
 AD8828  HISTORY     - 20070313 GOOD             MNDT
 AD8828  HISTORY     - 20070723 GOOD             MNDT
 AD8828
 AD8828                          STATION DESCRIPTION
 AD8828
 AD8828'DESCRIBED BY MN DEPT OF TRANSP 1984 (EGS)
 AD8828'THE MARK IS LOCATED IN THE CITY OF EDEN PRAIRIE, IN THE SW 1/4 OF
 AD8828'SECTION 11, T116N, R22W, 0.3 MILE NORTH ALONG INTERSTATE HIGHWAY 494
 AD8828'FROM ITS JUNCTION WITH TRUNK HIGHWAY 5 IN EDEN PRAIRIE.  THE MARK, A
 AD8828'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2785 AX
 AD8828'1984---, IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER OF BRIDGE
 AD8828'NUMBER 27761 (HENNEPIN COUNTY ROAD 39 OVER FAI-494). THIS MARK
 AD8828'REPLACES BENCH MARK 2785 AC WHICH WAS DESTROYED.
 AD8828
 AD8828                          STATION RECOVERY (1993)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 AD8828'RECOVERED AS DESCRIBED.
 AD8828
 AD8828                          STATION RECOVERY (2006)
 AD8828
 AD8828'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 AD8828'RECOVERED IN GOOD CONDITION.
 AD8828
 AD8828                          STATION RECOVERY (2007)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 AD8828'RECOVERED AS DESCRIBED.
 AD8828
 AD8828                          STATION RECOVERY (2007)
 AD8828
 AD8828'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AD8828'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTHEAST OF SHAKOPEE, 4.2
 AD8828'MI (6.8 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.1 MI (3.4 KM)
 AD8828'EAST-NORTHEAST OF EDEN PRAIRIE.
 AD8828' 
 AD8828'TO REACH TO THE MARK AT EDEN PRAIRIE, GO 0.3 MI (0.5 KM) NORTH OF THE
 AD8828'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 5, IN SOUTHEAST
 AD8828'CORNER OF COUNTY ROAD 39 (VALLEY VIEW ROAD) BRIDGE 27761 OVER
 AD8828'INTERSTATE HIGHWAY 494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4390 ***********************************************************************
 AH4390  DESIGNATION -  2785 AY
 AH4390  PID         -  AH4390
 AH4390  STATE/COUNTY-  MN/HENNEPIN
 AH4390  COUNTRY     -  US
 AH4390  USGS QUAD   -  ST PAUL SW (1993)
 AH4390
 AH4390                         *CURRENT SURVEY CONTROL
 AH4390  ______________________________________________________________________
 AH4390* NAD 83(1986) POSITION- 44 51 43.15   (N) 093 13 21.31   (W)   HD_HELD1  
 AH4390* NAVD 88 ORTHO HEIGHT -   252.946  (meters)     829.87  (feet) ADJUSTED  
 AH4390  ______________________________________________________________________
 AH4390  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AH4390  DYNAMIC HEIGHT  -        252.937 (meters)      829.84  (feet) COMP
 AH4390  MODELED GRAVITY -    980,577.0   (mgal)                       NAVD 88
 AH4390
 AH4390  VERT ORDER      -  SECOND    CLASS I
 AH4390
 AH4390.The horizontal coordinates were established by differentially corrected
 AH4390.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4390.
 AH4390.The orthometric height was determined by differential leveling and
 AH4390.adjusted in June 2000.
 AH4390
 AH4390.Photographs are available for this station.
 AH4390
 AH4390.The dynamic height is computed by dividing the NAVD 88
 AH4390.geopotential number by the normal gravity value computed on the
 AH4390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4390.degrees latitude (g = 980.6199 gals.).
 AH4390
 AH4390.The modeled gravity was interpolated from observed gravity values.
 AH4390
 AH4390;                    North         East    Units  Estimated Accuracy
 AH4390;SPC MN S     -   307,182.2     861,439.1     MT  (+/- 3 meters HH1 GPS) 
 AH4390
 AH4390                          SUPERSEDED SURVEY CONTROL
 AH4390
 AH4390.No superseded survey control is available for this station.
 AH4390
 AH4390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8241467643(NAD 83)
 AH4390
 AH4390_MARKER: DV = VERTICAL CONTROL DISK
 AH4390_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4390_SP_SET: BRIDGE ABUTMENT
 AH4390_STAMPING: 2785 AY 1988
 AH4390_MARK LOGO: MNDT  
 AH4390_PROJECTION: FLUSH
 AH4390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4390+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 AH4390
 AH4390  HISTORY     - Date     Condition        Report By
 AH4390  HISTORY     - 1988     MONUMENTED       MNDT
 AH4390  HISTORY     - 20041006 GOOD             USPSQD
 AH4390  HISTORY     - 20070815 GOOD             MNDT
 AH4390
 AH4390                          STATION DESCRIPTION
 AH4390
 AH4390'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4390'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE INTERSTATE
 AH4390'HIGHWAY 494 BRIDGE (AT MILEPOINT 1.6) OVER 34TH AVENUE, AND IN THE NW
 AH4390'1/4 OF SECTION 6, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4390'CONTROL MONUMENT STAMPED---2785 AY 1988---, IS SET IN THE ABUTMENT AT
 AH4390'THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27765).  THE MARK IS 13.5
 AH4390'FEET SOUTH OF THE EASTBOUND CENTERLINE OF THE HIGHWAY AND 0.8 FOOT
 AH4390'SOUTH OF THE SOUTH FACE OF THE BRIDGE CORNER.
 AH4390
 AH4390                          STATION RECOVERY (2004)
 AH4390
 AH4390'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4390'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4390
 AH4390                          STATION RECOVERY (2007)
 AH4390
 AH4390'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4390'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF SAINT PAUL,
 AH4390'8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF MINNEAPOLIS AND 4.0 MI (6.4 KM)
 AH4390'EAST-NORTHEAST OF BLOOMINGTON.
 AH4390' 
 AH4390'TO REACH TO THE MARK AT BLOOMINGTON, AT INTERSTATE HIGHWAY 494 MI
 AH4390'(794.8 KM) POINT 1.6, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 494
 AH4390'BRIDGE 27765 OVER 34TH AVENUE, GO 13.5 FT (4.1 M) SOUTH OF EASTBOUND
 AH4390'INTERSTATE HIGHWAY 494, GO 0.8 FT (0.2 M) SOUTH OF SOUTH FACE OF
 AH4390'BRIDGE CORNER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4391 ***********************************************************************
 AH4391  DESIGNATION -  2785 AZ
 AH4391  PID         -  AH4391
 AH4391  STATE/COUNTY-  MN/HENNEPIN
 AH4391  COUNTRY     -  US
 AH4391  USGS QUAD   -  ST PAUL SW (1993)
 AH4391
 AH4391                         *CURRENT SURVEY CONTROL
 AH4391  ______________________________________________________________________
 AH4391* NAD 83(1986) POSITION- 44 51 42.04   (N) 093 12 50.16   (W)   HD_HELD1  
 AH4391* NAVD 88 ORTHO HEIGHT -   252.630  (meters)     828.84  (feet) ADJUSTED  
 AH4391  ______________________________________________________________________
 AH4391  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AH4391  DYNAMIC HEIGHT  -        252.622 (meters)      828.81  (feet) COMP
 AH4391  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4391
 AH4391  VERT ORDER      -  SECOND    CLASS I
 AH4391
 AH4391.The horizontal coordinates were established by differentially corrected
 AH4391.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4391.
 AH4391.The orthometric height was determined by differential leveling and
 AH4391.adjusted in June 2000.
 AH4391
 AH4391.Photographs are available for this station.
 AH4391
 AH4391.The dynamic height is computed by dividing the NAVD 88
 AH4391.geopotential number by the normal gravity value computed on the
 AH4391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4391.degrees latitude (g = 980.6199 gals.).
 AH4391
 AH4391.The modeled gravity was interpolated from observed gravity values.
 AH4391
 AH4391;                    North         East    Units  Estimated Accuracy
 AH4391;SPC MN S     -   307,154.4     862,123.2     MT  (+/- 3 meters HH1 GPS) 
 AH4391
 AH4391                          SUPERSEDED SURVEY CONTROL
 AH4391
 AH4391.No superseded survey control is available for this station.
 AH4391
 AH4391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8309867606(NAD 83)
 AH4391
 AH4391_MARKER: DV = VERTICAL CONTROL DISK
 AH4391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4391_SP_SET: BRIDGE RAILING
 AH4391_STAMPING: 2785 AZ 1988
 AH4391_MARK LOGO: MNDT  
 AH4391_PROJECTION: FLUSH
 AH4391_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4391+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 AH4391
 AH4391  HISTORY     - Date     Condition        Report By
 AH4391  HISTORY     - 1988     MONUMENTED       MNDT
 AH4391  HISTORY     - 20041006 GOOD             USPSQD
 AH4391  HISTORY     - 20070815 GOOD             MNDT
 AH4391
 AH4391                          STATION DESCRIPTION
 AH4391
 AH4391'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4391'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE 34TH AVENUE
 AH4391'RAMP CONNECTOR BRIDGE OVER THE TRUNK HIGHWAY 5 CONNECTOR TO EASTBOUND
 AH4391'INTERSTATE HIGHWAY 494 , AT HIGHWAY 494 MILEPOINT 1.2, AND IN THE NE
 AH4391'1/4 OF SECTION 6, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4391'CONTROL MONUMENT STAMPED---2785 AZ 1988---, IS SET IN THE TOP OF THE
 AH4391'RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27764).  THE
 AH4391'MARK IS 49.6 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4391'RAILING  AND 14.5 FEET SOUTH OF THE CENTER OF THE RAMP.
 AH4391
 AH4391                          STATION RECOVERY (2004)
 AH4391
 AH4391'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4391'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 AH4391
 AH4391                          STATION RECOVERY (2007)
 AH4391
 AH4391'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4391'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF INVER GROVE
 AH4391'HEIGHTS, 8.2 MI (13.2 KM) SOUTHWEST OF SAINT PAUL AND 4.4 MI (7.1 KM)
 AH4391'EAST-NORTHEAST OF BLOOMINGTON.
 AH4391' 
 AH4391'TO REACH TO THE MARK AT BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4391'SOUTHEAST CORNER OF 34TH AVENUE RAMP CONNECTOR BRIDGE 27764 TO
 AH4391'EASTBOUND INTERSTATE HIGHWAY 494, GO 14.5 FT (4.4 M) SOUTH OF RAMP,
 AH4391'THEN GO 49.6 FT (15.1 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE
 AH4391'RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4392 ***********************************************************************
 AH4392  DESIGNATION -  2785 BA
 AH4392  PID         -  AH4392
 AH4392  STATE/COUNTY-  MN/HENNEPIN
 AH4392  COUNTRY     -  US
 AH4392  USGS QUAD   -  ST PAUL SW (1993)
 AH4392
 AH4392                         *CURRENT SURVEY CONTROL
 AH4392  ______________________________________________________________________
 AH4392* NAD 83(1986) POSITION- 44 51 43.06   (N) 093 12 51.56   (W)   HD_HELD1  
 AH4392* NAVD 88 ORTHO HEIGHT -   251.614  (meters)     825.50  (feet) ADJUSTED  
 AH4392  ______________________________________________________________________
 AH4392  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AH4392  DYNAMIC HEIGHT  -        251.606 (meters)      825.48  (feet) COMP
 AH4392  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4392
 AH4392  VERT ORDER      -  SECOND    CLASS I
 AH4392
 AH4392.The horizontal coordinates were established by differentially corrected
 AH4392.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4392.
 AH4392.The orthometric height was determined by differential leveling and
 AH4392.adjusted in June 2000.
 AH4392
 AH4392.Photographs are available for this station.
 AH4392
 AH4392.The dynamic height is computed by dividing the NAVD 88
 AH4392.geopotential number by the normal gravity value computed on the
 AH4392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4392.degrees latitude (g = 980.6199 gals.).
 AH4392
 AH4392.The modeled gravity was interpolated from observed gravity values.
 AH4392
 AH4392;                    North         East    Units  Estimated Accuracy
 AH4392;SPC MN S     -   307,185.6     862,092.2     MT  (+/- 3 meters HH1 GPS) 
 AH4392
 AH4392                          SUPERSEDED SURVEY CONTROL
 AH4392
 AH4392.No superseded survey control is available for this station.
 AH4392
 AH4392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8306767638(NAD 83)
 AH4392
 AH4392_MARKER: DV = VERTICAL CONTROL DISK
 AH4392_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4392_SP_SET: BRIDGE RAILING
 AH4392_STAMPING: 2785 BA 1988
 AH4392_MARK LOGO: MNDT  
 AH4392_PROJECTION: FLUSH
 AH4392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4392+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 AH4392
 AH4392  HISTORY     - Date     Condition        Report By
 AH4392  HISTORY     - 1988     MONUMENTED       MNDT
 AH4392  HISTORY     - 20041006 GOOD             USPSQD
 AH4392  HISTORY     - 20070815 GOOD             MNDT
 AH4392
 AH4392                          STATION DESCRIPTION
 AH4392
 AH4392'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4392'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE EASTBOUND TRUNK
 AH4392'HIGHWAY 5 BRIDGE OVER THE EASTBOUND INTERSTATE HIGHWAY 494 CONNECTOR
 AH4392'LOOP TO EASTBOUND HIGHWAY 5, AT HIGHWAY 494 MILEPOINT 1.2, AND IN THE
 AH4392'NE 1/4 OF SECTION 6, T27N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4392'CONTROL MONUMENT STAMPED---2785 BA 1988---, IS SET IN THE TOP OF THE
 AH4392'RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27766).  THE
 AH4392'MARK IS 29.0 FEET WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE
 AH4392'RAILING  AND 25.0 FEET SOUTH OF THE CENTERLINE OF EASTBOUND HIGHWAY 5.
 AH4392
 AH4392                          STATION RECOVERY (2004)
 AH4392
 AH4392'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4392'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4392
 AH4392                          STATION RECOVERY (2007)
 AH4392
 AH4392'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4392'AT BLOOMINGTON, IN TOP OF RAILING AT SOUTHEAST CORNER OF EASTBOUND
 AH4392'TRUNK HIGHWAY 5 BRIDGE 27766 OVER EASTBOUND INTERSTATE HIGHWAY 494
 AH4392'CONNECTOR LOOP TO EASTBOUND TRUNK HIGHWAY 5, 25.0 FEET SOUTH OF
 AH4392'EASTBOUND TRUNK HIGHWAY 5, 29.0 FEET WEST OF SOUTHEAST CORNER OF SOUTH
 AH4392'BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0581 ***********************************************************************
 QO0581  DESIGNATION -  2785 BB
 QO0581  PID         -  QO0581
 QO0581  STATE/COUNTY-  MN/HENNEPIN
 QO0581  COUNTRY     -  US
 QO0581  USGS QUAD   -  OSSEO (1993)
 QO0581
 QO0581                         *CURRENT SURVEY CONTROL
 QO0581  ______________________________________________________________________
 QO0581* NAD 83(1986) POSITION- 45 02 47.98   (N) 093 27 07.78   (W)   HD_HELD1  
 QO0581* NAVD 88 ORTHO HEIGHT -   294.212  (meters)     965.26  (feet) ADJUSTED  
 QO0581  ______________________________________________________________________
 QO0581  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QO0581  DYNAMIC HEIGHT  -        294.205 (meters)      965.24  (feet) COMP
 QO0581  MODELED GRAVITY -    980,583.7   (mgal)                       NAVD 88
 QO0581
 QO0581  VERT ORDER      -  SECOND    CLASS 0
 QO0581
 QO0581.The horizontal coordinates were established by differentially corrected
 QO0581.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0581.
 QO0581.The orthometric height was determined by differential leveling and
 QO0581.adjusted in June 1991.
 QO0581
 QO0581.Photographs are available for this station.
 QO0581
 QO0581.The dynamic height is computed by dividing the NAVD 88
 QO0581.geopotential number by the normal gravity value computed on the
 QO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0581.degrees latitude (g = 980.6199 gals.).
 QO0581
 QO0581.The modeled gravity was interpolated from observed gravity values.
 QO0581
 QO0581;                    North         East    Units  Estimated Accuracy
 QO0581;SPC MN S     -   327,556.8     843,158.6     MT  (+/- 3 meters HH1 GPS) 
 QO0581
 QO0581                          SUPERSEDED SURVEY CONTROL
 QO0581
 QO0581  NGVD 29 (??/??/92)  294.148  (m)          965.05   (f) ADJ UNCH    2 0
 QO0581
 QO0581.Superseded values are not recommended for survey control.
 QO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0581.See file dsdata.txt to determine how the superseded data were derived.
 QO0581
 QO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439188233(NAD 83)
 QO0581
 QO0581_MARKER: DB = BENCH MARK DISK
 QO0581_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0581_SP_SET: BRIDGE ABUTMENT
 QO0581_STAMPING: 2785 BB 1970
 QO0581_MARK LOGO: MNHD  
 QO0581_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0581+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO0581
 QO0581  HISTORY     - Date     Condition        Report By
 QO0581  HISTORY     - 1970     MONUMENTED       MNHD
 QO0581  HISTORY     - 19991107 GOOD             USPSQD
 QO0581  HISTORY     - 20041118 GOOD             USPSQD
 QO0581  HISTORY     - 20070926 GOOD             MNDT
 QO0581  HISTORY     - 20080528 GOOD             MNDT
 QO0581
 QO0581                          STATION DESCRIPTION
 QO0581
 QO0581'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0581'IN PLYMOUTH.
 QO0581'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27976.  FAI 494
 QO0581'NORTHBOUND OVER THE SOO LINE RAILROAD TRACKS, ABOUT 2.3 MILES NORTH OF
 QO0581'TH 55.  NW 1/4 SECTION 10, T 118 N, R 22 W.
 QO0581
 QO0581                          STATION RECOVERY (1999)
 QO0581
 QO0581'RECOVERY NOTE BY US POWER SQUADRON 1999
 QO0581'RECOVERED IN GOOD CONDITION.
 QO0581
 QO0581                          STATION RECOVERY (2004)
 QO0581
 QO0581'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0581'RECOVERED IN GOOD CONDITION.
 QO0581
 QO0581                          STATION RECOVERY (2007)
 QO0581
 QO0581'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0581'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF HOPKINS, 5.6 MI
 QO0581'(9.0 KM) SOUTH-SOUTHWEST OF OSSEO AND 3.6 MI (5.8 KM) EAST OF HAMEL.
 QO0581'TO REACH TO THE MARK AT PLYMOUTH, 2.3 MI (3.7 KM) NORTH OF THE
 QO0581'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, IN SOUTHEAST
 QO0581'CORNER OF INTERSTATE HIGHWAY 494 NORTHBOUND BRIDGE 27976 OVER
 QO0581'RAILROAD.
 QO0581
 QO0581                          STATION RECOVERY (2008)
 QO0581
 QO0581'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0581'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4411 ***********************************************************************
 AH4411  DESIGNATION -  2785 BC
 AH4411  PID         -  AH4411
 AH4411  STATE/COUNTY-  MN/HENNEPIN
 AH4411  COUNTRY     -  US
 AH4411  USGS QUAD   -  ST PAUL SW (1993)
 AH4411
 AH4411                         *CURRENT SURVEY CONTROL
 AH4411  ______________________________________________________________________
 AH4411* NAD 83(1986) POSITION- 44 51 47.13   (N) 093 12 51.15   (W)   HD_HELD1  
 AH4411* NAVD 88 ORTHO HEIGHT -   247.522  (meters)     812.08  (feet) ADJUSTED  
 AH4411  ______________________________________________________________________
 AH4411  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AH4411  DYNAMIC HEIGHT  -        247.514 (meters)      812.05  (feet) COMP
 AH4411  MODELED GRAVITY -    980,576.7   (mgal)                       NAVD 88
 AH4411
 AH4411  VERT ORDER      -  SECOND    CLASS I
 AH4411
 AH4411.The horizontal coordinates were established by differentially corrected
 AH4411.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4411.
 AH4411.The orthometric height was determined by differential leveling and
 AH4411.adjusted in June 2000.
 AH4411
 AH4411.Photographs are available for this station.
 AH4411
 AH4411.The dynamic height is computed by dividing the NAVD 88
 AH4411.geopotential number by the normal gravity value computed on the
 AH4411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4411.degrees latitude (g = 980.6199 gals.).
 AH4411
 AH4411.The modeled gravity was interpolated from observed gravity values.
 AH4411
 AH4411;                    North         East    Units  Estimated Accuracy
 AH4411;SPC MN S     -   307,311.3     862,100.0     MT  (+/- 3 meters HH1 GPS) 
 AH4411
 AH4411                          SUPERSEDED SURVEY CONTROL
 AH4411
 AH4411.No superseded survey control is available for this station.
 AH4411
 AH4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8307667764(NAD 83)
 AH4411
 AH4411_MARKER: DV = VERTICAL CONTROL DISK
 AH4411_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4411_SP_SET: BRIDGE RAILING
 AH4411_STAMPING: 2785 BC 1988
 AH4411_MARK LOGO: MNDT  
 AH4411_PROJECTION: FLUSH
 AH4411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4411+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 AH4411
 AH4411  HISTORY     - Date     Condition        Report By
 AH4411  HISTORY     - 1988     MONUMENTED       MNDT
 AH4411  HISTORY     - 20041006 GOOD             USPSQD
 AH4411  HISTORY     - 20070815 GOOD             MNDT
 AH4411
 AH4411                          STATION DESCRIPTION
 AH4411
 AH4411'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4411'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, IN THE BRIDGE CARRYING
 AH4411'THE INTERSTATE HIGHWAY 494 WESTBOUND EXIT RAMP TO 34TH AVENUE OVER THE
 AH4411'WESTBOUND HIGHWAY 494 CONNECTOR TO TRUNK HIGHWAY 5, AND IS IN THE SE
 AH4411'1/4 OF SECTION 31, T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4411'CONTROL MONUMENT DISK STAMPED---2785 BC 1988---, IS SET IN THE TOP OF
 AH4411'THE RAILING AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27769). THE
 AH4411'MARK IS 15.5 FEET SOUTH OF THE CENTERLINE OF THE RAMP AND 30.3 FEET
 AH4411'WEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 AH4411
 AH4411                          STATION RECOVERY (2004)
 AH4411
 AH4411'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4411'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AH4411'REMOVE - IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION. SPSPS JRD.
 AH4411
 AH4411                          STATION RECOVERY (2007)
 AH4411
 AH4411'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 AH4411'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF
 AH4411'MINNEAPOLIS, 8.2 MI (13.2 KM) SOUTHWEST OF SAINT PAUL AND 4.4 MI (7.1
 AH4411'KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4411' 
 AH4411'TO REACH TO THE MARK NEAR NORTHEAST PART OF BLOOMINGTON, IN THE TOP OF
 AH4411'RAILING OF INTERSTATE HIGHWAY 494 WESTBOUND EXIT RAMP TO 34TH AVENUE
 AH4411'BRIDGE 27769 OVER WESTBOUND LANE OF INTERSTATE HIGHWAY 494 CONNECTOR
 AH4411'TO TRUNK HIGHWAY 5, GO 15.5 FT (4.7 M) SOUTH OF RAMP, 30.3 FT (9.2 M)
 AH4411'WEST OF THE SOUTHEAST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2302 ***********************************************************************
 DJ2302  DESIGNATION -  2785 BC 1
 DJ2302  PID         -  DJ2302
 DJ2302  STATE/COUNTY-  MN/HENNEPIN
 DJ2302  COUNTRY     -  US
 DJ2302  USGS QUAD   -  HOPKINS (1993)
 DJ2302
 DJ2302                         *CURRENT SURVEY CONTROL
 DJ2302  ______________________________________________________________________
 DJ2302* NAD 83(1986) POSITION- 44 58 17.43   (N) 093 27 37.67   (W)   HD_HELD1  
 DJ2302* NAVD 88 ORTHO HEIGHT -   299.196  (meters)     981.61  (feet) ADJUSTED  
 DJ2302  ______________________________________________________________________
 DJ2302  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DJ2302  DYNAMIC HEIGHT  -        299.192 (meters)      981.60  (feet) COMP
 DJ2302  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DJ2302
 DJ2302  VERT ORDER      -  SECOND    CLASS I
 DJ2302
 DJ2302.The horizontal coordinates were established by differentially corrected
 DJ2302.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2302.
 DJ2302.The orthometric height was determined by differential leveling and
 DJ2302.adjusted in May 2010.
 DJ2302
 DJ2302.Photographs are available for this station.
 DJ2302
 DJ2302.The dynamic height is computed by dividing the NAVD 88
 DJ2302.geopotential number by the normal gravity value computed on the
 DJ2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2302.degrees latitude (g = 980.6199 gals.).
 DJ2302
 DJ2302.The modeled gravity was interpolated from observed gravity values.
 DJ2302
 DJ2302;                    North         East    Units  Estimated Accuracy
 DJ2302;SPC MN S     -   319,201.0     842,559.6     MT  (+/- 3 meters HH1 GPS) 
 DJ2302
 DJ2302                          SUPERSEDED SURVEY CONTROL
 DJ2302
 DJ2302.No superseded survey control is available for this station.
 DJ2302
 DJ2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6369079888(NAD 83)
 DJ2302
 DJ2302_MARKER: DV = VERTICAL CONTROL DISK
 DJ2302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2302_SP_SET: BRIDGE RAILING
 DJ2302_STAMPING: 2785 BC 1 1988
 DJ2302_MARK LOGO: MNDT  
 DJ2302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2302+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DJ2302
 DJ2302  HISTORY     - Date     Condition        Report By
 DJ2302  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2302  HISTORY     - 1993     GOOD             MNDT
 DJ2302  HISTORY     - 19930607 GOOD             MNDT
 DJ2302  HISTORY     - 20080703 GOOD             MNDT
 DJ2302
 DJ2302                          STATION DESCRIPTION
 DJ2302
 DJ2302'DESCRIBED BY MN DEPT OF TRANSP 1993
 DJ2302'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, AT THE JUNCTION OF
 DJ2302'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 WITH INTERSTATE HIGHWAY
 DJ2302'494 AND IN THE SE 1/4 OF SECTION 3, T117N, R22W.  THE MARK, A STANDARD
 DJ2302'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BC 1
 DJ2302'1988---, IS SET IN THE TOP OF THE BRIDGE RAIL (ABUTMENT) AT THE
 DJ2302'NORTHEAST CORNER OF BRIDGE 27830 (SOUTHBOUND INTERSTATE HIGHWAY 494
 DJ2302'OVER INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12).  NOTE--IN 1988,
 DJ2302'DISK WAS STAMPED--2785 BC 1988-- WHICH ALREADY EXISTED IN THE SAME
 DJ2302'COUNTY.  IN 1993, MNDT RE-STAMPED AND RE-NAMED IT TO 2785 BC 1.
 DJ2302
 DJ2302                          STATION RECOVERY (1993)
 DJ2302
 DJ2302'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2302'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF EXCELSIOR, 5.8
 DJ2302'MI (9.3 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.2 MI (5.2 KM) NORTH OF
 DJ2302'HOPKINS IN THE TOWN OF MINNETONKA, IN THE NORTHWEST QUADRANT OF THE
 DJ2302'JUNCTION OF FAI 394 AND FAI 494, AT FAI 494 MILEPOST 19.5.
 DJ2302
 DJ2302                          STATION RECOVERY (2008)
 DJ2302
 DJ2302'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DJ2302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4412 ***********************************************************************
 AH4412  DESIGNATION -  2785 BD
 AH4412  PID         -  AH4412
 AH4412  STATE/COUNTY-  MN/HENNEPIN
 AH4412  COUNTRY     -  US
 AH4412  USGS QUAD   -  ST PAUL SW (1993)
 AH4412
 AH4412                         *CURRENT SURVEY CONTROL
 AH4412  ______________________________________________________________________
 AH4412* NAD 83(1986) POSITION- 44 51 47.18   (N) 093 12 38.17   (W)   HD_HELD1  
 AH4412* NAVD 88 ORTHO HEIGHT -   247.792  (meters)     812.96  (feet) ADJUSTED  
 AH4412  ______________________________________________________________________
 AH4412  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AH4412  DYNAMIC HEIGHT  -        247.784 (meters)      812.94  (feet) COMP
 AH4412  MODELED GRAVITY -    980,576.7   (mgal)                       NAVD 88
 AH4412
 AH4412  VERT ORDER      -  SECOND    CLASS I
 AH4412
 AH4412.The horizontal coordinates were established by differentially corrected
 AH4412.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4412.
 AH4412.The orthometric height was determined by differential leveling and
 AH4412.adjusted in June 2000.
 AH4412
 AH4412.Photographs are available for this station.
 AH4412
 AH4412.The dynamic height is computed by dividing the NAVD 88
 AH4412.geopotential number by the normal gravity value computed on the
 AH4412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4412.degrees latitude (g = 980.6199 gals.).
 AH4412
 AH4412.The modeled gravity was interpolated from observed gravity values.
 AH4412
 AH4412;                    North         East    Units  Estimated Accuracy
 AH4412;SPC MN S     -   307,315.6     862,384.9     MT  (+/- 3 meters HH1 GPS) 
 AH4412
 AH4412                          SUPERSEDED SURVEY CONTROL
 AH4412
 AH4412.No superseded survey control is available for this station.
 AH4412
 AH4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8336167764(NAD 83)
 AH4412
 AH4412_MARKER: DV = VERTICAL CONTROL DISK
 AH4412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4412_SP_SET: BRIDGE RAILING
 AH4412_STAMPING: 2785 BD 1988
 AH4412_MARK LOGO: MNDT  
 AH4412_PROJECTION: FLUSH
 AH4412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4412+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 AH4412
 AH4412  HISTORY     - Date     Condition        Report By
 AH4412  HISTORY     - 1988     MONUMENTED       MNDT
 AH4412  HISTORY     - 20041006 GOOD             USPSQD
 AH4412  HISTORY     - 20070814 GOOD             MNDT
 AH4412
 AH4412                          STATION DESCRIPTION
 AH4412
 AH4412'DESCRIBED BY MN DEPT OF TRANSP 1988 (OCO)
 AH4412'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 AH4412'WESTBOUND TRUNK HIGHWAY 5 OVER THE WESTBOUND INTERSTATE HIGHWAY 494
 AH4412'EXIT RAMP TO 34TH AVENUE AND THE CONNECTOR TO NORTHBOUND TRUNK HIGHWAY
 AH4412'5, AND IS IN THE SE 1/4 OF SECTION 31, T28N, R23W.  THE MARK, A
 AH4412'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BD
 AH4412'1988---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF
 AH4412'THE BRIDGE (NUMBER 27983).  THE MARK IS 18.5 FEET SOUTH - SOUTHEAST OF
 AH4412'THE CENTERLINE OF WESTBOUND HIGHWAY 5 AND 93.0 FEET EAST - NORTHEAST
 AH4412'OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AH4412
 AH4412                          STATION RECOVERY (2004)
 AH4412
 AH4412'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4412'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING CHANGE.
 AH4412'REMOVE - IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION. SPSPS JRD.
 AH4412
 AH4412                          STATION RECOVERY (2007)
 AH4412
 AH4412'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4412'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) WEST OF INVER GROVE
 AH4412'HEIGHTS, 8.1 MI (13.0 KM) SOUTHWEST OF SAINT PAUL AND 4.6 MI (7.4 KM)
 AH4412'EAST-NORTHEAST OF BLOOMINGTON.
 AH4412' 
 AH4412'TO REACH TO THE MARK NEAR NORTHEAST PART OF BLOOMINGTON, IN THE TOP OF
 AH4412'RAILING IN SOUTHWEST CORNER OF WESTBOUND TRUNK HIGHWAY 5 BRIDGE 27983
 AH4412'OVER WESTBOUND INTERSTATE HIGHWAY 494 EXIT RAMP TO 34TH AVENUE AND
 AH4412'CONNECTOR TO NORTHBOUND TRUNK HIGHWAY 5, GO 18.5 FT (5.6 M)
 AH4412'SOUTH-SOUTHEAST OF WESTBOUND TRUNK HIGHWAY 5, 93.0 FT (28.3 M)
 AH4412'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2303 ***********************************************************************
 DJ2303  DESIGNATION -  2785 BD 1
 DJ2303  PID         -  DJ2303
 DJ2303  STATE/COUNTY-  MN/HENNEPIN
 DJ2303  COUNTRY     -  US
 DJ2303  USGS QUAD   -  HOPKINS (1993)
 DJ2303
 DJ2303                         *CURRENT SURVEY CONTROL
 DJ2303  ______________________________________________________________________
 DJ2303* NAD 83(1986) POSITION- 44 58 14.57   (N) 093 27 36.57   (W)   HD_HELD1  
 DJ2303* NAVD 88 ORTHO HEIGHT -   299.991  (meters)     984.22  (feet) ADJUSTED  
 DJ2303  ______________________________________________________________________
 DJ2303  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DJ2303  DYNAMIC HEIGHT  -        299.988 (meters)      984.21  (feet) COMP
 DJ2303  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DJ2303
 DJ2303  VERT ORDER      -  SECOND    CLASS I
 DJ2303
 DJ2303.The horizontal coordinates were established by differentially corrected
 DJ2303.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2303.
 DJ2303.The orthometric height was determined by differential leveling and
 DJ2303.adjusted in May 2010.
 DJ2303
 DJ2303.Photographs are available for this station.
 DJ2303
 DJ2303.The dynamic height is computed by dividing the NAVD 88
 DJ2303.geopotential number by the normal gravity value computed on the
 DJ2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2303.degrees latitude (g = 980.6199 gals.).
 DJ2303
 DJ2303.The modeled gravity was interpolated from observed gravity values.
 DJ2303
 DJ2303;                    North         East    Units  Estimated Accuracy
 DJ2303;SPC MN S     -   319,112.9     842,584.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2303
 DJ2303                          SUPERSEDED SURVEY CONTROL
 DJ2303
 DJ2303.No superseded survey control is available for this station.
 DJ2303
 DJ2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6371479800(NAD 83)
 DJ2303
 DJ2303_MARKER: DV = VERTICAL CONTROL DISK
 DJ2303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2303_SP_SET: BRIDGE RAILING
 DJ2303_STAMPING: 2785 BD 1 1988
 DJ2303_MARK LOGO: MNDT  
 DJ2303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2303+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DJ2303
 DJ2303  HISTORY     - Date     Condition        Report By
 DJ2303  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2303  HISTORY     - 1993     GOOD             MNDT
 DJ2303  HISTORY     - 19930607 GOOD             MNDT
 DJ2303  HISTORY     - 20080703 GOOD             MNDT
 DJ2303
 DJ2303                          STATION DESCRIPTION
 DJ2303
 DJ2303'DESCRIBED BY MN DEPT OF TRANSP 1993
 DJ2303'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, AT THE JUNCTION OF
 DJ2303'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 WITH INTERSTATE HIGHWAY
 DJ2303'494 AND IN THE SE 1/4 OF SECTION 3, T117N, R22W.  THE MARK, A STANDARD
 DJ2303'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BD 1
 DJ2303'1988---, IS SET IN THE TOP OF THE BRIDGE RAIL (ABUTMENT) AT THE
 DJ2303'SOUTHEAST CORNER OF BRIDGE 27829 (NORTHBOUND INTERSTATE HIGHWAY 494
 DJ2303'OVER INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12).  NOTE--IN 1988,
 DJ2303'DISK WAS STAMPED--2785 BD 1988-- WHICH ALREADY EXISTED IN THE SAME
 DJ2303'COUNTY.  IN 1993, MNDT RE-STAMPED AND RE-NAMED IT TO 2785 BD 1.
 DJ2303
 DJ2303                          STATION RECOVERY (1993)
 DJ2303
 DJ2303'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2303'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTHEAST OF EXCELSIOR, 6.0
 DJ2303'MI (9.7 KM) SOUTH-SOUTHEAST OF HAMEL AND 2.9 MI (4.7 KM) NORTH OF
 DJ2303'HOPKINS IN THE TOWN OF MINNETONKA, IN THE RAILING AT THE SOUTHEAST
 DJ2303'CORNER FAI 494 BRIDGE NUMBER 27829 OVER FAI 394, AT FAI 494 MILEPOST
 DJ2303'19.5, AT THE JUNCTION OF FAI 494 AND FAI 394.
 DJ2303
 DJ2303                          STATION RECOVERY (2008)
 DJ2303
 DJ2303'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DJ2303'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4387 ***********************************************************************
 AH4387  DESIGNATION -  2785 BE
 AH4387  PID         -  AH4387
 AH4387  STATE/COUNTY-  MN/HENNEPIN
 AH4387  COUNTRY     -  US
 AH4387  USGS QUAD   -  ST PAUL SW (1993)
 AH4387
 AH4387                         *CURRENT SURVEY CONTROL
 AH4387  ______________________________________________________________________
 AH4387* NAD 83(1986) POSITION- 44 51 43.04   (N) 093 14 52.09   (W)   HD_HELD1  
 AH4387* NAVD 88 ORTHO HEIGHT -   255.160  (meters)     837.14  (feet) ADJUSTED  
 AH4387  ______________________________________________________________________
 AH4387  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 AH4387  DYNAMIC HEIGHT  -        255.152 (meters)      837.11  (feet) COMP
 AH4387  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 AH4387
 AH4387  VERT ORDER      -  SECOND    CLASS I
 AH4387
 AH4387.The horizontal coordinates were established by differentially corrected
 AH4387.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4387.
 AH4387.The orthometric height was determined by differential leveling and
 AH4387.adjusted in June 2000.
 AH4387
 AH4387.No vertical observational check was made to the station.
 AH4387
 AH4387.Photographs are available for this station.
 AH4387
 AH4387.The dynamic height is computed by dividing the NAVD 88
 AH4387.geopotential number by the normal gravity value computed on the
 AH4387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4387.degrees latitude (g = 980.6199 gals.).
 AH4387
 AH4387.The modeled gravity was interpolated from observed gravity values.
 AH4387
 AH4387;                    North         East    Units  Estimated Accuracy
 AH4387;SPC MN S     -   307,160.1     859,446.3     MT  (+/- 3 meters HH1 GPS) 
 AH4387
 AH4387                          SUPERSEDED SURVEY CONTROL
 AH4387
 AH4387.No superseded survey control is available for this station.
 AH4387
 AH4387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8042267645(NAD 83)
 AH4387
 AH4387_MARKER: DV = VERTICAL CONTROL DISK
 AH4387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH4387_SP_SET: BRIDGE ABUTMENT
 AH4387_STAMPING: 2785 BE 1989
 AH4387_MARK LOGO: MNDT  
 AH4387_PROJECTION: FLUSH
 AH4387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4387+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 AH4387
 AH4387  HISTORY     - Date     Condition        Report By
 AH4387  HISTORY     - 1989     MONUMENTED       MNDT
 AH4387  HISTORY     - 20031112 GOOD             MNDT
 AH4387  HISTORY     - 20041006 GOOD             USPSQD
 AH4387  HISTORY     - 20070626 GOOD             MNDT
 AH4387
 AH4387                          STATION DESCRIPTION
 AH4387
 AH4387'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AH4387'THE MARK IS LOCATED IN THE CITY OF BLOOMINGTON, AT THE SOUTHBOUND
 AH4387'TRUNK HIGHWAY 77 (CEDAR AVENUE) BRIDGE OVER INTERSTATE HIGHWAY 494,
 AH4387'AND IN THE NE 1/4 OF SECTION 2, T27N, R24W.  THE MARK, A STANDARD MNDT
 AH4387'VERTICAL CONTROL MONUMENT DISK STAMPED---2785 BE 1989---, IS SET IN
 AH4387'THE ABUTMENT AT THE SOUTHWEST CORNER OF BRIDGE NUMBER 9081.  THE MARK
 AH4387'IS 25.0 FEET WEST OF THE SOUTHBOUND CENTERLINE OF HIGHWAY 77 AND 0.75
 AH4387'FOOT WEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AH4387
 AH4387                          STATION RECOVERY (2003)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK)
 AH4387'AT BLOOMINGTON, IN SOUTHWEST CORNER OF SB TRUNK HIGHWAY 77 BRIDGE 9081
 AH4387'OVER INTERSTATE HIGHWAY 494, 25.0 FEET WEST OF SB TRUNK HIGHWAY 77,
 AH4387'0.75 FEET EAST OF SOUTHWEST CORNER OF BRDG
 AH4387
 AH4387                          STATION RECOVERY (2004)
 AH4387
 AH4387'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4387'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 AH4387
 AH4387                          STATION RECOVERY (2007)
 AH4387
 AH4387'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4387'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF SAINT PAUL,
 AH4387'8.2 MI (13.2 KM) SOUTH OF MINNEAPOLIS AND 2.9 MI (4.7 KM)
 AH4387'EAST-NORTHEAST OF BLOOMINGTON.
 AH4387' 
 AH4387'TO REACH TO THE MARK AT BLOOMINGTON, IN SOUTHWEST CORNER OF SOUTHBOUND
 AH4387'TRUNK HIGHWAY 77 BRIDGE 9081 OVER INTERSTATE HIGHWAY 494, GO 25.0 FT
 AH4387'(7.6 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 77, 0.75 FT (0.2 M) EAST OF
 AH4387'THE SOUTHWEST CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6934 ***********************************************************************
 DK6934  DESIGNATION -  2785 BF
 DK6934  PID         -  DK6934
 DK6934  STATE/COUNTY-  MN/HENNEPIN
 DK6934  COUNTRY     -  US
 DK6934  USGS QUAD   -  BLOOMINGTON (1997)
 DK6934
 DK6934                         *CURRENT SURVEY CONTROL
 DK6934  ______________________________________________________________________
 DK6934* NAD 83(1986) POSITION- 44 51 43.15   (N) 093 17 55.81   (W)   HD_HELD1  
 DK6934* NAVD 88 ORTHO HEIGHT -   260.425  (meters)     854.41  (feet) ADJUSTED  
 DK6934  ______________________________________________________________________
 DK6934  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DK6934  DYNAMIC HEIGHT  -        260.417 (meters)      854.38  (feet) COMP
 DK6934  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DK6934
 DK6934  VERT ORDER      -  SECOND    CLASS I
 DK6934
 DK6934.The horizontal coordinates were established by differentially corrected
 DK6934.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6934.
 DK6934.The orthometric height was determined by differential leveling and
 DK6934.adjusted in May 2010.
 DK6934
 DK6934.Photographs are available for this station.
 DK6934
 DK6934.The dynamic height is computed by dividing the NAVD 88
 DK6934.geopotential number by the normal gravity value computed on the
 DK6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6934.degrees latitude (g = 980.6199 gals.).
 DK6934
 DK6934.The modeled gravity was interpolated from observed gravity values.
 DK6934
 DK6934;                    North         East    Units  Estimated Accuracy
 DK6934;SPC MN S     -   307,127.7     855,413.2     MT  (+/- 3 meters HH1 GPS) 
 DK6934
 DK6934                          SUPERSEDED SURVEY CONTROL
 DK6934
 DK6934.No superseded survey control is available for this station.
 DK6934
 DK6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7639067662(NAD 83)
 DK6934
 DK6934_MARKER: DD = SURVEY DISK
 DK6934_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6934_SP_SET: BRIDGE RAILING
 DK6934_STAMPING: 2785 BF 2005
 DK6934_MARK LOGO: MNDT  
 DK6934_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6934+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6934
 DK6934  HISTORY     - Date     Condition        Report By
 DK6934  HISTORY     - 2005     MONUMENTED       MNDT
 DK6934
 DK6934                          STATION DESCRIPTION
 DK6934
 DK6934'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6934'THE MARK IS LOCATED ABOUT 8.5 MI (13.6 KM) EAST OF EDEN PRAIRIE, 8.3
 DK6934'MI (13.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 1.5 MI (2.3 KM) NORTH
 DK6934'OF BLOOMINGTON, IN RICHFIELD.
 DK6934' 
 DK6934'MARK SET IN ABUTMENT IN NORTHWEST CORNER OF WEST BOUND INTERSTATE 494
 DK6934'BRIDGE OVER INTERSTATE 35 WEST, AT THE JUNCTION OF WEST BOUND
 DK6934'INTERSTATE 494 AND INTERSTATE 35 WEST IN RICHFIELD, AT INTERSTATE 494
 DK6934'MILEPOST 5.40, 4.7 FT (1.4 M) WEST OF EAST END OF BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6935 ***********************************************************************
 DK6935  DESIGNATION -  2785 BG
 DK6935  PID         -  DK6935
 DK6935  STATE/COUNTY-  MN/HENNEPIN
 DK6935  COUNTRY     -  US
 DK6935  USGS QUAD   -  BLOOMINGTON (1997)
 DK6935
 DK6935                         *CURRENT SURVEY CONTROL
 DK6935  ______________________________________________________________________
 DK6935* NAD 83(1986) POSITION- 44 51 41.98   (N) 093 17 53.05   (W)   HD_HELD1  
 DK6935* NAVD 88 ORTHO HEIGHT -   260.948  (meters)     856.13  (feet) ADJUSTED  
 DK6935  ______________________________________________________________________
 DK6935  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DK6935  DYNAMIC HEIGHT  -        260.941 (meters)      856.10  (feet) COMP
 DK6935  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DK6935
 DK6935  VERT ORDER      -  SECOND    CLASS I
 DK6935
 DK6935.The horizontal coordinates were established by differentially corrected
 DK6935.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6935.
 DK6935.The orthometric height was determined by differential leveling and
 DK6935.adjusted in May 2010.
 DK6935
 DK6935.Photographs are available for this station.
 DK6935
 DK6935.The dynamic height is computed by dividing the NAVD 88
 DK6935.geopotential number by the normal gravity value computed on the
 DK6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6935.degrees latitude (g = 980.6199 gals.).
 DK6935
 DK6935.The modeled gravity was interpolated from observed gravity values.
 DK6935
 DK6935;                    North         East    Units  Estimated Accuracy
 DK6935;SPC MN S     -   307,092.1     855,474.1     MT  (+/- 3 meters HH1 GPS) 
 DK6935
 DK6935                          SUPERSEDED SURVEY CONTROL
 DK6935
 DK6935.No superseded survey control is available for this station.
 DK6935
 DK6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7645167626(NAD 83)
 DK6935
 DK6935_MARKER: DV = VERTICAL CONTROL DISK
 DK6935_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6935_SP_SET: BRIDGE RAILING
 DK6935_STAMPING: 2785 BG 2005
 DK6935_MARK LOGO: MNDT  
 DK6935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6935+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6935
 DK6935  HISTORY     - Date     Condition        Report By
 DK6935  HISTORY     - 2005     MONUMENTED       MNDT
 DK6935
 DK6935                          STATION DESCRIPTION
 DK6935
 DK6935'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6935'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF EDEN PRAIRIE, 8.3
 DK6935'MI (13.4 KM) SOUTH-SOUTHWEST OF MINNEAPOLIS AND 1.4 MI (2.3 KM) NORTH
 DK6935'TO BLOOMINGTON.
 DK6935' 
 DK6935'IN ABUTMENT OF SOUTHEAST CORNER OF EAST BOUND INTERSTATE 494 BRIDGE
 DK6935'NUMBER 6851 OVER INTERSTATE 35 WEST, AT THE JUNCTION OF EAST BOUND
 DK6935'INTERSTATE 494 AND INTERSTATE 35 WEST IN BLOOMINGTON, AT INTERSTATE
 DK6935'494 MILEPOST 5.40, 10.7 FT (3.3 M) WEST OF EAST OF BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6933 ***********************************************************************
 DK6933  DESIGNATION -  2785 BH
 DK6933  PID         -  DK6933
 DK6933  STATE/COUNTY-  MN/HENNEPIN
 DK6933  COUNTRY     -  US
 DK6933  USGS QUAD   -  BLOOMINGTON (1997)
 DK6933
 DK6933                         *CURRENT SURVEY CONTROL
 DK6933  ______________________________________________________________________
 DK6933* NAD 83(1986) POSITION- 44 51 41.36   (N) 093 18 27.97   (W)   HD_HELD1  
 DK6933* NAVD 88 ORTHO HEIGHT -   257.266  (meters)     844.05  (feet) ADJUSTED  
 DK6933  ______________________________________________________________________
 DK6933  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DK6933  DYNAMIC HEIGHT  -        257.258 (meters)      844.02  (feet) COMP
 DK6933  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DK6933
 DK6933  VERT ORDER      -  SECOND    CLASS I
 DK6933
 DK6933.The horizontal coordinates were established by differentially corrected
 DK6933.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6933.
 DK6933.The orthometric height was determined by differential leveling and
 DK6933.adjusted in May 2010.
 DK6933
 DK6933.Photographs are available for this station.
 DK6933
 DK6933.The dynamic height is computed by dividing the NAVD 88
 DK6933.geopotential number by the normal gravity value computed on the
 DK6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6933.degrees latitude (g = 980.6199 gals.).
 DK6933
 DK6933.The modeled gravity was interpolated from observed gravity values.
 DK6933
 DK6933;                    North         East    Units  Estimated Accuracy
 DK6933;SPC MN S     -   307,066.4     854,707.7     MT  (+/- 3 meters HH1 GPS) 
 DK6933
 DK6933                          SUPERSEDED SURVEY CONTROL
 DK6933
 DK6933.No superseded survey control is available for this station.
 DK6933
 DK6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7568467609(NAD 83)
 DK6933
 DK6933_MARKER: DD = SURVEY DISK
 DK6933_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6933_SP_SET: BRIDGE RAILING
 DK6933_STAMPING: 2785 BH 2005
 DK6933_MARK LOGO: MNDT  
 DK6933_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6933+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6933
 DK6933  HISTORY     - Date     Condition        Report By
 DK6933  HISTORY     - 2005     MONUMENTED       MNDT
 DK6933
 DK6933                          STATION DESCRIPTION
 DK6933
 DK6933'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6933'THE MARK IS LOCATED ABOUT 8.5 MI (13.6 KM) SOUTH-SOUTHWEST OF
 DK6933'MINNEAPOLIS, 8.0 MI (12.9 KM) EAST OF EDEN PRAIRIE AND 1.5 MI (2.4 KM)
 DK6933'NORTH-NORTHWEST TO BLOOMINGTON.
 DK6933' 
 DK6933'MARK SET IN BRIDGE RAIL IN SOUTHEAST CORNER OF PENN AVENUE BRIDGE
 DK6933'NUMBER 27V45 OVER INTERSTATE 494, 0.5 MI (0.8 KM) WEST ALONG
 DK6933'INTERSTATE 494 FROM THE JUNCTION OF INTERSTATE 494 AND INTERSTATE 35
 DK6933'WEST IN BLOOMINGTON, AT INTERSTATE 494 MILEPOST 5.90, 27.0 FT (8.2 M)
 DK6933'NORTH EAST BOUND INTERSTATE 494 ON RAMP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6932 ***********************************************************************
 DK6932  DESIGNATION -  2785 BJ
 DK6932  PID         -  DK6932
 DK6932  STATE/COUNTY-  MN/HENNEPIN
 DK6932  COUNTRY     -  US
 DK6932  USGS QUAD   -  BLOOMINGTON (1997)
 DK6932
 DK6932                         *CURRENT SURVEY CONTROL
 DK6932  ______________________________________________________________________
 DK6932* NAD 83(1986) POSITION- 44 51 31.40   (N) 093 19 42.79   (W)   HD_HELD1  
 DK6932* NAVD 88 ORTHO HEIGHT -   261.438  (meters)     857.73  (feet) ADJUSTED  
 DK6932  ______________________________________________________________________
 DK6932  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DK6932  DYNAMIC HEIGHT  -        261.430 (meters)      857.71  (feet) COMP
 DK6932  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DK6932
 DK6932  VERT ORDER      -  SECOND    CLASS I
 DK6932
 DK6932.The horizontal coordinates were established by differentially corrected
 DK6932.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6932.
 DK6932.The orthometric height was determined by differential leveling and
 DK6932.adjusted in May 2010.
 DK6932
 DK6932.Photographs are available for this station.
 DK6932
 DK6932.The dynamic height is computed by dividing the NAVD 88
 DK6932.geopotential number by the normal gravity value computed on the
 DK6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6932.degrees latitude (g = 980.6199 gals.).
 DK6932
 DK6932.The modeled gravity was interpolated from observed gravity values.
 DK6932
 DK6932;                    North         East    Units  Estimated Accuracy
 DK6932;SPC MN S     -   306,745.3     853,067.7     MT  (+/- 3 meters HH1 GPS) 
 DK6932
 DK6932                          SUPERSEDED SURVEY CONTROL
 DK6932
 DK6932.No superseded survey control is available for this station.
 DK6932
 DK6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7404167308(NAD 83)
 DK6932
 DK6932_MARKER: DV = VERTICAL CONTROL DISK
 DK6932_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6932_SP_SET: BRIDGE WALKWAY
 DK6932_STAMPING: 2785 BJ 2005
 DK6932_MARK LOGO: MNDT  
 DK6932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6932+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6932
 DK6932  HISTORY     - Date     Condition        Report By
 DK6932  HISTORY     - 2005     MONUMENTED       MNDT
 DK6932
 DK6932                          STATION DESCRIPTION
 DK6932
 DK6932'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6932'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF HOPKINS, 7.0
 DK6932'MI (11.3 KM) EAST OF EDEN PRAIRIE AND 1.9 MI (3.1 KM) NORTHWEST TO
 DK6932'BLOOMINGTON.
 DK6932' 
 DK6932'MARK SET IN SIDEWALK IN SOUTHEAST CORNER OF FRANCE AVENUE BRIDGE
 DK6932'NUMBER 27897 OVER INTERSTATE 494, 1.0 MI (1.6 KM) EAST ALONG
 DK6932'INTERSTATE 494 FROM THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY
 DK6932'100 IN BLOOMINGTON, AT INTERSTATE 494 MILEPOST 7.0, 29.3 FT (8.9 M)
 DK6932'NORTH OF THE SOUTHEAST CORNER OF BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6931 ***********************************************************************
 DK6931  DESIGNATION -  2785 BK
 DK6931  PID         -  DK6931
 DK6931  STATE/COUNTY-  MN/HENNEPIN
 DK6931  COUNTRY     -  US
 DK6931  USGS QUAD   -  BLOOMINGTON (1997)
 DK6931
 DK6931                         *CURRENT SURVEY CONTROL
 DK6931  ______________________________________________________________________
 DK6931* NAD 83(1986) POSITION- 44 51 32.57   (N) 093 20 59.16   (W)   HD_HELD1  
 DK6931* NAVD 88 ORTHO HEIGHT -   258.680  (meters)     848.69  (feet) ADJUSTED  
 DK6931  ______________________________________________________________________
 DK6931  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6931  DYNAMIC HEIGHT  -        258.673 (meters)      848.66  (feet) COMP
 DK6931  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DK6931
 DK6931  VERT ORDER      -  SECOND    CLASS I
 DK6931
 DK6931.The horizontal coordinates were established by differentially corrected
 DK6931.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6931.
 DK6931.The orthometric height was determined by differential leveling and
 DK6931.adjusted in May 2010.
 DK6931
 DK6931.Photographs are available for this station.
 DK6931
 DK6931.The dynamic height is computed by dividing the NAVD 88
 DK6931.geopotential number by the normal gravity value computed on the
 DK6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6931.degrees latitude (g = 980.6199 gals.).
 DK6931
 DK6931.The modeled gravity was interpolated from observed gravity values.
 DK6931
 DK6931;                    North         East    Units  Estimated Accuracy
 DK6931;SPC MN S     -   306,767.8     851,390.8     MT  (+/- 3 meters HH1 GPS) 
 DK6931
 DK6931                          SUPERSEDED SURVEY CONTROL
 DK6931
 DK6931.No superseded survey control is available for this station.
 DK6931
 DK6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7236567352(NAD 83)
 DK6931
 DK6931_MARKER: DD = SURVEY DISK
 DK6931_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6931_SP_SET: BRIDGE RAILING
 DK6931_STAMPING: 2785 BK 2005
 DK6931_MARK LOGO: MNDT  
 DK6931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6931_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6931+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6931
 DK6931  HISTORY     - Date     Condition        Report By
 DK6931  HISTORY     - 2005     MONUMENTED       MNDT
 DK6931
 DK6931                          STATION DESCRIPTION
 DK6931
 DK6931'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6931'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HOPKINS, 6.0
 DK6931'MI (9.6 KM) EAST OF EDEN PRAIRIE AND 2.8 MI (4.5 KM) WEST-NORTHWEST TO
 DK6931'BLOOMINGTON.
 DK6931' 
 DK6931'MARK SET IN BRIDGE RAIL IN NORTHEAST CORNER OF WEST BOUND INTERSTATE
 DK6931'494 BRIDGE NUMBER 27V38 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DK6931'TRUNK HIGHWAY 100 AND INTERSTATE 494 IN BLOOMINGTON, AT INTERSTATE 494
 DK6931'MILE POINT 8.0, 55.0 FT (16.8 M) WEST OF END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6930 ***********************************************************************
 DK6930  DESIGNATION -  2785 BL
 DK6930  PID         -  DK6930
 DK6930  STATE/COUNTY-  MN/HENNEPIN
 DK6930  COUNTRY     -  US
 DK6930  USGS QUAD   -  BLOOMINGTON (1997)
 DK6930
 DK6930                         *CURRENT SURVEY CONTROL
 DK6930  ______________________________________________________________________
 DK6930* NAD 83(1986) POSITION- 44 51 30.93   (N) 093 21 02.01   (W)   HD_HELD1  
 DK6930* NAVD 88 ORTHO HEIGHT -   258.473  (meters)     848.01  (feet) ADJUSTED  
 DK6930  ______________________________________________________________________
 DK6930  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6930  DYNAMIC HEIGHT  -        258.466 (meters)      847.98  (feet) COMP
 DK6930  MODELED GRAVITY -    980,581.7   (mgal)                       NAVD 88
 DK6930
 DK6930  VERT ORDER      -  SECOND    CLASS I
 DK6930
 DK6930.The horizontal coordinates were established by differentially corrected
 DK6930.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6930.
 DK6930.The orthometric height was determined by differential leveling and
 DK6930.adjusted in May 2010.
 DK6930
 DK6930.Photographs are available for this station.
 DK6930
 DK6930.The dynamic height is computed by dividing the NAVD 88
 DK6930.geopotential number by the normal gravity value computed on the
 DK6930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6930.degrees latitude (g = 980.6199 gals.).
 DK6930
 DK6930.The modeled gravity was interpolated from observed gravity values.
 DK6930
 DK6930;                    North         East    Units  Estimated Accuracy
 DK6930;SPC MN S     -   306,716.7     851,328.7     MT  (+/- 3 meters HH1 GPS) 
 DK6930
 DK6930                          SUPERSEDED SURVEY CONTROL
 DK6930
 DK6930.No superseded survey control is available for this station.
 DK6930
 DK6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7230267301(NAD 83)
 DK6930
 DK6930_MARKER: DD = SURVEY DISK
 DK6930_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6930_SP_SET: BRIDGE RAILING
 DK6930_STAMPING: 2785 BL 2005
 DK6930_MARK LOGO: MNDT  
 DK6930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6930_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6930+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6930
 DK6930  HISTORY     - Date     Condition        Report By
 DK6930  HISTORY     - 2005     MONUMENTED       MNDT
 DK6930
 DK6930                          STATION DESCRIPTION
 DK6930
 DK6930'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6930'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF HOPKINS, 5.9
 DK6930'MI (9.5 KM) EAST OF EDEN PRAIRIE AND 2.8 MI (4.6 KM) WEST-NORTHWEST TO
 DK6930'BLOOMINGTON.
 DK6930' 
 DK6930'MARK SET IN BRIDGE RAIL IN SOUTHWEST CORNER OF EAST BOUND INTERSTATE
 DK6930'494 BRIDGE NUMBER 27V38 OVER TRUNK HIGHWAY 100, AT THE JUNCTION OF
 DK6930'INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON, 50.7 FT (15.5 M)
 DK6930'EAST OF END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6929 ***********************************************************************
 DK6929  DESIGNATION -  2785 BM
 DK6929  PID         -  DK6929
 DK6929  STATE/COUNTY-  MN/HENNEPIN
 DK6929  COUNTRY     -  US
 DK6929  USGS QUAD   -  BLOOMINGTON (1997)
 DK6929
 DK6929                         *CURRENT SURVEY CONTROL
 DK6929  ______________________________________________________________________
 DK6929* NAD 83(1986) POSITION- 44 51 44.52   (N) 093 21 44.15   (W)   HD_HELD1  
 DK6929* NAVD 88 ORTHO HEIGHT -   263.114  (meters)     863.23  (feet) ADJUSTED  
 DK6929  ______________________________________________________________________
 DK6929  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK6929  DYNAMIC HEIGHT  -        263.107 (meters)      863.21  (feet) COMP
 DK6929  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 DK6929
 DK6929  VERT ORDER      -  SECOND    CLASS I
 DK6929
 DK6929.The horizontal coordinates were established by differentially corrected
 DK6929.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6929.
 DK6929.The orthometric height was determined by differential leveling and
 DK6929.adjusted in May 2010.
 DK6929
 DK6929.Photographs are available for this station.
 DK6929
 DK6929.The dynamic height is computed by dividing the NAVD 88
 DK6929.geopotential number by the normal gravity value computed on the
 DK6929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6929.degrees latitude (g = 980.6199 gals.).
 DK6929
 DK6929.The modeled gravity was interpolated from observed gravity values.
 DK6929
 DK6929;                    North         East    Units  Estimated Accuracy
 DK6929;SPC MN S     -   307,128.9     850,400.3     MT  (+/- 3 meters HH1 GPS) 
 DK6929
 DK6929                          SUPERSEDED SURVEY CONTROL
 DK6929
 DK6929.No superseded survey control is available for this station.
 DK6929
 DK6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7137967725(NAD 83)
 DK6929
 DK6929_MARKER: DB = BENCH MARK DISK
 DK6929_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6929_SP_SET: BRIDGE WALKWAY
 DK6929_STAMPING: 2785 BM 2005
 DK6929_MARK LOGO: MNDT  
 DK6929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6929+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6929
 DK6929  HISTORY     - Date     Condition        Report By
 DK6929  HISTORY     - 2005     MONUMENTED       MNDT
 DK6929
 DK6929                          STATION DESCRIPTION
 DK6929
 DK6929'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6929'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF HOPKINS, 5.4
 DK6929'MI (8.6 KM) EAST OF EDEN PRAIRIE AND 3.5 MI (5.6 KM) WEST-NORTHWEST OF
 DK6929'BLOOMINGTON IN EDINA.
 DK6929' 
 DK6929'MARK SET IN BRIDGE SIDEWALK IN SOUTHEAST CORNER OF WEST 78 TH STREET
 DK6929'BRIDGE NUMBER 4572 OVER RAIL ROAD, 0.40 MI (0.6 KM) WEST ALONG 494
 DK6929'FROM THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 100 IN EDINA,
 DK6929'THENCE 0.15 MI (0.2 KM) NORTH ON EAST BUSH LAKE ROAD, THENCE 0.05 MI
 DK6929'(0.1 KM) WEST ON WEST 78 TH STREET, 22.5 FT (6.9 M) WEST OF END OF
 DK6929'BRIDGE, 24.7 FT (7.5 M) SOUTH OF CENTER LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6928 ***********************************************************************
 DK6928  DESIGNATION -  2785 BN
 DK6928  PID         -  DK6928
 DK6928  STATE/COUNTY-  MN/HENNEPIN
 DK6928  COUNTRY     -  US
 DK6928  USGS QUAD   -  BLOOMINGTON (1997)
 DK6928
 DK6928                         *CURRENT SURVEY CONTROL
 DK6928  ______________________________________________________________________
 DK6928* NAD 83(1986) POSITION- 44 51 35.94   (N) 093 21 43.27   (W)   HD_HELD1  
 DK6928* NAVD 88 ORTHO HEIGHT -   256.674  (meters)     842.10  (feet) ADJUSTED  
 DK6928  ______________________________________________________________________
 DK6928  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK6928  DYNAMIC HEIGHT  -        256.667 (meters)      842.08  (feet) COMP
 DK6928  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 DK6928
 DK6928  VERT ORDER      -  SECOND    CLASS I
 DK6928
 DK6928.The horizontal coordinates were established by differentially corrected
 DK6928.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6928.
 DK6928.The orthometric height was determined by differential leveling and
 DK6928.adjusted in May 2010.
 DK6928
 DK6928.Photographs are available for this station.
 DK6928
 DK6928.The dynamic height is computed by dividing the NAVD 88
 DK6928.geopotential number by the normal gravity value computed on the
 DK6928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6928.degrees latitude (g = 980.6199 gals.).
 DK6928
 DK6928.The modeled gravity was interpolated from observed gravity values.
 DK6928
 DK6928;                    North         East    Units  Estimated Accuracy
 DK6928;SPC MN S     -   306,864.2     850,421.7     MT  (+/- 3 meters HH1 GPS) 
 DK6928
 DK6928                          SUPERSEDED SURVEY CONTROL
 DK6928
 DK6928.No superseded survey control is available for this station.
 DK6928
 DK6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7139767460(NAD 83)
 DK6928
 DK6928_MARKER: DD = SURVEY DISK
 DK6928_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6928_SP_SET: BRIDGE WALKWAY
 DK6928_STAMPING: 2785 BN 2005
 DK6928_MARK LOGO: MNDT  
 DK6928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6928+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6928
 DK6928  HISTORY     - Date     Condition        Report By
 DK6928  HISTORY     - 2005     MONUMENTED       MNDT
 DK6928
 DK6928                          STATION DESCRIPTION
 DK6928
 DK6928'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6928'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF HOPKINS, 5.4
 DK6928'MI (8.6 KM) EAST OF EDEN PRAIRIE AND 3.4 MI (5.5 KM) WEST-NORTHWEST OF
 DK6928'BLOOMINGTON.  IN EDINA, IN SIDEWALK IN NORTHEAST CORNER OF EAST BUSH
 DK6928'LAKE ROAD BRIDGE NUMBER 27V33 OVER INTERSTATE 494, 0.4 MI (0.6 KM)
 DK6928'WEST ALONG INTERSTATE 494 FROM THE JUNCTION OF INTERSTATE 494 AND
 DK6928'TRUNK HIGHWAY 100 IN EDINA, 2.6 FT (0.8 M) SOUTHWEST OF END OF BRIDGE,
 DK6928'55 FT (16.8 M) EAST OF CENTER LINE OF EAST BUSH LAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6927 ***********************************************************************
 DK6927  DESIGNATION -  2785 BP
 DK6927  PID         -  DK6927
 DK6927  STATE/COUNTY-  MN/HENNEPIN
 DK6927  COUNTRY     -  US
 DK6927  USGS QUAD   -  BLOOMINGTON (1997)
 DK6927
 DK6927                         *CURRENT SURVEY CONTROL
 DK6927  ______________________________________________________________________
 DK6927* NAD 83(1986) POSITION- 44 51 33.02   (N) 093 21 45.62   (W)   HD_HELD1  
 DK6927* NAVD 88 ORTHO HEIGHT -   255.670  (meters)     838.81  (feet) ADJUSTED  
 DK6927  ______________________________________________________________________
 DK6927  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK6927  DYNAMIC HEIGHT  -        255.663 (meters)      838.79  (feet) COMP
 DK6927  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DK6927
 DK6927  VERT ORDER      -  SECOND    CLASS I
 DK6927
 DK6927.The horizontal coordinates were established by differentially corrected
 DK6927.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6927.
 DK6927.The orthometric height was determined by differential leveling and
 DK6927.adjusted in May 2010.
 DK6927
 DK6927.Photographs are available for this station.
 DK6927
 DK6927.The dynamic height is computed by dividing the NAVD 88
 DK6927.geopotential number by the normal gravity value computed on the
 DK6927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6927.degrees latitude (g = 980.6199 gals.).
 DK6927
 DK6927.The modeled gravity was interpolated from observed gravity values.
 DK6927
 DK6927;                    North         East    Units  Estimated Accuracy
 DK6927;SPC MN S     -   306,773.7     850,370.8     MT  (+/- 3 meters HH1 GPS) 
 DK6927
 DK6927                          SUPERSEDED SURVEY CONTROL
 DK6927
 DK6927.No superseded survey control is available for this station.
 DK6927
 DK6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7134567370(NAD 83)
 DK6927
 DK6927_MARKER: DD = SURVEY DISK
 DK6927_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6927_SP_SET: BRIDGE ABUTMENT
 DK6927_STAMPING: 2785 BP 2005
 DK6927_MARK LOGO: MNDT  
 DK6927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6927+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6927
 DK6927  HISTORY     - Date     Condition        Report By
 DK6927  HISTORY     - 2005     MONUMENTED       MNDT
 DK6927
 DK6927                          STATION DESCRIPTION
 DK6927
 DK6927'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6927'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF HOPKINS, 5.3
 DK6927'MI (8.6 KM) EAST OF EDEN PRAIRIE AND 3.4 MI (5.5 KM) WEST-NORTHWEST TO
 DK6927'BLOOMINGTON.
 DK6927' 
 DK6927'MARK SET IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF RAIL ROAD BRIDGE
 DK6927'OVER INTERSTATE 494, 0.40 MI (0.6 KM) WEST ALONG 494 FROM THE JUNCTION
 DK6927'OF INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON, 19.6 FT (6.0
 DK6927'M) NORTHWEST OF LIGHT POLE, 25 FT (7.6 M) NORTHWEST OF END OF BRIDGE,
 DK6927'81 FT (24.7 M) WEST OF CENTER OF EAST BUSH LAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6926 ***********************************************************************
 DK6926  DESIGNATION -  2785 BQ
 DK6926  PID         -  DK6926
 DK6926  STATE/COUNTY-  MN/HENNEPIN
 DK6926  COUNTRY     -  US
 DK6926  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK6926
 DK6926                         *CURRENT SURVEY CONTROL
 DK6926  ______________________________________________________________________
 DK6926* NAD 83(1986) POSITION- 44 51 35.39   (N) 093 22 57.13   (W)   HD_HELD1  
 DK6926* NAVD 88 ORTHO HEIGHT -   262.846  (meters)     862.35  (feet) ADJUSTED  
 DK6926  ______________________________________________________________________
 DK6926  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DK6926  DYNAMIC HEIGHT  -        262.839 (meters)      862.33  (feet) COMP
 DK6926  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 DK6926
 DK6926  VERT ORDER      -  SECOND    CLASS I
 DK6926
 DK6926.The horizontal coordinates were established by differentially corrected
 DK6926.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6926.
 DK6926.The orthometric height was determined by differential leveling and
 DK6926.adjusted in May 2010.
 DK6926
 DK6926.The dynamic height is computed by dividing the NAVD 88
 DK6926.geopotential number by the normal gravity value computed on the
 DK6926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6926.degrees latitude (g = 980.6199 gals.).
 DK6926
 DK6926.The modeled gravity was interpolated from observed gravity values.
 DK6926
 DK6926;                    North         East    Units  Estimated Accuracy
 DK6926;SPC MN S     -   306,834.8     848,800.3     MT  (+/- 3 meters HH1 GPS) 
 DK6926
 DK6926                          SUPERSEDED SURVEY CONTROL
 DK6926
 DK6926.No superseded survey control is available for this station.
 DK6926
 DK6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6977667450(NAD 83)
 DK6926
 DK6926_MARKER: DD = SURVEY DISK
 DK6926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6926_SP_SET: BRIDGE ABUTMENT
 DK6926_STAMPING: 2785 BQ 2005
 DK6926_MARK LOGO: MNDT  
 DK6926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6926+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK6926
 DK6926  HISTORY     - Date     Condition        Report By
 DK6926  HISTORY     - 2005     MONUMENTED       MNDT
 DK6926
 DK6926                          STATION DESCRIPTION
 DK6926
 DK6926'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK6926'THE MARK IS LOCATED ABOUT 6.0 MI (9.6 KM) SOUTHEAST OF HOPKINS, 4.4 MI
 DK6926'(7.0 KM) EAST OF EDEN PRAIRIE AND 4.3 MI (7.0 KM) WEST-NORTHWEST TO
 DK6926'BLOOMINGTON.
 DK6926' 
 DK6926'MARK SET IN BRIDGE ABUTMENT IN SOUTHEAST CORNER OF WEST BUSH LAKE ROAD
 DK6926'BRIDGE NUMBER 27V35 OVER INTERSTATE 494 WEST ALONG INTERSTATE 494 FROM
 DK6926'THE JUNCTION OF INTERSTATE 494 AND TRUNK HIGHWAY 100 IN BLOOMINGTON,
 DK6926'3.7 FT (1.1 M) NORTHEAST OF END OF BRIDGE, 64.7 FT (19.7 M) EAST OF
 DK6926'MIDDLE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6925 ***********************************************************************
 DK6925  DESIGNATION -  2785 BR
 DK6925  PID         -  DK6925
 DK6925  STATE/COUNTY-  MN/HENNEPIN
 DK6925  COUNTRY     -  US
 DK6925  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK6925
 DK6925                         *CURRENT SURVEY CONTROL
 DK6925  ______________________________________________________________________
 DK6925* NAD 83(2007) POSITION- 44 51 32.87364(N) 093 23 38.82588(W)   ADJUSTED  
 DK6925* NAD 83(2007) ELLIP HT-   234.405 (meters)        (09/23/09)   ADJUSTED
 DK6925* NAD 83(2007) EPOCH   -  2002.00
 DK6925* NAVD 88 ORTHO HEIGHT -   261.364  (meters)     857.49  (feet) ADJUSTED  
 DK6925  ______________________________________________________________________
 DK6925  NAD 83(2007) X  -   -268,123.388 (meters)                     COMP
 DK6925  NAD 83(2007) Y  - -4,520,869.065 (meters)                     COMP
 DK6925  NAD 83(2007) Z  -  4,476,430.563 (meters)                     COMP
 DK6925  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 DK6925  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DK6925  DYNAMIC HEIGHT  -        261.356 (meters)      857.47  (feet) COMP
 DK6925  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 DK6925
 DK6925  HORZ ORDER      -  FIRST
 DK6925  VERT ORDER      -  SECOND    CLASS I
 DK6925  ELLP ORDER      -  THIRD     CLASS I
 DK6925
 DK6925.The horizontal coordinates were established by GPS observations
 DK6925.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6925
 DK6925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6925.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6925
 DK6925.The horizontal coordinates are valid at the epoch date displayed above
 DK6925.which is a decimal equivalence of Year/Month/Day.
 DK6925
 DK6925.The orthometric height was determined by differential leveling and
 DK6925.adjusted in May 2010.
 DK6925
 DK6925.Photographs are available for this station.
 DK6925
 DK6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6925
 DK6925.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6925
 DK6925.The ellipsoidal height was determined by GPS observations
 DK6925.and is referenced to NAD 83.
 DK6925
 DK6925.The dynamic height is computed by dividing the NAVD 88
 DK6925.geopotential number by the normal gravity value computed on the
 DK6925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6925.degrees latitude (g = 980.6199 gals.).
 DK6925
 DK6925.The modeled gravity was interpolated from observed gravity values.
 DK6925
 DK6925. The following values were computed from the NAD 83(2007) position.
 DK6925
 DK6925;                    North         East     Units Scale Factor Converg.
 DK6925;SPC MN S     -   306,750.255   847,885.527   MT  0.99994149   +0 25 28.8
 DK6925;SPC MN S     - 1,006,396.46  2,781,771.10   sFT  0.99994149   +0 25 28.8
 DK6925;UTM  15      - 4,967,377.439   468,861.428   MT  0.99961192   -0 16 40.8
 DK6925
 DK6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6925!SPC MN S     -   0.99996325  x   0.99994149  =   0.99990474
 DK6925!UTM  15      -   0.99996325  x   0.99961192  =   0.99957518
 DK6925
 DK6925                          SUPERSEDED SURVEY CONTROL
 DK6925
 DK6925  NAVD 88 (09/23/09)  261.37   (m)          857.5    (f) LEVELING    3  
 DK6925
 DK6925.Superseded values are not recommended for survey control.
 DK6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6925.See file dsdata.txt to determine how the superseded data were derived.
 DK6925
 DK6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6886167377(NAD 83)
 DK6925
 DK6925_MARKER: DD = SURVEY DISK
 DK6925_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6925_SP_SET: BRIDGE SIDEWALK
 DK6925_STAMPING: 2785 BR 2005
 DK6925_MARK LOGO: MNDT  
 DK6925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6925+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK6925
 DK6925  HISTORY     - Date     Condition        Report By
 DK6925  HISTORY     - 1995     MONUMENTED       MNDT
 DK6925  HISTORY     - 20060925 GOOD             MNDT
 DK6925  HISTORY     - 20070313 GOOD             MNDT
 DK6925
 DK6925                          STATION DESCRIPTION
 DK6925
 DK6925'DESCRIBED BY MN DEPT OF TRANSP 1995
 DK6925'THE MARK IS LOCATED ABOUT 5.7 MI (9.1 KM) SOUTHEAST OF HOPKINS, 4.9 MI
 DK6925'(7.8 KM) WEST-NORTHWEST OF BLOOMINGTON AND 3.8 MI (6.1 KM) EAST OF
 DK6925'EDEN PRAIRIE, IN BLOOMINGTON.
 DK6925' 
 DK6925'MARK SET IN PARAPET (SIDEWALK) IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DK6925'169 BRIDGE NUMBER 27V04 OVER INTERSTATE 494 AT THE JUNCTION OF TRUNK
 DK6925'HIGHWAY 169 AND INTERSTATE 494 IN BLOOMINGTON, 19.9 FT (6.1 M)
 DK6925'NORTHWEST OF END OF BRIDGE, 61 FT (18.6 M) NORTHWEST OF LIGHT POST.
 DK6925
 DK6925                          STATION RECOVERY (2006)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DK6925'IN BLOOMINGTON, IN SOUTHEAST CORNER OF NORTHBOUND TRUNK HIGHWAY 169
 DK6925'BRIDGE NUMBER 27V04 OVER INRTERSTATE HIGHWAY 494, BETWEEN CONCRETE
 DK6925'RAILING AND NORTHBOUND LANE, 19.9 FEET NORTH NORTHWEST OF END OF
 DK6925'BRIDGE, 61 FEET NORTHWEST OF LIGHT POST.
 DK6925
 DK6925                          STATION RECOVERY (2007)
 DK6925
 DK6925'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DK6925'RECOVERED IN GOOD CONDITION.   DISK SET IN BRIDGE WHEN BUILT IN 1995
 DK6925'THEN STAMPED WHEN USED IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7229 ***********************************************************************
 DK7229  DESIGNATION -  2785 BS
 DK7229  PID         -  DK7229
 DK7229  STATE/COUNTY-  MN/HENNEPIN
 DK7229  COUNTRY     -  US
 DK7229  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK7229
 DK7229                         *CURRENT SURVEY CONTROL
 DK7229  ______________________________________________________________________
 DK7229* NAD 83(1986) POSITION- 44 51 38.24   (N) 093 25 09.47   (W)   HD_HELD1  
 DK7229* NAVD 88 ORTHO HEIGHT -   268.975  (meters)     882.46  (feet) ADJUSTED  
 DK7229  ______________________________________________________________________
 DK7229  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DK7229  DYNAMIC HEIGHT  -        268.969 (meters)      882.44  (feet) COMP
 DK7229  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DK7229
 DK7229  VERT ORDER      -  SECOND    CLASS I
 DK7229
 DK7229.The horizontal coordinates were established by differentially corrected
 DK7229.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7229.
 DK7229.The orthometric height was determined by differential leveling and
 DK7229.adjusted in May 2010.
 DK7229
 DK7229.Photographs are available for this station.
 DK7229
 DK7229.The dynamic height is computed by dividing the NAVD 88
 DK7229.geopotential number by the normal gravity value computed on the
 DK7229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7229.degrees latitude (g = 980.6199 gals.).
 DK7229
 DK7229.The modeled gravity was interpolated from observed gravity values.
 DK7229
 DK7229;                    North         East    Units  Estimated Accuracy
 DK7229;SPC MN S     -   306,901.5     845,894.4     MT  (+/- 3 meters HH1 GPS) 
 DK7229
 DK7229                          SUPERSEDED SURVEY CONTROL
 DK7229
 DK7229.No superseded survey control is available for this station.
 DK7229
 DK7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6687267552(NAD 83)
 DK7229
 DK7229_MARKER: DD = SURVEY DISK
 DK7229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7229_SP_SET: BRIDGE ABUTMENT
 DK7229_STAMPING: 2785 BS 2006
 DK7229_MARK LOGO: MNDT  
 DK7229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7229+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7229
 DK7229  HISTORY     - Date     Condition        Report By
 DK7229  HISTORY     - 1983     MONUMENTED       MNDT
 DK7229  HISTORY     - 20070313 GOOD             MNDT
 DK7229
 DK7229                          STATION DESCRIPTION
 DK7229
 DK7229'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7229'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) WEST-NORTHWEST OF
 DK7229'BLOOMINGTON, 4.9 MI (7.9 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.6 MI
 DK7229'(4.1 KM) EAST TO EDEN PRAIRIE.
 DK7229' 
 DK7229'MARK SET IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7229'NUMBER 27713 OVER EDEN CENTER DRIVE, 0.6 MILE (1.0 KM) EAST ALONG
 DK7229'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY
 DK7229'212 IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 11.3, 94 FEET
 DK7229'(28.7 M) NORTHEAST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN
 DK7229'BUILT IN 1983 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7230 ***********************************************************************
 DK7230  DESIGNATION -  2785 BT
 DK7230  PID         -  DK7230
 DK7230  STATE/COUNTY-  MN/HENNEPIN
 DK7230  COUNTRY     -  US
 DK7230  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK7230
 DK7230                         *CURRENT SURVEY CONTROL
 DK7230  ______________________________________________________________________
 DK7230* NAD 83(1986) POSITION- 44 51 52.55   (N) 093 25 44.27   (W)   HD_HELD1  
 DK7230* NAVD 88 ORTHO HEIGHT -   270.521  (meters)     887.53  (feet) ADJUSTED  
 DK7230  ______________________________________________________________________
 DK7230  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 DK7230  DYNAMIC HEIGHT  -        270.515 (meters)      887.51  (feet) COMP
 DK7230  MODELED GRAVITY -    980,587.0   (mgal)                       NAVD 88
 DK7230
 DK7230  VERT ORDER      -  SECOND    CLASS I
 DK7230
 DK7230.The horizontal coordinates were established by differentially corrected
 DK7230.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7230.
 DK7230.The orthometric height was determined by differential leveling and
 DK7230.adjusted in May 2010.
 DK7230
 DK7230.No vertical observational check was made to the station.
 DK7230
 DK7230.Photographs are available for this station.
 DK7230
 DK7230.The dynamic height is computed by dividing the NAVD 88
 DK7230.geopotential number by the normal gravity value computed on the
 DK7230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7230.degrees latitude (g = 980.6199 gals.).
 DK7230
 DK7230.The modeled gravity was interpolated from observed gravity values.
 DK7230
 DK7230;                    North         East    Units  Estimated Accuracy
 DK7230;SPC MN S     -   307,337.8     845,127.3     MT  (+/- 3 meters HH1 GPS) 
 DK7230
 DK7230                          SUPERSEDED SURVEY CONTROL
 DK7230
 DK7230.No superseded survey control is available for this station.
 DK7230
 DK7230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6611167998(NAD 83)
 DK7230
 DK7230_MARKER: DD = SURVEY DISK
 DK7230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7230_SP_SET: BRIDGE RAILING
 DK7230_STAMPING: 2785 BT 2006
 DK7230_MARK LOGO: MNDT  
 DK7230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7230+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2008
 DK7230
 DK7230  HISTORY     - Date     Condition        Report By
 DK7230  HISTORY     - 19990401 MONUMENTED       MNDT
 DK7230  HISTORY     - 20070313 GOOD             MNDT
 DK7230  HISTORY     - 20080403 GOOD             MNDT
 DK7230
 DK7230                          STATION DESCRIPTION
 DK7230
 DK7230'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7230'THE MARK IS LOCATED ABOUT 6.6 MI (10.7 KM) WEST-NORTHWEST OF
 DK7230'BLOOMINGTON, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.2 MI
 DK7230'(3.5 KM) EAST-NORTHEAST TO EDEN PRAIRIE.
 DK7230' 
 DK7230'MARK SET IN RAIL IN NORTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7230'NUMBER 27V10 OVER TRUNK HIGHWAY 5, 0.3 MI (0.5 KM) SOUTHEAST ALONG
 DK7230'TRUNK HIGHWAY 494 FROM THE JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY
 DK7230'VIEW ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILE POINT 11.9, 70 FT
 DK7230'(21.3 M) NORTHEAST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN
 DK7230'BUILT IN 1999 THEN STAMPED WHEN USED IN 2006.
 DK7230
 DK7230                          STATION RECOVERY (2008)
 DK7230
 DK7230'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DK7230'THE STATION IS LOCATED IN EDEN PRAIRIE.
 DK7230' 
 DK7230'TO REACH THE MARK IN RAIL IN NORTHEAST CORNER OF INTERSTATE HIGHWAY
 DK7230'494 BRIDGE NUMBER 27V10 OVER TRUNK HIGHWAY 5.
 DK7230' 
 DK7230'IT IS 0.3 MI (0.5 KM) SOUTHEAST ALONG INTERSTATE HIGHWAY 494 FROM THE
 DK7230'JUNCTION OF INTERSTATE HIGHWAY 494 AND VALLEY VIEW ROAD, AT INTERSTATE
 DK7230'HIGHWAY 494 MILE POINT 11.9, 70.0 FT (21.3 M) NORTHEAST OF INTERSTATE
 DK7230'HIGHWAY 494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7231 ***********************************************************************
 DK7231  DESIGNATION -  2785 BU
 DK7231  PID         -  DK7231
 DK7231  STATE/COUNTY-  MN/HENNEPIN
 DK7231  COUNTRY     -  US
 DK7231  USGS QUAD   -  EDEN PRAIRIE (1993)
 DK7231
 DK7231                         *CURRENT SURVEY CONTROL
 DK7231  ______________________________________________________________________
 DK7231* NAD 83(1986) POSITION- 44 51 53.84   (N) 093 25 48.67   (W)   HD_HELD1  
 DK7231* NAVD 88 ORTHO HEIGHT -   271.185  (meters)     889.71  (feet) ADJUSTED  
 DK7231  ______________________________________________________________________
 DK7231  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 DK7231  DYNAMIC HEIGHT  -        271.179 (meters)      889.69  (feet) COMP
 DK7231  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK7231
 DK7231  VERT ORDER      -  SECOND    CLASS I
 DK7231
 DK7231.The horizontal coordinates were established by differentially corrected
 DK7231.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7231.
 DK7231.The orthometric height was determined by differential leveling and
 DK7231.adjusted in May 2010.
 DK7231
 DK7231.No vertical observational check was made to the station.
 DK7231
 DK7231.Photographs are available for this station.
 DK7231
 DK7231.The dynamic height is computed by dividing the NAVD 88
 DK7231.geopotential number by the normal gravity value computed on the
 DK7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7231.degrees latitude (g = 980.6199 gals.).
 DK7231
 DK7231.The modeled gravity was interpolated from observed gravity values.
 DK7231
 DK7231;                    North         East    Units  Estimated Accuracy
 DK7231;SPC MN S     -   307,376.9     845,030.5     MT  (+/- 3 meters HH1 GPS) 
 DK7231
 DK7231                          SUPERSEDED SURVEY CONTROL
 DK7231
 DK7231.No superseded survey control is available for this station.
 DK7231
 DK7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6601568038(NAD 83)
 DK7231
 DK7231_MARKER: DD = SURVEY DISK
 DK7231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7231_SP_SET: BRIDGE ABUTMENT
 DK7231_STAMPING: 2785 BU 2006
 DK7231_MARK LOGO: MNDT  
 DK7231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7231+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2008
 DK7231
 DK7231  HISTORY     - Date     Condition        Report By
 DK7231  HISTORY     - 1999     MONUMENTED       MNDT
 DK7231  HISTORY     - 20070313 GOOD             MNDT
 DK7231  HISTORY     - 20080403 GOOD             MNDT
 DK7231
 DK7231                          STATION DESCRIPTION
 DK7231
 DK7231'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7231'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.    THE MARK
 DK7231'IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF SHAKOPEE, 4.5 MI (7.2
 DK7231'KM) SOUTH-SOUTHEAST OF HOPKINS AND 2.1 MI (3.4 KM) EAST-NORTHEAST TO
 DK7231'EDEN PRAIRIE.
 DK7231' 
 DK7231'MARK SET IN BRIDGE DECK IN SOUTHWEST CORNER OF TRUNK HIGHWAY 494
 DK7231'BRIDGE NUMBER 27V09 OVER TRUNK HIGHWAY 5, 0.3 MILE (0.5 KM) SOUTHEAST
 DK7231'ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY
 DK7231'VIEW ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 11.9, 72
 DK7231'FEET (21.9 M) SOUTHWEST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN
 DK7231'BUILT IN 1999 THEN STAMPED WHEN USED IN 2006.
 DK7231
 DK7231                          STATION RECOVERY (2008)
 DK7231
 DK7231'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 DK7231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7232 ***********************************************************************
 DK7232  DESIGNATION -  2785 BV
 DK7232  PID         -  DK7232
 DK7232  STATE/COUNTY-  MN/HENNEPIN
 DK7232  COUNTRY     -  US
 DK7232  USGS QUAD   -  HOPKINS (1993)
 DK7232
 DK7232                         *CURRENT SURVEY CONTROL
 DK7232  ______________________________________________________________________
 DK7232* NAD 83(1986) POSITION- 44 53 27.76   (N) 093 26 35.13   (W)   HD_HELD1  
 DK7232* NAVD 88 ORTHO HEIGHT -   297.385  (meters)     975.67  (feet) ADJUSTED  
 DK7232  ______________________________________________________________________
 DK7232  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DK7232  DYNAMIC HEIGHT  -        297.378 (meters)      975.65  (feet) COMP
 DK7232  MODELED GRAVITY -    980,586.9   (mgal)                       NAVD 88
 DK7232
 DK7232  VERT ORDER      -  SECOND    CLASS I
 DK7232
 DK7232.The horizontal coordinates were established by differentially corrected
 DK7232.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7232.
 DK7232.The orthometric height was determined by differential leveling and
 DK7232.adjusted in May 2010.
 DK7232
 DK7232.Photographs are available for this station.
 DK7232
 DK7232.The dynamic height is computed by dividing the NAVD 88
 DK7232.geopotential number by the normal gravity value computed on the
 DK7232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7232.degrees latitude (g = 980.6199 gals.).
 DK7232
 DK7232.The modeled gravity was interpolated from observed gravity values.
 DK7232
 DK7232;                    North         East    Units  Estimated Accuracy
 DK7232;SPC MN S     -   310,268.9     843,990.8     MT  (+/- 3 meters HH1 GPS) 
 DK7232
 DK7232                          SUPERSEDED SURVEY CONTROL
 DK7232
 DK7232.No superseded survey control is available for this station.
 DK7232
 DK7232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6501170942(NAD 83)
 DK7232
 DK7232_MARKER: DD = SURVEY DISK
 DK7232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7232_SP_SET: BRIDGE RAILING
 DK7232_STAMPING: 2785 BV 2006
 DK7232_MARK LOGO: MNDT  
 DK7232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7232+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7232
 DK7232  HISTORY     - Date     Condition        Report By
 DK7232  HISTORY     - 2005     MONUMENTED       MNDT
 DK7232
 DK7232                          STATION DESCRIPTION
 DK7232
 DK7232'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7232'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF EXCELSIOR, 2.5 MI
 DK7232'(4.1 KM) SOUTH-SOUTHEAST OF HOPKINS, AND 2.8 MI (4.6 KM)
 DK7232'NORTH-NORTHEAST TO EDEN PRAIRIE.
 DK7232' 
 DK7232'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7232'NUMBER 27V50 OVER TRUNK HIGHWAY 62, 1.6 MILES (2.6 KM) NORTH ALONG
 DK7232'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY VIEW
 DK7232'ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 13.9, 64 FEET
 DK7232'(19.5 M) EAST OF TRUNK HIGHWAY 494, 35 FEET (10.7 M) NORTH OF SOUTH
 DK7232'END OF BRIDGE RAILING.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7232'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7237 ***********************************************************************
 DK7237  DESIGNATION -  2785 BW
 DK7237  PID         -  DK7237
 DK7237  STATE/COUNTY-  MN/HENNEPIN
 DK7237  COUNTRY     -  US
 DK7237  USGS QUAD   -  HOPKINS (1993)
 DK7237
 DK7237                         *CURRENT SURVEY CONTROL
 DK7237  ______________________________________________________________________
 DK7237* NAD 83(1986) POSITION- 44 53 30.13   (N) 093 26 37.34   (W)   HD_HELD1  
 DK7237* NAVD 88 ORTHO HEIGHT -   296.769  (meters)     973.65  (feet) ADJUSTED  
 DK7237  ______________________________________________________________________
 DK7237  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7237  DYNAMIC HEIGHT  -        296.763 (meters)      973.63  (feet) COMP
 DK7237  MODELED GRAVITY -    980,587.1   (mgal)                       NAVD 88
 DK7237
 DK7237  VERT ORDER      -  SECOND    CLASS I
 DK7237
 DK7237.The horizontal coordinates were established by differentially corrected
 DK7237.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7237.
 DK7237.The orthometric height was determined by differential leveling and
 DK7237.adjusted in May 2010.
 DK7237
 DK7237.Photographs are available for this station.
 DK7237
 DK7237.The dynamic height is computed by dividing the NAVD 88
 DK7237.geopotential number by the normal gravity value computed on the
 DK7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7237.degrees latitude (g = 980.6199 gals.).
 DK7237
 DK7237.The modeled gravity was interpolated from observed gravity values.
 DK7237
 DK7237;                    North         East    Units  Estimated Accuracy
 DK7237;SPC MN S     -   310,341.7     843,941.9     MT  (+/- 3 meters HH1 GPS) 
 DK7237
 DK7237                          SUPERSEDED SURVEY CONTROL
 DK7237
 DK7237.No superseded survey control is available for this station.
 DK7237
 DK7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6496371015(NAD 83)
 DK7237
 DK7237_MARKER: DD = SURVEY DISK
 DK7237_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7237_SP_SET: BRIDGE RAILING
 DK7237_STAMPING: 2785 BW 2006
 DK7237_MARK LOGO: MNDT  
 DK7237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7237+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7237
 DK7237  HISTORY     - Date     Condition        Report By
 DK7237  HISTORY     - 2005     MONUMENTED       MNDT
 DK7237
 DK7237                          STATION DESCRIPTION
 DK7237
 DK7237'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7237'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF EXCELSIOR, 2.5 MI
 DK7237'(4.0 KM) SOUTH-SOUTHEAST OF HOPKINS, AND 2.9 MI (4.6 KM)
 DK7237'NORTH-NORTHEAST TO EDEN PRAIRIE.
 DK7237' 
 DK7237'MARK SET IN RAIL IN NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7237'NUMBER 27V49 OVER TRUNK HIGHWAY 62, 1.6 MILES (2.6 KM) NORTH ALONG
 DK7237'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND VALLEY VIEW
 DK7237'ROAD IN EDEN PRAIRIE, AT TRUNK HIGHWAY 494 MILEPOINT 13.9, 66 FEET
 DK7237'(20.1 M) WEST OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN
 DK7237'2005 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7238 ***********************************************************************
 DK7238  DESIGNATION -  2785 BX
 DK7238  PID         -  DK7238
 DK7238  STATE/COUNTY-  MN/HENNEPIN
 DK7238  COUNTRY     -  US
 DK7238  USGS QUAD   -  HOPKINS (1993)
 DK7238
 DK7238                         *CURRENT SURVEY CONTROL
 DK7238  ______________________________________________________________________
 DK7238* NAD 83(1986) POSITION- 44 53 55.12   (N) 093 26 42.96   (W)   HD_HELD1  
 DK7238* NAVD 88 ORTHO HEIGHT -   292.741  (meters)     960.43  (feet) ADJUSTED  
 DK7238  ______________________________________________________________________
 DK7238  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7238  DYNAMIC HEIGHT  -        292.735 (meters)      960.41  (feet) COMP
 DK7238  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 DK7238
 DK7238  VERT ORDER      -  SECOND    CLASS I
 DK7238
 DK7238.The horizontal coordinates were established by differentially corrected
 DK7238.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7238.
 DK7238.The orthometric height was determined by differential leveling and
 DK7238.adjusted in May 2010.
 DK7238
 DK7238.Photographs are available for this station.
 DK7238
 DK7238.The dynamic height is computed by dividing the NAVD 88
 DK7238.geopotential number by the normal gravity value computed on the
 DK7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7238.degrees latitude (g = 980.6199 gals.).
 DK7238
 DK7238.The modeled gravity was interpolated from observed gravity values.
 DK7238
 DK7238;                    North         East    Units  Estimated Accuracy
 DK7238;SPC MN S     -   311,112.3     843,813.3     MT  (+/- 3 meters HH1 GPS) 
 DK7238
 DK7238                          SUPERSEDED SURVEY CONTROL
 DK7238
 DK7238.No superseded survey control is available for this station.
 DK7238
 DK7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6484471787(NAD 83)
 DK7238
 DK7238_MARKER: DD = SURVEY DISK
 DK7238_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7238_SP_SET: BRIDGE RAILING
 DK7238_STAMPING: 2785 BX 2006
 DK7238_MARK LOGO: MNDT  
 DK7238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7238+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7238
 DK7238  HISTORY     - Date     Condition        Report By
 DK7238  HISTORY     - 2005     MONUMENTED       MNDT
 DK7238
 DK7238                          STATION DESCRIPTION
 DK7238
 DK7238'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7238'THE MARK IS LOCATED ABOUT 5.9 MI (9.6 KM) EAST OF EXCELSIOR, 3.3 MI
 DK7238'(5.3 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.0 MI (3.2 KM)
 DK7238'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7238' 
 DK7238'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7238'NUMBER 27V52 OVER RAILROAD, 1.9 MILES (3.1 KM) SOUTH ALONG TRUNK
 DK7238'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7238'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.4, 64 FEET (19.5 M) EAST
 DK7238'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7238'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7242 ***********************************************************************
 DK7242  DESIGNATION -  2785 BY
 DK7242  PID         -  DK7242
 DK7242  STATE/COUNTY-  MN/HENNEPIN
 DK7242  COUNTRY     -  US
 DK7242  USGS QUAD   -  HOPKINS (1993)
 DK7242
 DK7242                         *CURRENT SURVEY CONTROL
 DK7242  ______________________________________________________________________
 DK7242* NAD 83(1986) POSITION- 44 53 55.90   (N) 093 26 45.25   (W)   HD_HELD1  
 DK7242* NAVD 88 ORTHO HEIGHT -   292.551  (meters)     959.81  (feet) ADJUSTED  
 DK7242  ______________________________________________________________________
 DK7242  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7242  DYNAMIC HEIGHT  -        292.545 (meters)      959.79  (feet) COMP
 DK7242  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DK7242
 DK7242  VERT ORDER      -  SECOND    CLASS I
 DK7242
 DK7242.The horizontal coordinates were established by differentially corrected
 DK7242.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7242.
 DK7242.The orthometric height was determined by differential leveling and
 DK7242.adjusted in May 2010.
 DK7242
 DK7242.Photographs are available for this station.
 DK7242
 DK7242.The dynamic height is computed by dividing the NAVD 88
 DK7242.geopotential number by the normal gravity value computed on the
 DK7242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7242.degrees latitude (g = 980.6199 gals.).
 DK7242
 DK7242.The modeled gravity was interpolated from observed gravity values.
 DK7242
 DK7242;                    North         East    Units  Estimated Accuracy
 DK7242;SPC MN S     -   311,136.0     843,762.9     MT  (+/- 3 meters HH1 GPS) 
 DK7242
 DK7242                          SUPERSEDED SURVEY CONTROL
 DK7242
 DK7242.No superseded survey control is available for this station.
 DK7242
 DK7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6479471811(NAD 83)
 DK7242
 DK7242_MARKER: DD = SURVEY DISK
 DK7242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7242_SP_SET: BRIDGE RAILING
 DK7242_STAMPING: 2785 BY 2006
 DK7242_MARK LOGO: MNDT  
 DK7242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7242+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7242
 DK7242  HISTORY     - Date     Condition        Report By
 DK7242  HISTORY     - 2005     MONUMENTED       MNDT
 DK7242
 DK7242                          STATION DESCRIPTION
 DK7242
 DK7242'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7242'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF EXCELSIOR, 3.3 MI
 DK7242'(5.3 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 2.0 MI (3.2 KM)
 DK7242'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7242' 
 DK7242'THE MARK SET IN RAIL IN NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7242'NUMBER 27V51 OVER RAILROAD, 1.9 MILES (3.1 KM) SOUTH ALONG TRUNK
 DK7242'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7242'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.4, 74 FEET (22.6 M) WEST
 DK7242'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7242'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7244 ***********************************************************************
 DK7244  DESIGNATION -  2785 BZ
 DK7244  PID         -  DK7244
 DK7244  STATE/COUNTY-  MN/HENNEPIN
 DK7244  COUNTRY     -  US
 DK7244  USGS QUAD   -  HOPKINS (1993)
 DK7244
 DK7244                         *CURRENT SURVEY CONTROL
 DK7244  ______________________________________________________________________
 DK7244* NAD 83(1986) POSITION- 44 54 52.43   (N) 093 26 56.91   (W)   HD_HELD1  
 DK7244* NAVD 88 ORTHO HEIGHT -   298.973  (meters)     980.88  (feet) ADJUSTED  
 DK7244  ______________________________________________________________________
 DK7244  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7244  DYNAMIC HEIGHT  -        298.968 (meters)      980.86  (feet) COMP
 DK7244  MODELED GRAVITY -    980,590.6   (mgal)                       NAVD 88
 DK7244
 DK7244  VERT ORDER      -  SECOND    CLASS I
 DK7244
 DK7244.The horizontal coordinates were established by differentially corrected
 DK7244.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7244.
 DK7244.The orthometric height was determined by differential leveling and
 DK7244.adjusted in May 2010.
 DK7244
 DK7244.Photographs are available for this station.
 DK7244
 DK7244.The dynamic height is computed by dividing the NAVD 88
 DK7244.geopotential number by the normal gravity value computed on the
 DK7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7244.degrees latitude (g = 980.6199 gals.).
 DK7244
 DK7244.The modeled gravity was interpolated from observed gravity values.
 DK7244
 DK7244;                    North         East    Units  Estimated Accuracy
 DK7244;SPC MN S     -   312,879.2     843,495.3     MT  (+/- 3 meters HH1 GPS) 
 DK7244
 DK7244                          SUPERSEDED SURVEY CONTROL
 DK7244
 DK7244.No superseded survey control is available for this station.
 DK7244
 DK7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6454873557(NAD 83)
 DK7244
 DK7244_MARKER: DD = SURVEY DISK
 DK7244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7244_SP_SET: BRIDGE RAILING
 DK7244_STAMPING: 2785 BZ 2006
 DK7244_MARK LOGO: MNDT  
 DK7244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7244+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7244
 DK7244  HISTORY     - Date     Condition        Report By
 DK7244  HISTORY     - 2005     MONUMENTED       MNDT
 DK7244
 DK7244                          STATION DESCRIPTION
 DK7244
 DK7244'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7244'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF EXCELSIOR, 4.3 MI
 DK7244'(6.9 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.0 MI (1.6 KM) SOUTHEAST
 DK7244'OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN SOUTHEAST CORNER
 DK7244'OF COUNTY ROAD 3 BRIDGE NUMBER 27V58 OVER TRUNK HIGHWAY 494, 0.8 MILES
 DK7244'(1.3 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY
 DK7244'494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT
 DK7244'15.5, 26 FEET (7.9 M) SOUTH OF COUNTY ROAD 3.  DISK SET IN BRIDGE WHEN
 DK7244'BUILT IN 2005 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0579 ***********************************************************************
 QO0579  DESIGNATION -  2785 C
 QO0579  PID         -  QO0579
 QO0579  STATE/COUNTY-  MN/HENNEPIN
 QO0579  COUNTRY     -  US
 QO0579  USGS QUAD   -  OSSEO (1993)
 QO0579
 QO0579                         *CURRENT SURVEY CONTROL
 QO0579  ______________________________________________________________________
 QO0579* NAD 83(1986) POSITION- 45 03 36.67   (N) 093 27 00.36   (W)   HD_HELD1  
 QO0579* NAVD 88 ORTHO HEIGHT -   300.217  (meters)     984.96  (feet) ADJUSTED  
 QO0579  ______________________________________________________________________
 QO0579  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 QO0579  DYNAMIC HEIGHT  -        300.208 (meters)      984.93  (feet) COMP
 QO0579  MODELED GRAVITY -    980,579.5   (mgal)                       NAVD 88
 QO0579
 QO0579  VERT ORDER      -  SECOND    CLASS 0
 QO0579
 QO0579.The horizontal coordinates were established by differentially corrected
 QO0579.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0579.
 QO0579.The orthometric height was determined by differential leveling and
 QO0579.adjusted in June 1991.
 QO0579
 QO0579.Photographs are available for this station.
 QO0579
 QO0579.The dynamic height is computed by dividing the NAVD 88
 QO0579.geopotential number by the normal gravity value computed on the
 QO0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0579.degrees latitude (g = 980.6199 gals.).
 QO0579
 QO0579.The modeled gravity was interpolated from observed gravity values.
 QO0579
 QO0579;                    North         East    Units  Estimated Accuracy
 QO0579;SPC MN S     -   329,060.8     843,310.8     MT  (+/- 3 meters HH1 GPS) 
 QO0579
 QO0579                          SUPERSEDED SURVEY CONTROL
 QO0579
 QO0579  NGVD 29 (??/??/92)  300.152  (m)          984.75   (f) ADJ UNCH    2 0
 QO0579
 QO0579.Superseded values are not recommended for survey control.
 QO0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0579.See file dsdata.txt to determine how the superseded data were derived.
 QO0579
 QO0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6456289734(NAD 83)
 QO0579
 QO0579_MARKER: DB = BENCH MARK DISK
 QO0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0579_SP_SET: BRIDGE ABUTMENT
 QO0579_STAMPING: 2785 C 1970
 QO0579_MARK LOGO: MNHD  
 QO0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0579+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO0579
 QO0579  HISTORY     - Date     Condition        Report By
 QO0579  HISTORY     - 1970     MONUMENTED       MNHD
 QO0579  HISTORY     - 1986     GOOD             USPSQD
 QO0579  HISTORY     - 1989     GOOD             MNDT
 QO0579  HISTORY     - 19991107 GOOD             USPSQD
 QO0579  HISTORY     - 20041118 GOOD             USPSQD
 QO0579  HISTORY     - 20070926 GOOD             MNDT
 QO0579  HISTORY     - 20080528 GOOD             MNDT
 QO0579
 QO0579                          STATION DESCRIPTION
 QO0579
 QO0579'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0579'IN PLYMOUTH.
 QO0579'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27978.
 QO0579'NORTHBOUND FAI 494 OVER COUNTY ROAD NO. 47, 2.8 MILES NORTH OF TH 55.
 QO0579'NE 1/4 SECTION 3, T 118 N, R 22 W.
 QO0579
 QO0579                          STATION RECOVERY (1986)
 QO0579
 QO0579'RECOVERY NOTE BY US POWER SQUADRON 1986 (TZ)
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (1989)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (1999)
 QO0579
 QO0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (2004)
 QO0579
 QO0579'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0579'RECOVERED IN GOOD CONDITION.
 QO0579
 QO0579                          STATION RECOVERY (2007)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0579'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF HOPKINS, 4.7 MI
 QO0579'(7.6 KM) SOUTH-SOUTHWEST OF OSSEO AND 3.9 MI (6.3 KM) EAST-NORTHEAST
 QO0579'OF HAMEL.
 QO0579' 
 QO0579'TO REACH TO THE MARK AT PLYMOUTH, GO 2.8 MI (4.5 KM) NORTH OF THE
 QO0579'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 55, IN SOUTHEAST
 QO0579'CORNER OF INTERSTATE HIGHWAY 494 BRIDGE 27978 OVER COUNTY ROAD 47.
 QO0579
 QO0579                          STATION RECOVERY (2008)
 QO0579
 QO0579'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0579'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7243 ***********************************************************************
 DK7243  DESIGNATION -  2785 CA
 DK7243  PID         -  DK7243
 DK7243  STATE/COUNTY-  MN/HENNEPIN
 DK7243  COUNTRY     -  US
 DK7243  USGS QUAD   -  HOPKINS (1993)
 DK7243
 DK7243                         *CURRENT SURVEY CONTROL
 DK7243  ______________________________________________________________________
 DK7243* NAD 83(1986) POSITION- 44 54 41.03   (N) 093 26 55.60   (W)   HD_HELD1  
 DK7243* NAVD 88 ORTHO HEIGHT -   293.610  (meters)     963.29  (feet) ADJUSTED  
 DK7243  ______________________________________________________________________
 DK7243  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7243  DYNAMIC HEIGHT  -        293.605 (meters)      963.27  (feet) COMP
 DK7243  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 DK7243
 DK7243  VERT ORDER      -  SECOND    CLASS I
 DK7243
 DK7243.The horizontal coordinates were established by differentially corrected
 DK7243.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7243.
 DK7243.The orthometric height was determined by differential leveling and
 DK7243.adjusted in May 2010.
 DK7243
 DK7243.Photographs are available for this station.
 DK7243
 DK7243.The dynamic height is computed by dividing the NAVD 88
 DK7243.geopotential number by the normal gravity value computed on the
 DK7243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7243.degrees latitude (g = 980.6199 gals.).
 DK7243
 DK7243.The modeled gravity was interpolated from observed gravity values.
 DK7243
 DK7243;                    North         East    Units  Estimated Accuracy
 DK7243;SPC MN S     -   312,527.5     843,526.4     MT  (+/- 3 meters HH1 GPS) 
 DK7243
 DK7243                          SUPERSEDED SURVEY CONTROL
 DK7243
 DK7243.No superseded survey control is available for this station.
 DK7243
 DK7243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6457473205(NAD 83)
 DK7243
 DK7243_MARKER: DD = SURVEY DISK
 DK7243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7243_SP_SET: BRIDGE ABUTMENT
 DK7243_STAMPING: 2785 CA 2006
 DK7243_MARK LOGO: MNDT  
 DK7243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7243+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7243
 DK7243  HISTORY     - Date     Condition        Report By
 DK7243  HISTORY     - 2005     MONUMENTED       MNDT
 DK7243
 DK7243                          STATION DESCRIPTION
 DK7243
 DK7243'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7243'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF EXCELSIOR, 4.1 MI
 DK7243'(6.5 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.2 MI (1.9 KM) SOUTHEAST
 DK7243'OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN SOUTHEAST CORNER
 DK7243'OF PEDESTRIAN BRIDGE NUMBER 27V57 OVER TRUNK HIGHWAY 494, 1.0 MILE
 DK7243'(1.6 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY
 DK7243'494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT
 DK7243'15.3, 6.0 FEET (1.8 M) SOUTH OF PEDESTRIAN BRIDGE.  DISK SET IN BRIDGE
 DK7243'WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7247 ***********************************************************************
 DK7247  DESIGNATION -  2785 CB
 DK7247  PID         -  DK7247
 DK7247  STATE/COUNTY-  MN/HENNEPIN
 DK7247  COUNTRY     -  US
 DK7247  USGS QUAD   -  HOPKINS (1993)
 DK7247
 DK7247                         *CURRENT SURVEY CONTROL
 DK7247  ______________________________________________________________________
 DK7247* NAD 83(1986) POSITION- 44 56 04.28   (N) 093 27 17.62   (W)   HD_HELD1  
 DK7247* NAVD 88 ORTHO HEIGHT -   294.580  (meters)     966.47  (feet) ADJUSTED  
 DK7247  ______________________________________________________________________
 DK7247  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7247  DYNAMIC HEIGHT  -        294.576 (meters)      966.45  (feet) COMP
 DK7247  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DK7247
 DK7247  VERT ORDER      -  SECOND    CLASS I
 DK7247
 DK7247.The horizontal coordinates were established by differentially corrected
 DK7247.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7247.
 DK7247.The orthometric height was determined by differential leveling and
 DK7247.adjusted in May 2010.
 DK7247
 DK7247.Photographs are available for this station.
 DK7247
 DK7247.The dynamic height is computed by dividing the NAVD 88
 DK7247.geopotential number by the normal gravity value computed on the
 DK7247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7247.degrees latitude (g = 980.6199 gals.).
 DK7247
 DK7247.The modeled gravity was interpolated from observed gravity values.
 DK7247
 DK7247;                    North         East    Units  Estimated Accuracy
 DK7247;SPC MN S     -   315,093.9     843,026.3     MT  (+/- 3 meters HH1 GPS) 
 DK7247
 DK7247                          SUPERSEDED SURVEY CONTROL
 DK7247
 DK7247.No superseded survey control is available for this station.
 DK7247
 DK7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6410675777(NAD 83)
 DK7247
 DK7247_MARKER: DD = SURVEY DISK
 DK7247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7247_SP_SET: BRIDGE ABUTMENT
 DK7247_STAMPING: 2785 CB 2006
 DK7247_MARK LOGO: MNDT  
 DK7247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7247+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7247
 DK7247  HISTORY     - Date     Condition        Report By
 DK7247  HISTORY     - 2005     MONUMENTED       MNDT
 DK7247
 DK7247                          STATION DESCRIPTION
 DK7247
 DK7247'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7247'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-NORTHEAST OF EXCELSIOR,
 DK7247'5.6 MI (9.0 KM) NORTH OF EDEN PRAIRIE AND 0.8 MI (1.2 KM)
 DK7247'NORTH-NORTHEAST OF HOPKINS TO MINNETONKA.    MARK SET IN RAIL IN
 DK7247'SOUTHEAST CORNER OF OAKLAND ROAD BRIDGE NUMBER 27V61 OVER TRUNK
 DK7247'HIGHWAY 494, 0.7 MILES (1.1 KM) NORTH ALONG TRUNK HIGHWAY 494 FROM
 DK7247'JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT
 DK7247'TRUNK HIGHWAY 494 MILEPOINT 17.0, 24 FEET (7.3 M) SOUTH OF OAKLAND
 DK7247'ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN
 DK7247'2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7251 ***********************************************************************
 DK7251  DESIGNATION -  2785 CD
 DK7251  PID         -  DK7251
 DK7251  STATE/COUNTY-  MN/HENNEPIN
 DK7251  COUNTRY     -  US
 DK7251  USGS QUAD   -  HOPKINS (1993)
 DK7251
 DK7251                         *CURRENT SURVEY CONTROL
 DK7251  ______________________________________________________________________
 DK7251* NAD 83(1986) POSITION- 44 58 03.24   (N) 093 27 35.77   (W)   HD_HELD1  
 DK7251* NAVD 88 ORTHO HEIGHT -   304.213  (meters)     998.07  (feet) ADJUSTED  
 DK7251  ______________________________________________________________________
 DK7251  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DK7251  DYNAMIC HEIGHT  -        304.210 (meters)      998.06  (feet) COMP
 DK7251  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 DK7251
 DK7251  VERT ORDER      -  SECOND    CLASS I
 DK7251
 DK7251.The horizontal coordinates were established by differentially corrected
 DK7251.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7251.
 DK7251.The orthometric height was determined by differential leveling and
 DK7251.adjusted in May 2010.
 DK7251
 DK7251.Photographs are available for this station.
 DK7251
 DK7251.The dynamic height is computed by dividing the NAVD 88
 DK7251.geopotential number by the normal gravity value computed on the
 DK7251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7251.degrees latitude (g = 980.6199 gals.).
 DK7251
 DK7251.The modeled gravity was interpolated from observed gravity values.
 DK7251
 DK7251;                    North         East    Units  Estimated Accuracy
 DK7251;SPC MN S     -   318,763.3     842,604.1     MT  (+/- 3 meters HH1 GPS) 
 DK7251
 DK7251                          SUPERSEDED SURVEY CONTROL
 DK7251
 DK7251.No superseded survey control is available for this station.
 DK7251
 DK7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6372979450(NAD 83)
 DK7251
 DK7251_MARKER: DD = SURVEY DISK
 DK7251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7251_SP_SET: BRIDGE ABUTMENT
 DK7251_STAMPING: 2785 CD 2006
 DK7251_MARK LOGO: MNDT  
 DK7251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7251+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7251
 DK7251  HISTORY     - Date     Condition        Report By
 DK7251  HISTORY     - 2005     MONUMENTED       MNDT
 DK7251
 DK7251                          STATION DESCRIPTION
 DK7251
 DK7251'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7251'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTHEAST OF EXCELSIOR, 6.0
 DK7251'MI (9.7 KM) SOUTH-SOUTHEAST OF HAMEL AND 2.9 MI (4.7 KM) NORTH OF
 DK7251'HOPKINS TO MINNETONKA.
 DK7251' 
 DK7251'MARK SET IN RAIL IN SOUTHEAST CORNER OF OAKLAND ROAD BRIDGE NUMBER
 DK7251'27V62 OVER TRUNK HIGHWAY 494, 0.25 MILES (0.40 KM) SOUTH ALONG TRUNK
 DK7251'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 394
 DK7251'IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 19.3, 32 FEET (9.8 M)
 DK7251'SOUTH OF OAKLAND ROAD.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7251'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7248 ***********************************************************************
 DK7248  DESIGNATION -  2785 CE
 DK7248  PID         -  DK7248
 DK7248  STATE/COUNTY-  MN/HENNEPIN
 DK7248  COUNTRY     -  US
 DK7248  USGS QUAD   -  HOPKINS (1993)
 DK7248
 DK7248                         *CURRENT SURVEY CONTROL
 DK7248  ______________________________________________________________________
 DK7248* NAD 83(1986) POSITION- 44 56 28.21   (N) 093 27 24.03   (W)   HD_HELD1  
 DK7248* NAVD 88 ORTHO HEIGHT -   295.568  (meters)     969.71  (feet) ADJUSTED  
 DK7248  ______________________________________________________________________
 DK7248  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7248  DYNAMIC HEIGHT  -        295.564 (meters)      969.70  (feet) COMP
 DK7248  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DK7248
 DK7248  VERT ORDER      -  SECOND    CLASS I
 DK7248
 DK7248.The horizontal coordinates were established by differentially corrected
 DK7248.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7248.
 DK7248.The orthometric height was determined by differential leveling and
 DK7248.adjusted in May 2010.
 DK7248
 DK7248.Photographs are available for this station.
 DK7248
 DK7248.The dynamic height is computed by dividing the NAVD 88
 DK7248.geopotential number by the normal gravity value computed on the
 DK7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7248.degrees latitude (g = 980.6199 gals.).
 DK7248
 DK7248.The modeled gravity was interpolated from observed gravity values.
 DK7248
 DK7248;                    North         East    Units  Estimated Accuracy
 DK7248;SPC MN S     -   315,831.7     842,880.9     MT  (+/- 3 meters HH1 GPS) 
 DK7248
 DK7248                          SUPERSEDED SURVEY CONTROL
 DK7248
 DK7248.No superseded survey control is available for this station.
 DK7248
 DK7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6397076516(NAD 83)
 DK7248
 DK7248_MARKER: DD = SURVEY DISK
 DK7248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7248_SP_SET: BRIDGE ABUTMENT
 DK7248_STAMPING: 2785 CE 2006
 DK7248_MARK LOGO: MNDT  
 DK7248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7248+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7248
 DK7248  HISTORY     - Date     Condition        Report By
 DK7248  HISTORY     - 1998     MONUMENTED       MNDT
 DK7248  HISTORY     - 20070313 GOOD             MNDT
 DK7248
 DK7248                          STATION DESCRIPTION
 DK7248
 DK7248'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7248'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.    THE MARK
 DK7248'IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF EDEN PRAIRIE, 6.0 MI (9.6
 DK7248'KM) EAST-NORTHEAST OF EXCELSIOR AND 1.1 MI (1.8 KM) NORTH-NORTHEAST OF
 DK7248'HOPKINS TO MINNETONKA.    MARK SET IN DECK IN NORTHWEST CORNER OF
 DK7248'TRUNK HIGHWAY 494 BRIDGE NUMBER 27V05 OVER MINNETONKA BOULEVARD, 1.6
 DK7248'MILES (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK
 DK7248'HIGHWAY 494 AND TRUNK HIGHWAY 394 IN MINNETONKA, AT TRUNK HIGHWAY 494
 DK7248'MILEPOINT 17.4, 74 FEET (22.6 M) WEST OF TRUNK HIGHWAY 494.  DISK SET
 DK7248'IN BRIDGE WHEN BUILT IN 1998 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7249 ***********************************************************************
 DK7249  DESIGNATION -  2785 CE 1
 DK7249  PID         -  DK7249
 DK7249  STATE/COUNTY-  MN/HENNEPIN
 DK7249  COUNTRY     -  US
 DK7249  USGS QUAD   -  HOPKINS (1993)
 DK7249
 DK7249                         *CURRENT SURVEY CONTROL
 DK7249  ______________________________________________________________________
 DK7249* NAD 83(1986) POSITION- 44 56 29.4    (N) 093 26 46.1    (W)   HD_HELD2  
 DK7249* NAVD 88 ORTHO HEIGHT -   285.404  (meters)     936.36  (feet) ADJUSTED  
 DK7249  ______________________________________________________________________
 DK7249  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DK7249  DYNAMIC HEIGHT  -        285.400 (meters)      936.35  (feet) COMP
 DK7249  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 DK7249
 DK7249  VERT ORDER      -  SECOND    CLASS I
 DK7249
 DK7249.The horizontal coordinates were established by autonomous hand held GPS
 DK7249.observations and have an estimated accuracy of +/- 10 meters.
 DK7249.
 DK7249.The orthometric height was determined by differential leveling and
 DK7249.adjusted in May 2010.
 DK7249
 DK7249.Photographs are available for this station.
 DK7249
 DK7249.The dynamic height is computed by dividing the NAVD 88
 DK7249.geopotential number by the normal gravity value computed on the
 DK7249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7249.degrees latitude (g = 980.6199 gals.).
 DK7249
 DK7249.The modeled gravity was interpolated from observed gravity values.
 DK7249
 DK7249;                    North         East    Units  Estimated Accuracy
 DK7249;SPC MN S     -   315,874.      843,712.      MT  (+/- 10 meters HH2 GPS)
 DK7249
 DK7249                          SUPERSEDED SURVEY CONTROL
 DK7249
 DK7249.No superseded survey control is available for this station.
 DK7249
 DK7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6480176548(NAD 83)
 DK7249
 DK7249_MARKER: DV = VERTICAL CONTROL DISK
 DK7249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7249_SP_SET: BRIDGE ABUTMENT
 DK7249_STAMPING: 2785 CE 1 2006
 DK7249_MARK LOGO: MNDT  
 DK7249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7249+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2007
 DK7249
 DK7249  HISTORY     - Date     Condition        Report By
 DK7249  HISTORY     - 1981     MONUMENTED       MNDT
 DK7249  HISTORY     - 20070313 GOOD             MNDT
 DK7249
 DK7249                          STATION DESCRIPTION
 DK7249
 DK7249'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAD)
 DK7249'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK7249'THE MARK IS LOCATED ABOUT 6.4 MI (10.4 KM) EAST-NORTHEAST OF
 DK7249'EXCELSIOR, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.4 MI
 DK7249'(2.2 KM) NORTHEAST OF HOPKINS TO MINNETONKA.    MARK SET IN RAIL IN
 DK7249'SOUTHEAST CORNER OF COUNTY ROAD 61 BRIDGE NUMBER 27633 OVER CREEK, 0.5
 DK7249'MILES (0.8 KM) EAST ALONG MINNETONKA BOULEVARD FROM JUNCTION OF
 DK7249'MINNETONKA BOULEVARD AND TRUNK HIGHWAY 494 IN MINNETONKA, 31 FEET (9.4
 DK7249'M) EAST OF COUNTY ROAD 61, 100 FEET (30.5 M) NORTH OF MINNETONKA
 DK7249'BOULEVARD.  DISK SET IN BRIDGE WHEN BUILT IN 1981 THEN STAMPED WHEN
 DK7249'USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7252 ***********************************************************************
 DK7252  DESIGNATION -  2785 CF
 DK7252  PID         -  DK7252
 DK7252  STATE/COUNTY-  MN/HENNEPIN
 DK7252  COUNTRY     -  US
 DK7252  USGS QUAD   -  HOPKINS (1993)
 DK7252
 DK7252                         *CURRENT SURVEY CONTROL
 DK7252  ______________________________________________________________________
 DK7252* NAD 83(1986) POSITION- 44 54 16.23   (N) 093 26 53.43   (W)   HD_HELD1  
 DK7252* NAVD 88 ORTHO HEIGHT -   290.149  (meters)     951.93  (feet) ADJUSTED  
 DK7252  ______________________________________________________________________
 DK7252  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7252  DYNAMIC HEIGHT  -        290.143 (meters)      951.91  (feet) COMP
 DK7252  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 DK7252
 DK7252  VERT ORDER      -  SECOND    CLASS I
 DK7252
 DK7252.The horizontal coordinates were established by differentially corrected
 DK7252.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7252.
 DK7252.The orthometric height was determined by differential leveling and
 DK7252.adjusted in May 2010.
 DK7252
 DK7252.Photographs are available for this station.
 DK7252
 DK7252.The dynamic height is computed by dividing the NAVD 88
 DK7252.geopotential number by the normal gravity value computed on the
 DK7252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7252.degrees latitude (g = 980.6199 gals.).
 DK7252
 DK7252.The modeled gravity was interpolated from observed gravity values.
 DK7252
 DK7252;                    North         East    Units  Estimated Accuracy
 DK7252;SPC MN S     -   311,762.3     843,579.2     MT  (+/- 3 meters HH1 GPS) 
 DK7252
 DK7252                          SUPERSEDED SURVEY CONTROL
 DK7252
 DK7252.No superseded survey control is available for this station.
 DK7252
 DK7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6461872440(NAD 83)
 DK7252
 DK7252_MARKER: DD = SURVEY DISK
 DK7252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7252_SP_SET: BRIDGE RAILING
 DK7252_STAMPING: 2785 CF 2006
 DK7252_MARK LOGO: MNDT  
 DK7252_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7252+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7252
 DK7252  HISTORY     - Date     Condition        Report By
 DK7252  HISTORY     - 2005     MONUMENTED       MNDT
 DK7252
 DK7252                          STATION DESCRIPTION
 DK7252
 DK7252'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7252'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) EAST OF EXCELSIOR, 3.6 MI
 DK7252'(5.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.6 MI (2.6 KM)
 DK7252'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN
 DK7252'NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE NUMBER 27V55 OVER BAKER
 DK7252'ROAD, 1.5 MILES (2.4 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION
 DK7252'OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK
 DK7252'HIGHWAY 494 MILEPOINT 14.8, 68 FEET (20.7 M) WEST OF TRUNK HIGHWAY
 DK7252'494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN
 DK7252'2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7241 ***********************************************************************
 DK7241  DESIGNATION -  2785 CG
 DK7241  PID         -  DK7241
 DK7241  STATE/COUNTY-  MN/HENNEPIN
 DK7241  COUNTRY     -  US
 DK7241  USGS QUAD   -  HOPKINS (1993)
 DK7241
 DK7241                         *CURRENT SURVEY CONTROL
 DK7241  ______________________________________________________________________
 DK7241* NAD 83(1986) POSITION- 44 54 09.40   (N) 093 26 50.65   (W)   HD_HELD1  
 DK7241* NAVD 88 ORTHO HEIGHT -   290.954  (meters)     954.57  (feet) ADJUSTED  
 DK7241  ______________________________________________________________________
 DK7241  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7241  DYNAMIC HEIGHT  -        290.948 (meters)      954.55  (feet) COMP
 DK7241  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 DK7241
 DK7241  VERT ORDER      -  SECOND    CLASS I
 DK7241
 DK7241.The horizontal coordinates were established by differentially corrected
 DK7241.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7241.
 DK7241.The orthometric height was determined by differential leveling and
 DK7241.adjusted in May 2010.
 DK7241
 DK7241.Photographs are available for this station.
 DK7241
 DK7241.The dynamic height is computed by dividing the NAVD 88
 DK7241.geopotential number by the normal gravity value computed on the
 DK7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7241.degrees latitude (g = 980.6199 gals.).
 DK7241
 DK7241.The modeled gravity was interpolated from observed gravity values.
 DK7241
 DK7241;                    North         East    Units  Estimated Accuracy
 DK7241;SPC MN S     -   311,551.9     843,641.6     MT  (+/- 3 meters HH1 GPS) 
 DK7241
 DK7241                          SUPERSEDED SURVEY CONTROL
 DK7241
 DK7241.No superseded survey control is available for this station.
 DK7241
 DK7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6467872229(NAD 83)
 DK7241
 DK7241_MARKER: DD = SURVEY DISK
 DK7241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7241_SP_SET: BRIDGE RAILING
 DK7241_STAMPING: 2785 CG 2006
 DK7241_MARK LOGO: MNDT  
 DK7241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7241+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7241
 DK7241  HISTORY     - Date     Condition        Report By
 DK7241  HISTORY     - 2005     MONUMENTED       MNDT
 DK7241
 DK7241                          STATION DESCRIPTION
 DK7241
 DK7241'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7241'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST OF EXCELSIOR, 3.5 MI
 DK7241'(5.6 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.7 MI (2.8 KM)
 DK7241'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.    THE MARK SET IN RAIL IN
 DK7241'NORTHWEST CORNER OF TRUNK HIGHWAY 494 BRIDGE NUMBER 27V53 OVER TRAIL,
 DK7241'1.6 MILES (2.6 KM) SOUTH ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF
 DK7241'TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN MINNETONKA, AT TRUNK HIGHWAY
 DK7241'494 MILEPOINT 14.7, 68 FEET (20.7 M) WEST OF TRUNK HIGHWAY 494.  DISK
 DK7241'SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7239 ***********************************************************************
 DK7239  DESIGNATION -  2785 CH
 DK7239  PID         -  DK7239
 DK7239  STATE/COUNTY-  MN/HENNEPIN
 DK7239  COUNTRY     -  US
 DK7239  USGS QUAD   -  HOPKINS (1993)
 DK7239
 DK7239                         *CURRENT SURVEY CONTROL
 DK7239  ______________________________________________________________________
 DK7239* NAD 83(1986) POSITION- 44 54 08.76   (N) 093 26 48.53   (W)   HD_HELD1  
 DK7239* NAVD 88 ORTHO HEIGHT -   291.094  (meters)     955.03  (feet) ADJUSTED  
 DK7239  ______________________________________________________________________
 DK7239  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7239  DYNAMIC HEIGHT  -        291.089 (meters)      955.01  (feet) COMP
 DK7239  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DK7239
 DK7239  VERT ORDER      -  SECOND    CLASS I
 DK7239
 DK7239.The horizontal coordinates were established by differentially corrected
 DK7239.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7239.
 DK7239.The orthometric height was determined by differential leveling and
 DK7239.adjusted in May 2010.
 DK7239
 DK7239.Photographs are available for this station.
 DK7239
 DK7239.The dynamic height is computed by dividing the NAVD 88
 DK7239.geopotential number by the normal gravity value computed on the
 DK7239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7239.degrees latitude (g = 980.6199 gals.).
 DK7239
 DK7239.The modeled gravity was interpolated from observed gravity values.
 DK7239
 DK7239;                    North         East    Units  Estimated Accuracy
 DK7239;SPC MN S     -   311,532.5     843,688.3     MT  (+/- 3 meters HH1 GPS) 
 DK7239
 DK7239                          SUPERSEDED SURVEY CONTROL
 DK7239
 DK7239.No superseded survey control is available for this station.
 DK7239
 DK7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6472472209(NAD 83)
 DK7239
 DK7239_MARKER: DD = SURVEY DISK
 DK7239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7239_SP_SET: BRIDGE ABUTMENT
 DK7239_STAMPING: 2785 CH 2006
 DK7239_MARK LOGO: MNDT  
 DK7239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7239+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7239
 DK7239  HISTORY     - Date     Condition        Report By
 DK7239  HISTORY     - 2005     MONUMENTED       MNDT
 DK7239
 DK7239                          STATION DESCRIPTION
 DK7239
 DK7239'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7239'THE MARK IS LOCATED ABOUT 5.9 MI (9.4 KM) EAST OF EXCELSIOR, 3.5 MI
 DK7239'(5.6 KM) NORTH-NORTHEAST OF EDEN PRAIRIE AND 1.8 MI (2.8 KM)
 DK7239'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7239' 
 DK7239'MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7239'NUMBER 27V54 OVER TRAIL, 1.6 MILES (2.6 KM) SOUTH ALONG TRUNK HIGHWAY
 DK7239'494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7239'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.7, 66 FEET (20.1 M) EAST
 DK7239'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7239'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7240 ***********************************************************************
 DK7240  DESIGNATION -  2785 CJ
 DK7240  PID         -  DK7240
 DK7240  STATE/COUNTY-  MN/HENNEPIN
 DK7240  COUNTRY     -  US
 DK7240  USGS QUAD   -  HOPKINS (1993)
 DK7240
 DK7240                         *CURRENT SURVEY CONTROL
 DK7240  ______________________________________________________________________
 DK7240* NAD 83(1986) POSITION- 44 54 16.47   (N) 093 26 51.67   (W)   HD_HELD1  
 DK7240* NAVD 88 ORTHO HEIGHT -   290.120  (meters)     951.84  (feet) ADJUSTED  
 DK7240  ______________________________________________________________________
 DK7240  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7240  DYNAMIC HEIGHT  -        290.115 (meters)      951.82  (feet) COMP
 DK7240  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 DK7240
 DK7240  VERT ORDER      -  SECOND    CLASS I
 DK7240
 DK7240.The horizontal coordinates were established by differentially corrected
 DK7240.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7240.
 DK7240.The orthometric height was determined by differential leveling and
 DK7240.adjusted in May 2010.
 DK7240
 DK7240.Photographs are available for this station.
 DK7240
 DK7240.The dynamic height is computed by dividing the NAVD 88
 DK7240.geopotential number by the normal gravity value computed on the
 DK7240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7240.degrees latitude (g = 980.6199 gals.).
 DK7240
 DK7240.The modeled gravity was interpolated from observed gravity values.
 DK7240
 DK7240;                    North         East    Units  Estimated Accuracy
 DK7240;SPC MN S     -   311,770.0     843,617.8     MT  (+/- 3 meters HH1 GPS) 
 DK7240
 DK7240                          SUPERSEDED SURVEY CONTROL
 DK7240
 DK7240.No superseded survey control is available for this station.
 DK7240
 DK7240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6465672447(NAD 83)
 DK7240
 DK7240_MARKER: DD = SURVEY DISK
 DK7240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7240_SP_SET: BRIDGE ABUTMENT
 DK7240_STAMPING: 2785 CJ 2006
 DK7240_MARK LOGO: MNDT  
 DK7240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7240+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7240
 DK7240  HISTORY     - Date     Condition        Report By
 DK7240  HISTORY     - 2005     MONUMENTED       MNDT
 DK7240
 DK7240                          STATION DESCRIPTION
 DK7240
 DK7240'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7240'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST OF EXCELSIOR, 3.6 MI
 DK7240'(5.8 KM) NORTH-NORTHEAST OF EDEN PRAIRIE, 1.6 MI (2.6 KM)
 DK7240'SOUTH-SOUTHEAST OF HOPKINS TO MINNETONKA.
 DK7240' 
 DK7240'THE MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 494 BRIDGE
 DK7240'NUMBER 27V56 OVER BAKER ROAD, 1.5 MILES (2.4 KM) SOUTH ALONG TRUNK
 DK7240'HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY 7 IN
 DK7240'MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT 14.8, 68 FEET (20.7 M) EAST
 DK7240'OF TRUNK HIGHWAY 494.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7240'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7245 ***********************************************************************
 DK7245  DESIGNATION -  2785 CK
 DK7245  PID         -  DK7245
 DK7245  STATE/COUNTY-  MN/HENNEPIN
 DK7245  COUNTRY     -  US
 DK7245  USGS QUAD   -  HOPKINS (1993)
 DK7245
 DK7245                         *CURRENT SURVEY CONTROL
 DK7245  ______________________________________________________________________
 DK7245* NAD 83(1986) POSITION- 44 55 29.45   (N) 093 27 04.12   (W)   HD_HELD1  
 DK7245* NAVD 88 ORTHO HEIGHT -   307.973  (meters)    1010.41  (feet) ADJUSTED  
 DK7245  ______________________________________________________________________
 DK7245  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7245  DYNAMIC HEIGHT  -        307.969 (meters)     1010.40  (feet) COMP
 DK7245  MODELED GRAVITY -    980,592.3   (mgal)                       NAVD 88
 DK7245
 DK7245  VERT ORDER      -  SECOND    CLASS I
 DK7245
 DK7245.The horizontal coordinates were established by differentially corrected
 DK7245.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7245.
 DK7245.The orthometric height was determined by differential leveling and
 DK7245.adjusted in May 2010.
 DK7245
 DK7245.No vertical observational check was made to the station.
 DK7245
 DK7245.Photographs are available for this station.
 DK7245
 DK7245.The dynamic height is computed by dividing the NAVD 88
 DK7245.geopotential number by the normal gravity value computed on the
 DK7245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7245.degrees latitude (g = 980.6199 gals.).
 DK7245
 DK7245.The modeled gravity was interpolated from observed gravity values.
 DK7245
 DK7245;                    North         East    Units  Estimated Accuracy
 DK7245;SPC MN S     -   314,020.8     843,329.5     MT  (+/- 3 meters HH1 GPS) 
 DK7245
 DK7245                          SUPERSEDED SURVEY CONTROL
 DK7245
 DK7245.No superseded survey control is available for this station.
 DK7245
 DK7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439674700(NAD 83)
 DK7245
 DK7245_MARKER: DD = SURVEY DISK
 DK7245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7245_SP_SET: BRIDGE ABUTMENT
 DK7245_STAMPING: 2785 CK 2006
 DK7245_MARK LOGO: MNDT  
 DK7245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7245+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7245
 DK7245  HISTORY     - Date     Condition        Report By
 DK7245  HISTORY     - 2005     MONUMENTED       MNDT
 DK7245
 DK7245                          STATION DESCRIPTION
 DK7245
 DK7245'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7245'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST-NORTHEAST OF EXCELSIOR,
 DK7245'4.9 MI (7.9 KM) NORTH OF EDEN PRAIRIE AND 0.6 MI (0.9 KM) EAST OF
 DK7245'HOPKINS TO MINNETONKA.
 DK7245' 
 DK7245'THE MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 7 EASTBOUND
 DK7245'BRIDGE NUMBER 27V60 OVER TRUNK HIGHWAY 494, 0.4 MILES (0.6 KM) SOUTH
 DK7245'ALONG TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND
 DK7245'MINNETONKA BOULEVARD IN MINNETONKA, AT TRUNK HIGHWAY 494 MILEPOINT
 DK7245'16.3, 56 FEET (17.1 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 7.  DISK SET
 DK7245'IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN  2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7246 ***********************************************************************
 DK7246  DESIGNATION -  2785 CL
 DK7246  PID         -  DK7246
 DK7246  STATE/COUNTY-  MN/HENNEPIN
 DK7246  COUNTRY     -  US
 DK7246  USGS QUAD   -  HOPKINS (1993)
 DK7246
 DK7246                         *CURRENT SURVEY CONTROL
 DK7246  ______________________________________________________________________
 DK7246* NAD 83(1986) POSITION- 44 55 30.26   (N) 093 27 04.21   (W)   HD_HELD1  
 DK7246* NAVD 88 ORTHO HEIGHT -   308.036  (meters)    1010.61  (feet) ADJUSTED  
 DK7246  ______________________________________________________________________
 DK7246  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DK7246  DYNAMIC HEIGHT  -        308.032 (meters)     1010.60  (feet) COMP
 DK7246  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 DK7246
 DK7246  VERT ORDER      -  SECOND    CLASS I
 DK7246
 DK7246.The horizontal coordinates were established by differentially corrected
 DK7246.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7246.
 DK7246.The orthometric height was determined by differential leveling and
 DK7246.adjusted in May 2010.
 DK7246
 DK7246.No vertical observational check was made to the station.
 DK7246
 DK7246.Photographs are available for this station.
 DK7246
 DK7246.The dynamic height is computed by dividing the NAVD 88
 DK7246.geopotential number by the normal gravity value computed on the
 DK7246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7246.degrees latitude (g = 980.6199 gals.).
 DK7246
 DK7246.The modeled gravity was interpolated from observed gravity values.
 DK7246
 DK7246;                    North         East    Units  Estimated Accuracy
 DK7246;SPC MN S     -   314,045.8     843,327.4     MT  (+/- 3 meters HH1 GPS) 
 DK7246
 DK7246                          SUPERSEDED SURVEY CONTROL
 DK7246
 DK7246.No superseded survey control is available for this station.
 DK7246
 DK7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6439474725(NAD 83)
 DK7246
 DK7246_MARKER: DD = SURVEY DISK
 DK7246_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7246_SP_SET: BRIDGE ABUTMENT
 DK7246_STAMPING: 2785 CL 2006
 DK7246_MARK LOGO: MNDT  
 DK7246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7246+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK7246
 DK7246  HISTORY     - Date     Condition        Report By
 DK7246  HISTORY     - 2005     MONUMENTED       MNDT
 DK7246
 DK7246                          STATION DESCRIPTION
 DK7246
 DK7246'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK7246'THE MARK IS LOCATED ABOUT 5.8 MI (9.4 KM) EAST-NORTHEAST OF EXCELSIOR,
 DK7246'4.9 MI (8.0 KM) NORTH OF EDEN PRAIRIE AND 0.6 MI (0.9 KM) EAST OF
 DK7246'HOPKINS TO MINNETONKA.
 DK7246' 
 DK7246'THE MARK SET IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY7 WEST BOUND
 DK7246'BRIDGE NUMBER 27V59 IN MINNETONKA, 0.4 MILES (0.6 KM) SOUTH ALONG
 DK7246'TRUNK HIGHWAY 494 FROM JUNCTION OF TRUNK HIGHWAY 494 AND TRUNK HIGHWAY
 DK7246'7 AT TRUNK HIGHWAY 494 MILEPOINT 16.3, 56 FEET (17.1 M) SOUTH OF WEST
 DK7246'BOUND TRUNK HIGHWAY 7.  DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN
 DK7246'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0577 ***********************************************************************
 QO0577  DESIGNATION -  2785 EE
 QO0577  PID         -  QO0577
 QO0577  STATE/COUNTY-  MN/HENNEPIN
 QO0577  COUNTRY     -  US
 QO0577  USGS QUAD   -  OSSEO (1993)
 QO0577
 QO0577                         *CURRENT SURVEY CONTROL
 QO0577  ______________________________________________________________________
 QO0577* NAD 83(1986) POSITION- 45 04 50.18   (N) 093 26 46.71   (W)   HD_HELD1  
 QO0577* NAVD 88 ORTHO HEIGHT -   291.871  (meters)     957.58  (feet) ADJUSTED  
 QO0577  ______________________________________________________________________
 QO0577  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 QO0577  DYNAMIC HEIGHT  -        291.861 (meters)      957.55  (feet) COMP
 QO0577  MODELED GRAVITY -    980,572.0   (mgal)                       NAVD 88
 QO0577
 QO0577  VERT ORDER      -  SECOND    CLASS 0
 QO0577
 QO0577.The horizontal coordinates were established by differentially corrected
 QO0577.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0577.
 QO0577.The orthometric height was determined by differential leveling and
 QO0577.adjusted in June 1991.
 QO0577
 QO0577.Photographs are available for this station.
 QO0577
 QO0577.The dynamic height is computed by dividing the NAVD 88
 QO0577.geopotential number by the normal gravity value computed on the
 QO0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0577.degrees latitude (g = 980.6199 gals.).
 QO0577
 QO0577.The modeled gravity was interpolated from observed gravity values.
 QO0577
 QO0577;                    North         East    Units  Estimated Accuracy
 QO0577;SPC MN S     -   331,332.0     843,594.1     MT  (+/- 3 meters HH1 GPS) 
 QO0577
 QO0577                          SUPERSEDED SURVEY CONTROL
 QO0577
 QO0577  NGVD 29 (??/??/92)  291.806  (m)          957.37   (f) ADJ UNCH    2 0
 QO0577
 QO0577.Superseded values are not recommended for survey control.
 QO0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0577.See file dsdata.txt to determine how the superseded data were derived.
 QO0577
 QO0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6487392001(NAD 83)
 QO0577
 QO0577_MARKER: DB = BENCH MARK DISK
 QO0577_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO0577_SP_SET: BRIDGE ABUTMENT
 QO0577_STAMPING: 2785 EE 1970
 QO0577_MARK LOGO: MNHD  
 QO0577_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0577+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO0577
 QO0577  HISTORY     - Date     Condition        Report By
 QO0577  HISTORY     - 1970     MONUMENTED       MNHD
 QO0577  HISTORY     - 1985     GOOD             USPSQD
 QO0577  HISTORY     - 1989     GOOD             MNDT
 QO0577  HISTORY     - 20020928 GOOD             USPSQD
 QO0577  HISTORY     - 20041118 GOOD             USPSQD
 QO0577  HISTORY     - 20071003 GOOD             MNDT
 QO0577  HISTORY     - 20080528 GOOD             MNDT
 QO0577
 QO0577                          STATION DESCRIPTION
 QO0577
 QO0577'DESCRIBED BY MN HIGHWAY DEPT 1970
 QO0577'IN MAPLE GROVE.
 QO0577'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 27905, FISH LAKE
 QO0577'ROAD OVER FAI 494, 0.7 MILES SOUTH OF THE JUNCTION OF FAI 494 AND FAI
 QO0577'94.  SE 1/4 SECTION 27, T 119 N, R 22 W.
 QO0577
 QO0577                          STATION RECOVERY (1985)
 QO0577
 QO0577'RECOVERY NOTE BY US POWER SQUADRON 1985 (TZ)
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (1989)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (2002)
 QO0577
 QO0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (2004)
 QO0577
 QO0577'RECOVERY NOTE BY US POWER SQUADRON 2004 (NDM)
 QO0577'RECOVERED IN GOOD CONDITION.
 QO0577
 QO0577                          STATION RECOVERY (2007)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0577'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF ANOKA,
 QO0577'4.7 MI (7.6 KM) NORTHEAST OF HAMEL AND 3.4 MI (5.5 KM) SOUTHWEST OF
 QO0577'OSSEO.
 QO0577' 
 QO0577'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) EAST ALONG BASS LAKE ROAD,
 QO0577'THENCE 0.85 MI (1.4 KM) NORTH ON COUNTY ROAD 61, THENCE 0.9 MI (1.4
 QO0577'KM) WEST ON WESTERN FISH LAKE ROAD, AT MAPLE GROVE, 0.7 MI (1.1 KM)
 QO0577'SOUTH OF THE JUNCTION OF INTERSTATE HIGHWAY 494 AND INTERSTATE HIGHWAY
 QO0577'94, WEST ON BASS LAKE ROAD FROM 494, THEN NORTH ON WEDGEWOOD ROAD,
 QO0577'THEN EAST ON FISH LAKE ROAD, IN SOUTHEAST CORNER OF FISH LAKE ROAD
 QO0577'BRIDGE OVER INTERSTATE HIGHWAY 494.
 QO0577
 QO0577                          STATION RECOVERY (2008)
 QO0577
 QO0577'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO0577'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1209 ***********************************************************************
 PP1209  DESIGNATION -  2785 KK
 PP1209  PID         -  PP1209
 PP1209  STATE/COUNTY-  MN/HENNEPIN
 PP1209  COUNTRY     -  US
 PP1209  USGS QUAD   -  HOPKINS (1993)
 PP1209
 PP1209                         *CURRENT SURVEY CONTROL
 PP1209  ______________________________________________________________________
 PP1209* NAD 83(1986) POSITION- 44 58 31.     (N) 093 27 35.     (W)   SCALED    
 PP1209* NAVD 88 ORTHO HEIGHT -   299.104  (meters)     981.31  (feet) ADJUSTED  
 PP1209  ______________________________________________________________________
 PP1209  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 PP1209  DYNAMIC HEIGHT  -        299.100 (meters)      981.30  (feet) COMP
 PP1209  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 PP1209
 PP1209  VERT ORDER      -  SECOND    CLASS I
 PP1209
 PP1209.The horizontal coordinates were scaled from a topographic map and have
 PP1209.an estimated accuracy of +/- 6 seconds.
 PP1209.
 PP1209.The orthometric height was determined by differential leveling and
 PP1209.adjusted in June 1991.
 PP1209
 PP1209.Photographs are available for this station.
 PP1209
 PP1209.The dynamic height is computed by dividing the NAVD 88
 PP1209.geopotential number by the normal gravity value computed on the
 PP1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1209.degrees latitude (g = 980.6199 gals.).
 PP1209
 PP1209.The modeled gravity was interpolated from observed gravity values.
 PP1209
 PP1209;                    North         East    Units  Estimated Accuracy
 PP1209;SPC MN S     -   319,620.      842,620.      MT  (+/- 180 meters Scaled)
 PP1209
 PP1209                          SUPERSEDED SURVEY CONTROL
 PP1209
 PP1209  NGVD 29 (??/??/92)  299.048  (m)          981.13   (f) ADJ UNCH    2 0
 PP1209
 PP1209.Superseded values are not recommended for survey control.
 PP1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1209.See file dsdata.txt to determine how the superseded data were derived.
 PP1209
 PP1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK637803(NAD 83)
 PP1209
 PP1209_MARKER: DB = BENCH MARK DISK
 PP1209_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1209_SP_SET: BRIDGE ABUTMENT
 PP1209_STAMPING: 2785 KK 1970
 PP1209_MARK LOGO: MNHD  
 PP1209_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1209+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 PP1209
 PP1209  HISTORY     - Date     Condition        Report By
 PP1209  HISTORY     - 1970     MONUMENTED       MNHD
 PP1209  HISTORY     - 1988     GOOD             MNDT
 PP1209  HISTORY     - 19940505 GOOD             MNDT
 PP1209  HISTORY     - 20021129 GOOD             USPS
 PP1209  HISTORY     - 20060927 GOOD             USPSQD
 PP1209  HISTORY     - 20070926 GOOD             MNDT
 PP1209  HISTORY     - 20080703 GOOD             MNDT
 PP1209
 PP1209                          STATION DESCRIPTION
 PP1209
 PP1209'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1209'IN MINNETONKA.
 PP1209'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9834.  PROPOSED
 PP1209'SERVICE ROAD OVER FAI 494, ABOUT 0.3 MILES NORTH OF TH 12.  NW 1/4
 PP1209'SECTION 3, T 117N, R 22W.
 PP1209
 PP1209                          STATION RECOVERY (1988)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 PP1209'RECOVERED IN GOOD CONDITION.
 PP1209
 PP1209                          STATION RECOVERY (1994)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 PP1209'MARK RECOVERED AS FORMERLY DESCRIBED.
 PP1209
 PP1209                          STATION RECOVERY (2002)
 PP1209
 PP1209'RECOVERY NOTE BY US POSTAL SERVICE 2002 (REA)
 PP1209'RECOVERED IN GOOD CONDITION.
 PP1209
 PP1209                          STATION RECOVERY (2006)
 PP1209
 PP1209'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 PP1209'ROAD CROSSING OVER I 494 ON BRIDGE 9794 IS CHESHIRE LANE.
 PP1209
 PP1209                          STATION RECOVERY (2007)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1209'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHEAST OF EXCELSIOR, 5.6
 PP1209'MI (9.0 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM) NORTH OF HOPKINS.
 PP1209'TO REACH TO THE MARK IN MINNETONKA, GO 0.3 MI (0.5 KM) NORTH OF THE
 PP1209'JUNCTION OF INTERSTATE HIGHWAY 494 AND TRUNK HIGHWAY 12, IN SOUTHEAST
 PP1209'CORNER OF ABUTMENT OF CHESHIRE PARKWAY BRIDGE OVER INTERSTATE HIGHWAY
 PP1209'494.
 PP1209
 PP1209                          STATION RECOVERY (2008)
 PP1209
 PP1209'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 PP1209'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1236 ***********************************************************************
 PP1236  DESIGNATION -  2785 KOS
 PP1236  PID         -  PP1236
 PP1236  STATE/COUNTY-  MN/HENNEPIN
 PP1236  COUNTRY     -  US
 PP1236  USGS QUAD   -  HOPKINS (1993)
 PP1236
 PP1236                         *CURRENT SURVEY CONTROL
 PP1236  ______________________________________________________________________
 PP1236* NAD 83(1986) POSITION- 44 53 02.     (N) 093 26 25.     (W)   SCALED    
 PP1236* NAVD 88 ORTHO HEIGHT -   281.852  (meters)     924.71  (feet) ADJUSTED  
 PP1236  ______________________________________________________________________
 PP1236  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PP1236  DYNAMIC HEIGHT  -        281.846 (meters)      924.69  (feet) COMP
 PP1236  MODELED GRAVITY -    980,586.2   (mgal)                       NAVD 88
 PP1236
 PP1236  VERT ORDER      -  SECOND    CLASS 0
 PP1236
 PP1236.The horizontal coordinates were scaled from a topographic map and have
 PP1236.an estimated accuracy of +/- 6 seconds.
 PP1236.
 PP1236.The orthometric height was determined by differential leveling and
 PP1236.adjusted in June 1991.
 PP1236
 PP1236.The dynamic height is computed by dividing the NAVD 88
 PP1236.geopotential number by the normal gravity value computed on the
 PP1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1236.degrees latitude (g = 980.6199 gals.).
 PP1236
 PP1236.The modeled gravity was interpolated from observed gravity values.
 PP1236
 PP1236;                    North         East    Units  Estimated Accuracy
 PP1236;SPC MN S     -   309,480.      844,220.      MT  (+/- 180 meters Scaled)
 PP1236
 PP1236                          SUPERSEDED SURVEY CONTROL
 PP1236
 PP1236  NGVD 29 (??/??/92)  281.798  (m)          924.53   (f) ADJ UNCH    2 0
 PP1236
 PP1236.Superseded values are not recommended for survey control.
 PP1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1236.See file dsdata.txt to determine how the superseded data were derived.
 PP1236
 PP1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK652701(NAD 83)
 PP1236
 PP1236_MARKER: DD = SURVEY DISK
 PP1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1236_STAMPING: 2785 KOS 1970
 PP1236_MARK LOGO: MNHD  
 PP1236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1236+STABILITY: SURFACE MOTION
 PP1236
 PP1236  HISTORY     - Date     Condition        Report By
 PP1236  HISTORY     - 1970     MONUMENTED       MNDT
 PP1236  HISTORY     - 1984     GOOD             MNDT
 PP1236  HISTORY     - 19930218 MARK NOT FOUND   MNDT
 PP1236  HISTORY     - 20070724 MARK NOT FOUND   MNDT
 PP1236
 PP1236                          STATION DESCRIPTION
 PP1236
 PP1236'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1236'IN EDEN PRAIRIE.
 PP1236'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 1.5 MILES NORTH OF THE
 PP1236'JUNCTION OF FAI 494 AND T.H. 5, 0.5 MILES SOUTH OF COUNTY ROAD 62, 82
 PP1236'FEET NORTH-NORTHEAST OF THE SOUTHEAST LEG OF A STEEL TOWER (POWERLINE)
 PP1236'62 FEET NORTHEAST OF THE NORTHEAST LEG OF A STEEL TOWER (POWERLINE),
 PP1236'75 FEET WEST OF FAI 494 SOUTHBOUND CENTERLINE STATION 177 + 37, 24
 PP1236'FEET EAST OF THE FAI 494 WEST RIGHT OF WAY FENCE, 2 FEET EAST OF A
 PP1236'STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH
 PP1236'WITH THE GROUND.  NE 1/4 SECTION 3, T 116N, R 22W.
 PP1236
 PP1236                          STATION RECOVERY (1984)
 PP1236
 PP1236'RECOVERY NOTE BY MN DEPT OF TRANSP 1984 (EGS)
 PP1236'THE MARK WAS RECOVERED IN GOOD CONDITION IN THE CITY OF EDEN PRAIRIE,
 PP1236'IN THE NE 1/4 OF SECTION 3, T116N, R22W, 1.5 MILES NORTH ALONG
 PP1236'INTERSTATE HIGHWAY 494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5, 0.5
 PP1236'MILE SOUTH ALONG INTERSTATE 494 FROM COUNTY ROAD 62, 82 FEET
 PP1236'NORTH-NORTHEAST OF THE SOUTHEAST LEG OF A STEEL TOWER (POWER LINE), 62
 PP1236'FEET NORTHEAST OF THE NORTHEAST LEG OF A STEEL TOWER (POWER LINE), 75
 PP1236'FEET WEST OF THE CENTERLINE OF SOUTHBOUND FAI-494 AT ENGINEERS STATION
 PP1236'177+37, 24 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 2 FEET EAST
 PP1236'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PP1236'STAMPED---2785 KOS 1970---, IS SET IN THE TOP OF A 6 FOOT LONG
 PP1236'PRE-CAST (MAGNETIC) MONUMENT AND IS FLUSH WITH THE GROUND.
 PP1236
 PP1236                          STATION RECOVERY (1993)
 PP1236
 PP1236'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PP1236'MARK NOT FOUND.
 PP1236
 PP1236                          STATION RECOVERY (2007)
 PP1236
 PP1236'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1236'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4395 ***********************************************************************
 AH4395  DESIGNATION -  2785 LL
 AH4395  PID         -  AH4395
 AH4395  STATE/COUNTY-  MN/DAKOTA
 AH4395  COUNTRY     -  US
 AH4395  USGS QUAD   -  ST PAUL SW (1993)
 AH4395
 AH4395                         *CURRENT SURVEY CONTROL
 AH4395  ______________________________________________________________________
 AH4395* NAD 83(1986) POSITION- 44 51 43.     (N) 093 11 49.     (W)   SCALED    
 AH4395* NAVD 88 ORTHO HEIGHT -   228.078  (meters)     748.29  (feet) ADJUSTED  
 AH4395  ______________________________________________________________________
 AH4395  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AH4395  DYNAMIC HEIGHT  -        228.071 (meters)      748.26  (feet) COMP
 AH4395  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 AH4395
 AH4395  VERT ORDER      -  SECOND    CLASS I
 AH4395
 AH4395.The horizontal coordinates were scaled from a topographic map and have
 AH4395.an estimated accuracy of +/- 6 seconds.
 AH4395.
 AH4395.The orthometric height was determined by differential leveling and
 AH4395.adjusted in June 2000.
 AH4395
 AH4395.The dynamic height is computed by dividing the NAVD 88
 AH4395.geopotential number by the normal gravity value computed on the
 AH4395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4395.degrees latitude (g = 980.6199 gals.).
 AH4395
 AH4395.The modeled gravity was interpolated from observed gravity values.
 AH4395
 AH4395;                    North         East    Units  Estimated Accuracy
 AH4395;SPC MN S     -   307,200.      863,470.      MT  (+/- 180 meters Scaled)
 AH4395
 AH4395                          SUPERSEDED SURVEY CONTROL
 AH4395
 AH4395.No superseded survey control is available for this station.
 AH4395
 AH4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK844676(NAD 83)
 AH4395
 AH4395_MARKER: DV = VERTICAL CONTROL DISK
 AH4395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4395_SP_SET: BRIDGE WALKWAY
 AH4395_STAMPING: 2785 LL 1982
 AH4395_MARK LOGO: MNDT  
 AH4395_PROJECTION: FLUSH
 AH4395_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4395
 AH4395  HISTORY     - Date     Condition        Report By
 AH4395  HISTORY     - 1982     MONUMENTED       MNDT
 AH4395  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 AH4395
 AH4395                          STATION DESCRIPTION
 AH4395
 AH4395'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4395'THE MARK IS LOCATED IN THE CITY OF EAGAN, AT THE EAST END OF THE
 AH4395'INTERSTATE HIGHWAY 494 BRIDGE OVER THE MINNESOTA RIVER, AT MILEPOINT
 AH4395'0.45, AND IN THE NE 1/4 OF SECTION 5, T27N, R23W.  THE MARK, A
 AH4395'STANDARD MNDT VERTICAL CONTROL MONUMENT STAMPED---2785 LL 1982---, IS
 AH4395'SET IN THE WALKWAY OF THE BRIDGE (NUMBER 9217).  THE MARK IS BETWEEN
 AH4395'TWO LIGHT STANDARDS (NUMBERS AR-7 AND AB-8), 7.0 FEET SOUTH OF THE
 AH4395'SOUTH CONCRETE RAILING, 1.0 FOOT NORTH OF THE SOUTH STEEL RAILING, AND
 AH4395'FLUSH WITH THE SIDEWALK.
 AH4395
 AH4395                          STATION RECOVERY (2004)
 AH4395
 AH4395'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 AH4395'MARK NOT FOUND. THERE IS EVIDENCE THAT THE MARK WAS ONCE THERE,DRILL
 AH4395'HOLE VISABLE, BUT MARK MAY HAVE BEEN REMOVED BY A SNOW PLOW. SPSPS
 AH4395'ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1213 ***********************************************************************
 PP1213  DESIGNATION -  2785 M 1
 PP1213  PID         -  PP1213
 PP1213  STATE/COUNTY-  MN/HENNEPIN
 PP1213  COUNTRY     -  US
 PP1213  USGS QUAD   -  HOPKINS (1993)
 PP1213
 PP1213                         *CURRENT SURVEY CONTROL
 PP1213  ______________________________________________________________________
 PP1213* NAD 83(1986) POSITION- 44 57 31.     (N) 093 27 34.     (W)   SCALED    
 PP1213* NAVD 88 ORTHO HEIGHT -   292.923  (meters)     961.03  (feet) ADJUSTED  
 PP1213  ______________________________________________________________________
 PP1213  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PP1213  DYNAMIC HEIGHT  -        292.919 (meters)      961.02  (feet) COMP
 PP1213  MODELED GRAVITY -    980,596.0   (mgal)                       NAVD 88
 PP1213
 PP1213  VERT ORDER      -  SECOND    CLASS 0
 PP1213
 PP1213.The horizontal coordinates were scaled from a topographic map and have
 PP1213.an estimated accuracy of +/- 6 seconds.
 PP1213.
 PP1213.The orthometric height was determined by differential leveling and
 PP1213.adjusted in June 1991.
 PP1213
 PP1213.The dynamic height is computed by dividing the NAVD 88
 PP1213.geopotential number by the normal gravity value computed on the
 PP1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1213.degrees latitude (g = 980.6199 gals.).
 PP1213
 PP1213.The modeled gravity was interpolated from observed gravity values.
 PP1213
 PP1213;                    North         East    Units  Estimated Accuracy
 PP1213;SPC MN S     -   317,770.      842,650.      MT  (+/- 180 meters Scaled)
 PP1213
 PP1213                          SUPERSEDED SURVEY CONTROL
 PP1213
 PP1213  NGVD 29 (??/??/92)  292.870  (m)          960.86   (f) ADJ UNCH    2 0
 PP1213
 PP1213.Superseded values are not recommended for survey control.
 PP1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1213.See file dsdata.txt to determine how the superseded data were derived.
 PP1213
 PP1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK637784(NAD 83)
 PP1213
 PP1213_MARKER: DD = SURVEY DISK
 PP1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1213_STAMPING: 2785-M 1 1970
 PP1213_MARK LOGO: MNHD  
 PP1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1213+STABILITY: SURFACE MOTION
 PP1213
 PP1213  HISTORY     - Date     Condition        Report By
 PP1213  HISTORY     - 1970     MONUMENTED       MNDT
 PP1213  HISTORY     - 20070926 MARK NOT FOUND   MNDT
 PP1213
 PP1213                          STATION DESCRIPTION
 PP1213
 PP1213'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1213'IN MINNETONKA.
 PP1213'MARK IS LOCATED IN THE VILLAGE OF MINNETONKA, 0.8 MILES SOUTH OF THE
 PP1213'JUNCTION OF FAI 494 AND T.H. 12, 0.4 MILES NORTH OF THE GREAT NORTHERN
 PP1213'RAILROAD, 152 FEET SOUTH OF A FENCE CORNER (R/W), 120 FEET
 PP1213'NORTH-NORTHEAST OF THE EAST END OF AN 18 INCH CONCRETE CULVERT UNDER
 PP1213'NORTHBOUND FAI 494, 99 FEET EAST OF FAI 494 NORTHBOUND CENTERLINE
 PP1213'STATION 428 + 99, 0.5 FEET WEST OF THE 494 EAST RIGHT OF WAY FENCE,
 PP1213'0.5 FEET NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST CONCRETE
 PP1213'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 10, T 117N, R 22W.
 PP1213
 PP1213                          STATION RECOVERY (2007)
 PP1213
 PP1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1213'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4394 ***********************************************************************
 AH4394  DESIGNATION -  2785 MM
 AH4394  PID         -  AH4394
 AH4394  STATE/COUNTY-  MN/HENNEPIN
 AH4394  COUNTRY     -  US
 AH4394  USGS QUAD   -  ST PAUL SW (1993)
 AH4394
 AH4394                         *CURRENT SURVEY CONTROL
 AH4394  ______________________________________________________________________
 AH4394* NAD 83(1986) POSITION- 44 51 45.     (N) 093 12 15.     (W)   SCALED    
 AH4394* NAVD 88 ORTHO HEIGHT -   237.725  (meters)     779.94  (feet) ADJUSTED  
 AH4394  ______________________________________________________________________
 AH4394  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AH4394  DYNAMIC HEIGHT  -        237.717 (meters)      779.91  (feet) COMP
 AH4394  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 AH4394
 AH4394  VERT ORDER      -  SECOND    CLASS I
 AH4394
 AH4394.The horizontal coordinates were scaled from a topographic map and have
 AH4394.an estimated accuracy of +/- 6 seconds.
 AH4394.
 AH4394.The orthometric height was determined by differential leveling and
 AH4394.adjusted in June 2000.
 AH4394
 AH4394.The dynamic height is computed by dividing the NAVD 88
 AH4394.geopotential number by the normal gravity value computed on the
 AH4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4394.degrees latitude (g = 980.6199 gals.).
 AH4394
 AH4394.The modeled gravity was interpolated from observed gravity values.
 AH4394
 AH4394;                    North         East    Units  Estimated Accuracy
 AH4394;SPC MN S     -   307,250.      862,890.      MT  (+/- 180 meters Scaled)
 AH4394
 AH4394                          SUPERSEDED SURVEY CONTROL
 AH4394
 AH4394.No superseded survey control is available for this station.
 AH4394
 AH4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK838676(NAD 83)
 AH4394
 AH4394_MARKER: DV = VERTICAL CONTROL DISK
 AH4394_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4394_SP_SET: BRIDGE BARRICADE
 AH4394_STAMPING: 2785 MM 1982
 AH4394_MARK LOGO: MNDT  
 AH4394_PROJECTION: FLUSH
 AH4394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4394
 AH4394  HISTORY     - Date     Condition        Report By
 AH4394  HISTORY     - 1982     MONUMENTED       MNDT
 AH4394  HISTORY     - 20070814 MARK NOT FOUND   MNDT
 AH4394
 AH4394                          STATION DESCRIPTION
 AH4394
 AH4394'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4394'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE WEST END OF THE
 AH4394'INTERSTATE HIGHWAY 494 BRIDGE OVER THE MINNESOTA RIVER, AT MILEPOINT
 AH4394'0.85, AND IN THE SW 1/4 OF SECTION 32, T28N, R23W.  THE MARK, A
 AH4394'STANDARD MNDT VERTICAL CONTROL MONUMENT STAMPED---2785 MM 1982---, IS
 AH4394'SET IN THE TOP OF THE JERSEY BARRICADE IN THE MEDIAN OF THE BRIDGE
 AH4394'(NUMBER 9217).  THE MARK IS 28.0 FEET NORTH OF THE EASTBOUND
 AH4394'CENTERLINE OF THE HIGHWAY.
 AH4394
 AH4394                          STATION RECOVERY (2007)
 AH4394
 AH4394'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4394'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0968 ***********************************************************************
 PP0968  DESIGNATION -  2785 N
 PP0968  PID         -  PP0968
 PP0968  STATE/COUNTY-  MN/HENNEPIN
 PP0968  COUNTRY     -  US
 PP0968  USGS QUAD   -  HOPKINS (1993)
 PP0968
 PP0968                         *CURRENT SURVEY CONTROL
 PP0968  ______________________________________________________________________
 PP0968* NAD 83(1986) POSITION- 44 57 08.     (N) 093 27 34.     (W)   SCALED    
 PP0968* NAVD 88 ORTHO HEIGHT -   298.191  (meters)     978.32  (feet) ADJUSTED  
 PP0968  ______________________________________________________________________
 PP0968  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PP0968  DYNAMIC HEIGHT  -        298.187 (meters)      978.30  (feet) COMP
 PP0968  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 PP0968
 PP0968  VERT ORDER      -  SECOND    CLASS 0
 PP0968
 PP0968.The horizontal coordinates were scaled from a topographic map and have
 PP0968.an estimated accuracy of +/- 6 seconds.
 PP0968.
 PP0968.The orthometric height was determined by differential leveling and
 PP0968.adjusted in June 1991.
 PP0968
 PP0968.The dynamic height is computed by dividing the NAVD 88
 PP0968.geopotential number by the normal gravity value computed on the
 PP0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0968.degrees latitude (g = 980.6199 gals.).
 PP0968
 PP0968.The modeled gravity was interpolated from observed gravity values.
 PP0968
 PP0968;                    North         East    Units  Estimated Accuracy
 PP0968;SPC MN S     -   317,060.      842,650.      MT  (+/- 180 meters Scaled)
 PP0968
 PP0968                          SUPERSEDED SURVEY CONTROL
 PP0968
 PP0968  NGVD 29 (??/??/92)  298.138  (m)          978.14   (f) ADJ UNCH    2 0
 PP0968
 PP0968.Superseded values are not recommended for survey control.
 PP0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0968.See file dsdata.txt to determine how the superseded data were derived.
 PP0968
 PP0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK637777(NAD 83)
 PP0968
 PP0968_MARKER: DD = SURVEY DISK
 PP0968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP0968_SP_SET: ABUTMENT
 PP0968_STAMPING: 2785 N 1967
 PP0968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0968
 PP0968  HISTORY     - Date     Condition        Report By
 PP0968  HISTORY     - 1967     MONUMENTED       MNDT
 PP0968  HISTORY     - 1988     GOOD             USPSQD
 PP0968
 PP0968                          STATION DESCRIPTION
 PP0968
 PP0968'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP0968'3.0 MI E FROM WAYZATA.
 PP0968'MARK IS LOCATED IN THE SW 1/4, SECTION 3, T117N, R22W, AT THE CROSSING
 PP0968'OF F.A.I. 494 OVER THE GREAT NORTHERN RAILROAD TRACK ABOUT 3.0 MILES
 PP0968'EAST OF WAYZATA.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK
 PP0968'STAMPED 2785 N 1967 SET IN THE SOUTHEAST CORNER OF ABUTMENT OF BRIDGE
 PP0968'(NO. 9759), SOUTHBOUND LANE F.A.I. 494 OVER GREAT NORTHERN RAILROAD
 PP0968'(STA. 433+50).
 PP0968
 PP0968                          STATION RECOVERY (1988)
 PP0968
 PP0968'RECOVERY NOTE BY US POWER SQUADRON 1988 (MB)
 PP0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1215 ***********************************************************************
 PP1215  DESIGNATION -  2785 N 2
 PP1215  PID         -  PP1215
 PP1215  STATE/COUNTY-  MN/HENNEPIN
 PP1215  COUNTRY     -  US
 PP1215  USGS QUAD   -  HOPKINS (1993)
 PP1215
 PP1215                         *CURRENT SURVEY CONTROL
 PP1215  ______________________________________________________________________
 PP1215* NAD 83(1986) POSITION- 44 57 15.03   (N) 093 27 37.97   (W)   HD_HELD1  
 PP1215* NAVD 88 ORTHO HEIGHT -   292.849  (meters)     960.79  (feet) ADJUSTED  
 PP1215  ______________________________________________________________________
 PP1215  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PP1215  DYNAMIC HEIGHT  -        292.845 (meters)      960.78  (feet) COMP
 PP1215  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 PP1215
 PP1215  VERT ORDER      -  SECOND    CLASS I
 PP1215
 PP1215.The horizontal coordinates were established by differentially corrected
 PP1215.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1215.
 PP1215.The orthometric height was determined by differential leveling and
 PP1215.adjusted in May 2010.
 PP1215
 PP1215.No vertical observational check was made to the station.
 PP1215
 PP1215.Photographs are available for this station.
 PP1215
 PP1215.The dynamic height is computed by dividing the NAVD 88
 PP1215.geopotential number by the normal gravity value computed on the
 PP1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1215.degrees latitude (g = 980.6199 gals.).
 PP1215
 PP1215.The modeled gravity was interpolated from observed gravity values.
 PP1215
 PP1215;                    North         East    Units  Estimated Accuracy
 PP1215;SPC MN S     -   317,274.9     842,565.7     MT  (+/- 3 meters HH1 GPS) 
 PP1215
 PP1215                          SUPERSEDED SURVEY CONTROL
 PP1215
 PP1215  NAVD 88 (06/15/91)  292.840  (m)          960.76   (f) SUPERSEDED  2 0
 PP1215  NGVD 29 (??/??/92)  292.787  (m)          960.59   (f) ADJ UNCH    2 0
 PP1215
 PP1215.Superseded values are not recommended for survey control.
 PP1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1215.See file dsdata.txt to determine how the superseded data were derived.
 PP1215
 PP1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6367277962(NAD 83)
 PP1215
 PP1215_MARKER: DB = BENCH MARK DISK
 PP1215_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1215_STAMPING: 2785 N 2 1970
 PP1215_MARK LOGO: MNHD  
 PP1215_PROJECTION: PROJECTING 8 CENTIMETERS
 PP1215_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1215+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2007
 PP1215
 PP1215  HISTORY     - Date     Condition        Report By
 PP1215  HISTORY     - 1970     MONUMENTED       MNHD
 PP1215  HISTORY     - 19961005 GOOD             USPSQD
 PP1215  HISTORY     - 20070313 GOOD             MNDT
 PP1215  HISTORY     - 20070926 GOOD             MNDT
 PP1215
 PP1215                          STATION DESCRIPTION
 PP1215
 PP1215'DESCRIBED BY MN HIGHWAY DEPT 1970
 PP1215'IN MINNETONKA.
 PP1215'MARK IS LOCATED IN THE VILLAGE OF MINNETONKA, 1.2 MILES SOUTH OF THE
 PP1215'JUNCTION OF FAI 494 AND TH 12, 400 FEET NORTH OF THE GREAT NORTHERN
 PP1215'RAILROAD, 200 FEET WEST OF FAI 494 SOUTHBOUND CENTERLINE STATION 411 +
 PP1215'48, 67 FEET SOUTH OF A 24 INCH MAPLE TREE, 3 FEET EAST OF THE WEST 494
 PP1215'RIGHT OF WAY FENCE, 0.5 FEET EAST OF A STEEL WITNESS POST IN A 6 FOOT
 PP1215'PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION
 PP1215'10, T 117N, R 22W.
 PP1215
 PP1215                          STATION RECOVERY (1996)
 PP1215
 PP1215'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1215'RECOVERED IN GOOD CONDITION.
 PP1215
 PP1215                          STATION RECOVERY (2007)
 PP1215
 PP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 PP1215'RECOVERED AS DESCRIBED.
 PP1215
 PP1215                          STATION RECOVERY (2007)
 PP1215
 PP1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1215'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF HAMEL,
 PP1215'6.3 MI (10.1 KM) NORTHEAST OF EXCELSIOR AND 2.0 MI (3.2 KM) NORTH OF
 PP1215'HOPKINS.
 PP1215' 
 PP1215'TO REACH TO THE MARK AT MINNETONKA, GO 1.4 MI (2.3 KM) SOUTH ALONG
 PP1215'INTERSTATE HIGHWAY 494 FROM THE JUNCTION OF INTERSTATE HIGHWAY 494 AND
 PP1215'INTERSTATE HIGHWAY 394, 0.3 MI (0.5 KM) EAST ALONG MINNETONKA
 PP1215'BOULEVARD (COUNTY ROAD 5), THEN 0.1 MI (0.2 KM) NORTH ON COUNTY ROAD
 PP1215'61, THEN NORTHWEST AND NORTH ON MCGINTY ROAD, THEN WEST ON STONE ROAD,
 PP1215'CONTINUE WEST ON STONE ROAD UNDER INTERSTATE HIGHWAY 494 TO BIKE PATH
 PP1215'ON NORTH SIDE OF THE ROAD, FOLLOW BIKE PATH TO MARK, 400 FT (121.9 M)
 PP1215'NORTH OF RAILROAD, 200 FT (61.0 M) WEST OF INTERSTATE HIGHWAY 494
 PP1215'SOUTH-BOUND STATION 411+48, 175.0 FT (53.3 M) NORTH OF BIKE PATH
 PP1215'INTERSECTION NORTH OF PEDESTRIAN BRIDGE OVER STONE ROAD, 3 FT (0.9 M)
 PP1215'EAST OF RIGHT OF WAY FENCE, 18 FT (5.5 M) EAST OF BIKE TRAIL, 0.5 FT
 PP1215'(0.2 M) FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4414 ***********************************************************************
 AH4414  DESIGNATION -  2785 NN
 AH4414  PID         -  AH4414
 AH4414  STATE/COUNTY-  MN/HENNEPIN
 AH4414  COUNTRY     -  US
 AH4414  USGS QUAD   -  ST PAUL SW (1993)
 AH4414
 AH4414                         *CURRENT SURVEY CONTROL
 AH4414  ______________________________________________________________________
 AH4414* NAD 83(1986) POSITION- 44 51 47.10   (N) 093 12 28.88   (W)   HD_HELD1  
 AH4414* NAVD 88 ORTHO HEIGHT -   248.509  (meters)     815.32  (feet) ADJUSTED  
 AH4414  ______________________________________________________________________
 AH4414  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AH4414  DYNAMIC HEIGHT  -        248.501 (meters)      815.29  (feet) COMP
 AH4414  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4414
 AH4414  VERT ORDER      -  SECOND    CLASS I
 AH4414
 AH4414.The horizontal coordinates were established by differentially corrected
 AH4414.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4414.
 AH4414.The orthometric height was determined by differential leveling and
 AH4414.adjusted in June 2000.
 AH4414
 AH4414.Photographs are available for this station.
 AH4414
 AH4414.The dynamic height is computed by dividing the NAVD 88
 AH4414.geopotential number by the normal gravity value computed on the
 AH4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4414.degrees latitude (g = 980.6199 gals.).
 AH4414
 AH4414.The modeled gravity was interpolated from observed gravity values.
 AH4414
 AH4414;                    North         East    Units  Estimated Accuracy
 AH4414;SPC MN S     -   307,315.1     862,588.9     MT  (+/- 3 meters HH1 GPS) 
 AH4414
 AH4414                          SUPERSEDED SURVEY CONTROL
 AH4414
 AH4414.No superseded survey control is available for this station.
 AH4414
 AH4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8356567761(NAD 83)
 AH4414
 AH4414_MARKER: DV = VERTICAL CONTROL DISK
 AH4414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4414_SP_SET: BRIDGE RAILING
 AH4414_STAMPING: 2785 NN 1982
 AH4414_MARK LOGO: MNDT  
 AH4414_PROJECTION: FLUSH
 AH4414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4414+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 AH4414
 AH4414  HISTORY     - Date     Condition        Report By
 AH4414  HISTORY     - 1982     MONUMENTED       MNDT
 AH4414  HISTORY     - 20041006 GOOD             USPSQD
 AH4414  HISTORY     - 20070814 GOOD             MNDT
 AH4414
 AH4414                          STATION DESCRIPTION
 AH4414
 AH4414'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4414'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 AH4414'EASTBOUND TRUNK HIGHWAY 5 (FROM WESTBOUND INTERSTATE HIGHWAY 494
 AH4414'CONNECTOR) OVER HIGHWAY 494, AND IS IN THE SE 1/4 OF SECTION 31, T28N
 AH4414', R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AH4414'STAMPED---2785 NN 1982---, IS SET IN THE TOP OF THE RAILING AT THE
 AH4414'SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27763).  THE MARK IS 26.0 FEET
 AH4414'SOUTHEAST OF THE CENTERLINE OF EASTBOUND HIGHWAY 5, 12.9 FEET
 AH4414'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING, AND 15.6 FEET
 AH4414'SOUTHWEST OF A STEEL CORNER FENCEPOST.
 AH4414
 AH4414                          STATION RECOVERY (2004)
 AH4414
 AH4414'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4414'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 AH4414'CORRECTION. REMOVE- IN THE CITH OF ST. PAUL - FROM THE DESCRIPTION.
 AH4414'SPSPS JRD.
 AH4414
 AH4414                          STATION RECOVERY (2007)
 AH4414
 AH4414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4414'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF INVER GROVE
 AH4414'HEIGHTS, 8.0 MI (12.9 KM) SOUTHWEST OF SAINT PAUL AND 4.7 MI (7.6 KM)
 AH4414'EAST-NORTHEAST OF BLOOMINGTON.
 AH4414' 
 AH4414'TO REACH TO THE MARK AT ST PAUL, IN THE TOP OF RAILING OF EASTBOUND
 AH4414'TRUNK HIGHWAY 5 FROM WESTBOUND INTERSTATE HIGHWAY 494 BRIDGE 27763
 AH4414'OVER INTERSTATE HIGHWAY 494, GO 26.0 FT (7.9 M) SOUTHEAST OF EASTBOUND
 AH4414'TRUNK HIGHWAY 5, 12.9 FT (3.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 AH4414'BRIDGE RAILING, 15.6 FT (4.8 M) SOUTHWEST OF CORNER OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1216 ***********************************************************************
 PP1216  DESIGNATION -  2785 P
 PP1216  PID         -  PP1216
 PP1216  STATE/COUNTY-  MN/HENNEPIN
 PP1216  COUNTRY     -  US
 PP1216  USGS QUAD   -  HOPKINS (1993)
 PP1216
 PP1216                         *CURRENT SURVEY CONTROL
 PP1216  ______________________________________________________________________
 PP1216* NAD 83(1986) POSITION- 44 56 54.     (N) 093 27 28.     (W)   SCALED    
 PP1216* NAVD 88 ORTHO HEIGHT -   298.295  (meters)     978.66  (feet) ADJUSTED  
 PP1216  ______________________________________________________________________
 PP1216  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PP1216  DYNAMIC HEIGHT  -        298.291 (meters)      978.64  (feet) COMP
 PP1216  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 PP1216
 PP1216  VERT ORDER      -  SECOND    CLASS 0
 PP1216
 PP1216.The horizontal coordinates were scaled from a topographic map and have
 PP1216.an estimated accuracy of +/- 6 seconds.
 PP1216.
 PP1216.The orthometric height was determined by differential leveling and
 PP1216.adjusted in June 1991.
 PP1216
 PP1216.The dynamic height is computed by dividing the NAVD 88
 PP1216.geopotential number by the normal gravity value computed on the
 PP1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1216.degrees latitude (g = 980.6199 gals.).
 PP1216
 PP1216.The modeled gravity was interpolated from observed gravity values.
 PP1216
 PP1216;                    North         East    Units  Estimated Accuracy
 PP1216;SPC MN S     -   316,630.      842,790.      MT  (+/- 180 meters Scaled)
 PP1216
 PP1216                          SUPERSEDED SURVEY CONTROL
 PP1216
 PP1216  NGVD 29 (??/??/92)  298.242  (m)          978.48   (f) ADJ UNCH    2 0
 PP1216
 PP1216.Superseded values are not recommended for survey control.
 PP1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1216.See file dsdata.txt to determine how the superseded data were derived.
 PP1216
 PP1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK638773(NAD 83)
 PP1216
 PP1216_MARKER: DD = SURVEY DISK
 PP1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1216_STAMPING: 2785 P 1967
 PP1216_MARK LOGO: MNHD  
 PP1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1216+STABILITY: SURFACE MOTION
 PP1216
 PP1216  HISTORY     - Date     Condition        Report By
 PP1216  HISTORY     - 1967     MONUMENTED       MNDT
 PP1216  HISTORY     - 19961005 GOOD             USPSQD
 PP1216  HISTORY     - 20070926 MARK NOT FOUND   MNDT
 PP1216
 PP1216                          STATION DESCRIPTION
 PP1216
 PP1216'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1216'0.5 MI N FROM MINNETONKA MILLS.
 PP1216'MARK IS LOCATED IN THE NW1/4, SECTION 15, T117N, R22W, ABOUT 0.5 MILE
 PP1216'NORTHWEST OF MINNETONKA MILLS ALONG F.A.I. 494.  MARK IS A STANDARD
 PP1216'MINNESOTA HIGHWAY DEPARTMENT DISK, STAMPED 2785 P 1967 SET IN A
 PP1216'PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET EAST OF THE CENTERLINE OF
 PP1216'NORTHBOUND F.A.I. 494 (STA. 420+98) 2 FEET WEST OF PROPOSED R/W FENCE,
 PP1216'74 FEET EAST OF AN END GUARD RAIL POST, 1.0 FOOT WEST OF A STEEL
 PP1216'WITNESS OF A STEEL WITNESS POST AND ABOUT 300 FEET SOUTH OF A DEAD END
 PP1216'ROAD, AND PROJECTING 10 INCHES ABOVE GROUND.
 PP1216
 PP1216                          STATION RECOVERY (1996)
 PP1216
 PP1216'RECOVERY NOTE BY US POWER SQUADRON 1996
 PP1216'RECOVERED IN GOOD CONDITION.
 PP1216
 PP1216                          STATION RECOVERY (2007)
 PP1216
 PP1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 PP1216'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4413 ***********************************************************************
 AH4413  DESIGNATION -  2785 PP
 AH4413  PID         -  AH4413
 AH4413  STATE/COUNTY-  MN/HENNEPIN
 AH4413  COUNTRY     -  US
 AH4413  USGS QUAD   -  ST PAUL SW (1993)
 AH4413
 AH4413                         *CURRENT SURVEY CONTROL
 AH4413  ______________________________________________________________________
 AH4413* NAD 83(1986) POSITION- 44 51 47.38   (N) 093 12 30.33   (W)   HD_HELD1  
 AH4413* NAVD 88 ORTHO HEIGHT -   249.858  (meters)     819.74  (feet) ADJUSTED  
 AH4413  ______________________________________________________________________
 AH4413  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AH4413  DYNAMIC HEIGHT  -        249.850 (meters)      819.72  (feet) COMP
 AH4413  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 AH4413
 AH4413  VERT ORDER      -  SECOND    CLASS I
 AH4413
 AH4413.The horizontal coordinates were established by differentially corrected
 AH4413.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4413.
 AH4413.The orthometric height was determined by differential leveling and
 AH4413.adjusted in June 2000.
 AH4413
 AH4413.Photographs are available for this station.
 AH4413
 AH4413.The dynamic height is computed by dividing the NAVD 88
 AH4413.geopotential number by the normal gravity value computed on the
 AH4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4413.degrees latitude (g = 980.6199 gals.).
 AH4413
 AH4413.The modeled gravity was interpolated from observed gravity values.
 AH4413
 AH4413;                    North         East    Units  Estimated Accuracy
 AH4413;SPC MN S     -   307,323.5     862,557.0     MT  (+/- 3 meters HH1 GPS) 
 AH4413
 AH4413                          SUPERSEDED SURVEY CONTROL
 AH4413
 AH4413.No superseded survey control is available for this station.
 AH4413
 AH4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8353367770(NAD 83)
 AH4413
 AH4413_MARKER: DV = VERTICAL CONTROL DISK
 AH4413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4413_SP_SET: BRIDGE RAILING
 AH4413_STAMPING: 2785 PP 1982
 AH4413_MARK LOGO: MNDT  
 AH4413_PROJECTION: FLUSH
 AH4413_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4413+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 AH4413
 AH4413  HISTORY     - Date     Condition        Report By
 AH4413  HISTORY     - 1982     MONUMENTED       MNDT
 AH4413  HISTORY     - 20041006 GOOD             USPSQD
 AH4413  HISTORY     - 20070814 GOOD             MNDT
 AH4413
 AH4413                          STATION DESCRIPTION
 AH4413
 AH4413'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4413'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE BRIDGE CARRYING
 AH4413'EASTBOUND TRUNK HIGHWAY 5 (FROM EASTBOUND INTERSTATE HIGHWAY 494) OVER
 AH4413'HIGHWAY 494, AND IS IN THE SE 1/4 OF SECTION 31, T28N, R23W. THE MARK,
 AH4413'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2785 PP
 AH4413'1982---, IS SET IN THE TOP OF THE RAILING AT THE SOUTHEAST CORNER OF
 AH4413'THE BRIDGE (NUMBER 27984).  THE MARK IS 24.5 FEET SOUTHEAST OF THE
 AH4413'CENTERLINE OF EASTBOUND HIGHWAY 5 AND 43.0 FEET SOUTHWEST OF THE
 AH4413'SOUTHEAST CORNER OF THE BRIDGE RAILING.
 AH4413
 AH4413                          STATION RECOVERY (2004)
 AH4413
 AH4413'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4413'RECOVERED IN GOOD CONDITION AS DESCRIBER WITH THE FOLLOWING
 AH4413'CORRECTION. REMOVE - IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION.
 AH4413'SPSPS JRD.
 AH4413
 AH4413                          STATION RECOVERY (2007)
 AH4413
 AH4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 AH4413'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST OF INVER GROVE
 AH4413'HEIGHTS, 8.0 MI (12.9 KM) SOUTHWEST OF SAINT PAUL AND 4.7 MI (7.6 KM)
 AH4413'EAST-NORTHEAST OF BLOOMINGTON.
 AH4413' 
 AH4413'TO REACH TO THE MARK AT ST PAUL, IN THE TOP OF RAILING AT SOUTHEAST
 AH4413'CORNER OF EASTBOUND TRUNK HIGHWAY 5 FROM INTERSTATE HIGHWAY 494 BRIDGE
 AH4413'27984 OVER INTERSTATE HIGHWAY 494, GO 24.5 FT (7.5 M) SOUTHEAST OF
 AH4413'EASTBOUND TRUNK HIGHWAY 5, 43.0 FT (13.1 M) SOUTHWEST OF THE SOUTHEAST
 AH4413'CORNER OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1218 ***********************************************************************
 PP1218  DESIGNATION -  2785 Q
 PP1218  PID         -  PP1218
 PP1218  STATE/COUNTY-  MN/HENNEPIN
 PP1218  COUNTRY     -  US
 PP1218  USGS QUAD   -  HOPKINS (1993)
 PP1218
 PP1218                         *CURRENT SURVEY CONTROL
 PP1218  ______________________________________________________________________
 PP1218* NAD 83(1996) POSITION- 44 56 41.68553(N) 093 27 21.93328(W)   ADJUSTED  
 PP1218* NAVD 88 ORTHO HEIGHT -   296.758  (meters)     973.61  (feet) ADJUSTED  
 PP1218  ______________________________________________________________________
 PP1218  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 PP1218  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PP1218  DYNAMIC HEIGHT  -        296.755 (meters)      973.60  (feet) COMP
 PP1218  MODELED GRAVITY -    980,595.1   (mgal)                       NAVD 88
 PP1218
 PP1218  HORZ ORDER      -  SECOND
 PP1218  VERT ORDER      -  SECOND    CLASS 0
 PP1218
 PP1218.The horizontal coordinates were established by classical geodetic methods
 PP1218.and adjusted by the National Geodetic Survey in March 1999.
 PP1218.
 PP1218.The orthometric height was determined by differential leveling and
 PP1218.adjusted in June 1991.
 PP1218
 PP1218.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1218
 PP1218.The dynamic height is computed by dividing the NAVD 88
 PP1218.geopotential number by the normal gravity value computed on the
 PP1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1218.degrees latitude (g = 980.6199 gals.).
 PP1218
 PP1218.The modeled gravity was interpolated from observed gravity values.
 PP1218
 PP1218. The following values were computed from the NAD 83(1996) position.
 PP1218
 PP1218;                    North         East     Units Scale Factor Converg.
 PP1218;SPC MN S     -   316,247.926   842,924.074   MT  0.99995196   +0 22 52.5
 PP1218;SPC MN S     - 1,037,556.74  2,765,493.40   sFT  0.99995196   +0 22 52.5
 PP1218;UTM  15      - 4,976,932.093   464,018.498   MT  0.99961592   -0 19 19.9
 PP1218
 PP1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1218!SPC MN S     -   0.99995769  x   0.99995196  =   0.99990965
 PP1218!UTM  15      -   0.99995769  x   0.99961592  =   0.99957362
 PP1218
 PP1218                          SUPERSEDED SURVEY CONTROL
 PP1218
 PP1218  NAD 83(1986)-  44 56 41.68010(N)    093 27 21.92929(W) AD(       ) 2
 PP1218  NAD 27      -  44 56 41.81330(N)    093 27 21.09834(W) AD(       ) 2
 PP1218  NGVD 29 (??/??/92)  296.706  (m)          973.44   (f) ADJ UNCH    2 0
 PP1218
 PP1218.Superseded values are not recommended for survey control.
 PP1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1218.See file dsdata.txt to determine how the superseded data were derived.
 PP1218
 PP1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6401876932(NAD 83)
 PP1218
 PP1218_MARKER: DD = SURVEY DISK
 PP1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1218_STAMPING: 2785 Q 1967
 PP1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1218+STABILITY: SURFACE MOTION
 PP1218
 PP1218  HISTORY     - Date     Condition        Report By
 PP1218  HISTORY     - 1967     MONUMENTED       MNHD
 PP1218  HISTORY     - 1967     GOOD             MNDT
 PP1218
 PP1218                          STATION DESCRIPTION
 PP1218
 PP1218'DESCRIBED BY MN HIGHWAY DEPT 1967
 PP1218'STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED
 PP1218'2785Q 1967, IS SET IN A STANDARD CONCRETE POST WHICH PROJECTS 0.5
 PP1218'FT. ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 142.6 FT. NORTH
 PP1218'OF STA TONKA MNHD, 1.0 FT. WEST OF THE R/W FENCE AND 0.8 FT. WEST OF
 PP1218'A STEEL WITNESS POST.
 PP1218
 PP1218                          STATION RECOVERY (1967)
 PP1218
 PP1218'RECOVERY NOTE BY MN DEPT OF TRANSP 1967
 PP1218'0.5 MI NW FROM MINNETONKA MILLS.
 PP1218'MARK IS LOCATED IN THE NW1/4, SECTION5, T117N, R22W, ABOUT 0.5 MILE
 PP1218'NORTHWEST OF MINNETONKA MILLS ON F.A.I. 494.  MARK IS A STANDARD
 PP1218'MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED 2785 Q 1967 SET IN A
 PP1218'PRE-CAST CONCRETE MONUMENT.  MARK IS 98 FEET EAST OF THE CENTERLINE OF
 PP1218'NORTH-BOUND F.A.I. 494 (STA. 404+98) 1.0 FOOT WEST OF STEEL WITNESS
 PP1218'POST AND R/W FENCE, ABOUT 200 FEET EAST-SOUTHEAST OF T.H. 7 AND
 PP1218'MINNETONKA BLVD. SIGN ON WEST EDGE OF SOUTHBOUND F.A.I. 494 AND
 PP1218'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4393 ***********************************************************************
 AH4393  DESIGNATION -  2785 QQ
 AH4393  PID         -  AH4393
 AH4393  STATE/COUNTY-  MN/HENNEPIN
 AH4393  COUNTRY     -  US
 AH4393  USGS QUAD   -  ST PAUL SW (1993)
 AH4393
 AH4393                         *CURRENT SURVEY CONTROL
 AH4393  ______________________________________________________________________
 AH4393* NAD 83(1986) POSITION- 44 51 44.04   (N) 093 12 52.18   (W)   HD_HELD1  
 AH4393* NAVD 88 ORTHO HEIGHT -   250.490  (meters)     821.82  (feet) ADJUSTED  
 AH4393  ______________________________________________________________________
 AH4393  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AH4393  DYNAMIC HEIGHT  -        250.481 (meters)      821.79  (feet) COMP
 AH4393  MODELED GRAVITY -    980,576.8   (mgal)                       NAVD 88
 AH4393
 AH4393  VERT ORDER      -  SECOND    CLASS I
 AH4393
 AH4393.The horizontal coordinates were established by differentially corrected
 AH4393.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH4393.
 AH4393.The orthometric height was determined by differential leveling and
 AH4393.adjusted in June 2000.
 AH4393
 AH4393.Photographs are available for this station.
 AH4393
 AH4393.The dynamic height is computed by dividing the NAVD 88
 AH4393.geopotential number by the normal gravity value computed on the
 AH4393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4393.degrees latitude (g = 980.6199 gals.).
 AH4393
 AH4393.The modeled gravity was interpolated from observed gravity values.
 AH4393
 AH4393;                    North         East    Units  Estimated Accuracy
 AH4393;SPC MN S     -   307,215.7     862,078.3     MT  (+/- 3 meters HH1 GPS) 
 AH4393
 AH4393                          SUPERSEDED SURVEY CONTROL
 AH4393
 AH4393.No superseded survey control is available for this station.
 AH4393
 AH4393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8305467668(NAD 83)
 AH4393
 AH4393_MARKER: DV = VERTICAL CONTROL DISK
 AH4393_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4393_SP_SET: BRIDGE RAILING
 AH4393_STAMPING: 2785 QQ 1982
 AH4393_MARK LOGO: MNDT  
 AH4393_PROJECTION: FLUSH
 AH4393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH4393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH4393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4393+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2007
 AH4393
 AH4393  HISTORY     - Date     Condition        Report By
 AH4393  HISTORY     - 1982     MONUMENTED       MNDT
 AH4393  HISTORY     - 20041006 GOOD             USPSQD
 AH4393  HISTORY     - 20070815 GOOD             MNDT
 AH4393
 AH4393                          STATION DESCRIPTION
 AH4393
 AH4393'DESCRIBED BY MN DEPT OF TRANSP 1982 (OCO)
 AH4393'THE MARK IS LOCATED IN THE CITY OF ST. PAUL, AT THE EASTBOUND
 AH4393'INTERSTATE HIGHWAY 494 BRIDGE (AT MILEPOINT 1.2) OVER THE WESTBOUND
 AH4393'TRUNK HIGHWAY FIVE CONNECTOR LOOP TO EASTBOUND HIGHWAY 494 AND IN THE
 AH4393'SE 1/4 OF SECTION 31, T28N, R23W.  THE MARK, A STANDARD MNDT VERTICAL
 AH4393'CONTROL MONUMENT STAMPED---2785 QQ 1982---, IS SET IN THE RAILING AT
 AH4393'THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 27767).  THE MARK IS 28.5
 AH4393'FEET SOUTH OF THE EASTBOUND CENTERLINE OF HIGHWAY 494 AND 23.1 FEET
 AH4393'WEST OF THE SOUTHEAST CORNER OF THE SOUTH BRIDGE RAILING.
 AH4393
 AH4393                          STATION RECOVERY (2004)
 AH4393
 AH4393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 AH4393'RECOVERED AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING
 AH4393'CORRECTION. REMOVE- IN THE CITY OF ST. PAUL - FROM THE DESCRIPTION.
 AH4393'SPSPS JRD.
 AH4393
 AH4393                          STATION RECOVERY (2007)
 AH4393
 AH4393'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 AH4393'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF
 AH4393'MINNEAPOLIS, 8.2 MI (13.2 KM) SOUTHWEST OF SAINT PAUL AND 4.4 MI (7.1
 AH4393'KM) EAST-NORTHEAST OF BLOOMINGTON.
 AH4393' 
 AH4393'TO REACH TO THE MARK IN BLOOMINGTON, IN THE TOP OF RAILING AT
 AH4393'SOUTHEAST CORNER OF EASTBOUND INTERSTATE HIGHWAY 494 BRIDGE 27767 OVER
 AH4393'WESTBOUND TRUNK HIGHWAY 5 CONNECTOR LOOP TO EASTBOUND INTERSTATE
 AH4393'HIGHWAY 494, GO 28.5 FT (8.7 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY
 AH4393'494, 23.1 FT (7.0 M) WEST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1220 ***********************************************************************
 PP1220  DESIGNATION -  2785 R
 PP1220  PID         -  PP1220
 PP1220  STATE/COUNTY-  MN/HENNEPIN
 PP1220  COUNTRY     -  US
 PP1220  USGS QUAD   -  HOPKINS (1993)
 PP1220
 PP1220                         *CURRENT SURVEY CONTROL
 PP1220  ______________________________________________________________________
 PP1220* NAD 83(1986) POSITION- 44 56 27.     (N) 093 27 25.     (W)   SCALED    
 PP1220* NAVD 88 ORTHO HEIGHT -   295.956  (meters)     970.98  (feet) ADJUSTED  
 PP1220  ______________________________________________________________________
 PP1220  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PP1220  DYNAMIC HEIGHT  -        295.953 (meters)      970.97  (feet) COMP
 PP1220  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 PP1220
 PP1220  VERT ORDER      -  SECOND    CLASS 0
 PP1220
 PP1220.The horizontal coordinates were scaled from a topographic map and have
 PP1220.an estimated accuracy of +/- 6 seconds.
 PP1220.
 PP1220.The orthometric height was determined by differential leveling and
 PP1220.adjusted in June 1991.
 PP1220
 PP1220.WARNING-Repeat measurements at this control monument indicate possible
 PP1220.vertical movement.
 PP1220
 PP1220.The dynamic height is computed by dividing the NAVD 88
 PP1220.geopotential number by the normal gravity value computed on the
 PP1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1220.degrees latitude (g = 980.6199 gals.).
 PP1220
 PP1220.The modeled gravity was interpolated from observed gravity values.
 PP1220
 PP1220;                    North         East    Units  Estimated Accuracy
 PP1220;SPC MN S     -   315,790.      842,860.      MT  (+/- 180 meters Scaled)
 PP1220
 PP1220                          SUPERSEDED SURVEY CONTROL
 PP1220
 PP1220  NGVD 29 (??/??/92)  295.907  (m)          970.82   (f) ADJ UNCH    2 0
 PP1220
 PP1220.Superseded values are not recommended for survey control.
 PP1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1220.See file dsdata.txt to determine how the superseded data were derived.
 PP1220
 PP1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK639764(NAD 83)
 PP1220
 PP1220_MARKER: DB = BENCH MARK DISK
 PP1220_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1220_SP_SET: ABUTMENT
 PP1220_STAMPING: 2785 R 1967
 PP1220_MARK LOGO: MNHD  
 PP1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1220
 PP1220  HISTORY     - Date     Condition        Report By
 PP1220  HISTORY     - 1967     MONUMENTED       MNDT
 PP1220  HISTORY     - 20070926 MARK NOT FOUND   MNDT
 PP1220
 PP1220                          STATION DESCRIPTION
 PP1220
 PP1220'DESCRIBED BY MN DEPT OF TRANSP 1967
 PP1220'0.5 MI W FROM MINNETONKA MILLS.
 PP1220'MARK IS LOCATED NEAR THE CENTER OF SECTION 5, T117N, R22W, ABOUT 0.5
 PP1220'MILE WEST OF MINNETONKA MILLS AT THE INTERCHANGE OF COUNTY ROAD NO. 5
 PP1220'(MINNETONKA BLVD.) AND F.A.I. 494.  MARK IS A STANDARD MINNESOTA
 PP1220'HIGHWAY DEPARTMENT DISK STAMPED 2785 R 1967 SET IN THE NORTHWEST
 PP1220'CORNER ABUTMENT OF BRIDGE (NO. 9755).
 PP1220
 PP1220                          STATION RECOVERY (2007)
 PP1220
 PP1220'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1220'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1221 ***********************************************************************
 PP1221  DESIGNATION -  2785 R 1
 PP1221  PID         -  PP1221
 PP1221  STATE/COUNTY-  MN/HENNEPIN
 PP1221  COUNTRY     -  US
 PP1221  USGS QUAD   -  HOPKINS (1993)
 PP1221
 PP1221                         *CURRENT SURVEY CONTROL
 PP1221  ______________________________________________________________________
 PP1221* NAD 83(1996) POSITION- 44 56 25.02316(N) 093 27 23.25875(W)   ADJUSTED  
 PP1221* NAVD 88 ORTHO HEIGHT -   294.621  (meters)     966.60  (feet) ADJUSTED  
 PP1221  ______________________________________________________________________
 PP1221  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC09
 PP1221  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PP1221  DYNAMIC HEIGHT  -        294.617 (meters)      966.59  (feet) COMP
 PP1221  MODELED GRAVITY -    980,594.8   (mgal)                       NAVD 88
 PP1221
 PP1221  HORZ ORDER      -  SECOND
 PP1221  VERT ORDER      -  SECOND    CLASS 0
 PP1221
 PP1221.The horizontal coordinates were established by classical geodetic methods
 PP1221.and adjusted by the National Geodetic Survey in March 1999.
 PP1221.
 PP1221.The orthometric height was determined by differential leveling and
 PP1221.adjusted in June 1991.
 PP1221
 PP1221.WARNING-Repeat measurements at this control monument indicate possible
 PP1221.vertical movement.
 PP1221
 PP1221.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP1221
 PP1221.The dynamic height is computed by dividing the NAVD 88
 PP1221.geopotential number by the normal gravity value computed on the
 PP1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1221.degrees latitude (g = 980.6199 gals.).
 PP1221
 PP1221.The modeled gravity was interpolated from observed gravity values.
 PP1221
 PP1221. The following values were computed from the NAD 83(1996) position.
 PP1221
 PP1221;                    North         East     Units Scale Factor Converg.
 PP1221;SPC MN S     -   315,733.408   842,898.438   MT  0.99995134   +0 22 51.5
 PP1221;SPC MN S     - 1,035,868.69  2,765,409.29   sFT  0.99995134   +0 22 51.5
 PP1221;UTM  15      - 4,976,418.101   463,986.558   MT  0.99961595   -0 19 20.8
 PP1221
 PP1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP1221!SPC MN S     -   0.99995802  x   0.99995134  =   0.99990936
 PP1221!UTM  15      -   0.99995802  x   0.99961595  =   0.99957399
 PP1221
 PP1221                          SUPERSEDED SURVEY CONTROL
 PP1221
 PP1221  NAD 83(1986)-  44 56 25.01775(N)    093 27 23.25489(W) AD(       ) 2
 PP1221  NAD 27      -  44 56 25.15010(N)    093 27 22.42465(W) AD(       ) 2
 PP1221  NGVD 29 (??/??/92)  294.573  (m)          966.44   (f) ADJ UNCH    2 0
 PP1221
 PP1221.Superseded values are not recommended for survey control.
 PP1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1221.See file dsdata.txt to determine how the superseded data were derived.
 PP1221
 PP1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6398676418(NAD 83)
 PP1221
 PP1221_MARKER: DD = SURVEY DISK
 PP1221_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP1221_SP_SET: ABUTMENT
 PP1221_STAMPING: 2785 R 1 1967
 PP1221_MARK LOGO: MNHD  
 PP1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1221
 PP1221  HISTORY     - Date     Condition        Report By
 PP1221  HISTORY     - 1967     MONUMENTED       MNHD
 PP1221  HISTORY     - 1967     GOOD             MNDT
 PP1221  HISTORY     - 1980     GOOD             MNDT
 PP1221  HISTORY     - 20070926 MARK NOT FOUND   MNDT
 PP1221
 PP1221                          STATION DESCRIPTION
 PP1221
 PP1221'DESCRIBED BY MN HIGHWAY DEPT 1967
 PP1221'STATION MARK, A STANDARD MHD BENCH MARK DISK STAMPED 2785
 PP1221'R1 1967, IS SET IN THE SW CORNER OF THE F.A.I. 494 NORTHBOUND
 PP1221'LANE BRIDGE (BRIDGE NO. 9756) OVER COUNTY ROAD 5 (MINNETONKA BLVD).
 PP1221
 PP1221                          STATION RECOVERY (1967)
 PP1221
 PP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 1967
 PP1221'0.5 MI W FROM MINNETONKA MILLS.
 PP1221'MARK IS LOCATED NEAR THE CENTER OF SECTION 15, T117N, R22W ABOUT 0.5
 PP1221'MILE WEST OF MINNETONKA MILLS AT THE INTERCHANGE OF COUNTY ROAD NO. 5
 PP1221'(MINNETONKA BLVD.) AND F.A.I. 494.  MARK IS A STANDARD MINNESOTA
 PP1221'HIGHWAY DEPARTMENT DISK, STAMPED 2785 R1 1967 SET IN THE SOUTHWEST
 PP1221'CORNER ABUTMENT OF BRIDGE (NO. 9756).
 PP1221
 PP1221                          STATION RECOVERY (1980)
 PP1221
 PP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (DKH)
 PP1221'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 PP1221'IS LOCATED IN THE TOWN OF MINNETONKA, IN THE SW 1/4 OF SECTION 15,
 PP1221'T117N, R22W, IN THE SOUTHWEST CORNER OF THE TRUNK HIGHWAY 494
 PP1221'NORTHBOUND LANE BRIDGE (BRIDGE NUMBER 9756) OVER COUNTY ROAD 5
 PP1221'(MINNETONKA BOULEVARD).
 PP1221'
 PP1221'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 PP1221'STAMPED---2785 R1 1967---, IS SET FLUSH IN THE SOUTHWEST CORNER OF THE
 PP1221'BRIDGE.
 PP1221
 PP1221                          STATION RECOVERY (2007)
 PP1221
 PP1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1221'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3564 ***********************************************************************
 PP3564  DESIGNATION -  2785 U RESET
 PP3564  PID         -  PP3564
 PP3564  STATE/COUNTY-  MN/HENNEPIN
 PP3564  COUNTRY     -  US
 PP3564  USGS QUAD   -  HOPKINS (1993)
 PP3564
 PP3564                         *CURRENT SURVEY CONTROL
 PP3564  ______________________________________________________________________
 PP3564* NAD 83(1986) POSITION- 44 54 50.     (N) 093 27 10.     (W)   SCALED    
 PP3564* NAVD 88 ORTHO HEIGHT -   297.03   (meters)     974.5   (feet) RESET     
 PP3564  ______________________________________________________________________
 PP3564  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 PP3564  VERT ORDER      -  THIRD
 PP3564
 PP3564.The horizontal coordinates were scaled from a topographic map and have
 PP3564.an estimated accuracy of +/- 6 seconds.
 PP3564.
 PP3564.The orthometric height was computed from unverified reset data.
 PP3564
 PP3564.No vertical observational check was made to the station.
 PP3564
 PP3564;                    North         East    Units  Estimated Accuracy
 PP3564;SPC MN S     -   312,800.      843,210.      MT  (+/- 180 meters Scaled)
 PP3564
 PP3564                          SUPERSEDED SURVEY CONTROL
 PP3564
 PP3564  NGVD 29 (04/14/03)  296.98   (m)          974.3    (f) RESET       3  
 PP3564
 PP3564.Superseded values are not recommended for survey control.
 PP3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3564.See file dsdata.txt to determine how the superseded data were derived.
 PP3564
 PP3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK642734(NAD 83)
 PP3564
 PP3564_MARKER: DD = SURVEY DISK
 PP3564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP3564_SP_SET: BRIDGE ABUTMENT
 PP3564_STAMPING: 2785 U RESET 1982
 PP3564_MARK LOGO: MNDT  
 PP3564_MAGNETIC: N = NO MAGNETIC MATERIAL
 PP3564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP3564+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 PP3564
 PP3564  HISTORY     - Date     Condition        Report By
 PP3564  HISTORY     - 1982     MONUMENTED       MNDT
 PP3564  HISTORY     - 20021016 GOOD             USPSQD
 PP3564  HISTORY     - 20041008 GOOD             USPSQD
 PP3564  HISTORY     - 20060928 MARK NOT FOUND   USPSQD
 PP3564
 PP3564                          STATION DESCRIPTION
 PP3564
 PP3564'DESCRIBED BY MN DEPT OF TRANSP 1982
 PP3564'IN THE TOWN OF MINNETONKA, ABOUT 3/4 MILE SOUTH ALONG TRUNK HIGHWAY
 PP3564'494 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7, IN THE NORTHEAST QUARTER
 PP3564'OF SECTION 27, TOWNSHIP 117 NORTH, ROUTE 22 WEST, AT THE COUNTY ROAD
 PP3564'3 (EXCELSIOR BOULEVARD) BRIDGE OVER TRUNK HIGHWAY 494, IN THE TOP OF
 PP3564'THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE 9752.
 PP3564
 PP3564                          STATION RECOVERY (2002)
 PP3564
 PP3564'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP3564'RECOVERED IN GOOD CONDITION.
 PP3564
 PP3564                          STATION RECOVERY (2004)
 PP3564
 PP3564'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP3564'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP3564
 PP3564                          STATION RECOVERY (2006)
 PP3564
 PP3564'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 PP3564'BRIDGE NO. 9752 HAS BEEN REPLACED WITH A NEW BRIDGE OVER I 494
 PP3564'DESIGNATED BR 27V58 2005. COULD NOT FIND A GEODETIC MARK ANYWHERE ON
 PP3564'THIS BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1226 ***********************************************************************
 PP1226  DESIGNATION -  2785 V
 PP1226  PID         -  PP1226
 PP1226  STATE/COUNTY-  MN/HENNEPIN
 PP1226  COUNTRY     -  US
 PP1226  USGS QUAD   -  HOPKINS (1993)
 PP1226
 PP1226                         *CURRENT SURVEY CONTROL
 PP1226  ______________________________________________________________________
 PP1226* NAD 83(1986) POSITION- 44 54 41.     (N) 093 26 54.     (W)   SCALED    
 PP1226* NAVD 88 ORTHO HEIGHT -   292.598  (meters)     959.97  (feet) ADJUSTED  
 PP1226  ______________________________________________________________________
 PP1226  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PP1226  DYNAMIC HEIGHT  -        292.593 (meters)      959.95  (feet) COMP
 PP1226  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 PP1226
 PP1226  VERT ORDER      -  SECOND    CLASS 0
 PP1226
 PP1226.The horizontal coordinates were scaled from a topographic map and have
 PP1226.an estimated accuracy of +/- 6 seconds.
 PP1226.
 PP1226.The orthometric height was determined by differential leveling and
 PP1226.adjusted in June 1991.
 PP1226
 PP1226.The dynamic height is computed by dividing the NAVD 88
 PP1226.geopotential number by the normal gravity value computed on the
 PP1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1226.degrees latitude (g = 980.6199 gals.).
 PP1226
 PP1226.The modeled gravity was interpolated from observed gravity values.
 PP1226
 PP1226;                    North         East    Units  Estimated Accuracy
 PP1226;SPC MN S     -   312,530.      843,560.      MT  (+/- 180 meters Scaled)
 PP1226
 PP1226                          SUPERSEDED SURVEY CONTROL
 PP1226
 PP1226  NGVD 29 (??/??/92)  292.544  (m)          959.79   (f) ADJ UNCH    2 0
 PP1226
 PP1226.Superseded values are not recommended for survey control.
 PP1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1226.See file dsdata.txt to determine how the superseded data were derived.
 PP1226
 PP1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK646732(NAD 83)
 PP1226
 PP1226_MARKER: DD = SURVEY DISK
 PP1226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1226_SP_SET: BRIDGE
 PP1226_STAMPING: 2785-V 1970
 PP1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1226+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2004
 PP1226
 PP1226  HISTORY     - Date     Condition        Report By
 PP1226  HISTORY     - 1970     MONUMENTED       LAGS
 PP1226  HISTORY     - 1988     GOOD             USPSQD
 PP1226  HISTORY     - 20021016 GOOD             USPSQD
 PP1226  HISTORY     - 20041008 GOOD             USPSQD
 PP1226  HISTORY     - 20060928 MARK NOT FOUND   USPSQD
 PP1226
 PP1226                          STATION DESCRIPTION
 PP1226
 PP1226'DESCRIBED BY LOUISIANA GEODETIC SURVEY 1970
 PP1226'IN MINNETONKA.
 PP1226'MARK IS LOCATED IN THE VILLAGE OF MINNETONKA, 0.9 MILES SOUTH OF THE
 PP1226'JUNCTION OF FAI 494 AND T.H. 7, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1226'9751, PEDESTRIAN CROSSING OVER FAI 494 AT MAYWOOD LANE.  SE 1/4
 PP1226'SECTION 27, T 117N, R 22W.
 PP1226
 PP1226                          STATION RECOVERY (1988)
 PP1226
 PP1226'RECOVERY NOTE BY US POWER SQUADRON 1988 (REA)
 PP1226'RECOVERED IN GOOD CONDITION.
 PP1226
 PP1226                          STATION RECOVERY (2002)
 PP1226
 PP1226'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1226'RECOVERED IN GOOD CONDITION.
 PP1226
 PP1226                          STATION RECOVERY (2004)
 PP1226
 PP1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP1226'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD
 PP1226
 PP1226                          STATION RECOVERY (2006)
 PP1226
 PP1226'RECOVERY NOTE BY US POWER SQUADRON 2006 (REA)
 PP1226'BRIDGE NO. 9751 HAS BEEN REPLACED WITH A NEW BRIDGE OVER I 494
 PP1226'DESIGNATED BR 27V57 2005. THERE IS A MN DOT GEODETIC MARK SET AT FOOT
 PP1226'LEVEL IN THE SOUTHEAST CORNER OF THIS BRIDGE. IN THE MARK'S CENTER IS
 PP1226'STAMPED A SMALL TRIANGLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1231 ***********************************************************************
 PP1231  DESIGNATION -  2785 Y 1
 PP1231  PID         -  PP1231
 PP1231  STATE/COUNTY-  MN/HENNEPIN
 PP1231  COUNTRY     -  US
 PP1231  USGS QUAD   -  HOPKINS (1993)
 PP1231
 PP1231                         *CURRENT SURVEY CONTROL
 PP1231  ______________________________________________________________________
 PP1231* NAD 83(1986) POSITION- 44 53 55.     (N) 093 26 42.     (W)   SCALED    
 PP1231* NAVD 88 ORTHO HEIGHT -   291.354  (meters)     955.88  (feet) ADJUSTED  
 PP1231  ______________________________________________________________________
 PP1231  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PP1231  DYNAMIC HEIGHT  -        291.348 (meters)      955.86  (feet) COMP
 PP1231  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 PP1231
 PP1231  VERT ORDER      -  SECOND    CLASS 0
 PP1231
 PP1231.The horizontal coordinates were scaled from a topographic map and have
 PP1231.an estimated accuracy of +/- 6 seconds.
 PP1231.
 PP1231.The orthometric height was determined by differential leveling and
 PP1231.adjusted in June 1991.
 PP1231
 PP1231.The dynamic height is computed by dividing the NAVD 88
 PP1231.geopotential number by the normal gravity value computed on the
 PP1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1231.degrees latitude (g = 980.6199 gals.).
 PP1231
 PP1231.The modeled gravity was interpolated from observed gravity values.
 PP1231
 PP1231;                    North         East    Units  Estimated Accuracy
 PP1231;SPC MN S     -   311,110.      843,830.      MT  (+/- 180 meters Scaled)
 PP1231
 PP1231                          SUPERSEDED SURVEY CONTROL
 PP1231
 PP1231  NGVD 29 (??/??/92)  291.300  (m)          955.71   (f) ADJ UNCH    2 0
 PP1231
 PP1231.Superseded values are not recommended for survey control.
 PP1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1231.See file dsdata.txt to determine how the superseded data were derived.
 PP1231
 PP1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK648717(NAD 83)
 PP1231
 PP1231_MARKER: DD = SURVEY DISK
 PP1231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PP1231_SP_SET: BRIDGE
 PP1231_STAMPING: 2785-Y1 1970
 PP1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1231
 PP1231  HISTORY     - Date     Condition        Report By
 PP1231  HISTORY     - 1970     MONUMENTED       MNDT
 PP1231  HISTORY     - 20021016 GOOD             USPSQD
 PP1231
 PP1231                          STATION DESCRIPTION
 PP1231
 PP1231'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1231'IN MINNETONKA.
 PP1231'MARK IS LOCATED IN THE VILLAGE OF MINNETONKA, 1.8 MILES SOUTH OF THE
 PP1231'JUNCTION OF FAI 494 AND TH 7, 0.2 MILES SOUTH OF THE
 PP1231'CHICAGO-NORTHWESTERN RAILROAD, IN THE SOUTHEAST CORNER OF BRIDGE NO.
 PP1231'9745, FAI 494 SOUTHBOUND OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND
 PP1231'PACIFIC RAILROAD.  SE 1/4 SECTION 33, T 117N, R 22W.
 PP1231
 PP1231                          STATION RECOVERY (2002)
 PP1231
 PP1231'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2411 ***********************************************************************
 QO2411  DESIGNATION -  2786 AB
 QO2411  PID         -  QO2411
 QO2411  STATE/COUNTY-  MN/HENNEPIN
 QO2411  COUNTRY     -  US
 QO2411  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2411
 QO2411                         *CURRENT SURVEY CONTROL
 QO2411  ______________________________________________________________________
 QO2411* NAD 83(1986) POSITION- 45 04 33.24   (N) 093 19 56.03   (W)   HD_HELD1  
 QO2411* NAVD 88 ORTHO HEIGHT -   267.239  (meters)     876.77  (feet) ADJUSTED  
 QO2411  ______________________________________________________________________
 QO2411  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 QO2411  DYNAMIC HEIGHT  -        267.235 (meters)      876.75  (feet) COMP
 QO2411  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 QO2411
 QO2411  VERT ORDER      -  SECOND    CLASS II
 QO2411
 QO2411.The horizontal coordinates were established by differentially corrected
 QO2411.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2411.
 QO2411.The orthometric height was determined by differential leveling and
 QO2411.adjusted in June 1995.
 QO2411
 QO2411.Photographs are available for this station.
 QO2411
 QO2411.The dynamic height is computed by dividing the NAVD 88
 QO2411.geopotential number by the normal gravity value computed on the
 QO2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2411.degrees latitude (g = 980.6199 gals.).
 QO2411
 QO2411.The modeled gravity was interpolated from observed gravity values.
 QO2411
 QO2411;                    North         East    Units  Estimated Accuracy
 QO2411;SPC MN S     -   330,876.2     852,579.9     MT  (+/- 3 meters HH1 GPS) 
 QO2411
 QO2411                          SUPERSEDED SURVEY CONTROL
 QO2411
 QO2411.No superseded survey control is available for this station.
 QO2411
 QO2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7384991435(NAD 83)
 QO2411
 QO2411_MARKER: DV = VERTICAL CONTROL DISK
 QO2411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2411_SP_SET: BRIDGE ABUTMENT
 QO2411_STAMPING: 2786 AB 1980
 QO2411_MARK LOGO: MNDT  
 QO2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2411+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2008
 QO2411
 QO2411  HISTORY     - Date     Condition        Report By
 QO2411  HISTORY     - 1980     MONUMENTED       MNDT
 QO2411  HISTORY     - 19860209 GOOD             MNDT
 QO2411  HISTORY     - 20070730 GOOD             MNDT
 QO2411  HISTORY     - 20080528 GOOD             MNDT
 QO2411
 QO2411                          STATION DESCRIPTION
 QO2411
 QO2411'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2411'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE NW 1/4 OF
 QO2411'SECTION 34, T119N, R21W, AT THE JUNCTION OF TRUNK HIGHWAY 94 AND
 QO2411'TRUNK HIGHWAY 152 (BROOKLYN BOULEVARD) IN BROOKLUN CENTER.  THE MARK,
 QO2411'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---2786 AB
 QO2411'1980---, IS SET FLUSH IN A DRILL HOLE IN TOP OF THE NORTH END OF A
 QO2411'CONCRETE RETAINING WALL.  THE MARK IS BETWEEN THE SOUTHEAST CORNER OF
 QO2411'THE WESTBOUND TRUNK HIGHWAY 94 BRIDGE (NUMBER 27923) OVER TRUNK
 QO2411'HIGHWAY 152 AND THE EASTBOUND TRUNK HIGHWAY 94 BRIDGE (NUMBER 27924)
 QO2411'OVER TRUNK HIGHWAY 152.
 QO2411
 QO2411                          STATION RECOVERY (2007)
 QO2411
 QO2411'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2411'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF
 QO2411'MINNEAPOLIS, 6.4 MI (10.3 KM) WEST OF NEW BRIGHTON AND 4.6 MI (7.4 KM)
 QO2411'SOUTHEAST OF OSSEO.
 QO2411' 
 QO2411'TO REACH TO THE MARK AT BROOKLYN CENTER, AT THE JUNCTION OF COUNTY
 QO2411'ROAD 152 AND INTERSTATE HIGHWAY 94, IN THE TOP OF NORTH END OF
 QO2411'CONCERTINAING WALL BETWEEN SOUTHEAST CORNER OF WEST-BOUND BRIDGE AND
 QO2411'EASTBOUND BRIDGE, INTERSTATE HIGHWAY 94 OVER COUNTY ROAD 152.
 QO2411
 QO2411                          STATION RECOVERY (2008)
 QO2411
 QO2411'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2449 ***********************************************************************
 QO2449  DESIGNATION -  2786 AE
 QO2449  PID         -  QO2449
 QO2449  STATE/COUNTY-  MN/HENNEPIN
 QO2449  COUNTRY     -  US
 QO2449  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2449
 QO2449                         *CURRENT SURVEY CONTROL
 QO2449  ______________________________________________________________________
 QO2449* NAD 83(1986) POSITION- 45 04 17.81   (N) 093 18 34.09   (W)   HD_HELD1  
 QO2449* NAVD 88 ORTHO HEIGHT -   257.920  (meters)     846.19  (feet) ADJUSTED  
 QO2449  ______________________________________________________________________
 QO2449  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 QO2449  DYNAMIC HEIGHT  -        257.917 (meters)      846.18  (feet) COMP
 QO2449  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QO2449
 QO2449  VERT ORDER      -  SECOND    CLASS II
 QO2449
 QO2449.The horizontal coordinates were established by differentially corrected
 QO2449.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2449.
 QO2449.The orthometric height was determined by differential leveling and
 QO2449.adjusted in June 1995.
 QO2449
 QO2449.Photographs are available for this station.
 QO2449
 QO2449.The dynamic height is computed by dividing the NAVD 88
 QO2449.geopotential number by the normal gravity value computed on the
 QO2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2449.degrees latitude (g = 980.6199 gals.).
 QO2449
 QO2449.The modeled gravity was interpolated from observed gravity values.
 QO2449
 QO2449;                    North         East    Units  Estimated Accuracy
 QO2449;SPC MN S     -   330,414.8     854,376.1     MT  (+/- 3 meters HH1 GPS) 
 QO2449
 QO2449                          SUPERSEDED SURVEY CONTROL
 QO2449
 QO2449.No superseded survey control is available for this station.
 QO2449
 QO2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7563990952(NAD 83)
 QO2449
 QO2449_MARKER: DV = VERTICAL CONTROL DISK
 QO2449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2449_SP_SET: BRIDGE ABUTMENT
 QO2449_STAMPING: 2786 AE 1980
 QO2449_MARK LOGO: MNDT  
 QO2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2449+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2449
 QO2449  HISTORY     - Date     Condition        Report By
 QO2449  HISTORY     - 1980     MONUMENTED       MNDT
 QO2449  HISTORY     - 19860209 GOOD             MNDT
 QO2449  HISTORY     - 20070730 GOOD             MNDT
 QO2449  HISTORY     - 20080520 GOOD             MNDT
 QO2449
 QO2449                          STATION DESCRIPTION
 QO2449
 QO2449'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2449'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE CENTER OF
 QO2449'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE SHINGLE CREEK
 QO2449'BRIDGE (NUMBER 27925) OVER WESTBOUND TRUNK HIGHWAY 94, 1.2 MI
 QO2449'(1.9 KM) EAST ALONG TRUNK HIGHWAY 94 FROM ITS JUCTION WITH TRUNK
 QO2449'HIGHWAY 152 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2449'CONTROL MONUMENT DISK STAMPED---2786 AE 1980---, IS SET FLUSH IN A
 QO2449'DRILL HOLE IN THE TOP OF THE WINGWALL IN THE SOUTHEAST CORNER OF THE
 QO2449'BRIDGE.
 QO2449
 QO2449                          STATION RECOVERY (2007)
 QO2449
 QO2449'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2449'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 QO2449'MINNEAPOLIS, 5.6 MI (9.0 KM) SOUTHEAST OF OSSEO AND 5.3 MI (8.5 KM)
 QO2449'WEST OF NEW BRIGHTON.
 QO2449' 
 QO2449'TO REACH TO THE MARK AT BROOKLYN CENTER, GO 1.2 MI (1.9 KM) EAST OF
 QO2449'THE JUNCTION OF COUNTY ROAD 152 AND INTERSTATE HIGHWAY 94, IN
 QO2449'SOUTHEAST CORNER OF WEST-BOUND INTERSTATE HIGHWAY 94 BRIDGE 27925 OVER
 QO2449'SHINGLE CREEK.
 QO2449
 QO2449                          STATION RECOVERY (2008)
 QO2449
 QO2449'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2449'THE MARK IS IN BROOKLYN CENTER, 1.2 MI (1.9 KM) EAST ALONG INTERSTATE
 QO2449'HIGHWAY 94 FROM THE JUNCTION OF COUNTY ROAD 152 AND INTERSTATE HIGHWAY
 QO2449'94, IN SOUTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY 94 BRIDGE
 QO2449'NUMBER 27925 OVER SHINGLE CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2414 ***********************************************************************
 QO2414  DESIGNATION -  2786 AF
 QO2414  PID         -  QO2414
 QO2414  STATE/COUNTY-  MN/HENNEPIN
 QO2414  COUNTRY     -  US
 QO2414  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2414
 QO2414                         *CURRENT SURVEY CONTROL
 QO2414  ______________________________________________________________________
 QO2414* NAD 83(1986) POSITION- 45 04 21.5    (N) 093 18 31.2    (W)   HD_HELD2  
 QO2414* NAVD 88 ORTHO HEIGHT -   262.078  (meters)     859.83  (feet) ADJUSTED  
 QO2414  ______________________________________________________________________
 QO2414  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 QO2414  DYNAMIC HEIGHT  -        262.075 (meters)      859.82  (feet) COMP
 QO2414  MODELED GRAVITY -    980,598.3   (mgal)                       NAVD 88
 QO2414
 QO2414  VERT ORDER      -  SECOND    CLASS II
 QO2414
 QO2414.The horizontal coordinates were established by autonomous hand held GPS
 QO2414.observations and have an estimated accuracy of +/- 10 meters.
 QO2414.
 QO2414.The orthometric height was determined by differential leveling and
 QO2414.adjusted in June 1995.
 QO2414
 QO2414.Photographs are available for this station.
 QO2414
 QO2414.The dynamic height is computed by dividing the NAVD 88
 QO2414.geopotential number by the normal gravity value computed on the
 QO2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2414.degrees latitude (g = 980.6199 gals.).
 QO2414
 QO2414.The modeled gravity was interpolated from observed gravity values.
 QO2414
 QO2414;                    North         East    Units  Estimated Accuracy
 QO2414;SPC MN S     -   330,529.      854,438.      MT  (+/- 10 meters HH2 GPS)
 QO2414
 QO2414                          SUPERSEDED SURVEY CONTROL
 QO2414
 QO2414.No superseded survey control is available for this station.
 QO2414
 QO2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7570391066(NAD 83)
 QO2414
 QO2414_MARKER: DV = VERTICAL CONTROL DISK
 QO2414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2414_SP_SET: BRIDGE RAILING
 QO2414_STAMPING: 2786 AF 1980
 QO2414_MARK LOGO: MNDT  
 QO2414_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2414+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2414
 QO2414  HISTORY     - Date     Condition        Report By
 QO2414  HISTORY     - 1980     MONUMENTED       MNDT
 QO2414  HISTORY     - 19860209 GOOD             MNDT
 QO2414  HISTORY     - 20070730 GOOD             MNDT
 QO2414  HISTORY     - 20080520 GOOD             MNDT
 QO2414
 QO2414                          STATION DESCRIPTION
 QO2414
 QO2414'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2414'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE CENTER OF
 QO2414'SECTION 35, T119, R21W, 1.2 MI (1.9 KM) EAST ALONG TRUNK HIGHWAY 94
 QO2414'FROM ITS JUNCTION WITH TRUNK HIGHWAY 152 (BROOKLYN BOULEVARD) IN
 QO2414'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2414'DISK STAMPED---2786 AF 1980---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2414'TOP OF A RAILING AT THE SOUTHEAST CORNER OF THE WESTBOUND TRUNK
 QO2414'HIGHWAY 94 BRIDGE (NUMBER 27904) OVER SHINGLE CREEK.  THE BRIDGE
 QO2414'CARRIES THE RAMP FROM SHINGLE CREEK PARKWAY.
 QO2414
 QO2414                          STATION RECOVERY (2007)
 QO2414
 QO2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2414'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF
 QO2414'MINNEAPOLIS, 5.6 MI (9.0 KM) SOUTHEAST OF OSSEO AND 5.3 MI (8.5 KM)
 QO2414'WEST OF NEW BRIGHTON.
 QO2414' 
 QO2414'TO REACH TO THE MARK AT BROOKLYN CENTER, GO 1.2 MI (1.9 KM) EAST OF
 QO2414'THE JUNCTION OF COUNTY ROAD 152 (BROOKLYN BOULEVARD) AND INTERSTATE
 QO2414'HIGHWAY 94, IN THE TOP OF RAILING, SOUTHEAST CORNER OF BRIDGE,
 QO2414'WESTBOUND RAMP OVER SHINGLE CREEK FROM SHINGLE CREEK PARKWAY TO
 QO2414'INTERSTATE HIGHWAY 94.
 QO2414
 QO2414                          STATION RECOVERY (2008)
 QO2414
 QO2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2414'THE MARK IS IN BROOKLYN CENTER, 1.2 MI (1.9 KM) EAST ALONG INTERSTATE
 QO2414'HIGHWAY 94 FROM THE JUNCTION OF COUNTY ROAD 152 (BROOKLYN BOULEVARD)
 QO2414'AND INTERSTATE HIGHWAY 94, IN THE TOP OF RAILING, SOUTHEAST CORNER OF
 QO2414'BRIDGE, WESTBOUND RAMP OVER SHINGLE CREEK FROM SHINGLE CREEK PARKWAY
 QO2414'TO INTERSTATE HIGHWAY 94.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2415 ***********************************************************************
 QO2415  DESIGNATION -  2786 AG
 QO2415  PID         -  QO2415
 QO2415  STATE/COUNTY-  MN/HENNEPIN
 QO2415  COUNTRY     -  US
 QO2415  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2415
 QO2415                         *CURRENT SURVEY CONTROL
 QO2415  ______________________________________________________________________
 QO2415* NAD 83(1986) POSITION- 45 04 13.55   (N) 093 18 26.13   (W)   HD_HELD1  
 QO2415* NAVD 88 ORTHO HEIGHT -   265.773  (meters)     871.96  (feet) ADJUSTED  
 QO2415  ______________________________________________________________________
 QO2415  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2415  DYNAMIC HEIGHT  -        265.770 (meters)      871.95  (feet) COMP
 QO2415  MODELED GRAVITY -    980,599.0   (mgal)                       NAVD 88
 QO2415
 QO2415  VERT ORDER      -  SECOND    CLASS II
 QO2415
 QO2415.The horizontal coordinates were established by differentially corrected
 QO2415.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2415.
 QO2415.The orthometric height was determined by differential leveling and
 QO2415.adjusted in June 1995.
 QO2415
 QO2415.Photographs are available for this station.
 QO2415
 QO2415.The dynamic height is computed by dividing the NAVD 88
 QO2415.geopotential number by the normal gravity value computed on the
 QO2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2415.degrees latitude (g = 980.6199 gals.).
 QO2415
 QO2415.The modeled gravity was interpolated from observed gravity values.
 QO2415
 QO2415;                    North         East    Units  Estimated Accuracy
 QO2415;SPC MN S     -   330,284.8     854,551.3     MT  (+/- 3 meters HH1 GPS) 
 QO2415
 QO2415                          SUPERSEDED SURVEY CONTROL
 QO2415
 QO2415.No superseded survey control is available for this station.
 QO2415
 QO2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7581390820(NAD 83)
 QO2415
 QO2415_MARKER: DV = VERTICAL CONTROL DISK
 QO2415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2415_SP_SET: BRIDGE RAILING
 QO2415_STAMPING: 2786 AG 1980
 QO2415_MARK LOGO: MNDT  
 QO2415_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2415+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2415
 QO2415  HISTORY     - Date     Condition        Report By
 QO2415  HISTORY     - 1980     MONUMENTED       MNDT
 QO2415  HISTORY     - 19860209 GOOD             MNDT
 QO2415  HISTORY     - 20070730 GOOD             MNDT
 QO2415  HISTORY     - 20080520 GOOD             MNDT
 QO2415
 QO2415                          STATION DESCRIPTION
 QO2415
 QO2415'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2415'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2415'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE SHINGLE CREEK
 QO2415'PARKWAY BRIDGE (NUMBER 27910) OVER TRUNK HIGHWAY 94 AND TRUNK HIGHWAY
 QO2415'694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2415'MONUMENT DISK STAMPED---2786 AG 1980---, IS SET FLUSH IN A DRILL HOLE
 QO2415'IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2415
 QO2415                          STATION RECOVERY (2007)
 QO2415
 QO2415'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2415'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF
 QO2415'MINNEAPOLIS, 5.8 MI (9.3 KM) SOUTHEAST OF OSSEO AND 5.2 MI (8.4 KM)
 QO2415'WEST OF NEW BRIGHTON.
 QO2415' 
 QO2415'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF RAILING AT
 QO2415'SOUTHEAST CORNER OF SHINGLE CREEK PARKWAY BRIDGE 27910 OVER INTERSTATE
 QO2415'HIGHWAY 94.
 QO2415
 QO2415                          STATION RECOVERY (2008)
 QO2415
 QO2415'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2415'THE MARK IS IN BROOKLYN CENTER, IN TOP OF RAILING AT SOUTHEAST CORNER
 QO2415'OF SHINGLE CREEK PARKWAY BRIDGE NUMBER 27910 OVER INTERSTATE HIGHWAY
 QO2415'94, 0.3 MILE NORTH ON SHINGLE CREEK PARKWAY FROM JUNCTION OF SHINGLE
 QO2415'CREEK PARKWAY AND SUMMIT DRIVE NORTH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2417 ***********************************************************************
 QO2417  DESIGNATION -  2786 AJ
 QO2417  PID         -  QO2417
 QO2417  STATE/COUNTY-  MN/HENNEPIN
 QO2417  COUNTRY     -  US
 QO2417  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2417
 QO2417                         *CURRENT SURVEY CONTROL
 QO2417  ______________________________________________________________________
 QO2417* NAD 83(1986) POSITION- 45 04 06.85   (N) 093 18 00.34   (W)   HD_HELD1  
 QO2417* NAVD 88 ORTHO HEIGHT -   266.477  (meters)     874.27  (feet) ADJUSTED  
 QO2417  ______________________________________________________________________
 QO2417  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2417  DYNAMIC HEIGHT  -        266.474 (meters)      874.26  (feet) COMP
 QO2417  MODELED GRAVITY -    980,599.2   (mgal)                       NAVD 88
 QO2417
 QO2417  VERT ORDER      -  SECOND    CLASS II
 QO2417
 QO2417.The horizontal coordinates were established by differentially corrected
 QO2417.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2417.
 QO2417.The orthometric height was determined by differential leveling and
 QO2417.adjusted in June 1995.
 QO2417
 QO2417.Photographs are available for this station.
 QO2417
 QO2417.The dynamic height is computed by dividing the NAVD 88
 QO2417.geopotential number by the normal gravity value computed on the
 QO2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2417.degrees latitude (g = 980.6199 gals.).
 QO2417
 QO2417.The modeled gravity was interpolated from observed gravity values.
 QO2417
 QO2417;                    North         East    Units  Estimated Accuracy
 QO2417;SPC MN S     -   330,082.8     855,117.2     MT  (+/- 3 meters HH1 GPS) 
 QO2417
 QO2417                          SUPERSEDED SURVEY CONTROL
 QO2417
 QO2417.No superseded survey control is available for this station.
 QO2417
 QO2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7637690611(NAD 83)
 QO2417
 QO2417_MARKER: DV = VERTICAL CONTROL DISK
 QO2417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2417_SP_SET: BRIDGE RAILING
 QO2417_STAMPING: 2786 AJ 1980
 QO2417_MARK LOGO: MNDT  
 QO2417_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2417+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2417
 QO2417  HISTORY     - Date     Condition        Report By
 QO2417  HISTORY     - 1980     MONUMENTED       MNDT
 QO2417  HISTORY     - 19860209 GOOD             MNDT
 QO2417  HISTORY     - 20070730 GOOD             MNDT
 QO2417  HISTORY     - 20080520 GOOD             MNDT
 QO2417
 QO2417                          STATION DESCRIPTION
 QO2417
 QO2417'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2417'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2417'SECTION 35, T119N, R21W, IN THE SOUTHEAST CORNER OF THE SOUTHBOUND
 QO2417'HUMBOLDT AVENUE BRIDGE (NUMBER 27913) OVER TRUNK HIGHWAY 94 AND TRUNK
 QO2417'HIGHWAY 694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2417'CONTROL MONUMENT DISK STAMPED---2786 AJ 1980---,IS SET FLUSH IN A
 QO2417'DRILL HOLE IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2417
 QO2417                          STATION RECOVERY (2007)
 QO2417
 QO2417'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2417'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2417'MINNEAPOLIS, 6.1 MI (9.8 KM) SOUTHEAST OF OSSEO AND 4.8 MI (7.7 KM)
 QO2417'WEST OF NEW BRIGHTON.
 QO2417' 
 QO2417'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF RAILING AT
 QO2417'SOUTHEAST CORNER OF SOUTH-BOUND HUMBOLDT AVENUE BRIDGE 27913 OVER
 QO2417'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2417
 QO2417                          STATION RECOVERY (2008)
 QO2417
 QO2417'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2419 ***********************************************************************
 QO2419  DESIGNATION -  2786 AK 1
 QO2419  PID         -  QO2419
 QO2419  STATE/COUNTY-  MN/HENNEPIN
 QO2419  COUNTRY     -  US
 QO2419  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2419
 QO2419                         *CURRENT SURVEY CONTROL
 QO2419  ______________________________________________________________________
 QO2419* NAD 83(1986) POSITION- 45 04 02.91   (N) 093 17 55.92   (W)   HD_HELD1  
 QO2419* NAVD 88 ORTHO HEIGHT -   273.289  (meters)     896.62  (feet) ADJUSTED  
 QO2419  ______________________________________________________________________
 QO2419  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2419  DYNAMIC HEIGHT  -        273.286 (meters)      896.61  (feet) COMP
 QO2419  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO2419
 QO2419  VERT ORDER      -  SECOND    CLASS I
 QO2419
 QO2419.The horizontal coordinates were established by differentially corrected
 QO2419.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2419.
 QO2419.The orthometric height was determined by differential leveling and
 QO2419.adjusted in June 1995.
 QO2419
 QO2419.Photographs are available for this station.
 QO2419
 QO2419.The dynamic height is computed by dividing the NAVD 88
 QO2419.geopotential number by the normal gravity value computed on the
 QO2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2419.degrees latitude (g = 980.6199 gals.).
 QO2419
 QO2419.The modeled gravity was interpolated from observed gravity values.
 QO2419
 QO2419;                    North         East    Units  Estimated Accuracy
 QO2419;SPC MN S     -   329,962.0     855,214.9     MT  (+/- 3 meters HH1 GPS) 
 QO2419
 QO2419                          SUPERSEDED SURVEY CONTROL
 QO2419
 QO2419.No superseded survey control is available for this station.
 QO2419
 QO2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7647290489(NAD 83)
 QO2419
 QO2419_MARKER: DV = VERTICAL CONTROL DISK
 QO2419_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2419_SP_SET: BRIDGE RAILING
 QO2419_STAMPING: 2786 AK 1 1980
 QO2419_MARK LOGO: MNDT  
 QO2419_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2419+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2419
 QO2419  HISTORY     - Date     Condition        Report By
 QO2419  HISTORY     - 1980     MONUMENTED       MNDT
 QO2419  HISTORY     - 19860209 GOOD             MNDT
 QO2419  HISTORY     - 19980604 GOOD             MNDT
 QO2419  HISTORY     - 20070726 GOOD             MNDT
 QO2419  HISTORY     - 20080520 GOOD             MNDT
 QO2419
 QO2419                          STATION DESCRIPTION
 QO2419
 QO2419'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2419'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2419'SECTION 36, T119N, R21W, IN THE SOUTHEAST CORNER OF THE NORTHBOUND
 QO2419'HUMBOLDT AVENUE BRIDGE (NUMBER 27914) OVER TRUNK HIGHWAY 94 AND TRUNK
 QO2419'HIGHWAY 694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2419'CONTROL MONUMENT DISK STAMPED---2786 AK 1 1980---, IS SET FLUSH IN A
 QO2419'DRILL HOLE IN TOP OF A RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2419
 QO2419                          STATION RECOVERY (1998)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 QO2419'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2419
 QO2419                          STATION RECOVERY (2007)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2419'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 QO2419'MINNEAPOLIS, 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2419'WEST OF NEW BRIGHTON.
 QO2419' 
 QO2419'TO REACH TO THE MARK AT BROOKLYN CENTER, SET IN THE TOP OF RAILING AT
 QO2419'SOUTHEAST CORNER OF NORTHBOUND HUMBOLDT AVENUE BRIDGE 27914 OVER
 QO2419'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2419
 QO2419                          STATION RECOVERY (2008)
 QO2419
 QO2419'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2419'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2418 ***********************************************************************
 QO2418  DESIGNATION -  2786 AK 2
 QO2418  PID         -  QO2418
 QO2418  STATE/COUNTY-  MN/HENNEPIN
 QO2418  COUNTRY     -  US
 QO2418  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2418
 QO2418                         *CURRENT SURVEY CONTROL
 QO2418  ______________________________________________________________________
 QO2418* NAD 83(1986) POSITION- 45 04 12.54   (N) 093 17 59.09   (W)   HD_HELD1  
 QO2418* NAVD 88 ORTHO HEIGHT -   268.062  (meters)     879.47  (feet) ADJUSTED  
 QO2418  ______________________________________________________________________
 QO2418  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2418  DYNAMIC HEIGHT  -        268.059 (meters)      879.46  (feet) COMP
 QO2418  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2418
 QO2418  VERT ORDER      -  SECOND    CLASS II
 QO2418
 QO2418.The horizontal coordinates were established by differentially corrected
 QO2418.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2418.
 QO2418.The orthometric height was determined by differential leveling and
 QO2418.adjusted in June 1995.
 QO2418
 QO2418.Photographs are available for this station.
 QO2418
 QO2418.The dynamic height is computed by dividing the NAVD 88
 QO2418.geopotential number by the normal gravity value computed on the
 QO2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2418.degrees latitude (g = 980.6199 gals.).
 QO2418
 QO2418.The modeled gravity was interpolated from observed gravity values.
 QO2418
 QO2418;                    North         East    Units  Estimated Accuracy
 QO2418;SPC MN S     -   330,258.6     855,143.0     MT  (+/- 3 meters HH1 GPS) 
 QO2418
 QO2418                          SUPERSEDED SURVEY CONTROL
 QO2418
 QO2418.No superseded survey control is available for this station.
 QO2418
 QO2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7640490786(NAD 83)
 QO2418
 QO2418_MARKER: DV = VERTICAL CONTROL DISK
 QO2418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2418_SP_SET: BRIDGE RAILING
 QO2418_STAMPING: 2786 AK 2 1980
 QO2418_MARK LOGO: MNDT  
 QO2418_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2418+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2418
 QO2418  HISTORY     - Date     Condition        Report By
 QO2418  HISTORY     - 1980     MONUMENTED       MNDT
 QO2418  HISTORY     - 19860209 GOOD             MNDT
 QO2418  HISTORY     - 20070730 GOOD             MNDT
 QO2418  HISTORY     - 20080520 GOOD             MNDT
 QO2418
 QO2418                          STATION DESCRIPTION
 QO2418
 QO2418'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2418'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2418'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE NORTHBOUND
 QO2418'HUMBOLDT AVENUE BRIDGE (NUMBER 27914) OVER TRUNK HIGHWAY 94 AND TRUNK
 QO2418'HIGHWAY 694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL
 QO2418'CONTROL MONUMENT DISK STAMPED---2876 AK 2 1980---, IS SET FLUSH IN A
 QO2418'DRILL HOLE IN TOP OF A RAILING IN THE NORTHEAST CORNER OF THE BRIDGE.
 QO2418
 QO2418                          STATION RECOVERY (2007)
 QO2418
 QO2418'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2418'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF
 QO2418'MINNEAPOLIS, 6.1 MI (9.8 KM) SOUTHEAST OF OSSEO AND 4.8 MI (7.7 KM)
 QO2418'WEST OF NEW BRIGHTON.
 QO2418' 
 QO2418'TO REACH TO THE MARK AT BROOKLYN CENTER, SET IN THE TOP OF RAILING AT
 QO2418'NORTHEAST CORNER OF NORTHBOUND HUMBOLDT AVENUE BRIDGE 27914 OVER
 QO2418'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2418
 QO2418                          STATION RECOVERY (2008)
 QO2418
 QO2418'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2422 ***********************************************************************
 QO2422  DESIGNATION -  2786 AL 1
 QO2422  PID         -  QO2422
 QO2422  STATE/COUNTY-  MN/HENNEPIN
 QO2422  COUNTRY     -  US
 QO2422  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2422
 QO2422                         *CURRENT SURVEY CONTROL
 QO2422  ______________________________________________________________________
 QO2422* NAD 83(1986) POSITION- 45 04 06.60   (N) 093 17 54.07   (W)   HD_HELD1  
 QO2422* NAVD 88 ORTHO HEIGHT -   265.836  (meters)     872.16  (feet) ADJUSTED  
 QO2422  ______________________________________________________________________
 QO2422  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2422  DYNAMIC HEIGHT  -        265.834 (meters)      872.16  (feet) COMP
 QO2422  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO2422
 QO2422  VERT ORDER      -  SECOND    CLASS II
 QO2422
 QO2422.The horizontal coordinates were established by differentially corrected
 QO2422.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2422.
 QO2422.The orthometric height was determined by differential leveling and
 QO2422.adjusted in June 1995.
 QO2422
 QO2422.Photographs are available for this station.
 QO2422
 QO2422.The dynamic height is computed by dividing the NAVD 88
 QO2422.geopotential number by the normal gravity value computed on the
 QO2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2422.degrees latitude (g = 980.6199 gals.).
 QO2422
 QO2422.The modeled gravity was interpolated from observed gravity values.
 QO2422
 QO2422;                    North         East    Units  Estimated Accuracy
 QO2422;SPC MN S     -   330,076.2     855,254.4     MT  (+/- 3 meters HH1 GPS) 
 QO2422
 QO2422                          SUPERSEDED SURVEY CONTROL
 QO2422
 QO2422.No superseded survey control is available for this station.
 QO2422
 QO2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7651390603(NAD 83)
 QO2422
 QO2422_MARKER: DV = VERTICAL CONTROL DISK
 QO2422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2422_SP_SET: BRIDGE ABUTMENT
 QO2422_STAMPING: 2786 AL 1 1980
 QO2422_MARK LOGO: MNDT  
 QO2422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2422+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2422
 QO2422  HISTORY     - Date     Condition        Report By
 QO2422  HISTORY     - 1980     MONUMENTED       MNDT
 QO2422  HISTORY     - 19860209 GOOD             MNDT
 QO2422  HISTORY     - 20070731 GOOD             MNDT
 QO2422  HISTORY     - 20080520 GOOD             MNDT
 QO2422
 QO2422                          STATION DESCRIPTION
 QO2422
 QO2422'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2422'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2422'SECTION 36, T119N, R21W, IN THE SOUTHWEST CORNER OF THE NORTHBOUND
 QO2422'TRUNK HIGHWAY 100 BRIDGE (NUMBER 27982) OVER TRUNK HIGHWAY 94 IN
 QO2422'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2422'DISK STAMPED---2786 AL 1 1980---, IS SET FLUSH IN A DRILL HOLE.
 QO2422
 QO2422                          STATION RECOVERY (2007)
 QO2422
 QO2422'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2422'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 QO2422'MINNEAPOLIS, 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2422'WEST OF NEW BRIGHTON.
 QO2422' 
 QO2422'TO REACH TO THE MARK AT BROOKLYN CENTER, IN SOUTHEAST CORNER OF
 QO2422'NORTHBOUND TRUNK HIGHWAY 100 BRIDGE 27982 OVER INTERSTATE HIGHWAY 694.
 QO2422
 QO2422                          STATION RECOVERY (2008)
 QO2422
 QO2422'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2422'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 QO2422'MINNEAPOLIS, 6.2 MI (10.0 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2422'WEST OF NEW BRIGHTON.
 QO2422' 
 QO2422'TO REACH TO THE MARK AT BROOKLYN CENTER, IN SOUTHEAST CORNER OF
 QO2422'NORTHBOUND TRUNK HIGHWAY 100 BRIDGE 27982 OVER INTERSTATE HIGHWAY 694.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2423 ***********************************************************************
 QO2423  DESIGNATION -  2786 AM 1
 QO2423  PID         -  QO2423
 QO2423  STATE/COUNTY-  MN/HENNEPIN
 QO2423  COUNTRY     -  US
 QO2423  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2423
 QO2423                         *CURRENT SURVEY CONTROL
 QO2423  ______________________________________________________________________
 QO2423* NAD 83(1986) POSITION- 45 04 10.     (N) 093 17 54.     (W)   SCALED    
 QO2423* NAVD 88 ORTHO HEIGHT -   266.999  (meters)     875.98  (feet) ADJUSTED  
 QO2423  ______________________________________________________________________
 QO2423  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2423  DYNAMIC HEIGHT  -        266.996 (meters)      875.97  (feet) COMP
 QO2423  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2423
 QO2423  VERT ORDER      -  SECOND    CLASS II
 QO2423
 QO2423.The horizontal coordinates were scaled from a topographic map and have
 QO2423.an estimated accuracy of +/- 6 seconds.
 QO2423.
 QO2423.The orthometric height was determined by differential leveling and
 QO2423.adjusted in June 1995.
 QO2423
 QO2423.Photographs are available for this station.
 QO2423
 QO2423.The dynamic height is computed by dividing the NAVD 88
 QO2423.geopotential number by the normal gravity value computed on the
 QO2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2423.degrees latitude (g = 980.6199 gals.).
 QO2423
 QO2423.The modeled gravity was interpolated from observed gravity values.
 QO2423
 QO2423;                    North         East    Units  Estimated Accuracy
 QO2423;SPC MN S     -   330,180.      855,260.      MT  (+/- 180 meters Scaled)
 QO2423
 QO2423                          SUPERSEDED SURVEY CONTROL
 QO2423
 QO2423.No superseded survey control is available for this station.
 QO2423
 QO2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK765907(NAD 83)
 QO2423
 QO2423_MARKER: DV = VERTICAL CONTROL DISK
 QO2423_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2423_SP_SET: BRIDGE RAILING
 QO2423_STAMPING: 2786 AM 1 1982
 QO2423_MARK LOGO: MNDT  
 QO2423_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2423+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2423
 QO2423  HISTORY     - Date     Condition        Report By
 QO2423  HISTORY     - 1982     MONUMENTED       MNDT
 QO2423  HISTORY     - 19860209 GOOD             MNDT
 QO2423  HISTORY     - 20070730 GOOD             MNDT
 QO2423  HISTORY     - 20080520 GOOD             MNDT
 QO2423
 QO2423                          STATION DESCRIPTION
 QO2423
 QO2423'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2423'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2423'SECTION 36, T119N, R21W, IN THE NORTHWEST CORNER OF THE WESTBOUND
 QO2423'TRUNK HIGHWAY 694 TO SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE (NUMBER
 QO2423'27962) OVER EASTBOUND TRUNK HIGHWAY 94 AND EASTBOUND TRUNK HIGHWAY
 QO2423'694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2423'MONUMENT DISK STAMPED---2786 AM 1 1982---, IS SET FLUSH IN THE TOP OF
 QO2423'THE CRASH RAILING IN THE NORTHWEST CORNER (ABUTMENT) OF THE BRIDGE.
 QO2423
 QO2423                          STATION RECOVERY (2007)
 QO2423
 QO2423'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2423'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2423'MINNEAPOLIS, 6.1 MI (9.8 KM) SOUTHEAST OF OSSEO AND 4.7 MI (7.6 KM)
 QO2423'WEST OF NEW BRIGHTON.
 QO2423' 
 QO2423'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF RAILING AT
 QO2423'WESTERLY OR SOUTHWEST CORNER OF SOUTH-BOUND TRUNK HIGHWAY 100 BRIDGE
 QO2423'27962 OVER EASTBOUND INTERSTATE HIGHWAY 94 AND EASTBOUND INTERSTATE
 QO2423'HIGHWAY 694, NO GPS UNDER HUMBOLDT AVENUE.
 QO2423
 QO2423                          STATION RECOVERY (2008)
 QO2423
 QO2423'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2423'THE MARK IS IN BROOKLYN CENTER, IN TOP OF RAILING AT WESTERLY OR
 QO2423'SOUTHWEST CORNER OF SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE NUMBER 27962
 QO2423'OVER EASTBOUND INTERSTATE HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY
 QO2423'694.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2424 ***********************************************************************
 QO2424  DESIGNATION -  2786 AM 2
 QO2424  PID         -  QO2424
 QO2424  STATE/COUNTY-  MN/HENNEPIN
 QO2424  COUNTRY     -  US
 QO2424  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2424
 QO2424                         *CURRENT SURVEY CONTROL
 QO2424  ______________________________________________________________________
 QO2424* NAD 83(1986) POSITION- 45 04 12.05   (N) 093 17 49.14   (W)   HD_HELD1  
 QO2424* NAVD 88 ORTHO HEIGHT -   264.238  (meters)     866.92  (feet) ADJUSTED  
 QO2424  ______________________________________________________________________
 QO2424  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2424  DYNAMIC HEIGHT  -        264.235 (meters)      866.91  (feet) COMP
 QO2424  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO2424
 QO2424  VERT ORDER      -  SECOND    CLASS II
 QO2424
 QO2424.The horizontal coordinates were established by differentially corrected
 QO2424.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2424.
 QO2424.The orthometric height was determined by differential leveling and
 QO2424.adjusted in June 1995.
 QO2424
 QO2424.Photographs are available for this station.
 QO2424
 QO2424.The dynamic height is computed by dividing the NAVD 88
 QO2424.geopotential number by the normal gravity value computed on the
 QO2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2424.degrees latitude (g = 980.6199 gals.).
 QO2424
 QO2424.The modeled gravity was interpolated from observed gravity values.
 QO2424
 QO2424;                    North         East    Units  Estimated Accuracy
 QO2424;SPC MN S     -   330,245.4     855,360.8     MT  (+/- 3 meters HH1 GPS) 
 QO2424
 QO2424                          SUPERSEDED SURVEY CONTROL
 QO2424
 QO2424.No superseded survey control is available for this station.
 QO2424
 QO2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7662190770(NAD 83)
 QO2424
 QO2424_MARKER: DV = VERTICAL CONTROL DISK
 QO2424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2424_SP_SET: BRIDGE RAILING
 QO2424_STAMPING: 2786 AM 2 1982
 QO2424_MARK LOGO: MNDT  
 QO2424_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2424+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2424
 QO2424  HISTORY     - Date     Condition        Report By
 QO2424  HISTORY     - 1982     MONUMENTED       MNDT
 QO2424  HISTORY     - 19860209 GOOD             MNDT
 QO2424  HISTORY     - 20070730 GOOD             MNDT
 QO2424  HISTORY     - 20080520 GOOD             MNDT
 QO2424
 QO2424                          STATION DESCRIPTION
 QO2424
 QO2424'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2424'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2424'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE WESTBOUND
 QO2424'TRUNK HIGHWAY 694 TO SOUTHBOUND TRUNK HIGHWAY 100 BRIDGE (NUMBER
 QO2424'27962) OVER EASTBOUND TRUNK HIGHWAY 94 AND EASTBOUND TRUNK HIGHWAY
 QO2424'694 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2424'MONUMENT DISK STAMPED---2786 AM 2 1982---, IS SET FLUSH IN A DRILL
 QO2424'HOLE IN THE TOP OF A CRASH RAILING IN THE NORTHEAST CORNER (ABUTMENT)
 QO2424'OF THE BRIDGE.
 QO2424
 QO2424                          STATION RECOVERY (2007)
 QO2424
 QO2424'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2424'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2424'MINNEAPOLIS, 6.2 MI (10.0 KM) EAST-SOUTHEAST OF OSSEO AND 4.7 MI (7.6
 QO2424'KM) WEST OF NEW BRIGHTON.
 QO2424' 
 QO2424'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2424'AT NORTHEAST CORNER OF WEST-BOUND INTERSTATE HIGHWAY 694 TO
 QO2424'SOUTH-BOUND TRUNK HIGHWAY 100 BRIDGE 27962 OVER EASTBOUND INTERSTATE
 QO2424'HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY 694.
 QO2424
 QO2424                          STATION RECOVERY (2008)
 QO2424
 QO2424'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2424'THE MARK IS IN BROOKLYN CENTER, IN THE TOP OF CRASH RAILING AT
 QO2424'NORTHEAST CORNER OF WESTBOUND INTERSTATE HIGHWAY 694 TO SOUTHBOUND
 QO2424'TRUNK HIGHWAY 100 BRIDGE NUMBER 27962 OVER EASTBOUND INTERSTATE
 QO2424'HIGHWAY 94 AND EASTBOUND INTERSTATE HIGHWAY 694.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2425 ***********************************************************************
 QO2425  DESIGNATION -  2786 AN 1
 QO2425  PID         -  QO2425
 QO2425  STATE/COUNTY-  MN/HENNEPIN
 QO2425  COUNTRY     -  US
 QO2425  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2425
 QO2425                         *CURRENT SURVEY CONTROL
 QO2425  ______________________________________________________________________
 QO2425* NAD 83(1986) POSITION- 45 04 13.2    (N) 093 17 37.6    (W)   HD_HELD2  
 QO2425* NAVD 88 ORTHO HEIGHT -   260.902  (meters)     855.98  (feet) ADJUSTED  
 QO2425  ______________________________________________________________________
 QO2425  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2425  DYNAMIC HEIGHT  -        260.900 (meters)      855.97  (feet) COMP
 QO2425  MODELED GRAVITY -    980,599.6   (mgal)                       NAVD 88
 QO2425
 QO2425  VERT ORDER      -  SECOND    CLASS II
 QO2425
 QO2425.The horizontal coordinates were established by autonomous hand held GPS
 QO2425.observations and have an estimated accuracy of +/- 10 meters.
 QO2425.
 QO2425.The orthometric height was determined by differential leveling and
 QO2425.adjusted in June 1995.
 QO2425
 QO2425.Photographs are available for this station.
 QO2425
 QO2425.The dynamic height is computed by dividing the NAVD 88
 QO2425.geopotential number by the normal gravity value computed on the
 QO2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2425.degrees latitude (g = 980.6199 gals.).
 QO2425
 QO2425.The modeled gravity was interpolated from observed gravity values.
 QO2425
 QO2425;                    North         East    Units  Estimated Accuracy
 QO2425;SPC MN S     -   330,283.      855,613.      MT  (+/- 10 meters HH2 GPS)
 QO2425
 QO2425                          SUPERSEDED SURVEY CONTROL
 QO2425
 QO2425.No superseded survey control is available for this station.
 QO2425
 QO2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7687490805(NAD 83)
 QO2425
 QO2425_MARKER: DV = VERTICAL CONTROL DISK
 QO2425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2425_SP_SET: BRIDGE RAILING
 QO2425_STAMPING: 2786 AN 1 1985
 QO2425_MARK LOGO: MNDT  
 QO2425_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2425+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2425
 QO2425  HISTORY     - Date     Condition        Report By
 QO2425  HISTORY     - 1982     MONUMENTED       MNDT
 QO2425  HISTORY     - 19860209 GOOD             MNDT
 QO2425  HISTORY     - 20070730 GOOD             MNDT
 QO2425  HISTORY     - 20080520 GOOD             MNDT
 QO2425
 QO2425                          STATION DESCRIPTION
 QO2425
 QO2425'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2425'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2425'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE DUPONT AVENUE
 QO2425'BRIDGE (NUMBER 27929) OVER TRUNK HIGHWAY 94 AND TRUNK HIGHWAY 694 IN
 QO2425'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2425'DISK STAMPED---2786 AN 1 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2425'TOP OF A CRASH RAILING IN THE NORTHEAST CORNER OF THE BRIDGE.
 QO2425
 QO2425                          STATION RECOVERY (2007)
 QO2425
 QO2425'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2425'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF
 QO2425'MINNEAPOLIS, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF OSSEO AND 4.5 MI (7.2
 QO2425'KM) WEST OF NEW BRIGHTON.
 QO2425' 
 QO2425'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2425'AT NORTHEAST CORNER OF DUPONT AVENUE BRIDGE 27929 OVER INTERSTATE
 QO2425'HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2425
 QO2425                          STATION RECOVERY (2008)
 QO2425
 QO2425'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2425'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2426 ***********************************************************************
 QO2426  DESIGNATION -  2786 AN 2
 QO2426  PID         -  QO2426
 QO2426  STATE/COUNTY-  MN/HENNEPIN
 QO2426  COUNTRY     -  US
 QO2426  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2426
 QO2426                         *CURRENT SURVEY CONTROL
 QO2426  ______________________________________________________________________
 QO2426* NAD 83(1986) POSITION- 45 04 08.1    (N) 093 17 38.0    (W)   HD_HELD2  
 QO2426* NAVD 88 ORTHO HEIGHT -   260.757  (meters)     855.50  (feet) ADJUSTED  
 QO2426  ______________________________________________________________________
 QO2426  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2426  DYNAMIC HEIGHT  -        260.755 (meters)      855.49  (feet) COMP
 QO2426  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QO2426
 QO2426  VERT ORDER      -  SECOND    CLASS II
 QO2426
 QO2426.The horizontal coordinates were established by autonomous hand held GPS
 QO2426.observations and have an estimated accuracy of +/- 10 meters.
 QO2426.
 QO2426.The orthometric height was determined by differential leveling and
 QO2426.adjusted in June 1995.
 QO2426
 QO2426.Photographs are available for this station.
 QO2426
 QO2426.The dynamic height is computed by dividing the NAVD 88
 QO2426.geopotential number by the normal gravity value computed on the
 QO2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2426.degrees latitude (g = 980.6199 gals.).
 QO2426
 QO2426.The modeled gravity was interpolated from observed gravity values.
 QO2426
 QO2426;                    North         East    Units  Estimated Accuracy
 QO2426;SPC MN S     -   330,126.      855,606.      MT  (+/- 10 meters HH2 GPS)
 QO2426
 QO2426                          SUPERSEDED SURVEY CONTROL
 QO2426
 QO2426.No superseded survey control is available for this station.
 QO2426
 QO2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7686490648(NAD 83)
 QO2426
 QO2426_MARKER: DV = VERTICAL CONTROL DISK
 QO2426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2426_SP_SET: BRIDGE RAILING
 QO2426_STAMPING: 2786 AN 2 1982
 QO2426_MARK LOGO: MNDT  
 QO2426_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2426+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2426
 QO2426  HISTORY     - Date     Condition        Report By
 QO2426  HISTORY     - 1982     MONUMENTED       MNDT
 QO2426  HISTORY     - 19860209 GOOD             MNDT
 QO2426  HISTORY     - 20070730 GOOD             MNDT
 QO2426  HISTORY     - 20080520 GOOD             MNDT
 QO2426
 QO2426                          STATION DESCRIPTION
 QO2426
 QO2426'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2426'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SW 1/4 OF
 QO2426'SECTION 36, T119N, R21W, IN THE SOUTHEAST CORNER OF THE DUPONT AVENUE
 QO2426'BRIDGE (NUMBER 27929) OVER TRUNK HIGHWAY 94 AND TRUNK HIGHWAY 694 IN
 QO2426'BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 QO2426'DISK STAMPED---2786 AN 2 1982---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2426'TOP OF A CRASH RAILING IN THE SOUTHEAST CORNER OF THE BRIDGE.
 QO2426
 QO2426                          STATION RECOVERY (2007)
 QO2426
 QO2426'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2426'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF OSSEO,
 QO2426'6.3 MI (10.1 KM) NORTH-NORTHWEST OF MINNEAPOLIS AND 4.5 MI (7.2 KM)
 QO2426'WEST OF NEW BRIGHTON.
 QO2426' 
 QO2426'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2426'AT SOUTHEAST CORNER OF DUPONT AVENUE BRIDGE 27929 OVER INTERSTATE
 QO2426'HIGHWAY 94 AND INTERSTATE HIGHWAY 694.
 QO2426
 QO2426                          STATION RECOVERY (2008)
 QO2426
 QO2426'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2426'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2428 ***********************************************************************
 QO2428  DESIGNATION -  2786 AP 2
 QO2428  PID         -  QO2428
 QO2428  STATE/COUNTY-  MN/HENNEPIN
 QO2428  COUNTRY     -  US
 QO2428  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 QO2428
 QO2428                         *CURRENT SURVEY CONTROL
 QO2428  ______________________________________________________________________
 QO2428* NAD 83(1986) POSITION- 45 04 10.59   (N) 093 17 19.18   (W)   HD_HELD1  
 QO2428* NAVD 88 ORTHO HEIGHT -   259.127  (meters)     850.15  (feet) ADJUSTED  
 QO2428  ______________________________________________________________________
 QO2428  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 QO2428  DYNAMIC HEIGHT  -        259.124 (meters)      850.14  (feet) COMP
 QO2428  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QO2428
 QO2428  VERT ORDER      -  SECOND    CLASS II
 QO2428
 QO2428.The horizontal coordinates were established by differentially corrected
 QO2428.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2428.
 QO2428.The orthometric height was determined by differential leveling and
 QO2428.adjusted in June 1995.
 QO2428
 QO2428.Photographs are available for this station.
 QO2428
 QO2428.The dynamic height is computed by dividing the NAVD 88
 QO2428.geopotential number by the normal gravity value computed on the
 QO2428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2428.degrees latitude (g = 980.6199 gals.).
 QO2428
 QO2428.The modeled gravity was interpolated from observed gravity values.
 QO2428
 QO2428;                    North         East    Units  Estimated Accuracy
 QO2428;SPC MN S     -   330,206.0     856,016.5     MT  (+/- 3 meters HH1 GPS) 
 QO2428
 QO2428                          SUPERSEDED SURVEY CONTROL
 QO2428
 QO2428.No superseded survey control is available for this station.
 QO2428
 QO2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7727690723(NAD 83)
 QO2428
 QO2428_MARKER: DV = VERTICAL CONTROL DISK
 QO2428_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QO2428_SP_SET: BRIDGE RAILING
 QO2428_STAMPING: 2786 AP 2 1982
 QO2428_MARK LOGO: MNDT  
 QO2428_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2428+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2008
 QO2428
 QO2428  HISTORY     - Date     Condition        Report By
 QO2428  HISTORY     - 1982     MONUMENTED       MNDT
 QO2428  HISTORY     - 19860209 GOOD             MNDT
 QO2428  HISTORY     - 20070731 GOOD             MNDT
 QO2428  HISTORY     - 20080520 GOOD             MNDT
 QO2428
 QO2428                          STATION DESCRIPTION
 QO2428
 QO2428'DESCRIBED BY MN DEPT OF TRANSP 1986
 QO2428'THE MARK IS LOCATED IN THE TOWN OF BROOKLYN CENTER, IN THE SE 1/4 OF
 QO2428'SECTION 36, T119N, R21W, IN THE NORTHEAST CORNER OF THE EASTBOUND
 QO2428'TRUNK HIGHWAY 694 BRIDGE (NUMBER 27734) OVER WESTBOUND TRUNK HIGHWAY
 QO2428'94 IN BROOKLYN CENTER.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO2428'MONUMENT DISK STAMPED---2786 AP 2 1982---, IS SET FLUSH IN A DRILL
 QO2428'HOLE IN THE TOP OF A CRASH RAILING IN THE NORTHEAST CORNER OF THE
 QO2428'BRIDGE.
 QO2428
 QO2428                          STATION RECOVERY (2007)
 QO2428
 QO2428'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO2428'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST-SOUTHEAST OF OSSEO,
 QO2428'6.3 MI (10.1 KM) NORTH OF MINNEAPOLIS AND 4.3 MI (6.9 KM) WEST OF NEW
 QO2428'BRIGHTON.
 QO2428' 
 QO2428'TO REACH TO THE MARK AT BROOKLYN CENTER, IN THE TOP OF CRASH RAILING
 QO2428'AT NORTHEAST CORNER OF EASTBOUND INTERSTATE HIGHWAY 694 BRIDGE 27734
 QO2428'OVER WEST-BOUND INTERSTATE HIGHWAY 94.
 QO2428
 QO2428                          STATION RECOVERY (2008)
 QO2428
 QO2428'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 QO2428'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6725 ***********************************************************************
 DL6725  DESIGNATION -  2786 BD
 DL6725  PID         -  DL6725
 DL6725  STATE/COUNTY-  MN/HENNEPIN
 DL6725  COUNTRY     -  US
 DL6725  USGS QUAD   -  MINNEAPOLIS NORTH (1993)
 DL6725
 DL6725                         *CURRENT SURVEY CONTROL
 DL6725  ______________________________________________________________________
 DL6725* NAD 83(2007) POSITION- 45 04 16.59933(N) 093 18 34.77512(W)   ADJUSTED  
 DL6725* NAD 83(2007) ELLIP HT-   230.921 (meters)        (03/18/10)   ADJUSTED
 DL6725* NAD 83(2007) EPOCH   -  2002.00
 DL6725* NAVD 88 ORTHO HEIGHT -   258.12   (meters)     846.8   (feet) LEVELING  
 DL6725  ______________________________________________________________________
 DL6725  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DL6725  NAD 83(2007) X  -   -260,496.943 (meters)                     COMP
 DL6725  NAD 83(2007) Y  - -4,504,623.480 (meters)                     COMP
 DL6725  NAD 83(2007) Z  -  4,493,109.585 (meters)                     COMP
 DL6725  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC09
 DL6725  HORZ ORDER      -  FIRST
 DL6725  VERT ORDER      -  THIRD ?
 DL6725  ELLP ORDER      -  THIRD     CLASS II
 DL6725
 DL6725.The horizontal coordinates were established by GPS observations
 DL6725.and adjusted by the MN DEPT OF TRANSP in March 2010.
 DL6725
 DL6725.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6725.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6725
 DL6725.The horizontal coordinates are valid at the epoch date displayed above
 DL6725.which is a decimal equivalence of Year/Month/Day.
 DL6725
 DL6725.The orthometric height was determined by differential leveling.
 DL6725.The vertical network tie was performed by a horz. field party for horz.
 DL6725.obs reductions. Reset procedures were used to establish the elevation.
 DL6725
 DL6725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6725
 DL6725.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6725
 DL6725.The ellipsoidal height was determined by GPS observations
 DL6725.and is referenced to NAD 83.
 DL6725
 DL6725. The following values were computed from the NAD 83(2007) position.
 DL6725
 DL6725;                    North         East     Units Scale Factor Converg.
 DL6725;SPC MN S     -   330,377.307   854,361.418   MT  0.99997148   +0 29 02.0
 DL6725;SPC MN S     - 1,083,912.88  2,803,017.42   sFT  0.99997148   +0 29 02.0
 DL6725;UTM  15      - 4,990,915.122   475,624.353   MT  0.99960731   -0 13 09.2
 DL6725
 DL6725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6725!SPC MN S     -   0.99996380  x   0.99997148  =   0.99993528
 DL6725!UTM  15      -   0.99996380  x   0.99960731  =   0.99957112
 DL6725
 DL6725                          SUPERSEDED SURVEY CONTROL
 DL6725
 DL6725.No superseded survey control is available for this station.
 DL6725
 DL6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7562490915(NAD 83)
 DL6725
 DL6725_MARKER: DV = VERTICAL CONTROL DISK
 DL6725_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL6725_SP_SET: BRIDGE ABUTMENT
 DL6725_STAMPING: 2786 BD 1988
 DL6725_MARK LOGO: MNDT  
 DL6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6725+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DL6725
 DL6725  HISTORY     - Date     Condition        Report By
 DL6725  HISTORY     - 19880401 MONUMENTED       MNDT
 DL6725  HISTORY     - 20080528 GOOD             MNDT
 DL6725  HISTORY     - 20080612 GOOD             MNDT
 DL6725
 DL6725                          STATION DESCRIPTION
 DL6725
 DL6725'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DL6725'RECOVERED AS DESCRIBED.
 DL6725
 DL6725                          STATION RECOVERY (2008)
 DL6725
 DL6725'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DL6725'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL6725'THE MARK IS IN BROOKLYN CENTER, 1.2 MILES EAST ALONG INTERSTATE
 DL6725'HIGHWAY 94 FROM JUNCTION OF INTERSTATE HIGHWAY 94 AND BROOKLYN
 DL6725'BOULEVARD (COUNTY ROAD 152), AT INTERSTATE HIGHWAY 94 MILEPOINT 24.65,
 DL6725'IN WING WALL IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 94 BRIDGE
 DL6725'NUMBER 27909 OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0568 ***********************************************************************
 QO0568  DESIGNATION -  2786 CC
 QO0568  PID         -  QO0568
 QO0568  STATE/COUNTY-  MN/HENNEPIN
 QO0568  COUNTRY     -  US
 QO0568  USGS QUAD   -  OSSEO (1993)
 QO0568
 QO0568                         *CURRENT SURVEY CONTROL
 QO0568  ______________________________________________________________________
 QO0568* NAD 83(1986) POSITION- 45 05 06.     (N) 093 24 31.     (W)   SCALED    
 QO0568* NAVD 88 ORTHO HEIGHT -   270.363  (meters)     887.02  (feet) ADJUSTED  
 QO0568  ______________________________________________________________________
 QO0568  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 QO0568  DYNAMIC HEIGHT  -        270.356 (meters)      886.99  (feet) COMP
 QO0568  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 QO0568
 QO0568  VERT ORDER      -  SECOND    CLASS 0
 QO0568
 QO0568.The horizontal coordinates were scaled from a topographic map and have
 QO0568.an estimated accuracy of +/- 6 seconds.
 QO0568.
 QO0568.The orthometric height was determined by differential leveling and
 QO0568.adjusted in June 1991.
 QO0568
 QO0568.The dynamic height is computed by dividing the NAVD 88
 QO0568.geopotential number by the normal gravity value computed on the
 QO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0568.degrees latitude (g = 980.6199 gals.).
 QO0568
 QO0568.The modeled gravity was interpolated from observed gravity values.
 QO0568
 QO0568;                    North         East    Units  Estimated Accuracy
 QO0568;SPC MN S     -   331,840.      846,560.      MT  (+/- 180 meters Scaled)
 QO0568
 QO0568                          SUPERSEDED SURVEY CONTROL
 QO0568
 QO0568  NGVD 29 (??/??/92)  270.307  (m)          886.83   (f) ADJ UNCH    2 0
 QO0568
 QO0568.Superseded values are not recommended for survey control.
 QO0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0568.See file dsdata.txt to determine how the superseded data were derived.
 QO0568
 QO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK678924(NAD 83)
 QO0568
 QO0568_MARKER: DD = SURVEY DISK
 QO0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0568_SP_SET: MONUMENT
 QO0568_STAMPING: 2786-CC 1970
 QO0568_MARK LOGO: MNHD  
 QO0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0568
 QO0568  HISTORY     - Date     Condition        Report By
 QO0568  HISTORY     - 1970     MONUMENTED       MNDT
 QO0568  HISTORY     - 1977     GOOD             MNDT
 QO0568  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 QO0568
 QO0568                          STATION DESCRIPTION
 QO0568
 QO0568'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0568'IN MAPLE GROVE.
 QO0568'MARK IS LOCATED ABOUT 0.3 MILES WEST OF COUNTY ROAD 18, 98 FEET SOUTH
 QO0568'OF FAI 94 STATION 956+48 4.0 FEET SOUTH OF THE SOUTH R/W FENCES, 1.0
 QO0568'FEET NORTH OF ST. WITNESS POST AND 18.0 FEET NORTHEAST OF A POWER
 QO0568'POLE, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 1
 QO0568'INCH ABOVE GROUND.  SE 1/4 SECTION 25, T 119 N, R 22 W.
 QO0568
 QO0568                          STATION RECOVERY (1977)
 QO0568
 QO0568'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0568'THE MARK WAS FOUND AS DESCRIBED, 1.7 MILES EAST ALONG FAI 94 FROM THE
 QO0568'JUNCTION OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 0.3 MILE WEST OF
 QO0568'COUNTY ROAD 18. IT IS 98 FT. SOUTH OF FAI 94 AT MILEPOINT 29.7
 QO0568'ENGINEER STATION 956 AND 48, 57 FT. SOUTH SOUTHWEST OF AND 3 FT.
 QO0568'HIGHER THAN THE CENTER OF THE FAI 94 EASTBOUND EXIT RAMP TO SOUTHBOUND
 QO0568'COUNTY ROAD 18 EXIT 29A AND 18.0 FT. NORTHEAST OF A POWER POLE WITH
 QO0568'A TRANSFORMER. IT IS 1.0 FT. NORTH OF A STEEL WITNESS POST.
 QO0568
 QO0568                          STATION RECOVERY (2007)
 QO0568
 QO0568'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0568'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0569 ***********************************************************************
 QO0569  DESIGNATION -  2786 DD
 QO0569  PID         -  QO0569
 QO0569  STATE/COUNTY-  MN/HENNEPIN
 QO0569  COUNTRY     -  US
 QO0569  USGS QUAD   -  OSSEO (1993)
 QO0569
 QO0569                         *CURRENT SURVEY CONTROL
 QO0569  ______________________________________________________________________
 QO0569* NAD 83(1986) POSITION- 45 05 13.     (N) 093 24 54.     (W)   SCALED    
 QO0569* NAVD 88 ORTHO HEIGHT -   276.779  (meters)     908.07  (feet) ADJUSTED  
 QO0569  ______________________________________________________________________
 QO0569  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 QO0569  DYNAMIC HEIGHT  -        276.771 (meters)      908.04  (feet) COMP
 QO0569  MODELED GRAVITY -    980,579.4   (mgal)                       NAVD 88
 QO0569
 QO0569  VERT ORDER      -  SECOND    CLASS 0
 QO0569
 QO0569.The horizontal coordinates were scaled from a topographic map and have
 QO0569.an estimated accuracy of +/- 6 seconds.
 QO0569.
 QO0569.The orthometric height was determined by differential leveling and
 QO0569.adjusted in June 1991.
 QO0569
 QO0569.The dynamic height is computed by dividing the NAVD 88
 QO0569.geopotential number by the normal gravity value computed on the
 QO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0569.degrees latitude (g = 980.6199 gals.).
 QO0569
 QO0569.The modeled gravity was interpolated from observed gravity values.
 QO0569
 QO0569;                    North         East    Units  Estimated Accuracy
 QO0569;SPC MN S     -   332,050.      846,050.      MT  (+/- 180 meters Scaled)
 QO0569
 QO0569                          SUPERSEDED SURVEY CONTROL
 QO0569
 QO0569  NGVD 29 (??/??/92)  276.721  (m)          907.88   (f) ADJ UNCH    2 0
 QO0569
 QO0569.Superseded values are not recommended for survey control.
 QO0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0569.See file dsdata.txt to determine how the superseded data were derived.
 QO0569
 QO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK673926(NAD 83)
 QO0569
 QO0569_MARKER: DD = SURVEY DISK
 QO0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0569_SP_SET: MONUMENT
 QO0569_STAMPING: 2786-DD
 QO0569_MARK LOGO: MNHD  
 QO0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0569
 QO0569  HISTORY     - Date     Condition        Report By
 QO0569  HISTORY     - UNK      MONUMENTED       MNDT
 QO0569  HISTORY     - 1970     GOOD             MNDT
 QO0569  HISTORY     - 1977     MARK NOT FOUND   MNDT
 QO0569  HISTORY     - 20070730 MARK NOT FOUND   MNDT
 QO0569
 QO0569                          STATION DESCRIPTION
 QO0569
 QO0569'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0569'IN MAPLE GROVE.
 QO0569'MARK IS LOCATED ABOUT 0.6 MILES WEST OF COUNTY ROAD 18, 85 FEET NORTH
 QO0569'OF FAI 94 10.5 FEET SOUTH OF THE NORTH R/W FENCE AND 1.0 FEET SOUTH OF
 QO0569'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT CONCRETE MONUMENT FLUSH
 QO0569'WITH THE GROUND.  SW 1/4 SECTION 25, T 119 N, R 22 W.
 QO0569
 QO0569                          STATION RECOVERY (1977)
 QO0569
 QO0569'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0569'THE WITNESS POST IS MISSING AND THE REMAINING TIES ARE INSUFFICIENT.
 QO0569
 QO0569                          STATION RECOVERY (2007)
 QO0569
 QO0569'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0569'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0574 ***********************************************************************
 QO0574  DESIGNATION -  2786 FF
 QO0574  PID         -  QO0574
 QO0574  STATE/COUNTY-  MN/HENNEPIN
 QO0574  COUNTRY     -  US
 QO0574  USGS QUAD   -  OSSEO (1993)
 QO0574
 QO0574                         *CURRENT SURVEY CONTROL
 QO0574  ______________________________________________________________________
 QO0574* NAD 83(1986) POSITION- 45 05 24.     (N) 093 26 13.     (W)   SCALED    
 QO0574* NAVD 88 ORTHO HEIGHT -   281.403  (meters)     923.24  (feet) ADJUSTED  
 QO0574  ______________________________________________________________________
 QO0574  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 QO0574  DYNAMIC HEIGHT  -        281.393 (meters)      923.20  (feet) COMP
 QO0574  MODELED GRAVITY -    980,570.9   (mgal)                       NAVD 88
 QO0574
 QO0574  VERT ORDER      -  SECOND    CLASS 0
 QO0574
 QO0574.The horizontal coordinates were scaled from a topographic map and have
 QO0574.an estimated accuracy of +/- 6 seconds.
 QO0574.
 QO0574.The orthometric height was determined by differential leveling and
 QO0574.adjusted in June 1991.
 QO0574
 QO0574.The dynamic height is computed by dividing the NAVD 88
 QO0574.geopotential number by the normal gravity value computed on the
 QO0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0574.degrees latitude (g = 980.6199 gals.).
 QO0574
 QO0574.The modeled gravity was interpolated from observed gravity values.
 QO0574
 QO0574;                    North         East    Units  Estimated Accuracy
 QO0574;SPC MN S     -   332,380.      844,320.      MT  (+/- 180 meters Scaled)
 QO0574
 QO0574                          SUPERSEDED SURVEY CONTROL
 QO0574
 QO0574  NGVD 29 (??/??/92)  281.337  (m)          923.02   (f) ADJ UNCH    2 0
 QO0574
 QO0574.Superseded values are not recommended for survey control.
 QO0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0574.See file dsdata.txt to determine how the superseded data were derived.
 QO0574
 QO0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK656930(NAD 83)
 QO0574
 QO0574_MARKER: DD = SURVEY DISK
 QO0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0574_SP_SET: MONUMENT
 QO0574_STAMPING: 2786-FF 1970
 QO0574_MARK LOGO: MNHD  
 QO0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0574+STABILITY: SURFACE MOTION
 QO0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0574+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 QO0574
 QO0574  HISTORY     - Date     Condition        Report By
 QO0574  HISTORY     - 1970     MONUMENTED       MNDT
 QO0574  HISTORY     - 1977     GOOD             MNDT
 QO0574  HISTORY     - 1989     GOOD             MNDT
 QO0574  HISTORY     - 20020928 GOOD             USPSQD
 QO0574  HISTORY     - 20071003 MARK NOT FOUND   MNDT
 QO0574
 QO0574                          STATION DESCRIPTION
 QO0574
 QO0574'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0574'IN MAPLE GROVE.
 QO0574'MARK IS LOCATED ABOUT 700 FEET EAST OF THE JUNCTION OF FAI 494 AND FAI
 QO0574'94 AT STATION 2144+50, 68.0 FEET NORTH OF W.B. FAI 94 C/L, 30.0 FEET
 QO0574'SOUTH OF NORTH R/W FENCE 1.0 FEET SOUTH OF A STEEL WITNESS POST, IN
 QO0574'THE TOP OF A STEEL 6 FOOT CONCRETE MONUMENT.  NE 1/4 SECTION 27, T 119
 QO0574'N, R 22 W.
 QO0574
 QO0574                          STATION RECOVERY (1977)
 QO0574
 QO0574'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0574'THE MARK WAS FOUND AS DESCRIBED, 0.15 MILE EAST ALONG FAI 94 FROM THE
 QO0574'JUNCTION OF FAI 94 AND FAI 494 IN MAPLE GROVE AND 0.2 MILE WEST OF THE
 QO0574'COUNTY ROAD 61 BRIDGE. IT IS ABOUT 100 FT. NORTH OF A POINT 525 FT.
 QO0574'EAST OF THE WEST END OF A CONCRETE FAI 94 MEDIAN DIVIDER, 56.5 FT.
 QO0574'NORTH OF AND 1 FT. LOWER THAN THE NORTH EDGE OF THE CONCRETE PAVEMENT
 QO0574'OF WESTBOUND FAI 94 AT MILEPOINT 28.3 (ENGINEER STATION 2144+50),
 QO0574'113.2 FT. WEST NORTHWEST OF THE NORTHWEST BOLT OF THE CONCRETE BASE
 QO0574'OF THE NORTH LEG OF FAI 94 WESTBOUND SIGN (EXIT 27, 494-94) AND 30.6
 QO0574'FEET SOUTH OF THE RIGHT-OF-WAY FENCE. IT IS 1.2 FT. SOUTH OF A STEEL
 QO0574'WITNESS POST.
 QO0574
 QO0574                          STATION RECOVERY (1989)
 QO0574
 QO0574'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 QO0574'RECOVERED IN GOOD CONDITION.
 QO0574
 QO0574                          STATION RECOVERY (2002)
 QO0574
 QO0574'RECOVERY NOTE BY US POWER SQUADRON 2002 (NDM)
 QO0574'RECOVERED IN GOOD CONDITION.
 QO0574
 QO0574                          STATION RECOVERY (2007)
 QO0574
 QO0574'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0574'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2317 ***********************************************************************
 DJ2317  DESIGNATION -  2789 A
 DJ2317  PID         -  DJ2317
 DJ2317  STATE/COUNTY-  MN/HENNEPIN
 DJ2317  COUNTRY     -  US
 DJ2317  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2317
 DJ2317                         *CURRENT SURVEY CONTROL
 DJ2317  ______________________________________________________________________
 DJ2317* NAD 83(1986) POSITION- 44 58 09.     (N) 093 18 13.     (W)   SCALED    
 DJ2317* NAVD 88 ORTHO HEIGHT -   267.259  (meters)     876.83  (feet) ADJUSTED  
 DJ2317  ______________________________________________________________________
 DJ2317  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DJ2317  DYNAMIC HEIGHT  -        267.253 (meters)      876.81  (feet) COMP
 DJ2317  MODELED GRAVITY -    980,585.3   (mgal)                       NAVD 88
 DJ2317
 DJ2317  VERT ORDER      -  SECOND    CLASS II
 DJ2317
 DJ2317.The horizontal coordinates were scaled from a topographic map and have
 DJ2317.an estimated accuracy of +/- 6 seconds.
 DJ2317.
 DJ2317.The orthometric height was determined by differential leveling and
 DJ2317.adjusted in May 2010.
 DJ2317
 DJ2317.The dynamic height is computed by dividing the NAVD 88
 DJ2317.geopotential number by the normal gravity value computed on the
 DJ2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2317.degrees latitude (g = 980.6199 gals.).
 DJ2317
 DJ2317.The modeled gravity was interpolated from observed gravity values.
 DJ2317
 DJ2317;                    North         East    Units  Estimated Accuracy
 DJ2317;SPC MN S     -   319,030.      854,930.      MT  (+/- 180 meters Scaled)
 DJ2317
 DJ2317                          SUPERSEDED SURVEY CONTROL
 DJ2317
 DJ2317.No superseded survey control is available for this station.
 DJ2317
 DJ2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK760795(NAD 83)
 DJ2317
 DJ2317_MARKER: DV = VERTICAL CONTROL DISK
 DJ2317_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2317_SP_SET: RETAINING WALL
 DJ2317_STAMPING: 2789 A 1988
 DJ2317_MARK LOGO: MNDT  
 DJ2317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2317+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1993
 DJ2317
 DJ2317  HISTORY     - Date     Condition        Report By
 DJ2317  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2317  HISTORY     - 19930507 GOOD             MNDT
 DJ2317
 DJ2317                          STATION DESCRIPTION
 DJ2317
 DJ2317'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2317'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.9 MILES EAST ALONG
 DJ2317'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2317'TRUNK HIGHWAY 100, NEAR THE SOUTHEAST END OF BRIDGE NUMBER 27770
 DJ2317'(INTERSTATE HIGHWAY 394 OVER THE RAILROAD TRACKS) AND IN THE SOUTHWES
 DJ2317'1/4 OF SECTION 28, T29N, R24W.  THE MARK, A STANDARD MNDT ALUMINUM
 DJ2317'VERTICAL CONTROL MONUMENT DISK STAMPED---2789 A 1988---, IS SET IN THE
 DJ2317'TOP OF A CONCRETE RETAINING WALL, AT THE SIDEWALK LEVEL AT THE
 DJ2317'SOUTHEAST CORNER OF THE BRIDGE.
 DJ2317
 DJ2317                          STATION RECOVERY (1993)
 DJ2317
 DJ2317'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2317'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2304 ***********************************************************************
 DJ2304  DESIGNATION -  2789 AA
 DJ2304  PID         -  DJ2304
 DJ2304  STATE/COUNTY-  MN/HENNEPIN
 DJ2304  COUNTRY     -  US
 DJ2304  USGS QUAD   -  HOPKINS (1993)
 DJ2304
 DJ2304                         *CURRENT SURVEY CONTROL
 DJ2304  ______________________________________________________________________
 DJ2304* NAD 83(1986) POSITION- 44 58 14.11   (N) 093 28 10.27   (W)   HD_HELD1  
 DJ2304* NAVD 88 ORTHO HEIGHT -   306.313  (meters)    1004.96  (feet) ADJUSTED  
 DJ2304  ______________________________________________________________________
 DJ2304  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DJ2304  DYNAMIC HEIGHT  -        306.310 (meters)     1004.95  (feet) COMP
 DJ2304  MODELED GRAVITY -    980,595.8   (mgal)                       NAVD 88
 DJ2304
 DJ2304  VERT ORDER      -  SECOND    CLASS I
 DJ2304
 DJ2304.The horizontal coordinates were established by differentially corrected
 DJ2304.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2304.
 DJ2304.The orthometric height was determined by differential leveling and
 DJ2304.adjusted in May 2010.
 DJ2304
 DJ2304.Photographs are available for this station.
 DJ2304
 DJ2304.The dynamic height is computed by dividing the NAVD 88
 DJ2304.geopotential number by the normal gravity value computed on the
 DJ2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2304.degrees latitude (g = 980.6199 gals.).
 DJ2304
 DJ2304.The modeled gravity was interpolated from observed gravity values.
 DJ2304
 DJ2304;                    North         East    Units  Estimated Accuracy
 DJ2304;SPC MN S     -   319,093.9     841,846.0     MT  (+/- 3 meters HH1 GPS) 
 DJ2304
 DJ2304                          SUPERSEDED SURVEY CONTROL
 DJ2304
 DJ2304.No superseded survey control is available for this station.
 DJ2304
 DJ2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6297579790(NAD 83)
 DJ2304
 DJ2304_MARKER: DV = VERTICAL CONTROL DISK
 DJ2304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2304_SP_SET: BRIDGE RAILING
 DJ2304_STAMPING: 2789 AA 1988
 DJ2304_MARK LOGO: MNDT  
 DJ2304_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2304+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 DJ2304
 DJ2304  HISTORY     - Date     Condition        Report By
 DJ2304  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2304  HISTORY     - 19940323 GOOD             MNDT
 DJ2304  HISTORY     - 20070313 GOOD             MNDT
 DJ2304  HISTORY     - 20080529 GOOD             MNDT
 DJ2304
 DJ2304                          STATION DESCRIPTION
 DJ2304
 DJ2304'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2304'THE MARK IS LOCATED IN THE CITY OF MINNETONKA 0.5 MILE WEST ALONG
 DJ2304'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494.  THE
 DJ2304'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2304'STAMPED---2789 AA 1988---, IS SET IN THE SIDEWALK OF THE BRIDGE
 DJ2304'ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 27655 (CARLSON
 DJ2304'PARKWAY OVER TRUNK HIGHWAY 12).
 DJ2304
 DJ2304                          STATION RECOVERY (1994)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2304'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2304
 DJ2304                          STATION RECOVERY (2007)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DJ2304'RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW.  BEHIND STEEL
 DJ2304'RAILING, 0.5 FEET (15.2 CM) FROM END OF RAILING.  DISK SET IN BRIDGE
 DJ2304'WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN 1988.
 DJ2304
 DJ2304                          STATION RECOVERY (2008)
 DJ2304
 DJ2304'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DJ2304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2305 ***********************************************************************
 DJ2305  DESIGNATION -  2789 AB
 DJ2305  PID         -  DJ2305
 DJ2305  STATE/COUNTY-  MN/HENNEPIN
 DJ2305  COUNTRY     -  US
 DJ2305  USGS QUAD   -  HOPKINS (1993)
 DJ2305
 DJ2305                         *CURRENT SURVEY CONTROL
 DJ2305  ______________________________________________________________________
 DJ2305* NAD 83(1986) POSITION- 44 58 14.94   (N) 093 28 42.05   (W)   HD_HELD1  
 DJ2305* NAVD 88 ORTHO HEIGHT -   292.265  (meters)     958.87  (feet) ADJUSTED  
 DJ2305  ______________________________________________________________________
 DJ2305  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DJ2305  DYNAMIC HEIGHT  -        292.262 (meters)      958.86  (feet) COMP
 DJ2305  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DJ2305
 DJ2305  VERT ORDER      -  SECOND    CLASS I
 DJ2305
 DJ2305.The horizontal coordinates were established by differentially corrected
 DJ2305.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2305.
 DJ2305.The orthometric height was determined by differential leveling and
 DJ2305.adjusted in May 2010.
 DJ2305
 DJ2305.Photographs are available for this station.
 DJ2305
 DJ2305.The dynamic height is computed by dividing the NAVD 88
 DJ2305.geopotential number by the normal gravity value computed on the
 DJ2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2305.degrees latitude (g = 980.6199 gals.).
 DJ2305
 DJ2305.The modeled gravity was interpolated from observed gravity values.
 DJ2305
 DJ2305;                    North         East    Units  Estimated Accuracy
 DJ2305;SPC MN S     -   319,115.0     841,149.4     MT  (+/- 3 meters HH1 GPS) 
 DJ2305
 DJ2305                          SUPERSEDED SURVEY CONTROL
 DJ2305
 DJ2305.No superseded survey control is available for this station.
 DJ2305
 DJ2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6227979819(NAD 83)
 DJ2305
 DJ2305_MARKER: B = BOLT
 DJ2305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ2305_SP_SET: CONCRETE FOOTING
 DJ2305_STAMPING: UNSTAMPED
 DJ2305_MARK LOGO: MNDT  
 DJ2305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2305+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 DJ2305
 DJ2305  HISTORY     - Date     Condition        Report By
 DJ2305  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2305  HISTORY     - 19930505 GOOD             MNDT
 DJ2305  HISTORY     - 20070313 GOOD             MNDT
 DJ2305  HISTORY     - 20080529 GOOD             MNDT
 DJ2305
 DJ2305                          STATION DESCRIPTION
 DJ2305
 DJ2305'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2305'THE MARK IS LOCATED IN THE CITY OF MINNETONKA 0.7 MILE WEST ALONG
 DJ2305'TRUNK HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT
 DJ2305'MILEPOINT 156.3 AND IN THE SW 1/4 OF SECTION 4, T117N, R22W.  THE
 DJ2305'MARK, A CHISLED X ON THE TOP OF A BOLT (UNSTAMPED), IS THE NORTHEAST
 DJ2305'BOLT IN THE CONCRETE BASE OF AN OVERHEAD SIGN SOUTH OF EASTBOUND 394.
 DJ2305
 DJ2305                          STATION RECOVERY (1993)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2305'MARK RECOVERED AS FORMERLY DESCRIBED.
 DJ2305
 DJ2305                          STATION RECOVERY (2007)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (FAD)
 DJ2305'RECOVERED AS DESCRIBED.
 DJ2305
 DJ2305                          STATION RECOVERY (2008)
 DJ2305
 DJ2305'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PJG)
 DJ2305'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF EXCELSIOR, 5.4
 DJ2305'MI (8.7 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.2 MI (5.1 KM)
 DJ2305'NORTH-NORTHWEST OF HOPKINS.
 DJ2305' 
 DJ2305'TO REACH TO THE MARK AT MINNETONKA, GO 0.7 MI (1.1 KM) WEST OF THE
 DJ2305'JUNCTION OF TRUNK HIGHWAY 12-INTERSTATE (30 CM) HIGHWAY 394 AND
 DJ2305'INTERSTATE HIGHWAY 494, AT TRUNK HIGHWAY 12 MILE POINT 156.3, STATION
 DJ2305'IS CHISELED X ON NORTHEAST BOLT IN CONCRETE BASE OF OVERHEAD SIGN
 DJ2305'(EXIT 1A) SOUTH OF EASTBOUND TRUNK HIGHWAY 12 ON EXIT TO CARLSON
 DJ2305'PARKWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2306 ***********************************************************************
 DJ2306  DESIGNATION -  2789 AC
 DJ2306  PID         -  DJ2306
 DJ2306  STATE/COUNTY-  MN/HENNEPIN
 DJ2306  COUNTRY     -  US
 DJ2306  USGS QUAD   -  HOPKINS (1993)
 DJ2306
 DJ2306                         *CURRENT SURVEY CONTROL
 DJ2306  ______________________________________________________________________
 DJ2306* NAD 83(1986) POSITION- 44 58 15.     (N) 093 28 52.     (W)   SCALED    
 DJ2306* NAVD 88 ORTHO HEIGHT -   289.929  (meters)     951.21  (feet) ADJUSTED  
 DJ2306  ______________________________________________________________________
 DJ2306  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DJ2306  DYNAMIC HEIGHT  -        289.925 (meters)      951.20  (feet) COMP
 DJ2306  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DJ2306
 DJ2306  VERT ORDER      -  SECOND    CLASS I
 DJ2306
 DJ2306.The horizontal coordinates were scaled from a topographic map and have
 DJ2306.an estimated accuracy of +/- 6 seconds.
 DJ2306.
 DJ2306.The orthometric height was determined by differential leveling and
 DJ2306.adjusted in May 2010.
 DJ2306
 DJ2306.The dynamic height is computed by dividing the NAVD 88
 DJ2306.geopotential number by the normal gravity value computed on the
 DJ2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2306.degrees latitude (g = 980.6199 gals.).
 DJ2306
 DJ2306.The modeled gravity was interpolated from observed gravity values.
 DJ2306
 DJ2306;                    North         East    Units  Estimated Accuracy
 DJ2306;SPC MN S     -   319,120.      840,930.      MT  (+/- 180 meters Scaled)
 DJ2306
 DJ2306                          SUPERSEDED SURVEY CONTROL
 DJ2306
 DJ2306.No superseded survey control is available for this station.
 DJ2306
 DJ2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK620798(NAD 83)
 DJ2306
 DJ2306_MARKER: B = BOLT
 DJ2306_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2306+WITH SETTING: PAVEMENT
 DJ2306_SP_SET: SIGN BASE
 DJ2306_STAMPING: 2789 AC 1988
 DJ2306_MARK LOGO: MNDT  
 DJ2306_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2306+STABILITY: SURFACE MOTION
 DJ2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2306+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2306
 DJ2306  HISTORY     - Date     Condition        Report By
 DJ2306  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2306  HISTORY     - 19930505 GOOD             MNDT
 DJ2306
 DJ2306                          STATION DESCRIPTION
 DJ2306
 DJ2306'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2306'THE MARK IS LOCATED IN THE CITY OF WAYZATA 0.9 MILE WEST ALONG TRUNK
 DJ2306'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494, AT MILEPOINT
 DJ2306'156.1 AND IN THE SW 1/4 OF SECTION 4, T117N, R22W.  THE MARK, A
 DJ2306'CHISLED X ON THE TOP OF A BOLT (UNSTAMPED), IS THE NORTHEAST BOLT IN
 DJ2306'THE CONCRETE BASE OF AN OVERHEAD SIGN SOUTH OF EASTBOUND 394.
 DJ2306
 DJ2306                          STATION RECOVERY (1993)
 DJ2306
 DJ2306'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2306'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2307 ***********************************************************************
 DJ2307  DESIGNATION -  2789 AD
 DJ2307  PID         -  DJ2307
 DJ2307  STATE/COUNTY-  MN/HENNEPIN
 DJ2307  COUNTRY     -  US
 DJ2307  USGS QUAD   -  HOPKINS (1993)
 DJ2307
 DJ2307                         *CURRENT SURVEY CONTROL
 DJ2307  ______________________________________________________________________
 DJ2307* NAD 83(1986) POSITION- 44 58 14.98   (N) 093 29 16.43   (W)   HD_HELD1  
 DJ2307* NAVD 88 ORTHO HEIGHT -   296.525  (meters)     972.85  (feet) ADJUSTED  
 DJ2307  ______________________________________________________________________
 DJ2307  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DJ2307  DYNAMIC HEIGHT  -        296.521 (meters)      972.84  (feet) COMP
 DJ2307  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 DJ2307
 DJ2307  VERT ORDER      -  SECOND    CLASS I
 DJ2307
 DJ2307.The horizontal coordinates were established by differentially corrected
 DJ2307.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2307.
 DJ2307.The orthometric height was determined by differential leveling and
 DJ2307.adjusted in May 2010.
 DJ2307
 DJ2307.The dynamic height is computed by dividing the NAVD 88
 DJ2307.geopotential number by the normal gravity value computed on the
 DJ2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2307.degrees latitude (g = 980.6199 gals.).
 DJ2307
 DJ2307.The modeled gravity was interpolated from observed gravity values.
 DJ2307
 DJ2307;                    North         East    Units  Estimated Accuracy
 DJ2307;SPC MN S     -   319,111.5     840,396.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2307
 DJ2307                          SUPERSEDED SURVEY CONTROL
 DJ2307
 DJ2307.No superseded survey control is available for this station.
 DJ2307
 DJ2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6152679825(NAD 83)
 DJ2307
 DJ2307_MARKER: B = BOLT
 DJ2307_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2307+WITH SETTING: PAVEMENT
 DJ2307_SP_SET: SIGN BASE
 DJ2307_STAMPING: 2789 AD 1988
 DJ2307_MARK LOGO: MNDT  
 DJ2307_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2307+STABILITY: SURFACE MOTION
 DJ2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2307+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2307
 DJ2307  HISTORY     - Date     Condition        Report By
 DJ2307  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2307  HISTORY     - 19930505 GOOD             MNDT
 DJ2307
 DJ2307                          STATION DESCRIPTION
 DJ2307
 DJ2307'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2307'THE MARK IS LOCATED IN THE CITY OF WAYZATA 1.3 MILE WEST ALONG TRUNK
 DJ2307'HIGHWAY 12 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 494.  THE MARK IS
 DJ2307'A CHISELED X IN THE TOP OF THE NORTHEAST BOLT (UNSTAMPED) IN THE
 DJ2307'CONCRETE BASE OF OF THE OVERHEAD SIGN ON THE SOUTH EDGE OF EASTBOUND
 DJ2307'394 AT HIGHWAY 12 MILEPOINT 155.9.
 DJ2307
 DJ2307                          STATION RECOVERY (1993)
 DJ2307
 DJ2307'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2307'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6314 ***********************************************************************
 DK6314  DESIGNATION -  2789 AE
 DK6314  PID         -  DK6314
 DK6314  STATE/COUNTY-  MN/HENNEPIN
 DK6314  COUNTRY     -  US
 DK6314  USGS QUAD   -  HOPKINS (1993)
 DK6314
 DK6314                         *CURRENT SURVEY CONTROL
 DK6314  ______________________________________________________________________
 DK6314* NAD 83(1986) POSITION- 44 58 19.02   (N) 093 29 35.41   (W)   HD_HELD1  
 DK6314* NAVD 88 ORTHO HEIGHT -   301.168  (meters)     988.08  (feet) ADJUSTED  
 DK6314  ______________________________________________________________________
 DK6314  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DK6314  DYNAMIC HEIGHT  -        301.164 (meters)      988.07  (feet) COMP
 DK6314  MODELED GRAVITY -    980,594.3   (mgal)                       NAVD 88
 DK6314
 DK6314  VERT ORDER      -  SECOND    CLASS I
 DK6314
 DK6314.The horizontal coordinates were established by differentially corrected
 DK6314.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6314.
 DK6314.The orthometric height was determined by differential leveling and
 DK6314.adjusted in May 2010.
 DK6314
 DK6314.Photographs are available for this station.
 DK6314
 DK6314.The dynamic height is computed by dividing the NAVD 88
 DK6314.geopotential number by the normal gravity value computed on the
 DK6314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6314.degrees latitude (g = 980.6199 gals.).
 DK6314
 DK6314.The modeled gravity was interpolated from observed gravity values.
 DK6314
 DK6314;                    North         East    Units  Estimated Accuracy
 DK6314;SPC MN S     -   319,233.6     839,979.5     MT  (+/- 3 meters HH1 GPS) 
 DK6314
 DK6314                          SUPERSEDED SURVEY CONTROL
 DK6314
 DK6314.No superseded survey control is available for this station.
 DK6314
 DK6314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6111179952(NAD 83)
 DK6314
 DK6314_MARKER: DB = BENCH MARK DISK
 DK6314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6314_SP_SET: BRIDGE ABUTMENT
 DK6314_STAMPING: 2789 AE 1993
 DK6314_MARK LOGO: MNDT  
 DK6314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6314+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6314
 DK6314  HISTORY     - Date     Condition        Report By
 DK6314  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6314
 DK6314                          STATION DESCRIPTION
 DK6314
 DK6314'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6314'THE MARK IS LOCATED ABOUT 5.9 MI (9.6 KM) NORTHEAST OF EXCELSIOR, 5.0
 DK6314'MI (8.1 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.6 MI (5.8 KM)
 DK6314'NORTH-NORTHWEST OF HOPKINS.
 DK6314' 
 DK6314'THE MARK IS LOCATED IN THE TOWN OF WAYZATA, IN THE BRIDGE ABUTMENT AT
 DK6314'THE NORTHWEST CORNER OF TRUNK HIGHWAY 12 BRIDGE NUMBER 27009 OVER
 DK6314'COUNTY ROAD 15, AT TRUNK HIGHWAY 12 MILEPOST 155.05, 1.6 MI (2.6 KM)
 DK6314'WEST OF FAI 494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6346 ***********************************************************************
 DK6346  DESIGNATION -  2789 AG
 DK6346  PID         -  DK6346
 DK6346  STATE/COUNTY-  MN/HENNEPIN
 DK6346  COUNTRY     -  US
 DK6346  USGS QUAD   -  HOPKINS (1993)
 DK6346
 DK6346                         *CURRENT SURVEY CONTROL
 DK6346  ______________________________________________________________________
 DK6346* NAD 83(1986) POSITION- 44 58 17.40   (N) 093 27 36.33   (W)   HD_HELD1  
 DK6346* NAVD 88 ORTHO HEIGHT -   298.969  (meters)     980.87  (feet) ADJUSTED  
 DK6346  ______________________________________________________________________
 DK6346  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DK6346  DYNAMIC HEIGHT  -        298.965 (meters)      980.85  (feet) COMP
 DK6346  MODELED GRAVITY -    980,595.9   (mgal)                       NAVD 88
 DK6346
 DK6346  VERT ORDER      -  SECOND    CLASS I
 DK6346
 DK6346.The horizontal coordinates were established by differentially corrected
 DK6346.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6346.
 DK6346.The orthometric height was determined by differential leveling and
 DK6346.adjusted in May 2010.
 DK6346
 DK6346.Photographs are available for this station.
 DK6346
 DK6346.The dynamic height is computed by dividing the NAVD 88
 DK6346.geopotential number by the normal gravity value computed on the
 DK6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6346.degrees latitude (g = 980.6199 gals.).
 DK6346
 DK6346.The modeled gravity was interpolated from observed gravity values.
 DK6346
 DK6346;                    North         East    Units  Estimated Accuracy
 DK6346;SPC MN S     -   319,200.3     842,589.0     MT  (+/- 3 meters HH1 GPS) 
 DK6346
 DK6346                          SUPERSEDED SURVEY CONTROL
 DK6346
 DK6346.No superseded survey control is available for this station.
 DK6346
 DK6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6371979887(NAD 83)
 DK6346
 DK6346_MARKER: DV = VERTICAL CONTROL DISK
 DK6346_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6346_SP_SET: BRIDGE RAILING
 DK6346_STAMPING: 2789 AG 1993
 DK6346_MARK LOGO: MNDT  
 DK6346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6346+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 DK6346
 DK6346  HISTORY     - Date     Condition        Report By
 DK6346  HISTORY     - 1993     MONUMENTED       MNDT
 DK6346  HISTORY     - 20080703 GOOD             MNDT
 DK6346
 DK6346                          STATION DESCRIPTION
 DK6346
 DK6346'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6346'THE MARK IS LOCATED ABOUT 6.8 MI (11.0 KM) NORTHEAST OF EXCELSIOR, 6.0
 DK6346'MI (9.6 KM) SOUTH-SOUTHEAST OF HAMEL AND 3.0 MI (4.8 KM) NORTH OF
 DK6346'HOPKINS IN THE TOWN OF MINNETONKA, IN THE RAILING AT THE NORTHEAST
 DK6346'CORNER OF NORTH BOUND FAI 494 BRIDGE NUMBER 27829 OVER FAI 394, AT FAI
 DK6346'494 MILEPOST 19.5, AT THE JUNCTION OF FAI 394 AND FAI 494.
 DK6346
 DK6346                          STATION RECOVERY (2008)
 DK6346
 DK6346'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6346'THE MARK IS IN MINNETONKA.
 DK6346' 
 DK6346'TO REACH THE MARK FROM THE JUNCTION INTERSTATE HIGHWAY 494 AND TRUNK
 DK6346'HIGHWAY 12/INTERSTATE HIGHWAY 394, AT INTERSTATE HIGHWAY 494 MI (794.8
 DK6346'KM) POINT.
 DK6346' 
 DK6346'IT IS 19.5, IN RAILING AT NORTHEAST CORNER OF BRIDGE NORTH BOUND
 DK6346'INTERSTATE HIGHWAY 494 OVER INTERSTATE HIGHWAY 394 (EAST) AND TRUNK
 DK6346'HIGHWAY 12 (WEST).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6342 ***********************************************************************
 DK6342  DESIGNATION -  2789 AH
 DK6342  PID         -  DK6342
 DK6342  STATE/COUNTY-  MN/HENNEPIN
 DK6342  COUNTRY     -  US
 DK6342  USGS QUAD   -  HOPKINS (1993)
 DK6342
 DK6342                         *CURRENT SURVEY CONTROL
 DK6342  ______________________________________________________________________
 DK6342* NAD 83(1986) POSITION- 44 58 14.0    (N) 093 26 40.3    (W)   HD_HELD2  
 DK6342* NAVD 88 ORTHO HEIGHT -   301.660  (meters)     989.70  (feet) ADJUSTED  
 DK6342  ______________________________________________________________________
 DK6342  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DK6342  DYNAMIC HEIGHT  -        301.656 (meters)      989.68  (feet) COMP
 DK6342  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK6342
 DK6342  VERT ORDER      -  SECOND    CLASS I
 DK6342
 DK6342.The horizontal coordinates were established by autonomous hand held GPS
 DK6342.observations and have an estimated accuracy of +/- 10 meters.
 DK6342.
 DK6342.The orthometric height was determined by differential leveling and
 DK6342.adjusted in May 2010.
 DK6342
 DK6342.Photographs are available for this station.
 DK6342
 DK6342.The dynamic height is computed by dividing the NAVD 88
 DK6342.geopotential number by the normal gravity value computed on the
 DK6342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6342.degrees latitude (g = 980.6199 gals.).
 DK6342
 DK6342.The modeled gravity was interpolated from observed gravity values.
 DK6342
 DK6342;                    North         East    Units  Estimated Accuracy
 DK6342;SPC MN S     -   319,104.      843,817.      MT  (+/- 10 meters HH2 GPS)
 DK6342
 DK6342                          SUPERSEDED SURVEY CONTROL
 DK6342
 DK6342.No superseded survey control is available for this station.
 DK6342
 DK6342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6494679775(NAD 83)
 DK6342
 DK6342_MARKER: DV = VERTICAL CONTROL DISK
 DK6342_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6342_SP_SET: BRIDGE RAILING
 DK6342_STAMPING: 2789 AH 1993
 DK6342_MARK LOGO: MNDT  
 DK6342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6342+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 DK6342
 DK6342  HISTORY     - Date     Condition        Report By
 DK6342  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6342  HISTORY     - 20080529 GOOD             MNDT
 DK6342
 DK6342                          STATION DESCRIPTION
 DK6342
 DK6342'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6342'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR, 6.3
 DK6342'MI (10.1 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DK6342'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6342'SOUTHEAST CORNER OF PLYMOUTH AVENUE BRIDGE NUMBER 27736 OVER FAI 394,
 DK6342'AT FAI 394 MILEPOST 0.75, 0.8 MI (1.3 KM) EAST OF FAI 494.
 DK6342
 DK6342                          STATION RECOVERY (2008)
 DK6342
 DK6342'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6341 ***********************************************************************
 DK6341  DESIGNATION -  2789 AJ
 DK6341  PID         -  DK6341
 DK6341  STATE/COUNTY-  MN/HENNEPIN
 DK6341  COUNTRY     -  US
 DK6341  USGS QUAD   -  HOPKINS (1993)
 DK6341
 DK6341                         *CURRENT SURVEY CONTROL
 DK6341  ______________________________________________________________________
 DK6341* NAD 83(1986) POSITION- 44 58 16.90   (N) 093 26 42.16   (W)   HD_HELD1  
 DK6341* NAVD 88 ORTHO HEIGHT -   302.374  (meters)     992.04  (feet) ADJUSTED  
 DK6341  ______________________________________________________________________
 DK6341  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DK6341  DYNAMIC HEIGHT  -        302.370 (meters)      992.03  (feet) COMP
 DK6341  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK6341
 DK6341  VERT ORDER      -  SECOND    CLASS I
 DK6341
 DK6341.The horizontal coordinates were established by differentially corrected
 DK6341.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6341.
 DK6341.The orthometric height was determined by differential leveling and
 DK6341.adjusted in May 2010.
 DK6341
 DK6341.Photographs are available for this station.
 DK6341
 DK6341.The dynamic height is computed by dividing the NAVD 88
 DK6341.geopotential number by the normal gravity value computed on the
 DK6341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6341.degrees latitude (g = 980.6199 gals.).
 DK6341
 DK6341.The modeled gravity was interpolated from observed gravity values.
 DK6341
 DK6341;                    North         East    Units  Estimated Accuracy
 DK6341;SPC MN S     -   319,192.8     843,776.0     MT  (+/- 3 meters HH1 GPS) 
 DK6341
 DK6341                          SUPERSEDED SURVEY CONTROL
 DK6341
 DK6341.No superseded survey control is available for this station.
 DK6341
 DK6341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6490679865(NAD 83)
 DK6341
 DK6341_MARKER: DV = VERTICAL CONTROL DISK
 DK6341_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6341_SP_SET: BRIDGE RAILING
 DK6341_STAMPING: 2789 AJ 1993
 DK6341_MARK LOGO: MNDT  
 DK6341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6341+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 DK6341
 DK6341  HISTORY     - Date     Condition        Report By
 DK6341  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6341  HISTORY     - 20080529 GOOD             MNDT
 DK6341
 DK6341                          STATION DESCRIPTION
 DK6341
 DK6341'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6341'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR, 6.2
 DK6341'MI (10.0 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DK6341'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6341'NORTHEAST CORNER OF PLYMOUTH AVENUE BRIDGE NUMBER 27736 OVER FAI 394,
 DK6341'AT FAI 394 MILEPOST 0.75, 0.8 MI (1.3 KM) EAST OF FAI 494.
 DK6341
 DK6341                          STATION RECOVERY (2008)
 DK6341
 DK6341'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK6341'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6343 ***********************************************************************
 DK6343  DESIGNATION -  2789 AK
 DK6343  PID         -  DK6343
 DK6343  STATE/COUNTY-  MN/HENNEPIN
 DK6343  COUNTRY     -  US
 DK6343  USGS QUAD   -  HOPKINS (1993)
 DK6343
 DK6343                         *CURRENT SURVEY CONTROL
 DK6343  ______________________________________________________________________
 DK6343* NAD 83(1986) POSITION- 44 58 13.50   (N) 093 26 30.52   (W)   HD_HELD1  
 DK6343* NAVD 88 ORTHO HEIGHT -   298.069  (meters)     977.91  (feet) ADJUSTED  
 DK6343  ______________________________________________________________________
 DK6343  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DK6343  DYNAMIC HEIGHT  -        298.065 (meters)      977.90  (feet) COMP
 DK6343  MODELED GRAVITY -    980,595.7   (mgal)                       NAVD 88
 DK6343
 DK6343  VERT ORDER      -  SECOND    CLASS I
 DK6343
 DK6343.The horizontal coordinates were established by differentially corrected
 DK6343.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6343.
 DK6343.The orthometric height was determined by differential leveling and
 DK6343.adjusted in May 2010.
 DK6343
 DK6343.The dynamic height is computed by dividing the NAVD 88
 DK6343.geopotential number by the normal gravity value computed on the
 DK6343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6343.degrees latitude (g = 980.6199 gals.).
 DK6343
 DK6343.The modeled gravity was interpolated from observed gravity values.
 DK6343
 DK6343;                    North         East    Units  Estimated Accuracy
 DK6343;SPC MN S     -   319,089.6     844,031.8     MT  (+/- 3 meters HH1 GPS) 
 DK6343
 DK6343                          SUPERSEDED SURVEY CONTROL
 DK6343
 DK6343.No superseded survey control is available for this station.
 DK6343
 DK6343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6516079759(NAD 83)
 DK6343
 DK6343_MARKER: DV = VERTICAL CONTROL DISK
 DK6343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6343_SP_SET: BRIDGE RAILING
 DK6343_STAMPING: 2789 AK 1993
 DK6343_MARK LOGO: MNDT  
 DK6343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6343+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6343
 DK6343  HISTORY     - Date     Condition        Report By
 DK6343  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6343
 DK6343                          STATION DESCRIPTION
 DK6343
 DK6343'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6343'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTHEAST OF EXCELSIOR, 6.3
 DK6343'MI (10.1 KM) SOUTHEAST OF HAMEL AND 3.3 MI (5.3 KM) NORTH-NORTHEAST OF
 DK6343'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6343'SOUTHEAST CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27731 (PLYMOUTH
 DK6343'AVENUE ON RAMP FOR EASTBOUND FAI 394) OVER EXIT RAMP TO RIDGE DALE
 DK6343'SHOPPING MALL, AT FAI 394 MILEPOST 0.9, 0.9 MI (1.4 KM) EAST OF FAI
 DK6343'494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6361 ***********************************************************************
 DK6361  DESIGNATION -  2789 AL
 DK6361  PID         -  DK6361
 DK6361  STATE/COUNTY-  MN/HENNEPIN
 DK6361  COUNTRY     -  US
 DK6361  USGS QUAD   -  HOPKINS (1993)
 DK6361
 DK6361                         *CURRENT SURVEY CONTROL
 DK6361  ______________________________________________________________________
 DK6361* NAD 83(1986) POSITION- 44 58 16.14   (N) 093 25 59.82   (W)   HD_HELD1  
 DK6361* NAVD 88 ORTHO HEIGHT -   291.022  (meters)     954.79  (feet) ADJUSTED  
 DK6361  ______________________________________________________________________
 DK6361  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DK6361  DYNAMIC HEIGHT  -        291.018 (meters)      954.78  (feet) COMP
 DK6361  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 DK6361
 DK6361  VERT ORDER      -  SECOND    CLASS I
 DK6361
 DK6361.The horizontal coordinates were established by differentially corrected
 DK6361.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6361.
 DK6361.The orthometric height was determined by differential leveling and
 DK6361.adjusted in May 2010.
 DK6361
 DK6361.The dynamic height is computed by dividing the NAVD 88
 DK6361.geopotential number by the normal gravity value computed on the
 DK6361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6361.degrees latitude (g = 980.6199 gals.).
 DK6361
 DK6361.The modeled gravity was interpolated from observed gravity values.
 DK6361
 DK6361;                    North         East    Units  Estimated Accuracy
 DK6361;SPC MN S     -   319,175.7     844,703.9     MT  (+/- 3 meters HH1 GPS) 
 DK6361
 DK6361                          SUPERSEDED SURVEY CONTROL
 DK6361
 DK6361.No superseded survey control is available for this station.
 DK6361
 DK6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6583379836(NAD 83)
 DK6361
 DK6361_MARKER: DV = VERTICAL CONTROL DISK
 DK6361_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6361_SP_SET: BRIDGE ABUTMENT
 DK6361_STAMPING: 2789 AL 1993
 DK6361_MARK LOGO: MNDT  
 DK6361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6361+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6361
 DK6361  HISTORY     - Date     Condition        Report By
 DK6361  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6361
 DK6361                          STATION DESCRIPTION
 DK6361
 DK6361'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6361'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF EXCELSIOR, 6.6
 DK6361'MI (10.6 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DK6361'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE ABUTMENT AT THE
 DK6361'NORTHWEST CORNER OF WEST BOUND FAI 394 BRIDGE NUMBER 27117 OVER RIDGE
 DK6361'DALE DRIVE, AT FAI 394 MILEPOST 1.35, 1.4 MI (2.3 KM) EAST OF FAI 494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6344 ***********************************************************************
 DK6344  DESIGNATION -  2789 AM
 DK6344  PID         -  DK6344
 DK6344  STATE/COUNTY-  MN/HENNEPIN
 DK6344  COUNTRY     -  US
 DK6344  USGS QUAD   -  HOPKINS (1993)
 DK6344
 DK6344                         *CURRENT SURVEY CONTROL
 DK6344  ______________________________________________________________________
 DK6344* NAD 83(1986) POSITION- 44 58 14.92   (N) 093 25 57.33   (W)   HD_HELD1  
 DK6344* NAVD 88 ORTHO HEIGHT -   289.404  (meters)     949.49  (feet) ADJUSTED  
 DK6344  ______________________________________________________________________
 DK6344  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DK6344  DYNAMIC HEIGHT  -        289.401 (meters)      949.48  (feet) COMP
 DK6344  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DK6344
 DK6344  VERT ORDER      -  SECOND    CLASS I
 DK6344
 DK6344.The horizontal coordinates were established by differentially corrected
 DK6344.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6344.
 DK6344.The orthometric height was determined by differential leveling and
 DK6344.adjusted in May 2010.
 DK6344
 DK6344.The dynamic height is computed by dividing the NAVD 88
 DK6344.geopotential number by the normal gravity value computed on the
 DK6344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6344.degrees latitude (g = 980.6199 gals.).
 DK6344
 DK6344.The modeled gravity was interpolated from observed gravity values.
 DK6344
 DK6344;                    North         East    Units  Estimated Accuracy
 DK6344;SPC MN S     -   319,138.5     844,758.7     MT  (+/- 3 meters HH1 GPS) 
 DK6344
 DK6344                          SUPERSEDED SURVEY CONTROL
 DK6344
 DK6344.No superseded survey control is available for this station.
 DK6344
 DK6344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6588779798(NAD 83)
 DK6344
 DK6344_MARKER: DV = VERTICAL CONTROL DISK
 DK6344_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6344_SP_SET: BRIDGE WINGWALL
 DK6344_STAMPING: 2789 AM 1993
 DK6344_MARK LOGO: MNDT  
 DK6344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6344+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6344
 DK6344  HISTORY     - Date     Condition        Report By
 DK6344  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6344
 DK6344                          STATION DESCRIPTION
 DK6344
 DK6344'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6344'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF EXCELSIOR, 6.6
 DK6344'MI (10.7 KM) SOUTHEAST OF HAMEL AND 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DK6344'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE WING WALL AT THE
 DK6344'SOUTHEAST CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27120 OVER RIDGE
 DK6344'DALE DR, AT FAI 394 MILEPOST 1.35, 1.4 MI (2.3 KM) EAST OF FAI 494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6347 ***********************************************************************
 DK6347  DESIGNATION -  2789 AN
 DK6347  PID         -  DK6347
 DK6347  STATE/COUNTY-  MN/HENNEPIN
 DK6347  COUNTRY     -  US
 DK6347  USGS QUAD   -  HOPKINS (1993)
 DK6347
 DK6347                         *CURRENT SURVEY CONTROL
 DK6347  ______________________________________________________________________
 DK6347* NAD 83(1986) POSITION- 44 58 14.29   (N) 093 25 13.72   (W)   HD_HELD1  
 DK6347* NAVD 88 ORTHO HEIGHT -   289.227  (meters)     948.91  (feet) ADJUSTED  
 DK6347  ______________________________________________________________________
 DK6347  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DK6347  DYNAMIC HEIGHT  -        289.224 (meters)      948.90  (feet) COMP
 DK6347  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 DK6347
 DK6347  VERT ORDER      -  SECOND    CLASS I
 DK6347
 DK6347.The horizontal coordinates were established by differentially corrected
 DK6347.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6347.
 DK6347.The orthometric height was determined by differential leveling and
 DK6347.adjusted in May 2010.
 DK6347
 DK6347.The dynamic height is computed by dividing the NAVD 88
 DK6347.geopotential number by the normal gravity value computed on the
 DK6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6347.degrees latitude (g = 980.6199 gals.).
 DK6347
 DK6347.The modeled gravity was interpolated from observed gravity values.
 DK6347
 DK6347;                    North         East    Units  Estimated Accuracy
 DK6347;SPC MN S     -   319,125.7     845,714.4     MT  (+/- 3 meters HH1 GPS) 
 DK6347
 DK6347                          SUPERSEDED SURVEY CONTROL
 DK6347
 DK6347.No superseded survey control is available for this station.
 DK6347
 DK6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6684279774(NAD 83)
 DK6347
 DK6347_MARKER: DV = VERTICAL CONTROL DISK
 DK6347_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6347_SP_SET: BRIDGE RAILING
 DK6347_STAMPING: 2789 AN 1993
 DK6347_MARK LOGO: MNDT  
 DK6347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6347+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6347
 DK6347  HISTORY     - Date     Condition        Report By
 DK6347  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6347
 DK6347                          STATION DESCRIPTION
 DK6347
 DK6347'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6347'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF MINNEAPOLIS, 7.1 MI
 DK6347'(11.4 KM) SOUTHEAST OF HAMEL AND 3.8 MI (6.1 KM) NORTH-NORTHEAST OF
 DK6347'HOPKINS IN THE TOWN OF MINNETONKA, IN THE BRIDGE RAILING AT THE
 DK6347'SOUTHEAST CORNER OF HOPKINS CROSSROAD (CO ROAD 73) BRIDGE NUMBER 27737
 DK6347'OVER FAI 394, AT FAI 394 MILEPOST 1.95, 1.9 MI (3.1 KM) EAST OF FAI
 DK6347'494.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6338 ***********************************************************************
 DK6338  DESIGNATION -  2789 AP
 DK6338  PID         -  DK6338
 DK6338  STATE/COUNTY-  MN/HENNEPIN
 DK6338  COUNTRY     -  US
 DK6338  USGS QUAD   -  HOPKINS (1993)
 DK6338
 DK6338                         *CURRENT SURVEY CONTROL
 DK6338  ______________________________________________________________________
 DK6338* NAD 83(1986) POSITION- 44 58 44.30   (N) 093 24 02.97   (W)   HD_HELD1  
 DK6338* NAVD 88 ORTHO HEIGHT -   277.533  (meters)     910.54  (feet) ADJUSTED  
 DK6338  ______________________________________________________________________
 DK6338  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DK6338  DYNAMIC HEIGHT  -        277.529 (meters)      910.53  (feet) COMP
 DK6338  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DK6338
 DK6338  VERT ORDER      -  SECOND    CLASS I
 DK6338
 DK6338.The horizontal coordinates were established by differentially corrected
 DK6338.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6338.
 DK6338.The orthometric height was determined by differential leveling and
 DK6338.adjusted in May 2010.
 DK6338
 DK6338.The dynamic height is computed by dividing the NAVD 88
 DK6338.geopotential number by the normal gravity value computed on the
 DK6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6338.degrees latitude (g = 980.6199 gals.).
 DK6338
 DK6338.The modeled gravity was interpolated from observed gravity values.
 DK6338
 DK6338;                    North         East    Units  Estimated Accuracy
 DK6338;SPC MN S     -   320,063.2     847,257.9     MT  (+/- 3 meters HH1 GPS) 
 DK6338
 DK6338                          SUPERSEDED SURVEY CONTROL
 DK6338
 DK6338.No superseded survey control is available for this station.
 DK6338
 DK6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6839780692(NAD 83)
 DK6338
 DK6338_MARKER: DV = VERTICAL CONTROL DISK
 DK6338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6338_SP_SET: BRIDGE ABUTMENT
 DK6338_STAMPING: 2789 AP 1994
 DK6338_MARK LOGO: MNDT  
 DK6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6338+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DK6338
 DK6338  HISTORY     - Date     Condition        Report By
 DK6338  HISTORY     - 1994     MONUMENTED       MNDT
 DK6338
 DK6338                          STATION DESCRIPTION
 DK6338
 DK6338'DESCRIBED BY MN DEPT OF TRANSP 1994
 DK6338'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE TOWN OF
 DK6338'GOLDEN VALLEY, SET IN THE BRIDGE ABUTMENT AT THE SOUTHWEST CORNER OF
 DK6338'BRIDGE NUMBER 27526 OVER TRUNK HIGHWAY 169, 0.35 MI (0.6 KM) NORTH ON
 DK6338'TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND FAI 394,
 DK6338'20.5 FT (6.2 M) SOUTH OF EAST BOUND BETTY CROCKER DRIVE, 47.6 FT (14.5
 DK6338'M) EAST OF AN ELECTRICAL JUNCTION BOX, 2.3 FT (0.7 M) SOUTH OF THE
 DK6338'GUARDRAIL, 2.0 FT (0.6 M) NORTH OF THE END CYCLONE FENCE POST, 21.0 FT
 DK6338'(6.4 M) EAST NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6348 ***********************************************************************
 DK6348  DESIGNATION -  2789 AQ
 DK6348  PID         -  DK6348
 DK6348  STATE/COUNTY-  MN/HENNEPIN
 DK6348  COUNTRY     -  US
 DK6348  USGS QUAD   -  HOPKINS (1993)
 DK6348
 DK6348                         *CURRENT SURVEY CONTROL
 DK6348  ______________________________________________________________________
 DK6348* NAD 83(1986) POSITION- 44 58 17.75   (N) 093 24 04.19   (W)   HD_HELD1  
 DK6348* NAVD 88 ORTHO HEIGHT -   282.471  (meters)     926.74  (feet) ADJUSTED  
 DK6348  ______________________________________________________________________
 DK6348  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6348  DYNAMIC HEIGHT  -        282.467 (meters)      926.73  (feet) COMP
 DK6348  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 DK6348
 DK6348  VERT ORDER      -  SECOND    CLASS I
 DK6348
 DK6348.The horizontal coordinates were established by differentially corrected
 DK6348.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6348.
 DK6348.The orthometric height was determined by differential leveling and
 DK6348.adjusted in May 2010.
 DK6348
 DK6348.The dynamic height is computed by dividing the NAVD 88
 DK6348.geopotential number by the normal gravity value computed on the
 DK6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6348.degrees latitude (g = 980.6199 gals.).
 DK6348
 DK6348.The modeled gravity was interpolated from observed gravity values.
 DK6348
 DK6348;                    North         East    Units  Estimated Accuracy
 DK6348;SPC MN S     -   319,243.5     847,237.1     MT  (+/- 3 meters HH1 GPS) 
 DK6348
 DK6348                          SUPERSEDED SURVEY CONTROL
 DK6348
 DK6348.No superseded survey control is available for this station.
 DK6348
 DK6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6836679873(NAD 83)
 DK6348
 DK6348_MARKER: DV = VERTICAL CONTROL DISK
 DK6348_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6348_SP_SET: BRIDGE RAILING
 DK6348_STAMPING: 2789 AQ 1993
 DK6348_MARK LOGO: MNDT  
 DK6348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6348+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6348
 DK6348  HISTORY     - Date     Condition        Report By
 DK6348  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6348
 DK6348                          STATION DESCRIPTION
 DK6348
 DK6348'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6348'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6348'(10.9 KM) WEST OF MINNEAPOLIS AND 4.5 MI (7.2 KM) NORTHEAST OF HOPKINS
 DK6348'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6348'CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27739 (EAST BOUND FAI 394
 DK6348'OFF RAMP FOR SOUTH BOUND TRUNK HIGHWAY 169) OVER SOUTH FRONTAGE ROAD,
 DK6348'AT FAI 394 MILEPOST 2.55, AT THE JUNCTION OF TRUNK HIGHWAY 169 (OLD
 DK6348'COUNTY ROAD 18) AND FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6349 ***********************************************************************
 DK6349  DESIGNATION -  2789 AR
 DK6349  PID         -  DK6349
 DK6349  STATE/COUNTY-  MN/HENNEPIN
 DK6349  COUNTRY     -  US
 DK6349  USGS QUAD   -  HOPKINS (1993)
 DK6349
 DK6349                         *CURRENT SURVEY CONTROL
 DK6349  ______________________________________________________________________
 DK6349* NAD 83(1986) POSITION- 44 58 17.14   (N) 093 24 01.72   (W)   HD_HELD1  
 DK6349* NAVD 88 ORTHO HEIGHT -   281.821  (meters)     924.61  (feet) ADJUSTED  
 DK6349  ______________________________________________________________________
 DK6349  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6349  DYNAMIC HEIGHT  -        281.816 (meters)      924.59  (feet) COMP
 DK6349  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DK6349
 DK6349  VERT ORDER      -  SECOND    CLASS I
 DK6349
 DK6349.The horizontal coordinates were established by differentially corrected
 DK6349.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6349.
 DK6349.The orthometric height was determined by differential leveling and
 DK6349.adjusted in May 2010.
 DK6349
 DK6349.The dynamic height is computed by dividing the NAVD 88
 DK6349.geopotential number by the normal gravity value computed on the
 DK6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6349.degrees latitude (g = 980.6199 gals.).
 DK6349
 DK6349.The modeled gravity was interpolated from observed gravity values.
 DK6349
 DK6349;                    North         East    Units  Estimated Accuracy
 DK6349;SPC MN S     -   319,225.1     847,291.4     MT  (+/- 3 meters HH1 GPS) 
 DK6349
 DK6349                          SUPERSEDED SURVEY CONTROL
 DK6349
 DK6349.No superseded survey control is available for this station.
 DK6349
 DK6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6842079854(NAD 83)
 DK6349
 DK6349_MARKER: DV = VERTICAL CONTROL DISK
 DK6349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6349_SP_SET: BRIDGE RAILING
 DK6349_STAMPING: 2789 AR 1993
 DK6349_MARK LOGO: MNDT  
 DK6349_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6349+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6349
 DK6349  HISTORY     - Date     Condition        Report By
 DK6349  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6349
 DK6349                          STATION DESCRIPTION
 DK6349
 DK6349'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6349'THE MARK IS LOCATED ABOUT 7.8 MI (12.5 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6349'(10.8 KM) WEST OF MINNEAPOLIS AND 4.4 MI (7.1 KM) NORTHEAST OF HOPKINS
 DK6349'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6349'CORNER OF NORTH BOUND TRUNK HIGHWAY 169 BRIDGE NUMBER 27740 OVER SOUTH
 DK6349'FRONTAGE ROAD, AT TRUNK HIGHWAY 169 MILEPOST 130.15, 0.1 MI (0.2 KM)
 DK6349'SOUTH OF FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6350 ***********************************************************************
 DK6350  DESIGNATION -  2789 AS
 DK6350  PID         -  DK6350
 DK6350  STATE/COUNTY-  MN/HENNEPIN
 DK6350  COUNTRY     -  US
 DK6350  USGS QUAD   -  HOPKINS (1993)
 DK6350
 DK6350                         *CURRENT SURVEY CONTROL
 DK6350  ______________________________________________________________________
 DK6350* NAD 83(1986) POSITION- 44 58 17.03   (N) 093 24 00.49   (W)   HD_HELD1  
 DK6350* NAVD 88 ORTHO HEIGHT -   281.137  (meters)     922.36  (feet) ADJUSTED  
 DK6350  ______________________________________________________________________
 DK6350  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6350  DYNAMIC HEIGHT  -        281.133 (meters)      922.35  (feet) COMP
 DK6350  MODELED GRAVITY -    980,593.1   (mgal)                       NAVD 88
 DK6350
 DK6350  VERT ORDER      -  SECOND    CLASS I
 DK6350
 DK6350.The horizontal coordinates were established by differentially corrected
 DK6350.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6350.
 DK6350.The orthometric height was determined by differential leveling and
 DK6350.adjusted in May 2010.
 DK6350
 DK6350.The dynamic height is computed by dividing the NAVD 88
 DK6350.geopotential number by the normal gravity value computed on the
 DK6350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6350.degrees latitude (g = 980.6199 gals.).
 DK6350
 DK6350.The modeled gravity was interpolated from observed gravity values.
 DK6350
 DK6350;                    North         East    Units  Estimated Accuracy
 DK6350;SPC MN S     -   319,221.9     847,318.4     MT  (+/- 3 meters HH1 GPS) 
 DK6350
 DK6350                          SUPERSEDED SURVEY CONTROL
 DK6350
 DK6350.No superseded survey control is available for this station.
 DK6350
 DK6350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6844779850(NAD 83)
 DK6350
 DK6350_MARKER: DV = VERTICAL CONTROL DISK
 DK6350_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6350_SP_SET: BRIDGE RAILING
 DK6350_STAMPING: 2789 AS 1993
 DK6350_MARK LOGO: MNDT  
 DK6350_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6350+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6350
 DK6350  HISTORY     - Date     Condition        Report By
 DK6350  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6350
 DK6350                          STATION DESCRIPTION
 DK6350
 DK6350'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6350'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6350'(10.8 KM) WEST OF MINNEAPOLIS AND 4.4 MI (7.1 KM) NORTHEAST OF HOPKINS
 DK6350'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6350'CORNER 0F EAST BOUND FAI 394 BRIDGE NUMBER 27741 (NORTH BOUND TRUNK
 DK6350'HIGHWAY 169 OFF RAMP FOR EASTBOUND FAI 394) OVER SOUTH FRONTAGE ROAD,
 DK6350'AT FAI 394 MILEPOST 2.55, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND FAI
 DK6350'394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6351 ***********************************************************************
 DK6351  DESIGNATION -  2789 AT
 DK6351  PID         -  DK6351
 DK6351  STATE/COUNTY-  MN/HENNEPIN
 DK6351  COUNTRY     -  US
 DK6351  USGS QUAD   -  HOPKINS (1993)
 DK6351
 DK6351                         *CURRENT SURVEY CONTROL
 DK6351  ______________________________________________________________________
 DK6351* NAD 83(1986) POSITION- 44 58 22.82   (N) 093 24 01.29   (W)   HD_HELD1  
 DK6351* NAVD 88 ORTHO HEIGHT -   282.388  (meters)     926.47  (feet) ADJUSTED  
 DK6351  ______________________________________________________________________
 DK6351  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6351  DYNAMIC HEIGHT  -        282.384 (meters)      926.45  (feet) COMP
 DK6351  MODELED GRAVITY -    980,593.3   (mgal)                       NAVD 88
 DK6351
 DK6351  VERT ORDER      -  SECOND    CLASS I
 DK6351
 DK6351.The horizontal coordinates were established by differentially corrected
 DK6351.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6351.
 DK6351.The orthometric height was determined by differential leveling and
 DK6351.adjusted in May 2010.
 DK6351
 DK6351.The dynamic height is computed by dividing the NAVD 88
 DK6351.geopotential number by the normal gravity value computed on the
 DK6351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6351.degrees latitude (g = 980.6199 gals.).
 DK6351
 DK6351.The modeled gravity was interpolated from observed gravity values.
 DK6351
 DK6351;                    North         East    Units  Estimated Accuracy
 DK6351;SPC MN S     -   319,400.5     847,299.5     MT  (+/- 3 meters HH1 GPS) 
 DK6351
 DK6351                          SUPERSEDED SURVEY CONTROL
 DK6351
 DK6351.No superseded survey control is available for this station.
 DK6351
 DK6351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6843080029(NAD 83)
 DK6351
 DK6351_MARKER: DV = VERTICAL CONTROL DISK
 DK6351_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6351_SP_SET: BRIDGE RAILING
 DK6351_STAMPING: 2789 AT 1993
 DK6351_MARK LOGO: MNDT  
 DK6351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6351+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DK6351
 DK6351  HISTORY     - Date     Condition        Report By
 DK6351  HISTORY     - 19930607 MONUMENTED       MNDT
 DK6351
 DK6351                          STATION DESCRIPTION
 DK6351
 DK6351'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6351'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6351'(10.8 KM) WEST OF MINNEAPOLIS AND 4.5 MI (7.2 KM) NORTHEAST OF HOPKINS
 DK6351'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6351'CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER 27742 OVER FAI 394, AT FAI
 DK6351'394 MILEPOST 2.95, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6352 ***********************************************************************
 DK6352  DESIGNATION -  2789 AU
 DK6352  PID         -  DK6352
 DK6352  STATE/COUNTY-  MN/HENNEPIN
 DK6352  COUNTRY     -  US
 DK6352  USGS QUAD   -  HOPKINS (1993)
 DK6352
 DK6352                         *CURRENT SURVEY CONTROL
 DK6352  ______________________________________________________________________
 DK6352* NAD 83(1986) POSITION- 44 58 25.40   (N) 093 23 26.57   (W)   HD_HELD1  
 DK6352* NAVD 88 ORTHO HEIGHT -   279.661  (meters)     917.52  (feet) ADJUSTED  
 DK6352  ______________________________________________________________________
 DK6352  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DK6352  DYNAMIC HEIGHT  -        279.657 (meters)      917.51  (feet) COMP
 DK6352  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DK6352
 DK6352  VERT ORDER      -  SECOND    CLASS I
 DK6352
 DK6352.The horizontal coordinates were established by differentially corrected
 DK6352.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6352.
 DK6352.The orthometric height was determined by differential leveling and
 DK6352.adjusted in May 2010.
 DK6352
 DK6352.The dynamic height is computed by dividing the NAVD 88
 DK6352.geopotential number by the normal gravity value computed on the
 DK6352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6352.degrees latitude (g = 980.6199 gals.).
 DK6352
 DK6352.The modeled gravity was interpolated from observed gravity values.
 DK6352
 DK6352;                    North         East    Units  Estimated Accuracy
 DK6352;SPC MN S     -   319,485.7     848,059.7     MT  (+/- 3 meters HH1 GPS) 
 DK6352
 DK6352                          SUPERSEDED SURVEY CONTROL
 DK6352
 DK6352.No superseded survey control is available for this station.
 DK6352
 DK6352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6919180105(NAD 83)
 DK6352
 DK6352_MARKER: DV = VERTICAL CONTROL DISK
 DK6352_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6352_SP_SET: BRIDGE RAILING
 DK6352_STAMPING: 2789 AU 1993
 DK6352_MARK LOGO: MNDT  
 DK6352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6352+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DK6352
 DK6352  HISTORY     - Date     Condition        Report By
 DK6352  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6352
 DK6352                          STATION DESCRIPTION
 DK6352
 DK6352'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6352'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTHEAST OF HAMEL, 6.2 MI
 DK6352'(10.0 KM) WEST OF MINNEAPOLIS AND 4.9 MI (7.8 KM) NORTHEAST OF HOPKINS
 DK6352'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE RAILING AT THE SOUTHEAST
 DK6352'CORNER OF EAST BOUND FAI 394 BRIDGE NUMBER 27743 OVER BOONE AVENUE AND
 DK6352'GENERAL MILLS BOULEVARD, AT FAI 394 MILEPOST 3.4, 0.5 MI (0.8 KM) EAST
 DK6352'OF TRUNK HIGHWAY 169.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6317 ***********************************************************************
 DK6317  DESIGNATION -  2789 AV
 DK6317  PID         -  DK6317
 DK6317  STATE/COUNTY-  MN/HENNEPIN
 DK6317  COUNTRY     -  US
 DK6317  USGS QUAD   -  HOPKINS (1993)
 DK6317
 DK6317                         *CURRENT SURVEY CONTROL
 DK6317  ______________________________________________________________________
 DK6317* NAD 83(1986) POSITION- 44 58 18.11   (N) 093 22 54.77   (W)   HD_HELD1  
 DK6317* NAVD 88 ORTHO HEIGHT -   281.073  (meters)     922.15  (feet) ADJUSTED  
 DK6317  ______________________________________________________________________
 DK6317  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DK6317  DYNAMIC HEIGHT  -        281.068 (meters)      922.14  (feet) COMP
 DK6317  MODELED GRAVITY -    980,591.4   (mgal)                       NAVD 88
 DK6317
 DK6317  VERT ORDER      -  SECOND    CLASS I
 DK6317
 DK6317.The horizontal coordinates were established by differentially corrected
 DK6317.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6317.
 DK6317.The orthometric height was determined by differential leveling and
 DK6317.adjusted in May 2010.
 DK6317
 DK6317.Photographs are available for this station.
 DK6317
 DK6317.The dynamic height is computed by dividing the NAVD 88
 DK6317.geopotential number by the normal gravity value computed on the
 DK6317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6317.degrees latitude (g = 980.6199 gals.).
 DK6317
 DK6317.The modeled gravity was interpolated from observed gravity values.
 DK6317
 DK6317;                    North         East    Units  Estimated Accuracy
 DK6317;SPC MN S     -   319,265.9     848,758.1     MT  (+/- 3 meters HH1 GPS) 
 DK6317
 DK6317                          SUPERSEDED SURVEY CONTROL
 DK6317
 DK6317.No superseded survey control is available for this station.
 DK6317
 DK6317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6988779877(NAD 83)
 DK6317
 DK6317_MARKER: DD = SURVEY DISK
 DK6317_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6317_SP_SET: BRIDGE WALKWAY
 DK6317_STAMPING: 2789 AV 1993
 DK6317_MARK LOGO: MNDT  
 DK6317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6317+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DK6317
 DK6317  HISTORY     - Date     Condition        Report By
 DK6317  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6317  HISTORY     - 20100201 GOOD             MNDT
 DK6317
 DK6317                          STATION DESCRIPTION
 DK6317
 DK6317'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6317'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF HAMEL, 5.8 MI
 DK6317'(9.4 KM) WEST OF MINNEAPOLIS AND 5.1 MI (8.2 KM) NORTHEAST OF HOPKINS
 DK6317'IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE ABUTMENT AT THE SOUTHEAST
 DK6317'CORNER OF WINNETKA AVENUE BRIDGE NUMBER 27744 OVER FAI 394, AT FAI 394
 DK6317'MILEPOST 3.5, 2.1 MI (3.4 KM) WEST OF TRUNK HIGHWAY 100.
 DK6317
 DK6317                          STATION RECOVERY (2010)
 DK6317
 DK6317'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DK6317'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6318 ***********************************************************************
 DK6318  DESIGNATION -  2789 AW
 DK6318  PID         -  DK6318
 DK6318  STATE/COUNTY-  MN/HENNEPIN
 DK6318  COUNTRY     -  US
 DK6318  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6318
 DK6318                         *CURRENT SURVEY CONTROL
 DK6318  ______________________________________________________________________
 DK6318* NAD 83(1986) POSITION- 44 58 17.72   (N) 093 22 14.94   (W)   HD_HELD1  
 DK6318* NAVD 88 ORTHO HEIGHT -   275.990  (meters)     905.48  (feet) ADJUSTED  
 DK6318  ______________________________________________________________________
 DK6318  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK6318  DYNAMIC HEIGHT  -        275.985 (meters)      905.46  (feet) COMP
 DK6318  MODELED GRAVITY -    980,590.2   (mgal)                       NAVD 88
 DK6318
 DK6318  VERT ORDER      -  SECOND    CLASS I
 DK6318
 DK6318.The horizontal coordinates were established by differentially corrected
 DK6318.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6318.
 DK6318.The orthometric height was determined by differential leveling and
 DK6318.adjusted in May 2010.
 DK6318
 DK6318.Photographs are available for this station.
 DK6318
 DK6318.The dynamic height is computed by dividing the NAVD 88
 DK6318.geopotential number by the normal gravity value computed on the
 DK6318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6318.degrees latitude (g = 980.6199 gals.).
 DK6318
 DK6318.The modeled gravity was interpolated from observed gravity values.
 DK6318
 DK6318;                    North         East    Units  Estimated Accuracy
 DK6318;SPC MN S     -   319,260.5     849,630.9     MT  (+/- 3 meters HH1 GPS) 
 DK6318
 DK6318                          SUPERSEDED SURVEY CONTROL
 DK6318
 DK6318.No superseded survey control is available for this station.
 DK6318
 DK6318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7075979861(NAD 83)
 DK6318
 DK6318_MARKER: DV = VERTICAL CONTROL DISK
 DK6318_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6318_SP_SET: BRIDGE WALKWAY
 DK6318_STAMPING: 2789 AW 1993
 DK6318_MARK LOGO: MNDT  
 DK6318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6318+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DK6318
 DK6318  HISTORY     - Date     Condition        Report By
 DK6318  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6318  HISTORY     - 20090927 GOOD             MNDT
 DK6318
 DK6318                          STATION DESCRIPTION
 DK6318
 DK6318'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6318'THE MARK IS LOCATED ABOUT 9.0 MI (14.4 KM) EAST-SOUTHEAST OF HAMEL,
 DK6318'5.5 MI (8.9 KM) NORTHEAST OF HOPKINS AND 5.3 MI (8.5 KM) WEST OF
 DK6318'MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE DECK AT THE
 DK6318'NORTHWEST CORNER OF LOUISIANA AVENUE BRIDGE NUMBER 27745 OVER FAI 394,
 DK6318'AT FAI 394 MILEPOST 4.05, 1.4 MI (2.3 KM) WEST OF TRUNK HIGHWAY 100,
 DK6318'1.5 FT (0.5 M) SOUTHEAST OF THE CORNER OF THE RAILING AND THE
 DK6318'RETAINING WALL.
 DK6318
 DK6318                          STATION RECOVERY (2009)
 DK6318
 DK6318'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6318'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6345 ***********************************************************************
 DK6345  DESIGNATION -  2789 AX
 DK6345  PID         -  DK6345
 DK6345  STATE/COUNTY-  MN/HENNEPIN
 DK6345  COUNTRY     -  US
 DK6345  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6345
 DK6345                         *CURRENT SURVEY CONTROL
 DK6345  ______________________________________________________________________
 DK6345* NAD 83(1986) POSITION- 44 58 15.84   (N) 093 22 13.46   (W)   HD_HELD1  
 DK6345* NAVD 88 ORTHO HEIGHT -   276.064  (meters)     905.72  (feet) ADJUSTED  
 DK6345  ______________________________________________________________________
 DK6345  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DK6345  DYNAMIC HEIGHT  -        276.059 (meters)      905.70  (feet) COMP
 DK6345  MODELED GRAVITY -    980,590.1   (mgal)                       NAVD 88
 DK6345
 DK6345  VERT ORDER      -  SECOND    CLASS I
 DK6345
 DK6345.The horizontal coordinates were established by differentially corrected
 DK6345.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6345.
 DK6345.The orthometric height was determined by differential leveling and
 DK6345.adjusted in May 2010.
 DK6345
 DK6345.Photographs are available for this station.
 DK6345
 DK6345.The dynamic height is computed by dividing the NAVD 88
 DK6345.geopotential number by the normal gravity value computed on the
 DK6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6345.degrees latitude (g = 980.6199 gals.).
 DK6345
 DK6345.The modeled gravity was interpolated from observed gravity values.
 DK6345
 DK6345;                    North         East    Units  Estimated Accuracy
 DK6345;SPC MN S     -   319,202.8     849,663.8     MT  (+/- 3 meters HH1 GPS) 
 DK6345
 DK6345                          SUPERSEDED SURVEY CONTROL
 DK6345
 DK6345.No superseded survey control is available for this station.
 DK6345
 DK6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7079179803(NAD 83)
 DK6345
 DK6345_MARKER: DV = VERTICAL CONTROL DISK
 DK6345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6345_SP_SET: BRIDGE SIDEWALK
 DK6345_STAMPING: 2789 AX 1993
 DK6345_MARK LOGO: MNDT  
 DK6345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6345+STABILITY: SURFACE MOTION
 DK6345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6345+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2009
 DK6345
 DK6345  HISTORY     - Date     Condition        Report By
 DK6345  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6345  HISTORY     - 20090927 GOOD             MNDT
 DK6345
 DK6345                          STATION DESCRIPTION
 DK6345
 DK6345'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6345'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST-SOUTHEAST OF HAMEL,
 DK6345'5.5 MI (8.9 KM) NORTHEAST OF HOPKINS AND 5.3 MI (8.5 KM) WEST OF
 DK6345'MINNEAPOLIS IN GOLDEN VALLEY, IN A SIDEWALK AT SOUTHEAST CORNER OF
 DK6345'LOUISIANA AVENUE BRIDGE NUMBER 27745 OVER FAI 394, AT FAI 394 MILEPOST
 DK6345'4.05, 1.4 MI (2.3 KM) WEST OF TRUNK HIGHWAY 100.
 DK6345
 DK6345                          STATION RECOVERY (2009)
 DK6345
 DK6345'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6345'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6354 ***********************************************************************
 DK6354  DESIGNATION -  2789 AY
 DK6354  PID         -  DK6354
 DK6354  STATE/COUNTY-  MN/HENNEPIN
 DK6354  COUNTRY     -  US
 DK6354  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6354
 DK6354                         *CURRENT SURVEY CONTROL
 DK6354  ______________________________________________________________________
 DK6354* NAD 83(1986) POSITION- 44 58 12.26   (N) 093 21 02.56   (W)   HD_HELD1  
 DK6354* NAVD 88 ORTHO HEIGHT -   273.121  (meters)     896.06  (feet) ADJUSTED  
 DK6354  ______________________________________________________________________
 DK6354  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6354  DYNAMIC HEIGHT  -        273.115 (meters)      896.04  (feet) COMP
 DK6354  MODELED GRAVITY -    980,587.9   (mgal)                       NAVD 88
 DK6354
 DK6354  VERT ORDER      -  SECOND    CLASS I
 DK6354
 DK6354.The horizontal coordinates were established by differentially corrected
 DK6354.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6354.
 DK6354.The orthometric height was determined by differential leveling and
 DK6354.adjusted in May 2010.
 DK6354
 DK6354.Photographs are available for this station.
 DK6354
 DK6354.The dynamic height is computed by dividing the NAVD 88
 DK6354.geopotential number by the normal gravity value computed on the
 DK6354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6354.degrees latitude (g = 980.6199 gals.).
 DK6354
 DK6354.The modeled gravity was interpolated from observed gravity values.
 DK6354
 DK6354;                    North         East    Units  Estimated Accuracy
 DK6354;SPC MN S     -   319,104.4     851,218.2     MT  (+/- 3 meters HH1 GPS) 
 DK6354
 DK6354                          SUPERSEDED SURVEY CONTROL
 DK6354
 DK6354.No superseded survey control is available for this station.
 DK6354
 DK6354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7234479685(NAD 83)
 DK6354
 DK6354_MARKER: DV = VERTICAL CONTROL DISK
 DK6354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6354_SP_SET: BRIDGE RAILING
 DK6354_STAMPING: 2789 AY 1993
 DK6354_MARK LOGO: MNDT  
 DK6354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6354+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2009
 DK6354
 DK6354  HISTORY     - Date     Condition        Report By
 DK6354  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6354  HISTORY     - 20090924 GOOD             MNDT
 DK6354
 DK6354                          STATION DESCRIPTION
 DK6354
 DK6354'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6354'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF
 DK6354'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.3 MI
 DK6354'(7.0 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6354'BRIDGE RAILING AT THE SOUTHEAST CORNER OF VERNON XENIA BRIDGE NUMBER
 DK6354'27747 OVER FAI 394, AT FAI 394 MILEPOST 5.0, 0.4 MI (0.6 KM) WEST OF
 DK6354'TRUNK HIGHWAY 100.
 DK6354
 DK6354                          STATION RECOVERY (2009)
 DK6354
 DK6354'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6354'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6353 ***********************************************************************
 DK6353  DESIGNATION -  2789 AZ
 DK6353  PID         -  DK6353
 DK6353  STATE/COUNTY-  MN/HENNEPIN
 DK6353  COUNTRY     -  US
 DK6353  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6353
 DK6353                         *CURRENT SURVEY CONTROL
 DK6353  ______________________________________________________________________
 DK6353* NAD 83(1986) POSITION- 44 58 14.     (N) 093 21 06.     (W)   SCALED    
 DK6353* NAVD 88 ORTHO HEIGHT -   271.948  (meters)     892.22  (feet) ADJUSTED  
 DK6353  ______________________________________________________________________
 DK6353  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6353  DYNAMIC HEIGHT  -        271.942 (meters)      892.20  (feet) COMP
 DK6353  MODELED GRAVITY -    980,588.1   (mgal)                       NAVD 88
 DK6353
 DK6353  VERT ORDER      -  SECOND    CLASS I
 DK6353
 DK6353.The horizontal coordinates were scaled from a topographic map and have
 DK6353.an estimated accuracy of +/- 6 seconds.
 DK6353.
 DK6353.The orthometric height was determined by differential leveling and
 DK6353.adjusted in May 2010.
 DK6353
 DK6353.The dynamic height is computed by dividing the NAVD 88
 DK6353.geopotential number by the normal gravity value computed on the
 DK6353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6353.degrees latitude (g = 980.6199 gals.).
 DK6353
 DK6353.The modeled gravity was interpolated from observed gravity values.
 DK6353
 DK6353;                    North         East    Units  Estimated Accuracy
 DK6353;SPC MN S     -   319,160.      851,140.      MT  (+/- 180 meters Scaled)
 DK6353
 DK6353                          SUPERSEDED SURVEY CONTROL
 DK6353
 DK6353.No superseded survey control is available for this station.
 DK6353
 DK6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK722797(NAD 83)
 DK6353
 DK6353_MARKER: DV = VERTICAL CONTROL DISK
 DK6353_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6353_SP_SET: BRIDGE RAILING
 DK6353_STAMPING: 2789 AZ 1993
 DK6353_MARK LOGO: MNDT  
 DK6353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6353+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DK6353
 DK6353  HISTORY     - Date     Condition        Report By
 DK6353  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6353
 DK6353                          STATION DESCRIPTION
 DK6353
 DK6353'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6353'THE MARK IS LOCATED ABOUT 9.3 MI (15.1 KM) NORTH-NORTHWEST OF
 DK6353'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.4 MI
 DK6353'(7.0 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6353'BRIDGE RAILING AT THE NORTHWEST CORNER OF VERNON XENIA BRIDGE NUMBER
 DK6353'27747 OVER FAI394, AT FAI 394 MILEPOST 5.0, 0.4 MI (0.6 KM) WEST ALONG
 DK6353'OF TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2318 ***********************************************************************
 DJ2318  DESIGNATION -  2789 B
 DJ2318  PID         -  DJ2318
 DJ2318  STATE/COUNTY-  MN/HENNEPIN
 DJ2318  COUNTRY     -  US
 DJ2318  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2318
 DJ2318                         *CURRENT SURVEY CONTROL
 DJ2318  ______________________________________________________________________
 DJ2318* NAD 83(1986) POSITION- 44 58 09.77   (N) 093 18 30.62   (W)   HD_HELD1  
 DJ2318* NAVD 88 ORTHO HEIGHT -   267.704  (meters)     878.29  (feet) ADJUSTED  
 DJ2318  ______________________________________________________________________
 DJ2318  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DJ2318  DYNAMIC HEIGHT  -        267.698 (meters)      878.27  (feet) COMP
 DJ2318  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DJ2318
 DJ2318  VERT ORDER      -  SECOND    CLASS II
 DJ2318
 DJ2318.The horizontal coordinates were established by differentially corrected
 DJ2318.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2318.
 DJ2318.The orthometric height was determined by differential leveling and
 DJ2318.adjusted in May 2010.
 DJ2318
 DJ2318.Photographs are available for this station.
 DJ2318
 DJ2318.The dynamic height is computed by dividing the NAVD 88
 DJ2318.geopotential number by the normal gravity value computed on the
 DJ2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2318.degrees latitude (g = 980.6199 gals.).
 DJ2318
 DJ2318.The modeled gravity was interpolated from observed gravity values.
 DJ2318
 DJ2318;                    North         East    Units  Estimated Accuracy
 DJ2318;SPC MN S     -   319,054.9     854,548.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2318
 DJ2318                          SUPERSEDED SURVEY CONTROL
 DJ2318
 DJ2318.No superseded survey control is available for this station.
 DJ2318
 DJ2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7567279595(NAD 83)
 DJ2318
 DJ2318_MARKER: DV = VERTICAL CONTROL DISK
 DJ2318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2318_SP_SET: BRIDGE WINGWALL
 DJ2318_STAMPING: 2789 B 1988
 DJ2318_MARK LOGO: MNDT  
 DJ2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2318+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DJ2318
 DJ2318  HISTORY     - Date     Condition        Report By
 DJ2318  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2318  HISTORY     - 19930506 GOOD             MNDT
 DJ2318
 DJ2318                          STATION DESCRIPTION
 DJ2318
 DJ2318'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2318'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, AT THE SOUTHWEST
 DJ2318'CORNER OF BRIDGE NUMBER 27770, CARRYING THE SOUTHWEST RAMP FROM PENN
 DJ2318'AVENUE TO EASTBOUND INTERSTATE 394 AND IS IN THE SOUTHWEST 1/4 OF
 DJ2318'SECTION 28, T28N, R24W.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 DJ2318'CONTROL MONUMENT DISK STAMPED---2789 B 1988---, IS SET IN THE TOP OF
 DJ2318'THE WINGWALL OF THE BRIDGE.
 DJ2318
 DJ2318                          STATION RECOVERY (1993)
 DJ2318
 DJ2318'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2318'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6331 ***********************************************************************
 DK6331  DESIGNATION -  2789 BR
 DK6331  PID         -  DK6331
 DK6331  STATE/COUNTY-  MN/HENNEPIN
 DK6331  COUNTRY     -  US
 DK6331  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6331
 DK6331                         *CURRENT SURVEY CONTROL
 DK6331  ______________________________________________________________________
 DK6331* NAD 83(1986) POSITION- 44 58 13.     (N) 093 20 09.     (W)   SCALED    
 DK6331* NAVD 88 ORTHO HEIGHT -   274.001  (meters)     898.95  (feet) ADJUSTED  
 DK6331  ______________________________________________________________________
 DK6331  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6331  DYNAMIC HEIGHT  -        273.995 (meters)      898.93  (feet) COMP
 DK6331  MODELED GRAVITY -    980,586.8   (mgal)                       NAVD 88
 DK6331
 DK6331  VERT ORDER      -  SECOND    CLASS I
 DK6331
 DK6331.The horizontal coordinates were scaled from a topographic map and have
 DK6331.an estimated accuracy of +/- 6 seconds.
 DK6331.
 DK6331.The orthometric height was determined by differential leveling and
 DK6331.adjusted in May 2010.
 DK6331
 DK6331.The dynamic height is computed by dividing the NAVD 88
 DK6331.geopotential number by the normal gravity value computed on the
 DK6331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6331.degrees latitude (g = 980.6199 gals.).
 DK6331
 DK6331.The modeled gravity was interpolated from observed gravity values.
 DK6331
 DK6331;                    North         East    Units  Estimated Accuracy
 DK6331;SPC MN S     -   319,140.      852,390.      MT  (+/- 180 meters Scaled)
 DK6331
 DK6331                          SUPERSEDED SURVEY CONTROL
 DK6331
 DK6331.No superseded survey control is available for this station.
 DK6331
 DK6331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK735797(NAD 83)
 DK6331
 DK6331_MARKER: DV = VERTICAL CONTROL DISK
 DK6331_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6331_SP_SET: BRIDGE RAILING
 DK6331_STAMPING: 2789 BR 1993
 DK6331_MARK LOGO: MNDT  
 DK6331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6331+STABILITY: SURFACE MOTION
 DK6331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6331+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6331
 DK6331  HISTORY     - Date     Condition        Report By
 DK6331  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6331
 DK6331                          STATION DESCRIPTION
 DK6331
 DK6331'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6331'THE MARK IS LOCATED ABOUT 9.1 MI (14.7 KM) NORTH OF BLOOMINGTON, 7.0
 DK6331'MI (11.2 KM) EAST-NORTHEAST OF HOPKINS AND 3.6 MI (5.8 KM) WEST OF
 DK6331'MINNEAPOLIS IN THE TOWN OF ST LOUIS PARK, IN THE BRIDGE RAILING IN THE
 DK6331'SOUTH CORNER OF THE EAST LEG OF FAI 394 BRIDGE NUMBER 27753 (NORTH
 DK6331'BOUND TRUNK HIGHWAY 100 OFF RAMP FOR EAST BOUND FAI 394 HOV LANE) OVER
 DK6331'FAI 394, AT FAI 394 MILEPOST 6.05, AT THE JUNCTION OF TRUNK HIGHWAY
 DK6331'100 AND FAI 394.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6332 ***********************************************************************
 DK6332  DESIGNATION -  2789 BS
 DK6332  PID         -  DK6332
 DK6332  STATE/COUNTY-  MN/HENNEPIN
 DK6332  COUNTRY     -  US
 DK6332  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6332
 DK6332                         *CURRENT SURVEY CONTROL
 DK6332  ______________________________________________________________________
 DK6332* NAD 83(1986) POSITION- 44 58 16.     (N) 093 20 26.     (W)   SCALED    
 DK6332* NAVD 88 ORTHO HEIGHT -   275.535  (meters)     903.98  (feet) ADJUSTED  
 DK6332  ______________________________________________________________________
 DK6332  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DK6332  DYNAMIC HEIGHT  -        275.529 (meters)      903.96  (feet) COMP
 DK6332  MODELED GRAVITY -    980,587.3   (mgal)                       NAVD 88
 DK6332
 DK6332  VERT ORDER      -  SECOND    CLASS I
 DK6332
 DK6332.The horizontal coordinates were scaled from a topographic map and have
 DK6332.an estimated accuracy of +/- 6 seconds.
 DK6332.
 DK6332.The orthometric height was determined by differential leveling and
 DK6332.adjusted in May 2010.
 DK6332
 DK6332.The dynamic height is computed by dividing the NAVD 88
 DK6332.geopotential number by the normal gravity value computed on the
 DK6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6332.degrees latitude (g = 980.6199 gals.).
 DK6332
 DK6332.The modeled gravity was interpolated from observed gravity values.
 DK6332
 DK6332;                    North         East    Units  Estimated Accuracy
 DK6332;SPC MN S     -   319,230.      852,020.      MT  (+/- 180 meters Scaled)
 DK6332
 DK6332                          SUPERSEDED SURVEY CONTROL
 DK6332
 DK6332.No superseded survey control is available for this station.
 DK6332
 DK6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK731797(NAD 83)
 DK6332
 DK6332_MARKER: DV = VERTICAL CONTROL DISK
 DK6332_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6332_SP_SET: BRIDGE RAILING
 DK6332_STAMPING: 2789 BS 1993
 DK6332_MARK LOGO: MNDT  
 DK6332_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6332+STABILITY: SURFACE MOTION
 DK6332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6332+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1993
 DK6332
 DK6332  HISTORY     - Date     Condition        Report By
 DK6332  HISTORY     - 19930504 MONUMENTED       MNDT
 DK6332
 DK6332                          STATION DESCRIPTION
 DK6332
 DK6332'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6332'THE MARK IS LOCATED ABOUT 9.2 MI (14.9 KM) NORTH-NORTHWEST OF
 DK6332'BLOOMINGTON, 6.8 MI (10.9 KM) EAST-NORTHEAST OF HOPKINS AND 3.8 MI
 DK6332'(6.1 KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE
 DK6332'BRIDGE RAILING AT THE NORTHEAST CORNER OF THE NORTHWEST LEG OF FAI 394
 DK6332'BRIDGE NUMBER 27753 (WEST BOUND FAI 394 OFF RAMP FOR NORTH BOUND TRUNK
 DK6332'HIGHWAY 100) OVER FAI 394, AT FAI 394 MILEPOST 6.05, AT THE JUNCTION
 DK6332'OF FAI 394 AND TRUNK HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2286 ***********************************************************************
 DJ2286  DESIGNATION -  2789 C
 DJ2286  PID         -  DJ2286
 DJ2286  STATE/COUNTY-  MN/HENNEPIN
 DJ2286  COUNTRY     -  US
 DJ2286  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2286
 DJ2286                         *CURRENT SURVEY CONTROL
 DJ2286  ______________________________________________________________________
 DJ2286* NAD 83(1986) POSITION- 44 58 12.     (N) 093 18 24.     (W)   SCALED    
 DJ2286* NAVD 88 ORTHO HEIGHT -   262.668  (meters)     861.77  (feet) ADJUSTED  
 DJ2286  ______________________________________________________________________
 DJ2286  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DJ2286  DYNAMIC HEIGHT  -        262.662 (meters)      861.75  (feet) COMP
 DJ2286  MODELED GRAVITY -    980,585.6   (mgal)                       NAVD 88
 DJ2286
 DJ2286  VERT ORDER      -  SECOND    CLASS I
 DJ2286
 DJ2286.The horizontal coordinates were scaled from a topographic map and have
 DJ2286.an estimated accuracy of +/- 6 seconds.
 DJ2286.
 DJ2286.The orthometric height was determined by differential leveling and
 DJ2286.adjusted in May 2010.
 DJ2286
 DJ2286.The dynamic height is computed by dividing the NAVD 88
 DJ2286.geopotential number by the normal gravity value computed on the
 DJ2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2286.degrees latitude (g = 980.6199 gals.).
 DJ2286
 DJ2286.The modeled gravity was interpolated from observed gravity values.
 DJ2286
 DJ2286;                    North         East    Units  Estimated Accuracy
 DJ2286;SPC MN S     -   319,130.      854,690.      MT  (+/- 180 meters Scaled)
 DJ2286
 DJ2286                          SUPERSEDED SURVEY CONTROL
 DJ2286
 DJ2286.No superseded survey control is available for this station.
 DJ2286
 DJ2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK758796(NAD 83)
 DJ2286
 DJ2286_MARKER: DV = VERTICAL CONTROL DISK
 DJ2286_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2286_SP_SET: CONCRETE J BARRIER
 DJ2286_STAMPING: 2789 C 1988
 DJ2286_MARK LOGO: MNDT  
 DJ2286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2286+STABILITY: SURFACE MOTION
 DJ2286
 DJ2286  HISTORY     - Date     Condition        Report By
 DJ2286  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2286
 DJ2286                          STATION DESCRIPTION
 DJ2286
 DJ2286'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2286'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.7 MILES EAST ALONG
 DJ2286'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2286'TRUNK HIGHWAY 100, AT THE SOUTHWEST CORNER OF THE PORTION OF BRIDGE
 DJ2286'NUMBER 27770 CARRYING EASTBOUND INTERSTATE 394 OVER THE BURLINGTON
 DJ2286'NORTHERN AND THE MINNEAPOLIS AND ST LOUIS RAILROADS AND IN THE SW 1/4
 DJ2286'OF SECTION 28, T29N, R24W.  THE MARK, A STANDARD MNDT ALUMINUM
 DJ2286'VERTICAL CONTROL MONUMENT DISK STAMPED---2789 C 1988---, IS SET IN THE
 DJ2286'TOP OF THE CONCRETE J - BARRIER AT THE SOUTHWEST PORTION OF THE
 DJ2286'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6337 ***********************************************************************
 DK6337  DESIGNATION -  2789 CA
 DK6337  PID         -  DK6337
 DK6337  STATE/COUNTY-  MN/HENNEPIN
 DK6337  COUNTRY     -  US
 DK6337  USGS QUAD   -  HOPKINS (1993)
 DK6337
 DK6337                         *CURRENT SURVEY CONTROL
 DK6337  ______________________________________________________________________
 DK6337* NAD 83(1986) POSITION- 44 58 25.45   (N) 093 24 02.77   (W)   HD_HELD1  
 DK6337* NAVD 88 ORTHO HEIGHT -   281.651  (meters)     924.05  (feet) ADJUSTED  
 DK6337  ______________________________________________________________________
 DK6337  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DK6337  DYNAMIC HEIGHT  -        281.647 (meters)      924.04  (feet) COMP
 DK6337  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 DK6337
 DK6337  VERT ORDER      -  SECOND    CLASS I
 DK6337
 DK6337.The horizontal coordinates were established by differentially corrected
 DK6337.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK6337.
 DK6337.The orthometric height was determined by differential leveling and
 DK6337.adjusted in May 2010.
 DK6337
 DK6337.The dynamic height is computed by dividing the NAVD 88
 DK6337.geopotential number by the normal gravity value computed on the
 DK6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6337.degrees latitude (g = 980.6199 gals.).
 DK6337
 DK6337.The modeled gravity was interpolated from observed gravity values.
 DK6337
 DK6337;                    North         East    Units  Estimated Accuracy
 DK6337;SPC MN S     -   319,481.4     847,266.5     MT  (+/- 3 meters HH1 GPS) 
 DK6337
 DK6337                          SUPERSEDED SURVEY CONTROL
 DK6337
 DK6337.No superseded survey control is available for this station.
 DK6337
 DK6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6839880110(NAD 83)
 DK6337
 DK6337_MARKER: DV = VERTICAL CONTROL DISK
 DK6337_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6337_SP_SET: BRIDGE ABUTMENT
 DK6337_STAMPING: 2789 CA
 DK6337_MARK LOGO: MNDT  
 DK6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6337+SATELLITE: SATELLITE OBSERVATIONS - 1994
 DK6337
 DK6337  HISTORY     - Date     Condition        Report By
 DK6337  HISTORY     - 1994     MONUMENTED       MNDT
 DK6337
 DK6337                          STATION DESCRIPTION
 DK6337
 DK6337'DESCRIBED BY MN DEPT OF TRANSP 1994
 DK6337'THE MARK IS LOCATED ABOUT 7.7 MI (12.3 KM) SOUTHEAST OF HAMEL, 6.7 MI
 DK6337'(10.8 KM) WEST OF MINNEAPOLIS AND 4.5 MI (7.3 KM) NORTHEAST OF HOPKINS
 DK6337'IN THE TOWN OF GOLDEN VALLEY, IN THE NORTHWEST QUADRANT OF THE
 DK6337'JUNCTION OF FAI 394 AND TRUNK HIGHWAY 169, IN NORTHWEST CORNER OF
 DK6337'BRIDGE NUMBER 27742
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2319 ***********************************************************************
 DJ2319  DESIGNATION -  2789 D
 DJ2319  PID         -  DJ2319
 DJ2319  STATE/COUNTY-  MN/HENNEPIN
 DJ2319  COUNTRY     -  US
 DJ2319  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2319
 DJ2319                         *CURRENT SURVEY CONTROL
 DJ2319  ______________________________________________________________________
 DJ2319* NAD 83(1986) POSITION- 44 58 13.     (N) 093 18 30.     (W)   SCALED    
 DJ2319* NAVD 88 ORTHO HEIGHT -   267.625  (meters)     878.03  (feet) ADJUSTED  
 DJ2319  ______________________________________________________________________
 DJ2319  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DJ2319  DYNAMIC HEIGHT  -        267.619 (meters)      878.01  (feet) COMP
 DJ2319  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 DJ2319
 DJ2319  VERT ORDER      -  SECOND    CLASS II
 DJ2319
 DJ2319.The horizontal coordinates were scaled from a topographic map and have
 DJ2319.an estimated accuracy of +/- 6 seconds.
 DJ2319.
 DJ2319.The orthometric height was determined by differential leveling and
 DJ2319.adjusted in May 2010.
 DJ2319
 DJ2319.The dynamic height is computed by dividing the NAVD 88
 DJ2319.geopotential number by the normal gravity value computed on the
 DJ2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2319.degrees latitude (g = 980.6199 gals.).
 DJ2319
 DJ2319.The modeled gravity was interpolated from observed gravity values.
 DJ2319
 DJ2319;                    North         East    Units  Estimated Accuracy
 DJ2319;SPC MN S     -   319,160.      854,560.      MT  (+/- 180 meters Scaled)
 DJ2319
 DJ2319                          SUPERSEDED SURVEY CONTROL
 DJ2319
 DJ2319.No superseded survey control is available for this station.
 DJ2319
 DJ2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756796(NAD 83)
 DJ2319
 DJ2319_MARKER: DV = VERTICAL CONTROL DISK
 DJ2319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2319_SP_SET: BRIDGE WINGWALL
 DJ2319_STAMPING: 2789 D 1988
 DJ2319_MARK LOGO: MNDT  
 DJ2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2319+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DJ2319
 DJ2319  HISTORY     - Date     Condition        Report By
 DJ2319  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2319  HISTORY     - 19930506 GOOD             MNDT
 DJ2319
 DJ2319                          STATION DESCRIPTION
 DJ2319
 DJ2319'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2319'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.7 MILES EAST ALONG
 DJ2319'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2319'TRUNK HIGHWAY 100, AT THE RAMP OF BRIDGE NUMBER 27770 FROM WESTBOUND
 DJ2319'INTERSTATE 394 TO PENN AVENUE, AND IN THE NORTHWEST 1/4 OF SECTION 28,
 DJ2319'T29N, R24W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 DJ2319'STAMPED---2789 D 1988---, IS SET IN THE TOP OF THE SOUTHWEST WINGWALL
 DJ2319'OF THE BRIDGE.
 DJ2319
 DJ2319                          STATION RECOVERY (1993)
 DJ2319
 DJ2319'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2319'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2320 ***********************************************************************
 DJ2320  DESIGNATION -  2789 E
 DJ2320  PID         -  DJ2320
 DJ2320  STATE/COUNTY-  MN/HENNEPIN
 DJ2320  COUNTRY     -  US
 DJ2320  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2320
 DJ2320                         *CURRENT SURVEY CONTROL
 DJ2320  ______________________________________________________________________
 DJ2320* NAD 83(1986) POSITION- 44 58 10.     (N) 093 18 33.     (W)   SCALED    
 DJ2320* NAVD 88 ORTHO HEIGHT -   268.396  (meters)     880.56  (feet) ADJUSTED  
 DJ2320  ______________________________________________________________________
 DJ2320  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DJ2320  DYNAMIC HEIGHT  -        268.390 (meters)      880.54  (feet) COMP
 DJ2320  MODELED GRAVITY -    980,585.5   (mgal)                       NAVD 88
 DJ2320
 DJ2320  VERT ORDER      -  SECOND    CLASS II
 DJ2320
 DJ2320.The horizontal coordinates were scaled from a topographic map and have
 DJ2320.an estimated accuracy of +/- 6 seconds.
 DJ2320.
 DJ2320.The orthometric height was determined by differential leveling and
 DJ2320.adjusted in May 2010.
 DJ2320
 DJ2320.Photographs are available for this station.
 DJ2320
 DJ2320.The dynamic height is computed by dividing the NAVD 88
 DJ2320.geopotential number by the normal gravity value computed on the
 DJ2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2320.degrees latitude (g = 980.6199 gals.).
 DJ2320
 DJ2320.The modeled gravity was interpolated from observed gravity values.
 DJ2320
 DJ2320;                    North         East    Units  Estimated Accuracy
 DJ2320;SPC MN S     -   319,060.      854,500.      MT  (+/- 180 meters Scaled)
 DJ2320
 DJ2320                          SUPERSEDED SURVEY CONTROL
 DJ2320
 DJ2320.No superseded survey control is available for this station.
 DJ2320
 DJ2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK756796(NAD 83)
 DJ2320
 DJ2320_MARKER: DV = VERTICAL CONTROL DISK
 DJ2320_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2320_SP_SET: BRIDGE ABUTMENT
 DJ2320_STAMPING: 2789 E 1988
 DJ2320_MARK LOGO: MNDT  
 DJ2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2320+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2320
 DJ2320  HISTORY     - Date     Condition        Report By
 DJ2320  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2320  HISTORY     - 19930505 GOOD             MNDT
 DJ2320
 DJ2320                          STATION DESCRIPTION
 DJ2320
 DJ2320'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2320'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, ABOUT 1.6 MILES EAST
 DJ2320'ALONG INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION
 DJ2320'WITH TRUNK HIGHWAY 100, IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 27758
 DJ2320'(PENN AVENUE OVER INTERSTATE 394) AND IN THE SW 1/4 OF SECTION 28,
 DJ2320'T29N, R24W.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 DJ2320'MONUMENT DISK STAMPED---2789 E 1988---, IS SET IN THE SIDEWALK AT THE
 DJ2320'SOUTHWEST CORNER OF THE BRIDGE.
 DJ2320
 DJ2320                          STATION RECOVERY (1993)
 DJ2320
 DJ2320'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2320'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2287 ***********************************************************************
 DJ2287  DESIGNATION -  2789 F
 DJ2287  PID         -  DJ2287
 DJ2287  STATE/COUNTY-  MN/HENNEPIN
 DJ2287  COUNTRY     -  US
 DJ2287  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2287
 DJ2287                         *CURRENT SURVEY CONTROL
 DJ2287  ______________________________________________________________________
 DJ2287* NAD 83(1986) POSITION- 44 58 11.30   (N) 093 19 17.48   (W)   HD_HELD1  
 DJ2287* NAVD 88 ORTHO HEIGHT -   273.383  (meters)     896.92  (feet) ADJUSTED  
 DJ2287  ______________________________________________________________________
 DJ2287  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DJ2287  DYNAMIC HEIGHT  -        273.376 (meters)      896.90  (feet) COMP
 DJ2287  MODELED GRAVITY -    980,586.0   (mgal)                       NAVD 88
 DJ2287
 DJ2287  VERT ORDER      -  SECOND    CLASS II
 DJ2287
 DJ2287.The horizontal coordinates were established by differentially corrected
 DJ2287.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2287.
 DJ2287.The orthometric height was determined by differential leveling and
 DJ2287.adjusted in May 2010.
 DJ2287
 DJ2287.The dynamic height is computed by dividing the NAVD 88
 DJ2287.geopotential number by the normal gravity value computed on the
 DJ2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2287.degrees latitude (g = 980.6199 gals.).
 DJ2287
 DJ2287.The modeled gravity was interpolated from observed gravity values.
 DJ2287
 DJ2287;                    North         East    Units  Estimated Accuracy
 DJ2287;SPC MN S     -   319,093.5     853,520.9     MT  (+/- 3 meters HH1 GPS) 
 DJ2287
 DJ2287                          SUPERSEDED SURVEY CONTROL
 DJ2287
 DJ2287.No superseded survey control is available for this station.
 DJ2287
 DJ2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7464579646(NAD 83)
 DJ2287
 DJ2287_MARKER: DV = VERTICAL CONTROL DISK
 DJ2287_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2287_SP_SET: BRIDGE ABUTMENT
 DJ2287_STAMPING: 2789 F 1988
 DJ2287_MARK LOGO: MNDT  
 DJ2287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2287+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2287
 DJ2287  HISTORY     - Date     Condition        Report By
 DJ2287  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2287  HISTORY     - 19930505 GOOD             MNDT
 DJ2287
 DJ2287                          STATION DESCRIPTION
 DJ2287
 DJ2287'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2287'THE MARK IS LOCATED IN THE CITY OF MINNEAPOLIS, 1.0 MILE EAST ALONG
 DJ2287'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2287'TRUNK HIGHWAY 100, IN THE SIDEWALK AT THE SOUTHEAST CORNER OF BRIDGE
 DJ2287'NUMBER 27756 (THEODORE WIRTH PARKWAY OVER INTERSTATE HIGHWAY 394) AND
 DJ2287'IN THE NW 1/4 OF SECTION 29, T29N, R24W.  THE MARK, A STANDARD MNDT
 DJ2287'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 F 1988---, IS
 DJ2287'SET IN THE SIDEWALK AT THE SOUTHEAST CORNER OF THE SOUTH ABUTMENT OF
 DJ2287'THE BRIDGE.
 DJ2287
 DJ2287                          STATION RECOVERY (1993)
 DJ2287
 DJ2287'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2287'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2288 ***********************************************************************
 DJ2288  DESIGNATION -  2789 G
 DJ2288  PID         -  DJ2288
 DJ2288  STATE/COUNTY-  MN/HENNEPIN
 DJ2288  COUNTRY     -  US
 DJ2288  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2288
 DJ2288                         *CURRENT SURVEY CONTROL
 DJ2288  ______________________________________________________________________
 DJ2288* NAD 83(1986) POSITION- 44 58 12.     (N) 093 19 50.     (W)   SCALED    
 DJ2288* NAVD 88 ORTHO HEIGHT -   279.012  (meters)     915.39  (feet) ADJUSTED  
 DJ2288  ______________________________________________________________________
 DJ2288  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DJ2288  DYNAMIC HEIGHT  -        279.006 (meters)      915.37  (feet) COMP
 DJ2288  MODELED GRAVITY -    980,586.5   (mgal)                       NAVD 88
 DJ2288
 DJ2288  VERT ORDER      -  SECOND    CLASS II
 DJ2288
 DJ2288.The horizontal coordinates were scaled from a topographic map and have
 DJ2288.an estimated accuracy of +/- 6 seconds.
 DJ2288.
 DJ2288.The orthometric height was determined by differential leveling and
 DJ2288.adjusted in May 2010.
 DJ2288
 DJ2288.The dynamic height is computed by dividing the NAVD 88
 DJ2288.geopotential number by the normal gravity value computed on the
 DJ2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2288.degrees latitude (g = 980.6199 gals.).
 DJ2288
 DJ2288.The modeled gravity was interpolated from observed gravity values.
 DJ2288
 DJ2288;                    North         East    Units  Estimated Accuracy
 DJ2288;SPC MN S     -   319,110.      852,810.      MT  (+/- 180 meters Scaled)
 DJ2288
 DJ2288                          SUPERSEDED SURVEY CONTROL
 DJ2288
 DJ2288.No superseded survey control is available for this station.
 DJ2288
 DJ2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK739796(NAD 83)
 DJ2288
 DJ2288_MARKER: B = BOLT
 DJ2288_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2288+WITH SETTING: PAVEMENT
 DJ2288_SP_SET: OVERHEAD SIGN BASE
 DJ2288_STAMPING: 2789 G 1988
 DJ2288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2288+STABILITY: SURFACE MOTION
 DJ2288
 DJ2288  HISTORY     - Date     Condition        Report By
 DJ2288  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2288
 DJ2288                          STATION DESCRIPTION
 DJ2288
 DJ2288'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2288'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.6 MILE EAST ALONG
 DJ2288'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2288'TRUNK HIGHWAY 100, AND NEAR THE EAST 1/4 OF SECTION 30, T29N, R29W.
 DJ2288'THE MARK IS A CHISELED X IN THE SOUTHWEST BOLT (UNSTAMPED) IN THE
 DJ2288'CONCRETE BASE OF AN OVERHEAD SIGN MARKING THE HIGH - OCCUPANCY -
 DJ2288'VEHICLE (SANE) LANE AND IS IN THE MEDIAN OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2321 ***********************************************************************
 DJ2321  DESIGNATION -  2789 H
 DJ2321  PID         -  DJ2321
 DJ2321  STATE/COUNTY-  MN/HENNEPIN
 DJ2321  COUNTRY     -  US
 DJ2321  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2321
 DJ2321                         *CURRENT SURVEY CONTROL
 DJ2321  ______________________________________________________________________
 DJ2321* NAD 83(1986) POSITION- 44 58 16.     (N) 093 20 55.     (W)   SCALED    
 DJ2321* NAVD 88 ORTHO HEIGHT -   267.991  (meters)     879.23  (feet) ADJUSTED  
 DJ2321  ______________________________________________________________________
 DJ2321  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DJ2321  DYNAMIC HEIGHT  -        267.986 (meters)      879.22  (feet) COMP
 DJ2321  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 DJ2321
 DJ2321  VERT ORDER      -  SECOND    CLASS II
 DJ2321
 DJ2321.The horizontal coordinates were scaled from a topographic map and have
 DJ2321.an estimated accuracy of +/- 6 seconds.
 DJ2321.
 DJ2321.The orthometric height was determined by differential leveling and
 DJ2321.adjusted in May 2010.
 DJ2321
 DJ2321.The dynamic height is computed by dividing the NAVD 88
 DJ2321.geopotential number by the normal gravity value computed on the
 DJ2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2321.degrees latitude (g = 980.6199 gals.).
 DJ2321
 DJ2321.The modeled gravity was interpolated from observed gravity values.
 DJ2321
 DJ2321;                    North         East    Units  Estimated Accuracy
 DJ2321;SPC MN S     -   319,220.      851,380.      MT  (+/- 180 meters Scaled)
 DJ2321
 DJ2321                          SUPERSEDED SURVEY CONTROL
 DJ2321
 DJ2321.No superseded survey control is available for this station.
 DJ2321
 DJ2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK725798(NAD 83)
 DJ2321
 DJ2321_MARKER: DV = VERTICAL CONTROL DISK
 DJ2321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2321_STAMPING: 2789 H 1988
 DJ2321_MARK LOGO: MNDT  
 DJ2321_PROJECTION: FLUSH
 DJ2321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2321+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1994
 DJ2321_ROD/PIPE-DEPTH: 11.9 meters
 DJ2321
 DJ2321  HISTORY     - Date     Condition        Report By
 DJ2321  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2321  HISTORY     - 19940608 MARK NOT FOUND   MNDT
 DJ2321
 DJ2321                          STATION DESCRIPTION
 DJ2321
 DJ2321'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2321'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.4 MILE WEST ALONG
 DJ2321'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2321'TRUNK HIGHWAY 100 TO TURNERS CROSSROAD, THENCE NORTH ON TURNERS
 DJ2321'CROSSROAD FOR O.1 MILE AND IN THE NW 1/4 OF SECTION 30, T29N, R24W.
 DJ2321'THE MARK IS 40 FEET EAST OF THE CENTERLINE OF TURNERS CROSSROAD, 130
 DJ2321'FEET WEST OF 5410 WAYZATA BOULEVARD, 80 FEET SOUTHWEST OF THE
 DJ2321'SOUTHWEST CORNER 0F 1201 TURNERS CROSSROAD AND IN A RAISED ISLAND ON
 DJ2321'THE EDGE OF A PARKING LOT.  THE MARK, A STANDARD MNDT MAGNETIC
 DJ2321'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 H 1988---, IS
 DJ2321'FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 39 FOOT LONG DRIVEN
 DJ2321'ALUMINUM ROD.
 DJ2321
 DJ2321                          STATION RECOVERY (1994)
 DJ2321
 DJ2321'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2321'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2323 ***********************************************************************
 DJ2323  DESIGNATION -  2789 K
 DJ2323  PID         -  DJ2323
 DJ2323  STATE/COUNTY-  MN/HENNEPIN
 DJ2323  COUNTRY     -  US
 DJ2323  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2323
 DJ2323                         *CURRENT SURVEY CONTROL
 DJ2323  ______________________________________________________________________
 DJ2323* NAD 83(1986) POSITION- 44 58 16.     (N) 093 21 08.     (W)   SCALED    
 DJ2323* NAVD 88 ORTHO HEIGHT -   269.524  (meters)     884.26  (feet) ADJUSTED  
 DJ2323  ______________________________________________________________________
 DJ2323  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DJ2323  DYNAMIC HEIGHT  -        269.519 (meters)      884.25  (feet) COMP
 DJ2323  MODELED GRAVITY -    980,588.3   (mgal)                       NAVD 88
 DJ2323
 DJ2323  VERT ORDER      -  SECOND    CLASS II
 DJ2323
 DJ2323.The horizontal coordinates were scaled from a topographic map and have
 DJ2323.an estimated accuracy of +/- 6 seconds.
 DJ2323.
 DJ2323.The orthometric height was determined by differential leveling and
 DJ2323.adjusted in May 2010.
 DJ2323
 DJ2323.The dynamic height is computed by dividing the NAVD 88
 DJ2323.geopotential number by the normal gravity value computed on the
 DJ2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2323.degrees latitude (g = 980.6199 gals.).
 DJ2323
 DJ2323.The modeled gravity was interpolated from observed gravity values.
 DJ2323
 DJ2323;                    North         East    Units  Estimated Accuracy
 DJ2323;SPC MN S     -   319,220.      851,100.      MT  (+/- 180 meters Scaled)
 DJ2323
 DJ2323                          SUPERSEDED SURVEY CONTROL
 DJ2323
 DJ2323.No superseded survey control is available for this station.
 DJ2323
 DJ2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK722798(NAD 83)
 DJ2323
 DJ2323_MARKER: DV = VERTICAL CONTROL DISK
 DJ2323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2323_STAMPING: 2789 K
 DJ2323_MARK LOGO: MNDT  
 DJ2323_PROJECTION: FLUSH
 DJ2323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2323_ROD/PIPE-DEPTH: 10.1 meters
 DJ2323
 DJ2323  HISTORY     - Date     Condition        Report By
 DJ2323  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2323  HISTORY     - 19930506 POOR             MNDT
 DJ2323
 DJ2323                          STATION DESCRIPTION
 DJ2323
 DJ2323'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2323'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.4 MILE WEST ALONG
 DJ2323'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2323'TRUNK HIGHWAY 100 TO TURNERS CROSSROAD, THENCE NORTH ON TURNERS
 DJ2323'CROSSROAD FOR 100 FEET TO THE NORTH FRONTAGE ROAD (WAYZATA BOULEVARD)
 DJ2323'THENCE WEST ALONG WAYZATA BOULEVARD TO 5760 WAYZATA BOULEVARD AND IN
 DJ2323'THE NORTH 1/2 OF SECTION 4, T117N, R21W.  THE MARK IS 34 FEET NORTH OF
 DJ2323'THE CENTERLINE OF WAYZATA BOULEVARD, 91 FEET SOUTHEAST OF THE
 DJ2323'SOUTHWEST CORNER AND 50 FEET SOUTH OF THE SOUTHEAST CORNER OF 5760
 DJ2323'WAYZATA BOULEVARD, AND 54 FEET SOUTH - SOUTHWEST OF THE SOUTHWEST
 DJ2323'CORNER OF 5740 WAYZATA BOULEVARD.  THE MARK, A STANDARD MNDT MAGNETIC
 DJ2323'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 K 1988---, IS
 DJ2323'FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 33 FOOT LONG DRIVEN
 DJ2323'ALUMINUM ROD.
 DJ2323
 DJ2323                          STATION RECOVERY (1993)
 DJ2323
 DJ2323'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2323'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH-NORTHWEST OF
 DJ2323'BLOOMINGTON, 6.3 MI (10.1 KM) EAST-NORTHEAST OF HOPKINS AND 4.4 MI
 DJ2323'(7.1 KM) WEST OF MINNEAPOLIS.
 DJ2323' 
 DJ2323'THE MARK WAS FOUND IN POOR CONDITION.  THE MARK IS TILTED TO NORTH AND
 DJ2323'HALF OF DISK IS MISSING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2289 ***********************************************************************
 DJ2289  DESIGNATION -  2789 L
 DJ2289  PID         -  DJ2289
 DJ2289  STATE/COUNTY-  MN/HENNEPIN
 DJ2289  COUNTRY     -  US
 DJ2289  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2289
 DJ2289                         *CURRENT SURVEY CONTROL
 DJ2289  ______________________________________________________________________
 DJ2289* NAD 83(1986) POSITION- 44 58 23.0    (N) 093 21 17.0    (W)   HD_HELD2  
 DJ2289* NAVD 88 ORTHO HEIGHT -   268.577  (meters)     881.16  (feet) ADJUSTED  
 DJ2289  ______________________________________________________________________
 DJ2289  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DJ2289  DYNAMIC HEIGHT  -        268.572 (meters)      881.14  (feet) COMP
 DJ2289  MODELED GRAVITY -    980,588.9   (mgal)                       NAVD 88
 DJ2289
 DJ2289  VERT ORDER      -  SECOND    CLASS I
 DJ2289
 DJ2289.The horizontal coordinates were established by autonomous hand held GPS
 DJ2289.observations and have an estimated accuracy of +/- 10 meters.
 DJ2289.
 DJ2289.The orthometric height was determined by differential leveling and
 DJ2289.adjusted in May 2010.
 DJ2289
 DJ2289.Photographs are available for this station.
 DJ2289
 DJ2289.The dynamic height is computed by dividing the NAVD 88
 DJ2289.geopotential number by the normal gravity value computed on the
 DJ2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2289.degrees latitude (g = 980.6199 gals.).
 DJ2289
 DJ2289.The modeled gravity was interpolated from observed gravity values.
 DJ2289
 DJ2289;                    North         East    Units  Estimated Accuracy
 DJ2289;SPC MN S     -   319,433.      850,899.      MT  (+/- 10 meters HH2 GPS)
 DJ2289
 DJ2289                          SUPERSEDED SURVEY CONTROL
 DJ2289
 DJ2289.No superseded survey control is available for this station.
 DJ2289
 DJ2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7202980018(NAD 83)
 DJ2289
 DJ2289_MARKER: X = CHISELED CROSS
 DJ2289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2289_SP_SET: TRANSMISSION TOWER BASE
 DJ2289_MARK LOGO: MNDT  
 DJ2289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2289+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2010
 DJ2289
 DJ2289  HISTORY     - Date     Condition        Report By
 DJ2289  HISTORY     - 19881006 MONUMENTED       MNDT
 DJ2289  HISTORY     - 20100201 GOOD             MNDT
 DJ2289
 DJ2289                          STATION DESCRIPTION
 DJ2289
 DJ2289'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2289'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.4 MILE WEST ALONG
 DJ2289'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2289'TRUNK HIGHWAY 100, TO TURNERS CROSSROADS, THENCE NORTH ALONG TURNERS
 DJ2289'CROSSROAD FOR ABOUT 100 FEET TO WAYZATA BOULEVARD, THEN WEST ALONG
 DJ2289'WAYZATA BOULEVARD FOR ABOUT 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD
 DJ2289'AND SOUTHERN RAILROAD, THENCE NORTHEAST ALONG THE RAILROAD FOR 0.4
 DJ2289'MILE AND IN THE NORTH 1/2 OF SECTION 4, T117N, R21W.  THE MARK, A BOLT
 DJ2289'(UNSTAMPED), IS THE TOP OF THE NORTHEAST BOLT (WITH CHISELED X) IN THE
 DJ2289'CONCRETE BASE FOR ELECTRIC TRANSMISSION TOWER NUMBER 10.
 DJ2289
 DJ2289                          STATION RECOVERY (2010)
 DJ2289
 DJ2289'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJB)
 DJ2289'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF
 DJ2289'BLOOMINGTON.
 DJ2289' 
 DJ2289'TO REACH THE MARK GO 6.2 MI (10.0 KM) EAST-NORTHEAST OF HOPKINS AND
 DJ2289'4.5 MI (7.2 KM) WEST OF MINNEAPOLIS.  THE MARK IS IN GOLDEN VALLEY.
 DJ2289' 
 DJ2289'IT IS 0.4 MI (0.6 KM) WEST OF TURNERS CROSSROAD ON NORTH FRONTAGE ROAD
 DJ2289'OF INTERSTATE HIGHWAY 394 (WAYZATA BOULEVARD) TO RAILROAD, 0.4 MI (0.6
 DJ2289'KM) NORTHEAST ON RAILROAD, STATION IS CHISELED X ON TOP OF NORTHEAST
 DJ2289'BOLT IN CONCRETE BASE OF ELECTRICAL TRANSMISSION TOWER 10.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2290 ***********************************************************************
 DJ2290  DESIGNATION -  2789 M
 DJ2290  PID         -  DJ2290
 DJ2290  STATE/COUNTY-  MN/HENNEPIN
 DJ2290  COUNTRY     -  US
 DJ2290  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2290
 DJ2290                         *CURRENT SURVEY CONTROL
 DJ2290  ______________________________________________________________________
 DJ2290* NAD 83(1986) POSITION- 44 58 15.0    (N) 093 21 22.0    (W)   HD_HELD2  
 DJ2290* NAVD 88 ORTHO HEIGHT -   269.904  (meters)     885.51  (feet) ADJUSTED  
 DJ2290  ______________________________________________________________________
 DJ2290  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DJ2290  DYNAMIC HEIGHT  -        269.899 (meters)      885.49  (feet) COMP
 DJ2290  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DJ2290
 DJ2290  VERT ORDER      -  SECOND    CLASS I
 DJ2290
 DJ2290.The horizontal coordinates were established by autonomous hand held GPS
 DJ2290.observations and have an estimated accuracy of +/- 10 meters.
 DJ2290.
 DJ2290.The orthometric height was determined by differential leveling and
 DJ2290.adjusted in May 2010.
 DJ2290
 DJ2290.Photographs are available for this station.
 DJ2290
 DJ2290.The dynamic height is computed by dividing the NAVD 88
 DJ2290.geopotential number by the normal gravity value computed on the
 DJ2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2290.degrees latitude (g = 980.6199 gals.).
 DJ2290
 DJ2290.The modeled gravity was interpolated from observed gravity values.
 DJ2290
 DJ2290;                    North         East    Units  Estimated Accuracy
 DJ2290;SPC MN S     -   319,186.      850,792.      MT  (+/- 10 meters HH2 GPS)
 DJ2290
 DJ2290                          SUPERSEDED SURVEY CONTROL
 DJ2290
 DJ2290.No superseded survey control is available for this station.
 DJ2290
 DJ2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7191879772(NAD 83)
 DJ2290
 DJ2290_MARKER: X = CHISELED CROSS
 DJ2290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2290_SP_SET: TRANSMISSION TOWER BASE
 DJ2290_STAMPING: 2789 M
 DJ2290_MARK LOGO: MNDT  
 DJ2290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2290+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2009
 DJ2290
 DJ2290  HISTORY     - Date     Condition        Report By
 DJ2290  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2290  HISTORY     - 19930505 GOOD             MNDT
 DJ2290  HISTORY     - 20090924 GOOD             MNDT
 DJ2290
 DJ2290                          STATION DESCRIPTION
 DJ2290
 DJ2290'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2290'THE MARK IS LOCATED IN THE CITY OF GOLDEN VALLEY, 0.4 MILE WEST ALONG
 DJ2290'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2290'TRUNK HIGHWAY 100, TO TURNERS CROSSROADS, THENCE NORTH ALONG TURNERS
 DJ2290'CROSSROAD FOR ABOUT 100 FEET TO WAYZATA BOULEVARD, THENCE WEST ALONG
 DJ2290'WAYZATA BOULEVARD FOR ABOUT 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD
 DJ2290'AND SOUTHERN RAILROAD, IN THE SOUTHWEST QUADRANT OF THE CROSSING AND
 DJ2290'IN THE SOUTH 1/2 OF SECTION 4, T117N, R21W.  THE MARK, A BOLT
 DJ2290'(UNSTAMPED), IS THE TOP OF THE NORTHEAST BOLT (WITH CHISELED X) IN THE
 DJ2290'CONCRETE BASE OF ELECTRIC TRANSMISSION TOWER NUMBER 9.
 DJ2290
 DJ2290                          STATION RECOVERY (1993)
 DJ2290
 DJ2290'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2290'RECOVERED AS DESCRIBED.
 DJ2290
 DJ2290                          STATION RECOVERY (2009)
 DJ2290
 DJ2290'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DJ2290'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6319 ***********************************************************************
 DK6319  DESIGNATION -  2789 M 2
 DK6319  PID         -  DK6319
 DK6319  STATE/COUNTY-  MN/HENNEPIN
 DK6319  COUNTRY     -  US
 DK6319  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DK6319
 DK6319                         *CURRENT SURVEY CONTROL
 DK6319  ______________________________________________________________________
 DK6319* NAD 83(1986) POSITION- 44 58 15.0    (N) 093 21 20.0    (W)   HD_HELD2  
 DK6319* NAVD 88 ORTHO HEIGHT -   269.414  (meters)     883.90  (feet) ADJUSTED  
 DK6319  ______________________________________________________________________
 DK6319  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DK6319  DYNAMIC HEIGHT  -        269.409 (meters)      883.89  (feet) COMP
 DK6319  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 DK6319
 DK6319  VERT ORDER      -  SECOND    CLASS I
 DK6319
 DK6319.The horizontal coordinates were established by autonomous hand held GPS
 DK6319.observations and have an estimated accuracy of +/- 10 meters.
 DK6319.
 DK6319.The orthometric height was determined by differential leveling and
 DK6319.adjusted in May 2010.
 DK6319
 DK6319.Photographs are available for this station.
 DK6319
 DK6319.The dynamic height is computed by dividing the NAVD 88
 DK6319.geopotential number by the normal gravity value computed on the
 DK6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6319.degrees latitude (g = 980.6199 gals.).
 DK6319
 DK6319.The modeled gravity was interpolated from observed gravity values.
 DK6319
 DK6319;                    North         East    Units  Estimated Accuracy
 DK6319;SPC MN S     -   319,186.      850,835.      MT  (+/- 10 meters HH2 GPS)
 DK6319
 DK6319                          SUPERSEDED SURVEY CONTROL
 DK6319
 DK6319.No superseded survey control is available for this station.
 DK6319
 DK6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7196279771(NAD 83)
 DK6319
 DK6319_MARKER: DV = VERTICAL CONTROL DISK
 DK6319_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6319_SP_SET: BRIDGE ABUTMENT
 DK6319_STAMPING: 2789 M 2 1993
 DK6319_MARK LOGO: MNDT  
 DK6319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6319+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2009
 DK6319
 DK6319  HISTORY     - Date     Condition        Report By
 DK6319  HISTORY     - 19930506 MONUMENTED       MNDT
 DK6319  HISTORY     - 20090924 GOOD             MNDT
 DK6319
 DK6319                          STATION DESCRIPTION
 DK6319
 DK6319'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK6319'THE MARK IS LOCATED ABOUT 9.4 MI (15.2 KM) NORTH-NORTHWEST OF
 DK6319'BLOOMINGTON, 6.1 MI (9.8 KM) EAST-NORTHEAST OF HOPKINS AND 4.6 MI (7.4
 DK6319'KM) WEST OF MINNEAPOLIS IN THE TOWN OF GOLDEN VALLEY, IN THE BRIDGE
 DK6319'ABUTMENT AT THE NORTHEAST CORNER OF RAILROAD BRIDGE NUMBER 27746 OVER
 DK6319'FAI 394, AT FAI 394 MILEPOST 4.75, 0.8 MI (1.3 KM) WEST OF TRUNK
 DK6319'HIGHWAY 100, 62.5 FT (19.1 M) SOUTH OF THE FRONTAGE ROAD, 31.7 FT (9.7
 DK6319'M) EAST OF BENCH MARK 2789-M, 33.2 FT (10.1 M) EAST OF A HIGH TENSION
 DK6319'POLE, 10.1 FT (3.1 M) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 DK6319'0.3 FT (0.1 M) EAST OF A FENCE.
 DK6319
 DK6319                          STATION RECOVERY (2009)
 DK6319
 DK6319'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DK6319'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2291 ***********************************************************************
 DJ2291  DESIGNATION -  2789 N
 DJ2291  PID         -  DJ2291
 DJ2291  STATE/COUNTY-  MN/HENNEPIN
 DJ2291  COUNTRY     -  US
 DJ2291  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2291
 DJ2291                         *CURRENT SURVEY CONTROL
 DJ2291  ______________________________________________________________________
 DJ2291* NAD 83(1986) POSITION- 44 58 11.12   (N) 093 21 25.25   (W)   HD_HELD1  
 DJ2291* NAVD 88 ORTHO HEIGHT -   271.589  (meters)     891.04  (feet) ADJUSTED  
 DJ2291  ______________________________________________________________________
 DJ2291  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DJ2291  DYNAMIC HEIGHT  -        271.584 (meters)      891.02  (feet) COMP
 DJ2291  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 DJ2291
 DJ2291  VERT ORDER      -  SECOND    CLASS I
 DJ2291
 DJ2291.The horizontal coordinates were established by differentially corrected
 DJ2291.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2291.
 DJ2291.The orthometric height was determined by differential leveling and
 DJ2291.adjusted in May 2010.
 DJ2291
 DJ2291.The dynamic height is computed by dividing the NAVD 88
 DJ2291.geopotential number by the normal gravity value computed on the
 DJ2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2291.degrees latitude (g = 980.6199 gals.).
 DJ2291
 DJ2291.The modeled gravity was interpolated from observed gravity values.
 DJ2291
 DJ2291;                    North         East    Units  Estimated Accuracy
 DJ2291;SPC MN S     -   319,065.3     850,721.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2291
 DJ2291                          SUPERSEDED SURVEY CONTROL
 DJ2291
 DJ2291.No superseded survey control is available for this station.
 DJ2291
 DJ2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7184779652(NAD 83)
 DJ2291
 DJ2291_MARKER: X = CHISELED CROSS
 DJ2291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2291_SP_SET: TRANSMISSION TOWER BASE
 DJ2291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2291
 DJ2291  HISTORY     - Date     Condition        Report By
 DJ2291  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2291
 DJ2291                          STATION DESCRIPTION
 DJ2291
 DJ2291'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2291'THE MARK IS LOCATED IN THE CITY OF ST LOUIS PARK, 0.4 MILE WEST ALONG
 DJ2291'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2291'TRUNK HIGHWAY 100 TO VERNON AVENUE, THEN SOUTH ON VERNON AVENUE FOR
 DJ2291'O.1 MILE TO THE SOUTH FRONTAGE ROAD, THEN WEST ALONG THE SOUTH
 DJ2291'FRONTAGE ROAD FOR 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN
 DJ2291'RAILROAD AND IN THE SOUTH 1/2 SECTION 4, T117N, R21W. THE MARK IS 100
 DJ2291'FEET SOUTH ALONG THE RAILROAD FROM THE SOUTH FRONTAGE ROAD.  THE MARK,
 DJ2291'A BOLT (UNSTAMPED), IS THE TOP OF THE NORTHEAST BOLT (WITH CHISELED X)
 DJ2291'IN THE CONCRETE BASE OF ELECTRIC TRANSMISSION TOWER NUMBER 8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2292 ***********************************************************************
 DJ2292  DESIGNATION -  2789 P
 DJ2292  PID         -  DJ2292
 DJ2292  STATE/COUNTY-  MN/HENNEPIN
 DJ2292  COUNTRY     -  US
 DJ2292  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2292
 DJ2292                         *CURRENT SURVEY CONTROL
 DJ2292  ______________________________________________________________________
 DJ2292* NAD 83(1986) POSITION- 44 58 06.93   (N) 093 21 28.09   (W)   HD_HELD1  
 DJ2292* NAVD 88 ORTHO HEIGHT -   270.955  (meters)     888.96  (feet) ADJUSTED  
 DJ2292  ______________________________________________________________________
 DJ2292  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DJ2292  DYNAMIC HEIGHT  -        270.950 (meters)      888.94  (feet) COMP
 DJ2292  MODELED GRAVITY -    980,588.4   (mgal)                       NAVD 88
 DJ2292
 DJ2292  VERT ORDER      -  SECOND    CLASS I
 DJ2292
 DJ2292.The horizontal coordinates were established by differentially corrected
 DJ2292.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2292.
 DJ2292.The orthometric height was determined by differential leveling and
 DJ2292.adjusted in May 2010.
 DJ2292
 DJ2292.The dynamic height is computed by dividing the NAVD 88
 DJ2292.geopotential number by the normal gravity value computed on the
 DJ2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2292.degrees latitude (g = 980.6199 gals.).
 DJ2292
 DJ2292.The modeled gravity was interpolated from observed gravity values.
 DJ2292
 DJ2292;                    North         East    Units  Estimated Accuracy
 DJ2292;SPC MN S     -   318,935.5     850,660.1     MT  (+/- 3 meters HH1 GPS) 
 DJ2292
 DJ2292                          SUPERSEDED SURVEY CONTROL
 DJ2292
 DJ2292.No superseded survey control is available for this station.
 DJ2292
 DJ2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7178479523(NAD 83)
 DJ2292
 DJ2292_MARKER: X = CHISELED CROSS
 DJ2292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2292_SP_SET: TRANSMISSION TOWER BASE
 DJ2292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2292
 DJ2292  HISTORY     - Date     Condition        Report By
 DJ2292  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2292
 DJ2292                          STATION DESCRIPTION
 DJ2292
 DJ2292'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2292'THE MARK IS LOCATED IN THE CITY OF ST LOUIS PARK, 0.4 MILE WEST ALONG
 DJ2292'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2292'TRUNK HIGHWAY 100 TO VERNON AVENUE, THEN SOUTH ON VERNON AVENUE FOR
 DJ2292'O.1 MILE TO THE SOUTH FRONTAGE ROAD, THEN WEST ALONG THE SOUTH
 DJ2292'FRONTAGE ROAD FOR 0.4 MILE TO THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN
 DJ2292'RAILROAD, THEN SOUTH ALONG THE RAILROAD FOR 0.1 MILE AND IN THE SOUTH
 DJ2292'1/2 OF SECTION 4, T117N, R21W.  THE MARK, A BOLT (UNSTAMPED), IS THE
 DJ2292'TOP OF THE NORTHWEST BOLT (WITH CHISELED X) IN THE CONCRETE BASE FOR
 DJ2292'ELECTRIC TRANSMISSION TOWER NUMBER 7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2293 ***********************************************************************
 DJ2293  DESIGNATION -  2789 Q
 DJ2293  PID         -  DJ2293
 DJ2293  STATE/COUNTY-  MN/HENNEPIN
 DJ2293  COUNTRY     -  US
 DJ2293  USGS QUAD   -  MINNEAPOLIS SOUTH (1993)
 DJ2293
 DJ2293                         *CURRENT SURVEY CONTROL
 DJ2293  ______________________________________________________________________
 DJ2293* NAD 83(1986) POSITION- 44 58 13.72   (N) 093 21 38.73   (W)   HD_HELD1  
 DJ2293* NAVD 88 ORTHO HEIGHT -   270.420  (meters)     887.20  (feet) ADJUSTED  
 DJ2293  ______________________________________________________________________
 DJ2293  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DJ2293  DYNAMIC HEIGHT  -        270.415 (meters)      887.19  (feet) COMP
 DJ2293  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 DJ2293
 DJ2293  VERT ORDER      -  SECOND    CLASS I
 DJ2293
 DJ2293.The horizontal coordinates were established by differentially corrected
 DJ2293.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2293.
 DJ2293.The orthometric height was determined by differential leveling and
 DJ2293.adjusted in May 2010.
 DJ2293
 DJ2293.The dynamic height is computed by dividing the NAVD 88
 DJ2293.geopotential number by the normal gravity value computed on the
 DJ2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2293.degrees latitude (g = 980.6199 gals.).
 DJ2293
 DJ2293.The modeled gravity was interpolated from observed gravity values.
 DJ2293
 DJ2293;                    North         East    Units  Estimated Accuracy
 DJ2293;SPC MN S     -   319,143.2     850,425.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2293
 DJ2293                          SUPERSEDED SURVEY CONTROL
 DJ2293
 DJ2293.No superseded survey control is available for this station.
 DJ2293
 DJ2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7155279734(NAD 83)
 DJ2293
 DJ2293_MARKER: X = CHISELED CROSS
 DJ2293_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2293+WITH SETTING: PAVEMENT
 DJ2293_SP_SET: BILLBOARD SIGN BASE
 DJ2293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2293+STABILITY: SURFACE MOTION
 DJ2293
 DJ2293  HISTORY     - Date     Condition        Report By
 DJ2293  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2293
 DJ2293                          STATION DESCRIPTION
 DJ2293
 DJ2293'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2293'THE MARK IS LOCATED IN THE CITY OF ST LOUIS PARK, 0.4 MILE WEST ALONG
 DJ2293'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2293'TRUNK HIGHWAY 100 TO VERNON AVENUE, THEN SOUTH ON VERNON AVENUE FOR
 DJ2293'O.1 MILE TO THE SOUTH FRONTAGE ROAD, THEN WEST ALONG THE SOUTH
 DJ2293'FRONTAGE ROAD FOR 0.7 MILE TO 6401 WAYZATA BOULEVARD.  THE MARK, A
 DJ2293'SIGN BOLT (UNSTAMPED), IS THE TOP OF THE NORTH BOLT (WITH CHISELED X)
 DJ2293'IN THE CONCRETE BASE OF A COMMERCIAL CANTILEVER BILLBOARD SIGN IN
 DJ2293'FRONT OF 6401 WAYZATA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2294 ***********************************************************************
 DJ2294  DESIGNATION -  2789 S
 DJ2294  PID         -  DJ2294
 DJ2294  STATE/COUNTY-  MN/HENNEPIN
 DJ2294  COUNTRY     -  US
 DJ2294  USGS QUAD   -  HOPKINS (1993)
 DJ2294
 DJ2294                         *CURRENT SURVEY CONTROL
 DJ2294  ______________________________________________________________________
 DJ2294* NAD 83(1986) POSITION- 44 58 27.76   (N) 093 23 26.29   (W)   HD_HELD1  
 DJ2294* NAVD 88 ORTHO HEIGHT -   280.638  (meters)     920.73  (feet) ADJUSTED  
 DJ2294  ______________________________________________________________________
 DJ2294  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DJ2294  DYNAMIC HEIGHT  -        280.634 (meters)      920.71  (feet) COMP
 DJ2294  MODELED GRAVITY -    980,592.6   (mgal)                       NAVD 88
 DJ2294
 DJ2294  VERT ORDER      -  SECOND    CLASS I
 DJ2294
 DJ2294.The horizontal coordinates were established by differentially corrected
 DJ2294.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2294.
 DJ2294.The orthometric height was determined by differential leveling and
 DJ2294.adjusted in May 2010.
 DJ2294
 DJ2294.The dynamic height is computed by dividing the NAVD 88
 DJ2294.geopotential number by the normal gravity value computed on the
 DJ2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2294.degrees latitude (g = 980.6199 gals.).
 DJ2294
 DJ2294.The modeled gravity was interpolated from observed gravity values.
 DJ2294
 DJ2294;                    North         East    Units  Estimated Accuracy
 DJ2294;SPC MN S     -   319,558.6     848,065.3     MT  (+/- 3 meters HH1 GPS) 
 DJ2294
 DJ2294                          SUPERSEDED SURVEY CONTROL
 DJ2294
 DJ2294.No superseded survey control is available for this station.
 DJ2294
 DJ2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6919880178(NAD 83)
 DJ2294
 DJ2294_MARKER: DV = VERTICAL CONTROL DISK
 DJ2294_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2294_SP_SET: BRIDGE RETAINING WALL
 DJ2294_STAMPING: 2789 S 1988
 DJ2294_MARK LOGO: MNDT  
 DJ2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2294+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1993
 DJ2294
 DJ2294  HISTORY     - Date     Condition        Report By
 DJ2294  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2294  HISTORY     - 19930506 GOOD             MNDT
 DJ2294
 DJ2294                          STATION DESCRIPTION
 DJ2294
 DJ2294'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2294'THE MARK IS LOCATED 2.6 MILES WEST ALONG TRUNK HIGHWAY 12 AND
 DJ2294'INTERSTATE HIGHWAY 494 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 100, 3.4
 DJ2294'MILES EAST ALONG TRUNK HIGHWAY 12 AND INTERSTATE HIGHWAY 394 FROM
 DJ2294'THEIR JUNCTION WITH INTERSTATE HIGHWAY 494, AT THE NORTHEAST CORNER OF
 DJ2294'BRIDGE NUMBER 27743 (HIGHWAY 12 AND INTERSTATE 394 OVER BOONE AVENUE)
 DJ2294'AND IN THE NW 1/4 OF SECTION 6, T117N, R21W.  THE MARK, A STANDARD
 DJ2294'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 S 1988---,
 DJ2294'IS SET IN THE TOP OF A POURED CONCRETE RETAINING WALL AT THE NORTHEAST
 DJ2294'CORNER OF THE BRIDGE.
 DJ2294
 DJ2294                          STATION RECOVERY (1993)
 DJ2294
 DJ2294'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2294'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2295 ***********************************************************************
 DJ2295  DESIGNATION -  2789 T
 DJ2295  PID         -  DJ2295
 DJ2295  STATE/COUNTY-  MN/HENNEPIN
 DJ2295  COUNTRY     -  US
 DJ2295  USGS QUAD   -  HOPKINS (1993)
 DJ2295
 DJ2295                         *CURRENT SURVEY CONTROL
 DJ2295  ______________________________________________________________________
 DJ2295* NAD 83(1986) POSITION- 44 58 44.4    (N) 093 24 00.8    (W)   HD_HELD2  
 DJ2295* NAVD 88 ORTHO HEIGHT -   277.549  (meters)     910.59  (feet) ADJUSTED  
 DJ2295  ______________________________________________________________________
 DJ2295  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DJ2295  DYNAMIC HEIGHT  -        277.545 (meters)      910.58  (feet) COMP
 DJ2295  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 DJ2295
 DJ2295  VERT ORDER      -  SECOND    CLASS I
 DJ2295
 DJ2295.The horizontal coordinates were established by autonomous hand held GPS
 DJ2295.observations and have an estimated accuracy of +/- 10 meters.
 DJ2295.
 DJ2295.The orthometric height was determined by differential leveling and
 DJ2295.adjusted in May 2010.
 DJ2295
 DJ2295.The dynamic height is computed by dividing the NAVD 88
 DJ2295.geopotential number by the normal gravity value computed on the
 DJ2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2295.degrees latitude (g = 980.6199 gals.).
 DJ2295
 DJ2295.The modeled gravity was interpolated from observed gravity values.
 DJ2295
 DJ2295;                    North         East    Units  Estimated Accuracy
 DJ2295;SPC MN S     -   320,067.      847,305.      MT  (+/- 10 meters HH2 GPS)
 DJ2295
 DJ2295                          SUPERSEDED SURVEY CONTROL
 DJ2295
 DJ2295.No superseded survey control is available for this station.
 DJ2295
 DJ2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6844480695(NAD 83)
 DJ2295
 DJ2295_MARKER: DV = VERTICAL CONTROL DISK
 DJ2295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2295_SP_SET: BRIDGE WINGWALL
 DJ2295_STAMPING: 2789 T 1988
 DJ2295_MARK LOGO: MNDT  
 DJ2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2295+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1994
 DJ2295
 DJ2295  HISTORY     - Date     Condition        Report By
 DJ2295  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2295  HISTORY     - 19940505 GOOD             MNDT
 DJ2295
 DJ2295                          STATION DESCRIPTION
 DJ2295
 DJ2295'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2295'THE MARK IS LOCATED 2.9 MILES EAST ALONG TRUNK HIGHWAY 12 AND
 DJ2295'INTERSTATE HIGHWAY 394 FROM THEIR JUNCTION WITH INTERSTATE HIGHWAY 494
 DJ2295'TO COUNTY ROAD 18, THEN NORTH ALONG COUNTY ROAD 18 FOR 0.5 MILE TO
 DJ2295'BETTY CROCKER DRIVE AND IN THE SW 1/4 OF SECTION 31, T118N, R21W.  THE
 DJ2295'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2295'STAMPED---2789 T 1988---, IS SET IN THE TOP OF THE WINGWALL AT THE
 DJ2295'SOUTHEAST CORNER OF BRIDGE NUMBER 27526 (BETTY CROCKER DRIVE OVER
 DJ2295'COUNTY ROAD 18).
 DJ2295
 DJ2295                          STATION RECOVERY (1994)
 DJ2295
 DJ2295'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2295'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2296 ***********************************************************************
 DJ2296  DESIGNATION -  2789 U
 DJ2296  PID         -  DJ2296
 DJ2296  STATE/COUNTY-  MN/HENNEPIN
 DJ2296  COUNTRY     -  US
 DJ2296  USGS QUAD   -  HOPKINS (1993)
 DJ2296
 DJ2296                         *CURRENT SURVEY CONTROL
 DJ2296  ______________________________________________________________________
 DJ2296* NAD 83(1986) POSITION- 44 58 46.14   (N) 093 24 01.30   (W)   HD_HELD1  
 DJ2296* NAVD 88 ORTHO HEIGHT -   271.330  (meters)     890.19  (feet) ADJUSTED  
 DJ2296  ______________________________________________________________________
 DJ2296  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DJ2296  DYNAMIC HEIGHT  -        271.326 (meters)      890.18  (feet) COMP
 DJ2296  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DJ2296
 DJ2296  VERT ORDER      -  SECOND    CLASS I
 DJ2296
 DJ2296.The horizontal coordinates were established by differentially corrected
 DJ2296.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2296.
 DJ2296.The orthometric height was determined by differential leveling and
 DJ2296.adjusted in May 2010.
 DJ2296
 DJ2296.The dynamic height is computed by dividing the NAVD 88
 DJ2296.geopotential number by the normal gravity value computed on the
 DJ2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2296.degrees latitude (g = 980.6199 gals.).
 DJ2296
 DJ2296.The modeled gravity was interpolated from observed gravity values.
 DJ2296
 DJ2296;                    North         East    Units  Estimated Accuracy
 DJ2296;SPC MN S     -   320,120.3     847,294.0     MT  (+/- 3 meters HH1 GPS) 
 DJ2296
 DJ2296                          SUPERSEDED SURVEY CONTROL
 DJ2296
 DJ2296.No superseded survey control is available for this station.
 DJ2296
 DJ2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6843480749(NAD 83)
 DJ2296
 DJ2296_MARKER: DB = BENCH MARK DISK
 DJ2296_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2296_SP_SET: BOX CULVERT HEADWALL
 DJ2296_STAMPING: 2789 U 1988
 DJ2296_MARK LOGO: MNDT  
 DJ2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2296+STABILITY: SURFACE MOTION
 DJ2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2296+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1994
 DJ2296
 DJ2296  HISTORY     - Date     Condition        Report By
 DJ2296  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2296  HISTORY     - 19941121 GOOD             MNDT
 DJ2296
 DJ2296                          STATION DESCRIPTION
 DJ2296
 DJ2296'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2296'THE MARK IS LOCATED 2.9 MILES EAST ALONG TRUNK HIGHWAY 12 AND
 DJ2296'INTERSTATE HIGHWAY 394 FROM THEIR JUNCTION WITH INTERSTATE HIGHWAY 494
 DJ2296'TO COUNTY ROAD 18, THEN NORTH ALONG COUNTY ROAD 18 FOR 0.5 MILE TO
 DJ2296'BASSETT CREEK AND IN THE SW 1/4 OF SECTION 31, T118N, R21W.  THE MARK,
 DJ2296'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789
 DJ2296'U 1988---, IS SET IN THE TOP OF THE WINGWALL AT THE SOUTHEAST CORNER
 DJ2296'OF BOX CULVERT NUMBER 91112 (COUNTY ROAD 18 OVER BASSETT CREEK).
 DJ2296
 DJ2296                          STATION RECOVERY (1994)
 DJ2296
 DJ2296'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 DJ2296'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2298 ***********************************************************************
 DJ2298  DESIGNATION -  2789 V
 DJ2298  PID         -  DJ2298
 DJ2298  STATE/COUNTY-  MN/HENNEPIN
 DJ2298  COUNTRY     -  US
 DJ2298  USGS QUAD   -  HOPKINS (1993)
 DJ2298
 DJ2298                         *CURRENT SURVEY CONTROL
 DJ2298  ______________________________________________________________________
 DJ2298* NAD 83(1986) POSITION- 44 58 21.89   (N) 093 24 32.64   (W)   HD_HELD1  
 DJ2298* NAVD 88 ORTHO HEIGHT -   282.640  (meters)     927.29  (feet) ADJUSTED  
 DJ2298  ______________________________________________________________________
 DJ2298  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DJ2298  DYNAMIC HEIGHT  -        282.636 (meters)      927.28  (feet) COMP
 DJ2298  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 DJ2298
 DJ2298  VERT ORDER      -  SECOND    CLASS I
 DJ2298
 DJ2298.The horizontal coordinates were established by differentially corrected
 DJ2298.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2298.
 DJ2298.The orthometric height was determined by differential leveling and
 DJ2298.adjusted in May 2010.
 DJ2298
 DJ2298.The dynamic height is computed by dividing the NAVD 88
 DJ2298.geopotential number by the normal gravity value computed on the
 DJ2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2298.degrees latitude (g = 980.6199 gals.).
 DJ2298
 DJ2298.The modeled gravity was interpolated from observed gravity values.
 DJ2298
 DJ2298;                    North         East    Units  Estimated Accuracy
 DJ2298;SPC MN S     -   319,366.7     846,612.8     MT  (+/- 3 meters HH1 GPS) 
 DJ2298
 DJ2298                          SUPERSEDED SURVEY CONTROL
 DJ2298
 DJ2298.No superseded survey control is available for this station.
 DJ2298
 DJ2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6774480004(NAD 83)
 DJ2298
 DJ2298_MARKER: DV = VERTICAL CONTROL DISK
 DJ2298_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2298_SP_SET: BRIDGE RAILING
 DJ2298_STAMPING: 2789 V 1988
 DJ2298_MARK LOGO: MNDT  
 DJ2298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2298+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2298
 DJ2298  HISTORY     - Date     Condition        Report By
 DJ2298  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2298  HISTORY     - 19930505 GOOD             MNDT
 DJ2298
 DJ2298                          STATION DESCRIPTION
 DJ2298
 DJ2298'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2298'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 2.5 MILES EAST ALONG
 DJ2298'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2298'INTERSTATE HIGHWAY 494 AND IN THE NE 1/4 OF SECTION 1, T117N, R22W.
 DJ2298'THE MARK, A MNDT STANDARD ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2298'STAMPED---2789 V 1988---, IS SET IN THE TOP OF THE BRIDGE RAILING OVER
 DJ2298'THE ABUTMENT IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 27738 (SHELARD
 DJ2298'PARKWAY OVER INTERSTATE HIGHWAY 394).
 DJ2298
 DJ2298                          STATION RECOVERY (1993)
 DJ2298
 DJ2298'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2326 ***********************************************************************
 DJ2326  DESIGNATION -  2789 W
 DJ2326  PID         -  DJ2326
 DJ2326  STATE/COUNTY-  MN/HENNEPIN
 DJ2326  COUNTRY     -  US
 DJ2326  USGS QUAD   -  HOPKINS (1993)
 DJ2326
 DJ2326                         *CURRENT SURVEY CONTROL
 DJ2326  ______________________________________________________________________
 DJ2326* NAD 83(1986) POSITION- 44 58 18.     (N) 093 25 29.     (W)   SCALED    
 DJ2326* NAVD 88 ORTHO HEIGHT -   281.538  (meters)     923.68  (feet) ADJUSTED  
 DJ2326  ______________________________________________________________________
 DJ2326  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DJ2326  DYNAMIC HEIGHT  -        281.534 (meters)      923.67  (feet) COMP
 DJ2326  MODELED GRAVITY -    980,595.0   (mgal)                       NAVD 88
 DJ2326
 DJ2326  VERT ORDER      -  SECOND    CLASS II
 DJ2326
 DJ2326.The horizontal coordinates were scaled from a topographic map and have
 DJ2326.an estimated accuracy of +/- 6 seconds.
 DJ2326.
 DJ2326.The orthometric height was determined by differential leveling and
 DJ2326.adjusted in May 2010.
 DJ2326
 DJ2326.The dynamic height is computed by dividing the NAVD 88
 DJ2326.geopotential number by the normal gravity value computed on the
 DJ2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2326.degrees latitude (g = 980.6199 gals.).
 DJ2326
 DJ2326.The modeled gravity was interpolated from observed gravity values.
 DJ2326
 DJ2326;                    North         East    Units  Estimated Accuracy
 DJ2326;SPC MN S     -   319,240.      845,380.      MT  (+/- 180 meters Scaled)
 DJ2326
 DJ2326                          SUPERSEDED SURVEY CONTROL
 DJ2326
 DJ2326.No superseded survey control is available for this station.
 DJ2326
 DJ2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK665798(NAD 83)
 DJ2326
 DJ2326_MARKER: DV = VERTICAL CONTROL DISK
 DJ2326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2326_STAMPING: 2789 W 1988
 DJ2326_MARK LOGO: MNDT  
 DJ2326_PROJECTION: FLUSH
 DJ2326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2326_ROD/PIPE-DEPTH:  5.8 meters
 DJ2326
 DJ2326  HISTORY     - Date     Condition        Report By
 DJ2326  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2326
 DJ2326                          STATION DESCRIPTION
 DJ2326
 DJ2326'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2326'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 1.7 MILES EAST ALONG
 DJ2326'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2326'INTERSTATE HIGHWAY 494, NEAR THE SOUTHWEST CORNER OF THE OAK KNOLL
 DJ2326'LUTHERAN CHURCH PARKING LOT AND IN THE NE 1/4 OF SECTION 2, T117N,
 DJ2326'R22W.  THE MARK IS 36 FEET NORTH OF THE CENTERLINE OF THE NORTH
 DJ2326'FRONTAGE ROAD, 39 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING LOT, 5
 DJ2326'FEET SOUTHWEST OF PLAT 27 - 37 BOUNDRY CORNER B 12, 148 FEET SOUTHEAST
 DJ2326'OF THE SOUTHEAST CORNER OF 11512 WAYZATA BOULEVARD, 55 FEET SOUTHEAST
 DJ2326'OF A POWER POLE WITH A LIGHT AND 4.6 FEET SOUTH OF A GUARD POST.  THE
 DJ2326'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2326'STAMPED---2789 W 1988---, IS FASTENED TO THE TOP OF A 3/4 INCH
 DJ2326'DIAMETER BY 19 FOOT LONG DRIVEN ALUMINUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2327 ***********************************************************************
 DJ2327  DESIGNATION -  2789 X
 DJ2327  PID         -  DJ2327
 DJ2327  STATE/COUNTY-  MN/HENNEPIN
 DJ2327  COUNTRY     -  US
 DJ2327  USGS QUAD   -  HOPKINS (1993)
 DJ2327
 DJ2327                         *CURRENT SURVEY CONTROL
 DJ2327  ______________________________________________________________________
 DJ2327* NAD 83(1986) POSITION- 44 58 14.     (N) 093 26 00.     (W)   SCALED    
 DJ2327* NAVD 88 ORTHO HEIGHT -   285.377  (meters)     936.27  (feet) ADJUSTED  
 DJ2327  ______________________________________________________________________
 DJ2327  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DJ2327  DYNAMIC HEIGHT  -        285.373 (meters)      936.26  (feet) COMP
 DJ2327  MODELED GRAVITY -    980,595.3   (mgal)                       NAVD 88
 DJ2327
 DJ2327  VERT ORDER      -  SECOND    CLASS I
 DJ2327
 DJ2327.The horizontal coordinates were scaled from a topographic map and have
 DJ2327.an estimated accuracy of +/- 6 seconds.
 DJ2327.
 DJ2327.The orthometric height was determined by differential leveling and
 DJ2327.adjusted in May 2010.
 DJ2327
 DJ2327.The dynamic height is computed by dividing the NAVD 88
 DJ2327.geopotential number by the normal gravity value computed on the
 DJ2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2327.degrees latitude (g = 980.6199 gals.).
 DJ2327
 DJ2327.The modeled gravity was interpolated from observed gravity values.
 DJ2327
 DJ2327;                    North         East    Units  Estimated Accuracy
 DJ2327;SPC MN S     -   319,110.      844,700.      MT  (+/- 180 meters Scaled)
 DJ2327
 DJ2327                          SUPERSEDED SURVEY CONTROL
 DJ2327
 DJ2327.No superseded survey control is available for this station.
 DJ2327
 DJ2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK658797(NAD 83)
 DJ2327
 DJ2327_MARKER: DV = VERTICAL CONTROL DISK
 DJ2327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ2327_STAMPING: 2789 X 1988
 DJ2327_MARK LOGO: MNDT  
 DJ2327_PROJECTION: FLUSH
 DJ2327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2327+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DJ2327_ROD/PIPE-DEPTH:  5.5 meters
 DJ2327
 DJ2327  HISTORY     - Date     Condition        Report By
 DJ2327  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2327  HISTORY     - 19930607 GOOD             MNDT
 DJ2327
 DJ2327                          STATION DESCRIPTION
 DJ2327
 DJ2327'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2327'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 1.4 MILES EAST ALONG
 DJ2327'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2327'INTERSTATE 494, AT THE SOUTH END OF A RAISED MEDIAN IN THE FIRST
 DJ2327'ENTRANCE WEST OF RIDGEDALE DRIVE FROM THE SOUTH FRONTAGE ROAD TO
 DJ2327'RIDGEDALES RING ROAD AND IN THE SW 1/4 OF SECTION 2, T117N, R22W. THE
 DJ2327'MARK IS 100 FEET SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD,
 DJ2327'30 FEET NORTH OF THE CENTERLINE OF RIDGEDALES RING ROAD AND 6 FEET
 DJ2327'SOUTH OF THE CONCRETE BASE OF A LIGHT.  THE MARK, A STANDARD MNDT
 DJ2327'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---2789 X
 DJ2327'1988---, IS FASTENED TO THE TOP OF A 3/4 INCH DIAMETER BY 18 FOOT LONG
 DJ2327'DRIVEN ALUMINUM ROD.
 DJ2327
 DJ2327                          STATION RECOVERY (1993)
 DJ2327
 DJ2327'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2327'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2300 ***********************************************************************
 DJ2300  DESIGNATION -  2789 Y
 DJ2300  PID         -  DJ2300
 DJ2300  STATE/COUNTY-  MN/HENNEPIN
 DJ2300  COUNTRY     -  US
 DJ2300  USGS QUAD   -  HOPKINS (1993)
 DJ2300
 DJ2300                         *CURRENT SURVEY CONTROL
 DJ2300  ______________________________________________________________________
 DJ2300* NAD 83(1986) POSITION- 44 58 13.45   (N) 093 26 16.18   (W)   HD_HELD1  
 DJ2300* NAVD 88 ORTHO HEIGHT -   292.865  (meters)     960.84  (feet) ADJUSTED  
 DJ2300  ______________________________________________________________________
 DJ2300  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DJ2300  DYNAMIC HEIGHT  -        292.861 (meters)      960.83  (feet) COMP
 DJ2300  MODELED GRAVITY -    980,595.5   (mgal)                       NAVD 88
 DJ2300
 DJ2300  VERT ORDER      -  SECOND    CLASS I
 DJ2300
 DJ2300.The horizontal coordinates were established by differentially corrected
 DJ2300.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2300.
 DJ2300.The orthometric height was determined by differential leveling and
 DJ2300.adjusted in May 2010.
 DJ2300
 DJ2300.The dynamic height is computed by dividing the NAVD 88
 DJ2300.geopotential number by the normal gravity value computed on the
 DJ2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2300.degrees latitude (g = 980.6199 gals.).
 DJ2300
 DJ2300.The modeled gravity was interpolated from observed gravity values.
 DJ2300
 DJ2300;                    North         East    Units  Estimated Accuracy
 DJ2300;SPC MN S     -   319,090.2     844,346.0     MT  (+/- 3 meters HH1 GPS) 
 DJ2300
 DJ2300                          SUPERSEDED SURVEY CONTROL
 DJ2300
 DJ2300.No superseded survey control is available for this station.
 DJ2300
 DJ2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6547479755(NAD 83)
 DJ2300
 DJ2300_MARKER: DV = VERTICAL CONTROL DISK
 DJ2300_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ2300_SP_SET: SIGN BASE
 DJ2300_STAMPING: 2789 Y 1988
 DJ2300_MARK LOGO: MNDT  
 DJ2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2300+STABILITY: SURFACE MOTION
 DJ2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2300+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1993
 DJ2300
 DJ2300  HISTORY     - Date     Condition        Report By
 DJ2300  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2300  HISTORY     - 19930607 GOOD             MNDT
 DJ2300
 DJ2300                          STATION DESCRIPTION
 DJ2300
 DJ2300'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2300'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 1.1 MILES EAST ALONG
 DJ2300'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2300'INTERSTATE HIGHWAY 494 AND IN THE SW 1/4 OF SECTION 2, T117N, R22W.
 DJ2300'THE MARK IS 35 FEET SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE
 DJ2300'ROAD.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 DJ2300'DISK STAMPED---2789 Y 1988---, IS SET IN A DRILL HOLE IN THE NORTHWEST
 DJ2300'CORNER OF THE CONCRETE BASE OF THE RIDGEDALE CENTER SIGN.
 DJ2300
 DJ2300                          STATION RECOVERY (1993)
 DJ2300
 DJ2300'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2300'MARK RECOVERED AS FORMERLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ2301 ***********************************************************************
 DJ2301  DESIGNATION -  2789 Z
 DJ2301  PID         -  DJ2301
 DJ2301  STATE/COUNTY-  MN/HENNEPIN
 DJ2301  COUNTRY     -  US
 DJ2301  USGS QUAD   -  HOPKINS (1993)
 DJ2301
 DJ2301                         *CURRENT SURVEY CONTROL
 DJ2301  ______________________________________________________________________
 DJ2301* NAD 83(1986) POSITION- 44 58 13.08   (N) 093 26 35.83   (W)   HD_HELD1  
 DJ2301* NAVD 88 ORTHO HEIGHT -   294.693  (meters)     966.84  (feet) ADJUSTED  
 DJ2301  ______________________________________________________________________
 DJ2301  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DJ2301  DYNAMIC HEIGHT  -        294.689 (meters)      966.83  (feet) COMP
 DJ2301  MODELED GRAVITY -    980,595.6   (mgal)                       NAVD 88
 DJ2301
 DJ2301  VERT ORDER      -  SECOND    CLASS I
 DJ2301
 DJ2301.The horizontal coordinates were established by differentially corrected
 DJ2301.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DJ2301.
 DJ2301.The orthometric height was determined by differential leveling and
 DJ2301.adjusted in May 2010.
 DJ2301
 DJ2301.The dynamic height is computed by dividing the NAVD 88
 DJ2301.geopotential number by the normal gravity value computed on the
 DJ2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2301.degrees latitude (g = 980.6199 gals.).
 DJ2301
 DJ2301.The modeled gravity was interpolated from observed gravity values.
 DJ2301
 DJ2301;                    North         East    Units  Estimated Accuracy
 DJ2301;SPC MN S     -   319,075.9     843,915.5     MT  (+/- 3 meters HH1 GPS) 
 DJ2301
 DJ2301                          SUPERSEDED SURVEY CONTROL
 DJ2301
 DJ2301.No superseded survey control is available for this station.
 DJ2301
 DJ2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6504479746(NAD 83)
 DJ2301
 DJ2301_MARKER: DV = VERTICAL CONTROL DISK
 DJ2301_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DJ2301+WITH SETTING: PAVEMENT
 DJ2301_SP_SET: WATER TOWER FOOTING
 DJ2301_STAMPING: 2789 Z 1988
 DJ2301_MARK LOGO: MNDT  
 DJ2301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2301+STABILITY: SURFACE MOTION
 DJ2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2301+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1993
 DJ2301
 DJ2301  HISTORY     - Date     Condition        Report By
 DJ2301  HISTORY     - 1988     MONUMENTED       MNDT
 DJ2301  HISTORY     - 19930505 GOOD             MNDT
 DJ2301
 DJ2301                          STATION DESCRIPTION
 DJ2301
 DJ2301'DESCRIBED BY MN DEPT OF TRANSP 1988 (EGS)
 DJ2301'THE MARK IS LOCATED IN THE CITY OF MINNETONKA, 0.8 MILE EAST ALONG
 DJ2301'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 FROM THEIR JUNCTION WITH
 DJ2301'INTERSTATE HIGHWAY 494, IN THE SOUTHEAST QUADRANT OF INTERSECTION OF
 DJ2301'INTERSTATE HIGHWAY 394 AND TRUNK HIGHWAY 12 AND COUNTY ROAD 61
 DJ2301'(PLYMOUTH ROAD) AND IN THE SE 1/4 OF SECTION 3, T117N, R22W.  THE
 DJ2301'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DJ2301'STAMPED---2789 Z 1988---, IS SET IN A DRILL HOLE IN THE CONCRETE
 DJ2301'FOOTING ON THE NORTHWEST SIDE OF OF THE WATER TOWER.
 DJ2301
 DJ2301                          STATION RECOVERY (1993)
 DJ2301
 DJ2301'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 DJ2301'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0902 ***********************************************************************
 QO0902  DESIGNATION -  279/2 BOLT
 QO0902  PID         -  QO0902
 QO0902  STATE/COUNTY-  MN/SHERBURNE
 QO0902  COUNTRY     -  US
 QO0902  USGS QUAD   -  MONTICELLO (1991)
 QO0902
 QO0902                         *CURRENT SURVEY CONTROL
 QO0902  ______________________________________________________________________
 QO0902* NAD 83(1986) POSITION- 45 18 20.     (N) 093 46 47.     (W)   SCALED    
 QO0902* NAVD 88 ORTHO HEIGHT -   284.455  (meters)     933.25  (feet) ADJUSTED  
 QO0902  ______________________________________________________________________
 QO0902  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 QO0902  DYNAMIC HEIGHT  -        284.438 (meters)      933.19  (feet) COMP
 QO0902  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 QO0902
 QO0902  VERT ORDER      -  SECOND    CLASS 0
 QO0902
 QO0902.The horizontal coordinates were scaled from a topographic map and have
 QO0902.an estimated accuracy of +/- 6 seconds.
 QO0902.
 QO0902.The orthometric height was determined by differential leveling and
 QO0902.adjusted in June 1991.
 QO0902
 QO0902.The dynamic height is computed by dividing the NAVD 88
 QO0902.geopotential number by the normal gravity value computed on the
 QO0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0902.degrees latitude (g = 980.6199 gals.).
 QO0902
 QO0902.The modeled gravity was interpolated from observed gravity values.
 QO0902
 QO0902;                    North         East    Units  Estimated Accuracy
 QO0902;SPC MN S     -   356,210.      817,280.      MT  (+/- 180 meters Scaled)
 QO0902
 QO0902                          SUPERSEDED SURVEY CONTROL
 QO0902
 QO0902  NGVD 29 (??/??/92)  284.32   (m)          932.8    (f) COMPUTED    2 0
 QO0902
 QO0902.Superseded values are not recommended for survey control.
 QO0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0902.See file dsdata.txt to determine how the superseded data were derived.
 QO0902
 QO0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL388171(NAD 83)
 QO0902
 QO0902_MARKER: B = BOLT
 QO0902_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0902_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0902+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 QO0902
 QO0902  HISTORY     - Date     Condition        Report By
 QO0902  HISTORY     - UNK      MONUMENTED       MRC
 QO0902  HISTORY     - 1970     GOOD             NGS
 QO0902  HISTORY     - 20110915 GOOD             GEOCAC
 QO0902
 QO0902                          STATION DESCRIPTION
 QO0902
 QO0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0902'0.7 MI SE FROM MONTICELLO.
 QO0902'ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST END
 QO0902'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO, THENCE
 QO0902'0.6 MILE SOUTHEAST ALONG COUNTY ROAD 14, 30 FEET SOUTH OF THE CENTER
 QO0902'LINE OF THE ROAD, 113 FEET EAST OF THE CENTER LINE OF A PRIVATE
 QO0902'DRIVEWAY TO GENE PUTNAMS HOUSE, 113 FEET WEST OF THE CENTER LINE OF A
 QO0902'PRIVATE DRIVEWAY, 57 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 QO0902'THE ROAD, AND IS A COPPER BOLT LEADED IN A TILE ABOUT 4 FEET
 QO0902'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH
 QO0902'BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 14 INCHES.
 QO0902'1/4, SEC 35, T 33N, R 28W.
 QO0902
 QO0902                          STATION RECOVERY (2011)
 QO0902
 QO0902'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 QO0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0901 ***********************************************************************
 QO0901  DESIGNATION -  279/2 CAP
 QO0901  PID         -  QO0901
 QO0901  STATE/COUNTY-  MN/SHERBURNE
 QO0901  COUNTRY     -  US
 QO0901  USGS QUAD   -  MONTICELLO (1991)
 QO0901
 QO0901                         *CURRENT SURVEY CONTROL
 QO0901  ______________________________________________________________________
 QO0901* NAD 83(1986) POSITION- 45 18 20.6    (N) 093 46 47.1    (W)   HD_HELD2  
 QO0901* NAVD 88 ORTHO HEIGHT -   285.664  (meters)     937.22  (feet) ADJUSTED  
 QO0901  ______________________________________________________________________
 QO0901  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 QO0901  DYNAMIC HEIGHT  -        285.648 (meters)      937.16  (feet) COMP
 QO0901  MODELED GRAVITY -    980,551.1   (mgal)                       NAVD 88
 QO0901
 QO0901  VERT ORDER      -  FIRST     CLASS I
 QO0901
 QO0901.The horizontal coordinates were established by autonomous hand held GPS
 QO0901.observations and have an estimated accuracy of +/- 10 meters.
 QO0901.
 QO0901.The orthometric height was determined by differential leveling and
 QO0901.adjusted in June 1991.
 QO0901
 QO0901.WARNING-Repeat measurements at this control monument indicate possible
 QO0901.vertical movement.
 QO0901
 QO0901.Photographs are available for this station.
 QO0901
 QO0901.The dynamic height is computed by dividing the NAVD 88
 QO0901.geopotential number by the normal gravity value computed on the
 QO0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0901.degrees latitude (g = 980.6199 gals.).
 QO0901
 QO0901.The modeled gravity was interpolated from observed gravity values.
 QO0901
 QO0901;                    North         East    Units  Estimated Accuracy
 QO0901;SPC MN S     -   356,226.      817,274.      MT  (+/- 10 meters HH2 GPS)
 QO0901
 QO0901                          SUPERSEDED SURVEY CONTROL
 QO0901
 QO0901  NGVD 29 (??/??/92)  285.562  (m)          936.88   (f) ADJ UNCH    1 1
 QO0901
 QO0901.Superseded values are not recommended for survey control.
 QO0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0901.See file dsdata.txt to determine how the superseded data were derived.
 QO0901
 QO0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3887117208(NAD 83)
 QO0901
 QO0901_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0901_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0901_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0901
 QO0901  HISTORY     - Date     Condition        Report By
 QO0901  HISTORY     - UNK      MONUMENTED       MRC
 QO0901  HISTORY     - 1970     GOOD             NGS
 QO0901  HISTORY     - 1977     GOOD             MNDT
 QO0901  HISTORY     - 20110915 MARK NOT FOUND   GEOCAC
 QO0901
 QO0901                          STATION DESCRIPTION
 QO0901
 QO0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0901'0.7 MI SE FROM MONTICELLO.
 QO0901'ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST END
 QO0901'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO, THENCE
 QO0901'0.6 MILE SOUTHEAST ALONG COUNTY ROAD 14, 30 FEET SOUTH OF THE CENTER
 QO0901'LINE OF THE ROAD, 113 FEET EAST OF THE CENTER LINE OF A PRIVATE
 QO0901'DRIVEWAY TO GENE PUTNAMS HOUSE, 113 FEET WEST OF THE CENTER LINE OF A
 QO0901'PRIVATE DRIVEWAY, 57 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL WITH
 QO0901'THE ROAD, AND ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH
 QO0901'BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 14 INCHES.
 QO0901'1/4, SEC 35, T 33N, R 28W.
 QO0901
 QO0901                          STATION RECOVERY (1977)
 QO0901
 QO0901'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0901'THE MARK WAS FOUND AS DESCRIBED, 0.4 MILE NORTHEAST ALONG TRUNK
 QO0901'HIGHWAY 25 FROM THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 75
 QO0901'(OLD TRUNK HIGHWAY 152) IN MONTICELLO, THENCE 0.6 MILE SOUTHEAST ALONG
 QO0901'COUNTY ROAD 14. IT IS 30 FT. SOUTHWEST OF THE CENTER OF COUNTY ROAD
 QO0901'14, 113 FT. EAST OF THE CENTER OF A DRIVEWAY, 113 FT. WEST OF THE
 QO0901'CENTER OF A DRIVEWAY, 57 FT. WEST OF A TELEPHONE POLE AND LEVEL WITH
 QO0901'THE ROAD. THE CAP WAS LEVELED TO, BUT THE BOLT WAS NOT ON 1977.
 QO0901
 QO0901                          STATION RECOVERY (2011)
 QO0901
 QO0901'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 QO0901'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0992 ***********************************************************************
 QO0992  DESIGNATION -  279/3 CAP
 QO0992  PID         -  QO0992
 QO0992  STATE/COUNTY-  MN/WRIGHT
 QO0992  COUNTRY     -  US
 QO0992  USGS QUAD   -  MONTICELLO (1991)
 QO0992
 QO0992                         *CURRENT SURVEY CONTROL
 QO0992  ______________________________________________________________________
 QO0992* NAD 83(1986) POSITION- 45 18 09.99   (N) 093 46 59.42   (W)   HD_HELD1  
 QO0992* NAVD 88 ORTHO HEIGHT -   284.884  (meters)     934.66  (feet) ADJUSTED  
 QO0992  ______________________________________________________________________
 QO0992  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 QO0992  DYNAMIC HEIGHT  -        284.868 (meters)      934.60  (feet) COMP
 QO0992  MODELED GRAVITY -    980,551.0   (mgal)                       NAVD 88
 QO0992
 QO0992  VERT ORDER      -  SECOND    CLASS I
 QO0992
 QO0992.The horizontal coordinates were established by differentially corrected
 QO0992.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0992.
 QO0992.The orthometric height was determined by differential leveling and
 QO0992.adjusted in June 1991.
 QO0992
 QO0992.Photographs are available for this station.
 QO0992
 QO0992.The dynamic height is computed by dividing the NAVD 88
 QO0992.geopotential number by the normal gravity value computed on the
 QO0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0992.degrees latitude (g = 980.6199 gals.).
 QO0992
 QO0992.The modeled gravity was interpolated from observed gravity values.
 QO0992
 QO0992;                    North         East    Units  Estimated Accuracy
 QO0992;SPC MN S     -   355,897.7     817,006.2     MT  (+/- 3 meters HH1 GPS) 
 QO0992
 QO0992                          SUPERSEDED SURVEY CONTROL
 QO0992
 QO0992  NGVD 29 (??/??/92)  284.783  (m)          934.33   (f) ADJ UNCH    2 0
 QO0992
 QO0992.Superseded values are not recommended for survey control.
 QO0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0992.See file dsdata.txt to determine how the superseded data were derived.
 QO0992
 QO0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3860016884(NAD 83)
 QO0992
 QO0992_MARKER: DB = BENCH MARK DISK
 QO0992_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0992_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0992_STAMPING: 1898 RESET 1956
 QO0992_MARK LOGO: MRC   
 QO0992_PROJECTION: FLUSH
 QO0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0992+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2011
 QO0992
 QO0992  HISTORY     - Date     Condition        Report By
 QO0992  HISTORY     - 1956     MONUMENTED       MRC
 QO0992  HISTORY     - 1967     GOOD             MNDT
 QO0992  HISTORY     - 1977     GOOD             MNDT
 QO0992  HISTORY     - 20080709 GOOD             MNDT
 QO0992  HISTORY     - 20090325 GOOD             MNDT
 QO0992  HISTORY     - 20110915 GOOD             GEOCAC
 QO0992
 QO0992                          STATION DESCRIPTION
 QO0992
 QO0992'DESCRIBED BY MN DEPT OF TRANSP 1967
 QO0992'IN MONTICELLO.
 QO0992'AT MONTICELLO MARK IS A STANDARD IRON PIPE AND COPPER BOLT LEADED IN
 QO0992'TILE.  MARK IS LOCATED IN THE EASTERN PART OF MONTICELLO 130 METERS
 QO0992'BACK FROM THE OLD FERRY LANDING ON THE RIGHT BANK, BETWEEN FIRST
 QO0992'STREET AND BROADWAY.  53 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QO0992'ATTACHED GARAGE, 150 FEET SOUTH OF THE CENTERLINE OF EAST RIVER
 QO0992'STREET, 30 FEET WEST OF THE CENTERLINE OF WASHINGTON STREET AND IRON
 QO0992'PIPE PROJECTING 3 INCHES ABOVE GROUND.  MARK IS LOCATED IN THE SE 1/4,
 QO0992'SECTION 11, T121N, R25W.
 QO0992
 QO0992                          STATION RECOVERY (1977)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QO0992'RECOVERED IN GOOD CONDITION.
 QO0992
 QO0992                          STATION RECOVERY (2008)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 QO0992'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHWEST OF SAINT MICHAEL,
 QO0992'2.8 MI (4.5 KM) SOUTHWEST OF BIG LAKE AND 0.6 MI (1.0 KM)
 QO0992'EAST-SOUTHEAST OF MONTICELLO.
 QO0992' 
 QO0992'TO REACH TO THE MARK, AT MONTICELLO GO 0.5 BLOCK NORTHEAST OF THE
 QO0992'JUNCTION OF COUNTY ROAD 75 (EAST BROADWAY) AND WASHINGTON STREET, 30
 QO0992'FT (9.1 M) NORTHEAST OF WASHINGTON STREET, 60.5 FT (18.4 M) NORTHEAST
 QO0992'OF THE NORTHEAST CORNER OF HOUSE 105 WASHINGTON STREET, 52.6 FT (16.0
 QO0992'M) SOUTHEAST OF THE SOUTHEAST CORNER OF ATTACHED GARAGE OF ADJACENT
 QO0992'HOUSE.
 QO0992
 QO0992                          STATION RECOVERY (2009)
 QO0992
 QO0992'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QO0992'RECOVERED AS DESCRIBED.
 QO0992
 QO0992                          STATION RECOVERY (2011)
 QO0992
 QO0992'RECOVERY NOTE BY GEOCACHING 2011 (LPC)
 QO0992'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9865 ***********************************************************************
 AH9865  DESIGNATION -  28 CER
 AH9865  PID         -  AH9865
 AH9865  STATE/COUNTY-  MN/MAHNOMEN
 AH9865  COUNTRY     -  US
 AH9865  USGS QUAD   -  ROY LAKE (1969)
 AH9865
 AH9865                         *CURRENT SURVEY CONTROL
 AH9865  ______________________________________________________________________
 AH9865* NAD 83(1986) POSITION- 47 19 30.     (N) 095 35 39.     (W)   SCALED    
 AH9865* NAVD 88 ORTHO HEIGHT -   455.408  (meters)    1494.12  (feet) ADJUSTED  
 AH9865  ______________________________________________________________________
 AH9865  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 AH9865  DYNAMIC HEIGHT  -        455.444 (meters)     1494.24  (feet) COMP
 AH9865  MODELED GRAVITY -    980,678.4   (mgal)                       NAVD 88
 AH9865
 AH9865  VERT ORDER      -  SECOND    CLASS I
 AH9865
 AH9865.The horizontal coordinates were scaled from a topographic map and have
 AH9865.an estimated accuracy of +/- 6 seconds.
 AH9865.
 AH9865.The orthometric height was determined by differential leveling and
 AH9865.adjusted in June 2004.
 AH9865
 AH9865.The dynamic height is computed by dividing the NAVD 88
 AH9865.geopotential number by the normal gravity value computed on the
 AH9865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9865.degrees latitude (g = 980.6199 gals.).
 AH9865
 AH9865.The modeled gravity was interpolated from observed gravity values.
 AH9865
 AH9865;                    North         East    Units  Estimated Accuracy
 AH9865;SPC MN N     -   194,760.      611,500.      MT  (+/- 180 meters Scaled)
 AH9865
 AH9865                          SUPERSEDED SURVEY CONTROL
 AH9865
 AH9865.No superseded survey control is available for this station.
 AH9865
 AH9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN039445(NAD 83)
 AH9865
 AH9865_MARKER: DB = BENCH MARK DISK
 AH9865_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AH9865_STAMPING: 28 CER 1967
 AH9865_MARK LOGO: USGS  
 AH9865_PROJECTION: FLUSH
 AH9865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9865+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1992
 AH9865_ROD/PIPE-DEPTH:  4.6 meters
 AH9865
 AH9865  HISTORY     - Date     Condition        Report By
 AH9865  HISTORY     - 1967     MONUMENTED       USGS
 AH9865  HISTORY     - 19920813 GOOD             MNDT
 AH9865
 AH9865                          STATION DESCRIPTION
 AH9865
 AH9865'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CER)
 AH9865'ROY LAKE, MAHN0MEN COUNTY, 2.0 MILES WEST OF, T. 144 AND 145 N., R. 39
 AH9865'W., NEAR THE CORNER OF SECTIONS 34, 35, 2 AND 3, 54 FT. NORTH, 5.0 FT.
 AH9865'EAST AND 0.7 FT. LOWER THAN T-RD. SOUTH, 3.0 FT. NORTH AND 2.0 FT.
 AH9865'EAST OF A FENCE CORNER, SET ON THE TOP OF A 1/2 IN. COPPER COATED
 AH9865'STEEL ROD, DRIVEN 15 FT. INTO THE GROUND, STANDARD TABLET STAMPED 28
 AH9865'CER 1967.
 AH9865
 AH9865                          STATION RECOVERY (1992)
 AH9865
 AH9865'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 AH9865'2 MI (3.2 KM) WEST OF ROY LAKE, 2.0 MI (3.2 KM) WEST ALONG TH 200 FROM
 AH9865'JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP 64.15, 54 FT (16.5
 AH9865'M) NORTH OF TH 200, 5 FT (1.5 M) EAST OF T-RD SOUTH EXTENDED, 7 FT
 AH9865'(2.1 M) NW OF TEL PEDESTAL NO 100-9, 4 FT (1.2 M) EAST OF R/W POST,
 AH9865'AND 3.5 FT (1.1 M) NORTH WIT POST.  NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4858 ***********************************************************************
 DM4858  DESIGNATION -  28 CWH
 DM4858  PID         -  DM4858
 DM4858  STATE/COUNTY-  MN/CASS
 DM4858  COUNTRY     -  US
 DM4858  USGS QUAD   -  GRAFF (1970)
 DM4858
 DM4858                         *CURRENT SURVEY CONTROL
 DM4858  ______________________________________________________________________
 DM4858* NAD 83(1986) POSITION- 46 36 58.6    (N) 094 33 47.1    (W)   HD_HELD2  
 DM4858* NAVD 88 ORTHO HEIGHT -   445.373  (meters)    1461.19  (feet) ADJUSTED  
 DM4858  ______________________________________________________________________
 DM4858  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DM4858  DYNAMIC HEIGHT  -        445.391 (meters)     1461.25  (feet) COMP
 DM4858  MODELED GRAVITY -    980,641.0   (mgal)                       NAVD 88
 DM4858
 DM4858  VERT ORDER      -  SECOND    CLASS I
 DM4858
 DM4858.The horizontal coordinates were established by autonomous hand held GPS
 DM4858.observations and have an estimated accuracy of +/- 10 meters.
 DM4858.
 DM4858.The orthometric height was determined by differential leveling and
 DM4858.adjusted in February 2011.
 DM4858
 DM4858.No vertical observational check was made to the station.
 DM4858
 DM4858.Photographs are available for this station.
 DM4858
 DM4858.The dynamic height is computed by dividing the NAVD 88
 DM4858.geopotential number by the normal gravity value computed on the
 DM4858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4858.degrees latitude (g = 980.6199 gals.).
 DM4858
 DM4858.The modeled gravity was interpolated from observed gravity values.
 DM4858
 DM4858;                    North         East    Units  Estimated Accuracy
 DM4858;SPC MN C     -   279,692.      776,020.      MT  (+/- 10 meters HH2 GPS)
 DM4858
 DM4858                          SUPERSEDED SURVEY CONTROL
 DM4858
 DM4858.No superseded survey control is available for this station.
 DM4858
 DM4858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8031863710(NAD 83)
 DM4858
 DM4858_MARKER: DD = SURVEY DISK
 DM4858_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM4858_STAMPING: 28 CWH 1969
 DM4858_MARK LOGO: USGS  
 DM4858_PROJECTION: FLUSH
 DM4858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4858+STABILITY: SURFACE MOTION
 DM4858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4858+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2007
 DM4858
 DM4858  HISTORY     - Date     Condition        Report By
 DM4858  HISTORY     - 1969     MONUMENTED       USGS
 DM4858  HISTORY     - 20070404 GOOD             MNDT
 DM4858
 DM4858                          STATION DESCRIPTION
 DM4858
 DM4858'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM4858'THE MARK IS 10.0 MILES SOUTH OF PINE RIVER, 7.1 MILES SOUTH AND WEST
 DM4858'ALONG COUNTY ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 371 AND COUNTY
 DM4858'ROAD 1 IN PINE RIVER, THENCE 6.15 MILES WEST ON COUNTY ROAD 28, THENCE
 DM4858'1.1 MILES SOUTH OF ALONG COUNTY ROAD 25, THENCE 0.05 MILE WEST ON 52ND
 DM4858'STREET SOUTHWEST, 2.0 FEET WEST OF POWER POLE, 2.0 FEET WEST OF
 DM4858'WITNESS POST EST, 2.0 FEET WEST OF POWER POLE, 2.0 FEET WEST OF
 DM4858'WITNESS POST EST, 2.0 FEET WEST OF POWER POLE, 2.0 FEET WEST OF
 DM4858'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8219 ***********************************************************************
 AH8219  DESIGNATION -  28 DRL
 AH8219  PID         -  AH8219
 AH8219  STATE/COUNTY-  MN/MILLE LACS
 AH8219  COUNTRY     -  US
 AH8219  USGS QUAD   -  HILLMAN SE (1968)
 AH8219
 AH8219                         *CURRENT SURVEY CONTROL
 AH8219  ______________________________________________________________________
 AH8219* NAD 83(1986) POSITION- 46 04 30.     (N) 093 47 15.     (W)   SCALED    
 AH8219* NAVD 88 ORTHO HEIGHT -   396.299  (meters)    1300.19  (feet) ADJUSTED  
 AH8219  ______________________________________________________________________
 AH8219  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AH8219  DYNAMIC HEIGHT  -        396.304 (meters)     1300.21  (feet) COMP
 AH8219  MODELED GRAVITY -    980,616.3   (mgal)                       NAVD 88
 AH8219
 AH8219  VERT ORDER      -  SECOND    CLASS I
 AH8219
 AH8219.The horizontal coordinates were scaled from a topographic map and have
 AH8219.an estimated accuracy of +/- 6 seconds.
 AH8219.
 AH8219.The orthometric height was determined by differential leveling and
 AH8219.adjusted in August 2004.
 AH8219
 AH8219.Photographs are available for this station.
 AH8219
 AH8219.The dynamic height is computed by dividing the NAVD 88
 AH8219.geopotential number by the normal gravity value computed on the
 AH8219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8219.degrees latitude (g = 980.6199 gals.).
 AH8219
 AH8219.The modeled gravity was interpolated from observed gravity values.
 AH8219
 AH8219;                    North         East    Units  Estimated Accuracy
 AH8219;SPC MN C     -   219,590.      835,780.      MT  (+/- 180 meters Scaled)
 AH8219
 AH8219                          SUPERSEDED SURVEY CONTROL
 AH8219
 AH8219.No superseded survey control is available for this station.
 AH8219
 AH8219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM391026(NAD 83)
 AH8219
 AH8219_MARKER: DB = BENCH MARK DISK
 AH8219_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8219_SP_SET: FOOTING OF STRUCTURE
 AH8219_STAMPING: 28 DRL 1966
 AH8219_MARK LOGO: USGS  
 AH8219_PROJECTION: FLUSH
 AH8219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8219+STABILITY: SURFACE MOTION
 AH8219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8219+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8219
 AH8219  HISTORY     - Date     Condition        Report By
 AH8219  HISTORY     - 1966     MONUMENTED       USGS
 AH8219  HISTORY     - 19930726 GOOD             MNDT
 AH8219  HISTORY     - 20050614 GOOD             MNDT
 AH8219
 AH8219                          STATION DESCRIPTION
 AH8219
 AH8219'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8219'MARK IS LOCATED ABOUT 5.35 MI (8.61 KM) WEST OF ONAMIA, SET IN THE TOP
 AH8219'OF THE CENTER OF THE WEST HEADWALL OF BOX CULVERT, 5.95 MI (9.58 KM)
 AH8219'WNW ALONG TH 27 FROM JCT OF TH 27 AND BUSINESS TH 169, AT TH 27 MP
 AH8219'169.2, 920 FT (280.4 M) SOUTH OF TH 27, AND 12 FT (3.7 M) WEST OF A
 AH8219'RD.
 AH8219
 AH8219                          STATION RECOVERY (2005)
 AH8219
 AH8219'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8219'5.5 MILES WEST OF ONAMIA, 920 FEET SOUTH OF QUARTER SECTION CORNER AND
 AH8219'TRUNK HIGHWAY 27 AT TEE ROAD SOUTH, 12 FEET WEST OF 180TH AVENUE, IN
 AH8219'TOP OF CENTER OF WEST HEADWALL OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1933 ***********************************************************************
 DM1933  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1933  DESIGNATION -  28 NH
 DM1933  PID         -  DM1933
 DM1933  STATE/COUNTY-  MN/SWIFT
 DM1933  COUNTRY     -  US
 DM1933  USGS QUAD   -  DE GRAFF SE (1968)
 DM1933
 DM1933                         *CURRENT SURVEY CONTROL
 DM1933  ______________________________________________________________________
 DM1933* NAD 83(2007) POSITION- 45 15 11.33902(N) 095 21 16.39020(W)   ADJUSTED  
 DM1933* NAD 83(2007) ELLIP HT-   312.901 (meters)        (08/04/10)   ADJUSTED
 DM1933* NAD 83(2007) EPOCH   -  2002.00
 DM1933* NAVD 88 ORTHO HEIGHT -   339.42   (meters)    1113.6   (feet) GPS OBS   
 DM1933  ______________________________________________________________________
 DM1933  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1933  GEOID HEIGHT    -        -26.46  (meters)                     GEOID03
 DM1933  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DM1933  NAD 83(2007) X  -   -419,735.293 (meters)                     COMP
 DM1933  NAD 83(2007) Y  - -4,478,246.428 (meters)                     COMP
 DM1933  NAD 83(2007) Z  -  4,507,420.089 (meters)                     COMP
 DM1933  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC09
 DM1933  HORZ ORDER      -  FIRST
 DM1933  ELLP ORDER      -  THIRD     CLASS I
 DM1933
 DM1933.The horizontal coordinates were established by GPS observations
 DM1933.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1933
 DM1933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1933.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1933
 DM1933.The horizontal coordinates are valid at the epoch date displayed above
 DM1933.which is a decimal equivalence of Year/Month/Day.
 DM1933
 DM1933.The orthometric height was determined by GPS observations and a
 DM1933.high-resolution geoid model using precise GPS observation and
 DM1933.processing techniques.
 DM1933
 DM1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1933
 DM1933.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1933
 DM1933.The ellipsoidal height was determined by GPS observations
 DM1933.and is referenced to NAD 83.
 DM1933
 DM1933. The following values were computed from the NAD 83(2007) position.
 DM1933
 DM1933;                    North         East     Units Scale Factor Converg.
 DM1933;SPC MN S     -   351,240.872   693,673.140   MT  1.00000818   -0 56 58.0
 DM1933;SPC MN S     - 1,152,362.76  2,275,825.96   sFT  1.00000818   -0 56 58.0
 DM1933;UTM  15      - 5,013,769.689   315,244.599   MT  1.00001972   -1 40 21.8
 DM1933
 DM1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1933!SPC MN S     -   0.99995095  x   1.00000818  =   0.99995912
 DM1933!UTM  15      -   0.99995095  x   1.00001972  =   0.99997066
 DM1933
 DM1933                          SUPERSEDED SURVEY CONTROL
 DM1933
 DM1933.No superseded survey control is available for this station.
 DM1933
 DM1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1524413769(NAD 83)
 DM1933
 DM1933_MARKER: DB = BENCH MARK DISK
 DM1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1933_STAMPING: 28 NH 1956
 DM1933_MARK LOGO: USGS  
 DM1933_PROJECTION: RECESSED 8 CENTIMETERS
 DM1933_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1933+STABILITY: SURFACE MOTION
 DM1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1933+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 DM1933
 DM1933  HISTORY     - Date     Condition        Report By
 DM1933  HISTORY     - 19560401 MONUMENTED       USGS
 DM1933  HISTORY     - 20080324 GOOD             MNDT
 DM1933
 DM1933                          STATION DESCRIPTION
 DM1933
 DM1933'DESCRIBED BY MN DEPT OF TRANSP 2008 (MDF)
 DM1933'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1933'THE MARK IS 2.6 MILES NORTHEAST OF MURDOCK, 1.2 MILES NORTHEAST ALONG
 DM1933'COUNTY ROAD 31 FROM THE JUNCTION OF COUNTY ROAD 31 AND TRUNK HIGHWAY
 DM1933'12 IN MURDOCK, THEN 0.9 MILE EAST ON 60TH STREET, THEN 1.0 MILE NORTH
 DM1933'ON 130TH AVENUE, THEN 0.1 MILE EAST ON 50TH STREET, 33.5 FEET SOUTH
 DM1933'AND 740 FEET EAST OF TEE-ROAD EAST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0455 ***********************************************************************
 QO0455  DESIGNATION -  28 RDS
 QO0455  PID         -  QO0455
 QO0455  STATE/COUNTY-  MN/ANOKA
 QO0455  COUNTRY     -  US
 QO0455  USGS QUAD   -  NEW BRIGHTON (1993)
 QO0455
 QO0455                         *CURRENT SURVEY CONTROL
 QO0455  ______________________________________________________________________
 QO0455* NAD 83(1986) POSITION- 45 07 28.     (N) 093 12 26.     (W)   SCALED    
 QO0455* NAVD 88 ORTHO HEIGHT -   276.087  (meters)     905.80  (feet) ADJUSTED  
 QO0455  ______________________________________________________________________
 QO0455  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 QO0455  DYNAMIC HEIGHT  -        276.083 (meters)      905.78  (feet) COMP
 QO0455  MODELED GRAVITY -    980,592.8   (mgal)                       NAVD 88
 QO0455
 QO0455  VERT ORDER      -  SECOND    CLASS 0
 QO0455
 QO0455.The horizontal coordinates were scaled from a topographic map and have
 QO0455.an estimated accuracy of +/- 6 seconds.
 QO0455.
 QO0455.The orthometric height was determined by differential leveling and
 QO0455.adjusted in June 1991.
 QO0455
 QO0455.The dynamic height is computed by dividing the NAVD 88
 QO0455.geopotential number by the normal gravity value computed on the
 QO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0455.degrees latitude (g = 980.6199 gals.).
 QO0455
 QO0455.The modeled gravity was interpolated from observed gravity values.
 QO0455
 QO0455;                    North         East    Units  Estimated Accuracy
 QO0455;SPC MN S     -   336,360.      862,370.      MT  (+/- 180 meters Scaled)
 QO0455
 QO0455                          SUPERSEDED SURVEY CONTROL
 QO0455
 QO0455  NGVD 29 (??/??/92)  276.032  (m)          905.62   (f) ADJ UNCH    2 0
 QO0455
 QO0455.Superseded values are not recommended for survey control.
 QO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0455.See file dsdata.txt to determine how the superseded data were derived.
 QO0455
 QO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK837967(NAD 83)
 QO0455
 QO0455_MARKER: DD = SURVEY DISK
 QO0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0455_SP_SET: MONUMENT
 QO0455_STAMPING: 28 RDS 1950
 QO0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0455
 QO0455  HISTORY     - Date     Condition        Report By
 QO0455  HISTORY     - 1950     MONUMENTED       USGS
 QO0455  HISTORY     - 1972     GOOD             MNDT
 QO0455  HISTORY     - 1980     GOOD             MNDT
 QO0455
 QO0455                          STATION DESCRIPTION
 QO0455
 QO0455'DESCRIBED BY MN DEPT OF TRANSP 1972
 QO0455'IN BLAINE.
 QO0455'IN THE VILLAGE OF BLAINE, 0.95 MILES WEST OF FAI 35, 320 FEET EAST OF
 QO0455'LONG LAKE ROAD (RAMSEY NO. 45), 34 FEET NORTH OF THE CENTERLINE OF
 QO0455'COUNTY ROAD J (ANOKA-RAMSEY COUNTY LINE), 15 FEET WEST OF THE CENTER
 QO0455'OF A PRIVATE DRIVE NORTH, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN A
 QO0455'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  S.W. 1/4, SEC 34, T 31N,
 QO0455'R 23W.
 QO0455
 QO0455                          STATION RECOVERY (1980)
 QO0455
 QO0455'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 QO0455'0.95 MILE WEST OF INTERSTATE HIGHWAY 35 ALONG 85TH AVENUE NORTHEAST.
 QO0455'THERE ARE SOME CHANGES IN THE THE DESCRIPTION. THE MARK IS 34.0 FEET
 QO0455'NORTH OF THE CENTERLINE OF 85TH AVENUE (ANOKA-RAMSEY COUNTY LINE),
 QO0455'0.2 MILE EAST ALONG 85TH AVENUE FROM ITS JUNCTION WITH COUNTY ROAD J,
 QO0455'200 FEET WEST OF A DEAD-END ROAD SOUTH, 25.0 FEET EAST OF A POWER
 QO0455'POLE AND 0.9 FOOT SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4801 ***********************************************************************
 DL4801  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4801  DESIGNATION -  28 RWM
 DL4801  PID         -  DL4801
 DL4801  STATE/COUNTY-  MN/HOUSTON
 DL4801  COUNTRY     -  US
 DL4801  USGS QUAD   -  YUCATAN (1965)
 DL4801
 DL4801                         *CURRENT SURVEY CONTROL
 DL4801  ______________________________________________________________________
 DL4801* NAD 83(2007) POSITION- 43 41 38.74235(N) 091 37 32.54839(W)   ADJUSTED  
 DL4801* NAD 83(2007) ELLIP HT-   343.016 (meters)        (09/09/09)   ADJUSTED
 DL4801* NAD 83(2007) EPOCH   -  2002.00
 DL4801* NAVD 88 ORTHO HEIGHT -   373.49   (meters)    1225.4   (feet) GPS OBS   
 DL4801  ______________________________________________________________________
 DL4801  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4801  GEOID HEIGHT    -        -30.42  (meters)                     GEOID03
 DL4801  GEOID HEIGHT    -        -30.50  (meters)                     GEOID09
 DL4801  NAD 83(2007) X  -   -131,049.364 (meters)                     COMP
 DL4801  NAD 83(2007) Y  - -4,617,410.321 (meters)                     COMP
 DL4801  NAD 83(2007) Z  -  4,383,816.114 (meters)                     COMP
 DL4801  LAPLACE CORR    -         -5.34  (seconds)                    DEFLEC09
 DL4801  HORZ ORDER      -  FIRST
 DL4801  ELLP ORDER      -  FOURTH    CLASS I
 DL4801
 DL4801.The horizontal coordinates were established by GPS observations
 DL4801.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4801
 DL4801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4801.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4801
 DL4801.The horizontal coordinates are valid at the epoch date displayed above
 DL4801.which is a decimal equivalence of Year/Month/Day.
 DL4801
 DL4801.The orthometric height was determined by GPS observations and a
 DL4801.high-resolution geoid model using precise GPS observation and
 DL4801.processing techniques.
 DL4801
 DL4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4801
 DL4801.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4801
 DL4801.The ellipsoidal height was determined by GPS observations
 DL4801.and is referenced to NAD 83.
 DL4801
 DL4801. The following values were computed from the NAD 83(2007) position.
 DL4801
 DL4801;                    North         East     Units Scale Factor Converg.
 DL4801;SPC MN S     -   179,903.246   991,385.645   MT  1.00002053   +1 39 51.1
 DL4801;SPC MN S     -   590,232.57  3,252,571.07   sFT  1.00002053   +1 39 51.1
 DL4801;UTM  15      - 4,838,815.186   610,747.680   MT  0.99975086   +0 56 58.1
 DL4801
 DL4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4801!SPC MN S     -   0.99994621  x   1.00002053  =   0.99996674
 DL4801!UTM  15      -   0.99994621  x   0.99975086  =   0.99969709
 DL4801
 DL4801                          SUPERSEDED SURVEY CONTROL
 DL4801
 DL4801.No superseded survey control is available for this station.
 DL4801
 DL4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1074738815(NAD 83)
 DL4801
 DL4801_MARKER: DD = SURVEY DISK
 DL4801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4801_STAMPING: 28 RWM 1963
 DL4801_MARK LOGO: USGS  
 DL4801_PROJECTION: FLUSH
 DL4801_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL4801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4801+STABILITY: SURFACE MOTION
 DL4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4801+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DL4801
 DL4801  HISTORY     - Date     Condition        Report By
 DL4801  HISTORY     - 1963     MONUMENTED       USGS
 DL4801  HISTORY     - 20080226 GOOD             MNDT
 DL4801
 DL4801                          STATION DESCRIPTION
 DL4801
 DL4801'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4801'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4801'THE MARK IS 6.0 MILES SOUTH-SOUTHWEST OF HOUSTON, 1.8 MILES SOUTH
 DL4801'ALONG TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 DL4801'HIGHWAY 16 IN HOUSTON, THEN 4.0 MILES WEST ALONG COUNTY ROAD 4, THEN
 DL4801'2.5 MILES SOUTH ALONG EAST TWIN ROAD, 25 FEET EAST OF EAST TWIN ROAD,
 DL4801'111 FEET NORTH OF FARM DRIVE EAST, 1.5 FEET WEST OF FENCE, 1.0 FOOT
 DL4801'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0721 ***********************************************************************
 PR0721  DESIGNATION -  28 SEM
 PR0721  PID         -  PR0721
 PR0721  STATE/COUNTY-  MN/LINCOLN
 PR0721  COUNTRY     -  US
 PR0721  USGS QUAD   -  PORTER SW (1967)
 PR0721
 PR0721                         *CURRENT SURVEY CONTROL
 PR0721  ______________________________________________________________________
 PR0721* NAD 83(1996) POSITION- 44 37 03.67190(N) 096 14 09.27873(W)   ADJUSTED  
 PR0721* NAVD 88 ORTHO HEIGHT -   433.     (meters)    1421.    (feet) VERTCON   
 PR0721  ______________________________________________________________________
 PR0721  GEOID HEIGHT    -        -25.95  (meters)                     GEOID09
 PR0721  LAPLACE CORR    -         -6.11  (seconds)                    DEFLEC09
 PR0721  HORZ ORDER      -  THIRD
 PR0721
 PR0721.The horizontal coordinates were established by classical geodetic methods
 PR0721.and adjusted by the National Geodetic Survey in March 1999.
 PR0721.
 PR0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0721
 PR0721.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0721
 PR0721. The following values were computed from the NAD 83(1996) position.
 PR0721
 PR0721;                    North         East     Units Scale Factor Converg.
 PR0721;SPC MN S     -   282,170.400   622,572.674   MT  0.99992409   -1 34 02.0
 PR0721;SPC MN S     -   925,754.05  2,042,557.18   sFT  0.99992409   -1 34 02.0
 PR0721;UTM  14      - 4,944,198.481   719,297.639   MT  1.00019144   +1 56 31.9
 PR0721
 PR0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0721!SPC MN S     -   0.99993615  x   0.99992409  =   0.99986024
 PR0721!UTM  14      -   0.99993615  x   1.00019144  =   1.00012757
 PR0721
 PR0721                          SUPERSEDED SURVEY CONTROL
 PR0721
 PR0721  NAD 83(1996)-  44 37 03.67235(N)    096 14 09.27815(W) AD(       ) 3
 PR0721  NAD 83(1986)-  44 37 03.67203(N)    096 14 09.26184(W) AD(       ) 3
 PR0721  NAD 27      -  44 37 03.79923(N)    096 14 08.10357(W) AD(       ) 3
 PR0721  NGVD 29 (07/19/86)  433.     (m)         1421.     (f) VERT ANG       
 PR0721
 PR0721.Superseded values are not recommended for survey control.
 PR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0721.See file dsdata.txt to determine how the superseded data were derived.
 PR0721
 PR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1929744198(NAD 83)
 PR0721
 PR0721_MARKER: DB = BENCH MARK DISK
 PR0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0721_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0721_STAMPING: 28 SEM 1965 1423
 PR0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0721+STABILITY: SURFACE MOTION
 PR0721
 PR0721  HISTORY     - Date     Condition        Report By
 PR0721  HISTORY     - 1965     MONUMENTED       USGS
 PR0721
 PR0721                          STATION DESCRIPTION
 PR0721
 PR0721'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (SEM)
 PR0721'CANBY,2.9 MILES SE OF ALONG STATE HWY. 68,THENCE 4.4 MILES S ALONG
 PR0721'GRAVEL ROAD,T.113N,R.45W,ABOUT 700 FT N OF CORNER SECS. 1,2,11,12, TOP
 PR0721'OF HILL 142 FT S AND 48 FT W OF DRIVEWAY EAST, 3 FT E OF N-S FENCE,
 PR0721'OPPOSITE STEEL FENCE POST, A CONCRETE POST WITH STANDARD TABLET
 PR0721'STAMPED---28 SEM 1965 1423 ET 1965---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0911 ***********************************************************************
 QO0911  DESIGNATION -  280/2 BOLT
 QO0911  PID         -  QO0911
 QO0911  STATE/COUNTY-  MN/SHERBURNE
 QO0911  COUNTRY     -  US
 QO0911  USGS QUAD   -  MONTICELLO (1991)
 QO0911
 QO0911                         *CURRENT SURVEY CONTROL
 QO0911  ______________________________________________________________________
 QO0911* NAD 83(1986) POSITION- 45 19 51.     (N) 093 49 11.     (W)   SCALED    
 QO0911* NAVD 88 ORTHO HEIGHT -   289.413  (meters)     949.52  (feet) ADJUSTED  
 QO0911  ______________________________________________________________________
 QO0911  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 QO0911  DYNAMIC HEIGHT  -        289.398 (meters)      949.47  (feet) COMP
 QO0911  MODELED GRAVITY -    980,556.8   (mgal)                       NAVD 88
 QO0911
 QO0911  VERT ORDER      -  FIRST     CLASS I
 QO0911
 QO0911.The horizontal coordinates were scaled from a topographic map and have
 QO0911.an estimated accuracy of +/- 6 seconds.
 QO0911.
 QO0911.The orthometric height was determined by differential leveling and
 QO0911.adjusted in June 1991.
 QO0911
 QO0911.The dynamic height is computed by dividing the NAVD 88
 QO0911.geopotential number by the normal gravity value computed on the
 QO0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0911.degrees latitude (g = 980.6199 gals.).
 QO0911
 QO0911.The modeled gravity was interpolated from observed gravity values.
 QO0911
 QO0911;                    North         East    Units  Estimated Accuracy
 QO0911;SPC MN S     -   359,010.      814,130.      MT  (+/- 180 meters Scaled)
 QO0911
 QO0911                          SUPERSEDED SURVEY CONTROL
 QO0911
 QO0911  NGVD 29 (??/??/92)  289.280  (m)          949.08   (f) ADJ UNCH    1 1
 QO0911
 QO0911.Superseded values are not recommended for survey control.
 QO0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0911.See file dsdata.txt to determine how the superseded data were derived.
 QO0911
 QO0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL357200(NAD 83)
 QO0911
 QO0911_MARKER: B = BOLT
 QO0911_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0911_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0911
 QO0911  HISTORY     - Date     Condition        Report By
 QO0911  HISTORY     - UNK      MONUMENTED       MRC
 QO0911  HISTORY     - 1970     GOOD             NGS
 QO0911
 QO0911                          STATION DESCRIPTION
 QO0911
 QO0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0911'2.05 MI NW FROM MONTICELLO.
 QO0911'ABOUT 0.05 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST
 QO0911'END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO,
 QO0911'THENCE 2.0 MILES NORTHWEST ALONG COUNTY ROAD 11, ON THE TOP OF A SMALL
 QO0911'KNOLL IN A PASTURE, 220 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 QO0911'270 FEET NORTHWEST OF A 2-STORY HOUSE, 193 FEET NORTH-NORTHWEST OF THE
 QO0911'NORTHWEST SIDE OF A CONCRETE SILO, 28 FEET EAST OF A FENCE, 2.5 FEET
 QO0911'NORTH OF A METAL WINESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QO0911'HIGHWAY, AND IS A COPPER BOLT LEADED IN A TILE ABOUT 4 FEET
 QO0911'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH
 QO0911'BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH PROJECTS 8 INCHES.
 QO0911'1/4, SEC 21-22, T 33N, R 28W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0910 ***********************************************************************
 QO0910  DESIGNATION -  280/2 CAP
 QO0910  PID         -  QO0910
 QO0910  STATE/COUNTY-  MN/SHERBURNE
 QO0910  COUNTRY     -  US
 QO0910  USGS QUAD   -  MONTICELLO (1991)
 QO0910
 QO0910                         *CURRENT SURVEY CONTROL
 QO0910  ______________________________________________________________________
 QO0910* NAD 83(1986) POSITION- 45 19 51.1    (N) 093 49 11.8    (W)   HD_HELD2  
 QO0910* NAVD 88 ORTHO HEIGHT -   290.625  (meters)     953.49  (feet) ADJUSTED  
 QO0910  ______________________________________________________________________
 QO0910  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 QO0910  DYNAMIC HEIGHT  -        290.610 (meters)      953.44  (feet) COMP
 QO0910  MODELED GRAVITY -    980,556.8   (mgal)                       NAVD 88
 QO0910
 QO0910  VERT ORDER      -  FIRST     CLASS I
 QO0910
 QO0910.The horizontal coordinates were established by autonomous hand held GPS
 QO0910.observations and have an estimated accuracy of +/- 10 meters.
 QO0910.
 QO0910.The orthometric height was determined by differential leveling and
 QO0910.adjusted in June 1991.
 QO0910
 QO0910.Photographs are available for this station.
 QO0910
 QO0910.The dynamic height is computed by dividing the NAVD 88
 QO0910.geopotential number by the normal gravity value computed on the
 QO0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0910.degrees latitude (g = 980.6199 gals.).
 QO0910
 QO0910.The modeled gravity was interpolated from observed gravity values.
 QO0910
 QO0910;                    North         East    Units  Estimated Accuracy
 QO0910;SPC MN S     -   359,012.      814,115.      MT  (+/- 10 meters HH2 GPS)
 QO0910
 QO0910                          SUPERSEDED SURVEY CONTROL
 QO0910
 QO0910  NGVD 29 (??/??/92)  290.486  (m)          953.04   (f) ADJ UNCH    1 1
 QO0910
 QO0910.Superseded values are not recommended for survey control.
 QO0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0910.See file dsdata.txt to determine how the superseded data were derived.
 QO0910
 QO0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL3574820032(NAD 83)
 QO0910
 QO0910_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0910_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0910_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0910
 QO0910  HISTORY     - Date     Condition        Report By
 QO0910  HISTORY     - UNK      MONUMENTED       MRC
 QO0910  HISTORY     - 1970     GOOD             NGS
 QO0910
 QO0910                          STATION DESCRIPTION
 QO0910
 QO0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0910'2.05 MI NW FROM MONTICELLO.
 QO0910'ABOUT 0.05 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE NORTHEAST
 QO0910'END OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT MONTICELLO,
 QO0910'THENCE 2.0 MILES NORTHWEST ALONG COUNTY ROAD 11, ON THE TOP OF A SMALL
 QO0910'KNOLL IN A PASTURE, 220 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 QO0910'270 FEET NORTHWEST OF A 2-STORY HOUSE, 193 FEET NORTH-NORTHWEST OF THE
 QO0910'NORTHWEST SIDE OF A CONCRETE SILO, 28 FEET EAST OF A FENCE, 2.5 FEET
 QO0910'NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 QO0910'HIGHWAY, AND A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER
 QO0910'COMMISSION CAP AND WHICH PROJECTS 8 INCHES.  1/4, SEC 21-22T, 33N, R
 QO0910'28W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6800 ***********************************************************************
 DK6800  DESIGNATION -  2801 AB
 DK6800  PID         -  DK6800
 DK6800  STATE/COUNTY-  MN/HOUSTON
 DK6800  COUNTRY     -  US
 DK6800  USGS QUAD   -  LA CRESCENT (1991)
 DK6800
 DK6800                         *CURRENT SURVEY CONTROL
 DK6800  ______________________________________________________________________
 DK6800* NAD 83(1986) POSITION- 43 48 40.5    (N) 091 18 19.0    (W)   HD_HELD2  
 DK6800* NAVD 88 ORTHO HEIGHT -   197.228  (meters)     647.07  (feet) ADJUSTED  
 DK6800  ______________________________________________________________________
 DK6800  GEOID HEIGHT    -        -31.55  (meters)                     GEOID09
 DK6800  DYNAMIC HEIGHT  -        197.194 (meters)      646.96  (feet) COMP
 DK6800  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DK6800
 DK6800  VERT ORDER      -  SECOND    CLASS I
 DK6800
 DK6800.The horizontal coordinates were established by autonomous hand held GPS
 DK6800.observations and have an estimated accuracy of +/- 10 meters.
 DK6800.
 DK6800.The orthometric height was determined by differential leveling and
 DK6800.adjusted in December 2008.
 DK6800
 DK6800.The dynamic height is computed by dividing the NAVD 88
 DK6800.geopotential number by the normal gravity value computed on the
 DK6800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6800.degrees latitude (g = 980.6199 gals.).
 DK6800
 DK6800.The modeled gravity was interpolated from observed gravity values.
 DK6800
 DK6800;                    North         East    Units  Estimated Accuracy
 DK6800;SPC MN S     -   193,714.    1,016,777.      MT  (+/- 10 meters HH2 GPS)
 DK6800
 DK6800                          SUPERSEDED SURVEY CONTROL
 DK6800
 DK6800.No superseded survey control is available for this station.
 DK6800
 DK6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3630352304(NAD 83)
 DK6800
 DK6800_MARKER: DB = BENCH MARK DISK
 DK6800_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6800_SP_SET: BRIDGE ABUTMENT
 DK6800_STAMPING: 2801 AB 2005
 DK6800_MARK LOGO: MNHD  
 DK6800_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6800+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DK6800
 DK6800  HISTORY     - Date     Condition        Report By
 DK6800  HISTORY     - 1990     MONUMENTED       MNDT
 DK6800  HISTORY     - 20060717 GOOD             MNDT
 DK6800  HISTORY     - 20061011 GOOD             MNDT
 DK6800
 DK6800                          STATION DESCRIPTION
 DK6800
 DK6800'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK6800'THE MARK IS LOCATED ABOUT 14.6 MI (23.5 KM) NORTH OF RENO, 13.6 MI
 DK6800'(21.9 KM) EAST-NORTHEAST OF HOUSTON AND 8.2 MI (13.2 KM) NORTH OF
 DK6800'BROWNSVILLE AND 0.5 MI (0.8 KM) SOUTH OF LA CRESCENT, IN THE ABUTMENT
 DK6800'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 16 BRIDGE NUMBER 28002 OVER
 DK6800'CREEK, 0.85 MI (1.4 KM) SOUTH ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION
 DK6800'OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 14 AND 61 IN LA CRESCENT, AT
 DK6800'TRUNK HIGHWAY 16 MILE POINT 287.40,
 DK6800' 
 DK6800'27.0 FT (8.2 M) EAST OF TRUNK HIGHWAY 61.  THE DISK WAS SET IN THE
 DK6800'BRIDGE WHEN IT WAS BUILT IN 1990, THEN STAMPED WHEN USED IN 2005.
 DK6800
 DK6800                          STATION RECOVERY (2006)
 DK6800
 DK6800'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK6800'0.5 MI (0.8 KM) SOUTH OF LA CRESCENT, IN ABUTMENT IN SOUTHEAST CORNER
 DK6800'OF TRUNK HIGHWAY 16 BRIDGE NUMBER 28002 OVER CREEK, 0.85 MI (1.4 KM)
 DK6800'SOUTH ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DK6800'TRUNK HIGHWAY 14 AND 61 IN LA CRESCENT, AT TRUNK HIGHWAY 16 MILE POINT
 DK6800'POINT 287.40, 27.0 FT (8.2 M) EAST OF TRUNK HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6809 ***********************************************************************
 DK6809  DESIGNATION -  2801 AC
 DK6809  PID         -  DK6809
 DK6809  STATE/COUNTY-  MN/HOUSTON
 DK6809  COUNTRY     -  US
 DK6809  USGS QUAD   -  LA CRESCENT (1991)
 DK6809
 DK6809                         *CURRENT SURVEY CONTROL
 DK6809  ______________________________________________________________________
 DK6809* NAD 83(1986) POSITION- 43 45 55.4    (N) 091 20 41.5    (W)   HD_HELD2  
 DK6809* NAVD 88 ORTHO HEIGHT -   201.684  (meters)     661.69  (feet) ADJUSTED  
 DK6809  ______________________________________________________________________
 DK6809  GEOID HEIGHT    -        -31.35  (meters)                     GEOID09
 DK6809  DYNAMIC HEIGHT  -        201.649 (meters)      661.58  (feet) COMP
 DK6809  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 DK6809
 DK6809  VERT ORDER      -  SECOND    CLASS I
 DK6809
 DK6809.The horizontal coordinates were established by autonomous hand held GPS
 DK6809.observations and have an estimated accuracy of +/- 10 meters.
 DK6809.
 DK6809.The orthometric height was determined by differential leveling and
 DK6809.adjusted in December 2008.
 DK6809
 DK6809.The dynamic height is computed by dividing the NAVD 88
 DK6809.geopotential number by the normal gravity value computed on the
 DK6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6809.degrees latitude (g = 980.6199 gals.).
 DK6809
 DK6809.The modeled gravity was interpolated from observed gravity values.
 DK6809
 DK6809;                    North         East    Units  Estimated Accuracy
 DK6809;SPC MN S     -   188,517.    1,013,759.      MT  (+/- 10 meters HH2 GPS)
 DK6809
 DK6809                          SUPERSEDED SURVEY CONTROL
 DK6809
 DK6809.No superseded survey control is available for this station.
 DK6809
 DK6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3322147146(NAD 83)
 DK6809
 DK6809_MARKER: DD = SURVEY DISK
 DK6809_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6809_SP_SET: BRIDGE RAILING
 DK6809_STAMPING: 2801 AC
 DK6809_MARK LOGO: MNDT  
 DK6809_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6809+STABILITY: SURFACE MOTION
 DK6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6809+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6809
 DK6809  HISTORY     - Date     Condition        Report By
 DK6809  HISTORY     - 2002     MONUMENTED       MNDT
 DK6809  HISTORY     - 20070109 GOOD             MNDT
 DK6809
 DK6809                          STATION DESCRIPTION
 DK6809
 DK6809'DESCRIBED BY MN DEPT OF TRANSP 2007 (FAP)
 DK6809'0.2 MI (0.3 KM) NORTH-NORTHEAST OF HOKAH, 0.2 MI (0.3 KM)
 DK6809'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6809'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6809'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28012 (TRUNK HIGHWAY 16 OVER
 DK6809'ROOT RIVER), AT STATION 172+30, 47.0 FT (14.3 M) EAST OF TRUNK HIGHWAY
 DK6809'16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6808 ***********************************************************************
 DK6808  DESIGNATION -  2801 AD
 DK6808  PID         -  DK6808
 DK6808  STATE/COUNTY-  MN/HOUSTON
 DK6808  COUNTRY     -  US
 DK6808  USGS QUAD   -  LA CRESCENT (1991)
 DK6808
 DK6808                         *CURRENT SURVEY CONTROL
 DK6808  ______________________________________________________________________
 DK6808* NAD 83(1986) POSITION- 43 45 58.8    (N) 091 20 40.9    (W)   HD_HELD2  
 DK6808* NAVD 88 ORTHO HEIGHT -   201.833  (meters)     662.18  (feet) ADJUSTED  
 DK6808  ______________________________________________________________________
 DK6808  GEOID HEIGHT    -        -31.36  (meters)                     GEOID09
 DK6808  DYNAMIC HEIGHT  -        201.798 (meters)      662.07  (feet) COMP
 DK6808  MODELED GRAVITY -    980,439.5   (mgal)                       NAVD 88
 DK6808
 DK6808  VERT ORDER      -  SECOND    CLASS I
 DK6808
 DK6808.The horizontal coordinates were established by autonomous hand held GPS
 DK6808.observations and have an estimated accuracy of +/- 10 meters.
 DK6808.
 DK6808.The orthometric height was determined by differential leveling and
 DK6808.adjusted in December 2008.
 DK6808
 DK6808.The dynamic height is computed by dividing the NAVD 88
 DK6808.geopotential number by the normal gravity value computed on the
 DK6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6808.degrees latitude (g = 980.6199 gals.).
 DK6808
 DK6808.The modeled gravity was interpolated from observed gravity values.
 DK6808
 DK6808;                    North         East    Units  Estimated Accuracy
 DK6808;SPC MN S     -   188,622.    1,013,769.      MT  (+/- 10 meters HH2 GPS)
 DK6808
 DK6808                          SUPERSEDED SURVEY CONTROL
 DK6808
 DK6808.No superseded survey control is available for this station.
 DK6808
 DK6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3323347251(NAD 83)
 DK6808
 DK6808_MARKER: DD = SURVEY DISK
 DK6808_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6808_SP_SET: BRIDGE RAILING
 DK6808_STAMPING: 2801 AD
 DK6808_MARK LOGO: MNDT  
 DK6808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6808+STABILITY: SURFACE MOTION
 DK6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6808+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6808
 DK6808  HISTORY     - Date     Condition        Report By
 DK6808  HISTORY     - 2002     MONUMENTED       MNDT
 DK6808  HISTORY     - 20070109 GOOD             MNDT
 DK6808
 DK6808                          STATION DESCRIPTION
 DK6808
 DK6808'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6808'0.25 MI (0.4 KM) NORTH-NORTHEAST OF HOKAH, 0.25 MI (0.4 KM)
 DK6808'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6808'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6808'THE NORTHEAST CORNER OF BRIDGE NUMBER 28012 (TRUNK HIGHWAY 16 OVER
 DK6808'ROOT RIVER), AT STATION 1275+88, 47.0 FT (14.3 M) EAST OF TRUNK
 DK6808'HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6807 ***********************************************************************
 DK6807  DESIGNATION -  2801 AE
 DK6807  PID         -  DK6807
 DK6807  STATE/COUNTY-  MN/HOUSTON
 DK6807  COUNTRY     -  US
 DK6807  USGS QUAD   -  LA CRESCENT (1991)
 DK6807
 DK6807                         *CURRENT SURVEY CONTROL
 DK6807  ______________________________________________________________________
 DK6807* NAD 83(1986) POSITION- 43 46 18.7    (N) 091 20 31.9    (W)   HD_HELD2  
 DK6807* NAVD 88 ORTHO HEIGHT -   199.512  (meters)     654.57  (feet) ADJUSTED  
 DK6807  ______________________________________________________________________
 DK6807  GEOID HEIGHT    -        -31.37  (meters)                     GEOID09
 DK6807  DYNAMIC HEIGHT  -        199.477 (meters)      654.45  (feet) COMP
 DK6807  MODELED GRAVITY -    980,440.3   (mgal)                       NAVD 88
 DK6807
 DK6807  VERT ORDER      -  SECOND    CLASS I
 DK6807
 DK6807.The horizontal coordinates were established by autonomous hand held GPS
 DK6807.observations and have an estimated accuracy of +/- 10 meters.
 DK6807.
 DK6807.The orthometric height was determined by differential leveling and
 DK6807.adjusted in December 2008.
 DK6807
 DK6807.The dynamic height is computed by dividing the NAVD 88
 DK6807.geopotential number by the normal gravity value computed on the
 DK6807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6807.degrees latitude (g = 980.6199 gals.).
 DK6807
 DK6807.The modeled gravity was interpolated from observed gravity values.
 DK6807
 DK6807;                    North         East    Units  Estimated Accuracy
 DK6807;SPC MN S     -   189,243.    1,013,950.      MT  (+/- 10 meters HH2 GPS)
 DK6807
 DK6807                          SUPERSEDED SURVEY CONTROL
 DK6807
 DK6807.No superseded survey control is available for this station.
 DK6807
 DK6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3342247869(NAD 83)
 DK6807
 DK6807_MARKER: DD = SURVEY DISK
 DK6807_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6807_SP_SET: BRIDGE RAILING
 DK6807_STAMPING: 2801 AE
 DK6807_MARK LOGO: MNDT  
 DK6807_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6807+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6807
 DK6807  HISTORY     - Date     Condition        Report By
 DK6807  HISTORY     - 2002     MONUMENTED       MNDT
 DK6807  HISTORY     - 20070109 GOOD             MNDT
 DK6807
 DK6807                          STATION DESCRIPTION
 DK6807
 DK6807'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6807'0.7 MI (1.1 KM) NORTH-NORTHEAST OF HOKAH, 0.7 MI (1.1 KM)
 DK6807'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6807'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6807'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28014 (TRUNK HIGHWAY 16 OVER
 DK6807'ROOT RIVER OVERFLOW), AT STATION 197+29.0, 25.0 FT (7.6 M) EAST OF
 DK6807'TRUNK HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6806 ***********************************************************************
 DK6806  DESIGNATION -  2801 AF
 DK6806  PID         -  DK6806
 DK6806  STATE/COUNTY-  MN/HOUSTON
 DK6806  COUNTRY     -  US
 DK6806  USGS QUAD   -  LA CRESCENT (1991)
 DK6806
 DK6806                         *CURRENT SURVEY CONTROL
 DK6806  ______________________________________________________________________
 DK6806* NAD 83(1986) POSITION- 43 46 29.7    (N) 091 20 25.4    (W)   HD_HELD2  
 DK6806* NAVD 88 ORTHO HEIGHT -   200.706  (meters)     658.48  (feet) ADJUSTED  
 DK6806  ______________________________________________________________________
 DK6806  GEOID HEIGHT    -        -31.38  (meters)                     GEOID09
 DK6806  DYNAMIC HEIGHT  -        200.671 (meters)      658.37  (feet) COMP
 DK6806  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 DK6806
 DK6806  VERT ORDER      -  SECOND    CLASS I
 DK6806
 DK6806.The horizontal coordinates were established by autonomous hand held GPS
 DK6806.observations and have an estimated accuracy of +/- 10 meters.
 DK6806.
 DK6806.The orthometric height was determined by differential leveling and
 DK6806.adjusted in December 2008.
 DK6806
 DK6806.The dynamic height is computed by dividing the NAVD 88
 DK6806.geopotential number by the normal gravity value computed on the
 DK6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6806.degrees latitude (g = 980.6199 gals.).
 DK6806
 DK6806.The modeled gravity was interpolated from observed gravity values.
 DK6806
 DK6806;                    North         East    Units  Estimated Accuracy
 DK6806;SPC MN S     -   189,587.    1,014,085.      MT  (+/- 10 meters HH2 GPS)
 DK6806
 DK6806                          SUPERSEDED SURVEY CONTROL
 DK6806
 DK6806.No superseded survey control is available for this station.
 DK6806
 DK6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3356048212(NAD 83)
 DK6806
 DK6806_MARKER: DD = SURVEY DISK
 DK6806_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6806_SP_SET: BRIDGE RAILING
 DK6806_STAMPING: 2801 AF
 DK6806_MARK LOGO: MNDT  
 DK6806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6806_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6806+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6806
 DK6806  HISTORY     - Date     Condition        Report By
 DK6806  HISTORY     - 2002     MONUMENTED       MNDT
 DK6806  HISTORY     - 20070109 GOOD             MNDT
 DK6806
 DK6806                          STATION DESCRIPTION
 DK6806
 DK6806'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6806'1 MI (1.6 KM) NORTH-NORTHEAST OF HOKAH, 0.9 MI (1.4 KM)
 DK6806'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6806'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6806'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28015 (TRUNK HIGHWAY 16 OVER
 DK6806'ROOT RIVER), AT STATION 1309+41.7, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6806'HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6805 ***********************************************************************
 DK6805  DESIGNATION -  2801 AG
 DK6805  PID         -  DK6805
 DK6805  STATE/COUNTY-  MN/HOUSTON
 DK6805  COUNTRY     -  US
 DK6805  USGS QUAD   -  LA CRESCENT (1991)
 DK6805
 DK6805                         *CURRENT SURVEY CONTROL
 DK6805  ______________________________________________________________________
 DK6805* NAD 83(1986) POSITION- 43 46 33.3    (N) 091 20 23.1    (W)   HD_HELD2  
 DK6805* NAVD 88 ORTHO HEIGHT -   200.575  (meters)     658.05  (feet) ADJUSTED  
 DK6805  ______________________________________________________________________
 DK6805  GEOID HEIGHT    -        -31.39  (meters)                     GEOID09
 DK6805  DYNAMIC HEIGHT  -        200.540 (meters)      657.94  (feet) COMP
 DK6805  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 DK6805
 DK6805  VERT ORDER      -  SECOND    CLASS I
 DK6805
 DK6805.The horizontal coordinates were established by autonomous hand held GPS
 DK6805.observations and have an estimated accuracy of +/- 10 meters.
 DK6805.
 DK6805.The orthometric height was determined by differential leveling and
 DK6805.adjusted in December 2008.
 DK6805
 DK6805.The dynamic height is computed by dividing the NAVD 88
 DK6805.geopotential number by the normal gravity value computed on the
 DK6805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6805.degrees latitude (g = 980.6199 gals.).
 DK6805
 DK6805.The modeled gravity was interpolated from observed gravity values.
 DK6805
 DK6805;                    North         East    Units  Estimated Accuracy
 DK6805;SPC MN S     -   189,699.    1,014,132.      MT  (+/- 10 meters HH2 GPS)
 DK6805
 DK6805                          SUPERSEDED SURVEY CONTROL
 DK6805
 DK6805.No superseded survey control is available for this station.
 DK6805
 DK6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3360948324(NAD 83)
 DK6805
 DK6805_MARKER: DD = SURVEY DISK
 DK6805_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6805_SP_SET: BRIDGE RAILING
 DK6805_STAMPING: 2801 AG
 DK6805_MARK LOGO: MNDT  
 DK6805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6805+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6805
 DK6805  HISTORY     - Date     Condition        Report By
 DK6805  HISTORY     - 2002     MONUMENTED       MNDT
 DK6805  HISTORY     - 20070109 GOOD             MNDT
 DK6805
 DK6805                          STATION DESCRIPTION
 DK6805
 DK6805'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6805'1 MI (1.6 KM) NORTH-NORTHEAST OF HOKAH, 1.0 MI (1.6 KM)
 DK6805'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6805'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6805'THE NORTHEAST CORNER OF BRIDGE NUMBER 28015 (TRUNK HIGHWAY 16 OVER
 DK6805'ROOT RIVER), AT STATION 1313+40.3, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6805'HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6804 ***********************************************************************
 DK6804  DESIGNATION -  2801 AH
 DK6804  PID         -  DK6804
 DK6804  STATE/COUNTY-  MN/HOUSTON
 DK6804  COUNTRY     -  US
 DK6804  USGS QUAD   -  LA CRESCENT (1991)
 DK6804
 DK6804                         *CURRENT SURVEY CONTROL
 DK6804  ______________________________________________________________________
 DK6804* NAD 83(1986) POSITION- 43 46 47.7    (N) 091 20 14.8    (W)   HD_HELD2  
 DK6804* NAVD 88 ORTHO HEIGHT -   199.290  (meters)     653.84  (feet) ADJUSTED  
 DK6804  ______________________________________________________________________
 DK6804  GEOID HEIGHT    -        -31.40  (meters)                     GEOID09
 DK6804  DYNAMIC HEIGHT  -        199.255 (meters)      653.72  (feet) COMP
 DK6804  MODELED GRAVITY -    980,441.1   (mgal)                       NAVD 88
 DK6804
 DK6804  VERT ORDER      -  SECOND    CLASS I
 DK6804
 DK6804.The horizontal coordinates were established by autonomous hand held GPS
 DK6804.observations and have an estimated accuracy of +/- 10 meters.
 DK6804.
 DK6804.The orthometric height was determined by differential leveling and
 DK6804.adjusted in December 2008.
 DK6804
 DK6804.The dynamic height is computed by dividing the NAVD 88
 DK6804.geopotential number by the normal gravity value computed on the
 DK6804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6804.degrees latitude (g = 980.6199 gals.).
 DK6804
 DK6804.The modeled gravity was interpolated from observed gravity values.
 DK6804
 DK6804;                    North         East    Units  Estimated Accuracy
 DK6804;SPC MN S     -   190,150.    1,014,304.      MT  (+/- 10 meters HH2 GPS)
 DK6804
 DK6804                          SUPERSEDED SURVEY CONTROL
 DK6804
 DK6804.No superseded survey control is available for this station.
 DK6804
 DK6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3378648772(NAD 83)
 DK6804
 DK6804_MARKER: DD = SURVEY DISK
 DK6804_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6804_SP_SET: BRIDGE RAILING
 DK6804_STAMPING: 2801 AH
 DK6804_MARK LOGO: MNDT  
 DK6804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6804+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6804
 DK6804  HISTORY     - Date     Condition        Report By
 DK6804  HISTORY     - 2002     MONUMENTED       MNDT
 DK6804  HISTORY     - 20070109 GOOD             MNDT
 DK6804
 DK6804                          STATION DESCRIPTION
 DK6804
 DK6804'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6804'1.5 MI (2.4 KM) NORTH-NORTHEAST OF HOKAH, 1.3 MI (2.1 KM)
 DK6804'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6804'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6804'THE SOUTHEAST CORNER OF BRIDGE NUMBER 28016 (TRUNK HIGHWAY 16 OVER
 DK6804'ROOT RIVER OVERFLOW), STATION 1329+22.0, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6804'HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6803 ***********************************************************************
 DK6803  DESIGNATION -  2801 AJ
 DK6803  PID         -  DK6803
 DK6803  STATE/COUNTY-  MN/HOUSTON
 DK6803  COUNTRY     -  US
 DK6803  USGS QUAD   -  LA CRESCENT (1991)
 DK6803
 DK6803                         *CURRENT SURVEY CONTROL
 DK6803  ______________________________________________________________________
 DK6803* NAD 83(1986) POSITION- 43 46 51.6    (N) 091 20 12.1    (W)   HD_HELD2  
 DK6803* NAVD 88 ORTHO HEIGHT -   199.657  (meters)     655.04  (feet) ADJUSTED  
 DK6803  ______________________________________________________________________
 DK6803  GEOID HEIGHT    -        -31.41  (meters)                     GEOID09
 DK6803  DYNAMIC HEIGHT  -        199.623 (meters)      654.93  (feet) COMP
 DK6803  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DK6803
 DK6803  VERT ORDER      -  SECOND    CLASS I
 DK6803
 DK6803.The horizontal coordinates were established by autonomous hand held GPS
 DK6803.observations and have an estimated accuracy of +/- 10 meters.
 DK6803.
 DK6803.The orthometric height was determined by differential leveling and
 DK6803.adjusted in December 2008.
 DK6803
 DK6803.The dynamic height is computed by dividing the NAVD 88
 DK6803.geopotential number by the normal gravity value computed on the
 DK6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6803.degrees latitude (g = 980.6199 gals.).
 DK6803
 DK6803.The modeled gravity was interpolated from observed gravity values.
 DK6803
 DK6803;                    North         East    Units  Estimated Accuracy
 DK6803;SPC MN S     -   190,272.    1,014,360.      MT  (+/- 10 meters HH2 GPS)
 DK6803
 DK6803                          SUPERSEDED SURVEY CONTROL
 DK6803
 DK6803.No superseded survey control is available for this station.
 DK6803
 DK6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3384448893(NAD 83)
 DK6803
 DK6803_MARKER: DD = SURVEY DISK
 DK6803_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6803_SP_SET: BRIDGE RAILING
 DK6803_STAMPING: 2801 AJ
 DK6803_MARK LOGO: MNDT  
 DK6803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6803+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6803
 DK6803  HISTORY     - Date     Condition        Report By
 DK6803  HISTORY     - 2002     MONUMENTED       MNDT
 DK6803  HISTORY     - 20070109 GOOD             MNDT
 DK6803
 DK6803                          STATION DESCRIPTION
 DK6803
 DK6803'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6803'1.5 MI (2.4 KM) NORTH-NORTHEAST OF HOKAH, 1.4 MI (2.3 KM)
 DK6803'NORTH-NORTHEAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK
 DK6803'HIGHWAY 16 AND TRUNK HIGHWAY 44 IN HOKAH, IN THE TOP OF BRIDGE RAIL AT
 DK6803'THE NORTHEAST CORNER OF BRIDGE NUMBER 28016 (TRUNK HIGHWAY 16 OVER
 DK6803'ROOT RIVER OVERFLOW), STATION 1333+47.3, 25.0 FT (7.6 M) EAST OF TRUNK
 DK6803'HIGHWAY 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6802 ***********************************************************************
 DK6802  DESIGNATION -  2801 AL
 DK6802  PID         -  DK6802
 DK6802  STATE/COUNTY-  MN/HOUSTON
 DK6802  COUNTRY     -  US
 DK6802  USGS QUAD   -  LA CRESCENT (1991)
 DK6802
 DK6802                         *CURRENT SURVEY CONTROL
 DK6802  ______________________________________________________________________
 DK6802* NAD 83(2007) POSITION- 43 47 19.92449(N) 091 19 06.70422(W)   ADJUSTED  
 DK6802* NAD 83(2007) ELLIP HT-   166.274 (meters)        (09/09/09)   ADJUSTED
 DK6802* NAD 83(2007) EPOCH   -  2002.00
 DK6802* NAVD 88 ORTHO HEIGHT -   197.738  (meters)     648.75  (feet) ADJUSTED  
 DK6802  ______________________________________________________________________
 DK6802  NAD 83(2007) X  -   -106,121.879 (meters)                     COMP
 DK6802  NAD 83(2007) Y  - -4,610,640.070 (meters)                     COMP
 DK6802  NAD 83(2007) Z  -  4,391,301.750 (meters)                     COMP
 DK6802  LAPLACE CORR    -         -8.71  (seconds)                    DEFLEC09
 DK6802  GEOID HEIGHT    -        -31.48  (meters)                     GEOID09
 DK6802  DYNAMIC HEIGHT  -        197.703 (meters)      648.63  (feet) COMP
 DK6802  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 DK6802
 DK6802  HORZ ORDER      -  FIRST
 DK6802  VERT ORDER      -  SECOND    CLASS I
 DK6802  ELLP ORDER      -  FOURTH    CLASS I
 DK6802
 DK6802.The horizontal coordinates were established by GPS observations
 DK6802.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6802
 DK6802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6802.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6802
 DK6802.The horizontal coordinates are valid at the epoch date displayed above
 DK6802.which is a decimal equivalence of Year/Month/Day.
 DK6802
 DK6802.The orthometric height was determined by differential leveling and
 DK6802.adjusted in December 2008.
 DK6802
 DK6802.Photographs are available for this station.
 DK6802
 DK6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6802
 DK6802.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6802
 DK6802.The ellipsoidal height was determined by GPS observations
 DK6802.and is referenced to NAD 83.
 DK6802
 DK6802.The dynamic height is computed by dividing the NAVD 88
 DK6802.geopotential number by the normal gravity value computed on the
 DK6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6802.degrees latitude (g = 980.6199 gals.).
 DK6802
 DK6802.The modeled gravity was interpolated from observed gravity values.
 DK6802
 DK6802. The following values were computed from the NAD 83(2007) position.
 DK6802
 DK6802;                    North         East     Units Scale Factor Converg.
 DK6802;SPC MN S     -   191,193.335 1,015,792.821   MT  0.99999881   +1 52 46.3
 DK6802;SPC MN S     -   627,273.47  3,332,646.95   sFT  0.99999881   +1 52 46.3
 DK6802;UTM  15      - 4,849,797.245   635,288.436   MT  0.99982512   +1 09 49.5
 DK6802
 DK6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6802!SPC MN S     -   0.99997393  x   0.99999881  =   0.99997274
 DK6802!UTM  15      -   0.99997393  x   0.99982512  =   0.99979905
 DK6802
 DK6802                          SUPERSEDED SURVEY CONTROL
 DK6802
 DK6802  NAVD 88 (09/09/09)  197.74   (m)          648.8    (f) LEVELING    3  
 DK6802
 DK6802.Superseded values are not recommended for survey control.
 DK6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6802.See file dsdata.txt to determine how the superseded data were derived.
 DK6802
 DK6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3528849797(NAD 83)
 DK6802
 DK6802_MARKER: DD = SURVEY DISK
 DK6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6802_STAMPING: 2801 AL 2006
 DK6802_MARK LOGO: MNDT  
 DK6802_PROJECTION: RECESSED 5 CENTIMETERS
 DK6802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6802+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 DK6802_ROD/PIPE-DEPTH: 10.7 meters
 DK6802
 DK6802  HISTORY     - Date     Condition        Report By
 DK6802  HISTORY     - 2006     MONUMENTED       MNDT
 DK6802  HISTORY     - 20061121 GOOD             MNDT
 DK6802
 DK6802                          STATION DESCRIPTION
 DK6802
 DK6802'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6802'2.5 MI (4.0 KM) SOUTH OF LA CRESCENT.  3.2 MI (5.1 KM) SOUTH AND WEST
 DK6802'ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 14/61 AND
 DK6802'TRUNK HIGHWAY 16 IN LA CRESCENT.  AT TRUNK HIGHWAY 16 MILE POINT
 DK6802'285.2, 36.4 FT (11.1 M) SOUTH SOUTH EAST OF TRUNK HIGHWAY 16, 8.2 FT
 DK6802'(2.5 M) SOUTH OF GUARD RAIL, 47 FT (14.3 M) SOUTH WEST OF BOX CULVERT.
 DK6802'6.8 FT (2.1 M) SOUTH OF A WITNESS POST.
 DK6802
 DK6802                          STATION RECOVERY (2006)
 DK6802
 DK6802'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 DK6802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6802'THE MARK IS 2.5 MILES SOUTH OF LA CRESCENT, 3.2 MILES SOUTH AND WEST
 DK6802'ON TRUNK HIGHWAY 16 FROM JUNCTION OF TRUNK HIGHWAY 14/61 AND TRUNK
 DK6802'HIGHWAY 16 IN LA CRESCENT, AT TRUNK HIGHWAY 16 MILEPOINT 285.2, 36.4
 DK6802'FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 16, 8.2 FEET SOUTH OF GUARD
 DK6802'RAIL, 47 FEET SOUTHWEST OF BOX CULVERT, 6.8 FEET SOUTH OF WITNESS
 DK6802'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6799 ***********************************************************************
 DK6799  DESIGNATION -  2801 AM
 DK6799  PID         -  DK6799
 DK6799  STATE/COUNTY-  MN/HOUSTON
 DK6799  COUNTRY     -  US
 DK6799  USGS QUAD   -  LA CRESCENT (1991)
 DK6799
 DK6799                         *CURRENT SURVEY CONTROL
 DK6799  ______________________________________________________________________
 DK6799* NAD 83(2007) POSITION- 43 49 28.53873(N) 091 18 08.93743(W)   ADJUSTED  
 DK6799* NAD 83(2007) ELLIP HT-   166.107 (meters)        (09/09/09)   ADJUSTED
 DK6799* NAD 83(2007) EPOCH   -  2002.00
 DK6799* NAVD 88 ORTHO HEIGHT -   197.647  (meters)     648.45  (feet) ADJUSTED  
 DK6799  ______________________________________________________________________
 DK6799  NAD 83(2007) X  -   -104,768.150 (meters)                     COMP
 DK6799  NAD 83(2007) Y  - -4,607,922.342 (meters)                     COMP
 DK6799  NAD 83(2007) Z  -  4,394,166.400 (meters)                     COMP
 DK6799  LAPLACE CORR    -         -8.30  (seconds)                    DEFLEC09
 DK6799  GEOID HEIGHT    -        -31.57  (meters)                     GEOID09
 DK6799  DYNAMIC HEIGHT  -        197.613 (meters)      648.34  (feet) COMP
 DK6799  MODELED GRAVITY -    980,441.6   (mgal)                       NAVD 88
 DK6799
 DK6799  HORZ ORDER      -  FIRST
 DK6799  VERT ORDER      -  SECOND    CLASS I
 DK6799  ELLP ORDER      -  FOURTH    CLASS I
 DK6799
 DK6799.The horizontal coordinates were established by GPS observations
 DK6799.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6799
 DK6799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6799.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6799
 DK6799.The horizontal coordinates are valid at the epoch date displayed above
 DK6799.which is a decimal equivalence of Year/Month/Day.
 DK6799
 DK6799.The orthometric height was determined by differential leveling and
 DK6799.adjusted in December 2008.
 DK6799
 DK6799.Photographs are available for this station.
 DK6799
 DK6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6799
 DK6799.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6799
 DK6799.The ellipsoidal height was determined by GPS observations
 DK6799.and is referenced to NAD 83.
 DK6799
 DK6799.The dynamic height is computed by dividing the NAVD 88
 DK6799.geopotential number by the normal gravity value computed on the
 DK6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6799.degrees latitude (g = 980.6199 gals.).
 DK6799
 DK6799.The modeled gravity was interpolated from observed gravity values.
 DK6799
 DK6799. The following values were computed from the NAD 83(2007) position.
 DK6799
 DK6799;                    North         East     Units Scale Factor Converg.
 DK6799;SPC MN S     -   195,203.122 1,016,952.722   MT  0.99999131   +1 53 26.8
 DK6799;SPC MN S     -   640,428.91  3,336,452.39   sFT  0.99999131   +1 53 26.8
 DK6799;UTM  15      - 4,853,791.566   636,498.112   MT  0.99982917   +1 10 32.3
 DK6799
 DK6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6799!SPC MN S     -   0.99997395  x   0.99999131  =   0.99996526
 DK6799!UTM  15      -   0.99997395  x   0.99982917  =   0.99980313
 DK6799
 DK6799                          SUPERSEDED SURVEY CONTROL
 DK6799
 DK6799  NAVD 88 (09/09/09)  197.65   (m)          648.5    (f) LEVELING    3  
 DK6799
 DK6799.Superseded values are not recommended for survey control.
 DK6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6799.See file dsdata.txt to determine how the superseded data were derived.
 DK6799
 DK6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3649853791(NAD 83)
 DK6799
 DK6799_MARKER: DD = SURVEY DISK
 DK6799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6799_STAMPING: 2801 AM 2006
 DK6799_MARK LOGO: MNDT  
 DK6799_PROJECTION: FLUSH
 DK6799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6799+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2006
 DK6799_ROD/PIPE-DEPTH: 13.7 meters
 DK6799
 DK6799  HISTORY     - Date     Condition        Report By
 DK6799  HISTORY     - 2006     MONUMENTED       MNDT
 DK6799  HISTORY     - 20060307 GOOD             MNDT
 DK6799
 DK6799                          STATION DESCRIPTION
 DK6799
 DK6799'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6799'IN LA CRESCENT, 0.25 MI (0.4 KM) NORTH ALONG TRUNK HIGHWAY 16 FROM THE
 DK6799'JUNCTION OF TRUNK HIGHWAY 14/61 EAST AND TRUNK HIGHWAY 16 IN LA
 DK6799'CRESCENT, TO TRUNK HIGHWAY 14/61 MILE POINT 1.8, THENCE 0.25 MI (0.4
 DK6799'KM) SOUTH EAST ON SOUTH CHESTNUT STREET, AT MNDOT TRUCK STATION
 DK6799'ENTRANCE.  35.8 FT (10.9 M) NORTH NORTH EAST OF MNDOT ENTRANCE.  46.3
 DK6799'FT (14.1 M) EAST SOUTH EAST OF RAIL LINES.  28.7 FT (8.7 M) EAST OF
 DK6799'GAS LINE MARKER.  2.8 FT (0.9 M) WEST OF A WITNESS POST.
 DK6799
 DK6799                          STATION RECOVERY (2006)
 DK6799
 DK6799'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DK6799'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6799'THE MARK IS IN LA CRESCENT, 0.25 MILE NORTH ALONG TRUNK HIGHWAY 61
 DK6799'FROM THE JUNCTION OF TRUNK HIGHWAY 14 EAST AND TRUNK HIGHWAY 16 IN LA
 DK6799'CRESCENT TO TRUNK HIGHWAY 61 MILEPOINT 1.8, THEN 0.25 MILE SOUTHEAST
 DK6799'ON SOUTH CHESTNUT STREET, AT MINNESOTA DEPARTMENT OF TRANSPORTATION
 DK6799'TRUCK STATION ENTRANCE, 35.8 FEET NORTH-NORTHEAST OF ENTRANCE, 46.3
 DK6799'FEET EAST OF RAIL, 28.7 FEET EAST OF GAS LINE MARKER, 2.8 FEET WEST OF
 DK6799'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1280 ***********************************************************************
 ON1280  DESIGNATION -  2801 L
 ON1280  PID         -  ON1280
 ON1280  STATE/COUNTY-  MN/HOUSTON
 ON1280  COUNTRY     -  US
 ON1280  USGS QUAD   -  RUSHFORD EAST (1980)
 ON1280
 ON1280                         *CURRENT SURVEY CONTROL
 ON1280  ______________________________________________________________________
 ON1280* NAD 83(1986) POSITION- 43 45 50.     (N) 091 38 50.     (W)   SCALED    
 ON1280* NAVD 88 ORTHO HEIGHT -   219.893  (meters)     721.43  (feet) ADJUSTED  
 ON1280  ______________________________________________________________________
 ON1280  GEOID HEIGHT    -        -30.53  (meters)                     GEOID09
 ON1280  DYNAMIC HEIGHT  -        219.856 (meters)      721.31  (feet) COMP
 ON1280  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 ON1280
 ON1280  VERT ORDER      -  FIRST     CLASS II
 ON1280
 ON1280.The horizontal coordinates were scaled from a topographic map and have
 ON1280.an estimated accuracy of +/- 6 seconds.
 ON1280.
 ON1280.The orthometric height was determined by differential leveling and
 ON1280.adjusted in June 1991.
 ON1280
 ON1280.Photographs are available for this station.
 ON1280
 ON1280.The dynamic height is computed by dividing the NAVD 88
 ON1280.geopotential number by the normal gravity value computed on the
 ON1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1280.degrees latitude (g = 980.6199 gals.).
 ON1280
 ON1280.The modeled gravity was interpolated from observed gravity values.
 ON1280
 ON1280;                    North         East    Units  Estimated Accuracy
 ON1280;SPC MN S     -   187,610.      989,430.      MT  (+/- 180 meters Scaled)
 ON1280
 ON1280                          SUPERSEDED SURVEY CONTROL
 ON1280
 ON1280.No superseded survey control is available for this station.
 ON1280
 ON1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ088465(NAD 83)
 ON1280
 ON1280_MARKER: DB = BENCH MARK DISK
 ON1280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ON1280_SP_SET: HEADWALL
 ON1280_STAMPING: 2801 L 1956 721.863
 ON1280_MARK LOGO: MNHD  
 ON1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 ON1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON1280+STABILITY: SURFACE MOTION
 ON1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1280+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1990
 ON1280
 ON1280  HISTORY     - Date     Condition        Report By
 ON1280  HISTORY     - 1956     MONUMENTED       MNHD
 ON1280  HISTORY     - 19900810 GOOD             NGS
 ON1280
 ON1280                          STATION DESCRIPTION
 ON1280
 ON1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1280'10.7 KM (6.6 MI) EASTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON1280'STATE HIGHWAY 43 IN RUSHFORD, IN TOP OF AND 0.1 M (0.3 FT) WEST OF
 ON1280'THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 48.0 M
 ON1280'(157.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, 11.9 M (39.0 FT)
 ON1280'SOUTH-SOUTHEAST OF THE HIGHWAY CENTERLINE, 4.6 M (15.1 FT)
 ON1280'SOUTH-SOUTHEAST OF A GUARDRAIL, AND 2.0 M (6.6 FT) BELOW THE LEVEL OF
 ON1280'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6810 ***********************************************************************
 DK6810  DESIGNATION -  2801 SS
 DK6810  PID         -  DK6810
 DK6810  STATE/COUNTY-  MN/HOUSTON
 DK6810  COUNTRY     -  US
 DK6810  USGS QUAD   -  LA CRESCENT (1991)
 DK6810
 DK6810                         *CURRENT SURVEY CONTROL
 DK6810  ______________________________________________________________________
 DK6810* NAD 83(1986) POSITION- 43 45 43.     (N) 091 21 25.     (W)   SCALED    
 DK6810* NAVD 88 ORTHO HEIGHT -   221.332  (meters)     726.15  (feet) ADJUSTED  
 DK6810  ______________________________________________________________________
 DK6810  GEOID HEIGHT    -        -31.31  (meters)                     GEOID09
 DK6810  DYNAMIC HEIGHT  -        221.293 (meters)      726.03  (feet) COMP
 DK6810  MODELED GRAVITY -    980,439.6   (mgal)                       NAVD 88
 DK6810
 DK6810  VERT ORDER      -  SECOND    CLASS I
 DK6810
 DK6810.The horizontal coordinates were scaled from a topographic map and have
 DK6810.an estimated accuracy of +/- 6 seconds.
 DK6810.
 DK6810.The orthometric height was determined by differential leveling and
 DK6810.adjusted in December 2008.
 DK6810
 DK6810.The dynamic height is computed by dividing the NAVD 88
 DK6810.geopotential number by the normal gravity value computed on the
 DK6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6810.degrees latitude (g = 980.6199 gals.).
 DK6810
 DK6810.The modeled gravity was interpolated from observed gravity values.
 DK6810
 DK6810;                    North         East    Units  Estimated Accuracy
 DK6810;SPC MN S     -   188,100.    1,012,800.      MT  (+/- 180 meters Scaled)
 DK6810
 DK6810                          SUPERSEDED SURVEY CONTROL
 DK6810
 DK6810.No superseded survey control is available for this station.
 DK6810
 DK6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ322467(NAD 83)
 DK6810
 DK6810_MARKER: DD = SURVEY DISK
 DK6810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6810_STAMPING: 2801-SS 1985
 DK6810_MARK LOGO: MNHD  
 DK6810_PROJECTION: FLUSH
 DK6810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6810+STABILITY: SURFACE MOTION
 DK6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6810+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 DK6810
 DK6810  HISTORY     - Date     Condition        Report By
 DK6810  HISTORY     - 1965     MONUMENTED       MNHD
 DK6810  HISTORY     - 20011108 GOOD             MNDT
 DK6810
 DK6810                          STATION DESCRIPTION
 DK6810
 DK6810'DESCRIBED BY MN DEPT OF TRANSP 2001 (DRB)
 DK6810'AT HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 281.95, 0.6 MI (1.0 KM) WEST
 DK6810'OF THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 44 EAST OF
 DK6810'HOKAH, 600 FT (182.9 M) EAST OF COUNTY HIGHWAY SHOP BUILDING, 54 FT
 DK6810'(16.5 M) NORTH OF TRUNK HIGHWAY 16, 31 FT (9.4 M) NORTH OF GUARDRAIL,
 DK6810'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6906 ***********************************************************************
 DK6906  DESIGNATION -  2801 TT
 DK6906  PID         -  DK6906
 DK6906  STATE/COUNTY-  MN/HOUSTON
 DK6906  COUNTRY     -  US
 DK6906  USGS QUAD   -  LA CRESCENT (1991)
 DK6906
 DK6906                         *CURRENT SURVEY CONTROL
 DK6906  ______________________________________________________________________
 DK6906* NAD 83(2007) POSITION- 43 45 41.05993(N) 091 21 03.53570(W)   ADJUSTED  
 DK6906* NAD 83(2007) ELLIP HT-   166.478 (meters)        (09/09/09)   ADJUSTED
 DK6906* NAD 83(2007) EPOCH   -  2002.00
 DK6906* NAVD 88 ORTHO HEIGHT -   197.788  (meters)     648.91  (feet) ADJUSTED  
 DK6906  ______________________________________________________________________
 DK6906  NAD 83(2007) X  -   -108,783.173 (meters)                     COMP
 DK6906  NAD 83(2007) Y  - -4,612,689.808 (meters)                     COMP
 DK6906  NAD 83(2007) Z  -  4,389,098.621 (meters)                     COMP
 DK6906  LAPLACE CORR    -         -8.56  (seconds)                    DEFLEC09
 DK6906  GEOID HEIGHT    -        -31.33  (meters)                     GEOID09
 DK6906  DYNAMIC HEIGHT  -        197.753 (meters)      648.79  (feet) COMP
 DK6906  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DK6906
 DK6906  HORZ ORDER      -  FIRST
 DK6906  VERT ORDER      -  SECOND    CLASS I
 DK6906  ELLP ORDER      -  FOURTH    CLASS I
 DK6906
 DK6906.The horizontal coordinates were established by GPS observations
 DK6906.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6906
 DK6906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6906.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6906
 DK6906.The horizontal coordinates are valid at the epoch date displayed above
 DK6906.which is a decimal equivalence of Year/Month/Day.
 DK6906
 DK6906.The orthometric height was determined by differential leveling and
 DK6906.adjusted in December 2008.
 DK6906
 DK6906.Photographs are available for this station.
 DK6906
 DK6906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6906
 DK6906.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6906
 DK6906.The ellipsoidal height was determined by GPS observations
 DK6906.and is referenced to NAD 83.
 DK6906
 DK6906.The dynamic height is computed by dividing the NAVD 88
 DK6906.geopotential number by the normal gravity value computed on the
 DK6906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6906.degrees latitude (g = 980.6199 gals.).
 DK6906
 DK6906.The modeled gravity was interpolated from observed gravity values.
 DK6906
 DK6906. The following values were computed from the NAD 83(2007) position.
 DK6906
 DK6906;                    North         East     Units Scale Factor Converg.
 DK6906;SPC MN S     -   188,058.490 1,013,280.919   MT  1.00000482   +1 51 24.4
 DK6906;SPC MN S     -   616,988.56  3,324,405.82   sFT  1.00000482   +1 51 24.4
 DK6906;UTM  15      - 4,846,694.592   632,738.022   MT  0.99981672   +1 08 26.6
 DK6906
 DK6906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6906!SPC MN S     -   0.99997390  x   1.00000482  =   0.99997872
 DK6906!UTM  15      -   0.99997390  x   0.99981672  =   0.99979062
 DK6906
 DK6906                          SUPERSEDED SURVEY CONTROL
 DK6906
 DK6906  NAVD 88 (09/09/09)  197.79   (m)          648.9    (f) LEVELING    3  
 DK6906
 DK6906.Superseded values are not recommended for survey control.
 DK6906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6906.See file dsdata.txt to determine how the superseded data were derived.
 DK6906
 DK6906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3273846694(NAD 83)
 DK6906
 DK6906_MARKER: DB = BENCH MARK DISK
 DK6906_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6906_STAMPING: 2801 TT 1985
 DK6906_MARK LOGO: MNDT  
 DK6906_PROJECTION: FLUSH
 DK6906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6906+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2008
 DK6906
 DK6906  HISTORY     - Date     Condition        Report By
 DK6906  HISTORY     - 1985     MONUMENTED       MNDT
 DK6906  HISTORY     - 20070109 GOOD             MNDT
 DK6906  HISTORY     - 20080225 GOOD             MNDT
 DK6906
 DK6906                          STATION DESCRIPTION
 DK6906
 DK6906'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6906'AT HOKAH, AT TRUNK HIGHWAY 16 MILE POINT 282.3, 0.3 MI (0.5 KM) WEST
 DK6906'OF THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16, 71 FT (21.6
 DK6906'M) NORTH OF TRUNK HIGHWAY 16, 15 FT (4.6 M) WEST OF A FIELD ENTRANCE,
 DK6906'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DK6906
 DK6906                          STATION RECOVERY (2008)
 DK6906
 DK6906'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 DK6906'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6906'THE MARK IS AT HOKAH, AT TRUNK HIGHWAY 16 MILEPOINT 282.3, 0.3 MILE
 DK6906'WEST OF JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 16, 71 FEET
 DK6906'NORTH OF TRUNK HIGHWAY 16, 15 FEET WEST OF FIELD ENTRANCE, 1.0 FOOT
 DK6906'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1295 ***********************************************************************
 ON1295  DESIGNATION -  2801 XX
 ON1295  PID         -  ON1295
 ON1295  STATE/COUNTY-  MN/HOUSTON
 ON1295  COUNTRY     -  US
 ON1295  USGS QUAD   -  LA CRESCENT (1991)
 ON1295
 ON1295                         *CURRENT SURVEY CONTROL
 ON1295  ______________________________________________________________________
 ON1295* NAD 83(1986) POSITION- 43 47 22.     (N) 091 18 55.     (W)   SCALED    
 ON1295* NAVD 88 ORTHO HEIGHT -   198.134  (meters)     650.04  (feet) ADJUSTED  
 ON1295  ______________________________________________________________________
 ON1295  GEOID HEIGHT    -        -31.49  (meters)                     GEOID09
 ON1295  DYNAMIC HEIGHT  -        198.099 (meters)      649.93  (feet) COMP
 ON1295  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 ON1295
 ON1295  VERT ORDER      -  FIRST     CLASS II
 ON1295
 ON1295.The horizontal coordinates were scaled from a topographic map and have
 ON1295.an estimated accuracy of +/- 6 seconds.
 ON1295.
 ON1295.The orthometric height was determined by differential leveling and
 ON1295.adjusted in June 1991.
 ON1295
 ON1295.The dynamic height is computed by dividing the NAVD 88
 ON1295.geopotential number by the normal gravity value computed on the
 ON1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1295.degrees latitude (g = 980.6199 gals.).
 ON1295
 ON1295.The modeled gravity was interpolated from observed gravity values.
 ON1295
 ON1295;                    North         East    Units  Estimated Accuracy
 ON1295;SPC MN S     -   191,270.    1,016,050.      MT  (+/- 180 meters Scaled)
 ON1295
 ON1295                          SUPERSEDED SURVEY CONTROL
 ON1295
 ON1295.No superseded survey control is available for this station.
 ON1295
 ON1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ355498(NAD 83)
 ON1295
 ON1295_MARKER: DV = VERTICAL CONTROL DISK
 ON1295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1295_SP_SET: ALUMINUM ALLOY ROD
 ON1295_STAMPING: 2801 XX 1985
 ON1295_MARK LOGO: MNDT  
 ON1295_PROJECTION: RECESSED 3 CENTIMETERS
 ON1295_MAGNETIC: I = MARKER IS A STEEL ROD
 ON1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1295+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1990
 ON1295_ROD/PIPE-DEPTH: 15.2 meters
 ON1295
 ON1295  HISTORY     - Date     Condition        Report By
 ON1295  HISTORY     - 1985     MONUMENTED       MNDT
 ON1295  HISTORY     - 19900806 GOOD             NGS
 ON1295
 ON1295                          STATION DESCRIPTION
 ON1295
 ON1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1295'4.2 KM (2.6 MI) NORTHEASTERLY ALONG STATE HIGHWAY 16 FROM THE
 ON1295'JUNCTION OF STATE HIGHWAY 44 IN HOKAH, 32.2 M (105.6 FT) NORTH OF THE
 ON1295'HIGHWAY CENTERLINE, 10.6 M (34.8 FT) NORTHWEST OF UTILITY POLE NUMBER
 ON1295'9110CC3, 4.5 M (14.8 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 0.4 M
 ON1295'(1.3 FT) NORTHWEST OF A FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 ON1295'HIGHWAY, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST.  NOTE--THE
 ON1295'ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 ON1295'SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON1296 ***********************************************************************
 ON1296  DESIGNATION -  2801 YY
 ON1296  PID         -  ON1296
 ON1296  STATE/COUNTY-  MN/HOUSTON
 ON1296  COUNTRY     -  US
 ON1296  USGS QUAD   -  LA CRESCENT (1991)
 ON1296
 ON1296                         *CURRENT SURVEY CONTROL
 ON1296  ______________________________________________________________________
 ON1296* NAD 83(1986) POSITION- 43 48 13.7    (N) 091 18 07.2    (W)   HD_HELD2  
 ON1296* NAVD 88 ORTHO HEIGHT -   203.986  (meters)     669.24  (feet) ADJUSTED  
 ON1296  ______________________________________________________________________
 ON1296  GEOID HEIGHT    -        -31.55  (meters)                     GEOID09
 ON1296  DYNAMIC HEIGHT  -        203.950 (meters)      669.13  (feet) COMP
 ON1296  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 ON1296
 ON1296  VERT ORDER      -  FIRST     CLASS II
 ON1296
 ON1296.The horizontal coordinates were established by autonomous hand held GPS
 ON1296.observations and have an estimated accuracy of +/- 10 meters.
 ON1296.
 ON1296.The orthometric height was determined by differential leveling and
 ON1296.adjusted in June 1991.
 ON1296
 ON1296.Photographs are available for this station.
 ON1296
 ON1296.The dynamic height is computed by dividing the NAVD 88
 ON1296.geopotential number by the normal gravity value computed on the
 ON1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON1296.degrees latitude (g = 980.6199 gals.).
 ON1296
 ON1296.The modeled gravity was interpolated from observed gravity values.
 ON1296
 ON1296;                    North         East    Units  Estimated Accuracy
 ON1296;SPC MN S     -   192,896.    1,017,068.      MT  (+/- 10 meters HH2 GPS)
 ON1296
 ON1296                          SUPERSEDED SURVEY CONTROL
 ON1296
 ON1296.No superseded survey control is available for this station.
 ON1296
 ON1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3658451483(NAD 83)
 ON1296
 ON1296_MARKER: DV = VERTICAL CONTROL DISK
 ON1296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 ON1296_SP_SET: ALUMINUM ALLOY ROD
 ON1296_STAMPING: 2801 YY 1985
 ON1296_MARK LOGO: MNDT  
 ON1296_PROJECTION: RECESSED 8 CENTIMETERS
 ON1296_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ON1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON1296+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 ON1296_ROD/PIPE-DEPTH:  6.1 meters
 ON1296
 ON1296  HISTORY     - Date     Condition        Report By
 ON1296  HISTORY     - 1985     MONUMENTED       MNDT
 ON1296  HISTORY     - 19900806 GOOD             NGS
 ON1296  HISTORY     - 20060717 GOOD             MNDT
 ON1296  HISTORY     - 20060717 GOOD             MNDT
 ON1296
 ON1296                          STATION DESCRIPTION
 ON1296
 ON1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 ON1296'2.4 KM (1.5 MI) SOUTHERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 ON1296'U.S. HIGHWAYS 14 AND 61 IN LA CRESCENT, 13.9 M (45.6 FT) EAST OF THE
 ON1296'HIGHWAY CENTERLINE, 8.3 M (27.2 FT) NORTH OF A STEEL POST, 4.5 M
 ON1296'(14.8 FT) NORTHEAST OF A STEEL POST, 0.6 M (2.0 FT) BELOW THE LEVEL
 ON1296'OF THE HIGHWAY, 0.5 M (1.6 FT) EAST OF UTILITY POLE NUMBER 9905CC24,
 ON1296'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--THE ROD IS ENCASED
 ON1296'IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 ON1296
 ON1296                          STATION RECOVERY (2006)
 ON1296
 ON1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1296'1.5 MI (2.4 KM) SOUTH OF LA CRESCENT, AT TRUNK HIGHWAY 16 MILE POINT
 ON1296'286.85, 1.45 MI (2.3 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 61 AND
 ON1296'TRUNK HIGHWAY 16, 46.5 FT (14.2 M) EAST OF TRUNK HIGHWAY 16, 27.2 FT
 ON1296'(8.3 M) NORTH OF STEEL POST, 14.8 FT (4.5 M) NORTHEAST OF STEEL POST,
 ON1296'1.6 FT (0.5 M) EAST OF POWER POLE 9905CC24, 1.3 FT (0.4 M) WEST OF A
 ON1296'WITNESS POST.
 ON1296
 ON1296                          STATION RECOVERY (2006)
 ON1296
 ON1296'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON1296'THE MARK IS 1.5 MI (2.4 KM) SOUTH OF LA CRESCENT, AT TRUNK HIGHWAY 16
 ON1296'MILE POINT 286.85, 1.45 MI (2.3 KM) SOUTH OF THE JUNCTION OF TRUNK
 ON1296'HIGHWAY 61 AND TRUNK HIGHWAY 16, 46.5 FT (14.2 M) EAST OF TRUNK
 ON1296'HIGHWAY 16, 27.2 FT (8.3 M) NORTH OF STEEL POST, 14.8 FT (4.5 M)
 ON1296'NORTHEAST OF STEEL POST, 1.6 FT (0.5 M) EAST OF POWER POLE NUMBER
 ON1296'9905CC24, 1.3 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 ON0260 ***********************************************************************
 ON0260  DESIGNATION -  2801 Z
 ON0260  PID         -  ON0260
 ON0260  STATE/COUNTY-  MN/HOUSTON
 ON0260  COUNTRY     -  US
 ON0260  USGS QUAD   -  LA CRESCENT (1991)
 ON0260
 ON0260                         *CURRENT SURVEY CONTROL
 ON0260  ______________________________________________________________________
 ON0260* NAD 83(1986) POSITION- 43 49 30.1    (N) 091 18 11.0    (W)   HD_HELD2  
 ON0260* NAVD 88 ORTHO HEIGHT -   200.658  (meters)     658.33  (feet) ADJUSTED  
 ON0260  ______________________________________________________________________
 ON0260  GEOID HEIGHT    -        -31.57  (meters)                     GEOID09
 ON0260  DYNAMIC HEIGHT  -        200.624 (meters)      658.21  (feet) COMP
 ON0260  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 ON0260
 ON0260  VERT ORDER      -  SECOND    CLASS I
 ON0260
 ON0260.The horizontal coordinates were established by autonomous hand held GPS
 ON0260.observations and have an estimated accuracy of +/- 10 meters.
 ON0260.
 ON0260.The orthometric height was determined by differential leveling and
 ON0260.adjusted in April 2007.
 ON0260
 ON0260.The submitting agency is responsible for the orthometric height
 ON0260.printed above and for verification of the leveling field data
 ON0260.on which it was based.
 ON0260
 ON0260.Photographs are available for this station.
 ON0260
 ON0260.The dynamic height is computed by dividing the NAVD 88
 ON0260.geopotential number by the normal gravity value computed on the
 ON0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ON0260.degrees latitude (g = 980.6199 gals.).
 ON0260
 ON0260.The modeled gravity was interpolated from observed gravity values.
 ON0260
 ON0260;                    North         East    Units  Estimated Accuracy
 ON0260;SPC MN S     -   195,250.    1,016,905.      MT  (+/- 10 meters HH2 GPS)
 ON0260
 ON0260                          SUPERSEDED SURVEY CONTROL
 ON0260
 ON0260  NAVD 88 (06/15/91)  200.659  (m)          658.33   (f) SUPERSEDED  1 2
 ON0260  NGVD 29 (??/??/92)  200.678  (m)          658.39   (f) ADJ UNCH    1 2
 ON0260
 ON0260.Superseded values are not recommended for survey control.
 ON0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ON0260.See file dsdata.txt to determine how the superseded data were derived.
 ON0260
 ON0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3645153838(NAD 83)
 ON0260
 ON0260_MARKER: DB = BENCH MARK DISK
 ON0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ON0260_SP_SET: CONCRETE POST
 ON0260_STAMPING: 2801 Z 1965
 ON0260_MARK LOGO: MNHD  
 ON0260_PROJECTION: PROJECTING 5 CENTIMETERS
 ON0260_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 ON0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ON0260+STABILITY: SURFACE MOTION
 ON0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ON0260+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 ON0260
 ON0260  HISTORY     - Date     Condition        Report By
 ON0260  HISTORY     - 1965     MONUMENTED       MNHD
 ON0260  HISTORY     - 1970     GOOD             NGS
 ON0260  HISTORY     - 1985     GOOD             NGS
 ON0260  HISTORY     - 19900806 GOOD             NGS
 ON0260  HISTORY     - 2004     GOOD             WIDT
 ON0260  HISTORY     - 20060717 GOOD             MNDT
 ON0260  HISTORY     - 20061009 GOOD             MNDT
 ON0260  HISTORY     - 20100818 MARK NOT FOUND   WIDT
 ON0260
 ON0260                          STATION DESCRIPTION
 ON0260
 ON0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 ON0260'AT LA CRESCENT.
 ON0260'AT LA CRESCENT, 90 FEET SOUTH OF THE CENTER OF THE U.S. HIGHWAYS
 ON0260'14, 16 AND 61 OVERPASS FOR THE CHICAGO, MILWAUKEE, ST. PAUL AND
 ON0260'PACIFIC RAILROAD, 58.0 FEET SOUTHEAST OF THE SOUTH END OF THE
 ON0260'WEST CONCRETE ABUTMENT OF THE OVERPASS, 31 1/2 FEET WEST OF THE
 ON0260'CENTER LINE OF A PAVED ROAD, 2.4 FEET SOUTH OF THE SOUTH END OF
 ON0260'THE BOTTOM CONCRETE STEP IN A CONCRETE STAIRWAY, 2.0 FEET NORTHEAST
 ON0260'OF A METAL WITNESS POST, ABOUT 25 FEET BELOW THE LEVEL OF THE
 ON0260'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 ON0260'2 INCHES.  SEC. 10, T104N, R 4W
 ON0260
 ON0260                          STATION RECOVERY (1985)
 ON0260
 ON0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ON0260'RECOVERED IN GOOD CONDITION.  THE STAMPING WAS REPORTED AS--2801 Z
 ON0260'1956 BUT IS 2801 Z 1956.
 ON0260
 ON0260                          STATION RECOVERY (1990)
 ON0260
 ON0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 ON0260'IN LA CRESCENT, AT THE INTERSECTION OF SOUTH CHESTNUT STREET, U.S.
 ON0260'HIGHWAYS 14 AND 61, AND STATE HIGHWAY 16, 27.2 M (89.2 FT) SOUTHWEST
 ON0260'OF THE CENTER OF THE HIGHWAYS, 20.6 M (67.6 FT) SOUTHWEST OF THE MOST
 ON0260'SOUTHERLY OF 4 PIERS OF AN OVERPASS, 9.6 M (31.5 FT) WEST OF THE
 ON0260'CENTER OF THE STREET, 0.7 M (2.3 FT) SOUTH OF THE BOTTOM STEP OF A
 ON0260'STAIRWAY LEADING TO THE OVERPASS, 0.6 M (2.0 FT) NORTHEAST OF A
 ON0260'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET, AND THE
 ON0260'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 ON0260
 ON0260                          STATION RECOVERY (2004)
 ON0260
 ON0260'RECOVERY NOTE BY WI DEPT OF TRANSP 2004 (TSS)
 ON0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AT LA CRESCENT.  AT LA
 ON0260'CRESCENT, 90 FT (27.4 M) SOUTH OF THE CENTER OF THE U.S. HIGHWAYS 14,
 ON0260'16 AND 61 OVERPASS FOR THE CHICAGO, MILWAUKEE, ST.  PAUL AND PACIFIC
 ON0260'RAILROAD, 58.0 FT (17.7 M) SOUTHEAST OF THE SOUTH END OF THE WEST
 ON0260'CONCRETE ABUTMENT OF THE OVERPASS, 31 1/2 FT (9.6 M) WEST OF THE
 ON0260'CENTER LINE OF A PAVED ROAD, 2.4 FT (0.7 M) SOUTH OF THE SOUTH END OF
 ON0260'THE BOTTOM CONCRETE STEP IN A CONCRETE STAIRWAY, 2.0 FT (0.6 M)
 ON0260'NORTHEAST OF A METAL WITNESS POST, ABOUT 25 FT (7.6 M) BELOW THE LEVEL
 ON0260'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 ON0260'INCHES (5 CM).  SEC.  10, T104N, R 4W RECOVERY NOTE BY NATIONAL
 ON0260'GEODETIC SURVEY 1985 RECOVERED IN GOOD CONDITION.  THE STAMPING WAS
 ON0260'REPORTED AS--2801 Z 1956 BUT IS 2801 Z 1956.
 ON0260' 
 ON0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 IN LA CRESCENT, AT THE
 ON0260'INTERSECTION OF SOUTH CHESTNUT STREET, U.S. HIGHWAYS 14 AND 61, AND
 ON0260'STATE HIGHWAY 16, 27.2 M (89.2 FT) SOUTHWEST OF THE CENTER OF THE
 ON0260'HIGHWAYS, 20.6 M (67.6 FT) SOUTHWEST OF THE MOST SOUTHERLY OF 4 PIERS
 ON0260'OF AN OVERPASS, 9.6 M (31.5 FT) WEST OF THE CENTER OF THE STREET, 0.7
 ON0260'M (2.3 FT) SOUTH OF THE BOTTOM STEP OF A STAIRWAY LEADING TO THE
 ON0260'OVERPASS, 0.6 M (2.0 FT) NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT)
 ON0260'ABOVE THE LEVEL OF THE STREET, AND THE MONUMENT IS FLUSH WITH THE
 ON0260'GROUND SURFACE.
 ON0260' 
 ON0260'RECOVERED AS DESCRIBED.
 ON0260
 ON0260                          STATION RECOVERY (2006)
 ON0260
 ON0260'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 ON0260'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 ON0260'THE MARK IS AT LA CRESCENT, AT THE JUNCTION OF SOUTH CHESTNUT
 ON0260'STREET-TRUNK HIGHWAY 14-TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 16,
 ON0260' 
 ON0260'90 FT (27.4 M) SOUTH OF TRUNK HIGHWAY 14-TRUNK HIGHWAY 16-TRUNK
 ON0260'HIGHWAY 61 BRIDGE OVER RAILROAD, 58 FT (17.7 M) SOUTHEAST OF SOUTH END
 ON0260'OF WEST BRIDGE ABUTMENT, 31.5 FT (9.6 M) WEST OF BITUMINOUS ROAD, 2.3
 ON0260'FT (0.7 M) SOUTH OF SOUTH END OF BOTTOM CONCRETE STEP OF STAIR WAY TO
 ON0260'BRIDGE, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 ON0260
 ON0260                          STATION RECOVERY (2006)
 ON0260
 ON0260'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DB)
 ON0260'AT LA CRESCENT, AT THE JUNCTION OF SOUTH CHESTNUT STREET-TRUNK HIGHWAY
 ON0260'14-TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 16, 90 FT (27.4 M) SOUTH OF
 ON0260'TRUNK HIGHWAY 14-TRUNK HIGHWAY 16-TRUNK HIGHWAY 61 BRIDGE OVER
 ON0260'RAILROAD, 58 FT (17.7 M) SOUTHEAST OF SOUTH END OF WEST BRIDGE
 ON0260'ABUTMENT, 31.5 FT (9.6 M) WEST OF BITUMINOUS ROAD, 2.3 FT (0.7 M)
 ON0260'SOUTH OF SOUTH END OF BOTTOM CONCRETE STEP OF STAIRWAY TO BRIDGE, 2.0
 ON0260'FT (0.6 M) NORTH OF A WITNESS POST.
 ON0260
 ON0260                          STATION RECOVERY (2010)
 ON0260
 ON0260'RECOVERY NOTE BY WI DEPT OF TRANSP 2010 (DRB)
 ON0260'THE STATION WAS NOT FOUND.  A NEW BRIDGE WAS CONSTRUCTED IN 2007 NEAR
 ON0260'TO AND SOUTH OF THE DESCRIBED BRIDGE AND CHESTNUT STREET WAS IMPROVED
 ON0260'WITH NEW CURBING AND SIDEWALK.  THE DESCRIBED STAIRWAY AND STATION
 ON0260'APPEAR TO HAVE BEEN REMOVED OR COVERED WITH THE NEW BRIDGE.  THE
 ON0260'STATION SHOULD BE CONSIDERED TO BE LOST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3714 ***********************************************************************
 DJ3714  DESIGNATION -  2801 ZZ
 DJ3714  PID         -  DJ3714
 DJ3714  STATE/COUNTY-  MN/HOUSTON
 DJ3714  COUNTRY     -  US
 DJ3714  USGS QUAD   -  HOUSTON (1980)
 DJ3714
 DJ3714                         *CURRENT SURVEY CONTROL
 DJ3714  ______________________________________________________________________
 DJ3714* NAD 83(1986) POSITION- 43 45 49.1    (N) 091 32 58.7    (W)   HD_HELD2  
 DJ3714* NAVD 88 ORTHO HEIGHT -   207.548  (meters)     680.93  (feet) ADJUSTED  
 DJ3714  ______________________________________________________________________
 DJ3714  GEOID HEIGHT    -        -30.77  (meters)                     GEOID09
 DJ3714  DYNAMIC HEIGHT  -        207.512 (meters)      680.81  (feet) COMP
 DJ3714  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 DJ3714
 DJ3714  VERT ORDER      -  SECOND    CLASS I
 DJ3714
 DJ3714.The horizontal coordinates were established by autonomous hand held GPS
 DJ3714.observations and have an estimated accuracy of +/- 10 meters.
 DJ3714.
 DJ3714.The orthometric height was determined by differential leveling and
 DJ3714.adjusted in May 2008.
 DJ3714
 DJ3714.Photographs are available for this station.
 DJ3714
 DJ3714.The dynamic height is computed by dividing the NAVD 88
 DJ3714.geopotential number by the normal gravity value computed on the
 DJ3714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3714.degrees latitude (g = 980.6199 gals.).
 DJ3714
 DJ3714.The modeled gravity was interpolated from observed gravity values.
 DJ3714
 DJ3714;                    North         East    Units  Estimated Accuracy
 DJ3714;SPC MN S     -   187,808.      997,284.      MT  (+/- 10 meters HH2 GPS)
 DJ3714
 DJ3714                          SUPERSEDED SURVEY CONTROL
 DJ3714
 DJ3714.No superseded survey control is available for this station.
 DJ3714
 DJ3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1674246643(NAD 83)
 DJ3714
 DJ3714_MARKER: DB = BENCH MARK DISK
 DJ3714_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3714_SP_SET: BOX CULVERT
 DJ3714_STAMPING: 2801 ZZ 2005
 DJ3714_MARK LOGO: MNHD  
 DJ3714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3714+STABILITY: SURFACE MOTION
 DJ3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3714+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3714
 DJ3714  HISTORY     - Date     Condition        Report By
 DJ3714  HISTORY     - 1986     MONUMENTED       MNDT
 DJ3714  HISTORY     - 20051115 GOOD             MNDT
 DJ3714
 DJ3714                          STATION DESCRIPTION
 DJ3714
 DJ3714'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3714'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MILE (1.6
 DJ3714'KM) EAST OF HOUSTON, IN HEAD WALL BOX CULVERT IN SOUTHEAST CORNER OF
 DJ3714'TRUNK HIGHWAY 16 CULVERT NUMBER 95111 OVER CREEK, 0.15 MILES (0.24 KM)
 DJ3714'EAST ALONG TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND
 DJ3714'TRUNK HIGHWAY 76 SOUTH (WHICH IS 1.0 MILES (1.6 KM) EAST OF HOUSTON),
 DJ3714'28.6 FEET (8.7 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 16.  DISK SET IN
 DJ3714'BRIDGE WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN 2005.  ROD DEPTH
 DJ3714'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6891 ***********************************************************************
 DK6891  DESIGNATION -  2802 A
 DK6891  PID         -  DK6891
 DK6891  STATE/COUNTY-  MN/HOUSTON
 DK6891  COUNTRY     -  US
 DK6891  USGS QUAD   -  RENO (1980)
 DK6891
 DK6891                         *CURRENT SURVEY CONTROL
 DK6891  ______________________________________________________________________
 DK6891* NAD 83(1986) POSITION- 43 33 57.1    (N) 091 16 48.5    (W)   HD_HELD2  
 DK6891* NAVD 88 ORTHO HEIGHT -   195.061  (meters)     639.96  (feet) ADJUSTED  
 DK6891  ______________________________________________________________________
 DK6891  GEOID HEIGHT    -        -31.38  (meters)                     GEOID09
 DK6891  DYNAMIC HEIGHT  -        195.025 (meters)      639.84  (feet) COMP
 DK6891  MODELED GRAVITY -    980,426.7   (mgal)                       NAVD 88
 DK6891
 DK6891  VERT ORDER      -  SECOND    CLASS I
 DK6891
 DK6891.The horizontal coordinates were established by autonomous hand held GPS
 DK6891.observations and have an estimated accuracy of +/- 10 meters.
 DK6891.
 DK6891.The orthometric height was determined by differential leveling and
 DK6891.adjusted in December 2008.
 DK6891
 DK6891.The dynamic height is computed by dividing the NAVD 88
 DK6891.geopotential number by the normal gravity value computed on the
 DK6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6891.degrees latitude (g = 980.6199 gals.).
 DK6891
 DK6891.The modeled gravity was interpolated from observed gravity values.
 DK6891
 DK6891;                    North         East    Units  Estimated Accuracy
 DK6891;SPC MN S     -   166,531.    1,019,705.      MT  (+/- 10 meters HH2 GPS)
 DK6891
 DK6891                          SUPERSEDED SURVEY CONTROL
 DK6891
 DK6891.No superseded survey control is available for this station.
 DK6891
 DK6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3889025092(NAD 83)
 DK6891
 DK6891_MARKER: DB = BENCH MARK DISK
 DK6891_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6891_SP_SET: BRIDGE HEADWALL
 DK6891_STAMPING: 2802 A 1947
 DK6891_MARK LOGO: MNHD  
 DK6891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6891+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2007
 DK6891
 DK6891  HISTORY     - Date     Condition        Report By
 DK6891  HISTORY     - 1947     MONUMENTED       MNHD
 DK6891  HISTORY     - 20070214 GOOD             MNDT
 DK6891
 DK6891                          STATION DESCRIPTION
 DK6891
 DK6891'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6891'2.6 MI (4.2 KM) SOUTH OF RENO, IN HEADWALL AT THE NORTHWEST CORNER OF
 DK6891'TRUNK HIGHWAY 26 BRIDGE NUMBER 5873 (DOUBLE BOX CULVERT), 15 FT (4.6
 DK6891'M) WEST OF EDGE OF PAVEMENT OF TRUNK HIGHWAY 26, AT TRUNK HIGHWAY 26
 DK6891'MILE POINT 4.6 (STATION 240+20), OPPOSITE RAILROAD BRIDGE, 100 FT
 DK6891'(30.5 M) SOUTH OF MAUSS DRIVE, 700 FT (213.4 M) EAST OF CENTER OF
 DK6891'SECTION 11.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6826 ***********************************************************************
 DK6826  DESIGNATION -  2802 AA
 DK6826  PID         -  DK6826
 DK6826  STATE/COUNTY-  MN/HOUSTON
 DK6826  COUNTRY     -  US
 DK6826  USGS QUAD   -  RENO (1980)
 DK6826
 DK6826                         *CURRENT SURVEY CONTROL
 DK6826  ______________________________________________________________________
 DK6826* NAD 83(1986) POSITION- 43 36 57.5    (N) 091 16 15.3    (W)   HD_HELD2  
 DK6826* NAVD 88 ORTHO HEIGHT -   207.394  (meters)     680.43  (feet) ADJUSTED  
 DK6826  ______________________________________________________________________
 DK6826  GEOID HEIGHT    -        -31.45  (meters)                     GEOID09
 DK6826  DYNAMIC HEIGHT  -        207.355 (meters)      680.30  (feet) COMP
 DK6826  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 DK6826
 DK6826  VERT ORDER      -  SECOND    CLASS I
 DK6826
 DK6826.The horizontal coordinates were established by autonomous hand held GPS
 DK6826.observations and have an estimated accuracy of +/- 10 meters.
 DK6826.
 DK6826.The orthometric height was determined by differential leveling and
 DK6826.adjusted in December 2008.
 DK6826
 DK6826.The dynamic height is computed by dividing the NAVD 88
 DK6826.geopotential number by the normal gravity value computed on the
 DK6826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6826.degrees latitude (g = 980.6199 gals.).
 DK6826
 DK6826.The modeled gravity was interpolated from observed gravity values.
 DK6826
 DK6826;                    North         East    Units  Estimated Accuracy
 DK6826;SPC MN S     -   172,121.    1,020,264.      MT  (+/- 10 meters HH2 GPS)
 DK6826
 DK6826                          SUPERSEDED SURVEY CONTROL
 DK6826
 DK6826.No superseded survey control is available for this station.
 DK6826
 DK6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3951930673(NAD 83)
 DK6826
 DK6826_MARKER: DD = SURVEY DISK
 DK6826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6826_STAMPING: 2802 AA 2006
 DK6826_MARK LOGO: MNDT  
 DK6826_PROJECTION: FLUSH
 DK6826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6826+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6826_ROD/PIPE-DEPTH:  6.1 meters
 DK6826
 DK6826  HISTORY     - Date     Condition        Report By
 DK6826  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6826
 DK6826                          STATION DESCRIPTION
 DK6826
 DK6826'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6826'1.0 MI (1.6 KM) NORTH OF RENO, 1.05 MI (1.7 KM) NORTH ALONG TRUNK
 DK6826'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND HILLSIDE ROAD IN
 DK6826'RENO, AT TRUNK HIGHWAY 26 MILE POINT 8.40, 17.6 FT (5.4 M) EAST OF
 DK6826'TRUNK HIGHWAY 26, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6825 ***********************************************************************
 DK6825  DESIGNATION -  2802 AB
 DK6825  PID         -  DK6825
 DK6825  STATE/COUNTY-  MN/HOUSTON
 DK6825  COUNTRY     -  US
 DK6825  USGS QUAD   -  BROWNSVILLE (1980)
 DK6825
 DK6825                         *CURRENT SURVEY CONTROL
 DK6825  ______________________________________________________________________
 DK6825* NAD 83(1986) POSITION- 43 37 57.8    (N) 091 16 25.8    (W)   HD_HELD2  
 DK6825* NAVD 88 ORTHO HEIGHT -   202.831  (meters)     665.45  (feet) ADJUSTED  
 DK6825  ______________________________________________________________________
 DK6825  GEOID HEIGHT    -        -31.45  (meters)                     GEOID09
 DK6825  DYNAMIC HEIGHT  -        202.791 (meters)      665.32  (feet) COMP
 DK6825  MODELED GRAVITY -    980,421.9   (mgal)                       NAVD 88
 DK6825
 DK6825  VERT ORDER      -  SECOND    CLASS I
 DK6825
 DK6825.The horizontal coordinates were established by autonomous hand held GPS
 DK6825.observations and have an estimated accuracy of +/- 10 meters.
 DK6825.
 DK6825.The orthometric height was determined by differential leveling and
 DK6825.adjusted in December 2008.
 DK6825
 DK6825.The dynamic height is computed by dividing the NAVD 88
 DK6825.geopotential number by the normal gravity value computed on the
 DK6825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6825.degrees latitude (g = 980.6199 gals.).
 DK6825
 DK6825.The modeled gravity was interpolated from observed gravity values.
 DK6825
 DK6825;                    North         East    Units  Estimated Accuracy
 DK6825;SPC MN S     -   173,973.    1,019,967.      MT  (+/- 10 meters HH2 GPS)
 DK6825
 DK6825                          SUPERSEDED SURVEY CONTROL
 DK6825
 DK6825.No superseded survey control is available for this station.
 DK6825
 DK6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3924532529(NAD 83)
 DK6825
 DK6825_MARKER: DD = SURVEY DISK
 DK6825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6825_STAMPING: 2802 AB 2006
 DK6825_MARK LOGO: MNDT  
 DK6825_PROJECTION: RECESSED 15 CENTIMETERS
 DK6825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6825+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6825_ROD/PIPE-DEPTH:  4.6 meters
 DK6825
 DK6825  HISTORY     - Date     Condition        Report By
 DK6825  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6825  HISTORY     - 20110705 GOOD             GEOCAC
 DK6825
 DK6825                          STATION DESCRIPTION
 DK6825
 DK6825'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6825'2.0 MI (3.2 KM) NORTH OF RENO, 2.25 MI (3.6 KM) NORTH ALONG TRUNK
 DK6825'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND HILLSIDE ROAD IN
 DK6825'RENO, AT TRUNK HIGHWAY 26 MILE POINT 9.55, 53.7 FT (16.4 M)
 DK6825'EAST-NORTHEAST OF TRUNK HIGHWAY 26, 6.6 FT (2.0 M) SOUTHEAST OF THE
 DK6825'SOUTHEAST CORNER OF DEPARTMENT OF NATURAL RESOURCES INFORMATION SIGN,
 DK6825'1.0 FT (0.3 M) WEST OF A WITNESS POST.
 DK6825
 DK6825                          STATION RECOVERY (2011)
 DK6825
 DK6825'RECOVERY NOTE BY GEOCACHING 2011 (PR)
 DK6825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6898 ***********************************************************************
 DK6898  DESIGNATION -  2802 AC
 DK6898  PID         -  DK6898
 DK6898  STATE/COUNTY-  MN/HOUSTON
 DK6898  COUNTRY     -  US
 DK6898  USGS QUAD   -  BROWNSVILLE (1980)
 DK6898
 DK6898                         *CURRENT SURVEY CONTROL
 DK6898  ______________________________________________________________________
 DK6898* NAD 83(1986) POSITION- 43 38 40.8    (N) 091 16 32.5    (W)   HD_HELD2  
 DK6898* NAVD 88 ORTHO HEIGHT -   204.666  (meters)     671.48  (feet) ADJUSTED  
 DK6898  ______________________________________________________________________
 DK6898  GEOID HEIGHT    -        -31.45  (meters)                     GEOID09
 DK6898  DYNAMIC HEIGHT  -        204.626 (meters)      671.34  (feet) COMP
 DK6898  MODELED GRAVITY -    980,422.0   (mgal)                       NAVD 88
 DK6898
 DK6898  VERT ORDER      -  SECOND    CLASS I
 DK6898
 DK6898.The horizontal coordinates were established by autonomous hand held GPS
 DK6898.observations and have an estimated accuracy of +/- 10 meters.
 DK6898.
 DK6898.The orthometric height was determined by differential leveling and
 DK6898.adjusted in December 2008.
 DK6898
 DK6898.The dynamic height is computed by dividing the NAVD 88
 DK6898.geopotential number by the normal gravity value computed on the
 DK6898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6898.degrees latitude (g = 980.6199 gals.).
 DK6898
 DK6898.The modeled gravity was interpolated from observed gravity values.
 DK6898
 DK6898;                    North         East    Units  Estimated Accuracy
 DK6898;SPC MN S     -   175,294.    1,019,773.      MT  (+/- 10 meters HH2 GPS)
 DK6898
 DK6898                          SUPERSEDED SURVEY CONTROL
 DK6898
 DK6898.No superseded survey control is available for this station.
 DK6898
 DK6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3906833852(NAD 83)
 DK6898
 DK6898_MARKER: DD = SURVEY DISK
 DK6898_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6898+WITH SETTING: INFORMATION.
 DK6898_STAMPING: 2802 AC 2006
 DK6898_MARK LOGO: MNDT  
 DK6898_PROJECTION: FLUSH
 DK6898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6898+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6898_ROD/PIPE-DEPTH:  2.7 meters
 DK6898
 DK6898  HISTORY     - Date     Condition        Report By
 DK6898  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6898
 DK6898                          STATION DESCRIPTION
 DK6898
 DK6898'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6898'3.5 MI (5.6 KM) SOUTH OF BROWNSVILLE, 3.60 MI (5.8 KM) SOUTH ALONG
 DK6898'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6898'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 10.40,
 DK6898' 
 DK6898'59.8 FT (18.2 M) NORTHEAST OF TRUNK HIGHWAY 26, 1.0 MI (1.6 KM) WEST
 DK6898'OF A WITNESS POST.
 DK6898' 
 DK6898'NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6824 ***********************************************************************
 DK6824  DESIGNATION -  2802 AD
 DK6824  PID         -  DK6824
 DK6824  STATE/COUNTY-  MN/HOUSTON
 DK6824  COUNTRY     -  US
 DK6824  USGS QUAD   -  BROWNSVILLE (1980)
 DK6824
 DK6824                         *CURRENT SURVEY CONTROL
 DK6824  ______________________________________________________________________
 DK6824* NAD 83(1986) POSITION- 43 39 33.9    (N) 091 16 31.4    (W)   HD_HELD2  
 DK6824* NAVD 88 ORTHO HEIGHT -   203.855  (meters)     668.81  (feet) ADJUSTED  
 DK6824  ______________________________________________________________________
 DK6824  GEOID HEIGHT    -        -31.47  (meters)                     GEOID09
 DK6824  DYNAMIC HEIGHT  -        203.816 (meters)      668.69  (feet) COMP
 DK6824  MODELED GRAVITY -    980,423.0   (mgal)                       NAVD 88
 DK6824
 DK6824  VERT ORDER      -  SECOND    CLASS I
 DK6824
 DK6824.The horizontal coordinates were established by autonomous hand held GPS
 DK6824.observations and have an estimated accuracy of +/- 10 meters.
 DK6824.
 DK6824.The orthometric height was determined by differential leveling and
 DK6824.adjusted in December 2008.
 DK6824
 DK6824.The dynamic height is computed by dividing the NAVD 88
 DK6824.geopotential number by the normal gravity value computed on the
 DK6824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6824.degrees latitude (g = 980.6199 gals.).
 DK6824
 DK6824.The modeled gravity was interpolated from observed gravity values.
 DK6824
 DK6824;                    North         East    Units  Estimated Accuracy
 DK6824;SPC MN S     -   176,933.    1,019,743.      MT  (+/- 10 meters HH2 GPS)
 DK6824
 DK6824                          SUPERSEDED SURVEY CONTROL
 DK6824
 DK6824.No superseded survey control is available for this station.
 DK6824
 DK6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3905835491(NAD 83)
 DK6824
 DK6824_MARKER: DD = SURVEY DISK
 DK6824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6824_STAMPING: 2802 AD 2006
 DK6824_MARK LOGO: MNDT  
 DK6824_PROJECTION: FLUSH
 DK6824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6824+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6824_ROD/PIPE-DEPTH:  4.6 meters
 DK6824
 DK6824  HISTORY     - Date     Condition        Report By
 DK6824  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6824
 DK6824                          STATION DESCRIPTION
 DK6824
 DK6824'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6824'2.5 MI (4.0 KM) SOUTH OF BROWNSVILLE, 2.60 MI (4.2 KM) SOUTH ALONG
 DK6824'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6824'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 11.50, 78.1 FT (23.8
 DK6824'M) SOUTHWEST OF DRIVEWAY NUMBER 13004, 51 FT (15.5 M) WEST-SOUTHWEST
 DK6824'OF TRUNK HIGHWAY 26, 6 FT (1.8 M) SOUTHEAST OF DRIVEWAY, 2.0 FT (0.6
 DK6824'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6890 ***********************************************************************
 DK6890  DESIGNATION -  2802 AE
 DK6890  PID         -  DK6890
 DK6890  STATE/COUNTY-  MN/HOUSTON
 DK6890  COUNTRY     -  US
 DK6890  USGS QUAD   -  BROWNSVILLE (1980)
 DK6890
 DK6890                         *CURRENT SURVEY CONTROL
 DK6890  ______________________________________________________________________
 DK6890* NAD 83(2007) POSITION- 43 40 37.32735(N) 091 16 40.63058(W)   ADJUSTED  
 DK6890* NAD 83(2007) ELLIP HT-   172.192 (meters)        (09/09/09)   ADJUSTED
 DK6890* NAD 83(2007) EPOCH   -  2002.00
 DK6890* NAVD 88 ORTHO HEIGHT -   203.699  (meters)     668.30  (feet) ADJUSTED  
 DK6890  ______________________________________________________________________
 DK6890  NAD 83(2007) X  -   -103,048.339 (meters)                     COMP
 DK6890  NAD 83(2007) Y  - -4,619,306.075 (meters)                     COMP
 DK6890  NAD 83(2007) Z  -  4,382,327.400 (meters)                     COMP
 DK6890  LAPLACE CORR    -         -9.15  (seconds)                    DEFLEC09
 DK6890  GEOID HEIGHT    -        -31.48  (meters)                     GEOID09
 DK6890  DYNAMIC HEIGHT  -        203.661 (meters)      668.18  (feet) COMP
 DK6890  MODELED GRAVITY -    980,427.0   (mgal)                       NAVD 88
 DK6890
 DK6890  HORZ ORDER      -  FIRST
 DK6890  VERT ORDER      -  SECOND    CLASS I
 DK6890  ELLP ORDER      -  FOURTH    CLASS I
 DK6890
 DK6890.The horizontal coordinates were established by GPS observations
 DK6890.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6890
 DK6890.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6890.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6890
 DK6890.The horizontal coordinates are valid at the epoch date displayed above
 DK6890.which is a decimal equivalence of Year/Month/Day.
 DK6890
 DK6890.The orthometric height was determined by differential leveling and
 DK6890.adjusted in December 2008.
 DK6890
 DK6890.Photographs are available for this station.
 DK6890
 DK6890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6890
 DK6890.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6890
 DK6890.The ellipsoidal height was determined by GPS observations
 DK6890.and is referenced to NAD 83.
 DK6890
 DK6890.The dynamic height is computed by dividing the NAVD 88
 DK6890.geopotential number by the normal gravity value computed on the
 DK6890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6890.degrees latitude (g = 980.6199 gals.).
 DK6890
 DK6890.The modeled gravity was interpolated from observed gravity values.
 DK6890
 DK6890. The following values were computed from the NAD 83(2007) position.
 DK6890
 DK6890;                    North         East     Units Scale Factor Converg.
 DK6890;SPC MN S     -   178,882.627 1,019,470.695   MT  1.00002473   +1 54 28.7
 DK6890;SPC MN S     -   586,884.09  3,344,713.44   sFT  1.00002473   +1 54 28.7
 DK6890;UTM  15      - 4,837,443.698   638,811.304   MT  0.99983701   +1 11 21.9
 DK6890
 DK6890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6890!SPC MN S     -   0.99997300  x   1.00002473  =   0.99999773
 DK6890!UTM  15      -   0.99997300  x   0.99983701  =   0.99981001
 DK6890
 DK6890                          SUPERSEDED SURVEY CONTROL
 DK6890
 DK6890  NAVD 88 (09/09/09)  203.70   (m)          668.3    (f) LEVELING    3  
 DK6890
 DK6890.Superseded values are not recommended for survey control.
 DK6890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6890.See file dsdata.txt to determine how the superseded data were derived.
 DK6890
 DK6890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3881137443(NAD 83)
 DK6890
 DK6890_MARKER: DD = SURVEY DISK
 DK6890_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6890+WITH SETTING: INFORMATION.
 DK6890_STAMPING: 2802 AE 2006
 DK6890_MARK LOGO: MNDT  
 DK6890_PROJECTION: FLUSH
 DK6890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6890+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 DK6890_ROD/PIPE-DEPTH:  2.4 meters
 DK6890
 DK6890  HISTORY     - Date     Condition        Report By
 DK6890  HISTORY     - 2006     MONUMENTED       MNDT
 DK6890  HISTORY     - 20080306 GOOD             MNDT
 DK6890  HISTORY     - 20120119 GOOD             AE
 DK6890
 DK6890                          STATION DESCRIPTION
 DK6890
 DK6890'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6890'1.5 MI (2.4 KM) SOUTH OF BROWNSVILLE, 1.35 MI (2.2 KM) SOUTH ALONG
 DK6890'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6890'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 12.75,
 DK6890' 
 DK6890'95.0 FT (29.0 M) NORTHWEST OF BULLHEAD BAY LANE, 23.3 FT (7.1 M) EAST
 DK6890'OF TRUNK HIGHWAY 26.
 DK6890
 DK6890                          STATION RECOVERY (2008)
 DK6890
 DK6890'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6890'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6890'THE MARK IS 1.5 MILES SOUTH OF BROWNSVILLE, 1.35 MILES SOUTH ALONG
 DK6890'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6890'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILEPOINT 12.75, 95.0 FEET
 DK6890'NORTHWEST OF BULLHEAD BAY LANE, 23.3 FEET EAST OF TRUNK HIGHWAY 26.
 DK6890
 DK6890                          STATION RECOVERY (2012)
 DK6890
 DK6890'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012 (TS)
 DK6890'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6816 ***********************************************************************
 DK6816  DESIGNATION -  2802 AF
 DK6816  PID         -  DK6816
 DK6816  STATE/COUNTY-  MN/HOUSTON
 DK6816  COUNTRY     -  US
 DK6816  USGS QUAD   -  BROWNSVILLE (1980)
 DK6816
 DK6816                         *CURRENT SURVEY CONTROL
 DK6816  ______________________________________________________________________
 DK6816* NAD 83(1986) POSITION- 43 41 23.0    (N) 091 16 40.3    (W)   HD_HELD2  
 DK6816* NAVD 88 ORTHO HEIGHT -   197.132  (meters)     646.76  (feet) ADJUSTED  
 DK6816  ______________________________________________________________________
 DK6816  GEOID HEIGHT    -        -31.49  (meters)                     GEOID09
 DK6816  DYNAMIC HEIGHT  -        197.095 (meters)      646.64  (feet) COMP
 DK6816  MODELED GRAVITY -    980,430.7   (mgal)                       NAVD 88
 DK6816
 DK6816  VERT ORDER      -  SECOND    CLASS I
 DK6816
 DK6816.The horizontal coordinates were established by autonomous hand held GPS
 DK6816.observations and have an estimated accuracy of +/- 10 meters.
 DK6816.
 DK6816.The orthometric height was determined by differential leveling and
 DK6816.adjusted in December 2008.
 DK6816
 DK6816.The dynamic height is computed by dividing the NAVD 88
 DK6816.geopotential number by the normal gravity value computed on the
 DK6816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6816.degrees latitude (g = 980.6199 gals.).
 DK6816
 DK6816.The modeled gravity was interpolated from observed gravity values.
 DK6816
 DK6816;                    North         East    Units  Estimated Accuracy
 DK6816;SPC MN S     -   180,292.    1,019,431.      MT  (+/- 10 meters HH2 GPS)
 DK6816
 DK6816                          SUPERSEDED SURVEY CONTROL
 DK6816
 DK6816.No superseded survey control is available for this station.
 DK6816
 DK6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3878938852(NAD 83)
 DK6816
 DK6816_MARKER: DD = SURVEY DISK
 DK6816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6816_SP_SET: BRIDGE ABUTMENT
 DK6816_STAMPING: 2802 AF 2006
 DK6816_MARK LOGO: MNDT  
 DK6816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6816+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6816
 DK6816  HISTORY     - Date     Condition        Report By
 DK6816  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6816
 DK6816                          STATION DESCRIPTION
 DK6816
 DK6816'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6816'0.50 MI (0.8 KM) SOUTHWEST OF BROWNSVILLE, IN SOUTHEAST CORNER OF
 DK6816'TRUNK HIGHWAY 26 BRIDGE NUMBER 5720 OVER CREEK, 0.45 MI (0.7 KM)
 DK6816'SOUTHWEST ALONG TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26
 DK6816'AND COUNTY ROAD 3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT
 DK6816'13.65, 15.9 FT (4.8 M) SOUTHEAST OF TRUNK HIGHWAY 26.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6817 ***********************************************************************
 DK6817  DESIGNATION -  2802 AF 1
 DK6817  PID         -  DK6817
 DK6817  STATE/COUNTY-  MN/HOUSTON
 DK6817  COUNTRY     -  US
 DK6817  USGS QUAD   -  BROWNSVILLE (1980)
 DK6817
 DK6817                         *CURRENT SURVEY CONTROL
 DK6817  ______________________________________________________________________
 DK6817* NAD 83(1986) POSITION- 43 41 18.9    (N) 091 17 35.4    (W)   HD_HELD2  
 DK6817* NAVD 88 ORTHO HEIGHT -   199.908  (meters)     655.86  (feet) ADJUSTED  
 DK6817  ______________________________________________________________________
 DK6817  GEOID HEIGHT    -        -31.43  (meters)                     GEOID09
 DK6817  DYNAMIC HEIGHT  -        199.871 (meters)      655.74  (feet) COMP
 DK6817  MODELED GRAVITY -    980,429.3   (mgal)                       NAVD 88
 DK6817
 DK6817  VERT ORDER      -  SECOND    CLASS I
 DK6817
 DK6817.The horizontal coordinates were established by autonomous hand held GPS
 DK6817.observations and have an estimated accuracy of +/- 10 meters.
 DK6817.
 DK6817.The orthometric height was determined by differential leveling and
 DK6817.adjusted in December 2008.
 DK6817
 DK6817.The dynamic height is computed by dividing the NAVD 88
 DK6817.geopotential number by the normal gravity value computed on the
 DK6817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6817.degrees latitude (g = 980.6199 gals.).
 DK6817
 DK6817.The modeled gravity was interpolated from observed gravity values.
 DK6817
 DK6817;                    North         East    Units  Estimated Accuracy
 DK6817;SPC MN S     -   180,124.    1,018,202.      MT  (+/- 10 meters HH2 GPS)
 DK6817
 DK6817                          SUPERSEDED SURVEY CONTROL
 DK6817
 DK6817.No superseded survey control is available for this station.
 DK6817
 DK6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3755838700(NAD 83)
 DK6817
 DK6817_MARKER: DB = BENCH MARK DISK
 DK6817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6817_SP_SET: BRIDGE ABUTMENT
 DK6817_STAMPING: 2802 AF 1 2006
 DK6817_MARK LOGO: MNDT  
 DK6817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6817+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6817
 DK6817  HISTORY     - Date     Condition        Report By
 DK6817  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6817
 DK6817                          STATION DESCRIPTION
 DK6817
 DK6817'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6817'1.0 MI (1.6 KM) SOUTHWEST OF BROWNSVILLE, IN SOUTHEAST CORNER OF
 DK6817'COUNTY ROAD 3 BRIDGE NUMBER 28503 OVER WILDCAT CREEK, 1.20 MI (1.9 KM)
 DK6817'WEST-SOUTHWEST ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3
 DK6817'AND TRUNK HIGHWAY 26 IN BROWNSVILLE, 17.0 FT (5.2 M) SOUTHEAST OF
 DK6817'COUNTY ROAD 3.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6897 ***********************************************************************
 DK6897  DESIGNATION -  2802 AG
 DK6897  PID         -  DK6897
 DK6897  STATE/COUNTY-  MN/HOUSTON
 DK6897  COUNTRY     -  US
 DK6897  USGS QUAD   -  BROWNSVILLE (1980)
 DK6897
 DK6897                         *CURRENT SURVEY CONTROL
 DK6897  ______________________________________________________________________
 DK6897* NAD 83(2007) POSITION- 43 42 09.78171(N) 091 16 12.32513(W)   ADJUSTED  
 DK6897* NAD 83(2007) ELLIP HT-   169.870 (meters)        (09/09/09)   ADJUSTED
 DK6897* NAD 83(2007) EPOCH   -  2002.00
 DK6897* NAVD 88 ORTHO HEIGHT -   201.420  (meters)     660.83  (feet) ADJUSTED  
 DK6897  ______________________________________________________________________
 DK6897  NAD 83(2007) X  -   -102,370.710 (meters)                     COMP
 DK6897  NAD 83(2007) Y  - -4,617,347.924 (meters)                     COMP
 DK6897  NAD 83(2007) Z  -  4,384,389.117 (meters)                     COMP
 DK6897  LAPLACE CORR    -         -9.08  (seconds)                    DEFLEC09
 DK6897  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6897  DYNAMIC HEIGHT  -        201.384 (meters)      660.71  (feet) COMP
 DK6897  MODELED GRAVITY -    980,431.5   (mgal)                       NAVD 88
 DK6897
 DK6897  HORZ ORDER      -  FIRST
 DK6897  VERT ORDER      -  SECOND    CLASS I
 DK6897  ELLP ORDER      -  FOURTH    CLASS I
 DK6897
 DK6897.The horizontal coordinates were established by GPS observations
 DK6897.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6897
 DK6897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6897.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6897
 DK6897.The horizontal coordinates are valid at the epoch date displayed above
 DK6897.which is a decimal equivalence of Year/Month/Day.
 DK6897
 DK6897.The orthometric height was determined by differential leveling and
 DK6897.adjusted in December 2008.
 DK6897
 DK6897.Photographs are available for this station.
 DK6897
 DK6897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6897
 DK6897.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6897
 DK6897.The ellipsoidal height was determined by GPS observations
 DK6897.and is referenced to NAD 83.
 DK6897
 DK6897.The dynamic height is computed by dividing the NAVD 88
 DK6897.geopotential number by the normal gravity value computed on the
 DK6897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6897.degrees latitude (g = 980.6199 gals.).
 DK6897
 DK6897.The modeled gravity was interpolated from observed gravity values.
 DK6897
 DK6897. The following values were computed from the NAD 83(2007) position.
 DK6897
 DK6897;                    North         East     Units Scale Factor Converg.
 DK6897;SPC MN S     -   181,755.641 1,020,009.122   MT  1.00001844   +1 54 48.5
 DK6897;SPC MN S     -   596,309.97  3,346,479.93   sFT  1.00001844   +1 54 48.5
 DK6897;UTM  15      - 4,840,309.211   639,385.600   MT  0.99983897   +1 11 43.5
 DK6897
 DK6897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6897!SPC MN S     -   0.99997336  x   1.00001844  =   0.99999180
 DK6897!UTM  15      -   0.99997336  x   0.99983897  =   0.99981234
 DK6897
 DK6897:                Primary Azimuth Mark                     Grid Az
 DK6897:SPC MN S     -  2802 AH                                  350 03 45.5
 DK6897:UTM  15      -  2802 AH                                  350 46 50.5
 DK6897
 DK6897|---------------------------------------------------------------------|
 DK6897| PID    Reference Object                     Distance      Geod. Az  |
 DK6897|                                                           dddmmss.s |
 DK6897| DK6896 2802 AH                             APPROX. 1.5 KM 3515834.0 |
 DK6897|---------------------------------------------------------------------|
 DK6897
 DK6897                          SUPERSEDED SURVEY CONTROL
 DK6897
 DK6897  NAVD 88 (09/09/09)  201.42   (m)          660.8    (f) LEVELING    3  
 DK6897
 DK6897.Superseded values are not recommended for survey control.
 DK6897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6897.See file dsdata.txt to determine how the superseded data were derived.
 DK6897
 DK6897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3938540309(NAD 83)
 DK6897
 DK6897_MARKER: DD = SURVEY DISK
 DK6897_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6897+WITH SETTING: INFORMATION.
 DK6897_STAMPING: 2802 AG 2006
 DK6897_MARK LOGO: MNDT  
 DK6897_PROJECTION: RECESSED 3 CENTIMETERS
 DK6897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6897+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 DK6897_ROD/PIPE-DEPTH:  2.7 meters
 DK6897
 DK6897  HISTORY     - Date     Condition        Report By
 DK6897  HISTORY     - 2006     MONUMENTED       MNDT
 DK6897  HISTORY     - 20080306 GOOD             MNDT
 DK6897  HISTORY     - 20120119 GOOD             AE
 DK6897
 DK6897                          STATION DESCRIPTION
 DK6897
 DK6897'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6897'1.0 MI (1.6 KM) NORTHEAST OF BROWNSVILLE, 0.60 MI (1.0 KM) NORTH ALONG
 DK6897'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6897'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 14.65,
 DK6897' 
 DK6897'48.0 FT (14.6 M) WEST OF WEST RAIL OF RAILROAD TRACKS, 26.5 FT (8.1 M)
 DK6897'EAST OF TRUNK HIGHWAY 26, 19.3 FT (5.9 M) SOUTH OF CAUTION UNDERGROUND
 DK6897'POWER SIGN, 1.0 MI (1.6 KM) WEST OF A WITNESS POST.
 DK6897' 
 DK6897'NOTE--ROD WAS DRIVEN TO REFUSAL.
 DK6897
 DK6897                          STATION RECOVERY (2008)
 DK6897
 DK6897'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6897'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6897'THE MARK IS 0.6 MILE NORTH ALONG TRUNK HIGHWAY 26 FROM THE JUNCTION OF
 DK6897'TRUNK HIGHWAY 26 AND COUNTY ROAD 3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26
 DK6897'MILEPOINT 14.65, 48.0 FEET WEST OF WEST RAIL OF RAILROAD, 26.5 FEET
 DK6897'EAST OF TRUNK HIGHWAY 26, 19.3 FEET SOUTH OF CAUTION UNDERGROUND POWER
 DK6897'SIGN, 1.0 FOOT WEST OF WITNESS POST.
 DK6897
 DK6897                          STATION RECOVERY (2012)
 DK6897
 DK6897'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012 (TS)
 DK6897'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6896 ***********************************************************************
 DK6896  DESIGNATION -  2802 AH
 DK6896  PID         -  DK6896
 DK6896  STATE/COUNTY-  MN/HOUSTON
 DK6896  COUNTRY     -  US
 DK6896  USGS QUAD   -  BROWNSVILLE (1980)
 DK6896
 DK6896                         *CURRENT SURVEY CONTROL
 DK6896  ______________________________________________________________________
 DK6896* NAD 83(2007) POSITION- 43 42 59.49810(N) 091 16 21.98763(W)   ADJUSTED  
 DK6896* NAD 83(2007) ELLIP HT-   169.797 (meters)        (09/09/09)   ADJUSTED
 DK6896* NAD 83(2007) EPOCH   -  2002.00
 DK6896* NAVD 88 ORTHO HEIGHT -   201.343  (meters)     660.57  (feet) ADJUSTED  
 DK6896  ______________________________________________________________________
 DK6896  NAD 83(2007) X  -   -102,563.457 (meters)                     COMP
 DK6896  NAD 83(2007) Y  - -4,616,283.032 (meters)                     COMP
 DK6896  NAD 83(2007) Z  -  4,385,498.234 (meters)                     COMP
 DK6896  LAPLACE CORR    -         -9.28  (seconds)                    DEFLEC09
 DK6896  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6896  DYNAMIC HEIGHT  -        201.307 (meters)      660.45  (feet) COMP
 DK6896  MODELED GRAVITY -    980,432.3   (mgal)                       NAVD 88
 DK6896
 DK6896  HORZ ORDER      -  FIRST
 DK6896  VERT ORDER      -  SECOND    CLASS I
 DK6896  ELLP ORDER      -  FOURTH    CLASS I
 DK6896
 DK6896.The horizontal coordinates were established by GPS observations
 DK6896.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6896
 DK6896.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6896.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6896
 DK6896.The horizontal coordinates are valid at the epoch date displayed above
 DK6896.which is a decimal equivalence of Year/Month/Day.
 DK6896
 DK6896.The orthometric height was determined by differential leveling and
 DK6896.adjusted in December 2008.
 DK6896
 DK6896.Photographs are available for this station.
 DK6896
 DK6896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6896
 DK6896.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6896
 DK6896.The ellipsoidal height was determined by GPS observations
 DK6896.and is referenced to NAD 83.
 DK6896
 DK6896.The dynamic height is computed by dividing the NAVD 88
 DK6896.geopotential number by the normal gravity value computed on the
 DK6896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6896.degrees latitude (g = 980.6199 gals.).
 DK6896
 DK6896.The modeled gravity was interpolated from observed gravity values.
 DK6896
 DK6896. The following values were computed from the NAD 83(2007) position.
 DK6896
 DK6896;                    North         East     Units Scale Factor Converg.
 DK6896;SPC MN S     -   183,281.986 1,019,741.707   MT  1.00001514   +1 54 41.7
 DK6896;SPC MN S     -   601,317.65  3,345,602.58   sFT  1.00001514   +1 54 41.7
 DK6896;UTM  15      - 4,841,838.514   639,137.374   MT  0.99983812   +1 11 37.9
 DK6896
 DK6896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6896!SPC MN S     -   0.99997337  x   1.00001514  =   0.99998851
 DK6896!UTM  15      -   0.99997337  x   0.99983812  =   0.99981150
 DK6896
 DK6896:                Primary Azimuth Mark                     Grid Az
 DK6896:SPC MN S     -  2802 AG                                  170 03 45.6
 DK6896:UTM  15      -  2802 AG                                  170 46 49.4
 DK6896
 DK6896|---------------------------------------------------------------------|
 DK6896| PID    Reference Object                     Distance      Geod. Az  |
 DK6896|                                                           dddmmss.s |
 DK6896| DK6897 2802 AG                             APPROX. 1.5 KM 1715827.3 |
 DK6896|---------------------------------------------------------------------|
 DK6896
 DK6896                          SUPERSEDED SURVEY CONTROL
 DK6896
 DK6896  NAVD 88 (09/09/09)  201.34   (m)          660.6    (f) LEVELING    3  
 DK6896
 DK6896.Superseded values are not recommended for survey control.
 DK6896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6896.See file dsdata.txt to determine how the superseded data were derived.
 DK6896
 DK6896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3913741838(NAD 83)
 DK6896
 DK6896_MARKER: DD = SURVEY DISK
 DK6896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6896_STAMPING: 2802 AH 2006
 DK6896_MARK LOGO: MNDT  
 DK6896_PROJECTION: FLUSH
 DK6896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6896+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2012
 DK6896_ROD/PIPE-DEPTH:  3.0 meters
 DK6896
 DK6896  HISTORY     - Date     Condition        Report By
 DK6896  HISTORY     - 2006     MONUMENTED       MNDT
 DK6896  HISTORY     - 20080306 GOOD             MNDT
 DK6896  HISTORY     - 20120119 GOOD             AE
 DK6896
 DK6896                          STATION DESCRIPTION
 DK6896
 DK6896'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6896'2.0 MI (3.2 KM) NORTH OF BROWNSVILLE, 1.60 MI (2.6 KM) NORTH ALONG
 DK6896'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6896'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 15.65, 48.2 FT (14.7
 DK6896'M) EAST-NORTHEAST OF TRUNK HIGHWAY 26, 9.0 FT (2.7 M) EAST-NORTHEAST
 DK6896'OF LAWRENCE LAKE LANE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DK6896
 DK6896                          STATION RECOVERY (2008)
 DK6896
 DK6896'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6896'THE MARK IS 2.0 MILES NORTH OF BROWNSVILLE, 1.6 MILES NORTH ALONG
 DK6896'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6896'3 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILEPOINT 15.65, 48.2 FEET
 DK6896'EAST-NORTHEAST OF TRUNK HIGHWAY 26, 9.0 FEET EAST-NORTHEAST OF
 DK6896'LAWRENCE LAKE LANE, 2.0 FEET WEST OF WITNESS POST.
 DK6896
 DK6896                          STATION RECOVERY (2012)
 DK6896
 DK6896'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2012 (TS)
 DK6896'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6884 ***********************************************************************
 DK6884  DESIGNATION -  2802 AJ
 DK6884  PID         -  DK6884
 DK6884  STATE/COUNTY-  MN/HOUSTON
 DK6884  COUNTRY     -  US
 DK6884  USGS QUAD   -  BROWNSVILLE (1980)
 DK6884
 DK6884                         *CURRENT SURVEY CONTROL
 DK6884  ______________________________________________________________________
 DK6884* NAD 83(2007) POSITION- 43 44 21.69930(N) 091 16 29.54368(W)   ADJUSTED  
 DK6884* NAD 83(2007) ELLIP HT-   169.807 (meters)        (09/09/09)   ADJUSTED
 DK6884* NAD 83(2007) EPOCH   -  2002.00
 DK6884* NAVD 88 ORTHO HEIGHT -   201.359  (meters)     660.63  (feet) ADJUSTED  
 DK6884  ______________________________________________________________________
 DK6884  NAD 83(2007) X  -   -102,693.547 (meters)                     COMP
 DK6884  NAD 83(2007) Y  - -4,614,526.018 (meters)                     COMP
 DK6884  NAD 83(2007) Z  -  4,387,331.587 (meters)                     COMP
 DK6884  LAPLACE CORR    -         -8.86  (seconds)                    DEFLEC09
 DK6884  GEOID HEIGHT    -        -31.56  (meters)                     GEOID09
 DK6884  DYNAMIC HEIGHT  -        201.323 (meters)      660.51  (feet) COMP
 DK6884  MODELED GRAVITY -    980,434.1   (mgal)                       NAVD 88
 DK6884
 DK6884  HORZ ORDER      -  FIRST
 DK6884  VERT ORDER      -  SECOND    CLASS I
 DK6884  ELLP ORDER      -  FOURTH    CLASS I
 DK6884
 DK6884.The horizontal coordinates were established by GPS observations
 DK6884.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6884
 DK6884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6884.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6884
 DK6884.The horizontal coordinates are valid at the epoch date displayed above
 DK6884.which is a decimal equivalence of Year/Month/Day.
 DK6884
 DK6884.The orthometric height was determined by differential leveling and
 DK6884.adjusted in December 2008.
 DK6884
 DK6884.Photographs are available for this station.
 DK6884
 DK6884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6884
 DK6884.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6884
 DK6884.The ellipsoidal height was determined by GPS observations
 DK6884.and is referenced to NAD 83.
 DK6884
 DK6884.The dynamic height is computed by dividing the NAVD 88
 DK6884.geopotential number by the normal gravity value computed on the
 DK6884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6884.degrees latitude (g = 980.6199 gals.).
 DK6884
 DK6884.The modeled gravity was interpolated from observed gravity values.
 DK6884
 DK6884. The following values were computed from the NAD 83(2007) position.
 DK6884
 DK6884;                    North         East     Units Scale Factor Converg.
 DK6884;SPC MN S     -   185,811.947 1,019,488.092   MT  1.00000982   +1 54 36.4
 DK6884;SPC MN S     -   609,618.03  3,344,770.52   sFT  1.00000982   +1 54 36.4
 DK6884;UTM  15      - 4,844,371.009   638,915.497   MT  0.99983736   +1 11 34.5
 DK6884
 DK6884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6884!SPC MN S     -   0.99997337  x   1.00000982  =   0.99998319
 DK6884!UTM  15      -   0.99997337  x   0.99983736  =   0.99981074
 DK6884
 DK6884                          SUPERSEDED SURVEY CONTROL
 DK6884
 DK6884  NAVD 88 (09/09/09)  201.36   (m)          660.6    (f) LEVELING    3  
 DK6884
 DK6884.Superseded values are not recommended for survey control.
 DK6884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6884.See file dsdata.txt to determine how the superseded data were derived.
 DK6884
 DK6884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3891544371(NAD 83)
 DK6884
 DK6884_MARKER: DD = SURVEY DISK
 DK6884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6884_STAMPING: 2802 AJ 2006
 DK6884_MARK LOGO: MNDT  
 DK6884_PROJECTION: FLUSH
 DK6884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6884+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DK6884_ROD/PIPE-DEPTH:  3.0 meters
 DK6884
 DK6884  HISTORY     - Date     Condition        Report By
 DK6884  HISTORY     - 2006     MONUMENTED       MNDT
 DK6884  HISTORY     - 20080306 GOOD             MNDT
 DK6884
 DK6884                          STATION DESCRIPTION
 DK6884
 DK6884'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6884'3.50 MI (5.6 KM) NORTH OF BROWNSVILLE, 3.20 MI (5.1 KM) NORTH ALONG
 DK6884'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6884'23 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT 17.2, 38.0 FT (11.6
 DK6884'M) NORTHEAST OF TRUNK HIGHWAY 26, 1.0 FT (0.3 M) WEST OF A WITNESS
 DK6884'POST.
 DK6884
 DK6884                          STATION RECOVERY (2008)
 DK6884
 DK6884'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6884'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6884'THE MARK IS 3.5 MILES NORTH OF BROWNSVILLE, 3.2 MILES NORTH ALONG
 DK6884'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND COUNTY ROAD
 DK6884'23 IN BROWNSVILLE, AT TRUNK HIGHWAY 26 MILEPOINT 17.2, 38.0 FEET
 DK6884'NORTHEAST OF TRUNK HIGHWAY 26, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6831 ***********************************************************************
 DK6831  DESIGNATION -  2802 D
 DK6831  PID         -  DK6831
 DK6831  STATE/COUNTY-  MN/HOUSTON
 DK6831  COUNTRY     -  US
 DK6831  USGS QUAD   -  RENO (1980)
 DK6831
 DK6831                         *CURRENT SURVEY CONTROL
 DK6831  ______________________________________________________________________
 DK6831* NAD 83(1986) POSITION- 43 32 23.4    (N) 091 16 54.5    (W)   HD_HELD2  
 DK6831* NAVD 88 ORTHO HEIGHT -   193.645  (meters)     635.32  (feet) ADJUSTED  
 DK6831  ______________________________________________________________________
 DK6831  GEOID HEIGHT    -        -31.36  (meters)                     GEOID09
 DK6831  DYNAMIC HEIGHT  -        193.608 (meters)      635.20  (feet) COMP
 DK6831  MODELED GRAVITY -    980,424.3   (mgal)                       NAVD 88
 DK6831
 DK6831  VERT ORDER      -  SECOND    CLASS I
 DK6831
 DK6831.The horizontal coordinates were established by autonomous hand held GPS
 DK6831.observations and have an estimated accuracy of +/- 10 meters.
 DK6831.
 DK6831.The orthometric height was determined by differential leveling and
 DK6831.adjusted in December 2008.
 DK6831
 DK6831.The dynamic height is computed by dividing the NAVD 88
 DK6831.geopotential number by the normal gravity value computed on the
 DK6831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6831.degrees latitude (g = 980.6199 gals.).
 DK6831
 DK6831.The modeled gravity was interpolated from observed gravity values.
 DK6831
 DK6831;                    North         East    Units  Estimated Accuracy
 DK6831;SPC MN S     -   163,636.    1,019,667.      MT  (+/- 10 meters HH2 GPS)
 DK6831
 DK6831                          SUPERSEDED SURVEY CONTROL
 DK6831
 DK6831.No superseded survey control is available for this station.
 DK6831
 DK6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3881622199(NAD 83)
 DK6831
 DK6831_MARKER: DB = BENCH MARK DISK
 DK6831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6831_SP_SET: BRIDGE ABUTMENT
 DK6831_STAMPING: 2802 D 1947
 DK6831_MARK LOGO: MNHD  
 DK6831_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6831+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DK6831
 DK6831  HISTORY     - Date     Condition        Report By
 DK6831  HISTORY     - 1947     MONUMENTED       MNHD
 DK6831  HISTORY     - 20070228 GOOD             MNDT
 DK6831
 DK6831                          STATION DESCRIPTION
 DK6831
 DK6831'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DK6831'1.7 MI (2.7 KM) NORTH OF JEFFERSON, IN SOUTHWEST CORNER OF SOUTH
 DK6831'ABUTMENT OF RAILROAD BRIDGE, AT TRUNK HIGHWAY 26 MILE POINT 2.80, 110
 DK6831'FT (33.5 M) EAST OF TRUNK HIGHWAY 26, 50 FT (15.2 M) NORTH OF RAILROAD
 DK6831'MILEPOST 139, 7 FT (2.1 M) WEST OF WEST RAIL OF RAILROAD TRACKS, 120
 DK6831'FT (36.6 M) NORTH OF MILLSTONE LANDING ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5050 ***********************************************************************
 AC5050  DESIGNATION -  2802 K
 AC5050  PID         -  AC5050
 AC5050  STATE/COUNTY-  MN/HOUSTON
 AC5050  COUNTRY     -  US
 AC5050  USGS QUAD   -  RENO (1980)
 AC5050
 AC5050                         *CURRENT SURVEY CONTROL
 AC5050  ______________________________________________________________________
 AC5050* NAD 83(2007) POSITION- 43 35 22.38882(N) 091 16 46.71886(W)   NO CHECK  
 AC5050* NAD 83(2007) ELLIP HT-   165.111 (meters)        (02/10/07)   NO CHECK
 AC5050* NAD 83(2007) EPOCH   -  2002.00
 AC5050* NAVD 88 ORTHO HEIGHT -   196.526  (meters)     644.77  (feet) ADJUSTED  
 AC5050  ______________________________________________________________________
 AC5050  NAD 83(2007) X  -   -103,334.358 (meters)                     COMP
 AC5050  NAD 83(2007) Y  - -4,626,003.464 (meters)                     COMP
 AC5050  NAD 83(2007) Z  -  4,375,287.420 (meters)                     COMP
 AC5050  LAPLACE CORR    -         -7.96  (seconds)                    DEFLEC09
 AC5050  GEOID HEIGHT    -        -31.40  (meters)                     GEOID09
 AC5050  DYNAMIC HEIGHT  -        196.489 (meters)      644.65  (feet) COMP
 AC5050  MODELED GRAVITY -    980,427.6   (mgal)                       NAVD 88
 AC5050
 AC5050  VERT ORDER      -  SECOND    CLASS I
 AC5050
 AC5050  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC5050  Type                                         Horiz  Ellip  Dist(km)
 AC5050  -------------------------------------------------------------------
 AC5050  NETWORK                                       1.38   3.74
 AC5050  -------------------------------------------------------------------
 AC5050  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.41   3.76     10.38
 AC5050  -------------------------------------------------------------------
 AC5050  NOTE: Click here for information on individual local accuracy
 AC5050  values and other accuracy information.
 AC5050
 AC5050
 AC5050.The horizontal coordinates were established by GPS observations
 AC5050.and adjusted by the National Geodetic Survey in February 2007.
 AC5050
 AC5050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC5050.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC5050
 AC5050.The horizontal coordinates are valid at the epoch date displayed above
 AC5050.which is a decimal equivalence of Year/Month/Day.
 AC5050
 AC5050.No horizontal observational check was made to the station.
 AC5050.
 AC5050.The orthometric height was determined by differential leveling and
 AC5050.adjusted in December 2008.
 AC5050
 AC5050.Photographs are available for this station.
 AC5050
 AC5050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5050
 AC5050.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC5050
 AC5050.The ellipsoidal height was determined by GPS observations
 AC5050.and is referenced to NAD 83.
 AC5050
 AC5050.The dynamic height is computed by dividing the NAVD 88
 AC5050.geopotential number by the normal gravity value computed on the
 AC5050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5050.degrees latitude (g = 980.6199 gals.).
 AC5050
 AC5050.The modeled gravity was interpolated from observed gravity values.
 AC5050
 AC5050. The following values were computed from the NAD 83(2007) position.
 AC5050
 AC5050;                    North         East     Units Scale Factor Converg.
 AC5050;SPC MN S     -   169,163.322 1,019,657.811   MT  1.00004761   +1 54 24.4
 AC5050;SPC MN S     -   554,996.67  3,345,327.33   sFT  1.00004761   +1 54 24.4
 AC5050;UTM  15      - 4,827,724.743   638,876.348   MT  0.99983723   +1 11 10.9
 AC5050
 AC5050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5050!SPC MN S     -   0.99997411  x   1.00004761  =   1.00002172
 AC5050!UTM  15      -   0.99997411  x   0.99983723  =   0.99981134
 AC5050
 AC5050                          SUPERSEDED SURVEY CONTROL
 AC5050
 AC5050  NAD 83(1996)-  43 35 22.38822(N)    091 16 46.71813(W) AD(       ) 1
 AC5050  ELLIP H (01/15/97)  165.173  (m)                       GP(       ) 4 2
 AC5050  NAVD 88 (09/09/09)  196.53   (m)          644.8    (f) LEVELING    3  
 AC5050  NAVD 88 (01/15/97)  196.5    (m)  GEOID96 model used   GPS OBS        
 AC5050
 AC5050.Superseded values are not recommended for survey control.
 AC5050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5050.See file dsdata.txt to determine how the superseded data were derived.
 AC5050
 AC5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3887627724(NAD 83)
 AC5050
 AC5050_MARKER: DB = BENCH MARK DISK
 AC5050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5050_SP_SET: BRIDGE RAILING
 AC5050_STAMPING: 2802 K 1995
 AC5050_MARK LOGO: MNDT  
 AC5050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5050+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2008
 AC5050
 AC5050  HISTORY     - Date     Condition        Report By
 AC5050  HISTORY     - 1995     MONUMENTED       MNDT
 AC5050  HISTORY     - 19960315 GOOD             MN-055
 AC5050  HISTORY     - 20070214 GOOD             MNDT
 AC5050  HISTORY     - 20080228 GOOD             MNDT
 AC5050  HISTORY     - 20090726 GOOD             GEOCAC
 AC5050
 AC5050                          STATION DESCRIPTION
 AC5050
 AC5050'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5050'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 1
 AC5050'MI (1.6 KM) SOUTH OF THE TOWN OF RENO IN THE SE 1/4 OF SECTION 35,
 AC5050'T102N, R4W.  THE MARK IS AT THE JCT OF TH 26 AND CO RD 249, IN THE
 AC5050'SOUTH END OF THE EAST CONC RAILING OF TH 26 BRDG NO 5807 OVER THE
 AC5050'CROOKED CREEK.  RECOVERED AND DESCRIBED BY TAMMY A.  MAUSS, CHECKED BY
 AC5050'J.E.M.
 AC5050
 AC5050                          STATION RECOVERY (2007)
 AC5050
 AC5050'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JLM)
 AC5050'0.9 MI (1.4 KM) SOUTH OF RENO, AT THE JUNCTION OF TRUNK HIGHWAY 26 AND
 AC5050'COUNTY ROAD 249, IN SOUTH END OF EAST CONCRETE RAILING OF TRUNK
 AC5050'HIGHWAY 26 BRIDGE 5807 OVER CROOKED CREEK, 17 FT (5.2 M) EAST OF TRUNK
 AC5050'HIGHWAY 26 STATION 330+.
 AC5050
 AC5050                          STATION RECOVERY (2008)
 AC5050
 AC5050'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 AC5050'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5050'THE MARK IS 0.9 MILE SOUTH OF RENO, AT JUNCTION OF TRUNK HIGHWAY 26
 AC5050'AND COUNTY ROAD 249, IN SOUTH END OF EAST CONCRETE RAILING OF TRUNK
 AC5050'HIGHWAY 26 BRIDGE 5807 OVER CROOKED CREEK, 17 FEET EAST OF TRUNK
 AC5050'HIGHWAY 26 STATION 330.
 AC5050
 AC5050                          STATION RECOVERY (2009)
 AC5050
 AC5050'RECOVERY NOTE BY GEOCACHING 2009 (WS)
 AC5050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6815 ***********************************************************************
 DK6815  DESIGNATION -  2802 M
 DK6815  PID         -  DK6815
 DK6815  STATE/COUNTY-  MN/HOUSTON
 DK6815  COUNTRY     -  US
 DK6815  USGS QUAD   -  LA CRESCENT (1991)
 DK6815
 DK6815                         *CURRENT SURVEY CONTROL
 DK6815  ______________________________________________________________________
 DK6815* NAD 83(1986) POSITION- 43 46 17.8    (N) 091 17 44.4    (W)   HD_HELD2  
 DK6815* NAVD 88 ORTHO HEIGHT -   197.475  (meters)     647.88  (feet) ADJUSTED  
 DK6815  ______________________________________________________________________
 DK6815  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6815  DYNAMIC HEIGHT  -        197.440 (meters)      647.77  (feet) COMP
 DK6815  MODELED GRAVITY -    980,438.0   (mgal)                       NAVD 88
 DK6815
 DK6815  VERT ORDER      -  SECOND    CLASS I
 DK6815
 DK6815.The horizontal coordinates were established by autonomous hand held GPS
 DK6815.observations and have an estimated accuracy of +/- 10 meters.
 DK6815.
 DK6815.The orthometric height was determined by differential leveling and
 DK6815.adjusted in December 2008.
 DK6815
 DK6815.The dynamic height is computed by dividing the NAVD 88
 DK6815.geopotential number by the normal gravity value computed on the
 DK6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6815.degrees latitude (g = 980.6199 gals.).
 DK6815
 DK6815.The modeled gravity was interpolated from observed gravity values.
 DK6815
 DK6815;                    North         East    Units  Estimated Accuracy
 DK6815;SPC MN S     -   189,338.    1,017,695.      MT  (+/- 10 meters HH2 GPS)
 DK6815
 DK6815                          SUPERSEDED SURVEY CONTROL
 DK6815
 DK6815.No superseded survey control is available for this station.
 DK6815
 DK6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3716747918(NAD 83)
 DK6815
 DK6815_MARKER: DV = VERTICAL CONTROL DISK
 DK6815_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6815_SP_SET: BRIDGE RAILING
 DK6815_STAMPING: 2802 M 1998
 DK6815_MARK LOGO: MNDT  
 DK6815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6815+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6815
 DK6815  HISTORY     - Date     Condition        Report By
 DK6815  HISTORY     - 1998     MONUMENTED       MNDT
 DK6815  HISTORY     - 20070122 GOOD             MNDT
 DK6815
 DK6815                          STATION DESCRIPTION
 DK6815
 DK6815'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6815'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1.5 MI (2.4 KM) SOUTH ON TRUNK
 DK6815'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6815'AT TRUNK HIGHWAY 26 MILE POINT 20.0, ON TOP OF BRIDGE RAIL AT
 DK6815'SOUTHEAST CORNER TRUNK HIGHWAY 26 BRIDGE OVER BACKWATER, CONSTRUCTION
 DK6815'ELEVATION 647.93 FEET (NGVD29), (ORIGINAL DESIGNATION WAS BRIDGE 28021
 DK6815'SE).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6883 ***********************************************************************
 DK6883  DESIGNATION -  2802 N
 DK6883  PID         -  DK6883
 DK6883  STATE/COUNTY-  MN/HOUSTON
 DK6883  COUNTRY     -  US
 DK6883  USGS QUAD   -  BROWNSVILLE (1980)
 DK6883
 DK6883                         *CURRENT SURVEY CONTROL
 DK6883  ______________________________________________________________________
 DK6883* NAD 83(1986) POSITION- 43 44 49.4    (N) 091 16 51.6    (W)   HD_HELD2  
 DK6883* NAVD 88 ORTHO HEIGHT -   198.794  (meters)     652.21  (feet) ADJUSTED  
 DK6883  ______________________________________________________________________
 DK6883  GEOID HEIGHT    -        -31.55  (meters)                     GEOID09
 DK6883  DYNAMIC HEIGHT  -        198.758 (meters)      652.09  (feet) COMP
 DK6883  MODELED GRAVITY -    980,435.2   (mgal)                       NAVD 88
 DK6883
 DK6883  VERT ORDER      -  SECOND    CLASS I
 DK6883
 DK6883.The horizontal coordinates were established by autonomous hand held GPS
 DK6883.observations and have an estimated accuracy of +/- 10 meters.
 DK6883.
 DK6883.The orthometric height was determined by differential leveling and
 DK6883.adjusted in December 2008.
 DK6883
 DK6883.The dynamic height is computed by dividing the NAVD 88
 DK6883.geopotential number by the normal gravity value computed on the
 DK6883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6883.degrees latitude (g = 980.6199 gals.).
 DK6883
 DK6883.The modeled gravity was interpolated from observed gravity values.
 DK6883
 DK6883;                    North         East    Units  Estimated Accuracy
 DK6883;SPC MN S     -   186,650.    1,018,966.      MT  (+/- 10 meters HH2 GPS)
 DK6883
 DK6883                          SUPERSEDED SURVEY CONTROL
 DK6883
 DK6883.No superseded survey control is available for this station.
 DK6883
 DK6883_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3840445215(NAD 83)
 DK6883
 DK6883_MARKER: DB = BENCH MARK DISK
 DK6883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6883_SP_SET: BOX CULVERT HEADWALL
 DK6883_STAMPING: 2802 N 1998
 DK6883_MARK LOGO: MNHD  
 DK6883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6883+STABILITY: SURFACE MOTION
 DK6883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6883+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6883
 DK6883  HISTORY     - Date     Condition        Report By
 DK6883  HISTORY     - 1956     MONUMENTED       MNHD
 DK6883  HISTORY     - 20070122 GOOD             MNDT
 DK6883
 DK6883                          STATION DESCRIPTION
 DK6883
 DK6883'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6883'3.9 MI (6.3 KM) NORTH OF BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT
 DK6883'18.04, IN SOUTHEAST CORNER OF EAST HEADWALL OF BOX CULVERT, 3.93 MI
 DK6883'(6.3 KM) NORTH ALONG TRUNK HIGHWAY 26 FROM THE JUNCTION OF COUNTY
 DK6883'STATE AID HIGHWAY 3 AND TRUNK HIGHWAY 26 IN BROWNSVILLE, 27.6 FT (8.4
 DK6883'M) EAST OF TRUNK HIGHWAY 26, STATION 182+05.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6885 ***********************************************************************
 DK6885  DESIGNATION -  2802 P
 DK6885  PID         -  DK6885
 DK6885  STATE/COUNTY-  MN/HOUSTON
 DK6885  COUNTRY     -  US
 DK6885  USGS QUAD   -  BROWNSVILLE (1980)
 DK6885
 DK6885                         *CURRENT SURVEY CONTROL
 DK6885  ______________________________________________________________________
 DK6885* NAD 83(1986) POSITION- 43 43 31.     (N) 091 16 27.     (W)   SCALED    
 DK6885* NAVD 88 ORTHO HEIGHT -   195.978  (meters)     642.97  (feet) ADJUSTED  
 DK6885  ______________________________________________________________________
 DK6885  GEOID HEIGHT    -        -31.55  (meters)                     GEOID09
 DK6885  DYNAMIC HEIGHT  -        195.942 (meters)      642.85  (feet) COMP
 DK6885  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 DK6885
 DK6885  VERT ORDER      -  SECOND    CLASS I
 DK6885
 DK6885.The horizontal coordinates were scaled from a topographic map and have
 DK6885.an estimated accuracy of +/- 6 seconds.
 DK6885.
 DK6885.The orthometric height was determined by differential leveling and
 DK6885.adjusted in December 2008.
 DK6885
 DK6885.The dynamic height is computed by dividing the NAVD 88
 DK6885.geopotential number by the normal gravity value computed on the
 DK6885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6885.degrees latitude (g = 980.6199 gals.).
 DK6885
 DK6885.The modeled gravity was interpolated from observed gravity values.
 DK6885
 DK6885;                    North         East    Units  Estimated Accuracy
 DK6885;SPC MN S     -   184,250.    1,019,600.      MT  (+/- 180 meters Scaled)
 DK6885
 DK6885                          SUPERSEDED SURVEY CONTROL
 DK6885
 DK6885.No superseded survey control is available for this station.
 DK6885
 DK6885_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ390428(NAD 83)
 DK6885
 DK6885_MARKER: DB = BENCH MARK DISK
 DK6885_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK6885_SP_SET: BOX CULVERT HEADWALL
 DK6885_STAMPING: 2802 P
 DK6885_MARK LOGO: MNHD  
 DK6885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6885+STABILITY: SURFACE MOTION
 DK6885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6885+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6885
 DK6885  HISTORY     - Date     Condition        Report By
 DK6885  HISTORY     - 1956     MONUMENTED       MNHD
 DK6885  HISTORY     - 20070122 GOOD             MNDT
 DK6885
 DK6885                          STATION DESCRIPTION
 DK6885
 DK6885'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6885'2.1 MI (3.4 KM) NORTH OF BROWNSVILLE, AT TRUNK HIGHWAY 26 MILE POINT
 DK6885'16.26, IN SOUTHEAST CORNER OF EAST HEADWALL OF BOX CULVERT, 2.15 MI
 DK6885'(3.5 KM) NORTH ALONG TRUNK HIGHWAY 26 FROM THE JUNCTION OF COUNTY
 DK6885'STATE AID HIGHWAY 3 AND TRUNK HIGHWAY 26 IN BROWNSVILLE, STATION
 DK6885'269+36, 250 FT (76.2 M) NORTH OF SWAN VIEW LANE, EAST OF TRUNK HIGHWAY
 DK6885'26.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6814 ***********************************************************************
 DK6814  DESIGNATION -  2802 R
 DK6814  PID         -  DK6814
 DK6814  STATE/COUNTY-  MN/HOUSTON
 DK6814  COUNTRY     -  US
 DK6814  USGS QUAD   -  LA CRESCENT (1991)
 DK6814
 DK6814                         *CURRENT SURVEY CONTROL
 DK6814  ______________________________________________________________________
 DK6814* NAD 83(1986) POSITION- 43 46 19.2    (N) 091 17 44.9    (W)   HD_HELD2  
 DK6814* NAVD 88 ORTHO HEIGHT -   196.979  (meters)     646.26  (feet) ADJUSTED  
 DK6814  ______________________________________________________________________
 DK6814  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6814  DYNAMIC HEIGHT  -        196.944 (meters)      646.14  (feet) COMP
 DK6814  MODELED GRAVITY -    980,438.1   (mgal)                       NAVD 88
 DK6814
 DK6814  VERT ORDER      -  SECOND    CLASS I
 DK6814
 DK6814.The horizontal coordinates were established by autonomous hand held GPS
 DK6814.observations and have an estimated accuracy of +/- 10 meters.
 DK6814.
 DK6814.The orthometric height was determined by differential leveling and
 DK6814.adjusted in December 2008.
 DK6814
 DK6814.The dynamic height is computed by dividing the NAVD 88
 DK6814.geopotential number by the normal gravity value computed on the
 DK6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6814.degrees latitude (g = 980.6199 gals.).
 DK6814
 DK6814.The modeled gravity was interpolated from observed gravity values.
 DK6814
 DK6814;                    North         East    Units  Estimated Accuracy
 DK6814;SPC MN S     -   189,380.    1,017,683.      MT  (+/- 10 meters HH2 GPS)
 DK6814
 DK6814                          SUPERSEDED SURVEY CONTROL
 DK6814
 DK6814.No superseded survey control is available for this station.
 DK6814
 DK6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3715547961(NAD 83)
 DK6814
 DK6814_MARKER: DV = VERTICAL CONTROL DISK
 DK6814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6814_SP_SET: BRIDGE RAILING
 DK6814_STAMPING: 2802 R 1998
 DK6814_MARK LOGO: MNDT  
 DK6814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6814+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6814
 DK6814  HISTORY     - Date     Condition        Report By
 DK6814  HISTORY     - 1998     MONUMENTED       MNDT
 DK6814  HISTORY     - 20070122 GOOD             MNDT
 DK6814
 DK6814                          STATION DESCRIPTION
 DK6814
 DK6814'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6814'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1.5 MI (2.4 KM) SOUTH ON TRUNK
 DK6814'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6814'AT TRUNK HIGHWAY 26 MILE POINT 20.05, ON TOP OF BRIDGE RAIL AT
 DK6814'NORTHEAST CORNER TRUNK HIGHWAY 26 BRIDGE OVER BACKWATER, CONSTRUCTION
 DK6814'ELEVATION 646.29 FEET (NGVD29), (ORIGINAL DESIGNATION WAS BRIDGE 28021
 DK6814'NE).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6813 ***********************************************************************
 DK6813  DESIGNATION -  2802 S
 DK6813  PID         -  DK6813
 DK6813  STATE/COUNTY-  MN/HOUSTON
 DK6813  COUNTRY     -  US
 DK6813  USGS QUAD   -  LA CRESCENT (1991)
 DK6813
 DK6813                         *CURRENT SURVEY CONTROL
 DK6813  ______________________________________________________________________
 DK6813* NAD 83(1986) POSITION- 43 46 35.0    (N) 091 17 51.1    (W)   HD_HELD2  
 DK6813* NAVD 88 ORTHO HEIGHT -   200.085  (meters)     656.45  (feet) ADJUSTED  
 DK6813  ______________________________________________________________________
 DK6813  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6813  DYNAMIC HEIGHT  -        200.049 (meters)      656.33  (feet) COMP
 DK6813  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DK6813
 DK6813  VERT ORDER      -  SECOND    CLASS I
 DK6813
 DK6813.The horizontal coordinates were established by autonomous hand held GPS
 DK6813.observations and have an estimated accuracy of +/- 10 meters.
 DK6813.
 DK6813.The orthometric height was determined by differential leveling and
 DK6813.adjusted in December 2008.
 DK6813
 DK6813.The dynamic height is computed by dividing the NAVD 88
 DK6813.geopotential number by the normal gravity value computed on the
 DK6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6813.degrees latitude (g = 980.6199 gals.).
 DK6813
 DK6813.The modeled gravity was interpolated from observed gravity values.
 DK6813
 DK6813;                    North         East    Units  Estimated Accuracy
 DK6813;SPC MN S     -   189,863.    1,017,528.      MT  (+/- 10 meters HH2 GPS)
 DK6813
 DK6813                          SUPERSEDED SURVEY CONTROL
 DK6813
 DK6813.No superseded survey control is available for this station.
 DK6813
 DK6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3700648445(NAD 83)
 DK6813
 DK6813_MARKER: DD = SURVEY DISK
 DK6813_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6813_SP_SET: BRIDGE RAILING
 DK6813_STAMPING: 2802 S 1998
 DK6813_MARK LOGO: MNDT  
 DK6813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6813+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6813
 DK6813  HISTORY     - Date     Condition        Report By
 DK6813  HISTORY     - 1998     MONUMENTED       MNDT
 DK6813  HISTORY     - 20070122 GOOD             MNDT
 DK6813
 DK6813                          STATION DESCRIPTION
 DK6813
 DK6813'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6813'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1 MI (1.6 KM) SOUTH ON TRUNK
 DK6813'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6813'AT TRUNK HIGHWAY 26 MILE POINT 20.30, ON TOP OF BRIDGE RAIL AT
 DK6813'SOUTHEAST CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER ROOT RIVER,
 DK6813'CONSTRUCTION ELEVATION 656.57 FEET (NGVD29), (ORIGINAL DESIGNATION WAS
 DK6813'BRIDGE 28004 SE).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6812 ***********************************************************************
 DK6812  DESIGNATION -  2802 T
 DK6812  PID         -  DK6812
 DK6812  STATE/COUNTY-  MN/HOUSTON
 DK6812  COUNTRY     -  US
 DK6812  USGS QUAD   -  LA CRESCENT (1991)
 DK6812
 DK6812                         *CURRENT SURVEY CONTROL
 DK6812  ______________________________________________________________________
 DK6812* NAD 83(1986) POSITION- 43 46 37.4    (N) 091 17 52.3    (W)   HD_HELD2  
 DK6812* NAVD 88 ORTHO HEIGHT -   200.114  (meters)     656.54  (feet) ADJUSTED  
 DK6812  ______________________________________________________________________
 DK6812  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6812  DYNAMIC HEIGHT  -        200.079 (meters)      656.43  (feet) COMP
 DK6812  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DK6812
 DK6812  VERT ORDER      -  SECOND    CLASS I
 DK6812
 DK6812.The horizontal coordinates were established by autonomous hand held GPS
 DK6812.observations and have an estimated accuracy of +/- 10 meters.
 DK6812.
 DK6812.The orthometric height was determined by differential leveling and
 DK6812.adjusted in December 2008.
 DK6812
 DK6812.The dynamic height is computed by dividing the NAVD 88
 DK6812.geopotential number by the normal gravity value computed on the
 DK6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6812.degrees latitude (g = 980.6199 gals.).
 DK6812
 DK6812.The modeled gravity was interpolated from observed gravity values.
 DK6812
 DK6812;                    North         East    Units  Estimated Accuracy
 DK6812;SPC MN S     -   189,936.    1,017,499.      MT  (+/- 10 meters HH2 GPS)
 DK6812
 DK6812                          SUPERSEDED SURVEY CONTROL
 DK6812
 DK6812.No superseded survey control is available for this station.
 DK6812
 DK6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3697848519(NAD 83)
 DK6812
 DK6812_MARKER: DD = SURVEY DISK
 DK6812_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6812_SP_SET: BRIDGE RAILING
 DK6812_STAMPING: 2802 T 1998
 DK6812_MARK LOGO: MNDT  
 DK6812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6812+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2007
 DK6812
 DK6812  HISTORY     - Date     Condition        Report By
 DK6812  HISTORY     - 1998     MONUMENTED       MNDT
 DK6812  HISTORY     - 20070122 GOOD             MNDT
 DK6812
 DK6812                          STATION DESCRIPTION
 DK6812
 DK6812'DESCRIBED BY MN DEPT OF TRANSP 2007 (JMS)
 DK6812'3 MI (4.8 KM) SOUTH OF LA CRESCENT, 1 MI (1.6 KM) SOUTH ON TRUNK
 DK6812'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6812'AT TRUNK HIGHWAY 26 MILE POINT 20.35, ON TOP OF BRIDGE RAIL AT
 DK6812'NORTHEAST CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER ROOT RIVER,
 DK6812'CONSTRUCTION ELEVATION 656.66 FEET (NGVD29), (ORIGINAL DESIGNATION
 DK6812'BRIDGE 28004 NE).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6811 ***********************************************************************
 DK6811  DESIGNATION -  2802 U
 DK6811  PID         -  DK6811
 DK6811  STATE/COUNTY-  MN/HOUSTON
 DK6811  COUNTRY     -  US
 DK6811  USGS QUAD   -  LA CRESCENT (1991)
 DK6811
 DK6811                         *CURRENT SURVEY CONTROL
 DK6811  ______________________________________________________________________
 DK6811* NAD 83(1986) POSITION- 43 47 21.7    (N) 091 18 08.7    (W)   HD_HELD2  
 DK6811* NAVD 88 ORTHO HEIGHT -   197.846  (meters)     649.10  (feet) ADJUSTED  
 DK6811  ______________________________________________________________________
 DK6811  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6811  DYNAMIC HEIGHT  -        197.811 (meters)      648.98  (feet) COMP
 DK6811  MODELED GRAVITY -    980,439.8   (mgal)                       NAVD 88
 DK6811
 DK6811  VERT ORDER      -  SECOND    CLASS I
 DK6811
 DK6811.The horizontal coordinates were established by autonomous hand held GPS
 DK6811.observations and have an estimated accuracy of +/- 10 meters.
 DK6811.
 DK6811.The orthometric height was determined by differential leveling and
 DK6811.adjusted in December 2008.
 DK6811
 DK6811.The dynamic height is computed by dividing the NAVD 88
 DK6811.geopotential number by the normal gravity value computed on the
 DK6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6811.degrees latitude (g = 980.6199 gals.).
 DK6811
 DK6811.The modeled gravity was interpolated from observed gravity values.
 DK6811
 DK6811;                    North         East    Units  Estimated Accuracy
 DK6811;SPC MN S     -   191,291.    1,017,087.      MT  (+/- 10 meters HH2 GPS)
 DK6811
 DK6811                          SUPERSEDED SURVEY CONTROL
 DK6811
 DK6811.No superseded survey control is available for this station.
 DK6811
 DK6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3658349878(NAD 83)
 DK6811
 DK6811_MARKER: DD = SURVEY DISK
 DK6811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6811_SP_SET: BRIDGE RAILING
 DK6811_STAMPING: 2802 U 1998
 DK6811_MARK LOGO: MNDT  
 DK6811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6811+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6811
 DK6811  HISTORY     - Date     Condition        Report By
 DK6811  HISTORY     - 1998     MONUMENTED       MNDT
 DK6811  HISTORY     - 20070109 GOOD             MNDT
 DK6811
 DK6811                          STATION DESCRIPTION
 DK6811
 DK6811'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6811'2 MI (3.2 KM) SOUTH OF LA CRESCENT, 800 FT (243.8 M) SOUTH ON TRUNK
 DK6811'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6811'AT TRUNK HIGHWAY 26 MILE POINT 21.25, ON TOP OF BRIDGE RAIL AT
 DK6811'SOUTHEAST CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER MILLERS CORNER
 DK6811'BACKWATER, CONSTRUCTION ELEVATION 649.26 FEET (NGVD29), (ORIGINAL
 DK6811'DESIGNATION WAS BRIDGE 28019 SE).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6801 ***********************************************************************
 DK6801  DESIGNATION -  2802 V
 DK6801  PID         -  DK6801
 DK6801  STATE/COUNTY-  MN/HOUSTON
 DK6801  COUNTRY     -  US
 DK6801  USGS QUAD   -  LA CRESCENT (1991)
 DK6801
 DK6801                         *CURRENT SURVEY CONTROL
 DK6801  ______________________________________________________________________
 DK6801* NAD 83(1986) POSITION- 43 47 27.     (N) 091 18 09.     (W)   SCALED    
 DK6801* NAVD 88 ORTHO HEIGHT -   198.798  (meters)     652.22  (feet) ADJUSTED  
 DK6801  ______________________________________________________________________
 DK6801  GEOID HEIGHT    -        -31.54  (meters)                     GEOID09
 DK6801  DYNAMIC HEIGHT  -        198.764 (meters)      652.11  (feet) COMP
 DK6801  MODELED GRAVITY -    980,440.0   (mgal)                       NAVD 88
 DK6801
 DK6801  VERT ORDER      -  SECOND    CLASS I
 DK6801
 DK6801.The horizontal coordinates were scaled from a topographic map and have
 DK6801.an estimated accuracy of +/- 6 seconds.
 DK6801.
 DK6801.The orthometric height was determined by differential leveling and
 DK6801.adjusted in December 2008.
 DK6801
 DK6801.The dynamic height is computed by dividing the NAVD 88
 DK6801.geopotential number by the normal gravity value computed on the
 DK6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6801.degrees latitude (g = 980.6199 gals.).
 DK6801
 DK6801.The modeled gravity was interpolated from observed gravity values.
 DK6801
 DK6801;                    North         East    Units  Estimated Accuracy
 DK6801;SPC MN S     -   191,450.    1,017,080.      MT  (+/- 180 meters Scaled)
 DK6801
 DK6801                          SUPERSEDED SURVEY CONTROL
 DK6801
 DK6801.No superseded survey control is available for this station.
 DK6801
 DK6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ365500(NAD 83)
 DK6801
 DK6801_MARKER: DV = VERTICAL CONTROL DISK
 DK6801_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6801_SP_SET: BRIDGE RAILING
 DK6801_STAMPING: 2802 V 1998
 DK6801_MARK LOGO: MNDT  
 DK6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6801+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2007
 DK6801
 DK6801  HISTORY     - Date     Condition        Report By
 DK6801  HISTORY     - 1998     MONUMENTED       MNDT
 DK6801  HISTORY     - 20070109 GOOD             MNDT
 DK6801
 DK6801                          STATION DESCRIPTION
 DK6801
 DK6801'DESCRIBED BY MN DEPT OF TRANSP 2007 (JLM)
 DK6801'2 MI (3.2 KM) SOUTH OF LA CRESCENT, 400 FT (121.9 M) SOUTH ON TRUNK
 DK6801'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 26,
 DK6801'AT TRUNK HIGHWAY 26 MILE POINT 21.30, ON TOP OF BRIDGE RAIL, NORTHEAST
 DK6801'CORNER OF TRUNK HIGHWAY 26 BRIDGE OVER MILLERS CORNER BACKWATER,
 DK6801'CONSTRUCTION ELEVATION 652.39 FEET (NGVD29), ORIGINAL DESIGNATION WAS
 DK6801'BRIDGE 28019 NE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6834 ***********************************************************************
 DK6834  DESIGNATION -  2802 W
 DK6834  PID         -  DK6834
 DK6834  STATE/COUNTY-  MN/HOUSTON
 DK6834  COUNTRY     -  US
 DK6834  USGS QUAD   -  RENO (1980)
 DK6834
 DK6834                         *CURRENT SURVEY CONTROL
 DK6834  ______________________________________________________________________
 DK6834* NAD 83(1986) POSITION- 43 30 11.4    (N) 091 16 58.6    (W)   HD_HELD2  
 DK6834* NAVD 88 ORTHO HEIGHT -   195.953  (meters)     642.89  (feet) ADJUSTED  
 DK6834  ______________________________________________________________________
 DK6834  GEOID HEIGHT    -        -31.33  (meters)                     GEOID09
 DK6834  DYNAMIC HEIGHT  -        195.915 (meters)      642.76  (feet) COMP
 DK6834  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 DK6834
 DK6834  VERT ORDER      -  SECOND    CLASS I
 DK6834
 DK6834.The horizontal coordinates were established by autonomous hand held GPS
 DK6834.observations and have an estimated accuracy of +/- 10 meters.
 DK6834.
 DK6834.The orthometric height was determined by differential leveling and
 DK6834.adjusted in December 2008.
 DK6834
 DK6834.The dynamic height is computed by dividing the NAVD 88
 DK6834.geopotential number by the normal gravity value computed on the
 DK6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6834.degrees latitude (g = 980.6199 gals.).
 DK6834
 DK6834.The modeled gravity was interpolated from observed gravity values.
 DK6834
 DK6834;                    North         East    Units  Estimated Accuracy
 DK6834;SPC MN S     -   159,561.    1,019,710.      MT  (+/- 10 meters HH2 GPS)
 DK6834
 DK6834                          SUPERSEDED SURVEY CONTROL
 DK6834
 DK6834.No superseded survey control is available for this station.
 DK6834
 DK6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3880818125(NAD 83)
 DK6834
 DK6834_MARKER: DB = BENCH MARK DISK
 DK6834_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK6834_SP_SET: BRIDGE ABUTMENT
 DK6834_STAMPING: 2802 W 2006
 DK6834_MARK LOGO: MNHD  
 DK6834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6834+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DK6834
 DK6834  HISTORY     - Date     Condition        Report By
 DK6834  HISTORY     - 20060724 MONUMENTED       MNHD
 DK6834  HISTORY     - 20070228 GOOD             MNDT
 DK6834
 DK6834                          STATION DESCRIPTION
 DK6834
 DK6834'DESCRIBED BY MN DEPT OF TRANSP 2007 (BG)
 DK6834'0.50 MI (0.8 KM) NORTH OF NEW ALBIN, IN SOUTHEAST CORNER OF TRUNK
 DK6834'HIGHWAY 26 BRIDGE NUMBER 5706 OVER CREEK, 0.20 MI (0.3 KM) NORTH ALONG
 DK6834'TRUNK HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND MINNESOTA
 DK6834'AND IOWA STATE LINE IN NEW ALBIN, AT TRUNK HIGHWAY 26 MILE POINT 0.20,
 DK6834'14.7 FT (4.5 M) EAST OF TRUNK HIGHWAY 26.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6832 ***********************************************************************
 DK6832  DESIGNATION -  2802 X
 DK6832  PID         -  DK6832
 DK6832  STATE/COUNTY-  MN/HOUSTON
 DK6832  COUNTRY     -  US
 DK6832  USGS QUAD   -  RENO (1980)
 DK6832
 DK6832                         *CURRENT SURVEY CONTROL
 DK6832  ______________________________________________________________________
 DK6832* NAD 83(2007) POSITION- 43 31 44.89731(N) 091 16 53.44846(W)   ADJUSTED  
 DK6832* NAD 83(2007) ELLIP HT-   167.045 (meters)        (09/09/09)   ADJUSTED
 DK6832* NAD 83(2007) EPOCH   -  2002.00
 DK6832* NAVD 88 ORTHO HEIGHT -   198.406  (meters)     650.94  (feet) ADJUSTED  
 DK6832  ______________________________________________________________________
 DK6832  NAD 83(2007) X  -   -103,588.768 (meters)                     COMP
 DK6832  NAD 83(2007) Y  - -4,630,625.903 (meters)                     COMP
 DK6832  NAD 83(2007) Z  -  4,370,424.521 (meters)                     COMP
 DK6832  LAPLACE CORR    -         -7.40  (seconds)                    DEFLEC09
 DK6832  GEOID HEIGHT    -        -31.35  (meters)                     GEOID09
 DK6832  DYNAMIC HEIGHT  -        198.368 (meters)      650.81  (feet) COMP
 DK6832  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DK6832
 DK6832  HORZ ORDER      -  FIRST
 DK6832  VERT ORDER      -  SECOND    CLASS I
 DK6832  ELLP ORDER      -  FOURTH    CLASS I
 DK6832
 DK6832.The horizontal coordinates were established by GPS observations
 DK6832.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6832
 DK6832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6832.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6832
 DK6832.The horizontal coordinates are valid at the epoch date displayed above
 DK6832.which is a decimal equivalence of Year/Month/Day.
 DK6832
 DK6832.The orthometric height was determined by differential leveling and
 DK6832.adjusted in December 2008.
 DK6832
 DK6832.Photographs are available for this station.
 DK6832
 DK6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6832
 DK6832.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6832
 DK6832.The ellipsoidal height was determined by GPS observations
 DK6832.and is referenced to NAD 83.
 DK6832
 DK6832.The dynamic height is computed by dividing the NAVD 88
 DK6832.geopotential number by the normal gravity value computed on the
 DK6832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6832.degrees latitude (g = 980.6199 gals.).
 DK6832
 DK6832.The modeled gravity was interpolated from observed gravity values.
 DK6832
 DK6832. The following values were computed from the NAD 83(2007) position.
 DK6832
 DK6832;                    North         East     Units Scale Factor Converg.
 DK6832;SPC MN S     -   162,449.386 1,019,730.124   MT  1.00006476   +1 54 19.7
 DK6832;SPC MN S     -   532,969.36  3,345,564.58   sFT  1.00006476   +1 54 19.7
 DK6832;UTM  15      - 4,821,011.898   638,864.164   MT  0.99983720   +1 11 01.5
 DK6832
 DK6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6832!SPC MN S     -   0.99997381  x   1.00006476  =   1.00003856
 DK6832!UTM  15      -   0.99997381  x   0.99983720  =   0.99981101
 DK6832
 DK6832                          SUPERSEDED SURVEY CONTROL
 DK6832
 DK6832  NAVD 88 (09/09/09)  198.41   (m)          651.0    (f) LEVELING    3  
 DK6832
 DK6832.Superseded values are not recommended for survey control.
 DK6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6832.See file dsdata.txt to determine how the superseded data were derived.
 DK6832
 DK6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3886421011(NAD 83)
 DK6832
 DK6832_MARKER: DD = SURVEY DISK
 DK6832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6832_STAMPING: 2802 X 2006
 DK6832_MARK LOGO: MNDT  
 DK6832_PROJECTION: FLUSH
 DK6832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6832+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DK6832_ROD/PIPE-DEPTH:  6.1 meters
 DK6832
 DK6832  HISTORY     - Date     Condition        Report By
 DK6832  HISTORY     - 2006     MONUMENTED       MNDT
 DK6832  HISTORY     - 20080306 GOOD             MNDT
 DK6832
 DK6832                          STATION DESCRIPTION
 DK6832
 DK6832'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6832'2.0 MI (3.2 KM) NORTH OF NEW ALBIN, 2.0 MI (3.2 KM) NORTH ALONG TRUNK
 DK6832'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 IN NEW ALBIN, AT
 DK6832'TRUNK HIGHWAY 26 MILE POINT 2.0, 107.4 FT (32.7 M) NORTHEAST OF
 DK6832'MILEPOST 2, 47.7 FT (14.5 M) EAST OF TRUNK HIGHWAY 26, 1.0 FT (0.3 M)
 DK6832'WEST OF A WITNESS POST.
 DK6832
 DK6832                          STATION RECOVERY (2008)
 DK6832
 DK6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6832'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6832'THE MARK IS 2.0 MILES NORTH OF NEW ALBIN ALONG TRUNK HIGHWAY 26 AT
 DK6832'TRUNK HIGHWAY 26 MILEPOINT 2.0, 107.4 FEET NORTHEAST OF MILEPOST 2,
 DK6832'47.7 FEET EAST OF TRUNK HIGHWAY 26, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6829 ***********************************************************************
 DK6829  DESIGNATION -  2802 Y
 DK6829  PID         -  DK6829
 DK6829  STATE/COUNTY-  MN/HOUSTON
 DK6829  COUNTRY     -  US
 DK6829  USGS QUAD   -  RENO (1980)
 DK6829
 DK6829                         *CURRENT SURVEY CONTROL
 DK6829  ______________________________________________________________________
 DK6829* NAD 83(2007) POSITION- 43 33 49.74028(N) 091 16 51.92056(W)   ADJUSTED  
 DK6829* NAD 83(2007) ELLIP HT-   167.949 (meters)        (09/09/09)   ADJUSTED
 DK6829* NAD 83(2007) EPOCH   -  2002.00
 DK6829* NAVD 88 ORTHO HEIGHT -   199.335  (meters)     653.98  (feet) ADJUSTED  
 DK6829  ______________________________________________________________________
 DK6829  NAD 83(2007) X  -   -103,495.133 (meters)                     COMP
 DK6829  NAD 83(2007) Y  - -4,627,973.484 (meters)                     COMP
 DK6829  NAD 83(2007) Z  -  4,373,217.867 (meters)                     COMP
 DK6829  LAPLACE CORR    -         -8.00  (seconds)                    DEFLEC09
 DK6829  GEOID HEIGHT    -        -31.38  (meters)                     GEOID09
 DK6829  DYNAMIC HEIGHT  -        199.297 (meters)      653.86  (feet) COMP
 DK6829  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 DK6829
 DK6829  HORZ ORDER      -  FIRST
 DK6829  VERT ORDER      -  SECOND    CLASS I
 DK6829  ELLP ORDER      -  FOURTH    CLASS I
 DK6829
 DK6829.The horizontal coordinates were established by GPS observations
 DK6829.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6829
 DK6829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6829.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6829
 DK6829.The horizontal coordinates are valid at the epoch date displayed above
 DK6829.which is a decimal equivalence of Year/Month/Day.
 DK6829
 DK6829.The orthometric height was determined by differential leveling and
 DK6829.adjusted in December 2008.
 DK6829
 DK6829.Photographs are available for this station.
 DK6829
 DK6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6829
 DK6829.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6829
 DK6829.The ellipsoidal height was determined by GPS observations
 DK6829.and is referenced to NAD 83.
 DK6829
 DK6829.The dynamic height is computed by dividing the NAVD 88
 DK6829.geopotential number by the normal gravity value computed on the
 DK6829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6829.degrees latitude (g = 980.6199 gals.).
 DK6829
 DK6829.The modeled gravity was interpolated from observed gravity values.
 DK6829
 DK6829. The following values were computed from the NAD 83(2007) position.
 DK6829
 DK6829;                    North         East     Units Scale Factor Converg.
 DK6829;SPC MN S     -   166,301.536 1,019,636.277   MT  1.00005478   +1 54 20.7
 DK6829;SPC MN S     -   545,607.62  3,345,256.69   sFT  1.00005478   +1 54 20.7
 DK6829;UTM  15      - 4,824,864.067   638,818.832   MT  0.99983704   +1 11 05.3
 DK6829
 DK6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6829!SPC MN S     -   0.99997366  x   1.00005478  =   1.00002844
 DK6829!UTM  15      -   0.99997366  x   0.99983704  =   0.99981071
 DK6829
 DK6829                          SUPERSEDED SURVEY CONTROL
 DK6829
 DK6829  NAVD 88 (09/09/09)  199.34   (m)          654.0    (f) LEVELING    3  
 DK6829
 DK6829.Superseded values are not recommended for survey control.
 DK6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6829.See file dsdata.txt to determine how the superseded data were derived.
 DK6829
 DK6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3881824864(NAD 83)
 DK6829
 DK6829_MARKER: DD = SURVEY DISK
 DK6829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6829_STAMPING: 2802 Y 2006
 DK6829_MARK LOGO: MNDT  
 DK6829_PROJECTION: FLUSH
 DK6829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6829+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DK6829_ROD/PIPE-DEPTH:  8.8 meters
 DK6829
 DK6829  HISTORY     - Date     Condition        Report By
 DK6829  HISTORY     - 2006     MONUMENTED       MNDT
 DK6829  HISTORY     - 20080306 GOOD             MNDT
 DK6829
 DK6829                          STATION DESCRIPTION
 DK6829
 DK6829'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6829'4.5 MI (7.2 KM) NORTH OF NEW ALBIN, 4.40 MI (7.1 KM) NORTH ALONG TRUNK
 DK6829'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND MINNESOTA AND
 DK6829'IOWA STATE LINE IN NEW ALBIN, AT TRUNK HIGHWAY 25 MILE POINT 4.45,
 DK6829'55.4 FT (16.9 M) WEST OF TRUNK HIGHWAY 26, 6.2 FT (1.9 M) EAST OF THE
 DK6829'NORTHEAST CORNER OF A FENCE, 5.5 FT (1.7 M) EAST OF A WITNESS POST.
 DK6829
 DK6829                          STATION RECOVERY (2008)
 DK6829
 DK6829'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6829'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6829'THE MARK IS 4.5 MILES NORTH OF NEW ALBIN, 4.4 MILES NORTH ALONG TRUNK
 DK6829'HIGHWAY 26 FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND MINNESOTA AND
 DK6829'IOWA STATE LINE IN NEW ALBIN, AT TRUNK HIGHWAY 25 MILEPOINT 4.45, 55.4
 DK6829'FEET WEST OF TRUNK HIGHWAY 26, 6.2 FEET EAST OF NORTHEAST CORNER OF
 DK6829'FENCE, 5.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6827 ***********************************************************************
 DK6827  DESIGNATION -  2802 Z
 DK6827  PID         -  DK6827
 DK6827  STATE/COUNTY-  MN/HOUSTON
 DK6827  COUNTRY     -  US
 DK6827  USGS QUAD   -  RENO (1980)
 DK6827
 DK6827                         *CURRENT SURVEY CONTROL
 DK6827  ______________________________________________________________________
 DK6827* NAD 83(1986) POSITION- 43 36 08.1    (N) 091 16 24.7    (W)   HD_HELD2  
 DK6827* NAVD 88 ORTHO HEIGHT -   208.809  (meters)     685.07  (feet) ADJUSTED  
 DK6827  ______________________________________________________________________
 DK6827  GEOID HEIGHT    -        -31.43  (meters)                     GEOID09
 DK6827  DYNAMIC HEIGHT  -        208.770 (meters)      684.94  (feet) COMP
 DK6827  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 DK6827
 DK6827  VERT ORDER      -  SECOND    CLASS I
 DK6827
 DK6827.The horizontal coordinates were established by autonomous hand held GPS
 DK6827.observations and have an estimated accuracy of +/- 10 meters.
 DK6827.
 DK6827.The orthometric height was determined by differential leveling and
 DK6827.adjusted in December 2008.
 DK6827
 DK6827.The dynamic height is computed by dividing the NAVD 88
 DK6827.geopotential number by the normal gravity value computed on the
 DK6827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6827.degrees latitude (g = 980.6199 gals.).
 DK6827
 DK6827.The modeled gravity was interpolated from observed gravity values.
 DK6827
 DK6827;                    North         East    Units  Estimated Accuracy
 DK6827;SPC MN S     -   170,590.    1,020,104.      MT  (+/- 10 meters HH2 GPS)
 DK6827
 DK6827                          SUPERSEDED SURVEY CONTROL
 DK6827
 DK6827.No superseded survey control is available for this station.
 DK6827
 DK6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3934029145(NAD 83)
 DK6827
 DK6827_MARKER: DD = SURVEY DISK
 DK6827_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK6827_SP_SET: ROCK
 DK6827_STAMPING: 2802 Z 2006
 DK6827_MARK LOGO: MNDT  
 DK6827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6827+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6827
 DK6827  HISTORY     - Date     Condition        Report By
 DK6827  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6827
 DK6827                          STATION DESCRIPTION
 DK6827
 DK6827'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6827'IN RENO, IN ROCK, 0.10 MI (0.2 KM) NORTHEAST ALONG TRUNK HIGHWAY 26
 DK6827'FROM THE JUNCTION OF TRUNK HIGHWAY 26 AND HILLSIDE ROAD IN RENO, AT
 DK6827'TRUNK HIGHWAY 26 MILE POINT 7.40, 45.5 FT (13.9 M) NORTHWEST OF TRUNK
 DK6827'HIGHWAY 26, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3688 ***********************************************************************
 DJ3688  DESIGNATION -  2803 C
 DJ3688  PID         -  DJ3688
 DJ3688  STATE/COUNTY-  MN/HOUSTON
 DJ3688  COUNTRY     -  US
 DJ3688  USGS QUAD   -  WILMINGTON (1965)
 DJ3688
 DJ3688                         *CURRENT SURVEY CONTROL
 DJ3688  ______________________________________________________________________
 DJ3688* NAD 83(1986) POSITION- 43 35 30.9    (N) 091 32 54.7    (W)   HD_HELD2  
 DJ3688* NAVD 88 ORTHO HEIGHT -   339.411  (meters)    1113.55  (feet) ADJUSTED  
 DJ3688  ______________________________________________________________________
 DJ3688  GEOID HEIGHT    -        -30.55  (meters)                     GEOID09
 DJ3688  DYNAMIC HEIGHT  -        339.342 (meters)     1113.32  (feet) COMP
 DJ3688  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 DJ3688
 DJ3688  VERT ORDER      -  SECOND    CLASS I
 DJ3688
 DJ3688.The horizontal coordinates were established by autonomous hand held GPS
 DJ3688.observations and have an estimated accuracy of +/- 10 meters.
 DJ3688.
 DJ3688.The orthometric height was determined by differential leveling and
 DJ3688.adjusted in May 2008.
 DJ3688
 DJ3688.Photographs are available for this station.
 DJ3688
 DJ3688.The dynamic height is computed by dividing the NAVD 88
 DJ3688.geopotential number by the normal gravity value computed on the
 DJ3688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3688.degrees latitude (g = 980.6199 gals.).
 DJ3688
 DJ3688.The modeled gravity was interpolated from observed gravity values.
 DJ3688
 DJ3688;                    North         East    Units  Estimated Accuracy
 DJ3688;SPC MN S     -   168,739.      997,946.      MT  (+/- 10 meters HH2 GPS)
 DJ3688
 DJ3688                          SUPERSEDED SURVEY CONTROL
 DJ3688
 DJ3688.No superseded survey control is available for this station.
 DJ3688
 DJ3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1716527572(NAD 83)
 DJ3688
 DJ3688_MARKER: DB = BENCH MARK DISK
 DJ3688_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3688_SP_SET: BRIDGE ABUTMENT
 DJ3688_STAMPING: 2308 C 1948
 DJ3688_MARK LOGO: MNHD  
 DJ3688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3688+STABILITY: SURFACE MOTION
 DJ3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3688+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3688
 DJ3688  HISTORY     - Date     Condition        Report By
 DJ3688  HISTORY     - 1948     MONUMENTED       MNHD
 DJ3688  HISTORY     - 20051115 GOOD             MNDT
 DJ3688
 DJ3688                          STATION DESCRIPTION
 DJ3688
 DJ3688'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3688'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.75 MI (6.0
 DJ3688'KM) SOUTHWEST OF SOUTH LIMITS OF CALEDONIA, 2.10 MI (3.4 KM) (3.38 KM)
 DJ3688'SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44
 DJ3688'AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF CALEDONIA), AT TRUNK HIGHWAY
 DJ3688'44 MILE POINT 48.25, IN SOUTHEAST CORNER OF HEADWALL OF TRUNK HIGHWAY
 DJ3688'44 DOUBLE BOX CULVERT, AT TRUNK HIGHWAY 44 STATION 677+00, 40 FEET
 DJ3688'(12.2 M) SOUTHEAST OF TRUNK HIGHWAY 44.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3683 ***********************************************************************
 DJ3683  DESIGNATION -  2803 F
 DJ3683  PID         -  DJ3683
 DJ3683  STATE/COUNTY-  MN/HOUSTON
 DJ3683  COUNTRY     -  US
 DJ3683  USGS QUAD   -  SHELDON (1965)
 DJ3683
 DJ3683                         *CURRENT SURVEY CONTROL
 DJ3683  ______________________________________________________________________
 DJ3683* NAD 83(2007) POSITION- 43 37 42.84709(N) 091 30 25.03705(W)   ADJUSTED  
 DJ3683* NAD 83(2007) ELLIP HT-   309.141 (meters)        (09/09/09)   ADJUSTED
 DJ3683* NAD 83(2007) EPOCH   -  2002.00
 DJ3683* NAVD 88 ORTHO HEIGHT -   339.845  (meters)    1114.97  (feet) ADJUSTED  
 DJ3683  ______________________________________________________________________
 DJ3683  NAD 83(2007) X  -   -121,610.436 (meters)                     COMP
 DJ3683  NAD 83(2007) Y  - -4,622,672.359 (meters)                     COMP
 DJ3683  NAD 83(2007) Z  -  4,378,525.604 (meters)                     COMP
 DJ3683  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC09
 DJ3683  GEOID HEIGHT    -        -30.70  (meters)                     GEOID09
 DJ3683  DYNAMIC HEIGHT  -        339.775 (meters)     1114.75  (feet) COMP
 DJ3683  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 DJ3683
 DJ3683  HORZ ORDER      -  FIRST
 DJ3683  VERT ORDER      -  SECOND    CLASS I
 DJ3683  ELLP ORDER      -  FOURTH    CLASS I
 DJ3683
 DJ3683.The horizontal coordinates were established by GPS observations
 DJ3683.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3683
 DJ3683.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3683.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3683
 DJ3683.The horizontal coordinates are valid at the epoch date displayed above
 DJ3683.which is a decimal equivalence of Year/Month/Day.
 DJ3683
 DJ3683.The orthometric height was determined by differential leveling and
 DJ3683.adjusted in May 2008.
 DJ3683
 DJ3683.Photographs are available for this station.
 DJ3683
 DJ3683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3683
 DJ3683.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3683
 DJ3683.The ellipsoidal height was determined by GPS observations
 DJ3683.and is referenced to NAD 83.
 DJ3683
 DJ3683.The dynamic height is computed by dividing the NAVD 88
 DJ3683.geopotential number by the normal gravity value computed on the
 DJ3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3683.degrees latitude (g = 980.6199 gals.).
 DJ3683
 DJ3683.The modeled gravity was interpolated from observed gravity values.
 DJ3683
 DJ3683. The following values were computed from the NAD 83(2007) position.
 DJ3683
 DJ3683;                    North         East     Units Scale Factor Converg.
 DJ3683;SPC MN S     -   172,911.054 1,001,177.150   MT  1.00003712   +1 44 50.8
 DJ3683;SPC MN S     -   567,292.35  3,284,695.37   sFT  1.00003712   +1 44 50.8
 DJ3683;UTM  15      - 4,831,703.075   620,448.489   MT  0.99977845   +1 01 49.1
 DJ3683
 DJ3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3683!SPC MN S     -   0.99995153  x   1.00003712  =   0.99998864
 DJ3683!UTM  15      -   0.99995153  x   0.99977845  =   0.99972999
 DJ3683
 DJ3683                          SUPERSEDED SURVEY CONTROL
 DJ3683
 DJ3683  NAVD 88 (09/09/09)  339.85   (m)         1115.0    (f) LEVELING    3  
 DJ3683
 DJ3683.Superseded values are not recommended for survey control.
 DJ3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3683.See file dsdata.txt to determine how the superseded data were derived.
 DJ3683
 DJ3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2044831703(NAD 83)
 DJ3683
 DJ3683_MARKER: DD = SURVEY DISK
 DJ3683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3683_STAMPING: 2803 F 2005
 DJ3683_MARK LOGO: MNDT  
 DJ3683_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3683+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DJ3683_ROD/PIPE-DEPTH: 12.2 meters
 DJ3683
 DJ3683  HISTORY     - Date     Condition        Report By
 DJ3683  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3683  HISTORY     - 2005     GOOD             MNDT
 DJ3683  HISTORY     - 20080303 GOOD             MNDT
 DJ3683  HISTORY     - 20090624 GOOD             MNDT
 DJ3683
 DJ3683                          STATION DESCRIPTION
 DJ3683
 DJ3683'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3683'THE MARK IS IN CALEDONIA, 1.20 MILES (1.93 KM) SOUTH ALONG TRUNK
 DJ3683'HIGHWAY 44, TRUNK HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76
 DJ3683'AND TRUNK HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY 76, TRUNK HIGHWAY
 DJ3683'44 MILE POINT 52.45, 77.6 FEET (23.7 M) WEST OF TRUNK HIGHWAY 76,
 DJ3683'TRUNK HIGHWAY 44, 58.2 FEET (17.7 M) SOUTHEAST OF COUNTY ROAD 12, 35.3
 DJ3683'FEET (10.8 M) NORTH OF A POWER POLE WITH GUY WIRE, 1.1 FEET (0.3 M)
 DJ3683'EAST OF A WITNESS POST.
 DJ3683
 DJ3683                          STATION RECOVERY (2005)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ3683'IN CALEDONIA, 1.20 MI (1.9 KM) SOUTH ALONG TRUNK HIGHWAY 44/TRUNK
 DJ3683'HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY
 DJ3683'44 IN CALEDONIA, AT TRUNK HIGHWAY 76/TRUNK HIGHWAY 44 MILE POINT
 DJ3683'52.45, 77.6 FT (23.7 M) WEST OF TRUNK HIGHWAY 76/TRUNK HIGHWAY 44,
 DJ3683'58.2 FT (17.7 M) SOUTHEAST OF COUNTY ROAD 12, 35.3 FT (10.8 M) NORTH
 DJ3683'OF POWER POLE WITH GUY WIRE, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
 DJ3683
 DJ3683                          STATION RECOVERY (2008)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MQP)
 DJ3683'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3683'THE MARK IS IN CALEDONIA, 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 44 AND
 DJ3683'TRUNK HIGHWAY 76 FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 76 AND 44,
 DJ3683'AT MILEPOINT 52.45, 77.6 FEET WEST OF THE CENTERLINE OF HIGHWAY, 58.2
 DJ3683'FEET SOUTHEAST OF COUNTY ROAD 12, 35.3 FEET NORTH OF POWER POLE WITH
 DJ3683'GUY WIRE, 1.1 FEET EAST OF WITNESS POST.
 DJ3683
 DJ3683                          STATION RECOVERY (2009)
 DJ3683
 DJ3683'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DJ3683'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3719 ***********************************************************************
 DJ3719  DESIGNATION -  2803 F 1
 DJ3719  PID         -  DJ3719
 DJ3719  STATE/COUNTY-  MN/HOUSTON
 DJ3719  COUNTRY     -  US
 DJ3719  USGS QUAD   -  CALEDONIA (1980)
 DJ3719
 DJ3719                         *CURRENT SURVEY CONTROL
 DJ3719  ______________________________________________________________________
 DJ3719* NAD 83(1986) POSITION- 43 38 06.8    (N) 091 29 42.8    (W)   HD_HELD2  
 DJ3719* NAVD 88 ORTHO HEIGHT -   362.702  (meters)    1189.96  (feet) ADJUSTED  
 DJ3719  ______________________________________________________________________
 DJ3719  GEOID HEIGHT    -        -30.74  (meters)                     GEOID09
 DJ3719  DYNAMIC HEIGHT  -        362.628 (meters)     1189.72  (feet) COMP
 DJ3719  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 DJ3719
 DJ3719  VERT ORDER      -  SECOND    CLASS I
 DJ3719
 DJ3719.The horizontal coordinates were established by autonomous hand held GPS
 DJ3719.observations and have an estimated accuracy of +/- 10 meters.
 DJ3719.
 DJ3719.The orthometric height was determined by differential leveling and
 DJ3719.adjusted in May 2008.
 DJ3719
 DJ3719.Photographs are available for this station.
 DJ3719
 DJ3719.The dynamic height is computed by dividing the NAVD 88
 DJ3719.geopotential number by the normal gravity value computed on the
 DJ3719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3719.degrees latitude (g = 980.6199 gals.).
 DJ3719
 DJ3719.The modeled gravity was interpolated from observed gravity values.
 DJ3719
 DJ3719;                    North         East    Units  Estimated Accuracy
 DJ3719;SPC MN S     -   173,679.    1,002,101.      MT  (+/- 10 meters HH2 GPS)
 DJ3719
 DJ3719                          SUPERSEDED SURVEY CONTROL
 DJ3719
 DJ3719.No superseded survey control is available for this station.
 DJ3719
 DJ3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2138132459(NAD 83)
 DJ3719
 DJ3719_MARKER: B = BOLT
 DJ3719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3719_SP_SET: BOLT
 DJ3719_MARK LOGO: NONE  
 DJ3719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3719+STABILITY: SURFACE MOTION
 DJ3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3719+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DJ3719
 DJ3719  HISTORY     - Date     Condition        Report By
 DJ3719  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3719  HISTORY     - 20061009 GOOD             MNDT
 DJ3719  HISTORY     - 20090624 GOOD             MNDT
 DJ3719
 DJ3719                          STATION DESCRIPTION
 DJ3719
 DJ3719'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3719'THE MARK IS IN CALEDONIA, 0.5 MILES (0.8 KM) ALONG NORTH KINGSTON
 DJ3719'STREET FROM THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 44
 DJ3719'(KINGSTON STREET) IN CALEDONIA, THENCE 0.1 MILES (0.2 KM) EAST ON EAST
 DJ3719'LINCOLN STREET TO WATER TANK, 155.0 FEET (47.2 M) SOUTH OF EAST
 DJ3719'LINCOLN STREET, 6.35 FEET (1.94 M) WEST OF WEST EDGE OF WATER TANK
 DJ3719'DOOR.
 DJ3719
 DJ3719                          STATION RECOVERY (2006)
 DJ3719
 DJ3719'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DJ3719'IN CALEDONIA, 0.5 MI (0.8 KM) SOUTH ALONG NORTH KINGSTON STREET FROM
 DJ3719'THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 44 (KINGSTON
 DJ3719'STREET) IN CALEDONIA, THENCE 0.1 MI (0.2 KM) EAST ON EAST LINCOLN
 DJ3719'STREET TO WATER TANK, 155.0 FT (47.2 M) SOUTH OF EAST LINCOLN STREET,
 DJ3719'6.35 FT (1.9 M) WEST OF WEST EDGE OF WATER TANK DOOR.
 DJ3719
 DJ3719                          STATION RECOVERY (2009)
 DJ3719
 DJ3719'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DJ3719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5413 ***********************************************************************
 DM5413  DESIGNATION -  2803 F 10 RESET
 DM5413  PID         -  DM5413
 DM5413  STATE/COUNTY-  MN/HOUSTON
 DM5413  COUNTRY     -  US
 DM5413  USGS QUAD   -  CALEDONIA (1980)
 DM5413
 DM5413                         *CURRENT SURVEY CONTROL
 DM5413  ______________________________________________________________________
 DM5413* NAD 83(1986) POSITION- 43 37 57.7    (N) 091 29 47.3    (W)   HD_HELD2  
 DM5413* NAVD 88 ORTHO HEIGHT -   358.251  (meters)    1175.36  (feet) ADJUSTED  
 DM5413  ______________________________________________________________________
 DM5413  GEOID HEIGHT    -        -30.73  (meters)                     GEOID09
 DM5413  DYNAMIC HEIGHT  -        358.178 (meters)     1175.12  (feet) COMP
 DM5413  MODELED GRAVITY -    980,404.4   (mgal)                       NAVD 88
 DM5413
 DM5413  VERT ORDER      -  SECOND    CLASS I
 DM5413
 DM5413.The horizontal coordinates were established by autonomous hand held GPS
 DM5413.observations and have an estimated accuracy of +/- 10 meters.
 DM5413.
 DM5413.The orthometric height was determined by differential leveling and
 DM5413.adjusted in July 2011.
 DM5413
 DM5413.The dynamic height is computed by dividing the NAVD 88
 DM5413.geopotential number by the normal gravity value computed on the
 DM5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5413.degrees latitude (g = 980.6199 gals.).
 DM5413
 DM5413.The modeled gravity was interpolated from observed gravity values.
 DM5413
 DM5413;                    North         East    Units  Estimated Accuracy
 DM5413;SPC MN S     -   173,395.    1,002,009.      MT  (+/- 10 meters HH2 GPS)
 DM5413
 DM5413                          SUPERSEDED SURVEY CONTROL
 DM5413
 DM5413.No superseded survey control is available for this station.
 DM5413
 DM5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2128532176(NAD 83)
 DM5413
 DM5413_MARKER: F = FLANGE-ENCASED ROD
 DM5413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5413_STAMPING: 2803 F 10 RESET 2006 2009
 DM5413_MARK LOGO: MNDT  
 DM5413_PROJECTION: FLUSH
 DM5413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5413+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DM5413_ROD/PIPE-DEPTH:  5.8 meters
 DM5413
 DM5413  HISTORY     - Date     Condition        Report By
 DM5413  HISTORY     - 20090624 MONUMENTED       MNDT
 DM5413
 DM5413                          STATION DESCRIPTION
 DM5413
 DM5413'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM5413'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF
 DM5413'WILMINGTON, 5.8 MI (9.3 KM) EAST-SOUTHEAST OF SHELDON AND IN THE TOWN
 DM5413'OF CALEDONIA, MINNESOTA.
 DM5413' 
 DM5413'TO REACH THE MARK FROM THE JUNCTION OF OLD HIGHWAY DRIVE AND TRUNK
 DM5413'HIGHWAY 44 IN CALEDONIA, GO 0.3 MI (0.5 KM) NORTHEAST ALONG OLD
 DM5413'HIGHWAY DRIVE, THEN 0.25 MI (0.4 KM) EAST ON WEST WASHINGTON STREET.
 DM5413' 
 DM5413'THE MARK IS FOUND 71.7 FT (21.9 M) NORTHWEST OF THE SOUTHWEST CORNER
 DM5413'OF THE COURTHOUSE, 48.0 FT (14.6 M) SOUTH OF EAST WASHINGTON STREET,
 DM5413'27.3 FT (8.3 M) SOUTHEAST OF A WITNESS POST AND 22.5 FT (6.9 M) WEST
 DM5413'OF THE COURTHOUSE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6889 ***********************************************************************
 DK6889  DESIGNATION -  2803 F 2
 DK6889  PID         -  DK6889
 DK6889  STATE/COUNTY-  MN/HOUSTON
 DK6889  COUNTRY     -  US
 DK6889  USGS QUAD   -  CALEDONIA (1980)
 DK6889
 DK6889                         *CURRENT SURVEY CONTROL
 DK6889  ______________________________________________________________________
 DK6889* NAD 83(1986) POSITION- 43 38 17.4    (N) 091 28 23.4    (W)   HD_HELD2  
 DK6889* NAVD 88 ORTHO HEIGHT -   318.572  (meters)    1045.18  (feet) ADJUSTED  
 DK6889  ______________________________________________________________________
 DK6889  GEOID HEIGHT    -        -30.80  (meters)                     GEOID09
 DK6889  DYNAMIC HEIGHT  -        318.508 (meters)     1044.97  (feet) COMP
 DK6889  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 DK6889
 DK6889  VERT ORDER      -  SECOND    CLASS I
 DK6889
 DK6889.The horizontal coordinates were established by autonomous hand held GPS
 DK6889.observations and have an estimated accuracy of +/- 10 meters.
 DK6889.
 DK6889.The orthometric height was determined by differential leveling and
 DK6889.adjusted in December 2008.
 DK6889
 DK6889.The dynamic height is computed by dividing the NAVD 88
 DK6889.geopotential number by the normal gravity value computed on the
 DK6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6889.degrees latitude (g = 980.6199 gals.).
 DK6889
 DK6889.The modeled gravity was interpolated from observed gravity values.
 DK6889
 DK6889;                    North         East    Units  Estimated Accuracy
 DK6889;SPC MN S     -   174,061.    1,003,870.      MT  (+/- 10 meters HH2 GPS)
 DK6889
 DK6889                          SUPERSEDED SURVEY CONTROL
 DK6889
 DK6889.No superseded survey control is available for this station.
 DK6889
 DK6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2315432818(NAD 83)
 DK6889
 DK6889_MARKER: DD = SURVEY DISK
 DK6889_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6889+WITH SETTING: INFORMATION.
 DK6889_STAMPING: 2803 F 2 2006
 DK6889_MARK LOGO: MNDT  
 DK6889_PROJECTION: FLUSH
 DK6889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6889+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6889_ROD/PIPE-DEPTH:  2.7 meters
 DK6889
 DK6889  HISTORY     - Date     Condition        Report By
 DK6889  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6889
 DK6889                          STATION DESCRIPTION
 DK6889
 DK6889'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6889'1.50 MI (2.4 KM) EAST OF CALEDONIA, 1.7 MI (2.7 KM) EAST ALONG COUNTY
 DK6889'ROAD 3 (WEST MAIN STREET) FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6889'HIGHWAY 44 AND TRUNK HIGHWAY 76 IN CALEDONIA,
 DK6889' 
 DK6889'75.0 FT (22.9 M) SOUTH OF COUNTY ROAD 3, 14.0 FT (4.3 M)
 DK6889'SOUTH-SOUTHWEST OF DRIVEWAY NUMBER 11223, 1.0 FT (0.3 M) EAST OF A
 DK6889'WITNESS POST.
 DK6889' 
 DK6889'NOTE--ROD WAS DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6888 ***********************************************************************
 DK6888  DESIGNATION -  2803 F 3
 DK6888  PID         -  DK6888
 DK6888  STATE/COUNTY-  MN/HOUSTON
 DK6888  COUNTRY     -  US
 DK6888  USGS QUAD   -  CALEDONIA (1980)
 DK6888
 DK6888                         *CURRENT SURVEY CONTROL
 DK6888  ______________________________________________________________________
 DK6888* NAD 83(2007) POSITION- 43 39 07.70339(N) 091 27 32.17494(W)   ADJUSTED  
 DK6888* NAD 83(2007) ELLIP HT-   295.048 (meters)        (09/09/09)   ADJUSTED
 DK6888* NAD 83(2007) EPOCH   -  2002.00
 DK6888* NAVD 88 ORTHO HEIGHT -   325.911  (meters)    1069.26  (feet) ADJUSTED  
 DK6888  ______________________________________________________________________
 DK6888  NAD 83(2007) X  -   -117,690.043 (meters)                     COMP
 DK6888  NAD 83(2007) Y  - -4,620,955.589 (meters)                     COMP
 DK6888  NAD 83(2007) Z  -  4,380,411.216 (meters)                     COMP
 DK6888  LAPLACE CORR    -         -6.95  (seconds)                    DEFLEC09
 DK6888  GEOID HEIGHT    -        -30.85  (meters)                     GEOID09
 DK6888  DYNAMIC HEIGHT  -        325.846 (meters)     1069.05  (feet) COMP
 DK6888  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 DK6888
 DK6888  HORZ ORDER      -  FIRST
 DK6888  VERT ORDER      -  SECOND    CLASS I
 DK6888  ELLP ORDER      -  FOURTH    CLASS I
 DK6888
 DK6888.The horizontal coordinates were established by GPS observations
 DK6888.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6888
 DK6888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6888.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6888
 DK6888.The horizontal coordinates are valid at the epoch date displayed above
 DK6888.which is a decimal equivalence of Year/Month/Day.
 DK6888
 DK6888.The orthometric height was determined by differential leveling and
 DK6888.adjusted in December 2008.
 DK6888
 DK6888.Photographs are available for this station.
 DK6888
 DK6888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6888
 DK6888.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6888
 DK6888.The ellipsoidal height was determined by GPS observations
 DK6888.and is referenced to NAD 83.
 DK6888
 DK6888.The dynamic height is computed by dividing the NAVD 88
 DK6888.geopotential number by the normal gravity value computed on the
 DK6888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6888.degrees latitude (g = 980.6199 gals.).
 DK6888
 DK6888.The modeled gravity was interpolated from observed gravity values.
 DK6888
 DK6888. The following values were computed from the NAD 83(2007) position.
 DK6888
 DK6888;                    North         East     Units Scale Factor Converg.
 DK6888;SPC MN S     -   175,648.073 1,004,969.282   MT  1.00003101   +1 46 52.0
 DK6888;SPC MN S     -   576,272.05  3,297,136.72   sFT  1.00003101   +1 46 52.0
 DK6888;UTM  15      - 4,834,391.743   624,273.626   MT  0.99978996   +1 03 50.0
 DK6888
 DK6888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6888!SPC MN S     -   0.99995374  x   1.00003101  =   0.99998474
 DK6888!UTM  15      -   0.99995374  x   0.99978996  =   0.99974370
 DK6888
 DK6888                          SUPERSEDED SURVEY CONTROL
 DK6888
 DK6888  NAVD 88 (09/09/09)  325.91   (m)         1069.3    (f) LEVELING    3  
 DK6888
 DK6888.Superseded values are not recommended for survey control.
 DK6888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6888.See file dsdata.txt to determine how the superseded data were derived.
 DK6888
 DK6888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2427334391(NAD 83)
 DK6888
 DK6888_MARKER: DD = SURVEY DISK
 DK6888_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6888+WITH SETTING: INFORMATION.
 DK6888_STAMPING: 2803 F 3 2006
 DK6888_MARK LOGO: MNDT  
 DK6888_PROJECTION: FLUSH
 DK6888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6888+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DK6888_ROD/PIPE-DEPTH:  2.4 meters
 DK6888
 DK6888  HISTORY     - Date     Condition        Report By
 DK6888  HISTORY     - 2006     MONUMENTED       MNDT
 DK6888  HISTORY     - 20080304 GOOD             MNDT
 DK6888
 DK6888                          STATION DESCRIPTION
 DK6888
 DK6888'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6888'2.0 MI (3.2 KM) NORTHEAST OF CALEDONIA, 3.10 MI (5.0 KM) EASTERLY
 DK6888'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6888'HIGHWAY 44 AND TRUNK HIGHWAY 76,
 DK6888' 
 DK6888'87.6 FT (26.7 M) SOUTHEAST OF COUNTY ROAD 3, 39.5 FT (12.0 M) SOUTH OF
 DK6888'DOGWOOD DRIVE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 DK6888' 
 DK6888'NOTE--ROD WAS DRIVEN TO REFUSAL.
 DK6888
 DK6888                          STATION RECOVERY (2008)
 DK6888
 DK6888'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DK6888'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6888'THE MARK IS 2.0 MILES NORTHEAST OF CALEDONIA, 3.1 MILES EASTERLY ALONG
 DK6888'COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 44
 DK6888'AND 76, 87.6 FEET SOUTHEAST OF COUNTY ROAD 3, 39.5 FEET SOUTH OF
 DK6888'DOGWOOD DRIVE, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6821 ***********************************************************************
 DK6821  DESIGNATION -  2803 F 4
 DK6821  PID         -  DK6821
 DK6821  STATE/COUNTY-  MN/HOUSTON
 DK6821  COUNTRY     -  US
 DK6821  USGS QUAD   -  CALEDONIA (1980)
 DK6821
 DK6821                         *CURRENT SURVEY CONTROL
 DK6821  ______________________________________________________________________
 DK6821* NAD 83(1986) POSITION- 43 39 34.1    (N) 091 25 57.1    (W)   HD_HELD2  
 DK6821* NAVD 88 ORTHO HEIGHT -   344.854  (meters)    1131.41  (feet) ADJUSTED  
 DK6821  ______________________________________________________________________
 DK6821  GEOID HEIGHT    -        -30.93  (meters)                     GEOID09
 DK6821  DYNAMIC HEIGHT  -        344.786 (meters)     1131.19  (feet) COMP
 DK6821  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 DK6821
 DK6821  VERT ORDER      -  SECOND    CLASS I
 DK6821
 DK6821.The horizontal coordinates were established by autonomous hand held GPS
 DK6821.observations and have an estimated accuracy of +/- 10 meters.
 DK6821.
 DK6821.The orthometric height was determined by differential leveling and
 DK6821.adjusted in December 2008.
 DK6821
 DK6821.The dynamic height is computed by dividing the NAVD 88
 DK6821.geopotential number by the normal gravity value computed on the
 DK6821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6821.degrees latitude (g = 980.6199 gals.).
 DK6821
 DK6821.The modeled gravity was interpolated from observed gravity values.
 DK6821
 DK6821;                    North         East    Units  Estimated Accuracy
 DK6821;SPC MN S     -   176,529.    1,007,073.      MT  (+/- 10 meters HH2 GPS)
 DK6821
 DK6821                          SUPERSEDED SURVEY CONTROL
 DK6821
 DK6821.No superseded survey control is available for this station.
 DK6821
 DK6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2638735245(NAD 83)
 DK6821
 DK6821_MARKER: DD = SURVEY DISK
 DK6821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6821_STAMPING: 2803 F 4 2006
 DK6821_MARK LOGO: MNDT  
 DK6821_PROJECTION: FLUSH
 DK6821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6821+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6821_ROD/PIPE-DEPTH:  7.9 meters
 DK6821
 DK6821  HISTORY     - Date     Condition        Report By
 DK6821  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6821
 DK6821                          STATION DESCRIPTION
 DK6821
 DK6821'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6821'3.5 MI (5.6 KM) NORTHEAST OF CALEDONIA, 4.80 MI (7.7 KM) EASTERLY
 DK6821'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6821'HIGHWAY 44 AND TRUNK HIGHWAY 76 IN CALEDONIA, 66.2 FT (20.2 M) SOUTH
 DK6821'OF COUNTY ROAD 3, 24.0 FT (7.3 M) EAST OF A FIELD ENTRANCE, 2.0 FT
 DK6821'(0.6 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6887 ***********************************************************************
 DK6887  DESIGNATION -  2803 F 5
 DK6887  PID         -  DK6887
 DK6887  STATE/COUNTY-  MN/HOUSTON
 DK6887  COUNTRY     -  US
 DK6887  USGS QUAD   -  CALEDONIA (1980)
 DK6887
 DK6887                         *CURRENT SURVEY CONTROL
 DK6887  ______________________________________________________________________
 DK6887* NAD 83(2007) POSITION- 43 39 35.21849(N) 091 24 08.82501(W)   ADJUSTED  
 DK6887* NAD 83(2007) ELLIP HT-   315.484 (meters)        (09/09/09)   ADJUSTED
 DK6887* NAD 83(2007) EPOCH   -  2002.00
 DK6887* NAVD 88 ORTHO HEIGHT -   346.528  (meters)    1136.90  (feet) ADJUSTED  
 DK6887  ______________________________________________________________________
 DK6887  NAD 83(2007) X  -   -113,120.346 (meters)                     COMP
 DK6887  NAD 83(2007) Y  - -4,620,498.081 (meters)                     COMP
 DK6887  NAD 83(2007) Z  -  4,381,039.740 (meters)                     COMP
 DK6887  LAPLACE CORR    -         -7.92  (seconds)                    DEFLEC09
 DK6887  GEOID HEIGHT    -        -31.03  (meters)                     GEOID09
 DK6887  DYNAMIC HEIGHT  -        346.460 (meters)     1136.68  (feet) COMP
 DK6887  MODELED GRAVITY -    980,413.1   (mgal)                       NAVD 88
 DK6887
 DK6887  HORZ ORDER      -  FIRST
 DK6887  VERT ORDER      -  SECOND    CLASS I
 DK6887  ELLP ORDER      -  FOURTH    CLASS I
 DK6887
 DK6887.The horizontal coordinates were established by GPS observations
 DK6887.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6887
 DK6887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6887.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6887
 DK6887.The horizontal coordinates are valid at the epoch date displayed above
 DK6887.which is a decimal equivalence of Year/Month/Day.
 DK6887
 DK6887.The orthometric height was determined by differential leveling and
 DK6887.adjusted in December 2008.
 DK6887
 DK6887.Photographs are available for this station.
 DK6887
 DK6887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6887
 DK6887.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6887
 DK6887.The ellipsoidal height was determined by GPS observations
 DK6887.and is referenced to NAD 83.
 DK6887
 DK6887.The dynamic height is computed by dividing the NAVD 88
 DK6887.geopotential number by the normal gravity value computed on the
 DK6887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6887.degrees latitude (g = 980.6199 gals.).
 DK6887
 DK6887.The modeled gravity was interpolated from observed gravity values.
 DK6887
 DK6887. The following values were computed from the NAD 83(2007) position.
 DK6887
 DK6887;                    North         East     Units Scale Factor Converg.
 DK6887;SPC MN S     -   176,640.071 1,009,497.112   MT  1.00002906   +1 49 14.5
 DK6887;SPC MN S     -   579,526.63  3,311,991.77   sFT  1.00002906   +1 49 14.5
 DK6887;UTM  15      - 4,835,326.752   628,812.464   MT  0.99980409   +1 06 11.0
 DK6887
 DK6887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6887!SPC MN S     -   0.99995053  x   1.00002906  =   0.99997959
 DK6887!UTM  15      -   0.99995053  x   0.99980409  =   0.99975463
 DK6887
 DK6887                          SUPERSEDED SURVEY CONTROL
 DK6887
 DK6887  NAVD 88 (09/09/09)  346.53   (m)         1136.9    (f) LEVELING    3  
 DK6887
 DK6887.Superseded values are not recommended for survey control.
 DK6887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6887.See file dsdata.txt to determine how the superseded data were derived.
 DK6887
 DK6887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2881235326(NAD 83)
 DK6887
 DK6887_MARKER: DD = SURVEY DISK
 DK6887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6887_STAMPING: 2803 F 5 2006
 DK6887_MARK LOGO: MNDT  
 DK6887_PROJECTION: FLUSH
 DK6887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6887+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DK6887_ROD/PIPE-DEPTH:  6.1 meters
 DK6887
 DK6887  HISTORY     - Date     Condition        Report By
 DK6887  HISTORY     - 2006     MONUMENTED       MNDT
 DK6887  HISTORY     - 20080304 GOOD             MNDT
 DK6887
 DK6887                          STATION DESCRIPTION
 DK6887
 DK6887'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6887'5.0 MI (8.0 KM) NORTHEAST OF CALEDONIA, 6.30 MI (10.1 KM) EASTERLY
 DK6887'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6887'HIGHWAY 44 AND TRUNK HIGHWAY 76 IN CALEDONIA,
 DK6887' 
 DK6887'113 FT (34.4 M) NORTH OF COUNTY ROAD 3, 16.0 FT (4.9 M) WEST OF A
 DK6887'FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK6887
 DK6887                          STATION RECOVERY (2008)
 DK6887
 DK6887'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DK6887'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6887'THE MARK IS 5.0 MILES NORTHEAST OF CALEDONIA, 6.30 MILES EASTERLY
 DK6887'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6887'HIGHWAY 44 AND TRUNK HIGHWAY 76 IN CALEDONIA, 116 FEET NORTH OF COUNTY
 DK6887'ROAD 3, 16 FEET WEST OF FIELD ENTRANCE, 1.0 FOOT SOUTH OF WITNESS
 DK6887'POST, 2 FEET EAST OF NORTH SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6886 ***********************************************************************
 DK6886  DESIGNATION -  2803 F 6
 DK6886  PID         -  DK6886
 DK6886  STATE/COUNTY-  MN/HOUSTON
 DK6886  COUNTRY     -  US
 DK6886  USGS QUAD   -  BROWNSVILLE (1980)
 DK6886
 DK6886                         *CURRENT SURVEY CONTROL
 DK6886  ______________________________________________________________________
 DK6886* NAD 83(2007) POSITION- 43 39 47.27201(N) 091 22 19.97020(W)   ADJUSTED  
 DK6886* NAD 83(2007) ELLIP HT-   333.993 (meters)        (09/09/09)   ADJUSTED
 DK6886* NAD 83(2007) EPOCH   -  2002.00
 DK6886* NAVD 88 ORTHO HEIGHT -   365.142  (meters)    1197.97  (feet) ADJUSTED  
 DK6886  ______________________________________________________________________
 DK6886  NAD 83(2007) X  -   -110,676.065 (meters)                     COMP
 DK6886  NAD 83(2007) Y  - -4,620,313.753 (meters)                     COMP
 DK6886  NAD 83(2007) Z  -  4,381,321.651 (meters)                     COMP
 DK6886  LAPLACE CORR    -         -7.98  (seconds)                    DEFLEC09
 DK6886  GEOID HEIGHT    -        -31.13  (meters)                     GEOID09
 DK6886  DYNAMIC HEIGHT  -        365.070 (meters)     1197.73  (feet) COMP
 DK6886  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 DK6886
 DK6886  HORZ ORDER      -  FIRST
 DK6886  VERT ORDER      -  SECOND    CLASS I
 DK6886  ELLP ORDER      -  FOURTH    CLASS I
 DK6886
 DK6886.The horizontal coordinates were established by GPS observations
 DK6886.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6886
 DK6886.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6886.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6886
 DK6886.The horizontal coordinates are valid at the epoch date displayed above
 DK6886.which is a decimal equivalence of Year/Month/Day.
 DK6886
 DK6886.The orthometric height was determined by differential leveling and
 DK6886.adjusted in December 2008.
 DK6886
 DK6886.Photographs are available for this station.
 DK6886
 DK6886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6886
 DK6886.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6886
 DK6886.The ellipsoidal height was determined by GPS observations
 DK6886.and is referenced to NAD 83.
 DK6886
 DK6886.The dynamic height is computed by dividing the NAVD 88
 DK6886.geopotential number by the normal gravity value computed on the
 DK6886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6886.degrees latitude (g = 980.6199 gals.).
 DK6886
 DK6886.The modeled gravity was interpolated from observed gravity values.
 DK6886
 DK6886. The following values were computed from the NAD 83(2007) position.
 DK6886
 DK6886;                    North         East     Units Scale Factor Converg.
 DK6886;SPC MN S     -   177,089.839 1,011,923.026   MT  1.00002821   +1 50 30.8
 DK6886;SPC MN S     -   581,002.25  3,319,950.79   sFT  1.00002821   +1 50 30.8
 DK6886;UTM  15      - 4,835,746.003   631,243.285   MT  0.99981187   +1 07 26.4
 DK6886
 DK6886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6886!SPC MN S     -   0.99994763  x   1.00002821  =   0.99997584
 DK6886!UTM  15      -   0.99994763  x   0.99981187  =   0.99975951
 DK6886
 DK6886                          SUPERSEDED SURVEY CONTROL
 DK6886
 DK6886  NAVD 88 (09/09/09)  365.14   (m)         1198.0    (f) LEVELING    3  
 DK6886
 DK6886.Superseded values are not recommended for survey control.
 DK6886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6886.See file dsdata.txt to determine how the superseded data were derived.
 DK6886
 DK6886_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3124335746(NAD 83)
 DK6886
 DK6886_MARKER: DD = SURVEY DISK
 DK6886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6886_STAMPING: 2803 F 6 2006
 DK6886_MARK LOGO: MNDT  
 DK6886_PROJECTION: FLUSH
 DK6886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6886+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DK6886_ROD/PIPE-DEPTH:  6.1 meters
 DK6886
 DK6886  HISTORY     - Date     Condition        Report By
 DK6886  HISTORY     - 2006     MONUMENTED       MNDT
 DK6886  HISTORY     - 20080304 GOOD             MNDT
 DK6886
 DK6886                          STATION DESCRIPTION
 DK6886
 DK6886'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6886'5.0 MI (8.0 KM) SOUTHWEST OF BROWNSVILLE, 6.10 MI (9.8 KM) SOUTHWEST
 DK6886'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6886'HIGHWAY 26 IN BROWNSVILLE,
 DK6886' 
 DK6886'63.6 FT (19.4 M) EAST OF COUNTY ROAD 3, 41.0 FT (12.5 M) NORTH OF A
 DK6886'FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK6886
 DK6886                          STATION RECOVERY (2008)
 DK6886
 DK6886'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DK6886'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6886'THE MARK IS 5.0 MILES SOUTHWEST OF BROWNSVILLE, 6.1 MILES SOUTHWEST
 DK6886'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6886'HIGHWAY 26 IN BROWNSVILLE, 63.6 FEET EAST OF COUNTY ROAD 3, 41 FEET
 DK6886'NORTH OF FIELD ENTRANCE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6820 ***********************************************************************
 DK6820  DESIGNATION -  2803 F 7
 DK6820  PID         -  DK6820
 DK6820  STATE/COUNTY-  MN/HOUSTON
 DK6820  COUNTRY     -  US
 DK6820  USGS QUAD   -  BROWNSVILLE (1980)
 DK6820
 DK6820                         *CURRENT SURVEY CONTROL
 DK6820  ______________________________________________________________________
 DK6820* NAD 83(1986) POSITION- 43 39 53.2    (N) 091 20 32.6    (W)   HD_HELD2  
 DK6820* NAVD 88 ORTHO HEIGHT -   345.354  (meters)    1133.05  (feet) ADJUSTED  
 DK6820  ______________________________________________________________________
 DK6820  GEOID HEIGHT    -        -31.23  (meters)                     GEOID09
 DK6820  DYNAMIC HEIGHT  -        345.288 (meters)     1132.83  (feet) COMP
 DK6820  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 DK6820
 DK6820  VERT ORDER      -  SECOND    CLASS I
 DK6820
 DK6820.The horizontal coordinates were established by autonomous hand held GPS
 DK6820.observations and have an estimated accuracy of +/- 10 meters.
 DK6820.
 DK6820.The orthometric height was determined by differential leveling and
 DK6820.adjusted in December 2008.
 DK6820
 DK6820.The dynamic height is computed by dividing the NAVD 88
 DK6820.geopotential number by the normal gravity value computed on the
 DK6820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6820.degrees latitude (g = 980.6199 gals.).
 DK6820
 DK6820.The modeled gravity was interpolated from observed gravity values.
 DK6820
 DK6820;                    North         East    Units  Estimated Accuracy
 DK6820;SPC MN S     -   177,350.    1,014,322.      MT  (+/- 10 meters HH2 GPS)
 DK6820
 DK6820                          SUPERSEDED SURVEY CONTROL
 DK6820
 DK6820.No superseded survey control is available for this station.
 DK6820
 DK6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3364435976(NAD 83)
 DK6820
 DK6820_MARKER: DD = SURVEY DISK
 DK6820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6820_STAMPING: 2803 F 7 2006
 DK6820_MARK LOGO: MNDT  
 DK6820_PROJECTION: FLUSH
 DK6820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6820+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6820_ROD/PIPE-DEPTH:  4.6 meters
 DK6820
 DK6820  HISTORY     - Date     Condition        Report By
 DK6820  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6820
 DK6820                          STATION DESCRIPTION
 DK6820
 DK6820'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6820'3.0 MI (4.8 KM) SOUTHWEST OF BROWNSVILLE, 4.40 MI (7.1 KM) SOUTHWEST
 DK6820'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6820'HIGHWAY 26 IN BROWNSVILLE, 102.0 FT (31.1 M) SOUTHEAST OF DRIVEWAY,
 DK6820'51.0 FT (15.5 M) SOUTHWEST OF COUNTY ROAD 3, 16.2 FT (4.9 M) SOUTHEAST
 DK6820'OF POWER-POLE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6819 ***********************************************************************
 DK6819  DESIGNATION -  2803 F 8
 DK6819  PID         -  DK6819
 DK6819  STATE/COUNTY-  MN/HOUSTON
 DK6819  COUNTRY     -  US
 DK6819  USGS QUAD   -  BROWNSVILLE (1980)
 DK6819
 DK6819                         *CURRENT SURVEY CONTROL
 DK6819  ______________________________________________________________________
 DK6819* NAD 83(2007) POSITION- 43 39 53.28082(N) 091 19 59.78392(W)   ADJUSTED  
 DK6819* NAD 83(2007) ELLIP HT-   321.243 (meters)        (09/09/09)   ADJUSTED
 DK6819* NAD 83(2007) EPOCH   -  2002.00
 DK6819* NAVD 88 ORTHO HEIGHT -   352.530  (meters)    1156.59  (feet) ADJUSTED  
 DK6819  ______________________________________________________________________
 DK6819  NAD 83(2007) X  -   -107,532.685 (meters)                     COMP
 DK6819  NAD 83(2007) Y  - -4,620,250.675 (meters)                     COMP
 DK6819  NAD 83(2007) Z  -  4,381,447.009 (meters)                     COMP
 DK6819  LAPLACE CORR    -         -8.81  (seconds)                    DEFLEC09
 DK6819  GEOID HEIGHT    -        -31.26  (meters)                     GEOID09
 DK6819  DYNAMIC HEIGHT  -        352.463 (meters)     1156.37  (feet) COMP
 DK6819  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 DK6819
 DK6819  HORZ ORDER      -  FIRST
 DK6819  VERT ORDER      -  SECOND    CLASS I
 DK6819  ELLP ORDER      -  FOURTH    CLASS I
 DK6819
 DK6819.The horizontal coordinates were established by GPS observations
 DK6819.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6819
 DK6819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6819.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6819
 DK6819.The horizontal coordinates are valid at the epoch date displayed above
 DK6819.which is a decimal equivalence of Year/Month/Day.
 DK6819
 DK6819.The orthometric height was determined by differential leveling and
 DK6819.adjusted in December 2008.
 DK6819
 DK6819.Photographs are available for this station.
 DK6819
 DK6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6819
 DK6819.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6819
 DK6819.The ellipsoidal height was determined by GPS observations
 DK6819.and is referenced to NAD 83.
 DK6819
 DK6819.The dynamic height is computed by dividing the NAVD 88
 DK6819.geopotential number by the normal gravity value computed on the
 DK6819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6819.degrees latitude (g = 980.6199 gals.).
 DK6819
 DK6819.The modeled gravity was interpolated from observed gravity values.
 DK6819
 DK6819. The following values were computed from the NAD 83(2007) position.
 DK6819
 DK6819;                    North         East     Units Scale Factor Converg.
 DK6819;SPC MN S     -   177,376.898 1,015,056.315   MT  1.00002779   +1 52 09.1
 DK6819;SPC MN S     -   581,944.04  3,330,230.59   sFT  1.00002779   +1 52 09.1
 DK6819;UTM  15      - 4,835,993.720   634,379.264   MT  0.99982211   +1 09 03.4
 DK6819
 DK6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6819!SPC MN S     -   0.99994963  x   1.00002779  =   0.99997742
 DK6819!UTM  15      -   0.99994963  x   0.99982211  =   0.99977175
 DK6819
 DK6819:                Primary Azimuth Mark                     Grid Az
 DK6819:SPC MN S     -  WALTER                                   176 17 37.4
 DK6819:UTM  15      -  WALTER                                   177 00 43.1
 DK6819
 DK6819|---------------------------------------------------------------------|
 DK6819| PID    Reference Object                     Distance      Geod. Az  |
 DK6819|                                                           dddmmss.s |
 DK6819| AC4928 WALTER                              475.144 METERS 1780946.5 |
 DK6819|---------------------------------------------------------------------|
 DK6819
 DK6819                          SUPERSEDED SURVEY CONTROL
 DK6819
 DK6819  NAVD 88 (09/09/09)  352.53   (m)         1156.6    (f) LEVELING    3  
 DK6819
 DK6819.Superseded values are not recommended for survey control.
 DK6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6819.See file dsdata.txt to determine how the superseded data were derived.
 DK6819
 DK6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3437935993(NAD 83)
 DK6819
 DK6819_MARKER: DD = SURVEY DISK
 DK6819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6819_STAMPING: 2803 F 8 2006
 DK6819_MARK LOGO: MNDT  
 DK6819_PROJECTION: FLUSH
 DK6819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6819+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DK6819_ROD/PIPE-DEPTH:  4.3 meters
 DK6819
 DK6819  HISTORY     - Date     Condition        Report By
 DK6819  HISTORY     - 2006     MONUMENTED       MNDT
 DK6819  HISTORY     - 20080304 GOOD             MNDT
 DK6819
 DK6819                          STATION DESCRIPTION
 DK6819
 DK6819'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6819'3.0 MI (4.8 KM) SOUTHWEST OF BROWNSVILLE, 3.90 MI (6.3 KM) SOUTHWEST
 DK6819'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6819'HIGHWAY 26 IN BROWNSVILLE, 59.0 FT (18.0 M) NORTHWEST OF COUNTY ROAD
 DK6819'3, 17.0 FT (5.2 M) SOUTHWEST OF A FIELD ENTRANCE, 1.0 FT (0.3 M)
 DK6819'SOUTHEAST OF A WITNESS POST.
 DK6819
 DK6819                          STATION RECOVERY (2008)
 DK6819
 DK6819'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DK6819'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6819'THE MARK IS 3.0 MILES SOUTHWEST OF BROWNSVILLE, 3.9 MILES SOUTHWEST
 DK6819'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6819'HIGHWAY 26 IN BROWNSVILLE, 59.0 FEET NORTHWEST OF COUNTY ROAD 3, 17.0
 DK6819'FEET SOUTHWEST OF FIELD ENTRANCE, 1.0 FOOT SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6818 ***********************************************************************
 DK6818  DESIGNATION -  2803 F 9
 DK6818  PID         -  DK6818
 DK6818  STATE/COUNTY-  MN/HOUSTON
 DK6818  COUNTRY     -  US
 DK6818  USGS QUAD   -  BROWNSVILLE (1980)
 DK6818
 DK6818                         *CURRENT SURVEY CONTROL
 DK6818  ______________________________________________________________________
 DK6818* NAD 83(1986) POSITION- 43 40 26.8    (N) 091 18 52.0    (W)   HD_HELD2  
 DK6818* NAVD 88 ORTHO HEIGHT -   262.287  (meters)     860.52  (feet) ADJUSTED  
 DK6818  ______________________________________________________________________
 DK6818  GEOID HEIGHT    -        -31.34  (meters)                     GEOID09
 DK6818  DYNAMIC HEIGHT  -        262.238 (meters)      860.36  (feet) COMP
 DK6818  MODELED GRAVITY -    980,424.4   (mgal)                       NAVD 88
 DK6818
 DK6818  VERT ORDER      -  SECOND    CLASS I
 DK6818
 DK6818.The horizontal coordinates were established by autonomous hand held GPS
 DK6818.observations and have an estimated accuracy of +/- 10 meters.
 DK6818.
 DK6818.The orthometric height was determined by differential leveling and
 DK6818.adjusted in December 2008.
 DK6818
 DK6818.The dynamic height is computed by dividing the NAVD 88
 DK6818.geopotential number by the normal gravity value computed on the
 DK6818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6818.degrees latitude (g = 980.6199 gals.).
 DK6818
 DK6818.The modeled gravity was interpolated from observed gravity values.
 DK6818
 DK6818;                    North         East    Units  Estimated Accuracy
 DK6818;SPC MN S     -   178,461.    1,016,540.      MT  (+/- 10 meters HH2 GPS)
 DK6818
 DK6818                          SUPERSEDED SURVEY CONTROL
 DK6818
 DK6818.No superseded survey control is available for this station.
 DK6818
 DK6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3587637058(NAD 83)
 DK6818
 DK6818_MARKER: DD = SURVEY DISK
 DK6818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6818_STAMPING: 2803 F 9 2006
 DK6818_MARK LOGO: MNDT  
 DK6818_PROJECTION: FLUSH
 DK6818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6818+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6818_ROD/PIPE-DEPTH:  4.3 meters
 DK6818
 DK6818  HISTORY     - Date     Condition        Report By
 DK6818  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6818
 DK6818                          STATION DESCRIPTION
 DK6818
 DK6818'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6818'2.0 MI (3.2 KM) SOUTHWEST OF BROWNSVILLE, 2.75 MI (4.4 KM) SOUTHWEST
 DK6818'ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3 AND TRUNK
 DK6818'HIGHWAY 26 IN BROWNSVILLE, 79.2 FT (24.1 M) SOUTHEAST OF COUNTY ROAD
 DK6818'3, 56.5 FT (17.2 M) NORTHWEST OF POWER-POLE, 3.0 FT (0.9 M) NORTHEAST
 DK6818'OF SNOW MOBILE TRAIL, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3684 ***********************************************************************
 DJ3684  DESIGNATION -  2803 G
 DJ3684  PID         -  DJ3684
 DJ3684  STATE/COUNTY-  MN/HOUSTON
 DJ3684  COUNTRY     -  US
 DJ3684  USGS QUAD   -  WILMINGTON (1965)
 DJ3684
 DJ3684                         *CURRENT SURVEY CONTROL
 DJ3684  ______________________________________________________________________
 DJ3684* NAD 83(1986) POSITION- 43 36 51.3    (N) 091 30 22.5    (W)   HD_HELD2  
 DJ3684* NAVD 88 ORTHO HEIGHT -   342.979  (meters)    1125.26  (feet) ADJUSTED  
 DJ3684  ______________________________________________________________________
 DJ3684  GEOID HEIGHT    -        -30.68  (meters)                     GEOID09
 DJ3684  DYNAMIC HEIGHT  -        342.909 (meters)     1125.03  (feet) COMP
 DJ3684  MODELED GRAVITY -    980,405.2   (mgal)                       NAVD 88
 DJ3684
 DJ3684  VERT ORDER      -  SECOND    CLASS I
 DJ3684
 DJ3684.The horizontal coordinates were established by autonomous hand held GPS
 DJ3684.observations and have an estimated accuracy of +/- 10 meters.
 DJ3684.
 DJ3684.The orthometric height was determined by differential leveling and
 DJ3684.adjusted in May 2008.
 DJ3684
 DJ3684.Photographs are available for this station.
 DJ3684
 DJ3684.The dynamic height is computed by dividing the NAVD 88
 DJ3684.geopotential number by the normal gravity value computed on the
 DJ3684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3684.degrees latitude (g = 980.6199 gals.).
 DJ3684
 DJ3684.The modeled gravity was interpolated from observed gravity values.
 DJ3684
 DJ3684;                    North         East    Units  Estimated Accuracy
 DJ3684;SPC MN S     -   171,323.    1,001,283.      MT  (+/- 10 meters HH2 GPS)
 DJ3684
 DJ3684                          SUPERSEDED SURVEY CONTROL
 DJ3684
 DJ3684.No superseded survey control is available for this station.
 DJ3684
 DJ3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2053330113(NAD 83)
 DJ3684
 DJ3684_MARKER: DD = SURVEY DISK
 DJ3684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3684_STAMPING: 2803 G 2005
 DJ3684_MARK LOGO: MNDT  
 DJ3684_PROJECTION: FLUSH
 DJ3684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3684+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2009
 DJ3684_ROD/PIPE-DEPTH: 10.7 meters
 DJ3684
 DJ3684  HISTORY     - Date     Condition        Report By
 DJ3684  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3684  HISTORY     - 2005     GOOD             MNDT
 DJ3684  HISTORY     - 20090624 GOOD             MNDT
 DJ3684
 DJ3684                          STATION DESCRIPTION
 DJ3684
 DJ3684'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3684'THE MARK IS 1.0 MILE (1.6 KM) SOUTH OF CALEDONIA, 2.2 MILES (3.5 KM)
 DJ3684'SOUTH ALONG TRUNK HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76
 DJ3684'AND TRUNK HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY 76, TRUNK HIGHWAY
 DJ3684'44 MILE POINT 51.40, 77.9 FEET (23.7 M) EAST OF TRUNK HIGHWAY 76,
 DJ3684'TRUNK HIGHWAY 44, 0.9 FEET (27.4 CM) WEST OF A WITNESS POST.
 DJ3684
 DJ3684                          STATION RECOVERY (2005)
 DJ3684
 DJ3684'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ3684'1.0 MI (1.6 KM) SOUTH OF CALEDONIA, 2.2 MI (3.5 KM) SOUTH ALONG TRUNK
 DJ3684'HIGHWAY 76 FROM NORTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY
 DJ3684'44 IN CALEDONIA, AT TRUNK HIGHWAY 76/TRUNK HIGHWAY 44 MILE POINT
 DJ3684'51.40, 77.9 FT (23.7 M) EAST OF TRUNK HIGHWAY 76/TRUNK HIGHWAY 44, 0.9
 DJ3684'FT (0.3 M) WEST OF A WITNESS POST, VICINITY IS SOUTHWEST CORNER OF
 DJ3684'GOLF COURSE.
 DJ3684
 DJ3684                          STATION RECOVERY (2009)
 DJ3684
 DJ3684'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DJ3684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3685 ***********************************************************************
 DJ3685  DESIGNATION -  2803 H
 DJ3685  PID         -  DJ3685
 DJ3685  STATE/COUNTY-  MN/HOUSTON
 DJ3685  COUNTRY     -  US
 DJ3685  USGS QUAD   -  WILMINGTON (1965)
 DJ3685
 DJ3685                         *CURRENT SURVEY CONTROL
 DJ3685  ______________________________________________________________________
 DJ3685* NAD 83(1986) POSITION- 43 36 07.4    (N) 091 30 40.3    (W)   HD_HELD2  
 DJ3685* NAVD 88 ORTHO HEIGHT -   355.990  (meters)    1167.94  (feet) ADJUSTED  
 DJ3685  ______________________________________________________________________
 DJ3685  GEOID HEIGHT    -        -30.66  (meters)                     GEOID09
 DJ3685  DYNAMIC HEIGHT  -        355.918 (meters)     1167.71  (feet) COMP
 DJ3685  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 DJ3685
 DJ3685  VERT ORDER      -  SECOND    CLASS I
 DJ3685
 DJ3685.The horizontal coordinates were established by autonomous hand held GPS
 DJ3685.observations and have an estimated accuracy of +/- 10 meters.
 DJ3685.
 DJ3685.The orthometric height was determined by differential leveling and
 DJ3685.adjusted in May 2008.
 DJ3685
 DJ3685.Photographs are available for this station.
 DJ3685
 DJ3685.The dynamic height is computed by dividing the NAVD 88
 DJ3685.geopotential number by the normal gravity value computed on the
 DJ3685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3685.degrees latitude (g = 980.6199 gals.).
 DJ3685
 DJ3685.The modeled gravity was interpolated from observed gravity values.
 DJ3685
 DJ3685;                    North         East    Units  Estimated Accuracy
 DJ3685;SPC MN S     -   169,956.    1,000,925.      MT  (+/- 10 meters HH2 GPS)
 DJ3685
 DJ3685                          SUPERSEDED SURVEY CONTROL
 DJ3685
 DJ3685.No superseded survey control is available for this station.
 DJ3685
 DJ3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2015928752(NAD 83)
 DJ3685
 DJ3685_MARKER: DD = SURVEY DISK
 DJ3685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3685_STAMPING: 2803 H 2005
 DJ3685_MARK LOGO: MNDT  
 DJ3685_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3685+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3685_ROD/PIPE-DEPTH:  4.3 meters
 DJ3685
 DJ3685  HISTORY     - Date     Condition        Report By
 DJ3685  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3685
 DJ3685                          STATION DESCRIPTION
 DJ3685
 DJ3685'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3685'THE MARK IS 2.50 MILES (4.02 KM) SOUTH OF HOUSTON, AT SOUTH JUNCTION
 DJ3685'OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 (2.5 MILES SOUTH OF
 DJ3685'CALEDONIA), AT TRUNK HIGHWAY 76 MILE POINT 50.40, 71.3 FEET (21.7 M)
 DJ3685'NORTHWEST OF TRUNK HIGHWAY 76,TRUNK HIGHWAY 44, 48.5 FEET (14.8 M)
 DJ3685'EWALB ROAD, 1.0 FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3686 ***********************************************************************
 DJ3686  DESIGNATION -  2803 J
 DJ3686  PID         -  DJ3686
 DJ3686  STATE/COUNTY-  MN/HOUSTON
 DJ3686  COUNTRY     -  US
 DJ3686  USGS QUAD   -  WILMINGTON (1965)
 DJ3686
 DJ3686                         *CURRENT SURVEY CONTROL
 DJ3686  ______________________________________________________________________
 DJ3686* NAD 83(1986) POSITION- 43 36 07.0    (N) 091 31 52.7    (W)   HD_HELD2  
 DJ3686* NAVD 88 ORTHO HEIGHT -   352.292  (meters)    1155.81  (feet) ADJUSTED  
 DJ3686  ______________________________________________________________________
 DJ3686  GEOID HEIGHT    -        -30.60  (meters)                     GEOID09
 DJ3686  DYNAMIC HEIGHT  -        352.220 (meters)     1155.58  (feet) COMP
 DJ3686  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 DJ3686
 DJ3686  VERT ORDER      -  SECOND    CLASS I
 DJ3686
 DJ3686.The horizontal coordinates were established by autonomous hand held GPS
 DJ3686.observations and have an estimated accuracy of +/- 10 meters.
 DJ3686.
 DJ3686.The orthometric height was determined by differential leveling and
 DJ3686.adjusted in May 2008.
 DJ3686
 DJ3686.Photographs are available for this station.
 DJ3686
 DJ3686.The dynamic height is computed by dividing the NAVD 88
 DJ3686.geopotential number by the normal gravity value computed on the
 DJ3686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3686.degrees latitude (g = 980.6199 gals.).
 DJ3686
 DJ3686.The modeled gravity was interpolated from observed gravity values.
 DJ3686
 DJ3686;                    North         East    Units  Estimated Accuracy
 DJ3686;SPC MN S     -   169,895.      999,302.      MT  (+/- 10 meters HH2 GPS)
 DJ3686
 DJ3686                          SUPERSEDED SURVEY CONTROL
 DJ3686
 DJ3686.No superseded survey control is available for this station.
 DJ3686
 DJ3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1853628711(NAD 83)
 DJ3686
 DJ3686_MARKER: DD = SURVEY DISK
 DJ3686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3686_STAMPING: 2803 J 2005
 DJ3686_MARK LOGO: MNDT  
 DJ3686_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3686+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3686_ROD/PIPE-DEPTH: 10.1 meters
 DJ3686
 DJ3686  HISTORY     - Date     Condition        Report By
 DJ3686  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3686
 DJ3686                          STATION DESCRIPTION
 DJ3686
 DJ3686'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3686'THE MARK IS 2.5 MILES (4.0 KM) SOUTHWEST OF CALEDONIA, 1.05 MI (1.7
 DJ3686'KM) (1.69 KM) SOUTH AND WEST ALONG TRUNK HIGHWAY 44 FROM SOUTH
 DJ3686'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF
 DJ3686'CALEDONIA), AT TRUNK HIGHWAY 44 MILE POINT 49.55, 65.7 FEET (20.0 M)
 DJ3686'NORTH OF TRUNK HIGHWAY 44, 3.9 FEET (1.2 M) SOUTH-SOUTHWEST OF A FENCE
 DJ3686'CORNER, 1.0 FEET (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3687 ***********************************************************************
 DJ3687  DESIGNATION -  2803 K
 DJ3687  PID         -  DJ3687
 DJ3687  STATE/COUNTY-  MN/HOUSTON
 DJ3687  COUNTRY     -  US
 DJ3687  USGS QUAD   -  WILMINGTON (1965)
 DJ3687
 DJ3687                         *CURRENT SURVEY CONTROL
 DJ3687  ______________________________________________________________________
 DJ3687* NAD 83(2007) POSITION- 43 35 39.99138(N) 091 32 45.21551(W)   ADJUSTED  
 DJ3687* NAD 83(2007) ELLIP HT-   325.849 (meters)        (09/09/09)   ADJUSTED
 DJ3687* NAD 83(2007) EPOCH   -  2002.00
 DJ3687* NAVD 88 ORTHO HEIGHT -   356.405  (meters)    1169.31  (feet) ADJUSTED  
 DJ3687  ______________________________________________________________________
 DJ3687  NAD 83(2007) X  -   -124,822.882 (meters)                     COMP
 DJ3687  NAD 83(2007) Y  - -4,625,215.244 (meters)                     COMP
 DJ3687  NAD 83(2007) Z  -  4,375,791.730 (meters)                     COMP
 DJ3687  LAPLACE CORR    -         -5.87  (seconds)                    DEFLEC09
 DJ3687  GEOID HEIGHT    -        -30.56  (meters)                     GEOID09
 DJ3687  DYNAMIC HEIGHT  -        356.332 (meters)     1169.07  (feet) COMP
 DJ3687  MODELED GRAVITY -    980,404.1   (mgal)                       NAVD 88
 DJ3687
 DJ3687  HORZ ORDER      -  FIRST
 DJ3687  VERT ORDER      -  SECOND    CLASS I
 DJ3687  ELLP ORDER      -  FOURTH    CLASS I
 DJ3687
 DJ3687.The horizontal coordinates were established by GPS observations
 DJ3687.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3687
 DJ3687.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3687.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3687
 DJ3687.The horizontal coordinates are valid at the epoch date displayed above
 DJ3687.which is a decimal equivalence of Year/Month/Day.
 DJ3687
 DJ3687.The orthometric height was determined by differential leveling and
 DJ3687.adjusted in May 2008.
 DJ3687
 DJ3687.Photographs are available for this station.
 DJ3687
 DJ3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3687
 DJ3687.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3687
 DJ3687.The ellipsoidal height was determined by GPS observations
 DJ3687.and is referenced to NAD 83.
 DJ3687
 DJ3687.The dynamic height is computed by dividing the NAVD 88
 DJ3687.geopotential number by the normal gravity value computed on the
 DJ3687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3687.degrees latitude (g = 980.6199 gals.).
 DJ3687
 DJ3687.The modeled gravity was interpolated from observed gravity values.
 DJ3687
 DJ3687. The following values were computed from the NAD 83(2007) position.
 DJ3687
 DJ3687;                    North         East     Units Scale Factor Converg.
 DJ3687;SPC MN S     -   169,025.898   998,149.770   MT  1.00004628   +1 43 12.5
 DJ3687;SPC MN S     -   554,545.80  3,274,763.04   sFT  1.00004628   +1 43 12.5
 DJ3687;UTM  15      - 4,827,857.152   617,373.534   MT  0.99976946   +1 00 10.1
 DJ3687
 DJ3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3687!SPC MN S     -   0.99994891  x   1.00004628  =   0.99999518
 DJ3687!UTM  15      -   0.99994891  x   0.99976946  =   0.99971838
 DJ3687
 DJ3687                          SUPERSEDED SURVEY CONTROL
 DJ3687
 DJ3687  NAVD 88 (09/09/09)  356.41   (m)         1169.3    (f) LEVELING    3  
 DJ3687
 DJ3687.Superseded values are not recommended for survey control.
 DJ3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3687.See file dsdata.txt to determine how the superseded data were derived.
 DJ3687
 DJ3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1737327857(NAD 83)
 DJ3687
 DJ3687_MARKER: DD = SURVEY DISK
 DJ3687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3687_STAMPING: 2803 K 2005
 DJ3687_MARK LOGO: MNDT  
 DJ3687_PROJECTION: FLUSH
 DJ3687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3687+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DJ3687_ROD/PIPE-DEPTH:  6.1 meters
 DJ3687
 DJ3687  HISTORY     - Date     Condition        Report By
 DJ3687  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3687  HISTORY     - 20080306 GOOD             MNDT
 DJ3687
 DJ3687                          STATION DESCRIPTION
 DJ3687
 DJ3687'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3687'THE MARK IS 3.5 MILES (5.6 KM) SOUTHWEST OF CALEDONIA, 1.95 MI (3.1
 DJ3687'KM) WEST AND SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF
 DJ3687'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF CALEDONIA),
 DJ3687'AT TRUNK HIGHWAY 44 MILE POINT 48.45, 95.4 FEET (29.1 M) NORTHWEST OF
 DJ3687'TRUNK HIGHWAY 44, 5.5 FEET (1.7 M) SOUTHWEST OF A FENCE CORNER, 1.0
 DJ3687'FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3687
 DJ3687                          STATION RECOVERY (2008)
 DJ3687
 DJ3687'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DJ3687'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3687'THE MARK IS 3.5 MILES SOUTHWEST OF CALEDONIA, 1.95 MILES WEST AND
 DJ3687'SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF TRUNK HIGHWAY
 DJ3687'44 AND TRUNK HIGHWAY 76 WHICH IS 2.5 MILES SOUTH OF CALEDONIA, AT
 DJ3687'TRUNK HIGHWAY 44 MILEPOINT 48.45, 95.4 FEET NORTHWEST OF TRUNK HIGHWAY
 DJ3687'44, 5.5 FEET SOUTHWEST OF FENCE CORNER, 1.0 FOOT SOUTHEAST OF WITNESS
 DJ3687'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3689 ***********************************************************************
 DJ3689  DESIGNATION -  2803 L
 DJ3689  PID         -  DJ3689
 DJ3689  STATE/COUNTY-  MN/HOUSTON
 DJ3689  COUNTRY     -  US
 DJ3689  USGS QUAD   -  WILMINGTON (1965)
 DJ3689
 DJ3689                         *CURRENT SURVEY CONTROL
 DJ3689  ______________________________________________________________________
 DJ3689* NAD 83(2007) POSITION- 43 35 12.96460(N) 091 33 57.28921(W)   ADJUSTED  
 DJ3689* NAD 83(2007) ELLIP HT-   323.890 (meters)        (09/09/09)   ADJUSTED
 DJ3689* NAD 83(2007) EPOCH   -  2002.00
 DJ3689* NAVD 88 ORTHO HEIGHT -   354.383  (meters)    1162.67  (feet) ADJUSTED  
 DJ3689  ______________________________________________________________________
 DJ3689  NAD 83(2007) X  -   -126,454.710 (meters)                     COMP
 DJ3689  NAD 83(2007) Y  - -4,625,744.862 (meters)                     COMP
 DJ3689  NAD 83(2007) Z  -  4,375,186.217 (meters)                     COMP
 DJ3689  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC09
 DJ3689  GEOID HEIGHT    -        -30.51  (meters)                     GEOID09
 DJ3689  DYNAMIC HEIGHT  -        354.310 (meters)     1162.43  (feet) COMP
 DJ3689  MODELED GRAVITY -    980,402.9   (mgal)                       NAVD 88
 DJ3689
 DJ3689  HORZ ORDER      -  FIRST
 DJ3689  VERT ORDER      -  SECOND    CLASS I
 DJ3689  ELLP ORDER      -  FOURTH    CLASS I
 DJ3689
 DJ3689.The horizontal coordinates were established by GPS observations
 DJ3689.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3689
 DJ3689.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3689.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3689
 DJ3689.The horizontal coordinates are valid at the epoch date displayed above
 DJ3689.which is a decimal equivalence of Year/Month/Day.
 DJ3689
 DJ3689.The orthometric height was determined by differential leveling and
 DJ3689.adjusted in May 2008.
 DJ3689
 DJ3689.Photographs are available for this station.
 DJ3689
 DJ3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3689
 DJ3689.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3689
 DJ3689.The ellipsoidal height was determined by GPS observations
 DJ3689.and is referenced to NAD 83.
 DJ3689
 DJ3689.The dynamic height is computed by dividing the NAVD 88
 DJ3689.geopotential number by the normal gravity value computed on the
 DJ3689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3689.degrees latitude (g = 980.6199 gals.).
 DJ3689
 DJ3689.The modeled gravity was interpolated from observed gravity values.
 DJ3689
 DJ3689. The following values were computed from the NAD 83(2007) position.
 DJ3689
 DJ3689;                    North         East     Units Scale Factor Converg.
 DJ3689;SPC MN S     -   168,143.787   996,558.590   MT  1.00004833   +1 42 22.0
 DJ3689;SPC MN S     -   551,651.74  3,269,542.64   sFT  1.00004833   +1 42 22.0
 DJ3689;UTM  15      - 4,826,995.271   615,771.884   MT  0.99976486   +0 59 19.8
 DJ3689
 DJ3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3689!SPC MN S     -   0.99994921  x   1.00004833  =   0.99999754
 DJ3689!UTM  15      -   0.99994921  x   0.99976486  =   0.99971408
 DJ3689
 DJ3689                          SUPERSEDED SURVEY CONTROL
 DJ3689
 DJ3689  NAVD 88 (09/09/09)  354.38   (m)         1162.7    (f) LEVELING    3  
 DJ3689
 DJ3689.Superseded values are not recommended for survey control.
 DJ3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3689.See file dsdata.txt to determine how the superseded data were derived.
 DJ3689
 DJ3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1577126995(NAD 83)
 DJ3689
 DJ3689_MARKER: DD = SURVEY DISK
 DJ3689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3689_STAMPING: 2803 L 2005
 DJ3689_MARK LOGO: MNDT  
 DJ3689_PROJECTION: RECESSED 5 CENTIMETERS
 DJ3689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3689+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DJ3689_ROD/PIPE-DEPTH:  3.0 meters
 DJ3689
 DJ3689  HISTORY     - Date     Condition        Report By
 DJ3689  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3689  HISTORY     - 20080306 GOOD             MNDT
 DJ3689
 DJ3689                          STATION DESCRIPTION
 DJ3689
 DJ3689'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3689'THE MARK IS 4.5 MILES (7.2 KM) SOUTHWEST OF CALEDONIA, 3.15 MI (5.1
 DJ3689'KM) (5.07 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF
 DJ3689'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTH OF CALEDONIA),
 DJ3689'AT TRUNK HIGHWAY 44 MILE POINT 47.30, 72.4 FEET (22.1 M)
 DJ3689'NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 3.6 FEET (1.1 M) SOUTH-SOUTHEAST
 DJ3689'OF RIGHT OF WAY POST, 1.0 FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
 DJ3689
 DJ3689                          STATION RECOVERY (2008)
 DJ3689
 DJ3689'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TNP)
 DJ3689'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3689'THE MARK IS 4.5 MILES SOUTHWEST OF CALEDONIA, 3.15 MILES SOUTHWEST
 DJ3689'ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 44 AND
 DJ3689'TRUNK HIGHWAY 76 WHICH IS 2.5 MILES SOUTH OF CALEDONIA, AT TRUNK
 DJ3689'HIGHWAY 44 MILEPOINT 47.30, 72.4 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY
 DJ3689'44, 3.6 FEET SOUTH-SOUTHEAST OF RIGHT-OF-WAY POST, 1.0 FOOT SOUTHEAST
 DJ3689'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3690 ***********************************************************************
 DJ3690  DESIGNATION -  2803 M
 DJ3690  PID         -  DJ3690
 DJ3690  STATE/COUNTY-  MN/HOUSTON
 DJ3690  COUNTRY     -  US
 DJ3690  USGS QUAD   -  WILMINGTON (1965)
 DJ3690
 DJ3690                         *CURRENT SURVEY CONTROL
 DJ3690  ______________________________________________________________________
 DJ3690* NAD 83(1986) POSITION- 43 34 42.5    (N) 091 34 44.5    (W)   HD_HELD2  
 DJ3690* NAVD 88 ORTHO HEIGHT -   395.403  (meters)    1297.25  (feet) ADJUSTED  
 DJ3690  ______________________________________________________________________
 DJ3690  GEOID HEIGHT    -        -30.47  (meters)                     GEOID09
 DJ3690  DYNAMIC HEIGHT  -        395.322 (meters)     1296.99  (feet) COMP
 DJ3690  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 DJ3690
 DJ3690  VERT ORDER      -  SECOND    CLASS I
 DJ3690
 DJ3690.The horizontal coordinates were established by autonomous hand held GPS
 DJ3690.observations and have an estimated accuracy of +/- 10 meters.
 DJ3690.
 DJ3690.The orthometric height was determined by differential leveling and
 DJ3690.adjusted in May 2008.
 DJ3690
 DJ3690.Photographs are available for this station.
 DJ3690
 DJ3690.The dynamic height is computed by dividing the NAVD 88
 DJ3690.geopotential number by the normal gravity value computed on the
 DJ3690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3690.degrees latitude (g = 980.6199 gals.).
 DJ3690
 DJ3690.The modeled gravity was interpolated from observed gravity values.
 DJ3690
 DJ3690;                    North         East    Units  Estimated Accuracy
 DJ3690;SPC MN S     -   167,172.      995,528.      MT  (+/- 10 meters HH2 GPS)
 DJ3690
 DJ3690                          SUPERSEDED SURVEY CONTROL
 DJ3690
 DJ3690.No superseded survey control is available for this station.
 DJ3690
 DJ3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1472926037(NAD 83)
 DJ3690
 DJ3690_MARKER: DD = SURVEY DISK
 DJ3690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3690_STAMPING: 2803 M 2005
 DJ3690_MARK LOGO: MNDT  
 DJ3690_PROJECTION: FLUSH
 DJ3690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3690+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3690_ROD/PIPE-DEPTH:  5.5 meters
 DJ3690
 DJ3690  HISTORY     - Date     Condition        Report By
 DJ3690  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3690
 DJ3690                          STATION DESCRIPTION
 DJ3690
 DJ3690'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3690'THE MARK IS 5.5 MILES (8.9 KM) SOUTHWEST OF CALEDONIA, 4.05 MI (6.5
 DJ3690'KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM SOUTH JUNCTION OF TRUNK
 DJ3690'HIGHWAY 44 AND TRUNK HIGHWAY 76 (2.5 MILES SOUTHWEST OF CALEDONIA), AT
 DJ3690'TRUNK HIGHWAY 44 MILE POINT 46.40, 66.7 FEET (20.3 M) NORTHWEST OF
 DJ3690'TRUNK HIGHWAY 44, 44.1 FEET (13.4 M) NORTHEAST OF SWITCH ROAD, 10.7
 DJ3690'FEET (3.3 M) EAST OF PEDESTAL NUMBER B5A 1, 1.0 FT (0.3 M) (0.3 M)
 DJ3690'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3691 ***********************************************************************
 DJ3691  DESIGNATION -  2803 N
 DJ3691  PID         -  DJ3691
 DJ3691  STATE/COUNTY-  MN/HOUSTON
 DJ3691  COUNTRY     -  US
 DJ3691  USGS QUAD   -  WILMINGTON (1965)
 DJ3691
 DJ3691                         *CURRENT SURVEY CONTROL
 DJ3691  ______________________________________________________________________
 DJ3691* NAD 83(2007) POSITION- 43 34 22.13929(N) 091 35 44.02528(W)   ADJUSTED  
 DJ3691* NAD 83(2007) ELLIP HT-   371.888 (meters)        (09/09/09)   ADJUSTED
 DJ3691* NAD 83(2007) EPOCH   -  2002.00
 DJ3691* NAVD 88 ORTHO HEIGHT -   402.310  (meters)    1319.91  (feet) ADJUSTED  
 DJ3691  ______________________________________________________________________
 DJ3691  NAD 83(2007) X  -   -128,879.460 (meters)                     COMP
 DJ3691  NAD 83(2007) Y  - -4,626,794.529 (meters)                     COMP
 DJ3691  NAD 83(2007) Z  -  4,374,082.940 (meters)                     COMP
 DJ3691  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC09
 DJ3691  GEOID HEIGHT    -        -30.44  (meters)                     GEOID09
 DJ3691  DYNAMIC HEIGHT  -        402.227 (meters)     1319.64  (feet) COMP
 DJ3691  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 DJ3691
 DJ3691  HORZ ORDER      -  FIRST
 DJ3691  VERT ORDER      -  SECOND    CLASS I
 DJ3691  ELLP ORDER      -  FOURTH    CLASS I
 DJ3691
 DJ3691.The horizontal coordinates were established by GPS observations
 DJ3691.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3691
 DJ3691.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3691.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3691
 DJ3691.The horizontal coordinates are valid at the epoch date displayed above
 DJ3691.which is a decimal equivalence of Year/Month/Day.
 DJ3691
 DJ3691.The orthometric height was determined by differential leveling and
 DJ3691.adjusted in May 2008.
 DJ3691
 DJ3691.Photographs are available for this station.
 DJ3691
 DJ3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3691
 DJ3691.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3691
 DJ3691.The ellipsoidal height was determined by GPS observations
 DJ3691.and is referenced to NAD 83.
 DJ3691
 DJ3691.The dynamic height is computed by dividing the NAVD 88
 DJ3691.geopotential number by the normal gravity value computed on the
 DJ3691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3691.degrees latitude (g = 980.6199 gals.).
 DJ3691
 DJ3691.The modeled gravity was interpolated from observed gravity values.
 DJ3691
 DJ3691. The following values were computed from the NAD 83(2007) position.
 DJ3691
 DJ3691;                    North         East     Units Scale Factor Converg.
 DJ3691;SPC MN S     -   166,504.945   994,211.196   MT  1.00005225   +1 41 07.2
 DJ3691;SPC MN S     -   546,274.97  3,261,841.23   sFT  1.00005225   +1 41 07.2
 DJ3691;UTM  15      - 4,825,386.406   613,404.843   MT  0.99975819   +0 58 05.3
 DJ3691
 DJ3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3691!SPC MN S     -   0.99994169  x   1.00005225  =   0.99999393
 DJ3691!UTM  15      -   0.99994169  x   0.99975819  =   0.99969989
 DJ3691
 DJ3691                          SUPERSEDED SURVEY CONTROL
 DJ3691
 DJ3691  NAVD 88 (09/09/09)  402.31   (m)         1319.9    (f) LEVELING    3  
 DJ3691
 DJ3691.Superseded values are not recommended for survey control.
 DJ3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3691.See file dsdata.txt to determine how the superseded data were derived.
 DJ3691
 DJ3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1340425386(NAD 83)
 DJ3691
 DJ3691_MARKER: DD = SURVEY DISK
 DJ3691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3691_STAMPING: 2803 N 2005
 DJ3691_MARK LOGO: MNDT  
 DJ3691_PROJECTION: FLUSH
 DJ3691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3691+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DJ3691_ROD/PIPE-DEPTH:  7.6 meters
 DJ3691
 DJ3691  HISTORY     - Date     Condition        Report By
 DJ3691  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3691  HISTORY     - 20070228 GOOD             MNDT
 DJ3691
 DJ3691                          STATION DESCRIPTION
 DJ3691
 DJ3691'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3691'THE MARK IS 3.0 MILES (4.8 KM) NORTHEAST OF SPRING GROVE, 3.20 MI (5.1
 DJ3691'KM) NORTHEAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DJ3691'HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3691'MILE POINT 45.45, 179.8 FEET (54.8 M) WEST-SOUTHWEST OF VALLEY VISTA
 DJ3691'ROAD, 72.7 FEET (22.2 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 44, 6.1 FEET
 DJ3691'(1.9 M) NORTH OF A FENCE CORNER, 1.0 FOOT (0.3 M) NORTHWEST OF A
 DJ3691'WITNESS POST.
 DJ3691
 DJ3691                          STATION RECOVERY (2007)
 DJ3691
 DJ3691'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3691'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3691'THE MARK IS 3.0 MILES NORTHEAST OF SPRING GROVE, 3.2 MILES NORTHEAST
 DJ3691'ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY
 DJ3691'ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILEPOINT 45.45, 179.8
 DJ3691'FEET WEST-SOUTHWEST OF VALLEY VISTA ROAD, 72.7 FEET SOUTH-SOUTHEAST OF
 DJ3691'TRUNK HIGHWAY 44, 6.1 FEET NORTHWEST OF FENCE CORNER, 1.0 FOOT NORTH
 DJ3691'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3692 ***********************************************************************
 DJ3692  DESIGNATION -  2803 P
 DJ3692  PID         -  DJ3692
 DJ3692  STATE/COUNTY-  MN/HOUSTON
 DJ3692  COUNTRY     -  US
 DJ3692  USGS QUAD   -  WILMINGTON (1965)
 DJ3692
 DJ3692                         *CURRENT SURVEY CONTROL
 DJ3692  ______________________________________________________________________
 DJ3692* NAD 83(2007) POSITION- 43 34 01.59350(N) 091 36 50.85429(W)   ADJUSTED  
 DJ3692* NAD 83(2007) ELLIP HT-   369.950 (meters)        (09/09/09)   ADJUSTED
 DJ3692* NAD 83(2007) EPOCH   -  2002.00
 DJ3692* NAVD 88 ORTHO HEIGHT -   400.337  (meters)    1313.44  (feet) ADJUSTED  
 DJ3692  ______________________________________________________________________
 DJ3692  NAD 83(2007) X  -   -130,390.789 (meters)                     COMP
 DJ3692  NAD 83(2007) Y  - -4,627,188.016 (meters)                     COMP
 DJ3692  NAD 83(2007) Z  -  4,373,622.160 (meters)                     COMP
 DJ3692  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC09
 DJ3692  GEOID HEIGHT    -        -30.40  (meters)                     GEOID09
 DJ3692  DYNAMIC HEIGHT  -        400.253 (meters)     1313.16  (feet) COMP
 DJ3692  MODELED GRAVITY -    980,398.5   (mgal)                       NAVD 88
 DJ3692
 DJ3692  HORZ ORDER      -  FIRST
 DJ3692  VERT ORDER      -  SECOND    CLASS I
 DJ3692  ELLP ORDER      -  FOURTH    CLASS I
 DJ3692
 DJ3692.The horizontal coordinates were established by GPS observations
 DJ3692.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3692
 DJ3692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3692.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3692
 DJ3692.The horizontal coordinates are valid at the epoch date displayed above
 DJ3692.which is a decimal equivalence of Year/Month/Day.
 DJ3692
 DJ3692.The orthometric height was determined by differential leveling and
 DJ3692.adjusted in May 2008.
 DJ3692
 DJ3692.Photographs are available for this station.
 DJ3692
 DJ3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3692
 DJ3692.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3692
 DJ3692.The ellipsoidal height was determined by GPS observations
 DJ3692.and is referenced to NAD 83.
 DJ3692
 DJ3692.The dynamic height is computed by dividing the NAVD 88
 DJ3692.geopotential number by the normal gravity value computed on the
 DJ3692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3692.degrees latitude (g = 980.6199 gals.).
 DJ3692
 DJ3692.The modeled gravity was interpolated from observed gravity values.
 DJ3692
 DJ3692. The following values were computed from the NAD 83(2007) position.
 DJ3692
 DJ3692;                    North         East     Units Scale Factor Converg.
 DJ3692;SPC MN S     -   165,827.159   992,730.709   MT  1.00005386   +1 40 20.4
 DJ3692;SPC MN S     -   544,051.27  3,256,984.00   sFT  1.00005386   +1 40 20.4
 DJ3692;UTM  15      - 4,824,727.398   611,916.431   MT  0.99975407   +0 57 18.9
 DJ3692
 DJ3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3692!SPC MN S     -   0.99994199  x   1.00005386  =   0.99999585
 DJ3692!UTM  15      -   0.99994199  x   0.99975407  =   0.99969607
 DJ3692
 DJ3692                          SUPERSEDED SURVEY CONTROL
 DJ3692
 DJ3692  NAVD 88 (09/09/09)  400.34   (m)         1313.4    (f) LEVELING    3  
 DJ3692
 DJ3692.Superseded values are not recommended for survey control.
 DJ3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3692.See file dsdata.txt to determine how the superseded data were derived.
 DJ3692
 DJ3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1191624727(NAD 83)
 DJ3692
 DJ3692_MARKER: DD = SURVEY DISK
 DJ3692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3692_STAMPING: 2803 P 2005
 DJ3692_MARK LOGO: MNDT  
 DJ3692_PROJECTION: FLUSH
 DJ3692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3692+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DJ3692_ROD/PIPE-DEPTH:  5.2 meters
 DJ3692
 DJ3692  HISTORY     - Date     Condition        Report By
 DJ3692  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3692  HISTORY     - 20070228 GOOD             MNDT
 DJ3692
 DJ3692                          STATION DESCRIPTION
 DJ3692
 DJ3692'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3692'THE MARK IS 1.50 MILES (2.41 KM) NORTHEAST OF SPRING GROVE, 1.30
 DJ3692'MILES(2.09 KM) NORTHEAST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF
 DJ3692'TRUNK HIGHWAY 44 AND COUNTY ROAD 16 (DIVISION AVENUE) IN SPRING GROVE,
 DJ3692'AT TRUNK HIGHWAY 44 MILE POINT 44.30, 84.2 FEET (25.7 M)
 DJ3692'NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 2.9 FEET (0.9 M) SOUTH-SOUTHEAST
 DJ3692'OF FIBER CABLE MARKER, 1.0 FEET (0.3 M) SOUTH OF A WITNESS POST.
 DJ3692
 DJ3692                          STATION RECOVERY (2007)
 DJ3692
 DJ3692'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3692'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3692'THE MARK IS 1.5 MILES NORTHEAST OF SPRING GROVE, 1.3 MILES NORTHEAST
 DJ3692'ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY
 DJ3692'ROAD 16 (DIVISION AVENUE) IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3692'MILEPOINT 44.30, 84.2 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 44, 2.9
 DJ3692'FEET SOUTH-SOUTHEAST OF FIBER CABLE MARKER, 1.0 FOOT SOUTH OF WITNESS
 DJ3692'POST, ACROSS FROM LARGE BUILDING AND CABOOSES 700 EAST MAIN STEET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3693 ***********************************************************************
 DJ3693  DESIGNATION -  2803 Q
 DJ3693  PID         -  DJ3693
 DJ3693  STATE/COUNTY-  MN/HOUSTON
 DJ3693  COUNTRY     -  US
 DJ3693  USGS QUAD   -  SPRING GROVE (1965)
 DJ3693
 DJ3693                         *CURRENT SURVEY CONTROL
 DJ3693  ______________________________________________________________________
 DJ3693* NAD 83(1986) POSITION- 43 33 40.2    (N) 091 37 54.2    (W)   HD_HELD2  
 DJ3693* NAVD 88 ORTHO HEIGHT -   403.597  (meters)    1324.13  (feet) ADJUSTED  
 DJ3693  ______________________________________________________________________
 DJ3693  GEOID HEIGHT    -        -30.36  (meters)                     GEOID09
 DJ3693  DYNAMIC HEIGHT  -        403.512 (meters)     1323.86  (feet) COMP
 DJ3693  MODELED GRAVITY -    980,396.7   (mgal)                       NAVD 88
 DJ3693
 DJ3693  VERT ORDER      -  SECOND    CLASS I
 DJ3693
 DJ3693.The horizontal coordinates were established by autonomous hand held GPS
 DJ3693.observations and have an estimated accuracy of +/- 10 meters.
 DJ3693.
 DJ3693.The orthometric height was determined by differential leveling and
 DJ3693.adjusted in May 2008.
 DJ3693
 DJ3693.Photographs are available for this station.
 DJ3693
 DJ3693.The dynamic height is computed by dividing the NAVD 88
 DJ3693.geopotential number by the normal gravity value computed on the
 DJ3693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3693.degrees latitude (g = 980.6199 gals.).
 DJ3693
 DJ3693.The modeled gravity was interpolated from observed gravity values.
 DJ3693
 DJ3693;                    North         East    Units  Estimated Accuracy
 DJ3693;SPC MN S     -   165,126.      991,329.      MT  (+/- 10 meters HH2 GPS)
 DJ3693
 DJ3693                          SUPERSEDED SURVEY CONTROL
 DJ3693
 DJ3693.No superseded survey control is available for this station.
 DJ3693
 DJ3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1050624043(NAD 83)
 DJ3693
 DJ3693_MARKER: DD = SURVEY DISK
 DJ3693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3693_STAMPING: 2803 Q 2005
 DJ3693_MARK LOGO: MNDT  
 DJ3693_PROJECTION: FLUSH
 DJ3693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3693+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3693_ROD/PIPE-DEPTH:  3.7 meters
 DJ3693
 DJ3693  HISTORY     - Date     Condition        Report By
 DJ3693  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3693
 DJ3693                          STATION DESCRIPTION
 DJ3693
 DJ3693'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3693'THE MARK IS IN SPRING GROVE, 0.20 MILES (0.32 KM) EAST ALONG TRUNK
 DJ3693'HIGHWAY 44 FROM THE JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 16
 DJ3693'(DIVISION AVENUE) IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILE POINT
 DJ3693'43.40, 31.7 FEET (9.7 M) NORTH OF TRUNK HIGHWAY 44, 29.5 FEET (9.0 M)
 DJ3693'EAST OF GROVE AVENUE NORTHEAST, 0.9 FEET (27.4 CM) SOUTH OF A WITNESS
 DJ3693'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3694 ***********************************************************************
 DJ3694  DESIGNATION -  2803 R
 DJ3694  PID         -  DJ3694
 DJ3694  STATE/COUNTY-  MN/HOUSTON
 DJ3694  COUNTRY     -  US
 DJ3694  USGS QUAD   -  SPRING GROVE (1965)
 DJ3694
 DJ3694                         *CURRENT SURVEY CONTROL
 DJ3694  ______________________________________________________________________
 DJ3694* NAD 83(1986) POSITION- 43 33 29.4    (N) 091 39 04.0    (W)   HD_HELD2  
 DJ3694* NAVD 88 ORTHO HEIGHT -   397.765  (meters)    1305.00  (feet) ADJUSTED  
 DJ3694  ______________________________________________________________________
 DJ3694  GEOID HEIGHT    -        -30.33  (meters)                     GEOID09
 DJ3694  DYNAMIC HEIGHT  -        397.682 (meters)     1304.73  (feet) COMP
 DJ3694  MODELED GRAVITY -    980,400.0   (mgal)                       NAVD 88
 DJ3694
 DJ3694  VERT ORDER      -  SECOND    CLASS I
 DJ3694
 DJ3694.The horizontal coordinates were established by autonomous hand held GPS
 DJ3694.observations and have an estimated accuracy of +/- 10 meters.
 DJ3694.
 DJ3694.The orthometric height was determined by differential leveling and
 DJ3694.adjusted in May 2008.
 DJ3694
 DJ3694.Photographs are available for this station.
 DJ3694
 DJ3694.The dynamic height is computed by dividing the NAVD 88
 DJ3694.geopotential number by the normal gravity value computed on the
 DJ3694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3694.degrees latitude (g = 980.6199 gals.).
 DJ3694
 DJ3694.The modeled gravity was interpolated from observed gravity values.
 DJ3694
 DJ3694;                    North         East    Units  Estimated Accuracy
 DJ3694;SPC MN S     -   164,747.      989,772.      MT  (+/- 10 meters HH2 GPS)
 DJ3694
 DJ3694                          SUPERSEDED SURVEY CONTROL
 DJ3694
 DJ3694.No superseded survey control is available for this station.
 DJ3694
 DJ3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0894523685(NAD 83)
 DJ3694
 DJ3694_MARKER: DD = SURVEY DISK
 DJ3694_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3694_STAMPING: 2803 R 2005
 DJ3694_MARK LOGO: MNDT  
 DJ3694_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3694+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3694_ROD/PIPE-DEPTH:  4.0 meters
 DJ3694
 DJ3694  HISTORY     - Date     Condition        Report By
 DJ3694  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3694
 DJ3694                          STATION DESCRIPTION
 DJ3694
 DJ3694'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3694'THE MARK IS 1.0 MILE (1.6 KM) WEST OF SPRING GROVE, 0.85 MI (1.4 KM)
 DJ3694'(1.37 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF
 DJ3694'TRUNK HIGHWAY 44 AND COUNTY ROAD 16 (DIVISION AVENUE) IN SPRING GROVE,
 DJ3694'AT TRUNK HIGHWAY 44 MILE POINT 42.30, 92.2 FEET (28.1 M) SOUTHWEST OF
 DJ3694'COUNTY ROAD 4, 89.1 FEET (27.2 M) NORTHWEST OF TRUNK HIGHWAY 44, 59.3
 DJ3694'FEET (18.1 M) SOUTH OF TERRITORIAL DRIVE, 10.2 FT (3.1 M) (3.1 M)
 DJ3694'SOUTHWEST OF A POWER POLE, 1.0 FEET (0.3 M) SOUTHEAST OF A WITNESS
 DJ3694'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3695 ***********************************************************************
 DJ3695  DESIGNATION -  2803 S
 DJ3695  PID         -  DJ3695
 DJ3695  STATE/COUNTY-  MN/HOUSTON
 DJ3695  COUNTRY     -  US
 DJ3695  USGS QUAD   -  SPRING GROVE (1965)
 DJ3695
 DJ3695                         *CURRENT SURVEY CONTROL
 DJ3695  ______________________________________________________________________
 DJ3695* NAD 83(1986) POSITION- 43 33 06.8    (N) 091 40 48.8    (W)   HD_HELD2  
 DJ3695* NAVD 88 ORTHO HEIGHT -   391.040  (meters)    1282.94  (feet) ADJUSTED  
 DJ3695  ______________________________________________________________________
 DJ3695  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 DJ3695  DYNAMIC HEIGHT  -        390.960 (meters)     1282.67  (feet) COMP
 DJ3695  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 DJ3695
 DJ3695  VERT ORDER      -  SECOND    CLASS I
 DJ3695
 DJ3695.The horizontal coordinates were established by autonomous hand held GPS
 DJ3695.observations and have an estimated accuracy of +/- 10 meters.
 DJ3695.
 DJ3695.The orthometric height was determined by differential leveling and
 DJ3695.adjusted in May 2008.
 DJ3695
 DJ3695.Photographs are available for this station.
 DJ3695
 DJ3695.The dynamic height is computed by dividing the NAVD 88
 DJ3695.geopotential number by the normal gravity value computed on the
 DJ3695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3695.degrees latitude (g = 980.6199 gals.).
 DJ3695
 DJ3695.The modeled gravity was interpolated from observed gravity values.
 DJ3695
 DJ3695;                    North         East    Units  Estimated Accuracy
 DJ3695;SPC MN S     -   163,983.      987,441.      MT  (+/- 10 meters HH2 GPS)
 DJ3695
 DJ3695                          SUPERSEDED SURVEY CONTROL
 DJ3695
 DJ3695.No superseded survey control is available for this station.
 DJ3695
 DJ3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0660522950(NAD 83)
 DJ3695
 DJ3695_MARKER: DD = SURVEY DISK
 DJ3695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3695_STAMPING: 2803 S 2005
 DJ3695_MARK LOGO: MNDT  
 DJ3695_PROJECTION: FLUSH
 DJ3695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3695+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3695_ROD/PIPE-DEPTH:  4.0 meters
 DJ3695
 DJ3695  HISTORY     - Date     Condition        Report By
 DJ3695  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3695
 DJ3695                          STATION DESCRIPTION
 DJ3695
 DJ3695'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3695'THE MARK IS 2.0 MILES (3.2 KM) WEST-SOUTHWEST OF SPRING GROVE, 2.40
 DJ3695'MILES (3.86 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE
 DJ3695'JUNCTION OF TRUNK HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT
 DJ3695'TRUNK HIGHWAY 44 MILE POINT 40.75, 69.0 FEET (21.0 M) SOUTHEAST OF
 DJ3695'TRUNK HIGHWAY 44, 29.5 FEET (9.0 M) NORTHEAST OF DRIVEWAY NUMBER 21
 DJ3695'331, 5.6 FEET (1.7 M) NORTHEAST OF CABLE PEDESTAL NUMBER D3EB1, 1.0 FT
 DJ3695'(0.3 M) (0.3 M) NORTH WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3696 ***********************************************************************
 DJ3696  DESIGNATION -  2803 T
 DJ3696  PID         -  DJ3696
 DJ3696  STATE/COUNTY-  MN/HOUSTON
 DJ3696  COUNTRY     -  US
 DJ3696  USGS QUAD   -  SPRING GROVE (1965)
 DJ3696
 DJ3696                         *CURRENT SURVEY CONTROL
 DJ3696  ______________________________________________________________________
 DJ3696* NAD 83(2007) POSITION- 43 32 36.76544(N) 091 41 39.43738(W)   ADJUSTED  
 DJ3696* NAD 83(2007) ELLIP HT-   354.098 (meters)        (09/09/09)   ADJUSTED
 DJ3696* NAD 83(2007) EPOCH   -  2002.00
 DJ3696* NAVD 88 ORTHO HEIGHT -   384.357  (meters)    1261.01  (feet) ADJUSTED  
 DJ3696  ______________________________________________________________________
 DJ3696  NAD 83(2007) X  -   -136,917.512 (meters)                     COMP
 DJ3696  NAD 83(2007) Y  - -4,628,792.816 (meters)                     COMP
 DJ3696  NAD 83(2007) Z  -  4,371,713.860 (meters)                     COMP
 DJ3696  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DJ3696  GEOID HEIGHT    -        -30.26  (meters)                     GEOID09
 DJ3696  DYNAMIC HEIGHT  -        384.280 (meters)     1260.76  (feet) COMP
 DJ3696  MODELED GRAVITY -    980,406.7   (mgal)                       NAVD 88
 DJ3696
 DJ3696  HORZ ORDER      -  FIRST
 DJ3696  VERT ORDER      -  SECOND    CLASS I
 DJ3696  ELLP ORDER      -  FOURTH    CLASS I
 DJ3696
 DJ3696.The horizontal coordinates were established by GPS observations
 DJ3696.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3696
 DJ3696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3696.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3696
 DJ3696.The horizontal coordinates are valid at the epoch date displayed above
 DJ3696.which is a decimal equivalence of Year/Month/Day.
 DJ3696
 DJ3696.The orthometric height was determined by differential leveling and
 DJ3696.adjusted in May 2008.
 DJ3696
 DJ3696.Photographs are available for this station.
 DJ3696
 DJ3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3696
 DJ3696.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3696
 DJ3696.The ellipsoidal height was determined by GPS observations
 DJ3696.and is referenced to NAD 83.
 DJ3696
 DJ3696.The dynamic height is computed by dividing the NAVD 88
 DJ3696.geopotential number by the normal gravity value computed on the
 DJ3696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3696.degrees latitude (g = 980.6199 gals.).
 DJ3696
 DJ3696.The modeled gravity was interpolated from observed gravity values.
 DJ3696
 DJ3696. The following values were computed from the NAD 83(2007) position.
 DJ3696
 DJ3696;                    North         East     Units Scale Factor Converg.
 DJ3696;SPC MN S     -   163,024.249   986,330.818   MT  1.00006057   +1 36 58.1
 DJ3696;SPC MN S     -   534,855.39  3,235,987.03   sFT  1.00006057   +1 36 58.1
 DJ3696;UTM  15      - 4,822,005.622   605,483.982   MT  0.99973686   +0 53 58.5
 DJ3696
 DJ3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3696!SPC MN S     -   0.99994448  x   1.00006057  =   1.00000504
 DJ3696!UTM  15      -   0.99994448  x   0.99973686  =   0.99968135
 DJ3696
 DJ3696                          SUPERSEDED SURVEY CONTROL
 DJ3696
 DJ3696  NAVD 88 (09/09/09)  384.36   (m)         1261.0    (f) LEVELING    3  
 DJ3696
 DJ3696.Superseded values are not recommended for survey control.
 DJ3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3696.See file dsdata.txt to determine how the superseded data were derived.
 DJ3696
 DJ3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0548322005(NAD 83)
 DJ3696
 DJ3696_MARKER: DD = SURVEY DISK
 DJ3696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3696_STAMPING: 2803 T 2005
 DJ3696_MARK LOGO: MNDT  
 DJ3696_PROJECTION: FLUSH
 DJ3696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3696+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DJ3696_ROD/PIPE-DEPTH:  3.7 meters
 DJ3696
 DJ3696  HISTORY     - Date     Condition        Report By
 DJ3696  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3696  HISTORY     - 20070228 GOOD             MNDT
 DJ3696
 DJ3696                          STATION DESCRIPTION
 DJ3696
 DJ3696'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3696'THE MARK IS 3.0 MILES (4.8 KM) SOUTHWEST OF SPRING GROVE, 3.45 MI (5.6
 DJ3696'KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF TRUNK
 DJ3696'HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44
 DJ3696'MILE POINT 39.70, 56.9 FEET (17.3 M) WEST OF QUARRY DRIVEWAY, 54.4
 DJ3696'FEET (16.6 M) SOUTH OF TRUNK HIGHWAY 44, 0.9 FEET (27.4 CM) NORTH OF A
 DJ3696'WITNESS POST.
 DJ3696
 DJ3696                          STATION RECOVERY (2007)
 DJ3696
 DJ3696'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3696'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3696'THE MARK IS 3.0 MILES SOUTHWEST OF SPRING GROVE, 3.45 MILES SOUTHWEST
 DJ3696'ALONG TRUNK HIGHWAY 44 FROM JUNCTION OF TRUNK HGIHWAY 44 AND COUNTY
 DJ3696'ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY 44 MILEPOINT 39.70, 56.9
 DJ3696'FEET WEST OF QUARRY DRIVEWAY, 54.4 FEET SOUTH OF TRUNK HIGHWAY 44, 0.9
 DJ3696'FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3697 ***********************************************************************
 DJ3697  DESIGNATION -  2803 U
 DJ3697  PID         -  DJ3697
 DJ3697  STATE/COUNTY-  MN/HOUSTON
 DJ3697  COUNTRY     -  US
 DJ3697  USGS QUAD   -  SPRING GROVE (1965)
 DJ3697
 DJ3697                         *CURRENT SURVEY CONTROL
 DJ3697  ______________________________________________________________________
 DJ3697* NAD 83(1986) POSITION- 43 32 11.6    (N) 091 42 43.7    (W)   HD_HELD2  
 DJ3697* NAVD 88 ORTHO HEIGHT -   348.499  (meters)    1143.37  (feet) ADJUSTED  
 DJ3697  ______________________________________________________________________
 DJ3697  GEOID HEIGHT    -        -30.23  (meters)                     GEOID09
 DJ3697  DYNAMIC HEIGHT  -        348.430 (meters)     1143.14  (feet) COMP
 DJ3697  MODELED GRAVITY -    980,409.0   (mgal)                       NAVD 88
 DJ3697
 DJ3697  VERT ORDER      -  SECOND    CLASS I
 DJ3697
 DJ3697.The horizontal coordinates were established by autonomous hand held GPS
 DJ3697.observations and have an estimated accuracy of +/- 10 meters.
 DJ3697.
 DJ3697.The orthometric height was determined by differential leveling and
 DJ3697.adjusted in May 2008.
 DJ3697
 DJ3697.Photographs are available for this station.
 DJ3697
 DJ3697.The dynamic height is computed by dividing the NAVD 88
 DJ3697.geopotential number by the normal gravity value computed on the
 DJ3697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3697.degrees latitude (g = 980.6199 gals.).
 DJ3697
 DJ3697.The modeled gravity was interpolated from observed gravity values.
 DJ3697
 DJ3697;                    North         East    Units  Estimated Accuracy
 DJ3697;SPC MN S     -   162,207.      984,910.      MT  (+/- 10 meters HH2 GPS)
 DJ3697
 DJ3697                          SUPERSEDED SURVEY CONTROL
 DJ3697
 DJ3697.No superseded survey control is available for this station.
 DJ3697
 DJ3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0405321206(NAD 83)
 DJ3697
 DJ3697_MARKER: DD = SURVEY DISK
 DJ3697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3697_STAMPING: 2803 U 2005
 DJ3697_MARK LOGO: MNDT  
 DJ3697_PROJECTION: FLUSH
 DJ3697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3697+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3697_ROD/PIPE-DEPTH: 10.7 meters
 DJ3697
 DJ3697  HISTORY     - Date     Condition        Report By
 DJ3697  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3697
 DJ3697                          STATION DESCRIPTION
 DJ3697
 DJ3697'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3697'THE MARK IS 4.50 MILES (7.24 KM) SOUTHWEST OF SPRING GROVE, 4.55
 DJ3697'MILES(7.32 KM) SOUTHWEST ALONG TRUNK HIGHWAY 44 FROM THE JUNCTION OF
 DJ3697'TRUNK HIGHWAY 44 AND COUNTY ROAD 16 IN SPRING GROVE, AT TRUNK HIGHWAY
 DJ3697'44 MILE POINT 38.65, 61.4 FEET (18.7 M) NORTHWEST OF TRUNK HIGHWAY 44,
 DJ3697'33.2 FEET (10.1 M) NORTHEAST OF A POWER POLE, 25.7 FEET (7.8 M) SOUTH
 DJ3697'WEST OF ENTRANCE, 1.0 FOOT (0.3 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6798 ***********************************************************************
 DK6798  DESIGNATION -  2805 A
 DK6798  PID         -  DK6798
 DK6798  STATE/COUNTY-  MN/HOUSTON
 DK6798  COUNTRY     -  US
 DK6798  USGS QUAD   -  LA CRESCENT (1991)
 DK6798
 DK6798                         *CURRENT SURVEY CONTROL
 DK6798  ______________________________________________________________________
 DK6798* NAD 83(2007) POSITION- 43 49 56.69479(N) 091 18 08.43948(W)   ADJUSTED  
 DK6798* NAD 83(2007) ELLIP HT-   175.521 (meters)        (09/09/09)   ADJUSTED
 DK6798* NAD 83(2007) EPOCH   -  2002.00
 DK6798* NAVD 88 ORTHO HEIGHT -   207.065  (meters)     679.35  (feet) ADJUSTED  
 DK6798  ______________________________________________________________________
 DK6798  NAD 83(2007) X  -   -104,743.502 (meters)                     COMP
 DK6798  NAD 83(2007) Y  - -4,607,327.742 (meters)                     COMP
 DK6798  NAD 83(2007) Z  -  4,394,799.844 (meters)                     COMP
 DK6798  LAPLACE CORR    -         -8.40  (seconds)                    DEFLEC09
 DK6798  GEOID HEIGHT    -        -31.57  (meters)                     GEOID09
 DK6798  DYNAMIC HEIGHT  -        207.029 (meters)      679.23  (feet) COMP
 DK6798  MODELED GRAVITY -    980,441.8   (mgal)                       NAVD 88
 DK6798
 DK6798  HORZ ORDER      -  FIRST
 DK6798  VERT ORDER      -  SECOND    CLASS I
 DK6798  ELLP ORDER      -  FOURTH    CLASS I
 DK6798
 DK6798.The horizontal coordinates were established by GPS observations
 DK6798.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6798
 DK6798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6798
 DK6798.The horizontal coordinates are valid at the epoch date displayed above
 DK6798.which is a decimal equivalence of Year/Month/Day.
 DK6798
 DK6798.The orthometric height was determined by differential leveling and
 DK6798.adjusted in December 2008.
 DK6798
 DK6798.Photographs are available for this station.
 DK6798
 DK6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6798
 DK6798.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6798
 DK6798.The ellipsoidal height was determined by GPS observations
 DK6798.and is referenced to NAD 83.
 DK6798
 DK6798.The dynamic height is computed by dividing the NAVD 88
 DK6798.geopotential number by the normal gravity value computed on the
 DK6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6798.degrees latitude (g = 980.6199 gals.).
 DK6798
 DK6798.The modeled gravity was interpolated from observed gravity values.
 DK6798
 DK6798. The following values were computed from the NAD 83(2007) position.
 DK6798
 DK6798;                    North         East     Units Scale Factor Converg.
 DK6798;SPC MN S     -   196,072.005 1,016,935.170   MT  0.99998973   +1 53 27.1
 DK6798;SPC MN S     -   643,279.57  3,336,394.80   sFT  0.99998973   +1 53 27.1
 DK6798;UTM  15      - 4,854,660.460   636,491.405   MT  0.99982914   +1 10 33.2
 DK6798
 DK6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6798!SPC MN S     -   0.99997248  x   0.99998973  =   0.99996221
 DK6798!UTM  15      -   0.99997248  x   0.99982914  =   0.99980162
 DK6798
 DK6798                          SUPERSEDED SURVEY CONTROL
 DK6798
 DK6798  NAVD 88 (09/09/09)  207.07   (m)          679.4    (f) LEVELING    3  
 DK6798
 DK6798.Superseded values are not recommended for survey control.
 DK6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6798.See file dsdata.txt to determine how the superseded data were derived.
 DK6798
 DK6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3649154660(NAD 83)
 DK6798
 DK6798_MARKER: DD = SURVEY DISK
 DK6798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6798_STAMPING: 2805 A 2006
 DK6798_MARK LOGO: MNDT  
 DK6798_PROJECTION: RECESSED 5 CENTIMETERS
 DK6798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6798+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2006
 DK6798_ROD/PIPE-DEPTH: 13.7 meters
 DK6798
 DK6798  HISTORY     - Date     Condition        Report By
 DK6798  HISTORY     - 2006     MONUMENTED       MNDT
 DK6798  HISTORY     - 20061121 GOOD             MNDT
 DK6798
 DK6798                          STATION DESCRIPTION
 DK6798
 DK6798'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6798'IN LA CRESCENT, 0.5 MI (0.8 KM) NORTH ALONG TRUNK HIGHWAY 14/61 FROM
 DK6798'THE JUNCTION OF TRUNK HIGHWAY 14/61 EAST AND TRUNK HIGHWAY 16 IN LA
 DK6798'CRESCENT.  AT TRUNK HIGHWAY 14/61 MILE POINT 2.2, 73.6 FT (22.4 M)
 DK6798'WEST OF SOUTH BOUND TRUNK HIGHWAY 14/61, 157.8 FT (48.1 M) SOUTH OF
 DK6798'FOURTH STREET.  8.9 FT (2.7 M) NORTH OF A WITNESS POST.
 DK6798
 DK6798                          STATION RECOVERY (2006)
 DK6798
 DK6798'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (JBG)
 DK6798'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6798'THE MARK IS IN LA CRESCENT, 0.5 MILE NORTH ALONG TRUNK HIGHWAY
 DK6798'14/TRUNK HIGHWAY 61 FROM JUNCTION OF TRUNK HIGHWAY 14/TRUNK HIGHWAY 61
 DK6798'EAST AND TRUNK HIGHWAY 16 IN LA CRESCENT.  AT TRUNK HIGHWAY 14/TRUNK
 DK6798'HIGHWAY 61 MILEPOINT 2.2, 73.6 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DK6798'14/TRUNK HIGHWAY 61, 157.8 FEET SOUTH OF 4TH STREET, 8.9 FEET NORTH OF
 DK6798'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3701 ***********************************************************************
 DJ3701  DESIGNATION -  2806 A
 DJ3701  PID         -  DJ3701
 DJ3701  STATE/COUNTY-  MN/HOUSTON
 DJ3701  COUNTRY     -  US
 DJ3701  USGS QUAD   -  WILMINGTON (1965)
 DJ3701
 DJ3701                         *CURRENT SURVEY CONTROL
 DJ3701  ______________________________________________________________________
 DJ3701* NAD 83(2007) POSITION- 43 35 19.87393(N) 091 30 42.67056(W)   ADJUSTED  
 DJ3701* NAD 83(2007) ELLIP HT-   318.497 (meters)        (09/09/09)   ADJUSTED
 DJ3701* NAD 83(2007) EPOCH   -  2002.00
 DJ3701* NAVD 88 ORTHO HEIGHT -   349.143  (meters)    1145.48  (feet) ADJUSTED  
 DJ3701  ______________________________________________________________________
 DJ3701  NAD 83(2007) X  -   -122,086.106 (meters)                     COMP
 DJ3701  NAD 83(2007) Y  - -4,625,711.236 (meters)                     COMP
 DJ3701  NAD 83(2007) Z  -  4,375,336.958 (meters)                     COMP
 DJ3701  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC09
 DJ3701  GEOID HEIGHT    -        -30.64  (meters)                     GEOID09
 DJ3701  DYNAMIC HEIGHT  -        349.072 (meters)     1145.25  (feet) COMP
 DJ3701  MODELED GRAVITY -    980,405.8   (mgal)                       NAVD 88
 DJ3701
 DJ3701  HORZ ORDER      -  FIRST
 DJ3701  VERT ORDER      -  SECOND    CLASS I
 DJ3701  ELLP ORDER      -  FOURTH    CLASS I
 DJ3701
 DJ3701.The horizontal coordinates were established by GPS observations
 DJ3701.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3701
 DJ3701.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3701.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3701
 DJ3701.The horizontal coordinates are valid at the epoch date displayed above
 DJ3701.which is a decimal equivalence of Year/Month/Day.
 DJ3701
 DJ3701.The orthometric height was determined by differential leveling and
 DJ3701.adjusted in May 2008.
 DJ3701
 DJ3701.No vertical observational check was made to the station.
 DJ3701
 DJ3701.Photographs are available for this station.
 DJ3701
 DJ3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3701
 DJ3701.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3701
 DJ3701.The ellipsoidal height was determined by GPS observations
 DJ3701.and is referenced to NAD 83.
 DJ3701
 DJ3701.The dynamic height is computed by dividing the NAVD 88
 DJ3701.geopotential number by the normal gravity value computed on the
 DJ3701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3701.degrees latitude (g = 980.6199 gals.).
 DJ3701
 DJ3701.The modeled gravity was interpolated from observed gravity values.
 DJ3701
 DJ3701. The following values were computed from the NAD 83(2007) position.
 DJ3701
 DJ3701;                    North         East     Units Scale Factor Converg.
 DJ3701;SPC MN S     -   168,488.374 1,000,916.307   MT  1.00004781   +1 44 38.4
 DJ3701;SPC MN S     -   552,782.27  3,283,839.58   sFT  1.00004781   +1 44 38.4
 DJ3701;UTM  15      - 4,827,285.177   620,132.367   MT  0.99977752   +1 01 34.2
 DJ3701
 DJ3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3701!SPC MN S     -   0.99995006  x   1.00004781  =   0.99999787
 DJ3701!UTM  15      -   0.99995006  x   0.99977752  =   0.99972759
 DJ3701
 DJ3701                          SUPERSEDED SURVEY CONTROL
 DJ3701
 DJ3701  NAVD 88 (09/09/09)  349.14   (m)         1145.5    (f) LEVELING    3  
 DJ3701
 DJ3701.Superseded values are not recommended for survey control.
 DJ3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3701.See file dsdata.txt to determine how the superseded data were derived.
 DJ3701
 DJ3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2013227285(NAD 83)
 DJ3701
 DJ3701_MARKER: DD = SURVEY DISK
 DJ3701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3701_STAMPING: 2806 A 2005
 DJ3701_MARK LOGO: MNDT  
 DJ3701_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3701+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2007
 DJ3701_ROD/PIPE-DEPTH:  4.6 meters
 DJ3701
 DJ3701  HISTORY     - Date     Condition        Report By
 DJ3701  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3701  HISTORY     - 20070228 GOOD             MNDT
 DJ3701
 DJ3701                          STATION DESCRIPTION
 DJ3701
 DJ3701'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3701'THE MARK IS 3.5 MILES (5.6 KM) SOUTH OF CALEDONIA, 0.9 MILES (1.4 KM)
 DJ3701'SOUTH ALONG TRUNK HIGHWAY 76 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 76
 DJ3701'AND TRUNK HIGHWAY 44 (2.5 MILES (0.8 KM) SOUTH OF CALEDONIA), AT TRUNK
 DJ3701'HIGHWAY 76 MILE POINT 7.0, 83.6 FEET (25.5 M) WEST OF TRUNK HIGHWAY
 DJ3701'76, 70.6 FEET (21.5 M) SOUTH OF A POWER POLE, 1.0 FOOT (0.3 M) EAST OF
 DJ3701'A WITNESS POST.
 DJ3701
 DJ3701                          STATION RECOVERY (2007)
 DJ3701
 DJ3701'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (TAM)
 DJ3701'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3701'THE MARK IS 3.5 MILES SOUTH OF CALEDONIA, 0.9 MILE SOUTH ALONG TRUNK
 DJ3701'HIGHWAY 76 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY
 DJ3701'44 WHICH IS 2.5 MILES SOUTH OF CALEDONIA, AT TRUNK HIGHWAY 76
 DJ3701'MILEPOINT 7.0, 83.6 FEET WEST OF TRUNK HIGHWAY 76, 70.6 FEET SOUTH OF
 DJ3701'POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3702 ***********************************************************************
 DJ3702  DESIGNATION -  2806 B
 DJ3702  PID         -  DJ3702
 DJ3702  STATE/COUNTY-  MN/HOUSTON
 DJ3702  COUNTRY     -  US
 DJ3702  USGS QUAD   -  WILMINGTON (1965)
 DJ3702
 DJ3702                         *CURRENT SURVEY CONTROL
 DJ3702  ______________________________________________________________________
 DJ3702* NAD 83(1986) POSITION- 43 34 37.6    (N) 091 30 47.1    (W)   HD_HELD2  
 DJ3702* NAVD 88 ORTHO HEIGHT -   340.733  (meters)    1117.89  (feet) ADJUSTED  
 DJ3702  ______________________________________________________________________
 DJ3702  GEOID HEIGHT    -        -30.63  (meters)                     GEOID09
 DJ3702  DYNAMIC HEIGHT  -        340.664 (meters)     1117.66  (feet) COMP
 DJ3702  MODELED GRAVITY -    980,406.0   (mgal)                       NAVD 88
 DJ3702
 DJ3702  VERT ORDER      -  SECOND    CLASS I
 DJ3702
 DJ3702.The horizontal coordinates were established by autonomous hand held GPS
 DJ3702.observations and have an estimated accuracy of +/- 10 meters.
 DJ3702.
 DJ3702.The orthometric height was determined by differential leveling and
 DJ3702.adjusted in May 2008.
 DJ3702
 DJ3702.No vertical observational check was made to the station.
 DJ3702
 DJ3702.Photographs are available for this station.
 DJ3702
 DJ3702.The dynamic height is computed by dividing the NAVD 88
 DJ3702.geopotential number by the normal gravity value computed on the
 DJ3702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3702.degrees latitude (g = 980.6199 gals.).
 DJ3702
 DJ3702.The modeled gravity was interpolated from observed gravity values.
 DJ3702
 DJ3702;                    North         East    Units  Estimated Accuracy
 DJ3702;SPC MN S     -   167,181.    1,000,857.      MT  (+/- 10 meters HH2 GPS)
 DJ3702
 DJ3702                          SUPERSEDED SURVEY CONTROL
 DJ3702
 DJ3702.No superseded survey control is available for this station.
 DJ3702
 DJ3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2005625979(NAD 83)
 DJ3702
 DJ3702_MARKER: DD = SURVEY DISK
 DJ3702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3702_STAMPING: 2806 B 2006
 DJ3702_MARK LOGO: MNDT  
 DJ3702_PROJECTION: FLUSH
 DJ3702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3702+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DJ3702_ROD/PIPE-DEPTH:  4.3 meters
 DJ3702
 DJ3702  HISTORY     - Date     Condition        Report By
 DJ3702  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3702
 DJ3702                          STATION DESCRIPTION
 DJ3702
 DJ3702'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3702'THE MARK IS 1.78 MILES (2.86 KM) SOUTH ALONG TRUNK HIGHWAY 76 FROM THE
 DJ3702'JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 IN CALEDONIA, AT
 DJ3702'TRUNK HIGHWAY 76 MILE POINT 6.15, 62.7 FEET (19.1 M) WEST OF TRUNK
 DJ3702'HIGHWAY 76, 2.9 FEET (0.9 M) EAST-NORTHEAST OF WOODEN FENCE CORNER,
 DJ3702'27.2 FEET (8.3 M) NORTH-NORTHEAST OF A POWER POLE, 2.6 FEET (0.8 M)
 DJ3702'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3703 ***********************************************************************
 DJ3703  DESIGNATION -  2806 C
 DJ3703  PID         -  DJ3703
 DJ3703  STATE/COUNTY-  MN/HOUSTON
 DJ3703  COUNTRY     -  US
 DJ3703  USGS QUAD   -  WILMINGTON (1965)
 DJ3703
 DJ3703                         *CURRENT SURVEY CONTROL
 DJ3703  ______________________________________________________________________
 DJ3703* NAD 83(1986) POSITION- 43 34 08.9    (N) 091 30 49.6    (W)   HD_HELD2  
 DJ3703* NAVD 88 ORTHO HEIGHT -   334.006  (meters)    1095.82  (feet) ADJUSTED  
 DJ3703  ______________________________________________________________________
 DJ3703  GEOID HEIGHT    -        -30.62  (meters)                     GEOID09
 DJ3703  DYNAMIC HEIGHT  -        333.938 (meters)     1095.59  (feet) COMP
 DJ3703  MODELED GRAVITY -    980,406.1   (mgal)                       NAVD 88
 DJ3703
 DJ3703  VERT ORDER      -  SECOND    CLASS I
 DJ3703
 DJ3703.The horizontal coordinates were established by autonomous hand held GPS
 DJ3703.observations and have an estimated accuracy of +/- 10 meters.
 DJ3703.
 DJ3703.The orthometric height was determined by differential leveling and
 DJ3703.adjusted in May 2008.
 DJ3703
 DJ3703.No vertical observational check was made to the station.
 DJ3703
 DJ3703.Photographs are available for this station.
 DJ3703
 DJ3703.The dynamic height is computed by dividing the NAVD 88
 DJ3703.geopotential number by the normal gravity value computed on the
 DJ3703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3703.degrees latitude (g = 980.6199 gals.).
 DJ3703
 DJ3703.The modeled gravity was interpolated from observed gravity values.
 DJ3703
 DJ3703;                    North         East    Units  Estimated Accuracy
 DJ3703;SPC MN S     -   166,294.    1,000,828.      MT  (+/- 10 meters HH2 GPS)
 DJ3703
 DJ3703                          SUPERSEDED SURVEY CONTROL
 DJ3703
 DJ3703.No superseded survey control is available for this station.
 DJ3703
 DJ3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2001625092(NAD 83)
 DJ3703
 DJ3703_MARKER: DD = SURVEY DISK
 DJ3703_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3703_STAMPING: 2806 C 2005
 DJ3703_MARK LOGO: MNDT  
 DJ3703_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3703_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3703+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3703_ROD/PIPE-DEPTH:  5.8 meters
 DJ3703
 DJ3703  HISTORY     - Date     Condition        Report By
 DJ3703  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3703
 DJ3703                          STATION DESCRIPTION
 DJ3703
 DJ3703'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3703'THE MARK IS 5.0 MILES (8.0 KM) NORTHWEST OF EITZEN, 5.05 MI (8.1 KM)
 DJ3703'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3703'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 44 MILE POINT 5.60, 97.3
 DJ3703'FEET (29.7 M) WEST OF TRUNK HIGHWAY 76, 13.4 FEET (4.1 M) SOUTH OF A
 DJ3703'FIELD ENTRANCE, 0.9 FEET (27.4 CM) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3704 ***********************************************************************
 DJ3704  DESIGNATION -  2806 D
 DJ3704  PID         -  DJ3704
 DJ3704  STATE/COUNTY-  MN/HOUSTON
 DJ3704  COUNTRY     -  US
 DJ3704  USGS QUAD   -  WILMINGTON (1965)
 DJ3704
 DJ3704                         *CURRENT SURVEY CONTROL
 DJ3704  ______________________________________________________________________
 DJ3704* NAD 83(2007) POSITION- 43 33 15.48454(N) 091 30 45.13047(W)   ADJUSTED  
 DJ3704* NAD 83(2007) ELLIP HT-   310.718 (meters)        (09/09/09)   ADJUSTED
 DJ3704* NAD 83(2007) EPOCH   -  2002.00
 DJ3704* NAVD 88 ORTHO HEIGHT -   341.334  (meters)    1119.86  (feet) ADJUSTED  
 DJ3704  ______________________________________________________________________
 DJ3704  NAD 83(2007) X  -   -122,210.971 (meters)                     COMP
 DJ3704  NAD 83(2007) Y  - -4,628,349.375 (meters)                     COMP
 DJ3704  NAD 83(2007) Z  -  4,372,550.102 (meters)                     COMP
 DJ3704  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC09
 DJ3704  GEOID HEIGHT    -        -30.61  (meters)                     GEOID09
 DJ3704  DYNAMIC HEIGHT  -        341.265 (meters)     1119.63  (feet) COMP
 DJ3704  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 DJ3704
 DJ3704  HORZ ORDER      -  FIRST
 DJ3704  VERT ORDER      -  SECOND    CLASS I
 DJ3704  ELLP ORDER      -  FOURTH    CLASS I
 DJ3704
 DJ3704.The horizontal coordinates were established by GPS observations
 DJ3704.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3704
 DJ3704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3704.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3704
 DJ3704.The horizontal coordinates are valid at the epoch date displayed above
 DJ3704.which is a decimal equivalence of Year/Month/Day.
 DJ3704
 DJ3704.The orthometric height was determined by differential leveling and
 DJ3704.adjusted in May 2008.
 DJ3704
 DJ3704.No vertical observational check was made to the station.
 DJ3704
 DJ3704.Photographs are available for this station.
 DJ3704
 DJ3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3704
 DJ3704.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3704
 DJ3704.The ellipsoidal height was determined by GPS observations
 DJ3704.and is referenced to NAD 83.
 DJ3704
 DJ3704.The dynamic height is computed by dividing the NAVD 88
 DJ3704.geopotential number by the normal gravity value computed on the
 DJ3704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3704.degrees latitude (g = 980.6199 gals.).
 DJ3704
 DJ3704.The modeled gravity was interpolated from observed gravity values.
 DJ3704
 DJ3704. The following values were computed from the NAD 83(2007) position.
 DJ3704
 DJ3704;                    North         East     Units Scale Factor Converg.
 DJ3704;SPC MN S     -   164,649.341 1,000,977.955   MT  1.00005748   +1 44 36.7
 DJ3704;SPC MN S     -   540,187.05  3,284,041.84   sFT  1.00005748   +1 44 36.7
 DJ3704;UTM  15      - 4,823,446.729   620,145.888   MT  0.99977756   +1 01 30.2
 DJ3704
 DJ3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3704!SPC MN S     -   0.99995128  x   1.00005748  =   1.00000875
 DJ3704!UTM  15      -   0.99995128  x   0.99977756  =   0.99972885
 DJ3704
 DJ3704                          SUPERSEDED SURVEY CONTROL
 DJ3704
 DJ3704  NAVD 88 (09/09/09)  341.33   (m)         1119.8    (f) LEVELING    3  
 DJ3704
 DJ3704.Superseded values are not recommended for survey control.
 DJ3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3704.See file dsdata.txt to determine how the superseded data were derived.
 DJ3704
 DJ3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2014523446(NAD 83)
 DJ3704
 DJ3704_MARKER: DD = SURVEY DISK
 DJ3704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3704_STAMPING: 2806 D 2005
 DJ3704_MARK LOGO: MNDT  
 DJ3704_PROJECTION: FLUSH
 DJ3704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3704+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 DJ3704_ROD/PIPE-DEPTH:  5.8 meters
 DJ3704
 DJ3704  HISTORY     - Date     Condition        Report By
 DJ3704  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3704  HISTORY     - 20080227 GOOD             MNDT
 DJ3704
 DJ3704                          STATION DESCRIPTION
 DJ3704
 DJ3704'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3704'THE MARK IS 4.0 MILES (6.4 KM) NORTHWEST OF EITZEN, 4.0 MILES (6.4 KM)
 DJ3704'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3704'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 44 MILE POINT 4.55, 68.5
 DJ3704'FEET (20.9 M) SOUTHWEST OF TRUNK HIGHWAY 76, 41.9 FEET (12.8 M)
 DJ3704'NORTHWEST OF A FIELD ENTRANCE, 19.3 FEET (5.9 M) NORTHWEST OF A POWER
 DJ3704'POLE, 1.0 FOOT (0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3704
 DJ3704                          STATION RECOVERY (2008)
 DJ3704
 DJ3704'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3704'THE MARK IS 4.0 MILES NORTHWEST OF EITZEN, 4.0 MILES NORTHWEST ALONG
 DJ3704'TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2
 DJ3704'IN EITZEN, AT TRUNK HIGHWAY 76 MILEPOINT 4.55, 68.5 FEET SOUTHWEST OF
 DJ3704'TRUNK HIGHWAY 76, 42 FEET NORTHWEST OF FIELD ENTRANCE, 19.3 FEET
 DJ3704'NORTHWEST OF POWER POLE, 1.0 FOOT NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3705 ***********************************************************************
 DJ3705  DESIGNATION -  2806 E
 DJ3705  PID         -  DJ3705
 DJ3705  STATE/COUNTY-  MN/HOUSTON
 DJ3705  COUNTRY     -  US
 DJ3705  USGS QUAD   -  WILMINGTON (1965)
 DJ3705
 DJ3705                         *CURRENT SURVEY CONTROL
 DJ3705  ______________________________________________________________________
 DJ3705* NAD 83(1986) POSITION- 43 32 32.1    (N) 091 30 10.2    (W)   HD_HELD2  
 DJ3705* NAVD 88 ORTHO HEIGHT -   352.136  (meters)    1155.30  (feet) ADJUSTED  
 DJ3705  ______________________________________________________________________
 DJ3705  GEOID HEIGHT    -        -30.63  (meters)                     GEOID09
 DJ3705  DYNAMIC HEIGHT  -        352.065 (meters)     1155.07  (feet) COMP
 DJ3705  MODELED GRAVITY -    980,406.8   (mgal)                       NAVD 88
 DJ3705
 DJ3705  VERT ORDER      -  SECOND    CLASS I
 DJ3705
 DJ3705.The horizontal coordinates were established by autonomous hand held GPS
 DJ3705.observations and have an estimated accuracy of +/- 10 meters.
 DJ3705.
 DJ3705.The orthometric height was determined by differential leveling and
 DJ3705.adjusted in May 2008.
 DJ3705
 DJ3705.No vertical observational check was made to the station.
 DJ3705
 DJ3705.Photographs are available for this station.
 DJ3705
 DJ3705.The dynamic height is computed by dividing the NAVD 88
 DJ3705.geopotential number by the normal gravity value computed on the
 DJ3705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3705.degrees latitude (g = 980.6199 gals.).
 DJ3705
 DJ3705.The modeled gravity was interpolated from observed gravity values.
 DJ3705
 DJ3705;                    North         East    Units  Estimated Accuracy
 DJ3705;SPC MN S     -   163,335.    1,001,803.      MT  (+/- 10 meters HH2 GPS)
 DJ3705
 DJ3705                          SUPERSEDED SURVEY CONTROL
 DJ3705
 DJ3705.No superseded survey control is available for this station.
 DJ3705
 DJ3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2095322122(NAD 83)
 DJ3705
 DJ3705_MARKER: DD = SURVEY DISK
 DJ3705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3705_STAMPING: 2806 E 2005
 DJ3705_MARK LOGO: MNDT  
 DJ3705_PROJECTION: FLUSH
 DJ3705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3705+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3705_ROD/PIPE-DEPTH:  5.2 meters
 DJ3705
 DJ3705  HISTORY     - Date     Condition        Report By
 DJ3705  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3705
 DJ3705                          STATION DESCRIPTION
 DJ3705
 DJ3705'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3705'THE MARK IS 3.0 MILES (4.8 KM) NORTHWEST OF EITZEN, 3.0 MILES (4.8 KM)
 DJ3705'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3705'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 3.55, 68.3
 DJ3705'FEET (20.8 M) NORTHEAST OF TRUNK HIGHWAY 76, 2.8 FEET (0.9 M)
 DJ3705'SOUTHWEST OF A FENCE LINE, 1.0 FOOT (0.3 M) SOUTHWEST OF A WITNESS
 DJ3705'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3706 ***********************************************************************
 DJ3706  DESIGNATION -  2806 F
 DJ3706  PID         -  DJ3706
 DJ3706  STATE/COUNTY-  MN/HOUSTON
 DJ3706  COUNTRY     -  US
 DJ3706  USGS QUAD   -  EITZEN (1980)
 DJ3706
 DJ3706                         *CURRENT SURVEY CONTROL
 DJ3706  ______________________________________________________________________
 DJ3706* NAD 83(2007) POSITION- 43 32 00.10350(N) 091 29 32.16623(W)   ADJUSTED  
 DJ3706* NAD 83(2007) ELLIP HT-   322.733 (meters)        (09/09/09)   ADJUSTED
 DJ3706* NAD 83(2007) EPOCH   -  2002.00
 DJ3706* NAVD 88 ORTHO HEIGHT -   353.399  (meters)    1159.44  (feet) ADJUSTED  
 DJ3706  ______________________________________________________________________
 DJ3706  NAD 83(2007) X  -   -120,615.694 (meters)                     COMP
 DJ3706  NAD 83(2007) Y  - -4,630,003.246 (meters)                     COMP
 DJ3706  NAD 83(2007) Z  -  4,370,872.001 (meters)                     COMP
 DJ3706  LAPLACE CORR    -         -7.14  (seconds)                    DEFLEC09
 DJ3706  GEOID HEIGHT    -        -30.65  (meters)                     GEOID09
 DJ3706  DYNAMIC HEIGHT  -        353.327 (meters)     1159.21  (feet) COMP
 DJ3706  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 DJ3706
 DJ3706  HORZ ORDER      -  FIRST
 DJ3706  VERT ORDER      -  SECOND    CLASS I
 DJ3706  ELLP ORDER      -  FOURTH    CLASS I
 DJ3706
 DJ3706.The horizontal coordinates were established by GPS observations
 DJ3706.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3706
 DJ3706.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3706.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3706
 DJ3706.The horizontal coordinates are valid at the epoch date displayed above
 DJ3706.which is a decimal equivalence of Year/Month/Day.
 DJ3706
 DJ3706.The orthometric height was determined by differential leveling and
 DJ3706.adjusted in May 2008.
 DJ3706
 DJ3706.No vertical observational check was made to the station.
 DJ3706
 DJ3706.Photographs are available for this station.
 DJ3706
 DJ3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3706
 DJ3706.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3706
 DJ3706.The ellipsoidal height was determined by GPS observations
 DJ3706.and is referenced to NAD 83.
 DJ3706
 DJ3706.The dynamic height is computed by dividing the NAVD 88
 DJ3706.geopotential number by the normal gravity value computed on the
 DJ3706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3706.degrees latitude (g = 980.6199 gals.).
 DJ3706
 DJ3706.The modeled gravity was interpolated from observed gravity values.
 DJ3706
 DJ3706. The following values were computed from the NAD 83(2007) position.
 DJ3706
 DJ3706;                    North         East     Units Scale Factor Converg.
 DJ3706;SPC MN S     -   162,373.918 1,002,686.374   MT  1.00006352   +1 45 27.9
 DJ3706;SPC MN S     -   532,721.76  3,289,646.88   sFT  1.00006352   +1 45 27.9
 DJ3706;UTM  15      - 4,821,150.696   621,825.157   MT  0.99978256   +1 02 19.0
 DJ3706
 DJ3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3706!SPC MN S     -   0.99994939  x   1.00006352  =   1.00001291
 DJ3706!UTM  15      -   0.99994939  x   0.99978256  =   0.99973196
 DJ3706
 DJ3706                          SUPERSEDED SURVEY CONTROL
 DJ3706
 DJ3706  NAVD 88 (09/09/09)  353.40   (m)         1159.4    (f) LEVELING    3  
 DJ3706
 DJ3706.Superseded values are not recommended for survey control.
 DJ3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3706.See file dsdata.txt to determine how the superseded data were derived.
 DJ3706
 DJ3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2182521150(NAD 83)
 DJ3706
 DJ3706_MARKER: DD = SURVEY DISK
 DJ3706_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3706_STAMPING: 2806 F 2005
 DJ3706_MARK LOGO: MNDT  
 DJ3706_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3706+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 DJ3706_ROD/PIPE-DEPTH:  6.1 meters
 DJ3706
 DJ3706  HISTORY     - Date     Condition        Report By
 DJ3706  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3706  HISTORY     - 20080227 GOOD             MNDT
 DJ3706
 DJ3706                          STATION DESCRIPTION
 DJ3706
 DJ3706'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3706'THE MARK IS 2.0 MILES (3.2 KM) NORTHWEST OF EITZEN, 2.20 MI (3.5 KM)
 DJ3706'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3706'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 2.75,
 DJ3706'113.2 FEET (34.5 M) NORTHEAST OF TRUNK HIGHWAY 76, 47.5 FT (14.5 M)
 DJ3706'NORTH OF DRIVEWAY NUMBER 21759, 2.8 FEET (0.9 M) SOUTH OF A FENCE
 DJ3706'CORNER, 1.0 FOOT (0.3 M) WEST OF A WITNESS POST.
 DJ3706
 DJ3706                          STATION RECOVERY (2008)
 DJ3706
 DJ3706'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3706'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3706'THE MARK IS 2.0 MILES NORTHWEST OF EITZEN, 2.2 MILES NORTHWEST ALONG
 DJ3706'TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2
 DJ3706'IN EITZEN, AT TRUNK HIGHWAY 76 MILEPOINT 2.75, 113.2 FEET NORTHEAST OF
 DJ3706'TRUNK HIGHWAY 76, 47.5 FEET NORTH OF DRIVEWAY NUMBER 21759, 2.8 FEET
 DJ3706'SOUTH OF FENCE CORNER, 1.0 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3707 ***********************************************************************
 DJ3707  DESIGNATION -  2806 G
 DJ3707  PID         -  DJ3707
 DJ3707  STATE/COUNTY-  MN/HOUSTON
 DJ3707  COUNTRY     -  US
 DJ3707  USGS QUAD   -  EITZEN (1980)
 DJ3707
 DJ3707                         *CURRENT SURVEY CONTROL
 DJ3707  ______________________________________________________________________
 DJ3707* NAD 83(1986) POSITION- 43 31 15.3    (N) 091 29 04.0    (W)   HD_HELD2  
 DJ3707* NAVD 88 ORTHO HEIGHT -   352.264  (meters)    1155.72  (feet) ADJUSTED  
 DJ3707  ______________________________________________________________________
 DJ3707  GEOID HEIGHT    -        -30.66  (meters)                     GEOID09
 DJ3707  DYNAMIC HEIGHT  -        352.191 (meters)     1155.48  (feet) COMP
 DJ3707  MODELED GRAVITY -    980,403.8   (mgal)                       NAVD 88
 DJ3707
 DJ3707  VERT ORDER      -  SECOND    CLASS I
 DJ3707
 DJ3707.The horizontal coordinates were established by autonomous hand held GPS
 DJ3707.observations and have an estimated accuracy of +/- 10 meters.
 DJ3707.
 DJ3707.The orthometric height was determined by differential leveling and
 DJ3707.adjusted in May 2008.
 DJ3707
 DJ3707.No vertical observational check was made to the station.
 DJ3707
 DJ3707.Photographs are available for this station.
 DJ3707
 DJ3707.The dynamic height is computed by dividing the NAVD 88
 DJ3707.geopotential number by the normal gravity value computed on the
 DJ3707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3707.degrees latitude (g = 980.6199 gals.).
 DJ3707
 DJ3707.The modeled gravity was interpolated from observed gravity values.
 DJ3707
 DJ3707;                    North         East    Units  Estimated Accuracy
 DJ3707;SPC MN S     -   161,011.    1,003,361.      MT  (+/- 10 meters HH2 GPS)
 DJ3707
 DJ3707                          SUPERSEDED SURVEY CONTROL
 DJ3707
 DJ3707.No superseded survey control is available for this station.
 DJ3707
 DJ3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2248219779(NAD 83)
 DJ3707
 DJ3707_MARKER: DD = SURVEY DISK
 DJ3707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3707_STAMPING: 2806 G 2005
 DJ3707_MARK LOGO: MNDT  
 DJ3707_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3707+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3707_ROD/PIPE-DEPTH:  5.5 meters
 DJ3707
 DJ3707  HISTORY     - Date     Condition        Report By
 DJ3707  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3707
 DJ3707                          STATION DESCRIPTION
 DJ3707
 DJ3707'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3707'THE MARK IS 1.5 MILES (2.4 KM) NORTHWEST OF EITZEN, 1.25 MI (2.0 KM)
 DJ3707'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3707'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 1.80, 70.6
 DJ3707'FEET (21.5 M) SOUTHWEST OF TRUNK HIGHWAY 76, 19.8 FT (6.0 M) NORTHWEST
 DJ3707'OF A FIELD ENTRANCE, 1.0 FOOT (0.3 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3710 ***********************************************************************
 DJ3710  DESIGNATION -  2806 G 1
 DJ3710  PID         -  DJ3710
 DJ3710  STATE/COUNTY-  MN/HOUSTON
 DJ3710  COUNTRY     -  US
 DJ3710  USGS QUAD   -  WILMINGTON (1965)
 DJ3710
 DJ3710                         *CURRENT SURVEY CONTROL
 DJ3710  ______________________________________________________________________
 DJ3710* NAD 83(1986) POSITION- 43 30 55.4    (N) 091 30 05.2    (W)   HD_HELD2  
 DJ3710* NAVD 88 ORTHO HEIGHT -   335.852  (meters)    1101.87  (feet) ADJUSTED  
 DJ3710  ______________________________________________________________________
 DJ3710  GEOID HEIGHT    -        -30.61  (meters)                     GEOID09
 DJ3710  DYNAMIC HEIGHT  -        335.783 (meters)     1101.65  (feet) COMP
 DJ3710  MODELED GRAVITY -    980,405.6   (mgal)                       NAVD 88
 DJ3710
 DJ3710  VERT ORDER      -  SECOND    CLASS I
 DJ3710
 DJ3710.The horizontal coordinates were established by autonomous hand held GPS
 DJ3710.observations and have an estimated accuracy of +/- 10 meters.
 DJ3710.
 DJ3710.The orthometric height was determined by differential leveling and
 DJ3710.adjusted in May 2008.
 DJ3710
 DJ3710.No vertical observational check was made to the station.
 DJ3710
 DJ3710.Photographs are available for this station.
 DJ3710
 DJ3710.The dynamic height is computed by dividing the NAVD 88
 DJ3710.geopotential number by the normal gravity value computed on the
 DJ3710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3710.degrees latitude (g = 980.6199 gals.).
 DJ3710
 DJ3710.The modeled gravity was interpolated from observed gravity values.
 DJ3710
 DJ3710;                    North         East    Units  Estimated Accuracy
 DJ3710;SPC MN S     -   160,355.    1,002,006.      MT  (+/- 10 meters HH2 GPS)
 DJ3710
 DJ3710                          SUPERSEDED SURVEY CONTROL
 DJ3710
 DJ3710.No superseded survey control is available for this station.
 DJ3710
 DJ3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2111919141(NAD 83)
 DJ3710
 DJ3710_MARKER: DD = SURVEY DISK
 DJ3710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3710_STAMPING: 2806 G 1 2005
 DJ3710_MARK LOGO: MNDT  
 DJ3710_PROJECTION: FLUSH
 DJ3710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3710+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3710_ROD/PIPE-DEPTH:  6.1 meters
 DJ3710
 DJ3710  HISTORY     - Date     Condition        Report By
 DJ3710  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3710
 DJ3710                          STATION DESCRIPTION
 DJ3710
 DJ3710'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3710'THE MARK IS 1.5 MILES (2.4 KM) NORTHWEST OF EITZEN, 0.7 MILES (1.1
 DJ3710'KM)NORTH-NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK
 DJ3710'HIGHWAY 76 AND COUNTY ROAD 2 IN EITZEN, TO TRUNK HIGHWAY 76 MILE POINT
 DJ3710'1.25, THENCE 1.15 MILES (1.85 KM) WEST ON COUNTY ROAD 27, 71.9 FT
 DJ3710'(21.9 M) (21.9 M) NORTH OF COUNTY ROAD 27, 14.7 FEET (4.5 M) EAST OF A
 DJ3710'FIELD ENTRANCE, 0.8 FEET (24.4 CM) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3711 ***********************************************************************
 DJ3711  DESIGNATION -  2806 G 2
 DJ3711  PID         -  DJ3711
 DJ3711  STATE/COUNTY-  MN/HOUSTON
 DJ3711  COUNTRY     -  US
 DJ3711  USGS QUAD   -  WILMINGTON (1965)
 DJ3711
 DJ3711                         *CURRENT SURVEY CONTROL
 DJ3711  ______________________________________________________________________
 DJ3711* NAD 83(2007) POSITION- 43 31 06.80710(N) 091 31 53.56065(W)   ADJUSTED  
 DJ3711* NAD 83(2007) ELLIP HT-   308.905 (meters)        (09/09/09)   ADJUSTED
 DJ3711* NAD 83(2007) EPOCH   -  2002.00
 DJ3711* NAVD 88 ORTHO HEIGHT -   339.446  (meters)    1113.67  (feet) ADJUSTED  
 DJ3711  ______________________________________________________________________
 DJ3711  NAD 83(2007) X  -   -123,819.540 (meters)                     COMP
 DJ3711  NAD 83(2007) Y  - -4,631,041.872 (meters)                     COMP
 DJ3711  NAD 83(2007) Z  -  4,369,669.814 (meters)                     COMP
 DJ3711  LAPLACE CORR    -         -5.94  (seconds)                    DEFLEC09
 DJ3711  GEOID HEIGHT    -        -30.53  (meters)                     GEOID09
 DJ3711  DYNAMIC HEIGHT  -        339.377 (meters)     1113.44  (feet) COMP
 DJ3711  MODELED GRAVITY -    980,404.7   (mgal)                       NAVD 88
 DJ3711
 DJ3711  HORZ ORDER      -  FIRST
 DJ3711  VERT ORDER      -  SECOND    CLASS I
 DJ3711  ELLP ORDER      -  FOURTH    CLASS I
 DJ3711
 DJ3711.The horizontal coordinates were established by GPS observations
 DJ3711.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3711
 DJ3711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3711.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3711
 DJ3711.The horizontal coordinates are valid at the epoch date displayed above
 DJ3711.which is a decimal equivalence of Year/Month/Day.
 DJ3711
 DJ3711.The orthometric height was determined by differential leveling and
 DJ3711.adjusted in May 2008.
 DJ3711
 DJ3711.No vertical observational check was made to the station.
 DJ3711
 DJ3711.Photographs are available for this station.
 DJ3711
 DJ3711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3711
 DJ3711.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3711
 DJ3711.The ellipsoidal height was determined by GPS observations
 DJ3711.and is referenced to NAD 83.
 DJ3711
 DJ3711.The dynamic height is computed by dividing the NAVD 88
 DJ3711.geopotential number by the normal gravity value computed on the
 DJ3711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3711.degrees latitude (g = 980.6199 gals.).
 DJ3711
 DJ3711.The modeled gravity was interpolated from observed gravity values.
 DJ3711
 DJ3711. The following values were computed from the NAD 83(2007) position.
 DJ3711
 DJ3711;                    North         East     Units Scale Factor Converg.
 DJ3711;SPC MN S     -   160,633.104   999,562.528   MT  1.00006787   +1 43 48.8
 DJ3711;SPC MN S     -   527,010.44  3,279,398.06   sFT  1.00006787   +1 43 48.8
 DJ3711;UTM  15      - 4,819,449.710   618,680.616   MT  0.99977325   +1 00 40.6
 DJ3711
 DJ3711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3711!SPC MN S     -   0.99995156  x   1.00006787  =   1.00001943
 DJ3711!UTM  15      -   0.99995156  x   0.99977325  =   0.99972482
 DJ3711
 DJ3711                          SUPERSEDED SURVEY CONTROL
 DJ3711
 DJ3711  NAVD 88 (09/09/09)  339.45   (m)         1113.7    (f) LEVELING    3  
 DJ3711
 DJ3711.Superseded values are not recommended for survey control.
 DJ3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3711.See file dsdata.txt to determine how the superseded data were derived.
 DJ3711
 DJ3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1868019449(NAD 83)
 DJ3711
 DJ3711_MARKER: DD = SURVEY DISK
 DJ3711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3711_STAMPING: 2806 G 2 2005
 DJ3711_MARK LOGO: MNDT  
 DJ3711_PROJECTION: FLUSH
 DJ3711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3711+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 DJ3711_ROD/PIPE-DEPTH:  3.0 meters
 DJ3711
 DJ3711  HISTORY     - Date     Condition        Report By
 DJ3711  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3711  HISTORY     - 20080227 GOOD             MNDT
 DJ3711
 DJ3711                          STATION DESCRIPTION
 DJ3711
 DJ3711'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3711'THE MARK IS 3.5 MILES (5.6 KM) WEST-NORTHWEST OF EITZEN, 0.7 MI (1.1
 DJ3711'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK
 DJ3711'HIGHWAY 76 AND COUNTY ROAD 2 IN EITZEN, THENCE 2.80 MI (4.5 KM) (4.51
 DJ3711'KM) WEST ON COUNTY ROAD 27, 71.5 FEET (21.8 M) SOUTH OF COUNTY ROAD
 DJ3711'27, 49.6 FEET (15.1 M) WEST OF DUCK CREEK ROAD, 0.9 FT (0.3 M) (27.4
 DJ3711'CM) NORTH OF A WITNESS POST.
 DJ3711
 DJ3711                          STATION RECOVERY (2008)
 DJ3711
 DJ3711'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3711'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3711'THE MARK IS 3.5 MILES WEST-NORTHWEST OF EITZEN, 0.7 MILE
 DJ3711'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY
 DJ3711'76 AND COUNTY ROAD 2 IN EITZEN, THEN 2.8 MILES WEST ON COUNTY ROAD 27,
 DJ3711'71.5 FEET SOUTH OF COUNTY ROAD 27, 49.6 FEET WEST OF DUCK CREEK ROAD,
 DJ3711'0.9 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3712 ***********************************************************************
 DJ3712  DESIGNATION -  2806 G 3
 DJ3712  PID         -  DJ3712
 DJ3712  STATE/COUNTY-  MN/HOUSTON
 DJ3712  COUNTRY     -  US
 DJ3712  USGS QUAD   -  WILMINGTON (1965)
 DJ3712
 DJ3712                         *CURRENT SURVEY CONTROL
 DJ3712  ______________________________________________________________________
 DJ3712* NAD 83(1986) POSITION- 43 30 34.3    (N) 091 31 27.8    (W)   HD_HELD2  
 DJ3712* NAVD 88 ORTHO HEIGHT -   297.234  (meters)     975.18  (feet) ADJUSTED  
 DJ3712  ______________________________________________________________________
 DJ3712  GEOID HEIGHT    -        -30.54  (meters)                     GEOID09
 DJ3712  DYNAMIC HEIGHT  -        297.173 (meters)      974.98  (feet) COMP
 DJ3712  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 DJ3712
 DJ3712  VERT ORDER      -  SECOND    CLASS I
 DJ3712
 DJ3712.The horizontal coordinates were established by autonomous hand held GPS
 DJ3712.observations and have an estimated accuracy of +/- 10 meters.
 DJ3712.
 DJ3712.The orthometric height was determined by differential leveling and
 DJ3712.adjusted in May 2008.
 DJ3712
 DJ3712.No vertical observational check was made to the station.
 DJ3712
 DJ3712.Photographs are available for this station.
 DJ3712
 DJ3712.The dynamic height is computed by dividing the NAVD 88
 DJ3712.geopotential number by the normal gravity value computed on the
 DJ3712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3712.degrees latitude (g = 980.6199 gals.).
 DJ3712
 DJ3712.The modeled gravity was interpolated from observed gravity values.
 DJ3712
 DJ3712;                    North         East    Units  Estimated Accuracy
 DJ3712;SPC MN S     -   159,648.    1,000,171.      MT  (+/- 10 meters HH2 GPS)
 DJ3712
 DJ3712                          SUPERSEDED SURVEY CONTROL
 DJ3712
 DJ3712.No superseded survey control is available for this station.
 DJ3712
 DJ3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1927618457(NAD 83)
 DJ3712
 DJ3712_MARKER: DD = SURVEY DISK
 DJ3712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3712_STAMPING: 2806 G3 2006
 DJ3712_MARK LOGO: MNDT  
 DJ3712_PROJECTION: RECESSED 3 CENTIMETERS
 DJ3712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3712+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DJ3712_ROD/PIPE-DEPTH:  3.7 meters
 DJ3712
 DJ3712  HISTORY     - Date     Condition        Report By
 DJ3712  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3712
 DJ3712                          STATION DESCRIPTION
 DJ3712
 DJ3712'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3712'THE MARK IS 3.5 MILES (5.6 KM) WEST-NORTHWEST OF EITZEN, 0.75 MI (1.2
 DJ3712'KM) NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK
 DJ3712'HIGHWAY 76 AND COUNTY ROAD 2 IN EITZEN, TO TRUNK HIGHWAY 9 MILE POINT
 DJ3712'1.25, THENCE 2.9 MILES (4.7 KM) WEST-NORTHWEST ON COUNTY ROAD 27,
 DJ3712'THENCE 0.9 MILES (1.4 KM) SOUTHEAST ON DUCK CREEK ROAD, 36.4 FT (11.1
 DJ3712'M) EAST OF DUCK CREEK ROAD, 50.1 FEET (15.3 M) NORTH OF OAKLAND DRIVE,
 DJ3712'1.0 FOOT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3709 ***********************************************************************
 DJ3709  DESIGNATION -  2806 H
 DJ3709  PID         -  DJ3709
 DJ3709  STATE/COUNTY-  MN/HOUSTON
 DJ3709  COUNTRY     -  US
 DJ3709  USGS QUAD   -  EITZEN (1980)
 DJ3709
 DJ3709                         *CURRENT SURVEY CONTROL
 DJ3709  ______________________________________________________________________
 DJ3709* NAD 83(1986) POSITION- 43 30 36.6    (N) 091 28 16.4    (W)   HD_HELD2  
 DJ3709* NAVD 88 ORTHO HEIGHT -   346.982  (meters)    1138.39  (feet) ADJUSTED  
 DJ3709  ______________________________________________________________________
 DJ3709  GEOID HEIGHT    -        -30.70  (meters)                     GEOID09
 DJ3709  DYNAMIC HEIGHT  -        346.911 (meters)     1138.16  (feet) COMP
 DJ3709  MODELED GRAVITY -    980,403.2   (mgal)                       NAVD 88
 DJ3709
 DJ3709  VERT ORDER      -  SECOND    CLASS I
 DJ3709
 DJ3709.The horizontal coordinates were established by autonomous hand held GPS
 DJ3709.observations and have an estimated accuracy of +/- 10 meters.
 DJ3709.
 DJ3709.The orthometric height was determined by differential leveling and
 DJ3709.adjusted in May 2008.
 DJ3709
 DJ3709.No vertical observational check was made to the station.
 DJ3709
 DJ3709.Photographs are available for this station.
 DJ3709
 DJ3709.The dynamic height is computed by dividing the NAVD 88
 DJ3709.geopotential number by the normal gravity value computed on the
 DJ3709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3709.degrees latitude (g = 980.6199 gals.).
 DJ3709
 DJ3709.The modeled gravity was interpolated from observed gravity values.
 DJ3709
 DJ3709;                    North         East    Units  Estimated Accuracy
 DJ3709;SPC MN S     -   159,850.    1,004,467.      MT  (+/- 10 meters HH2 GPS)
 DJ3709
 DJ3709                          SUPERSEDED SURVEY CONTROL
 DJ3709
 DJ3709.No superseded survey control is available for this station.
 DJ3709
 DJ3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2357318605(NAD 83)
 DJ3709
 DJ3709_MARKER: DD = SURVEY DISK
 DJ3709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3709_STAMPING: 2806 H 2005
 DJ3709_MARK LOGO: MNDT  
 DJ3709_PROJECTION: FLUSH
 DJ3709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3709+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DJ3709_ROD/PIPE-DEPTH:  3.7 meters
 DJ3709
 DJ3709  HISTORY     - Date     Condition        Report By
 DJ3709  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3709  HISTORY     - 2005     GOOD             MNDT
 DJ3709
 DJ3709                          STATION DESCRIPTION
 DJ3709
 DJ3709'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3709'THE MARK IS 0.5 MILES (0.8 KM) NORTHWEST OF EITZEN, 0.25 MI (0.4 KM)
 DJ3709'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3709'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 0.75, 98.8
 DJ3709'FEET (30.1 M) SOUTHWEST OF TRUNK HIGHWAY 76, 3.4 FT (1.0 M) NORTHEAST
 DJ3709'OF A FENCE LINE, 1.0 FOOT (0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3709
 DJ3709                          STATION RECOVERY (2005)
 DJ3709
 DJ3709'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 DJ3709'0.5 MI (0.8 KM) NORTHWEST OF EITZEN, 0.25 MI (0.4 KM) NORTHWEST ALONG
 DJ3709'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD
 DJ3709'2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 0.75, 98.8 FT (30.1 M)
 DJ3709'SOUTHWEST OF TRUNK HIGHWAY 76, 3.4 FT (1.0 M) NORTHEAST OF A FENCE
 DJ3709'LINE, 1.0 FT (0.3 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3708 ***********************************************************************
 DJ3708  DESIGNATION -  2806 J
 DJ3708  PID         -  DJ3708
 DJ3708  STATE/COUNTY-  MN/HOUSTON
 DJ3708  COUNTRY     -  US
 DJ3708  USGS QUAD   -  EITZEN (1980)
 DJ3708
 DJ3708                         *CURRENT SURVEY CONTROL
 DJ3708  ______________________________________________________________________
 DJ3708* NAD 83(2007) POSITION- 43 30 53.69168(N) 091 28 39.18688(W)   ADJUSTED  
 DJ3708* NAD 83(2007) ELLIP HT-   326.572 (meters)        (09/09/09)   ADJUSTED
 DJ3708* NAD 83(2007) EPOCH   -  2002.00
 DJ3708* NAVD 88 ORTHO HEIGHT -   357.276  (meters)    1172.16  (feet) ADJUSTED  
 DJ3708  ______________________________________________________________________
 DJ3708  NAD 83(2007) X  -   -119,462.937 (meters)                     COMP
 DJ3708  NAD 83(2007) Y  - -4,631,447.935 (meters)                     COMP
 DJ3708  NAD 83(2007) Z  -  4,369,388.438 (meters)                     COMP
 DJ3708  LAPLACE CORR    -         -7.33  (seconds)                    DEFLEC09
 DJ3708  GEOID HEIGHT    -        -30.68  (meters)                     GEOID09
 DJ3708  DYNAMIC HEIGHT  -        357.202 (meters)     1171.92  (feet) COMP
 DJ3708  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 DJ3708
 DJ3708  HORZ ORDER      -  FIRST
 DJ3708  VERT ORDER      -  SECOND    CLASS I
 DJ3708  ELLP ORDER      -  FOURTH    CLASS I
 DJ3708
 DJ3708.The horizontal coordinates were established by GPS observations
 DJ3708.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3708
 DJ3708.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3708.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3708
 DJ3708.The horizontal coordinates are valid at the epoch date displayed above
 DJ3708.which is a decimal equivalence of Year/Month/Day.
 DJ3708
 DJ3708.The orthometric height was determined by differential leveling and
 DJ3708.adjusted in May 2008.
 DJ3708
 DJ3708.No vertical observational check was made to the station.
 DJ3708
 DJ3708.Photographs are available for this station.
 DJ3708
 DJ3708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3708
 DJ3708.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3708
 DJ3708.The ellipsoidal height was determined by GPS observations
 DJ3708.and is referenced to NAD 83.
 DJ3708
 DJ3708.The dynamic height is computed by dividing the NAVD 88
 DJ3708.geopotential number by the normal gravity value computed on the
 DJ3708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3708.degrees latitude (g = 980.6199 gals.).
 DJ3708
 DJ3708.The modeled gravity was interpolated from observed gravity values.
 DJ3708
 DJ3708. The following values were computed from the NAD 83(2007) position.
 DJ3708
 DJ3708;                    North         East     Units Scale Factor Converg.
 DJ3708;SPC MN S     -   160,361.758 1,003,938.693   MT  1.00006895   +1 46 05.0
 DJ3708;SPC MN S     -   526,120.20  3,293,755.53   sFT  1.00006895   +1 46 05.0
 DJ3708;UTM  15      - 4,819,123.544   623,051.768   MT  0.99978625   +1 02 54.2
 DJ3708
 DJ3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3708!SPC MN S     -   0.99994879  x   1.00006895  =   1.00001774
 DJ3708!UTM  15      -   0.99994879  x   0.99978625  =   0.99973505
 DJ3708
 DJ3708                          SUPERSEDED SURVEY CONTROL
 DJ3708
 DJ3708  NAVD 88 (09/09/09)  357.28   (m)         1172.2    (f) LEVELING    3  
 DJ3708
 DJ3708.Superseded values are not recommended for survey control.
 DJ3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3708.See file dsdata.txt to determine how the superseded data were derived.
 DJ3708
 DJ3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2305119123(NAD 83)
 DJ3708
 DJ3708_MARKER: DD = SURVEY DISK
 DJ3708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3708_STAMPING: 2806 J 2006
 DJ3708_MARK LOGO: MNDT  
 DJ3708_PROJECTION: FLUSH
 DJ3708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3708+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 DJ3708_ROD/PIPE-DEPTH: 10.7 meters
 DJ3708
 DJ3708  HISTORY     - Date     Condition        Report By
 DJ3708  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3708  HISTORY     - 2006     GOOD             MNDT
 DJ3708  HISTORY     - 20080227 GOOD             MNDT
 DJ3708
 DJ3708                          STATION DESCRIPTION
 DJ3708
 DJ3708'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3708'THE MARK IS 0.75 MILES (1.21 KM) NORTHWEST OF EITZEN, 0.75 MI (1.2 KM)
 DJ3708'NORTHWEST ALONG TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76
 DJ3708'AND COUNTY ROAD 2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 1.25, 70.5
 DJ3708'FEET (21.5 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 76, 135.6 FEET (41.3 M)
 DJ3708'SOUTH-SOUTHEAST OF COUNTY ROAD 27, 11.8 FEET (3.6 M) EAST-NORTHEAST OF
 DJ3708'A FENCE, 4.3 FEET (1.3 M) NORTHEAST OF RIGHT-OF-WAY POST, 1.1 FEET
 DJ3708'(0.3 M) NORTHEAST OF A WITNESS POST.
 DJ3708
 DJ3708                          STATION RECOVERY (2006)
 DJ3708
 DJ3708'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DJ3708'0.75 MI (1.2 KM) NORTHWEST OF EITZEN, 0.75 MI (1.2 KM) NORTHWEST ALONG
 DJ3708'TRUNK HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD
 DJ3708'2 IN EITZEN, AT TRUNK HIGHWAY 76 MILE POINT 1.25, 70.5 FT (21.5 M)
 DJ3708'WEST-SOUTHWEST OF TRUNK HIGHWAY 76, 135.6 FT (41.3 M) SOUTH-SOUTHEAST
 DJ3708'OF COUNTY ROAD 27, 11.8 FT (3.6 M) EAST-NORTHEAST OF A FENCE, 4.3 FT
 DJ3708'(1.3 M) NORTHEAST OF RIGHT-OF-WAY POST, 1.1 NORTHEAST OF A WITNESS
 DJ3708'POST.
 DJ3708
 DJ3708                          STATION RECOVERY (2008)
 DJ3708
 DJ3708'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DJ3708'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3708'THE MARK IS 0.75 MILE NORTHWEST OF EITZEN, 0.75 MILE NORTHWEST ALONG
 DJ3708'TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND COUNTY ROAD 2
 DJ3708'IN EITZEN, AT TRUNK HIGHWAY 76 MILEPOINT 1.25, 70.5 FEET
 DJ3708'WEST-SOUTHWEST OF TRUNK HIGHWAY 76, 135.6 FEET SOUTH-SOUTHEAST OF
 DJ3708'COUNTY ROAD 27, 11.8 FEET EAST-NORTHEAST OF FENCE, 4.3 FEET NORTHEAST
 DJ3708'OF RIGHT-OF-WAY POST, 1.1 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6837 ***********************************************************************
 DK6837  DESIGNATION -  2806 J 1
 DK6837  PID         -  DK6837
 DK6837  STATE/COUNTY-  MN/HOUSTON
 DK6837  COUNTRY     -  US
 DK6837  USGS QUAD   -  EITZEN (1980)
 DK6837
 DK6837                         *CURRENT SURVEY CONTROL
 DK6837  ______________________________________________________________________
 DK6837* NAD 83(1986) POSITION- 43 30 17.6    (N) 091 26 44.9    (W)   HD_HELD2  
 DK6837* NAVD 88 ORTHO HEIGHT -   351.870  (meters)    1154.43  (feet) ADJUSTED  
 DK6837  ______________________________________________________________________
 DK6837  GEOID HEIGHT    -        -30.77  (meters)                     GEOID09
 DK6837  DYNAMIC HEIGHT  -        351.797 (meters)     1154.19  (feet) COMP
 DK6837  MODELED GRAVITY -    980,401.6   (mgal)                       NAVD 88
 DK6837
 DK6837  VERT ORDER      -  SECOND    CLASS I
 DK6837
 DK6837.The horizontal coordinates were established by autonomous hand held GPS
 DK6837.observations and have an estimated accuracy of +/- 10 meters.
 DK6837.
 DK6837.The orthometric height was determined by differential leveling and
 DK6837.adjusted in December 2008.
 DK6837
 DK6837.The dynamic height is computed by dividing the NAVD 88
 DK6837.geopotential number by the normal gravity value computed on the
 DK6837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6837.degrees latitude (g = 980.6199 gals.).
 DK6837
 DK6837.The modeled gravity was interpolated from observed gravity values.
 DK6837
 DK6837;                    North         East    Units  Estimated Accuracy
 DK6837;SPC MN S     -   159,328.    1,006,539.      MT  (+/- 10 meters HH2 GPS)
 DK6837
 DK6837                          SUPERSEDED SURVEY CONTROL
 DK6837
 DK6837.No superseded survey control is available for this station.
 DK6837
 DK6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2563818057(NAD 83)
 DK6837
 DK6837_MARKER: DD = SURVEY DISK
 DK6837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6837_STAMPING: 2806 J 1 2006
 DK6837_MARK LOGO: MNDT  
 DK6837_PROJECTION: FLUSH
 DK6837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6837+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6837_ROD/PIPE-DEPTH:  6.1 meters
 DK6837
 DK6837  HISTORY     - Date     Condition        Report By
 DK6837  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6837
 DK6837                          STATION DESCRIPTION
 DK6837
 DK6837'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6837'1.0 MI (1.6 KM) EAST OF EITZEN, 1.25 MI (2.0 KM) EAST ALONG COUNTY
 DK6837'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 76 IN
 DK6837'EITZEN, 74.4 FT (22.7 M) SOUTHWEST OF COUNTY ROAD 2, 47.4 FT (14.4 M)
 DK6837'EAST OF FOX FARM ROAD, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6836 ***********************************************************************
 DK6836  DESIGNATION -  2806 J 2
 DK6836  PID         -  DK6836
 DK6836  STATE/COUNTY-  MN/HOUSTON
 DK6836  COUNTRY     -  US
 DK6836  USGS QUAD   -  EITZEN (1980)
 DK6836
 DK6836                         *CURRENT SURVEY CONTROL
 DK6836  ______________________________________________________________________
 DK6836* NAD 83(2007) POSITION- 43 30 16.38759(N) 091 24 42.51087(W)   ADJUSTED  
 DK6836* NAD 83(2007) ELLIP HT-   317.911 (meters)        (09/09/09)   ADJUSTED
 DK6836* NAD 83(2007) EPOCH   -  2002.00
 DK6836* NAVD 88 ORTHO HEIGHT -   348.815  (meters)    1144.40  (feet) ADJUSTED  
 DK6836  ______________________________________________________________________
 DK6836  NAD 83(2007) X  -   -114,167.937 (meters)                     COMP
 DK6836  NAD 83(2007) Y  - -4,632,368.108 (meters)                     COMP
 DK6836  NAD 83(2007) Z  -  4,368,547.464 (meters)                     COMP
 DK6836  LAPLACE CORR    -         -8.42  (seconds)                    DEFLEC09
 DK6836  GEOID HEIGHT    -        -30.89  (meters)                     GEOID09
 DK6836  DYNAMIC HEIGHT  -        348.742 (meters)     1144.16  (feet) COMP
 DK6836  MODELED GRAVITY -    980,398.8   (mgal)                       NAVD 88
 DK6836
 DK6836  HORZ ORDER      -  FIRST
 DK6836  VERT ORDER      -  SECOND    CLASS I
 DK6836  ELLP ORDER      -  FOURTH    CLASS I
 DK6836
 DK6836.The horizontal coordinates were established by GPS observations
 DK6836.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DK6836
 DK6836.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6836.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6836
 DK6836.The horizontal coordinates are valid at the epoch date displayed above
 DK6836.which is a decimal equivalence of Year/Month/Day.
 DK6836
 DK6836.The orthometric height was determined by differential leveling and
 DK6836.adjusted in December 2008.
 DK6836
 DK6836.Photographs are available for this station.
 DK6836
 DK6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6836
 DK6836.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6836
 DK6836.The ellipsoidal height was determined by GPS observations
 DK6836.and is referenced to NAD 83.
 DK6836
 DK6836.The dynamic height is computed by dividing the NAVD 88
 DK6836.geopotential number by the normal gravity value computed on the
 DK6836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6836.degrees latitude (g = 980.6199 gals.).
 DK6836
 DK6836.The modeled gravity was interpolated from observed gravity values.
 DK6836
 DK6836. The following values were computed from the NAD 83(2007) position.
 DK6836
 DK6836;                    North         East     Units Scale Factor Converg.
 DK6836;SPC MN S     -   159,377.139 1,009,288.705   MT  1.00007205   +1 48 50.9
 DK6836;SPC MN S     -   522,889.83  3,311,308.03   sFT  1.00007205   +1 48 50.9
 DK6836;UTM  15      - 4,818,072.050   628,387.508   MT  0.99980276   +1 05 36.5
 DK6836
 DK6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6836!SPC MN S     -   0.99995015  x   1.00007205  =   1.00002220
 DK6836!UTM  15      -   0.99995015  x   0.99980276  =   0.99975292
 DK6836
 DK6836                          SUPERSEDED SURVEY CONTROL
 DK6836
 DK6836  NAVD 88 (09/09/09)  348.82   (m)         1144.4    (f) LEVELING    3  
 DK6836
 DK6836.Superseded values are not recommended for survey control.
 DK6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6836.See file dsdata.txt to determine how the superseded data were derived.
 DK6836
 DK6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2838718072(NAD 83)
 DK6836
 DK6836_MARKER: DD = SURVEY DISK
 DK6836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6836_STAMPING: 2806 J 2 2006
 DK6836_MARK LOGO: MNDT  
 DK6836_PROJECTION: FLUSH
 DK6836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6836+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 DK6836_ROD/PIPE-DEPTH:  4.0 meters
 DK6836
 DK6836  HISTORY     - Date     Condition        Report By
 DK6836  HISTORY     - 2006     MONUMENTED       MNDT
 DK6836  HISTORY     - 20080227 GOOD             MNDT
 DK6836
 DK6836                          STATION DESCRIPTION
 DK6836
 DK6836'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6836'2.5 MI (4.0 KM) EAST OF EITZEN, 3.0 MI (4.8 KM) EASTERLY ALONG COUNTY
 DK6836'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 76 IN
 DK6836'EITZEN, 52.3 FT (15.9 M) NORTH OF COUNTY ROAD 2, 13.0 FT (4.0 M) EAST
 DK6836'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DK6836
 DK6836                          STATION RECOVERY (2008)
 DK6836
 DK6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DKH)
 DK6836'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6836'THE MARK IS 2.5 MILES EAST OF EITZEN, 3.0 MILES EASTERLY ALONG COUNTY
 DK6836'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 76 IN
 DK6836'EITZEN, 52.3 FEET NORTH OF COUNTY ROAD 2, 13.0 FEET EAST OF FIELD
 DK6836'ENTRANCE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6835 ***********************************************************************
 DK6835  DESIGNATION -  2806 J 4
 DK6835  PID         -  DK6835
 DK6835  STATE/COUNTY-  MN/HOUSTON
 DK6835  COUNTRY     -  US
 DK6835  USGS QUAD   -  RENO (1980)
 DK6835
 DK6835                         *CURRENT SURVEY CONTROL
 DK6835  ______________________________________________________________________
 DK6835* NAD 83(1986) POSITION- 43 30 22.2    (N) 091 20 49.7    (W)   HD_HELD2  
 DK6835* NAVD 88 ORTHO HEIGHT -   344.912  (meters)    1131.60  (feet) ADJUSTED  
 DK6835  ______________________________________________________________________
 DK6835  GEOID HEIGHT    -        -31.12  (meters)                     GEOID09
 DK6835  DYNAMIC HEIGHT  -        344.839 (meters)     1131.36  (feet) COMP
 DK6835  MODELED GRAVITY -    980,400.2   (mgal)                       NAVD 88
 DK6835
 DK6835  VERT ORDER      -  SECOND    CLASS I
 DK6835
 DK6835.The horizontal coordinates were established by autonomous hand held GPS
 DK6835.observations and have an estimated accuracy of +/- 10 meters.
 DK6835.
 DK6835.The orthometric height was determined by differential leveling and
 DK6835.adjusted in December 2008.
 DK6835
 DK6835.The dynamic height is computed by dividing the NAVD 88
 DK6835.geopotential number by the normal gravity value computed on the
 DK6835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6835.degrees latitude (g = 980.6199 gals.).
 DK6835
 DK6835.The modeled gravity was interpolated from observed gravity values.
 DK6835
 DK6835;                    North         East    Units  Estimated Accuracy
 DK6835;SPC MN S     -   159,724.    1,014,510.      MT  (+/- 10 meters HH2 GPS)
 DK6835
 DK6835                          SUPERSEDED SURVEY CONTROL
 DK6835
 DK6835.No superseded survey control is available for this station.
 DK6835
 DK6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ3361118353(NAD 83)
 DK6835
 DK6835_MARKER: DD = SURVEY DISK
 DK6835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6835_STAMPING: 2806 J 4 2006
 DK6835_MARK LOGO: MNDT  
 DK6835_PROJECTION: FLUSH
 DK6835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6835+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 DK6835_ROD/PIPE-DEPTH:  3.7 meters
 DK6835
 DK6835  HISTORY     - Date     Condition        Report By
 DK6835  HISTORY     - 20060724 MONUMENTED       MNDT
 DK6835
 DK6835                          STATION DESCRIPTION
 DK6835
 DK6835'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK6835'6.0 MI (9.7 KM) EAST OF EITZEN, 6.90 MI (11.1 KM) EASTERLY ALONG
 DK6835'COUNTY ROAD 2 AND A 11 FROM THE JUNCTION OF COUNTY ROAD 2 AND TRUNK
 DK6835'HIGHWAY 76 IN EITZEN, 108.6 FT (33.1 M) SOUTHEAST OF DRIVEWAY NUMBER
 DK6835'4715, 54.4 FT (16.6 M) SOUTHWEST OF COUNTY ROAD 2, 3.7 FT (1.1 M)
 DK6835'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3717 ***********************************************************************
 DJ3717  DESIGNATION -  2807 A
 DJ3717  PID         -  DJ3717
 DJ3717  STATE/COUNTY-  MN/HOUSTON
 DJ3717  COUNTRY     -  US
 DJ3717  USGS QUAD   -  CALEDONIA (1980)
 DJ3717
 DJ3717                         *CURRENT SURVEY CONTROL
 DJ3717  ______________________________________________________________________
 DJ3717* NAD 83(1986) POSITION- 43 38 35.6    (N) 091 29 52.5    (W)   HD_HELD2  
 DJ3717* NAVD 88 ORTHO HEIGHT -   350.596  (meters)    1150.25  (feet) ADJUSTED  
 DJ3717  ______________________________________________________________________
 DJ3717  GEOID HEIGHT    -        -30.74  (meters)                     GEOID09
 DJ3717  DYNAMIC HEIGHT  -        350.524 (meters)     1150.01  (feet) COMP
 DJ3717  MODELED GRAVITY -    980,404.9   (mgal)                       NAVD 88
 DJ3717
 DJ3717  VERT ORDER      -  SECOND    CLASS I
 DJ3717
 DJ3717.The horizontal coordinates were established by autonomous hand held GPS
 DJ3717.observations and have an estimated accuracy of +/- 10 meters.
 DJ3717.
 DJ3717.The orthometric height was determined by differential leveling and
 DJ3717.adjusted in May 2008.
 DJ3717
 DJ3717.Photographs are available for this station.
 DJ3717
 DJ3717.The dynamic height is computed by dividing the NAVD 88
 DJ3717.geopotential number by the normal gravity value computed on the
 DJ3717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3717.degrees latitude (g = 980.6199 gals.).
 DJ3717
 DJ3717.The modeled gravity was interpolated from observed gravity values.
 DJ3717
 DJ3717;                    North         East    Units  Estimated Accuracy
 DJ3717;SPC MN S     -   174,561.    1,001,856.      MT  (+/- 10 meters HH2 GPS)
 DJ3717
 DJ3717                          SUPERSEDED SURVEY CONTROL
 DJ3717
 DJ3717.No superseded survey control is available for this station.
 DJ3717
 DJ3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2114833343(NAD 83)
 DJ3717
 DJ3717_MARKER: DV = VERTICAL CONTROL DISK
 DJ3717_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3717_STAMPING: 2807 A 1976
 DJ3717_MARK LOGO: MNHD  
 DJ3717_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3717+STABILITY: SURFACE MOTION
 DJ3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3717+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3717
 DJ3717  HISTORY     - Date     Condition        Report By
 DJ3717  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3717  HISTORY     - 20051115 GOOD             MNDT
 DJ3717
 DJ3717                          STATION DESCRIPTION
 DJ3717
 DJ3717'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3717'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN CALEDONIA,
 DJ3717'IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK
 DJ3717'HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 10.95, 101 FEET (30.8 M)
 DJ3717'SOUTHWEST OF TRUNK HIGHWAY 76, 66 FEET (20.1 M) NORTHWEST OF WESTBOUND
 DJ3717'TRUNK HIGHWAY 44, 1 FOOT (0.3 M) SOUTHWEST OF A WITNESS POST.  ROD
 DJ3717'DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3728 ***********************************************************************
 DJ3728  DESIGNATION -  2807 B
 DJ3728  PID         -  DJ3728
 DJ3728  STATE/COUNTY-  MN/HOUSTON
 DJ3728  COUNTRY     -  US
 DJ3728  USGS QUAD   -  SHELDON (1965)
 DJ3728
 DJ3728                         *CURRENT SURVEY CONTROL
 DJ3728  ______________________________________________________________________
 DJ3728* NAD 83(1986) POSITION- 43 38 42.0    (N) 091 30 43.6    (W)   HD_HELD2  
 DJ3728* NAVD 88 ORTHO HEIGHT -   364.866  (meters)    1197.06  (feet) ADJUSTED  
 DJ3728  ______________________________________________________________________
 DJ3728  GEOID HEIGHT    -        -30.70  (meters)                     GEOID09
 DJ3728  DYNAMIC HEIGHT  -        364.792 (meters)     1196.82  (feet) COMP
 DJ3728  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 DJ3728
 DJ3728  VERT ORDER      -  SECOND    CLASS I
 DJ3728
 DJ3728.The horizontal coordinates were established by autonomous hand held GPS
 DJ3728.observations and have an estimated accuracy of +/- 10 meters.
 DJ3728.
 DJ3728.The orthometric height was determined by differential leveling and
 DJ3728.adjusted in May 2008.
 DJ3728
 DJ3728.Photographs are available for this station.
 DJ3728
 DJ3728.The dynamic height is computed by dividing the NAVD 88
 DJ3728.geopotential number by the normal gravity value computed on the
 DJ3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3728.degrees latitude (g = 980.6199 gals.).
 DJ3728
 DJ3728.The modeled gravity was interpolated from observed gravity values.
 DJ3728
 DJ3728;                    North         East    Units  Estimated Accuracy
 DJ3728;SPC MN S     -   174,723.    1,000,706.      MT  (+/- 10 meters HH2 GPS)
 DJ3728
 DJ3728                          SUPERSEDED SURVEY CONTROL
 DJ3728
 DJ3728.No superseded survey control is available for this station.
 DJ3728
 DJ3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1999933520(NAD 83)
 DJ3728
 DJ3728_MARKER: DV = VERTICAL CONTROL DISK
 DJ3728_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3728_STAMPING: 2807 B 1976
 DJ3728_MARK LOGO: MNHD  
 DJ3728_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3728+STABILITY: SURFACE MOTION
 DJ3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3728+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3728
 DJ3728  HISTORY     - Date     Condition        Report By
 DJ3728  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3728  HISTORY     - 20051115 GOOD             MNDT
 DJ3728
 DJ3728                          STATION DESCRIPTION
 DJ3728
 DJ3728'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3728'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN CALEDONIA,
 DJ3728'THE MARK IS 0.8 MILES (1.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY
 DJ3728'44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 11.80, 162 FT
 DJ3728'(49.4 M) WEST OF TRUNK HIGHWAY 76, 50 FEET (15.2 M) SOUTH OF COUNTY
 DJ3728'ROAD 1, 3 FEET (0.9 M) EAST OF A POWER POLE, 1.5 FEET (0.5 M) NORTH OF
 DJ3728'A WITNESS POST.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3727 ***********************************************************************
 DJ3727  DESIGNATION -  2807 C
 DJ3727  PID         -  DJ3727
 DJ3727  STATE/COUNTY-  MN/HOUSTON
 DJ3727  COUNTRY     -  US
 DJ3727  USGS QUAD   -  SHELDON (1965)
 DJ3727
 DJ3727                         *CURRENT SURVEY CONTROL
 DJ3727  ______________________________________________________________________
 DJ3727* NAD 83(1986) POSITION- 43 39 47.8    (N) 091 30 39.4    (W)   HD_HELD2  
 DJ3727* NAVD 88 ORTHO HEIGHT -   361.516  (meters)    1186.07  (feet) ADJUSTED  
 DJ3727  ______________________________________________________________________
 DJ3727  GEOID HEIGHT    -        -30.72  (meters)                     GEOID09
 DJ3727  DYNAMIC HEIGHT  -        361.443 (meters)     1185.83  (feet) COMP
 DJ3727  MODELED GRAVITY -    980,406.5   (mgal)                       NAVD 88
 DJ3727
 DJ3727  VERT ORDER      -  SECOND    CLASS I
 DJ3727
 DJ3727.The horizontal coordinates were established by autonomous hand held GPS
 DJ3727.observations and have an estimated accuracy of +/- 10 meters.
 DJ3727.
 DJ3727.The orthometric height was determined by differential leveling and
 DJ3727.adjusted in May 2008.
 DJ3727
 DJ3727.Photographs are available for this station.
 DJ3727
 DJ3727.The dynamic height is computed by dividing the NAVD 88
 DJ3727.geopotential number by the normal gravity value computed on the
 DJ3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3727.degrees latitude (g = 980.6199 gals.).
 DJ3727
 DJ3727.The modeled gravity was interpolated from observed gravity values.
 DJ3727
 DJ3727;                    North         East    Units  Estimated Accuracy
 DJ3727;SPC MN S     -   176,756.    1,000,738.      MT  (+/- 10 meters HH2 GPS)
 DJ3727
 DJ3727                          SUPERSEDED SURVEY CONTROL
 DJ3727
 DJ3727.No superseded survey control is available for this station.
 DJ3727
 DJ3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2005735552(NAD 83)
 DJ3727
 DJ3727_MARKER: DV = VERTICAL CONTROL DISK
 DJ3727_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3727_STAMPING: 2807 C 1976
 DJ3727_MARK LOGO: MNHD  
 DJ3727_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3727+STABILITY: SURFACE MOTION
 DJ3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3727+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3727
 DJ3727  HISTORY     - Date     Condition        Report By
 DJ3727  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3727  HISTORY     - 20051115 GOOD             MNDT
 DJ3727
 DJ3727                          STATION DESCRIPTION
 DJ3727
 DJ3727'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3727'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.1 MI (3.4 KM)
 DJ3727'NORTHWEST OF CALEDONIA, 2.0 MILES (3.2 KM) NORTH OF NORTH JUNCTION OF
 DJ3727'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT
 DJ3727'12.95, 147 FEET (44.8 M) EAST OF TRUNK HIGHWAY 76, 38 FEET (11.6 M)
 DJ3727'SOUTH OF KLUG DRIVE, 1 FOOT (0.3 M) NORTH OF A WITNESS POST. ROD DEPTH
 DJ3727'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3726 ***********************************************************************
 DJ3726  DESIGNATION -  2807 D
 DJ3726  PID         -  DJ3726
 DJ3726  STATE/COUNTY-  MN/HOUSTON
 DJ3726  COUNTRY     -  US
 DJ3726  USGS QUAD   -  SHELDON (1965)
 DJ3726
 DJ3726                         *CURRENT SURVEY CONTROL
 DJ3726  ______________________________________________________________________
 DJ3726* NAD 83(1986) POSITION- 43 40 27.9    (N) 091 30 36.8    (W)   HD_HELD2  
 DJ3726* NAVD 88 ORTHO HEIGHT -   368.344  (meters)    1208.48  (feet) ADJUSTED  
 DJ3726  ______________________________________________________________________
 DJ3726  GEOID HEIGHT    -        -30.73  (meters)                     GEOID09
 DJ3726  DYNAMIC HEIGHT  -        368.270 (meters)     1208.23  (feet) COMP
 DJ3726  MODELED GRAVITY -    980,407.3   (mgal)                       NAVD 88
 DJ3726
 DJ3726  VERT ORDER      -  SECOND    CLASS I
 DJ3726
 DJ3726.The horizontal coordinates were established by autonomous hand held GPS
 DJ3726.observations and have an estimated accuracy of +/- 10 meters.
 DJ3726.
 DJ3726.The orthometric height was determined by differential leveling and
 DJ3726.adjusted in May 2008.
 DJ3726
 DJ3726.Photographs are available for this station.
 DJ3726
 DJ3726.The dynamic height is computed by dividing the NAVD 88
 DJ3726.geopotential number by the normal gravity value computed on the
 DJ3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3726.degrees latitude (g = 980.6199 gals.).
 DJ3726
 DJ3726.The modeled gravity was interpolated from observed gravity values.
 DJ3726
 DJ3726;                    North         East    Units  Estimated Accuracy
 DJ3726;SPC MN S     -   177,995.    1,000,758.      MT  (+/- 10 meters HH2 GPS)
 DJ3726
 DJ3726                          SUPERSEDED SURVEY CONTROL
 DJ3726
 DJ3726.No superseded survey control is available for this station.
 DJ3726
 DJ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ2009336790(NAD 83)
 DJ3726
 DJ3726_MARKER: DV = VERTICAL CONTROL DISK
 DJ3726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3726_STAMPING: 2807 D 1976
 DJ3726_MARK LOGO: MNHD  
 DJ3726_PROJECTION: FLUSH
 DJ3726_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3726+STABILITY: SURFACE MOTION
 DJ3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3726+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3726
 DJ3726  HISTORY     - Date     Condition        Report By
 DJ3726  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3726  HISTORY     - 20051115 GOOD             MNDT
 DJ3726
 DJ3726                          STATION DESCRIPTION
 DJ3726
 DJ3726'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3726'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DJ3726'NORTH OF CALEDONIA, 2.8 MILES (4.5 KM) NORTH OF NORTH JUNCTION OF
 DJ3726'TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT
 DJ3726'13.75, 355 FEET (108.2 M) EAST OF TRUNK HIGHWAY 76, 47 FEET (14.3 M)
 DJ3726'NORTH OF COUNTY ROAD 20, 3 FEET (0.9 M) SOUTHWEST OF A POWER POLE, 1
 DJ3726'FOOT (0.3 M) SOUTH OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC4915 ***********************************************************************
 AC4915  CBN         -  This is a Cooperative Base Network Control Station.
 AC4915  DESIGNATION -  2807 E
 AC4915  PID         -  AC4915
 AC4915  STATE/COUNTY-  MN/HOUSTON
 AC4915  COUNTRY     -  US
 AC4915  USGS QUAD   -  SHELDON (1965)
 AC4915
 AC4915                         *CURRENT SURVEY CONTROL
 AC4915  ______________________________________________________________________
 AC4915* NAD 83(2007) POSITION- 43 41 06.79174(N) 091 30 41.01229(W)   ADJUSTED  
 AC4915* NAD 83(2007) ELLIP HT-   336.833 (meters)        (02/10/07)   ADJUSTED
 AC4915* NAD 83(2007) EPOCH   -  2002.00
 AC4915* NAVD 88 ORTHO HEIGHT -   367.582  (meters)    1205.98  (feet) ADJUSTED  
 AC4915  ______________________________________________________________________
 AC4915  NAD 83(2007) X  -   -121,854.378 (meters)                     COMP
 AC4915  NAD 83(2007) Y  - -4,618,339.069 (meters)                     COMP
 AC4915  NAD 83(2007) Z  -  4,383,098.774 (meters)                     COMP
 AC4915  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC09
 AC4915  GEOID HEIGHT    -        -30.74  (meters)                     GEOID09
 AC4915  DYNAMIC HEIGHT  -        367.508 (meters)     1205.73  (feet) COMP
 AC4915  MODELED GRAVITY -    980,408.1   (mgal)                       NAVD 88
 AC4915
 AC4915  VERT ORDER      -  SECOND    CLASS I
 AC4915
 AC4915  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC4915  Type                                         Horiz  Ellip  Dist(km)
 AC4915  -------------------------------------------------------------------
 AC4915  NETWORK                                       0.48   0.82
 AC4915  -------------------------------------------------------------------
 AC4915  MEDIAN LOCAL ACCURACY AND DIST (036 points)   0.72   1.21     21.62
 AC4915  -------------------------------------------------------------------
 AC4915  NOTE: Click here for information on individual local accuracy
 AC4915  values and other accuracy information.
 AC4915
 AC4915
 AC4915.The horizontal coordinates were established by GPS observations
 AC4915.and adjusted by the National Geodetic Survey in February 2007.
 AC4915
 AC4915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC4915.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC4915
 AC4915.The horizontal coordinates are valid at the epoch date displayed above
 AC4915.which is a decimal equivalence of Year/Month/Day.
 AC4915
 AC4915.The orthometric height was determined by differential leveling and
 AC4915.adjusted in May 2008.
 AC4915
 AC4915.Photographs are available for this station.
 AC4915
 AC4915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4915
 AC4915.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC4915
 AC4915.The ellipsoidal height was determined by GPS observations
 AC4915.and is referenced to NAD 83.
 AC4915
 AC4915.The dynamic height is computed by dividing the NAVD 88
 AC4915.geopotential number by the normal gravity value computed on the
 AC4915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4915.degrees latitude (g = 980.6199 gals.).
 AC4915
 AC4915.The modeled gravity was interpolated from observed gravity values.
 AC4915
 AC4915. The following values were computed from the NAD 83(2007) position.
 AC4915
 AC4915;                    North         East     Units Scale Factor Converg.
 AC4915;SPC MN S     -   179,191.686 1,000,627.569   MT  1.00002270   +1 44 39.6
 AC4915;SPC MN S     -   587,898.06  3,282,892.28   sFT  1.00002270   +1 44 39.6
 AC4915;UTM  15      - 4,837,988.505   619,977.618   MT  0.99977705   +1 01 41.9
 AC4915
 AC4915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4915!SPC MN S     -   0.99994718  x   1.00002270  =   0.99996988
 AC4915!UTM  15      -   0.99994718  x   0.99977705  =   0.99972425
 AC4915
 AC4915                          SUPERSEDED SURVEY CONTROL
 AC4915
 AC4915  NAD 83(1996)-  43 41 06.79133(N)    091 30 41.01148(W) AD(       ) B
 AC4915  ELLIP H (01/15/97)  336.900  (m)                       GP(       ) 4 1
 AC4915  NAVD 88 (07/23/07)  367.58   (m)         1206.0    (f) LEVELING    3  
 AC4915  NAVD 88 (08/23/05)  367.54   (m)  GEOID03 model used   GPS OBS        
 AC4915  NAVD 88 (01/15/97)  367.6    (m)  GEOID96 model used   GPS OBS        
 AC4915
 AC4915.Superseded values are not recommended for survey control.
 AC4915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4915.See file dsdata.txt to determine how the superseded data were derived.
 AC4915
 AC4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1997737988(NAD 83)
 AC4915
 AC4915_MARKER: DV = VERTICAL CONTROL DISK
 AC4915_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC4915_STAMPING: 2807 E 1976
 AC4915_MARK LOGO: MNHD  
 AC4915_PROJECTION: FLUSH
 AC4915_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC4915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4915+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 AC4915_ROD/PIPE-DEPTH:  5.5 meters
 AC4915
 AC4915  HISTORY     - Date     Condition        Report By
 AC4915  HISTORY     - 1976     MONUMENTED       MNHD
 AC4915  HISTORY     - 19950518 GOOD             MNDT
 AC4915  HISTORY     - 20040823 GOOD             MNDT
 AC4915  HISTORY     - 20051116 GOOD             MNDT
 AC4915  HISTORY     - 20060824 GOOD             MNDT
 AC4915  HISTORY     - 20080304 GOOD             MNDT
 AC4915
 AC4915                          STATION DESCRIPTION
 AC4915
 AC4915'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH)
 AC4915'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AC4915'3-1/4 MI NORTH OF THE TOWN OF CALEDONIA IN THE NW 1/4 OF SECTION 36,
 AC4915'T103N, R6W.  TO REACH THE MARK FROM THE NORTH JCT OF TH 44 AND TH 76
 AC4915'IN CALEDONIA, GO NORTH ALONG TH 76 FOR 3.9 MI (6.3 KM) TO TH 76 MP
 AC4915'14.5 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A DRIVEN ROD,
 AC4915'IS 18 FT (5.5 M) NORTH WB TH 76, 46 FT (14.0 M) EAST OF CO RD 22, 6.0
 AC4915'FT (1.8 M) SOUTH OF A P-POLE, AND 2.0 FT (0.6 M) WEST OF A WIT POST.
 AC4915'RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY M.P.P.
 AC4915
 AC4915                          STATION RECOVERY (2004)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AC4915'3.2 MILES NORTH OF CALEDONIA, 0.75 MILES WEST ALONG TRUNK HIGHWAY 76
 AC4915'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 AT
 AC4915'CALEDONIA, THENCE 2.70 MILES NORTH ON TRUNK HIGHWAY 76, 18 FEET NORTH
 AC4915'OF TRUNK HIGHWAY 76 TO THE WEST, AT TRUNK HIGHWAY 76 MILEPOINT 14.50,
 AC4915'46 FEET EAST OF COUNTY ROAD 22, 6 FEET SOUTH OF POWER POLE, 2 FEET
 AC4915'WEST OF WITNESS POST
 AC4915
 AC4915                          STATION RECOVERY (2005)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AC4915'RECOVERED AS DESCRIBED.
 AC4915
 AC4915                          STATION RECOVERY (2006)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AC4915'3.2 MILES NORTH OF CALEDONIA, 0.75 MILES WEST ALONG TRUNK HIGHWAY 76
 AC4915'FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44 AT
 AC4915'CALEDONIA, THENCE 2.70 MILES NORTH ON TRUNK HIGHWAY 76, 18 FEET NORTH
 AC4915'OF TRUNK HIGHWAY 76 TO THE WEST, AT TRUNK HIGHWAY 76 MILEPOINT 14.50,
 AC4915'46 FEET EAST OF COUNTY ROAD 22, 6 FEET SOUTH OF POWER POLE, 2 FEET
 AC4915'WEST OF WITNESS POST.
 AC4915
 AC4915                          STATION RECOVERY (2008)
 AC4915
 AC4915'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (RDW)
 AC4915'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC4915'THE MARK IS 3.2 MILES NORTH OF CALEDONIA, 0.75 MILE WEST ALONG TRUNK
 AC4915'HIGHWAY 76 FROM THE JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 44
 AC4915'AT CALEDONIA, THEN 2.70 MILES NORTH ON TRUNK HIGHWAY 76, 18 FEET NORTH
 AC4915'OF TRUNK HIGHWAY 76 TO THE WEST, AT TRUNK HIGHWAY 76 MILEPOINT 14.50,
 AC4915'46 FEET EAST OF COUNTY ROAD 22, 6 FEET SOUTH OF POWER POLE, 2 FEET
 AC4915'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3725 ***********************************************************************
 DJ3725  DESIGNATION -  2807 F
 DJ3725  PID         -  DJ3725
 DJ3725  STATE/COUNTY-  MN/HOUSTON
 DJ3725  COUNTRY     -  US
 DJ3725  USGS QUAD   -  SHELDON (1965)
 DJ3725
 DJ3725                         *CURRENT SURVEY CONTROL
 DJ3725  ______________________________________________________________________
 DJ3725* NAD 83(1986) POSITION- 43 41 13.1    (N) 091 31 36.3    (W)   HD_HELD2  
 DJ3725* NAVD 88 ORTHO HEIGHT -   317.603  (meters)    1042.00  (feet) ADJUSTED  
 DJ3725  ______________________________________________________________________
 DJ3725  GEOID HEIGHT    -        -30.71  (meters)                     GEOID09
 DJ3725  DYNAMIC HEIGHT  -        317.539 (meters)     1041.79  (feet) COMP
 DJ3725  MODELED GRAVITY -    980,410.1   (mgal)                       NAVD 88
 DJ3725
 DJ3725  VERT ORDER      -  SECOND    CLASS I
 DJ3725
 DJ3725.The horizontal coordinates were established by autonomous hand held GPS
 DJ3725.observations and have an estimated accuracy of +/- 10 meters.
 DJ3725.
 DJ3725.The orthometric height was determined by differential leveling and
 DJ3725.adjusted in May 2008.
 DJ3725
 DJ3725.Photographs are available for this station.
 DJ3725
 DJ3725.The dynamic height is computed by dividing the NAVD 88
 DJ3725.geopotential number by the normal gravity value computed on the
 DJ3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3725.degrees latitude (g = 980.6199 gals.).
 DJ3725
 DJ3725.The modeled gravity was interpolated from observed gravity values.
 DJ3725
 DJ3725;                    North         East    Units  Estimated Accuracy
 DJ3725;SPC MN S     -   179,349.      999,384.      MT  (+/- 10 meters HH2 GPS)
 DJ3725
 DJ3725                          SUPERSEDED SURVEY CONTROL
 DJ3725
 DJ3725.No superseded survey control is available for this station.
 DJ3725
 DJ3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1873638161(NAD 83)
 DJ3725
 DJ3725_MARKER: DB = BENCH MARK DISK
 DJ3725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3725_SP_SET: BOX CULVERT
 DJ3725_STAMPING: 2807 F 1976
 DJ3725_MARK LOGO: MNHD  
 DJ3725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3725+STABILITY: SURFACE MOTION
 DJ3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3725+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3725
 DJ3725  HISTORY     - Date     Condition        Report By
 DJ3725  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3725  HISTORY     - 20051115 GOOD             MNDT
 DJ3725
 DJ3725                          STATION DESCRIPTION
 DJ3725
 DJ3725'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3725'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.6 MI (5.8 KM)
 DJ3725'NORTHWEST OF CALEDONIA, 4.3 MILES (6.9 KM) WEST AND NORTHWEST OF NORTH
 DJ3725'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76
 DJ3725'MILE POINT 15.25, 20 FEET (6.1 M) NORTH OF TRUNK HIGHWAY 76, 25 FEET
 DJ3725'(7.6 M) WEST OF A WITNESS POST, IN NORTHWEST CORNER OF TRUNK HIGHWAY
 DJ3725'76 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3724 ***********************************************************************
 DJ3724  DESIGNATION -  2807 H
 DJ3724  PID         -  DJ3724
 DJ3724  STATE/COUNTY-  MN/HOUSTON
 DJ3724  COUNTRY     -  US
 DJ3724  USGS QUAD   -  SHELDON (1965)
 DJ3724
 DJ3724                         *CURRENT SURVEY CONTROL
 DJ3724  ______________________________________________________________________
 DJ3724* NAD 83(1986) POSITION- 43 41 13.8    (N) 091 32 14.2    (W)   HD_HELD2  
 DJ3724* NAVD 88 ORTHO HEIGHT -   274.168  (meters)     899.50  (feet) ADJUSTED  
 DJ3724  ______________________________________________________________________
 DJ3724  GEOID HEIGHT    -        -30.68  (meters)                     GEOID09
 DJ3724  DYNAMIC HEIGHT  -        274.113 (meters)      899.32  (feet) COMP
 DJ3724  MODELED GRAVITY -    980,412.4   (mgal)                       NAVD 88
 DJ3724
 DJ3724  VERT ORDER      -  SECOND    CLASS I
 DJ3724
 DJ3724.The horizontal coordinates were established by autonomous hand held GPS
 DJ3724.observations and have an estimated accuracy of +/- 10 meters.
 DJ3724.
 DJ3724.The orthometric height was determined by differential leveling and
 DJ3724.adjusted in May 2008.
 DJ3724
 DJ3724.Photographs are available for this station.
 DJ3724
 DJ3724.The dynamic height is computed by dividing the NAVD 88
 DJ3724.geopotential number by the normal gravity value computed on the
 DJ3724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3724.degrees latitude (g = 980.6199 gals.).
 DJ3724
 DJ3724.The modeled gravity was interpolated from observed gravity values.
 DJ3724
 DJ3724;                    North         East    Units  Estimated Accuracy
 DJ3724;SPC MN S     -   179,345.      998,535.      MT  (+/- 10 meters HH2 GPS)
 DJ3724
 DJ3724                          SUPERSEDED SURVEY CONTROL
 DJ3724
 DJ3724.No superseded survey control is available for this station.
 DJ3724
 DJ3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1788738167(NAD 83)
 DJ3724
 DJ3724_MARKER: DB = BENCH MARK DISK
 DJ3724_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ3724_SP_SET: BRIDGE ABUTMENT
 DJ3724_STAMPING: 2807 H 1976
 DJ3724_MARK LOGO: MNHD  
 DJ3724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3724+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3724
 DJ3724  HISTORY     - Date     Condition        Report By
 DJ3724  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3724  HISTORY     - 20051115 GOOD             MNDT
 DJ3724
 DJ3724                          STATION DESCRIPTION
 DJ3724
 DJ3724'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3724'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 DJ3724'NORTHWEST OF CALEDONIA, 5.3 MILES (8.5 KM) WEST AND NORTHWEST OF NORTH
 DJ3724'JUNCTION OF TRUNK HIGHWAY 44 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76
 DJ3724'MILE POINT 15.90, IN NORTHWEST CORNER OF HOUSE HILL ROAD BRIDGE OVER
 DJ3724'SMALL CREEK, 47 FEET (14.3 M) SOUTH OF TRUNK HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3723 ***********************************************************************
 DJ3723  DESIGNATION -  2807 J
 DJ3723  PID         -  DJ3723
 DJ3723  STATE/COUNTY-  MN/HOUSTON
 DJ3723  COUNTRY     -  US
 DJ3723  USGS QUAD   -  SHELDON (1965)
 DJ3723
 DJ3723                         *CURRENT SURVEY CONTROL
 DJ3723  ______________________________________________________________________
 DJ3723* NAD 83(1986) POSITION- 43 41 46.5    (N) 091 33 04.4    (W)   HD_HELD2  
 DJ3723* NAVD 88 ORTHO HEIGHT -   242.186  (meters)     794.57  (feet) ADJUSTED  
 DJ3723  ______________________________________________________________________
 DJ3723  GEOID HEIGHT    -        -30.66  (meters)                     GEOID09
 DJ3723  DYNAMIC HEIGHT  -        242.138 (meters)      794.41  (feet) COMP
 DJ3723  MODELED GRAVITY -    980,418.2   (mgal)                       NAVD 88
 DJ3723
 DJ3723  VERT ORDER      -  SECOND    CLASS I
 DJ3723
 DJ3723.The horizontal coordinates were established by autonomous hand held GPS
 DJ3723.observations and have an estimated accuracy of +/- 10 meters.
 DJ3723.
 DJ3723.The orthometric height was determined by differential leveling and
 DJ3723.adjusted in May 2008.
 DJ3723
 DJ3723.Photographs are available for this station.
 DJ3723
 DJ3723.The dynamic height is computed by dividing the NAVD 88
 DJ3723.geopotential number by the normal gravity value computed on the
 DJ3723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3723.degrees latitude (g = 980.6199 gals.).
 DJ3723
 DJ3723.The modeled gravity was interpolated from observed gravity values.
 DJ3723
 DJ3723;                    North         East    Units  Estimated Accuracy
 DJ3723;SPC MN S     -   180,320.      997,381.      MT  (+/- 10 meters HH2 GPS)
 DJ3723
 DJ3723                          SUPERSEDED SURVEY CONTROL
 DJ3723
 DJ3723.No superseded survey control is available for this station.
 DJ3723
 DJ3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1674639156(NAD 83)
 DJ3723
 DJ3723_MARKER: DV = VERTICAL CONTROL DISK
 DJ3723_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3723_STAMPING: 2807 J 1976
 DJ3723_MARK LOGO: MNHD  
 DJ3723_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3723+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3723
 DJ3723  HISTORY     - Date     Condition        Report By
 DJ3723  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3723  HISTORY     - 20051115 GOOD             MNDT
 DJ3723
 DJ3723                          STATION DESCRIPTION
 DJ3723
 DJ3723'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3723'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.2 MI (6.8 KM)
 DJ3723'SOUTH OF HOUSTON, 6.0 MILES (9.7 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3723'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 16.90,
 DJ3723'64 FEET (19.5 M) WEST OF TRUNK HIGHWAY 76, 44 FT (13.4 M) (13.4 M)
 DJ3723'NORTHWEST OF METAL CULVERT UNDER TRUNK HIGHWAY 76, 93 FT (28.3 M)
 DJ3723'SOUTHWEST OF 18 INCH (46 CM) OAK TREE, 1 FOOT (0.3 M) EAST OF A
 DJ3723'WITNESS POST.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3681 ***********************************************************************
 DJ3681  DESIGNATION -  2807 L
 DJ3681  PID         -  DJ3681
 DJ3681  STATE/COUNTY-  MN/HOUSTON
 DJ3681  COUNTRY     -  US
 DJ3681  USGS QUAD   -  SHELDON (1965)
 DJ3681
 DJ3681                         *CURRENT SURVEY CONTROL
 DJ3681  ______________________________________________________________________
 DJ3681* NAD 83(1986) POSITION- 43 43 38.4    (N) 091 34 14.2    (W)   HD_HELD2  
 DJ3681* NAVD 88 ORTHO HEIGHT -   220.399  (meters)     723.09  (feet) ADJUSTED  
 DJ3681  ______________________________________________________________________
 DJ3681  GEOID HEIGHT    -        -30.67  (meters)                     GEOID09
 DJ3681  DYNAMIC HEIGHT  -        220.359 (meters)      722.96  (feet) COMP
 DJ3681  MODELED GRAVITY -    980,434.6   (mgal)                       NAVD 88
 DJ3681
 DJ3681  VERT ORDER      -  SECOND    CLASS I
 DJ3681
 DJ3681.The horizontal coordinates were established by autonomous hand held GPS
 DJ3681.observations and have an estimated accuracy of +/- 10 meters.
 DJ3681.
 DJ3681.The orthometric height was determined by differential leveling and
 DJ3681.adjusted in May 2008.
 DJ3681
 DJ3681.Photographs are available for this station.
 DJ3681
 DJ3681.The dynamic height is computed by dividing the NAVD 88
 DJ3681.geopotential number by the normal gravity value computed on the
 DJ3681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3681.degrees latitude (g = 980.6199 gals.).
 DJ3681
 DJ3681.The modeled gravity was interpolated from observed gravity values.
 DJ3681
 DJ3681;                    North         East    Units  Estimated Accuracy
 DJ3681;SPC MN S     -   183,725.      995,716.      MT  (+/- 10 meters HH2 GPS)
 DJ3681
 DJ3681                          SUPERSEDED SURVEY CONTROL
 DJ3681
 DJ3681.No superseded survey control is available for this station.
 DJ3681
 DJ3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1512442581(NAD 83)
 DJ3681
 DJ3681_MARKER: DB = BENCH MARK DISK
 DJ3681_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DJ3681_SP_SET: BOX CULVERT
 DJ3681_STAMPING: 2807 L 1976
 DJ3681_MARK LOGO: MNHD  
 DJ3681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ3681+STABILITY: SURFACE MOTION
 DJ3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3681+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3681
 DJ3681  HISTORY     - Date     Condition        Report By
 DJ3681  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3681  HISTORY     - 20051115 GOOD             MNDT
 DJ3681
 DJ3681                          STATION DESCRIPTION
 DJ3681
 DJ3681'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3681'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.4 MI (3.9 KM)
 DJ3681'SOUTH OF HOUSTON, 2.8 MILES (4.5 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3681'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 19.40,
 DJ3681'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 76 CATTLE PASS, 77 FEET (23.5 M)
 DJ3681'NORTHEAST OF TRUNK HIGHWAY 76, 3 FEET (0.9 M) NORTHEAST OF A FENCE
 DJ3681'LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3722 ***********************************************************************
 DJ3722  DESIGNATION -  2807 M
 DJ3722  PID         -  DJ3722
 DJ3722  STATE/COUNTY-  MN/HOUSTON
 DJ3722  COUNTRY     -  US
 DJ3722  USGS QUAD   -  SHELDON (1965)
 DJ3722
 DJ3722                         *CURRENT SURVEY CONTROL
 DJ3722  ______________________________________________________________________
 DJ3722* NAD 83(1986) POSITION- 43 44 17.     (N) 091 33 52.     (W)   SCALED    
 DJ3722* NAVD 88 ORTHO HEIGHT -   215.229  (meters)     706.13  (feet) ADJUSTED  
 DJ3722  ______________________________________________________________________
 DJ3722  GEOID HEIGHT    -        -30.70  (meters)                     GEOID09
 DJ3722  DYNAMIC HEIGHT  -        215.191 (meters)      706.01  (feet) COMP
 DJ3722  MODELED GRAVITY -    980,437.2   (mgal)                       NAVD 88
 DJ3722
 DJ3722  VERT ORDER      -  SECOND    CLASS I
 DJ3722
 DJ3722.The horizontal coordinates were scaled from a topographic map and have
 DJ3722.an estimated accuracy of +/- 6 seconds.
 DJ3722.
 DJ3722.The orthometric height was determined by differential leveling and
 DJ3722.adjusted in May 2008.
 DJ3722
 DJ3722.Photographs are available for this station.
 DJ3722
 DJ3722.The dynamic height is computed by dividing the NAVD 88
 DJ3722.geopotential number by the normal gravity value computed on the
 DJ3722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3722.degrees latitude (g = 980.6199 gals.).
 DJ3722
 DJ3722.The modeled gravity was interpolated from observed gravity values.
 DJ3722
 DJ3722;                    North         East    Units  Estimated Accuracy
 DJ3722;SPC MN S     -   184,930.      996,180.      MT  (+/- 180 meters Scaled)
 DJ3722
 DJ3722                          SUPERSEDED SURVEY CONTROL
 DJ3722
 DJ3722.No superseded survey control is available for this station.
 DJ3722
 DJ3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ156437(NAD 83)
 DJ3722
 DJ3722_MARKER: DB = BENCH MARK DISK
 DJ3722_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ3722_SP_SET: BRIDGE ABUTMENT
 DJ3722_STAMPING: 2807 M 1976
 DJ3722_MARK LOGO: MNHD  
 DJ3722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ3722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3722+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3722
 DJ3722  HISTORY     - Date     Condition        Report By
 DJ3722  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3722  HISTORY     - 20051115 GOOD             MNDT
 DJ3722
 DJ3722                          STATION DESCRIPTION
 DJ3722
 DJ3722'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3722'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.7 MI (2.7 KM)
 DJ3722'SOUTH OF HOUSTON, 2.0 MILES (3.2 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3722'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 20.20,
 DJ3722'IN SOUTHEAST CORNER OF TRUNK HIGHWAY 76 BRIDGE NUMBER 6679 OVER SOUTH
 DJ3722'FORK RIVER, 17 FEET (5.2 M) EAST OF TRUNK HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3721 ***********************************************************************
 DJ3721  DESIGNATION -  2807 N
 DJ3721  PID         -  DJ3721
 DJ3721  STATE/COUNTY-  MN/HOUSTON
 DJ3721  COUNTRY     -  US
 DJ3721  USGS QUAD   -  SHELDON (1965)
 DJ3721
 DJ3721                         *CURRENT SURVEY CONTROL
 DJ3721  ______________________________________________________________________
 DJ3721* NAD 83(1986) POSITION- 43 44 46.0    (N) 091 33 29.4    (W)   HD_HELD2  
 DJ3721* NAVD 88 ORTHO HEIGHT -   227.454  (meters)     746.24  (feet) ADJUSTED  
 DJ3721  ______________________________________________________________________
 DJ3721  GEOID HEIGHT    -        -30.72  (meters)                     GEOID09
 DJ3721  DYNAMIC HEIGHT  -        227.414 (meters)      746.11  (feet) COMP
 DJ3721  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 DJ3721
 DJ3721  VERT ORDER      -  SECOND    CLASS I
 DJ3721
 DJ3721.The horizontal coordinates were established by autonomous hand held GPS
 DJ3721.observations and have an estimated accuracy of +/- 10 meters.
 DJ3721.
 DJ3721.The orthometric height was determined by differential leveling and
 DJ3721.adjusted in May 2008.
 DJ3721
 DJ3721.Photographs are available for this station.
 DJ3721
 DJ3721.The dynamic height is computed by dividing the NAVD 88
 DJ3721.geopotential number by the normal gravity value computed on the
 DJ3721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3721.degrees latitude (g = 980.6199 gals.).
 DJ3721
 DJ3721.The modeled gravity was interpolated from observed gravity values.
 DJ3721
 DJ3721;                    North         East    Units  Estimated Accuracy
 DJ3721;SPC MN S     -   185,840.      996,656.      MT  (+/- 10 meters HH2 GPS)
 DJ3721
 DJ3721                          SUPERSEDED SURVEY CONTROL
 DJ3721
 DJ3721.No superseded survey control is available for this station.
 DJ3721
 DJ3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1609044684(NAD 83)
 DJ3721
 DJ3721_MARKER: DV = VERTICAL CONTROL DISK
 DJ3721_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3721_STAMPING: 2807 N 1976
 DJ3721_MARK LOGO: MNHD  
 DJ3721_PROJECTION: FLUSH
 DJ3721_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3721+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DJ3721
 DJ3721  HISTORY     - Date     Condition        Report By
 DJ3721  HISTORY     - 1976     MONUMENTED       MNDT
 DJ3721  HISTORY     - 20051115 GOOD             MNDT
 DJ3721
 DJ3721                          STATION DESCRIPTION
 DJ3721
 DJ3721'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3721'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.4 MI (2.3 KM)
 DJ3721'SOUTH OF HOUSTON, 1.25 MILES (2.01 KM) SOUTH OF EAST JUNCTION OF TRUNK
 DJ3721'HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT 20.95,
 DJ3721'IN SOUTHWEST CORNER OF HOUSTON LUTHERAN STONE CHURCH YARD, 2 FEET (0.6
 DJ3721'M) WEST OF SOUTH PILLAR, 173 FEET (52.7 M) EAST OF TRUNK HIGHWAY 76,
 DJ3721'2.6 FEET (0.8 M) SOUTHWEST OF A WITNESS POST.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3720 ***********************************************************************
 DJ3720  DESIGNATION -  2807 P
 DJ3720  PID         -  DJ3720
 DJ3720  STATE/COUNTY-  MN/HOUSTON
 DJ3720  COUNTRY     -  US
 DJ3720  USGS QUAD   -  HOUSTON (1980)
 DJ3720
 DJ3720                         *CURRENT SURVEY CONTROL
 DJ3720  ______________________________________________________________________
 DJ3720* NAD 83(2007) POSITION- 43 45 07.35474(N) 091 33 22.23936(W)   ADJUSTED  
 DJ3720* NAD 83(2007) ELLIP HT-   192.789 (meters)        (09/09/09)   ADJUSTED
 DJ3720* NAD 83(2007) EPOCH   -  2002.00
 DJ3720* NAVD 88 ORTHO HEIGHT -   223.480  (meters)     733.20  (feet) ADJUSTED  
 DJ3720  ______________________________________________________________________
 DJ3720  NAD 83(2007) X  -   -125,322.088 (meters)                     COMP
 DJ3720  NAD 83(2007) Y  - -4,613,008.825 (meters)                     COMP
 DJ3720  NAD 83(2007) Z  -  4,388,365.442 (meters)                     COMP
 DJ3720  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC09
 DJ3720  GEOID HEIGHT    -        -30.74  (meters)                     GEOID09
 DJ3720  DYNAMIC HEIGHT  -        223.441 (meters)      733.07  (feet) COMP
 DJ3720  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 DJ3720
 DJ3720  HORZ ORDER      -  FIRST
 DJ3720  VERT ORDER      -  SECOND    CLASS I
 DJ3720  ELLP ORDER      -  FOURTH    CLASS I
 DJ3720
 DJ3720.The horizontal coordinates were established by GPS observations
 DJ3720.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3720
 DJ3720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3720.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3720
 DJ3720.The horizontal coordinates are valid at the epoch date displayed above
 DJ3720.which is a decimal equivalence of Year/Month/Day.
 DJ3720
 DJ3720.The orthometric height was determined by differential leveling and
 DJ3720.adjusted in May 2008.
 DJ3720
 DJ3720.Photographs are available for this station.
 DJ3720
 DJ3720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3720
 DJ3720.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3720
 DJ3720.The ellipsoidal height was determined by GPS observations
 DJ3720.and is referenced to NAD 83.
 DJ3720
 DJ3720.The dynamic height is computed by dividing the NAVD 88
 DJ3720.geopotential number by the normal gravity value computed on the
 DJ3720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3720.degrees latitude (g = 980.6199 gals.).
 DJ3720
 DJ3720.The modeled gravity was interpolated from observed gravity values.
 DJ3720
 DJ3720. The following values were computed from the NAD 83(2007) position.
 DJ3720
 DJ3720;                    North         East     Units Scale Factor Converg.
 DJ3720;SPC MN S     -   186,504.038   996,796.199   MT  1.00000693   +1 42 46.6
 DJ3720;SPC MN S     -   611,888.66  3,270,322.20   sFT  1.00000693   +1 42 46.6
 DJ3720;UTM  15      - 4,845,346.323   616,238.731   MT  0.99976619   +0 59 54.9
 DJ3720
 DJ3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3720!SPC MN S     -   0.99996977  x   1.00000693  =   0.99997670
 DJ3720!UTM  15      -   0.99996977  x   0.99976619  =   0.99973597
 DJ3720
 DJ3720                          SUPERSEDED SURVEY CONTROL
 DJ3720
 DJ3720  NAVD 88 (09/09/09)  223.48   (m)          733.2    (f) LEVELING    3  
 DJ3720
 DJ3720.Superseded values are not recommended for survey control.
 DJ3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3720.See file dsdata.txt to determine how the superseded data were derived.
 DJ3720
 DJ3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1623845346(NAD 83)
 DJ3720
 DJ3720_MARKER: DV = VERTICAL CONTROL DISK
 DJ3720_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ3720_STAMPING: 2807 P 1976
 DJ3720_MARK LOGO: MNHD  
 DJ3720_PROJECTION: FLUSH
 DJ3720_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ3720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3720+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DJ3720
 DJ3720  HISTORY     - Date     Condition        Report By
 DJ3720  HISTORY     - 1976     MONUMENTED       MNHD
 DJ3720  HISTORY     - 20051115 GOOD             MNDT
 DJ3720  HISTORY     - 20080310 GOOD             MNDT
 DJ3720
 DJ3720                          STATION DESCRIPTION
 DJ3720
 DJ3720'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3720'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.9 MI (1.4 KM)
 DJ3720'SOUTHEAST OF HOUSTON, 0.85 MILES (1.37 KM) SOUTH OF EAST JUNCTION OF
 DJ3720'TRUNK HIGHWAY 16 AND TRUNK HIGHWAY 76, AT TRUNK HIGHWAY 76 MILE POINT
 DJ3720'21.40, 0.1 MILE (0.2 KM) SOUTH OF SUB-STATION, 73 FT (22.3 M) (22.3 M)
 DJ3720'EAST OF TRUNK HIGHWAY 76, 2 FEET (0.6 M) WEST OF A FENCE AND WITNESS
 DJ3720'POST.  ROD DEPTH UNKNOWN.
 DJ3720
 DJ3720                          STATION RECOVERY (2008)
 DJ3720
 DJ3720'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DJ3720'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3720'THE MARK IS 0.9 MILE SOUTHEAST OF HOUSTON, 0.85 MILE SOUTH OF THE EAST
 DJ3720'JUNCTION OF TRUNK HIGHWAY 16 ON TRUNK HIGHWAY 76, 0.1 MILE SOUTH OF
 DJ3720'SUB-STATION, 73 FEET EAST OF TRUNK HIGHWAY 76 AT MILEPOINT 21.4, 2
 DJ3720'FEET WEST OF FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3716 ***********************************************************************
 DJ3716  DESIGNATION -  2807 Q 1
 DJ3716  PID         -  DJ3716
 DJ3716  STATE/COUNTY-  MN/HOUSTON
 DJ3716  COUNTRY     -  US
 DJ3716  USGS QUAD   -  SHELDON (1965)
 DJ3716
 DJ3716                         *CURRENT SURVEY CONTROL
 DJ3716  ______________________________________________________________________
 DJ3716* NAD 83(2007) POSITION- 43 39 34.05771(N) 091 30 42.49310(W)   ADJUSTED  
 DJ3716* NAD 83(2007) ELLIP HT-   336.748 (meters)        (09/09/09)   ADJUSTED
 DJ3716* NAD 83(2007) EPOCH   -  2002.00
 DJ3716* NAVD 88 ORTHO HEIGHT -   367.468  (meters)    1205.60  (feet) ADJUSTED  
 DJ3716  ______________________________________________________________________
 DJ3716  NAD 83(2007) X  -   -121,939.676 (meters)                     COMP
 DJ3716  NAD 83(2007) Y  - -4,620,313.873 (meters)                     COMP
 DJ3716  NAD 83(2007) Z  -  4,381,028.501 (meters)                     COMP
 DJ3716  LAPLACE CORR    -         -6.08  (seconds)                    DEFLEC09
 DJ3716  GEOID HEIGHT    -        -30.71  (meters)                     GEOID09
 DJ3716  DYNAMIC HEIGHT  -        367.393 (meters)     1205.36  (feet) COMP
 DJ3716  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 DJ3716
 DJ3716  HORZ ORDER      -  FIRST
 DJ3716  VERT ORDER      -  SECOND    CLASS I
 DJ3716  ELLP ORDER      -  FOURTH    CLASS I
 DJ3716
 DJ3716.The horizontal coordinates were established by GPS observations
 DJ3716.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3716
 DJ3716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3716.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3716
 DJ3716.The horizontal coordinates are valid at the epoch date displayed above
 DJ3716.which is a decimal equivalence of Year/Month/Day.
 DJ3716
 DJ3716.The orthometric height was determined by differential leveling and
 DJ3716.adjusted in May 2008.
 DJ3716
 DJ3716.Photographs are available for this station.
 DJ3716
 DJ3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3716
 DJ3716.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3716
 DJ3716.The ellipsoidal height was determined by GPS observations
 DJ3716.and is referenced to NAD 83.
 DJ3716
 DJ3716.The dynamic height is computed by dividing the NAVD 88
 DJ3716.geopotential number by the normal gravity value computed on the
 DJ3716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3716.degrees latitude (g = 980.6199 gals.).
 DJ3716
 DJ3716.The modeled gravity was interpolated from observed gravity values.
 DJ3716
 DJ3716. The following values were computed from the NAD 83(2007) position.
 DJ3716
 DJ3716;                    North         East     Units Scale Factor Converg.
 DJ3716;SPC MN S     -   176,329.902 1,000,681.525   MT  1.00002914   +1 44 38.6
 DJ3716;SPC MN S     -   578,509.02  3,283,069.30   sFT  1.00002914   +1 44 38.6
 DJ3716;UTM  15      - 4,835,126.982   619,995.790   MT  0.99977711   +1 01 39.1
 DJ3716
 DJ3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3716!SPC MN S     -   0.99994720  x   1.00002914  =   0.99997634
 DJ3716!UTM  15      -   0.99994720  x   0.99977711  =   0.99972432
 DJ3716
 DJ3716:                Primary Azimuth Mark                     Grid Az
 DJ3716:SPC MN S     -  BURROUGHS                                268 16 29.5
 DJ3716:UTM  15      -  BURROUGHS                                268 59 29.0
 DJ3716
 DJ3716|---------------------------------------------------------------------|
 DJ3716| PID    Reference Object                     Distance      Geod. Az  |
 DJ3716|                                                           dddmmss.s |
 DJ3716| ON0937 BURROUGHS                           439.924 METERS 2700108.1 |
 DJ3716|---------------------------------------------------------------------|
 DJ3716
 DJ3716                          SUPERSEDED SURVEY CONTROL
 DJ3716
 DJ3716  NAVD 88 (09/09/09)  367.47   (m)         1205.6    (f) LEVELING    3  
 DJ3716
 DJ3716.Superseded values are not recommended for survey control.
 DJ3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3716.See file dsdata.txt to determine how the superseded data were derived.
 DJ3716
 DJ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1999535126(NAD 83)
 DJ3716
 DJ3716_MARKER: DD = SURVEY DISK
 DJ3716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3716_STAMPING: 2807 Q1 2006
 DJ3716_MARK LOGO: MNDT  
 DJ3716_PROJECTION: FLUSH
 DJ3716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3716+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DJ3716_ROD/PIPE-DEPTH:  7.6 meters
 DJ3716
 DJ3716  HISTORY     - Date     Condition        Report By
 DJ3716  HISTORY     - 2006     MONUMENTED       MNDT
 DJ3716  HISTORY     - 20080310 GOOD             MNDT
 DJ3716
 DJ3716                          STATION DESCRIPTION
 DJ3716
 DJ3716'DESCRIBED BY MN DEPT OF TRANSP 2006
 DJ3716'THE MARK IS 2.0 MILES (3.2 KM) NORTH OF CALEDONIA, 1.8 MILES (2.9 KM)
 DJ3716'NORTH AND WEST ALONG TRUNK HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK
 DJ3716'HIGHWAY 76 AND TRUNK HIGHWAY 44 IN CALEDONIA, AT TRUNK HIGHWAY MILE
 DJ3716'POINT 12.7, 79.9 FEET (24.4 M) WEST OF TRUNK HIGHWAY 76, 49.7 MILES
 DJ3716'(80.0 KM) SOUTH OF COUNTY ROAD 10, 17.1 MILES (27.5 KM) SOUTHEAST OF A
 DJ3716'POWER POLE ABC S3 1, 1.7 FEET (0.5 M) NORTH OF A FENCE, 1.1 FEET (0.3
 DJ3716'M) NORTH OF A WITNESS POST.
 DJ3716
 DJ3716                          STATION RECOVERY (2008)
 DJ3716
 DJ3716'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DJ3716'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3716'THE MARK IS 2.0 MILES NORTH OF CALEDONIA, 1.8 MILES NORTH AND WEST
 DJ3716'ALONG TRUNK HIGHWAY 76 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 76 AND
 DJ3716'TRUNK HIGHWAY 44 IN CALEDONIA, AT MILEPOINT 12.7, 79.9 FEET WEST OF
 DJ3716'TRUNK HIGHWAY 76, 49.7 FEET SOUTH OF COUNTY ROAD 10 (ANGUS ROAD), IN
 DJ3716'SOUTHWEST QUADRANT OF TRUNK HIGHWAY 76 AND COUNTY ROAD 10 (ANGUS
 DJ3716'ROAD), 17.1 FEET SOUTHEAST OF POWER POLE ABC S3 1, 1.7 FEET NORTH OF
 DJ3716'FENCE, 1.1 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3715 ***********************************************************************
 DJ3715  DESIGNATION -  2807 R
 DJ3715  PID         -  DJ3715
 DJ3715  STATE/COUNTY-  MN/HOUSTON
 DJ3715  COUNTRY     -  US
 DJ3715  USGS QUAD   -  SHELDON (1965)
 DJ3715
 DJ3715                         *CURRENT SURVEY CONTROL
 DJ3715  ______________________________________________________________________
 DJ3715* NAD 83(1986) POSITION- 43 42 44.7    (N) 091 33 36.9    (W)   HD_HELD2  
 DJ3715* NAVD 88 ORTHO HEIGHT -   228.092  (meters)     748.33  (feet) ADJUSTED  
 DJ3715  ______________________________________________________________________
 DJ3715  GEOID HEIGHT    -        -30.67  (meters)                     GEOID09
 DJ3715  DYNAMIC HEIGHT  -        228.049 (meters)      748.19  (feet) COMP
 DJ3715  MODELED GRAVITY -    980,426.1   (mgal)                       NAVD 88
 DJ3715
 DJ3715  VERT ORDER      -  SECOND    CLASS I
 DJ3715
 DJ3715.The horizontal coordinates were established by autonomous hand held GPS
 DJ3715.observations and have an estimated accuracy of +/- 10 meters.
 DJ3715.
 DJ3715.The orthometric height was determined by differential leveling and
 DJ3715.adjusted in May 2008.
 DJ3715
 DJ3715.Photographs are available for this station.
 DJ3715
 DJ3715.The dynamic height is computed by dividing the NAVD 88
 DJ3715.geopotential number by the normal gravity value computed on the
 DJ3715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3715.degrees latitude (g = 980.6199 gals.).
 DJ3715
 DJ3715.The modeled gravity was interpolated from observed gravity values.
 DJ3715
 DJ3715;                    North         East    Units  Estimated Accuracy
 DJ3715;SPC MN S     -   182,093.      996,600.      MT  (+/- 10 meters HH2 GPS)
 DJ3715
 DJ3715                          SUPERSEDED SURVEY CONTROL
 DJ3715
 DJ3715.No superseded survey control is available for this station.
 DJ3715
 DJ3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1598740939(NAD 83)
 DJ3715
 DJ3715_MARKER: DV = VERTICAL CONTROL DISK
 DJ3715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ3715_SP_SET: BRIDGE RAIL
 DJ3715_STAMPING: 2807 R 2005
 DJ3715_MARK LOGO: MNHD  
 DJ3715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ3715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ3715+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 DJ3715
 DJ3715  HISTORY     - Date     Condition        Report By
 DJ3715  HISTORY     - 1982     MONUMENTED       MNDT
 DJ3715  HISTORY     - 20051116 GOOD             MNDT
 DJ3715
 DJ3715                          STATION DESCRIPTION
 DJ3715
 DJ3715'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DJ3715'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 DJ3715'SOUTH OF HOUSTON, IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DJ3715'HIGHWAY 76 BRIDGE NUMBER 28003 OVER BADGER CREEK, 3.90 MI (6.3 KM)
 DJ3715'(6.28 KM) SOUTH ALONG TRUNK HIGHWAY 76 FROM EAST JUNCTION OF TRUNK
 DJ3715'HIGHWAY 76 SOUTH AND TRUNK HIGHWAY 16 (1.0 MILES EAST OF HOUSTON), AT
 DJ3715'TRUNK HIGHWAY 76 MILE POINT 18.30, 29.0 FEET (8.8 M) NORTHEAST OF
 DJ3715'TRUNK HIGHWAY 76.  DISK SET IN BRIDGE WHEN BUILT IN 1982 THEN STAMPED
 DJ3715'IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ3682 ***********************************************************************
 DJ3682  DESIGNATION -  2807 S
 DJ3682  PID         -  DJ3682
 DJ3682  STATE/COUNTY-  MN/HOUSTON
 DJ3682  COUNTRY     -  US
 DJ3682  USGS QUAD   -  SHELDON (1965)
 DJ3682
 DJ3682                         *CURRENT SURVEY CONTROL
 DJ3682  ______________________________________________________________________
 DJ3682* NAD 83(2007) POSITION- 43 42 11.47029(N) 091 33 35.86157(W)   ADJUSTED  
 DJ3682* NAD 83(2007) ELLIP HT-   217.388 (meters)        (09/09/09)   ADJUSTED
 DJ3682* NAD 83(2007) EPOCH   -  2002.00
 DJ3682* NAVD 88 ORTHO HEIGHT -   248.023  (meters)     813.72  (feet) ADJUSTED  
 DJ3682  ______________________________________________________________________
 DJ3682  NAD 83(2007) X  -   -125,729.376 (meters)                     COMP
 DJ3682  NAD 83(2007) Y  - -4,616,769.265 (meters)                     COMP
 DJ3682  NAD 83(2007) Z  -  4,384,459.624 (meters)                     COMP
 DJ3682  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC09
 DJ3682  GEOID HEIGHT    -        -30.65  (meters)                     GEOID09
 DJ3682  DYNAMIC HEIGHT  -        247.976 (meters)      813.57  (feet) COMP
 DJ3682  MODELED GRAVITY -    980,422.7   (mgal)                       NAVD 88
 DJ3682
 DJ3682  HORZ ORDER      -  FIRST
 DJ3682  VERT ORDER      -  SECOND    CLASS I
 DJ3682  ELLP ORDER      -  FOURTH    CLASS I
 DJ3682
 DJ3682.The horizontal coordinates were established by GPS observations
 DJ3682.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DJ3682
 DJ3682.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ3682.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ3682
 DJ3682.The horizontal coordinates are valid at the epoch date displayed above
 DJ3682.which is a decimal equivalence of Year/Month/Day.
 DJ3682
 DJ3682.The orthometric height was determined by differential leveling and
 DJ3682.adjusted in May 2008.
 DJ3682
 DJ3682.Photographs are available for this station.
 DJ3682
 DJ3682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ3682
 DJ3682.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ3682
 DJ3682.The ellipsoidal height was determined by GPS observations
 DJ3682.and is referenced to NAD 83.
 DJ3682
 DJ3682.The dynamic height is computed by dividing the NAVD 88
 DJ3682.geopotential number by the normal gravity value computed on the
 DJ3682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3682.degrees latitude (g = 980.6199 gals.).
 DJ3682
 DJ3682.The modeled gravity was interpolated from observed gravity values.
 DJ3682
 DJ3682. The following values were computed from the NAD 83(2007) position.
 DJ3682
 DJ3682;                    North         East     Units Scale Factor Converg.
 DJ3682;SPC MN S     -   181,068.958   996,653.590   MT  1.00001833   +1 42 37.0
 DJ3682;SPC MN S     -   594,057.07  3,269,854.32   sFT  1.00001833   +1 42 37.0
 DJ3682;UTM  15      - 4,839,914.784   616,028.381   MT  0.99976559   +0 59 42.2
 DJ3682
 DJ3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ3682!SPC MN S     -   0.99996591  x   1.00001833  =   0.99998424
 DJ3682!UTM  15      -   0.99996591  x   0.99976559  =   0.99973151
 DJ3682
 DJ3682                          SUPERSEDED SURVEY CONTROL
 DJ3682
 DJ3682  NAVD 88 (09/09/09)  248.02   (m)          813.7    (f) LEVELING    3  
 DJ3682
 DJ3682.Superseded values are not recommended for survey control.
 DJ3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ3682.See file dsdata.txt to determine how the superseded data were derived.
 DJ3682
 DJ3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1602839914(NAD 83)
 DJ3682
 DJ3682_MARKER: DD = SURVEY DISK
 DJ3682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ3682_STAMPING: 2807 S 2005
 DJ3682_MARK LOGO: MNDT  
 DJ3682_PROJECTION: FLUSH
 DJ3682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3682+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 DJ3682_ROD/PIPE-DEPTH:  7.6 meters
 DJ3682
 DJ3682  HISTORY     - Date     Condition        Report By
 DJ3682  HISTORY     - 2005     MONUMENTED       MNDT
 DJ3682  HISTORY     - 20080310 GOOD             MNDT
 DJ3682
 DJ3682                          STATION DESCRIPTION
 DJ3682
 DJ3682'DESCRIBED BY MN DEPT OF TRANSP 2005
 DJ3682'THE MARK IS 4.50 MILES (7.24 KM) SOUTH OF HOUSTON, 4.60 MI (7.4 KM)
 DJ3682'SOUTH ALONG TRUNK HIGHWAY 76 FROM EAST JUNCTION OF TRUNK HIGHWAY 76
 DJ3682'AND TRUNK HIGHWAY 16 IN HOUSTON, AT TRUNK HIGHWAY 76 MILE POINT 17.60,
 DJ3682'45.2 FEET (13.8 M) WEST OF TRUNK HIGHWAY 76, 0.9 FEET (27.4 CM) EAST
 DJ3682'OF A WITNESS POST.
 DJ3682
 DJ3682                          STATION RECOVERY (2008)
 DJ3682
 DJ3682'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (TAM)
 DJ3682'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DJ3682'THE MARK IS 4.5 MILES SOUTH OF HOUSTON, 4.6 MILES SOUTH ALONG TRUNK
 DJ3682'HIGHWAY 76 FROM EAST JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK HIGHWAY 16
 DJ3682'IN HOUSTON, AT TRUNK HIGHWAY 76 MILEPOINT 17.60, 45.2 FEET WEST OF
 DJ3682'TRUNK HIGHWAY 76, NORTH OF DRIVEWAY TO 9788 - 9790, 0.9 FOOT EAST OF
 DJ3682'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5051 ***********************************************************************
 AC5051  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5051  DESIGNATION -  2808 J
 AC5051  PID         -  AC5051
 AC5051  STATE/COUNTY-  MN/HOUSTON
 AC5051  COUNTRY     -  US
 AC5051  USGS QUAD   -  HOUSTON (1980)
 AC5051
 AC5051                         *CURRENT SURVEY CONTROL
 AC5051  ______________________________________________________________________
 AC5051* NAD 83(2007) POSITION- 43 49 38.24789(N) 091 37 17.62716(W)   ADJUSTED  
 AC5051* NAD 83(2007) ELLIP HT-   198.836 (meters)        (02/10/07)   ADJUSTED
 AC5051* NAD 83(2007) EPOCH   -  2002.00
 AC5051* NAVD 88 ORTHO HEIGHT -   229.43   (meters)     752.7   (feet) GPS OBS   
 AC5051  ______________________________________________________________________
 AC5051  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5051  GEOID HEIGHT    -        -30.51  (meters)                     GEOID03
 AC5051  GEOID HEIGHT    -        -30.60  (meters)                     GEOID09
 AC5051  NAD 83(2007) X  -   -130,422.731 (meters)                     COMP
 AC5051  NAD 83(2007) Y  - -4,607,083.611 (meters)                     COMP
 AC5051  NAD 83(2007) Z  -  4,394,405.258 (meters)                     COMP
 AC5051  LAPLACE CORR    -         -6.76  (seconds)                    DEFLEC09
 AC5051
 AC5051  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC5051  Type                                         Horiz  Ellip  Dist(km)
 AC5051  -------------------------------------------------------------------
 AC5051  NETWORK                                       0.68   1.08
 AC5051  -------------------------------------------------------------------
 AC5051  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.74   1.26      9.68
 AC5051  -------------------------------------------------------------------
 AC5051  NOTE: Click here for information on individual local accuracy
 AC5051  values and other accuracy information.
 AC5051
 AC5051
 AC5051.The horizontal coordinates were established by GPS observations
 AC5051.and adjusted by the National Geodetic Survey in February 2007.
 AC5051
 AC5051.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC5051.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC5051
 AC5051.The horizontal coordinates are valid at the epoch date displayed above
 AC5051.which is a decimal equivalence of Year/Month/Day.
 AC5051
 AC5051.The orthometric height was determined by GPS observations and a
 AC5051.high-resolution geoid model using precise GPS observation and
 AC5051.processing techniques.
 AC5051
 AC5051.Photographs are available for this station.
 AC5051
 AC5051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5051
 AC5051.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC5051
 AC5051.The ellipsoidal height was determined by GPS observations
 AC5051.and is referenced to NAD 83.
 AC5051
 AC5051. The following values were computed from the NAD 83(2007) position.
 AC5051
 AC5051;                    North         East     Units Scale Factor Converg.
 AC5051;SPC MN S     -   194,705.854   991,289.107   MT  0.99999077   +1 40 01.6
 AC5051;SPC MN S     -   638,797.46  3,252,254.35   sFT  0.99999077   +1 40 01.6
 AC5051;UTM  15      - 4,853,614.085   610,835.484   MT  0.99975109   +0 57 16.7
 AC5051
 AC5051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5051!SPC MN S     -   0.99996882  x   0.99999077  =   0.99995959
 AC5051!UTM  15      -   0.99996882  x   0.99975109  =   0.99971992
 AC5051
 AC5051                          SUPERSEDED SURVEY CONTROL
 AC5051
 AC5051  NAD 83(1996)-  43 49 38.24758(N)    091 37 17.62624(W) AD(       ) 1
 AC5051  ELLIP H (01/15/97)  198.899  (m)                       GP(       ) 4 2
 AC5051  NAVD 88 (01/15/97)  229.4    (m)  GEOID96 model used   GPS OBS        
 AC5051
 AC5051.Superseded values are not recommended for survey control.
 AC5051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5051.See file dsdata.txt to determine how the superseded data were derived.
 AC5051
 AC5051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1083553614(NAD 83)
 AC5051
 AC5051_MARKER: DB = BENCH MARK DISK
 AC5051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5051_STAMPING: 2808 J 1959
 AC5051_MARK LOGO: MNHD  
 AC5051_PROJECTION: FLUSH
 AC5051_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC5051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5051+STABILITY: SURFACE MOTION
 AC5051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5051+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 AC5051
 AC5051  HISTORY     - Date     Condition        Report By
 AC5051  HISTORY     - 1959     MONUMENTED       MNHD
 AC5051  HISTORY     - 19960315 GOOD             MN-055
 AC5051  HISTORY     - 20010401 GOOD             MNDT
 AC5051  HISTORY     - 20080304 GOOD             MNDT
 AC5051
 AC5051                          STATION DESCRIPTION
 AC5051
 AC5051'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5051'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 5
 AC5051'MI (8.0 KM) NNW OF THE TOWN OF HOUSTON IN THE NW 1/4 OF SECTION 12,
 AC5051'T104N, R7W.  TO REACH THE MARK FROM THE JCT OF TH 16 AND TH 76 IN
 AC5051'HOUSTON, GO NORTH FOR 5.8 MI (9.3 KM) ON TH 76 TO THE MARK ON THE
 AC5051'LEFT.  THE MARK, A DISK SET IN A CONC MON, IS 45 FT (13.7 M) LT OF TH
 AC5051'76, 200 FT (61.0 M) SE OF A CONC CULVERT, AND 100 FT (30.5 M) SE OF
 AC5051'JCT OF TWP RD AND TH 76.  RECOVERED AND DESCRIBED BY TAMMY A.  MAUSS,
 AC5051'CHECKED BY J.E.M.
 AC5051
 AC5051                          STATION RECOVERY (2001)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AC5051'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 5 MI NNW OF
 AC5051'HOUSTON, 5.8 MI NW ON TH 76 FROM JCT OF TH 16 AND TH 76 IN  HOUSTON,
 AC5051'45 FT LT OF TH 76, AT TH 76 STA 734+00, 200 FT SE OF CONC CU LVERT,
 AC5051'100 FT SE OF JCT OF TWP RD AND TH 76, WIT POST 2 FT NORTH
 AC5051
 AC5051                          STATION RECOVERY (2008)
 AC5051
 AC5051'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 AC5051'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5051'THE MARK IS 5.0 MILES NORTH-NORTHWEST OF HOUSTON, 5.8 MILES NORTHWEST
 AC5051'ON TRUNK HIGHWAY 76 FROM JUNCTION OF TRUNK HIGHWAY 76 AND TRUNK
 AC5051'HIGHWAY 16 IN HOUSTON, 45 FEET EAST OF TRUNK HIGHWAY 76 AT STATION
 AC5051'734+00, 200 FEET SOUTHEAST OF CONCRETE CULVERT, 100 FEET SOUTHEAST OF
 AC5051'THE JUNCTION OF STINSON ROAD AND TRUNK HIGHWAY 76 AT MILEPOST 29, 2
 AC5051'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0922 ***********************************************************************
 QO0922  DESIGNATION -  282/2 BOLT
 QO0922  PID         -  QO0922
 QO0922  STATE/COUNTY-  MN/SHERBURNE
 QO0922  COUNTRY     -  US
 QO0922  USGS QUAD   -  CLEAR LAKE (1991)
 QO0922
 QO0922                         *CURRENT SURVEY CONTROL
 QO0922  ______________________________________________________________________
 QO0922* NAD 83(1986) POSITION- 45 22 54.     (N) 093 54 20.     (W)   SCALED    
 QO0922* NAVD 88 ORTHO HEIGHT -   294.242  (meters)     965.36  (feet) ADJUSTED  
 QO0922  ______________________________________________________________________
 QO0922  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 QO0922  DYNAMIC HEIGHT  -        294.225 (meters)      965.30  (feet) COMP
 QO0922  MODELED GRAVITY -    980,550.7   (mgal)                       NAVD 88
 QO0922
 QO0922  VERT ORDER      -  FIRST     CLASS I
 QO0922
 QO0922.The horizontal coordinates were scaled from a topographic map and have
 QO0922.an estimated accuracy of +/- 6 seconds.
 QO0922.
 QO0922.The orthometric height was determined by differential leveling and
 QO0922.adjusted in June 1991.
 QO0922
 QO0922.The dynamic height is computed by dividing the NAVD 88
 QO0922.geopotential number by the normal gravity value computed on the
 QO0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0922.degrees latitude (g = 980.6199 gals.).
 QO0922
 QO0922.The modeled gravity was interpolated from observed gravity values.
 QO0922
 QO0922;                    North         East    Units  Estimated Accuracy
 QO0922;SPC MN S     -   364,650.      807,400.      MT  (+/- 180 meters Scaled)
 QO0922
 QO0922                          SUPERSEDED SURVEY CONTROL
 QO0922
 QO0922  NGVD 29 (??/??/92)  294.112  (m)          964.93   (f) ADJ UNCH    1 1
 QO0922
 QO0922.Superseded values are not recommended for survey control.
 QO0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0922.See file dsdata.txt to determine how the superseded data were derived.
 QO0922
 QO0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL291257(NAD 83)
 QO0922
 QO0922_MARKER: B = BOLT
 QO0922_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0922_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0922
 QO0922  HISTORY     - Date     Condition        Report By
 QO0922  HISTORY     - UNK      MONUMENTED       MRC
 QO0922  HISTORY     - 1970     GOOD             NGS
 QO0922
 QO0922                          STATION DESCRIPTION
 QO0922
 QO0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0922'8.15 MI SE FROM CLEARWATER.
 QO0922'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QO0922'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QO0922'5.45 MILES SOUTHEAST ALONG COUNTY ROAD 8, THENCE 1.8 MILE SOUTHEAST
 QO0922'ALONG A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QO0922'151 FEET EAST OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS TO THE
 QO0922'CHARLES WELLS FARM, 132 1/2 FEET WEST OF POWER POLE NUMBER 508, 82
 QO0922'FEET NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING, 3.0 FEET WEST
 QO0922'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 QO0922'IS A COPPER BOLT LEADED IN A TILE ABOUT 4 FEET UNDERGROUND, ACCESS TO
 QO0922'WHICH IS HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI
 QO0922'RIVER COMMISSION CAP AND WHICH PROJECTS 6 INCHES. 1/4, SEC 2, T 33N, R
 QO0922'29W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0921 ***********************************************************************
 QO0921  DESIGNATION -  282/2 CAP
 QO0921  PID         -  QO0921
 QO0921  STATE/COUNTY-  MN/SHERBURNE
 QO0921  COUNTRY     -  US
 QO0921  USGS QUAD   -  CLEAR LAKE (1991)
 QO0921
 QO0921                         *CURRENT SURVEY CONTROL
 QO0921  ______________________________________________________________________
 QO0921* NAD 83(1986) POSITION- 45 22 54.     (N) 093 54 20.     (W)   SCALED    
 QO0921* NAVD 88 ORTHO HEIGHT -   295.447  (meters)     969.31  (feet) ADJUSTED  
 QO0921  ______________________________________________________________________
 QO0921  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 QO0921  DYNAMIC HEIGHT  -        295.429 (meters)      969.25  (feet) COMP
 QO0921  MODELED GRAVITY -    980,550.7   (mgal)                       NAVD 88
 QO0921
 QO0921  VERT ORDER      -  FIRST     CLASS I
 QO0921
 QO0921.The horizontal coordinates were scaled from a topographic map and have
 QO0921.an estimated accuracy of +/- 6 seconds.
 QO0921.
 QO0921.The orthometric height was determined by differential leveling and
 QO0921.adjusted in June 1991.
 QO0921
 QO0921.The dynamic height is computed by dividing the NAVD 88
 QO0921.geopotential number by the normal gravity value computed on the
 QO0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0921.degrees latitude (g = 980.6199 gals.).
 QO0921
 QO0921.The modeled gravity was interpolated from observed gravity values.
 QO0921
 QO0921;                    North         East    Units  Estimated Accuracy
 QO0921;SPC MN S     -   364,650.      807,400.      MT  (+/- 180 meters Scaled)
 QO0921
 QO0921                          SUPERSEDED SURVEY CONTROL
 QO0921
 QO0921  NGVD 29 (??/??/92)  295.316  (m)          968.88   (f) ADJ UNCH    1 1
 QO0921
 QO0921.Superseded values are not recommended for survey control.
 QO0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0921.See file dsdata.txt to determine how the superseded data were derived.
 QO0921
 QO0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL291257(NAD 83)
 QO0921
 QO0921_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0921_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0921_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0921_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0921
 QO0921  HISTORY     - Date     Condition        Report By
 QO0921  HISTORY     - UNK      MONUMENTED       MRC
 QO0921  HISTORY     - 1970     GOOD             NGS
 QO0921
 QO0921                          STATION DESCRIPTION
 QO0921
 QO0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QO0921'8.15 MI SE FROM CLEARWATER.
 QO0921'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QO0921'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QO0921'5.45 MILES SOUTHEAST ALONG COUNTY ROAD 8, THENCE 1.8 MILE SOUTHEAST
 QO0921'ALONG A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 QO0921'151 FEET EAST OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS TO THE
 QO0921'CHARLES WELLS FARM, 132 1/2 FEET WEST OF POWER POLE NUMBER 508, 82
 QO0921'FEET NORTH OF THE NORTHEAST CORNER OF A METAL BUILDING, 3.0 FEET WEST
 QO0921'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 QO0921'A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP AND
 QO0921'WHICH PROJECTS 6 INCHES.  1/4, SEC 2, T33N, R29W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0339 ***********************************************************************
 QP0339  DESIGNATION -  284/1 BOLT
 QP0339  PID         -  QP0339
 QP0339  STATE/COUNTY-  MN/SHERBURNE
 QP0339  COUNTRY     -  US
 QP0339  USGS QUAD   -  CLEARWATER (1991)
 QP0339
 QP0339                         *CURRENT SURVEY CONTROL
 QP0339  ______________________________________________________________________
 QP0339* NAD 83(1986) POSITION- 45 24 50.46   (N) 094 00 22.90   (W)   HD_HELD1  
 QP0339* NAVD 88 ORTHO HEIGHT -   298.682  (meters)     979.93  (feet) ADJUSTED  
 QP0339  ______________________________________________________________________
 QP0339  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 QP0339  DYNAMIC HEIGHT  -        298.668 (meters)      979.88  (feet) COMP
 QP0339  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 QP0339
 QP0339  VERT ORDER      -  FIRST     CLASS I
 QP0339
 QP0339.The horizontal coordinates were established by differentially corrected
 QP0339.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0339.
 QP0339.The orthometric height was determined by differential leveling and
 QP0339.adjusted in June 1991.
 QP0339
 QP0339.Photographs are available for this station.
 QP0339
 QP0339.The dynamic height is computed by dividing the NAVD 88
 QP0339.geopotential number by the normal gravity value computed on the
 QP0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0339.degrees latitude (g = 980.6199 gals.).
 QP0339
 QP0339.The modeled gravity was interpolated from observed gravity values.
 QP0339
 QP0339;                    North         East    Units  Estimated Accuracy
 QP0339;SPC MN S     -   368,238.9     799,502.0     MT  (+/- 3 meters HH1 GPS) 
 QP0339
 QP0339                          SUPERSEDED SURVEY CONTROL
 QP0339
 QP0339  NGVD 29 (??/??/92)  298.558  (m)          979.52   (f) ADJ UNCH    1 1
 QP0339
 QP0339.Superseded values are not recommended for survey control.
 QP0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0339.See file dsdata.txt to determine how the superseded data were derived.
 QP0339
 QP0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2125629436(NAD 83)
 QP0339
 QP0339_MARKER: B = BOLT
 QP0339_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0339_SP_SET: TILE
 QP0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0339
 QP0339  HISTORY     - Date     Condition        Report By
 QP0339  HISTORY     - UNK      MONUMENTED       MRC
 QP0339  HISTORY     - 1970     GOOD             NGS
 QP0339
 QP0339                          STATION DESCRIPTION
 QP0339
 QP0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0339'2.2 MI SE FROM CLEARWATER.
 QP0339'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QP0339'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QP0339'1.3 MILES SOUTHEAST ALONG COUNTY ROAD 8, 38 FEET SOUTH OF THE CENTER
 QP0339'LINE OF THE ROAD, 9 FEET WEST OF THE CENTER LINE OF A FARM ROAD WHICH
 QP0339'LEADS SOUTH, 114 1/2 FEET SOUTHEAST AND ACROSS THE COUNTY ROAD FROM
 QP0339'POWER POLE NUMBER 341, 30 FEET NORTHWEST AND ACROSS THE FARM ROAD FROM
 QP0339'A CORNER FENCE POST, ABOUT LEVEL WITH THE ROAD, AND IS A COPPER BOLT
 QP0339'LEADED IN A TILE 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 QP0339'4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP AND
 QP0339'WHICH IS LEVEL WITH THE SURFACE OF THE GROUND. SEC 30-25, T 34N, R
 QP0339'29W-30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0338 ***********************************************************************
 QP0338  DESIGNATION -  284/1 CAP
 QP0338  PID         -  QP0338
 QP0338  STATE/COUNTY-  MN/SHERBURNE
 QP0338  COUNTRY     -  US
 QP0338  USGS QUAD   -  CLEARWATER (1991)
 QP0338
 QP0338                         *CURRENT SURVEY CONTROL
 QP0338  ______________________________________________________________________
 QP0338* NAD 83(1986) POSITION- 45 24 50.46   (N) 094 00 22.90   (W)   HD_HELD1  
 QP0338* NAVD 88 ORTHO HEIGHT -   299.889  (meters)     983.89  (feet) ADJUSTED  
 QP0338  ______________________________________________________________________
 QP0338  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 QP0338  DYNAMIC HEIGHT  -        299.874 (meters)      983.84  (feet) COMP
 QP0338  MODELED GRAVITY -    980,559.0   (mgal)                       NAVD 88
 QP0338
 QP0338  VERT ORDER      -  FIRST     CLASS I
 QP0338
 QP0338.The horizontal coordinates were established by differentially corrected
 QP0338.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0338.
 QP0338.The orthometric height was determined by differential leveling and
 QP0338.adjusted in June 1991.
 QP0338
 QP0338.Photographs are available for this station.
 QP0338
 QP0338.The dynamic height is computed by dividing the NAVD 88
 QP0338.geopotential number by the normal gravity value computed on the
 QP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0338.degrees latitude (g = 980.6199 gals.).
 QP0338
 QP0338.The modeled gravity was interpolated from observed gravity values.
 QP0338
 QP0338;                    North         East    Units  Estimated Accuracy
 QP0338;SPC MN S     -   368,238.9     799,502.0     MT  (+/- 3 meters HH1 GPS) 
 QP0338
 QP0338                          SUPERSEDED SURVEY CONTROL
 QP0338
 QP0338  NGVD 29 (??/??/92)  299.767  (m)          983.49   (f) ADJ UNCH    1 1
 QP0338
 QP0338.Superseded values are not recommended for survey control.
 QP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0338.See file dsdata.txt to determine how the superseded data were derived.
 QP0338
 QP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2125629436(NAD 83)
 QP0338
 QP0338_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0338_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0338
 QP0338  HISTORY     - Date     Condition        Report By
 QP0338  HISTORY     - UNK      MONUMENTED       MRC
 QP0338  HISTORY     - 1970     GOOD             NGS
 QP0338
 QP0338                          STATION DESCRIPTION
 QP0338
 QP0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0338'2.2 MI SE FROM CLEARWATER.
 QP0338'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QP0338'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QP0338'1.3 MILES SOUTHEAST ALONG COUNTY ROAD 8, 38 FEET SOUTH OF THE CENTER
 QP0338'LINE OF THE ROAD, 9 FEET WEST OF THE CENTER LINE OF A FARM ROAD WHICH
 QP0338'LEADS SOUTH, 114 1/2 FEET SOUTHEAST AND ACROSS THE COUNTY ROAD FROM
 QP0338'POWER POLE NUMBER 341, 30 FEET NORTHWEST AND ACROSS THE FARM ROAD FROM
 QP0338'A CORNER FENCE POST, ABOUT LEVEL WITH THE ROAD, AND IS A 4-INCH IRON
 QP0338'PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP AND WHICH IS LEVEL
 QP0338'WITH THE SURFACE OF THE GROUND.  SEC 30-25, T 34N R, 29W-30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0348 ***********************************************************************
 QP0348  DESIGNATION -  285/2 BOLT
 QP0348  PID         -  QP0348
 QP0348  STATE/COUNTY-  MN/SHERBURNE
 QP0348  COUNTRY     -  US
 QP0348  USGS QUAD   -  CLEARWATER (1991)
 QP0348
 QP0348                         *CURRENT SURVEY CONTROL
 QP0348  ______________________________________________________________________
 QP0348* NAD 83(1986) POSITION- 45 25 30.     (N) 094 02 46.     (W)   SCALED    
 QP0348* NAVD 88 ORTHO HEIGHT -   291.005  (meters)     954.74  (feet) ADJUSTED  
 QP0348  ______________________________________________________________________
 QP0348  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QP0348  DYNAMIC HEIGHT  -        290.992 (meters)      954.70  (feet) COMP
 QP0348  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 QP0348
 QP0348  VERT ORDER      -  FIRST     CLASS I
 QP0348
 QP0348.The horizontal coordinates were scaled from a topographic map and have
 QP0348.an estimated accuracy of +/- 6 seconds.
 QP0348.
 QP0348.The orthometric height was determined by differential leveling and
 QP0348.adjusted in June 1991.
 QP0348
 QP0348.The dynamic height is computed by dividing the NAVD 88
 QP0348.geopotential number by the normal gravity value computed on the
 QP0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0348.degrees latitude (g = 980.6199 gals.).
 QP0348
 QP0348.The modeled gravity was interpolated from observed gravity values.
 QP0348
 QP0348;                    North         East    Units  Estimated Accuracy
 QP0348;SPC MN S     -   369,460.      796,390.      MT  (+/- 180 meters Scaled)
 QP0348
 QP0348                          SUPERSEDED SURVEY CONTROL
 QP0348
 QP0348  NGVD 29 (??/??/92)  290.884  (m)          954.34   (f) ADJ UNCH    1 1
 QP0348
 QP0348.Superseded values are not recommended for survey control.
 QP0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0348.See file dsdata.txt to determine how the superseded data were derived.
 QP0348
 QP0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL181306(NAD 83)
 QP0348
 QP0348_MARKER: B = BOLT
 QP0348_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0348_SP_SET: TILE
 QP0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0348
 QP0348  HISTORY     - Date     Condition        Report By
 QP0348  HISTORY     - UNK      MONUMENTED       MRC
 QP0348  HISTORY     - 1970     GOOD             NGS
 QP0348
 QP0348                          STATION DESCRIPTION
 QP0348
 QP0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0348'2.15 MI NW FROM CLEARWATER.
 QP0348'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QP0348'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QP0348'0.2 MILE NORTHWEST ALONG COUNTY ROAD 8, THENCE 0.75 MILE SOUTHWEST
 QP0348'ALONG A PAVED ROAD, THENCE 0.2 MILE NORTH-NORTHEAST ACROSS FARM LOTS,
 QP0348'128 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 QP0348'PASTURE, 100 FEET NORTH OF THE SOUTH FENCE ON THE SOUTH SIDE OF THE
 QP0348'PASTURE, 47 FEET SOUTH OF THE FENCE ON THE NORTH SIDE OF THE PASTURE,
 QP0348'0.7 FOOT WEST OF A METAL POST WHICH PROJECTS 18 INCHES, AND IS A
 QP0348'COPPER BOLT LEADED IN A TILE 4 FEET UNDERGROUND, ACCESS TO WHICH IS
 QP0348'HAD THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER
 QP0348'COMMISSION CAP AND WHICH PROJECTS 12 INCHES.  SEC 23, T 34N, R 30W.
 QP0348'NOTE-- THE MARK IS 0.1 MILE NORTH-NORTHEAST OF THE MOST NORTHERLY
 QP0348'BUILDING IN A GROUP OF FARM BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0349 ***********************************************************************
 QP0349  DESIGNATION -  285/2 CAP
 QP0349  PID         -  QP0349
 QP0349  STATE/COUNTY-  MN/SHERBURNE
 QP0349  COUNTRY     -  US
 QP0349  USGS QUAD   -  CLEARWATER (1991)
 QP0349
 QP0349                         *CURRENT SURVEY CONTROL
 QP0349  ______________________________________________________________________
 QP0349* NAD 83(1986) POSITION- 45 25 32.0    (N) 094 02 41.7    (W)   HD_HELD2  
 QP0349* NAVD 88 ORTHO HEIGHT -   292.213  (meters)     958.70  (feet) ADJUSTED  
 QP0349  ______________________________________________________________________
 QP0349  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 QP0349  DYNAMIC HEIGHT  -        292.200 (meters)      958.66  (feet) COMP
 QP0349  MODELED GRAVITY -    980,563.8   (mgal)                       NAVD 88
 QP0349
 QP0349  VERT ORDER      -  FIRST     CLASS I
 QP0349
 QP0349.The horizontal coordinates were established by autonomous hand held GPS
 QP0349.observations and have an estimated accuracy of +/- 10 meters.
 QP0349.
 QP0349.The orthometric height was determined by differential leveling and
 QP0349.adjusted in June 1991.
 QP0349
 QP0349.WARNING-Repeat measurements at this control monument indicate possible
 QP0349.vertical movement.
 QP0349
 QP0349.Photographs are available for this station.
 QP0349
 QP0349.The dynamic height is computed by dividing the NAVD 88
 QP0349.geopotential number by the normal gravity value computed on the
 QP0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0349.degrees latitude (g = 980.6199 gals.).
 QP0349
 QP0349.The modeled gravity was interpolated from observed gravity values.
 QP0349
 QP0349;                    North         East    Units  Estimated Accuracy
 QP0349;SPC MN S     -   369,522.      796,485.      MT  (+/- 10 meters HH2 GPS)
 QP0349
 QP0349                          SUPERSEDED SURVEY CONTROL
 QP0349
 QP0349  NGVD 29 (??/??/92)  292.092  (m)          958.31   (f) ADJ UNCH    1 1
 QP0349
 QP0349.Superseded values are not recommended for survey control.
 QP0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0349.See file dsdata.txt to determine how the superseded data were derived.
 QP0349
 QP0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1825630756(NAD 83)
 QP0349
 QP0349_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0349
 QP0349  HISTORY     - Date     Condition        Report By
 QP0349  HISTORY     - UNK      MONUMENTED       MRC
 QP0349  HISTORY     - 1970     GOOD             NGS
 QP0349
 QP0349                          STATION DESCRIPTION
 QP0349
 QP0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0349'2.15 MI NW FROM CLEARWATER.
 QP0349'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QP0349'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QP0349'0.2 MILE NORTHWEST ALONG COUNTY ROAD 8, THENCE 0.75 MILE SOUTHWEST
 QP0349'ALONG A PAVED ROAD, THENCE 0.2 MILE NORTH-NORTHEAST ACROSS FARM LOTS,
 QP0349'128 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A FENCE AROUND A
 QP0349'PASTURE, 100 FEET NORTH OF THE SOUTH FENCE ON THE SOUTH SIDE OF THE
 QP0349'PASTURE, 47 FEET SOUTH OF THE FENCE ON THE NORTH SIDE OF THE PASTURE,
 QP0349'0.7 FOOT WEST OF A METAL POST WHICH PROJECTS 18 INCHES, AND IS A
 QP0349'4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION CAP AND
 QP0349'WHICH PROJECTS 12 INCHES.  SEC 23, T 34N, R 30W.  NOTE-- THE MARK IS
 QP0349'0.1 MILE NORTH-NORTHEAST OF THE MOST NORTHERLY BUILDING IN A GROUP OF
 QP0349'FARM BUILDINGS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0341 ***********************************************************************
 QP0341  DESIGNATION -  287/1 BOLT RESET
 QP0341  PID         -  QP0341
 QP0341  STATE/COUNTY-  MN/SHERBURNE
 QP0341  COUNTRY     -  US
 QP0341  USGS QUAD   -  CLEARWATER (1991)
 QP0341
 QP0341                         *CURRENT SURVEY CONTROL
 QP0341  ______________________________________________________________________
 QP0341* NAD 83(1986) POSITION- 45 29 06.     (N) 094 06 25.     (W)   SCALED    
 QP0341* NAVD 88 ORTHO HEIGHT -   308.47   (+/-2cm)    1012.0   (feet) VERTCON   
 QP0341  ______________________________________________________________________
 QP0341  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 QP0341  VERT ORDER      -  THIRD (See Below)
 QP0341
 QP0341.The horizontal coordinates were scaled from a topographic map and have
 QP0341.an estimated accuracy of +/- 6 seconds.
 QP0341.
 QP0341.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0341
 QP0341.The vertical order pertains to the NGVD 29 superseded value.
 QP0341
 QP0341;                    North         East    Units  Estimated Accuracy
 QP0341;SPC MN S     -   376,130.      791,640.      MT  (+/- 180 meters Scaled)
 QP0341
 QP0341                          SUPERSEDED SURVEY CONTROL
 QP0341
 QP0341  NGVD 29 (04/14/03)  308.35   (m)         1011.6    (f) RESET       3  
 QP0341
 QP0341.Superseded values are not recommended for survey control.
 QP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0341.See file dsdata.txt to determine how the superseded data were derived.
 QP0341
 QP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL134374(NAD 83)
 QP0341
 QP0341_MARKER: DB = BENCH MARK DISK
 QP0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0341_STAMPING: PBM 287-1 MRC BOLT RESET 1976
 QP0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0341+STABILITY: SURFACE MOTION
 QP0341
 QP0341  HISTORY     - Date     Condition        Report By
 QP0341  HISTORY     - 1976     MONUMENTED       NGS
 QP0341
 QP0341                          STATION DESCRIPTION
 QP0341
 QP0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QP0341'6.75 MI NW FROM CLEARWATER.
 QP0341'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QP0341'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QP0341'5.8 MILES NORTHWEST ALONG COUNTY ROAD 8, 0.2 MILE SOUTHEAST OF THE
 QP0341'JUNCTION WITH COUNTY ROAD 60, AT THE NORTH END OF A ROW OF TREES, 61
 QP0341'FT SOUTH OF THE CENTER OF COUNTY ROAD 8, 22 FT EAST OF CENTER OF FIELD
 QP0341'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0358 ***********************************************************************
 QP0358  DESIGNATION -  287/1 CAP
 QP0358  PID         -  QP0358
 QP0358  STATE/COUNTY-  MN/SHERBURNE
 QP0358  COUNTRY     -  US
 QP0358  USGS QUAD   -  CLEARWATER (1991)
 QP0358
 QP0358                         *CURRENT SURVEY CONTROL
 QP0358  ______________________________________________________________________
 QP0358* NAD 83(1986) POSITION- 45 29 06.     (N) 094 06 25.     (W)   SCALED    
 QP0358* NAVD 88 ORTHO HEIGHT -   308.890  (meters)    1013.42  (feet) ADJUSTED  
 QP0358  ______________________________________________________________________
 QP0358  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 QP0358  DYNAMIC HEIGHT  -        308.881 (meters)     1013.39  (feet) COMP
 QP0358  MODELED GRAVITY -    980,578.2   (mgal)                       NAVD 88
 QP0358
 QP0358  VERT ORDER      -  FIRST     CLASS I
 QP0358
 QP0358.The horizontal coordinates were scaled from a topographic map and have
 QP0358.an estimated accuracy of +/- 6 seconds.
 QP0358.
 QP0358.The orthometric height was determined by differential leveling and
 QP0358.adjusted in June 1991.
 QP0358
 QP0358.The dynamic height is computed by dividing the NAVD 88
 QP0358.geopotential number by the normal gravity value computed on the
 QP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0358.degrees latitude (g = 980.6199 gals.).
 QP0358
 QP0358.The modeled gravity was interpolated from observed gravity values.
 QP0358
 QP0358;                    North         East    Units  Estimated Accuracy
 QP0358;SPC MN S     -   376,130.      791,640.      MT  (+/- 180 meters Scaled)
 QP0358
 QP0358                          SUPERSEDED SURVEY CONTROL
 QP0358
 QP0358  NGVD 29 (??/??/92)  308.774  (m)         1013.04   (f) ADJ UNCH    1 1
 QP0358
 QP0358.Superseded values are not recommended for survey control.
 QP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0358.See file dsdata.txt to determine how the superseded data were derived.
 QP0358
 QP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL134374(NAD 83)
 QP0358
 QP0358_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0358_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0358_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0358
 QP0358  HISTORY     - Date     Condition        Report By
 QP0358  HISTORY     - UNK      MONUMENTED       MRC
 QP0358  HISTORY     - 1970     GOOD             NGS
 QP0358
 QP0358                          STATION DESCRIPTION
 QP0358
 QP0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0358'6.75 MI NW FROM CLEARWATER.
 QP0358'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 24 FROM THE NORTHEAST END
 QP0358'OF THE HIGHWAY BRIDGE OVER THE MISSISSIPPI RIVER AT CLEARWATER, THENCE
 QP0358'5.85 MILES NORTHWEST ALONG COUNTY ROAD 8, OR ABOUT 1.65 MILES
 QP0358'SOUTHEAST ALONG RIVERSIDE DRIVE SE AND MINNESOTA BOULEVARD SE FROM THE
 QP0358'U.S. HIGHWAY 52 AND STATE HIGHWAY 23 BRIDGE OVER THE MISSISSIPPI RIVER
 QP0358'AT ST. CLOUD, THENCE 4.3 MILES SOUTHEAST ALONG COUNTY ROAD 8, 0.15
 QP0358'MILE SOUTHEAST OF THE JUNCTION OF THE ROAD AND COUNTY ROAD 60, 34 FEET
 QP0358'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTH-SOUTHWEST AND
 QP0358'ACROSS THE ROAD FROM POWER POLE NUMBER 145, ABOUT LEVEL WITH THE ROAD,
 QP0358'AND IS A MISSISSIPPI RIVER COMMISSION CAP ON THE TOP OF A 4-INCH IRON
 QP0358'PIPE WHICH PROJECTS 2.5 FEET.  SEC 32, T 35N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0039 ***********************************************************************
 QP0039  DESIGNATION -  288/2 BOLT
 QP0039  PID         -  QP0039
 QP0039  STATE/COUNTY-  MN/SHERBURNE
 QP0039  COUNTRY     -  US
 QP0039  USGS QUAD   -  ST CLOUD (1993)
 QP0039
 QP0039                         *CURRENT SURVEY CONTROL
 QP0039  ______________________________________________________________________
 QP0039* NAD 83(1986) POSITION- 45 31 22.     (N) 094 08 18.     (W)   SCALED    
 QP0039* NAVD 88 ORTHO HEIGHT -   312.573  (meters)    1025.50  (feet) ADJUSTED  
 QP0039  ______________________________________________________________________
 QP0039  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QP0039  DYNAMIC HEIGHT  -        312.566 (meters)     1025.48  (feet) COMP
 QP0039  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 QP0039
 QP0039  VERT ORDER      -  FIRST     CLASS I
 QP0039
 QP0039.The horizontal coordinates were scaled from a topographic map and have
 QP0039.an estimated accuracy of +/- 6 seconds.
 QP0039.
 QP0039.The orthometric height was determined by differential leveling and
 QP0039.adjusted in June 1991.
 QP0039
 QP0039.The dynamic height is computed by dividing the NAVD 88
 QP0039.geopotential number by the normal gravity value computed on the
 QP0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0039.degrees latitude (g = 980.6199 gals.).
 QP0039
 QP0039.The modeled gravity was interpolated from observed gravity values.
 QP0039
 QP0039;                    North         East    Units  Estimated Accuracy
 QP0039;SPC MN S     -   380,340.      789,190.      MT  (+/- 180 meters Scaled)
 QP0039
 QP0039                          SUPERSEDED SURVEY CONTROL
 QP0039
 QP0039  NGVD 29 (??/??/92)  312.457  (m)         1025.12   (f) ADJ UNCH    1 1
 QP0039
 QP0039.Superseded values are not recommended for survey control.
 QP0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0039.See file dsdata.txt to determine how the superseded data were derived.
 QP0039
 QP0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL111416(NAD 83)
 QP0039
 QP0039_MARKER: B = BOLT
 QP0039_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QP0039_SP_SET: TILE
 QP0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0039
 QP0039  HISTORY     - Date     Condition        Report By
 QP0039  HISTORY     - UNK      MONUMENTED       MRC
 QP0039  HISTORY     - 1970     GOOD             NGS
 QP0039
 QP0039                          STATION DESCRIPTION
 QP0039
 QP0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0039'3.4 MI SE FROM ST CLOUD.
 QP0039'ABOUT 1.65 MILES SOUTHEAST ALONG RIVERSIDE DRIVE SE AND MINNESOTA
 QP0039'BOULEVARD SE FROM THE U.S. HIGHWAY 52 AND STATE HIGHWAY 23 BRIDGE OVER
 QP0039'THE MISSISSIPPI RIVER AT ST. CLOUD, THENCE 1.45 MILES SOUTHEAST ALONG
 QP0039'COUNTY ROAD 8, THENCE 0.3 MILE WEST CROSS-COUNTRY ALONG A FENCE, AT
 QP0039'THE NORTHWEST CORNER OF A FIELD, 17 1/2 FEET EAST OF A NORTH-SOUTH
 QP0039'FENCE, 1/2 FOOT SOUTH OF AN EAST-WEST FENCE, AND IS A COPPER BOLT
 QP0039'LEADED IN A TILE ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QP0039'THROUGH A 4-INCH IRON PIPE WHICH BEARS A MISSISSIPPI RIVER COMMISSION
 QP0039'CAP AND WHICH PROJECTS 10 INCHES.  SEC 13, T 35N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0038 ***********************************************************************
 QP0038  DESIGNATION -  288/2 CAP
 QP0038  PID         -  QP0038
 QP0038  STATE/COUNTY-  MN/SHERBURNE
 QP0038  COUNTRY     -  US
 QP0038  USGS QUAD   -  ST CLOUD (1993)
 QP0038
 QP0038                         *CURRENT SURVEY CONTROL
 QP0038  ______________________________________________________________________
 QP0038* NAD 83(1986) POSITION- 45 31 21.     (N) 094 08 16.     (W)   SCALED    
 QP0038* NAVD 88 ORTHO HEIGHT -   313.814  (meters)    1029.57  (feet) ADJUSTED  
 QP0038  ______________________________________________________________________
 QP0038  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QP0038  DYNAMIC HEIGHT  -        313.806 (meters)     1029.55  (feet) COMP
 QP0038  MODELED GRAVITY -    980,582.9   (mgal)                       NAVD 88
 QP0038
 QP0038  VERT ORDER      -  FIRST     CLASS I
 QP0038
 QP0038.The horizontal coordinates were scaled from a topographic map and have
 QP0038.an estimated accuracy of +/- 6 seconds.
 QP0038.
 QP0038.The orthometric height was determined by differential leveling and
 QP0038.adjusted in June 1991.
 QP0038
 QP0038.The dynamic height is computed by dividing the NAVD 88
 QP0038.geopotential number by the normal gravity value computed on the
 QP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0038.degrees latitude (g = 980.6199 gals.).
 QP0038
 QP0038.The modeled gravity was interpolated from observed gravity values.
 QP0038
 QP0038;                    North         East    Units  Estimated Accuracy
 QP0038;SPC MN S     -   380,310.      789,240.      MT  (+/- 180 meters Scaled)
 QP0038
 QP0038                          SUPERSEDED SURVEY CONTROL
 QP0038
 QP0038  NGVD 29 (??/??/92)  313.673  (m)         1029.11   (f) ADJ UNCH    1 1
 QP0038
 QP0038.Superseded values are not recommended for survey control.
 QP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0038.See file dsdata.txt to determine how the superseded data were derived.
 QP0038
 QP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL111416(NAD 83)
 QP0038
 QP0038_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0038
 QP0038  HISTORY     - Date     Condition        Report By
 QP0038  HISTORY     - UNK      MONUMENTED       MRC
 QP0038  HISTORY     - 1970     GOOD             NGS
 QP0038
 QP0038                          STATION DESCRIPTION
 QP0038
 QP0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 QP0038'3.4 MI SE FROM ST CLOUD.
 QP0038'ABOUT 1.65 MILES SOUTHEAST ALONG RIVERSIDE DRIVE SE AND MINNESOTA
 QP0038'BOULEVARD SE FROM THE U.S. HIGHWAY 52 AND STATE HIGHWAY 23 BRIDGE OVER
 QP0038'THE MISSISSIPPI RIVER AT ST. CLOUD, THENCE 1.45 MILES SOUTHEAST ALONG
 QP0038'COUNTY ROAD 8, THENCE 0.3 MILE WEST CROSS-COUNTRY ALONG A FENCE, AT
 QP0038'THE NORTHWEST CORNER OF A FIELD, 17 1/2 FEET EAST OF A NORTH-SOUTH
 QP0038'FENCE, 1/2 FOOT SOUTH OF AN EAST-WEST FENCE, AND IS A MISSISSIPPI
 QP0038'RIVER COMMISSION CAP ON THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 QP0038'10 INCHES.  SEC 13, T 35N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8694 ***********************************************************************
 DF8694  DESIGNATION -  29
 DF8694  PID         -  DF8694
 DF8694  STATE/COUNTY-  MN/KANABEC
 DF8694  COUNTRY     -  US
 DF8694  USGS QUAD   -  KROSCHEL (1968)
 DF8694
 DF8694                         *CURRENT SURVEY CONTROL
 DF8694  ______________________________________________________________________
 DF8694* NAD 83(2007) POSITION- 46 01 30.52538(N) 093 05 42.23565(W)   ADJUSTED  
 DF8694* NAD 83(2007) ELLIP HT-   302.534 (meters)        (02/10/07)   ADJUSTED
 DF8694* NAD 83(2007) EPOCH   -  2002.00
 DF8694* NAVD 88 ORTHO HEIGHT -   330.2    (meters)    1083.    (feet) GPS OBS   
 DF8694  ______________________________________________________________________
 DF8694  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8694  GEOID HEIGHT    -        -27.64  (meters)                     GEOID99
 DF8694  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DF8694  NAD 83(2007) X  -   -239,540.158 (meters)                     COMP
 DF8694  NAD 83(2007) Y  - -4,430,047.736 (meters)                     COMP
 DF8694  NAD 83(2007) Z  -  4,567,406.394 (meters)                     COMP
 DF8694  LAPLACE CORR    -          1.88  (seconds)                    DEFLEC09
 DF8694
 DF8694  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8694  Type                                         Horiz  Ellip  Dist(km)
 DF8694  -------------------------------------------------------------------
 DF8694  NETWORK                                       0.62   0.53
 DF8694  -------------------------------------------------------------------
 DF8694  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.73   0.51      7.19
 DF8694  -------------------------------------------------------------------
 DF8694  NOTE: Click here for information on individual local accuracy
 DF8694  values and other accuracy information.
 DF8694
 DF8694
 DF8694.The horizontal coordinates were established by GPS observations
 DF8694.and adjusted by the National Geodetic Survey in February 2007.
 DF8694
 DF8694.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8694.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8694
 DF8694.The horizontal coordinates are valid at the epoch date displayed above
 DF8694.which is a decimal equivalence of Year/Month/Day.
 DF8694
 DF8694.The orthometric height was determined by GPS observations and a
 DF8694.high-resolution geoid model.
 DF8694
 DF8694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8694
 DF8694.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8694
 DF8694.The ellipsoidal height was determined by GPS observations
 DF8694.and is referenced to NAD 83.
 DF8694
 DF8694. The following values were computed from the NAD 83(2007) position.
 DF8694
 DF8694;                    North         East     Units Scale Factor Converg.
 DF8694;SPC MN C     -   214,592.731   889,415.662   MT  0.99993656   +0 50 07.7
 DF8694;SPC MN C     -   704,042.98  2,918,024.55   sFT  0.99993656   +0 50 07.7
 DF8694;UTM  15      - 5,096,845.777   492,642.197   MT  0.99960067   -0 04 06.3
 DF8694
 DF8694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8694!SPC MN C     -   0.99995257  x   0.99993656  =   0.99988914
 DF8694!UTM  15      -   0.99995257  x   0.99960067  =   0.99955326
 DF8694
 DF8694                          SUPERSEDED SURVEY CONTROL
 DF8694
 DF8694  NAD 83(1996)-  46 01 30.52524(N)    093 05 42.23503(W) AD(       ) 1
 DF8694  ELLIP H (10/22/03)  302.576  (m)                       GP(       ) 3 2
 DF8694
 DF8694.Superseded values are not recommended for survey control.
 DF8694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8694.See file dsdata.txt to determine how the superseded data were derived.
 DF8694
 DF8694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9264296845(NAD 83)
 DF8694
 DF8694_MARKER: DD = SURVEY DISK
 DF8694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8694_STAMPING: 29
 DF8694_MARK LOGO: MN-065
 DF8694_PROJECTION: FLUSH
 DF8694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8694+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8694
 DF8694  HISTORY     - Date     Condition        Report By
 DF8694  HISTORY     - 2001     MONUMENTED       MN-065
 DF8694
 DF8694                          STATION DESCRIPTION
 DF8694
 DF8694'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8694'10.9 MI (17.5 KM) NORTH OF MORA ALONG TH 65 TO TH 65 MP 77.80, THEN
 DF8694'9.25 MI (14.89 KM) EAST ON 300TH AVE, 336 FT (102.4 M) EAST OF THE
 DF8694'CENTER OF CO RD 20 (UNIFORM STREET) , 57 FT (17.4 M) NORTH OF THE
 DF8694'CENTER OF 300TH AVE, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0093 ***********************************************************************
 QO0093  DESIGNATION -  29 CAP RESET
 QO0093  PID         -  QO0093
 QO0093  STATE/COUNTY-  MN/CHISAGO
 QO0093  COUNTRY     -  US
 QO0093  USGS QUAD   -  FOREST LAKE (1993)
 QO0093
 QO0093                         *CURRENT SURVEY CONTROL
 QO0093  ______________________________________________________________________
 QO0093* NAD 83(1986) POSITION- 45 20 25.     (N) 092 59 52.8    (W)   SCALED    
 QO0093* NAVD 88 ORTHO HEIGHT -   272.675  (meters)     894.60  (feet) ADJUSTED  
 QO0093  ______________________________________________________________________
 QO0093  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 QO0093  DYNAMIC HEIGHT  -        272.670 (meters)      894.58  (feet) COMP
 QO0093  MODELED GRAVITY -    980,587.7   (mgal)                       NAVD 88
 QO0093
 QO0093  VERT ORDER      -  SECOND    CLASS 0
 QO0093
 QO0093.The horizontal coordinates were scaled from a topographic map and have
 QO0093.an estimated accuracy of +/- 6 seconds.
 QO0093.
 QO0093.The orthometric height was determined by differential leveling and
 QO0093.adjusted in June 1991.
 QO0093
 QO0093.Photographs are available for this station.
 QO0093
 QO0093.The dynamic height is computed by dividing the NAVD 88
 QO0093.geopotential number by the normal gravity value computed on the
 QO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0093.degrees latitude (g = 980.6199 gals.).
 QO0093
 QO0093.The modeled gravity was interpolated from observed gravity values.
 QO0093
 QO0093;                    North         East    Units  Estimated Accuracy
 QO0093;SPC MN C     -   138,600.      898,150.      MT  (+/- 180 meters Scaled)
 QO0093
 QO0093                          SUPERSEDED SURVEY CONTROL
 QO0093
 QO0093.No superseded survey control is available for this station.
 QO0093
 QO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL001207(NAD 83)
 QO0093
 QO0093_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0093_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0093_STAMPING: RESET 1948
 QO0093_MARK LOGO: USACE 
 QO0093_MAGNETIC: P = MARKER IS A STEEL PIPE
 QO0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO0093+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2008
 QO0093
 QO0093  HISTORY     - Date     Condition        Report By
 QO0093  HISTORY     - 1948     MONUMENTED       DOD
 QO0093  HISTORY     - 1966     GOOD             MNDT
 QO0093  HISTORY     - 1966     GOOD             MNDT
 QO0093  HISTORY     - 20070611 GOOD             MNDT
 QO0093  HISTORY     - 20081021 GOOD             MNDT
 QO0093
 QO0093                          STATION DESCRIPTION
 QO0093
 QO0093'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0093'IN WYOMING.
 QO0093'AT WYOMING, CHISAGO COUNTY, 0.2 MILE NORTH ALONG THE NORTHERN PACIFIC
 QO0093'RAILWAY FROM THE STATION, 140 FEET EAST OF THE INTERSECTION OF FOURTH
 QO0093'STREET AND U.S. HIGHWAY 61, 27.0 FEET NORTH OF THE CENTERLINE OF
 QO0093'FOURTH STREET, 239 FEET EAST OF THE TRACK, 170 FEET EAST OF THE
 QO0093'SOUTHEAST CORNER SECTION 8, T 33N, R21W, AND PIPE PROJECTING 0.8 FOOT.
 QO0093'(THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3.5 FEET
 QO0093'UNDERGROUND,) ACCESS TO WHICH IS HAD THROUGH A 4 INCH IRON PIPE
 QO0093'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED RESET
 QO0093'1948.
 QO0093
 QO0093                          STATION RECOVERY (1966)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 1966
 QO0093'AT WYOMING, CHISAGO COUNTY, 0.2 MILE NORTH ALONG THE NORTHERN PACIFIC
 QO0093'RAILWAY FROM THE STATION, 140 FEET EAST OF THE INTERSECTION OF FOURTH
 QO0093'STREET AND U.S. HIGHWAY 61, 27.0 FEET NORTH OF THE CENTERLINE OF
 QO0093'FOURTH STREET, 239 FEET EAST OF THE TRACK, 170 FEET EAST OF THE
 QO0093'SOUTHEAST CORNER SECTION 8, T 33 N, R 21 W, AND PIPE PROJECTING 0.8
 QO0093'FOOT. THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3.5 FEET
 QO0093'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH IRON PIPE
 QO0093'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED RESET
 QO0093'1948. NOTE: THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 QO0093'DETERMINED BY CORPS OF ENGINEER U.S. ARMY FIELD PARTY IN JULY 1948.
 QO0093
 QO0093                          STATION RECOVERY (2007)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO0093'AT WYOMING, 0.2 MILES NORTH ALONG COUNTY ROAD 30 FROM JUNCTION OF
 QO0093'COUNTY ROAD 30 AND TRUNK HIGHWAY 61 IN WYOMING, 135 FEET EAST OF TRUNK
 QO0093'HIGHWAY 61, 32 FEET NORTH OF 270TH STREET, 24.5 FEET WEST OF POLE
 QO0093'6404.
 QO0093
 QO0093                          STATION RECOVERY (2008)
 QO0093
 QO0093'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (VWC)
 QO0093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0702 ***********************************************************************
 SK0702  DESIGNATION -  29 CER
 SK0702  PID         -  SK0702
 SK0702  STATE/COUNTY-  MN/CLEARWATER
 SK0702  COUNTRY     -  US
 SK0702  USGS QUAD   -  GONVICK (1969)
 SK0702
 SK0702                         *CURRENT SURVEY CONTROL
 SK0702  ______________________________________________________________________
 SK0702* NAD 83(2007) POSITION- 47 44 20.12587(N) 095 31 20.57813(W)   ADJUSTED  
 SK0702* NAD 83(2007) ELLIP HT-   364.058 (meters)        (02/10/07)   ADJUSTED
 SK0702* NAD 83(2007) EPOCH   -  2002.00
 SK0702* NAVD 88 ORTHO HEIGHT -   391.521  (meters)    1284.52  (feet) ADJUSTED  
 SK0702  ______________________________________________________________________
 SK0702  NAD 83(2007) X  -   -413,567.298 (meters)                     COMP
 SK0702  NAD 83(2007) Y  - -4,277,544.642 (meters)                     COMP
 SK0702  NAD 83(2007) Z  -  4,697,672.841 (meters)                     COMP
 SK0702  LAPLACE CORR    -         -3.95  (seconds)                    DEFLEC09
 SK0702  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 SK0702  DYNAMIC HEIGHT  -        391.579 (meters)     1284.71  (feet) COMP
 SK0702  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 SK0702
 SK0702  VERT ORDER      -  SECOND    CLASS 0
 SK0702
 SK0702  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0702  Type                                         Horiz  Ellip  Dist(km)
 SK0702  -------------------------------------------------------------------
 SK0702  NETWORK                                       0.68   0.59
 SK0702  -------------------------------------------------------------------
 SK0702  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.47      2.51
 SK0702  -------------------------------------------------------------------
 SK0702  NOTE: Click here for information on individual local accuracy
 SK0702  values and other accuracy information.
 SK0702
 SK0702
 SK0702.The horizontal coordinates were established by GPS observations
 SK0702.and adjusted by the National Geodetic Survey in February 2007.
 SK0702
 SK0702.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0702.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0702
 SK0702.The horizontal coordinates are valid at the epoch date displayed above
 SK0702.which is a decimal equivalence of Year/Month/Day.
 SK0702
 SK0702.The orthometric height was determined by differential leveling and
 SK0702.adjusted in June 1991.
 SK0702
 SK0702.Photographs are available for this station.
 SK0702
 SK0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0702
 SK0702.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0702
 SK0702.The ellipsoidal height was determined by GPS observations
 SK0702.and is referenced to NAD 83.
 SK0702
 SK0702.The dynamic height is computed by dividing the NAVD 88
 SK0702.geopotential number by the normal gravity value computed on the
 SK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0702.degrees latitude (g = 980.6199 gals.).
 SK0702
 SK0702.The modeled gravity was interpolated from observed gravity values.
 SK0702
 SK0702. The following values were computed from the NAD 83(2007) position.
 SK0702
 SK0702;                    North         East     Units Scale Factor Converg.
 SK0702;SPC MN N     -   240,581.246   618,365.784   MT  0.99990423   -1 47 43.9
 SK0702;SPC MN N     -   789,306.97  2,028,755.08   sFT  0.99990423   -1 47 43.9
 SK0702;UTM  15      - 5,290,364.897   310,899.981   MT  1.00003944   -1 52 02.4
 SK0702
 SK0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0702!SPC MN N     -   0.99994294  x   0.99990423  =   0.99984718
 SK0702!UTM  15      -   0.99994294  x   1.00003944  =   0.99998238
 SK0702
 SK0702                          SUPERSEDED SURVEY CONTROL
 SK0702
 SK0702  NAD 83(1996)-  47 44 20.12589(N)    095 31 20.57800(W) AD(       ) 1
 SK0702  ELLIP H (08/20/03)  364.061  (m)                       GP(       ) 3 2
 SK0702  NAVD 88 (08/20/03)  391.52   (m)         1284.5    (f) LEVELING    3  
 SK0702
 SK0702.Superseded values are not recommended for survey control.
 SK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0702.See file dsdata.txt to determine how the superseded data were derived.
 SK0702
 SK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN1089990364(NAD 83)
 SK0702
 SK0702_MARKER: DB = BENCH MARK DISK
 SK0702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0702_SP_SET: COPPER-CLAD STEEL ROD
 SK0702_STAMPING: 29 CER 1967
 SK0702_MARK LOGO: USGS  
 SK0702_PROJECTION: RECESSED 5 CENTIMETERS
 SK0702_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0702+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 SK0702_ROD/PIPE-DEPTH:  4.6 meters
 SK0702
 SK0702  HISTORY     - Date     Condition        Report By
 SK0702  HISTORY     - 1967     MONUMENTED       USGS
 SK0702  HISTORY     - 20020827 GOOD             MNDT
 SK0702  HISTORY     - 20061206 GOOD             MNDT
 SK0702
 SK0702                          STATION DESCRIPTION
 SK0702
 SK0702'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0702'0.6 KM (0.40 MI) WEST FROM GONVICK.
 SK0702'GONVICK, CLEARWATER CO., 0.25 MI WEST OF, T. 149 N., R. 38 W., NEAR
 SK0702'THE CENTER OF THE EAST HALF OF SECTION 9, 174 FT SW., 23 FT NW. AND
 SK0702'4.0 FT HIGHER THAN T-RD. SW., 1 FT NW. OF A FENCE, ON TOP OF A
 SK0702'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET
 SK0702'STAMPED 29 CER 1967.
 SK0702
 SK0702                          STATION RECOVERY (2002)
 SK0702
 SK0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0702'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SK0702'THE MARK IS 0.25 MI (0.40 KM) WEST OF GONVICK, 0.3 MI (0.5 KM) NW
 SK0702'ALONG TH 92 FROM JCT OF TH 92 AND CO RD 7 IN GONVICK, AT TH 92 MP
 SK0702'39.05, 156 FT (47.5 M) SW OF TH 92, 23 FT (7.0 M) NW OF RD, 2.1 FT
 SK0702'(0.6 M) NW OF WIT POST, 1 FT (0.3 M) NW OF FENCE, RECESSED 2 INCHES,
 SK0702'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 SK0702
 SK0702                          STATION RECOVERY (2006)
 SK0702
 SK0702'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 SK0702'0.25 MILE WEST OF GONVICK, 0.3 MILE NORTHWEST ALONG TRUNK HIGHWAY 92
 SK0702'FROM JUNCTION OF TRUNK HIGHWAY 92 AND COUNTY ROAD 7 IN GONVICK, AT
 SK0702'TRUNK HIGHWAY 92 MILEPOINT 39.05, 156 FEET SOUTHWEST OF TRUNK HIGHWAY
 SK0702'92, 23 FEET NORTHWEST OF 506TH STREET, 2.1 FEET NORTHWEST OF WITNESS
 SK0702'POST, 1.0 FEET NORTHWEST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0703 ***********************************************************************
 SK0703  DESIGNATION -  29 CER A TBM
 SK0703  PID         -  SK0703
 SK0703  STATE/COUNTY-  MN/CLEARWATER
 SK0703  COUNTRY     -  US
 SK0703  USGS QUAD   -  GONVICK (1969)
 SK0703
 SK0703                         *CURRENT SURVEY CONTROL
 SK0703  ______________________________________________________________________
 SK0703* NAD 83(1986) POSITION- 47 44 45.     (N) 095 32 18.     (W)   SCALED    
 SK0703* NAVD 88 ORTHO HEIGHT -   393.881  (meters)    1292.26  (feet) ADJUSTED  
 SK0703  ______________________________________________________________________
 SK0703  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 SK0703  DYNAMIC HEIGHT  -        393.941 (meters)     1292.45  (feet) COMP
 SK0703  MODELED GRAVITY -    980,751.4   (mgal)                       NAVD 88
 SK0703
 SK0703  VERT ORDER      -  SECOND    CLASS 0
 SK0703
 SK0703.The horizontal coordinates were scaled from a topographic map and have
 SK0703.an estimated accuracy of +/- 6 seconds.
 SK0703.
 SK0703.The orthometric height was determined by differential leveling and
 SK0703.adjusted in June 1991.
 SK0703
 SK0703.The dynamic height is computed by dividing the NAVD 88
 SK0703.geopotential number by the normal gravity value computed on the
 SK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0703.degrees latitude (g = 980.6199 gals.).
 SK0703
 SK0703.The modeled gravity was interpolated from observed gravity values.
 SK0703
 SK0703;                    North         East    Units  Estimated Accuracy
 SK0703;SPC MN N     -   241,390.      617,190.      MT  (+/- 180 meters Scaled)
 SK0703
 SK0703                          SUPERSEDED SURVEY CONTROL
 SK0703
 SK0703.No superseded survey control is available for this station.
 SK0703
 SK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN097911(NAD 83)
 SK0703
 SK0703_MARKER: N = NAIL
 SK0703_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0703_SP_SET: CENTERLINE OF HWY.
 SK0703_STAMPING: 29 CER A TBM
 SK0703_MARK LOGO: USGS  
 SK0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0703
 SK0703  HISTORY     - Date     Condition        Report By
 SK0703  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0703
 SK0703                          STATION DESCRIPTION
 SK0703
 SK0703'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0703'2.1 KM (1.30 MI) NW FROM GONVICK.
 SK0703'TBM 29 A, 0.9 MI WEST OF TABLET, ALONG STATE HWY. 92, AT T-RD. NE., IN
 SK0703'CENTER OF ASPHALT HWY. A T-RD., A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0701 ***********************************************************************
 SK0701  DESIGNATION -  29 CER RM
 SK0701  PID         -  SK0701
 SK0701  STATE/COUNTY-  MN/CLEARWATER
 SK0701  COUNTRY     -  US
 SK0701  USGS QUAD   -  GONVICK (1969)
 SK0701
 SK0701                         *CURRENT SURVEY CONTROL
 SK0701  ______________________________________________________________________
 SK0701* NAD 83(1986) POSITION- 47 44 21.     (N) 095 31 19.     (W)   SCALED    
 SK0701* NAVD 88 ORTHO HEIGHT -   388.405  (meters)    1274.29  (feet) ADJUSTED  
 SK0701  ______________________________________________________________________
 SK0701  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 SK0701  DYNAMIC HEIGHT  -        388.463 (meters)     1274.48  (feet) COMP
 SK0701  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 SK0701
 SK0701  VERT ORDER      -  SECOND    CLASS 0
 SK0701
 SK0701.The horizontal coordinates were scaled from a topographic map and have
 SK0701.an estimated accuracy of +/- 6 seconds.
 SK0701.
 SK0701.The orthometric height was determined by differential leveling and
 SK0701.adjusted in June 1991.
 SK0701
 SK0701.The dynamic height is computed by dividing the NAVD 88
 SK0701.geopotential number by the normal gravity value computed on the
 SK0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0701.degrees latitude (g = 980.6199 gals.).
 SK0701
 SK0701.The modeled gravity was interpolated from observed gravity values.
 SK0701
 SK0701;                    North         East    Units  Estimated Accuracy
 SK0701;SPC MN N     -   240,610.      618,400.      MT  (+/- 180 meters Scaled)
 SK0701
 SK0701                          SUPERSEDED SURVEY CONTROL
 SK0701
 SK0701.No superseded survey control is available for this station.
 SK0701
 SK0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN109903(NAD 83)
 SK0701
 SK0701_MARKER: Z = SEE DESCRIPTION
 SK0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0701_SP_SET: IN METAL CULVERT
 SK0701_STAMPING: 29 CER RM
 SK0701_MARK LOGO: NONE  
 SK0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0701
 SK0701  HISTORY     - Date     Condition        Report By
 SK0701  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0701
 SK0701                          STATION DESCRIPTION
 SK0701
 SK0701'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0701'0.6 KM (0.40 MI) WEST FROM GONVICK.
 SK0701'REFERENCE MARK, 97 FT NE. OF TABLET, 54 FT SW. AND 40 FT NW. OF A
 SK0701'T-RD. SW., ON THE WEST END OF A 24 IN. CORRUGATED STEEL CULVERT, A
 SK0701'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8095 ***********************************************************************
 DM8095  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8095  DESIGNATION -  29 DLS
 DM8095  PID         -  DM8095
 DM8095  STATE/COUNTY-  MN/ITASCA
 DM8095  COUNTRY     -  US
 DM8095  USGS QUAD   -  BOWSTRING LAKE (1996)
 DM8095
 DM8095                         *CURRENT SURVEY CONTROL
 DM8095  ______________________________________________________________________
 DM8095* NAD 83(2007) POSITION- 47 34 18.81880(N) 093 59 17.30246(W)   ADJUSTED  
 DM8095* NAD 83(2007) ELLIP HT-   383.151 (meters)        (06/13/11)   ADJUSTED
 DM8095* NAD 83(2007) EPOCH   -  2002.00
 DM8095* NAVD 88 ORTHO HEIGHT -   411.82   (meters)    1351.1   (feet) GPS OBS   
 DM8095  ______________________________________________________________________
 DM8095  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 DM8095  NAD 83(2007) X  -   -299,845.949 (meters)                     COMP
 DM8095  NAD 83(2007) Y  - -4,300,790.490 (meters)                     COMP
 DM8095  NAD 83(2007) Z  -  4,685,177.042 (meters)                     COMP
 DM8095  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC09
 DM8095  HORZ ORDER      -  FIRST
 DM8095  ELLP ORDER      -  FOURTH    CLASS I
 DM8095
 DM8095.The horizontal coordinates were established by GPS observations
 DM8095.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8095
 DM8095.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8095.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8095
 DM8095.The horizontal coordinates are valid at the epoch date displayed above
 DM8095.which is a decimal equivalence of Year/Month/Day.
 DM8095
 DM8095.The orthometric height was determined by GPS observations and a
 DM8095.high-resolution geoid model using precise GPS observation and
 DM8095.processing techniques.
 DM8095
 DM8095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8095
 DM8095.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8095
 DM8095.The ellipsoidal height was determined by GPS observations
 DM8095.and is referenced to NAD 83.
 DM8095
 DM8095. The following values were computed from the NAD 83(2007) position.
 DM8095
 DM8095;                    North         East     Units Scale Factor Converg.
 DM8095;SPC MN N     -   219,549.606   733,183.061   MT  0.99991334   -0 39 29.9
 DM8095;SPC MN N     -   720,305.67  2,405,451.43   sFT  0.99991334   -0 39 29.9
 DM8095;UTM  15      - 5,269,192.870   425,681.800   MT  0.99966787   -0 43 45.9
 DM8095
 DM8095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8095!SPC MN N     -   0.99993995  x   0.99991334  =   0.99985329
 DM8095!UTM  15      -   0.99993995  x   0.99966787  =   0.99960784
 DM8095
 DM8095                          SUPERSEDED SURVEY CONTROL
 DM8095
 DM8095.No superseded survey control is available for this station.
 DM8095
 DM8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2568169192(NAD 83)
 DM8095
 DM8095_MARKER: DD = SURVEY DISK
 DM8095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8095_STAMPING: 29 DLS 1969
 DM8095_MARK LOGO: USGS  
 DM8095_PROJECTION: FLUSH
 DM8095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8095+STABILITY: SURFACE MOTION
 DM8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8095+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2008
 DM8095
 DM8095  HISTORY     - Date     Condition        Report By
 DM8095  HISTORY     - 19690401 MONUMENTED       USGS
 DM8095  HISTORY     - 20080722 GOOD             MNDT
 DM8095
 DM8095                          STATION DESCRIPTION
 DM8095
 DM8095'DESCRIBED BY MN DEPT OF TRANSP 2008 (GC)
 DM8095'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8095'THE MARK IS 1.0 MILE NORTH OF INGER, 64 FEET NORTH AND 87 FEET EAST OF
 DM8095'TEE-ROAD EAST, 47 FEET NORTHEAST OF POWER POLE, 14 FEET SOUTH OF BIRCH
 DM8095'TREE CLUMP, 2.0 FEET NORTH OF WITNESS POST.  FROM DEER RIVER GO
 DM8095'NORTHWEST ON TRUNK HIGHWAY 46 THEN NORTHEAST ON COUNTY ROAD 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6020 ***********************************************************************
 DH6020  DESIGNATION -  29 DRL
 DH6020  PID         -  DH6020
 DH6020  STATE/COUNTY-  MN/DOUGLAS
 DH6020  COUNTRY     -  US
 DH6020  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DH6020
 DH6020                         *CURRENT SURVEY CONTROL
 DH6020  ______________________________________________________________________
 DH6020* NAD 83(1986) POSITION- 45 55 24.     (N) 095 14 35.     (W)   SCALED    
 DH6020* NAVD 88 ORTHO HEIGHT -   414.348  (meters)    1359.41  (feet) ADJUSTED  
 DH6020  ______________________________________________________________________
 DH6020  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 DH6020  DYNAMIC HEIGHT  -        414.347 (meters)     1359.40  (feet) COMP
 DH6020  MODELED GRAVITY -    980,600.3   (mgal)                       NAVD 88
 DH6020
 DH6020  VERT ORDER      -  THIRD
 DH6020
 DH6020.The horizontal coordinates were scaled from a topographic map and have
 DH6020.an estimated accuracy of +/- 6 seconds.
 DH6020.
 DH6020.The orthometric height was determined by differential leveling and
 DH6020.adjusted in May 2009.
 DH6020
 DH6020.No vertical observational check was made to the station.
 DH6020
 DH6020.The dynamic height is computed by dividing the NAVD 88
 DH6020.geopotential number by the normal gravity value computed on the
 DH6020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6020.degrees latitude (g = 980.6199 gals.).
 DH6020
 DH6020.The modeled gravity was interpolated from observed gravity values.
 DH6020
 DH6020;                    North         East    Units  Estimated Accuracy
 DH6020;SPC MN C     -   203,110.      722,980.      MT  (+/- 180 meters Scaled)
 DH6020
 DH6020                          SUPERSEDED SURVEY CONTROL
 DH6020
 DH6020.No superseded survey control is available for this station.
 DH6020
 DH6020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL260879(NAD 83)
 DH6020
 DH6020_MARKER: DB = BENCH MARK DISK
 DH6020_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH6020_SP_SET: CONCRETE HEADWALL
 DH6020_STAMPING: 29 DRL 1965
 DH6020_MARK LOGO: USGS  
 DH6020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6020+STABILITY: SURFACE MOTION
 DH6020
 DH6020  HISTORY     - Date     Condition        Report By
 DH6020  HISTORY     - 1965     MONUMENTED       USGS
 DH6020  HISTORY     - 19670620 GOOD             USGS
 DH6020
 DH6020                          STATION DESCRIPTION
 DH6020
 DH6020'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6020'NELSON, 2.5 MI (4.0 KM) NORTH AND 1.0 MI (1.6 KM) EAST OF, BELLE
 DH6020'RIVER, 4.5 MI (7.2 KM) SOUTH AND 0.5 MI (0.8 KM) WEST OF, 0.35 MI
 DH6020'(0.56 KM) NORTH OF CORNER OF SECTIONS 5, 6, 7 AND 8, T. 128 NORTH, R.
 DH6020'36 WEST, 12 FT (3.7 M) WEST AND ABOUT LEVEL WITH THE CENTER OF ROAD,
 DH6020'ON THE WEST HEADWALL OF A CONCRETE AND ROCK AND METAL BRIDGE, STANDARD
 DH6020'TABLET STAMPED 29 DRL 1965
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3131 ***********************************************************************
 DH3131  DESIGNATION -  29 DWB
 DH3131  PID         -  DH3131
 DH3131  STATE/COUNTY-  MN/PIPESTONE
 DH3131  COUNTRY     -  US
 DH3131  USGS QUAD   -  ELKTON SW (1967)
 DH3131
 DH3131                         *CURRENT SURVEY CONTROL
 DH3131  ______________________________________________________________________
 DH3131* NAD 83(2007) POSITION- 44 06 39.60052(N) 096 26 48.56449(W)   ADJUSTED  
 DH3131* NAD 83(2007) ELLIP HT-   492.461 (meters)        (02/10/07)   ADJUSTED
 DH3131* NAD 83(2007) EPOCH   -  2002.00
 DH3131* NAVD 88 ORTHO HEIGHT -   518.4    (meters)    1701.    (feet) GPS OBS   
 DH3131  ______________________________________________________________________
 DH3131  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3131  GEOID HEIGHT    -        -25.88  (meters)                     GEOID03
 DH3131  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DH3131  NAD 83(2007) X  -   -515,061.552 (meters)                     COMP
 DH3131  NAD 83(2007) Y  - -4,558,246.181 (meters)                     COMP
 DH3131  NAD 83(2007) Z  -  4,417,298.131 (meters)                     COMP
 DH3131  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC09
 DH3131
 DH3131  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3131  Type                                         Horiz  Ellip  Dist(km)
 DH3131  -------------------------------------------------------------------
 DH3131  NETWORK                                       0.56   0.90
 DH3131  -------------------------------------------------------------------
 DH3131  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.80      9.57
 DH3131  -------------------------------------------------------------------
 DH3131  NOTE: Click here for information on individual local accuracy
 DH3131  values and other accuracy information.
 DH3131
 DH3131
 DH3131.The horizontal coordinates were established by GPS observations
 DH3131.and adjusted by the National Geodetic Survey in February 2007.
 DH3131
 DH3131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3131.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3131
 DH3131.The horizontal coordinates are valid at the epoch date displayed above
 DH3131.which is a decimal equivalence of Year/Month/Day.
 DH3131
 DH3131.The orthometric height was determined by GPS observations and a
 DH3131.high-resolution geoid model.
 DH3131
 DH3131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3131
 DH3131.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3131
 DH3131.The ellipsoidal height was determined by GPS observations
 DH3131.and is referenced to NAD 83.
 DH3131
 DH3131. The following values were computed from the NAD 83(2007) position.
 DH3131
 DH3131;                    North         East     Units Scale Factor Converg.
 DH3131;SPC MN S     -   226,376.372   604,155.850   MT  0.99994513   -1 42 54.2
 DH3131;SPC MN S     -   742,703.15  1,982,134.65   sFT  0.99994513   -1 42 54.2
 DH3131;UTM  14      - 4,887,371.248   704,318.842   MT  1.00011346   +1 46 39.9
 DH3131
 DH3131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3131!SPC MN S     -   0.99992279  x   0.99994513  =   0.99986792
 DH3131!UTM  14      -   0.99992279  x   1.00011346  =   1.00003624
 DH3131
 DH3131                          SUPERSEDED SURVEY CONTROL
 DH3131
 DH3131  NAD 83(1996)-  44 06 39.59997(N)    096 26 48.56390(W) AD(       ) 1
 DH3131  ELLIP H (04/27/05)  492.491  (m)                       GP(       ) 3 2
 DH3131
 DH3131.Superseded values are not recommended for survey control.
 DH3131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3131.See file dsdata.txt to determine how the superseded data were derived.
 DH3131
 DH3131_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP0431887371(NAD 83)
 DH3131
 DH3131_MARKER: DD = SURVEY DISK
 DH3131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3131_STAMPING: 29 DWB 1965
 DH3131_MARK LOGO: USGS  
 DH3131_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3131+STABILITY: SURFACE MOTION
 DH3131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3131+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 DH3131
 DH3131  HISTORY     - Date     Condition        Report By
 DH3131  HISTORY     - 1965     MONUMENTED       USGS
 DH3131  HISTORY     - 20040623 GOOD             MNDT
 DH3131
 DH3131                          STATION DESCRIPTION
 DH3131
 DH3131'DESCRIBED BY MN DEPT OF TRANSP 2004 (MP)
 DH3131'8 MILES NORTHWEST OF PIPESTONE, 0.25 MILE EAST OF SOUTH DAKOTA, FROM
 DH3131'THE NORTH   JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 23 IN
 DH3131'PIPESTONE GO 7.5 MILES NORTH  ALONG TRUNK HIGHWAY 75  TO MILEPOINT
 DH3131'44.0,THEN 7.0 MILES WEST ON COUNTY ROAD 8 (181 ST),  384 FEET EAST OF
 DH3131'10 AV, 36 FEET SOUTH OF THE CENTER OF 181 STREET, 135.3 FEET WEST OF
 DH3131'POLE  NUMBER 159 ( NORTH POLE OF THREE) , 1 FOOT NORTH OF FENCELINE,
 DH3131'0.6 FOOT NORTH OF WITNESS  POST.   THE MARK IS A DEPARTMENT OF
 DH3131'INTERIOR DISK SET IN CONCRETE, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1989 ***********************************************************************
 PP1989  DESIGNATION -  29 ES
 PP1989  PID         -  PP1989
 PP1989  STATE/COUNTY-  MN/CARVER
 PP1989  COUNTRY     -  US
 PP1989  USGS QUAD   -  SHAKOPEE (1993)
 PP1989
 PP1989                         *CURRENT SURVEY CONTROL
 PP1989  ______________________________________________________________________
 PP1989* NAD 83(1986) POSITION- 44 52 13.99   (N) 093 35 36.40   (W)   HD_HELD1  
 PP1989* NAVD 88 ORTHO HEIGHT -   293.226  (meters)     962.03  (feet) ADJUSTED  
 PP1989  ______________________________________________________________________
 PP1989  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 PP1989  DYNAMIC HEIGHT  -        293.222 (meters)      962.01  (feet) COMP
 PP1989  MODELED GRAVITY -    980,592.7   (mgal)                       NAVD 88
 PP1989
 PP1989  VERT ORDER      -  SECOND    CLASS I
 PP1989
 PP1989.The horizontal coordinates were established by differentially corrected
 PP1989.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1989.
 PP1989.The orthometric height was determined by differential leveling and
 PP1989.adjusted in November 1999.
 PP1989
 PP1989.WARNING-Repeat measurements at this control monument indicate possible
 PP1989.vertical movement.
 PP1989
 PP1989.Photographs are available for this station.
 PP1989
 PP1989.The dynamic height is computed by dividing the NAVD 88
 PP1989.geopotential number by the normal gravity value computed on the
 PP1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1989.degrees latitude (g = 980.6199 gals.).
 PP1989
 PP1989.The modeled gravity was interpolated from observed gravity values.
 PP1989
 PP1989;                    North         East    Units  Estimated Accuracy
 PP1989;SPC MN S     -   307,921.8     832,125.7     MT  (+/- 3 meters HH1 GPS) 
 PP1989
 PP1989                          SUPERSEDED SURVEY CONTROL
 PP1989
 PP1989  NAVD 88 (06/15/91)  293.089  (m)          961.58   (f) SUPERSEDED  2 0
 PP1989  NGVD 29 (??/??/92)  293.035  (m)          961.40   (f) ADJ UNCH    2 0
 PP1989
 PP1989.Superseded values are not recommended for survey control.
 PP1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1989.See file dsdata.txt to determine how the superseded data were derived.
 PP1989
 PP1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5312268741(NAD 83)
 PP1989
 PP1989_MARKER: DB = BENCH MARK DISK
 PP1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1989_STAMPING: 29 ES 1955
 PP1989_MARK LOGO: USGS  
 PP1989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1989+STABILITY: SURFACE MOTION
 PP1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1989+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 PP1989
 PP1989  HISTORY     - Date     Condition        Report By
 PP1989  HISTORY     - 1955     MONUMENTED       USGS
 PP1989  HISTORY     - 1971     GOOD             MNDT
 PP1989  HISTORY     - 1973     GOOD             LOCSUR
 PP1989  HISTORY     - 1978     GOOD             MNDT
 PP1989  HISTORY     - 19920727 GOOD             MNDT
 PP1989  HISTORY     - 20021010 GOOD             USPSQD
 PP1989  HISTORY     - 20060717 GOOD             USPSQD
 PP1989
 PP1989                          STATION DESCRIPTION
 PP1989
 PP1989'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1989'1.6 MI S FROM EXCELSIOR.
 PP1989'MARK IS LOCATED 1.6 MILES SOUTH ALONG T.H. 41 FROM THE JUNCTION OF
 PP1989'T.H. 41 AND T.H. 7 IN EXCELSIOR, 0.6 MILES NORTH OF T.H. 5, 69 FEET
 PP1989'EAST OF, AND 3 FEET LOWER THAN THE T.H. 41 CENTERLINE AT MILE MARKER
 PP1989'7.7, 42 FEET SOUTH OF A T ROAD WEST CENTERLINE, 25 FEET SOUTH OF THE
 PP1989'WESTEND OF A CULVERT (UNDER A DRIVEWAY), 15 FEET NORTH OF AN 18 INCH
 PP1989'OAK TREE, 1 FOOT WEST OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT
 PP1989'PROJECTING 8 INCHES ABOVE GROUND.  SW 1/4, SEC 9, T 116N, R 23W.
 PP1989
 PP1989                          STATION RECOVERY (1973)
 PP1989
 PP1989'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 PP1989'MARK IS LOCATED 1.6 MILES SOUTH ALONG T.H. 41 FROM THE JUNCTION OF
 PP1989'T.H. 41 AND T.H. 7 IN EXCELSIOR, 0.6 MILES NORTH OF T. H. 5. IT IS 69
 PP1989'FEET EAST OF, AND 3 FEET LOWER THAN THE T. H. 41 CENTERLINE, 33.5
 PP1989'FEET SOUTH OF THE WESTEND OF A CULVERT (UNDER A DRIVEWAY), AND 15
 PP1989'FEET NORTH OF AN 18 INCH OAK TREE. IT IS 1 FOOT WEST OF A STEEL
 PP1989'WITNESS POST, IN A CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE
 PP1989'GROUND.
 PP1989
 PP1989                          STATION RECOVERY (1978)
 PP1989
 PP1989'RECOVERY NOTE BY MN DEPT OF TRANSP 1978 (EGS)
 PP1989'THE MARK IS LOCATED IN THE TOWN OF CHANHASSEN  1.6 MILES SOUTH ALONG
 PP1989'TRUNK HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 IN EXCELSIOR,
 PP1989'0.6 MILE NORTH ALONG HIGHWAY 41 FROM ITS JUNCTION WITH TRUNK HIGHWAY 5
 PP1989'AND IS IN THE SW 1/4 OF SECTION 9, T116N, R23W.  THE MARK IS 69 FEET
 PP1989'EAST OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 41 AT
 PP1989'MILE POINT 7.7, 42 FEET SOUTH OF THE EXTENSION OF THE CENTERLINE OF A
 PP1989'T-ROAD WEST, 25 FEET SOUTH OF THE WEST END OF A CULVERT UNDER A
 PP1989'DRIVEWAY, 15 FEET NORTH OF AN 18 INCH OAK TREE AND 1 FOOT WEST OF A
 PP1989'STEEL WITNESS POST.  THE MARK, A USGS STANDARD DISK STAMPED---29 ES
 PP1989'1955---, IS SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 8
 PP1989'INCHES ABOVE THE SURFACE OF THE GROUND.
 PP1989
 PP1989                          STATION RECOVERY (1992)
 PP1989
 PP1989'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 PP1989'RECOVERED AS DESCRIBED.
 PP1989
 PP1989                          STATION RECOVERY (2002)
 PP1989
 PP1989'RECOVERY NOTE BY US POWER SQUADRON 2002 (SL)
 PP1989'RECOVERED IN GOOD CONDITION.
 PP1989
 PP1989                          STATION RECOVERY (2006)
 PP1989
 PP1989'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 PP1989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI2027 ***********************************************************************
 AI2027  DESIGNATION -  29 HEH
 AI2027  PID         -  AI2027
 AI2027  STATE/COUNTY-  MN/ROSEAU
 AI2027  COUNTRY     -  US
 AI2027  USGS QUAD   -  WARROAD (1994)
 AI2027
 AI2027                         *CURRENT SURVEY CONTROL
 AI2027  ______________________________________________________________________
 AI2027* NAD 83(1986) POSITION- 48 58 25.     (N) 095 21 37.     (W)   SCALED    
 AI2027* NAVD 88 ORTHO HEIGHT -   329.612  (meters)    1081.40  (feet) ADJUSTED  
 AI2027  ______________________________________________________________________
 AI2027  GEOID HEIGHT    -        -28.55  (meters)                     GEOID09
 AI2027  DYNAMIC HEIGHT  -        329.707 (meters)     1081.71  (feet) COMP
 AI2027  MODELED GRAVITY -    980,887.0   (mgal)                       NAVD 88
 AI2027
 AI2027  VERT ORDER      -  SECOND    CLASS I
 AI2027
 AI2027.The horizontal coordinates were scaled from a topographic map and have
 AI2027.an estimated accuracy of +/- 6 seconds.
 AI2027.
 AI2027.The orthometric height was determined by differential leveling and
 AI2027.adjusted in August 2000.
 AI2027
 AI2027.No vertical observational check was made to the station.
 AI2027
 AI2027.The dynamic height is computed by dividing the NAVD 88
 AI2027.geopotential number by the normal gravity value computed on the
 AI2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2027.degrees latitude (g = 980.6199 gals.).
 AI2027
 AI2027.The modeled gravity was interpolated from observed gravity values.
 AI2027
 AI2027;                    North         East    Units  Estimated Accuracy
 AI2027;SPC MN N     -   377,440.      634,530.      MT  (+/- 180 meters Scaled)
 AI2027
 AI2027                          SUPERSEDED SURVEY CONTROL
 AI2027
 AI2027.No superseded survey control is available for this station.
 AI2027
 AI2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ272272(NAD 83)
 AI2027
 AI2027_MARKER: DB = BENCH MARK DISK
 AI2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2027_STAMPING: 29 HEH 1966
 AI2027_MARK LOGO: USGS  
 AI2027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2027+STABILITY: SURFACE MOTION
 AI2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI2027+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1998
 AI2027
 AI2027  HISTORY     - Date     Condition        Report By
 AI2027  HISTORY     - 1966     MONUMENTED       USGS
 AI2027  HISTORY     - 19980106 GOOD             MNDT
 AI2027
 AI2027                          STATION DESCRIPTION
 AI2027
 AI2027'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AI2027'4.30 MI (6.92 KM) NNW ALONG TH 313 FROM JCT OF TH 313 AND TH 11 IN
 AI2027'WARROAD, AT TH 313 MP 4.35, 91 FT (27.7 M) SSW OF TH 313, 35.5 FT
 AI2027'(10.8 M) SOUTH OF GRAVEL RD, 3.8 FT (1.2 M) SSE OF P-POLE, 2.7 FT (0.8
 AI2027'M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0477 ***********************************************************************
 PQ0477  DESIGNATION -  29 LMT
 PQ0477  PID         -  PQ0477
 PQ0477  STATE/COUNTY-  MN/YELLOW MEDICINE
 PQ0477  COUNTRY     -  US
 PQ0477  USGS QUAD   -  WOOD LAKE (1962)
 PQ0477
 PQ0477                         *CURRENT SURVEY CONTROL
 PQ0477  ______________________________________________________________________
 PQ0477* NAD 83(1986) POSITION- 44 44 45.     (N) 095 33 50.     (W)   SCALED    
 PQ0477* NAVD 88 ORTHO HEIGHT -   317.155  (meters)    1040.53  (feet) ADJUSTED  
 PQ0477  ______________________________________________________________________
 PQ0477  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PQ0477  DYNAMIC HEIGHT  -        317.121 (meters)     1040.42  (feet) COMP
 PQ0477  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 PQ0477
 PQ0477  VERT ORDER      -  SECOND    CLASS 0
 PQ0477
 PQ0477.The horizontal coordinates were scaled from a topographic map and have
 PQ0477.an estimated accuracy of +/- 6 seconds.
 PQ0477.
 PQ0477.The orthometric height was determined by differential leveling and
 PQ0477.adjusted in June 1991.
 PQ0477
 PQ0477.The dynamic height is computed by dividing the NAVD 88
 PQ0477.geopotential number by the normal gravity value computed on the
 PQ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0477.degrees latitude (g = 980.6199 gals.).
 PQ0477
 PQ0477.The modeled gravity was interpolated from observed gravity values.
 PQ0477
 PQ0477;                    North         East    Units  Estimated Accuracy
 PQ0477;SPC MN S     -   295,170.      676,160.      MT  (+/- 180 meters Scaled)
 PQ0477
 PQ0477                          SUPERSEDED SURVEY CONTROL
 PQ0477
 PQ0477  NGVD 29 (??/??/92)  316.974  (m)         1039.94   (f) ADJ UNCH    2 0
 PQ0477
 PQ0477.Superseded values are not recommended for survey control.
 PQ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0477.See file dsdata.txt to determine how the superseded data were derived.
 PQ0477
 PQ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK970579(NAD 83)
 PQ0477
 PQ0477_MARKER: DD = SURVEY DISK
 PQ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0477_STAMPING: 29LMT 1040 1964
 PQ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0477+STABILITY: SURFACE MOTION
 PQ0477
 PQ0477  HISTORY     - Date     Condition        Report By
 PQ0477  HISTORY     - 1964     MONUMENTED       USGS
 PQ0477  HISTORY     - 1971     GOOD             MNDT
 PQ0477
 PQ0477                          STATION DESCRIPTION
 PQ0477
 PQ0477'DESCRIBED BY MN DEPT OF TRANSP 1971
 PQ0477'4.4 MI NE FROM HANLEY FALLS.
 PQ0477'MARK IS LOCATED 4.2 MILES NORTHEAST ALONG THE BURLINGTON NORTHERN
 PQ0477'RAILWAY FROM THE JUNCTION OF THE BURLINGTON NORTHERN AND THE CHICAGO,
 PQ0477'NORTHWESTERN RAILWAYS, THENCE ABOUT 0.6 MILE EAST ALONG A TOWNSHIP
 PQ0477'ROAD, 182 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD (COUNTY
 PQ0477'ROAD 39) 50 FEET SOUTH OF AN EAST-WEST ROAD (COUNTY ROAD 17) 2 FT.
 PQ0477'NORTH OF A TELEPHONE POLE, IN THE TOP OF A CONCRETE MONUMENT
 PQ0477'PROJECTING 2 INCHES ABOVE THE GROUND AND 4 FEET BELOW LEVEL OF COUNTY
 PQ0477'ROAD.  NW 1/4, SEC 28, T 115N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1934 ***********************************************************************
 DM1934  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1934  DESIGNATION -  29 NH
 DM1934  PID         -  DM1934
 DM1934  STATE/COUNTY-  MN/SWIFT
 DM1934  COUNTRY     -  US
 DM1934  USGS QUAD   -  DE GRAFF SE (1968)
 DM1934
 DM1934                         *CURRENT SURVEY CONTROL
 DM1934  ______________________________________________________________________
 DM1934* NAD 83(2007) POSITION- 45 15 11.30926(N) 095 17 50.32145(W)   ADJUSTED  
 DM1934* NAD 83(2007) ELLIP HT-   324.156 (meters)        (08/04/10)   ADJUSTED
 DM1934* NAD 83(2007) EPOCH   -  2002.00
 DM1934* NAVD 88 ORTHO HEIGHT -   350.71   (meters)    1150.6   (feet) GPS OBS   
 DM1934  ______________________________________________________________________
 DM1934  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1934  GEOID HEIGHT    -        -26.51  (meters)                     GEOID03
 DM1934  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DM1934  NAD 83(2007) X  -   -415,261.886 (meters)                     COMP
 DM1934  NAD 83(2007) Y  - -4,478,672.069 (meters)                     COMP
 DM1934  NAD 83(2007) Z  -  4,507,427.436 (meters)                     COMP
 DM1934  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC09
 DM1934  HORZ ORDER      -  FIRST
 DM1934  ELLP ORDER      -  THIRD     CLASS I
 DM1934
 DM1934.The horizontal coordinates were established by GPS observations
 DM1934.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1934
 DM1934.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1934.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1934
 DM1934.The horizontal coordinates are valid at the epoch date displayed above
 DM1934.which is a decimal equivalence of Year/Month/Day.
 DM1934
 DM1934.The orthometric height was determined by GPS observations and a
 DM1934.high-resolution geoid model using precise GPS observation and
 DM1934.processing techniques.
 DM1934
 DM1934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1934
 DM1934.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1934
 DM1934.The ellipsoidal height was determined by GPS observations
 DM1934.and is referenced to NAD 83.
 DM1934
 DM1934. The following values were computed from the NAD 83(2007) position.
 DM1934
 DM1934;                    North         East     Units Scale Factor Converg.
 DM1934;SPC MN S     -   351,167.070   698,165.949   MT  1.00000817   -0 54 33.6
 DM1934;SPC MN S     - 1,152,120.63  2,290,566.12   sFT  1.00000817   -0 54 33.6
 DM1934;UTM  15      - 5,013,639.200   319,736.126   MT  0.99999956   -1 37 55.4
 DM1934
 DM1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1934!SPC MN S     -   0.99994918  x   1.00000817  =   0.99995735
 DM1934!UTM  15      -   0.99994918  x   0.99999956  =   0.99994874
 DM1934
 DM1934                          SUPERSEDED SURVEY CONTROL
 DM1934
 DM1934.No superseded survey control is available for this station.
 DM1934
 DM1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL1973613639(NAD 83)
 DM1934
 DM1934_MARKER: DB = BENCH MARK DISK
 DM1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1934_STAMPING: 29 NH 1956
 DM1934_MARK LOGO: USGS  
 DM1934_PROJECTION: FLUSH
 DM1934_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1934+STABILITY: SURFACE MOTION
 DM1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1934+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DM1934
 DM1934  HISTORY     - Date     Condition        Report By
 DM1934  HISTORY     - 19560401 MONUMENTED       USGS
 DM1934  HISTORY     - 20061122 GOOD             MNDT
 DM1934
 DM1934                          STATION DESCRIPTION
 DM1934
 DM1934'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1934'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1934'THE MARK IS 4.3 MILES NORTH OF KERKHOVEN, 4.2 MILES NORTH ALONG COUNTY
 DM1934'ROAD 35 FROM THE JUNCTION OF COUNTY ROAD 35 AND TRUNK HIGHWAY 12 IN
 DM1934'KERKHOVEN, THEN 0.9 MILE EAST ON 50TH STREET, 47 FEET SOUTH AND 335
 DM1934'FEET WEST OF CROSSROADS, 1.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0206 ***********************************************************************
 QP0206  DESIGNATION -  290/3 CAP
 QP0206  PID         -  QP0206
 QP0206  STATE/COUNTY-  MN/STEARNS
 QP0206  COUNTRY     -  US
 QP0206  USGS QUAD   -  ST CLOUD (1993)
 QP0206
 QP0206                         *CURRENT SURVEY CONTROL
 QP0206  ______________________________________________________________________
 QP0206* NAD 83(1986) POSITION- 45 35 47.97   (N) 094 11 15.9    (W)   SCALED    
 QP0206* NAVD 88 ORTHO HEIGHT -   308.446  (meters)    1011.96  (feet) ADJUSTED  
 QP0206  ______________________________________________________________________
 QP0206  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 QP0206  DYNAMIC HEIGHT  -        308.441 (meters)     1011.94  (feet) COMP
 QP0206  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 QP0206
 QP0206  VERT ORDER      -  SECOND    CLASS 0
 QP0206
 QP0206.The horizontal coordinates were scaled from a topographic map and have
 QP0206.an estimated accuracy of +/- 6 seconds.
 QP0206.
 QP0206.The orthometric height was determined by differential leveling and
 QP0206.adjusted in June 1991.
 QP0206
 QP0206.Photographs are available for this station.
 QP0206
 QP0206.The dynamic height is computed by dividing the NAVD 88
 QP0206.geopotential number by the normal gravity value computed on the
 QP0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0206.degrees latitude (g = 980.6199 gals.).
 QP0206
 QP0206.The modeled gravity was interpolated from observed gravity values.
 QP0206
 QP0206;                    North         East    Units  Estimated Accuracy
 QP0206;SPC MN C     -   166,290.      804,880.      MT  (+/- 180 meters Scaled)
 QP0206
 QP0206                          SUPERSEDED SURVEY CONTROL
 QP0206
 QP0206  NGVD 29 (??/??/92)  308.329  (m)         1011.58   (f) ADJ UNCH    2 0
 QP0206
 QP0206.Superseded values are not recommended for survey control.
 QP0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0206.See file dsdata.txt to determine how the superseded data were derived.
 QP0206
 QP0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0736349921(NAD 83)
 QP0206
 QP0206_MARKER: I = METAL ROD
 QP0206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QP0206+WITH SETTING: INFORMATION.
 QP0206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0206_STAMPING: UNSTAMPED
 QP0206_MARK LOGO: MRC   
 QP0206_PROJECTION: PROJECTING 30 CENTIMETERS
 QP0206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0206+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 QP0206
 QP0206  HISTORY     - Date     Condition        Report By
 QP0206  HISTORY     - 1898     MONUMENTED       MRC
 QP0206  HISTORY     - 1974     GOOD             MNDT
 QP0206  HISTORY     - 20050420 GOOD             MNDT
 QP0206  HISTORY     - 20110817 GOOD             GEOCAC
 QP0206
 QP0206                          STATION DESCRIPTION
 QP0206
 QP0206'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0206'2 MI N FROM ST CLOUD.
 QP0206'THE MARK IS LOCATED 1 MILE NORTHWEST ALONG THE MISSISSIPPI RIVER FROM
 QP0206'SAUK RAPIDS, 1.4 MILES NORTHWEST ALONG COUNTY ROAD 1 FROM THE
 QP0206'INTERSECTION OF COUNTY ROAD 1 AND T.H. 152 WHICH IS NEAR THE WEST END
 QP0206'OF THE T.H. 152 BRIDGE OVER THE MISSISSIPPI RIVER, AND ABOUT 0.1 MILE
 QP0206'NORTHEAST OF COUNTY ROAD 1.  IT IS IN THE BACK YARD OF A ONE AND HALF
 QP0206'STORY FRAME HOUSE (HOUSE NO. 776), 200 FEET SOUTHWEST OF THE SOUTHWEST
 QP0206'BANK OF THE MISSISSIPPI RIVER, 480 FEET SOUTHEAST OF PROPOSED T.H.
 QP0206'152, 96 FEET WEST OF A 20 INCH POPLAR TREE, AND 60 FEET SOUTHWEST OF A
 QP0206'10 INCH BOX ELDER TREE.  IT IS AN MRC CAP ON A 3 1/2 INCH IRON PIPE
 QP0206'WHICH PROJECTS 12 INCHES.  NE 1/4, SEC 34, T 125N, R 28W.
 QP0206
 QP0206                          STATION RECOVERY (2005)
 QP0206
 QP0206'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0206'2 MILES NORTH OF SAINT CLOUD, 1.0 MILES NORTHWEST OF SAUK RIVER, AT
 QP0206'JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 1, 0.25 MILES SOUTHEAST
 QP0206'ON COUNTY ROAD 1, TO MILE POINT 154.10, THEN 0.20 MILES NORTH ON
 QP0206'FRONTAGE ROAD (RIVER VISTA LANE),  IN BACK YARD OF HOUSE 32674, 480
 QP0206'FEET SOUTHEAST OF TRUNK HIGHWAY 15, 200 FEET SOUTHWEST OF RIVER BANK
 QP0206
 QP0206                          STATION RECOVERY (2011)
 QP0206
 QP0206'RECOVERY NOTE BY GEOCACHING 2011 (MEL)
 QP0206'HH2  453548.0 941115.9
 QP0206' 
 QP0206' 
 QP0206' 
 QP0206' 
 QP0206' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6649 ***********************************************************************
 DF6649  DESIGNATION -  2901 A
 DF6649  PID         -  DF6649
 DF6649  STATE/COUNTY-  MN/HUBBARD
 DF6649  COUNTRY     -  US
 DF6649  USGS QUAD   -  PARK RAPIDS NW (1969)
 DF6649
 DF6649                         *CURRENT SURVEY CONTROL
 DF6649  ______________________________________________________________________
 DF6649* NAD 83(2007) POSITION- 46 55 14.27702(N) 095 08 38.44622(W)   ADJUSTED  
 DF6649* NAD 83(2007) ELLIP HT-   418.794 (meters)        (02/10/07)   ADJUSTED
 DF6649* NAD 83(2007) EPOCH   -  2002.00
 DF6649* NAVD 88 ORTHO HEIGHT -   445.955  (meters)    1463.10  (feet) ADJUSTED  
 DF6649  ______________________________________________________________________
 DF6649  NAD 83(2007) X  -   -391,311.498 (meters)                     COMP
 DF6649  NAD 83(2007) Y  - -4,346,844.752 (meters)                     COMP
 DF6649  NAD 83(2007) Z  -  4,636,048.743 (meters)                     COMP
 DF6649  LAPLACE CORR    -         -4.59  (seconds)                    DEFLEC09
 DF6649  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DF6649  DYNAMIC HEIGHT  -        445.978 (meters)     1463.18  (feet) COMP
 DF6649  MODELED GRAVITY -    980,652.8   (mgal)                       NAVD 88
 DF6649
 DF6649  VERT ORDER      -  SECOND    CLASS I
 DF6649
 DF6649  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6649  Type                                         Horiz  Ellip  Dist(km)
 DF6649  -------------------------------------------------------------------
 DF6649  NETWORK                                       0.85   0.86
 DF6649  -------------------------------------------------------------------
 DF6649  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.74      3.87
 DF6649  -------------------------------------------------------------------
 DF6649  NOTE: Click here for information on individual local accuracy
 DF6649  values and other accuracy information.
 DF6649
 DF6649
 DF6649.The horizontal coordinates were established by GPS observations
 DF6649.and adjusted by the National Geodetic Survey in February 2007.
 DF6649
 DF6649.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6649.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6649
 DF6649.The horizontal coordinates are valid at the epoch date displayed above
 DF6649.which is a decimal equivalence of Year/Month/Day.
 DF6649
 DF6649.The orthometric height was determined by differential leveling and
 DF6649.adjusted in December 2004.
 DF6649
 DF6649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6649
 DF6649.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6649
 DF6649.The ellipsoidal height was determined by GPS observations
 DF6649.and is referenced to NAD 83.
 DF6649
 DF6649.The dynamic height is computed by dividing the NAVD 88
 DF6649.geopotential number by the normal gravity value computed on the
 DF6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6649.degrees latitude (g = 980.6199 gals.).
 DF6649
 DF6649.The modeled gravity was interpolated from observed gravity values.
 DF6649
 DF6649. The following values were computed from the NAD 83(2007) position.
 DF6649
 DF6649;                    North         East     Units Scale Factor Converg.
 DF6649;SPC MN C     -   313,861.423   731,907.534   MT  0.99997429   -0 38 48.2
 DF6649;SPC MN C     - 1,029,727.02  2,401,266.63   sFT  0.99997429   -0 38 48.2
 DF6649;UTM  15      - 5,198,575.668   336,761.477   MT  0.99992752   -1 33 58.9
 DF6649
 DF6649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6649!SPC MN C     -   0.99993436  x   0.99997429  =   0.99990865
 DF6649!UTM  15      -   0.99993436  x   0.99992752  =   0.99986188
 DF6649
 DF6649                          SUPERSEDED SURVEY CONTROL
 DF6649
 DF6649  NAD 83(1996)-  46 55 14.27661(N)    095 08 38.44624(W) AD(       ) 1
 DF6649  ELLIP H (08/01/03)  418.821  (m)                       GP(       ) 3 1
 DF6649  NAVD 88 (08/01/03)  445.95   (m)         1463.1    (f) LEVELING    3  
 DF6649
 DF6649.Superseded values are not recommended for survey control.
 DF6649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6649.See file dsdata.txt to determine how the superseded data were derived.
 DF6649
 DF6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3676198575(NAD 83)
 DF6649
 DF6649_MARKER: DB = BENCH MARK DISK
 DF6649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6649_STAMPING: 2901 A 1990
 DF6649_MARK LOGO: MNDT  
 DF6649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6649+STABILITY: SURFACE MOTION
 DF6649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6649+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 DF6649
 DF6649  HISTORY     - Date     Condition        Report By
 DF6649  HISTORY     - 1968     MONUMENTED       MNDT
 DF6649  HISTORY     - 20010124 GOOD             MNDT
 DF6649  HISTORY     - 20010401 GOOD             MNDT
 DF6649
 DF6649                          STATION DESCRIPTION
 DF6649
 DF6649'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF6649'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 DF6649'WEST ON TH 34 FROM JCT OF TH 34 AND TH 71 AT PARK RAPIDS, AT TH 34 MP
 DF6649'70.9, 75.3 FT (23.0 M) SOUTH OF TH 34, AT TH 34 STA 312+30, 34 FT
 DF6649'(10.4 M) WEST OF TWP RD, 41.4 FT (12.6 M) ENE OF P-POLE, 2.3 FT (0.7
 DF6649'M) WEST OF UNDERGROUND TEL CABLE MARKER POST, 0.3 FT (9.1 CM) WEST OF
 DF6649'WIT POST.  MARK IS MAGNETIC. DISK SET UNSTAMPED IN 1968, RECOVERED AND
 DF6649'STAMPED IN 1990.
 DF6649
 DF6649                          STATION RECOVERY (2001)
 DF6649
 DF6649'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DF6649'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DF6649'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7140 ***********************************************************************
 DG7140  DESIGNATION -  2901 C
 DG7140  PID         -  DG7140
 DG7140  STATE/COUNTY-  MN/HUBBARD
 DG7140  COUNTRY     -  US
 DG7140  USGS QUAD   -  PARK RAPIDS (1980)
 DG7140
 DG7140                         *CURRENT SURVEY CONTROL
 DG7140  ______________________________________________________________________
 DG7140* NAD 83(1986) POSITION- 46 55 18.8    (N) 095 06 04.6    (W)   HD_HELD2  
 DG7140* NAVD 88 ORTHO HEIGHT -   442.122  (meters)    1450.53  (feet) ADJUSTED  
 DG7140  ______________________________________________________________________
 DG7140  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DG7140  DYNAMIC HEIGHT  -        442.145 (meters)     1450.60  (feet) COMP
 DG7140  MODELED GRAVITY -    980,652.1   (mgal)                       NAVD 88
 DG7140
 DG7140  VERT ORDER      -  SECOND    CLASS I
 DG7140
 DG7140.The horizontal coordinates were established by autonomous hand held GPS
 DG7140.observations and have an estimated accuracy of +/- 10 meters.
 DG7140.
 DG7140.The orthometric height was determined by differential leveling and
 DG7140.adjusted in December 2004.
 DG7140
 DG7140.The dynamic height is computed by dividing the NAVD 88
 DG7140.geopotential number by the normal gravity value computed on the
 DG7140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7140.degrees latitude (g = 980.6199 gals.).
 DG7140
 DG7140.The modeled gravity was interpolated from observed gravity values.
 DG7140
 DG7140;                    North         East    Units  Estimated Accuracy
 DG7140;SPC MN C     -   313,965.      735,164.      MT  (+/- 10 meters HH2 GPS)
 DG7140
 DG7140                          SUPERSEDED SURVEY CONTROL
 DG7140
 DG7140.No superseded survey control is available for this station.
 DG7140
 DG7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4001898627(NAD 83)
 DG7140
 DG7140_MARKER: DB = BENCH MARK DISK
 DG7140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG7140_STAMPING: 2901 C 1968
 DG7140_MARK LOGO: MNDT  
 DG7140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG7140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7140+STABILITY: SURFACE MOTION
 DG7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7140+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2001
 DG7140
 DG7140  HISTORY     - Date     Condition        Report By
 DG7140  HISTORY     - 1968     MONUMENTED       MNDT
 DG7140  HISTORY     - 20010124 GOOD             MNDT
 DG7140
 DG7140                          STATION DESCRIPTION
 DG7140
 DG7140'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG7140'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.1 MI (3.4 KM)
 DG7140'WEST ON TH 34 FROM JCT OF TH 34 AND TH 71 AT PARK RAPIDS, AT TH 34 MP
 DG7140'72.9, 85 FT (25.9 M) NORTH OF TH 34, 69.4 FT (21.2 M) WEST OF CABLE
 DG7140'MARKER 500-10, 54 FT (16.5 M) SOUTH OF P-POLE, 38 FT (11.6 M) WEST OF
 DG7140'129 AVE, 3.3 FT (1.0 M) SOUTH OF GAS PIPELINE MARKER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7139 ***********************************************************************
 DG7139  DESIGNATION -  2901 E
 DG7139  PID         -  DG7139
 DG7139  STATE/COUNTY-  MN/HUBBARD
 DG7139  COUNTRY     -  US
 DG7139  USGS QUAD   -  PARK RAPIDS (1980)
 DG7139
 DG7139                         *CURRENT SURVEY CONTROL
 DG7139  ______________________________________________________________________
 DG7139* NAD 83(1986) POSITION- 46 55 14.     (N) 095 07 22.     (W)   SCALED    
 DG7139* NAVD 88 ORTHO HEIGHT -   442.650  (meters)    1452.26  (feet) ADJUSTED  
 DG7139  ______________________________________________________________________
 DG7139  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DG7139  DYNAMIC HEIGHT  -        442.673 (meters)     1452.34  (feet) COMP
 DG7139  MODELED GRAVITY -    980,652.2   (mgal)                       NAVD 88
 DG7139
 DG7139  VERT ORDER      -  SECOND    CLASS I
 DG7139
 DG7139.The horizontal coordinates were scaled from a topographic map and have
 DG7139.an estimated accuracy of +/- 6 seconds.
 DG7139.
 DG7139.The orthometric height was determined by differential leveling and
 DG7139.adjusted in December 2004.
 DG7139
 DG7139.The dynamic height is computed by dividing the NAVD 88
 DG7139.geopotential number by the normal gravity value computed on the
 DG7139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7139.degrees latitude (g = 980.6199 gals.).
 DG7139
 DG7139.The modeled gravity was interpolated from observed gravity values.
 DG7139
 DG7139;                    North         East    Units  Estimated Accuracy
 DG7139;SPC MN C     -   313,840.      733,530.      MT  (+/- 180 meters Scaled)
 DG7139
 DG7139                          SUPERSEDED SURVEY CONTROL
 DG7139
 DG7139.No superseded survey control is available for this station.
 DG7139
 DG7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM383985(NAD 83)
 DG7139
 DG7139_MARKER: DD = SURVEY DISK
 DG7139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG7139_STAMPING: 2901 E 2000
 DG7139_MARK LOGO: MNDT  
 DG7139_PROJECTION: RECESSED 3 CENTIMETERS
 DG7139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG7139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7139+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DG7139_ROD/PIPE-DEPTH: 19.8 meters
 DG7139
 DG7139  HISTORY     - Date     Condition        Report By
 DG7139  HISTORY     - 2000     MONUMENTED       MNDT
 DG7139
 DG7139                          STATION DESCRIPTION
 DG7139
 DG7139'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG7139'3 MI (4.8 KM) WEST OF PARK RAPIDS, 3.1 MI (5.0 KM) WEST ALONG TH 34
 DG7139'FROM JCT OF TH 34 AND TH 71 IN PARK RAPIDS, AT TH 34 MP 71.9, 97 FT
 DG7139'(29.6 M) SOUTH OF TH 34, 133 FT (40.5 M) WEST OF CO RD 115, 3.3 FT
 DG7139'(1.0 M) SOUTH OF R/W POST, 34.6 FT (10.5 M) ENE OF P-POLE, 2.3 FT (0.7
 DG7139'M) EAST OF WIT POST, MAGNETIC, SUITABLE FOR GPS, RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6188 ***********************************************************************
 DE6188  DESIGNATION -  2902 A
 DE6188  PID         -  DE6188
 DE6188  STATE/COUNTY-  MN/HUBBARD
 DE6188  COUNTRY     -  US
 DE6188  USGS QUAD   -  AKELEY (1996)
 DE6188
 DE6188                         *CURRENT SURVEY CONTROL
 DE6188  ______________________________________________________________________
 DE6188* NAD 83(2007) POSITION- 47 01 31.20683(N) 094 39 50.37702(W)   ADJUSTED  
 DE6188* NAD 83(2007) ELLIP HT-   396.394 (meters)        (02/10/07)   ADJUSTED
 DE6188* NAD 83(2007) EPOCH   -  2002.00
 DE6188* NAVD 88 ORTHO HEIGHT -   423.989  (meters)    1391.04  (feet) ADJUSTED  
 DE6188  ______________________________________________________________________
 DE6188  NAD 83(2007) X  -   -354,187.512 (meters)                     COMP
 DE6188  NAD 83(2007) Y  - -4,341,473.846 (meters)                     COMP
 DE6188  NAD 83(2007) Z  -  4,643,975.236 (meters)                     COMP
 DE6188  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC09
 DE6188  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DE6188  DYNAMIC HEIGHT  -        424.027 (meters)     1391.16  (feet) COMP
 DE6188  MODELED GRAVITY -    980,690.6   (mgal)                       NAVD 88
 DE6188
 DE6188  VERT ORDER      -  SECOND    CLASS I
 DE6188
 DE6188  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6188  Type                                         Horiz  Ellip  Dist(km)
 DE6188  -------------------------------------------------------------------
 DE6188  NETWORK                                       0.79   0.57
 DE6188  -------------------------------------------------------------------
 DE6188  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.78   0.50      3.30
 DE6188  -------------------------------------------------------------------
 DE6188  NOTE: Click here for information on individual local accuracy
 DE6188  values and other accuracy information.
 DE6188
 DE6188
 DE6188.The horizontal coordinates were established by GPS observations
 DE6188.and adjusted by the National Geodetic Survey in February 2007.
 DE6188
 DE6188.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6188.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6188
 DE6188.The horizontal coordinates are valid at the epoch date displayed above
 DE6188.which is a decimal equivalence of Year/Month/Day.
 DE6188
 DE6188.The orthometric height was determined by differential leveling and
 DE6188.adjusted in August 2002.
 DE6188
 DE6188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6188
 DE6188.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6188
 DE6188.The ellipsoidal height was determined by GPS observations
 DE6188.and is referenced to NAD 83.
 DE6188
 DE6188.The dynamic height is computed by dividing the NAVD 88
 DE6188.geopotential number by the normal gravity value computed on the
 DE6188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6188.degrees latitude (g = 980.6199 gals.).
 DE6188
 DE6188.The modeled gravity was interpolated from observed gravity values.
 DE6188
 DE6188. The following values were computed from the NAD 83(2007) position.
 DE6188
 DE6188;                    North         East     Units Scale Factor Converg.
 DE6188;SPC MN C     -   325,199.027   768,528.499   MT  0.99999470   -0 17 58.1
 DE6188;SPC MN C     - 1,066,923.81  2,521,413.92   sFT  0.99999470   -0 17 58.1
 DE6188;UTM  15      - 5,209,323.118   373,554.971   MT  0.99979650   -1 13 03.5
 DE6188
 DE6188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6188!SPC MN C     -   0.99993787  x   0.99999470  =   0.99993257
 DE6188!UTM  15      -   0.99993787  x   0.99979650  =   0.99973438
 DE6188
 DE6188                          SUPERSEDED SURVEY CONTROL
 DE6188
 DE6188  NAD 83(1996)-  47 01 31.20662(N)    094 39 50.37655(W) AD(       ) 1
 DE6188  ELLIP H (09/24/02)  396.405  (m)                       GP(       ) 4 1
 DE6188  NAVD 88 (09/24/02)  424.00   (m)         1391.1    (f) LEVELING    3  
 DE6188
 DE6188.Superseded values are not recommended for survey control.
 DE6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6188.See file dsdata.txt to determine how the superseded data were derived.
 DE6188
 DE6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7355409323(NAD 83)
 DE6188
 DE6188_MARKER: DD = SURVEY DISK
 DE6188_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6188_STAMPING: 2902 A 1998
 DE6188_MARK LOGO: MNDT  
 DE6188_PROJECTION: RECESSED 3 CENTIMETERS
 DE6188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6188+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6188_ROD/PIPE-DEPTH: 12.2 meters
 DE6188
 DE6188  HISTORY     - Date     Condition        Report By
 DE6188  HISTORY     - 1998     MONUMENTED       MNDT
 DE6188  HISTORY     - 1998     GOOD             MNDT
 DE6188
 DE6188                          STATION DESCRIPTION
 DE6188
 DE6188'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6188'3.25 MI (5.23 KM) NE OF AKELEY, 2.8 MI (4.5 KM) NE ALONG TH 34 FROM NE
 DE6188'JCT OF TH 64 AND TH 34 (0.5 MI NE OF AKELEY) , AT TH 34 MP 96.25, 187
 DE6188'FT (57.0 M) NW OF TH 34, 37 FT (11.3 M) WEST OF CO RD 26, 21.8 FT (6.6
 DE6188'M) ENE OF P-POLE, 2.8 FT (0.9 M) NORTH OF WIT POST.
 DE6188
 DE6188                          STATION RECOVERY (1998)
 DE6188
 DE6188'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6188'THE MARK IS LOCATED 3.25 MI (5.23 KM) NE OF AKELEY, 2.8 MI (4.5 KM) NE
 DE6188'OF NE JCT OF TH 64 AND TH 34, AT TH 34 MP 96.25, 187 FT (57.0 M) NW OF
 DE6188'TH 34, 37 FT (11.3 M) WEST OF CO RD 26, 21.8 FT (6.6 M) ENE OF P-POLE
 DE6188'AND 2.8 FT (0.9 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6189 ***********************************************************************
 DE6189  DESIGNATION -  2902 B
 DE6189  PID         -  DE6189
 DE6189  STATE/COUNTY-  MN/HUBBARD
 DE6189  COUNTRY     -  US
 DE6189  USGS QUAD   -  AKELEY (1996)
 DE6189
 DE6189                         *CURRENT SURVEY CONTROL
 DE6189  ______________________________________________________________________
 DE6189* NAD 83(2007) POSITION- 47 01 05.67099(N) 094 40 57.11857(W)   ADJUSTED  
 DE6189* NAD 83(2007) ELLIP HT-   403.079 (meters)        (02/10/07)   ADJUSTED
 DE6189* NAD 83(2007) EPOCH   -  2002.00
 DE6189* NAVD 88 ORTHO HEIGHT -   430.673  (meters)    1412.97  (feet) ADJUSTED  
 DE6189  ______________________________________________________________________
 DE6189  NAD 83(2007) X  -   -355,639.745 (meters)                     COMP
 DE6189  NAD 83(2007) Y  - -4,341,938.594 (meters)                     COMP
 DE6189  NAD 83(2007) Z  -  4,643,442.509 (meters)                     COMP
 DE6189  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC09
 DE6189  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DE6189  DYNAMIC HEIGHT  -        430.709 (meters)     1413.08  (feet) COMP
 DE6189  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 DE6189
 DE6189  VERT ORDER      -  SECOND    CLASS I
 DE6189
 DE6189  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6189  Type                                         Horiz  Ellip  Dist(km)
 DE6189  -------------------------------------------------------------------
 DE6189  NETWORK                                       1.05   0.69
 DE6189  -------------------------------------------------------------------
 DE6189  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.96   0.55      2.62
 DE6189  -------------------------------------------------------------------
 DE6189  NOTE: Click here for information on individual local accuracy
 DE6189  values and other accuracy information.
 DE6189
 DE6189
 DE6189.The horizontal coordinates were established by GPS observations
 DE6189.and adjusted by the National Geodetic Survey in February 2007.
 DE6189
 DE6189.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6189.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6189
 DE6189.The horizontal coordinates are valid at the epoch date displayed above
 DE6189.which is a decimal equivalence of Year/Month/Day.
 DE6189
 DE6189.The orthometric height was determined by differential leveling and
 DE6189.adjusted in August 2002.
 DE6189
 DE6189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6189
 DE6189.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6189
 DE6189.The ellipsoidal height was determined by GPS observations
 DE6189.and is referenced to NAD 83.
 DE6189
 DE6189.The dynamic height is computed by dividing the NAVD 88
 DE6189.geopotential number by the normal gravity value computed on the
 DE6189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6189.degrees latitude (g = 980.6199 gals.).
 DE6189
 DE6189.The modeled gravity was interpolated from observed gravity values.
 DE6189
 DE6189. The following values were computed from the NAD 83(2007) position.
 DE6189
 DE6189;                    North         East     Units Scale Factor Converg.
 DE6189;SPC MN C     -   324,418.005   767,114.861   MT  0.99999321   -0 18 46.4
 DE6189;SPC MN C     - 1,064,361.40  2,516,776.01   sFT  0.99999321   -0 18 46.4
 DE6189;UTM  15      - 5,208,564.996   372,129.277   MT  0.99980096   -1 13 51.8
 DE6189
 DE6189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6189!SPC MN C     -   0.99993682  x   0.99999321  =   0.99993003
 DE6189!UTM  15      -   0.99993682  x   0.99980096  =   0.99973779
 DE6189
 DE6189                          SUPERSEDED SURVEY CONTROL
 DE6189
 DE6189  NAD 83(1996)-  47 01 05.67072(N)    094 40 57.11809(W) AD(       ) 1
 DE6189  ELLIP H (09/24/02)  403.089  (m)                       GP(       ) 4 1
 DE6189  NAVD 88 (09/24/02)  430.69   (m)         1413.0    (f) LEVELING    3  
 DE6189
 DE6189.Superseded values are not recommended for survey control.
 DE6189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6189.See file dsdata.txt to determine how the superseded data were derived.
 DE6189
 DE6189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7212908564(NAD 83)
 DE6189
 DE6189_MARKER: DD = SURVEY DISK
 DE6189_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6189_STAMPING: 2902 B 1998
 DE6189_MARK LOGO: MNDT  
 DE6189_PROJECTION: FLUSH
 DE6189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6189+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6189_ROD/PIPE-DEPTH:  5.2 meters
 DE6189
 DE6189  HISTORY     - Date     Condition        Report By
 DE6189  HISTORY     - 1998     MONUMENTED       MNDT
 DE6189  HISTORY     - 1998     GOOD             MNDT
 DE6189
 DE6189                          STATION DESCRIPTION
 DE6189
 DE6189'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6189'2.25 MI (3.62 KM) NE OF AKELEY, 1.8 MI (2.9 KM) NE ALONG TH 34 FROM NE
 DE6189'JCT OF TH 64 AND TH 34 (0.5 MI NE OF AKELEY) , AT TH 34 MP 95.25, 87
 DE6189'FT (26.5 M) NW OF TH 34, 30 FT (9.1 M) SW OF ENT, 88.6 FT (27.0 M) WSW
 DE6189'OF P-POLE, 23 FT (7.0 M) SE OF STATE TRAIL, 4.2 FT (1.3 M) NE OF WIT
 DE6189'POST.
 DE6189
 DE6189                          STATION RECOVERY (1998)
 DE6189
 DE6189'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6189'THE MARK IS LOCATED 2.25 MI (3.62 KM) NE OF AKELEY, 1.8 MI (2.9 KM) NE
 DE6189'OF NE JCT OF TH 64 AND TH 34, AT TH 34 MP 95.25, 87 FT (26.5 M) NW OF
 DE6189'TH 34, 30 FT (9.1 M) SW OF ENTRANCE, 88.6 FT (27.0 M) WSW OF P-POLE,
 DE6189'23 FT (7.0 M) SE OF STATE TRAIL AND 4.2 FT (1.3 M) NE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6190 ***********************************************************************
 DE6190  DESIGNATION -  2902 C
 DE6190  PID         -  DE6190
 DE6190  STATE/COUNTY-  MN/HUBBARD
 DE6190  COUNTRY     -  US
 DE6190  USGS QUAD   -  AKELEY (1996)
 DE6190
 DE6190                         *CURRENT SURVEY CONTROL
 DE6190  ______________________________________________________________________
 DE6190* NAD 83(2007) POSITION- 47 00 18.04144(N) 094 43 37.59755(W)   ADJUSTED  
 DE6190* NAD 83(2007) ELLIP HT-   409.576 (meters)        (02/10/07)   ADJUSTED
 DE6190* NAD 83(2007) EPOCH   -  2002.00
 DE6190* NAVD 88 ORTHO HEIGHT -   437.151  (meters)    1434.22  (feet) ADJUSTED  
 DE6190  ______________________________________________________________________
 DE6190  NAD 83(2007) X  -   -359,106.806 (meters)                     COMP
 DE6190  NAD 83(2007) Y  - -4,342,737.316 (meters)                     COMP
 DE6190  NAD 83(2007) Z  -  4,642,444.305 (meters)                     COMP
 DE6190  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC09
 DE6190  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DE6190  DYNAMIC HEIGHT  -        437.184 (meters)     1434.33  (feet) COMP
 DE6190  MODELED GRAVITY -    980,676.5   (mgal)                       NAVD 88
 DE6190
 DE6190  VERT ORDER      -  SECOND    CLASS I
 DE6190
 DE6190  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6190  Type                                         Horiz  Ellip  Dist(km)
 DE6190  -------------------------------------------------------------------
 DE6190  NETWORK                                       0.67   0.49
 DE6190  -------------------------------------------------------------------
 DE6190  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.83   0.58      3.83
 DE6190  -------------------------------------------------------------------
 DE6190  NOTE: Click here for information on individual local accuracy
 DE6190  values and other accuracy information.
 DE6190
 DE6190
 DE6190.The horizontal coordinates were established by GPS observations
 DE6190.and adjusted by the National Geodetic Survey in February 2007.
 DE6190
 DE6190.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6190.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6190
 DE6190.The horizontal coordinates are valid at the epoch date displayed above
 DE6190.which is a decimal equivalence of Year/Month/Day.
 DE6190
 DE6190.The orthometric height was determined by differential leveling and
 DE6190.adjusted in August 2002.
 DE6190
 DE6190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6190
 DE6190.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6190
 DE6190.The ellipsoidal height was determined by GPS observations
 DE6190.and is referenced to NAD 83.
 DE6190
 DE6190.The dynamic height is computed by dividing the NAVD 88
 DE6190.geopotential number by the normal gravity value computed on the
 DE6190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6190.degrees latitude (g = 980.6199 gals.).
 DE6190
 DE6190.The modeled gravity was interpolated from observed gravity values.
 DE6190
 DE6190. The following values were computed from the NAD 83(2007) position.
 DE6190
 DE6190;                    North         East     Units Scale Factor Converg.
 DE6190;SPC MN C     -   322,966.665   763,716.848   MT  0.99999048   -0 20 42.5
 DE6190;SPC MN C     - 1,059,599.80  2,505,627.69   sFT  0.99999048   -0 20 42.5
 DE6190;UTM  15      - 5,207,168.556   368,709.077   MT  0.99981186   -1 15 48.3
 DE6190
 DE6190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6190!SPC MN C     -   0.99993580  x   0.99999048  =   0.99992628
 DE6190!UTM  15      -   0.99993580  x   0.99981186  =   0.99974768
 DE6190
 DE6190:                Primary Azimuth Mark                     Grid Az
 DE6190:SPC MN C     -  2902 D                                   248 50 25.7
 DE6190:UTM  15      -  2902 D                                   249 45 31.5
 DE6190
 DE6190|---------------------------------------------------------------------|
 DE6190| PID    Reference Object                     Distance      Geod. Az  |
 DE6190|                                                           dddmmss.s |
 DE6190| DE6941 2902 D                              APPROX. 1.1 KM 2482943.2 |
 DE6190|---------------------------------------------------------------------|
 DE6190
 DE6190                          SUPERSEDED SURVEY CONTROL
 DE6190
 DE6190  NAD 83(1996)-  47 00 18.04116(N)    094 43 37.59681(W) AD(       ) 1
 DE6190  ELLIP H (08/23/02)  409.583  (m)                       GP(       ) 4 1
 DE6190  NAVD 88 (08/23/02)  437.17   (m)         1434.3    (f) LEVELING    3  
 DE6190
 DE6190.Superseded values are not recommended for survey control.
 DE6190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6190.See file dsdata.txt to determine how the superseded data were derived.
 DE6190
 DE6190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6870907168(NAD 83)
 DE6190
 DE6190_MARKER: DD = SURVEY DISK
 DE6190_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6190_STAMPING: 2902 C 1998
 DE6190_MARK LOGO: MNDT  
 DE6190_PROJECTION: FLUSH
 DE6190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6190+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1999
 DE6190_ROD/PIPE-DEPTH: 18.3 meters
 DE6190
 DE6190  HISTORY     - Date     Condition        Report By
 DE6190  HISTORY     - 1998     MONUMENTED       MNDT
 DE6190  HISTORY     - 1998     GOOD             MNDT
 DE6190  HISTORY     - 19990922 GOOD             MNDT
 DE6190
 DE6190                          STATION DESCRIPTION
 DE6190
 DE6190'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6190'IN AKELEY, 0.05 MI (0.08 KM) NORTH ALONG MARIE AVE FROM JCT OF TH 64
 DE6190'AND TH 34 IN AKELEY, AT TH 64 MP 47.8, 44 FT (13.4 M) NORTH OF MILL
 DE6190'ST, 15 FT (4.6 M) WEST OF MARIE AVE TO SOUTH, 31.7 FT (9.7 M) WEST OF
 DE6190'P-POLE, 46 FT (14.0 M) SOUTH OF STATE TRAIL, 3.1 FT (0.9 M) SOUTH OF
 DE6190'WIT POST.
 DE6190
 DE6190                          STATION RECOVERY (1998)
 DE6190
 DE6190'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6190'THE MARK IS LOCATED IN AKELEY, 0.05 MI (0.08 KM) NORTH ALONG MARIE AVE
 DE6190'FROM JCT OF TH 34 AND TH 64 MP 47.8, 44 FT (13.4 M) NORTH OF MILL ST,
 DE6190'15 FT (4.6 M) WEST OF MARIE AVE TO SOUTH, 31.7 FT (9.7 M) WEST OF
 DE6190'P-POLE, 46 FT (14.0 M) SOUTH OF STATE TRAIL, AND 3.1 FT (0.9 M) SOUTH
 DE6190'OF WIT POST.
 DE6190
 DE6190                          STATION RECOVERY (1999)
 DE6190
 DE6190'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 DE6190'0.5 MI (0.8 KM) NORTH ON MARIE AVE FROM WEST JCT TH 64 AND TH 34 IN
 DE6190'AKELEY, 44 FT (13.4 M) NORTH OF MILL ST, 15 FT (4.6 M) WEST OF MARIE
 DE6190'AVE, 31.7 FT (9.7 M) WEST OF POLE, 46 FT (14.0 M) SOUTH OF TRAIL, 3.1
 DE6190'FT (0.9 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6941 ***********************************************************************
 DE6941  DESIGNATION -  2902 D
 DE6941  PID         -  DE6941
 DE6941  STATE/COUNTY-  MN/HUBBARD
 DE6941  COUNTRY     -  US
 DE6941  USGS QUAD   -  AKELEY (1996)
 DE6941
 DE6941                         *CURRENT SURVEY CONTROL
 DE6941  ______________________________________________________________________
 DE6941* NAD 83(2007) POSITION- 47 00 04.88498(N) 094 44 26.39656(W)   ADJUSTED  
 DE6941* NAD 83(2007) ELLIP HT-   405.708 (meters)        (02/10/07)   ADJUSTED
 DE6941* NAD 83(2007) EPOCH   -  2002.00
 DE6941* NAVD 88 ORTHO HEIGHT -   433.268  (meters)    1421.48  (feet) ADJUSTED  
 DE6941  ______________________________________________________________________
 DE6941  NAD 83(2007) X  -   -360,158.562 (meters)                     COMP
 DE6941  NAD 83(2007) Y  - -4,342,945.761 (meters)                     COMP
 DE6941  NAD 83(2007) Z  -  4,642,164.391 (meters)                     COMP
 DE6941  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC09
 DE6941  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DE6941  DYNAMIC HEIGHT  -        433.301 (meters)     1421.59  (feet) COMP
 DE6941  MODELED GRAVITY -    980,676.7   (mgal)                       NAVD 88
 DE6941
 DE6941  VERT ORDER      -  SECOND    CLASS I
 DE6941
 DE6941  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6941  Type                                         Horiz  Ellip  Dist(km)
 DE6941  -------------------------------------------------------------------
 DE6941  NETWORK                                       0.95   0.69
 DE6941  -------------------------------------------------------------------
 DE6941  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.84   0.55      1.46
 DE6941  -------------------------------------------------------------------
 DE6941  NOTE: Click here for information on individual local accuracy
 DE6941  values and other accuracy information.
 DE6941
 DE6941
 DE6941.The horizontal coordinates were established by GPS observations
 DE6941.and adjusted by the National Geodetic Survey in February 2007.
 DE6941
 DE6941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6941.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6941
 DE6941.The horizontal coordinates are valid at the epoch date displayed above
 DE6941.which is a decimal equivalence of Year/Month/Day.
 DE6941
 DE6941.The orthometric height was determined by differential leveling and
 DE6941.adjusted in May 2008.
 DE6941
 DE6941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6941
 DE6941.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6941
 DE6941.The ellipsoidal height was determined by GPS observations
 DE6941.and is referenced to NAD 83.
 DE6941
 DE6941.The dynamic height is computed by dividing the NAVD 88
 DE6941.geopotential number by the normal gravity value computed on the
 DE6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6941.degrees latitude (g = 980.6199 gals.).
 DE6941
 DE6941.The modeled gravity was interpolated from observed gravity values.
 DE6941
 DE6941. The following values were computed from the NAD 83(2007) position.
 DE6941
 DE6941;                    North         East     Units Scale Factor Converg.
 DE6941;SPC MN C     -   322,566.692   762,683.496   MT  0.99998973   -0 21 17.8
 DE6941;SPC MN C     - 1,058,287.56  2,502,237.44   sFT  0.99998973   -0 21 17.8
 DE6941;UTM  15      - 5,206,785.263   367,669.632   MT  0.99981522   -1 16 23.7
 DE6941
 DE6941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6941!SPC MN C     -   0.99993641  x   0.99998973  =   0.99992614
 DE6941!UTM  15      -   0.99993641  x   0.99981522  =   0.99975164
 DE6941
 DE6941:                Primary Azimuth Mark                     Grid Az
 DE6941:SPC MN C     -  2902 C                                   068 50 25.3
 DE6941:UTM  15      -  2902 C                                   069 45 31.2
 DE6941
 DE6941|---------------------------------------------------------------------|
 DE6941| PID    Reference Object                     Distance      Geod. Az  |
 DE6941|                                                           dddmmss.s |
 DE6941| DE6190 2902 C                              APPROX. 1.1 KM 0682907.5 |
 DE6941|---------------------------------------------------------------------|
 DE6941
 DE6941                          SUPERSEDED SURVEY CONTROL
 DE6941
 DE6941  NAD 83(1996)-  47 00 04.88474(N)    094 44 26.39588(W) AD(       ) 1
 DE6941  ELLIP H (08/23/02)  405.721  (m)                       GP(       ) 4 1
 DE6941  NAVD 88 (08/23/02)  433.28   (m)         1421.5    (f) LEVELING    3  
 DE6941
 DE6941.Superseded values are not recommended for survey control.
 DE6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6941.See file dsdata.txt to determine how the superseded data were derived.
 DE6941
 DE6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6766906785(NAD 83)
 DE6941
 DE6941_MARKER: DD = SURVEY DISK
 DE6941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6941_STAMPING: 2902 D 1999
 DE6941_MARK LOGO: MNDT  
 DE6941_PROJECTION: FLUSH
 DE6941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6941+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6941_ROD/PIPE-DEPTH:  4.0 meters
 DE6941
 DE6941  HISTORY     - Date     Condition        Report By
 DE6941  HISTORY     - 1999     MONUMENTED       MNDT
 DE6941
 DE6941                          STATION DESCRIPTION
 DE6941
 DE6941'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6941'0.7 MI (1.1 KM) WEST OF AKELEY, 0.7 MI (1.1 KM) WEST ALONG TH 34 FROM
 DE6941'JCT OF TH 64, AT TH 34 MP 92.20, 78 FT (23.8 M) NNW OF TH 34, 2 FT
 DE6941'(0.6 M) ENE OF ROAD EXTENDED TO SSE, 40.8 FT (12.4 M) WNW OF CABLE
 DE6941'MARKER, 3.5 FT (1.1 M) SSE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6942 ***********************************************************************
 DE6942  DESIGNATION -  2902 E
 DE6942  PID         -  DE6942
 DE6942  STATE/COUNTY-  MN/HUBBARD
 DE6942  COUNTRY     -  US
 DE6942  USGS QUAD   -  NEVIS (1980)
 DE6942
 DE6942                         *CURRENT SURVEY CONTROL
 DE6942  ______________________________________________________________________
 DE6942* NAD 83(2007) POSITION- 46 59 45.41598(N) 094 46 37.00132(W)   ADJUSTED  
 DE6942* NAD 83(2007) ELLIP HT-   421.144 (meters)        (02/10/07)   ADJUSTED
 DE6942* NAD 83(2007) EPOCH   -  2002.00
 DE6942* NAVD 88 ORTHO HEIGHT -   448.671  (meters)    1472.01  (feet) ADJUSTED  
 DE6942  ______________________________________________________________________
 DE6942  NAD 83(2007) X  -   -362,945.893 (meters)                     COMP
 DE6942  NAD 83(2007) Y  - -4,343,165.527 (meters)                     COMP
 DE6942  NAD 83(2007) Z  -  4,641,765.613 (meters)                     COMP
 DE6942  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC09
 DE6942  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DE6942  DYNAMIC HEIGHT  -        448.705 (meters)     1472.13  (feet) COMP
 DE6942  MODELED GRAVITY -    980,676.2   (mgal)                       NAVD 88
 DE6942
 DE6942  VERT ORDER      -  SECOND    CLASS I
 DE6942
 DE6942  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6942  Type                                         Horiz  Ellip  Dist(km)
 DE6942  -------------------------------------------------------------------
 DE6942  NETWORK                                       0.89   0.59
 DE6942  -------------------------------------------------------------------
 DE6942  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.72   0.47      2.27
 DE6942  -------------------------------------------------------------------
 DE6942  NOTE: Click here for information on individual local accuracy
 DE6942  values and other accuracy information.
 DE6942
 DE6942
 DE6942.The horizontal coordinates were established by GPS observations
 DE6942.and adjusted by the National Geodetic Survey in February 2007.
 DE6942
 DE6942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6942.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6942
 DE6942.The horizontal coordinates are valid at the epoch date displayed above
 DE6942.which is a decimal equivalence of Year/Month/Day.
 DE6942
 DE6942.The orthometric height was determined by differential leveling and
 DE6942.adjusted in May 2008.
 DE6942
 DE6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6942
 DE6942.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6942
 DE6942.The ellipsoidal height was determined by GPS observations
 DE6942.and is referenced to NAD 83.
 DE6942
 DE6942.The dynamic height is computed by dividing the NAVD 88
 DE6942.geopotential number by the normal gravity value computed on the
 DE6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6942.degrees latitude (g = 980.6199 gals.).
 DE6942
 DE6942.The modeled gravity was interpolated from observed gravity values.
 DE6942
 DE6942. The following values were computed from the NAD 83(2007) position.
 DE6942
 DE6942;                    North         East     Units Scale Factor Converg.
 DE6942;SPC MN C     -   321,983.218   759,920.408   MT  0.99998863   -0 22 52.3
 DE6942;SPC MN C     - 1,056,373.27  2,493,172.21   sFT  0.99998863   -0 22 52.3
 DE6942;UTM  15      - 5,206,246.244   364,898.016   MT  0.99982433   -1 17 58.9
 DE6942
 DE6942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6942!SPC MN C     -   0.99993399  x   0.99998863  =   0.99992262
 DE6942!UTM  15      -   0.99993399  x   0.99982433  =   0.99975833
 DE6942
 DE6942                          SUPERSEDED SURVEY CONTROL
 DE6942
 DE6942  NAD 83(1996)-  46 59 45.41572(N)    094 46 37.00059(W) AD(       ) 1
 DE6942  ELLIP H (08/23/02)  421.157  (m)                       GP(       ) 4 1
 DE6942  NAVD 88 (08/23/02)  448.69   (m)         1472.1    (f) LEVELING    3  
 DE6942
 DE6942.Superseded values are not recommended for survey control.
 DE6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6942.See file dsdata.txt to determine how the superseded data were derived.
 DE6942
 DE6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6489806246(NAD 83)
 DE6942
 DE6942_MARKER: DD = SURVEY DISK
 DE6942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6942_STAMPING: 2902 E 1999
 DE6942_MARK LOGO: MNDT  
 DE6942_PROJECTION: FLUSH
 DE6942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6942+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6942_ROD/PIPE-DEPTH: 16.8 meters
 DE6942
 DE6942  HISTORY     - Date     Condition        Report By
 DE6942  HISTORY     - 1999     MONUMENTED       MNDT
 DE6942
 DE6942                          STATION DESCRIPTION
 DE6942
 DE6942'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6942'2.4 MI (3.9 KM) WEST OF AKELEY, 2.45 MI (3.94 KM) WSW ALONG TH 34 FROM
 DE6942'JCT OF TH 64, AT TH 34 MP 90.45, 70.5 FT (21.5 M) SSE OF TH 34, 14 FT
 DE6942'(4.3 M) WSW OF ENT, 46.6 FT (14.2 M) WSW OF P-POLE, 2.5 FT (0.8 M) NNW
 DE6942'OF FENCE, 2.1 FT (0.6 M) NNW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6943 ***********************************************************************
 DE6943  DESIGNATION -  2902 F
 DE6943  PID         -  DE6943
 DE6943  STATE/COUNTY-  MN/HUBBARD
 DE6943  COUNTRY     -  US
 DE6943  USGS QUAD   -  NEVIS (1980)
 DE6943
 DE6943                         *CURRENT SURVEY CONTROL
 DE6943  ______________________________________________________________________
 DE6943* NAD 83(2007) POSITION- 46 59 07.83633(N) 094 47 36.09297(W)   ADJUSTED  
 DE6943* NAD 83(2007) ELLIP HT-   414.208 (meters)        (02/10/07)   ADJUSTED
 DE6943* NAD 83(2007) EPOCH   -  2002.00
 DE6943* NAVD 88 ORTHO HEIGHT -   441.728  (meters)    1449.24  (feet) ADJUSTED  
 DE6943  ______________________________________________________________________
 DE6943  NAD 83(2007) X  -   -364,260.648 (meters)                     COMP
 DE6943  NAD 83(2007) Y  - -4,343,902.342 (meters)                     COMP
 DE6943  NAD 83(2007) Z  -  4,640,968.902 (meters)                     COMP
 DE6943  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC09
 DE6943  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DE6943  DYNAMIC HEIGHT  -        441.759 (meters)     1449.34  (feet) COMP
 DE6943  MODELED GRAVITY -    980,670.2   (mgal)                       NAVD 88
 DE6943
 DE6943  VERT ORDER      -  SECOND    CLASS I
 DE6943
 DE6943  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6943  Type                                         Horiz  Ellip  Dist(km)
 DE6943  -------------------------------------------------------------------
 DE6943  NETWORK                                       0.79   0.51
 DE6943  -------------------------------------------------------------------
 DE6943  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.83   0.53      6.58
 DE6943  -------------------------------------------------------------------
 DE6943  NOTE: Click here for information on individual local accuracy
 DE6943  values and other accuracy information.
 DE6943
 DE6943
 DE6943.The horizontal coordinates were established by GPS observations
 DE6943.and adjusted by the National Geodetic Survey in February 2007.
 DE6943
 DE6943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6943.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6943
 DE6943.The horizontal coordinates are valid at the epoch date displayed above
 DE6943.which is a decimal equivalence of Year/Month/Day.
 DE6943
 DE6943.The orthometric height was determined by differential leveling and
 DE6943.adjusted in May 2008.
 DE6943
 DE6943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6943
 DE6943.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6943
 DE6943.The ellipsoidal height was determined by GPS observations
 DE6943.and is referenced to NAD 83.
 DE6943
 DE6943.The dynamic height is computed by dividing the NAVD 88
 DE6943.geopotential number by the normal gravity value computed on the
 DE6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6943.degrees latitude (g = 980.6199 gals.).
 DE6943
 DE6943.The modeled gravity was interpolated from observed gravity values.
 DE6943
 DE6943. The following values were computed from the NAD 83(2007) position.
 DE6943
 DE6943;                    North         East     Units Scale Factor Converg.
 DE6943;SPC MN C     -   320,831.208   758,663.986   MT  0.99998654   -0 23 35.0
 DE6943;SPC MN C     - 1,052,593.72  2,489,050.09   sFT  0.99998654   -0 23 35.0
 DE6943;UTM  15      - 5,205,114.704   363,623.495   MT  0.99982859   -1 18 41.3
 DE6943
 DE6943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6943!SPC MN C     -   0.99993508  x   0.99998654  =   0.99992162
 DE6943!UTM  15      -   0.99993508  x   0.99982859  =   0.99976368
 DE6943
 DE6943                          SUPERSEDED SURVEY CONTROL
 DE6943
 DE6943  NAD 83(1996)-  46 59 07.83605(N)    094 47 36.09224(W) AD(       ) 1
 DE6943  ELLIP H (08/23/02)  414.222  (m)                       GP(       ) 4 1
 DE6943  NAVD 88 (08/23/02)  441.74   (m)         1449.3    (f) LEVELING    3  
 DE6943
 DE6943.Superseded values are not recommended for survey control.
 DE6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6943.See file dsdata.txt to determine how the superseded data were derived.
 DE6943
 DE6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6362305114(NAD 83)
 DE6943
 DE6943_MARKER: DD = SURVEY DISK
 DE6943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6943_STAMPING: 2902 F 1999
 DE6943_MARK LOGO: MNDT  
 DE6943_PROJECTION: RECESSED 3 CENTIMETERS
 DE6943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6943+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2002
 DE6943_ROD/PIPE-DEPTH: 19.8 meters
 DE6943
 DE6943  HISTORY     - Date     Condition        Report By
 DE6943  HISTORY     - 1999     MONUMENTED       MNDT
 DE6943  HISTORY     - 20020912 GOOD             MNDT
 DE6943
 DE6943                          STATION DESCRIPTION
 DE6943
 DE6943'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6943'3.5 MI (5.6 KM) SW OF AKELEY, 3.55 MI (5.71 KM) SW ALONG TH 34 FROM
 DE6943'JCT OF TH 64, AT TH 34 MP 89.35, 97 FT (29.6 M) NW OF TH 34, 17.5 FT
 DE6943'(5.3 M) SE OF STATE TRAIL, 122.6 FT WEST OF CABLE MARKER, 2.5 FT (0.8
 DE6943'M) SW OF WIT POST.
 DE6943
 DE6943                          STATION RECOVERY (2002)
 DE6943
 DE6943'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE6943'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6944 ***********************************************************************
 DE6944  DESIGNATION -  2902 G
 DE6944  PID         -  DE6944
 DE6944  STATE/COUNTY-  MN/HUBBARD
 DE6944  COUNTRY     -  US
 DE6944  USGS QUAD   -  NEVIS (1980)
 DE6944
 DE6944                         *CURRENT SURVEY CONTROL
 DE6944  ______________________________________________________________________
 DE6944* NAD 83(2007) POSITION- 46 58 14.00440(N) 094 49 40.38933(W)   ADJUSTED  
 DE6944* NAD 83(2007) ELLIP HT-   414.805 (meters)        (02/10/07)   ADJUSTED
 DE6944* NAD 83(2007) EPOCH   -  2002.00
 DE6944* NAVD 88 ORTHO HEIGHT -   442.322  (meters)    1451.18  (feet) ADJUSTED  
 DE6944  ______________________________________________________________________
 DE6944  NAD 83(2007) X  -   -366,980.570 (meters)                     COMP
 DE6944  NAD 83(2007) Y  - -4,344,893.563 (meters)                     COMP
 DE6944  NAD 83(2007) Z  -  4,639,835.067 (meters)                     COMP
 DE6944  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 DE6944  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DE6944  DYNAMIC HEIGHT  -        442.351 (meters)     1451.28  (feet) COMP
 DE6944  MODELED GRAVITY -    980,665.6   (mgal)                       NAVD 88
 DE6944
 DE6944  VERT ORDER      -  SECOND    CLASS I
 DE6944
 DE6944  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6944  Type                                         Horiz  Ellip  Dist(km)
 DE6944  -------------------------------------------------------------------
 DE6944  NETWORK                                       0.95   0.61
 DE6944  -------------------------------------------------------------------
 DE6944  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.94   0.59      2.55
 DE6944  -------------------------------------------------------------------
 DE6944  NOTE: Click here for information on individual local accuracy
 DE6944  values and other accuracy information.
 DE6944
 DE6944
 DE6944.The horizontal coordinates were established by GPS observations
 DE6944.and adjusted by the National Geodetic Survey in February 2007.
 DE6944
 DE6944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6944.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6944
 DE6944.The horizontal coordinates are valid at the epoch date displayed above
 DE6944.which is a decimal equivalence of Year/Month/Day.
 DE6944
 DE6944.The orthometric height was determined by differential leveling and
 DE6944.adjusted in May 2008.
 DE6944
 DE6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6944
 DE6944.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6944
 DE6944.The ellipsoidal height was determined by GPS observations
 DE6944.and is referenced to NAD 83.
 DE6944
 DE6944.The dynamic height is computed by dividing the NAVD 88
 DE6944.geopotential number by the normal gravity value computed on the
 DE6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6944.degrees latitude (g = 980.6199 gals.).
 DE6944
 DE6944.The modeled gravity was interpolated from observed gravity values.
 DE6944
 DE6944. The following values were computed from the NAD 83(2007) position.
 DE6944
 DE6944;                    North         East     Units Scale Factor Converg.
 DE6944;SPC MN C     -   319,187.503   756,025.281   MT  0.99998360   -0 25 04.9
 DE6944;SPC MN C     - 1,047,201.00  2,480,392.94   sFT  0.99998360   -0 25 04.9
 DE6944;UTM  15      - 5,203,513.747   360,959.188   MT  0.99983761   -1 20 11.1
 DE6944
 DE6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6944!SPC MN C     -   0.99993498  x   0.99998360  =   0.99991858
 DE6944!UTM  15      -   0.99993498  x   0.99983761  =   0.99977260
 DE6944
 DE6944                          SUPERSEDED SURVEY CONTROL
 DE6944
 DE6944  NAD 83(1996)-  46 58 14.00420(N)    094 49 40.38879(W) AD(       ) 1
 DE6944  ELLIP H (08/23/02)  414.814  (m)                       GP(       ) 4 1
 DE6944  NAVD 88 (08/23/02)  442.33   (m)         1451.2    (f) LEVELING    3  
 DE6944
 DE6944.Superseded values are not recommended for survey control.
 DE6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6944.See file dsdata.txt to determine how the superseded data were derived.
 DE6944
 DE6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6095903513(NAD 83)
 DE6944
 DE6944_MARKER: DD = SURVEY DISK
 DE6944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6944_STAMPING: 2902 G 1999
 DE6944_MARK LOGO: MNDT  
 DE6944_PROJECTION: FLUSH
 DE6944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6944+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6944_ROD/PIPE-DEPTH: 24.4 meters
 DE6944
 DE6944  HISTORY     - Date     Condition        Report By
 DE6944  HISTORY     - 1999     MONUMENTED       MNDT
 DE6944
 DE6944                          STATION DESCRIPTION
 DE6944
 DE6944'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6944'1 MI (1.6 KM) NE OF NEVIS, 1.0 MI (1.6 KM) NE ALONG TH 34 FROM JCT OF
 DE6944'CO RD 13, AT TH 34 MP 87.45, 79 FT (24.1 M) SE OF TH 34, 160 FT (48.8
 DE6944'M) SW OF DRIVEWAY, 10.3 FT (3.1 M) NE OF P-POLE, 2.4 FT (0.7 M) NW OF
 DE6944'FENCE, 1.9 FT (0.6 M) NW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6945 ***********************************************************************
 DE6945  DESIGNATION -  2902 H
 DE6945  PID         -  DE6945
 DE6945  STATE/COUNTY-  MN/HUBBARD
 DE6945  COUNTRY     -  US
 DE6945  USGS QUAD   -  NEVIS (1980)
 DE6945
 DE6945                         *CURRENT SURVEY CONTROL
 DE6945  ______________________________________________________________________
 DE6945* NAD 83(2007) POSITION- 46 57 34.51932(N) 094 50 32.30824(W)   ADJUSTED  
 DE6945* NAD 83(2007) ELLIP HT-   410.601 (meters)        (02/10/07)   ADJUSTED
 DE6945* NAD 83(2007) EPOCH   -  2002.00
 DE6945* NAVD 88 ORTHO HEIGHT -   438.110  (meters)    1437.37  (feet) ADJUSTED  
 DE6945  ______________________________________________________________________
 DE6945  NAD 83(2007) X  -   -368,149.207 (meters)                     COMP
 DE6945  NAD 83(2007) Y  - -4,345,686.320 (meters)                     COMP
 DE6945  NAD 83(2007) Z  -  4,638,999.821 (meters)                     COMP
 DE6945  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC09
 DE6945  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DE6945  DYNAMIC HEIGHT  -        438.138 (meters)     1437.46  (feet) COMP
 DE6945  MODELED GRAVITY -    980,664.7   (mgal)                       NAVD 88
 DE6945
 DE6945  VERT ORDER      -  SECOND    CLASS I
 DE6945
 DE6945  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6945  Type                                         Horiz  Ellip  Dist(km)
 DE6945  -------------------------------------------------------------------
 DE6945  NETWORK                                       1.11   0.67
 DE6945  -------------------------------------------------------------------
 DE6945  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.99   0.53      1.64
 DE6945  -------------------------------------------------------------------
 DE6945  NOTE: Click here for information on individual local accuracy
 DE6945  values and other accuracy information.
 DE6945
 DE6945
 DE6945.The horizontal coordinates were established by GPS observations
 DE6945.and adjusted by the National Geodetic Survey in February 2007.
 DE6945
 DE6945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6945.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6945
 DE6945.The horizontal coordinates are valid at the epoch date displayed above
 DE6945.which is a decimal equivalence of Year/Month/Day.
 DE6945
 DE6945.The orthometric height was determined by differential leveling and
 DE6945.adjusted in May 2008.
 DE6945
 DE6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6945
 DE6945.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6945
 DE6945.The ellipsoidal height was determined by GPS observations
 DE6945.and is referenced to NAD 83.
 DE6945
 DE6945.The dynamic height is computed by dividing the NAVD 88
 DE6945.geopotential number by the normal gravity value computed on the
 DE6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6945.degrees latitude (g = 980.6199 gals.).
 DE6945
 DE6945.The modeled gravity was interpolated from observed gravity values.
 DE6945
 DE6945. The following values were computed from the NAD 83(2007) position.
 DE6945
 DE6945;                    North         East     Units Scale Factor Converg.
 DE6945;SPC MN C     -   317,976.342   754,918.735   MT  0.99998149   -0 25 42.5
 DE6945;SPC MN C     - 1,043,227.38  2,476,762.55   sFT  0.99998149   -0 25 42.5
 DE6945;UTM  15      - 5,202,320.647   359,833.534   MT  0.99984147   -1 20 48.2
 DE6945
 DE6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6945!SPC MN C     -   0.99993564  x   0.99998149  =   0.99991713
 DE6945!UTM  15      -   0.99993564  x   0.99984147  =   0.99977712
 DE6945
 DE6945                          SUPERSEDED SURVEY CONTROL
 DE6945
 DE6945  NAD 83(1996)-  46 57 34.51910(N)    094 50 32.30769(W) AD(       ) 1
 DE6945  ELLIP H (08/23/02)  410.609  (m)                       GP(       ) 4 1
 DE6945  NAVD 88 (08/23/02)  438.12   (m)         1437.4    (f) LEVELING    3  
 DE6945
 DE6945.Superseded values are not recommended for survey control.
 DE6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6945.See file dsdata.txt to determine how the superseded data were derived.
 DE6945
 DE6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5983302320(NAD 83)
 DE6945
 DE6945_MARKER: DD = SURVEY DISK
 DE6945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6945_STAMPING: 2902 H 1999
 DE6945_MARK LOGO: MNDT  
 DE6945_PROJECTION: RECESSED 5 CENTIMETERS
 DE6945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6945+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6945_ROD/PIPE-DEPTH: 30.4 meters
 DE6945
 DE6945  HISTORY     - Date     Condition        Report By
 DE6945  HISTORY     - 1999     MONUMENTED       MNDT
 DE6945
 DE6945                          STATION DESCRIPTION
 DE6945
 DE6945'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6945'IN NEVIS, AT TH 34 MP 86.40, 102.5 FT (31.2 M) SE OF TH 34,26 FT WEST
 DE6945'OF CO RD 13, 8.4 FT (2.6 M) SOUTH OF P-POLE, 2.4 FT (0.7 M) SOUTH OF
 DE6945'WIT POST.  ROD DEPTH IS 105 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6946 ***********************************************************************
 DE6946  DESIGNATION -  2902 J
 DE6946  PID         -  DE6946
 DE6946  STATE/COUNTY-  MN/HUBBARD
 DE6946  COUNTRY     -  US
 DE6946  USGS QUAD   -  NEVIS (1980)
 DE6946
 DE6946                         *CURRENT SURVEY CONTROL
 DE6946  ______________________________________________________________________
 DE6946* NAD 83(2007) POSITION- 46 56 26.48203(N) 094 51 44.67816(W)   ADJUSTED  
 DE6946* NAD 83(2007) ELLIP HT-   415.284 (meters)        (02/10/07)   ADJUSTED
 DE6946* NAD 83(2007) EPOCH   -  2002.00
 DE6946* NAVD 88 ORTHO HEIGHT -   442.771  (meters)    1452.66  (feet) ADJUSTED  
 DE6946  ______________________________________________________________________
 DE6946  NAD 83(2007) X  -   -369,804.329 (meters)                     COMP
 DE6946  NAD 83(2007) Y  - -4,347,089.989 (meters)                     COMP
 DE6946  NAD 83(2007) Z  -  4,637,568.916 (meters)                     COMP
 DE6946  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC09
 DE6946  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DE6946  DYNAMIC HEIGHT  -        442.800 (meters)     1452.75  (feet) COMP
 DE6946  MODELED GRAVITY -    980,663.9   (mgal)                       NAVD 88
 DE6946
 DE6946  VERT ORDER      -  SECOND    CLASS I
 DE6946
 DE6946  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6946  Type                                         Horiz  Ellip  Dist(km)
 DE6946  -------------------------------------------------------------------
 DE6946  NETWORK                                       0.68   0.45
 DE6946  -------------------------------------------------------------------
 DE6946  MEDIAN LOCAL ACCURACY AND DIST (015 points)   0.81   0.43      6.87
 DE6946  -------------------------------------------------------------------
 DE6946  NOTE: Click here for information on individual local accuracy
 DE6946  values and other accuracy information.
 DE6946
 DE6946
 DE6946.The horizontal coordinates were established by GPS observations
 DE6946.and adjusted by the National Geodetic Survey in February 2007.
 DE6946
 DE6946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6946.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6946
 DE6946.The horizontal coordinates are valid at the epoch date displayed above
 DE6946.which is a decimal equivalence of Year/Month/Day.
 DE6946
 DE6946.The orthometric height was determined by differential leveling and
 DE6946.adjusted in May 2008.
 DE6946
 DE6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6946
 DE6946.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6946
 DE6946.The ellipsoidal height was determined by GPS observations
 DE6946.and is referenced to NAD 83.
 DE6946
 DE6946.The dynamic height is computed by dividing the NAVD 88
 DE6946.geopotential number by the normal gravity value computed on the
 DE6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6946.degrees latitude (g = 980.6199 gals.).
 DE6946
 DE6946.The modeled gravity was interpolated from observed gravity values.
 DE6946
 DE6946. The following values were computed from the NAD 83(2007) position.
 DE6946
 DE6946;                    North         East     Units Scale Factor Converg.
 DE6946;SPC MN C     -   315,887.057   753,372.476   MT  0.99997794   -0 26 34.8
 DE6946;SPC MN C     - 1,036,372.79  2,471,689.53   sFT  0.99997794   -0 26 34.8
 DE6946;UTM  15      - 5,200,256.686   358,254.210   MT  0.99984695   -1 21 39.6
 DE6946
 DE6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6946!SPC MN C     -   0.99993491  x   0.99997794  =   0.99991285
 DE6946!UTM  15      -   0.99993491  x   0.99984695  =   0.99978187
 DE6946
 DE6946                          SUPERSEDED SURVEY CONTROL
 DE6946
 DE6946  NAD 83(1996)-  46 56 26.48183(N)    094 51 44.67764(W) AD(       ) 1
 DE6946  ELLIP H (08/23/02)  415.291  (m)                       GP(       ) 4 1
 DE6946  NAVD 88 (08/23/02)  442.78   (m)         1452.7    (f) LEVELING    3  
 DE6946
 DE6946.Superseded values are not recommended for survey control.
 DE6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6946.See file dsdata.txt to determine how the superseded data were derived.
 DE6946
 DE6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5825400256(NAD 83)
 DE6946
 DE6946_MARKER: DD = SURVEY DISK
 DE6946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6946_STAMPING: 2902 J 1999
 DE6946_MARK LOGO: MNDT  
 DE6946_PROJECTION: FLUSH
 DE6946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6946+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2002
 DE6946_ROD/PIPE-DEPTH: 13.7 meters
 DE6946
 DE6946  HISTORY     - Date     Condition        Report By
 DE6946  HISTORY     - 1999     MONUMENTED       MNDT
 DE6946  HISTORY     - 20020916 GOOD             MNDT
 DE6946
 DE6946                          STATION DESCRIPTION
 DE6946
 DE6946'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6946'1.5 MI (2.4 KM) SW OF NEVIS, 1.65 MI (2.66 KM) SW ALONG TH 34 FROM JCT
 DE6946'OF CO RD 13, AT TH 34 MP 84.80, 72.5 FT (22.1 M) SE OF TH 34, 2.5 FT
 DE6946'(0.8 M) NW OF FENCE, 175 FT (53.3 M) NE OF DRIVEWAY, 2.1 FT (0.6 M) NW
 DE6946'OF WIT POST.
 DE6946
 DE6946                          STATION RECOVERY (2002)
 DE6946
 DE6946'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DE6946'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6947 ***********************************************************************
 DE6947  DESIGNATION -  2902 K
 DE6947  PID         -  DE6947
 DE6947  STATE/COUNTY-  MN/HUBBARD
 DE6947  COUNTRY     -  US
 DE6947  USGS QUAD   -  DORSET (1980)
 DE6947
 DE6947                         *CURRENT SURVEY CONTROL
 DE6947  ______________________________________________________________________
 DE6947* NAD 83(2007) POSITION- 46 55 47.44467(N) 094 53 54.78493(W)   ADJUSTED  
 DE6947* NAD 83(2007) ELLIP HT-   410.711 (meters)        (02/10/07)   ADJUSTED
 DE6947* NAD 83(2007) EPOCH   -  2002.00
 DE6947* NAVD 88 ORTHO HEIGHT -   438.155  (meters)    1437.51  (feet) ADJUSTED  
 DE6947  ______________________________________________________________________
 DE6947  NAD 83(2007) X  -   -372,621.237 (meters)                     COMP
 DE6947  NAD 83(2007) Y  - -4,347,730.300 (meters)                     COMP
 DE6947  NAD 83(2007) Z  -  4,636,742.384 (meters)                     COMP
 DE6947  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 DE6947  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DE6947  DYNAMIC HEIGHT  -        438.183 (meters)     1437.61  (feet) COMP
 DE6947  MODELED GRAVITY -    980,662.6   (mgal)                       NAVD 88
 DE6947
 DE6947  VERT ORDER      -  SECOND    CLASS I
 DE6947
 DE6947  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6947  Type                                         Horiz  Ellip  Dist(km)
 DE6947  -------------------------------------------------------------------
 DE6947  NETWORK                                       0.76   0.55
 DE6947  -------------------------------------------------------------------
 DE6947  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.43      1.80
 DE6947  -------------------------------------------------------------------
 DE6947  NOTE: Click here for information on individual local accuracy
 DE6947  values and other accuracy information.
 DE6947
 DE6947
 DE6947.The horizontal coordinates were established by GPS observations
 DE6947.and adjusted by the National Geodetic Survey in February 2007.
 DE6947
 DE6947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6947.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6947
 DE6947.The horizontal coordinates are valid at the epoch date displayed above
 DE6947.which is a decimal equivalence of Year/Month/Day.
 DE6947
 DE6947.The orthometric height was determined by differential leveling and
 DE6947.adjusted in May 2008.
 DE6947
 DE6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6947
 DE6947.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6947
 DE6947.The ellipsoidal height was determined by GPS observations
 DE6947.and is referenced to NAD 83.
 DE6947
 DE6947.The dynamic height is computed by dividing the NAVD 88
 DE6947.geopotential number by the normal gravity value computed on the
 DE6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6947.degrees latitude (g = 980.6199 gals.).
 DE6947
 DE6947.The modeled gravity was interpolated from observed gravity values.
 DE6947
 DE6947. The following values were computed from the NAD 83(2007) position.
 DE6947
 DE6947;                    North         East     Units Scale Factor Converg.
 DE6947;SPC MN C     -   314,703.538   750,610.990   MT  0.99997596   -0 28 09.0
 DE6947;SPC MN C     - 1,032,489.86  2,462,629.56   sFT  0.99997596   -0 28 09.0
 DE6947;UTM  15      - 5,199,117.704   355,474.465   MT  0.99985673   -1 23 13.8
 DE6947
 DE6947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6947!SPC MN C     -   0.99993562  x   0.99997596  =   0.99991159
 DE6947!UTM  15      -   0.99993562  x   0.99985673  =   0.99979236
 DE6947
 DE6947:                Primary Azimuth Mark                     Grid Az
 DE6947:SPC MN C     -  2902 L                                   272 35 35.6
 DE6947:UTM  15      -  2902 L                                   273 30 40.4
 DE6947
 DE6947|---------------------------------------------------------------------|
 DE6947| PID    Reference Object                     Distance      Geod. Az  |
 DE6947|                                                           dddmmss.s |
 DE6947| DE6948 2902 L                              APPROX. 1.1 KM 2720726.6 |
 DE6947|---------------------------------------------------------------------|
 DE6947
 DE6947                          SUPERSEDED SURVEY CONTROL
 DE6947
 DE6947  NAD 83(1996)-  46 55 47.44443(N)    094 53 54.78450(W) AD(       ) 1
 DE6947  ELLIP H (08/23/02)  410.724  (m)                       GP(       ) 4 1
 DE6947  NAVD 88 (08/23/02)  438.16   (m)         1437.5    (f) LEVELING    3  
 DE6947
 DE6947.Superseded values are not recommended for survey control.
 DE6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6947.See file dsdata.txt to determine how the superseded data were derived.
 DE6947
 DE6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5547499117(NAD 83)
 DE6947
 DE6947_MARKER: DD = SURVEY DISK
 DE6947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6947_STAMPING: 2902 K 1999
 DE6947_MARK LOGO: MNDT  
 DE6947_PROJECTION: RECESSED 5 CENTIMETERS
 DE6947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6947+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6947_ROD/PIPE-DEPTH: 10.7 meters
 DE6947
 DE6947  HISTORY     - Date     Condition        Report By
 DE6947  HISTORY     - 1999     MONUMENTED       MNDT
 DE6947
 DE6947                          STATION DESCRIPTION
 DE6947
 DE6947'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6947'2.7 MI (4.3 KM) ESE OF DORSET, 2.70 MI (4.35 KM) EAST ALONG TH 34 FROM
 DE6947'JCT OF TH 226, AT TH 34 MP 82.85, 73 FT (22.3 M) NORTH OF TH 34, 87 FT
 DE6947'(26.5 M) SOUTH OF RD, 58.3 FT (17.8 M) SSW OF GUY POLE, 2.8 FT (0.9 M)
 DE6947'SOUTH OF FENCE COR, 2.2 FT (0.7 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6948 ***********************************************************************
 DE6948  DESIGNATION -  2902 L
 DE6948  PID         -  DE6948
 DE6948  STATE/COUNTY-  MN/HUBBARD
 DE6948  COUNTRY     -  US
 DE6948  USGS QUAD   -  DORSET (1980)
 DE6948
 DE6948                         *CURRENT SURVEY CONTROL
 DE6948  ______________________________________________________________________
 DE6948* NAD 83(2007) POSITION- 46 55 48.81759(N) 094 54 48.96205(W)   ADJUSTED  
 DE6948* NAD 83(2007) ELLIP HT-   413.524 (meters)        (02/10/07)   ADJUSTED
 DE6948* NAD 83(2007) EPOCH   -  2002.00
 DE6948* NAVD 88 ORTHO HEIGHT -   440.941  (meters)    1446.65  (feet) ADJUSTED  
 DE6948  ______________________________________________________________________
 DE6948  NAD 83(2007) X  -   -373,760.702 (meters)                     COMP
 DE6948  NAD 83(2007) Y  - -4,347,603.333 (meters)                     COMP
 DE6948  NAD 83(2007) Z  -  4,636,773.393 (meters)                     COMP
 DE6948  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC09
 DE6948  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DE6948  DYNAMIC HEIGHT  -        440.969 (meters)     1446.75  (feet) COMP
 DE6948  MODELED GRAVITY -    980,661.9   (mgal)                       NAVD 88
 DE6948
 DE6948  VERT ORDER      -  SECOND    CLASS I
 DE6948
 DE6948  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6948  Type                                         Horiz  Ellip  Dist(km)
 DE6948  -------------------------------------------------------------------
 DE6948  NETWORK                                       0.89   0.65
 DE6948  -------------------------------------------------------------------
 DE6948  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.53      1.50
 DE6948  -------------------------------------------------------------------
 DE6948  NOTE: Click here for information on individual local accuracy
 DE6948  values and other accuracy information.
 DE6948
 DE6948
 DE6948.The horizontal coordinates were established by GPS observations
 DE6948.and adjusted by the National Geodetic Survey in February 2007.
 DE6948
 DE6948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6948.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6948
 DE6948.The horizontal coordinates are valid at the epoch date displayed above
 DE6948.which is a decimal equivalence of Year/Month/Day.
 DE6948
 DE6948.The orthometric height was determined by differential leveling and
 DE6948.adjusted in May 2008.
 DE6948
 DE6948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6948
 DE6948.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6948
 DE6948.The ellipsoidal height was determined by GPS observations
 DE6948.and is referenced to NAD 83.
 DE6948
 DE6948.The dynamic height is computed by dividing the NAVD 88
 DE6948.geopotential number by the normal gravity value computed on the
 DE6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6948.degrees latitude (g = 980.6199 gals.).
 DE6948
 DE6948.The modeled gravity was interpolated from observed gravity values.
 DE6948
 DE6948. The following values were computed from the NAD 83(2007) position.
 DE6948
 DE6948;                    North         East     Units Scale Factor Converg.
 DE6948;SPC MN C     -   314,755.425   749,465.333   MT  0.99997602   -0 28 48.1
 DE6948;SPC MN C     - 1,032,660.09  2,458,870.85   sFT  0.99997602   -0 28 48.1
 DE6948;UTM  15      - 5,199,187.933   354,329.921   MT  0.99986081   -1 23 53.4
 DE6948
 DE6948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6948!SPC MN C     -   0.99993518  x   0.99997602  =   0.99991121
 DE6948!UTM  15      -   0.99993518  x   0.99986081  =   0.99979600
 DE6948
 DE6948:                Primary Azimuth Mark                     Grid Az
 DE6948:SPC MN C     -  2902 K                                   092 35 35.1
 DE6948:UTM  15      -  2902 K                                   093 30 40.4
 DE6948
 DE6948|---------------------------------------------------------------------|
 DE6948| PID    Reference Object                     Distance      Geod. Az  |
 DE6948|                                                           dddmmss.s |
 DE6948| DE6947 2902 K                              APPROX. 1.1 KM 0920647.0 |
 DE6948|---------------------------------------------------------------------|
 DE6948
 DE6948                          SUPERSEDED SURVEY CONTROL
 DE6948
 DE6948  NAD 83(1996)-  46 55 48.81733(N)    094 54 48.96166(W) AD(       ) 1
 DE6948  ELLIP H (08/23/02)  413.540  (m)                       GP(       ) 4 1
 DE6948  NAVD 88 (08/23/02)  440.95   (m)         1446.7    (f) LEVELING    3  
 DE6948
 DE6948.Superseded values are not recommended for survey control.
 DE6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6948.See file dsdata.txt to determine how the superseded data were derived.
 DE6948
 DE6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5432999187(NAD 83)
 DE6948
 DE6948_MARKER: DD = SURVEY DISK
 DE6948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6948_STAMPING: 2902 L 1999
 DE6948_MARK LOGO: MNDT  
 DE6948_PROJECTION: RECESSED 3 CENTIMETERS
 DE6948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6948+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6948_ROD/PIPE-DEPTH: 29.0 meters
 DE6948
 DE6948  HISTORY     - Date     Condition        Report By
 DE6948  HISTORY     - 1999     MONUMENTED       MNDT
 DE6948
 DE6948                          STATION DESCRIPTION
 DE6948
 DE6948'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6948'2 MI (3.2 KM) SSE OF DORSET, 2.0 MI (3.2 KM) EAST ALONG TH 34 FROM JCT
 DE6948'OF TH 226, AT TH 34 MP 82.15, 69 FT (21.0 M) NORTH OF TH 34, 2 FT (0.6
 DE6948'M) SOUTH OF FENCE, 1.8 FT (0.5 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6949 ***********************************************************************
 DE6949  DESIGNATION -  2902 M
 DE6949  PID         -  DE6949
 DE6949  STATE/COUNTY-  MN/HUBBARD
 DE6949  COUNTRY     -  US
 DE6949  USGS QUAD   -  DORSET (1980)
 DE6949
 DE6949                         *CURRENT SURVEY CONTROL
 DE6949  ______________________________________________________________________
 DE6949* NAD 83(2007) POSITION- 46 56 11.32934(N) 094 56 41.24329(W)   ADJUSTED  
 DE6949* NAD 83(2007) ELLIP HT-   420.532 (meters)        (02/10/07)   ADJUSTED
 DE6949* NAD 83(2007) EPOCH   -  2002.00
 DE6949* NAVD 88 ORTHO HEIGHT -   447.916  (meters)    1469.54  (feet) ADJUSTED  
 DE6949  ______________________________________________________________________
 DE6949  NAD 83(2007) X  -   -376,083.919 (meters)                     COMP
 DE6949  NAD 83(2007) Y  - -4,346,897.990 (meters)                     COMP
 DE6949  NAD 83(2007) Z  -  4,637,253.241 (meters)                     COMP
 DE6949  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 DE6949  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DE6949  DYNAMIC HEIGHT  -        447.943 (meters)     1469.63  (feet) COMP
 DE6949  MODELED GRAVITY -    980,660.9   (mgal)                       NAVD 88
 DE6949
 DE6949  VERT ORDER      -  SECOND    CLASS I
 DE6949
 DE6949  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6949  Type                                         Horiz  Ellip  Dist(km)
 DE6949  -------------------------------------------------------------------
 DE6949  NETWORK                                       0.94   0.67
 DE6949  -------------------------------------------------------------------
 DE6949  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.88   0.61      1.55
 DE6949  -------------------------------------------------------------------
 DE6949  NOTE: Click here for information on individual local accuracy
 DE6949  values and other accuracy information.
 DE6949
 DE6949
 DE6949.The horizontal coordinates were established by GPS observations
 DE6949.and adjusted by the National Geodetic Survey in February 2007.
 DE6949
 DE6949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6949.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6949
 DE6949.The horizontal coordinates are valid at the epoch date displayed above
 DE6949.which is a decimal equivalence of Year/Month/Day.
 DE6949
 DE6949.The orthometric height was determined by differential leveling and
 DE6949.adjusted in May 2008.
 DE6949
 DE6949.Photographs are available for this station.
 DE6949
 DE6949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6949
 DE6949.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6949
 DE6949.The ellipsoidal height was determined by GPS observations
 DE6949.and is referenced to NAD 83.
 DE6949
 DE6949.The dynamic height is computed by dividing the NAVD 88
 DE6949.geopotential number by the normal gravity value computed on the
 DE6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6949.degrees latitude (g = 980.6199 gals.).
 DE6949
 DE6949.The modeled gravity was interpolated from observed gravity values.
 DE6949
 DE6949. The following values were computed from the NAD 83(2007) position.
 DE6949
 DE6949;                    North         East     Units Scale Factor Converg.
 DE6949;SPC MN C     -   315,470.921   747,096.361   MT  0.99997717   -0 30 09.4
 DE6949;SPC MN C     - 1,035,007.51  2,451,098.64   sFT  0.99997717   -0 30 09.4
 DE6949;UTM  15      - 5,199,941.221   351,972.983   MT  0.99986932   -1 25 16.0
 DE6949
 DE6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6949!SPC MN C     -   0.99993409  x   0.99997717  =   0.99991126
 DE6949!UTM  15      -   0.99993409  x   0.99986932  =   0.99980341
 DE6949
 DE6949                          SUPERSEDED SURVEY CONTROL
 DE6949
 DE6949  NAD 83(1996)-  46 56 11.32903(N)    094 56 41.24295(W) AD(       ) 1
 DE6949  ELLIP H (08/23/02)  420.554  (m)                       GP(       ) 4 1
 DE6949  NAVD 88 (08/23/02)  447.92   (m)         1469.6    (f) LEVELING    3  
 DE6949
 DE6949.Superseded values are not recommended for survey control.
 DE6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6949.See file dsdata.txt to determine how the superseded data were derived.
 DE6949
 DE6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5197299941(NAD 83)
 DE6949
 DE6949_MARKER: DD = SURVEY DISK
 DE6949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6949_STAMPING: 2902 M 1999
 DE6949_MARK LOGO: MNDT  
 DE6949_PROJECTION: FLUSH
 DE6949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6949+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 DE6949_ROD/PIPE-DEPTH: 30.4 meters
 DE6949
 DE6949  HISTORY     - Date     Condition        Report By
 DE6949  HISTORY     - 1999     MONUMENTED       MNDT
 DE6949  HISTORY     - 20031015 GOOD             MNDT
 DE6949
 DE6949                          STATION DESCRIPTION
 DE6949
 DE6949'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6949'1.5 MI (2.4 KM) SSE OF DORSET, 0.4 MI (0.6 KM) EAST ALONG TH 34 FROM
 DE6949'JCT OF TH 226, AT TH 34 MP 80.55, 81 FT (24.7 M) NORTH OF TH 34, 54.2
 DE6949'FT (16.5 M) WEST OF P-POLE, 105 FT (32.0 M) WEST OF ENT TO CAMAS
 DE6949'GRAVEL PIT, 1.3 FT (0.4 M) SOUTH OF FENCE, 3.4 FT (1.0 M) EAST OF WIT
 DE6949'POST.  ROD DEPTH IS 105 FT.
 DE6949
 DE6949                          STATION RECOVERY (2003)
 DE6949
 DE6949'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DE6949'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6950 ***********************************************************************
 DE6950  DESIGNATION -  2902 N
 DE6950  PID         -  DE6950
 DE6950  STATE/COUNTY-  MN/HUBBARD
 DE6950  COUNTRY     -  US
 DE6950  USGS QUAD   -  DORSET (1980)
 DE6950
 DE6950                         *CURRENT SURVEY CONTROL
 DE6950  ______________________________________________________________________
 DE6950* NAD 83(2007) POSITION- 46 55 54.96402(N) 094 59 17.80989(W)   ADJUSTED  
 DE6950* NAD 83(2007) ELLIP HT-   400.759 (meters)        (02/10/07)   ADJUSTED
 DE6950* NAD 83(2007) EPOCH   -  2002.00
 DE6950* NAVD 88 ORTHO HEIGHT -   428.119  (meters)    1404.59  (feet) ADJUSTED  
 DE6950  ______________________________________________________________________
 DE6950  NAD 83(2007) X  -   -379,414.282 (meters)                     COMP
 DE6950  NAD 83(2007) Y  - -4,346,965.650 (meters)                     COMP
 DE6950  NAD 83(2007) Z  -  4,636,893.689 (meters)                     COMP
 DE6950  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC09
 DE6950  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DE6950  DYNAMIC HEIGHT  -        428.143 (meters)     1404.67  (feet) COMP
 DE6950  MODELED GRAVITY -    980,657.6   (mgal)                       NAVD 88
 DE6950
 DE6950  VERT ORDER      -  SECOND    CLASS I
 DE6950
 DE6950  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6950  Type                                         Horiz  Ellip  Dist(km)
 DE6950  -------------------------------------------------------------------
 DE6950  NETWORK                                       0.99   0.74
 DE6950  -------------------------------------------------------------------
 DE6950  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.98   0.71      1.84
 DE6950  -------------------------------------------------------------------
 DE6950  NOTE: Click here for information on individual local accuracy
 DE6950  values and other accuracy information.
 DE6950
 DE6950
 DE6950.The horizontal coordinates were established by GPS observations
 DE6950.and adjusted by the National Geodetic Survey in February 2007.
 DE6950
 DE6950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6950.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6950
 DE6950.The horizontal coordinates are valid at the epoch date displayed above
 DE6950.which is a decimal equivalence of Year/Month/Day.
 DE6950
 DE6950.The orthometric height was determined by differential leveling and
 DE6950.adjusted in May 2008.
 DE6950
 DE6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6950
 DE6950.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6950
 DE6950.The ellipsoidal height was determined by GPS observations
 DE6950.and is referenced to NAD 83.
 DE6950
 DE6950.The dynamic height is computed by dividing the NAVD 88
 DE6950.geopotential number by the normal gravity value computed on the
 DE6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6950.degrees latitude (g = 980.6199 gals.).
 DE6950
 DE6950.The modeled gravity was interpolated from observed gravity values.
 DE6950
 DE6950. The following values were computed from the NAD 83(2007) position.
 DE6950
 DE6950;                    North         East     Units Scale Factor Converg.
 DE6950;SPC MN C     -   314,995.545   743,780.213   MT  0.99997634   -0 32 02.6
 DE6950;SPC MN C     - 1,033,447.88  2,440,218.92   sFT  0.99997634   -0 32 02.6
 DE6950;UTM  15      - 5,199,519.114   348,649.977   MT  0.99988155   -1 27 10.1
 DE6950
 DE6950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6950!SPC MN C     -   0.99993718  x   0.99997634  =   0.99991353
 DE6950!UTM  15      -   0.99993718  x   0.99988155  =   0.99981874
 DE6950
 DE6950:                Primary Azimuth Mark                     Grid Az
 DE6950:SPC MN C     -  2902 P                                   253 47 08.9
 DE6950:UTM  15      -  2902 P                                   254 42 16.4
 DE6950
 DE6950|---------------------------------------------------------------------|
 DE6950| PID    Reference Object                     Distance      Geod. Az  |
 DE6950|                                                           dddmmss.s |
 DE6950| DE6951 2902 P                              APPROX. 1.3 KM 2531506.3 |
 DE6950|---------------------------------------------------------------------|
 DE6950
 DE6950                          SUPERSEDED SURVEY CONTROL
 DE6950
 DE6950  NAD 83(1996)-  46 55 54.96366(N)    094 59 17.80962(W) AD(       ) 1
 DE6950  ELLIP H (08/23/02)  400.784  (m)                       GP(       ) 4 1
 DE6950  NAVD 88 (08/23/02)  428.12   (m)         1404.6    (f) LEVELING    3  
 DE6950
 DE6950.Superseded values are not recommended for survey control.
 DE6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6950.See file dsdata.txt to determine how the superseded data were derived.
 DE6950
 DE6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4864999519(NAD 83)
 DE6950
 DE6950_MARKER: DD = SURVEY DISK
 DE6950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6950_STAMPING: 2902 N 1999
 DE6950_MARK LOGO: MNDT  
 DE6950_PROJECTION: RECESSED 5 CENTIMETERS
 DE6950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6950+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6950_ROD/PIPE-DEPTH: 30.4 meters
 DE6950
 DE6950  HISTORY     - Date     Condition        Report By
 DE6950  HISTORY     - 1999     MONUMENTED       MNDT
 DE6950
 DE6950                          STATION DESCRIPTION
 DE6950
 DE6950'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6950'3 MI (4.8 KM) EAST OF PARK RAPIDS, 3.5 MI (5.6 KM) EAST ALONG TH 34
 DE6950'FROM JCT OF TH 71, AT TH 34 MP 78.45, 65 FT (19.8 M) NW OF TH 34, 22
 DE6950'FT (6.7 M) SW OF P-POLE, 2.6 FT (0.8 M) SE OF WIT POST.  ROD DEPTH IS
 DE6950'100 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6951 ***********************************************************************
 DE6951  DESIGNATION -  2902 P
 DE6951  PID         -  DE6951
 DE6951  STATE/COUNTY-  MN/HUBBARD
 DE6951  COUNTRY     -  US
 DE6951  USGS QUAD   -  PARK RAPIDS (1980)
 DE6951
 DE6951                         *CURRENT SURVEY CONTROL
 DE6951  ______________________________________________________________________
 DE6951* NAD 83(2007) POSITION- 46 55 42.88473(N) 095 00 16.38276(W)   ADJUSTED  
 DE6951* NAD 83(2007) ELLIP HT-   412.399 (meters)        (02/10/07)   ADJUSTED
 DE6951* NAD 83(2007) EPOCH   -  2002.00
 DE6951* NAVD 88 ORTHO HEIGHT -   439.746  (meters)    1442.73  (feet) ADJUSTED  
 DE6951  ______________________________________________________________________
 DE6951  NAD 83(2007) X  -   -380,673.138 (meters)                     COMP
 DE6951  NAD 83(2007) Y  - -4,347,137.125 (meters)                     COMP
 DE6951  NAD 83(2007) Z  -  4,636,647.449 (meters)                     COMP
 DE6951  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC09
 DE6951  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DE6951  DYNAMIC HEIGHT  -        439.771 (meters)     1442.82  (feet) COMP
 DE6951  MODELED GRAVITY -    980,656.3   (mgal)                       NAVD 88
 DE6951
 DE6951  VERT ORDER      -  SECOND    CLASS I
 DE6951
 DE6951  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6951  Type                                         Horiz  Ellip  Dist(km)
 DE6951  -------------------------------------------------------------------
 DE6951  NETWORK                                       1.13   0.84
 DE6951  -------------------------------------------------------------------
 DE6951  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.21   0.84      1.29
 DE6951  -------------------------------------------------------------------
 DE6951  NOTE: Click here for information on individual local accuracy
 DE6951  values and other accuracy information.
 DE6951
 DE6951
 DE6951.The horizontal coordinates were established by GPS observations
 DE6951.and adjusted by the National Geodetic Survey in February 2007.
 DE6951
 DE6951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6951.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6951
 DE6951.The horizontal coordinates are valid at the epoch date displayed above
 DE6951.which is a decimal equivalence of Year/Month/Day.
 DE6951
 DE6951.The orthometric height was determined by differential leveling and
 DE6951.adjusted in May 2008.
 DE6951
 DE6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6951
 DE6951.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6951
 DE6951.The ellipsoidal height was determined by GPS observations
 DE6951.and is referenced to NAD 83.
 DE6951
 DE6951.The dynamic height is computed by dividing the NAVD 88
 DE6951.geopotential number by the normal gravity value computed on the
 DE6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6951.degrees latitude (g = 980.6199 gals.).
 DE6951
 DE6951.The modeled gravity was interpolated from observed gravity values.
 DE6951
 DE6951. The following values were computed from the NAD 83(2007) position.
 DE6951
 DE6951;                    North         East     Units Scale Factor Converg.
 DE6951;SPC MN C     -   314,634.233   742,537.724   MT  0.99997573   -0 32 45.0
 DE6951;SPC MN C     - 1,032,262.48  2,436,142.52   sFT  0.99997573   -0 32 45.0
 DE6951;UTM  15      - 5,199,177.803   347,401.969   MT  0.99988621   -1 27 52.6
 DE6951
 DE6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6951!SPC MN C     -   0.99993536  x   0.99997573  =   0.99991109
 DE6951!UTM  15      -   0.99993536  x   0.99988621  =   0.99982158
 DE6951
 DE6951:                Primary Azimuth Mark                     Grid Az
 DE6951:SPC MN C     -  2902 N                                   073 47 08.5
 DE6951:UTM  15      -  2902 N                                   074 42 16.1
 DE6951
 DE6951|---------------------------------------------------------------------|
 DE6951| PID    Reference Object                     Distance      Geod. Az  |
 DE6951|                                                           dddmmss.s |
 DE6951| DE6950 2902 N                              APPROX. 1.3 KM 0731423.5 |
 DE6951|---------------------------------------------------------------------|
 DE6951
 DE6951                          SUPERSEDED SURVEY CONTROL
 DE6951
 DE6951  NAD 83(1996)-  46 55 42.88433(N)    095 00 16.38268(W) AD(       ) 1
 DE6951  ELLIP H (08/23/02)  412.427  (m)                       GP(       ) 4 1
 DE6951  NAVD 88 (08/23/02)  439.75   (m)         1442.7    (f) LEVELING    3  
 DE6951
 DE6951.Superseded values are not recommended for survey control.
 DE6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6951.See file dsdata.txt to determine how the superseded data were derived.
 DE6951
 DE6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4740199177(NAD 83)
 DE6951
 DE6951_MARKER: DD = SURVEY DISK
 DE6951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6951_STAMPING: 2902 P 1999
 DE6951_MARK LOGO: MNDT  
 DE6951_PROJECTION: RECESSED 3 CENTIMETERS
 DE6951_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6951+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE6951_ROD/PIPE-DEPTH: 24.4 meters
 DE6951
 DE6951  HISTORY     - Date     Condition        Report By
 DE6951  HISTORY     - 1999     MONUMENTED       MNDT
 DE6951
 DE6951                          STATION DESCRIPTION
 DE6951
 DE6951'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6951'2 MI (3.2 KM) EAST OF PARK RAPIDS, 2.65 EAST ALONG TH 34 FROM JCT OF
 DE6951'TH 71, AT TH 34 MP 77.6, 73 FT (22.3 M) NW OF TH 34, 4.2 FT (1.3 M) SE
 DE6951'OF FENCE, 12.9 FT (3.9 M) ESE OF P-POLE, 3.9 FT (1.2 M) SE OF WIT
 DE6951'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4167 ***********************************************************************
 DI4167  DESIGNATION -  2902 S
 DI4167  PID         -  DI4167
 DI4167  STATE/COUNTY-  MN/HUBBARD
 DI4167  COUNTRY     -  US
 DI4167  USGS QUAD   -  PARK RAPIDS (1980)
 DI4167
 DI4167                         *CURRENT SURVEY CONTROL
 DI4167  ______________________________________________________________________
 DI4167* NAD 83(1986) POSITION- 46 55 32.5    (N) 095 00 58.6    (W)   HD_HELD2  
 DI4167* NAVD 88 ORTHO HEIGHT -   438.224  (meters)    1437.74  (feet) ADJUSTED  
 DI4167  ______________________________________________________________________
 DI4167  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DI4167  DYNAMIC HEIGHT  -        438.248 (meters)     1437.82  (feet) COMP
 DI4167  MODELED GRAVITY -    980,655.2   (mgal)                       NAVD 88
 DI4167
 DI4167  VERT ORDER      -  SECOND    CLASS I
 DI4167
 DI4167.The horizontal coordinates were established by autonomous hand held GPS
 DI4167.observations and have an estimated accuracy of +/- 10 meters.
 DI4167.
 DI4167.The orthometric height was determined by differential leveling and
 DI4167.adjusted in May 2008.
 DI4167
 DI4167.No vertical observational check was made to the station.
 DI4167
 DI4167.The dynamic height is computed by dividing the NAVD 88
 DI4167.geopotential number by the normal gravity value computed on the
 DI4167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4167.degrees latitude (g = 980.6199 gals.).
 DI4167
 DI4167.The modeled gravity was interpolated from observed gravity values.
 DI4167
 DI4167;                    North         East    Units  Estimated Accuracy
 DI4167;SPC MN C     -   314,322.      741,642.      MT  (+/- 10 meters HH2 GPS)
 DI4167
 DI4167                          SUPERSEDED SURVEY CONTROL
 DI4167
 DI4167.No superseded survey control is available for this station.
 DI4167
 DI4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4650198880(NAD 83)
 DI4167
 DI4167_MARKER: DV = VERTICAL CONTROL DISK
 DI4167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4167_STAMPING: 2902 S 2000
 DI4167_MARK LOGO: MNDT  
 DI4167_PROJECTION: RECESSED 3 CENTIMETERS
 DI4167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4167+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DI4167_ROD/PIPE-DEPTH:  3.0 meters
 DI4167
 DI4167  HISTORY     - Date     Condition        Report By
 DI4167  HISTORY     - 2000     MONUMENTED       MNDT
 DI4167
 DI4167                          STATION DESCRIPTION
 DI4167
 DI4167'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DI4167'2.0 MI (3.2 KM) EAST OF PARK RAPIDS, 2.05 MI (3.30 KM) EAST ALONG TH
 DI4167'34 FROM JCT OF TH 34 AND TH 71 IN PARK RAPIDS, AT TH 34 MP 77.0,
 DI4167' 
 DI4167'114.9 FT (35.0 M) NORTH OF TH 34, 160.0 FT (48.8 M) WEST OF CO RD 4,
 DI4167'18.5 FT (5.6 M) NORTH OF P-POLE, 64.9 FT (19.8 M) WNW OF NORTH P-POLE
 DI4167'OF TWO, 40.4 FT (12.3 M) NORTH OF TEL PEDESTAL NO RA1-900-7, 0.5 FT
 DI4167'(15.2 CM) SOUTH OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6210 ***********************************************************************
 DE6210  DESIGNATION -  2903 B
 DE6210  PID         -  DE6210
 DE6210  STATE/COUNTY-  MN/CASS
 DE6210  COUNTRY     -  US
 DE6210  USGS QUAD   -  OSHAWA (1980)
 DE6210
 DE6210                         *CURRENT SURVEY CONTROL
 DE6210  ______________________________________________________________________
 DE6210* NAD 83(2007) POSITION- 46 48 14.54005(N) 094 43 24.61297(W)   ADJUSTED  
 DE6210* NAD 83(2007) ELLIP HT-   399.630 (meters)        (02/10/07)   ADJUSTED
 DE6210* NAD 83(2007) EPOCH   -  2002.00
 DE6210* NAVD 88 ORTHO HEIGHT -   427.233  (meters)    1401.68  (feet) ADJUSTED  
 DE6210  ______________________________________________________________________
 DE6210  NAD 83(2007) X  -   -360,176.401 (meters)                     COMP
 DE6210  NAD 83(2007) Y  - -4,359,013.190 (meters)                     COMP
 DE6210  NAD 83(2007) Z  -  4,627,171.721 (meters)                     COMP
 DE6210  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC09
 DE6210  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DE6210  DYNAMIC HEIGHT  -        427.253 (meters)     1401.75  (feet) COMP
 DE6210  MODELED GRAVITY -    980,647.7   (mgal)                       NAVD 88
 DE6210
 DE6210  VERT ORDER      -  SECOND    CLASS I
 DE6210
 DE6210  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6210  Type                                         Horiz  Ellip  Dist(km)
 DE6210  -------------------------------------------------------------------
 DE6210  NETWORK                                       0.64   0.47
 DE6210  -------------------------------------------------------------------
 DE6210  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.62   0.41      3.25
 DE6210  -------------------------------------------------------------------
 DE6210  NOTE: Click here for information on individual local accuracy
 DE6210  values and other accuracy information.
 DE6210
 DE6210
 DE6210.The horizontal coordinates were established by GPS observations
 DE6210.and adjusted by the National Geodetic Survey in February 2007.
 DE6210
 DE6210.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6210.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6210
 DE6210.The horizontal coordinates are valid at the epoch date displayed above
 DE6210.which is a decimal equivalence of Year/Month/Day.
 DE6210
 DE6210.The orthometric height was determined by differential leveling and
 DE6210.adjusted in August 2002.
 DE6210
 DE6210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6210
 DE6210.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6210
 DE6210.The ellipsoidal height was determined by GPS observations
 DE6210.and is referenced to NAD 83.
 DE6210
 DE6210.The dynamic height is computed by dividing the NAVD 88
 DE6210.geopotential number by the normal gravity value computed on the
 DE6210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6210.degrees latitude (g = 980.6199 gals.).
 DE6210
 DE6210.The modeled gravity was interpolated from observed gravity values.
 DE6210
 DE6210. The following values were computed from the NAD 83(2007) position.
 DE6210
 DE6210;                    North         East     Units Scale Factor Converg.
 DE6210;SPC MN C     -   300,624.124   763,857.575   MT  0.99995553   -0 20 33.1
 DE6210;SPC MN C     -   986,297.65  2,506,089.39   sFT  0.99995553   -0 20 33.1
 DE6210;UTM  15      - 5,184,830.191   368,492.565   MT  0.99981257   -1 15 23.9
 DE6210
 DE6210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6210!SPC MN C     -   0.99993736  x   0.99995553  =   0.99989289
 DE6210!UTM  15      -   0.99993736  x   0.99981257  =   0.99974994
 DE6210
 DE6210:                Primary Azimuth Mark                     Grid Az
 DE6210:SPC MN C     -  2903 C                                   001 58 22.6
 DE6210:UTM  15      -  2903 C                                   002 53 13.4
 DE6210
 DE6210|---------------------------------------------------------------------|
 DE6210| PID    Reference Object                     Distance      Geod. Az  |
 DE6210|                                                           dddmmss.s |
 DE6210| DE6212 2903 C                              APPROX. 1.6 KM 0013749.5 |
 DE6210|---------------------------------------------------------------------|
 DE6210
 DE6210                          SUPERSEDED SURVEY CONTROL
 DE6210
 DE6210  NAD 83(1996)-  46 48 14.53987(N)    094 43 24.61289(W) AD(       ) 1
 DE6210  ELLIP H (09/24/02)  399.655  (m)                       GP(       ) 4 1
 DE6210  NAVD 88 (09/24/02)  427.23   (m)         1401.7    (f) LEVELING    3  
 DE6210
 DE6210.Superseded values are not recommended for survey control.
 DE6210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6210.See file dsdata.txt to determine how the superseded data were derived.
 DE6210
 DE6210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6849284830(NAD 83)
 DE6210
 DE6210_MARKER: DD = SURVEY DISK
 DE6210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6210_STAMPING: 2903 B 1993
 DE6210_MARK LOGO: MNDT  
 DE6210_PROJECTION: RECESSED 30 CENTIMETERS
 DE6210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6210+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2010
 DE6210_ROD/PIPE-DEPTH:  5.2 meters
 DE6210
 DE6210  HISTORY     - Date     Condition        Report By
 DE6210  HISTORY     - 19930401 MONUMENTED       MNDT
 DE6210  HISTORY     - 1998     GOOD             MNDT
 DE6210  HISTORY     - 19980825 GOOD             MNDT
 DE6210  HISTORY     - 20101107 GOOD             MNDT
 DE6210
 DE6210                          STATION DESCRIPTION
 DE6210
 DE6210'DESCRIBED BY MN DEPT OF TRANSP 1998
 DE6210'THE MARK IS LOCATED 14 MI (22.5 KM) SOUTH OF AKELEY, 4 MI (6.4 KM)
 DE6210'SOUTH OF NORTH JCT OF TH 64 AND TH 87 AT BADOURA FIRE TOWER, 1 MI (1.6
 DE6210'KM) WEST OF SOUTH JCT OF TH 64 AND TH 87, AT TH 64 MP 34.75, 36.3 FT
 DE6210'(11.1 M) WEST OF STATION BRAD TEMP, 45 FT (13.7 M) SW OF NE CORNER OF
 DE6210'SECTION 4, 1.5 FT (0.5 M) NORTH OF WIT POST.
 DE6210
 DE6210                          STATION RECOVERY (1998)
 DE6210
 DE6210'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 DE6210'THE MARK IS LOCATED 14 MI (22.5 KM) SOUTH OF AKELEY, 4 MI (6.4 KM)
 DE6210'SOUTH OF NORTH JCT OF TH 64 AND TH 87 AT BADOURA FIRE TOWER, 1 MI (1.6
 DE6210'KM) WEST OF SOUTH JCT OF TH 64 AND TH 87, AT TH 64 MP 34.75, 36.3 FT
 DE6210'(11.1 M) WEST OF STATION BRAD TEMP, 45 FT (13.7 M) SW OF NE CORNER OF
 DE6210'SECTION 4, 1.5 FT (0.5 M) NORTH OF WIT POST.
 DE6210
 DE6210                          STATION RECOVERY (2010)
 DE6210
 DE6210'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DE6210'THE MARK IS 14.0 MI (22.5 KM) SOUTH OF AKELEY.
 DE6210' 
 DE6210'TO REACH THE MARK GO 14.0 MI (22.5 KM) SOUTH ALONG TRUNK HIGHWAY 64
 DE6210'FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN AKELEY,
 DE6210'4.0 MI (6.4 KM) SOUTH ON TRUNK HIGHWAY 64 FROM NORTH JUNCTION OF TRUNK
 DE6210'HIGHWAY 64 AND TRUNK HIGHWAY 87 AT BADOURA FIRE TOWER, 0.9 MI (1.4 KM)
 DE6210'WEST ON TRUNK HIGHWAY 64 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 64 AND
 DE6210'TRUNK HIGHWAY 87, TO TRUNK HIGHWAY 64 MILE POINT 34.65, THEN 0.1 MI
 DE6210'(0.2 KM) SOUTH ON GRAVEL ROAD (MCKINNEY ROAD SOUTHWEST).
 DE6210' 
 DE6210'IT IS 36.3 FT (11.1 M) WEST OF STATION BRAD, 45 FT (13.7 M) SOUTHWEST
 DE6210'OF THE NORTHEAST CORNER OF SECTION 4, 11.0 FT (3.4 M) SOUTH OF ROAD,
 DE6210'43.0 FT (13.1 M) WEST OF ROAD, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6212 ***********************************************************************
 DE6212  DESIGNATION -  2903 C
 DE6212  PID         -  DE6212
 DE6212  STATE/COUNTY-  MN/HUBBARD
 DE6212  COUNTRY     -  US
 DE6212  USGS QUAD   -  OSHAWA (1980)
 DE6212
 DE6212                         *CURRENT SURVEY CONTROL
 DE6212  ______________________________________________________________________
 DE6212* NAD 83(2007) POSITION- 46 49 07.77274(N) 094 43 22.40571(W)   ADJUSTED  
 DE6212* NAD 83(2007) ELLIP HT-   399.541 (meters)        (02/10/07)   ADJUSTED
 DE6212* NAD 83(2007) EPOCH   -  2002.00
 DE6212* NAVD 88 ORTHO HEIGHT -   427.155  (meters)    1401.42  (feet) ADJUSTED  
 DE6212  ______________________________________________________________________
 DE6212  NAD 83(2007) X  -   -360,031.062 (meters)                     COMP
 DE6212  NAD 83(2007) Y  - -4,357,822.465 (meters)                     COMP
 DE6212  NAD 83(2007) Z  -  4,628,296.755 (meters)                     COMP
 DE6212  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC09
 DE6212  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DE6212  DYNAMIC HEIGHT  -        427.175 (meters)     1401.49  (feet) COMP
 DE6212  MODELED GRAVITY -    980,648.4   (mgal)                       NAVD 88
 DE6212
 DE6212  VERT ORDER      -  SECOND    CLASS I
 DE6212
 DE6212  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6212  Type                                         Horiz  Ellip  Dist(km)
 DE6212  -------------------------------------------------------------------
 DE6212  NETWORK                                       0.82   0.57
 DE6212  -------------------------------------------------------------------
 DE6212  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.43      2.60
 DE6212  -------------------------------------------------------------------
 DE6212  NOTE: Click here for information on individual local accuracy
 DE6212  values and other accuracy information.
 DE6212
 DE6212
 DE6212.The horizontal coordinates were established by GPS observations
 DE6212.and adjusted by the National Geodetic Survey in February 2007.
 DE6212
 DE6212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6212.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6212
 DE6212.The horizontal coordinates are valid at the epoch date displayed above
 DE6212.which is a decimal equivalence of Year/Month/Day.
 DE6212
 DE6212.The orthometric height was determined by differential leveling and
 DE6212.adjusted in August 2002.
 DE6212
 DE6212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6212
 DE6212.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6212
 DE6212.The ellipsoidal height was determined by GPS observations
 DE6212.and is referenced to NAD 83.
 DE6212
 DE6212.The dynamic height is computed by dividing the NAVD 88
 DE6212.geopotential number by the normal gravity value computed on the
 DE6212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6212.degrees latitude (g = 980.6199 gals.).
 DE6212
 DE6212.The modeled gravity was interpolated from observed gravity values.
 DE6212
 DE6212. The following values were computed from the NAD 83(2007) position.
 DE6212
 DE6212;                    North         East     Units Scale Factor Converg.
 DE6212;SPC MN C     -   302,267.557   763,914.188   MT  0.99995768   -0 20 31.5
 DE6212;SPC MN C     -   991,689.48  2,506,275.13   sFT  0.99995768   -0 20 31.5
 DE6212;UTM  15      - 5,186,472.275   368,575.382   MT  0.99981230   -1 15 23.4
 DE6212
 DE6212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6212!SPC MN C     -   0.99993737  x   0.99995768  =   0.99989506
 DE6212!UTM  15      -   0.99993737  x   0.99981230  =   0.99974969
 DE6212
 DE6212:                Primary Azimuth Mark                     Grid Az
 DE6212:SPC MN C     -  2903 D                                   356 11 00.9
 DE6212:UTM  15      -  2903 D                                   357 05 52.8
 DE6212
 DE6212|---------------------------------------------------------------------|
 DE6212| PID    Reference Object                     Distance      Geod. Az  |
 DE6212|                                                           dddmmss.s |
 DE6212| DE6213 2903 D                              APPROX. 1.6 KM 3555029.4 |
 DE6212|---------------------------------------------------------------------|
 DE6212
 DE6212                          SUPERSEDED SURVEY CONTROL
 DE6212
 DE6212  NAD 83(1996)-  46 49 07.77259(N)    094 43 22.40564(W) AD(       ) 1
 DE6212  ELLIP H (09/24/02)  399.564  (m)                       GP(       ) 4 1
 DE6212  NAVD 88 (09/24/02)  427.16   (m)         1401.4    (f) LEVELING    3  
 DE6212
 DE6212.Superseded values are not recommended for survey control.
 DE6212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6212.See file dsdata.txt to determine how the superseded data were derived.
 DE6212
 DE6212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6857586472(NAD 83)
 DE6212
 DE6212_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6212_STAMPING: 2903 C 1993
 DE6212_MARK LOGO: MNDT  
 DE6212_PROJECTION: PROJECTING 8 CENTIMETERS
 DE6212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6212+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2010
 DE6212_ROD/PIPE-DEPTH:  7.3 meters
 DE6212
 DE6212  HISTORY     - Date     Condition        Report By
 DE6212  HISTORY     - 19930401 MONUMENTED       MNDT
 DE6212  HISTORY     - 19980825 GOOD             MNDT
 DE6212  HISTORY     - 19980901 GOOD             MNDT
 DE6212  HISTORY     - 20101216 GOOD             MNDT
 DE6212  HISTORY     - 20101216 GOOD             MNDT
 DE6212
 DE6212                          STATION DESCRIPTION
 DE6212
 DE6212'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6212'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 13 MI (20.9 KM)
 DE6212'SOUTH ON TH 64 FROM JCT OF TH 64 AND TH 34 AT AKELEY, 3 MI (4.8 KM)
 DE6212'SOUTH ON TH 64 FROM NORTH JCT OF TH 64 AND TH 87 AT BADOURA FIRE TWR,
 DE6212'AT TH 64 MP 35.74, 194 FT (59.1 M) EAST OF TH 64, ON SOUTH EDGE OF
 DE6212'TREELINE, 54 FT (16.5 M) SOUTH OF ENTRANCE, 91 FT (27.7 M) ESE OF 30
 DE6212'INCH METAL CULVERT, AND 1.3 FT (0.4 M) WEST OF A WIT POST, MARK IS
 DE6212'MNDT ALUMINUM DISK ON 3/4 INCH DIAMETER BY 24 FT (7.3 M) LONG DRIVEN
 DE6212'ALUMINUM ROD, PROJECTS 3 INCHES.
 DE6212
 DE6212                          STATION RECOVERY (1998)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6212'THE MARK IS LOCATED 13 MI (20.9 KM) SOUTH OF AKELEY, 3 MI (4.8 KM)
 DE6212'SOUTH ON TH 64 FROM NORTH JCT OF TH 87 AT BADOURA FIRE TOWER, 109 FT
 DE6212'(33.2 M) EAST OF TH 64 AT MP 35.74, ON SOUTH EDGE OF TREELINE.
 DE6212
 DE6212                          STATION RECOVERY (2010)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJG)
 DE6212'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE6212'THE MARK IS 13.0 MILES SOUTH OF AKELEY, 13.0 MILES SOUTH ALONG TRUNK
 DE6212'HIGHWAY 64 FROM JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 34 IN
 DE6212'AKELEY, 3.0 MILES SOUTH ON TRUNK HIGHWAY 64 FROM NORTH JUNCTION OF
 DE6212'TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87 AT BADOURA FIRE TOWER, AT TRUNK
 DE6212'HIGHWAY 64 MILEPOINT 35.74, 194 FEET EAST OF TRUNK HIGHWAY 64, ON
 DE6212'SOUTH EDGE OF TREELINE, 54 FEET SOUTH OF ENTRANCE, 91 FEET
 DE6212'EAST-SOUTHEAST OF 30 INCH METAL CULVERT, AND 1.3 FEET WEST OF A
 DE6212'WITNESS POST.
 DE6212
 DE6212                          STATION RECOVERY (2010)
 DE6212
 DE6212'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DE6212'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6213 ***********************************************************************
 DE6213  DESIGNATION -  2903 D
 DE6213  PID         -  DE6213
 DE6213  STATE/COUNTY-  MN/HUBBARD
 DE6213  COUNTRY     -  US
 DE6213  USGS QUAD   -  OSHAWA (1980)
 DE6213
 DE6213                         *CURRENT SURVEY CONTROL
 DE6213  ______________________________________________________________________
 DE6213* NAD 83(2007) POSITION- 46 49 59.60147(N) 094 43 27.89663(W)   ADJUSTED  
 DE6213* NAD 83(2007) ELLIP HT-   400.452 (meters)        (02/10/07)   ADJUSTED
 DE6213* NAD 83(2007) EPOCH   -  2002.00
 DE6213* NAVD 88 ORTHO HEIGHT -   428.067  (meters)    1404.42  (feet) ADJUSTED  
 DE6213  ______________________________________________________________________
 DE6213  NAD 83(2007) X  -   -360,050.983 (meters)                     COMP
 DE6213  NAD 83(2007) Y  - -4,356,650.208 (meters)                     COMP
 DE6213  NAD 83(2007) Z  -  4,629,392.551 (meters)                     COMP
 DE6213  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC09
 DE6213  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DE6213  DYNAMIC HEIGHT  -        428.088 (meters)     1404.49  (feet) COMP
 DE6213  MODELED GRAVITY -    980,648.8   (mgal)                       NAVD 88
 DE6213
 DE6213  VERT ORDER      -  SECOND    CLASS I
 DE6213
 DE6213  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6213  Type                                         Horiz  Ellip  Dist(km)
 DE6213  -------------------------------------------------------------------
 DE6213  NETWORK                                       0.72   0.51
 DE6213  -------------------------------------------------------------------
 DE6213  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.73   0.45      3.67
 DE6213  -------------------------------------------------------------------
 DE6213  NOTE: Click here for information on individual local accuracy
 DE6213  values and other accuracy information.
 DE6213
 DE6213
 DE6213.The horizontal coordinates were established by GPS observations
 DE6213.and adjusted by the National Geodetic Survey in February 2007.
 DE6213
 DE6213.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6213.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6213
 DE6213.The horizontal coordinates are valid at the epoch date displayed above
 DE6213.which is a decimal equivalence of Year/Month/Day.
 DE6213
 DE6213.The orthometric height was determined by differential leveling and
 DE6213.adjusted in August 2002.
 DE6213
 DE6213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6213
 DE6213.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6213
 DE6213.The ellipsoidal height was determined by GPS observations
 DE6213.and is referenced to NAD 83.
 DE6213
 DE6213.The dynamic height is computed by dividing the NAVD 88
 DE6213.geopotential number by the normal gravity value computed on the
 DE6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6213.degrees latitude (g = 980.6199 gals.).
 DE6213
 DE6213.The modeled gravity was interpolated from observed gravity values.
 DE6213
 DE6213. The following values were computed from the NAD 83(2007) position.
 DE6213
 DE6213;                    North         East     Units Scale Factor Converg.
 DE6213;SPC MN C     -   303,868.622   763,807.385   MT  0.99995984   -0 20 35.5
 DE6213;SPC MN C     -   996,942.30  2,505,924.73   sFT  0.99995984   -0 20 35.5
 DE6213;UTM  15      - 5,188,074.605   368,494.160   MT  0.99981256   -1 15 28.5
 DE6213
 DE6213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6213!SPC MN C     -   0.99993723  x   0.99995984  =   0.99989707
 DE6213!UTM  15      -   0.99993723  x   0.99981256  =   0.99974980
 DE6213
 DE6213:                Primary Azimuth Mark                     Grid Az
 DE6213:SPC MN C     -  2903 C                                   176 11 00.9
 DE6213:UTM  15      -  2903 C                                   177 05 53.9
 DE6213
 DE6213|---------------------------------------------------------------------|
 DE6213| PID    Reference Object                     Distance      Geod. Az  |
 DE6213|                                                           dddmmss.s |
 DE6213| DE6212 2903 C                              APPROX. 1.6 KM 1755025.4 |
 DE6213|---------------------------------------------------------------------|
 DE6213
 DE6213                          SUPERSEDED SURVEY CONTROL
 DE6213
 DE6213  NAD 83(1996)-  46 49 59.60132(N)    094 43 27.89657(W) AD(       ) 1
 DE6213  ELLIP H (09/24/02)  400.476  (m)                       GP(       ) 4 1
 DE6213  NAVD 88 (09/24/02)  428.07   (m)         1404.4    (f) LEVELING    3  
 DE6213
 DE6213.Superseded values are not recommended for survey control.
 DE6213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6213.See file dsdata.txt to determine how the superseded data were derived.
 DE6213
 DE6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6849488074(NAD 83)
 DE6213
 DE6213_MARKER: DD = SURVEY DISK
 DE6213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6213_STAMPING: 2903 D 1993
 DE6213_MARK LOGO: MNDT  
 DE6213_PROJECTION: FLUSH
 DE6213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6213+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2011
 DE6213_ROD/PIPE-DEPTH:  3.0 meters
 DE6213
 DE6213  HISTORY     - Date     Condition        Report By
 DE6213  HISTORY     - 1993     MONUMENTED       MNDT
 DE6213  HISTORY     - 19980825 GOOD             MNDT
 DE6213  HISTORY     - 19980901 GOOD             MNDT
 DE6213  HISTORY     - 20110328 GOOD             MNDT
 DE6213
 DE6213                          STATION DESCRIPTION
 DE6213
 DE6213'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6213'THE MARK IS LOCATED 12 MI (19.3 KM) SOUTH OF AKELEY, 2 MI (3.2 KM)
 DE6213'SOUTH ON TH 64 FROM NORTH JCT OF TH 87 AT BADOURA FIRE TOWER, 269 FT
 DE6213'(82.0 M) WEST OF TH 64, AT TH 64 MP 36.73, 9 FT (2.7 M) NORTH OF ROAD
 DE6213'LEADING TO QUADE CAMPSITE.
 DE6213
 DE6213                          STATION RECOVERY (1998)
 DE6213
 DE6213'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6213'THE MARK IS LOCATED 12 MI (19.3 KM) SOUTH OF AKELEY, 2 MI (3.2 KM)
 DE6213'SOUTH ON TH 64 FROM NORTH JCT OF TH 87 AT BADOURA FIRE TOWER, 269 FT
 DE6213'(82.0 M) WEST OF TH 64, AT TH 64 MP 36.73, 9 FT (2.7 M) NORTH OF ROAD
 DE6213'LEADING TO QUADE CAMPSITE.
 DE6213
 DE6213                          STATION RECOVERY (2011)
 DE6213
 DE6213'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (DDS)
 DE6213'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6216 ***********************************************************************
 DE6216  DESIGNATION -  2903 E
 DE6216  PID         -  DE6216
 DE6216  STATE/COUNTY-  MN/HUBBARD
 DE6216  COUNTRY     -  US
 DE6216  USGS QUAD   -  OSHAWA (1980)
 DE6216
 DE6216                         *CURRENT SURVEY CONTROL
 DE6216  ______________________________________________________________________
 DE6216* NAD 83(1986) POSITION- 46 50 52.     (N) 094 43 25.     (W)   SCALED    
 DE6216* NAVD 88 ORTHO HEIGHT -   429.184  (meters)    1408.08  (feet) ADJUSTED  
 DE6216  ______________________________________________________________________
 DE6216  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DE6216  DYNAMIC HEIGHT  -        429.204 (meters)     1408.15  (feet) COMP
 DE6216  MODELED GRAVITY -    980,648.9   (mgal)                       NAVD 88
 DE6216
 DE6216  VERT ORDER      -  SECOND    CLASS I
 DE6216
 DE6216.The horizontal coordinates were scaled from a topographic map and have
 DE6216.an estimated accuracy of +/- 6 seconds.
 DE6216.
 DE6216.The orthometric height was determined by differential leveling and
 DE6216.adjusted in August 2002.
 DE6216
 DE6216.The dynamic height is computed by dividing the NAVD 88
 DE6216.geopotential number by the normal gravity value computed on the
 DE6216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6216.degrees latitude (g = 980.6199 gals.).
 DE6216
 DE6216.The modeled gravity was interpolated from observed gravity values.
 DE6216
 DE6216;                    North         East    Units  Estimated Accuracy
 DE6216;SPC MN C     -   305,490.      763,880.      MT  (+/- 180 meters Scaled)
 DE6216
 DE6216                          SUPERSEDED SURVEY CONTROL
 DE6216
 DE6216.No superseded survey control is available for this station.
 DE6216
 DE6216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM685896(NAD 83)
 DE6216
 DE6216_MARKER: DR = REFERENCE MARK DISK
 DE6216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6216_STAMPING: 2903 E 1993
 DE6216_MARK LOGO: MNDT  
 DE6216_PROJECTION: FLUSH
 DE6216_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6216+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1998
 DE6216_ROD/PIPE-DEPTH:  9.1 meters
 DE6216
 DE6216  HISTORY     - Date     Condition        Report By
 DE6216  HISTORY     - 1993     MONUMENTED       MNDT
 DE6216  HISTORY     - 19980825 GOOD             MNDT
 DE6216
 DE6216                          STATION DESCRIPTION
 DE6216
 DE6216'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6216'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 11 MI (17.7 KM)
 DE6216'SOUTH ALONG TH 64 FROM JCT OF TH 64 AND TH 34 IN AKLEY, 1 MI (1.6 KM)
 DE6216'SOUTH ALONG TH 64 AND TH 87 AT BADOURA FIRE TWR, 220 FT (67.1 M) WEST
 DE6216'OF TH 64, AT TH 64 MP 37.72, 14 FT (4.3 M) SOUTH OF TWR RD, 1.5 FT
 DE6216'(0.5 M) EAST OF WIT POST, RECESSED 3 IN, MAGNETIC AND NOT SUITABLE FOR
 DE6216'GPS DUE TO TREES.  ROD DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6191 ***********************************************************************
 DE6191  DESIGNATION -  2903 F
 DE6191  PID         -  DE6191
 DE6191  STATE/COUNTY-  MN/HUBBARD
 DE6191  COUNTRY     -  US
 DE6191  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6191
 DE6191                         *CURRENT SURVEY CONTROL
 DE6191  ______________________________________________________________________
 DE6191* NAD 83(2007) POSITION- 46 59 30.98738(N) 094 43 38.54983(W)   ADJUSTED  
 DE6191* NAD 83(2007) ELLIP HT-   403.841 (meters)        (02/10/07)   ADJUSTED
 DE6191* NAD 83(2007) EPOCH   -  2002.00
 DE6191* NAVD 88 ORTHO HEIGHT -   431.422  (meters)    1415.42  (feet) ADJUSTED  
 DE6191  ______________________________________________________________________
 DE6191  NAD 83(2007) X  -   -359,214.120 (meters)                     COMP
 DE6191  NAD 83(2007) Y  - -4,343,790.892 (meters)                     COMP
 DE6191  NAD 83(2007) Z  -  4,641,449.030 (meters)                     COMP
 DE6191  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC09
 DE6191  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DE6191  DYNAMIC HEIGHT  -        431.453 (meters)     1415.53  (feet) COMP
 DE6191  MODELED GRAVITY -    980,672.3   (mgal)                       NAVD 88
 DE6191
 DE6191  VERT ORDER      -  SECOND    CLASS I
 DE6191
 DE6191  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6191  Type                                         Horiz  Ellip  Dist(km)
 DE6191  -------------------------------------------------------------------
 DE6191  NETWORK                                       0.94   0.67
 DE6191  -------------------------------------------------------------------
 DE6191  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.00   0.71      1.99
 DE6191  -------------------------------------------------------------------
 DE6191  NOTE: Click here for information on individual local accuracy
 DE6191  values and other accuracy information.
 DE6191
 DE6191
 DE6191.The horizontal coordinates were established by GPS observations
 DE6191.and adjusted by the National Geodetic Survey in February 2007.
 DE6191
 DE6191.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6191.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6191
 DE6191.The horizontal coordinates are valid at the epoch date displayed above
 DE6191.which is a decimal equivalence of Year/Month/Day.
 DE6191
 DE6191.The orthometric height was determined by differential leveling and
 DE6191.adjusted in August 2002.
 DE6191
 DE6191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6191
 DE6191.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6191
 DE6191.The ellipsoidal height was determined by GPS observations
 DE6191.and is referenced to NAD 83.
 DE6191
 DE6191.The dynamic height is computed by dividing the NAVD 88
 DE6191.geopotential number by the normal gravity value computed on the
 DE6191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6191.degrees latitude (g = 980.6199 gals.).
 DE6191
 DE6191.The modeled gravity was interpolated from observed gravity values.
 DE6191
 DE6191. The following values were computed from the NAD 83(2007) position.
 DE6191
 DE6191;                    North         East     Units Scale Factor Converg.
 DE6191;SPC MN C     -   321,513.762   763,687.974   MT  0.99998783   -0 20 43.2
 DE6191;SPC MN C     - 1,054,833.07  2,505,532.96   sFT  0.99998783   -0 20 43.2
 DE6191;UTM  15      - 5,205,716.559   368,656.935   MT  0.99981202   -1 15 48.0
 DE6191
 DE6191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6191!SPC MN C     -   0.99993670  x   0.99998783  =   0.99992453
 DE6191!UTM  15      -   0.99993670  x   0.99981202  =   0.99974873
 DE6191
 DE6191:                Primary Azimuth Mark                     Grid Az
 DE6191:SPC MN C     -  2903 G                                   184 16 52.4
 DE6191:UTM  15      -  2903 G                                   185 11 57.2
 DE6191
 DE6191|---------------------------------------------------------------------|
 DE6191| PID    Reference Object                     Distance      Geod. Az  |
 DE6191|                                                           dddmmss.s |
 DE6191| DE6192 2903 G                              APPROX. 1.6 KM 1835609.2 |
 DE6191|---------------------------------------------------------------------|
 DE6191
 DE6191                          SUPERSEDED SURVEY CONTROL
 DE6191
 DE6191  NAD 83(1996)-  46 59 30.98719(N)    094 43 38.54914(W) AD(       ) 1
 DE6191  ELLIP H (08/23/02)  403.853  (m)                       GP(       ) 4 1
 DE6191  NAVD 88 (08/23/02)  431.43   (m)         1415.4    (f) LEVELING    3  
 DE6191
 DE6191.Superseded values are not recommended for survey control.
 DE6191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6191.See file dsdata.txt to determine how the superseded data were derived.
 DE6191
 DE6191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6865605716(NAD 83)
 DE6191
 DE6191_MARKER: DD = SURVEY DISK
 DE6191_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6191_STAMPING: 2903 F 1998
 DE6191_MARK LOGO: MNDT  
 DE6191_PROJECTION: RECESSED 5 CENTIMETERS
 DE6191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6191+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1999
 DE6191_ROD/PIPE-DEPTH:  9.1 meters
 DE6191
 DE6191  HISTORY     - Date     Condition        Report By
 DE6191  HISTORY     - 1998     MONUMENTED       MNDT
 DE6191  HISTORY     - 1998     GOOD             MNDT
 DE6191  HISTORY     - 19990922 GOOD             MNDT
 DE6191
 DE6191                          STATION DESCRIPTION
 DE6191
 DE6191'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6191'1 MI (1.6 KM) SOUTH OF AKELEY, 0.9 MI (1.4 KM) SOUTH ALONG TH 64 FROM
 DE6191'JCT OF TH 64 AND TH 34 IN AKELEY, AT TH 64 MP 47.8, 46.5 FT (14.2 M)
 DE6191'WEST OF TH 64, 24 FT (7.3 M) NORTH OF ENT, 7.8 FT (2.4 M) NORTH OF
 DE6191'P-POLE, 2.6 FT (0.8 M) EAST OF FENCE, 1.2 FT (0.4 M) EAST OF WIT POST.
 DE6191
 DE6191                          STATION RECOVERY (1998)
 DE6191
 DE6191'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6191'THE MARK IS LOCATED 0.9 MI (1.4 KM) SOUTH ALONG TH 64 FROM JCT OF TH
 DE6191'34 IN AKELEY, AT TH 64 MP 47.8, 46.5 FT (14.2 M) WEST OF TH 64, 24 FT
 DE6191'(7.3 M) NORTH OF ENTRANCE, 7.8 FT (2.4 M) NORTH OF P-POLE, 2.6 FT (0.8
 DE6191'M) EAST OF FENCE AND 1.2 FT (0.4 M) EAST OF WIT POST.
 DE6191
 DE6191                          STATION RECOVERY (1999)
 DE6191
 DE6191'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 DE6191'1 MI (1.6 KM) SOUTH OF AKELEY, 0.9 MI (1.4 KM) SOUTH OF JCT TH 64 AND
 DE6191'TH 34, 46.5 FT (14.2 M) WEST OF TH 64, 24 FT (7.3 M) NORTH OF ENT, 7.8
 DE6191'FT (2.4 M) NORTH OF P-POLE, 2.6 FT (0.8 M) EAST OF FENCE, 1.2 FT (0.4
 DE6191'M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6192 ***********************************************************************
 DE6192  DESIGNATION -  2903 G
 DE6192  PID         -  DE6192
 DE6192  STATE/COUNTY-  MN/HUBBARD
 DE6192  COUNTRY     -  US
 DE6192  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6192
 DE6192                         *CURRENT SURVEY CONTROL
 DE6192  ______________________________________________________________________
 DE6192* NAD 83(2007) POSITION- 46 58 38.57251(N) 094 43 43.81887(W)   ADJUSTED  
 DE6192* NAD 83(2007) ELLIP HT-   399.948 (meters)        (02/10/07)   ADJUSTED
 DE6192* NAD 83(2007) EPOCH   -  2002.00
 DE6192* NAVD 88 ORTHO HEIGHT -   427.539  (meters)    1402.68  (feet) ADJUSTED  
 DE6192  ______________________________________________________________________
 DE6192  NAD 83(2007) X  -   -359,422.435 (meters)                     COMP
 DE6192  NAD 83(2007) Y  - -4,344,958.593 (meters)                     COMP
 DE6192  NAD 83(2007) Z  -  4,640,341.909 (meters)                     COMP
 DE6192  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC09
 DE6192  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DE6192  DYNAMIC HEIGHT  -        427.568 (meters)     1402.78  (feet) COMP
 DE6192  MODELED GRAVITY -    980,668.6   (mgal)                       NAVD 88
 DE6192
 DE6192  VERT ORDER      -  SECOND    CLASS I
 DE6192
 DE6192  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6192  Type                                         Horiz  Ellip  Dist(km)
 DE6192  -------------------------------------------------------------------
 DE6192  NETWORK                                       1.03   0.69
 DE6192  -------------------------------------------------------------------
 DE6192  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.94   0.61      3.07
 DE6192  -------------------------------------------------------------------
 DE6192  NOTE: Click here for information on individual local accuracy
 DE6192  values and other accuracy information.
 DE6192
 DE6192
 DE6192.The horizontal coordinates were established by GPS observations
 DE6192.and adjusted by the National Geodetic Survey in February 2007.
 DE6192
 DE6192.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6192.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6192
 DE6192.The horizontal coordinates are valid at the epoch date displayed above
 DE6192.which is a decimal equivalence of Year/Month/Day.
 DE6192
 DE6192.The orthometric height was determined by differential leveling and
 DE6192.adjusted in August 2002.
 DE6192
 DE6192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6192
 DE6192.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6192
 DE6192.The ellipsoidal height was determined by GPS observations
 DE6192.and is referenced to NAD 83.
 DE6192
 DE6192.The dynamic height is computed by dividing the NAVD 88
 DE6192.geopotential number by the normal gravity value computed on the
 DE6192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6192.degrees latitude (g = 980.6199 gals.).
 DE6192
 DE6192.The modeled gravity was interpolated from observed gravity values.
 DE6192
 DE6192. The following values were computed from the NAD 83(2007) position.
 DE6192
 DE6192;                    North         East     Units Scale Factor Converg.
 DE6192;SPC MN C     -   319,895.877   763,566.858   MT  0.99998494   -0 20 47.0
 DE6192;SPC MN C     - 1,049,525.06  2,505,135.60   sFT  0.99998494   -0 20 47.0
 DE6192;UTM  15      - 5,204,101.104   368,509.944   MT  0.99981250   -1 15 50.8
 DE6192
 DE6192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6192!SPC MN C     -   0.99993731  x   0.99998494  =   0.99992225
 DE6192!UTM  15      -   0.99993731  x   0.99981250  =   0.99974982
 DE6192
 DE6192:                Primary Azimuth Mark                     Grid Az
 DE6192:SPC MN C     -  2903 H                                   159 32 40.8
 DE6192:UTM  15      -  2903 H                                   160 27 44.6
 DE6192
 DE6192|---------------------------------------------------------------------|
 DE6192| PID    Reference Object                     Distance      Geod. Az  |
 DE6192|                                                           dddmmss.s |
 DE6192| DE6193 2903 H                              APPROX. 1.6 KM 1591153.8 |
 DE6192|---------------------------------------------------------------------|
 DE6192
 DE6192                          SUPERSEDED SURVEY CONTROL
 DE6192
 DE6192  NAD 83(1996)-  46 58 38.57257(N)    094 43 43.81858(W) AD(       ) 1
 DE6192  ELLIP H (09/24/02)  399.962  (m)                       GP(       ) 4 1
 DE6192  NAVD 88 (09/24/02)  427.55   (m)         1402.7    (f) LEVELING    3  
 DE6192
 DE6192.Superseded values are not recommended for survey control.
 DE6192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6192.See file dsdata.txt to determine how the superseded data were derived.
 DE6192
 DE6192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6850904101(NAD 83)
 DE6192
 DE6192_MARKER: DD = SURVEY DISK
 DE6192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6192_STAMPING: 2903 G 1998
 DE6192_MARK LOGO: MNDT  
 DE6192_PROJECTION: FLUSH
 DE6192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6192+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6192_ROD/PIPE-DEPTH:  4.6 meters
 DE6192
 DE6192  HISTORY     - Date     Condition        Report By
 DE6192  HISTORY     - 1998     MONUMENTED       MNDT
 DE6192  HISTORY     - 1998     GOOD             MNDT
 DE6192
 DE6192                          STATION DESCRIPTION
 DE6192
 DE6192'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6192'2 MI (3.2 KM) SOUTH OF AKELEY, 1.9 MI (3.1 KM) SOUTH ALONG TH 64 FROM
 DE6192'JCT OF TH 64 AND TH 34 IN AKELEY, AT TH 64 MP 46.85, 45 FT (13.7 M)
 DE6192'WEST OF TH 64, 47 FT (14.3 M) SOUTH OF ENT, 41.5 FT (12.6 M) SSW OF
 DE6192'SOUTH END OF 12 INCH METAL CULVERT, 2.0 FT (0.6 M) EAST OF WIT POST,
 DE6192'DISK RECESSED 1 INCH, MAGNETIC.
 DE6192
 DE6192                          STATION RECOVERY (1998)
 DE6192
 DE6192'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6192'THE MARK IS LOCATED 1.9 MI (3.1 KM) SOUTH ALONG TH 64 FROM JCT OF TH
 DE6192'34 IN AKELEY, AT TH 64 MP 46.85, 45 FT (13.7 M) WEST OF TH 64, 47 FT
 DE6192'(14.3 M) SOUTH OF ENTRANCE, 41.5 FT (12.6 M) SSW OF SOUTH END OF 12
 DE6192'INCH METAL CULVERT AND 2.0 FT (0.6 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6193 ***********************************************************************
 DE6193  DESIGNATION -  2903 H
 DE6193  PID         -  DE6193
 DE6193  STATE/COUNTY-  MN/HUBBARD
 DE6193  COUNTRY     -  US
 DE6193  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6193
 DE6193                         *CURRENT SURVEY CONTROL
 DE6193  ______________________________________________________________________
 DE6193* NAD 83(2007) POSITION- 46 57 49.96093(N) 094 43 16.84379(W)   ADJUSTED  
 DE6193* NAD 83(2007) ELLIP HT-   401.437 (meters)        (02/10/07)   ADJUSTED
 DE6193* NAD 83(2007) EPOCH   -  2002.00
 DE6193* NAVD 88 ORTHO HEIGHT -   429.053  (meters)    1407.65  (feet) ADJUSTED  
 DE6193  ______________________________________________________________________
 DE6193  NAD 83(2007) X  -   -358,944.615 (meters)                     COMP
 DE6193  NAD 83(2007) Y  - -4,346,100.270 (meters)                     COMP
 DE6193  NAD 83(2007) Z  -  4,639,318.585 (meters)                     COMP
 DE6193  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC09
 DE6193  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DE6193  DYNAMIC HEIGHT  -        429.081 (meters)     1407.74  (feet) COMP
 DE6193  MODELED GRAVITY -    980,664.4   (mgal)                       NAVD 88
 DE6193
 DE6193  VERT ORDER      -  SECOND    CLASS I
 DE6193
 DE6193  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6193  Type                                         Horiz  Ellip  Dist(km)
 DE6193  -------------------------------------------------------------------
 DE6193  NETWORK                                       0.95   0.65
 DE6193  -------------------------------------------------------------------
 DE6193  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.86   0.57      1.73
 DE6193  -------------------------------------------------------------------
 DE6193  NOTE: Click here for information on individual local accuracy
 DE6193  values and other accuracy information.
 DE6193
 DE6193
 DE6193.The horizontal coordinates were established by GPS observations
 DE6193.and adjusted by the National Geodetic Survey in February 2007.
 DE6193
 DE6193.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6193.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6193
 DE6193.The horizontal coordinates are valid at the epoch date displayed above
 DE6193.which is a decimal equivalence of Year/Month/Day.
 DE6193
 DE6193.The orthometric height was determined by differential leveling and
 DE6193.adjusted in August 2002.
 DE6193
 DE6193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6193
 DE6193.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6193
 DE6193.The ellipsoidal height was determined by GPS observations
 DE6193.and is referenced to NAD 83.
 DE6193
 DE6193.The dynamic height is computed by dividing the NAVD 88
 DE6193.geopotential number by the normal gravity value computed on the
 DE6193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6193.degrees latitude (g = 980.6199 gals.).
 DE6193
 DE6193.The modeled gravity was interpolated from observed gravity values.
 DE6193
 DE6193. The following values were computed from the NAD 83(2007) position.
 DE6193
 DE6193;                    North         East     Units Scale Factor Converg.
 DE6193;SPC MN C     -   318,391.353   764,128.040   MT  0.99998231   -0 20 27.5
 DE6193;SPC MN C     - 1,044,588.96  2,506,976.74   sFT  0.99998231   -0 20 27.5
 DE6193;UTM  15      - 5,202,588.046   369,046.868   MT  0.99981077   -1 15 30.1
 DE6193
 DE6193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6193!SPC MN C     -   0.99993708  x   0.99998231  =   0.99991939
 DE6193!UTM  15      -   0.99993708  x   0.99981077  =   0.99974786
 DE6193
 DE6193:                Primary Azimuth Mark                     Grid Az
 DE6193:SPC MN C     -  2903 G                                   339 32 41.0
 DE6193:UTM  15      -  2903 G                                   340 27 43.6
 DE6193
 DE6193|---------------------------------------------------------------------|
 DE6193| PID    Reference Object                     Distance      Geod. Az  |
 DE6193|                                                           dddmmss.s |
 DE6193| DE6192 2903 G                              APPROX. 1.6 KM 3391213.5 |
 DE6193|---------------------------------------------------------------------|
 DE6193
 DE6193                          SUPERSEDED SURVEY CONTROL
 DE6193
 DE6193  NAD 83(1996)-  46 57 49.96101(N)    094 43 16.84352(W) AD(       ) 1
 DE6193  ELLIP H (09/24/02)  401.453  (m)                       GP(       ) 4 1
 DE6193  NAVD 88 (09/24/02)  429.06   (m)         1407.7    (f) LEVELING    3  
 DE6193
 DE6193.Superseded values are not recommended for survey control.
 DE6193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6193.See file dsdata.txt to determine how the superseded data were derived.
 DE6193
 DE6193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6904602588(NAD 83)
 DE6193
 DE6193_MARKER: DD = SURVEY DISK
 DE6193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6193_STAMPING: 2903 H 1998
 DE6193_MARK LOGO: MNDT  
 DE6193_PROJECTION: FLUSH
 DE6193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6193+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6193_ROD/PIPE-DEPTH: 19.8 meters
 DE6193
 DE6193  HISTORY     - Date     Condition        Report By
 DE6193  HISTORY     - 1998     MONUMENTED       MNDT
 DE6193  HISTORY     - 1998     GOOD             MNDT
 DE6193
 DE6193                          STATION DESCRIPTION
 DE6193
 DE6193'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6193'3 MI (4.8 KM) SOUTH OF AKELEY, 3.0 MI (4.8 KM) SOUTH ALONG TH 64 FROM
 DE6193'JCT OF TH 64 AND TH 34 IN AKELEY, AT TH 64 MP 45.75, 42.5 FT (13.0 M)
 DE6193'EAST OF TH 64, 34 FT (10.4 M) NNW OF P-POLE, 7 FT (2.1 M) WEST OF
 DE6193'FENCE, 6.6 FT (2.0 M) WEST OF WIT POST.
 DE6193
 DE6193                          STATION RECOVERY (1998)
 DE6193
 DE6193'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6193'THE MARK IS LOCATED 3.0 MI (4.8 KM) SOUTH ALONG TH 64 FROM JCT OF TH
 DE6193'34 IN AKELEY, AT TH 64 MP 45.75, 42.5 FT (13.0 M) EAST OF TH 64, 34 FT
 DE6193'(10.4 M) NNW OF P-POLE, 7 FT (2.1 M) WEST OF FENCE AND 6.6 FT (2.0 M)
 DE6193'WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6194 ***********************************************************************
 DE6194  DESIGNATION -  2903 J
 DE6194  PID         -  DE6194
 DE6194  STATE/COUNTY-  MN/HUBBARD
 DE6194  COUNTRY     -  US
 DE6194  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6194
 DE6194                         *CURRENT SURVEY CONTROL
 DE6194  ______________________________________________________________________
 DE6194* NAD 83(2007) POSITION- 46 56 03.80363(N) 094 43 24.66085(W)   ADJUSTED  
 DE6194* NAD 83(2007) ELLIP HT-   415.822 (meters)        (02/10/07)   ADJUSTED
 DE6194* NAD 83(2007) EPOCH   -  2002.00
 DE6194* NAVD 88 ORTHO HEIGHT -   443.448  (meters)    1454.88  (feet) ADJUSTED  
 DE6194  ______________________________________________________________________
 DE6194  NAD 83(2007) X  -   -359,307.412 (meters)                     COMP
 DE6194  NAD 83(2007) Y  - -4,348,483.999 (meters)                     COMP
 DE6194  NAD 83(2007) Z  -  4,637,091.104 (meters)                     COMP
 DE6194  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC09
 DE6194  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DE6194  DYNAMIC HEIGHT  -        443.473 (meters)     1454.96  (feet) COMP
 DE6194  MODELED GRAVITY -    980,656.4   (mgal)                       NAVD 88
 DE6194
 DE6194  VERT ORDER      -  SECOND    CLASS I
 DE6194
 DE6194  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6194  Type                                         Horiz  Ellip  Dist(km)
 DE6194  -------------------------------------------------------------------
 DE6194  NETWORK                                       0.91   0.55
 DE6194  -------------------------------------------------------------------
 DE6194  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.88   0.53      1.67
 DE6194  -------------------------------------------------------------------
 DE6194  NOTE: Click here for information on individual local accuracy
 DE6194  values and other accuracy information.
 DE6194
 DE6194
 DE6194.The horizontal coordinates were established by GPS observations
 DE6194.and adjusted by the National Geodetic Survey in February 2007.
 DE6194
 DE6194.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6194.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6194
 DE6194.The horizontal coordinates are valid at the epoch date displayed above
 DE6194.which is a decimal equivalence of Year/Month/Day.
 DE6194
 DE6194.The orthometric height was determined by differential leveling and
 DE6194.adjusted in August 2002.
 DE6194
 DE6194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6194
 DE6194.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6194
 DE6194.The ellipsoidal height was determined by GPS observations
 DE6194.and is referenced to NAD 83.
 DE6194
 DE6194.The dynamic height is computed by dividing the NAVD 88
 DE6194.geopotential number by the normal gravity value computed on the
 DE6194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6194.degrees latitude (g = 980.6199 gals.).
 DE6194
 DE6194.The modeled gravity was interpolated from observed gravity values.
 DE6194
 DE6194. The following values were computed from the NAD 83(2007) position.
 DE6194
 DE6194;                    North         East     Units Scale Factor Converg.
 DE6194;SPC MN C     -   315,114.272   763,943.189   MT  0.99997678   -0 20 33.1
 DE6194;SPC MN C     - 1,033,837.41  2,506,370.28   sFT  0.99997678   -0 20 33.1
 DE6194;UTM  15      - 5,199,314.895   368,809.629   MT  0.99981154   -1 15 33.6
 DE6194
 DE6194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6194!SPC MN C     -   0.99993482  x   0.99997678  =   0.99991161
 DE6194!UTM  15      -   0.99993482  x   0.99981154  =   0.99974638
 DE6194
 DE6194:                Primary Azimuth Mark                     Grid Az
 DE6194:SPC MN C     -  2903 K                                   178 55 58.5
 DE6194:UTM  15      -  2903 K                                   179 50 59.0
 DE6194
 DE6194|---------------------------------------------------------------------|
 DE6194| PID    Reference Object                     Distance      Geod. Az  |
 DE6194|                                                           dddmmss.s |
 DE6194| DE6195 2903 K                              APPROX. 1.6 KM 1783525.4 |
 DE6194|---------------------------------------------------------------------|
 DE6194
 DE6194                          SUPERSEDED SURVEY CONTROL
 DE6194
 DE6194  NAD 83(1996)-  46 56 03.80368(N)    094 43 24.66069(W) AD(       ) 1
 DE6194  ELLIP H (09/24/02)  415.840  (m)                       GP(       ) 4 1
 DE6194  NAVD 88 (09/24/02)  443.45   (m)         1454.9    (f) LEVELING    3  
 DE6194
 DE6194.Superseded values are not recommended for survey control.
 DE6194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6194.See file dsdata.txt to determine how the superseded data were derived.
 DE6194
 DE6194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6880999314(NAD 83)
 DE6194
 DE6194_MARKER: DD = SURVEY DISK
 DE6194_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6194_STAMPING: 2903 J 1998
 DE6194_MARK LOGO: MNDT  
 DE6194_PROJECTION: FLUSH
 DE6194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6194+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6194_ROD/PIPE-DEPTH:  4.6 meters
 DE6194
 DE6194  HISTORY     - Date     Condition        Report By
 DE6194  HISTORY     - 1998     MONUMENTED       MNDT
 DE6194  HISTORY     - 1998     GOOD             MNDT
 DE6194
 DE6194                          STATION DESCRIPTION
 DE6194
 DE6194'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6194'5 MI (8.0 KM) SOUTH OF AKELEY, 5.1 MI (8.2 KM) SOUTH ALONG TH 64 FROM
 DE6194'JCT OF TH 64 AND TH 34 IN AKELEY, AT TH 64 MP 43.7, 292 FT (89.0 M)
 DE6194'WEST OF TH 64, 39 FT (11.9 M) SOUTH OF RD, 3.2 FT (1.0 M) NORTH OF WIT
 DE6194'POST.
 DE6194
 DE6194                          STATION RECOVERY (1998)
 DE6194
 DE6194'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6194'THE MARK IS LOCATED 5.1 MI (8.2 KM) SOUTH ALONG TH 64 FROM JCT OF TH
 DE6194'34 IN AKELEY, AT TH 64 MP 43.7, 292 FT (89.0 M) WEST OF TH 64, 39 FT
 DE6194'(11.9 M) SOUTH OF ROAD AND 3.2 FT (1.0 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6195 ***********************************************************************
 DE6195  DESIGNATION -  2903 K
 DE6195  PID         -  DE6195
 DE6195  STATE/COUNTY-  MN/HUBBARD
 DE6195  COUNTRY     -  US
 DE6195  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6195
 DE6195                         *CURRENT SURVEY CONTROL
 DE6195  ______________________________________________________________________
 DE6195* NAD 83(2007) POSITION- 46 55 12.20424(N) 094 43 22.80769(W)   ADJUSTED  
 DE6195* NAD 83(2007) ELLIP HT-   424.377 (meters)        (02/10/07)   ADJUSTED
 DE6195* NAD 83(2007) EPOCH   -  2002.00
 DE6195* NAVD 88 ORTHO HEIGHT -   452.015  (meters)    1482.99  (feet) ADJUSTED  
 DE6195  ______________________________________________________________________
 DE6195  NAD 83(2007) X  -   -359,364.670 (meters)                     COMP
 DE6195  NAD 83(2007) Y  - -4,349,653.138 (meters)                     COMP
 DE6195  NAD 83(2007) Z  -  4,636,009.099 (meters)                     COMP
 DE6195  LAPLACE CORR    -         -2.80  (seconds)                    DEFLEC09
 DE6195  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DE6195  DYNAMIC HEIGHT  -        452.040 (meters)     1483.07  (feet) COMP
 DE6195  MODELED GRAVITY -    980,653.2   (mgal)                       NAVD 88
 DE6195
 DE6195  VERT ORDER      -  SECOND    CLASS I
 DE6195
 DE6195  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6195  Type                                         Horiz  Ellip  Dist(km)
 DE6195  -------------------------------------------------------------------
 DE6195  NETWORK                                       0.89   0.61
 DE6195  -------------------------------------------------------------------
 DE6195  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   0.57      1.73
 DE6195  -------------------------------------------------------------------
 DE6195  NOTE: Click here for information on individual local accuracy
 DE6195  values and other accuracy information.
 DE6195
 DE6195
 DE6195.The horizontal coordinates were established by GPS observations
 DE6195.and adjusted by the National Geodetic Survey in February 2007.
 DE6195
 DE6195.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6195.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6195
 DE6195.The horizontal coordinates are valid at the epoch date displayed above
 DE6195.which is a decimal equivalence of Year/Month/Day.
 DE6195
 DE6195.The orthometric height was determined by differential leveling and
 DE6195.adjusted in August 2002.
 DE6195
 DE6195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6195
 DE6195.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6195
 DE6195.The ellipsoidal height was determined by GPS observations
 DE6195.and is referenced to NAD 83.
 DE6195
 DE6195.The dynamic height is computed by dividing the NAVD 88
 DE6195.geopotential number by the normal gravity value computed on the
 DE6195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6195.degrees latitude (g = 980.6199 gals.).
 DE6195
 DE6195.The modeled gravity was interpolated from observed gravity values.
 DE6195
 DE6195. The following values were computed from the NAD 83(2007) position.
 DE6195
 DE6195;                    North         East     Units Scale Factor Converg.
 DE6195;SPC MN C     -   313,520.696   763,972.871   MT  0.99997419   -0 20 31.8
 DE6195;SPC MN C     - 1,028,609.15  2,506,467.66   sFT  0.99997419   -0 20 31.8
 DE6195;UTM  15      - 5,197,721.309   368,813.813   MT  0.99981152   -1 15 31.2
 DE6195
 DE6195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6195!SPC MN C     -   0.99993348  x   0.99997419  =   0.99990767
 DE6195!UTM  15      -   0.99993348  x   0.99981152  =   0.99974502
 DE6195
 DE6195:                Primary Azimuth Mark                     Grid Az
 DE6195:SPC MN C     -  2903 J                                   358 55 58.6
 DE6195:UTM  15      -  2903 J                                   359 50 58.0
 DE6195
 DE6195|---------------------------------------------------------------------|
 DE6195| PID    Reference Object                     Distance      Geod. Az  |
 DE6195|                                                           dddmmss.s |
 DE6195| DE6194 2903 J                              APPROX. 1.6 KM 3583526.8 |
 DE6195|---------------------------------------------------------------------|
 DE6195
 DE6195                          SUPERSEDED SURVEY CONTROL
 DE6195
 DE6195  NAD 83(1996)-  46 55 12.20430(N)    094 43 22.80758(W) AD(       ) 1
 DE6195  ELLIP H (09/24/02)  424.392  (m)                       GP(       ) 4 1
 DE6195  NAVD 88 (09/24/02)  452.02   (m)         1483.0    (f) LEVELING    3  
 DE6195
 DE6195.Superseded values are not recommended for survey control.
 DE6195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6195.See file dsdata.txt to determine how the superseded data were derived.
 DE6195
 DE6195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6881397721(NAD 83)
 DE6195
 DE6195_MARKER: DD = SURVEY DISK
 DE6195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6195_STAMPING: 2903 K 1998
 DE6195_MARK LOGO: MNDT  
 DE6195_PROJECTION: FLUSH
 DE6195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6195+SATELLITE: SATELLITE OBSERVATIONS - 1998
 DE6195_ROD/PIPE-DEPTH:  4.3 meters
 DE6195
 DE6195  HISTORY     - Date     Condition        Report By
 DE6195  HISTORY     - 1998     MONUMENTED       MNDT
 DE6195  HISTORY     - 1998     GOOD             MNDT
 DE6195
 DE6195                          STATION DESCRIPTION
 DE6195
 DE6195'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6195'6 MI (9.7 KM) SOUTH OF AKELEY, 6.1 MI (9.8 KM) SOUTH ALONG TH 64 FROM
 DE6195'JCT OF TH 64 AND TH 34 IN AKELEY, AT TH 64 MP 42.75, 131 FT (39.9 M)
 DE6195'WEST OF TH 64, 28 FT (8.5 M) NORTH OF CO RD 19, 81 FT (24.7 M) WEST OF
 DE6195'CABLE MARKER NUMBER 26W 6N 5, 2.8 FT (0.9 M) EAST OF WIT POST.
 DE6195
 DE6195                          STATION RECOVERY (1998)
 DE6195
 DE6195'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6195'THE MARK IS LOCATED 6.1 MI (9.8 KM) SOUTH OF JCT OF TH 64 AND TH 34 IN
 DE6195'AKELEY, AT TH 64 MP 42.75, 131 FT (39.9 M) WEST OF TH 64, 28 FT (8.5
 DE6195'M) NORTH OF CO RD 19, 81 FT (24.7 M) WEST OF CABLE MARKER NUMBER 26W
 DE6195'6N 5 AND 2.8 FT (0.9 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6197 ***********************************************************************
 DE6197  DESIGNATION -  2903 M
 DE6197  PID         -  DE6197
 DE6197  STATE/COUNTY-  MN/HUBBARD
 DE6197  COUNTRY     -  US
 DE6197  USGS QUAD   -  CRYSTAL LAKE (1996)
 DE6197
 DE6197                         *CURRENT SURVEY CONTROL
 DE6197  ______________________________________________________________________
 DE6197* NAD 83(2007) POSITION- 46 52 37.41689(N) 094 43 22.17461(W)   ADJUSTED  
 DE6197* NAD 83(2007) ELLIP HT-   411.717 (meters)        (02/10/07)   ADJUSTED
 DE6197* NAD 83(2007) EPOCH   -  2002.00
 DE6197* NAVD 88 ORTHO HEIGHT -   439.357  (meters)    1441.46  (feet) ADJUSTED  
 DE6197  ______________________________________________________________________
 DE6197  NAD 83(2007) X  -   -359,637.977 (meters)                     COMP
 DE6197  NAD 83(2007) Y  - -4,353,123.998 (meters)                     COMP
 DE6197  NAD 83(2007) Z  -  4,632,733.593 (meters)                     COMP
 DE6197  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC09
 DE6197  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DE6197  DYNAMIC HEIGHT  -        439.379 (meters)     1441.53  (feet) COMP
 DE6197  MODELED GRAVITY -    980,649.3   (mgal)                       NAVD 88
 DE6197
 DE6197  VERT ORDER      -  SECOND    CLASS I
 DE6197
 DE6197  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6197  Type                                         Horiz  Ellip  Dist(km)
 DE6197  -------------------------------------------------------------------
 DE6197  NETWORK                                       0.97   0.59
 DE6197  -------------------------------------------------------------------
 DE6197  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.08   0.63      1.76
 DE6197  -------------------------------------------------------------------
 DE6197  NOTE: Click here for information on individual local accuracy
 DE6197  values and other accuracy information.
 DE6197
 DE6197
 DE6197.The horizontal coordinates were established by GPS observations
 DE6197.and adjusted by the National Geodetic Survey in February 2007.
 DE6197
 DE6197.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6197.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6197
 DE6197.The horizontal coordinates are valid at the epoch date displayed above
 DE6197.which is a decimal equivalence of Year/Month/Day.
 DE6197
 DE6197.The orthometric height was determined by differential leveling and
 DE6197.adjusted in August 2002.
 DE6197
 DE6197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6197
 DE6197.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6197
 DE6197.The ellipsoidal height was determined by GPS observations
 DE6197.and is referenced to NAD 83.
 DE6197
 DE6197.The dynamic height is computed by dividing the NAVD 88
 DE6197.geopotential number by the normal gravity value computed on the
 DE6197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6197.degrees latitude (g = 980.6199 gals.).
 DE6197
 DE6197.The modeled gravity was interpolated from observed gravity values.
 DE6197
 DE6197. The following values were computed from the NAD 83(2007) position.
 DE6197
 DE6197;                    North         East     Units Scale Factor Converg.
 DE6197;SPC MN C     -   308,740.972   763,957.732   MT  0.99996679   -0 20 31.3
 DE6197;SPC MN C     - 1,012,927.67  2,506,417.99   sFT  0.99996679   -0 20 31.3
 DE6197;UTM  15      - 5,192,943.197   368,722.274   MT  0.99981182   -1 15 27.5
 DE6197
 DE6197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6197!SPC MN C     -   0.99993547  x   0.99996679  =   0.99990226
 DE6197!UTM  15      -   0.99993547  x   0.99981182  =   0.99974730
 DE6197
 DE6197:                Primary Azimuth Mark                     Grid Az
 DE6197:SPC MN C     -  2903 L                                   357 50 19.6
 DE6197:UTM  15      -  2903 L                                   358 45 15.8
 DE6197
 DE6197|---------------------------------------------------------------------|
 DE6197| PID    Reference Object                     Distance      Geod. Az  |
 DE6197|                                                           dddmmss.s |
 DE6197| DE6196 2903 L                              APPROX. 1.6 KM 3572948.3 |
 DE6197|---------------------------------------------------------------------|
 DE6197
 DE6197                          SUPERSEDED SURVEY CONTROL
 DE6197
 DE6197  NAD 83(1996)-  46 52 37.41682(N)    094 43 22.17459(W) AD(       ) 1
 DE6197  ELLIP H (09/24/02)  411.730  (m)                       GP(       ) 4 1
 DE6197  NAVD 88 (09/24/02)  439.36   (m)         1441.5    (f) LEVELING    3  
 DE6197
 DE6197.Superseded values are not recommended for survey control.
 DE6197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6197.See file dsdata.txt to determine how the superseded data were derived.
 DE6197
 DE6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6872292943(NAD 83)
 DE6197
 DE6197_MARKER: DD = SURVEY DISK
 DE6197_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE6197_STAMPING: 2903 M 1998
 DE6197_MARK LOGO: MNDT  
 DE6197_PROJECTION: RECESSED 3 CENTIMETERS
 DE6197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6197+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2009
 DE6197_ROD/PIPE-DEPTH: 16.8 meters
 DE6197
 DE6197  HISTORY     - Date     Condition        Report By
 DE6197  HISTORY     - 1998     MONUMENTED       MNDT
 DE6197  HISTORY     - 1998     GOOD             MNDT
 DE6197  HISTORY     - 20020723 GOOD             NGS
 DE6197  HISTORY     - 20090211 GOOD             MNDT
 DE6197
 DE6197                          STATION DESCRIPTION
 DE6197
 DE6197'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE6197'1 MI (1.6 KM) NORTH OF BADOURA, 1.0 MI (1.6 KM) NORTH ALONG TH 64 FROM
 DE6197'JCT OF TH 64 AND TH 87 IN BADOURA, AT TH 64 MP 39.75, 39 FT (11.9 M)
 DE6197'NORTH OF CO RD 22, 138.5 FT (42.2 M) EAST OF TH 64, 14.7 FT (4.5 M)
 DE6197'WEST OF P-POLE, 4.2 FT (1.3 M) EAST OF WIT POST.
 DE6197
 DE6197                          STATION RECOVERY (1998)
 DE6197
 DE6197'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6197'THE MARK IS LOCATED 1.0 MI (1.6 KM) NORTH ALONG TH 64 FROM JCT OF TH
 DE6197'87 IN BADOURA, AT TH 64 MP 39.75, 39 FT (11.9 M) NORTH OF CO RD 22,
 DE6197'138.5 FT (42.2 M) EAST OF TH 64, 14.7 FT (4.5 M) WEST OF P-POLE AND
 DE6197'4.2 FT (1.3 M) EAST OF WIT POST.
 DE6197
 DE6197                          STATION RECOVERY (2002)
 DE6197
 DE6197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE6197'25.1 KM WESTERLY AND THEN NORTHERLY ALONG STATE HIGHWAY 87 FROM THE
 DE6197'POST OFFICE IN
 DE6197'BACKUS, THENCE 1.7 KM NORTHERLY ALONG STATE HIGHWAY 64, 42.4 M EAST OF
 DE6197'THE HIGHWAY
 DE6197'CENTERLINE, 20.5 M SOUTHEAST OF THE CENTER ONE OF THREE UTILITY POLES,
 DE6197'12.5 M NORTH OF
 DE6197'THE CENTER OF COUNTY ROAD 22, 4.4 M WEST OF A UTILITY POLE, 0.3 M
 DE6197'ABOVE THE LEVEL OF THE
 DE6197'ROAD, 0.1 M WEST OF A WITNESS POST, AND THE DISK IS ENCASED IN A
 DE6197'6-INCH PVC PIPE PROJECTING
 DE6197'0.1 M ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON THE HIGHWAY
 DE6197'RIGHT-OF-WAY.
 DE6197' 
 DE6197' 
 DE6197' 
 DE6197' 
 DE6197' 
 DE6197'
 DE6197
 DE6197                          STATION RECOVERY (2009)
 DE6197
 DE6197'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE6197'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF AKELEY, 8.2 MI
 DE6197'(13.2 KM) SOUTHEAST OF NEVIS AND 6.4 MI (10.3 KM) NORTHWEST OF OSHAWA.
 DE6197'TO REACH TO THE MARK GO 1 MI (1.6 KM) NORTH OF BADOURA, 1.0 MI (1.6
 DE6197'KM) NORTH ALONG TRUNK HIGHWAY 64 FROM THE JUNCTION OF TRUNK HIGHWAY 64
 DE6197'AND TRUNK HIGHWAY 87 IN BADOURA, AT TRUNK HIGHWAY 64 MILE POINT 39.75,
 DE6197'39 FT (11.9 M) NORTH OF COUNTY ROAD 22, 138.5 FT (42.2 M) EAST OF
 DE6197'TRUNK HIGHWAY 64, 14.7 FT (4.5 M) WEST OF POWER POLE, 4.2 FT (1.3 M)
 DE6197'EAST OF A WITNESS POST, RECESSED 1 INCH, (3 CM), MAGNETIC, ROD DEPTH
 DE6197'55 FEET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2411 ***********************************************************************
 AJ2411  DESIGNATION -  2904 A
 AJ2411  PID         -  AJ2411
 AJ2411  STATE/COUNTY-  MN/HUBBARD
 AJ2411  COUNTRY     -  US
 AJ2411  USGS QUAD   -  MENAHGA (1980)
 AJ2411
 AJ2411                         *CURRENT SURVEY CONTROL
 AJ2411  ______________________________________________________________________
 AJ2411* NAD 83(1986) POSITION- 46 48 27.1    (N) 095 06 05.9    (W)   HD_HELD2  
 AJ2411* NAVD 88 ORTHO HEIGHT -   425.724  (meters)    1396.73  (feet) ADJUSTED  
 AJ2411  ______________________________________________________________________
 AJ2411  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AJ2411  DYNAMIC HEIGHT  -        425.743 (meters)     1396.79  (feet) COMP
 AJ2411  MODELED GRAVITY -    980,644.1   (mgal)                       NAVD 88
 AJ2411
 AJ2411  VERT ORDER      -  SECOND    CLASS I
 AJ2411
 AJ2411.The horizontal coordinates were established by autonomous hand held GPS
 AJ2411.observations and have an estimated accuracy of +/- 10 meters.
 AJ2411.
 AJ2411.The orthometric height was determined by differential leveling and
 AJ2411.adjusted in August 2004.
 AJ2411
 AJ2411.The dynamic height is computed by dividing the NAVD 88
 AJ2411.geopotential number by the normal gravity value computed on the
 AJ2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2411.degrees latitude (g = 980.6199 gals.).
 AJ2411
 AJ2411.The modeled gravity was interpolated from observed gravity values.
 AJ2411
 AJ2411;                    North         East    Units  Estimated Accuracy
 AJ2411;SPC MN C     -   301,253.      735,000.      MT  (+/- 10 meters HH2 GPS)
 AJ2411
 AJ2411                          SUPERSEDED SURVEY CONTROL
 AJ2411
 AJ2411.No superseded survey control is available for this station.
 AJ2411
 AJ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3965185920(NAD 83)
 AJ2411
 AJ2411_MARKER: DV = VERTICAL CONTROL DISK
 AJ2411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2411_STAMPING: 2904 A 1998
 AJ2411_MARK LOGO: MNDT  
 AJ2411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2411+STABILITY: SURFACE MOTION
 AJ2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2411+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 AJ2411
 AJ2411  HISTORY     - Date     Condition        Report By
 AJ2411  HISTORY     - 1960     MONUMENTED       MNDT
 AJ2411  HISTORY     - 19980328 GOOD             MNDT
 AJ2411
 AJ2411                          STATION DESCRIPTION
 AJ2411
 AJ2411'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2411'THE MARK IS LOCATED 3.7 MI (6.0 KM) NORTH OF MENAHGA, 8.25 MI (13.28
 AJ2411'KM) SOUTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK RAPIDS, IN
 AJ2411'HEADWALL AT SE CORNER OF BOX CULVERT NUMBER 6230 OVER SHELL RIVER, AT
 AJ2411'TH 71 MP 251.6, 66.5 FT (20.3 M) SE OF TH 71, 41.5 FT (12.6 M) SE OF
 AJ2411'GUARDRAIL, ABOUT 12 FT (3.7 M) BELOW HIGHWAY.  DISK WAS SET IN CULVERT
 AJ2411'WHEN BUILT IN 1960 AND NOT LEVELED THROUGH UNTIL 1998, WHEN 1998 WAS
 AJ2411'STAMPED IN DISK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2386 ***********************************************************************
 AJ2386  DESIGNATION -  2904 B
 AJ2386  PID         -  AJ2386
 AJ2386  STATE/COUNTY-  MN/HUBBARD
 AJ2386  COUNTRY     -  US
 AJ2386  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2386
 AJ2386                         *CURRENT SURVEY CONTROL
 AJ2386  ______________________________________________________________________
 AJ2386* NAD 83(2007) POSITION- 46 54 14.20003(N) 095 03 32.54585(W)   ADJUSTED  
 AJ2386* NAD 83(2007) ELLIP HT-   411.010 (meters)        (02/10/07)   ADJUSTED
 AJ2386* NAD 83(2007) EPOCH   -  2002.00
 AJ2386* NAVD 88 ORTHO HEIGHT -   438.296  (meters)    1437.98  (feet) ADJUSTED  
 AJ2386  ______________________________________________________________________
 AJ2386  NAD 83(2007) X  -   -384,983.510 (meters)                     COMP
 AJ2386  NAD 83(2007) Y  - -4,348,764.684 (meters)                     COMP
 AJ2386  NAD 83(2007) Z  -  4,634,775.659 (meters)                     COMP
 AJ2386  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC09
 AJ2386  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AJ2386  DYNAMIC HEIGHT  -        438.319 (meters)     1438.05  (feet) COMP
 AJ2386  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 AJ2386
 AJ2386  VERT ORDER      -  SECOND    CLASS I
 AJ2386
 AJ2386  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2386  Type                                         Horiz  Ellip  Dist(km)
 AJ2386  -------------------------------------------------------------------
 AJ2386  NETWORK                                       0.62   0.67
 AJ2386  -------------------------------------------------------------------
 AJ2386  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.63   0.67      1.87
 AJ2386  -------------------------------------------------------------------
 AJ2386  NOTE: Click here for information on individual local accuracy
 AJ2386  values and other accuracy information.
 AJ2386
 AJ2386
 AJ2386.The horizontal coordinates were established by GPS observations
 AJ2386.and adjusted by the National Geodetic Survey in February 2007.
 AJ2386
 AJ2386.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2386.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2386
 AJ2386.The horizontal coordinates are valid at the epoch date displayed above
 AJ2386.which is a decimal equivalence of Year/Month/Day.
 AJ2386
 AJ2386.The orthometric height was determined by differential leveling and
 AJ2386.adjusted in August 2004.
 AJ2386
 AJ2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2386
 AJ2386.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2386
 AJ2386.The ellipsoidal height was determined by GPS observations
 AJ2386.and is referenced to NAD 83.
 AJ2386
 AJ2386.The dynamic height is computed by dividing the NAVD 88
 AJ2386.geopotential number by the normal gravity value computed on the
 AJ2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2386.degrees latitude (g = 980.6199 gals.).
 AJ2386
 AJ2386.The modeled gravity was interpolated from observed gravity values.
 AJ2386
 AJ2386. The following values were computed from the NAD 83(2007) position.
 AJ2386
 AJ2386;                    North         East     Units Scale Factor Converg.
 AJ2386;SPC MN C     -   311,936.795   738,360.263   MT  0.99997135   -0 35 06.9
 AJ2386;SPC MN C     - 1,023,412.63  2,422,436.96   sFT  0.99997135   -0 35 06.9
 AJ2386;UTM  15      - 5,196,547.899   343,182.131   MT  0.99990226   -1 30 13.8
 AJ2386
 AJ2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2386!SPC MN C     -   0.99993558  x   0.99997135  =   0.99990693
 AJ2386!UTM  15      -   0.99993558  x   0.99990226  =   0.99983784
 AJ2386
 AJ2386:                Primary Azimuth Mark                     Grid Az
 AJ2386:SPC MN C     -  2904 E                                   188 35 09.6
 AJ2386:UTM  15      -  2904 E                                   189 30 16.5
 AJ2386
 AJ2386|---------------------------------------------------------------------|
 AJ2386| PID    Reference Object                     Distance      Geod. Az  |
 AJ2386|                                                           dddmmss.s |
 AJ2386| AJ2414 2904 E                              APPROX. 1.3 KM 1880002.7 |
 AJ2386|---------------------------------------------------------------------|
 AJ2386
 AJ2386                          SUPERSEDED SURVEY CONTROL
 AJ2386
 AJ2386  NAD 83(1996)-  46 54 14.19954(N)    095 03 32.54598(W) AD(       ) 1
 AJ2386  ELLIP H (07/22/02)  411.040  (m)                       GP(       ) 4 1
 AJ2386  NAVD 88 (07/22/02)  438.30   (m)         1438.0    (f) LEVELING    3  
 AJ2386
 AJ2386.Superseded values are not recommended for survey control.
 AJ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2386.See file dsdata.txt to determine how the superseded data were derived.
 AJ2386
 AJ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4318296547(NAD 83)
 AJ2386
 AJ2386_MARKER: DB = BENCH MARK DISK
 AJ2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2386_STAMPING: 2904 B 1998
 AJ2386_MARK LOGO: MNHD  
 AJ2386_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2386+STABILITY: SURFACE MOTION
 AJ2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2386+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 AJ2386
 AJ2386  HISTORY     - Date     Condition        Report By
 AJ2386  HISTORY     - 1967     MONUMENTED       MNDT
 AJ2386  HISTORY     - 19980713 GOOD             MNDT
 AJ2386  HISTORY     - 20070502 MARK NOT FOUND   MNDT
 AJ2386
 AJ2386                          STATION DESCRIPTION
 AJ2386
 AJ2386'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2386'THE MARK IS LOCATED 1.0 MI (1.6 KM) SOUTH OF THE TOWN OF PARK RAPIDS,
 AJ2386'1.3 MI (2.1 KM) SOUTH ALONG TH 71 FROM THE JCT OF TH 71 AND TH 34 IN
 AJ2386'PARK RAPIDS, AT TH 71 MP 258.65, 16 FT (4.9 M) NORTH OF TOWNSHIP RD,
 AJ2386'64.0 FT (19.5 M) EAST OF TH 71, 4.3 FT (1.3 M) SOUTH OF A WIT POST.
 AJ2386'MONUMENT WAS SET IN 1967 AND NOT LEVELED THROUGH UNTIL 1998, WHEN 1998
 AJ2386'WAS STAMPED ON DISK.
 AJ2386
 AJ2386                          STATION RECOVERY (2007)
 AJ2386
 AJ2386'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AJ2386'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3542 ***********************************************************************
 DL3542  DESIGNATION -  2904 B 1
 DL3542  PID         -  DL3542
 DL3542  STATE/COUNTY-  MN/HUBBARD
 DL3542  COUNTRY     -  US
 DL3542  USGS QUAD   -  PARK RAPIDS (1980)
 DL3542
 DL3542                         *CURRENT SURVEY CONTROL
 DL3542  ______________________________________________________________________
 DL3542* NAD 83(1986) POSITION- 46 54 28.0    (N) 095 04 01.5    (W)   HD_HELD2  
 DL3542* NAVD 88 ORTHO HEIGHT -   440.446  (meters)    1445.03  (feet) ADJUSTED  
 DL3542  ______________________________________________________________________
 DL3542  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DL3542  DYNAMIC HEIGHT  -        440.469 (meters)     1445.11  (feet) COMP
 DL3542  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 DL3542
 DL3542  VERT ORDER      -  SECOND    CLASS I
 DL3542
 DL3542.The horizontal coordinates were established by autonomous hand held GPS
 DL3542.observations and have an estimated accuracy of +/- 10 meters.
 DL3542.
 DL3542.The orthometric height was determined by differential leveling and
 DL3542.adjusted in July 2009.
 DL3542
 DL3542.No vertical observational check was made to the station.
 DL3542
 DL3542.Photographs are available for this station.
 DL3542
 DL3542.The dynamic height is computed by dividing the NAVD 88
 DL3542.geopotential number by the normal gravity value computed on the
 DL3542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3542.degrees latitude (g = 980.6199 gals.).
 DL3542
 DL3542.The modeled gravity was interpolated from observed gravity values.
 DL3542
 DL3542;                    North         East    Units  Estimated Accuracy
 DL3542;SPC MN C     -   312,369.      737,752.      MT  (+/- 10 meters HH2 GPS)
 DL3542
 DL3542                          SUPERSEDED SURVEY CONTROL
 DL3542
 DL3542.No superseded survey control is available for this station.
 DL3542
 DL3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4258096989(NAD 83)
 DL3542
 DL3542_MARKER: DD = SURVEY DISK
 DL3542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3542_STAMPING: 2904 B 1 2007
 DL3542_MARK LOGO: MNDT  
 DL3542_PROJECTION: RECESSED 30 CENTIMETERS
 DL3542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3542+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 DL3542_ROD/PIPE-DEPTH: 13.7 meters
 DL3542
 DL3542  HISTORY     - Date     Condition        Report By
 DL3542  HISTORY     - 20070501 MONUMENTED       MNDT
 DL3542
 DL3542                          STATION DESCRIPTION
 DL3542
 DL3542'DESCRIBED BY MN DEPT OF TRANSP 2007
 DL3542'THE MARK IS 1.0 MI (1.6 KM) SOUTH OF PARK RAPIDS, IN MNDT MAINTENANCE
 DL3542'YARD, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION
 DL3542'OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34 IN PARK RAPIDS TO TRUNK
 DL3542'HIGHWAY 71 MILE POINT 258.9, THENCE 0.4 MI (0.6 KM) WEST ON INDUSTRIAL
 DL3542'ROAD, 165 FT (50.3 M) NORTH OF INDUSTRIAL ROAD, 88.8 FT (27.1 M)
 DL3542'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF MAINTENANCE GARAGE, 32.4 FT
 DL3542'(9.9 M) WEST OF CYCLONE FENCE, 24.6 FT (7.5 M) EAST OF CURB, 32.0 FT
 DL3542'(9.8 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2412 ***********************************************************************
 AJ2412  DESIGNATION -  2904 C
 AJ2412  PID         -  AJ2412
 AJ2412  STATE/COUNTY-  MN/HUBBARD
 AJ2412  COUNTRY     -  US
 AJ2412  USGS QUAD   -  MENAHGA (1980)
 AJ2412
 AJ2412                         *CURRENT SURVEY CONTROL
 AJ2412  ______________________________________________________________________
 AJ2412* NAD 83(2007) POSITION- 46 49 32.70339(N) 095 05 24.23548(W)   ADJUSTED  
 AJ2412* NAD 83(2007) ELLIP HT-   410.837 (meters)        (02/10/07)   ADJUSTED
 AJ2412* NAD 83(2007) EPOCH   -  2002.00
 AJ2412* NAVD 88 ORTHO HEIGHT -   438.081  (meters)    1437.27  (feet) ADJUSTED  
 AJ2412  ______________________________________________________________________
 AJ2412  NAD 83(2007) X  -   -387,901.072 (meters)                     COMP
 AJ2412  NAD 83(2007) Y  - -4,354,874.244 (meters)                     COMP
 AJ2412  NAD 83(2007) Z  -  4,628,831.809 (meters)                     COMP
 AJ2412  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 AJ2412  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AJ2412  DYNAMIC HEIGHT  -        438.101 (meters)     1437.34  (feet) COMP
 AJ2412  MODELED GRAVITY -    980,645.6   (mgal)                       NAVD 88
 AJ2412
 AJ2412  VERT ORDER      -  SECOND    CLASS I
 AJ2412
 AJ2412  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2412  Type                                         Horiz  Ellip  Dist(km)
 AJ2412  -------------------------------------------------------------------
 AJ2412  NETWORK                                       0.60   0.55
 AJ2412  -------------------------------------------------------------------
 AJ2412  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.57   0.57      5.15
 AJ2412  -------------------------------------------------------------------
 AJ2412  NOTE: Click here for information on individual local accuracy
 AJ2412  values and other accuracy information.
 AJ2412
 AJ2412
 AJ2412.The horizontal coordinates were established by GPS observations
 AJ2412.and adjusted by the National Geodetic Survey in February 2007.
 AJ2412
 AJ2412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2412.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2412
 AJ2412.The horizontal coordinates are valid at the epoch date displayed above
 AJ2412.which is a decimal equivalence of Year/Month/Day.
 AJ2412
 AJ2412.The orthometric height was determined by differential leveling and
 AJ2412.adjusted in August 2004.
 AJ2412
 AJ2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2412
 AJ2412.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2412
 AJ2412.The ellipsoidal height was determined by GPS observations
 AJ2412.and is referenced to NAD 83.
 AJ2412
 AJ2412.The dynamic height is computed by dividing the NAVD 88
 AJ2412.geopotential number by the normal gravity value computed on the
 AJ2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2412.degrees latitude (g = 980.6199 gals.).
 AJ2412
 AJ2412.The modeled gravity was interpolated from observed gravity values.
 AJ2412
 AJ2412. The following values were computed from the NAD 83(2007) position.
 AJ2412
 AJ2412;                    North         East     Units Scale Factor Converg.
 AJ2412;SPC MN C     -   303,269.564   735,904.413   MT  0.99995871   -0 36 27.7
 AJ2412;SPC MN C     -   994,976.89  2,414,379.73   sFT  0.99995871   -0 36 27.7
 AJ2412;UTM  15      - 5,187,921.611   340,587.924   MT  0.99991235   -1 31 28.4
 AJ2412
 AJ2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2412!SPC MN C     -   0.99993560  x   0.99995871  =   0.99989432
 AJ2412!UTM  15      -   0.99993560  x   0.99991235  =   0.99984796
 AJ2412
 AJ2412                          SUPERSEDED SURVEY CONTROL
 AJ2412
 AJ2412  NAD 83(1996)-  46 49 32.70308(N)    095 05 24.23555(W) AD(       ) 1
 AJ2412  ELLIP H (07/22/02)  410.862  (m)                       GP(       ) 4 1
 AJ2412  NAVD 88 (07/22/02)  438.08   (m)         1437.3    (f) LEVELING    3  
 AJ2412
 AJ2412.Superseded values are not recommended for survey control.
 AJ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2412.See file dsdata.txt to determine how the superseded data were derived.
 AJ2412
 AJ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4058787921(NAD 83)
 AJ2412
 AJ2412_MARKER: DD = SURVEY DISK
 AJ2412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2412_STAMPING: 2904 C 1998
 AJ2412_MARK LOGO: MNDT  
 AJ2412_PROJECTION: FLUSH
 AJ2412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2412+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AJ2412_ROD/PIPE-DEPTH: 13.7 meters
 AJ2412
 AJ2412  HISTORY     - Date     Condition        Report By
 AJ2412  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2412  HISTORY     - 20021016 GOOD             MNDT
 AJ2412
 AJ2412                          STATION DESCRIPTION
 AJ2412
 AJ2412'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ2412'5.1 MI (8.2 KM) NORTH OF MENAHGA, 6.85 MI (11.02 KM) SOUTH ON TH 71
 AJ2412'FROM JCT OF TH 71 AND TH 34 IN PARK RAPIDS, AT TH 71 MP 253.0, 71.3 FT
 AJ2412'(21.7 M) ESE OF TH 71, 37.5 FT (11.4 M) ESE OF MILEPOST 253, 3 FT (0.9
 AJ2412'M) NNE OF WITNESS POST.
 AJ2412
 AJ2412                          STATION RECOVERY (2002)
 AJ2412
 AJ2412'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DJS)
 AJ2412'RECOVERED AS DESCRIBED WITH FOLLOWING CHANGE.  12 FT (3.7 M) HIGH BY
 AJ2412'20 FT (6.1 M) LONG BILLBOARD IS 10 FT (3.0 M) NORTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2413 ***********************************************************************
 AJ2413  DESIGNATION -  2904 D
 AJ2413  PID         -  AJ2413
 AJ2413  STATE/COUNTY-  MN/HUBBARD
 AJ2413  COUNTRY     -  US
 AJ2413  USGS QUAD   -  MENAHGA (1980)
 AJ2413
 AJ2413                         *CURRENT SURVEY CONTROL
 AJ2413  ______________________________________________________________________
 AJ2413* NAD 83(2007) POSITION- 46 51 48.90905(N) 095 04 11.66410(W)   ADJUSTED  
 AJ2413* NAD 83(2007) ELLIP HT-   409.057 (meters)        (02/10/07)   ADJUSTED
 AJ2413* NAD 83(2007) EPOCH   -  2002.00
 AJ2413* NAVD 88 ORTHO HEIGHT -   436.321  (meters)    1431.50  (feet) ADJUSTED  
 AJ2413  ______________________________________________________________________
 AJ2413  NAD 83(2007) X  -   -386,097.572 (meters)                     COMP
 AJ2413  NAD 83(2007) Y  - -4,351,952.744 (meters)                     COMP
 AJ2413  NAD 83(2007) Z  -  4,631,707.526 (meters)                     COMP
 AJ2413  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC09
 AJ2413  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AJ2413  DYNAMIC HEIGHT  -        436.342 (meters)     1431.57  (feet) COMP
 AJ2413  MODELED GRAVITY -    980,648.5   (mgal)                       NAVD 88
 AJ2413
 AJ2413  VERT ORDER      -  SECOND    CLASS I
 AJ2413
 AJ2413  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2413  Type                                         Horiz  Ellip  Dist(km)
 AJ2413  -------------------------------------------------------------------
 AJ2413  NETWORK                                       0.41   0.41
 AJ2413  -------------------------------------------------------------------
 AJ2413  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.54   0.45      4.51
 AJ2413  -------------------------------------------------------------------
 AJ2413  NOTE: Click here for information on individual local accuracy
 AJ2413  values and other accuracy information.
 AJ2413
 AJ2413
 AJ2413.The horizontal coordinates were established by GPS observations
 AJ2413.and adjusted by the National Geodetic Survey in February 2007.
 AJ2413
 AJ2413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2413.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2413
 AJ2413.The horizontal coordinates are valid at the epoch date displayed above
 AJ2413.which is a decimal equivalence of Year/Month/Day.
 AJ2413
 AJ2413.The orthometric height was determined by differential leveling and
 AJ2413.adjusted in August 2004.
 AJ2413
 AJ2413.Photographs are available for this station.
 AJ2413
 AJ2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2413
 AJ2413.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2413
 AJ2413.The ellipsoidal height was determined by GPS observations
 AJ2413.and is referenced to NAD 83.
 AJ2413
 AJ2413.The dynamic height is computed by dividing the NAVD 88
 AJ2413.geopotential number by the normal gravity value computed on the
 AJ2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2413.degrees latitude (g = 980.6199 gals.).
 AJ2413
 AJ2413.The modeled gravity was interpolated from observed gravity values.
 AJ2413
 AJ2413. The following values were computed from the NAD 83(2007) position.
 AJ2413
 AJ2413;                    North         East     Units Scale Factor Converg.
 AJ2413;SPC MN C     -   307,459.083   737,485.971   MT  0.99996459   -0 35 35.2
 AJ2413;SPC MN C     - 1,008,722.01  2,419,568.56   sFT  0.99996459   -0 35 35.2
 AJ2413;UTM  15      - 5,192,085.057   342,236.261   MT  0.99990592   -1 30 38.8
 AJ2413
 AJ2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2413!SPC MN C     -   0.99993588  x   0.99996459  =   0.99990048
 AJ2413!UTM  15      -   0.99993588  x   0.99990592  =   0.99984181
 AJ2413
 AJ2413                          SUPERSEDED SURVEY CONTROL
 AJ2413
 AJ2413  NAD 83(1996)-  46 51 48.90855(N)    095 04 11.66421(W) AD(       ) 1
 AJ2413  ELLIP H (07/22/02)  409.079  (m)                       GP(       ) 4 1
 AJ2413  NAVD 88 (07/22/02)  436.32   (m)         1431.5    (f) LEVELING    3  
 AJ2413
 AJ2413.Superseded values are not recommended for survey control.
 AJ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2413.See file dsdata.txt to determine how the superseded data were derived.
 AJ2413
 AJ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4223692085(NAD 83)
 AJ2413
 AJ2413_MARKER: DD = SURVEY DISK
 AJ2413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2413_STAMPING: 2904 D 1998
 AJ2413_MARK LOGO: MNDT  
 AJ2413_PROJECTION: RECESSED 8 CENTIMETERS
 AJ2413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2413+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 AJ2413_ROD/PIPE-DEPTH: 13.7 meters
 AJ2413
 AJ2413  HISTORY     - Date     Condition        Report By
 AJ2413  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2413  HISTORY     - 20020910 GOOD             MNDT
 AJ2413  HISTORY     - 20050609 GOOD             MNDT
 AJ2413
 AJ2413                          STATION DESCRIPTION
 AJ2413
 AJ2413'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ2413'4 MI (6.4 KM) SSW OF PARK RAPIDS, 4.1 MI (6.6 KM) SOUTH ON TH 71 FROM
 AJ2413'JCT OF TH 71 AND TH 34, AT TH 71 MP 255.75, 87.0 FT (26.5 M) NORTH OF
 AJ2413'TH 87, 90.0 FT (27.4 M) ESE OF TH 71, 66.0 FT (20.1 M) NW OF P-POLE,
 AJ2413'2.3 FT (0.7 M) NNE OF WITNESS POST.
 AJ2413
 AJ2413                          STATION RECOVERY (2002)
 AJ2413
 AJ2413'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AJ2413'THE MARK WAS RECOVERED AS DESCRIBED.
 AJ2413
 AJ2413                          STATION RECOVERY (2005)
 AJ2413
 AJ2413'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MAK)
 AJ2413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2414 ***********************************************************************
 AJ2414  DESIGNATION -  2904 E
 AJ2414  PID         -  AJ2414
 AJ2414  STATE/COUNTY-  MN/HUBBARD
 AJ2414  COUNTRY     -  US
 AJ2414  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2414
 AJ2414                         *CURRENT SURVEY CONTROL
 AJ2414  ______________________________________________________________________
 AJ2414* NAD 83(2007) POSITION- 46 53 32.98856(N) 095 03 40.99554(W)   ADJUSTED  
 AJ2414* NAD 83(2007) ELLIP HT-   411.114 (meters)        (02/10/07)   ADJUSTED
 AJ2414* NAD 83(2007) EPOCH   -  2002.00
 AJ2414* NAVD 88 ORTHO HEIGHT -   438.387  (meters)    1438.27  (feet) ADJUSTED  
 AJ2414  ______________________________________________________________________
 AJ2414  NAD 83(2007) X  -   -385,243.645 (meters)                     COMP
 AJ2414  NAD 83(2007) Y  - -4,349,674.609 (meters)                     COMP
 AJ2414  NAD 83(2007) Z  -  4,633,906.102 (meters)                     COMP
 AJ2414  LAPLACE CORR    -         -3.30  (seconds)                    DEFLEC09
 AJ2414  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AJ2414  DYNAMIC HEIGHT  -        438.409 (meters)     1438.35  (feet) COMP
 AJ2414  MODELED GRAVITY -    980,650.7   (mgal)                       NAVD 88
 AJ2414
 AJ2414  VERT ORDER      -  SECOND    CLASS I
 AJ2414
 AJ2414  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2414  Type                                         Horiz  Ellip  Dist(km)
 AJ2414  -------------------------------------------------------------------
 AJ2414  NETWORK                                       0.41   0.45
 AJ2414  -------------------------------------------------------------------
 AJ2414  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.33   0.35      3.20
 AJ2414  -------------------------------------------------------------------
 AJ2414  NOTE: Click here for information on individual local accuracy
 AJ2414  values and other accuracy information.
 AJ2414
 AJ2414
 AJ2414.The horizontal coordinates were established by GPS observations
 AJ2414.and adjusted by the National Geodetic Survey in February 2007.
 AJ2414
 AJ2414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2414.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2414
 AJ2414.The horizontal coordinates are valid at the epoch date displayed above
 AJ2414.which is a decimal equivalence of Year/Month/Day.
 AJ2414
 AJ2414.The orthometric height was determined by differential leveling and
 AJ2414.adjusted in August 2004.
 AJ2414
 AJ2414.Photographs are available for this station.
 AJ2414
 AJ2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2414
 AJ2414.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2414
 AJ2414.The ellipsoidal height was determined by GPS observations
 AJ2414.and is referenced to NAD 83.
 AJ2414
 AJ2414.The dynamic height is computed by dividing the NAVD 88
 AJ2414.geopotential number by the normal gravity value computed on the
 AJ2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2414.degrees latitude (g = 980.6199 gals.).
 AJ2414
 AJ2414.The modeled gravity was interpolated from observed gravity values.
 AJ2414
 AJ2414. The following values were computed from the NAD 83(2007) position.
 AJ2414
 AJ2414;                    North         East     Units Scale Factor Converg.
 AJ2414;SPC MN C     -   310,666.108   738,168.408   MT  0.99996938   -0 35 13.0
 AJ2414;SPC MN C     - 1,019,243.72  2,421,807.52   sFT  0.99996938   -0 35 13.0
 AJ2414;UTM  15      - 5,195,280.537   342,969.946   MT  0.99990308   -1 30 19.0
 AJ2414
 AJ2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2414!SPC MN C     -   0.99993556  x   0.99996938  =   0.99990494
 AJ2414!UTM  15      -   0.99993556  x   0.99990308  =   0.99983865
 AJ2414
 AJ2414:                Primary Azimuth Mark                     Grid Az
 AJ2414:SPC MN C     -  2904 B                                   008 35 09.5
 AJ2414:UTM  15      -  2904 B                                   009 30 15.5
 AJ2414
 AJ2414|---------------------------------------------------------------------|
 AJ2414| PID    Reference Object                     Distance      Geod. Az  |
 AJ2414|                                                           dddmmss.s |
 AJ2414| AJ2386 2904 B                              APPROX. 1.3 KM 0075956.5 |
 AJ2414|---------------------------------------------------------------------|
 AJ2414
 AJ2414                          SUPERSEDED SURVEY CONTROL
 AJ2414
 AJ2414  NAD 83(1996)-  46 53 32.98805(N)    095 03 40.99562(W) AD(       ) 1
 AJ2414  ELLIP H (07/22/02)  411.137  (m)                       GP(       ) 4 1
 AJ2414  NAVD 88 (07/22/02)  438.39   (m)         1438.3    (f) LEVELING    3  
 AJ2414
 AJ2414.Superseded values are not recommended for survey control.
 AJ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2414.See file dsdata.txt to determine how the superseded data were derived.
 AJ2414
 AJ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4296995280(NAD 83)
 AJ2414
 AJ2414_MARKER: DD = SURVEY DISK
 AJ2414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2414_STAMPING: 2904 E 1998
 AJ2414_MARK LOGO: MNDT  
 AJ2414_PROJECTION: RECESSED 5 CENTIMETERS
 AJ2414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2414+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 AJ2414_ROD/PIPE-DEPTH: 10.7 meters
 AJ2414
 AJ2414  HISTORY     - Date     Condition        Report By
 AJ2414  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2414  HISTORY     - 20050609 GOOD             MNDT
 AJ2414  HISTORY     - 20070502 GOOD             MNDT
 AJ2414
 AJ2414                          STATION DESCRIPTION
 AJ2414
 AJ2414'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ2414'2 MI (3.2 KM) SOUTH OF PARK RAPIDS, 2.0 MI (3.2 KM) SOUTH ON TH 71
 AJ2414'FROM JCT OF TH 71 AND TH 34, AT TH 71 MP 257.85, 37 FT (11.3 M) SOUTH
 AJ2414'OF TWP RD 1, 137.0 FT (41.8 M) SE OF TH 71, 76 FT (23.2 M) SSW OF TEL
 AJ2414'PEDESTAL, 2.5 FT (0.8 M) WEST OF FENCE CORNER, 2.1 FT (0.6 M) WEST OF
 AJ2414'WITNESS POST.
 AJ2414
 AJ2414                          STATION RECOVERY (2005)
 AJ2414
 AJ2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AJ2414'2 MILES SOUTH OF PARK RAPIDS, 2.0 MILES SOUTH ON TRUNK HIGHWAY 71 FROM
 AJ2414'JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34, AT TRUNK HIGHWAY 71
 AJ2414'MILEPOINT 257.85, 37 FEET SOUTH OF TOWNSHIP ROAD 1, 137.0 FEET
 AJ2414'SOUTHEAST OF TRUNK HIGHWAY 71, 76 FEET SOUTH-SOUTHWEST OF TELEPHONE
 AJ2414'PEDESTAL, 2.5 FEET WEST OF FENCE CORNER, 2.1 FEET WEST OF WITNESS POST
 AJ2414
 AJ2414                          STATION RECOVERY (2007)
 AJ2414
 AJ2414'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AJ2414'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF OSAGE,
 AJ2414'6.8 MI (10.9 KM) SOUTHWEST OF DORSET AND 2.1 MI (3.4 KM) SOUTH OF PARK
 AJ2414'RAPIDS.
 AJ2414' 
 AJ2414'TO REACH TO THE STATION GO 2.0 MI (3.2 KM) SOUTH ON TRUNK HIGHWAY 71
 AJ2414'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 34, AT TRUNK
 AJ2414'HIGHWAY 71 MILE POINT 257.85, 37 FT (11.3 M) SOUTH OF TOWNSHIP ROAD 1,
 AJ2414'137.0 FT (41.8 M) SOUTHEAST OF TRUNK HIGHWAY 71, 76 FT (23.2 M)
 AJ2414'SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL, 2.5 FT (0.8 M) WEST OF A FENCE
 AJ2414'CORNER, 2.1 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2387 ***********************************************************************
 AJ2387  DESIGNATION -  2905 A
 AJ2387  PID         -  AJ2387
 AJ2387  STATE/COUNTY-  MN/HUBBARD
 AJ2387  COUNTRY     -  US
 AJ2387  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2387
 AJ2387                         *CURRENT SURVEY CONTROL
 AJ2387  ______________________________________________________________________
 AJ2387* NAD 83(2007) POSITION- 46 56 37.98076(N) 095 04 57.25902(W)   ADJUSTED  
 AJ2387* NAD 83(2007) ELLIP HT-   414.319 (meters)        (02/10/07)   ADJUSTED
 AJ2387* NAD 83(2007) EPOCH   -  2002.00
 AJ2387* NAVD 88 ORTHO HEIGHT -   441.586  (meters)    1448.77  (feet) ADJUSTED  
 AJ2387  ______________________________________________________________________
 AJ2387  NAD 83(2007) X  -   -386,482.382 (meters)                     COMP
 AJ2387  NAD 83(2007) Y  - -4,345,377.809 (meters)                     COMP
 AJ2387  NAD 83(2007) Z  -  4,637,810.657 (meters)                     COMP
 AJ2387  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC09
 AJ2387  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AJ2387  DYNAMIC HEIGHT  -        441.610 (meters)     1448.85  (feet) COMP
 AJ2387  MODELED GRAVITY -    980,653.6   (mgal)                       NAVD 88
 AJ2387
 AJ2387  VERT ORDER      -  SECOND    CLASS I
 AJ2387
 AJ2387  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2387  Type                                         Horiz  Ellip  Dist(km)
 AJ2387  -------------------------------------------------------------------
 AJ2387  NETWORK                                       0.53   0.47
 AJ2387  -------------------------------------------------------------------
 AJ2387  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.65   0.48      5.01
 AJ2387  -------------------------------------------------------------------
 AJ2387  NOTE: Click here for information on individual local accuracy
 AJ2387  values and other accuracy information.
 AJ2387
 AJ2387
 AJ2387.The horizontal coordinates were established by GPS observations
 AJ2387.and adjusted by the National Geodetic Survey in February 2007.
 AJ2387
 AJ2387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2387.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2387
 AJ2387.The horizontal coordinates are valid at the epoch date displayed above
 AJ2387.which is a decimal equivalence of Year/Month/Day.
 AJ2387
 AJ2387.The orthometric height was determined by differential leveling and
 AJ2387.adjusted in August 2004.
 AJ2387
 AJ2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2387
 AJ2387.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2387
 AJ2387.The ellipsoidal height was determined by GPS observations
 AJ2387.and is referenced to NAD 83.
 AJ2387
 AJ2387.The dynamic height is computed by dividing the NAVD 88
 AJ2387.geopotential number by the normal gravity value computed on the
 AJ2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2387.degrees latitude (g = 980.6199 gals.).
 AJ2387
 AJ2387.The modeled gravity was interpolated from observed gravity values.
 AJ2387
 AJ2387. The following values were computed from the NAD 83(2007) position.
 AJ2387
 AJ2387;                    North         East     Units Scale Factor Converg.
 AJ2387;SPC MN C     -   316,395.020   736,614.169   MT  0.99997854   -0 36 08.2
 AJ2387;SPC MN C     - 1,038,039.33  2,416,708.32   sFT  0.99997854   -0 36 08.2
 AJ2387;UTM  15      - 5,201,033.250   341,507.895   MT  0.99990874   -1 31 19.3
 AJ2387
 AJ2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2387!SPC MN C     -   0.99993506  x   0.99997854  =   0.99991360
 AJ2387!UTM  15      -   0.99993506  x   0.99990874  =   0.99984381
 AJ2387
 AJ2387                          SUPERSEDED SURVEY CONTROL
 AJ2387
 AJ2387  NAD 83(1996)-  46 56 37.98034(N)    095 04 57.25911(W) AD(       ) 1
 AJ2387  ELLIP H (07/22/02)  414.349  (m)                       GP(       ) 4 1
 AJ2387  NAVD 88 (07/22/02)  441.58   (m)         1448.8    (f) LEVELING    3  
 AJ2387
 AJ2387.Superseded values are not recommended for survey control.
 AJ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2387.See file dsdata.txt to determine how the superseded data were derived.
 AJ2387
 AJ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4150701033(NAD 83)
 AJ2387
 AJ2387_MARKER: DD = SURVEY DISK
 AJ2387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2387_STAMPING: 2905 A 1998
 AJ2387_MARK LOGO: MNDT  
 AJ2387_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2387+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 AJ2387_ROD/PIPE-DEPTH: 21.3 meters
 AJ2387
 AJ2387  HISTORY     - Date     Condition        Report By
 AJ2387  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2387  HISTORY     - 20020911 GOOD             MNDT
 AJ2387
 AJ2387                          STATION DESCRIPTION
 AJ2387
 AJ2387'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2387'THE MARK IS LOCATED 1.75 MI (2.82 KM) NW OF PARK RAPIDS, 2.15 MI (3.46
 AJ2387'KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK RAPIDS, AT
 AJ2387'TH 71 MP 262.08, 61 FT (18.6 M) NORTH OF TH 71, 74 FT (22.6 M) EAST OF
 AJ2387'ENT TO CHURCH, 21.6 FT (6.6 M) SE OF SE COR KINGDOM HALL SIGN, 2.6 FT
 AJ2387'(0.8 M) WEST OF WIT POST.
 AJ2387
 AJ2387                          STATION RECOVERY (2002)
 AJ2387
 AJ2387'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AJ2387'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2388 ***********************************************************************
 AJ2388  DESIGNATION -  2905 B
 AJ2388  PID         -  AJ2388
 AJ2388  STATE/COUNTY-  MN/HUBBARD
 AJ2388  COUNTRY     -  US
 AJ2388  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2388
 AJ2388                         *CURRENT SURVEY CONTROL
 AJ2388  ______________________________________________________________________
 AJ2388* NAD 83(2007) POSITION- 46 57 02.46541(N) 095 06 05.32450(W)   ADJUSTED  
 AJ2388* NAD 83(2007) ELLIP HT-   416.543 (meters)        (02/10/07)   ADJUSTED
 AJ2388* NAD 83(2007) EPOCH   -  2002.00
 AJ2388* NAVD 88 ORTHO HEIGHT -   443.791  (meters)    1456.00  (feet) ADJUSTED  
 AJ2388  ______________________________________________________________________
 AJ2388  NAD 83(2007) X  -   -387,867.299 (meters)                     COMP
 AJ2388  NAD 83(2007) Y  - -4,344,701.201 (meters)                     COMP
 AJ2388  NAD 83(2007) Z  -  4,638,328.482 (meters)                     COMP
 AJ2388  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC09
 AJ2388  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AJ2388  DYNAMIC HEIGHT  -        443.815 (meters)     1456.08  (feet) COMP
 AJ2388  MODELED GRAVITY -    980,653.7   (mgal)                       NAVD 88
 AJ2388
 AJ2388  VERT ORDER      -  SECOND    CLASS I
 AJ2388
 AJ2388  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2388  Type                                         Horiz  Ellip  Dist(km)
 AJ2388  -------------------------------------------------------------------
 AJ2388  NETWORK                                       0.41   0.45
 AJ2388  -------------------------------------------------------------------
 AJ2388  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.41   0.45      4.31
 AJ2388  -------------------------------------------------------------------
 AJ2388  NOTE: Click here for information on individual local accuracy
 AJ2388  values and other accuracy information.
 AJ2388
 AJ2388
 AJ2388.The horizontal coordinates were established by GPS observations
 AJ2388.and adjusted by the National Geodetic Survey in February 2007.
 AJ2388
 AJ2388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2388.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2388
 AJ2388.The horizontal coordinates are valid at the epoch date displayed above
 AJ2388.which is a decimal equivalence of Year/Month/Day.
 AJ2388
 AJ2388.The orthometric height was determined by differential leveling and
 AJ2388.adjusted in August 2004.
 AJ2388
 AJ2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2388
 AJ2388.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2388
 AJ2388.The ellipsoidal height was determined by GPS observations
 AJ2388.and is referenced to NAD 83.
 AJ2388
 AJ2388.The dynamic height is computed by dividing the NAVD 88
 AJ2388.geopotential number by the normal gravity value computed on the
 AJ2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2388.degrees latitude (g = 980.6199 gals.).
 AJ2388
 AJ2388.The modeled gravity was interpolated from observed gravity values.
 AJ2388
 AJ2388. The following values were computed from the NAD 83(2007) position.
 AJ2388
 AJ2388;                    North         East     Units Scale Factor Converg.
 AJ2388;SPC MN C     -   317,166.362   735,182.907   MT  0.99997981   -0 36 57.4
 AJ2388;SPC MN C     - 1,040,569.97  2,412,012.59   sFT  0.99997981   -0 36 57.4
 AJ2388;UTM  15      - 5,201,827.417   340,089.297   MT  0.99991430   -1 32 09.7
 AJ2388
 AJ2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2388!SPC MN C     -   0.99993471  x   0.99997981  =   0.99991452
 AJ2388!UTM  15      -   0.99993471  x   0.99991430  =   0.99984902
 AJ2388
 AJ2388                          SUPERSEDED SURVEY CONTROL
 AJ2388
 AJ2388  NAD 83(1996)-  46 57 02.46511(N)    095 06 05.32446(W) AD(       ) 1
 AJ2388  ELLIP H (07/22/02)  416.564  (m)                       GP(       ) 4 1
 AJ2388  NAVD 88 (07/22/02)  443.79   (m)         1456.0    (f) LEVELING    3  
 AJ2388
 AJ2388.Superseded values are not recommended for survey control.
 AJ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2388.See file dsdata.txt to determine how the superseded data were derived.
 AJ2388
 AJ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4008901827(NAD 83)
 AJ2388
 AJ2388_MARKER: DD = SURVEY DISK
 AJ2388_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2388_STAMPING: 2905 B 1998
 AJ2388_MARK LOGO: MNDT  
 AJ2388_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2388_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2388+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2388_ROD/PIPE-DEPTH: 10.7 meters
 AJ2388
 AJ2388  HISTORY     - Date     Condition        Report By
 AJ2388  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2388
 AJ2388                          STATION DESCRIPTION
 AJ2388
 AJ2388'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2388'THE MARK IS LOCATED 3 MI (4.8 KM) NW OF PARK RAPIDS, 3.20 MI (5.15 KM)
 AJ2388'NW ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK RAPIDS TO JCT OF CO
 AJ2388'RD 48 AT TH 71 MP 263, THEN 0.05 MI (0.08 KM) WEST ON CO RD 48, 64.5
 AJ2388'FT (19.7 M) SOUTH OF CO RD 48, 48 FT (14.6 M) WEST OF CO RD 114, 31.3
 AJ2388'FT (9.5 M) NW OF CO RD 114 SIGN POST, 113.6 FT (34.6 M) SOUTH OF
 AJ2388'P-POLE, 3.2 FT (1.0 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2389 ***********************************************************************
 AJ2389  DESIGNATION -  2905 C
 AJ2389  PID         -  AJ2389
 AJ2389  STATE/COUNTY-  MN/HUBBARD
 AJ2389  COUNTRY     -  US
 AJ2389  USGS QUAD   -  PARK RAPIDS (1980)
 AJ2389
 AJ2389                         *CURRENT SURVEY CONTROL
 AJ2389  ______________________________________________________________________
 AJ2389* NAD 83(2007) POSITION- 46 59 21.85993(N) 095 06 12.97018(W)   ADJUSTED  
 AJ2389* NAD 83(2007) ELLIP HT-   419.510 (meters)        (02/10/07)   ADJUSTED
 AJ2389* NAD 83(2007) EPOCH   -  2002.00
 AJ2389* NAVD 88 ORTHO HEIGHT -   446.759  (meters)    1465.74  (feet) ADJUSTED  
 AJ2389  ______________________________________________________________________
 AJ2389  NAD 83(2007) X  -   -387,748.592 (meters)                     COMP
 AJ2389  NAD 83(2007) Y  - -4,341,554.464 (meters)                     COMP
 AJ2389  NAD 83(2007) Z  -  4,641,268.213 (meters)                     COMP
 AJ2389  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC09
 AJ2389  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AJ2389  DYNAMIC HEIGHT  -        446.785 (meters)     1465.83  (feet) COMP
 AJ2389  MODELED GRAVITY -    980,657.9   (mgal)                       NAVD 88
 AJ2389
 AJ2389  VERT ORDER      -  SECOND    CLASS I
 AJ2389
 AJ2389  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2389  Type                                         Horiz  Ellip  Dist(km)
 AJ2389  -------------------------------------------------------------------
 AJ2389  NETWORK                                       0.47   0.53
 AJ2389  -------------------------------------------------------------------
 AJ2389  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.45   0.49      3.50
 AJ2389  -------------------------------------------------------------------
 AJ2389  NOTE: Click here for information on individual local accuracy
 AJ2389  values and other accuracy information.
 AJ2389
 AJ2389
 AJ2389.The horizontal coordinates were established by GPS observations
 AJ2389.and adjusted by the National Geodetic Survey in February 2007.
 AJ2389
 AJ2389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2389.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2389
 AJ2389.The horizontal coordinates are valid at the epoch date displayed above
 AJ2389.which is a decimal equivalence of Year/Month/Day.
 AJ2389
 AJ2389.The orthometric height was determined by differential leveling and
 AJ2389.adjusted in August 2004.
 AJ2389
 AJ2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2389
 AJ2389.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2389
 AJ2389.The ellipsoidal height was determined by GPS observations
 AJ2389.and is referenced to NAD 83.
 AJ2389
 AJ2389.The dynamic height is computed by dividing the NAVD 88
 AJ2389.geopotential number by the normal gravity value computed on the
 AJ2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2389.degrees latitude (g = 980.6199 gals.).
 AJ2389
 AJ2389.The modeled gravity was interpolated from observed gravity values.
 AJ2389
 AJ2389. The following values were computed from the NAD 83(2007) position.
 AJ2389
 AJ2389;                    North         East     Units Scale Factor Converg.
 AJ2389;SPC MN C     -   321,472.371   735,067.633   MT  0.99998732   -0 37 02.9
 AJ2389;SPC MN C     - 1,054,697.27  2,411,634.39   sFT  0.99998732   -0 37 02.9
 AJ2389;UTM  15      - 5,206,134.424   340,043.222   MT  0.99991447   -1 32 18.7
 AJ2389
 AJ2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2389!SPC MN C     -   0.99993425  x   0.99998732  =   0.99992157
 AJ2389!UTM  15      -   0.99993425  x   0.99991447  =   0.99984872
 AJ2389
 AJ2389:                Primary Azimuth Mark                     Grid Az
 AJ2389:SPC MN C     -  2905 D                                   350 29 49.9
 AJ2389:UTM  15      -  2905 D                                   351 25 05.7
 AJ2389
 AJ2389|---------------------------------------------------------------------|
 AJ2389| PID    Reference Object                     Distance      Geod. Az  |
 AJ2389|                                                           dddmmss.s |
 AJ2389| AJ2390 2905 D                              APPROX. 1.5 KM 3495247.0 |
 AJ2389|---------------------------------------------------------------------|
 AJ2389
 AJ2389                          SUPERSEDED SURVEY CONTROL
 AJ2389
 AJ2389  NAD 83(1996)-  46 59 21.85970(N)    095 06 12.97014(W) AD(       ) 1
 AJ2389  ELLIP H (07/22/02)  419.530  (m)                       GP(       ) 4 1
 AJ2389  NAVD 88 (07/22/02)  446.75   (m)         1465.7    (f) LEVELING    3  
 AJ2389
 AJ2389.Superseded values are not recommended for survey control.
 AJ2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2389.See file dsdata.txt to determine how the superseded data were derived.
 AJ2389
 AJ2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4004306134(NAD 83)
 AJ2389
 AJ2389_MARKER: DD = SURVEY DISK
 AJ2389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2389_STAMPING: 2905 C 1998
 AJ2389_MARK LOGO: MNDT  
 AJ2389_PROJECTION: FLUSH
 AJ2389_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2389+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2389_ROD/PIPE-DEPTH: 13.7 meters
 AJ2389
 AJ2389  HISTORY     - Date     Condition        Report By
 AJ2389  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2389
 AJ2389                          STATION DESCRIPTION
 AJ2389
 AJ2389'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2389'THE MARK IS LOCATED 6.0 MI (9.7 KM) NORTH OF PARK RAPIDS, 5.95 MI
 AJ2389'(9.58 KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK
 AJ2389'RAPIDS, AT TH 71 MP 265.75, 75 FT (22.9 M) WEST OF TH 71, 76 FT (23.2
 AJ2389'M) SOUTH OF DRIVEWAY, 4.4 FT (1.3 M) EAST OF P-POLE, 3.7 FT (1.1 M)
 AJ2389'EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2390 ***********************************************************************
 AJ2390  DESIGNATION -  2905 D
 AJ2390  PID         -  AJ2390
 AJ2390  STATE/COUNTY-  MN/HUBBARD
 AJ2390  COUNTRY     -  US
 AJ2390  USGS QUAD   -  SKUNK LAKE (1972)
 AJ2390
 AJ2390                         *CURRENT SURVEY CONTROL
 AJ2390  ______________________________________________________________________
 AJ2390* NAD 83(2007) POSITION- 47 00 08.75418(N) 095 06 25.20556(W)   ADJUSTED  
 AJ2390* NAD 83(2007) ELLIP HT-   419.112 (meters)        (02/10/07)   ADJUSTED
 AJ2390* NAD 83(2007) EPOCH   -  2002.00
 AJ2390* NAVD 88 ORTHO HEIGHT -   446.347  (meters)    1464.39  (feet) ADJUSTED  
 AJ2390  ______________________________________________________________________
 AJ2390  NAD 83(2007) X  -   -387,911.826 (meters)                     COMP
 AJ2390  NAD 83(2007) Y  - -4,340,476.295 (meters)                     COMP
 AJ2390  NAD 83(2007) Z  -  4,642,255.684 (meters)                     COMP
 AJ2390  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 AJ2390  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AJ2390  DYNAMIC HEIGHT  -        446.376 (meters)     1464.49  (feet) COMP
 AJ2390  MODELED GRAVITY -    980,663.2   (mgal)                       NAVD 88
 AJ2390
 AJ2390  VERT ORDER      -  SECOND    CLASS I
 AJ2390
 AJ2390  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2390  Type                                         Horiz  Ellip  Dist(km)
 AJ2390  -------------------------------------------------------------------
 AJ2390  NETWORK                                       0.38   0.43
 AJ2390  -------------------------------------------------------------------
 AJ2390  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.37   0.41      4.09
 AJ2390  -------------------------------------------------------------------
 AJ2390  NOTE: Click here for information on individual local accuracy
 AJ2390  values and other accuracy information.
 AJ2390
 AJ2390
 AJ2390.The horizontal coordinates were established by GPS observations
 AJ2390.and adjusted by the National Geodetic Survey in February 2007.
 AJ2390
 AJ2390.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2390.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2390
 AJ2390.The horizontal coordinates are valid at the epoch date displayed above
 AJ2390.which is a decimal equivalence of Year/Month/Day.
 AJ2390
 AJ2390.The orthometric height was determined by differential leveling and
 AJ2390.adjusted in August 2004.
 AJ2390
 AJ2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2390
 AJ2390.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2390
 AJ2390.The ellipsoidal height was determined by GPS observations
 AJ2390.and is referenced to NAD 83.
 AJ2390
 AJ2390.The dynamic height is computed by dividing the NAVD 88
 AJ2390.geopotential number by the normal gravity value computed on the
 AJ2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2390.degrees latitude (g = 980.6199 gals.).
 AJ2390
 AJ2390.The modeled gravity was interpolated from observed gravity values.
 AJ2390
 AJ2390. The following values were computed from the NAD 83(2007) position.
 AJ2390
 AJ2390;                    North         East     Units Scale Factor Converg.
 AJ2390;SPC MN C     -   322,923.192   734,824.776   MT  0.99998995   -0 37 11.8
 AJ2390;SPC MN C     - 1,059,457.17  2,410,837.62   sFT  0.99998995   -0 37 11.8
 AJ2390;UTM  15      - 5,207,588.855   339,823.739   MT  0.99991534   -1 32 28.9
 AJ2390
 AJ2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2390!SPC MN C     -   0.99993431  x   0.99998995  =   0.99992426
 AJ2390!UTM  15      -   0.99993431  x   0.99991534  =   0.99984965
 AJ2390
 AJ2390:                Primary Azimuth Mark                     Grid Az
 AJ2390:SPC MN C     -  2905 C                                   170 29 49.9
 AJ2390:UTM  15      -  2905 C                                   171 25 07.0
 AJ2390
 AJ2390|---------------------------------------------------------------------|
 AJ2390| PID    Reference Object                     Distance      Geod. Az  |
 AJ2390|                                                           dddmmss.s |
 AJ2390| AJ2389 2905 C                              APPROX. 1.5 KM 1695238.1 |
 AJ2390|---------------------------------------------------------------------|
 AJ2390
 AJ2390                          SUPERSEDED SURVEY CONTROL
 AJ2390
 AJ2390  NAD 83(1996)-  47 00 08.75391(N)    095 06 25.20550(W) AD(       ) 1
 AJ2390  ELLIP H (07/22/02)  419.132  (m)                       GP(       ) 4 1
 AJ2390  NAVD 88 (07/22/02)  446.34   (m)         1464.4    (f) LEVELING    3  
 AJ2390
 AJ2390.Superseded values are not recommended for survey control.
 AJ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2390.See file dsdata.txt to determine how the superseded data were derived.
 AJ2390
 AJ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3982307588(NAD 83)
 AJ2390
 AJ2390_MARKER: DD = SURVEY DISK
 AJ2390_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2390_STAMPING: 2905 D 1998
 AJ2390_MARK LOGO: MNDT  
 AJ2390_PROJECTION: FLUSH
 AJ2390_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2390+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2390_ROD/PIPE-DEPTH: 13.7 meters
 AJ2390
 AJ2390  HISTORY     - Date     Condition        Report By
 AJ2390  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2390
 AJ2390                          STATION DESCRIPTION
 AJ2390
 AJ2390'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2390'THE MARK IS LOCATED 7.0 MI (11.3 KM) NW OF PARK RAPIDS, 6.90 MI (11.10
 AJ2390'KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK RAPIDS, AT
 AJ2390'TH 71 MP 266.65, 76.5 FT (23.3 M) EAST OF TH 71, 13 FT (4.0 M) SOUTH
 AJ2390'OF ENT, 2.5 FT (0.8 M) WEST OF FENCE, 2.8 FT (0.9 M) NORTH OF WIT
 AJ2390'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2415 ***********************************************************************
 AJ2415  DESIGNATION -  2905 E
 AJ2415  PID         -  AJ2415
 AJ2415  STATE/COUNTY-  MN/HUBBARD
 AJ2415  COUNTRY     -  US
 AJ2415  USGS QUAD   -  SKUNK LAKE (1972)
 AJ2415
 AJ2415                         *CURRENT SURVEY CONTROL
 AJ2415  ______________________________________________________________________
 AJ2415* NAD 83(1986) POSITION- 47 02 17.2    (N) 095 06 46.6    (W)   HD_HELD2  
 AJ2415* NAVD 88 ORTHO HEIGHT -   441.689  (meters)    1449.11  (feet) ADJUSTED  
 AJ2415  ______________________________________________________________________
 AJ2415  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AJ2415  DYNAMIC HEIGHT  -        441.722 (meters)     1449.22  (feet) COMP
 AJ2415  MODELED GRAVITY -    980,673.2   (mgal)                       NAVD 88
 AJ2415
 AJ2415  VERT ORDER      -  SECOND    CLASS I
 AJ2415
 AJ2415.The horizontal coordinates were established by autonomous hand held GPS
 AJ2415.observations and have an estimated accuracy of +/- 10 meters.
 AJ2415.
 AJ2415.The orthometric height was determined by differential leveling and
 AJ2415.adjusted in August 2004.
 AJ2415
 AJ2415.The dynamic height is computed by dividing the NAVD 88
 AJ2415.geopotential number by the normal gravity value computed on the
 AJ2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2415.degrees latitude (g = 980.6199 gals.).
 AJ2415
 AJ2415.The modeled gravity was interpolated from observed gravity values.
 AJ2415
 AJ2415;                    North         East    Units  Estimated Accuracy
 AJ2415;SPC MN C     -   326,894.      734,416.      MT  (+/- 10 meters HH2 GPS)
 AJ2415
 AJ2415                          SUPERSEDED SURVEY CONTROL
 AJ2415
 AJ2415.No superseded survey control is available for this station.
 AJ2415
 AJ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3947811565(NAD 83)
 AJ2415
 AJ2415_MARKER: DD = SURVEY DISK
 AJ2415_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ2415_SP_SET: BOX CULVERT
 AJ2415_STAMPING: 2905 E 1998
 AJ2415_MARK LOGO: MNDT  
 AJ2415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2415+STABILITY: SURFACE MOTION
 AJ2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2415+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2415
 AJ2415  HISTORY     - Date     Condition        Report By
 AJ2415  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2415
 AJ2415                          STATION DESCRIPTION
 AJ2415
 AJ2415'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ2415'9 MI (14.5 KM) NORTH OF PARK RAPIDS, 9.25 MI (14.89 KM) NORTH ALONG TH
 AJ2415'71 FROM JCT TH 71 AND TH 34, AT TH 71 MP 269.15, 77.2 FT (23.5 M) NE
 AJ2415'OF TH 71, 61.6 FT (18.8 M) NE OF EAST LEG HAY CREEK SIGN, 0.9 FT (27.4
 AJ2415'CM) NW OF SE CORNER OF BOX CULVERT, 12 FT (3.7 M) BELOW TH 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2391 ***********************************************************************
 AJ2391  DESIGNATION -  2905 F
 AJ2391  PID         -  AJ2391
 AJ2391  STATE/COUNTY-  MN/HUBBARD
 AJ2391  COUNTRY     -  US
 AJ2391  USGS QUAD   -  TWO INLETS (1972)
 AJ2391
 AJ2391                         *CURRENT SURVEY CONTROL
 AJ2391  ______________________________________________________________________
 AJ2391* NAD 83(2007) POSITION- 47 02 29.92317(N) 095 07 50.48586(W)   ADJUSTED  
 AJ2391* NAD 83(2007) ELLIP HT-   421.274 (meters)        (02/10/07)   ADJUSTED
 AJ2391* NAD 83(2007) EPOCH   -  2002.00
 AJ2391* NAVD 88 ORTHO HEIGHT -   448.452  (meters)    1471.30  (feet) ADJUSTED  
 AJ2391  ______________________________________________________________________
 AJ2391  NAD 83(2007) X  -   -389,421.255 (meters)                     COMP
 AJ2391  NAD 83(2007) Y  - -4,337,140.153 (meters)                     COMP
 AJ2391  NAD 83(2007) Z  -  4,645,229.358 (meters)                     COMP
 AJ2391  LAPLACE CORR    -         -3.66  (seconds)                    DEFLEC09
 AJ2391  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 AJ2391  DYNAMIC HEIGHT  -        448.486 (meters)     1471.41  (feet) COMP
 AJ2391  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 AJ2391
 AJ2391  VERT ORDER      -  SECOND    CLASS I
 AJ2391
 AJ2391  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2391  Type                                         Horiz  Ellip  Dist(km)
 AJ2391  -------------------------------------------------------------------
 AJ2391  NETWORK                                       0.43   0.49
 AJ2391  -------------------------------------------------------------------
 AJ2391  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.43   0.45      2.98
 AJ2391  -------------------------------------------------------------------
 AJ2391  NOTE: Click here for information on individual local accuracy
 AJ2391  values and other accuracy information.
 AJ2391
 AJ2391
 AJ2391.The horizontal coordinates were established by GPS observations
 AJ2391.and adjusted by the National Geodetic Survey in February 2007.
 AJ2391
 AJ2391.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2391.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2391
 AJ2391.The horizontal coordinates are valid at the epoch date displayed above
 AJ2391.which is a decimal equivalence of Year/Month/Day.
 AJ2391
 AJ2391.The orthometric height was determined by differential leveling and
 AJ2391.adjusted in August 2004.
 AJ2391
 AJ2391.Photographs are available for this station.
 AJ2391
 AJ2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2391
 AJ2391.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2391
 AJ2391.The ellipsoidal height was determined by GPS observations
 AJ2391.and is referenced to NAD 83.
 AJ2391
 AJ2391.The dynamic height is computed by dividing the NAVD 88
 AJ2391.geopotential number by the normal gravity value computed on the
 AJ2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2391.degrees latitude (g = 980.6199 gals.).
 AJ2391
 AJ2391.The modeled gravity was interpolated from observed gravity values.
 AJ2391
 AJ2391. The following values were computed from the NAD 83(2007) position.
 AJ2391
 AJ2391;                    North         East     Units Scale Factor Converg.
 AJ2391;SPC MN C     -   327,302.086   733,071.768   MT  0.99999818   -0 38 13.5
 AJ2391;SPC MN C     - 1,073,823.59  2,405,086.29   sFT  0.99999818   -0 38 13.5
 AJ2391;UTM  15      - 5,211,995.058   338,141.546   MT  0.99992199   -1 33 34.9
 AJ2391
 AJ2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2391!SPC MN C     -   0.99993397  x   0.99999818  =   0.99993215
 AJ2391!UTM  15      -   0.99993397  x   0.99992199  =   0.99985597
 AJ2391
 AJ2391                          SUPERSEDED SURVEY CONTROL
 AJ2391
 AJ2391  NAD 83(1996)-  47 02 29.92298(N)    095 07 50.48574(W) AD(       ) 1
 AJ2391  ELLIP H (07/22/02)  421.290  (m)                       GP(       ) 4 1
 AJ2391  NAVD 88 (07/22/02)  448.45   (m)         1471.3    (f) LEVELING    3  
 AJ2391
 AJ2391.Superseded values are not recommended for survey control.
 AJ2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2391.See file dsdata.txt to determine how the superseded data were derived.
 AJ2391
 AJ2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3814111995(NAD 83)
 AJ2391
 AJ2391_MARKER: DD = SURVEY DISK
 AJ2391_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2391_STAMPING: 2905 F 1998
 AJ2391_MARK LOGO: MNDT  
 AJ2391_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2391+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 AJ2391_ROD/PIPE-DEPTH: 16.8 meters
 AJ2391
 AJ2391  HISTORY     - Date     Condition        Report By
 AJ2391  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2391  HISTORY     - 20050503 GOOD             MNDT
 AJ2391
 AJ2391                          STATION DESCRIPTION
 AJ2391
 AJ2391'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2391'THE MARK IS LOCATED 10 MI (16.1 KM) NW OF PARK RAPIDS, 10.4 MI (16.7
 AJ2391'KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK RAPIDS, AT
 AJ2391'TH 71 MP 270.10, 72 FT (21.9 M) NE OF TH 71, 34.7 FT (10.6 M) NW OF
 AJ2391'CABLE MARKER, 1.4 FT (0.4 M) SW OF FENCE COR, 2.9 FT (0.9 M) WEST OF
 AJ2391'WIT POST.
 AJ2391
 AJ2391                          STATION RECOVERY (2005)
 AJ2391
 AJ2391'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ2391'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2392 ***********************************************************************
 AJ2392  DESIGNATION -  2905 G
 AJ2392  PID         -  AJ2392
 AJ2392  STATE/COUNTY-  MN/HUBBARD
 AJ2392  COUNTRY     -  US
 AJ2392  USGS QUAD   -  TWO INLETS (1972)
 AJ2392
 AJ2392                         *CURRENT SURVEY CONTROL
 AJ2392  ______________________________________________________________________
 AJ2392* NAD 83(2007) POSITION- 47 03 52.60368(N) 095 09 02.96586(W)   ADJUSTED  
 AJ2392* NAD 83(2007) ELLIP HT-   420.784 (meters)        (02/10/07)   ADJUSTED
 AJ2392* NAD 83(2007) EPOCH   -  2002.00
 AJ2392* NAVD 88 ORTHO HEIGHT -   447.922  (meters)    1469.56  (feet) ADJUSTED  
 AJ2392  ______________________________________________________________________
 AJ2392  NAD 83(2007) X  -   -390,777.440 (meters)                     COMP
 AJ2392  NAD 83(2007) Y  - -4,335,141.185 (meters)                     COMP
 AJ2392  NAD 83(2007) Z  -  4,646,968.703 (meters)                     COMP
 AJ2392  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 AJ2392  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AJ2392  DYNAMIC HEIGHT  -        447.959 (meters)     1469.68  (feet) COMP
 AJ2392  MODELED GRAVITY -    980,682.4   (mgal)                       NAVD 88
 AJ2392
 AJ2392  VERT ORDER      -  SECOND    CLASS I
 AJ2392
 AJ2392  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2392  Type                                         Horiz  Ellip  Dist(km)
 AJ2392  -------------------------------------------------------------------
 AJ2392  NETWORK                                       0.56   0.51
 AJ2392  -------------------------------------------------------------------
 AJ2392  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.70   0.53      5.16
 AJ2392  -------------------------------------------------------------------
 AJ2392  NOTE: Click here for information on individual local accuracy
 AJ2392  values and other accuracy information.
 AJ2392
 AJ2392
 AJ2392.The horizontal coordinates were established by GPS observations
 AJ2392.and adjusted by the National Geodetic Survey in February 2007.
 AJ2392
 AJ2392.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2392.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2392
 AJ2392.The horizontal coordinates are valid at the epoch date displayed above
 AJ2392.which is a decimal equivalence of Year/Month/Day.
 AJ2392
 AJ2392.The orthometric height was determined by differential leveling and
 AJ2392.adjusted in August 2004.
 AJ2392
 AJ2392.Photographs are available for this station.
 AJ2392
 AJ2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2392
 AJ2392.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2392
 AJ2392.The ellipsoidal height was determined by GPS observations
 AJ2392.and is referenced to NAD 83.
 AJ2392
 AJ2392.The dynamic height is computed by dividing the NAVD 88
 AJ2392.geopotential number by the normal gravity value computed on the
 AJ2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2392.degrees latitude (g = 980.6199 gals.).
 AJ2392
 AJ2392.The modeled gravity was interpolated from observed gravity values.
 AJ2392
 AJ2392. The following values were computed from the NAD 83(2007) position.
 AJ2392
 AJ2392;                    North         East     Units Scale Factor Converg.
 AJ2392;SPC MN C     -   329,872.393   731,570.835   MT  1.00000323   -0 39 05.9
 AJ2392;SPC MN C     - 1,082,256.34  2,400,161.98   sFT  1.00000323   -0 39 05.9
 AJ2392;UTM  15      - 5,214,589.012   336,682.322   MT  0.99992782   -1 34 30.0
 AJ2392
 AJ2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2392!SPC MN C     -   0.99993405  x   1.00000323  =   0.99993728
 AJ2392!UTM  15      -   0.99993405  x   0.99992782  =   0.99986187
 AJ2392
 AJ2392:                Primary Azimuth Mark                     Grid Az
 AJ2392:SPC MN C     -  2905 H                                   359 57 59.4
 AJ2392:UTM  15      -  2905 H                                   000 53 23.5
 AJ2392
 AJ2392|---------------------------------------------------------------------|
 AJ2392| PID    Reference Object                     Distance      Geod. Az  |
 AJ2392|                                                           dddmmss.s |
 AJ2392| AJ2393 2905 H                              APPROX. 1.7 KM 3591853.5 |
 AJ2392|---------------------------------------------------------------------|
 AJ2392
 AJ2392                          SUPERSEDED SURVEY CONTROL
 AJ2392
 AJ2392  NAD 83(1996)-  47 03 52.60349(N)    095 09 02.96571(W) AD(       ) 1
 AJ2392  ELLIP H (07/22/02)  420.798  (m)                       GP(       ) 4 1
 AJ2392  NAVD 88 (07/22/02)  447.92   (m)         1469.6    (f) LEVELING    3  
 AJ2392
 AJ2392.Superseded values are not recommended for survey control.
 AJ2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2392.See file dsdata.txt to determine how the superseded data were derived.
 AJ2392
 AJ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3668214589(NAD 83)
 AJ2392
 AJ2392_MARKER: DD = SURVEY DISK
 AJ2392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2392_STAMPING: 2905 G 1998
 AJ2392_MARK LOGO: MNDT  
 AJ2392_PROJECTION: FLUSH
 AJ2392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2392+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 AJ2392_ROD/PIPE-DEPTH: 10.7 meters
 AJ2392
 AJ2392  HISTORY     - Date     Condition        Report By
 AJ2392  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2392  HISTORY     - 20020911 GOOD             MNDT
 AJ2392  HISTORY     - 20050503 GOOD             MNDT
 AJ2392
 AJ2392                          STATION DESCRIPTION
 AJ2392
 AJ2392'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2392'THE MARK IS LOCATED 12.5 MI (20.1 KM) NNW OF PARK RAPIDS, 12.55 MI
 AJ2392'(20.20 KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK
 AJ2392'RAPIDS, AT TH 71 MP 272.15, 60.5 FT (18.4 M) EAST OF TH 71, 3.6 FT
 AJ2392'(1.1 M) WEST OF FENCE, 2.5 FT (0.8 M) SOUTH OF WIT POST.
 AJ2392
 AJ2392                          STATION RECOVERY (2002)
 AJ2392
 AJ2392'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AJ2392'THE MARK WAS RECOVERED AS DESCRIBED.
 AJ2392
 AJ2392                          STATION RECOVERY (2005)
 AJ2392
 AJ2392'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ2392'12.5 MILES NORTH-NORTHWEST OF PARK RAPIDS, 12.55 MILES NORTH ALONG
 AJ2392'TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 AJ2392'34 IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 272.15, 60.5 FEET
 AJ2392'EAST OF TRUNK HIGHWAY 71, 10 FEET NORTH OF ENTRANCE, 3.6 FEET WEST OF
 AJ2392'FENCE, 2.5 FEET SOUTH OF WITNESS POST, RECESSED 1 INCH, MAGNETIC,
 AJ2392'SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0849 ***********************************************************************
 DI0849  DESIGNATION -  2905 G 1
 DI0849  PID         -  DI0849
 DI0849  STATE/COUNTY-  MN/BECKER
 DI0849  COUNTRY     -  US
 DI0849  USGS QUAD   -  TWO INLETS (1972)
 DI0849
 DI0849                         *CURRENT SURVEY CONTROL
 DI0849  ______________________________________________________________________
 DI0849* NAD 83(1986) POSITION- 47 03 03.0    (N) 095 11 00.4    (W)   HD_HELD2  
 DI0849* NAVD 88 ORTHO HEIGHT -   465.731  (meters)    1527.99  (feet) ADJUSTED  
 DI0849  ______________________________________________________________________
 DI0849  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DI0849  DYNAMIC HEIGHT  -        465.769 (meters)     1528.11  (feet) COMP
 DI0849  MODELED GRAVITY -    980,679.7   (mgal)                       NAVD 88
 DI0849
 DI0849  VERT ORDER      -  SECOND    CLASS I
 DI0849
 DI0849.The horizontal coordinates were established by autonomous hand held GPS
 DI0849.observations and have an estimated accuracy of +/- 10 meters.
 DI0849.
 DI0849.The orthometric height was determined by differential leveling and
 DI0849.adjusted in September 2006.
 DI0849
 DI0849.Photographs are available for this station.
 DI0849
 DI0849.The dynamic height is computed by dividing the NAVD 88
 DI0849.geopotential number by the normal gravity value computed on the
 DI0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0849.degrees latitude (g = 980.6199 gals.).
 DI0849
 DI0849.The modeled gravity was interpolated from observed gravity values.
 DI0849
 DI0849;                    North         East    Units  Estimated Accuracy
 DI0849;SPC MN C     -   328,369.      729,075.      MT  (+/- 10 meters HH2 GPS)
 DI0849
 DI0849                          SUPERSEDED SURVEY CONTROL
 DI0849
 DI0849.No superseded survey control is available for this station.
 DI0849
 DI0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3416213126(NAD 83)
 DI0849
 DI0849_MARKER: DD = SURVEY DISK
 DI0849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0849_STAMPING: 2905 G 1 2005
 DI0849_MARK LOGO: MNDT  
 DI0849_PROJECTION: RECESSED 8 CENTIMETERS
 DI0849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0849+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DI0849_ROD/PIPE-DEPTH: 16.8 meters
 DI0849
 DI0849  HISTORY     - Date     Condition        Report By
 DI0849  HISTORY     - 20050510 MONUMENTED       MNDT
 DI0849
 DI0849                          STATION DESCRIPTION
 DI0849
 DI0849'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0849'THE MARK IS LOCATED 2.0 MILES EAST OF TWO INLETS, 1.55 MILES EAST
 DI0849'ALONG COUNTY ROAD 44 FROM THE JUNCTION OF COUNTY ROAD 44 AND COUNTY
 DI0849'ROAD 135 (0.8 MILES WEST OF TWO INLETS), 52.7 FEET SOUTH OF COUNTY
 DI0849'ROAD 44, 29.5 FEET WEST OF DRIVEWAY NUMBER 57359, 6.1 FEET SOUTHEAST
 DI0849'OF CABLE PEDESTAL NUMBER 65017, 1.3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0850 ***********************************************************************
 DI0850  DESIGNATION -  2905 G 2
 DI0850  PID         -  DI0850
 DI0850  STATE/COUNTY-  MN/BECKER
 DI0850  COUNTRY     -  US
 DI0850  USGS QUAD   -  TWO INLETS (1972)
 DI0850
 DI0850                         *CURRENT SURVEY CONTROL
 DI0850  ______________________________________________________________________
 DI0850* NAD 83(2007) POSITION- 47 03 03.67748(N) 095 13 03.54436(W)   ADJUSTED  
 DI0850* NAD 83(2007) ELLIP HT-   433.542 (meters)        (02/07/08)   ADJUSTED
 DI0850* NAD 83(2007) EPOCH   -  2002.00
 DI0850* NAVD 88 ORTHO HEIGHT -   460.605  (meters)    1511.17  (feet) ADJUSTED  
 DI0850  ______________________________________________________________________
 DI0850  NAD 83(2007) X  -   -395,934.877 (meters)                     COMP
 DI0850  NAD 83(2007) Y  - -4,335,792.634 (meters)                     COMP
 DI0850  NAD 83(2007) Z  -  4,645,948.661 (meters)                     COMP
 DI0850  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC09
 DI0850  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DI0850  DYNAMIC HEIGHT  -        460.641 (meters)     1511.29  (feet) COMP
 DI0850  MODELED GRAVITY -    980,677.4   (mgal)                       NAVD 88
 DI0850
 DI0850  HORZ ORDER      -  FIRST
 DI0850  VERT ORDER      -  SECOND    CLASS I
 DI0850  ELLP ORDER      -  THIRD     CLASS I
 DI0850
 DI0850.The horizontal coordinates were established by GPS observations
 DI0850.and adjusted by the National Geodetic Survey in February 2008.
 DI0850
 DI0850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0850.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0850
 DI0850.The horizontal coordinates are valid at the epoch date displayed above
 DI0850.which is a decimal equivalence of Year/Month/Day.
 DI0850
 DI0850.The orthometric height was determined by differential leveling and
 DI0850.adjusted in September 2006.
 DI0850
 DI0850.Photographs are available for this station.
 DI0850
 DI0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0850
 DI0850.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0850
 DI0850.The ellipsoidal height was determined by GPS observations
 DI0850.and is referenced to NAD 83.
 DI0850
 DI0850.The dynamic height is computed by dividing the NAVD 88
 DI0850.geopotential number by the normal gravity value computed on the
 DI0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0850.degrees latitude (g = 980.6199 gals.).
 DI0850
 DI0850.The modeled gravity was interpolated from observed gravity values.
 DI0850
 DI0850. The following values were computed from the NAD 83(2007) position.
 DI0850
 DI0850;                    North         East     Units Scale Factor Converg.
 DI0850;SPC MN C     -   328,421.485   726,476.223   MT  1.00000022   -0 41 60.0
 DI0850;SPC MN C     - 1,077,496.16  2,383,447.41   sFT  1.00000022   -0 41 60.0
 DI0850;UTM  15      - 5,213,220.492   331,565.312   MT  0.99994869   -1 37 25.0
 DI0850
 DI0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0850!SPC MN C     -   0.99993205  x   1.00000022  =   0.99993227
 DI0850!UTM  15      -   0.99993205  x   0.99994869  =   0.99988074
 DI0850
 DI0850                          SUPERSEDED SURVEY CONTROL
 DI0850
 DI0850  NAD 83(1996)-  47 03 03.67719(N)    095 13 03.54423(W) AD(       ) 1
 DI0850  ELLIP H (03/06/08)  433.557  (m)                       GP(       ) 3 1
 DI0850  NAVD 88 (03/06/08)  460.61   (m)         1511.2    (f) LEVELING    3  
 DI0850
 DI0850.Superseded values are not recommended for survey control.
 DI0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0850.See file dsdata.txt to determine how the superseded data were derived.
 DI0850
 DI0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3156513220(NAD 83)
 DI0850
 DI0850_MARKER: DD = SURVEY DISK
 DI0850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0850_STAMPING: 2905 G 2 2005
 DI0850_MARK LOGO: MNDT  
 DI0850_PROJECTION: RECESSED 5 CENTIMETERS
 DI0850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0850+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2006
 DI0850_ROD/PIPE-DEPTH:  9.1 meters
 DI0850
 DI0850  HISTORY     - Date     Condition        Report By
 DI0850  HISTORY     - 2005     MONUMENTED       MNDT
 DI0850  HISTORY     - 20061120 GOOD             MNDT
 DI0850
 DI0850                          STATION DESCRIPTION
 DI0850
 DI0850'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0850'THE MARK IS LOCATED IN TWO INLETS, 0.80 MILES EAST ALONG COUNTY ROAD
 DI0850'44 FROM THE JUNCTION OF COUNTY ROAD 44 AND COUNTY ROAD 135 (0.80 MILES
 DI0850'WEST OF TWO INLETS), 58.7 FEET NORTH OF COUNTY ROAD 44, 35.5 FEET EAST
 DI0850'OF DRIVEWAY NUMBERS 55676/55680, 1.4 FEET EAST OF WITNESS POST.
 DI0850
 DI0850                          STATION RECOVERY (2006)
 DI0850
 DI0850'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DI0850'IN TWO INLETS, 0.80 MILES EAST ALONG COUNTY ROAD 44 FROM THE JUNCTION
 DI0850'OF COUNTY ROAD 44 AND COUNTY ROAD 135 (0.80 MILES WEST OF TWO INLETS),
 DI0850'58.7 FEET NORTH OF COUNTY ROAD 44, 35.5 FEET EAST OF DRIVEWAY NUMBERS
 DI0850'55676/55680, 1.4 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2393 ***********************************************************************
 AJ2393  DESIGNATION -  2905 H
 AJ2393  PID         -  AJ2393
 AJ2393  STATE/COUNTY-  MN/HUBBARD
 AJ2393  COUNTRY     -  US
 AJ2393  USGS QUAD   -  TWO INLETS (1972)
 AJ2393
 AJ2393                         *CURRENT SURVEY CONTROL
 AJ2393  ______________________________________________________________________
 AJ2393* NAD 83(2007) POSITION- 47 04 48.09943(N) 095 09 03.93738(W)   ADJUSTED  
 AJ2393* NAD 83(2007) ELLIP HT-   442.597 (meters)        (02/10/07)   ADJUSTED
 AJ2393* NAD 83(2007) EPOCH   -  2002.00
 AJ2393* NAVD 88 ORTHO HEIGHT -   469.731  (meters)    1541.11  (feet) ADJUSTED  
 AJ2393  ______________________________________________________________________
 AJ2393  NAD 83(2007) X  -   -390,686.521 (meters)                     COMP
 AJ2393  NAD 83(2007) Y  - -4,333,904.274 (meters)                     COMP
 AJ2393  NAD 83(2007) Z  -  4,648,151.962 (meters)                     COMP
 AJ2393  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC09
 AJ2393  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AJ2393  DYNAMIC HEIGHT  -        469.772 (meters)     1541.24  (feet) COMP
 AJ2393  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 AJ2393
 AJ2393  VERT ORDER      -  SECOND    CLASS I
 AJ2393
 AJ2393  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2393  Type                                         Horiz  Ellip  Dist(km)
 AJ2393  -------------------------------------------------------------------
 AJ2393  NETWORK                                       0.68   0.73
 AJ2393  -------------------------------------------------------------------
 AJ2393  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.67      2.05
 AJ2393  -------------------------------------------------------------------
 AJ2393  NOTE: Click here for information on individual local accuracy
 AJ2393  values and other accuracy information.
 AJ2393
 AJ2393
 AJ2393.The horizontal coordinates were established by GPS observations
 AJ2393.and adjusted by the National Geodetic Survey in February 2007.
 AJ2393
 AJ2393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2393.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2393
 AJ2393.The horizontal coordinates are valid at the epoch date displayed above
 AJ2393.which is a decimal equivalence of Year/Month/Day.
 AJ2393
 AJ2393.The orthometric height was determined by differential leveling and
 AJ2393.adjusted in August 2004.
 AJ2393
 AJ2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2393
 AJ2393.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2393
 AJ2393.The ellipsoidal height was determined by GPS observations
 AJ2393.and is referenced to NAD 83.
 AJ2393
 AJ2393.The dynamic height is computed by dividing the NAVD 88
 AJ2393.geopotential number by the normal gravity value computed on the
 AJ2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2393.degrees latitude (g = 980.6199 gals.).
 AJ2393
 AJ2393.The modeled gravity was interpolated from observed gravity values.
 AJ2393
 AJ2393. The following values were computed from the NAD 83(2007) position.
 AJ2393
 AJ2393;                    North         East     Units Scale Factor Converg.
 AJ2393;SPC MN C     -   331,586.298   731,569.833   MT  1.00000670   -0 39 06.6
 AJ2393;SPC MN C     - 1,087,879.38  2,400,158.69   sFT  1.00000670   -0 39 06.6
 AJ2393;UTM  15      - 5,216,302.579   336,708.944   MT  0.99992771   -1 34 32.2
 AJ2393
 AJ2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2393!SPC MN C     -   0.99993063  x   1.00000670  =   0.99993733
 AJ2393!UTM  15      -   0.99993063  x   0.99992771  =   0.99985834
 AJ2393
 AJ2393:                Primary Azimuth Mark                     Grid Az
 AJ2393:SPC MN C     -  2905 G                                   179 57 59.4
 AJ2393:UTM  15      -  2905 G                                   180 53 25.0
 AJ2393
 AJ2393|---------------------------------------------------------------------|
 AJ2393| PID    Reference Object                     Distance      Geod. Az  |
 AJ2393|                                                           dddmmss.s |
 AJ2393| AJ2392 2905 G                              APPROX. 1.7 KM 1791852.8 |
 AJ2393|---------------------------------------------------------------------|
 AJ2393
 AJ2393                          SUPERSEDED SURVEY CONTROL
 AJ2393
 AJ2393  NAD 83(1996)-  47 04 48.09927(N)    095 09 03.93722(W) AD(       ) 1
 AJ2393  ELLIP H (07/22/02)  442.611  (m)                       GP(       ) 4 1
 AJ2393  NAVD 88 (07/22/02)  469.73   (m)         1541.1    (f) LEVELING    3  
 AJ2393
 AJ2393.Superseded values are not recommended for survey control.
 AJ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2393.See file dsdata.txt to determine how the superseded data were derived.
 AJ2393
 AJ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3670816302(NAD 83)
 AJ2393
 AJ2393_MARKER: DD = SURVEY DISK
 AJ2393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2393_STAMPING: 2905 H 1998
 AJ2393_MARK LOGO: MNDT  
 AJ2393_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2393_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2393+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2393_ROD/PIPE-DEPTH:  6.1 meters
 AJ2393
 AJ2393  HISTORY     - Date     Condition        Report By
 AJ2393  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2393
 AJ2393                          STATION DESCRIPTION
 AJ2393
 AJ2393'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2393'THE MARK IS LOCATED 13.5 MI (21.7 KM) NNW OF PARK RAPIDS, 13.6 MI
 AJ2393'(21.9 KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK
 AJ2393'RAPIDS, AT TH 71 MP 273.20, 75 FT (22.9 M) EAST OF TH 71, 66 FT (20.1
 AJ2393'M) NORTH OF ROSE LAKE RD, 2.5 FT (0.8 M) WEST OF FENCE, 2.5 FT (0.8 M)
 AJ2393'SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2394 ***********************************************************************
 AJ2394  DESIGNATION -  2905 J
 AJ2394  PID         -  AJ2394
 AJ2394  STATE/COUNTY-  MN/HUBBARD
 AJ2394  COUNTRY     -  US
 AJ2394  USGS QUAD   -  LAKE ITASCA (1972)
 AJ2394
 AJ2394                         *CURRENT SURVEY CONTROL
 AJ2394  ______________________________________________________________________
 AJ2394* NAD 83(2007) POSITION- 47 09 13.08603(N) 095 09 00.47178(W)   ADJUSTED  
 AJ2394* NAD 83(2007) ELLIP HT-   462.769 (meters)        (02/10/07)   ADJUSTED
 AJ2394* NAD 83(2007) EPOCH   -  2002.00
 AJ2394* NAVD 88 ORTHO HEIGHT -   489.980  (meters)    1607.54  (feet) ADJUSTED  
 AJ2394  ______________________________________________________________________
 AJ2394  NAD 83(2007) X  -   -390,076.649 (meters)                     COMP
 AJ2394  NAD 83(2007) Y  - -4,327,952.138 (meters)                     COMP
 AJ2394  NAD 83(2007) Z  -  4,653,735.827 (meters)                     COMP
 AJ2394  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC09
 AJ2394  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AJ2394  DYNAMIC HEIGHT  -        490.023 (meters)     1607.68  (feet) COMP
 AJ2394  MODELED GRAVITY -    980,685.2   (mgal)                       NAVD 88
 AJ2394
 AJ2394  VERT ORDER      -  SECOND    CLASS I
 AJ2394
 AJ2394  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ2394  Type                                         Horiz  Ellip  Dist(km)
 AJ2394  -------------------------------------------------------------------
 AJ2394  NETWORK                                       0.49   0.47
 AJ2394  -------------------------------------------------------------------
 AJ2394  MEDIAN LOCAL ACCURACY AND DIST (017 points)   0.74   0.49      9.57
 AJ2394  -------------------------------------------------------------------
 AJ2394  NOTE: Click here for information on individual local accuracy
 AJ2394  values and other accuracy information.
 AJ2394
 AJ2394
 AJ2394.The horizontal coordinates were established by GPS observations
 AJ2394.and adjusted by the National Geodetic Survey in February 2007.
 AJ2394
 AJ2394.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ2394.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ2394
 AJ2394.The horizontal coordinates are valid at the epoch date displayed above
 AJ2394.which is a decimal equivalence of Year/Month/Day.
 AJ2394
 AJ2394.The orthometric height was determined by differential leveling and
 AJ2394.adjusted in August 2004.
 AJ2394
 AJ2394.Photographs are available for this station.
 AJ2394
 AJ2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2394
 AJ2394.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ2394
 AJ2394.The ellipsoidal height was determined by GPS observations
 AJ2394.and is referenced to NAD 83.
 AJ2394
 AJ2394.The dynamic height is computed by dividing the NAVD 88
 AJ2394.geopotential number by the normal gravity value computed on the
 AJ2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2394.degrees latitude (g = 980.6199 gals.).
 AJ2394
 AJ2394.The modeled gravity was interpolated from observed gravity values.
 AJ2394
 AJ2394. The following values were computed from the NAD 83(2007) position.
 AJ2394
 AJ2394;                    North         East     Units Scale Factor Converg.
 AJ2394;SPC MN C     -   339,768.227   731,735.934   MT  1.00002431   -0 39 04.1
 AJ2394;SPC MN C     - 1,114,722.92  2,400,703.64   sFT  1.00002431   -0 39 04.1
 AJ2394;UTM  15      - 5,224,480.040   337,007.040   MT  0.99992651   -1 34 36.4
 AJ2394
 AJ2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2394!SPC MN C     -   0.99992747  x   1.00002431  =   0.99995178
 AJ2394!UTM  15      -   0.99992747  x   0.99992651  =   0.99985398
 AJ2394
 AJ2394                          SUPERSEDED SURVEY CONTROL
 AJ2394
 AJ2394  NAD 83(1996)-  47 09 13.08589(N)    095 09 00.47164(W) AD(       ) 1
 AJ2394  ELLIP H (07/22/02)  462.782  (m)                       GP(       ) 4 1
 AJ2394  NAVD 88 (07/22/02)  489.98   (m)         1607.5    (f) LEVELING    3  
 AJ2394
 AJ2394.Superseded values are not recommended for survey control.
 AJ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2394.See file dsdata.txt to determine how the superseded data were derived.
 AJ2394
 AJ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3700724480(NAD 83)
 AJ2394
 AJ2394_MARKER: DD = SURVEY DISK
 AJ2394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2394_STAMPING: 2905 J 1998
 AJ2394_MARK LOGO: MNDT  
 AJ2394_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2394+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2006
 AJ2394_ROD/PIPE-DEPTH: 15.2 meters
 AJ2394
 AJ2394  HISTORY     - Date     Condition        Report By
 AJ2394  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2394  HISTORY     - 20020911 GOOD             MNDT
 AJ2394  HISTORY     - 20061115 GOOD             MNDT
 AJ2394
 AJ2394                          STATION DESCRIPTION
 AJ2394
 AJ2394'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2394'THE MARK IS LOCATED 18.5 MI (29.8 KM) NNW OF PARK RAPIDS, 18.80 MI
 AJ2394'(30.25 KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK
 AJ2394'RAPIDS, AT TH 71 MP 278.25, 56.5 FT (17.2 M) WNW OF TH 71, 24.0 FT
 AJ2394'(7.3 M) SSW OF WB CO RD 122 (ENT TO ITASCA STATE PARK), 37 FT (11.3 M)
 AJ2394'NNE OF EB CO RD 122, 5.3 FT (1.6 M) NORTH OF NE COR OF SIGN ITASCA
 AJ2394'STATE PARK, 9.6 FT (2.9 M) NE OF NW COR OF PARK SIGN, 6.7 FT (2.0 M)
 AJ2394'NORTH OF WIT POST.
 AJ2394
 AJ2394                          STATION RECOVERY (2002)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AJ2394'THE MARK WAS RECOVERED AS DESCRIBED.
 AJ2394
 AJ2394                          STATION RECOVERY (2006)
 AJ2394
 AJ2394'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AJ2394'18.5 MILES NORTH-NORTHWEST OF PARK RAPIDS, 18.80 MILES NORTH ALONG
 AJ2394'TRUNK HIGHWAY 71 FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 AJ2394'34 IN PARK RAPIDS, AT TRUNK HIGHWAY 71 MILEPOINT 278.25, 56.5 FEET
 AJ2394'WEST-NORTHWEST OF TRUNK HIGHWAY 71, 24.0 FEET SOUTH-SOUTHWEST OF
 AJ2394'WESTBOUND COUNTY ROAD 122 (ENTRANCE TO ITASCA STATE PARK), 37 FEET
 AJ2394'NORTH-NORTHEAST OF EASTBOUND COUNTY ROAD 122, 5.3 FEET NORTH OF
 AJ2394'NORTHEAST CORNER OF SIGN ITASCA STATE PARK, 9.6 FEET NORTHEAST OF
 AJ2394'NORTHWEST CORNER OF PARK SIGN, 6.8 FEET NORTH OF SIGN POST, 6.7 FEET
 AJ2394'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ2395 ***********************************************************************
 AJ2395  DESIGNATION -  2905 K
 AJ2395  PID         -  AJ2395
 AJ2395  STATE/COUNTY-  MN/HUBBARD
 AJ2395  COUNTRY     -  US
 AJ2395  USGS QUAD   -  LAKE ITASCA (1972)
 AJ2395
 AJ2395                         *CURRENT SURVEY CONTROL
 AJ2395  ______________________________________________________________________
 AJ2395* NAD 83(1986) POSITION- 47 10 42.5    (N) 095 08 40.7    (W)   HD_HELD2  
 AJ2395* NAVD 88 ORTHO HEIGHT -   482.905  (meters)    1584.33  (feet) ADJUSTED  
 AJ2395  ______________________________________________________________________
 AJ2395  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AJ2395  DYNAMIC HEIGHT  -        482.948 (meters)     1584.47  (feet) COMP
 AJ2395  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 AJ2395
 AJ2395  VERT ORDER      -  SECOND    CLASS I
 AJ2395
 AJ2395.The horizontal coordinates were established by autonomous hand held GPS
 AJ2395.observations and have an estimated accuracy of +/- 10 meters.
 AJ2395.
 AJ2395.The orthometric height was determined by differential leveling and
 AJ2395.adjusted in August 2004.
 AJ2395
 AJ2395.The dynamic height is computed by dividing the NAVD 88
 AJ2395.geopotential number by the normal gravity value computed on the
 AJ2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2395.degrees latitude (g = 980.6199 gals.).
 AJ2395
 AJ2395.The modeled gravity was interpolated from observed gravity values.
 AJ2395
 AJ2395;                    North         East    Units  Estimated Accuracy
 AJ2395;SPC MN C     -   342,525.      732,184.      MT  (+/- 10 meters HH2 GPS)
 AJ2395
 AJ2395                          SUPERSEDED SURVEY CONTROL
 AJ2395
 AJ2395.No superseded survey control is available for this station.
 AJ2395
 AJ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3749927228(NAD 83)
 AJ2395
 AJ2395_MARKER: DD = SURVEY DISK
 AJ2395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ2395_STAMPING: 2905 K 1998
 AJ2395_MARK LOGO: MNDT  
 AJ2395_PROJECTION: FLUSH
 AJ2395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ2395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ2395+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ2395_ROD/PIPE-DEPTH:  9.1 meters
 AJ2395
 AJ2395  HISTORY     - Date     Condition        Report By
 AJ2395  HISTORY     - 1998     MONUMENTED       MNDT
 AJ2395
 AJ2395                          STATION DESCRIPTION
 AJ2395
 AJ2395'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ2395'THE MARK IS LOCATED 20.5 MI (33.0 KM) NNW OF PARK RAPIDS, 20.60 MI
 AJ2395'(33.15 KM) NORTH ALONG TH 71 FROM JCT OF TH 71 AND TH 34 IN PARK
 AJ2395'RAPIDS, AT TH 71 MP 280, 0.50 MI (0.80 KM) SOUTH OF THE JCT OF TH 71
 AJ2395'AND TH 200, 60 FT (18.3 M) WEST OF TH 71, 30.2 FT (9.2 M) EAST OF MP
 AJ2395'280 SIGN, 2.7 FT (0.8 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0395 ***********************************************************************
 SK0395  DESIGNATION -  2906 A
 SK0395  PID         -  SK0395
 SK0395  STATE/COUNTY-  MN/HUBBARD
 SK0395  COUNTRY     -  US
 SK0395  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0395
 SK0395                         *CURRENT SURVEY CONTROL
 SK0395  ______________________________________________________________________
 SK0395* NAD 83(1986) POSITION- 47 11 19.     (N) 095 07 29.     (W)   SCALED    
 SK0395* NAVD 88 ORTHO HEIGHT -   458.433  (meters)    1504.04  (feet) ADJUSTED  
 SK0395  ______________________________________________________________________
 SK0395  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 SK0395  DYNAMIC HEIGHT  -        458.474 (meters)     1504.18  (feet) COMP
 SK0395  MODELED GRAVITY -    980,688.8   (mgal)                       NAVD 88
 SK0395
 SK0395  VERT ORDER      -  SECOND    CLASS 0
 SK0395
 SK0395.The horizontal coordinates were scaled from a topographic map and have
 SK0395.an estimated accuracy of +/- 6 seconds.
 SK0395.
 SK0395.The orthometric height was determined by differential leveling and
 SK0395.adjusted in June 1991.
 SK0395
 SK0395.The dynamic height is computed by dividing the NAVD 88
 SK0395.geopotential number by the normal gravity value computed on the
 SK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0395.degrees latitude (g = 980.6199 gals.).
 SK0395
 SK0395.The modeled gravity was interpolated from observed gravity values.
 SK0395
 SK0395;                    North         East    Units  Estimated Accuracy
 SK0395;SPC MN C     -   343,640.      733,710.      MT  (+/- 180 meters Scaled)
 SK0395
 SK0395                          SUPERSEDED SURVEY CONTROL
 SK0395
 SK0395  NGVD 29 (??/??/92)  458.146  (m)         1503.10   (f) ADJ UNCH    2 0
 SK0395
 SK0395.Superseded values are not recommended for survey control.
 SK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0395.See file dsdata.txt to determine how the superseded data were derived.
 SK0395
 SK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN390283(NAD 83)
 SK0395
 SK0395_MARKER: DD = SURVEY DISK
 SK0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0395_SP_SET: MONUMENT
 SK0395_STAMPING: 2906-A 1972
 SK0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0395
 SK0395  HISTORY     - Date     Condition        Report By
 SK0395  HISTORY     - 1972     MONUMENTED       MNDT
 SK0395  HISTORY     - 20010501 GOOD             MNDT
 SK0395
 SK0395                          STATION DESCRIPTION
 SK0395
 SK0395'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0395'6.5 MI W FROM LAKE GEORGE.
 SK0395'MARK IS LOCATED 6.4 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0395'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 0.9 MILES EAST T.H. 200 (NORTH),
 SK0395'0.05 MILES EAST OF A MOBILE HOME, 162 FEET NORTH OF, AND 2 FEET LOWER
 SK0395'THAN THE CENTERLINE OF T.H. 71 AT MILE POINT 281.5, 152 FEET NORTHEAST
 SK0395'OF A POWER POLE (WITH TRANSFORMER), 22 FEET SOUTHEAST OF A 15 INCH
 SK0395'BIRCH TREE, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT
 SK0395'PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 SK0395'21, T 143, R 35.
 SK0395
 SK0395                          STATION RECOVERY (2001)
 SK0395
 SK0395'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0396 ***********************************************************************
 SK0396  DESIGNATION -  2906 B
 SK0396  PID         -  SK0396
 SK0396  STATE/COUNTY-  MN/HUBBARD
 SK0396  COUNTRY     -  US
 SK0396  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0396
 SK0396                         *CURRENT SURVEY CONTROL
 SK0396  ______________________________________________________________________
 SK0396* NAD 83(1986) POSITION- 47 11 15.     (N) 095 06 20.     (W)   SCALED    
 SK0396* NAVD 88 ORTHO HEIGHT -   455.764  (meters)    1495.29  (feet) ADJUSTED  
 SK0396  ______________________________________________________________________
 SK0396  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 SK0396  DYNAMIC HEIGHT  -        455.806 (meters)     1495.42  (feet) COMP
 SK0396  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 SK0396
 SK0396  VERT ORDER      -  SECOND    CLASS 0
 SK0396
 SK0396.The horizontal coordinates were scaled from a topographic map and have
 SK0396.an estimated accuracy of +/- 6 seconds.
 SK0396.
 SK0396.The orthometric height was determined by differential leveling and
 SK0396.adjusted in June 1991.
 SK0396
 SK0396.The dynamic height is computed by dividing the NAVD 88
 SK0396.geopotential number by the normal gravity value computed on the
 SK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0396.degrees latitude (g = 980.6199 gals.).
 SK0396
 SK0396.The modeled gravity was interpolated from observed gravity values.
 SK0396
 SK0396;                    North         East    Units  Estimated Accuracy
 SK0396;SPC MN C     -   343,500.      735,160.      MT  (+/- 180 meters Scaled)
 SK0396
 SK0396                          SUPERSEDED SURVEY CONTROL
 SK0396
 SK0396  NGVD 29 (??/??/92)  455.479  (m)         1494.35   (f) ADJ UNCH    2 0
 SK0396
 SK0396.Superseded values are not recommended for survey control.
 SK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0396.See file dsdata.txt to determine how the superseded data were derived.
 SK0396
 SK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN404281(NAD 83)
 SK0396
 SK0396_MARKER: DD = SURVEY DISK
 SK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0396_SP_SET: MONUMENT
 SK0396_STAMPING: 2906 B 1972
 SK0396_MARK LOGO: MNHD  
 SK0396_PROJECTION: FLUSH
 SK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0396+STABILITY: SURFACE MOTION
 SK0396
 SK0396  HISTORY     - Date     Condition        Report By
 SK0396  HISTORY     - 1972     MONUMENTED       MNDT
 SK0396  HISTORY     - 20010501 GOOD             MNDT
 SK0396  HISTORY     - 20050209 GOOD             MNDT
 SK0396  HISTORY     - 20090212 GOOD             MNDT
 SK0396
 SK0396                          STATION DESCRIPTION
 SK0396
 SK0396'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0396'5.5 MI W FROM LAKE GEORGE.
 SK0396'MARK IS LOCATED 5.4 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0396'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 3 MILES EAST OF T.H. 200 (NORTH),
 SK0396'207 FEET SOUTH OF, AND 5 FEET HIGHER THAN THE CENTERLINE OF T.H. 71 AT
 SK0396'MILE POINT 282.65 (OPPOSITE COUNTY ROAD 3 NORTH) 101 FEET SOUTHWEST OF
 SK0396'THE SOUTHWEST CORNER OF A 1-STORY FRAME BUILDING (LAKE ALICE STORE) 17
 SK0396'FEET WEST OF THE CENTER OF THE SPIDER LAKE TRAIL, 14 FEET EAST OF A 20
 SK0396'INCH PINE TREE, 6 FEET SOUTHWEST OF AN 18 INCH PINE TREE, 0.5 FEET
 SK0396'NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0396'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 22, T 143, R 35.
 SK0396
 SK0396                          STATION RECOVERY (2001)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0396'RECOVERED IN GOOD CONDITION.
 SK0396
 SK0396                          STATION RECOVERY (2005)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KMS)
 SK0396'THE STATION IS LOCATED ABOUT 14.8 MI (23.8 KM) SOUTH-SOUTHEAST OF
 SK0396'ALIDA, 10.7 MI (17.2 KM) NORTH-NORTHEAST OF TWO INLETS AND 5.4 MI (8.7
 SK0396'KM) WEST OF LAKE GEORGE.
 SK0396' 
 SK0396'TO REACH TO THE MARK GO 5.4 MI (8.7 KM) WEST OF THE JUNCTION OF TRUNK
 SK0396'HIGHWAY 71 AND COUNTY ROAD 4 IN LAKE GEORGE, 3 MI (4.8 KM) EAST OF
 SK0396'TRUNK HIGHWAY 200 NORTH, 207 FT (63.1 M) SOUTH OF TRUNK HIGHWAY 71, AT
 SK0396'TRUNK HIGHWAY 71 MILE POINT 282.65, OPPOSITE COUNTY ROAD 3 NORTH, 101
 SK0396'FT (30.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF STORE, 17 FT (5.2 M)
 SK0396'WEST OF SPIDER LAKE TRAIL, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
 SK0396
 SK0396                          STATION RECOVERY (2009)
 SK0396
 SK0396'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 SK0396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0397 ***********************************************************************
 SK0397  DESIGNATION -  2906 C
 SK0397  PID         -  SK0397
 SK0397  STATE/COUNTY-  MN/HUBBARD
 SK0397  COUNTRY     -  US
 SK0397  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0397
 SK0397                         *CURRENT SURVEY CONTROL
 SK0397  ______________________________________________________________________
 SK0397* NAD 83(1986) POSITION- 47 11 17.     (N) 095 04 59.     (W)   SCALED    
 SK0397* NAVD 88 ORTHO HEIGHT -   447.418  (meters)    1467.90  (feet) ADJUSTED  
 SK0397  ______________________________________________________________________
 SK0397  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 SK0397  DYNAMIC HEIGHT  -        447.461 (meters)     1468.05  (feet) COMP
 SK0397  MODELED GRAVITY -    980,694.8   (mgal)                       NAVD 88
 SK0397
 SK0397  VERT ORDER      -  SECOND    CLASS 0
 SK0397
 SK0397.The horizontal coordinates were scaled from a topographic map and have
 SK0397.an estimated accuracy of +/- 6 seconds.
 SK0397.
 SK0397.The orthometric height was determined by differential leveling and
 SK0397.adjusted in June 1991.
 SK0397
 SK0397.The dynamic height is computed by dividing the NAVD 88
 SK0397.geopotential number by the normal gravity value computed on the
 SK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0397.degrees latitude (g = 980.6199 gals.).
 SK0397
 SK0397.The modeled gravity was interpolated from observed gravity values.
 SK0397
 SK0397;                    North         East    Units  Estimated Accuracy
 SK0397;SPC MN C     -   343,540.      736,860.      MT  (+/- 180 meters Scaled)
 SK0397
 SK0397                          SUPERSEDED SURVEY CONTROL
 SK0397
 SK0397  NGVD 29 (??/??/92)  447.137  (m)         1466.98   (f) ADJ UNCH    2 0
 SK0397
 SK0397.Superseded values are not recommended for survey control.
 SK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0397.See file dsdata.txt to determine how the superseded data were derived.
 SK0397
 SK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN421281(NAD 83)
 SK0397
 SK0397_MARKER: DD = SURVEY DISK
 SK0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0397_SP_SET: MONUMENT
 SK0397_STAMPING: 2906-C 1972
 SK0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0397
 SK0397  HISTORY     - Date     Condition        Report By
 SK0397  HISTORY     - 1972     MONUMENTED       MNDT
 SK0397  HISTORY     - 20010501 GOOD             MNDT
 SK0397
 SK0397                          STATION DESCRIPTION
 SK0397
 SK0397'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0397'4.4 MI W FROM LAKE GEORGE.
 SK0397'MARK IS LOCATED 4.4 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0397'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 0.9 MILES EAST OF THE LAKE ALICE
 SK0397'STORE, 0.15 MILES WEST OF A FARM ENTRANCE SOUTH, 156 FEET SOUTH OF THE
 SK0397'CENTERLINE OF T.H. 71 AT MILE POINT 283.55, 16 FEET NORTHEAST OF A 30
 SK0397'INCH PINE TREE, AT THE WEST EDGE OF A SMALL FIELD, 0.5 FEET NORTH OF A
 SK0397'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 SK0397'WITH THE GROUND.  SW 1/4 SECTION 23, T 143, R 35.
 SK0397
 SK0397                          STATION RECOVERY (2001)
 SK0397
 SK0397'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0397'200 FT SOUTH OF TH 71
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0399 ***********************************************************************
 SK0399  DESIGNATION -  2906 D
 SK0399  PID         -  SK0399
 SK0399  STATE/COUNTY-  MN/HUBBARD
 SK0399  COUNTRY     -  US
 SK0399  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0399
 SK0399                         *CURRENT SURVEY CONTROL
 SK0399  ______________________________________________________________________
 SK0399* NAD 83(1986) POSITION- 47 11 17.     (N) 095 03 57.     (W)   SCALED    
 SK0399* NAVD 88 ORTHO HEIGHT -   440.540  (meters)    1445.34  (feet) ADJUSTED  
 SK0399  ______________________________________________________________________
 SK0399  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 SK0399  DYNAMIC HEIGHT  -        440.583 (meters)     1445.48  (feet) COMP
 SK0399  MODELED GRAVITY -    980,697.1   (mgal)                       NAVD 88
 SK0399
 SK0399  VERT ORDER      -  SECOND    CLASS 0
 SK0399
 SK0399.The horizontal coordinates were scaled from a topographic map and have
 SK0399.an estimated accuracy of +/- 6 seconds.
 SK0399.
 SK0399.The orthometric height was determined by differential leveling and
 SK0399.adjusted in June 1991.
 SK0399
 SK0399.The dynamic height is computed by dividing the NAVD 88
 SK0399.geopotential number by the normal gravity value computed on the
 SK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0399.degrees latitude (g = 980.6199 gals.).
 SK0399
 SK0399.The modeled gravity was interpolated from observed gravity values.
 SK0399
 SK0399;                    North         East    Units  Estimated Accuracy
 SK0399;SPC MN C     -   343,530.      738,170.      MT  (+/- 180 meters Scaled)
 SK0399
 SK0399                          SUPERSEDED SURVEY CONTROL
 SK0399
 SK0399  NGVD 29 (??/??/92)  440.259  (m)         1444.42   (f) ADJ UNCH    2 0
 SK0399
 SK0399.Superseded values are not recommended for survey control.
 SK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0399.See file dsdata.txt to determine how the superseded data were derived.
 SK0399
 SK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN434281(NAD 83)
 SK0399
 SK0399_MARKER: DD = SURVEY DISK
 SK0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0399_SP_SET: MONUMENT
 SK0399_STAMPING: 2906-D 1972
 SK0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0399
 SK0399  HISTORY     - Date     Condition        Report By
 SK0399  HISTORY     - 1972     MONUMENTED       MNDT
 SK0399  HISTORY     - 20010501 GOOD             MNDT
 SK0399
 SK0399                          STATION DESCRIPTION
 SK0399
 SK0399'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0399'3.5 MI W FROM LAKE GEORGE.
 SK0399'MARK IS LOCATED 3.55 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF
 SK0399'T.H. 71 AND COUNTY ROAD 4 IN LAKE GEORGE, 198 FEET SOUTH OF , AND
 SK0399'ABOUT LEVEL WITH THE CENTERLINE OF T.H. 71 AT MILE POINT 284.4, 168
 SK0399'FEET SOUTHWEST OF A POWER POLE (WITH TRANSFORMER AND METER), 58 FEET
 SK0399'NORTH OF A 30 INCH PINE TREE, 37.2 FEET EAST OF USGS BENCH MARK 10
 SK0399'WGW, 0.5 FEET NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 SK0399'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 24, T
 SK0399'143, R 35.
 SK0399
 SK0399                          STATION RECOVERY (2001)
 SK0399
 SK0399'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0400 ***********************************************************************
 SK0400  DESIGNATION -  2906 E
 SK0400  PID         -  SK0400
 SK0400  STATE/COUNTY-  MN/HUBBARD
 SK0400  COUNTRY     -  US
 SK0400  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0400
 SK0400                         *CURRENT SURVEY CONTROL
 SK0400  ______________________________________________________________________
 SK0400* NAD 83(1986) POSITION- 47 11 18.     (N) 095 02 35.     (W)   SCALED    
 SK0400* NAVD 88 ORTHO HEIGHT -   443.687  (meters)    1455.66  (feet) ADJUSTED  
 SK0400  ______________________________________________________________________
 SK0400  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 SK0400  DYNAMIC HEIGHT  -        443.731 (meters)     1455.81  (feet) COMP
 SK0400  MODELED GRAVITY -    980,700.0   (mgal)                       NAVD 88
 SK0400
 SK0400  VERT ORDER      -  SECOND    CLASS 0
 SK0400
 SK0400.The horizontal coordinates were scaled from a topographic map and have
 SK0400.an estimated accuracy of +/- 6 seconds.
 SK0400.
 SK0400.The orthometric height was determined by differential leveling and
 SK0400.adjusted in June 1991.
 SK0400
 SK0400.The dynamic height is computed by dividing the NAVD 88
 SK0400.geopotential number by the normal gravity value computed on the
 SK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0400.degrees latitude (g = 980.6199 gals.).
 SK0400
 SK0400.The modeled gravity was interpolated from observed gravity values.
 SK0400
 SK0400;                    North         East    Units  Estimated Accuracy
 SK0400;SPC MN C     -   343,540.      739,900.      MT  (+/- 180 meters Scaled)
 SK0400
 SK0400                          SUPERSEDED SURVEY CONTROL
 SK0400
 SK0400  NGVD 29 (??/??/92)  443.409  (m)         1454.75   (f) ADJ UNCH    2 0
 SK0400
 SK0400.Superseded values are not recommended for survey control.
 SK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0400.See file dsdata.txt to determine how the superseded data were derived.
 SK0400
 SK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN452281(NAD 83)
 SK0400
 SK0400_MARKER: DD = SURVEY DISK
 SK0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0400_SP_SET: MONUMENT
 SK0400_STAMPING: 2906-E 1972
 SK0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0400
 SK0400  HISTORY     - Date     Condition        Report By
 SK0400  HISTORY     - 1972     MONUMENTED       MNDT
 SK0400
 SK0400                          STATION DESCRIPTION
 SK0400
 SK0400'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0400'2.5 MI WSW FROM LAKE GEORGE.
 SK0400'MARK IS LOCATED 2.5 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0400'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 2.4 MILES EAST OF THE LAKE ALICE
 SK0400'STORE, 172 FEET SOUTH OF THE CENTERLINE OF T.H. 71 AT MILE POINT
 SK0400'285.4, 134.5 FEET SOUTH OF THE EAST STEEL GATE POST AT AN EXTRANCE
 SK0400'(SOUTH) TO A SMALL PINE (NORWAY) PLANTATION, 11 FEET SOUTHWEST OF THE
 SK0400'CENTER OF A FIELD ROAD, 0.5 FEET NORTH OF A STEEL WITNESS POST, IN A 6
 SK0400'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. SW 1/4
 SK0400'SECTION 19, T 143, R 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0402 ***********************************************************************
 SK0402  DESIGNATION -  2906 G
 SK0402  PID         -  SK0402
 SK0402  STATE/COUNTY-  MN/HUBBARD
 SK0402  COUNTRY     -  US
 SK0402  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 SK0402
 SK0402                         *CURRENT SURVEY CONTROL
 SK0402  ______________________________________________________________________
 SK0402* NAD 83(1986) POSITION- 47 11 48.     (N) 095 00 16.     (W)   SCALED    
 SK0402* NAVD 88 ORTHO HEIGHT -   434.052  (meters)    1424.05  (feet) ADJUSTED  
 SK0402  ______________________________________________________________________
 SK0402  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 SK0402  DYNAMIC HEIGHT  -        434.097 (meters)     1424.20  (feet) COMP
 SK0402  MODELED GRAVITY -    980,702.7   (mgal)                       NAVD 88
 SK0402
 SK0402  VERT ORDER      -  SECOND    CLASS 0
 SK0402
 SK0402.The horizontal coordinates were scaled from a topographic map and have
 SK0402.an estimated accuracy of +/- 6 seconds.
 SK0402.
 SK0402.The orthometric height was determined by differential leveling and
 SK0402.adjusted in June 1991.
 SK0402
 SK0402.The dynamic height is computed by dividing the NAVD 88
 SK0402.geopotential number by the normal gravity value computed on the
 SK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0402.degrees latitude (g = 980.6199 gals.).
 SK0402
 SK0402.The modeled gravity was interpolated from observed gravity values.
 SK0402
 SK0402;                    North         East    Units  Estimated Accuracy
 SK0402;SPC MN C     -   344,440.      742,830.      MT  (+/- 180 meters Scaled)
 SK0402
 SK0402                          SUPERSEDED SURVEY CONTROL
 SK0402
 SK0402  NGVD 29 (??/??/92)  433.776  (m)         1423.15   (f) ADJ UNCH    2 0
 SK0402
 SK0402.Superseded values are not recommended for survey control.
 SK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0402.See file dsdata.txt to determine how the superseded data were derived.
 SK0402
 SK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN481289(NAD 83)
 SK0402
 SK0402_MARKER: DD = SURVEY DISK
 SK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0402_SP_SET: MONUMENT
 SK0402_STAMPING: 2906-G 1972
 SK0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0402
 SK0402  HISTORY     - Date     Condition        Report By
 SK0402  HISTORY     - 1972     MONUMENTED       MNDT
 SK0402  HISTORY     - 20010501 GOOD             MNDT
 SK0402
 SK0402                          STATION DESCRIPTION
 SK0402
 SK0402'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0402'0.5 MI SW FROM LAKE GEORGE.
 SK0402'MARK IS LOCATED 0.6 MILES WEST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0402'71 AND COUNTY ROAD 4 IN LAKE GEORGE, THENCE 450 FEET NORTH (AT T.H. 71
 SK0402'MILE POINT 287.4), ALONG A PRIVATE DRIVEWAY TO A WHITE 1 1/2-STORY
 SK0402'FRAME HOUSE (KEN QUALLEY RESIDENCE), 30 FEET EAST OF THE CENTER OF THE
 SK0402'DRIVEWAY, 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 0.5
 SK0402'FEET SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 SK0402'MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 16, T 143N, R 34W.
 SK0402
 SK0402                          STATION RECOVERY (2001)
 SK0402
 SK0402'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0251 ***********************************************************************
 SK0251  DESIGNATION -  2906 H
 SK0251  PID         -  SK0251
 SK0251  STATE/COUNTY-  MN/HUBBARD
 SK0251  COUNTRY     -  US
 SK0251  USGS QUAD   -  LAKE GEORGE (1972)
 SK0251
 SK0251                         *CURRENT SURVEY CONTROL
 SK0251  ______________________________________________________________________
 SK0251* NAD 83(1986) POSITION- 47 12 13.     (N) 094 59 21.     (W)   SCALED    
 SK0251* NAVD 88 ORTHO HEIGHT -   434.221  (meters)    1424.61  (feet) ADJUSTED  
 SK0251  ______________________________________________________________________
 SK0251  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 SK0251  DYNAMIC HEIGHT  -        434.265 (meters)     1424.75  (feet) COMP
 SK0251  MODELED GRAVITY -    980,701.5   (mgal)                       NAVD 88
 SK0251
 SK0251  VERT ORDER      -  SECOND    CLASS 0
 SK0251
 SK0251.The horizontal coordinates were scaled from a topographic map and have
 SK0251.an estimated accuracy of +/- 6 seconds.
 SK0251.
 SK0251.The orthometric height was determined by differential leveling and
 SK0251.adjusted in June 1991.
 SK0251
 SK0251.The dynamic height is computed by dividing the NAVD 88
 SK0251.geopotential number by the normal gravity value computed on the
 SK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0251.degrees latitude (g = 980.6199 gals.).
 SK0251
 SK0251.The modeled gravity was interpolated from observed gravity values.
 SK0251
 SK0251;                    North         East    Units  Estimated Accuracy
 SK0251;SPC MN C     -   345,200.      744,000.      MT  (+/- 180 meters Scaled)
 SK0251
 SK0251                          SUPERSEDED SURVEY CONTROL
 SK0251
 SK0251  NGVD 29 (??/??/92)  433.945  (m)         1423.70   (f) ADJ UNCH    2 0
 SK0251
 SK0251.Superseded values are not recommended for survey control.
 SK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0251.See file dsdata.txt to determine how the superseded data were derived.
 SK0251
 SK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN493297(NAD 83)
 SK0251
 SK0251_MARKER: DD = SURVEY DISK
 SK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0251_SP_SET: MONUMENT
 SK0251_STAMPING: 2906-H 1972
 SK0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0251
 SK0251  HISTORY     - Date     Condition        Report By
 SK0251  HISTORY     - 1972     MONUMENTED       MNDT
 SK0251  HISTORY     - 20010501 GOOD             MNDT
 SK0251
 SK0251                          STATION DESCRIPTION
 SK0251
 SK0251'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0251'IN LAKE GEORGE.
 SK0251'0.4 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H. 71 AND COUNTY
 SK0251'ROAD 4 IN LAKE GEORGE, 140 FEET NORTH OF THE CENTERLINE OF T.H. 71 AT
 SK0251'MILE POINT 288.4, 106 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A 1
 SK0251'1/2 STORY FRAME HOUSE (WHITE), 30 FEET WEST OF THE CENTER OF A STREET,
 SK0251'8 FEET WEST OF A LOG FENCE, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN
 SK0251'A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 SK0251'SECTION 16, T 143, R 34.
 SK0251
 SK0251                          STATION RECOVERY (2001)
 SK0251
 SK0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0251'STA IS SLIGHTLY BENT TO ONE SIDE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0254 ***********************************************************************
 SK0254  DESIGNATION -  2906 K
 SK0254  PID         -  SK0254
 SK0254  STATE/COUNTY-  MN/HUBBARD
 SK0254  COUNTRY     -  US
 SK0254  USGS QUAD   -  LAKE GEORGE (1972)
 SK0254
 SK0254                         *CURRENT SURVEY CONTROL
 SK0254  ______________________________________________________________________
 SK0254* NAD 83(1986) POSITION- 47 12 38.     (N) 094 55 48.     (W)   SCALED    
 SK0254* NAVD 88 ORTHO HEIGHT -   453.273  (meters)    1487.11  (feet) ADJUSTED  
 SK0254  ______________________________________________________________________
 SK0254  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 SK0254  DYNAMIC HEIGHT  -        453.313 (meters)     1487.24  (feet) COMP
 SK0254  MODELED GRAVITY -    980,688.7   (mgal)                       NAVD 88
 SK0254
 SK0254  VERT ORDER      -  SECOND    CLASS 0
 SK0254
 SK0254.The horizontal coordinates were scaled from a topographic map and have
 SK0254.an estimated accuracy of +/- 6 seconds.
 SK0254.
 SK0254.The orthometric height was determined by differential leveling and
 SK0254.adjusted in June 1991.
 SK0254
 SK0254.The dynamic height is computed by dividing the NAVD 88
 SK0254.geopotential number by the normal gravity value computed on the
 SK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0254.degrees latitude (g = 980.6199 gals.).
 SK0254
 SK0254.The modeled gravity was interpolated from observed gravity values.
 SK0254
 SK0254;                    North         East    Units  Estimated Accuracy
 SK0254;SPC MN C     -   345,930.      748,480.      MT  (+/- 180 meters Scaled)
 SK0254
 SK0254                          SUPERSEDED SURVEY CONTROL
 SK0254
 SK0254  NGVD 29 (??/??/92)  452.993  (m)         1486.19   (f) ADJ UNCH    2 0
 SK0254
 SK0254.Superseded values are not recommended for survey control.
 SK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0254.See file dsdata.txt to determine how the superseded data were derived.
 SK0254
 SK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN538303(NAD 83)
 SK0254
 SK0254_MARKER: DD = SURVEY DISK
 SK0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0254_SP_SET: MONUMENT
 SK0254_STAMPING: 2906-K 1972
 SK0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0254
 SK0254  HISTORY     - Date     Condition        Report By
 SK0254  HISTORY     - 1972     MONUMENTED       MNDT
 SK0254
 SK0254                          STATION DESCRIPTION
 SK0254
 SK0254'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0254'3.2 MI E FROM LAKE GEORGE.
 SK0254'MARK IS LOCATED 3.25 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF
 SK0254'T.H. 71 AND COUNTY ROAD 4 IN LAKE GEORGE, 0.8 MILES WEST OF COUNTY
 SK0254'ROAD 91 (SOUTH), 277 FEET SOUTH OF THE CENTERLINE OF T.H. 71 AT MILE
 SK0254'POINT 291.3, 109.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 SK0254'GARAGE (WHITE), 42 FEET EAST OF THE CENTER OF A ROAD (TO A GRAVEL
 SK0254'PIT), 2.5 FEET WEST OF A FENCE LINE, 0.5 FEET NORTH OF A STEEL WITNESS
 SK0254'POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 SK0254'NE 1/4 SECTION 13, T 143, R 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0256 ***********************************************************************
 SK0256  DESIGNATION -  2906 L
 SK0256  PID         -  SK0256
 SK0256  STATE/COUNTY-  MN/HUBBARD
 SK0256  COUNTRY     -  US
 SK0256  USGS QUAD   -  LAKE GEORGE (1972)
 SK0256
 SK0256                         *CURRENT SURVEY CONTROL
 SK0256  ______________________________________________________________________
 SK0256* NAD 83(1996) POSITION- 47 12 35.96518(N) 094 54 36.83106(W)   NO CHECK  
 SK0256* NAVD 88 ORTHO HEIGHT -   458.522  (meters)    1504.33  (feet) ADJUSTED  
 SK0256  ______________________________________________________________________
 SK0256  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 SK0256  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 SK0256  DYNAMIC HEIGHT  -        458.563 (meters)     1504.47  (feet) COMP
 SK0256  MODELED GRAVITY -    980,688.2   (mgal)                       NAVD 88
 SK0256
 SK0256  HORZ ORDER      -  THIRD
 SK0256  VERT ORDER      -  SECOND    CLASS 0
 SK0256
 SK0256.The horizontal coordinates were established by classical geodetic methods
 SK0256.and adjusted by the National Geodetic Survey in March 1999.
 SK0256.
 SK0256.No horizontal observational check was made to the station.
 SK0256.
 SK0256.The orthometric height was determined by differential leveling and
 SK0256.adjusted in June 1991.
 SK0256
 SK0256.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0256
 SK0256.The dynamic height is computed by dividing the NAVD 88
 SK0256.geopotential number by the normal gravity value computed on the
 SK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0256.degrees latitude (g = 980.6199 gals.).
 SK0256
 SK0256.The modeled gravity was interpolated from observed gravity values.
 SK0256
 SK0256. The following values were computed from the NAD 83(1996) position.
 SK0256
 SK0256;                    North         East     Units Scale Factor Converg.
 SK0256;SPC MN C     -   345,854.265   749,981.195   MT  1.00003892   -0 28 39.4
 SK0256;SPC MN C     - 1,134,690.20  2,460,563.30   sFT  1.00003892   -0 28 39.4
 SK0256;UTM  15      - 5,230,269.904   355,345.606   MT  0.99985717   -1 24 07.4
 SK0256
 SK0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0256!SPC MN C     -   0.99993246  x   1.00003892  =   0.99997137
 SK0256!UTM  15      -   0.99993246  x   0.99985717  =   0.99978963
 SK0256
 SK0256                          SUPERSEDED SURVEY CONTROL
 SK0256
 SK0256  NAD 83(1986)-  47 12 35.96367(N)    094 54 36.83069(W) AD(       ) 3
 SK0256  NAD 27      -  47 12 36.12306(N)    094 54 35.78823(W) AD(       ) 3
 SK0256  NGVD 29 (??/??/92)  458.242  (m)         1503.42   (f) ADJ UNCH    2 0
 SK0256
 SK0256.Superseded values are not recommended for survey control.
 SK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0256.See file dsdata.txt to determine how the superseded data were derived.
 SK0256
 SK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5534530269(NAD 83)
 SK0256
 SK0256_MARKER: DD = SURVEY DISK
 SK0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0256_SP_SET: MONUMENT
 SK0256_STAMPING: 2906-L 1972
 SK0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0256
 SK0256  HISTORY     - Date     Condition        Report By
 SK0256  HISTORY     - 1972     MONUMENTED       MNDT
 SK0256  HISTORY     - 1975     GOOD             MNHD
 SK0256
 SK0256                          STATION DESCRIPTION
 SK0256
 SK0256'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0256'4.0 MI E FROM LAKE GEORGE.
 SK0256'MARK IS LOCATED 4.1 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0256'71 AND COUNTY ROAD 4 IN LAKE GEORGE, THENCE, 291 FEET EAST (AT T.H. 71
 SK0256'MILE POINT 292.10), ALONG COUNTY ROAD 92, 120 FEET SOUTH OF, AND 2
 SK0256'FEET HIGHER THAN THE CENTER OF COUNTY ROAD 92, 10 FEET EAST OF A 12
 SK0256'INCH POPLAR TREE, 2 FEET EAST OF A FENCE LINE, 0.5 FEET NORTH OF A
 SK0256'STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 SK0256'NE 1/4 SECTION 18, T 143, R 33.  NOTE-- THIS MARK IS ALSO 2.25 MILES
 SK0256'SOUTHWEST OF THE JUNCTION OF T.H.S 71 AND 200 AT KABEKONA CORNERS.
 SK0256
 SK0256                          STATION RECOVERY (1975)
 SK0256
 SK0256'RECOVERY NOTE BY MN HIGHWAY DEPT 1975
 SK0256'TO REACH STATION SHANTY FROM THE JUNCTION OF TRUNK HWY 71 AND TRUNK
 SK0256'HIGHWAY 200 IN KABEKONA CORNERS GO SOUTHWEST ALONG TRUNK HIGHWAY 71
 SK0256'FOR 2.25 MILES TO THE JUNCTION OF COUNTY ROAD 92, TURN LEFT AND GO
 SK0256'300 FEET TO STATION SHANTY ON THE RIGHT.
 SK0256'
 SK0256'BM 2906L, A STANDARD MNHD BENCH MARK DISK STAMPED 2906L 1972, IS SET
 SK0256'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 SK0256'OF THE GROUND.  THE MARK IS 291 FEET EAST, ALONG COUNTY ROAD 92, OF
 SK0256'THE CENTERLINE OF TRUNK HIGHWAY 71, 120 FEET SOUTH OF AND 2 FEET
 SK0256'HIGHER THAN, THE CENTERLINE OF COUNTY ROAD 92, 2 FEET EAST OF A
 SK0256'FENCE LINE AND 0.5 FOOT NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0262 ***********************************************************************
 SK0262  DESIGNATION -  2906 M
 SK0262  PID         -  SK0262
 SK0262  STATE/COUNTY-  MN/HUBBARD
 SK0262  COUNTRY     -  US
 SK0262  USGS QUAD   -  LAKE GEORGE (1972)
 SK0262
 SK0262                         *CURRENT SURVEY CONTROL
 SK0262  ______________________________________________________________________
 SK0262* NAD 83(1996) POSITION- 47 13 13.62817(N) 094 53 55.27981(W)   NO CHECK  
 SK0262* NAVD 88 ORTHO HEIGHT -   459.857  (meters)    1508.71  (feet) ADJUSTED  
 SK0262  ______________________________________________________________________
 SK0262  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC09
 SK0262  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 SK0262  DYNAMIC HEIGHT  -        459.898 (meters)     1508.85  (feet) COMP
 SK0262  MODELED GRAVITY -    980,687.0   (mgal)                       NAVD 88
 SK0262
 SK0262  HORZ ORDER      -  THIRD
 SK0262  VERT ORDER      -  SECOND    CLASS 0
 SK0262
 SK0262.The horizontal coordinates were established by classical geodetic methods
 SK0262.and adjusted by the National Geodetic Survey in March 1999.
 SK0262.
 SK0262.No horizontal observational check was made to the station.
 SK0262.
 SK0262.The orthometric height was determined by differential leveling and
 SK0262.adjusted in June 1991.
 SK0262
 SK0262.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0262
 SK0262.The dynamic height is computed by dividing the NAVD 88
 SK0262.geopotential number by the normal gravity value computed on the
 SK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0262.degrees latitude (g = 980.6199 gals.).
 SK0262
 SK0262.The modeled gravity was interpolated from observed gravity values.
 SK0262
 SK0262. The following values were computed from the NAD 83(1996) position.
 SK0262
 SK0262;                    North         East     Units Scale Factor Converg.
 SK0262;SPC MN C     -   347,010.154   750,865.119   MT  1.00004174   -0 28 09.3
 SK0262;SPC MN C     - 1,138,482.48  2,463,463.31   sFT  1.00004174   -0 28 09.3
 SK0262;UTM  15      - 5,231,411.170   356,247.899   MT  0.99985397   -1 23 37.8
 SK0262
 SK0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0262!SPC MN C     -   0.99993225  x   1.00004174  =   0.99997399
 SK0262!UTM  15      -   0.99993225  x   0.99985397  =   0.99978623
 SK0262
 SK0262                          SUPERSEDED SURVEY CONTROL
 SK0262
 SK0262  NAD 83(1986)-  47 13 13.62661(N)    094 53 55.27950(W) AD(       ) 3
 SK0262  NAD 27      -  47 13 13.78643(N)    094 53 54.23917(W) AD(       ) 3
 SK0262  NGVD 29 (??/??/92)  459.577  (m)         1507.80   (f) ADJ UNCH    2 0
 SK0262
 SK0262.Superseded values are not recommended for survey control.
 SK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0262.See file dsdata.txt to determine how the superseded data were derived.
 SK0262
 SK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5624731411(NAD 83)
 SK0262
 SK0262_MARKER: DB = BENCH MARK DISK
 SK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0262_SP_SET: MONUMENT
 SK0262_STAMPING: 2906-M 1972
 SK0262_MARK LOGO: MNDT  
 SK0262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0262+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 SK0262
 SK0262  HISTORY     - Date     Condition        Report By
 SK0262  HISTORY     - 1972     MONUMENTED       MNDT
 SK0262  HISTORY     - 1975     GOOD             MNHD
 SK0262  HISTORY     - 19990401 GOOD             MNDT
 SK0262  HISTORY     - 20010501 GOOD             MNDT
 SK0262
 SK0262                          STATION DESCRIPTION
 SK0262
 SK0262'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0262'4.7 MI E FROM LAKE GEORGE.
 SK0262'MARK IS LOCATED 5.3 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H.
 SK0262'71 AND COUNTY ROAD 4 IN LAKE GEORGE, 0.85 MILES NORTHEAST OF COUNTY
 SK0262'ROAD 92, 1.5 MILES SOUTHWEST OF T.H.S 71 AND 200 AT KABEKONA CORNERS,
 SK0262'192 FEET NORTHEAST OF THE CENTERLINE OF T.H. 71, 45 FEET NORTHWEST OF
 SK0262'THE TOP OF A 4 FOOT HIGH DIRT MOUND IN A CLEARING, 33 FEET NORTHEAST
 SK0262'OF A DIM TRAIL, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A CONCRETE
 SK0262'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 7, T 143, T 33.
 SK0262
 SK0262                          STATION RECOVERY (1975)
 SK0262
 SK0262'RECOVERY NOTE BY MN HIGHWAY DEPT 1975
 SK0262'TO REACH STATION WAHOO FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 SK0262'HIGHWAY 200 IN KABEKONA CORNERS GO SOUTHWEST ALONG TRUNK HIGHWAY 71
 SK0262'FOR 1.55 MILES TO AN ENTRANCE AND STATION WAHOO ON THE LEFT.
 SK0262'
 SK0262'BM 2906 M, A STANDARD MNHD BENCH MARK DISK STAMPED 2906 M 1972, IS
 SK0262'SET IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE
 SK0262'SURFACE OF THE GROUND.  THE MARK IS 192 FEET NORTHEAST OF THE
 SK0262'CENTERLINE OF TRUNK HIGHWAY 71, 45 FEET NORTHWEST OF THE TOP OF A
 SK0262'4 FOOT HIGH DIRT MOUND IN A CLEARING, 33 FEET NORTHEAST OF A DIM
 SK0262'TRAIL AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.
 SK0262
 SK0262                          STATION RECOVERY (1999)
 SK0262
 SK0262'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0262'RECOVERED AS DESCRIBED.
 SK0262
 SK0262                          STATION RECOVERY (2001)
 SK0262
 SK0262'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6285 ***********************************************************************
 DE6285  DESIGNATION -  2907 B
 DE6285  PID         -  DE6285
 DE6285  STATE/COUNTY-  MN/HUBBARD
 DE6285  COUNTRY     -  US
 DE6285  USGS QUAD   -  GUTHRIE (1968)
 DE6285
 DE6285                         *CURRENT SURVEY CONTROL
 DE6285  ______________________________________________________________________
 DE6285* NAD 83(2007) POSITION- 47 22 01.38920(N) 094 51 45.43439(W)   ADJUSTED  
 DE6285* NAD 83(2007) ELLIP HT-   423.764 (meters)        (02/10/07)   ADJUSTED
 DE6285* NAD 83(2007) EPOCH   -  2002.00
 DE6285* NAVD 88 ORTHO HEIGHT -   451.766  (meters)    1482.17  (feet) ADJUSTED  
 DE6285  ______________________________________________________________________
 DE6285  NAD 83(2007) X  -   -366,874.651 (meters)                     COMP
 DE6285  NAD 83(2007) Y  - -4,312,464.093 (meters)                     COMP
 DE6285  NAD 83(2007) Z  -  4,669,810.977 (meters)                     COMP
 DE6285  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC09
 DE6285  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DE6285  DYNAMIC HEIGHT  -        451.804 (meters)     1482.29  (feet) COMP
 DE6285  MODELED GRAVITY -    980,684.9   (mgal)                       NAVD 88
 DE6285
 DE6285  VERT ORDER      -  SECOND    CLASS I
 DE6285
 DE6285  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6285  Type                                         Horiz  Ellip  Dist(km)
 DE6285  -------------------------------------------------------------------
 DE6285  NETWORK                                       0.43   0.51
 DE6285  -------------------------------------------------------------------
 DE6285  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.39   0.43      3.21
 DE6285  -------------------------------------------------------------------
 DE6285  NOTE: Click here for information on individual local accuracy
 DE6285  values and other accuracy information.
 DE6285
 DE6285
 DE6285.The horizontal coordinates were established by GPS observations
 DE6285.and adjusted by the National Geodetic Survey in February 2007.
 DE6285
 DE6285.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6285.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6285
 DE6285.The horizontal coordinates are valid at the epoch date displayed above
 DE6285.which is a decimal equivalence of Year/Month/Day.
 DE6285
 DE6285.The orthometric height was determined by differential leveling and
 DE6285.adjusted in July 2008.
 DE6285
 DE6285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6285
 DE6285.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6285
 DE6285.The ellipsoidal height was determined by GPS observations
 DE6285.and is referenced to NAD 83.
 DE6285
 DE6285.The dynamic height is computed by dividing the NAVD 88
 DE6285.geopotential number by the normal gravity value computed on the
 DE6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6285.degrees latitude (g = 980.6199 gals.).
 DE6285
 DE6285.The modeled gravity was interpolated from observed gravity values.
 DE6285
 DE6285. The following values were computed from the NAD 83(2007) position.
 DE6285
 DE6285;                    North         East     Units Scale Factor Converg.
 DE6285;SPC MN C     -   363,287.453   753,723.114   MT  1.00008481   -0 26 35.4
 DE6285;SPC MN C     - 1,191,885.59  2,472,839.92   sFT  1.00008481   -0 26 35.4
 DE6285;UTM  15      - 5,247,636.678   359,367.909   MT  0.99984306   -1 22 14.0
 DE6285
 DE6285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6285!SPC MN C     -   0.99993358  x   1.00008481  =   1.00001839
 DE6285!UTM  15      -   0.99993358  x   0.99984306  =   0.99977665
 DE6285
 DE6285                          SUPERSEDED SURVEY CONTROL
 DE6285
 DE6285  NAD 83(1996)-  47 22 01.38900(N)    094 51 45.43437(W) AD(       ) 1
 DE6285  ELLIP H (07/08/02)  423.793  (m)                       GP(       ) 3 1
 DE6285  NAVD 88 (07/08/02)  451.8    (m)  GEOID99 model used   GPS OBS        
 DE6285
 DE6285.Superseded values are not recommended for survey control.
 DE6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6285.See file dsdata.txt to determine how the superseded data were derived.
 DE6285
 DE6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5936747636(NAD 83)
 DE6285
 DE6285_MARKER: DB = BENCH MARK DISK
 DE6285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6285_STAMPING: 2907 B 1962
 DE6285_MARK LOGO: MNDT  
 DE6285_PROJECTION: FLUSH
 DE6285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6285+STABILITY: SURFACE MOTION
 DE6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6285+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DE6285
 DE6285  HISTORY     - Date     Condition        Report By
 DE6285  HISTORY     - 1962     MONUMENTED       MNDT
 DE6285  HISTORY     - 19990401 GOOD             MNDT
 DE6285  HISTORY     - 20020819 GOOD             MNDT
 DE6285
 DE6285                          STATION DESCRIPTION
 DE6285
 DE6285'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6285'4.45 MI (7.16 KM) SOUTH ON TH 71 FROM SE JCT OF TH 71 AND TH 2 IN SE
 DE6285'PART OF BEMIDJI, 75 FT (22.9 M) EAST OF TH 71, AT TH 71 MP 303.87, 48
 DE6285'FT (14.6 M) SOUTH OF CO RD 9, 0.4 FT (12.2 CM) WEST OF WIT POST.
 DE6285
 DE6285                          STATION RECOVERY (2002)
 DE6285
 DE6285'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6285'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9401 ***********************************************************************
 DJ9401  DESIGNATION -  2907 D
 DJ9401  PID         -  DJ9401
 DJ9401  STATE/COUNTY-  MN/HUBBARD
 DJ9401  COUNTRY     -  US
 DJ9401  USGS QUAD   -  GUTHRIE (1968)
 DJ9401
 DJ9401                         *CURRENT SURVEY CONTROL
 DJ9401  ______________________________________________________________________
 DJ9401* NAD 83(1986) POSITION- 47 20 18.     (N) 094 51 45.     (W)   SCALED    
 DJ9401* NAVD 88 ORTHO HEIGHT -   460.331  (meters)    1510.27  (feet) ADJUSTED  
 DJ9401  ______________________________________________________________________
 DJ9401  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DJ9401  DYNAMIC HEIGHT  -        460.371 (meters)     1510.40  (feet) COMP
 DJ9401  MODELED GRAVITY -    980,685.5   (mgal)                       NAVD 88
 DJ9401
 DJ9401  VERT ORDER      -  SECOND    CLASS I
 DJ9401
 DJ9401.The horizontal coordinates were scaled from a topographic map and have
 DJ9401.an estimated accuracy of +/- 6 seconds.
 DJ9401.
 DJ9401.The orthometric height was determined by differential leveling and
 DJ9401.adjusted in July 2008.
 DJ9401
 DJ9401.The dynamic height is computed by dividing the NAVD 88
 DJ9401.geopotential number by the normal gravity value computed on the
 DJ9401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9401.degrees latitude (g = 980.6199 gals.).
 DJ9401
 DJ9401.The modeled gravity was interpolated from observed gravity values.
 DJ9401
 DJ9401;                    North         East    Units  Estimated Accuracy
 DJ9401;SPC MN C     -   360,090.      753,710.      MT  (+/- 180 meters Scaled)
 DJ9401
 DJ9401                          SUPERSEDED SURVEY CONTROL
 DJ9401
 DJ9401.No superseded survey control is available for this station.
 DJ9401
 DJ9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN593444(NAD 83)
 DJ9401
 DJ9401_MARKER: DB = BENCH MARK DISK
 DJ9401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9401_STAMPING: 2907 D 1962
 DJ9401_MARK LOGO: MNDT  
 DJ9401_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9401+STABILITY: SURFACE MOTION
 DJ9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9401+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9401
 DJ9401  HISTORY     - Date     Condition        Report By
 DJ9401  HISTORY     - 1962     MONUMENTED       MNDT
 DJ9401  HISTORY     - 20020819 GOOD             MNDT
 DJ9401
 DJ9401                          STATION DESCRIPTION
 DJ9401
 DJ9401'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9401'THE MARK IS 8.1 MI (13.0 KM) SOUTH OF SOUTH JUNCTION OF TH 71 AND TH 2
 DJ9401'IN BEMIDJI, AT THE SOUTHEAST CORNER OF THE JUNCTION OF TH 71 AND
 DJ9401'TOWNSHIP CROSSROAD, 75 FT (22.9 M) EAST OF TH 71, AT TH 71 MILEPOST
 DJ9401'301.88, 50 FT (15.2 M) SOUTH OF TOWNSHIP ROAD, 0.4 FT (12.2 CM) WEST
 DJ9401'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9402 ***********************************************************************
 DJ9402  DESIGNATION -  2907 E
 DJ9402  PID         -  DJ9402
 DJ9402  STATE/COUNTY-  MN/HUBBARD
 DJ9402  COUNTRY     -  US
 DJ9402  USGS QUAD   -  GUTHRIE (1968)
 DJ9402
 DJ9402                         *CURRENT SURVEY CONTROL
 DJ9402  ______________________________________________________________________
 DJ9402* NAD 83(1986) POSITION- 47 19 10.     (N) 094 52 03.     (W)   SCALED    
 DJ9402* NAVD 88 ORTHO HEIGHT -   441.832  (meters)    1449.58  (feet) ADJUSTED  
 DJ9402  ______________________________________________________________________
 DJ9402  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 DJ9402  DYNAMIC HEIGHT  -        441.871 (meters)     1449.71  (feet) COMP
 DJ9402  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DJ9402
 DJ9402  VERT ORDER      -  SECOND    CLASS I
 DJ9402
 DJ9402.The horizontal coordinates were scaled from a topographic map and have
 DJ9402.an estimated accuracy of +/- 6 seconds.
 DJ9402.
 DJ9402.The orthometric height was determined by differential leveling and
 DJ9402.adjusted in July 2008.
 DJ9402
 DJ9402.The dynamic height is computed by dividing the NAVD 88
 DJ9402.geopotential number by the normal gravity value computed on the
 DJ9402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9402.degrees latitude (g = 980.6199 gals.).
 DJ9402
 DJ9402.The modeled gravity was interpolated from observed gravity values.
 DJ9402
 DJ9402;                    North         East    Units  Estimated Accuracy
 DJ9402;SPC MN C     -   358,000.      753,310.      MT  (+/- 180 meters Scaled)
 DJ9402
 DJ9402                          SUPERSEDED SURVEY CONTROL
 DJ9402
 DJ9402.No superseded survey control is available for this station.
 DJ9402
 DJ9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN588423(NAD 83)
 DJ9402
 DJ9402_MARKER: DB = BENCH MARK DISK
 DJ9402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9402_STAMPING: 2907 E 1962
 DJ9402_MARK LOGO: MNDT  
 DJ9402_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ9402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9402+STABILITY: SURFACE MOTION
 DJ9402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9402+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9402
 DJ9402  HISTORY     - Date     Condition        Report By
 DJ9402  HISTORY     - 1962     MONUMENTED       MNDT
 DJ9402  HISTORY     - 20020819 GOOD             MNDT
 DJ9402
 DJ9402                          STATION DESCRIPTION
 DJ9402
 DJ9402'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9402'THE MARK IS 9.5 MI (15.3 KM) SOUTH OF SOUTH JUNCTION OF TH 71 AND TH 2
 DJ9402'IN BEMIDJI, 70 FT (21.3 M) EAST OF TH 71, AT TH 71 MILEPOST 300.54, 5
 DJ9402'FT (1.5 M) EAST OF EDGE OF THE WOODS, 0.4 FT (12.2 CM) WEST OF A
 DJ9402'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6286 ***********************************************************************
 DE6286  DESIGNATION -  2907 F
 DE6286  PID         -  DE6286
 DE6286  STATE/COUNTY-  MN/HUBBARD
 DE6286  COUNTRY     -  US
 DE6286  USGS QUAD   -  FRONTENAC LAKE (1968)
 DE6286
 DE6286                         *CURRENT SURVEY CONTROL
 DE6286  ______________________________________________________________________
 DE6286* NAD 83(2007) POSITION- 47 18 39.23274(N) 094 52 36.18025(W)   ADJUSTED  
 DE6286* NAD 83(2007) ELLIP HT-   399.147 (meters)        (02/10/07)   ADJUSTED
 DE6286* NAD 83(2007) EPOCH   -  2002.00
 DE6286* NAVD 88 ORTHO HEIGHT -   427.011  (meters)    1400.95  (feet) ADJUSTED  
 DE6286  ______________________________________________________________________
 DE6286  NAD 83(2007) X  -   -368,324.505 (meters)                     COMP
 DE6286  NAD 83(2007) Y  - -4,316,931.798 (meters)                     COMP
 DE6286  NAD 83(2007) Z  -  4,665,561.890 (meters)                     COMP
 DE6286  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC09
 DE6286  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DE6286  DYNAMIC HEIGHT  -        427.048 (meters)     1401.07  (feet) COMP
 DE6286  MODELED GRAVITY -    980,685.2   (mgal)                       NAVD 88
 DE6286
 DE6286  VERT ORDER      -  SECOND    CLASS I
 DE6286
 DE6286  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6286  Type                                         Horiz  Ellip  Dist(km)
 DE6286  -------------------------------------------------------------------
 DE6286  NETWORK                                       0.54   0.73
 DE6286  -------------------------------------------------------------------
 DE6286  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.67      1.98
 DE6286  -------------------------------------------------------------------
 DE6286  NOTE: Click here for information on individual local accuracy
 DE6286  values and other accuracy information.
 DE6286
 DE6286
 DE6286.The horizontal coordinates were established by GPS observations
 DE6286.and adjusted by the National Geodetic Survey in February 2007.
 DE6286
 DE6286.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6286.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6286
 DE6286.The horizontal coordinates are valid at the epoch date displayed above
 DE6286.which is a decimal equivalence of Year/Month/Day.
 DE6286
 DE6286.The orthometric height was determined by differential leveling and
 DE6286.adjusted in July 2008.
 DE6286
 DE6286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6286
 DE6286.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6286
 DE6286.The ellipsoidal height was determined by GPS observations
 DE6286.and is referenced to NAD 83.
 DE6286
 DE6286.The dynamic height is computed by dividing the NAVD 88
 DE6286.geopotential number by the normal gravity value computed on the
 DE6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6286.degrees latitude (g = 980.6199 gals.).
 DE6286
 DE6286.The modeled gravity was interpolated from observed gravity values.
 DE6286
 DE6286. The following values were computed from the NAD 83(2007) position.
 DE6286
 DE6286;                    North         East     Units Scale Factor Converg.
 DE6286;SPC MN C     -   357,052.382   752,608.927   MT  1.00006753   -0 27 12.1
 DE6286;SPC MN C     - 1,171,429.36  2,469,184.45   sFT  1.00006753   -0 27 12.1
 DE6286;UTM  15      - 5,241,421.882   358,153.288   MT  0.99984728   -1 22 46.9
 DE6286
 DE6286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6286!SPC MN C     -   0.99993744  x   1.00006753  =   1.00000497
 DE6286!UTM  15      -   0.99993744  x   0.99984728  =   0.99978473
 DE6286
 DE6286:                Primary Azimuth Mark                     Grid Az
 DE6286:SPC MN C     -  2907 G                                   180 54 36.9
 DE6286:UTM  15      -  2907 G                                   181 50 11.7
 DE6286
 DE6286|---------------------------------------------------------------------|
 DE6286| PID    Reference Object                     Distance      Geod. Az  |
 DE6286|                                                           dddmmss.s |
 DE6286| DE6287 2907 G                              APPROX. 1.6 KM 1802724.8 |
 DE6286|---------------------------------------------------------------------|
 DE6286
 DE6286                          SUPERSEDED SURVEY CONTROL
 DE6286
 DE6286  NAD 83(1996)-  47 18 39.23255(N)    094 52 36.18021(W) AD(       ) 1
 DE6286  ELLIP H (07/08/02)  399.173  (m)                       GP(       ) 3 1
 DE6286  NAVD 88 (07/08/02)  427.0    (m)  GEOID99 model used   GPS OBS        
 DE6286
 DE6286.Superseded values are not recommended for survey control.
 DE6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6286.See file dsdata.txt to determine how the superseded data were derived.
 DE6286
 DE6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5815341421(NAD 83)
 DE6286
 DE6286_MARKER: DB = BENCH MARK DISK
 DE6286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6286_STAMPING: 2907 F 1962
 DE6286_MARK LOGO: MNDT  
 DE6286_PROJECTION: RECESSED 30 CENTIMETERS
 DE6286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6286+STABILITY: SURFACE MOTION
 DE6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6286+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DE6286
 DE6286  HISTORY     - Date     Condition        Report By
 DE6286  HISTORY     - 1962     MONUMENTED       MNDT
 DE6286  HISTORY     - 19990401 GOOD             MNDT
 DE6286  HISTORY     - 20020819 GOOD             MNDT
 DE6286
 DE6286                          STATION DESCRIPTION
 DE6286
 DE6286'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6286'8.5 MI (13.7 KM) SOUTH ON TH 71 FROM SE JCT OF TH 71 AND TH 2 IN SE
 DE6286'PART OF BEMIDJI, 90 FT (27.4 M) WEST OF TH 71, AT TH 71 MP 299.80, 31
 DE6286'FT (9.4 M) SOUTH OF CO RD 118, 0.4 FT (12.2 CM) EAST OF WIT POST.
 DE6286'RECESSED 12 INCHES
 DE6286
 DE6286                          STATION RECOVERY (2002)
 DE6286
 DE6286'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6286'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6287 ***********************************************************************
 DE6287  DESIGNATION -  2907 G
 DE6287  PID         -  DE6287
 DE6287  STATE/COUNTY-  MN/HUBBARD
 DE6287  COUNTRY     -  US
 DE6287  USGS QUAD   -  FRONTENAC LAKE (1968)
 DE6287
 DE6287                         *CURRENT SURVEY CONTROL
 DE6287  ______________________________________________________________________
 DE6287* NAD 83(2007) POSITION- 47 17 46.88259(N) 094 52 36.79388(W)   ADJUSTED  
 DE6287* NAD 83(2007) ELLIP HT-   405.475 (meters)        (02/10/07)   ADJUSTED
 DE6287* NAD 83(2007) EPOCH   -  2002.00
 DE6287* NAVD 88 ORTHO HEIGHT -   433.310  (meters)    1421.62  (feet) ADJUSTED  
 DE6287  ______________________________________________________________________
 DE6287  NAD 83(2007) X  -   -368,438.734 (meters)                     COMP
 DE6287  NAD 83(2007) Y  - -4,318,118.956 (meters)                     COMP
 DE6287  NAD 83(2007) Z  -  4,664,470.166 (meters)                     COMP
 DE6287  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC09
 DE6287  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 DE6287  DYNAMIC HEIGHT  -        433.347 (meters)     1421.74  (feet) COMP
 DE6287  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 DE6287
 DE6287  VERT ORDER      -  SECOND    CLASS I
 DE6287
 DE6287  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6287  Type                                         Horiz  Ellip  Dist(km)
 DE6287  -------------------------------------------------------------------
 DE6287  NETWORK                                       0.48   0.69
 DE6287  -------------------------------------------------------------------
 DE6287  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.67      3.18
 DE6287  -------------------------------------------------------------------
 DE6287  NOTE: Click here for information on individual local accuracy
 DE6287  values and other accuracy information.
 DE6287
 DE6287
 DE6287.The horizontal coordinates were established by GPS observations
 DE6287.and adjusted by the National Geodetic Survey in February 2007.
 DE6287
 DE6287.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6287.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6287
 DE6287.The horizontal coordinates are valid at the epoch date displayed above
 DE6287.which is a decimal equivalence of Year/Month/Day.
 DE6287
 DE6287.The orthometric height was determined by differential leveling and
 DE6287.adjusted in July 2008.
 DE6287
 DE6287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6287
 DE6287.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6287
 DE6287.The ellipsoidal height was determined by GPS observations
 DE6287.and is referenced to NAD 83.
 DE6287
 DE6287.The dynamic height is computed by dividing the NAVD 88
 DE6287.geopotential number by the normal gravity value computed on the
 DE6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6287.degrees latitude (g = 980.6199 gals.).
 DE6287
 DE6287.The modeled gravity was interpolated from observed gravity values.
 DE6287
 DE6287. The following values were computed from the NAD 83(2007) position.
 DE6287
 DE6287;                    North         East     Units Scale Factor Converg.
 DE6287;SPC MN C     -   355,435.729   752,583.241   MT  1.00006321   -0 27 12.5
 DE6287;SPC MN C     - 1,166,125.39  2,469,100.18   sFT  1.00006321   -0 27 12.5
 DE6287;UTM  15      - 5,239,806.207   358,101.486   MT  0.99984746   -1 22 46.2
 DE6287
 DE6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6287!SPC MN C     -   0.99993645  x   1.00006321  =   0.99999965
 DE6287!UTM  15      -   0.99993645  x   0.99984746  =   0.99978392
 DE6287
 DE6287:                Primary Azimuth Mark                     Grid Az
 DE6287:SPC MN C     -  2907 F                                   000 54 36.8
 DE6287:UTM  15      -  2907 F                                   001 50 10.5
 DE6287
 DE6287|---------------------------------------------------------------------|
 DE6287| PID    Reference Object                     Distance      Geod. Az  |
 DE6287|                                                           dddmmss.s |
 DE6287| DE6286 2907 F                              APPROX. 1.6 KM 0002724.3 |
 DE6287|---------------------------------------------------------------------|
 DE6287
 DE6287                          SUPERSEDED SURVEY CONTROL
 DE6287
 DE6287  NAD 83(1996)-  47 17 46.88240(N)    094 52 36.79384(W) AD(       ) 1
 DE6287  ELLIP H (07/08/02)  405.497  (m)                       GP(       ) 3 1
 DE6287  NAVD 88 (07/08/02)  433.3    (m)  GEOID99 model used   GPS OBS        
 DE6287
 DE6287.Superseded values are not recommended for survey control.
 DE6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6287.See file dsdata.txt to determine how the superseded data were derived.
 DE6287
 DE6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5810139806(NAD 83)
 DE6287
 DE6287_MARKER: DB = BENCH MARK DISK
 DE6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6287_STAMPING: 2907 G 1962
 DE6287_MARK LOGO: MNDT  
 DE6287_PROJECTION: FLUSH
 DE6287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6287+STABILITY: SURFACE MOTION
 DE6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6287+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DE6287
 DE6287  HISTORY     - Date     Condition        Report By
 DE6287  HISTORY     - 1962     MONUMENTED       MNDT
 DE6287  HISTORY     - 19990401 GOOD             MNDT
 DE6287  HISTORY     - 20020819 GOOD             MNDT
 DE6287
 DE6287                          STATION DESCRIPTION
 DE6287
 DE6287'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE6287'10.1 MI (16.3 KM) SOUTH ON TH 71 FROM SE JCT OF TH 71 AND TH 2 IN SE
 DE6287'PART OF BEMIDJI, AT SW COR OF JCT OF TH 71, CO RD 16 EAST AND TWP RD
 DE6287'WEST, 74 FT (22.6 M) WEST OF TH 71, AT TH 71 MP 298.20, 60 FT (18.3 M)
 DE6287'SOUTH OF TWP RD, 0.4 FT (12.2 CM) WEST OF WIT POST. RECESSED 2 INCHES
 DE6287
 DE6287                          STATION RECOVERY (2002)
 DE6287
 DE6287'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DE6287'RECOVERED IN GOOD CONDITION.  ADD--THE MARK IS AT TH 71 MILEPOST
 DE6287'298.80, 0.3 FT (9.1 CM) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9403 ***********************************************************************
 DJ9403  DESIGNATION -  2907 H
 DJ9403  PID         -  DJ9403
 DJ9403  STATE/COUNTY-  MN/HUBBARD
 DJ9403  COUNTRY     -  US
 DJ9403  USGS QUAD   -  FRONTENAC LAKE (1968)
 DJ9403
 DJ9403                         *CURRENT SURVEY CONTROL
 DJ9403  ______________________________________________________________________
 DJ9403* NAD 83(1986) POSITION- 47 15 58.     (N) 094 52 36.     (W)   SCALED    
 DJ9403* NAVD 88 ORTHO HEIGHT -   451.232  (meters)    1480.42  (feet) ADJUSTED  
 DJ9403  ______________________________________________________________________
 DJ9403  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 DJ9403  DYNAMIC HEIGHT  -        451.272 (meters)     1480.55  (feet) COMP
 DJ9403  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 DJ9403
 DJ9403  VERT ORDER      -  SECOND    CLASS I
 DJ9403
 DJ9403.The horizontal coordinates were scaled from a topographic map and have
 DJ9403.an estimated accuracy of +/- 6 seconds.
 DJ9403.
 DJ9403.The orthometric height was determined by differential leveling and
 DJ9403.adjusted in July 2008.
 DJ9403
 DJ9403.The dynamic height is computed by dividing the NAVD 88
 DJ9403.geopotential number by the normal gravity value computed on the
 DJ9403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9403.degrees latitude (g = 980.6199 gals.).
 DJ9403
 DJ9403.The modeled gravity was interpolated from observed gravity values.
 DJ9403
 DJ9403;                    North         East    Units  Estimated Accuracy
 DJ9403;SPC MN C     -   352,070.      752,570.      MT  (+/- 180 meters Scaled)
 DJ9403
 DJ9403                          SUPERSEDED SURVEY CONTROL
 DJ9403
 DJ9403.No superseded survey control is available for this station.
 DJ9403
 DJ9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN580364(NAD 83)
 DJ9403
 DJ9403_MARKER: DB = BENCH MARK DISK
 DJ9403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9403_STAMPING: 2907 H 1962
 DJ9403_MARK LOGO: MNDT  
 DJ9403_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ9403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9403+STABILITY: SURFACE MOTION
 DJ9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9403+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9403
 DJ9403  HISTORY     - Date     Condition        Report By
 DJ9403  HISTORY     - 1962     MONUMENTED       MNDT
 DJ9403  HISTORY     - 20020819 GOOD             MNDT
 DJ9403
 DJ9403                          STATION DESCRIPTION
 DJ9403
 DJ9403'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9403'THE MARK IS 13.3 MI (21.4 KM) SOUTH OF SOUTH JUNCTION OF TH 71 AND TH
 DJ9403'2 IN BEMIDJI, 510 FT (155.4 M) SOUTH OF THE JUNCTION OF TH 71 AND
 DJ9403'COUNTY ROAD 44, 71 FT (21.6 M) WEST OF TH 71, AT TH 71 MILEPOST
 DJ9403'296.73, IN FRONT YARD OF THE FORESTRY DEPARTMENT HOUSE, 0.3 FT (9.1
 DJ9403'CM) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0264 ***********************************************************************
 SK0264  DESIGNATION -  2907 I
 SK0264  PID         -  SK0264
 SK0264  STATE/COUNTY-  MN/HUBBARD
 SK0264  COUNTRY     -  US
 SK0264  USGS QUAD   -  LAKE GEORGE (1972)
 SK0264
 SK0264                         *CURRENT SURVEY CONTROL
 SK0264  ______________________________________________________________________
 SK0264* NAD 83(2007) POSITION- 47 14 27.49992(N) 094 52 35.52023(W)   ADJUSTED  
 SK0264* NAD 83(2007) ELLIP HT-   386.735 (meters)        (02/10/07)   ADJUSTED
 SK0264* NAD 83(2007) EPOCH   -  2002.00
 SK0264* NAVD 88 ORTHO HEIGHT -   414.439  (meters)    1359.71  (feet) ADJUSTED  
 SK0264  ______________________________________________________________________
 SK0264  NAD 83(2007) X  -   -368,795.497 (meters)                     COMP
 SK0264  NAD 83(2007) Y  - -4,322,615.337 (meters)                     COMP
 SK0264  NAD 83(2007) Z  -  4,660,277.977 (meters)                     COMP
 SK0264  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC09
 SK0264  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 SK0264  DYNAMIC HEIGHT  -        414.475 (meters)     1359.82  (feet) COMP
 SK0264  MODELED GRAVITY -    980,689.3   (mgal)                       NAVD 88
 SK0264
 SK0264  VERT ORDER      -  SECOND    CLASS I
 SK0264
 SK0264  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0264  Type                                         Horiz  Ellip  Dist(km)
 SK0264  -------------------------------------------------------------------
 SK0264  NETWORK                                       0.38   0.49
 SK0264  -------------------------------------------------------------------
 SK0264  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.28   0.36      2.10
 SK0264  -------------------------------------------------------------------
 SK0264  NOTE: Click here for information on individual local accuracy
 SK0264  values and other accuracy information.
 SK0264
 SK0264
 SK0264.The horizontal coordinates were established by GPS observations
 SK0264.and adjusted by the National Geodetic Survey in February 2007.
 SK0264
 SK0264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0264.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0264
 SK0264.The horizontal coordinates are valid at the epoch date displayed above
 SK0264.which is a decimal equivalence of Year/Month/Day.
 SK0264
 SK0264.The orthometric height was determined by differential leveling and
 SK0264.adjusted in June 1991.
 SK0264
 SK0264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0264
 SK0264.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0264
 SK0264.The ellipsoidal height was determined by GPS observations
 SK0264.and is referenced to NAD 83.
 SK0264
 SK0264.The dynamic height is computed by dividing the NAVD 88
 SK0264.geopotential number by the normal gravity value computed on the
 SK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0264.degrees latitude (g = 980.6199 gals.).
 SK0264
 SK0264.The modeled gravity was interpolated from observed gravity values.
 SK0264
 SK0264. The following values were computed from the NAD 83(2007) position.
 SK0264
 SK0264;                    North         East     Units Scale Factor Converg.
 SK0264;SPC MN C     -   349,277.985   752,561.292   MT  1.00004737   -0 27 11.6
 SK0264;SPC MN C     - 1,145,922.86  2,469,028.17   sFT  1.00004737   -0 27 11.6
 SK0264;UTM  15      - 5,233,650.899   357,980.113   MT  0.99984788   -1 22 40.8
 SK0264
 SK0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0264!SPC MN C     -   0.99993938  x   1.00004737  =   0.99998675
 SK0264!UTM  15      -   0.99993938  x   0.99984788  =   0.99978727
 SK0264
 SK0264                          SUPERSEDED SURVEY CONTROL
 SK0264
 SK0264  NAD 83(1996)-  47 14 27.49973(N)    094 52 35.52019(W) AD(       ) 1
 SK0264  ELLIP H (07/08/02)  386.754  (m)                       GP(       ) 3 1
 SK0264  NAVD 88 (07/08/02)  414.44   (m)         1359.7    (f) LEVELING    3  
 SK0264  NGVD 29 (??/??/92)  414.160  (m)         1358.79   (f) ADJ UNCH    2 0
 SK0264
 SK0264.Superseded values are not recommended for survey control.
 SK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0264.See file dsdata.txt to determine how the superseded data were derived.
 SK0264
 SK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5798033650(NAD 83)
 SK0264
 SK0264_MARKER: DB = BENCH MARK DISK
 SK0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SK0264_SP_SET: CULVERT
 SK0264_STAMPING: 2907-I 1962
 SK0264_MARK LOGO: MNDT  
 SK0264_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0264+STABILITY: SURFACE MOTION
 SK0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0264+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2002
 SK0264
 SK0264  HISTORY     - Date     Condition        Report By
 SK0264  HISTORY     - 1962     MONUMENTED       MNDT
 SK0264  HISTORY     - 1972     GOOD             MNDT
 SK0264  HISTORY     - 1980     GOOD             MNDT
 SK0264  HISTORY     - 19990401 GOOD             MNDT
 SK0264  HISTORY     - 20020903 GOOD             MNDT
 SK0264
 SK0264                          STATION DESCRIPTION
 SK0264
 SK0264'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0264'15.5 MI S FROM BEMIDJI.
 SK0264'MARK IS LOCATED 15.5 MILES SOUTH ALONG T.H. 71 FROM THE JUNCTION OF
 SK0264'T.H. 71 AND T.H. 2 IN BEMIDJI, 0.45 MILES NORTH OF THE JUNCTION OF
 SK0264'T.H. 71 AND T.H. 200 (KABEKONA CORNERS), 38 FEET EAST OF, AND 5 FEET
 SK0264'LOWER THAN THE CENTERLINE OF T.H. 71 AT MILE POINT 295, 66.4 FEET
 SK0264'SOUTHEAST OF MILE POST NO. 295, IN THE SOUTHEAST CORNER OF A DOUBLE
 SK0264'BOX (8 BY 22 FEET) CULVERT NO. 4577, UNDER T.H. 71 AT THE KABEKONA
 SK0264'RIVER.  SW 1/4 SECTION 33, T 144, R 33.
 SK0264
 SK0264                          STATION RECOVERY (1980)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 SK0264'APPROXIMATELY 15.01 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H. 2
 SK0264'AND 71 IN BEMIDJI TO ENGINEERS STATION 798 & 04 AND/OR M.P. 294.99.
 SK0264'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE HEADWALL OF BRIDGE
 SK0264'4577 A W 10 8 D BOX OVER KABEKONA RIVER. IT IS 40 FEET EAST OF T.H.
 SK0264'71 AND IS A STANDARD DISK DRILLED INTO THE HEADWALL. THIS MARK IS
 SK0264'ALSO 0.30 MILES NORTH OF EAST JCT. T.H. 200 AND 71.
 SK0264
 SK0264                          STATION RECOVERY (1999)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0264'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SK0264'THE MARK IS LOCATED ABOUT 13.3 MI (21.4 KM) SOUTH ON TH 71 FROM SE JCT
 SK0264'OF TH 71 AND TH 2 IN SE PART OF BEMIDJI, IN SE HEADWALL OF TH 71
 SK0264'DOUBLE BOX CULVERT NO 4577 AT KABEKONA RIVER, 40 FT (12.2 M) EAST OF
 SK0264'TH 71, AT TH 71 MP 294.99, 0.3 MI (0.5 KM) NORTH OF JCT OF TH 71 AND
 SK0264'TH 200.
 SK0264
 SK0264                          STATION RECOVERY (2002)
 SK0264
 SK0264'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0264'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9410 ***********************************************************************
 DJ9410  DESIGNATION -  2907 J
 DJ9410  PID         -  DJ9410
 DJ9410  STATE/COUNTY-  MN/HUBBARD
 DJ9410  COUNTRY     -  US
 DJ9410  USGS QUAD   -  FRONTENAC LAKE (1968)
 DJ9410
 DJ9410                         *CURRENT SURVEY CONTROL
 DJ9410  ______________________________________________________________________
 DJ9410* NAD 83(1986) POSITION- 47 15 19.     (N) 094 52 36.     (W)   SCALED    
 DJ9410* NAVD 88 ORTHO HEIGHT -   420.291  (meters)    1378.90  (feet) ADJUSTED  
 DJ9410  ______________________________________________________________________
 DJ9410  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DJ9410  DYNAMIC HEIGHT  -        420.328 (meters)     1379.03  (feet) COMP
 DJ9410  MODELED GRAVITY -    980,687.8   (mgal)                       NAVD 88
 DJ9410
 DJ9410  VERT ORDER      -  SECOND    CLASS I
 DJ9410
 DJ9410.The horizontal coordinates were scaled from a topographic map and have
 DJ9410.an estimated accuracy of +/- 6 seconds.
 DJ9410.
 DJ9410.The orthometric height was determined by differential leveling and
 DJ9410.adjusted in July 2008.
 DJ9410
 DJ9410.The dynamic height is computed by dividing the NAVD 88
 DJ9410.geopotential number by the normal gravity value computed on the
 DJ9410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9410.degrees latitude (g = 980.6199 gals.).
 DJ9410
 DJ9410.The modeled gravity was interpolated from observed gravity values.
 DJ9410
 DJ9410;                    North         East    Units  Estimated Accuracy
 DJ9410;SPC MN C     -   350,870.      752,560.      MT  (+/- 180 meters Scaled)
 DJ9410
 DJ9410                          SUPERSEDED SURVEY CONTROL
 DJ9410
 DJ9410.No superseded survey control is available for this station.
 DJ9410
 DJ9410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN580352(NAD 83)
 DJ9410
 DJ9410_MARKER: DD = SURVEY DISK
 DJ9410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9410_STAMPING: 2907 J 2002
 DJ9410_MARK LOGO: MNDT  
 DJ9410_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9410+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9410_ROD/PIPE-DEPTH:  5.2 meters
 DJ9410
 DJ9410  HISTORY     - Date     Condition        Report By
 DJ9410  HISTORY     - 20020819 MONUMENTED       MNDT
 DJ9410
 DJ9410                          STATION DESCRIPTION
 DJ9410
 DJ9410'DESCRIBED BY MN DEPT OF TRANSP 2002
 DJ9410'THE MARK IS A STANDARD MNDT GEODETIC CONTROL DISK 1.5 MI (2.4 KM)
 DJ9410'NORTH OF KABEKONA, 1.45 MI (2.33 KM) NORTH ALONG TH 71 FROM THE
 DJ9410'JUNCTION TH 71 AND 200 IN KABEKONA, AT TH 71 MILEPOST 296, 13 FT (4.0
 DJ9410'M) WEST OF TH 71, 6.3 FT (1.9 M) SOUTHEAST OF A FENCE CORNER, 39.5 FT
 DJ9410'(12.0 M) SOUTH OF DRIVEWAY FIRE NO 41193, 2.4 FT (0.7 M) EAST OF A
 DJ9410'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9409 ***********************************************************************
 DJ9409  DESIGNATION -  2907 K
 DJ9409  PID         -  DJ9409
 DJ9409  STATE/COUNTY-  MN/HUBBARD
 DJ9409  COUNTRY     -  US
 DJ9409  USGS QUAD   -  FRONTENAC LAKE (1968)
 DJ9409
 DJ9409                         *CURRENT SURVEY CONTROL
 DJ9409  ______________________________________________________________________
 DJ9409* NAD 83(1986) POSITION- 47 17 03.     (N) 094 52 34.     (W)   SCALED    
 DJ9409* NAVD 88 ORTHO HEIGHT -   429.424  (meters)    1408.87  (feet) ADJUSTED  
 DJ9409  ______________________________________________________________________
 DJ9409  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 DJ9409  DYNAMIC HEIGHT  -        429.461 (meters)     1408.99  (feet) COMP
 DJ9409  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 DJ9409
 DJ9409  VERT ORDER      -  SECOND    CLASS I
 DJ9409
 DJ9409.The horizontal coordinates were scaled from a topographic map and have
 DJ9409.an estimated accuracy of +/- 6 seconds.
 DJ9409.
 DJ9409.The orthometric height was determined by differential leveling and
 DJ9409.adjusted in July 2008.
 DJ9409
 DJ9409.The dynamic height is computed by dividing the NAVD 88
 DJ9409.geopotential number by the normal gravity value computed on the
 DJ9409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9409.degrees latitude (g = 980.6199 gals.).
 DJ9409
 DJ9409.The modeled gravity was interpolated from observed gravity values.
 DJ9409
 DJ9409;                    North         East    Units  Estimated Accuracy
 DJ9409;SPC MN C     -   354,080.      752,630.      MT  (+/- 180 meters Scaled)
 DJ9409
 DJ9409                          SUPERSEDED SURVEY CONTROL
 DJ9409
 DJ9409.No superseded survey control is available for this station.
 DJ9409
 DJ9409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN581384(NAD 83)
 DJ9409
 DJ9409_MARKER: DD = SURVEY DISK
 DJ9409_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9409_STAMPING: 2907 K 2002
 DJ9409_MARK LOGO: MNDT  
 DJ9409_PROJECTION: FLUSH
 DJ9409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9409+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 DJ9409_ROD/PIPE-DEPTH: 15.2 meters
 DJ9409
 DJ9409  HISTORY     - Date     Condition        Report By
 DJ9409  HISTORY     - 20020918 MONUMENTED       MNDT
 DJ9409
 DJ9409                          STATION DESCRIPTION
 DJ9409
 DJ9409'DESCRIBED BY MN DEPT OF TRANSP 2002
 DJ9409'THE MARK IS A STANDARD MNDT GEODETIC CONTROL DISK 3.5 MI (5.6 KM)
 DJ9409'NORTH OF KABEKONA, 3.45 MI (5.55 KM) NORTH ALONG TH 71 FROM THE
 DJ9409'JUNCTION OF TH 71 AND TH 200 IN KABEKONA, AT TH 71 MILEPOST 298, 73.2
 DJ9409'FT (22.3 M) EAST OF TH 71, 119.0 FT (36.3 M) SOUTHEAST OF MILEPOST
 DJ9409'298, 2.4 FT (0.7 M) WEST OF A FENCE LINE, 2.1 FT (0.6 M) WEST OF A
 DJ9409'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9408 ***********************************************************************
 DJ9408  DESIGNATION -  2907 L
 DJ9408  PID         -  DJ9408
 DJ9408  STATE/COUNTY-  MN/HUBBARD
 DJ9408  COUNTRY     -  US
 DJ9408  USGS QUAD   -  GUTHRIE (1968)
 DJ9408
 DJ9408                         *CURRENT SURVEY CONTROL
 DJ9408  ______________________________________________________________________
 DJ9408* NAD 83(1986) POSITION- 47 21 09.     (N) 094 51 45.     (W)   SCALED    
 DJ9408* NAVD 88 ORTHO HEIGHT -   461.532  (meters)    1514.21  (feet) ADJUSTED  
 DJ9408  ______________________________________________________________________
 DJ9408  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 DJ9408  DYNAMIC HEIGHT  -        461.572 (meters)     1514.34  (feet) COMP
 DJ9408  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DJ9408
 DJ9408  VERT ORDER      -  SECOND    CLASS I
 DJ9408
 DJ9408.The horizontal coordinates were scaled from a topographic map and have
 DJ9408.an estimated accuracy of +/- 6 seconds.
 DJ9408.
 DJ9408.The orthometric height was determined by differential leveling and
 DJ9408.adjusted in July 2008.
 DJ9408
 DJ9408.The dynamic height is computed by dividing the NAVD 88
 DJ9408.geopotential number by the normal gravity value computed on the
 DJ9408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9408.degrees latitude (g = 980.6199 gals.).
 DJ9408
 DJ9408.The modeled gravity was interpolated from observed gravity values.
 DJ9408
 DJ9408;                    North         East    Units  Estimated Accuracy
 DJ9408;SPC MN C     -   361,670.      753,720.      MT  (+/- 180 meters Scaled)
 DJ9408
 DJ9408                          SUPERSEDED SURVEY CONTROL
 DJ9408
 DJ9408.No superseded survey control is available for this station.
 DJ9408
 DJ9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN593460(NAD 83)
 DJ9408
 DJ9408_MARKER: DD = SURVEY DISK
 DJ9408_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9408_STAMPING: 2907 L 2002
 DJ9408_MARK LOGO: MNDT  
 DJ9408_PROJECTION: RECESSED 3 CENTIMETERS
 DJ9408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9408+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9408_ROD/PIPE-DEPTH:  6.1 meters
 DJ9408
 DJ9408  HISTORY     - Date     Condition        Report By
 DJ9408  HISTORY     - 20020819 MONUMENTED       MNDT
 DJ9408
 DJ9408                          STATION DESCRIPTION
 DJ9408
 DJ9408'DESCRIBED BY MN DEPT OF TRANSP 2002
 DJ9408'THE MARK IS A STANDARD MNDT GEODETIC CONTROL DISK 7 MI (11.3 KM) SOUTH
 DJ9408'OF BEMIDJI, 5.4 MI (8.7 KM) SOUTH ALONG TH 71 FROM THE JUNCTION OF TH
 DJ9408'71 AND TH 2 IN BEMIDJI, AT TH 71 MILEPOST 302.9, 74 FT (22.6 M) EAST
 DJ9408'OF TH 71, 41 FT (12.5 M) SOUTH OF 480TH STREET, 1.7 FT (0.5 M)
 DJ9408'SOUTHWEST OF A BLUE POST, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9407 ***********************************************************************
 DJ9407  DESIGNATION -  2907 M
 DJ9407  PID         -  DJ9407
 DJ9407  STATE/COUNTY-  MN/HUBBARD
 DJ9407  COUNTRY     -  US
 DJ9407  USGS QUAD   -  BEMIDJI EAST (1994)
 DJ9407
 DJ9407                         *CURRENT SURVEY CONTROL
 DJ9407  ______________________________________________________________________
 DJ9407* NAD 83(2007) POSITION- 47 23 45.54698(N) 094 51 47.26305(W)   ADJUSTED  
 DJ9407* NAD 83(2007) ELLIP HT-   426.150 (meters)        (06/23/11)   ADJUSTED
 DJ9407* NAD 83(2007) EPOCH   -  2002.00
 DJ9407* NAVD 88 ORTHO HEIGHT -   454.187  (meters)    1490.11  (feet) ADJUSTED  
 DJ9407  ______________________________________________________________________
 DJ9407  NAD 83(2007) X  -   -366,712.335 (meters)                     COMP
 DJ9407  NAD 83(2007) Y  - -4,310,103.721 (meters)                     COMP
 DJ9407  NAD 83(2007) Z  -  4,671,990.942 (meters)                     COMP
 DJ9407  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC09
 DJ9407  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DJ9407  DYNAMIC HEIGHT  -        454.226 (meters)     1490.24  (feet) COMP
 DJ9407  MODELED GRAVITY -    980,686.3   (mgal)                       NAVD 88
 DJ9407
 DJ9407  HORZ ORDER      -  FIRST
 DJ9407  VERT ORDER      -  SECOND    CLASS I
 DJ9407  ELLP ORDER      -  FIRST     CLASS I
 DJ9407
 DJ9407.The horizontal coordinates were established by GPS observations
 DJ9407.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DJ9407
 DJ9407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DJ9407.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DJ9407
 DJ9407.The horizontal coordinates are valid at the epoch date displayed above
 DJ9407.which is a decimal equivalence of Year/Month/Day.
 DJ9407
 DJ9407.The orthometric height was determined by differential leveling and
 DJ9407.adjusted in July 2008.
 DJ9407
 DJ9407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9407
 DJ9407.The Laplace correction was computed from DEFLEC09 derived deflections.
 DJ9407
 DJ9407.The ellipsoidal height was determined by GPS observations
 DJ9407.and is referenced to NAD 83.
 DJ9407
 DJ9407.The dynamic height is computed by dividing the NAVD 88
 DJ9407.geopotential number by the normal gravity value computed on the
 DJ9407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9407.degrees latitude (g = 980.6199 gals.).
 DJ9407
 DJ9407.The modeled gravity was interpolated from observed gravity values.
 DJ9407
 DJ9407. The following values were computed from the NAD 83(2007) position.
 DJ9407
 DJ9407;                    North         East     Units Scale Factor Converg.
 DJ9407;SPC MN C     -   366,504.631   753,709.646   MT  1.00009410   -0 26 36.7
 DJ9407;SPC MN C     - 1,202,440.61  2,472,795.73   sFT  1.00009410   -0 26 36.7
 DJ9407;UTM  15      - 5,250,852.860   359,406.524   MT  0.99984292   -1 22 17.7
 DJ9407
 DJ9407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9407!SPC MN C     -   0.99993321  x   1.00009410  =   1.00002730
 DJ9407!UTM  15      -   0.99993321  x   0.99984292  =   0.99977614
 DJ9407
 DJ9407                          SUPERSEDED SURVEY CONTROL
 DJ9407
 DJ9407  NAVD 88 (06/23/11)  454.19   (m)         1490.1    (f) LEVELING    3  
 DJ9407
 DJ9407.Superseded values are not recommended for survey control.
 DJ9407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9407.See file dsdata.txt to determine how the superseded data were derived.
 DJ9407
 DJ9407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5940650852(NAD 83)
 DJ9407
 DJ9407_MARKER: DD = SURVEY DISK
 DJ9407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9407_STAMPING: 2907 M 2002
 DJ9407_MARK LOGO: MNDT  
 DJ9407_PROJECTION: FLUSH
 DJ9407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9407+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2010
 DJ9407_ROD/PIPE-DEPTH:  6.1 meters
 DJ9407
 DJ9407  HISTORY     - Date     Condition        Report By
 DJ9407  HISTORY     - 20020819 MONUMENTED       MNDT
 DJ9407  HISTORY     - 20101123 GOOD             MNDT
 DJ9407  HISTORY     - 20101123 GOOD             MNDT
 DJ9407
 DJ9407                          STATION DESCRIPTION
 DJ9407
 DJ9407'DESCRIBED BY MN DEPT OF TRANSP 2002
 DJ9407'THE MARK IS A STANDARD MNDT GEODETIC CONTROL DISK 5 MI (8.0 KM) SOUTH
 DJ9407'OF BEMIDJI, 2.45 MI (3.94 KM) SOUTH ALONG TH 71 FROM THE JUNCTION OF
 DJ9407'TH 71 AND TH 2 IN BEMIDJI, AT TH 71 MILEPOST 305.85, 71 FT (21.6 M)
 DJ9407'EAST OF TH 71, 28 FT (8.5 M) SOUTH OF 510TH STREET, 3.5 FT (1.1 M)
 DJ9407'WEST OF A FENCE CORNER, 3.9 FT (1.2 M) NORTH OF A WITNESS POST.
 DJ9407
 DJ9407                          STATION RECOVERY (2010)
 DJ9407
 DJ9407'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DJ9407'5.0 MILES SOUTH OF BEMIDJI, 2.45 MILES SOUTH ALONG TRUNK HIGHWAY 71
 DJ9407'FROM JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 2 IN BEMIDJI, AT
 DJ9407'TRUNK HIGHWAY 71 MILEPOINT 305.85, 71.0 FEET EAST OF TRUNK HIGHWAY 71,
 DJ9407'28.0 FEET SOUTH OF 510ST, 3.5 FEET WEST OF FENCE CORNER, 3.9 FEET
 DJ9407'NORTH OF WITNESS POST.
 DJ9407
 DJ9407                          STATION RECOVERY (2010)
 DJ9407
 DJ9407'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DJ9407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0263 ***********************************************************************
 SK0263  DESIGNATION -  2908 A
 SK0263  PID         -  SK0263
 SK0263  STATE/COUNTY-  MN/HUBBARD
 SK0263  COUNTRY     -  US
 SK0263  USGS QUAD   -  LAKE GEORGE (1972)
 SK0263
 SK0263                         *CURRENT SURVEY CONTROL
 SK0263  ______________________________________________________________________
 SK0263* NAD 83(1986) POSITION- 47 14 04.     (N) 094 52 37.     (W)   SCALED    
 SK0263* NAVD 88 ORTHO HEIGHT -   418.747  (meters)    1373.84  (feet) ADJUSTED  
 SK0263  ______________________________________________________________________
 SK0263  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 SK0263  DYNAMIC HEIGHT  -        418.785 (meters)     1373.96  (feet) COMP
 SK0263  MODELED GRAVITY -    980,689.9   (mgal)                       NAVD 88
 SK0263
 SK0263  VERT ORDER      -  SECOND    CLASS I
 SK0263
 SK0263.The horizontal coordinates were scaled from a topographic map and have
 SK0263.an estimated accuracy of +/- 6 seconds.
 SK0263.
 SK0263.The orthometric height was determined by differential leveling and
 SK0263.adjusted in June 1991.
 SK0263
 SK0263.The dynamic height is computed by dividing the NAVD 88
 SK0263.geopotential number by the normal gravity value computed on the
 SK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0263.degrees latitude (g = 980.6199 gals.).
 SK0263
 SK0263.The modeled gravity was interpolated from observed gravity values.
 SK0263
 SK0263;                    North         East    Units  Estimated Accuracy
 SK0263;SPC MN C     -   348,550.      752,520.      MT  (+/- 180 meters Scaled)
 SK0263
 SK0263                          SUPERSEDED SURVEY CONTROL
 SK0263
 SK0263  NGVD 29 (??/??/92)  418.469  (m)         1372.93   (f) ADJ UNCH    2 0
 SK0263
 SK0263.Superseded values are not recommended for survey control.
 SK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0263.See file dsdata.txt to determine how the superseded data were derived.
 SK0263
 SK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN579329(NAD 83)
 SK0263
 SK0263_MARKER: DB = BENCH MARK DISK
 SK0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0263_SP_SET: MONUMENT
 SK0263_STAMPING: 2908-A 1972
 SK0263_MARK LOGO: MNDT  
 SK0263_PROJECTION: PROJECTING 5 CENTIMETERS
 SK0263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0263+STABILITY: SURFACE MOTION
 SK0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0263+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0263
 SK0263  HISTORY     - Date     Condition        Report By
 SK0263  HISTORY     - 1972     MONUMENTED       MNDT
 SK0263  HISTORY     - 19990401 GOOD             MNDT
 SK0263  HISTORY     - 20010501 GOOD             MNDT
 SK0263  HISTORY     - 20020819 GOOD             MNDT
 SK0263
 SK0263                          STATION DESCRIPTION
 SK0263
 SK0263'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0263'6 MI NNW FROM LAPORTE.
 SK0263'MARK IS LOCATED 6.1 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0263'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 125 FEET
 SK0263'WEST OF, AND 4 FEET LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE
 SK0263'POINT 105.1, 125 FEET SOUTH OF THE CENTERLINE OF T.H. 71 AT MILE POINT
 SK0263'294.5, 44 FEET SOUTHEAST OF A 24 INCH PINE TREE, 0.5 FEET EAST OF A
 SK0263'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4
 SK0263'INCHES ABOVE GROUND.  NE 1/4 SECTION 5, T 143, R 33. NOTE-- THIS MARK
 SK0263'IS ALSO 6.4 MILES EAST ALONG T.H. 71 FROM THE JUNCTION OF T.H. 71 AND
 SK0263'COUNTY ROAD 4 AT LAKE GEORGE, AND 16 MILES SOUTH ALONG T.H. 71 FROM
 SK0263'THE JUNCTION OF T.H. 71 AND T.H. 2 IN BEMIDJI, AT A CROSSROADS KNOWN
 SK0263'AS KABEKONA CORNERS.
 SK0263
 SK0263                          STATION RECOVERY (1999)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0263'RECOVERED AS DESCRIBED.
 SK0263
 SK0263                          STATION RECOVERY (2001)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 2001
 SK0263'RECOVERED IN GOOD CONDITION.
 SK0263
 SK0263                          STATION RECOVERY (2002)
 SK0263
 SK0263'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0266 ***********************************************************************
 SK0266  DESIGNATION -  2908 B
 SK0266  PID         -  SK0266
 SK0266  STATE/COUNTY-  MN/HUBBARD
 SK0266  COUNTRY     -  US
 SK0266  USGS QUAD   -  LAPORTE (1972)
 SK0266
 SK0266                         *CURRENT SURVEY CONTROL
 SK0266  ______________________________________________________________________
 SK0266* NAD 83(1986) POSITION- 47 13 11.     (N) 094 51 38.     (W)   SCALED    
 SK0266* NAVD 88 ORTHO HEIGHT -   418.394  (meters)    1372.68  (feet) ADJUSTED  
 SK0266  ______________________________________________________________________
 SK0266  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 SK0266  DYNAMIC HEIGHT  -        418.434 (meters)     1372.81  (feet) COMP
 SK0266  MODELED GRAVITY -    980,695.8   (mgal)                       NAVD 88
 SK0266
 SK0266  VERT ORDER      -  SECOND    CLASS I
 SK0266
 SK0266.The horizontal coordinates were scaled from a topographic map and have
 SK0266.an estimated accuracy of +/- 6 seconds.
 SK0266.
 SK0266.The orthometric height was determined by differential leveling and
 SK0266.adjusted in July 2008.
 SK0266
 SK0266.The dynamic height is computed by dividing the NAVD 88
 SK0266.geopotential number by the normal gravity value computed on the
 SK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0266.degrees latitude (g = 980.6199 gals.).
 SK0266
 SK0266.The modeled gravity was interpolated from observed gravity values.
 SK0266
 SK0266;                    North         East    Units  Estimated Accuracy
 SK0266;SPC MN C     -   346,910.      753,750.      MT  (+/- 180 meters Scaled)
 SK0266
 SK0266                          SUPERSEDED SURVEY CONTROL
 SK0266
 SK0266  NAVD 88 (06/15/91)  418.400  (m)         1372.70   (f) SUPERSEDED  2 0
 SK0266  NGVD 29 (??/??/92)  418.125  (m)         1371.80   (f) ADJ UNCH    2 0
 SK0266
 SK0266.Superseded values are not recommended for survey control.
 SK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0266.See file dsdata.txt to determine how the superseded data were derived.
 SK0266
 SK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN591312(NAD 83)
 SK0266
 SK0266_MARKER: DB = BENCH MARK DISK
 SK0266_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0266_SP_SET: MONUMENT
 SK0266_STAMPING: 2908-B 1964
 SK0266_MARK LOGO: MNDT  
 SK0266_PROJECTION: PROJECTING 3 CENTIMETERS
 SK0266_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0266+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0266
 SK0266  HISTORY     - Date     Condition        Report By
 SK0266  HISTORY     - 1964     MONUMENTED       MNDT
 SK0266  HISTORY     - 1972     GOOD             MNDT
 SK0266  HISTORY     - 19990401 GOOD             MNDT
 SK0266  HISTORY     - 20020819 GOOD             MNDT
 SK0266
 SK0266                          STATION DESCRIPTION
 SK0266
 SK0266'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0266'5 MI W FROM LAPORTE.
 SK0266'MARK IS LOCATED 5.2 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0266'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 312 FEET
 SK0266'SOUTH OF THE CENTERLINE OF T.H. 200 AT MILE POINT 106.5, 19 FEET EAST
 SK0266'OF THE CENTER OF A FIELD ROAD, 4 FEET SOUTHEAST OF THE SOUTHWEST
 SK0266'CORNER OF THE FENCE AROUND THE EVERGREEN CEMETERY, 4 FEET SOUTHWEST OF
 SK0266'A 6 INCH PINE TREE, 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN A 6
 SK0266'FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE
 SK0266'1/4 SECTION 9, T 143, R 33.
 SK0266
 SK0266                          STATION RECOVERY (1999)
 SK0266
 SK0266'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0266'RECOVERED AS DESCRIBED.
 SK0266
 SK0266                          STATION RECOVERY (2002)
 SK0266
 SK0266'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0266'THE MARK IS 0.75 MI (1.21 KM) SOUTH ALONG TH 200 FROM THE JUNCTION OF
 SK0266'TH 200 AND TH 71 IN KABEKONA, THENCE 0.7 MI (1.1 KM) SOUTHEAST ALONG
 SK0266'OLD CEMETERY ROAD, 312 FT (95.1 M) SOUTH OF OLD CEMETERY ROAD, 19 FT
 SK0266'(5.8 M) EAST OF FIELD ROAD, 4 FT (1.2 M) SOUTHEAST OF THE SOUTHWEST
 SK0266'CORNER OF CEMETERY FENCE, 4 FT (1.2 M) SOUTHWEST OF 6 INCH (15 CM)
 SK0266'PINE TREE, 0.5 FT (15.2 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0267 ***********************************************************************
 SK0267  DESIGNATION -  2908 C
 SK0267  PID         -  SK0267
 SK0267  STATE/COUNTY-  MN/HUBBARD
 SK0267  COUNTRY     -  US
 SK0267  USGS QUAD   -  LAPORTE (1972)
 SK0267
 SK0267                         *CURRENT SURVEY CONTROL
 SK0267  ______________________________________________________________________
 SK0267* NAD 83(1986) POSITION- 47 13 00.     (N) 094 50 41.     (W)   SCALED    
 SK0267* NAVD 88 ORTHO HEIGHT -   414.068  (meters)    1358.49  (feet) ADJUSTED  
 SK0267  ______________________________________________________________________
 SK0267  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 SK0267  DYNAMIC HEIGHT  -        414.108 (meters)     1358.62  (feet) COMP
 SK0267  MODELED GRAVITY -    980,698.7   (mgal)                       NAVD 88
 SK0267
 SK0267  VERT ORDER      -  SECOND    CLASS I
 SK0267
 SK0267.The horizontal coordinates were scaled from a topographic map and have
 SK0267.an estimated accuracy of +/- 6 seconds.
 SK0267.
 SK0267.The orthometric height was determined by differential leveling and
 SK0267.adjusted in June 1991.
 SK0267
 SK0267.The dynamic height is computed by dividing the NAVD 88
 SK0267.geopotential number by the normal gravity value computed on the
 SK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0267.degrees latitude (g = 980.6199 gals.).
 SK0267
 SK0267.The modeled gravity was interpolated from observed gravity values.
 SK0267
 SK0267;                    North         East    Units  Estimated Accuracy
 SK0267;SPC MN C     -   346,560.      754,950.      MT  (+/- 180 meters Scaled)
 SK0267
 SK0267                          SUPERSEDED SURVEY CONTROL
 SK0267
 SK0267  NGVD 29 (??/??/92)  413.795  (m)         1357.59   (f) ADJ UNCH    2 0
 SK0267
 SK0267.Superseded values are not recommended for survey control.
 SK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0267.See file dsdata.txt to determine how the superseded data were derived.
 SK0267
 SK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN603308(NAD 83)
 SK0267
 SK0267_MARKER: DB = BENCH MARK DISK
 SK0267_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0267_SP_SET: MONUMENT
 SK0267_STAMPING: 2908-C 1964
 SK0267_MARK LOGO: MNDT  
 SK0267_PROJECTION: FLUSH
 SK0267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0267+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0267
 SK0267  HISTORY     - Date     Condition        Report By
 SK0267  HISTORY     - 1964     MONUMENTED       MNDT
 SK0267  HISTORY     - 1972     GOOD             MNDT
 SK0267  HISTORY     - 19990401 GOOD             MNDT
 SK0267  HISTORY     - 20020819 GOOD             MNDT
 SK0267
 SK0267                          STATION DESCRIPTION
 SK0267
 SK0267'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0267'4.2 MI W FROM LAPORTE.
 SK0267'MARK IS LOCATED 4.3 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0267'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 0.45 MILES
 SK0267'WEST OF COUNTY ROAD 93, 66 FEET WEST OF THE EAST EDGE OF A WOODS, 76
 SK0267'FEET NORTH OF, AND 2 FEET LOWER THAN THE CENTERLINE OF T.H. 200 AT
 SK0267'MILE POINT 107.45, 31 FEET NORTHEAST OF A 12 INCH PINE TREE, 0.5 FEET
 SK0267'SOUTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0267'BURIED 2 INCHES BELOW GROUND.  NE 1/4 SECTION 10, T 143, R 33.
 SK0267
 SK0267                          STATION RECOVERY (1999)
 SK0267
 SK0267'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0267'RECOVERED AS DESCRIBED.
 SK0267
 SK0267                          STATION RECOVERY (2002)
 SK0267
 SK0267'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0267'THE MARK IS 4.3 MI (6.9 KM) WEST OF THE JUNCTION OF TH 200 AND
 SK0267'RAILROAD IN LAPORTE, 0.45 MI (0.72 KM) WEST OF COUNTY ROAD 93, 194.3
 SK0267'FT (59.2 M) NORTH OF TH 200, AT TH 200 MILEPOST 107.45, 9.0 FT (2.7 M)
 SK0267'NORTHWEST OF A FENCE CORNER, 0.5 FT (15.2 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0269 ***********************************************************************
 SK0269  DESIGNATION -  2908 D
 SK0269  PID         -  SK0269
 SK0269  STATE/COUNTY-  MN/HUBBARD
 SK0269  COUNTRY     -  US
 SK0269  USGS QUAD   -  LAPORTE (1972)
 SK0269
 SK0269                         *CURRENT SURVEY CONTROL
 SK0269  ______________________________________________________________________
 SK0269* NAD 83(1986) POSITION- 47 13 00.     (N) 094 48 48.     (W)   SCALED    
 SK0269* NAVD 88 ORTHO HEIGHT -   408.175  (meters)    1339.15  (feet) ADJUSTED  
 SK0269  ______________________________________________________________________
 SK0269  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 SK0269  DYNAMIC HEIGHT  -        408.215 (meters)     1339.29  (feet) COMP
 SK0269  MODELED GRAVITY -    980,697.6   (mgal)                       NAVD 88
 SK0269
 SK0269  VERT ORDER      -  SECOND    CLASS 0
 SK0269
 SK0269.The horizontal coordinates were scaled from a topographic map and have
 SK0269.an estimated accuracy of +/- 6 seconds.
 SK0269.
 SK0269.The orthometric height was determined by differential leveling and
 SK0269.adjusted in June 1991.
 SK0269
 SK0269.The dynamic height is computed by dividing the NAVD 88
 SK0269.geopotential number by the normal gravity value computed on the
 SK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0269.degrees latitude (g = 980.6199 gals.).
 SK0269
 SK0269.The modeled gravity was interpolated from observed gravity values.
 SK0269
 SK0269;                    North         East    Units  Estimated Accuracy
 SK0269;SPC MN C     -   346,540.      757,330.      MT  (+/- 180 meters Scaled)
 SK0269
 SK0269                          SUPERSEDED SURVEY CONTROL
 SK0269
 SK0269  NGVD 29 (??/??/92)  407.904  (m)         1338.27   (f) ADJ UNCH    2 0
 SK0269
 SK0269.Superseded values are not recommended for survey control.
 SK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0269.See file dsdata.txt to determine how the superseded data were derived.
 SK0269
 SK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN627308(NAD 83)
 SK0269
 SK0269_MARKER: DD = SURVEY DISK
 SK0269_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0269_SP_SET: MONUMENT
 SK0269_STAMPING: 2908-D 1964
 SK0269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0269+STABILITY: SURFACE MOTION
 SK0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0269+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0269
 SK0269  HISTORY     - Date     Condition        Report By
 SK0269  HISTORY     - 1964     MONUMENTED       MNDT
 SK0269  HISTORY     - 1972     GOOD             MNDT
 SK0269  HISTORY     - 20020819 MARK NOT FOUND   MNDT
 SK0269
 SK0269                          STATION DESCRIPTION
 SK0269
 SK0269'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0269'2.9 MI W FROM LAPORTE.
 SK0269'MARK IS LOCATED 2.9 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0269'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD, 100 FEET WEST OF THE
 SK0269'EXTENDED CENTERLINE OF COUNTY ROAD 36 (NORTH), 75 FEET SOUTH OF, AND 5
 SK0269'FEET HIGHER THAN THE CENTERLINE OF T.H. 200 AT MILE POINT 108.75, 30
 SK0269'FEET SOUTHWEST OF A 24 INCH PINE TREE, 0.5 FEET NORTH OF A STEEL
 SK0269'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 SK0269'GROUND.  SE 1/4 SECTION 11, T 143, R 33.
 SK0269
 SK0269                          STATION RECOVERY (2002)
 SK0269
 SK0269'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0269'SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9412 ***********************************************************************
 DJ9412  DESIGNATION -  2908 D 1
 DJ9412  PID         -  DJ9412
 DJ9412  STATE/COUNTY-  MN/HUBBARD
 DJ9412  COUNTRY     -  US
 DJ9412  USGS QUAD   -  LAPORTE (1972)
 DJ9412
 DJ9412                         *CURRENT SURVEY CONTROL
 DJ9412  ______________________________________________________________________
 DJ9412* NAD 83(1986) POSITION- 47 12 57.     (N) 094 48 46.     (W)   SCALED    
 DJ9412* NAVD 88 ORTHO HEIGHT -   407.268  (meters)    1336.18  (feet) ADJUSTED  
 DJ9412  ______________________________________________________________________
 DJ9412  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DJ9412  DYNAMIC HEIGHT  -        407.307 (meters)     1336.31  (feet) COMP
 DJ9412  MODELED GRAVITY -    980,697.5   (mgal)                       NAVD 88
 DJ9412
 DJ9412  VERT ORDER      -  SECOND    CLASS I
 DJ9412
 DJ9412.The horizontal coordinates were scaled from a topographic map and have
 DJ9412.an estimated accuracy of +/- 6 seconds.
 DJ9412.
 DJ9412.The orthometric height was determined by differential leveling and
 DJ9412.adjusted in July 2008.
 DJ9412
 DJ9412.The dynamic height is computed by dividing the NAVD 88
 DJ9412.geopotential number by the normal gravity value computed on the
 DJ9412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9412.degrees latitude (g = 980.6199 gals.).
 DJ9412
 DJ9412.The modeled gravity was interpolated from observed gravity values.
 DJ9412
 DJ9412;                    North         East    Units  Estimated Accuracy
 DJ9412;SPC MN C     -   346,450.      757,370.      MT  (+/- 180 meters Scaled)
 DJ9412
 DJ9412                          SUPERSEDED SURVEY CONTROL
 DJ9412
 DJ9412.No superseded survey control is available for this station.
 DJ9412
 DJ9412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN627307(NAD 83)
 DJ9412
 DJ9412_MARKER: DV = VERTICAL CONTROL DISK
 DJ9412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DJ9412_STAMPING: 2908 D 1 1991
 DJ9412_MARK LOGO: MNDT  
 DJ9412_PROJECTION: RECESSED 5 CENTIMETERS
 DJ9412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9412+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9412_ROD/PIPE-DEPTH:  6.1 meters
 DJ9412
 DJ9412  HISTORY     - Date     Condition        Report By
 DJ9412  HISTORY     - 1991     MONUMENTED       MNDT
 DJ9412  HISTORY     - 20020819 GOOD             MNDT
 DJ9412
 DJ9412                          STATION DESCRIPTION
 DJ9412
 DJ9412'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9412'THE MARK IS A STANDARD MNDT VERTICAL CONTROL DISK 2.75 MI (4.43 KM)
 DJ9412'WEST OF LAPORTE, 2.8 MI (4.5 KM) WEST ALONG TH 200 FROM THE JUNCTION
 DJ9412'OF TH 200 AND MAIN STREET IN LAPORTE, AT TH 200 MILEPOST 108.9, 73 FT
 DJ9412'(22.3 M) SOUTH OF TH 200, 15 FT (4.6 M) WEST OF COUNTY ROAD 36 TO
 DJ9412'NORTH, 0.8 MI (1.3 KM) WEST OF TH 64, 1.0 FT (0.3 M) NORTH OF A
 DJ9412'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0272 ***********************************************************************
 SK0272  DESIGNATION -  2908 F
 SK0272  PID         -  SK0272
 SK0272  STATE/COUNTY-  MN/HUBBARD
 SK0272  COUNTRY     -  US
 SK0272  USGS QUAD   -  LAPORTE (1972)
 SK0272
 SK0272                         *CURRENT SURVEY CONTROL
 SK0272  ______________________________________________________________________
 SK0272* NAD 83(2007) POSITION- 47 12 58.67279(N) 094 46 12.37101(W)   ADJUSTED  
 SK0272* NAD 83(2007) ELLIP HT-   391.018 (meters)        (02/10/07)   ADJUSTED
 SK0272* NAD 83(2007) EPOCH   -  2002.00
 SK0272* NAVD 88 ORTHO HEIGHT -   418.767  (meters)    1373.90  (feet) ADJUSTED  
 SK0272  ______________________________________________________________________
 SK0272  NAD 83(2007) X  -   -360,933.054 (meters)                     COMP
 SK0272  NAD 83(2007) Y  - -4,325,302.656 (meters)                     COMP
 SK0272  NAD 83(2007) Z  -  4,658,418.196 (meters)                     COMP
 SK0272  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC09
 SK0272  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0272  DYNAMIC HEIGHT  -        418.807 (meters)     1374.04  (feet) COMP
 SK0272  MODELED GRAVITY -    980,695.9   (mgal)                       NAVD 88
 SK0272
 SK0272  VERT ORDER      -  SECOND    CLASS I
 SK0272
 SK0272  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0272  Type                                         Horiz  Ellip  Dist(km)
 SK0272  -------------------------------------------------------------------
 SK0272  NETWORK                                       0.85   0.74
 SK0272  -------------------------------------------------------------------
 SK0272  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.84   0.67      1.29
 SK0272  -------------------------------------------------------------------
 SK0272  NOTE: Click here for information on individual local accuracy
 SK0272  values and other accuracy information.
 SK0272
 SK0272
 SK0272.The horizontal coordinates were established by GPS observations
 SK0272.and adjusted by the National Geodetic Survey in February 2007.
 SK0272
 SK0272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0272.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0272
 SK0272.The horizontal coordinates are valid at the epoch date displayed above
 SK0272.which is a decimal equivalence of Year/Month/Day.
 SK0272
 SK0272.The orthometric height was determined by differential leveling and
 SK0272.adjusted in June 1991.
 SK0272
 SK0272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0272
 SK0272.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0272
 SK0272.The ellipsoidal height was determined by GPS observations
 SK0272.and is referenced to NAD 83.
 SK0272
 SK0272.The dynamic height is computed by dividing the NAVD 88
 SK0272.geopotential number by the normal gravity value computed on the
 SK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0272.degrees latitude (g = 980.6199 gals.).
 SK0272
 SK0272.The modeled gravity was interpolated from observed gravity values.
 SK0272
 SK0272. The following values were computed from the NAD 83(2007) position.
 SK0272
 SK0272;                    North         East     Units Scale Factor Converg.
 SK0272;SPC MN C     -   346,476.431   760,601.648   MT  1.00004061   -0 22 34.5
 SK0272;SPC MN C     - 1,136,731.42  2,495,407.24   sFT  1.00004061   -0 22 34.5
 SK0272;UTM  15      - 5,230,720.675   365,972.572   MT  0.99982077   -1 17 57.5
 SK0272
 SK0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0272!SPC MN C     -   0.99993871  x   1.00004061  =   0.99997932
 SK0272!UTM  15      -   0.99993871  x   0.99982077  =   0.99975949
 SK0272
 SK0272                          SUPERSEDED SURVEY CONTROL
 SK0272
 SK0272  NAD 83(1996)-  47 12 58.67266(N)    094 46 12.37090(W) AD(       ) 1
 SK0272  ELLIP H (12/03/03)  391.043  (m)                       GP(       ) 3 1
 SK0272  NAVD 88 (12/03/03)  418.77   (m)         1373.9    (f) LEVELING    3  
 SK0272  NGVD 29 (??/??/92)  418.496  (m)         1373.02   (f) ADJ UNCH    2 0
 SK0272
 SK0272.Superseded values are not recommended for survey control.
 SK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0272.See file dsdata.txt to determine how the superseded data were derived.
 SK0272
 SK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6597230720(NAD 83)
 SK0272
 SK0272_MARKER: DB = BENCH MARK DISK
 SK0272_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0272_SP_SET: MONUMENT
 SK0272_STAMPING: 2908 F 1964
 SK0272_MARK LOGO: MNHD  
 SK0272_PROJECTION: FLUSH
 SK0272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0272+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 SK0272
 SK0272  HISTORY     - Date     Condition        Report By
 SK0272  HISTORY     - 1964     MONUMENTED       MNHD
 SK0272  HISTORY     - 1972     GOOD             MNDT
 SK0272  HISTORY     - 19990615 GOOD             MNDT
 SK0272  HISTORY     - 20020819 GOOD             MNDT
 SK0272  HISTORY     - 20021126 GOOD             MNDT
 SK0272
 SK0272                          STATION DESCRIPTION
 SK0272
 SK0272'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0272'0.75 MI W FROM LAPORTE.
 SK0272'MARK IS LOCATED 0.85 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0272'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 257 FEET
 SK0272'NORTH OF, AND 5 FEET LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE
 SK0272'POINT 110.9, 36 FEET EAST OF THE CENTER OF A TOWNSHIP ROAD, 6 FEET
 SK0272'EAST OF A NORTH-SOUTH FENCE LINE, 5 FEET NORTH OF POWER POLE NO.
 SK0272'90-8-45 (NORTH-SOUTH LINE), 0.5 FEET SOUTH OF A STEEL WITNESS POST, IN
 SK0272'A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 SK0272'NW 1/4 SECTION 8, T 143, T 32.
 SK0272
 SK0272                          STATION RECOVERY (1999)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 SK0272'RECOVERED 5 FT (1.5 M) SOUTH OF P-POLE.  ALL OTHER TIES OK.
 SK0272
 SK0272                          STATION RECOVERY (2002)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0272'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE MARK IS 10.5 FT
 SK0272'(3.2 M) WEST OF A NORTH-SOUTH FENCE LINE.
 SK0272
 SK0272                          STATION RECOVERY (2002)
 SK0272
 SK0272'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (GWO)
 SK0272'THE MARK WAS RECOVERED 0.85 MI (1.37 KM) WEST OF LAPORTE, 257 FT (78.3
 SK0272'M) NORTH OF TH 200, AT TH 200 MP 110.9, 36 FT (11.0 M) EAST OF TWP RD,
 SK0272'0.5 FT (15.2 CM) WEST OF N-S FENCE LINE, 5 FT (1.5 M) SOUTH OF P-POLE,
 SK0272'0.5 FT (15.2 CM) SOUTH OF WIT POST.  MAGNETIC, FLUSH, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0273 ***********************************************************************
 SK0273  DESIGNATION -  2908 G
 SK0273  PID         -  SK0273
 SK0273  STATE/COUNTY-  MN/HUBBARD
 SK0273  COUNTRY     -  US
 SK0273  USGS QUAD   -  LAPORTE (1972)
 SK0273
 SK0273                         *CURRENT SURVEY CONTROL
 SK0273  ______________________________________________________________________
 SK0273* NAD 83(1986) POSITION- 47 12 56.     (N) 094 45 35.     (W)   SCALED    
 SK0273* NAVD 88 ORTHO HEIGHT -   417.727  (meters)    1370.49  (feet) ADJUSTED  
 SK0273  ______________________________________________________________________
 SK0273  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0273  DYNAMIC HEIGHT  -        417.767 (meters)     1370.62  (feet) COMP
 SK0273  MODELED GRAVITY -    980,695.7   (mgal)                       NAVD 88
 SK0273
 SK0273  VERT ORDER      -  SECOND    CLASS I
 SK0273
 SK0273.The horizontal coordinates were scaled from a topographic map and have
 SK0273.an estimated accuracy of +/- 6 seconds.
 SK0273.
 SK0273.The orthometric height was determined by differential leveling and
 SK0273.adjusted in July 2008.
 SK0273
 SK0273.The dynamic height is computed by dividing the NAVD 88
 SK0273.geopotential number by the normal gravity value computed on the
 SK0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0273.degrees latitude (g = 980.6199 gals.).
 SK0273
 SK0273.The modeled gravity was interpolated from observed gravity values.
 SK0273
 SK0273;                    North         East    Units  Estimated Accuracy
 SK0273;SPC MN C     -   346,390.      761,390.      MT  (+/- 180 meters Scaled)
 SK0273
 SK0273                          SUPERSEDED SURVEY CONTROL
 SK0273
 SK0273  NAVD 88 (06/15/91)  417.717  (m)         1370.46   (f) SUPERSEDED  2 0
 SK0273  NGVD 29 (??/??/92)  417.447  (m)         1369.57   (f) ADJ UNCH    2 0
 SK0273
 SK0273.Superseded values are not recommended for survey control.
 SK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0273.See file dsdata.txt to determine how the superseded data were derived.
 SK0273
 SK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN667306(NAD 83)
 SK0273
 SK0273_MARKER: DD = SURVEY DISK
 SK0273_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0273_SP_SET: MONUMENT
 SK0273_STAMPING: 2908 G 1964
 SK0273_MARK LOGO: MNHD  
 SK0273_PROJECTION: FLUSH
 SK0273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0273+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0273
 SK0273  HISTORY     - Date     Condition        Report By
 SK0273  HISTORY     - 1964     MONUMENTED       MNHD
 SK0273  HISTORY     - 1972     GOOD             MNDT
 SK0273  HISTORY     - 19990615 GOOD             MNDT
 SK0273  HISTORY     - 20020819 GOOD             MNDT
 SK0273
 SK0273                          STATION DESCRIPTION
 SK0273
 SK0273'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0273'0.25 MI W FROM LAPORTE.
 SK0273'MARK IS LOCATED 0.4 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0273'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD, 124 FEET SOUTH OF THE
 SK0273'CENTERLINE OF T.H. 200 AT MILE POINT 111.35, 55.4 FEET WEST OF THE
 SK0273'CENTERLINE OF COUNTY ROAD 39, 25 FEET SOUTHEAST OF A 24 INCH OAK TREE,
 SK0273'16.5 FEET WEST-NORTHWEST OF POWER POLE NO. 90861, 0.5 FEET NORTH OF A
 SK0273'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4
 SK0273'INCHES ABOVE GROUND.  SW 1/4 SECTION 8, T 143, R 32.
 SK0273
 SK0273                          STATION RECOVERY (1999)
 SK0273
 SK0273'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0273'RECOVERED AS DESCRIBED.  PROJECTS 2 INCHES
 SK0273
 SK0273                          STATION RECOVERY (2002)
 SK0273
 SK0273'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0273'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0279 ***********************************************************************
 SK0279  DESIGNATION -  2908 H
 SK0279  PID         -  SK0279
 SK0279  STATE/COUNTY-  MN/HUBBARD
 SK0279  COUNTRY     -  US
 SK0279  USGS QUAD   -  LAPORTE (1972)
 SK0279
 SK0279                         *CURRENT SURVEY CONTROL
 SK0279  ______________________________________________________________________
 SK0279* NAD 83(2007) POSITION- 47 12 52.27137(N) 094 45 11.58401(W)   ADJUSTED  
 SK0279* NAD 83(2007) ELLIP HT-   376.386 (meters)        (02/10/07)   ADJUSTED
 SK0279* NAD 83(2007) EPOCH   -  2002.00
 SK0279* NAVD 88 ORTHO HEIGHT -   404.167  (meters)    1326.00  (feet) ADJUSTED  
 SK0279  ______________________________________________________________________
 SK0279  NAD 83(2007) X  -   -359,669.555 (meters)                     COMP
 SK0279  NAD 83(2007) Y  - -4,325,543.527 (meters)                     COMP
 SK0279  NAD 83(2007) Z  -  4,658,273.170 (meters)                     COMP
 SK0279  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 SK0279  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0279  DYNAMIC HEIGHT  -        404.205 (meters)     1326.13  (feet) COMP
 SK0279  MODELED GRAVITY -    980,695.4   (mgal)                       NAVD 88
 SK0279
 SK0279  VERT ORDER      -  SECOND    CLASS I
 SK0279
 SK0279  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0279  Type                                         Horiz  Ellip  Dist(km)
 SK0279  -------------------------------------------------------------------
 SK0279  NETWORK                                       0.41   0.51
 SK0279  -------------------------------------------------------------------
 SK0279  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.39   0.45      3.23
 SK0279  -------------------------------------------------------------------
 SK0279  NOTE: Click here for information on individual local accuracy
 SK0279  values and other accuracy information.
 SK0279
 SK0279
 SK0279.The horizontal coordinates were established by GPS observations
 SK0279.and adjusted by the National Geodetic Survey in February 2007.
 SK0279
 SK0279.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0279.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0279
 SK0279.The horizontal coordinates are valid at the epoch date displayed above
 SK0279.which is a decimal equivalence of Year/Month/Day.
 SK0279
 SK0279.The orthometric height was determined by differential leveling and
 SK0279.adjusted in June 1991.
 SK0279
 SK0279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0279
 SK0279.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0279
 SK0279.The ellipsoidal height was determined by GPS observations
 SK0279.and is referenced to NAD 83.
 SK0279
 SK0279.The dynamic height is computed by dividing the NAVD 88
 SK0279.geopotential number by the normal gravity value computed on the
 SK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0279.degrees latitude (g = 980.6199 gals.).
 SK0279
 SK0279.The modeled gravity was interpolated from observed gravity values.
 SK0279
 SK0279. The following values were computed from the NAD 83(2007) position.
 SK0279
 SK0279;                    North         East     Units Scale Factor Converg.
 SK0279;SPC MN C     -   346,270.476   761,879.452   MT  1.00004013   -0 21 50.5
 SK0279;SPC MN C     - 1,136,055.72  2,499,599.50   sFT  1.00004013   -0 21 50.5
 SK0279;UTM  15      - 5,230,494.214   367,246.611   MT  0.99981659   -1 17 12.8
 SK0279
 SK0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0279!SPC MN C     -   0.99994101  x   1.00004013  =   0.99998113
 SK0279!UTM  15      -   0.99994101  x   0.99981659  =   0.99975761
 SK0279
 SK0279                          SUPERSEDED SURVEY CONTROL
 SK0279
 SK0279  NAD 83(1996)-  47 12 52.27127(N)    094 45 11.58397(W) AD(       ) 1
 SK0279  ELLIP H (08/29/02)  376.416  (m)                       GP(       ) 3 1
 SK0279  NAVD 88 (08/29/02)  404.17   (m)         1326.0    (f) LEVELING    3  
 SK0279  NGVD 29 (??/??/92)  403.896  (m)         1325.12   (f) ADJ UNCH    2 0
 SK0279
 SK0279.Superseded values are not recommended for survey control.
 SK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0279.See file dsdata.txt to determine how the superseded data were derived.
 SK0279
 SK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6724630494(NAD 83)
 SK0279
 SK0279_MARKER: DB = BENCH MARK DISK
 SK0279_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0279_SP_SET: MONUMENT
 SK0279_STAMPING: 2908 H 1972
 SK0279_MARK LOGO: MNHD  
 SK0279_PROJECTION: RECESSED 10 CENTIMETERS
 SK0279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0279+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 SK0279
 SK0279  HISTORY     - Date     Condition        Report By
 SK0279  HISTORY     - 1972     MONUMENTED       MNHD
 SK0279  HISTORY     - 19990615 GOOD             MNDT
 SK0279  HISTORY     - 20020819 GOOD             MNDT
 SK0279  HISTORY     - 20030430 GOOD             MNDT
 SK0279
 SK0279                          STATION DESCRIPTION
 SK0279
 SK0279'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0279'IN LAPORTE.
 SK0279'MARK IS LOCATED AT LAPORTE, 164 FEET NORTHWEST OF THE CENTERLINE OF
 SK0279'T.H. 200 AT MILE POINT 111.75, 87.2 FEET SOUTHWEST OF THE SOUTHWEST
 SK0279'CORNER OF A 1-STORY CONCRETE BLOCK BUILDING (LAUNDROMAT) 75.8 FEET
 SK0279'NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD AT
 SK0279'MILE POINT 75.05, 57 FEET SOUTHWEST OF THE CENTER OF A STREET (T.H.
 SK0279'200 EXTENDED), 52 FEET NORTHEAST OF THE EAST LEG OF A RAILROAD SIGN
 SK0279'LAPORTE, 0.5 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 SK0279'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 8, T 143,
 SK0279'R 32.
 SK0279
 SK0279                          STATION RECOVERY (1999)
 SK0279
 SK0279'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0279'AT LAPORTE, 164 FT (50.0 M) NW OF TH 200, AT TH 200 MP 111.75, 45 FT
 SK0279'(13.7 M) SW OF TH 200 EXTENDED (CITY ST) , 5.3 FT (1.6 M) SW OF
 SK0279'P-POLE, 0.5 FT (15.2 CM) EAST OF WIT POST.  RECESSED 4 INCHES,
 SK0279
 SK0279                          STATION RECOVERY (2002)
 SK0279
 SK0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0279'THE MARK IS IN LAPORTE, 164 FT (50.0 M) NORTHWEST OF MAIN STREET, AT
 SK0279'TH 200 MILEPOST 111.75, 45 FT (13.7 M) SOUTHWEST OF TH 200 EXTENDED
 SK0279'(CENTRAL AVE), 31.2 FT (9.5 M) SOUTH-SOUTHWEST OF A POWER POLE, 4.8 FT
 SK0279'(1.5 M) SOUTHWEST OF CABLE MARKER, 0.5 FT (15.2 CM) EAST OF A WITNESS
 SK0279'POST.
 SK0279
 SK0279                          STATION RECOVERY (2003)
 SK0279
 SK0279'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS)
 SK0279'THE MARK WAS RECOVERED AT LAPORTE, 164 FT (50.0 M) NW OF MAIN ST, AT
 SK0279'TH 200 MP 111.75, 45 FT (13.7 M) SW OF CENTRAL AVE, 31.2 FT (9.5 M)
 SK0279'SSW OF P-POLE, 4.8 FT (1.5 M) WSW OF 8 FT (2.4 M) POST, 7 FT (2.1 M)
 SK0279'WEST OF STREET SIGN, 0.5 FT (15.2 CM) EAST OF WIT POST, RECESSED 4
 SK0279'INCHES, MAGNETIC, GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0268 ***********************************************************************
 SK0268  DESIGNATION -  2908 K
 SK0268  PID         -  SK0268
 SK0268  STATE/COUNTY-  MN/HUBBARD
 SK0268  COUNTRY     -  US
 SK0268  USGS QUAD   -  LAPORTE (1972)
 SK0268
 SK0268                         *CURRENT SURVEY CONTROL
 SK0268  ______________________________________________________________________
 SK0268* NAD 83(1986) POSITION- 47 12 59.     (N) 094 49 04.     (W)   SCALED    
 SK0268* NAVD 88 ORTHO HEIGHT -   408.464  (meters)    1340.10  (feet) ADJUSTED  
 SK0268  ______________________________________________________________________
 SK0268  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 SK0268  DYNAMIC HEIGHT  -        408.504 (meters)     1340.23  (feet) COMP
 SK0268  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 SK0268
 SK0268  VERT ORDER      -  SECOND    CLASS 0
 SK0268
 SK0268.The horizontal coordinates were scaled from a topographic map and have
 SK0268.an estimated accuracy of +/- 6 seconds.
 SK0268.
 SK0268.The orthometric height was determined by differential leveling and
 SK0268.adjusted in June 1991.
 SK0268
 SK0268.The dynamic height is computed by dividing the NAVD 88
 SK0268.geopotential number by the normal gravity value computed on the
 SK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0268.degrees latitude (g = 980.6199 gals.).
 SK0268
 SK0268.The modeled gravity was interpolated from observed gravity values.
 SK0268
 SK0268;                    North         East    Units  Estimated Accuracy
 SK0268;SPC MN C     -   346,510.      756,990.      MT  (+/- 180 meters Scaled)
 SK0268
 SK0268                          SUPERSEDED SURVEY CONTROL
 SK0268
 SK0268  NGVD 29 (??/??/92)  408.192  (m)         1339.21   (f) ADJ UNCH    2 0
 SK0268
 SK0268.Superseded values are not recommended for survey control.
 SK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0268.See file dsdata.txt to determine how the superseded data were derived.
 SK0268
 SK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN623308(NAD 83)
 SK0268
 SK0268_MARKER: DD = SURVEY DISK
 SK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0268_SP_SET: MONUMENT
 SK0268_STAMPING: 2908 K 1972
 SK0268_MARK LOGO: MNDT  
 SK0268_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0268+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 SK0268
 SK0268  HISTORY     - Date     Condition        Report By
 SK0268  HISTORY     - 1972     MONUMENTED       MNDT
 SK0268  HISTORY     - 19990615 SEE DESCRIPTION  MNDT
 SK0268
 SK0268                          STATION DESCRIPTION
 SK0268
 SK0268'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0268'3.0 MI W FROM LAPORTE.
 SK0268'MARK IS LOCATED 3.1 MILES WEST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0268'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 0.75 MILES
 SK0268'EAST OF COUNTY ROAD 93, 0.25 MILES WEST OF COUNTY ROAD 36, 79 FEET
 SK0268'SOUTH OF THE CENTERLINE OF T.H. 71 AT MILE POINT 108.65, 48.5 FEET
 SK0268'SOUTHEAST OF A BURIED CABLE MARKER (P. BUNYAN TELE. CO.), 28 FEET WEST
 SK0268'OF THE CENTER OF A TOWNSHIP ROAD (SOUTH), 0.5 FEET NORTH OF A STEEL
 SK0268'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 6
 SK0268'INCHES ABOVE GROUND.  SE 1/4 SECTION 11, T 143, R 33.
 SK0268
 SK0268                          STATION RECOVERY (1999)
 SK0268
 SK0268'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0268'NOT FOUND, WIT POST GONE, TH 200 HAS BEEN REGRADED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0282 ***********************************************************************
 SK0282  DESIGNATION -  2908 M
 SK0282  PID         -  SK0282
 SK0282  STATE/COUNTY-  MN/HUBBARD
 SK0282  COUNTRY     -  US
 SK0282  USGS QUAD   -  BENEDICT (1996)
 SK0282
 SK0282                         *CURRENT SURVEY CONTROL
 SK0282  ______________________________________________________________________
 SK0282* NAD 83(1986) POSITION- 47 10 44.     (N) 094 42 57.     (W)   SCALED    
 SK0282* NAVD 88 ORTHO HEIGHT -   399.116  (meters)    1309.43  (feet) ADJUSTED  
 SK0282  ______________________________________________________________________
 SK0282  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 SK0282  DYNAMIC HEIGHT  -        399.153 (meters)     1309.55  (feet) COMP
 SK0282  MODELED GRAVITY -    980,693.3   (mgal)                       NAVD 88
 SK0282
 SK0282  VERT ORDER      -  SECOND    CLASS I
 SK0282
 SK0282.The horizontal coordinates were scaled from a topographic map and have
 SK0282.an estimated accuracy of +/- 6 seconds.
 SK0282.
 SK0282.The orthometric height was determined by differential leveling and
 SK0282.adjusted in June 1991.
 SK0282
 SK0282.The dynamic height is computed by dividing the NAVD 88
 SK0282.geopotential number by the normal gravity value computed on the
 SK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0282.degrees latitude (g = 980.6199 gals.).
 SK0282
 SK0282.The modeled gravity was interpolated from observed gravity values.
 SK0282
 SK0282;                    North         East    Units  Estimated Accuracy
 SK0282;SPC MN C     -   342,290.      764,690.      MT  (+/- 180 meters Scaled)
 SK0282
 SK0282                          SUPERSEDED SURVEY CONTROL
 SK0282
 SK0282  NGVD 29 (??/??/92)  398.848  (m)         1308.55   (f) ADJ UNCH    2 0
 SK0282
 SK0282.Superseded values are not recommended for survey control.
 SK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0282.See file dsdata.txt to determine how the superseded data were derived.
 SK0282
 SK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN699264(NAD 83)
 SK0282
 SK0282_MARKER: DD = SURVEY DISK
 SK0282_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0282_SP_SET: MONUMENT
 SK0282_STAMPING: 2908 M 1972
 SK0282_MARK LOGO: MNDT  
 SK0282_PROJECTION: FLUSH
 SK0282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0282+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0282
 SK0282  HISTORY     - Date     Condition        Report By
 SK0282  HISTORY     - 1972     MONUMENTED       MNDT
 SK0282  HISTORY     - 19990615 GOOD             MNDT
 SK0282  HISTORY     - 20020819 GOOD             MNDT
 SK0282
 SK0282                          STATION DESCRIPTION
 SK0282
 SK0282'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0282'3 MI SE FROM LAPORTE.
 SK0282'MARK IS LOCATED 3 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0282'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD IN LAPORTE, 0.05 MILES
 SK0282'SOUTHEAST OF RAILROAD MILE POST NO. 72, 134 FEET SOUTHWEST OF THE
 SK0282'CENTERLINE OF T.H. 200 AT MILE POINT 114.85, 52 FEET SOUTHEAST OF THE
 SK0282'CENTER OF A TOWNSHIP ROAD, 48 FEET SOUTHWEST OF, AND 2 FEET HIGHER
 SK0282'THAN THE SOUTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 42.5 FEET
 SK0282'SOUTH OF A RAILROAD CROSSING POST, 24 FEET SOUTHEAST OF POWER POLE NO.
 SK0282'4, 11 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE
 SK0282'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 27, T 143, R 32.
 SK0282
 SK0282                          STATION RECOVERY (1999)
 SK0282
 SK0282'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 SK0282'RECOVERED 1.1 FT (0.3 M) EAST OF WIT POST.  ALL OTHER TIES OK
 SK0282
 SK0282                          STATION RECOVERY (2002)
 SK0282
 SK0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0282'THE MARK IS 3 MI (4.8 KM) SOUTHEAST OF THE JUNCTION OF TH 200 AND
 SK0282'RAILROAD IN LAPORTE, 134 FT (40.8 M) SOUTHWEST OF TH 200, AT TH 200
 SK0282'MILEPOST 114.85, 52 FT (15.8 M) SOUTHEAST OF 360TH STREET, 50 FT (15.2
 SK0282'M) SOUTHWEST OF STATE TRAIL, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0283 ***********************************************************************
 SK0283  DESIGNATION -  2908 N
 SK0283  PID         -  SK0283
 SK0283  STATE/COUNTY-  MN/HUBBARD
 SK0283  COUNTRY     -  US
 SK0283  USGS QUAD   -  BENEDICT (1996)
 SK0283
 SK0283                         *CURRENT SURVEY CONTROL
 SK0283  ______________________________________________________________________
 SK0283* NAD 83(1986) POSITION- 47 10 08.     (N) 094 42 01.     (W)   SCALED    
 SK0283* NAVD 88 ORTHO HEIGHT -   397.067  (meters)    1302.71  (feet) ADJUSTED  
 SK0283  ______________________________________________________________________
 SK0283  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0283  DYNAMIC HEIGHT  -        397.103 (meters)     1302.83  (feet) COMP
 SK0283  MODELED GRAVITY -    980,692.1   (mgal)                       NAVD 88
 SK0283
 SK0283  VERT ORDER      -  SECOND    CLASS I
 SK0283
 SK0283.The horizontal coordinates were scaled from a topographic map and have
 SK0283.an estimated accuracy of +/- 6 seconds.
 SK0283.
 SK0283.The orthometric height was determined by differential leveling and
 SK0283.adjusted in June 1991.
 SK0283
 SK0283.The dynamic height is computed by dividing the NAVD 88
 SK0283.geopotential number by the normal gravity value computed on the
 SK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0283.degrees latitude (g = 980.6199 gals.).
 SK0283
 SK0283.The modeled gravity was interpolated from observed gravity values.
 SK0283
 SK0283;                    North         East    Units  Estimated Accuracy
 SK0283;SPC MN C     -   341,170.      765,860.      MT  (+/- 180 meters Scaled)
 SK0283
 SK0283                          SUPERSEDED SURVEY CONTROL
 SK0283
 SK0283  NGVD 29 (??/??/92)  396.799  (m)         1301.83   (f) ADJ UNCH    2 0
 SK0283
 SK0283.Superseded values are not recommended for survey control.
 SK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0283.See file dsdata.txt to determine how the superseded data were derived.
 SK0283
 SK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN711253(NAD 83)
 SK0283
 SK0283_MARKER: DV = VERTICAL CONTROL DISK
 SK0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0283_STAMPING: 2908-N 1972
 SK0283_MARK LOGO: MNHD  
 SK0283_PROJECTION: FLUSH
 SK0283_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0283+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 SK0283
 SK0283  HISTORY     - Date     Condition        Report By
 SK0283  HISTORY     - 1972     MONUMENTED       MNDT
 SK0283  HISTORY     - 20020819 GOOD             MNDT
 SK0283
 SK0283                          STATION DESCRIPTION
 SK0283
 SK0283'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0283'4 MI SE FROM LAPORTE.
 SK0283'MARK IS LOCATED, 4 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION OF
 SK0283'T.H. 200 AND THE BURLINGTON NORTHERN RAILROAD AT LAPORTE, 0.4 MILES
 SK0283'NORTHWEST OF COUNTY ROAD 31 (EAST), 158 FEET SOUTHWEST OF THE
 SK0283'CENTERLINE OF T.H. 200 AT MILE POINT 115.85, 52.2 FEET SOUTHWEST OF
 SK0283'THE SOUTHWEST RAIL AT RAILROAD MILE POINT 70.05, 83 FEET NORTHWEST OF
 SK0283'A POWER POLE (NORTH-SOUTH LINE), 41 FEET WEST OF THE CENTER OF A FIELD
 SK0283'ROAD (TO THE KEBEKONA RIVER), 7 FEET SOUTHWEST OF THE RAILROAD RIGHT
 SK0283'OF WAY FENCE, 1.5 FEET NORTH OF A STEEL WITNESS POST, CRIMPED TO 40
 SK0283'FEET OF COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND.  SW 1/4
 SK0283'SECTION 26, T 143N, R 32W.  NOTE-- THIS MARK IS ALSO 0.95 MILES
 SK0283'NORTHWEST ALONG T.H. 200 FROM THE JUNCTION OF T.H. 200 AND COUNTY ROAD
 SK0283'38 (SOUTH) IN BENEDICT.
 SK0283
 SK0283                          STATION RECOVERY (2002)
 SK0283
 SK0283'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0283'THE MARK IS 4 MI (6.4 KM) SOUTHEAST OF THE JUNCTION OF TH 200 AND
 SK0283'RAILROAD IN LAPORTE, 0.34 MI (0.5 KM) NORTHWEST OF COUNTY ROAD 31
 SK0283'EAST, 158 FT (48.2 M) SOUTHWEST OF TH 200, AT TH 200 MILEPOST 115.85,
 SK0283'41 FT (12.5 M) WEST OF A FIELD ROAD, 54 FT (16.5 M) SOUTHWEST OF A
 SK0283'STATE TRAIL, 1.5 FT (0.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0284 ***********************************************************************
 SK0284  DESIGNATION -  2908 O
 SK0284  PID         -  SK0284
 SK0284  STATE/COUNTY-  MN/HUBBARD
 SK0284  COUNTRY     -  US
 SK0284  USGS QUAD   -  BENEDICT (1996)
 SK0284
 SK0284                         *CURRENT SURVEY CONTROL
 SK0284  ______________________________________________________________________
 SK0284* NAD 83(1986) POSITION- 47 09 28.     (N) 094 41 25.     (W)   SCALED    
 SK0284* NAVD 88 ORTHO HEIGHT -   401.355  (meters)    1316.78  (feet) ADJUSTED  
 SK0284  ______________________________________________________________________
 SK0284  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0284  DYNAMIC HEIGHT  -        401.391 (meters)     1316.90  (feet) COMP
 SK0284  MODELED GRAVITY -    980,691.4   (mgal)                       NAVD 88
 SK0284
 SK0284  VERT ORDER      -  SECOND    CLASS 0
 SK0284
 SK0284.The horizontal coordinates were scaled from a topographic map and have
 SK0284.an estimated accuracy of +/- 6 seconds.
 SK0284.
 SK0284.The orthometric height was determined by differential leveling and
 SK0284.adjusted in June 1991.
 SK0284
 SK0284.The dynamic height is computed by dividing the NAVD 88
 SK0284.geopotential number by the normal gravity value computed on the
 SK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0284.degrees latitude (g = 980.6199 gals.).
 SK0284
 SK0284.The modeled gravity was interpolated from observed gravity values.
 SK0284
 SK0284;                    North         East    Units  Estimated Accuracy
 SK0284;SPC MN C     -   339,930.      766,610.      MT  (+/- 180 meters Scaled)
 SK0284
 SK0284                          SUPERSEDED SURVEY CONTROL
 SK0284
 SK0284  NGVD 29 (??/??/92)  401.088  (m)         1315.90   (f) ADJ UNCH    2 0
 SK0284
 SK0284.Superseded values are not recommended for survey control.
 SK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0284.See file dsdata.txt to determine how the superseded data were derived.
 SK0284
 SK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN718240(NAD 83)
 SK0284
 SK0284_MARKER: DD = SURVEY DISK
 SK0284_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0284_SP_SET: MONUMENT
 SK0284_STAMPING: 2908-O 1972
 SK0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0284
 SK0284  HISTORY     - Date     Condition        Report By
 SK0284  HISTORY     - 1972     MONUMENTED       MNDT
 SK0284  HISTORY     - 20020819 MARK NOT FOUND   MNDT
 SK0284
 SK0284                          STATION DESCRIPTION
 SK0284
 SK0284'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0284'IN BENEDICT.
 SK0284'MARK IS LOCATED 0.5 MILES NORTHEAST OF THE BENEDICT STORE AND POST
 SK0284'OFFICE, 294 FEET NORTHWEST OF THE COUNTY ROAD 38 (SOUTH) JUNCTION, 87
 SK0284'FEET NORTHEAST OF THE CENTERLINE OF T.H. 200 AT MILE POINT 116.3, 88
 SK0284'FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY (TO A 1-STORY FRAME HOUSE),
 SK0284'0.5 FEET SOUTH OF A STEEL WITNESS POST IN A 6 FOOT PRECAST CONCRETE
 SK0284'MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 35, T 143, R 32.
 SK0284
 SK0284                          STATION RECOVERY (2002)
 SK0284
 SK0284'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0284'SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0285 ***********************************************************************
 SK0285  DESIGNATION -  2908 P
 SK0285  PID         -  SK0285
 SK0285  STATE/COUNTY-  MN/HUBBARD
 SK0285  COUNTRY     -  US
 SK0285  USGS QUAD   -  BENEDICT (1996)
 SK0285
 SK0285                         *CURRENT SURVEY CONTROL
 SK0285  ______________________________________________________________________
 SK0285* NAD 83(1986) POSITION- 47 09 05.6    (N) 094 40 29.1    (W)   HD_HELD2  
 SK0285* NAVD 88 ORTHO HEIGHT -   398.730  (meters)    1308.17  (feet) ADJUSTED  
 SK0285  ______________________________________________________________________
 SK0285  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 SK0285  DYNAMIC HEIGHT  -        398.766 (meters)     1308.28  (feet) COMP
 SK0285  MODELED GRAVITY -    980,691.7   (mgal)                       NAVD 88
 SK0285
 SK0285  VERT ORDER      -  SECOND    CLASS I
 SK0285
 SK0285.The horizontal coordinates were established by autonomous hand held GPS
 SK0285.observations and have an estimated accuracy of +/- 10 meters.
 SK0285.
 SK0285.The orthometric height was determined by differential leveling and
 SK0285.adjusted in June 1991.
 SK0285
 SK0285.Photographs are available for this station.
 SK0285
 SK0285.The dynamic height is computed by dividing the NAVD 88
 SK0285.geopotential number by the normal gravity value computed on the
 SK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0285.degrees latitude (g = 980.6199 gals.).
 SK0285
 SK0285.The modeled gravity was interpolated from observed gravity values.
 SK0285
 SK0285;                    North         East    Units  Estimated Accuracy
 SK0285;SPC MN C     -   339,236.      767,786.      MT  (+/- 10 meters HH2 GPS)
 SK0285
 SK0285                          SUPERSEDED SURVEY CONTROL
 SK0285
 SK0285  NGVD 29 (??/??/92)  398.464  (m)         1307.29   (f) ADJ UNCH    2 0
 SK0285
 SK0285.Superseded values are not recommended for survey control.
 SK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0285.See file dsdata.txt to determine how the superseded data were derived.
 SK0285
 SK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7303723366(NAD 83)
 SK0285
 SK0285_MARKER: DB = BENCH MARK DISK
 SK0285_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0285_SP_SET: MONUMENT
 SK0285_STAMPING: 2908 P 1972
 SK0285_MARK LOGO: MNHD  
 SK0285_PROJECTION: FLUSH
 SK0285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0285+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2007
 SK0285
 SK0285  HISTORY     - Date     Condition        Report By
 SK0285  HISTORY     - 1972     MONUMENTED       MNHD
 SK0285  HISTORY     - 19960930 GOOD             MN-057
 SK0285  HISTORY     - 20020819 GOOD             MNDT
 SK0285  HISTORY     - 20070502 GOOD             MNDT
 SK0285
 SK0285                          STATION DESCRIPTION
 SK0285
 SK0285'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0285'0.75 MI SE FROM BENEDICT.
 SK0285'MARK IS LOCATED 0.8 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0285'OF T.H. 200 AND COUNTY ROAD 38 (SOUTH) IN BENEDICT, 2.8 MILES WEST OF
 SK0285'T.H. 371, 97 FEET SOUTH OF THE CENTERLINE OF T.H. 200 AT MILE POINT
 SK0285'117.65 (OPPOSITE T ROAD NORTH), 87.5 FEET SOUTH-SOUTHEAST OF THE
 SK0285'CENTER OF THE SOUTH HEADWALL OF A 24 INCH CULVERT UNDER T.H. 200, 64
 SK0285'FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE TO A GRAVEL STORAGE AREA,
 SK0285'0.5 FEET NORTHEAST OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 SK0285'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 36, T
 SK0285'143, R 32.
 SK0285
 SK0285                          STATION RECOVERY (1996)
 SK0285
 SK0285'RECOVERY NOTE BY HUBBARD COUNTY MINNESOTA 1996 (SB)
 SK0285'RECOVERED AS DESCRIBED, 1 FT (0.3 M) NORTH OF WITNESS POST.
 SK0285
 SK0285                          STATION RECOVERY (2002)
 SK0285
 SK0285'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0285'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 SK0285
 SK0285                          STATION RECOVERY (2007)
 SK0285
 SK0285'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SK0285'0.8 MILES SOUTHEAST OF JUNCTION OF TRUNK HIGHWAY 200 AND COUNTY ROAD
 SK0285'38 SOUTH IN BENEDICT, 97 FEET SOUTH OF TRUNK HIGHWAY 200, AT TRUNK
 SK0285'HIGHWAY 200 MILE POINT 117.65, OPPOSITE TEE ROAD NORTH, 87.5 FEET
 SK0285'SOUTH-SOUTHEAST OF SOUTH HEADWALL OF CULVERT, 64 FEET SOUTHWEST OF
 SK0285'ENTRANCE, 0.5 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9280 ***********************************************************************
 DF9280  DESIGNATION -  2908 Q
 DF9280  PID         -  DF9280
 DF9280  STATE/COUNTY-  MN/HUBBARD
 DF9280  COUNTRY     -  US
 DF9280  USGS QUAD   -  BENEDICT (1996)
 DF9280
 DF9280                         *CURRENT SURVEY CONTROL
 DF9280  ______________________________________________________________________
 DF9280* NAD 83(2007) POSITION- 47 12 16.62986(N) 094 44 21.18045(W)   ADJUSTED  
 DF9280* NAD 83(2007) ELLIP HT-   372.595 (meters)        (02/10/07)   ADJUSTED
 DF9280* NAD 83(2007) EPOCH   -  2002.00
 DF9280* NAVD 88 ORTHO HEIGHT -   400.379  (meters)    1313.58  (feet) ADJUSTED  
 DF9280  ______________________________________________________________________
 DF9280  NAD 83(2007) X  -   -358,679.066 (meters)                     COMP
 DF9280  NAD 83(2007) Y  - -4,326,433.733 (meters)                     COMP
 DF9280  NAD 83(2007) Z  -  4,657,522.633 (meters)                     COMP
 DF9280  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC09
 DF9280  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 DF9280  DYNAMIC HEIGHT  -        400.416 (meters)     1313.70  (feet) COMP
 DF9280  MODELED GRAVITY -    980,694.7   (mgal)                       NAVD 88
 DF9280
 DF9280  VERT ORDER      -  SECOND    CLASS I
 DF9280
 DF9280  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9280  Type                                         Horiz  Ellip  Dist(km)
 DF9280  -------------------------------------------------------------------
 DF9280  NETWORK                                       0.45   0.45
 DF9280  -------------------------------------------------------------------
 DF9280  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.41   0.37      2.42
 DF9280  -------------------------------------------------------------------
 DF9280  NOTE: Click here for information on individual local accuracy
 DF9280  values and other accuracy information.
 DF9280
 DF9280
 DF9280.The horizontal coordinates were established by GPS observations
 DF9280.and adjusted by the National Geodetic Survey in February 2007.
 DF9280
 DF9280.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9280.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9280
 DF9280.The horizontal coordinates are valid at the epoch date displayed above
 DF9280.which is a decimal equivalence of Year/Month/Day.
 DF9280
 DF9280.The orthometric height was determined by differential leveling and
 DF9280.adjusted in July 2008.
 DF9280
 DF9280.Photographs are available for this station.
 DF9280
 DF9280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9280
 DF9280.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9280
 DF9280.The ellipsoidal height was determined by GPS observations
 DF9280.and is referenced to NAD 83.
 DF9280
 DF9280.The dynamic height is computed by dividing the NAVD 88
 DF9280.geopotential number by the normal gravity value computed on the
 DF9280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9280.degrees latitude (g = 980.6199 gals.).
 DF9280
 DF9280.The modeled gravity was interpolated from observed gravity values.
 DF9280
 DF9280. The following values were computed from the NAD 83(2007) position.
 DF9280
 DF9280;                    North         East     Units Scale Factor Converg.
 DF9280;SPC MN C     -   345,163.131   762,933.265   MT  1.00003748   -0 21 14.0
 DF9280;SPC MN C     - 1,132,422.71  2,503,056.89   sFT  1.00003748   -0 21 14.0
 DF9280;UTM  15      - 5,229,370.294   368,282.223   MT  0.99981323   -1 16 35.0
 DF9280
 DF9280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9280!SPC MN C     -   0.99994160  x   1.00003748  =   0.99997908
 DF9280!UTM  15      -   0.99994160  x   0.99981323  =   0.99975484
 DF9280
 DF9280                          SUPERSEDED SURVEY CONTROL
 DF9280
 DF9280  NAD 83(1996)-  47 12 16.62965(N)    094 44 21.18051(W) AD(       ) 1
 DF9280  ELLIP H (12/03/03)  372.621  (m)                       GP(       ) 3 1
 DF9280  NAVD 88 (12/03/03)  400.38   (m)         1313.6    (f) LEVELING    3  
 DF9280
 DF9280.Superseded values are not recommended for survey control.
 DF9280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9280.See file dsdata.txt to determine how the superseded data were derived.
 DF9280
 DF9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6828229370(NAD 83)
 DF9280
 DF9280_MARKER: DD = SURVEY DISK
 DF9280_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9280_STAMPING: 2908 Q 2002
 DF9280_MARK LOGO: MNDT  
 DF9280_PROJECTION: FLUSH
 DF9280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9280+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 DF9280_ROD/PIPE-DEPTH: 17.7 meters
 DF9280
 DF9280  HISTORY     - Date     Condition        Report By
 DF9280  HISTORY     - 2002     MONUMENTED       MNDT
 DF9280  HISTORY     - 20021126 GOOD             MNDT
 DF9280
 DF9280                          STATION DESCRIPTION
 DF9280
 DF9280'DESCRIBED BY MN DEPT OF TRANSP 2002 (GWO)
 DF9280'THE MARK WAS RECOVERED 1 MI (1.6 KM) SE OF LAPORTE, 0.95 MI (1.53 KM)
 DF9280'SE ALONG TH 200 FROM JCT OF TH 200 AND MAIN ST IN LAPORTE, AT TH 200
 DF9280'MP 112.75, 97.5 FT (29.7 M) NE OF TH 200, 63.4 FT (19.3 M) NW OF CO RD
 DF9280'45, 74.0 FT (22.6 M) SE OF TEL PED, 1.5 FT (0.5 M) SOUTH OF WIT POST,
 DF9280'ROD DEPTH 58 FT, (17.7 M) FLUSH, MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9281 ***********************************************************************
 DF9281  DESIGNATION -  2908 R
 DF9281  PID         -  DF9281
 DF9281  STATE/COUNTY-  MN/HUBBARD
 DF9281  COUNTRY     -  US
 DF9281  USGS QUAD   -  LAPORTE (1972)
 DF9281
 DF9281                         *CURRENT SURVEY CONTROL
 DF9281  ______________________________________________________________________
 DF9281* NAD 83(2007) POSITION- 47 13 28.12658(N) 094 52 23.21770(W)   ADJUSTED  
 DF9281* NAD 83(2007) ELLIP HT-   398.324 (meters)        (02/10/07)   ADJUSTED
 DF9281* NAD 83(2007) EPOCH   -  2002.00
 DF9281* NAVD 88 ORTHO HEIGHT -   425.975  (meters)    1397.55  (feet) ADJUSTED  
 DF9281  ______________________________________________________________________
 DF9281  NAD 83(2007) X  -   -368,652.699 (meters)                     COMP
 DF9281  NAD 83(2007) Y  - -4,323,986.440 (meters)                     COMP
 DF9281  NAD 83(2007) Z  -  4,659,041.373 (meters)                     COMP
 DF9281  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC09
 DF9281  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DF9281  DYNAMIC HEIGHT  -        426.014 (meters)     1397.68  (feet) COMP
 DF9281  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 DF9281
 DF9281  VERT ORDER      -  SECOND    CLASS I
 DF9281
 DF9281  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9281  Type                                         Horiz  Ellip  Dist(km)
 DF9281  -------------------------------------------------------------------
 DF9281  NETWORK                                       0.39   0.41
 DF9281  -------------------------------------------------------------------
 DF9281  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.39      3.35
 DF9281  -------------------------------------------------------------------
 DF9281  NOTE: Click here for information on individual local accuracy
 DF9281  values and other accuracy information.
 DF9281
 DF9281
 DF9281.The horizontal coordinates were established by GPS observations
 DF9281.and adjusted by the National Geodetic Survey in February 2007.
 DF9281
 DF9281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9281.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9281
 DF9281.The horizontal coordinates are valid at the epoch date displayed above
 DF9281.which is a decimal equivalence of Year/Month/Day.
 DF9281
 DF9281.The orthometric height was determined by differential leveling and
 DF9281.adjusted in July 2008.
 DF9281
 DF9281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9281
 DF9281.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9281
 DF9281.The ellipsoidal height was determined by GPS observations
 DF9281.and is referenced to NAD 83.
 DF9281
 DF9281.The dynamic height is computed by dividing the NAVD 88
 DF9281.geopotential number by the normal gravity value computed on the
 DF9281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9281.degrees latitude (g = 980.6199 gals.).
 DF9281
 DF9281.The modeled gravity was interpolated from observed gravity values.
 DF9281
 DF9281. The following values were computed from the NAD 83(2007) position.
 DF9281
 DF9281;                    North         East     Units Scale Factor Converg.
 DF9281;SPC MN C     -   347,442.348   752,805.611   MT  1.00004283   -0 27 02.7
 DF9281;SPC MN C     - 1,139,900.44  2,469,829.74   sFT  1.00004283   -0 27 02.7
 DF9281;UTM  15      - 5,231,811.922   358,194.738   MT  0.99984714   -1 22 30.5
 DF9281
 DF9281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9281!SPC MN C     -   0.99993757  x   1.00004283  =   0.99998040
 DF9281!UTM  15      -   0.99993757  x   0.99984714  =   0.99978472
 DF9281
 DF9281                          SUPERSEDED SURVEY CONTROL
 DF9281
 DF9281  NAD 83(1996)-  47 13 28.12639(N)    094 52 23.21764(W) AD(       ) 1
 DF9281  ELLIP H (12/03/03)  398.343  (m)                       GP(       ) 3 1
 DF9281  NAVD 88 (12/03/03)  425.98   (m)         1397.6    (f) LEVELING    3  
 DF9281
 DF9281.Superseded values are not recommended for survey control.
 DF9281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9281.See file dsdata.txt to determine how the superseded data were derived.
 DF9281
 DF9281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5819431811(NAD 83)
 DF9281
 DF9281_MARKER: DD = SURVEY DISK
 DF9281_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9281_STAMPING: 2908 R 2002
 DF9281_MARK LOGO: MNDT  
 DF9281_PROJECTION: FLUSH
 DF9281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9281+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2012
 DF9281_ROD/PIPE-DEPTH:  3.0 meters
 DF9281
 DF9281  HISTORY     - Date     Condition        Report By
 DF9281  HISTORY     - 2002     MONUMENTED       MNDT
 DF9281  HISTORY     - 20021126 GOOD             MNDT
 DF9281  HISTORY     - 20120428 GOOD             WOOLPT
 DF9281
 DF9281                          STATION DESCRIPTION
 DF9281
 DF9281'DESCRIBED BY MN DEPT OF TRANSP 2002 (RPD)
 DF9281'THE MARK WAS RECOVERED 0.75 MI (1.21 KM) SOUTH OF KABEKONA, 0.75 MI
 DF9281'(1.21 KM) SOUTH ALONG TH 71 FROM JCT OF TH 200 AND TH 71 IN KABEKONA,
 DF9281'AT TH 200 MP 105.85, 105 FT (32.0 M) EAST OF TH 200, 35 FT (10.7 M)
 DF9281'NORTH OF OLD CEMETERY RD, 34 FT (10.4 M) NORTH OF TWP 16, 1.9 FT (0.6
 DF9281'M) SOUTH OF WIT POST, ROD DEPTH 10 FT, (3.0 M) FLUSH, MAGNETIC,
 DF9281'SUITABLE FOR GPS.
 DF9281
 DF9281                          STATION RECOVERY (2012)
 DF9281
 DF9281'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DF9281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9282 ***********************************************************************
 DF9282  DESIGNATION -  2908 S
 DF9282  PID         -  DF9282
 DF9282  STATE/COUNTY-  MN/HUBBARD
 DF9282  COUNTRY     -  US
 DF9282  USGS QUAD   -  LAPORTE (1972)
 DF9282
 DF9282                         *CURRENT SURVEY CONTROL
 DF9282  ______________________________________________________________________
 DF9282* NAD 83(2007) POSITION- 47 12 58.58139(N) 094 49 49.98826(W)   ADJUSTED  
 DF9282* NAD 83(2007) ELLIP HT-   399.919 (meters)        (02/10/07)   ADJUSTED
 DF9282* NAD 83(2007) EPOCH   -  2002.00
 DF9282* NAVD 88 ORTHO HEIGHT -   427.596  (meters)    1402.87  (feet) ADJUSTED  
 DF9282  ______________________________________________________________________
 DF9282  NAD 83(2007) X  -   -365,496.895 (meters)                     COMP
 DF9282  NAD 83(2007) Y  - -4,324,927.539 (meters)                     COMP
 DF9282  NAD 83(2007) Z  -  4,658,422.811 (meters)                     COMP
 DF9282  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC09
 DF9282  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DF9282  DYNAMIC HEIGHT  -        427.638 (meters)     1403.01  (feet) COMP
 DF9282  MODELED GRAVITY -    980,698.2   (mgal)                       NAVD 88
 DF9282
 DF9282  VERT ORDER      -  SECOND    CLASS I
 DF9282
 DF9282  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9282  Type                                         Horiz  Ellip  Dist(km)
 DF9282  -------------------------------------------------------------------
 DF9282  NETWORK                                       0.56   0.61
 DF9282  -------------------------------------------------------------------
 DF9282  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.49      3.34
 DF9282  -------------------------------------------------------------------
 DF9282  NOTE: Click here for information on individual local accuracy
 DF9282  values and other accuracy information.
 DF9282
 DF9282
 DF9282.The horizontal coordinates were established by GPS observations
 DF9282.and adjusted by the National Geodetic Survey in February 2007.
 DF9282
 DF9282.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9282.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9282
 DF9282.The horizontal coordinates are valid at the epoch date displayed above
 DF9282.which is a decimal equivalence of Year/Month/Day.
 DF9282
 DF9282.The orthometric height was determined by differential leveling and
 DF9282.adjusted in July 2008.
 DF9282
 DF9282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9282
 DF9282.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9282
 DF9282.The ellipsoidal height was determined by GPS observations
 DF9282.and is referenced to NAD 83.
 DF9282
 DF9282.The dynamic height is computed by dividing the NAVD 88
 DF9282.geopotential number by the normal gravity value computed on the
 DF9282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9282.degrees latitude (g = 980.6199 gals.).
 DF9282
 DF9282.The modeled gravity was interpolated from observed gravity values.
 DF9282
 DF9282. The following values were computed from the NAD 83(2007) position.
 DF9282
 DF9282;                    North         East     Units Scale Factor Converg.
 DF9282;SPC MN C     -   346,505.424   756,022.612   MT  1.00004061   -0 25 11.9
 DF9282;SPC MN C     - 1,136,826.55  2,480,384.19   sFT  1.00004061   -0 25 11.9
 DF9282;UTM  15      - 5,230,823.437   361,395.570   MT  0.99983611   -1 20 37.3
 DF9282
 DF9282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9282!SPC MN C     -   0.99993732  x   1.00004061  =   0.99997793
 DF9282!UTM  15      -   0.99993732  x   0.99983611  =   0.99977344
 DF9282
 DF9282                          SUPERSEDED SURVEY CONTROL
 DF9282
 DF9282  NAD 83(1996)-  47 12 58.58120(N)    094 49 49.98816(W) AD(       ) 1
 DF9282  ELLIP H (12/03/03)  399.938  (m)                       GP(       ) 3 1
 DF9282  NAVD 88 (12/03/03)  427.60   (m)         1402.9    (f) LEVELING    3  
 DF9282
 DF9282.Superseded values are not recommended for survey control.
 DF9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9282.See file dsdata.txt to determine how the superseded data were derived.
 DF9282
 DF9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6139530823(NAD 83)
 DF9282
 DF9282_MARKER: DD = SURVEY DISK
 DF9282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9282_STAMPING: 2908 S 2002
 DF9282_MARK LOGO: MNDT  
 DF9282_PROJECTION: FLUSH
 DF9282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9282+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 DF9282_ROD/PIPE-DEPTH: 19.8 meters
 DF9282
 DF9282  HISTORY     - Date     Condition        Report By
 DF9282  HISTORY     - 2002     MONUMENTED       MNDT
 DF9282  HISTORY     - 20021126 GOOD             MNDT
 DF9282
 DF9282                          STATION DESCRIPTION
 DF9282
 DF9282'DESCRIBED BY MN DEPT OF TRANSP 2002 (JBG)
 DF9282'THE MARK WAS RECOVERED 3 MI (4.8 KM) SOUTH OF KABEKONA, 3.05 MI (4.91
 DF9282'KM) SE ALONG TH 200 FROM JCT OF TH 200 AND TH 71 IN KABEKONA, AT TH
 DF9282'200 MP 108.05, 85 FT (25.9 M) NORTH OF TH 200, 25 FT (7.6 M) WEST OF
 DF9282'ENT, 1.4 FT (0.4 M) SOUTH OF WIT POST, ROD DEPTH 65 FT, (19.8 M)
 DF9282'FLUSH, MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9283 ***********************************************************************
 DF9283  DESIGNATION -  2908 T
 DF9283  PID         -  DF9283
 DF9283  STATE/COUNTY-  MN/HUBBARD
 DF9283  COUNTRY     -  US
 DF9283  USGS QUAD   -  LAPORTE (1972)
 DF9283
 DF9283                         *CURRENT SURVEY CONTROL
 DF9283  ______________________________________________________________________
 DF9283* NAD 83(2007) POSITION- 47 13 00.61909(N) 094 51 02.39500(W)   ADJUSTED  
 DF9283* NAD 83(2007) ELLIP HT-   398.250 (meters)        (02/10/07)   ADJUSTED
 DF9283* NAD 83(2007) EPOCH   -  2002.00
 DF9283* NAVD 88 ORTHO HEIGHT -   425.902  (meters)    1397.31  (feet) ADJUSTED  
 DF9283  ______________________________________________________________________
 DF9283  NAD 83(2007) X  -   -367,011.084 (meters)                     COMP
 DF9283  NAD 83(2007) Y  - -4,324,751.818 (meters)                     COMP
 DF9283  NAD 83(2007) Z  -  4,658,464.331 (meters)                     COMP
 DF9283  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 DF9283  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DF9283  DYNAMIC HEIGHT  -        425.944 (meters)     1397.45  (feet) COMP
 DF9283  MODELED GRAVITY -    980,698.7   (mgal)                       NAVD 88
 DF9283
 DF9283  VERT ORDER      -  SECOND    CLASS I
 DF9283
 DF9283  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9283  Type                                         Horiz  Ellip  Dist(km)
 DF9283  -------------------------------------------------------------------
 DF9283  NETWORK                                       0.55   0.59
 DF9283  -------------------------------------------------------------------
 DF9283  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.49      2.85
 DF9283  -------------------------------------------------------------------
 DF9283  NOTE: Click here for information on individual local accuracy
 DF9283  values and other accuracy information.
 DF9283
 DF9283
 DF9283.The horizontal coordinates were established by GPS observations
 DF9283.and adjusted by the National Geodetic Survey in February 2007.
 DF9283
 DF9283.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9283.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9283
 DF9283.The horizontal coordinates are valid at the epoch date displayed above
 DF9283.which is a decimal equivalence of Year/Month/Day.
 DF9283
 DF9283.The orthometric height was determined by differential leveling and
 DF9283.adjusted in July 2008.
 DF9283
 DF9283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9283
 DF9283.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9283
 DF9283.The ellipsoidal height was determined by GPS observations
 DF9283.and is referenced to NAD 83.
 DF9283
 DF9283.The dynamic height is computed by dividing the NAVD 88
 DF9283.geopotential number by the normal gravity value computed on the
 DF9283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9283.degrees latitude (g = 980.6199 gals.).
 DF9283
 DF9283.The modeled gravity was interpolated from observed gravity values.
 DF9283
 DF9283. The following values were computed from the NAD 83(2007) position.
 DF9283
 DF9283;                    North         East     Units Scale Factor Converg.
 DF9283;SPC MN C     -   346,579.714   754,499.540   MT  1.00004076   -0 26 04.3
 DF9283;SPC MN C     - 1,137,070.28  2,475,387.24   sFT  1.00004076   -0 26 04.3
 DF9283;UTM  15      - 5,230,922.255   359,874.201   MT  0.99984132   -1 21 30.5
 DF9283
 DF9283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9283!SPC MN C     -   0.99993758  x   1.00004076  =   0.99997834
 DF9283!UTM  15      -   0.99993758  x   0.99984132  =   0.99977891
 DF9283
 DF9283                          SUPERSEDED SURVEY CONTROL
 DF9283
 DF9283  NAD 83(1996)-  47 13 00.61891(N)    094 51 02.39490(W) AD(       ) 1
 DF9283  ELLIP H (12/03/03)  398.269  (m)                       GP(       ) 3 1
 DF9283  NAVD 88 (12/03/03)  425.90   (m)         1397.3    (f) LEVELING    3  
 DF9283
 DF9283.Superseded values are not recommended for survey control.
 DF9283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9283.See file dsdata.txt to determine how the superseded data were derived.
 DF9283
 DF9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5987430922(NAD 83)
 DF9283
 DF9283_MARKER: DD = SURVEY DISK
 DF9283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9283_STAMPING: 2908 T 2002
 DF9283_MARK LOGO: MNDT  
 DF9283_PROJECTION: FLUSH
 DF9283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9283+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2002
 DF9283_ROD/PIPE-DEPTH:  4.6 meters
 DF9283
 DF9283  HISTORY     - Date     Condition        Report By
 DF9283  HISTORY     - 2002     MONUMENTED       MNDT
 DF9283  HISTORY     - 20021126 GOOD             MNDT
 DF9283
 DF9283                          STATION DESCRIPTION
 DF9283
 DF9283'DESCRIBED BY MN DEPT OF TRANSP 2002 (GWO)
 DF9283'THE MARK WAS RECOVERED 2 MI (3.2 KM) SE OF KABEKONA, 2.1 MI (3.4 KM)
 DF9283'SE ALONG TH 200 FROM JCT OF TH 200 AND TH 71 IN KABEKONA, AT TH 200 MP
 DF9283'107.10, 105.5 FT (32.2 M) NORTH OF TH 200, 32.5 FT (9.9 M) EAST OF OLD
 DF9283'CEMETERY RD, 1.2 FT (0.4 M) WEST OF WIT POST, ROD DEPTH 15 FT, (4.6 M)
 DF9283'MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9400 ***********************************************************************
 DJ9400  DESIGNATION -  2908 U
 DJ9400  PID         -  DJ9400
 DJ9400  STATE/COUNTY-  MN/HUBBARD
 DJ9400  COUNTRY     -  US
 DJ9400  USGS QUAD   -  LAPORTE (1972)
 DJ9400
 DJ9400                         *CURRENT SURVEY CONTROL
 DJ9400  ______________________________________________________________________
 DJ9400* NAD 83(1986) POSITION- 47 12 58.     (N) 094 47 11.     (W)   SCALED    
 DJ9400* NAVD 88 ORTHO HEIGHT -   406.345  (meters)    1333.15  (feet) ADJUSTED  
 DJ9400  ______________________________________________________________________
 DJ9400  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 DJ9400  DYNAMIC HEIGHT  -        406.384 (meters)     1333.28  (feet) COMP
 DJ9400  MODELED GRAVITY -    980,696.4   (mgal)                       NAVD 88
 DJ9400
 DJ9400  VERT ORDER      -  SECOND    CLASS I
 DJ9400
 DJ9400.The horizontal coordinates were scaled from a topographic map and have
 DJ9400.an estimated accuracy of +/- 6 seconds.
 DJ9400.
 DJ9400.The orthometric height was determined by differential leveling and
 DJ9400.adjusted in July 2008.
 DJ9400
 DJ9400.The dynamic height is computed by dividing the NAVD 88
 DJ9400.geopotential number by the normal gravity value computed on the
 DJ9400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9400.degrees latitude (g = 980.6199 gals.).
 DJ9400
 DJ9400.The modeled gravity was interpolated from observed gravity values.
 DJ9400
 DJ9400;                    North         East    Units  Estimated Accuracy
 DJ9400;SPC MN C     -   346,460.      759,370.      MT  (+/- 180 meters Scaled)
 DJ9400
 DJ9400                          SUPERSEDED SURVEY CONTROL
 DJ9400
 DJ9400.No superseded survey control is available for this station.
 DJ9400
 DJ9400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN647307(NAD 83)
 DJ9400
 DJ9400_MARKER: DV = VERTICAL CONTROL DISK
 DJ9400_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ9400+WITH SETTING: INFORMATION.
 DJ9400_STAMPING: 2908 U 2002
 DJ9400_MARK LOGO: MNDT  
 DJ9400_PROJECTION: FLUSH
 DJ9400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9400+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9400
 DJ9400  HISTORY     - Date     Condition        Report By
 DJ9400  HISTORY     - 1991     MONUMENTED       MNDT
 DJ9400  HISTORY     - 20020819 GOOD             MNDT
 DJ9400
 DJ9400                          STATION DESCRIPTION
 DJ9400
 DJ9400'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9400'THE MARK IS A STANDARD MNDT VERTICAL CONTROL DISK SET ATOP A ROD OF
 DJ9400'UNKNOWN DEPTH 1.5 MI (2.4 KM) WEST OF LAPORTE, 0.5 MI (0.8 KM) EAST
 DJ9400'ALONG TH 200 FROM THE JUNCTION OF TH 200 AND TH 64 (ABOUT 2 MI (3.2
 DJ9400'KM) WEST OF LAPORTE), AT TH 200 MILEPOST 110.15, 97.6 FT (29.7 M)
 DJ9400'NORTH OF TH 200, 28.5 FT (8.7 M) WEST OF A FIELD ENTRANCE, 2.0 FT (0.6
 DJ9400'M) SOUTH OF A WITNESS POST.  THE MARK WAS SET IN 1991 THEN LEVELED TO
 DJ9400'AND STAMPED IN 2002.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1045 ***********************************************************************
 DI1045  DESIGNATION -  2909 A
 DI1045  PID         -  DI1045
 DI1045  STATE/COUNTY-  MN/HUBBARD
 DI1045  COUNTRY     -  US
 DI1045  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DI1045
 DI1045                         *CURRENT SURVEY CONTROL
 DI1045  ______________________________________________________________________
 DI1045* NAD 83(1986) POSITION- 46 51 46.2    (N) 094 45 07.2    (W)   HD_HELD2  
 DI1045* NAVD 88 ORTHO HEIGHT -   429.409  (meters)    1408.82  (feet) ADJUSTED  
 DI1045  ______________________________________________________________________
 DI1045  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DI1045  DYNAMIC HEIGHT  -        429.430 (meters)     1408.89  (feet) COMP
 DI1045  MODELED GRAVITY -    980,650.6   (mgal)                       NAVD 88
 DI1045
 DI1045  VERT ORDER      -  SECOND    CLASS I
 DI1045
 DI1045.The horizontal coordinates were established by autonomous hand held GPS
 DI1045.observations and have an estimated accuracy of +/- 10 meters.
 DI1045.
 DI1045.The orthometric height was determined by differential leveling and
 DI1045.adjusted in June 2008.
 DI1045
 DI1045.The dynamic height is computed by dividing the NAVD 88
 DI1045.geopotential number by the normal gravity value computed on the
 DI1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1045.degrees latitude (g = 980.6199 gals.).
 DI1045
 DI1045.The modeled gravity was interpolated from observed gravity values.
 DI1045
 DI1045;                    North         East    Units  Estimated Accuracy
 DI1045;SPC MN C     -   307,173.      761,724.      MT  (+/- 10 meters HH2 GPS)
 DI1045
 DI1045                          SUPERSEDED SURVEY CONTROL
 DI1045
 DI1045.No superseded survey control is available for this station.
 DI1045
 DI1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6646491411(NAD 83)
 DI1045
 DI1045_MARKER: DD = SURVEY DISK
 DI1045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1045_STAMPING: 2909 A 2005
 DI1045_MARK LOGO: MNDT  
 DI1045_PROJECTION: RECESSED 8 CENTIMETERS
 DI1045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1045+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1045_ROD/PIPE-DEPTH: 18.3 meters
 DI1045
 DI1045  HISTORY     - Date     Condition        Report By
 DI1045  HISTORY     - 2005     MONUMENTED       MNDT
 DI1045
 DI1045                          STATION DESCRIPTION
 DI1045
 DI1045'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1045'4.0 MILES SOUTHWEST OF CHAMBERLAIN, 2.4 MILES WEST ALONG TRUNK HIGHWAY
 DI1045'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 64, AT
 DI1045'TRUNK HIGHWAY 87 MILEPOINT 58.5, 31.3 FEET SOUTH OF TRUNK HIGHWAY 87,
 DI1045'1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1029 ***********************************************************************
 DI1029  DESIGNATION -  2909 B
 DI1029  PID         -  DI1029
 DI1029  STATE/COUNTY-  MN/HUBBARD
 DI1029  COUNTRY     -  US
 DI1029  USGS QUAD   -  MENAHGA (1980)
 DI1029
 DI1029                         *CURRENT SURVEY CONTROL
 DI1029  ______________________________________________________________________
 DI1029* NAD 83(1986) POSITION- 46 51 51.     (N) 095 01 58.     (W)   SCALED    
 DI1029* NAVD 88 ORTHO HEIGHT -   433.652  (meters)    1422.74  (feet) ADJUSTED  
 DI1029  ______________________________________________________________________
 DI1029  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 DI1029  DYNAMIC HEIGHT  -        433.673 (meters)     1422.81  (feet) COMP
 DI1029  MODELED GRAVITY -    980,649.2   (mgal)                       NAVD 88
 DI1029
 DI1029  VERT ORDER      -  SECOND    CLASS I
 DI1029
 DI1029.The horizontal coordinates were scaled from a topographic map and have
 DI1029.an estimated accuracy of +/- 6 seconds.
 DI1029.
 DI1029.The orthometric height was determined by differential leveling and
 DI1029.adjusted in June 2008.
 DI1029
 DI1029.The dynamic height is computed by dividing the NAVD 88
 DI1029.geopotential number by the normal gravity value computed on the
 DI1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1029.degrees latitude (g = 980.6199 gals.).
 DI1029
 DI1029.The modeled gravity was interpolated from observed gravity values.
 DI1029
 DI1029;                    North         East    Units  Estimated Accuracy
 DI1029;SPC MN C     -   307,500.      740,320.      MT  (+/- 180 meters Scaled)
 DI1029
 DI1029                          SUPERSEDED SURVEY CONTROL
 DI1029
 DI1029.No superseded survey control is available for this station.
 DI1029
 DI1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM450920(NAD 83)
 DI1029
 DI1029_MARKER: DV = VERTICAL CONTROL DISK
 DI1029_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1029_STAMPING: 2909 B 1988
 DI1029_MARK LOGO: MNDT  
 DI1029_PROJECTION: RECESSED 8 CENTIMETERS
 DI1029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1029+SATELLITE: SATELLITE OBSERVATIONS - 1988
 DI1029
 DI1029  HISTORY     - Date     Condition        Report By
 DI1029  HISTORY     - 1988     MONUMENTED       MNDT
 DI1029
 DI1029                          STATION DESCRIPTION
 DI1029
 DI1029'DESCRIBED BY MN DEPT OF TRANSP 1988
 DI1029'ABOUT 4 MILES SOUTH OF PARK RAPIDS, 2.5 MILES NORTHWEST OF HUBBARD,
 DI1029'1.8 MILES EAST ALONG TRUNK HIGHWAY 87 FROM THE JUNCTION OF TRUNK
 DI1029'HIGHWAY 87 AND TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 87 MILEPOINT 42.65,
 DI1029'100.0 FEET NORTH OF TRUNK HIGHWAY 87, 48.0 FEET NORTH OF ELECTRIC
 DI1029'UNDERGROUND BOX, 22.0 FEET WEST OF DRIVEWAY NUMBER 16016, 0.5 FEET
 DI1029'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1041 ***********************************************************************
 DI1041  DESIGNATION -  2909 C
 DI1041  PID         -  DI1041
 DI1041  STATE/COUNTY-  MN/HUBBARD
 DI1041  COUNTRY     -  US
 DI1041  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DI1041
 DI1041                         *CURRENT SURVEY CONTROL
 DI1041  ______________________________________________________________________
 DI1041* NAD 83(1986) POSITION- 46 51 24.0    (N) 094 49 05.1    (W)   HD_HELD2  
 DI1041* NAVD 88 ORTHO HEIGHT -   419.860  (meters)    1377.49  (feet) ADJUSTED  
 DI1041  ______________________________________________________________________
 DI1041  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DI1041  DYNAMIC HEIGHT  -        419.883 (meters)     1377.57  (feet) COMP
 DI1041  MODELED GRAVITY -    980,654.9   (mgal)                       NAVD 88
 DI1041
 DI1041  VERT ORDER      -  SECOND    CLASS I
 DI1041
 DI1041.The horizontal coordinates were established by autonomous hand held GPS
 DI1041.observations and have an estimated accuracy of +/- 10 meters.
 DI1041.
 DI1041.The orthometric height was determined by differential leveling and
 DI1041.adjusted in June 2008.
 DI1041
 DI1041.The dynamic height is computed by dividing the NAVD 88
 DI1041.geopotential number by the normal gravity value computed on the
 DI1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1041.degrees latitude (g = 980.6199 gals.).
 DI1041
 DI1041.The modeled gravity was interpolated from observed gravity values.
 DI1041
 DI1041;                    North         East    Units  Estimated Accuracy
 DI1041;SPC MN C     -   306,522.      756,680.      MT  (+/- 10 meters HH2 GPS)
 DI1041
 DI1041                          SUPERSEDED SURVEY CONTROL
 DI1041
 DI1041.No superseded survey control is available for this station.
 DI1041
 DI1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6141190840(NAD 83)
 DI1041
 DI1041_MARKER: DD = SURVEY DISK
 DI1041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1041_STAMPING: 2909 C 2005
 DI1041_MARK LOGO: MNDT  
 DI1041_PROJECTION: FLUSH
 DI1041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1041+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1041_ROD/PIPE-DEPTH: 16.8 meters
 DI1041
 DI1041  HISTORY     - Date     Condition        Report By
 DI1041  HISTORY     - 2005     MONUMENTED       MNDT
 DI1041
 DI1041                          STATION DESCRIPTION
 DI1041
 DI1041'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1041'5.5 MILES SOUTHWEST OF CHAMBERLAIN, 4.8 MILES WEST ALONG TRUNK HIGHWAY
 DI1041'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, AT
 DI1041'TRUNK HIGHWAY 87 MILEPOINT 55.1, 34 FEET NORTHWEST OF TRUNK HIGHWAY
 DI1041'87, 54.8 FEET NORTHEAST OF ENTRANCE NUMBER 26692, 1.0 FEET SOUTH OF
 DI1041'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1040 ***********************************************************************
 DI1040  DESIGNATION -  2909 D
 DI1040  PID         -  DI1040
 DI1040  STATE/COUNTY-  MN/HUBBARD
 DI1040  COUNTRY     -  US
 DI1040  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DI1040
 DI1040                         *CURRENT SURVEY CONTROL
 DI1040  ______________________________________________________________________
 DI1040* NAD 83(1986) POSITION- 46 51 36.5    (N) 094 50 14.0    (W)   HD_HELD2  
 DI1040* NAVD 88 ORTHO HEIGHT -   418.143  (meters)    1371.86  (feet) ADJUSTED  
 DI1040  ______________________________________________________________________
 DI1040  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DI1040  DYNAMIC HEIGHT  -        418.166 (meters)     1371.93  (feet) COMP
 DI1040  MODELED GRAVITY -    980,656.4   (mgal)                       NAVD 88
 DI1040
 DI1040  VERT ORDER      -  SECOND    CLASS I
 DI1040
 DI1040.The horizontal coordinates were established by autonomous hand held GPS
 DI1040.observations and have an estimated accuracy of +/- 10 meters.
 DI1040.
 DI1040.The orthometric height was determined by differential leveling and
 DI1040.adjusted in June 2008.
 DI1040
 DI1040.The dynamic height is computed by dividing the NAVD 88
 DI1040.geopotential number by the normal gravity value computed on the
 DI1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1040.degrees latitude (g = 980.6199 gals.).
 DI1040
 DI1040.The modeled gravity was interpolated from observed gravity values.
 DI1040
 DI1040;                    North         East    Units  Estimated Accuracy
 DI1040;SPC MN C     -   306,918.      755,224.      MT  (+/- 10 meters HH2 GPS)
 DI1040
 DI1040                          SUPERSEDED SURVEY CONTROL
 DI1040
 DI1040.No superseded survey control is available for this station.
 DI1040
 DI1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5996191260(NAD 83)
 DI1040
 DI1040_MARKER: DD = SURVEY DISK
 DI1040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1040_STAMPING: 2909 D 2005
 DI1040_MARK LOGO: MNDT  
 DI1040_PROJECTION: FLUSH
 DI1040_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1040+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1040_ROD/PIPE-DEPTH: 16.8 meters
 DI1040
 DI1040  HISTORY     - Date     Condition        Report By
 DI1040  HISTORY     - 2005     MONUMENTED       MNDT
 DI1040
 DI1040                          STATION DESCRIPTION
 DI1040
 DI1040'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1040'6.0 MILES SOUTHWEST OF CHAMBERLAIN, 5.8 MILES WEST ALONG TRUNK HIGHWAY
 DI1040'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, AT
 DI1040'TRUNK HIGHWAY 87 MILEPOINT 54.1, 33.1 FEET NORTHEAST OF TRUNK HIGHWAY
 DI1040'87, 18.8 FEET WEST OF ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1036 ***********************************************************************
 DI1036  DESIGNATION -  2909 E
 DI1036  PID         -  DI1036
 DI1036  STATE/COUNTY-  MN/HUBBARD
 DI1036  COUNTRY     -  US
 DI1036  USGS QUAD   -  HUNTERSVILLE (1970)
 DI1036
 DI1036                         *CURRENT SURVEY CONTROL
 DI1036  ______________________________________________________________________
 DI1036* NAD 83(1986) POSITION- 46 50 53.     (N) 094 53 38.     (W)   SCALED    
 DI1036* NAVD 88 ORTHO HEIGHT -   433.369  (meters)    1421.81  (feet) ADJUSTED  
 DI1036  ______________________________________________________________________
 DI1036  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DI1036  DYNAMIC HEIGHT  -        433.393 (meters)     1421.89  (feet) COMP
 DI1036  MODELED GRAVITY -    980,654.8   (mgal)                       NAVD 88
 DI1036
 DI1036  VERT ORDER      -  SECOND    CLASS I
 DI1036
 DI1036.The horizontal coordinates were scaled from a topographic map and have
 DI1036.an estimated accuracy of +/- 6 seconds.
 DI1036.
 DI1036.The orthometric height was determined by differential leveling and
 DI1036.adjusted in June 2008.
 DI1036
 DI1036.The dynamic height is computed by dividing the NAVD 88
 DI1036.geopotential number by the normal gravity value computed on the
 DI1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1036.degrees latitude (g = 980.6199 gals.).
 DI1036
 DI1036.The modeled gravity was interpolated from observed gravity values.
 DI1036
 DI1036;                    North         East    Units  Estimated Accuracy
 DI1036;SPC MN C     -   305,610.      750,890.      MT  (+/- 180 meters Scaled)
 DI1036
 DI1036                          SUPERSEDED SURVEY CONTROL
 DI1036
 DI1036.No superseded survey control is available for this station.
 DI1036
 DI1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM556900(NAD 83)
 DI1036
 DI1036_MARKER: DD = SURVEY DISK
 DI1036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1036_STAMPING: 2909 E 2005
 DI1036_MARK LOGO: MNDT  
 DI1036_PROJECTION: RECESSED 10 CENTIMETERS
 DI1036_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1036+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1036_ROD/PIPE-DEPTH: 19.8 meters
 DI1036
 DI1036  HISTORY     - Date     Condition        Report By
 DI1036  HISTORY     - 2005     MONUMENTED       MNDT
 DI1036
 DI1036                          STATION DESCRIPTION
 DI1036
 DI1036'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1036'8.0 MILES SOUTHWEST OF CHAMBERLAIN, 9.0 MILES WEST ALONG TRUNK HIGHWAY
 DI1036'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, AT
 DI1036'TRUNK HIGHWAY 87 MILEPOINT 51.0, 44.7 FEET SOUTH OF TRUNK HIGHWAY 87,
 DI1036'40 FEET WEST OF COUNTY ROAD 13, 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1037 ***********************************************************************
 DI1037  DESIGNATION -  2909 F
 DI1037  PID         -  DI1037
 DI1037  STATE/COUNTY-  MN/HUBBARD
 DI1037  COUNTRY     -  US
 DI1037  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DI1037
 DI1037                         *CURRENT SURVEY CONTROL
 DI1037  ______________________________________________________________________
 DI1037* NAD 83(1986) POSITION- 46 50 47.5    (N) 094 52 29.7    (W)   HD_HELD2  
 DI1037* NAVD 88 ORTHO HEIGHT -   420.774  (meters)    1380.49  (feet) ADJUSTED  
 DI1037  ______________________________________________________________________
 DI1037  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DI1037  DYNAMIC HEIGHT  -        420.796 (meters)     1380.56  (feet) COMP
 DI1037  MODELED GRAVITY -    980,655.3   (mgal)                       NAVD 88
 DI1037
 DI1037  VERT ORDER      -  SECOND    CLASS I
 DI1037
 DI1037.The horizontal coordinates were established by autonomous hand held GPS
 DI1037.observations and have an estimated accuracy of +/- 10 meters.
 DI1037.
 DI1037.The orthometric height was determined by differential leveling and
 DI1037.adjusted in June 2008.
 DI1037
 DI1037.The dynamic height is computed by dividing the NAVD 88
 DI1037.geopotential number by the normal gravity value computed on the
 DI1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1037.degrees latitude (g = 980.6199 gals.).
 DI1037
 DI1037.The modeled gravity was interpolated from observed gravity values.
 DI1037
 DI1037;                    North         East    Units  Estimated Accuracy
 DI1037;SPC MN C     -   305,427.      752,338.      MT  (+/- 10 meters HH2 GPS)
 DI1037
 DI1037                          SUPERSEDED SURVEY CONTROL
 DI1037
 DI1037.No superseded survey control is available for this station.
 DI1037
 DI1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5705289816(NAD 83)
 DI1037
 DI1037_MARKER: DB = BENCH MARK DISK
 DI1037_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI1037_SP_SET: BRIDGE RAILING
 DI1037_STAMPING: 2909 F 2001
 DI1037_MARK LOGO: MNDT  
 DI1037_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1037+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DI1037
 DI1037  HISTORY     - Date     Condition        Report By
 DI1037  HISTORY     - 2001     MONUMENTED       MNDT
 DI1037
 DI1037                          STATION DESCRIPTION
 DI1037
 DI1037'DESCRIBED BY MN DEPT OF TRANSP 2001
 DI1037'7.0 MILES EAST OF HUBBARD, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DI1037'HIGHWAY 87 BRIDGE NUMBER 29001 OVER CROW WING RIVER, 7.7 MILES WEST
 DI1037'ALONG TRUNK HIGHWAY 87 FROM JUCTION OF TRUNK HIGHWAY 87 AND TRUNK
 DI1037'HIGHWAY 64 IN BADOURA, AT TRUNK HIGHWAY 87 MILEPOINT 52.0, 17.0 FEET
 DI1037'SOUTH OF TRUNK HIGHWAY 87.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1033 ***********************************************************************
 DI1033  DESIGNATION -  2909 G
 DI1033  PID         -  DI1033
 DI1033  STATE/COUNTY-  MN/HUBBARD
 DI1033  COUNTRY     -  US
 DI1033  USGS QUAD   -  HUNTERSVILLE (1970)
 DI1033
 DI1033                         *CURRENT SURVEY CONTROL
 DI1033  ______________________________________________________________________
 DI1033* NAD 83(1986) POSITION- 46 50 56.7    (N) 094 57 12.6    (W)   HD_HELD2  
 DI1033* NAVD 88 ORTHO HEIGHT -   432.960  (meters)    1420.47  (feet) ADJUSTED  
 DI1033  ______________________________________________________________________
 DI1033  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DI1033  DYNAMIC HEIGHT  -        432.982 (meters)     1420.54  (feet) COMP
 DI1033  MODELED GRAVITY -    980,651.6   (mgal)                       NAVD 88
 DI1033
 DI1033  VERT ORDER      -  SECOND    CLASS I
 DI1033
 DI1033.The horizontal coordinates were established by autonomous hand held GPS
 DI1033.observations and have an estimated accuracy of +/- 10 meters.
 DI1033.
 DI1033.The orthometric height was determined by differential leveling and
 DI1033.adjusted in June 2008.
 DI1033
 DI1033.The dynamic height is computed by dividing the NAVD 88
 DI1033.geopotential number by the normal gravity value computed on the
 DI1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1033.degrees latitude (g = 980.6199 gals.).
 DI1033
 DI1033.The modeled gravity was interpolated from observed gravity values.
 DI1033
 DI1033;                    North         East    Units  Estimated Accuracy
 DI1033;SPC MN C     -   305,762.      746,347.      MT  (+/- 10 meters HH2 GPS)
 DI1033
 DI1033                          SUPERSEDED SURVEY CONTROL
 DI1033
 DI1033.No superseded survey control is available for this station.
 DI1033
 DI1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM5106890246(NAD 83)
 DI1033
 DI1033_MARKER: DD = SURVEY DISK
 DI1033_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1033_STAMPING: 2909 G 2005
 DI1033_MARK LOGO: MNDT  
 DI1033_PROJECTION: FLUSH
 DI1033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1033+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1033_ROD/PIPE-DEPTH: 16.8 meters
 DI1033
 DI1033  HISTORY     - Date     Condition        Report By
 DI1033  HISTORY     - 2005     MONUMENTED       MNDT
 DI1033
 DI1033                          STATION DESCRIPTION
 DI1033
 DI1033'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1033'3.0 MILES EAST OF HUBBARD, 3.2 MILES EAST ALONG TRUNK HIGHWAY 87 FROM
 DI1033'THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD, AT
 DI1033'TRUNK HIGHWAY 87 MILEPOINT 48.15, 40 FEET NORTH OF TRUNK HIGHWAY 87,
 DI1033'58.0 FEET EAST OF COUNTY ROAD 11, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1032 ***********************************************************************
 DI1032  DESIGNATION -  2909 H
 DI1032  PID         -  DI1032
 DI1032  STATE/COUNTY-  MN/HUBBARD
 DI1032  COUNTRY     -  US
 DI1032  USGS QUAD   -  HUNTERSVILLE (1970)
 DI1032
 DI1032                         *CURRENT SURVEY CONTROL
 DI1032  ______________________________________________________________________
 DI1032* NAD 83(1986) POSITION- 46 50 56.5    (N) 094 58 31.0    (W)   HD_HELD2  
 DI1032* NAVD 88 ORTHO HEIGHT -   432.816  (meters)    1420.00  (feet) ADJUSTED  
 DI1032  ______________________________________________________________________
 DI1032  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DI1032  DYNAMIC HEIGHT  -        432.838 (meters)     1420.07  (feet) COMP
 DI1032  MODELED GRAVITY -    980,650.2   (mgal)                       NAVD 88
 DI1032
 DI1032  VERT ORDER      -  SECOND    CLASS I
 DI1032
 DI1032.The horizontal coordinates were established by autonomous hand held GPS
 DI1032.observations and have an estimated accuracy of +/- 10 meters.
 DI1032.
 DI1032.The orthometric height was determined by differential leveling and
 DI1032.adjusted in June 2008.
 DI1032
 DI1032.The dynamic height is computed by dividing the NAVD 88
 DI1032.geopotential number by the normal gravity value computed on the
 DI1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1032.degrees latitude (g = 980.6199 gals.).
 DI1032
 DI1032.The modeled gravity was interpolated from observed gravity values.
 DI1032
 DI1032;                    North         East    Units  Estimated Accuracy
 DI1032;SPC MN C     -   305,770.      744,686.      MT  (+/- 10 meters HH2 GPS)
 DI1032
 DI1032                          SUPERSEDED SURVEY CONTROL
 DI1032
 DI1032.No superseded survey control is available for this station.
 DI1032
 DI1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4940790281(NAD 83)
 DI1032
 DI1032_MARKER: DD = SURVEY DISK
 DI1032_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1032_STAMPING: 2909 H 2005
 DI1032_MARK LOGO: MNDT  
 DI1032_PROJECTION: RECESSED 10 CENTIMETERS
 DI1032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1032+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1032_ROD/PIPE-DEPTH: 18.3 meters
 DI1032
 DI1032  HISTORY     - Date     Condition        Report By
 DI1032  HISTORY     - 2005     MONUMENTED       MNDT
 DI1032
 DI1032                          STATION DESCRIPTION
 DI1032
 DI1032'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1032'2.0 MILES EAST OF HUBBARD, 2.2 MILES EAST ALONG TRUNK HIGHWAY 87 FROM
 DI1032'THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD, AT
 DI1032'TRUNK HIGHWAY 87 MILEPOINT 47.15, 81.7 FEET NORTH OF TRUNK HIGHWAY 87,
 DI1032'46 FEET EAST OF 189TH AVENUE, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1031 ***********************************************************************
 DI1031  DESIGNATION -  2909 J
 DI1031  PID         -  DI1031
 DI1031  STATE/COUNTY-  MN/HUBBARD
 DI1031  COUNTRY     -  US
 DI1031  USGS QUAD   -  MENAHGA (1980)
 DI1031
 DI1031                         *CURRENT SURVEY CONTROL
 DI1031  ______________________________________________________________________
 DI1031* NAD 83(1986) POSITION- 46 50 33.3    (N) 095 00 55.8    (W)   HD_HELD2  
 DI1031* NAVD 88 ORTHO HEIGHT -   425.845  (meters)    1397.13  (feet) ADJUSTED  
 DI1031  ______________________________________________________________________
 DI1031  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DI1031  DYNAMIC HEIGHT  -        425.864 (meters)     1397.19  (feet) COMP
 DI1031  MODELED GRAVITY -    980,647.7   (mgal)                       NAVD 88
 DI1031
 DI1031  VERT ORDER      -  SECOND    CLASS I
 DI1031
 DI1031.The horizontal coordinates were established by autonomous hand held GPS
 DI1031.observations and have an estimated accuracy of +/- 10 meters.
 DI1031.
 DI1031.The orthometric height was determined by differential leveling and
 DI1031.adjusted in June 2008.
 DI1031
 DI1031.The dynamic height is computed by dividing the NAVD 88
 DI1031.geopotential number by the normal gravity value computed on the
 DI1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1031.degrees latitude (g = 980.6199 gals.).
 DI1031
 DI1031.The modeled gravity was interpolated from observed gravity values.
 DI1031
 DI1031;                    North         East    Units  Estimated Accuracy
 DI1031;SPC MN C     -   305,083.      741,612.      MT  (+/- 10 meters HH2 GPS)
 DI1031
 DI1031                          SUPERSEDED SURVEY CONTROL
 DI1031
 DI1031.No superseded survey control is available for this station.
 DI1031
 DI1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4632289643(NAD 83)
 DI1031
 DI1031_MARKER: DD = SURVEY DISK
 DI1031_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1031_STAMPING: 2909 J 2005
 DI1031_MARK LOGO: MNDT  
 DI1031_PROJECTION: RECESSED 20 CENTIMETERS
 DI1031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1031+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1031_ROD/PIPE-DEPTH:  9.1 meters
 DI1031
 DI1031  HISTORY     - Date     Condition        Report By
 DI1031  HISTORY     - 2005     MONUMENTED       MNDT
 DI1031
 DI1031                          STATION DESCRIPTION
 DI1031
 DI1031'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1031'0.15 MILES NORTH OF HUBBARD, 0.3 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DI1031'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD,
 DI1031'AT TRUNK HIGHWAY 87 MILEPOINT 44.75, 47.2 FEET EAST OF TRUNK HIGHWAY
 DI1031'87, 16.5 FEET NORTH OF DRIVEWAY, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1030 ***********************************************************************
 DI1030  DESIGNATION -  2909 K
 DI1030  PID         -  DI1030
 DI1030  STATE/COUNTY-  MN/HUBBARD
 DI1030  COUNTRY     -  US
 DI1030  USGS QUAD   -  MENAHGA (1980)
 DI1030
 DI1030                         *CURRENT SURVEY CONTROL
 DI1030  ______________________________________________________________________
 DI1030* NAD 83(1986) POSITION- 46 51 25.2    (N) 095 01 04.5    (W)   HD_HELD2  
 DI1030* NAVD 88 ORTHO HEIGHT -   426.117  (meters)    1398.02  (feet) ADJUSTED  
 DI1030  ______________________________________________________________________
 DI1030  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DI1030  DYNAMIC HEIGHT  -        426.137 (meters)     1398.08  (feet) COMP
 DI1030  MODELED GRAVITY -    980,649.0   (mgal)                       NAVD 88
 DI1030
 DI1030  VERT ORDER      -  SECOND    CLASS I
 DI1030
 DI1030.The horizontal coordinates were established by autonomous hand held GPS
 DI1030.observations and have an estimated accuracy of +/- 10 meters.
 DI1030.
 DI1030.The orthometric height was determined by differential leveling and
 DI1030.adjusted in June 2008.
 DI1030
 DI1030.The dynamic height is computed by dividing the NAVD 88
 DI1030.geopotential number by the normal gravity value computed on the
 DI1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1030.degrees latitude (g = 980.6199 gals.).
 DI1030
 DI1030.The modeled gravity was interpolated from observed gravity values.
 DI1030
 DI1030;                    North         East    Units  Estimated Accuracy
 DI1030;SPC MN C     -   306,687.      741,443.      MT  (+/- 10 meters HH2 GPS)
 DI1030
 DI1030                          SUPERSEDED SURVEY CONTROL
 DI1030
 DI1030.No superseded survey control is available for this station.
 DI1030
 DI1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4617991250(NAD 83)
 DI1030
 DI1030_MARKER: DD = SURVEY DISK
 DI1030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1030_STAMPING: 2909 K 2005
 DI1030_MARK LOGO: MNDT  
 DI1030_PROJECTION: FLUSH
 DI1030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1030+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1030_ROD/PIPE-DEPTH: 13.7 meters
 DI1030
 DI1030  HISTORY     - Date     Condition        Report By
 DI1030  HISTORY     - 2005     MONUMENTED       MNDT
 DI1030
 DI1030                          STATION DESCRIPTION
 DI1030
 DI1030'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1030'1.15 MILES NORTH OF HUBBARD, 1.3 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DI1030'87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND COUNTY ROAD 6 IN HUBBARD,
 DI1030'AT TRUNK HIGHWAY 87 MILEPOINT 43.75, 68.9 FEET WEST OF TRUNK HIGHWAY
 DI1030'87, 72.8 FEET SOUTH OF DRIVEWAY NUMBER 16555, 37.9 FEET
 DI1030'SOUTH-SOUTHEAST OF CABLE PEDESTAL NUMBER 973 45 A, 25.2 FEET EAST OF
 DI1030'NORTH/SOUTH FENCE, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1047 ***********************************************************************
 DI1047  DESIGNATION -  2909 L
 DI1047  PID         -  DI1047
 DI1047  STATE/COUNTY-  MN/HUBBARD
 DI1047  COUNTRY     -  US
 DI1047  USGS QUAD   -  MENAHGA (1980)
 DI1047
 DI1047                         *CURRENT SURVEY CONTROL
 DI1047  ______________________________________________________________________
 DI1047* NAD 83(1986) POSITION- 46 51 48.9    (N) 095 03 31.9    (W)   HD_HELD2  
 DI1047* NAVD 88 ORTHO HEIGHT -   436.178  (meters)    1431.03  (feet) ADJUSTED  
 DI1047  ______________________________________________________________________
 DI1047  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DI1047  DYNAMIC HEIGHT  -        436.199 (meters)     1431.10  (feet) COMP
 DI1047  MODELED GRAVITY -    980,648.6   (mgal)                       NAVD 88
 DI1047
 DI1047  VERT ORDER      -  SECOND    CLASS I
 DI1047
 DI1047.The horizontal coordinates were established by autonomous hand held GPS
 DI1047.observations and have an estimated accuracy of +/- 10 meters.
 DI1047.
 DI1047.The orthometric height was determined by differential leveling and
 DI1047.adjusted in June 2008.
 DI1047
 DI1047.The dynamic height is computed by dividing the NAVD 88
 DI1047.geopotential number by the normal gravity value computed on the
 DI1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1047.degrees latitude (g = 980.6199 gals.).
 DI1047
 DI1047.The modeled gravity was interpolated from observed gravity values.
 DI1047
 DI1047;                    North         East    Units  Estimated Accuracy
 DI1047;SPC MN C     -   307,450.      738,328.      MT  (+/- 10 meters HH2 GPS)
 DI1047
 DI1047                          SUPERSEDED SURVEY CONTROL
 DI1047
 DI1047.No superseded survey control is available for this station.
 DI1047
 DI1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM4307892062(NAD 83)
 DI1047
 DI1047_MARKER: DD = SURVEY DISK
 DI1047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1047_STAMPING: 2909 L 2005
 DI1047_MARK LOGO: MNDT  
 DI1047_PROJECTION: FLUSH
 DI1047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1047+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1047_ROD/PIPE-DEPTH:  6.7 meters
 DI1047
 DI1047  HISTORY     - Date     Condition        Report By
 DI1047  HISTORY     - 2005     MONUMENTED       MNDT
 DI1047
 DI1047                          STATION DESCRIPTION
 DI1047
 DI1047'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1047'3.5 MILES NORTH AND WEST OF HUBBARD. GO 0.55 MILES EAST ALONG TRUNK
 DI1047'HIGHWAY 87 FROM THE JUNCTION OF TRUNK HIGHWAY 87 AND TRUNK HIGHWAY 71
 DI1047'SOUTH OF PARK RAPIDS, AT TRUNK HIGHWAY 87 MILEPOST 41.4, 62.7 FEET
 DI1047'NORTH OF TRUNK HIGHWAY 87, 35.2 FEET WEST OF 149TH AVENUE (COUNTY ROAD
 DI1047'11), 32.7 FEET NORTH-NORTHEAST OF POWER POLE, 20.3 FEET NORTH OF ROAD
 DI1047'SIGN, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1044 ***********************************************************************
 DI1044  DESIGNATION -  2909 M
 DI1044  PID         -  DI1044
 DI1044  STATE/COUNTY-  MN/HUBBARD
 DI1044  COUNTRY     -  US
 DI1044  USGS QUAD   -  FIRST CROW WING LAKE (1970)
 DI1044
 DI1044                         *CURRENT SURVEY CONTROL
 DI1044  ______________________________________________________________________
 DI1044* NAD 83(1986) POSITION- 46 51 43.9    (N) 094 46 17.5    (W)   HD_HELD2  
 DI1044* NAVD 88 ORTHO HEIGHT -   427.392  (meters)    1402.20  (feet) ADJUSTED  
 DI1044  ______________________________________________________________________
 DI1044  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DI1044  DYNAMIC HEIGHT  -        427.413 (meters)     1402.27  (feet) COMP
 DI1044  MODELED GRAVITY -    980,651.8   (mgal)                       NAVD 88
 DI1044
 DI1044  VERT ORDER      -  SECOND    CLASS I
 DI1044
 DI1044.The horizontal coordinates were established by autonomous hand held GPS
 DI1044.observations and have an estimated accuracy of +/- 10 meters.
 DI1044.
 DI1044.The orthometric height was determined by differential leveling and
 DI1044.adjusted in June 2008.
 DI1044
 DI1044.The dynamic height is computed by dividing the NAVD 88
 DI1044.geopotential number by the normal gravity value computed on the
 DI1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1044.degrees latitude (g = 980.6199 gals.).
 DI1044
 DI1044.The modeled gravity was interpolated from observed gravity values.
 DI1044
 DI1044;                    North         East    Units  Estimated Accuracy
 DI1044;SPC MN C     -   307,112.      760,235.      MT  (+/- 10 meters HH2 GPS)
 DI1044
 DI1044                          SUPERSEDED SURVEY CONTROL
 DI1044
 DI1044.No superseded survey control is available for this station.
 DI1044
 DI1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6497491373(NAD 83)
 DI1044
 DI1044_MARKER: DD = SURVEY DISK
 DI1044_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1044_STAMPING: 2909 M 2005
 DI1044_MARK LOGO: MNDT  
 DI1044_PROJECTION: FLUSH
 DI1044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1044+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI1044_ROD/PIPE-DEPTH: 19.8 meters
 DI1044
 DI1044  HISTORY     - Date     Condition        Report By
 DI1044  HISTORY     - 2005     MONUMENTED       MNDT
 DI1044
 DI1044                          STATION DESCRIPTION
 DI1044
 DI1044'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1044'4.0 MILES SOUTHWEST OF CHAMBERLAIN, 2.4 MILES WEST ALONG TRUNK HIGHWAY
 DI1044'87 FROM THE JUNCTION OF TRUNK HIGHWAY 64 AND TRUNK HIGHWAY 87, ON
 DI1044'TRUNK HIGHWAY 87, AT TRUNK HIGHWAY 87 MILEPOINT 57.5, 39.5 FEET SOUTH
 DI1044'OF TRUNK HIGHWAY 87, 37.9 FEET WEST OF BOONESTRA DRIVE, 19.3 FEET WEST
 DI1044'OF STREET SIGN, 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0080 ***********************************************************************
 QP0080  DESIGNATION -  291/2 BOLT
 QP0080  PID         -  QP0080
 QP0080  STATE/COUNTY-  MN/BENTON
 QP0080  COUNTRY     -  US
 QP0080  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0080
 QP0080                         *CURRENT SURVEY CONTROL
 QP0080  ______________________________________________________________________
 QP0080* NAD 83(1986) POSITION- 45 38 22.     (N) 094 12 07.     (W)   SCALED    
 QP0080* NAVD 88 ORTHO HEIGHT -   312.622  (meters)    1025.66  (feet) ADJUSTED  
 QP0080  ______________________________________________________________________
 QP0080  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 QP0080  DYNAMIC HEIGHT  -        312.618 (meters)     1025.65  (feet) COMP
 QP0080  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QP0080
 QP0080  VERT ORDER      -  FIRST     CLASS II
 QP0080
 QP0080.The horizontal coordinates were scaled from a topographic map and have
 QP0080.an estimated accuracy of +/- 6 seconds.
 QP0080.
 QP0080.The orthometric height was determined by differential leveling and
 QP0080.adjusted in June 1991.
 QP0080
 QP0080.The dynamic height is computed by dividing the NAVD 88
 QP0080.geopotential number by the normal gravity value computed on the
 QP0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0080.degrees latitude (g = 980.6199 gals.).
 QP0080
 QP0080.The modeled gravity was interpolated from observed gravity values.
 QP0080
 QP0080;                    North         East    Units  Estimated Accuracy
 QP0080;SPC MN C     -   171,070.      803,750.      MT  (+/- 180 meters Scaled)
 QP0080
 QP0080                          SUPERSEDED SURVEY CONTROL
 QP0080
 QP0080  NGVD 29 (??/??/92)  312.445  (m)         1025.08   (f) ADJ UNCH    1 2
 QP0080
 QP0080.Superseded values are not recommended for survey control.
 QP0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0080.See file dsdata.txt to determine how the superseded data were derived.
 QP0080
 QP0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL063546(NAD 83)
 QP0080
 QP0080_MARKER: B = BOLT
 QP0080_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP0080_SP_SET: TILE
 QP0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0080
 QP0080  HISTORY     - Date     Condition        Report By
 QP0080  HISTORY     - UNK      MONUMENTED       MRC
 QP0080  HISTORY     - 1974     GOOD             MNDT
 QP0080
 QP0080                          STATION DESCRIPTION
 QP0080
 QP0080'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0080'1.5 MI N FROM SARTELL.
 QP0080'THE MARK IS LOCATED 1.3 MILES NORTH ALONG COUNTY ROAD 33 (OLD T.H. 10)
 QP0080'FROM THE JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 29 IN SARTELL
 QP0080'THENCE, 0.3 MILES WEST AND NORTH ALONG COUNTY ROAD 55.  IT IS 84.5
 QP0080'FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY FRAME HOUSE
 QP0080'(BROWN) AT FIRE NUMBER 123, 42 FEET NORTH OF THE CENTER OF THE
 QP0080'DRIVEWAY TO THE HOUSE, 45.2 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER
 QP0080'27, 37 FEET WEST OF 2 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 55.
 QP0080'IT IS A STANDARD MRC IRON CAP ON A 3.5 INCH IRON PIPE AND A COPPER
 QP0080'BOLT SET IN TILE 4 FEET UNDERGROUND.  THE PIPE WAS DUG UP TO LEVEL TO
 QP0080'THE BOLT AND RESET ON THE TILE.  THE CAP PROJECTS ABOUT 1.3 FEET ABOVE
 QP0080'GROUND.  SE 1/4, SEC 4, T 36, R 31.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0079 ***********************************************************************
 QP0079  DESIGNATION -  291/2 CAP
 QP0079  PID         -  QP0079
 QP0079  STATE/COUNTY-  MN/BENTON
 QP0079  COUNTRY     -  US
 QP0079  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0079
 QP0079                         *CURRENT SURVEY CONTROL
 QP0079  ______________________________________________________________________
 QP0079* NAD 83(1986) POSITION- 45 38 22.     (N) 094 12 06.     (W)   SCALED    
 QP0079* NAVD 88 ORTHO HEIGHT -   313.832  (meters)    1029.63  (feet) ADJUSTED  
 QP0079  ______________________________________________________________________
 QP0079  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 QP0079  DYNAMIC HEIGHT  -        313.827 (meters)     1029.61  (feet) COMP
 QP0079  MODELED GRAVITY -    980,593.5   (mgal)                       NAVD 88
 QP0079
 QP0079  VERT ORDER      -  FIRST     CLASS I
 QP0079
 QP0079.The horizontal coordinates were scaled from a topographic map and have
 QP0079.an estimated accuracy of +/- 6 seconds.
 QP0079.
 QP0079.The orthometric height was determined by differential leveling and
 QP0079.adjusted in June 1991.
 QP0079
 QP0079.WARNING-Repeat measurements at this control monument indicate possible
 QP0079.vertical movement.
 QP0079
 QP0079.The dynamic height is computed by dividing the NAVD 88
 QP0079.geopotential number by the normal gravity value computed on the
 QP0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0079.degrees latitude (g = 980.6199 gals.).
 QP0079
 QP0079.The modeled gravity was interpolated from observed gravity values.
 QP0079
 QP0079;                    North         East    Units  Estimated Accuracy
 QP0079;SPC MN C     -   171,070.      803,770.      MT  (+/- 180 meters Scaled)
 QP0079
 QP0079                          SUPERSEDED SURVEY CONTROL
 QP0079
 QP0079  NGVD 29 (??/??/92)  313.716  (m)         1029.25   (f) ADJ UNCH    1 1
 QP0079
 QP0079.Superseded values are not recommended for survey control.
 QP0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0079.See file dsdata.txt to determine how the superseded data were derived.
 QP0079
 QP0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL063546(NAD 83)
 QP0079
 QP0079_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0079_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0079_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0079
 QP0079  HISTORY     - Date     Condition        Report By
 QP0079  HISTORY     - UNK      MONUMENTED       MRC
 QP0079  HISTORY     - 1974     GOOD             MNDT
 QP0079  HISTORY     - 1976     GOOD             NGS
 QP0079
 QP0079                          STATION DESCRIPTION
 QP0079
 QP0079'DESCRIBED BY MN DEPT OF TRANSP 1974
 QP0079'1.5 MI N FROM SARTELL.
 QP0079'THE MARK IS LOCATED 1.3 MILES NORTH ALONG COUNTY ROAD 33 (OLD T.H. 10)
 QP0079'FROM THE JUNCTION OF COUNTY ROAD 33 AND COUNTY ROAD 29 IN SARTELL
 QP0079'THENCE, 0.3 MILES WEST AND NORTH ALONG COUNTY ROAD 55.  IT IS 84.5
 QP0079'FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1 STORY FRAME HOUSE
 QP0079'(BROWN) AT FIRE NUMBER 123, 42 FEET NORTH OF THE CENTER OF THE
 QP0079'DRIVEWAY TO THE HOUSE, 45.2 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER
 QP0079'27, 37 FEET WEST OF 2 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 55.
 QP0079'IT IS A STANDARD MRC IRON CAP ON A 3.5 INCH IRON PIPE AND A COPPER
 QP0079'BOLT SET IN TILE 4 FEET UNDERGROUND.  (THE PIPE WAS DUG UP TO LEVEL TO
 QP0079'THE BOLT AND RESET ON THE TILE.)  THE CAP PROJECTS ABOUT 1.3 FEET
 QP0079'ABOVE GROUND.  SE 1/4, SEC 4, T 36, R 31.
 QP0079
 QP0079                          STATION RECOVERY (1976)
 QP0079
 QP0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0079'1.3 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION OF COUNTY
 QP0079'ROAD 29, THENCE 0.4 MILE NORTH ALONG COUNTY ROAD 55, AT THE JUNCTION
 QP0079'OF A DRIVEWAY LEADING WEST TO FIRE NUMBER 123, 37 FT. WEST OF THE
 QP0079'CENTER LINE OF THE ROAD, 42 FT. NORTH OF THE CENTER LINE OF THE DRIVE,
 QP0079'45 FT. SOUTH-SOUTHWEST OF POWER LINE POLE NUMBER 27, 84.5 FT.
 QP0079'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE ATTACHED TO A HOUSE,
 QP0079'A COPPER BOLT SET IN A TILE SLAB ABOUT 3 FT. BELOW THE LEVEL OF
 QP0079'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 3.5-INCH IRON PIPE
 QP0079'BEARING A CAP WHICH PROJECTS 1.3 FT. ABOVE THE GROUND.
 QP0079'NOTE, ONLY THE CAP WAS LEVELED DURING THE 1976 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0380 ***********************************************************************
 SK0380  DESIGNATION -  2910 A
 SK0380  PID         -  SK0380
 SK0380  STATE/COUNTY-  MN/HUBBARD
 SK0380  COUNTRY     -  US
 SK0380  USGS QUAD   -  LAKE ITASCA (1972)
 SK0380
 SK0380                         *CURRENT SURVEY CONTROL
 SK0380  ______________________________________________________________________
 SK0380* NAD 83(2007) POSITION- 47 14 26.12572(N) 095 10 08.29352(W)   ADJUSTED  
 SK0380* NAD 83(2007) ELLIP HT-   448.919 (meters)        (02/10/07)   ADJUSTED
 SK0380* NAD 83(2007) EPOCH   -  2002.00
 SK0380* NAVD 88 ORTHO HEIGHT -   476.337  (meters)    1562.78  (feet) ADJUSTED  
 SK0380  ______________________________________________________________________
 SK0380  NAD 83(2007) X  -   -390,859.789 (meters)                     COMP
 SK0380  NAD 83(2007) Y  - -4,320,749.793 (meters)                     COMP
 SK0380  NAD 83(2007) Z  -  4,660,294.819 (meters)                     COMP
 SK0380  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC09
 SK0380  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 SK0380  DYNAMIC HEIGHT  -        476.377 (meters)     1562.91  (feet) COMP
 SK0380  MODELED GRAVITY -    980,682.8   (mgal)                       NAVD 88
 SK0380
 SK0380  VERT ORDER      -  SECOND    CLASS I
 SK0380
 SK0380  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0380  Type                                         Horiz  Ellip  Dist(km)
 SK0380  -------------------------------------------------------------------
 SK0380  NETWORK                                       1.27   1.55
 SK0380  -------------------------------------------------------------------
 SK0380  MEDIAN LOCAL ACCURACY AND DIST (004 points)   1.28   1.56      2.05
 SK0380  -------------------------------------------------------------------
 SK0380  NOTE: Click here for information on individual local accuracy
 SK0380  values and other accuracy information.
 SK0380
 SK0380
 SK0380.The horizontal coordinates were established by GPS observations
 SK0380.and adjusted by the National Geodetic Survey in February 2007.
 SK0380
 SK0380.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0380.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0380
 SK0380.The horizontal coordinates are valid at the epoch date displayed above
 SK0380.which is a decimal equivalence of Year/Month/Day.
 SK0380
 SK0380.The orthometric height was determined by differential leveling and
 SK0380.adjusted in June 1991.
 SK0380
 SK0380.Photographs are available for this station.
 SK0380
 SK0380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0380
 SK0380.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0380
 SK0380.The ellipsoidal height was determined by GPS observations
 SK0380.and is referenced to NAD 83.
 SK0380
 SK0380.The dynamic height is computed by dividing the NAVD 88
 SK0380.geopotential number by the normal gravity value computed on the
 SK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0380.degrees latitude (g = 980.6199 gals.).
 SK0380
 SK0380.The modeled gravity was interpolated from observed gravity values.
 SK0380
 SK0380. The following values were computed from the NAD 83(2007) position.
 SK0380
 SK0380;                    North         East     Units Scale Factor Converg.
 SK0380;SPC MN C     -   349,451.574   730,419.424   MT  1.00004726   -0 39 53.2
 SK0380;SPC MN C     - 1,146,492.37  2,396,384.39   sFT  1.00004726   -0 39 53.2
 SK0380;UTM  15      - 5,234,182.380   335,847.462   MT  0.99993117   -1 35 34.2
 SK0380
 SK0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0380!SPC MN C     -   0.99992964  x   1.00004726  =   0.99997690
 SK0380!UTM  15      -   0.99992964  x   0.99993117  =   0.99986081
 SK0380
 SK0380|---------------------------------------------------------------------|
 SK0380| PID    Reference Object                     Distance      Geod. Az  |
 SK0380|                                                           dddmmss.s |
 SK0380| AF9204 SALL                                121.312 METERS 13825     |
 SK0380|---------------------------------------------------------------------|
 SK0380
 SK0380                          SUPERSEDED SURVEY CONTROL
 SK0380
 SK0380  NAD 83(1996)-  47 14 26.12546(N)    095 10 08.29333(W) AD(       ) 1
 SK0380  ELLIP H (07/17/98)  448.923  (m)                       GP(       ) 4 1
 SK0380  NAVD 88 (07/17/98)  476.34   (m)         1562.8    (f) LEVELING    3  
 SK0380  NGVD 29 (??/??/92)  476.042  (m)         1561.81   (f) ADJ UNCH    2 0
 SK0380
 SK0380.Superseded values are not recommended for survey control.
 SK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0380.See file dsdata.txt to determine how the superseded data were derived.
 SK0380
 SK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN3584734182(NAD 83)
 SK0380
 SK0380_MARKER: DB = BENCH MARK DISK
 SK0380_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0380_SP_SET: MONUMENT
 SK0380_STAMPING: 2910 A 1972
 SK0380_MARK LOGO: MNHD  
 SK0380_PROJECTION: RECESSED 3 CENTIMETERS
 SK0380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0380+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 SK0380
 SK0380  HISTORY     - Date     Condition        Report By
 SK0380  HISTORY     - 1972     MONUMENTED       MNHD
 SK0380  HISTORY     - 19920826 GOOD             MNDT
 SK0380  HISTORY     - 19971118 GOOD             MNDT
 SK0380  HISTORY     - 20061206 GOOD             MNDT
 SK0380
 SK0380                          STATION DESCRIPTION
 SK0380
 SK0380'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0380'2.2 MI SE FROM LAKE ITASCA.
 SK0380'MARK IS LOCATED 2.25 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0380'OF T.H. 200 AND COUNTY ROAD 38 (NO. 2 NORTH) IN LAKE ITASCA, 4 MILES
 SK0380'NORTHWEST OF THE EAST ENTRANCE (COUNTY ROAD 48) TO ITASCA STATE PARK,
 SK0380'0.1 MILES NORTHWEST OF A EAST-WEST TOWNSHIP ROAD, 61.7 FEET NORTHEAST
 SK0380'OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE POINT
 SK0380'87.05, 38.5 FEET NORTH-NORTHEAST OF A HIGHWAY INFORMATION SIGN
 SK0380'CLEARWATER COUNTY - MAINT. AREA 2A, 16.9 FEET NORTH OF THE CENTER OF A
 SK0380'FORESTRY SIGN ENTERING WHITE EARTH STATE FOREST, 0.7 FEET SOUTHWEST OF
 SK0380'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 SK0380'WITH THE GROUND.  SW 1/4 SECTION 31, T 144, R 35.
 SK0380
 SK0380                          STATION RECOVERY (1992)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SK0380'RECOVERED AS DESCRIBED.
 SK0380
 SK0380                          STATION RECOVERY (1997)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 SK0380'THE MARK WAS RECOVERED AS DESCRIBED.
 SK0380
 SK0380                          STATION RECOVERY (2006)
 SK0380
 SK0380'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 SK0380'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) EAST-SOUTHEAST OF ZERKEL,
 SK0380'10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF ALIDA AND 8.7 MI (14.0 KM)
 SK0380'WEST-NORTHWEST OF LAKE GEORGE.
 SK0380' 
 SK0380'2.25 MI (3.6 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 200 AND
 SK0380'COUNTY ROAD 38-CO ROAD 2 IN LAKE ITASCA, 0.1 MI (0.2 KM) NORTHWEST OF
 SK0380'EAST-WEST TOWNSHIP ROAD, 61.7 FT (18.8 M) NORTHEAST OF TRUNK HIGHWAY
 SK0380'200, AT TRUNK HIGHWAY 200 MILE POINT 87.05, 38.5 FT (11.7 M)
 SK0380'NORTH-NORTHEAST OF HIGHWAY SIGN, 0.7 FT (0.2 M) SOUTHWEST OF A WITNESS
 SK0380'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0381 ***********************************************************************
 SK0381  DESIGNATION -  2910 B
 SK0381  PID         -  SK0381
 SK0381  STATE/COUNTY-  MN/HUBBARD
 SK0381  COUNTRY     -  US
 SK0381  USGS QUAD   -  LAKE ITASCA (1972)
 SK0381
 SK0381                         *CURRENT SURVEY CONTROL
 SK0381  ______________________________________________________________________
 SK0381* NAD 83(1986) POSITION- 47 13 28.     (N) 095 09 39.     (W)   SCALED    
 SK0381* NAVD 88 ORTHO HEIGHT -   454.916  (meters)    1492.50  (feet) ADJUSTED  
 SK0381  ______________________________________________________________________
 SK0381  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 SK0381  DYNAMIC HEIGHT  -        454.955 (meters)     1492.63  (feet) COMP
 SK0381  MODELED GRAVITY -    980,683.5   (mgal)                       NAVD 88
 SK0381
 SK0381  VERT ORDER      -  SECOND    CLASS I
 SK0381
 SK0381.The horizontal coordinates were scaled from a topographic map and have
 SK0381.an estimated accuracy of +/- 6 seconds.
 SK0381.
 SK0381.The orthometric height was determined by differential leveling and
 SK0381.adjusted in June 1991.
 SK0381
 SK0381.The dynamic height is computed by dividing the NAVD 88
 SK0381.geopotential number by the normal gravity value computed on the
 SK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0381.degrees latitude (g = 980.6199 gals.).
 SK0381
 SK0381.The modeled gravity was interpolated from observed gravity values.
 SK0381
 SK0381;                    North         East    Units  Estimated Accuracy
 SK0381;SPC MN C     -   347,650.      731,020.      MT  (+/- 180 meters Scaled)
 SK0381
 SK0381                          SUPERSEDED SURVEY CONTROL
 SK0381
 SK0381  NGVD 29 (??/??/92)  454.624  (m)         1491.55   (f) ADJ UNCH    2 0
 SK0381
 SK0381.Superseded values are not recommended for survey control.
 SK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0381.See file dsdata.txt to determine how the superseded data were derived.
 SK0381
 SK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN364323(NAD 83)
 SK0381
 SK0381_MARKER: DB = BENCH MARK DISK
 SK0381_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0381_SP_SET: MONUMENT
 SK0381_STAMPING: 2910 B 1972
 SK0381_MARK LOGO: MNDT  
 SK0381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0381+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1992
 SK0381
 SK0381  HISTORY     - Date     Condition        Report By
 SK0381  HISTORY     - 1972     MONUMENTED       MNDT
 SK0381  HISTORY     - 19920826 GOOD             MNDT
 SK0381
 SK0381                          STATION DESCRIPTION
 SK0381
 SK0381'DESCRIBED BY MN DEPT OF TRANSP 1972
 SK0381'3.0 MI SE FROM LAKE ITASCA.
 SK0381'MARK IS LOCATED 3.25 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0381'OF T.H. 200 AND COUNTY ROAD 38 (NO. 2 NORTH) IN LAKE ITASCA, 2.1 MILES
 SK0381'NORTH OF THE EAST ENTRANCE (COUNTY ROAD 48) TO ITASCA STATE PARK, 1.1
 SK0381'MILES SOUTHEAST OF THE CLEARWATER-HUBBARD COUNTY LINE, 72.6 FEET
 SK0381'SOUTHWEST OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF T.H. 200 AT MILE
 SK0381'POINT 88.15, 9 FEET SOUTHEAST OF THE CENTER OF A TRAIL WEST, 1.2 FEET
 SK0381'SOUTH OF THE SOUTH FACE OF A 12 INCH WOOD GATE POST, 0.9 FEET EAST OF
 SK0381'A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH
 SK0381'WITH THE GROUND.  NW 1/4 SECTION 7, T 143, R 35.
 SK0381
 SK0381                          STATION RECOVERY (1992)
 SK0381
 SK0381'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SK0381'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0383 ***********************************************************************
 SK0383  DESIGNATION -  2910 C
 SK0383  PID         -  SK0383
 SK0383  STATE/COUNTY-  MN/HUBBARD
 SK0383  COUNTRY     -  US
 SK0383  USGS QUAD   -  LAKE ITASCA (1972)
 SK0383
 SK0383                         *CURRENT SURVEY CONTROL
 SK0383  ______________________________________________________________________
 SK0383* NAD 83(1986) POSITION- 47 13 08.     (N) 095 08 56.     (W)   SCALED    
 SK0383* NAVD 88 ORTHO HEIGHT -   472.884  (meters)    1551.45  (feet) ADJUSTED  
 SK0383  ______________________________________________________________________
 SK0383  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 SK0383  DYNAMIC HEIGHT  -        472.925 (meters)     1551.59  (feet) COMP
 SK0383  MODELED GRAVITY -    980,685.4   (mgal)                       NAVD 88
 SK0383
 SK0383  VERT ORDER      -  SECOND    CLASS I
 SK0383
 SK0383.The horizontal coordinates were scaled from a topographic map and have
 SK0383.an estimated accuracy of +/- 6 seconds.
 SK0383.
 SK0383.The orthometric height was determined by differential leveling and
 SK0383.adjusted in June 1991.
 SK0383
 SK0383.The dynamic height is computed by dividing the NAVD 88
 SK0383.geopotential number by the normal gravity value computed on the
 SK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0383.degrees latitude (g = 980.6199 gals.).
 SK0383
 SK0383.The modeled gravity was interpolated from observed gravity values.
 SK0383
 SK0383;                    North         East    Units  Estimated Accuracy
 SK0383;SPC MN C     -   347,020.      731,910.      MT  (+/- 180 meters Scaled)
 SK0383
 SK0383                          SUPERSEDED SURVEY CONTROL
 SK0383
 SK0383  NGVD 29 (??/??/92)  472.593  (m)         1550.50   (f) ADJ UNCH    2 0
 SK0383
 SK0383.Superseded values are not recommended for survey control.
 SK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0383.See file dsdata.txt to determine how the superseded data were derived.
 SK0383
 SK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN373317(NAD 83)
 SK0383
 SK0383_MARKER: DB = BENCH MARK DISK
 SK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0383_SP_SET: MONUMENT
 SK0383_STAMPING: 2910 C 1972
 SK0383_MARK LOGO: MNHD  
 SK0383_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0383+STABILITY: SURFACE MOTION
 SK0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0383+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1998
 SK0383
 SK0383  HISTORY     - Date     Condition        Report By
 SK0383  HISTORY     - 1972     MONUMENTED       MNHD
 SK0383  HISTORY     - 19920826 GOOD             MNDT
 SK0383  HISTORY     - 19980610 GOOD             MNDT
 SK0383
 SK0383                          STATION DESCRIPTION
 SK0383
 SK0383'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0383'4.1 MI SE FROM LAKE ITASCA.
 SK0383'MARK IS LOCATED 4.2 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0383'OF T.H. 200 AND COUNTY ROAD 38 (NO. 2 NORTH), IN LAKE ITASCA, 1.1
 SK0383'MILES NORTH OF THE EAST ENTRANCE (COUNTY ROAD 48) TO ITASCA STATE
 SK0383'PARK, 58 FEET NORTHEAST OF, AND 3 FEET HIGHER THAN THE CENTERLINE OF
 SK0383'T.H. 200, 78.5 FEET EAST OF T.H. 200 MILE POST NO. 89, 0.8 FEET WEST
 SK0383'OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT
 SK0383'PROJECTING 4 INCHES ABOVE GROUND.  SW 1/4 SECTION 8, T 143, R 35.
 SK0383
 SK0383                          STATION RECOVERY (1992)
 SK0383
 SK0383'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SK0383'RECOVERED AS DESCRIBED.
 SK0383
 SK0383                          STATION RECOVERY (1998)
 SK0383
 SK0383'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0383'THE MARK WAS RECOVERED AS DESCRIBED, 2.1 MI (3.4 KM) NORTH OF EAST
 SK0383'PARK ENT (CO RD 123).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0384 ***********************************************************************
 SK0384  DESIGNATION -  2910 D
 SK0384  PID         -  SK0384
 SK0384  STATE/COUNTY-  MN/HUBBARD
 SK0384  COUNTRY     -  US
 SK0384  USGS QUAD   -  LAKE ITASCA (1972)
 SK0384
 SK0384                         *CURRENT SURVEY CONTROL
 SK0384  ______________________________________________________________________
 SK0384* NAD 83(1986) POSITION- 47 12 13.     (N) 095 08 44.     (W)   SCALED    
 SK0384* NAVD 88 ORTHO HEIGHT -   468.210  (meters)    1536.12  (feet) ADJUSTED  
 SK0384  ______________________________________________________________________
 SK0384  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 SK0384  DYNAMIC HEIGHT  -        468.251 (meters)     1536.25  (feet) COMP
 SK0384  MODELED GRAVITY -    980,685.6   (mgal)                       NAVD 88
 SK0384
 SK0384  VERT ORDER      -  SECOND    CLASS I
 SK0384
 SK0384.The horizontal coordinates were scaled from a topographic map and have
 SK0384.an estimated accuracy of +/- 6 seconds.
 SK0384.
 SK0384.The orthometric height was determined by differential leveling and
 SK0384.adjusted in June 1991.
 SK0384
 SK0384.The dynamic height is computed by dividing the NAVD 88
 SK0384.geopotential number by the normal gravity value computed on the
 SK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0384.degrees latitude (g = 980.6199 gals.).
 SK0384
 SK0384.The modeled gravity was interpolated from observed gravity values.
 SK0384
 SK0384;                    North         East    Units  Estimated Accuracy
 SK0384;SPC MN C     -   345,320.      732,150.      MT  (+/- 180 meters Scaled)
 SK0384
 SK0384                          SUPERSEDED SURVEY CONTROL
 SK0384
 SK0384  NGVD 29 (??/??/92)  467.921  (m)         1535.17   (f) ADJ UNCH    2 0
 SK0384
 SK0384.Superseded values are not recommended for survey control.
 SK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0384.See file dsdata.txt to determine how the superseded data were derived.
 SK0384
 SK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN375300(NAD 83)
 SK0384
 SK0384_MARKER: DB = BENCH MARK DISK
 SK0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK0384_SP_SET: MONUMENT
 SK0384_STAMPING: 2910 D 1972
 SK0384_MARK LOGO: MNHD  
 SK0384_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0384+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1998
 SK0384
 SK0384  HISTORY     - Date     Condition        Report By
 SK0384  HISTORY     - 1972     MONUMENTED       MNHD
 SK0384  HISTORY     - 19920826 GOOD             MNDT
 SK0384  HISTORY     - 19930401 GOOD             MNDT
 SK0384  HISTORY     - 19980610 GOOD             MNDT
 SK0384
 SK0384                          STATION DESCRIPTION
 SK0384
 SK0384'DESCRIBED BY MN HIGHWAY DEPT 1972
 SK0384'4.6 MI SE FROM LAKE ITASCA.
 SK0384'MARK IS LOCATED 5.2 MILES SOUTHEAST ALONG T.H. 200 FROM THE JUNCTION
 SK0384'OF T.H. 200 AND COUNTY ROAD 38 (NO. 2 NORTH), IN LAKE ITASCA, 1.2
 SK0384'MILES NORTH OF THE EAST ENTRANCE (COUNTY ROAD 48), TO ITASCA STATE
 SK0384'PARK, 163 FEET SOUTH-SOUTHEAST OF T.H. 200 MILE POST NO. 90, 81 FEET
 SK0384'NORTH OF THE NORTHEAST CORNER OF THE PARK BOUNDRY SIGN STATE PARK, 56
 SK0384'FEET NORTH OF THE CENTER OF THE PARK ROAD WEST, 49.7 FEET WEST OF, AND
 SK0384'2 FEET HIGHER THAN THE CENTERLINE OF T.H. 200, 1 FOOT EAST OF A STEEL
 SK0384'WITNESS POST IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 SK0384'GROUND.  NW 1/4 SECTION 17, T 143, R 35.
 SK0384
 SK0384                          STATION RECOVERY (1992)
 SK0384
 SK0384'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 SK0384'THE MARK WAS RECOVERED IN GOOD CONDITION.  CHANGES AND ADDITIONS, 613
 SK0384'FT (186.8 M) SSW OF MP 90 SIGN POST AND ACROSS FROM GRANPA BAYN PARK.
 SK0384
 SK0384                          STATION RECOVERY (1993)
 SK0384
 SK0384'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 SK0384'THE MARK WAS RECOVERED AS DESCRIBED EXCEPT CO RD 48 IS NOW CO RD 123.
 SK0384'RECESSED 2 INCHES.
 SK0384
 SK0384                          STATION RECOVERY (1998)
 SK0384
 SK0384'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 SK0384'THE MARK WAS RECOVERED AS DESCRIBED, 1.2 MI (1.9 KM) NORTH OF EAST
 SK0384'PARK ENT (CO RD 123).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0501 ***********************************************************************
 SK0501  DESIGNATION -  2912 B
 SK0501  PID         -  SK0501
 SK0501  STATE/COUNTY-  MN/HUBBARD
 SK0501  COUNTRY     -  US
 SK0501  USGS QUAD   -  ANDRUSIA LAKE (1996)
 SK0501
 SK0501                         *CURRENT SURVEY CONTROL
 SK0501  ______________________________________________________________________
 SK0501* NAD 83(1986) POSITION- 47 23 42.4    (N) 094 44 15.5    (W)   HD_HELD2  
 SK0501* NAVD 88 ORTHO HEIGHT -   406.829  (meters)    1334.74  (feet) ADJUSTED  
 SK0501  ______________________________________________________________________
 SK0501  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 SK0501  DYNAMIC HEIGHT  -        406.869 (meters)     1334.87  (feet) COMP
 SK0501  MODELED GRAVITY -    980,698.9   (mgal)                       NAVD 88
 SK0501
 SK0501  VERT ORDER      -  FIRST     CLASS II
 SK0501
 SK0501.The horizontal coordinates were established by autonomous hand held GPS
 SK0501.observations and have an estimated accuracy of +/- 10 meters.
 SK0501.
 SK0501.The orthometric height was determined by differential leveling and
 SK0501.adjusted in June 1991.
 SK0501
 SK0501.The dynamic height is computed by dividing the NAVD 88
 SK0501.geopotential number by the normal gravity value computed on the
 SK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0501.degrees latitude (g = 980.6199 gals.).
 SK0501
 SK0501.The modeled gravity was interpolated from observed gravity values.
 SK0501
 SK0501;                    North         East    Units  Estimated Accuracy
 SK0501;SPC MN C     -   366,342.      763,183.      MT  (+/- 10 meters HH2 GPS)
 SK0501
 SK0501                          SUPERSEDED SURVEY CONTROL
 SK0501
 SK0501.No superseded survey control is available for this station.
 SK0501
 SK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6887350536(NAD 83)
 SK0501
 SK0501_MARKER: DV = VERTICAL CONTROL DISK
 SK0501_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0501_SP_SET: COPPER-CLAD STEEL ROD
 SK0501_STAMPING: 2912 B 1976
 SK0501_MARK LOGO: MNDT  
 SK0501_PROJECTION: FLUSH
 SK0501_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0501+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2002
 SK0501_ROD/PIPE-DEPTH: 12.2 meters
 SK0501
 SK0501  HISTORY     - Date     Condition        Report By
 SK0501  HISTORY     - 1976     MONUMENTED       MNDT
 SK0501  HISTORY     - 1980     GOOD             NGS
 SK0501  HISTORY     - 20010814 MARK NOT FOUND   MNDT
 SK0501  HISTORY     - 20020805 GOOD             MNDT
 SK0501  HISTORY     - 20041017 GOOD             GEOCAC
 SK0501
 SK0501                          STATION DESCRIPTION
 SK0501
 SK0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 SK0501'9.7 KM (6.05 MI) WEST FROM CASS LAKE.
 SK0501'9.7 KM (6.05 MI) WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF STATE
 SK0501'HIGHWAY 371 IN CASS LAKE, AT THE JUNCTION OF A TRACK ROAD LEADING
 SK0501'SOUTH, 27.9 METERS (91.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 SK0501'10.7 METERS (35.0 FT) SOUTH-SOUTHWEST OF A POWERLINE POLE, 8.8 METERS
 SK0501'(29.9 FT) EAST OF A BLAZED 38-CM NORWAY PINE TREE, 4.6 METERS
 SK0501'(15.0 FT) EAST OF THE ROAD, 11.9 METERS (39.0 FT) SOUTHEAST OF A
 SK0501'RIGHT-OF-WAY MARKER.
 SK0501'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 SK0501'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SK0501
 SK0501                          STATION RECOVERY (2001)
 SK0501
 SK0501'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK0501'COULD NOT FIND IN 2001.
 SK0501
 SK0501                          STATION RECOVERY (2002)
 SK0501
 SK0501'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SK0501'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0501'TH 2 MP 123.85, RECESSED 1 IN, MAGNETIC, AND NOT SUITABLE FOR GPS DUE
 SK0501'TO TREES.  ROD DEPTH IS 40 FT.
 SK0501
 SK0501                          STATION RECOVERY (2004)
 SK0501
 SK0501'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4613 ***********************************************************************
 DF4613  DESIGNATION -  2912 E
 DF4613  PID         -  DF4613
 DF4613  STATE/COUNTY-  MN/HUBBARD
 DF4613  COUNTRY     -  US
 DF4613  USGS QUAD   -  BEMIDJI EAST (1994)
 DF4613
 DF4613                         *CURRENT SURVEY CONTROL
 DF4613  ______________________________________________________________________
 DF4613* NAD 83(2007) POSITION- 47 24 05.08972(N) 094 47 36.64313(W)   ADJUSTED  
 DF4613* NAD 83(2007) ELLIP HT-   392.853 (meters)        (02/10/07)   ADJUSTED
 DF4613* NAD 83(2007) EPOCH   -  2002.00
 DF4613* NAVD 88 ORTHO HEIGHT -   420.939  (meters)    1381.03  (feet) ADJUSTED  
 DF4613  ______________________________________________________________________
 DF4613  NAD 83(2007) X  -   -361,436.108 (meters)                     COMP
 DF4613  NAD 83(2007) Y  - -4,310,080.922 (meters)                     COMP
 DF4613  NAD 83(2007) Z  -  4,672,374.989 (meters)                     COMP
 DF4613  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC09
 DF4613  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DF4613  DYNAMIC HEIGHT  -        420.978 (meters)     1381.16  (feet) COMP
 DF4613  MODELED GRAVITY -    980,692.8   (mgal)                       NAVD 88
 DF4613
 DF4613  VERT ORDER      -  SECOND    CLASS I
 DF4613
 DF4613  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4613  Type                                         Horiz  Ellip  Dist(km)
 DF4613  -------------------------------------------------------------------
 DF4613  NETWORK                                       0.74   0.71
 DF4613  -------------------------------------------------------------------
 DF4613  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.49      1.62
 DF4613  -------------------------------------------------------------------
 DF4613  NOTE: Click here for information on individual local accuracy
 DF4613  values and other accuracy information.
 DF4613
 DF4613
 DF4613.The horizontal coordinates were established by GPS observations
 DF4613.and adjusted by the National Geodetic Survey in February 2007.
 DF4613
 DF4613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4613.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4613
 DF4613.The horizontal coordinates are valid at the epoch date displayed above
 DF4613.which is a decimal equivalence of Year/Month/Day.
 DF4613
 DF4613.The orthometric height was determined by differential leveling and
 DF4613.adjusted in August 2004.
 DF4613
 DF4613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4613
 DF4613.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4613
 DF4613.The ellipsoidal height was determined by GPS observations
 DF4613.and is referenced to NAD 83.
 DF4613
 DF4613.The dynamic height is computed by dividing the NAVD 88
 DF4613.geopotential number by the normal gravity value computed on the
 DF4613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4613.degrees latitude (g = 980.6199 gals.).
 DF4613
 DF4613.The modeled gravity was interpolated from observed gravity values.
 DF4613
 DF4613. The following values were computed from the NAD 83(2007) position.
 DF4613
 DF4613;                    North         East     Units Scale Factor Converg.
 DF4613;SPC MN C     -   367,069.834   758,969.660   MT  1.00009587   -0 23 35.4
 DF4613;SPC MN C     - 1,204,294.95  2,490,052.96   sFT  1.00009587   -0 23 35.4
 DF4613;UTM  15      - 5,251,332.705   364,673.623   MT  0.99982506   -1 19 13.5
 DF4613
 DF4613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4613!SPC MN C     -   0.99993843  x   1.00009587  =   1.00003429
 DF4613!UTM  15      -   0.99993843  x   0.99982506  =   0.99976350
 DF4613
 DF4613                          SUPERSEDED SURVEY CONTROL
 DF4613
 DF4613  NAD 83(1996)-  47 24 05.08948(N)    094 47 36.64303(W) AD(       ) 1
 DF4613  ELLIP H (07/22/03)  392.877  (m)                       GP(       ) 3 2
 DF4613  NAVD 88 (07/22/03)  420.94   (m)         1381.0    (f) LEVELING    3  
 DF4613
 DF4613.Superseded values are not recommended for survey control.
 DF4613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4613.See file dsdata.txt to determine how the superseded data were derived.
 DF4613
 DF4613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6467351332(NAD 83)
 DF4613
 DF4613_MARKER: DD = SURVEY DISK
 DF4613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4613_STAMPING: 2912 E 2001
 DF4613_MARK LOGO: MNDT  
 DF4613_PROJECTION: RECESSED 3 CENTIMETERS
 DF4613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4613+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2010
 DF4613
 DF4613  HISTORY     - Date     Condition        Report By
 DF4613  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4613  HISTORY     - 20101216 GOOD             MNDT
 DF4613
 DF4613                          STATION DESCRIPTION
 DF4613
 DF4613'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4613'THE MARK IS 4.5 MI (7.2 KM) SE OF BEMIDJI, 4.25 MI (6.84 KM) SE ALONG
 DF4613'TH 2 FROM JCT OF TH 2 AND TH 71 IN BEMIDJI, AT TH 2 MP 121.15, 142.8
 DF4613'FT (43.5 M) NE OF WB TH 2, 61.6 FT (18.8 M) SE OF DRIVEWAY, 2.7 FT
 DF4613'(0.8 M) SW OF FENCE, 1.1 FT (0.3 M) SE OF WIT POST, RECESSED 1 INCH,
 DF4613'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
 DF4613
 DF4613                          STATION RECOVERY (2010)
 DF4613
 DF4613'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF4613'4.5 MILES SOUTHEAST OF BEMIDJI, 4.25 MILES SOUTHEAST ALONG TRUNK
 DF4613'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 71 IN
 DF4613'BEMIDJI, AT TRUNK HIGHWAY 2 MILEPOINT 121.15, 142.8 FEET NORTHEAST OF
 DF4613'WESTBOUND TRUNK HIGHWAY 2, 61.6 FEET SOUTHEAST OF DRIVEWAY, 2.7 FEET
 DF4613'SOUTHWEST OF FENCE, 1.1 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4610 ***********************************************************************
 DF4610  DESIGNATION -  2912 F
 DF4610  PID         -  DF4610
 DF4610  STATE/COUNTY-  MN/HUBBARD
 DF4610  COUNTRY     -  US
 DF4610  USGS QUAD   -  ANDRUSIA LAKE (1996)
 DF4610
 DF4610                         *CURRENT SURVEY CONTROL
 DF4610  ______________________________________________________________________
 DF4610* NAD 83(2007) POSITION- 47 23 45.43936(N) 094 43 06.38101(W)   ADJUSTED  
 DF4610* NAD 83(2007) ELLIP HT-   381.521 (meters)        (02/10/07)   ADJUSTED
 DF4610* NAD 83(2007) EPOCH   -  2002.00
 DF4610* NAVD 88 ORTHO HEIGHT -   409.614  (meters)    1343.88  (feet) ADJUSTED  
 DF4610  ______________________________________________________________________
 DF4610  NAD 83(2007) X  -   -355,824.556 (meters)                     COMP
 DF4610  NAD 83(2007) Y  - -4,310,988.368 (meters)                     COMP
 DF4610  NAD 83(2007) Z  -  4,671,955.843 (meters)                     COMP
 DF4610  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC09
 DF4610  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF4610  DYNAMIC HEIGHT  -        409.655 (meters)     1344.01  (feet) COMP
 DF4610  MODELED GRAVITY -    980,699.6   (mgal)                       NAVD 88
 DF4610
 DF4610  VERT ORDER      -  SECOND    CLASS I
 DF4610
 DF4610  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4610  Type                                         Horiz  Ellip  Dist(km)
 DF4610  -------------------------------------------------------------------
 DF4610  NETWORK                                       0.84   0.82
 DF4610  -------------------------------------------------------------------
 DF4610  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.67   0.74      2.74
 DF4610  -------------------------------------------------------------------
 DF4610  NOTE: Click here for information on individual local accuracy
 DF4610  values and other accuracy information.
 DF4610
 DF4610
 DF4610.The horizontal coordinates were established by GPS observations
 DF4610.and adjusted by the National Geodetic Survey in February 2007.
 DF4610
 DF4610.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4610.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4610
 DF4610.The horizontal coordinates are valid at the epoch date displayed above
 DF4610.which is a decimal equivalence of Year/Month/Day.
 DF4610
 DF4610.The orthometric height was determined by differential leveling and
 DF4610.adjusted in August 2004.
 DF4610
 DF4610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4610
 DF4610.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4610
 DF4610.The ellipsoidal height was determined by GPS observations
 DF4610.and is referenced to NAD 83.
 DF4610
 DF4610.The dynamic height is computed by dividing the NAVD 88
 DF4610.geopotential number by the normal gravity value computed on the
 DF4610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4610.degrees latitude (g = 980.6199 gals.).
 DF4610
 DF4610.The modeled gravity was interpolated from observed gravity values.
 DF4610
 DF4610. The following values were computed from the NAD 83(2007) position.
 DF4610
 DF4610;                    North         East     Units Scale Factor Converg.
 DF4610;SPC MN C     -   366,426.722   764,633.331   MT  1.00009409   -0 20 19.9
 DF4610;SPC MN C     - 1,202,185.00  2,508,634.52   sFT  1.00009409   -0 20 19.9
 DF4610;UTM  15      - 5,250,598.281   370,324.575   MT  0.99980666   -1 15 54.1
 DF4610
 DF4610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4610!SPC MN C     -   0.99994020  x   1.00009409  =   1.00003429
 DF4610!UTM  15      -   0.99994020  x   0.99980666  =   0.99974687
 DF4610
 DF4610                          SUPERSEDED SURVEY CONTROL
 DF4610
 DF4610  NAD 83(1996)-  47 23 45.43904(N)    094 43 06.38084(W) AD(       ) 1
 DF4610  ELLIP H (07/22/03)  381.536  (m)                       GP(       ) 3 2
 DF4610  NAVD 88 (07/22/03)  409.62   (m)         1343.9    (f) LEVELING    3  
 DF4610
 DF4610.Superseded values are not recommended for survey control.
 DF4610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4610.See file dsdata.txt to determine how the superseded data were derived.
 DF4610
 DF4610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7032450598(NAD 83)
 DF4610
 DF4610_MARKER: DD = SURVEY DISK
 DF4610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4610_STAMPING: 2912 F 2001
 DF4610_MARK LOGO: MNDT  
 DF4610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4610+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4610
 DF4610  HISTORY     - Date     Condition        Report By
 DF4610  HISTORY     - 2001     MONUMENTED       MNDT
 DF4610
 DF4610                          STATION DESCRIPTION
 DF4610
 DF4610'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4610'THE MARK IS 8 MI (12.9 KM) SE OF BEMIDJI, 7.85 MI (12.63 KM) SE ALONG
 DF4610'TH 2 FROM JCT OF TH 2 AND TH 71 IN BEMIDJI, AT TH 2 MP 124.75, 189.9
 DF4610'FT (57.9 M) NORTH OF WB TH 2, 28.9 FT (8.8 M) EAST OF 307TH AVE, 1.3
 DF4610'FT (0.4 M) SOUTH OF WIT POST, RECESSED 2 INCHES, MAGNETIC, AND
 DF4610'SUITABLE FOR GPS.  ROD DEPTH IS 60 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6215 ***********************************************************************
 DE6215  DESIGNATION -  2913 A
 DE6215  PID         -  DE6215
 DE6215  STATE/COUNTY-  MN/HUBBARD
 DE6215  COUNTRY     -  US
 DE6215  USGS QUAD   -  AKELEY (1996)
 DE6215
 DE6215                         *CURRENT SURVEY CONTROL
 DE6215  ______________________________________________________________________
 DE6215* NAD 83(1986) POSITION- 47 00 30.     (N) 094 42 57.     (W)   SCALED    
 DE6215* NAVD 88 ORTHO HEIGHT -   435.721  (meters)    1429.53  (feet) ADJUSTED  
 DE6215  ______________________________________________________________________
 DE6215  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DE6215  DYNAMIC HEIGHT  -        435.754 (meters)     1429.64  (feet) COMP
 DE6215  MODELED GRAVITY -    980,677.2   (mgal)                       NAVD 88
 DE6215
 DE6215  VERT ORDER      -  SECOND    CLASS I
 DE6215
 DE6215.The horizontal coordinates were scaled from a topographic map and have
 DE6215.an estimated accuracy of +/- 6 seconds.
 DE6215.
 DE6215.The orthometric height was determined by differential leveling and
 DE6215.adjusted in August 2002.
 DE6215
 DE6215.No vertical observational check was made to the station.
 DE6215
 DE6215.The dynamic height is computed by dividing the NAVD 88
 DE6215.geopotential number by the normal gravity value computed on the
 DE6215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6215.degrees latitude (g = 980.6199 gals.).
 DE6215
 DE6215.The modeled gravity was interpolated from observed gravity values.
 DE6215
 DE6215;                    North         East    Units  Estimated Accuracy
 DE6215;SPC MN C     -   323,330.      764,580.      MT  (+/- 180 meters Scaled)
 DE6215
 DE6215                          SUPERSEDED SURVEY CONTROL
 DE6215
 DE6215.No superseded survey control is available for this station.
 DE6215
 DE6215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN695075(NAD 83)
 DE6215
 DE6215_MARKER: DB = BENCH MARK DISK
 DE6215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6215_STAMPING: 2913 A 1965
 DE6215_MARK LOGO: MNDT  
 DE6215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE6215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6215+STABILITY: SURFACE MOTION
 DE6215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6215+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1998
 DE6215
 DE6215  HISTORY     - Date     Condition        Report By
 DE6215  HISTORY     - 1965     MONUMENTED       MNDT
 DE6215  HISTORY     - 19980825 GOOD             MNDT
 DE6215
 DE6215                          STATION DESCRIPTION
 DE6215
 DE6215'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6215'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MI (0.8 KM)
 DE6215'NE OF AKELEY, 0.05 MI (0.08 KM) NORTH ALONG TH 64 FROM JCT OF TH 64
 DE6215'AND TH 34 0.5 MI (0.8 KM) NE OF AKELEY, AT TH 64 MP 49.4, 75 FT (22.9
 DE6215'M) RIGHT OF TH 64, 50.8 FT (15.5 M) NE OF EAST LEG OF ADOPT A HIGHWAY
 DE6215'SIGN, 160 FT (48.8 M) NORTH OF STATE TRAIL, MAGNETIC, NOT SUITABLE FOR
 DE6215'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE6214 ***********************************************************************
 DE6214  DESIGNATION -  2913 B
 DE6214  PID         -  DE6214
 DE6214  STATE/COUNTY-  MN/HUBBARD
 DE6214  COUNTRY     -  US
 DE6214  USGS QUAD   -  AKELEY (1996)
 DE6214
 DE6214                         *CURRENT SURVEY CONTROL
 DE6214  ______________________________________________________________________
 DE6214* NAD 83(2007) POSITION- 47 00 47.59447(N) 094 42 58.15065(W)   ADJUSTED  
 DE6214* NAD 83(2007) ELLIP HT-   406.343 (meters)        (02/10/07)   ADJUSTED
 DE6214* NAD 83(2007) EPOCH   -  2002.00
 DE6214* NAVD 88 ORTHO HEIGHT -   433.919  (meters)    1423.62  (feet) ADJUSTED  
 DE6214  ______________________________________________________________________
 DE6214  NAD 83(2007) X  -   -358,221.207 (meters)                     COMP
 DE6214  NAD 83(2007) Y  - -4,342,138.386 (meters)                     COMP
 DE6214  NAD 83(2007) Z  -  4,643,064.281 (meters)                     COMP
 DE6214  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 DE6214  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DE6214  DYNAMIC HEIGHT  -        433.953 (meters)     1423.73  (feet) COMP
 DE6214  MODELED GRAVITY -    980,677.9   (mgal)                       NAVD 88
 DE6214
 DE6214  VERT ORDER      -  SECOND    CLASS I
 DE6214
 DE6214  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE6214  Type                                         Horiz  Ellip  Dist(km)
 DE6214  -------------------------------------------------------------------
 DE6214  NETWORK                                       0.72   0.65
 DE6214  -------------------------------------------------------------------
 DE6214  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.75   0.74      1.60
 DE6214  -------------------------------------------------------------------
 DE6214  NOTE: Click here for information on individual local accuracy
 DE6214  values and other accuracy information.
 DE6214
 DE6214
 DE6214.The horizontal coordinates were established by GPS observations
 DE6214.and adjusted by the National Geodetic Survey in February 2007.
 DE6214
 DE6214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE6214.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE6214
 DE6214.The horizontal coordinates are valid at the epoch date displayed above
 DE6214.which is a decimal equivalence of Year/Month/Day.
 DE6214
 DE6214.The orthometric height was determined by differential leveling and
 DE6214.adjusted in August 2002.
 DE6214
 DE6214.No vertical observational check was made to the station.
 DE6214
 DE6214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6214
 DE6214.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE6214
 DE6214.The ellipsoidal height was determined by GPS observations
 DE6214.and is referenced to NAD 83.
 DE6214
 DE6214.The dynamic height is computed by dividing the NAVD 88
 DE6214.geopotential number by the normal gravity value computed on the
 DE6214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6214.degrees latitude (g = 980.6199 gals.).
 DE6214
 DE6214.The modeled gravity was interpolated from observed gravity values.
 DE6214
 DE6214. The following values were computed from the NAD 83(2007) position.
 DE6214
 DE6214;                    North         East     Units Scale Factor Converg.
 DE6214;SPC MN C     -   323,874.301   764,555.500   MT  0.99999217   -0 20 14.0
 DE6214;SPC MN C     - 1,062,577.60  2,508,379.17   sFT  0.99999217   -0 20 14.0
 DE6214;UTM  15      - 5,208,062.473   369,562.014   MT  0.99980911   -1 15 20.0
 DE6214
 DE6214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6214!SPC MN C     -   0.99993631  x   0.99999217  =   0.99992848
 DE6214!UTM  15      -   0.99993631  x   0.99980911  =   0.99974543
 DE6214
 DE6214:                Primary Azimuth Mark                     Grid Az
 DE6214:SPC MN C     -  AKELEY                                   184 58 05.3
 DE6214:UTM  15      -  AKELEY                                   185 53 11.3
 DE6214
 DE6214|---------------------------------------------------------------------|
 DE6214| PID    Reference Object                     Distance      Geod. Az  |
 DE6214|                                                           dddmmss.s |
 DE6214| DE6198 AKELEY                              APPROX. 0.6 KM 1843751.3 |
 DE6214|---------------------------------------------------------------------|
 DE6214
 DE6214                          SUPERSEDED SURVEY CONTROL
 DE6214
 DE6214  NAD 83(1996)-  47 00 47.59423(N)    094 42 58.15000(W) AD(       ) 1
 DE6214  ELLIP H (08/29/02)  406.353  (m)                       GP(       ) 3 1
 DE6214  NAVD 88 (08/29/02)  433.93   (m)         1423.7    (f) LEVELING    3  
 DE6214
 DE6214.Superseded values are not recommended for survey control.
 DE6214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6214.See file dsdata.txt to determine how the superseded data were derived.
 DE6214
 DE6214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6956208062(NAD 83)
 DE6214
 DE6214_MARKER: DH = HORIZONTAL CONTROL DISK
 DE6214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6214_STAMPING: 2913 B 1965
 DE6214_MARK LOGO: MNDT  
 DE6214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6214+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1999
 DE6214
 DE6214  HISTORY     - Date     Condition        Report By
 DE6214  HISTORY     - 1965     MONUMENTED       MNDT
 DE6214  HISTORY     - 19980401 GOOD             MNDT
 DE6214  HISTORY     - 19980901 GOOD             MNDT
 DE6214  HISTORY     - 19990615 GOOD             MNDT
 DE6214
 DE6214                          STATION DESCRIPTION
 DE6214
 DE6214'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 DE6214'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.75 MI (1.21
 DE6214'KM) NE OF AKELEY, 0.4 MI (0.6 KM) NORTH ALONG TH 64 FROM JCT TH 64 AND
 DE6214'TH 34 (0.5 MI NE OF AKELEY) , 75 FT (22.9 M) EAST OF TH 64, AT TH 64
 DE6214'MP 49.65 AND STA 86+00, 71 FT (21.6 M) NORTH OF ENTRANCE, 38.8 FT
 DE6214'(11.8 M) NORTH OF FENCE CORNER, 0.5 FT (15.2 CM) WEST OF WIT POST AND
 DE6214'FENCE, MAGNETIC.
 DE6214
 DE6214                          STATION RECOVERY (1998)
 DE6214
 DE6214'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 DE6214'THE MARK IS LOCATED 0.75 MI (1.21 KM) NE OF AKELEY, 0.4 MI (0.6 KM)
 DE6214'NORTH ON TH 64 FROM NE JCT OF TH 34, 75 FT (22.9 M) EAST OF TH 64, AT
 DE6214'TH 64 MP 49.65 AND STA 86+00, 71 FT (21.6 M) NORTH OF ENTRANCE, 38.8
 DE6214'FT (11.8 M) NORTH OF FENCE CORNER, 0.5 FT (15.2 CM) WEST OF WIT POST
 DE6214'AND FENCE.
 DE6214
 DE6214                          STATION RECOVERY (1999)
 DE6214
 DE6214'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 DE6214'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9399 ***********************************************************************
 DJ9399  DESIGNATION -  2913 P 1
 DJ9399  PID         -  DJ9399
 DJ9399  STATE/COUNTY-  MN/HUBBARD
 DJ9399  COUNTRY     -  US
 DJ9399  USGS QUAD   -  LAPORTE (1972)
 DJ9399
 DJ9399                         *CURRENT SURVEY CONTROL
 DJ9399  ______________________________________________________________________
 DJ9399* NAD 83(1986) POSITION- 47 12 58.     (N) 094 47 48.     (W)   SCALED    
 DJ9399* NAVD 88 ORTHO HEIGHT -   405.089  (meters)    1329.03  (feet) ADJUSTED  
 DJ9399  ______________________________________________________________________
 DJ9399  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DJ9399  DYNAMIC HEIGHT  -        405.128 (meters)     1329.16  (feet) COMP
 DJ9399  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 DJ9399
 DJ9399  VERT ORDER      -  SECOND    CLASS I
 DJ9399
 DJ9399.The horizontal coordinates were scaled from a topographic map and have
 DJ9399.an estimated accuracy of +/- 6 seconds.
 DJ9399.
 DJ9399.The orthometric height was determined by differential leveling and
 DJ9399.adjusted in July 2008.
 DJ9399
 DJ9399.The dynamic height is computed by dividing the NAVD 88
 DJ9399.geopotential number by the normal gravity value computed on the
 DJ9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9399.degrees latitude (g = 980.6199 gals.).
 DJ9399
 DJ9399.The modeled gravity was interpolated from observed gravity values.
 DJ9399
 DJ9399;                    North         East    Units  Estimated Accuracy
 DJ9399;SPC MN C     -   346,470.      758,590.      MT  (+/- 180 meters Scaled)
 DJ9399
 DJ9399                          SUPERSEDED SURVEY CONTROL
 DJ9399
 DJ9399.No superseded survey control is available for this station.
 DJ9399
 DJ9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN639307(NAD 83)
 DJ9399
 DJ9399_MARKER: DV = VERTICAL CONTROL DISK
 DJ9399_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DJ9399+WITH SETTING: INFORMATION.
 DJ9399_STAMPING: 2913 P 1 1991
 DJ9399_MARK LOGO: MNDT  
 DJ9399_PROJECTION: FLUSH
 DJ9399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ9399+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2002
 DJ9399
 DJ9399  HISTORY     - Date     Condition        Report By
 DJ9399  HISTORY     - 1991     MONUMENTED       MNDT
 DJ9399  HISTORY     - 20020819 GOOD             MNDT
 DJ9399
 DJ9399                          STATION DESCRIPTION
 DJ9399
 DJ9399'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DJ9399'THE MARK IS A STANDARD MNDT VERTICAL CONTROL DISK SET ATOP A ROD OF AN
 DJ9399'UNKNOWN DEPTH 2.0 MI (3.2 KM) WEST OF LAPORTE AT THE JUNCTION OF TH 64
 DJ9399'AND TH 200, AT TH 200 MILEPOST 109.6, 181.9 FT (55.4 M) NORTH OF TH
 DJ9399'200, 46.7 FT (14.2 M) WEST OF TELEPHONE PEDESTAL, 89.0 FT (27.1 M)
 DJ9399'EAST OF A GAS LINE MARKER, 0.7 FT (21.3 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0083 ***********************************************************************
 QP0083  DESIGNATION -  292/2 BOLT
 QP0083  PID         -  QP0083
 QP0083  STATE/COUNTY-  MN/BENTON
 QP0083  COUNTRY     -  US
 QP0083  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0083
 QP0083                         *CURRENT SURVEY CONTROL
 QP0083  ______________________________________________________________________
 QP0083* NAD 83(1986) POSITION- 45 40 03.     (N) 094 11 25.     (W)   SCALED    
 QP0083* NAVD 88 ORTHO HEIGHT -   311.95   (+/-2cm)    1023.5   (feet) VERTCON   
 QP0083  ______________________________________________________________________
 QP0083  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP0083  VERT ORDER      -  ? (See Below)
 QP0083
 QP0083.The horizontal coordinates were scaled from a topographic map and have
 QP0083.an estimated accuracy of +/- 6 seconds.
 QP0083.
 QP0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0083
 QP0083.The vertical order pertains to the NGVD 29 superseded value.
 QP0083
 QP0083;                    North         East    Units  Estimated Accuracy
 QP0083;SPC MN C     -   174,190.      804,650.      MT  (+/- 180 meters Scaled)
 QP0083
 QP0083                          SUPERSEDED SURVEY CONTROL
 QP0083
 QP0083  NGVD 29 (??/??/92)  311.832  (m)         1023.07   (f) ADJ UNCH       
 QP0083
 QP0083.Superseded values are not recommended for survey control.
 QP0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0083.See file dsdata.txt to determine how the superseded data were derived.
 QP0083
 QP0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL072577(NAD 83)
 QP0083
 QP0083_MARKER: B = BOLT
 QP0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0083_SP_SET: TILE
 QP0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0083
 QP0083  HISTORY     - Date     Condition        Report By
 QP0083  HISTORY     - UNK      MONUMENTED       MRC
 QP0083  HISTORY     - 1934     GOOD             CGS
 QP0083
 QP0083                          STATION DESCRIPTION
 QP0083
 QP0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0083'3.25 MI N FROM SARTELL.
 QP0083'3-1/4 MILES UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM THE
 QP0083'PAPER MILL AT SARTELL, ABOUT 412 YARDS SOUTH OF THE SOUTH END OF A
 QP0083'LARGE GRANITE MOUND KNOWN AS LITTLE ROCK ABOUT 650 YARDS BACK FROM THE
 QP0083'RIVER BANK, ON A WINDING ROAD CURVING NORTHEAST AND SOUTHEAST AT THIS
 QP0083'LOCALITY, ABOUT 400 FEET DOWNSTREAM FROM A FENCE CORNER, 200 FEET
 QP0083'DOWNSTREAM FROM A LARGE GRANITE BOULDER VERY CLOSE TO THE ROAD, AND 33
 QP0083'FEET WEST OF THE CENTER LINE OF THE ROAD.  THERE ARE LARGE OUTCROPS OF
 QP0083'GRANITE ON THE EAST SIDE OF THE ROAD NEARBY.  THE TOP OF A COPPER BOLT
 QP0083'LEADED IN A TILE, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 QP0083'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0082 ***********************************************************************
 QP0082  DESIGNATION -  292/2 CAP
 QP0082  PID         -  QP0082
 QP0082  STATE/COUNTY-  MN/BENTON
 QP0082  COUNTRY     -  US
 QP0082  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0082
 QP0082                         *CURRENT SURVEY CONTROL
 QP0082  ______________________________________________________________________
 QP0082* NAD 83(1986) POSITION- 45 40 03.     (N) 094 11 25.     (W)   SCALED    
 QP0082* NAVD 88 ORTHO HEIGHT -   313.206  (meters)    1027.58  (feet) ADJUSTED  
 QP0082  ______________________________________________________________________
 QP0082  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP0082  DYNAMIC HEIGHT  -        313.203 (meters)     1027.57  (feet) COMP
 QP0082  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 QP0082
 QP0082  VERT ORDER      -  FIRST     CLASS I
 QP0082
 QP0082.The horizontal coordinates were scaled from a topographic map and have
 QP0082.an estimated accuracy of +/- 6 seconds.
 QP0082.
 QP0082.The orthometric height was determined by differential leveling and
 QP0082.adjusted in June 1991.
 QP0082
 QP0082.The dynamic height is computed by dividing the NAVD 88
 QP0082.geopotential number by the normal gravity value computed on the
 QP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0082.degrees latitude (g = 980.6199 gals.).
 QP0082
 QP0082.The modeled gravity was interpolated from observed gravity values.
 QP0082
 QP0082;                    North         East    Units  Estimated Accuracy
 QP0082;SPC MN C     -   174,190.      804,650.      MT  (+/- 180 meters Scaled)
 QP0082
 QP0082                          SUPERSEDED SURVEY CONTROL
 QP0082
 QP0082  NGVD 29 (??/??/92)  313.089  (m)         1027.19   (f) ADJ UNCH    1 1
 QP0082
 QP0082.Superseded values are not recommended for survey control.
 QP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0082.See file dsdata.txt to determine how the superseded data were derived.
 QP0082
 QP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL072577(NAD 83)
 QP0082
 QP0082_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0082
 QP0082  HISTORY     - Date     Condition        Report By
 QP0082  HISTORY     - UNK      MONUMENTED       MRC
 QP0082  HISTORY     - 1934     GOOD             CGS
 QP0082  HISTORY     - 1976     GOOD             NGS
 QP0082
 QP0082                          STATION DESCRIPTION
 QP0082
 QP0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0082'3.25 MI N FROM SARTELL.
 QP0082'3-1/4 MILES UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM THE
 QP0082'PAPER MILL AT SARTELL, ABOUT 412 YARDS SOUTH OF THE SOUTH END OF A
 QP0082'LARGE GRANITE MOUND KNOWN AS LITTLE ROCK ABOUT 650 YARDS BACK FROM THE
 QP0082'RIVER BANK, ON A WINDING ROAD CURVING NORTHEAST AND SOUTHEAST AT THIS
 QP0082'LOCALITY, ABOUT 400 FEET DOWNSTREAM FROM A FENCE CORNER, 200 FEET
 QP0082'DOWNSTREAM FROM A LARGE GRANITE BOULDER VERY CLOSE TO THE ROAD, AND 33
 QP0082'FEET WEST OF THE CENTER LINE OF THE ROAD.  THERE ARE LARGE OUTCROPS OF
 QP0082'GRANITE ON THE EAST SIDE OF THE ROAD NEARBY.  A 4-INCH IRON PIPE
 QP0082'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
 QP0082
 QP0082                          STATION RECOVERY (1976)
 QP0082
 QP0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0082'1.3 MILES NORTH ALONG COUNTY ROAD 33 FROM THE JUNCTION OF COUNTY
 QP0082'ROAD 29, THENCE 2.5 MILES NORTH ALONG COUNTY ROAD 55, 0.15 MILE
 QP0082'NORTH OF THE JUNCTION OF WATAB TOWNSHIP ROAD 2 LEADING WEST, ON THE
 QP0082'OUTSIDE OF A CURVE, 284 FT. SOUTH OF THE JUNCTION OF A DRIVEWAY
 QP0082'LEADING EAST TO FIRE NUMBER 329A, 42.5 FT. WEST OF THE CENTER LINE
 QP0082'OF THE ROAD, 58.5 FT. SOUTH OF THE CENTER LINE OF A TRACK ROAD
 QP0082'LEADING WEST, 127 FT. SOUTH OF A POWER LINE POLE WITH 2 GUY WIRES,
 QP0082'A COPPER BOLT SET IN A TILE SLAB ABOUT 3 FT. BELOW THE LEVEL OF THE
 QP0082'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 QP0082'A CAP WHICH PROJECTS 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0086 ***********************************************************************
 QP0086  DESIGNATION -  293/2 BOLT
 QP0086  PID         -  QP0086
 QP0086  STATE/COUNTY-  MN/BENTON
 QP0086  COUNTRY     -  US
 QP0086  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0086
 QP0086                         *CURRENT SURVEY CONTROL
 QP0086  ______________________________________________________________________
 QP0086* NAD 83(1986) POSITION- 45 41 53.     (N) 094 12 27.     (W)   SCALED    
 QP0086* NAVD 88 ORTHO HEIGHT -   314.11   (+/-2cm)    1030.5   (feet) VERTCON   
 QP0086  ______________________________________________________________________
 QP0086  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP0086  VERT ORDER      -  ? (See Below)
 QP0086
 QP0086.The horizontal coordinates were scaled from a topographic map and have
 QP0086.an estimated accuracy of +/- 6 seconds.
 QP0086.
 QP0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0086
 QP0086.The vertical order pertains to the NGVD 29 superseded value.
 QP0086
 QP0086;                    North         East    Units  Estimated Accuracy
 QP0086;SPC MN C     -   177,590.      803,310.      MT  (+/- 180 meters Scaled)
 QP0086
 QP0086                          SUPERSEDED SURVEY CONTROL
 QP0086
 QP0086  NGVD 29 (??/??/92)  313.986  (m)         1030.14   (f) ADJ UNCH       
 QP0086
 QP0086.Superseded values are not recommended for survey control.
 QP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0086.See file dsdata.txt to determine how the superseded data were derived.
 QP0086
 QP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL059612(NAD 83)
 QP0086
 QP0086_MARKER: B = BOLT
 QP0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0086_SP_SET: TILE
 QP0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0086
 QP0086  HISTORY     - Date     Condition        Report By
 QP0086  HISTORY     - UNK      MONUMENTED       MRC
 QP0086  HISTORY     - 1934     GOOD             CGS
 QP0086
 QP0086                          STATION DESCRIPTION
 QP0086
 QP0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0086'4 MI S FROM RICE.
 QP0086'ABOUT 4 MILES SOUTH ALONG THE RIVER ROAD (COUNTY AID ROAD 21) FROM THE
 QP0086'NORTHERN PACIFIC RAILWAY STATION AT RICE, 250 FEET SOUTH OF THE
 QP0086'EAST-WEST QUARTER LINE OF SECTION 16, T 37 N, R 31 W, 100 FEET EAST OF
 QP0086'THE EAST BANK OF THE MISSISSIPPI RIVER, ON PROPERTY OF WALTER
 QP0086'ANDERSON, ABOUT 380 YARDS NORTH OF THE ANDERSON HOUSE, ON THE TOP OF A
 QP0086'SLOPE, AND IN A SMALL CLEARING.  IN 1898 THE MARK WAS REFERENCED BY
 QP0086'THE FOLLOWING BLAZED TREES-- 15-INCH OAK, 10 YARDS DISTANT IN AZIMUTH
 QP0086'197 DEGREES.  20-INCH OAK, 15 YARDS DISTANT IN AZIMUTH 287-1/2
 QP0086'DEGREES.  AND 18-INCH OAK, 16 FEET DISTANT IN AZIMUTH 26 DEGREES. THE
 QP0086'TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS
 QP0086'TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 QP0086'COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0085 ***********************************************************************
 QP0085  DESIGNATION -  293/2 CAP
 QP0085  PID         -  QP0085
 QP0085  STATE/COUNTY-  MN/BENTON
 QP0085  COUNTRY     -  US
 QP0085  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0085
 QP0085                         *CURRENT SURVEY CONTROL
 QP0085  ______________________________________________________________________
 QP0085* NAD 83(1986) POSITION- 45 41 53.     (N) 094 12 27.     (W)   SCALED    
 QP0085* NAVD 88 ORTHO HEIGHT -   315.32   (+/-2cm)    1034.5   (feet) VERTCON   
 QP0085  ______________________________________________________________________
 QP0085  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP0085  VERT ORDER      -  ? (See Below)
 QP0085
 QP0085.The horizontal coordinates were scaled from a topographic map and have
 QP0085.an estimated accuracy of +/- 6 seconds.
 QP0085.
 QP0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0085
 QP0085.The vertical order pertains to the NGVD 29 superseded value.
 QP0085
 QP0085;                    North         East    Units  Estimated Accuracy
 QP0085;SPC MN C     -   177,590.      803,310.      MT  (+/- 180 meters Scaled)
 QP0085
 QP0085                          SUPERSEDED SURVEY CONTROL
 QP0085
 QP0085  NGVD 29 (??/??/92)  315.197  (m)         1034.11   (f) ADJ UNCH       
 QP0085
 QP0085.Superseded values are not recommended for survey control.
 QP0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0085.See file dsdata.txt to determine how the superseded data were derived.
 QP0085
 QP0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL059612(NAD 83)
 QP0085
 QP0085_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0085_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0085_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0085
 QP0085  HISTORY     - Date     Condition        Report By
 QP0085  HISTORY     - UNK      MONUMENTED       MRC
 QP0085  HISTORY     - 1934     GOOD             CGS
 QP0085
 QP0085                          STATION DESCRIPTION
 QP0085
 QP0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0085'4 MI S FROM RICE.
 QP0085'ABOUT 4 MILES SOUTH ALONG THE RIVER ROAD (COUNTY AID ROAD 21) FROM THE
 QP0085'NORTHERN PACIFIC RAILWAY STATION AT RICE, 250 FEET SOUTH OF THE
 QP0085'EAST-WEST QUARTER LINE OF SECTION 16, T 37 N, R 31 W, 100 FEET EAST OF
 QP0085'THE EAST BANK OF THE MISSISSIPPI RIVER, ON PROPERTY OF WALTER
 QP0085'ANDERSON, ABOUT 380 YARDS NORTH OF THE ANDERSON HOUSE, ON THE TOP OF A
 QP0085'SLOPE, AND IN A SMALL CLEARING.  IN 1898 THE MARK WAS REFERENCED BY
 QP0085'THE FOLLOWING BLAZED TREES-- 15-INCH OAK, 10 YARDS DISTANT IN AZIMUTH
 QP0085'197 DEGREES.  20-INCH OAK, 15 YARDS DISTANT IN AZIMUTH 287-1/2
 QP0085'DEGREES.  AND 18-INCH OAK, 16 FEET DISTANT IN AZIMUTH 26 DEGREES.  A
 QP0085'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 QP0085'AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0094 ***********************************************************************
 QP0094  DESIGNATION -  294/2 CAP
 QP0094  PID         -  QP0094
 QP0094  STATE/COUNTY-  MN/BENTON
 QP0094  COUNTRY     -  US
 QP0094  USGS QUAD   -  LITTLE ROCK LAKE (1993)
 QP0094
 QP0094                         *CURRENT SURVEY CONTROL
 QP0094  ______________________________________________________________________
 QP0094* NAD 83(1986) POSITION- 45 43 46.4    (N) 094 12 52.9    (W)   HD_HELD2  
 QP0094* NAVD 88 ORTHO HEIGHT -   322.481  (meters)    1058.01  (feet) ADJUSTED  
 QP0094  ______________________________________________________________________
 QP0094  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 QP0094  DYNAMIC HEIGHT  -        322.480 (meters)     1058.00  (feet) COMP
 QP0094  MODELED GRAVITY -    980,603.9   (mgal)                       NAVD 88
 QP0094
 QP0094  VERT ORDER      -  FIRST     CLASS I
 QP0094
 QP0094.The horizontal coordinates were established by autonomous hand held GPS
 QP0094.observations and have an estimated accuracy of +/- 10 meters.
 QP0094.
 QP0094.The orthometric height was determined by differential leveling and
 QP0094.adjusted in June 1991.
 QP0094
 QP0094.Photographs are available for this station.
 QP0094
 QP0094.The dynamic height is computed by dividing the NAVD 88
 QP0094.geopotential number by the normal gravity value computed on the
 QP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0094.degrees latitude (g = 980.6199 gals.).
 QP0094
 QP0094.The modeled gravity was interpolated from observed gravity values.
 QP0094
 QP0094;                    North         East    Units  Estimated Accuracy
 QP0094;SPC MN C     -   181,088.      802,748.      MT  (+/- 10 meters HH2 GPS)
 QP0094
 QP0094                          SUPERSEDED SURVEY CONTROL
 QP0094
 QP0094  NGVD 29 (??/??/92)  322.359  (m)         1057.61   (f) ADJ UNCH    1 1
 QP0094
 QP0094.Superseded values are not recommended for survey control.
 QP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0094.See file dsdata.txt to determine how the superseded data were derived.
 QP0094
 QP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0548664717(NAD 83)
 QP0094
 QP0094_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0094
 QP0094  HISTORY     - Date     Condition        Report By
 QP0094  HISTORY     - UNK      MONUMENTED       MRC
 QP0094  HISTORY     - 1934     GOOD             CGS
 QP0094  HISTORY     - 1976     GOOD             NGS
 QP0094  HISTORY     - 20080504 GOOD             GEOCAC
 QP0094
 QP0094                          STATION DESCRIPTION
 QP0094
 QP0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0094'1.5 MI S FROM RICE.
 QP0094'1-1/2 MILES SOUTH ALONG THE RIVER ROAD (COUNTY AID ROAD 21) FROM THE
 QP0094'NORTHERN PACIFIC RAILWAY STATION AT RICE, IN SECTION 4, T 37 N, R 31
 QP0094'W, ON PROPERTY OF ETHEL GRAVES, ABOUT 500 FEET SOUTH OF THE FARMHOUSE,
 QP0094'210 YARDS SOUTH OF THE SOUTH END OF NORTH-AND-SOUTH TANGENT IN THE
 QP0094'RIVER ROAD, ABOUT 220 YARDS BACK FROM THE LEFT BANK OF THE MISSISSIPPI
 QP0094'RIVER, 24 FEET BACK FROM A ROAD SKIRTING THE RIVER BANK, 6 FEET BACK
 QP0094'FROM A FENCE, AND IN A CATTLE LANE.  A 4-INCH IRON PIPE BEARING A
 QP0094'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 15
 QP0094'INCHES ABOVE GROUND.
 QP0094
 QP0094                          STATION RECOVERY (1976)
 QP0094
 QP0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0094'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 10 FROM THE JUNCTIN OF COUNTY
 QP0094'HIGHWAYS 2 AND 12, THENCE 0.8 MILE WEST ALONG WATAB TOWNSHIP ROAD 6,
 QP0094'THENCE 0.9 MILE NORTH ALONG COUNTY ROAD 55, THENCE 0.05 MILE WEST
 QP0094'ALONG A DRIVEWAY TO THE GRAVES FARMHOUSE, 495 FT. SOUTH-SOUTHEAST
 QP0094'OF THE SOUTHEAST CORNER OF THE TWO STORY HOUSE, AT THE SOUTHWEST
 QP0094'CORNER OF A FIELD, 25.5 FT. EAST OF THE CENTER LINE OF A FIELD ROAD
 QP0094'ALONG THE EAST SIDE OF A ROW OF TREES, A COPPER BOLT SET IN A TILE
 QP0094'SLAB ABOUT 4 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 QP0094'HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 0.3 FT.
 QP0094'ABOVE THE GROUND.
 QP0094
 QP0094                          STATION RECOVERY (2008)
 QP0094
 QP0094'RECOVERY NOTE BY GEOCACHING 2008
 QP0094'AT BEND IN THE RIVER REGIONAL PARK. 150.9 M (495 FT) SOUTH-SOUTHEAST
 QP0094'OF THE SOUTHEAST CORNER OF TWO STORY HOUSE, 9.1 M (30 FT) NORTHEAST OF
 QP0094'THE CENTER LINE OF A MOWED TRAIL, 0.2 M (0.7 FT) NORTH-NORTHWEST OF A
 QP0094'WITNESS POST. A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 QP0094'COMMISSION STANDARD CAP AND PROJECTING 0.1 M (5 IN) ABOVE GROUND. HH2
 QP0094'COORDINATES N45 43 46.4 W094 12 52.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0098 ***********************************************************************
 QP0098  DESIGNATION -  295/2 BOLT
 QP0098  PID         -  QP0098
 QP0098  STATE/COUNTY-  MN/BENTON
 QP0098  COUNTRY     -  US
 QP0098  USGS QUAD   -  ROYALTON (1978)
 QP0098
 QP0098                         *CURRENT SURVEY CONTROL
 QP0098  ______________________________________________________________________
 QP0098* NAD 83(1986) POSITION- 45 45 13.     (N) 094 15 31.     (W)   SCALED    
 QP0098* NAVD 88 ORTHO HEIGHT -   320.82   (+/-2cm)    1052.6   (feet) VERTCON   
 QP0098  ______________________________________________________________________
 QP0098  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 QP0098  VERT ORDER      -  ? (See Below)
 QP0098
 QP0098.The horizontal coordinates were scaled from a topographic map and have
 QP0098.an estimated accuracy of +/- 6 seconds.
 QP0098.
 QP0098.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0098
 QP0098.The vertical order pertains to the NGVD 29 superseded value.
 QP0098
 QP0098;                    North         East    Units  Estimated Accuracy
 QP0098;SPC MN C     -   183,760.      799,330.      MT  (+/- 180 meters Scaled)
 QP0098
 QP0098                          SUPERSEDED SURVEY CONTROL
 QP0098
 QP0098  NGVD 29 (??/??/92)  320.691  (m)         1052.13   (f) ADJ UNCH       
 QP0098
 QP0098.Superseded values are not recommended for survey control.
 QP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0098.See file dsdata.txt to determine how the superseded data were derived.
 QP0098
 QP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL021674(NAD 83)
 QP0098
 QP0098_MARKER: B = BOLT
 QP0098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0098_SP_SET: TILE
 QP0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0098
 QP0098  HISTORY     - Date     Condition        Report By
 QP0098  HISTORY     - UNK      MONUMENTED       MRC
 QP0098  HISTORY     - 1947     MARK NOT FOUND   DOD
 QP0098
 QP0098                          STATION DESCRIPTION
 QP0098
 QP0098'DESCRIBED BY US DEPARTMENT OF DEFENSE 1947
 QP0098'1.88 MI W FROM RICE.
 QP0098'1-7/8 MILES WEST ALONG A GRAVEL ROAD FROM THE NORTHERN PACIFIC RAILWAY
 QP0098'STATION AT RICE, THENCE ABOUT 1/4 MILE NORTH ALONG A NORTH-AND-SOUTH
 QP0098'TOWNSHIP-LINE ROAD, IN SECTION 25, T 38 N, R 32 W, ABOUT 450 YARDS
 QP0098'BACK FROM THE LEFT BANK OF THE MISSISSIPPI RIVER, 152 FEET NORTHWEST
 QP0098'OF AN OLD BARN, 32 FEET WEST OF THE CENTERLINE OF THE TOWNSHIP-LINE
 QP0098'ROAD, AND IN A LARGE FIELD.  THE TOP OF A COPPER BOLT LEADED IN A TILE
 QP0098'ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 QP0098'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 QP0098'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0101 ***********************************************************************
 QP0101  DESIGNATION -  296/2 BOLT
 QP0101  PID         -  QP0101
 QP0101  STATE/COUNTY-  MN/BENTON
 QP0101  COUNTRY     -  US
 QP0101  USGS QUAD   -  ROYALTON (1978)
 QP0101
 QP0101                         *CURRENT SURVEY CONTROL
 QP0101  ______________________________________________________________________
 QP0101* NAD 83(1986) POSITION- 45 47 06.     (N) 094 17 41.     (W)   SCALED    
 QP0101* NAVD 88 ORTHO HEIGHT -   318.38   (+/-2cm)    1044.6   (feet) VERTCON   
 QP0101  ______________________________________________________________________
 QP0101  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP0101  VERT ORDER      -  ? (See Below)
 QP0101
 QP0101.The horizontal coordinates were scaled from a topographic map and have
 QP0101.an estimated accuracy of +/- 6 seconds.
 QP0101.
 QP0101.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0101
 QP0101.The vertical order pertains to the NGVD 29 superseded value.
 QP0101
 QP0101;                    North         East    Units  Estimated Accuracy
 QP0101;SPC MN C     -   187,250.      796,520.      MT  (+/- 180 meters Scaled)
 QP0101
 QP0101                          SUPERSEDED SURVEY CONTROL
 QP0101
 QP0101  NGVD 29 (??/??/92)  318.255  (m)         1044.14   (f) ADJ UNCH       
 QP0101
 QP0101.Superseded values are not recommended for survey control.
 QP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0101.See file dsdata.txt to determine how the superseded data were derived.
 QP0101
 QP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL993709(NAD 83)
 QP0101
 QP0101_MARKER: B = BOLT
 QP0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0101_SP_SET: TILE
 QP0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0101
 QP0101  HISTORY     - Date     Condition        Report By
 QP0101  HISTORY     - UNK      MONUMENTED       MRC
 QP0101  HISTORY     - 1947     GOOD             DOD
 QP0101
 QP0101                          STATION DESCRIPTION
 QP0101
 QP0101'DESCRIBED BY US DEPARTMENT OF DEFENSE 1947
 QP0101'0.25 MI SE FROM ROYALTON.
 QP0101'IN BENTON COUNTY, ABOUT 1/4 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM
 QP0101'A POINT OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION AT ROYALTON,
 QP0101'MORRISON COUNTY, THENCE ABOUT 3 MILES SOUTH ALONG A COUNTY ROAD, IN
 QP0101'SECTION 14, T 38 N, R 32 W, ABOUT 1 MILE UPSTREAM ALONG THE LEFT BANK
 QP0101'OF THE MISSISSIPPI RIVER FROM THE MOUTH OF THE PLATTE RIVER, OPPOSITE
 QP0101'THE HEAD OF THE LARGER OF TWO ISLANDS, ON THE CARRAS FARM, ABOUT 250
 QP0101'YARDS DOWNSTREAM FROM THE FARMHOUSE, ABOUT 150 FEET BACKJ FROM THE
 QP0101'LEFT BANK OF THE RIVER, AND NEAR A FENCE AT THE SOUTH EDGE OF A FIELD.
 QP0101'THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3 FEET UNDERGROUND,
 QP0101'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 QP0101'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 8
 QP0101'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0100 ***********************************************************************
 QP0100  DESIGNATION -  296/2 CAP
 QP0100  PID         -  QP0100
 QP0100  STATE/COUNTY-  MN/BENTON
 QP0100  COUNTRY     -  US
 QP0100  USGS QUAD   -  ROYALTON (1978)
 QP0100
 QP0100                         *CURRENT SURVEY CONTROL
 QP0100  ______________________________________________________________________
 QP0100* NAD 83(1986) POSITION- 45 47 06.     (N) 094 17 42.     (W)   SCALED    
 QP0100* NAVD 88 ORTHO HEIGHT -   319.59   (+/-2cm)    1048.5   (feet) VERTCON   
 QP0100  ______________________________________________________________________
 QP0100  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP0100  VERT ORDER      -  ? (See Below)
 QP0100
 QP0100.The horizontal coordinates were scaled from a topographic map and have
 QP0100.an estimated accuracy of +/- 6 seconds.
 QP0100.
 QP0100.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0100
 QP0100.The vertical order pertains to the NGVD 29 superseded value.
 QP0100
 QP0100;                    North         East    Units  Estimated Accuracy
 QP0100;SPC MN C     -   187,250.      796,500.      MT  (+/- 180 meters Scaled)
 QP0100
 QP0100                          SUPERSEDED SURVEY CONTROL
 QP0100
 QP0100  NGVD 29 (??/??/92)  319.463  (m)         1048.10   (f) ADJ UNCH       
 QP0100
 QP0100.Superseded values are not recommended for survey control.
 QP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0100.See file dsdata.txt to determine how the superseded data were derived.
 QP0100
 QP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL993709(NAD 83)
 QP0100
 QP0100_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0100_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0100_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0100
 QP0100  HISTORY     - Date     Condition        Report By
 QP0100  HISTORY     - UNK      MONUMENTED       MRC
 QP0100  HISTORY     - 1947     GOOD             DOD
 QP0100
 QP0100                          STATION DESCRIPTION
 QP0100
 QP0100'DESCRIBED BY US DEPARTMENT OF DEFENSE 1947
 QP0100'0.25 MI SE FROM ROYALTON.
 QP0100'IN BENTON COUNTY, ABOUT 1/4 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM
 QP0100'A POINT OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION AT ROYALTON,
 QP0100'MORRISON COUNTY, THENCE ABOUT 3 MILES SOUTH ALONG A COUNTY ROAD, IN
 QP0100'SECTION 14, T 38 N, R 32 W, ABOUT 1 MILE UPSTREAM ALONG THE LEFT BANK
 QP0100'OF THE MISSISSIPPI RIVER FROM THE MOUTH OF THE PLATTE RIVER, OPPOSITE
 QP0100'THE HEAD OF THE LARGER OF TWO ISLANDS, ON THE CARRAS FARM, ABOUT 250
 QP0100'YARDS DOWNSTREAM FROM THE FARMHOUSE, ABOUT 150 FEET BACK FROM THE LEFT
 QP0100'BANK OF THE RIVER, AND NEAR A FENCE AT THE SOUTH EDGE OF A FIELD. A
 QP0100'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 QP0100'AND PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0104 ***********************************************************************
 QP0104  DESIGNATION -  297/2 BOLT
 QP0104  PID         -  QP0104
 QP0104  STATE/COUNTY-  MN/BENTON
 QP0104  COUNTRY     -  US
 QP0104  USGS QUAD   -  ROYALTON (1978)
 QP0104
 QP0104                         *CURRENT SURVEY CONTROL
 QP0104  ______________________________________________________________________
 QP0104* NAD 83(1986) POSITION- 45 48 45.     (N) 094 20 09.     (W)   SCALED    
 QP0104* NAVD 88 ORTHO HEIGHT -   324.64   (+/-2cm)    1065.1   (feet) VERTCON   
 QP0104  ______________________________________________________________________
 QP0104  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 QP0104  VERT ORDER      -  ? (See Below)
 QP0104
 QP0104.The horizontal coordinates were scaled from a topographic map and have
 QP0104.an estimated accuracy of +/- 6 seconds.
 QP0104.
 QP0104.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0104
 QP0104.The vertical order pertains to the NGVD 29 superseded value.
 QP0104
 QP0104;                    North         East    Units  Estimated Accuracy
 QP0104;SPC MN C     -   190,310.      793,330.      MT  (+/- 180 meters Scaled)
 QP0104
 QP0104                          SUPERSEDED SURVEY CONTROL
 QP0104
 QP0104  NGVD 29 (??/??/92)  324.510  (m)         1064.66   (f) ADJ UNCH       
 QP0104
 QP0104.Superseded values are not recommended for survey control.
 QP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0104.See file dsdata.txt to determine how the superseded data were derived.
 QP0104
 QP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL962740(NAD 83)
 QP0104
 QP0104_MARKER: B = BOLT
 QP0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0104_SP_SET: TILE
 QP0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0104
 QP0104  HISTORY     - Date     Condition        Report By
 QP0104  HISTORY     - UNK      MONUMENTED       MRC
 QP0104  HISTORY     - 1934     GOOD             CGS
 QP0104
 QP0104                          STATION DESCRIPTION
 QP0104
 QP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0104'0.25 MI SE FROM ROYALTON.
 QP0104'IN BENTON COUNTY, ABOUT 1/4 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM
 QP0104'A POINT OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION AT ROYALTON,
 QP0104'MORRISON COUNTY, THENCE ABOUT 1 MILE SOUTH ALONG A COUNTY ROAD, THENCE
 QP0104'2-1/2 MILES WEST ALONG A COUNTY ROAD, IN SECTION 4, T 38 N, R 32 W,
 QP0104'ABOUT 0.2 MILE BACK FROM THE LEFT BANK OF THE MISSISSIPPI RIVER, ON
 QP0104'PROPERTY OF JAKE BURGGRAFF, ON THE SOUTH EDGE OF HIGH BENCH LAND TO
 QP0104'THE EAST OF THE FARM BUILDINGS, WEST OF A LARGE CIRCULAR LOW SECTION
 QP0104'OF LAND, 100 FEET EAST ALONG A ROAD FROM THE TOP OF THE SLOPE DOWN THE
 QP0104'SIDE OF THE BENCH, 60 FEET SOUTH OF THE ROAD, AND ON THE TOP OF THE
 QP0104'SLOPE.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3 FEET
 QP0104'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 QP0104'A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 15
 QP0104'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0103 ***********************************************************************
 QP0103  DESIGNATION -  297/2 CAP
 QP0103  PID         -  QP0103
 QP0103  STATE/COUNTY-  MN/BENTON
 QP0103  COUNTRY     -  US
 QP0103  USGS QUAD   -  ROYALTON (1978)
 QP0103
 QP0103                         *CURRENT SURVEY CONTROL
 QP0103  ______________________________________________________________________
 QP0103* NAD 83(1986) POSITION- 45 48 45.     (N) 094 20 09.     (W)   SCALED    
 QP0103* NAVD 88 ORTHO HEIGHT -   325.85   (+/-2cm)    1069.1   (feet) VERTCON   
 QP0103  ______________________________________________________________________
 QP0103  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 QP0103  VERT ORDER      -  ? (See Below)
 QP0103
 QP0103.The horizontal coordinates were scaled from a topographic map and have
 QP0103.an estimated accuracy of +/- 6 seconds.
 QP0103.
 QP0103.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0103
 QP0103.The vertical order pertains to the NGVD 29 superseded value.
 QP0103
 QP0103;                    North         East    Units  Estimated Accuracy
 QP0103;SPC MN C     -   190,310.      793,330.      MT  (+/- 180 meters Scaled)
 QP0103
 QP0103                          SUPERSEDED SURVEY CONTROL
 QP0103
 QP0103  NGVD 29 (??/??/92)  325.722  (m)         1068.64   (f) ADJ UNCH       
 QP0103
 QP0103.Superseded values are not recommended for survey control.
 QP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0103.See file dsdata.txt to determine how the superseded data were derived.
 QP0103
 QP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL962740(NAD 83)
 QP0103
 QP0103_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0103
 QP0103  HISTORY     - Date     Condition        Report By
 QP0103  HISTORY     - UNK      MONUMENTED       MRC
 QP0103  HISTORY     - 1934     GOOD             CGS
 QP0103
 QP0103                          STATION DESCRIPTION
 QP0103
 QP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0103'0.25 MI SE FROM ROYALTON.
 QP0103'IN BENTON COUNTY, ABOUT 1/4 MILE SOUTHEAST ALONG U.S. HIGHWAY 10 FROM
 QP0103'A POINT OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION AT ROYALTON,
 QP0103'MORRISON COUNTY, THENCE ABOUT 1 MILE SOUTH ALONG A COUNTY ROAD, THENCE
 QP0103'2-1/2 MILES WEST ALONG A COUNTY ROAD, IN SECTION 4, T 38 N, R 32 W,
 QP0103'ABOUT 0.2 MILE BACK FROM THE LEFT BANK OF THE MISSISSIPPI RIVER, ON
 QP0103'PROPERTY OF JAKE BURGGRAFF, ON THE SOUTH EDGE OF HIGH BENCH LAND TO
 QP0103'THE EAST OF THE FARM BUILDINGS, WEST OF A LARGE CIRCULAR LOW SECTION
 QP0103'OF LAND, 100 FEET EAST ALONG A ROAD FROM THE TOP OF THE SLOPE DOWN THE
 QP0103'SIDE OF THE BENCH, 60 FEET SOUTH OF THE ROAD, AND ON THE TOP OF THE
 QP0103'SLOPE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QP0103'STANDARD CAP AND PROJECTING ABOUT 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0107 ***********************************************************************
 QP0107  DESIGNATION -  298/2 BOLT
 QP0107  PID         -  QP0107
 QP0107  STATE/COUNTY-  MN/MORRISON
 QP0107  COUNTRY     -  US
 QP0107  USGS QUAD   -  ROYALTON (1978)
 QP0107
 QP0107                         *CURRENT SURVEY CONTROL
 QP0107  ______________________________________________________________________
 QP0107* NAD 83(1986) POSITION- 45 50 45.     (N) 094 20 39.     (W)   SCALED    
 QP0107* NAVD 88 ORTHO HEIGHT -   331.33   (+/-2cm)    1087.0   (feet) VERTCON   
 QP0107  ______________________________________________________________________
 QP0107  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 QP0107  VERT ORDER      -  ? (See Below)
 QP0107
 QP0107.The horizontal coordinates were scaled from a topographic map and have
 QP0107.an estimated accuracy of +/- 6 seconds.
 QP0107.
 QP0107.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0107
 QP0107.The vertical order pertains to the NGVD 29 superseded value.
 QP0107
 QP0107;                    North         East    Units  Estimated Accuracy
 QP0107;SPC MN C     -   194,020.      792,690.      MT  (+/- 180 meters Scaled)
 QP0107
 QP0107                          SUPERSEDED SURVEY CONTROL
 QP0107
 QP0107  NGVD 29 (??/??/92)  331.206  (m)         1086.63   (f) ADJ UNCH       
 QP0107
 QP0107.Superseded values are not recommended for survey control.
 QP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0107.See file dsdata.txt to determine how the superseded data were derived.
 QP0107
 QP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL956777(NAD 83)
 QP0107
 QP0107_MARKER: B = BOLT
 QP0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0107_SP_SET: TILE
 QP0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0107
 QP0107  HISTORY     - Date     Condition        Report By
 QP0107  HISTORY     - UNK      MONUMENTED       MRC
 QP0107  HISTORY     - 1947     MARK NOT FOUND   DOD
 QP0107
 QP0107                          STATION DESCRIPTION
 QP0107
 QP0107'DESCRIBED BY US DEPARTMENT OF DEFENSE 1947
 QP0107'1.5 MI N FROM ROYALTON.
 QP0107'1-1/2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE BRIDGE OVER
 QP0107'MISSISSIPPI RIVER WEST OF ROYALTON, MORRISON COUNTY, ABOUT 440 YARDS
 QP0107'EAST OF THE EAST BANK OF THE RIVER, NEAR THE WEST LINE OF SECTION 28,
 QP0107'T 39 N, R 32 W, OPPOSITE THE HEAD OF ISLAND NO. 77, ON PROPERTY OF
 QP0107'THOMAS MCDOUGALL, ABOUT 300 YARDS NORTH OF HIS HOUSE, ON THE TOP OF A
 QP0107'HIGH TERRACE, IN THE MIDDLE OF A JUNIPER BUSH, AND ABOUT 1/2 YARD WEST
 QP0107'OF A FENCE BETWEEN A TIMBER LOT AND A FIELD.  THE TOP OF A COPPER BOLT
 QP0107'LEADED IN A TILE ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QP0107'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QP0107'STANDARD CAP.  NOTE-- THE JUNIPER BUSH IS GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0106 ***********************************************************************
 QP0106  DESIGNATION -  298/2 CAP
 QP0106  PID         -  QP0106
 QP0106  STATE/COUNTY-  MN/MORRISON
 QP0106  COUNTRY     -  US
 QP0106  USGS QUAD   -  ROYALTON (1978)
 QP0106
 QP0106                         *CURRENT SURVEY CONTROL
 QP0106  ______________________________________________________________________
 QP0106* NAD 83(1986) POSITION- 45 50 45.     (N) 094 20 39.     (W)   SCALED    
 QP0106* NAVD 88 ORTHO HEIGHT -   332.574  (meters)    1091.12  (feet) ADJUSTED  
 QP0106  ______________________________________________________________________
 QP0106  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 QP0106  DYNAMIC HEIGHT  -        332.577 (meters)     1091.13  (feet) COMP
 QP0106  MODELED GRAVITY -    980,616.6   (mgal)                       NAVD 88
 QP0106
 QP0106  VERT ORDER      -  FIRST     CLASS I
 QP0106
 QP0106.The horizontal coordinates were scaled from a topographic map and have
 QP0106.an estimated accuracy of +/- 6 seconds.
 QP0106.
 QP0106.The orthometric height was determined by differential leveling and
 QP0106.adjusted in June 1991.
 QP0106
 QP0106.The dynamic height is computed by dividing the NAVD 88
 QP0106.geopotential number by the normal gravity value computed on the
 QP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0106.degrees latitude (g = 980.6199 gals.).
 QP0106
 QP0106.The modeled gravity was interpolated from observed gravity values.
 QP0106
 QP0106;                    North         East    Units  Estimated Accuracy
 QP0106;SPC MN C     -   194,020.      792,690.      MT  (+/- 180 meters Scaled)
 QP0106
 QP0106                          SUPERSEDED SURVEY CONTROL
 QP0106
 QP0106  NGVD 29 (??/??/92)  332.446  (m)         1090.70   (f) ADJ UNCH    1 1
 QP0106
 QP0106.Superseded values are not recommended for survey control.
 QP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0106.See file dsdata.txt to determine how the superseded data were derived.
 QP0106
 QP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL956777(NAD 83)
 QP0106
 QP0106_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0106
 QP0106  HISTORY     - Date     Condition        Report By
 QP0106  HISTORY     - UNK      MONUMENTED       MRC
 QP0106  HISTORY     - 1947     MARK NOT FOUND   DOD
 QP0106  HISTORY     - 1976     GOOD             NGS
 QP0106
 QP0106                          STATION DESCRIPTION
 QP0106
 QP0106'DESCRIBED BY US DEPARTMENT OF DEFENSE 1947
 QP0106'1.5 MI N FROM ROYALTON.
 QP0106'1-1/2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE BRIDGE OVER
 QP0106'MISSISSIPPI RIVER WEST OF ROYALTON, MORRISON COUNTY, ABOUT 440 YARDS
 QP0106'EAST OF THE EAST BANK OF THE RIVER, NEAR THE WEST LINE OF SECTION 28,
 QP0106'T 39 N, R 32 W, OPPOSITE THE HEAD OF ISLAND NO. 77, ON PROPERTY OF
 QP0106'THOMAS MCDOUGALL, ABOUT 300 YARDS NORTH OF HIS HOUSE, ON THE TOP OF A
 QP0106'HIGH TERRACE, IN THE MIDDLE OF A JUNIPER BUSH, AND ABOUT 1/2 YARD WEST
 QP0106'OF A FENCE BETWEEN A TIMBER LOT AND A FIELD.  A 4-INCH IRON PIPE
 QP0106'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.  NOTE-- THE
 QP0106'JUNIPER BUSH IS GONE.
 QP0106
 QP0106                          STATION RECOVERY (1976)
 QP0106
 QP0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0106'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 QP0106'COUNTY HIGHWAY 26, THENCE 1.4 MILES WEST ALONG A GRAVELED ROAD, THENCE
 QP0106'0.4 MILE WEST ALONG A DRIVEWAY TO THE HOUSE AT FIRE NUMBER 108, THENCE
 QP0106'0.2 MILE NORTH ACROSS A FIELD, 300 YARDS NORTHEAST OF A 2 STORY HOUSE
 QP0106'ON THE TOP OF A SMALL RISE ABOUT MIDWAY BETWEEN THE WEST EDGE OF THE
 QP0106'FIELD AND THE TIMBER LINE, 1.0 FT. WEST OF A FENCE, A COPPER BOLT SET
 QP0106'IN A TILE SLAB ABOUT 4 FT. UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 QP0106'A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 0.6 FT. ABOVE THE
 QP0106'GROUND.
 QP0106'NOTE, ONLY THE CAP WAS LEVELED DURING THE 1976 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0110 ***********************************************************************
 QP0110  DESIGNATION -  299/2 BOLT
 QP0110  PID         -  QP0110
 QP0110  STATE/COUNTY-  MN/MORRISON
 QP0110  COUNTRY     -  US
 QP0110  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0110
 QP0110                         *CURRENT SURVEY CONTROL
 QP0110  ______________________________________________________________________
 QP0110* NAD 83(1986) POSITION- 45 53 00.     (N) 094 21 26.     (W)   SCALED    
 QP0110* NAVD 88 ORTHO HEIGHT -   332.77   (+/-2cm)    1091.8   (feet) VERTCON   
 QP0110  ______________________________________________________________________
 QP0110  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 QP0110  VERT ORDER      -  ? (See Below)
 QP0110
 QP0110.The horizontal coordinates were scaled from a topographic map and have
 QP0110.an estimated accuracy of +/- 6 seconds.
 QP0110.
 QP0110.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0110
 QP0110.The vertical order pertains to the NGVD 29 superseded value.
 QP0110
 QP0110;                    North         East    Units  Estimated Accuracy
 QP0110;SPC MN C     -   198,190.      791,680.      MT  (+/- 180 meters Scaled)
 QP0110
 QP0110                          SUPERSEDED SURVEY CONTROL
 QP0110
 QP0110  NGVD 29 (??/??/92)  332.634  (m)         1091.32   (f) ADJ UNCH       
 QP0110
 QP0110.Superseded values are not recommended for survey control.
 QP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0110.See file dsdata.txt to determine how the superseded data were derived.
 QP0110
 QP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL946819(NAD 83)
 QP0110
 QP0110_MARKER: B = BOLT
 QP0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0110_SP_SET: TILE
 QP0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0110
 QP0110  HISTORY     - Date     Condition        Report By
 QP0110  HISTORY     - UNK      MONUMENTED       MRC
 QP0110  HISTORY     - 1934     GOOD             CGS
 QP0110
 QP0110                          STATION DESCRIPTION
 QP0110
 QP0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0110'4.5 MI N FROM ROYALTON.
 QP0110'4-1/2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE BRIDGE OVER
 QP0110'MISSISSIPPI RIVER WEST OF ROYALTON, ABOUT 700 FEET NORTH OF THE SOUTH
 QP0110'LINE OF SECTION 8, T 39 N, R 32 W, ABOUT 1,500 FEET DOWNSTREAM FROM A
 QP0110'LARGE BARN ON THE RIGHT BANK OF THE RIVER, ABOUT 270 YARDS DOWNSTREAM
 QP0110'FROM ISLAND NO. 73, 36 FEET EAST OF THE EAST BANK OF THE RIVER, IN A
 QP0110'THICKET OF SCRUB OAK AND BRUSH, AND JUST NORTH OF A 12- BY 12-FOOT
 QP0110'EXCAVATION.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3 FEET
 QP0110'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 QP0110'A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 10
 QP0110'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QQ0063 ***********************************************************************
 QQ0063  DESIGNATION -  3
 QQ0063  PID         -  QQ0063
 QQ0063  STATE/COUNTY-  MN/BIG STONE
 QQ0063  COUNTRY     -  US
 QQ0063  USGS QUAD   -  ORTONVILLE (1971)
 QQ0063
 QQ0063                         *CURRENT SURVEY CONTROL
 QQ0063  ______________________________________________________________________
 QQ0063* NAD 83(1986) POSITION- 45 18 16.     (N) 096 26 48.     (W)   SCALED    
 QQ0063* NAVD 88 ORTHO HEIGHT -   295.949  (meters)     970.96  (feet) ADJUSTED  
 QQ0063  ______________________________________________________________________
 QQ0063  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QQ0063  DYNAMIC HEIGHT  -        295.931 (meters)      970.90  (feet) COMP
 QQ0063  MODELED GRAVITY -    980,546.3   (mgal)                       NAVD 88
 QQ0063
 QQ0063  VERT ORDER      -  FIRST     CLASS II
 QQ0063
 QQ0063.The horizontal coordinates were scaled from a topographic map and have
 QQ0063.an estimated accuracy of +/- 6 seconds.
 QQ0063.
 QQ0063.The orthometric height was determined by differential leveling and
 QQ0063.adjusted in June 1991.
 QQ0063
 QQ0063.WARNING-Repeat measurements at this control monument indicate possible
 QQ0063.vertical movement.
 QQ0063
 QQ0063.The dynamic height is computed by dividing the NAVD 88
 QQ0063.geopotential number by the normal gravity value computed on the
 QQ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0063.degrees latitude (g = 980.6199 gals.).
 QQ0063
 QQ0063.The modeled gravity was interpolated from observed gravity values.
 QQ0063
 QQ0063;                    North         East    Units  Estimated Accuracy
 QQ0063;SPC MN S     -   358,930.      608,140.      MT  (+/- 180 meters Scaled)
 QQ0063
 QQ0063                          SUPERSEDED SURVEY CONTROL
 QQ0063
 QQ0063  NGVD 29 (??/??/92)  295.727  (m)          970.23   (f) ADJ UNCH    1 2
 QQ0063
 QQ0063.Superseded values are not recommended for survey control.
 QQ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0063.See file dsdata.txt to determine how the superseded data were derived.
 QQ0063
 QQ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR001199(NAD 83)
 QQ0063
 QQ0063_MARKER: B = BOLT
 QQ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QQ0063_STAMPING: UNSTAMPED
 QQ0063_MARK LOGO: USACE 
 QQ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QQ0063+STABILITY: SURFACE MOTION
 QQ0063
 QQ0063  HISTORY     - Date     Condition        Report By
 QQ0063  HISTORY     - 1934     MONUMENTED       USE
 QQ0063  HISTORY     - 1934     GOOD             CGS
 QQ0063  HISTORY     - 20040805 MARK NOT FOUND   MNDT
 QQ0063  HISTORY     - 20070531 MARK NOT FOUND   MNDT
 QQ0063
 QQ0063                          STATION DESCRIPTION
 QQ0063
 QQ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QQ0063'AT ORTONVILLE.
 QQ0063'AT ORTONVILLE, BIG STONE COUNTY, ON THE NORTH SIDE OF MADISON
 QQ0063'AVENUE, 132 FEET SOUTHWEST OF THE CENTER OF A SEWER MAN-HOLE
 QQ0063'COVER AT THE CENTER OF THE INTERSECTION OF MADISON AVENUE
 QQ0063'AND FIRST STREET, 72 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE
 QQ0063'POLE, 52 FEET NORTHWEST OF THE CORNERSTONE OF AN ICE HOUSE
 QQ0063'MARKED 1925, IN LINE WITH A ROW OF POLES, AT A FENCE LINE, ABOUT
 QQ0063'2 FEET LOWER THAN THE STREET, AND UNDER THE EXCAVATION DIRT
 QQ0063'FROM A DITCH.
 QQ0063
 QQ0063                          STATION RECOVERY (2004)
 QQ0063
 QQ0063'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MMB)
 QQ0063'AT ORTONVILLE, 132 FEET SOUTHWEST OF SEWER MANHOLE COVER AT JUNCTION
 QQ0063'OF MADISON AVENUE AND 1STREET, 72 FEET SOUTHWEST OF POWER POLE, 52
 QQ0063'FEET NORTHWEST OF CORNERSTONE 1925 ICE HOUSE, IN LINE WITH POLE, AT
 QQ0063'FENCELINE
 QQ0063
 QQ0063                          STATION RECOVERY (2007)
 QQ0063
 QQ0063'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0063'AT ORTONVILLE, 132 FEET SOUTHWEST OF SEWER MANHOLE COVER AT JUNCTION
 QQ0063'OF MADISON AVENUE AND 1STREET, 72 FEET SOUTHWEST OF POWER POLE, 52
 QQ0063'FEET NORTHWEST OF CORNERSTONE 1925 ICE HOUSE, IN LINE WITH POLE, AT
 QQ0063'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0343 ***********************************************************************
 PP0343  DESIGNATION -  3 001
 PP0343  PID         -  PP0343
 PP0343  STATE/COUNTY-  MN/OLMSTED
 PP0343  COUNTRY     -  US
 PP0343  USGS QUAD   -  PINE ISLAND (1965)
 PP0343
 PP0343                         *CURRENT SURVEY CONTROL
 PP0343  ______________________________________________________________________
 PP0343* NAD 83(1986) POSITION- 44 11 33.7    (N) 092 38 54.7    (W)   HD_HELD2  
 PP0343* NAVD 88 ORTHO HEIGHT -   306.544  (meters)    1005.72  (feet) ADJUSTED  
 PP0343  ______________________________________________________________________
 PP0343  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0343  DYNAMIC HEIGHT  -        306.485 (meters)     1005.53  (feet) COMP
 PP0343  MODELED GRAVITY -    980,418.4   (mgal)                       NAVD 88
 PP0343
 PP0343  VERT ORDER      -  SECOND    CLASS 0
 PP0343
 PP0343.The horizontal coordinates were established by autonomous hand held GPS
 PP0343.observations and have an estimated accuracy of +/- 10 meters.
 PP0343.
 PP0343.The orthometric height was determined by differential leveling and
 PP0343.adjusted in June 1991.
 PP0343
 PP0343.Photographs are available for this station.
 PP0343
 PP0343.The dynamic height is computed by dividing the NAVD 88
 PP0343.geopotential number by the normal gravity value computed on the
 PP0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0343.degrees latitude (g = 980.6199 gals.).
 PP0343
 PP0343.The modeled gravity was interpolated from observed gravity values.
 PP0343
 PP0343;                    North         East    Units  Estimated Accuracy
 PP0343;SPC MN S     -   233,415.      908,033.      MT  (+/- 10 meters HH2 GPS)
 PP0343
 PP0343                          SUPERSEDED SURVEY CONTROL
 PP0343
 PP0343  NGVD 29 (??/??/92)  306.510  (m)         1005.61   (f) ADJ UNCH    2 0
 PP0343
 PP0343.Superseded values are not recommended for survey control.
 PP0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0343.See file dsdata.txt to determine how the superseded data were derived.
 PP0343
 PP0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2808793335(NAD 83)
 PP0343
 PP0343_MARKER: DD = SURVEY DISK
 PP0343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0343_SP_SET: BRIDGE
 PP0343_STAMPING: 3-001 1972
 PP0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0343
 PP0343  HISTORY     - Date     Condition        Report By
 PP0343  HISTORY     - 1972     MONUMENTED       MNDT
 PP0343
 PP0343                          STATION DESCRIPTION
 PP0343
 PP0343'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0343'0.7 MI S FROM PINE ISLAND.
 PP0343'MARK IS LOCATED 0.6 MILES SOUTH ALONG COUNTY ROAD 3 FROM THE JUNCTION
 PP0343'OF COUNTY ROAD 3 AND COUNTY ROAD 11 IN PINE ISLAND, THENCE 0.1 MILES
 PP0343'WEST, THENCE 0.1 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 3 AND
 PP0343'COUNTY ROAD 13, IN THE SOUTHEAST CORNER OF OLMSTED COUNTY BRIDGE NO.
 PP0343'7212, COUNTY ROAD 3 OVER THE ZUMBRO RIVER.  NE 1/4 SECTION 5, T 108N,
 PP0343'R 15W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0826 ***********************************************************************
 QO0826  DESIGNATION -  3 ADP
 QO0826  PID         -  QO0826
 QO0826  STATE/COUNTY-  MN/ANOKA
 QO0826  COUNTRY     -  US
 QO0826  USGS QUAD   -  TYPO LAKE (1974)
 QO0826
 QO0826                         *CURRENT SURVEY CONTROL
 QO0826  ______________________________________________________________________
 QO0826* NAD 83(1986) POSITION- 45 23 03.     (N) 093 06 00.     (W)   SCALED    
 QO0826* NAVD 88 ORTHO HEIGHT -   279.514  (meters)     917.04  (feet) ADJUSTED  
 QO0826  ______________________________________________________________________
 QO0826  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 QO0826  DYNAMIC HEIGHT  -        279.495 (meters)      916.98  (feet) COMP
 QO0826  MODELED GRAVITY -    980,540.9   (mgal)                       NAVD 88
 QO0826
 QO0826  VERT ORDER      -  SECOND    CLASS 0
 QO0826
 QO0826.The horizontal coordinates were scaled from a topographic map and have
 QO0826.an estimated accuracy of +/- 6 seconds.
 QO0826.
 QO0826.The orthometric height was determined by differential leveling and
 QO0826.adjusted in June 1991.
 QO0826
 QO0826.The dynamic height is computed by dividing the NAVD 88
 QO0826.geopotential number by the normal gravity value computed on the
 QO0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0826.degrees latitude (g = 980.6199 gals.).
 QO0826
 QO0826.The modeled gravity was interpolated from observed gravity values.
 QO0826
 QO0826;                    North         East    Units  Estimated Accuracy
 QO0826;SPC MN S     -   365,310.      870,490.      MT  (+/- 180 meters Scaled)
 QO0826
 QO0826                          SUPERSEDED SURVEY CONTROL
 QO0826
 QO0826  NGVD 29 (??/??/92)  279.437  (m)          916.79   (f) ADJ UNCH    2 0
 QO0826
 QO0826.Superseded values are not recommended for survey control.
 QO0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0826.See file dsdata.txt to determine how the superseded data were derived.
 QO0826
 QO0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL921256(NAD 83)
 QO0826
 QO0826_MARKER: DD = SURVEY DISK
 QO0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0826_SP_SET: MONUMENT
 QO0826_STAMPING: 3 ADP 1954
 QO0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0826
 QO0826  HISTORY     - Date     Condition        Report By
 QO0826  HISTORY     - 1954     MONUMENTED       USGS
 QO0826  HISTORY     - 1969     GOOD             MNDT
 QO0826
 QO0826                          STATION DESCRIPTION
 QO0826
 QO0826'DESCRIBED BY MN DEPT OF TRANSP 1969
 QO0826'IN MARTIN LAKE.
 QO0826'MARK IS LOCATED 6.5 MILES EAST OF TH 65 IN MARTIN LAKE, 3.0 MILES EAST
 QO0826'OF THE JUNCTION OF COUNTY ROAD 26 AND TOWNSHIP ROAD 15, 1.5 MILES
 QO0826'NORTH-NORTHWEST OF THE JUNCTION OF COUNTY ROAD 26 AND COUNTY ROAD 22,
 QO0826'0.2 MILES NORTH OF COUNTY ROAD 26, 400 FEET NORTH OF THE TOWN HALL
 QO0826'(NEW), 200 FEET SOUTHEAST OF A WINDMILL, 77 FEET WEST OF THE SOUTHWEST
 QO0826'CORNER OF THE TOWN HALL (OLD), 36 FEET SOUTH OF A POWER POLE, 33 FEET
 QO0826'EAST OF A TOWNSHIP ROAD CENTERLINE (GRAVEL) AND ABOUT 2 FEET HIGHER
 QO0826'THAN THE ROADWAY, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE
 QO0826'1/4 SECTION 4, T 33N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0081 ***********************************************************************
 RN0081  DESIGNATION -  3 BOLT
 RN0081  PID         -  RN0081
 RN0081  STATE/COUNTY-  MN/ST LOUIS
 RN0081  COUNTRY     -  US
 RN0081  USGS QUAD   -  ESKO (1993)
 RN0081
 RN0081                         *CURRENT SURVEY CONTROL
 RN0081  ______________________________________________________________________
 RN0081* NAD 83(1986) POSITION- 46 41 26.     (N) 092 16 42.     (W)   SCALED    
 RN0081* NAVD 88 ORTHO HEIGHT -   291.180  (meters)     955.31  (feet) ADJUSTED  
 RN0081  ______________________________________________________________________
 RN0081  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 RN0081  DYNAMIC HEIGHT  -        291.204 (meters)      955.39  (feet) COMP
 RN0081  MODELED GRAVITY -    980,689.9   (mgal)                       NAVD 88
 RN0081
 RN0081  VERT ORDER      -  FIRST     CLASS II
 RN0081
 RN0081.The horizontal coordinates were scaled from a topographic map and have
 RN0081.an estimated accuracy of +/- 6 seconds.
 RN0081.
 RN0081.The orthometric height was determined by differential leveling and
 RN0081.adjusted in June 1991.
 RN0081
 RN0081.The dynamic height is computed by dividing the NAVD 88
 RN0081.geopotential number by the normal gravity value computed on the
 RN0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0081.degrees latitude (g = 980.6199 gals.).
 RN0081
 RN0081.The modeled gravity was interpolated from observed gravity values.
 RN0081
 RN0081;                    North         East    Units  Estimated Accuracy
 RN0081;SPC MN N     -   121,520.      862,860.      MT  (+/- 180 meters Scaled)
 RN0081
 RN0081                          SUPERSEDED SURVEY CONTROL
 RN0081
 RN0081  NGVD 29 (??/??/92)  291.125  (m)          955.13   (f) ADJ UNCH    1 2
 RN0081
 RN0081.Superseded values are not recommended for survey control.
 RN0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0081.See file dsdata.txt to determine how the superseded data were derived.
 RN0081
 RN0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM551710(NAD 83)
 RN0081
 RN0081_MARKER: B = BOLT
 RN0081_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0081_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0081
 RN0081  HISTORY     - Date     Condition        Report By
 RN0081  HISTORY     - UNK      MONUMENTED       MRC
 RN0081  HISTORY     - 1971     GOOD             MNDT
 RN0081
 RN0081                          STATION DESCRIPTION
 RN0081
 RN0081'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0081'3.0 MI NW FROM GARY.
 RN0081'MARK IS LOCATED 3.0 MILES NORTHWEST ALONG COUNTY ROAD 3 FROM ITS
 RN0081'JUNCTION WITH T.H. 23 IN GARY, (ABOUT 600 FEET NORTHWEST OF SKY LINE
 RN0081'PARKWAY) THENCE, 0.25 MILES SOUTHWEST ALONG OLD MISSION CREEK
 RN0081'BOULEVARD TO A BRIDGE (SOUTH BRIDGE OF 2 BRIDGES), OVER THE RAILROAD
 RN0081'TRACK, THENCE, 160 FEET NORTHWEST OF THE BRIDGE CENTERLINE, 52 FEET
 RN0081'NORTHEAST OF THE NORTHEAST RAIL (BURLINGTON NORTHERN, INC.) 1 FOOT
 RN0081'SOUTH OF A STEEL WITNESS POST, LEADED IN TILE ABOUT 3 FEET BELOW A
 RN0081'STANDARD 3 INCH PIPE AND CAP (PBM 3A).  NW 1/4, SEC 32, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0080 ***********************************************************************
 RN0080  DESIGNATION -  3 CAP
 RN0080  PID         -  RN0080
 RN0080  STATE/COUNTY-  MN/ST LOUIS
 RN0080  COUNTRY     -  US
 RN0080  USGS QUAD   -  ESKO (1993)
 RN0080
 RN0080                         *CURRENT SURVEY CONTROL
 RN0080  ______________________________________________________________________
 RN0080* NAD 83(1986) POSITION- 46 41 24.     (N) 092 16 42.     (W)   SCALED    
 RN0080* NAVD 88 ORTHO HEIGHT -   292.400  (meters)     959.32  (feet) ADJUSTED  
 RN0080  ______________________________________________________________________
 RN0080  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 RN0080  DYNAMIC HEIGHT  -        292.425 (meters)      959.40  (feet) COMP
 RN0080  MODELED GRAVITY -    980,690.2   (mgal)                       NAVD 88
 RN0080
 RN0080  VERT ORDER      -  FIRST     CLASS II
 RN0080
 RN0080.The horizontal coordinates were scaled from a topographic map and have
 RN0080.an estimated accuracy of +/- 6 seconds.
 RN0080.
 RN0080.The orthometric height was determined by differential leveling and
 RN0080.adjusted in June 1991.
 RN0080
 RN0080.WARNING-Repeat measurements at this control monument indicate possible
 RN0080.vertical movement.
 RN0080
 RN0080.The dynamic height is computed by dividing the NAVD 88
 RN0080.geopotential number by the normal gravity value computed on the
 RN0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0080.degrees latitude (g = 980.6199 gals.).
 RN0080
 RN0080.The modeled gravity was interpolated from observed gravity values.
 RN0080
 RN0080;                    North         East    Units  Estimated Accuracy
 RN0080;SPC MN N     -   121,460.      862,860.      MT  (+/- 180 meters Scaled)
 RN0080
 RN0080                          SUPERSEDED SURVEY CONTROL
 RN0080
 RN0080  NGVD 29 (??/??/92)  292.343  (m)          959.13   (f) ADJ UNCH    1 2
 RN0080
 RN0080.Superseded values are not recommended for survey control.
 RN0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0080.See file dsdata.txt to determine how the superseded data were derived.
 RN0080
 RN0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM551709(NAD 83)
 RN0080
 RN0080_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0080_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0080_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0080
 RN0080  HISTORY     - Date     Condition        Report By
 RN0080  HISTORY     - UNK      MONUMENTED       MRC
 RN0080  HISTORY     - 1971     GOOD             MNDT
 RN0080
 RN0080                          STATION DESCRIPTION
 RN0080
 RN0080'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0080'3.0 MI NW FROM GARY.
 RN0080'MARK IS LOCATED 3.0 MILES NORTHWEST ALONG COUNTY ROAD 3 FROM ITS
 RN0080'JUNCTION WITH T.H. 23 IN GARY, (ABOUT 600 FEET NORTHWEST OF SKY LINE
 RN0080'PARKWAY) THENCE, 0.25 MILES SOUTHWEST ALONG OLD MISSION CREEK
 RN0080'BOULEVARD TO A BRIDGE (SOUTH BRIDGE OF 2 BRIDGES), OVER THE RAILROAD
 RN0080'TRACK, THENCE, 160 FEET NORTHWEST OF THE BRIDGE CENTERLINE, 52 FEET
 RN0080'NORTHEAST OF THE NORTHEAST RAIL (BURLINGTON NORTHERN, INC.) 1 FOOT
 RN0080'SOUTH OF A STEEL WITNESS POST, LEADED IN TILE ABOUT 3 FEET BELOW A
 RN0080'STANDARD 3 INCH PIPE AND CAP (PBM 3A).  NW 1/4, SEC 32, T 49N, R 15W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6109 ***********************************************************************
 DH6109  DESIGNATION -  3 CDL
 DH6109  PID         -  DH6109
 DH6109  STATE/COUNTY-  MN/MAHNOMEN
 DH6109  COUNTRY     -  US
 DH6109  USGS QUAD   -  MAHNOMEN (1969)
 DH6109
 DH6109                         *CURRENT SURVEY CONTROL
 DH6109  ______________________________________________________________________
 DH6109* NAD 83(1986) POSITION- 47 15 11.     (N) 095 54 55.     (W)   SCALED    
 DH6109* NAVD 88 ORTHO HEIGHT -   380.208  (meters)    1247.40  (feet) ADJUSTED  
 DH6109  ______________________________________________________________________
 DH6109  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DH6109  DYNAMIC HEIGHT  -        380.245 (meters)     1247.52  (feet) COMP
 DH6109  MODELED GRAVITY -    980,697.7   (mgal)                       NAVD 88
 DH6109
 DH6109  VERT ORDER      -  THIRD
 DH6109
 DH6109.The horizontal coordinates were scaled from a topographic map and have
 DH6109.an estimated accuracy of +/- 6 seconds.
 DH6109.
 DH6109.The orthometric height was determined by differential leveling and
 DH6109.adjusted in May 2009.
 DH6109
 DH6109.The dynamic height is computed by dividing the NAVD 88
 DH6109.geopotential number by the normal gravity value computed on the
 DH6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6109.degrees latitude (g = 980.6199 gals.).
 DH6109
 DH6109.The modeled gravity was interpolated from observed gravity values.
 DH6109
 DH6109;                    North         East    Units  Estimated Accuracy
 DH6109;SPC MN N     -   187,600.      586,950.      MT  (+/- 180 meters Scaled)
 DH6109
 DH6109                          SUPERSEDED SURVEY CONTROL
 DH6109
 DH6109.No superseded survey control is available for this station.
 DH6109
 DH6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN794374(NAD 83)
 DH6109
 DH6109_MARKER: DB = BENCH MARK DISK
 DH6109_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6109_STAMPING: 3 CDL 1967
 DH6109_MARK LOGO: USGS  
 DH6109_PROJECTION: FLUSH
 DH6109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6109_ROD/PIPE-DEPTH: 14.0 meters
 DH6109
 DH6109  HISTORY     - Date     Condition        Report By
 DH6109  HISTORY     - 1967     MONUMENTED       USGS
 DH6109
 DH6109                          STATION DESCRIPTION
 DH6109
 DH6109'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6109'MAHNOMEN, 4.O MI SOUTH AND 1.35 MI (2.17 KM) EAST OF, T. 144 N., R. 41
 DH6109'W., NEAR THE CORNER OF SECTIONS 29, 30, 31 AND 32, 55 FT. NORTH, 13
 DH6109'FT. EAST OF AND 3.9 FT. LOWER THAN CENTER OF RD. AT FIELD APPROACH
 DH6109'NORTH, 1.3 FT. SOUTH OF A FENCE LINE, 1.5 FT. EAST OF A WITNESS POST,
 DH6109'ON TOP OF A 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 15 FT. INTO THE
 DH6109'GROUND AND SURROUNDED BY A 6 INCH TILE, A STANDARD TABLET STAMPED 3
 DH6109'CDL 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0673 ***********************************************************************
 SK0673  DESIGNATION -  3 CER
 SK0673  PID         -  SK0673
 SK0673  STATE/COUNTY-  MN/CLEARWATER
 SK0673  COUNTRY     -  US
 SK0673  USGS QUAD   -  SHEVLIN (1969)
 SK0673
 SK0673                         *CURRENT SURVEY CONTROL
 SK0673  ______________________________________________________________________
 SK0673* NAD 83(1986) POSITION- 47 36 58.     (N) 095 16 10.     (W)   SCALED    
 SK0673* NAVD 88 ORTHO HEIGHT -   456.196  (meters)    1496.70  (feet) ADJUSTED  
 SK0673  ______________________________________________________________________
 SK0673  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 SK0673  DYNAMIC HEIGHT  -        456.250 (meters)     1496.88  (feet) COMP
 SK0673  MODELED GRAVITY -    980,716.9   (mgal)                       NAVD 88
 SK0673
 SK0673  VERT ORDER      -  SECOND    CLASS 0
 SK0673
 SK0673.The horizontal coordinates were scaled from a topographic map and have
 SK0673.an estimated accuracy of +/- 6 seconds.
 SK0673.
 SK0673.The orthometric height was determined by differential leveling and
 SK0673.adjusted in June 1991.
 SK0673
 SK0673.The dynamic height is computed by dividing the NAVD 88
 SK0673.geopotential number by the normal gravity value computed on the
 SK0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0673.degrees latitude (g = 980.6199 gals.).
 SK0673
 SK0673.The modeled gravity was interpolated from observed gravity values.
 SK0673
 SK0673;                    North         East    Units  Estimated Accuracy
 SK0673;SPC MN N     -   226,370.      636,940.      MT  (+/- 180 meters Scaled)
 SK0673
 SK0673                          SUPERSEDED SURVEY CONTROL
 SK0673
 SK0673  NGVD 29 (??/??/92)  455.85   (m)         1495.6    (f) COMPUTED    2 0
 SK0673
 SK0673.Superseded values are not recommended for survey control.
 SK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0673.See file dsdata.txt to determine how the superseded data were derived.
 SK0673
 SK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN294761(NAD 83)
 SK0673
 SK0673_MARKER: DB = BENCH MARK DISK
 SK0673_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0673_SP_SET: CONCRETE STEP
 SK0673_STAMPING: 3 CER 1967
 SK0673_MARK LOGO: USGS  
 SK0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0673+STABILITY: SURFACE MOTION
 SK0673
 SK0673  HISTORY     - Date     Condition        Report By
 SK0673  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0673  HISTORY     - 20041027 GOOD             GEOCAC
 SK0673
 SK0673                          STATION DESCRIPTION
 SK0673
 SK0673'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0673'9.7 KM (6.00 MI) NNW FROM SHELVIN.
 SK0673'SHEVLIN, CLEARWATER CO., 6.0 MI NORTH AND 0.5 MI WEST OF, T. 148 N.,
 SK0673'R. 36 WEST., NEAR CORNER OF SECTIONS 20, 21, 28 AND 29, 42 FT NORTH
 SK0673'AND 282 FT EAST OF THE CROSSROADS AND 3.7 FT HIGHER THAN, 1 FT SOUTH
 SK0673'AND 3 FT EAST OF THE CENTER OF THE DOORWAY TO THE DISTRICT 346
 SK0673'SCHOOL, SET IN THE TOP STEP, A STANDARD TABLET STAMPED 3 CER 1967.
 SK0673
 SK0673                          STATION RECOVERY (2004)
 SK0673
 SK0673'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SK0673'BUILDING IS GONE, CONCRETE PAD THAT CONTAINS MARK IS STILL THERE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0674 ***********************************************************************
 SK0674  DESIGNATION -  3 CER A TBM
 SK0674  PID         -  SK0674
 SK0674  STATE/COUNTY-  MN/CLEARWATER
 SK0674  COUNTRY     -  US
 SK0674  USGS QUAD   -  LEONARD (1969)
 SK0674
 SK0674                         *CURRENT SURVEY CONTROL
 SK0674  ______________________________________________________________________
 SK0674* NAD 83(1986) POSITION- 47 37 56.     (N) 095 16 16.     (W)   SCALED    
 SK0674* NAVD 88 ORTHO HEIGHT -   437.497  (meters)    1435.35  (feet) ADJUSTED  
 SK0674  ______________________________________________________________________
 SK0674  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 SK0674  DYNAMIC HEIGHT  -        437.550 (meters)     1435.53  (feet) COMP
 SK0674  MODELED GRAVITY -    980,720.7   (mgal)                       NAVD 88
 SK0674
 SK0674  VERT ORDER      -  SECOND    CLASS 0
 SK0674
 SK0674.The horizontal coordinates were scaled from a topographic map and have
 SK0674.an estimated accuracy of +/- 6 seconds.
 SK0674.
 SK0674.The orthometric height was determined by differential leveling and
 SK0674.adjusted in June 1991.
 SK0674
 SK0674.The dynamic height is computed by dividing the NAVD 88
 SK0674.geopotential number by the normal gravity value computed on the
 SK0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0674.degrees latitude (g = 980.6199 gals.).
 SK0674
 SK0674.The modeled gravity was interpolated from observed gravity values.
 SK0674
 SK0674;                    North         East    Units  Estimated Accuracy
 SK0674;SPC MN N     -   228,160.      636,870.      MT  (+/- 180 meters Scaled)
 SK0674
 SK0674                          SUPERSEDED SURVEY CONTROL
 SK0674
 SK0674.No superseded survey control is available for this station.
 SK0674
 SK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293779(NAD 83)
 SK0674
 SK0674_MARKER: Z = SEE DESCRIPTION
 SK0674_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0674_SP_SET: IN METAL CULVERT
 SK0674_STAMPING: 3 CER A TBM
 SK0674_MARK LOGO: NONE  
 SK0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0674
 SK0674  HISTORY     - Date     Condition        Report By
 SK0674  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0674
 SK0674                          STATION DESCRIPTION
 SK0674
 SK0674'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0674'2.3 KM (1.40 MI) SSE FROM LEONARD.
 SK0674'TBM 3 A, ABOUT 1.1 MI NORTH OF TABLET, 14 FT SOUTH 40 FT WEST OF
 SK0674'T-DRIVE WEST, AND 3.7 FT LOWER THAN, ON THE SOUTH END OF AN 18 IN.
 SK0674'CORRUGATED STEEL CULVERT A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0672 ***********************************************************************
 SK0672  DESIGNATION -  3 CER RM
 SK0672  PID         -  SK0672
 SK0672  STATE/COUNTY-  MN/CLEARWATER
 SK0672  COUNTRY     -  US
 SK0672  USGS QUAD   -  SHEVLIN (1969)
 SK0672
 SK0672                         *CURRENT SURVEY CONTROL
 SK0672  ______________________________________________________________________
 SK0672* NAD 83(1986) POSITION- 47 36 58.     (N) 095 16 14.     (W)   SCALED    
 SK0672* NAVD 88 ORTHO HEIGHT -   453.667  (meters)    1488.41  (feet) ADJUSTED  
 SK0672  ______________________________________________________________________
 SK0672  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 SK0672  DYNAMIC HEIGHT  -        453.721 (meters)     1488.58  (feet) COMP
 SK0672  MODELED GRAVITY -    980,716.9   (mgal)                       NAVD 88
 SK0672
 SK0672  VERT ORDER      -  SECOND    CLASS 0
 SK0672
 SK0672.The horizontal coordinates were scaled from a topographic map and have
 SK0672.an estimated accuracy of +/- 6 seconds.
 SK0672.
 SK0672.The orthometric height was determined by differential leveling and
 SK0672.adjusted in June 1991.
 SK0672
 SK0672.The dynamic height is computed by dividing the NAVD 88
 SK0672.geopotential number by the normal gravity value computed on the
 SK0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0672.degrees latitude (g = 980.6199 gals.).
 SK0672
 SK0672.The modeled gravity was interpolated from observed gravity values.
 SK0672
 SK0672;                    North         East    Units  Estimated Accuracy
 SK0672;SPC MN N     -   226,370.      636,860.      MT  (+/- 180 meters Scaled)
 SK0672
 SK0672                          SUPERSEDED SURVEY CONTROL
 SK0672
 SK0672  NGVD 29 (??/??/92)  453.32   (m)         1487.3    (f) COMPUTED    2 0
 SK0672
 SK0672.Superseded values are not recommended for survey control.
 SK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0672.See file dsdata.txt to determine how the superseded data were derived.
 SK0672
 SK0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293761(NAD 83)
 SK0672
 SK0672_MARKER: Z = SEE DESCRIPTION
 SK0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0672_SP_SET: IN METAL CULVERT
 SK0672_STAMPING: 3 CER RM
 SK0672_MARK LOGO: NONE  
 SK0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0672
 SK0672  HISTORY     - Date     Condition        Report By
 SK0672  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0672
 SK0672                          STATION DESCRIPTION
 SK0672
 SK0672'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0672'9.7 KM (6.00 MI) NNW FROM SHELVIN.
 SK0672'REFERENCE MARK, 245 FT WEST OF TABLET, 20 FT NORTH AND 39 FT EAST OF
 SK0672'THE CROSSROADS, ON THE NORTH END OF AN 18 IN. CORRUGATED STEEL
 SK0672'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0378 ***********************************************************************
 QP0378  DESIGNATION -  3 ERS TT RESET
 QP0378  PID         -  QP0378
 QP0378  STATE/COUNTY-  MN/WRIGHT
 QP0378  COUNTRY     -  US
 QP0378  USGS QUAD   -  CLEARWATER (1991)
 QP0378
 QP0378                         *CURRENT SURVEY CONTROL
 QP0378  ______________________________________________________________________
 QP0378* NAD 83(1996) POSITION- 45 23 09.06384(N) 094 00 15.71892(W)   ADJUSTED  
 QP0378* NAVD 88 ORTHO HEIGHT -   298.240  (meters)     978.48  (feet) ADJUSTED  
 QP0378  ______________________________________________________________________
 QP0378  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC09
 QP0378  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 QP0378  DYNAMIC HEIGHT  -        298.224 (meters)      978.42  (feet) COMP
 QP0378  MODELED GRAVITY -    980,554.4   (mgal)                       NAVD 88
 QP0378
 QP0378  HORZ ORDER      -  SECOND
 QP0378  VERT ORDER      -  SECOND    CLASS I
 QP0378
 QP0378.The horizontal coordinates were established by classical geodetic methods
 QP0378.and adjusted by the National Geodetic Survey in March 1999.
 QP0378.
 QP0378.The orthometric height was determined by differential leveling and
 QP0378.adjusted in June 1991.
 QP0378
 QP0378.Photographs are available for this station.
 QP0378
 QP0378.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0378
 QP0378.The dynamic height is computed by dividing the NAVD 88
 QP0378.geopotential number by the normal gravity value computed on the
 QP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0378.degrees latitude (g = 980.6199 gals.).
 QP0378
 QP0378.The modeled gravity was interpolated from observed gravity values.
 QP0378
 QP0378. The following values were computed from the NAD 83(1996) position.
 QP0378
 QP0378;                    North         East     Units Scale Factor Converg.
 QP0378;SPC MN S     -   365,108.417   799,658.030   MT  1.00004137   -0 00 11.0
 QP0378;SPC MN S     - 1,197,859.86  2,623,544.72   sFT  1.00004137   -0 00 11.0
 QP0378;UTM  15      - 5,026,305.608   421,373.717   MT  0.99967601   -0 42 54.0
 QP0378
 QP0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0378!SPC MN S     -   0.99995756  x   1.00004137  =   0.99999893
 QP0378!UTM  15      -   0.99995756  x   0.99967601  =   0.99963358
 QP0378
 QP0378                          SUPERSEDED SURVEY CONTROL
 QP0378
 QP0378  NAD 83(1986)-  45 23 09.06031(N)    094 00 15.71076(W) AD(       ) 2
 QP0378  NAD 27      -  45 23 09.18603(N)    094 00 14.76380(W) AD(       ) 2
 QP0378  NGVD 29 (??/??/92)  298.123  (m)          978.09   (f) ADJ UNCH    2 0
 QP0378
 QP0378.Superseded values are not recommended for survey control.
 QP0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0378.See file dsdata.txt to determine how the superseded data were derived.
 QP0378
 QP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2137326305(NAD 83)
 QP0378
 QP0378_MARKER: DB = BENCH MARK DISK
 QP0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0378_STAMPING: 3 ERS TT 1950 RESET 1958
 QP0378_MARK LOGO: USGS  
 QP0378_PROJECTION: PROJECTING 3 CENTIMETERS
 QP0378_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0378+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 QP0378
 QP0378  HISTORY     - Date     Condition        Report By
 QP0378  HISTORY     - 1958     MONUMENTED       USGS
 QP0378  HISTORY     - 1963     GOOD             CGS
 QP0378  HISTORY     - 1968     GOOD             MNDT
 QP0378  HISTORY     - 1977     GOOD             MNDT
 QP0378  HISTORY     - 20090401 GOOD             MNDT
 QP0378
 QP0378                          STATION DESCRIPTION
 QP0378
 QP0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BAF)
 QP0378'THE MARK IS LOCATED 3.0 MILES SE OF THE TOWN OF CLEARWATER
 QP0378'IN THE SE 1/4, SECTION 7, T122N, R26W ON COUNTY ROAD R/W.
 QP0378'
 QP0378'TO REACH THE MARK FROM THE JUNCTION OF T.H. 152 AND T.H. 24
 QP0378'IN CLEARWATER GO SE ON T.H. 152 FOR 3.2 MILES TO COUNTY ROAD
 QP0378'CROSSING, TURN LEFT AND GO EAST FOR 0.1 MILE TO MARK ON RIGHT.
 QP0378'
 QP0378'*THE MARK IS A STANDARD U.S.G.S. TRAVERSE STATION DISK SET
 QP0378'IN AN 8 INCH SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT.
 QP0378'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 290 FT. ESE OF
 QP0378'THE SE CORNER OF RAILROAD BRIDGE, 38.0 FT. SOUTH OF THE
 QP0378'CENTERLINE OF COUNTY ROAD AND 3.8 FT. EAST OF A TELEPHONE POLE.
 QP0378'
 QP0378'THE DISK IS STAMPED 3 ERS 1950 TT RESET 1958.
 QP0378
 QP0378                          STATION RECOVERY (1968)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 1968
 QP0378'3.3 MI SE FROM CLEARWATER.
 QP0378'MARK IS STANDARD USGS DISK STAMPED 3 ERS 1950 RESET 1958, 241 FEET
 QP0378'NORTHEAST OF NORTHEAST CORNER OF WOODEN BRIDGE OF GREAT NORTHERN
 QP0378'RAILROAD, 45 FEET SOUTH OF EAST-WEST ROAD, 4 FEET NORTHEAST OF
 QP0378'TELEPHONE POLE, 2 FEET SOUTHEAST OF STEEL WITNESS POST AND PROJECTS
 QP0378'ABOUT 1 INCH ABOVE GROUND.  SE 1/4 SECTION 7, T 122N, R 26W.
 QP0378
 QP0378                          STATION RECOVERY (1977)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 QP0378'THE MARK WAS FOUND AS DESCRIBED 3.4 MILES SOUTHEAST ALONG COUNTY ROAD
 QP0378'75 OLD TRUNK HIGHWAY 152 FROM THE JUNCTION OF COUNTY ROAD 75 AND
 QP0378'TRUNK HIGHWAY 24 IN CLEARWATER, THENCE, 0.15 MILES NORTHEAST ACROSS
 QP0378'A RAILROAD BRIDGE ALONG A TOWNSHIP ROAD. IT IS 241 FT. NORTHEAST OF
 QP0378'THE NORTHEAST CORNER OF A WOOD BRIDGE OVER THE BURLINGTON NORTHERN
 QP0378'RAILROAD, 39 FT. SOUTHEAST OF AND 2 FT. HIGHER THAN THE CENTER OF A
 QP0378'TOWNSHIP ROAD, AND 3.8 FT. EAST OF A POWERLINE GUY POLE. IT IS 2.2 FT.
 QP0378'SOUTHEAST OF A STEEL WITNESS POST.
 QP0378
 QP0378                          STATION RECOVERY (2009)
 QP0378
 QP0378'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 QP0378'THE MARK IS LOCATED 3.6 MI (5.8 KM) SOUTHEAST OF CLEARWATER, 3.4 MI
 QP0378'(5.5 KM) SOUTHEAST ALONG COUNTY ROAD 75 FROM THE JUNCTION OF COUNTY
 QP0378'ROAD 75 AND TRUNK HIGHWAY 24 IN CLEARWATER.
 QP0378' 
 QP0378'TO REACH STATION HEAD SOUTHEAST ON SPRING ST TOWARD MAPLE ST FOR 26 FT
 QP0378'(7.9 M) THEN TAKE THE FIRST LEFT ONTO MAPLE ST AND GO 256 FT (78.0 M)
 QP0378'HEN TAKE THE FIRST RIGHT ONTO MAIN ST AND GO 0.9 MI (1.4 KM) TURN LEFT
 QP0378'AT CO ROAD 75 NW FOR 2.5 MI (4.0 KM) TURN LEFT AT 160TH ST NW FOR 0.1
 QP0378'MI (0.2 KM) AND DESTINATION WILL BE ON THE RIGHT.  MARK IS 39 FT (11.9
 QP0378'M) SOUTHEAST OF 160TH STREET NORTHWEST, 3.8 FT (1.2 M) EAST OF POWER
 QP0378'POLE, 2.2 FT (0.7 M) SOUTHEAST OF A WITNESS POST.
 QP0378' 
 QP0378'MARK IS USGS BENCH MARK DISK SET IN MONUMENT PROJECTING 1 INCH (3 CM)
 QP0378'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4767 ***********************************************************************
 DF4767  DESIGNATION -  3 GJS
 DF4767  PID         -  DF4767
 DF4767  STATE/COUNTY-  MN/DODGE
 DF4767  COUNTRY     -  US
 DF4767  USGS QUAD   -  HAYFIELD NW (1966)
 DF4767
 DF4767                         *CURRENT SURVEY CONTROL
 DF4767  ______________________________________________________________________
 DF4767* NAD 83(2007) POSITION- 43 59 37.56581(N) 092 53 58.40668(W)   ADJUSTED  
 DF4767* NAD 83(2007) ELLIP HT-   358.769 (meters)        (02/10/07)   ADJUSTED
 DF4767* NAD 83(2007) EPOCH   -  2002.00
 DF4767* NAVD 88 ORTHO HEIGHT -   388.0    (meters)    1273.    (feet) GPS OBS   
 DF4767  ______________________________________________________________________
 DF4767  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4767  GEOID HEIGHT    -        -29.20  (meters)                     GEOID99
 DF4767  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 DF4767  NAD 83(2007) X  -   -232,500.593 (meters)                     COMP
 DF4767  NAD 83(2007) Y  - -4,590,331.114 (meters)                     COMP
 DF4767  NAD 83(2007) Z  -  4,407,842.695 (meters)                     COMP
 DF4767  LAPLACE CORR    -         -9.36  (seconds)                    DEFLEC09
 DF4767
 DF4767  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4767  Type                                         Horiz  Ellip  Dist(km)
 DF4767  -------------------------------------------------------------------
 DF4767  NETWORK                                       1.09   0.94
 DF4767  -------------------------------------------------------------------
 DF4767  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.22   1.01     11.23
 DF4767  -------------------------------------------------------------------
 DF4767  NOTE: Click here for information on individual local accuracy
 DF4767  values and other accuracy information.
 DF4767
 DF4767
 DF4767.The horizontal coordinates were established by GPS observations
 DF4767.and adjusted by the National Geodetic Survey in February 2007.
 DF4767
 DF4767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4767.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4767
 DF4767.The horizontal coordinates are valid at the epoch date displayed above
 DF4767.which is a decimal equivalence of Year/Month/Day.
 DF4767
 DF4767.The orthometric height was determined by GPS observations and a
 DF4767.high-resolution geoid model.
 DF4767
 DF4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4767
 DF4767.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4767
 DF4767.The ellipsoidal height was determined by GPS observations
 DF4767.and is referenced to NAD 83.
 DF4767
 DF4767. The following values were computed from the NAD 83(2007) position.
 DF4767
 DF4767;                    North         East     Units Scale Factor Converg.
 DF4767;SPC MN S     -   211,013.767   888,265.444   MT  0.99996105   +0 46 16.8
 DF4767;SPC MN S     -   692,301.00  2,914,250.88   sFT  0.99996105   +0 46 16.8
 DF4767;UTM  15      - 4,871,185.601   508,053.738   MT  0.99960080   +0 04 11.2
 DF4767
 DF4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4767!SPC MN S     -   0.99994375  x   0.99996105  =   0.99990480
 DF4767!UTM  15      -   0.99994375  x   0.99960080  =   0.99954457
 DF4767
 DF4767                          SUPERSEDED SURVEY CONTROL
 DF4767
 DF4767  NAD 83(1996)-  43 59 37.56521(N)    092 53 58.40602(W) AD(       ) 1
 DF4767  ELLIP H (04/02/03)  358.827  (m)                       GP(       ) 3 2
 DF4767
 DF4767.Superseded values are not recommended for survey control.
 DF4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4767.See file dsdata.txt to determine how the superseded data were derived.
 DF4767
 DF4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0805371185(NAD 83)
 DF4767
 DF4767_MARKER: DD = SURVEY DISK
 DF4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4767_STAMPING: 3 GJS 1964 1273
 DF4767_MARK LOGO: USGS  
 DF4767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4767+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DF4767
 DF4767  HISTORY     - Date     Condition        Report By
 DF4767  HISTORY     - 1964     MONUMENTED       USGS
 DF4767  HISTORY     - 20000401 GOOD             MNDT
 DF4767
 DF4767                          STATION DESCRIPTION
 DF4767
 DF4767'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4767'THE MARK WAS RECOVERED 2.5 MI (4.0 KM) SOUTH AND 2 MI (3.2 KM) WEST OF
 DF4767'DODGE CENTER, 34 FT (10.4 M) WEST AND 36 FT (11.0 M) SOUTH OF
 DF4767'CROSSROADS, 3 FT (0.9 M) SE OF P-POLE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1099 ***********************************************************************
 PQ1099  DESIGNATION -  3 JA
 PQ1099  PID         -  PQ1099
 PQ1099  STATE/COUNTY-  MN/LYON
 PQ1099  COUNTRY     -  US
 PQ1099  USGS QUAD   -  RUSSELL (1963)
 PQ1099
 PQ1099                         *CURRENT SURVEY CONTROL
 PQ1099  ______________________________________________________________________
 PQ1099* NAD 83(1996) POSITION- 44 15 15.97912(N) 095 59 25.79196(W)   ADJUSTED  
 PQ1099* NAVD 88 ORTHO HEIGHT -   510.1    (meters)    1674.    (feet) VERTCON   
 PQ1099  ______________________________________________________________________
 PQ1099  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 PQ1099  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC09
 PQ1099  HORZ ORDER      -  THIRD
 PQ1099
 PQ1099.The horizontal coordinates were established by classical geodetic methods
 PQ1099.and adjusted by the National Geodetic Survey in March 1999.
 PQ1099.
 PQ1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1099
 PQ1099.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1099
 PQ1099. The following values were computed from the NAD 83(1996) position.
 PQ1099
 PQ1099;                    North         East     Units Scale Factor Converg.
 PQ1099;SPC MN S     -   241,317.570   641,060.233   MT  0.99993129   -1 23 42.7
 PQ1099;SPC MN S     -   791,722.73  2,103,211.78   sFT  0.99993129   -1 23 42.7
 PQ1099;UTM  15      - 4,904,483.221   261,263.529   MT  1.00030101   -2 05 16.4
 PQ1099;UTM  14      - 4,904,538.709   740,253.667   MT  1.00030995   +2 06 04.2
 PQ1099
 PQ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1099!SPC MN S     -   0.99992415  x   0.99993129  =   0.99985545
 PQ1099!UTM  15      -   0.99992415  x   1.00030101  =   1.00022514
 PQ1099!UTM  14      -   0.99992415  x   1.00030995  =   1.00023408
 PQ1099
 PQ1099:                Primary Azimuth Mark                     Grid Az
 PQ1099:SPC MN S     -  STAT 7                                   271 02 25.6
 PQ1099:UTM  15      -  STAT 7                                   271 43 59.3
 PQ1099:UTM  14      -  STAT 7                                   267 32 38.7
 PQ1099
 PQ1099|---------------------------------------------------------------------|
 PQ1099| PID    Reference Object                     Distance      Geod. Az  |
 PQ1099|                                                           dddmmss.s |
 PQ1099| PR0765 STAT 7                              APPROX. 3.5 KM 2693842.9 |
 PQ1099|---------------------------------------------------------------------|
 PQ1099
 PQ1099                          SUPERSEDED SURVEY CONTROL
 PQ1099
 PQ1099  NAD 83(1996)-  44 15 15.98074(N)    095 59 25.78854(W) AD(       ) 3
 PQ1099  NAD 83(1986)-  44 15 15.97942(N)    095 59 25.77460(W) AD(       ) 3
 PQ1099  NAD 27      -  44 15 16.15666(N)    095 59 24.65503(W) AD(       ) 3
 PQ1099  NGVD 29 (07/19/86)  509.9    (m)         1673.     (f) VERT ANG       
 PQ1099
 PQ1099.Superseded values are not recommended for survey control.
 PQ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1099.See file dsdata.txt to determine how the superseded data were derived.
 PQ1099
 PQ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6126304483(NAD 83)
 PQ1099
 PQ1099_MARKER: DB = BENCH MARK DISK
 PQ1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1099_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1099_STAMPING: ET 3 JA 1961
 PQ1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1099+STABILITY: SURFACE MOTION
 PQ1099
 PQ1099  HISTORY     - Date     Condition        Report By
 PQ1099  HISTORY     - 1961     MONUMENTED       USGS
 PQ1099
 PQ1099                          STATION DESCRIPTION
 PQ1099
 PQ1099'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JSA)
 PQ1099'BURCHARD,0.5 MILE S OF. NEAR 1/4 CORNER BETWEEN SECTIONS 11 AND 14,
 PQ1099'T.109N, R.43W, 35 FT N AND 59 FT E OF T-ROAD N. IN A CONCRETE POST A
 PQ1099'STANDARD TABLET STAMPED---ET 3 JA 1961---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9309 ***********************************************************************
 AF9309  DESIGNATION -  3 KED
 AF9309  PID         -  AF9309
 AF9309  STATE/COUNTY-  MN/KANDIYOHI
 AF9309  COUNTRY     -  US
 AF9309  USGS QUAD   -  SUNBURG (1967)
 AF9309
 AF9309                         *CURRENT SURVEY CONTROL
 AF9309  ______________________________________________________________________
 AF9309* NAD 83(1986) POSITION- 45 20 52.     (N) 095 14 18.     (W)   SCALED    
 AF9309* NAVD 88 ORTHO HEIGHT -   383.928  (meters)    1259.60  (feet) ADJUSTED  
 AF9309  ______________________________________________________________________
 AF9309  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 AF9309  DYNAMIC HEIGHT  -        383.904 (meters)     1259.53  (feet) COMP
 AF9309  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 AF9309
 AF9309  VERT ORDER      -  SECOND    CLASS I
 AF9309
 AF9309.The horizontal coordinates were scaled from a topographic map and have
 AF9309.an estimated accuracy of +/- 6 seconds.
 AF9309.
 AF9309.The orthometric height was determined by differential leveling and
 AF9309.adjusted in September 1998.
 AF9309
 AF9309.The dynamic height is computed by dividing the NAVD 88
 AF9309.geopotential number by the normal gravity value computed on the
 AF9309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9309.degrees latitude (g = 980.6199 gals.).
 AF9309
 AF9309.The modeled gravity was interpolated from observed gravity values.
 AF9309
 AF9309;                    North         East    Units  Estimated Accuracy
 AF9309;SPC MN S     -   361,610.      702,950.      MT  (+/- 180 meters Scaled)
 AF9309
 AF9309                          SUPERSEDED SURVEY CONTROL
 AF9309
 AF9309.No superseded survey control is available for this station.
 AF9309
 AF9309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL246240(NAD 83)
 AF9309
 AF9309_MARKER: DB = BENCH MARK DISK
 AF9309_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF9309+WITH SETTING: PAVEMENT
 AF9309_SP_SET: FLAGPOLE BASE
 AF9309_STAMPING: 3 KED 1965
 AF9309_MARK LOGO: USGS  
 AF9309_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF9309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9309+STABILITY: SURFACE MOTION
 AF9309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF9309+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1997
 AF9309
 AF9309  HISTORY     - Date     Condition        Report By
 AF9309  HISTORY     - 1965     MONUMENTED       USGS
 AF9309  HISTORY     - 19970604 GOOD             MNDT
 AF9309
 AF9309                          STATION DESCRIPTION
 AF9309
 AF9309'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AF9309'AT THE POST OFFICE IN SUNBURG, 49.0 FT (14.9 M) WEST OF TH 104, 3.4 FT
 AF9309'(1.0 M) NNW OF THE NE COR OF THE POST OFFICE BLDG, IN CONCRETE SLAB
 AF9309'FOR A FLAG POLE (NO FLAG POLE) .
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9887 ***********************************************************************
 DK9887  DESIGNATION -  3 KED
 DK9887  PID         -  DK9887
 DK9887  STATE/COUNTY-  MN/ST LOUIS
 DK9887  COUNTRY     -  US
 DK9887  USGS QUAD   -  SHAGAWA LAKE (1986)
 DK9887
 DK9887                         *CURRENT SURVEY CONTROL
 DK9887  ______________________________________________________________________
 DK9887* NAD 83(1986) POSITION- 47 58 59.2    (N) 091 54 39.7    (W)   HD_HELD2  
 DK9887* NAVD 88 ORTHO HEIGHT -   440.783  (meters)    1446.14  (feet) ADJUSTED  
 DK9887  ______________________________________________________________________
 DK9887  GEOID HEIGHT    -        -31.10  (meters)                     GEOID09
 DK9887  DYNAMIC HEIGHT  -        440.847 (meters)     1446.35  (feet) COMP
 DK9887  MODELED GRAVITY -    980,744.9   (mgal)                       NAVD 88
 DK9887
 DK9887  VERT ORDER      -  SECOND    CLASS I
 DK9887
 DK9887.The horizontal coordinates were scaled from a topographic map and have
 DK9887.an estimated accuracy of +/- 6 seconds.
 DK9887.
 DK9887.The orthometric height was determined by differential leveling and
 DK9887.adjusted in June 2009.
 DK9887
 DK9887.Photographs are available for this station.
 DK9887
 DK9887.The dynamic height is computed by dividing the NAVD 88
 DK9887.geopotential number by the normal gravity value computed on the
 DK9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9887.degrees latitude (g = 980.6199 gals.).
 DK9887
 DK9887.The modeled gravity was interpolated from observed gravity values.
 DK9887
 DK9887;                    North         East    Units  Estimated Accuracy
 DK9887;SPC MN N     -   265,566.      888,745.      MT  (+/- 10 meters HH2 GPS)
 DK9887
 DK9887                          SUPERSEDED SURVEY CONTROL
 DK9887
 DK9887.No superseded survey control is available for this station.
 DK9887
 DK9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP8125814996(NAD 83)
 DK9887
 DK9887_MARKER: Z = SEE DESCRIPTION
 DK9887_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK9887_STAMPING: 3 KED 1964
 DK9887_MARK LOGO: DI    
 DK9887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK9887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DK9887+STABILITY: POSITION/ELEVATION WELL
 DK9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9887+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 DK9887
 DK9887  HISTORY     - Date     Condition        Report By
 DK9887  HISTORY     - 1964     MONUMENTED       DI
 DK9887  HISTORY     - 20061017 GOOD             MNDT
 DK9887
 DK9887                          STATION DESCRIPTION
 DK9887
 DK9887'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DK9887'THE STATION IS LOCATED ABOUT 19.0 MI (30.6 KM) NORTH OF BABBITT, 13.1
 DK9887'MI (21.1 KM) NORTHEAST OF EAGLES NEST AND 5.9 MI (9.5 KM)
 DK9887'NORTH-NORTHWEST OF ELY, 34 FT (10.4 M) WEST OF COUNTY ROAD 116 (ECHO
 DK9887'TRAIL), ABOUT 210 FT (64.0 M) SOUTH OF GLACIER CREEK DRIVE, IN THE TOP
 DK9887'OF LARGE GRANITE OUTCROP ON NORTH BROW OF HILL, 66.4 WEST OF POWER
 DK9887'POLE, 16.0 FT (4.9 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5406 ***********************************************************************
 DG5406  DESIGNATION -  3 KEE
 DG5406  PID         -  DG5406
 DG5406  STATE/COUNTY-  MN/TODD
 DG5406  COUNTRY     -  US
 DG5406  USGS QUAD   -  MOTLEY (1963)
 DG5406
 DG5406                         *CURRENT SURVEY CONTROL
 DG5406  ______________________________________________________________________
 DG5406* NAD 83(2007) POSITION- 46 18 39.27898(N) 094 44 46.09298(W)   ADJUSTED  
 DG5406* NAD 83(2007) ELLIP HT-   358.831 (meters)        (02/10/07)   ADJUSTED
 DG5406* NAD 83(2007) EPOCH   -  2002.00
 DG5406* NAVD 88 ORTHO HEIGHT -   385.9    (meters)    1266.    (feet) GPS OBS   
 DG5406  ______________________________________________________________________
 DG5406  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5406  GEOID HEIGHT    -        -27.01  (meters)                     GEOID99
 DG5406  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DG5406  NAD 83(2007) X  -   -365,189.323 (meters)                     COMP
 DG5406  NAD 83(2007) Y  - -4,398,509.207 (meters)                     COMP
 DG5406  NAD 83(2007) Z  -  4,589,446.206 (meters)                     COMP
 DG5406  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC09
 DG5406
 DG5406  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5406  Type                                         Horiz  Ellip  Dist(km)
 DG5406  -------------------------------------------------------------------
 DG5406  NETWORK                                       1.18   0.94
 DG5406  -------------------------------------------------------------------
 DG5406  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.30   1.01      9.47
 DG5406  -------------------------------------------------------------------
 DG5406  NOTE: Click here for information on individual local accuracy
 DG5406  values and other accuracy information.
 DG5406
 DG5406
 DG5406.The horizontal coordinates were established by GPS observations
 DG5406.and adjusted by the National Geodetic Survey in February 2007.
 DG5406
 DG5406.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5406.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5406
 DG5406.The horizontal coordinates are valid at the epoch date displayed above
 DG5406.which is a decimal equivalence of Year/Month/Day.
 DG5406
 DG5406.The orthometric height was determined by GPS observations and a
 DG5406.high-resolution geoid model.
 DG5406
 DG5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5406
 DG5406.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5406
 DG5406.The ellipsoidal height was determined by GPS observations
 DG5406.and is referenced to NAD 83.
 DG5406
 DG5406. The following values were computed from the NAD 83(2007) position.
 DG5406
 DG5406;                    North         East     Units Scale Factor Converg.
 DG5406;SPC MN C     -   245,822.263   761,786.651   MT  0.99992211   -0 21 32.0
 DG5406;SPC MN C     -   806,501.87  2,499,295.04   sFT  0.99992211   -0 21 32.0
 DG5406;UTM  15      - 5,130,074.395   365,552.798   MT  0.99982220   -1 15 46.1
 DG5406
 DG5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5406!SPC MN C     -   0.99994375  x   0.99992211  =   0.99986587
 DG5406!UTM  15      -   0.99994375  x   0.99982220  =   0.99976596
 DG5406
 DG5406                          SUPERSEDED SURVEY CONTROL
 DG5406
 DG5406  NAD 83(1996)-  46 18 39.27881(N)    094 44 46.09268(W) AD(       ) 1
 DG5406  ELLIP H (05/07/04)  358.861  (m)                       GP(       ) 4 1
 DG5406
 DG5406.Superseded values are not recommended for survey control.
 DG5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5406.See file dsdata.txt to determine how the superseded data were derived.
 DG5406
 DG5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM6555230074(NAD 83)
 DG5406
 DG5406_MARKER: S = SPIKE
 DG5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5406_STAMPING: 3 KEE 1692
 DG5406_MARK LOGO: USGS  
 DG5406_PROJECTION: RECESSED 20 CENTIMETERS
 DG5406_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5406+STABILITY: SURFACE MOTION
 DG5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5406+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5406
 DG5406  HISTORY     - Date     Condition        Report By
 DG5406  HISTORY     - 1962     MONUMENTED       USGS
 DG5406  HISTORY     - 2003     GOOD             MNDT
 DG5406
 DG5406                          STATION DESCRIPTION
 DG5406
 DG5406'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5406'3.8 MI SE OF STAPLES, 1.4 MI SOUTH ALONG TH 210 FROM JCT OF TH 210 AND
 DG5406'TH 10 IN STAPLES, THEN  3.1 MI EAST AND SE ON CO RD 7, THEN 0.15 MI
 DG5406'EAST ON CO RD 138 TO TH 210 MP 92.2, 62.7 FT SOUTH  OF (470TH ST) CO
 DG5406'RD 138, 49.7 FT WSW OF WEST RAIL OF RAIL ROAD TRACKS, 11.0 FT SSE OF
 DG5406'P-POLE,  RECESSED 8 INCHES, MAGNETIC, SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1166 ***********************************************************************
 QO1166  DESIGNATION -  3 KOS
 QO1166  PID         -  QO1166
 QO1166  STATE/COUNTY-  MN/HENNEPIN
 QO1166  COUNTRY     -  US
 QO1166  USGS QUAD   -  ROCKFORD (1993)
 QO1166
 QO1166                         *CURRENT SURVEY CONTROL
 QO1166  ______________________________________________________________________
 QO1166* NAD 83(1986) POSITION- 45 03 55.7    (N) 093 44 15.8    (W)   SCALED    
 QO1166* NAVD 88 ORTHO HEIGHT -   286.325  (meters)     939.38  (feet) ADJUSTED  
 QO1166  ______________________________________________________________________
 QO1166  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 QO1166  DYNAMIC HEIGHT  -        286.301 (meters)      939.31  (feet) COMP
 QO1166  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 QO1166
 QO1166  VERT ORDER      -  SECOND    CLASS I
 QO1166
 QO1166.The horizontal coordinates were scaled from a topographic map and have
 QO1166.an estimated accuracy of +/- 6 seconds.
 QO1166.
 QO1166.The orthometric height was determined by differential leveling and
 QO1166.adjusted in June 1991.
 QO1166
 QO1166.The dynamic height is computed by dividing the NAVD 88
 QO1166.geopotential number by the normal gravity value computed on the
 QO1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1166.degrees latitude (g = 980.6199 gals.).
 QO1166
 QO1166.The modeled gravity was interpolated from observed gravity values.
 QO1166
 QO1166;                    North         East    Units  Estimated Accuracy
 QO1166;SPC MN S     -   329,510.      820,670.      MT  (+/- 180 meters Scaled)
 QO1166
 QO1166                          SUPERSEDED SURVEY CONTROL
 QO1166
 QO1166.No superseded survey control is available for this station.
 QO1166
 QO1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4192290488(NAD 83)
 QO1166
 QO1166_MARKER: DD = SURVEY DISK
 QO1166_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1166_SP_SET: METAL ROD WITH BASE PLATE
 QO1166_STAMPING: 3 KOS 1977
 QO1166_MARK LOGO: MNDT  
 QO1166_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1166+STABILITY: SURFACE MOTION
 QO1166_ROD/PIPE-DEPTH: 2.44 meters
 QO1166
 QO1166  HISTORY     - Date     Condition        Report By
 QO1166  HISTORY     - 1977     MONUMENTED       MNDT
 QO1166  HISTORY     - 1978     GOOD             MNDT
 QO1166  HISTORY     - 20070823 MARK NOT FOUND   MNDT
 QO1166
 QO1166                          STATION DESCRIPTION
 QO1166
 QO1166'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1166'1.4 MI SOUTH FROM ROCKFORD.
 QO1166'THE MARK IS 2.0 MILES EAST MEASURED ALONG TRUNK HIGHWAY 12 FROM THE
 QO1166'EAST END OF BRIDGE NUMBER 3622 OVER THE CROW RIVER IN DELANO, THEN
 QO1166'NORTH 1.1 MILES ALONG LAKE HUGHEY ROAD TO THE JUNCTION OF C.S.A.H. 11,
 QO1166'THEN EAST 0.5 MILE ALONG C.S.A.H. 11 TO EAST LAKE REBECCA ROAD, THEN
 QO1166'NORTH 1.1 MILES ALONG EAST LAKE REBECCA ROAD. IT IS ON THE SOUTH
 QO1166'FACING SLOPE OF A DRY CREEK BED 40 FT. EAST OF THE CENTERLINE OF EAST
 QO1166'LAKE REBECCA ROAD, 10 FT. EAST OF POWER POLE NUMBER 589. IT IS 1.0 FT.
 QO1166'WEST OF A STEEL WINESS POST.
 QO1166
 QO1166                          STATION RECOVERY (2007)
 QO1166
 QO1166'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1166'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1974 ***********************************************************************
 DL1974  DESIGNATION -  3 LMT
 DL1974  PID         -  DL1974
 DL1974  STATE/COUNTY-  MN/AITKIN
 DL1974  COUNTRY     -  US
 DL1974  USGS QUAD   -  BAIN (1970)
 DL1974
 DL1974                         *CURRENT SURVEY CONTROL
 DL1974  ______________________________________________________________________
 DL1974* NAD 83(1986) POSITION- 46 50 26.80   (N) 093 36 53.00   (W)   HD_HELD1  
 DL1974* NAVD 88 ORTHO HEIGHT -   390.517  (meters)    1281.22  (feet) ADJUSTED  
 DL1974  ______________________________________________________________________
 DL1974  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 DL1974  DYNAMIC HEIGHT  -        390.541 (meters)     1281.30  (feet) COMP
 DL1974  MODELED GRAVITY -    980,663.4   (mgal)                       NAVD 88
 DL1974
 DL1974  VERT ORDER      -  SECOND    CLASS I
 DL1974
 DL1974.The horizontal coordinates were established by differentially corrected
 DL1974.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL1974.
 DL1974.The orthometric height was determined by differential leveling and
 DL1974.adjusted in May 2009.
 DL1974
 DL1974.Photographs are available for this station.
 DL1974
 DL1974.The dynamic height is computed by dividing the NAVD 88
 DL1974.geopotential number by the normal gravity value computed on the
 DL1974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1974.degrees latitude (g = 980.6199 gals.).
 DL1974
 DL1974.The modeled gravity was interpolated from observed gravity values.
 DL1974
 DL1974;                    North         East    Units  Estimated Accuracy
 DL1974;SPC MN C     -   304,794.4     848,457.6     MT  (+/- 3 meters HH1 GPS) 
 DL1974
 DL1974                          SUPERSEDED SURVEY CONTROL
 DL1974
 DL1974.No superseded survey control is available for this station.
 DL1974
 DL1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5312687653(NAD 83)
 DL1974
 DL1974_MARKER: DB = BENCH MARK DISK
 DL1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1974_STAMPING: 3 LMT 1969
 DL1974_MARK LOGO: USGS  
 DL1974_PROJECTION: FLUSH
 DL1974_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1974+STABILITY: SURFACE MOTION
 DL1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1974+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2009
 DL1974
 DL1974  HISTORY     - Date     Condition        Report By
 DL1974  HISTORY     - 1969     MONUMENTED       USGS
 DL1974  HISTORY     - 19970709 GOOD             MNDT
 DL1974  HISTORY     - 20090205 GOOD             MNDT
 DL1974
 DL1974                          STATION DESCRIPTION
 DL1974
 DL1974'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1974'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF WAUKENABO, 4.7
 DL1974'MI (7.6 KM) SOUTHEAST OF SWATARA AND 3.6 MI (5.9 KM) NORTH-NORTHWEST
 DL1974'OF BAIN.  THE MARK IS LOCATED ABOUT 10 MI (16.1 KM) SOUTH OF HILL
 DL1974'CITY, 100 FT (30.5 M) WEST OF TH 169, TH 169 MP 276.8, 6 FT (1.8 M)
 DL1974'NORTH OF NORTHERN MOST WHITE PINE TREE OF THREE, 1.0 FT (0.3 M) EAST
 DL1974'OF WITNESS POST.
 DL1974
 DL1974                          STATION RECOVERY (2009)
 DL1974
 DL1974'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DAS)
 DL1974'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5969 ***********************************************************************
 DH5969  DESIGNATION -  3 LNB
 DH5969  PID         -  DH5969
 DH5969  STATE/COUNTY-  MN/OTTER TAIL
 DH5969  COUNTRY     -  US
 DH5969  USGS QUAD   -  HENNING (1969)
 DH5969
 DH5969                         *CURRENT SURVEY CONTROL
 DH5969  ______________________________________________________________________
 DH5969* NAD 83(1986) POSITION- 46 18 06.     (N) 095 24 02.     (W)   SCALED    
 DH5969* NAVD 88 ORTHO HEIGHT -   449.499  (meters)    1474.73  (feet) ADJUSTED  
 DH5969  ______________________________________________________________________
 DH5969  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DH5969  DYNAMIC HEIGHT  -        449.507 (meters)     1474.76  (feet) COMP
 DH5969  MODELED GRAVITY -    980,619.2   (mgal)                       NAVD 88
 DH5969
 DH5969  VERT ORDER      -  THIRD
 DH5969
 DH5969.The horizontal coordinates were scaled from a topographic map and have
 DH5969.an estimated accuracy of +/- 6 seconds.
 DH5969.
 DH5969.The orthometric height was determined by differential leveling and
 DH5969.adjusted in May 2009.
 DH5969
 DH5969.No vertical observational check was made to the station.
 DH5969
 DH5969.The dynamic height is computed by dividing the NAVD 88
 DH5969.geopotential number by the normal gravity value computed on the
 DH5969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5969.degrees latitude (g = 980.6199 gals.).
 DH5969
 DH5969.The modeled gravity was interpolated from observed gravity values.
 DH5969
 DH5969;                    North         East    Units  Estimated Accuracy
 DH5969;SPC MN C     -   245,320.      711,370.      MT  (+/- 180 meters Scaled)
 DH5969
 DH5969                          SUPERSEDED SURVEY CONTROL
 DH5969
 DH5969.No superseded survey control is available for this station.
 DH5969
 DH5969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM151303(NAD 83)
 DH5969
 DH5969_MARKER: DB = BENCH MARK DISK
 DH5969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5969_STAMPING: 3 LNB 1967
 DH5969_MARK LOGO: USGS  
 DH5969_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5969+STABILITY: SURFACE MOTION
 DH5969
 DH5969  HISTORY     - Date     Condition        Report By
 DH5969  HISTORY     - 1967     MONUMENTED       USGS
 DH5969
 DH5969                          STATION DESCRIPTION
 DH5969
 DH5969'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5969'HENNING, ABOUT 2.4 MI (3.9 KM) SE. OF ALONG THE SOO LINE RR., ALMORA,
 DH5969'ABOUT 4.3 MI (6.9 KM) NW. OF, ALONG THE SOO LINE RR., NEAR THE CENTER
 DH5969'OF THE SW. 1/4 OF SECTION 30, T. 133 NORTH, R. 37 WEST, ABOUT 0.25 MI
 DH5969'(0.40 KM) SE. OF MILEPOST 168, 154 FT (46.9 M) WEST OF COOUNT ROAD AT
 DH5969'CENTER OF CURVE, 154 FT (46.9 M) NW. OF A T-FENCE S., 46 FT (14.0 M)
 DH5969'SW. OF CENTER OF TRACKS, 1 FT (0.3 M) NE. OF RIGHT-OF-WAY FENCE AND
 DH5969'1.6 FT (0.5 M) NW. OF A METAL WITNESS POST, IN TOP OF CONCRETE POST, A
 DH5969'STANDARD TABLET STAMPED 3 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9754 ***********************************************************************
 DE9754  DESIGNATION -  3 PGH
 DE9754  PID         -  DE9754
 DE9754  STATE/COUNTY-  MN/CLEARWATER
 DE9754  COUNTRY     -  US
 DE9754  USGS QUAD   -  BERNER NE (1972)
 DE9754
 DE9754                         *CURRENT SURVEY CONTROL
 DE9754  ______________________________________________________________________
 DE9754* NAD 83(2007) POSITION- 47 57 35.24411(N) 095 16 28.83301(W)   ADJUSTED  
 DE9754* NAD 83(2007) ELLIP HT-   332.285 (meters)        (02/10/07)   ADJUSTED
 DE9754* NAD 83(2007) EPOCH   -  2002.00
 DE9754* NAVD 88 ORTHO HEIGHT -   360.199  (meters)    1181.75  (feet) ADJUSTED  
 DE9754  ______________________________________________________________________
 DE9754  NAD 83(2007) X  -   -393,394.585 (meters)                     COMP
 DE9754  NAD 83(2007) Y  - -4,261,140.985 (meters)                     COMP
 DE9754  NAD 83(2007) Z  -  4,714,130.299 (meters)                     COMP
 DE9754  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 DE9754  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DE9754  DYNAMIC HEIGHT  -        360.260 (meters)     1181.95  (feet) COMP
 DE9754  MODELED GRAVITY -    980,770.6   (mgal)                       NAVD 88
 DE9754
 DE9754  VERT ORDER      -  SECOND    CLASS I
 DE9754
 DE9754  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9754  Type                                         Horiz  Ellip  Dist(km)
 DE9754  -------------------------------------------------------------------
 DE9754  NETWORK                                       1.15   0.86
 DE9754  -------------------------------------------------------------------
 DE9754  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.03   0.71      2.82
 DE9754  -------------------------------------------------------------------
 DE9754  NOTE: Click here for information on individual local accuracy
 DE9754  values and other accuracy information.
 DE9754
 DE9754
 DE9754.The horizontal coordinates were established by GPS observations
 DE9754.and adjusted by the National Geodetic Survey in February 2007.
 DE9754
 DE9754.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9754.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9754
 DE9754.The horizontal coordinates are valid at the epoch date displayed above
 DE9754.which is a decimal equivalence of Year/Month/Day.
 DE9754
 DE9754.The orthometric height was determined by differential leveling and
 DE9754.adjusted in October 2007.
 DE9754
 DE9754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9754
 DE9754.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9754
 DE9754.The ellipsoidal height was determined by GPS observations
 DE9754.and is referenced to NAD 83.
 DE9754
 DE9754.The dynamic height is computed by dividing the NAVD 88
 DE9754.geopotential number by the normal gravity value computed on the
 DE9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9754.degrees latitude (g = 980.6199 gals.).
 DE9754
 DE9754.The modeled gravity was interpolated from observed gravity values.
 DE9754
 DE9754. The following values were computed from the NAD 83(2007) position.
 DE9754
 DE9754;                    North         East     Units Scale Factor Converg.
 DE9754;SPC MN N     -   264,574.394   637,624.801   MT  0.99990517   -1 36 42.9
 DE9754;SPC MN N     -   868,024.49  2,091,940.70   sFT  0.99990517   -1 36 42.9
 DE9754;UTM  15      - 5,314,335.057   330,192.149   MT  0.99995432   -1 41 23.1
 DE9754
 DE9754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9754!SPC MN N     -   0.99994792  x   0.99990517  =   0.99985310
 DE9754!UTM  15      -   0.99994792  x   0.99995432  =   0.99990225
 DE9754
 DE9754                          SUPERSEDED SURVEY CONTROL
 DE9754
 DE9754  NAD 83(1996)-  47 57 35.24414(N)    095 16 28.83303(W) AD(       ) 1
 DE9754  ELLIP H (01/24/03)  332.274  (m)                       GP(       ) 4 1
 DE9754  NAVD 88 (04/16/04)  360.232  (m)         1181.86   (f) SUPERSEDED  2 1
 DE9754  NAVD 88 (01/24/03)  360.20   (m)         1181.8    (f) LEVELING    3  
 DE9754
 DE9754.Superseded values are not recommended for survey control.
 DE9754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9754.See file dsdata.txt to determine how the superseded data were derived.
 DE9754
 DE9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP3019214335(NAD 83)
 DE9754
 DE9754_MARKER: DB = BENCH MARK DISK
 DE9754_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE9754_SP_SET: BRIDGE HEADWALL
 DE9754_STAMPING: 3 PGH 1972
 DE9754_MARK LOGO: USGS  
 DE9754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE9754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9754+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2001
 DE9754
 DE9754  HISTORY     - Date     Condition        Report By
 DE9754  HISTORY     - 1972     MONUMENTED       USGS
 DE9754  HISTORY     - 20010710 GOOD             MNDT
 DE9754  HISTORY     - 20010720 GOOD             MNDT
 DE9754
 DE9754                          STATION DESCRIPTION
 DE9754
 DE9754'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9754'THE MARK WAS RECOVERED 15.45 MI (24.86 KM) WEST AND NORTH ALONG TH 1
 DE9754'FROM JCT OF TH 89 (1 MI WEST OF RED LAKE) , AT TH 89 MP 101.6, 200 FT
 DE9754'(61.0 M) EAST OF TH 89, 38 FT (11.6 M) NORTH OF SE CORNER OF BRIDGE,
 DE9754'13 FT (4.0 M) EAST OF OLD TH 89, IN CENTER OF EAST HEADWALL OF BRIDGE
 DE9754'NO 4613 OVER RED LAKE RIVER.
 DE9754
 DE9754                          STATION RECOVERY (2001)
 DE9754
 DE9754'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE9754'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 15.45 MI (24.86
 DE9754'KM) WEST AND NORTH ALONG TH 1 FROM SOUTH JCT OF TH 1 AND TH 89 (1 MI
 DE9754'WEST OF RED LAKE), AT TH 89 MP 101.6, 12.2 MI (19.6 KM) WEST AND 5.7
 DE9754'MI (9.2 KM) NORTH OF RED LAKE, 200 FT (61.0 M) EAST OF TH 89, 38 FT
 DE9754'(11.6 M) NORTH OF SE COR OF BRDG, 13 FT (4.0 M) EAST OF OLD TH 89, IN
 DE9754'CENTER OF EAST HEADWALL OF TH 1 AND OLD TH 89 BRDG 4613 OVER RED LAKE
 DE9754'RIVER, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2874 ***********************************************************************
 DM2874  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2874  DESIGNATION -  3 RB
 DM2874  PID         -  DM2874
 DM2874  STATE/COUNTY-  MN/POPE
 DM2874  COUNTRY     -  US
 DM2874  USGS QUAD   -  CYRUS (1968)
 DM2874
 DM2874                         *CURRENT SURVEY CONTROL
 DM2874  ______________________________________________________________________
 DM2874* NAD 83(2007) POSITION- 45 30 48.34272(N) 095 44 50.69176(W)   ADJUSTED  
 DM2874* NAD 83(2007) ELLIP HT-   306.654 (meters)        (08/27/10)   ADJUSTED
 DM2874* NAD 83(2007) EPOCH   -  2002.00
 DM2874* NAVD 88 ORTHO HEIGHT -   332.87   (meters)    1092.1   (feet) GPS OBS   
 DM2874  ______________________________________________________________________
 DM2874  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM2874  GEOID HEIGHT    -        -26.18  (meters)                     GEOID03
 DM2874  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 DM2874  NAD 83(2007) X  -   -448,368.716 (meters)                     COMP
 DM2874  NAD 83(2007) Y  - -4,454,770.342 (meters)                     COMP
 DM2874  NAD 83(2007) Z  -  4,527,733.938 (meters)                     COMP
 DM2874  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC09
 DM2874  HORZ ORDER      -  FIRST
 DM2874  ELLP ORDER      -  THIRD     CLASS I
 DM2874
 DM2874.The horizontal coordinates were established by GPS observations
 DM2874.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2874
 DM2874.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2874.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2874
 DM2874.The horizontal coordinates are valid at the epoch date displayed above
 DM2874.which is a decimal equivalence of Year/Month/Day.
 DM2874
 DM2874.The orthometric height was determined by GPS observations and a
 DM2874.high-resolution geoid model using precise GPS observation and
 DM2874.processing techniques.
 DM2874
 DM2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2874
 DM2874.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2874
 DM2874.The ellipsoidal height was determined by GPS observations
 DM2874.and is referenced to NAD 83.
 DM2874
 DM2874. The following values were computed from the NAD 83(2007) position.
 DM2874
 DM2874;                    North         East     Units Scale Factor Converg.
 DM2874;SPC MN C     -   158,172.584   682,996.982   MT  1.00002397   -1 04 59.6
 DM2874;SPC MN C     -   518,937.89  2,240,799.27   sFT  1.00002397   -1 04 59.6
 DM2874;UTM  15      - 5,043,660.335   285,405.704   MT  1.00016622   -1 57 38.8
 DM2874
 DM2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2874!SPC MN C     -   0.99995193  x   1.00002397  =   0.99997589
 DM2874!UTM  15      -   0.99995193  x   1.00016622  =   1.00011814
 DM2874
 DM2874                          SUPERSEDED SURVEY CONTROL
 DM2874
 DM2874.No superseded survey control is available for this station.
 DM2874
 DM2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8540543660(NAD 83)
 DM2874
 DM2874_MARKER: DB = BENCH MARK DISK
 DM2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2874_STAMPING: 3 RB 1966 1091
 DM2874_MARK LOGO: USGS  
 DM2874_PROJECTION: PROJECTING 3 CENTIMETERS
 DM2874_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2874+STABILITY: SURFACE MOTION
 DM2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2874+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DM2874
 DM2874  HISTORY     - Date     Condition        Report By
 DM2874  HISTORY     - 19660401 MONUMENTED       USGS
 DM2874  HISTORY     - 20090806 GOOD             MNDT
 DM2874  HISTORY     - 20090806 GOOD             MNDT
 DM2874
 DM2874                          STATION DESCRIPTION
 DM2874
 DM2874'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM2874'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2874'THE MARK IS 2.3 MILES EAST-NORTHEAST OF HANCOCK, 0.7 MILE
 DM2874'NORTH-NORTHEAST ALONG COUNTY ROAD 1 (270TH STREET) FROM JUNCTION OF
 DM2874'COUNTY ROAD 1 AND TRUNK HIGHWAY 9 IN HANCOCK TO JUNCTION OF COUNTY
 DM2874'ROAD 51 (270TH STREET), THEN 1.0 MILE EAST ALONG COUNTY ROAD 1, THEN
 DM2874'1.0 MILE EAST ALONG 270TH STREET TO TEE-JUNCTION OF 400TH AVENUE, 37.0
 DM2874'FEET EAST OF 400TH AVENUE, 24.0 FEET SOUTH OF 270TH STREET, 26.0 FEET
 DM2874'SOUTH AND 1.5 FEET WEST OF TEE-FENCE EAST, 3.0 FEET SOUTH OF WITNESS
 DM2874'POST.
 DM2874
 DM2874                          STATION RECOVERY (2009)
 DM2874
 DM2874'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM2874'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2874'THE MARK IS 2.3 MILES EAST-NORTHEAST OF HANCOCK, 0.7 MILE
 DM2874'NORTH-NORTHEAST ALONG COUNTY ROAD 1 (270TH STREET) FROM JUNCTION OF
 DM2874'COUNTY ROAD 1 AND TRUNK HIGHWAY 9 IN HANCOCK TO JUNCTION OF COUNTY
 DM2874'ROAD 51 (270TH STREET), THEN 1.0 MILE EAST ALONG COUNTY ROAD 1, THEN
 DM2874'1.0 MILE EAST ALONG 270TH STREET TO TEE-JUNCTION OF 400TH AVENUE, 37.0
 DM2874'FEET EAST OF 400TH AVENUE, 24.0 FEET SOUTH OF 270TH STREET, 26.0 FEET
 DM2874'SOUTH AND 1.5 FEET WEST OF TEE-FENCE EAST, 3.0 FEET SOUTH OF WITNESS
 DM2874'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QQ0746 ***********************************************************************
 QQ0746  DESIGNATION -  3 RESET
 QQ0746  PID         -  QQ0746
 QQ0746  STATE/COUNTY-  MN/BIG STONE
 QQ0746  COUNTRY     -  US
 QQ0746  USGS QUAD   -  ORTONVILLE (1971)
 QQ0746
 QQ0746                         *CURRENT SURVEY CONTROL
 QQ0746  ______________________________________________________________________
 QQ0746* NAD 83(1986) POSITION- 45 18 21.14   (N) 096 26 51.38   (W)   HD_HELD1  
 QQ0746* NAVD 88 ORTHO HEIGHT -   298.143  (meters)     978.16  (feet) ADJUSTED  
 QQ0746  ______________________________________________________________________
 QQ0746  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 QQ0746  DYNAMIC HEIGHT  -        298.125 (meters)      978.10  (feet) COMP
 QQ0746  MODELED GRAVITY -    980,546.2   (mgal)                       NAVD 88
 QQ0746
 QQ0746  VERT ORDER      -  SECOND    CLASS I
 QQ0746
 QQ0746.The horizontal coordinates were established by differentially corrected
 QQ0746.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QQ0746.
 QQ0746.The orthometric height was determined by differential leveling and
 QQ0746.adjusted in July 2008.
 QQ0746
 QQ0746.Photographs are available for this station.
 QQ0746
 QQ0746.The dynamic height is computed by dividing the NAVD 88
 QQ0746.geopotential number by the normal gravity value computed on the
 QQ0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QQ0746.degrees latitude (g = 980.6199 gals.).
 QQ0746
 QQ0746.The modeled gravity was interpolated from observed gravity values.
 QQ0746
 QQ0746;                    North         East    Units  Estimated Accuracy
 QQ0746;SPC MN S     -   359,093.1     608,068.3     MT  (+/- 3 meters HH1 GPS) 
 QQ0746
 QQ0746                          SUPERSEDED SURVEY CONTROL
 QQ0746
 QQ0746  NAVD 88 (07/28/98)  298.158  (m)          978.21   (f) SUPERSEDED  1 2
 QQ0746  NGVD 29 (04/14/03)  298.07   (m)          977.9    (f) RESET       3  
 QQ0746
 QQ0746.Superseded values are not recommended for survey control.
 QQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QQ0746.See file dsdata.txt to determine how the superseded data were derived.
 QQ0746
 QQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR0009320099(NAD 83)
 QQ0746
 QQ0746_MARKER: DV = VERTICAL CONTROL DISK
 QQ0746_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QQ0746_SP_SET: CONCRETE FOOTING
 QQ0746_STAMPING: 3 USE RESET 1976
 QQ0746_MARK LOGO: NGS   
 QQ0746_MAGNETIC: N = NO MAGNETIC MATERIAL
 QQ0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QQ0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QQ0746+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2007
 QQ0746
 QQ0746  HISTORY     - Date     Condition        Report By
 QQ0746  HISTORY     - 1976     MONUMENTED       NGS
 QQ0746  HISTORY     - 19970609 GOOD             NGS
 QQ0746  HISTORY     - 20050921 GOOD             MNDT
 QQ0746  HISTORY     - 20070531 GOOD             MNDT
 QQ0746
 QQ0746                          STATION DESCRIPTION
 QQ0746
 QQ0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 QQ0746'IN ORTONVILLE.
 QQ0746'AT THE INTERSECTION OF MADISON AVENUE AND FIRST STREET NW, 49 FEET
 QQ0746'SOUTHWEST OF THE CENTER OF THE MANHOLE COVER IN THE CENTER OF THE
 QQ0746'INTERSECTION, 39.3 FEET EAST OF THE NORTHEAST CORNER OF THE RED OWL
 QQ0746'STORE, 34 FEET WEST OF THE CENTER OF FIRST STREET, 30 FEET SOUTH OF
 QQ0746'THE CENTER MADISON AVENUE, IN THE TOP OF THE NORTHWEST 1 OF 2
 QQ0746'CONCRETE PILLARS WHICH SUPPORT A RED OWL STORE SIGN, THE PILLAR IS 20
 QQ0746'BY 20-INCHES SQUARE AND PROJECTS 18-INCHES ABOVE GROUND. THE USE BENCH
 QQ0746'MARK NO 3, A COPPER PLUG IN A GRANITE MONUMENT, WAS RECOVERED IN GOOD
 QQ0746'CONDITION AND REMOVED AT THIS TIME. IT WAS THE UNDERGROUND MARKER.
 QQ0746
 QQ0746                          STATION RECOVERY (1997)
 QQ0746
 QQ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 QQ0746'IN ORTONVILLE, AT THE INTERSECTION OF MADISON AVENUE AND 1ST STREET,
 QQ0746'IN THE CONCRETE FOOTING FOR THE NORTHEAST LEG FOR A SIGN (BILLS SUPER
 QQ0746'VALUE), 10.2 M (33.5 FT) SOUTHWEST OF THE STREET CENTERLINE, 9.2 M
 QQ0746'(30.2 FT) SOUTHEAST OF THE AVENUE CENTERLINE, 4.7 M (15.4 FT)
 QQ0746'NORTHEAST OF THE NORTHEAST CORNER OF THE STORE, AND 0.5 M (1.6 FT)
 QQ0746'ABOVE THE LEVEL OF THE AVENUE.
 QQ0746
 QQ0746                          STATION RECOVERY (2005)
 QQ0746
 QQ0746'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 QQ0746'RECOVERED AS DESCRIBED.
 QQ0746
 QQ0746                          STATION RECOVERY (2007)
 QQ0746
 QQ0746'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (CAG)
 QQ0746'IN ORTONVILLE, AT THE INTERSECTION OF MADISON AVENUE AND FIRST STREET
 QQ0746'NORTHWEST, 49 FEET SOUTHWEST OF THE CENTER OF THE MANHOLE COVER IN THE
 QQ0746'INTERSECTION, 15.4 FEET EAST OF THE NORTHEAST CORNER OF BILL'S
 QQ0746'SUPERVALU FOODS, 34 FEET WEST OF THE CENTER OF FIRST STREET, 30 FEET
 QQ0746'SOUTH OF MADISON AVENUE, IN THE TOP OF THE NORTHWEST 1 OF 2 CONCRETE
 QQ0746'PILLAS WHICH SUPPORT A RED OWL STORE SIGN, THE PILLAR IS 20 BY
 QQ0746'20-INCHES SQUARE AND POJECTS 18-INCHES ABOVE GROUND. STORE THE CENTER
 QQ0746'MADISON AVENUE CONCRETE PILLARS WHICH SUPPORT A SUPERVALUE STORE STORE
 QQ0746'SIGN BY 20-INCHES SQUARE AND PROJECTS 18-INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1100 ***********************************************************************
 PQ1100  DESIGNATION -  3 T
 PQ1100  PID         -  PQ1100
 PQ1100  STATE/COUNTY-  MN/LYON
 PQ1100  COUNTRY     -  US
 PQ1100  USGS QUAD   -  RUSSELL (1963)
 PQ1100
 PQ1100                         *CURRENT SURVEY CONTROL
 PQ1100  ______________________________________________________________________
 PQ1100* NAD 83(1996) POSITION- 44 22 04.79193(N) 095 59 54.40997(W)   ADJUSTED  
 PQ1100* NAVD 88 ORTHO HEIGHT -   482.55   (+/-2cm)    1583.2   (feet) VERTCON   
 PQ1100  ______________________________________________________________________
 PQ1100  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 PQ1100  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC09
 PQ1100  HORZ ORDER      -  THIRD
 PQ1100  VERT ORDER      -  THIRD ? (See Below)
 PQ1100
 PQ1100.The horizontal coordinates were established by classical geodetic methods
 PQ1100.and adjusted by the National Geodetic Survey in March 1999.
 PQ1100.
 PQ1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1100
 PQ1100.The vertical order pertains to the NGVD 29 superseded value.
 PQ1100
 PQ1100.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1100
 PQ1100. The following values were computed from the NAD 83(1996) position.
 PQ1100
 PQ1100;                    North         East     Units Scale Factor Converg.
 PQ1100;SPC MN S     -   253,946.873   640,734.046   MT  0.99992474   -1 24 02.8
 PQ1100;SPC MN S     -   833,157.37  2,102,141.62   sFT  0.99992474   -1 24 02.8
 PQ1100;UTM  15      - 4,917,120.273   261,090.449   MT  1.00030200   -2 05 51.7
 PQ1100;UTM  14      - 4,917,129.342   739,157.001   MT  1.00030346   +2 05 59.5
 PQ1100
 PQ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1100!SPC MN S     -   0.99992850  x   0.99992474  =   0.99985325
 PQ1100!UTM  15      -   0.99992850  x   1.00030200  =   1.00023048
 PQ1100!UTM  14      -   0.99992850  x   1.00030346  =   1.00023194
 PQ1100
 PQ1100                          SUPERSEDED SURVEY CONTROL
 PQ1100
 PQ1100  NAD 83(1996)-  44 22 04.78745(N)    095 59 54.40868(W) AD(       ) 3
 PQ1100  NAD 83(1986)-  44 22 04.78668(N)    095 59 54.39919(W) AD(       ) 3
 PQ1100  NAD 27      -  44 22 04.91821(N)    095 59 53.28842(W) AD(       ) 3
 PQ1100  NGVD 29 (07/19/86)  482.31   (m)         1582.4    (f) LEVELING    3  
 PQ1100
 PQ1100.Superseded values are not recommended for survey control.
 PQ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1100.See file dsdata.txt to determine how the superseded data were derived.
 PQ1100
 PQ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6109017120(NAD 83)
 PQ1100
 PQ1100_MARKER: DB = BENCH MARK DISK
 PQ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1100_STAMPING: 3 T 1960 1582
 PQ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1100+STABILITY: SURFACE MOTION
 PQ1100
 PQ1100  HISTORY     - Date     Condition        Report By
 PQ1100  HISTORY     - 1960     MONUMENTED       USGS
 PQ1100  HISTORY     - 20050524 MARK NOT FOUND   DUCKS
 PQ1100
 PQ1100                          STATION DESCRIPTION
 PQ1100
 PQ1100'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1100'RUSSELL,3.5 MILE N AND 2 MILE W OF. 1100 FT S,35 FT E AND 26.2 FT
 PQ1100'HIGHER THAN X-ROADS AT NE CORNER OF SECTION 2,T.110N,R.43W,210 FT N OF
 PQ1100'E-W FENCE AND 2 FT W OF N-S FENCE. IN A CONCRETE POST A STANDARD
 PQ1100'TABLET STAMPED---3 T 1960 1582 ET---.
 PQ1100
 PQ1100                          STATION RECOVERY (2005)
 PQ1100
 PQ1100'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 PQ1100'SEARCHED WITH LOCATOR AND SHOVEL FOR 1/2 HOUR.  THIS AREA HAS BEEN
 PQ1100'EXTENSIVELY FARMED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9732 ***********************************************************************
 DE9732  DESIGNATION -  3 TPA
 DE9732  PID         -  DE9732
 DE9732  STATE/COUNTY-  MN/BELTRAMI
 DE9732  COUNTRY     -  US
 DE9732  USGS QUAD   -  NEBISH (1972)
 DE9732
 DE9732                         *CURRENT SURVEY CONTROL
 DE9732  ______________________________________________________________________
 DE9732* NAD 83(2007) POSITION- 47 51 38.09128(N) 094 45 49.78723(W)   ADJUSTED  
 DE9732* NAD 83(2007) ELLIP HT-   342.219 (meters)        (02/10/07)   ADJUSTED
 DE9732* NAD 83(2007) EPOCH   -  2002.00
 DE9732* NAVD 88 ORTHO HEIGHT -   370.384  (meters)    1215.17  (feet) ADJUSTED  
 DE9732  ______________________________________________________________________
 DE9732  NAD 83(2007) X  -   -356,067.777 (meters)                     COMP
 DE9732  NAD 83(2007) Y  - -4,272,643.835 (meters)                     COMP
 DE9732  NAD 83(2007) Z  -  4,706,743.313 (meters)                     COMP
 DE9732  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC09
 DE9732  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 DE9732  DYNAMIC HEIGHT  -        370.446 (meters)     1215.37  (feet) COMP
 DE9732  MODELED GRAVITY -    980,768.3   (mgal)                       NAVD 88
 DE9732
 DE9732  VERT ORDER      -  SECOND    CLASS I
 DE9732
 DE9732  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9732  Type                                         Horiz  Ellip  Dist(km)
 DE9732  -------------------------------------------------------------------
 DE9732  NETWORK                                       2.42   1.41
 DE9732  -------------------------------------------------------------------
 DE9732  MEDIAN LOCAL ACCURACY AND DIST (008 points)   2.44   1.43      7.46
 DE9732  -------------------------------------------------------------------
 DE9732  NOTE: Click here for information on individual local accuracy
 DE9732  values and other accuracy information.
 DE9732
 DE9732
 DE9732.The horizontal coordinates were established by GPS observations
 DE9732.and adjusted by the National Geodetic Survey in February 2007.
 DE9732
 DE9732.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9732.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9732
 DE9732.The horizontal coordinates are valid at the epoch date displayed above
 DE9732.which is a decimal equivalence of Year/Month/Day.
 DE9732
 DE9732.The orthometric height was determined by differential leveling and
 DE9732.adjusted in October 2007.
 DE9732
 DE9732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9732
 DE9732.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9732
 DE9732.The ellipsoidal height was determined by GPS observations
 DE9732.and is referenced to NAD 83.
 DE9732
 DE9732.The dynamic height is computed by dividing the NAVD 88
 DE9732.geopotential number by the normal gravity value computed on the
 DE9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9732.degrees latitude (g = 980.6199 gals.).
 DE9732
 DE9732.The modeled gravity was interpolated from observed gravity values.
 DE9732
 DE9732. The following values were computed from the NAD 83(2007) position.
 DE9732
 DE9732;                    North         East     Units Scale Factor Converg.
 DE9732;SPC MN N     -   252,600.016   675,523.644   MT  0.99990291   -1 13 59.7
 DE9732;SPC MN N     -   828,738.55  2,216,280.49   sFT  0.99990291   -1 13 59.7
 DE9732;UTM  15      - 5,302,310.540   368,074.169   MT  0.99981387   -1 18 29.1
 DE9732
 DE9732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9732!SPC MN N     -   0.99994637  x   0.99990291  =   0.99984928
 DE9732!UTM  15      -   0.99994637  x   0.99981387  =   0.99976025
 DE9732
 DE9732                          SUPERSEDED SURVEY CONTROL
 DE9732
 DE9732  NAD 83(1996)-  47 51 38.09079(N)    094 45 49.78669(W) AD(       ) 1
 DE9732  ELLIP H (01/24/03)  342.254  (m)                       GP(       ) 4 1
 DE9732  NAVD 88 (04/16/04)  370.410  (m)         1215.25   (f) SUPERSEDED  2 1
 DE9732  NAVD 88 (01/24/03)  370.39   (m)         1215.2    (f) LEVELING    3  
 DE9732
 DE9732.Superseded values are not recommended for survey control.
 DE9732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9732.See file dsdata.txt to determine how the superseded data were derived.
 DE9732
 DE9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6807402310(NAD 83)
 DE9732
 DE9732_MARKER: DB = BENCH MARK DISK
 DE9732_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DE9732_STAMPING: 3 TPA 1972
 DE9732_MARK LOGO: USGS  
 DE9732_PROJECTION: RECESSED 3 CENTIMETERS
 DE9732_MAGNETIC: I = MARKER IS A STEEL ROD
 DE9732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9732+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 DE9732
 DE9732  HISTORY     - Date     Condition        Report By
 DE9732  HISTORY     - 1972     MONUMENTED       USGS
 DE9732  HISTORY     - 20010710 GOOD             MNDT
 DE9732  HISTORY     - 20030522 GOOD             MNDT
 DE9732
 DE9732                          STATION DESCRIPTION
 DE9732
 DE9732'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE9732'THE MARK WAS RECOVERED 13.8 MI (22.2 KM) EAST ALONG TH 1 FROM JCT OF
 DE9732'TH 89 (1 MI WEST OF RED LAKE) 1.5 MI (2.4 KM) SOUTH AND 3 MI (4.8 KM)
 DE9732'WEST OF QUIRING, AT TH 1 MP 130.81, 58.6 FT (17.9 M) EAST OF FENCE
 DE9732'CORNER, 37 FT (11.3 M) NORTH OF TH 1, 1 FT (0.3 M) NORTH OF P-POLE
 DE9732'WITH WIT SIGN, 1.7 FT (0.5 M) NE OF WIT POST.
 DE9732
 DE9732                          STATION RECOVERY (2003)
 DE9732
 DE9732'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DE9732'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE9732'THE MARK IS 13.8 MI (22.2 KM) EAST ALONG TH 1 FROM JCT OF TH 1 AND TH
 DE9732'89 (1 MI WEST OF RED LAKE) , 1.5 MI (2.4 KM) SOUTH AND 3 MI (4.8 KM)
 DE9732'WEST OF QUIRING, AT TH 1 MP 130.81, 58.6 FT (17.9 M) EAST OF
 DE9732'NORTH-SOUTH FENCE, 37 FT (11.3 M) NORTH OF TH 1, 1.4 FT (0.4 M) NNW OF
 DE9732'P-POLE, 3.5 FT (1.1 M) SOUTH OF EAST-WEST FENCE, RECESSED 1 INCH,
 DE9732'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1700 ***********************************************************************
 DN1700  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1700  DESIGNATION -  30
 DN1700  PID         -  DN1700
 DN1700  STATE/COUNTY-  MN/ANOKA
 DN1700  COUNTRY     -  US
 DN1700  USGS QUAD   -  CEDAR (1993)
 DN1700
 DN1700                         *CURRENT SURVEY CONTROL
 DN1700  ______________________________________________________________________
 DN1700* NAD 83(2007) POSITION- 45 17 52.91940(N) 093 17 23.21392(W)   ADJUSTED  
 DN1700* NAD 83(2007) ELLIP HT-   247.566 (meters)        (07/18/11)   ADJUSTED
 DN1700* NAD 83(2007) EPOCH   -  2002.00
 DN1700* NAVD 88 ORTHO HEIGHT -   275.76   (meters)     904.7   (feet) GPS OBS   
 DN1700  ______________________________________________________________________
 DN1700  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DN1700  NAD 83(2007) X  -   -257,908.856 (meters)                     COMP
 DN1700  NAD 83(2007) Y  - -4,486,877.269 (meters)                     COMP
 DN1700  NAD 83(2007) Z  -  4,510,884.019 (meters)                     COMP
 DN1700  LAPLACE CORR    -          3.09  (seconds)                    DEFLEC09
 DN1700  HORZ ORDER      -  FIRST
 DN1700  ELLP ORDER      -  SECOND    CLASS I
 DN1700
 DN1700.The horizontal coordinates were established by GPS observations
 DN1700.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1700
 DN1700.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1700.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1700
 DN1700.The horizontal coordinates are valid at the epoch date displayed above
 DN1700.which is a decimal equivalence of Year/Month/Day.
 DN1700
 DN1700.The orthometric height was determined by GPS observations and a
 DN1700.high-resolution geoid model using precise GPS observation and
 DN1700.processing techniques.
 DN1700
 DN1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1700
 DN1700.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1700
 DN1700.The ellipsoidal height was determined by GPS observations
 DN1700.and is referenced to NAD 83.
 DN1700
 DN1700. The following values were computed from the NAD 83(2007) position.
 DN1700
 DN1700;                    North         East     Units Scale Factor Converg.
 DN1700;SPC MN S     -   355,590.178   855,707.748   MT  1.00001880   +0 29 52.1
 DN1700;SPC MN S     - 1,166,632.11  2,807,434.50   sFT  1.00001880   +0 29 52.1
 DN1700;UTM  15      - 5,016,099.813   477,279.488   MT  0.99960635   -0 12 21.5
 DN1700
 DN1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1700!SPC MN S     -   0.99996119  x   1.00001880  =   0.99997999
 DN1700!UTM  15      -   0.99996119  x   0.99960635  =   0.99956755
 DN1700
 DN1700                          SUPERSEDED SURVEY CONTROL
 DN1700
 DN1700.No superseded survey control is available for this station.
 DN1700
 DN1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7727916099(NAD 83)
 DN1700
 DN1700_MARKER: I = METAL ROD
 DN1700_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DN1700_MARK LOGO: MN-003
 DN1700_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1700+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2011
 DN1700
 DN1700  HISTORY     - Date     Condition        Report By
 DN1700  HISTORY     - 19950101 MONUMENTED       MN-003
 DN1700  HISTORY     - 20110518 GOOD             MNDT
 DN1700
 DN1700                          STATION DESCRIPTION
 DN1700
 DN1700'DESCRIBED BY MN DEPT OF TRANSP 2011 (KMS)
 DN1700'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1700'THE MARK IS 3.0 MILES WEST-NORTHWEST OF SODERVILLE, 2.5 MILES WEST
 DN1700'ALONG VIKING BOULEVARD (COUNTY ROAD 22) FROM JUNCTION OF VIKING
 DN1700'BOULEVARD AND TRUNK HIGHWAY 65 WHICH IS NORTH OF SODERVILLE, THEN 1.6
 DN1700'MILES SOUTH ON CEDAR DRIVE NORTHWEST, THEN 0.2 MILE WEST ON COUNTY
 DN1700'ROAD 58 (181ST AVENUE NORTHWEST), 108.3 FEET WEST OF WEST RAIL AND
 DN1700'TRACKS, 44 FEET WEST OF ENTRANCE TO SOUTH, 35 FEET SOUTH OF COUNTY
 DN1700'ROAD 58, 33.4 FEET WEST OF GAS PIPELINE POST, 14.0 FEET SOUTHEAST OF
 DN1700'UNDERGROUND CABLE BOX, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0705 ***********************************************************************
 SK0705  DESIGNATION -  30 CER
 SK0705  PID         -  SK0705
 SK0705  STATE/COUNTY-  MN/CLEARWATER
 SK0705  COUNTRY     -  US
 SK0705  USGS QUAD   -  GULLY (1972)
 SK0705
 SK0705                         *CURRENT SURVEY CONTROL
 SK0705  ______________________________________________________________________
 SK0705* NAD 83(1986) POSITION- 47 45 16.     (N) 095 33 37.     (W)   SCALED    
 SK0705* NAVD 88 ORTHO HEIGHT -   397.346  (meters)    1303.63  (feet) ADJUSTED  
 SK0705  ______________________________________________________________________
 SK0705  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 SK0705  DYNAMIC HEIGHT  -        397.407 (meters)     1303.83  (feet) COMP
 SK0705  MODELED GRAVITY -    980,753.0   (mgal)                       NAVD 88
 SK0705
 SK0705  VERT ORDER      -  SECOND    CLASS 0
 SK0705
 SK0705.The horizontal coordinates were scaled from a topographic map and have
 SK0705.an estimated accuracy of +/- 6 seconds.
 SK0705.
 SK0705.The orthometric height was determined by differential leveling and
 SK0705.adjusted in June 1991.
 SK0705
 SK0705.The dynamic height is computed by dividing the NAVD 88
 SK0705.geopotential number by the normal gravity value computed on the
 SK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0705.degrees latitude (g = 980.6199 gals.).
 SK0705
 SK0705.The modeled gravity was interpolated from observed gravity values.
 SK0705
 SK0705;                    North         East    Units  Estimated Accuracy
 SK0705;SPC MN N     -   242,400.      615,580.      MT  (+/- 180 meters Scaled)
 SK0705
 SK0705                          SUPERSEDED SURVEY CONTROL
 SK0705
 SK0705.No superseded survey control is available for this station.
 SK0705
 SK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN081921(NAD 83)
 SK0705
 SK0705_MARKER: DB = BENCH MARK DISK
 SK0705_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0705_SP_SET: COPPER-CLAD STEEL ROD
 SK0705_STAMPING: 30 CER 1967
 SK0705_MARK LOGO: USGS  
 SK0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0705
 SK0705  HISTORY     - Date     Condition        Report By
 SK0705  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0705
 SK0705                          STATION DESCRIPTION
 SK0705
 SK0705'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0705'3.9 KM (2.40 MI) NW FROM GONVICK.
 SK0705'GONVICK, CLEARWATER CO., 1.0 MI NORTH AND 2.0 MI WEST OF, T. 149 N.,
 SK0705'R. 38 W., NEAR THE QUARTER CORNER BETWEEN SECTIONS 5 AND 6, 79 FT
 SK0705'NORTH, 200 FT WEST OF CROSSROADS, AND 2.4 FT LOWER THAN, 22 FT SOUTH
 SK0705'OF RAILROAD TRACKS, ON TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO A
 SK0705'DEPTH OF 15 FEET, A STANDARD TABLET STAMPED 30 CER 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0706 ***********************************************************************
 SK0706  DESIGNATION -  30 CER A TBM
 SK0706  PID         -  SK0706
 SK0706  STATE/COUNTY-  MN/POLK
 SK0706  COUNTRY     -  US
 SK0706  USGS QUAD   -  GULLY (1972)
 SK0706
 SK0706                         *CURRENT SURVEY CONTROL
 SK0706  ______________________________________________________________________
 SK0706* NAD 83(1986) POSITION- 47 45 38.     (N) 095 34 48.     (W)   SCALED    
 SK0706* NAVD 88 ORTHO HEIGHT -   398.540  (meters)    1307.54  (feet) ADJUSTED  
 SK0706  ______________________________________________________________________
 SK0706  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 SK0706  DYNAMIC HEIGHT  -        398.602 (meters)     1307.75  (feet) COMP
 SK0706  MODELED GRAVITY -    980,755.7   (mgal)                       NAVD 88
 SK0706
 SK0706  VERT ORDER      -  SECOND    CLASS 0
 SK0706
 SK0706.The horizontal coordinates were scaled from a topographic map and have
 SK0706.an estimated accuracy of +/- 6 seconds.
 SK0706.
 SK0706.The orthometric height was determined by differential leveling and
 SK0706.adjusted in June 1991.
 SK0706
 SK0706.The dynamic height is computed by dividing the NAVD 88
 SK0706.geopotential number by the normal gravity value computed on the
 SK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0706.degrees latitude (g = 980.6199 gals.).
 SK0706
 SK0706.The modeled gravity was interpolated from observed gravity values.
 SK0706
 SK0706;                    North         East    Units  Estimated Accuracy
 SK0706;SPC MN N     -   243,120.      614,120.      MT  (+/- 180 meters Scaled)
 SK0706
 SK0706                          SUPERSEDED SURVEY CONTROL
 SK0706
 SK0706.No superseded survey control is available for this station.
 SK0706
 SK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN066929(NAD 83)
 SK0706
 SK0706_MARKER: N = NAIL
 SK0706_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0706_SP_SET: CENTERLINE HWY.
 SK0706_MARK LOGO: USGS  
 SK0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0706
 SK0706  HISTORY     - Date     Condition        Report By
 SK0706  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0706
 SK0706                          STATION DESCRIPTION
 SK0706
 SK0706'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0706'3.2 KM (2.00 MI) ESE FROM GULLY.
 SK0706'TBM 30 A, 1.0 MI WEST OF TABLET ALONG STATE HWY. 92, IN THE CENTER OF
 SK0706'ASPHALT HWY. AT A NORTH-SOUTH GRAVEL ROAD CROSSING, A COPPER NAIL AND
 SK0706'WASHER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0704 ***********************************************************************
 SK0704  DESIGNATION -  30 CER RM
 SK0704  PID         -  SK0704
 SK0704  STATE/COUNTY-  MN/CLEARWATER
 SK0704  COUNTRY     -  US
 SK0704  USGS QUAD   -  GULLY (1972)
 SK0704
 SK0704                         *CURRENT SURVEY CONTROL
 SK0704  ______________________________________________________________________
 SK0704* NAD 83(1986) POSITION- 47 45 15.     (N) 095 33 34.     (W)   SCALED    
 SK0704* NAVD 88 ORTHO HEIGHT -   396.495  (meters)    1300.83  (feet) ADJUSTED  
 SK0704  ______________________________________________________________________
 SK0704  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 SK0704  DYNAMIC HEIGHT  -        396.556 (meters)     1301.03  (feet) COMP
 SK0704  MODELED GRAVITY -    980,753.0   (mgal)                       NAVD 88
 SK0704
 SK0704  VERT ORDER      -  SECOND    CLASS 0
 SK0704
 SK0704.The horizontal coordinates were scaled from a topographic map and have
 SK0704.an estimated accuracy of +/- 6 seconds.
 SK0704.
 SK0704.The orthometric height was determined by differential leveling and
 SK0704.adjusted in June 1991.
 SK0704
 SK0704.The dynamic height is computed by dividing the NAVD 88
 SK0704.geopotential number by the normal gravity value computed on the
 SK0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0704.degrees latitude (g = 980.6199 gals.).
 SK0704
 SK0704.The modeled gravity was interpolated from observed gravity values.
 SK0704
 SK0704;                    North         East    Units  Estimated Accuracy
 SK0704;SPC MN N     -   242,360.      615,640.      MT  (+/- 180 meters Scaled)
 SK0704
 SK0704                          SUPERSEDED SURVEY CONTROL
 SK0704
 SK0704.No superseded survey control is available for this station.
 SK0704
 SK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN081921(NAD 83)
 SK0704
 SK0704_MARKER: Z = SEE DESCRIPTION
 SK0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0704_SP_SET: IN METAL CULVERT
 SK0704_STAMPING: 30 CER RM
 SK0704_MARK LOGO: NONE  
 SK0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0704
 SK0704  HISTORY     - Date     Condition        Report By
 SK0704  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0704
 SK0704                          STATION DESCRIPTION
 SK0704
 SK0704'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0704'3.9 KM (2.40 MI) NW FROM GONVICK.
 SK0704'REFERENCE MARK, 216 FT SE. OF TABLET, 50 FT NORTH AND 26 FT EAST OF
 SK0704'CROSSROADS, ON THE EAST END OF A 24-IN. CORRUGATED STEEL CULVERT,
 SK0704'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6016 ***********************************************************************
 DH6016  DESIGNATION -  30 DRL
 DH6016  PID         -  DH6016
 DH6016  STATE/COUNTY-  MN/DOUGLAS
 DH6016  COUNTRY     -  US
 DH6016  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DH6016
 DH6016                         *CURRENT SURVEY CONTROL
 DH6016  ______________________________________________________________________
 DH6016* NAD 83(1986) POSITION- 45 56 51.     (N) 095 13 47.     (W)   SCALED    
 DH6016* NAVD 88 ORTHO HEIGHT -   413.469  (meters)    1356.52  (feet) ADJUSTED  
 DH6016  ______________________________________________________________________
 DH6016  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 DH6016  DYNAMIC HEIGHT  -        413.469 (meters)     1356.52  (feet) COMP
 DH6016  MODELED GRAVITY -    980,602.6   (mgal)                       NAVD 88
 DH6016
 DH6016  VERT ORDER      -  THIRD
 DH6016
 DH6016.The horizontal coordinates were scaled from a topographic map and have
 DH6016.an estimated accuracy of +/- 6 seconds.
 DH6016.
 DH6016.The orthometric height was determined by differential leveling and
 DH6016.adjusted in May 2009.
 DH6016
 DH6016.No vertical observational check was made to the station.
 DH6016
 DH6016.Photographs are available for this station.
 DH6016
 DH6016.The dynamic height is computed by dividing the NAVD 88
 DH6016.geopotential number by the normal gravity value computed on the
 DH6016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6016.degrees latitude (g = 980.6199 gals.).
 DH6016
 DH6016.The modeled gravity was interpolated from observed gravity values.
 DH6016
 DH6016;                    North         East    Units  Estimated Accuracy
 DH6016;SPC MN C     -   205,780.      724,040.      MT  (+/- 180 meters Scaled)
 DH6016
 DH6016                          SUPERSEDED SURVEY CONTROL
 DH6016
 DH6016.No superseded survey control is available for this station.
 DH6016
 DH6016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL271906(NAD 83)
 DH6016
 DH6016_MARKER: DB = BENCH MARK DISK
 DH6016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6016_STAMPING: 30 DRL 1965
 DH6016_MARK LOGO: USGS  
 DH6016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6016+STABILITY: SURFACE MOTION
 DH6016
 DH6016  HISTORY     - Date     Condition        Report By
 DH6016  HISTORY     - 1965     MONUMENTED       USGS
 DH6016  HISTORY     - 19670620 GOOD             USGS
 DH6016
 DH6016                          STATION DESCRIPTION
 DH6016
 DH6016'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH6016'NELSON, 4.0 MI (6.4 KM) NORTH AND 1.5 MI (2.4 KM) EAST OF BELLE RIVER,
 DH6016'3.0 MI (4.8 KM) SOUTH OF NEAR THE CORNER OF SECTIONS 28, 29, 32 AND
 DH6016'33, T. 129 NORTH, R. 36 WEST, 32 FT (9.8 M) SOUTH, 63 FT (19.2 M) WEST
 DH6016'AND 0.4 FT (0.1 M) HIGHER THAN CENTER OF T-RD. NORTH, 2.5 FT (0.8 M)
 DH6016'EAST OF TELEPHONE POLE WITH WITNESS SIGN, IN THE TOP OF A CONCRETE
 DH6016'POST, STANDARD TABLET STAMPED 30 DRL 1965
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL1417 ***********************************************************************
 SL1417  DESIGNATION -  30 KEE
 SL1417  PID         -  SL1417
 SL1417  STATE/COUNTY-  MN/POLK
 SL1417  COUNTRY     -  US
 SL1417  USGS QUAD   -  FERTILE (1965)
 SL1417
 SL1417                         *CURRENT SURVEY CONTROL
 SL1417  ______________________________________________________________________
 SL1417* NAD 83(1996) POSITION- 47 36 56.73095(N) 096 16 48.96240(W)   ADJUSTED  
 SL1417* NAVD 88 ORTHO HEIGHT -   348.491  (meters)    1143.34  (feet) ADJUSTED  
 SL1417  ______________________________________________________________________
 SL1417  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC09
 SL1417  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 SL1417  DYNAMIC HEIGHT  -        348.547 (meters)     1143.52  (feet) COMP
 SL1417  MODELED GRAVITY -    980,764.0   (mgal)                       NAVD 88
 SL1417
 SL1417  HORZ ORDER      -  SECOND
 SL1417  VERT ORDER      -  SECOND    CLASS I
 SL1417
 SL1417.The horizontal coordinates were established by classical geodetic methods
 SL1417.and adjusted by the National Geodetic Survey in March 1999.
 SL1417.
 SL1417.The orthometric height was determined by differential leveling and
 SL1417.adjusted in March 2005.
 SL1417
 SL1417.No vertical observational check was made to the station.
 SL1417
 SL1417.Photographs are available for this station.
 SL1417
 SL1417.The Laplace correction was computed from DEFLEC09 derived deflections.
 SL1417
 SL1417.The dynamic height is computed by dividing the NAVD 88
 SL1417.geopotential number by the normal gravity value computed on the
 SL1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL1417.degrees latitude (g = 980.6199 gals.).
 SL1417
 SL1417.The modeled gravity was interpolated from observed gravity values.
 SL1417
 SL1417. The following values were computed from the NAD 83(1996) position.
 SL1417
 SL1417;                    North         East     Units Scale Factor Converg.
 SL1417;SPC MN N     -   228,959.400   561,003.419   MT  0.99991013   -2 21 26.2
 SL1417;SPC MN N     -   751,177.63  1,840,558.72   sFT  0.99991013   -2 21 26.2
 SL1417;UTM  14      - 5,277,179.012   704,374.817   MT  1.00011332   +2 00 34.6
 SL1417
 SL1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SL1417!SPC MN N     -   0.99994958  x   0.99991013  =   0.99985972
 SL1417!UTM  14      -   0.99994958  x   1.00011332  =   1.00006290
 SL1417
 SL1417                          SUPERSEDED SURVEY CONTROL
 SL1417
 SL1417  NAD 83(1996)-  47 36 56.73063(N)    096 16 48.95994(W) AD(       ) 2
 SL1417  NAD 83(1986)-  47 36 56.73017(N)    096 16 48.95617(W) AD(       ) 2
 SL1417  NAD 27      -  47 36 56.85237(N)    096 16 47.76344(W) AD(       ) 2
 SL1417
 SL1417.Superseded values are not recommended for survey control.
 SL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL1417.See file dsdata.txt to determine how the superseded data were derived.
 SL1417
 SL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT0437477179(NAD 83)
 SL1417
 SL1417_MARKER: DB = BENCH MARK DISK
 SL1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL1417_STAMPING: 30 KEE 1963
 SL1417_MARK LOGO: USGS  
 SL1417_PROJECTION: FLUSH
 SL1417_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SL1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SL1417+STABILITY: SURFACE MOTION
 SL1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SL1417+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 SL1417
 SL1417  HISTORY     - Date     Condition        Report By
 SL1417  HISTORY     - 19630401 MONUMENTED       USGS
 SL1417  HISTORY     - 1964     GOOD             USGS
 SL1417  HISTORY     - 1979     GOOD             NGS
 SL1417  HISTORY     - 20031208 GOOD             DUCKS
 SL1417  HISTORY     - 20040508 GOOD             MNDT
 SL1417  HISTORY     - 20060927 GOOD             MNDT
 SL1417  HISTORY     - 20100720 GOOD             MNDT
 SL1417
 SL1417                          STATION DESCRIPTION
 SL1417
 SL1417'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (RAR)
 SL1417'THE STATION IS 5-1/2 MILES NORTH OF FERTILE, 2-3/4 MILES
 SL1417'SOUTHWEST OF MAPLE BAY, AND IN THE NORTHWEST ANGLE OF THE
 SL1417'INTERSECTION OF STATE HIGHWAY 32 AND COUNTY ROUTE 41.  A
 SL1417'TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MAPLE,
 SL1417'DISTANCE BEING 26.576 METERS (87.19 FEET) SOUTH OF STATION MAPLE.
 SL1417'
 SL1417'TO REACH STATION MAPLE FROM THE JUNCTION OF STATE HIGHWAYS 32
 SL1417'AND 102, APPROXIMATELY 1 MILE NORTH OF FERTILE, GO NORTH ON
 SL1417'HIGHWAY 32 FOR 4.55 MILES TO A CROSSROAD (COUNTY ROUTE 41)
 SL1417'AND STATION MAPLE IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 SL1417'
 SL1417'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 SL1417'STAMPED 30 KEE 1963, SET IN A 6 INCH SQUARE CONCRETE POST WHICH
 SL1417'PROJECTS 2 INCHES.  IT IS 72.5 FEET NORTH OF THE CENTER OF
 SL1417'COUNTY ROUTE 41, 22 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A
 SL1417'TELEPHONE POLE, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 SL1417
 SL1417                          STATION RECOVERY (1979)
 SL1417
 SL1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CF)
 SL1417'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, AND IS
 SL1417'LOCATED AT T.H. 32 MILE POINT 66.95 AND ENGINEERING STATION
 SL1417'535 + 45.
 SL1417
 SL1417                          STATION RECOVERY (2003)
 SL1417
 SL1417'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 SL1417'RECOVERED IN GOOD CONDITION.
 SL1417
 SL1417                          STATION RECOVERY (2004)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DAS)
 SL1417'5.5 MILES (8.9 KM) NORTH OF FERTILE, IN NORTHWEST QUADRANT OF JUNCTION
 SL1417'OF TRUNK HIGHWAY 32 AND COUNTY ROAD 41, AT TRUNK HIGHWAY 32 MILEPOINT
 SL1417'66.95, 72.5 FEET (22.1 M) NORTH OF COUNTY ROAD 41, 22 FEET (6.7 M)
 SL1417'NORTH OF FENCE, 1.0 FEET (0.3 M) WEST OF WITNESS POST, 87.19 FEET
 SL1417'(26.58 M) SOUTH OF STATION MAPLE.
 SL1417
 SL1417                          STATION RECOVERY (2006)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DNR)
 SL1417'5.5 MILES NORTH OF FERTILE, IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK
 SL1417'HIGHWAY 32 AND COUNTY ROAD 41, AT TRUNK HIGHWAY 32 MILEPOINT 66.95,
 SL1417'72.5 FEET NORTH OF COUNTY ROAD 41, 87.19 FEET SOUTH OF STATION MAPLE,
 SL1417'22 FEET NORTH OF FENCE, 1.0 FEET WEST OF WITNESS POST
 SL1417
 SL1417                          STATION RECOVERY (2010)
 SL1417
 SL1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 SL1417'THE MARK IS 5.5 MI (8.8 KM) NORTH OF FERTILE.
 SL1417' 
 SL1417'TO REACH THE MARK GO 4.5 MI (7.2 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM
 SL1417'THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 102 WEST AT 1.0 MI
 SL1417'(1.6 KM) NORTH OF FERTILE, IN NORTHWEST QUADRANT OF THE JUNCTION OF
 SL1417'TRUNK HIGHWAY 32 AND COUNTY ROAD 41, AT TRUNK HIGHWAY 32 MILE POINT
 SL1417'66.95.
 SL1417' 
 SL1417'IT IS 162.6 FT (49.6 M) WEST OF TRUNK HIGHWAY 32, 72.5 FT (22.1 M)
 SL1417'NORTH OF COUNTY ROAD 41, 87.19 FT (26.6 M) SOUTH OF STATION MAPLE, 22
 SL1417'FT (6.7 M) NORTH OF A FENCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0544 ***********************************************************************
 PQ0544  DESIGNATION -  30 LMT
 PQ0544  PID         -  PQ0544
 PQ0544  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0544  COUNTRY     -  US
 PQ0544  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0544
 PQ0544                         *CURRENT SURVEY CONTROL
 PQ0544  ______________________________________________________________________
 PQ0544* NAD 83(1996) POSITION- 44 55 40.05763(N) 095 46 03.24555(W)   ADJUSTED  
 PQ0544* NAVD 88 ORTHO HEIGHT -   306.114  (meters)    1004.31  (feet) ADJUSTED  
 PQ0544  ______________________________________________________________________
 PQ0544  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC09
 PQ0544  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 PQ0544  DYNAMIC HEIGHT  -        306.091 (meters)     1004.23  (feet) COMP
 PQ0544  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 PQ0544
 PQ0544  HORZ ORDER      -  SECOND
 PQ0544  VERT ORDER      -  SECOND    CLASS 0
 PQ0544
 PQ0544.The horizontal coordinates were established by classical geodetic methods
 PQ0544.and adjusted by the National Geodetic Survey in March 1999.
 PQ0544.
 PQ0544.The orthometric height was determined by differential leveling and
 PQ0544.adjusted in June 1991.
 PQ0544
 PQ0544.Photographs are available for this station.
 PQ0544
 PQ0544.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0544
 PQ0544.The dynamic height is computed by dividing the NAVD 88
 PQ0544.geopotential number by the normal gravity value computed on the
 PQ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0544.degrees latitude (g = 980.6199 gals.).
 PQ0544
 PQ0544.The modeled gravity was interpolated from observed gravity values.
 PQ0544
 PQ0544. The following values were computed from the NAD 83(1996) position.
 PQ0544
 PQ0544;                    North         East     Units Scale Factor Converg.
 PQ0544;SPC MN S     -   315,711.347   660,475.800   MT  0.99994969   -1 14 20.2
 PQ0544;SPC MN S     - 1,035,796.31  2,166,911.02   sFT  0.99994969   -1 14 20.2
 PQ0544;UTM  15      - 4,978,655.807   281,599.170   MT  1.00018657   -1 57 19.0
 PQ0544
 PQ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0544!SPC MN S     -   0.99995613  x   0.99994969  =   0.99990582
 PQ0544!UTM  15      -   0.99995613  x   1.00018657  =   1.00014269
 PQ0544
 PQ0544                          SUPERSEDED SURVEY CONTROL
 PQ0544
 PQ0544  NAD 83(1996)-  44 55 40.05780(N)    095 46 03.24465(W) AD(       ) 2
 PQ0544  NAD 83(1986)-  44 55 40.05967(N)    095 46 03.23165(W) AD(       ) 2
 PQ0544  NAD 27      -  44 55 40.21515(N)    095 46 02.13916(W) AD(       ) 2
 PQ0544  NGVD 29 (??/??/92)  305.948  (m)         1003.76   (f) ADJ UNCH    2 0
 PQ0544
 PQ0544.Superseded values are not recommended for survey control.
 PQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0544.See file dsdata.txt to determine how the superseded data were derived.
 PQ0544
 PQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8159978655(NAD 83)
 PQ0544
 PQ0544_MARKER: DD = SURVEY DISK
 PQ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0544_STAMPING: 1004 30 LMT 1964
 PQ0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0544+STABILITY: SURFACE MOTION
 PQ0544
 PQ0544  HISTORY     - Date     Condition        Report By
 PQ0544  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0544  HISTORY     - 1974     GOOD             MNDT
 PQ0544
 PQ0544                          STATION DESCRIPTION
 PQ0544
 PQ0544'DESCRIBED BY MN DEPT OF TRANSP 1975 (OCO)
 PQ0544'A STANDARD USGS DISK STAMPED 30 LMT 1964, IS SET IN A 6 INCH SQUARE
 PQ0544'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 PQ0544'MARK IS 34 FEET SOUTH OF A TOWNSHIP ROAD, 35 FEET WEST OF A
 PQ0544'TOWNSHIP ROAD, 2.4 FEET LOWER THAN THE LEVEL OF THE CROSSROADS,
 PQ0544'AND 2 FEET SOUTH OF A POWER POLE.
 PQ0544'
 PQ0544'TO REACH THE MARK FROM THE STATION GO EAST ON THE TOWNSHIP ROAD
 PQ0544'FOR 0.5 MILE TO THE MARK ON THE RIGHT
 PQ0544
 PQ0544                          STATION RECOVERY (1974)
 PQ0544
 PQ0544'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 PQ0544'2.2 MI SW FROM MONTEVIDEO.
 PQ0544'THE MARK WAS FOUND, AS DESCRIBED, 2.15 MILES WEST ALONG T.H. 212 AND
 PQ0544'T.H. 59 FROM THE T.H. 212 AND T.H. 59 JUNCTION AT MONTEVIDEO, THENCE,
 PQ0544'0.5 MILES SOUTH ALONG A TOWNSHIP ROAD.  IT IS 35 FEET WEST OF AND 2
 PQ0544'FEET LOWER THAN THE CENTER OF A TOWNSHIP ROAD, 35 FEET SOUTH OF THE
 PQ0544'CENTER OF AN EAST-WEST TOWNSHIP ROAD, 18.8 FEET WEST-SOUTHWEST OF THE
 PQ0544'WEST END OF A 24 INCH METAL CULVERT UNDER THE NORTH-SOUTH TOWNSHIP
 PQ0544'ROAD AND 1.4 FEET SOUTH OF A POWER POLE.  IT IS 0.9 FEET WEST OF A
 PQ0544'STEEL WITNESS POST, IN A CONCRETE MAGNETIC MONUMENT SET FLUSH WITH THE
 PQ0544'GROUND.  SW 1/4, SEC 23, T 117N, R 41W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5048 ***********************************************************************
 AC5048  HT_MOD      -  This is a Height Modernization Survey Station.
 AC5048  DESIGNATION -  30 LMT
 AC5048  PID         -  AC5048
 AC5048  STATE/COUNTY-  MN/HOUSTON
 AC5048  COUNTRY     -  US
 AC5048  USGS QUAD   -  SPRING GROVE (1965)
 AC5048
 AC5048                         *CURRENT SURVEY CONTROL
 AC5048  ______________________________________________________________________
 AC5048* NAD 83(2007) POSITION- 43 36 08.52558(N) 091 39 39.90429(W)   ADJUSTED  
 AC5048* NAD 83(2007) ELLIP HT-   330.128 (meters)        (02/10/07)   ADJUSTED
 AC5048* NAD 83(2007) EPOCH   -  2002.00
 AC5048* NAVD 88 ORTHO HEIGHT -   360.46   (meters)    1182.6   (feet) GPS OBS   
 AC5048  ______________________________________________________________________
 AC5048  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC5048  GEOID HEIGHT    -        -30.26  (meters)                     GEOID03
 AC5048  GEOID HEIGHT    -        -30.34  (meters)                     GEOID09
 AC5048  NAD 83(2007) X  -   -134,103.955 (meters)                     COMP
 AC5048  NAD 83(2007) Y  - -4,624,350.983 (meters)                     COMP
 AC5048  NAD 83(2007) Z  -  4,376,432.460 (meters)                     COMP
 AC5048  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC09
 AC5048
 AC5048  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC5048  Type                                         Horiz  Ellip  Dist(km)
 AC5048  -------------------------------------------------------------------
 AC5048  NETWORK                                       1.19   2.31
 AC5048  -------------------------------------------------------------------
 AC5048  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.21   2.35      9.30
 AC5048  -------------------------------------------------------------------
 AC5048  NOTE: Click here for information on individual local accuracy
 AC5048  values and other accuracy information.
 AC5048
 AC5048
 AC5048.The horizontal coordinates were established by GPS observations
 AC5048.and adjusted by the National Geodetic Survey in February 2007.
 AC5048
 AC5048.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC5048.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC5048
 AC5048.The horizontal coordinates are valid at the epoch date displayed above
 AC5048.which is a decimal equivalence of Year/Month/Day.
 AC5048
 AC5048.The orthometric height was determined by GPS observations and a
 AC5048.high-resolution geoid model using precise GPS observation and
 AC5048.processing techniques.
 AC5048
 AC5048.Photographs are available for this station.
 AC5048
 AC5048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5048
 AC5048.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC5048
 AC5048.The ellipsoidal height was determined by GPS observations
 AC5048.and is referenced to NAD 83.
 AC5048
 AC5048. The following values were computed from the NAD 83(2007) position.
 AC5048
 AC5048;                    North         East     Units Scale Factor Converg.
 AC5048;SPC MN S     -   169,633.530   988,826.385   MT  1.00004412   +1 38 21.9
 AC5048;SPC MN S     -   556,539.34  3,244,174.56   sFT  1.00004412   +1 38 21.9
 AC5048;UTM  15      - 4,828,581.139   608,061.168   MT  0.99974363   +0 55 24.5
 AC5048
 AC5048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5048!SPC MN S     -   0.99994823  x   1.00004412  =   0.99999235
 AC5048!UTM  15      -   0.99994823  x   0.99974363  =   0.99969188
 AC5048
 AC5048                          SUPERSEDED SURVEY CONTROL
 AC5048
 AC5048  NAD 83(1996)-  43 36 08.52506(N)    091 39 39.90347(W) AD(       ) 1
 AC5048  ELLIP H (01/15/97)  330.177  (m)                       GP(       ) 4 2
 AC5048  NAVD 88 (01/15/97)  360.5    (m)  GEOID96 model used   GPS OBS        
 AC5048
 AC5048.Superseded values are not recommended for survey control.
 AC5048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5048.See file dsdata.txt to determine how the superseded data were derived.
 AC5048
 AC5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0806128581(NAD 83)
 AC5048
 AC5048_MARKER: DB = BENCH MARK DISK
 AC5048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5048_STAMPING: 1182 30 LMT 1963
 AC5048_MARK LOGO: MNHD  
 AC5048_PROJECTION: FLUSH
 AC5048_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC5048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5048+STABILITY: SURFACE MOTION
 AC5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5048+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 AC5048
 AC5048  HISTORY     - Date     Condition        Report By
 AC5048  HISTORY     - 1963     MONUMENTED       MNHD
 AC5048  HISTORY     - 19960315 GOOD             MN-055
 AC5048  HISTORY     - 20080227 GOOD             MNDT
 AC5048
 AC5048                          STATION DESCRIPTION
 AC5048
 AC5048'DESCRIBED BY HOUSTON COUNTY MINNESOTA 1996 (TAM)
 AC5048'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 3
 AC5048'1.5 MI (2.4 KM) SOUTH OF THE TOWN OF BLACK HAMMER IN THE NW 1/4 OF
 AC5048'SECTION 34, T102N, R7W.  TO REACH THE MARK FROM THE JCT OF CO RD 19
 AC5048'AND CO RD 4 ABOUT 1 MI (1.6 KM) SOUTH OF BLACK HAMMER, GO SOUTH FOR
 AC5048'0.5 MI (0.8 KM) ON CO RD 4 TO THE MARK ON THE RIGHT.  THE MARK, A DISK
 AC5048'SET IN A CONC MON, IS 53 FT (16.2 M) WEST OF CO RD 4, 26 FT (7.9 M)
 AC5048'SOUTH OF A T-RD TO THE WEST, AND 1 FT (0.3 M) NORTH OF A P-POLE.
 AC5048'RECOVERED AND DESCRIBED BY TAMMY A.  MAUSS, CHECKED BY J.E.M.
 AC5048
 AC5048                          STATION RECOVERY (2008)
 AC5048
 AC5048'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 AC5048'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC5048'THE MARK IS 3.1 MILES NORTH OF SPRING GROVE, 3.4 MILES NORTH ALONG
 AC5048'COUNTY ROAD 4 FROM THE JUNCTION OF COUNTY ROAD 4 AND TRUNK HIGHWAY 44
 AC5048'IN SPRING GROVE, 53 FEET WEST OF COUNTY ROAD 4, 26 FEET SOUTH OF
 AC5048'COUNTY ROAD 19, 0.5 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4647 ***********************************************************************
 DF4647  DESIGNATION -  30 RDS
 DF4647  PID         -  DF4647
 DF4647  STATE/COUNTY-  MN/FARIBAULT
 DF4647  COUNTRY     -  US
 DF4647  USGS QUAD   -  FROST (1982)
 DF4647
 DF4647                         *CURRENT SURVEY CONTROL
 DF4647  ______________________________________________________________________
 DF4647* NAD 83(2007) POSITION- 43 35 18.12577(N) 093 53 18.30088(W)   ADJUSTED  
 DF4647* NAD 83(2007) ELLIP HT-   310.470 (meters)        (02/10/07)   ADJUSTED
 DF4647* NAD 83(2007) EPOCH   -  2002.00
 DF4647* NAVD 88 ORTHO HEIGHT -   339.4    (meters)    1114.    (feet) GPS OBS   
 DF4647  ______________________________________________________________________
 DF4647  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4647  GEOID HEIGHT    -        -28.83  (meters)                     GEOID99
 DF4647  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 DF4647  NAD 83(2007) X  -   -313,797.470 (meters)                     COMP
 DF4647  NAD 83(2007) Y  - -4,616,701.320 (meters)                     COMP
 DF4647  NAD 83(2007) Z  -  4,375,292.344 (meters)                     COMP
 DF4647  LAPLACE CORR    -         -6.65  (seconds)                    DEFLEC09
 DF4647
 DF4647  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4647  Type                                         Horiz  Ellip  Dist(km)
 DF4647  -------------------------------------------------------------------
 DF4647  NETWORK                                       1.13   0.96
 DF4647  -------------------------------------------------------------------
 DF4647  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.29   1.02      8.20
 DF4647  -------------------------------------------------------------------
 DF4647  NOTE: Click here for information on individual local accuracy
 DF4647  values and other accuracy information.
 DF4647
 DF4647
 DF4647.The horizontal coordinates were established by GPS observations
 DF4647.and adjusted by the National Geodetic Survey in February 2007.
 DF4647
 DF4647.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4647.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4647
 DF4647.The horizontal coordinates are valid at the epoch date displayed above
 DF4647.which is a decimal equivalence of Year/Month/Day.
 DF4647
 DF4647.The orthometric height was determined by GPS observations and a
 DF4647.high-resolution geoid model.
 DF4647
 DF4647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4647
 DF4647.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4647
 DF4647.The ellipsoidal height was determined by GPS observations
 DF4647.and is referenced to NAD 83.
 DF4647
 DF4647. The following values were computed from the NAD 83(2007) position.
 DF4647
 DF4647;                    North         East     Units Scale Factor Converg.
 DF4647;SPC MN S     -   165,382.514   809,011.726   MT  1.00004794   +0 04 41.6
 DF4647;SPC MN S     -   542,592.46  2,654,232.64   sFT  1.00004794   +0 04 41.6
 DF4647;UTM  15      - 4,826,538.846   428,281.221   MT  0.99966327   -0 36 45.2
 DF4647
 DF4647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4647!SPC MN S     -   0.99995132  x   1.00004794  =   0.99999925
 DF4647!UTM  15      -   0.99995132  x   0.99966327  =   0.99961460
 DF4647
 DF4647                          SUPERSEDED SURVEY CONTROL
 DF4647
 DF4647  NAD 83(1996)-  43 35 18.12507(N)    093 53 18.30026(W) AD(       ) 1
 DF4647  ELLIP H (03/20/03)  310.531  (m)                       GP(       ) 3 2
 DF4647
 DF4647.Superseded values are not recommended for survey control.
 DF4647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4647.See file dsdata.txt to determine how the superseded data were derived.
 DF4647
 DF4647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2828126538(NAD 83)
 DF4647
 DF4647_MARKER: DB = BENCH MARK DISK
 DF4647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4647_STAMPING: 30 RDS 1953
 DF4647_MARK LOGO: USGS  
 DF4647_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4647+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 DF4647
 DF4647  HISTORY     - Date     Condition        Report By
 DF4647  HISTORY     - 1953     MONUMENTED       USGS
 DF4647  HISTORY     - 20000516 GOOD             MNDT
 DF4647
 DF4647                          STATION DESCRIPTION
 DF4647
 DF4647'DESCRIBED BY MN DEPT OF TRANSP 2000 (TJA)
 DF4647'THE MARK WAS RECOVERED 2 MI (3.2 KM) EAST OF FROST, 635 FT (193.5 M)
 DF4647'NORTH AND 43 FT (13.1 M) WEST OF JCT OF CO RD 112 AND CO RD 19, 29 FT
 DF4647'(8.8 M) SOUTH OF FENCE WEST, 0.5 FT (15.2 CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0740 ***********************************************************************
 DI0740  DESIGNATION -  30 SEM
 DI0740  PID         -  DI0740
 DI0740  STATE/COUNTY-  MN/ROCK
 DI0740  COUNTRY     -  US
 DI0740  USGS QUAD   -  LUVERNE (1978)
 DI0740
 DI0740                         *CURRENT SURVEY CONTROL
 DI0740  ______________________________________________________________________
 DI0740* NAD 83(2007) POSITION- 43 44 46.09038(N) 096 09 14.91092(W)   ADJUSTED  
 DI0740* NAD 83(2007) ELLIP HT-   427.712 (meters)        (12/22/10)   ADJUSTED
 DI0740* NAD 83(2007) EPOCH   -  2002.00
 DI0740* NAVD 88 ORTHO HEIGHT -   454.1    (meters)    1490.    (feet) GPS OBS   
 DI0740  ______________________________________________________________________
 DI0740  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0740  GEOID HEIGHT    -        -26.30  (meters)                     GEOID03
 DI0740  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DI0740  NAD 83(2007) X  -   -494,780.590 (meters)                     COMP
 DI0740  NAD 83(2007) Y  - -4,588,736.599 (meters)                     COMP
 DI0740  NAD 83(2007) Z  -  4,388,053.784 (meters)                     COMP
 DI0740  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC09
 DI0740  HORZ ORDER      -  FIRST
 DI0740  ELLP ORDER      -  FOURTH    CLASS I
 DI0740
 DI0740.The horizontal coordinates were established by GPS observations
 DI0740.and adjusted by the National Geodetic Survey in December 2010.
 DI0740
 DI0740.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0740.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0740
 DI0740.The horizontal coordinates are valid at the epoch date displayed above
 DI0740.which is a decimal equivalence of Year/Month/Day.
 DI0740
 DI0740.The orthometric height was determined by GPS observations and a
 DI0740.high-resolution geoid model.
 DI0740
 DI0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0740
 DI0740.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0740
 DI0740.The ellipsoidal height was determined by GPS observations
 DI0740.and is referenced to NAD 83.
 DI0740
 DI0740. The following values were computed from the NAD 83(2007) position.
 DI0740
 DI0740;                    North         East     Units Scale Factor Converg.
 DI0740;SPC MN S     -   185,191.892   626,508.142   MT  1.00000827   -1 30 35.6
 DI0740;SPC MN S     -   607,583.73  2,055,468.80   sFT  1.00000827   -1 30 35.6
 DI0740;UTM  14      - 4,847,613.904   729,139.006   MT  1.00024585   +1 58 07.2
 DI0740
 DI0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0740!SPC MN S     -   0.99993294  x   1.00000827  =   0.99994120
 DI0740!UTM  14      -   0.99993294  x   1.00024585  =   1.00017877
 DI0740
 DI0740                          SUPERSEDED SURVEY CONTROL
 DI0740
 DI0740  NAD 83(1996)-  43 44 46.08985(N)    096 09 14.90982(W) AD(       ) 1
 DI0740  ELLIP H (06/28/06)  427.744  (m)                       GP(       ) 4 1
 DI0740
 DI0740.Superseded values are not recommended for survey control.
 DI0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0740.See file dsdata.txt to determine how the superseded data were derived.
 DI0740
 DI0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2913947613(NAD 83)
 DI0740
 DI0740_MARKER: DB = BENCH MARK DISK
 DI0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0740_STAMPING: 30 SEM 1966
 DI0740_MARK LOGO: USGS  
 DI0740_PROJECTION: FLUSH
 DI0740_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0740+STABILITY: SURFACE MOTION
 DI0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0740+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI0740
 DI0740  HISTORY     - Date     Condition        Report By
 DI0740  HISTORY     - 1966     MONUMENTED       USGS
 DI0740
 DI0740                          STATION DESCRIPTION
 DI0740
 DI0740'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI0740'2.0 MILES SOUTH AND 2.0 MILES EAST OF HARDWICK, 233 FEET SOUTH OF
 DI0740'181ST STREET AND 36 FEET EAST OF 160TH AVENUE, ON THE BACK SLOPE OF
 DI0740'PITCH, 2 FEET EAST OF FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AD9325 ***********************************************************************
 AD9325  DESIGNATION -  30 WGW
 AD9325  PID         -  AD9325
 AD9325  STATE/COUNTY-  MN/OTTER TAIL
 AD9325  COUNTRY     -  US
 AD9325  USGS QUAD   -  DENT (1973)
 AD9325
 AD9325                         *CURRENT SURVEY CONTROL
 AD9325  ______________________________________________________________________
 AD9325* NAD 83(1996) POSITION- 46 33 24.73140(N) 095 43 04.07740(W)   ADJUSTED  
 AD9325* NAVD 88 ORTHO HEIGHT -   415.714  (meters)    1363.89  (feet) ADJUSTED  
 AD9325  ______________________________________________________________________
 AD9325  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC09
 AD9325  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 AD9325  DYNAMIC HEIGHT  -        415.735 (meters)     1363.96  (feet) COMP
 AD9325  MODELED GRAVITY -    980,650.4   (mgal)                       NAVD 88
 AD9325
 AD9325  HORZ ORDER      -  SECOND
 AD9325  VERT ORDER      -  SECOND    CLASS I
 AD9325
 AD9325.The horizontal coordinates were established by classical geodetic methods
 AD9325.and adjusted by the National Geodetic Survey in March 1999.
 AD9325.
 AD9325.The orthometric height was determined by differential leveling and
 AD9325.adjusted in March 2006.
 AD9325
 AD9325.Photographs are available for this station.
 AD9325
 AD9325.The Laplace correction was computed from DEFLEC09 derived deflections.
 AD9325
 AD9325.The dynamic height is computed by dividing the NAVD 88
 AD9325.geopotential number by the normal gravity value computed on the
 AD9325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD9325.degrees latitude (g = 980.6199 gals.).
 AD9325
 AD9325.The modeled gravity was interpolated from observed gravity values.
 AD9325
 AD9325. The following values were computed from the NAD 83(1996) position.
 AD9325
 AD9325;                    North         East     Units Scale Factor Converg.
 AD9325;SPC MN C     -   274,084.071   687,459.826   MT  0.99992951   -1 03 42.4
 AD9325;SPC MN C     -   899,224.16  2,255,441.11   sFT  0.99992951   -1 03 42.4
 AD9325;UTM  15      - 5,159,511.187   291,679.816   MT  1.00013346   -1 58 26.3
 AD9325
 AD9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9325!SPC MN C     -   0.99993900  x   0.99992951  =   0.99986852
 AD9325!UTM  15      -   0.99993900  x   1.00013346  =   1.00007246
 AD9325
 AD9325                          SUPERSEDED SURVEY CONTROL
 AD9325
 AD9325  NAD 83(1986)-  46 33 24.72869(N)    095 43 04.07898(W) AD(       ) 2
 AD9325  NAVD 88 (04/09/97)  415.44   (m)         1363.0    (f) LEVELING    3  
 AD9325
 AD9325.Superseded values are not recommended for survey control.
 AD9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9325.See file dsdata.txt to determine how the superseded data were derived.
 AD9325
 AD9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9167959511(NAD 83)
 AD9325
 AD9325_MARKER: DB = BENCH MARK DISK
 AD9325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD9325_STAMPING: 30 WGW 1973
 AD9325_MARK LOGO: USGS  
 AD9325_PROJECTION: PROJECTING 3 CENTIMETERS
 AD9325_MAGNETIC: I = MARKER IS A STEEL ROD
 AD9325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9325+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 AD9325
 AD9325  HISTORY     - Date     Condition        Report By
 AD9325  HISTORY     - 1973     MONUMENTED       USGS
 AD9325  HISTORY     - 20010911 GOOD             MNDT
 AD9325  HISTORY     - 20090603 POOR             MNDT
 AD9325
 AD9325                          STATION DESCRIPTION
 AD9325
 AD9325'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (DKH)
 AD9325'THE STATION IS LOCATED IN THE TOWN OF DENT, IN THE SW 1/4 OF SECTION
 AD9325'27, T136N, R40W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF THE
 AD9325'SOO LINE RAILROAD AND TRUNK HIGHWAY 108.
 AD9325'THE STATION MARK, A STANDARD USGS BENCH MARK DISK STAMPED---30 WGW
 AD9325'1973---, IS SOLDERED ON THE TOP OF A DRIVEN COPPER COATED STEEL ROD
 AD9325'THAT IS CENTERED IN A 6 INCH DIAMETER TILE AND PROJECTS 0.1 FOOT ABOVE
 AD9325'THE SURFACE OF THE GROUND.  THE MARK IS 57 FEET NORTH OF THE
 AD9325'CENTERLINE OF TRUNK HIGHWAY 108, 30 FEET EAST-NORTHEAST OF THE EAST
 AD9325'RAIL OF THE MAINLINE RAILROAD TRACK, 51 FEET WEST-SOUTHWEST OF THE
 AD9325'CENTERLINE OF COUNTY ROAD 35, 2.1 FEET WEST-SOUTHWEST OF A POWER POLE,
 AD9325'AND 1.3 FEET WEST OF A STEEL WITNESS POST.
 AD9325'THIS STATION IS AN AZIMUTH MARK FOR STATION DENT MNDT TEMP.
 AD9325
 AD9325                          STATION RECOVERY (2001)
 AD9325
 AD9325'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AD9325'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 AD9325'30.0 FT (9.1 M) ENE OF EAST RAIL OF MAIN LINE RR TRACKS, AND SUITABLE
 AD9325'FOR GPS.
 AD9325
 AD9325                          STATION RECOVERY (2009)
 AD9325
 AD9325'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DDS)
 AD9325'RECOVERED AS DESCRIBED.   THE MARK WAS FOUND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0113 ***********************************************************************
 QP0113  DESIGNATION -  300/2 BOLT
 QP0113  PID         -  QP0113
 QP0113  STATE/COUNTY-  MN/MORRISON
 QP0113  COUNTRY     -  US
 QP0113  USGS QUAD   -  LITTLE FALLS WEST (1994)
 QP0113
 QP0113                         *CURRENT SURVEY CONTROL
 QP0113  ______________________________________________________________________
 QP0113* NAD 83(1986) POSITION- 45 55 27.     (N) 094 22 45.     (W)   SCALED    
 QP0113* NAVD 88 ORTHO HEIGHT -   336.09   (+/-2cm)    1102.7   (feet) VERTCON   
 QP0113  ______________________________________________________________________
 QP0113  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 QP0113  VERT ORDER      -  ? (See Below)
 QP0113
 QP0113.The horizontal coordinates were scaled from a topographic map and have
 QP0113.an estimated accuracy of +/- 6 seconds.
 QP0113.
 QP0113.The NAVD 88 height was computed by applying the VERTCON shift value to
 QP0113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QP0113
 QP0113.The vertical order pertains to the NGVD 29 superseded value.
 QP0113
 QP0113;                    North         East    Units  Estimated Accuracy
 QP0113;SPC MN C     -   202,730.      789,980.      MT  (+/- 180 meters Scaled)
 QP0113
 QP0113                          SUPERSEDED SURVEY CONTROL
 QP0113
 QP0113  NGVD 29 (??/??/92)  335.948  (m)         1102.19   (f) ADJ UNCH       
 QP0113
 QP0113.Superseded values are not recommended for survey control.
 QP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0113.See file dsdata.txt to determine how the superseded data were derived.
 QP0113
 QP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL930865(NAD 83)
 QP0113
 QP0113_MARKER: B = BOLT
 QP0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0113_SP_SET: TILE
 QP0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0113
 QP0113  HISTORY     - Date     Condition        Report By
 QP0113  HISTORY     - UNK      MONUMENTED       MRC
 QP0113  HISTORY     - 1934     GOOD             CGS
 QP0113
 QP0113                          STATION DESCRIPTION
 QP0113
 QP0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0113'3.75 MI S FROM LITTLE FALLS.
 QP0113'3-3/4 MILES DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 QP0113'FROM FIRST STREET AT LITTLE FALLS, 0.2 MILE SOUTH OF THE NORTH LINE OF
 QP0113'SEC. 31, T 40 N, R 32 W, ABOUT 400 FEET SOUTH OF THE GEORGE T. KRUGER
 QP0113'HOUSE, 106 FEET WEST OF THE CENTERLINE OF RIVER ROAD, AT THE TOP OF
 QP0113'THE LEFT BANK OF THE RIVER, 15 YARDS EAST OF THE WATERS EDGE, 3 YARDS
 QP0113'SOUTH OF THE PROLONGATION OF THE SOUTH EDGE OF THE BARN, AND NORTHWEST
 QP0113'OF POWER-TRANSMISSION LINE POLE 106.  THE TOP OF A COPPER BOLT LEADED
 QP0113'IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 QP0113'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 QP0113'AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0112 ***********************************************************************
 QP0112  DESIGNATION -  300/2 CAP
 QP0112  PID         -  QP0112
 QP0112  STATE/COUNTY-  MN/MORRISON
 QP0112  COUNTRY     -  US
 QP0112  USGS QUAD   -  LITTLE FALLS WEST (1994)
 QP0112
 QP0112                         *CURRENT SURVEY CONTROL
 QP0112  ______________________________________________________________________
 QP0112* NAD 83(1986) POSITION- 45 55 27.     (N) 094 22 45.     (W)   SCALED    
 QP0112* NAVD 88 ORTHO HEIGHT -   337.301  (meters)    1106.63  (feet) ADJUSTED  
 QP0112  ______________________________________________________________________
 QP0112  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 QP0112  DYNAMIC HEIGHT  -        337.307 (meters)     1106.65  (feet) COMP
 QP0112  MODELED GRAVITY -    980,624.7   (mgal)                       NAVD 88
 QP0112
 QP0112  VERT ORDER      -  FIRST     CLASS I
 QP0112
 QP0112.The horizontal coordinates were scaled from a topographic map and have
 QP0112.an estimated accuracy of +/- 6 seconds.
 QP0112.
 QP0112.The orthometric height was determined by differential leveling and
 QP0112.adjusted in June 1991.
 QP0112
 QP0112.The dynamic height is computed by dividing the NAVD 88
 QP0112.geopotential number by the normal gravity value computed on the
 QP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0112.degrees latitude (g = 980.6199 gals.).
 QP0112
 QP0112.The modeled gravity was interpolated from observed gravity values.
 QP0112
 QP0112;                    North         East    Units  Estimated Accuracy
 QP0112;SPC MN C     -   202,730.      789,980.      MT  (+/- 180 meters Scaled)
 QP0112
 QP0112                          SUPERSEDED SURVEY CONTROL
 QP0112
 QP0112  NGVD 29 (??/??/92)  337.164  (m)         1106.18   (f) ADJ UNCH    1 1
 QP0112
 QP0112.Superseded values are not recommended for survey control.
 QP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0112.See file dsdata.txt to determine how the superseded data were derived.
 QP0112
 QP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL930865(NAD 83)
 QP0112
 QP0112_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0112_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0112_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0112
 QP0112  HISTORY     - Date     Condition        Report By
 QP0112  HISTORY     - UNK      MONUMENTED       MRC
 QP0112  HISTORY     - 1934     GOOD             CGS
 QP0112  HISTORY     - 1976     GOOD             NGS
 QP0112
 QP0112                          STATION DESCRIPTION
 QP0112
 QP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0112'3.75 MI S FROM LITTLE FALLS.
 QP0112'3-3/4 MILES DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 QP0112'FROM FIRST STREET AT LITTLE FALLS, 0.2 MILE SOUTH OF THE NORTH LINE OF
 QP0112'SEC. 31, T 40 N, R 32 W, ABOUT 400 FEET SOUTH OF THE GEORGE T. KRUGER
 QP0112'HOUSE, 106 FEET WEST OF THE CENTERLINE OF RIVER ROAD, AT THE TOP OF
 QP0112'THE LEFT BANK OF THE RIVER, 15 YARDS EAST OF THE WATERS EDGE, 3 YARDS
 QP0112'SOUTH OF THE PROLONGATION OF THE SOUTH EDGE OF THE BARN, AND NORTHWEST
 QP0112'OF POWER-TRANSMISSION LINE POLE 106.  A 4-INCH IRON PIPE BEARING A
 QP0112'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT
 QP0112'ABOVE GROUND.
 QP0112
 QP0112                          STATION RECOVERY (1976)
 QP0112
 QP0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0112'3.6 MILES SOUTH ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF STATE
 QP0112'HIGHWAY 27, THENCE 1.4 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.1
 QP0112'MILE SOUTH ALONG A GRAVELED ROAD, 109 FT. WEST OF THE CENTER LINE OF
 QP0112'THE ROAD, 400 FT. SOUTHWEST OF AND ACROSS THE ROAD FROM THE SOUTHWEST
 QP0112'CORNER OF THE HOUSE AT FIRE NUMBER N 199, 9 FT. SOUTH OF THE
 QP0112'PROLONGATION OF THE SOUTH END OF A LARGE BARN ON THE EAST SIDE OF THE
 QP0112'ROAD, 30 FT. EAST OF THE EAST BANK OF THE MISSISSIPPI RIVER, A COPPER
 QP0112'BOLT SET IN THE A TILE SLAB ABOUT 3 FT. BELOW THE LEVEL OF THE GROUND,
 QP0112'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH
 QP0112'PROJECTS 1.0 FT. ABOVE THE GROUND.
 QP0112'NOTE, ONLY THE CAP WAS LEVELED DURING THE 1976 RELEVELING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8970 ***********************************************************************
 AH8970  DESIGNATION -  3001 B
 AH8970  PID         -  AH8970
 AH8970  STATE/COUNTY-  MN/ISANTI
 AH8970  COUNTRY     -  US
 AH8970  USGS QUAD   -  WYANETT (1961)
 AH8970
 AH8970                         *CURRENT SURVEY CONTROL
 AH8970  ______________________________________________________________________
 AH8970* NAD 83(1986) POSITION- 45 34 08.06   (N) 093 23 21.74   (W)   HD_HELD1  
 AH8970* NAVD 88 ORTHO HEIGHT -   291.805  (meters)     957.36  (feet) ADJUSTED  
 AH8970  ______________________________________________________________________
 AH8970  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 AH8970  DYNAMIC HEIGHT  -        291.792 (meters)      957.32  (feet) COMP
 AH8970  MODELED GRAVITY -    980,565.3   (mgal)                       NAVD 88
 AH8970
 AH8970  VERT ORDER      -  SECOND    CLASS I
 AH8970
 AH8970.The horizontal coordinates were established by differentially corrected
 AH8970.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8970.
 AH8970.The orthometric height was determined by differential leveling and
 AH8970.adjusted in May 2000.
 AH8970
 AH8970.Photographs are available for this station.
 AH8970
 AH8970.The dynamic height is computed by dividing the NAVD 88
 AH8970.geopotential number by the normal gravity value computed on the
 AH8970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8970.degrees latitude (g = 980.6199 gals.).
 AH8970
 AH8970.The modeled gravity was interpolated from observed gravity values.
 AH8970
 AH8970;                    North         East    Units  Estimated Accuracy
 AH8970;SPC MN C     -   163,597.5     867,182.3     MT  (+/- 3 meters HH1 GPS) 
 AH8970
 AH8970                          SUPERSEDED SURVEY CONTROL
 AH8970
 AH8970.No superseded survey control is available for this station.
 AH8970
 AH8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6961646225(NAD 83)
 AH8970
 AH8970_MARKER: DV = VERTICAL CONTROL DISK
 AH8970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8970_STAMPING: 3001 B 1991
 AH8970_MARK LOGO: MNDT  
 AH8970_PROJECTION: RECESSED 3 CENTIMETERS
 AH8970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8970+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 AH8970_ROD/PIPE-DEPTH: 13.1 meters
 AH8970
 AH8970  HISTORY     - Date     Condition        Report By
 AH8970  HISTORY     - 1991     MONUMENTED       MNDT
 AH8970  HISTORY     - 19950418 GOOD             MNDT
 AH8970  HISTORY     - 20041120 GOOD             USPSQD
 AH8970  HISTORY     - 20080703 GOOD             MNDT
 AH8970
 AH8970                          STATION DESCRIPTION
 AH8970
 AH8970'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8970'THE MARK IS LOCATED ABOUT 0.6 MI (1.0 KM) NORTH OF WEST POINT, 1.25
 AH8970'MILE (2.01 KM) SOUTH ALONG TH 47 FROM THE JCT OF TH 95 AND TH 47 IN
 AH8970'PINE BROOK, AT THE JCT OF TH 47 AND CO RD 37 WEST, 133 FT (40.5 M)
 AH8970'WEST OF TH 47, AT TH 47 MP 48.4, 50.0 FT (15.2 M) NORTH OF CO RD 37,
 AH8970'89.7 FT (27.3 M) WNW OF A P-POLE, 89.0 FT (27.1 M) ENE OF A CABLE
 AH8970'MARKER BOX, 2.5 FT (0.8 M) SOUTH OF A WITNESS POST AND FLUSH WITH THE
 AH8970'GROUND.
 AH8970
 AH8970                          STATION RECOVERY (1995)
 AH8970
 AH8970'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 AH8970'RECOVERED AS DESCRIBED.
 AH8970
 AH8970                          STATION RECOVERY (2004)
 AH8970
 AH8970'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8970'RECOVERED IN GOOD CONDITION.
 AH8970
 AH8970                          STATION RECOVERY (2008)
 AH8970
 AH8970'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8970'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF SPRINGVALE,
 AH8970'3.4 MI (5.5 KM) NORTH-NORTHWEST OF BRADFORD AND 3.2 MI (5.1 KM)
 AH8970'EAST-SOUTHEAST OF WYANETT.
 AH8970' 
 AH8970'TO REACH TO THE MARK GO 0.6 MI (1.0 KM) NORTH OF WEST POINT, 1.25 MI
 AH8970'(2.0 KM) SOUTH ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY
 AH8970'95 AND TRUNK HIGHWAY 47 IN PINE BROOK, AT THE JUNCTION OF TRUNK
 AH8970'HIGHWAY 47 AND COUNTY ROAD 37 WEST, AT TRUNK HIGHWAY 47 MILE POINT
 AH8970'48.4, 133 FT (40.5 M) WEST OF TRUNK HIGHWAY 47, 50 FT (15.2 M) NORTH
 AH8970'OF COUNTY ROAD 37 63.0 FT (19.2 M) WEST-SOUTHWEST OF POWER POLE, 89 FT
 AH8970'(27.1 M) EAST-NORTHEAST OF CABLE MARKER BOX, 2.5 FT (0.8 M) SOUTH OF A
 AH8970'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8969 ***********************************************************************
 AH8969  DESIGNATION -  3001 C
 AH8969  PID         -  AH8969
 AH8969  STATE/COUNTY-  MN/ISANTI
 AH8969  COUNTRY     -  US
 AH8969  USGS QUAD   -  WYANETT (1961)
 AH8969
 AH8969                         *CURRENT SURVEY CONTROL
 AH8969  ______________________________________________________________________
 AH8969* NAD 83(1986) POSITION- 45 33 31.96   (N) 093 22 45.44   (W)   HD_HELD1  
 AH8969* NAVD 88 ORTHO HEIGHT -   290.230  (meters)     952.20  (feet) ADJUSTED  
 AH8969  ______________________________________________________________________
 AH8969  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 AH8969  DYNAMIC HEIGHT  -        290.217 (meters)      952.15  (feet) COMP
 AH8969  MODELED GRAVITY -    980,563.1   (mgal)                       NAVD 88
 AH8969
 AH8969  VERT ORDER      -  SECOND    CLASS I
 AH8969
 AH8969.The horizontal coordinates were established by differentially corrected
 AH8969.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8969.
 AH8969.The orthometric height was determined by differential leveling and
 AH8969.adjusted in May 2000.
 AH8969
 AH8969.Photographs are available for this station.
 AH8969
 AH8969.The dynamic height is computed by dividing the NAVD 88
 AH8969.geopotential number by the normal gravity value computed on the
 AH8969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8969.degrees latitude (g = 980.6199 gals.).
 AH8969
 AH8969.The modeled gravity was interpolated from observed gravity values.
 AH8969
 AH8969;                    North         East    Units  Estimated Accuracy
 AH8969;SPC MN C     -   162,491.6     867,981.6     MT  (+/- 3 meters HH1 GPS) 
 AH8969
 AH8969                          SUPERSEDED SURVEY CONTROL
 AH8969
 AH8969.No superseded survey control is available for this station.
 AH8969
 AH8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7039845107(NAD 83)
 AH8969
 AH8969_MARKER: DV = VERTICAL CONTROL DISK
 AH8969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8969_STAMPING: 3001 C 1991
 AH8969_MARK LOGO: MNDT  
 AH8969_PROJECTION: RECESSED 5 CENTIMETERS
 AH8969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8969+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 AH8969_ROD/PIPE-DEPTH: 21.3 meters
 AH8969
 AH8969  HISTORY     - Date     Condition        Report By
 AH8969  HISTORY     - 1991     MONUMENTED       MNDT
 AH8969  HISTORY     - 20041120 GOOD             USPSQD
 AH8969  HISTORY     - 20080703 GOOD             MNDT
 AH8969  HISTORY     - 20081013 GOOD             MNDT
 AH8969
 AH8969                          STATION DESCRIPTION
 AH8969
 AH8969'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8969'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF WEST POINT, 2.55
 AH8969'MILES (4.10 KM) SOUTH AND EAST ALONG TH 47 FROM THE JCT OF TH 95 AND
 AH8969'TH 47 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF THE JCT OF TH 47 AND CO
 AH8969'RD 1 EAST, 250 FT (76.2 M) NORTH OF TH 47, AT TH 47 MP 47.1, 26 FT
 AH8969'(7.9 M) WEST OF A GRAVEL RD, 2.6 FT (0.8 M) SOUTH OF A P-POLE, 2.3 FT
 AH8969'(0.7 M) NORTH OF A WITNESS POST AND FLUSH WITH THE GROUND.
 AH8969
 AH8969                          STATION RECOVERY (2004)
 AH8969
 AH8969'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8969'RECOVERED IN GOOD CONDITION.
 AH8969
 AH8969                          STATION RECOVERY (2008)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8969'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHWEST OF SPRINGVALE,
 AH8969'4.0 MI (6.4 KM) EAST-SOUTHEAST OF WYANETT AND 2.5 MI (4.0 KM) NORTH OF
 AH8969'BRADFORD.
 AH8969' 
 AH8969'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) EAST OF WEST POINT, 2.55 MI
 AH8969'(4.1 KM) SOUTH AND EAST ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 AH8969'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF
 AH8969'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK
 AH8969'HIGHWAY 47 MILE POINT 47.1, 250 FT (76.2 M) NORTH OF TRUNK HIGHWAY 47,
 AH8969'26 FT (7.9 M) WEST OF JIVARO STREET, 1.0 FT (0.3 M) SOUTH OF POWER
 AH8969'POLE, 2.3 FT (0.7 M) NORTH OF A WITNESS POST.
 AH8969
 AH8969                          STATION RECOVERY (2008)
 AH8969
 AH8969'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8969'THE MARK IS 0.5 MI (0.8 KM) EAST OF WEST POINT, 2.55 MI (4.1 KM) SOUTH
 AH8969'AND EAST ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND
 AH8969'TRUNK HIGHWAY 95 IN PINE BROOK, 0.5 MI (0.8 KM) WEST OF THE JUNCTION
 AH8969'OF TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK HIGHWAY 47 MILE
 AH8969'POINT 47.1.
 AH8969' 
 AH8969'IT IS 250 FT (76.2 M) NORTH OF TRUNK HIGHWAY 47, 26 FT (7.9 M) WEST OF
 AH8969'JIVARO STREET, 1.0 FT (0.3 M) SOUTH OF POWER POLE, 2.3 FT (0.7 M)
 AH8969'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8967 ***********************************************************************
 AH8967  DESIGNATION -  3001 E
 AH8967  PID         -  AH8967
 AH8967  STATE/COUNTY-  MN/ISANTI
 AH8967  COUNTRY     -  US
 AH8967  USGS QUAD   -  BRADFORD (1961)
 AH8967
 AH8967                         *CURRENT SURVEY CONTROL
 AH8967  ______________________________________________________________________
 AH8967* NAD 83(1986) POSITION- 45 32 53.6    (N) 093 22 05.7    (W)   HD_HELD2  
 AH8967* NAVD 88 ORTHO HEIGHT -   283.068  (meters)     928.70  (feet) ADJUSTED  
 AH8967  ______________________________________________________________________
 AH8967  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 AH8967  DYNAMIC HEIGHT  -        283.055 (meters)      928.66  (feet) COMP
 AH8967  MODELED GRAVITY -    980,561.0   (mgal)                       NAVD 88
 AH8967
 AH8967  VERT ORDER      -  SECOND    CLASS I
 AH8967
 AH8967.The horizontal coordinates were established by autonomous hand held GPS
 AH8967.observations and have an estimated accuracy of +/- 10 meters.
 AH8967.
 AH8967.The orthometric height was determined by differential leveling and
 AH8967.adjusted in May 2000.
 AH8967
 AH8967.Photographs are available for this station.
 AH8967
 AH8967.The dynamic height is computed by dividing the NAVD 88
 AH8967.geopotential number by the normal gravity value computed on the
 AH8967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8967.degrees latitude (g = 980.6199 gals.).
 AH8967
 AH8967.The modeled gravity was interpolated from observed gravity values.
 AH8967
 AH8967;                    North         East    Units  Estimated Accuracy
 AH8967;SPC MN C     -   161,317.      868,857.      MT  (+/- 10 meters HH2 GPS)
 AH8967
 AH8967                          SUPERSEDED SURVEY CONTROL
 AH8967
 AH8967.No superseded survey control is available for this station.
 AH8967
 AH8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7125443919(NAD 83)
 AH8967
 AH8967_MARKER: DV = VERTICAL CONTROL DISK
 AH8967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8967_STAMPING: 3001 E 1991
 AH8967_MARK LOGO: MNDT  
 AH8967_PROJECTION: FLUSH
 AH8967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8967+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 AH8967_ROD/PIPE-DEPTH: 15.8 meters
 AH8967
 AH8967  HISTORY     - Date     Condition        Report By
 AH8967  HISTORY     - 1991     MONUMENTED       MNDT
 AH8967  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 AH8967  HISTORY     - 20080703 GOOD             MNDT
 AH8967
 AH8967                          STATION DESCRIPTION
 AH8967
 AH8967'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8967'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTH OF BRADFORD, 11.65
 AH8967'MILES (18.75 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24
 AH8967'EAST IN ST FRANCIS, 1.25 MI (2.01 KM) NORTH OF THE JCT OF TH 47 AND CO
 AH8967'RD 17 EAST, 0.7 MI (1.1 KM) SOUTH OF THE JCT OF TH 47 AND CO RD 1
 AH8967'EAST, 58 FT (17.7 M) EAST OF TH 47, AT TH 47 MP 45.9, 25 FT (7.6 M)
 AH8967'SOUTH OF A DRIVEWAY, 161 FT (49.1 M) SE OF A P-POLE, 0.8 FT (24.4 CM)
 AH8967'WEST OF A WITNESS POST AND FLUSH WITH THE GROUND.
 AH8967
 AH8967                          STATION RECOVERY (2004)
 AH8967
 AH8967'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8967'RECENT CONSTRUCTION INVOLVING TRUNK HIGHWAY 47.  THE LOCATION
 AH8967'DETERMINED BY THE LATITUDE AND LONGITUDE GIVEN FOR THE CURRENT SURVEY
 AH8967'CONTROL PLACES THE STATION WEST OF TH 47.
 AH8967
 AH8967                          STATION RECOVERY (2008)
 AH8967
 AH8967'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8967'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHWEST OF
 AH8967'SPRINGVALE, 4.8 MI (7.7 KM) SOUTHEAST OF WYANETT AND 1.8 MI (2.9 KM)
 AH8967'NORTH OF BRADFORD.
 AH8967' 
 AH8967'TO REACH TO THE MARK GO 11.65 MI (18.7 KM) NORTH ON TRUNK HIGHWAY 47
 AH8967'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8967'FRANCIS, 1.25 MI (2.0 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 47
 AH8967'AND COUNTY ROAD 17 EAST, 0.7 MI (1.1 KM) SOUTH OF THE JUNCTION OF
 AH8967'TRUNK HIGHWAY 47 AND COUNTY ROAD 1 EAST, AT TRUNK HIGHWAY 47 MILE
 AH8967'POINT 45.9, 77.0 FT (23.5 M) EAST OF TRUNK HIGHWAY 47, 25 FT (7.6 M)
 AH8967'SOUTH OF DRIVEWAY, 161 FT (49.1 M) SOUTHEAST OF POWER POLE, 0.8 FT
 AH8967'(0.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8966 ***********************************************************************
 AH8966  DESIGNATION -  3001 F
 AH8966  PID         -  AH8966
 AH8966  STATE/COUNTY-  MN/ISANTI
 AH8966  COUNTRY     -  US
 AH8966  USGS QUAD   -  BRADFORD (1961)
 AH8966
 AH8966                         *CURRENT SURVEY CONTROL
 AH8966  ______________________________________________________________________
 AH8966* NAD 83(2007) POSITION- 45 31 47.63938(N) 093 22 04.70632(W)   ADJUSTED  
 AH8966* NAD 83(2007) ELLIP HT-   262.600 (meters)        (10/16/09)   ADJUSTED
 AH8966* NAD 83(2007) EPOCH   -  2002.00
 AH8966* NAVD 88 ORTHO HEIGHT -   290.849  (meters)     954.23  (feet) ADJUSTED  
 AH8966  ______________________________________________________________________
 AH8966  NAD 83(2007) X  -   -262,954.282 (meters)                     COMP
 AH8966  NAD 83(2007) Y  - -4,468,209.574 (meters)                     COMP
 AH8966  NAD 83(2007) Z  -  4,528,985.190 (meters)                     COMP
 AH8966  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 AH8966  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 AH8966  DYNAMIC HEIGHT  -        290.835 (meters)      954.18  (feet) COMP
 AH8966  MODELED GRAVITY -    980,559.4   (mgal)                       NAVD 88
 AH8966
 AH8966  HORZ ORDER      -  FIRST
 AH8966  VERT ORDER      -  SECOND    CLASS I
 AH8966  ELLP ORDER      -  THIRD     CLASS I
 AH8966
 AH8966.The horizontal coordinates were established by GPS observations
 AH8966.and adjusted by the MN DEPT OF TRANSP in October 2009.
 AH8966
 AH8966.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8966.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8966
 AH8966.The horizontal coordinates are valid at the epoch date displayed above
 AH8966.which is a decimal equivalence of Year/Month/Day.
 AH8966
 AH8966.The orthometric height was determined by differential leveling and
 AH8966.adjusted in May 2000.
 AH8966
 AH8966.Photographs are available for this station.
 AH8966
 AH8966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8966
 AH8966.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8966
 AH8966.The ellipsoidal height was determined by GPS observations
 AH8966.and is referenced to NAD 83.
 AH8966
 AH8966.The dynamic height is computed by dividing the NAVD 88
 AH8966.geopotential number by the normal gravity value computed on the
 AH8966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8966.degrees latitude (g = 980.6199 gals.).
 AH8966
 AH8966.The modeled gravity was interpolated from observed gravity values.
 AH8966
 AH8966. The following values were computed from the NAD 83(2007) position.
 AH8966
 AH8966;                    North         East     Units Scale Factor Converg.
 AH8966;SPC MN C     -   159,280.881   868,900.898   MT  1.00001993   +0 38 17.0
 AH8966;SPC MN C     -   522,574.02  2,850,719.03   sFT  1.00001993   +0 38 17.0
 AH8966;UTM  15      - 5,041,884.141   471,266.594   MT  0.99961015   -0 15 45.3
 AH8966
 AH8966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8966!SPC MN C     -   0.99995883  x   1.00001993  =   0.99997876
 AH8966!UTM  15      -   0.99995883  x   0.99961015  =   0.99956900
 AH8966
 AH8966                          SUPERSEDED SURVEY CONTROL
 AH8966
 AH8966  NAVD 88 (10/16/09)  290.85   (m)          954.2    (f) LEVELING    3  
 AH8966
 AH8966.Superseded values are not recommended for survey control.
 AH8966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8966.See file dsdata.txt to determine how the superseded data were derived.
 AH8966
 AH8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7126641884(NAD 83)
 AH8966
 AH8966_MARKER: DV = VERTICAL CONTROL DISK
 AH8966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8966_STAMPING: 3001 F 1991
 AH8966_MARK LOGO: MNDT  
 AH8966_PROJECTION: RECESSED 8 CENTIMETERS
 AH8966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8966+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH8966_ROD/PIPE-DEPTH: 19.8 meters
 AH8966
 AH8966  HISTORY     - Date     Condition        Report By
 AH8966  HISTORY     - 19910401 MONUMENTED       MNDT
 AH8966  HISTORY     - 20041120 GOOD             USPSQD
 AH8966  HISTORY     - 20080703 GOOD             MNDT
 AH8966  HISTORY     - 20081015 GOOD             MNDT
 AH8966
 AH8966                          STATION DESCRIPTION
 AH8966
 AH8966'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8966'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF BRADFORD, 10.35
 AH8966'MILES (16.66 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24
 AH8966'EAST IN ST FRANCIS, AT THE JCT OF TH 47 AND CO RD 17 EAST, 195 FT
 AH8966'(59.4 M) EAST OF TH 47, AT TH 47 MP 44.65, 30.0 FT (9.1 M) NORTH OF CO
 AH8966'RD 17, 76.0 FT (23.2 M) NNW OF A P-POLE, 11.0 FT (3.4 M) WEST OF A
 AH8966'P-POLE, 9.7 FT (3.0 M) WEST OF A WIT POST AND IS FLUSH WITH THE
 AH8966'GROUND.
 AH8966
 AH8966                          STATION RECOVERY (2004)
 AH8966
 AH8966'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8966'RECOVERED IN GOOD CONDITION.
 AH8966
 AH8966                          STATION RECOVERY (2008)
 AH8966
 AH8966'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8966'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 AH8966'ISANTI, 5.6 MI (9.0 KM) SOUTHEAST OF WYANETT AND 0.5 MI (0.8 KM) NORTH
 AH8966'OF BRADFORD.
 AH8966' 
 AH8966'TO REACH TO THE MARK GO 10.35 MI (16.7 KM) NORTH ON TRUNK HIGHWAY 47
 AH8966'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8966'FRANCIS, AT TRUNK HIGHWAY 47 MILE POINT 44.65, 195 FT (59.4 M) EAST OF
 AH8966'TRUNK HIGHWAY 47, 30 FT (9.1 M) NORTH OF COUNTY ROAD 17, 76 FT (23.2
 AH8966'M) NORTH-NORTHWEST OF POWER POLE, 11 FT (3.4 M) WEST OF POWER POLE,
 AH8966'9.7 FT (3.0 M) WEST OF A WITNESS POST, 1.0 FT (0.3 M) SOUTH OF A
 AH8966'WITNESS POST, 7.0 FT (2.1 M) EAST-SOUTHEAST OF RIGHT OF WAY POST,
 AH8966'ACROSS FROM DRIVE NUMBER 3980.
 AH8966
 AH8966                          STATION RECOVERY (2008)
 AH8966
 AH8966'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8966'0.5 MILE NORTH OF BRADFORD, 10.35 MILES NORTH ON TRUNK HIGHWAY 47 FROM
 AH8966'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT FRANCIS,
 AH8966'AT TRUNK HIGHWAY 47 MILEPOINT 44.65, 195 FEET EAST OF TRUNK HIGHWAY
 AH8966'47, 30 FEET NORTH OF COUNTY ROAD 17, 76 FEET NORTH-NORTHWEST OF POWER
 AH8966'POLE, 11 FEET WEST OF POWER POLE, 9.7 FEET WEST OF WITNESS POST, 1.0
 AH8966'FOOT SOUTH OF WITNESS POST, 7.0 FEET EAST-SOUTHEAST OF RIGHT-OF-WAY
 AH8966'POST, ACROSS FROM DRIVE NUMBER 3980.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8965 ***********************************************************************
 AH8965  DESIGNATION -  3001 G
 AH8965  PID         -  AH8965
 AH8965  STATE/COUNTY-  MN/ISANTI
 AH8965  COUNTRY     -  US
 AH8965  USGS QUAD   -  BRADFORD (1961)
 AH8965
 AH8965                         *CURRENT SURVEY CONTROL
 AH8965  ______________________________________________________________________
 AH8965* NAD 83(1986) POSITION- 45 31 04.62   (N) 093 22 08.46   (W)   HD_HELD1  
 AH8965* NAVD 88 ORTHO HEIGHT -   290.537  (meters)     953.20  (feet) ADJUSTED  
 AH8965  ______________________________________________________________________
 AH8965  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AH8965  DYNAMIC HEIGHT  -        290.522 (meters)      953.15  (feet) COMP
 AH8965  MODELED GRAVITY -    980,558.6   (mgal)                       NAVD 88
 AH8965
 AH8965  VERT ORDER      -  SECOND    CLASS I
 AH8965
 AH8965.The horizontal coordinates were established by differentially corrected
 AH8965.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8965.
 AH8965.The orthometric height was determined by differential leveling and
 AH8965.adjusted in May 2000.
 AH8965
 AH8965.Photographs are available for this station.
 AH8965
 AH8965.The dynamic height is computed by dividing the NAVD 88
 AH8965.geopotential number by the normal gravity value computed on the
 AH8965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8965.degrees latitude (g = 980.6199 gals.).
 AH8965
 AH8965.The modeled gravity was interpolated from observed gravity values.
 AH8965
 AH8965;                    North         East    Units  Estimated Accuracy
 AH8965;SPC MN C     -   157,951.9     868,834.2     MT  (+/- 3 meters HH1 GPS) 
 AH8965
 AH8965                          SUPERSEDED SURVEY CONTROL
 AH8965
 AH8965.No superseded survey control is available for this station.
 AH8965
 AH8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7117940556(NAD 83)
 AH8965
 AH8965_MARKER: DV = VERTICAL CONTROL DISK
 AH8965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8965_STAMPING: 3001 G 1991
 AH8965_MARK LOGO: MNDT  
 AH8965_PROJECTION: RECESSED 8 CENTIMETERS
 AH8965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8965+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 AH8965_ROD/PIPE-DEPTH: 21.3 meters
 AH8965
 AH8965  HISTORY     - Date     Condition        Report By
 AH8965  HISTORY     - 1991     MONUMENTED       MNDT
 AH8965  HISTORY     - 20041120 GOOD             USPSQD
 AH8965  HISTORY     - 20080703 GOOD             MNDT
 AH8965
 AH8965                          STATION DESCRIPTION
 AH8965
 AH8965'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8965'THE MARK IS LOCATED ABOUT 9.0 MILES (14.5 KM) NORTH OF THE CITY OF ST
 AH8965'FRANCIS, 9.55 MI (15.37 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47
 AH8965'AND CO RD 24 EAST IN ST FRANCIS, 0.35 MI (0.56 KM) SOUTH OF BRADFORD,
 AH8965'0.85 MI (1.37 KM) SOUTH OF JCT OF TH 47 AND CO RD 17 EAST, 58.0 FT
 AH8965'(17.7 M) WEST OF TH 47, AT TH 47 MP 43.85, 42.0 FT (12.8 M) NORTH OF
 AH8965'THE CENTER OF A DRIVE, 108.7 FT (33.1 M) SSW OF A P-POLE, 1.0 FT (0.3
 AH8965'M) EAST OF SOUTH END OF JUNKYARD FENCE, 1.8 FT (0.5 M) WEST OF A
 AH8965'WITNESS POST, AND 0.3 FT (9.1 CM) BELOW GROUND LEVEL.
 AH8965
 AH8965                          STATION RECOVERY (2004)
 AH8965
 AH8965'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8965'RECOVERED IN GOOD CONDITION.
 AH8965
 AH8965                          STATION RECOVERY (2008)
 AH8965
 AH8965'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8965'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF WYANETT,
 AH8965'6.2 MI (10.0 KM) WEST-NORTHWEST OF ISANTI AND 0.3 MI (0.5 KM) SOUTH OF
 AH8965'BRADFORD.
 AH8965' 
 AH8965'TO REACH TO THE MARK GO 9.0 MI (14.5 KM) NORTH OF SAINT FRANCIS, 0.35
 AH8965'MI (0.6 KM) SOUTH OF BRADFORD, 9.55 MI (15.4 KM) NORTH ON TRUNK
 AH8965'HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24
 AH8965'EAST IN SAINT FRANCIS, 0.85 MI (1.4 KM) SOUTH OF THE JUNCTION OF TRUNK
 AH8965'HIGHWAY 47 AND COUNTY ROAD 17 EAST, 58 FT (17.7 M) WEST OF TRUNK
 AH8965'HIGHWAY 47, AT TRUNK HIGHWAY 47 MILE POINT 43.85, 42 FT (12.8 M) NORTH
 AH8965'OF NORTH DRIVEWAY, 108.7 FT (33.1 M) SOUTH-SOUTHWEST OF POWER POLE,
 AH8965'1.0 FT (0.3 M) EAST OF SOUTH END OF JUNKYARD FENCE, 1.8 FT (0.5 M)
 AH8965'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8963 ***********************************************************************
 AH8963  DESIGNATION -  3001 H
 AH8963  PID         -  AH8963
 AH8963  STATE/COUNTY-  MN/ISANTI
 AH8963  COUNTRY     -  US
 AH8963  USGS QUAD   -  ST FRANCIS (1974)
 AH8963
 AH8963                         *CURRENT SURVEY CONTROL
 AH8963  ______________________________________________________________________
 AH8963* NAD 83(1986) POSITION- 45 29 21.     (N) 093 22 04.     (W)   SCALED    
 AH8963* NAVD 88 ORTHO HEIGHT -   288.422  (meters)     946.26  (feet) ADJUSTED  
 AH8963  ______________________________________________________________________
 AH8963  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 AH8963  DYNAMIC HEIGHT  -        288.407 (meters)      946.22  (feet) COMP
 AH8963  MODELED GRAVITY -    980,555.8   (mgal)                       NAVD 88
 AH8963
 AH8963  VERT ORDER      -  SECOND    CLASS I
 AH8963
 AH8963.The horizontal coordinates were scaled from a topographic map and have
 AH8963.an estimated accuracy of +/- 6 seconds.
 AH8963.
 AH8963.The orthometric height was determined by differential leveling and
 AH8963.adjusted in May 2000.
 AH8963
 AH8963.Photographs are available for this station.
 AH8963
 AH8963.The dynamic height is computed by dividing the NAVD 88
 AH8963.geopotential number by the normal gravity value computed on the
 AH8963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8963.degrees latitude (g = 980.6199 gals.).
 AH8963
 AH8963.The modeled gravity was interpolated from observed gravity values.
 AH8963
 AH8963;                    North         East    Units  Estimated Accuracy
 AH8963;SPC MN C     -   154,750.      868,970.      MT  (+/- 180 meters Scaled)
 AH8963
 AH8963                          SUPERSEDED SURVEY CONTROL
 AH8963
 AH8963.No superseded survey control is available for this station.
 AH8963
 AH8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL712373(NAD 83)
 AH8963
 AH8963_MARKER: DV = VERTICAL CONTROL DISK
 AH8963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8963_STAMPING: 3001 H 1992
 AH8963_MARK LOGO: MNDT  
 AH8963_PROJECTION: FLUSH
 AH8963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8963+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2011
 AH8963_ROD/PIPE-DEPTH: 19.8 meters
 AH8963
 AH8963  HISTORY     - Date     Condition        Report By
 AH8963  HISTORY     - 1991     MONUMENTED       MNDT
 AH8963  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 AH8963  HISTORY     - 20080702 GOOD             MNDT
 AH8963  HISTORY     - 20111029 GOOD             GEOCAC
 AH8963
 AH8963                          STATION DESCRIPTION
 AH8963
 AH8963'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8963'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF BRADFORD, 7.5 MILES
 AH8963'(12.1 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8963'ST FRANCIS, 1.25 MI (2.01 KM) NORTH OF JCT OF TH 47 AND CO RD 59 WEST,
 AH8963'0.75 MI (1.21 KM) SOUTH OF JCT OF TH 47 AND CO RD 5, 200 FT (61.0 M)
 AH8963'EAST OF TH 47, AT TH 47 MP 41.85, 18 FT (5.5 M) NORTH OF A GRAVEL RD,
 AH8963'79.0 FT (24.1 M) WEST OF A P-POLE, 9.9 FT (3.0 M) WNW OF A TEL JCT
 AH8963'BOX, 8.6 FT (2.6 M) WEST OF A WIT POST AND 0.1 FT (3.0 CM) BELOW
 AH8963'GROUND LEVEL.
 AH8963
 AH8963                          STATION RECOVERY (2004)
 AH8963
 AH8963'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8963'2004 IMPROVEMENTS TO TH 47 INCLUDED MOVING THE HIGHWAY SLIGHTLY.
 AH8963
 AH8963                          STATION RECOVERY (2008)
 AH8963
 AH8963'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8963'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF ISANTI, 5.4 MI
 AH8963'(8.7 KM) NORTHEAST OF CROWN AND 2.3 MI (3.7 KM) SOUTH OF BRADFORD.
 AH8963' 
 AH8963'TO REACH TO THE MARK GO 7.5 MI (12.1 KM) NORTH ON TRUNK HIGHWAY 47
 AH8963'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8963'FRANCIS, 1.25 MI (2.0 KM) NORTH OF THE JUNCTION OF TRUNK HIGHWAY 47
 AH8963'AND COUNTY ROAD 59 WEST, 0.75 MI (1.2 KM) SOUTH OF THE JUNCTION OF
 AH8963'TRUNK HIGHWAY 47 AND COUNTY ROAD 5, AT TRUNK HIGHWAY 47 MILE POINT
 AH8963'41.85, 200 FT (61.0 M) EAST OF TRUNK HIGHWAY 47, 18 FT (5.5 M) NORTH
 AH8963'OF GRAVEL ROAD, 79 FT (24.1 M) WEST OF POWER POLE, 9.9 FT (3.0 M)
 AH8963'WEST-NORTHWEST OF TELEPHONE JUNCTION BOX, 8.6 FT (2.6 M) WEST OF A
 AH8963'WITNESS POST.
 AH8963
 AH8963                          STATION RECOVERY (2011)
 AH8963
 AH8963'RECOVERY NOTE BY GEOCACHING 2011 (ETK)
 AH8963'HH2 COORDINATES N45 29 21.1, W093 22 3.2.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8962 ***********************************************************************
 AH8962  DESIGNATION -  3001 J
 AH8962  PID         -  AH8962
 AH8962  STATE/COUNTY-  MN/ISANTI
 AH8962  COUNTRY     -  US
 AH8962  USGS QUAD   -  ST FRANCIS (1974)
 AH8962
 AH8962                         *CURRENT SURVEY CONTROL
 AH8962  ______________________________________________________________________
 AH8962* NAD 83(1986) POSITION- 45 28 49.     (N) 093 22 07.     (W)   SCALED    
 AH8962* NAVD 88 ORTHO HEIGHT -   287.770  (meters)     944.13  (feet) ADJUSTED  
 AH8962  ______________________________________________________________________
 AH8962  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 AH8962  DYNAMIC HEIGHT  -        287.754 (meters)      944.07  (feet) COMP
 AH8962  MODELED GRAVITY -    980,555.5   (mgal)                       NAVD 88
 AH8962
 AH8962  VERT ORDER      -  SECOND    CLASS I
 AH8962
 AH8962.The horizontal coordinates were scaled from a topographic map and have
 AH8962.an estimated accuracy of +/- 6 seconds.
 AH8962.
 AH8962.The orthometric height was determined by differential leveling and
 AH8962.adjusted in May 2000.
 AH8962
 AH8962.The dynamic height is computed by dividing the NAVD 88
 AH8962.geopotential number by the normal gravity value computed on the
 AH8962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8962.degrees latitude (g = 980.6199 gals.).
 AH8962
 AH8962.The modeled gravity was interpolated from observed gravity values.
 AH8962
 AH8962;                    North         East    Units  Estimated Accuracy
 AH8962;SPC MN C     -   153,770.      868,910.      MT  (+/- 180 meters Scaled)
 AH8962
 AH8962                          SUPERSEDED SURVEY CONTROL
 AH8962
 AH8962.No superseded survey control is available for this station.
 AH8962
 AH8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL711363(NAD 83)
 AH8962
 AH8962_MARKER: DV = VERTICAL CONTROL DISK
 AH8962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8962_STAMPING: 3001 J 1991
 AH8962_MARK LOGO: MNDT  
 AH8962_PROJECTION: RECESSED 3 CENTIMETERS
 AH8962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8962+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 AH8962_ROD/PIPE-DEPTH:  7.6 meters
 AH8962
 AH8962  HISTORY     - Date     Condition        Report By
 AH8962  HISTORY     - 1991     MONUMENTED       MNDT
 AH8962  HISTORY     - 20041120 MARK NOT FOUND   USPSQD
 AH8962  HISTORY     - 20080702 MARK NOT FOUND   MNDT
 AH8962
 AH8962                          STATION DESCRIPTION
 AH8962
 AH8962'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8962'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF ST FRANCIS, 6.85
 AH8962'MILES (11.02 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24
 AH8962'EAST, 4.65 MI (7.48 KM) NORTH OF THE COUNTY LINE, 0.65 MI (1.05 KM)
 AH8962'NORTH OF THE JCT OF TH 47 AND CO RD 59 WEST, 33 FT (10.1 M) WEST OF TH
 AH8962'47, AT TH 47 MP 41.2, 4 FT (1.2 M) NORTH OF A P-POLE, 4.0 FT (1.2 M)
 AH8962'NORTH OF A WIT POST AND 0.4 FT (12.2 CM) BELOW GROUND LEVEL.
 AH8962
 AH8962                          STATION RECOVERY (2004)
 AH8962
 AH8962'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8962'2004 IMPROVEMENTS TO TH 47 INCLUDED MOVING THE HIGHWAY SLIGHTLY.  THE
 AH8962'LOCATION DETERMINED BY THE LATITUDE AND LONGITUDE GIVEN FOR THE
 AH8962'CURRENT SURVEY CONTROL IS THE DITCH WEST OF TH 47.
 AH8962
 AH8962                          STATION RECOVERY (2008)
 AH8962
 AH8962'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8962'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8961 ***********************************************************************
 AH8961  DESIGNATION -  3001 K
 AH8961  PID         -  AH8961
 AH8961  STATE/COUNTY-  MN/ISANTI
 AH8961  COUNTRY     -  US
 AH8961  USGS QUAD   -  ST FRANCIS (1974)
 AH8961
 AH8961                         *CURRENT SURVEY CONTROL
 AH8961  ______________________________________________________________________
 AH8961* NAD 83(1986) POSITION- 45 27 38.32   (N) 093 22 04.70   (W)   HD_HELD1  
 AH8961* NAVD 88 ORTHO HEIGHT -   286.065  (meters)     938.53  (feet) ADJUSTED  
 AH8961  ______________________________________________________________________
 AH8961  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 AH8961  DYNAMIC HEIGHT  -        286.050 (meters)      938.48  (feet) COMP
 AH8961  MODELED GRAVITY -    980,555.0   (mgal)                       NAVD 88
 AH8961
 AH8961  VERT ORDER      -  SECOND    CLASS I
 AH8961
 AH8961.The horizontal coordinates were established by differentially corrected
 AH8961.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8961.
 AH8961.The orthometric height was determined by differential leveling and
 AH8961.adjusted in May 2000.
 AH8961
 AH8961.Photographs are available for this station.
 AH8961
 AH8961.The dynamic height is computed by dividing the NAVD 88
 AH8961.geopotential number by the normal gravity value computed on the
 AH8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8961.degrees latitude (g = 980.6199 gals.).
 AH8961
 AH8961.The modeled gravity was interpolated from observed gravity values.
 AH8961
 AH8961;                    North         East    Units  Estimated Accuracy
 AH8961;SPC MN C     -   151,584.0     868,986.8     MT  (+/- 3 meters HH1 GPS) 
 AH8961
 AH8961                          SUPERSEDED SURVEY CONTROL
 AH8961
 AH8961.No superseded survey control is available for this station.
 AH8961
 AH8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7123134190(NAD 83)
 AH8961
 AH8961_MARKER: DV = VERTICAL CONTROL DISK
 AH8961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8961_STAMPING: 3001 K 1991
 AH8961_MARK LOGO: MNDT  
 AH8961_PROJECTION: RECESSED 5 CENTIMETERS
 AH8961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8961+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2008
 AH8961_ROD/PIPE-DEPTH: 25.9 meters
 AH8961
 AH8961  HISTORY     - Date     Condition        Report By
 AH8961  HISTORY     - 1991     MONUMENTED       MNDT
 AH8961  HISTORY     - 20041120 GOOD             USPSQD
 AH8961  HISTORY     - 20080720 GOOD             MNDT
 AH8961
 AH8961                          STATION DESCRIPTION
 AH8961
 AH8961'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8961'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF ST FRANCIS, 5.5 MI
 AH8961'(8.9 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8961'ST FRANCIS, 3.25 MI (5.23 KM) NORTH OF THE COUNTY LINE, 101.5 FT (30.9
 AH8961'M) WEST OF TH 47, AT TH 47 MP 39.85, 107.0 FT (32.6 M) NW OF A P-POLE,
 AH8961'AT THE SE COR OF AN OAK TREE GROVE, 1.0 FT (0.3 M) EAST OF A WITNESS
 AH8961'POST AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8961
 AH8961                          STATION RECOVERY (2004)
 AH8961
 AH8961'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8961'RECOVERED IN GOOD CONDITION.
 AH8961
 AH8961                          STATION RECOVERY (2008)
 AH8961
 AH8961'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8961'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH OF SAINT FRANCIS,
 AH8961'4.6 MI (7.4 KM) EAST-NORTHEAST OF CROWN AND 4.3 MI (6.9 KM) SOUTH OF
 AH8961'BRADFORD.
 AH8961' 
 AH8961'TO REACH TO THE MARK GO 5.0 MI (8.0 KM) NORTH OF SAINT FRANCIS, 5.5 MI
 AH8961'(8.8 KM) NORTH ON TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK HIGHWAY
 AH8961'47 AND COUNTY ROAD 24 EAST IN SAINT FRANCIS, 3.25 MI (5.2 KM) NORTH OF
 AH8961'COUNTY LINE, 101.5 FT (30.9 M) WEST OF TRUNK HIGHWAY 47, AT TRUNK
 AH8961'HIGHWAY 47 MILE POINT 39.85,, AT SOUTHEAST CORNER OF OAK TREE GROVE,
 AH8961'25 FT (7.6 M) NORTH FIELD ENTRANCE, 44 FT (13.4 M) WEST-SOUTHWEST OF
 AH8961'POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8960 ***********************************************************************
 AH8960  DESIGNATION -  3001 L
 AH8960  PID         -  AH8960
 AH8960  STATE/COUNTY-  MN/ISANTI
 AH8960  COUNTRY     -  US
 AH8960  USGS QUAD   -  ST FRANCIS (1974)
 AH8960
 AH8960                         *CURRENT SURVEY CONTROL
 AH8960  ______________________________________________________________________
 AH8960* NAD 83(1986) POSITION- 45 27 06.17   (N) 093 22 01.84   (W)   HD_HELD1  
 AH8960* NAVD 88 ORTHO HEIGHT -   283.619  (meters)     930.51  (feet) ADJUSTED  
 AH8960  ______________________________________________________________________
 AH8960  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AH8960  DYNAMIC HEIGHT  -        283.604 (meters)      930.46  (feet) COMP
 AH8960  MODELED GRAVITY -    980,554.9   (mgal)                       NAVD 88
 AH8960
 AH8960  VERT ORDER      -  SECOND    CLASS I
 AH8960
 AH8960.The horizontal coordinates were established by differentially corrected
 AH8960.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8960.
 AH8960.The orthometric height was determined by differential leveling and
 AH8960.adjusted in May 2000.
 AH8960
 AH8960.Photographs are available for this station.
 AH8960
 AH8960.The dynamic height is computed by dividing the NAVD 88
 AH8960.geopotential number by the normal gravity value computed on the
 AH8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8960.degrees latitude (g = 980.6199 gals.).
 AH8960
 AH8960.The modeled gravity was interpolated from observed gravity values.
 AH8960
 AH8960;                    North         East    Units  Estimated Accuracy
 AH8960;SPC MN C     -   150,592.2     869,059.9     MT  (+/- 3 meters HH1 GPS) 
 AH8960
 AH8960                          SUPERSEDED SURVEY CONTROL
 AH8960
 AH8960.No superseded survey control is available for this station.
 AH8960
 AH8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7128933197(NAD 83)
 AH8960
 AH8960_MARKER: DV = VERTICAL CONTROL DISK
 AH8960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8960_STAMPING: 3001 L 1991
 AH8960_MARK LOGO: MNDT  
 AH8960_PROJECTION: RECESSED 3 CENTIMETERS
 AH8960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8960+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 AH8960_ROD/PIPE-DEPTH: 19.8 meters
 AH8960
 AH8960  HISTORY     - Date     Condition        Report By
 AH8960  HISTORY     - 1991     MONUMENTED       MNDT
 AH8960  HISTORY     - 20041120 GOOD             USPSQD
 AH8960  HISTORY     - 20080702 GOOD             MNDT
 AH8960
 AH8960                          STATION DESCRIPTION
 AH8960
 AH8960'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8960'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF ST FRANCIS, 4.85 MI
 AH8960'(7.81 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8960'ST FRANCIS, 2.5 MI (4.0 KM) NORTH OF THE COUNTY LINE, 75.5 FT (23.0 M)
 AH8960'EAST OF TH 47, AT TH 47 MP 39.2, 2.4 FT (0.7 M) NORTH OF A WITNESS
 AH8960'POST AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8960
 AH8960                          STATION RECOVERY (2004)
 AH8960
 AH8960'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8960'RECOVERED IN GOOD CONDITION.
 AH8960
 AH8960                          STATION RECOVERY (2008)
 AH8960
 AH8960'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8960'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTH OF BRADFORD, 4.5 MI
 AH8960'(7.2 KM) EAST OF CROWN AND 4.5 MI (7.2 KM) NORTH OF SAINT FRANCIS.
 AH8960' 
 AH8960'TO REACH TO THE MARK GO 4.85 MI (7.8 KM) NORTH ON TRUNK HIGHWAY 47
 AH8960'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8960'FRANCIS, 2.5 MI (4.0 KM) NORTH OF COUNTY LINE, AT TRUNK HIGHWAY 47
 AH8960'MILE POINT 39.2, 75.5 FT (23.0 M) EAST OF TRUNK HIGHWAY 47, 2.4 FT
 AH8960'(0.7 M) NORTH OF A WITNESS POS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8959 ***********************************************************************
 AH8959  DESIGNATION -  3001 M
 AH8959  PID         -  AH8959
 AH8959  STATE/COUNTY-  MN/ISANTI
 AH8959  COUNTRY     -  US
 AH8959  USGS QUAD   -  ST FRANCIS (1974)
 AH8959
 AH8959                         *CURRENT SURVEY CONTROL
 AH8959  ______________________________________________________________________
 AH8959* NAD 83(1986) POSITION- 45 25 41.19   (N) 093 22 02.38   (W)   HD_HELD1  
 AH8959* NAVD 88 ORTHO HEIGHT -   282.111  (meters)     925.56  (feet) ADJUSTED  
 AH8959  ______________________________________________________________________
 AH8959  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AH8959  DYNAMIC HEIGHT  -        282.095 (meters)      925.51  (feet) COMP
 AH8959  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 AH8959
 AH8959  VERT ORDER      -  SECOND    CLASS I
 AH8959
 AH8959.The horizontal coordinates were established by differentially corrected
 AH8959.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8959.
 AH8959.The orthometric height was determined by differential leveling and
 AH8959.adjusted in May 2000.
 AH8959
 AH8959.Photographs are available for this station.
 AH8959
 AH8959.The dynamic height is computed by dividing the NAVD 88
 AH8959.geopotential number by the normal gravity value computed on the
 AH8959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8959.degrees latitude (g = 980.6199 gals.).
 AH8959
 AH8959.The modeled gravity was interpolated from observed gravity values.
 AH8959
 AH8959;                    North         East    Units  Estimated Accuracy
 AH8959;SPC MN C     -   147,968.6     869,077.5     MT  (+/- 3 meters HH1 GPS) 
 AH8959
 AH8959                          SUPERSEDED SURVEY CONTROL
 AH8959
 AH8959.No superseded survey control is available for this station.
 AH8959
 AH8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7126530575(NAD 83)
 AH8959
 AH8959_MARKER: DV = VERTICAL CONTROL DISK
 AH8959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8959_STAMPING: 3001 M 1991
 AH8959_MARK LOGO: MNDT  
 AH8959_PROJECTION: RECESSED 3 CENTIMETERS
 AH8959_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8959+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 AH8959_ROD/PIPE-DEPTH: 19.8 meters
 AH8959
 AH8959  HISTORY     - Date     Condition        Report By
 AH8959  HISTORY     - 1991     MONUMENTED       MNDT
 AH8959  HISTORY     - 20041120 GOOD             USPSQD
 AH8959  HISTORY     - 20080702 GOOD             MNDT
 AH8959
 AH8959                          STATION DESCRIPTION
 AH8959
 AH8959'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH8959'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF ST FRANCIS, 3.25 MI
 AH8959'(5.23 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND CO RD 24 EAST IN
 AH8959'ST FRANCIS, 1 MI (1.6 KM) NORTH OF THE COUNTY LINE, 148.5 FT (45.3 M)
 AH8959'EAST OF TH 47, AT TH 47 MP 37.6, 38 FT (11.6 M) SOUTH OF CO RD 53, 3.0
 AH8959'FT (0.9 M) WEST OF A FENCE COR, 1.0 FT (0.3 M) EAST OF A WITNESS POST,
 AH8959'AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8959
 AH8959                          STATION RECOVERY (2004)
 AH8959
 AH8959'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8959'RECOVERED IN GOOD CONDITION.
 AH8959
 AH8959                          STATION RECOVERY (2008)
 AH8959
 AH8959'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8959'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF BRADFORD, 4.7
 AH8959'MI (7.6 KM) EAST-SOUTHEAST OF CROWN AND 2.9 MI (4.7 KM) NORTH OF SAINT
 AH8959'FRANCIS.
 AH8959' 
 AH8959'TO REACH TO THE MARK 0.25 MI (0.4 KM) NORTH ON TRUNK HIGHWAY 47 FROM
 AH8959'THE JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 24 EAST IN SAINT
 AH8959'FRANCIS, 1.0 MI (1.6 KM) NORTH OF COUNTY LINE, AT TRUNK HIGHWAY 47
 AH8959'MILE POINT 37.6, 148.5 FT (45.3 M) EAST OF TRUNK HIGHWAY 47, 38 FT
 AH8959'(11.6 M) SOUTH OF COUNTY ROAD 53, 30.8 FT (9.4 M) SOUTHEAST COUNTY
 AH8959'ROAD 53 SIGN, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7221 ***********************************************************************
 DL7221  DESIGNATION -  3001 N
 DL7221  PID         -  DL7221
 DL7221  STATE/COUNTY-  MN/ISANTI
 DL7221  COUNTRY     -  US
 DL7221  USGS QUAD   -  WYANETT (1961)
 DL7221
 DL7221                         *CURRENT SURVEY CONTROL
 DL7221  ______________________________________________________________________
 DL7221* NAD 83(2007) POSITION- 45 34 32.14082(N) 093 23 21.08020(W)   ADJUSTED  
 DL7221* NAD 83(2007) ELLIP HT-   260.975 (meters)        (10/16/09)   ADJUSTED
 DL7221* NAD 83(2007) EPOCH   -  2002.00
 DL7221* NAVD 88 ORTHO HEIGHT -   289.142  (meters)     948.63  (feet) ADJUSTED  
 DL7221  ______________________________________________________________________
 DL7221  NAD 83(2007) X  -   -264,394.297 (meters)                     COMP
 DL7221  NAD 83(2007) Y  - -4,464,491.340 (meters)                     COMP
 DL7221  NAD 83(2007) Z  -  4,532,540.507 (meters)                     COMP
 DL7221  LAPLACE CORR    -         -4.75  (seconds)                    DEFLEC09
 DL7221  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 DL7221  DYNAMIC HEIGHT  -        289.129 (meters)      948.58  (feet) COMP
 DL7221  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 DL7221
 DL7221  HORZ ORDER      -  FIRST
 DL7221  VERT ORDER      -  SECOND    CLASS I
 DL7221  ELLP ORDER      -  THIRD     CLASS I
 DL7221
 DL7221.The horizontal coordinates were established by GPS observations
 DL7221.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7221
 DL7221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7221.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7221
 DL7221.The horizontal coordinates are valid at the epoch date displayed above
 DL7221.which is a decimal equivalence of Year/Month/Day.
 DL7221
 DL7221.The orthometric height was determined by differential leveling and
 DL7221.adjusted in February 2011.
 DL7221
 DL7221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7221
 DL7221.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7221
 DL7221.The ellipsoidal height was determined by GPS observations
 DL7221.and is referenced to NAD 83.
 DL7221
 DL7221.The dynamic height is computed by dividing the NAVD 88
 DL7221.geopotential number by the normal gravity value computed on the
 DL7221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7221.degrees latitude (g = 980.6199 gals.).
 DL7221
 DL7221.The modeled gravity was interpolated from observed gravity values.
 DL7221
 DL7221. The following values were computed from the NAD 83(2007) position.
 DL7221
 DL7221;                    North         East     Units Scale Factor Converg.
 DL7221;SPC MN C     -   164,341.065   867,188.527   MT  1.00000915   +0 37 21.7
 DL7221;SPC MN C     -   539,175.64  2,845,101.03   sFT  1.00000915   +0 37 21.7
 DL7221;UTM  15      - 5,046,968.562   469,634.633   MT  0.99961134   -0 16 40.6
 DL7221
 DL7221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7221!SPC MN C     -   0.99995909  x   1.00000915  =   0.99996824
 DL7221!UTM  15      -   0.99995909  x   0.99961134  =   0.99957044
 DL7221
 DL7221                          SUPERSEDED SURVEY CONTROL
 DL7221
 DL7221  NAVD 88 (10/16/09)  289.14   (m)          948.6    (f) LEVELING    3  
 DL7221
 DL7221.Superseded values are not recommended for survey control.
 DL7221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7221.See file dsdata.txt to determine how the superseded data were derived.
 DL7221
 DL7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6963446968(NAD 83)
 DL7221
 DL7221_MARKER: I = METAL ROD
 DL7221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7221_STAMPING: 3001 N 2008
 DL7221_MARK LOGO: MNDT  
 DL7221_PROJECTION: RECESSED 5 CENTIMETERS
 DL7221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7221+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7221_ROD/PIPE-DEPTH: 16.8 meters
 DL7221
 DL7221  HISTORY     - Date     Condition        Report By
 DL7221  HISTORY     - 2008     MONUMENTED       MNDT
 DL7221
 DL7221                          STATION DESCRIPTION
 DL7221
 DL7221'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7221'1.0 MILE SOUTH OF PINE BROOK, 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 47
 DL7221'FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK,
 DL7221'AT TRUNK HIGHWAY 47 MILEPOINT 48.8, 79.6 FEET WEST TRUNK HIGHWAY 47,
 DL7221'132.7 FEET SOUTH OF 335TH AVENUE, 5.7 FEET EAST OF RIGHT-OF-WAY SIGN,
 DL7221'53.6 FEET SOUTH OF POWER POLE, 2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4971 ***********************************************************************
 DM4971  DESIGNATION -  3001 P
 DM4971  PID         -  DM4971
 DM4971  STATE/COUNTY-  MN/ISANTI
 DM4971  COUNTRY     -  US
 DM4971  USGS QUAD   -  WYANETT (1961)
 DM4971
 DM4971                         *CURRENT SURVEY CONTROL
 DM4971  ______________________________________________________________________
 DM4971* NAD 83(1986) POSITION- 45 33 32.     (N) 093 23 24.     (W)   SCALED    
 DM4971* NAVD 88 ORTHO HEIGHT -   288.167  (meters)     945.43  (feet) ADJUSTED  
 DM4971  ______________________________________________________________________
 DM4971  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 DM4971  DYNAMIC HEIGHT  -        288.154 (meters)      945.39  (feet) COMP
 DM4971  MODELED GRAVITY -    980,564.1   (mgal)                       NAVD 88
 DM4971
 DM4971  VERT ORDER      -  SECOND    CLASS I
 DM4971
 DM4971.The horizontal coordinates were scaled from a topographic map and have
 DM4971.an estimated accuracy of +/- 6 seconds.
 DM4971.
 DM4971.The orthometric height was determined by differential leveling and
 DM4971.adjusted in February 2011.
 DM4971
 DM4971.The dynamic height is computed by dividing the NAVD 88
 DM4971.geopotential number by the normal gravity value computed on the
 DM4971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4971.degrees latitude (g = 980.6199 gals.).
 DM4971
 DM4971.The modeled gravity was interpolated from observed gravity values.
 DM4971
 DM4971;                    North         East    Units  Estimated Accuracy
 DM4971;SPC MN C     -   162,480.      867,150.      MT  (+/- 180 meters Scaled)
 DM4971
 DM4971                          SUPERSEDED SURVEY CONTROL
 DM4971
 DM4971.No superseded survey control is available for this station.
 DM4971
 DM4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL695451(NAD 83)
 DM4971
 DM4971_MARKER: DD = SURVEY DISK
 DM4971_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4971_SP_SET: BRIDGE RAILING
 DM4971_STAMPING: 3001 P 2008
 DM4971_MARK LOGO: MNDT  
 DM4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4971+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2008
 DM4971
 DM4971  HISTORY     - Date     Condition        Report By
 DM4971  HISTORY     - 2002     MONUMENTED       MNDT
 DM4971  HISTORY     - 20081028 GOOD             MNDT
 DM4971
 DM4971                          STATION DESCRIPTION
 DM4971
 DM4971'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4971'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF PINE BROOK, IN RAIL IN SOUTHEAST
 DM4971'CORNER OF TRUNK HIGHWAY 47 BRIDGE NUMMBER 30002 OVER RUM RIVER, 2.0 MI
 DM4971'(3.2 KM) SOUTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 DM4971'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK, AT TRUNK HIGHWAY 47
 DM4971'MILEPOST 47.6.
 DM4971' 
 DM4971'IT IS 24 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 47.
 DM4971' 
 DM4971'NOTE-DISK SET INBRIDGE WHEN BUILT IN 2002 THEN STAMPED WHEN USED IN
 DM4971'2008.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7222 ***********************************************************************
 DL7222  DESIGNATION -  3001 Q
 DL7222  PID         -  DL7222
 DL7222  STATE/COUNTY-  MN/ISANTI
 DL7222  COUNTRY     -  US
 DL7222  USGS QUAD   -  BRADFORD (1961)
 DL7222
 DL7222                         *CURRENT SURVEY CONTROL
 DL7222  ______________________________________________________________________
 DL7222* NAD 83(2007) POSITION- 45 30 27.22126(N) 093 22 09.63666(W)   ADJUSTED  
 DL7222* NAD 83(2007) ELLIP HT-   260.125 (meters)        (10/16/09)   ADJUSTED
 DL7222* NAD 83(2007) EPOCH   -  2002.00
 DL7222* NAVD 88 ORTHO HEIGHT -   288.386  (meters)     946.15  (feet) ADJUSTED  
 DL7222  ______________________________________________________________________
 DL7222  NAD 83(2007) X  -   -263,165.095 (meters)                     COMP
 DL7222  NAD 83(2007) Y  - -4,469,969.943 (meters)                     COMP
 DL7222  NAD 83(2007) Z  -  4,527,243.764 (meters)                     COMP
 DL7222  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC09
 DL7222  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 DL7222  DYNAMIC HEIGHT  -        288.371 (meters)      946.10  (feet) COMP
 DL7222  MODELED GRAVITY -    980,557.9   (mgal)                       NAVD 88
 DL7222
 DL7222  HORZ ORDER      -  FIRST
 DL7222  VERT ORDER      -  SECOND    CLASS I
 DL7222  ELLP ORDER      -  THIRD     CLASS I
 DL7222
 DL7222.The horizontal coordinates were established by GPS observations
 DL7222.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7222
 DL7222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7222.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7222
 DL7222.The horizontal coordinates are valid at the epoch date displayed above
 DL7222.which is a decimal equivalence of Year/Month/Day.
 DL7222
 DL7222.The orthometric height was determined by differential leveling and
 DL7222.adjusted in February 2011.
 DL7222
 DL7222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7222
 DL7222.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7222
 DL7222.The ellipsoidal height was determined by GPS observations
 DL7222.and is referenced to NAD 83.
 DL7222
 DL7222.The dynamic height is computed by dividing the NAVD 88
 DL7222.geopotential number by the normal gravity value computed on the
 DL7222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7222.degrees latitude (g = 980.6199 gals.).
 DL7222
 DL7222.The modeled gravity was interpolated from observed gravity values.
 DL7222
 DL7222. The following values were computed from the NAD 83(2007) position.
 DL7222
 DL7222;                    North         East     Units Scale Factor Converg.
 DL7222;SPC MN C     -   156,797.059   868,821.523   MT  1.00002542   +0 38 13.4
 DL7222;SPC MN C     -   514,425.02  2,850,458.61   sFT  1.00002542   +0 38 13.4
 DL7222;UTM  15      - 5,039,402.898   471,148.239   MT  0.99961023   -0 15 48.5
 DL7222
 DL7222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7222!SPC MN C     -   0.99995922  x   1.00002542  =   0.99998464
 DL7222!UTM  15      -   0.99995922  x   0.99961023  =   0.99956947
 DL7222
 DL7222                          SUPERSEDED SURVEY CONTROL
 DL7222
 DL7222  NAVD 88 (10/16/09)  288.39   (m)          946.2    (f) LEVELING    3  
 DL7222
 DL7222.Superseded values are not recommended for survey control.
 DL7222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7222.See file dsdata.txt to determine how the superseded data were derived.
 DL7222
 DL7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7114839402(NAD 83)
 DL7222
 DL7222_MARKER: DD = SURVEY DISK
 DL7222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7222_STAMPING: 3001 Q 2008
 DL7222_MARK LOGO: MNDT  
 DL7222_PROJECTION: FLUSH
 DL7222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7222+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7222_ROD/PIPE-DEPTH: 20.1 meters
 DL7222
 DL7222  HISTORY     - Date     Condition        Report By
 DL7222  HISTORY     - 2008     MONUMENTED       MNDT
 DL7222
 DL7222                          STATION DESCRIPTION
 DL7222
 DL7222'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7222'1.0 MILE SOUTH OF BRADFORD, 1.05 MILE SOUTH ALONG TRUNK HIGHWAY 47
 DL7222'FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 40 IN BRADFORD, AT
 DL7222'TRUNK HIGHWAY 47 MILEPOINT 43.1, 174 FEET WEST OF TRUNK HIGHWAY 47,
 DL7222'30.5 FEET NORTH OF 297TH AVENUE NORTHWEST, 8.3 FEET EAST OF
 DL7222'RIGHT-OF-WAY POST, 7.1 FEET EAST OF CABLE PEDISTAL, 2.3 FEET EAST OF
 DL7222'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9070 ***********************************************************************
 AH9070  DESIGNATION -  3002 A
 AH9070  PID         -  AH9070
 AH9070  STATE/COUNTY-  MN/ISANTI
 AH9070  COUNTRY     -  US
 AH9070  USGS QUAD   -  DALBO (1961)
 AH9070
 AH9070                         *CURRENT SURVEY CONTROL
 AH9070  ______________________________________________________________________
 AH9070* NAD 83(1986) POSITION- 45 40 36.     (N) 093 24 35.     (W)   SCALED    
 AH9070* NAVD 88 ORTHO HEIGHT -   294.517  (meters)     966.26  (feet) ADJUSTED  
 AH9070  ______________________________________________________________________
 AH9070  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 AH9070  DYNAMIC HEIGHT  -        294.509 (meters)      966.23  (feet) COMP
 AH9070  MODELED GRAVITY -    980,580.7   (mgal)                       NAVD 88
 AH9070
 AH9070  VERT ORDER      -  SECOND    CLASS I
 AH9070
 AH9070.The horizontal coordinates were scaled from a topographic map and have
 AH9070.an estimated accuracy of +/- 6 seconds.
 AH9070.
 AH9070.The orthometric height was determined by differential leveling and
 AH9070.adjusted in May 2000.
 AH9070
 AH9070.The dynamic height is computed by dividing the NAVD 88
 AH9070.geopotential number by the normal gravity value computed on the
 AH9070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9070.degrees latitude (g = 980.6199 gals.).
 AH9070
 AH9070.The modeled gravity was interpolated from observed gravity values.
 AH9070
 AH9070;                    North         East    Units  Estimated Accuracy
 AH9070;SPC MN C     -   175,560.      865,470.      MT  (+/- 180 meters Scaled)
 AH9070
 AH9070                          SUPERSEDED SURVEY CONTROL
 AH9070
 AH9070.No superseded survey control is available for this station.
 AH9070
 AH9070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680582(NAD 83)
 AH9070
 AH9070_MARKER: DB = BENCH MARK DISK
 AH9070_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9070_SP_SET: BRIDGE ABUTMENT
 AH9070_STAMPING: 3002 A 1948
 AH9070_MARK LOGO: MNDT  
 AH9070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9070+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1995
 AH9070
 AH9070  HISTORY     - Date     Condition        Report By
 AH9070  HISTORY     - 1948     MONUMENTED       MNDT
 AH9070  HISTORY     - 19950419 GOOD             MNDT
 AH9070
 AH9070                          STATION DESCRIPTION
 AH9070
 AH9070'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9070'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NW OF THE TOWN OF DALBO, IN
 AH9070'THE SW 1/4 OF SECTION 24, T37N, R25W.  TO REACH THE MARK FROM THE POST
 AH9070'OFFICE IN DALBO, GO WEST AND NORTH ALONG TH 47 FOR 1.75 MI (2.82 KM)
 AH9070'TO TH 47 MP 56.85 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN
 AH9070'THE ABUT AT THE SE COR OF TH 47 BRDG NO 918 OVER STANCHFIELD CREEK, IS
 AH9070'17.5 FT (5.3 M) EAST OF TH 47.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9064 ***********************************************************************
 AH9064  DESIGNATION -  3002 B
 AH9064  PID         -  AH9064
 AH9064  STATE/COUNTY-  MN/ISANTI
 AH9064  COUNTRY     -  US
 AH9064  USGS QUAD   -  WYANETT (1961)
 AH9064
 AH9064                         *CURRENT SURVEY CONTROL
 AH9064  ______________________________________________________________________
 AH9064* NAD 83(2007) POSITION- 45 36 03.97447(N) 093 23 15.59545(W)   ADJUSTED  
 AH9064* NAD 83(2007) ELLIP HT-   266.701 (meters)        (10/16/09)   ADJUSTED
 AH9064* NAD 83(2007) EPOCH   -  2002.00
 AH9064* NAVD 88 ORTHO HEIGHT -   294.851  (meters)     967.36  (feet) ADJUSTED  
 AH9064  ______________________________________________________________________
 AH9064  NAD 83(2007) X  -   -264,156.138 (meters)                     COMP
 AH9064  NAD 83(2007) Y  - -4,462,480.560 (meters)                     COMP
 AH9064  NAD 83(2007) Z  -  4,534,528.772 (meters)                     COMP
 AH9064  LAPLACE CORR    -         -5.14  (seconds)                    DEFLEC09
 AH9064  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 AH9064  DYNAMIC HEIGHT  -        294.839 (meters)      967.32  (feet) COMP
 AH9064  MODELED GRAVITY -    980,568.7   (mgal)                       NAVD 88
 AH9064
 AH9064  HORZ ORDER      -  FIRST
 AH9064  VERT ORDER      -  SECOND    CLASS I
 AH9064  ELLP ORDER      -  THIRD     CLASS I
 AH9064
 AH9064.The horizontal coordinates were established by GPS observations
 AH9064.and adjusted by the MN DEPT OF TRANSP in October 2009.
 AH9064
 AH9064.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH9064.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH9064
 AH9064.The horizontal coordinates are valid at the epoch date displayed above
 AH9064.which is a decimal equivalence of Year/Month/Day.
 AH9064
 AH9064.The orthometric height was determined by differential leveling and
 AH9064.adjusted in February 2011.
 AH9064
 AH9064.Photographs are available for this station.
 AH9064
 AH9064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9064
 AH9064.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH9064
 AH9064.The ellipsoidal height was determined by GPS observations
 AH9064.and is referenced to NAD 83.
 AH9064
 AH9064.The dynamic height is computed by dividing the NAVD 88
 AH9064.geopotential number by the normal gravity value computed on the
 AH9064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9064.degrees latitude (g = 980.6199 gals.).
 AH9064
 AH9064.The modeled gravity was interpolated from observed gravity values.
 AH9064
 AH9064. The following values were computed from the NAD 83(2007) position.
 AH9064
 AH9064;                    North         East     Units Scale Factor Converg.
 AH9064;SPC MN C     -   167,177.400   867,276.571   MT  1.00000341   +0 37 25.7
 AH9064;SPC MN C     -   548,481.19  2,845,389.88   sFT  1.00000341   +0 37 25.7
 AH9064;UTM  15      - 5,049,802.044   469,767.200   MT  0.99961124   -0 16 37.1
 AH9064
 AH9064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9064!SPC MN C     -   0.99995819  x   1.00000341  =   0.99996160
 AH9064!UTM  15      -   0.99995819  x   0.99961124  =   0.99956945
 AH9064
 AH9064                          SUPERSEDED SURVEY CONTROL
 AH9064
 AH9064  NAVD 88 (10/16/09)  294.85   (m)          967.4    (f) LEVELING    3  
 AH9064  NAVD 88 (05/16/00)  294.877  (m)          967.44   (f) SUPERSEDED  2 1
 AH9064
 AH9064.Superseded values are not recommended for survey control.
 AH9064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9064.See file dsdata.txt to determine how the superseded data were derived.
 AH9064
 AH9064_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6976749802(NAD 83)
 AH9064
 AH9064_MARKER: DV = VERTICAL CONTROL DISK
 AH9064_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9064_STAMPING: 3002 B 1995
 AH9064_MARK LOGO: MNDT  
 AH9064_PROJECTION: FLUSH
 AH9064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9064+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 AH9064_ROD/PIPE-DEPTH:  7.6 meters
 AH9064
 AH9064  HISTORY     - Date     Condition        Report By
 AH9064  HISTORY     - 1995     MONUMENTED       MNDT
 AH9064  HISTORY     - 20080703 GOOD             MNDT
 AH9064  HISTORY     - 20081012 GOOD             MNDT
 AH9064  HISTORY     - 20081013 GOOD             MNDT
 AH9064
 AH9064                          STATION DESCRIPTION
 AH9064
 AH9064'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9064'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NORTH OF THE TOWN OF PINE
 AH9064'BROOK, IN THE NW 1/4 OF SECTION 19, T36N, R24W.  TO REACH THE MARK
 AH9064'FROM THE JCT OF TH 47 AND TH 95 IN PINE BROOK, GO NORTH ALONG TH 47
 AH9064'FOR 1.0 MI (1.6 KM) TO TH 47 MP 50.65 AND THE MARK ON THE RIGHT. THE
 AH9064'MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS 32 FT (9.8 M) EAST OF TH
 AH9064'47, 40 FT (12.2 M) SOUTH OF 349TH AVE NW, 2.8 FT (0.9 M) WEST OF A
 AH9064'P-POLE, AND 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 AH9064
 AH9064                          STATION RECOVERY (2008)
 AH9064
 AH9064'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH9064'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST-SOUTHWEST OF
 AH9064'SPRINGVALE, 4.0 MI (6.4 KM) SOUTH OF DALBO AND 3.2 MI (5.1 KM)
 AH9064'EAST-NORTHEAST OF WYANETT.
 AH9064' 
 AH9064'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH OF PINE BROOK, 1.0 MI
 AH9064'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 AH9064'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK, AT TRUNK HIGHWAY 47
 AH9064'MILE POINT 50.65, 320 FT (97.5 M) EAST OF TRUNK HIGHWAY 47, 38 FT
 AH9064'(11.6 M) SOUTH OF 349TH AVENUE NORTHWEST, 51.0 FT (15.5 M) EAST OF
 AH9064'ENTRANCE SOUTH, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 AH9064
 AH9064                          STATION RECOVERY (2008)
 AH9064
 AH9064'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH9064'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST-SOUTHWEST OF
 AH9064'SPRINGVALE, 4.0 MI (6.4 KM) SOUTH OF DALBO AND 3.2 MI (5.1 KM)
 AH9064'EAST-NORTHEAST OF WYANETT.
 AH9064' 
 AH9064'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH OF PINE BROOK, 1.0 MI
 AH9064'(1.6 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 AH9064'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK, AT TRUNK HIGHWAY 47
 AH9064'MILE POINT 50.65, 320 FT (97.5 M) EAST OF TRUNK HIGHWAY 47, 38 FT
 AH9064'(11.6 M) SOUTH OF 349TH AVENUE NORTHWEST, 51.0 FT (15.5 M) EAST OF
 AH9064'ENTRANCE SOUTH, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
 AH9064
 AH9064                          STATION RECOVERY (2008)
 AH9064
 AH9064'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH9064'1.0 MILE NORTH OF PINE BROOK, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 47
 AH9064'FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE BROOK,
 AH9064'AT TRUNK HIGHWAY 47 MILEPOINT 50.65, 320 FEET EAST OF TRUNK HIGHWAY
 AH9064'47, 38 FEET SOUTH OF 349TH AVENUE NORTHWEST, 51.0 FEET EAST OF
 AH9064'ENTRANCE SOUTH, 1.2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9066 ***********************************************************************
 AH9066  DESIGNATION -  3002 D
 AH9066  PID         -  AH9066
 AH9066  STATE/COUNTY-  MN/ISANTI
 AH9066  COUNTRY     -  US
 AH9066  USGS QUAD   -  DALBO (1961)
 AH9066
 AH9066                         *CURRENT SURVEY CONTROL
 AH9066  ______________________________________________________________________
 AH9066* NAD 83(1986) POSITION- 45 37 48.6    (N) 093 23 23.8    (W)   HD_HELD2  
 AH9066* NAVD 88 ORTHO HEIGHT -   295.300  (meters)     968.83  (feet) ADJUSTED  
 AH9066  ______________________________________________________________________
 AH9066  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 AH9066  DYNAMIC HEIGHT  -        295.289 (meters)      968.79  (feet) COMP
 AH9066  MODELED GRAVITY -    980,572.3   (mgal)                       NAVD 88
 AH9066
 AH9066  VERT ORDER      -  SECOND    CLASS I
 AH9066
 AH9066.The horizontal coordinates were established by autonomous hand held GPS
 AH9066.observations and have an estimated accuracy of +/- 10 meters.
 AH9066.
 AH9066.The orthometric height was determined by differential leveling and
 AH9066.adjusted in May 2000.
 AH9066
 AH9066.Photographs are available for this station.
 AH9066
 AH9066.The dynamic height is computed by dividing the NAVD 88
 AH9066.geopotential number by the normal gravity value computed on the
 AH9066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9066.degrees latitude (g = 980.6199 gals.).
 AH9066
 AH9066.The modeled gravity was interpolated from observed gravity values.
 AH9066
 AH9066;                    North         East    Units  Estimated Accuracy
 AH9066;SPC MN C     -   170,405.      867,064.      MT  (+/- 10 meters HH2 GPS)
 AH9066
 AH9066                          SUPERSEDED SURVEY CONTROL
 AH9066
 AH9066.No superseded survey control is available for this station.
 AH9066
 AH9066_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6960553031(NAD 83)
 AH9066
 AH9066_MARKER: DV = VERTICAL CONTROL DISK
 AH9066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9066_STAMPING: 3002 D 1995
 AH9066_MARK LOGO: MNDT  
 AH9066_PROJECTION: RECESSED 5 CENTIMETERS
 AH9066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9066+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2008
 AH9066_ROD/PIPE-DEPTH: 15.2 meters
 AH9066
 AH9066  HISTORY     - Date     Condition        Report By
 AH9066  HISTORY     - 1995     MONUMENTED       MNDT
 AH9066  HISTORY     - 20080703 GOOD             MNDT
 AH9066
 AH9066                          STATION DESCRIPTION
 AH9066
 AH9066'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9066'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SSE OF THE TOWN OF DALBO OR 3
 AH9066'MI (4.8 KM) NORTH OF THE TOWN OF PINE BROOK, IN THE SE 1/4 OF SECTION
 AH9066'1, T36N, R25W. TO REACH THE MARK FROM THE JCT OF TH 47 AND TH 95 IN
 AH9066'PINE BROOK, GO NORTH ALONG TH 47 FOR 3.0 MI (4.8 KM) TO TH 47 MP 52.65
 AH9066'AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM
 AH9066'ROD, IS 27.5 FT (8.4 M) WEST OF TH 47, 42.5 FT (13.0 M) NORTH OF CO RD
 AH9066'6, 61 FT (18.6 M) WEST OF A FIELD ENT, 2.4 FT (0.7 M) EAST OF A
 AH9066'P-POLE, AND 1.0 FT (0.3 M) WEST OF A WITNESS POST.
 AH9066
 AH9066                          STATION RECOVERY (2008)
 AH9066
 AH9066'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH9066'THE STATION IS LOCATED ABOUT 4.2 MI (6.8 KM) NORTHEAST OF WYANETT, 4.0
 AH9066'MI (6.4 KM) WEST OF SPRINGVALE AND 2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF
 AH9066'DALBO.
 AH9066' 
 AH9066'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 47
 AH9066'FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE
 AH9066'BROOK, AT TRUNK HIGHWAY 47 MILE POINT 52.65, 275 FT (83.8 M) WEST OF
 AH9066'TRUNK HIGHWAY 47, 42.5 FT (13.0 M) NORTH OF COUNTY ROAD 6, 61 FT (18.6
 AH9066'M) WEST OF A FIELD ENTRANCE, 2.4 FT (0.7 M) EAST OF POWER POLE, 1.0 FT
 AH9066'(0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7223 ***********************************************************************
 DL7223  DESIGNATION -  3002 E RESET
 DL7223  PID         -  DL7223
 DL7223  STATE/COUNTY-  MN/ISANTI
 DL7223  COUNTRY     -  US
 DL7223  USGS QUAD   -  DALBO (1961)
 DL7223
 DL7223                         *CURRENT SURVEY CONTROL
 DL7223  ______________________________________________________________________
 DL7223* NAD 83(2007) POSITION- 45 39 04.90669(N) 093 23 17.18973(W)   ADJUSTED  
 DL7223* NAD 83(2007) ELLIP HT-   269.500 (meters)        (10/16/09)   ADJUSTED
 DL7223* NAD 83(2007) EPOCH   -  2002.00
 DL7223* NAVD 88 ORTHO HEIGHT -   297.572  (meters)     976.28  (feet) ADJUSTED  
 DL7223  ______________________________________________________________________
 DL7223  NAD 83(2007) X  -   -263,954.763 (meters)                     COMP
 DL7223  NAD 83(2007) Y  - -4,458,494.463 (meters)                     COMP
 DL7223  NAD 83(2007) Z  -  4,538,437.416 (meters)                     COMP
 DL7223  LAPLACE CORR    -         -5.16  (seconds)                    DEFLEC09
 DL7223  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DL7223  DYNAMIC HEIGHT  -        297.562 (meters)      976.25  (feet) COMP
 DL7223  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 DL7223
 DL7223  HORZ ORDER      -  FIRST
 DL7223  VERT ORDER      -  SECOND    CLASS I
 DL7223  ELLP ORDER      -  THIRD     CLASS I
 DL7223
 DL7223.The horizontal coordinates were established by GPS observations
 DL7223.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7223
 DL7223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7223.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7223
 DL7223.The horizontal coordinates are valid at the epoch date displayed above
 DL7223.which is a decimal equivalence of Year/Month/Day.
 DL7223
 DL7223.The orthometric height was determined by differential leveling and
 DL7223.adjusted in February 2011.
 DL7223
 DL7223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7223
 DL7223.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7223
 DL7223.The ellipsoidal height was determined by GPS observations
 DL7223.and is referenced to NAD 83.
 DL7223
 DL7223.The dynamic height is computed by dividing the NAVD 88
 DL7223.geopotential number by the normal gravity value computed on the
 DL7223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7223.degrees latitude (g = 980.6199 gals.).
 DL7223
 DL7223.The modeled gravity was interpolated from observed gravity values.
 DL7223
 DL7223. The following values were computed from the NAD 83(2007) position.
 DL7223
 DL7223;                    North         East     Units Scale Factor Converg.
 DL7223;SPC MN C     -   172,762.664   867,181.238   MT  0.99999266   +0 37 24.5
 DL7223;SPC MN C     -   566,805.51  2,845,077.11   sFT  0.99999266   +0 37 24.5
 DL7223;UTM  15      - 5,055,385.955   469,759.699   MT  0.99961124   -0 16 39.1
 DL7223
 DL7223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7223!SPC MN C     -   0.99995775  x   0.99999266  =   0.99995041
 DL7223!UTM  15      -   0.99995775  x   0.99961124  =   0.99956901
 DL7223
 DL7223:                Primary Azimuth Mark                     Grid Az
 DL7223:SPC MN C     -  3002 M                                   331 46 02.8
 DL7223:UTM  15      -  3002 M                                   332 40 06.4
 DL7223
 DL7223|---------------------------------------------------------------------|
 DL7223| PID    Reference Object                     Distance      Geod. Az  |
 DL7223|                                                           dddmmss.s |
 DL7223| DL7262 3002 M                              APPROX. 0.9 KM 3322327.3 |
 DL7223|---------------------------------------------------------------------|
 DL7223
 DL7223                          SUPERSEDED SURVEY CONTROL
 DL7223
 DL7223  NAVD 88 (10/16/09)  297.57   (m)          976.3    (f) LEVELING    3  
 DL7223
 DL7223.Superseded values are not recommended for survey control.
 DL7223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7223.See file dsdata.txt to determine how the superseded data were derived.
 DL7223
 DL7223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6975955385(NAD 83)
 DL7223
 DL7223_MARKER: I = METAL ROD
 DL7223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7223_STAMPING: 3002 E 1995 RESET 2008
 DL7223_MARK LOGO: MNDT  
 DL7223_PROJECTION: RECESSED 5 CENTIMETERS
 DL7223_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7223+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DL7223_ROD/PIPE-DEPTH: 13.7 meters
 DL7223
 DL7223  HISTORY     - Date     Condition        Report By
 DL7223  HISTORY     - 20080728 MONUMENTED       MNDT
 DL7223  HISTORY     - 20100414 GOOD             MNDT
 DL7223
 DL7223                          STATION DESCRIPTION
 DL7223
 DL7223'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7223'0.6 MILE SOUTHEAST OF DALBO, 0.8 MILE EAST AND SOUTH ALONG TRUNK
 DL7223'HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 DL7223'MILEPOINT 54.1, 206.5 FEET EAST OF TRUNK HIGHWAY 47, 35.5 FEET SOUTH
 DL7223'OF COUNTY ROAD 41, 31.5 FEET EAST OF FIELD ENTRANCE, 74.8 FEET
 DL7223'SOUTHEAST OF RIGHT-OF-WAY POST, 32 FEET WEST OF POWER POLE, 1.1 FEET
 DL7223'EAST OF WITNESS POST.
 DL7223
 DL7223                          STATION RECOVERY (2010)
 DL7223
 DL7223'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DL7223'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7223'THE MARK IS 0.6 MILE SOUTHEAST OF DALBO, 0.8 MILE EAST AND SOUTH ALONG
 DL7223'TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 DL7223'MILEPOINT 54.1, 206.5 FEET EAST OF TRUNK HIGHWAY 47, 74.8 FEET
 DL7223'SOUTHEAST OF RIGHT-OF-WAY POST, 35.5 FEET SOUTH OF COUNTY ROAD 41,
 DL7223'32.0  FEET WEST OF POWER POLE, 31.5 FEET EAST OF FIELD ENTRANCE, 1.1
 DL7223'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9068 ***********************************************************************
 AH9068  DESIGNATION -  3002 F
 AH9068  PID         -  AH9068
 AH9068  STATE/COUNTY-  MN/ISANTI
 AH9068  COUNTRY     -  US
 AH9068  USGS QUAD   -  DALBO (1961)
 AH9068
 AH9068                         *CURRENT SURVEY CONTROL
 AH9068  ______________________________________________________________________
 AH9068* NAD 83(1986) POSITION- 45 39 31.     (N) 093 24 13.     (W)   SCALED    
 AH9068* NAVD 88 ORTHO HEIGHT -   293.524  (meters)     963.00  (feet) ADJUSTED  
 AH9068  ______________________________________________________________________
 AH9068  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 AH9068  DYNAMIC HEIGHT  -        293.515 (meters)      962.97  (feet) COMP
 AH9068  MODELED GRAVITY -    980,577.6   (mgal)                       NAVD 88
 AH9068
 AH9068  VERT ORDER      -  SECOND    CLASS I
 AH9068
 AH9068.The horizontal coordinates were scaled from a topographic map and have
 AH9068.an estimated accuracy of +/- 6 seconds.
 AH9068.
 AH9068.The orthometric height was determined by differential leveling and
 AH9068.adjusted in May 2000.
 AH9068
 AH9068.The dynamic height is computed by dividing the NAVD 88
 AH9068.geopotential number by the normal gravity value computed on the
 AH9068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9068.degrees latitude (g = 980.6199 gals.).
 AH9068
 AH9068.The modeled gravity was interpolated from observed gravity values.
 AH9068
 AH9068;                    North         East    Units  Estimated Accuracy
 AH9068;SPC MN C     -   173,560.      865,960.      MT  (+/- 180 meters Scaled)
 AH9068
 AH9068                          SUPERSEDED SURVEY CONTROL
 AH9068
 AH9068.No superseded survey control is available for this station.
 AH9068
 AH9068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL685561(NAD 83)
 AH9068
 AH9068_MARKER: DV = VERTICAL CONTROL DISK
 AH9068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9068_STAMPING: 3002 F 1995
 AH9068_MARK LOGO: MNDT  
 AH9068_PROJECTION: FLUSH
 AH9068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9068+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9068_ROD/PIPE-DEPTH: 21.9 meters
 AH9068
 AH9068  HISTORY     - Date     Condition        Report By
 AH9068  HISTORY     - 1995     MONUMENTED       MNDT
 AH9068
 AH9068                          STATION DESCRIPTION
 AH9068
 AH9068'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9068'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF THE TOWN OF DALBO,
 AH9068'IN THE NW 1/4 OF SECTION 36, T37N, R25W.  TO REACH THE MARK FROM THE
 AH9068'POST OFFICE IN DALBO, GO WEST ALONG TH 47 FOR 0.25 MI (0.40 KM) TO TH
 AH9068'47 MP 55.35 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A
 AH9068'DRIVEN ALUMINUM ROD, IS 30 FT (9.1 M) SOUTH OF TH 47, 23 FT (7.0 M)
 AH9068'EAST OF A FIELD ENT, 62.3 FT (19.0 M) SSE OF A P-POLE, 11.5 FT (3.5 M)
 AH9068'ESE OF A TEL PEDESTAL, 3.6 FT (1.1 M) EAST OF A GUY POLE, AND 1.5 FT
 AH9068'(0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9069 ***********************************************************************
 AH9069  DESIGNATION -  3002 G
 AH9069  PID         -  AH9069
 AH9069  STATE/COUNTY-  MN/ISANTI
 AH9069  COUNTRY     -  US
 AH9069  USGS QUAD   -  DALBO (1961)
 AH9069
 AH9069                         *CURRENT SURVEY CONTROL
 AH9069  ______________________________________________________________________
 AH9069* NAD 83(1986) POSITION- 45 39 58.     (N) 093 24 36.     (W)   SCALED    
 AH9069* NAVD 88 ORTHO HEIGHT -   299.932  (meters)     984.03  (feet) ADJUSTED  
 AH9069  ______________________________________________________________________
 AH9069  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 AH9069  DYNAMIC HEIGHT  -        299.923 (meters)      984.00  (feet) COMP
 AH9069  MODELED GRAVITY -    980,579.3   (mgal)                       NAVD 88
 AH9069
 AH9069  VERT ORDER      -  SECOND    CLASS I
 AH9069
 AH9069.The horizontal coordinates were scaled from a topographic map and have
 AH9069.an estimated accuracy of +/- 6 seconds.
 AH9069.
 AH9069.The orthometric height was determined by differential leveling and
 AH9069.adjusted in May 2000.
 AH9069
 AH9069.The dynamic height is computed by dividing the NAVD 88
 AH9069.geopotential number by the normal gravity value computed on the
 AH9069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9069.degrees latitude (g = 980.6199 gals.).
 AH9069
 AH9069.The modeled gravity was interpolated from observed gravity values.
 AH9069
 AH9069;                    North         East    Units  Estimated Accuracy
 AH9069;SPC MN C     -   174,380.      865,460.      MT  (+/- 180 meters Scaled)
 AH9069
 AH9069                          SUPERSEDED SURVEY CONTROL
 AH9069
 AH9069.No superseded survey control is available for this station.
 AH9069
 AH9069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680570(NAD 83)
 AH9069
 AH9069_MARKER: DV = VERTICAL CONTROL DISK
 AH9069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9069_STAMPING: 3002 G 1995
 AH9069_MARK LOGO: MNDT  
 AH9069_PROJECTION: RECESSED 3 CENTIMETERS
 AH9069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9069+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9069_ROD/PIPE-DEPTH:  9.1 meters
 AH9069
 AH9069  HISTORY     - Date     Condition        Report By
 AH9069  HISTORY     - 1995     MONUMENTED       MNDT
 AH9069
 AH9069                          STATION DESCRIPTION
 AH9069
 AH9069'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9069'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NW OF THE TOWN OF DALBO, IN
 AH9069'THE SE 1/4 OF SECTION 26, T37N, R25W.  TO REACH THE MARK FROM THE POST
 AH9069'OFFICE IN DALBO, GO WEST AND NORTH ALONG TH 47 FOR 1.05 MI (1.69 KM)
 AH9069'TO TH 47 MP 56.15 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A
 AH9069'DRIVEN ALUMINUM ROD, IS 45 FT (13.7 M) WEST OF TH 47, 20 FT (6.1 M)
 AH9069'SOUTH OF 385TH AVE NW, 110.0 FT (33.5 M) NORTH OF A P-POLE WITH A
 AH9069'TRANSFORMER, 2.1 FT (0.6 M) WEST OF A P-POLE, AND 1.2 FT (0.4 M) EAST
 AH9069'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9071 ***********************************************************************
 AH9071  DESIGNATION -  3002 H
 AH9071  PID         -  AH9071
 AH9071  STATE/COUNTY-  MN/ISANTI
 AH9071  COUNTRY     -  US
 AH9071  USGS QUAD   -  DALBO (1961)
 AH9071
 AH9071                         *CURRENT SURVEY CONTROL
 AH9071  ______________________________________________________________________
 AH9071* NAD 83(1986) POSITION- 45 40 58.     (N) 093 24 35.     (W)   SCALED    
 AH9071* NAVD 88 ORTHO HEIGHT -   304.763  (meters)     999.88  (feet) ADJUSTED  
 AH9071  ______________________________________________________________________
 AH9071  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 AH9071  DYNAMIC HEIGHT  -        304.755 (meters)      999.85  (feet) COMP
 AH9071  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 AH9071
 AH9071  VERT ORDER      -  SECOND    CLASS I
 AH9071
 AH9071.The horizontal coordinates were scaled from a topographic map and have
 AH9071.an estimated accuracy of +/- 6 seconds.
 AH9071.
 AH9071.The orthometric height was determined by differential leveling and
 AH9071.adjusted in May 2000.
 AH9071
 AH9071.The dynamic height is computed by dividing the NAVD 88
 AH9071.geopotential number by the normal gravity value computed on the
 AH9071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9071.degrees latitude (g = 980.6199 gals.).
 AH9071
 AH9071.The modeled gravity was interpolated from observed gravity values.
 AH9071
 AH9071;                    North         East    Units  Estimated Accuracy
 AH9071;SPC MN C     -   176,240.      865,460.      MT  (+/- 180 meters Scaled)
 AH9071
 AH9071                          SUPERSEDED SURVEY CONTROL
 AH9071
 AH9071.No superseded survey control is available for this station.
 AH9071
 AH9071_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680588(NAD 83)
 AH9071
 AH9071_MARKER: DV = VERTICAL CONTROL DISK
 AH9071_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9071_STAMPING: 3002 H 1995
 AH9071_MARK LOGO: MNDT  
 AH9071_PROJECTION: FLUSH
 AH9071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9071+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9071_ROD/PIPE-DEPTH: 13.7 meters
 AH9071
 AH9071  HISTORY     - Date     Condition        Report By
 AH9071  HISTORY     - 1995     MONUMENTED       MNDT
 AH9071
 AH9071                          STATION DESCRIPTION
 AH9071
 AH9071'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9071'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NW OF THE TOWN OF DALBO,
 AH9071'IN THE NW 1/4 OF SECTION 24, T37N, R25W.  TO REACH THE MARK FROM THE
 AH9071'POST OFFICE IN DALBO, GO WEST AND NORTH ALONG TH 47 FOR 2.2 MI (3.5
 AH9071'KM) TO TH 47 MP 57.3 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET
 AH9071'ON A DRIVEN ALUMINUM ROD, IS 48 FT (14.6 M) EAST OF TH 47, 2.9 FT (0.9
 AH9071'M) SOUTH OF P-POLE, 1.3 FT (0.4 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7224 ***********************************************************************
 DL7224  DESIGNATION -  3002 J RESET
 DL7224  PID         -  DL7224
 DL7224  STATE/COUNTY-  MN/ISANTI
 DL7224  COUNTRY     -  US
 DL7224  USGS QUAD   -  DALBO (1961)
 DL7224
 DL7224                         *CURRENT SURVEY CONTROL
 DL7224  ______________________________________________________________________
 DL7224* NAD 83(2007) POSITION- 45 41 42.86132(N) 093 24 36.93816(W)   ADJUSTED  
 DL7224* NAD 83(2007) ELLIP HT-   275.774 (meters)        (10/16/09)   ADJUSTED
 DL7224* NAD 83(2007) EPOCH   -  2002.00
 DL7224* NAVD 88 ORTHO HEIGHT -   303.714  (meters)     996.44  (feet) ADJUSTED  
 DL7224  ______________________________________________________________________
 DL7224  NAD 83(2007) X  -   -265,471.270 (meters)                     COMP
 DL7224  NAD 83(2007) Y  - -4,454,913.903 (meters)                     COMP
 DL7224  NAD 83(2007) Z  -  4,541,849.586 (meters)                     COMP
 DL7224  LAPLACE CORR    -         -5.25  (seconds)                    DEFLEC09
 DL7224  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DL7224  DYNAMIC HEIGHT  -        303.707 (meters)      996.41  (feet) COMP
 DL7224  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 DL7224
 DL7224  HORZ ORDER      -  FIRST
 DL7224  VERT ORDER      -  SECOND    CLASS I
 DL7224  ELLP ORDER      -  THIRD     CLASS I
 DL7224
 DL7224.The horizontal coordinates were established by GPS observations
 DL7224.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7224
 DL7224.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7224.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7224
 DL7224.The horizontal coordinates are valid at the epoch date displayed above
 DL7224.which is a decimal equivalence of Year/Month/Day.
 DL7224
 DL7224.The orthometric height was determined by differential leveling and
 DL7224.adjusted in February 2011.
 DL7224
 DL7224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7224
 DL7224.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7224
 DL7224.The ellipsoidal height was determined by GPS observations
 DL7224.and is referenced to NAD 83.
 DL7224
 DL7224.The dynamic height is computed by dividing the NAVD 88
 DL7224.geopotential number by the normal gravity value computed on the
 DL7224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7224.degrees latitude (g = 980.6199 gals.).
 DL7224
 DL7224.The modeled gravity was interpolated from observed gravity values.
 DL7224
 DL7224. The following values were computed from the NAD 83(2007) position.
 DL7224
 DL7224;                    North         East     Units Scale Factor Converg.
 DL7224;SPC MN C     -   177,620.411   865,402.910   MT  0.99998390   +0 36 26.8
 DL7224;SPC MN C     -   582,742.97  2,839,242.71   sFT  0.99998390   +0 36 26.8
 DL7224;UTM  15      - 5,060,269.228   468,058.622   MT  0.99961254   -0 17 37.0
 DL7224
 DL7224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7224!SPC MN C     -   0.99995677  x   0.99998390  =   0.99994067
 DL7224!UTM  15      -   0.99995677  x   0.99961254  =   0.99956932
 DL7224
 DL7224:                Primary Azimuth Mark                     Grid Az
 DL7224:SPC MN C     -  3002 Q                                   176 24 54.1
 DL7224:UTM  15      -  3002 Q                                   177 18 57.9
 DL7224
 DL7224|---------------------------------------------------------------------|
 DL7224| PID    Reference Object                     Distance      Geod. Az  |
 DL7224|                                                           dddmmss.s |
 DL7224| DL7265 3002 Q                              APPROX. 1.3 KM 1770120.9 |
 DL7224|---------------------------------------------------------------------|
 DL7224
 DL7224                          SUPERSEDED SURVEY CONTROL
 DL7224
 DL7224  NAVD 88 (10/16/09)  303.71   (m)          996.4    (f) LEVELING    3  
 DL7224
 DL7224.Superseded values are not recommended for survey control.
 DL7224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7224.See file dsdata.txt to determine how the superseded data were derived.
 DL7224
 DL7224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6805860269(NAD 83)
 DL7224
 DL7224_MARKER: DD = SURVEY DISK
 DL7224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7224_STAMPING: 3002 J 1995 2008
 DL7224_MARK LOGO: MNDT  
 DL7224_PROJECTION: FLUSH
 DL7224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7224+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 DL7224_ROD/PIPE-DEPTH: 13.7 meters
 DL7224
 DL7224  HISTORY     - Date     Condition        Report By
 DL7224  HISTORY     - 20081208 MONUMENTED       MNDT
 DL7224
 DL7224                          STATION DESCRIPTION
 DL7224
 DL7224'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7224'2.6 MILES NORTH-NORTHWEST OF DALBO, 2.9 MILES WEST AND NORTH ALONG
 DL7224'TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 DL7224'MILEPOINT 58.15, 164.5 FEET WEST OF TRUNK HIGHWAY 47, 61.5 FEET NORTH
 DL7224'OF COUNTY ROAD 16 (401ST AVENUE NORTHWEST), 10 FEET WEST OF FIELD
 DL7224'ENTRANCE, 1.2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9074 ***********************************************************************
 AH9074  DESIGNATION -  3002 K
 AH9074  PID         -  AH9074
 AH9074  STATE/COUNTY-  MN/ISANTI
 AH9074  COUNTRY     -  US
 AH9074  USGS QUAD   -  DALBO (1961)
 AH9074
 AH9074                         *CURRENT SURVEY CONTROL
 AH9074  ______________________________________________________________________
 AH9074* NAD 83(2007) POSITION- 45 43 00.30852(N) 093 24 48.47976(W)   ADJUSTED  
 AH9074* NAD 83(2007) ELLIP HT-   276.555 (meters)        (10/16/09)   ADJUSTED
 AH9074* NAD 83(2007) EPOCH   -  2002.00
 AH9074* NAVD 88 ORTHO HEIGHT -   304.443  (meters)     998.83  (feet) ADJUSTED  
 AH9074  ______________________________________________________________________
 AH9074  NAD 83(2007) X  -   -265,618.672 (meters)                     COMP
 AH9074  NAD 83(2007) Y  - -4,453,191.090 (meters)                     COMP
 AH9074  NAD 83(2007) Z  -  4,543,520.010 (meters)                     COMP
 AH9074  LAPLACE CORR    -         -4.97  (seconds)                    DEFLEC09
 AH9074  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 AH9074  DYNAMIC HEIGHT  -        304.437 (meters)      998.81  (feet) COMP
 AH9074  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 AH9074
 AH9074  HORZ ORDER      -  FIRST
 AH9074  VERT ORDER      -  SECOND    CLASS I
 AH9074  ELLP ORDER      -  THIRD     CLASS I
 AH9074
 AH9074.The horizontal coordinates were established by GPS observations
 AH9074.and adjusted by the MN DEPT OF TRANSP in October 2009.
 AH9074
 AH9074.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH9074.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH9074
 AH9074.The horizontal coordinates are valid at the epoch date displayed above
 AH9074.which is a decimal equivalence of Year/Month/Day.
 AH9074
 AH9074.The orthometric height was determined by differential leveling and
 AH9074.adjusted in May 2000.
 AH9074
 AH9074.Photographs are available for this station.
 AH9074
 AH9074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9074
 AH9074.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH9074
 AH9074.The ellipsoidal height was determined by GPS observations
 AH9074.and is referenced to NAD 83.
 AH9074
 AH9074.The dynamic height is computed by dividing the NAVD 88
 AH9074.geopotential number by the normal gravity value computed on the
 AH9074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9074.degrees latitude (g = 980.6199 gals.).
 AH9074
 AH9074.The modeled gravity was interpolated from observed gravity values.
 AH9074
 AH9074. The following values were computed from the NAD 83(2007) position.
 AH9074
 AH9074;                    North         East     Units Scale Factor Converg.
 AH9074;SPC MN C     -   180,008.679   865,127.968   MT  0.99997982   +0 36 18.5
 AH9074;SPC MN C     -   590,578.47  2,838,340.68   sFT  0.99997982   +0 36 18.5
 AH9074;UTM  15      - 5,062,660.642   467,821.361   MT  0.99961273   -0 17 45.6
 AH9074
 AH9074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9074!SPC MN C     -   0.99995665  x   0.99997982  =   0.99993647
 AH9074!UTM  15      -   0.99995665  x   0.99961273  =   0.99956939
 AH9074
 AH9074                          SUPERSEDED SURVEY CONTROL
 AH9074
 AH9074  NAVD 88 (10/16/09)  304.44   (m)          998.8    (f) LEVELING    3  
 AH9074
 AH9074.Superseded values are not recommended for survey control.
 AH9074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9074.See file dsdata.txt to determine how the superseded data were derived.
 AH9074
 AH9074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6782162660(NAD 83)
 AH9074
 AH9074_MARKER: DV = VERTICAL CONTROL DISK
 AH9074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9074_STAMPING: 3002 K 1995
 AH9074_MARK LOGO: MNDT  
 AH9074_PROJECTION: RECESSED 10 CENTIMETERS
 AH9074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9074+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH9074_ROD/PIPE-DEPTH:  6.1 meters
 AH9074
 AH9074  HISTORY     - Date     Condition        Report By
 AH9074  HISTORY     - 1995     MONUMENTED       MNDT
 AH9074  HISTORY     - 20080709 GOOD             MNDT
 AH9074  HISTORY     - 20081015 GOOD             MNDT
 AH9074
 AH9074                          STATION DESCRIPTION
 AH9074
 AH9074'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9074'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NE OF THE TOWN OF DALBO, IN
 AH9074'THE NE 1/4 OF SECTION 11, T37N, R25W.  TO REACH THE MARK FROM THE POST
 AH9074'OFFICE IN DALBO, GO WEST AND NORTH ALONG TH 47 FOR 4.65 MI (7.48 KM)
 AH9074'TO TH 47 MP 59.7 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET ON A
 AH9074'DRIVEN ALUMINUM ROD, IS 370 FT (112.8 M) EAST OF TH 47, 32 FT (9.8 M)
 AH9074'SOUTH OF 413TH AVE NW, 2.1 FT (0.6 M) WEST OF A P-POLE, AND 0.9 FT
 AH9074'(27.4 CM) EAST OF A WITNESS POST.
 AH9074
 AH9074                          STATION RECOVERY (2008)
 AH9074
 AH9074'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH9074'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF OGILVIE, 7.9 MI
 AH9074'(12.7 KM) NORTHWEST OF SPRINGVALE AND 4.1 MI (6.6 KM) NORTH OF DALBO.
 AH9074'TO REACH TO THE MARK GO 4.65 MI (7.5 KM) WEST AND NORTH ALONG TRUNK
 AH9074'HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47 MILE
 AH9074'POINT 59.7, 370 FT (112.8 M) EAST OF TRUNK HIGHWAY 47, 32 FT (9.8 M)
 AH9074'SOUTH OF 413TH AVENUE NORTHWEST, 2.1 FT (0.6 M) WEST OF POWER POLE,
 AH9074'0.9 FT (0.3 M) EAST OF A WITNESS POST.
 AH9074
 AH9074                          STATION RECOVERY (2008)
 AH9074
 AH9074'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH9074'4.0 MILES NORTH-NORTHWEST OF DALBO, 4.65 MILES WEST AND NORTH ALONG
 AH9074'TRUNK HIGHWAY 47 FROM THE POST OFFICE IN DALBO, AT TRUNK HIGHWAY 47
 AH9074'MILEPOINT 59.7, 370 FEET EAST OF TRUNK HIGHWAY 47, 32 FEET SOUTH OF
 AH9074'413TH AVENUE NORTHWEST, 2.1 FEET WEST OF POWER POLE, 0.9 FOOT EAST OF
 AH9074'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7261 ***********************************************************************
 DL7261  DESIGNATION -  3002 L
 DL7261  PID         -  DL7261
 DL7261  STATE/COUNTY-  MN/ISANTI
 DL7261  COUNTRY     -  US
 DL7261  USGS QUAD   -  DALBO (1961)
 DL7261
 DL7261                         *CURRENT SURVEY CONTROL
 DL7261  ______________________________________________________________________
 DL7261* NAD 83(2007) POSITION- 45 38 13.42121(N) 093 23 19.15620(W)   ADJUSTED  
 DL7261* NAD 83(2007) ELLIP HT-   269.961 (meters)        (10/16/09)   ADJUSTED
 DL7261* NAD 83(2007) EPOCH   -  2002.00
 DL7261* NAVD 88 ORTHO HEIGHT -   298.056  (meters)     977.87  (feet) ADJUSTED  
 DL7261  ______________________________________________________________________
 DL7261  NAD 83(2007) X  -   -264,064.470 (meters)                     COMP
 DL7261  NAD 83(2007) Y  - -4,459,626.866 (meters)                     COMP
 DL7261  NAD 83(2007) Z  -  4,537,326.436 (meters)                     COMP
 DL7261  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC09
 DL7261  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DL7261  DYNAMIC HEIGHT  -        298.046 (meters)      977.84  (feet) COMP
 DL7261  MODELED GRAVITY -    980,573.0   (mgal)                       NAVD 88
 DL7261
 DL7261  HORZ ORDER      -  FIRST
 DL7261  VERT ORDER      -  SECOND    CLASS I
 DL7261  ELLP ORDER      -  THIRD     CLASS I
 DL7261
 DL7261.The horizontal coordinates were established by GPS observations
 DL7261.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7261
 DL7261.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7261.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7261
 DL7261.The horizontal coordinates are valid at the epoch date displayed above
 DL7261.which is a decimal equivalence of Year/Month/Day.
 DL7261
 DL7261.The orthometric height was determined by differential leveling and
 DL7261.adjusted in February 2011.
 DL7261
 DL7261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7261
 DL7261.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7261
 DL7261.The ellipsoidal height was determined by GPS observations
 DL7261.and is referenced to NAD 83.
 DL7261
 DL7261.The dynamic height is computed by dividing the NAVD 88
 DL7261.geopotential number by the normal gravity value computed on the
 DL7261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7261.degrees latitude (g = 980.6199 gals.).
 DL7261
 DL7261.The modeled gravity was interpolated from observed gravity values.
 DL7261
 DL7261. The following values were computed from the NAD 83(2007) position.
 DL7261
 DL7261;                    North         East     Units Scale Factor Converg.
 DL7261;SPC MN C     -   171,172.770   867,155.948   MT  0.99999564   +0 37 23.1
 DL7261;SPC MN C     -   561,589.33  2,844,994.14   sFT  0.99999564   +0 37 23.1
 DL7261;UTM  15      - 5,053,797.264   469,709.431   MT  0.99961128   -0 16 40.3
 DL7261
 DL7261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7261!SPC MN C     -   0.99995768  x   0.99999564  =   0.99995332
 DL7261!UTM  15      -   0.99995768  x   0.99961128  =   0.99956898
 DL7261
 DL7261:                Primary Azimuth Mark                     Grid Az
 DL7261:SPC MN C     -  3002 E RESET                             000 54 40.8
 DL7261:UTM  15      -  3002 E RESET                             001 48 44.2
 DL7261
 DL7261|---------------------------------------------------------------------|
 DL7261| PID    Reference Object                     Distance      Geod. Az  |
 DL7261|                                                           dddmmss.s |
 DL7261| DL7223 3002 E RESET                        APPROX. 1.6 KM 0013203.9 |
 DL7261|---------------------------------------------------------------------|
 DL7261
 DL7261                          SUPERSEDED SURVEY CONTROL
 DL7261
 DL7261  NAVD 88 (10/16/09)  298.06   (m)          977.9    (f) LEVELING    3  
 DL7261
 DL7261.Superseded values are not recommended for survey control.
 DL7261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7261.See file dsdata.txt to determine how the superseded data were derived.
 DL7261
 DL7261_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6970953797(NAD 83)
 DL7261
 DL7261_MARKER: I = METAL ROD
 DL7261_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7261_STAMPING: 3002 L 2008
 DL7261_MARK LOGO: MNDT  
 DL7261_PROJECTION: RECESSED 5 CENTIMETERS
 DL7261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7261+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7261_ROD/PIPE-DEPTH: 15.2 meters
 DL7261
 DL7261  HISTORY     - Date     Condition        Report By
 DL7261  HISTORY     - 2008     MONUMENTED       MNDT
 DL7261
 DL7261                          STATION DESCRIPTION
 DL7261
 DL7261'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7261'1.5 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY
 DL7261'47 AND COUNTY ROAD 3 IN DALBO, AT TRUNK HIGHWAY 47 MILEPOINT 53.15,
 DL7261'67.2 FEET EAST OF TRUNK HIGHWAY 47, 85.6 FEET SOUTH OF COUNTY ROAD 6
 DL7261'(TO EAST), 1.7 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7262 ***********************************************************************
 DL7262  DESIGNATION -  3002 M
 DL7262  PID         -  DL7262
 DL7262  STATE/COUNTY-  MN/ISANTI
 DL7262  COUNTRY     -  US
 DL7262  USGS QUAD   -  DALBO (1961)
 DL7262
 DL7262                         *CURRENT SURVEY CONTROL
 DL7262  ______________________________________________________________________
 DL7262* NAD 83(2007) POSITION- 45 39 30.46146(N) 093 23 36.24910(W)   ADJUSTED  
 DL7262* NAD 83(2007) ELLIP HT-   267.599 (meters)        (10/16/09)   ADJUSTED
 DL7262* NAD 83(2007) EPOCH   -  2002.00
 DL7262* NAVD 88 ORTHO HEIGHT -   295.646  (meters)     969.97  (feet) ADJUSTED  
 DL7262  ______________________________________________________________________
 DL7262  NAD 83(2007) X  -   -264,333.260 (meters)                     COMP
 DL7262  NAD 83(2007) Y  - -4,457,905.471 (meters)                     COMP
 DL7262  NAD 83(2007) Z  -  4,538,987.549 (meters)                     COMP
 DL7262  LAPLACE CORR    -         -5.13  (seconds)                    DEFLEC09
 DL7262  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DL7262  DYNAMIC HEIGHT  -        295.637 (meters)      969.94  (feet) COMP
 DL7262  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 DL7262
 DL7262  HORZ ORDER      -  FIRST
 DL7262  VERT ORDER      -  SECOND    CLASS I
 DL7262  ELLP ORDER      -  THIRD     CLASS I
 DL7262
 DL7262.The horizontal coordinates were established by GPS observations
 DL7262.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7262
 DL7262.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7262.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7262
 DL7262.The horizontal coordinates are valid at the epoch date displayed above
 DL7262.which is a decimal equivalence of Year/Month/Day.
 DL7262
 DL7262.The orthometric height was determined by differential leveling and
 DL7262.adjusted in February 2011.
 DL7262
 DL7262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7262
 DL7262.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7262
 DL7262.The ellipsoidal height was determined by GPS observations
 DL7262.and is referenced to NAD 83.
 DL7262
 DL7262.The dynamic height is computed by dividing the NAVD 88
 DL7262.geopotential number by the normal gravity value computed on the
 DL7262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7262.degrees latitude (g = 980.6199 gals.).
 DL7262
 DL7262.The modeled gravity was interpolated from observed gravity values.
 DL7262
 DL7262. The following values were computed from the NAD 83(2007) position.
 DL7262
 DL7262;                    North         East     Units Scale Factor Converg.
 DL7262;SPC MN C     -   173,547.100   866,760.053   MT  0.99999121   +0 37 10.7
 DL7262;SPC MN C     -   569,379.11  2,843,695.27   sFT  0.99999121   +0 37 10.7
 DL7262;UTM  15      - 5,056,176.616   469,351.058   MT  0.99961155   -0 16 52.9
 DL7262
 DL7262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7262!SPC MN C     -   0.99995805  x   0.99999121  =   0.99994926
 DL7262!UTM  15      -   0.99995805  x   0.99961155  =   0.99956962
 DL7262
 DL7262:                Primary Azimuth Mark                     Grid Az
 DL7262:SPC MN C     -  3002 E RESET                             151 46 02.9
 DL7262:UTM  15      -  3002 E RESET                             152 40 06.5
 DL7262
 DL7262|---------------------------------------------------------------------|
 DL7262| PID    Reference Object                     Distance      Geod. Az  |
 DL7262|                                                           dddmmss.s |
 DL7262| DL7223 3002 E RESET                        APPROX. 0.9 KM 1522313.6 |
 DL7262|---------------------------------------------------------------------|
 DL7262
 DL7262                          SUPERSEDED SURVEY CONTROL
 DL7262
 DL7262  NAVD 88 (10/16/09)  295.65   (m)          970.0    (f) LEVELING    3  
 DL7262
 DL7262.Superseded values are not recommended for survey control.
 DL7262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7262.See file dsdata.txt to determine how the superseded data were derived.
 DL7262
 DL7262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6935156176(NAD 83)
 DL7262
 DL7262_MARKER: I = METAL ROD
 DL7262_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7262_STAMPING: 3002 M 2008
 DL7262_MARK LOGO: MNDT  
 DL7262_PROJECTION: RECESSED 3 CENTIMETERS
 DL7262_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL7262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7262+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DL7262_ROD/PIPE-DEPTH: 21.3 meters
 DL7262
 DL7262  HISTORY     - Date     Condition        Report By
 DL7262  HISTORY     - 20081126 MONUMENTED       MNDT
 DL7262  HISTORY     - 20100414 GOOD             MNDT
 DL7262
 DL7262                          STATION DESCRIPTION
 DL7262
 DL7262'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7262'0.5 MILE EAST OF DALBO, 0.1 MILE WEST ALONG TRUNK HIGHWAY 47 FROM
 DL7262'JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3, AT TRUNK HIGHWAY 47
 DL7262'MILEPOINT 54.8, 44.7 FEET NORTH OF TRUNK HIGHWAY 47, 30 FEET EAST OF
 DL7262'ENTRANCE, 3.2 FEET WEST OF WITNESS POST.
 DL7262
 DL7262                          STATION RECOVERY (2010)
 DL7262
 DL7262'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DL7262'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL7262'THE MARK IS 0.5 MILE EAST OF DALBO, 0.1 MILE WEST ALONG TRUNK HIGHWAY
 DL7262'47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 3 IN DALBO, AT
 DL7262'TRUNK HIGHWAY 47 MILEPOINT 54.8, 44.7 FEET NORTH OF TRUNK HIGHWAY 47,
 DL7262'30.0 FEET EAST OF ENTRANCE, 3.2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7263 ***********************************************************************
 DL7263  DESIGNATION -  3002 N
 DL7263  PID         -  DL7263
 DL7263  STATE/COUNTY-  MN/ISANTI
 DL7263  COUNTRY     -  US
 DL7263  USGS QUAD   -  DALBO (1961)
 DL7263
 DL7263                         *CURRENT SURVEY CONTROL
 DL7263  ______________________________________________________________________
 DL7263* NAD 83(2007) POSITION- 45 39 33.12915(N) 093 24 25.07119(W)   ADJUSTED  
 DL7263* NAD 83(2007) ELLIP HT-   269.958 (meters)        (10/16/09)   ADJUSTED
 DL7263* NAD 83(2007) EPOCH   -  2002.00
 DL7263* NAVD 88 ORTHO HEIGHT -   297.975  (meters)     977.61  (feet) ADJUSTED  
 DL7263  ______________________________________________________________________
 DL7263  NAD 83(2007) X  -   -265,385.020 (meters)                     COMP
 DL7263  NAD 83(2007) Y  - -4,457,785.623 (meters)                     COMP
 DL7263  NAD 83(2007) Z  -  4,539,046.803 (meters)                     COMP
 DL7263  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC09
 DL7263  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DL7263  DYNAMIC HEIGHT  -        297.966 (meters)      977.58  (feet) COMP
 DL7263  MODELED GRAVITY -    980,578.1   (mgal)                       NAVD 88
 DL7263
 DL7263  HORZ ORDER      -  FIRST
 DL7263  VERT ORDER      -  SECOND    CLASS I
 DL7263  ELLP ORDER      -  THIRD     CLASS I
 DL7263
 DL7263.The horizontal coordinates were established by GPS observations
 DL7263.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7263
 DL7263.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7263.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7263
 DL7263.The horizontal coordinates are valid at the epoch date displayed above
 DL7263.which is a decimal equivalence of Year/Month/Day.
 DL7263
 DL7263.The orthometric height was determined by differential leveling and
 DL7263.adjusted in February 2011.
 DL7263
 DL7263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7263
 DL7263.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7263
 DL7263.The ellipsoidal height was determined by GPS observations
 DL7263.and is referenced to NAD 83.
 DL7263
 DL7263.The dynamic height is computed by dividing the NAVD 88
 DL7263.geopotential number by the normal gravity value computed on the
 DL7263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7263.degrees latitude (g = 980.6199 gals.).
 DL7263
 DL7263.The modeled gravity was interpolated from observed gravity values.
 DL7263
 DL7263. The following values were computed from the NAD 83(2007) position.
 DL7263
 DL7263;                    North         East     Units Scale Factor Converg.
 DL7263;SPC MN C     -   173,618.115   865,702.269   MT  0.99999105   +0 36 35.4
 DL7263;SPC MN C     -   569,612.10  2,840,224.86   sFT  0.99999105   +0 36 35.4
 DL7263;UTM  15      - 5,056,264.222   468,294.921   MT  0.99961236   -0 17 27.8
 DL7263
 DL7263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7263!SPC MN C     -   0.99995768  x   0.99999105  =   0.99994873
 DL7263!UTM  15      -   0.99995768  x   0.99961236  =   0.99957006
 DL7263
 DL7263:                Primary Azimuth Mark                     Grid Az
 DL7263:SPC MN C     -  3002 M                                   093 50 27.2
 DL7263:UTM  15      -  3002 M                                   094 44 30.4
 DL7263
 DL7263|---------------------------------------------------------------------|
 DL7263| PID    Reference Object                     Distance      Geod. Az  |
 DL7263|                                                           dddmmss.s |
 DL7263| DL7262 3002 M                              APPROX. 1.1 KM 0942702.6 |
 DL7263| DL7264 3002 P                              APPROX. 1.6 KM 3530445.8 |
 DL7263|---------------------------------------------------------------------|
 DL7263
 DL7263                          SUPERSEDED SURVEY CONTROL
 DL7263
 DL7263  NAVD 88 (10/16/09)  297.98   (m)          977.6    (f) LEVELING    3  
 DL7263
 DL7263.Superseded values are not recommended for survey control.
 DL7263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7263.See file dsdata.txt to determine how the superseded data were derived.
 DL7263
 DL7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6829456264(NAD 83)
 DL7263
 DL7263_MARKER: I = METAL ROD
 DL7263_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7263_STAMPING: 3002 N 2008
 DL7263_MARK LOGO: MNDT  
 DL7263_PROJECTION: RECESSED 3 CENTIMETERS
 DL7263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7263+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7263_ROD/PIPE-DEPTH: 15.2 meters
 DL7263
 DL7263  HISTORY     - Date     Condition        Report By
 DL7263  HISTORY     - 2008     MONUMENTED       MNDT
 DL7263
 DL7263                          STATION DESCRIPTION
 DL7263
 DL7263'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7263'0.5 MILE WEST OF DALBO, 0.02 MILE EAST OF JUNCTION OF TRUNK HIGHWAY
 DL7263'47, COUNTY ROAD 57 AND COUNTY ROAD 13, AT TRUNK HIGHWAY 47 MILEPOINT
 DL7263'55.8, 153.8 FEET SOUTH OF TRUNK HIGHWAY 47, 102 FEET EAST OF COUNTY
 DL7263'ROAD 57, 57.6 FEET NORTH OF POWER POLE NUMBER 09357, 1.7 FEET
 DL7263'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7264 ***********************************************************************
 DL7264  DESIGNATION -  3002 P
 DL7264  PID         -  DL7264
 DL7264  STATE/COUNTY-  MN/ISANTI
 DL7264  COUNTRY     -  US
 DL7264  USGS QUAD   -  DALBO (1961)
 DL7264
 DL7264                         *CURRENT SURVEY CONTROL
 DL7264  ______________________________________________________________________
 DL7264* NAD 83(2007) POSITION- 45 40 24.63452(N) 093 24 33.98878(W)   ADJUSTED  
 DL7264* NAD 83(2007) ELLIP HT-   269.972 (meters)        (10/16/09)   ADJUSTED
 DL7264* NAD 83(2007) EPOCH   -  2002.00
 DL7264* NAVD 88 ORTHO HEIGHT -   297.956  (meters)     977.54  (feet) ADJUSTED  
 DL7264  ______________________________________________________________________
 DL7264  NAD 83(2007) X  -   -265,510.101 (meters)                     COMP
 DL7264  NAD 83(2007) Y  - -4,456,638.711 (meters)                     COMP
 DL7264  NAD 83(2007) Z  -  4,540,158.116 (meters)                     COMP
 DL7264  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC09
 DL7264  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DL7264  DYNAMIC HEIGHT  -        297.947 (meters)      977.51  (feet) COMP
 DL7264  MODELED GRAVITY -    980,580.2   (mgal)                       NAVD 88
 DL7264
 DL7264  HORZ ORDER      -  FIRST
 DL7264  VERT ORDER      -  SECOND    CLASS I
 DL7264  ELLP ORDER      -  THIRD     CLASS I
 DL7264
 DL7264.The horizontal coordinates were established by GPS observations
 DL7264.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7264
 DL7264.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7264.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7264
 DL7264.The horizontal coordinates are valid at the epoch date displayed above
 DL7264.which is a decimal equivalence of Year/Month/Day.
 DL7264
 DL7264.The orthometric height was determined by differential leveling and
 DL7264.adjusted in February 2011.
 DL7264
 DL7264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7264
 DL7264.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7264
 DL7264.The ellipsoidal height was determined by GPS observations
 DL7264.and is referenced to NAD 83.
 DL7264
 DL7264.The dynamic height is computed by dividing the NAVD 88
 DL7264.geopotential number by the normal gravity value computed on the
 DL7264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7264.degrees latitude (g = 980.6199 gals.).
 DL7264
 DL7264.The modeled gravity was interpolated from observed gravity values.
 DL7264
 DL7264. The following values were computed from the NAD 83(2007) position.
 DL7264
 DL7264;                    North         East     Units Scale Factor Converg.
 DL7264;SPC MN C     -   175,206.111   865,492.347   MT  0.99998817   +0 36 29.0
 DL7264;SPC MN C     -   574,822.05  2,839,536.14   sFT  0.99998817   +0 36 29.0
 DL7264;UTM  15      - 5,057,854.722   468,110.064   MT  0.99961250   -0 17 34.5
 DL7264
 DL7264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7264!SPC MN C     -   0.99995768  x   0.99998817  =   0.99994585
 DL7264!UTM  15      -   0.99995768  x   0.99961250  =   0.99957019
 DL7264
 DL7264:                Primary Azimuth Mark                     Grid Az
 DL7264:SPC MN C     -  3002 N                                   172 28 10.4
 DL7264:UTM  15      -  3002 N                                   173 22 13.9
 DL7264
 DL7264|---------------------------------------------------------------------|
 DL7264| PID    Reference Object                     Distance      Geod. Az  |
 DL7264|                                                           dddmmss.s |
 DL7264| DL7263 3002 N                              APPROX. 1.6 KM 1730439.4 |
 DL7264|---------------------------------------------------------------------|
 DL7264
 DL7264                          SUPERSEDED SURVEY CONTROL
 DL7264
 DL7264  NAVD 88 (10/16/09)  297.96   (m)          977.6    (f) LEVELING    3  
 DL7264
 DL7264.Superseded values are not recommended for survey control.
 DL7264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7264.See file dsdata.txt to determine how the superseded data were derived.
 DL7264
 DL7264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6811057854(NAD 83)
 DL7264
 DL7264_MARKER: I = METAL ROD
 DL7264_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7264_STAMPING: 3002 P 2008
 DL7264_MARK LOGO: MNDT  
 DL7264_PROJECTION: FLUSH
 DL7264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7264+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7264_ROD/PIPE-DEPTH: 12.2 meters
 DL7264
 DL7264  HISTORY     - Date     Condition        Report By
 DL7264  HISTORY     - 2008     MONUMENTED       MNDT
 DL7264
 DL7264                          STATION DESCRIPTION
 DL7264
 DL7264'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7264'1.25 MILE NORTHWEST OF DALBO, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 47
 DL7264'FROM JUNCTION OF TRUNK HIGHWAY 47 AND COUNTY ROAD 57/13, AT TRUNK
 DL7264'HIGHWAY 47 MILEPOINT 56.6, 58.8 FEET EAST OF TRUNK HIGHWAY 47, 47.7
 DL7264'FEET NORTH OF ENTRANCE, 1.2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7265 ***********************************************************************
 DL7265  DESIGNATION -  3002 Q
 DL7265  PID         -  DL7265
 DL7265  STATE/COUNTY-  MN/ISANTI
 DL7265  COUNTRY     -  US
 DL7265  USGS QUAD   -  DALBO (1961)
 DL7265
 DL7265                         *CURRENT SURVEY CONTROL
 DL7265  ______________________________________________________________________
 DL7265* NAD 83(2007) POSITION- 45 41 01.98490(N) 093 24 33.90474(W)   ADJUSTED  
 DL7265* NAD 83(2007) ELLIP HT-   277.213 (meters)        (10/16/09)   ADJUSTED
 DL7265* NAD 83(2007) EPOCH   -  2002.00
 DL7265* NAVD 88 ORTHO HEIGHT -   305.179  (meters)    1001.24  (feet) ADJUSTED  
 DL7265  ______________________________________________________________________
 DL7265  NAD 83(2007) X  -   -265,459.521 (meters)                     COMP
 DL7265  NAD 83(2007) Y  - -4,455,820.298 (meters)                     COMP
 DL7265  NAD 83(2007) Z  -  4,540,969.009 (meters)                     COMP
 DL7265  LAPLACE CORR    -         -5.29  (seconds)                    DEFLEC09
 DL7265  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DL7265  DYNAMIC HEIGHT  -        305.171 (meters)     1001.22  (feet) COMP
 DL7265  MODELED GRAVITY -    980,581.5   (mgal)                       NAVD 88
 DL7265
 DL7265  HORZ ORDER      -  FIRST
 DL7265  VERT ORDER      -  SECOND    CLASS I
 DL7265  ELLP ORDER      -  THIRD     CLASS I
 DL7265
 DL7265.The horizontal coordinates were established by GPS observations
 DL7265.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7265
 DL7265.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7265.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7265
 DL7265.The horizontal coordinates are valid at the epoch date displayed above
 DL7265.which is a decimal equivalence of Year/Month/Day.
 DL7265
 DL7265.The orthometric height was determined by differential leveling and
 DL7265.adjusted in February 2011.
 DL7265
 DL7265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7265
 DL7265.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7265
 DL7265.The ellipsoidal height was determined by GPS observations
 DL7265.and is referenced to NAD 83.
 DL7265
 DL7265.The dynamic height is computed by dividing the NAVD 88
 DL7265.geopotential number by the normal gravity value computed on the
 DL7265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7265.degrees latitude (g = 980.6199 gals.).
 DL7265
 DL7265.The modeled gravity was interpolated from observed gravity values.
 DL7265
 DL7265. The following values were computed from the NAD 83(2007) position.
 DL7265
 DL7265;                    North         East     Units Scale Factor Converg.
 DL7265;SPC MN C     -   176,359.192   865,481.928   MT  0.99998611   +0 36 29.0
 DL7265;SPC MN C     -   578,605.12  2,839,501.96   sFT  0.99998611   +0 36 29.0
 DL7265;UTM  15      - 5,059,007.392   468,117.775   MT  0.99961250   -0 17 34.6
 DL7265
 DL7265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7265!SPC MN C     -   0.99995654  x   0.99998611  =   0.99994265
 DL7265!UTM  15      -   0.99995654  x   0.99961250  =   0.99956906
 DL7265
 DL7265:                Primary Azimuth Mark                     Grid Az
 DL7265:SPC MN C     -  3002 P                                   179 28 56.4
 DL7265:UTM  15      -  3002 P                                   180 23 00.0
 DL7265
 DL7265|---------------------------------------------------------------------|
 DL7265| PID    Reference Object                     Distance      Geod. Az  |
 DL7265|                                                           dddmmss.s |
 DL7265| DL7264 3002 P                              APPROX. 1.2 KM 1800525.4 |
 DL7265| DL7224 3002 J RESET                        APPROX. 1.3 KM 3570123.1 |
 DL7265|---------------------------------------------------------------------|
 DL7265
 DL7265                          SUPERSEDED SURVEY CONTROL
 DL7265
 DL7265  NAVD 88 (10/16/09)  305.18   (m)         1001.2    (f) LEVELING    3  
 DL7265
 DL7265.Superseded values are not recommended for survey control.
 DL7265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7265.See file dsdata.txt to determine how the superseded data were derived.
 DL7265
 DL7265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6811759007(NAD 83)
 DL7265
 DL7265_MARKER: I = METAL ROD
 DL7265_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7265_STAMPING: 3002 Q 2008
 DL7265_MARK LOGO: MNDT  
 DL7265_PROJECTION: FLUSH
 DL7265_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7265+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7265_ROD/PIPE-DEPTH: 16.8 meters
 DL7265
 DL7265  HISTORY     - Date     Condition        Report By
 DL7265  HISTORY     - 2008     MONUMENTED       MNDT
 DL7265
 DL7265                          STATION DESCRIPTION
 DL7265
 DL7265'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7265'2.0 MILES NORTHWEST OF DALBO, 1.75 MILES NORTH ALONG TRUNK HIGHWAY 47
 DL7265'FROM JUNCTION OF TRUNK HIGHWAY 47, COUNTY ROAD 13 AND COUNTY ROAD 57,
 DL7265'AT TRUNK HIGHWAY 47 MILEPOINT 57.3, 55.3 FEET EAST OF TRUNK HIGHWAY
 DL7265'47, 26 FEET NORTH OF FARM ENTRANCE, 19.4 FEET SOUTH OF POWER POLE, 1.9
 DL7265'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1213 ***********************************************************************
 QO1213  DESIGNATION -  3003 A
 QO1213  PID         -  QO1213
 QO1213  STATE/COUNTY-  MN/ISANTI
 QO1213  COUNTRY     -  US
 QO1213  USGS QUAD   -  ISANTI (1974)
 QO1213
 QO1213                         *CURRENT SURVEY CONTROL
 QO1213  ______________________________________________________________________
 QO1213* NAD 83(1986) POSITION- 45 25 28.85   (N) 093 14 09.58   (W)   HD_HELD1  
 QO1213* NAVD 88 ORTHO HEIGHT -   284.225  (meters)     932.49  (feet) ADJUSTED  
 QO1213  ______________________________________________________________________
 QO1213  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 QO1213  DYNAMIC HEIGHT  -        284.204 (meters)      932.43  (feet) COMP
 QO1213  MODELED GRAVITY -    980,536.9   (mgal)                       NAVD 88
 QO1213
 QO1213  VERT ORDER      -  SECOND    CLASS I
 QO1213
 QO1213.The horizontal coordinates were established by differentially corrected
 QO1213.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1213.
 QO1213.The orthometric height was determined by differential leveling and
 QO1213.adjusted in June 1991.
 QO1213
 QO1213.Photographs are available for this station.
 QO1213
 QO1213.The dynamic height is computed by dividing the NAVD 88
 QO1213.geopotential number by the normal gravity value computed on the
 QO1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1213.degrees latitude (g = 980.6199 gals.).
 QO1213
 QO1213.The modeled gravity was interpolated from observed gravity values.
 QO1213
 QO1213;                    North         East    Units  Estimated Accuracy
 QO1213;SPC MN C     -   147,710.7     879,359.9     MT  (+/- 3 meters HH1 GPS) 
 QO1213
 QO1213                          SUPERSEDED SURVEY CONTROL
 QO1213
 QO1213.No superseded survey control is available for this station.
 QO1213
 QO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8153730155(NAD 83)
 QO1213
 QO1213_MARKER: DV = VERTICAL CONTROL DISK
 QO1213_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1213_SP_SET: COPPER-CLAD STEEL ROD
 QO1213_STAMPING: 3003 A 1977
 QO1213_MARK LOGO: MNDT  
 QO1213_PROJECTION: FLUSH
 QO1213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1213+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 QO1213_ROD/PIPE-DEPTH: 7.32 meters
 QO1213
 QO1213  HISTORY     - Date     Condition        Report By
 QO1213  HISTORY     - 1977     MONUMENTED       MNDT
 QO1213  HISTORY     - 20080625 GOOD             MNDT
 QO1213  HISTORY     - 20120410 GOOD
 QO1213
 QO1213                          STATION DESCRIPTION
 QO1213
 QO1213'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1213'4.8 MI SOUTH FROM ISANTI.
 QO1213'THE MARK IS LOCATED 4.8 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1213'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI AND 0.7 MILES
 QO1213'NORTH OF ISANTI ANOKA COUNTY LINE, NEAR THE SOUTHEAST CORNER OF A
 QO1213'WOODED AREA. IT IS 94.2 FT. WEST OF AND 3 FT. LOWER THAN THE CENTER OF
 QO1213'SOUTHBOUND TRUNK HIGHWAY 65 AT MILEPOINT 31.15, 59.2 FT. NORTH OF
 QO1213'POWER POLE 029230, 25.1 FT. EAST OF A 10 INCH OAK TREE AND 20.7 FT.
 QO1213'NORTH OF A STEEL RIGHT OF WAY POST. IT IS 0.7 FT. EAST OF A STEEL
 QO1213'WITNESS POST.
 QO1213
 QO1213                          STATION RECOVERY (2008)
 QO1213
 QO1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1213'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF
 QO1213'CEDAR, 6.5 MI (10.5 KM) EAST-NORTHEAST OF SAINT FRANCIS AND 4.6 MI
 QO1213'(7.4 KM) SOUTH OF ISANTI.
 QO1213' 
 QO1213'TO REACH TO THE MARK GO 4.8 MI (7.7 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO1213'HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI, 0.7 MI (1.1 KM) NORTH OF
 QO1213'COUNTY LINE, AT TRUNK HIGHWAY 65 MILE POINT 31.15, 94.2 FT (28.7 M)
 QO1213'WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 59.2 FT (18.0 M) NORTH OF POWER
 QO1213'POLE 029230, 25.1 FT (7.7 M) EAST OF 10 INCH (25 CM) OAK TREE, 20.7 FT
 QO1213'(6.3 M) NORTH OF RIGHT OF WAY POST, 0.7 FT (0.2 M) EAST OF A WITNESS
 QO1213'POST.
 QO1213
 QO1213                          STATION RECOVERY (2012)
 QO1213
 QO1213'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 QO1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1218 ***********************************************************************
 QO1218  DESIGNATION -  3003 B
 QO1218  PID         -  QO1218
 QO1218  STATE/COUNTY-  MN/ISANTI
 QO1218  COUNTRY     -  US
 QO1218  USGS QUAD   -  ISANTI (1974)
 QO1218
 QO1218                         *CURRENT SURVEY CONTROL
 QO1218  ______________________________________________________________________
 QO1218* NAD 83(1986) POSITION- 45 27 26.07   (N) 093 14 08.64   (W)   HD_HELD1  
 QO1218* NAVD 88 ORTHO HEIGHT -   282.586  (meters)     927.12  (feet) ADJUSTED  
 QO1218  ______________________________________________________________________
 QO1218  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 QO1218  DYNAMIC HEIGHT  -        282.566 (meters)      927.05  (feet) COMP
 QO1218  MODELED GRAVITY -    980,540.3   (mgal)                       NAVD 88
 QO1218
 QO1218  VERT ORDER      -  SECOND    CLASS I
 QO1218
 QO1218.The horizontal coordinates were established by differentially corrected
 QO1218.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1218.
 QO1218.The orthometric height was determined by differential leveling and
 QO1218.adjusted in June 1991.
 QO1218
 QO1218.Photographs are available for this station.
 QO1218
 QO1218.The dynamic height is computed by dividing the NAVD 88
 QO1218.geopotential number by the normal gravity value computed on the
 QO1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1218.degrees latitude (g = 980.6199 gals.).
 QO1218
 QO1218.The modeled gravity was interpolated from observed gravity values.
 QO1218
 QO1218;                    North         East    Units  Estimated Accuracy
 QO1218;SPC MN C     -   151,329.6     879,334.0     MT  (+/- 3 meters HH1 GPS) 
 QO1218
 QO1218                          SUPERSEDED SURVEY CONTROL
 QO1218
 QO1218.No superseded survey control is available for this station.
 QO1218
 QO1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8156833773(NAD 83)
 QO1218
 QO1218_MARKER: DV = VERTICAL CONTROL DISK
 QO1218_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO1218_SP_SET: CULVERT
 QO1218_STAMPING: 3003 B 1977
 QO1218_MARK LOGO: MNDT  
 QO1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1218+STABILITY: SURFACE MOTION
 QO1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1218+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 QO1218
 QO1218  HISTORY     - Date     Condition        Report By
 QO1218  HISTORY     - 1977     MONUMENTED       MNDT
 QO1218  HISTORY     - 20080625 GOOD             MNDT
 QO1218
 QO1218                          STATION DESCRIPTION
 QO1218
 QO1218'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1218'2.5 MI SOUTH FROM ISANTI.
 QO1218'THE MARK IS LOCATED 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1218'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI AND 3 MILES
 QO1218'NORTH OF THE ISANTI ANOKA COUNTY LINE. IT IS 72.9 FT. SOUTHEAST OF
 QO1218'POWER POLE 029289, 51.8 FT. WEST OF AND 5 FT. LOWER THAN THE CENTER
 QO1218'OF SOUTHBOUND TRUNK HIGHWAY 65 AT MILEPOINT 33.45 AND 29 FT. SOUTH OF
 QO1218'THE EXTENDED CENTER OF COUNTY ROAD 9 EAST. IT IS CEMENTED IN THE
 QO1218'NORTHEAST END OF THE NORTHWEST HEADWALL AROUND A 36 INCH CONCRETE
 QO1218'CULVERT UNDER TRUNK HIGHWAY 65. IT IS 4.5 FT. NORTHEAST OF THE CENTER
 QO1218'OF THE CULVERT AND 1 FT. HIGHER THAN THE NORTHEAST WINGWALL OF A FISH
 QO1218'CONTROL GATE.
 QO1218
 QO1218                          STATION RECOVERY (2008)
 QO1218
 QO1218'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1218'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF BRADFORD,
 QO1218'7.7 MI (12.4 KM) NORTHEAST OF SAINT FRANCIS AND 2.4 MI (3.9 KM)
 QO1218'SOUTH-SOUTHEAST OF ISANTI.
 QO1218' 
 QO1218'TO REACH TO THE MARK GO 2.5 MI (4.0 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO1218'HIGHWAY 65 AND COUNTY ROAD 5 AT ISANTI, AT TRUNK HIGHWAY 65 MILE POINT
 QO1218'33.45, 51.8 FT (15.8 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 72.9 FT
 QO1218'(22.2 M) SOUTHEAST OF POWER POLE 029289, 29 FT (8.8 M) SOUTH OF
 QO1218'EXTENDED COUNTY ROAD 9 EAST, IN NORTHEAST END OF NORTHWEST HEADWALL OF
 QO1218'TRUNK HIGHWAY 65 CULVERT, 4.5 FT (1.4 M) NORTHEAST OF CENTER OF
 QO1218'CULVERT, 1 FT (0.3 M) WEST CAUTION POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1226 ***********************************************************************
 QO1226  DESIGNATION -  3003 C
 QO1226  PID         -  QO1226
 QO1226  STATE/COUNTY-  MN/ISANTI
 QO1226  COUNTRY     -  US
 QO1226  USGS QUAD   -  CAMBRIDGE (1983)
 QO1226
 QO1226                         *CURRENT SURVEY CONTROL
 QO1226  ______________________________________________________________________
 QO1226* NAD 83(1986) POSITION- 45 30 31.     (N) 093 14 05.     (W)   SCALED    
 QO1226* NAVD 88 ORTHO HEIGHT -   286.960  (meters)     941.47  (feet) ADJUSTED  
 QO1226  ______________________________________________________________________
 QO1226  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 QO1226  DYNAMIC HEIGHT  -        286.942 (meters)      941.41  (feet) COMP
 QO1226  MODELED GRAVITY -    980,547.6   (mgal)                       NAVD 88
 QO1226
 QO1226  VERT ORDER      -  SECOND    CLASS I
 QO1226
 QO1226.The horizontal coordinates were scaled from a topographic map and have
 QO1226.an estimated accuracy of +/- 6 seconds.
 QO1226.
 QO1226.The orthometric height was determined by differential leveling and
 QO1226.adjusted in June 1991.
 QO1226
 QO1226.The dynamic height is computed by dividing the NAVD 88
 QO1226.geopotential number by the normal gravity value computed on the
 QO1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1226.degrees latitude (g = 980.6199 gals.).
 QO1226
 QO1226.The modeled gravity was interpolated from observed gravity values.
 QO1226
 QO1226;                    North         East    Units  Estimated Accuracy
 QO1226;SPC MN C     -   157,040.      879,340.      MT  (+/- 180 meters Scaled)
 QO1226
 QO1226                          SUPERSEDED SURVEY CONTROL
 QO1226
 QO1226.No superseded survey control is available for this station.
 QO1226
 QO1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL816394(NAD 83)
 QO1226
 QO1226_MARKER: DD = SURVEY DISK
 QO1226_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1226_SP_SET: COPPER-CLAD STEEL ROD
 QO1226_STAMPING: 3003 C 1977
 QO1226_MARK LOGO: MNDT  
 QO1226_PROJECTION: FLUSH
 QO1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1226_ROD/PIPE-DEPTH: 14.6 meters
 QO1226
 QO1226  HISTORY     - Date     Condition        Report By
 QO1226  HISTORY     - 1977     MONUMENTED       MNDT
 QO1226  HISTORY     - 20061104 MARK NOT FOUND   USPSQD
 QO1226  HISTORY     - 20080625 MARK NOT FOUND   MNDT
 QO1226
 QO1226                          STATION DESCRIPTION
 QO1226
 QO1226'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1226'1.15 MI NORTH FROM ISANTI.
 QO1226'THE MARK IS LOCATED 1.15 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1226'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 5 IN ISANTI. IT IS ALSO
 QO1226'4.6 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO1226'HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE. IT IS NEAR THE
 QO1226'NORTHWEST CORNER OF A WOODED AREA, 113.7 FT. SOUTH SOUTHEAST OF TRUNK
 QO1226'HIGHWAY 65 MILEPOST 37, 71.3 FT. EAST OF, AND 8 FT. LOWER THAN THE
 QO1226'CENTER OF NORTHBOUND TRUNK HIGHWAY 65 AND 13.2 FT. NORTH NORTHWEST OF
 QO1226'A TWIN 30 INCH OAK TREE. IT IS 1.8 FT. WEST OF A STEEL WITNESS POST.
 QO1226
 QO1226                          STATION RECOVERY (2006)
 QO1226
 QO1226'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO1226'HIGHWAY 65 RECONSTRUCTED TO BYPASS CAMBRIDGE (ESTIMATE LATE 1980S).
 QO1226'AT LATITUDE AND LONGITUDE GIVEN FOR THE CURRENT SURVEY CONTROL HIGHWAY
 QO1226'65 IS SHIFTED SLIGHTLY.
 QO1226'DISTANCE REPORTED IN 1977 RECOVERY FROM MILEPOST 37 NO LONGER APPEARS
 QO1226'TO BE ACCURATE.
 QO1226'WOODED AREA REPORTED IN 1977 RECOVERY REMAINS ONLY PARTIALLY IN A
 QO1226'BURNED-OUT STATE.  REFERENCES TO 30 INCH OAK TREE APPEAR TO BE
 QO1226'INVALID.
 QO1226'THERE IS NO WITNESS POST IN THE VACINITY OF LATITUDE AND LONGITUDE
 QO1226'GIVEN FOR THE CURRENT SURVEY CONTROL.
 QO1226
 QO1226                          STATION RECOVERY (2008)
 QO1226
 QO1226'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1226'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1228 ***********************************************************************
 QO1228  DESIGNATION -  3003 D
 QO1228  PID         -  QO1228
 QO1228  STATE/COUNTY-  MN/ISANTI
 QO1228  COUNTRY     -  US
 QO1228  USGS QUAD   -  CAMBRIDGE (1983)
 QO1228
 QO1228                         *CURRENT SURVEY CONTROL
 QO1228  ______________________________________________________________________
 QO1228* NAD 83(1986) POSITION- 45 31 18.95   (N) 093 13 19.32   (W)   HD_HELD1  
 QO1228* NAVD 88 ORTHO HEIGHT -   292.657  (meters)     960.16  (feet) ADJUSTED  
 QO1228  ______________________________________________________________________
 QO1228  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 QO1228  DYNAMIC HEIGHT  -        292.639 (meters)      960.10  (feet) COMP
 QO1228  MODELED GRAVITY -    980,548.5   (mgal)                       NAVD 88
 QO1228
 QO1228  VERT ORDER      -  SECOND    CLASS I
 QO1228
 QO1228.The horizontal coordinates were established by differentially corrected
 QO1228.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1228.
 QO1228.The orthometric height was determined by differential leveling and
 QO1228.adjusted in June 1991.
 QO1228
 QO1228.Photographs are available for this station.
 QO1228
 QO1228.The dynamic height is computed by dividing the NAVD 88
 QO1228.geopotential number by the normal gravity value computed on the
 QO1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1228.degrees latitude (g = 980.6199 gals.).
 QO1228
 QO1228.The modeled gravity was interpolated from observed gravity values.
 QO1228
 QO1228;                    North         East    Units  Estimated Accuracy
 QO1228;SPC MN C     -   158,532.7     880,312.2     MT  (+/- 3 meters HH1 GPS) 
 QO1228
 QO1228                          SUPERSEDED SURVEY CONTROL
 QO1228
 QO1228.No superseded survey control is available for this station.
 QO1228
 QO1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8265940956(NAD 83)
 QO1228
 QO1228_MARKER: DV = VERTICAL CONTROL DISK
 QO1228_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1228_SP_SET: COPPER-CLAD STEEL ROD
 QO1228_STAMPING: 3003 D 1977
 QO1228_MARK LOGO: MNDT  
 QO1228_PROJECTION: FLUSH
 QO1228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1228+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2006
 QO1228_ROD/PIPE-DEPTH: 17.1 meters
 QO1228
 QO1228  HISTORY     - Date     Condition        Report By
 QO1228  HISTORY     - 1977     MONUMENTED       MNDT
 QO1228  HISTORY     - 20060625 GOOD             MNDT
 QO1228  HISTORY     - 20061104 GOOD             USPSQD
 QO1228
 QO1228                          STATION DESCRIPTION
 QO1228
 QO1228'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1228'3.55 MI SOUTH FROM CAMBRIDGE.
 QO1228'THE MARK IS LOCATED 3.75 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1228'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, THENCE
 QO1228'0.7 MILES EAST ALONG COUNTY ROAD 19. IT IS 123.0 FT. WEST OF NORTHERN
 QO1228'NATURAL GAS PIPELINE
 QO1228'TELEPHONE POLE. 31.8 FT. SOUTH OF AND LEVEL WITH THE CENTER OF COUNTY
 QO1228'ROAD 19 AND 1.8 FT. NORTH OF A POWER POLE. IT IS 1.0 FT. NORTH OF A
 QO1228'STEEL WITNESS POST.
 QO1228
 QO1228                          STATION RECOVERY (2006)
 QO1228
 QO1228'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WEF)
 QO1228'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF BRADFORD, 3.5 MI
 QO1228'(5.6 KM) SOUTH OF CAMBRIDGE AND 2.5 MI (4.0 KM) NORTH-NORTHEAST OF
 QO1228'ISANTI.
 QO1228' 
 QO1228'TO REACH TO THE MARK GO 3.75 MI (6.0 KM) SOUTH AND 0.7 MI (1.1 KM)
 QO1228'EAST OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 AT
 QO1228'CAMBRIDGE, 0.7 MI (1.1 KM) EAST OF TRUNK HIGHWAY 65, 31.8 FT (9.7 M)
 QO1228'SOUTH OF COUNTY ROAD 19, 123 FT (37.5 M) WEST OF PIPELINE POST 4-12,
 QO1228'1.8 FT (0.5 M) NORTH OF POWER POLE, 1.0 FT (0.3 M) NORTH OF A WITNESS
 QO1228'POST.
 QO1228
 QO1228                          STATION RECOVERY (2006)
 QO1228
 QO1228'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1237 ***********************************************************************
 QO1237  DESIGNATION -  3003 G
 QO1237  PID         -  QO1237
 QO1237  STATE/COUNTY-  MN/ISANTI
 QO1237  COUNTRY     -  US
 QO1237  USGS QUAD   -  CAMBRIDGE (1983)
 QO1237
 QO1237                         *CURRENT SURVEY CONTROL
 QO1237  ______________________________________________________________________
 QO1237* NAD 83(1986) POSITION- 45 33 31.     (N) 093 13 25.     (W)   SCALED    
 QO1237* NAVD 88 ORTHO HEIGHT -   292.895  (meters)     960.94  (feet) ADJUSTED  
 QO1237  ______________________________________________________________________
 QO1237  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 QO1237  DYNAMIC HEIGHT  -        292.878 (meters)      960.88  (feet) COMP
 QO1237  MODELED GRAVITY -    980,552.1   (mgal)                       NAVD 88
 QO1237
 QO1237  VERT ORDER      -  SECOND    CLASS I
 QO1237
 QO1237.The horizontal coordinates were scaled from a topographic map and have
 QO1237.an estimated accuracy of +/- 6 seconds.
 QO1237.
 QO1237.The orthometric height was determined by differential leveling and
 QO1237.adjusted in June 1991.
 QO1237
 QO1237.The dynamic height is computed by dividing the NAVD 88
 QO1237.geopotential number by the normal gravity value computed on the
 QO1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1237.degrees latitude (g = 980.6199 gals.).
 QO1237
 QO1237.The modeled gravity was interpolated from observed gravity values.
 QO1237
 QO1237;                    North         East    Units  Estimated Accuracy
 QO1237;SPC MN C     -   162,610.      880,140.      MT  (+/- 180 meters Scaled)
 QO1237
 QO1237                          SUPERSEDED SURVEY CONTROL
 QO1237
 QO1237.No superseded survey control is available for this station.
 QO1237
 QO1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL825450(NAD 83)
 QO1237
 QO1237_MARKER: DD = SURVEY DISK
 QO1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1237_SP_SET: CONCRETE POST
 QO1237_STAMPING: 3003 G 1977
 QO1237_MARK LOGO: MNDT  
 QO1237_PROJECTION: FLUSH
 QO1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1237+STABILITY: SURFACE MOTION
 QO1237
 QO1237  HISTORY     - Date     Condition        Report By
 QO1237  HISTORY     - 1977     MONUMENTED       MNDT
 QO1237  HISTORY     - 20061119 GOOD             USPSQD
 QO1237  HISTORY     - 20080630 MARK NOT FOUND   MNDT
 QO1237
 QO1237                          STATION DESCRIPTION
 QO1237
 QO1237'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1237'1.0 MI SOUTH FROM CAMBRIDGE.
 QO1237'THE MARK IS LOCATED 0.5 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1237'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE, THENCE
 QO1237'EAST ACROSS THE RAILROAD TRACK AND SOUTH 0.45 MILE ALONG COUNTY ROAD
 QO1237'45 TO THE JUNCTION WITH COUNTY ROAD 67 NEAR THE SOUTHEAST CORNER OF A
 QO1237'CEMETERY. IT IS 27.3 FT. WEST OF THE CENTER OF A NORTH SOUTH ROAD,
 QO1237'26 FT. NORTH OF THE EXTENDED CENTER OF A T ROAD WEST COUNTY ROAD 45,
 QO1237'47.0 FT. EAST SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAVE MARKER
 QO1237'EMMET NILES, 7.8 FT. WEST OF THE NORTH END OF A 12 INCH METAL CULVERT
 QO1237'UNDER THE CEMETERY ENTRANCE AND 6 FT. EAST OF A 36 INCH NORWAY PINE
 QO1237'TREE.
 QO1237
 QO1237                          STATION RECOVERY (2006)
 QO1237
 QO1237'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO1237'STATE HIGHWAY 65 HAS BEEN RELOCATED EAST TO BYPASS THE CENTER OF THE
 QO1237'TOWN OF CAMBRIDGE.  WHAT WAS HIGHWAY 65 IN THE TOWN OF CAMBRIDGE IS
 QO1237'NOW MAIN STREET.
 QO1237' 
 QO1237'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND MAIN
 QO1237'STREET IN CAMBRIDGE GO SOUTH ALONG SOUTH MAIN STREET APPROXIMATELY .5
 QO1237'MI TO 11TH AVENUE SE ON THE LEFT.
 QO1237'TURN LEFT, GO ACROSS THE RAILROAD TRACKS AND CONTINUE EAST ALONG 11TH
 QO1237'AVENUE SE FOR .1 MI TO OLD SOUTH MAIN STREET ON THE RIGHT.
 QO1237'TURN RIGHT AND GO SOUTH ALONG OLD SOUTH MAIN STREET .2 MI TO THE SE
 QO1237'CORNER OF A CEMETARY, THE JUNCTION WITH 16TH AVENUE SE ON THE LEFT AND
 QO1237'THE STATION ON THE RIGHT.
 QO1237' 
 QO1237'THE STATION IS 27 FT WEST OF THE CENTER OF OLD SOUTH MAIN STREET, 26
 QO1237'FT NORTH OF THE EXTENDED CENTER OF 16TH AVENUE SE, 47 FT E-SE OF THE
 QO1237'SW CORNER OF THE VERTICAL GRAVESTONE OF EMMET NILES AND 6 FT EAST OF A
 QO1237'PINE TREE.  THERE IS NO LONGER A CULVERT UNDER THE CEMETERY ENTRANCE.
 QO1237
 QO1237                          STATION RECOVERY (2008)
 QO1237
 QO1237'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1237'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1269 ***********************************************************************
 QO1269  DESIGNATION -  3004 A
 QO1269  PID         -  QO1269
 QO1269  STATE/COUNTY-  MN/ISANTI
 QO1269  COUNTRY     -  US
 QO1269  USGS QUAD   -  BRAHAM (1983)
 QO1269
 QO1269                         *CURRENT SURVEY CONTROL
 QO1269  ______________________________________________________________________
 QO1269* NAD 83(1986) POSITION- 45 42 19.7    (N) 093 11 35.6    (W)   HD_HELD2  
 QO1269* NAVD 88 ORTHO HEIGHT -   291.715  (meters)     957.07  (feet) ADJUSTED  
 QO1269  ______________________________________________________________________
 QO1269  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 QO1269  DYNAMIC HEIGHT  -        291.703 (meters)      957.03  (feet) COMP
 QO1269  MODELED GRAVITY -    980,565.9   (mgal)                       NAVD 88
 QO1269
 QO1269  VERT ORDER      -  SECOND    CLASS I
 QO1269
 QO1269.The horizontal coordinates were established by autonomous hand held GPS
 QO1269.observations and have an estimated accuracy of +/- 10 meters.
 QO1269.
 QO1269.The orthometric height was determined by differential leveling and
 QO1269.adjusted in June 1991.
 QO1269
 QO1269.Photographs are available for this station.
 QO1269
 QO1269.The dynamic height is computed by dividing the NAVD 88
 QO1269.geopotential number by the normal gravity value computed on the
 QO1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1269.degrees latitude (g = 980.6199 gals.).
 QO1269
 QO1269.The modeled gravity was interpolated from observed gravity values.
 QO1269
 QO1269;                    North         East    Units  Estimated Accuracy
 QO1269;SPC MN C     -   178,960.      882,291.      MT  (+/- 10 meters HH2 GPS)
 QO1269
 QO1269                          SUPERSEDED SURVEY CONTROL
 QO1269
 QO1269.No superseded survey control is available for this station.
 QO1269
 QO1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8495961342(NAD 83)
 QO1269
 QO1269_MARKER: DB = BENCH MARK DISK
 QO1269_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1269_SP_SET: CONCRETE POST
 QO1269_STAMPING: 3004 A 1963
 QO1269_MARK LOGO: MNHD  
 QO1269_PROJECTION: RECESSED 5 CENTIMETERS
 QO1269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1269+STABILITY: SURFACE MOTION
 QO1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1269+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1269
 QO1269  HISTORY     - Date     Condition        Report By
 QO1269  HISTORY     - 1963     MONUMENTED       MNHD
 QO1269  HISTORY     - 1977     GOOD             MNDT
 QO1269  HISTORY     - 1984     GOOD             MNDT
 QO1269  HISTORY     - 20080722 GOOD             MNDT
 QO1269  HISTORY     - 20100413 GOOD             MNDT
 QO1269
 QO1269                          STATION DESCRIPTION
 QO1269
 QO1269'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1269'1.7 MI SW FROM BRAHAM.
 QO1269'THE MARK IS LOCATED 1.9 MILES SOUTHWEST ALONG TRUNK HIGHWAY 107 FROM
 QO1269'THE JUNCTION OF TRUNK HIGHWAY 108 AND COUNTY ROAD 4 IN BRAHAM AND
 QO1269'5.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO1269'HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY. IT IS 65.8 FT. WEST OF, AND
 QO1269'1 FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK HIGHWAY 65 AT
 QO1269'MILEPOINT 51.05, 33 FT. SOUTH OF A 30 INCH OAK TREE, 30 FT. NORTHEAST
 QO1269'OF A 30 INCH WHITE PINE TREE AND 4.2 FT. EAST OF A FENCE. IT IS 0.4
 QO1269'FT. NORTH OF A STEEL WITNESS POST.
 QO1269
 QO1269                          STATION RECOVERY (1984)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO1269'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1269'IN THE SW 1/4 OF SECTION 10, T37N, R23W, 1.9 MILES SOUTHWEST ALONG
 QO1269'TRUNK HIGHWAY 107 FROM ITS JUNCTION WITH COUNTY ROAD 4 IN BRAHAM OR
 QO1269'5.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH COUNTY
 QO1269'ROAD 6 IN GRANDY, 65.8 FEET WEST OF AND 1 FOOT HIGHER THAN THE
 QO1269'CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY 65 AT MILEPOINT
 QO1269'51.05, 33 FEET SOUTH OF A 30 INCH DIAMETER OAK TREE, 30 FEET
 QO1269'NORTHEAST OF A 30 INCH DIAMETER WHITE PINE TREE, 4.2 FEET EAST OF A
 QO1269'FENCE, AND 0.4 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QO1269'STANDARD MNHD BENCH MARK DISK STAMPED---3004 A 1963---, IS SET IN THE
 QO1269'TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE
 QO1269'SURFACE OF THE GROUND.
 QO1269
 QO1269                          STATION RECOVERY (2008)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1269'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHEAST OF SPRINGVALE,
 QO1269'6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF GRASSTON AND 1.6 MI (2.6 KM)
 QO1269'SOUTHWEST OF BRAHAM.
 QO1269' 
 QO1269'TO REACH TO THE MARK GO 1.9 MI (3.1 KM) SOUTHWEST OF THE JUNCTION OF
 QO1269'TRUNK HIGHWAY 107 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 65 MILE POINT
 QO1269'51.05, 65.8 FT (20.1 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 65, 33 FT
 QO1269'(10.1 M) SOUTH OF 30 INCH (76 CM) OAK TREE, 30 FT (9.1 M) NORTHEAST OF
 QO1269'30 INCH (76 CM) WHITE PINE TREE, 16.5 FT (5.0 M) WEST OF A WITNESS
 QO1269'POST, 0.4 FT (0.1 M) NORTH OF A WITNESS POST.
 QO1269
 QO1269                          STATION RECOVERY (2010)
 QO1269
 QO1269'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1269'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1249 ***********************************************************************
 QO1249  DESIGNATION -  3004 AB
 QO1249  PID         -  QO1249
 QO1249  STATE/COUNTY-  MN/ISANTI
 QO1249  COUNTRY     -  US
 QO1249  USGS QUAD   -  CAMBRIDGE (1983)
 QO1249
 QO1249                         *CURRENT SURVEY CONTROL
 QO1249  ______________________________________________________________________
 QO1249* NAD 83(1986) POSITION- 45 35 10.22   (N) 093 12 14.98   (W)   HD_HELD1  
 QO1249* NAVD 88 ORTHO HEIGHT -   294.732  (meters)     966.97  (feet) ADJUSTED  
 QO1249  ______________________________________________________________________
 QO1249  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 QO1249  DYNAMIC HEIGHT  -        294.714 (meters)      966.91  (feet) COMP
 QO1249  MODELED GRAVITY -    980,546.9   (mgal)                       NAVD 88
 QO1249
 QO1249  VERT ORDER      -  SECOND    CLASS I
 QO1249
 QO1249.The horizontal coordinates were established by differentially corrected
 QO1249.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1249.
 QO1249.The orthometric height was determined by differential leveling and
 QO1249.adjusted in June 1991.
 QO1249
 QO1249.Photographs are available for this station.
 QO1249
 QO1249.The dynamic height is computed by dividing the NAVD 88
 QO1249.geopotential number by the normal gravity value computed on the
 QO1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1249.degrees latitude (g = 980.6199 gals.).
 QO1249
 QO1249.The modeled gravity was interpolated from observed gravity values.
 QO1249
 QO1249;                    North         East    Units  Estimated Accuracy
 QO1249;SPC MN C     -   165,690.4     881,614.1     MT  (+/- 3 meters HH1 GPS) 
 QO1249
 QO1249                          SUPERSEDED SURVEY CONTROL
 QO1249
 QO1249.No superseded survey control is available for this station.
 QO1249
 QO1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8407348090(NAD 83)
 QO1249
 QO1249_MARKER: DD = SURVEY DISK
 QO1249_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1249_SP_SET: COPPER-CLAD STEEL ROD
 QO1249_STAMPING: 3004 AB 1975
 QO1249_MARK LOGO: MNHD  
 QO1249_PROJECTION: FLUSH
 QO1249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1249+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2008
 QO1249_ROD/PIPE-DEPTH: 6.40 meters
 QO1249
 QO1249  HISTORY     - Date     Condition        Report By
 QO1249  HISTORY     - 1975     MONUMENTED       MNHD
 QO1249  HISTORY     - 1977     GOOD             MNDT
 QO1249  HISTORY     - 20080721 GOOD             MNDT
 QO1249
 QO1249                          STATION DESCRIPTION
 QO1249
 QO1249'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1249'1.4 MI NE FROM CAMBRIDGE.
 QO1249'THE MARK IS LOCATED 1.0 MILES EAST ALONG TRUNK HIGHWAY 95 FROM THE
 QO1249'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 65 IN CAMBRIDGE, THENCE
 QO1249'0.9 MILES NORTH ALONG COUNTY ROAD 34, AT AN ABANDONED FARMSTED. IT IS
 QO1249'95.5 FT. SOUTH OF THE CENTER OF AN ENTRANCE, 81.3 FT. NORTHWEST OF
 QO1249'POWER POLE SC 297, 36 FT. WEST OF AND LEVEL WITH THE CENTER OF COUNTY
 QO1249'ROAD 34 AND 2.7 FT. NORTHWEST OF A POWER POLE. IT IS 0.8 FT. EAST OF
 QO1249'A STEEL WITNESS POST.
 QO1249
 QO1249                          STATION RECOVERY (2008)
 QO1249
 QO1249'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1249'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 QO1249'ISANTI, 5.9 MI (9.5 KM) EAST-SOUTHEAST OF SPRINGVALE AND 1.3 MI (2.1
 QO1249'KM) NORTHEAST OF CAMBRIDGE.
 QO1249' 
 QO1249'TO REACH TO THE MARK GO 0.1 MI (0.2 KM) EAST ALONG TRUNK HIGHWAY 95
 QO1249'FROM THE JUNCTION, TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 65 IN CAMBRIDGE,
 QO1249'THEN 0.85 MI (1.4 KM) NORTH ON COUNTY ROAD 34, 0.3 FT (0.1 M)
 QO1249'NORTHWEST OF POWER POLE SC 297, 0.8 FT (0.2 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1262 ***********************************************************************
 QO1262  DESIGNATION -  3004 AC
 QO1262  PID         -  QO1262
 QO1262  STATE/COUNTY-  MN/ISANTI
 QO1262  COUNTRY     -  US
 QO1262  USGS QUAD   -  BRAHAM (1983)
 QO1262
 QO1262                         *CURRENT SURVEY CONTROL
 QO1262  ______________________________________________________________________
 QO1262* NAD 83(1986) POSITION- 45 38 52.73   (N) 093 11 35.21   (W)   HD_HELD1  
 QO1262* NAVD 88 ORTHO HEIGHT -   281.624  (meters)     923.96  (feet) ADJUSTED  
 QO1262  ______________________________________________________________________
 QO1262  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 QO1262  DYNAMIC HEIGHT  -        281.608 (meters)      923.91  (feet) COMP
 QO1262  MODELED GRAVITY -    980,554.2   (mgal)                       NAVD 88
 QO1262
 QO1262  VERT ORDER      -  SECOND    CLASS I
 QO1262
 QO1262.The horizontal coordinates were established by differentially corrected
 QO1262.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1262.
 QO1262.The orthometric height was determined by differential leveling and
 QO1262.adjusted in June 1991.
 QO1262
 QO1262.Photographs are available for this station.
 QO1262
 QO1262.The dynamic height is computed by dividing the NAVD 88
 QO1262.geopotential number by the normal gravity value computed on the
 QO1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1262.degrees latitude (g = 980.6199 gals.).
 QO1262
 QO1262.The modeled gravity was interpolated from observed gravity values.
 QO1262
 QO1262;                    North         East    Units  Estimated Accuracy
 QO1262;SPC MN C     -   172,570.9     882,384.5     MT  (+/- 3 meters HH1 GPS) 
 QO1262
 QO1262                          SUPERSEDED SURVEY CONTROL
 QO1262
 QO1262.No superseded survey control is available for this station.
 QO1262
 QO1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8495254955(NAD 83)
 QO1262
 QO1262_MARKER: DB = BENCH MARK DISK
 QO1262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1262_SP_SET: BOX CULVERT HEADWALL
 QO1262_STAMPING: 3004 AC 1977
 QO1262_MARK LOGO: MNDT  
 QO1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1262+STABILITY: SURFACE MOTION
 QO1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1262+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1262
 QO1262  HISTORY     - Date     Condition        Report By
 QO1262  HISTORY     - 1977     MONUMENTED       MNDT
 QO1262  HISTORY     - 20080721 GOOD             MNDT
 QO1262  HISTORY     - 20100413 GOOD             MNDT
 QO1262
 QO1262                          STATION DESCRIPTION
 QO1262
 QO1262'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1262'0.95 MI NORTH FROM GRANDY.
 QO1262'THE MARK IS LOCATED 1.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1262'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY. IT IS 38.0
 QO1262'FT. EAST OF AND 5 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 65 AT
 QO1262'MILEPOINT 47.1. IT IS CEMENTED IN THE SOUTHEAST CORNER HEADWALL OF AN
 QO1262'8 BY 8 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT A SMALL
 QO1262'CREEK.
 QO1262
 QO1262                          STATION RECOVERY (2008)
 QO1262
 QO1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1262'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) EAST-NORTHEAST OF
 QO1262'SPRINGVALE, 5.4 MI (8.7 KM) NORTH-NORTHEAST OF CAMBRIDGE AND 5.3 MI
 QO1262'(8.5 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1262' 
 QO1262'TO REACH TO THE MARK GO 0.9 MI (1.4 KM) NORTH OF THE JUNCTION OF TRUNK
 QO1262'HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE POINT
 QO1262'47.1, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX CULVERT AT SMALL
 QO1262'CREEK, 38 FT (11.6 M) EAST OF TRUNK HIGHWAY 65.
 QO1262
 QO1262                          STATION RECOVERY (2010)
 QO1262
 QO1262'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1262'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1264 ***********************************************************************
 QO1264  DESIGNATION -  3004 AD
 QO1264  PID         -  QO1264
 QO1264  STATE/COUNTY-  MN/ISANTI
 QO1264  COUNTRY     -  US
 QO1264  USGS QUAD   -  BRAHAM (1983)
 QO1264
 QO1264                         *CURRENT SURVEY CONTROL
 QO1264  ______________________________________________________________________
 QO1264* NAD 83(1986) POSITION- 45 39 26.63   (N) 093 11 35.05   (W)   HD_HELD1  
 QO1264* NAVD 88 ORTHO HEIGHT -   280.892  (meters)     921.56  (feet) ADJUSTED  
 QO1264  ______________________________________________________________________
 QO1264  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 QO1264  DYNAMIC HEIGHT  -        280.877 (meters)      921.51  (feet) COMP
 QO1264  MODELED GRAVITY -    980,556.0   (mgal)                       NAVD 88
 QO1264
 QO1264  VERT ORDER      -  SECOND    CLASS I
 QO1264
 QO1264.The horizontal coordinates were established by differentially corrected
 QO1264.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1264.
 QO1264.The orthometric height was determined by differential leveling and
 QO1264.adjusted in June 1991.
 QO1264
 QO1264.Photographs are available for this station.
 QO1264
 QO1264.The dynamic height is computed by dividing the NAVD 88
 QO1264.geopotential number by the normal gravity value computed on the
 QO1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1264.degrees latitude (g = 980.6199 gals.).
 QO1264
 QO1264.The modeled gravity was interpolated from observed gravity values.
 QO1264
 QO1264;                    North         East    Units  Estimated Accuracy
 QO1264;SPC MN C     -   173,617.4     882,374.0     MT  (+/- 3 meters HH1 GPS) 
 QO1264
 QO1264                          SUPERSEDED SURVEY CONTROL
 QO1264
 QO1264.No superseded survey control is available for this station.
 QO1264
 QO1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8495856001(NAD 83)
 QO1264
 QO1264_MARKER: DB = BENCH MARK DISK
 QO1264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1264_SP_SET: BOX CULVERT HEADWALL
 QO1264_STAMPING: 3004 AD 1977
 QO1264_MARK LOGO: MNDT  
 QO1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1264+STABILITY: SURFACE MOTION
 QO1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1264+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1264
 QO1264  HISTORY     - Date     Condition        Report By
 QO1264  HISTORY     - 1977     MONUMENTED       MNDT
 QO1264  HISTORY     - 20080721 GOOD             MNDT
 QO1264  HISTORY     - 20100413 GOOD             MNDT
 QO1264
 QO1264                          STATION DESCRIPTION
 QO1264
 QO1264'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1264'1.6 MI NORTH FROM GRANDY.
 QO1264'THE MARK IS LOCATED 1.65 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1264'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY. IT IS 51.5
 QO1264'FT. EAST OF, AND 10 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 65 AT
 QO1264'MILEPOINT 47.8. IT IS CEMENTED IN THE SOUTHEAST CORNER HEADWALL OF AN
 QO1264'8 BY 8 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT A SMALL
 QO1264'CREEK.
 QO1264
 QO1264                          STATION RECOVERY (2008)
 QO1264
 QO1264'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1264'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 QO1264'CAMBRIDGE, 5.8 MI (9.3 KM) EAST-NORTHEAST OF SPRINGVALE AND 4.7 MI
 QO1264'(7.6 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1264' 
 QO1264'TO REACH TO THE MARK GO 1.65 MI (2.7 KM) NORTH OF THE JUNCTION OF
 QO1264'TRUNK HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE
 QO1264'POINT 47.8, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX CULVERT AT
 QO1264'SMALL CREEK, 51.5 FT (15.7 M) EAST OF TRUNK HIGHWAY 65.
 QO1264
 QO1264                          STATION RECOVERY (2010)
 QO1264
 QO1264'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1264'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1266 ***********************************************************************
 QO1266  DESIGNATION -  3004 AE
 QO1266  PID         -  QO1266
 QO1266  STATE/COUNTY-  MN/ISANTI
 QO1266  COUNTRY     -  US
 QO1266  USGS QUAD   -  BRAHAM (1983)
 QO1266
 QO1266                         *CURRENT SURVEY CONTROL
 QO1266  ______________________________________________________________________
 QO1266* NAD 83(1986) POSITION- 45 41 03.60   (N) 093 11 34.52   (W)   HD_HELD1  
 QO1266* NAVD 88 ORTHO HEIGHT -   286.112  (meters)     938.69  (feet) ADJUSTED  
 QO1266  ______________________________________________________________________
 QO1266  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 QO1266  DYNAMIC HEIGHT  -        286.099 (meters)      938.64  (feet) COMP
 QO1266  MODELED GRAVITY -    980,561.6   (mgal)                       NAVD 88
 QO1266
 QO1266  VERT ORDER      -  SECOND    CLASS I
 QO1266
 QO1266.The horizontal coordinates were established by differentially corrected
 QO1266.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1266.
 QO1266.The orthometric height was determined by differential leveling and
 QO1266.adjusted in June 1991.
 QO1266
 QO1266.Photographs are available for this station.
 QO1266
 QO1266.The dynamic height is computed by dividing the NAVD 88
 QO1266.geopotential number by the normal gravity value computed on the
 QO1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1266.degrees latitude (g = 980.6199 gals.).
 QO1266
 QO1266.The modeled gravity was interpolated from observed gravity values.
 QO1266
 QO1266;                    North         East    Units  Estimated Accuracy
 QO1266;SPC MN C     -   176,611.1     882,345.5     MT  (+/- 3 meters HH1 GPS) 
 QO1266
 QO1266                          SUPERSEDED SURVEY CONTROL
 QO1266
 QO1266.No superseded survey control is available for this station.
 QO1266
 QO1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8497658993(NAD 83)
 QO1266
 QO1266_MARKER: DB = BENCH MARK DISK
 QO1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1266_SP_SET: BOX CULVERT HEADWALL
 QO1266_STAMPING: 3004 AE 1977
 QO1266_MARK LOGO: MNDT  
 QO1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1266+STABILITY: SURFACE MOTION
 QO1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1266+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1266
 QO1266  HISTORY     - Date     Condition        Report By
 QO1266  HISTORY     - 1977     MONUMENTED       MNDT
 QO1266  HISTORY     - 20080722 GOOD             MNDT
 QO1266  HISTORY     - 20100413 GOOD             MNDT
 QO1266
 QO1266                          STATION DESCRIPTION
 QO1266
 QO1266'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1266'3.5 MI NORTH FROM GRANDY.
 QO1266'THE MARK IS LOCATED 3.5 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1266'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 1.5 MILES
 QO1266'SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107. IT IS
 QO1266'34.5 FT. EAST OF AND 3 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 65
 QO1266'AT MILEPOINT 49.65. IT IS IN THE SOUTHEAST CORNER HEADWALL OF AN 8 BY
 QO1266'8 FT. CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 65 AT A SMALL CREEK.
 QO1266
 QO1266                          STATION RECOVERY (2008)
 QO1266
 QO1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1266'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH OF CAMBRIDGE, 6.6
 QO1266'MI (10.6 KM) NORTHEAST OF SPRINGVALE AND 2.9 MI (4.7 KM)
 QO1266'SOUTH-SOUTHWEST OF BRAHAM.
 QO1266' 
 QO1266'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) NORTH OF THE JUNCTION OF TRUNK
 QO1266'HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, 1.5 MI (2.4 KM) SOUTH OF THE
 QO1266'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107, AT TRUNK HIGHWAY
 QO1266'65 MILE POINT 49.65, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX
 QO1266'CULVERT AT SMALL CREEK, 34.5 FT (10.5 M) EAST OF TRUNK HIGHWAY 65.
 QO1266
 QO1266                          STATION RECOVERY (2010)
 QO1266
 QO1266'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1266'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1267 ***********************************************************************
 QO1267  DESIGNATION -  3004 AG
 QO1267  PID         -  QO1267
 QO1267  STATE/COUNTY-  MN/ISANTI
 QO1267  COUNTRY     -  US
 QO1267  USGS QUAD   -  BRAHAM (1983)
 QO1267
 QO1267                         *CURRENT SURVEY CONTROL
 QO1267  ______________________________________________________________________
 QO1267* NAD 83(1986) POSITION- 45 41 27.20   (N) 093 11 34.38   (W)   HD_HELD1  
 QO1267* NAVD 88 ORTHO HEIGHT -   286.964  (meters)     941.48  (feet) ADJUSTED  
 QO1267  ______________________________________________________________________
 QO1267  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 QO1267  DYNAMIC HEIGHT  -        286.950 (meters)      941.44  (feet) COMP
 QO1267  MODELED GRAVITY -    980,562.9   (mgal)                       NAVD 88
 QO1267
 QO1267  VERT ORDER      -  SECOND    CLASS I
 QO1267
 QO1267.The horizontal coordinates were established by differentially corrected
 QO1267.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1267.
 QO1267.The orthometric height was determined by differential leveling and
 QO1267.adjusted in June 1991.
 QO1267
 QO1267.Photographs are available for this station.
 QO1267
 QO1267.The dynamic height is computed by dividing the NAVD 88
 QO1267.geopotential number by the normal gravity value computed on the
 QO1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1267.degrees latitude (g = 980.6199 gals.).
 QO1267
 QO1267.The modeled gravity was interpolated from observed gravity values.
 QO1267
 QO1267;                    North         East    Units  Estimated Accuracy
 QO1267;SPC MN C     -   177,339.7     882,338.8     MT  (+/- 3 meters HH1 GPS) 
 QO1267
 QO1267                          SUPERSEDED SURVEY CONTROL
 QO1267
 QO1267.No superseded survey control is available for this station.
 QO1267
 QO1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8498159722(NAD 83)
 QO1267
 QO1267_MARKER: DB = BENCH MARK DISK
 QO1267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO1267_SP_SET: BOX CULVERT HEADWALL
 QO1267_STAMPING: 3004 AG 1977
 QO1267_MARK LOGO: MNDT  
 QO1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1267+STABILITY: SURFACE MOTION
 QO1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1267+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1267
 QO1267  HISTORY     - Date     Condition        Report By
 QO1267  HISTORY     - 1977     MONUMENTED       MNDT
 QO1267  HISTORY     - 20080722 GOOD             MNDT
 QO1267  HISTORY     - 20100413 GOOD             MNDT
 QO1267
 QO1267                          STATION DESCRIPTION
 QO1267
 QO1267'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1267'4.0 MI NORTH FROM GRANDY.
 QO1267'THE MARK IS LOCATED 4.0 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1267'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 1.0
 QO1267'MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107.
 QO1267'IT IS 37.5 FT. EAST OF, AND 4 FT. LOWER THAN THE CENTER OF TRUNK
 QO1267'HIGHWAY 65 AT MILEPOINT 50.05. IT IS CEMENTED IN THE SOUTHEAST CORNER
 QO1267'HEADWALL OF A CONCRETE 7 BY 8 FT. BOX CULVERT UNDER TRUNK HIGHWAY 65
 QO1267'AT A SMALL CREEK.
 QO1267
 QO1267                          STATION RECOVERY (2008)
 QO1267
 QO1267'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1267'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 QO1267'GRASSTON, 6.9 MI (11.1 KM) NORTHEAST OF SPRINGVALE AND 2.5 MI (4.0 KM)
 QO1267'SOUTH-SOUTHWEST OF BRAHAM.
 QO1267' 
 QO1267'TO REACH TO THE MARK GO 4.0 MI (6.4 KM) NORTH OF THE JUNCTION OF TRUNK
 QO1267'HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, 1.0 MI (1.6 KM) SOUTH OF THE
 QO1267'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107, AT TRUNK HIGHWAY
 QO1267'65 MILE POINT 50.05, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 65 BOX
 QO1267'CULVERT AT SMALL CREEK, 37.5 FT (11.4 M) EAST OF TRUNK HIGHWAY 65.
 QO1267
 QO1267                          STATION RECOVERY (2010)
 QO1267
 QO1267'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1267'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4928 ***********************************************************************
 DM4928  DESIGNATION -  3004 AH
 DM4928  PID         -  DM4928
 DM4928  STATE/COUNTY-  MN/ISANTI
 DM4928  COUNTRY     -  US
 DM4928  USGS QUAD   -  BRAHAM (1983)
 DM4928
 DM4928                         *CURRENT SURVEY CONTROL
 DM4928  ______________________________________________________________________
 DM4928* NAD 83(2007) POSITION- 45 41 15.26040(N) 093 11 35.97791(W)   ADJUSTED  
 DM4928* NAD 83(2007) ELLIP HT-   260.913 (meters)        (01/10/11)   ADJUSTED
 DM4928* NAD 83(2007) EPOCH   -  2002.00
 DM4928* NAVD 88 ORTHO HEIGHT -   289.15   (meters)     948.7   (feet) LEVELING  
 DM4928  ______________________________________________________________________
 DM4928  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 DM4928  NAD 83(2007) X  -   -248,635.594 (meters)                     COMP
 DM4928  NAD 83(2007) Y  - -4,456,485.594 (meters)                     COMP
 DM4928  NAD 83(2007) Z  -  4,541,243.686 (meters)                     COMP
 DM4928  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC09
 DM4928  HORZ ORDER      -  FIRST
 DM4928  VERT ORDER      -  THIRD
 DM4928  ELLP ORDER      -  FIRST     CLASS I
 DM4928
 DM4928.The horizontal coordinates were established by GPS observations
 DM4928.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4928
 DM4928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4928.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4928
 DM4928.The horizontal coordinates are valid at the epoch date displayed above
 DM4928.which is a decimal equivalence of Year/Month/Day.
 DM4928
 DM4928.The orthometric height was determined by differential leveling.
 DM4928.The vertical network tie was performed by a horz. field party for horz.
 DM4928.obs reductions. Reset procedures were used to establish the elevation.
 DM4928
 DM4928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4928
 DM4928.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4928
 DM4928.The ellipsoidal height was determined by GPS observations
 DM4928.and is referenced to NAD 83.
 DM4928
 DM4928. The following values were computed from the NAD 83(2007) position.
 DM4928
 DM4928;                    North         East     Units Scale Factor Converg.
 DM4928;SPC MN C     -   176,970.626   882,309.187   MT  0.99998539   +0 45 51.8
 DM4928;SPC MN C     -   580,611.13  2,894,709.39   sFT  0.99998539   +0 45 51.8
 DM4928;UTM  15      - 5,059,353.762   484,946.198   MT  0.99960279   -0 08 18.0
 DM4928
 DM4928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4928!SPC MN C     -   0.99995910  x   0.99998539  =   0.99994449
 DM4928!UTM  15      -   0.99995910  x   0.99960279  =   0.99956190
 DM4928
 DM4928:                Primary Azimuth Mark                     Grid Az
 DM4928:SPC MN C     -  3004 B                                   177 22 59.2
 DM4928:UTM  15      -  3004 B                                   178 17 09.0
 DM4928
 DM4928|---------------------------------------------------------------------|
 DM4928| PID    Reference Object                     Distance      Geod. Az  |
 DM4928|                                                           dddmmss.s |
 DM4928| QO1265 3004 B                              APPROX. 1.5 KM 1780851.0 |
 DM4928|---------------------------------------------------------------------|
 DM4928
 DM4928                          SUPERSEDED SURVEY CONTROL
 DM4928
 DM4928.No superseded survey control is available for this station.
 DM4928
 DM4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8494659353(NAD 83)
 DM4928
 DM4928_MARKER: I = METAL ROD
 DM4928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4928_STAMPING: 3004 AH 2010
 DM4928_MARK LOGO: MNDT  
 DM4928_PROJECTION: FLUSH
 DM4928_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4928+SATELLITE: SATELLITE OBSERVATIONS - 2010
 DM4928_ROD/PIPE-DEPTH: 15.2 meters
 DM4928
 DM4928  HISTORY     - Date     Condition        Report By
 DM4928  HISTORY     - 20100415 MONUMENTED       MNDT
 DM4928  HISTORY     - 2010     GOOD             MNDT
 DM4928
 DM4928                          STATION DESCRIPTION
 DM4928
 DM4928'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM4928'THE MARK IS 2.8 MILES SOUTHWEST OF BRAHAM, 1.3 MILES SOUTH ALONG TRUNK
 DM4928'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107
 DM4928'ABOUT 2 MILES SOUTHWEST OF BRAHAM, AT TRUNK HIGHWAY 65 MILEPOINT 49.8,
 DM4928'73.5 FEET WEST OF TRUNK HIGHWAY 65, 47.4 FEET SOUTH OF 397TH AVENUE
 DM4928'NORTHEAST, 1.5 FEET EAST OF FENCE.
 DM4928
 DM4928                          STATION RECOVERY (2010)
 DM4928
 DM4928'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4928'RECOVERED AS DESCRIBED.
 DM4928' 
 DM4928'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM4928'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM4928'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM4928'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4929 ***********************************************************************
 DM4929  DESIGNATION -  3004 AJ
 DM4929  PID         -  DM4929
 DM4929  STATE/COUNTY-  MN/ISANTI
 DM4929  COUNTRY     -  US
 DM4929  USGS QUAD   -  BRAHAM (1983)
 DM4929
 DM4929                         *CURRENT SURVEY CONTROL
 DM4929  ______________________________________________________________________
 DM4929* NAD 83(2007) POSITION- 45 38 04.13853(N) 093 11 44.24901(W)   ADJUSTED  
 DM4929* NAD 83(2007) ELLIP HT-   256.727 (meters)        (01/10/11)   ADJUSTED
 DM4929* NAD 83(2007) EPOCH   -  2002.00
 DM4929* NAVD 88 ORTHO HEIGHT -   285.09   (meters)     935.3   (feet) LEVELING  
 DM4929  ______________________________________________________________________
 DM4929  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DM4929  NAD 83(2007) X  -   -249,049.400 (meters)                     COMP
 DM4929  NAD 83(2007) Y  - -4,460,686.525 (meters)                     COMP
 DM4929  NAD 83(2007) Z  -  4,537,116.580 (meters)                     COMP
 DM4929  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC09
 DM4929  HORZ ORDER      -  FIRST
 DM4929  VERT ORDER      -  THIRD
 DM4929  ELLP ORDER      -  FIRST     CLASS I
 DM4929
 DM4929.The horizontal coordinates were established by GPS observations
 DM4929.and adjusted by the MN DEPT OF TRANSP in January 2011.
 DM4929
 DM4929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4929.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4929
 DM4929.The horizontal coordinates are valid at the epoch date displayed above
 DM4929.which is a decimal equivalence of Year/Month/Day.
 DM4929
 DM4929.The orthometric height was determined by differential leveling.
 DM4929.The vertical network tie was performed by a horz. field party for horz.
 DM4929.obs reductions. Reset procedures were used to establish the elevation.
 DM4929
 DM4929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4929
 DM4929.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4929
 DM4929.The ellipsoidal height was determined by GPS observations
 DM4929.and is referenced to NAD 83.
 DM4929
 DM4929. The following values were computed from the NAD 83(2007) position.
 DM4929
 DM4929;                    North         East     Units Scale Factor Converg.
 DM4929;SPC MN C     -   171,068.213   882,208.778   MT  0.99999619   +0 45 45.8
 DM4929;SPC MN C     -   561,246.30  2,894,379.97   sFT  0.99999619   +0 45 45.8
 DM4929;UTM  15      - 5,053,455.951   484,752.893   MT  0.99960286   -0 08 23.5
 DM4929
 DM4929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4929!SPC MN C     -   0.99995975  x   0.99999619  =   0.99995594
 DM4929!UTM  15      -   0.99995975  x   0.99960286  =   0.99956263
 DM4929
 DM4929                          SUPERSEDED SURVEY CONTROL
 DM4929
 DM4929.No superseded survey control is available for this station.
 DM4929
 DM4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8475253455(NAD 83)
 DM4929
 DM4929_MARKER: I = METAL ROD
 DM4929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4929_STAMPING: 3004 AJ 2010
 DM4929_MARK LOGO: MNDT  
 DM4929_PROJECTION: FLUSH
 DM4929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4929+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM4929_ROD/PIPE-DEPTH:  7.6 meters
 DM4929
 DM4929  HISTORY     - Date     Condition        Report By
 DM4929  HISTORY     - 20100415 MONUMENTED       MNDT
 DM4929  HISTORY     - 20100415 GOOD             MNDT
 DM4929
 DM4929                          STATION DESCRIPTION
 DM4929
 DM4929'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM4929'THE MARK IS IN GRANDY, AT SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND
 DM4929'COUNTY ROAD 6 IN GRANDY, AT TRUNK HIGHWAY 65 MILEPOINT 46.05, 71.5
 DM4929'FEET NORTH OF COUNTY ROAD 6 EXTENDED, 65.7 FEET WEST OF TRUNK HIGHWAY
 DM4929'65, 49.6 FEET SOUTH-SOUTHEAST OF ROW SIGN, 56.6 FEET SOUTHWEST OF
 DM4929'POWER POLE, 0.6 FOOT EAST OF FENCE.
 DM4929
 DM4929                          STATION RECOVERY (2010)
 DM4929
 DM4929'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4929'RECOVERED AS DESCRIBED.
 DM4929' 
 DM4929'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM4929'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM4929'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM4929'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1265 ***********************************************************************
 QO1265  DESIGNATION -  3004 B
 QO1265  PID         -  QO1265
 QO1265  STATE/COUNTY-  MN/ISANTI
 QO1265  COUNTRY     -  US
 QO1265  USGS QUAD   -  BRAHAM (1983)
 QO1265
 QO1265                         *CURRENT SURVEY CONTROL
 QO1265  ______________________________________________________________________
 QO1265* NAD 83(2007) POSITION- 45 40 25.11386(N) 093 11 33.66432(W)   ADJUSTED  
 QO1265* NAD 83(2007) ELLIP HT-   258.809 (meters)        (01/10/11)   ADJUSTED
 QO1265* NAD 83(2007) EPOCH   -  2002.00
 QO1265* NAVD 88 ORTHO HEIGHT -   287.085  (meters)     941.88  (feet) ADJUSTED  
 QO1265  ______________________________________________________________________
 QO1265  NAD 83(2007) X  -   -248,647.219 (meters)                     COMP
 QO1265  NAD 83(2007) Y  - -4,457,592.914 (meters)                     COMP
 QO1265  NAD 83(2007) Z  -  4,540,160.471 (meters)                     COMP
 QO1265  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC09
 QO1265  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 QO1265  DYNAMIC HEIGHT  -        287.071 (meters)      941.83  (feet) COMP
 QO1265  MODELED GRAVITY -    980,559.3   (mgal)                       NAVD 88
 QO1265
 QO1265  HORZ ORDER      -  FIRST
 QO1265  VERT ORDER      -  SECOND    CLASS I
 QO1265  ELLP ORDER      -  FIRST     CLASS I
 QO1265
 QO1265.The horizontal coordinates were established by GPS observations
 QO1265.and adjusted by the MN DEPT OF TRANSP in January 2011.
 QO1265
 QO1265.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1265.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1265
 QO1265.The horizontal coordinates are valid at the epoch date displayed above
 QO1265.which is a decimal equivalence of Year/Month/Day.
 QO1265
 QO1265.The orthometric height was determined by differential leveling and
 QO1265.adjusted in June 1991.
 QO1265
 QO1265.Photographs are available for this station.
 QO1265
 QO1265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1265
 QO1265.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1265
 QO1265.The ellipsoidal height was determined by GPS observations
 QO1265.and is referenced to NAD 83.
 QO1265
 QO1265.The dynamic height is computed by dividing the NAVD 88
 QO1265.geopotential number by the normal gravity value computed on the
 QO1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1265.degrees latitude (g = 980.6199 gals.).
 QO1265
 QO1265.The modeled gravity was interpolated from observed gravity values.
 QO1265
 QO1265. The following values were computed from the NAD 83(2007) position.
 QO1265
 QO1265;                    North         East     Units Scale Factor Converg.
 QO1265;SPC MN C     -   175,423.247   882,379.911   MT  0.99998814   +0 45 53.5
 QO1265;SPC MN C     -   575,534.44  2,894,941.42   sFT  0.99998814   +0 45 53.5
 QO1265;UTM  15      - 5,057,806.055   484,992.517   MT  0.99960277   -0 08 16.2
 QO1265
 QO1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1265!SPC MN C     -   0.99995943  x   0.99998814  =   0.99994757
 QO1265!UTM  15      -   0.99995943  x   0.99960277  =   0.99956221
 QO1265
 QO1265:                Primary Azimuth Mark                     Grid Az
 QO1265:SPC MN C     -  3004 AH                                  357 22 59.1
 QO1265:UTM  15      -  3004 AH                                  358 17 08.8
 QO1265
 QO1265|---------------------------------------------------------------------|
 QO1265| PID    Reference Object                     Distance      Geod. Az  |
 QO1265|                                                           dddmmss.s |
 QO1265| DM4928 3004 AH                             APPROX. 1.5 KM 3580852.6 |
 QO1265|---------------------------------------------------------------------|
 QO1265
 QO1265                          SUPERSEDED SURVEY CONTROL
 QO1265
 QO1265  NAVD 88 (01/10/11)  287.09   (m)          941.9    (f) LEVELING    3  
 QO1265
 QO1265.Superseded values are not recommended for survey control.
 QO1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1265.See file dsdata.txt to determine how the superseded data were derived.
 QO1265
 QO1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8499257806(NAD 83)
 QO1265
 QO1265_MARKER: DB = BENCH MARK DISK
 QO1265_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1265_SP_SET: CONCRETE POST
 QO1265_STAMPING: 3004 B 1963
 QO1265_MARK LOGO: MNHD  
 QO1265_PROJECTION: RECESSED 5 CENTIMETERS
 QO1265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1265+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1265
 QO1265  HISTORY     - Date     Condition        Report By
 QO1265  HISTORY     - 19630401 MONUMENTED       MNHD
 QO1265  HISTORY     - 1977     GOOD             MNDT
 QO1265  HISTORY     - 20080722 GOOD             MNDT
 QO1265  HISTORY     - 20100413 GOOD             MNDT
 QO1265  HISTORY     - 20100413 GOOD             MNDT
 QO1265
 QO1265                          STATION DESCRIPTION
 QO1265
 QO1265'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1265'2.75 MI NORTH FROM GRANDY.
 QO1265'THE MARK IS LOCATED 2.75 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1265'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 2.3
 QO1265'MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107.
 QO1265'IT IS 136 FT. NORTH OF THE CENTER OF COUNTY ROAD 3, 74.5 FT. EAST OF
 QO1265'AND LEVEL WITH THE CENTER OF TRUNK HIGHWAY 65 AT MILEPOINT 48.85,
 QO1265'80.7 FT. NORTH NORTHWEST OF A POWER POLE, 60.0 FT. NORTH NORTHEAST OF
 QO1265'A RIGHT OF WAY CONCRETE MONUMENT, 21.6 FT. SOUTHWEST OF A WHITE PINE
 QO1265'TREE AND 2.6 FT. NORTHWEST OF A STEEL RIGHT OF WAY SIGN POST. IT IS
 QO1265'0.8 FT. WEST OF A STEEL WITNESS POST.
 QO1265
 QO1265                          STATION RECOVERY (2008)
 QO1265
 QO1265'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1265'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHEAST OF
 QO1265'CAMBRIDGE, 6.3 MI (10.1 KM) EAST-NORTHEAST OF SPRINGVALE AND 3.6 MI
 QO1265'(5.8 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1265' 
 QO1265'TO REACH TO THE MARK GO 2.75 MI (4.4 KM) NORTH OF THE JUNCTION OF
 QO1265'TRUNK HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE
 QO1265'POINT 48.85, 136 FT (41.5 M) NORTH OF COUNTY ROAD 3, 74.5 FT (22.7 M)
 QO1265'EAST OF TRUNK HIGHWAY 65, 80.7 FT (24.6 M) NORTH-NORTHWEST OF POWER
 QO1265'POLE, 21.6 FT (6.6 M) SOUTHWEST OF PINE TREE, 2.6 FT (0.8 M) NORTHWEST
 QO1265'OF RIGHT OF WAY POST, 0.8 FT (0.2 M) WEST OF A WITNESS POST, F.0 FEET
 QO1265'WEST WEST LEG OF STANCH FIELD BAPTIST CHURCH SIGN.
 QO1265
 QO1265                          STATION RECOVERY (2010)
 QO1265
 QO1265'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1265'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1265'THE MARK IS 3.3 MILES SOUTHWEST OF BRAHAM, 2.75 MILES NORTH ALONG
 QO1265'TRUNK HIGHWAY 65 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY
 QO1265'ROAD 6 IN GRANDY, AT TRUNK HIGHWAY 65 MILEPOINT 48.85, 136 FEET NORTH
 QO1265'OF COUNTY ROAD 3, 74.5 FEET EAST OF TRUNK HIGHWAY 65, 57.0 FEET
 QO1265'NORTHWEST OF POWER POLE, 21.6 FEET SOUTHWEST OF PINE TREE, 4.0 FEET
 QO1265'WEST OF WEST LEG OF STANCH FIELD BAPTIST CHURCH SIGN, 2.6 FEET
 QO1265'NORTHWEST OF RIGHT-OF-WAY POST, 0.8 FOOT WEST OF WITNESS POST.
 QO1265
 QO1265                          STATION RECOVERY (2010)
 QO1265
 QO1265'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1265'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1263 ***********************************************************************
 QO1263  DESIGNATION -  3004 C
 QO1263  PID         -  QO1263
 QO1263  STATE/COUNTY-  MN/ISANTI
 QO1263  COUNTRY     -  US
 QO1263  USGS QUAD   -  BRAHAM (1983)
 QO1263
 QO1263                         *CURRENT SURVEY CONTROL
 QO1263  ______________________________________________________________________
 QO1263* NAD 83(1986) POSITION- 45 39 16.5    (N) 093 11 37.0    (W)   HD_HELD2  
 QO1263* NAVD 88 ORTHO HEIGHT -   283.428  (meters)     929.88  (feet) ADJUSTED  
 QO1263  ______________________________________________________________________
 QO1263  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 QO1263  DYNAMIC HEIGHT  -        283.412 (meters)      929.83  (feet) COMP
 QO1263  MODELED GRAVITY -    980,555.5   (mgal)                       NAVD 88
 QO1263
 QO1263  VERT ORDER      -  SECOND    CLASS I
 QO1263
 QO1263.The horizontal coordinates were established by autonomous hand held GPS
 QO1263.observations and have an estimated accuracy of +/- 10 meters.
 QO1263.
 QO1263.The orthometric height was determined by differential leveling and
 QO1263.adjusted in June 1991.
 QO1263
 QO1263.Photographs are available for this station.
 QO1263
 QO1263.The dynamic height is computed by dividing the NAVD 88
 QO1263.geopotential number by the normal gravity value computed on the
 QO1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1263.degrees latitude (g = 980.6199 gals.).
 QO1263
 QO1263.The modeled gravity was interpolated from observed gravity values.
 QO1263
 QO1263;                    North         East    Units  Estimated Accuracy
 QO1263;SPC MN C     -   173,304.      882,336.      MT  (+/- 10 meters HH2 GPS)
 QO1263
 QO1263                          SUPERSEDED SURVEY CONTROL
 QO1263
 QO1263.No superseded survey control is available for this station.
 QO1263
 QO1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8491555688(NAD 83)
 QO1263
 QO1263_MARKER: DB = BENCH MARK DISK
 QO1263_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1263_SP_SET: CONCRETE POST
 QO1263_STAMPING: 3004 C 1963
 QO1263_MARK LOGO: MNHD  
 QO1263_PROJECTION: FLUSH
 QO1263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1263+STABILITY: SURFACE MOTION
 QO1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1263+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1263
 QO1263  HISTORY     - Date     Condition        Report By
 QO1263  HISTORY     - 1963     MONUMENTED       MNHD
 QO1263  HISTORY     - 1977     GOOD             MNDT
 QO1263  HISTORY     - 20080721 GOOD             MNDT
 QO1263  HISTORY     - 20100413 GOOD             MNDT
 QO1263
 QO1263                          STATION DESCRIPTION
 QO1263
 QO1263'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1263'1.4 MI NORTH FROM GRANDY.
 QO1263'THE MARK IS LOCATED 1.45 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1263'JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 6 IN GRANDY AND 225 FT.
 QO1263'SOUTH OF A TOWNSHIP T ROAD EAST. IT IS 72.4 FT. WEST OF, AND 6 FT.
 QO1263'LOWER THAN THE CENTER OF TRUNK HIGHWAY 65 AT MILEPOINT 47.6, 18 FT.
 QO1263'SOUTH OF AN 8 INCH TWIN OAK TREE AND 9.3 FT. SOUTH SOUTHWEST OF AN 8
 QO1263'INCH POPLAR TREE. IT IS 0.4 FT. NORTH OF A STEEL WITNESS POST.
 QO1263
 QO1263                          STATION RECOVERY (2008)
 QO1263
 QO1263'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1263'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 QO1263'CAMBRIDGE, 5.7 MI (9.2 KM) EAST-NORTHEAST OF SPRINGVALE AND 4.8 MI
 QO1263'(7.7 KM) SOUTH-SOUTHWEST OF BRAHAM.
 QO1263' 
 QO1263'TO REACH TO THE MARK GO 1.45 MI (2.3 KM) NORTH OF THE JUNCTION OF
 QO1263'TRUNK HIGHWAY 65 AND COUNTY ROAD 6 AT GRANDY, AT TRUNK HIGHWAY 65 MILE
 QO1263'POINT 47.6, 225 FT (68.6 M) SOUTH OF 379TH AVENUE EXTENDED EAST OF
 QO1263'SHOW MOBILE PATH, 72.4 FT (22.1 M) WEST OF TRUNK HIGHWAY 65, 18 FT
 QO1263'(5.5 M) SOUTH OF 8 INCH (20 CM) TWIN OAK TREE, 9.3 FT (2.8 M)
 QO1263'SOUTH-SOUTHWEST OF 8 INCH (20 CM) POPLAR TREE, 0.4 FT (0.1 M) NORTH OF
 QO1263'A WITNESS POST.
 QO1263
 QO1263                          STATION RECOVERY (2010)
 QO1263
 QO1263'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1263'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1260 ***********************************************************************
 QO1260  DESIGNATION -  3004 D
 QO1260  PID         -  QO1260
 QO1260  STATE/COUNTY-  MN/ISANTI
 QO1260  COUNTRY     -  US
 QO1260  USGS QUAD   -  BRAHAM (1983)
 QO1260
 QO1260                         *CURRENT SURVEY CONTROL
 QO1260  ______________________________________________________________________
 QO1260* NAD 83(1996) POSITION- 45 38 04.05649(N) 093 11 43.94532(W)   ADJUSTED  
 QO1260* NAD 83(1996) ELLIP HT-   256.649 (meters)        (03/16/99)   ADJUSTED
 QO1260* NAVD 88 ORTHO HEIGHT -   284.924  (meters)     934.79  (feet) ADJUSTED  
 QO1260  ______________________________________________________________________
 QO1260  NAD 83(1996) X  -   -249,042.930 (meters)                     COMP
 QO1260  NAD 83(1996) Y  - -4,460,688.645 (meters)                     COMP
 QO1260  NAD 83(1996) Z  -  4,537,114.753 (meters)                     COMP
 QO1260  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC09
 QO1260  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 QO1260  DYNAMIC HEIGHT  -        284.908 (meters)      934.74  (feet) COMP
 QO1260  MODELED GRAVITY -    980,551.7   (mgal)                       NAVD 88
 QO1260
 QO1260  HORZ ORDER      -  SECOND
 QO1260  VERT ORDER      -  SECOND    CLASS I
 QO1260  ELLP ORDER      -  FOURTH    CLASS I
 QO1260
 QO1260.The horizontal coordinates were established by GPS observations
 QO1260.and adjusted by the National Geodetic Survey in March 1999.
 QO1260
 QO1260.The orthometric height was determined by differential leveling and
 QO1260.adjusted in June 1991.
 QO1260
 QO1260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1260
 QO1260.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1260
 QO1260.The ellipsoidal height was determined by GPS observations
 QO1260.and is referenced to NAD 83.
 QO1260
 QO1260.The dynamic height is computed by dividing the NAVD 88
 QO1260.geopotential number by the normal gravity value computed on the
 QO1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1260.degrees latitude (g = 980.6199 gals.).
 QO1260
 QO1260.The modeled gravity was interpolated from observed gravity values.
 QO1260
 QO1260. The following values were computed from the NAD 83(1996) position.
 QO1260
 QO1260;                    North         East     Units Scale Factor Converg.
 QO1260;SPC MN C     -   171,065.768   882,215.389   MT  0.99999619   +0 45 46.0
 QO1260;SPC MN C     -   561,238.27  2,894,401.66   sFT  0.99999619   +0 45 46.0
 QO1260;UTM  15      - 5,053,453.403   484,759.462   MT  0.99960286   -0 08 23.2
 QO1260
 QO1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1260!SPC MN C     -   0.99995977  x   0.99999619  =   0.99995596
 QO1260!UTM  15      -   0.99995977  x   0.99960286  =   0.99956264
 QO1260
 QO1260                          SUPERSEDED SURVEY CONTROL
 QO1260
 QO1260  ELLIP H (11/21/91)  256.672  (m)                       GP(       ) 4 1
 QO1260  NAD 83(1986)-  45 38 04.05325(N)    093 11 43.93766(W) AD(       ) 2
 QO1260  NGVD 29 (02/12/91)  284.85   (m)          934.5    (f) LEVELING    3  
 QO1260
 QO1260.Superseded values are not recommended for survey control.
 QO1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1260.See file dsdata.txt to determine how the superseded data were derived.
 QO1260
 QO1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8475953453(NAD 83)
 QO1260
 QO1260_MARKER: DD = SURVEY DISK
 QO1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1260_SP_SET: CONCRETE POST
 QO1260_STAMPING: 3004 D 1963
 QO1260_MARK LOGO: MNHD  
 QO1260_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1260+STABILITY: SURFACE MOTION
 QO1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1260+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2008
 QO1260
 QO1260  HISTORY     - Date     Condition        Report By
 QO1260  HISTORY     - 1963     MONUMENTED       MNDT
 QO1260  HISTORY     - 1977     GOOD             MNDT
 QO1260  HISTORY     - 19891022 GOOD             NGS
 QO1260  HISTORY     - 20080721 MARK NOT FOUND   MNDT
 QO1260
 QO1260                          STATION DESCRIPTION
 QO1260
 QO1260'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1260'IN GRANDY.
 QO1260'THE MARK IS LOCATED AT GRANDY NEAR THE JUNCTION OF TRUNK HIGHWAY 65
 QO1260'AND COUNTY ROAD 6. IT IS 35 FT. WEST OF AND 2 FT. LOWER THAN TRUNK
 QO1260'HIGHWAY 65 AT MILEPOINT 46.05, 112.9 FT. SOUTH OF THE SOUTHEAST CORNER
 QO1260'OF A TWO STORY FRAME BUILDING WITH A BELFREY, 170.2 FT. SOUTH OF A
 QO1260'SIGN POST FOR FIRE NUMBER N 311, 83 FT. SOUTH OF THE CENTER OF A
 QO1260'DRIVEWAY, 55.1 FT. SOUTH OF A LIGHT POLE, 67 FT. NORTH OF A DRIVEWAY
 QO1260'47.5 FT. NORTH OF A 36 INCH ELM TREE AND 24.5 FT. EAST OF A FENCE. IT
 QO1260'IS 0.4 FT. SOUTH OF A STEEL WITNESS POST.
 QO1260
 QO1260                          STATION RECOVERY (1989)
 QO1260
 QO1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QO1260'THE STATION IS LOCATED ABOUT 64.5 KM (40.10 MI) NORTH OF THE NORTH
 QO1260'SIDE OF MINNEAPOLIS, 7.7 KM (4.80 MI) NORTH OF CAMBRIDGE, AT THE
 QO1260'JUNCTION OF STATE HIGHWAY 65 AND COUNTY ROAD 6 IN THE SMALL VILLAGE OF
 QO1260'GRANDY, ON THE HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--MNDT.
 QO1260'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 95 AND 65 IN
 QO1260'THE MIDDLE OF CAMBRIDGE, GO NORTH ALONG STATE HIGHWAY 65 FOR 7.7 KM
 QO1260'(4.80 MI) TO THE JUNCTION OF COUNTY ROAD 6 LEADING EAST AND THE
 QO1260'STATION ON THE LEFT, AT THE ENTRANCE TO GRANDY CRAFTS AND TREASURES.
 QO1260'THE STATION MARK IS SET 25.5 M (83.7 FT) SOUTHWEST OF THE APPROXIMATE
 QO1260'CENTER OF A GRAVEL DRIVE, 20.7 M (67.9 FT) NORTH-NORTHEAST OF THE
 QO1260'APPROXIMATE CENTER OF A PRIVATE DRIVE LEADING TO GRANDY CRAFTS, 16.8 M
 QO1260'(55.1 FT) SOUTHWEST OF A UTILITY SUPPORT POLE, 15.5 M (50.9 FT)
 QO1260'WEST-NORTHWEST OF THE HIGHWAY CENTERLINE, 7.6 M (24.9 FT)
 QO1260'EAST-SOUTHEAST OF A WIRE FENCE, 0.12 M (0.4 FT) EAST OF A METAL
 QO1260'WITNESS POST AND 3 CM BELOW THE SURFACE OF THE GROUND, ABOUT LEVEL
 QO1260'WITH THE HIGHWAY.
 QO1260'DESCRIBED BY R.D.BALL.
 QO1260
 QO1260                          STATION RECOVERY (2008)
 QO1260
 QO1260'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1260'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1254 ***********************************************************************
 QO1254  DESIGNATION -  3004 E
 QO1254  PID         -  QO1254
 QO1254  STATE/COUNTY-  MN/ISANTI
 QO1254  COUNTRY     -  US
 QO1254  USGS QUAD   -  CAMBRIDGE (1983)
 QO1254
 QO1254                         *CURRENT SURVEY CONTROL
 QO1254  ______________________________________________________________________
 QO1254* NAD 83(1986) POSITION- 45 36 25.5    (N) 093 12 25.6    (W)   HD_HELD2  
 QO1254* NAVD 88 ORTHO HEIGHT -   283.547  (meters)     930.27  (feet) ADJUSTED  
 QO1254  ______________________________________________________________________
 QO1254  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 QO1254  DYNAMIC HEIGHT  -        283.530 (meters)      930.21  (feet) COMP
 QO1254  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 QO1254
 QO1254  VERT ORDER      -  SECOND    CLASS I
 QO1254
 QO1254.The horizontal coordinates were established by autonomous hand held GPS
 QO1254.observations and have an estimated accuracy of +/- 10 meters.
 QO1254.
 QO1254.The orthometric height was determined by differential leveling and
 QO1254.adjusted in June 1991.
 QO1254
 QO1254.Photographs are available for this station.
 QO1254
 QO1254.The dynamic height is computed by dividing the NAVD 88
 QO1254.geopotential number by the normal gravity value computed on the
 QO1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1254.degrees latitude (g = 980.6199 gals.).
 QO1254
 QO1254.The modeled gravity was interpolated from observed gravity values.
 QO1254
 QO1254;                    North         East    Units  Estimated Accuracy
 QO1254;SPC MN C     -   168,011.      881,353.      MT  (+/- 10 meters HH2 GPS)
 QO1254
 QO1254                          SUPERSEDED SURVEY CONTROL
 QO1254
 QO1254.No superseded survey control is available for this station.
 QO1254
 QO1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8384950414(NAD 83)
 QO1254
 QO1254_MARKER: DB = BENCH MARK DISK
 QO1254_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QO1254_SP_SET: CONCRETE POST
 QO1254_STAMPING: 3004 E 1963
 QO1254_MARK LOGO: MNHD  
 QO1254_PROJECTION: PROJECTING 15 CENTIMETERS
 QO1254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1254+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 QO1254
 QO1254  HISTORY     - Date     Condition        Report By
 QO1254  HISTORY     - 19630401 MONUMENTED       MNHD
 QO1254  HISTORY     - 1977     GOOD             MNDT
 QO1254  HISTORY     - 20080721 MARK NOT FOUND   MNDT
 QO1254  HISTORY     - 20100511 GOOD             MNDT
 QO1254
 QO1254                          STATION DESCRIPTION
 QO1254
 QO1254'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1254'2.6 MI NNE FROM CAMBRIDGE.
 QO1254'THE MARK IS LOCATED 2.6 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE
 QO1254'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 95 IN CAMBRIDGE. IT IS
 QO1254'ALSO 2.0 MILES SOUTH OF THE TRUNK HIGHWAY 65 JUNCTION WITH COUNTY RD.
 QO1254'6 IN GRANDY. IT IS 73.9 FT. WEST OF AND LEVEL WITH THE CENTER OF
 QO1254'TRUNK HIGHWAY 65 AT MILEPOINT 44.2, 44.8 FT. NORTH NORTHEAST OF A 24
 QO1254'INCH BIRCH TREE, 34.5 FT. SOUTHWEST OF A POWER POLE, 18.3 FT. EAST
 QO1254'SOUTHEAST OF A 4 INCH TWIN OAK TREE AND 1.8 FT. NORTHEAST OF A STEEL
 QO1254'RIGHT OF WAY SIGN POST. IT IS 0.6 FT. EAST OF A STEEL WITNESS POST.
 QO1254
 QO1254                          STATION RECOVERY (2008)
 QO1254
 QO1254'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1254'THE MARK WAS NOT RECOVERED.
 QO1254
 QO1254                          STATION RECOVERY (2010)
 QO1254
 QO1254'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1254'THE MARK IS 2.4 MI (3.9 KM) NORTH OF CAMBRIDGE.
 QO1254' 
 QO1254'2.6 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK
 QO1254'HIGHWAY 65 AND TRUNK HIGHWAY 95 AT CAMBRIDGE, AT TRUNK HIGHWAY 65 MILE
 QO1254'POINT 44.2.
 QO1254' 
 QO1254'IT IS 110 FT (33.5 M) NORTH OF A DITCH BLOCK, 62.5 FT (19.1 M) WEST OF
 QO1254'NORTHBOUND TRUNK HIGHWAY 65, 56.4 FT (17.2 M) EAST OF SOUTHBOUND TRUNK
 QO1254'HIGHWAY 65, 0.4 FT (12 CM) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7225 ***********************************************************************
 DL7225  DESIGNATION -  3005 A
 DL7225  PID         -  DL7225
 DL7225  STATE/COUNTY-  MN/ISANTI
 DL7225  COUNTRY     -  US
 DL7225  USGS QUAD   -  WYANETT (1961)
 DL7225
 DL7225                         *CURRENT SURVEY CONTROL
 DL7225  ______________________________________________________________________
 DL7225* NAD 83(2007) POSITION- 45 35 11.58144(N) 093 24 33.61968(W)   ADJUSTED  
 DL7225* NAD 83(2007) ELLIP HT-   259.168 (meters)        (10/16/09)   ADJUSTED
 DL7225* NAD 83(2007) EPOCH   -  2002.00
 DL7225* NAVD 88 ORTHO HEIGHT -   287.285  (meters)     942.53  (feet) ADJUSTED  
 DL7225  ______________________________________________________________________
 DL7225  NAD 83(2007) X  -   -265,912.561 (meters)                     COMP
 DL7225  NAD 83(2007) Y  - -4,463,528.624 (meters)                     COMP
 DL7225  NAD 83(2007) Z  -  4,533,391.487 (meters)                     COMP
 DL7225  LAPLACE CORR    -         -4.88  (seconds)                    DEFLEC09
 DL7225  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 DL7225  DYNAMIC HEIGHT  -        287.274 (meters)      942.50  (feet) COMP
 DL7225  MODELED GRAVITY -    980,569.6   (mgal)                       NAVD 88
 DL7225
 DL7225  HORZ ORDER      -  FIRST
 DL7225  VERT ORDER      -  SECOND    CLASS I
 DL7225  ELLP ORDER      -  THIRD     CLASS I
 DL7225
 DL7225.The horizontal coordinates were established by GPS observations
 DL7225.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7225
 DL7225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7225.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7225
 DL7225.The horizontal coordinates are valid at the epoch date displayed above
 DL7225.which is a decimal equivalence of Year/Month/Day.
 DL7225
 DL7225.The orthometric height was determined by differential leveling and
 DL7225.adjusted in February 2011.
 DL7225
 DL7225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7225
 DL7225.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7225
 DL7225.The ellipsoidal height was determined by GPS observations
 DL7225.and is referenced to NAD 83.
 DL7225
 DL7225.The dynamic height is computed by dividing the NAVD 88
 DL7225.geopotential number by the normal gravity value computed on the
 DL7225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7225.degrees latitude (g = 980.6199 gals.).
 DL7225
 DL7225.The modeled gravity was interpolated from observed gravity values.
 DL7225
 DL7225. The following values were computed from the NAD 83(2007) position.
 DL7225
 DL7225;                    North         East     Units Scale Factor Converg.
 DL7225;SPC MN C     -   165,541.767   865,602.915   MT  1.00000666   +0 36 29.2
 DL7225;SPC MN C     -   543,114.95  2,839,898.90   sFT  1.00000666   +0 36 29.2
 DL7225;UTM  15      - 5,048,193.552   468,068.709   MT  0.99961254   -0 17 32.6
 DL7225
 DL7225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7225!SPC MN C     -   0.99995937  x   1.00000666  =   0.99996603
 DL7225!UTM  15      -   0.99995937  x   0.99961254  =   0.99957193
 DL7225
 DL7225                          SUPERSEDED SURVEY CONTROL
 DL7225
 DL7225  NAVD 88 (10/16/09)  287.28   (m)          942.5    (f) LEVELING    3  
 DL7225
 DL7225.Superseded values are not recommended for survey control.
 DL7225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7225.See file dsdata.txt to determine how the superseded data were derived.
 DL7225
 DL7225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6806848193(NAD 83)
 DL7225
 DL7225_MARKER: DD = SURVEY DISK
 DL7225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7225_STAMPING: 3005 A 2006
 DL7225_MARK LOGO: MNDT  
 DL7225_PROJECTION: FLUSH
 DL7225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7225+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7225_ROD/PIPE-DEPTH: 16.8 meters
 DL7225
 DL7225  HISTORY     - Date     Condition        Report By
 DL7225  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7225  HISTORY     - 20081013 GOOD             MNDT
 DL7225
 DL7225                          STATION DESCRIPTION
 DL7225
 DL7225'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7225'2.0 MILES EAST 0F WYANETT, 1.0 MILE WEST ALONG TRUNK HIGHWAY 95 FROM
 DL7225'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAT 47 IN PINE BROOK,
 DL7225'AT TRUNK HIGHWAY MILEPOINT 32.45, 100.5 FEET SOUTH OF TRUNK HIGHWAY
 DL7225'95, 104.2 FEET EAST OF SOUTH COUNTY ROAD 7, 2.1 FEET WEST SOUTHWEST OF
 DL7225'POST AND CABLE (OLD GUARD RAIL), 1.5 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7226 ***********************************************************************
 DL7226  DESIGNATION -  3005 B
 DL7226  PID         -  DL7226
 DL7226  STATE/COUNTY-  MN/ISANTI
 DL7226  COUNTRY     -  US
 DL7226  USGS QUAD   -  WYANETT (1961)
 DL7226
 DL7226                         *CURRENT SURVEY CONTROL
 DL7226  ______________________________________________________________________
 DL7226* NAD 83(2007) POSITION- 45 35 14.62337(N) 093 27 02.68591(W)   ADJUSTED  
 DL7226* NAD 83(2007) ELLIP HT-   266.120 (meters)        (10/16/09)   ADJUSTED
 DL7226* NAD 83(2007) EPOCH   -  2002.00
 DL7226* NAVD 88 ORTHO HEIGHT -   294.164  (meters)     965.10  (feet) ADJUSTED  
 DL7226  ______________________________________________________________________
 DL7226  NAD 83(2007) X  -   -269,134.509 (meters)                     COMP
 DL7226  NAD 83(2007) Y  - -4,463,273.176 (meters)                     COMP
 DL7226  NAD 83(2007) Z  -  4,533,462.179 (meters)                     COMP
 DL7226  LAPLACE CORR    -         -4.72  (seconds)                    DEFLEC09
 DL7226  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 DL7226  DYNAMIC HEIGHT  -        294.153 (meters)      965.07  (feet) COMP
 DL7226  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 DL7226
 DL7226  HORZ ORDER      -  FIRST
 DL7226  VERT ORDER      -  SECOND    CLASS I
 DL7226  ELLP ORDER      -  THIRD     CLASS I
 DL7226
 DL7226.The horizontal coordinates were established by GPS observations
 DL7226.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7226
 DL7226.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7226.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7226
 DL7226.The horizontal coordinates are valid at the epoch date displayed above
 DL7226.which is a decimal equivalence of Year/Month/Day.
 DL7226
 DL7226.The orthometric height was determined by differential leveling and
 DL7226.adjusted in February 2011.
 DL7226
 DL7226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7226
 DL7226.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7226
 DL7226.The ellipsoidal height was determined by GPS observations
 DL7226.and is referenced to NAD 83.
 DL7226
 DL7226.The dynamic height is computed by dividing the NAVD 88
 DL7226.geopotential number by the normal gravity value computed on the
 DL7226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7226.degrees latitude (g = 980.6199 gals.).
 DL7226
 DL7226.The modeled gravity was interpolated from observed gravity values.
 DL7226
 DL7226. The following values were computed from the NAD 83(2007) position.
 DL7226
 DL7226;                    North         East     Units Scale Factor Converg.
 DL7226;SPC MN C     -   165,602.225   862,370.768   MT  1.00000647   +0 34 41.4
 DL7226;SPC MN C     -   543,313.30  2,829,294.76   sFT  1.00000647   +0 34 41.4
 DL7226;UTM  15      - 5,048,304.747   464,839.179   MT  0.99961520   -0 19 19.1
 DL7226
 DL7226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7226!SPC MN C     -   0.99995828  x   1.00000647  =   0.99996475
 DL7226!UTM  15      -   0.99995828  x   0.99961520  =   0.99957350
 DL7226
 DL7226                          SUPERSEDED SURVEY CONTROL
 DL7226
 DL7226  NAVD 88 (10/16/09)  294.16   (m)          965.1    (f) LEVELING    3  
 DL7226
 DL7226.Superseded values are not recommended for survey control.
 DL7226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7226.See file dsdata.txt to determine how the superseded data were derived.
 DL7226
 DL7226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6483948304(NAD 83)
 DL7226
 DL7226_MARKER: DD = SURVEY DISK
 DL7226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7226_STAMPING: 3005 B 2006
 DL7226_MARK LOGO: MNDT  
 DL7226_PROJECTION: FLUSH
 DL7226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7226+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7226_ROD/PIPE-DEPTH: 15.2 meters
 DL7226
 DL7226  HISTORY     - Date     Condition        Report By
 DL7226  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7226  HISTORY     - 20081013 GOOD             MNDT
 DL7226
 DL7226                          STATION DESCRIPTION
 DL7226
 DL7226'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7226'IN WYANETT, 3.0 MILES WEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF
 DL7226'TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 47 IN PINE BROOK, AT TRUNK HIGHWAY
 DL7226'95 MILEPOINT 30.47, 74.2 FEET NORTH OF TRUNK HIGHWAY 95, 137.9 FEET
 DL7226'EAST OF NACRE STREET NORTHWEST, 2.6 FEET EAST OF RIGHT-OF-WAY AND
 DL7226'CONTROLLED ACCESS SIGN AND POST, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7227 ***********************************************************************
 DL7227  DESIGNATION -  3005 C
 DL7227  PID         -  DL7227
 DL7227  STATE/COUNTY-  MN/ISANTI
 DL7227  COUNTRY     -  US
 DL7227  USGS QUAD   -  WYANETT (1961)
 DL7227
 DL7227                         *CURRENT SURVEY CONTROL
 DL7227  ______________________________________________________________________
 DL7227* NAD 83(2007) POSITION- 45 35 13.21693(N) 093 28 19.40211(W)   ADJUSTED  
 DL7227* NAD 83(2007) ELLIP HT-   268.082 (meters)        (10/16/09)   ADJUSTED
 DL7227* NAD 83(2007) EPOCH   -  2002.00
 DL7227* NAVD 88 ORTHO HEIGHT -   296.096  (meters)     971.44  (feet) ADJUSTED  
 DL7227  ______________________________________________________________________
 DL7227  NAD 83(2007) X  -   -270,796.480 (meters)                     COMP
 DL7227  NAD 83(2007) Y  - -4,463,205.100 (meters)                     COMP
 DL7227  NAD 83(2007) Z  -  4,533,433.192 (meters)                     COMP
 DL7227  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC09
 DL7227  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DL7227  DYNAMIC HEIGHT  -        296.086 (meters)      971.41  (feet) COMP
 DL7227  MODELED GRAVITY -    980,573.6   (mgal)                       NAVD 88
 DL7227
 DL7227  HORZ ORDER      -  FIRST
 DL7227  VERT ORDER      -  SECOND    CLASS I
 DL7227  ELLP ORDER      -  THIRD     CLASS I
 DL7227
 DL7227.The horizontal coordinates were established by GPS observations
 DL7227.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7227
 DL7227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7227.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7227
 DL7227.The horizontal coordinates are valid at the epoch date displayed above
 DL7227.which is a decimal equivalence of Year/Month/Day.
 DL7227
 DL7227.The orthometric height was determined by differential leveling and
 DL7227.adjusted in February 2011.
 DL7227
 DL7227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7227
 DL7227.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7227
 DL7227.The ellipsoidal height was determined by GPS observations
 DL7227.and is referenced to NAD 83.
 DL7227
 DL7227.The dynamic height is computed by dividing the NAVD 88
 DL7227.geopotential number by the normal gravity value computed on the
 DL7227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7227.degrees latitude (g = 980.6199 gals.).
 DL7227
 DL7227.The modeled gravity was interpolated from observed gravity values.
 DL7227
 DL7227. The following values were computed from the NAD 83(2007) position.
 DL7227
 DL7227;                    North         East     Units Scale Factor Converg.
 DL7227;SPC MN C     -   165,542.248   860,708.292   MT  1.00000656   +0 33 45.9
 DL7227;SPC MN C     -   543,116.53  2,823,840.45   sFT  1.00000656   +0 33 45.9
 DL7227;UTM  15      - 5,048,270.905   463,176.616   MT  0.99961667   -0 20 13.9
 DL7227
 DL7227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7227!SPC MN C     -   0.99995797  x   1.00000656  =   0.99996453
 DL7227!UTM  15      -   0.99995797  x   0.99961667  =   0.99957466
 DL7227
 DL7227                          SUPERSEDED SURVEY CONTROL
 DL7227
 DL7227  NAVD 88 (10/16/09)  296.09   (m)          971.4    (f) LEVELING    3  
 DL7227
 DL7227.Superseded values are not recommended for survey control.
 DL7227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7227.See file dsdata.txt to determine how the superseded data were derived.
 DL7227
 DL7227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6317648270(NAD 83)
 DL7227
 DL7227_MARKER: DD = SURVEY DISK
 DL7227_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7227_STAMPING: 3005 C 2006
 DL7227_MARK LOGO: MNDT  
 DL7227_PROJECTION: FLUSH
 DL7227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7227+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7227_ROD/PIPE-DEPTH: 19.8 meters
 DL7227
 DL7227  HISTORY     - Date     Condition        Report By
 DL7227  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7227  HISTORY     - 20081013 GOOD             MNDT
 DL7227
 DL7227                          STATION DESCRIPTION
 DL7227
 DL7227'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7227'1.0 MILE WEST OF WYANETT, 4.0 MILES WEST ALONG TRUNK HIGHWAY 95 FROM
 DL7227'THE JUNCTION OF TRUNK HGIHWAY 95 AND TRUNK HIGHWAY 47 IN PINE BROOK,
 DL7227'AT TRUNK HIGHWAY 95 MILEPOINT 29.45, 126.3 FEET SOUTH OF TRUNK HIGHWAY
 DL7227'95, 76.8 FEET WEST OF COUNTY ROAD 35, 6.6 FEET NORTHEAST OF BARBED
 DL7227'WIRE FENCE, 1.7 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7228 ***********************************************************************
 DL7228  DESIGNATION -  3005 D
 DL7228  PID         -  DL7228
 DL7228  STATE/COUNTY-  MN/ISANTI
 DL7228  COUNTRY     -  US
 DL7228  USGS QUAD   -  WYANETT (1961)
 DL7228
 DL7228                         *CURRENT SURVEY CONTROL
 DL7228  ______________________________________________________________________
 DL7228* NAD 83(2007) POSITION- 45 35 16.07872(N) 093 29 34.43140(W)   ADJUSTED  
 DL7228* NAD 83(2007) ELLIP HT-   269.092 (meters)        (10/16/09)   ADJUSTED
 DL7228* NAD 83(2007) EPOCH   -  2002.00
 DL7228* NAVD 88 ORTHO HEIGHT -   297.073  (meters)     974.65  (feet) ADJUSTED  
 DL7228  ______________________________________________________________________
 DL7228  NAD 83(2007) X  -   -272,416.161 (meters)                     COMP
 DL7228  NAD 83(2007) Y  - -4,463,044.010 (meters)                     COMP
 DL7228  NAD 83(2007) Z  -  4,533,495.747 (meters)                     COMP
 DL7228  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC09
 DL7228  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DL7228  DYNAMIC HEIGHT  -        297.063 (meters)      974.61  (feet) COMP
 DL7228  MODELED GRAVITY -    980,574.5   (mgal)                       NAVD 88
 DL7228
 DL7228  HORZ ORDER      -  FIRST
 DL7228  VERT ORDER      -  SECOND    CLASS I
 DL7228  ELLP ORDER      -  THIRD     CLASS I
 DL7228
 DL7228.The horizontal coordinates were established by GPS observations
 DL7228.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7228
 DL7228.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7228.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7228
 DL7228.The horizontal coordinates are valid at the epoch date displayed above
 DL7228.which is a decimal equivalence of Year/Month/Day.
 DL7228
 DL7228.The orthometric height was determined by differential leveling and
 DL7228.adjusted in February 2011.
 DL7228
 DL7228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7228
 DL7228.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7228
 DL7228.The ellipsoidal height was determined by GPS observations
 DL7228.and is referenced to NAD 83.
 DL7228
 DL7228.The dynamic height is computed by dividing the NAVD 88
 DL7228.geopotential number by the normal gravity value computed on the
 DL7228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7228.degrees latitude (g = 980.6199 gals.).
 DL7228
 DL7228.The modeled gravity was interpolated from observed gravity values.
 DL7228
 DL7228. The following values were computed from the NAD 83(2007) position.
 DL7228
 DL7228;                    North         East     Units Scale Factor Converg.
 DL7228;SPC MN C     -   165,614.837   859,081.095   MT  1.00000638   +0 32 51.6
 DL7228;SPC MN C     -   543,354.68  2,818,501.89   sFT  1.00000638   +0 32 51.6
 DL7228;UTM  15      - 5,048,369.002   461,551.392   MT  0.99961817   -0 21 07.5
 DL7228
 DL7228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7228!SPC MN C     -   0.99995781  x   1.00000638  =   0.99996419
 DL7228!UTM  15      -   0.99995781  x   0.99961817  =   0.99957600
 DL7228
 DL7228                          SUPERSEDED SURVEY CONTROL
 DL7228
 DL7228  NAVD 88 (10/16/09)  297.07   (m)          974.6    (f) LEVELING    3  
 DL7228
 DL7228.Superseded values are not recommended for survey control.
 DL7228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7228.See file dsdata.txt to determine how the superseded data were derived.
 DL7228
 DL7228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6155148369(NAD 83)
 DL7228
 DL7228_MARKER: DD = SURVEY DISK
 DL7228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7228_STAMPING: 3005 D 2006
 DL7228_MARK LOGO: MNDT  
 DL7228_PROJECTION: FLUSH
 DL7228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7228+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7228_ROD/PIPE-DEPTH: 13.7 meters
 DL7228
 DL7228  HISTORY     - Date     Condition        Report By
 DL7228  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7228  HISTORY     - 20081013 GOOD             MNDT
 DL7228
 DL7228                          STATION DESCRIPTION
 DL7228
 DL7228'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7228'2.0 MILES WEST OF WYANETT, 5.05 MILES WEST ALONG TRUNK HIGHWAY 95 FROM
 DL7228'THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 47 IN PINE BROOK,
 DL7228'AT TRUNK HIGHWAY 95 MILEPOINT 28.35, 108.9 FEET NORTH OF TRUNK HIGHWAY
 DL7228'95, 49.0 FEET EAST OF DRIVEWAY NUMBER 825 ENTRANCE, 1.6 FEET SOUTH OF
 DL7228'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8981 ***********************************************************************
 AH8981  DESIGNATION -  3006 B
 AH8981  PID         -  AH8981
 AH8981  STATE/COUNTY-  MN/ISANTI
 AH8981  COUNTRY     -  US
 AH8981  USGS QUAD   -  CAMBRIDGE (1983)
 AH8981
 AH8981                         *CURRENT SURVEY CONTROL
 AH8981  ______________________________________________________________________
 AH8981* NAD 83(1986) POSITION- 45 34 20.92   (N) 093 14 05.58   (W)   HD_HELD1  
 AH8981* NAVD 88 ORTHO HEIGHT -   288.723  (meters)     947.25  (feet) ADJUSTED  
 AH8981  ______________________________________________________________________
 AH8981  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 AH8981  DYNAMIC HEIGHT  -        288.706 (meters)      947.20  (feet) COMP
 AH8981  MODELED GRAVITY -    980,550.5   (mgal)                       NAVD 88
 AH8981
 AH8981  VERT ORDER      -  SECOND    CLASS I
 AH8981
 AH8981.The horizontal coordinates were established by differentially corrected
 AH8981.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8981.
 AH8981.The orthometric height was determined by differential leveling and
 AH8981.adjusted in May 2000.
 AH8981
 AH8981.Photographs are available for this station.
 AH8981
 AH8981.The dynamic height is computed by dividing the NAVD 88
 AH8981.geopotential number by the normal gravity value computed on the
 AH8981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8981.degrees latitude (g = 980.6199 gals.).
 AH8981
 AH8981.The modeled gravity was interpolated from observed gravity values.
 AH8981
 AH8981;                    North         East    Units  Estimated Accuracy
 AH8981;SPC MN C     -   164,137.3     879,236.3     MT  (+/- 3 meters HH1 GPS) 
 AH8981
 AH8981                          SUPERSEDED SURVEY CONTROL
 AH8981
 AH8981.No superseded survey control is available for this station.
 AH8981
 AH8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8167246575(NAD 83)
 AH8981
 AH8981_MARKER: DB = BENCH MARK DISK
 AH8981_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8981_SP_SET: BRIDGE
 AH8981_STAMPING: 3006 B 1977
 AH8981_MARK LOGO: MNDT  
 AH8981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8981+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 AH8981
 AH8981  HISTORY     - Date     Condition        Report By
 AH8981  HISTORY     - 1977     MONUMENTED       MNHD
 AH8981  HISTORY     - 19920331 GOOD             MNDT
 AH8981  HISTORY     - 20040915 GOOD             MNDT
 AH8981  HISTORY     - 20050430 GOOD             USPSQD
 AH8981  HISTORY     - 20070424 GOOD             MNDT
 AH8981  HISTORY     - 20080624 GOOD             MNDT
 AH8981
 AH8981                          STATION DESCRIPTION
 AH8981
 AH8981'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8981'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED IN
 AH8981'CAMBRIDGE, 0.5 MI (0.8 KM) WEST OF THE JCT OF TH 95 AND TH 65, 19.5 FT
 AH8981'(5.9 M) SOUTH OF TH 95, AT TH 95 MP 41.2, IN THE SE COR OF TH 95 BRDG
 AH8981'NO 9173 OVER THE RUM RIVER.
 AH8981
 AH8981                          STATION RECOVERY (2004)
 AH8981
 AH8981'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH8981'RECOVERED AS DESCRIBED.
 AH8981
 AH8981                          STATION RECOVERY (2005)
 AH8981
 AH8981'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH8981'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS. JRD.
 AH8981
 AH8981                          STATION RECOVERY (2007)
 AH8981
 AH8981'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8981'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF ISANTI, 5.3 MI
 AH8981'(8.5 KM) SOUTHEAST OF SPRINGVALE AND 0.5 MI (0.8 KM) WEST OF CAMBRIDGE
 AH8981'AT THE JUNCTION OF TRUNK HIGHWAY 95 AND OLD TRUNK HIGHWAY 65 (MAIN
 AH8981'STREET), AT TRUNK HIGHWAY 95 MILE POINT 41.2, 19.5 FT (5.9 M) SOUTH OF
 AH8981'TRUNK HIGHWAY 95, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 95 BRIDGE 9173
 AH8981'OVER RUM RIVER.
 AH8981
 AH8981                          STATION RECOVERY (2008)
 AH8981
 AH8981'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8981'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF ISANTI, 5.3 MI
 AH8981'(8.5 KM) SOUTHEAST OF SPRINGVALE AND 0.5 MI (0.8 KM) WEST OF
 AH8981'CAMBRIDGE.
 AH8981' 
 AH8981'TO REACH TO THE MARK AT CAMBRIDGE, GO 0.5 MI (0.8 KM) WEST OF THE
 AH8981'JUNCTION OF TRUNK HIGHWAY 95 AND OLD TRUNK HIGHWAY 65 (MAIN STREET),
 AH8981'AT TRUNK HIGHWAY 95 MILE POINT 41.2, 19.5 FT (5.9 M) SOUTH OF TRUNK
 AH8981'HIGHWAY 95, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMBER 9173
 AH8981'OVER RUM RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4896 ***********************************************************************
 DM4896  DESIGNATION -  3006 C RESET
 DM4896  PID         -  DM4896
 DM4896  STATE/COUNTY-  MN/ISANTI
 DM4896  COUNTRY     -  US
 DM4896  USGS QUAD   -  BRADFORD (1961)
 DM4896
 DM4896                         *CURRENT SURVEY CONTROL
 DM4896  ______________________________________________________________________
 DM4896* NAD 83(1986) POSITION- 45 35 12.     (N) 093 21 24.     (W)   SCALED    
 DM4896* NAVD 88 ORTHO HEIGHT -   290.140  (meters)     951.90  (feet) ADJUSTED  
 DM4896  ______________________________________________________________________
 DM4896  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DM4896  DYNAMIC HEIGHT  -        290.127 (meters)      951.86  (feet) COMP
 DM4896  MODELED GRAVITY -    980,562.9   (mgal)                       NAVD 88
 DM4896
 DM4896  VERT ORDER      -  SECOND    CLASS I
 DM4896
 DM4896.The horizontal coordinates were scaled from a topographic map and have
 DM4896.an estimated accuracy of +/- 6 seconds.
 DM4896.
 DM4896.The orthometric height was determined by differential leveling and
 DM4896.adjusted in February 2011.
 DM4896
 DM4896.The dynamic height is computed by dividing the NAVD 88
 DM4896.geopotential number by the normal gravity value computed on the
 DM4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4896.degrees latitude (g = 980.6199 gals.).
 DM4896
 DM4896.The modeled gravity was interpolated from observed gravity values.
 DM4896
 DM4896;                    North         East    Units  Estimated Accuracy
 DM4896;SPC MN C     -   165,600.      869,710.      MT  (+/- 180 meters Scaled)
 DM4896
 DM4896                          SUPERSEDED SURVEY CONTROL
 DM4896
 DM4896.No superseded survey control is available for this station.
 DM4896
 DM4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL721481(NAD 83)
 DM4896
 DM4896_MARKER: DD = SURVEY DISK
 DM4896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4896_STAMPING: 3006 C RESET 2008
 DM4896_MARK LOGO: MNDT  
 DM4896_PROJECTION: FLUSH
 DM4896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4896+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4896_ROD/PIPE-DEPTH: 21.3 meters
 DM4896
 DM4896  HISTORY     - Date     Condition        Report By
 DM4896  HISTORY     - 2008     MONUMENTED       MNDT
 DM4896
 DM4896                          STATION DESCRIPTION
 DM4896
 DM4896'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4896'THE MARK IS 1.5 MI (2.4 KM) EAST OF PINE BROOK, 1.6 MI (2.6 KM) EAST
 DM4896'ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK
 DM4896'HIGHWAY 95 IN PINE BROOK, AT TRUNK HIGHWAY 95 MILE POINT 35.0.
 DM4896' 
 DM4896'IT IS 74.5 FT (22.7 M) SOUTH OF TRUNK HIGHWAY 95, 45 FT (13.7 M)
 DM4896'SOUTH-SOUTHWEST OF MILEPOST 35, 350 FT (106.7 M) EAST OF FARM
 DM4896'DRIVEWAY, 11.7 FT (3.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8974 ***********************************************************************
 AH8974  DESIGNATION -  3006 D
 AH8974  PID         -  AH8974
 AH8974  STATE/COUNTY-  MN/ISANTI
 AH8974  COUNTRY     -  US
 AH8974  USGS QUAD   -  BRADFORD (1961)
 AH8974
 AH8974                         *CURRENT SURVEY CONTROL
 AH8974  ______________________________________________________________________
 AH8974* NAD 83(1986) POSITION- 45 34 55.1    (N) 093 19 46.5    (W)   HD_HELD2  
 AH8974* NAVD 88 ORTHO HEIGHT -   281.015  (meters)     921.96  (feet) ADJUSTED  
 AH8974  ______________________________________________________________________
 AH8974  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 AH8974  DYNAMIC HEIGHT  -        281.001 (meters)      921.92  (feet) COMP
 AH8974  MODELED GRAVITY -    980,558.5   (mgal)                       NAVD 88
 AH8974
 AH8974  VERT ORDER      -  SECOND    CLASS I
 AH8974
 AH8974.The horizontal coordinates were established by autonomous hand held GPS
 AH8974.observations and have an estimated accuracy of +/- 10 meters.
 AH8974.
 AH8974.The orthometric height was determined by differential leveling and
 AH8974.adjusted in May 2000.
 AH8974
 AH8974.Photographs are available for this station.
 AH8974
 AH8974.The dynamic height is computed by dividing the NAVD 88
 AH8974.geopotential number by the normal gravity value computed on the
 AH8974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8974.degrees latitude (g = 980.6199 gals.).
 AH8974
 AH8974.The modeled gravity was interpolated from observed gravity values.
 AH8974
 AH8974;                    North         East    Units  Estimated Accuracy
 AH8974;SPC MN C     -   165,102.      871,832.      MT  (+/- 10 meters HH2 GPS)
 AH8974
 AH8974                          SUPERSEDED SURVEY CONTROL
 AH8974
 AH8974.No superseded survey control is available for this station.
 AH8974
 AH8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7428847656(NAD 83)
 AH8974
 AH8974_MARKER: DV = VERTICAL CONTROL DISK
 AH8974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8974_STAMPING: 3006 D 1991
 AH8974_MARK LOGO: MNDT  
 AH8974_PROJECTION: RECESSED 3 CENTIMETERS
 AH8974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8974+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH8974
 AH8974  HISTORY     - Date     Condition        Report By
 AH8974  HISTORY     - 1992     MONUMENTED       MNDT
 AH8974  HISTORY     - 20040731 MARK NOT FOUND   USPSQD
 AH8974  HISTORY     - 20080630 GOOD             MNDT
 AH8974  HISTORY     - 20081015 GOOD             MNDT
 AH8974
 AH8974                          STATION DESCRIPTION
 AH8974
 AH8974'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8974'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF PINE BROOK, 2.85 MILE
 AH8974'(4.59 KM) EAST ALONG TH 95 FROM THE JCT OF TH 95 AND TH 47 IN PINE
 AH8974'BROOK, 0.35 MI (0.56 KM) NW OF TH 95 THE BRDG OVER THE RUM RIVER, 73.0
 AH8974'FT (22.3 M) SW OF TH 95, AT TH 95 MP 36.4, 76.5 FT (23.3 M) ESE OF A
 AH8974'FIELD ENT, 23.6 FT (7.2 M) WNW OF A R/W POST, 2.2 FT (0.7 M) NE OF A
 AH8974'WITNESS POST AND FLUSH WITH THE GROUND.
 AH8974
 AH8974                          STATION RECOVERY (2004)
 AH8974
 AH8974'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8974'MARK NOT FOUND.
 AH8974
 AH8974                          STATION RECOVERY (2008)
 AH8974
 AH8974'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8974'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) WEST OF CAMBRIDGE, 4.5 MI
 AH8974'(7.2 KM) NORTH-NORTHEAST OF BRADFORD AND 3.5 MI (5.6 KM)
 AH8974'SOUTH-SOUTHWEST OF SPRINGVALE.
 AH8974' 
 AH8974'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) EAST OF PINE BROOK, 3.0 MI
 AH8974'(4.8 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95
 AH8974'IN PINE BROOK, 0.35 MI (0.6 KM) NORTHWEST OF TRUNK HIGHWAY 95 BRIDGE
 AH8974'OVER RUM RIVER, AT TRUNK HIGHWAY 95 MILE POINT 36.4, 73 FT (22.3 M)
 AH8974'SOUTHWEST OF TRUNK HIGHWAY 95, 76.5 FT (23.3 M) EAST-SOUTHEAST OF
 AH8974'DRIVEWAY NUMBER 2554, 23.6 FT (7.2 M) WEST-NORTHWEST OF RIGHT OF WAY
 AH8974'POST, 2.2 FT (0.7 M) NORTHEAST OF A WITNESS POST.
 AH8974
 AH8974                          STATION RECOVERY (2008)
 AH8974
 AH8974'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8974'THE MARK IS 3.0 MI (4.8 KM) EAST OF PINE BROOK, 3.0 MI (4.8 KM) EAST
 AH8974'OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE
 AH8974'BROOK, 0.35 MI (0.6 KM) NORTHWEST OF TRUNK HIGHWAY 95 BRIDGE OVER RUM
 AH8974'RIVER, AT TRUNK HIGHWAY 95 MILE POINT 36.4.
 AH8974' 
 AH8974'IT IS 73 FT (22.3 M) SOUTHWEST OF TRUNK HIGHWAY 95, 76.5 FT (23.3 M)
 AH8974'EAST-SOUTHEAST OF DRIVEWAY NUMBER 2554, 23.6 FT (7.2 M) WEST-NORTHWEST
 AH8974'OF RIGHT OF WAY POST, 2.2 FT (0.7 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8975 ***********************************************************************
 AH8975  DESIGNATION -  3006 E
 AH8975  PID         -  AH8975
 AH8975  STATE/COUNTY-  MN/ISANTI
 AH8975  COUNTRY     -  US
 AH8975  USGS QUAD   -  BRADFORD (1961)
 AH8975
 AH8975                         *CURRENT SURVEY CONTROL
 AH8975  ______________________________________________________________________
 AH8975* NAD 83(1986) POSITION- 45 34 44.50   (N) 093 19 20.07   (W)   HD_HELD1  
 AH8975* NAVD 88 ORTHO HEIGHT -   283.687  (meters)     930.73  (feet) ADJUSTED  
 AH8975  ______________________________________________________________________
 AH8975  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AH8975  DYNAMIC HEIGHT  -        283.672 (meters)      930.68  (feet) COMP
 AH8975  MODELED GRAVITY -    980,557.3   (mgal)                       NAVD 88
 AH8975
 AH8975  VERT ORDER      -  SECOND    CLASS I
 AH8975
 AH8975.The horizontal coordinates were established by differentially corrected
 AH8975.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8975.
 AH8975.The orthometric height was determined by differential leveling and
 AH8975.adjusted in May 2000.
 AH8975
 AH8975.Photographs are available for this station.
 AH8975
 AH8975.The dynamic height is computed by dividing the NAVD 88
 AH8975.geopotential number by the normal gravity value computed on the
 AH8975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8975.degrees latitude (g = 980.6199 gals.).
 AH8975
 AH8975.The modeled gravity was interpolated from observed gravity values.
 AH8975
 AH8975;                    North         East    Units  Estimated Accuracy
 AH8975;SPC MN C     -   164,781.6     872,409.2     MT  (+/- 3 meters HH1 GPS) 
 AH8975
 AH8975                          SUPERSEDED SURVEY CONTROL
 AH8975
 AH8975.No superseded survey control is available for this station.
 AH8975
 AH8975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7485947326(NAD 83)
 AH8975
 AH8975_MARKER: DB = BENCH MARK DISK
 AH8975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8975_SP_SET: BRIDGE
 AH8975_STAMPING: 3006 E 1991
 AH8975_MARK LOGO: MNHD  
 AH8975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8975+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH8975
 AH8975  HISTORY     - Date     Condition        Report By
 AH8975  HISTORY     - 1957     MONUMENTED       MNHD
 AH8975  HISTORY     - 19950401 GOOD             MNDT
 AH8975  HISTORY     - 20040731 GOOD             USPSQD
 AH8975  HISTORY     - 20080630 GOOD             MNDT
 AH8975  HISTORY     - 20081015 GOOD             MNDT
 AH8975
 AH8975                          STATION DESCRIPTION
 AH8975
 AH8975'DESCRIBED BY MN DEPT OF TRANSP 1995 (HTS)
 AH8975'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AH8975'3.25 MI (5.23 KM) EAST OF PINE BROOK, 3.35 MI (5.39 KM) EAST OF THE
 AH8975'JCT OF TH 47 AND TH 95 IN PINE BROOK, IN THE NE COR OF TH 95 BRDG NO
 AH8975'9075 OVER THE RUM RIVER, AT TH 95 MP 36.85, AND 19.5 FT (5.9 M) NE OF
 AH8975'TH 95.
 AH8975
 AH8975                          STATION RECOVERY (2004)
 AH8975
 AH8975'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8975'RECOVERED IN GOOD CONDITION.
 AH8975
 AH8975                          STATION RECOVERY (2008)
 AH8975
 AH8975'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8975'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) WEST OF CAMBRIDGE, 4.5 MI
 AH8975'(7.2 KM) NORTH-NORTHEAST OF BRADFORD AND 3.6 MI (5.8 KM)
 AH8975'SOUTH-SOUTHWEST OF SPRINGVALE.
 AH8975' 
 AH8975'TO REACH TO THE MARK GO 3.25 MI (5.2 KM) EAST OF PINE BROOK, 3.35 MI
 AH8975'(5.4 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95
 AH8975'IN PINE BROOK, AT TRUNK HIGHWAY 95 MILE POINT 36.85, IN NORTHEAST
 AH8975'CORNER OF TRUNK HIGHWAY 95 BRIDGE NUMBER 9075 OVER RUM RIVER, 19.5 FT
 AH8975'(5.9 M) NORTHEAST OF TRUNK HIGHWAY 95.
 AH8975
 AH8975                          STATION RECOVERY (2008)
 AH8975
 AH8975'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8975'THE MARK IS 3.25 MI (5.2 KM) EAST OF PINE BROOK, 3.35 MI (5.4 KM) EAST
 AH8975'OF THE JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 95 IN PINE
 AH8975'BROOK, AT TRUNK HIGHWAY 95 MILE POINT 36.85, IN NORTHEAST CORNER OF
 AH8975'TRUNK HIGHWAY 95 BRIDGE NUMBER 9075 OVER RUM RIVER.
 AH8975' 
 AH8975'IT IS 19.5 FT (5.9 M) NORTHEAST OF TRUNK HIGHWAY 95.
 AH8975' 
 AH8975'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1957 THEN STAMPED WHEN USED IN
 AH8975'1991.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8976 ***********************************************************************
 AH8976  DESIGNATION -  3006 F
 AH8976  PID         -  AH8976
 AH8976  STATE/COUNTY-  MN/ISANTI
 AH8976  COUNTRY     -  US
 AH8976  USGS QUAD   -  BRADFORD (1961)
 AH8976
 AH8976                         *CURRENT SURVEY CONTROL
 AH8976  ______________________________________________________________________
 AH8976* NAD 83(2007) POSITION- 45 34 21.67299(N) 093 17 58.29069(W)   ADJUSTED  
 AH8976* NAD 83(2007) ELLIP HT-   262.527 (meters)        (10/16/09)   ADJUSTED
 AH8976* NAD 83(2007) EPOCH   -  2002.00
 AH8976* NAVD 88 ORTHO HEIGHT -   290.865  (meters)     954.28  (feet) ADJUSTED  
 AH8976  ______________________________________________________________________
 AH8976  NAD 83(2007) X  -   -257,420.716 (meters)                     COMP
 AH8976  NAD 83(2007) Y  - -4,465,131.139 (meters)                     COMP
 AH8976  NAD 83(2007) Z  -  4,532,315.389 (meters)                     COMP
 AH8976  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 AH8976  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 AH8976  DYNAMIC HEIGHT  -        290.849 (meters)      954.23  (feet) COMP
 AH8976  MODELED GRAVITY -    980,553.9   (mgal)                       NAVD 88
 AH8976
 AH8976  HORZ ORDER      -  FIRST
 AH8976  VERT ORDER      -  SECOND    CLASS I
 AH8976  ELLP ORDER      -  THIRD     CLASS I
 AH8976
 AH8976.The horizontal coordinates were established by GPS observations
 AH8976.and adjusted by the MN DEPT OF TRANSP in October 2009.
 AH8976
 AH8976.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8976.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8976
 AH8976.The horizontal coordinates are valid at the epoch date displayed above
 AH8976.which is a decimal equivalence of Year/Month/Day.
 AH8976
 AH8976.The orthometric height was determined by differential leveling and
 AH8976.adjusted in May 2000.
 AH8976
 AH8976.Photographs are available for this station.
 AH8976
 AH8976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8976
 AH8976.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8976
 AH8976.The ellipsoidal height was determined by GPS observations
 AH8976.and is referenced to NAD 83.
 AH8976
 AH8976.The dynamic height is computed by dividing the NAVD 88
 AH8976.geopotential number by the normal gravity value computed on the
 AH8976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8976.degrees latitude (g = 980.6199 gals.).
 AH8976
 AH8976.The modeled gravity was interpolated from observed gravity values.
 AH8976
 AH8976. The following values were computed from the NAD 83(2007) position.
 AH8976
 AH8976;                    North         East     Units Scale Factor Converg.
 AH8976;SPC MN C     -   164,097.933   874,190.573   MT  1.00000982   +0 41 15.2
 AH8976;SPC MN C     -   538,377.97  2,868,073.57   sFT  1.00000982   +0 41 15.2
 AH8976;UTM  15      - 5,046,615.489   476,629.186   MT  0.99960672   -0 12 50.1
 AH8976
 AH8976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8976!SPC MN C     -   0.99995884  x   1.00000982  =   0.99996866
 AH8976!UTM  15      -   0.99995884  x   0.99960672  =   0.99956558
 AH8976
 AH8976:                Primary Azimuth Mark                     Grid Az
 AH8976:SPC MN C     -  3006 G                                   090 47 05.1
 AH8976:UTM  15      -  3006 G                                   091 41 10.4
 AH8976
 AH8976|---------------------------------------------------------------------|
 AH8976| PID    Reference Object                     Distance      Geod. Az  |
 AH8976|                                                           dddmmss.s |
 AH8976| AH8977 3006 G                              APPROX. 1.0 KM 0912820.3 |
 AH8976|---------------------------------------------------------------------|
 AH8976
 AH8976                          SUPERSEDED SURVEY CONTROL
 AH8976
 AH8976  NAVD 88 (10/16/09)  290.87   (m)          954.3    (f) LEVELING    3  
 AH8976
 AH8976.Superseded values are not recommended for survey control.
 AH8976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8976.See file dsdata.txt to determine how the superseded data were derived.
 AH8976
 AH8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7662946615(NAD 83)
 AH8976
 AH8976_MARKER: DV = VERTICAL CONTROL DISK
 AH8976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8976_STAMPING: 3006 F 1992
 AH8976_MARK LOGO: MNDT  
 AH8976_PROJECTION: RECESSED 20 CENTIMETERS
 AH8976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8976+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH8976_ROD/PIPE-DEPTH: 18.3 meters
 AH8976
 AH8976  HISTORY     - Date     Condition        Report By
 AH8976  HISTORY     - 1992     MONUMENTED       MNDT
 AH8976  HISTORY     - 20040731 GOOD             USPSQD
 AH8976  HISTORY     - 20070424 GOOD             MNDT
 AH8976  HISTORY     - 20080630 GOOD             MNDT
 AH8976  HISTORY     - 20081015 GOOD             MNDT
 AH8976
 AH8976                          STATION DESCRIPTION
 AH8976
 AH8976'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8976'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST OF THE CITY OF
 AH8976'CAMBRIDGE, 4.5 MI (7.2 KM) EAST OF THE JCT OF TH 47 AND TH 95 IN PINE
 AH8976'BROOK, 4.0 MILES (6.4 KM) WEST ALONG TH 95 FROM THE JCT OF TH 95 AND
 AH8976'OLD TH 65, 1.15 MI (1.85 KM) SE AND EAST OF TH 95 BRDG OVER THE RUM
 AH8976'RIVER, 66 FT (20.1 M) SOUTH OF TH 95 AT MP 38.05, 32 FT (9.8 M) EAST
 AH8976'OF A FARM DRIVEWAY, 134.5 FT (41.0 M) ESE OF MILEPOST 38 SIGN POST,
 AH8976'60.0 FT (18.3 M) ENE OF TEL CABLE PEDESTAL NO 222, 7.1 FT (2.2 M) WEST
 AH8976'OF A WITNESS POST AND 0.4 FT (12.2 CM) BELOW GROUND LEVEL.
 AH8976
 AH8976                          STATION RECOVERY (2004)
 AH8976
 AH8976'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8976'RECOVERED IN GOOD CONDITION.
 AH8976
 AH8976                          STATION RECOVERY (2007)
 AH8976
 AH8976'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8976'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF BRADFORD,
 AH8976'4.0 MI (6.4 KM) SOUTH OF SPRINGVALE AND 3.7 MI (6.0 KM) WEST OF
 AH8976'CAMBRIDGE, 4.5 MI (7.2 KM) EAST OF THE JUNCTION OF TRUNK HIGHWAY 47
 AH8976'AND TRUNK HIGHWAY 95 IN OF PINE BROOK, 1.15 MI (1.9 KM) SOUTHEAST AND
 AH8976'EAST OF TRUNK HIGHWAY 95 BRIDGE OVER RUM RIVER, 66 FT (20.1 M) SOUTH
 AH8976'OF TRUNK HIGHWAY 95, 32 FT (9.8 M) EAST OF FARM DRIVEWAY, 134.5 FT
 AH8976'(41.0 M) EAST-SOUTHEAST OF MILEPOST 38, 60 FT (18.3 M) EAST-NORTHEAST
 AH8976'OF TELEPHONE CABLE PEDESTAL 222, 1.2 FT (0.4 M) WEST OF ITS WITNESS
 AH8976'POST.
 AH8976
 AH8976                          STATION RECOVERY (2008)
 AH8976
 AH8976'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8976'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTHEAST OF BRADFORD,
 AH8976'4.0 MI (6.4 KM) SOUTH OF SPRINGVALE AND 3.7 MI (6.0 KM) WEST OF
 AH8976'CAMBRIDGE.
 AH8976' 
 AH8976'TO REACH TO THE MARK GO 4.5 MI (7.2 KM) EAST OF THE JUNCTION OF TRUNK
 AH8976'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN OF PINE BROOK, 1.15 MI (1.9 KM)
 AH8976'SOUTHEAST AND EAST OF TRUNK HIGHWAY 95 BRIDGE OVER RUM RIVER, 66 FT
 AH8976'(20.1 M) SOUTH OF TRUNK HIGHWAY 95, 32 FT (9.8 M) EAST OF FARM
 AH8976'DRIVEWAY, 134.5 FT (41.0 M) EAST-SOUTHEAST OF MILEPOST 38, 60 FT (18.3
 AH8976'M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NUMBER 222, 1.2 FT (0.4
 AH8976'M) WEST OF A WITNESS POST.
 AH8976
 AH8976                          STATION RECOVERY (2008)
 AH8976
 AH8976'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8976'3.5 MILES WEST OF CAMBRIDGE, 4.5 MILES EAST OF JUNCTION OF TRUNK
 AH8976'HIGHWAY 47 AND TRUNK HIGHWAY 95 IN OF PINE BROOK, 1.15 MILES SOUTHEAST
 AH8976'AND EAST OF TRUNK HIGHWAY 95 BRIDGE OVER RUM RIVER, 66 FEET SOUTH OF
 AH8976'TRUNK HIGHWAY 95, 32 FEET EAST OF FARM DRIVEWAY, 134.5 FEET
 AH8976'EAST-SOUTHEAST OF MILEPOST 38, 60 FEET EAST-NORTHEAST OF TELEPHONE
 AH8976'CABLE PEDESTAL NUMBER 222, 1.2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8977 ***********************************************************************
 AH8977  DESIGNATION -  3006 G
 AH8977  PID         -  AH8977
 AH8977  STATE/COUNTY-  MN/ISANTI
 AH8977  COUNTRY     -  US
 AH8977  USGS QUAD   -  BRADFORD (1961)
 AH8977
 AH8977                         *CURRENT SURVEY CONTROL
 AH8977  ______________________________________________________________________
 AH8977* NAD 83(2007) POSITION- 45 34 20.82219(N) 093 17 11.30681(W)   ADJUSTED  
 AH8977* NAD 83(2007) ELLIP HT-   255.890 (meters)        (10/16/09)   ADJUSTED
 AH8977* NAD 83(2007) EPOCH   -  2002.00
 AH8977* NAVD 88 ORTHO HEIGHT -   284.246  (meters)     932.56  (feet) ADJUSTED  
 AH8977  ______________________________________________________________________
 AH8977  NAD 83(2007) X  -   -256,404.432 (meters)                     COMP
 AH8977  NAD 83(2007) Y  - -4,465,203.750 (meters)                     COMP
 AH8977  NAD 83(2007) Z  -  4,532,292.262 (meters)                     COMP
 AH8977  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC09
 AH8977  GEOID HEIGHT    -        -28.35  (meters)                     GEOID09
 AH8977  DYNAMIC HEIGHT  -        284.230 (meters)      932.51  (feet) COMP
 AH8977  MODELED GRAVITY -    980,552.0   (mgal)                       NAVD 88
 AH8977
 AH8977  HORZ ORDER      -  FIRST
 AH8977  VERT ORDER      -  SECOND    CLASS I
 AH8977  ELLP ORDER      -  THIRD     CLASS I
 AH8977
 AH8977.The horizontal coordinates were established by GPS observations
 AH8977.and adjusted by the MN DEPT OF TRANSP in October 2009.
 AH8977
 AH8977.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8977.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8977
 AH8977.The horizontal coordinates are valid at the epoch date displayed above
 AH8977.which is a decimal equivalence of Year/Month/Day.
 AH8977
 AH8977.The orthometric height was determined by differential leveling and
 AH8977.adjusted in May 2000.
 AH8977
 AH8977.Photographs are available for this station.
 AH8977
 AH8977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8977
 AH8977.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8977
 AH8977.The ellipsoidal height was determined by GPS observations
 AH8977.and is referenced to NAD 83.
 AH8977
 AH8977.The dynamic height is computed by dividing the NAVD 88
 AH8977.geopotential number by the normal gravity value computed on the
 AH8977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8977.degrees latitude (g = 980.6199 gals.).
 AH8977
 AH8977.The modeled gravity was interpolated from observed gravity values.
 AH8977
 AH8977. The following values were computed from the NAD 83(2007) position.
 AH8977
 AH8977;                    North         East     Units Scale Factor Converg.
 AH8977;SPC MN C     -   164,083.977   875,209.561   MT  1.00000987   +0 41 49.2
 AH8977;SPC MN C     -   538,332.18  2,871,416.70   sFT  1.00000987   +0 41 49.2
 AH8977;UTM  15      - 5,046,585.514   477,647.418   MT  0.99960614   -0 12 16.5
 AH8977
 AH8977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8977!SPC MN C     -   0.99995988  x   1.00000987  =   0.99996975
 AH8977!UTM  15      -   0.99995988  x   0.99960614  =   0.99956604
 AH8977
 AH8977:                Primary Azimuth Mark                     Grid Az
 AH8977:SPC MN C     -  3006 F                                   270 47 04.7
 AH8977:UTM  15      -  3006 F                                   271 41 10.4
 AH8977
 AH8977|---------------------------------------------------------------------|
 AH8977| PID    Reference Object                     Distance      Geod. Az  |
 AH8977|                                                           dddmmss.s |
 AH8977| AH8976 3006 F                              APPROX. 1.0 KM 2712853.9 |
 AH8977|---------------------------------------------------------------------|
 AH8977
 AH8977                          SUPERSEDED SURVEY CONTROL
 AH8977
 AH8977  NAVD 88 (10/16/09)  284.25   (m)          932.6    (f) LEVELING    3  
 AH8977
 AH8977.Superseded values are not recommended for survey control.
 AH8977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8977.See file dsdata.txt to determine how the superseded data were derived.
 AH8977
 AH8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7764746585(NAD 83)
 AH8977
 AH8977_MARKER: DV = VERTICAL CONTROL DISK
 AH8977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8977_STAMPING: 3006 G 1992
 AH8977_MARK LOGO: MNDT  
 AH8977_PROJECTION: RECESSED 5 CENTIMETERS
 AH8977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8977+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH8977_ROD/PIPE-DEPTH: 19.8 meters
 AH8977
 AH8977  HISTORY     - Date     Condition        Report By
 AH8977  HISTORY     - 1992     MONUMENTED       MNDT
 AH8977  HISTORY     - 20040731 GOOD             USPSQD
 AH8977  HISTORY     - 20070424 GOOD             MNDT
 AH8977  HISTORY     - 20080624 GOOD             MNDT
 AH8977  HISTORY     - 20081015 GOOD             MNDT
 AH8977
 AH8977                          STATION DESCRIPTION
 AH8977
 AH8977'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8977'THE MARK IS LOCATED ABOUT 3.0 MILES (4.8 KM) WEST OF THE CITY OF
 AH8977'CAMBRIDGE 2.45 MI (3.94 KM) WEST OF THE TH 95 BRDG OVER THE RUM RIVER
 AH8977'AT THE WEST EDGE OF CAMBRIDGE, AT THE JCT OF TH 95 AND CO RD 10 SOUTH,
 AH8977'99.0 FT (30.2 M) SOUTH OF TH 95, AT TH 95 MP 38.1, 97.5 FT (29.7 M)
 AH8977'WEST OF CO RD 10 (PALM ST NW), 35.8 FT (10.9 M) WSW OF P-POLE NO 74
 AH8977'WITH A GUY WIRE, 44.6 FT (13.6 M) SE OF A R/W POST, 4.2 FT (1.3 M)
 AH8977'EAST OF A WITNESS POST AND IS 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
 AH8977
 AH8977                          STATION RECOVERY (2004)
 AH8977
 AH8977'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCH)
 AH8977'RECOVERED IN GOOD CONDITION.
 AH8977
 AH8977                          STATION RECOVERY (2007)
 AH8977
 AH8977'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8977'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF BRADFORD,
 AH8977'4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF SPRINGVALE AND 3.0 MI (4.8 KM) WEST
 AH8977'OF CAMBRIDGE, 2.45 MI (3.9 KM) WEST OF TRUNK HIGHWAY 95 BRIDGE OVER
 AH8977'RUM RIVER AT WEST EDGE OF CAMBRIDGE, AT THE JUNCTION OF TRUNK HIGHWAY
 AH8977'95 AND COUNTY ROAD 10 SOUTH, AT TRUNK HIGHWAY 95 MILE POINT 38.1, 99
 AH8977'FT (30.2 M) SOUTH OF TRUNK HIGHWAY 95, 97.5 FT (29.7 M) WEST OF COUNTY
 AH8977'ROAD 10 (PALM STREET NORTHWEST), 28.6 FT (8.7 M) SOUTHEAST OF HIGH
 AH8977'TENSION POWER POLE NUMBER 250, 225 FT (68.6 M) SOUTHWEST OF TELEPHONE
 AH8977'CABLE BOX NUMBER SPIRE, 4.2 FT (1.3 M) EAST OF A WITNESS POST.
 AH8977
 AH8977                          STATION RECOVERY (2008)
 AH8977
 AH8977'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8977'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) NORTHEAST OF BRADFORD,
 AH8977'4.1 MI (6.6 KM) SOUTH-SOUTHEAST OF SPRINGVALE AND 3.0 MI (4.8 KM) WEST
 AH8977'OF CAMBRIDGE.
 AH8977' 
 AH8977'TO REACH TO THE MARK GO 2.45 MI (3.9 KM) WEST OF TRUNK HIGHWAY 95
 AH8977'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, AT THE JUNCTION OF
 AH8977'TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, AT TRUNK HIGHWAY 95 MILE
 AH8977'POINT 38.1, 99 FT (30.2 M) SOUTH OF TRUNK HIGHWAY 95, 97.5 FT (29.7 M)
 AH8977'WEST OF COUNTY ROAD 10 (PALM STREET NORTHWEST), 28.6 FT (8.7 M)
 AH8977'SOUTHEAST OF HIGH TENSION POWER POLE NUMBER 250, 225 FT (68.6 M)
 AH8977'SOUTHWEST OF TELEPHONE CABLE BOX NUMBER SPIRE, 4.2 FT (1.3 M) EAST OF
 AH8977'A WITNESS POST, 3.0 FT (0.9 M) NORTHEAST WOODEN POST.
 AH8977
 AH8977                          STATION RECOVERY (2008)
 AH8977
 AH8977'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8977'3.0 MILES WEST OF CAMBRIDGE, 2.45 MILES WEST OF TRUNK HIGHWAY 95
 AH8977'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, AT JUNCTION OF TRUNK
 AH8977'HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, AT TRUNK HIGHWAY 95 MILEPOINT
 AH8977'38.1, 99 FEET SOUTH OF TRUNK HIGHWAY 95, 97.5 FEET WEST OF COUNTY ROAD
 AH8977'10 (PALM STREET NORTHWEST), 28.6 FEET SOUTHEAST OF HIGH TENSION POWER
 AH8977'POLE NUMBER 250, 225 FEET SOUTHWEST OF TELEPHONE CABLE BOX NUMBER SP,
 AH8977'4.2 FEET EAST OF WITNESS POST, 3.0 FEET NORTHEAST WOODEN POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8173 ***********************************************************************
 DK8173  DESIGNATION -  3006 G 1
 DK8173  PID         -  DK8173
 DK8173  STATE/COUNTY-  MN/ISANTI
 DK8173  COUNTRY     -  US
 DK8173  USGS QUAD   -  BRADFORD (1961)
 DK8173
 DK8173                         *CURRENT SURVEY CONTROL
 DK8173  ______________________________________________________________________
 DK8173* NAD 83(1986) POSITION- 45 33 57.21   (N) 093 16 24.72   (W)   HD_HELD1  
 DK8173* NAVD 88 ORTHO HEIGHT -   290.291  (meters)     952.40  (feet) ADJUSTED  
 DK8173  ______________________________________________________________________
 DK8173  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 DK8173  DYNAMIC HEIGHT  -        290.274 (meters)      952.34  (feet) COMP
 DK8173  MODELED GRAVITY -    980,550.9   (mgal)                       NAVD 88
 DK8173
 DK8173  VERT ORDER      -  SECOND    CLASS I
 DK8173
 DK8173.The horizontal coordinates were established by differentially corrected
 DK8173.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8173.
 DK8173.The orthometric height was determined by differential leveling and
 DK8173.adjusted in May 2009.
 DK8173
 DK8173.The dynamic height is computed by dividing the NAVD 88
 DK8173.geopotential number by the normal gravity value computed on the
 DK8173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8173.degrees latitude (g = 980.6199 gals.).
 DK8173
 DK8173.The modeled gravity was interpolated from observed gravity values.
 DK8173
 DK8173;                    North         East    Units  Estimated Accuracy
 DK8173;SPC MN C     -   163,367.4     876,228.6     MT  (+/- 3 meters HH1 GPS) 
 DK8173
 DK8173                          SUPERSEDED SURVEY CONTROL
 DK8173
 DK8173.No superseded survey control is available for this station.
 DK8173
 DK8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7865445853(NAD 83)
 DK8173
 DK8173_MARKER: DD = SURVEY DISK
 DK8173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8173_STAMPING: 3006 G 1 2007
 DK8173_MARK LOGO: MNDT  
 DK8173_PROJECTION: FLUSH
 DK8173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8173+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2007
 DK8173_ROD/PIPE-DEPTH: 15.2 meters
 DK8173
 DK8173  HISTORY     - Date     Condition        Report By
 DK8173  HISTORY     - 20070401 MONUMENTED       MNDT
 DK8173
 DK8173                          STATION DESCRIPTION
 DK8173
 DK8173'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK8173'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) NORTH-NORTHWEST OF
 DK8173'ISANTI, 4.7 MI (7.6 KM) SOUTH-SOUTHEAST OF SPRINGVALE AND 2.4 MI (3.9
 DK8173'KM) WEST-SOUTHWEST OF CAMBRIDGE, 2.45 MI (3.9 KM) WEST OF TRUNK
 DK8173'HIGHWAY 95 BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE TO TRUNK
 DK8173'HIGHWAY 95 MILE POINT 38.1, THENCE 0.45 MI (0.7 KM) SOUTH ALONG COUNTY
 DK8173'ROAD 10, THENCE 0.6 MI (1.0 KM) EAST ON 329TH AVENUE, 35.5 FT (10.8 M)
 DK8173'NORTH OF 329TH AVENUE NORTHWEST, 16.0 FT (4.9 M) WEST OF ENTRANCE, 2.0
 DK8173'FT (0.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8978 ***********************************************************************
 AH8978  DESIGNATION -  3006 H
 AH8978  PID         -  AH8978
 AH8978  STATE/COUNTY-  MN/ISANTI
 AH8978  COUNTRY     -  US
 AH8978  USGS QUAD   -  BRADFORD (1961)
 AH8978
 AH8978                         *CURRENT SURVEY CONTROL
 AH8978  ______________________________________________________________________
 AH8978* NAD 83(1986) POSITION- 45 34 22.82   (N) 093 16 14.85   (W)   HD_HELD1  
 AH8978* NAVD 88 ORTHO HEIGHT -   283.972  (meters)     931.66  (feet) ADJUSTED  
 AH8978  ______________________________________________________________________
 AH8978  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 AH8978  DYNAMIC HEIGHT  -        283.955 (meters)      931.61  (feet) COMP
 AH8978  MODELED GRAVITY -    980,550.1   (mgal)                       NAVD 88
 AH8978
 AH8978  VERT ORDER      -  SECOND    CLASS I
 AH8978
 AH8978.The horizontal coordinates were established by differentially corrected
 AH8978.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8978.
 AH8978.The orthometric height was determined by differential leveling and
 AH8978.adjusted in May 2000.
 AH8978
 AH8978.Photographs are available for this station.
 AH8978
 AH8978.The dynamic height is computed by dividing the NAVD 88
 AH8978.geopotential number by the normal gravity value computed on the
 AH8978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8978.degrees latitude (g = 980.6199 gals.).
 AH8978
 AH8978.The modeled gravity was interpolated from observed gravity values.
 AH8978
 AH8978;                    North         East    Units  Estimated Accuracy
 AH8978;SPC MN C     -   164,160.7     876,432.9     MT  (+/- 3 meters HH1 GPS) 
 AH8978
 AH8978                          SUPERSEDED SURVEY CONTROL
 AH8978
 AH8978.No superseded survey control is available for this station.
 AH8978
 AH8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7887146642(NAD 83)
 AH8978
 AH8978_MARKER: DV = VERTICAL CONTROL DISK
 AH8978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8978_STAMPING: 3006 H 1992
 AH8978_MARK LOGO: MNDT  
 AH8978_PROJECTION: RECESSED 5 CENTIMETERS
 AH8978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8978+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 AH8978_ROD/PIPE-DEPTH: 19.8 meters
 AH8978
 AH8978  HISTORY     - Date     Condition        Report By
 AH8978  HISTORY     - 1992     MONUMENTED       MNDT
 AH8978  HISTORY     - 20070424 GOOD             MNDT
 AH8978  HISTORY     - 20080624 GOOD             MNDT
 AH8978
 AH8978                          STATION DESCRIPTION
 AH8978
 AH8978'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8978'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) WEST OF THE CITY OF
 AH8978'CAMBRIDGE, 1.7 MI (2.7 KM) WEST OF THE TH 95 BRDG OVER THE RUM RIVER
 AH8978'AT THE WEST EDGE OF CAMBRIDGE, 0.75 MI (1.21 KM) EAST OF THE JCT OF TH
 AH8978'95 AND CO RD 10 SOUTH, AT THE JCT OF TH 95 AND MOON LAKE RD NW, 64 FT
 AH8978'(19.5 M) NORTH OF TH 95, AT TH 95 MP 39.4, 42.5 FT (13.0 M) SE OF MOON
 AH8978'LAKE RD NW, 2.7 FT (0.8 M) SE OF A P-POLE, 1.5 FT (0.5 M) SOUTH OF A
 AH8978'WITNESS POST AND 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
 AH8978
 AH8978                          STATION RECOVERY (2007)
 AH8978
 AH8978'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8978'THE MARK IS LOCATED 2.25 MILES WEST OF CAMBRIDGE, 1.7 MILES WEST OF
 AH8978'TRUNK HIGHWAY 95 BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, 0.75
 AH8978'MILES EAST OF JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH,
 AH8978'AT JUNCTION OF TRUNK HIGHWAY 95 AND MOON LAKE ROAD NORTHWEST, AT TRUNK
 AH8978'HIGHWAY 95 MILE POINT 39.4, 64 FEET NORTH OF TRUNK HIGHWAY 95, 42.5
 AH8978'FEET SOUTHEAST OF MOON LAKE ROAD NORTHWEST, 2.7 FEET SOUTHEAST OF
 AH8978'POWER POLE NUMBER OP261, 0.3 FEET SOUTH OF WITNESS POST.
 AH8978
 AH8978                          STATION RECOVERY (2008)
 AH8978
 AH8978'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8978'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH OF ISANTI, 4.4 MI
 AH8978'(7.1 KM) SOUTH-SOUTHEAST OF SPRINGVALE AND 2.2 MI (3.5 KM) WEST OF
 AH8978'CAMBRIDGE.
 AH8978' 
 AH8978'TO REACH TO THE MARK GO 1.7 MI (2.7 KM) WEST OF TRUNK HIGHWAY 95
 AH8978'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, 0.75 MI (1.2 KM) EAST
 AH8978'OF THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, AT THE
 AH8978'JUNCTION OF TRUNK HIGHWAY 95 AND MOON LAKE ROAD NORTHWEST, AT TRUNK
 AH8978'HIGHWAY 95 MILE POINT 39.4, 64 FT (19.5 M) NORTH OF TRUNK HIGHWAY 95,
 AH8978'42.5 FT (13.0 M) SOUTHEAST OF MOON LAKE ROAD NORTHWEST, 2.7 FT (0.8 M)
 AH8978'SOUTHEAST OF POWER POLE NUMBER OP261, 0.3 FT (0.1 M) SOUTH OF A
 AH8978'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8979 ***********************************************************************
 AH8979  DESIGNATION -  3006 J
 AH8979  PID         -  AH8979
 AH8979  STATE/COUNTY-  MN/ISANTI
 AH8979  COUNTRY     -  US
 AH8979  USGS QUAD   -  BRADFORD (1961)
 AH8979
 AH8979                         *CURRENT SURVEY CONTROL
 AH8979  ______________________________________________________________________
 AH8979* NAD 83(1986) POSITION- 45 34 21.67   (N) 093 15 34.08   (W)   HD_HELD1  
 AH8979* NAVD 88 ORTHO HEIGHT -   286.931  (meters)     941.37  (feet) ADJUSTED  
 AH8979  ______________________________________________________________________
 AH8979  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 AH8979  DYNAMIC HEIGHT  -        286.914 (meters)      941.32  (feet) COMP
 AH8979  MODELED GRAVITY -    980,549.8   (mgal)                       NAVD 88
 AH8979
 AH8979  VERT ORDER      -  SECOND    CLASS I
 AH8979
 AH8979.The horizontal coordinates were established by differentially corrected
 AH8979.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8979.
 AH8979.The orthometric height was determined by differential leveling and
 AH8979.adjusted in May 2000.
 AH8979
 AH8979.Photographs are available for this station.
 AH8979
 AH8979.The dynamic height is computed by dividing the NAVD 88
 AH8979.geopotential number by the normal gravity value computed on the
 AH8979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8979.degrees latitude (g = 980.6199 gals.).
 AH8979
 AH8979.The modeled gravity was interpolated from observed gravity values.
 AH8979
 AH8979;                    North         East    Units  Estimated Accuracy
 AH8979;SPC MN C     -   164,136.2     877,317.2     MT  (+/- 3 meters HH1 GPS) 
 AH8979
 AH8979                          SUPERSEDED SURVEY CONTROL
 AH8979
 AH8979.No superseded survey control is available for this station.
 AH8979
 AH8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7975446604(NAD 83)
 AH8979
 AH8979_MARKER: DV = VERTICAL CONTROL DISK
 AH8979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8979_STAMPING: 3006 J 1992
 AH8979_MARK LOGO: MNDT  
 AH8979_PROJECTION: FLUSH
 AH8979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8979+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH8979_ROD/PIPE-DEPTH: 12.2 meters
 AH8979
 AH8979  HISTORY     - Date     Condition        Report By
 AH8979  HISTORY     - 1992     MONUMENTED       MNDT
 AH8979  HISTORY     - 20070424 GOOD             MNDT
 AH8979  HISTORY     - 20080621 GOOD             MNDT
 AH8979  HISTORY     - 20081015 GOOD             MNDT
 AH8979
 AH8979                          STATION DESCRIPTION
 AH8979
 AH8979'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8979'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) WEST OF THE CITY OF
 AH8979'CAMBRIDGE, 1.15 MI (1.85 KM) WEST OF TH 95 BRDG OVER THE RUM RIVER AT
 AH8979'THE WEST EDGE OF CAMBRIDGE, 1.3 MI (2.1 KM) EAST OF JCT OF TH 95 AND
 AH8979'CO RD 10 SOUTH, 82 FT (25.0 M) SOUTH OF TH 95, AT TH 95 MP 39.95,
 AH8979'138.9 FT (42.3 M) WSW OF MILEPOST 40 SIGN POST, 1.6 FT (0.5 M) NORTH
 AH8979'OF A P-POLE, 1.5 FT (0.5 M) NNE OF A WITNESS POST AND 0.1 FT (3.0 CM)
 AH8979'BELOW GROUND LEVEL.
 AH8979
 AH8979                          STATION RECOVERY (2007)
 AH8979
 AH8979'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8979'1.75 MILES WEST OF CAMBRIDGE, 1.15 MILES WEST OF TRUNK HIGHWAY 95
 AH8979'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, 1.3 MILES EAST OF
 AH8979'JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, AT TRUNK
 AH8979'HIGHWAY 95 MILE POINT 39.95, 82 FEET SOUTH OF TRUNK HIGHWAY 95, 138.9
 AH8979'FEET WEST-SOUTHWEST OF MILEPOST 40, 1.5 FEET NORTH-NORTHEAST OF
 AH8979'WITNESS POST.
 AH8979
 AH8979                          STATION RECOVERY (2008)
 AH8979
 AH8979'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8979'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF ISANTI, 4.6 MI
 AH8979'(7.4 KM) SOUTH-SOUTHEAST OF SPRINGVALE AND 1.7 MI (2.7 KM) WEST OF
 AH8979'CAMBRIDGE.
 AH8979' 
 AH8979'TO REACH TO THE MARK GO 1.15 MI (1.9 KM) WEST OF TRUNK HIGHWAY 95
 AH8979'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, 1.3 MI (2.1 KM) EAST
 AH8979'OF THE JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, AT TRUNK
 AH8979'HIGHWAY 95 MILE POINT 39.95, 82 FT (25.0 M) SOUTH OF TRUNK HIGHWAY 95,
 AH8979'138.9 FT (42.3 M) WEST-SOUTHWEST OF MILEPOST 40, 1.5 FT (0.5 M)
 AH8979'NORTH-NORTHEAST OF A WITNESS POST, ACROSS FROM THE DRIVEWAY NUMBER
 AH8979'442.
 AH8979
 AH8979                          STATION RECOVERY (2008)
 AH8979
 AH8979'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH8979'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH8979'THE MARK IS 1.75 MILES WEST OF CAMBRIDGE, 1.15 MILES WEST OF TRUNK
 AH8979'HIGHWAY 95 BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, 1.3 MILES
 AH8979'EAST OF JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, AT
 AH8979'TRUNK HIGHWAY 95 MILEPOINT 39.95, 82 FEET SOUTH OF TRUNK HIGHWAY 95,
 AH8979'138.9 FEET WEST-SOUTHWEST OF MILEPOST 40, 1.5 FEET NORTH-NORTHEAST OF
 AH8979'WITNESS POST, ACROSS FROM THE DRIVEWAY NUMBER 442.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8980 ***********************************************************************
 AH8980  DESIGNATION -  3006 K
 AH8980  PID         -  AH8980
 AH8980  STATE/COUNTY-  MN/ISANTI
 AH8980  COUNTRY     -  US
 AH8980  USGS QUAD   -  CAMBRIDGE (1983)
 AH8980
 AH8980                         *CURRENT SURVEY CONTROL
 AH8980  ______________________________________________________________________
 AH8980* NAD 83(1986) POSITION- 45 34 23.07   (N) 093 14 43.67   (W)   HD_HELD1  
 AH8980* NAVD 88 ORTHO HEIGHT -   287.038  (meters)     941.72  (feet) ADJUSTED  
 AH8980  ______________________________________________________________________
 AH8980  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 AH8980  DYNAMIC HEIGHT  -        287.022 (meters)      941.67  (feet) COMP
 AH8980  MODELED GRAVITY -    980,550.3   (mgal)                       NAVD 88
 AH8980
 AH8980  VERT ORDER      -  SECOND    CLASS I
 AH8980
 AH8980.The horizontal coordinates were established by differentially corrected
 AH8980.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8980.
 AH8980.The orthometric height was determined by differential leveling and
 AH8980.adjusted in May 2000.
 AH8980
 AH8980.Photographs are available for this station.
 AH8980
 AH8980.The dynamic height is computed by dividing the NAVD 88
 AH8980.geopotential number by the normal gravity value computed on the
 AH8980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8980.degrees latitude (g = 980.6199 gals.).
 AH8980
 AH8980.The modeled gravity was interpolated from observed gravity values.
 AH8980
 AH8980;                    North         East    Units  Estimated Accuracy
 AH8980;SPC MN C     -   164,193.1     878,409.6     MT  (+/- 3 meters HH1 GPS) 
 AH8980
 AH8980                          SUPERSEDED SURVEY CONTROL
 AH8980
 AH8980.No superseded survey control is available for this station.
 AH8980
 AH8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8084746644(NAD 83)
 AH8980
 AH8980_MARKER: DV = VERTICAL CONTROL DISK
 AH8980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8980_STAMPING: 3006 K 1992
 AH8980_MARK LOGO: MNDT  
 AH8980_PROJECTION: RECESSED 5 CENTIMETERS
 AH8980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8980+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 AH8980_ROD/PIPE-DEPTH: 16.8 meters
 AH8980
 AH8980  HISTORY     - Date     Condition        Report By
 AH8980  HISTORY     - 1992     MONUMENTED       MNDT
 AH8980  HISTORY     - 20040915 GOOD             MNDT
 AH8980  HISTORY     - 20050430 GOOD             USPSQD
 AH8980  HISTORY     - 20070424 GOOD             MNDT
 AH8980  HISTORY     - 20080624 GOOD             MNDT
 AH8980
 AH8980                          STATION DESCRIPTION
 AH8980
 AH8980'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8980'THE MARK IS LOCATED ABOUT 1.0 MILES (1.6 KM) WEST OF THE CITY OF
 AH8980'CAMBRIDGE, 0.5 MI (0.8 KM) WEST OF THE TH 95 BRDG OVER THE RUM RIVER
 AH8980'AT THE WEST EDGE OF CAMBRIDGE, AT THE JCT OF TH 95 AND CO RD 14 NORTH,
 AH8980'137.5 FT (41.9 M) NORTH OF TH 95, AT TH 95 MP 40.65, 40.0 FT (12.2 M)
 AH8980'WEST OF CO RD 14 (POLK ST NE), 74.5 FT (22.7 M) NORTH OF 333RD AVE NE,
 AH8980'2.1 FT (0.6 M) SOUTH OF A P-POLE, 1.2 FT (0.4 M) SOUTH OF A WITNESS
 AH8980'POST AND 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 AH8980
 AH8980                          STATION RECOVERY (2004)
 AH8980
 AH8980'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH8980'1.0 MILES WEST OF CAMBRIDGE, 0.5 MILES WEST OF TRUNK HIGHWAY 95 BRIDGE
 AH8980'OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, AT JUNCTION OF TRUNK HIGHWAY
 AH8980'95 AND COUNTY ROAD 14 NORTH, AT TRUNK HIGHWAY 95 MILEPOINT 40.65,
 AH8980'137.5 FEET NORTH OF TRUNK HIGHWAY 95, 40 FEET WEST OF COUNTY ROAD 14
 AH8980'(POLK STREET NORTHEAST), 74.5 FEET NORTH OF 333RD AVENUE NORTHEST, 2.1
 AH8980'FEET SOUTH OF POWER POLE, 1.2 FEET SOUTH OF WITNESS POST
 AH8980
 AH8980                          STATION RECOVERY (2005)
 AH8980
 AH8980'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH8980'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 AH8980
 AH8980                          STATION RECOVERY (2007)
 AH8980
 AH8980'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8980'RECOVERED AS DESCRIBED.
 AH8980
 AH8980                          STATION RECOVERY (2008)
 AH8980
 AH8980'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8980'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH OF ISANTI, 5.0 MI
 AH8980'(8.0 KM) SOUTHEAST OF SPRINGVALE AND 1.0 MI (1.6 KM) WEST OF
 AH8980'CAMBRIDGE.
 AH8980' 
 AH8980'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) WEST OF TRUNK HIGHWAY 95
 AH8980'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, AT THE JUNCTION OF
 AH8980'TRUNK HIGHWAY 95 AND COUNTY ROAD 14 NORTH, AT TRUNK HIGHWAY 95 MILE
 AH8980'POINT 40.65, 137.5 FT (41.9 M) NORTH OF TRUNK HIGHWAY 95, 40 FT (12.2
 AH8980'M) WEST OF COUNTY ROAD 14 (POLK STREET NORTHEAST), 74.5 FT (22.7 M)
 AH8980'NORTH OF 333RD AVENUE NORTHEAST, 2.1 FT (0.6 M) SOUTH OF POWER POLE,
 AH8980'1.2 FT (0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4894 ***********************************************************************
 DM4894  DESIGNATION -  3006 L
 DM4894  PID         -  DM4894
 DM4894  STATE/COUNTY-  MN/ISANTI
 DM4894  COUNTRY     -  US
 DM4894  USGS QUAD   -  CAMBRIDGE (1983)
 DM4894
 DM4894                         *CURRENT SURVEY CONTROL
 DM4894  ______________________________________________________________________
 DM4894* NAD 83(1986) POSITION- 45 34 21.1    (N) 093 12 37.3    (W)   HD_HELD2  
 DM4894* NAVD 88 ORTHO HEIGHT -   302.233  (meters)     991.58  (feet) ADJUSTED  
 DM4894  ______________________________________________________________________
 DM4894  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DM4894  DYNAMIC HEIGHT  -        302.215 (meters)      991.52  (feet) COMP
 DM4894  MODELED GRAVITY -    980,548.5   (mgal)                       NAVD 88
 DM4894
 DM4894  VERT ORDER      -  SECOND    CLASS I
 DM4894
 DM4894.The horizontal coordinates were established by autonomous hand held GPS
 DM4894.observations and have an estimated accuracy of +/- 10 meters.
 DM4894.
 DM4894.The orthometric height was determined by differential leveling and
 DM4894.adjusted in February 2011.
 DM4894
 DM4894.The dynamic height is computed by dividing the NAVD 88
 DM4894.geopotential number by the normal gravity value computed on the
 DM4894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4894.degrees latitude (g = 980.6199 gals.).
 DM4894
 DM4894.The modeled gravity was interpolated from observed gravity values.
 DM4894
 DM4894;                    North         East    Units  Estimated Accuracy
 DM4894;SPC MN C     -   164,168.      881,150.      MT  (+/- 10 meters HH2 GPS)
 DM4894
 DM4894                          SUPERSEDED SURVEY CONTROL
 DM4894
 DM4894.No superseded survey control is available for this station.
 DM4894
 DM4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8358646575(NAD 83)
 DM4894
 DM4894_MARKER: DV = VERTICAL CONTROL DISK
 DM4894_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4894_SP_SET: BRIDGE RAILING
 DM4894_STAMPING: 3006 L 2008
 DM4894_MARK LOGO: MNDT  
 DM4894_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4894+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DM4894
 DM4894  HISTORY     - Date     Condition        Report By
 DM4894  HISTORY     - 1992     MONUMENTED       MNDT
 DM4894  HISTORY     - 20081216 GOOD             MNDT
 DM4894  HISTORY     - 20100511 GOOD             MNDT
 DM4894
 DM4894                          STATION DESCRIPTION
 DM4894
 DM4894'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4894'THE MARK IS IN CAMBRIDGE, AT THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DM4894'TRUNK HIGHWAY 95, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 30003
 DM4894'(SOUTHBOUND TRUNK HIGHWAY 65 OVER TRUNK HIGHWAY 95), AT TRUNK HIGHWAY
 DM4894'65 MILE POINT 41.55.
 DM4894' 
 DM4894'IT IS 19.0 FT (5.8 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 65.
 DM4894' 
 DM4894'NOTE-DISK SET INBRIDGE WHEN BUILT IN 1992 THEN STAMPED WHEN USED IN
 DM4894'2008.
 DM4894
 DM4894                          STATION RECOVERY (2010)
 DM4894
 DM4894'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4894'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4893 ***********************************************************************
 DM4893  DESIGNATION -  3006 M
 DM4893  PID         -  DM4893
 DM4893  STATE/COUNTY-  MN/ISANTI
 DM4893  COUNTRY     -  US
 DM4893  USGS QUAD   -  CAMBRIDGE (1983)
 DM4893
 DM4893                         *CURRENT SURVEY CONTROL
 DM4893  ______________________________________________________________________
 DM4893* NAD 83(1986) POSITION- 45 34 21.1    (N) 093 12 35.8    (W)   HD_HELD2  
 DM4893* NAVD 88 ORTHO HEIGHT -   302.599  (meters)     992.78  (feet) ADJUSTED  
 DM4893  ______________________________________________________________________
 DM4893  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DM4893  DYNAMIC HEIGHT  -        302.581 (meters)      992.72  (feet) COMP
 DM4893  MODELED GRAVITY -    980,548.4   (mgal)                       NAVD 88
 DM4893
 DM4893  VERT ORDER      -  SECOND    CLASS I
 DM4893
 DM4893.The horizontal coordinates were established by autonomous hand held GPS
 DM4893.observations and have an estimated accuracy of +/- 10 meters.
 DM4893.
 DM4893.The orthometric height was determined by differential leveling and
 DM4893.adjusted in February 2011.
 DM4893
 DM4893.The dynamic height is computed by dividing the NAVD 88
 DM4893.geopotential number by the normal gravity value computed on the
 DM4893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4893.degrees latitude (g = 980.6199 gals.).
 DM4893
 DM4893.The modeled gravity was interpolated from observed gravity values.
 DM4893
 DM4893;                    North         East    Units  Estimated Accuracy
 DM4893;SPC MN C     -   164,168.      881,183.      MT  (+/- 10 meters HH2 GPS)
 DM4893
 DM4893                          SUPERSEDED SURVEY CONTROL
 DM4893
 DM4893.No superseded survey control is available for this station.
 DM4893
 DM4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8361846575(NAD 83)
 DM4893
 DM4893_MARKER: DV = VERTICAL CONTROL DISK
 DM4893_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4893_SP_SET: BRIDGE RAILING
 DM4893_STAMPING: 3006 M 2008
 DM4893_MARK LOGO: MNDT  
 DM4893_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4893+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DM4893
 DM4893  HISTORY     - Date     Condition        Report By
 DM4893  HISTORY     - 1992     MONUMENTED       MNDT
 DM4893  HISTORY     - 20091021 GOOD             MNDT
 DM4893  HISTORY     - 20100511 GOOD             MNDT
 DM4893
 DM4893                          STATION DESCRIPTION
 DM4893
 DM4893'DESCRIBED BY MN DEPT OF TRANSP 2009 (DAS)
 DM4893'THE MARK IS IN CAMBRIDGE, AT THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DM4893'TRUNK HIGHWAY 95, IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 30004
 DM4893'(NORTHBOUND TRUNK HIGHWAY 65 OVER TRUNK HIGHWAY 95), AT TRUNK HIGHWAY
 DM4893'65 MILE POINT 41.55.
 DM4893' 
 DM4893'IT IS 24.2 FT (7.4 M) EAST OF NORTHBOUND TRUNK HIGHWAY 65.
 DM4893' 
 DM4893'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1992 THEN STAMPED WHEN USED IN
 DM4893'2008.
 DM4893
 DM4893                          STATION RECOVERY (2010)
 DM4893
 DM4893'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4893'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4892 ***********************************************************************
 DM4892  DESIGNATION -  3007 E
 DM4892  PID         -  DM4892
 DM4892  STATE/COUNTY-  MN/ISANTI
 DM4892  COUNTRY     -  US
 DM4892  USGS QUAD   -  STARK (1983)
 DM4892
 DM4892                         *CURRENT SURVEY CONTROL
 DM4892  ______________________________________________________________________
 DM4892* NAD 83(1986) POSITION- 45 31 09.66   (N) 093 01 35.41   (W)   HD_HELD1  
 DM4892* NAVD 88 ORTHO HEIGHT -   279.039  (meters)     915.48  (feet) ADJUSTED  
 DM4892  ______________________________________________________________________
 DM4892  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 DM4892  DYNAMIC HEIGHT  -        279.024 (meters)      915.43  (feet) COMP
 DM4892  MODELED GRAVITY -    980,555.4   (mgal)                       NAVD 88
 DM4892
 DM4892  VERT ORDER      -  SECOND    CLASS I
 DM4892
 DM4892.The horizontal coordinates were established by differentially corrected
 DM4892.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4892.
 DM4892.The orthometric height was determined by differential leveling and
 DM4892.adjusted in February 2011.
 DM4892
 DM4892.Photographs are available for this station.
 DM4892
 DM4892.The dynamic height is computed by dividing the NAVD 88
 DM4892.geopotential number by the normal gravity value computed on the
 DM4892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4892.degrees latitude (g = 980.6199 gals.).
 DM4892
 DM4892.The modeled gravity was interpolated from observed gravity values.
 DM4892
 DM4892;                    North         East    Units  Estimated Accuracy
 DM4892;SPC MN C     -   158,463.0     895,591.8     MT  (+/- 3 meters HH1 GPS) 
 DM4892
 DM4892                          SUPERSEDED SURVEY CONTROL
 DM4892
 DM4892.No superseded survey control is available for this station.
 DM4892
 DM4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9793040646(NAD 83)
 DM4892
 DM4892_MARKER: DB = BENCH MARK DISK
 DM4892_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM4892_STAMPING: 3007 E 1967
 DM4892_MARK LOGO: MNHD  
 DM4892_PROJECTION: FLUSH
 DM4892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM4892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4892+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2009
 DM4892
 DM4892  HISTORY     - Date     Condition        Report By
 DM4892  HISTORY     - 1967     MONUMENTED       MNHD
 DM4892  HISTORY     - 20081016 GOOD             MNDT
 DM4892  HISTORY     - 20090304 GOOD             MNDT
 DM4892
 DM4892                          STATION DESCRIPTION
 DM4892
 DM4892'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4892'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4892'THE MARK IS 1.0 MILE NORTHWEST OF NORTH BRANCH, AT TRUNK HIGHWAY 95
 DM4892'STATION 608+70, AT TRUNK HIGHWAY MILEPOST 52.6, 0.25 MILE NORTHWEST OF
 DM4892'EAST COUNTY LINE, 91 FEET EAST HORNSBY STREET EXTENDED, 91 FEET EAST
 DM4892'OF DRIVEWAY, 75 FEET SOUTH OF TRUNK HIGHWAY 95, 31 FEET EAST OF POWER
 DM4892'POLE NUMBER 179189, 5.0 FEET EAST GUY WIRE, 1.0 FOOT EAST OF WITNESS
 DM4892'POST.
 DM4892
 DM4892                          STATION RECOVERY (2009)
 DM4892
 DM4892'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DM4892'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8983 ***********************************************************************
 AH8983  DESIGNATION -  3007 F
 AH8983  PID         -  AH8983
 AH8983  STATE/COUNTY-  MN/ISANTI
 AH8983  COUNTRY     -  US
 AH8983  USGS QUAD   -  CAMBRIDGE (1983)
 AH8983
 AH8983                         *CURRENT SURVEY CONTROL
 AH8983  ______________________________________________________________________
 AH8983* NAD 83(1986) POSITION- 45 34 25.57   (N) 093 12 58.55   (W)   HD_HELD1  
 AH8983* NAVD 88 ORTHO HEIGHT -   293.501  (meters)     962.93  (feet) ADJUSTED  
 AH8983  ______________________________________________________________________
 AH8983  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 AH8983  DYNAMIC HEIGHT  -        293.483 (meters)      962.87  (feet) COMP
 AH8983  MODELED GRAVITY -    980,549.3   (mgal)                       NAVD 88
 AH8983
 AH8983  VERT ORDER      -  SECOND    CLASS I
 AH8983
 AH8983.The horizontal coordinates were established by differentially corrected
 AH8983.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AH8983.
 AH8983.The orthometric height was determined by differential leveling and
 AH8983.adjusted in May 2000.
 AH8983
 AH8983.Photographs are available for this station.
 AH8983
 AH8983.The dynamic height is computed by dividing the NAVD 88
 AH8983.geopotential number by the normal gravity value computed on the
 AH8983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8983.degrees latitude (g = 980.6199 gals.).
 AH8983
 AH8983.The modeled gravity was interpolated from observed gravity values.
 AH8983
 AH8983;                    North         East    Units  Estimated Accuracy
 AH8983;SPC MN C     -   164,299.6     880,687.7     MT  (+/- 3 meters HH1 GPS) 
 AH8983
 AH8983                          SUPERSEDED SURVEY CONTROL
 AH8983
 AH8983.No superseded survey control is available for this station.
 AH8983
 AH8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8312646714(NAD 83)
 AH8983
 AH8983_MARKER: DV = VERTICAL CONTROL DISK
 AH8983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8983_STAMPING: 3007 F 1992
 AH8983_MARK LOGO: MNDT  
 AH8983_PROJECTION: RECESSED 8 CENTIMETERS
 AH8983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8983+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 AH8983_ROD/PIPE-DEPTH: 19.8 meters
 AH8983
 AH8983  HISTORY     - Date     Condition        Report By
 AH8983  HISTORY     - 1992     MONUMENTED       MNDT
 AH8983  HISTORY     - 20040914 GOOD             MNDT
 AH8983  HISTORY     - 20070424 GOOD             MNDT
 AH8983  HISTORY     - 20080624 GOOD             MNDT
 AH8983
 AH8983                          STATION DESCRIPTION
 AH8983
 AH8983'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH8983'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) WEST OF CAMBRIDGE, 3.2 MI
 AH8983'(5.1 KM) WEST OF TH 95 BRDG OVER THE RUM RIVER AT THE WEST EDGE OF
 AH8983'CAMBRIDGE, 0.75 MI (1.21 KM) WEST OF THE JCT OF TH 95 AND CO RD 10
 AH8983'SOUTH, NEAR THE JCT OF TH 95 AND NORTH EMERSON ST, 400 FT (121.9 M)
 AH8983'NORTH OF TH 95, 50.5 FT (15.4 M) EAST OF NORTH EMERSON ST, 28.5 FT
 AH8983'(8.7 M) NORTH OF THE HWY DEPT MAINTENANCE BLDG DRIVEWAY, 23.8 FT (7.3
 AH8983'M) ESE OF A FIRE HYDRANT, 25.8 FT (7.9 M) ENE OF A P-POLE, 1.5 FT (0.5
 AH8983'M) WEST OF SEAT BELTS FASTENED SIGN AND SURVEY MARKER SIGN AND 0.2 FTB
 AH8983'BELOW GROUND LEVEL.
 AH8983
 AH8983                          STATION RECOVERY (2004)
 AH8983
 AH8983'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AH8983'RECOVERED AS DESCRIBED.
 AH8983
 AH8983                          STATION RECOVERY (2007)
 AH8983
 AH8983'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 AH8983'3.75 MILES WEST OF CAMBRIDGE, 3.2 MILES WEST OF TRUNK HIGHWAY 95
 AH8983'BRIDGE OVER RUM RIVER AT WEST EDGE OF CAMBRIDGE, 0.75 MILES WEST OF
 AH8983'JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 10 SOUTH, NEAR JUNCTION
 AH8983'OF TRUNK HIGHWAY 95 AND NORTH EMERSON STREET, 400 FEET NORTH OF TRUNK
 AH8983'HIGHWAY 95, 50.5 FEET EAST OF NORTH EMERSON STREET, 28.5 FEET NORTH OF
 AH8983'MINNESOTA DEPARTMENT OF TRANSPORTATION MAINTENANCE BUILDING DRIVEWAY,
 AH8983'23.8 FEET EAST-SOUTHEAST OF FIRE HYDRANT, 25.8 FEET EAST-NORTHEAST OF
 AH8983'POWER POLE, 1.5 FEET WEST OF SEAT BELTS FASTENED SIGN AND WITNESS
 AH8983'POST.
 AH8983
 AH8983                          STATION RECOVERY (2008)
 AH8983
 AH8983'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AH8983'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 AH8983'ISANTI, 5.9 MI (9.5 KM) SOUTHEAST OF SPRINGVALE AND 0.4 MI (0.6 KM)
 AH8983'EAST OF CAMBRIDGE.
 AH8983' 
 AH8983'TO REACH TO THE MARK IN CAMBRIDGE AT MINNESOTA DEPARTMENT OF
 AH8983'TRANSPORTATION BUILDING, NEAR JUNCTION OF TRUNK HIGHWAY 95 AND NORTH
 AH8983'EMERSON STREET, 400 FT (121.9 M) NORTH OF TRUNK HIGHWAY 95, 50.5 FT
 AH8983'(15.4 M) EAST OF NORTH EMERSON STREET, 28.5 FT (8.7 M) NORTH OF
 AH8983'MINNESOTA DEPARTMENT OF TRANSPORTATION MAINTENANCE BUILDING DRIVEWAY,
 AH8983'23.8 FT (7.3 M) EAST-SOUTHEAST OF FIRE HYDRANT, 25.8 FT (7.9 M)
 AH8983'EAST-NORTHEAST OF POWER POLE, 1.5 FT (0.5 M) WEST OF SEAT BELTS
 AH8983'FASTENED SIGN AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7229 ***********************************************************************
 DL7229  DESIGNATION -  3007 G
 DL7229  PID         -  DL7229
 DL7229  STATE/COUNTY-  MN/ISANTI
 DL7229  COUNTRY     -  US
 DL7229  USGS QUAD   -  STARK (1983)
 DL7229
 DL7229                         *CURRENT SURVEY CONTROL
 DL7229  ______________________________________________________________________
 DL7229* NAD 83(2007) POSITION- 45 32 33.48902(N) 093 03 56.36579(W)   ADJUSTED  
 DL7229* NAD 83(2007) ELLIP HT-   260.763 (meters)        (10/16/09)   ADJUSTED
 DL7229* NAD 83(2007) EPOCH   -  2002.00
 DL7229* NAVD 88 ORTHO HEIGHT -   289.091  (meters)     948.46  (feet) ADJUSTED  
 DL7229  ______________________________________________________________________
 DL7229  NAD 83(2007) X  -   -239,320.464 (meters)                     COMP
 DL7229  NAD 83(2007) Y  - -4,468,524.706 (meters)                     COMP
 DL7229  NAD 83(2007) Z  -  4,529,975.423 (meters)                     COMP
 DL7229  LAPLACE CORR    -          5.65  (seconds)                    DEFLEC09
 DL7229  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DL7229  DYNAMIC HEIGHT  -        289.073 (meters)      948.40  (feet) COMP
 DL7229  MODELED GRAVITY -    980,546.0   (mgal)                       NAVD 88
 DL7229
 DL7229  HORZ ORDER      -  FIRST
 DL7229  VERT ORDER      -  SECOND    CLASS I
 DL7229  ELLP ORDER      -  THIRD     CLASS I
 DL7229
 DL7229.The horizontal coordinates were established by GPS observations
 DL7229.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7229
 DL7229.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7229.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7229
 DL7229.The horizontal coordinates are valid at the epoch date displayed above
 DL7229.which is a decimal equivalence of Year/Month/Day.
 DL7229
 DL7229.The orthometric height was determined by differential leveling and
 DL7229.adjusted in February 2011.
 DL7229
 DL7229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7229
 DL7229.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7229
 DL7229.The ellipsoidal height was determined by GPS observations
 DL7229.and is referenced to NAD 83.
 DL7229
 DL7229.The dynamic height is computed by dividing the NAVD 88
 DL7229.geopotential number by the normal gravity value computed on the
 DL7229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7229.degrees latitude (g = 980.6199 gals.).
 DL7229
 DL7229.The modeled gravity was interpolated from observed gravity values.
 DL7229
 DL7229. The following values were computed from the NAD 83(2007) position.
 DL7229
 DL7229;                    North         East     Units Scale Factor Converg.
 DL7229;SPC MN C     -   161,004.314   892,494.167   MT  1.00001686   +0 51 24.3
 DL7229;SPC MN C     -   528,228.32  2,928,124.61   sFT  1.00001686   +0 51 24.3
 DL7229;UTM  15      - 5,043,235.336   494,874.289   MT  0.99960032   -0 02 48.7
 DL7229
 DL7229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7229!SPC MN C     -   0.99995912  x   1.00001686  =   0.99997598
 DL7229!UTM  15      -   0.99995912  x   0.99960032  =   0.99955946
 DL7229
 DL7229                          SUPERSEDED SURVEY CONTROL
 DL7229
 DL7229  NAVD 88 (10/16/09)  289.09   (m)          948.5    (f) LEVELING    3  
 DL7229
 DL7229.Superseded values are not recommended for survey control.
 DL7229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7229.See file dsdata.txt to determine how the superseded data were derived.
 DL7229
 DL7229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9487443235(NAD 83)
 DL7229
 DL7229_MARKER: I = METAL ROD
 DL7229_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7229_STAMPING: 3007 G 2008
 DL7229_MARK LOGO: MNDT  
 DL7229_PROJECTION: RECESSED 5 CENTIMETERS
 DL7229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7229+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7229_ROD/PIPE-DEPTH:  9.1 meters
 DL7229
 DL7229  HISTORY     - Date     Condition        Report By
 DL7229  HISTORY     - 2008     MONUMENTED       MNDT
 DL7229
 DL7229                          STATION DESCRIPTION
 DL7229
 DL7229'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7229'IN SPRING LAKE, AT JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 21 IN
 DL7229'SPRING LAKE, AT TRUNK HIGHWAY 95 MILEPOINT 50.25, 66.4 FEET SOUTHWEST
 DL7229'OF TRUNK HIGHWAY 95, 111.4 FEET NORTHWEST OF COUNTY ROAD 21, 2.0 FEET
 DL7229'SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7230 ***********************************************************************
 DL7230  DESIGNATION -  3007 H
 DL7230  PID         -  DL7230
 DL7230  STATE/COUNTY-  MN/ISANTI
 DL7230  COUNTRY     -  US
 DL7230  USGS QUAD   -  STARK (1983)
 DL7230
 DL7230                         *CURRENT SURVEY CONTROL
 DL7230  ______________________________________________________________________
 DL7230* NAD 83(2007) POSITION- 45 33 03.05630(N) 093 05 01.79108(W)   ADJUSTED  
 DL7230* NAD 83(2007) ELLIP HT-   264.411 (meters)        (10/16/09)   ADJUSTED
 DL7230* NAD 83(2007) EPOCH   -  2002.00
 DL7230* NAVD 88 ORTHO HEIGHT -   292.773  (meters)     960.54  (feet) ADJUSTED  
 DL7230  ______________________________________________________________________
 DL7230  NAD 83(2007) X  -   -240,702.909 (meters)                     COMP
 DL7230  NAD 83(2007) Y  - -4,467,800.442 (meters)                     COMP
 DL7230  NAD 83(2007) Z  -  4,530,617.332 (meters)                     COMP
 DL7230  LAPLACE CORR    -          4.58  (seconds)                    DEFLEC09
 DL7230  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DL7230  DYNAMIC HEIGHT  -        292.753 (meters)      960.47  (feet) COMP
 DL7230  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DL7230
 DL7230  HORZ ORDER      -  FIRST
 DL7230  VERT ORDER      -  SECOND    CLASS I
 DL7230  ELLP ORDER      -  THIRD     CLASS I
 DL7230
 DL7230.The horizontal coordinates were established by GPS observations
 DL7230.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7230
 DL7230.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7230.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7230
 DL7230.The horizontal coordinates are valid at the epoch date displayed above
 DL7230.which is a decimal equivalence of Year/Month/Day.
 DL7230
 DL7230.The orthometric height was determined by differential leveling and
 DL7230.adjusted in February 2011.
 DL7230
 DL7230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7230
 DL7230.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7230
 DL7230.The ellipsoidal height was determined by GPS observations
 DL7230.and is referenced to NAD 83.
 DL7230
 DL7230.The dynamic height is computed by dividing the NAVD 88
 DL7230.geopotential number by the normal gravity value computed on the
 DL7230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7230.degrees latitude (g = 980.6199 gals.).
 DL7230
 DL7230.The modeled gravity was interpolated from observed gravity values.
 DL7230
 DL7230. The following values were computed from the NAD 83(2007) position.
 DL7230
 DL7230;                    North         East     Units Scale Factor Converg.
 DL7230;SPC MN C     -   161,895.997   891,061.511   MT  1.00001491   +0 50 36.9
 DL7230;SPC MN C     -   531,153.78  2,923,424.31   sFT  1.00001491   +0 50 36.9
 DL7230;UTM  15      - 5,044,149.120   493,456.461   MT  0.99960053   -0 03 35.4
 DL7230
 DL7230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7230!SPC MN C     -   0.99995855  x   1.00001491  =   0.99997346
 DL7230!UTM  15      -   0.99995855  x   0.99960053  =   0.99955909
 DL7230
 DL7230                          SUPERSEDED SURVEY CONTROL
 DL7230
 DL7230  NAVD 88 (10/16/09)  292.77   (m)          960.5    (f) LEVELING    3  
 DL7230
 DL7230.Superseded values are not recommended for survey control.
 DL7230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7230.See file dsdata.txt to determine how the superseded data were derived.
 DL7230
 DL7230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9345644149(NAD 83)
 DL7230
 DL7230_MARKER: I = METAL ROD
 DL7230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7230_STAMPING: 3007 H 2008
 DL7230_MARK LOGO: MNDT  
 DL7230_PROJECTION: FLUSH
 DL7230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7230+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7230_ROD/PIPE-DEPTH: 15.2 meters
 DL7230
 DL7230  HISTORY     - Date     Condition        Report By
 DL7230  HISTORY     - 2008     MONUMENTED       MNDT
 DL7230
 DL7230                          STATION DESCRIPTION
 DL7230
 DL7230'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7230'1.0 MILE NORTHWEST OF SPRING LAKE, 1.1 MILES NORTHWEST ALONG TRUNK
 DL7230'HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND COUNTY ROAD 21 IN
 DL7230'SPRING LAKE, AT TRUNK HIGHWAY 95 MILEPOINT 49.1, 75.0 FEET NORTHEAST
 DL7230'OF TRUNK HIGHWAY 95, 35.2 FEET EAST OF POTOMAC STREET NORTHEAST, 16.8
 DL7230'FEET EAST NORTHEAST OF CABLE BOX 1015, 1.7 FEET SOUTHWEST OF WITNESS
 DL7230'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4970 ***********************************************************************
 DM4970  DESIGNATION -  3007 J
 DM4970  PID         -  DM4970
 DM4970  STATE/COUNTY-  MN/ISANTI
 DM4970  COUNTRY     -  US
 DM4970  USGS QUAD   -  STARK (1983)
 DM4970
 DM4970                         *CURRENT SURVEY CONTROL
 DM4970  ______________________________________________________________________
 DM4970* NAD 83(1986) POSITION- 45 33 16.     (N) 093 07 29.     (W)   SCALED    
 DM4970* NAVD 88 ORTHO HEIGHT -   296.039  (meters)     971.25  (feet) ADJUSTED  
 DM4970  ______________________________________________________________________
 DM4970  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4970  DYNAMIC HEIGHT  -        296.019 (meters)      971.19  (feet) COMP
 DM4970  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DM4970
 DM4970  VERT ORDER      -  SECOND    CLASS I
 DM4970
 DM4970.The horizontal coordinates were scaled from a topographic map and have
 DM4970.an estimated accuracy of +/- 6 seconds.
 DM4970.
 DM4970.The orthometric height was determined by differential leveling and
 DM4970.adjusted in February 2011.
 DM4970
 DM4970.The dynamic height is computed by dividing the NAVD 88
 DM4970.geopotential number by the normal gravity value computed on the
 DM4970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4970.degrees latitude (g = 980.6199 gals.).
 DM4970
 DM4970.The modeled gravity was interpolated from observed gravity values.
 DM4970
 DM4970;                    North         East    Units  Estimated Accuracy
 DM4970;SPC MN C     -   162,250.      887,860.      MT  (+/- 180 meters Scaled)
 DM4970
 DM4970                          SUPERSEDED SURVEY CONTROL
 DM4970
 DM4970.No superseded survey control is available for this station.
 DM4970
 DM4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL902445(NAD 83)
 DM4970
 DM4970_MARKER: DD = SURVEY DISK
 DM4970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4970_STAMPING: 3007 J 2008
 DM4970_MARK LOGO: MNDT  
 DM4970_PROJECTION: FLUSH
 DM4970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4970+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4970_ROD/PIPE-DEPTH:  8.2 meters
 DM4970
 DM4970  HISTORY     - Date     Condition        Report By
 DM4970  HISTORY     - 2008     MONUMENTED       MNDT
 DM4970
 DM4970                          STATION DESCRIPTION
 DM4970
 DM4970'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4970'THE MARK IS 3.0 MI (4.8 KM) NORTHWEST OF SPRING LAKE, 3.15 MI (5.1 KM)
 DM4970'NORTHWEST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95
 DM4970'AND COUNTY ROAD 21 IN SPRING LAKE, AT TRUNK HIGHWAY 95 MILEPOST 47.0.
 DM4970'IT IS 65.2 FT (19.9 M) NORTH OF TRUNK HIGHWAY 95, 6.0 FT (1.8 M) EAST
 DM4970'OF EXTENDED CENTERLINE OF JODRELL STREET NORTHEAST, 8.3 FT (2.5 M)
 DM4970'SOUTH OF RIGHT OF WAY POST, 67.7 FT (20.6 M) EAST OF CABLE PEDESTAL
 DM4970'NUMBER F5769, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7231 ***********************************************************************
 DL7231  DESIGNATION -  3007 K
 DL7231  PID         -  DL7231
 DL7231  STATE/COUNTY-  MN/ISANTI
 DL7231  COUNTRY     -  US
 DL7231  USGS QUAD   -  CAMBRIDGE (1983)
 DL7231
 DL7231                         *CURRENT SURVEY CONTROL
 DL7231  ______________________________________________________________________
 DL7231* NAD 83(2007) POSITION- 45 33 40.90429(N) 093 10 01.89837(W)   ADJUSTED  
 DL7231* NAD 83(2007) ELLIP HT-   263.957 (meters)        (10/16/09)   ADJUSTED
 DL7231* NAD 83(2007) EPOCH   -  2002.00
 DL7231* NAVD 88 ORTHO HEIGHT -   292.393  (meters)     959.29  (feet) ADJUSTED  
 DL7231  ______________________________________________________________________
 DL7231  NAD 83(2007) X  -   -247,157.018 (meters)                     COMP
 DL7231  NAD 83(2007) Y  - -4,466,612.202 (meters)                     COMP
 DL7231  NAD 83(2007) Z  -  4,531,435.223 (meters)                     COMP
 DL7231  LAPLACE CORR    -          1.21  (seconds)                    DEFLEC09
 DL7231  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DL7231  DYNAMIC HEIGHT  -        292.374 (meters)      959.23  (feet) COMP
 DL7231  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 DL7231
 DL7231  HORZ ORDER      -  FIRST
 DL7231  VERT ORDER      -  SECOND    CLASS I
 DL7231  ELLP ORDER      -  THIRD     CLASS I
 DL7231
 DL7231.The horizontal coordinates were established by GPS observations
 DL7231.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7231
 DL7231.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7231.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7231
 DL7231.The horizontal coordinates are valid at the epoch date displayed above
 DL7231.which is a decimal equivalence of Year/Month/Day.
 DL7231
 DL7231.The orthometric height was determined by differential leveling and
 DL7231.adjusted in February 2011.
 DL7231
 DL7231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7231
 DL7231.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7231
 DL7231.The ellipsoidal height was determined by GPS observations
 DL7231.and is referenced to NAD 83.
 DL7231
 DL7231.The dynamic height is computed by dividing the NAVD 88
 DL7231.geopotential number by the normal gravity value computed on the
 DL7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7231.degrees latitude (g = 980.6199 gals.).
 DL7231
 DL7231.The modeled gravity was interpolated from observed gravity values.
 DL7231
 DL7231. The following values were computed from the NAD 83(2007) position.
 DL7231
 DL7231;                    North         East     Units Scale Factor Converg.
 DL7231;SPC MN C     -   162,971.966   884,536.462   MT  1.00001244   +0 46 59.8
 DL7231;SPC MN C     -   534,683.86  2,902,016.71   sFT  1.00001244   +0 46 59.8
 DL7231;UTM  15      - 5,045,327.308   486,951.865   MT  0.99960209   -0 07 09.8
 DL7231
 DL7231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7231!SPC MN C     -   0.99995862  x   1.00001244  =   0.99997106
 DL7231!UTM  15      -   0.99995862  x   0.99960209  =   0.99956073
 DL7231
 DL7231                          SUPERSEDED SURVEY CONTROL
 DL7231
 DL7231  NAVD 88 (10/16/09)  292.39   (m)          959.3    (f) LEVELING    3  
 DL7231
 DL7231.Superseded values are not recommended for survey control.
 DL7231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7231.See file dsdata.txt to determine how the superseded data were derived.
 DL7231
 DL7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8695145327(NAD 83)
 DL7231
 DL7231_MARKER: I = METAL ROD
 DL7231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7231_STAMPING: 3007 K 2008
 DL7231_MARK LOGO: MNDT  
 DL7231_PROJECTION: RECESSED 8 CENTIMETERS
 DL7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7231+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL7231_ROD/PIPE-DEPTH: 13.7 meters
 DL7231
 DL7231  HISTORY     - Date     Condition        Report By
 DL7231  HISTORY     - 2008     MONUMENTED       MNDT
 DL7231
 DL7231                          STATION DESCRIPTION
 DL7231
 DL7231'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7231'3.0 MILES SOUTHEAST OF CAMBRIDGE, 2.45 MILES EAST AND SOUTHEAST ALONG
 DL7231'TRUNK HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY
 DL7231'65, AT TRUNK HIGHWAY 95 MILEPOINT 44.8, 76.0 FEET NORTHEAST OF TRUNK
 DL7231'HIGHWAY 95, 3.6 FEET SOUTHWEST OF FENCE LINE, 2.0 FEET SOUTHWEST OF
 DL7231'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7232 ***********************************************************************
 DL7232  DESIGNATION -  3007 L
 DL7232  PID         -  DL7232
 DL7232  STATE/COUNTY-  MN/ISANTI
 DL7232  COUNTRY     -  US
 DL7232  USGS QUAD   -  CAMBRIDGE (1983)
 DL7232
 DL7232                         *CURRENT SURVEY CONTROL
 DL7232  ______________________________________________________________________
 DL7232* NAD 83(2007) POSITION- 45 34 20.05328(N) 093 10 50.63632(W)   ADJUSTED  
 DL7232* NAD 83(2007) ELLIP HT-   263.901 (meters)        (10/16/09)   ADJUSTED
 DL7232* NAD 83(2007) EPOCH   -  2002.00
 DL7232* NAVD 88 ORTHO HEIGHT -   292.334  (meters)     959.10  (feet) ADJUSTED  
 DL7232  ______________________________________________________________________
 DL7232  NAD 83(2007) X  -   -248,164.528 (meters)                     COMP
 DL7232  NAD 83(2007) Y  - -4,465,691.877 (meters)                     COMP
 DL7232  NAD 83(2007) Z  -  4,532,281.365 (meters)                     COMP
 DL7232  LAPLACE CORR    -          0.54  (seconds)                    DEFLEC09
 DL7232  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DL7232  DYNAMIC HEIGHT  -        292.315 (meters)      959.04  (feet) COMP
 DL7232  MODELED GRAVITY -    980,543.6   (mgal)                       NAVD 88
 DL7232
 DL7232  HORZ ORDER      -  FIRST
 DL7232  VERT ORDER      -  SECOND    CLASS I
 DL7232  ELLP ORDER      -  THIRD     CLASS I
 DL7232
 DL7232.The horizontal coordinates were established by GPS observations
 DL7232.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7232
 DL7232.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7232.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7232
 DL7232.The horizontal coordinates are valid at the epoch date displayed above
 DL7232.which is a decimal equivalence of Year/Month/Day.
 DL7232
 DL7232.The orthometric height was determined by differential leveling and
 DL7232.adjusted in February 2011.
 DL7232
 DL7232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7232
 DL7232.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7232
 DL7232.The ellipsoidal height was determined by GPS observations
 DL7232.and is referenced to NAD 83.
 DL7232
 DL7232.The dynamic height is computed by dividing the NAVD 88
 DL7232.geopotential number by the normal gravity value computed on the
 DL7232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7232.degrees latitude (g = 980.6199 gals.).
 DL7232
 DL7232.The modeled gravity was interpolated from observed gravity values.
 DL7232
 DL7232. The following values were computed from the NAD 83(2007) position.
 DL7232
 DL7232;                    North         East     Units Scale Factor Converg.
 DL7232;SPC MN C     -   164,166.157   883,463.252   MT  1.00000992   +0 46 24.6
 DL7232;SPC MN C     -   538,601.80  2,898,495.69   sFT  1.00000992   +0 46 24.6
 DL7232;UTM  15      - 5,046,537.762   485,898.030   MT  0.99960244   -0 07 44.6
 DL7232
 DL7232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7232!SPC MN C     -   0.99995863  x   1.00000992  =   0.99996855
 DL7232!UTM  15      -   0.99995863  x   0.99960244  =   0.99956108
 DL7232
 DL7232                          SUPERSEDED SURVEY CONTROL
 DL7232
 DL7232  NAVD 88 (10/16/09)  292.33   (m)          959.1    (f) LEVELING    3  
 DL7232
 DL7232.Superseded values are not recommended for survey control.
 DL7232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7232.See file dsdata.txt to determine how the superseded data were derived.
 DL7232
 DL7232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8589846537(NAD 83)
 DL7232
 DL7232_MARKER: I = METAL ROD
 DL7232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7232_STAMPING: 3007 L 2008
 DL7232_MARK LOGO: MNDT  
 DL7232_PROJECTION: RECESSED 5 CENTIMETERS
 DL7232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7232+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DL7232_ROD/PIPE-DEPTH: 24.4 meters
 DL7232
 DL7232  HISTORY     - Date     Condition        Report By
 DL7232  HISTORY     - 2008     MONUMENTED       MNDT
 DL7232  HISTORY     - 20070718 GOOD             MNDT
 DL7232
 DL7232                          STATION DESCRIPTION
 DL7232
 DL7232'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7232'2.0 MILES SOUTHEAST OF CAMBRIDGE, 1.45 MILES EAST AND SOUTHEAST ALONG
 DL7232'TRUNK HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY
 DL7232'65, AT TRUNK HIGHWAY 95 MILEPOINT 43.8, 66.8 FEET NORTHEAST OF TRUNK
 DL7232'HIGHWAY 95, 51.6 FEET NORTHWEST OF RIGHT-OF-WAY POST, 42.9 FEET
 DL7232'NORTHWEST CABLE PEDESTAL, 2.2 FEET SOUTHWEST OF WITNESS POST.
 DL7232
 DL7232                          STATION RECOVERY (2007)
 DL7232
 DL7232'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DL7232'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2175 ***********************************************************************
 QO2175  DESIGNATION -  3009 A
 QO2175  PID         -  QO2175
 QO2175  STATE/COUNTY-  MN/ISANTI
 QO2175  COUNTRY     -  US
 QO2175  USGS QUAD   -  BRAHAM (1983)
 QO2175
 QO2175                         *CURRENT SURVEY CONTROL
 QO2175  ______________________________________________________________________
 QO2175* NAD 83(2007) POSITION- 45 42 47.18489(N) 093 11 59.82595(W)   ADJUSTED  
 QO2175* NAD 83(2007) ELLIP HT-   266.825 (meters)        (01/10/11)   ADJUSTED
 QO2175* NAD 83(2007) EPOCH   -  2002.00
 QO2175* NAVD 88 ORTHO HEIGHT -   295.018  (meters)     967.90  (feet) ADJUSTED  
 QO2175  ______________________________________________________________________
 QO2175  NAD 83(2007) X  -   -249,037.689 (meters)                     COMP
 QO2175  NAD 83(2007) Y  - -4,454,432.837 (meters)                     COMP
 QO2175  NAD 83(2007) Z  -  4,543,230.127 (meters)                     COMP
 QO2175  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC09
 QO2175  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 QO2175  DYNAMIC HEIGHT  -        295.006 (meters)      967.87  (feet) COMP
 QO2175  MODELED GRAVITY -    980,567.6   (mgal)                       NAVD 88
 QO2175
 QO2175  HORZ ORDER      -  FIRST
 QO2175  VERT ORDER      -  SECOND    CLASS I
 QO2175  ELLP ORDER      -  FIRST     CLASS I
 QO2175
 QO2175.The horizontal coordinates were established by GPS observations
 QO2175.and adjusted by the MN DEPT OF TRANSP in January 2011.
 QO2175
 QO2175.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2175.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2175
 QO2175.The horizontal coordinates are valid at the epoch date displayed above
 QO2175.which is a decimal equivalence of Year/Month/Day.
 QO2175
 QO2175.The orthometric height was determined by differential leveling and
 QO2175.adjusted in June 1991.
 QO2175
 QO2175.Photographs are available for this station.
 QO2175
 QO2175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2175
 QO2175.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2175
 QO2175.The ellipsoidal height was determined by GPS observations
 QO2175.and is referenced to NAD 83.
 QO2175
 QO2175.The dynamic height is computed by dividing the NAVD 88
 QO2175.geopotential number by the normal gravity value computed on the
 QO2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2175.degrees latitude (g = 980.6199 gals.).
 QO2175
 QO2175.The modeled gravity was interpolated from observed gravity values.
 QO2175
 QO2175. The following values were computed from the NAD 83(2007) position.
 QO2175
 QO2175;                    North         East     Units Scale Factor Converg.
 QO2175;SPC MN C     -   179,801.519   881,755.584   MT  0.99998050   +0 45 34.5
 QO2175;SPC MN C     -   589,898.82  2,892,893.11   sFT  0.99998050   +0 45 34.5
 QO2175;UTM  15      - 5,062,191.945   484,437.458   MT  0.99960298   -0 08 35.3
 QO2175
 QO2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2175!SPC MN C     -   0.99995817  x   0.99998050  =   0.99993867
 QO2175!UTM  15      -   0.99995817  x   0.99960298  =   0.99956117
 QO2175
 QO2175:                Primary Azimuth Mark                     Grid Az
 QO2175:SPC MN C     -  3009 B                                   313 07 23.6
 QO2175:UTM  15      -  3009 B                                   314 01 33.4
 QO2175
 QO2175|---------------------------------------------------------------------|
 QO2175| PID    Reference Object                     Distance      Geod. Az  |
 QO2175|                                                           dddmmss.s |
 QO2175| QO2176 3009 B                              APPROX. 1.3 KM 3135258.1 |
 QO2175|---------------------------------------------------------------------|
 QO2175
 QO2175                          SUPERSEDED SURVEY CONTROL
 QO2175
 QO2175  NAVD 88 (01/10/11)  295.02   (m)          967.9    (f) LEVELING    3  
 QO2175
 QO2175.Superseded values are not recommended for survey control.
 QO2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2175.See file dsdata.txt to determine how the superseded data were derived.
 QO2175
 QO2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8443762191(NAD 83)
 QO2175
 QO2175_MARKER: DV = VERTICAL CONTROL DISK
 QO2175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2175_SP_SET: ALUMINUM ALLOY ROD
 QO2175_STAMPING: 3009 A 1984
 QO2175_MARK LOGO: MNDT  
 QO2175_PROJECTION: FLUSH
 QO2175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2175+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO2175
 QO2175  HISTORY     - Date     Condition        Report By
 QO2175  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2175  HISTORY     - 20080722 MARK NOT FOUND   MNDT
 QO2175  HISTORY     - 20100413 GOOD             MNDT
 QO2175  HISTORY     - 20100413 GOOD             MNDT
 QO2175
 QO2175                          STATION DESCRIPTION
 QO2175
 QO2175'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2175'2 MI WSW FROM BRAHAM.
 QO2175'THE MARK IS LOCATED ABOUT 2 MILES WEST-SOUTHWEST OF THE TOWN OF
 QO2175'BRAHAM, IN THE NW 1/4 OF SECTION 10, T37N, R23W, 0.65 MILE NORTH
 QO2175'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH
 QO2175'OF BRAHAM, 164 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 65
 QO2175'AT MILEPOINT 51.75, 31 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 1.7
 QO2175'FEET SOUTH OF A POWER POLE, AND 1.3 FEET NORTH OF A STEEL WITNESS
 QO2175'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QO2175'DISK STAMPED---3009 A 1984---, IS SET ON THE TOP OF A 5/8 INCH
 QO2175'DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT
 QO2175'ABOVE THE SURFACE OF THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 QO2175'THE GRAVEL ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QO2175
 QO2175                          STATION RECOVERY (2008)
 QO2175
 QO2175'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO2175'THE MARK WAS NOT RECOVERED.
 QO2175
 QO2175                          STATION RECOVERY (2010)
 QO2175
 QO2175'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2175'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2175'THE MARK IS 2.0 MILES WEST-SOUTHWEST OF BRAHAM, 0.65 MILE NORTH ALONG
 QO2175'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 QO2175'107 IN BRAHAM, AT TRUNK HIGHWAY 65 MILEPOINT 51.75, 164.0 FEET
 QO2175'NORTHEAST OF TRUNK HIGHWAY 65, 31.0 FEET NORTH OF 411TH AVENUE
 QO2175'NORTHEAST, 1.7 FEET SOUTH OF POWER POLE, 1.3 FEET NORTH OF WITNESS
 QO2175'POST.
 QO2175
 QO2175                          STATION RECOVERY (2010)
 QO2175
 QO2175'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2175'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2176 ***********************************************************************
 QO2176  DESIGNATION -  3009 B
 QO2176  PID         -  QO2176
 QO2176  STATE/COUNTY-  MN/ISANTI
 QO2176  COUNTRY     -  US
 QO2176  USGS QUAD   -  BRAHAM (1983)
 QO2176
 QO2176                         *CURRENT SURVEY CONTROL
 QO2176  ______________________________________________________________________
 QO2176* NAD 83(2007) POSITION- 45 43 17.17705(N) 093 12 44.35174(W)   ADJUSTED  
 QO2176* NAD 83(2007) ELLIP HT-   266.675 (meters)        (01/10/11)   ADJUSTED
 QO2176* NAD 83(2007) EPOCH   -  2002.00
 QO2176* NAVD 88 ORTHO HEIGHT -   294.846  (meters)     967.34  (feet) ADJUSTED  
 QO2176  ______________________________________________________________________
 QO2176  NAD 83(2007) X  -   -249,962.094 (meters)                     COMP
 QO2176  NAD 83(2007) Y  - -4,453,716.977 (meters)                     COMP
 QO2176  NAD 83(2007) Z  -  4,543,876.561 (meters)                     COMP
 QO2176  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC09
 QO2176  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 QO2176  DYNAMIC HEIGHT  -        294.835 (meters)      967.30  (feet) COMP
 QO2176  MODELED GRAVITY -    980,569.4   (mgal)                       NAVD 88
 QO2176
 QO2176  HORZ ORDER      -  FIRST
 QO2176  VERT ORDER      -  SECOND    CLASS I
 QO2176  ELLP ORDER      -  FIRST     CLASS I
 QO2176
 QO2176.The horizontal coordinates were established by GPS observations
 QO2176.and adjusted by the MN DEPT OF TRANSP in January 2011.
 QO2176
 QO2176.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2176.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2176
 QO2176.The horizontal coordinates are valid at the epoch date displayed above
 QO2176.which is a decimal equivalence of Year/Month/Day.
 QO2176
 QO2176.The orthometric height was determined by differential leveling and
 QO2176.adjusted in June 1991.
 QO2176
 QO2176.Photographs are available for this station.
 QO2176
 QO2176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2176
 QO2176.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2176
 QO2176.The ellipsoidal height was determined by GPS observations
 QO2176.and is referenced to NAD 83.
 QO2176
 QO2176.The dynamic height is computed by dividing the NAVD 88
 QO2176.geopotential number by the normal gravity value computed on the
 QO2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2176.degrees latitude (g = 980.6199 gals.).
 QO2176
 QO2176.The modeled gravity was interpolated from observed gravity values.
 QO2176
 QO2176. The following values were computed from the NAD 83(2007) position.
 QO2176
 QO2176;                    North         East     Units Scale Factor Converg.
 QO2176;SPC MN C     -   180,714.702   880,780.529   MT  0.99997895   +0 45 02.3
 QO2176;SPC MN C     -   592,894.82  2,889,694.12   sFT  0.99997895   +0 45 02.3
 QO2176;UTM  15      - 5,063,120.027   483,477.272   MT  0.99960336   -0 09 07.2
 QO2176
 QO2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2176!SPC MN C     -   0.99995819  x   0.99997895  =   0.99993715
 QO2176!UTM  15      -   0.99995819  x   0.99960336  =   0.99956157
 QO2176
 QO2176:                Primary Azimuth Mark                     Grid Az
 QO2176:SPC MN C     -  3009 A                                   133 07 23.9
 QO2176:UTM  15      -  3009 A                                   134 01 33.4
 QO2176
 QO2176|---------------------------------------------------------------------|
 QO2176| PID    Reference Object                     Distance      Geod. Az  |
 QO2176|                                                           dddmmss.s |
 QO2176| QO2175 3009 A                              APPROX. 1.3 KM 1335226.2 |
 QO2176|---------------------------------------------------------------------|
 QO2176
 QO2176                          SUPERSEDED SURVEY CONTROL
 QO2176
 QO2176  NAVD 88 (01/10/11)  294.85   (m)          967.4    (f) LEVELING    3  
 QO2176
 QO2176.Superseded values are not recommended for survey control.
 QO2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2176.See file dsdata.txt to determine how the superseded data were derived.
 QO2176
 QO2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8347763120(NAD 83)
 QO2176
 QO2176_MARKER: DV = VERTICAL CONTROL DISK
 QO2176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2176_SP_SET: ALUMINUM ALLOY ROD
 QO2176_STAMPING: 3009 B 1984
 QO2176_MARK LOGO: MNDT  
 QO2176_PROJECTION: FLUSH
 QO2176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2176+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO2176
 QO2176  HISTORY     - Date     Condition        Report By
 QO2176  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2176  HISTORY     - 20080722 GOOD             MNDT
 QO2176  HISTORY     - 20100413 GOOD             MNDT
 QO2176  HISTORY     - 20100413 GOOD             MNDT
 QO2176
 QO2176                          STATION DESCRIPTION
 QO2176
 QO2176'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2176'2 MI WEST FROM BRAHAM.
 QO2176'THE MARK IS LOCATED ABOUT 2 MILES WEST OF THE TOWN OF BRAHAM, NEAR
 QO2176'THE CENTER OF SECTION 4, T37N, R23W, 1.5 MILES NORTH ALONG TRUNK
 QO2176'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH OF BRAHAM,
 QO2176'69.5 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2176'MILEPOINT 52.6, 10 FEET NORTH-NORTHWEST OF THE CENTER OF AN ENTRANCE,
 QO2176'1.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, AND 1.2 FEET EAST-NORTHEAST
 QO2176'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QO2176'CONTROL MONUMENT DISK STAMPED---3009 B 1984---, IS SET ON THE TOP OF
 QO2176'A 5/8 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 QO2176'0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW
 QO2176'THE LEVEL OF TRUNK HIGHWAY 65.  A MAGNET IN THE DISK MAKES THE MARK
 QO2176'MAGNETIC.
 QO2176
 QO2176                          STATION RECOVERY (2008)
 QO2176
 QO2176'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO2176'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTHEAST OF SPRINGVALE,
 QO2176'5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF GRASSTON AND 2.0 MI (3.2 KM) WEST
 QO2176'OF BRAHAM.
 QO2176' 
 QO2176'TO REACH TO THE MARK GO 1.5 MI (2.4 KM) NORTH OF THE JUNCTION OF TRUNK
 QO2176'HIGHWAY 65 AND TRUNK HIGHWAY 107, AT TRUNK HIGHWAY 65 MILE POINT 52.6,
 QO2176'69.5 FT (21.2 M) NORTHEAST OF TRUNK HIGHWAY 65, 10 FT (3.0 M)
 QO2176'NORTH-NORTHWEST OF ENTRANCE, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF POWER
 QO2176'POLE NUMBER ECE 48113, 1.2 FT (0.4 M) EAST-NORTHEAST OF A WITNESS
 QO2176'POST.
 QO2176
 QO2176                          STATION RECOVERY (2010)
 QO2176
 QO2176'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2176'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2176'THE MARK IS 2.0 MILES WEST OF BRAHAM, 1.5 MILES NORTHWEST ALONG TRUNK
 QO2176'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107 IN
 QO2176'BRAHAM, AT TRUNK HIGHWAY 65 MILEPOINT 52.6, 69.5 FEET NORTHEAST OF
 QO2176'TRUNK HIGHWAY 65, 10.0 FEET NORTH-NORTHWEST OF ENTRANCE, 1.5 FEET
 QO2176'SOUTH-SOUTHEAST OF POWER POLE NUMBER  ECE 48113, 1.2 FEET
 QO2176'EAST-NORTHEAST OF WITNESS POST.
 QO2176
 QO2176                          STATION RECOVERY (2010)
 QO2176
 QO2176'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2176'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2177 ***********************************************************************
 QO2177  DESIGNATION -  3009 C
 QO2177  PID         -  QO2177
 QO2177  STATE/COUNTY-  MN/ISANTI
 QO2177  COUNTRY     -  US
 QO2177  USGS QUAD   -  BRAHAM (1983)
 QO2177
 QO2177                         *CURRENT SURVEY CONTROL
 QO2177  ______________________________________________________________________
 QO2177* NAD 83(1986) POSITION- 45 43 38.90   (N) 093 13 14.63   (W)   HD_HELD1  
 QO2177* NAVD 88 ORTHO HEIGHT -   289.539  (meters)     949.93  (feet) ADJUSTED  
 QO2177  ______________________________________________________________________
 QO2177  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 QO2177  DYNAMIC HEIGHT  -        289.528 (meters)      949.89  (feet) COMP
 QO2177  MODELED GRAVITY -    980,570.2   (mgal)                       NAVD 88
 QO2177
 QO2177  VERT ORDER      -  SECOND    CLASS I
 QO2177
 QO2177.The horizontal coordinates were established by differentially corrected
 QO2177.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2177.
 QO2177.The orthometric height was determined by differential leveling and
 QO2177.adjusted in June 1991.
 QO2177
 QO2177.Photographs are available for this station.
 QO2177
 QO2177.The dynamic height is computed by dividing the NAVD 88
 QO2177.geopotential number by the normal gravity value computed on the
 QO2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2177.degrees latitude (g = 980.6199 gals.).
 QO2177
 QO2177.The modeled gravity was interpolated from observed gravity values.
 QO2177
 QO2177;                    North         East    Units  Estimated Accuracy
 QO2177;SPC MN C     -   181,376.8     880,117.1     MT  (+/- 3 meters HH1 GPS) 
 QO2177
 QO2177                          SUPERSEDED SURVEY CONTROL
 QO2177
 QO2177.No superseded survey control is available for this station.
 QO2177
 QO2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8282463792(NAD 83)
 QO2177
 QO2177_MARKER: DB = BENCH MARK DISK
 QO2177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2177_SP_SET: BOX CULVERT HEADWALL
 QO2177_STAMPING: 3009 C 1984
 QO2177_MARK LOGO: MNDT  
 QO2177_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2177+STABILITY: SURFACE MOTION
 QO2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2177+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO2177
 QO2177  HISTORY     - Date     Condition        Report By
 QO2177  HISTORY     - 1984     MONUMENTED       MNDT
 QO2177  HISTORY     - 20080722 GOOD             MNDT
 QO2177  HISTORY     - 20100413 GOOD             MNDT
 QO2177
 QO2177                          STATION DESCRIPTION
 QO2177
 QO2177'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2177'2.2 MI WNW FROM BRAHAM.
 QO2177'THE MARK IS LOCATED ABOUT 2-1/4 MILES WEST-NORTHWEST OF THE TOWN OF
 QO2177'BRAHAM, IN THE NW 1/4 OF SECTION 4, T37N, R23W, 2.2 MILES NORTH ALONG
 QO2177'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH OF
 QO2177'BRAHAM, 29 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2177'MILEPOINT 53.2, AND 139 FEET NORTHWEST OF THE INTERSECTION OF TRUNK
 QO2177'HIGHWAY 65 AND COUNTY ROAD 4.  THE MARK, A STANDARD MNDT BENCH MARK
 QO2177'DISK STAMPED---3009 C 1984---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2177'TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE BOX CULVERT AND IS ABOUT
 QO2177'2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 65.
 QO2177
 QO2177                          STATION RECOVERY (2008)
 QO2177
 QO2177'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO2177'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF
 QO2177'SPRINGVALE, 5.8 MI (9.3 KM) SOUTHWEST OF GRASSTON AND 2.4 MI (3.9 KM)
 QO2177'WEST OF BRAHAM.
 QO2177' 
 QO2177'TO REACH TO THE MARK GO 2.2 MI (3.5 KM) NORTH ON TRUNK HIGHWAY 65 FROM
 QO2177'THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 107, AT TRUNK
 QO2177'HIGHWAY 65 MILE POINT 53.2, 29 FT (8.8 M) WEST OF TRUNK HIGHWAY 65,
 QO2177'139 FT (42.4 M) NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAY 65 AND
 QO2177'COUNTY ROAD 4, IN SOUTHWEST CORNER OF TRUNK HIGHWAY 65 BOX CULVERT
 QO2177'OVER RICE CREEK.
 QO2177
 QO2177                          STATION RECOVERY (2010)
 QO2177
 QO2177'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0116 ***********************************************************************
 QP0116  DESIGNATION -  301/2 BOLT
 QP0116  PID         -  QP0116
 QP0116  STATE/COUNTY-  MN/MORRISON
 QP0116  COUNTRY     -  US
 QP0116  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0116
 QP0116                         *CURRENT SURVEY CONTROL
 QP0116  ______________________________________________________________________
 QP0116* NAD 83(1986) POSITION- 45 57 46.     (N) 094 22 28.     (W)   SCALED    
 QP0116* NAVD 88 ORTHO HEIGHT -   338.962  (meters)    1112.08  (feet) ADJUSTED  
 QP0116  ______________________________________________________________________
 QP0116  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 QP0116  DYNAMIC HEIGHT  -        338.970 (meters)     1112.10  (feet) COMP
 QP0116  MODELED GRAVITY -    980,628.3   (mgal)                       NAVD 88
 QP0116
 QP0116  VERT ORDER      -  SECOND    CLASS 0
 QP0116
 QP0116.The horizontal coordinates were scaled from a topographic map and have
 QP0116.an estimated accuracy of +/- 6 seconds.
 QP0116.
 QP0116.The orthometric height was determined by differential leveling and
 QP0116.adjusted in June 1991.
 QP0116
 QP0116.The dynamic height is computed by dividing the NAVD 88
 QP0116.geopotential number by the normal gravity value computed on the
 QP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0116.degrees latitude (g = 980.6199 gals.).
 QP0116
 QP0116.The modeled gravity was interpolated from observed gravity values.
 QP0116
 QP0116;                    North         East    Units  Estimated Accuracy
 QP0116;SPC MN C     -   207,020.      790,350.      MT  (+/- 180 meters Scaled)
 QP0116
 QP0116                          SUPERSEDED SURVEY CONTROL
 QP0116
 QP0116  NGVD 29 (??/??/92)  338.802  (m)         1111.55   (f) ADJ UNCH    2 0
 QP0116
 QP0116.Superseded values are not recommended for survey control.
 QP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0116.See file dsdata.txt to determine how the superseded data were derived.
 QP0116
 QP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL935908(NAD 83)
 QP0116
 QP0116_MARKER: B = BOLT
 QP0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0116_SP_SET: TILE
 QP0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0116
 QP0116  HISTORY     - Date     Condition        Report By
 QP0116  HISTORY     - UNK      MONUMENTED       MRC
 QP0116  HISTORY     - 1947     GOOD             DOD
 QP0116
 QP0116                          STATION DESCRIPTION
 QP0116
 QP0116'DESCRIBED BY US DEPARTMENT OF DEFENSE 1947
 QP0116'0.75 MI S FROM LITTLE FALLS.
 QP0116'ABOUT 3/4 MILE DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 QP0116'FROM FIRST STREET AT LITTLE FALLS, ON THE GOLF COURSE OF THE LITTLE
 QP0116'FALLS GOLF AND COUNTRY CLUB, OPPOSITE THE HEAD OF AN ISLAND BELOW THE
 QP0116'CLUB HOUSE, 130 FEET WEST OF NO. 7 HOLE ON GOLF COURSE FAIRWAY BETWEEN
 QP0116'HOLES NO. 6 AND NO. 7, 120 FEET NORTH OF WOODSLINE ON SOUTH EDGE OF
 QP0116'FAIRWAY, ABOUT 1,400 FEET BACK FROM THE LEFT BANK OF THE RIVER, 73
 QP0116'FEET SOUTH OF A GREEN 14 FEET NORTH OF THE SOUTH LINE FENCE, AND IN A
 QP0116'SMALL MOUND OF DIRT AND SOD.  THE TOP OF A COPPER BOLT LEADED IN TILE
 QP0116'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 QP0116'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP ABOUT FLUSH
 QP0116'WITH THE TOP OF THE MOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0115 ***********************************************************************
 QP0115  DESIGNATION -  301/2 CAP
 QP0115  PID         -  QP0115
 QP0115  STATE/COUNTY-  MN/MORRISON
 QP0115  COUNTRY     -  US
 QP0115  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0115
 QP0115                         *CURRENT SURVEY CONTROL
 QP0115  ______________________________________________________________________
 QP0115* NAD 83(1986) POSITION- 45 57 46.     (N) 094 22 28.     (W)   SCALED    
 QP0115* NAVD 88 ORTHO HEIGHT -   339.682  (meters)    1114.44  (feet) ADJUSTED  
 QP0115  ______________________________________________________________________
 QP0115  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 QP0115  DYNAMIC HEIGHT  -        339.690 (meters)     1114.47  (feet) COMP
 QP0115  MODELED GRAVITY -    980,628.3   (mgal)                       NAVD 88
 QP0115
 QP0115  VERT ORDER      -  FIRST     CLASS I
 QP0115
 QP0115.The horizontal coordinates were scaled from a topographic map and have
 QP0115.an estimated accuracy of +/- 6 seconds.
 QP0115.
 QP0115.The orthometric height was determined by differential leveling and
 QP0115.adjusted in June 1991.
 QP0115
 QP0115.The dynamic height is computed by dividing the NAVD 88
 QP0115.geopotential number by the normal gravity value computed on the
 QP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0115.degrees latitude (g = 980.6199 gals.).
 QP0115
 QP0115.The modeled gravity was interpolated from observed gravity values.
 QP0115
 QP0115;                    North         East    Units  Estimated Accuracy
 QP0115;SPC MN C     -   207,020.      790,350.      MT  (+/- 180 meters Scaled)
 QP0115
 QP0115                          SUPERSEDED SURVEY CONTROL
 QP0115
 QP0115  NGVD 29 (??/??/92)  339.540  (m)         1113.97   (f) ADJ UNCH    1 1
 QP0115
 QP0115.Superseded values are not recommended for survey control.
 QP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0115.See file dsdata.txt to determine how the superseded data were derived.
 QP0115
 QP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL935908(NAD 83)
 QP0115
 QP0115_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0115_STAMPING: US PBM
 QP0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0115
 QP0115  HISTORY     - Date     Condition        Report By
 QP0115  HISTORY     - UNK      MONUMENTED       MRC
 QP0115  HISTORY     - 1973     GOOD             MNDT
 QP0115
 QP0115                          STATION DESCRIPTION
 QP0115
 QP0115'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0115'IN LITTLE FALLS.
 QP0115'THE MARK IS 0.15 MILE EAST-SOUTHEAST OF THE CLUBHOUSE PARKING AREA OF
 QP0115'THE LITTLE FALLS MUNICIPAL GOLF COURSE.  IT IS IN THE FAIRWAY BETWEEN
 QP0115'HOLE NUMBER 6 AND HOLE NUMBER 7.  IT IS 68.9 FEET NORTH OF A 14 INCH
 QP0115'STUMP, 55.3 FEET NORTH OF 14 INCH OAK, 113 FEET NORTHWEST OF A 36 INCH
 QP0115'OAK, 100 FEET WEST OF GREEN NUMBER 7, AND 117 FEET SOUTH OF 36 INCH
 QP0115'OAK (SPLIT BY LIGHTNING).  IT IS ON A SMALL MOUND OF DIRT THAT IS
 QP0115'ABOUT A FOOT HIGHER THAN THE FAIRWAY.  SW 1/4, SEC 18, T 40N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1270 ***********************************************************************
 QO1270  DESIGNATION -  3010 A
 QO1270  PID         -  QO1270
 QO1270  STATE/COUNTY-  MN/ISANTI
 QO1270  COUNTRY     -  US
 QO1270  USGS QUAD   -  BRAHAM (1983)
 QO1270
 QO1270                         *CURRENT SURVEY CONTROL
 QO1270  ______________________________________________________________________
 QO1270* NAD 83(1986) POSITION- 45 42 44.0    (N) 093 10 36.0    (W)   HD_HELD2  
 QO1270* NAVD 88 ORTHO HEIGHT -   290.701  (meters)     953.74  (feet) ADJUSTED  
 QO1270  ______________________________________________________________________
 QO1270  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 QO1270  DYNAMIC HEIGHT  -        290.689 (meters)      953.70  (feet) COMP
 QO1270  MODELED GRAVITY -    980,567.6   (mgal)                       NAVD 88
 QO1270
 QO1270  VERT ORDER      -  SECOND    CLASS I
 QO1270
 QO1270.The horizontal coordinates were established by autonomous hand held GPS
 QO1270.observations and have an estimated accuracy of +/- 10 meters.
 QO1270.
 QO1270.The orthometric height was determined by differential leveling and
 QO1270.adjusted in June 1991.
 QO1270
 QO1270.Photographs are available for this station.
 QO1270
 QO1270.The dynamic height is computed by dividing the NAVD 88
 QO1270.geopotential number by the normal gravity value computed on the
 QO1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1270.degrees latitude (g = 980.6199 gals.).
 QO1270
 QO1270.The modeled gravity was interpolated from observed gravity values.
 QO1270
 QO1270;                    North         East    Units  Estimated Accuracy
 QO1270;SPC MN C     -   179,728.      883,570.      MT  (+/- 10 meters HH2 GPS)
 QO1270
 QO1270                          SUPERSEDED SURVEY CONTROL
 QO1270
 QO1270.No superseded survey control is available for this station.
 QO1270
 QO1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8624962089(NAD 83)
 QO1270
 QO1270_MARKER: DV = VERTICAL CONTROL DISK
 QO1270_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1270_SP_SET: COPPER-CLAD STEEL ROD
 QO1270_STAMPING: 3010 A 1977
 QO1270_MARK LOGO: MNDT  
 QO1270_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1270+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1270_ROD/PIPE-DEPTH: 17.1 meters
 QO1270
 QO1270  HISTORY     - Date     Condition        Report By
 QO1270  HISTORY     - 1977     MONUMENTED       MNDT
 QO1270  HISTORY     - 1985     GOOD             MNDT
 QO1270  HISTORY     - 20080703 GOOD             MNDT
 QO1270  HISTORY     - 20100413 GOOD             MNDT
 QO1270
 QO1270                          STATION DESCRIPTION
 QO1270
 QO1270'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1270'1.0 MI SOUTH FROM BRAHAM.
 QO1270'THE MARK IS LOCATED 1.0 MILES SOUTH ALONG TRUNK HIGHWAY 107 FROM THE
 QO1270'JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD 4 IN BRAHAM AND 0.8
 QO1270'MILES NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK HIGHWAY
 QO1270'65. IT IS 74.5 FT. SOUTHEAST OF AND 1 FT. LOWER THAN THE CENTER OF
 QO1270'TRUNK HIGHWAY 107 AT MILEPOINT 0.8, 38.5 FT. NORTHEAST OF A CONTROLLED
 QO1270'ACCESS SIGN POST, 15 FT. SOUTH OF A 10 INCH JACKPINE TREE, 12 FT.
 QO1270'NORTHEAST OF THE CENTER OF A FIELD ENTRANCE AND 4.0 FT. SOUTHWEST OF A
 QO1270'RIGHT OF WAY SIGN POST. IT IS 0.9 FT. NORTH OF A STEEL WITNESS POST.
 QO1270
 QO1270                          STATION RECOVERY (1985)
 QO1270
 QO1270'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 QO1270'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1270'IN THE NORTHWEST 1/4 OF SECTION 11, T37N, R23W, 1.0 MILE SOUTH ALONG
 QO1270'TRUNK HIGHWAY 107 FROM ITS JUNCTION WITH COUNTY ROAD 4 IN BRAHAM OR
 QO1270'0.8 MILE NORTHEAST OF THE JUNCTION OF HIGHWAY 107 AND TRUNK HIGHWAY
 QO1270'65 WHICH IS 1-3/4 MILES SOUTHWEST OF BRAHAM, 74.5 FEET SOUTHEAST OF
 QO1270'AND 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 107 AT MILEPOINT 0.8,
 QO1270'38.5 FEET NORTHEAST OF A CONTROLLED ACCESS SIGN POST, 15 FEET SOUTH
 QO1270'OF A 10 INCH JACKPINE TREE, 12 FEET NORTHEAST OF THE CENTER OF A
 QO1270'FIELD ENTRANCE, 4.0 FEET SOUTHWEST OF A RIGHT-OF-WAY SIGN POST AND
 QO1270'0.9 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD BRASS
 QO1270'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3010 A 1977---, IS
 QO1270'CRIMPED TO THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 56 FOOT LONG
 QO1270'COPPER-CLAD STEEL (MAGNETIC) ROD AND PROJECTS 0.2 FOOT ABOVE THE
 QO1270'SURFACE OF THE GROUND.
 QO1270
 QO1270                          STATION RECOVERY (2008)
 QO1270
 QO1270'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1270'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) NORTHEAST OF SPRINGVALE,
 QO1270'5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF GRASSTON AND 0.8 MI (1.3 KM)
 QO1270'SOUTH-SOUTHWEST OF BRAHAM.
 QO1270' 
 QO1270'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO1270'HIGHWAY 107 AND COUNTY ROAD 4, 0.8 MI (1.3 KM) NORTHEAST OF THE
 QO1270'JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK HIGHWAY 65, 74.5 FT (22.7 M)
 QO1270'SOUTHEAST OF TRUNK HIGHWAY 107, AT TRUNK HIGHWAY 107 MILE POINT 0.8,
 QO1270'15 FT (4.6 M) SOUTH OF 10 INCH (25 CM) JACK PINE TREE, 12 FT (3.7 M)
 QO1270'NORTHEAST OF A FIELD ENTRANCE, 4.0 FT (1.2 M) SOUTHWEST OF RIGHT OF
 QO1270'WAY SIGN POST, 0.9 FT (0.3 M) NORTH OF A WITNESS POST.
 QO1270
 QO1270                          STATION RECOVERY (2010)
 QO1270
 QO1270'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1270'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1271 ***********************************************************************
 QO1271  DESIGNATION -  3010 B
 QO1271  PID         -  QO1271
 QO1271  STATE/COUNTY-  MN/ISANTI
 QO1271  COUNTRY     -  US
 QO1271  USGS QUAD   -  BRAHAM (1983)
 QO1271
 QO1271                         *CURRENT SURVEY CONTROL
 QO1271  ______________________________________________________________________
 QO1271* NAD 83(1986) POSITION- 45 43 26.92   (N) 093 10 18.17   (W)   HD_HELD1  
 QO1271* NAVD 88 ORTHO HEIGHT -   292.113  (meters)     958.37  (feet) ADJUSTED  
 QO1271  ______________________________________________________________________
 QO1271  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 QO1271  DYNAMIC HEIGHT  -        292.102 (meters)      958.34  (feet) COMP
 QO1271  MODELED GRAVITY -    980,570.1   (mgal)                       NAVD 88
 QO1271
 QO1271  VERT ORDER      -  SECOND    CLASS I
 QO1271
 QO1271.The horizontal coordinates were established by differentially corrected
 QO1271.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1271.
 QO1271.The orthometric height was determined by differential leveling and
 QO1271.adjusted in June 1991.
 QO1271
 QO1271.Photographs are available for this station.
 QO1271
 QO1271.The dynamic height is computed by dividing the NAVD 88
 QO1271.geopotential number by the normal gravity value computed on the
 QO1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1271.degrees latitude (g = 980.6199 gals.).
 QO1271
 QO1271.The modeled gravity was interpolated from observed gravity values.
 QO1271
 QO1271;                    North         East    Units  Estimated Accuracy
 QO1271;SPC MN C     -   181,057.7     883,937.3     MT  (+/- 3 meters HH1 GPS) 
 QO1271
 QO1271                          SUPERSEDED SURVEY CONTROL
 QO1271
 QO1271.No superseded survey control is available for this station.
 QO1271
 QO1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8663763413(NAD 83)
 QO1271
 QO1271_MARKER: DV = VERTICAL CONTROL DISK
 QO1271_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QO1271+WITH SETTING: PAVEMENT
 QO1271_SP_SET: WATER TANK FOUNDATION
 QO1271_STAMPING: 3010 B 1977
 QO1271_MARK LOGO: MNDT  
 QO1271_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1271+STABILITY: SURFACE MOTION
 QO1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1271+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1271
 QO1271  HISTORY     - Date     Condition        Report By
 QO1271  HISTORY     - 1977     MONUMENTED       MNDT
 QO1271  HISTORY     - 1985     GOOD             MNDT
 QO1271  HISTORY     - 20080703 GOOD             MNDT
 QO1271  HISTORY     - 20100413 GOOD             MNDT
 QO1271
 QO1271                          STATION DESCRIPTION
 QO1271
 QO1271'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1271'IN BRAHAM.
 QO1271'THE MARK IS LOCATED IN BRAHAM, ONE HALF CITY BLOCK WEST OF TRUNK
 QO1271'HIGHWAY 107 MAIN AVE. NORTH BETWEEN BROADWAY AVE. SOUTH AND SECOND
 QO1271'ST. SOUTHWEST. IT IS 67.6 FT. EAST OF THE NORTHEAST CORNER OF A ONE
 QO1271'STORY BRICK BUILDING BRAHAM POST OFFICE, 36.4 FT. NORTH OF THE
 QO1271'NORTHWEST CORNER OF A ONE STORY BRICK BUILDING MUNICIPAL GARAGE AND
 QO1271'40 FT. WEST OF THE CENTER OF AN ALLEY.
 QO1271
 QO1271                          STATION RECOVERY (1985)
 QO1271
 QO1271'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 QO1271'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1271'IN THE CITY OF BRAHAM, IN THE SOUTHEAST 1/4 OF SECTION 2, T37, R23W,
 QO1271'1/2 CITY BLOCK WEST OF TRUNK HIGHWAY 107 (MAIN AVENUE NORTH) BETWEEN
 QO1271'BROADWAY AVENUE SOUTH AND SECOND STREET SOUTHWEST, 67.6 FEET EAST OF
 QO1271'THE NORTHEAST CORNER OF A ONE-STORY BRICK BUILDING (POST OFFICE),
 QO1271'36.4 FEET NORTH OF THE NORTHWEST CORNER OF A ONE-STORY BRICK BUILDING
 QO1271'(MUNICIPAL GARAGE) AND 40 FEET WEST OF THE CENTER OF AN ALLEY.  THE
 QO1271'MARK, A STANDARD BRASS MNDT VERTICAL CONTROL MONUMENT DISK
 QO1271'STAMPED---3010 B 1977---, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 QO1271'BASE FOR THE SOUTHEAST LEG OF THE BRAHAM WATER TANK, 0.5 FOOT ABOVE
 QO1271'THE SURFACE OF THE GROUND.
 QO1271
 QO1271                          STATION RECOVERY (2008)
 QO1271
 QO1271'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 QO1271'THE STATION IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF SPRINGVALE,
 QO1271'5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF GRASSTON AND IN THE TOWN OF BRAHAM,
 QO1271'MN.
 QO1271' 
 QO1271'TO REACH TO THE MARK IN BRAHAM, GO 0.5 BLOCK WEST OF TRUNK HIGHWAY 107
 QO1271'(MAIN AVENUE NORTH) BETWEEN BROADWAY AVENUE SOUTH AND SECOND STREET
 QO1271'SOUTHWEST, IN CONCRETE BASE OF SOUTHEAST LEG OF CITY WATER TANK, 67.6
 QO1271'FT (20.6 M) EAST OF THE NORTHEAST CORNER OF POST OFFICE, 36.4 FT (11.1
 QO1271'M) NORTH OF THE NORTHWEST CORNER OF CITY GARAGE, 40 FT (12.2 M) WEST
 QO1271'OF ALLEY.
 QO1271
 QO1271                          STATION RECOVERY (2010)
 QO1271
 QO1271'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0128 ***********************************************************************
 QP0128  DESIGNATION -  302/2 BOLT
 QP0128  PID         -  QP0128
 QP0128  STATE/COUNTY-  MN/MORRISON
 QP0128  COUNTRY     -  US
 QP0128  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0128
 QP0128                         *CURRENT SURVEY CONTROL
 QP0128  ______________________________________________________________________
 QP0128* NAD 83(1986) POSITION- 45 59 56.     (N) 094 21 17.     (W)   SCALED    
 QP0128* NAVD 88 ORTHO HEIGHT -   340.806  (meters)    1118.13  (feet) ADJUSTED  
 QP0128  ______________________________________________________________________
 QP0128  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 QP0128  DYNAMIC HEIGHT  -        340.815 (meters)     1118.16  (feet) COMP
 QP0128  MODELED GRAVITY -    980,632.0   (mgal)                       NAVD 88
 QP0128
 QP0128  VERT ORDER      -  SECOND    CLASS 0
 QP0128
 QP0128.The horizontal coordinates were scaled from a topographic map and have
 QP0128.an estimated accuracy of +/- 6 seconds.
 QP0128.
 QP0128.The orthometric height was determined by differential leveling and
 QP0128.adjusted in June 1991.
 QP0128
 QP0128.The dynamic height is computed by dividing the NAVD 88
 QP0128.geopotential number by the normal gravity value computed on the
 QP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0128.degrees latitude (g = 980.6199 gals.).
 QP0128
 QP0128.The modeled gravity was interpolated from observed gravity values.
 QP0128
 QP0128;                    North         East    Units  Estimated Accuracy
 QP0128;SPC MN C     -   211,030.      791,890.      MT  (+/- 180 meters Scaled)
 QP0128
 QP0128                          SUPERSEDED SURVEY CONTROL
 QP0128
 QP0128  NGVD 29 (??/??/92)  340.646  (m)         1117.60   (f) ADJ UNCH    2 0
 QP0128
 QP0128.Superseded values are not recommended for survey control.
 QP0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0128.See file dsdata.txt to determine how the superseded data were derived.
 QP0128
 QP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL950948(NAD 83)
 QP0128
 QP0128_MARKER: B = BOLT
 QP0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0128_SP_SET: TILE
 QP0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0128
 QP0128  HISTORY     - Date     Condition        Report By
 QP0128  HISTORY     - UNK      MONUMENTED       MRC
 QP0128  HISTORY     - 1934     GOOD             CGS
 QP0128
 QP0128                          STATION DESCRIPTION
 QP0128
 QP0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0128'1.2 MI N FROM LITTLE FALLS.
 QP0128'1.2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE UPPER RAILROAD BRIDGE
 QP0128'OVER THE MISSISSIPPI RIVER AT LITTLE FALLS, ABOUT 220 YARDS DOWNSTREAM
 QP0128'FROM THE FOOT OF A LARGE ISLAND, ON PROPERTY OF G.H. SNYDER, 150 FEET
 QP0128'UPSTREAM FROM HIS HOUSE, 100 FEET DOWNSTREAM FROM THE POULTRY HOUSE,
 QP0128'10 FEET BACK FROM THE TOP OF THE LEFT BANK OF THE RIVER, AND IN AN
 QP0128'OPEN SPACE.  IN 1898 ITHE MARK WAS REFERENCED BY THE FOLLOWING BALZED
 QP0128'TREES-- 8-INCH OAK, 74 FEET DISTANT IN AZIMUTH 294 DEGREES. 8-INCH
 QP0128'OAK, 71 FEET DISTANT IN AZIMUTH 248 DEGREES.  AND 5-INCH OAK, 26 FEET
 QP0128'DISTANT IN AZIMUTH 89 DEGREES.  THE TOP OF A COPPER BOLT LEADED IN A
 QP0128'TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 QP0128'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 QP0128'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0127 ***********************************************************************
 QP0127  DESIGNATION -  302/2 CAP
 QP0127  PID         -  QP0127
 QP0127  STATE/COUNTY-  MN/MORRISON
 QP0127  COUNTRY     -  US
 QP0127  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0127
 QP0127                         *CURRENT SURVEY CONTROL
 QP0127  ______________________________________________________________________
 QP0127* NAD 83(1986) POSITION- 45 59 56.     (N) 094 21 17.     (W)   SCALED    
 QP0127* NAVD 88 ORTHO HEIGHT -   342.000  (meters)    1122.05  (feet) ADJUSTED  
 QP0127  ______________________________________________________________________
 QP0127  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 QP0127  DYNAMIC HEIGHT  -        342.009 (meters)     1122.07  (feet) COMP
 QP0127  MODELED GRAVITY -    980,632.0   (mgal)                       NAVD 88
 QP0127
 QP0127  VERT ORDER      -  FIRST     CLASS I
 QP0127
 QP0127.The horizontal coordinates were scaled from a topographic map and have
 QP0127.an estimated accuracy of +/- 6 seconds.
 QP0127.
 QP0127.The orthometric height was determined by differential leveling and
 QP0127.adjusted in June 1991.
 QP0127
 QP0127.The dynamic height is computed by dividing the NAVD 88
 QP0127.geopotential number by the normal gravity value computed on the
 QP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0127.degrees latitude (g = 980.6199 gals.).
 QP0127
 QP0127.The modeled gravity was interpolated from observed gravity values.
 QP0127
 QP0127;                    North         East    Units  Estimated Accuracy
 QP0127;SPC MN C     -   211,030.      791,890.      MT  (+/- 180 meters Scaled)
 QP0127
 QP0127                          SUPERSEDED SURVEY CONTROL
 QP0127
 QP0127  NGVD 29 (??/??/92)  341.856  (m)         1121.57   (f) ADJ UNCH    1 1
 QP0127
 QP0127.Superseded values are not recommended for survey control.
 QP0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0127.See file dsdata.txt to determine how the superseded data were derived.
 QP0127
 QP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL950948(NAD 83)
 QP0127
 QP0127_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QP0127_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QP0127_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QP0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0127
 QP0127  HISTORY     - Date     Condition        Report By
 QP0127  HISTORY     - UNK      MONUMENTED       MRC
 QP0127  HISTORY     - 1934     GOOD             CGS
 QP0127
 QP0127                          STATION DESCRIPTION
 QP0127
 QP0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QP0127'1.2 MI N FROM LITTLE FALLS.
 QP0127'1.2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE UPPER RAILROAD BRIDGE
 QP0127'OVER THE MISSISSIPPI RIVER AT LITTLE FALLS, ABOUT 220 YARDS DOWNSTREAM
 QP0127'FROM THE FOOT OF A LARGE ISLAND, ON PROPERTY OF G.H. SNYDER, 150 FEET
 QP0127'UPSTREAM FROM HIS HOUSE, 100 FEET DOWNSTREAM FROM THE POULTRY HOUSE,
 QP0127'10 FEET BACK FROM THE TOP OF THE LEFT BANK OF THE RIVER, AND IN AN
 QP0127'OPEN SPACE.  IN 1898 THE MARK WAS REFERENCED BY THE FOLLOWING BLAZED
 QP0127'TREES-- 8-INCH OAK, 74 FEET DISTANT IN AZIMUTH 294 DEGREES. 8-INCH
 QP0127'OAK, 71 FEET DISTANT IN AZIMUTH 248 DEGREES.  AND 5-INCH OAK, 26 FEET
 QP0127'DISTANT IN AZIMUTH 89 DEGREES.  A 4-INCH IRON PIPE BEARING A
 QP0127'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 10
 QP0127'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0359 ***********************************************************************
 TC0359  DESIGNATION -  303 USE
 TC0359  PID         -  TC0359
 TC0359  STATE/COUNTY-  MN/ROSEAU
 TC0359  COUNTRY     -  US
 TC0359  USGS QUAD   -  WARROAD (1994)
 TC0359
 TC0359                         *CURRENT SURVEY CONTROL
 TC0359  ______________________________________________________________________
 TC0359* NAD 83(1986) POSITION- 48 54 17.     (N) 095 18 46.     (W)   SCALED    
 TC0359* NAVD 88 ORTHO HEIGHT -   325.135  (meters)    1066.71  (feet) POSTED    
 TC0359  ______________________________________________________________________
 TC0359  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 TC0359  DYNAMIC HEIGHT  -        325.23  (meters)     1067.0   (feet) COMP
 TC0359  MODELED GRAVITY -    980,893.1   (mgal)                       NAVD 88
 TC0359
 TC0359  VERT ORDER      -  * POSTED, Code NC , SEE BELOW
 TC0359
 TC0359.The horizontal coordinates were scaled from a topographic map and have
 TC0359.an estimated accuracy of +/- 6 seconds.
 TC0359.
 TC0359.The orthometric height was determined by differential leveling
 TC0359.and adjusted by the  in 1992.
 TC0359
 TC0359.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 TC0359.was located on a no-check spur therefore a value was not computed.
 TC0359
 TC0359.No vertical observational check was made to the station.
 TC0359
 TC0359.The dynamic height is computed by dividing the NAVD 88
 TC0359.geopotential number by the normal gravity value computed on the
 TC0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0359.degrees latitude (g = 980.6199 gals.).
 TC0359
 TC0359.The modeled gravity was interpolated from observed gravity values.
 TC0359
 TC0359;                    North         East    Units  Estimated Accuracy
 TC0359;SPC MN N     -   369,680.      637,790.      MT  (+/- 180 meters Scaled)
 TC0359
 TC0359                          SUPERSEDED SURVEY CONTROL
 TC0359
 TC0359  NGVD 29 (??/??/92)  324.720  (m)         1065.35   (f) ADJ UNCH    2 0
 TC0359
 TC0359.Superseded values are not recommended for survey control.
 TC0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0359.See file dsdata.txt to determine how the superseded data were derived.
 TC0359
 TC0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ305194(NAD 83)
 TC0359
 TC0359_MARKER: P = PIPE CAP
 TC0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 TC0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 TC0359_STAMPING: 303
 TC0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0359
 TC0359  HISTORY     - Date     Condition        Report By
 TC0359  HISTORY     - UNK      MONUMENTED       DOD
 TC0359  HISTORY     - 1972     GOOD             MNDT
 TC0359  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0359
 TC0359                          STATION DESCRIPTION
 TC0359
 TC0359'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0359'IN WARROAD.
 TC0359'0.3 MILES EAST ALONG LAKE STREET FROM THE JUNCTION OF LAKE STREET AND
 TC0359'TH 11 (STATE STREET) IN WARROAD, THENCE, 0.05 MILES SOUTH ALONG A CITY
 TC0359'(1 BLOCK) STREET, 44 FEET NORTH OF THE SOUTH EDGE OF A RETAINING WALL
 TC0359'ON THE NORTH BANK OF THE WARROAD RIVER, 21 FEET EAST OF A 24 INCH OAK
 TC0359'TREE, 17 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A WHITE
 TC0359'STUCCO HOUSE, ABOUT 10 FEET HIGHER THAN THE RIVER AND ABOUT LEVEL WITH
 TC0359'THE LAWN.  CORNER OF SE 1/4, SEC 29, T 163, R 36.
 TC0359
 TC0359                          STATION RECOVERY (1981)
 TC0359
 TC0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0359'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0139 ***********************************************************************
 RO0139  DESIGNATION -  303/2 BOLT
 RO0139  PID         -  RO0139
 RO0139  STATE/COUNTY-  MN/MORRISON
 RO0139  COUNTRY     -  US
 RO0139  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0139
 RO0139                         *CURRENT SURVEY CONTROL
 RO0139  ______________________________________________________________________
 RO0139* NAD 83(1986) POSITION- 46 02 03.     (N) 094 20 16.     (W)   SCALED    
 RO0139* NAVD 88 ORTHO HEIGHT -   343.77   (+/-2cm)    1127.9   (feet) VERTCON   
 RO0139  ______________________________________________________________________
 RO0139  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 RO0139  VERT ORDER      -  ? (See Below)
 RO0139
 RO0139.The horizontal coordinates were scaled from a topographic map and have
 RO0139.an estimated accuracy of +/- 6 seconds.
 RO0139.
 RO0139.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0139
 RO0139.The vertical order pertains to the NGVD 29 superseded value.
 RO0139
 RO0139;                    North         East    Units  Estimated Accuracy
 RO0139;SPC MN C     -   214,950.      793,210.      MT  (+/- 180 meters Scaled)
 RO0139
 RO0139                          SUPERSEDED SURVEY CONTROL
 RO0139
 RO0139  NGVD 29 (??/??/92)  343.620  (m)         1127.36   (f) ADJ UNCH       
 RO0139
 RO0139.Superseded values are not recommended for survey control.
 RO0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0139.See file dsdata.txt to determine how the superseded data were derived.
 RO0139
 RO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL964987(NAD 83)
 RO0139
 RO0139_MARKER: B = BOLT
 RO0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0139_SP_SET: TILE
 RO0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0139
 RO0139  HISTORY     - Date     Condition        Report By
 RO0139  HISTORY     - UNK      MONUMENTED       MRC
 RO0139  HISTORY     - 1934     MARK NOT FOUND   CGS
 RO0139  HISTORY     - 1976     MARK NOT FOUND   NGS
 RO0139
 RO0139                          STATION DESCRIPTION
 RO0139
 RO0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0139'0.5 MI S FROM BELLE PRAIRIE.
 RO0139'OPPOSITE A POINT ABOUT 1/2 MILE SOUTH ALONG THE NORTHERN PACIFIC
 RO0139'RAILWAY FROM THE STATION AT BELLE PRAIRIE, ABOUT 330 YARDS BACK FROM
 RO0139'THE LEFT BANK OF THE MISSISSIPPI RIVER, AT A CURVE IN THE RIVER ROAD
 RO0139'ABOUT 1/8 MILE WEST OF ITS JUNCTION WITH U.S. HIGHWAY 371, 235 FEET
 RO0139'DISTANT IN AZIMUTH 62 DEGREES FROM BELLE PRAIRIE CHURCH, 48 YARDS
 RO0139'NORTH OF THE LINE OF THE NORTH WALL OF THE CHURCH, 19 YARDS NORTH OF A
 RO0139'FENCE CORNER, 6 FEET WEST OF A BLAZED OAK TREE, AND 2 FEET WEST OF A
 RO0139'FENCE.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 4 FEET
 RO0139'UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING
 RO0139'A MISSISSIPPI RIVER COMMISSION STANDARD CAP.  NOTE-- THIS PIPE AND CAP
 RO0139'WERE LAST SEEN IN 1932 BY THE FATHER OF THE CHURCH NEARBY. THERE HAS
 RO0139'BEEN ROAD WORK DONE HERE AND AS THE OLD WITNESS POINTS ARE DESTROYED,
 RO0139'NO DIGGING WAS DONE.  IT IS POSSIBLE THAT THE MARK HAS BEEN COVERED.
 RO0139
 RO0139                          STATION RECOVERY (1976)
 RO0139
 RO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0139'A THOROUGH SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 RO0139'A PIPE IN THIS VICINITY WAS LOCATED BUT IF IT WAS THE RIGHT ONE THE
 RO0139'CAP WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0138 ***********************************************************************
 RO0138  DESIGNATION -  303/2 CAP
 RO0138  PID         -  RO0138
 RO0138  STATE/COUNTY-  MN/MORRISON
 RO0138  COUNTRY     -  US
 RO0138  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0138
 RO0138                         *CURRENT SURVEY CONTROL
 RO0138  ______________________________________________________________________
 RO0138* NAD 83(1986) POSITION- 46 02 03.     (N) 094 20 16.     (W)   SCALED    
 RO0138* NAVD 88 ORTHO HEIGHT -   344.98   (+/-2cm)    1131.8   (feet) VERTCON   
 RO0138  ______________________________________________________________________
 RO0138  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 RO0138  VERT ORDER      -  ? (See Below)
 RO0138
 RO0138.The horizontal coordinates were scaled from a topographic map and have
 RO0138.an estimated accuracy of +/- 6 seconds.
 RO0138.
 RO0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0138
 RO0138.The vertical order pertains to the NGVD 29 superseded value.
 RO0138
 RO0138;                    North         East    Units  Estimated Accuracy
 RO0138;SPC MN C     -   214,950.      793,210.      MT  (+/- 180 meters Scaled)
 RO0138
 RO0138                          SUPERSEDED SURVEY CONTROL
 RO0138
 RO0138  NGVD 29 (??/??/92)  344.832  (m)         1131.34   (f) ADJ UNCH       
 RO0138
 RO0138.Superseded values are not recommended for survey control.
 RO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0138.See file dsdata.txt to determine how the superseded data were derived.
 RO0138
 RO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL964987(NAD 83)
 RO0138
 RO0138_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0138_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0138_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0138
 RO0138  HISTORY     - Date     Condition        Report By
 RO0138  HISTORY     - UNK      MONUMENTED       MRC
 RO0138  HISTORY     - 1934     MARK NOT FOUND   CGS
 RO0138
 RO0138                          STATION DESCRIPTION
 RO0138
 RO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0138'0.5 MI S FROM BELLE PRAIRIE.
 RO0138'OPPOSITE A POINT ABOUT 1/2 MILE SOUTH ALONG THE NORTHERN PACIFIC
 RO0138'RAILWAY FROM THE STATION AT BELLE PRAIRIE, ABOUT 330 YARDS BACK FROM
 RO0138'THE LEFT BANK OF THE MISSISSIPPI RIVER, AT A CURVE IN THE RIVER ROAD
 RO0138'ABOUT 1/8 MILE WEST OF ITS JUNCTION WITH U.S. HIGHWAY 371, 235 FEET
 RO0138'DISTANT IN AZIMUTH 62 DEGREES FROM BELLE PRAIRIE CHURCH, 48 YARDS
 RO0138'NORTH OF THE LINE OF THE NORTH WALL OF THE CHURCH, 19 YARDS NORTH OF A
 RO0138'FENCE CORNER, 6 FEET WEST OF A BLAZED OAK TREE, AND 2 FEET WEST OF A
 RO0138'FENCE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 RO0138'STANDARD CAP.  NOTE-- THIS PIPE AND CAP WERE LAST SEEN IN 1932 BY THE
 RO0138'FATHER OF THE CHURCH NEARBY.  THERE HAS BEEN ROAD WORK DONE HERE AND
 RO0138'AS THE OLD WITNESS POINTS ARE DESTROYED, NO DIGGING WAS DONE.  IT IS
 RO0138'POSSIBLE THAT THE MARK HAS BEEN COVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1482 ***********************************************************************
 SJ1482  DESIGNATION -  304 CAP
 SJ1482  PID         -  SJ1482
 SJ1482  STATE/COUNTY-  MN/ITASCA
 SJ1482  COUNTRY     -  US
 SJ1482  USGS QUAD   -  BALL CLUB (1996)
 SJ1482
 SJ1482                         *CURRENT SURVEY CONTROL
 SJ1482  ______________________________________________________________________
 SJ1482* NAD 83(1986) POSITION- 47 19 27.     (N) 093 57 13.     (W)   SCALED    
 SJ1482* NAVD 88 ORTHO HEIGHT -   395.285  (meters)    1296.86  (feet) ADJUSTED  
 SJ1482  ______________________________________________________________________
 SJ1482  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 SJ1482  DYNAMIC HEIGHT  -        395.323 (meters)     1296.99  (feet) COMP
 SJ1482  MODELED GRAVITY -    980,699.8   (mgal)                       NAVD 88
 SJ1482
 SJ1482  VERT ORDER      -  SECOND    CLASS 0
 SJ1482
 SJ1482.The horizontal coordinates were scaled from a topographic map and have
 SJ1482.an estimated accuracy of +/- 6 seconds.
 SJ1482.
 SJ1482.The orthometric height was determined by differential leveling and
 SJ1482.adjusted in June 1991.
 SJ1482
 SJ1482.The dynamic height is computed by dividing the NAVD 88
 SJ1482.geopotential number by the normal gravity value computed on the
 SJ1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1482.degrees latitude (g = 980.6199 gals.).
 SJ1482
 SJ1482.The modeled gravity was interpolated from observed gravity values.
 SJ1482
 SJ1482;                    North         East    Units  Estimated Accuracy
 SJ1482;SPC MN N     -   191,980.      735,480.      MT  (+/- 180 meters Scaled)
 SJ1482
 SJ1482                          SUPERSEDED SURVEY CONTROL
 SJ1482
 SJ1482  NGVD 29 (??/??/92)  395.034  (m)         1296.04   (f) ADJ UNCH    2 0
 SJ1482
 SJ1482.Superseded values are not recommended for survey control.
 SJ1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1482.See file dsdata.txt to determine how the superseded data were derived.
 SJ1482
 SJ1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN279416(NAD 83)
 SJ1482
 SJ1482_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 SJ1482_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SJ1482_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SJ1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1482
 SJ1482  HISTORY     - Date     Condition        Report By
 SJ1482  HISTORY     - UNK      MONUMENTED       USE
 SJ1482  HISTORY     - 1948     GOOD             CGS
 SJ1482
 SJ1482                          STATION DESCRIPTION
 SJ1482
 SJ1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SJ1482'0.9 MI W FROM BALL CLUB.
 SJ1482'ABOUT 0.9 MILE WEST ALONG THE GREAT NORTHERN RAILWAY FROM THE STATION
 SJ1482'AT BALL CLUB, ITASCA COUNTY, ABOUT 440 YARDS EAST OF THE DRAWBRIDGE
 SJ1482'OVER THE MISSISSIPPI RIVER, ABOUT 192 FEET NORTH OF THE CENTER LINE OF
 SJ1482'THE TRACK, AND ON THE HIGH LEFT BANK OF THE MISSISSIPPI RIVER.  A
 SJ1482'3-INCH IRON PIPE BEARING A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 SJ1482'CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0141 ***********************************************************************
 RO0141  DESIGNATION -  304/2 BOLT
 RO0141  PID         -  RO0141
 RO0141  STATE/COUNTY-  MN/MORRISON
 RO0141  COUNTRY     -  US
 RO0141  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0141
 RO0141                         *CURRENT SURVEY CONTROL
 RO0141  ______________________________________________________________________
 RO0141* NAD 83(1986) POSITION- 46 04 12.     (N) 094 19 42.     (W)   SCALED    
 RO0141* NAVD 88 ORTHO HEIGHT -   346.09   (+/-2cm)    1135.5   (feet) VERTCON   
 RO0141  ______________________________________________________________________
 RO0141  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 RO0141  VERT ORDER      -  ? (See Below)
 RO0141
 RO0141.The horizontal coordinates were scaled from a topographic map and have
 RO0141.an estimated accuracy of +/- 6 seconds.
 RO0141.
 RO0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0141
 RO0141.The vertical order pertains to the NGVD 29 superseded value.
 RO0141
 RO0141;                    North         East    Units  Estimated Accuracy
 RO0141;SPC MN C     -   218,930.      793,940.      MT  (+/- 180 meters Scaled)
 RO0141
 RO0141                          SUPERSEDED SURVEY CONTROL
 RO0141
 RO0141  NGVD 29 (??/??/92)  345.937  (m)         1134.96   (f) ADJ UNCH       
 RO0141
 RO0141.Superseded values are not recommended for survey control.
 RO0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0141.See file dsdata.txt to determine how the superseded data were derived.
 RO0141
 RO0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM972026(NAD 83)
 RO0141
 RO0141_MARKER: B = BOLT
 RO0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0141_SP_SET: TILE
 RO0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0141
 RO0141  HISTORY     - Date     Condition        Report By
 RO0141  HISTORY     - UNK      MONUMENTED       MRC
 RO0141  HISTORY     - 1934     GOOD             CGS
 RO0141
 RO0141                          STATION DESCRIPTION
 RO0141
 RO0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0141'IN CAMP RIPLEY JNCT.
 RO0141'ABOUT 760 FEET SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RO0141'STATION AT CAP RIPLEY JUNCTION, 280 FEET SOUTH OF THE SOUTH HEAD BLOCK
 RO0141'OF THE SPUR LEADING TO THE CAMP, 198 FEET WEST OF THE WEST RAIL, 109
 RO0141'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 371, 30 FEET SOUTH OF THE
 RO0141'CENTERLINE OF A SECTIONLINE ROAD LEADING EAST, 10 FEET SOUTH OF A
 RO0141'FENCE CORNER, AND 1 FOOT EAST OF A FENCE.  THE TOP OF A COPPER BOLT
 RO0141'LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 RO0141'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 RO0141'STANDARD CAP AND PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0140 ***********************************************************************
 RO0140  DESIGNATION -  304/2 CAP
 RO0140  PID         -  RO0140
 RO0140  STATE/COUNTY-  MN/MORRISON
 RO0140  COUNTRY     -  US
 RO0140  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0140
 RO0140                         *CURRENT SURVEY CONTROL
 RO0140  ______________________________________________________________________
 RO0140* NAD 83(1986) POSITION- 46 04 12.8    (N) 094 19 42.4    (W)   HD_HELD2  
 RO0140* NAVD 88 ORTHO HEIGHT -   347.299  (meters)    1139.43  (feet) ADJUSTED  
 RO0140  ______________________________________________________________________
 RO0140  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 RO0140  DYNAMIC HEIGHT  -        347.311 (meters)     1139.47  (feet) COMP
 RO0140  MODELED GRAVITY -    980,637.9   (mgal)                       NAVD 88
 RO0140
 RO0140  VERT ORDER      -  FIRST     CLASS I
 RO0140
 RO0140.The horizontal coordinates were established by autonomous hand held GPS
 RO0140.observations and have an estimated accuracy of +/- 10 meters.
 RO0140.
 RO0140.The orthometric height was determined by differential leveling and
 RO0140.adjusted in June 1991.
 RO0140
 RO0140.Photographs are available for this station.
 RO0140
 RO0140.The dynamic height is computed by dividing the NAVD 88
 RO0140.geopotential number by the normal gravity value computed on the
 RO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0140.degrees latitude (g = 980.6199 gals.).
 RO0140
 RO0140.The modeled gravity was interpolated from observed gravity values.
 RO0140
 RO0140;                    North         East    Units  Estimated Accuracy
 RO0140;SPC MN C     -   218,954.      793,932.      MT  (+/- 10 meters HH2 GPS)
 RO0140
 RO0140                          SUPERSEDED SURVEY CONTROL
 RO0140
 RO0140.No superseded survey control is available for this station.
 RO0140
 RO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9726602707(NAD 83)
 RO0140
 RO0140_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0140_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0140_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0140_STAMPING: P.B.M. U. S.
 RO0140_MARK LOGO: MRC   
 RO0140_PROJECTION: PROJECTING 5 CENTIMETERS
 RO0140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0140+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 RO0140
 RO0140  HISTORY     - Date     Condition        Report By
 RO0140  HISTORY     - 1898     MONUMENTED       MRC
 RO0140  HISTORY     - 1934     GOOD             CGS
 RO0140  HISTORY     - 1976     GOOD             NGS
 RO0140  HISTORY     - 20020918 GOOD             MNDT
 RO0140  HISTORY     - 20060530 GOOD             MNDT
 RO0140
 RO0140                          STATION DESCRIPTION
 RO0140
 RO0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0140'IN CAMP RIPLEY JNCT.
 RO0140'ABOUT 760 FEET SOUTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 RO0140'STATION AT CAP RIPLEY JUNCTION, 280 FEET SOUTH OF THE SOUTH HEAD BLOCK
 RO0140'OF THE SPUR LEADING TO THE CAMP, 198 FEET WEST OF THE WEST RAIL, 109
 RO0140'FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 371, 30 FEET SOUTH OF THE
 RO0140'CENTERLINE OF A SECTIONLINE ROAD LEADING EAST, 10 FEET SOUTH OF A
 RO0140'FENCE CORNER, AND 1 FOOT EAST OF A FENCE.  A 4-INCH IRON PIPE BEARING
 RO0140'A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 8
 RO0140'INCHES ABOVE GROUND.
 RO0140
 RO0140                          STATION RECOVERY (1976)
 RO0140
 RO0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0140'6.7 MILES NORTH ALONG STATE HIGHWAY 371 FROM THE STATE HIGHWAY 27
 RO0140'UNDERPASS, AT THE JUNCTION OF COUNTY HIGHWAY 47 LEADING EAST, 90 FT.
 RO0140'WEST OF THE CENTER LINE OF THE HIGHWAY, 32 FT. SOUTH OF THE EXTENDED
 RO0140'CENTER LINE OF THE COUNTY HIGHWAY, 55 FT. SOUTH OF THE CENTER LINE OF
 RO0140'A DRIVE TO THE HOUSE AT FIRE NUMBER Z 209, 10 FT. NORTHEAST OF A
 RO0140'FORKED PINE TREE, 46 FT. SOUTHEAST OF A FENCE CORNER POST, 6.5 FT.
 RO0140'SOUTH OF A PINE TREE, A COPPER BOLT SET IN A TILE ABOUT 3 FT. BELOW
 RO0140'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RO0140'IRON PIPE BEARING A CAP WHICH PROJECTS 0.5 FT. ABOVE THE GROUND.
 RO0140
 RO0140                          STATION RECOVERY (2002)
 RO0140
 RO0140'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO0140'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 RO0140'LITTLE FALLS, 5.9 MI (9.5 KM) WEST OF FREEDHEM AND 2.5 MI (4.0 KM)
 RO0140'NORTH OF BELLE PRAIRIE.
 RO0140' 
 RO0140'TO REACH FROM THE INTERSECTION OF COUNTY ROAD 76 AND TRUNK HIGHWAY 115
 RO0140'AT CAMP RIPLEY, GO 0.20 MI (0.3 KM) SOUTH ALONG COUNTY ROAD 76 TO THE
 RO0140'MARK ON THE RIGHT.
 RO0140' 
 RO0140'THE MARK IS FOUND 90 FT (27.4 M) WEST OF COUNTY ROAD 76, 55 FT (16.8
 RO0140'M) SOUTH OF THE ENTRANCE TO FIRE NUMBER Z 209, 46 FT (14.0 M)
 RO0140'SOUTHEAST OF A FENCE CORNER, 10 FT (3.0 M) NORTHEAST OF PINE TREE, 6.5
 RO0140'FT (2.0 M) SOUTH OF PINE TREE AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS
 RO0140'POST.
 RO0140
 RO0140                          STATION RECOVERY (2006)
 RO0140
 RO0140'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RO0140'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHEAST OF
 RO0140'LITTLE FALLS, 5.8 MI (9.3 KM) WEST OF FREEDHEM AND 2.5 MI (4.0 KM)
 RO0140'NORTH OF BELLE PRAIRIE.
 RO0140' 
 RO0140'TO REACH FROM THE INTERSECTION OF OF COUNTY ROAD 76 AND TRUNK HIGHWAY
 RO0140'115 IN CAMP RIPLEY, GO 0.20 MI (0.3 KM) SOUTH ALONG COUNTY ROAD 76 TO
 RO0140'THE MARK ON THE RIGHT WEST OF EXTENDED 213TH STREET.
 RO0140' 
 RO0140'THE MARK IS FOUND 55 FT (16.8 M) SOUTH OF THE ENTRANCE TO FIRE NUMBER
 RO0140'Z209, 46 FT (14.0 M) SOUTHEAST OF A FENCE CORNER, 10 FT (3.0 M)
 RO0140'NORTHEAST OF PINE TREE, 6.5 FT (2.0 M) SOUTH OF PINE TREE AND 1.0 FT
 RO0140'(0.3 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0143 ***********************************************************************
 RO0143  DESIGNATION -  305/2 BOLT
 RO0143  PID         -  RO0143
 RO0143  STATE/COUNTY-  MN/MORRISON
 RO0143  COUNTRY     -  US
 RO0143  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0143
 RO0143                         *CURRENT SURVEY CONTROL
 RO0143  ______________________________________________________________________
 RO0143* NAD 83(1986) POSITION- 46 06 14.     (N) 094 20 28.     (W)   SCALED    
 RO0143* NAVD 88 ORTHO HEIGHT -   348.14   (+/-2cm)    1142.2   (feet) VERTCON   
 RO0143  ______________________________________________________________________
 RO0143  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 RO0143  VERT ORDER      -  ? (See Below)
 RO0143
 RO0143.The horizontal coordinates were scaled from a topographic map and have
 RO0143.an estimated accuracy of +/- 6 seconds.
 RO0143.
 RO0143.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0143
 RO0143.The vertical order pertains to the NGVD 29 superseded value.
 RO0143
 RO0143;                    North         East    Units  Estimated Accuracy
 RO0143;SPC MN C     -   222,700.      792,960.      MT  (+/- 180 meters Scaled)
 RO0143
 RO0143                          SUPERSEDED SURVEY CONTROL
 RO0143
 RO0143  NGVD 29 (??/??/92)  347.985  (m)         1141.68   (f) ADJ UNCH       
 RO0143
 RO0143.Superseded values are not recommended for survey control.
 RO0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0143.See file dsdata.txt to determine how the superseded data were derived.
 RO0143
 RO0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM963064(NAD 83)
 RO0143
 RO0143_MARKER: B = BOLT
 RO0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0143_SP_SET: TILE
 RO0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0143
 RO0143  HISTORY     - Date     Condition        Report By
 RO0143  HISTORY     - UNK      MONUMENTED       MRC
 RO0143  HISTORY     - 1934     MARK NOT FOUND   CGS
 RO0143
 RO0143                          STATION DESCRIPTION
 RO0143
 RO0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0143'2.5 MI N FROM CAMP RIPLEY JUNCT.
 RO0143'2-1/2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE RAILROAD BRIDGE OVER
 RO0143'MISSISSIPPI RIVER AT CAMP RIPLEY JUNCTION, 0.3 MILE NORTH OF THE SOUTH
 RO0143'LINE OF SEC. 23, T 42 N, R 32 W, ABOUT 1/2 MILE DOWNSTREAM FROM THE
 RO0143'FOOT OF ISLAND NO. 38, ABOUT 330 YARDS BACK FROM THE LEFT BANK OF THE
 RO0143'RIVER, ON PROPERTY OWNED IN 1898 BY DR. BRAUCHAUD, ABOUT 660 YARDS
 RO0143'DOWNSTREAM FROM THE HOUSE, ABOUT 110 YARDS UPSTREAM FROM THE UPPER ONE
 RO0143'OF TWO LONE PINE TREES IN A CULTIVATED FIELD, OPPOSITE THE EDGE OF THE
 RO0143'TIMBER ALONG THE RIVER, 14 FEET NORTHEAST OF A BLAZED OAK TREE, ABOUT
 RO0143'9 YARDS SOUTH OF A FENCE CORNER, AND 1/2 YARD EAST OF A
 RO0143'NORTH-AND-SOUTH FENCE.  THE TOP OF A COPPER BOLT LEADED IN A TILE 4
 RO0143'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 RO0143'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0142 ***********************************************************************
 RO0142  DESIGNATION -  305/2 CAP
 RO0142  PID         -  RO0142
 RO0142  STATE/COUNTY-  MN/MORRISON
 RO0142  COUNTRY     -  US
 RO0142  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0142
 RO0142                         *CURRENT SURVEY CONTROL
 RO0142  ______________________________________________________________________
 RO0142* NAD 83(1986) POSITION- 46 06 14.     (N) 094 20 28.     (W)   SCALED    
 RO0142* NAVD 88 ORTHO HEIGHT -   349.36   (+/-2cm)    1146.2   (feet) VERTCON   
 RO0142  ______________________________________________________________________
 RO0142  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 RO0142  VERT ORDER      -  ? (See Below)
 RO0142
 RO0142.The horizontal coordinates were scaled from a topographic map and have
 RO0142.an estimated accuracy of +/- 6 seconds.
 RO0142.
 RO0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0142
 RO0142.The vertical order pertains to the NGVD 29 superseded value.
 RO0142
 RO0142;                    North         East    Units  Estimated Accuracy
 RO0142;SPC MN C     -   222,700.      792,960.      MT  (+/- 180 meters Scaled)
 RO0142
 RO0142                          SUPERSEDED SURVEY CONTROL
 RO0142
 RO0142  NGVD 29 (??/??/92)  349.200  (m)         1145.67   (f) ADJ UNCH       
 RO0142
 RO0142.Superseded values are not recommended for survey control.
 RO0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0142.See file dsdata.txt to determine how the superseded data were derived.
 RO0142
 RO0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM963064(NAD 83)
 RO0142
 RO0142_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0142_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0142_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0142
 RO0142  HISTORY     - Date     Condition        Report By
 RO0142  HISTORY     - UNK      MONUMENTED       MRC
 RO0142  HISTORY     - 1934     MARK NOT FOUND   CGS
 RO0142
 RO0142                          STATION DESCRIPTION
 RO0142
 RO0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0142'2.5 MI N FROM CAMP RIPLEY JUNCT.
 RO0142'2-1/2 MILES UPSTREAM ALONG THE LEFT BANK FROM THE RAILROAD BRIDGE OVER
 RO0142'MISSISSIPPI RIVER AT CAMP RIPLEY JUNCTION, 0.3 MILE NORTH OF THE SOUTH
 RO0142'LINE OF SEC. 23, T 42 N, R 32 W, ABOUT 1/2 MILE DOWNSTREAM FROM THE
 RO0142'FOOT OF ISLAND NO. 38, ABOUT 330 YARDS BACK FROM THE LEFT BANK OF THE
 RO0142'RIVER, ON PROPERTY OWNED IN 1898 BY DR. BRAUCHAUD, ABOUT 660 YARDS
 RO0142'DOWNSTREAM FROM THE HOUSE, ABOUT 110 YARDS UPSTREAM FROM THE UPPER ONE
 RO0142'OF TWO LONE PINE TREES IN A CULTIVATED FIELD, OPPOSITE THE EDGE OF THE
 RO0142'TIMBER ALONG THE RIVER, 14 FEET NORTHEAST OF A BLAZED OAK TREE, ABOUT
 RO0142'9 YARDS SOUTH OF A FENCE CORNER, AND 1/2 YARD EAST OF A
 RO0142'NORTH-AND-SOUTH FENCE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0142'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0145 ***********************************************************************
 RO0145  DESIGNATION -  306/2 BOLT
 RO0145  PID         -  RO0145
 RO0145  STATE/COUNTY-  MN/MORRISON
 RO0145  COUNTRY     -  US
 RO0145  USGS QUAD   -  FORT RIPLEY (1956)
 RO0145
 RO0145                         *CURRENT SURVEY CONTROL
 RO0145  ______________________________________________________________________
 RO0145* NAD 83(1986) POSITION- 46 08 18.     (N) 094 22 03.     (W)   SCALED    
 RO0145* NAVD 88 ORTHO HEIGHT -   350.68   (+/-2cm)    1150.5   (feet) VERTCON   
 RO0145  ______________________________________________________________________
 RO0145  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 RO0145  VERT ORDER      -  ? (See Below)
 RO0145
 RO0145.The horizontal coordinates were scaled from a topographic map and have
 RO0145.an estimated accuracy of +/- 6 seconds.
 RO0145.
 RO0145.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0145
 RO0145.The vertical order pertains to the NGVD 29 superseded value.
 RO0145
 RO0145;                    North         East    Units  Estimated Accuracy
 RO0145;SPC MN C     -   226,530.      790,920.      MT  (+/- 180 meters Scaled)
 RO0145
 RO0145                          SUPERSEDED SURVEY CONTROL
 RO0145
 RO0145  NGVD 29 (??/??/92)  350.514  (m)         1149.98   (f) ADJ UNCH       
 RO0145
 RO0145.Superseded values are not recommended for survey control.
 RO0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0145.See file dsdata.txt to determine how the superseded data were derived.
 RO0145
 RO0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM943103(NAD 83)
 RO0145
 RO0145_MARKER: B = BOLT
 RO0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RO0145_SP_SET: TILE
 RO0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0145
 RO0145  HISTORY     - Date     Condition        Report By
 RO0145  HISTORY     - UNK      MONUMENTED       MRC
 RO0145  HISTORY     - 1934     GOOD             CGS
 RO0145
 RO0145                          STATION DESCRIPTION
 RO0145
 RO0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0145'0.7 MI S FROM FORT RIPLEY.
 RO0145'IN MORRISON COUNTY, 0.7 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY
 RO0145'FROM THE STATION AT FORT RIPLEY, CROW WING COUNTY, THENCE ABOUT 1/2
 RO0145'MILE WEST AND 1.3 MILES SOUTH ALONG THE OLD FORT RIPLEY FERRY ROAD,
 RO0145'0.3 MILE SOUTH OF THE NORTH LINE OF SEC. 10, T 42 N, R 32 W NEARLY
 RO0145'OPPOSITE THE FOOT OF ISLAND NO. 24, ABOUT 1,800 FEET BACK FROM THE
 RO0145'LEFT BANK OF THE MISSISSIPPI RIVER, 30 FEET WEST OF THE CENTERLINE OF
 RO0145'THE ROAD, 12 FEET SOUTH OF A 12-INCH BLAZED WHITE-OAK TREE, AND 11
 RO0145'FEET WEST OF A FENCE.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT
 RO0145'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 RO0145'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING
 RO0145'ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0144 ***********************************************************************
 RO0144  DESIGNATION -  306/2 CAP
 RO0144  PID         -  RO0144
 RO0144  STATE/COUNTY-  MN/MORRISON
 RO0144  COUNTRY     -  US
 RO0144  USGS QUAD   -  FORT RIPLEY (1956)
 RO0144
 RO0144                         *CURRENT SURVEY CONTROL
 RO0144  ______________________________________________________________________
 RO0144* NAD 83(1986) POSITION- 46 08 19.0    (N) 094 22 02.4    (W)   HD_HELD2  
 RO0144* NAVD 88 ORTHO HEIGHT -   351.891  (meters)    1154.50  (feet) ADJUSTED  
 RO0144  ______________________________________________________________________
 RO0144  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 RO0144  DYNAMIC HEIGHT  -        351.903 (meters)     1154.54  (feet) COMP
 RO0144  MODELED GRAVITY -    980,639.3   (mgal)                       NAVD 88
 RO0144
 RO0144  VERT ORDER      -  FIRST     CLASS I
 RO0144
 RO0144.The horizontal coordinates were established by autonomous hand held GPS
 RO0144.observations and have an estimated accuracy of +/- 10 meters.
 RO0144.
 RO0144.The orthometric height was determined by differential leveling and
 RO0144.adjusted in June 1991.
 RO0144
 RO0144.Photographs are available for this station.
 RO0144
 RO0144.The dynamic height is computed by dividing the NAVD 88
 RO0144.geopotential number by the normal gravity value computed on the
 RO0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0144.degrees latitude (g = 980.6199 gals.).
 RO0144
 RO0144.The modeled gravity was interpolated from observed gravity values.
 RO0144
 RO0144;                    North         East    Units  Estimated Accuracy
 RO0144;SPC MN C     -   226,559.      790,934.      MT  (+/- 10 meters HH2 GPS)
 RO0144
 RO0144                          SUPERSEDED SURVEY CONTROL
 RO0144
 RO0144  NGVD 29 (??/??/92)  351.731  (m)         1153.97   (f) ADJ UNCH    1 1
 RO0144
 RO0144.Superseded values are not recommended for survey control.
 RO0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0144.See file dsdata.txt to determine how the superseded data were derived.
 RO0144
 RO0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9438910357(NAD 83)
 RO0144
 RO0144_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0144_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0144
 RO0144  HISTORY     - Date     Condition        Report By
 RO0144  HISTORY     - UNK      MONUMENTED       MRC
 RO0144  HISTORY     - 1934     GOOD             CGS
 RO0144  HISTORY     - 1976     GOOD             NGS
 RO0144
 RO0144                          STATION DESCRIPTION
 RO0144
 RO0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0144'0.7 MI S FROM FORT RIPLEY.
 RO0144'IN MORRISON COUNTY, 0.7 MILE SOUTH ALONG THE NORTHERN PACIFIC RAILWAY
 RO0144'FROM THE STATION AT FORT RIPLEY, CROW WING COUNTY, THENCE ABOUT 1/2
 RO0144'MILE WEST AND 1.3 MILES SOUTH ALONG THE OLD FORT RIPLEY FERRY ROAD,
 RO0144'0.3 MILE SOUTH OF THE NORTH LINE OF SEC. 10, T 42 N, R 32 W NEARLY
 RO0144'OPPOSITE THE FOOT OF ISLAND NO. 24, ABOUT 1,800 FEET BACK FROM THE
 RO0144'LEFT BANK OF THE MISSISSIPPI RIVER, 30 FEET WEST OF THE CENTERLINE OF
 RO0144'THE ROAD, 12 FEET SOUTH OF A 12-INCH BLAZED WHITE-OAK TREE, AND 11
 RO0144'FEET WEST OF A FENCE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0144'COMMISSION STANDARD CAP AND PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 RO0144
 RO0144                          STATION RECOVERY (1976)
 RO0144
 RO0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0144'1.6 MILES SOUTH ALONG STATE HIGHWAY 37L FROM THE POST OFFICE AND
 RO0144'STORE, THENCE 0.75 MILE WEST ALONG A DIRT ROAD, THENCE 0.35 MILE
 RO0144'SOUTH ALONG A DIRT ROAD, 143 FT. SOUTHWEST OF AND ACROSS THE ROAD
 RO0144'FROM THE 1ST POWER LINE POLE SOUTH OF A POWER LINE POLE WITH A
 RO0144'TRANSFORMER, 33 FT. WEST OF THE CENTER LINE OF THE ROAD, 12 FT.
 RO0144'WEST-SOUTHWEST OF A WHITE OAK TREE, 14.1 FT. WEST OF A FENCE, A COPPER
 RO0144'BOLT SET IN A TILE SLAB ABOUT 3 FT. BELOW THE LEVEL OF THE GROUND,
 RO0144'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH
 RO0144'PROJECTS 0.6 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0147 ***********************************************************************
 RO0147  DESIGNATION -  307/2 BOLT
 RO0147  PID         -  RO0147
 RO0147  STATE/COUNTY-  MN/CROW WING
 RO0147  COUNTRY     -  US
 RO0147  USGS QUAD   -  FORT RIPLEY (1956)
 RO0147
 RO0147                         *CURRENT SURVEY CONTROL
 RO0147  ______________________________________________________________________
 RO0147* NAD 83(1986) POSITION- 46 10 45.     (N) 094 21 46.     (W)   SCALED    
 RO0147* NAVD 88 ORTHO HEIGHT -   353.67   (+/-2cm)    1160.3   (feet) VERTCON   
 RO0147  ______________________________________________________________________
 RO0147  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 RO0147  VERT ORDER      -  ? (See Below)
 RO0147
 RO0147.The horizontal coordinates were scaled from a topographic map and have
 RO0147.an estimated accuracy of +/- 6 seconds.
 RO0147.
 RO0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0147
 RO0147.The vertical order pertains to the NGVD 29 superseded value.
 RO0147
 RO0147;                    North         East    Units  Estimated Accuracy
 RO0147;SPC MN C     -   231,070.      791,290.      MT  (+/- 180 meters Scaled)
 RO0147
 RO0147                          SUPERSEDED SURVEY CONTROL
 RO0147
 RO0147  NGVD 29 (??/??/92)  353.500  (m)         1159.77   (f) ADJ UNCH       
 RO0147
 RO0147.Superseded values are not recommended for survey control.
 RO0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0147.See file dsdata.txt to determine how the superseded data were derived.
 RO0147
 RO0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM948148(NAD 83)
 RO0147
 RO0147_MARKER: B = BOLT
 RO0147_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0147_SP_SET: TILE
 RO0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0147
 RO0147  HISTORY     - Date     Condition        Report By
 RO0147  HISTORY     - UNK      MONUMENTED       MRC
 RO0147  HISTORY     - 1934     GOOD             CGS
 RO0147
 RO0147                          STATION DESCRIPTION
 RO0147
 RO0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0147'0.9 MI N FROM FORT RIPLEY.
 RO0147'0.9 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RO0147'FORT RIPLEY, CROW WING COUNTY, ABOUT 540 FEET NORTH OF THE
 RO0147'STEEL-GIRDER BRIDGE OVER NOKASIPPI RIVER, 47 FEET EAST OF THE
 RO0147'CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE. IN
 RO0147'1898 THE MARK WAS REFERENCED AS FOLLOWS-- SOUTHEAST CORNER OF HOUSE
 RO0147'WEST OF THE TRACK, 178 FEET DISTANT IN AZIMUTH 74 DEGREES. BLAZED
 RO0147'8-INCH OAK TREE, 17 FEET DISTANT IN AZIMUTH 281 DEGREES.  THE TOP OF A
 RO0147'COPPER BOLT LEADING IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO
 RO0147'WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0147'COMMISSION STANDARD CAP AND PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0146 ***********************************************************************
 RO0146  DESIGNATION -  307/2 CAP
 RO0146  PID         -  RO0146
 RO0146  STATE/COUNTY-  MN/CROW WING
 RO0146  COUNTRY     -  US
 RO0146  USGS QUAD   -  FORT RIPLEY (1956)
 RO0146
 RO0146                         *CURRENT SURVEY CONTROL
 RO0146  ______________________________________________________________________
 RO0146* NAD 83(1996) POSITION- 46 10 48.56458(N) 094 21 46.23497(W)   ADJUSTED  
 RO0146* NAD 83(1996) ELLIP HT-   328.127 (meters)        (03/21/07)   ADJUSTED
 RO0146* NAVD 88 ORTHO HEIGHT -   354.888  (meters)    1164.33  (feet) ADJUSTED  
 RO0146  ______________________________________________________________________
 RO0146  NAD 83(1996) X  -   -336,553.532 (meters)                     COMP
 RO0146  NAD 83(1996) Y  - -4,411,300.890 (meters)                     COMP
 RO0146  NAD 83(1996) Z  -  4,579,372.145 (meters)                     COMP
 RO0146  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC09
 RO0146  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 RO0146  DYNAMIC HEIGHT  -        354.901 (meters)     1164.37  (feet) COMP
 RO0146  MODELED GRAVITY -    980,641.6   (mgal)                       NAVD 88
 RO0146
 RO0146  HORZ ORDER      -  FIRST
 RO0146  VERT ORDER      -  SECOND    CLASS I
 RO0146  ELLP ORDER      -  FOURTH    CLASS I
 RO0146
 RO0146.The horizontal coordinates were established by GPS observations
 RO0146.and adjusted by the MN DEPT OF TRANSP in March 2007.
 RO0146
 RO0146.The orthometric height was determined by differential leveling and
 RO0146.adjusted in September 2010.
 RO0146
 RO0146.Photographs are available for this station.
 RO0146
 RO0146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0146
 RO0146.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0146
 RO0146.The ellipsoidal height was determined by GPS observations
 RO0146.and is referenced to NAD 83.
 RO0146
 RO0146.The dynamic height is computed by dividing the NAVD 88
 RO0146.geopotential number by the normal gravity value computed on the
 RO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0146.degrees latitude (g = 980.6199 gals.).
 RO0146
 RO0146.The modeled gravity was interpolated from observed gravity values.
 RO0146
 RO0146. The following values were computed from the NAD 83(1996) position.
 RO0146
 RO0146;                    North         East     Units Scale Factor Converg.
 RO0146;SPC MN C     -   231,175.790   791,287.869   MT  0.99992566   -0 04 53.9
 RO0146;SPC MN C     -   758,449.24  2,596,083.62   sFT  0.99992566   -0 04 53.9
 RO0146;UTM  15      - 5,114,967.150   394,815.319   MT  0.99973601   -0 59 00.3
 RO0146
 RO0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0146!SPC MN C     -   0.99994856  x   0.99992566  =   0.99987423
 RO0146!UTM  15      -   0.99994856  x   0.99973601  =   0.99968459
 RO0146
 RO0146                          SUPERSEDED SURVEY CONTROL
 RO0146
 RO0146  NAVD 88 (03/21/07)  354.89   (m)         1164.3    (f) LEVELING    3  
 RO0146  NAVD 88 (06/15/91)  354.880  (m)         1164.30   (f) SUPERSEDED  1 1
 RO0146  NGVD 29 (??/??/92)  354.714  (m)         1163.76   (f) ADJ UNCH    1 1
 RO0146
 RO0146.Superseded values are not recommended for survey control.
 RO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0146.See file dsdata.txt to determine how the superseded data were derived.
 RO0146
 RO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9481514967(NAD 83)
 RO0146
 RO0146_MARKER: DH = HORIZONTAL CONTROL DISK
 RO0146_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0146_STAMPING: UNSTAMPED
 RO0146_MARK LOGO: MRC   
 RO0146_PROJECTION: PROJECTING 15 CENTIMETERS
 RO0146_MAGNETIC: P = MARKER IS A STEEL PIPE
 RO0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0146+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 RO0146
 RO0146  HISTORY     - Date     Condition        Report By
 RO0146  HISTORY     - UNK      MONUMENTED       MRC
 RO0146  HISTORY     - 1934     GOOD             CGS
 RO0146  HISTORY     - 1976     GOOD             NGS
 RO0146  HISTORY     - 20021223 GOOD             MNDT
 RO0146  HISTORY     - 20060321 GOOD             MNDT
 RO0146
 RO0146                          STATION DESCRIPTION
 RO0146
 RO0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0146'0.9 MI N FROM FORT RIPLEY.
 RO0146'0.9 MILE NORTH ALONG THE NORTHERN PACIFIC RAILWAY FROM THE STATION AT
 RO0146'FORT RIPLEY, CROW WING COUNTY, ABOUT 540 FEET NORTH OF THE
 RO0146'STEEL-GIRDER BRIDGE OVER NOKASIPPI RIVER, 47 FEET EAST OF THE
 RO0146'CENTERLINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE. IN
 RO0146'1898 THE MARK WAS REFERENCED AS FOLLOWS-- SOUTHEAST CORNER OF HOUSE
 RO0146'WEST OF THE TRACK, 178 FEET DISTANT IN AZIMUTH 74 DEGREES. BLAZED
 RO0146'8-INCH OAK TREE, 17 FEET DISTANT IN AZIMUTH 281 DEGREES.  A 4-INCH
 RO0146'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 RO0146'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 RO0146
 RO0146                          STATION RECOVERY (1976)
 RO0146
 RO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 RO0146'1.0 MILE NORTH ALONG STATE HIGHWAY 371 FROM THE POST OFFICE AND STORE
 RO0146'0.15 MILE NORTH OF THE CONCRETE BRIDGE OVER THE NOKASIPPI RIVER,
 RO0146'142 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 46 FT. EAST OF THE
 RO0146'EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 9 FT. NORTHWEST OF
 RO0146'AN 18-INCH OAK TREE, A COPPER BOLT SET IN THE TOP OF A TILE SLAB
 RO0146'ABOUT 3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 RO0146'THROUGH A 4-INCH IRON PIPE BEARING A CAP WHICH PROJECTS 0.8 FT.
 RO0146'ABOVE THE GROUND.
 RO0146
 RO0146                          STATION RECOVERY (2002)
 RO0146
 RO0146'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO0146'RECOVERED AS DESCRIBED.
 RO0146
 RO0146                          STATION RECOVERY (2006)
 RO0146
 RO0146'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RO0146'1 MILE NORTH OF POST OFFICE AND STORE AT FORT RIPLEY, 0.15 MILE NORTH
 RO0146'OF NOKASIPPI RIVER, AT TRUNK HIGHWAY 371 MILEPOINT 14.7, 0.05 MILE
 RO0146'SOUTH OF HUMMINGBIRD LANE, 46 FEET EAST OF NORTHBOUND TRUNK HIGHWAY
 RO0146'371, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0149 ***********************************************************************
 RO0149  DESIGNATION -  308/2 BOLT
 RO0149  PID         -  RO0149
 RO0149  STATE/COUNTY-  MN/CROW WING
 RO0149  COUNTRY     -  US
 RO0149  USGS QUAD   -  BELLE PRAIRIE NW (1979)
 RO0149
 RO0149                         *CURRENT SURVEY CONTROL
 RO0149  ______________________________________________________________________
 RO0149* NAD 83(1986) POSITION- 46 12 48.     (N) 094 23 40.     (W)   SCALED    
 RO0149* NAVD 88 ORTHO HEIGHT -   353.49   (+/-2cm)    1159.7   (feet) VERTCON   
 RO0149  ______________________________________________________________________
 RO0149  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 RO0149  VERT ORDER      -  ? (See Below)
 RO0149
 RO0149.The horizontal coordinates were scaled from a topographic map and have
 RO0149.an estimated accuracy of +/- 6 seconds.
 RO0149.
 RO0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0149
 RO0149.The vertical order pertains to the NGVD 29 superseded value.
 RO0149
 RO0149;                    North         East    Units  Estimated Accuracy
 RO0149;SPC MN C     -   234,870.      788,860.      MT  (+/- 180 meters Scaled)
 RO0149
 RO0149                          SUPERSEDED SURVEY CONTROL
 RO0149
 RO0149  NGVD 29 (??/??/92)  353.311  (m)         1159.15   (f) ADJ UNCH       
 RO0149
 RO0149.Superseded values are not recommended for survey control.
 RO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0149.See file dsdata.txt to determine how the superseded data were derived.
 RO0149
 RO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM924186(NAD 83)
 RO0149
 RO0149_MARKER: B = BOLT
 RO0149_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0149_SP_SET: TILE
 RO0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0149
 RO0149  HISTORY     - Date     Condition        Report By
 RO0149  HISTORY     - UNK      MONUMENTED       MRC
 RO0149  HISTORY     - 1947     GOOD             CGS
 RO0149
 RO0149                          STATION DESCRIPTION
 RO0149
 RO0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RO0149'3.5 MI N FROM FORT RIPLEY.
 RO0149'3-1/2 MILES NORTH ALONG U.S. HIGHWAY 371 FROM THE NORTHERN PACIFIC
 RO0149'RAILWAY STATION AT FORT RIPLEY, THENCE 1-1/2 MILES WEST TO THE LEFT
 RO0149'BANK OF THE MISSISSIPPI RIVER, ABOUT 950 FEET SOUTH OF THE NORTH LINE
 RO0149'OF SEC. 16, T 43 N, R 32 W, 150 FEET UPSTREAM FROM THREE LARGE
 RO0149'BOULDERS AT THE WATERS EDGE, ABOUT 5 FEET BACK FROM THE TOP OF THE
 RO0149'BANK, NEAR A FOOTPATH, AND IN MIXED TIMBER.  IN 1898 THE MARK WAS
 RO0149'REFERENCED BY THE FOLLOWING BLAZED TREES-- 18-INCH NORWAY PINE, 20
 RO0149'FEET DISTANT IN AZIMUTH 110 DEGREES.  AND 10-INCH JACK PINE, 25 FEET
 RO0149'DISTANT IN AZIMUTH 38 DEGREES.  THE TOP OF A COPPER BOLT LEADED IN A
 RO0149'TILE ABOUT 3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A
 RO0149'4-INCH IRON PIPE BEARING 8 INCHES ABOVE GROUND.  NOTE-- THE CAP HAS
 RO0149'BEEN TAKEN OFF AND SET ON TOP OF THE PIPE.  PIPE FILLED WITH SMALL
 RO0149'STONES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0148 ***********************************************************************
 RO0148  DESIGNATION -  308/2 CAP
 RO0148  PID         -  RO0148
 RO0148  STATE/COUNTY-  MN/CROW WING
 RO0148  COUNTRY     -  US
 RO0148  USGS QUAD   -  BELLE PRAIRIE NW (1979)
 RO0148
 RO0148                         *CURRENT SURVEY CONTROL
 RO0148  ______________________________________________________________________
 RO0148* NAD 83(1986) POSITION- 46 12 48.     (N) 094 23 40.     (W)   SCALED    
 RO0148* NAVD 88 ORTHO HEIGHT -   354.70   (+/-2cm)    1163.7   (feet) VERTCON   
 RO0148  ______________________________________________________________________
 RO0148  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 RO0148  VERT ORDER      -  ? (See Below)
 RO0148
 RO0148.The horizontal coordinates were scaled from a topographic map and have
 RO0148.an estimated accuracy of +/- 6 seconds.
 RO0148.
 RO0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0148
 RO0148.The vertical order pertains to the NGVD 29 superseded value.
 RO0148
 RO0148;                    North         East    Units  Estimated Accuracy
 RO0148;SPC MN C     -   234,870.      788,860.      MT  (+/- 180 meters Scaled)
 RO0148
 RO0148                          SUPERSEDED SURVEY CONTROL
 RO0148
 RO0148  NGVD 29 (??/??/92)  354.522  (m)         1163.13   (f) ADJ UNCH       
 RO0148
 RO0148.Superseded values are not recommended for survey control.
 RO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0148.See file dsdata.txt to determine how the superseded data were derived.
 RO0148
 RO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM924186(NAD 83)
 RO0148
 RO0148_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0148
 RO0148  HISTORY     - Date     Condition        Report By
 RO0148  HISTORY     - UNK      MONUMENTED       MRC
 RO0148  HISTORY     - 1947     GOOD             CGS
 RO0148
 RO0148                          STATION DESCRIPTION
 RO0148
 RO0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 RO0148'3.5 MI N FROM FORT RIPLEY.
 RO0148'3-1/2 MILES NORTH ALONG U.S. HIGHWAY 371 FROM THE NORTHERN PACIFIC
 RO0148'RAILWAY STATION AT FORT RIPLEY, THENCE 1-1/2 MILES WEST TO THE LEFT
 RO0148'BANK OF THE MISSISSIPPI RIVER, ABOUT 950 FEET SOUTH OF THE NORTH LINE
 RO0148'OF SEC. 16, T 43 N, R 32 W, 150 FEET UPSTREAM FROM THREE LARGE
 RO0148'BOULDERS AT THE WATERS EDGE, ABOUT 5 FEET BACK FROM THE TOP OF THE
 RO0148'BANK, NEAR A FOOTPATH, AND IN MIXED TIMBER.  IN 1898 THE MARK WAS
 RO0148'REFERENCED BY THE FOLLOWING BLAZED TREES-- 18-INCH NORWAY PINE, 20
 RO0148'FEET DISTANT IN AZIMUTH 110 DEGREES.  AND 10-INCH JACK PINE, 25 FEET
 RO0148'DISTANT IN AZIMUTH 38 DEGREES.  A 4-INCH IRON PIPE BEARING 8 INCHES
 RO0148'ABOVE GROUND.  NOTE-- THE CAP HAS BEEN TAKEN OFF AND SET ON TOP OF THE
 RO0148'PIPE.  PIPE FILLED WITH SMALL STONES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0151 ***********************************************************************
 RO0151  DESIGNATION -  309/2 BOLT
 RO0151  PID         -  RO0151
 RO0151  STATE/COUNTY-  MN/CROW WING
 RO0151  COUNTRY     -  US
 RO0151  USGS QUAD   -  FORT RIPLEY (1956)
 RO0151
 RO0151                         *CURRENT SURVEY CONTROL
 RO0151  ______________________________________________________________________
 RO0151* NAD 83(1986) POSITION- 46 14 37.     (N) 094 21 53.     (W)   SCALED    
 RO0151* NAVD 88 ORTHO HEIGHT -   360.69   (+/-2cm)    1183.4   (feet) VERTCON   
 RO0151  ______________________________________________________________________
 RO0151  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 RO0151  VERT ORDER      -  ? (See Below)
 RO0151
 RO0151.The horizontal coordinates were scaled from a topographic map and have
 RO0151.an estimated accuracy of +/- 6 seconds.
 RO0151.
 RO0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0151
 RO0151.The vertical order pertains to the NGVD 29 superseded value.
 RO0151
 RO0151;                    North         East    Units  Estimated Accuracy
 RO0151;SPC MN C     -   238,230.      791,150.      MT  (+/- 180 meters Scaled)
 RO0151
 RO0151                          SUPERSEDED SURVEY CONTROL
 RO0151
 RO0151  NGVD 29 (??/??/92)  360.511  (m)         1182.78   (f) ADJ UNCH       
 RO0151
 RO0151.Superseded values are not recommended for survey control.
 RO0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0151.See file dsdata.txt to determine how the superseded data were derived.
 RO0151
 RO0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM947220(NAD 83)
 RO0151
 RO0151_MARKER: B = BOLT
 RO0151_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0151_SP_SET: TILE
 RO0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0151
 RO0151  HISTORY     - Date     Condition        Report By
 RO0151  HISTORY     - 1898     MONUMENTED       MRC
 RO0151  HISTORY     - 1934     GOOD             CGS
 RO0151  HISTORY     - 20060321 MARK NOT FOUND   MNDT
 RO0151
 RO0151                          STATION DESCRIPTION
 RO0151
 RO0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0151'0.9 MI W FROM LENNOX.
 RO0151'0.9 MILE WEST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RO0151'LENNOX, IN SEC. 34, T 44 N, R 32 W, ABOUT 330 YARDS BACK FROM THE LEFT
 RO0151'BANK OF MISSISSIPPI RIVER, ABOUT 1,500 FEET NORTH OF THE HARTMAN
 RO0151'TOMBSTONE JUST NORTH OF THE EDMOND MAGNAM HOUSE, ON PROPERTY OF WENDEL
 RO0151'SMITH, ABOUT 1,000 FEET DOWNSTREAM FROM A DEEP RAVINE OPENING TO A
 RO0151'LEVEL SECTION, ON THE WEST SIDE OF A FIELD, 90 FEET NORTHEAST OF A
 RO0151'LONE BIRCH TREE, 36 FEET SOUTH OF A 15-INCH BLAZED WHITE-OAK TREE, AND
 RO0151'FOOT WEST OF A FENCE.  THE TOP OF A COPPER BOLT LEADED IN A TILE 3-1/2
 RO0151'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 RO0151'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING
 RO0151'ABOUT 8 INCHES ABOVE GROUND.
 RO0151
 RO0151                          STATION RECOVERY (2006)
 RO0151
 RO0151'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 RO0151'0.9 MILES WEST OF LENNOX, 330 YARDS FROM MISSISSIPPI RIVER, 1500 FEET
 RO0151'NORTH OF HARTMAN TOMBSTONE AND A HOUSE, 1000 FEET DOWNSTREAM FROM
 RO0151'RAVINE, ON WEST SIDE OF FIELD, 1.0 FEET WEST OF FENCE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0150 ***********************************************************************
 RO0150  DESIGNATION -  309/2 CAP
 RO0150  PID         -  RO0150
 RO0150  STATE/COUNTY-  MN/CROW WING
 RO0150  COUNTRY     -  US
 RO0150  USGS QUAD   -  FORT RIPLEY (1956)
 RO0150
 RO0150                         *CURRENT SURVEY CONTROL
 RO0150  ______________________________________________________________________
 RO0150* NAD 83(1986) POSITION- 46 14 37.     (N) 094 21 53.     (W)   SCALED    
 RO0150* NAVD 88 ORTHO HEIGHT -   361.90   (+/-2cm)    1187.3   (feet) VERTCON   
 RO0150  ______________________________________________________________________
 RO0150  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 RO0150  VERT ORDER      -  ? (See Below)
 RO0150
 RO0150.The horizontal coordinates were scaled from a topographic map and have
 RO0150.an estimated accuracy of +/- 6 seconds.
 RO0150.
 RO0150.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0150
 RO0150.The vertical order pertains to the NGVD 29 superseded value.
 RO0150
 RO0150;                    North         East    Units  Estimated Accuracy
 RO0150;SPC MN C     -   238,230.      791,150.      MT  (+/- 180 meters Scaled)
 RO0150
 RO0150                          SUPERSEDED SURVEY CONTROL
 RO0150
 RO0150  NGVD 29 (??/??/92)  361.721  (m)         1186.75   (f) ADJ UNCH       
 RO0150
 RO0150.Superseded values are not recommended for survey control.
 RO0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0150.See file dsdata.txt to determine how the superseded data were derived.
 RO0150
 RO0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM947220(NAD 83)
 RO0150
 RO0150_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0150
 RO0150  HISTORY     - Date     Condition        Report By
 RO0150  HISTORY     - UNK      MONUMENTED       MRC
 RO0150  HISTORY     - 1934     GOOD             CGS
 RO0150
 RO0150                          STATION DESCRIPTION
 RO0150
 RO0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0150'0.9 MI W FROM LENNOX.
 RO0150'0.9 MILE WEST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RO0150'LENNOX, IN SEC. 34, T 44 N, R 32 W, ABOUT 330 YARDS BACK FROM THE LEFT
 RO0150'BANK OF MISSISSIPPI RIVER, ABOUT 1,500 FEET NORTH OF THE HARTMAN
 RO0150'TOMBSTONE JUST NORTH OF THE EDMOND MAGNAM HOUSE, ON PROPERTY OF WENDEL
 RO0150'SMITH, ABOUT 1,000 FEET DOWNSTREAM FROM A DEEP RAVINE OPENING TO A
 RO0150'LEVEL SECTION, ON THE WEST SIDE OF A FIELD, 90 FEET NORTHEAST OF A
 RO0150'LONE BIRCH TREE, 36 FEET SOUTH OF A 15-INCH BLAZED WHITE-OAK TREE, AND
 RO0150'FOOT WEST OF A FENCE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0150'COMMISSION STANDARD CAP AND PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8695 ***********************************************************************
 DF8695  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8695  DESIGNATION -  31
 DF8695  PID         -  DF8695
 DF8695  STATE/COUNTY-  MN/KANABEC
 DF8695  COUNTRY     -  US
 DF8695  USGS QUAD   -  WARMAN (1968)
 DF8695
 DF8695                         *CURRENT SURVEY CONTROL
 DF8695  ______________________________________________________________________
 DF8695* NAD 83(2007) POSITION- 46 01 47.64479(N) 093 22 13.44788(W)   ADJUSTED  
 DF8695* NAD 83(2007) ELLIP HT-   345.352 (meters)        (02/10/07)   ADJUSTED
 DF8695* NAD 83(2007) EPOCH   -  2002.00
 DF8695* NAVD 88 ORTHO HEIGHT -   372.87   (meters)    1223.3   (feet) GPS OBS   
 DF8695  ______________________________________________________________________
 DF8695  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DF8695  NAD 83(2007) X  -   -260,805.432 (meters)                     COMP
 DF8695  NAD 83(2007) Y  - -4,428,495.389 (meters)                     COMP
 DF8695  NAD 83(2007) Z  -  4,567,804.221 (meters)                     COMP
 DF8695  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC09
 DF8695
 DF8695  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8695  Type                                         Horiz  Ellip  Dist(km)
 DF8695  -------------------------------------------------------------------
 DF8695  NETWORK                                       0.95   0.69
 DF8695  -------------------------------------------------------------------
 DF8695  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.11   0.71      8.68
 DF8695  -------------------------------------------------------------------
 DF8695  NOTE: Click here for information on individual local accuracy
 DF8695  values and other accuracy information.
 DF8695
 DF8695
 DF8695.The horizontal coordinates were established by GPS observations
 DF8695.and adjusted by the National Geodetic Survey in February 2007.
 DF8695
 DF8695.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8695.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8695
 DF8695.The horizontal coordinates are valid at the epoch date displayed above
 DF8695.which is a decimal equivalence of Year/Month/Day.
 DF8695
 DF8695.The orthometric height was determined by GPS observations and a
 DF8695.high-resolution geoid model using precise GPS observation and
 DF8695.processing techniques.
 DF8695
 DF8695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8695
 DF8695.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8695
 DF8695.The ellipsoidal height was determined by GPS observations
 DF8695.and is referenced to NAD 83.
 DF8695
 DF8695. The following values were computed from the NAD 83(2007) position.
 DF8695
 DF8695;                    North         East     Units Scale Factor Converg.
 DF8695;SPC MN C     -   214,847.452   868,094.086   MT  0.99993612   +0 38 10.6
 DF8695;SPC MN C     -   704,878.68  2,848,072.01   sFT  0.99993612   +0 38 10.6
 DF8695;UTM  15      - 5,097,436.430   471,334.362   MT  0.99961010   -0 15 59.7
 DF8695
 DF8695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8695!SPC MN C     -   0.99994586  x   0.99993612  =   0.99988199
 DF8695!UTM  15      -   0.99994586  x   0.99961010  =   0.99955598
 DF8695
 DF8695                          SUPERSEDED SURVEY CONTROL
 DF8695
 DF8695  NAD 83(1996)-  46 01 47.64469(N)    093 22 13.44767(W) AD(       ) 1
 DF8695  ELLIP H (10/22/03)  345.386  (m)                       GP(       ) 3 2
 DF8695  NAVD 88 (10/22/03)  372.9    (m)  GEOID99 model used   GPS OBS        
 DF8695
 DF8695.Superseded values are not recommended for survey control.
 DF8695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8695.See file dsdata.txt to determine how the superseded data were derived.
 DF8695
 DF8695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7133497436(NAD 83)
 DF8695
 DF8695_MARKER: DD = SURVEY DISK
 DF8695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8695_STAMPING: 31
 DF8695_MARK LOGO: MN-065
 DF8695_PROJECTION: FLUSH
 DF8695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8695+STABILITY: SURFACE MOTION
 DF8695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8695+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2010
 DF8695
 DF8695  HISTORY     - Date     Condition        Report By
 DF8695  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8695  HISTORY     - 20100419 GOOD             MNDT
 DF8695
 DF8695                          STATION DESCRIPTION
 DF8695
 DF8695'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8695'9 MI (14.5 KM) NORTH OF MORA ON TH 65 TO TH 65 MP 74.5, THEN 4.2 MI
 DF8695'(6.8 KM) WEST ON CO RD 3 (290TH AVE) , THEN 1.35 MI (2.17 KM) NORTH ON
 DF8695'HARBOR ST, 100 FT (30.5 M) WEST OF THE CENTERLINE OF HARBOR ST, 68 FT
 DF8695'(20.7 M) SOUTH OF THE CENTER OF DRIVEWAY, 2 FT (0.6 M) SOUTH OF WIT
 DF8695'POST, FLUSH, MAGNETIC.
 DF8695
 DF8695                          STATION RECOVERY (2010)
 DF8695
 DF8695'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DF8695'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8695'THE MARK 9.0 MILES NORTH OF MORA, 9.0 MILES NORTH ALONG TRUNK HIGHWAY
 DF8695'65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN MORA,
 DF8695'AT TRUNK HIGHWAY 65 MILEPOINT 74.5, THEN 4.2 MILES WEST ON COUNTY ROAD
 DF8695'3 (290TH AVENUE), THEN 1.35 MILES NORTH ON HARBOR STREET, 100 FEET
 DF8695'WEST OF THE CENTERLINE OF HARBOR STREET AND 68 FEET SOUTH OF THE
 DF8695'CENTERLINE OF DRIVEWAY, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0083 ***********************************************************************
 QO0083  DESIGNATION -  31 BOLT
 QO0083  PID         -  QO0083
 QO0083  STATE/COUNTY-  MN/WASHINGTON
 QO0083  COUNTRY     -  US
 QO0083  USGS QUAD   -  FOREST LAKE (1993)
 QO0083
 QO0083                         *CURRENT SURVEY CONTROL
 QO0083  ______________________________________________________________________
 QO0083* NAD 83(1986) POSITION- 45 16 48.     (N) 092 59 13.     (W)   SCALED    
 QO0083* NAVD 88 ORTHO HEIGHT -   277.212  (meters)     909.49  (feet) ADJUSTED  
 QO0083  ______________________________________________________________________
 QO0083  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 QO0083  DYNAMIC HEIGHT  -        277.210 (meters)      909.48  (feet) COMP
 QO0083  MODELED GRAVITY -    980,601.1   (mgal)                       NAVD 88
 QO0083
 QO0083  VERT ORDER      -  SECOND    CLASS 0
 QO0083
 QO0083.The horizontal coordinates were scaled from a topographic map and have
 QO0083.an estimated accuracy of +/- 6 seconds.
 QO0083.
 QO0083.The orthometric height was determined by differential leveling and
 QO0083.adjusted in June 1991.
 QO0083
 QO0083.The dynamic height is computed by dividing the NAVD 88
 QO0083.geopotential number by the normal gravity value computed on the
 QO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0083.degrees latitude (g = 980.6199 gals.).
 QO0083
 QO0083.The modeled gravity was interpolated from observed gravity values.
 QO0083
 QO0083;                    North         East    Units  Estimated Accuracy
 QO0083;SPC MN S     -   353,840.      879,490.      MT  (+/- 180 meters Scaled)
 QO0083
 QO0083                          SUPERSEDED SURVEY CONTROL
 QO0083
 QO0083  NGVD 29 (??/??/92)  277.175  (m)          909.37   (f) ADJ UNCH    2 0
 QO0083
 QO0083.Superseded values are not recommended for survey control.
 QO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0083.See file dsdata.txt to determine how the superseded data were derived.
 QO0083
 QO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL010140(NAD 83)
 QO0083
 QO0083_MARKER: B = BOLT
 QO0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0083_SP_SET: TILE
 QO0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0083
 QO0083  HISTORY     - Date     Condition        Report By
 QO0083  HISTORY     - UNK      MONUMENTED       MRC
 QO0083  HISTORY     - 1966     GOOD             MNDT
 QO0083  HISTORY     - 20051001 MARK NOT FOUND   USPSQD
 QO0083
 QO0083                          STATION DESCRIPTION
 QO0083
 QO0083'DESCRIBED BY MN DEPT OF TRANSP 1966
 QO0083'IN FOREST LAKE.
 QO0083'AT FOREST LAKE, WASHINGTON COUNTY, ABOUT 380 FEET NORTH ALONG THE
 QO0083'NORTHERN PACIFIC RAILWAY FROM THE STATION, ABOUT 225 FEET WEST OF THE
 QO0083'CENTERLINE OF THE MAIN TRACK, 90 FEET EAST OF A ROW OF POLES ON THE
 QO0083'FIRST STREET WEST OF THE TRACK, 80 FEET NORTH OF THE NORTH SIDE OF A
 QO0083'LUMBER SHED, AND 4 FEET NORTH OF A FENCE LINE.  THE TOP OF A COPPER
 QO0083'BOLT LEADED IN A TILE ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 QO0083'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 QO0083'STANDARD CAP.  3.5 FEET NORTH OF STEEL WITNESS POST.
 QO0083
 QO0083                          STATION RECOVERY (2005)
 QO0083
 QO0083'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO0083'MARK NOT FOUND. RAIL ROAD IS GONE AND AREA IS NOW A COUNTY TRAIL
 QO0083'SYSTEM. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0708 ***********************************************************************
 SK0708  DESIGNATION -  31 CER
 SK0708  PID         -  SK0708
 SK0708  STATE/COUNTY-  MN/POLK
 SK0708  COUNTRY     -  US
 SK0708  USGS QUAD   -  GULLY (1972)
 SK0708
 SK0708                         *CURRENT SURVEY CONTROL
 SK0708  ______________________________________________________________________
 SK0708* NAD 83(1986) POSITION- 47 45 39.9    (N) 095 36 06.4    (W)   HD_HELD2  
 SK0708* NAVD 88 ORTHO HEIGHT -   397.454  (meters)    1303.98  (feet) ADJUSTED  
 SK0708  ______________________________________________________________________
 SK0708  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 SK0708  DYNAMIC HEIGHT  -        397.516 (meters)     1304.18  (feet) COMP
 SK0708  MODELED GRAVITY -    980,756.3   (mgal)                       NAVD 88
 SK0708
 SK0708  VERT ORDER      -  SECOND    CLASS 0
 SK0708
 SK0708.The horizontal coordinates were established by autonomous hand held GPS
 SK0708.observations and have an estimated accuracy of +/- 10 meters.
 SK0708.
 SK0708.The orthometric height was determined by differential leveling and
 SK0708.adjusted in June 1991.
 SK0708
 SK0708.Photographs are available for this station.
 SK0708
 SK0708.The dynamic height is computed by dividing the NAVD 88
 SK0708.geopotential number by the normal gravity value computed on the
 SK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0708.degrees latitude (g = 980.6199 gals.).
 SK0708
 SK0708.The modeled gravity was interpolated from observed gravity values.
 SK0708
 SK0708;                    North         East    Units  Estimated Accuracy
 SK0708;SPC MN N     -   243,233.      612,494.      MT  (+/- 10 meters HH2 GPS)
 SK0708
 SK0708                          SUPERSEDED SURVEY CONTROL
 SK0708
 SK0708.No superseded survey control is available for this station.
 SK0708
 SK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0503193024(NAD 83)
 SK0708
 SK0708_MARKER: DD = SURVEY DISK
 SK0708_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0708_SP_SET: COPPER-CLAD STEEL ROD
 SK0708_STAMPING: 31 CER 1967
 SK0708_MARK LOGO: USGS  
 SK0708_PROJECTION: FLUSH
 SK0708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0708+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0708_ROD/PIPE-DEPTH:  4.6 meters
 SK0708
 SK0708  HISTORY     - Date     Condition        Report By
 SK0708  HISTORY     - 1967     MONUMENTED       USGS
 SK0708  HISTORY     - 20020827 SEE DESCRIPTION  MNDT
 SK0708
 SK0708                          STATION DESCRIPTION
 SK0708
 SK0708'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0708'1.8 KM (1.10 MI) ESE FROM GULLY.
 SK0708'GULLY, POLK CO., 0.5 MI SOUTH AND 1.0 MI EAST OF, T. 149 AND 150 N.,
 SK0708'R. 39 W., NEAR CORNER OF SECTIONS 1, 2, 35 AND 36, 102 FT NORTH, 52
 SK0708'FT WEST OF A T-RD. SOUTH AND 1 FT HIGHER THAN, 2 FT EAST OF A POWER
 SK0708'POLE AND 0.5 FT NORTH OF A FENCE LINE, ON TOP OF A COPPER-CLAD ROD
 SK0708'DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET STAMPED 31 CER 1967.
 SK0708
 SK0708                          STATION RECOVERY (2002)
 SK0708
 SK0708'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0708'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0707 ***********************************************************************
 SK0707  DESIGNATION -  31 CER RM
 SK0707  PID         -  SK0707
 SK0707  STATE/COUNTY-  MN/POLK
 SK0707  COUNTRY     -  US
 SK0707  USGS QUAD   -  GULLY (1972)
 SK0707
 SK0707                         *CURRENT SURVEY CONTROL
 SK0707  ______________________________________________________________________
 SK0707* NAD 83(1986) POSITION- 47 45 39.     (N) 095 36 06.     (W)   SCALED    
 SK0707* NAVD 88 ORTHO HEIGHT -   396.151  (meters)    1299.71  (feet) ADJUSTED  
 SK0707  ______________________________________________________________________
 SK0707  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 SK0707  DYNAMIC HEIGHT  -        396.213 (meters)     1299.91  (feet) COMP
 SK0707  MODELED GRAVITY -    980,756.1   (mgal)                       NAVD 88
 SK0707
 SK0707  VERT ORDER      -  SECOND    CLASS 0
 SK0707
 SK0707.The horizontal coordinates were scaled from a topographic map and have
 SK0707.an estimated accuracy of +/- 6 seconds.
 SK0707.
 SK0707.The orthometric height was determined by differential leveling and
 SK0707.adjusted in June 1991.
 SK0707
 SK0707.The dynamic height is computed by dividing the NAVD 88
 SK0707.geopotential number by the normal gravity value computed on the
 SK0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0707.degrees latitude (g = 980.6199 gals.).
 SK0707
 SK0707.The modeled gravity was interpolated from observed gravity values.
 SK0707
 SK0707;                    North         East    Units  Estimated Accuracy
 SK0707;SPC MN N     -   243,210.      612,500.      MT  (+/- 180 meters Scaled)
 SK0707
 SK0707                          SUPERSEDED SURVEY CONTROL
 SK0707
 SK0707.No superseded survey control is available for this station.
 SK0707
 SK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN050929(NAD 83)
 SK0707
 SK0707_MARKER: Z = SEE DESCRIPTION
 SK0707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0707_SP_SET: IN METAL CULVERT
 SK0707_MARK LOGO: NONE  
 SK0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0707
 SK0707  HISTORY     - Date     Condition        Report By
 SK0707  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0707
 SK0707                          STATION DESCRIPTION
 SK0707
 SK0707'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0707'1.8 KM (1.10 MI) ESE FROM GULLY.
 SK0707'REFERENCE MARK, 63 FT SE. OF TABLET, 42 FT NORTH AND 32 FT WEST OF A
 SK0707'T-RD. SOUTH, ON THE WEST END OF A 24-IN. CORRUGATED STEEL CULVERT, A
 SK0707'PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6012 ***********************************************************************
 DH6012  DESIGNATION -  31 DRL
 DH6012  PID         -  DH6012
 DH6012  STATE/COUNTY-  MN/DOUGLAS
 DH6012  COUNTRY     -  US
 DH6012  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DH6012
 DH6012                         *CURRENT SURVEY CONTROL
 DH6012  ______________________________________________________________________
 DH6012* NAD 83(1986) POSITION- 45 59 27.     (N) 095 13 44.     (W)   SCALED    
 DH6012* NAVD 88 ORTHO HEIGHT -   415.405  (meters)    1362.87  (feet) ADJUSTED  
 DH6012  ______________________________________________________________________
 DH6012  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DH6012  DYNAMIC HEIGHT  -        415.407 (meters)     1362.88  (feet) COMP
 DH6012  MODELED GRAVITY -    980,606.7   (mgal)                       NAVD 88
 DH6012
 DH6012  VERT ORDER      -  THIRD
 DH6012
 DH6012.The horizontal coordinates were scaled from a topographic map and have
 DH6012.an estimated accuracy of +/- 6 seconds.
 DH6012.
 DH6012.The orthometric height was determined by differential leveling and
 DH6012.adjusted in May 2009.
 DH6012
 DH6012.No vertical observational check was made to the station.
 DH6012
 DH6012.The dynamic height is computed by dividing the NAVD 88
 DH6012.geopotential number by the normal gravity value computed on the
 DH6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6012.degrees latitude (g = 980.6199 gals.).
 DH6012
 DH6012.The modeled gravity was interpolated from observed gravity values.
 DH6012
 DH6012;                    North         East    Units  Estimated Accuracy
 DH6012;SPC MN C     -   210,600.      724,170.      MT  (+/- 180 meters Scaled)
 DH6012
 DH6012                          SUPERSEDED SURVEY CONTROL
 DH6012
 DH6012.No superseded survey control is available for this station.
 DH6012
 DH6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL273954(NAD 83)
 DH6012
 DH6012_MARKER: DB = BENCH MARK DISK
 DH6012_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH6012+WITH SETTING: PAVEMENT
 DH6012_SP_SET: LARGE CONCRETE STEP
 DH6012_STAMPING: 31 DRL 1965
 DH6012_MARK LOGO: USGS  
 DH6012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6012+STABILITY: SURFACE MOTION
 DH6012
 DH6012  HISTORY     - Date     Condition        Report By
 DH6012  HISTORY     - 1965     MONUMENTED       USGS
 DH6012  HISTORY     - 19690619 GOOD             USGS
 DH6012
 DH6012                          STATION DESCRIPTION
 DH6012
 DH6012'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (LLB)
 DH6012'AT BELLE RIVER, NEAR THE CORNER SECTIONS 8, 9, 16 AND 17, T. 129
 DH6012'NORTH, R. 36 WEST, 65 FT (19.8 M) SOUTH, 36 FT (11.0 M) EAST AND 0.8
 DH6012'FT (0.2 M) HIGHER THAN CENTER OF CROSSROADS, ON THE SE. CORNER OF A
 DH6012'LARGE CONCRETE STEP AT THE FRONT OF THE BELLE RIVER STORE, OWNED BY
 DH6012'PARL MUY RES, ABOUT 1.0 FT (0.3 M) WEST OF BUILDING AND 8 INCHES NORTH
 DH6012'OF SOUTH END OF STEP, STANDARD TABLET STAMPED 31 DRL 1965 1362.255
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1050 ***********************************************************************
 SK1050  DESIGNATION -  31 DWE
 SK1050  PID         -  SK1050
 SK1050  STATE/COUNTY-  MN/MAHNOMEN
 SK1050  COUNTRY     -  US
 SK1050  USGS QUAD   -  BEJOU (1969)
 SK1050
 SK1050                         *CURRENT SURVEY CONTROL
 SK1050  ______________________________________________________________________
 SK1050* NAD 83(1996) POSITION- 47 23 00.91466(N) 095 58 16.66509(W)   ADJUSTED  
 SK1050* NAVD 88 ORTHO HEIGHT -   373.     (meters)    1224.    (feet) SCALED    
 SK1050  ______________________________________________________________________
 SK1050  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC09
 SK1050  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 SK1050  HORZ ORDER      -  SECOND
 SK1050
 SK1050.The horizontal coordinates were established by classical geodetic methods
 SK1050.and adjusted by the National Geodetic Survey in March 1999.
 SK1050.
 SK1050.The orthometric height was scaled from a topographic map.
 SK1050
 SK1050.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK1050
 SK1050. The following values were computed from the NAD 83(1996) position.
 SK1050
 SK1050;                    North         East     Units Scale Factor Converg.
 SK1050;SPC MN N     -   202,257.419   583,252.792   MT  0.99993372   -2 07 41.7
 SK1050;SPC MN N     -   663,572.88  1,913,555.20   sFT  0.99993372   -2 07 41.7
 SK1050;UTM  15      - 5,252,073.386   275,735.575   MT  1.00021813   -2 11 15.0
 SK1050;UTM  14      - 5,252,240.485   728,597.098   MT  1.00024225   +2 13 47.3
 SK1050
 SK1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1050!SPC MN N     -   0.99994569  x   0.99993372  =   0.99987941
 SK1050!UTM  15      -   0.99994569  x   1.00021813  =   1.00016381
 SK1050!UTM  14      -   0.99994569  x   1.00024225  =   1.00018793
 SK1050
 SK1050                          SUPERSEDED SURVEY CONTROL
 SK1050
 SK1050  NAD 83(1986)-  47 23 00.91455(N)    095 58 16.66153(W) AD(       ) 2
 SK1050  NAD 27      -  47 23 01.05290(N)    095 58 15.51062(W) AD(       ) 2
 SK1050
 SK1050.Superseded values are not recommended for survey control.
 SK1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1050.See file dsdata.txt to determine how the superseded data were derived.
 SK1050
 SK1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7573552073(NAD 83)
 SK1050
 SK1050_MARKER: DD = SURVEY DISK
 SK1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK1050
 SK1050  HISTORY     - Date     Condition        Report By
 SK1050  HISTORY     - 1964     MONUMENTED       USGS
 SK1050  HISTORY     - 1964     GOOD             USGS
 SK1050
 SK1050                          STATION DESCRIPTION
 SK1050
 SK1050'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (RAR)
 SK1050'THE STATION IS LOCATED 4-1/2 MILES NORTH OF MAHNOMEN, ON THE
 SK1050'WEST RIGHT-OF-WAY OF U.S. HIGHWAY 59.  IT IS 63.6 FEET WEST
 SK1050'OF U.S. HIGHWAY 59, 54 FEET NORTH OF THE CENTER OF A GRAVELED
 SK1050'ROAD, 44 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACK
 SK1050'AND 2.4 FEET WEST OF A POWER POLE.
 SK1050'
 SK1050'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WHITE,
 SK1050'DISTANCE BEING (190.71 FEET) 58.127 METERS WEST OF STATION
 SK1050'WHITE.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED 31
 SK1050'DWE 1963, SET IN THE TOP OF A 6-INCH CONCRETE POST WHICH PROJECTS
 SK1050'1 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0551 ***********************************************************************
 OO0551  DESIGNATION -  31 KED
 OO0551  PID         -  OO0551
 OO0551  STATE/COUNTY-  MN/STEELE
 OO0551  COUNTRY     -  US
 OO0551  USGS QUAD   -  ELLENDALE (1967)
 OO0551
 OO0551                         *CURRENT SURVEY CONTROL
 OO0551  ______________________________________________________________________
 OO0551* NAD 83(1986) POSITION- 43 52 12.     (N) 093 15 43.     (W)   SCALED    
 OO0551* NAVD 88 ORTHO HEIGHT -   366.871  (meters)    1203.64  (feet) ADJUSTED  
 OO0551  ______________________________________________________________________
 OO0551  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 OO0551  DYNAMIC HEIGHT  -        366.801 (meters)     1203.41  (feet) COMP
 OO0551  MODELED GRAVITY -    980,417.2   (mgal)                       NAVD 88
 OO0551
 OO0551  VERT ORDER      -  SECOND    CLASS 0
 OO0551
 OO0551.The horizontal coordinates were scaled from a topographic map and have
 OO0551.an estimated accuracy of +/- 6 seconds.
 OO0551.
 OO0551.The orthometric height was determined by differential leveling and
 OO0551.adjusted in June 1991.
 OO0551
 OO0551.Photographs are available for this station.
 OO0551
 OO0551.The dynamic height is computed by dividing the NAVD 88
 OO0551.geopotential number by the normal gravity value computed on the
 OO0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0551.degrees latitude (g = 980.6199 gals.).
 OO0551
 OO0551.The modeled gravity was interpolated from observed gravity values.
 OO0551
 OO0551;                    North         East    Units  Estimated Accuracy
 OO0551;SPC MN S     -   196,940.      859,320.      MT  (+/- 180 meters Scaled)
 OO0551
 OO0551                          SUPERSEDED SURVEY CONTROL
 OO0551
 OO0551  NGVD 29 (??/??/92)  366.861  (m)         1203.61   (f) ADJ UNCH    2 0
 OO0551
 OO0551.Superseded values are not recommended for survey control.
 OO0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0551.See file dsdata.txt to determine how the superseded data were derived.
 OO0551
 OO0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ789574(NAD 83)
 OO0551
 OO0551_MARKER: DD = SURVEY DISK
 OO0551_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0551_SP_SET: CULVERT
 OO0551_STAMPING: 31 KED 1966
 OO0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0551
 OO0551  HISTORY     - Date     Condition        Report By
 OO0551  HISTORY     - 1966     MONUMENTED       USGS
 OO0551  HISTORY     - 1971     GOOD             MNDT
 OO0551  HISTORY     - 1978     GOOD             MNDT
 OO0551
 OO0551                          STATION DESCRIPTION
 OO0551
 OO0551'DESCRIBED BY MN DEPT OF TRANSP 1971
 OO0551'2.2 MI E FROM ELLENDALE.
 OO0551'MARK FOUND AS DESCRIBED, 2.2 MILES EAST ALONG T.H. 30 FROM THE
 OO0551'JUNCTION OF T.H. 30 AND COUNTY ROAD 14 IN ELLENDALE, 0.7 MILES EAST OF
 OO0551'FAI 35, 0.1 MILES WEST OF A COUNTY ROAD CROSSING (NORTH COUNTY RD. 66
 OO0551'- SOUTH COUNTY ROAD 3) 25 FEET NORTH OF THE CENTERLINE OF T.H. 30, 2
 OO0551'FEET WEST OF A GUARD POST, IN THE NORTHEAST CORNER OF A TRIPLE BOX
 OO0551'CULVERT UNDER T.H. 30 AT A DRAINAGE DITCH.  NW 1/4, SEC 29, T105N, R
 OO0551'20W.
 OO0551
 OO0551                          STATION RECOVERY (1978)
 OO0551
 OO0551'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OO0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5333 ***********************************************************************
 DL5333  DESIGNATION -  31 KED
 DL5333  PID         -  DL5333
 DL5333  STATE/COUNTY-  MN/MEEKER
 DL5333  COUNTRY     -  US
 DL5333  USGS QUAD   -  EDEN VALLEY (1967)
 DL5333
 DL5333                         *CURRENT SURVEY CONTROL
 DL5333  ______________________________________________________________________
 DL5333* NAD 83(1986) POSITION- 45 19 31.8    (N) 094 37 08.7    (W)   HD_HELD2  
 DL5333* NAVD 88 ORTHO HEIGHT -   365.618  (meters)    1199.53  (feet) ADJUSTED  
 DL5333  ______________________________________________________________________
 DL5333  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DL5333  DYNAMIC HEIGHT  -        365.593 (meters)     1199.45  (feet) COMP
 DL5333  MODELED GRAVITY -    980,539.3   (mgal)                       NAVD 88
 DL5333
 DL5333  VERT ORDER      -  SECOND    CLASS I
 DL5333
 DL5333.The horizontal coordinates were established by autonomous hand held GPS
 DL5333.observations and have an estimated accuracy of +/- 10 meters.
 DL5333.
 DL5333.The orthometric height was determined by differential leveling and
 DL5333.adjusted in February 2010.
 DL5333
 DL5333.The dynamic height is computed by dividing the NAVD 88
 DL5333.geopotential number by the normal gravity value computed on the
 DL5333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5333.degrees latitude (g = 980.6199 gals.).
 DL5333
 DL5333.The modeled gravity was interpolated from observed gravity values.
 DL5333
 DL5333;                    North         East    Units  Estimated Accuracy
 DL5333;SPC MN S     -   358,585.      751,464.      MT  (+/- 10 meters HH2 GPS)
 DL5333
 DL5333                          SUPERSEDED SURVEY CONTROL
 DL5333
 DL5333.No superseded survey control is available for this station.
 DL5333
 DL5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7311620385(NAD 83)
 DL5333
 DL5333_MARKER: DB = BENCH MARK DISK
 DL5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5333_STAMPING: 31 KED 1965
 DL5333_MARK LOGO: USGS  
 DL5333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL5333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5333+STABILITY: SURFACE MOTION
 DL5333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5333+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 DL5333
 DL5333  HISTORY     - Date     Condition        Report By
 DL5333  HISTORY     - 1965     MONUMENTED       USGS
 DL5333  HISTORY     - 20010502 GOOD             MNDT
 DL5333
 DL5333                          STATION DESCRIPTION
 DL5333
 DL5333'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DL5333'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED3.5 MI
 DL5333'WEST OF EDEN VALLEY, 3.65 MI (5.9 KM) WEST ALONG TRUNK HIGHWAY 55 FROM
 DL5333'THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK HIGHWAY 22 IN EDEN VALLEY,
 DL5333'AT TRUNK HIGHWAY 55 MILEPOST 115.85, 115.5 FT (35.2 M) WEST-SOUTHWEST
 DL5333'OF POWER POLE, 153 FT (46.6 M) EAST-SOUTHEAST OF POWER POLE, 91.5 FT
 DL5333'(27.9 M) SOUTH OF TRUNK HIGHWAY 55, IN NE CORNER OF SMALL TIMBERED
 DL5333'AREA, 0.3 FT (0.1 M) NORTH OF A WITNESS POST, PROJECTS 15 INCHES (38
 DL5333'CM), MAGNETIC.
 DL5333' 
 DL5333'TO REACH STATION HEAD WEST ON MEEKER AVENUE W/MN-55 TOWARD CHURCH ST S
 DL5333'CONTINUE TO FOLLOW MN-55 FOR 3.6 MI (5.8 KM)AND STATION MARK ON THE
 DL5333'LEFT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8603 ***********************************************************************
 AJ8603  DESIGNATION -  31 KEE
 AJ8603  PID         -  AJ8603
 AJ8603  STATE/COUNTY-  MN/ROSEAU
 AJ8603  COUNTRY     -  US
 AJ8603  USGS QUAD   -  THIEF LAKE NE (1984)
 AJ8603
 AJ8603                         *CURRENT SURVEY CONTROL
 AJ8603  ______________________________________________________________________
 AJ8603* NAD 83(2007) POSITION- 48 43 05.70664(N) 095 45 54.02178(W)   ADJUSTED  
 AJ8603* NAD 83(2007) ELLIP HT-   302.869 (meters)        (02/10/07)   ADJUSTED
 AJ8603* NAD 83(2007) EPOCH   -  2002.00
 AJ8603* NAVD 88 ORTHO HEIGHT -   330.752  (meters)    1085.14  (feet) ADJUSTED  
 AJ8603  ______________________________________________________________________
 AJ8603  NAD 83(2007) X  -   -423,514.689 (meters)                     COMP
 AJ8603  NAD 83(2007) Y  - -4,194,906.298 (meters)                     COMP
 AJ8603  NAD 83(2007) Z  -  4,770,172.404 (meters)                     COMP
 AJ8603  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 AJ8603  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 AJ8603  DYNAMIC HEIGHT  -        330.834 (meters)     1085.41  (feet) COMP
 AJ8603  MODELED GRAVITY -    980,849.6   (mgal)                       NAVD 88
 AJ8603
 AJ8603  VERT ORDER      -  SECOND    CLASS I
 AJ8603
 AJ8603  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8603  Type                                         Horiz  Ellip  Dist(km)
 AJ8603  -------------------------------------------------------------------
 AJ8603  NETWORK                                       0.67   0.76
 AJ8603  -------------------------------------------------------------------
 AJ8603  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.69      1.99
 AJ8603  -------------------------------------------------------------------
 AJ8603  NOTE: Click here for information on individual local accuracy
 AJ8603  values and other accuracy information.
 AJ8603
 AJ8603
 AJ8603.The horizontal coordinates were established by GPS observations
 AJ8603.and adjusted by the National Geodetic Survey in February 2007.
 AJ8603
 AJ8603.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8603.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8603
 AJ8603.The horizontal coordinates are valid at the epoch date displayed above
 AJ8603.which is a decimal equivalence of Year/Month/Day.
 AJ8603
 AJ8603.The orthometric height was determined by differential leveling and
 AJ8603.adjusted in April 2004.
 AJ8603
 AJ8603.Photographs are available for this station.
 AJ8603
 AJ8603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8603
 AJ8603.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8603
 AJ8603.The ellipsoidal height was determined by GPS observations
 AJ8603.and is referenced to NAD 83.
 AJ8603
 AJ8603.The dynamic height is computed by dividing the NAVD 88
 AJ8603.geopotential number by the normal gravity value computed on the
 AJ8603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8603.degrees latitude (g = 980.6199 gals.).
 AJ8603
 AJ8603.The modeled gravity was interpolated from observed gravity values.
 AJ8603
 AJ8603. The following values were computed from the NAD 83(2007) position.
 AJ8603
 AJ8603;                    North         East     Units Scale Factor Converg.
 AJ8603;SPC MN N     -   350,004.640   603,933.756   MT  1.00002186   -1 58 31.3
 AJ8603;SPC MN N     - 1,148,306.89  1,981,406.00   sFT  1.00002186   -1 58 31.3
 AJ8603;UTM  15      - 5,399,824.853   296,632.362   MT  1.00010814   -2 04 42.7
 AJ8603
 AJ8603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8603!SPC MN N     -   0.99995254  x   1.00002186  =   0.99997440
 AJ8603!UTM  15      -   0.99995254  x   1.00010814  =   1.00006067
 AJ8603
 AJ8603                          SUPERSEDED SURVEY CONTROL
 AJ8603
 AJ8603  NAD 83(1996)-  48 43 05.70643(N)    095 45 54.02174(W) AD(       ) 1
 AJ8603  ELLIP H (03/29/02)  302.867  (m)                       GP(       ) 4 1
 AJ8603  NAVD 88 (03/29/02)  330.75   (m)         1085.1    (f) LEVELING    3  
 AJ8603
 AJ8603.Superseded values are not recommended for survey control.
 AJ8603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8603.See file dsdata.txt to determine how the superseded data were derived.
 AJ8603
 AJ8603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9663299824(NAD 83)
 AJ8603
 AJ8603_MARKER: DB = BENCH MARK DISK
 AJ8603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8603_STAMPING: 31 KEE 1966
 AJ8603_MARK LOGO: USGS  
 AJ8603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8603+STABILITY: SURFACE MOTION
 AJ8603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8603+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AJ8603
 AJ8603  HISTORY     - Date     Condition        Report By
 AJ8603  HISTORY     - 1966     MONUMENTED       USGS
 AJ8603  HISTORY     - 19980401 GOOD             MNDT
 AJ8603
 AJ8603                          STATION DESCRIPTION
 AJ8603
 AJ8603'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8603'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) SOUTH ON TH 89 FROM JCT TH
 AJ8603'89 AND TH 11 IN ROSEAU, 74 FT (22.6 M) NORTH OF CO RD 33, 69 FT (21.0
 AJ8603'M) WSW OF TH 89, AT TH 89 MP 116.30, 13.0 FT (4.0 M) NNE OF P-POLE, 13
 AJ8603'FT (4.0 M) NORTH OF TEL CABLE BOX, 1.0 FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4802 ***********************************************************************
 DL4802  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4802  DESIGNATION -  31 LMT
 DL4802  PID         -  DL4802
 DL4802  STATE/COUNTY-  MN/FILLMORE
 DL4802  COUNTRY     -  US
 DL4802  USGS QUAD   -  SPRING GROVE (1965)
 DL4802
 DL4802                         *CURRENT SURVEY CONTROL
 DL4802  ______________________________________________________________________
 DL4802* NAD 83(2007) POSITION- 43 36 05.92576(N) 091 43 50.17939(W)   ADJUSTED  
 DL4802* NAD 83(2007) ELLIP HT-   328.872 (meters)        (09/09/09)   ADJUSTED
 DL4802* NAD 83(2007) EPOCH   -  2002.00
 DL4802* NAVD 88 ORTHO HEIGHT -   359.09   (meters)    1178.1   (feet) GPS OBS   
 DL4802  ______________________________________________________________________
 DL4802  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4802  GEOID HEIGHT    -        -30.16  (meters)                     GEOID03
 DL4802  GEOID HEIGHT    -        -30.24  (meters)                     GEOID09
 DL4802  NAD 83(2007) X  -   -139,716.538 (meters)                     COMP
 DL4802  NAD 83(2007) Y  - -4,624,239.265 (meters)                     COMP
 DL4802  NAD 83(2007) Z  -  4,376,373.487 (meters)                     COMP
 DL4802  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC09
 DL4802  HORZ ORDER      -  FIRST
 DL4802  ELLP ORDER      -  FOURTH    CLASS I
 DL4802
 DL4802.The horizontal coordinates were established by GPS observations
 DL4802.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4802
 DL4802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4802.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4802
 DL4802.The horizontal coordinates are valid at the epoch date displayed above
 DL4802.which is a decimal equivalence of Year/Month/Day.
 DL4802
 DL4802.The orthometric height was determined by GPS observations and a
 DL4802.high-resolution geoid model using precise GPS observation and
 DL4802.processing techniques.
 DL4802
 DL4802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4802
 DL4802.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4802
 DL4802.The ellipsoidal height was determined by GPS observations
 DL4802.and is referenced to NAD 83.
 DL4802
 DL4802. The following values were computed from the NAD 83(2007) position.
 DL4802
 DL4802;                    North         East     Units Scale Factor Converg.
 DL4802;SPC MN S     -   169,395.113   983,217.486   MT  1.00004431   +1 35 26.5
 DL4802;SPC MN S     -   555,757.13  3,225,772.70   sFT  1.00004431   +1 35 26.5
 DL4802;UTM  15      - 4,828,412.840   602,451.458   MT  0.99972911   +0 52 31.8
 DL4802
 DL4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4802!SPC MN S     -   0.99994843  x   1.00004431  =   0.99999274
 DL4802!UTM  15      -   0.99994843  x   0.99972911  =   0.99967756
 DL4802
 DL4802                          SUPERSEDED SURVEY CONTROL
 DL4802
 DL4802.No superseded survey control is available for this station.
 DL4802
 DL4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ0245128412(NAD 83)
 DL4802
 DL4802_MARKER: DD = SURVEY DISK
 DL4802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4802_STAMPING: 31 LMT 1963
 DL4802_MARK LOGO: USGS  
 DL4802_PROJECTION: PROJECTING 15 CENTIMETERS
 DL4802_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL4802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4802+STABILITY: SURFACE MOTION
 DL4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4802+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DL4802
 DL4802  HISTORY     - Date     Condition        Report By
 DL4802  HISTORY     - 1963     MONUMENTED       USGS
 DL4802  HISTORY     - 20080226 GOOD             MNDT
 DL4802
 DL4802                          STATION DESCRIPTION
 DL4802
 DL4802'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4802'THE MARK IS 3.7 MILES SOUTHWEST OF BLACK HAMMER, 3.9 MILES WEST ON
 DL4802'COUNTY ROAD 19 FROM JUNCTION OF COUNTY ROAD 19 AND COUNTY ROAD 4, ON
 DL4802'COUNTY LINE, 48 FEET SOUTH AND 30 FEET WEST OF TEE-ROAD SOUTH, 0.25
 DL4802'FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1935 ***********************************************************************
 DM1935  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1935  DESIGNATION -  31 RB
 DM1935  PID         -  DM1935
 DM1935  STATE/COUNTY-  MN/SWIFT
 DM1935  COUNTRY     -  US
 DM1935  USGS QUAD   -  CLONTARF SOUTH (1968)
 DM1935
 DM1935                         *CURRENT SURVEY CONTROL
 DM1935  ______________________________________________________________________
 DM1935* NAD 83(2007) POSITION- 45 19 31.94447(N) 095 44 50.95655(W)   ADJUSTED  
 DM1935* NAD 83(2007) ELLIP HT-   289.784 (meters)        (08/04/10)   ADJUSTED
 DM1935* NAD 83(2007) EPOCH   -  2002.00
 DM1935* NAVD 88 ORTHO HEIGHT -   316.15   (meters)    1037.2   (feet) GPS OBS   
 DM1935  ______________________________________________________________________
 DM1935  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1935  GEOID HEIGHT    -        -26.29  (meters)                     GEOID03
 DM1935  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 DM1935  NAD 83(2007) X  -   -449,862.811 (meters)                     COMP
 DM1935  NAD 83(2007) Y  - -4,469,557.352 (meters)                     COMP
 DM1935  NAD 83(2007) Z  -  4,513,064.001 (meters)                     COMP
 DM1935  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC09
 DM1935  HORZ ORDER      -  FIRST
 DM1935  ELLP ORDER      -  THIRD     CLASS I
 DM1935
 DM1935.The horizontal coordinates were established by GPS observations
 DM1935.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1935
 DM1935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1935.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1935
 DM1935.The horizontal coordinates are valid at the epoch date displayed above
 DM1935.which is a decimal equivalence of Year/Month/Day.
 DM1935
 DM1935.The orthometric height was determined by GPS observations and a
 DM1935.high-resolution geoid model using precise GPS observation and
 DM1935.processing techniques.
 DM1935
 DM1935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1935
 DM1935.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1935
 DM1935.The ellipsoidal height was determined by GPS observations
 DM1935.and is referenced to NAD 83.
 DM1935
 DM1935. The following values were computed from the NAD 83(2007) position.
 DM1935
 DM1935;                    North         East     Units Scale Factor Converg.
 DM1935;SPC MN S     -   359,869.685   663,005.493   MT  1.00002561   -1 13 29.5
 DM1935;SPC MN S     - 1,180,672.46  2,175,210.52   sFT  1.00002561   -1 13 29.5
 DM1935;UTM  15      - 5,022,787.298   284,686.484   MT  1.00017004   -1 57 16.3
 DM1935
 DM1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1935!SPC MN S     -   0.99995457  x   1.00002561  =   0.99998018
 DM1935!UTM  15      -   0.99995457  x   1.00017004  =   1.00012460
 DM1935
 DM1935                          SUPERSEDED SURVEY CONTROL
 DM1935
 DM1935.No superseded survey control is available for this station.
 DM1935
 DM1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8468622787(NAD 83)
 DM1935
 DM1935_MARKER: DD = SURVEY DISK
 DM1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1935_STAMPING: 31 RB 1966
 DM1935_MARK LOGO: USGS  
 DM1935_PROJECTION: PROJECTING 30 CENTIMETERS
 DM1935_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1935+STABILITY: SURFACE MOTION
 DM1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1935+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DM1935
 DM1935  HISTORY     - Date     Condition        Report By
 DM1935  HISTORY     - 19660401 MONUMENTED       USGS
 DM1935  HISTORY     - 20061215 GOOD             MNDT
 DM1935
 DM1935                          STATION DESCRIPTION
 DM1935
 DM1935'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1935'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1935'THE MARK IS 2.9 MILES NORTH OF DANVERS, 2.8 MILES NORTH ON COUNTY ROAD
 DM1935'15 FROM THE JUNCTION OF COUNTY ROAD 15 AND COUNTY ROAD 12 IN DANVERS,
 DM1935'48 FEET EAST OF COUNTY ROAD 15, 21 FEET NORTH OF GRAVEL ROAD WEST
 DM1935'EXTENDED, 2.0 FEET SOUTHWEST OF TELEPHONE PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1180 ***********************************************************************
 OQ1180  DESIGNATION -  31 SEM
 OQ1180  PID         -  OQ1180
 OQ1180  STATE/COUNTY-  MN/ROCK
 OQ1180  COUNTRY     -  US
 OQ1180  USGS QUAD   -  EDGERTON SOUTH (1967)
 OQ1180
 OQ1180                         *CURRENT SURVEY CONTROL
 OQ1180  ______________________________________________________________________
 OQ1180* NAD 83(1986) POSITION- 43 45 41.     (N) 096 13 58.     (W)   SCALED    
 OQ1180* NAVD 88 ORTHO HEIGHT -   511.553  (meters)    1678.32  (feet) ADJUSTED  
 OQ1180  ______________________________________________________________________
 OQ1180  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 OQ1180  DYNAMIC HEIGHT  -        511.427 (meters)     1677.91  (feet) COMP
 OQ1180  MODELED GRAVITY -    980,356.8   (mgal)                       NAVD 88
 OQ1180
 OQ1180  VERT ORDER      -  SECOND    CLASS I
 OQ1180
 OQ1180.The horizontal coordinates were scaled from a topographic map and have
 OQ1180.an estimated accuracy of +/- 6 seconds.
 OQ1180.
 OQ1180.The orthometric height was determined by differential leveling and
 OQ1180.adjusted in June 1995.
 OQ1180
 OQ1180.The dynamic height is computed by dividing the NAVD 88
 OQ1180.geopotential number by the normal gravity value computed on the
 OQ1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1180.degrees latitude (g = 980.6199 gals.).
 OQ1180
 OQ1180.The modeled gravity was interpolated from observed gravity values.
 OQ1180
 OQ1180;                    North         East    Units  Estimated Accuracy
 OQ1180;SPC MN S     -   187,060.      620,220.      MT  (+/- 180 meters Scaled)
 OQ1180
 OQ1180                          SUPERSEDED SURVEY CONTROL
 OQ1180
 OQ1180.No superseded survey control is available for this station.
 OQ1180
 OQ1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP227490(NAD 83)
 OQ1180
 OQ1180_MARKER: DB = BENCH MARK DISK
 OQ1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ1180_SP_SET: CONCRETE POST
 OQ1180_STAMPING: 31 SEM 1966 1677
 OQ1180_MARK LOGO: USGS  
 OQ1180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1180+STABILITY: SURFACE MOTION
 OQ1180
 OQ1180  HISTORY     - Date     Condition        Report By
 OQ1180  HISTORY     - 1966     MONUMENTED       USGS
 OQ1180  HISTORY     - 19850716 GOOD             MNDT
 OQ1180
 OQ1180                          STATION DESCRIPTION
 OQ1180
 OQ1180'DESCRIBED BY MN DEPT OF TRANSP 1985
 OQ1180'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHWEST OF THE CITY OF
 OQ1180'HARDWICK, NEAR THE SW CORNER OF SECTION 34, T104N, R95W, 1.0 MI
 OQ1180'(1.6 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM ITS JUNCTION WITH COUNTY
 OQ1180'ROAD 7 ON THE WEST EDGE OF HARDWICK, THENCE 1.0 MI (1.6 KM) WEST
 OQ1180'ALONG A TOWNSHIP ROAD, AT AND ABOUT LEVEL WITH A CROSSROAD, 46.0 FT
 OQ1180'(14.0 M) NORTH OF THE CENTER OF A ROAD, 35.5 FT (10.8 M) EAST OF THE
 OQ1180'CENTER OF A ROAD, 6.0 FT (1.8 M) NORTH-NORTHEAST OF A POWER POLE
 OQ1180'(WITH GUY WIRES), AND 1.0 FT (0.3 M) EAST OF A WOODEN WITNESS POST.
 OQ1180'THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---31 SEM 1966
 OQ1180'1677---, IS SET IN THE TOP OF A CONCRETE POST AND FLUSH WITH THE
 OQ1180'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7373 ***********************************************************************
 DF7373  DESIGNATION -  31 SEM
 DF7373  PID         -  DF7373
 DF7373  STATE/COUNTY-  MN/AITKIN
 DF7373  COUNTRY     -  US
 DF7373  USGS QUAD   -  TAMARACK (1970)
 DF7373
 DF7373                         *CURRENT SURVEY CONTROL
 DF7373  ______________________________________________________________________
 DF7373* NAD 83(2007) POSITION- 46 42 33.81442(N) 093 07 36.98806(W)   ADJUSTED  
 DF7373* NAD 83(2007) ELLIP HT-   357.459 (meters)        (02/10/07)   ADJUSTED
 DF7373* NAD 83(2007) EPOCH   -  2002.00
 DF7373* NAVD 88 ORTHO HEIGHT -   385.812  (meters)    1265.78  (feet) ADJUSTED  
 DF7373  ______________________________________________________________________
 DF7373  NAD 83(2007) X  -   -239,003.733 (meters)                     COMP
 DF7373  NAD 83(2007) Y  - -4,374,980.627 (meters)                     COMP
 DF7373  NAD 83(2007) Z  -  4,619,932.370 (meters)                     COMP
 DF7373  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC09
 DF7373  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DF7373  DYNAMIC HEIGHT  -        385.836 (meters)     1265.86  (feet) COMP
 DF7373  MODELED GRAVITY -    980,665.0   (mgal)                       NAVD 88
 DF7373
 DF7373  VERT ORDER      -  SECOND    CLASS I
 DF7373
 DF7373  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7373  Type                                         Horiz  Ellip  Dist(km)
 DF7373  -------------------------------------------------------------------
 DF7373  NETWORK                                       0.97   1.02
 DF7373  -------------------------------------------------------------------
 DF7373  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.99   1.02      8.50
 DF7373  -------------------------------------------------------------------
 DF7373  NOTE: Click here for information on individual local accuracy
 DF7373  values and other accuracy information.
 DF7373
 DF7373
 DF7373.The horizontal coordinates were established by GPS observations
 DF7373.and adjusted by the National Geodetic Survey in February 2007.
 DF7373
 DF7373.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7373.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7373
 DF7373.The horizontal coordinates are valid at the epoch date displayed above
 DF7373.which is a decimal equivalence of Year/Month/Day.
 DF7373
 DF7373.The orthometric height was determined by differential leveling and
 DF7373.adjusted in April 2009.
 DF7373
 DF7373.No vertical observational check was made to the station.
 DF7373
 DF7373.Photographs are available for this station.
 DF7373
 DF7373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7373
 DF7373.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7373
 DF7373.The ellipsoidal height was determined by GPS observations
 DF7373.and is referenced to NAD 83.
 DF7373
 DF7373.The dynamic height is computed by dividing the NAVD 88
 DF7373.geopotential number by the normal gravity value computed on the
 DF7373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7373.degrees latitude (g = 980.6199 gals.).
 DF7373
 DF7373.The modeled gravity was interpolated from observed gravity values.
 DF7373
 DF7373. The following values were computed from the NAD 83(2007) position.
 DF7373
 DF7373;                    North         East     Units Scale Factor Converg.
 DF7373;SPC MN C     -   290,603.988   885,869.645   MT  0.99994336   +0 48 44.7
 DF7373;SPC MN C     -   953,423.25  2,906,390.66   sFT  0.99994336   +0 48 44.7
 DF7373;UTM  15      - 5,172,878.644   490,297.026   MT  0.99960116   -0 05 32.6
 DF7373
 DF7373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7373!SPC MN C     -   0.99994397  x   0.99994336  =   0.99988733
 DF7373!UTM  15      -   0.99994397  x   0.99960116  =   0.99954515
 DF7373
 DF7373                          SUPERSEDED SURVEY CONTROL
 DF7373
 DF7373  NAD 83(1996)-  46 42 33.81422(N)    093 07 36.98778(W) AD(       ) 1
 DF7373  ELLIP H (08/26/03)  357.490  (m)                       GP(       ) 3 1
 DF7373  NAVD 88 (08/26/03)  385.8    (m)  GEOID99 model used   GPS OBS        
 DF7373
 DF7373.Superseded values are not recommended for survey control.
 DF7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7373.See file dsdata.txt to determine how the superseded data were derived.
 DF7373
 DF7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9029772878(NAD 83)
 DF7373
 DF7373_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7373_STAMPING: 31 SEM 1967
 DF7373_MARK LOGO: USGS  
 DF7373_PROJECTION: FLUSH
 DF7373_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7373+STABILITY: SURFACE MOTION
 DF7373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7373+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2005
 DF7373
 DF7373  HISTORY     - Date     Condition        Report By
 DF7373  HISTORY     - 1967     MONUMENTED       USGS
 DF7373  HISTORY     - 19990401 GOOD             MNDT
 DF7373  HISTORY     - 20050827 GOOD             MNDT
 DF7373
 DF7373                          STATION DESCRIPTION
 DF7373
 DF7373'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7373'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY.  DESCRIBED 4.5 MI
 DF7373'NORTH OF TAMARACK, THENCE 0.9 MI NORTH ON CO RD 6 FROM JCT OF TH 210
 DF7373'AND CO RD  6, THENCE 3.5 MI NORTH ON CO RD 3, 220 FT NORTH OF
 DF7373'CROSSROAD, 30 FT WEST OF CO RD 64, 12 FT SOUTH AND 12 FT EAST OF WATER
 DF7373'PUMP, 110 FT NNE OF HAUGEN HALL, IN NE  COR OF YARD.
 DF7373
 DF7373                          STATION RECOVERY (2005)
 DF7373
 DF7373'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DF7373'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1350 ***********************************************************************
 PQ1350  DESIGNATION -  31 T
 PQ1350  PID         -  PQ1350
 PQ1350  STATE/COUNTY-  MN/LYON
 PQ1350  COUNTRY     -  US
 PQ1350  USGS QUAD   -  MARSHALL SE (1963)
 PQ1350
 PQ1350                         *CURRENT SURVEY CONTROL
 PQ1350  ______________________________________________________________________
 PQ1350* NAD 83(1986) POSITION- 44 16 56.     (N) 095 45 20.     (W)   SCALED    
 PQ1350* NAVD 88 ORTHO HEIGHT -   451.071  (meters)    1479.89  (feet) ADJUSTED  
 PQ1350  ______________________________________________________________________
 PQ1350  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 PQ1350  DYNAMIC HEIGHT  -        450.988 (meters)     1479.62  (feet) COMP
 PQ1350  MODELED GRAVITY -    980,420.6   (mgal)                       NAVD 88
 PQ1350
 PQ1350  VERT ORDER      -  SECOND    CLASS I
 PQ1350
 PQ1350.The horizontal coordinates were scaled from a topographic map and have
 PQ1350.an estimated accuracy of +/- 6 seconds.
 PQ1350.
 PQ1350.The orthometric height was determined by differential leveling and
 PQ1350.adjusted in June 1995.
 PQ1350
 PQ1350.The dynamic height is computed by dividing the NAVD 88
 PQ1350.geopotential number by the normal gravity value computed on the
 PQ1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1350.degrees latitude (g = 980.6199 gals.).
 PQ1350
 PQ1350.The modeled gravity was interpolated from observed gravity values.
 PQ1350
 PQ1350;                    North         East    Units  Estimated Accuracy
 PQ1350;SPC MN S     -   243,970.      659,880.      MT  (+/- 180 meters Scaled)
 PQ1350
 PQ1350                          SUPERSEDED SURVEY CONTROL
 PQ1350
 PQ1350.No superseded survey control is available for this station.
 PQ1350
 PQ1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK801069(NAD 83)
 PQ1350
 PQ1350_MARKER: DB = BENCH MARK DISK
 PQ1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1350_SP_SET: CONCRETE MONUMENT
 PQ1350_STAMPING: 31 T 1960 1479
 PQ1350_MARK LOGO: USGS  
 PQ1350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1350+STABILITY: SURFACE MOTION
 PQ1350
 PQ1350  HISTORY     - Date     Condition        Report By
 PQ1350  HISTORY     - 1960     MONUMENTED       USGS
 PQ1350  HISTORY     - 19870824 GOOD             MNDT
 PQ1350
 PQ1350                          STATION DESCRIPTION
 PQ1350
 PQ1350'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1350'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1350'IN THE NE 1/4 OF SECTION 3, T109N, R41W, IN THE SOUTHWEST QUADRANT OF
 PQ1350'THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 69 EAST AND A
 PQ1350'GRAVEL ROAD WEST, 3.0 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM
 PQ1350'ITS JUNCTION WITH TRUNK HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF
 PQ1350'GARVIN.  THE MARK, A STANDARD USGS BENCH MARK DISK STAMPED---31 T
 PQ1350'1960 1479---, IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 PQ1350'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE
 PQ1350'MARK IS 75.5 FT (23.0 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59
 PQ1350'AT MILEPOINT 61.6, 411 FT (125.3 M) SOUTH OF THE CENTER OF A GRAVEL
 PQ1350'ROAD, 1.2 FT (0.4 M) EAST OF A NORTH-SOUTH FENCE, AND 1.0 FT (0.3 M)
 PQ1350'EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0153 ***********************************************************************
 RO0153  DESIGNATION -  310/2 BOLT
 RO0153  PID         -  RO0153
 RO0153  STATE/COUNTY-  MN/CROW WING
 RO0153  COUNTRY     -  US
 RO0153  USGS QUAD   -  BAXTER (1994)
 RO0153
 RO0153                         *CURRENT SURVEY CONTROL
 RO0153  ______________________________________________________________________
 RO0153* NAD 83(1986) POSITION- 46 16 44.     (N) 094 20 15.     (W)   SCALED    
 RO0153* NAVD 88 ORTHO HEIGHT -   361.71   (+/-2cm)    1186.7   (feet) VERTCON   
 RO0153  ______________________________________________________________________
 RO0153  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 RO0153  VERT ORDER      -  ? (See Below)
 RO0153
 RO0153.The horizontal coordinates were scaled from a topographic map and have
 RO0153.an estimated accuracy of +/- 6 seconds.
 RO0153.
 RO0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0153
 RO0153.The vertical order pertains to the NGVD 29 superseded value.
 RO0153
 RO0153;                    North         East    Units  Estimated Accuracy
 RO0153;SPC MN C     -   242,150.      793,260.      MT  (+/- 180 meters Scaled)
 RO0153
 RO0153                          SUPERSEDED SURVEY CONTROL
 RO0153
 RO0153  NGVD 29 (??/??/92)  361.527  (m)         1186.11   (f) ADJ UNCH       
 RO0153
 RO0153.Superseded values are not recommended for survey control.
 RO0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0153.See file dsdata.txt to determine how the superseded data were derived.
 RO0153
 RO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM969259(NAD 83)
 RO0153
 RO0153_MARKER: B = BOLT
 RO0153_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0153_SP_SET: TILE
 RO0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0153
 RO0153  HISTORY     - Date     Condition        Report By
 RO0153  HISTORY     - UNK      MONUMENTED       MRC
 RO0153  HISTORY     - 1934     GOOD             CGS
 RO0153
 RO0153                          STATION DESCRIPTION
 RO0153
 RO0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0153'2.25 MI W FROM CROW WING.
 RO0153'2-1/4 MILES WEST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RO0153'CROW WING, ABOUT 500 FEET UPSTREAM ALONG THE LEFT BANK OF THE
 RO0153'MISSISSIPPI RIVER FROM THE UPPER MOUTH OF THE CROW WING RIVER, AT THE
 RO0153'WEST LINE OF SECTION 24, T 44 N, R 32 W, ON PROPERTY OF CHARLES BAILEY
 RO0153'KNOWN AS THE BELEREAU PLACE, ABOUT 800 FEET UPSTREAM FROM THE DESERTED
 RO0153'HOUSE, 250 FEET BACK FROM THE TOP OF THE HIGH BANK, ON THE EAST SIDE
 RO0153'OF A FIELD, AND AT THE WEST TIMBER LINE.  THE TOP OF A COPPER BOLT
 RO0153'LEADED IN A TILE 3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 RO0153'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 RO0153'STANDARD CAP AND PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0152 ***********************************************************************
 RO0152  DESIGNATION -  310/2 CAP
 RO0152  PID         -  RO0152
 RO0152  STATE/COUNTY-  MN/CROW WING
 RO0152  COUNTRY     -  US
 RO0152  USGS QUAD   -  BAXTER (1994)
 RO0152
 RO0152                         *CURRENT SURVEY CONTROL
 RO0152  ______________________________________________________________________
 RO0152* NAD 83(1986) POSITION- 46 16 44.     (N) 094 20 15.     (W)   SCALED    
 RO0152* NAVD 88 ORTHO HEIGHT -   362.92   (+/-2cm)    1190.7   (feet) VERTCON   
 RO0152  ______________________________________________________________________
 RO0152  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 RO0152  VERT ORDER      -  ? (See Below)
 RO0152
 RO0152.The horizontal coordinates were scaled from a topographic map and have
 RO0152.an estimated accuracy of +/- 6 seconds.
 RO0152.
 RO0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0152
 RO0152.The vertical order pertains to the NGVD 29 superseded value.
 RO0152
 RO0152;                    North         East    Units  Estimated Accuracy
 RO0152;SPC MN C     -   242,150.      793,260.      MT  (+/- 180 meters Scaled)
 RO0152
 RO0152                          SUPERSEDED SURVEY CONTROL
 RO0152
 RO0152  NGVD 29 (??/??/92)  362.737  (m)         1190.08   (f) ADJ UNCH       
 RO0152
 RO0152.Superseded values are not recommended for survey control.
 RO0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0152.See file dsdata.txt to determine how the superseded data were derived.
 RO0152
 RO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM969259(NAD 83)
 RO0152
 RO0152_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0152
 RO0152  HISTORY     - Date     Condition        Report By
 RO0152  HISTORY     - UNK      MONUMENTED       MRC
 RO0152  HISTORY     - 1934     GOOD             CGS
 RO0152
 RO0152                          STATION DESCRIPTION
 RO0152
 RO0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0152'2.25 MI W FROM CROW WING.
 RO0152'2-1/4 MILES WEST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RO0152'CROW WING, ABOUT 500 FEET UPSTREAM ALONG THE LEFT BANK OF THE
 RO0152'MISSISSIPPI RIVER FROM THE UPPER MOUTH OF THE CROW WING RIVER, AT THE
 RO0152'WEST LINE OF SECTION 24, T 44 N, R 32 W, ON PROPERTY OF CHARLES BAILEY
 RO0152'KNOWN AS THE BELEREAU PLACE, ABOUT 800 FEET UPSTREAM FROM THE DESERTED
 RO0152'HOUSE, 250 FEET BACK FROM THE TOP OF THE HIGH BANK, ON THE EAST SIDE
 RO0152'OF A FIELD, AND AT THE WEST TIMBER LINE.  A 4-INCH IRON PIPE BEARING A
 RO0152'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 8
 RO0152'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8096 ***********************************************************************
 DM8096  DESIGNATION -  3101 AE
 DM8096  PID         -  DM8096
 DM8096  STATE/COUNTY-  MN/ITASCA
 DM8096  COUNTRY     -  US
 DM8096  USGS QUAD   -  TOGO (1970)
 DM8096
 DM8096                         *CURRENT SURVEY CONTROL
 DM8096  ______________________________________________________________________
 DM8096* NAD 83(2007) POSITION- 47 49 19.04738(N) 093 12 50.19783(W)   ADJUSTED  
 DM8096* NAD 83(2007) ELLIP HT-   389.898 (meters)        (06/13/11)   ADJUSTED
 DM8096* NAD 83(2007) EPOCH   -  2002.00
 DM8096* NAVD 88 ORTHO HEIGHT -   419.70   (meters)    1377.0   (feet) LEVELING  
 DM8096  ______________________________________________________________________
 DM8096  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 DM8096  NAD 83(2007) X  -   -240,554.252 (meters)                     COMP
 DM8096  NAD 83(2007) Y  - -4,283,921.913 (meters)                     COMP
 DM8096  NAD 83(2007) Z  -  4,703,896.134 (meters)                     COMP
 DM8096  LAPLACE CORR    -         -6.74  (seconds)                    DEFLEC09
 DM8096  HORZ ORDER      -  FIRST
 DM8096  VERT ORDER      -  THIRD
 DM8096  ELLP ORDER      -  FOURTH    CLASS I
 DM8096
 DM8096.The horizontal coordinates were established by GPS observations
 DM8096.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8096
 DM8096.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8096.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8096
 DM8096.The horizontal coordinates are valid at the epoch date displayed above
 DM8096.which is a decimal equivalence of Year/Month/Day.
 DM8096
 DM8096.The orthometric height was determined by differential leveling.
 DM8096.The vertical network tie was performed by a horz. field party for horz.
 DM8096.obs reductions. Reset procedures were used to establish the elevation.
 DM8096
 DM8096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8096
 DM8096.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8096
 DM8096.The ellipsoidal height was determined by GPS observations
 DM8096.and is referenced to NAD 83.
 DM8096
 DM8096. The following values were computed from the NAD 83(2007) position.
 DM8096
 DM8096;                    North         East     Units Scale Factor Converg.
 DM8096;SPC MN N     -   246,972.605   791,468.517   MT  0.99990284   -0 05 04.0
 DM8096;SPC MN N     -   810,275.95  2,596,676.29   sFT  0.99990284   -0 05 04.0
 DM8096;UTM  15      - 5,296,534.017   483,985.921   MT  0.99960315   -0 09 30.8
 DM8096
 DM8096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8096!SPC MN N     -   0.99993889  x   0.99990284  =   0.99984174
 DM8096!UTM  15      -   0.99993889  x   0.99960315  =   0.99954207
 DM8096
 DM8096                          SUPERSEDED SURVEY CONTROL
 DM8096
 DM8096.No superseded survey control is available for this station.
 DM8096
 DM8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8398596534(NAD 83)
 DM8096
 DM8096_MARKER: I = METAL ROD
 DM8096_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8096_STAMPING: 3101 AE 2009
 DM8096_MARK LOGO: MNDT  
 DM8096_PROJECTION: RECESSED 5 CENTIMETERS
 DM8096_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8096+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DM8096_ROD/PIPE-DEPTH:  5.8 meters
 DM8096
 DM8096  HISTORY     - Date     Condition        Report By
 DM8096  HISTORY     - 20091103 MONUMENTED       MNDT
 DM8096  HISTORY     - 20091103 GOOD             MNDT
 DM8096
 DM8096                          STATION DESCRIPTION
 DM8096
 DM8096'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8096'THE MARK IS 2.1 MILES WEST OF TOGO, 2.1 MILES WEST ALONG TRUNK HIGHWAY
 DM8096'1 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 65 IN
 DM8096'TOGO, AT TRUNK HIGHWAY 1 MILEPOINT 209.25, 16.0 FEET SOUTH OF TRUNK
 DM8096'HIGHWAY 1, 6.7 FEET NORTH OF WITNESS POST.
 DM8096
 DM8096                          STATION RECOVERY (2009)
 DM8096
 DM8096'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM8096'RECOVERED AS DESCRIBED.
 DM8096' 
 DM8096'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8096'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8096'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8096'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8174 ***********************************************************************
 DK8174  DESIGNATION -  3101 E
 DK8174  PID         -  DK8174
 DK8174  STATE/COUNTY-  MN/ITASCA
 DK8174  COUNTRY     -  US
 DK8174  USGS QUAD   -  WILDWOOD SE (1996)
 DK8174
 DK8174                         *CURRENT SURVEY CONTROL
 DK8174  ______________________________________________________________________
 DK8174* NAD 83(2007) POSITION- 47 50 25.16601(N) 093 46 33.03735(W)   ADJUSTED  
 DK8174* NAD 83(2007) ELLIP HT-   381.188 (meters)        (06/13/11)   ADJUSTED
 DK8174* NAD 83(2007) EPOCH   -  2002.00
 DK8174* NAVD 88 ORTHO HEIGHT -   410.255  (meters)    1345.98  (feet) ADJUSTED  
 DK8174  ______________________________________________________________________
 DK8174  NAD 83(2007) X  -   -282,454.383 (meters)                     COMP
 DK8174  NAD 83(2007) Y  - -4,279,840.651 (meters)                     COMP
 DK8174  NAD 83(2007) Z  -  4,705,260.655 (meters)                     COMP
 DK8174  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC09
 DK8174  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DK8174  DYNAMIC HEIGHT  -        410.318 (meters)     1346.19  (feet) COMP
 DK8174  MODELED GRAVITY -    980,754.0   (mgal)                       NAVD 88
 DK8174
 DK8174  HORZ ORDER      -  FIRST
 DK8174  VERT ORDER      -  SECOND    CLASS I
 DK8174  ELLP ORDER      -  FOURTH    CLASS I
 DK8174
 DK8174.The horizontal coordinates were established by GPS observations
 DK8174.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8174
 DK8174.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8174.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8174
 DK8174.The horizontal coordinates are valid at the epoch date displayed above
 DK8174.which is a decimal equivalence of Year/Month/Day.
 DK8174
 DK8174.The orthometric height was determined by differential leveling and
 DK8174.adjusted in April 2009.
 DK8174
 DK8174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8174
 DK8174.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8174
 DK8174.The ellipsoidal height was determined by GPS observations
 DK8174.and is referenced to NAD 83.
 DK8174
 DK8174.The dynamic height is computed by dividing the NAVD 88
 DK8174.geopotential number by the normal gravity value computed on the
 DK8174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8174.degrees latitude (g = 980.6199 gals.).
 DK8174
 DK8174.The modeled gravity was interpolated from observed gravity values.
 DK8174
 DK8174. The following values were computed from the NAD 83(2007) position.
 DK8174
 DK8174;                    North         East     Units Scale Factor Converg.
 DK8174;SPC MN N     -   249,229.350   749,415.049   MT  0.99990282   -0 30 03.4
 DK8174;SPC MN N     -   817,679.96  2,458,705.87   sFT  0.99990282   -0 30 03.4
 DK8174;UTM  15      - 5,298,844.501   441,947.358   MT  0.99964141   -0 34 30.5
 DK8174
 DK8174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8174!SPC MN N     -   0.99994026  x   0.99990282  =   0.99984308
 DK8174!UTM  15      -   0.99994026  x   0.99964141  =   0.99958169
 DK8174
 DK8174                          SUPERSEDED SURVEY CONTROL
 DK8174
 DK8174  NAVD 88 (06/13/11)  410.26   (m)         1346.0    (f) LEVELING    3  
 DK8174
 DK8174.Superseded values are not recommended for survey control.
 DK8174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8174.See file dsdata.txt to determine how the superseded data were derived.
 DK8174
 DK8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4194798844(NAD 83)
 DK8174
 DK8174_MARKER: DD = SURVEY DISK
 DK8174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8174_STAMPING: 3101 E 2005
 DK8174_MARK LOGO: MNDT  
 DK8174_PROJECTION: FLUSH
 DK8174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8174+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2009
 DK8174_ROD/PIPE-DEPTH:  6.1 meters
 DK8174
 DK8174  HISTORY     - Date     Condition        Report By
 DK8174  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8174  HISTORY     - 20090903 GOOD             MNDT
 DK8174
 DK8174                          STATION DESCRIPTION
 DK8174
 DK8174'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8174'THE MARK IS 6.0 MI (9.7 KM) WEST OF EFFIE, AT THE JUNCTION OF TRUNK
 DK8174'HIGHWAY 1 EAST AND TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILE POINT
 DK8174'126.05, 28.2 FT (8.6 M) NORTH OF TRUNK HIGHWAY 1, 82.7 FT (25.2 M)
 DK8174'EAST OF TRUNK HIGHWAY 6, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DK8174
 DK8174                          STATION RECOVERY (2009)
 DK8174
 DK8174'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK8174'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8174'THE MARK IS 6.0 MILES WEST OF EFFIE, AT JUNCTION OF TRUNK HIGHWAY 1
 DK8174'EAST AND TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILEPOINT 126.05, 28.2
 DK8174'FEET NORTH OF TRUNK HIGHWAY 1, 82.7 FEET EAST OF TRUNK HIGHWAY 6, 2.0
 DK8174'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8175 ***********************************************************************
 DK8175  DESIGNATION -  3101 F
 DK8175  PID         -  DK8175
 DK8175  STATE/COUNTY-  MN/ITASCA
 DK8175  COUNTRY     -  US
 DK8175  USGS QUAD   -  EFFIE (1971)
 DK8175
 DK8175                         *CURRENT SURVEY CONTROL
 DK8175  ______________________________________________________________________
 DK8175* NAD 83(2007) POSITION- 47 50 24.90497(N) 093 44 33.55014(W)   ADJUSTED  
 DK8175* NAD 83(2007) ELLIP HT-   383.230 (meters)        (06/13/11)   ADJUSTED
 DK8175* NAD 83(2007) EPOCH   -  2002.00
 DK8175* NAVD 88 ORTHO HEIGHT -   412.369  (meters)    1352.91  (feet) ADJUSTED  
 DK8175  ______________________________________________________________________
 DK8175  NAD 83(2007) X  -   -279,975.545 (meters)                     COMP
 DK8175  NAD 83(2007) Y  - -4,280,010.888 (meters)                     COMP
 DK8175  NAD 83(2007) Z  -  4,705,256.757 (meters)                     COMP
 DK8175  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 DK8175  GEOID HEIGHT    -        -29.11  (meters)                     GEOID09
 DK8175  DYNAMIC HEIGHT  -        412.431 (meters)     1353.12  (feet) COMP
 DK8175  MODELED GRAVITY -    980,749.8   (mgal)                       NAVD 88
 DK8175
 DK8175  HORZ ORDER      -  FIRST
 DK8175  VERT ORDER      -  SECOND    CLASS I
 DK8175  ELLP ORDER      -  FOURTH    CLASS I
 DK8175
 DK8175.The horizontal coordinates were established by GPS observations
 DK8175.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8175
 DK8175.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8175.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8175
 DK8175.The horizontal coordinates are valid at the epoch date displayed above
 DK8175.which is a decimal equivalence of Year/Month/Day.
 DK8175
 DK8175.The orthometric height was determined by differential leveling and
 DK8175.adjusted in April 2009.
 DK8175
 DK8175.Photographs are available for this station.
 DK8175
 DK8175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8175
 DK8175.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8175
 DK8175.The ellipsoidal height was determined by GPS observations
 DK8175.and is referenced to NAD 83.
 DK8175
 DK8175.The dynamic height is computed by dividing the NAVD 88
 DK8175.geopotential number by the normal gravity value computed on the
 DK8175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8175.degrees latitude (g = 980.6199 gals.).
 DK8175
 DK8175.The modeled gravity was interpolated from observed gravity values.
 DK8175
 DK8175. The following values were computed from the NAD 83(2007) position.
 DK8175
 DK8175;                    North         East     Units Scale Factor Converg.
 DK8175;SPC MN N     -   249,200.102   751,899.166   MT  0.99990282   -0 28 34.8
 DK8175;SPC MN N     -   817,584.00  2,466,855.85   sFT  0.99990282   -0 28 34.8
 DK8175;UTM  15      - 5,298,812.045   444,430.781   MT  0.99963794   -0 33 01.9
 DK8175
 DK8175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8175!SPC MN N     -   0.99993994  x   0.99990282  =   0.99984276
 DK8175!UTM  15      -   0.99993994  x   0.99963794  =   0.99957790
 DK8175
 DK8175                          SUPERSEDED SURVEY CONTROL
 DK8175
 DK8175  NAVD 88 (06/13/11)  412.37   (m)         1352.9    (f) LEVELING    3  
 DK8175
 DK8175.Superseded values are not recommended for survey control.
 DK8175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8175.See file dsdata.txt to determine how the superseded data were derived.
 DK8175
 DK8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4443098812(NAD 83)
 DK8175
 DK8175_MARKER: DD = SURVEY DISK
 DK8175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8175_STAMPING: 3101 F 2005
 DK8175_MARK LOGO: MNDT  
 DK8175_PROJECTION: RECESSED 8 CENTIMETERS
 DK8175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8175+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 DK8175_ROD/PIPE-DEPTH:  6.1 meters
 DK8175
 DK8175  HISTORY     - Date     Condition        Report By
 DK8175  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8175  HISTORY     - 20091026 GOOD             MNDT
 DK8175
 DK8175                          STATION DESCRIPTION
 DK8175
 DK8175'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8175'THE MARK IS 5.0 MI (8.0 KM) WEST OF EFFIE, 4.70 MI (7.6 KM) WEST ALONG
 DK8175'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8175'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 182.0, 25.6 FT (7.8 M)
 DK8175'NORTH OF TRUNK HIGHWAY 1, 24.8 FT (7.6 M) EAST OF ENTRANCE, 2.0 FT
 DK8175'(0.6 M) WEST OF A WITNESS POST.
 DK8175
 DK8175                          STATION RECOVERY (2009)
 DK8175
 DK8175'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK8175'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8175'THE MARK IS 5.0 MILES WEST OF EFFIE, 4.7 MILES WEST ALONG TRUNK
 DK8175'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8175'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 182.0, 25.6 FEET NORTH OF TRUNK
 DK8175'HIGHWAY 1, 24.8 FEET EAST OF ENTRANCE, 2.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8176 ***********************************************************************
 DK8176  DESIGNATION -  3101 G
 DK8176  PID         -  DK8176
 DK8176  STATE/COUNTY-  MN/ITASCA
 DK8176  COUNTRY     -  US
 DK8176  USGS QUAD   -  EFFIE (1971)
 DK8176
 DK8176                         *CURRENT SURVEY CONTROL
 DK8176  ______________________________________________________________________
 DK8176* NAD 83(1986) POSITION- 47 50 24.27   (N) 093 43 18.01   (W)   HD_HELD1  
 DK8176* NAVD 88 ORTHO HEIGHT -   414.222  (meters)    1358.99  (feet) ADJUSTED  
 DK8176  ______________________________________________________________________
 DK8176  GEOID HEIGHT    -        -29.14  (meters)                     GEOID09
 DK8176  DYNAMIC HEIGHT  -        414.284 (meters)     1359.20  (feet) COMP
 DK8176  MODELED GRAVITY -    980,749.3   (mgal)                       NAVD 88
 DK8176
 DK8176  VERT ORDER      -  SECOND    CLASS I
 DK8176
 DK8176.The horizontal coordinates were established by differentially corrected
 DK8176.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8176.
 DK8176.The orthometric height was determined by differential leveling and
 DK8176.adjusted in April 2009.
 DK8176
 DK8176.Photographs are available for this station.
 DK8176
 DK8176.The dynamic height is computed by dividing the NAVD 88
 DK8176.geopotential number by the normal gravity value computed on the
 DK8176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8176.degrees latitude (g = 980.6199 gals.).
 DK8176
 DK8176.The modeled gravity was interpolated from observed gravity values.
 DK8176
 DK8176;                    North         East    Units  Estimated Accuracy
 DK8176;SPC MN N     -   249,167.6     753,469.5     MT  (+/- 3 meters HH1 GPS) 
 DK8176
 DK8176                          SUPERSEDED SURVEY CONTROL
 DK8176
 DK8176.No superseded survey control is available for this station.
 DK8176
 DK8176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4600098777(NAD 83)
 DK8176
 DK8176_MARKER: DD = SURVEY DISK
 DK8176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8176_STAMPING: 3101 G 2005
 DK8176_MARK LOGO: MNDT  
 DK8176_PROJECTION: RECESSED 8 CENTIMETERS
 DK8176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8176+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK8176_ROD/PIPE-DEPTH:  6.1 meters
 DK8176
 DK8176  HISTORY     - Date     Condition        Report By
 DK8176  HISTORY     - 20050622 MONUMENTED       MNDT
 DK8176
 DK8176                          STATION DESCRIPTION
 DK8176
 DK8176'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8176'THE MARK IS 4.0 MI (6.4 KM) WEST OF EFFIE, 3.70 MI (6.0 KM) WEST ALONG
 DK8176'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8176'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 183.0, 28.0 FT (8.5 M)
 DK8176'SOUTH OF TRUNK HIGHWAY 1, 8.9 FT (2.7 M) WEST OF MILEPOST 183, 2.0 FT
 DK8176'(0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8177 ***********************************************************************
 DK8177  DESIGNATION -  3101 H
 DK8177  PID         -  DK8177
 DK8177  STATE/COUNTY-  MN/ITASCA
 DK8177  COUNTRY     -  US
 DK8177  USGS QUAD   -  EFFIE (1971)
 DK8177
 DK8177                         *CURRENT SURVEY CONTROL
 DK8177  ______________________________________________________________________
 DK8177* NAD 83(1986) POSITION- 47 50 23.96   (N) 093 42 12.29   (W)   HD_HELD1  
 DK8177* NAVD 88 ORTHO HEIGHT -   413.258  (meters)    1355.83  (feet) ADJUSTED  
 DK8177  ______________________________________________________________________
 DK8177  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DK8177  DYNAMIC HEIGHT  -        413.320 (meters)     1356.03  (feet) COMP
 DK8177  MODELED GRAVITY -    980,748.5   (mgal)                       NAVD 88
 DK8177
 DK8177  VERT ORDER      -  SECOND    CLASS I
 DK8177
 DK8177.The horizontal coordinates were established by differentially corrected
 DK8177.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8177.
 DK8177.The orthometric height was determined by differential leveling and
 DK8177.adjusted in April 2009.
 DK8177
 DK8177.Photographs are available for this station.
 DK8177
 DK8177.The dynamic height is computed by dividing the NAVD 88
 DK8177.geopotential number by the normal gravity value computed on the
 DK8177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8177.degrees latitude (g = 980.6199 gals.).
 DK8177
 DK8177.The modeled gravity was interpolated from observed gravity values.
 DK8177
 DK8177;                    North         East    Units  Estimated Accuracy
 DK8177;SPC MN N     -   249,147.2     754,835.8     MT  (+/- 3 meters HH1 GPS) 
 DK8177
 DK8177                          SUPERSEDED SURVEY CONTROL
 DK8177
 DK8177.No superseded survey control is available for this station.
 DK8177
 DK8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4736698755(NAD 83)
 DK8177
 DK8177_MARKER: DD = SURVEY DISK
 DK8177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8177_STAMPING: 3101 H 2005
 DK8177_MARK LOGO: MNDT  
 DK8177_PROJECTION: RECESSED 10 CENTIMETERS
 DK8177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8177+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK8177_ROD/PIPE-DEPTH:  4.6 meters
 DK8177
 DK8177  HISTORY     - Date     Condition        Report By
 DK8177  HISTORY     - 20050622 MONUMENTED       MNDT
 DK8177
 DK8177                          STATION DESCRIPTION
 DK8177
 DK8177'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8177'THE MARK IS 3.0 MI (4.8 KM) WEST OF EFFIE, 2.85 MI (4.6 KM) WEST ALONG
 DK8177'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8177'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 183.85, 44.8 FT (13.7 M)
 DK8177'SOUTH OF TRUNK HIGHWAY 1, 9.5 FT (2.9 M) WEST OF ENTRANCE, 2.0 FT (0.6
 DK8177'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8178 ***********************************************************************
 DK8178  DESIGNATION -  3101 J
 DK8178  PID         -  DK8178
 DK8178  STATE/COUNTY-  MN/ITASCA
 DK8178  COUNTRY     -  US
 DK8178  USGS QUAD   -  EFFIE (1971)
 DK8178
 DK8178                         *CURRENT SURVEY CONTROL
 DK8178  ______________________________________________________________________
 DK8178* NAD 83(2007) POSITION- 47 50 24.52951(N) 093 40 53.50380(W)   ADJUSTED  
 DK8178* NAD 83(2007) ELLIP HT-   386.254 (meters)        (06/13/11)   ADJUSTED
 DK8178* NAD 83(2007) EPOCH   -  2002.00
 DK8178* NAVD 88 ORTHO HEIGHT -   415.483  (meters)    1363.13  (feet) ADJUSTED  
 DK8178  ______________________________________________________________________
 DK8178  NAD 83(2007) X  -   -275,410.090 (meters)                     COMP
 DK8178  NAD 83(2007) Y  - -4,280,317.738 (meters)                     COMP
 DK8178  NAD 83(2007) Z  -  4,705,251.214 (meters)                     COMP
 DK8178  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC09
 DK8178  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 DK8178  DYNAMIC HEIGHT  -        415.544 (meters)     1363.33  (feet) COMP
 DK8178  MODELED GRAVITY -    980,747.0   (mgal)                       NAVD 88
 DK8178
 DK8178  HORZ ORDER      -  FIRST
 DK8178  VERT ORDER      -  SECOND    CLASS I
 DK8178  ELLP ORDER      -  FOURTH    CLASS I
 DK8178
 DK8178.The horizontal coordinates were established by GPS observations
 DK8178.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8178
 DK8178.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8178.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8178
 DK8178.The horizontal coordinates are valid at the epoch date displayed above
 DK8178.which is a decimal equivalence of Year/Month/Day.
 DK8178
 DK8178.The orthometric height was determined by differential leveling and
 DK8178.adjusted in April 2009.
 DK8178
 DK8178.Photographs are available for this station.
 DK8178
 DK8178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8178
 DK8178.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8178
 DK8178.The ellipsoidal height was determined by GPS observations
 DK8178.and is referenced to NAD 83.
 DK8178
 DK8178.The dynamic height is computed by dividing the NAVD 88
 DK8178.geopotential number by the normal gravity value computed on the
 DK8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8178.degrees latitude (g = 980.6199 gals.).
 DK8178
 DK8178.The modeled gravity was interpolated from observed gravity values.
 DK8178
 DK8178. The following values were computed from the NAD 83(2007) position.
 DK8178
 DK8178;                    North         East     Units Scale Factor Converg.
 DK8178;SPC MN N     -   249,152.281   756,473.953   MT  0.99990282   -0 25 51.7
 DK8178;SPC MN N     -   817,427.11  2,481,864.96   sFT  0.99990282   -0 25 51.7
 DK8178;UTM  15      - 5,298,758.316   449,004.277   MT  0.99963196   -0 30 18.8
 DK8178
 DK8178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8178!SPC MN N     -   0.99993946  x   0.99990282  =   0.99984229
 DK8178!UTM  15      -   0.99993946  x   0.99963196  =   0.99957145
 DK8178
 DK8178                          SUPERSEDED SURVEY CONTROL
 DK8178
 DK8178  NAVD 88 (06/13/11)  415.48   (m)         1363.1    (f) LEVELING    3  
 DK8178
 DK8178.Superseded values are not recommended for survey control.
 DK8178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8178.See file dsdata.txt to determine how the superseded data were derived.
 DK8178
 DK8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4900498758(NAD 83)
 DK8178
 DK8178_MARKER: DD = SURVEY DISK
 DK8178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8178_STAMPING: 3101 J 2005
 DK8178_MARK LOGO: MNDT  
 DK8178_PROJECTION: RECESSED 8 CENTIMETERS
 DK8178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8178+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 DK8178_ROD/PIPE-DEPTH:  6.1 meters
 DK8178
 DK8178  HISTORY     - Date     Condition        Report By
 DK8178  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8178  HISTORY     - 20091026 GOOD             MNDT
 DK8178
 DK8178                          STATION DESCRIPTION
 DK8178
 DK8178'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8178'THE MARK IS 2.0 MI (3.2 KM) WEST OF EFFIE, 1.85 MI (3.0 KM) WEST ALONG
 DK8178'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8178'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 184.85, 33.8 FT (10.3 M)
 DK8178'NORTH OF TRUNK HIGHWAY 1, 56.2 FT (17.1 M) EAST OF COUNTY ROAD 259,
 DK8178'2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DK8178
 DK8178                          STATION RECOVERY (2009)
 DK8178
 DK8178'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK8178'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8178'THE MARK IS 2.0 MILES WEST OF EFFIE, 1.85 MILES WEST ALONG TRUNK
 DK8178'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8178'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 184.85, 33.8 FEET NORTH OF TRUNK
 DK8178'HIGHWAY 1, 56.2 FEET EAST OF COUNTY ROAD 259, 2.0 FEET SOUTH OF
 DK8178'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8179 ***********************************************************************
 DK8179  DESIGNATION -  3101 K
 DK8179  PID         -  DK8179
 DK8179  STATE/COUNTY-  MN/ITASCA
 DK8179  COUNTRY     -  US
 DK8179  USGS QUAD   -  EFFIE (1971)
 DK8179
 DK8179                         *CURRENT SURVEY CONTROL
 DK8179  ______________________________________________________________________
 DK8179* NAD 83(2007) POSITION- 47 50 21.61527(N) 093 39 37.08493(W)   ADJUSTED  
 DK8179* NAD 83(2007) ELLIP HT-   390.655 (meters)        (06/13/11)   ADJUSTED
 DK8179* NAD 83(2007) EPOCH   -  2002.00
 DK8179* NAVD 88 ORTHO HEIGHT -   419.904  (meters)    1377.64  (feet) ADJUSTED  
 DK8179  ______________________________________________________________________
 DK8179  NAD 83(2007) X  -   -273,828.708 (meters)                     COMP
 DK8179  NAD 83(2007) Y  - -4,280,489.017 (meters)                     COMP
 DK8179  NAD 83(2007) Z  -  4,705,194.059 (meters)                     COMP
 DK8179  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC09
 DK8179  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DK8179  DYNAMIC HEIGHT  -        419.965 (meters)     1377.84  (feet) COMP
 DK8179  MODELED GRAVITY -    980,744.6   (mgal)                       NAVD 88
 DK8179
 DK8179  HORZ ORDER      -  FIRST
 DK8179  VERT ORDER      -  SECOND    CLASS I
 DK8179  ELLP ORDER      -  FOURTH    CLASS I
 DK8179
 DK8179.The horizontal coordinates were established by GPS observations
 DK8179.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8179
 DK8179.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8179.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8179
 DK8179.The horizontal coordinates are valid at the epoch date displayed above
 DK8179.which is a decimal equivalence of Year/Month/Day.
 DK8179
 DK8179.The orthometric height was determined by differential leveling and
 DK8179.adjusted in April 2009.
 DK8179
 DK8179.Photographs are available for this station.
 DK8179
 DK8179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8179
 DK8179.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8179
 DK8179.The ellipsoidal height was determined by GPS observations
 DK8179.and is referenced to NAD 83.
 DK8179
 DK8179.The dynamic height is computed by dividing the NAVD 88
 DK8179.geopotential number by the normal gravity value computed on the
 DK8179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8179.degrees latitude (g = 980.6199 gals.).
 DK8179
 DK8179.The modeled gravity was interpolated from observed gravity values.
 DK8179
 DK8179. The following values were computed from the NAD 83(2007) position.
 DK8179
 DK8179;                    North         East     Units Scale Factor Converg.
 DK8179;SPC MN N     -   249,050.550   758,062.098   MT  0.99990282   -0 24 55.1
 DK8179;SPC MN N     -   817,093.35  2,487,075.40   sFT  0.99990282   -0 24 55.1
 DK8179;UTM  15      - 5,298,654.557   450,591.856   MT  0.99963000   -0 29 22.1
 DK8179
 DK8179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8179!SPC MN N     -   0.99993877  x   0.99990282  =   0.99984160
 DK8179!UTM  15      -   0.99993877  x   0.99963000  =   0.99956880
 DK8179
 DK8179                          SUPERSEDED SURVEY CONTROL
 DK8179
 DK8179  NAVD 88 (06/13/11)  419.90   (m)         1377.6    (f) LEVELING    3  
 DK8179
 DK8179.Superseded values are not recommended for survey control.
 DK8179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8179.See file dsdata.txt to determine how the superseded data were derived.
 DK8179
 DK8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5059198654(NAD 83)
 DK8179
 DK8179_MARKER: DD = SURVEY DISK
 DK8179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8179_STAMPING: 3101 K 2005
 DK8179_MARK LOGO: MNDT  
 DK8179_PROJECTION: RECESSED 8 CENTIMETERS
 DK8179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8179+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2009
 DK8179_ROD/PIPE-DEPTH:  6.1 meters
 DK8179
 DK8179  HISTORY     - Date     Condition        Report By
 DK8179  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8179  HISTORY     - 20090825 GOOD             MNDT
 DK8179  HISTORY     - 20090825 GOOD             MNDT
 DK8179
 DK8179                          STATION DESCRIPTION
 DK8179
 DK8179'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8179'THE MARK IS 1.0 MI (1.6 KM) WEST OF EFFIE, 0.80 MI (1.3 KM) WEST ALONG
 DK8179'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8179'38 IN EFFIE TO TRUNK HIGHWAY MILE POINT 185.90, THENCE 0.05 MI (0.1
 DK8179'KM) SOUTH ON COUNTY ROAD 236, 27.5 FT (8.4 M) WEST OF COUNTY ROAD 236,
 DK8179'12.6 FT (3.8 M) SOUTHEAST OF POWER POLE, 2.4 FT (0.7 M) EAST OF
 DK8179'NORTH/SOUTH FENCE, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 DK8179
 DK8179                          STATION RECOVERY (2009)
 DK8179
 DK8179'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MBP)
 DK8179'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8179'THE MARK IS 1.0 MILE WEST OF EFFIE, 0.8 MILE WEST ALONG TRUNK HIGHWAY
 DK8179'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN EFFIE TO
 DK8179'TRUNK HIGHWAY MILEPOINT 185.85, THEN 0.05 MILE SOUTH ON COUNTY ROAD
 DK8179'236, 27.5 FEET WEST OF COUNTY ROAD 236, 12.6 FEET SOUTHEAST OF POWER
 DK8179'POLE, 2.4 FEET EAST OF NORTH/SOUTH FENCE, 2.4 FEET EAST OF WITNESS
 DK8179'POST.
 DK8179
 DK8179                          STATION RECOVERY (2009)
 DK8179
 DK8179'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK8179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8180 ***********************************************************************
 DK8180  DESIGNATION -  3101 L
 DK8180  PID         -  DK8180
 DK8180  STATE/COUNTY-  MN/ITASCA
 DK8180  COUNTRY     -  US
 DK8180  USGS QUAD   -  EFFIE SE (1971)
 DK8180
 DK8180                         *CURRENT SURVEY CONTROL
 DK8180  ______________________________________________________________________
 DK8180* NAD 83(2007) POSITION- 47 50 24.91528(N) 093 37 03.01333(W)   ADJUSTED  
 DK8180* NAD 83(2007) ELLIP HT-   393.349 (meters)        (06/13/11)   ADJUSTED
 DK8180* NAD 83(2007) EPOCH   -  2002.00
 DK8180* NAVD 88 ORTHO HEIGHT -   422.634  (meters)    1386.59  (feet) ADJUSTED  
 DK8180  ______________________________________________________________________
 DK8180  NAD 83(2007) X  -   -270,626.624 (meters)                     COMP
 DK8180  NAD 83(2007) Y  - -4,280,618.760 (meters)                     COMP
 DK8180  NAD 83(2007) Z  -  4,705,264.471 (meters)                     COMP
 DK8180  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 DK8180  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DK8180  DYNAMIC HEIGHT  -        422.697 (meters)     1386.80  (feet) COMP
 DK8180  MODELED GRAVITY -    980,747.3   (mgal)                       NAVD 88
 DK8180
 DK8180  HORZ ORDER      -  FIRST
 DK8180  VERT ORDER      -  SECOND    CLASS I
 DK8180  ELLP ORDER      -  FOURTH    CLASS I
 DK8180
 DK8180.The horizontal coordinates were established by GPS observations
 DK8180.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8180
 DK8180.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8180.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8180
 DK8180.The horizontal coordinates are valid at the epoch date displayed above
 DK8180.which is a decimal equivalence of Year/Month/Day.
 DK8180
 DK8180.The orthometric height was determined by differential leveling and
 DK8180.adjusted in April 2009.
 DK8180
 DK8180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8180
 DK8180.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8180
 DK8180.The ellipsoidal height was determined by GPS observations
 DK8180.and is referenced to NAD 83.
 DK8180
 DK8180.The dynamic height is computed by dividing the NAVD 88
 DK8180.geopotential number by the normal gravity value computed on the
 DK8180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8180.degrees latitude (g = 980.6199 gals.).
 DK8180
 DK8180.The modeled gravity was interpolated from observed gravity values.
 DK8180
 DK8180. The following values were computed from the NAD 83(2007) position.
 DK8180
 DK8180;                    North         East     Units Scale Factor Converg.
 DK8180;SPC MN N     -   249,130.127   761,266.085   MT  0.99990282   -0 23 00.9
 DK8180;SPC MN N     -   817,354.42  2,497,587.15   sFT  0.99990282   -0 23 00.9
 DK8180;UTM  15      - 5,298,729.966   453,795.064   MT  0.99962623   -0 27 27.9
 DK8180
 DK8180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8180!SPC MN N     -   0.99993835  x   0.99990282  =   0.99984118
 DK8180!UTM  15      -   0.99993835  x   0.99962623  =   0.99956461
 DK8180
 DK8180                          SUPERSEDED SURVEY CONTROL
 DK8180
 DK8180  NAVD 88 (06/13/11)  422.63   (m)         1386.6    (f) LEVELING    3  
 DK8180
 DK8180.Superseded values are not recommended for survey control.
 DK8180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8180.See file dsdata.txt to determine how the superseded data were derived.
 DK8180
 DK8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5379598729(NAD 83)
 DK8180
 DK8180_MARKER: DD = SURVEY DISK
 DK8180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8180_STAMPING: 3101 L 2005
 DK8180_MARK LOGO: MNDT  
 DK8180_PROJECTION: RECESSED 10 CENTIMETERS
 DK8180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8180+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DK8180_ROD/PIPE-DEPTH:  6.1 meters
 DK8180
 DK8180  HISTORY     - Date     Condition        Report By
 DK8180  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8180  HISTORY     - 20091019 GOOD             MNDT
 DK8180  HISTORY     - 20091019 GOOD             MNDT
 DK8180
 DK8180                          STATION DESCRIPTION
 DK8180
 DK8180'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8180'THE MARK IS 1.0 MI (1.6 KM) EAST OF EFFIE, 1.20 MI (1.9 KM) EAST ALONG
 DK8180'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8180'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 187.90, 75.0 FT (22.9 M)
 DK8180'NORTH OF TRUNK HIGHWAY 1, 33.7 FT (10.3 M) WEST OF COUNTY ROAD 224,
 DK8180'4.0 FT (1.2 M) SOUTH OF A FENCE CORNER, 3.6 FT (1.1 M) SOUTH OF A
 DK8180'WITNESS POST.
 DK8180
 DK8180                          STATION RECOVERY (2009)
 DK8180
 DK8180'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8180'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8180'THE MARK IS 1.0 MILE EAST OF EFFIE, 1.2 MILES EAST ALONG TRUNK HIGHWAY
 DK8180'1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN EFFIE, AT
 DK8180'TRUNK HIGHWAY 1 MILEPOINT 187.90, 75.0 FEET NORTH OF TRUNK HIGHWAY 1,
 DK8180'33.7 FEET WEST OF COUNTY ROAD 224, 4.0 FEET SOUTH OF FENCE CORNER, 3.6
 DK8180'FEET SOUTH OF WITNESS POST.
 DK8180
 DK8180                          STATION RECOVERY (2009)
 DK8180
 DK8180'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8180'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8181 ***********************************************************************
 DK8181  DESIGNATION -  3101 M
 DK8181  PID         -  DK8181
 DK8181  STATE/COUNTY-  MN/ITASCA
 DK8181  COUNTRY     -  US
 DK8181  USGS QUAD   -  EFFIE SE (1971)
 DK8181
 DK8181                         *CURRENT SURVEY CONTROL
 DK8181  ______________________________________________________________________
 DK8181* NAD 83(2007) POSITION- 47 50 24.74335(N) 093 35 43.21206(W)   ADJUSTED  
 DK8181* NAD 83(2007) ELLIP HT-   386.652 (meters)        (06/13/11)   ADJUSTED
 DK8181* NAD 83(2007) EPOCH   -  2002.00
 DK8181* NAVD 88 ORTHO HEIGHT -   415.966  (meters)    1364.72  (feet) ADJUSTED  
 DK8181  ______________________________________________________________________
 DK8181  NAD 83(2007) X  -   -268,970.451 (meters)                     COMP
 DK8181  NAD 83(2007) Y  - -4,280,722.585 (meters)                     COMP
 DK8181  NAD 83(2007) Z  -  4,705,255.943 (meters)                     COMP
 DK8181  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DK8181  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 DK8181  DYNAMIC HEIGHT  -        416.029 (meters)     1364.92  (feet) COMP
 DK8181  MODELED GRAVITY -    980,750.6   (mgal)                       NAVD 88
 DK8181
 DK8181  HORZ ORDER      -  FIRST
 DK8181  VERT ORDER      -  SECOND    CLASS I
 DK8181  ELLP ORDER      -  FOURTH    CLASS I
 DK8181
 DK8181.The horizontal coordinates were established by GPS observations
 DK8181.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8181
 DK8181.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8181.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8181
 DK8181.The horizontal coordinates are valid at the epoch date displayed above
 DK8181.which is a decimal equivalence of Year/Month/Day.
 DK8181
 DK8181.The orthometric height was determined by differential leveling and
 DK8181.adjusted in April 2009.
 DK8181
 DK8181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8181
 DK8181.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8181
 DK8181.The ellipsoidal height was determined by GPS observations
 DK8181.and is referenced to NAD 83.
 DK8181
 DK8181.The dynamic height is computed by dividing the NAVD 88
 DK8181.geopotential number by the normal gravity value computed on the
 DK8181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8181.degrees latitude (g = 980.6199 gals.).
 DK8181
 DK8181.The modeled gravity was interpolated from observed gravity values.
 DK8181
 DK8181. The following values were computed from the NAD 83(2007) position.
 DK8181
 DK8181;                    North         East     Units Scale Factor Converg.
 DK8181;SPC MN N     -   249,113.948   762,925.177   MT  0.99990282   -0 22 01.8
 DK8181;SPC MN N     -   817,301.34  2,503,030.35   sFT  0.99990282   -0 22 01.8
 DK8181;UTM  15      - 5,298,711.645   455,453.672   MT  0.99962438   -0 26 28.7
 DK8181
 DK8181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8181!SPC MN N     -   0.99993940  x   0.99990282  =   0.99984223
 DK8181!UTM  15      -   0.99993940  x   0.99962438  =   0.99956380
 DK8181
 DK8181                          SUPERSEDED SURVEY CONTROL
 DK8181
 DK8181  NAVD 88 (06/13/11)  415.97   (m)         1364.7    (f) LEVELING    3  
 DK8181
 DK8181.Superseded values are not recommended for survey control.
 DK8181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8181.See file dsdata.txt to determine how the superseded data were derived.
 DK8181
 DK8181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5545398711(NAD 83)
 DK8181
 DK8181_MARKER: DD = SURVEY DISK
 DK8181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8181_STAMPING: 3101 M 2005
 DK8181_MARK LOGO: MNDT  
 DK8181_PROJECTION: RECESSED 8 CENTIMETERS
 DK8181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8181+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DK8181_ROD/PIPE-DEPTH:  4.6 meters
 DK8181
 DK8181  HISTORY     - Date     Condition        Report By
 DK8181  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8181  HISTORY     - 20091019 GOOD             MNDT
 DK8181  HISTORY     - 20091019 GOOD             MNDT
 DK8181
 DK8181                          STATION DESCRIPTION
 DK8181
 DK8181'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8181'THE MARK IS 2.0 MI (3.2 KM) EAST OF EFFIE, 2.20 MI (3.5 KM) EAST ALONG
 DK8181'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8181'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 188.90, 137.3 FT (41.8 M)
 DK8181'EAST OF COUNTY ROAD 228, 55.5 FT (16.9 M) NORTH OF TRUNK HIGHWAY 1,
 DK8181'2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DK8181
 DK8181                          STATION RECOVERY (2009)
 DK8181
 DK8181'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8181'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8181'THE MARK IS 2.0 MILES EAST OF EFFIE, 2.2 MILES EAST ALONG TRUNK
 DK8181'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8181'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 188.90, 137.3 FEET EAST OF COUNTY
 DK8181'ROAD 228, 55.5 FEET NORTH OF TRUNK HIGHWAY 1, 2.0 FEET SOUTH OF
 DK8181'WITNESS POST.
 DK8181
 DK8181                          STATION RECOVERY (2009)
 DK8181
 DK8181'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8181'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8182 ***********************************************************************
 DK8182  DESIGNATION -  3101 N
 DK8182  PID         -  DK8182
 DK8182  STATE/COUNTY-  MN/ITASCA
 DK8182  COUNTRY     -  US
 DK8182  USGS QUAD   -  EFFIE SE (1971)
 DK8182
 DK8182                         *CURRENT SURVEY CONTROL
 DK8182  ______________________________________________________________________
 DK8182* NAD 83(2007) POSITION- 47 50 24.81633(N) 093 34 25.78706(W)   ADJUSTED  
 DK8182* NAD 83(2007) ELLIP HT-   382.154 (meters)        (06/13/11)   ADJUSTED
 DK8182* NAD 83(2007) EPOCH   -  2002.00
 DK8182* NAVD 88 ORTHO HEIGHT -   411.486  (meters)    1350.02  (feet) ADJUSTED  
 DK8182  ______________________________________________________________________
 DK8182  NAD 83(2007) X  -   -267,363.298 (meters)                     COMP
 DK8182  NAD 83(2007) Y  - -4,280,818.565 (meters)                     COMP
 DK8182  NAD 83(2007) Z  -  4,705,254.121 (meters)                     COMP
 DK8182  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC09
 DK8182  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 DK8182  DYNAMIC HEIGHT  -        411.549 (meters)     1350.22  (feet) COMP
 DK8182  MODELED GRAVITY -    980,752.7   (mgal)                       NAVD 88
 DK8182
 DK8182  HORZ ORDER      -  FIRST
 DK8182  VERT ORDER      -  SECOND    CLASS I
 DK8182  ELLP ORDER      -  FOURTH    CLASS I
 DK8182
 DK8182.The horizontal coordinates were established by GPS observations
 DK8182.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8182
 DK8182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8182.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8182
 DK8182.The horizontal coordinates are valid at the epoch date displayed above
 DK8182.which is a decimal equivalence of Year/Month/Day.
 DK8182
 DK8182.The orthometric height was determined by differential leveling and
 DK8182.adjusted in April 2009.
 DK8182
 DK8182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8182
 DK8182.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8182
 DK8182.The ellipsoidal height was determined by GPS observations
 DK8182.and is referenced to NAD 83.
 DK8182
 DK8182.The dynamic height is computed by dividing the NAVD 88
 DK8182.geopotential number by the normal gravity value computed on the
 DK8182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8182.degrees latitude (g = 980.6199 gals.).
 DK8182
 DK8182.The modeled gravity was interpolated from observed gravity values.
 DK8182
 DK8182. The following values were computed from the NAD 83(2007) position.
 DK8182
 DK8182;                    North         East     Units Scale Factor Converg.
 DK8182;SPC MN N     -   249,106.110   764,534.916   MT  0.99990282   -0 21 04.4
 DK8182;SPC MN N     -   817,275.63  2,508,311.64   sFT  0.99990282   -0 21 04.4
 DK8182;UTM  15      - 5,298,701.726   457,062.950   MT  0.99962265   -0 25 31.3
 DK8182
 DK8182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8182!SPC MN N     -   0.99994011  x   0.99990282  =   0.99984293
 DK8182!UTM  15      -   0.99994011  x   0.99962265  =   0.99956278
 DK8182
 DK8182|---------------------------------------------------------------------|
 DK8182| PID    Reference Object                     Distance      Geod. Az  |
 DK8182|                                                           dddmmss.s |
 DK8182| DM8336 ULDO                                 97.875 METERS 25337     |
 DK8182|---------------------------------------------------------------------|
 DK8182
 DK8182                          SUPERSEDED SURVEY CONTROL
 DK8182
 DK8182  NAVD 88 (06/13/11)  411.49   (m)         1350.0    (f) LEVELING    3  
 DK8182
 DK8182.Superseded values are not recommended for survey control.
 DK8182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8182.See file dsdata.txt to determine how the superseded data were derived.
 DK8182
 DK8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5706298701(NAD 83)
 DK8182
 DK8182_MARKER: DD = SURVEY DISK
 DK8182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8182_STAMPING: 3101 N 2005
 DK8182_MARK LOGO: MNDT  
 DK8182_PROJECTION: RECESSED 8 CENTIMETERS
 DK8182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8182+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DK8182_ROD/PIPE-DEPTH:  6.1 meters
 DK8182
 DK8182  HISTORY     - Date     Condition        Report By
 DK8182  HISTORY     - 20050720 MONUMENTED       MNDT
 DK8182  HISTORY     - 20091019 GOOD             MNDT
 DK8182  HISTORY     - 20091019 GOOD             MNDT
 DK8182
 DK8182                          STATION DESCRIPTION
 DK8182
 DK8182'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8182'THE MARK IS 3.0 MI (4.8 KM) EAST OF EFFIE, 3.2 MI (5.1 KM) EAST ALONG
 DK8182'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8182'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 189.85, 70.2 FT (21.4 M)
 DK8182'NORTH OF TRUNK HIGHWAY 1, 30.2 FT (9.2 M) EAST OF DRIVEWAY, 12.9 FT
 DK8182'(3.9 M) EAST OF POWER POLE, 2.0 FT (0.6 M) SOUTH OF A WITNESS POST.
 DK8182
 DK8182                          STATION RECOVERY (2009)
 DK8182
 DK8182'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8182'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8182'THE MARK IS 3.0 MILES EAST OF EFFIE, 3.2 MILES EAST ALONG TRUNK
 DK8182'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8182'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 189.85, 70.2 FEET NORTH OF TRUNK
 DK8182'HIGHWAY 1, 30.2 FEET EAST OF DRIVEWAY, 12.9 FEET EAST OF POWER POLE,
 DK8182'2.0 FEET SOUTH OF WITNESS POST.
 DK8182
 DK8182                          STATION RECOVERY (2009)
 DK8182
 DK8182'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8182'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8183 ***********************************************************************
 DK8183  DESIGNATION -  3101 P
 DK8183  PID         -  DK8183
 DK8183  STATE/COUNTY-  MN/ITASCA
 DK8183  COUNTRY     -  US
 DK8183  USGS QUAD   -  EFFIE SE (1971)
 DK8183
 DK8183                         *CURRENT SURVEY CONTROL
 DK8183  ______________________________________________________________________
 DK8183* NAD 83(2007) POSITION- 47 50 23.58906(N) 093 33 10.79038(W)   ADJUSTED  
 DK8183* NAD 83(2007) ELLIP HT-   379.789 (meters)        (06/13/11)   ADJUSTED
 DK8183* NAD 83(2007) EPOCH   -  2002.00
 DK8183* NAVD 88 ORTHO HEIGHT -   409.140  (meters)    1342.32  (feet) ADJUSTED  
 DK8183  ______________________________________________________________________
 DK8183  NAD 83(2007) X  -   -265,808.442 (meters)                     COMP
 DK8183  NAD 83(2007) Y  - -4,280,941.955 (meters)                     COMP
 DK8183  NAD 83(2007) Z  -  4,705,226.925 (meters)                     COMP
 DK8183  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC09
 DK8183  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DK8183  DYNAMIC HEIGHT  -        409.204 (meters)     1342.53  (feet) COMP
 DK8183  MODELED GRAVITY -    980,754.2   (mgal)                       NAVD 88
 DK8183
 DK8183  HORZ ORDER      -  FIRST
 DK8183  VERT ORDER      -  SECOND    CLASS I
 DK8183  ELLP ORDER      -  FOURTH    CLASS I
 DK8183
 DK8183.The horizontal coordinates were established by GPS observations
 DK8183.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8183
 DK8183.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8183.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8183
 DK8183.The horizontal coordinates are valid at the epoch date displayed above
 DK8183.which is a decimal equivalence of Year/Month/Day.
 DK8183
 DK8183.The orthometric height was determined by differential leveling and
 DK8183.adjusted in April 2009.
 DK8183
 DK8183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8183
 DK8183.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8183
 DK8183.The ellipsoidal height was determined by GPS observations
 DK8183.and is referenced to NAD 83.
 DK8183
 DK8183.The dynamic height is computed by dividing the NAVD 88
 DK8183.geopotential number by the normal gravity value computed on the
 DK8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8183.degrees latitude (g = 980.6199 gals.).
 DK8183
 DK8183.The modeled gravity was interpolated from observed gravity values.
 DK8183
 DK8183. The following values were computed from the NAD 83(2007) position.
 DK8183
 DK8183;                    North         East     Units Scale Factor Converg.
 DK8183;SPC MN N     -   249,058.862   766,093.934   MT  0.99990282   -0 20 08.8
 DK8183;SPC MN N     -   817,120.62  2,513,426.52   sFT  0.99990282   -0 20 08.8
 DK8183;UTM  15      - 5,298,652.474   458,621.468   MT  0.99962104   -0 24 35.7
 DK8183
 DK8183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8183!SPC MN N     -   0.99994048  x   0.99990282  =   0.99984330
 DK8183!UTM  15      -   0.99994048  x   0.99962104  =   0.99956154
 DK8183
 DK8183                          SUPERSEDED SURVEY CONTROL
 DK8183
 DK8183  NAVD 88 (06/13/11)  409.14   (m)         1342.3    (f) LEVELING    3  
 DK8183
 DK8183.Superseded values are not recommended for survey control.
 DK8183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8183.See file dsdata.txt to determine how the superseded data were derived.
 DK8183
 DK8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5862198652(NAD 83)
 DK8183
 DK8183_MARKER: DD = SURVEY DISK
 DK8183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8183_STAMPING: 3101 P 2005
 DK8183_MARK LOGO: MNDT  
 DK8183_PROJECTION: RECESSED 5 CENTIMETERS
 DK8183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8183+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DK8183_ROD/PIPE-DEPTH:  3.0 meters
 DK8183
 DK8183  HISTORY     - Date     Condition        Report By
 DK8183  HISTORY     - 20050721 MONUMENTED       MNDT
 DK8183  HISTORY     - 20091019 GOOD             MNDT
 DK8183  HISTORY     - 20091019 GOOD             MNDT
 DK8183
 DK8183                          STATION DESCRIPTION
 DK8183
 DK8183'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8183'THE MARK IS 4.0 MI (6.4 KM) EAST OF EFFIE, 4.25 MI (6.8 KM) EAST ALONG
 DK8183'TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DK8183'38 IN EFFIE, AT TRUNK HIGHWAY 1 MILE POINT 190.90, 65.7 FT (20.0 M)
 DK8183'SOUTH OF TRUNK HIGHWAY 1, 21.3 FT (6.5 M) WEST OF DIM ROAD SOUTH, 2.0
 DK8183'FT (0.6 M) EAST OF A WITNESS POST.
 DK8183
 DK8183                          STATION RECOVERY (2009)
 DK8183
 DK8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8183'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8183'THE MARK IS 4.0 MILES EAST OF EFFIE, 4.25 MILES EAST ALONG TRUNK
 DK8183'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8183'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 190.90, 65.7 FEET SOUTH OF TRUNK
 DK8183'HIGHWAY 1, 21.3 FEET WEST OF DIM ROAD SOUTH, 2.0 FEET EAST OF WITNESS
 DK8183'POST.
 DK8183
 DK8183                          STATION RECOVERY (2009)
 DK8183
 DK8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8183'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8184 ***********************************************************************
 DK8184  DESIGNATION -  3101 Q
 DK8184  PID         -  DK8184
 DK8184  STATE/COUNTY-  MN/ITASCA
 DK8184  COUNTRY     -  US
 DK8184  USGS QUAD   -  EFFIE SE (1971)
 DK8184
 DK8184                         *CURRENT SURVEY CONTROL
 DK8184  ______________________________________________________________________
 DK8184* NAD 83(2007) POSITION- 47 50 24.73289(N) 093 31 48.97407(W)   ADJUSTED  
 DK8184* NAD 83(2007) ELLIP HT-   376.903 (meters)        (06/13/11)   ADJUSTED
 DK8184* NAD 83(2007) EPOCH   -  2002.00
 DK8184* NAVD 88 ORTHO HEIGHT -   406.278  (meters)    1332.93  (feet) ADJUSTED  
 DK8184  ______________________________________________________________________
 DK8184  NAD 83(2007) X  -   -264,108.625 (meters)                     COMP
 DK8184  NAD 83(2007) Y  - -4,281,018.980 (meters)                     COMP
 DK8184  NAD 83(2007) Z  -  4,705,248.499 (meters)                     COMP
 DK8184  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC09
 DK8184  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 DK8184  DYNAMIC HEIGHT  -        406.341 (meters)     1333.14  (feet) COMP
 DK8184  MODELED GRAVITY -    980,755.6   (mgal)                       NAVD 88
 DK8184
 DK8184  HORZ ORDER      -  FIRST
 DK8184  VERT ORDER      -  SECOND    CLASS I
 DK8184  ELLP ORDER      -  FOURTH    CLASS I
 DK8184
 DK8184.The horizontal coordinates were established by GPS observations
 DK8184.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK8184
 DK8184.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK8184.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK8184
 DK8184.The horizontal coordinates are valid at the epoch date displayed above
 DK8184.which is a decimal equivalence of Year/Month/Day.
 DK8184
 DK8184.The orthometric height was determined by differential leveling and
 DK8184.adjusted in April 2009.
 DK8184
 DK8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK8184
 DK8184.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK8184
 DK8184.The ellipsoidal height was determined by GPS observations
 DK8184.and is referenced to NAD 83.
 DK8184
 DK8184.The dynamic height is computed by dividing the NAVD 88
 DK8184.geopotential number by the normal gravity value computed on the
 DK8184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8184.degrees latitude (g = 980.6199 gals.).
 DK8184
 DK8184.The modeled gravity was interpolated from observed gravity values.
 DK8184
 DK8184. The following values were computed from the NAD 83(2007) position.
 DK8184
 DK8184;                    North         East     Units Scale Factor Converg.
 DK8184;SPC MN N     -   249,084.467   767,795.171   MT  0.99990282   -0 19 08.1
 DK8184;SPC MN N     -   817,204.62  2,519,007.99   sFT  0.99990282   -0 19 08.1
 DK8184;UTM  15      - 5,298,675.870   460,322.256   MT  0.99961934   -0 23 35.1
 DK8184
 DK8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK8184!SPC MN N     -   0.99994093  x   0.99990282  =   0.99984376
 DK8184!UTM  15      -   0.99994093  x   0.99961934  =   0.99956029
 DK8184
 DK8184                          SUPERSEDED SURVEY CONTROL
 DK8184
 DK8184  NAVD 88 (06/13/11)  406.28   (m)         1332.9    (f) LEVELING    3  
 DK8184
 DK8184.Superseded values are not recommended for survey control.
 DK8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK8184.See file dsdata.txt to determine how the superseded data were derived.
 DK8184
 DK8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6032298675(NAD 83)
 DK8184
 DK8184_MARKER: DD = SURVEY DISK
 DK8184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8184_STAMPING: 3101 Q 2005
 DK8184_MARK LOGO: MNDT  
 DK8184_PROJECTION: FLUSH
 DK8184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8184+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DK8184_ROD/PIPE-DEPTH:  4.6 meters
 DK8184
 DK8184  HISTORY     - Date     Condition        Report By
 DK8184  HISTORY     - 20050721 MONUMENTED       MNDT
 DK8184  HISTORY     - 20091019 GOOD             MNDT
 DK8184  HISTORY     - 20091019 GOOD             MNDT
 DK8184
 DK8184                          STATION DESCRIPTION
 DK8184
 DK8184'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8184'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTHEAST OF BIGFORK,
 DK8184'5.8 MI (9.3 KM) SOUTHEAST OF CRAIGVILLE AND 5.2 MI (8.4 KM) EAST OF
 DK8184'EFFIE, 5.25 MI (8.4 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DK8184'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN EFFIE, AT TRUNK HIGHWAY 1
 DK8184'MILE POINT 191.90, 46.5 FT (14.2 M) NORTH OF TRUNK HIGHWAY 1, 17.3 FT
 DK8184'(5.3 M) WEST OF ENTRANCE, 267.5 FT (81.5 M) EAST OF COUNTY ROAD 40,
 DK8184'2.0 FT (0.6 M) EAST OF A WITNESS POST.
 DK8184
 DK8184                          STATION RECOVERY (2009)
 DK8184
 DK8184'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8184'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK8184'THE MARK IS 5.0 MILES EAST OF EFFIE, 5.25 MILES EAST ALONG TRUNK
 DK8184'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8184'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 191.90, 267.5 FEET EAST OF COUNTY
 DK8184'ROAD 40, 46.5 FEET NORTH OF TRUNK HIGHWAY 1, 17.3 FEET WEST OF
 DK8184'ENTRANCE, 2.0 FEET EAST OF WITNESS POST.
 DK8184
 DK8184                          STATION RECOVERY (2009)
 DK8184
 DK8184'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8184'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8185 ***********************************************************************
 DK8185  DESIGNATION -  3101 Q 1
 DK8185  PID         -  DK8185
 DK8185  STATE/COUNTY-  MN/ITASCA
 DK8185  COUNTRY     -  US
 DK8185  USGS QUAD   -  EFFIE SE (1971)
 DK8185
 DK8185                         *CURRENT SURVEY CONTROL
 DK8185  ______________________________________________________________________
 DK8185* NAD 83(1986) POSITION- 47 51 16.25   (N) 093 31 52.79   (W)   HD_HELD1  
 DK8185* NAVD 88 ORTHO HEIGHT -   394.184  (meters)    1293.25  (feet) ADJUSTED  
 DK8185  ______________________________________________________________________
 DK8185  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 DK8185  DYNAMIC HEIGHT  -        394.246 (meters)     1293.46  (feet) COMP
 DK8185  MODELED GRAVITY -    980,756.7   (mgal)                       NAVD 88
 DK8185
 DK8185  VERT ORDER      -  SECOND    CLASS I
 DK8185
 DK8185.The horizontal coordinates were established by differentially corrected
 DK8185.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8185.
 DK8185.The orthometric height was determined by differential leveling and
 DK8185.adjusted in April 2009.
 DK8185
 DK8185.No vertical observational check was made to the station.
 DK8185
 DK8185.The dynamic height is computed by dividing the NAVD 88
 DK8185.geopotential number by the normal gravity value computed on the
 DK8185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8185.degrees latitude (g = 980.6199 gals.).
 DK8185
 DK8185.The modeled gravity was interpolated from observed gravity values.
 DK8185
 DK8185;                    North         East    Units  Estimated Accuracy
 DK8185;SPC MN N     -   250,675.9     767,724.7     MT  (+/- 3 meters HH1 GPS) 
 DK8185
 DK8185                          SUPERSEDED SURVEY CONTROL
 DK8185
 DK8185.No superseded survey control is available for this station.
 DK8185
 DK8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP6025300266(NAD 83)
 DK8185
 DK8185_MARKER: DB = BENCH MARK DISK
 DK8185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK8185_SP_SET: BRIDGE ABUTMENT
 DK8185_STAMPING: 3101 Q 1 2005
 DK8185_MARK LOGO: MNHD  
 DK8185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8185+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK8185
 DK8185  HISTORY     - Date     Condition        Report By
 DK8185  HISTORY     - 1979     MONUMENTED       MNDT
 DK8185  HISTORY     - 20050622 GOOD             MNDT
 DK8185
 DK8185                          STATION DESCRIPTION
 DK8185
 DK8185'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK8185'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHEAST OF BIGFORK,
 DK8185'5.3 MI (8.5 KM) EAST OF EFFIE AND 5.1 MI (8.2 KM) SOUTHEAST OF
 DK8185'CRAIGVILLE, 5.20 MI (8.4 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE
 DK8185'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN EFFIE TO TRUNK
 DK8185'HIGHWAY 1 MILE POINT 191.85, THENCE 0.95 MI (1.5 KM) NORTH ON COUNTY
 DK8185'ROAD 40, IN SOUTHEAST CORNER OF COUNTY ROAD 40 BRIDGE OVER BIG FALLS
 DK8185'RIVER, 24.0 FT (7.3 M) EAST OF COUNTY ROAD 40.  THE DISK WAS SET IN
 DK8185'BRIDGE WHEN IT WAS BUILT BACK IN 1979 THEN SUBSEQUENTLY STAMPED WHEN
 DK8185'THE MARK WAS LEVELED TO IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8186 ***********************************************************************
 DK8186  DESIGNATION -  3101 Q 2
 DK8186  PID         -  DK8186
 DK8186  STATE/COUNTY-  MN/ITASCA
 DK8186  COUNTRY     -  US
 DK8186  USGS QUAD   -  CRAIGVILLE (1971)
 DK8186
 DK8186                         *CURRENT SURVEY CONTROL
 DK8186  ______________________________________________________________________
 DK8186* NAD 83(1986) POSITION- 47 52 34.34   (N) 093 30 30.03   (W)   HD_HELD1  
 DK8186* NAVD 88 ORTHO HEIGHT -   408.072  (meters)    1338.82  (feet) ADJUSTED  
 DK8186  ______________________________________________________________________
 DK8186  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 DK8186  DYNAMIC HEIGHT  -        408.137 (meters)     1339.03  (feet) COMP
 DK8186  MODELED GRAVITY -    980,759.6   (mgal)                       NAVD 88
 DK8186
 DK8186  VERT ORDER      -  SECOND    CLASS I
 DK8186
 DK8186.The horizontal coordinates were established by differentially corrected
 DK8186.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8186.
 DK8186.The orthometric height was determined by differential leveling and
 DK8186.adjusted in April 2009.
 DK8186
 DK8186.No vertical observational check was made to the station.
 DK8186
 DK8186.The dynamic height is computed by dividing the NAVD 88
 DK8186.geopotential number by the normal gravity value computed on the
 DK8186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8186.degrees latitude (g = 980.6199 gals.).
 DK8186
 DK8186.The modeled gravity was interpolated from observed gravity values.
 DK8186
 DK8186;                    North         East    Units  Estimated Accuracy
 DK8186;SPC MN N     -   253,078.1     769,457.6     MT  (+/- 3 meters HH1 GPS) 
 DK8186
 DK8186                          SUPERSEDED SURVEY CONTROL
 DK8186
 DK8186.No superseded survey control is available for this station.
 DK8186
 DK8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP6198902666(NAD 83)
 DK8186
 DK8186_MARKER: DD = SURVEY DISK
 DK8186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8186_STAMPING: 3101 Q 2 2005
 DK8186_MARK LOGO: MNDT  
 DK8186_PROJECTION: RECESSED 10 CENTIMETERS
 DK8186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8186+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK8186_ROD/PIPE-DEPTH:  7.6 meters
 DK8186
 DK8186  HISTORY     - Date     Condition        Report By
 DK8186  HISTORY     - 20050622 MONUMENTED       MNDT
 DK8186
 DK8186                          STATION DESCRIPTION
 DK8186
 DK8186'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8186'THE STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) NORTHEAST OF BIGFORK,
 DK8186'6.7 MI (10.8 KM) EAST-NORTHEAST OF EFFIE AND 5.2 MI (8.4 KM)
 DK8186'EAST-SOUTHEAST OF CRAIGVILLE, 5.20 MI (8.4 KM) EAST ALONG TRUNK
 DK8186'HIGHWAY 1 F ROMAN JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DK8186'EFFIE TO TRUNK HIGHWAY 1 MILE POINT 191.85, THENCE 4.55 MI (7.3 KM)
 DK8186'NORTHERLY ON COUNTY ROAD 90, OPPOSITE SOUTHEAST SHORE OF ROUND LAKE,
 DK8186'29.9 FT (9.1 M) EAST OF COUNTY ROAD 40, 21.9 FT (6.7 M) NORTH OF DIM
 DK8186'TRAIL EAST, 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8187 ***********************************************************************
 DK8187  DESIGNATION -  3101 Q 3
 DK8187  PID         -  DK8187
 DK8187  STATE/COUNTY-  MN/ITASCA
 DK8187  COUNTRY     -  US
 DK8187  USGS QUAD   -  CRAIGVILLE (1971)
 DK8187
 DK8187                         *CURRENT SURVEY CONTROL
 DK8187  ______________________________________________________________________
 DK8187* NAD 83(1986) POSITION- 47 53 02.34   (N) 093 30 36.66   (W)   HD_HELD1  
 DK8187* NAVD 88 ORTHO HEIGHT -   413.192  (meters)    1355.61  (feet) ADJUSTED  
 DK8187  ______________________________________________________________________
 DK8187  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 DK8187  DYNAMIC HEIGHT  -        413.259 (meters)     1355.83  (feet) COMP
 DK8187  MODELED GRAVITY -    980,760.0   (mgal)                       NAVD 88
 DK8187
 DK8187  VERT ORDER      -  SECOND    CLASS I
 DK8187
 DK8187.The horizontal coordinates were established by differentially corrected
 DK8187.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8187.
 DK8187.The orthometric height was determined by differential leveling and
 DK8187.adjusted in April 2009.
 DK8187
 DK8187.No vertical observational check was made to the station.
 DK8187
 DK8187.The dynamic height is computed by dividing the NAVD 88
 DK8187.geopotential number by the normal gravity value computed on the
 DK8187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8187.degrees latitude (g = 980.6199 gals.).
 DK8187
 DK8187.The modeled gravity was interpolated from observed gravity values.
 DK8187
 DK8187;                    North         East    Units  Estimated Accuracy
 DK8187;SPC MN N     -   253,943.5     769,324.5     MT  (+/- 3 meters HH1 GPS) 
 DK8187
 DK8187                          SUPERSEDED SURVEY CONTROL
 DK8187
 DK8187.No superseded survey control is available for this station.
 DK8187
 DK8187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP6185703531(NAD 83)
 DK8187
 DK8187_MARKER: DD = SURVEY DISK
 DK8187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8187_STAMPING: 3101 Q 3 2005
 DK8187_MARK LOGO: MNDT  
 DK8187_PROJECTION: RECESSED 8 CENTIMETERS
 DK8187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8187+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK8187_ROD/PIPE-DEPTH:  7.6 meters
 DK8187
 DK8187  HISTORY     - Date     Condition        Report By
 DK8187  HISTORY     - 20050622 MONUMENTED       MNDT
 DK8187
 DK8187                          STATION DESCRIPTION
 DK8187
 DK8187'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8187'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTHEAST OF BIGFORK,
 DK8187'6.9 MI (11.1 KM) EAST-NORTHEAST OF EFFIE AND 4.9 MI (7.9 KM)
 DK8187'EAST-SOUTHEAST OF CRAIGVILLE, 3.15 MI (5.1 KM) NORTH ALONG COUNTY ROAD
 DK8187'5 FROM THE JUNCTION OF COUNTY ROAD 5 AND TRUNK HIGHWAY 1 AND 38 IN
 DK8187'EFFIE, THENCE 5.45 MI (8.8 KM) EAST ON COUNTY ROAD 45 EAST, 36.8 FT
 DK8187'(11.2 M) SOUTH OF COUNTY ROAD 525, 44.9 FT (13.7 M) EAST OF COUNTY
 DK8187'ROAD 40, 2.0 FT (0.6 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8188 ***********************************************************************
 DK8188  DESIGNATION -  3101 R
 DK8188  PID         -  DK8188
 DK8188  STATE/COUNTY-  MN/ITASCA
 DK8188  COUNTRY     -  US
 DK8188  USGS QUAD   -  EFFIE SE (1971)
 DK8188
 DK8188                         *CURRENT SURVEY CONTROL
 DK8188  ______________________________________________________________________
 DK8188* NAD 83(1986) POSITION- 47 50 25.32   (N) 093 30 10.90   (W)   HD_HELD1  
 DK8188* NAVD 88 ORTHO HEIGHT -   396.279  (meters)    1300.13  (feet) ADJUSTED  
 DK8188  ______________________________________________________________________
 DK8188  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 DK8188  DYNAMIC HEIGHT  -        396.341 (meters)     1300.33  (feet) COMP
 DK8188  MODELED GRAVITY -    980,756.9   (mgal)                       NAVD 88
 DK8188
 DK8188  VERT ORDER      -  SECOND    CLASS I
 DK8188
 DK8188.The horizontal coordinates were established by differentially corrected
 DK8188.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK8188.
 DK8188.The orthometric height was determined by differential leveling and
 DK8188.adjusted in April 2009.
 DK8188
 DK8188.The dynamic height is computed by dividing the NAVD 88
 DK8188.geopotential number by the normal gravity value computed on the
 DK8188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8188.degrees latitude (g = 980.6199 gals.).
 DK8188
 DK8188.The modeled gravity was interpolated from observed gravity values.
 DK8188
 DK8188;                    North         East    Units  Estimated Accuracy
 DK8188;SPC MN N     -   249,091.6     769,834.3     MT  (+/- 3 meters HH1 GPS) 
 DK8188
 DK8188                          SUPERSEDED SURVEY CONTROL
 DK8188
 DK8188.No superseded survey control is available for this station.
 DK8188
 DK8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6236098680(NAD 83)
 DK8188
 DK8188_MARKER: DV = VERTICAL CONTROL DISK
 DK8188_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK8188_SP_SET: BRIDGE ABUTMENT
 DK8188_STAMPING: 3101 R 2005
 DK8188_MARK LOGO: MNDT  
 DK8188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK8188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8188+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DK8188
 DK8188  HISTORY     - Date     Condition        Report By
 DK8188  HISTORY     - 19930401 MONUMENTED       MNDT
 DK8188  HISTORY     - 20050622 GOOD             MNDT
 DK8188  HISTORY     - 20091019 GOOD             MNDT
 DK8188
 DK8188                          STATION DESCRIPTION
 DK8188
 DK8188'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DK8188'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) NORTHEAST OF BIGFORK,
 DK8188'6.7 MI (10.8 KM) SOUTHEAST OF CRAIGVILLE AND 6.5 MI (10.5 KM) EAST OF
 DK8188'EFFIE, 6.45 MI (10.4 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DK8188'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN EFFIE, AT TRUNK HIGHWAY 1
 DK8188'MILE POINT 193.15, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE OVER
 DK8188'BIG FALLS RIVER, 21.0 FT (6.4 M) SOUTH OF TRUNK HIGHWAY 1.  THE DISK
 DK8188'WAS SET IN THE BRIDGE ABUTMENT WHEN THE BRIDGE WAS BUILT BACK IN 1993.
 DK8188'THE DISK WAS STAMPED WHEN LEVELED TO IN 2005.
 DK8188
 DK8188                          STATION RECOVERY (2009)
 DK8188
 DK8188'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DK8188'THE STATION IS LOCATED 6.5 MI (10.5 KM) EAST OF EFFIE.
 DK8188' 
 DK8188'TO REACH THE MARK GO 6.55 MI (10.5 KM) EAST ALONG TRUNK HIGHWAY 1 FROM
 DK8188'THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN EFFIE, AT
 DK8188'TRUNK HIGHWAY 1 MILE POINT 193.15.
 DK8188' 
 DK8188'IT'S IN SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE NUMBER 5762 OVER
 DK8188'BIG FALLS RIVER, 21.0 FT (6.4 M) SOUTH OF TRUNK HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1779 ***********************************************************************
 DI1779  DESIGNATION -  3101 S
 DI1779  PID         -  DI1779
 DI1779  STATE/COUNTY-  MN/ITASCA
 DI1779  COUNTRY     -  US
 DI1779  USGS QUAD   -  TOGO (1970)
 DI1779
 DI1779                         *CURRENT SURVEY CONTROL
 DI1779  ______________________________________________________________________
 DI1779* NAD 83(2007) POSITION- 47 50 05.49240(N) 093 07 31.44715(W)   ADJUSTED  
 DI1779* NAD 83(2007) ELLIP HT-   369.961 (meters)        (06/13/11)   ADJUSTED
 DI1779* NAD 83(2007) EPOCH   -  2002.00
 DI1779* NAVD 88 ORTHO HEIGHT -   399.963  (meters)    1312.21  (feet) ADJUSTED  
 DI1779  ______________________________________________________________________
 DI1779  NAD 83(2007) X  -   -233,875.125 (meters)                     COMP
 DI1779  NAD 83(2007) Y  - -4,283,213.553 (meters)                     COMP
 DI1779  NAD 83(2007) Z  -  4,704,844.449 (meters)                     COMP
 DI1779  LAPLACE CORR    -         -7.19  (seconds)                    DEFLEC09
 DI1779  GEOID HEIGHT    -        -30.01  (meters)                     GEOID09
 DI1779  DYNAMIC HEIGHT  -        400.023 (meters)     1312.41  (feet) COMP
 DI1779  MODELED GRAVITY -    980,750.2   (mgal)                       NAVD 88
 DI1779
 DI1779  HORZ ORDER      -  FIRST
 DI1779  VERT ORDER      -  SECOND    CLASS I
 DI1779  ELLP ORDER      -  FOURTH    CLASS I
 DI1779
 DI1779.The horizontal coordinates were established by GPS observations
 DI1779.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DI1779
 DI1779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1779.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1779
 DI1779.The horizontal coordinates are valid at the epoch date displayed above
 DI1779.which is a decimal equivalence of Year/Month/Day.
 DI1779
 DI1779.The orthometric height was determined by differential leveling and
 DI1779.adjusted in December 2006.
 DI1779
 DI1779.Photographs are available for this station.
 DI1779
 DI1779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1779
 DI1779.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1779
 DI1779.The ellipsoidal height was determined by GPS observations
 DI1779.and is referenced to NAD 83.
 DI1779
 DI1779.The dynamic height is computed by dividing the NAVD 88
 DI1779.geopotential number by the normal gravity value computed on the
 DI1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1779.degrees latitude (g = 980.6199 gals.).
 DI1779
 DI1779.The modeled gravity was interpolated from observed gravity values.
 DI1779
 DI1779. The following values were computed from the NAD 83(2007) position.
 DI1779
 DI1779;                    North         East     Units Scale Factor Converg.
 DI1779;SPC MN N     -   248,400.957   798,098.511   MT  0.99990282   -0 01 07.8
 DI1779;SPC MN N     -   814,962.14  2,618,428.20   sFT  0.99990282   -0 01 07.8
 DI1779;UTM  15      - 5,297,953.365   490,615.762   MT  0.99960108   -0 05 34.6
 DI1779
 DI1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1779!SPC MN N     -   0.99994202  x   0.99990282  =   0.99984484
 DI1779!UTM  15      -   0.99994202  x   0.99960108  =   0.99954312
 DI1779
 DI1779                          SUPERSEDED SURVEY CONTROL
 DI1779
 DI1779  NAVD 88 (06/13/11)  399.96   (m)         1312.2    (f) LEVELING    3  
 DI1779
 DI1779.Superseded values are not recommended for survey control.
 DI1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1779.See file dsdata.txt to determine how the superseded data were derived.
 DI1779
 DI1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9061597953(NAD 83)
 DI1779
 DI1779_MARKER: DD = SURVEY DISK
 DI1779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1779_STAMPING: 3101 S 2005
 DI1779_MARK LOGO: MNDT  
 DI1779_PROJECTION: RECESSED 5 CENTIMETERS
 DI1779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1779+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DI1779_ROD/PIPE-DEPTH:  7.6 meters
 DI1779
 DI1779  HISTORY     - Date     Condition        Report By
 DI1779  HISTORY     - 20050726 MONUMENTED       MNDT
 DI1779  HISTORY     - 20100406 GOOD             MNDT
 DI1779  HISTORY     - 20100406 GOOD             MNDT
 DI1779
 DI1779                          STATION DESCRIPTION
 DI1779
 DI1779'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1779'2.0 MILES NORTHEAST OF TOGO, 3.05 MILES EAST AND NORTH ALONG TRUNK
 DI1779'HIGHWAY 65/TRUNK HIGHWAY 1, FROM JUNCTION OF TRUNK HIGHWAY 65 SOUTH
 DI1779'AND TRUNK HIGHWAY 1 WEST, IN TOGO, AT TRUNK HIGHWAY 65 MILE POINT
 DI1779'214.4. 39.6 FEET EAST OF TRUNK HIGHWAY 65/TRUNK HIGHWAY 1, 9.0 FEET
 DI1779'SOUTH OF GRAVEL ROAD EAST, 1.0 FEET NORTH OF WITNESS POST.
 DI1779
 DI1779                          STATION RECOVERY (2010)
 DI1779
 DI1779'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DI1779'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1779'THE MARK IS 2.0 MILES NORTHEAST OF TOGO, 3.05 MILES EAST AND NORTH
 DI1779'ALONG TRUNK HIGHWAY 65/TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY
 DI1779'65 SOUTH AND TRUNK HIGHWAY 1 WEST IN TOGO, AT TRUNK HIGHWAY 65
 DI1779'MILEPOINT 214.4, 39.6 FEET EAST OF TRUNK HIGHWAY 65/TRUNK HIGHWAY 1,
 DI1779'9.0 FEET SOUTH OF GRAVEL ROAD EAST, 1.0 FOOT NORTH OF WITNESS POST.
 DI1779
 DI1779                          STATION RECOVERY (2010)
 DI1779
 DI1779'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DI1779'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1778 ***********************************************************************
 DI1778  DESIGNATION -  3101 T
 DI1778  PID         -  DI1778
 DI1778  STATE/COUNTY-  MN/ITASCA
 DI1778  COUNTRY     -  US
 DI1778  USGS QUAD   -  TOGO (1970)
 DI1778
 DI1778                         *CURRENT SURVEY CONTROL
 DI1778  ______________________________________________________________________
 DI1778* NAD 83(1986) POSITION- 47 49 14.64   (N) 093 07 44.99   (W)   HD_HELD1  
 DI1778* NAVD 88 ORTHO HEIGHT -   409.596  (meters)    1343.82  (feet) ADJUSTED  
 DI1778  ______________________________________________________________________
 DI1778  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 DI1778  DYNAMIC HEIGHT  -        409.657 (meters)     1344.02  (feet) COMP
 DI1778  MODELED GRAVITY -    980,748.4   (mgal)                       NAVD 88
 DI1778
 DI1778  VERT ORDER      -  SECOND    CLASS I
 DI1778
 DI1778.The horizontal coordinates were established by differentially corrected
 DI1778.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI1778.
 DI1778.The orthometric height was determined by differential leveling and
 DI1778.adjusted in December 2006.
 DI1778
 DI1778.Photographs are available for this station.
 DI1778
 DI1778.The dynamic height is computed by dividing the NAVD 88
 DI1778.geopotential number by the normal gravity value computed on the
 DI1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1778.degrees latitude (g = 980.6199 gals.).
 DI1778
 DI1778.The modeled gravity was interpolated from observed gravity values.
 DI1778
 DI1778;                    North         East    Units  Estimated Accuracy
 DI1778;SPC MN N     -   246,830.6     797,816.3     MT  (+/- 3 meters HH1 GPS) 
 DI1778
 DI1778                          SUPERSEDED SURVEY CONTROL
 DI1778
 DI1778.No superseded survey control is available for this station.
 DI1778
 DI1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9033196383(NAD 83)
 DI1778
 DI1778_MARKER: DD = SURVEY DISK
 DI1778_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DI1778_STAMPING: 3101 T 2005
 DI1778_MARK LOGO: MNDT  
 DI1778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1778+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2009
 DI1778
 DI1778  HISTORY     - Date     Condition        Report By
 DI1778  HISTORY     - 2005     MONUMENTED       MNDT
 DI1778  HISTORY     - 20091020 GOOD             MNDT
 DI1778
 DI1778                          STATION DESCRIPTION
 DI1778
 DI1778'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1778'2.0 MILES EAST OF TOGO, 1.95 MILES EAST ALONG TRUNK HIGHWAY 65/ TRUNK
 DI1778'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 65 SOUTH AND TRUNK HIGHWAY 1
 DI1778'WEST IN TOGO, AT TRUNK HIGHWAY 65/TRUNK HIGHWAY 1 MILE POINT 213.30,
 DI1778'62.0 FEET SOUTH OF TRUNK HIGHWAY 65/TRUNK HIGHWAY 1, 5.1 FEET SOUTH
 DI1778'WEST OF WITNESS POST.
 DI1778
 DI1778                          STATION RECOVERY (2009)
 DI1778
 DI1778'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DI1778'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1780 ***********************************************************************
 DI1780  DESIGNATION -  3101 U
 DI1780  PID         -  DI1780
 DI1780  STATE/COUNTY-  MN/ITASCA
 DI1780  COUNTRY     -  US
 DI1780  USGS QUAD   -  TOGO (1970)
 DI1780
 DI1780                         *CURRENT SURVEY CONTROL
 DI1780  ______________________________________________________________________
 DI1780* NAD 83(2007) POSITION- 47 49 16.44245(N) 093 10 10.19950(W)   ADJUSTED  
 DI1780* NAD 83(2007) ELLIP HT-   377.983 (meters)        (04/01/09)   ADJUSTED
 DI1780* NAD 83(2007) EPOCH   -  2002.00
 DI1780* NAVD 88 ORTHO HEIGHT -   407.874  (meters)    1338.17  (feet) ADJUSTED  
 DI1780  ______________________________________________________________________
 DI1780  NAD 83(2007) X  -   -237,234.023 (meters)                     COMP
 DI1780  NAD 83(2007) Y  - -4,284,158.766 (meters)                     COMP
 DI1780  NAD 83(2007) Z  -  4,703,833.281 (meters)                     COMP
 DI1780  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC09
 DI1780  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 DI1780  DYNAMIC HEIGHT  -        407.935 (meters)     1338.37  (feet) COMP
 DI1780  MODELED GRAVITY -    980,750.7   (mgal)                       NAVD 88
 DI1780
 DI1780  HORZ ORDER      -  FIRST
 DI1780  VERT ORDER      -  SECOND    CLASS I
 DI1780  ELLP ORDER      -  SECOND    CLASS I
 DI1780
 DI1780.The horizontal coordinates were established by GPS observations
 DI1780.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI1780
 DI1780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1780.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1780
 DI1780.The horizontal coordinates are valid at the epoch date displayed above
 DI1780.which is a decimal equivalence of Year/Month/Day.
 DI1780
 DI1780.The orthometric height was determined by differential leveling and
 DI1780.adjusted in December 2006.
 DI1780
 DI1780.Photographs are available for this station.
 DI1780
 DI1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1780
 DI1780.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1780
 DI1780.The ellipsoidal height was determined by GPS observations
 DI1780.and is referenced to NAD 83.
 DI1780
 DI1780.The dynamic height is computed by dividing the NAVD 88
 DI1780.geopotential number by the normal gravity value computed on the
 DI1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1780.degrees latitude (g = 980.6199 gals.).
 DI1780
 DI1780.The modeled gravity was interpolated from observed gravity values.
 DI1780
 DI1780. The following values were computed from the NAD 83(2007) position.
 DI1780
 DI1780;                    North         East     Units Scale Factor Converg.
 DI1780;SPC MN N     -   246,888.211   794,796.162   MT  0.99990285   -0 03 05.5
 DI1780;SPC MN N     -   809,999.07  2,607,593.74   sFT  0.99990285   -0 03 05.5
 DI1780;UTM  15      - 5,296,445.346   487,312.455   MT  0.99960198   -0 07 32.2
 DI1780
 DI1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1780!SPC MN N     -   0.99994076  x   0.99990285  =   0.99984362
 DI1780!UTM  15      -   0.99994076  x   0.99960198  =   0.99954276
 DI1780
 DI1780                          SUPERSEDED SURVEY CONTROL
 DI1780
 DI1780  NAVD 88 (04/01/09)  407.87   (m)         1338.2    (f) LEVELING    3  
 DI1780
 DI1780.Superseded values are not recommended for survey control.
 DI1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1780.See file dsdata.txt to determine how the superseded data were derived.
 DI1780
 DI1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8731296445(NAD 83)
 DI1780
 DI1780_MARKER: DD = SURVEY DISK
 DI1780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1780_STAMPING: 3101 U 2005
 DI1780_MARK LOGO: MNDT  
 DI1780_PROJECTION: FLUSH
 DI1780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1780+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2010
 DI1780_ROD/PIPE-DEPTH:  6.1 meters
 DI1780
 DI1780  HISTORY     - Date     Condition        Report By
 DI1780  HISTORY     - 20050721 MONUMENTED       MNDT
 DI1780  HISTORY     - 20080428 GOOD             MNDT
 DI1780  HISTORY     - 20100408 GOOD             MNDT
 DI1780  HISTORY     - 20100408 GOOD             MNDT
 DI1780
 DI1780                          STATION DESCRIPTION
 DI1780
 DI1780'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1780'IN TOGO, AT TRUNK HIGHWAY 65/TRUNK HIGHWAY 1 MILE POINT 211.35, 36.5
 DI1780'SOUTH OF TRUNK HIGHWAY 1 WEST, 48.8 FEET WEST OF TRUNK HIGHWAY 65
 DI1780'SOUTH, 1.0 FEET NORTH OF WITNESS POST.
 DI1780
 DI1780                          STATION RECOVERY (2008)
 DI1780
 DI1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI1780'IN TOGO, AT TRUNK HIGHWAY 65/TRUNK HIGHWAY 1 MILEPOINT 211.35, 36.5
 DI1780'SOUTH OF TRUNK HIGHWAY 1 WEST, 48.8 FEET WEST OF TRUNK HIGHWAY 65
 DI1780'SOUTH, 1.0 FOOT NORTH OF WITNESS POST.
 DI1780
 DI1780                          STATION RECOVERY (2010)
 DI1780
 DI1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DI1780'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1780'THE MARK IS IN TOGO, AT TRUNK HIGHWAY 65/TRUNK HIGHWAY 1 MILEPOINT
 DI1780'211.35, 36.5 SOUTH OF TRUNK HIGHWAY 1 WEST, 48.8 FEET WEST OF TRUNK
 DI1780'HIGHWAY 65 SOUTH, 1.0 FOOT NORTH OF WITNESS POST.
 DI1780
 DI1780                          STATION RECOVERY (2010)
 DI1780
 DI1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DI1780'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8097 ***********************************************************************
 DM8097  DESIGNATION -  3101 V
 DM8097  PID         -  DM8097
 DM8097  STATE/COUNTY-  MN/ITASCA
 DM8097  COUNTRY     -  US
 DM8097  USGS QUAD   -  DEER LAKE WEST (1970)
 DM8097
 DM8097                         *CURRENT SURVEY CONTROL
 DM8097  ______________________________________________________________________
 DM8097* NAD 83(2007) POSITION- 47 50 14.30795(N) 093 27 32.47903(W)   ADJUSTED  
 DM8097* NAD 83(2007) ELLIP HT-   384.847 (meters)        (06/13/11)   ADJUSTED
 DM8097* NAD 83(2007) EPOCH   -  2002.00
 DM8097* NAVD 88 ORTHO HEIGHT -   414.27   (meters)    1359.2   (feet) LEVELING  
 DM8097  ______________________________________________________________________
 DM8097  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 DM8097  NAD 83(2007) X  -   -258,799.599 (meters)                     COMP
 DM8097  NAD 83(2007) Y  - -4,281,587.666 (meters)                     COMP
 DM8097  NAD 83(2007) Z  -  4,705,038.257 (meters)                     COMP
 DM8097  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC09
 DM8097  HORZ ORDER      -  FIRST
 DM8097  VERT ORDER      -  THIRD
 DM8097  ELLP ORDER      -  FOURTH    CLASS I
 DM8097
 DM8097.The horizontal coordinates were established by GPS observations
 DM8097.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8097
 DM8097.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8097.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8097
 DM8097.The horizontal coordinates are valid at the epoch date displayed above
 DM8097.which is a decimal equivalence of Year/Month/Day.
 DM8097
 DM8097.The orthometric height was determined by differential leveling.
 DM8097.The vertical network tie was performed by a horz. field party for horz.
 DM8097.obs reductions. Reset procedures were used to establish the elevation.
 DM8097
 DM8097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8097
 DM8097.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8097
 DM8097.The ellipsoidal height was determined by GPS observations
 DM8097.and is referenced to NAD 83.
 DM8097
 DM8097. The following values were computed from the NAD 83(2007) position.
 DM8097
 DM8097;                    North         East     Units Scale Factor Converg.
 DM8097;SPC MN N     -   248,735.298   773,126.440   MT  0.99990282   -0 15 58.0
 DM8097;SPC MN N     -   816,059.06  2,536,499.00   sFT  0.99990282   -0 15 58.0
 DM8097;UTM  15      - 5,298,319.904   465,651.544   MT  0.99961450   -0 20 24.9
 DM8097
 DM8097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8097!SPC MN N     -   0.99993968  x   0.99990282  =   0.99984251
 DM8097!UTM  15      -   0.99993968  x   0.99961450  =   0.99955421
 DM8097
 DM8097:                Primary Azimuth Mark                     Grid Az
 DM8097:SPC MN N     -  3101 W                                   091 51 41.3
 DM8097:UTM  15      -  3101 W                                   091 56 08.2
 DM8097
 DM8097|---------------------------------------------------------------------|
 DM8097| PID    Reference Object                     Distance      Geod. Az  |
 DM8097|                                                           dddmmss.s |
 DM8097| DM8098 3101 W                              APPROX. 1.1 KM 0913543.3 |
 DM8097|---------------------------------------------------------------------|
 DM8097
 DM8097                          SUPERSEDED SURVEY CONTROL
 DM8097
 DM8097.No superseded survey control is available for this station.
 DM8097
 DM8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6565198319(NAD 83)
 DM8097
 DM8097_MARKER: I = METAL ROD
 DM8097_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8097_STAMPING: 3101 V 2009
 DM8097_MARK LOGO: MNDT  
 DM8097_PROJECTION: RECESSED 5 CENTIMETERS
 DM8097_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8097+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DM8097_ROD/PIPE-DEPTH:  9.1 meters
 DM8097
 DM8097  HISTORY     - Date     Condition        Report By
 DM8097  HISTORY     - 20091103 MONUMENTED       MNDT
 DM8097  HISTORY     - 20091103 GOOD             MNDT
 DM8097
 DM8097                          STATION DESCRIPTION
 DM8097
 DM8097'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8097'THE MARK IS 9.0 MILES EAST OF EFFIE, 8.75 MILES EAST ALONG TRUNK
 DM8097'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DM8097'EFFIE, AT TRUNK HIGHWAY 1 MILEPOINT 195.25, 82.5 FEET NORTH OF GUYED
 DM8097'POWER POLE, 26.0 FEET SOUTH-SOUTHWEST OF TRUNK HIGHWAY 1, 2.0 FEET
 DM8097'NORTHEAST OF WITNESS POST.
 DM8097
 DM8097                          STATION RECOVERY (2009)
 DM8097
 DM8097'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM8097'RECOVERED AS DESCRIBED.
 DM8097' 
 DM8097'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8097'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8097'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8097'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8098 ***********************************************************************
 DM8098  DESIGNATION -  3101 W
 DM8098  PID         -  DM8098
 DM8098  STATE/COUNTY-  MN/ITASCA
 DM8098  COUNTRY     -  US
 DM8098  USGS QUAD   -  DEER LAKE WEST (1970)
 DM8098
 DM8098                         *CURRENT SURVEY CONTROL
 DM8098  ______________________________________________________________________
 DM8098* NAD 83(2007) POSITION- 47 50 13.28502(N) 093 26 38.11842(W)   ADJUSTED  
 DM8098* NAD 83(2007) ELLIP HT-   393.805 (meters)        (06/13/11)   ADJUSTED
 DM8098* NAD 83(2007) EPOCH   -  2002.00
 DM8098* NAVD 88 ORTHO HEIGHT -   423.24   (meters)    1388.6   (feet) LEVELING  
 DM8098  ______________________________________________________________________
 DM8098  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 DM8098  NAD 83(2007) X  -   -257,672.956 (meters)                     COMP
 DM8098  NAD 83(2007) Y  - -4,281,685.103 (meters)                     COMP
 DM8098  NAD 83(2007) Z  -  4,705,023.689 (meters)                     COMP
 DM8098  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 DM8098  HORZ ORDER      -  FIRST
 DM8098  VERT ORDER      -  THIRD
 DM8098  ELLP ORDER      -  FOURTH    CLASS I
 DM8098
 DM8098.The horizontal coordinates were established by GPS observations
 DM8098.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8098
 DM8098.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8098.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8098
 DM8098.The horizontal coordinates are valid at the epoch date displayed above
 DM8098.which is a decimal equivalence of Year/Month/Day.
 DM8098
 DM8098.The orthometric height was determined by differential leveling.
 DM8098.The vertical network tie was performed by a horz. field party for horz.
 DM8098.obs reductions. Reset procedures were used to establish the elevation.
 DM8098
 DM8098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8098
 DM8098.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8098
 DM8098.The ellipsoidal height was determined by GPS observations
 DM8098.and is referenced to NAD 83.
 DM8098
 DM8098. The following values were computed from the NAD 83(2007) position.
 DM8098
 DM8098;                    North         East     Units Scale Factor Converg.
 DM8098;SPC MN N     -   248,698.568   774,256.572   MT  0.99990282   -0 15 17.7
 DM8098;SPC MN N     -   815,938.55  2,540,206.77   sFT  0.99990282   -0 15 17.7
 DM8098;UTM  15      - 5,298,281.724   466,781.301   MT  0.99961356   -0 19 44.6
 DM8098
 DM8098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8098!SPC MN N     -   0.99993828  x   0.99990282  =   0.99984111
 DM8098!UTM  15      -   0.99993828  x   0.99961356  =   0.99955186
 DM8098
 DM8098:                Primary Azimuth Mark                     Grid Az
 DM8098:SPC MN N     -  3101 V                                   271 51 41.2
 DM8098:UTM  15      -  3101 V                                   271 56 08.1
 DM8098
 DM8098|---------------------------------------------------------------------|
 DM8098| PID    Reference Object                     Distance      Geod. Az  |
 DM8098|                                                           dddmmss.s |
 DM8098| DM8097 3101 V                              APPROX. 1.1 KM 2713623.5 |
 DM8098|---------------------------------------------------------------------|
 DM8098
 DM8098                          SUPERSEDED SURVEY CONTROL
 DM8098
 DM8098.No superseded survey control is available for this station.
 DM8098
 DM8098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6678198281(NAD 83)
 DM8098
 DM8098_MARKER: I = METAL ROD
 DM8098_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8098_STAMPING: 3101 W 2009
 DM8098_MARK LOGO: MNDT  
 DM8098_PROJECTION: RECESSED 5 CENTIMETERS
 DM8098_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8098+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DM8098_ROD/PIPE-DEPTH:  9.1 meters
 DM8098
 DM8098  HISTORY     - Date     Condition        Report By
 DM8098  HISTORY     - 20091103 MONUMENTED       MNDT
 DM8098  HISTORY     - 20091103 GOOD             MNDT
 DM8098
 DM8098                          STATION DESCRIPTION
 DM8098
 DM8098'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8098'THE MARK IS 9.4 MILES EAST OF EFFIE, 9.4 MILES EAST ALONG TRUNK
 DM8098'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DM8098'EFFIE, AT MILEPOINT 195.95, 28.5 FEET NORTH OF TRUNK HIGHWAY 1, 54
 DM8098'FEET SOUTHWEST OF TELEPHONE PEDESTAL, 40 FEET EAST OF COUNTY ROAD 525,
 DM8098'1.8 FEET SOUTH OF WITNESS POST.
 DM8098
 DM8098                          STATION RECOVERY (2009)
 DM8098
 DM8098'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM8098'RECOVERED AS DESCRIBED.
 DM8098' 
 DM8098'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8098'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8098'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8098'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8099 ***********************************************************************
 DM8099  DESIGNATION -  3101 X
 DM8099  PID         -  DM8099
 DM8099  STATE/COUNTY-  MN/ITASCA
 DM8099  COUNTRY     -  US
 DM8099  USGS QUAD   -  DEER LAKE WEST (1970)
 DM8099
 DM8099                         *CURRENT SURVEY CONTROL
 DM8099  ______________________________________________________________________
 DM8099* NAD 83(2007) POSITION- 47 48 41.36616(N) 093 25 03.26726(W)   ADJUSTED  
 DM8099* NAD 83(2007) ELLIP HT-   391.122 (meters)        (06/13/11)   ADJUSTED
 DM8099* NAD 83(2007) EPOCH   -  2002.00
 DM8099* NAVD 88 ORTHO HEIGHT -   420.55   (meters)    1379.8   (feet) LEVELING  
 DM8099  ______________________________________________________________________
 DM8099  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 DM8099  NAD 83(2007) X  -   -255,829.309 (meters)                     COMP
 DM8099  NAD 83(2007) Y  - -4,283,901.636 (meters)                     COMP
 DM8099  NAD 83(2007) Z  -  4,703,115.501 (meters)                     COMP
 DM8099  LAPLACE CORR    -         -3.28  (seconds)                    DEFLEC09
 DM8099  HORZ ORDER      -  FIRST
 DM8099  VERT ORDER      -  THIRD
 DM8099  ELLP ORDER      -  FOURTH    CLASS I
 DM8099
 DM8099.The horizontal coordinates were established by GPS observations
 DM8099.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8099
 DM8099.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8099.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8099
 DM8099.The horizontal coordinates are valid at the epoch date displayed above
 DM8099.which is a decimal equivalence of Year/Month/Day.
 DM8099
 DM8099.The orthometric height was determined by differential leveling.
 DM8099.The vertical network tie was performed by a horz. field party for horz.
 DM8099.obs reductions. Reset procedures were used to establish the elevation.
 DM8099
 DM8099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8099
 DM8099.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8099
 DM8099.The ellipsoidal height was determined by GPS observations
 DM8099.and is referenced to NAD 83.
 DM8099
 DM8099. The following values were computed from the NAD 83(2007) position.
 DM8099
 DM8099;                    North         East     Units Scale Factor Converg.
 DM8099;SPC MN N     -   245,851.493   776,217.079   MT  0.99990290   -0 14 07.4
 DM8099;SPC MN N     -   806,597.77  2,546,638.87   sFT  0.99990290   -0 14 07.4
 DM8099;UTM  15      - 5,295,432.942   468,737.559   MT  0.99961201   -0 18 33.8
 DM8099
 DM8099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8099!SPC MN N     -   0.99993870  x   0.99990290  =   0.99984161
 DM8099!UTM  15      -   0.99993870  x   0.99961201  =   0.99955074
 DM8099
 DM8099                          SUPERSEDED SURVEY CONTROL
 DM8099
 DM8099.No superseded survey control is available for this station.
 DM8099
 DM8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6873795432(NAD 83)
 DM8099
 DM8099_MARKER: I = METAL ROD
 DM8099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8099_STAMPING: 3101 X 2009
 DM8099_MARK LOGO: MNDT  
 DM8099_PROJECTION: RECESSED 8 CENTIMETERS
 DM8099_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8099+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DM8099_ROD/PIPE-DEPTH:  9.1 meters
 DM8099
 DM8099  HISTORY     - Date     Condition        Report By
 DM8099  HISTORY     - 20091103 MONUMENTED       MNDT
 DM8099  HISTORY     - 20091103 GOOD             MNDT
 DM8099
 DM8099                          STATION DESCRIPTION
 DM8099
 DM8099'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8099'THE MARK IS 11.8 MILES EAST OF EFFIE, 11.8 MILES EAST ALONG TRUNK
 DM8099'HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 38 IN
 DM8099'EFFIE, AT MILEPOINT 198.25, 90 FEET NORTHWEST OF POWER POLE, 68 FEET
 DM8099'SOUTH OF RIGHT-OF-WAY POST, 41.5 FEET SOUTHWEST OF TRUNK HIGHWAY 1, 12
 DM8099'FEET SOUTHWEST OF ENTRANCE, 1.5 FEET NORTHEAST OF WITNESS POST.
 DM8099
 DM8099                          STATION RECOVERY (2009)
 DM8099
 DM8099'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM8099'RECOVERED AS DESCRIBED.
 DM8099' 
 DM8099'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8099'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8099'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8099'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8100 ***********************************************************************
 DM8100  DESIGNATION -  3101 Z
 DM8100  PID         -  DM8100
 DM8100  STATE/COUNTY-  MN/ITASCA
 DM8100  COUNTRY     -  US
 DM8100  USGS QUAD   -  DEER LAKE EAST (1970)
 DM8100
 DM8100                         *CURRENT SURVEY CONTROL
 DM8100  ______________________________________________________________________
 DM8100* NAD 83(2007) POSITION- 47 48 30.89313(N) 093 22 13.07923(W)   ADJUSTED  
 DM8100* NAD 83(2007) ELLIP HT-   386.710 (meters)        (06/13/11)   ADJUSTED
 DM8100* NAD 83(2007) EPOCH   -  2002.00
 DM8100* NAVD 88 ORTHO HEIGHT -   416.21   (meters)    1365.5   (feet) LEVELING  
 DM8100  ______________________________________________________________________
 DM8100  GEOID HEIGHT    -        -29.47  (meters)                     GEOID09
 DM8100  NAD 83(2007) X  -   -252,308.513 (meters)                     COMP
 DM8100  NAD 83(2007) Y  - -4,284,347.563 (meters)                     COMP
 DM8100  NAD 83(2007) Z  -  4,702,894.985 (meters)                     COMP
 DM8100  LAPLACE CORR    -         -5.02  (seconds)                    DEFLEC09
 DM8100  HORZ ORDER      -  FIRST
 DM8100  VERT ORDER      -  THIRD
 DM8100  ELLP ORDER      -  FOURTH    CLASS I
 DM8100
 DM8100.The horizontal coordinates were established by GPS observations
 DM8100.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8100
 DM8100.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8100.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8100
 DM8100.The horizontal coordinates are valid at the epoch date displayed above
 DM8100.which is a decimal equivalence of Year/Month/Day.
 DM8100
 DM8100.The orthometric height was determined by differential leveling.
 DM8100.The vertical network tie was performed by a horz. field party for horz.
 DM8100.obs reductions. Reset procedures were used to establish the elevation.
 DM8100
 DM8100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8100
 DM8100.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8100
 DM8100.The ellipsoidal height was determined by GPS observations
 DM8100.and is referenced to NAD 83.
 DM8100
 DM8100. The following values were computed from the NAD 83(2007) position.
 DM8100
 DM8100;                    North         East     Units Scale Factor Converg.
 DM8100;SPC MN N     -   245,514.602   779,756.284   MT  0.99990293   -0 12 01.3
 DM8100;SPC MN N     -   805,492.49  2,558,250.41   sFT  0.99990293   -0 12 01.3
 DM8100;UTM  15      - 5,295,091.580   472,275.292   MT  0.99960945   -0 16 27.7
 DM8100
 DM8100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8100!SPC MN N     -   0.99993939  x   0.99990293  =   0.99984233
 DM8100!UTM  15      -   0.99993939  x   0.99960945  =   0.99954887
 DM8100
 DM8100                          SUPERSEDED SURVEY CONTROL
 DM8100
 DM8100.No superseded survey control is available for this station.
 DM8100
 DM8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7227595091(NAD 83)
 DM8100
 DM8100_MARKER: I = METAL ROD
 DM8100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8100_STAMPING: 3101 Z 2009
 DM8100_MARK LOGO: MNDT  
 DM8100_PROJECTION: RECESSED 5 CENTIMETERS
 DM8100_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8100+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2009
 DM8100_ROD/PIPE-DEPTH: 16.8 meters
 DM8100
 DM8100  HISTORY     - Date     Condition        Report By
 DM8100  HISTORY     - 20091103 MONUMENTED       MNDT
 DM8100  HISTORY     - 20091103 GOOD             MNDT
 DM8100
 DM8100                          STATION DESCRIPTION
 DM8100
 DM8100'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8100'THE MARK IS 11.0 MILES WEST OF TOGO, 11.0 MILES WEST ALONG TRUNK
 DM8100'HIGHWAY 1 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY
 DM8100'65 IN TOGO, AT TRUNK HIGHWAY 1 MILEPOINT 200.5, 120.5 FEET WEST OF
 DM8100'COUNTY ROAD 533, 34.6 FEET NORTH OF TRUNK HIGHWAY 1, 19.8 FEET
 DM8100'NORTHWEST OF TRUNK HIGHWAY 1 SIGN POST, 67.2 FEET SOUTH OF DRIVEWAY
 DM8100'NUMBER 64051, 1.8 FEET SOUTH OF WITNESS POST.
 DM8100
 DM8100                          STATION RECOVERY (2009)
 DM8100
 DM8100'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM8100'RECOVERED AS DESCRIBED.
 DM8100' 
 DM8100'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8100'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8100'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8100'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4564 ***********************************************************************
 DF4564  DESIGNATION -  3102 A
 DF4564  PID         -  DF4564
 DF4564  STATE/COUNTY-  MN/ITASCA
 DF4564  COUNTRY     -  US
 DF4564  USGS QUAD   -  BALL CLUB (1996)
 DF4564
 DF4564                         *CURRENT SURVEY CONTROL
 DF4564  ______________________________________________________________________
 DF4564* NAD 83(1986) POSITION- 47 19 28.8    (N) 093 57 33.3    (W)   HD_HELD2  
 DF4564* NAVD 88 ORTHO HEIGHT -   394.256  (meters)    1293.49  (feet) ADJUSTED  
 DF4564  ______________________________________________________________________
 DF4564  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DF4564  DYNAMIC HEIGHT  -        394.295 (meters)     1293.62  (feet) COMP
 DF4564  MODELED GRAVITY -    980,700.2   (mgal)                       NAVD 88
 DF4564
 DF4564  VERT ORDER      -  SECOND    CLASS I
 DF4564
 DF4564.The horizontal coordinates were established by autonomous hand held GPS
 DF4564.observations and have an estimated accuracy of +/- 10 meters.
 DF4564.
 DF4564.The orthometric height was determined by differential leveling and
 DF4564.adjusted in August 2004.
 DF4564
 DF4564.Photographs are available for this station.
 DF4564
 DF4564.The dynamic height is computed by dividing the NAVD 88
 DF4564.geopotential number by the normal gravity value computed on the
 DF4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4564.degrees latitude (g = 980.6199 gals.).
 DF4564
 DF4564.The modeled gravity was interpolated from observed gravity values.
 DF4564
 DF4564;                    North         East    Units  Estimated Accuracy
 DF4564;SPC MN N     -   192,042.      735,051.      MT  (+/- 10 meters HH2 GPS)
 DF4564
 DF4564                          SUPERSEDED SURVEY CONTROL
 DF4564
 DF4564.No superseded survey control is available for this station.
 DF4564
 DF4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2751541690(NAD 83)
 DF4564
 DF4564_MARKER: DV = VERTICAL CONTROL DISK
 DF4564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4564_SP_SET: BRIDGE ABUTMENT
 DF4564_STAMPING: 3102 A 2001
 DF4564_MARK LOGO: MNDT  
 DF4564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4564+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DF4564
 DF4564  HISTORY     - Date     Condition        Report By
 DF4564  HISTORY     - 1987     MONUMENTED       MNDT
 DF4564  HISTORY     - 20010815 GOOD             MNDT
 DF4564
 DF4564                          STATION DESCRIPTION
 DF4564
 DF4564'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF4564'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN ABUT AT SE
 DF4564'COR OF TH 2 BRDG NO 5760 OVER MISSISSIPPI RIVER, AT TH 2 MP 161.0, 22
 DF4564'FT (6.7 M) SOUTH OF TH 2.  DISK SET IN BRDG WHEN BUILT IN 1987 THEN
 DF4564'STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4563 ***********************************************************************
 DF4563  DESIGNATION -  3102 B
 DF4563  PID         -  DF4563
 DF4563  STATE/COUNTY-  MN/ITASCA
 DF4563  COUNTRY     -  US
 DF4563  USGS QUAD   -  BALL CLUB (1996)
 DF4563
 DF4563                         *CURRENT SURVEY CONTROL
 DF4563  ______________________________________________________________________
 DF4563* NAD 83(2007) POSITION- 47 19 17.99628(N) 093 55 23.63571(W)   ADJUSTED  
 DF4563* NAD 83(2007) ELLIP HT-   366.563 (meters)        (02/10/07)   ADJUSTED
 DF4563* NAD 83(2007) EPOCH   -  2002.00
 DF4563* NAVD 88 ORTHO HEIGHT -   395.419  (meters)    1297.30  (feet) ADJUSTED  
 DF4563  ______________________________________________________________________
 DF4563  NAD 83(2007) X  -   -296,375.110 (meters)                     COMP
 DF4563  NAD 83(2007) Y  - -4,321,563.183 (meters)                     COMP
 DF4563  NAD 83(2007) Z  -  4,666,349.571 (meters)                     COMP
 DF4563  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC09
 DF4563  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DF4563  DYNAMIC HEIGHT  -        395.457 (meters)     1297.43  (feet) COMP
 DF4563  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 DF4563
 DF4563  VERT ORDER      -  SECOND    CLASS I
 DF4563
 DF4563  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4563  Type                                         Horiz  Ellip  Dist(km)
 DF4563  -------------------------------------------------------------------
 DF4563  NETWORK                                       0.69   0.88
 DF4563  -------------------------------------------------------------------
 DF4563  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.64   0.82      2.83
 DF4563  -------------------------------------------------------------------
 DF4563  NOTE: Click here for information on individual local accuracy
 DF4563  values and other accuracy information.
 DF4563
 DF4563
 DF4563.The horizontal coordinates were established by GPS observations
 DF4563.and adjusted by the National Geodetic Survey in February 2007.
 DF4563
 DF4563.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4563.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4563
 DF4563.The horizontal coordinates are valid at the epoch date displayed above
 DF4563.which is a decimal equivalence of Year/Month/Day.
 DF4563
 DF4563.The orthometric height was determined by differential leveling and
 DF4563.adjusted in August 2004.
 DF4563
 DF4563.Photographs are available for this station.
 DF4563
 DF4563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4563
 DF4563.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4563
 DF4563.The ellipsoidal height was determined by GPS observations
 DF4563.and is referenced to NAD 83.
 DF4563
 DF4563.The dynamic height is computed by dividing the NAVD 88
 DF4563.geopotential number by the normal gravity value computed on the
 DF4563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4563.degrees latitude (g = 980.6199 gals.).
 DF4563
 DF4563.The modeled gravity was interpolated from observed gravity values.
 DF4563
 DF4563. The following values were computed from the NAD 83(2007) position.
 DF4563
 DF4563;                    North         East     Units Scale Factor Converg.
 DF4563;SPC MN N     -   191,678.883   737,769.759   MT  0.99994276   -0 36 36.7
 DF4563;SPC MN N     -   628,866.47  2,420,499.62   sFT  0.99994276   -0 36 36.7
 DF4563;UTM  15      - 5,241,323.904   430,233.345   MT  0.99965982   -0 40 43.5
 DF4563
 DF4563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4563!SPC MN N     -   0.99994255  x   0.99994276  =   0.99988531
 DF4563!UTM  15      -   0.99994255  x   0.99965982  =   0.99960239
 DF4563
 DF4563                          SUPERSEDED SURVEY CONTROL
 DF4563
 DF4563  NAD 83(1996)-  47 19 17.99610(N)    093 55 23.63506(W) AD(       ) 1
 DF4563  ELLIP H (07/22/03)  366.566  (m)                       GP(       ) 3 2
 DF4563  NAVD 88 (07/22/03)  395.43   (m)         1297.3    (f) LEVELING    3  
 DF4563
 DF4563.Superseded values are not recommended for survey control.
 DF4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4563.See file dsdata.txt to determine how the superseded data were derived.
 DF4563
 DF4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3023341323(NAD 83)
 DF4563
 DF4563_MARKER: DD = SURVEY DISK
 DF4563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4563_STAMPING: 3102 B 2001
 DF4563_MARK LOGO: MNDT  
 DF4563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4563+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 DF4563
 DF4563  HISTORY     - Date     Condition        Report By
 DF4563  HISTORY     - 2001     MONUMENTED       MNDT
 DF4563  HISTORY     - 20120425 GOOD             WOOLPT
 DF4563
 DF4563                          STATION DESCRIPTION
 DF4563
 DF4563'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4563'THE MARK IS 0.6 MI (1.0 KM) EAST OF BALL CLUB, 0.6 MI (1.0 KM) EAST
 DF4563'ALONG TH 2 FROM JCT OF TH 2 AND CO RD 39 IN BALL CLUB, AT TH 2 MP
 DF4563'162.7, 220 FT (67.1 M) SOUTH OF TH 2, 81.6 FT (24.9 M) NORTH OF NORTH
 DF4563'RAIL, 62.3 FT (19.0 M) WEST OF CO RD 137, 27.5 FT (8.4 M) NE OF
 DF4563'P-POLE, 2.7 FT (0.8 M) NORTH OF WIT, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF4563'GPS.  ROD DEPTH IS 55 FT.
 DF4563
 DF4563                          STATION RECOVERY (2012)
 DF4563
 DF4563'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DF4563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7999 ***********************************************************************
 DE7999  DESIGNATION -  3103 A
 DE7999  PID         -  DE7999
 DE7999  STATE/COUNTY-  MN/ITASCA
 DE7999  COUNTRY     -  US
 DE7999  USGS QUAD   -  COHASSET WEST (1969)
 DE7999
 DE7999                         *CURRENT SURVEY CONTROL
 DE7999  ______________________________________________________________________
 DE7999* NAD 83(2007) POSITION- 47 17 02.76228(N) 093 40 18.64429(W)   ADJUSTED  
 DE7999* NAD 83(2007) ELLIP HT-   365.689 (meters)        (02/10/07)   ADJUSTED
 DE7999* NAD 83(2007) EPOCH   -  2002.00
 DE7999* NAVD 88 ORTHO HEIGHT -   394.958  (meters)    1295.79  (feet) ADJUSTED  
 DE7999  ______________________________________________________________________
 DE7999  NAD 83(2007) X  -   -277,607.908 (meters)                     COMP
 DE7999  NAD 83(2007) Y  - -4,325,884.626 (meters)                     COMP
 DE7999  NAD 83(2007) Z  -  4,663,516.685 (meters)                     COMP
 DE7999  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DE7999  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DE7999  DYNAMIC HEIGHT  -        394.990 (meters)     1295.90  (feet) COMP
 DE7999  MODELED GRAVITY -    980,683.5   (mgal)                       NAVD 88
 DE7999
 DE7999  VERT ORDER      -  SECOND    CLASS I
 DE7999
 DE7999  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7999  Type                                         Horiz  Ellip  Dist(km)
 DE7999  -------------------------------------------------------------------
 DE7999  NETWORK                                       0.66   0.53
 DE7999  -------------------------------------------------------------------
 DE7999  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.74   0.39      2.33
 DE7999  -------------------------------------------------------------------
 DE7999  NOTE: Click here for information on individual local accuracy
 DE7999  values and other accuracy information.
 DE7999
 DE7999
 DE7999.The horizontal coordinates were established by GPS observations
 DE7999.and adjusted by the National Geodetic Survey in February 2007.
 DE7999
 DE7999.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7999.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7999
 DE7999.The horizontal coordinates are valid at the epoch date displayed above
 DE7999.which is a decimal equivalence of Year/Month/Day.
 DE7999
 DE7999.The orthometric height was determined by differential leveling and
 DE7999.adjusted in May 2003.
 DE7999
 DE7999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7999
 DE7999.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7999
 DE7999.The ellipsoidal height was determined by GPS observations
 DE7999.and is referenced to NAD 83.
 DE7999
 DE7999.The dynamic height is computed by dividing the NAVD 88
 DE7999.geopotential number by the normal gravity value computed on the
 DE7999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7999.degrees latitude (g = 980.6199 gals.).
 DE7999
 DE7999.The modeled gravity was interpolated from observed gravity values.
 DE7999
 DE7999. The following values were computed from the NAD 83(2007) position.
 DE7999
 DE7999;                    North         East     Units Scale Factor Converg.
 DE7999;SPC MN N     -   187,331.389   756,741.397   MT  0.99994880   -0 25 25.9
 DE7999;SPC MN N     -   614,603.07  2,482,742.40   sFT  0.99994880   -0 25 25.9
 DE7999;UTM  15      - 5,236,954.830   449,194.018   MT  0.99963172   -0 29 37.1
 DE7999
 DE7999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7999!SPC MN N     -   0.99994268  x   0.99994880  =   0.99989149
 DE7999!UTM  15      -   0.99994268  x   0.99963172  =   0.99957442
 DE7999
 DE7999                          SUPERSEDED SURVEY CONTROL
 DE7999
 DE7999  NAD 83(1996)-  47 17 02.76243(N)    093 40 18.64404(W) AD(       ) 1
 DE7999  ELLIP H (12/27/02)  365.705  (m)                       GP(       ) 4 1
 DE7999  NAVD 88 (12/27/02)  394.96   (m)         1295.8    (f) LEVELING    3  
 DE7999
 DE7999.Superseded values are not recommended for survey control.
 DE7999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7999.See file dsdata.txt to determine how the superseded data were derived.
 DE7999
 DE7999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4919436954(NAD 83)
 DE7999
 DE7999_MARKER: DD = SURVEY DISK
 DE7999_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7999_STAMPING: 3103 A 1999
 DE7999_MARK LOGO: MNDT  
 DE7999_PROJECTION: RECESSED 3 CENTIMETERS
 DE7999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7999+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DE7999_ROD/PIPE-DEPTH:  6.1 meters
 DE7999
 DE7999  HISTORY     - Date     Condition        Report By
 DE7999  HISTORY     - 1999     MONUMENTED       MNDT
 DE7999  HISTORY     - 20010815 GOOD             MNDT
 DE7999
 DE7999                          STATION DESCRIPTION
 DE7999
 DE7999'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE7999'2.75 MI (4.43 KM) NW OF COHASSET, 1.45 MI (2.33 KM) SE ALONG TH 2 FROM
 DE7999'JCT OF TH 2 AND TH 6 (4.0 MI NW OF COHASSET), AT TH 2 MP 176.0, 55.0
 DE7999'FT (16.8 M) SW OF WB TH 2, 69.0 FT (21.0 M) NE OF EB TH 2, 59.5 FT
 DE7999'(18.1 M) SE OF CROSSOVER, 157.0 FT (47.9 M) NORTH OF MP 176, 2.9 FT
 DE7999'(0.9 M) NW OF WIT POST.
 DE7999
 DE7999                          STATION RECOVERY (2001)
 DE7999
 DE7999'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7999'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS RECESSED 2
 DE7999'INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 20 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8101 ***********************************************************************
 DM8101  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8101  DESIGNATION -  3103 A RESET
 DM8101  PID         -  DM8101
 DM8101  STATE/COUNTY-  MN/ITASCA
 DM8101  COUNTRY     -  US
 DM8101  USGS QUAD   -  COHASSET WEST (1969)
 DM8101
 DM8101                         *CURRENT SURVEY CONTROL
 DM8101  ______________________________________________________________________
 DM8101* NAD 83(2007) POSITION- 47 17 02.76231(N) 093 40 18.64414(W)   ADJUSTED  
 DM8101* NAD 83(2007) ELLIP HT-   365.621 (meters)        (06/13/11)   ADJUSTED
 DM8101* NAD 83(2007) EPOCH   -  2002.00
 DM8101* NAVD 88 ORTHO HEIGHT -   394.89   (meters)    1295.6   (feet) GPS OBS   
 DM8101  ______________________________________________________________________
 DM8101  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DM8101  NAD 83(2007) X  -   -277,607.902 (meters)                     COMP
 DM8101  NAD 83(2007) Y  - -4,325,884.579 (meters)                     COMP
 DM8101  NAD 83(2007) Z  -  4,663,516.636 (meters)                     COMP
 DM8101  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DM8101  HORZ ORDER      -  FIRST
 DM8101  ELLP ORDER      -  FOURTH    CLASS I
 DM8101
 DM8101.The horizontal coordinates were established by GPS observations
 DM8101.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8101
 DM8101.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8101.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8101
 DM8101.The horizontal coordinates are valid at the epoch date displayed above
 DM8101.which is a decimal equivalence of Year/Month/Day.
 DM8101
 DM8101.The orthometric height was determined by GPS observations and a
 DM8101.high-resolution geoid model using precise GPS observation and
 DM8101.processing techniques.
 DM8101
 DM8101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8101
 DM8101.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8101
 DM8101.The ellipsoidal height was determined by GPS observations
 DM8101.and is referenced to NAD 83.
 DM8101
 DM8101. The following values were computed from the NAD 83(2007) position.
 DM8101
 DM8101;                    North         East     Units Scale Factor Converg.
 DM8101;SPC MN N     -   187,331.389   756,741.400   MT  0.99994880   -0 25 25.9
 DM8101;SPC MN N     -   614,603.07  2,482,742.41   sFT  0.99994880   -0 25 25.9
 DM8101;UTM  15      - 5,236,954.831   449,194.021   MT  0.99963172   -0 29 37.1
 DM8101
 DM8101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8101!SPC MN N     -   0.99994269  x   0.99994880  =   0.99989150
 DM8101!UTM  15      -   0.99994269  x   0.99963172  =   0.99957444
 DM8101
 DM8101                          SUPERSEDED SURVEY CONTROL
 DM8101
 DM8101.No superseded survey control is available for this station.
 DM8101
 DM8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4919436954(NAD 83)
 DM8101
 DM8101_MARKER: I = METAL ROD
 DM8101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8101_STAMPING: 3103 A 1999 RESET 2009
 DM8101_MARK LOGO: MNDT  
 DM8101_PROJECTION: RECESSED 18 CENTIMETERS
 DM8101_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8101+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 DM8101_ROD/PIPE-DEPTH:  6.1 meters
 DM8101
 DM8101  HISTORY     - Date     Condition        Report By
 DM8101  HISTORY     - 20090811 MONUMENTED       MNDT
 DM8101
 DM8101                          STATION DESCRIPTION
 DM8101
 DM8101'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8101'THE MARK IS 2.5 MILES NORTHWEST OF COHASSET, 1.45 MILES SOUTHEAST
 DM8101'ALONG TRUNK HIGHWAY 2 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 2 AND
 DM8101'TRUNK HIGHWAY 6 (4 MILES NORTHWEST OF COHASSET), AT TRUNK HIGHWAY 2
 DM8101'MILEPOINT 176.0, 157.0 FEET NORTH OF MILEPOST 176, 69.0 FEET NORTHEAST
 DM8101'OF EASTBOUND TRUNK HIGHWAY 2, 59.5 FEET SOUTHEAST OF CROSSOVER, 55.0
 DM8101'FEET SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 2, 2.9 FEET NORTHWEST OF
 DM8101'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8000 ***********************************************************************
 DE8000  DESIGNATION -  3103 B
 DE8000  PID         -  DE8000
 DE8000  STATE/COUNTY-  MN/ITASCA
 DE8000  COUNTRY     -  US
 DE8000  USGS QUAD   -  COHASSET WEST (1969)
 DE8000
 DE8000                         *CURRENT SURVEY CONTROL
 DE8000  ______________________________________________________________________
 DE8000* NAD 83(2007) POSITION- 47 16 35.51962(N) 093 39 11.71386(W)   ADJUSTED  
 DE8000* NAD 83(2007) ELLIP HT-   362.131 (meters)        (02/10/07)   ADJUSTED
 DE8000* NAD 83(2007) EPOCH   -  2002.00
 DE8000* NAVD 88 ORTHO HEIGHT -   391.418  (meters)    1284.18  (feet) ADJUSTED  
 DE8000  ______________________________________________________________________
 DE8000  NAD 83(2007) X  -   -276,243.429 (meters)                     COMP
 DE8000  NAD 83(2007) Y  - -4,326,588.948 (meters)                     COMP
 DE8000  NAD 83(2007) Z  -  4,662,943.279 (meters)                     COMP
 DE8000  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 DE8000  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DE8000  DYNAMIC HEIGHT  -        391.450 (meters)     1284.28  (feet) COMP
 DE8000  MODELED GRAVITY -    980,683.4   (mgal)                       NAVD 88
 DE8000
 DE8000  VERT ORDER      -  SECOND    CLASS I
 DE8000
 DE8000  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8000  Type                                         Horiz  Ellip  Dist(km)
 DE8000  -------------------------------------------------------------------
 DE8000  NETWORK                                       0.88   0.61
 DE8000  -------------------------------------------------------------------
 DE8000  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.80   0.41      2.12
 DE8000  -------------------------------------------------------------------
 DE8000  NOTE: Click here for information on individual local accuracy
 DE8000  values and other accuracy information.
 DE8000
 DE8000
 DE8000.The horizontal coordinates were established by GPS observations
 DE8000.and adjusted by the National Geodetic Survey in February 2007.
 DE8000
 DE8000.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8000.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8000
 DE8000.The horizontal coordinates are valid at the epoch date displayed above
 DE8000.which is a decimal equivalence of Year/Month/Day.
 DE8000
 DE8000.The orthometric height was determined by differential leveling and
 DE8000.adjusted in May 2003.
 DE8000
 DE8000.Photographs are available for this station.
 DE8000
 DE8000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8000
 DE8000.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8000
 DE8000.The ellipsoidal height was determined by GPS observations
 DE8000.and is referenced to NAD 83.
 DE8000
 DE8000.The dynamic height is computed by dividing the NAVD 88
 DE8000.geopotential number by the normal gravity value computed on the
 DE8000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8000.degrees latitude (g = 980.6199 gals.).
 DE8000
 DE8000.The modeled gravity was interpolated from observed gravity values.
 DE8000
 DE8000. The following values were computed from the NAD 83(2007) position.
 DE8000
 DE8000;                    North         East     Units Scale Factor Converg.
 DE8000;SPC MN N     -   186,479.901   758,141.770   MT  0.99995007   -0 24 36.3
 DE8000;SPC MN N     -   611,809.48  2,487,336.79   sFT  0.99995007   -0 24 36.3
 DE8000;UTM  15      - 5,236,101.909   450,592.908   MT  0.99963000   -0 28 47.7
 DE8000
 DE8000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8000!SPC MN N     -   0.99994324  x   0.99995007  =   0.99989331
 DE8000!UTM  15      -   0.99994324  x   0.99963000  =   0.99957326
 DE8000
 DE8000                          SUPERSEDED SURVEY CONTROL
 DE8000
 DE8000  NAD 83(1996)-  47 16 35.51973(N)    093 39 11.71373(W) AD(       ) 1
 DE8000  ELLIP H (12/27/02)  362.146  (m)                       GP(       ) 4 1
 DE8000  NAVD 88 (12/27/02)  391.42   (m)         1284.2    (f) LEVELING    3  
 DE8000
 DE8000.Superseded values are not recommended for survey control.
 DE8000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8000.See file dsdata.txt to determine how the superseded data were derived.
 DE8000
 DE8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5059236101(NAD 83)
 DE8000
 DE8000_MARKER: DD = SURVEY DISK
 DE8000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8000_STAMPING: 3103 B 1999
 DE8000_MARK LOGO: MNDT  
 DE8000_PROJECTION: RECESSED 3 CENTIMETERS
 DE8000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8000+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 DE8000_ROD/PIPE-DEPTH: 10.7 meters
 DE8000
 DE8000  HISTORY     - Date     Condition        Report By
 DE8000  HISTORY     - 19991001 MONUMENTED       MNDT
 DE8000  HISTORY     - 20090811 GOOD             MNDT
 DE8000
 DE8000                          STATION DESCRIPTION
 DE8000
 DE8000'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8000'1.8 MI (2.9 KM) NW OF COHASSET, 1.85 MI (2.98 KM) NW ALONG TH 2 FROM
 DE8000'JCT OF TH 2 AND CO RD 62 IN COHASSET, AT TH 6 MP 177.00, 34.0 FT (10.4
 DE8000'M) NE OF EB TH 2, 46.5 FT (14.2 M) SW OF WB TH 2, 82.6 FT (25.2 M) SW
 DE8000'OF MILEPOST 177, 3.0 FT (0.9 M) SW OF WIT POST.
 DE8000
 DE8000                          STATION RECOVERY (2009)
 DE8000
 DE8000'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DE8000'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE8000'THE MARK IS 1.8 MILES NORTHWEST OF COHASSET, 1.85 MILES NORTHWEST
 DE8000'ALONG TRUNK HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD
 DE8000'62 IN COHASSET, AT TRUNK HIGHWAY 6 MILEPOINT 177.00, 82.6 FEET
 DE8000'SOUTHWEST OF MILEPOINT 177, 46.5 FEET SOUTHWEST OF WESTBOUND TRUNK
 DE8000'HIGHWAY 2, 34.0 FEET NORTHEAST OF EASTBOUND TRUNK HIGHWAY 2, 3.0 FEET
 DE8000'SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8001 ***********************************************************************
 DE8001  DESIGNATION -  3103 C
 DE8001  PID         -  DE8001
 DE8001  STATE/COUNTY-  MN/ITASCA
 DE8001  COUNTRY     -  US
 DE8001  USGS QUAD   -  COHASSET EAST (1969)
 DE8001
 DE8001                         *CURRENT SURVEY CONTROL
 DE8001  ______________________________________________________________________
 DE8001* NAD 83(2007) POSITION- 47 15 42.46747(N) 093 37 22.01397(W)   ADJUSTED  
 DE8001* NAD 83(2007) ELLIP HT-   363.310 (meters)        (02/10/07)   ADJUSTED
 DE8001* NAD 83(2007) EPOCH   -  2002.00
 DE8001* NAVD 88 ORTHO HEIGHT -   392.581  (meters)    1287.99  (feet) ADJUSTED  
 DE8001  ______________________________________________________________________
 DE8001  NAD 83(2007) X  -   -274,018.435 (meters)                     COMP
 DE8001  NAD 83(2007) Y  - -4,327,937.179 (meters)                     COMP
 DE8001  NAD 83(2007) Z  -  4,661,832.358 (meters)                     COMP
 DE8001  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC09
 DE8001  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DE8001  DYNAMIC HEIGHT  -        392.613 (meters)     1288.10  (feet) COMP
 DE8001  MODELED GRAVITY -    980,683.4   (mgal)                       NAVD 88
 DE8001
 DE8001  VERT ORDER      -  SECOND    CLASS I
 DE8001
 DE8001  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8001  Type                                         Horiz  Ellip  Dist(km)
 DE8001  -------------------------------------------------------------------
 DE8001  NETWORK                                       1.31   0.88
 DE8001  -------------------------------------------------------------------
 DE8001  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.23   0.76      1.48
 DE8001  -------------------------------------------------------------------
 DE8001  NOTE: Click here for information on individual local accuracy
 DE8001  values and other accuracy information.
 DE8001
 DE8001
 DE8001.The horizontal coordinates were established by GPS observations
 DE8001.and adjusted by the National Geodetic Survey in February 2007.
 DE8001
 DE8001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8001.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8001
 DE8001.The horizontal coordinates are valid at the epoch date displayed above
 DE8001.which is a decimal equivalence of Year/Month/Day.
 DE8001
 DE8001.The orthometric height was determined by differential leveling and
 DE8001.adjusted in May 2003.
 DE8001
 DE8001.Photographs are available for this station.
 DE8001
 DE8001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8001
 DE8001.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8001
 DE8001.The ellipsoidal height was determined by GPS observations
 DE8001.and is referenced to NAD 83.
 DE8001
 DE8001.The dynamic height is computed by dividing the NAVD 88
 DE8001.geopotential number by the normal gravity value computed on the
 DE8001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8001.degrees latitude (g = 980.6199 gals.).
 DE8001
 DE8001.The modeled gravity was interpolated from observed gravity values.
 DE8001
 DE8001. The following values were computed from the NAD 83(2007) position.
 DE8001
 DE8001;                    North         East     Units Scale Factor Converg.
 DE8001;SPC MN N     -   184,825.602   760,436.128   MT  0.99995259   -0 23 15.0
 DE8001;SPC MN N     -   606,382.00  2,494,864.20   sFT  0.99995259   -0 23 15.0
 DE8001;UTM  15      - 5,234,445.348   452,884.506   MT  0.99962728   -0 27 26.7
 DE8001
 DE8001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8001!SPC MN N     -   0.99994306  x   0.99995259  =   0.99989565
 DE8001!UTM  15      -   0.99994306  x   0.99962728  =   0.99957036
 DE8001
 DE8001                          SUPERSEDED SURVEY CONTROL
 DE8001
 DE8001  NAD 83(1996)-  47 15 42.46765(N)    093 37 22.01364(W) AD(       ) 1
 DE8001  ELLIP H (12/27/02)  363.317  (m)                       GP(       ) 4 1
 DE8001  NAVD 88 (12/27/02)  392.58   (m)         1288.0    (f) LEVELING    3  
 DE8001
 DE8001.Superseded values are not recommended for survey control.
 DE8001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8001.See file dsdata.txt to determine how the superseded data were derived.
 DE8001
 DE8001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5288434445(NAD 83)
 DE8001
 DE8001_MARKER: DB = BENCH MARK DISK
 DE8001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8001_SP_SET: BRIDGE ABUTMENT
 DE8001_STAMPING: 3103 C 1999
 DE8001_MARK LOGO: MNHD  
 DE8001_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8001+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 DE8001
 DE8001  HISTORY     - Date     Condition        Report By
 DE8001  HISTORY     - 19990401 MONUMENTED       MNHD
 DE8001  HISTORY     - 20080505 GOOD             MNDT
 DE8001
 DE8001                          STATION DESCRIPTION
 DE8001
 DE8001'DESCRIBED BY MN HIGHWAY DEPT 1999 (DKH)
 DE8001'IN COHASSET, 0.2 MI (0.3 KM) SW ALONG CO RD 62 FROM JCT OF CO RD 62
 DE8001'AND TH 2 IN COHASSET, DISK SET IN A DRILL HOLE IN SE COR OF BRIDGE NO
 DE8001'31570 (CO RD 62 OVER MISSISSIPPI RIVER), 24.0 FT (7.3 M) EAST OF CO RD
 DE8001'62, 2.5 FT (0.8 M) NORTH OF LIGHT POLE.
 DE8001
 DE8001                          STATION RECOVERY (2008)
 DE8001
 DE8001'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 DE8001'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE8001'THE MARK IS IN COHASSET, 0.2 MILE SOUTHWEST ALONG COUNTY ROAD 62 FROM
 DE8001'JUNCTION OF COUNTY ROAD 62 AND TRUNK HIGHWAY 2 IN COHASSET, IN
 DE8001'SOUTHEAST ABUTMENT OF BRIDGE OVER MISSISSIPPI RIVER, 24.0 FEET EAST OF
 DE8001'COUNTY ROAD 62, 2.5 FEET NORTH OF LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8002 ***********************************************************************
 DE8002  DESIGNATION -  3103 D
 DE8002  PID         -  DE8002
 DE8002  STATE/COUNTY-  MN/ITASCA
 DE8002  COUNTRY     -  US
 DE8002  USGS QUAD   -  COHASSET EAST (1969)
 DE8002
 DE8002                         *CURRENT SURVEY CONTROL
 DE8002  ______________________________________________________________________
 DE8002* NAD 83(2007) POSITION- 47 15 26.09945(N) 093 36 16.07434(W)   ADJUSTED  
 DE8002* NAD 83(2007) ELLIP HT-   366.122 (meters)        (02/10/07)   ADJUSTED
 DE8002* NAD 83(2007) EPOCH   -  2002.00
 DE8002* NAVD 88 ORTHO HEIGHT -   395.414  (meters)    1297.29  (feet) ADJUSTED  
 DE8002  ______________________________________________________________________
 DE8002  NAD 83(2007) X  -   -272,658.308 (meters)                     COMP
 DE8002  NAD 83(2007) Y  - -4,328,396.991 (meters)                     COMP
 DE8002  NAD 83(2007) Z  -  4,661,491.345 (meters)                     COMP
 DE8002  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC09
 DE8002  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 DE8002  DYNAMIC HEIGHT  -        395.446 (meters)     1297.39  (feet) COMP
 DE8002  MODELED GRAVITY -    980,683.9   (mgal)                       NAVD 88
 DE8002
 DE8002  VERT ORDER      -  SECOND    CLASS I
 DE8002
 DE8002  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8002  Type                                         Horiz  Ellip  Dist(km)
 DE8002  -------------------------------------------------------------------
 DE8002  NETWORK                                       1.25   0.80
 DE8002  -------------------------------------------------------------------
 DE8002  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.21   0.71      2.15
 DE8002  -------------------------------------------------------------------
 DE8002  NOTE: Click here for information on individual local accuracy
 DE8002  values and other accuracy information.
 DE8002
 DE8002
 DE8002.The horizontal coordinates were established by GPS observations
 DE8002.and adjusted by the National Geodetic Survey in February 2007.
 DE8002
 DE8002.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8002.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8002
 DE8002.The horizontal coordinates are valid at the epoch date displayed above
 DE8002.which is a decimal equivalence of Year/Month/Day.
 DE8002
 DE8002.The orthometric height was determined by differential leveling and
 DE8002.adjusted in May 2003.
 DE8002
 DE8002.Photographs are available for this station.
 DE8002
 DE8002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8002
 DE8002.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8002
 DE8002.The ellipsoidal height was determined by GPS observations
 DE8002.and is referenced to NAD 83.
 DE8002
 DE8002.The dynamic height is computed by dividing the NAVD 88
 DE8002.geopotential number by the normal gravity value computed on the
 DE8002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8002.degrees latitude (g = 980.6199 gals.).
 DE8002
 DE8002.The modeled gravity was interpolated from observed gravity values.
 DE8002
 DE8002. The following values were computed from the NAD 83(2007) position.
 DE8002
 DE8002;                    North         East     Units Scale Factor Converg.
 DE8002;SPC MN N     -   184,310.946   761,818.998   MT  0.99995338   -0 22 26.1
 DE8002;SPC MN N     -   604,693.50  2,499,401.16   sFT  0.99995338   -0 22 26.1
 DE8002;UTM  15      - 5,233,929.172   454,266.296   MT  0.99962570   -0 26 38.2
 DE8002
 DE8002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8002!SPC MN N     -   0.99994262  x   0.99995338  =   0.99989600
 DE8002!UTM  15      -   0.99994262  x   0.99962570  =   0.99956834
 DE8002
 DE8002                          SUPERSEDED SURVEY CONTROL
 DE8002
 DE8002  NAD 83(1996)-  47 15 26.09957(N)    093 36 16.07396(W) AD(       ) 1
 DE8002  ELLIP H (12/27/02)  366.127  (m)                       GP(       ) 4 1
 DE8002  NAVD 88 (12/27/02)  395.41   (m)         1297.3    (f) LEVELING    3  
 DE8002
 DE8002.Superseded values are not recommended for survey control.
 DE8002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8002.See file dsdata.txt to determine how the superseded data were derived.
 DE8002
 DE8002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5426633929(NAD 83)
 DE8002
 DE8002_MARKER: DD = SURVEY DISK
 DE8002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8002_STAMPING: 3103 D 1999
 DE8002_MARK LOGO: MNDT  
 DE8002_PROJECTION: RECESSED 5 CENTIMETERS
 DE8002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8002+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2010
 DE8002_ROD/PIPE-DEPTH: 18.3 meters
 DE8002
 DE8002  HISTORY     - Date     Condition        Report By
 DE8002  HISTORY     - 1999     MONUMENTED       MNDT
 DE8002  HISTORY     - 20101121 GOOD             INDIV
 DE8002
 DE8002                          STATION DESCRIPTION
 DE8002
 DE8002'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8002'1.0 MI (1.6 KM) SE OF COHASSET, 0.9 MI (1.4 KM) SE ALONG TH 2 FROM JCT
 DE8002'OF TH 2 AND CO RD 62 IN COHASSET, AT TH 2 MP 179.7, 122.0 FT (37.2 M)
 DE8002'SW OF TH 2, 53.0 FT (16.2 M) SE OF BEIER RD, 37.0 FT (11.3 M) SW OF SW
 DE8002'RAIL OF TRACKS, 5.3 FT (1.6 M) EAST OF TEL PEDESTAL, 65.0 FT (19.8 M)
 DE8002'SW OF CABLE PEDESTAL, 3.1 FT (0.9 M) SE OF WIT POST.
 DE8002
 DE8002                          STATION RECOVERY (2010)
 DE8002
 DE8002'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DE8002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8028 ***********************************************************************
 DE8028  DESIGNATION -  3103 E
 DE8028  PID         -  DE8028
 DE8028  STATE/COUNTY-  MN/ITASCA
 DE8028  COUNTRY     -  US
 DE8028  USGS QUAD   -  GRAND RAPIDS (1969)
 DE8028
 DE8028                         *CURRENT SURVEY CONTROL
 DE8028  ______________________________________________________________________
 DE8028* NAD 83(1986) POSITION- 47 14 06.7    (N) 093 32 49.4    (W)   HD_HELD2  
 DE8028* NAVD 88 ORTHO HEIGHT -   392.960  (meters)    1289.24  (feet) ADJUSTED  
 DE8028  ______________________________________________________________________
 DE8028  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DE8028  DYNAMIC HEIGHT  -        392.993 (meters)     1289.34  (feet) COMP
 DE8028  MODELED GRAVITY -    980,685.9   (mgal)                       NAVD 88
 DE8028
 DE8028  VERT ORDER      -  SECOND    CLASS I
 DE8028
 DE8028.The horizontal coordinates were established by autonomous hand held GPS
 DE8028.observations and have an estimated accuracy of +/- 10 meters.
 DE8028.
 DE8028.The orthometric height was determined by differential leveling and
 DE8028.adjusted in May 2003.
 DE8028
 DE8028.Photographs are available for this station.
 DE8028
 DE8028.The dynamic height is computed by dividing the NAVD 88
 DE8028.geopotential number by the normal gravity value computed on the
 DE8028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8028.degrees latitude (g = 980.6199 gals.).
 DE8028
 DE8028.The modeled gravity was interpolated from observed gravity values.
 DE8028
 DE8028;                    North         East    Units  Estimated Accuracy
 DE8028;SPC MN N     -   181,832.      766,150.      MT  (+/- 10 meters HH2 GPS)
 DE8028
 DE8028                          SUPERSEDED SURVEY CONTROL
 DE8028
 DE8028.No superseded survey control is available for this station.
 DE8028
 DE8028_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5859231446(NAD 83)
 DE8028
 DE8028_MARKER: DD = SURVEY DISK
 DE8028_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DE8028+WITH SETTING: PAVEMENT
 DE8028_SP_SET: POWER POLE BASE
 DE8028_STAMPING: 3103 E 1999
 DE8028_MARK LOGO: MNDT  
 DE8028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8028+STABILITY: SURFACE MOTION
 DE8028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8028+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE8028
 DE8028  HISTORY     - Date     Condition        Report By
 DE8028  HISTORY     - 1999     MONUMENTED       MNDT
 DE8028
 DE8028                          STATION DESCRIPTION
 DE8028
 DE8028'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8028'IN GRAND RAPIDS, SET IN A DRILL HOLE IN SE COR OF CONC BASE OF HIGH
 DE8028'LINE P-POLE, 0.90 MI (1.45 KM) WEST ALONG TH 2 FROM JCT OF TH 2 AND TH
 DE8028'169 IN GRAND RAPIDS, THENCE 0.05 MI (0.08 KM) SOUTH ON 12TH AVE NW,
 DE8028'116.8 FT (35.6 M) WEST OF 12TH AVE NW, 24.6 FT (7.5 M) SOUTH OF SOUTH
 DE8028'RAIL OF THREE RAILROAD TRACKS, 28.8 FT (8.8 M) NORTH OF THIRD ST NW,
 DE8028'67.1 FT (20.5 M) NW OF P-POLE, 2.7 FT (0.8 M) SE OF HIGH LINE P-POLE,
 DE8028'0.7 FT (21.3 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8031 ***********************************************************************
 DE8031  DESIGNATION -  3103 E 1
 DE8031  PID         -  DE8031
 DE8031  STATE/COUNTY-  MN/ITASCA
 DE8031  COUNTRY     -  US
 DE8031  USGS QUAD   -  GRAND RAPIDS (1969)
 DE8031
 DE8031                         *CURRENT SURVEY CONTROL
 DE8031  ______________________________________________________________________
 DE8031* NAD 83(1986) POSITION- 47 14 21.6    (N) 093 34 09.3    (W)   HD_HELD2  
 DE8031* NAVD 88 ORTHO HEIGHT -   391.174  (meters)    1283.38  (feet) ADJUSTED  
 DE8031  ______________________________________________________________________
 DE8031  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DE8031  DYNAMIC HEIGHT  -        391.207 (meters)     1283.48  (feet) COMP
 DE8031  MODELED GRAVITY -    980,684.7   (mgal)                       NAVD 88
 DE8031
 DE8031  VERT ORDER      -  SECOND    CLASS I
 DE8031
 DE8031.The horizontal coordinates were established by autonomous hand held GPS
 DE8031.observations and have an estimated accuracy of +/- 10 meters.
 DE8031.
 DE8031.The orthometric height was determined by differential leveling and
 DE8031.adjusted in May 2003.
 DE8031
 DE8031.No vertical observational check was made to the station.
 DE8031
 DE8031.Photographs are available for this station.
 DE8031
 DE8031.The dynamic height is computed by dividing the NAVD 88
 DE8031.geopotential number by the normal gravity value computed on the
 DE8031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8031.degrees latitude (g = 980.6199 gals.).
 DE8031
 DE8031.The modeled gravity was interpolated from observed gravity values.
 DE8031
 DE8031;                    North         East    Units  Estimated Accuracy
 DE8031;SPC MN N     -   182,302.      764,472.      MT  (+/- 10 meters HH2 GPS)
 DE8031
 DE8031                          SUPERSEDED SURVEY CONTROL
 DE8031
 DE8031.No superseded survey control is available for this station.
 DE8031
 DE8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5691631918(NAD 83)
 DE8031
 DE8031_MARKER: DB = BENCH MARK DISK
 DE8031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8031_SP_SET: BRIDGE ABUTMENT
 DE8031_STAMPING: 3103 E 1 2000
 DE8031_MARK LOGO: MNDT  
 DE8031_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8031+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE8031
 DE8031  HISTORY     - Date     Condition        Report By
 DE8031  HISTORY     - 1970     MONUMENTED       MN-061
 DE8031  HISTORY     - 20000725 GOOD             MNDT
 DE8031
 DE8031                          STATION DESCRIPTION
 DE8031
 DE8031'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DE8031'THE MARK IS 2.0 MI (3.2 KM) WEST OF GRAND RAPIDS, IN ABUT AT SE COR OF
 DE8031'ITASCA CO RD 63 BRDG NO 31509 OVER MISSISSIPPI RIVER, 1.80 MI (2.90
 DE8031'KM) WEST ALONG TH 2 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS TO TH
 DE8031'2 MP 181.80, THENCE 0.15 MI (0.24 KM) SW ON CO RD 63, 22.8 FT (6.9 M)
 DE8031'SE OF CO RD 63. MARK WAS SET IN 1970 UNSTAMPED, RECOVERED AND STAMPED
 DE8031'IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4551 ***********************************************************************
 DF4551  DESIGNATION -  3103 F
 DF4551  PID         -  DF4551
 DF4551  STATE/COUNTY-  MN/ITASCA
 DF4551  COUNTRY     -  US
 DF4551  USGS QUAD   -  COHASSET WEST (1969)
 DF4551
 DF4551                         *CURRENT SURVEY CONTROL
 DF4551  ______________________________________________________________________
 DF4551* NAD 83(2007) POSITION- 47 18 19.46030(N) 093 42 37.08185(W)   ADJUSTED  
 DF4551* NAD 83(2007) ELLIP HT-   369.394 (meters)        (02/10/07)   ADJUSTED
 DF4551* NAD 83(2007) EPOCH   -  2002.00
 DF4551* NAVD 88 ORTHO HEIGHT -   398.624  (meters)    1307.82  (feet) ADJUSTED  
 DF4551  ______________________________________________________________________
 DF4551  NAD 83(2007) X  -   -280,398.744 (meters)                     COMP
 DF4551  NAD 83(2007) Y  - -4,323,962.802 (meters)                     COMP
 DF4551  NAD 83(2007) Z  -  4,665,125.961 (meters)                     COMP
 DF4551  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC09
 DF4551  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DF4551  DYNAMIC HEIGHT  -        398.657 (meters)     1307.93  (feet) COMP
 DF4551  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 DF4551
 DF4551  VERT ORDER      -  SECOND    CLASS I
 DF4551
 DF4551  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4551  Type                                         Horiz  Ellip  Dist(km)
 DF4551  -------------------------------------------------------------------
 DF4551  NETWORK                                       0.52   0.63
 DF4551  -------------------------------------------------------------------
 DF4551  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.40   0.45      2.25
 DF4551  -------------------------------------------------------------------
 DF4551  NOTE: Click here for information on individual local accuracy
 DF4551  values and other accuracy information.
 DF4551
 DF4551
 DF4551.The horizontal coordinates were established by GPS observations
 DF4551.and adjusted by the National Geodetic Survey in February 2007.
 DF4551
 DF4551.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4551.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4551
 DF4551.The horizontal coordinates are valid at the epoch date displayed above
 DF4551.which is a decimal equivalence of Year/Month/Day.
 DF4551
 DF4551.The orthometric height was determined by differential leveling and
 DF4551.adjusted in August 2004.
 DF4551
 DF4551.Photographs are available for this station.
 DF4551
 DF4551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4551
 DF4551.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4551
 DF4551.The ellipsoidal height was determined by GPS observations
 DF4551.and is referenced to NAD 83.
 DF4551
 DF4551.The dynamic height is computed by dividing the NAVD 88
 DF4551.geopotential number by the normal gravity value computed on the
 DF4551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4551.degrees latitude (g = 980.6199 gals.).
 DF4551
 DF4551.The modeled gravity was interpolated from observed gravity values.
 DF4551
 DF4551. The following values were computed from the NAD 83(2007) position.
 DF4551
 DF4551;                    North         East     Units Scale Factor Converg.
 DF4551;SPC MN N     -   189,722.051   753,851.146   MT  0.99994532   -0 27 08.5
 DF4551;SPC MN N     -   622,446.43  2,473,259.97   sFT  0.99994532   -0 27 08.5
 DF4551;UTM  15      - 5,239,348.258   446,307.584   MT  0.99963543   -0 31 19.4
 DF4551
 DF4551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4551!SPC MN N     -   0.99994210  x   0.99994532  =   0.99988743
 DF4551!UTM  15      -   0.99994210  x   0.99963543  =   0.99957755
 DF4551
 DF4551:                Primary Azimuth Mark                     Grid Az
 DF4551:SPC MN N     -  3103 G                                   304 29 06.5
 DF4551:UTM  15      -  3103 G                                   304 33 17.4
 DF4551
 DF4551|---------------------------------------------------------------------|
 DF4551| PID    Reference Object                     Distance      Geod. Az  |
 DF4551|                                                           dddmmss.s |
 DF4551| DF4552 3103 G                              APPROX. 1.2 KM 3040158.0 |
 DF4551|---------------------------------------------------------------------|
 DF4551
 DF4551                          SUPERSEDED SURVEY CONTROL
 DF4551
 DF4551  NAD 83(1996)-  47 18 19.46054(N)    093 42 37.08151(W) AD(       ) 1
 DF4551  ELLIP H (07/22/03)  369.408  (m)                       GP(       ) 3 2
 DF4551  NAVD 88 (07/22/03)  398.63   (m)         1307.8    (f) LEVELING    3  
 DF4551
 DF4551.Superseded values are not recommended for survey control.
 DF4551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4551.See file dsdata.txt to determine how the superseded data were derived.
 DF4551
 DF4551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4630739348(NAD 83)
 DF4551
 DF4551_MARKER: DD = SURVEY DISK
 DF4551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4551_STAMPING: 3103 F 2001
 DF4551_MARK LOGO: MNDT  
 DF4551_PROJECTION: FLUSH
 DF4551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4551+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 DF4551
 DF4551  HISTORY     - Date     Condition        Report By
 DF4551  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4551  HISTORY     - 20090811 GOOD             MNDT
 DF4551
 DF4551                          STATION DESCRIPTION
 DF4551
 DF4551'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4551'THE MARK IS 5 MI (8.0 KM) SE OF DEER RIVER, 1 MI (1.6 KM) NW ALONG TH
 DF4551'2 FROM JCT OF TH 2 AND TH 6 (6.0 MI SE OF DEER RIVER), AT TH 2 MP
 DF4551'173.55, 34.4 FT (10.5 M) SW OF WB TH 2, 80.2 FT (24.4 M) NE OF EB TH
 DF4551'2, 2.1 FT (0.6 M) NE OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF4551'GPS.  ROD DEPTH IS 10 FT.
 DF4551
 DF4551                          STATION RECOVERY (2009)
 DF4551
 DF4551'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF4551'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4551'THE MARK IS 5.0 MILES SOUTHEAST OF DEER RIVER, 1.0 MILE NORTHWEST
 DF4551'ALONG TRUNK HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4551'HIGHWAY 6 (6.0 MILES SOUTHEAST OF DEER RIVER), AT TRUNK HIGHWAY 2
 DF4551'MILEPOINT 173.55, 80.2 FEET NORTHEAST OF EASTBOUND TRUNK HIGHWAY 2,
 DF4551'34.4 FEET SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 2, 2.1 FEET NORTHEAST
 DF4551'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4552 ***********************************************************************
 DF4552  DESIGNATION -  3103 G
 DF4552  PID         -  DF4552
 DF4552  STATE/COUNTY-  MN/ITASCA
 DF4552  COUNTRY     -  US
 DF4552  USGS QUAD   -  COHASSET WEST (1969)
 DF4552
 DF4552                         *CURRENT SURVEY CONTROL
 DF4552  ______________________________________________________________________
 DF4552* NAD 83(2007) POSITION- 47 18 40.93882(N) 093 43 23.85027(W)   ADJUSTED  
 DF4552* NAD 83(2007) ELLIP HT-   365.644 (meters)        (02/10/07)   ADJUSTED
 DF4552* NAD 83(2007) EPOCH   -  2002.00
 DF4552* NAVD 88 ORTHO HEIGHT -   394.851  (meters)    1295.44  (feet) ADJUSTED  
 DF4552  ______________________________________________________________________
 DF4552  NAD 83(2007) X  -   -281,347.324 (meters)                     COMP
 DF4552  NAD 83(2007) Y  - -4,323,410.035 (meters)                     COMP
 DF4552  NAD 83(2007) Z  -  4,665,572.989 (meters)                     COMP
 DF4552  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC09
 DF4552  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DF4552  DYNAMIC HEIGHT  -        394.884 (meters)     1295.55  (feet) COMP
 DF4552  MODELED GRAVITY -    980,685.7   (mgal)                       NAVD 88
 DF4552
 DF4552  VERT ORDER      -  SECOND    CLASS I
 DF4552
 DF4552  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4552  Type                                         Horiz  Ellip  Dist(km)
 DF4552  -------------------------------------------------------------------
 DF4552  NETWORK                                       0.48   0.61
 DF4552  -------------------------------------------------------------------
 DF4552  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.42   0.48      3.33
 DF4552  -------------------------------------------------------------------
 DF4552  NOTE: Click here for information on individual local accuracy
 DF4552  values and other accuracy information.
 DF4552
 DF4552
 DF4552.The horizontal coordinates were established by GPS observations
 DF4552.and adjusted by the National Geodetic Survey in February 2007.
 DF4552
 DF4552.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4552.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4552
 DF4552.The horizontal coordinates are valid at the epoch date displayed above
 DF4552.which is a decimal equivalence of Year/Month/Day.
 DF4552
 DF4552.The orthometric height was determined by differential leveling and
 DF4552.adjusted in August 2004.
 DF4552
 DF4552.Photographs are available for this station.
 DF4552
 DF4552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4552
 DF4552.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4552
 DF4552.The ellipsoidal height was determined by GPS observations
 DF4552.and is referenced to NAD 83.
 DF4552
 DF4552.The dynamic height is computed by dividing the NAVD 88
 DF4552.geopotential number by the normal gravity value computed on the
 DF4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4552.degrees latitude (g = 980.6199 gals.).
 DF4552
 DF4552.The modeled gravity was interpolated from observed gravity values.
 DF4552
 DF4552. The following values were computed from the NAD 83(2007) position.
 DF4552
 DF4552;                    North         East     Units Scale Factor Converg.
 DF4552;SPC MN N     -   190,393.141   752,874.162   MT  0.99994437   -0 27 43.2
 DF4552;SPC MN N     -   624,648.16  2,470,054.65   sFT  0.99994437   -0 27 43.2
 DF4552;UTM  15      - 5,240,020.328   445,331.719   MT  0.99963673   -0 31 54.0
 DF4552
 DF4552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4552!SPC MN N     -   0.99994269  x   0.99994437  =   0.99988706
 DF4552!UTM  15      -   0.99994269  x   0.99963673  =   0.99957944
 DF4552
 DF4552:                Primary Azimuth Mark                     Grid Az
 DF4552:SPC MN N     -  3103 F                                   124 29 06.8
 DF4552:UTM  15      -  3103 F                                   124 33 17.6
 DF4552
 DF4552|---------------------------------------------------------------------|
 DF4552| PID    Reference Object                     Distance      Geod. Az  |
 DF4552|                                                           dddmmss.s |
 DF4552| DF4551 3103 F                              APPROX. 1.2 KM 1240123.6 |
 DF4552|---------------------------------------------------------------------|
 DF4552
 DF4552                          SUPERSEDED SURVEY CONTROL
 DF4552
 DF4552  NAD 83(1996)-  47 18 40.93908(N)    093 43 23.84997(W) AD(       ) 1
 DF4552  ELLIP H (07/22/03)  365.656  (m)                       GP(       ) 3 2
 DF4552  NAVD 88 (07/22/03)  394.85   (m)         1295.4    (f) LEVELING    3  
 DF4552
 DF4552.Superseded values are not recommended for survey control.
 DF4552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4552.See file dsdata.txt to determine how the superseded data were derived.
 DF4552
 DF4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4533140020(NAD 83)
 DF4552
 DF4552_MARKER: DD = SURVEY DISK
 DF4552_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4552_STAMPING: 3103 G 2001
 DF4552_MARK LOGO: MNDT  
 DF4552_PROJECTION: RECESSED 3 CENTIMETERS
 DF4552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4552+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2009
 DF4552
 DF4552  HISTORY     - Date     Condition        Report By
 DF4552  HISTORY     - 20010808 MONUMENTED       MNDT
 DF4552  HISTORY     - 20090811 GOOD             MNDT
 DF4552
 DF4552                          STATION DESCRIPTION
 DF4552
 DF4552'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4552'THE MARK IS 4.25 MI (6.84 KM) SE OF DEER RIVER, 1.7 MI (2.7 KM) NW
 DF4552'ALONG TH 2 FROM JCT OF TH 2 AND TH 6 (6 MI SE OF DEER RIVER), AT TH 2
 DF4552'MP 172.85, 83.4 FT (25.4 M) SW OF WB TH 2, 41.4 FT (12.6 M) NE OF EB
 DF4552'TH 2, 57.2 FT (17.4 M) NW OF CROSSOVER, 3.5 FT (1.1 M) SW OF WIT POST,
 DF4552'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 10 FT.
 DF4552
 DF4552                          STATION RECOVERY (2009)
 DF4552
 DF4552'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF4552'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4552'THE MARK IS 4.25 MILES SOUTHEAST OF DEER RIVER, 1.7 MILES NORTHWEST
 DF4552'ALONG TRUNK HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DF4552'HIGHWAY 6 (6.0 MILES SOUTHEAST OF DEER RIVER), AT TRUNK HIGHWAY 2
 DF4552'MILEPOINT 172.85, 83.4 FEET SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 2,
 DF4552'57.2 FEET NORTHWEST OF CROSSOVER, 41.4 FEET NORTHEAST OF EASTBOUND
 DF4552'TRUNK HIGHWAY 2, 3.5 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4553 ***********************************************************************
 DF4553  DESIGNATION -  3103 H
 DF4553  PID         -  DF4553
 DF4553  STATE/COUNTY-  MN/ITASCA
 DF4553  COUNTRY     -  US
 DF4553  USGS QUAD   -  COHASSET WEST (1969)
 DF4553
 DF4553                         *CURRENT SURVEY CONTROL
 DF4553  ______________________________________________________________________
 DF4553* NAD 83(2007) POSITION- 47 19 15.49860(N) 093 44 42.67995(W)   ADJUSTED  
 DF4553* NAD 83(2007) ELLIP HT-   364.822 (meters)        (02/10/07)   ADJUSTED
 DF4553* NAD 83(2007) EPOCH   -  2002.00
 DF4553* NAVD 88 ORTHO HEIGHT -   394.000  (meters)    1292.65  (feet) ADJUSTED  
 DF4553  ______________________________________________________________________
 DF4553  NAD 83(2007) X  -   -282,948.324 (meters)                     COMP
 DF4553  NAD 83(2007) Y  - -4,322,518.696 (meters)                     COMP
 DF4553  NAD 83(2007) Z  -  4,666,295.999 (meters)                     COMP
 DF4553  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC09
 DF4553  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 DF4553  DYNAMIC HEIGHT  -        394.034 (meters)     1292.76  (feet) COMP
 DF4553  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 DF4553
 DF4553  VERT ORDER      -  SECOND    CLASS I
 DF4553
 DF4553  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4553  Type                                         Horiz  Ellip  Dist(km)
 DF4553  -------------------------------------------------------------------
 DF4553  NETWORK                                       0.61   0.76
 DF4553  -------------------------------------------------------------------
 DF4553  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.61      1.98
 DF4553  -------------------------------------------------------------------
 DF4553  NOTE: Click here for information on individual local accuracy
 DF4553  values and other accuracy information.
 DF4553
 DF4553
 DF4553.The horizontal coordinates were established by GPS observations
 DF4553.and adjusted by the National Geodetic Survey in February 2007.
 DF4553
 DF4553.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4553.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4553
 DF4553.The horizontal coordinates are valid at the epoch date displayed above
 DF4553.which is a decimal equivalence of Year/Month/Day.
 DF4553
 DF4553.The orthometric height was determined by differential leveling and
 DF4553.adjusted in August 2004.
 DF4553
 DF4553.Photographs are available for this station.
 DF4553
 DF4553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4553
 DF4553.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4553
 DF4553.The ellipsoidal height was determined by GPS observations
 DF4553.and is referenced to NAD 83.
 DF4553
 DF4553.The dynamic height is computed by dividing the NAVD 88
 DF4553.geopotential number by the normal gravity value computed on the
 DF4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4553.degrees latitude (g = 980.6199 gals.).
 DF4553
 DF4553.The modeled gravity was interpolated from observed gravity values.
 DF4553
 DF4553. The following values were computed from the NAD 83(2007) position.
 DF4553
 DF4553;                    North         East     Units Scale Factor Converg.
 DF4553;SPC MN N     -   191,473.920   751,227.509   MT  0.99994287   -0 28 41.6
 DF4553;SPC MN N     -   628,194.02  2,464,652.25   sFT  0.99994287   -0 28 41.6
 DF4553;UTM  15      - 5,241,102.777   443,686.885   MT  0.99963897   -0 32 52.3
 DF4553
 DF4553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4553!SPC MN N     -   0.99994282  x   0.99994287  =   0.99988569
 DF4553!UTM  15      -   0.99994282  x   0.99963897  =   0.99958181
 DF4553
 DF4553                          SUPERSEDED SURVEY CONTROL
 DF4553
 DF4553  NAD 83(1996)-  47 19 15.49890(N)    093 44 42.67965(W) AD(       ) 1
 DF4553  ELLIP H (07/22/03)  364.832  (m)                       GP(       ) 3 2
 DF4553  NAVD 88 (07/22/03)  394.00   (m)         1292.6    (f) LEVELING    3  
 DF4553
 DF4553.Superseded values are not recommended for survey control.
 DF4553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4553.See file dsdata.txt to determine how the superseded data were derived.
 DF4553
 DF4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4368641102(NAD 83)
 DF4553
 DF4553_MARKER: DD = SURVEY DISK
 DF4553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4553_STAMPING: 3103 H 2001
 DF4553_MARK LOGO: MNDT  
 DF4553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4553+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF4553
 DF4553  HISTORY     - Date     Condition        Report By
 DF4553  HISTORY     - 2001     MONUMENTED       MNDT
 DF4553
 DF4553                          STATION DESCRIPTION
 DF4553
 DF4553'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF4553'THE MARK IS 2.6 MI (4.2 KM) SE OF DEER RIVER, 2.6 MI (4.2 KM) SE ALONG
 DF4553'TH 2 FROM JCT OF TH 2 AND TH 6 IN DEER RIVER, AT TH 2 MP 171.6, 84.8
 DF4553'FT (25.8 M) SW OF WB TH 2, 39.2 FT (11.9 M) NE OF EB TH 2, 48.3 FT
 DF4553'(14.7 M) SE OF CO RD 11, 2.8 FT (0.9 M) NW OF WIT POST, FLUSH,
 DF4553'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 10 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1416 ***********************************************************************
 SJ1416  DESIGNATION -  3104 A
 SJ1416  PID         -  SJ1416
 SJ1416  STATE/COUNTY-  MN/ITASCA
 SJ1416  COUNTRY     -  US
 SJ1416  USGS QUAD   -  SWAN RIVER (1970)
 SJ1416
 SJ1416                         *CURRENT SURVEY CONTROL
 SJ1416  ______________________________________________________________________
 SJ1416* NAD 83(1986) POSITION- 47 05 47.     (N) 093 12 57.     (W)   SCALED    
 SJ1416* NAVD 88 ORTHO HEIGHT -   395.112  (meters)    1296.30  (feet) ADJUSTED  
 SJ1416  ______________________________________________________________________
 SJ1416  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 SJ1416  DYNAMIC HEIGHT  -        395.140 (meters)     1296.39  (feet) COMP
 SJ1416  MODELED GRAVITY -    980,673.3   (mgal)                       NAVD 88
 SJ1416
 SJ1416  VERT ORDER      -  SECOND    CLASS I
 SJ1416
 SJ1416.The horizontal coordinates were scaled from a topographic map and have
 SJ1416.an estimated accuracy of +/- 6 seconds.
 SJ1416.
 SJ1416.The orthometric height was determined by differential leveling and
 SJ1416.adjusted in December 2004.
 SJ1416
 SJ1416.The dynamic height is computed by dividing the NAVD 88
 SJ1416.geopotential number by the normal gravity value computed on the
 SJ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1416.degrees latitude (g = 980.6199 gals.).
 SJ1416
 SJ1416.The modeled gravity was interpolated from observed gravity values.
 SJ1416
 SJ1416;                    North         East    Units  Estimated Accuracy
 SJ1416;SPC MN N     -   166,310.      791,210.      MT  (+/- 180 meters Scaled)
 SJ1416
 SJ1416                          SUPERSEDED SURVEY CONTROL
 SJ1416
 SJ1416  NAVD 88 (06/15/91)  395.071  (m)         1296.16   (f) SUPERSEDED  2 0
 SJ1416  NGVD 29 (??/??/92)  394.82   (m)         1295.3    (f) COMPUTED    2 0
 SJ1416
 SJ1416.Superseded values are not recommended for survey control.
 SJ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1416.See file dsdata.txt to determine how the superseded data were derived.
 SJ1416
 SJ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN836158(NAD 83)
 SJ1416
 SJ1416_MARKER: DV = VERTICAL CONTROL DISK
 SJ1416_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1416_STAMPING: 3104 A 1974
 SJ1416_MARK LOGO: MNDT  
 SJ1416_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1416+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 SJ1416
 SJ1416  HISTORY     - Date     Condition        Report By
 SJ1416  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1416  HISTORY     - 20000911 GOOD             MNDT
 SJ1416  HISTORY     - 20041022 GOOD             GEOCAC
 SJ1416
 SJ1416                          STATION DESCRIPTION
 SJ1416
 SJ1416'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1416'1.2 MI NW FROM SWAN RIVER.
 SJ1416'THE MARK IS 1.2 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM THE
 SJ1416'JUNCTION OF TRUNK HIGHWAYS 2 AND 65 AT SWAN RIVER.  IT IS AT TRUNK
 SJ1416'HIGHWAY 2 MILEPOINT 201.9.  IT IS 268 FEET SOUTHWEST OF THE CENTERLINE
 SJ1416'OF TRUNK HIGHWAY 2, 21.5 FEET NORTHWEST OF THE CENTER OF TOWNSHIP
 SJ1416'ROAD, 74.8 FEET SOUTHWEST OF SIGN POST WARNING PIPE LINE, AND 7 FEET
 SJ1416'EAST OF A 4 INCH SPRUCE.  IT IS CRIMPED TO THE TOP OF A 5/8 INCH BY 24
 SJ1416'FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND. IT PROJECTS
 SJ1416'2 INCHES ABOVE THE GROUND, IS ABOUT LEVEL WITH THE TOWNSHIP ROAD AND
 SJ1416'IS 0.9 FOOT NORTHEAST OF A NEW STEEL WITNESS POST. NE 1/4 SECTION 11,
 SJ1416'T 53N, R 23W.
 SJ1416
 SJ1416                          STATION RECOVERY (2000)
 SJ1416
 SJ1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SJ1416'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SJ1416'FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS.
 SJ1416
 SJ1416                          STATION RECOVERY (2004)
 SJ1416
 SJ1416'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1419 ***********************************************************************
 SJ1419  DESIGNATION -  3104 A 1
 SJ1419  PID         -  SJ1419
 SJ1419  STATE/COUNTY-  MN/ITASCA
 SJ1419  COUNTRY     -  US
 SJ1419  USGS QUAD   -  SWAN RIVER (1970)
 SJ1419
 SJ1419                         *CURRENT SURVEY CONTROL
 SJ1419  ______________________________________________________________________
 SJ1419* NAD 83(2007) POSITION- 47 06 01.63245(N) 093 12 39.50229(W)   ADJUSTED  
 SJ1419* NAD 83(2007) ELLIP HT-   367.726 (meters)        (02/10/07)   ADJUSTED
 SJ1419* NAD 83(2007) EPOCH   -  2002.00
 SJ1419* NAVD 88 ORTHO HEIGHT -   397.044  (meters)    1302.64  (feet) ADJUSTED  
 SJ1419  ______________________________________________________________________
 SJ1419  NAD 83(2007) X  -   -243,642.098 (meters)                     COMP
 SJ1419  NAD 83(2007) Y  - -4,342,935.004 (meters)                     COMP
 SJ1419  NAD 83(2007) Z  -  4,649,643.283 (meters)                     COMP
 SJ1419  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 SJ1419  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 SJ1419  DYNAMIC HEIGHT  -        397.072 (meters)     1302.73  (feet) COMP
 SJ1419  MODELED GRAVITY -    980,673.4   (mgal)                       NAVD 88
 SJ1419
 SJ1419  VERT ORDER      -  SECOND    CLASS I
 SJ1419
 SJ1419  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SJ1419  Type                                         Horiz  Ellip  Dist(km)
 SJ1419  -------------------------------------------------------------------
 SJ1419  NETWORK                                       0.49   0.63
 SJ1419  -------------------------------------------------------------------
 SJ1419  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.65      2.79
 SJ1419  -------------------------------------------------------------------
 SJ1419  NOTE: Click here for information on individual local accuracy
 SJ1419  values and other accuracy information.
 SJ1419
 SJ1419
 SJ1419.The horizontal coordinates were established by GPS observations
 SJ1419.and adjusted by the National Geodetic Survey in February 2007.
 SJ1419
 SJ1419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ1419.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ1419
 SJ1419.The horizontal coordinates are valid at the epoch date displayed above
 SJ1419.which is a decimal equivalence of Year/Month/Day.
 SJ1419
 SJ1419.The orthometric height was determined by differential leveling and
 SJ1419.adjusted in June 1991.
 SJ1419
 SJ1419.Photographs are available for this station.
 SJ1419
 SJ1419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1419
 SJ1419.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1419
 SJ1419.The ellipsoidal height was determined by GPS observations
 SJ1419.and is referenced to NAD 83.
 SJ1419
 SJ1419.The dynamic height is computed by dividing the NAVD 88
 SJ1419.geopotential number by the normal gravity value computed on the
 SJ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1419.degrees latitude (g = 980.6199 gals.).
 SJ1419
 SJ1419.The modeled gravity was interpolated from observed gravity values.
 SJ1419
 SJ1419. The following values were computed from the NAD 83(2007) position.
 SJ1419
 SJ1419;                    North         East     Units Scale Factor Converg.
 SJ1419;SPC MN N     -   166,761.224   791,575.814   MT  0.99998445   -0 04 56.1
 SJ1419;SPC MN N     -   547,115.78  2,597,028.32   sFT  0.99998445   -0 04 56.1
 SJ1419;SPC MN C     -   333,985.207   878,874.652   MT  1.00001142   +0 45 05.8
 SJ1419;SPC MN C     - 1,095,749.80  2,883,441.25   sFT  1.00001142   +0 45 05.8
 SJ1419;UTM  15      - 5,216,348.828   483,990.756   MT  0.99960315   -0 09 16.4
 SJ1419
 SJ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1419!SPC MN N     -   0.99994236  x   0.99998445  =   0.99992681
 SJ1419!SPC MN C     -   0.99994236  x   1.00001142  =   0.99995378
 SJ1419!UTM  15      -   0.99994236  x   0.99960315  =   0.99954554
 SJ1419
 SJ1419                          SUPERSEDED SURVEY CONTROL
 SJ1419
 SJ1419  NAD 83(1996)-  47 06 01.63229(N)    093 12 39.50177(W) AD(       ) 1
 SJ1419  ELLIP H (01/28/04)  367.747  (m)                       GP(       ) 3 2
 SJ1419  NAD 83(1996)-  47 06 01.63280(N)    093 12 39.50147(W) AD(       ) 3
 SJ1419  NAD 83(1986)-  47 06 01.62688(N)    093 12 39.49596(W) AD(       ) 3
 SJ1419  NAD 27      -  47 06 01.83788(N)    093 12 38.74372(W) AD(       ) 3
 SJ1419  NAVD 88 (01/28/04)  397.04   (m)         1302.6    (f) LEVELING    3  
 SJ1419  NGVD 29 (??/??/92)  396.81   (m)         1301.9    (f) COMPUTED    2 0
 SJ1419
 SJ1419.Superseded values are not recommended for survey control.
 SJ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1419.See file dsdata.txt to determine how the superseded data were derived.
 SJ1419
 SJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8399016348(NAD 83)
 SJ1419
 SJ1419_MARKER: DV = VERTICAL CONTROL DISK
 SJ1419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1419_STAMPING: 3104 A 1 1974
 SJ1419_MARK LOGO: MNHD  
 SJ1419_PROJECTION: FLUSH
 SJ1419_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1419+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 SJ1419_ROD/PIPE-DEPTH: 12.2 meters
 SJ1419
 SJ1419  HISTORY     - Date     Condition        Report By
 SJ1419  HISTORY     - 19740401 MONUMENTED       MNHD
 SJ1419  HISTORY     - 1974     GOOD             MNDT
 SJ1419  HISTORY     - 20010828 GOOD             MNDT
 SJ1419  HISTORY     - 20010911 GOOD             MNDT
 SJ1419  HISTORY     - 20090803 GOOD             MNDT
 SJ1419
 SJ1419                          STATION DESCRIPTION
 SJ1419
 SJ1419'DESCRIBED BY MN HIGHWAY DEPT 1974
 SJ1419'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 SJ1419'TRUNK HIGHWAY 65 AT SWAN RIVER, GO NORTH EAST ON TRUNK HIGHWAY
 SJ1419'65 FOR 0.25 MILE TO THE RAILROAD CROSSING AND THE STATION 1.2
 SJ1419'MILES NORTH WEST ALONG THE BURLINGTON NORTHERN RAILROAD.
 SJ1419'
 SJ1419'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3104
 SJ1419'A1 1974, IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 40 FOOT LONG
 SJ1419'DRIVEN COPPER-COATED STEEL ROD AND IS FLUSH WITH THE SURFACE OF
 SJ1419'THE GROUND AND ABOUT LEVEL WITH THE RAILROAD TRACK.  THE MARK IS
 SJ1419'50.5 FEET NORTH EAST OF THE NORTH EAST RAIL OF THE RAILROAD, 37
 SJ1419'FEET NORTH WEST OF A TRAIL TO A GRAVEL PIT, 44.2 FEET NORTH OF A
 SJ1419'STOP SIGN POST, 99.8 FEET NORTH EAST OF TELEGRAPH POLE NUMBER A
 SJ1419'31 AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 SJ1419
 SJ1419                          STATION RECOVERY (1974)
 SJ1419
 SJ1419'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 SJ1419'1.25 MI NW FROM SWAN RIVER.
 SJ1419'THE MARK IS 1.2 MILES NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 SJ1419'FROM THE TRUNK HIGHWAY 65 CROSSING, WHICH IS 0.25 MILE NORTHWEST ALONG
 SJ1419'TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 65 AT SWAN
 SJ1419'RIVER.  IT IS AT RAILROAD MILEPOINT 93.8.  IT IS 50.5 FEET NORTHEAST
 SJ1419'OF THE NORTHEAST RAIL OF THE RAILROAD, 37 FEET NORTHWEST OF TRAIL TO
 SJ1419'GRAVEL PIT, 44.2 FEET NORTH OF STOP SIGN POST, 99.0 FEET NORTHEAST OF
 SJ1419'USC AND GS BENCH MARK D 31, AND IS 99.8 FEET NORTHEAST OF TELEGRAPH
 SJ1419'POLE NUMBER A 31.  IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 40
 SJ1419'FOOT LONG COPPER-COATED STEEL ROD THAT IS DRIVEN INTO THE GROUND. IT
 SJ1419'IS FLUSH WITH THE GROUND, IS ABOUT LEVEL WITH THE RAILROAD, IS 1.0
 SJ1419'FOOT SOUTH OF A NEW STEEL WITNESS POST, AND IS 98.7 FEET NORTHEAST OF
 SJ1419'THE EXISTING STEEL WITNESS POST FOR USC AND GS BENCH MARK D 31. SW 1/4
 SJ1419'SECTION 1, T 53N, R 23W.
 SJ1419
 SJ1419                          STATION RECOVERY (2001)
 SJ1419
 SJ1419'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SJ1419'1.2 MILES NORTHWEST OF SWAN RIVER, 0.95 MILES NORTHWEST ALONG TRUNK
 SJ1419'HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 65 IN
 SJ1419'SWAN RIVER, TO TRUNK HIGHWAY 2 MILEPOINT 202.1, THENCE 0.45 MILES
 SJ1419'NORTH ON COUNTY ROAD 475, 1.2 MILES NORTHWEST OF JUNCTION OF TRUNK
 SJ1419'HIGHWAY 65 AND RAILROAD, ALONG RAILROAD, 50.9 FEET NORTHEAST OF
 SJ1419'NORTHEAST RAIL OF RAILROAD, 37 FEET NORTHWEST OF COUNTY ROAD 475, 0.45
 SJ1419'MILES NORTH-NORTHWEST ON COUNTY ROAD 475, 44.0 FT NORTH OF STOP SIGN,
 SJ1419'0.8 FEET SOUTH-SOUTHWEST OF WITNESS POST, 99.02 FEET NORTHEAST OF BM D
 SJ1419'31
 SJ1419
 SJ1419                          STATION RECOVERY (2001)
 SJ1419
 SJ1419'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SJ1419'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ1419'THE MARK IS 1.2 MI (1.9 KM) NW OF SWAN RIVER, 0.95 MI (1.53 KM) NW
 SJ1419'ALONG TH 2 FROM JCT OF TH 2 AND TH 65 IN SWAN RIVER, TO TH 2 MP 202.1
 SJ1419'THENCE 0.45 MI (0.72 KM) NNW ALONG CO RD 475, 1.2 MI (1.9 KM) NW OF
 SJ1419'JCT OF TH 65 AND RR, ALONG RR, 50.9 FT (15.5 M) NE OF NE RAIL OF RR,
 SJ1419'37 FT (11.3 M) NW OF CO RD 475, 0.4 5 MI (8.0 KM) NNW ON CO RD 475,
 SJ1419'44.0 FT (13.4 M) NORTH OF STOP SIGN, 0.8 FT (24.4 CM) SSW OF WIT POST,
 SJ1419'99.02 FT (30.18 M) NE OF BM D 31, FLUSH, MAGNETIC, AND SUITABLE FOR
 SJ1419'GPS.
 SJ1419
 SJ1419                          STATION RECOVERY (2009)
 SJ1419
 SJ1419'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 SJ1419'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ1419'THE MARK IS 1.2 MILES NORTHWEST OF SWAN RIVER, 0.95 MILE NORTHWEST
 SJ1419'ALONG TRUNK HIGHWAY 2 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 SJ1419'HIGHWAY 65 IN SWAN RIVER TO TRUNK HIGHWAY 2 MILEPOINT 202.1, THEN 0.45
 SJ1419'MILE NORTH-NORTHWEST ON COUNTY ROAD 475, 1.2 MILES NORTHWEST OF
 SJ1419'JUNCTION OF TRUNK HIGHWAY 65 AND RAILROAD, ALONG RAILROAD, 50.9 FEET
 SJ1419'NORTHEAST OF NORTHEAST RAIL OF RAILROAD, 37 FEET NORTHWEST OF COUNTY
 SJ1419'ROAD 475, 44.0 FEET NORTH OF STOP SIGN, 99.02 FEET NORTHEAST OF BENCH
 SJ1419'MARK D 31, 0.8 FOOT SOUTH-SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1414 ***********************************************************************
 SJ1414  DESIGNATION -  3104 B
 SJ1414  PID         -  SJ1414
 SJ1414  STATE/COUNTY-  MN/ITASCA
 SJ1414  COUNTRY     -  US
 SJ1414  USGS QUAD   -  SWAN RIVER (1970)
 SJ1414
 SJ1414                         *CURRENT SURVEY CONTROL
 SJ1414  ______________________________________________________________________
 SJ1414* NAD 83(1986) POSITION- 47 06 23.4    (N) 093 14 02.5    (W)   HD_HELD2  
 SJ1414* NAVD 88 ORTHO HEIGHT -   402.934  (meters)    1321.96  (feet) ADJUSTED  
 SJ1414  ______________________________________________________________________
 SJ1414  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 SJ1414  DYNAMIC HEIGHT  -        402.964 (meters)     1322.06  (feet) COMP
 SJ1414  MODELED GRAVITY -    980,675.0   (mgal)                       NAVD 88
 SJ1414
 SJ1414  VERT ORDER      -  SECOND    CLASS I
 SJ1414
 SJ1414.The horizontal coordinates were established by autonomous hand held GPS
 SJ1414.observations and have an estimated accuracy of +/- 10 meters.
 SJ1414.
 SJ1414.The orthometric height was determined by differential leveling and
 SJ1414.adjusted in June 2012.
 SJ1414
 SJ1414.No vertical observational check was made to the station.
 SJ1414
 SJ1414.Photographs are available for this station.
 SJ1414
 SJ1414.The dynamic height is computed by dividing the NAVD 88
 SJ1414.geopotential number by the normal gravity value computed on the
 SJ1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1414.degrees latitude (g = 980.6199 gals.).
 SJ1414
 SJ1414.The modeled gravity was interpolated from observed gravity values.
 SJ1414
 SJ1414;                    North         East    Units  Estimated Accuracy
 SJ1414;SPC MN N     -   167,436.      789,827.      MT  (+/- 10 meters HH2 GPS)
 SJ1414
 SJ1414                          SUPERSEDED SURVEY CONTROL
 SJ1414
 SJ1414  NAVD 88 (06/15/91)  402.924  (m)         1321.93   (f) SUPERSEDED  2 0
 SJ1414  NGVD 29 (??/??/92)  402.67   (m)         1321.1    (f) COMPUTED    2 0
 SJ1414
 SJ1414.Superseded values are not recommended for survey control.
 SJ1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1414.See file dsdata.txt to determine how the superseded data were derived.
 SJ1414
 SJ1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8224317025(NAD 83)
 SJ1414
 SJ1414_MARKER: DV = VERTICAL CONTROL DISK
 SJ1414_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1414_STAMPING: 3104 B 1974
 SJ1414_MARK LOGO: MNHD  
 SJ1414_PROJECTION: FLUSH
 SJ1414_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1414+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 SJ1414
 SJ1414  HISTORY     - Date     Condition        Report By
 SJ1414  HISTORY     - UNK      MONUMENTED       MNDT
 SJ1414  HISTORY     - 1974     GOOD             MNDT
 SJ1414  HISTORY     - 20041022 GOOD             GEOCAC
 SJ1414  HISTORY     - 20090803 GOOD             MNDT
 SJ1414
 SJ1414                          STATION DESCRIPTION
 SJ1414
 SJ1414'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1414'2.1 MI SE FROM WARBA.
 SJ1414'THE MARK IS 2.1 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM BRIDGE 5227
 SJ1414'(TRUNK HIGHWAY 2 OVER THE SWAN RIVER) AT WARBA.  IT IS AT TRUNK
 SJ1414'HIGHWAY 2 MILEPOINT 200.75.  IT IS 106 FEET NORTHEAST OF THE
 SJ1414'CENTERLINE OF TRUNK HIGHWAY 2, 40 FEET WEST OF THE WEST EDGE OF WOODS
 SJ1414'(BIRCH AND POPLAR), 24 FEET SOUTHEAST OF THE CENTER OF A FIELD ROAD,
 SJ1414'AND 76 FEET NORTHEAST OF THE SOUTHEAST END OF AN 18 INCH CORRUGATED
 SJ1414'METAL PIPE UNDER ENTRANCE NORTHEAST.  IT IS CRIMPED TO THE TOP OF A
 SJ1414'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO
 SJ1414'THE GROUND.  IT PROJECTS 3 INCHES ABOVE THE GROUND, IS 2 FEET ABOVE
 SJ1414'THE LEVEL OF TRUNK HIGHWAY 2 AND IS 0.9 FOOT SOUTHWEST OF A NEW STEEL
 SJ1414'WITNESS POST.  NE 1/4 SECTION 3, T 53N, R 23W.
 SJ1414
 SJ1414                          STATION RECOVERY (2004)
 SJ1414
 SJ1414'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ1414'RECOVERED IN GOOD CONDITION.
 SJ1414
 SJ1414                          STATION RECOVERY (2009)
 SJ1414
 SJ1414'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 SJ1414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1412 ***********************************************************************
 SJ1412  DESIGNATION -  3104 C
 SJ1412  PID         -  SJ1412
 SJ1412  STATE/COUNTY-  MN/ITASCA
 SJ1412  COUNTRY     -  US
 SJ1412  USGS QUAD   -  SWAN RIVER (1970)
 SJ1412
 SJ1412                         *CURRENT SURVEY CONTROL
 SJ1412  ______________________________________________________________________
 SJ1412* NAD 83(1986) POSITION- 47 07 10.     (N) 093 15 00.     (W)   SCALED    
 SJ1412* NAVD 88 ORTHO HEIGHT -   389.692  (meters)    1278.51  (feet) ADJUSTED  
 SJ1412  ______________________________________________________________________
 SJ1412  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 SJ1412  DYNAMIC HEIGHT  -        389.721 (meters)     1278.61  (feet) COMP
 SJ1412  MODELED GRAVITY -    980,677.1   (mgal)                       NAVD 88
 SJ1412
 SJ1412  VERT ORDER      -  SECOND    CLASS 0
 SJ1412
 SJ1412.The horizontal coordinates were scaled from a topographic map and have
 SJ1412.an estimated accuracy of +/- 6 seconds.
 SJ1412.
 SJ1412.The orthometric height was determined by differential leveling and
 SJ1412.adjusted in June 1991.
 SJ1412
 SJ1412.Photographs are available for this station.
 SJ1412
 SJ1412.The dynamic height is computed by dividing the NAVD 88
 SJ1412.geopotential number by the normal gravity value computed on the
 SJ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1412.degrees latitude (g = 980.6199 gals.).
 SJ1412
 SJ1412.The modeled gravity was interpolated from observed gravity values.
 SJ1412
 SJ1412;                    North         East    Units  Estimated Accuracy
 SJ1412;SPC MN N     -   168,880.      788,620.      MT  (+/- 180 meters Scaled)
 SJ1412
 SJ1412                          SUPERSEDED SURVEY CONTROL
 SJ1412
 SJ1412  NGVD 29 (??/??/92)  389.44   (m)         1277.7    (f) COMPUTED    2 0
 SJ1412
 SJ1412.Superseded values are not recommended for survey control.
 SJ1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1412.See file dsdata.txt to determine how the superseded data were derived.
 SJ1412
 SJ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN810184(NAD 83)
 SJ1412
 SJ1412_MARKER: DD = SURVEY DISK
 SJ1412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ1412_SP_SET: CULVERT
 SJ1412_STAMPING: 3104 C 1974
 SJ1412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1412
 SJ1412  HISTORY     - Date     Condition        Report By
 SJ1412  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1412  HISTORY     - 20041022 GOOD             GEOCAC
 SJ1412
 SJ1412                          STATION DESCRIPTION
 SJ1412
 SJ1412'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1412'1.0 MI SE FROM WARBA.
 SJ1412'THE MARK IS 1.0 MILE SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM BRIDGE 5227
 SJ1412'(TRUNK HIGHWAY 2 OVER SWAN RIVER) AT WARBA.  IT IS AT MILEPOINT 199.5.
 SJ1412'IT IS 32 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 2, AND IS
 SJ1412'SET IN A DRILL HOLE IN THE SOUTHEAST CORNER (MOST EASTERLY) OF
 SJ1412'SOUTHWEST HEADWALL OF 7 FOOT BY 7 FOOT BOX CULVERT (SMALL CREEK UNDER
 SJ1412'TRUNK HIGHWAY 2).  IT IS SET NEXT TO A CHISELED 2 INCH SQUARE AND IS
 SJ1412'47.0 FEET EAST OF LAG BOLT IN A 10 INCH ASH.  IT IS ABOUT 3 FEET BELOW
 SJ1412'THE LEVEL OF TRUNK HIGHWAY 2.  NW 1/4 SECTION 34, T 54N, R 23W.
 SJ1412
 SJ1412                          STATION RECOVERY (2004)
 SJ1412
 SJ1412'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1411 ***********************************************************************
 SJ1411  DESIGNATION -  3104 D
 SJ1411  PID         -  SJ1411
 SJ1411  STATE/COUNTY-  MN/ITASCA
 SJ1411  COUNTRY     -  US
 SJ1411  USGS QUAD   -  WARBA (1970)
 SJ1411
 SJ1411                         *CURRENT SURVEY CONTROL
 SJ1411  ______________________________________________________________________
 SJ1411* NAD 83(1996) POSITION- 47 07 40.61286(N) 093 15 35.39570(W)   ADJUSTED  
 SJ1411* NAVD 88 ORTHO HEIGHT -   391.846  (meters)    1285.58  (feet) ADJUSTED  
 SJ1411  ______________________________________________________________________
 SJ1411  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC09
 SJ1411  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 SJ1411  DYNAMIC HEIGHT  -        391.876 (meters)     1285.68  (feet) COMP
 SJ1411  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 SJ1411
 SJ1411  HORZ ORDER      -  SECOND
 SJ1411  VERT ORDER      -  SECOND    CLASS 0
 SJ1411
 SJ1411.The horizontal coordinates were established by classical geodetic methods
 SJ1411.and adjusted by the National Geodetic Survey in March 1999.
 SJ1411.
 SJ1411.The orthometric height was determined by differential leveling and
 SJ1411.adjusted in June 1991.
 SJ1411
 SJ1411.Photographs are available for this station.
 SJ1411
 SJ1411.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1411
 SJ1411.The dynamic height is computed by dividing the NAVD 88
 SJ1411.geopotential number by the normal gravity value computed on the
 SJ1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1411.degrees latitude (g = 980.6199 gals.).
 SJ1411
 SJ1411.The modeled gravity was interpolated from observed gravity values.
 SJ1411
 SJ1411. The following values were computed from the NAD 83(1996) position.
 SJ1411
 SJ1411;                    North         East     Units Scale Factor Converg.
 SJ1411;SPC MN N     -   169,824.312   787,873.127   MT  0.99997847   -0 07 06.5
 SJ1411;SPC MN N     -   557,165.26  2,584,880.42   sFT  0.99997847   -0 07 06.5
 SJ1411;UTM  15      - 5,219,415.417   480,293.324   MT  0.99960477   -0 11 25.5
 SJ1411
 SJ1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1411!SPC MN N     -   0.99994318  x   0.99997847  =   0.99992165
 SJ1411!UTM  15      -   0.99994318  x   0.99960477  =   0.99954797
 SJ1411
 SJ1411                          SUPERSEDED SURVEY CONTROL
 SJ1411
 SJ1411  NAD 83(1986)-  47 07 40.60744(N)    093 15 35.39142(W) AD(       ) 2
 SJ1411  NAD 27      -  47 07 40.81794(N)    093 15 34.63840(W) AD(       ) 2
 SJ1411  NGVD 29 (??/??/92)  391.60   (m)         1284.8    (f) COMPUTED    2 0
 SJ1411
 SJ1411.Superseded values are not recommended for survey control.
 SJ1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1411.See file dsdata.txt to determine how the superseded data were derived.
 SJ1411
 SJ1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8029319415(NAD 83)
 SJ1411
 SJ1411_MARKER: DV = VERTICAL CONTROL DISK
 SJ1411_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1411+WITH SETTING: INTO GROUND
 SJ1411_STAMPING: 3104 D 1974
 SJ1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1411+STABILITY: SURFACE MOTION
 SJ1411
 SJ1411  HISTORY     - Date     Condition        Report By
 SJ1411  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1411  HISTORY     - 1974     GOOD             MNDT
 SJ1411  HISTORY     - 20041022 GOOD             GEOCAC
 SJ1411
 SJ1411                          STATION DESCRIPTION
 SJ1411
 SJ1411'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1411'TO REACH THE STATION FROM THE POST OFFICE IN WARBA, GO EAST ON
 SJ1411'TRUNK HIGHWAY 2 FOR 0.4 MILES TO THE MARK ON THE LEFT AT TRUNK
 SJ1411'HIGHWAY 2 MILEPOST 198.7, NEAR THE EAST END OF THE CURVE ON
 SJ1411'TRUNK HIGHWAY 2.
 SJ1411'
 SJ1411'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3104
 SJ1411'D 1974, IS CRIMPED ON A 32 FOOT LONG DRIVEN COPPER COATED STEEL
 SJ1411'ROD.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 SJ1411'AND IS 77.0 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2,
 SJ1411'47.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 31.4 FEET
 SJ1411'EAST-SOUTHEAST OF A TELEGRAPH POLE (NO. 30), 1.0 FOOT SOUTHWEST OF
 SJ1411'A STEEL WITNESS POST AND ABOUT 2.0 FEET HIGHER THAN THE LEVEL OF
 SJ1411'THE RAILROAD TRACK.
 SJ1411
 SJ1411                          STATION RECOVERY (1974)
 SJ1411
 SJ1411'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 SJ1411'0.2 MI ESE FROM WARBA.
 SJ1411'THE MARK IS 0.2 MILE EAST-SOUTH EASTERLY ALONG TRUNK HIGHWAY 2 FROM
 SJ1411'BRIDGE 5227 (TRUNK HIGHWAY 2 OVER SWAN RIVER) AT WARBA.  IT IS AT
 SJ1411'MILEPOINT 198.8.  IT IS 76.7 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 SJ1411'HIGHWAY 2, IS 47.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SJ1411'BURLINGTON NORTHERN RAILROAD, IS 90.0 FEET SOUTHWEST OF MHD TRAVERSE
 SJ1411'STATION REED, IS 104.0 FEET WEST OF USGS SURVEY STATION WARBA AND IS
 SJ1411'31.4 FEET SOUTHEAST OF TELEGRAPH POLE NUMBER 30.  IT IS CRIMPED ON TOP
 SJ1411'OF A 5/8 INCH DIAMETER BY 32 FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 SJ1411'INTO THE GROUND.  IT PROJECTS 3 INCHES ABOVE THE GROUND, IS ABOUT
 SJ1411'LEVEL WITH TRUNK HIGHWAY 2 AND IS 1.0 FOOT SOUTHWEST OF A NEW STEEL
 SJ1411'WITNESS POST.  SE 1/4 SECTION 28, T 54N, R 23W.
 SJ1411
 SJ1411                          STATION RECOVERY (2004)
 SJ1411
 SJ1411'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1398 ***********************************************************************
 SJ1398  DESIGNATION -  3104 F
 SJ1398  PID         -  SJ1398
 SJ1398  STATE/COUNTY-  MN/ITASCA
 SJ1398  COUNTRY     -  US
 SJ1398  USGS QUAD   -  WARBA (1970)
 SJ1398
 SJ1398                         *CURRENT SURVEY CONTROL
 SJ1398  ______________________________________________________________________
 SJ1398* NAD 83(1986) POSITION- 47 08 53.9    (N) 093 19 19.3    (W)   HD_HELD2  
 SJ1398* NAVD 88 ORTHO HEIGHT -   392.724  (meters)    1288.46  (feet) ADJUSTED  
 SJ1398  ______________________________________________________________________
 SJ1398  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 SJ1398  DYNAMIC HEIGHT  -        392.757 (meters)     1288.57  (feet) COMP
 SJ1398  MODELED GRAVITY -    980,683.7   (mgal)                       NAVD 88
 SJ1398
 SJ1398  VERT ORDER      -  SECOND    CLASS 0
 SJ1398
 SJ1398.The horizontal coordinates were established by autonomous hand held GPS
 SJ1398.observations and have an estimated accuracy of +/- 10 meters.
 SJ1398.
 SJ1398.The orthometric height was determined by differential leveling and
 SJ1398.adjusted in June 1991.
 SJ1398
 SJ1398.Photographs are available for this station.
 SJ1398
 SJ1398.The dynamic height is computed by dividing the NAVD 88
 SJ1398.geopotential number by the normal gravity value computed on the
 SJ1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1398.degrees latitude (g = 980.6199 gals.).
 SJ1398
 SJ1398.The modeled gravity was interpolated from observed gravity values.
 SJ1398
 SJ1398;                    North         East    Units  Estimated Accuracy
 SJ1398;SPC MN N     -   172,099.      783,161.      MT  (+/- 10 meters HH2 GPS)
 SJ1398
 SJ1398                          SUPERSEDED SURVEY CONTROL
 SJ1398
 SJ1398  NGVD 29 (??/??/92)  392.48   (m)         1287.7    (f) COMPUTED    2 0
 SJ1398
 SJ1398.Superseded values are not recommended for survey control.
 SJ1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1398.See file dsdata.txt to determine how the superseded data were derived.
 SJ1398
 SJ1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7558521695(NAD 83)
 SJ1398
 SJ1398_MARKER: DV = VERTICAL CONTROL DISK
 SJ1398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ1398_SP_SET: CULVERT
 SJ1398_STAMPING: 3104 F 1974
 SJ1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1398
 SJ1398  HISTORY     - Date     Condition        Report By
 SJ1398  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1398
 SJ1398                          STATION DESCRIPTION
 SJ1398
 SJ1398'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1398'3 MI NW FROM WARBA.
 SJ1398'THE MARK IS LOCATED 3.2 MILES NORTHWESTERLY ALONG TRUNK HIGHWAY 2 FROM
 SJ1398'BRIDGE NUMBER 5227 (TRUNK HIGHWAY 2 OVER SWAN RIVER), AND IS AT
 SJ1398'MILEPOINT 195.35.  IT IS 30.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 SJ1398'TRUNK HIGHWAY 2 AND IS SET IN THE SOUTHEAST CORNER OF THE SOUTHEAST
 SJ1398'HEADWALL OF A 6 FOOT BY 6 FOOT BOX CULVERT (TRUNK HIGHWAY 2 AT SMALL
 SJ1398'CREEK).  IT IS 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 2. NE 1/4
 SJ1398'SECTION 24, T 54N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1395 ***********************************************************************
 SJ1395  DESIGNATION -  3104 G
 SJ1395  PID         -  SJ1395
 SJ1395  STATE/COUNTY-  MN/ITASCA
 SJ1395  COUNTRY     -  US
 SJ1395  USGS QUAD   -  WARBA (1970)
 SJ1395
 SJ1395                         *CURRENT SURVEY CONTROL
 SJ1395  ______________________________________________________________________
 SJ1395* NAD 83(1996) POSITION- 47 09 09.04653(N) 093 19 17.49128(W)   NO CHECK  
 SJ1395* NAVD 88 ORTHO HEIGHT -   395.748  (meters)    1298.38  (feet) ADJUSTED  
 SJ1395  ______________________________________________________________________
 SJ1395  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC09
 SJ1395  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 SJ1395  DYNAMIC HEIGHT  -        395.780 (meters)     1298.49  (feet) COMP
 SJ1395  MODELED GRAVITY -    980,684.2   (mgal)                       NAVD 88
 SJ1395
 SJ1395  HORZ ORDER      -  THIRD
 SJ1395  VERT ORDER      -  SECOND    CLASS 0
 SJ1395
 SJ1395.The horizontal coordinates were established by classical geodetic methods
 SJ1395.and adjusted by the National Geodetic Survey in March 1999.
 SJ1395.
 SJ1395.No horizontal observational check was made to the station.
 SJ1395.
 SJ1395.The orthometric height was determined by differential leveling and
 SJ1395.adjusted in June 1991.
 SJ1395
 SJ1395.Photographs are available for this station.
 SJ1395
 SJ1395.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1395
 SJ1395.The dynamic height is computed by dividing the NAVD 88
 SJ1395.geopotential number by the normal gravity value computed on the
 SJ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1395.degrees latitude (g = 980.6199 gals.).
 SJ1395
 SJ1395.The modeled gravity was interpolated from observed gravity values.
 SJ1395
 SJ1395. The following values were computed from the NAD 83(1996) position.
 SJ1395
 SJ1395;                    North         East     Units Scale Factor Converg.
 SJ1395;SPC MN N     -   172,566.751   783,200.142   MT  0.99997332   -0 09 51.1
 SJ1395;SPC MN N     -   566,162.75  2,569,549.13   sFT  0.99997332   -0 09 51.1
 SJ1395;UTM  15      - 5,222,162.687   475,625.504   MT  0.99960730   -0 14 08.6
 SJ1395
 SJ1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1395!SPC MN N     -   0.99994257  x   0.99997332  =   0.99991589
 SJ1395!UTM  15      -   0.99994257  x   0.99960730  =   0.99954989
 SJ1395
 SJ1395                          SUPERSEDED SURVEY CONTROL
 SJ1395
 SJ1395  NAD 83(1986)-  47 09 09.04140(N)    093 19 17.48744(W) AD(       ) 3
 SJ1395  NAD 27      -  47 09 09.25122(N)    093 19 16.72974(W) AD(       ) 3
 SJ1395  NGVD 29 (??/??/92)  395.50   (m)         1297.6    (f) COMPUTED    2 0
 SJ1395
 SJ1395.Superseded values are not recommended for survey control.
 SJ1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1395.See file dsdata.txt to determine how the superseded data were derived.
 SJ1395
 SJ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7562522162(NAD 83)
 SJ1395
 SJ1395_MARKER: DV = VERTICAL CONTROL DISK
 SJ1395_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1395+WITH SETTING: INTO GROUND
 SJ1395_STAMPING: 3104 G 1974
 SJ1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1395+STABILITY: SURFACE MOTION
 SJ1395
 SJ1395  HISTORY     - Date     Condition        Report By
 SJ1395  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1395  HISTORY     - 1974     GOOD             MNHD
 SJ1395
 SJ1395                          STATION DESCRIPTION
 SJ1395
 SJ1395'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1395'TO REACH THE STATION FROM THE POST OFFICE IN WARBA, GO WEST AND
 SJ1395'NORTHWEST ON TRUNK HIGHWAY 2 FOR 3.3 MILES TO A T-ROAD ON THE
 SJ1395'RIGHT (ALSO A REST AREA), TURN RIGHT AND GO NORTH ON THE TOWNSHIP
 SJ1395'ROAD FOR 0.15 MILES TO THE RAILROAD TRACKS, CROSS TRACKS AND GO
 SJ1395'EAST-SOUTHEAST FOR 0.07 MILE ALONG THE TRACKS TO THE STATION ON
 SJ1395'THE LEFT AT TRUNK HIGHWAY 2 MILEPOST 195.3.
 SJ1395'
 SJ1395'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3104 G
 SJ1395'1974, IS CRIMPED ON A 5/8 INCH DIAMETER BY 24 FOOT LONG DRIVEN
 SJ1395'COPPER-COATED STEEL ROD AND PROJECTS 0.2 FOOT ABOVE THE
 SJ1395'SURFACE OF THE GROUND.  THE MARK IS 68.0 FEET NORTH-NORTHEAST OF
 SJ1395'THE NORTH-NORTHEAST RAIL OF THE MAIN TRACK, 73.5 FEET EAST OF A
 SJ1395'TELEGRAPH POLE (NO. 4), 65.0 FEET NORTH OF ANOTHER TELEGRAPH
 SJ1395'POLE, 1.3 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST AND IS
 SJ1395'ABOUT 2.0 FEET HIGHER THAN THE LEVEL OF THE RAILROAD TRACK.
 SJ1395
 SJ1395                          STATION RECOVERY (1974)
 SJ1395
 SJ1395'RECOVERY NOTE BY MN HIGHWAY DEPT 1974
 SJ1395'3.1 MI NW FROM WARBA.
 SJ1395'THE MARK IS LOCATED 3.45 MILES NORTHWESTERLY ALONG TRUNK HIGHWAY 2
 SJ1395'(MILEPOINT 195.35) FROM BRIDGE NUMBER 5227 (TRUNK HIGHWAY 2 OVER SWAN
 SJ1395'RIVER) AT WARBA, TO A FIELD ROAD NORTHEAST (MILEPOINT 195.35). THENCE
 SJ1395'NORTHEAST ALONG THE FIELD ROAD FOR APPROXIMATELY 0.1 MILE TO
 SJ1395'BURLINGTON NORTHERN RAILROAD.  THENCE SOUTHEASTERLY ALONG THE RAILROAD
 SJ1395'FOR 300 FEET.  IT IS 68.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 SJ1395'TRACKS, 65.2 FEET NORTH-NORTHWEST OF A TELEGRAPH POLE, 95.8 FEET
 SJ1395'NORTH-NORTHWEST OF TRAVERSE STATION FEELEY, AND 119.0 FEET NORTHWEST
 SJ1395'OF FEELEY REFERENCE MARK NUMBER 1.  IT IS CRIMPED ON TOP OF A 5/8 INCH
 SJ1395'DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO THE
 SJ1395'GROUND.  IT PROJECTS 1 INCH ABOVE THE GROUND, IS ABOUT 3 FEET ABOVE
 SJ1395'THE LEVEL OF THE RAILROAD AND IS 1.2 FEET SOUTHWEST OF A STEEL WITNESS
 SJ1395'POST.  NE 1/4 SECTION 24, T 54N. R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1390 ***********************************************************************
 SJ1390  DESIGNATION -  3104 H
 SJ1390  PID         -  SJ1390
 SJ1390  STATE/COUNTY-  MN/ITASCA
 SJ1390  COUNTRY     -  US
 SJ1390  USGS QUAD   -  WARBA (1970)
 SJ1390
 SJ1390                         *CURRENT SURVEY CONTROL
 SJ1390  ______________________________________________________________________
 SJ1390* NAD 83(1996) POSITION- 47 10 08.49652(N) 093 21 44.62101(W)   NO CHECK  
 SJ1390* NAVD 88 ORTHO HEIGHT -   397.376  (meters)    1303.72  (feet) ADJUSTED  
 SJ1390  ______________________________________________________________________
 SJ1390  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC09
 SJ1390  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 SJ1390  DYNAMIC HEIGHT  -        397.410 (meters)     1303.84  (feet) COMP
 SJ1390  MODELED GRAVITY -    980,685.8   (mgal)                       NAVD 88
 SJ1390
 SJ1390  HORZ ORDER      -  THIRD
 SJ1390  VERT ORDER      -  SECOND    CLASS 0
 SJ1390
 SJ1390.The horizontal coordinates were established by classical geodetic methods
 SJ1390.and adjusted by the National Geodetic Survey in March 1999.
 SJ1390.
 SJ1390.No horizontal observational check was made to the station.
 SJ1390.
 SJ1390.The orthometric height was determined by differential leveling and
 SJ1390.adjusted in June 1991.
 SJ1390
 SJ1390.Photographs are available for this station.
 SJ1390
 SJ1390.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1390
 SJ1390.The dynamic height is computed by dividing the NAVD 88
 SJ1390.geopotential number by the normal gravity value computed on the
 SJ1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1390.degrees latitude (g = 980.6199 gals.).
 SJ1390
 SJ1390.The modeled gravity was interpolated from observed gravity values.
 SJ1390
 SJ1390. The following values were computed from the NAD 83(1996) position.
 SJ1390
 SJ1390;                    North         East     Units Scale Factor Converg.
 SJ1390;SPC MN N     -   174,412.304   780,106.968   MT  0.99996996   -0 11 40.2
 SJ1390;SPC MN N     -   572,217.70  2,559,400.94   sFT  0.99996996   -0 11 40.2
 SJ1390;UTM  15      - 5,224,011.422   472,535.755   MT  0.99960927   -0 15 56.8
 SJ1390
 SJ1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1390!SPC MN N     -   0.99994231  x   0.99996996  =   0.99991227
 SJ1390!UTM  15      -   0.99994231  x   0.99960927  =   0.99955160
 SJ1390
 SJ1390                          SUPERSEDED SURVEY CONTROL
 SJ1390
 SJ1390  NAD 83(1986)-  47 10 08.49205(N)    093 21 44.61842(W) AD(       ) 3
 SJ1390  NAD 27      -  47 10 08.70223(N)    093 21 43.85952(W) AD(       ) 3
 SJ1390  NGVD 29 (??/??/92)  397.14   (m)         1303.0    (f) COMPUTED    2 0
 SJ1390
 SJ1390.Superseded values are not recommended for survey control.
 SJ1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1390.See file dsdata.txt to determine how the superseded data were derived.
 SJ1390
 SJ1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7253524011(NAD 83)
 SJ1390
 SJ1390_MARKER: DV = VERTICAL CONTROL DISK
 SJ1390_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1390+WITH SETTING: INTO GROUND
 SJ1390_STAMPING: 3104 H 1974
 SJ1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1390+STABILITY: SURFACE MOTION
 SJ1390
 SJ1390  HISTORY     - Date     Condition        Report By
 SJ1390  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1390  HISTORY     - 1974     GOOD             MNDT
 SJ1390
 SJ1390                          STATION DESCRIPTION
 SJ1390
 SJ1390'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1390'TO REACH THE STATION FROM THE EAST JUNCTION OF TRUNK HIGHWAY 2 AND
 SJ1390'TRUNK HIGHWAY 169 IN GRAND RAPIDS, GO SOUTHEAST ON TRUNK HIGHWAY
 SJ1390'2 FOR 7.45 MILES TO THE TOWN OF BLACKBERRY (COUNTY ROAD 71),
 SJ1390'CONTINUE EAST ON TRUNK HIGHWAY 2 FOR 1.55 MILES TO AN ENTRANCE
 SJ1390'NORTH, TURN LEFT AND GO NORTH FOR 130 FEET AND THE STATION 250
 SJ1390'FEET SOUTHEAST ALONG THE RAILROAD TRACK.  TO REACH THE STATION
 SJ1390'FROM THE POST OFFICE IN WARBA, GO WEST AND NORTHWEST ON TRUNK
 SJ1390'HIGHWAY 2 FOR 5.55 MILES TO THE ENTRANCE AND THE STATION ON THE
 SJ1390'RIGHT AT TRUNK HIGHWAY 2 MILEPOST 192.9.
 SJ1390'
 SJ1390'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3104 H
 SJ1390'1974, IS CRIMPED ON A 5/8 INCH DIAMETER BY 48 FOOT LONG DRIVEN
 SJ1390'COPPER COATED STEEL ROD.  THE MARK IS SET FLUSH WITH THE LEVEL OF
 SJ1390'THE GROUND AND IS 12.8 FEET WEST OF A TELEGRAPH POLE (NO. 4), 48.0
 SJ1390'FEET NORTH-NORTHEAST OF THE NORTHEAST RAIL, 0.7 FEET
 SJ1390'SOUTH-SOUTHWEST OF A FENCELINE, 0.7 FOOT SOUTH-SOUTHWEST OF A
 SJ1390'STEEL WITNESS POST, AND ABOUT 2.0 FEET LOWER THAN THE LEVEL OF THE
 SJ1390'RAILROAD TRACK.
 SJ1390
 SJ1390                          STATION RECOVERY (1974)
 SJ1390
 SJ1390'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 SJ1390'1.6 MI SE FROM BLACKBERRY.
 SJ1390'THE MARK IS LOCATED 1.6 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 SJ1390'JUNCTION OF COUNTY ROAD 71 AT BLACKBERRY.  IT IS AT MILE POINT 193.05.
 SJ1390'IT IS 180 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 47.5
 SJ1390'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN
 SJ1390'RAILROAD, 50.0 FEET EAST OF MHD TRAVERSE STATION EINO, 100.5 FEET
 SJ1390'NORTHEAST OF EINO REFERENCE MARK NUMBER 2, 12.7 FEET, NORTHWEST OF
 SJ1390'TELEGRAPH POLE NUMBER 4, AND 91.0 FEET NORTHEAST OF TELEGRAPH POLE
 SJ1390'NUMBER 455.  IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 48 FOOT
 SJ1390'LONG COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT IS FLUSH WITH
 SJ1390'THE GROUND, IS ABOUT LEVEL WITH THE RAILROAD, AND IS 0.6 FEET
 SJ1390'SOUTHEAST OF A STEEL WITNESS POST.  SW 1/4 SECTION 11, T 54N. R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1183 ***********************************************************************
 SJ1183  DESIGNATION -  3104 J
 SJ1183  PID         -  SJ1183
 SJ1183  STATE/COUNTY-  MN/ITASCA
 SJ1183  COUNTRY     -  US
 SJ1183  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1183
 SJ1183                         *CURRENT SURVEY CONTROL
 SJ1183  ______________________________________________________________________
 SJ1183* NAD 83(1996) POSITION- 47 11 16.98926(N) 093 24 19.15295(W)   NO CHECK  
 SJ1183* NAVD 88 ORTHO HEIGHT -   398.029  (meters)    1305.87  (feet) ADJUSTED  
 SJ1183  ______________________________________________________________________
 SJ1183  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC09
 SJ1183  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 SJ1183  DYNAMIC HEIGHT  -        398.063 (meters)     1305.98  (feet) COMP
 SJ1183  MODELED GRAVITY -    980,687.1   (mgal)                       NAVD 88
 SJ1183
 SJ1183  HORZ ORDER      -  THIRD
 SJ1183  VERT ORDER      -  SECOND    CLASS 0
 SJ1183
 SJ1183.The horizontal coordinates were established by classical geodetic methods
 SJ1183.and adjusted by the National Geodetic Survey in March 1999.
 SJ1183.
 SJ1183.No horizontal observational check was made to the station.
 SJ1183.
 SJ1183.The orthometric height was determined by differential leveling and
 SJ1183.adjusted in June 1991.
 SJ1183
 SJ1183.Photographs are available for this station.
 SJ1183
 SJ1183.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1183
 SJ1183.The dynamic height is computed by dividing the NAVD 88
 SJ1183.geopotential number by the normal gravity value computed on the
 SJ1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1183.degrees latitude (g = 980.6199 gals.).
 SJ1183
 SJ1183.The modeled gravity was interpolated from observed gravity values.
 SJ1183
 SJ1183. The following values were computed from the NAD 83(1996) position.
 SJ1183
 SJ1183;                    North         East     Units Scale Factor Converg.
 SJ1183;SPC MN N     -   176,539.347   776,861.007   MT  0.99996618   -0 13 34.7
 SJ1183;SPC MN N     -   579,196.17  2,548,751.49   sFT  0.99996618   -0 13 34.7
 SJ1183;UTM  15      - 5,226,141.732   469,293.598   MT  0.99961159   -0 17 50.4
 SJ1183
 SJ1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1183!SPC MN N     -   0.99994220  x   0.99996618  =   0.99990839
 SJ1183!UTM  15      -   0.99994220  x   0.99961159  =   0.99955382
 SJ1183
 SJ1183                          SUPERSEDED SURVEY CONTROL
 SJ1183
 SJ1183  NAD 83(1986)-  47 11 16.98518(N)    093 24 19.15081(W) AD(       ) 3
 SJ1183  NAD 27      -  47 11 17.19473(N)    093 24 18.38952(W) AD(       ) 3
 SJ1183  NGVD 29 (??/??/92)  397.79   (m)         1305.1    (f) COMPUTED    2 0
 SJ1183
 SJ1183.Superseded values are not recommended for survey control.
 SJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1183.See file dsdata.txt to determine how the superseded data were derived.
 SJ1183
 SJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6929326141(NAD 83)
 SJ1183
 SJ1183_MARKER: DV = VERTICAL CONTROL DISK
 SJ1183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1183+WITH SETTING: INTO GROUND
 SJ1183_STAMPING: 3104 J 1974
 SJ1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1183+STABILITY: SURFACE MOTION
 SJ1183
 SJ1183  HISTORY     - Date     Condition        Report By
 SJ1183  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1183  HISTORY     - 1974     GOOD             MNDT
 SJ1183
 SJ1183                          STATION DESCRIPTION
 SJ1183
 SJ1183'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1183'TO REACH THE STATION FROM THE EAST JUNCTION OF TRUNK HIGHWAY 2 AND
 SJ1183'TRUNK HIGHWAY 169 IN GRAND RAPIDS, GO SOUTHEAST ON TRUNK HIGHWAY 2
 SJ1183'FOR 6.55 MILES TO A NORTH-SOUTH CROSSROAD (HAZELWOOD CEMETERY ON
 SJ1183'LEFT), TURN LEFT AND GO NORTH ON THE GRAVEL ROAD FOR 0.05 MILE TO
 SJ1183'THE RAILROAD TRACKS AND THE STATION.
 SJ1183'
 SJ1183'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3104 J
 SJ1183'1974, IS CRIMPED ON A 5/8 INCH DIAMETER BY 24 FOOT LONG DRIVEN
 SJ1183'COPPER COATED STEEL ROD.  THE MARK PROJECTS 3 INCHES ABOVE THE
 SJ1183'SURFACE OF THE GROUND AND IS 28.0 FEET EAST OF A 20 INCH WHITE
 SJ1183'PINE TREE, 19.0 FEET WEST OF A TELEGRAPH POLE, 54.5 FEET
 SJ1183'SOUTH-SOUTHWEST OF THE SOUTHWEST RAIL, 1.0 FOOT NORTH-NORTHEAST
 SJ1183'OF A STEEL WITNESS POST AND ABOUT 5.0 FEET HIGHER THAN THE LEVEL
 SJ1183'OF THE RAILROAD TRACK.
 SJ1183
 SJ1183                          STATION RECOVERY (1974)
 SJ1183
 SJ1183'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 SJ1183'0.8 MI NW FROM BLACKBERRY.
 SJ1183'THE MARK IS LOCATED 0.85 MILE NORTHWEST ALONG THE BURLINGTON NORTHERN
 SJ1183'RAILROAD FROM THE COUNTY ROAD 71 CROSSING IN BLACKBERRY AND IS 0.1
 SJ1183'MILE SOUTHEAST OF A NORTH-SOUTH TOWNSHIP ROAD CROSSING.  IT IS 54.8
 SJ1183'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACKS, 79.0 FEET
 SJ1183'SOUTHEAST OF MHD TRAVERSE STATION HAZEL, 119.0 FEET SOUTH OF USGS
 SJ1183'BLACK REFERENCE MARK NUMBER 1, 19.0 FEET SOUTH OF A TELEGRAPH POLE,
 SJ1183'AND 28.4 FEET SOUTHEAST OF A 30 INCH WHITE PINE.  IT IS CRIMPED ON TOP
 SJ1183'OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 SJ1183'INTO THE GROUND.  IT PROJECTS 3 INCHES ABOVE THE GROUND, IS ABOUT 5
 SJ1183'FEET ABOVE THE LEVEL OF THE RAILROAD AND IS 1.0 FOOT NORTHEAST OF A
 SJ1183'STEEL WITNESS POST.  NW 1/4 SECTION 4, T 54N,R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1174 ***********************************************************************
 SJ1174  DESIGNATION -  3104 K
 SJ1174  PID         -  SJ1174
 SJ1174  STATE/COUNTY-  MN/ITASCA
 SJ1174  COUNTRY     -  US
 SJ1174  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1174
 SJ1174                         *CURRENT SURVEY CONTROL
 SJ1174  ______________________________________________________________________
 SJ1174* NAD 83(1996) POSITION- 47 12 02.39258(N) 093 25 59.82001(W)   NO CHECK  
 SJ1174* NAVD 88 ORTHO HEIGHT -   397.898  (meters)    1305.44  (feet) ADJUSTED  
 SJ1174  ______________________________________________________________________
 SJ1174  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC09
 SJ1174  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 SJ1174  DYNAMIC HEIGHT  -        397.933 (meters)     1305.55  (feet) COMP
 SJ1174  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 SJ1174
 SJ1174  HORZ ORDER      -  THIRD
 SJ1174  VERT ORDER      -  SECOND    CLASS 0
 SJ1174
 SJ1174.The horizontal coordinates were established by classical geodetic methods
 SJ1174.and adjusted by the National Geodetic Survey in March 1999.
 SJ1174.
 SJ1174.No horizontal observational check was made to the station.
 SJ1174.
 SJ1174.The orthometric height was determined by differential leveling and
 SJ1174.adjusted in June 1991.
 SJ1174
 SJ1174.Photographs are available for this station.
 SJ1174
 SJ1174.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1174
 SJ1174.The dynamic height is computed by dividing the NAVD 88
 SJ1174.geopotential number by the normal gravity value computed on the
 SJ1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1174.degrees latitude (g = 980.6199 gals.).
 SJ1174
 SJ1174.The modeled gravity was interpolated from observed gravity values.
 SJ1174
 SJ1174. The following values were computed from the NAD 83(1996) position.
 SJ1174
 SJ1174;                    North         East     Units Scale Factor Converg.
 SJ1174;SPC MN N     -   177,950.176   774,747.856   MT  0.99996374   -0 14 49.3
 SJ1174;SPC MN N     -   583,824.87  2,541,818.59   sFT  0.99996374   -0 14 49.3
 SJ1174;UTM  15      - 5,227,554.679   467,182.941   MT  0.99961324   -0 19 04.5
 SJ1174
 SJ1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1174!SPC MN N     -   0.99994222  x   0.99996374  =   0.99990597
 SJ1174!UTM  15      -   0.99994222  x   0.99961324  =   0.99955549
 SJ1174
 SJ1174                          SUPERSEDED SURVEY CONTROL
 SJ1174
 SJ1174  NAD 83(1986)-  47 12 02.38886(N)    093 25 59.81841(W) AD(       ) 3
 SJ1174  NAD 27      -  47 12 02.59793(N)    093 25 59.05635(W) AD(       ) 3
 SJ1174  NGVD 29 (??/??/92)  397.66   (m)         1304.7    (f) COMPUTED    2 0
 SJ1174
 SJ1174.Superseded values are not recommended for survey control.
 SJ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1174.See file dsdata.txt to determine how the superseded data were derived.
 SJ1174
 SJ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6718227554(NAD 83)
 SJ1174
 SJ1174_MARKER: DV = VERTICAL CONTROL DISK
 SJ1174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1174+WITH SETTING: INTO GROUND
 SJ1174_STAMPING: 3104 K 1974
 SJ1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1174+STABILITY: SURFACE MOTION
 SJ1174
 SJ1174  HISTORY     - Date     Condition        Report By
 SJ1174  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1174  HISTORY     - 1974     GOOD             MNDT
 SJ1174
 SJ1174                          STATION DESCRIPTION
 SJ1174
 SJ1174'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1174'TO REACH THE STATION FROM THE EAST JUNCTION OF TRUNK HIGHWAY 2
 SJ1174'AND TRUNK HIGHWAY 169 AT GRAND RAPIDS, GO SOUTHEAST ON TRUNK
 SJ1174'HIGHWAY 2 FOR 5.0 MILES TO THE STATION ON THE LEFT OPPOSITE THE
 SJ1174'ENTRANCE TO KOLUS AT MILEPOST 189.1 OR CONTINUE ON TRUNK HIGHWAY 2
 SJ1174'FOR 0.30 MILE TO COUNTY ROAD 442 ON THE LEFT, TURN LEFT, AND GO
 SJ1174'NORTH ON COUNTY ROAD 442 FOR 0.05 MILE TO THE RAILROAD TRACK,
 SJ1174'TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF THE TRACK FOR 0.3
 SJ1174'MILE TO THE STATION.
 SJ1174'
 SJ1174'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3104 K
 SJ1174'1974, IS CRIMPED ON A 5/8 INCH DIAMETER BY 22 FOOT LONG DRIVEN
 SJ1174'COPPER COATED STEEL ROD.  THE MARK PROJECTS 0.3 FOOT ABOVE THE
 SJ1174'SURFACE OF THE GROUND AND IS 27.0 FEET SOUTH-SOUTHWEST OF THE
 SJ1174'CENTER OF THE TRAIL, 55.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 SJ1174'RAIL, 22.5 FEET EAST-NORTHEAST OF A TELEGRAPH POLE, 17.5 FEET
 SJ1174'WEST-NORTHWEST OF A 24 INCH NORWAY PINE TREE, 1.0 FOOT
 SJ1174'NORTH-NORTHEAST OF A STEEL WITNESS POST, AND ABOUT 2.0 FEET
 SJ1174'ABOVE THE LEVEL OF THE RAILROAD TRACK.
 SJ1174
 SJ1174                          STATION RECOVERY (1974)
 SJ1174
 SJ1174'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 SJ1174'2.5 MI NW FROM BLACKBERRY.
 SJ1174'THE MARK IS LOCATED 2.5 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM ITS
 SJ1174'JUNCTION WITH COUNTY ROAD 71 AT BLACKBERRY, AND 4.8 MILES SOUTHEAST
 SJ1174'ALONG TRUNK 2 FROM THE EAST JUNCTION WITH TRUNK HIGHWAY 169 IN GRAND
 SJ1174'RAPIDS.  IT IS 145.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY
 SJ1174'AT MILEPOINT 188.95, 55.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SJ1174'BURLINGTON NORTHERN RAILROAD TRACKS, 77.8 FEET WEST-NORTHWEST OF MHD
 SJ1174'TRAVERSE STATION JAQUES, 170.4 FEET NORTHWEST OF JAQUES RM 2, 22.5
 SJ1174'FEET WEST OF A TELEGRAPH POLE AND 17 FEET NORTHWEST OF A 24 INCH WHITE
 SJ1174'PINE.  IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 22 FOOT LONG
 SJ1174'COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND. IT PROJECTS 4 INCHES
 SJ1174'ABOVE THE GROUND, IS 1 FOOT NORTHEAST OF A STEEL WITNESS POST AND IS 3
 SJ1174'FEET HIGHER THAN THE RAILROAD.  SE 1/4 SECTION 31, T 54N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1173 ***********************************************************************
 SJ1173  DESIGNATION -  3104 L
 SJ1173  PID         -  SJ1173
 SJ1173  STATE/COUNTY-  MN/ITASCA
 SJ1173  COUNTRY     -  US
 SJ1173  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1173
 SJ1173                         *CURRENT SURVEY CONTROL
 SJ1173  ______________________________________________________________________
 SJ1173* NAD 83(1986) POSITION- 47 12 27.7    (N) 093 27 15.4    (W)   HD_HELD2  
 SJ1173* NAVD 88 ORTHO HEIGHT -   395.996  (meters)    1299.20  (feet) ADJUSTED  
 SJ1173  ______________________________________________________________________
 SJ1173  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 SJ1173  DYNAMIC HEIGHT  -        396.031 (meters)     1299.31  (feet) COMP
 SJ1173  MODELED GRAVITY -    980,690.0   (mgal)                       NAVD 88
 SJ1173
 SJ1173  VERT ORDER      -  SECOND    CLASS 0
 SJ1173
 SJ1173.The horizontal coordinates were established by autonomous hand held GPS
 SJ1173.observations and have an estimated accuracy of +/- 10 meters.
 SJ1173.
 SJ1173.The orthometric height was determined by differential leveling and
 SJ1173.adjusted in June 1991.
 SJ1173
 SJ1173.Photographs are available for this station.
 SJ1173
 SJ1173.The dynamic height is computed by dividing the NAVD 88
 SJ1173.geopotential number by the normal gravity value computed on the
 SJ1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1173.degrees latitude (g = 980.6199 gals.).
 SJ1173
 SJ1173.The modeled gravity was interpolated from observed gravity values.
 SJ1173
 SJ1173;                    North         East    Units  Estimated Accuracy
 SJ1173;SPC MN N     -   178,739.      773,161.      MT  (+/- 10 meters HH2 GPS)
 SJ1173
 SJ1173                          SUPERSEDED SURVEY CONTROL
 SJ1173
 SJ1173  NGVD 29 (??/??/92)  395.76   (m)         1298.4    (f) COMPUTED    2 0
 SJ1173
 SJ1173.Superseded values are not recommended for survey control.
 SJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1173.See file dsdata.txt to determine how the superseded data were derived.
 SJ1173
 SJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6559728344(NAD 83)
 SJ1173
 SJ1173_MARKER: DV = VERTICAL CONTROL DISK
 SJ1173_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1173+WITH SETTING: INTO GROUND
 SJ1173_STAMPING: 3104 L 1974
 SJ1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1173+STABILITY: SURFACE MOTION
 SJ1173
 SJ1173  HISTORY     - Date     Condition        Report By
 SJ1173  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1173  HISTORY     - 20041022 GOOD             GEOCAC
 SJ1173
 SJ1173                          STATION DESCRIPTION
 SJ1173
 SJ1173'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1173'1.15 MI SE FROM GUNN.
 SJ1173'THE MARK IS LOCATED 3.55 MILES NORTHWEST ALONG TRUNK HIGHWAY 2 FROM
 SJ1173'THE JUNCTION OF COUNTY ROAD 71 AT BLACKBERRY, 3.75 MILE SOUTHEAST
 SJ1173'ALONG TRUNK HIGHWAY 2 FROM THE EAST JUNCTION OF TRUNK HIGHWAYS 2 AND
 SJ1173'169 AT GRAND RAPIDS AND IS 1.15 MILE SOUTHEAST ALONG TRUNK HIGHWAY 2
 SJ1173'FROM THE TOWNSHIP ROAD CROSSING AT GUNN.  IT IS AT MILEPOINT 187.9. IT
 SJ1173'IS 141.4 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 29.9
 SJ1173'FEET WEST OF THE CENTER OF FIELD ROAD AND 23.2 FEET SOUTHEAST OF AN 8
 SJ1173'INCH POPLAR.  IT IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 24 FOOT
 SJ1173'LONG COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 2
 SJ1173'INCHES ABOVE THE SURFACE OF THE GROUND AND IS 0.9 FOOT NORTHEAST OF A
 SJ1173'STEEL WITNESS POST.
 SJ1173
 SJ1173                          STATION RECOVERY (2004)
 SJ1173
 SJ1173'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1164 ***********************************************************************
 SJ1164  DESIGNATION -  3104 M
 SJ1164  PID         -  SJ1164
 SJ1164  STATE/COUNTY-  MN/ITASCA
 SJ1164  COUNTRY     -  US
 SJ1164  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1164
 SJ1164                         *CURRENT SURVEY CONTROL
 SJ1164  ______________________________________________________________________
 SJ1164* NAD 83(1986) POSITION- 47 13 05.     (N) 093 28 13.     (W)   SCALED    
 SJ1164* NAVD 88 ORTHO HEIGHT -   391.366  (meters)    1284.01  (feet) ADJUSTED  
 SJ1164  ______________________________________________________________________
 SJ1164  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 SJ1164  DYNAMIC HEIGHT  -        391.401 (meters)     1284.12  (feet) COMP
 SJ1164  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 SJ1164
 SJ1164  VERT ORDER      -  SECOND    CLASS I
 SJ1164
 SJ1164.The horizontal coordinates were scaled from a topographic map and have
 SJ1164.an estimated accuracy of +/- 6 seconds.
 SJ1164.
 SJ1164.The orthometric height was determined by differential leveling and
 SJ1164.adjusted in June 1991.
 SJ1164
 SJ1164.Photographs are available for this station.
 SJ1164
 SJ1164.The dynamic height is computed by dividing the NAVD 88
 SJ1164.geopotential number by the normal gravity value computed on the
 SJ1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1164.degrees latitude (g = 980.6199 gals.).
 SJ1164
 SJ1164.The modeled gravity was interpolated from observed gravity values.
 SJ1164
 SJ1164;                    North         East    Units  Estimated Accuracy
 SJ1164;SPC MN N     -   179,900.      771,950.      MT  (+/- 180 meters Scaled)
 SJ1164
 SJ1164                          SUPERSEDED SURVEY CONTROL
 SJ1164
 SJ1164  NGVD 29 (??/??/92)  391.13   (m)         1283.2    (f) COMPUTED    2 0
 SJ1164
 SJ1164.Superseded values are not recommended for survey control.
 SJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1164.See file dsdata.txt to determine how the superseded data were derived.
 SJ1164
 SJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN643295(NAD 83)
 SJ1164
 SJ1164_MARKER: DV = VERTICAL CONTROL DISK
 SJ1164_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SJ1164_SP_SET: FOUNDATION
 SJ1164_STAMPING: 3104 M 1974
 SJ1164_MARK LOGO: MNHD  
 SJ1164_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1164+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2007
 SJ1164
 SJ1164  HISTORY     - Date     Condition        Report By
 SJ1164  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1164  HISTORY     - 20070430 GOOD             MNDT
 SJ1164
 SJ1164                          STATION DESCRIPTION
 SJ1164
 SJ1164'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1164'IN GUNN.
 SJ1164'THE MARK IS LOCATED 0.4 MILE NORTH AND EAST ALONG THE TOWNSHIP ROAD
 SJ1164'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 (MILEPOINT 186.75) AT GUNN. IT
 SJ1164'IS NEAR THE BURLINGTON NORTHERN RAILROAD JUNCTION AT GUNN (MAINLINE
 SJ1164'TRACKS NORTHWEST-SOUTHEAST AND SPUR LINE TRACKS NORTH-NORTHWEST). IT
 SJ1164'IS 91.0 FEET WEST OF THE CENTER OF THE TOWNSHIP ROAD, 11.4 FEET
 SJ1164'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAINLINE TRACKS, 105.5 FEET
 SJ1164'NORTH OF MRC BENCH MARK LA PRAIRIE AND 35.5 FEET NORTHWEST OF A
 SJ1164'RAILROAD SIGNAL.  IT IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 SJ1164'A 10 FOOT BY 7 FOOT CONCRETE FOUNDATION.  IT IS 1 FOOT BELOW THE LEVEL
 SJ1164'OF THE RAILROAD AND IS 104.5 FEET NORTH OF A STEEL WITNESS POST. NE
 SJ1164'1/4 SECTION 26, T 55N, R 25W.
 SJ1164
 SJ1164                          STATION RECOVERY (2007)
 SJ1164
 SJ1164'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SJ1164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1165 ***********************************************************************
 SJ1165  DESIGNATION -  3104 M 1
 SJ1165  PID         -  SJ1165
 SJ1165  STATE/COUNTY-  MN/ITASCA
 SJ1165  COUNTRY     -  US
 SJ1165  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1165
 SJ1165                         *CURRENT SURVEY CONTROL
 SJ1165  ______________________________________________________________________
 SJ1165* NAD 83(1986) POSITION- 47 12 56.7    (N) 093 28 30.5    (W)   HD_HELD2  
 SJ1165* NAVD 88 ORTHO HEIGHT -   390.742  (meters)    1281.96  (feet) ADJUSTED  
 SJ1165  ______________________________________________________________________
 SJ1165  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 SJ1165  DYNAMIC HEIGHT  -        390.777 (meters)     1282.07  (feet) COMP
 SJ1165  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 SJ1165
 SJ1165  VERT ORDER      -  SECOND    CLASS I
 SJ1165
 SJ1165.The horizontal coordinates were established by autonomous hand held GPS
 SJ1165.observations and have an estimated accuracy of +/- 10 meters.
 SJ1165.
 SJ1165.The orthometric height was determined by differential leveling and
 SJ1165.adjusted in June 2011.
 SJ1165
 SJ1165.No vertical observational check was made to the station.
 SJ1165
 SJ1165.Photographs are available for this station.
 SJ1165
 SJ1165.The dynamic height is computed by dividing the NAVD 88
 SJ1165.geopotential number by the normal gravity value computed on the
 SJ1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1165.degrees latitude (g = 980.6199 gals.).
 SJ1165
 SJ1165.The modeled gravity was interpolated from observed gravity values.
 SJ1165
 SJ1165;                    North         East    Units  Estimated Accuracy
 SJ1165;SPC MN N     -   179,642.      771,585.      MT  (+/- 10 meters HH2 GPS)
 SJ1165
 SJ1165                          SUPERSEDED SURVEY CONTROL
 SJ1165
 SJ1165  NAVD 88 (06/15/91)  390.698  (m)         1281.82   (f) SUPERSEDED  2 0
 SJ1165  NGVD 29 (??/??/92)  390.46   (m)         1281.0    (f) COMPUTED    2 0
 SJ1165
 SJ1165.Superseded values are not recommended for survey control.
 SJ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1165.See file dsdata.txt to determine how the superseded data were derived.
 SJ1165
 SJ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6402229249(NAD 83)
 SJ1165
 SJ1165_MARKER: DV = VERTICAL CONTROL DISK
 SJ1165_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SJ1165_SP_SET: MANHOLE
 SJ1165_STAMPING: 3104 M 1 1974
 SJ1165_MARK LOGO: MNHD  
 SJ1165_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1165+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2007
 SJ1165
 SJ1165  HISTORY     - Date     Condition        Report By
 SJ1165  HISTORY     - UNK      MONUMENTED       MNDT
 SJ1165  HISTORY     - 1974     GOOD             MNDT
 SJ1165  HISTORY     - 20070501 GOOD             MNDT
 SJ1165
 SJ1165                          STATION DESCRIPTION
 SJ1165
 SJ1165'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1165'IN GUNN.
 SJ1165'THE MARK IS LOCATED 2.6 MILES SOUTHEASTERLY ALONG TRUNK HIGHWAY 2 FROM
 SJ1165'THE EAST JUNCTION OF TRUNK HIGHWAYS 2 AND 169 AT GRAND RAPIDS. IT IS
 SJ1165'AT MILEPOINT 186.75, AND IS NEAR TOWNSHIP ROAD CROSSING AT GUNN. IT IS
 SJ1165'106.0 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 2, 27.0 FEET
 SJ1165'WEST OF THE CENTER OF THE TOWNSHIP ROAD, 21.2 FEET NORTH-NORTHWEST OF
 SJ1165'CABLE MARKER POST NUMBER 158-1, AND 57.4 FEET SOUTHWEST OF A POWER
 SJ1165'POLE.  IT IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF A 10 FOOT
 SJ1165'BY 6 FOOT CONCRETE MANHOLE STRUCTURE. IT IS ABOUT 2 FEET ABOVE THE
 SJ1165'LEVEL OF T.H. 2.  SE 1/4 SECTION 26, T 55N, R 25W.
 SJ1165
 SJ1165                          STATION RECOVERY (2007)
 SJ1165
 SJ1165'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 SJ1165'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1161 ***********************************************************************
 SJ1161  DESIGNATION -  3104 N
 SJ1161  PID         -  SJ1161
 SJ1161  STATE/COUNTY-  MN/ITASCA
 SJ1161  COUNTRY     -  US
 SJ1161  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1161
 SJ1161                         *CURRENT SURVEY CONTROL
 SJ1161  ______________________________________________________________________
 SJ1161* NAD 83(2007) POSITION- 47 13 30.96563(N) 093 29 36.90379(W)   ADJUSTED  
 SJ1161* NAD 83(2007) ELLIP HT-   361.349 (meters)        (02/10/07)   ADJUSTED
 SJ1161* NAD 83(2007) EPOCH   -  2002.00
 SJ1161* NAVD 88 ORTHO HEIGHT -   390.647  (meters)    1281.65  (feet) ADJUSTED  
 SJ1161  ______________________________________________________________________
 SJ1161  NAD 83(2007) X  -   -264,440.235 (meters)                     COMP
 SJ1161  NAD 83(2007) Y  - -4,331,519.176 (meters)                     COMP
 SJ1161  NAD 83(2007) Z  -  4,659,073.778 (meters)                     COMP
 SJ1161  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC09
 SJ1161  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 SJ1161  DYNAMIC HEIGHT  -        390.682 (meters)     1281.76  (feet) COMP
 SJ1161  MODELED GRAVITY -    980,690.7   (mgal)                       NAVD 88
 SJ1161
 SJ1161  VERT ORDER      -  SECOND    CLASS 0
 SJ1161
 SJ1161  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SJ1161  Type                                         Horiz  Ellip  Dist(km)
 SJ1161  -------------------------------------------------------------------
 SJ1161  NETWORK                                       0.74   1.02
 SJ1161  -------------------------------------------------------------------
 SJ1161  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.69   0.98      2.71
 SJ1161  -------------------------------------------------------------------
 SJ1161  NOTE: Click here for information on individual local accuracy
 SJ1161  values and other accuracy information.
 SJ1161
 SJ1161
 SJ1161.The horizontal coordinates were established by GPS observations
 SJ1161.and adjusted by the National Geodetic Survey in February 2007.
 SJ1161
 SJ1161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ1161.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ1161
 SJ1161.The horizontal coordinates are valid at the epoch date displayed above
 SJ1161.which is a decimal equivalence of Year/Month/Day.
 SJ1161
 SJ1161.The orthometric height was determined by differential leveling and
 SJ1161.adjusted in June 1991.
 SJ1161
 SJ1161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1161
 SJ1161.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1161
 SJ1161.The ellipsoidal height was determined by GPS observations
 SJ1161.and is referenced to NAD 83.
 SJ1161
 SJ1161.The dynamic height is computed by dividing the NAVD 88
 SJ1161.geopotential number by the normal gravity value computed on the
 SJ1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1161.degrees latitude (g = 980.6199 gals.).
 SJ1161
 SJ1161.The modeled gravity was interpolated from observed gravity values.
 SJ1161
 SJ1161. The following values were computed from the NAD 83(2007) position.
 SJ1161
 SJ1161;                    North         East     Units Scale Factor Converg.
 SJ1161;SPC MN N     -   180,706.824   770,192.942   MT  0.99995912   -0 17 30.2
 SJ1161;SPC MN N     -   592,868.97  2,526,874.68   sFT  0.99995912   -0 17 30.2
 SJ1161;UTM  15      - 5,230,315.991   462,633.009   MT  0.99961716   -0 21 44.3
 SJ1161
 SJ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1161!SPC MN N     -   0.99994336  x   0.99995912  =   0.99990249
 SJ1161!UTM  15      -   0.99994336  x   0.99961716  =   0.99956054
 SJ1161
 SJ1161                          SUPERSEDED SURVEY CONTROL
 SJ1161
 SJ1161  NAD 83(1996)-  47 13 30.96606(N)    093 29 36.90340(W) AD(       ) 1
 SJ1161  ELLIP H (01/28/04)  361.360  (m)                       GP(       ) 3 2
 SJ1161  NAVD 88 (01/28/04)  390.65   (m)         1281.7    (f) LEVELING    3  
 SJ1161  NGVD 29 (??/??/92)  390.41   (m)         1280.9    (f) COMPUTED    2 0
 SJ1161
 SJ1161.Superseded values are not recommended for survey control.
 SJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1161.See file dsdata.txt to determine how the superseded data were derived.
 SJ1161
 SJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6263330315(NAD 83)
 SJ1161
 SJ1161_MARKER: DV = VERTICAL CONTROL DISK
 SJ1161_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1161_STAMPING: 3104 N 1974
 SJ1161_MARK LOGO: MNDT  
 SJ1161_PROJECTION: PROJECTING 5 CENTIMETERS
 SJ1161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SJ1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1161+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 SJ1161_ROD/PIPE-DEPTH:  9.8 meters
 SJ1161
 SJ1161  HISTORY     - Date     Condition        Report By
 SJ1161  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1161  HISTORY     - 20020626 GOOD             MNDT
 SJ1161
 SJ1161                          STATION DESCRIPTION
 SJ1161
 SJ1161'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1161'IN LA PRAIRIE.
 SJ1161'THE MARK IS LOCATED 1.45 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM
 SJ1161'THE EAST JUNCTION OF TRUNK HIGHWAYS 2 AND 169 IN GRAND RAPIDS.  IT IS
 SJ1161'AT MILE POINT 185.5.  IT IS 132.0 FEET SOUTHWEST OF THE CENTERLINE OF
 SJ1161'TRUNK HIGHWAY 2, 38.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 SJ1161'BURLINGTON NORTHERN RAILROAD TRACKS, 25 FEET EAST OF PRIVATE DRIVE
 SJ1161'(SOUTH), 35.0 FEET SOUTH OF RAILROAD CROSSING POST, AND 4.0 FEET
 SJ1161'NORTHEAST OF TELEGRAPH POLE NUMBER E 20.  IT IS CRIMPED ON TOP OF A
 SJ1161'5/8 INCH DIAMETER BY 32 FOOT LONG COPPER COATED STEEL ROD DRIVEN INTO
 SJ1161'THE GROUND.  IT PROJECTS 5 INCHES ABOVE THE GROUND, IS 3 FEET BELOW
 SJ1161'THE LEVEL OF TRUNK HIGHWAY 2, AND IS 1.0 FOOT NORTHEAST OF A STEEL
 SJ1161'WITNESS POST.  SE 1/4 SECTION 22, T 55N, R 25W.
 SJ1161
 SJ1161                          STATION RECOVERY (2002)
 SJ1161
 SJ1161'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (JPB)
 SJ1161'AT LA PRAIRIE, 1.45 MILES SOUTHEAST OF EAST JUNCTION OF TRUNK HIGHWAY
 SJ1161'2 AND TRUNK HIGHWAY 169 IN GRAND RAPIDS, AT TRUNK HIGHWAY 2 MILEPOINT
 SJ1161'185.5, 132.0 FEET SOUTHWEST OF TRUNK HIGHWAY 2, 38.0 FEET SOUTHWEST OF
 SJ1161'SOUTHWEST RAIL OF RAILROAD TRACKS, 25 FEET EAST OF PRIVATE DRIVE
 SJ1161'SOUTH, 35.0 FEET SOUTH OF RAILROAD CROSSING POST, 4.0 FEET NORTHEAST
 SJ1161'OF TELEPHONE POLE E20, 1.0 FEET NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1533 ***********************************************************************
 SJ1533  DESIGNATION -  3104 P
 SJ1533  PID         -  SJ1533
 SJ1533  STATE/COUNTY-  MN/ITASCA
 SJ1533  COUNTRY     -  US
 SJ1533  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ1533
 SJ1533                         *CURRENT SURVEY CONTROL
 SJ1533  ______________________________________________________________________
 SJ1533* NAD 83(1986) POSITION- 47 13 54.     (N) 093 30 33.     (W)   SCALED    
 SJ1533* NAVD 88 ORTHO HEIGHT -   394.927  (meters)    1295.69  (feet) ADJUSTED  
 SJ1533  ______________________________________________________________________
 SJ1533  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 SJ1533  DYNAMIC HEIGHT  -        394.961 (meters)     1295.80  (feet) COMP
 SJ1533  MODELED GRAVITY -    980,688.2   (mgal)                       NAVD 88
 SJ1533
 SJ1533  VERT ORDER      -  SECOND    CLASS 0
 SJ1533
 SJ1533.The horizontal coordinates were scaled from a topographic map and have
 SJ1533.an estimated accuracy of +/- 6 seconds.
 SJ1533.
 SJ1533.The orthometric height was determined by differential leveling and
 SJ1533.adjusted in June 1991.
 SJ1533
 SJ1533.The dynamic height is computed by dividing the NAVD 88
 SJ1533.geopotential number by the normal gravity value computed on the
 SJ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1533.degrees latitude (g = 980.6199 gals.).
 SJ1533
 SJ1533.The modeled gravity was interpolated from observed gravity values.
 SJ1533
 SJ1533;                    North         East    Units  Estimated Accuracy
 SJ1533;SPC MN N     -   181,420.      769,020.      MT  (+/- 180 meters Scaled)
 SJ1533
 SJ1533                          SUPERSEDED SURVEY CONTROL
 SJ1533
 SJ1533  NGVD 29 (??/??/92)  394.69   (m)         1294.9    (f) COMPUTED    2 0
 SJ1533
 SJ1533.Superseded values are not recommended for survey control.
 SJ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1533.See file dsdata.txt to determine how the superseded data were derived.
 SJ1533
 SJ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN614310(NAD 83)
 SJ1533
 SJ1533_MARKER: DD = SURVEY DISK
 SJ1533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ1533_SP_SET: STEP
 SJ1533_STAMPING: 3104 P 1974
 SJ1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1533
 SJ1533  HISTORY     - Date     Condition        Report By
 SJ1533  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1533
 SJ1533                          STATION DESCRIPTION
 SJ1533
 SJ1533'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1533'IN GRAND RAPIDS.
 SJ1533'THE MARK IS LOCATED 0.6 MILE SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 SJ1533'EAST JUNCTION OF TRUNK HIGHWAYS 2 AND 169 IN GRAND RAPIDS (MILEPOINT
 SJ1533'184.75).  THENCE NORTH ALONG PRIVATE ROAD TO MINNESOTA DEPARTMENT OF
 SJ1533'NATURAL RESOURCES BUILDINGS FOR APPROXIMATELY 300 FEET TO THE
 SJ1533'SOUTHEAST ENTRANCE TO A TWO-STORY BRICK BUILDING (MAIN OFFICE BUILDING
 SJ1533'DEPARTMENT NATURAL RESOURCES SERVICE CENTER).  IT IS 4.5 FEET WEST OF
 SJ1533'CENTER OF ENTRANCE, 18.4 FEET WEST OF THE SOUTHEAST CORNER OF THE
 SJ1533'BUILDING, 0.6 FOOT SOUTH OF SOUTH FACE OF WALL, AND 38.2 FEET NORTH OF
 SJ1533'FLAG POLE.  IT IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER OF 5
 SJ1533'FOOT BY 11 FOOT CONCRETE STEPS AND IS ABOUT 3 FEET ABOVE THE LEVEL OF
 SJ1533'THE LAWN.  SW 1/4, SECTION 22, T55N, R25W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6811 ***********************************************************************
 DM6811  DESIGNATION -  3104 Q
 DM6811  PID         -  DM6811
 DM6811  STATE/COUNTY-  MN/ITASCA
 DM6811  COUNTRY     -  US
 DM6811  USGS QUAD   -  LA PRAIRIE (1977)
 DM6811
 DM6811                         *CURRENT SURVEY CONTROL
 DM6811  ______________________________________________________________________
 DM6811* NAD 83(1986) POSITION- 47 13 08.     (N) 093 28 40.     (W)   SCALED    
 DM6811* NAVD 88 ORTHO HEIGHT -   385.650  (meters)    1265.25  (feet) ADJUSTED  
 DM6811  ______________________________________________________________________
 DM6811  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DM6811  DYNAMIC HEIGHT  -        385.684 (meters)     1265.36  (feet) COMP
 DM6811  MODELED GRAVITY -    980,691.4   (mgal)                       NAVD 88
 DM6811
 DM6811  VERT ORDER      -  SECOND    CLASS I
 DM6811
 DM6811.The horizontal coordinates were scaled from a topographic map and have
 DM6811.an estimated accuracy of +/- 6 seconds.
 DM6811.
 DM6811.The orthometric height was determined by differential leveling and
 DM6811.adjusted in June 2011.
 DM6811
 DM6811.No vertical observational check was made to the station.
 DM6811
 DM6811.The dynamic height is computed by dividing the NAVD 88
 DM6811.geopotential number by the normal gravity value computed on the
 DM6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6811.degrees latitude (g = 980.6199 gals.).
 DM6811
 DM6811.The modeled gravity was interpolated from observed gravity values.
 DM6811
 DM6811;                    North         East    Units  Estimated Accuracy
 DM6811;SPC MN N     -   179,990.      771,390.      MT  (+/- 180 meters Scaled)
 DM6811
 DM6811                          SUPERSEDED SURVEY CONTROL
 DM6811
 DM6811.No superseded survey control is available for this station.
 DM6811
 DM6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN638295(NAD 83)
 DM6811
 DM6811_MARKER: DD = SURVEY DISK
 DM6811_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6811_SP_SET: BRIDGE RAILING
 DM6811_STAMPING: 3104 Q 2005
 DM6811_MARK LOGO: MNDT  
 DM6811_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6811
 DM6811  HISTORY     - Date     Condition        Report By
 DM6811  HISTORY     - 2005     MONUMENTED       MNDT
 DM6811  HISTORY     - 20070501 GOOD             MNDT
 DM6811
 DM6811                          STATION DESCRIPTION
 DM6811
 DM6811'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DM6811'THE MARK IS IN BRIDGE RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY 2
 DM6811'BRIDGE RAIL NUMBER 31032 OVER LA PRAIRIE RIVER.
 DM6811' 
 DM6811'TO REACH THE MARK GO 1.70 MI (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DM6811'169 IN EAST EDGE OF GRAND RAPIDS.
 DM6811' 
 DM6811'IT IS AT TRUNK HIGHWAY 2 MILE POINT 186.5, 25.6 FT (7.8 M) NORTHEAST
 DM6811'OF TRUNK HIGHWAY 2, 174.0 FT (53.0 M) NORTHWEST OF SOUTHEAST END OF
 DM6811'BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6812 ***********************************************************************
 DM6812  DESIGNATION -  3104 Q 1
 DM6812  PID         -  DM6812
 DM6812  STATE/COUNTY-  MN/ITASCA
 DM6812  COUNTRY     -  US
 DM6812  USGS QUAD   -  LA PRAIRIE (1977)
 DM6812
 DM6812                         *CURRENT SURVEY CONTROL
 DM6812  ______________________________________________________________________
 DM6812* NAD 83(1986) POSITION- 47 13 23.     (N) 093 29 03.     (W)   SCALED    
 DM6812* NAVD 88 ORTHO HEIGHT -   391.489  (meters)    1284.41  (feet) ADJUSTED  
 DM6812  ______________________________________________________________________
 DM6812  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DM6812  DYNAMIC HEIGHT  -        391.524 (meters)     1284.53  (feet) COMP
 DM6812  MODELED GRAVITY -    980,691.2   (mgal)                       NAVD 88
 DM6812
 DM6812  VERT ORDER      -  SECOND    CLASS I
 DM6812
 DM6812.The horizontal coordinates were scaled from a topographic map and have
 DM6812.an estimated accuracy of +/- 6 seconds.
 DM6812.
 DM6812.The orthometric height was determined by differential leveling and
 DM6812.adjusted in June 2011.
 DM6812
 DM6812.No vertical observational check was made to the station.
 DM6812
 DM6812.The dynamic height is computed by dividing the NAVD 88
 DM6812.geopotential number by the normal gravity value computed on the
 DM6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6812.degrees latitude (g = 980.6199 gals.).
 DM6812
 DM6812.The modeled gravity was interpolated from observed gravity values.
 DM6812
 DM6812;                    North         East    Units  Estimated Accuracy
 DM6812;SPC MN N     -   180,460.      770,910.      MT  (+/- 180 meters Scaled)
 DM6812
 DM6812                          SUPERSEDED SURVEY CONTROL
 DM6812
 DM6812.No superseded survey control is available for this station.
 DM6812
 DM6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN633300(NAD 83)
 DM6812
 DM6812_MARKER: DD = SURVEY DISK
 DM6812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6812_STAMPING: 3104 Q 1 2007
 DM6812_MARK LOGO: MNDT  
 DM6812_PROJECTION: RECESSED 5 CENTIMETERS
 DM6812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6812+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM6812_ROD/PIPE-DEPTH: 18.3 meters
 DM6812
 DM6812  HISTORY     - Date     Condition        Report By
 DM6812  HISTORY     - 2007     MONUMENTED       MNDT
 DM6812
 DM6812                          STATION DESCRIPTION
 DM6812
 DM6812'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM6812'THE STATION IS LOCATED 1.9 MI (3.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 2
 DM6812'FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY 169 IN EAST
 DM6812'EDGE OF GRAND RAPIDS.
 DM6812' 
 DM6812'TO REACH THE MARK GO TO TRUNK HIGHWAY 2 MILE POINT 186.0 THEN GO 0.1
 DM6812'MI (0.2 KM) SOUTH ON DRIVEWAY TO MNDT MAINTENANCE FACILITY.
 DM6812' 
 DM6812'IT IS 47.8 FT (14.6 M) NORTHEAST OF BITUMINOUS DRIVEWAY, 43.0 FT (13.1
 DM6812'M) NORTHEAST OF EAST GATE POST OF CYCLONE FENCE, 25.8 FT (7.9 M)
 DM6812'NORTHWEST OF CONCRETE CURB, 25 FT (7.6 M) SOUTH-SOUTHEAST OF CORNER
 DM6812'POST OF CYCLONE FENCE, 20.8 FT(6.3 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1445 ***********************************************************************
 SJ1445  DESIGNATION -  3105 A
 SJ1445  PID         -  SJ1445
 SJ1445  STATE/COUNTY-  MN/ITASCA
 SJ1445  COUNTRY     -  US
 SJ1445  USGS QUAD   -  WAWINA (1969)
 SJ1445
 SJ1445                         *CURRENT SURVEY CONTROL
 SJ1445  ______________________________________________________________________
 SJ1445* NAD 83(1986) POSITION- 47 01 34.4    (N) 093 05 02.4    (W)   HD_HELD2  
 SJ1445* NAVD 88 ORTHO HEIGHT -   384.901  (meters)    1262.80  (feet) ADJUSTED  
 SJ1445  ______________________________________________________________________
 SJ1445  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 SJ1445  DYNAMIC HEIGHT  -        384.927 (meters)     1262.88  (feet) COMP
 SJ1445  MODELED GRAVITY -    980,670.8   (mgal)                       NAVD 88
 SJ1445
 SJ1445  VERT ORDER      -  SECOND    CLASS 0
 SJ1445
 SJ1445.The horizontal coordinates were established by autonomous hand held GPS
 SJ1445.observations and have an estimated accuracy of +/- 10 meters.
 SJ1445.
 SJ1445.The orthometric height was determined by differential leveling and
 SJ1445.adjusted in June 1991.
 SJ1445
 SJ1445.Photographs are available for this station.
 SJ1445
 SJ1445.The dynamic height is computed by dividing the NAVD 88
 SJ1445.geopotential number by the normal gravity value computed on the
 SJ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1445.degrees latitude (g = 980.6199 gals.).
 SJ1445
 SJ1445.The modeled gravity was interpolated from observed gravity values.
 SJ1445
 SJ1445;                    North         East    Units  Estimated Accuracy
 SJ1445;SPC MN N     -   158,503.      801,216.      MT  (+/- 10 meters HH2 GPS)
 SJ1445
 SJ1445                          SUPERSEDED SURVEY CONTROL
 SJ1445
 SJ1445  NGVD 29 (??/??/92)  384.65   (m)         1262.0    (f) COMPUTED    2 0
 SJ1445
 SJ1445.Superseded values are not recommended for survey control.
 SJ1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1445.See file dsdata.txt to determine how the superseded data were derived.
 SJ1445
 SJ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9361608081(NAD 83)
 SJ1445
 SJ1445_MARKER: DV = VERTICAL CONTROL DISK
 SJ1445_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1445+WITH SETTING: INTO GROUND
 SJ1445_STAMPING: 3105 A 1974
 SJ1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1445+STABILITY: SURFACE MOTION
 SJ1445
 SJ1445  HISTORY     - Date     Condition        Report By
 SJ1445  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1445
 SJ1445                          STATION DESCRIPTION
 SJ1445
 SJ1445'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1445'2.4 MI SE FROM WAWINA.
 SJ1445'THE MARK IS LOCATED 2.4 MILES SOUTHEAST ALONG T.H. 2 FROM THE JUNCTION
 SJ1445'OF T.H. 2 AND COUNTY ROADS 25 AND 429 AT WAWINA.  IT IS 1.45 MILES
 SJ1445'NORTHWEST ALONG T.H. 2 FROM THE JUNCTION OF T.H.S AND 200, AND IS AT
 SJ1445'MILEPOINT 209.85.  IT IS 105.0 FEET NORTHEAST OF THE CENTERLINE OF
 SJ1445'T.H. 2, 40.0 FEET SOUTHEAST OF EXTENDED CENTER OF FIELD ROAD
 SJ1445'NORTHEAST, 78.5 FEET NORTH OF SIGN POST ITASCA COUNTY, AND 10.0 FEET
 SJ1445'NORTH OF NORTH EDGE OF DRAINAGE DITCH.  IT IS CRIMPED ON TOP OF A 5/8
 SJ1445'INCH DIAMETER BY 48 FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO THE
 SJ1445'GROUND.  IT PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND, IS 10
 SJ1445'FEET BELOW THE LEVEL OF T.H. 2, AND IS 0.7 FEET NORTHEAST OF A STEEL
 SJ1445'WITNESS POST.  SE 1/4 SECTION 35, T 53N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1433 ***********************************************************************
 SJ1433  DESIGNATION -  3105 B
 SJ1433  PID         -  SJ1433
 SJ1433  STATE/COUNTY-  MN/ITASCA
 SJ1433  COUNTRY     -  US
 SJ1433  USGS QUAD   -  SWAN RIVER (1970)
 SJ1433
 SJ1433                         *CURRENT SURVEY CONTROL
 SJ1433  ______________________________________________________________________
 SJ1433* NAD 83(1986) POSITION- 47 03 29.     (N) 093 07 50.     (W)   SCALED    
 SJ1433* NAVD 88 ORTHO HEIGHT -   389.757  (meters)    1278.73  (feet) ADJUSTED  
 SJ1433  ______________________________________________________________________
 SJ1433  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 SJ1433  DYNAMIC HEIGHT  -        389.784 (meters)     1278.82  (feet) COMP
 SJ1433  MODELED GRAVITY -    980,670.6   (mgal)                       NAVD 88
 SJ1433
 SJ1433  VERT ORDER      -  SECOND    CLASS 0
 SJ1433
 SJ1433.The horizontal coordinates were scaled from a topographic map and have
 SJ1433.an estimated accuracy of +/- 6 seconds.
 SJ1433.
 SJ1433.The orthometric height was determined by differential leveling and
 SJ1433.adjusted in June 1991.
 SJ1433
 SJ1433.The dynamic height is computed by dividing the NAVD 88
 SJ1433.geopotential number by the normal gravity value computed on the
 SJ1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1433.degrees latitude (g = 980.6199 gals.).
 SJ1433
 SJ1433.The modeled gravity was interpolated from observed gravity values.
 SJ1433
 SJ1433;                    North         East    Units  Estimated Accuracy
 SJ1433;SPC MN N     -   162,040.      797,680.      MT  (+/- 180 meters Scaled)
 SJ1433
 SJ1433                          SUPERSEDED SURVEY CONTROL
 SJ1433
 SJ1433  NGVD 29 (??/??/92)  389.40   (m)         1277.6    (f) COMPUTED    2 0
 SJ1433
 SJ1433.Superseded values are not recommended for survey control.
 SJ1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1433.See file dsdata.txt to determine how the superseded data were derived.
 SJ1433
 SJ1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN900116(NAD 83)
 SJ1433
 SJ1433_MARKER: DD = SURVEY DISK
 SJ1433_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1433+WITH SETTING: INTO GROUND
 SJ1433_STAMPING: 3105 B 1974
 SJ1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1433+STABILITY: SURFACE MOTION
 SJ1433
 SJ1433  HISTORY     - Date     Condition        Report By
 SJ1433  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1433
 SJ1433                          STATION DESCRIPTION
 SJ1433
 SJ1433'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1433'0.8 MI NW FROM WAWINA.
 SJ1433'THE MARK IS 0.8 MILE NORTHWEST ALONG THE BURLINGTON NORTHERN RAILROAD
 SJ1433'FROM THE COUNTY ROAD 25 CROSSING IN WAWINA.  IT IS 50.2 FEET SOUTHWEST
 SJ1433'OF THE SOUTHWEST RAIL OF THE TRACKS, 40.8 FEET WEST OF TELEGRAPH POLE
 SJ1433'NUMBER B-17, 20.5 FEET EAST SOUTHEAST OF AN 8 INCH BIRCH, AND IS
 SJ1433'APPROXIMATELY 200 FEET NORTHEAST OF TRUNK HIGHWAY 2 AT MILEPOINT. IT
 SJ1433'IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG
 SJ1433'COPPER-COATED STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 3 INCHES
 SJ1433'ABOVE THE SURFACE OF THE GROUND, AND IS 1.2 FEET SOUTHEAST OF A STEEL
 SJ1433'WITNESS POST.  SW 1/4 SECTION 21, T 53N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1432 ***********************************************************************
 SJ1432  DESIGNATION -  3105 C
 SJ1432  PID         -  SJ1432
 SJ1432  STATE/COUNTY-  MN/ITASCA
 SJ1432  COUNTRY     -  US
 SJ1432  USGS QUAD   -  SWAN RIVER (1970)
 SJ1432
 SJ1432                         *CURRENT SURVEY CONTROL
 SJ1432  ______________________________________________________________________
 SJ1432* NAD 83(1986) POSITION- 47 04 10.1    (N) 093 09 08.9    (W)   HD_HELD2  
 SJ1432* NAVD 88 ORTHO HEIGHT -   391.560  (meters)    1284.64  (feet) ADJUSTED  
 SJ1432  ______________________________________________________________________
 SJ1432  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 SJ1432  DYNAMIC HEIGHT  -        391.587 (meters)     1284.73  (feet) COMP
 SJ1432  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 SJ1432
 SJ1432  VERT ORDER      -  SECOND    CLASS 0
 SJ1432
 SJ1432.The horizontal coordinates were established by autonomous hand held GPS
 SJ1432.observations and have an estimated accuracy of +/- 10 meters.
 SJ1432.
 SJ1432.The orthometric height was determined by differential leveling and
 SJ1432.adjusted in June 1991.
 SJ1432
 SJ1432.Photographs are available for this station.
 SJ1432
 SJ1432.The dynamic height is computed by dividing the NAVD 88
 SJ1432.geopotential number by the normal gravity value computed on the
 SJ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1432.degrees latitude (g = 980.6199 gals.).
 SJ1432
 SJ1432.The modeled gravity was interpolated from observed gravity values.
 SJ1432
 SJ1432;                    North         East    Units  Estimated Accuracy
 SJ1432;SPC MN N     -   163,312.      796,014.      MT  (+/- 10 meters HH2 GPS)
 SJ1432
 SJ1432                          SUPERSEDED SURVEY CONTROL
 SJ1432
 SJ1432  NGVD 29 (??/??/92)  391.22   (m)         1283.5    (f) COMPUTED    2 0
 SJ1432
 SJ1432.Superseded values are not recommended for survey control.
 SJ1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1432.See file dsdata.txt to determine how the superseded data were derived.
 SJ1432
 SJ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8842312895(NAD 83)
 SJ1432
 SJ1432_MARKER: DV = VERTICAL CONTROL DISK
 SJ1432_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 SJ1432+WITH SETTING: INTO GROUND
 SJ1432_STAMPING: 3105 C 1974
 SJ1432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1432+STABILITY: SURFACE MOTION
 SJ1432
 SJ1432  HISTORY     - Date     Condition        Report By
 SJ1432  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1432  HISTORY     - 20041022 GOOD             GEOCAC
 SJ1432
 SJ1432                          STATION DESCRIPTION
 SJ1432
 SJ1432'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1432'2 MI NW FROM WAWINA.
 SJ1432'THE MARK IS LOCATED 206 FEET NORTHEAST OF TRUNK HIGHWAY 2 AT A FIELD
 SJ1432'ENTRANCE NORTHEAST AT MILEPOINT 205.45, WHICH IS 2 MILES NORTHWEST
 SJ1432'ALONG TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY
 SJ1432'ROADS 25 AND 429 AT WAWINA, AND 2.35 MILE SOUTHEAST ALONG TRUNK
 SJ1432'HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAYS 2 AND 65 AT SWAN RIVER.
 SJ1432'IT IS 97.3 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE BURLINGTON NORTHERN
 SJ1432'MAIN LINE TRACKS, 88.7 FEET SOUTHWEST OF SOUTHWEST RAIL OF SPUR
 SJ1432'TRACKS, 60.8 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE RAILROAD TRACKS,
 SJ1432'AND 7.0 FEET NORTHWEST OF A 10 INCH POPLAR TREE.  IT IS CRIMPED ON TOP
 SJ1432'OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 SJ1432'INTO THE GROUND.  IT PROJECTS 2 INCHES ABOVE THE GROUND, IS ABOUT
 SJ1432'LEVEL T.H. 2 AND IS 1.0 FEET WEST OF A STEEL WITNESS POST. SW 1/4
 SJ1432'SECTION 17, T 53N, R 22W.
 SJ1432
 SJ1432                          STATION RECOVERY (2004)
 SJ1432
 SJ1432'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ1432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1428 ***********************************************************************
 SJ1428  DESIGNATION -  3105 D
 SJ1428  PID         -  SJ1428
 SJ1428  STATE/COUNTY-  MN/ITASCA
 SJ1428  COUNTRY     -  US
 SJ1428  USGS QUAD   -  SWAN RIVER (1970)
 SJ1428
 SJ1428                         *CURRENT SURVEY CONTROL
 SJ1428  ______________________________________________________________________
 SJ1428* NAD 83(1996) POSITION- 47 04 37.50395(N) 093 10 00.57368(W)   NO CHECK  
 SJ1428* NAVD 88 ORTHO HEIGHT -   392.155  (meters)    1286.60  (feet) ADJUSTED  
 SJ1428  ______________________________________________________________________
 SJ1428  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC09
 SJ1428  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 SJ1428  DYNAMIC HEIGHT  -        392.182 (meters)     1286.68  (feet) COMP
 SJ1428  MODELED GRAVITY -    980,670.9   (mgal)                       NAVD 88
 SJ1428
 SJ1428  HORZ ORDER      -  THIRD
 SJ1428  VERT ORDER      -  SECOND    CLASS 0
 SJ1428
 SJ1428.The horizontal coordinates were established by classical geodetic methods
 SJ1428.and adjusted by the National Geodetic Survey in March 1999.
 SJ1428.
 SJ1428.No horizontal observational check was made to the station.
 SJ1428.
 SJ1428.The orthometric height was determined by differential leveling and
 SJ1428.adjusted in June 1991.
 SJ1428
 SJ1428.Photographs are available for this station.
 SJ1428
 SJ1428.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1428
 SJ1428.The dynamic height is computed by dividing the NAVD 88
 SJ1428.geopotential number by the normal gravity value computed on the
 SJ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1428.degrees latitude (g = 980.6199 gals.).
 SJ1428
 SJ1428.The modeled gravity was interpolated from observed gravity values.
 SJ1428
 SJ1428. The following values were computed from the NAD 83(1996) position.
 SJ1428
 SJ1428;                    North         East     Units Scale Factor Converg.
 SJ1428;SPC MN N     -   164,159.410   794,924.847   MT  0.99998971   -0 02 58.3
 SJ1428;SPC MN N     -   538,579.66  2,608,015.94   sFT  0.99998971   -0 02 58.3
 SJ1428;SPC MN C     -   331,432.329   882,261.251   MT  1.00000603   +0 47 00.8
 SJ1428;SPC MN C     - 1,087,374.23  2,894,552.12   sFT  1.00000603   +0 47 00.8
 SJ1428;UTM  15      - 5,213,743.783   487,335.210   MT  0.99960197   -0 07 19.8
 SJ1428
 SJ1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1428!SPC MN N     -   0.99994313  x   0.99998971  =   0.99993284
 SJ1428!SPC MN C     -   0.99994313  x   1.00000603  =   0.99994916
 SJ1428!UTM  15      -   0.99994313  x   0.99960197  =   0.99954512
 SJ1428
 SJ1428                          SUPERSEDED SURVEY CONTROL
 SJ1428
 SJ1428  NAD 83(1986)-  47 04 37.49815(N)    093 10 00.56751(W) AD(       ) 3
 SJ1428  NAD 27      -  47 04 37.71075(N)    093 09 59.81338(W) AD(       ) 3
 SJ1428  NGVD 29 (??/??/92)  391.81   (m)         1285.5    (f) COMPUTED    2 0
 SJ1428
 SJ1428.Superseded values are not recommended for survey control.
 SJ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1428.See file dsdata.txt to determine how the superseded data were derived.
 SJ1428
 SJ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8733513743(NAD 83)
 SJ1428
 SJ1428_MARKER: DV = VERTICAL CONTROL DISK
 SJ1428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1428_STAMPING: 3105 D 1974
 SJ1428_MARK LOGO: MNDT  
 SJ1428_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1428+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 SJ1428
 SJ1428  HISTORY     - Date     Condition        Report By
 SJ1428  HISTORY     - 1974     MONUMENTED       MNDT
 SJ1428  HISTORY     - 1974     GOOD             MNDT
 SJ1428  HISTORY     - 20000911 GOOD             MNDT
 SJ1428  HISTORY     - 20061111 MARK NOT FOUND   USPSQD
 SJ1428
 SJ1428                          STATION DESCRIPTION
 SJ1428
 SJ1428'DESCRIBED BY MN DEPT OF TRANSP 1974
 SJ1428'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND
 SJ1428'TRUNK HIGHWAY 65, AT SWAN RIVER, GO SOUTHEAST ON TRUNK HIGHWAY 2
 SJ1428'FOR 1.5 MILES TO A PRIVATE DRIVE NORTHEAST (TRUNK HIGHWAY 2
 SJ1428'MILEPOINT 204.7), TURN RIGHT AND GO NORTHEAST ON THE PRIVATE
 SJ1428'DRIVE FOR 0.05 MILE TO THE BURLINGTON NORTHERN RAILROAD CROSSING
 SJ1428'AND THE STATION.
 SJ1428'
 SJ1428'STATION MARK, A STANDARD MHD VCM DISK STAMPED 3105 D
 SJ1428'1974, IS CRIMPED ON A 5/8 INCH DIAMETER BY 14 FOOT LONG DRIVEN
 SJ1428'COPPER-COATED STEEL ROD.  THE MARK PROJECTS 0.2 FOOT ABOVE THE
 SJ1428'SURFACE OF THE GROUND AND IS 21.7 FEET SOUTHWEST OF THE
 SJ1428'SOUTHWEST RAIL, 6.0 FOOT NORTH OF A TELEGRAPH POLE (NO. 5), 78.0
 SJ1428'FEET SOUTHEAST OF A PRIVATE DRIVE, 1.0 FOOT NORTHEAST OF A STEEL
 SJ1428'WITNESS POST, AND ABOUT 3 FEET BELOW THE LEVEL OF THE RAILROAD
 SJ1428'TRACK.
 SJ1428
 SJ1428                          STATION RECOVERY (1974)
 SJ1428
 SJ1428'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 SJ1428'1.5 MI SE FROM SWAN RIVER.
 SJ1428'THE MARK IS LOCATED 1.5 MILES SOUTHEAST ALONG TRUNK HIGHWAY 2 FROM THE
 SJ1428'JUNCTION OF TRUNK HIGHWAYS 2 AND 65 AT SWAN RIVER TO PRIVATE DRIVE
 SJ1428'NORTHEAST (MILEPOINT 204.7) THENCE NORTHEAST ALONG PRIVATE DRIVE FOR
 SJ1428'0.05 MILE TO BURLINGTON NORTHERN RAILROAD CROSSING.  IT IS 21.7 FEET
 SJ1428'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 78.0 FEET SOUTHEAST
 SJ1428'OF PRIVATE DRIVE, 104.0 FEET SOUTHEAST OF MHD TRAVERSE STATION WARDEN,
 SJ1428'122.5 FEET SOUTH OF WARDEN REFERENCE MARK NUMBER 1, AND 6.0 FEET NORTH
 SJ1428'OF TELEGRAPH POLE NUMBER 5.  IT IS CRIMPED ON THE TOP OF A 5/8 INCH
 SJ1428'DIAMTER BY 14 FOOT LONG COPPER-COATED STEEL ROD DRIVEN INTO THE
 SJ1428'GROUND.  IT PROJECTS 3 INCHES ABOVE THE GROUND, IS ABOUT 3 FEET BELOW
 SJ1428'THE LEVEL OF THE RAILROAD, AND IS 1.0 FEET NORTHEAST OF A STEEL
 SJ1428'WITNESS POST.  NE 1/4 SECTION 18, T 53N, R 22W.
 SJ1428
 SJ1428                          STATION RECOVERY (2000)
 SJ1428
 SJ1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SJ1428'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SJ1428'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  T-POLE NO 5 IS
 SJ1428'GONE.
 SJ1428
 SJ1428                          STATION RECOVERY (2006)
 SJ1428
 SJ1428'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 SJ1428'MARK NOT FOUND, WITNESS POST IS OK, BUT SNOW AND FROZEN GROUND
 SJ1428'PREVENTED FURTHER SEARCH FOR MARK.SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8102 ***********************************************************************
 DM8102  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8102  DESIGNATION -  3105 E
 DM8102  PID         -  DM8102
 DM8102  STATE/COUNTY-  MN/ITASCA
 DM8102  COUNTRY     -  US
 DM8102  USGS QUAD   -  SWAN RIVER (1970)
 DM8102
 DM8102                         *CURRENT SURVEY CONTROL
 DM8102  ______________________________________________________________________
 DM8102* NAD 83(2007) POSITION- 47 03 37.19412(N) 093 08 09.49223(W)   ADJUSTED  
 DM8102* NAD 83(2007) ELLIP HT-   359.799 (meters)        (06/13/11)   ADJUSTED
 DM8102* NAD 83(2007) EPOCH   -  2002.00
 DM8102* NAVD 88 ORTHO HEIGHT -   389.11   (meters)    1276.6   (feet) GPS OBS   
 DM8102  ______________________________________________________________________
 DM8102  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 DM8102  NAD 83(2007) X  -   -238,135.197 (meters)                     COMP
 DM8102  NAD 83(2007) Y  - -4,346,506.545 (meters)                     COMP
 DM8102  NAD 83(2007) Z  -  4,646,599.877 (meters)                     COMP
 DM8102  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC09
 DM8102  HORZ ORDER      -  FIRST
 DM8102  ELLP ORDER      -  FOURTH    CLASS I
 DM8102
 DM8102.The horizontal coordinates were established by GPS observations
 DM8102.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8102
 DM8102.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8102.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8102
 DM8102.The horizontal coordinates are valid at the epoch date displayed above
 DM8102.which is a decimal equivalence of Year/Month/Day.
 DM8102
 DM8102.The orthometric height was determined by GPS observations and a
 DM8102.high-resolution geoid model using precise GPS observation and
 DM8102.processing techniques.
 DM8102
 DM8102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8102
 DM8102.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8102
 DM8102.The ellipsoidal height was determined by GPS observations
 DM8102.and is referenced to NAD 83.
 DM8102
 DM8102. The following values were computed from the NAD 83(2007) position.
 DM8102
 DM8102;                    North         East     Units Scale Factor Converg.
 DM8102;SPC MN N     -   162,295.430   797,267.360   MT  0.99999358   -0 01 36.0
 DM8102;SPC MN N     -   532,464.26  2,615,701.33   sFT  0.99999358   -0 01 36.0
 DM8102;UTM  15      - 5,211,877.558   489,674.440   MT  0.99960131   -0 05 58.3
 DM8102
 DM8102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8102!SPC MN N     -   0.99994361  x   0.99999358  =   0.99993719
 DM8102!UTM  15      -   0.99994361  x   0.99960131  =   0.99954494
 DM8102
 DM8102                          SUPERSEDED SURVEY CONTROL
 DM8102
 DM8102.No superseded survey control is available for this station.
 DM8102
 DM8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8967411877(NAD 83)
 DM8102
 DM8102_MARKER: I = METAL ROD
 DM8102_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8102_STAMPING: 3105 E 2009
 DM8102_MARK LOGO: MNDT  
 DM8102_PROJECTION: RECESSED 3 CENTIMETERS
 DM8102_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8102+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8102_ROD/PIPE-DEPTH: 11.6 meters
 DM8102
 DM8102  HISTORY     - Date     Condition        Report By
 DM8102  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8102
 DM8102                          STATION DESCRIPTION
 DM8102
 DM8102'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8102'THE MARK IS 1.0 MILE NORTHWEST OF WAWINA, 0.95 MILE NORTHWEST ALONG
 DM8102'TRUNK HIGHWAY 2 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND COUNTY ROAD
 DM8102'25 IN WAWINA, AT TRUNK HIGHWAY 2 MILEPOINT 206.4, 36.1 FEET NORTHEAST
 DM8102'OF TRUNK HIGHWAY 2, 7.4 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8003 ***********************************************************************
 DE8003  DESIGNATION -  3106 A
 DE8003  PID         -  DE8003
 DE8003  STATE/COUNTY-  MN/ITASCA
 DE8003  COUNTRY     -  US
 DE8003  USGS QUAD   -  SUGAR LAKE (1996)
 DE8003
 DE8003                         *CURRENT SURVEY CONTROL
 DE8003  ______________________________________________________________________
 DE8003* NAD 83(2007) POSITION- 47 11 13.02556(N) 093 46 19.09230(W)   ADJUSTED  
 DE8003* NAD 83(2007) ELLIP HT-   363.631 (meters)        (02/10/07)   ADJUSTED
 DE8003* NAD 83(2007) EPOCH   -  2002.00
 DE8003* NAVD 88 ORTHO HEIGHT -   392.730  (meters)    1288.48  (feet) ADJUSTED  
 DE8003  ______________________________________________________________________
 DE8003  NAD 83(2007) X  -   -285,688.540 (meters)                     COMP
 DE8003  NAD 83(2007) Y  - -4,333,304.047 (meters)                     COMP
 DE8003  NAD 83(2007) Z  -  4,656,181.302 (meters)                     COMP
 DE8003  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC09
 DE8003  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DE8003  DYNAMIC HEIGHT  -        392.757 (meters)     1288.57  (feet) COMP
 DE8003  MODELED GRAVITY -    980,670.6   (mgal)                       NAVD 88
 DE8003
 DE8003  VERT ORDER      -  SECOND    CLASS I
 DE8003
 DE8003  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8003  Type                                         Horiz  Ellip  Dist(km)
 DE8003  -------------------------------------------------------------------
 DE8003  NETWORK                                       1.98   1.14
 DE8003  -------------------------------------------------------------------
 DE8003  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.21   0.71      3.13
 DE8003  -------------------------------------------------------------------
 DE8003  NOTE: Click here for information on individual local accuracy
 DE8003  values and other accuracy information.
 DE8003
 DE8003
 DE8003.The horizontal coordinates were established by GPS observations
 DE8003.and adjusted by the National Geodetic Survey in February 2007.
 DE8003
 DE8003.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8003.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8003
 DE8003.The horizontal coordinates are valid at the epoch date displayed above
 DE8003.which is a decimal equivalence of Year/Month/Day.
 DE8003
 DE8003.The orthometric height was determined by differential leveling and
 DE8003.adjusted in May 2003.
 DE8003
 DE8003.Photographs are available for this station.
 DE8003
 DE8003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8003
 DE8003.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8003
 DE8003.The ellipsoidal height was determined by GPS observations
 DE8003.and is referenced to NAD 83.
 DE8003
 DE8003.The dynamic height is computed by dividing the NAVD 88
 DE8003.geopotential number by the normal gravity value computed on the
 DE8003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8003.degrees latitude (g = 980.6199 gals.).
 DE8003
 DE8003.The modeled gravity was interpolated from observed gravity values.
 DE8003
 DE8003. The following values were computed from the NAD 83(2007) position.
 DE8003
 DE8003;                    North         East     Units Scale Factor Converg.
 DE8003;SPC MN N     -   176,592.602   749,073.540   MT  0.99996640   -0 29 53.1
 DE8003;SPC MN N     -   579,370.90  2,457,585.44   sFT  0.99996640   -0 29 53.1
 DE8003;UTM  15      - 5,226,228.729   441,515.693   MT  0.99964204   -0 33 58.7
 DE8003
 DE8003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8003!SPC MN N     -   0.99994301  x   0.99996640  =   0.99990941
 DE8003!UTM  15      -   0.99994301  x   0.99964204  =   0.99958507
 DE8003
 DE8003                          SUPERSEDED SURVEY CONTROL
 DE8003
 DE8003  NAD 83(1996)-  47 11 13.02557(N)    093 46 19.09204(W) AD(       ) 1
 DE8003  ELLIP H (12/27/02)  363.656  (m)                       GP(       ) 4 1
 DE8003  NAVD 88 (12/27/02)  392.73   (m)         1288.5    (f) LEVELING    3  
 DE8003
 DE8003.Superseded values are not recommended for survey control.
 DE8003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8003.See file dsdata.txt to determine how the superseded data were derived.
 DE8003
 DE8003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4151526228(NAD 83)
 DE8003
 DE8003_MARKER: DD = SURVEY DISK
 DE8003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8003_SP_SET: BOX CULVERT
 DE8003_STAMPING: 3106 A 1999
 DE8003_MARK LOGO: MNDT  
 DE8003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8003+STABILITY: SURFACE MOTION
 DE8003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8003+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE8003
 DE8003  HISTORY     - Date     Condition        Report By
 DE8003  HISTORY     - 1999     MONUMENTED       MNDT
 DE8003
 DE8003                          STATION DESCRIPTION
 DE8003
 DE8003'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8003'9.0 MI (14.5 KM) SW OF COHASSET, 9.75 MI (15.69 KM) SOUTH AND WEST
 DE8003'ALONG TH 6 FROM JCT OF TH 6 AND TH 2 (4.0 MI NW OF COHASSET), AT TH 6
 DE8003'MP 68.0, 45.4 FT (13.8 M) SSE OF MP 68, 20.0 FT (6.1 M) ENE OF TH 6,
 DE8003'0.5 FT (15.2 CM) NORTH OF END OF BOX CULVERT AT SKUNK BROOK, 1.2 FT
 DE8003'(0.4 M) NORTH OF WIT POST, DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8004 ***********************************************************************
 DE8004  DESIGNATION -  3106 B
 DE8004  PID         -  DE8004
 DE8004  STATE/COUNTY-  MN/ITASCA
 DE8004  COUNTRY     -  US
 DE8004  USGS QUAD   -  SUGAR LAKE (1996)
 DE8004
 DE8004                         *CURRENT SURVEY CONTROL
 DE8004  ______________________________________________________________________
 DE8004* NAD 83(2007) POSITION- 47 13 43.88048(N) 093 45 28.00966(W)   ADJUSTED  
 DE8004* NAD 83(2007) ELLIP HT-   364.227 (meters)        (02/10/07)   ADJUSTED
 DE8004* NAD 83(2007) EPOCH   -  2002.00
 DE8004* NAVD 88 ORTHO HEIGHT -   393.382  (meters)    1290.62  (feet) ADJUSTED  
 DE8004  ______________________________________________________________________
 DE8004  NAD 83(2007) X  -   -284,391.323 (meters)                     COMP
 DE8004  NAD 83(2007) Y  - -4,329,963.570 (meters)                     COMP
 DE8004  NAD 83(2007) Z  -  4,659,346.754 (meters)                     COMP
 DE8004  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC09
 DE8004  GEOID HEIGHT    -        -29.15  (meters)                     GEOID09
 DE8004  DYNAMIC HEIGHT  -        393.411 (meters)     1290.72  (feet) COMP
 DE8004  MODELED GRAVITY -    980,674.9   (mgal)                       NAVD 88
 DE8004
 DE8004  VERT ORDER      -  SECOND    CLASS I
 DE8004
 DE8004  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8004  Type                                         Horiz  Ellip  Dist(km)
 DE8004  -------------------------------------------------------------------
 DE8004  NETWORK                                       1.90   1.10
 DE8004  -------------------------------------------------------------------
 DE8004  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   0.45      2.50
 DE8004  -------------------------------------------------------------------
 DE8004  NOTE: Click here for information on individual local accuracy
 DE8004  values and other accuracy information.
 DE8004
 DE8004
 DE8004.The horizontal coordinates were established by GPS observations
 DE8004.and adjusted by the National Geodetic Survey in February 2007.
 DE8004
 DE8004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8004.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8004
 DE8004.The horizontal coordinates are valid at the epoch date displayed above
 DE8004.which is a decimal equivalence of Year/Month/Day.
 DE8004
 DE8004.The orthometric height was determined by differential leveling and
 DE8004.adjusted in May 2003.
 DE8004
 DE8004.Photographs are available for this station.
 DE8004
 DE8004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8004
 DE8004.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8004
 DE8004.The ellipsoidal height was determined by GPS observations
 DE8004.and is referenced to NAD 83.
 DE8004
 DE8004.The dynamic height is computed by dividing the NAVD 88
 DE8004.geopotential number by the normal gravity value computed on the
 DE8004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8004.degrees latitude (g = 980.6199 gals.).
 DE8004
 DE8004.The modeled gravity was interpolated from observed gravity values.
 DE8004
 DE8004. The following values were computed from the NAD 83(2007) position.
 DE8004
 DE8004;                    North         East     Units Scale Factor Converg.
 DE8004;SPC MN N     -   181,241.698   750,188.541   MT  0.99995846   -0 29 15.2
 DE8004;SPC MN N     -   594,623.80  2,461,243.57   sFT  0.99995846   -0 29 15.2
 DE8004;UTM  15      - 5,230,874.995   442,635.890   MT  0.99964044   -0 33 22.6
 DE8004
 DE8004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8004!SPC MN N     -   0.99994291  x   0.99995846  =   0.99990137
 DE8004!UTM  15      -   0.99994291  x   0.99964044  =   0.99958337
 DE8004
 DE8004                          SUPERSEDED SURVEY CONTROL
 DE8004
 DE8004  NAD 83(1996)-  47 13 43.88053(N)    093 45 28.00938(W) AD(       ) 1
 DE8004  ELLIP H (12/27/02)  364.254  (m)                       GP(       ) 4 1
 DE8004  NAVD 88 (12/27/02)  393.38   (m)         1290.6    (f) LEVELING    3  
 DE8004
 DE8004.Superseded values are not recommended for survey control.
 DE8004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8004.See file dsdata.txt to determine how the superseded data were derived.
 DE8004
 DE8004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4263530874(NAD 83)
 DE8004
 DE8004_MARKER: DV = VERTICAL CONTROL DISK
 DE8004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE8004_SP_SET: BRIDGE
 DE8004_STAMPING: 3106 B 1999
 DE8004_MARK LOGO: MNDT  
 DE8004_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8004+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2000
 DE8004
 DE8004  HISTORY     - Date     Condition        Report By
 DE8004  HISTORY     - 1983     MONUMENTED       MNDT
 DE8004  HISTORY     - 19990624 GOOD             MNDT
 DE8004  HISTORY     - 20000725 GOOD             MNDT
 DE8004
 DE8004                          STATION DESCRIPTION
 DE8004
 DE8004'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8004'7 MI (11.3 KM) SW OF COHASSET, IN SE CORNER OF BRIDGE NO 31030 OVER
 DE8004'MISSISSIPPI RIVER, 6.65 MI (10.70 KM) SOUTH AND WEST ALONG TH 6 FROM
 DE8004'JCT OF TH 2 (4 MI NW OF COHASSET) , AT TH 6 MP 71.10, 22.5 FT (6.9 M)
 DE8004'NE OF TH 6, 1.4 FT (0.4 M) NE OF GUARD RAIL.
 DE8004
 DE8004                          STATION RECOVERY (2000)
 DE8004
 DE8004'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DE8004'7.0 MI (11.3 KM) SW OF COHASSET, 6.65 MI (10.70 KM) SOUTH AND WEST
 DE8004'ALONG TH 6 FROM JCT OF TH TH 6 AND TH 2 (4.0 MI NW OF COHASSET),IN
 DE8004'ABUT AT SE COR OF BRDG NO 602 (TH 6 OVER MISSISSIPPI RIVER), AT TH 6
 DE8004'MP 71.10, 22.5 FT (6.9 M) NE OF TH 6, 1.4 FT (0.4 M) NE OF GUARD RAIL.
 DE8004'DISK WAS SET IN 1983 UNSTAMPED, RECOVERED AND STAMPED IN 1999.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8005 ***********************************************************************
 DE8005  DESIGNATION -  3106 C
 DE8005  PID         -  DE8005
 DE8005  STATE/COUNTY-  MN/ITASCA
 DE8005  COUNTRY     -  US
 DE8005  USGS QUAD   -  SISEEBAKWET LAKE (1969)
 DE8005
 DE8005                         *CURRENT SURVEY CONTROL
 DE8005  ______________________________________________________________________
 DE8005* NAD 83(2007) POSITION- 47 14 46.98263(N) 093 42 43.25202(W)   ADJUSTED  
 DE8005* NAD 83(2007) ELLIP HT-   361.847 (meters)        (02/10/07)   ADJUSTED
 DE8005* NAD 83(2007) EPOCH   -  2002.00
 DE8005* NAVD 88 ORTHO HEIGHT -   391.051  (meters)    1282.97  (feet) ADJUSTED  
 DE8005  ______________________________________________________________________
 DE8005  NAD 83(2007) X  -   -280,839.862 (meters)                     COMP
 DE8005  NAD 83(2007) Y  - -4,328,759.952 (meters)                     COMP
 DE8005  NAD 83(2007) Z  -  4,660,668.188 (meters)                     COMP
 DE8005  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 DE8005  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DE8005  DYNAMIC HEIGHT  -        391.081 (meters)     1283.07  (feet) COMP
 DE8005  MODELED GRAVITY -    980,678.3   (mgal)                       NAVD 88
 DE8005
 DE8005  VERT ORDER      -  SECOND    CLASS I
 DE8005
 DE8005  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8005  Type                                         Horiz  Ellip  Dist(km)
 DE8005  -------------------------------------------------------------------
 DE8005  NETWORK                                       1.74   1.00
 DE8005  -------------------------------------------------------------------
 DE8005  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.50   0.76      1.35
 DE8005  -------------------------------------------------------------------
 DE8005  NOTE: Click here for information on individual local accuracy
 DE8005  values and other accuracy information.
 DE8005
 DE8005
 DE8005.The horizontal coordinates were established by GPS observations
 DE8005.and adjusted by the National Geodetic Survey in February 2007.
 DE8005
 DE8005.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8005.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8005
 DE8005.The horizontal coordinates are valid at the epoch date displayed above
 DE8005.which is a decimal equivalence of Year/Month/Day.
 DE8005
 DE8005.The orthometric height was determined by differential leveling and
 DE8005.adjusted in May 2003.
 DE8005
 DE8005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8005
 DE8005.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8005
 DE8005.The ellipsoidal height was determined by GPS observations
 DE8005.and is referenced to NAD 83.
 DE8005
 DE8005.The dynamic height is computed by dividing the NAVD 88
 DE8005.geopotential number by the normal gravity value computed on the
 DE8005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8005.degrees latitude (g = 980.6199 gals.).
 DE8005
 DE8005.The modeled gravity was interpolated from observed gravity values.
 DE8005
 DE8005. The following values were computed from the NAD 83(2007) position.
 DE8005
 DE8005;                    North         East     Units Scale Factor Converg.
 DE8005;SPC MN N     -   183,161.812   753,669.597   MT  0.99995530   -0 27 13.1
 DE8005;SPC MN N     -   600,923.38  2,472,664.34   sFT  0.99995530   -0 27 13.1
 DE8005;UTM  15      - 5,232,790.308   446,118.143   MT  0.99963568   -0 31 22.2
 DE8005
 DE8005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8005!SPC MN N     -   0.99994329  x   0.99995530  =   0.99989859
 DE8005!UTM  15      -   0.99994329  x   0.99963568  =   0.99957899
 DE8005
 DE8005|---------------------------------------------------------------------|
 DE8005| PID    Reference Object                     Distance      Geod. Az  |
 DE8005|                                                           dddmmss.s |
 DE8005| SJ1617 D 263                               213.599 METERS 09220     |
 DE8005|---------------------------------------------------------------------|
 DE8005
 DE8005                          SUPERSEDED SURVEY CONTROL
 DE8005
 DE8005  NAD 83(1996)-  47 14 46.98271(N)    093 42 43.25177(W) AD(       ) 1
 DE8005  ELLIP H (12/27/02)  361.868  (m)                       GP(       ) 4 1
 DE8005  NAVD 88 (12/27/02)  391.05   (m)         1283.0    (f) LEVELING    3  
 DE8005
 DE8005.Superseded values are not recommended for survey control.
 DE8005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8005.See file dsdata.txt to determine how the superseded data were derived.
 DE8005
 DE8005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4611832790(NAD 83)
 DE8005
 DE8005_MARKER: DD = SURVEY DISK
 DE8005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8005_STAMPING: 3106 C 1999
 DE8005_MARK LOGO: MNDT  
 DE8005_PROJECTION: FLUSH
 DE8005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8005+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE8005_ROD/PIPE-DEPTH: 24.7 meters
 DE8005
 DE8005  HISTORY     - Date     Condition        Report By
 DE8005  HISTORY     - 1999     MONUMENTED       MNDT
 DE8005
 DE8005                          STATION DESCRIPTION
 DE8005
 DE8005'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8005'4.0 MI (6.4 KM) WSW OF COHASSET, 3.75 MI (6.03 KM) SOUTH AND WEST
 DE8005'ALONG TH 6 FROM JCT OF TH 6 AND TH 2 (4.0 MI NW OF COHASSET), AT TH 6
 DE8005'MP 74.0, 31.3 FT (9.5 M) SOUTH OF TH 6, 9.5 FT (2.9 M) EAST OF P-POLE,
 DE8005'22.0 FT (6.7 M) WEST OF DRIVEWAY, 21.9 FT (6.7 M) ENE OF TEL PEDESTAL,
 DE8005'42.0 FT (12.8 M) SW OF MILEPOST 74, 2.5 FT (0.8 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8006 ***********************************************************************
 DE8006  DESIGNATION -  3106 D
 DE8006  PID         -  DE8006
 DE8006  STATE/COUNTY-  MN/ITASCA
 DE8006  COUNTRY     -  US
 DE8006  USGS QUAD   -  COHASSET WEST (1969)
 DE8006
 DE8006                         *CURRENT SURVEY CONTROL
 DE8006  ______________________________________________________________________
 DE8006* NAD 83(2007) POSITION- 47 16 17.93405(N) 093 42 09.77312(W)   ADJUSTED  
 DE8006* NAD 83(2007) ELLIP HT-   367.606 (meters)        (02/10/07)   ADJUSTED
 DE8006* NAD 83(2007) EPOCH   -  2002.00
 DE8006* NAVD 88 ORTHO HEIGHT -   396.832  (meters)    1301.94  (feet) ADJUSTED  
 DE8006  ______________________________________________________________________
 DE8006  NAD 83(2007) X  -   -280,004.283 (meters)                     COMP
 DE8006  NAD 83(2007) Y  - -4,326,750.717 (meters)                     COMP
 DE8006  NAD 83(2007) Z  -  4,662,578.803 (meters)                     COMP
 DE8006  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC09
 DE8006  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DE8006  DYNAMIC HEIGHT  -        396.864 (meters)     1302.04  (feet) COMP
 DE8006  MODELED GRAVITY -    980,681.3   (mgal)                       NAVD 88
 DE8006
 DE8006  VERT ORDER      -  SECOND    CLASS I
 DE8006
 DE8006  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8006  Type                                         Horiz  Ellip  Dist(km)
 DE8006  -------------------------------------------------------------------
 DE8006  NETWORK                                       0.93   0.67
 DE8006  -------------------------------------------------------------------
 DE8006  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.45      1.65
 DE8006  -------------------------------------------------------------------
 DE8006  NOTE: Click here for information on individual local accuracy
 DE8006  values and other accuracy information.
 DE8006
 DE8006
 DE8006.The horizontal coordinates were established by GPS observations
 DE8006.and adjusted by the National Geodetic Survey in February 2007.
 DE8006
 DE8006.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8006.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8006
 DE8006.The horizontal coordinates are valid at the epoch date displayed above
 DE8006.which is a decimal equivalence of Year/Month/Day.
 DE8006
 DE8006.The orthometric height was determined by differential leveling and
 DE8006.adjusted in May 2003.
 DE8006
 DE8006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8006
 DE8006.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8006
 DE8006.The ellipsoidal height was determined by GPS observations
 DE8006.and is referenced to NAD 83.
 DE8006
 DE8006.The dynamic height is computed by dividing the NAVD 88
 DE8006.geopotential number by the normal gravity value computed on the
 DE8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8006.degrees latitude (g = 980.6199 gals.).
 DE8006
 DE8006.The modeled gravity was interpolated from observed gravity values.
 DE8006
 DE8006. The following values were computed from the NAD 83(2007) position.
 DE8006
 DE8006;                    North         East     Units Scale Factor Converg.
 DE8006;SPC MN N     -   185,964.843   754,395.482   MT  0.99995090   -0 26 48.3
 DE8006;SPC MN N     -   610,119.66  2,475,045.84   sFT  0.99995090   -0 26 48.3
 DE8006;UTM  15      - 5,235,591.568   446,847.188   MT  0.99963472   -0 30 58.4
 DE8006
 DE8006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8006!SPC MN N     -   0.99994238  x   0.99995090  =   0.99989329
 DE8006!UTM  15      -   0.99994238  x   0.99963472  =   0.99957712
 DE8006
 DE8006:                Primary Azimuth Mark                     Grid Az
 DE8006:SPC MN N     -  3106 E RESET                             001 04 43.7
 DE8006:UTM  15      -  3106 E RESET                             001 08 53.8
 DE8006
 DE8006|---------------------------------------------------------------------|
 DE8006| PID    Reference Object                     Distance      Geod. Az  |
 DE8006|                                                           dddmmss.s |
 DE8006| DM8103 3106 E RESET                        APPROX. 1.2 KM 0003755.4 |
 DE8006| DE8007 3106 E                              APPROX. 1.2 KM 0003756.7 |
 DE8006|---------------------------------------------------------------------|
 DE8006
 DE8006                          SUPERSEDED SURVEY CONTROL
 DE8006
 DE8006  NAD 83(1996)-  47 16 17.93419(N)    093 42 09.77287(W) AD(       ) 1
 DE8006  ELLIP H (12/27/02)  367.621  (m)                       GP(       ) 4 1
 DE8006  NAVD 88 (12/27/02)  396.83   (m)         1301.9    (f) LEVELING    3  
 DE8006
 DE8006.Superseded values are not recommended for survey control.
 DE8006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8006.See file dsdata.txt to determine how the superseded data were derived.
 DE8006
 DE8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4684735591(NAD 83)
 DE8006
 DE8006_MARKER: DD = SURVEY DISK
 DE8006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8006_STAMPING: 3106 D 1999
 DE8006_MARK LOGO: MNDT  
 DE8006_PROJECTION: RECESSED 5 CENTIMETERS
 DE8006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8006+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2009
 DE8006_ROD/PIPE-DEPTH:  9.1 meters
 DE8006
 DE8006  HISTORY     - Date     Condition        Report By
 DE8006  HISTORY     - 19991001 MONUMENTED       MNDT
 DE8006  HISTORY     - 20091022 GOOD             MNDT
 DE8006
 DE8006                          STATION DESCRIPTION
 DE8006
 DE8006'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8006'3.5 MI (5.6 KM) WEST OF COHASSET, 1.65 MI (2.66 KM) SOUTH ALONG TH 6
 DE8006'FROM JCT OF TH 6 AND TH 2 (4.0 MI NW OF COHASSET), AT TH 6 MP 76.1,
 DE8006'106.6 FT (32.5 M) WEST OF TH 6, 2.9 FT (0.9 M) EAST OF FENCE, 155.0 FT
 DE8006'(47.2 M) SOUTH OF DRIVEWAY, 2.4 FT (0.7 M) EAST OF WIT POST.
 DE8006
 DE8006                          STATION RECOVERY (2009)
 DE8006
 DE8006'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DE8006'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE8006'THE MARK IS 3.5 MILES WEST OF COHASSET, 1.65 MILES SOUTH ON TRUNK
 DE8006'HIGHWAY 6 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 2 IN
 DE8006'COHASSET, AT TRUNK HIGHWAY 6 MILEPOINT 76.1, 155 FEET SOUTH OF
 DE8006'DRIVEWAY, 106.6 FEET WEST OF TRUNK HIGHWAY 6, 2.9 FEET EAST OF FENCE,
 DE8006'2.4 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE8007 ***********************************************************************
 DE8007  DESIGNATION -  3106 E
 DE8007  PID         -  DE8007
 DE8007  STATE/COUNTY-  MN/ITASCA
 DE8007  COUNTRY     -  US
 DE8007  USGS QUAD   -  COHASSET WEST (1969)
 DE8007
 DE8007                         *CURRENT SURVEY CONTROL
 DE8007  ______________________________________________________________________
 DE8007* NAD 83(2007) POSITION- 47 16 56.26560(N) 093 42 09.15136(W)   ADJUSTED  
 DE8007* NAD 83(2007) ELLIP HT-   368.633 (meters)        (02/10/07)   ADJUSTED
 DE8007* NAD 83(2007) EPOCH   -  2002.00
 DE8007* NAVD 88 ORTHO HEIGHT -   397.869  (meters)    1305.34  (feet) ADJUSTED  
 DE8007  ______________________________________________________________________
 DE8007  NAD 83(2007) X  -   -279,935.124 (meters)                     COMP
 DE8007  NAD 83(2007) Y  - -4,325,884.377 (meters)                     COMP
 DE8007  NAD 83(2007) Z  -  4,663,382.736 (meters)                     COMP
 DE8007  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC09
 DE8007  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 DE8007  DYNAMIC HEIGHT  -        397.901 (meters)     1305.45  (feet) COMP
 DE8007  MODELED GRAVITY -    980,682.4   (mgal)                       NAVD 88
 DE8007
 DE8007  VERT ORDER      -  SECOND    CLASS I
 DE8007
 DE8007  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE8007  Type                                         Horiz  Ellip  Dist(km)
 DE8007  -------------------------------------------------------------------
 DE8007  NETWORK                                       0.78   0.59
 DE8007  -------------------------------------------------------------------
 DE8007  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.39      1.38
 DE8007  -------------------------------------------------------------------
 DE8007  NOTE: Click here for information on individual local accuracy
 DE8007  values and other accuracy information.
 DE8007
 DE8007
 DE8007.The horizontal coordinates were established by GPS observations
 DE8007.and adjusted by the National Geodetic Survey in February 2007.
 DE8007
 DE8007.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE8007.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE8007
 DE8007.The horizontal coordinates are valid at the epoch date displayed above
 DE8007.which is a decimal equivalence of Year/Month/Day.
 DE8007
 DE8007.The orthometric height was determined by differential leveling and
 DE8007.adjusted in May 2003.
 DE8007
 DE8007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8007
 DE8007.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE8007
 DE8007.The ellipsoidal height was determined by GPS observations
 DE8007.and is referenced to NAD 83.
 DE8007
 DE8007.The dynamic height is computed by dividing the NAVD 88
 DE8007.geopotential number by the normal gravity value computed on the
 DE8007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8007.degrees latitude (g = 980.6199 gals.).
 DE8007
 DE8007.The modeled gravity was interpolated from observed gravity values.
 DE8007
 DE8007. The following values were computed from the NAD 83(2007) position.
 DE8007
 DE8007;                    North         East     Units Scale Factor Converg.
 DE8007;SPC MN N     -   187,148.412   754,417.777   MT  0.99994910   -0 26 47.8
 DE8007;SPC MN N     -   614,002.75  2,475,118.99   sFT  0.99994910   -0 26 47.8
 DE8007;UTM  15      - 5,236,774.736   446,870.912   MT  0.99963469   -0 30 58.2
 DE8007
 DE8007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8007!SPC MN N     -   0.99994222  x   0.99994910  =   0.99989132
 DE8007!UTM  15      -   0.99994222  x   0.99963469  =   0.99957693
 DE8007
 DE8007:                Primary Azimuth Mark                     Grid Az
 DE8007:SPC MN N     -  3106 D                                   181 04 44.9
 DE8007:UTM  15      -  3106 D                                   181 08 55.3
 DE8007
 DE8007|---------------------------------------------------------------------|
 DE8007| PID    Reference Object                     Distance      Geod. Az  |
 DE8007|                                                           dddmmss.s |
 DE8007| DE8006 3106 D                              APPROX. 1.2 KM 1803757.1 |
 DE8007|---------------------------------------------------------------------|
 DE8007
 DE8007                          SUPERSEDED SURVEY CONTROL
 DE8007
 DE8007  NAD 83(1996)-  47 16 56.26577(N)    093 42 09.15108(W) AD(       ) 1
 DE8007  ELLIP H (12/27/02)  368.650  (m)                       GP(       ) 4 1
 DE8007  NAVD 88 (12/27/02)  397.87   (m)         1305.3    (f) LEVELING    3  
 DE8007
 DE8007.Superseded values are not recommended for survey control.
 DE8007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8007.See file dsdata.txt to determine how the superseded data were derived.
 DE8007
 DE8007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4687036774(NAD 83)
 DE8007
 DE8007_MARKER: DD = SURVEY DISK
 DE8007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE8007_STAMPING: 3106 E 1999
 DE8007_MARK LOGO: MNDT  
 DE8007_PROJECTION: FLUSH
 DE8007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8007+SATELLITE: SATELLITE OBSERVATIONS - 1999
 DE8007_ROD/PIPE-DEPTH:  4.6 meters
 DE8007
 DE8007  HISTORY     - Date     Condition        Report By
 DE8007  HISTORY     - 1999     MONUMENTED       MNDT
 DE8007
 DE8007                          STATION DESCRIPTION
 DE8007
 DE8007'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 DE8007'3.5 MI (5.6 KM) WNW OF COHASSET, 0.85 MI (1.37 KM) SOUTH ALONG TH 6
 DE8007'FROM JCT OF TH 2 AND TH 6 (4.0 MI NW OF COHASSET), AT TH 6 MP 76.9,
 DE8007'43.0 FT (13.1 M) WEST OF TH 6, 77.4 FT (23.6 M) NE OF FENCE COR, 9.0
 DE8007'FT (2.7 M) NORTH OF ENT, 2.8 FT (0.9 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8103 ***********************************************************************
 DM8103  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8103  DESIGNATION -  3106 E RESET
 DM8103  PID         -  DM8103
 DM8103  STATE/COUNTY-  MN/ITASCA
 DM8103  COUNTRY     -  US
 DM8103  USGS QUAD   -  COHASSET WEST (1969)
 DM8103
 DM8103                         *CURRENT SURVEY CONTROL
 DM8103  ______________________________________________________________________
 DM8103* NAD 83(2007) POSITION- 47 16 56.26606(N) 093 42 09.15169(W)   ADJUSTED  
 DM8103* NAD 83(2007) ELLIP HT-   368.667 (meters)        (06/13/11)   ADJUSTED
 DM8103* NAD 83(2007) EPOCH   -  2002.00
 DM8103* NAVD 88 ORTHO HEIGHT -   397.90   (meters)    1305.4   (feet) GPS OBS   
 DM8103  ______________________________________________________________________
 DM8103  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 DM8103  NAD 83(2007) X  -   -279,935.132 (meters)                     COMP
 DM8103  NAD 83(2007) Y  - -4,325,884.389 (meters)                     COMP
 DM8103  NAD 83(2007) Z  -  4,663,382.771 (meters)                     COMP
 DM8103  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC09
 DM8103  HORZ ORDER      -  FIRST
 DM8103  ELLP ORDER      -  FOURTH    CLASS I
 DM8103
 DM8103.The horizontal coordinates were established by GPS observations
 DM8103.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8103
 DM8103.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8103.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8103
 DM8103.The horizontal coordinates are valid at the epoch date displayed above
 DM8103.which is a decimal equivalence of Year/Month/Day.
 DM8103
 DM8103.The orthometric height was determined by GPS observations and a
 DM8103.high-resolution geoid model using precise GPS observation and
 DM8103.processing techniques.
 DM8103
 DM8103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8103
 DM8103.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8103
 DM8103.The ellipsoidal height was determined by GPS observations
 DM8103.and is referenced to NAD 83.
 DM8103
 DM8103. The following values were computed from the NAD 83(2007) position.
 DM8103
 DM8103;                    North         East     Units Scale Factor Converg.
 DM8103;SPC MN N     -   187,148.426   754,417.770   MT  0.99994910   -0 26 47.8
 DM8103;SPC MN N     -   614,002.79  2,475,118.97   sFT  0.99994910   -0 26 47.8
 DM8103;UTM  15      - 5,236,774.750   446,870.905   MT  0.99963469   -0 30 58.2
 DM8103
 DM8103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8103!SPC MN N     -   0.99994222  x   0.99994910  =   0.99989132
 DM8103!UTM  15      -   0.99994222  x   0.99963469  =   0.99957693
 DM8103
 DM8103:                Primary Azimuth Mark                     Grid Az
 DM8103:SPC MN N     -  3106 D                                   181 04 43.7
 DM8103:UTM  15      -  3106 D                                   181 08 54.1
 DM8103
 DM8103|---------------------------------------------------------------------|
 DM8103| PID    Reference Object                     Distance      Geod. Az  |
 DM8103|                                                           dddmmss.s |
 DM8103| DE8006 3106 D                              APPROX. 1.2 KM 1803755.9 |
 DM8103|---------------------------------------------------------------------|
 DM8103
 DM8103                          SUPERSEDED SURVEY CONTROL
 DM8103
 DM8103.No superseded survey control is available for this station.
 DM8103
 DM8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4687036774(NAD 83)
 DM8103
 DM8103_MARKER: I = METAL ROD
 DM8103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8103_STAMPING: 3106 E RESET 2009
 DM8103_MARK LOGO: MNDT  
 DM8103_PROJECTION: RECESSED 3 CENTIMETERS
 DM8103_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8103+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2009
 DM8103_ROD/PIPE-DEPTH:  4.6 meters
 DM8103
 DM8103  HISTORY     - Date     Condition        Report By
 DM8103  HISTORY     - 20091021 MONUMENTED       MNDT
 DM8103
 DM8103                          STATION DESCRIPTION
 DM8103
 DM8103'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8103'THE MARK IS 3.5 MILES WEST-NORTHWEST OF COHASSET, 0.85 MILE SOUTH
 DM8103'ALONG TRUNK HIGHWAY 6 FROM JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 DM8103'HIGHWAY 6 IN COHASSET, 4.0 MILES NORTHWEST OF COHASSET, AT TRUNK
 DM8103'HIGHWAY 6 MILEPOINT 76.9, 77.4 FEET NORTHEAST OF FENCE CORNER, 43.0
 DM8103'FEET WEST OF TRUNK HIGHWAY 6, 9.0 FEET NORTH OF ENTRANCE, 2.8 FEET
 DM8103'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8189 ***********************************************************************
 DK8189  DESIGNATION -  3107 AA RESET
 DK8189  PID         -  DK8189
 DK8189  STATE/COUNTY-  MN/ITASCA
 DK8189  COUNTRY     -  US
 DK8189  USGS QUAD   -  WILDWOOD SE (1996)
 DK8189
 DK8189                         *CURRENT SURVEY CONTROL
 DK8189  ______________________________________________________________________
 DK8189* NAD 83(1986) POSITION- 47 49 32.     (N) 093 46 36.     (W)   SCALED    
 DK8189* NAVD 88 ORTHO HEIGHT -   418.552  (meters)    1373.20  (feet) ADJUSTED  
 DK8189  ______________________________________________________________________
 DK8189  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DK8189  DYNAMIC HEIGHT  -        418.616 (meters)     1373.41  (feet) COMP
 DK8189  MODELED GRAVITY -    980,751.9   (mgal)                       NAVD 88
 DK8189
 DK8189  VERT ORDER      -  SECOND    CLASS I
 DK8189
 DK8189.The horizontal coordinates were scaled from a topographic map and have
 DK8189.an estimated accuracy of +/- 6 seconds.
 DK8189.
 DK8189.The orthometric height was determined by differential leveling and
 DK8189.adjusted in April 2009.
 DK8189
 DK8189.The dynamic height is computed by dividing the NAVD 88
 DK8189.geopotential number by the normal gravity value computed on the
 DK8189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8189.degrees latitude (g = 980.6199 gals.).
 DK8189
 DK8189.The modeled gravity was interpolated from observed gravity values.
 DK8189
 DK8189;                    North         East    Units  Estimated Accuracy
 DK8189;SPC MN N     -   247,590.      749,340.      MT  (+/- 180 meters Scaled)
 DK8189
 DK8189                          SUPERSEDED SURVEY CONTROL
 DK8189
 DK8189.No superseded survey control is available for this station.
 DK8189
 DK8189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN418972(NAD 83)
 DK8189
 DK8189_MARKER: DD = SURVEY DISK
 DK8189_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8189_STAMPING: 3107 AA RESET 2005
 DK8189_MARK LOGO: MNDT  
 DK8189_PROJECTION: RECESSED 30 CENTIMETERS
 DK8189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8189+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 DK8189_ROD/PIPE-DEPTH:  9.1 meters
 DK8189
 DK8189  HISTORY     - Date     Condition        Report By
 DK8189  HISTORY     - 20050622 MONUMENTED       MNDT
 DK8189
 DK8189                          STATION DESCRIPTION
 DK8189
 DK8189'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK8189'THE MARK IS 6.0 MI (9.7 KM) WEST-SOUTHWEST OF EFFIE, 1.0 MI (1.6 KM)
 DK8189'SOUTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND
 DK8189'TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 6 MILE POINT 125.05, 52.5 FT (16.0
 DK8189'M) WEST OF TRUNK HIGHWAY 6, 21.1 FT (6.4 M) WEST-NORTHWEST OF WEST END
 DK8189'OF 24 INCH (61 CM) METAL CULVERT, 21.0 FT (6.4 M) SOUTH OF FOREST
 DK8189'ROAD, 2.3 FT (0.7 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ6386 ***********************************************************************
 AJ6386  DESIGNATION -  3107 AB
 AJ6386  PID         -  AJ6386
 AJ6386  STATE/COUNTY-  MN/ITASCA
 AJ6386  COUNTRY     -  US
 AJ6386  USGS QUAD   -  SPRING LAKE (1996)
 AJ6386
 AJ6386                         *CURRENT SURVEY CONTROL
 AJ6386  ______________________________________________________________________
 AJ6386* NAD 83(1986) POSITION- 47 44 54.1    (N) 093 46 31.4    (W)   HD_HELD2  
 AJ6386* NAVD 88 ORTHO HEIGHT -   403.482  (meters)    1323.76  (feet) ADJUSTED  
 AJ6386  ______________________________________________________________________
 AJ6386  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 AJ6386  DYNAMIC HEIGHT  -        403.539 (meters)     1323.94  (feet) COMP
 AJ6386  MODELED GRAVITY -    980,743.3   (mgal)                       NAVD 88
 AJ6386
 AJ6386  VERT ORDER      -  SECOND    CLASS I
 AJ6386
 AJ6386.The horizontal coordinates were established by autonomous hand held GPS
 AJ6386.observations and have an estimated accuracy of +/- 10 meters.
 AJ6386.
 AJ6386.The orthometric height was determined by differential leveling and
 AJ6386.adjusted in December 2005.
 AJ6386
 AJ6386.Photographs are available for this station.
 AJ6386
 AJ6386.The dynamic height is computed by dividing the NAVD 88
 AJ6386.geopotential number by the normal gravity value computed on the
 AJ6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6386.degrees latitude (g = 980.6199 gals.).
 AJ6386
 AJ6386.The modeled gravity was interpolated from observed gravity values.
 AJ6386
 AJ6386;                    North         East    Units  Estimated Accuracy
 AJ6386;SPC MN N     -   239,005.      749,360.      MT  (+/- 10 meters HH2 GPS)
 AJ6386
 AJ6386                          SUPERSEDED SURVEY CONTROL
 AJ6386
 AJ6386  NAVD 88 (12/03/02)  403.488  (m)         1323.78   (f) SUPERSEDED  2 1
 AJ6386
 AJ6386.Superseded values are not recommended for survey control.
 AJ6386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6386.See file dsdata.txt to determine how the superseded data were derived.
 AJ6386
 AJ6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4187888623(NAD 83)
 AJ6386
 AJ6386_MARKER: DB = BENCH MARK DISK
 AJ6386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ6386_SP_SET: BRIDGE ABUTMENT
 AJ6386_STAMPING: 3107 AB 1999
 AJ6386_MARK LOGO: MNDT  
 AJ6386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ6386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6386+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 AJ6386
 AJ6386  HISTORY     - Date     Condition        Report By
 AJ6386  HISTORY     - 1999     MONUMENTED       MNDT
 AJ6386  HISTORY     - 19990331 GOOD             MNDT
 AJ6386  HISTORY     - 20020205 GOOD             MNDT
 AJ6386  HISTORY     - 20031014 GOOD             MNDT
 AJ6386
 AJ6386                          STATION DESCRIPTION
 AJ6386
 AJ6386'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ6386'THE MARK IS LOCATED 5.75 MI (9.25 KM) WEST OF BIGFORK, IN THE ABUT AT
 AJ6386'SE COR OF TH 6 BRDG OVER BIG FORK RIVER, 6.5 MI (10.5 KM) SOUTH ALONG
 AJ6386'TH 6 FROM JCT OF TH 6 AND TH 1 TO EAST, 6 MI (9.7 KM) WEST OF EFFIE,
 AJ6386'AT TH 6 MP 119.65, 19 FT (5.8 M) EAST OF TH 6. NOTE--THE BENCH MARK
 AJ6386'WAS SET IN 1965, BUT THE YEAR WAS NOT STAMPED UNTIL THE LEVELING IN
 AJ6386'1999, THEN STAMPED 1999.
 AJ6386
 AJ6386                          STATION RECOVERY (2002)
 AJ6386
 AJ6386'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 AJ6386'RECOVERED AS DESCRIBED.
 AJ6386
 AJ6386                          STATION RECOVERY (2003)
 AJ6386
 AJ6386'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ6386'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7044 ***********************************************************************
 DE7044  DESIGNATION -  3107 AC
 DE7044  PID         -  DE7044
 DE7044  STATE/COUNTY-  MN/ITASCA
 DE7044  COUNTRY     -  US
 DE7044  USGS QUAD   -  JESSIE LAKE (1996)
 DE7044
 DE7044                         *CURRENT SURVEY CONTROL
 DE7044  ______________________________________________________________________
 DE7044* NAD 83(2007) POSITION- 47 36 04.39080(N) 093 46 32.75039(W)   ADJUSTED  
 DE7044* NAD 83(2007) ELLIP HT-   387.479 (meters)        (02/10/07)   ADJUSTED
 DE7044* NAD 83(2007) EPOCH   -  2002.00
 DE7044* NAVD 88 ORTHO HEIGHT -   416.377  (meters)    1366.06  (feet) ADJUSTED  
 DE7044  ______________________________________________________________________
 DE7044  NAD 83(2007) X  -   -283,744.051 (meters)                     COMP
 DE7044  NAD 83(2007) Y  - -4,299,473.155 (meters)                     COMP
 DE7044  NAD 83(2007) Z  -  4,687,379.486 (meters)                     COMP
 DE7044  LAPLACE CORR    -         -4.33  (seconds)                    DEFLEC09
 DE7044  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 DE7044  DYNAMIC HEIGHT  -        416.436 (meters)     1366.26  (feet) COMP
 DE7044  MODELED GRAVITY -    980,741.0   (mgal)                       NAVD 88
 DE7044
 DE7044  VERT ORDER      -  SECOND    CLASS I
 DE7044
 DE7044  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7044  Type                                         Horiz  Ellip  Dist(km)
 DE7044  -------------------------------------------------------------------
 DE7044  NETWORK                                       0.98   0.73
 DE7044  -------------------------------------------------------------------
 DE7044  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.43      1.58
 DE7044  -------------------------------------------------------------------
 DE7044  NOTE: Click here for information on individual local accuracy
 DE7044  values and other accuracy information.
 DE7044
 DE7044
 DE7044.The horizontal coordinates were established by GPS observations
 DE7044.and adjusted by the National Geodetic Survey in February 2007.
 DE7044
 DE7044.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7044.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7044
 DE7044.The horizontal coordinates are valid at the epoch date displayed above
 DE7044.which is a decimal equivalence of Year/Month/Day.
 DE7044
 DE7044.The orthometric height was determined by differential leveling and
 DE7044.adjusted in May 2009.
 DE7044
 DE7044.Photographs are available for this station.
 DE7044
 DE7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7044
 DE7044.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7044
 DE7044.The ellipsoidal height was determined by GPS observations
 DE7044.and is referenced to NAD 83.
 DE7044
 DE7044.The dynamic height is computed by dividing the NAVD 88
 DE7044.geopotential number by the normal gravity value computed on the
 DE7044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7044.degrees latitude (g = 980.6199 gals.).
 DE7044
 DE7044.The modeled gravity was interpolated from observed gravity values.
 DE7044
 DE7044. The following values were computed from the NAD 83(2007) position.
 DE7044
 DE7044;                    North         East     Units Scale Factor Converg.
 DE7044;SPC MN N     -   222,648.049   749,188.631   MT  0.99991113   -0 30 03.2
 DE7044;SPC MN N     -   730,471.14  2,457,963.03   sFT  0.99991113   -0 30 03.2
 DE7044;UTM  15      - 5,272,270.526   441,687.098   MT  0.99964179   -0 34 22.4
 DE7044
 DE7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7044!SPC MN N     -   0.99993927  x   0.99991113  =   0.99985041
 DE7044!UTM  15      -   0.99993927  x   0.99964179  =   0.99958108
 DE7044
 DE7044:                Primary Azimuth Mark                     Grid Az
 DE7044:SPC MN N     -  3107 AD                                  353 13 34.2
 DE7044:UTM  15      -  3107 AD                                  353 17 53.4
 DE7044
 DE7044|---------------------------------------------------------------------|
 DE7044| PID    Reference Object                     Distance      Geod. Az  |
 DE7044|                                                           dddmmss.s |
 DE7044| DE7045 3107 AD                             APPROX. 0.9 KM 3524331.0 |
 DE7044|---------------------------------------------------------------------|
 DE7044
 DE7044                          SUPERSEDED SURVEY CONTROL
 DE7044
 DE7044  NAD 83(1996)-  47 36 04.39087(N)    093 46 32.75020(W) AD(       ) 1
 DE7044  ELLIP H (09/05/02)  387.484  (m)                       GP(       ) 4 1
 DE7044  NAVD 88 (09/05/02)  416.38   (m)         1366.1    (f) LEVELING    3  
 DE7044
 DE7044.Superseded values are not recommended for survey control.
 DE7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7044.See file dsdata.txt to determine how the superseded data were derived.
 DE7044
 DE7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4168772270(NAD 83)
 DE7044
 DE7044_MARKER: DD = SURVEY DISK
 DE7044_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7044_STAMPING: 3107 AC 2002
 DE7044_MARK LOGO: MNDT  
 DE7044_PROJECTION: RECESSED 3 CENTIMETERS
 DE7044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7044+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DE7044_ROD/PIPE-DEPTH: 13.7 meters
 DE7044
 DE7044  HISTORY     - Date     Condition        Report By
 DE7044  HISTORY     - 20020205 MONUMENTED       MNDT
 DE7044  HISTORY     - 20020205 GOOD             MNDT
 DE7044  HISTORY     - 20090902 GOOD             MNDT
 DE7044  HISTORY     - 20090902 GOOD             MNDT
 DE7044
 DE7044                          STATION DESCRIPTION
 DE7044
 DE7044'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7044'IN TALMOON, AT TH 6 MP 109.25, 147.2 FT (44.9 M) NE OF P-POLE WITH
 DE7044'TRANSFORMER, 84.1 FT (25.6 M) WEST OF TH 6, 73.8 FT (22.5 M) NORTH OF
 DE7044'CO RD 4, 67.6 FT (20.6 M) SOUTH OF R/W POST, 2 FT (0.6 M) SOUTH OF WIT
 DE7044'POST.
 DE7044
 DE7044                          STATION RECOVERY (2002)
 DE7044
 DE7044'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7044'RECOVERED AS DESCRIBED.
 DE7044
 DE7044                          STATION RECOVERY (2009)
 DE7044
 DE7044'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE7044'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE7044'THE MARK IS IN TALMOON, IN THE NORTHWEST CORNER OF JUNCTION TRUNK
 DE7044'HIGHWAY 6 AND COUNTY ROAD 4, AT TRUNK HIGHWAY 6 MILEPOINT 109.25,
 DE7044'147.2 FEET NORTHEAST OF POWER POLE WITH TRANSFORMER, 84.1 FEET WEST OF
 DE7044'TRUNK HIGHWAY 6, 73.8 FEET NORTH OF COUNTY ROAD 4, 67.6 FEET SOUTH OF
 DE7044'RIGHT-OF-WAY POST, 2.0 FEET SOUTH OF WITNESS POST.
 DE7044
 DE7044                          STATION RECOVERY (2009)
 DE7044
 DE7044'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE7044'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7045 ***********************************************************************
 DE7045  DESIGNATION -  3107 AD
 DE7045  PID         -  DE7045
 DE7045  STATE/COUNTY-  MN/ITASCA
 DE7045  COUNTRY     -  US
 DE7045  USGS QUAD   -  JESSIE LAKE (1996)
 DE7045
 DE7045                         *CURRENT SURVEY CONTROL
 DE7045  ______________________________________________________________________
 DE7045* NAD 83(2007) POSITION- 47 36 34.67022(N) 093 46 38.46625(W)   ADJUSTED  
 DE7045* NAD 83(2007) ELLIP HT-   385.632 (meters)        (06/13/11)   ADJUSTED
 DE7045* NAD 83(2007) EPOCH   -  2002.00
 DE7045* NAVD 88 ORTHO HEIGHT -   414.539  (meters)    1360.03  (feet) ADJUSTED  
 DE7045  ______________________________________________________________________
 DE7045  NAD 83(2007) X  -   -283,817.612 (meters)                     COMP
 DE7045  NAD 83(2007) Y  - -4,298,774.879 (meters)                     COMP
 DE7045  NAD 83(2007) Z  -  4,688,008.670 (meters)                     COMP
 DE7045  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC09
 DE7045  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 DE7045  DYNAMIC HEIGHT  -        414.596 (meters)     1360.22  (feet) COMP
 DE7045  MODELED GRAVITY -    980,737.8   (mgal)                       NAVD 88
 DE7045
 DE7045  HORZ ORDER      -  FIRST
 DE7045  VERT ORDER      -  SECOND    CLASS I
 DE7045  ELLP ORDER      -  FOURTH    CLASS I
 DE7045
 DE7045.The horizontal coordinates were established by GPS observations
 DE7045.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DE7045
 DE7045.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7045.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7045
 DE7045.The horizontal coordinates are valid at the epoch date displayed above
 DE7045.which is a decimal equivalence of Year/Month/Day.
 DE7045
 DE7045.The orthometric height was determined by differential leveling and
 DE7045.adjusted in May 2009.
 DE7045
 DE7045.Photographs are available for this station.
 DE7045
 DE7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7045
 DE7045.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7045
 DE7045.The ellipsoidal height was determined by GPS observations
 DE7045.and is referenced to NAD 83.
 DE7045
 DE7045.The dynamic height is computed by dividing the NAVD 88
 DE7045.geopotential number by the normal gravity value computed on the
 DE7045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7045.degrees latitude (g = 980.6199 gals.).
 DE7045
 DE7045.The modeled gravity was interpolated from observed gravity values.
 DE7045
 DE7045. The following values were computed from the NAD 83(2007) position.
 DE7045
 DE7045;                    North         East     Units Scale Factor Converg.
 DE7045;SPC MN N     -   223,584.126   749,077.444   MT  0.99991055   -0 30 07.4
 DE7045;SPC MN N     -   733,542.25  2,457,598.25   sFT  0.99991055   -0 30 07.4
 DE7045;UTM  15      - 5,273,206.490   441,577.118   MT  0.99964194   -0 34 26.9
 DE7045
 DE7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7045!SPC MN N     -   0.99993956  x   0.99991055  =   0.99985012
 DE7045!UTM  15      -   0.99993956  x   0.99964194  =   0.99958152
 DE7045
 DE7045:                Primary Azimuth Mark                     Grid Az
 DE7045:SPC MN N     -  3107 AE                                  025 54 15.5
 DE7045:UTM  15      -  3107 AE                                  025 58 35.0
 DE7045
 DE7045|---------------------------------------------------------------------|
 DE7045| PID    Reference Object                     Distance      Geod. Az  |
 DE7045|                                                           dddmmss.s |
 DE7045| DE7046 3107 AE                             APPROX. 1.5 KM 0252408.1 |
 DE7045| DE7044 3107 AC                             APPROX. 0.9 KM 1724326.8 |
 DE7045|---------------------------------------------------------------------|
 DE7045
 DE7045                          SUPERSEDED SURVEY CONTROL
 DE7045
 DE7045  NAD 83(2007)-  47 36 34.66979(N)    093 46 38.46646(W) AD(       ) 0
 DE7045  ELLIP H (02/10/07)  385.636  (m)                       GP(       )    
 DE7045  NAD 83(1996)-  47 36 34.66986(N)    093 46 38.46627(W) AD(       ) 1
 DE7045  ELLIP H (09/05/02)  385.642  (m)                       GP(       ) 4 1
 DE7045  NAVD 88 (09/05/02)  414.54   (m)         1360.0    (f) LEVELING    3  
 DE7045
 DE7045.Superseded values are not recommended for survey control.
 DE7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7045.See file dsdata.txt to determine how the superseded data were derived.
 DE7045
 DE7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4157773206(NAD 83)
 DE7045
 DE7045_MARKER: DD = SURVEY DISK
 DE7045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7045_STAMPING: 3107 AD 2002
 DE7045_MARK LOGO: MNDT  
 DE7045_PROJECTION: RECESSED 5 CENTIMETERS
 DE7045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7045+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DE7045_ROD/PIPE-DEPTH: 10.7 meters
 DE7045
 DE7045  HISTORY     - Date     Condition        Report By
 DE7045  HISTORY     - 20020205 MONUMENTED       MNDT
 DE7045  HISTORY     - 20020205 GOOD             MNDT
 DE7045  HISTORY     - 20090902 GOOD             MNDT
 DE7045
 DE7045                          STATION DESCRIPTION
 DE7045
 DE7045'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7045'0.6 MI (1.0 KM) NORTH ALONG TH 6 FROM JCT OF TH 286 IN TALMOON, AT TH
 DE7045'6 MP 109.85, 178 FT (54.3 M) SOUTH OF DRIVEWAY AT ADDRESS NO 50523,
 DE7045'165.5 FT (50.4 M) ESE OF TEL CABLE PEDESTAL, 113.9 FT (34.7 M) NNW OF
 DE7045'TEL CABLE PEDESTAL, 38.9 FT (11.9 M) EAST OF TH 6, 28.7 FT (8.7 M)
 DE7045'NORTH OF ENTRANCE, 2.2 FT (0.7 M) WEST OF WIT POST.
 DE7045
 DE7045                          STATION RECOVERY (2002)
 DE7045
 DE7045'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7045'RECOVERED AS DESCRIBED.
 DE7045
 DE7045                          STATION RECOVERY (2009)
 DE7045
 DE7045'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE7045'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE7045'THE MARK IS 0.6 MILE NORTH OF TALMOON, 0.6 MILE NORTH ALONG TRUNK
 DE7045'HIGHWAY 6 FROM JUNCTION TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 IN
 DE7045'TALMOON, AT TRUNK HIGHWAY 6 MILEPOINT 109.85, 178.0 FEET SOUTH OF
 DE7045'DRIVEWAY EXTENDED (TRUNK HIGHWAY 6 ADDRESS NUMBER 50523), 165.5 FEET
 DE7045'EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL, 38.9 FEET EAST OF TRUNK
 DE7045'HIGHWAY 6, 20.0 FEET NORTH OF ENTRANCE, 1.4 FEET SOUTH OF WITNESS
 DE7045'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7046 ***********************************************************************
 DE7046  DESIGNATION -  3107 AE
 DE7046  PID         -  DE7046
 DE7046  STATE/COUNTY-  MN/ITASCA
 DE7046  COUNTRY     -  US
 DE7046  USGS QUAD   -  JESSIE LAKE (1996)
 DE7046
 DE7046                         *CURRENT SURVEY CONTROL
 DE7046  ______________________________________________________________________
 DE7046* NAD 83(2007) POSITION- 47 37 19.31645(N) 093 46 07.10575(W)   ADJUSTED  
 DE7046* NAD 83(2007) ELLIP HT-   386.608 (meters)        (02/10/07)   ADJUSTED
 DE7046* NAD 83(2007) EPOCH   -  2002.00
 DE7046* NAVD 88 ORTHO HEIGHT -   415.532  (meters)    1363.29  (feet) ADJUSTED  
 DE7046  ______________________________________________________________________
 DE7046  NAD 83(2007) X  -   -283,097.119 (meters)                     COMP
 DE7046  NAD 83(2007) Y  - -4,297,802.295 (meters)                     COMP
 DE7046  NAD 83(2007) Z  -  4,688,938.934 (meters)                     COMP
 DE7046  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC09
 DE7046  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 DE7046  DYNAMIC HEIGHT  -        415.588 (meters)     1363.48  (feet) COMP
 DE7046  MODELED GRAVITY -    980,733.6   (mgal)                       NAVD 88
 DE7046
 DE7046  VERT ORDER      -  SECOND    CLASS I
 DE7046
 DE7046  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7046  Type                                         Horiz  Ellip  Dist(km)
 DE7046  -------------------------------------------------------------------
 DE7046  NETWORK                                       0.99   0.78
 DE7046  -------------------------------------------------------------------
 DE7046  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.88   0.65      2.38
 DE7046  -------------------------------------------------------------------
 DE7046  NOTE: Click here for information on individual local accuracy
 DE7046  values and other accuracy information.
 DE7046
 DE7046
 DE7046.The horizontal coordinates were established by GPS observations
 DE7046.and adjusted by the National Geodetic Survey in February 2007.
 DE7046
 DE7046.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7046.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7046
 DE7046.The horizontal coordinates are valid at the epoch date displayed above
 DE7046.which is a decimal equivalence of Year/Month/Day.
 DE7046
 DE7046.The orthometric height was determined by differential leveling and
 DE7046.adjusted in May 2009.
 DE7046
 DE7046.Photographs are available for this station.
 DE7046
 DE7046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7046
 DE7046.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7046
 DE7046.The ellipsoidal height was determined by GPS observations
 DE7046.and is referenced to NAD 83.
 DE7046
 DE7046.The dynamic height is computed by dividing the NAVD 88
 DE7046.geopotential number by the normal gravity value computed on the
 DE7046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7046.degrees latitude (g = 980.6199 gals.).
 DE7046
 DE7046.The modeled gravity was interpolated from observed gravity values.
 DE7046
 DE7046. The following values were computed from the NAD 83(2007) position.
 DE7046
 DE7046;                    North         East     Units Scale Factor Converg.
 DE7046;SPC MN N     -   224,957.109   749,744.256   MT  0.99990972   -0 29 44.2
 DE7046;SPC MN N     -   738,046.78  2,459,785.95   sFT  0.99990972   -0 29 44.2
 DE7046;UTM  15      - 5,274,578.263   442,245.478   MT  0.99964099   -0 34 04.2
 DE7046
 DE7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7046!SPC MN N     -   0.99993941  x   0.99990972  =   0.99984913
 DE7046!UTM  15      -   0.99993941  x   0.99964099  =   0.99958042
 DE7046
 DE7046:                Primary Azimuth Mark                     Grid Az
 DE7046:SPC MN N     -  3107 AD                                  205 54 15.4
 DE7046:UTM  15      -  3107 AD                                  205 58 35.4
 DE7046
 DE7046|---------------------------------------------------------------------|
 DE7046| PID    Reference Object                     Distance      Geod. Az  |
 DE7046|                                                           dddmmss.s |
 DE7046| DE7045 3107 AD                             APPROX. 1.5 KM 2052431.2 |
 DE7046|---------------------------------------------------------------------|
 DE7046
 DE7046                          SUPERSEDED SURVEY CONTROL
 DE7046
 DE7046  NAD 83(1996)-  47 37 19.31653(N)    093 46 07.10556(W) AD(       ) 1
 DE7046  ELLIP H (09/05/02)  386.616  (m)                       GP(       ) 4 1
 DE7046  NAVD 88 (09/05/02)  415.53   (m)         1363.3    (f) LEVELING    3  
 DE7046
 DE7046.Superseded values are not recommended for survey control.
 DE7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7046.See file dsdata.txt to determine how the superseded data were derived.
 DE7046
 DE7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4224574578(NAD 83)
 DE7046
 DE7046_MARKER: DD = SURVEY DISK
 DE7046_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7046_STAMPING: 3107 AE 2002
 DE7046_MARK LOGO: MNDT  
 DE7046_PROJECTION: RECESSED 3 CENTIMETERS
 DE7046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7046+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 DE7046_ROD/PIPE-DEPTH: 10.7 meters
 DE7046
 DE7046  HISTORY     - Date     Condition        Report By
 DE7046  HISTORY     - 2002     MONUMENTED       MNDT
 DE7046  HISTORY     - 20020205 GOOD             MNDT
 DE7046
 DE7046                          STATION DESCRIPTION
 DE7046
 DE7046'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7046'1.6 MI (2.6 KM) NORTH ALONG TH 6 FROM JCT OF TH 286 IN TALMOON, AT TH
 DE7046'6 MP 110.85, 140 SOUTH OF CREEK, 25.1 FT (7.7 M) ESE OF TH 6, 10.3 FT
 DE7046'(3.1 M) SOUTH OF GUARD RAIL POST, 2.4 FT (0.7 M) WEST OF WIT POST.
 DE7046
 DE7046                          STATION RECOVERY (2002)
 DE7046
 DE7046'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7046'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7047 ***********************************************************************
 DE7047  DESIGNATION -  3107 AF
 DE7047  PID         -  DE7047
 DE7047  STATE/COUNTY-  MN/ITASCA
 DE7047  COUNTRY     -  US
 DE7047  USGS QUAD   -  SPRING LAKE (1996)
 DE7047
 DE7047                         *CURRENT SURVEY CONTROL
 DE7047  ______________________________________________________________________
 DE7047* NAD 83(2007) POSITION- 47 38 59.17338(N) 093 46 31.78756(W)   ADJUSTED  
 DE7047* NAD 83(2007) ELLIP HT-   394.121 (meters)        (02/10/07)   ADJUSTED
 DE7047* NAD 83(2007) EPOCH   -  2002.00
 DE7047* NAVD 88 ORTHO HEIGHT -   423.054  (meters)    1387.97  (feet) ADJUSTED  
 DE7047  ______________________________________________________________________
 DE7047  NAD 83(2007) X  -   -283,461.674 (meters)                     COMP
 DE7047  NAD 83(2007) Y  - -4,295,499.544 (meters)                     COMP
 DE7047  NAD 83(2007) Z  -  4,691,022.737 (meters)                     COMP
 DE7047  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC09
 DE7047  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DE7047  DYNAMIC HEIGHT  -        423.108 (meters)     1388.15  (feet) COMP
 DE7047  MODELED GRAVITY -    980,727.6   (mgal)                       NAVD 88
 DE7047
 DE7047  VERT ORDER      -  SECOND    CLASS I
 DE7047
 DE7047  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7047  Type                                         Horiz  Ellip  Dist(km)
 DE7047  -------------------------------------------------------------------
 DE7047  NETWORK                                       1.06   0.86
 DE7047  -------------------------------------------------------------------
 DE7047  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.89   0.73      2.83
 DE7047  -------------------------------------------------------------------
 DE7047  NOTE: Click here for information on individual local accuracy
 DE7047  values and other accuracy information.
 DE7047
 DE7047
 DE7047.The horizontal coordinates were established by GPS observations
 DE7047.and adjusted by the National Geodetic Survey in February 2007.
 DE7047
 DE7047.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7047.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7047
 DE7047.The horizontal coordinates are valid at the epoch date displayed above
 DE7047.which is a decimal equivalence of Year/Month/Day.
 DE7047
 DE7047.The orthometric height was determined by differential leveling and
 DE7047.adjusted in May 2009.
 DE7047
 DE7047.Photographs are available for this station.
 DE7047
 DE7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7047
 DE7047.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7047
 DE7047.The ellipsoidal height was determined by GPS observations
 DE7047.and is referenced to NAD 83.
 DE7047
 DE7047.The dynamic height is computed by dividing the NAVD 88
 DE7047.geopotential number by the normal gravity value computed on the
 DE7047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7047.degrees latitude (g = 980.6199 gals.).
 DE7047
 DE7047.The modeled gravity was interpolated from observed gravity values.
 DE7047
 DE7047. The following values were computed from the NAD 83(2007) position.
 DE7047
 DE7047;                    North         East     Units Scale Factor Converg.
 DE7047;SPC MN N     -   228,045.195   749,255.908   MT  0.99990804   -0 30 02.5
 DE7047;SPC MN N     -   748,178.28  2,458,183.76   sFT  0.99990804   -0 30 02.5
 DE7047;UTM  15      - 5,277,666.137   441,761.158   MT  0.99964168   -0 34 23.3
 DE7047
 DE7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7047!SPC MN N     -   0.99993823  x   0.99990804  =   0.99984628
 DE7047!UTM  15      -   0.99993823  x   0.99964168  =   0.99957993
 DE7047
 DE7047:                Primary Azimuth Mark                     Grid Az
 DE7047:SPC MN N     -  3107 AG                                  005 36 10.9
 DE7047:UTM  15      -  3107 AG                                  005 40 31.7
 DE7047
 DE7047|---------------------------------------------------------------------|
 DE7047| PID    Reference Object                     Distance      Geod. Az  |
 DE7047|                                                           dddmmss.s |
 DE7047| DE7048 3107 AG                             APPROX. 1.5 KM 0050608.4 |
 DE7047|---------------------------------------------------------------------|
 DE7047
 DE7047                          SUPERSEDED SURVEY CONTROL
 DE7047
 DE7047  NAD 83(1996)-  47 38 59.17345(N)    093 46 31.78737(W) AD(       ) 1
 DE7047  ELLIP H (09/05/02)  394.129  (m)                       GP(       ) 4 1
 DE7047  NAVD 88 (09/05/02)  423.05   (m)         1388.0    (f) LEVELING    3  
 DE7047
 DE7047.Superseded values are not recommended for survey control.
 DE7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7047.See file dsdata.txt to determine how the superseded data were derived.
 DE7047
 DE7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4176177666(NAD 83)
 DE7047
 DE7047_MARKER: DD = SURVEY DISK
 DE7047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7047_STAMPING: 3107 AF 2002
 DE7047_MARK LOGO: MNDT  
 DE7047_PROJECTION: PROJECTING 5 CENTIMETERS
 DE7047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7047+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 DE7047_ROD/PIPE-DEPTH: 10.7 meters
 DE7047
 DE7047  HISTORY     - Date     Condition        Report By
 DE7047  HISTORY     - 2002     MONUMENTED       MNDT
 DE7047  HISTORY     - 20020205 GOOD             MNDT
 DE7047
 DE7047                          STATION DESCRIPTION
 DE7047
 DE7047'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7047'3.6 MI (5.8 KM) NORTH ALONG TH 6 FROM JCT OF TH 286 IN TALMOON, AT TH
 DE7047'6 MP 112.8, 40.7 FT (12.4 M) ESE OF TH 6, 17 FT (5.2 M) SE OF STEEL
 DE7047'POST, 2.1 FT (0.6 M) WEST OF WIT POST.
 DE7047
 DE7047                          STATION RECOVERY (2002)
 DE7047
 DE7047'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7047'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7048 ***********************************************************************
 DE7048  DESIGNATION -  3107 AG
 DE7048  PID         -  DE7048
 DE7048  STATE/COUNTY-  MN/ITASCA
 DE7048  COUNTRY     -  US
 DE7048  USGS QUAD   -  SPRING LAKE (1996)
 DE7048
 DE7048                         *CURRENT SURVEY CONTROL
 DE7048  ______________________________________________________________________
 DE7048* NAD 83(2007) POSITION- 47 39 48.07279(N) 093 46 25.32440(W)   ADJUSTED  
 DE7048* NAD 83(2007) ELLIP HT-   405.893 (meters)        (06/13/11)   ADJUSTED
 DE7048* NAD 83(2007) EPOCH   -  2002.00
 DE7048* NAVD 88 ORTHO HEIGHT -   434.847  (meters)    1426.66  (feet) ADJUSTED  
 DE7048  ______________________________________________________________________
 DE7048  NAD 83(2007) X  -   -283,254.128 (meters)                     COMP
 DE7048  NAD 83(2007) Y  - -4,294,402.447 (meters)                     COMP
 DE7048  NAD 83(2007) Z  -  4,692,048.749 (meters)                     COMP
 DE7048  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC09
 DE7048  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DE7048  DYNAMIC HEIGHT  -        434.904 (meters)     1426.85  (feet) COMP
 DE7048  MODELED GRAVITY -    980,729.8   (mgal)                       NAVD 88
 DE7048
 DE7048  HORZ ORDER      -  FIRST
 DE7048  VERT ORDER      -  SECOND    CLASS I
 DE7048  ELLP ORDER      -  FOURTH    CLASS I
 DE7048
 DE7048.The horizontal coordinates were established by GPS observations
 DE7048.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DE7048
 DE7048.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7048.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7048
 DE7048.The horizontal coordinates are valid at the epoch date displayed above
 DE7048.which is a decimal equivalence of Year/Month/Day.
 DE7048
 DE7048.The orthometric height was determined by differential leveling and
 DE7048.adjusted in May 2009.
 DE7048
 DE7048.Photographs are available for this station.
 DE7048
 DE7048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7048
 DE7048.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7048
 DE7048.The ellipsoidal height was determined by GPS observations
 DE7048.and is referenced to NAD 83.
 DE7048
 DE7048.The dynamic height is computed by dividing the NAVD 88
 DE7048.geopotential number by the normal gravity value computed on the
 DE7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7048.degrees latitude (g = 980.6199 gals.).
 DE7048
 DE7048.The modeled gravity was interpolated from observed gravity values.
 DE7048
 DE7048. The following values were computed from the NAD 83(2007) position.
 DE7048
 DE7048;                    North         East     Units Scale Factor Converg.
 DE7048;SPC MN N     -   229,554.047   749,403.932   MT  0.99990731   -0 29 57.7
 DE7048;SPC MN N     -   753,128.57  2,458,669.40   sFT  0.99990731   -0 29 57.7
 DE7048;UTM  15      - 5,279,174.399   441,911.052   MT  0.99964146   -0 34 19.0
 DE7048
 DE7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7048!SPC MN N     -   0.99993639  x   0.99990731  =   0.99984370
 DE7048!UTM  15      -   0.99993639  x   0.99964146  =   0.99957787
 DE7048
 DE7048:                Primary Azimuth Mark                     Grid Az
 DE7048:SPC MN N     -  3107 AF                                  185 36 10.8
 DE7048:UTM  15      -  3107 AF                                  185 40 32.1
 DE7048
 DE7048|---------------------------------------------------------------------|
 DE7048| PID    Reference Object                     Distance      Geod. Az  |
 DE7048|                                                           dddmmss.s |
 DE7048| DE7047 3107 AF                             APPROX. 1.5 KM 1850613.1 |
 DE7048|---------------------------------------------------------------------|
 DE7048
 DE7048                          SUPERSEDED SURVEY CONTROL
 DE7048
 DE7048  NAD 83(2007)-  47 39 48.07299(N)    093 46 25.32486(W) AD(       ) 0
 DE7048  ELLIP H (02/10/07)  405.919  (m)                       GP(       )    
 DE7048  NAD 83(1996)-  47 39 48.07305(N)    093 46 25.32467(W) AD(       ) 1
 DE7048  ELLIP H (09/05/02)  405.926  (m)                       GP(       ) 4 1
 DE7048  NAVD 88 (09/05/02)  434.84   (m)         1426.6    (f) LEVELING    3  
 DE7048
 DE7048.Superseded values are not recommended for survey control.
 DE7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7048.See file dsdata.txt to determine how the superseded data were derived.
 DE7048
 DE7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4191179174(NAD 83)
 DE7048
 DE7048_MARKER: DD = SURVEY DISK
 DE7048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7048_STAMPING: 3107 AG 2002
 DE7048_MARK LOGO: MNDT  
 DE7048_PROJECTION: FLUSH
 DE7048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7048+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DE7048_ROD/PIPE-DEPTH:  4.6 meters
 DE7048
 DE7048  HISTORY     - Date     Condition        Report By
 DE7048  HISTORY     - 20020205 MONUMENTED       MNDT
 DE7048  HISTORY     - 20020205 GOOD             MNDT
 DE7048  HISTORY     - 20090902 GOOD             MNDT
 DE7048
 DE7048                          STATION DESCRIPTION
 DE7048
 DE7048'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7048'4.5 MI (7.2 KM) NORTH ALONG TH 6 FROM JCT OF TH 286 IN TALMOON, AT TH
 DE7048'6 MP 113.7, 148.9 FT (45.4 M) NE OF P-POLE, 65.5 FT (20.0 M) NW OF CO
 DE7048'RD 43 (TURTLE LAKE RD) , 52.5 FT (16.0 M) SW OF TEL CABLE PEDESTAL, 37
 DE7048'FT (11.3 M) SE OF HIGH TENSION POWERLINE CROSSING, 27.2 FT (8.3 M)
 DE7048'EAST OF TH 6 , 2.2 FT (0.7 M) WEST OF WIT POST.
 DE7048
 DE7048                          STATION RECOVERY (2002)
 DE7048
 DE7048'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7048'RECOVERED AS DESCRIBED.
 DE7048
 DE7048                          STATION RECOVERY (2009)
 DE7048
 DE7048'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE7048'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE7048'THE MARK IS 4.5 MILES NORTH OF TALMOON, 4.5 MILES NORTH ALONG TRUNK
 DE7048'HIGHWAY 6 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 IN
 DE7048'TALMOON, AT TRUNK HIGHWAY 6 MILEPOINT 113.7, 148.9 FEET NORTHEAST OF
 DE7048'POWER POLE, 65.5 FEET NORTHWEST OF COUNTY ROAD 43 (TURTLE LAKE ROAD),
 DE7048'52.5 FEET SOUTHWEST OF TELEPHONE CABLE PEDESTAL, 37.0 FEET SOUTHEAST
 DE7048'OF HIGH TENSION POWER LINE CROSSING, 27.2 FEET EAST OF TRUNK HIGHWAY
 DE7048'6, 2.2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7049 ***********************************************************************
 DE7049  DESIGNATION -  3107 AH
 DE7049  PID         -  DE7049
 DE7049  STATE/COUNTY-  MN/ITASCA
 DE7049  COUNTRY     -  US
 DE7049  USGS QUAD   -  SPRING LAKE (1996)
 DE7049
 DE7049                         *CURRENT SURVEY CONTROL
 DE7049  ______________________________________________________________________
 DE7049* NAD 83(2007) POSITION- 47 41 44.64007(N) 093 46 25.12128(W)   ADJUSTED  
 DE7049* NAD 83(2007) ELLIP HT-   398.103 (meters)        (02/10/07)   ADJUSTED
 DE7049* NAD 83(2007) EPOCH   -  2002.00
 DE7049* NAVD 88 ORTHO HEIGHT -   427.049  (meters)    1401.08  (feet) ADJUSTED  
 DE7049  ______________________________________________________________________
 DE7049  NAD 83(2007) X  -   -283,074.351 (meters)                     COMP
 DE7049  NAD 83(2007) Y  - -4,291,741.202 (meters)                     COMP
 DE7049  NAD 83(2007) Z  -  4,694,467.018 (meters)                     COMP
 DE7049  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC09
 DE7049  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DE7049  DYNAMIC HEIGHT  -        427.107 (meters)     1401.27  (feet) COMP
 DE7049  MODELED GRAVITY -    980,735.3   (mgal)                       NAVD 88
 DE7049
 DE7049  VERT ORDER      -  SECOND    CLASS I
 DE7049
 DE7049  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7049  Type                                         Horiz  Ellip  Dist(km)
 DE7049  -------------------------------------------------------------------
 DE7049  NETWORK                                       1.06   0.84
 DE7049  -------------------------------------------------------------------
 DE7049  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.02   0.74      2.28
 DE7049  -------------------------------------------------------------------
 DE7049  NOTE: Click here for information on individual local accuracy
 DE7049  values and other accuracy information.
 DE7049
 DE7049
 DE7049.The horizontal coordinates were established by GPS observations
 DE7049.and adjusted by the National Geodetic Survey in February 2007.
 DE7049
 DE7049.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7049.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7049
 DE7049.The horizontal coordinates are valid at the epoch date displayed above
 DE7049.which is a decimal equivalence of Year/Month/Day.
 DE7049
 DE7049.The orthometric height was determined by differential leveling and
 DE7049.adjusted in May 2009.
 DE7049
 DE7049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7049
 DE7049.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7049
 DE7049.The ellipsoidal height was determined by GPS observations
 DE7049.and is referenced to NAD 83.
 DE7049
 DE7049.The dynamic height is computed by dividing the NAVD 88
 DE7049.geopotential number by the normal gravity value computed on the
 DE7049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7049.degrees latitude (g = 980.6199 gals.).
 DE7049
 DE7049.The modeled gravity was interpolated from observed gravity values.
 DE7049
 DE7049. The following values were computed from the NAD 83(2007) position.
 DE7049
 DE7049;                    North         East     Units Scale Factor Converg.
 DE7049;SPC MN N     -   233,153.655   749,439.540   MT  0.99990578   -0 29 57.5
 DE7049;SPC MN N     -   764,938.28  2,458,786.22   sFT  0.99990578   -0 29 57.5
 DE7049;UTM  15      - 5,282,773.005   441,951.218   MT  0.99964141   -0 34 19.9
 DE7049
 DE7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7049!SPC MN N     -   0.99993761  x   0.99990578  =   0.99984339
 DE7049!UTM  15      -   0.99993761  x   0.99964141  =   0.99957904
 DE7049
 DE7049:                Primary Azimuth Mark                     Grid Az
 DE7049:SPC MN N     -  3107 AJ                                  011 15 45.7
 DE7049:UTM  15      -  3107 AJ                                  011 20 08.1
 DE7049
 DE7049|---------------------------------------------------------------------|
 DE7049| PID    Reference Object                     Distance      Geod. Az  |
 DE7049|                                                           dddmmss.s |
 DE7049| DE7050 3107 AJ                             APPROX. 1.6 KM 0104548.2 |
 DE7049|---------------------------------------------------------------------|
 DE7049
 DE7049                          SUPERSEDED SURVEY CONTROL
 DE7049
 DE7049  NAD 83(1996)-  47 41 44.64007(N)    093 46 25.12117(W) AD(       ) 1
 DE7049  ELLIP H (09/05/02)  398.114  (m)                       GP(       ) 4 1
 DE7049  NAVD 88 (09/05/02)  427.04   (m)         1401.0    (f) LEVELING    3  
 DE7049
 DE7049.Superseded values are not recommended for survey control.
 DE7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7049.See file dsdata.txt to determine how the superseded data were derived.
 DE7049
 DE7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4195182773(NAD 83)
 DE7049
 DE7049_MARKER: DD = SURVEY DISK
 DE7049_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7049_STAMPING: 3107 AH 2002
 DE7049_MARK LOGO: MNDT  
 DE7049_PROJECTION: RECESSED 3 CENTIMETERS
 DE7049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7049+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 DE7049_ROD/PIPE-DEPTH: 30.4 meters
 DE7049
 DE7049  HISTORY     - Date     Condition        Report By
 DE7049  HISTORY     - 2002     MONUMENTED       MNDT
 DE7049  HISTORY     - 20020205 GOOD             MNDT
 DE7049
 DE7049                          STATION DESCRIPTION
 DE7049
 DE7049'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7049'6.5 MI (10.5 KM) SW OF BIG FORK, 6.8 MI (10.9 KM) NORTH ALONG TH 6
 DE7049'FROM JCT OF TH 286 IN TALMOON, AT TH 6 MP 116.0, 117.0 FT (35.7 M) SW
 DE7049'OF MILEPOST 116, 37 FT (11.3 M) WNW OF TH 6, 11.5 FT (3.5 M) SSW OF
 DE7049'ENTRANCE, 2.6 FT (0.8 M) EAST OF WIT POST.
 DE7049
 DE7049                          STATION RECOVERY (2002)
 DE7049
 DE7049'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7049'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7050 ***********************************************************************
 DE7050  DESIGNATION -  3107 AJ
 DE7050  PID         -  DE7050
 DE7050  STATE/COUNTY-  MN/ITASCA
 DE7050  COUNTRY     -  US
 DE7050  USGS QUAD   -  SPRING LAKE (1996)
 DE7050
 DE7050                         *CURRENT SURVEY CONTROL
 DE7050  ______________________________________________________________________
 DE7050* NAD 83(2007) POSITION- 47 42 34.19718(N) 093 46 11.16343(W)   ADJUSTED  
 DE7050* NAD 83(2007) ELLIP HT-   396.638 (meters)        (02/10/07)   ADJUSTED
 DE7050* NAD 83(2007) EPOCH   -  2002.00
 DE7050* NAVD 88 ORTHO HEIGHT -   425.594  (meters)    1396.30  (feet) ADJUSTED  
 DE7050  ______________________________________________________________________
 DE7050  NAD 83(2007) X  -   -282,709.428 (meters)                     COMP
 DE7050  NAD 83(2007) Y  - -4,290,629.653 (meters)                     COMP
 DE7050  NAD 83(2007) Z  -  4,695,496.027 (meters)                     COMP
 DE7050  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DE7050  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DE7050  DYNAMIC HEIGHT  -        425.653 (meters)     1396.50  (feet) COMP
 DE7050  MODELED GRAVITY -    980,737.9   (mgal)                       NAVD 88
 DE7050
 DE7050  VERT ORDER      -  SECOND    CLASS I
 DE7050
 DE7050  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7050  Type                                         Horiz  Ellip  Dist(km)
 DE7050  -------------------------------------------------------------------
 DE7050  NETWORK                                       0.79   0.71
 DE7050  -------------------------------------------------------------------
 DE7050  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.53      2.31
 DE7050  -------------------------------------------------------------------
 DE7050  NOTE: Click here for information on individual local accuracy
 DE7050  values and other accuracy information.
 DE7050
 DE7050
 DE7050.The horizontal coordinates were established by GPS observations
 DE7050.and adjusted by the National Geodetic Survey in February 2007.
 DE7050
 DE7050.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7050.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7050
 DE7050.The horizontal coordinates are valid at the epoch date displayed above
 DE7050.which is a decimal equivalence of Year/Month/Day.
 DE7050
 DE7050.The orthometric height was determined by differential leveling and
 DE7050.adjusted in May 2009.
 DE7050
 DE7050.Photographs are available for this station.
 DE7050
 DE7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7050
 DE7050.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7050
 DE7050.The ellipsoidal height was determined by GPS observations
 DE7050.and is referenced to NAD 83.
 DE7050
 DE7050.The dynamic height is computed by dividing the NAVD 88
 DE7050.geopotential number by the normal gravity value computed on the
 DE7050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7050.degrees latitude (g = 980.6199 gals.).
 DE7050
 DE7050.The modeled gravity was interpolated from observed gravity values.
 DE7050
 DE7050. The following values were computed from the NAD 83(2007) position.
 DE7050
 DE7050;                    North         East     Units Scale Factor Converg.
 DE7050;SPC MN N     -   234,681.476   749,743.795   MT  0.99990522   -0 29 47.2
 DE7050;SPC MN N     -   769,950.81  2,459,784.43   sFT  0.99990522   -0 29 47.2
 DE7050;UTM  15      - 5,284,300.033   442,257.337   MT  0.99964097   -0 34 10.0
 DE7050
 DE7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7050!SPC MN N     -   0.99993784  x   0.99990522  =   0.99984306
 DE7050!UTM  15      -   0.99993784  x   0.99964097  =   0.99957883
 DE7050
 DE7050:                Primary Azimuth Mark                     Grid Az
 DE7050:SPC MN N     -  3107 AK                                  342 52 39.6
 DE7050:UTM  15      -  3107 AK                                  342 57 02.4
 DE7050
 DE7050|---------------------------------------------------------------------|
 DE7050| PID    Reference Object                     Distance      Geod. Az  |
 DE7050|                                                           dddmmss.s |
 DE7050| DE7051 3107 AK                             APPROX. 1.1 KM 3422252.4 |
 DE7050|---------------------------------------------------------------------|
 DE7050
 DE7050                          SUPERSEDED SURVEY CONTROL
 DE7050
 DE7050  NAD 83(1996)-  47 42 34.19720(N)    093 46 11.16337(W) AD(       ) 1
 DE7050  ELLIP H (09/05/02)  396.650  (m)                       GP(       ) 4 1
 DE7050  NAVD 88 (09/05/02)  425.59   (m)         1396.3    (f) LEVELING    3  
 DE7050
 DE7050.Superseded values are not recommended for survey control.
 DE7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7050.See file dsdata.txt to determine how the superseded data were derived.
 DE7050
 DE7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4225784300(NAD 83)
 DE7050
 DE7050_MARKER: DD = SURVEY DISK
 DE7050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7050_STAMPING: 3107 AJ 2002
 DE7050_MARK LOGO: MNDT  
 DE7050_PROJECTION: FLUSH
 DE7050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7050+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 DE7050_ROD/PIPE-DEPTH: 13.7 meters
 DE7050
 DE7050  HISTORY     - Date     Condition        Report By
 DE7050  HISTORY     - 2002     MONUMENTED       MNDT
 DE7050  HISTORY     - 20020205 GOOD             MNDT
 DE7050
 DE7050                          STATION DESCRIPTION
 DE7050
 DE7050'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7050'6 MI (9.7 KM) SW OF BIGFORK, 7.75 MI (12.47 KM) NORTH ALONG TH 6 FROM
 DE7050'JCT OF TH 286 IN TALMOON, 2.8 MI (4.5 KM) SOUTH OF BIG FORK RIVER, AT
 DE7050'TH 6 MP 116.95, 169.0 FT (51.5 M) SSE OF MILEPOST 117, 36.3 ENE OF TH
 DE7050'6, 11 FT (3.4 M) NNW OF ENTRANCE, 3.1 FT (0.9 M) SSE OF WIT POST.
 DE7050
 DE7050                          STATION RECOVERY (2002)
 DE7050
 DE7050'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7050'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7051 ***********************************************************************
 DE7051  DESIGNATION -  3107 AK
 DE7051  PID         -  DE7051
 DE7051  STATE/COUNTY-  MN/ITASCA
 DE7051  COUNTRY     -  US
 DE7051  USGS QUAD   -  SPRING LAKE (1996)
 DE7051
 DE7051                         *CURRENT SURVEY CONTROL
 DE7051  ______________________________________________________________________
 DE7051* NAD 83(2007) POSITION- 47 43 07.50658(N) 093 46 26.83934(W)   ADJUSTED  
 DE7051* NAD 83(2007) ELLIP HT-   392.571 (meters)        (02/10/07)   ADJUSTED
 DE7051* NAD 83(2007) EPOCH   -  2002.00
 DE7051* NAVD 88 ORTHO HEIGHT -   421.519  (meters)    1382.93  (feet) ADJUSTED  
 DE7051  ______________________________________________________________________
 DE7051  NAD 83(2007) X  -   -282,985.232 (meters)                     COMP
 DE7051  NAD 83(2007) Y  - -4,289,845.962 (meters)                     COMP
 DE7051  NAD 83(2007) Z  -  4,696,185.234 (meters)                     COMP
 DE7051  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC09
 DE7051  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DE7051  DYNAMIC HEIGHT  -        421.578 (meters)     1383.13  (feet) COMP
 DE7051  MODELED GRAVITY -    980,739.1   (mgal)                       NAVD 88
 DE7051
 DE7051  VERT ORDER      -  SECOND    CLASS I
 DE7051
 DE7051  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7051  Type                                         Horiz  Ellip  Dist(km)
 DE7051  -------------------------------------------------------------------
 DE7051  NETWORK                                       0.62   0.59
 DE7051  -------------------------------------------------------------------
 DE7051  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.53   0.41      2.60
 DE7051  -------------------------------------------------------------------
 DE7051  NOTE: Click here for information on individual local accuracy
 DE7051  values and other accuracy information.
 DE7051
 DE7051
 DE7051.The horizontal coordinates were established by GPS observations
 DE7051.and adjusted by the National Geodetic Survey in February 2007.
 DE7051
 DE7051.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7051.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7051
 DE7051.The horizontal coordinates are valid at the epoch date displayed above
 DE7051.which is a decimal equivalence of Year/Month/Day.
 DE7051
 DE7051.The orthometric height was determined by differential leveling and
 DE7051.adjusted in May 2009.
 DE7051
 DE7051.Photographs are available for this station.
 DE7051
 DE7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7051
 DE7051.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7051
 DE7051.The ellipsoidal height was determined by GPS observations
 DE7051.and is referenced to NAD 83.
 DE7051
 DE7051.The dynamic height is computed by dividing the NAVD 88
 DE7051.geopotential number by the normal gravity value computed on the
 DE7051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7051.degrees latitude (g = 980.6199 gals.).
 DE7051
 DE7051.The modeled gravity was interpolated from observed gravity values.
 DE7051
 DE7051. The following values were computed from the NAD 83(2007) position.
 DE7051
 DE7051;                    North         East     Units Scale Factor Converg.
 DE7051;SPC MN N     -   235,712.928   749,426.039   MT  0.99990488   -0 29 58.8
 DE7051;SPC MN N     -   773,334.83  2,458,741.93   sFT  0.99990488   -0 29 58.8
 DE7051;UTM  15      - 5,285,331.618   441,940.979   MT  0.99964142   -0 34 21.9
 DE7051
 DE7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7051!SPC MN N     -   0.99993847  x   0.99990488  =   0.99984336
 DE7051!UTM  15      -   0.99993847  x   0.99964142  =   0.99957992
 DE7051
 DE7051:                Primary Azimuth Mark                     Grid Az
 DE7051:SPC MN N     -  3107 AJ                                  162 52 39.6
 DE7051:UTM  15      -  3107 AJ                                  162 57 02.7
 DE7051
 DE7051|---------------------------------------------------------------------|
 DE7051| PID    Reference Object                     Distance      Geod. Az  |
 DE7051|                                                           dddmmss.s |
 DE7051| DE7050 3107 AJ                             APPROX. 1.1 KM 1622240.8 |
 DE7051| DE7052 3107 AL                             APPROX. 1.3 KM 3583654.5 |
 DE7051|---------------------------------------------------------------------|
 DE7051
 DE7051                          SUPERSEDED SURVEY CONTROL
 DE7051
 DE7051  NAD 83(1996)-  47 43 07.50659(N)    093 46 26.83929(W) AD(       ) 1
 DE7051  ELLIP H (09/05/02)  392.581  (m)                       GP(       ) 4 1
 DE7051  NAVD 88 (09/05/02)  421.51   (m)         1382.9    (f) LEVELING    3  
 DE7051
 DE7051.Superseded values are not recommended for survey control.
 DE7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7051.See file dsdata.txt to determine how the superseded data were derived.
 DE7051
 DE7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4194085331(NAD 83)
 DE7051
 DE7051_MARKER: DD = SURVEY DISK
 DE7051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7051_STAMPING: 3107 AK 2002
 DE7051_MARK LOGO: MNDT  
 DE7051_PROJECTION: FLUSH
 DE7051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7051+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DE7051_ROD/PIPE-DEPTH:  9.1 meters
 DE7051
 DE7051  HISTORY     - Date     Condition        Report By
 DE7051  HISTORY     - 20020205 MONUMENTED       MNDT
 DE7051  HISTORY     - 20020205 GOOD             MNDT
 DE7051  HISTORY     - 20090902 GOOD             MNDT
 DE7051
 DE7051                          STATION DESCRIPTION
 DE7051
 DE7051'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7051'6 MI (9.7 KM) WSW OF BIGFORK, 8.45 MI (13.60 KM) NORTH ALONG TH 6 FROM
 DE7051'JCT OF TH 286 IN TALMOON, 2.1 MI (3.4 KM) SOUTH OF BIG FORK RIVER, AT
 DE7051'TH 6 MP 117.65, 122 FT (37.2 M) SW OF TEL CABLE PEDESTAL, 36.5 FT
 DE7051'(11.1 M) WSW OF TH 6, 14 FT (4.3 M) NNW OF ENTRANCE, 3.3 FT (1.0 M)
 DE7051'SSE OF WIT POST.
 DE7051
 DE7051                          STATION RECOVERY (2002)
 DE7051
 DE7051'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7051'RECOVERED AS DESCRIBED.
 DE7051
 DE7051                          STATION RECOVERY (2009)
 DE7051
 DE7051'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE7051'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE7051'THE MARK IS 6.0 MILES WEST-SOUTHWEST OF BIGFORK, 8.45 MILES NORTH
 DE7051'ALONG TRUNK HIGHWAY 6 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DE7051'HIGHWAY 286 IN TALMOON, OR 2.1 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM
 DE7051'JUNCTION OF TRUNK HIGHWAY 6 AND BIGFORK RIVER BRIDGE, AT TRUNK HIGHWAY
 DE7051'6 MILEPOINT 117.65, 122.0 FEET SOUTHWEST OF TELEPHONE CABLE PEDESTAL,
 DE7051'36.5 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY 6, 14.0 NORTH-NORTHWEST OF
 DE7051'ENTRANCE, 3.3 FEET SOUTH-SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7052 ***********************************************************************
 DE7052  DESIGNATION -  3107 AL
 DE7052  PID         -  DE7052
 DE7052  STATE/COUNTY-  MN/ITASCA
 DE7052  COUNTRY     -  US
 DE7052  USGS QUAD   -  SPRING LAKE (1996)
 DE7052
 DE7052                         *CURRENT SURVEY CONTROL
 DE7052  ______________________________________________________________________
 DE7052* NAD 83(2007) POSITION- 47 43 48.22440(N) 093 46 28.29836(W)   ADJUSTED  
 DE7052* NAD 83(2007) ELLIP HT-   381.414 (meters)        (02/10/07)   ADJUSTED
 DE7052* NAD 83(2007) EPOCH   -  2002.00
 DE7052* NAVD 88 ORTHO HEIGHT -   410.365  (meters)    1346.34  (feet) ADJUSTED  
 DE7052  ______________________________________________________________________
 DE7052  NAD 83(2007) X  -   -282,953.824 (meters)                     COMP
 DE7052  NAD 83(2007) Y  - -4,288,907.944 (meters)                     COMP
 DE7052  NAD 83(2007) Z  -  4,697,022.986 (meters)                     COMP
 DE7052  LAPLACE CORR    -         -4.13  (seconds)                    DEFLEC09
 DE7052  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DE7052  DYNAMIC HEIGHT  -        410.422 (meters)     1346.53  (feet) COMP
 DE7052  MODELED GRAVITY -    980,740.8   (mgal)                       NAVD 88
 DE7052
 DE7052  VERT ORDER      -  SECOND    CLASS I
 DE7052
 DE7052  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7052  Type                                         Horiz  Ellip  Dist(km)
 DE7052  -------------------------------------------------------------------
 DE7052  NETWORK                                       0.65   0.61
 DE7052  -------------------------------------------------------------------
 DE7052  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.50   0.35      1.67
 DE7052  -------------------------------------------------------------------
 DE7052  NOTE: Click here for information on individual local accuracy
 DE7052  values and other accuracy information.
 DE7052
 DE7052
 DE7052.The horizontal coordinates were established by GPS observations
 DE7052.and adjusted by the National Geodetic Survey in February 2007.
 DE7052
 DE7052.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7052.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7052
 DE7052.The horizontal coordinates are valid at the epoch date displayed above
 DE7052.which is a decimal equivalence of Year/Month/Day.
 DE7052
 DE7052.The orthometric height was determined by differential leveling and
 DE7052.adjusted in May 2009.
 DE7052
 DE7052.Photographs are available for this station.
 DE7052
 DE7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7052
 DE7052.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7052
 DE7052.The ellipsoidal height was determined by GPS observations
 DE7052.and is referenced to NAD 83.
 DE7052
 DE7052.The dynamic height is computed by dividing the NAVD 88
 DE7052.geopotential number by the normal gravity value computed on the
 DE7052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7052.degrees latitude (g = 980.6199 gals.).
 DE7052
 DE7052.The modeled gravity was interpolated from observed gravity values.
 DE7052
 DE7052. The following values were computed from the NAD 83(2007) position.
 DE7052
 DE7052;                    North         East     Units Scale Factor Converg.
 DE7052;SPC MN N     -   236,970.584   749,406.607   MT  0.99990450   -0 29 59.9
 DE7052;SPC MN N     -   777,460.99  2,458,678.18   sFT  0.99990450   -0 29 59.9
 DE7052;UTM  15      - 5,286,588.966   441,923.157   MT  0.99964145   -0 34 23.4
 DE7052
 DE7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7052!SPC MN N     -   0.99994022  x   0.99990450  =   0.99984473
 DE7052!UTM  15      -   0.99994022  x   0.99964145  =   0.99958169
 DE7052
 DE7052:                Primary Azimuth Mark                     Grid Az
 DE7052:SPC MN N     -  3107 AK                                  179 06 53.3
 DE7052:UTM  15      -  3107 AK                                  179 11 16.8
 DE7052
 DE7052|---------------------------------------------------------------------|
 DE7052| PID    Reference Object                     Distance      Geod. Az  |
 DE7052|                                                           dddmmss.s |
 DE7052| DE7051 3107 AK                             APPROX. 1.3 KM 1783653.4 |
 DE7052|---------------------------------------------------------------------|
 DE7052
 DE7052                          SUPERSEDED SURVEY CONTROL
 DE7052
 DE7052  NAD 83(1996)-  47 43 48.22441(N)    093 46 28.29835(W) AD(       ) 1
 DE7052  ELLIP H (09/05/02)  381.425  (m)                       GP(       ) 4 1
 DE7052  NAVD 88 (09/05/02)  410.36   (m)         1346.3    (f) LEVELING    3  
 DE7052
 DE7052.Superseded values are not recommended for survey control.
 DE7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7052.See file dsdata.txt to determine how the superseded data were derived.
 DE7052
 DE7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4192386588(NAD 83)
 DE7052
 DE7052_MARKER: DD = SURVEY DISK
 DE7052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7052_STAMPING: 3107 AL 2002
 DE7052_MARK LOGO: MNDT  
 DE7052_PROJECTION: RECESSED 3 CENTIMETERS
 DE7052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7052+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2009
 DE7052_ROD/PIPE-DEPTH: 10.7 meters
 DE7052
 DE7052  HISTORY     - Date     Condition        Report By
 DE7052  HISTORY     - 20020205 MONUMENTED       MNDT
 DE7052  HISTORY     - 20020205 GOOD             MNDT
 DE7052  HISTORY     - 20090202 GOOD             MNDT
 DE7052
 DE7052                          STATION DESCRIPTION
 DE7052
 DE7052'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DE7052'5.7 MI (9.2 KM) WSW OF BIGFORK, 9.25 MI (14.89 KM) NORTH ALONG TH 6
 DE7052'FROM JCT OF TH 286 IN TALMOON, 1.3 MI (2.1 KM) SOUTH OF BIG FORK
 DE7052'RIVER, AT TH 6 MP 118.45, 167.7 FT (51.1 M) SE OF P-POLE, 112 FT (34.1
 DE7052'M) SSE OF TEL CABLE PEDESTAL, 73.5 FT (22.4 M) EAST OF TH 6, 41 FT
 DE7052'(12.5 M) NORTH OF FENCE CORNER 2.4 FT (0.7 M) WEST OF FENCELINE, 1.8
 DE7052'FT (0.5 M) WEST OF WIT POST.
 DE7052
 DE7052                          STATION RECOVERY (2002)
 DE7052
 DE7052'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 DE7052'RECOVERED AS DESCRIBED.
 DE7052
 DE7052                          STATION RECOVERY (2009)
 DE7052
 DE7052'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DE7052'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE7052'THE MARK IS 5.7 MILES WEST-SOUTHWEST OF BIGFORK, 9.25 MILES NORTH
 DE7052'ALONG TRUNK HIGHWAY 6 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 DE7052'HIGHWAY 286 IN TALMOON, OR 1.3 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM
 DE7052'JUNCTION OF TRUNK HIGHWAY 6 AND BIGFORK RIVER BRIDGE, AT TRUNK HIGHWAY
 DE7052'6 MILEPOINT 118.45, 167.7 FEET SOUTHEAST OF POWER POLE, 112.0 FEET
 DE7052'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL, 73.5 FEET EAST OF TRUNK
 DE7052'HIGHWAY 6, 41.0 FEET NORTH OF FENCE CORNER, 2.4 FEET WEST OF
 DE7052'NORTH-SOUTH FENCE LINE, 1.8 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3210 ***********************************************************************
 DI3210  DESIGNATION -  3107 AM
 DI3210  PID         -  DI3210
 DI3210  STATE/COUNTY-  MN/ITASCA
 DI3210  COUNTRY     -  US
 DI3210  USGS QUAD   -  WILDWOOD NE (1971)
 DI3210
 DI3210                         *CURRENT SURVEY CONTROL
 DI3210  ______________________________________________________________________
 DI3210* NAD 83(1986) POSITION- 47 53 39.03   (N) 093 46 13.07   (W)   HD_HELD1  
 DI3210* NAVD 88 ORTHO HEIGHT -   396.536  (meters)    1300.97  (feet) ADJUSTED  
 DI3210  ______________________________________________________________________
 DI3210  GEOID HEIGHT    -        -29.15  (meters)                     GEOID09
 DI3210  DYNAMIC HEIGHT  -        396.602 (meters)     1301.19  (feet) COMP
 DI3210  MODELED GRAVITY -    980,766.5   (mgal)                       NAVD 88
 DI3210
 DI3210  VERT ORDER      -  SECOND    CLASS I
 DI3210
 DI3210.The horizontal coordinates were established by differentially corrected
 DI3210.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3210.
 DI3210.The orthometric height was determined by differential leveling and
 DI3210.adjusted in May 2007.
 DI3210
 DI3210.The dynamic height is computed by dividing the NAVD 88
 DI3210.geopotential number by the normal gravity value computed on the
 DI3210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3210.degrees latitude (g = 980.6199 gals.).
 DI3210
 DI3210.The modeled gravity was interpolated from observed gravity values.
 DI3210
 DI3210;                    North         East    Units  Estimated Accuracy
 DI3210;SPC MN N     -   255,212.5     749,882.1     MT  (+/- 3 meters HH1 GPS) 
 DI3210
 DI3210                          SUPERSEDED SURVEY CONTROL
 DI3210
 DI3210.No superseded survey control is available for this station.
 DI3210
 DI3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4242204825(NAD 83)
 DI3210
 DI3210_MARKER: DD = SURVEY DISK
 DI3210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3210_STAMPING: 3107 AM 2005
 DI3210_MARK LOGO: MNDT  
 DI3210_PROJECTION: FLUSH
 DI3210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3210+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3210_ROD/PIPE-DEPTH:  4.6 meters
 DI3210
 DI3210  HISTORY     - Date     Condition        Report By
 DI3210  HISTORY     - 2005     MONUMENTED       MNDT
 DI3210
 DI3210                          STATION DESCRIPTION
 DI3210
 DI3210'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3210'6.0 MILES NORTHWEST OF EFFIE, 6.0 MILES WEST ALONG TRUNK HIGHWAY 1
 DI3210'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND COUNTY ROAD 5 IN EFFIE, THEN
 DI3210'4.0 MILES NORTH ON TRUNK HIGHWAY 6, AT TRUNK HIGHWAY 6 MILEPOINT
 DI3210'129.75, 49.3 FEET SOUTHEAST OF TRUNK HIGHWAY 6, 17.9 FEET NORTHEAST OF
 DI3210'ENTRANCE, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8104 ***********************************************************************
 DM8104  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8104  DESIGNATION -  3107 AN
 DM8104  PID         -  DM8104
 DM8104  STATE/COUNTY-  MN/KOOCHICHING
 DM8104  COUNTRY     -  US
 DM8104  USGS QUAD   -  WILDWOOD SE (1996)
 DM8104
 DM8104                         *CURRENT SURVEY CONTROL
 DM8104  ______________________________________________________________________
 DM8104* NAD 83(2007) POSITION- 47 51 27.89261(N) 093 46 34.62772(W)   ADJUSTED  
 DM8104* NAD 83(2007) ELLIP HT-   379.539 (meters)        (06/13/11)   ADJUSTED
 DM8104* NAD 83(2007) EPOCH   -  2002.00
 DM8104* NAVD 88 ORTHO HEIGHT -   408.64   (meters)    1340.7   (feet) GPS OBS   
 DM8104  ______________________________________________________________________
 DM8104  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DM8104  NAD 83(2007) X  -   -282,392.707 (meters)                     COMP
 DM8104  NAD 83(2007) Y  - -4,278,404.102 (meters)                     COMP
 DM8104  NAD 83(2007) Z  -  4,706,559.629 (meters)                     COMP
 DM8104  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC09
 DM8104  HORZ ORDER      -  FIRST
 DM8104  ELLP ORDER      -  FOURTH    CLASS I
 DM8104
 DM8104.The horizontal coordinates were established by GPS observations
 DM8104.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8104
 DM8104.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8104.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8104
 DM8104.The horizontal coordinates are valid at the epoch date displayed above
 DM8104.which is a decimal equivalence of Year/Month/Day.
 DM8104
 DM8104.The orthometric height was determined by GPS observations and a
 DM8104.high-resolution geoid model using precise GPS observation and
 DM8104.processing techniques.
 DM8104
 DM8104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8104
 DM8104.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8104
 DM8104.The ellipsoidal height was determined by GPS observations
 DM8104.and is referenced to NAD 83.
 DM8104
 DM8104. The following values were computed from the NAD 83(2007) position.
 DM8104
 DM8104;                    North         East     Units Scale Factor Converg.
 DM8104;SPC MN N     -   251,166.712   749,398.932   MT  0.99990289   -0 30 04.6
 DM8104;SPC MN N     -   824,036.12  2,458,653.00   sFT  0.99990289   -0 30 04.6
 DM8104;UTM  15      - 5,300,781.375   441,933.756   MT  0.99964143   -0 34 32.2
 DM8104
 DM8104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8104!SPC MN N     -   0.99994052  x   0.99990289  =   0.99984341
 DM8104!UTM  15      -   0.99994052  x   0.99964143  =   0.99958197
 DM8104
 DM8104                          SUPERSEDED SURVEY CONTROL
 DM8104
 DM8104.No superseded survey control is available for this station.
 DM8104
 DM8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4193300781(NAD 83)
 DM8104
 DM8104_MARKER: I = METAL ROD
 DM8104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8104_STAMPING: 3107 AN 2009
 DM8104_MARK LOGO: MNDT  
 DM8104_PROJECTION: RECESSED 5 CENTIMETERS
 DM8104_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8104+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8104_ROD/PIPE-DEPTH:  6.1 meters
 DM8104
 DM8104  HISTORY     - Date     Condition        Report By
 DM8104  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8104
 DM8104                          STATION DESCRIPTION
 DM8104
 DM8104'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8104'THE MARK IS 6.5 MILES WEST-NORTHWEST OF EFFIE, 1.2 MILES NORTH ALONG
 DM8104'TRUNK HIGHWAY 6 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 1 (6 MILES
 DM8104'WEST OF EFFIE), AT TRUNK HIGHWAY 6 MILEPOINT 127.25, 34 FEET WEST OF
 DM8104'TRUNK HIGHWAY 6, 14.5 FEET SOUTH OF ENTRANCE, 7.3 FEET NORTH OF
 DM8104'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8105 ***********************************************************************
 DM8105  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8105  DESIGNATION -  3107 AP
 DM8105  PID         -  DM8105
 DM8105  STATE/COUNTY-  MN/ITASCA
 DM8105  COUNTRY     -  US
 DM8105  USGS QUAD   -  WILDWOOD SE (1996)
 DM8105
 DM8105                         *CURRENT SURVEY CONTROL
 DM8105  ______________________________________________________________________
 DM8105* NAD 83(2007) POSITION- 47 49 32.72806(N) 093 46 35.24227(W)   ADJUSTED  
 DM8105* NAD 83(2007) ELLIP HT-   390.401 (meters)        (06/13/11)   ADJUSTED
 DM8105* NAD 83(2007) EPOCH   -  2002.00
 DM8105* NAVD 88 ORTHO HEIGHT -   419.46   (meters)    1376.2   (feet) GPS OBS   
 DM8105  ______________________________________________________________________
 DM8105  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DM8105  NAD 83(2007) X  -   -282,579.609 (meters)                     COMP
 DM8105  NAD 83(2007) Y  - -4,281,041.674 (meters)                     COMP
 DM8105  NAD 83(2007) Z  -  4,704,180.216 (meters)                     COMP
 DM8105  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 DM8105  HORZ ORDER      -  FIRST
 DM8105  ELLP ORDER      -  FOURTH    CLASS I
 DM8105
 DM8105.The horizontal coordinates were established by GPS observations
 DM8105.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8105
 DM8105.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8105.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8105
 DM8105.The horizontal coordinates are valid at the epoch date displayed above
 DM8105.which is a decimal equivalence of Year/Month/Day.
 DM8105
 DM8105.The orthometric height was determined by GPS observations and a
 DM8105.high-resolution geoid model using precise GPS observation and
 DM8105.processing techniques.
 DM8105
 DM8105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8105
 DM8105.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8105
 DM8105.The ellipsoidal height was determined by GPS observations
 DM8105.and is referenced to NAD 83.
 DM8105
 DM8105. The following values were computed from the NAD 83(2007) position.
 DM8105
 DM8105;                    North         East     Units Scale Factor Converg.
 DM8105;SPC MN N     -   247,610.409   749,355.037   MT  0.99990283   -0 30 05.0
 DM8105;SPC MN N     -   812,368.48  2,458,508.98   sFT  0.99990283   -0 30 05.0
 DM8105;UTM  15      - 5,297,226.061   441,885.267   MT  0.99964150   -0 34 31.6
 DM8105
 DM8105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8105!SPC MN N     -   0.99993881  x   0.99990283  =   0.99984165
 DM8105!UTM  15      -   0.99993881  x   0.99964150  =   0.99958034
 DM8105
 DM8105:                Primary Azimuth Mark                     Grid Az
 DM8105:SPC MN N     -  3107 Z                                   179 07 13.0
 DM8105:UTM  15      -  3107 Z                                   179 11 39.6
 DM8105
 DM8105|---------------------------------------------------------------------|
 DM8105| PID    Reference Object                     Distance      Geod. Az  |
 DM8105|                                                           dddmmss.s |
 DM8105| AJ5589 3107 Z                              APPROX. 1.3 KM 1783708.0 |
 DM8105|---------------------------------------------------------------------|
 DM8105
 DM8105                          SUPERSEDED SURVEY CONTROL
 DM8105
 DM8105.No superseded survey control is available for this station.
 DM8105
 DM8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4188597226(NAD 83)
 DM8105
 DM8105_MARKER: I = METAL ROD
 DM8105_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8105_STAMPING: 3107 AP 2009
 DM8105_MARK LOGO: MNDT  
 DM8105_PROJECTION: RECESSED 3 CENTIMETERS
 DM8105_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8105+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8105_ROD/PIPE-DEPTH:  7.6 meters
 DM8105
 DM8105  HISTORY     - Date     Condition        Report By
 DM8105  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8105
 DM8105                          STATION DESCRIPTION
 DM8105
 DM8105'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8105'THE MARK IS 6.5 MILES WEST-SOUTHWEST OF EFFIE, 0.9 MILE SOUTH ALONG
 DM8105'TRUNK HIGHWAY 6 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 1(6 MILES
 DM8105'WEST OF EFFIE), AT TRUNK HIGHWAY 6 MILEPOINT 125.05, 35.6 FEET WEST OF
 DM8105'TRUNK HIGHWAY 6, 14.6 FEET SOUTH OF ENTRANCE, 6.4 FEET NORTH OF
 DM8105'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8106 ***********************************************************************
 DM8106  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8106  DESIGNATION -  3107 AQ
 DM8106  PID         -  DM8106
 DM8106  STATE/COUNTY-  MN/ITASCA
 DM8106  COUNTRY     -  US
 DM8106  USGS QUAD   -  WILDWOOD SE (1996)
 DM8106
 DM8106                         *CURRENT SURVEY CONTROL
 DM8106  ______________________________________________________________________
 DM8106* NAD 83(2007) POSITION- 47 47 08.75248(N) 093 46 33.57078(W)   ADJUSTED  
 DM8106* NAD 83(2007) ELLIP HT-   383.073 (meters)        (06/13/11)   ADJUSTED
 DM8106* NAD 83(2007) EPOCH   -  2002.00
 DM8106* NAVD 88 ORTHO HEIGHT -   412.07   (meters)    1351.9   (feet) GPS OBS   
 DM8106  ______________________________________________________________________
 DM8106  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 DM8106  NAD 83(2007) X  -   -282,761.564 (meters)                     COMP
 DM8106  NAD 83(2007) Y  - -4,284,326.543 (meters)                     COMP
 DM8106  NAD 83(2007) Z  -  4,701,187.992 (meters)                     COMP
 DM8106  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC09
 DM8106  HORZ ORDER      -  FIRST
 DM8106  ELLP ORDER      -  FOURTH    CLASS I
 DM8106
 DM8106.The horizontal coordinates were established by GPS observations
 DM8106.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8106
 DM8106.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8106.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8106
 DM8106.The horizontal coordinates are valid at the epoch date displayed above
 DM8106.which is a decimal equivalence of Year/Month/Day.
 DM8106
 DM8106.The orthometric height was determined by GPS observations and a
 DM8106.high-resolution geoid model using precise GPS observation and
 DM8106.processing techniques.
 DM8106
 DM8106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8106
 DM8106.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8106
 DM8106.The ellipsoidal height was determined by GPS observations
 DM8106.and is referenced to NAD 83.
 DM8106
 DM8106. The following values were computed from the NAD 83(2007) position.
 DM8106
 DM8106;                    North         East     Units Scale Factor Converg.
 DM8106;SPC MN N     -   243,163.999   749,350.914   MT  0.99990319   -0 30 03.8
 DM8106;SPC MN N     -   797,780.55  2,458,495.46   sFT  0.99990319   -0 30 03.8
 DM8106;UTM  15      - 5,292,780.823   441,875.415   MT  0.99964151   -0 34 29.1
 DM8106
 DM8106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8106!SPC MN N     -   0.99993996  x   0.99990319  =   0.99984316
 DM8106!UTM  15      -   0.99993996  x   0.99964151  =   0.99958149
 DM8106
 DM8106:                Primary Azimuth Mark                     Grid Az
 DM8106:SPC MN N     -  3107 AR                                  180 10 44.5
 DM8106:UTM  15      -  3107 AR                                  180 15 09.8
 DM8106
 DM8106|---------------------------------------------------------------------|
 DM8106| PID    Reference Object                     Distance      Geod. Az  |
 DM8106|                                                           dddmmss.s |
 DM8106| DM8107 3107 AR                             APPROX. 1.5 KM 1794040.7 |
 DM8106|---------------------------------------------------------------------|
 DM8106
 DM8106                          SUPERSEDED SURVEY CONTROL
 DM8106
 DM8106.No superseded survey control is available for this station.
 DM8106
 DM8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4187592780(NAD 83)
 DM8106
 DM8106_MARKER: I = METAL ROD
 DM8106_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8106_STAMPING: 3107 AQ 2009
 DM8106_MARK LOGO: MNDT  
 DM8106_PROJECTION: RECESSED 5 CENTIMETERS
 DM8106_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8106+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8106_ROD/PIPE-DEPTH:  7.6 meters
 DM8106
 DM8106  HISTORY     - Date     Condition        Report By
 DM8106  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8106
 DM8106                          STATION DESCRIPTION
 DM8106
 DM8106'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8106'THE MARK IS 5.5 MILES NORTHWEST OF BIG FORK, 1.55 MILES NORTH ALONG
 DM8106'TRUNK HIGHWAY 6 FROM THE NORTH JUNCTION OF COUNTY ROAD 14(5.5 MILES
 DM8106'WEST OF BIG FORK), AT TRUNK HIGHWAY 6 MILEPOINT 122.3, 33.8 FEET EAST
 DM8106'OF TRUNK HIGHWAY 6, 15.5 FEET SOUTH OF ENTRANCE, 149 FEET NORTH
 DM8106'NORTHWEST OF TELEPHONE PEDESTAL, 5.2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8107 ***********************************************************************
 DM8107  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8107  DESIGNATION -  3107 AR
 DM8107  PID         -  DM8107
 DM8107  STATE/COUNTY-  MN/ITASCA
 DM8107  COUNTRY     -  US
 DM8107  USGS QUAD   -  WILDWOOD SE (1996)
 DM8107
 DM8107                         *CURRENT SURVEY CONTROL
 DM8107  ______________________________________________________________________
 DM8107* NAD 83(2007) POSITION- 47 46 18.74115(N) 093 46 33.15383(W)   ADJUSTED  
 DM8107* NAD 83(2007) ELLIP HT-   378.943 (meters)        (06/13/11)   ADJUSTED
 DM8107* NAD 83(2007) EPOCH   -  2002.00
 DM8107* NAVD 88 ORTHO HEIGHT -   407.93   (meters)    1338.4   (feet) GPS OBS   
 DM8107  ______________________________________________________________________
 DM8107  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 DM8107  NAD 83(2007) X  -   -282,828.053 (meters)                     COMP
 DM8107  NAD 83(2007) Y  - -4,285,465.793 (meters)                     COMP
 DM8107  NAD 83(2007) Z  -  4,700,146.909 (meters)                     COMP
 DM8107  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC09
 DM8107  HORZ ORDER      -  FIRST
 DM8107  ELLP ORDER      -  FOURTH    CLASS I
 DM8107
 DM8107.The horizontal coordinates were established by GPS observations
 DM8107.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8107
 DM8107.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8107.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8107
 DM8107.The horizontal coordinates are valid at the epoch date displayed above
 DM8107.which is a decimal equivalence of Year/Month/Day.
 DM8107
 DM8107.The orthometric height was determined by GPS observations and a
 DM8107.high-resolution geoid model using precise GPS observation and
 DM8107.processing techniques.
 DM8107
 DM8107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8107
 DM8107.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8107
 DM8107.The ellipsoidal height was determined by GPS observations
 DM8107.and is referenced to NAD 83.
 DM8107
 DM8107. The following values were computed from the NAD 83(2007) position.
 DM8107
 DM8107;                    North         East     Units Scale Factor Converg.
 DM8107;SPC MN N     -   241,619.531   749,346.088   MT  0.99990343   -0 30 03.5
 DM8107;SPC MN N     -   792,713.41  2,458,479.62   sFT  0.99990343   -0 30 03.5
 DM8107;UTM  15      - 5,291,236.767   441,868.606   MT  0.99964152   -0 34 28.3
 DM8107
 DM8107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8107!SPC MN N     -   0.99994061  x   0.99990343  =   0.99984405
 DM8107!UTM  15      -   0.99994061  x   0.99964152  =   0.99958215
 DM8107
 DM8107:                Primary Azimuth Mark                     Grid Az
 DM8107:SPC MN N     -  3107 AQ                                  000 10 44.5
 DM8107:UTM  15      -  3107 AQ                                  000 15 09.3
 DM8107
 DM8107|---------------------------------------------------------------------|
 DM8107| PID    Reference Object                     Distance      Geod. Az  |
 DM8107|                                                           dddmmss.s |
 DM8107| DM8106 3107 AQ                             APPROX. 1.5 KM 3594041.0 |
 DM8107|---------------------------------------------------------------------|
 DM8107
 DM8107                          SUPERSEDED SURVEY CONTROL
 DM8107
 DM8107.No superseded survey control is available for this station.
 DM8107
 DM8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4186891236(NAD 83)
 DM8107
 DM8107_MARKER: I = METAL ROD
 DM8107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8107_STAMPING: 3107 AR 2009
 DM8107_MARK LOGO: MNDT  
 DM8107_PROJECTION: FLUSH
 DM8107_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8107+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8107_ROD/PIPE-DEPTH:  7.6 meters
 DM8107
 DM8107  HISTORY     - Date     Condition        Report By
 DM8107  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8107
 DM8107                          STATION DESCRIPTION
 DM8107
 DM8107'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8107'THE MARK IS 5.0 MILES NORTHWEST OF BIG FORK, 0.7 MILE NORTH ALONG
 DM8107'TRUNK HIGHWAY 6 FROM THE NORTH JUNCTION OF COUNTY ROAD 14 (5.5 MILES
 DM8107'WEST OF BIG FORK), AT TRUNK HIGHWAY 6 MILEPOINT 121.3, 32.6 FEET EAST
 DM8107'OF TRUNK HIGHWAY 6, 20 FEET NORTH OF ENTRANCE, 5.6 FEET SOUTH OF
 DM8107'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7448 ***********************************************************************
 AI7448  DESIGNATION -  3107 B
 AI7448  PID         -  AI7448
 AI7448  STATE/COUNTY-  MN/ITASCA
 AI7448  COUNTRY     -  US
 AI7448  USGS QUAD   -  DEER RIVER (1996)
 AI7448
 AI7448                         *CURRENT SURVEY CONTROL
 AI7448  ______________________________________________________________________
 AI7448* NAD 83(2007) POSITION- 47 21 23.83850(N) 093 47 42.00439(W)   ADJUSTED  
 AI7448* NAD 83(2007) ELLIP HT-   374.456 (meters)        (06/13/11)   ADJUSTED
 AI7448* NAD 83(2007) EPOCH   -  2002.00
 AI7448* NAVD 88 ORTHO HEIGHT -   403.521  (meters)    1323.89  (feet) ADJUSTED  
 AI7448  ______________________________________________________________________
 AI7448  NAD 83(2007) X  -   -286,513.680 (meters)                     COMP
 AI7448  NAD 83(2007) Y  - -4,319,369.174 (meters)                     COMP
 AI7448  NAD 83(2007) Z  -  4,668,989.134 (meters)                     COMP
 AI7448  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC09
 AI7448  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 AI7448  DYNAMIC HEIGHT  -        403.560 (meters)     1324.01  (feet) COMP
 AI7448  MODELED GRAVITY -    980,696.3   (mgal)                       NAVD 88
 AI7448
 AI7448  HORZ ORDER      -  FIRST
 AI7448  VERT ORDER      -  SECOND    CLASS I
 AI7448  ELLP ORDER      -  FOURTH    CLASS I
 AI7448
 AI7448.The horizontal coordinates were established by GPS observations
 AI7448.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7448
 AI7448.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7448.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7448
 AI7448.The horizontal coordinates are valid at the epoch date displayed above
 AI7448.which is a decimal equivalence of Year/Month/Day.
 AI7448
 AI7448.The orthometric height was determined by differential leveling and
 AI7448.adjusted in January 2001.
 AI7448
 AI7448.Photographs are available for this station.
 AI7448
 AI7448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7448
 AI7448.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7448
 AI7448.The ellipsoidal height was determined by GPS observations
 AI7448.and is referenced to NAD 83.
 AI7448
 AI7448.The dynamic height is computed by dividing the NAVD 88
 AI7448.geopotential number by the normal gravity value computed on the
 AI7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7448.degrees latitude (g = 980.6199 gals.).
 AI7448
 AI7448.The modeled gravity was interpolated from observed gravity values.
 AI7448
 AI7448. The following values were computed from the NAD 83(2007) position.
 AI7448
 AI7448;                    North         East     Units Scale Factor Converg.
 AI7448;SPC MN N     -   195,469.638   747,497.720   MT  0.99993752   -0 30 54.5
 AI7448;SPC MN N     -   641,303.30  2,452,415.44   sFT  0.99993752   -0 30 54.5
 AI7448;UTM  15      - 5,245,101.831   439,963.066   MT  0.99964430   -0 35 05.3
 AI7448
 AI7448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7448!SPC MN N     -   0.99994131  x   0.99993752  =   0.99987883
 AI7448!UTM  15      -   0.99994131  x   0.99964430  =   0.99958563
 AI7448
 AI7448                          SUPERSEDED SURVEY CONTROL
 AI7448
 AI7448  NAD 83(2007)-  47 21 23.83797(N)    093 47 42.00386(W) AD(       ) 0
 AI7448  ELLIP H (02/10/07)  374.451  (m)                       GP(       )    
 AI7448  NAD 83(1996)-  47 21 23.83838(N)    093 47 42.00350(W) AD(       ) 1
 AI7448  ELLIP H (07/22/03)  374.451  (m)                       GP(       ) 3 2
 AI7448  NAVD 88 (07/22/03)  403.52   (m)         1323.9    (f) LEVELING    3  
 AI7448
 AI7448.Superseded values are not recommended for survey control.
 AI7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7448.See file dsdata.txt to determine how the superseded data were derived.
 AI7448
 AI7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3996345101(NAD 83)
 AI7448
 AI7448_MARKER: DV = VERTICAL CONTROL DISK
 AI7448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7448_STAMPING: 3107 B 1990
 AI7448_MARK LOGO: MNDT  
 AI7448_PROJECTION: FLUSH
 AI7448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7448+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2009
 AI7448_ROD/PIPE-DEPTH:  5.2 meters
 AI7448
 AI7448  HISTORY     - Date     Condition        Report By
 AI7448  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7448  HISTORY     - 20010424 GOOD             MNDT
 AI7448  HISTORY     - 20090827 GOOD             MNDT
 AI7448
 AI7448                          STATION DESCRIPTION
 AI7448
 AI7448'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7448'THE MARK IS LOCATED ABOUT 3/4 MILE NORTH OF THE CITY OF DEER RIVER,
 AI7448'1.6 MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7448'HIGHWAY 2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 89.8, AND IN THE SE
 AI7448'1/4 OF SECTION 35, T145N, R25W.  THE MARK, A STANDARD MNDT VERTICAL
 AI7448'CONTROL MONUMENT DISK STAMPED---3107 B 1990---, IS FORCED ONTO THE TOP
 AI7448'OF A 3/4 INCH DIAMETER BY 17 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH
 AI7448'WITH THE GROUND.  THE MARK IS 57.5 FEET WEST OF AND ABOUT 1-1/2 FEET
 AI7448'LOWER THAN THE CENTERLINE OF HIGHWAY 6, 19.0 FEET NORTH OF THE CENTER
 AI7448'OF AN ENTRANCE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.
 AI7448
 AI7448                          STATION RECOVERY (2001)
 AI7448
 AI7448'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 AI7448'THE MARK WAS RECOVERED AT TH 6 MP 90.5.
 AI7448
 AI7448                          STATION RECOVERY (2009)
 AI7448
 AI7448'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 AI7448'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7448'THE MARK IS 0.75 MILE NORTH OF DEER RIVER, 1.6 MILES NORTH ALONG TRUNK
 AI7448'HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 2, AT
 AI7448'TRUNK HIGHWAY 6 MILEPOINT 90.5, 57.5 FEET WEST OF TRUNK HIGHWAY 6,
 AI7448'19.0 FEET NORTH OF ENTRANCE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7452 ***********************************************************************
 AI7452  DESIGNATION -  3107 C
 AI7452  PID         -  AI7452
 AI7452  STATE/COUNTY-  MN/ITASCA
 AI7452  COUNTRY     -  US
 AI7452  USGS QUAD   -  DEER RIVER NE (1996)
 AI7452
 AI7452                         *CURRENT SURVEY CONTROL
 AI7452  ______________________________________________________________________
 AI7452* NAD 83(1986) POSITION- 47 22 35.     (N) 093 47 42.     (W)   SCALED    
 AI7452* NAVD 88 ORTHO HEIGHT -   399.019  (meters)    1309.11  (feet) ADJUSTED  
 AI7452  ______________________________________________________________________
 AI7452  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 AI7452  DYNAMIC HEIGHT  -        399.059 (meters)     1309.25  (feet) COMP
 AI7452  MODELED GRAVITY -    980,700.6   (mgal)                       NAVD 88
 AI7452
 AI7452  VERT ORDER      -  SECOND    CLASS I
 AI7452
 AI7452.The horizontal coordinates were scaled from a topographic map and have
 AI7452.an estimated accuracy of +/- 6 seconds.
 AI7452.
 AI7452.The orthometric height was determined by differential leveling and
 AI7452.adjusted in January 2001.
 AI7452
 AI7452.The dynamic height is computed by dividing the NAVD 88
 AI7452.geopotential number by the normal gravity value computed on the
 AI7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7452.degrees latitude (g = 980.6199 gals.).
 AI7452
 AI7452.The modeled gravity was interpolated from observed gravity values.
 AI7452
 AI7452;                    North         East    Units  Estimated Accuracy
 AI7452;SPC MN N     -   197,670.      747,520.      MT  (+/- 180 meters Scaled)
 AI7452
 AI7452                          SUPERSEDED SURVEY CONTROL
 AI7452
 AI7452.No superseded survey control is available for this station.
 AI7452
 AI7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN399472(NAD 83)
 AI7452
 AI7452_MARKER: DV = VERTICAL CONTROL DISK
 AI7452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7452_STAMPING: 3107 C 1990
 AI7452_MARK LOGO: MNDT  
 AI7452_PROJECTION: PROJECTING 15 CENTIMETERS
 AI7452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7452+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7452_ROD/PIPE-DEPTH: 18.3 meters
 AI7452
 AI7452  HISTORY     - Date     Condition        Report By
 AI7452  HISTORY     - 1990     MONUMENTED       MNDT
 AI7452
 AI7452                          STATION DESCRIPTION
 AI7452
 AI7452'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7452'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE CITY OF DEER RIVER, 3.0
 AI7452'MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AI7452'2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 91.9, AT THE JUNCTION OF A
 AI7452'TOWNSHIP ROAD, AND IN THE NE 1/4 OF SECTION 14, T145N, R25W. THE MARK,
 AI7452'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3107 C
 AI7452'1990---, IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 60 FOOT LONG
 AI7452'ALUMINUM ALLOY ROD AND PROJECTS 0.2  FOOT ABOVE THE GROUND.  THE MARK
 AI7452'IS 107.5 FEET WEST OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF
 AI7452'HIGHWAY 6, 36.5 FEET NORTH OF THE CENTER OF A TOWNSHIP ROAD, 44.8 FEET
 AI7452'WEST-NORTHWEST OF A POWER POLE, AND 0.7 FOOT NORTH OF A STEEL WITNESS
 AI7452'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7453 ***********************************************************************
 AI7453  DESIGNATION -  3107 D
 AI7453  PID         -  AI7453
 AI7453  STATE/COUNTY-  MN/ITASCA
 AI7453  COUNTRY     -  US
 AI7453  USGS QUAD   -  DEER RIVER NE (1996)
 AI7453
 AI7453                         *CURRENT SURVEY CONTROL
 AI7453  ______________________________________________________________________
 AI7453* NAD 83(1986) POSITION- 47 23 36.     (N) 093 47 38.     (W)   SCALED    
 AI7453* NAVD 88 ORTHO HEIGHT -   398.301  (meters)    1306.76  (feet) ADJUSTED  
 AI7453  ______________________________________________________________________
 AI7453  GEOID HEIGHT    -        -29.02  (meters)                     GEOID09
 AI7453  DYNAMIC HEIGHT  -        398.342 (meters)     1306.89  (feet) COMP
 AI7453  MODELED GRAVITY -    980,704.4   (mgal)                       NAVD 88
 AI7453
 AI7453  VERT ORDER      -  SECOND    CLASS I
 AI7453
 AI7453.The horizontal coordinates were scaled from a topographic map and have
 AI7453.an estimated accuracy of +/- 6 seconds.
 AI7453.
 AI7453.The orthometric height was determined by differential leveling and
 AI7453.adjusted in January 2001.
 AI7453
 AI7453.Photographs are available for this station.
 AI7453
 AI7453.The dynamic height is computed by dividing the NAVD 88
 AI7453.geopotential number by the normal gravity value computed on the
 AI7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7453.degrees latitude (g = 980.6199 gals.).
 AI7453
 AI7453.The modeled gravity was interpolated from observed gravity values.
 AI7453
 AI7453;                    North         East    Units  Estimated Accuracy
 AI7453;SPC MN N     -   199,550.      747,620.      MT  (+/- 180 meters Scaled)
 AI7453
 AI7453                          SUPERSEDED SURVEY CONTROL
 AI7453
 AI7453.No superseded survey control is available for this station.
 AI7453
 AI7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN400491(NAD 83)
 AI7453
 AI7453_MARKER: DV = VERTICAL CONTROL DISK
 AI7453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7453_STAMPING: 3107 D 1990
 AI7453_MARK LOGO: MNDT  
 AI7453_PROJECTION: RECESSED 8 CENTIMETERS
 AI7453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7453+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7453_ROD/PIPE-DEPTH: 16.8 meters
 AI7453
 AI7453  HISTORY     - Date     Condition        Report By
 AI7453  HISTORY     - 1990     MONUMENTED       MNDT
 AI7453
 AI7453                          STATION DESCRIPTION
 AI7453
 AI7453'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7453'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF THE CITY OF DEER RIVER, 4.2
 AI7453'MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AI7453'2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 93.1, NEAR THE JUNCTION OF
 AI7453'COUNTY ROAD 19, AND IN THE NW 1/4 OF SECTION 12, T145N, R25W.  THE
 AI7453'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3107 D
 AI7453'1990---, IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 55 FOOT LONG
 AI7453'ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 440
 AI7453'FEET WEST OF THE CENTERLINE OF HIGHWAY 6, 55.0 FEET SOUTH OF THE
 AI7453'CENTERLINE OF COUNTY ROAD 19, 1.9 FEET EAST-NORTHEAST OF A POWER POLE
 AI7453'(WITH A TRANSFORMER), 70.5 FEET WEST OF THE CENTER OF A FIELD
 AI7453'ENTRANCE, AND 1.1 FEET WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7458 ***********************************************************************
 AI7458  DESIGNATION -  3107 E
 AI7458  PID         -  AI7458
 AI7458  STATE/COUNTY-  MN/ITASCA
 AI7458  COUNTRY     -  US
 AI7458  USGS QUAD   -  DEER RIVER NE (1996)
 AI7458
 AI7458                         *CURRENT SURVEY CONTROL
 AI7458  ______________________________________________________________________
 AI7458* NAD 83(2007) POSITION- 47 24 28.24370(N) 093 48 07.54457(W)   ADJUSTED  
 AI7458* NAD 83(2007) ELLIP HT-   376.431 (meters)        (06/13/11)   ADJUSTED
 AI7458* NAD 83(2007) EPOCH   -  2002.00
 AI7458* NAVD 88 ORTHO HEIGHT -   405.425  (meters)    1330.13  (feet) ADJUSTED  
 AI7458  ______________________________________________________________________
 AI7458  NAD 83(2007) X  -   -286,770.687 (meters)                     COMP
 AI7458  NAD 83(2007) Y  - -4,315,153.128 (meters)                     COMP
 AI7458  NAD 83(2007) Z  -  4,672,846.896 (meters)                     COMP
 AI7458  LAPLACE CORR    -         -6.04  (seconds)                    DEFLEC09
 AI7458  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 AI7458  DYNAMIC HEIGHT  -        405.469 (meters)     1330.28  (feet) COMP
 AI7458  MODELED GRAVITY -    980,708.8   (mgal)                       NAVD 88
 AI7458
 AI7458  HORZ ORDER      -  FIRST
 AI7458  VERT ORDER      -  SECOND    CLASS I
 AI7458  ELLP ORDER      -  FOURTH    CLASS I
 AI7458
 AI7458.The horizontal coordinates were established by GPS observations
 AI7458.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7458
 AI7458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7458.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7458
 AI7458.The horizontal coordinates are valid at the epoch date displayed above
 AI7458.which is a decimal equivalence of Year/Month/Day.
 AI7458
 AI7458.The orthometric height was determined by differential leveling and
 AI7458.adjusted in January 2001.
 AI7458
 AI7458.Photographs are available for this station.
 AI7458
 AI7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7458
 AI7458.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7458
 AI7458.The ellipsoidal height was determined by GPS observations
 AI7458.and is referenced to NAD 83.
 AI7458
 AI7458.The dynamic height is computed by dividing the NAVD 88
 AI7458.geopotential number by the normal gravity value computed on the
 AI7458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7458.degrees latitude (g = 980.6199 gals.).
 AI7458
 AI7458.The modeled gravity was interpolated from observed gravity values.
 AI7458
 AI7458. The following values were computed from the NAD 83(2007) position.
 AI7458
 AI7458;                    North         East     Units Scale Factor Converg.
 AI7458;SPC MN N     -   201,168.830   747,013.519   MT  0.99993050   -0 31 13.5
 AI7458;SPC MN N     -   660,001.40  2,450,826.85   sFT  0.99993050   -0 31 13.5
 AI7458;UTM  15      - 5,250,799.960   439,485.955   MT  0.99964500   -0 35 25.8
 AI7458
 AI7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7458!SPC MN N     -   0.99994100  x   0.99993050  =   0.99987150
 AI7458!UTM  15      -   0.99994100  x   0.99964500  =   0.99958602
 AI7458
 AI7458                          SUPERSEDED SURVEY CONTROL
 AI7458
 AI7458  NAVD 88 (06/13/11)  405.43   (m)         1330.1    (f) LEVELING    3  
 AI7458
 AI7458.Superseded values are not recommended for survey control.
 AI7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7458.See file dsdata.txt to determine how the superseded data were derived.
 AI7458
 AI7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3948550799(NAD 83)
 AI7458
 AI7458_MARKER: DV = VERTICAL CONTROL DISK
 AI7458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7458_STAMPING: 3107 E 1990
 AI7458_MARK LOGO: MNDT  
 AI7458_PROJECTION: PROJECTING 8 CENTIMETERS
 AI7458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7458+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 AI7458_ROD/PIPE-DEPTH: 10.7 meters
 AI7458
 AI7458  HISTORY     - Date     Condition        Report By
 AI7458  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7458  HISTORY     - 20090831 GOOD             MNDT
 AI7458
 AI7458                          STATION DESCRIPTION
 AI7458
 AI7458'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7458'THE MARK IS LOCATED ABOUT 4-1/4 MILES NORTH OF THE CITY OF DEER RIVER,
 AI7458'5.25 MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7458'HIGHWAY 2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 94.15, ON PRIVATE
 AI7458'PROPERTY, AND IN THE NE 1/4 OF SECTION 2, T145N, R25W.  THE MARK, A
 AI7458'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3107 E 1990---,
 AI7458'IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM
 AI7458'ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE GROUND.  THE MARK IS 142.0
 AI7458'FEET EAST OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF HIGHWAY 6,
 AI7458'23.0 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING TO A GRAVEL
 AI7458'PIT, AND 0.9 FOOT NORTH OF A STEEL WITNESS POST.
 AI7458
 AI7458                          STATION RECOVERY (2009)
 AI7458
 AI7458'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 AI7458'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7458'THE MARK IS 4.75 MILES NORTH OF DEER RIVER, 5.25 MILES NORTH ALONG
 AI7458'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK HIGHWAY
 AI7458'6, AT TRUNK HIGHWAY 6 MILEPOINT 94.15, 142.0 FEET EAST OF TRUNK
 AI7458'HIGHWAY 6, 23.0 FEET SOUTHEAST OF GRAVEL ROAD TO GRAVEL PIT, 0.9 FOOT
 AI7458'NORTH OF WITNESS POST, ENTRANCE TO PIT IS AT A LOCKED GATE, POINT CAN
 AI7458'BE DRIVEN TO BY CONTINUING NORTH ON TRUNK HIGHWAY 6 FROM MARK FOR 0.15
 AI7458'MILE, THEN TURN INTO ENTRANCE TO ISACA COUNTY GARAGE, GO 400 FEET
 AI7458'EAST, THEN 0.15 MILE SOUTH ON GRAVEL ROAD TO MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7459 ***********************************************************************
 AI7459  DESIGNATION -  3107 F
 AI7459  PID         -  AI7459
 AI7459  STATE/COUNTY-  MN/ITASCA
 AI7459  COUNTRY     -  US
 AI7459  USGS QUAD   -  DEER RIVER NE (1996)
 AI7459
 AI7459                         *CURRENT SURVEY CONTROL
 AI7459  ______________________________________________________________________
 AI7459* NAD 83(1986) POSITION- 47 25 14.     (N) 093 48 42.     (W)   SCALED    
 AI7459* NAVD 88 ORTHO HEIGHT -   404.123  (meters)    1325.86  (feet) ADJUSTED  
 AI7459  ______________________________________________________________________
 AI7459  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 AI7459  DYNAMIC HEIGHT  -        404.169 (meters)     1326.01  (feet) COMP
 AI7459  MODELED GRAVITY -    980,713.0   (mgal)                       NAVD 88
 AI7459
 AI7459  VERT ORDER      -  SECOND    CLASS I
 AI7459
 AI7459.The horizontal coordinates were scaled from a topographic map and have
 AI7459.an estimated accuracy of +/- 6 seconds.
 AI7459.
 AI7459.The orthometric height was determined by differential leveling and
 AI7459.adjusted in January 2001.
 AI7459
 AI7459.Photographs are available for this station.
 AI7459
 AI7459.The dynamic height is computed by dividing the NAVD 88
 AI7459.geopotential number by the normal gravity value computed on the
 AI7459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7459.degrees latitude (g = 980.6199 gals.).
 AI7459
 AI7459.The modeled gravity was interpolated from observed gravity values.
 AI7459
 AI7459;                    North         East    Units  Estimated Accuracy
 AI7459;SPC MN N     -   202,590.      746,300.      MT  (+/- 180 meters Scaled)
 AI7459
 AI7459                          SUPERSEDED SURVEY CONTROL
 AI7459
 AI7459.No superseded survey control is available for this station.
 AI7459
 AI7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN387522(NAD 83)
 AI7459
 AI7459_MARKER: DV = VERTICAL CONTROL DISK
 AI7459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7459_STAMPING: 3107 F 1990
 AI7459_MARK LOGO: MNDT  
 AI7459_PROJECTION: PROJECTING 8 CENTIMETERS
 AI7459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7459+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7459_ROD/PIPE-DEPTH: 12.2 meters
 AI7459
 AI7459  HISTORY     - Date     Condition        Report By
 AI7459  HISTORY     - 1990     MONUMENTED       MNDT
 AI7459
 AI7459                          STATION DESCRIPTION
 AI7459
 AI7459'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7459'THE MARK IS LOCATED ABOUT 5-1/4 MILES NORTH OF THE CITY OF DEER RIVER,
 AI7459'6.3 MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7459'HIGHWAY 2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 95.15, AND IN THE NW
 AI7459'1/4 OF SECTION 35, T146N, R25W.  THE MARK, A STANDARD MNDT VERTICAL
 AI7459'CONTROL MONUMENT DISK STAMPED---3107 F 1990---, IS FORCED ONTO THE TOP
 AI7459'OF A 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS
 AI7459'0.1 FOOT ABOVE THE GROUND.  THE MARK IS 98.5 FEET EAST OF AND ABOUT
 AI7459'1-1/2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 6, AND 0.9 FOOT NORTH
 AI7459'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7460 ***********************************************************************
 AI7460  DESIGNATION -  3107 G
 AI7460  PID         -  AI7460
 AI7460  STATE/COUNTY-  MN/ITASCA
 AI7460  COUNTRY     -  US
 AI7460  USGS QUAD   -  DEER RIVER NE (1996)
 AI7460
 AI7460                         *CURRENT SURVEY CONTROL
 AI7460  ______________________________________________________________________
 AI7460* NAD 83(2007) POSITION- 47 25 46.30035(N) 093 49 06.38970(W)   ADJUSTED  
 AI7460* NAD 83(2007) ELLIP HT-   379.928 (meters)        (06/13/11)   ADJUSTED
 AI7460* NAD 83(2007) EPOCH   -  2002.00
 AI7460* NAVD 88 ORTHO HEIGHT -   408.859  (meters)    1341.40  (feet) ADJUSTED  
 AI7460  ______________________________________________________________________
 AI7460  NAD 83(2007) X  -   -287,883.687 (meters)                     COMP
 AI7460  NAD 83(2007) Y  - -4,313,302.347 (meters)                     COMP
 AI7460  NAD 83(2007) Z  -  4,674,480.685 (meters)                     COMP
 AI7460  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC09
 AI7460  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 AI7460  DYNAMIC HEIGHT  -        408.906 (meters)     1341.55  (feet) COMP
 AI7460  MODELED GRAVITY -    980,715.9   (mgal)                       NAVD 88
 AI7460
 AI7460  HORZ ORDER      -  FIRST
 AI7460  VERT ORDER      -  SECOND    CLASS I
 AI7460  ELLP ORDER      -  FOURTH    CLASS I
 AI7460
 AI7460.The horizontal coordinates were established by GPS observations
 AI7460.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7460
 AI7460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7460.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7460
 AI7460.The horizontal coordinates are valid at the epoch date displayed above
 AI7460.which is a decimal equivalence of Year/Month/Day.
 AI7460
 AI7460.The orthometric height was determined by differential leveling and
 AI7460.adjusted in January 2001.
 AI7460
 AI7460.Photographs are available for this station.
 AI7460
 AI7460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7460
 AI7460.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7460
 AI7460.The ellipsoidal height was determined by GPS observations
 AI7460.and is referenced to NAD 83.
 AI7460
 AI7460.The dynamic height is computed by dividing the NAVD 88
 AI7460.geopotential number by the normal gravity value computed on the
 AI7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7460.degrees latitude (g = 980.6199 gals.).
 AI7460
 AI7460.The modeled gravity was interpolated from observed gravity values.
 AI7460
 AI7460. The following values were computed from the NAD 83(2007) position.
 AI7460
 AI7460;                    North         East     Units Scale Factor Converg.
 AI7460;SPC MN N     -   203,590.518   745,802.351   MT  0.99992776   -0 31 57.1
 AI7460;SPC MN N     -   667,946.56  2,446,853.21   sFT  0.99992776   -0 31 57.1
 AI7460;UTM  15      - 5,253,222.443   438,278.095   MT  0.99964682   -0 36 09.9
 AI7460
 AI7460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7460!SPC MN N     -   0.99994045  x   0.99992776  =   0.99986822
 AI7460!UTM  15      -   0.99994045  x   0.99964682  =   0.99958729
 AI7460
 AI7460                          SUPERSEDED SURVEY CONTROL
 AI7460
 AI7460  NAVD 88 (06/13/11)  408.86   (m)         1341.4    (f) LEVELING    3  
 AI7460
 AI7460.Superseded values are not recommended for survey control.
 AI7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7460.See file dsdata.txt to determine how the superseded data were derived.
 AI7460
 AI7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3827853222(NAD 83)
 AI7460
 AI7460_MARKER: DV = VERTICAL CONTROL DISK
 AI7460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7460_STAMPING: 3107 G 1990
 AI7460_MARK LOGO: MNDT  
 AI7460_PROJECTION: RECESSED 8 CENTIMETERS
 AI7460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7460+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2009
 AI7460_ROD/PIPE-DEPTH:  7.6 meters
 AI7460
 AI7460  HISTORY     - Date     Condition        Report By
 AI7460  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7460  HISTORY     - 20090831 GOOD             MNDT
 AI7460
 AI7460                          STATION DESCRIPTION
 AI7460
 AI7460'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7460'THE MARK IS LOCATED ABOUT 6 MILES NORTH OF THE CITY OF DEER RIVER,
 AI7460'6.95 MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7460'HIGHWAY 2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 95.8, AND IN THE SE
 AI7460'1/4 OF SECTION 27, T146N, R25W.  THE MARK, A STANDARD MNDT VERTICAL
 AI7460'CONTROL MONUMENT DISK STAMPED---3107 G 1990---, IS FORCED ONTO THE TOP
 AI7460'OF A 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1
 AI7460'FOOT BELOW THE GROUND.  THE MARK IS 99.5 FEET WEST OF AND ABOUT LEVEL
 AI7460'WITH THE CENTERLINE OF HIGHWAY 6, 108.8 FEET SOUTH OF A POWER POLE,
 AI7460'3.5 FEET NORTH OF A WOODEN CORNER FENCE POST, AND 0.8 FOOT EAST OF A
 AI7460'STEEL WITNESS POST.
 AI7460
 AI7460                          STATION RECOVERY (2009)
 AI7460
 AI7460'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 AI7460'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7460'THE MARK IS 6.2 MILES NORTH-NORTHWEST OF DEER RIVER, 6.95 MILES NORTH
 AI7460'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 2 AND TRUNK
 AI7460'HIGHWAY 6, AT TRUNK HIGHWAY 6 MILEPOINT 95.8, 99.5 FEET WEST OF TRUNK
 AI7460'HIGHWAY 6, 108.8 FEET SOUTH OF POWER POLE, 0.8 FOOT EAST OF WITNESS
 AI7460'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7461 ***********************************************************************
 AI7461  DESIGNATION -  3107 H
 AI7461  PID         -  AI7461
 AI7461  STATE/COUNTY-  MN/ITASCA
 AI7461  COUNTRY     -  US
 AI7461  USGS QUAD   -  DEER RIVER NE (1996)
 AI7461
 AI7461                         *CURRENT SURVEY CONTROL
 AI7461  ______________________________________________________________________
 AI7461* NAD 83(1986) POSITION- 47 26 28.     (N) 093 49 24.     (W)   SCALED    
 AI7461* NAVD 88 ORTHO HEIGHT -   408.084  (meters)    1338.86  (feet) ADJUSTED  
 AI7461  ______________________________________________________________________
 AI7461  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 AI7461  DYNAMIC HEIGHT  -        408.133 (meters)     1339.02  (feet) COMP
 AI7461  MODELED GRAVITY -    980,719.3   (mgal)                       NAVD 88
 AI7461
 AI7461  VERT ORDER      -  SECOND    CLASS I
 AI7461
 AI7461.The horizontal coordinates were scaled from a topographic map and have
 AI7461.an estimated accuracy of +/- 6 seconds.
 AI7461.
 AI7461.The orthometric height was determined by differential leveling and
 AI7461.adjusted in January 2001.
 AI7461
 AI7461.The dynamic height is computed by dividing the NAVD 88
 AI7461.geopotential number by the normal gravity value computed on the
 AI7461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7461.degrees latitude (g = 980.6199 gals.).
 AI7461
 AI7461.The modeled gravity was interpolated from observed gravity values.
 AI7461
 AI7461;                    North         East    Units  Estimated Accuracy
 AI7461;SPC MN N     -   204,880.      745,450.      MT  (+/- 180 meters Scaled)
 AI7461
 AI7461                          SUPERSEDED SURVEY CONTROL
 AI7461
 AI7461.No superseded survey control is available for this station.
 AI7461
 AI7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN379545(NAD 83)
 AI7461
 AI7461_MARKER: DV = VERTICAL CONTROL DISK
 AI7461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7461_STAMPING: 3107 H 1990
 AI7461_MARK LOGO: MNDT  
 AI7461_PROJECTION: RECESSED 8 CENTIMETERS
 AI7461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7461+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7461_ROD/PIPE-DEPTH:  9.1 meters
 AI7461
 AI7461  HISTORY     - Date     Condition        Report By
 AI7461  HISTORY     - 1990     MONUMENTED       MNDT
 AI7461
 AI7461                          STATION DESCRIPTION
 AI7461
 AI7461'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7461'THE MARK IS LOCATED ABOUT 6-3/4 MILES NORTH OF THE CITY OF DEER RIVER,
 AI7461'7.8 MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7461'HIGHWAY 2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 96.65, AND IN THE SE
 AI7461'1/4 OF SECTION 22, T146N, R25W.  THE MARK, A STANDARD MNDT VERTICAL
 AI7461'CONTROL MONUMENT DISK STAMPED---3107 H 1990---, IS FORCED ONTO THE TOP
 AI7461'OF A 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1
 AI7461'FOOT BELOW THE GROUND.  THE MARK IS 100.0 FEET EAST OF AND ABOUT 2
 AI7461'FEET LOWER THAN CENTERLINE OF HIGHWAY 6, 8.0 FEET SOUTH
 AI7461'NORTH-NORTHEAST OF THE CENTER OF A LOGGING TRAIL, AND 1.7 FEET SOUTH
 AI7461'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7466 ***********************************************************************
 AI7466  DESIGNATION -  3107 J
 AI7466  PID         -  AI7466
 AI7466  STATE/COUNTY-  MN/ITASCA
 AI7466  COUNTRY     -  US
 AI7466  USGS QUAD   -  DEER RIVER NE (1996)
 AI7466
 AI7466                         *CURRENT SURVEY CONTROL
 AI7466  ______________________________________________________________________
 AI7466* NAD 83(1986) POSITION- 47 28 02.     (N) 093 49 54.     (W)   SCALED    
 AI7466* NAVD 88 ORTHO HEIGHT -   409.543  (meters)    1343.64  (feet) ADJUSTED  
 AI7466  ______________________________________________________________________
 AI7466  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 AI7466  DYNAMIC HEIGHT  -        409.595 (meters)     1343.81  (feet) COMP
 AI7466  MODELED GRAVITY -    980,726.8   (mgal)                       NAVD 88
 AI7466
 AI7466  VERT ORDER      -  SECOND    CLASS I
 AI7466
 AI7466.The horizontal coordinates were scaled from a topographic map and have
 AI7466.an estimated accuracy of +/- 6 seconds.
 AI7466.
 AI7466.The orthometric height was determined by differential leveling and
 AI7466.adjusted in January 2001.
 AI7466
 AI7466.The dynamic height is computed by dividing the NAVD 88
 AI7466.geopotential number by the normal gravity value computed on the
 AI7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7466.degrees latitude (g = 980.6199 gals.).
 AI7466
 AI7466.The modeled gravity was interpolated from observed gravity values.
 AI7466
 AI7466;                    North         East    Units  Estimated Accuracy
 AI7466;SPC MN N     -   207,790.      744,840.      MT  (+/- 180 meters Scaled)
 AI7466
 AI7466                          SUPERSEDED SURVEY CONTROL
 AI7466
 AI7466.No superseded survey control is available for this station.
 AI7466
 AI7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN373574(NAD 83)
 AI7466
 AI7466_MARKER: DV = VERTICAL CONTROL DISK
 AI7466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7466_STAMPING: 3107 J 1990
 AI7466_MARK LOGO: MNDT  
 AI7466_PROJECTION: PROJECTING 15 CENTIMETERS
 AI7466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7466+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7466_ROD/PIPE-DEPTH:  5.2 meters
 AI7466
 AI7466  HISTORY     - Date     Condition        Report By
 AI7466  HISTORY     - 1990     MONUMENTED       MNDT
 AI7466
 AI7466                          STATION DESCRIPTION
 AI7466
 AI7466'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7466'THE MARK IS LOCATED ABOUT 8-1/2 MILES NORTH-NORTHWEST OF THE CITY OF
 AI7466'DEER RIVER, 9.7 MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION
 AI7466'WITH TRUNK HIGHWAY 2 IN DEER RIVER, AT HIGHWAY 6 MILEPOINT 98.5, AND
 AI7466'IN THE NW 1/4 OF SECTION 15, T146N, R25W.  THE MARK, A STANDARD MNDT
 AI7466'VERTICAL CONTROL MONUMENT DISK STAMPED---3107 J 1990---, IS FORCED
 AI7466'ONTO THE TOP OF A 3/4 INCH DIAMETER BY 17 FOOT LONG ALUMINUM ALLOY ROD
 AI7466'AND PROJECTS 0.2 FOOT ABOVE THE GROUND.  THE MARK IS 98.5 FEET EAST OF
 AI7466'AND ABOUT 2 FEET LOWER THAN CENTERLINE OF HIGHWAY 6, AND 1.7 FEET
 AI7466'SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7467 ***********************************************************************
 AI7467  DESIGNATION -  3107 K
 AI7467  PID         -  AI7467
 AI7467  STATE/COUNTY-  MN/ITASCA
 AI7467  COUNTRY     -  US
 AI7467  USGS QUAD   -  DEER RIVER NE (1996)
 AI7467
 AI7467                         *CURRENT SURVEY CONTROL
 AI7467  ______________________________________________________________________
 AI7467* NAD 83(1986) POSITION- 47 29 11.2    (N) 093 49 45.4    (W)   HD_HELD2  
 AI7467* NAVD 88 ORTHO HEIGHT -   406.336  (meters)    1333.12  (feet) ADJUSTED  
 AI7467  ______________________________________________________________________
 AI7467  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 AI7467  DYNAMIC HEIGHT  -        406.389 (meters)     1333.29  (feet) COMP
 AI7467  MODELED GRAVITY -    980,731.1   (mgal)                       NAVD 88
 AI7467
 AI7467  VERT ORDER      -  SECOND    CLASS I
 AI7467
 AI7467.The horizontal coordinates were established by autonomous hand held GPS
 AI7467.observations and have an estimated accuracy of +/- 10 meters.
 AI7467.
 AI7467.The orthometric height was determined by differential leveling and
 AI7467.adjusted in January 2001.
 AI7467
 AI7467.Photographs are available for this station.
 AI7467
 AI7467.The dynamic height is computed by dividing the NAVD 88
 AI7467.geopotential number by the normal gravity value computed on the
 AI7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7467.degrees latitude (g = 980.6199 gals.).
 AI7467
 AI7467.The modeled gravity was interpolated from observed gravity values.
 AI7467
 AI7467;                    North         East    Units  Estimated Accuracy
 AI7467;SPC MN N     -   209,925.      745,045.      MT  (+/- 10 meters HH2 GPS)
 AI7467
 AI7467                          SUPERSEDED SURVEY CONTROL
 AI7467
 AI7467.No superseded survey control is available for this station.
 AI7467
 AI7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3752859556(NAD 83)
 AI7467
 AI7467_MARKER: DV = VERTICAL CONTROL DISK
 AI7467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7467_STAMPING: 3107 K 1990
 AI7467_MARK LOGO: MNDT  
 AI7467_PROJECTION: PROJECTING 23 CENTIMETERS
 AI7467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7467+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7467_ROD/PIPE-DEPTH: 10.7 meters
 AI7467
 AI7467  HISTORY     - Date     Condition        Report By
 AI7467  HISTORY     - 1990     MONUMENTED       MNDT
 AI7467
 AI7467                          STATION DESCRIPTION
 AI7467
 AI7467'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7467'THE MARK IS LOCATED ABOUT 8-1/2 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7467'TALMOON, 9.45 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7467'TRUNK HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 99.85, AND IN THE
 AI7467'SW 1/4 OF SECTION 3, T146N, R25W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7467'VERTICAL CONTROL MONUMENT DISK STAMPED---3107 K 1990---, IS FORCED
 AI7467'ONTO THE TOP OF A 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ALLOY ROD
 AI7467'AND PROJECTS 0.3 FOOT ABOVE THE GROUND.  THE MARK IS 106.0 FEET EAST
 AI7467'OF AND ABOUT 2 FEET LOWER THAN CENTERLINE OF HIGHWAY 6, 32.5 FEET
 AI7467'NORTH OF THE EXTENDED CENTER OF AN ENTRANCE, AND 0.8 FOOT SOUTH OF A
 AI7467'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7468 ***********************************************************************
 AI7468  DESIGNATION -  3107 L
 AI7468  PID         -  AI7468
 AI7468  STATE/COUNTY-  MN/ITASCA
 AI7468  COUNTRY     -  US
 AI7468  USGS QUAD   -  DEER RIVER NE (1996)
 AI7468
 AI7468                         *CURRENT SURVEY CONTROL
 AI7468  ______________________________________________________________________
 AI7468* NAD 83(1986) POSITION- 47 29 42.8    (N) 093 49 42.2    (W)   HD_HELD2  
 AI7468* NAVD 88 ORTHO HEIGHT -   404.458  (meters)    1326.96  (feet) ADJUSTED  
 AI7468  ______________________________________________________________________
 AI7468  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 AI7468  DYNAMIC HEIGHT  -        404.511 (meters)     1327.13  (feet) COMP
 AI7468  MODELED GRAVITY -    980,733.1   (mgal)                       NAVD 88
 AI7468
 AI7468  VERT ORDER      -  SECOND    CLASS I
 AI7468
 AI7468.The horizontal coordinates were established by autonomous hand held GPS
 AI7468.observations and have an estimated accuracy of +/- 10 meters.
 AI7468.
 AI7468.The orthometric height was determined by differential leveling and
 AI7468.adjusted in January 2001.
 AI7468
 AI7468.Photographs are available for this station.
 AI7468
 AI7468.The dynamic height is computed by dividing the NAVD 88
 AI7468.geopotential number by the normal gravity value computed on the
 AI7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7468.degrees latitude (g = 980.6199 gals.).
 AI7468
 AI7468.The modeled gravity was interpolated from observed gravity values.
 AI7468
 AI7468;                    North         East    Units  Estimated Accuracy
 AI7468;SPC MN N     -   210,901.      745,121.      MT  (+/- 10 meters HH2 GPS)
 AI7468
 AI7468                          SUPERSEDED SURVEY CONTROL
 AI7468
 AI7468.No superseded survey control is available for this station.
 AI7468
 AI7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3760560531(NAD 83)
 AI7468
 AI7468_MARKER: DV = VERTICAL CONTROL DISK
 AI7468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7468_STAMPING: 3107 L 1990
 AI7468_MARK LOGO: MNDT  
 AI7468_PROJECTION: PROJECTING 23 CENTIMETERS
 AI7468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7468+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7468_ROD/PIPE-DEPTH: 12.2 meters
 AI7468
 AI7468  HISTORY     - Date     Condition        Report By
 AI7468  HISTORY     - 1990     MONUMENTED       MNDT
 AI7468
 AI7468                          STATION DESCRIPTION
 AI7468
 AI7468'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7468'THE MARK IS LOCATED ABOUT 7-3/4 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7468'TALMOON, 8.85 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7468'TRUNK HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 100.45, AND IN
 AI7468'THE NW 1/4 OF SECTION 3, T146N, R25W.  THE MARK, A STANDARD MAGNETIC
 AI7468'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3107 L 1990---, IS
 AI7468'FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM
 AI7468'ALLOY ROD AND PROJECTS 0.3 FOOT ABOVE THE GROUND.  THE MARK IS 86.0
 AI7468'FEET EAST OF AND ABOUT 1 FOOT LOWER THAN CENTERLINE OF HIGHWAY 6, 28.0
 AI7468'FEET NORTH OF THE EXTENDED CENTER OF AN ENTRANCE, AND 1.0 FOOT WEST OF
 AI7468'A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7472 ***********************************************************************
 AI7472  DESIGNATION -  3107 M
 AI7472  PID         -  AI7472
 AI7472  STATE/COUNTY-  MN/ITASCA
 AI7472  COUNTRY     -  US
 AI7472  USGS QUAD   -  JESSIE LAKE (1996)
 AI7472
 AI7472                         *CURRENT SURVEY CONTROL
 AI7472  ______________________________________________________________________
 AI7472* NAD 83(2007) POSITION- 47 30 42.61041(N) 093 49 27.93822(W)   ADJUSTED  
 AI7472* NAD 83(2007) ELLIP HT-   377.910 (meters)        (06/13/11)   ADJUSTED
 AI7472* NAD 83(2007) EPOCH   -  2002.00
 AI7472* NAVD 88 ORTHO HEIGHT -   406.746  (meters)    1334.47  (feet) ADJUSTED  
 AI7472  ______________________________________________________________________
 AI7472  NAD 83(2007) X  -   -287,884.380 (meters)                     COMP
 AI7472  NAD 83(2007) Y  - -4,306,541.812 (meters)                     COMP
 AI7472  NAD 83(2007) Z  -  4,680,665.372 (meters)                     COMP
 AI7472  LAPLACE CORR    -         -4.79  (seconds)                    DEFLEC09
 AI7472  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 AI7472  DYNAMIC HEIGHT  -        406.800 (meters)     1334.64  (feet) COMP
 AI7472  MODELED GRAVITY -    980,733.7   (mgal)                       NAVD 88
 AI7472
 AI7472  HORZ ORDER      -  FIRST
 AI7472  VERT ORDER      -  SECOND    CLASS I
 AI7472  ELLP ORDER      -  FOURTH    CLASS I
 AI7472
 AI7472.The horizontal coordinates were established by GPS observations
 AI7472.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7472
 AI7472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7472.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7472
 AI7472.The horizontal coordinates are valid at the epoch date displayed above
 AI7472.which is a decimal equivalence of Year/Month/Day.
 AI7472
 AI7472.The orthometric height was determined by differential leveling and
 AI7472.adjusted in January 2001.
 AI7472
 AI7472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7472
 AI7472.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7472
 AI7472.The ellipsoidal height was determined by GPS observations
 AI7472.and is referenced to NAD 83.
 AI7472
 AI7472.The dynamic height is computed by dividing the NAVD 88
 AI7472.geopotential number by the normal gravity value computed on the
 AI7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7472.degrees latitude (g = 980.6199 gals.).
 AI7472
 AI7472.The modeled gravity was interpolated from observed gravity values.
 AI7472
 AI7472. The following values were computed from the NAD 83(2007) position.
 AI7472
 AI7472;                    North         East     Units Scale Factor Converg.
 AI7472;SPC MN N     -   212,744.671   745,436.569   MT  0.99991868   -0 32 13.1
 AI7472;SPC MN N     -   697,979.81  2,445,653.14   sFT  0.99991868   -0 32 13.1
 AI7472;UTM  15      - 5,262,374.513   437,923.695   MT  0.99964735   -0 36 28.7
 AI7472
 AI7472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7472!SPC MN N     -   0.99994077  x   0.99991868  =   0.99985945
 AI7472!UTM  15      -   0.99994077  x   0.99964735  =   0.99958814
 AI7472
 AI7472:                Primary Azimuth Mark                     Grid Az
 AI7472:SPC MN N     -  3107 N                                   032 21 01.4
 AI7472:UTM  15      -  3107 N                                   032 25 17.0
 AI7472
 AI7472|---------------------------------------------------------------------|
 AI7472| PID    Reference Object                     Distance      Geod. Az  |
 AI7472|                                                           dddmmss.s |
 AI7472| AI7473 3107 N                              APPROX. 1.0 KM 0314848.3 |
 AI7472| DM8192 ESUORG                              476.531 METERS 2000917.2 |
 AI7472|---------------------------------------------------------------------|
 AI7472
 AI7472                          SUPERSEDED SURVEY CONTROL
 AI7472
 AI7472  NAVD 88 (06/13/11)  406.75   (m)         1334.5    (f) LEVELING    3  
 AI7472
 AI7472.Superseded values are not recommended for survey control.
 AI7472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7472.See file dsdata.txt to determine how the superseded data were derived.
 AI7472
 AI7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3792362374(NAD 83)
 AI7472
 AI7472_MARKER: DV = VERTICAL CONTROL DISK
 AI7472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7472_STAMPING: 3107 M 1990
 AI7472_MARK LOGO: MNDT  
 AI7472_PROJECTION: FLUSH
 AI7472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7472+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2008
 AI7472_ROD/PIPE-DEPTH: 16.8 meters
 AI7472
 AI7472  HISTORY     - Date     Condition        Report By
 AI7472  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7472  HISTORY     - 20080901 GOOD             MNDT
 AI7472
 AI7472                          STATION DESCRIPTION
 AI7472
 AI7472'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7472'THE MARK IS LOCATED ABOUT 6-3/4 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7472'TALMOON, 7.65 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7472'TRUNK HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 101.65, AND IN
 AI7472'THE NE 1/4 OF SECTION 34, T147N, R25W.  THE MARK, A STANDARD MAGNETIC
 AI7472'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3107 M 1990---, IS
 AI7472'FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 55 FOOT LONG
 AI7472'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE GROUND. THE MARK IS
 AI7472'86.5 FEET WEST OF AND ABOUT 1 FOOT LOWER THAN CENTERLINE OF HIGHWAY 6,
 AI7472'10.0 FEET NORTH OF THE CENTER OF AN ENTRANCE, 100.0 FEET
 AI7472'SOUTH-SOUTHEAST OF A POWER POLE, 1.7 FEET NORTHEAST OF THE NORTH GATE
 AI7472'POST (AT ENTRANCE), 1.8 FEET EAST OF A NORTH - SOUTH FENCELINE, AND
 AI7472'1.0 FOOT WEST OF A STEEL WITNESS POST.
 AI7472
 AI7472                          STATION RECOVERY (2008)
 AI7472
 AI7472'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AI7472'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7472'THE MARK IS 6.6 MILES SOUTH-SOUTHWEST OF TALMOON, 7.65 MILES SOUTH
 AI7472'ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK
 AI7472'HIGHWAY 286, AT TRUNK HIGHWAY 6 MILEPOINT 101.65, 86.5 FEET WEST OF
 AI7472'TRUNK HIGHWAY 6, 100.0 FEET SOUTH-SOUTHEAST OF POWER POLE, 10 FEET
 AI7472'NORTH OF ENTRANCE, 1.7 FEET NORTHEAST OF GATE POST, 1.8 FEET EAST OF
 AI7472'FENCE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7473 ***********************************************************************
 AI7473  DESIGNATION -  3107 N
 AI7473  PID         -  AI7473
 AI7473  STATE/COUNTY-  MN/ITASCA
 AI7473  COUNTRY     -  US
 AI7473  USGS QUAD   -  JESSIE LAKE (1996)
 AI7473
 AI7473                         *CURRENT SURVEY CONTROL
 AI7473  ______________________________________________________________________
 AI7473* NAD 83(2007) POSITION- 47 31 10.74640(N) 093 49 02.17157(W)   ADJUSTED  
 AI7473* NAD 83(2007) ELLIP HT-   379.748 (meters)        (06/13/11)   ADJUSTED
 AI7473* NAD 83(2007) EPOCH   -  2002.00
 AI7473* NAVD 88 ORTHO HEIGHT -   408.592  (meters)    1340.52  (feet) ADJUSTED  
 AI7473  ______________________________________________________________________
 AI7473  NAD 83(2007) X  -   -287,303.822 (meters)                     COMP
 AI7473  NAD 83(2007) Y  - -4,305,939.552 (meters)                     COMP
 AI7473  NAD 83(2007) Z  -  4,681,253.634 (meters)                     COMP
 AI7473  LAPLACE CORR    -         -4.91  (seconds)                    DEFLEC09
 AI7473  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 AI7473  DYNAMIC HEIGHT  -        408.647 (meters)     1340.70  (feet) COMP
 AI7473  MODELED GRAVITY -    980,735.2   (mgal)                       NAVD 88
 AI7473
 AI7473  HORZ ORDER      -  FIRST
 AI7473  VERT ORDER      -  SECOND    CLASS I
 AI7473  ELLP ORDER      -  FOURTH    CLASS I
 AI7473
 AI7473.The horizontal coordinates were established by GPS observations
 AI7473.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7473
 AI7473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7473.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7473
 AI7473.The horizontal coordinates are valid at the epoch date displayed above
 AI7473.which is a decimal equivalence of Year/Month/Day.
 AI7473
 AI7473.The orthometric height was determined by differential leveling and
 AI7473.adjusted in January 2001.
 AI7473
 AI7473.Photographs are available for this station.
 AI7473
 AI7473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7473
 AI7473.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7473
 AI7473.The ellipsoidal height was determined by GPS observations
 AI7473.and is referenced to NAD 83.
 AI7473
 AI7473.The dynamic height is computed by dividing the NAVD 88
 AI7473.geopotential number by the normal gravity value computed on the
 AI7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7473.degrees latitude (g = 980.6199 gals.).
 AI7473
 AI7473.The modeled gravity was interpolated from observed gravity values.
 AI7473
 AI7473. The following values were computed from the NAD 83(2007) position.
 AI7473
 AI7473;                    North         East     Units Scale Factor Converg.
 AI7473;SPC MN N     -   213,608.475   745,983.707   MT  0.99991792   -0 31 54.0
 AI7473;SPC MN N     -   700,813.81  2,447,448.21   sFT  0.99991792   -0 31 54.0
 AI7473;UTM  15      - 5,263,237.404   438,471.755   MT  0.99964652   -0 36 09.9
 AI7473
 AI7473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7473!SPC MN N     -   0.99994048  x   0.99991792  =   0.99985841
 AI7473!UTM  15      -   0.99994048  x   0.99964652  =   0.99958702
 AI7473
 AI7473:                Primary Azimuth Mark                     Grid Az
 AI7473:SPC MN N     -  3107 M                                   212 21 01.3
 AI7473:UTM  15      -  3107 M                                   212 25 17.2
 AI7473
 AI7473|---------------------------------------------------------------------|
 AI7473| PID    Reference Object                     Distance      Geod. Az  |
 AI7473|                                                           dddmmss.s |
 AI7473| AI7472 3107 M                              APPROX. 1.0 KM 2114907.3 |
 AI7473|---------------------------------------------------------------------|
 AI7473
 AI7473                          SUPERSEDED SURVEY CONTROL
 AI7473
 AI7473  NAVD 88 (06/13/11)  408.59   (m)         1340.5    (f) LEVELING    3  
 AI7473
 AI7473.Superseded values are not recommended for survey control.
 AI7473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7473.See file dsdata.txt to determine how the superseded data were derived.
 AI7473
 AI7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3847163237(NAD 83)
 AI7473
 AI7473_MARKER: DV = VERTICAL CONTROL DISK
 AI7473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7473_STAMPING: 3107 N 1990
 AI7473_MARK LOGO: MNDT  
 AI7473_PROJECTION: RECESSED 8 CENTIMETERS
 AI7473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7473+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 AI7473_ROD/PIPE-DEPTH: 10.7 meters
 AI7473
 AI7473  HISTORY     - Date     Condition        Report By
 AI7473  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7473  HISTORY     - 20090901 GOOD             MNDT
 AI7473
 AI7473                          STATION DESCRIPTION
 AI7473
 AI7473'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7473'THE MARK IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7473'TALMOON, 7.0 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7473'TRUNK HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 102.3, AND IN THE
 AI7473'SE 1/4 OF SECTION 27, T147N, R25W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7473'VERTICAL CONTROL MONUMENT DISK STAMPED---3107 N 1990---, IS FORCED
 AI7473'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM
 AI7473'ALLOY ROD IS 0.1 FOOT BELOW GROUND LEVEL.  THE MARK IS 97.0 FEET WEST
 AI7473'OF AND ABOUT 3 FEET LOWER THAN CENTERLINE OF HIGHWAY 6, 44.8 FEET
 AI7473'NORTH OF A POWER POLE, 44.9 FEET WEST OF A CORNER FENCE POST, 1.6 FEET
 AI7473'NORTH OF A EAST - WEST FENCELINE, AND 1.3 FEET NORTH OF A STEEL
 AI7473'WITNESS POST.
 AI7473
 AI7473                          STATION RECOVERY (2009)
 AI7473
 AI7473'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 AI7473'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7473'THE MARK IS 5.5 MILES SOUTH-SOUTHWEST OF TALMOON, 7 MILES SOUTH ALONG
 AI7473'TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 AI7473'286, AT TRUNK HIGHWAY 6 MILEPOINT 102.3, 97.0 FEET WEST OF TRUNK
 AI7473'HIGHWAY 6, 44.8 FEET NORTH OF POWER POLE, 44.9 FEET WEST OF CORNER
 AI7473'FENCE POST, 1.6 FEET NORTH OF EAST-WEST FENCE, 1.3 FEET NORTH OF
 AI7473'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7474 ***********************************************************************
 AI7474  DESIGNATION -  3107 P
 AI7474  PID         -  AI7474
 AI7474  STATE/COUNTY-  MN/ITASCA
 AI7474  COUNTRY     -  US
 AI7474  USGS QUAD   -  JESSIE LAKE (1996)
 AI7474
 AI7474                         *CURRENT SURVEY CONTROL
 AI7474  ______________________________________________________________________
 AI7474* NAD 83(1986) POSITION- 47 31 38.     (N) 093 48 28.     (W)   SCALED    
 AI7474* NAVD 88 ORTHO HEIGHT -   406.230  (meters)    1332.77  (feet) ADJUSTED  
 AI7474  ______________________________________________________________________
 AI7474  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 AI7474  DYNAMIC HEIGHT  -        406.285 (meters)     1332.95  (feet) COMP
 AI7474  MODELED GRAVITY -    980,735.7   (mgal)                       NAVD 88
 AI7474
 AI7474  VERT ORDER      -  SECOND    CLASS I
 AI7474
 AI7474.The horizontal coordinates were scaled from a topographic map and have
 AI7474.an estimated accuracy of +/- 6 seconds.
 AI7474.
 AI7474.The orthometric height was determined by differential leveling and
 AI7474.adjusted in January 2001.
 AI7474
 AI7474.The dynamic height is computed by dividing the NAVD 88
 AI7474.geopotential number by the normal gravity value computed on the
 AI7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7474.degrees latitude (g = 980.6199 gals.).
 AI7474
 AI7474.The modeled gravity was interpolated from observed gravity values.
 AI7474
 AI7474;                    North         East    Units  Estimated Accuracy
 AI7474;SPC MN N     -   214,440.      746,710.      MT  (+/- 180 meters Scaled)
 AI7474
 AI7474                          SUPERSEDED SURVEY CONTROL
 AI7474
 AI7474.No superseded survey control is available for this station.
 AI7474
 AI7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN391640(NAD 83)
 AI7474
 AI7474_MARKER: DV = VERTICAL CONTROL DISK
 AI7474_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7474_STAMPING: 3107 P 1990
 AI7474_MARK LOGO: MNDT  
 AI7474_PROJECTION: PROJECTING 15 CENTIMETERS
 AI7474_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7474+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7474_ROD/PIPE-DEPTH: 12.2 meters
 AI7474
 AI7474  HISTORY     - Date     Condition        Report By
 AI7474  HISTORY     - 1990     MONUMENTED       MNDT
 AI7474
 AI7474                          STATION DESCRIPTION
 AI7474
 AI7474'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7474'THE MARK IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7474'TALMOON, 6.3 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7474'TRUNK HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 103.0, AND IN THE
 AI7474'NW 1/4 OF SECTION 26, T147N, R25W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7474'VERTICAL CONTROL MONUMENT DISK STAMPED---3107 P 1990---, IS FORCED
 AI7474'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM
 AI7474'ALLOY ROD AND PROJECTS 0.2 FOOT ABOVE THE GROUND.  THE MARK IS 97.5
 AI7474'FEET WEST OF AND ABOUT 2 FEET LOWER THAN CENTERLINE OF HIGHWAY 6, 3.0
 AI7474'FEET SOUTH OF A POWER POLE, AND 1.0 FEET NORTH OF A STEEL WITNESS
 AI7474'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7475 ***********************************************************************
 AI7475  DESIGNATION -  3107 Q
 AI7475  PID         -  AI7475
 AI7475  STATE/COUNTY-  MN/ITASCA
 AI7475  COUNTRY     -  US
 AI7475  USGS QUAD   -  JESSIE LAKE (1996)
 AI7475
 AI7475                         *CURRENT SURVEY CONTROL
 AI7475  ______________________________________________________________________
 AI7475* NAD 83(1986) POSITION- 47 32 13.96   (N) 093 47 43.74   (W)   HD_HELD1  
 AI7475* NAVD 88 ORTHO HEIGHT -   404.714  (meters)    1327.80  (feet) ADJUSTED  
 AI7475  ______________________________________________________________________
 AI7475  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 AI7475  DYNAMIC HEIGHT  -        404.769 (meters)     1327.98  (feet) COMP
 AI7475  MODELED GRAVITY -    980,735.8   (mgal)                       NAVD 88
 AI7475
 AI7475  VERT ORDER      -  SECOND    CLASS I
 AI7475
 AI7475.The horizontal coordinates were established by differentially corrected
 AI7475.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI7475.
 AI7475.The orthometric height was determined by differential leveling and
 AI7475.adjusted in January 2001.
 AI7475
 AI7475.Photographs are available for this station.
 AI7475
 AI7475.The dynamic height is computed by dividing the NAVD 88
 AI7475.geopotential number by the normal gravity value computed on the
 AI7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7475.degrees latitude (g = 980.6199 gals.).
 AI7475
 AI7475.The modeled gravity was interpolated from observed gravity values.
 AI7475
 AI7475;                    North         East    Units  Estimated Accuracy
 AI7475;SPC MN N     -   215,545.5     747,641.9     MT  (+/- 3 meters HH1 GPS) 
 AI7475
 AI7475                          SUPERSEDED SURVEY CONTROL
 AI7475
 AI7475.No superseded survey control is available for this station.
 AI7475
 AI7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4013165171(NAD 83)
 AI7475
 AI7475_MARKER: DB = BENCH MARK DISK
 AI7475_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI7475_SP_SET: BOX CULVERT HEADWALL
 AI7475_STAMPING: 3107 Q 1990
 AI7475_MARK LOGO: MNDT  
 AI7475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7475+STABILITY: SURFACE MOTION
 AI7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7475+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 AI7475
 AI7475  HISTORY     - Date     Condition        Report By
 AI7475  HISTORY     - 1990     MONUMENTED       MNDT
 AI7475  HISTORY     - 20031014 GOOD             MNDT
 AI7475
 AI7475                          STATION DESCRIPTION
 AI7475
 AI7475'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7475'THE MARK IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7475'TALMOON, 5.4 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7475'TRUNK HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 103.9, AND IN THE
 AI7475'NW 1/4 OF SECTION 24, T147N, R25W.  THE MARK, A STANDARD MNDT BENCH
 AI7475'MARK DISK STAMPED---3107 Q 1990---, IS SET IN THE TOP OF THE HEADWALL
 AI7475'AT THE SOUTHEAST CORNER OF A BOX CULVERT CARRYING HIGHWAY 6 OVER THE
 AI7475'BOWSTRING RIVER.  THE MARK IS 62.5 FEET EAST OF THE CENTERLINE OF
 AI7475'HIGHWAY 6, 0.8 FOOT NORTH OF THE SOUTH END OF THE BOX CULVERT, AND 1.6
 AI7475'FEET NORTH OF A STEEL WITNESS POST.
 AI7475
 AI7475                          STATION RECOVERY (2003)
 AI7475
 AI7475'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AI7475'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7479 ***********************************************************************
 AI7479  DESIGNATION -  3107 R
 AI7479  PID         -  AI7479
 AI7479  STATE/COUNTY-  MN/ITASCA
 AI7479  COUNTRY     -  US
 AI7479  USGS QUAD   -  JESSIE LAKE (1996)
 AI7479
 AI7479                         *CURRENT SURVEY CONTROL
 AI7479  ______________________________________________________________________
 AI7479* NAD 83(1986) POSITION- 47 33 21.95   (N) 093 47 50.86   (W)   HD_HELD1  
 AI7479* NAVD 88 ORTHO HEIGHT -   405.990  (meters)    1331.99  (feet) ADJUSTED  
 AI7479  ______________________________________________________________________
 AI7479  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 AI7479  DYNAMIC HEIGHT  -        406.046 (meters)     1332.17  (feet) COMP
 AI7479  MODELED GRAVITY -    980,739.0   (mgal)                       NAVD 88
 AI7479
 AI7479  VERT ORDER      -  SECOND    CLASS I
 AI7479
 AI7479.The horizontal coordinates were established by differentially corrected
 AI7479.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI7479.
 AI7479.The orthometric height was determined by differential leveling and
 AI7479.adjusted in January 2001.
 AI7479
 AI7479.Photographs are available for this station.
 AI7479
 AI7479.The dynamic height is computed by dividing the NAVD 88
 AI7479.geopotential number by the normal gravity value computed on the
 AI7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7479.degrees latitude (g = 980.6199 gals.).
 AI7479
 AI7479.The modeled gravity was interpolated from observed gravity values.
 AI7479
 AI7479;                    North         East    Units  Estimated Accuracy
 AI7479;SPC MN N     -   217,646.4     747,512.0     MT  (+/- 3 meters HH1 GPS) 
 AI7479
 AI7479                          SUPERSEDED SURVEY CONTROL
 AI7479
 AI7479.No superseded survey control is available for this station.
 AI7479
 AI7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4000467272(NAD 83)
 AI7479
 AI7479_MARKER: DV = VERTICAL CONTROL DISK
 AI7479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7479_STAMPING: 3107 R 1990
 AI7479_MARK LOGO: MNDT  
 AI7479_PROJECTION: FLUSH
 AI7479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7479+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7479_ROD/PIPE-DEPTH: 15.2 meters
 AI7479
 AI7479  HISTORY     - Date     Condition        Report By
 AI7479  HISTORY     - 1990     MONUMENTED       MNDT
 AI7479
 AI7479                          STATION DESCRIPTION
 AI7479
 AI7479'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7479'THE MARK IS LOCATED ABOUT 3-1/4 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AI7479'TALMOON, 4.1 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH
 AI7479'TRUNK HIGHWAY 286 IN TALMOON TO HIGHWAY 6 MILEPOINT 105.15, THENCE
 AI7479'ABOUT 500 FEET WEST ALONG COUNTY ROAD 35, AND IS IN THE NE 1/4 OF
 AI7479'SECTION 14, T147N, R25W. THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AI7479'CONTROL MONUMENT DISK STAMPED---3107 R 1990---, IS FORCED ONTO THE TOP
 AI7479'OF A DRIVEN 3/4 INCH DIAMETER BY 50 FOOT LONG ALUMINUM ALLOY ROD AND
 AI7479'IS FLUSH WITH THE GROUND.  THE MARK IS 36.5 FEET NORTH OF AND ABOUT 4
 AI7479'FEET LOWER THAN CENTERLINE OF COUNTY ROAD 35, 17.5 FEET WEST OF THE
 AI7479'CENTER OF AN ENTRANCE, 2.3 FEET EAST-SOUTHEAST OF A POWER POLE, AND
 AI7479'1.1 FEET SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7480 ***********************************************************************
 AI7480  DESIGNATION -  3107 S
 AI7480  PID         -  AI7480
 AI7480  STATE/COUNTY-  MN/ITASCA
 AI7480  COUNTRY     -  US
 AI7480  USGS QUAD   -  JESSIE LAKE (1996)
 AI7480
 AI7480                         *CURRENT SURVEY CONTROL
 AI7480  ______________________________________________________________________
 AI7480* NAD 83(1986) POSITION- 47 33 27.     (N) 093 46 41.     (W)   SCALED    
 AI7480* NAVD 88 ORTHO HEIGHT -   413.351  (meters)    1356.14  (feet) ADJUSTED  
 AI7480  ______________________________________________________________________
 AI7480  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 AI7480  DYNAMIC HEIGHT  -        413.407 (meters)     1356.32  (feet) COMP
 AI7480  MODELED GRAVITY -    980,737.2   (mgal)                       NAVD 88
 AI7480
 AI7480  VERT ORDER      -  SECOND    CLASS I
 AI7480
 AI7480.The horizontal coordinates were scaled from a topographic map and have
 AI7480.an estimated accuracy of +/- 6 seconds.
 AI7480.
 AI7480.The orthometric height was determined by differential leveling and
 AI7480.adjusted in January 2001.
 AI7480
 AI7480.The dynamic height is computed by dividing the NAVD 88
 AI7480.geopotential number by the normal gravity value computed on the
 AI7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7480.degrees latitude (g = 980.6199 gals.).
 AI7480
 AI7480.The modeled gravity was interpolated from observed gravity values.
 AI7480
 AI7480;                    North         East    Units  Estimated Accuracy
 AI7480;SPC MN N     -   217,790.      748,970.      MT  (+/- 180 meters Scaled)
 AI7480
 AI7480                          SUPERSEDED SURVEY CONTROL
 AI7480
 AI7480.No superseded survey control is available for this station.
 AI7480
 AI7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN414674(NAD 83)
 AI7480
 AI7480_MARKER: DV = VERTICAL CONTROL DISK
 AI7480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7480_STAMPING: 3107 S 1990
 AI7480_MARK LOGO: MNDT  
 AI7480_PROJECTION: FLUSH
 AI7480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7480+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7480_ROD/PIPE-DEPTH: 18.3 meters
 AI7480
 AI7480  HISTORY     - Date     Condition        Report By
 AI7480  HISTORY     - 1990     MONUMENTED       MNDT
 AI7480
 AI7480                          STATION DESCRIPTION
 AI7480
 AI7480'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7480'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE CITY OF TALMOON, 3.2
 AI7480'MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AI7480'286 IN TALMOON TO HIGHWAY 6 MILEPOINT 106.05, AND IS IN THE NE 1/4 OF
 AI7480'SECTION 13, T147N, R25W.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AI7480'CONTROL MONUMENT DISK STAMPED---3107 S 1990---, IS FORCED ONTO THE TOP
 AI7480'OF A DRIVEN 3/4 INCH DIAMETER BY 60 FOOT LONG ALUMINUM ALLOY ROD AND
 AI7480'IS FLUSH WITH THE GROUND.  THE MARK IS 102.5 FEET SOUTH OF AND ABOUT
 AI7480'LEVEL THE CENTERLINE OF HIGHWAY 6, 15.0 FEET SOUTHWEST OF THE CENTER
 AI7480'OF A LOGGING ROAD (BEND IN ROAD), AND 0.9 FEET NORTH OF A STEEL
 AI7480'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7481 ***********************************************************************
 AI7481  DESIGNATION -  3107 T
 AI7481  PID         -  AI7481
 AI7481  STATE/COUNTY-  MN/ITASCA
 AI7481  COUNTRY     -  US
 AI7481  USGS QUAD   -  JESSIE LAKE (1996)
 AI7481
 AI7481                         *CURRENT SURVEY CONTROL
 AI7481  ______________________________________________________________________
 AI7481* NAD 83(1986) POSITION- 47 33 58.     (N) 093 46 30.     (W)   SCALED    
 AI7481* NAVD 88 ORTHO HEIGHT -   412.362  (meters)    1352.89  (feet) ADJUSTED  
 AI7481  ______________________________________________________________________
 AI7481  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 AI7481  DYNAMIC HEIGHT  -        412.419 (meters)     1353.08  (feet) COMP
 AI7481  MODELED GRAVITY -    980,738.3   (mgal)                       NAVD 88
 AI7481
 AI7481  VERT ORDER      -  SECOND    CLASS I
 AI7481
 AI7481.The horizontal coordinates were scaled from a topographic map and have
 AI7481.an estimated accuracy of +/- 6 seconds.
 AI7481.
 AI7481.The orthometric height was determined by differential leveling and
 AI7481.adjusted in January 2001.
 AI7481
 AI7481.Photographs are available for this station.
 AI7481
 AI7481.The dynamic height is computed by dividing the NAVD 88
 AI7481.geopotential number by the normal gravity value computed on the
 AI7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7481.degrees latitude (g = 980.6199 gals.).
 AI7481
 AI7481.The modeled gravity was interpolated from observed gravity values.
 AI7481
 AI7481;                    North         East    Units  Estimated Accuracy
 AI7481;SPC MN N     -   218,750.      749,210.      MT  (+/- 180 meters Scaled)
 AI7481
 AI7481                          SUPERSEDED SURVEY CONTROL
 AI7481
 AI7481.No superseded survey control is available for this station.
 AI7481
 AI7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN417683(NAD 83)
 AI7481
 AI7481_MARKER: DV = VERTICAL CONTROL DISK
 AI7481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7481_STAMPING: 3107 T 1990
 AI7481_MARK LOGO: MNDT  
 AI7481_PROJECTION: RECESSED 8 CENTIMETERS
 AI7481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7481+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7481_ROD/PIPE-DEPTH: 16.8 meters
 AI7481
 AI7481  HISTORY     - Date     Condition        Report By
 AI7481  HISTORY     - 1990     MONUMENTED       MNDT
 AI7481
 AI7481                          STATION DESCRIPTION
 AI7481
 AI7481'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7481'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE CITY OF TALMOON,
 AI7481'2.45 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7481'HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 106.8, AT THE JUNCTION
 AI7481'OF A T-ROAD (FOREST ROAD) EAST AND LOGGING ROAD WEST, AND IS IN THE NE
 AI7481'1/4 OF SECTION 12, T147N, R25W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7481'VERTICAL CONTROL MONUMENT DISK STAMPED---3107 T 1990---, IS FORCED
 AI7481'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 55 FOOT LONG ALUMINUM
 AI7481'ALLOY ROD AND IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 152.5 FEET
 AI7481'WEST OF AND ABOUT LEVEL THE CENTERLINE OF HIGHWAY 6, 12.0 FEET NORTH
 AI7481'OF THE CENTER OF A LOGGING ROAD, 58.7 FEET NORTHWEST OF A POWER POLE
 AI7481'(CORNER POLE), 1.9 FEET SOUTH OF A FOREST SERVICE POST (NUMBER 3237),
 AI7481'AND 0.9 FEET EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7482 ***********************************************************************
 AI7482  DESIGNATION -  3107 U
 AI7482  PID         -  AI7482
 AI7482  STATE/COUNTY-  MN/ITASCA
 AI7482  COUNTRY     -  US
 AI7482  USGS QUAD   -  JESSIE LAKE (1996)
 AI7482
 AI7482                         *CURRENT SURVEY CONTROL
 AI7482  ______________________________________________________________________
 AI7482* NAD 83(1986) POSITION- 47 34 44.6    (N) 093 46 27.9    (W)   HD_HELD2  
 AI7482* NAVD 88 ORTHO HEIGHT -   417.214  (meters)    1368.81  (feet) ADJUSTED  
 AI7482  ______________________________________________________________________
 AI7482  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 AI7482  DYNAMIC HEIGHT  -        417.272 (meters)     1369.00  (feet) COMP
 AI7482  MODELED GRAVITY -    980,739.8   (mgal)                       NAVD 88
 AI7482
 AI7482  VERT ORDER      -  SECOND    CLASS I
 AI7482
 AI7482.The horizontal coordinates were established by autonomous hand held GPS
 AI7482.observations and have an estimated accuracy of +/- 10 meters.
 AI7482.
 AI7482.The orthometric height was determined by differential leveling and
 AI7482.adjusted in January 2001.
 AI7482
 AI7482.Photographs are available for this station.
 AI7482
 AI7482.The dynamic height is computed by dividing the NAVD 88
 AI7482.geopotential number by the normal gravity value computed on the
 AI7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7482.degrees latitude (g = 980.6199 gals.).
 AI7482
 AI7482.The modeled gravity was interpolated from observed gravity values.
 AI7482
 AI7482;                    North         East    Units  Estimated Accuracy
 AI7482;SPC MN N     -   220,183.      749,268.      MT  (+/- 10 meters HH2 GPS)
 AI7482
 AI7482                          SUPERSEDED SURVEY CONTROL
 AI7482
 AI7482.No superseded survey control is available for this station.
 AI7482
 AI7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4176369806(NAD 83)
 AI7482
 AI7482_MARKER: DV = VERTICAL CONTROL DISK
 AI7482_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7482_STAMPING: 3107 U 1990
 AI7482_MARK LOGO: MNDT  
 AI7482_PROJECTION: PROJECTING 8 CENTIMETERS
 AI7482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7482+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 AI7482_ROD/PIPE-DEPTH: 18.3 meters
 AI7482
 AI7482  HISTORY     - Date     Condition        Report By
 AI7482  HISTORY     - 1990     MONUMENTED       MNDT
 AI7482  HISTORY     - 20020205 GOOD             MNDT
 AI7482
 AI7482                          STATION DESCRIPTION
 AI7482
 AI7482'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7482'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE CITY OF TALMOON,
 AI7482'1.55 MILES SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK
 AI7482'HIGHWAY 286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 107.7, AT A LOGGING
 AI7482'ROAD WEST, AND IS IN THE NE 1/4 OF SECTION 1, T147N, R25W.  THE MARK,
 AI7482'A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3107
 AI7482'U 1990---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 60
 AI7482'FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE GROUND.
 AI7482'THE MARK IS 139.5 FEET WEST OF AND ABOUT 3 FEET HIGHER THAN THE
 AI7482'CENTERLINE OF HIGHWAY 6, 16.5 FEET NORTH OF THE CENTER OF A LOGGING
 AI7482'ROAD, 7.0 FEET EAST OF A 8-INCH DIAMETER BIRCH TREE, AND 1.3 FEET
 AI7482'SOUTH OF A STEEL WITNESS POST.
 AI7482
 AI7482                          STATION RECOVERY (2002)
 AI7482
 AI7482'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 AI7482'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF SPRING
 AI7482'LAKE, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF MARCELL, 2.5 MI (4.0 KM)
 AI7482'SOUTHEAST OF JESSIE LAKE, 1.5 MI (2.4 KM) SOUTH FROM TALMOON, 1.55 MI
 AI7482'(2.5 KM) SOUTH ALONG TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK
 AI7482'HIGHWAY 6 AND TRUNK HIGHWAY 286 AT TALMOON, AT TRUNK HIGHWAY 6 MILE
 AI7482'POINT 107.7, 139.5 FT (42.5 M) WEST OF TRUNK HIGHWAY 6, 16.5 FT (5.0
 AI7482'M) NORTH OF LOGGING ROAD, 11.6 FT (3.5 M) EAST OF 12 INCH (30 CM)
 AI7482'BIRCH TREE, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7483 ***********************************************************************
 AI7483  DESIGNATION -  3107 V
 AI7483  PID         -  AI7483
 AI7483  STATE/COUNTY-  MN/ITASCA
 AI7483  COUNTRY     -  US
 AI7483  USGS QUAD   -  JESSIE LAKE (1996)
 AI7483
 AI7483                         *CURRENT SURVEY CONTROL
 AI7483  ______________________________________________________________________
 AI7483* NAD 83(1986) POSITION- 47 35 32.7    (N) 093 46 24.7    (W)   HD_HELD2  
 AI7483* NAVD 88 ORTHO HEIGHT -   422.037  (meters)    1384.63  (feet) ADJUSTED  
 AI7483  ______________________________________________________________________
 AI7483  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 AI7483  DYNAMIC HEIGHT  -        422.096 (meters)     1384.83  (feet) COMP
 AI7483  MODELED GRAVITY -    980,741.0   (mgal)                       NAVD 88
 AI7483
 AI7483  VERT ORDER      -  SECOND    CLASS I
 AI7483
 AI7483.The horizontal coordinates were established by autonomous hand held GPS
 AI7483.observations and have an estimated accuracy of +/- 10 meters.
 AI7483.
 AI7483.The orthometric height was determined by differential leveling and
 AI7483.adjusted in January 2001.
 AI7483
 AI7483.Photographs are available for this station.
 AI7483
 AI7483.The dynamic height is computed by dividing the NAVD 88
 AI7483.geopotential number by the normal gravity value computed on the
 AI7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7483.degrees latitude (g = 980.6199 gals.).
 AI7483
 AI7483.The modeled gravity was interpolated from observed gravity values.
 AI7483
 AI7483;                    North         East    Units  Estimated Accuracy
 AI7483;SPC MN N     -   221,668.      749,348.      MT  (+/- 10 meters HH2 GPS)
 AI7483
 AI7483                          SUPERSEDED SURVEY CONTROL
 AI7483
 AI7483.No superseded survey control is available for this station.
 AI7483
 AI7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4184571290(NAD 83)
 AI7483
 AI7483_MARKER: DV = VERTICAL CONTROL DISK
 AI7483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7483_STAMPING: 3107 V 1990
 AI7483_MARK LOGO: MNDT  
 AI7483_PROJECTION: FLUSH
 AI7483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7483+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 AI7483_ROD/PIPE-DEPTH: 18.3 meters
 AI7483
 AI7483  HISTORY     - Date     Condition        Report By
 AI7483  HISTORY     - 1990     MONUMENTED       MNDT
 AI7483  HISTORY     - 20020205 GOOD             MNDT
 AI7483
 AI7483                          STATION DESCRIPTION
 AI7483
 AI7483'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7483'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CITY OF TALMOON, 0.65
 AI7483'MILE SOUTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AI7483'286 IN TALMOON, AT HIGHWAY 6 MILEPOINT 108.6, AND IS IN THE SE 1/4 OF
 AI7483'SECTION 16, T59N, R27W.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AI7483'CONTROL MONUMENT DISK STAMPED---3107 V 1990---, IS FORCED ONTO THE TOP
 AI7483'OF A DRIVEN 3/4 INCH DIAMETER BY 60 FOOT LONG ALUMINUM ALLOY ROD AND
 AI7483'IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 49.5 FEET EAST OF AND ABOUT
 AI7483'LEVEL WITH THE CENTERLINE OF HIGHWAY 6, 11.0 FEET NORTH OF THE CENTER
 AI7483'OF THE NORTH ENTRANCE TO A CEMETERY, 94.3 FEET SOUTHWEST OF A POWER
 AI7483'POLE, 36.6 FEET NORTHEAST OF A TELEPHONE POLE, 13.3 FEET
 AI7483'NORTH-NORTHWEST OF A 14-1NCH DIAMETER NORWAY PINE, 1.0 FOOT WEST OF A
 AI7483'NORTH - SOUTH FENCELINE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 AI7483
 AI7483                          STATION RECOVERY (2002)
 AI7483
 AI7483'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 AI7483'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF SPRING LAKE,
 AI7483'3.9 MI (6.3 KM) WEST OF MARCELL, 2.1 MI (3.4 KM) EAST-SOUTHEAST OF
 AI7483'JESSIE LAKE AND 0.5 MI (0.8 KM) SOUTH FROM TALMOON, GO 0.65 MI (1.0
 AI7483'KM) SOUTH TRUNK HIGHWAY 6 FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND
 AI7483'TRUNK HIGHWAY 286 AT TALMOON, AT TRUNK HIGHWAY 6 MILE POINT 108.6,
 AI7483'49.5 FT (15.1 M) EAST OF TRUNK HIGHWAY 6, 13.3 FT (4.1 M)
 AI7483'NORTH-NORTHWEST OF 18 INCH (46 CM) NORWAY PINE TREE, 11.0 FT (3.4 M)
 AI7483'SOUTH OF NORTH ENTRANCE TO CEMETERY, 2.0 FT (0.6 M) SOUTH-SOUTHWEST OF
 AI7483'END FENCE POST, 1.0 FT (0.3 M) WEST OF A NORTH-SOUTH FENCE, 1.0 FT
 AI7483'(0.3 M) NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7454 ***********************************************************************
 AI7454  DESIGNATION -  3107 X
 AI7454  PID         -  AI7454
 AI7454  STATE/COUNTY-  MN/ITASCA
 AI7454  COUNTRY     -  US
 AI7454  USGS QUAD   -  DEER RIVER NE (1996)
 AI7454
 AI7454                         *CURRENT SURVEY CONTROL
 AI7454  ______________________________________________________________________
 AI7454* NAD 83(1986) POSITION- 47 23 38.     (N) 093 46 20.     (W)   SCALED    
 AI7454* NAVD 88 ORTHO HEIGHT -   402.184  (meters)    1319.50  (feet) ADJUSTED  
 AI7454  ______________________________________________________________________
 AI7454  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 AI7454  DYNAMIC HEIGHT  -        402.225 (meters)     1319.63  (feet) COMP
 AI7454  MODELED GRAVITY -    980,702.1   (mgal)                       NAVD 88
 AI7454
 AI7454  VERT ORDER      -  SECOND    CLASS I
 AI7454
 AI7454.The horizontal coordinates were scaled from a topographic map and have
 AI7454.an estimated accuracy of +/- 6 seconds.
 AI7454.
 AI7454.The orthometric height was determined by differential leveling and
 AI7454.adjusted in January 2001.
 AI7454
 AI7454.The dynamic height is computed by dividing the NAVD 88
 AI7454.geopotential number by the normal gravity value computed on the
 AI7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7454.degrees latitude (g = 980.6199 gals.).
 AI7454
 AI7454.The modeled gravity was interpolated from observed gravity values.
 AI7454
 AI7454;                    North         East    Units  Estimated Accuracy
 AI7454;SPC MN N     -   199,600.      749,250.      MT  (+/- 180 meters Scaled)
 AI7454
 AI7454                          SUPERSEDED SURVEY CONTROL
 AI7454
 AI7454.No superseded survey control is available for this station.
 AI7454
 AI7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN417492(NAD 83)
 AI7454
 AI7454_MARKER: DV = VERTICAL CONTROL DISK
 AI7454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7454_STAMPING: 3107 X 1990
 AI7454_MARK LOGO: MNDT  
 AI7454_PROJECTION: FLUSH
 AI7454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7454+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7454_ROD/PIPE-DEPTH:  6.1 meters
 AI7454
 AI7454  HISTORY     - Date     Condition        Report By
 AI7454  HISTORY     - 1990     MONUMENTED       MNDT
 AI7454
 AI7454                          STATION DESCRIPTION
 AI7454
 AI7454'DESCRIBED BY MN DEPT OF TRANSP 1990 (OCO)
 AI7454'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF THE CITY OF DEER RIVER, 4.2
 AI7454'MILES NORTH ALONG TRUNK HIGHWAY 6 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AI7454'2 IN DEER RIVER (HIGHWAY 6 MILEPOINT 93.1), THENCE 1.0 MILE EAST ALONG
 AI7454'COUNTY ROAD 19, IN THE NORTHWEST QUADRANT AT THE JUNCTION OF COUNTY
 AI7454'ROAD 19 AND A TOWNSHIP ROAD NORTH (BAUMGARNER ROAD), AND IN THE NE 1/4
 AI7454'OF SECTION 12, T145N, R25W.  THE MARK, A STANDARD MNDT VERTICAL
 AI7454'CONTROL MONUMENT DISK STAMPED---3107 X 1990---, IS FORCED ONTO THE TOP
 AI7454'OF A 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH
 AI7454'WITH THE GROUND.  THE MARK IS 115.0 FEET NORTH OF AND 4 FEET LOWER
 AI7454'THAN THE CENTERLINE OF COUNTY ROAD 19, 22.0 FEET WEST OF THE CENTER OF
 AI7454'BAUMGARNER DRIVE, 3.0 FEET SOUTH-SOUTHEAST OF A POWER POLE (NUMBERED
 AI7454'201-1), AND 1.3 FEET EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5588 ***********************************************************************
 AJ5588  DESIGNATION -  3107 Y
 AJ5588  PID         -  AJ5588
 AJ5588  STATE/COUNTY-  MN/ITASCA
 AJ5588  COUNTRY     -  US
 AJ5588  USGS QUAD   -  WILDWOOD SE (1996)
 AJ5588
 AJ5588                         *CURRENT SURVEY CONTROL
 AJ5588  ______________________________________________________________________
 AJ5588* NAD 83(2007) POSITION- 47 45 42.41208(N) 093 46 31.08338(W)   ADJUSTED  
 AJ5588* NAD 83(2007) ELLIP HT-   374.619 (meters)        (02/10/07)   ADJUSTED
 AJ5588* NAD 83(2007) EPOCH   -  2002.00
 AJ5588* NAVD 88 ORTHO HEIGHT -   403.591  (meters)    1324.11  (feet) ADJUSTED  
 AJ5588  ______________________________________________________________________
 AJ5588  NAD 83(2007) X  -   -282,839.548 (meters)                     COMP
 AJ5588  NAD 83(2007) Y  - -4,286,294.740 (meters)                     COMP
 AJ5588  NAD 83(2007) Z  -  4,699,389.497 (meters)                     COMP
 AJ5588  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC09
 AJ5588  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 AJ5588  DYNAMIC HEIGHT  -        403.650 (meters)     1324.31  (feet) COMP
 AJ5588  MODELED GRAVITY -    980,745.0   (mgal)                       NAVD 88
 AJ5588
 AJ5588  VERT ORDER      -  SECOND    CLASS I
 AJ5588
 AJ5588  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ5588  Type                                         Horiz  Ellip  Dist(km)
 AJ5588  -------------------------------------------------------------------
 AJ5588  NETWORK                                       0.53   0.57
 AJ5588  -------------------------------------------------------------------
 AJ5588  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.40   0.32      3.02
 AJ5588  -------------------------------------------------------------------
 AJ5588  NOTE: Click here for information on individual local accuracy
 AJ5588  values and other accuracy information.
 AJ5588
 AJ5588
 AJ5588.The horizontal coordinates were established by GPS observations
 AJ5588.and adjusted by the National Geodetic Survey in February 2007.
 AJ5588
 AJ5588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5588.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5588
 AJ5588.The horizontal coordinates are valid at the epoch date displayed above
 AJ5588.which is a decimal equivalence of Year/Month/Day.
 AJ5588
 AJ5588.The orthometric height was determined by differential leveling and
 AJ5588.adjusted in December 2002.
 AJ5588
 AJ5588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5588
 AJ5588.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5588
 AJ5588.The ellipsoidal height was determined by GPS observations
 AJ5588.and is referenced to NAD 83.
 AJ5588
 AJ5588.The dynamic height is computed by dividing the NAVD 88
 AJ5588.geopotential number by the normal gravity value computed on the
 AJ5588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5588.degrees latitude (g = 980.6199 gals.).
 AJ5588
 AJ5588.The modeled gravity was interpolated from observed gravity values.
 AJ5588
 AJ5588. The following values were computed from the NAD 83(2007) position.
 AJ5588
 AJ5588;                    North         East     Units Scale Factor Converg.
 AJ5588;SPC MN N     -   240,497.284   749,379.389   MT  0.99990364   -0 30 02.0
 AJ5588;SPC MN N     -   789,031.51  2,458,588.88   sFT  0.99990364   -0 30 02.0
 AJ5588;UTM  15      - 5,290,114.773   441,900.459   MT  0.99964148   -0 34 26.5
 AJ5588
 AJ5588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5588!SPC MN N     -   0.99994129  x   0.99990364  =   0.99984493
 AJ5588!UTM  15      -   0.99994129  x   0.99964148  =   0.99958279
 AJ5588
 AJ5588                          SUPERSEDED SURVEY CONTROL
 AJ5588
 AJ5588  NAD 83(1996)-  47 45 42.41201(N)    093 46 31.08297(W) AD(       ) 1
 AJ5588  ELLIP H (10/09/01)  374.620  (m)                       GP(       ) 3 1
 AJ5588  NAVD 88 (10/09/01)  403.58   (m)         1324.1    (f) LEVELING    3  
 AJ5588
 AJ5588.Superseded values are not recommended for survey control.
 AJ5588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5588.See file dsdata.txt to determine how the superseded data were derived.
 AJ5588
 AJ5588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4190090114(NAD 83)
 AJ5588
 AJ5588_MARKER: DD = SURVEY DISK
 AJ5588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5588_STAMPING: 3107 Y 1998
 AJ5588_MARK LOGO: MNDT  
 AJ5588_PROJECTION: FLUSH
 AJ5588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5588+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 AJ5588_ROD/PIPE-DEPTH:  4.6 meters
 AJ5588
 AJ5588  HISTORY     - Date     Condition        Report By
 AJ5588  HISTORY     - 1998     MONUMENTED       MNDT
 AJ5588  HISTORY     - 19980328 GOOD             MNDT
 AJ5588  HISTORY     - 20020205 GOOD             MNDT
 AJ5588
 AJ5588                          STATION DESCRIPTION
 AJ5588
 AJ5588'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ5588'6 MI (9.7 KM) WEST OF BIG FORK, 5.55 MI (8.93 KM) SOUTH ALONG TH 6
 AJ5588'FROM SOUTH JCT TH 1, AT TH 6 MP 120.65, 107 FT (32.6 M) NORTH OF CO RD
 AJ5588'14, 117 FT (35.7 M) EAST OF TH 6, 37 FT (11.3 M) NW OF CABLE MARKER,
 AJ5588'84 FT (25.6 M) NW OF P-POLE, 3.0 FT (0.9 M) EAST OF WIT POST.
 AJ5588
 AJ5588                          STATION RECOVERY (1998)
 AJ5588
 AJ5588'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 AJ5588'THE MARK IS LOCATED 6 MI (9.7 KM) WEST OF BIG FORK, 5.55 MI (8.93 KM)
 AJ5588'SOUTH ALONG TH 6 FROM JCT OF TH 6 AND TH 1 (6 MI WEST OF EFFIE) AT TH
 AJ5588'6 MP 120.65, 107 FT (32.6 M) NORTH OF CO RD 14, 117 FT (35.7 M) EAST
 AJ5588'OF TH 6, 37 FT (11.3 M) NW OF CABLE MARKER, 84 FT (25.6 M) NW OF
 AJ5588'P-POLE, AND 3.0 FT (0.9 M) EAST OF WIT POST.
 AJ5588
 AJ5588                          STATION RECOVERY (2002)
 AJ5588
 AJ5588'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 AJ5588'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8108 ***********************************************************************
 DM8108  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8108  DESIGNATION -  3107 Y RESET
 DM8108  PID         -  DM8108
 DM8108  STATE/COUNTY-  MN/ITASCA
 DM8108  COUNTRY     -  US
 DM8108  USGS QUAD   -  WILDWOOD SE (1996)
 DM8108
 DM8108                         *CURRENT SURVEY CONTROL
 DM8108  ______________________________________________________________________
 DM8108* NAD 83(2007) POSITION- 47 45 42.41186(N) 093 46 31.08380(W)   ADJUSTED  
 DM8108* NAD 83(2007) ELLIP HT-   374.637 (meters)        (06/13/11)   ADJUSTED
 DM8108* NAD 83(2007) EPOCH   -  2002.00
 DM8108* NAVD 88 ORTHO HEIGHT -   403.61   (meters)    1324.2   (feet) GPS OBS   
 DM8108  ______________________________________________________________________
 DM8108  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 DM8108  NAD 83(2007) X  -   -282,839.558 (meters)                     COMP
 DM8108  NAD 83(2007) Y  - -4,286,294.757 (meters)                     COMP
 DM8108  NAD 83(2007) Z  -  4,699,389.506 (meters)                     COMP
 DM8108  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC09
 DM8108  HORZ ORDER      -  FIRST
 DM8108  ELLP ORDER      -  FOURTH    CLASS I
 DM8108
 DM8108.The horizontal coordinates were established by GPS observations
 DM8108.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8108
 DM8108.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8108.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8108
 DM8108.The horizontal coordinates are valid at the epoch date displayed above
 DM8108.which is a decimal equivalence of Year/Month/Day.
 DM8108
 DM8108.The orthometric height was determined by GPS observations and a
 DM8108.high-resolution geoid model using precise GPS observation and
 DM8108.processing techniques.
 DM8108
 DM8108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8108
 DM8108.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8108
 DM8108.The ellipsoidal height was determined by GPS observations
 DM8108.and is referenced to NAD 83.
 DM8108
 DM8108. The following values were computed from the NAD 83(2007) position.
 DM8108
 DM8108;                    North         East     Units Scale Factor Converg.
 DM8108;SPC MN N     -   240,497.278   749,379.380   MT  0.99990364   -0 30 02.0
 DM8108;SPC MN N     -   789,031.49  2,458,588.85   sFT  0.99990364   -0 30 02.0
 DM8108;UTM  15      - 5,290,114.766   441,900.450   MT  0.99964148   -0 34 26.5
 DM8108
 DM8108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8108!SPC MN N     -   0.99994128  x   0.99990364  =   0.99984493
 DM8108!UTM  15      -   0.99994128  x   0.99964148  =   0.99958279
 DM8108
 DM8108:                Primary Azimuth Mark                     Grid Az
 DM8108:SPC MN N     -  CRIP                                     184 37 26.9
 DM8108:UTM  15      -  CRIP                                     184 41 51.4
 DM8108
 DM8108|---------------------------------------------------------------------|
 DM8108| PID    Reference Object                     Distance      Geod. Az  |
 DM8108|                                                           dddmmss.s |
 DM8108| DM8174 CRIP                                APPROX. 0.6 KM 1840724.9 |
 DM8108|---------------------------------------------------------------------|
 DM8108
 DM8108                          SUPERSEDED SURVEY CONTROL
 DM8108
 DM8108.No superseded survey control is available for this station.
 DM8108
 DM8108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4190090114(NAD 83)
 DM8108
 DM8108_MARKER: I = METAL ROD
 DM8108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8108_STAMPING: 3107 Y RESET 2009
 DM8108_MARK LOGO: MNDT  
 DM8108_PROJECTION: FLUSH
 DM8108_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8108+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DM8108_ROD/PIPE-DEPTH:  4.6 meters
 DM8108
 DM8108  HISTORY     - Date     Condition        Report By
 DM8108  HISTORY     - 20090902 MONUMENTED       MNDT
 DM8108
 DM8108                          STATION DESCRIPTION
 DM8108
 DM8108'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8108'THE MARK IS 6.0 MILES WEST OF BIG FORK, 5.55 MILES SOUTH ALONG TRUNK
 DM8108'HIGHWAY 6 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY
 DM8108'1, AT TRUNK HIGHWAY 6 MILEPOINT 120.65, 107 FEET NORTH OF COUNTY ROAD
 DM8108'14, 117 FEET EAST OF TRUNK HIGHWAY 6, 37 FEET NORTHWEST OF CABLE
 DM8108'MARKER, 3.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5589 ***********************************************************************
 AJ5589  DESIGNATION -  3107 Z
 AJ5589  PID         -  AJ5589
 AJ5589  STATE/COUNTY-  MN/ITASCA
 AJ5589  COUNTRY     -  US
 AJ5589  USGS QUAD   -  WILDWOOD SE (1996)
 AJ5589
 AJ5589                         *CURRENT SURVEY CONTROL
 AJ5589  ______________________________________________________________________
 AJ5589* NAD 83(2007) POSITION- 47 48 49.87121(N) 093 46 33.70828(W)   ADJUSTED  
 AJ5589* NAD 83(2007) ELLIP HT-   390.948 (meters)        (06/13/11)   ADJUSTED
 AJ5589* NAD 83(2007) EPOCH   -  2002.00
 AJ5589* NAVD 88 ORTHO HEIGHT -   419.986  (meters)    1377.90  (feet) ADJUSTED  
 AJ5589  ______________________________________________________________________
 AJ5589  NAD 83(2007) X  -   -282,612.395 (meters)                     COMP
 AJ5589  NAD 83(2007) Y  - -4,282,022.942 (meters)                     COMP
 AJ5589  NAD 83(2007) Z  -  4,703,291.788 (meters)                     COMP
 AJ5589  LAPLACE CORR    -         -4.21  (seconds)                    DEFLEC09
 AJ5589  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 AJ5589  DYNAMIC HEIGHT  -        420.050 (meters)     1378.11  (feet) COMP
 AJ5589  MODELED GRAVITY -    980,750.4   (mgal)                       NAVD 88
 AJ5589
 AJ5589  HORZ ORDER      -  FIRST
 AJ5589  VERT ORDER      -  SECOND    CLASS I
 AJ5589  ELLP ORDER      -  FOURTH    CLASS I
 AJ5589
 AJ5589.The horizontal coordinates were established by GPS observations
 AJ5589.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AJ5589
 AJ5589.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5589.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5589
 AJ5589.The horizontal coordinates are valid at the epoch date displayed above
 AJ5589.which is a decimal equivalence of Year/Month/Day.
 AJ5589
 AJ5589.The orthometric height was determined by differential leveling and
 AJ5589.adjusted in December 2002.
 AJ5589
 AJ5589.Photographs are available for this station.
 AJ5589
 AJ5589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5589
 AJ5589.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5589
 AJ5589.The ellipsoidal height was determined by GPS observations
 AJ5589.and is referenced to NAD 83.
 AJ5589
 AJ5589.The dynamic height is computed by dividing the NAVD 88
 AJ5589.geopotential number by the normal gravity value computed on the
 AJ5589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5589.degrees latitude (g = 980.6199 gals.).
 AJ5589
 AJ5589.The modeled gravity was interpolated from observed gravity values.
 AJ5589
 AJ5589. The following values were computed from the NAD 83(2007) position.
 AJ5589
 AJ5589;                    North         East     Units Scale Factor Converg.
 AJ5589;SPC MN N     -   246,286.666   749,375.363   MT  0.99990289   -0 30 03.9
 AJ5589;SPC MN N     -   808,025.50  2,458,575.67   sFT  0.99990289   -0 30 03.9
 AJ5589;UTM  15      - 5,295,902.639   441,903.879   MT  0.99964147   -0 34 30.1
 AJ5589
 AJ5589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5589!SPC MN N     -   0.99993873  x   0.99990289  =   0.99984162
 AJ5589!UTM  15      -   0.99993873  x   0.99964147  =   0.99958022
 AJ5589
 AJ5589:                Primary Azimuth Mark                     Grid Az
 AJ5589:SPC MN N     -  3107 AA                                  358 53 53.8
 AJ5589:UTM  15      -  3107 AA                                  358 58 20.0
 AJ5589
 AJ5589|---------------------------------------------------------------------|
 AJ5589| PID    Reference Object                     Distance      Geod. Az  |
 AJ5589|                                                           dddmmss.s |
 AJ5589| AJ5590 3107 AA                             APPROX. 1.3 KM 3582349.9 |
 AJ5589| DM8105 3107 AP                             APPROX. 1.3 KM 3583709.1 |
 AJ5589|---------------------------------------------------------------------|
 AJ5589
 AJ5589                          SUPERSEDED SURVEY CONTROL
 AJ5589
 AJ5589  NAD 83(2007)-  47 48 49.87177(N)    093 46 33.70886(W) AD(       ) 0
 AJ5589  ELLIP H (02/10/07)  390.954  (m)                       GP(       )    
 AJ5589  NAD 83(1996)-  47 48 49.87175(N)    093 46 33.70845(W) AD(       ) 1
 AJ5589  ELLIP H (10/09/01)  390.952  (m)                       GP(       ) 3 1
 AJ5589  NAVD 88 (06/13/11)  419.99   (m)         1377.9    (f) LEVELING    3  
 AJ5589  NAVD 88 (10/09/01)  419.98   (m)         1377.9    (f) LEVELING    3  
 AJ5589
 AJ5589.Superseded values are not recommended for survey control.
 AJ5589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5589.See file dsdata.txt to determine how the superseded data were derived.
 AJ5589
 AJ5589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4190395902(NAD 83)
 AJ5589
 AJ5589_MARKER: DD = SURVEY DISK
 AJ5589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5589_STAMPING: 3107 Z 1998
 AJ5589_MARK LOGO: MNDT  
 AJ5589_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5589_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5589+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 AJ5589_ROD/PIPE-DEPTH:  7.6 meters
 AJ5589
 AJ5589  HISTORY     - Date     Condition        Report By
 AJ5589  HISTORY     - 19981101 MONUMENTED       MNDT
 AJ5589  HISTORY     - 19980328 GOOD             MNDT
 AJ5589  HISTORY     - 20050622 GOOD             MNDT
 AJ5589  HISTORY     - 20050622 GOOD             MNDT
 AJ5589  HISTORY     - 20090902 GOOD             MNDT
 AJ5589
 AJ5589                          STATION DESCRIPTION
 AJ5589
 AJ5589'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ5589'6 MI (9.7 KM) WSW OF EFFIE, 1.65 MI (2.66 KM) SOUTH ALONG TH 6 FROM
 AJ5589'SOUTH JCT TH 1, AT TH 6 MP 124.30, 67.5 FT (20.6 M) EAST OF TH 6, 17
 AJ5589'FT (5.2 M) SOUTH OF FOREST RD, 97.2 FT (29.6 M) SOUTH OF CABLE MARKER,
 AJ5589'116.2 FT (35.4 M) NE OF P-POLE, 2.5 FT (0.8 M) WEST OF WIT POST.
 AJ5589
 AJ5589                          STATION RECOVERY (1998)
 AJ5589
 AJ5589'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 AJ5589'THE MARK IS LOCATED 6 MI (9.7 KM) WSW OF EFFIE, 1.65 MI (2.66 KM)
 AJ5589'SOUTH ALONG TH 6 FROM JCT OF TH 6 AND TH 1 (6 MI WEST OF EFFIE) AT TH
 AJ5589'6 MP 124.30, 67.5 FT (20.6 M) EAST OF TH 6, 17.0 FT (5.2 M) SOUTH OF
 AJ5589'FOREST RD, 97.2 FT (29.6 M) SOUTH OF CABLE MARKER, 116.2 FT (35.4 M)
 AJ5589'NE OF P-POLE, AND 2.5 FT (0.8 M) WEST OF WIT POST.
 AJ5589
 AJ5589                          STATION RECOVERY (2005)
 AJ5589
 AJ5589'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ5589'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF CRAIGVILLE,
 AJ5589'7.4 MI (11.9 KM) NORTHWEST OF BIGFORK AND 6.5 MI (10.5 KM)
 AJ5589'WEST-SOUTHWEST OF EFFIE, 1.80 MI (2.9 KM) SOUTH ALONG TRUNK HIGHWAY 6
 AJ5589'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 1 AT TRUNK
 AJ5589'HIGHWAY 6 MILE POINT 124.30, 67.5 FT (20.6 M) EAST OF TRUNK HIGHWAY 6,
 AJ5589'17.0 FT (5.2 M) SOUTH OF FOREST ROAD, 2.5 FT (0.8 M) WEST OF A WITNESS
 AJ5589'POST.
 AJ5589
 AJ5589                          STATION RECOVERY (2005)
 AJ5589
 AJ5589'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AJ5589'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF CRAIGVILLE,
 AJ5589'7.4 MI (11.9 KM) NORTHWEST OF BIGFORK AND 6.5 MI (10.5 KM)
 AJ5589'WEST-SOUTHWEST OF EFFIE, 1.80 MI (2.9 KM) SOUTH ALONG TRUNK HIGHWAY 6
 AJ5589'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 1 AT TRUNK
 AJ5589'HIGHWAY 6 MILE POINT 124.30, 67.5 FT (20.6 M) EAST OF TRUNK HIGHWAY 6,
 AJ5589'17.0 FT (5.2 M) SOUTH OF FOREST ROAD, 2.5 FT (0.8 M) WEST OF A WITNESS
 AJ5589'POST.
 AJ5589
 AJ5589                          STATION RECOVERY (2009)
 AJ5589
 AJ5589'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AJ5589'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ5589'THE MARK IS 6.0 MILES WEST-SOUTHWEST OF EFFIE, 1.8 MILES SOUTH ALONG
 AJ5589'TRUNK HIGHWAY 6 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 1
 AJ5589'(6 MILES WEST OF EFFIE), AT TRUNK HIGHWAY 6 MILEPOINT 124.30, 67.5
 AJ5589'FEET EAST OF TRUNK HIGHWAY 6, 17.0 FEET SOUTH OF FOREST ROAD, 2.5 FEET
 AJ5589'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2262 ***********************************************************************
 SJ2262  DESIGNATION -  3108 A
 SJ2262  PID         -  SJ2262
 SJ2262  STATE/COUNTY-  MN/ITASCA
 SJ2262  COUNTRY     -  US
 SJ2262  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ2262
 SJ2262                         *CURRENT SURVEY CONTROL
 SJ2262  ______________________________________________________________________
 SJ2262* NAD 83(1986) POSITION- 47 14 32.0    (N) 093 32 16.0    (W)   HD_HELD2  
 SJ2262* NAVD 88 ORTHO HEIGHT -   400.406  (meters)    1313.67  (feet) ADJUSTED  
 SJ2262  ______________________________________________________________________
 SJ2262  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 SJ2262  DYNAMIC HEIGHT  -        400.440 (meters)     1313.78  (feet) COMP
 SJ2262  MODELED GRAVITY -    980,686.9   (mgal)                       NAVD 88
 SJ2262
 SJ2262  VERT ORDER      -  SECOND    CLASS I
 SJ2262
 SJ2262.The horizontal coordinates were established by autonomous hand held GPS
 SJ2262.observations and have an estimated accuracy of +/- 10 meters.
 SJ2262.
 SJ2262.The orthometric height was determined by differential leveling and
 SJ2262.adjusted in June 2012.
 SJ2262
 SJ2262.Photographs are available for this station.
 SJ2262
 SJ2262.The dynamic height is computed by dividing the NAVD 88
 SJ2262.geopotential number by the normal gravity value computed on the
 SJ2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2262.degrees latitude (g = 980.6199 gals.).
 SJ2262
 SJ2262.The modeled gravity was interpolated from observed gravity values.
 SJ2262
 SJ2262;                    North         East    Units  Estimated Accuracy
 SJ2262;SPC MN N     -   182,610.      766,857.      MT  (+/- 10 meters HH2 GPS)
 SJ2262
 SJ2262                          SUPERSEDED SURVEY CONTROL
 SJ2262
 SJ2262  NAVD 88 (06/15/91)  400.413  (m)         1313.69   (f) SUPERSEDED  2 1
 SJ2262
 SJ2262.Superseded values are not recommended for survey control.
 SJ2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2262.See file dsdata.txt to determine how the superseded data were derived.
 SJ2262
 SJ2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5930032222(NAD 83)
 SJ2262
 SJ2262_MARKER: DV = VERTICAL CONTROL DISK
 SJ2262_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SJ2262+WITH SETTING: PAVEMENT
 SJ2262_SP_SET: WATER TANK FOUNDATION
 SJ2262_STAMPING: 3108 A 1979
 SJ2262_MARK LOGO: MNDT  
 SJ2262_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ2262+STABILITY: SURFACE MOTION
 SJ2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2262+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2262
 SJ2262  HISTORY     - Date     Condition        Report By
 SJ2262  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2262  HISTORY     - 20041022 GOOD             GEOCAC
 SJ2262  HISTORY     - 20080717 GOOD             MNDT
 SJ2262
 SJ2262                          STATION DESCRIPTION
 SJ2262
 SJ2262'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2262'IN GRAND RAPIDS.
 SJ2262'THE MARK IS LOCATED IN GRAND RAPIDS ABOUT 0.4 MILE NORTH ALONG TRUNK
 SJ2262'HIGHWAY 38, WHICH IS THIRD AVENUE WEST, FROM ITS JUNCTION WITH TRUNK
 SJ2262'HIGHWAY 2, WHICH IS FOURTH STREET WEST, THENCE 0.25 MILES WEST ALONG
 SJ2262'NINTH STREET WEST FROM ITS JUNCTION WITH TRUNK HIGHWAY 38 IN THE SE
 SJ2262'1/4 OF SECTION 17, T55N, R25W.  THE MARK IS 117 FEET WEST OF 6TH
 SJ2262'AVENUE WEST AND 44.4 FEET NORTH OF 9TH STREET WEST.  THE MARK, A
 SJ2262'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3108 A 1979---, IS
 SJ2262'SET IN THE SOUTH CORNER OF THE CONCRETE BASE OF THE SOUTH LEG OF THE
 SJ2262'GRAND RAPIDS WATER TOWER AND ABOUT FLUSH WITH THE GROUND.
 SJ2262
 SJ2262                          STATION RECOVERY (2004)
 SJ2262
 SJ2262'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ2262'RECOVERED IN GOOD CONDITION.
 SJ2262
 SJ2262                          STATION RECOVERY (2008)
 SJ2262
 SJ2262'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2262'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5572 ***********************************************************************
 DN5572  DESIGNATION -  3108 AA RESET
 DN5572  PID         -  DN5572
 DN5572  STATE/COUNTY-  MN/ITASCA
 DN5572  COUNTRY     -  US
 DN5572  USGS QUAD   -  BIGFORK (1996)
 DN5572
 DN5572                         *CURRENT SURVEY CONTROL
 DN5572  ______________________________________________________________________
 DN5572* NAD 83(1986) POSITION- 47 44 06.3    (N) 093 39 43.2    (W)   HD_HELD2  
 DN5572* NAVD 88 ORTHO HEIGHT -   399.221  (meters)    1309.78  (feet) ADJUSTED  
 DN5572  ______________________________________________________________________
 DN5572  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DN5572  DYNAMIC HEIGHT  -        399.282 (meters)     1309.98  (feet) COMP
 DN5572  MODELED GRAVITY -    980,752.9   (mgal)                       NAVD 88
 DN5572
 DN5572  VERT ORDER      -  SECOND    CLASS I
 DN5572
 DN5572.The horizontal coordinates were established by autonomous hand held GPS
 DN5572.observations and have an estimated accuracy of +/- 10 meters.
 DN5572.
 DN5572.The orthometric height was determined by differential leveling and
 DN5572.adjusted in June 2012.
 DN5572
 DN5572.The dynamic height is computed by dividing the NAVD 88
 DN5572.geopotential number by the normal gravity value computed on the
 DN5572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5572.degrees latitude (g = 980.6199 gals.).
 DN5572
 DN5572.The modeled gravity was interpolated from observed gravity values.
 DN5572
 DN5572;                    North         East    Units  Estimated Accuracy
 DN5572;SPC MN N     -   237,461.      757,851.      MT  (+/- 10 meters HH2 GPS)
 DN5572
 DN5572                          SUPERSEDED SURVEY CONTROL
 DN5572
 DN5572.No superseded survey control is available for this station.
 DN5572
 DN5572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5036587068(NAD 83)
 DN5572
 DN5572_MARKER: I = METAL ROD
 DN5572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5572_STAMPING: 3108 AA RESET 2009
 DN5572_MARK LOGO: MNDT  
 DN5572_PROJECTION: RECESSED 8 CENTIMETERS
 DN5572_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5572_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5572+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2009
 DN5572_ROD/PIPE-DEPTH:  4.6 meters
 DN5572
 DN5572  HISTORY     - Date     Condition        Report By
 DN5572  HISTORY     - 20090917 MONUMENTED       MNDT
 DN5572
 DN5572                          STATION DESCRIPTION
 DN5572
 DN5572'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5572'THE STATION IS LOCATED 0.5 MI (0.8 KM) SOUTH-SOUTHEAST OF BIG FORK.
 DN5572' 
 DN5572'TO REACH THE MARK GO 0.7 MI (1.1 KM) SOUTH-SOUTHEAST ALONG TRUNK
 DN5572'HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 7 IN
 DN5572'BIG FORK, AT TRUNK HIGHWAY 38 MILE POINT 39.15.
 DN5572' 
 DN5572'IT IS 71.3 FT (21.7 M) SOUTHEAST OF TRUNK HIGHWAY 38, 13 FT (4.0 M)
 DN5572'NORTHEAST OF DRIVEWAY NUMBER 58692, 19 FT (5.8 M) SOUTH-SOUTHEAST OF
 DN5572'CABLE MARKER POST, 1.2 FT (0.4 M) WEST OF A WITNESS POST.
 DN5572' 
 DN5572'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5572'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5572'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5572'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7509 ***********************************************************************
 AI7509  DESIGNATION -  3108 AB
 AI7509  PID         -  AI7509
 AI7509  STATE/COUNTY-  MN/ITASCA
 AI7509  COUNTRY     -  US
 AI7509  USGS QUAD   -  BIGFORK (1996)
 AI7509
 AI7509                         *CURRENT SURVEY CONTROL
 AI7509  ______________________________________________________________________
 AI7509* NAD 83(1986) POSITION- 47 44 35.24   (N) 093 39 08.07   (W)   HD_HELD1  
 AI7509* NAVD 88 ORTHO HEIGHT -   399.026  (meters)    1309.14  (feet) ADJUSTED  
 AI7509  ______________________________________________________________________
 AI7509  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 AI7509  DYNAMIC HEIGHT  -        399.088 (meters)     1309.34  (feet) COMP
 AI7509  MODELED GRAVITY -    980,754.6   (mgal)                       NAVD 88
 AI7509
 AI7509  VERT ORDER      -  SECOND    CLASS I
 AI7509
 AI7509.The horizontal coordinates were established by differentially corrected
 AI7509.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI7509.
 AI7509.The orthometric height was determined by differential leveling and
 AI7509.adjusted in January 2001.
 AI7509
 AI7509.Photographs are available for this station.
 AI7509
 AI7509.The dynamic height is computed by dividing the NAVD 88
 AI7509.geopotential number by the normal gravity value computed on the
 AI7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7509.degrees latitude (g = 980.6199 gals.).
 AI7509
 AI7509.The modeled gravity was interpolated from observed gravity values.
 AI7509
 AI7509;                    North         East    Units  Estimated Accuracy
 AI7509;SPC MN N     -   238,349.7     758,588.9     MT  (+/- 3 meters HH1 GPS) 
 AI7509
 AI7509                          SUPERSEDED SURVEY CONTROL
 AI7509
 AI7509.No superseded survey control is available for this station.
 AI7509
 AI7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5110487955(NAD 83)
 AI7509
 AI7509_MARKER: DB = BENCH MARK DISK
 AI7509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7509_SP_SET: BRIDGE ABUTMENT
 AI7509_STAMPING: 3108 AB 1990
 AI7509_MARK LOGO: MNDT  
 AI7509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7509+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2009
 AI7509
 AI7509  HISTORY     - Date     Condition        Report By
 AI7509  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7509  HISTORY     - 19990331 GOOD             MNDT
 AI7509  HISTORY     - 20050719 GOOD             MNDT
 AI7509  HISTORY     - 20090825 GOOD             MNDT
 AI7509
 AI7509                          STATION DESCRIPTION
 AI7509
 AI7509'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7509'THE MARK IS LOCATED IN THE CITY OF BIG FORK, 0.15 MILE EAST ALONG
 AI7509'COUNTY ROAD 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 38 IN BIG FORK, AT
 AI7509'THE BRIDGE CARRYING COUNTY ROAD 7 OVER THE RICE RIVER, AND IN THE SW
 AI7509'1/4 OF SECTION 27, T61N, R26W.  THE MARK, A STANDARD MNDT BENCH MARK
 AI7509'DISK STAMPED---3108 AB 1990---, IS SET IN THE TOP OF THE ABUTMENT AT
 AI7509'THE SOUTHEAST CORNER OF BRIDGE NUMBER 31517.  THE MARK IS 26.4 FEET
 AI7509'SOUTH OF THE CENTERLINE OF COUNTY ROAD 7, AND 33.7 FEET WEST-NORTHWEST
 AI7509'OF A T-POLE.
 AI7509
 AI7509                          STATION RECOVERY (1999)
 AI7509
 AI7509'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DJS)
 AI7509'THE MARK WAS RECOVERED AS DESCRIBED.
 AI7509
 AI7509                          STATION RECOVERY (2005)
 AI7509
 AI7509'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AI7509'RECOVERED AS DESCRIBED.
 AI7509
 AI7509                          STATION RECOVERY (2009)
 AI7509
 AI7509'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7509'THE STATION IS LOCATED IN BIG FORK.
 AI7509' 
 AI7509'TO REACH THE MARK GO 0.15 MI (0.2 KM) EAST OF THE JUNCTION OF TRUNK
 AI7509'HIGHWAY 38 AND COUNTY ROAD 7.
 AI7509' 
 AI7509'IT IS 26.4 FT (8.0 M) SOUTH OF COUNTY ROAD 7, 70 FT (21.3 M)
 AI7509'WEST-NORTHWEST OF TELEPHONE POLE, IN SOUTHEAST CORNER OF COUNTY ROAD 7
 AI7509'BRIDGE NUMBER 31517 OVER RICE RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7511 ***********************************************************************
 AI7511  DESIGNATION -  3108 AC
 AI7511  PID         -  AI7511
 AI7511  STATE/COUNTY-  MN/ITASCA
 AI7511  COUNTRY     -  US
 AI7511  USGS QUAD   -  EFFIE (1971)
 AI7511
 AI7511                         *CURRENT SURVEY CONTROL
 AI7511  ______________________________________________________________________
 AI7511* NAD 83(2007) POSITION- 47 45 06.16730(N) 093 39 23.27246(W)   ADJUSTED  
 AI7511* NAD 83(2007) ELLIP HT-   374.046 (meters)        (06/13/11)   ADJUSTED
 AI7511* NAD 83(2007) EPOCH   -  2002.00
 AI7511* NAVD 88 ORTHO HEIGHT -   403.144  (meters)    1322.65  (feet) ADJUSTED  
 AI7511  ______________________________________________________________________
 AI7511  NAD 83(2007) X  -   -274,001.631 (meters)                     COMP
 AI7511  NAD 83(2007) Y  - -4,287,698.832 (meters)                     COMP
 AI7511  NAD 83(2007) Z  -  4,698,636.468 (meters)                     COMP
 AI7511  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC09
 AI7511  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 AI7511  DYNAMIC HEIGHT  -        403.207 (meters)     1322.86  (feet) COMP
 AI7511  MODELED GRAVITY -    980,754.0   (mgal)                       NAVD 88
 AI7511
 AI7511  HORZ ORDER      -  FIRST
 AI7511  VERT ORDER      -  SECOND    CLASS I
 AI7511  ELLP ORDER      -  FOURTH    CLASS I
 AI7511
 AI7511.The horizontal coordinates were established by GPS observations
 AI7511.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7511
 AI7511.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7511.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7511
 AI7511.The horizontal coordinates are valid at the epoch date displayed above
 AI7511.which is a decimal equivalence of Year/Month/Day.
 AI7511
 AI7511.The orthometric height was determined by differential leveling and
 AI7511.adjusted in January 2001.
 AI7511
 AI7511.Photographs are available for this station.
 AI7511
 AI7511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7511
 AI7511.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7511
 AI7511.The ellipsoidal height was determined by GPS observations
 AI7511.and is referenced to NAD 83.
 AI7511
 AI7511.The dynamic height is computed by dividing the NAVD 88
 AI7511.geopotential number by the normal gravity value computed on the
 AI7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7511.degrees latitude (g = 980.6199 gals.).
 AI7511
 AI7511.The modeled gravity was interpolated from observed gravity values.
 AI7511
 AI7511. The following values were computed from the NAD 83(2007) position.
 AI7511
 AI7511;                    North         East     Units Scale Factor Converg.
 AI7511;SPC MN N     -   239,307.031   758,279.144   MT  0.99990388   -0 24 44.9
 AI7511;SPC MN N     -   785,126.48  2,487,787.49   sFT  0.99990388   -0 24 44.9
 AI7511;UTM  15      - 5,288,913.429   450,796.293   MT  0.99962975   -0 29 09.4
 AI7511
 AI7511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7511!SPC MN N     -   0.99994138  x   0.99990388  =   0.99984526
 AI7511!UTM  15      -   0.99994138  x   0.99962975  =   0.99957115
 AI7511
 AI7511:                Primary Azimuth Mark                     Grid Az
 AI7511:SPC MN N     -  3108 AK                                  020 14 27.3
 AI7511:UTM  15      -  3108 AK                                  020 18 51.8
 AI7511
 AI7511|---------------------------------------------------------------------|
 AI7511| PID    Reference Object                     Distance      Geod. Az  |
 AI7511|                                                           dddmmss.s |
 AI7511| DM8111 3108 AK                             APPROX. 0.8 KM 0194942.4 |
 AI7511| DM8112 3108 AL                             APPROX. 0.6 KM 1610736.8 |
 AI7511|---------------------------------------------------------------------|
 AI7511
 AI7511                          SUPERSEDED SURVEY CONTROL
 AI7511
 AI7511  NAVD 88 (06/13/11)  403.14   (m)         1322.6    (f) LEVELING    3  
 AI7511
 AI7511.Superseded values are not recommended for survey control.
 AI7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7511.See file dsdata.txt to determine how the superseded data were derived.
 AI7511
 AI7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5079688913(NAD 83)
 AI7511
 AI7511_MARKER: DV = VERTICAL CONTROL DISK
 AI7511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7511_STAMPING: 3108 AC 1990
 AI7511_MARK LOGO: MNDT  
 AI7511_PROJECTION: RECESSED 3 CENTIMETERS
 AI7511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7511+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2009
 AI7511_ROD/PIPE-DEPTH:  6.1 meters
 AI7511
 AI7511  HISTORY     - Date     Condition        Report By
 AI7511  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7511  HISTORY     - 19990331 GOOD             MNDT
 AI7511  HISTORY     - 20090825 GOOD             MNDT
 AI7511  HISTORY     - 20090825 GOOD             MNDT
 AI7511
 AI7511                          STATION DESCRIPTION
 AI7511
 AI7511'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI7511'THE MARK IS LOCATED NEAR THE NORTH END OF THE CITY OF BIG FORK, 0.4
 AI7511'MILE WEST AND NORTH ALONG TRUNK HIGHWAY 38 FROM THE HIGHWAY 38 BRIDGE
 AI7511'OVER THE BIG FORK RIVER IN THE NORTH PART OF BIG FORK, AT HIGHWAY 38
 AI7511'MILEPOINT 40.55, AND IS IN THE NW 1/4 OF SECTION 27, T61N, R26W.  THE
 AI7511'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AI7511'STAMPED---3108 AC 1990---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH
 AI7511'DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT
 AI7511'ABOVE THE GROUND.  THE MARK IS 72.0 FEET EAST OF AND ABOUT 1 FOOT
 AI7511'HIGHER THAN THE CENTERLINE OF HIGHWAY 38, 3.1 FEET WEST OF A POWER
 AI7511'POLE, AND 3.2 FEET WEST-NORTHWEST OF A STEEL WITNESS POST.
 AI7511
 AI7511                          STATION RECOVERY (1999)
 AI7511
 AI7511'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AI7511'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.4 MI (0.6 KM)
 AI7511'WEST AND NORTH ON TH 38 FROM TH 38 BRDG OVER BIG FORK RIVER AT BIG
 AI7511'FORK, TH 38 MP 40.55, 73.3 FT (22.3 M) EAST OF TH 38, 20.0 FT (6.1 M)
 AI7511'EAST OF FENCELINE, 28.7 FT (8.7 M) NE OF NORTH GATE POST, 3.0 FT (0.9
 AI7511'M) WNW OF WIT POST.
 AI7511
 AI7511                          STATION RECOVERY (2009)
 AI7511
 AI7511'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7511'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7511'THE MARK IS 0.4 MILE WEST AND NORTH ON TRUNK HIGHWAY 38 FROM TRUNK
 AI7511'HIGHWAY 38 BRIDGE OVER BIG FORK RIVER AT BIG FORK, AT TRUNK HIGHWAY 38
 AI7511'MILEPOINT 40.55, 73.3 FEET EAST OF TRUNK HIGHWAY 38, 7 FEET WEST OF
 AI7511'FENCE LINE, 30 FEET NORTH OF FIELD ENTRANCE, 3.0 FEET NORTH-NORTHWEST
 AI7511'OF WITNESS POST.
 AI7511
 AI7511                          STATION RECOVERY (2009)
 AI7511
 AI7511'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7511'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ6387 ***********************************************************************
 AJ6387  DESIGNATION -  3108 AD
 AJ6387  PID         -  AJ6387
 AJ6387  STATE/COUNTY-  MN/ITASCA
 AJ6387  COUNTRY     -  US
 AJ6387  USGS QUAD   -  EFFIE (1971)
 AJ6387
 AJ6387                         *CURRENT SURVEY CONTROL
 AJ6387  ______________________________________________________________________
 AJ6387* NAD 83(1986) POSITION- 47 45 14.     (N) 093 40 50.     (W)   SCALED    
 AJ6387* NAVD 88 ORTHO HEIGHT -   402.241  (meters)    1319.69  (feet) ADJUSTED  
 AJ6387  ______________________________________________________________________
 AJ6387  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 AJ6387  DYNAMIC HEIGHT  -        402.302 (meters)     1319.89  (feet) COMP
 AJ6387  MODELED GRAVITY -    980,750.8   (mgal)                       NAVD 88
 AJ6387
 AJ6387  VERT ORDER      -  SECOND    CLASS I
 AJ6387
 AJ6387.The horizontal coordinates were scaled from a topographic map and have
 AJ6387.an estimated accuracy of +/- 6 seconds.
 AJ6387.
 AJ6387.The orthometric height was determined by differential leveling and
 AJ6387.adjusted in December 2002.
 AJ6387
 AJ6387.Photographs are available for this station.
 AJ6387
 AJ6387.The dynamic height is computed by dividing the NAVD 88
 AJ6387.geopotential number by the normal gravity value computed on the
 AJ6387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6387.degrees latitude (g = 980.6199 gals.).
 AJ6387
 AJ6387.The modeled gravity was interpolated from observed gravity values.
 AJ6387
 AJ6387;                    North         East    Units  Estimated Accuracy
 AJ6387;SPC MN N     -   239,560.      756,480.      MT  (+/- 180 meters Scaled)
 AJ6387
 AJ6387                          SUPERSEDED SURVEY CONTROL
 AJ6387
 AJ6387.No superseded survey control is available for this station.
 AJ6387
 AJ6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN489891(NAD 83)
 AJ6387
 AJ6387_MARKER: DD = SURVEY DISK
 AJ6387_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ6387_STAMPING: 3108 AD 1999
 AJ6387_MARK LOGO: MNDT  
 AJ6387_PROJECTION: FLUSH
 AJ6387_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ6387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6387+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ6387_ROD/PIPE-DEPTH:  6.1 meters
 AJ6387
 AJ6387  HISTORY     - Date     Condition        Report By
 AJ6387  HISTORY     - 1999     MONUMENTED       MNDT
 AJ6387
 AJ6387                          STATION DESCRIPTION
 AJ6387
 AJ6387'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ6387'THE MARK IS LOCATED 1.0 MI (1.6 KM) NW OF BIGFORK, 1.05 MI (1.69 KM)
 AJ6387'WEST ALONG CO RD 14 FROM JCT OF CO RD 14 AND TH 38, (ABOUT 0.5 MI (0.8
 AJ6387'KM) NORTH OF BIGFORK) , 71.7 FT (21.9 M) NORTH OF CO RD 14, 11.0 FT
 AJ6387'(3.4 M) EAST OF DIRT RD, 3.0 FT (0.9 M) SSE OF EAST GATE POST, 2.2 FT
 AJ6387'(0.7 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9888 ***********************************************************************
 DK9888  DESIGNATION -  3108 AE
 DK9888  PID         -  DK9888
 DK9888  STATE/COUNTY-  MN/ITASCA
 DK9888  COUNTRY     -  US
 DK9888  USGS QUAD   -  MARCELL (1996)
 DK9888
 DK9888                         *CURRENT SURVEY CONTROL
 DK9888  ______________________________________________________________________
 DK9888* NAD 83(2007) POSITION- 47 31 39.38644(N) 093 38 34.62561(W)   ADJUSTED  
 DK9888* NAD 83(2007) ELLIP HT-   406.323 (meters)        (06/13/11)   ADJUSTED
 DK9888* NAD 83(2007) EPOCH   -  2002.00
 DK9888* NAVD 88 ORTHO HEIGHT -   435.516  (meters)    1428.86  (feet) ADJUSTED  
 DK9888  ______________________________________________________________________
 DK9888  NAD 83(2007) X  -   -274,161.685 (meters)                     COMP
 DK9888  NAD 83(2007) Y  - -4,306,160.537 (meters)                     COMP
 DK9888  NAD 83(2007) Z  -  4,681,870.568 (meters)                     COMP
 DK9888  LAPLACE CORR    -         -4.98  (seconds)                    DEFLEC09
 DK9888  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DK9888  DYNAMIC HEIGHT  -        435.568 (meters)     1429.03  (feet) COMP
 DK9888  MODELED GRAVITY -    980,720.4   (mgal)                       NAVD 88
 DK9888
 DK9888  HORZ ORDER      -  FIRST
 DK9888  VERT ORDER      -  SECOND    CLASS I
 DK9888  ELLP ORDER      -  FOURTH    CLASS I
 DK9888
 DK9888.The horizontal coordinates were established by GPS observations
 DK9888.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DK9888
 DK9888.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK9888.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK9888
 DK9888.The horizontal coordinates are valid at the epoch date displayed above
 DK9888.which is a decimal equivalence of Year/Month/Day.
 DK9888
 DK9888.The orthometric height was determined by differential leveling and
 DK9888.adjusted in June 2009.
 DK9888
 DK9888.Photographs are available for this station.
 DK9888
 DK9888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK9888
 DK9888.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK9888
 DK9888.The ellipsoidal height was determined by GPS observations
 DK9888.and is referenced to NAD 83.
 DK9888
 DK9888.The dynamic height is computed by dividing the NAVD 88
 DK9888.geopotential number by the normal gravity value computed on the
 DK9888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9888.degrees latitude (g = 980.6199 gals.).
 DK9888
 DK9888.The modeled gravity was interpolated from observed gravity values.
 DK9888
 DK9888. The following values were computed from the NAD 83(2007) position.
 DK9888
 DK9888;                    North         East     Units Scale Factor Converg.
 DK9888;SPC MN N     -   214,385.878   759,117.265   MT  0.99991717   -0 24 08.8
 DK9888;SPC MN N     -   703,364.33  2,490,537.23   sFT  0.99991717   -0 24 08.8
 DK9888;UTM  15      - 5,263,998.213   451,602.591   MT  0.99962878   -0 28 27.3
 DK9888
 DK9888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK9888!SPC MN N     -   0.99993632  x   0.99991717  =   0.99985349
 DK9888!UTM  15      -   0.99993632  x   0.99962878  =   0.99956512
 DK9888
 DK9888:                Primary Azimuth Mark                     Grid Az
 DK9888:SPC MN N     -  HAPP                                     183 53 40.9
 DK9888:UTM  15      -  HAPP                                     183 57 59.4
 DK9888
 DK9888|---------------------------------------------------------------------|
 DK9888| PID    Reference Object                     Distance      Geod. Az  |
 DK9888|                                                           dddmmss.s |
 DK9888| DM8216 HAPP                                APPROX. 0.5 KM 1832932.1 |
 DK9888|---------------------------------------------------------------------|
 DK9888
 DK9888                          SUPERSEDED SURVEY CONTROL
 DK9888
 DK9888  NAVD 88 (06/13/11)  435.49   (m)         1428.8    (f) LEVELING    3  
 DK9888
 DK9888.Superseded values are not recommended for survey control.
 DK9888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK9888.See file dsdata.txt to determine how the superseded data were derived.
 DK9888
 DK9888_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5160263998(NAD 83)
 DK9888
 DK9888_MARKER: DD = SURVEY DISK
 DK9888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9888_STAMPING: 3108 AE 2005
 DK9888_MARK LOGO: MNDT  
 DK9888_PROJECTION: RECESSED 5 CENTIMETERS
 DK9888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9888+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 DK9888_ROD/PIPE-DEPTH:  4.3 meters
 DK9888
 DK9888  HISTORY     - Date     Condition        Report By
 DK9888  HISTORY     - 20050908 MONUMENTED       MNDT
 DK9888  HISTORY     - 20090824 GOOD             MNDT
 DK9888  HISTORY     - 20090824 GOOD             MNDT
 DK9888
 DK9888                          STATION DESCRIPTION
 DK9888
 DK9888'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK9888'THE STATION IS LOCATED ABOUT 13.2 MI (21.2 KM) SOUTHEAST OF SPRING
 DK9888'LAKE, 9.6 MI (15.4 KM) EAST-SOUTHEAST OF JESSIE LAKE, 5.0 MI (8.0 KM)
 DK9888'SOUTH-SOUTHEAST OF MARCELL AND 5.95 MI (9.6 KM) SOUTHEAST ALONG TRUNK
 DK9888'HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286
 DK9888'IN MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 22.65, 55.1 FT (16.8 M)
 DK9888'EAST SOUTHWEST OF TRUNK HIGHWAY 38, 1.2 FT (0.4 M) NORTHEAST OF A
 DK9888'WITNESS POST.
 DK9888
 DK9888                          STATION RECOVERY (2009)
 DK9888
 DK9888'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PSW)
 DK9888'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK9888'THE MARK IS 6.0 MILES SOUTHEAST OF MARCELL, 5.95 MILES SOUTHEAST ALONG
 DK9888'TRUNK HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY
 DK9888'286 IN MARCELL, AT TRUNK HIGHWAY 38 MILEPOINT 22.65, 55.1 FEET
 DK9888'SOUTHWEST OF TRUNK HIGHWAY 38, 1.2 FEET NORTHEAST OF WITNESS POST.
 DK9888
 DK9888                          STATION RECOVERY (2009)
 DK9888
 DK9888'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PSW)
 DK9888'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9889 ***********************************************************************
 DK9889  DESIGNATION -  3108 AF
 DK9889  PID         -  DK9889
 DK9889  STATE/COUNTY-  MN/ITASCA
 DK9889  COUNTRY     -  US
 DK9889  USGS QUAD   -  MARCELL (1996)
 DK9889
 DK9889                         *CURRENT SURVEY CONTROL
 DK9889  ______________________________________________________________________
 DK9889* NAD 83(1986) POSITION- 47 30 44.92   (N) 093 38 26.46   (W)   HD_HELD1  
 DK9889* NAVD 88 ORTHO HEIGHT -   428.005  (meters)    1404.21  (feet) ADJUSTED  
 DK9889  ______________________________________________________________________
 DK9889  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 DK9889  DYNAMIC HEIGHT  -        428.056 (meters)     1404.38  (feet) COMP
 DK9889  MODELED GRAVITY -    980,717.0   (mgal)                       NAVD 88
 DK9889
 DK9889  VERT ORDER      -  SECOND    CLASS I
 DK9889
 DK9889.The horizontal coordinates were established by differentially corrected
 DK9889.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK9889.
 DK9889.The orthometric height was determined by differential leveling and
 DK9889.adjusted in June 2009.
 DK9889
 DK9889.No vertical observational check was made to the station.
 DK9889
 DK9889.Photographs are available for this station.
 DK9889
 DK9889.The dynamic height is computed by dividing the NAVD 88
 DK9889.geopotential number by the normal gravity value computed on the
 DK9889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9889.degrees latitude (g = 980.6199 gals.).
 DK9889
 DK9889.The modeled gravity was interpolated from observed gravity values.
 DK9889
 DK9889;                    North         East    Units  Estimated Accuracy
 DK9889;SPC MN N     -   212,702.7     759,276.3     MT  (+/- 3 meters HH1 GPS) 
 DK9889
 DK9889                          SUPERSEDED SURVEY CONTROL
 DK9889
 DK9889.No superseded survey control is available for this station.
 DK9889
 DK9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5175962315(NAD 83)
 DK9889
 DK9889_MARKER: DD = SURVEY DISK
 DK9889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9889_STAMPING: 3108 AF 2005
 DK9889_MARK LOGO: MNDT  
 DK9889_PROJECTION: RECESSED 5 CENTIMETERS
 DK9889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9889+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2009
 DK9889_ROD/PIPE-DEPTH:  7.6 meters
 DK9889
 DK9889  HISTORY     - Date     Condition        Report By
 DK9889  HISTORY     - 20050908 MONUMENTED       MNDT
 DK9889  HISTORY     - 20090828 GOOD             MNDT
 DK9889
 DK9889                          STATION DESCRIPTION
 DK9889
 DK9889'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK9889'THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF SPRING
 DK9889'LAKE, 10.3 MI (16.6 KM) SOUTHEAST OF JESSIE LAKE, 6.0 MI (9.7 KM)
 DK9889'SOUTH-SOUTHEAST OF MARCELL AND 6.95 MI (11.2 KM) SOUTHEAST ALONG TRUNK
 DK9889'HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286
 DK9889'IN MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 21.60, 68.9 FT (21.0 M)
 DK9889'EAST-SOUTHEAST OF TRUNK HIGHWAY 38, 19.9 FT (6.1 M) SOUTH-SOUTHWEST OF
 DK9889'FOREST ROAD 2373, 1.2 FT (0.4 M) NORTH OF A WITNESS POST.
 DK9889
 DK9889                          STATION RECOVERY (2009)
 DK9889
 DK9889'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK9889'THE STATION IS LOCATED 7.0 MI (11.3 KM) SOUTHEAST OF MARCELL.
 DK9889' 
 DK9889'TO REACH THE MARK GO 6.95 MI (11.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DK9889'38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN
 DK9889'MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 21.60.
 DK9889' 
 DK9889'IT IS 68.9 FT (21.0 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 38, 19.9 FT
 DK9889'(6.1 M) SOUTH-SOUTHWEST OF FOREST ROAD 2373, 1.2 FT (0.4 M) NORTH OF A
 DK9889'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5573 ***********************************************************************
 DN5573  DESIGNATION -  3108 AG
 DN5573  PID         -  DN5573
 DN5573  STATE/COUNTY-  MN/ITASCA
 DN5573  COUNTRY     -  US
 DN5573  USGS QUAD   -  EFFIE (1971)
 DN5573
 DN5573                         *CURRENT SURVEY CONTROL
 DN5573  ______________________________________________________________________
 DN5573* NAD 83(1986) POSITION- 47 48 44.4    (N) 093 38 35.8    (W)   HD_HELD2  
 DN5573* NAVD 88 ORTHO HEIGHT -   415.477  (meters)    1363.11  (feet) ADJUSTED  
 DN5573  ______________________________________________________________________
 DN5573  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 DN5573  DYNAMIC HEIGHT  -        415.538 (meters)     1363.31  (feet) COMP
 DN5573  MODELED GRAVITY -    980,745.9   (mgal)                       NAVD 88
 DN5573
 DN5573  VERT ORDER      -  SECOND    CLASS I
 DN5573
 DN5573.The horizontal coordinates were established by autonomous hand held GPS
 DN5573.observations and have an estimated accuracy of +/- 10 meters.
 DN5573.
 DN5573.The orthometric height was determined by differential leveling and
 DN5573.adjusted in June 2012.
 DN5573
 DN5573.The dynamic height is computed by dividing the NAVD 88
 DN5573.geopotential number by the normal gravity value computed on the
 DN5573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5573.degrees latitude (g = 980.6199 gals.).
 DN5573
 DN5573.The modeled gravity was interpolated from observed gravity values.
 DN5573
 DN5573;                    North         East    Units  Estimated Accuracy
 DN5573;SPC MN N     -   246,039.      759,315.      MT  (+/- 10 meters HH2 GPS)
 DN5573
 DN5573                          SUPERSEDED SURVEY CONTROL
 DN5573
 DN5573.No superseded survey control is available for this station.
 DN5573
 DN5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5184095642(NAD 83)
 DN5573
 DN5573_MARKER: I = METAL ROD
 DN5573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5573_STAMPING: 3108 AG 2009
 DN5573_MARK LOGO: MNDT  
 DN5573_PROJECTION: RECESSED 3 CENTIMETERS
 DN5573_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5573+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DN5573_ROD/PIPE-DEPTH:  6.1 meters
 DN5573
 DN5573  HISTORY     - Date     Condition        Report By
 DN5573  HISTORY     - 20090401 MONUMENTED       MNDT
 DN5573
 DN5573                          STATION DESCRIPTION
 DN5573
 DN5573'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5573'THE STATION IS LOCATED 2.0 MI (3.2 KM) SOUTH OF EFFIE.
 DN5573' 
 DN5573'TO REACH THE MARK GO 1.95 MI (3.1 KM) SOUTH ALONG TRUNK HIGHWAY 38
 DN5573'FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 1 IN EFFIE, AT
 DN5573'TRUNK HIGHWAY 38 MILE POINT 44.9.
 DN5573' 
 DN5573'IT IS 77.5 FT (23.6 M) WEST OF TRUNK HIGHWAY 38, 16.5 FT (5.0 M) NORTH
 DN5573'OF GRAVEL ROAD FIRE NUMBER 63981, 2.2 FT (0.7 M) SOUTH OF A WITNESS
 DN5573'POST.
 DN5573' 
 DN5573'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5573'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5573'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5573'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8109 ***********************************************************************
 DM8109  DESIGNATION -  3108 AH
 DM8109  PID         -  DM8109
 DM8109  STATE/COUNTY-  MN/ITASCA
 DM8109  COUNTRY     -  US
 DM8109  USGS QUAD   -  EFFIE (1971)
 DM8109
 DM8109                         *CURRENT SURVEY CONTROL
 DM8109  ______________________________________________________________________
 DM8109* NAD 83(2007) POSITION- 47 47 54.00349(N) 093 38 35.00711(W)   ADJUSTED  
 DM8109* NAD 83(2007) ELLIP HT-   381.699 (meters)        (06/13/11)   ADJUSTED
 DM8109* NAD 83(2007) EPOCH   -  2002.00
 DM8109* NAVD 88 ORTHO HEIGHT -   410.872  (meters)    1348.00  (feet) ADJUSTED  
 DM8109  ______________________________________________________________________
 DM8109  NAD 83(2007) X  -   -272,754.725 (meters)                     COMP
 DM8109  NAD 83(2007) Y  - -4,283,936.962 (meters)                     COMP
 DM8109  NAD 83(2007) Z  -  4,702,125.959 (meters)                     COMP
 DM8109  LAPLACE CORR    -         -3.62  (seconds)                    DEFLEC09
 DM8109  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DM8109  DYNAMIC HEIGHT  -        410.933 (meters)     1348.20  (feet) COMP
 DM8109  MODELED GRAVITY -    980,747.8   (mgal)                       NAVD 88
 DM8109
 DM8109  HORZ ORDER      -  FIRST
 DM8109  VERT ORDER      -  SECOND    CLASS I
 DM8109  ELLP ORDER      -  FOURTH    CLASS I
 DM8109
 DM8109.The horizontal coordinates were established by GPS observations
 DM8109.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8109
 DM8109.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8109.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8109
 DM8109.The horizontal coordinates are valid at the epoch date displayed above
 DM8109.which is a decimal equivalence of Year/Month/Day.
 DM8109
 DM8109.The orthometric height was determined by differential leveling and
 DM8109.adjusted in June 2012.
 DM8109
 DM8109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8109
 DM8109.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8109
 DM8109.The ellipsoidal height was determined by GPS observations
 DM8109.and is referenced to NAD 83.
 DM8109
 DM8109.The dynamic height is computed by dividing the NAVD 88
 DM8109.geopotential number by the normal gravity value computed on the
 DM8109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8109.degrees latitude (g = 980.6199 gals.).
 DM8109
 DM8109.The modeled gravity was interpolated from observed gravity values.
 DM8109
 DM8109. The following values were computed from the NAD 83(2007) position.
 DM8109
 DM8109;                    North         East     Units Scale Factor Converg.
 DM8109;SPC MN N     -   244,482.871   759,320.732   MT  0.99990303   -0 24 09.1
 DM8109;SPC MN N     -   802,107.55  2,491,204.77   sFT  0.99990303   -0 24 09.1
 DM8109;UTM  15      - 5,294,086.507   451,844.247   MT  0.99962850   -0 28 35.0
 DM8109
 DM8109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8109!SPC MN N     -   0.99994018  x   0.99990303  =   0.99984321
 DM8109!UTM  15      -   0.99994018  x   0.99962850  =   0.99956870
 DM8109
 DM8109:                Primary Azimuth Mark                     Grid Az
 DM8109:SPC MN N     -  3108 AJ                                  180 27 49.0
 DM8109:UTM  15      -  3108 AJ                                  180 32 14.9
 DM8109
 DM8109|---------------------------------------------------------------------|
 DM8109| PID    Reference Object                     Distance      Geod. Az  |
 DM8109|                                                           dddmmss.s |
 DM8109| DM8110 3108 AJ                             APPROX. 1.7 KM 1800339.9 |
 DM8109|---------------------------------------------------------------------|
 DM8109
 DM8109                          SUPERSEDED SURVEY CONTROL
 DM8109
 DM8109  NAVD 88 (06/13/11)  410.87   (m)         1348.0    (f) LEVELING    3  
 DM8109
 DM8109.Superseded values are not recommended for survey control.
 DM8109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8109.See file dsdata.txt to determine how the superseded data were derived.
 DM8109
 DM8109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5184494086(NAD 83)
 DM8109
 DM8109_MARKER: I = METAL ROD
 DM8109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8109_STAMPING: 3108 AH 2009
 DM8109_MARK LOGO: MNDT  
 DM8109_PROJECTION: FLUSH
 DM8109_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8109+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8109_ROD/PIPE-DEPTH:  6.1 meters
 DM8109
 DM8109  HISTORY     - Date     Condition        Report By
 DM8109  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8109  HISTORY     - 20090401 GOOD             MNDT
 DM8109
 DM8109                          STATION DESCRIPTION
 DM8109
 DM8109'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8109'THE MARK IS 3.0 MILES SOUTH OF EFFIE, 2.9 MILES SOUTH ALONG TRUNK
 DM8109'HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 1
 DM8109'IN EFFIE, AT TRUNK HIGHWAY 38 MILEPOINT 43.95, 21.2 FEET WEST OF TRUNK
 DM8109'HIGHWAY 38, 250 FEET SOUTH-SOUTHWEST OF MILEPOST 44, 3.1 FEET EAST OF
 DM8109'WITNESS POST.
 DM8109
 DM8109                          STATION RECOVERY (2009)
 DM8109
 DM8109'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (GC)
 DM8109'RECOVERED AS DESCRIBED.
 DM8109' 
 DM8109'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8109'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8109'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8109'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8110 ***********************************************************************
 DM8110  DESIGNATION -  3108 AJ
 DM8110  PID         -  DM8110
 DM8110  STATE/COUNTY-  MN/ITASCA
 DM8110  COUNTRY     -  US
 DM8110  USGS QUAD   -  EFFIE (1971)
 DM8110
 DM8110                         *CURRENT SURVEY CONTROL
 DM8110  ______________________________________________________________________
 DM8110* NAD 83(2007) POSITION- 47 46 57.87320(N) 093 38 35.09591(W)   ADJUSTED  
 DM8110* NAD 83(2007) ELLIP HT-   382.281 (meters)        (06/13/11)   ADJUSTED
 DM8110* NAD 83(2007) EPOCH   -  2002.00
 DM8110* NAVD 88 ORTHO HEIGHT -   411.430  (meters)    1349.83  (feet) ADJUSTED  
 DM8110  ______________________________________________________________________
 DM8110  NAD 83(2007) X  -   -272,838.189 (meters)                     COMP
 DM8110  NAD 83(2007) Y  - -4,285,218.775 (meters)                     COMP
 DM8110  NAD 83(2007) Z  -  4,700,961.621 (meters)                     COMP
 DM8110  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC09
 DM8110  GEOID HEIGHT    -        -29.14  (meters)                     GEOID09
 DM8110  DYNAMIC HEIGHT  -        411.492 (meters)     1350.04  (feet) COMP
 DM8110  MODELED GRAVITY -    980,749.9   (mgal)                       NAVD 88
 DM8110
 DM8110  HORZ ORDER      -  FIRST
 DM8110  VERT ORDER      -  SECOND    CLASS I
 DM8110  ELLP ORDER      -  FOURTH    CLASS I
 DM8110
 DM8110.The horizontal coordinates were established by GPS observations
 DM8110.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8110
 DM8110.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8110.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8110
 DM8110.The horizontal coordinates are valid at the epoch date displayed above
 DM8110.which is a decimal equivalence of Year/Month/Day.
 DM8110
 DM8110.The orthometric height was determined by differential leveling and
 DM8110.adjusted in June 2012.
 DM8110
 DM8110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8110
 DM8110.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8110
 DM8110.The ellipsoidal height was determined by GPS observations
 DM8110.and is referenced to NAD 83.
 DM8110
 DM8110.The dynamic height is computed by dividing the NAVD 88
 DM8110.geopotential number by the normal gravity value computed on the
 DM8110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8110.degrees latitude (g = 980.6199 gals.).
 DM8110
 DM8110.The modeled gravity was interpolated from observed gravity values.
 DM8110
 DM8110. The following values were computed from the NAD 83(2007) position.
 DM8110
 DM8110;                    North         East     Units Scale Factor Converg.
 DM8110;SPC MN N     -   242,749.507   759,306.706   MT  0.99990324   -0 24 09.2
 DM8110;SPC MN N     -   796,420.67  2,491,158.75   sFT  0.99990324   -0 24 09.2
 DM8110;UTM  15      - 5,292,353.638   451,827.993   MT  0.99962851   -0 28 34.6
 DM8110
 DM8110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8110!SPC MN N     -   0.99994009  x   0.99990324  =   0.99984333
 DM8110!UTM  15      -   0.99994009  x   0.99962851  =   0.99956862
 DM8110
 DM8110:                Primary Azimuth Mark                     Grid Az
 DM8110:SPC MN N     -  3108 AH                                  000 27 49.1
 DM8110:UTM  15      -  3108 AH                                  000 32 14.5
 DM8110
 DM8110|---------------------------------------------------------------------|
 DM8110| PID    Reference Object                     Distance      Geod. Az  |
 DM8110|                                                           dddmmss.s |
 DM8110| DM8109 3108 AH                             APPROX. 1.7 KM 0000339.9 |
 DM8110| DM8188 EFAP                                468.076 METERS 2140339.0 |
 DM8110| DM8155 BFAP                                298.886 METERS 25305     |
 DM8110|---------------------------------------------------------------------|
 DM8110
 DM8110                          SUPERSEDED SURVEY CONTROL
 DM8110
 DM8110  NAVD 88 (06/13/11)  411.43   (m)         1349.8    (f) LEVELING    3  
 DM8110
 DM8110.Superseded values are not recommended for survey control.
 DM8110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8110.See file dsdata.txt to determine how the superseded data were derived.
 DM8110
 DM8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5182792353(NAD 83)
 DM8110
 DM8110_MARKER: I = METAL ROD
 DM8110_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8110_STAMPING: 3108 AJ 2009
 DM8110_MARK LOGO: MNDT  
 DM8110_PROJECTION: RECESSED 3 CENTIMETERS
 DM8110_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8110+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8110_ROD/PIPE-DEPTH:  6.1 meters
 DM8110
 DM8110  HISTORY     - Date     Condition        Report By
 DM8110  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8110  HISTORY     - 20090401 GOOD             MNDT
 DM8110
 DM8110                          STATION DESCRIPTION
 DM8110
 DM8110'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8110'THE MARK IS 4.0 MILES SOUTH OF EFFIE, 4.05 MILES SOUTH ALONG TRUNK
 DM8110'HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 1
 DM8110'IN EFFIE, AT TRUNK HIGHWAY 38 MILEPOINT 42.85, 32.8 FEET WEST OF TRUNK
 DM8110'HIGHWAY 38, 42.7 FEET SOUTH OF NORTH ENTRANCE TO BERGQUIST COMPANY,
 DM8110'16.2 FEET NORTHEAST OF POWER CABINET, 13.3 FEET SOUTHEAST OF CABLE
 DM8110'BOX, 12.5 FEET EAST-NORTHEAST OF EAST LEG OF BERGQUIST SIGN, 17.7 FEET
 DM8110'NORTHWEST OF WITNESS POST.
 DM8110
 DM8110                          STATION RECOVERY (2009)
 DM8110
 DM8110'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM8110'RECOVERED AS DESCRIBED.
 DM8110' 
 DM8110'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8110'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8110'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8110'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8111 ***********************************************************************
 DM8111  DESIGNATION -  3108 AK
 DM8111  PID         -  DM8111
 DM8111  STATE/COUNTY-  MN/ITASCA
 DM8111  COUNTRY     -  US
 DM8111  USGS QUAD   -  EFFIE (1971)
 DM8111
 DM8111                         *CURRENT SURVEY CONTROL
 DM8111  ______________________________________________________________________
 DM8111* NAD 83(2007) POSITION- 47 45 31.57291(N) 093 39 09.68668(W)   ADJUSTED  
 DM8111* NAD 83(2007) ELLIP HT-   377.624 (meters)        (06/13/11)   ADJUSTED
 DM8111* NAD 83(2007) EPOCH   -  2002.00
 DM8111* NAVD 88 ORTHO HEIGHT -   406.733  (meters)    1334.42  (feet) ADJUSTED  
 DM8111  ______________________________________________________________________
 DM8111  NAD 83(2007) X  -   -273,682.364 (meters)                     COMP
 DM8111  NAD 83(2007) Y  - -4,287,139.556 (meters)                     COMP
 DM8111  NAD 83(2007) Z  -  4,699,166.667 (meters)                     COMP
 DM8111  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 DM8111  GEOID HEIGHT    -        -29.11  (meters)                     GEOID09
 DM8111  DYNAMIC HEIGHT  -        406.795 (meters)     1334.63  (feet) COMP
 DM8111  MODELED GRAVITY -    980,753.1   (mgal)                       NAVD 88
 DM8111
 DM8111  HORZ ORDER      -  FIRST
 DM8111  VERT ORDER      -  SECOND    CLASS I
 DM8111  ELLP ORDER      -  FOURTH    CLASS I
 DM8111
 DM8111.The horizontal coordinates were established by GPS observations
 DM8111.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8111
 DM8111.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8111.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8111
 DM8111.The horizontal coordinates are valid at the epoch date displayed above
 DM8111.which is a decimal equivalence of Year/Month/Day.
 DM8111
 DM8111.The orthometric height was determined by differential leveling and
 DM8111.adjusted in June 2012.
 DM8111
 DM8111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8111
 DM8111.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8111
 DM8111.The ellipsoidal height was determined by GPS observations
 DM8111.and is referenced to NAD 83.
 DM8111
 DM8111.The dynamic height is computed by dividing the NAVD 88
 DM8111.geopotential number by the normal gravity value computed on the
 DM8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8111.degrees latitude (g = 980.6199 gals.).
 DM8111
 DM8111.The modeled gravity was interpolated from observed gravity values.
 DM8111
 DM8111. The following values were computed from the NAD 83(2007) position.
 DM8111
 DM8111;                    North         East     Units Scale Factor Converg.
 DM8111;SPC MN N     -   240,089.554   758,567.691   MT  0.99990371   -0 24 34.8
 DM8111;SPC MN N     -   787,693.81  2,488,734.17   sFT  0.99990371   -0 24 34.8
 DM8111;UTM  15      - 5,289,695.368   451,085.764   MT  0.99962940   -0 28 59.6
 DM8111
 DM8111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8111!SPC MN N     -   0.99994082  x   0.99990371  =   0.99984453
 DM8111!UTM  15      -   0.99994082  x   0.99962940  =   0.99957024
 DM8111
 DM8111:                Primary Azimuth Mark                     Grid Az
 DM8111:SPC MN N     -  3108 AL                                  184 40 51.7
 DM8111:UTM  15      -  3108 AL                                  184 45 16.5
 DM8111
 DM8111|---------------------------------------------------------------------|
 DM8111| PID    Reference Object                     Distance      Geod. Az  |
 DM8111|                                                           dddmmss.s |
 DM8111| DM8112 3108 AL                             APPROX. 1.3 KM 1841616.9 |
 DM8111| AI7511 3108 AC                             APPROX. 0.8 KM 1994952.4 |
 DM8111|---------------------------------------------------------------------|
 DM8111
 DM8111                          SUPERSEDED SURVEY CONTROL
 DM8111
 DM8111  NAVD 88 (06/13/11)  406.73   (m)         1334.4    (f) LEVELING    3  
 DM8111
 DM8111.Superseded values are not recommended for survey control.
 DM8111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8111.See file dsdata.txt to determine how the superseded data were derived.
 DM8111
 DM8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5108589695(NAD 83)
 DM8111
 DM8111_MARKER: I = METAL ROD
 DM8111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8111_STAMPING: 3108 AK 2009
 DM8111_MARK LOGO: MNDT  
 DM8111_PROJECTION: FLUSH
 DM8111_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8111+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8111_ROD/PIPE-DEPTH:  6.1 meters
 DM8111
 DM8111  HISTORY     - Date     Condition        Report By
 DM8111  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8111  HISTORY     - 20090401 GOOD             MNDT
 DM8111
 DM8111                          STATION DESCRIPTION
 DM8111
 DM8111'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8111'THE MARK IS 1.0 MILE NORTH OF BIG FORK, 1.3 MILES NORTH AND WEST ALONG
 DM8111'TRUNK HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD
 DM8111'77 IN BIG FORK, AT TRUNK HIGHWAY 38 MILEPOINT 41.1, 43.4 FEET
 DM8111'NORTHWEST OF TRUNK HIGHWAY 38, 19.2 FEET NORTHEAST OF POWER POLE, 1.6
 DM8111'FEET SOUTHEAST OF WITNESS POST.
 DM8111
 DM8111                          STATION RECOVERY (2009)
 DM8111
 DM8111'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (GC)
 DM8111'THE STATION IS LOCATED 1.0 MI (1.6 KM) NORTH OF BIG FORK.
 DM8111' 
 DM8111'TO REACH THE MARK GO 1.3 MI (2.1 KM) NORTH AND WEST ALONG TRUNK
 DM8111'HIGHWAY 38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 77 IN
 DM8111'BIG FORK, AT TRUNK HIGHWAY 38 MILE POINT 41.1.
 DM8111' 
 DM8111'IT IS 43.4 FT (13.2 M) NORTHWEST OF TRUNK HIGHWAY 38, 19.2 FT (5.9 M)
 DM8111'NORTHEAST OF POWER POLE, 1.6 FT (0.5 M) SOUTHEAST OF A WITNESS POST.
 DM8111' 
 DM8111'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8111'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8111'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8111'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8112 ***********************************************************************
 DM8112  DESIGNATION -  3108 AL
 DM8112  PID         -  DM8112
 DM8112  STATE/COUNTY-  MN/ITASCA
 DM8112  COUNTRY     -  US
 DM8112  USGS QUAD   -  BIGFORK (1996)
 DM8112
 DM8112                         *CURRENT SURVEY CONTROL
 DM8112  ______________________________________________________________________
 DM8112* NAD 83(2007) POSITION- 47 44 48.72464(N) 093 39 14.43159(W)   ADJUSTED  
 DM8112* NAD 83(2007) ELLIP HT-   371.881 (meters)        (06/13/11)   ADJUSTED
 DM8112* NAD 83(2007) EPOCH   -  2002.00
 DM8112* NAVD 88 ORTHO HEIGHT -   400.978  (meters)    1315.54  (feet) ADJUSTED  
 DM8112  ______________________________________________________________________
 DM8112  NAD 83(2007) X  -   -273,843.175 (meters)                     COMP
 DM8112  NAD 83(2007) Y  - -4,288,107.093 (meters)                     COMP
 DM8112  NAD 83(2007) Z  -  4,698,272.626 (meters)                     COMP
 DM8112  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC09
 DM8112  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 DM8112  DYNAMIC HEIGHT  -        401.040 (meters)     1315.75  (feet) COMP
 DM8112  MODELED GRAVITY -    980,754.8   (mgal)                       NAVD 88
 DM8112
 DM8112  HORZ ORDER      -  FIRST
 DM8112  VERT ORDER      -  SECOND    CLASS I
 DM8112  ELLP ORDER      -  FOURTH    CLASS I
 DM8112
 DM8112.The horizontal coordinates were established by GPS observations
 DM8112.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8112
 DM8112.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8112.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8112
 DM8112.The horizontal coordinates are valid at the epoch date displayed above
 DM8112.which is a decimal equivalence of Year/Month/Day.
 DM8112
 DM8112.The orthometric height was determined by differential leveling and
 DM8112.adjusted in June 2012.
 DM8112
 DM8112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8112
 DM8112.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8112
 DM8112.The ellipsoidal height was determined by GPS observations
 DM8112.and is referenced to NAD 83.
 DM8112
 DM8112.The dynamic height is computed by dividing the NAVD 88
 DM8112.geopotential number by the normal gravity value computed on the
 DM8112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8112.degrees latitude (g = 980.6199 gals.).
 DM8112
 DM8112.The modeled gravity was interpolated from observed gravity values.
 DM8112
 DM8112. The following values were computed from the NAD 83(2007) position.
 DM8112
 DM8112;                    North         East     Units Scale Factor Converg.
 DM8112;SPC MN N     -   238,767.060   758,459.404   MT  0.99990401   -0 24 38.3
 DM8112;SPC MN N     -   783,354.93  2,488,378.89   sFT  0.99990401   -0 24 38.3
 DM8112;UTM  15      - 5,288,373.376   450,975.810   MT  0.99962953   -0 29 02.7
 DM8112
 DM8112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8112!SPC MN N     -   0.99994172  x   0.99990401  =   0.99984573
 DM8112!UTM  15      -   0.99994172  x   0.99962953  =   0.99957127
 DM8112
 DM8112:                Primary Azimuth Mark                     Grid Az
 DM8112:SPC MN N     -  3108 AK                                  004 40 51.7
 DM8112:UTM  15      -  3108 AK                                  004 45 16.1
 DM8112
 DM8112|---------------------------------------------------------------------|
 DM8112| PID    Reference Object                     Distance      Geod. Az  |
 DM8112|                                                           dddmmss.s |
 DM8112| DM8111 3108 AK                             APPROX. 1.3 KM 0041613.4 |
 DM8112|---------------------------------------------------------------------|
 DM8112
 DM8112                          SUPERSEDED SURVEY CONTROL
 DM8112
 DM8112  NAVD 88 (06/13/11)  400.98   (m)         1315.5    (f) LEVELING    3  
 DM8112
 DM8112.Superseded values are not recommended for survey control.
 DM8112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8112.See file dsdata.txt to determine how the superseded data were derived.
 DM8112
 DM8112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5097588373(NAD 83)
 DM8112
 DM8112_MARKER: DD = SURVEY DISK
 DM8112_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM8112_SP_SET: BRIDGE ABUTMENT
 DM8112_STAMPING: 3108 AL 2009
 DM8112_MARK LOGO: MNDT  
 DM8112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM8112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8112+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DM8112
 DM8112  HISTORY     - Date     Condition        Report By
 DM8112  HISTORY     - 19990401 MONUMENTED       MNDT
 DM8112  HISTORY     - 20090902 GOOD             MNDT
 DM8112  HISTORY     - 20090902 GOOD             MNDT
 DM8112
 DM8112                          STATION DESCRIPTION
 DM8112
 DM8112'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM8112'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8112'THE MARK IS IN BIG FORK, IN WALKWAY ABUTMENT IN SOUTHEAST CORNER OF
 DM8112'TRUNK HIGHWAY 38 BRIDGE NUMBER 31014 OVER BIG FORK RIVER, 22.2 FEET
 DM8112'SOUTH OF TRUNK HIGHWAY 38, 10.3 FEET WEST OF SOUTHEAST CORNER OF ROCK
 DM8112'PILLAR.  DISK SET WHEN BRIDGE WAS BUILT IN 1999 THEN STAMPED WHEN USED
 DM8112'IN 2009.
 DM8112
 DM8112                          STATION RECOVERY (2009)
 DM8112
 DM8112'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DM8112'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8113 ***********************************************************************
 DM8113  DESIGNATION -  3108 AM
 DM8113  PID         -  DM8113
 DM8113  STATE/COUNTY-  MN/ITASCA
 DM8113  COUNTRY     -  US
 DM8113  USGS QUAD   -  BIGFORK (1996)
 DM8113
 DM8113                         *CURRENT SURVEY CONTROL
 DM8113  ______________________________________________________________________
 DM8113* NAD 83(2007) POSITION- 47 41 43.40102(N) 093 40 49.50945(W)   ADJUSTED  
 DM8113* NAD 83(2007) ELLIP HT-   375.018 (meters)        (06/13/11)   ADJUSTED
 DM8113* NAD 83(2007) EPOCH   -  2002.00
 DM8113* NAVD 88 ORTHO HEIGHT -   404.096  (meters)    1325.77  (feet) ADJUSTED  
 DM8113  ______________________________________________________________________
 DM8113  NAD 83(2007) X  -   -276,091.741 (meters)                     COMP
 DM8113  NAD 83(2007) Y  - -4,292,208.849 (meters)                     COMP
 DM8113  NAD 83(2007) Z  -  4,694,424.186 (meters)                     COMP
 DM8113  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC09
 DM8113  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DM8113  DYNAMIC HEIGHT  -        404.155 (meters)     1325.97  (feet) COMP
 DM8113  MODELED GRAVITY -    980,745.9   (mgal)                       NAVD 88
 DM8113
 DM8113  HORZ ORDER      -  FIRST
 DM8113  VERT ORDER      -  SECOND    CLASS I
 DM8113  ELLP ORDER      -  FOURTH    CLASS I
 DM8113
 DM8113.The horizontal coordinates were established by GPS observations
 DM8113.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8113
 DM8113.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8113.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8113
 DM8113.The horizontal coordinates are valid at the epoch date displayed above
 DM8113.which is a decimal equivalence of Year/Month/Day.
 DM8113
 DM8113.The orthometric height was determined by differential leveling and
 DM8113.adjusted in June 2012.
 DM8113
 DM8113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8113
 DM8113.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8113
 DM8113.The ellipsoidal height was determined by GPS observations
 DM8113.and is referenced to NAD 83.
 DM8113
 DM8113.The dynamic height is computed by dividing the NAVD 88
 DM8113.geopotential number by the normal gravity value computed on the
 DM8113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8113.degrees latitude (g = 980.6199 gals.).
 DM8113
 DM8113.The modeled gravity was interpolated from observed gravity values.
 DM8113
 DM8113. The following values were computed from the NAD 83(2007) position.
 DM8113
 DM8113;                    North         East     Units Scale Factor Converg.
 DM8113;SPC MN N     -   233,058.634   756,436.158   MT  0.99990579   -0 25 48.8
 DM8113;SPC MN N     -   764,626.54  2,481,740.96   sFT  0.99990579   -0 25 48.8
 DM8113;UTM  15      - 5,282,669.105   448,945.826   MT  0.99963203   -0 30 11.6
 DM8113
 DM8113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8113!SPC MN N     -   0.99994122  x   0.99990579  =   0.99984702
 DM8113!UTM  15      -   0.99994122  x   0.99963203  =   0.99957328
 DM8113
 DM8113                          SUPERSEDED SURVEY CONTROL
 DM8113
 DM8113  NAVD 88 (06/13/11)  404.10   (m)         1325.8    (f) LEVELING    3  
 DM8113
 DM8113.Superseded values are not recommended for survey control.
 DM8113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8113.See file dsdata.txt to determine how the superseded data were derived.
 DM8113
 DM8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4894582669(NAD 83)
 DM8113
 DM8113_MARKER: I = METAL ROD
 DM8113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8113_STAMPING: 3108 AM 2009
 DM8113_MARK LOGO: MNDT  
 DM8113_PROJECTION: RECESSED 5 CENTIMETERS
 DM8113_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8113+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8113_ROD/PIPE-DEPTH: 13.7 meters
 DM8113
 DM8113  HISTORY     - Date     Condition        Report By
 DM8113  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8113  HISTORY     - 20090401 GOOD             MNDT
 DM8113
 DM8113                          STATION DESCRIPTION
 DM8113
 DM8113'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8113'THE MARK IS 4.0 MILES SOUTH OF BIG FORK, 3.65 MILES SOUTH ALONG TRUNK
 DM8113'HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 7 IN BIG
 DM8113'FORK, AT TRUNK HIGHWAY 38 MILEPOINT 36.20, 53.2 FEET EAST OF TRUNK
 DM8113'HIGHWAY 38, 13.5 FEET SOUTH OF TOWNSHIP ROAD 6 (GENE LARSON ROAD),
 DM8113'46.7 FEET WEST OF COUNTY ROAD 6 SIGN, 4.4 FEET NORTH OF WITNESS POST.
 DM8113
 DM8113                          STATION RECOVERY (2009)
 DM8113
 DM8113'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM8113'RECOVERED AS DESCRIBED.
 DM8113' 
 DM8113'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8113'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8113'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8113'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8114 ***********************************************************************
 DM8114  DESIGNATION -  3108 AN
 DM8114  PID         -  DM8114
 DM8114  STATE/COUNTY-  MN/ITASCA
 DM8114  COUNTRY     -  US
 DM8114  USGS QUAD   -  BIGFORK (1996)
 DM8114
 DM8114                         *CURRENT SURVEY CONTROL
 DM8114  ______________________________________________________________________
 DM8114* NAD 83(2007) POSITION- 47 40 14.86775(N) 093 40 41.14880(W)   ADJUSTED  
 DM8114* NAD 83(2007) ELLIP HT-   395.409 (meters)        (06/13/11)   ADJUSTED
 DM8114* NAD 83(2007) EPOCH   -  2002.00
 DM8114* NAVD 88 ORTHO HEIGHT -   424.489  (meters)    1392.68  (feet) ADJUSTED  
 DM8114  ______________________________________________________________________
 DM8114  NAD 83(2007) X  -   -276,048.353 (meters)                     COMP
 DM8114  NAD 83(2007) Y  - -4,294,251.527 (meters)                     COMP
 DM8114  NAD 83(2007) Z  -  4,692,598.335 (meters)                     COMP
 DM8114  LAPLACE CORR    -         -3.19  (seconds)                    DEFLEC09
 DM8114  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DM8114  DYNAMIC HEIGHT  -        424.550 (meters)     1392.88  (feet) COMP
 DM8114  MODELED GRAVITY -    980,743.2   (mgal)                       NAVD 88
 DM8114
 DM8114  HORZ ORDER      -  FIRST
 DM8114  VERT ORDER      -  SECOND    CLASS I
 DM8114  ELLP ORDER      -  FOURTH    CLASS I
 DM8114
 DM8114.The horizontal coordinates were established by GPS observations
 DM8114.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8114
 DM8114.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8114.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8114
 DM8114.The horizontal coordinates are valid at the epoch date displayed above
 DM8114.which is a decimal equivalence of Year/Month/Day.
 DM8114
 DM8114.The orthometric height was determined by differential leveling and
 DM8114.adjusted in June 2012.
 DM8114
 DM8114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8114
 DM8114.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8114
 DM8114.The ellipsoidal height was determined by GPS observations
 DM8114.and is referenced to NAD 83.
 DM8114
 DM8114.The dynamic height is computed by dividing the NAVD 88
 DM8114.geopotential number by the normal gravity value computed on the
 DM8114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8114.degrees latitude (g = 980.6199 gals.).
 DM8114
 DM8114.The modeled gravity was interpolated from observed gravity values.
 DM8114
 DM8114. The following values were computed from the NAD 83(2007) position.
 DM8114
 DM8114;                    North         East     Units Scale Factor Converg.
 DM8114;SPC MN N     -   230,323.356   756,590.018   MT  0.99990693   -0 25 42.6
 DM8114;SPC MN N     -   755,652.54  2,482,245.75   sFT  0.99990693   -0 25 42.6
 DM8114;UTM  15      - 5,279,934.384   449,096.163   MT  0.99963184   -0 30 04.8
 DM8114
 DM8114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8114!SPC MN N     -   0.99993803  x   0.99990693  =   0.99984496
 DM8114!UTM  15      -   0.99993803  x   0.99963184  =   0.99956989
 DM8114
 DM8114:                Primary Azimuth Mark                     Grid Az
 DM8114:SPC MN N     -  3108 AP                                  178 50 42.3
 DM8114:UTM  15      -  3108 AP                                  178 55 04.5
 DM8114
 DM8114|---------------------------------------------------------------------|
 DM8114| PID    Reference Object                     Distance      Geod. Az  |
 DM8114|                                                           dddmmss.s |
 DM8114| DM8115 3108 AP                             APPROX. 1.2 KM 1782459.7 |
 DM8114|---------------------------------------------------------------------|
 DM8114
 DM8114                          SUPERSEDED SURVEY CONTROL
 DM8114
 DM8114  NAVD 88 (06/13/11)  424.49   (m)         1392.7    (f) LEVELING    3  
 DM8114
 DM8114.Superseded values are not recommended for survey control.
 DM8114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8114.See file dsdata.txt to determine how the superseded data were derived.
 DM8114
 DM8114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4909679934(NAD 83)
 DM8114
 DM8114_MARKER: I = METAL ROD
 DM8114_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8114_STAMPING: 3108 AN 2009
 DM8114_MARK LOGO: MNDT  
 DM8114_PROJECTION: RECESSED 3 CENTIMETERS
 DM8114_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8114+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8114_ROD/PIPE-DEPTH:  6.1 meters
 DM8114
 DM8114  HISTORY     - Date     Condition        Report By
 DM8114  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8114  HISTORY     - 20090401 GOOD             MNDT
 DM8114
 DM8114                          STATION DESCRIPTION
 DM8114
 DM8114'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8114'THE MARK IS 5.0 MILES SOUTH OF BIG FORK, 5.4 MILES SOUTH ALONG TRUNK
 DM8114'HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 7 IN BIG
 DM8114'FORK, AT TRUNK HIGHWAY 38 MILEPOINT 34.5, 208.4 FEET WEST OF TRUNK
 DM8114'HIGHWAY 38, 29.6 FEET NORTH OF TOWNSHIP ROAD 8 (BELLO LAKE CAMP ROAD),
 DM8114'2.4 FEET SOUTH OF WITNESS POST.
 DM8114
 DM8114                          STATION RECOVERY (2009)
 DM8114
 DM8114'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM8114'RECOVERED AS DESCRIBED.
 DM8114' 
 DM8114'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8114'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8114'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8114'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8115 ***********************************************************************
 DM8115  DESIGNATION -  3108 AP
 DM8115  PID         -  DM8115
 DM8115  STATE/COUNTY-  MN/ITASCA
 DM8115  COUNTRY     -  US
 DM8115  USGS QUAD   -  BIGFORK (1996)
 DM8115
 DM8115                         *CURRENT SURVEY CONTROL
 DM8115  ______________________________________________________________________
 DM8115* NAD 83(2007) POSITION- 47 39 37.25561(N) 093 40 39.60981(W)   ADJUSTED  
 DM8115* NAD 83(2007) ELLIP HT-   390.569 (meters)        (06/13/11)   ADJUSTED
 DM8115* NAD 83(2007) EPOCH   -  2002.00
 DM8115* NAVD 88 ORTHO HEIGHT -   419.647  (meters)    1376.79  (feet) ADJUSTED  
 DM8115  ______________________________________________________________________
 DM8115  NAD 83(2007) X  -   -276,071.187 (meters)                     COMP
 DM8115  NAD 83(2007) Y  - -4,295,107.324 (meters)                     COMP
 DM8115  NAD 83(2007) Z  -  4,691,812.402 (meters)                     COMP
 DM8115  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 DM8115  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 DM8115  DYNAMIC HEIGHT  -        419.707 (meters)     1376.99  (feet) COMP
 DM8115  MODELED GRAVITY -    980,742.2   (mgal)                       NAVD 88
 DM8115
 DM8115  HORZ ORDER      -  FIRST
 DM8115  VERT ORDER      -  SECOND    CLASS I
 DM8115  ELLP ORDER      -  FOURTH    CLASS I
 DM8115
 DM8115.The horizontal coordinates were established by GPS observations
 DM8115.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8115
 DM8115.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8115.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8115
 DM8115.The horizontal coordinates are valid at the epoch date displayed above
 DM8115.which is a decimal equivalence of Year/Month/Day.
 DM8115
 DM8115.The orthometric height was determined by differential leveling and
 DM8115.adjusted in June 2012.
 DM8115
 DM8115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8115
 DM8115.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8115
 DM8115.The ellipsoidal height was determined by GPS observations
 DM8115.and is referenced to NAD 83.
 DM8115
 DM8115.The dynamic height is computed by dividing the NAVD 88
 DM8115.geopotential number by the normal gravity value computed on the
 DM8115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8115.degrees latitude (g = 980.6199 gals.).
 DM8115
 DM8115.The modeled gravity was interpolated from observed gravity values.
 DM8115
 DM8115. The following values were computed from the NAD 83(2007) position.
 DM8115
 DM8115;                    North         East     Units Scale Factor Converg.
 DM8115;SPC MN N     -   229,161.628   756,613.438   MT  0.99990746   -0 25 41.4
 DM8115;SPC MN N     -   751,841.11  2,482,322.59   sFT  0.99990746   -0 25 41.4
 DM8115;UTM  15      - 5,278,772.947   449,118.102   MT  0.99963181   -0 30 03.3
 DM8115
 DM8115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8115!SPC MN N     -   0.99993879  x   0.99990746  =   0.99984625
 DM8115!UTM  15      -   0.99993879  x   0.99963181  =   0.99957062
 DM8115
 DM8115:                Primary Azimuth Mark                     Grid Az
 DM8115:SPC MN N     -  3108 AN                                  358 50 42.2
 DM8115:UTM  15      -  3108 AN                                  358 55 04.1
 DM8115
 DM8115|---------------------------------------------------------------------|
 DM8115| PID    Reference Object                     Distance      Geod. Az  |
 DM8115|                                                           dddmmss.s |
 DM8115| DM8114 3108 AN                             APPROX. 1.2 KM 3582500.8 |
 DM8115|---------------------------------------------------------------------|
 DM8115
 DM8115                          SUPERSEDED SURVEY CONTROL
 DM8115
 DM8115  NAVD 88 (06/13/11)  419.65   (m)         1376.8    (f) LEVELING    3  
 DM8115
 DM8115.Superseded values are not recommended for survey control.
 DM8115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8115.See file dsdata.txt to determine how the superseded data were derived.
 DM8115
 DM8115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4911878772(NAD 83)
 DM8115
 DM8115_MARKER: I = METAL ROD
 DM8115_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8115_STAMPING: 3108 AP 2009
 DM8115_MARK LOGO: MNDT  
 DM8115_PROJECTION: RECESSED 8 CENTIMETERS
 DM8115_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8115+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8115_ROD/PIPE-DEPTH:  4.6 meters
 DM8115
 DM8115  HISTORY     - Date     Condition        Report By
 DM8115  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8115  HISTORY     - 20090401 GOOD             MNDT
 DM8115
 DM8115                          STATION DESCRIPTION
 DM8115
 DM8115'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8115'THE MARK IS 6.0 MILES SOUTH OF BIG FORK, 6.15 MILES SOUTH ALONG TRUNK
 DM8115'HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 7 IN BIG
 DM8115'FORK, AT TRUNK HIGHWAY 38 MILEPOINT 33.75, 29.7 FEET WEST OF TRUNK
 DM8115'HIGHWAY 38, 26.2 FEET NORTH OF DRIVEWAY NUMBER 54075, 3.4 FEET EAST OF
 DM8115'WITNESS POST.
 DM8115
 DM8115                          STATION RECOVERY (2009)
 DM8115
 DM8115'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM8115'RECOVERED AS DESCRIBED.
 DM8115' 
 DM8115'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8115'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8115'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8115'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8116 ***********************************************************************
 DM8116  DESIGNATION -  3108 AQ
 DM8116  PID         -  DM8116
 DM8116  STATE/COUNTY-  MN/ITASCA
 DM8116  COUNTRY     -  US
 DM8116  USGS QUAD   -  MARCELL (1996)
 DM8116
 DM8116                         *CURRENT SURVEY CONTROL
 DM8116  ______________________________________________________________________
 DM8116* NAD 83(2007) POSITION- 47 36 03.82210(N) 093 40 58.47008(W)   ADJUSTED  
 DM8116* NAD 83(2007) ELLIP HT-   402.451 (meters)        (06/13/11)   ADJUSTED
 DM8116* NAD 83(2007) EPOCH   -  2002.00
 DM8116* NAVD 88 ORTHO HEIGHT -   431.469  (meters)    1415.58  (feet) ADJUSTED  
 DM8116  ______________________________________________________________________
 DM8116  NAD 83(2007) X  -   -276,777.279 (meters)                     COMP
 DM8116  NAD 83(2007) Y  - -4,299,950.374 (meters)                     COMP
 DM8116  NAD 83(2007) Z  -  4,687,378.698 (meters)                     COMP
 DM8116  LAPLACE CORR    -         -4.47  (seconds)                    DEFLEC09
 DM8116  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DM8116  DYNAMIC HEIGHT  -        431.528 (meters)     1415.77  (feet) COMP
 DM8116  MODELED GRAVITY -    980,736.7   (mgal)                       NAVD 88
 DM8116
 DM8116  HORZ ORDER      -  FIRST
 DM8116  VERT ORDER      -  SECOND    CLASS I
 DM8116  ELLP ORDER      -  FOURTH    CLASS I
 DM8116
 DM8116.The horizontal coordinates were established by GPS observations
 DM8116.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8116
 DM8116.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8116.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8116
 DM8116.The horizontal coordinates are valid at the epoch date displayed above
 DM8116.which is a decimal equivalence of Year/Month/Day.
 DM8116
 DM8116.The orthometric height was determined by differential leveling and
 DM8116.adjusted in June 2012.
 DM8116
 DM8116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8116
 DM8116.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8116
 DM8116.The ellipsoidal height was determined by GPS observations
 DM8116.and is referenced to NAD 83.
 DM8116
 DM8116.The dynamic height is computed by dividing the NAVD 88
 DM8116.geopotential number by the normal gravity value computed on the
 DM8116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8116.degrees latitude (g = 980.6199 gals.).
 DM8116
 DM8116.The modeled gravity was interpolated from observed gravity values.
 DM8116
 DM8116. The following values were computed from the NAD 83(2007) position.
 DM8116
 DM8116;                    North         East     Units Scale Factor Converg.
 DM8116;SPC MN N     -   222,573.644   756,170.264   MT  0.99991114   -0 25 55.4
 DM8116;SPC MN N     -   730,227.03  2,480,868.61   sFT  0.99991114   -0 25 55.4
 DM8116;UTM  15      - 5,272,187.354   448,666.717   MT  0.99963238   -0 30 15.5
 DM8116
 DM8116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8116!SPC MN N     -   0.99993692  x   0.99991114  =   0.99984807
 DM8116!UTM  15      -   0.99993692  x   0.99963238  =   0.99956933
 DM8116
 DM8116                          SUPERSEDED SURVEY CONTROL
 DM8116
 DM8116  NAVD 88 (06/13/11)  431.47   (m)         1415.6    (f) LEVELING    3  
 DM8116
 DM8116.Superseded values are not recommended for survey control.
 DM8116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8116.See file dsdata.txt to determine how the superseded data were derived.
 DM8116
 DM8116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4866672187(NAD 83)
 DM8116
 DM8116_MARKER: I = METAL ROD
 DM8116_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8116_STAMPING: 3108 AQ 2009
 DM8116_MARK LOGO: MNDT  
 DM8116_PROJECTION: FLUSH
 DM8116_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8116+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8116_ROD/PIPE-DEPTH:  4.6 meters
 DM8116
 DM8116  HISTORY     - Date     Condition        Report By
 DM8116  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8116  HISTORY     - 20090401 GOOD             MNDT
 DM8116
 DM8116                          STATION DESCRIPTION
 DM8116
 DM8116'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8116'THE MARK IS 1.0 MILE NORTH OF MARCELL, 0.7 MILE NORTH ALONG TRUNK
 DM8116'HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN
 DM8116'MARCELL, AT TRUNK HIGHWAY 38 MILEPOINT 29.2, 43.0 FEET SOUTHEAST OF
 DM8116'TRUNK HIGHWAY 38, 32.1 FEET NORTHEAST OF ENTRANCE NUMBER 49886, 2.2
 DM8116'FEET SOUTHWEST OF WITNESS POST.
 DM8116
 DM8116                          STATION RECOVERY (2009)
 DM8116
 DM8116'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (GC)
 DM8116'RECOVERED AS DESCRIBED.
 DM8116' 
 DM8116'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8116'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8116'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8116'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5571 ***********************************************************************
 DN5571  DESIGNATION -  3108 AR
 DN5571  PID         -  DN5571
 DN5571  STATE/COUNTY-  MN/ITASCA
 DN5571  COUNTRY     -  US
 DN5571  USGS QUAD   -  MARCELL (1996)
 DN5571
 DN5571                         *CURRENT SURVEY CONTROL
 DN5571  ______________________________________________________________________
 DN5571* NAD 83(1986) POSITION- 47 32 37.3    (N) 093 38 49.8    (W)   HD_HELD2  
 DN5571* NAVD 88 ORTHO HEIGHT -   417.532  (meters)    1369.85  (feet) ADJUSTED  
 DN5571  ______________________________________________________________________
 DN5571  GEOID HEIGHT    -        -29.15  (meters)                     GEOID09
 DN5571  DYNAMIC HEIGHT  -        417.584 (meters)     1370.02  (feet) COMP
 DN5571  MODELED GRAVITY -    980,723.9   (mgal)                       NAVD 88
 DN5571
 DN5571  VERT ORDER      -  SECOND    CLASS I
 DN5571
 DN5571.The horizontal coordinates were established by autonomous hand held GPS
 DN5571.observations and have an estimated accuracy of +/- 10 meters.
 DN5571.
 DN5571.The orthometric height was determined by differential leveling and
 DN5571.adjusted in June 2012.
 DN5571
 DN5571.The dynamic height is computed by dividing the NAVD 88
 DN5571.geopotential number by the normal gravity value computed on the
 DN5571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5571.degrees latitude (g = 980.6199 gals.).
 DN5571
 DN5571.The modeled gravity was interpolated from observed gravity values.
 DN5571
 DN5571;                    North         East    Units  Estimated Accuracy
 DN5571;SPC MN N     -   216,177.      758,813.      MT  (+/- 10 meters HH2 GPS)
 DN5571
 DN5571                          SUPERSEDED SURVEY CONTROL
 DN5571
 DN5571.No superseded survey control is available for this station.
 DN5571
 DN5571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5130065788(NAD 83)
 DN5571
 DN5571_MARKER: I = METAL ROD
 DN5571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5571_STAMPING: 3108 AR 2009
 DN5571_MARK LOGO: MNDT  
 DN5571_PROJECTION: RECESSED 3 CENTIMETERS
 DN5571_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5571+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DN5571_ROD/PIPE-DEPTH:  3.0 meters
 DN5571
 DN5571  HISTORY     - Date     Condition        Report By
 DN5571  HISTORY     - 20090401 MONUMENTED       MNDT
 DN5571
 DN5571                          STATION DESCRIPTION
 DN5571
 DN5571'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5571'THE STATION IS LOCATED 5.0 MI (8.0 KM) SOUTH OF MARCELL.
 DN5571' 
 DN5571'TO REACH THE MARK GO 4.55 MI (7.3 KM) SOUTHERLY ALONG TRUNK HIGHWAY 38
 DN5571'FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN
 DN5571'MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 24.05.
 DN5571' 
 DN5571'IT IS 38.7 FT (11.8 M) EAST OF TRUNK HIGHWAY 38, 54.3 FT (16.6 M)
 DN5571'NORTH-NORTHEAST OF NO PASSING SIGN, 65 FT (19.8 M) EAST-SOUTHEAST OF
 DN5571'NO PASSING SIGN, IN A PULL AREA BY NORTH STAR LAKE, 3.8 FT (1.2 M)
 DN5571'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5570 ***********************************************************************
 DN5570  DESIGNATION -  3108 AS
 DN5570  PID         -  DN5570
 DN5570  STATE/COUNTY-  MN/ITASCA
 DN5570  COUNTRY     -  US
 DN5570  USGS QUAD   -  LITTLE BOWSTRING LAK (1970)
 DN5570
 DN5570                         *CURRENT SURVEY CONTROL
 DN5570  ______________________________________________________________________
 DN5570* NAD 83(1986) POSITION- 47 29 26.2    (N) 093 38 49.3    (W)   HD_HELD2  
 DN5570* NAVD 88 ORTHO HEIGHT -   461.500  (meters)    1514.10  (feet) ADJUSTED  
 DN5570  ______________________________________________________________________
 DN5570  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 DN5570  DYNAMIC HEIGHT  -        461.552 (meters)     1514.28  (feet) COMP
 DN5570  MODELED GRAVITY -    980,711.0   (mgal)                       NAVD 88
 DN5570
 DN5570  VERT ORDER      -  SECOND    CLASS I
 DN5570
 DN5570.The horizontal coordinates were established by autonomous hand held GPS
 DN5570.observations and have an estimated accuracy of +/- 10 meters.
 DN5570.
 DN5570.The orthometric height was determined by differential leveling and
 DN5570.adjusted in June 2012.
 DN5570
 DN5570.The dynamic height is computed by dividing the NAVD 88
 DN5570.geopotential number by the normal gravity value computed on the
 DN5570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5570.degrees latitude (g = 980.6199 gals.).
 DN5570
 DN5570.The modeled gravity was interpolated from observed gravity values.
 DN5570
 DN5570;                    North         East    Units  Estimated Accuracy
 DN5570;SPC MN N     -   210,275.      758,781.      MT  (+/- 10 meters HH2 GPS)
 DN5570
 DN5570                          SUPERSEDED SURVEY CONTROL
 DN5570
 DN5570.No superseded survey control is available for this station.
 DN5570
 DN5570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5126159889(NAD 83)
 DN5570
 DN5570_MARKER: I = METAL ROD
 DN5570_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5570_STAMPING: 3108 AS 2009
 DN5570_MARK LOGO: MNDT  
 DN5570_PROJECTION: RECESSED 3 CENTIMETERS
 DN5570_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5570+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DN5570_ROD/PIPE-DEPTH:  8.8 meters
 DN5570
 DN5570  HISTORY     - Date     Condition        Report By
 DN5570  HISTORY     - 20090916 MONUMENTED       MNDT
 DN5570
 DN5570                          STATION DESCRIPTION
 DN5570
 DN5570'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5570'THE STATION IS LOCATED 9.0 MI (14.5 KM) SOUTH OF MARCELL.
 DN5570' 
 DN5570'TO REACH THE MARK GO 8.7 MI (14.0 KM) SOUTHERLY ALONG TRUNK HIGHWAY 38
 DN5570'FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN
 DN5570'MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 20.0.
 DN5570' 
 DN5570'IT IS 32.7 FT (10.0 M) EAST OF TRUNK HIGHWAY 38, 49.5 FT (15.1 M)
 DN5570'NORTH-NORTHEAST OF MILEPOST 20, 18.1 FT (5.5 M) SOUTH OF A WITNESS
 DN5570'POST.
 DN5570' 
 DN5570'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5570'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5570'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5570'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5569 ***********************************************************************
 DN5569  DESIGNATION -  3108 AT
 DN5569  PID         -  DN5569
 DN5569  STATE/COUNTY-  MN/ITASCA
 DN5569  COUNTRY     -  US
 DN5569  USGS QUAD   -  LITTLE BOWSTRING LAK (1970)
 DN5569
 DN5569                         *CURRENT SURVEY CONTROL
 DN5569  ______________________________________________________________________
 DN5569* NAD 83(1986) POSITION- 47 28 40.7    (N) 093 38 39.7    (W)   HD_HELD2  
 DN5569* NAVD 88 ORTHO HEIGHT -   433.922  (meters)    1423.63  (feet) ADJUSTED  
 DN5569  ______________________________________________________________________
 DN5569  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 DN5569  DYNAMIC HEIGHT  -        433.969 (meters)     1423.78  (feet) COMP
 DN5569  MODELED GRAVITY -    980,708.7   (mgal)                       NAVD 88
 DN5569
 DN5569  VERT ORDER      -  SECOND    CLASS I
 DN5569
 DN5569.The horizontal coordinates were established by autonomous hand held GPS
 DN5569.observations and have an estimated accuracy of +/- 10 meters.
 DN5569.
 DN5569.The orthometric height was determined by differential leveling and
 DN5569.adjusted in June 2012.
 DN5569
 DN5569.The dynamic height is computed by dividing the NAVD 88
 DN5569.geopotential number by the normal gravity value computed on the
 DN5569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5569.degrees latitude (g = 980.6199 gals.).
 DN5569
 DN5569.The modeled gravity was interpolated from observed gravity values.
 DN5569
 DN5569;                    North         East    Units  Estimated Accuracy
 DN5569;SPC MN N     -   208,869.      758,972.      MT  (+/- 10 meters HH2 GPS)
 DN5569
 DN5569                          SUPERSEDED SURVEY CONTROL
 DN5569
 DN5569.No superseded survey control is available for this station.
 DN5569
 DN5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5145058482(NAD 83)
 DN5569
 DN5569_MARKER: I = METAL ROD
 DN5569_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5569_STAMPING: 3108 AT 2009
 DN5569_MARK LOGO: MNDT  
 DN5569_PROJECTION: RECESSED 5 CENTIMETERS
 DN5569_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5569+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DN5569_ROD/PIPE-DEPTH: 10.7 meters
 DN5569
 DN5569  HISTORY     - Date     Condition        Report By
 DN5569  HISTORY     - 20090401 MONUMENTED       MNDT
 DN5569
 DN5569                          STATION DESCRIPTION
 DN5569
 DN5569'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5569'THE STATION IS LOCATED 10.0 MI (16.1 KM) SOUTH OF MARCELL.
 DN5569' 
 DN5569'TO REACH THE MARK GO 9.7 MI (15.6 KM) SOUTHERLY ALONG TRUNK HIGHWAY 38
 DN5569'FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN
 DN5569'MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 19.0.
 DN5569' 
 DN5569'IT IS 28.6 FT (8.7 M) NORTHEAST OF TRUNK HIGHWAY 38, 10.0 FT (3.0 M)
 DN5569'SOUTHEAST OF TRAIL TO DAY LAKE, 32.7 FT (10.0 M) SOUTHEAST OF MILEPOST
 DN5569'19, 4.5 FT (1.4 M) NORTHWEST OF A WITNESS POST.
 DN5569' 
 DN5569'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5569'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5569'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5569'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5568 ***********************************************************************
 DN5568  DESIGNATION -  3108 AU
 DN5568  PID         -  DN5568
 DN5568  STATE/COUNTY-  MN/ITASCA
 DN5568  COUNTRY     -  US
 DN5568  USGS QUAD   -  WABANA LAKE (1996)
 DN5568
 DN5568                         *CURRENT SURVEY CONTROL
 DN5568  ______________________________________________________________________
 DN5568* NAD 83(1986) POSITION- 47 27 33.9    (N) 093 37 17.0    (W)   HD_HELD2  
 DN5568* NAVD 88 ORTHO HEIGHT -   440.491  (meters)    1445.18  (feet) ADJUSTED  
 DN5568  ______________________________________________________________________
 DN5568  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 DN5568  DYNAMIC HEIGHT  -        440.537 (meters)     1445.33  (feet) COMP
 DN5568  MODELED GRAVITY -    980,704.4   (mgal)                       NAVD 88
 DN5568
 DN5568  VERT ORDER      -  SECOND    CLASS I
 DN5568
 DN5568.The horizontal coordinates were established by autonomous hand held GPS
 DN5568.observations and have an estimated accuracy of +/- 10 meters.
 DN5568.
 DN5568.The orthometric height was determined by differential leveling and
 DN5568.adjusted in June 2012.
 DN5568
 DN5568.The dynamic height is computed by dividing the NAVD 88
 DN5568.geopotential number by the normal gravity value computed on the
 DN5568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5568.degrees latitude (g = 980.6199 gals.).
 DN5568
 DN5568.The modeled gravity was interpolated from observed gravity values.
 DN5568
 DN5568;                    North         East    Units  Estimated Accuracy
 DN5568;SPC MN N     -   206,794.      760,690.      MT  (+/- 10 meters HH2 GPS)
 DN5568
 DN5568                          SUPERSEDED SURVEY CONTROL
 DN5568
 DN5568.No superseded survey control is available for this station.
 DN5568
 DN5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5316556406(NAD 83)
 DN5568
 DN5568_MARKER: I = METAL ROD
 DN5568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5568_STAMPING: 3108 AU 2009
 DN5568_MARK LOGO: MNDT  
 DN5568_PROJECTION: RECESSED 5 CENTIMETERS
 DN5568_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5568+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DN5568_ROD/PIPE-DEPTH:  6.1 meters
 DN5568
 DN5568  HISTORY     - Date     Condition        Report By
 DN5568  HISTORY     - 20090401 MONUMENTED       MNDT
 DN5568
 DN5568                          STATION DESCRIPTION
 DN5568
 DN5568'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5568'THE STATION IS LOCATED 11.5 MI (18.5 KM) SOUTH OF MARCELL.
 DN5568' 
 DN5568'TO REACH THE MARK GO 11.5 MI (18.5 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DN5568'38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN
 DN5568'MARCELL, AT TRUNK HIGHWAY 38 MILE POINT 17.30.
 DN5568' 
 DN5568'IT IS 65.0 FT (19.8 M) SOUTHWEST TRUNK HIGHWAY 38, 15.9 FT (4.8 M)
 DN5568'NORTHWEST OF FOREST 2153 (ORANGE LAKE ROAD), 2.6 FT (0.8 M) SOUTHEAST
 DN5568'OF A WITNESS POST.
 DN5568' 
 DN5568'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5568'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5568'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5568'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5567 ***********************************************************************
 DN5567  DESIGNATION -  3108 AV
 DN5567  PID         -  DN5567
 DN5567  STATE/COUNTY-  MN/ITASCA
 DN5567  COUNTRY     -  US
 DN5567  USGS QUAD   -  WABANA LAKE (1996)
 DN5567
 DN5567                         *CURRENT SURVEY CONTROL
 DN5567  ______________________________________________________________________
 DN5567* NAD 83(1986) POSITION- 47 26 53.4    (N) 093 36 41.7    (W)   HD_HELD2  
 DN5567* NAVD 88 ORTHO HEIGHT -   433.990  (meters)    1423.85  (feet) ADJUSTED  
 DN5567  ______________________________________________________________________
 DN5567  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DN5567  DYNAMIC HEIGHT  -        434.035 (meters)     1424.00  (feet) COMP
 DN5567  MODELED GRAVITY -    980,702.4   (mgal)                       NAVD 88
 DN5567
 DN5567  VERT ORDER      -  SECOND    CLASS I
 DN5567
 DN5567.The horizontal coordinates were established by autonomous hand held GPS
 DN5567.observations and have an estimated accuracy of +/- 10 meters.
 DN5567.
 DN5567.The orthometric height was determined by differential leveling and
 DN5567.adjusted in June 2012.
 DN5567
 DN5567.The dynamic height is computed by dividing the NAVD 88
 DN5567.geopotential number by the normal gravity value computed on the
 DN5567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5567.degrees latitude (g = 980.6199 gals.).
 DN5567
 DN5567.The modeled gravity was interpolated from observed gravity values.
 DN5567
 DN5567;                    North         East    Units  Estimated Accuracy
 DN5567;SPC MN N     -   205,538.      761,421.      MT  (+/- 10 meters HH2 GPS)
 DN5567
 DN5567                          SUPERSEDED SURVEY CONTROL
 DN5567
 DN5567.No superseded survey control is available for this station.
 DN5567
 DN5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5389455150(NAD 83)
 DN5567
 DN5567_MARKER: I = METAL ROD
 DN5567_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5567_STAMPING: 3108 AV 2009
 DN5567_MARK LOGO: MNDT  
 DN5567_PROJECTION: RECESSED 5 CENTIMETERS
 DN5567_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5567+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2009
 DN5567_ROD/PIPE-DEPTH:  6.1 meters
 DN5567
 DN5567  HISTORY     - Date     Condition        Report By
 DN5567  HISTORY     - 20091102 MONUMENTED       MNDT
 DN5567
 DN5567                          STATION DESCRIPTION
 DN5567
 DN5567'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5567'THE STATION IS LOCATED 16.0 MI (25.7 KM) NORTH OF GRAND RAPIDS.
 DN5567' 
 DN5567'TO REACH THE MARK GO 16.3 MI (26.2 KM) NORTHERLY ALONG TRUNK HIGHWAY
 DN5567'38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2 IN GRAND
 DN5567'RAPIDS, AT TRUNK HIGHWAY 38 MILE POINT 16.30.
 DN5567' 
 DN5567'IT IS 26.0 FT (7.9 M) NORTHEAST OF TRUNK HIGHWAY 38, 21.0 FT (6.4 M)
 DN5567'NORTHWEST OF WEST LEG OF CHIPPEWA FOREST SIGN POST, 1.8 FT (0.5 M)
 DN5567'SOUTHWEST OF A WITNESS POST.
 DN5567' 
 DN5567'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5567'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5567'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5567'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5566 ***********************************************************************
 DN5566  DESIGNATION -  3108 AW
 DN5566  PID         -  DN5566
 DN5566  STATE/COUNTY-  MN/ITASCA
 DN5566  COUNTRY     -  US
 DN5566  USGS QUAD   -  WABANA LAKE (1996)
 DN5566
 DN5566                         *CURRENT SURVEY CONTROL
 DN5566  ______________________________________________________________________
 DN5566* NAD 83(1986) POSITION- 47 25 03.8    (N) 093 35 39.0    (W)   HD_HELD2  
 DN5566* NAVD 88 ORTHO HEIGHT -   412.881  (meters)    1354.59  (feet) ADJUSTED  
 DN5566  ______________________________________________________________________
 DN5566  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DN5566  DYNAMIC HEIGHT  -        412.921 (meters)     1354.73  (feet) COMP
 DN5566  MODELED GRAVITY -    980,697.8   (mgal)                       NAVD 88
 DN5566
 DN5566  VERT ORDER      -  SECOND    CLASS I
 DN5566
 DN5566.The horizontal coordinates were established by autonomous hand held GPS
 DN5566.observations and have an estimated accuracy of +/- 10 meters.
 DN5566.
 DN5566.The orthometric height was determined by differential leveling and
 DN5566.adjusted in June 2012.
 DN5566
 DN5566.The dynamic height is computed by dividing the NAVD 88
 DN5566.geopotential number by the normal gravity value computed on the
 DN5566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5566.degrees latitude (g = 980.6199 gals.).
 DN5566
 DN5566.The modeled gravity was interpolated from observed gravity values.
 DN5566
 DN5566;                    North         East    Units  Estimated Accuracy
 DN5566;SPC MN N     -   202,145.      762,712.      MT  (+/- 10 meters HH2 GPS)
 DN5566
 DN5566                          SUPERSEDED SURVEY CONTROL
 DN5566
 DN5566.No superseded survey control is available for this station.
 DN5566
 DN5566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5518151756(NAD 83)
 DN5566
 DN5566_MARKER: I = METAL ROD
 DN5566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5566_STAMPING: 3108 AW 2009
 DN5566_MARK LOGO: MNDT  
 DN5566_PROJECTION: RECESSED 5 CENTIMETERS
 DN5566_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5566+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DN5566_ROD/PIPE-DEPTH: 29.0 meters
 DN5566
 DN5566  HISTORY     - Date     Condition        Report By
 DN5566  HISTORY     - 20090401 MONUMENTED       MNDT
 DN5566
 DN5566                          STATION DESCRIPTION
 DN5566
 DN5566'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5566'THE STATION IS LOCATED 14.0 MI (22.5 KM) NORTH OF GRAND RAPIDS.
 DN5566' 
 DN5566'TO REACH THE MARK GO 13.9 MI (22.4 KM) NORTHERLY ALONG TRUNK HIGHWAY
 DN5566'38 FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2 IN GRAND
 DN5566'RAPIDS, AT TRUNK HIGHWAY 38 MILE POINT 13.90.
 DN5566' 
 DN5566'IT IS 37.0 FT (11.3 M) NORTHEAST OF TRUNK HIGHWAY 38, 11.0 FT (3.4 M)
 DN5566'NORTHWEST OF TRACK ROAD THAT DEAD ENDS, 178 FT (54.3 M) NORTH OF
 DN5566'WAYSIDE REST SIGN, 61.0 FT (18.6 M) NORTHWEST OF CHIPPEWA NATIONAL
 DN5566'FOREST SIGN POST, 1.0 FT (0.3 M) SOUTHWEST OF A WITNESS POST.
 DN5566' 
 DN5566'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5566'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5566'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5566'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8117 ***********************************************************************
 DM8117  DESIGNATION -  3108 AX
 DM8117  PID         -  DM8117
 DM8117  STATE/COUNTY-  MN/ITASCA
 DM8117  COUNTRY     -  US
 DM8117  USGS QUAD   -  COHASSET EAST (1969)
 DM8117
 DM8117                         *CURRENT SURVEY CONTROL
 DM8117  ______________________________________________________________________
 DM8117* NAD 83(2007) POSITION- 47 21 55.02654(N) 093 34 49.75481(W)   ADJUSTED  
 DM8117* NAD 83(2007) ELLIP HT-   383.137 (meters)        (06/13/11)   ADJUSTED
 DM8117* NAD 83(2007) EPOCH   -  2002.00
 DM8117* NAVD 88 ORTHO HEIGHT -   412.543  (meters)    1353.48  (feet) ADJUSTED  
 DM8117  ______________________________________________________________________
 DM8117  NAD 83(2007) X  -   -270,296.229 (meters)                     COMP
 DM8117  NAD 83(2007) Y  - -4,319,710.263 (meters)                     COMP
 DM8117  NAD 83(2007) Z  -  4,669,647.990 (meters)                     COMP
 DM8117  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC09
 DM8117  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 DM8117  DYNAMIC HEIGHT  -        412.580 (meters)     1353.61  (feet) COMP
 DM8117  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 DM8117
 DM8117  HORZ ORDER      -  FIRST
 DM8117  VERT ORDER      -  SECOND    CLASS I
 DM8117  ELLP ORDER      -  FOURTH    CLASS I
 DM8117
 DM8117.The horizontal coordinates were established by GPS observations
 DM8117.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8117
 DM8117.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8117.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8117
 DM8117.The horizontal coordinates are valid at the epoch date displayed above
 DM8117.which is a decimal equivalence of Year/Month/Day.
 DM8117
 DM8117.The orthometric height was determined by differential leveling and
 DM8117.adjusted in June 2012.
 DM8117
 DM8117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8117
 DM8117.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8117
 DM8117.The ellipsoidal height was determined by GPS observations
 DM8117.and is referenced to NAD 83.
 DM8117
 DM8117.The dynamic height is computed by dividing the NAVD 88
 DM8117.geopotential number by the normal gravity value computed on the
 DM8117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8117.degrees latitude (g = 980.6199 gals.).
 DM8117
 DM8117.The modeled gravity was interpolated from observed gravity values.
 DM8117
 DM8117. The following values were computed from the NAD 83(2007) position.
 DM8117
 DM8117;                    North         East     Units Scale Factor Converg.
 DM8117;SPC MN N     -   196,309.517   763,708.404   MT  0.99993627   -0 21 22.1
 DM8117;SPC MN N     -   644,058.81  2,505,599.99   sFT  0.99993627   -0 21 22.1
 DM8117;UTM  15      - 5,245,921.572   456,169.849   MT  0.99962361   -0 25 37.4
 DM8117
 DM8117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8117!SPC MN N     -   0.99993995  x   0.99993627  =   0.99987622
 DM8117!UTM  15      -   0.99993995  x   0.99962361  =   0.99956358
 DM8117
 DM8117                          SUPERSEDED SURVEY CONTROL
 DM8117
 DM8117  NAVD 88 (06/13/11)  412.53   (m)         1353.4    (f) LEVELING    3  
 DM8117
 DM8117.Superseded values are not recommended for survey control.
 DM8117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8117.See file dsdata.txt to determine how the superseded data were derived.
 DM8117
 DM8117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5616945921(NAD 83)
 DM8117
 DM8117_MARKER: I = METAL ROD
 DM8117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8117_STAMPING: 3108 AX 2009
 DM8117_MARK LOGO: MNDT  
 DM8117_PROJECTION: RECESSED 8 CENTIMETERS
 DM8117_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8117+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8117_ROD/PIPE-DEPTH: 15.2 meters
 DM8117
 DM8117  HISTORY     - Date     Condition        Report By
 DM8117  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8117  HISTORY     - 20090401 GOOD             MNDT
 DM8117
 DM8117                          STATION DESCRIPTION
 DM8117
 DM8117'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8117'THE MARK IS 10.0 MILES NORTH OF GRAND RAPIDS, 10.0 MILES NORTHERLY
 DM8117'ALONG TRUNK HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK
 DM8117'HIGHWAY 2 IN GRAND RAPIDS, AT TRUNK HIGHWAY 38 MILEPOINT 10.0, 39.7
 DM8117'FEET SOUTHWEST OF TRUNK HIGHWAY 38, 21.5 FEET NORTHWEST OF DRIVEWAY
 DM8117'NUMBER 33625, 61.5 FEET NORTHWEST OF TELEPHONE PEDESTAL NUMBER 17B25,
 DM8117'3.3 FEET NORTHEAST OF WITNESS POST.
 DM8117
 DM8117                          STATION RECOVERY (2009)
 DM8117
 DM8117'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM8117'RECOVERED AS DESCRIBED.
 DM8117' 
 DM8117'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8117'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8117'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8117'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5565 ***********************************************************************
 DN5565  DESIGNATION -  3108 AY
 DN5565  PID         -  DN5565
 DN5565  STATE/COUNTY-  MN/ITASCA
 DN5565  COUNTRY     -  US
 DN5565  USGS QUAD   -  COHASSET EAST (1969)
 DN5565
 DN5565                         *CURRENT SURVEY CONTROL
 DN5565  ______________________________________________________________________
 DN5565* NAD 83(1986) POSITION- 47 18 04.6    (N) 093 32 45.6    (W)   HD_HELD2  
 DN5565* NAVD 88 ORTHO HEIGHT -   397.552  (meters)    1304.30  (feet) ADJUSTED  
 DN5565  ______________________________________________________________________
 DN5565  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 DN5565  DYNAMIC HEIGHT  -        397.586 (meters)     1304.41  (feet) COMP
 DN5565  MODELED GRAVITY -    980,688.4   (mgal)                       NAVD 88
 DN5565
 DN5565  VERT ORDER      -  SECOND    CLASS I
 DN5565
 DN5565.The horizontal coordinates were established by autonomous hand held GPS
 DN5565.observations and have an estimated accuracy of +/- 10 meters.
 DN5565.
 DN5565.The orthometric height was determined by differential leveling and
 DN5565.adjusted in June 2012.
 DN5565
 DN5565.The dynamic height is computed by dividing the NAVD 88
 DN5565.geopotential number by the normal gravity value computed on the
 DN5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5565.degrees latitude (g = 980.6199 gals.).
 DN5565
 DN5565.The modeled gravity was interpolated from observed gravity values.
 DN5565
 DN5565;                    North         East    Units  Estimated Accuracy
 DN5565;SPC MN N     -   189,178.      766,272.      MT  (+/- 10 meters HH2 GPS)
 DN5565
 DN5565                          SUPERSEDED SURVEY CONTROL
 DN5565
 DN5565.No superseded survey control is available for this station.
 DN5565
 DN5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5872338789(NAD 83)
 DN5565
 DN5565_MARKER: I = METAL ROD
 DN5565_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5565_STAMPING: 3108 AY 2008
 DN5565_MARK LOGO: MNDT  
 DN5565_PROJECTION: RECESSED 3 CENTIMETERS
 DN5565_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN5565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5565+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DN5565_ROD/PIPE-DEPTH: 22.9 meters
 DN5565
 DN5565  HISTORY     - Date     Condition        Report By
 DN5565  HISTORY     - 20090401 MONUMENTED       MNDT
 DN5565
 DN5565                          STATION DESCRIPTION
 DN5565
 DN5565'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN5565'THE STATION IS LOCATED 5.0 MI (8.0 KM) NORTH OF GRAND RAPIDS.
 DN5565' 
 DN5565'TO REACH THE MARK GO 5.0 MI (8.0 KM) NORTHERLY ALONG TRUNK HIGHWAY 38
 DN5565'FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2 IN GRAND
 DN5565'RAPIDS, AT TRUNK HIGHWAY 38 MILE POINT 5.0.
 DN5565' 
 DN5565'IT IS 53.4 FT (16.3 M) SOUTHWEST OF TRUNK HIGHWAY 38, 8.5 FT (2.6 M)
 DN5565'NORTHWEST OF ENTRANCE, 2.8 FT (0.9 M) SOUTHEAST OF A WITNESS POST.
 DN5565' 
 DN5565'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN5565'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN5565'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN5565'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8118 ***********************************************************************
 DM8118  DESIGNATION -  3108 AZ
 DM8118  PID         -  DM8118
 DM8118  STATE/COUNTY-  MN/ITASCA
 DM8118  COUNTRY     -  US
 DM8118  USGS QUAD   -  COHASSET EAST (1969)
 DM8118
 DM8118                         *CURRENT SURVEY CONTROL
 DM8118  ______________________________________________________________________
 DM8118* NAD 83(2007) POSITION- 47 17 37.87003(N) 093 32 00.22189(W)   ADJUSTED  
 DM8118* NAD 83(2007) ELLIP HT-   368.641 (meters)        (06/13/11)   ADJUSTED
 DM8118* NAD 83(2007) EPOCH   -  2002.00
 DM8118* NAVD 88 ORTHO HEIGHT -   398.049  (meters)    1305.93  (feet) ADJUSTED  
 DM8118  ______________________________________________________________________
 DM8118  NAD 83(2007) X  -   -267,104.976 (meters)                     COMP
 DM8118  NAD 83(2007) Y  - -4,325,749.619 (meters)                     COMP
 DM8118  NAD 83(2007) Z  -  4,664,254.317 (meters)                     COMP
 DM8118  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 DM8118  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 DM8118  DYNAMIC HEIGHT  -        398.084 (meters)     1306.05  (feet) COMP
 DM8118  MODELED GRAVITY -    980,688.5   (mgal)                       NAVD 88
 DM8118
 DM8118  HORZ ORDER      -  FIRST
 DM8118  VERT ORDER      -  SECOND    CLASS I
 DM8118  ELLP ORDER      -  FOURTH    CLASS I
 DM8118
 DM8118.The horizontal coordinates were established by GPS observations
 DM8118.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8118
 DM8118.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8118.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8118
 DM8118.The horizontal coordinates are valid at the epoch date displayed above
 DM8118.which is a decimal equivalence of Year/Month/Day.
 DM8118
 DM8118.The orthometric height was determined by differential leveling and
 DM8118.adjusted in June 2012.
 DM8118
 DM8118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8118
 DM8118.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8118
 DM8118.The ellipsoidal height was determined by GPS observations
 DM8118.and is referenced to NAD 83.
 DM8118
 DM8118.The dynamic height is computed by dividing the NAVD 88
 DM8118.geopotential number by the normal gravity value computed on the
 DM8118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8118.degrees latitude (g = 980.6199 gals.).
 DM8118
 DM8118.The modeled gravity was interpolated from observed gravity values.
 DM8118
 DM8118. The following values were computed from the NAD 83(2007) position.
 DM8118
 DM8118;                    North         East     Units Scale Factor Converg.
 DM8118;SPC MN N     -   188,347.424   767,220.773   MT  0.99994719   -0 19 16.5
 DM8118;SPC MN N     -   617,936.51  2,517,123.49   sFT  0.99994719   -0 19 16.5
 DM8118;UTM  15      - 5,237,957.693   459,671.254   MT  0.99961999   -0 23 31.1
 DM8118
 DM8118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8118!SPC MN N     -   0.99994222  x   0.99994719  =   0.99988941
 DM8118!UTM  15      -   0.99994222  x   0.99961999  =   0.99956223
 DM8118
 DM8118:                Primary Azimuth Mark                     Grid Az
 DM8118:SPC MN N     -  3108 F                                   167 46 51.5
 DM8118:UTM  15      -  3108 F                                   167 51 06.1
 DM8118
 DM8118|---------------------------------------------------------------------|
 DM8118| PID    Reference Object                     Distance      Geod. Az  |
 DM8118|                                                           dddmmss.s |
 DM8118| SJ2272 3108 F                              APPROX. 1.4 KM 1672735.0 |
 DM8118|---------------------------------------------------------------------|
 DM8118
 DM8118                          SUPERSEDED SURVEY CONTROL
 DM8118
 DM8118  NAVD 88 (06/13/11)  398.05   (m)         1305.9    (f) LEVELING    3  
 DM8118
 DM8118.Superseded values are not recommended for survey control.
 DM8118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8118.See file dsdata.txt to determine how the superseded data were derived.
 DM8118
 DM8118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5967137957(NAD 83)
 DM8118
 DM8118_MARKER: I = METAL ROD
 DM8118_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8118_STAMPING: 3108 AZ 2009
 DM8118_MARK LOGO: MNDT  
 DM8118_PROJECTION: RECESSED 3 CENTIMETERS
 DM8118_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8118+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8118_ROD/PIPE-DEPTH: 21.3 meters
 DM8118
 DM8118  HISTORY     - Date     Condition        Report By
 DM8118  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8118  HISTORY     - 20090401 GOOD             MNDT
 DM8118
 DM8118                          STATION DESCRIPTION
 DM8118
 DM8118'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8118'THE MARK IS 4.0 MILES NORTH OF GRAND RAPIDS, 4.2 MILES NORTHERLY ALONG
 DM8118'TRUNK HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2
 DM8118'IN GRAND RAPIDS, AT TRUNK HIGHWAY 38 MILEPOINT 4.2, 47.9 FEET
 DM8118'NORTHEAST OF TRUNK HIGHWAY 38, 198.2 FEET SOUTHEAST OF PINE RIDGE
 DM8118'ROAD, 8.5 FEET NORTHWEST OF BIKE PATH, 29.5 FEET NORTHWEST OF BALL
 DM8118'FIELD FENCE, 29.0 FEET WEST OF WITNESS POST.
 DM8118
 DM8118                          STATION RECOVERY (2009)
 DM8118
 DM8118'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM8118'RECOVERED AS DESCRIBED.
 DM8118' 
 DM8118'THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER ALUMINUM ROD
 DM8118'DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK REMOVABLE DISK SET
 DM8118'ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DM8118'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2273 ***********************************************************************
 SJ2273  DESIGNATION -  3108 B
 SJ2273  PID         -  SJ2273
 SJ2273  STATE/COUNTY-  MN/ITASCA
 SJ2273  COUNTRY     -  US
 SJ2273  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ2273
 SJ2273                         *CURRENT SURVEY CONTROL
 SJ2273  ______________________________________________________________________
 SJ2273* NAD 83(1986) POSITION- 47 14 54.0    (N) 093 31 58.0    (W)   HD_HELD2  
 SJ2273* NAVD 88 ORTHO HEIGHT -   393.723  (meters)    1291.74  (feet) ADJUSTED  
 SJ2273  ______________________________________________________________________
 SJ2273  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 SJ2273  DYNAMIC HEIGHT  -        393.757 (meters)     1291.85  (feet) COMP
 SJ2273  MODELED GRAVITY -    980,687.6   (mgal)                       NAVD 88
 SJ2273
 SJ2273  VERT ORDER      -  SECOND    CLASS I
 SJ2273
 SJ2273.The horizontal coordinates were established by autonomous hand held GPS
 SJ2273.observations and have an estimated accuracy of +/- 10 meters.
 SJ2273.
 SJ2273.The orthometric height was determined by differential leveling and
 SJ2273.adjusted in June 1991.
 SJ2273
 SJ2273.Photographs are available for this station.
 SJ2273
 SJ2273.The dynamic height is computed by dividing the NAVD 88
 SJ2273.geopotential number by the normal gravity value computed on the
 SJ2273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2273.degrees latitude (g = 980.6199 gals.).
 SJ2273
 SJ2273.The modeled gravity was interpolated from observed gravity values.
 SJ2273
 SJ2273;                    North         East    Units  Estimated Accuracy
 SJ2273;SPC MN N     -   183,287.      767,239.      MT  (+/- 10 meters HH2 GPS)
 SJ2273
 SJ2273                          SUPERSEDED SURVEY CONTROL
 SJ2273
 SJ2273.No superseded survey control is available for this station.
 SJ2273
 SJ2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5968332898(NAD 83)
 SJ2273
 SJ2273_MARKER: DV = VERTICAL CONTROL DISK
 SJ2273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2273_SP_SET: COPPER-CLAD STEEL ROD
 SJ2273_STAMPING: 3108 B 1979
 SJ2273_MARK LOGO: MNDT  
 SJ2273_PROJECTION: FLUSH
 SJ2273_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2273+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2273
 SJ2273  HISTORY     - Date     Condition        Report By
 SJ2273  HISTORY     - 19790401 MONUMENTED       MNDT
 SJ2273  HISTORY     - 20041022 GOOD             GEOCAC
 SJ2273  HISTORY     - 20080717 GOOD             MNDT
 SJ2273
 SJ2273                          STATION DESCRIPTION
 SJ2273
 SJ2273'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2273'0.85 MI NORTH FROM GRAND RAPIDS.
 SJ2273'THE MARK IS LOCATED ABOUT 0.85 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2273'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK
 SJ2273'HIGHWAY MILE POINT 0.85 IN THE NW 1/4 OF SECTION 16, T55N, R25W.  THE
 SJ2273'MARK IS 72 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 SJ2273'HIGHWAY 38 WHICH IS THIRD AVENUE, 90 FEET NORTH OF 14TH STREET, 76.3
 SJ2273'FEET NORTHWEST OF A FIRE HYDRANT, 54.3 FEET NORTHWEST OF A BURIED
 SJ2273'TELEPHONE CABLE BOX NUMBERED SP2, 44.4 FEET NORTHWEST OF A POWER
 SJ2273'POLE, 18 FEET EAST OF THE SOUTHEAST CORNER OF A WOOD FENCE AT THE
 SJ2273'AMERICAN LEGION BALL PARK AND 1.1 FEET EAST OF A STEEL WITNESS POST.
 SJ2273'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3108 B
 SJ2273'1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 90 FOOT LONG
 SJ2273'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE
 SJ2273'GROUND.
 SJ2273
 SJ2273                          STATION RECOVERY (2004)
 SJ2273
 SJ2273'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ2273'RECOVERED IN GOOD CONDITION.
 SJ2273
 SJ2273                          STATION RECOVERY (2008)
 SJ2273
 SJ2273'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2273'THE STATION IS LOCATED IN GRAND RAPIDS.
 SJ2273' 
 SJ2273'TO REACH THE MARK GO 0.85 MI (1.4 KM) NORTH OF THE JUNCTION OF TRUNK
 SJ2273'HIGHWAY 38 AND TRUNK HIGHWAY 2.
 SJ2273' 
 SJ2273'IT IS 72 FT (21.9 M) WEST OF TRUNK HIGHWAY 38, 90 FT (27.4 M) NORTH OF
 SJ2273'14TH STREET, 76.3 FT (23.3 M) NORTHWEST OF FIRE HYDRANT, 1.1 FT (0.3
 SJ2273'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2274 ***********************************************************************
 SJ2274  DESIGNATION -  3108 C
 SJ2274  PID         -  SJ2274
 SJ2274  STATE/COUNTY-  MN/ITASCA
 SJ2274  COUNTRY     -  US
 SJ2274  USGS QUAD   -  COHASSET EAST (1969)
 SJ2274
 SJ2274                         *CURRENT SURVEY CONTROL
 SJ2274  ______________________________________________________________________
 SJ2274* NAD 83(2007) POSITION- 47 15 16.01996(N) 093 31 38.72346(W)   ADJUSTED  
 SJ2274* NAD 83(2007) ELLIP HT-   367.456 (meters)        (06/13/11)   ADJUSTED
 SJ2274* NAD 83(2007) EPOCH   -  2002.00
 SJ2274* NAVD 88 ORTHO HEIGHT -   396.788  (meters)    1301.80  (feet) ADJUSTED  
 SJ2274  ______________________________________________________________________
 SJ2274  NAD 83(2007) X  -   -266,852.070 (meters)                     COMP
 SJ2274  NAD 83(2007) Y  - -4,328,988.787 (meters)                     COMP
 SJ2274  NAD 83(2007) Z  -  4,661,281.041 (meters)                     COMP
 SJ2274  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 SJ2274  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 SJ2274  DYNAMIC HEIGHT  -        396.822 (meters)     1301.91  (feet) COMP
 SJ2274  MODELED GRAVITY -    980,688.2   (mgal)                       NAVD 88
 SJ2274
 SJ2274  HORZ ORDER      -  FIRST
 SJ2274  VERT ORDER      -  SECOND    CLASS I
 SJ2274  ELLP ORDER      -  FOURTH    CLASS I
 SJ2274
 SJ2274.The horizontal coordinates were established by GPS observations
 SJ2274.and adjusted by the MN DEPT OF TRANSP in June 2011.
 SJ2274
 SJ2274.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ2274.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ2274
 SJ2274.The horizontal coordinates are valid at the epoch date displayed above
 SJ2274.which is a decimal equivalence of Year/Month/Day.
 SJ2274
 SJ2274.The orthometric height was determined by differential leveling and
 SJ2274.adjusted in June 1991.
 SJ2274
 SJ2274.Photographs are available for this station.
 SJ2274
 SJ2274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ2274
 SJ2274.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ2274
 SJ2274.The ellipsoidal height was determined by GPS observations
 SJ2274.and is referenced to NAD 83.
 SJ2274
 SJ2274.The dynamic height is computed by dividing the NAVD 88
 SJ2274.geopotential number by the normal gravity value computed on the
 SJ2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2274.degrees latitude (g = 980.6199 gals.).
 SJ2274
 SJ2274.The modeled gravity was interpolated from observed gravity values.
 SJ2274
 SJ2274. The following values were computed from the NAD 83(2007) position.
 SJ2274
 SJ2274;                    North         East     Units Scale Factor Converg.
 SJ2274;SPC MN N     -   183,964.540   767,648.215   MT  0.99995387   -0 19 00.5
 SJ2274;SPC MN N     -   603,556.99  2,518,525.85   sFT  0.99995387   -0 19 00.5
 SJ2274;UTM  15      - 5,233,575.735   460,093.154   MT  0.99961957   -0 23 14.4
 SJ2274
 SJ2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ2274!SPC MN N     -   0.99994241  x   0.99995387  =   0.99989628
 SJ2274!UTM  15      -   0.99994241  x   0.99961957  =   0.99956200
 SJ2274
 SJ2274                          SUPERSEDED SURVEY CONTROL
 SJ2274
 SJ2274  NAVD 88 (06/13/11)  396.79   (m)         1301.8    (f) LEVELING    3  
 SJ2274
 SJ2274.Superseded values are not recommended for survey control.
 SJ2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2274.See file dsdata.txt to determine how the superseded data were derived.
 SJ2274
 SJ2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6009333575(NAD 83)
 SJ2274
 SJ2274_MARKER: DV = VERTICAL CONTROL DISK
 SJ2274_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SJ2274_SP_SET: SLAB
 SJ2274_STAMPING: 3108 C 1979
 SJ2274_MARK LOGO: MNDT  
 SJ2274_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ2274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ2274+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2274
 SJ2274  HISTORY     - Date     Condition        Report By
 SJ2274  HISTORY     - 19790401 MONUMENTED       MNDT
 SJ2274  HISTORY     - 20041022 GOOD             GEOCAC
 SJ2274  HISTORY     - 20080717 GOOD             MNDT
 SJ2274  HISTORY     - 20080717 GOOD             MNDT
 SJ2274
 SJ2274                          STATION DESCRIPTION
 SJ2274
 SJ2274'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2274'1.4 MI NORTH FROM GRAND RAPIDS.
 SJ2274'THE MARK IS LOCATED ABOUT 1.4 MILES NORTH ALONG TRUNK HIGHWAY 38 FROM
 SJ2274'ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK HIGHWAY
 SJ2274'MILE POINT 1.3 IN THE SW 1/4 OF SECTION 9, T55N, R25W.  THE MARK IS
 SJ2274'96 FEET SOUTH OF A FIRE HYDRANT, 69 FEET SOUTHEAST OF A 24 INCH WHITE
 SJ2274'PINE TREE, 28.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 SJ2274'TRUNK HIGHWAY 38 IN THE EAST EDGE OF A 7 FOOT DIAMETER CONCRETE COVER
 SJ2274'OF MCKINNEY LAKE SEWER AND WATER LIFT STATION NUMBER 2.  THE MARK, A
 SJ2274'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3108 C 1979---, IS
 SJ2274'SET IN A DRILL HOLE IN THE COVER OF THE LIFT STATION.
 SJ2274
 SJ2274                          STATION RECOVERY (2004)
 SJ2274
 SJ2274'RECOVERY NOTE BY GEOCACHING 2004 (MLW)
 SJ2274'RECOVERED IN GOOD CONDITION.
 SJ2274
 SJ2274                          STATION RECOVERY (2008)
 SJ2274
 SJ2274'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2274'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ2274'THE MARK IS IN GRAND RAPIDS, 1.4 MILES NORTH ON TRUNK HIGHWAY 38 FROM
 SJ2274'JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2, 28.5 FEET WEST OF
 SJ2274'TRUNK HIGHWAY 38, IN EAST EDGE OF COVER OF SEWER AND WATER LIFT
 SJ2274'STATION 2, 96 FEET SOUTH OF FIRE HYDRANT, 69 FEET SOUTHEAST OF 24 INCH
 SJ2274'PINE TREE.
 SJ2274
 SJ2274                          STATION RECOVERY (2008)
 SJ2274
 SJ2274'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2274'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2271 ***********************************************************************
 SJ2271  DESIGNATION -  3108 D
 SJ2271  PID         -  SJ2271
 SJ2271  STATE/COUNTY-  MN/ITASCA
 SJ2271  COUNTRY     -  US
 SJ2271  USGS QUAD   -  COHASSET EAST (1969)
 SJ2271
 SJ2271                         *CURRENT SURVEY CONTROL
 SJ2271  ______________________________________________________________________
 SJ2271* NAD 83(1986) POSITION- 47 15 44.0    (N) 093 32 00.0    (W)   HD_HELD2  
 SJ2271* NAVD 88 ORTHO HEIGHT -   409.845  (meters)    1344.63  (feet) ADJUSTED  
 SJ2271  ______________________________________________________________________
 SJ2271  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 SJ2271  DYNAMIC HEIGHT  -        409.881 (meters)     1344.75  (feet) COMP
 SJ2271  MODELED GRAVITY -    980,688.1   (mgal)                       NAVD 88
 SJ2271
 SJ2271  VERT ORDER      -  SECOND    CLASS I
 SJ2271
 SJ2271.The horizontal coordinates were established by autonomous hand held GPS
 SJ2271.observations and have an estimated accuracy of +/- 10 meters.
 SJ2271.
 SJ2271.The orthometric height was determined by differential leveling and
 SJ2271.adjusted in June 1991.
 SJ2271
 SJ2271.Photographs are available for this station.
 SJ2271
 SJ2271.The dynamic height is computed by dividing the NAVD 88
 SJ2271.geopotential number by the normal gravity value computed on the
 SJ2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2271.degrees latitude (g = 980.6199 gals.).
 SJ2271
 SJ2271.The modeled gravity was interpolated from observed gravity values.
 SJ2271
 SJ2271;                    North         East    Units  Estimated Accuracy
 SJ2271;SPC MN N     -   184,831.      767,206.      MT  (+/- 10 meters HH2 GPS)
 SJ2271
 SJ2271                          SUPERSEDED SURVEY CONTROL
 SJ2271
 SJ2271.No superseded survey control is available for this station.
 SJ2271
 SJ2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5965134442(NAD 83)
 SJ2271
 SJ2271_MARKER: DV = VERTICAL CONTROL DISK
 SJ2271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2271_SP_SET: COPPER-CLAD STEEL ROD
 SJ2271_STAMPING: 3108 D 1979
 SJ2271_MARK LOGO: MNDT  
 SJ2271_PROJECTION: PROJECTING 5 CENTIMETERS
 SJ2271_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2271+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 SJ2271
 SJ2271  HISTORY     - Date     Condition        Report By
 SJ2271  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2271  HISTORY     - 20080611 GOOD             MNDT
 SJ2271
 SJ2271                          STATION DESCRIPTION
 SJ2271
 SJ2271'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2271'1.75 MI NORTH FROM GRAND RAPIDS.
 SJ2271'THE MARK IS LOCATED ABOUT 2.05 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2271'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK
 SJ2271'HIGHWAY 38 MILE POINT 2.05 IN THE NE 1/4 OF SECTION 8, T55N, R25W.
 SJ2271'THE MARK IS LOCATED 77.3 FEET WEST OF AND ABOUT 5 FEET LOWER THAN THE
 SJ2271'CENTERLINE OF TRUNK HIGHWAY 38, 26 FEET WEST OF THE CENTER OF THE
 SJ2271'STREET, 43 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 134 FEET SOUTH OF
 SJ2271'A BURIED TELEPHONE CABLE BOX NUMBERED 2902AC AND 0.7 FOOT EAST OF A
 SJ2271'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 SJ2271'DISK STAMPED---3108 D 1979---, IS CRIMPED TO THE TOP OF A 5/8 INCH
 SJ2271'DIAMETER BY 38 FOOT LONG COPPER-CLAD STEEL ROD THAT PROJECTS ABOUT 2
 SJ2271'INCHES ABOVE THE SURFACE OF THE GROUND.
 SJ2271
 SJ2271                          STATION RECOVERY (2008)
 SJ2271
 SJ2271'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2269 ***********************************************************************
 SJ2269  DESIGNATION -  3108 E
 SJ2269  PID         -  SJ2269
 SJ2269  STATE/COUNTY-  MN/ITASCA
 SJ2269  COUNTRY     -  US
 SJ2269  USGS QUAD   -  COHASSET EAST (1969)
 SJ2269
 SJ2269                         *CURRENT SURVEY CONTROL
 SJ2269  ______________________________________________________________________
 SJ2269* NAD 83(1986) POSITION- 47 16 45.0    (N) 093 32 03.0    (W)   HD_HELD2  
 SJ2269* NAVD 88 ORTHO HEIGHT -   404.414  (meters)    1326.81  (feet) ADJUSTED  
 SJ2269  ______________________________________________________________________
 SJ2269  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 SJ2269  DYNAMIC HEIGHT  -        404.449 (meters)     1326.93  (feet) COMP
 SJ2269  MODELED GRAVITY -    980,688.4   (mgal)                       NAVD 88
 SJ2269
 SJ2269  VERT ORDER      -  SECOND    CLASS I
 SJ2269
 SJ2269.The horizontal coordinates were established by autonomous hand held GPS
 SJ2269.observations and have an estimated accuracy of +/- 10 meters.
 SJ2269.
 SJ2269.The orthometric height was determined by differential leveling and
 SJ2269.adjusted in June 1991.
 SJ2269
 SJ2269.Photographs are available for this station.
 SJ2269
 SJ2269.The dynamic height is computed by dividing the NAVD 88
 SJ2269.geopotential number by the normal gravity value computed on the
 SJ2269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2269.degrees latitude (g = 980.6199 gals.).
 SJ2269
 SJ2269.The modeled gravity was interpolated from observed gravity values.
 SJ2269
 SJ2269;                    North         East    Units  Estimated Accuracy
 SJ2269;SPC MN N     -   186,715.      767,153.      MT  (+/- 10 meters HH2 GPS)
 SJ2269
 SJ2269                          SUPERSEDED SURVEY CONTROL
 SJ2269
 SJ2269.No superseded survey control is available for this station.
 SJ2269
 SJ2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5960136326(NAD 83)
 SJ2269
 SJ2269_MARKER: DV = VERTICAL CONTROL DISK
 SJ2269_SETTING: 66 = SET IN ROCK OUTCROP
 SJ2269_SP_SET: LEDGE ROCK
 SJ2269_STAMPING: 3108 E 1979
 SJ2269_MARK LOGO: MNDT  
 SJ2269_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ2269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SJ2269+STABILITY: POSITION/ELEVATION WELL
 SJ2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2269+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2269
 SJ2269  HISTORY     - Date     Condition        Report By
 SJ2269  HISTORY     - 19790401 MONUMENTED       MNDT
 SJ2269  HISTORY     - 20080717 GOOD             MNDT
 SJ2269
 SJ2269                          STATION DESCRIPTION
 SJ2269
 SJ2269'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2269'3.2 MI NORTH FROM GRAND RAPIDS.
 SJ2269'THE MARK IS LOCATED ABOUT 3.2 MILES NORTH ALONG TRUNK HIGHWAY 38 FROM
 SJ2269'ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS AND IS IN THE NE
 SJ2269'1/4 OF SECTION 5, T55N, R25W NEAR TRUNK HIGHWAY 38 MILE POINT 3.2.
 SJ2269'THE MARK IS 55.5 FEET WEST OF AND ABOUT 2 FEET BELOW THE CENTERLINE
 SJ2269'OF TRUNK HIGHWAY 38, 27 FEET WEST OF A POWER POLE AND IN A 6 FOOT BY
 SJ2269'10 FOOT PIECE OF LEDGE ROCK.  THE MARK, A STANDARD MNDT VERTICAL
 SJ2269'CONTROL MARK DISK STAMPED---3108 E 1979---, IS SET IN A DRILL HOLE IN
 SJ2269'THE LEDGE ROCK.
 SJ2269
 SJ2269                          STATION RECOVERY (2008)
 SJ2269
 SJ2269'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2269'THE STATIONS LOCATED 3.2 MI (5.1 KM) NORTH OF GRAND RAPIDS.
 SJ2269' 
 SJ2269'TO REACH THE MARK GO 3.2 MI (5.1 KM) NORTH ON TRUNK HIGHWAY 38 FROM
 SJ2269'THE JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2 IN GRAND RAPIDS.
 SJ2269' 
 SJ2269'IT IS 55.5 FT (16.9 M) WEST OF TRUNK HIGHWAY 38.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2272 ***********************************************************************
 SJ2272  DESIGNATION -  3108 F
 SJ2272  PID         -  SJ2272
 SJ2272  STATE/COUNTY-  MN/ITASCA
 SJ2272  COUNTRY     -  US
 SJ2272  USGS QUAD   -  COHASSET EAST (1969)
 SJ2272
 SJ2272                         *CURRENT SURVEY CONTROL
 SJ2272  ______________________________________________________________________
 SJ2272* NAD 83(2007) POSITION- 47 16 55.11601(N) 093 31 46.24703(W)   ADJUSTED  
 SJ2272* NAD 83(2007) ELLIP HT-   370.729 (meters)        (06/13/11)   ADJUSTED
 SJ2272* NAD 83(2007) EPOCH   -  2002.00
 SJ2272* NAVD 88 ORTHO HEIGHT -   400.116  (meters)    1312.71  (feet) ADJUSTED  
 SJ2272  ______________________________________________________________________
 SJ2272  NAD 83(2007) X  -   -266,871.712 (meters)                     COMP
 SJ2272  NAD 83(2007) Y  - -4,326,737.488 (meters)                     COMP
 SJ2272  NAD 83(2007) Z  -  4,663,360.190 (meters)                     COMP
 SJ2272  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC09
 SJ2272  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 SJ2272  DYNAMIC HEIGHT  -        400.151 (meters)     1312.83  (feet) COMP
 SJ2272  MODELED GRAVITY -    980,688.6   (mgal)                       NAVD 88
 SJ2272
 SJ2272  HORZ ORDER      -  FIRST
 SJ2272  VERT ORDER      -  SECOND    CLASS I
 SJ2272  ELLP ORDER      -  FOURTH    CLASS I
 SJ2272
 SJ2272.The horizontal coordinates were established by GPS observations
 SJ2272.and adjusted by the MN DEPT OF TRANSP in June 2011.
 SJ2272
 SJ2272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ2272.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ2272
 SJ2272.The horizontal coordinates are valid at the epoch date displayed above
 SJ2272.which is a decimal equivalence of Year/Month/Day.
 SJ2272
 SJ2272.The orthometric height was determined by differential leveling and
 SJ2272.adjusted in June 1991.
 SJ2272
 SJ2272.Photographs are available for this station.
 SJ2272
 SJ2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ2272
 SJ2272.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ2272
 SJ2272.The ellipsoidal height was determined by GPS observations
 SJ2272.and is referenced to NAD 83.
 SJ2272
 SJ2272.The dynamic height is computed by dividing the NAVD 88
 SJ2272.geopotential number by the normal gravity value computed on the
 SJ2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2272.degrees latitude (g = 980.6199 gals.).
 SJ2272
 SJ2272.The modeled gravity was interpolated from observed gravity values.
 SJ2272
 SJ2272. The following values were computed from the NAD 83(2007) position.
 SJ2272
 SJ2272;                    North         East     Units Scale Factor Converg.
 SJ2272;SPC MN N     -   187,025.530   767,507.037   MT  0.99994916   -0 19 06.1
 SJ2272;SPC MN N     -   613,599.59  2,518,062.67   sFT  0.99994916   -0 19 06.1
 SJ2272;UTM  15      - 5,236,635.880   459,955.792   MT  0.99961971   -0 23 20.5
 SJ2272
 SJ2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ2272!SPC MN N     -   0.99994189  x   0.99994916  =   0.99989106
 SJ2272!UTM  15      -   0.99994189  x   0.99961971  =   0.99956163
 SJ2272
 SJ2272:                Primary Azimuth Mark                     Grid Az
 SJ2272:SPC MN N     -  3108 AZ                                  347 46 51.4
 SJ2272:UTM  15      -  3108 AZ                                  347 51 05.8
 SJ2272
 SJ2272|---------------------------------------------------------------------|
 SJ2272| PID    Reference Object                     Distance      Geod. Az  |
 SJ2272|                                                           dddmmss.s |
 SJ2272| DM8118 3108 AZ                             APPROX. 1.4 KM 3472745.3 |
 SJ2272|---------------------------------------------------------------------|
 SJ2272
 SJ2272                          SUPERSEDED SURVEY CONTROL
 SJ2272
 SJ2272  NAVD 88 (06/13/11)  400.12   (m)         1312.7    (f) LEVELING    3  
 SJ2272
 SJ2272.Superseded values are not recommended for survey control.
 SJ2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2272.See file dsdata.txt to determine how the superseded data were derived.
 SJ2272
 SJ2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5995536635(NAD 83)
 SJ2272
 SJ2272_MARKER: DV = VERTICAL CONTROL DISK
 SJ2272_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 SJ2272_SP_SET: ROCK
 SJ2272_STAMPING: 3108 F 1979
 SJ2272_MARK LOGO: MNDT  
 SJ2272_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ2272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ2272+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 SJ2272
 SJ2272  HISTORY     - Date     Condition        Report By
 SJ2272  HISTORY     - 19790401 MONUMENTED       MNDT
 SJ2272  HISTORY     - 20080611 GOOD             MNDT
 SJ2272  HISTORY     - 20080611 GOOD             MNDT
 SJ2272
 SJ2272                          STATION DESCRIPTION
 SJ2272
 SJ2272'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2272'3.2 MI NORTH FROM GRAND RAPIDS.
 SJ2272'THE MARK IS LOCATED ABOUT 3.4 MILES NORTH ALONG TRUNK HIGHWAY 38 FROM
 SJ2272'ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS, THENCE 0.2 MILES
 SJ2272'FROM A POINT NEAR TRUNK HIGHWAY 38 MILE POINT 3.4 ALONG COUNTY ROAD
 SJ2272'61 TO A POINT IN THE NW 1/4 OF SECTION 4, T55N, R25W.  THE MARK IS 48
 SJ2272'FEET SOUTH OF AND ABOUT 3 FEET ABOVE THE CENTERLINE OF COUNTY ROAD 61
 SJ2272'IN A 6 FOOT BY 8 FOOT SLAB OF LEDGE ROCK AND 1.9 FEET NORTH OF A
 SJ2272'STEEL WITNESS POST.  THE MARK A STANDARD MNDT VERTICAL CONTROL MARK
 SJ2272'DISK STAMPED---3108 F 1979---, IS SET IN A DRILL HOLE IN THE LEDGE
 SJ2272'ROCK.
 SJ2272
 SJ2272                          STATION RECOVERY (2008)
 SJ2272
 SJ2272'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2272'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ2272'THE MARK IS 3.2 MILES NORTH OF GRAND RAPIDS, 3.4 MILES NORTH ALONG
 SJ2272'TRUNK HIGHWAY 38 FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND
 SJ2272'RAPIDS, 0.2 MILE FROM JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 61,
 SJ2272'48 FEET SOUTH OF COUNTY ROAD 61, 1.9 FEET NORTH OF WITNESS POST.  MARK
 SJ2272'IS IN A 6 FOOT BY 8 FOOT SLAB OF LEDGE ROCK.
 SJ2272
 SJ2272                          STATION RECOVERY (2008)
 SJ2272
 SJ2272'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2272'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2276 ***********************************************************************
 SJ2276  DESIGNATION -  3108 L
 SJ2276  PID         -  SJ2276
 SJ2276  STATE/COUNTY-  MN/ITASCA
 SJ2276  COUNTRY     -  US
 SJ2276  USGS QUAD   -  COHASSET EAST (1969)
 SJ2276
 SJ2276                         *CURRENT SURVEY CONTROL
 SJ2276  ______________________________________________________________________
 SJ2276* NAD 83(2007) POSITION- 47 19 34.13046(N) 093 34 13.10119(W)   ADJUSTED  
 SJ2276* NAD 83(2007) ELLIP HT-   375.530 (meters)        (06/13/11)   ADJUSTED
 SJ2276* NAD 83(2007) EPOCH   -  2002.00
 SJ2276* NAVD 88 ORTHO HEIGHT -   404.936  (meters)    1328.53  (feet) ADJUSTED  
 SJ2276  ______________________________________________________________________
 SJ2276  NAD 83(2007) X  -   -269,727.579 (meters)                     COMP
 SJ2276  NAD 83(2007) Y  - -4,322,947.209 (meters)                     COMP
 SJ2276  NAD 83(2007) Z  -  4,666,693.933 (meters)                     COMP
 SJ2276  LAPLACE CORR    -         -3.14  (seconds)                    DEFLEC09
 SJ2276  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 SJ2276  DYNAMIC HEIGHT  -        404.972 (meters)     1328.65  (feet) COMP
 SJ2276  MODELED GRAVITY -    980,689.3   (mgal)                       NAVD 88
 SJ2276
 SJ2276  HORZ ORDER      -  FIRST
 SJ2276  VERT ORDER      -  SECOND    CLASS I
 SJ2276  ELLP ORDER      -  FOURTH    CLASS I
 SJ2276
 SJ2276.The horizontal coordinates were established by GPS observations
 SJ2276.and adjusted by the MN DEPT OF TRANSP in June 2011.
 SJ2276
 SJ2276.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ2276.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ2276
 SJ2276.The horizontal coordinates are valid at the epoch date displayed above
 SJ2276.which is a decimal equivalence of Year/Month/Day.
 SJ2276
 SJ2276.The orthometric height was determined by differential leveling and
 SJ2276.adjusted in June 1991.
 SJ2276
 SJ2276.Photographs are available for this station.
 SJ2276
 SJ2276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ2276
 SJ2276.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ2276
 SJ2276.The ellipsoidal height was determined by GPS observations
 SJ2276.and is referenced to NAD 83.
 SJ2276
 SJ2276.The dynamic height is computed by dividing the NAVD 88
 SJ2276.geopotential number by the normal gravity value computed on the
 SJ2276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2276.degrees latitude (g = 980.6199 gals.).
 SJ2276
 SJ2276.The modeled gravity was interpolated from observed gravity values.
 SJ2276
 SJ2276. The following values were computed from the NAD 83(2007) position.
 SJ2276
 SJ2276;                    North         East     Units Scale Factor Converg.
 SJ2276;SPC MN N     -   191,953.887   764,450.944   MT  0.99994207   -0 20 55.0
 SJ2276;SPC MN N     -   629,768.71  2,508,036.14   sFT  0.99994207   -0 20 55.0
 SJ2276;UTM  15      - 5,241,566.404   456,906.772   MT  0.99962282   -0 25 09.5
 SJ2276
 SJ2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ2276!SPC MN N     -   0.99994114  x   0.99994207  =   0.99988321
 SJ2276!UTM  15      -   0.99994114  x   0.99962282  =   0.99956398
 SJ2276
 SJ2276                          SUPERSEDED SURVEY CONTROL
 SJ2276
 SJ2276  NAVD 88 (06/13/11)  404.93   (m)         1328.5    (f) LEVELING    3  
 SJ2276
 SJ2276.Superseded values are not recommended for survey control.
 SJ2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2276.See file dsdata.txt to determine how the superseded data were derived.
 SJ2276
 SJ2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5690641566(NAD 83)
 SJ2276
 SJ2276_MARKER: DV = VERTICAL CONTROL DISK
 SJ2276_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2276_SP_SET: COPPER-CLAD STEEL ROD
 SJ2276_STAMPING: 3108 L 1979
 SJ2276_MARK LOGO: MNDT  
 SJ2276_PROJECTION: FLUSH
 SJ2276_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ2276+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2276
 SJ2276  HISTORY     - Date     Condition        Report By
 SJ2276  HISTORY     - 19790401 MONUMENTED       MNDT
 SJ2276  HISTORY     - 20050609 GOOD             MNDT
 SJ2276  HISTORY     - 20080717 GOOD             MNDT
 SJ2276  HISTORY     - 20080717 GOOD             MNDT
 SJ2276
 SJ2276                          STATION DESCRIPTION
 SJ2276
 SJ2276'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2276'6.6 MI NORTH FROM GRAND RAPIDS.
 SJ2276'THE MARK IS LOCATED ABOUT 7.2 MILES NORTH ALONG TRUNK HIGHWAY 38 FROM
 SJ2276'ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK HIGHWAY
 SJ2276'38 MILE POINT 7.2 IN THE SW 1/4 OF SECTION 18, T56N, R25W.  THE MARK
 SJ2276'IS 50.5 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 SJ2276'HIGHWAY 38, 46 FEET NORTHWEST OF A 10 INCH NORWAY PINE, 42 FEET
 SJ2276'EAST-SOUTHEAST OF A POWER POLE, 37.7 FEET SOUTHWEST OF AN 8 INCH
 SJ2276'SPRUCE, 17 FEET WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND
 SJ2276'0.7 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 SJ2276'VERTICAL CONTROL MARK DISK STAMPED---3108 L 1979---, CRIMPED TO THE
 SJ2276'TOP OF A 5/8 INCH DIAMETER BY 72 FOOT LONG COPPER-CLAD STEEL ROD
 SJ2276'DRIVEN TO REFUSAL THAT IS FLUSH WITH THE GROUND.
 SJ2276
 SJ2276                          STATION RECOVERY (2005)
 SJ2276
 SJ2276'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 SJ2276'RECOVERED AS DESCRIBED.
 SJ2276
 SJ2276                          STATION RECOVERY (2008)
 SJ2276
 SJ2276'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2276'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ2276'THE MARK IS 6.6 MILES NORTH OF GRAND RAPIDS, 7.2 MILES NORTH ON TRUNK
 SJ2276'HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2 IN
 SJ2276'GRAND RAPIDS, 50.5 FEET WEST OF TRUNK HIGHWAY 38, AT TRUNK HIGHWAY 38
 SJ2276'MILEPOINT 7.2, 0.7 FOOT EAST OF WITNESS POST.
 SJ2276
 SJ2276                          STATION RECOVERY (2008)
 SJ2276
 SJ2276'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2276'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2277 ***********************************************************************
 SJ2277  DESIGNATION -  3108 M
 SJ2277  PID         -  SJ2277
 SJ2277  STATE/COUNTY-  MN/ITASCA
 SJ2277  COUNTRY     -  US
 SJ2277  USGS QUAD   -  COHASSET EAST (1969)
 SJ2277
 SJ2277                         *CURRENT SURVEY CONTROL
 SJ2277  ______________________________________________________________________
 SJ2277* NAD 83(1986) POSITION- 47 20 38.0    (N) 093 34 19.0    (W)   HD_HELD2  
 SJ2277* NAVD 88 ORTHO HEIGHT -   403.471  (meters)    1323.72  (feet) ADJUSTED  
 SJ2277  ______________________________________________________________________
 SJ2277  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 SJ2277  DYNAMIC HEIGHT  -        403.507 (meters)     1323.84  (feet) COMP
 SJ2277  MODELED GRAVITY -    980,690.3   (mgal)                       NAVD 88
 SJ2277
 SJ2277  VERT ORDER      -  SECOND    CLASS I
 SJ2277
 SJ2277.The horizontal coordinates were established by autonomous hand held GPS
 SJ2277.observations and have an estimated accuracy of +/- 10 meters.
 SJ2277.
 SJ2277.The orthometric height was determined by differential leveling and
 SJ2277.adjusted in June 1991.
 SJ2277
 SJ2277.Photographs are available for this station.
 SJ2277
 SJ2277.The dynamic height is computed by dividing the NAVD 88
 SJ2277.geopotential number by the normal gravity value computed on the
 SJ2277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2277.degrees latitude (g = 980.6199 gals.).
 SJ2277
 SJ2277.The modeled gravity was interpolated from observed gravity values.
 SJ2277
 SJ2277;                    North         East    Units  Estimated Accuracy
 SJ2277;SPC MN N     -   193,927.      764,339.      MT  (+/- 10 meters HH2 GPS)
 SJ2277
 SJ2277                          SUPERSEDED SURVEY CONTROL
 SJ2277
 SJ2277.No superseded survey control is available for this station.
 SJ2277
 SJ2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5679743538(NAD 83)
 SJ2277
 SJ2277_MARKER: DV = VERTICAL CONTROL DISK
 SJ2277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2277_SP_SET: COPPER-CLAD STEEL ROD
 SJ2277_STAMPING: 3108 M 1979
 SJ2277_MARK LOGO: MNDT  
 SJ2277_PROJECTION: FLUSH
 SJ2277_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2277+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2277
 SJ2277  HISTORY     - Date     Condition        Report By
 SJ2277  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2277  HISTORY     - 20050609 GOOD             MNDT
 SJ2277  HISTORY     - 20080717 GOOD             MNDT
 SJ2277
 SJ2277                          STATION DESCRIPTION
 SJ2277
 SJ2277'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2277'7.8 MI NORTH FROM GRAND RAPIDS.
 SJ2277'THE MARK IS LOCATED ABOUT 8.45 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2277'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK
 SJ2277'HIGHWAY 38 MILE POINT 8.45 IN THE SW 1/4 OF SECTION 7, T56N, R25W.
 SJ2277'THE MARK IS 280 FEET SOUTH OF A 36 INCH METAL CULVERT UNDER TRUNK
 SJ2277'HIGHWAY 38 AT A CREEK CROSSING, 73 FEET EAST OF AND ABOUT LEVEL WITH
 SJ2277'THE CENTERLINE OF TRUNK HIGHWAY 38, 50.5 FEET NORTHEAST OF THE NORTH
 SJ2277'END OF AN 18 INCH METAL CULVERT UNDER A FIELD ENTRANCE AND 0.7 FOOT
 SJ2277'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 SJ2277'CONTROL MARK DISK STAMPED---3108 M 1979---, CRIMPED TO THE TOP OF A
 SJ2277'5/8 INCH DIAMETER BY 72 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 SJ2277'REFUSAL THAT PROJECTS ABOUT 2 INCHES ABOVE GROUND LEVEL.
 SJ2277
 SJ2277                          STATION RECOVERY (2005)
 SJ2277
 SJ2277'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 SJ2277'RECOVERED AS DESCRIBED.
 SJ2277
 SJ2277                          STATION RECOVERY (2008)
 SJ2277
 SJ2277'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2277'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2278 ***********************************************************************
 SJ2278  DESIGNATION -  3108 N
 SJ2278  PID         -  SJ2278
 SJ2278  STATE/COUNTY-  MN/ITASCA
 SJ2278  COUNTRY     -  US
 SJ2278  USGS QUAD   -  COHASSET EAST (1969)
 SJ2278
 SJ2278                         *CURRENT SURVEY CONTROL
 SJ2278  ______________________________________________________________________
 SJ2278* NAD 83(1986) POSITION- 47 21 16.0    (N) 093 34 28.0    (W)   HD_HELD2  
 SJ2278* NAVD 88 ORTHO HEIGHT -   406.413  (meters)    1333.37  (feet) ADJUSTED  
 SJ2278  ______________________________________________________________________
 SJ2278  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 SJ2278  DYNAMIC HEIGHT  -        406.450 (meters)     1333.49  (feet) COMP
 SJ2278  MODELED GRAVITY -    980,691.1   (mgal)                       NAVD 88
 SJ2278
 SJ2278  VERT ORDER      -  SECOND    CLASS I
 SJ2278
 SJ2278.The horizontal coordinates were established by autonomous hand held GPS
 SJ2278.observations and have an estimated accuracy of +/- 10 meters.
 SJ2278.
 SJ2278.The orthometric height was determined by differential leveling and
 SJ2278.adjusted in June 2012.
 SJ2278
 SJ2278.Photographs are available for this station.
 SJ2278
 SJ2278.The dynamic height is computed by dividing the NAVD 88
 SJ2278.geopotential number by the normal gravity value computed on the
 SJ2278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2278.degrees latitude (g = 980.6199 gals.).
 SJ2278
 SJ2278.The modeled gravity was interpolated from observed gravity values.
 SJ2278
 SJ2278;                    North         East    Units  Estimated Accuracy
 SJ2278;SPC MN N     -   195,102.      764,157.      MT  (+/- 10 meters HH2 GPS)
 SJ2278
 SJ2278                          SUPERSEDED SURVEY CONTROL
 SJ2278
 SJ2278  NAVD 88 (06/15/91)  406.407  (m)         1333.35   (f) SUPERSEDED  2 1
 SJ2278
 SJ2278.Superseded values are not recommended for survey control.
 SJ2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2278.See file dsdata.txt to determine how the superseded data were derived.
 SJ2278
 SJ2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5661744713(NAD 83)
 SJ2278
 SJ2278_MARKER: DV = VERTICAL CONTROL DISK
 SJ2278_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2278_SP_SET: COPPER-CLAD STEEL ROD
 SJ2278_STAMPING: 3108 N 1979
 SJ2278_MARK LOGO: MNDT  
 SJ2278_PROJECTION: FLUSH
 SJ2278_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2278+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2278_ROD/PIPE-DEPTH: 31.7 meters
 SJ2278
 SJ2278  HISTORY     - Date     Condition        Report By
 SJ2278  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2278  HISTORY     - 20050609 GOOD             MNDT
 SJ2278  HISTORY     - 20080717 GOOD             MNDT
 SJ2278
 SJ2278                          STATION DESCRIPTION
 SJ2278
 SJ2278'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2278'8.4 MI NORTH FROM GRAND RAPIDS.
 SJ2278'THE MARK IS LOCATED ABOUT 9.15 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2278'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK
 SJ2278'HIGHWAY 38 MILE POINT 9.15 IN THE NW 1/4 OF SECTION 12, T56N, R26W.
 SJ2278'THE MARK IS 75.3 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 SJ2278'TRUNK HIGHWAY 38 AT ENGINEERS STATION 500+88, 46.4 FEET WEST OF THE
 SJ2278'NORTH END OF AN 18 INCH METAL CULVERT UNDER AN ENTRANCE TO THE WEST,
 SJ2278'42 FEET WEST OF A STEEL RIGHT-OF-WAY SIGN POST, 41.5 FEET NORTHWEST
 SJ2278'OF A POWER POLE WITH GUY WIRES, 28.8 FEET WEST OF A FENCE, 1.1 FEET
 SJ2278'SOUTHEAST OF A STEEL RIGHT-OF-WAY SIGN POST, 1.1 FEET SOUTH OF A
 SJ2278'FENCE LINE AND 0.7 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 SJ2278'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3108 N 1979---,
 SJ2278'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 104 FOOT LONG
 SJ2278'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH GROUND
 SJ2278'LEVEL.
 SJ2278
 SJ2278                          STATION RECOVERY (2005)
 SJ2278
 SJ2278'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 SJ2278'8.4 MILES NORTH FROM GRAND RAPIDS, 9.15 MILES NORTH ON TRUNK HIGHWAY
 SJ2278'38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2 IN GRAND
 SJ2278'RAPIDS, AT TRUNK HIGHWAY 38 MILEPOINT 9.15, 75.3 FEET WEST OF TRUNK
 SJ2278'HIGHWAY 38, 46.4 FEET WEST OF NORTH END OF METAL CULVERT, 42 FEET WEST
 SJ2278'OF RIGHT OF WAY POST, 41.5 FEET NORTHWEST OF POWER POLE WITH GUY
 SJ2278'WIRES, 28.8 FEET WEST OF TEE-FENCE, 1.1 FEET SOUTHEAST OF RIGHT OF WAY
 SJ2278'POST, 1.1 FEET SOUTH OF FENCELINE, 0.7 FEET EAST OF WITNESS POST
 SJ2278
 SJ2278                          STATION RECOVERY (2008)
 SJ2278
 SJ2278'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2278'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2279 ***********************************************************************
 SJ2279  DESIGNATION -  3108 P
 SJ2279  PID         -  SJ2279
 SJ2279  STATE/COUNTY-  MN/ITASCA
 SJ2279  COUNTRY     -  US
 SJ2279  USGS QUAD   -  WABANA LAKE (1996)
 SJ2279
 SJ2279                         *CURRENT SURVEY CONTROL
 SJ2279  ______________________________________________________________________
 SJ2279* NAD 83(1986) POSITION- 47 22 49.0    (N) 093 35 08.0    (W)   HD_HELD2  
 SJ2279* NAVD 88 ORTHO HEIGHT -   417.757  (meters)    1370.59  (feet) ADJUSTED  
 SJ2279  ______________________________________________________________________
 SJ2279  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 SJ2279  DYNAMIC HEIGHT  -        417.796 (meters)     1370.72  (feet) COMP
 SJ2279  MODELED GRAVITY -    980,693.6   (mgal)                       NAVD 88
 SJ2279
 SJ2279  VERT ORDER      -  SECOND    CLASS I
 SJ2279
 SJ2279.The horizontal coordinates were established by autonomous hand held GPS
 SJ2279.observations and have an estimated accuracy of +/- 10 meters.
 SJ2279.
 SJ2279.The orthometric height was determined by differential leveling and
 SJ2279.adjusted in June 2012.
 SJ2279
 SJ2279.Photographs are available for this station.
 SJ2279
 SJ2279.The dynamic height is computed by dividing the NAVD 88
 SJ2279.geopotential number by the normal gravity value computed on the
 SJ2279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2279.degrees latitude (g = 980.6199 gals.).
 SJ2279
 SJ2279.The modeled gravity was interpolated from observed gravity values.
 SJ2279
 SJ2279;                    North         East    Units  Estimated Accuracy
 SJ2279;SPC MN N     -   197,979.      763,336.      MT  (+/- 10 meters HH2 GPS)
 SJ2279
 SJ2279                          SUPERSEDED SURVEY CONTROL
 SJ2279
 SJ2279  NAVD 88 (06/15/91)  417.751  (m)         1370.57   (f) SUPERSEDED  2 1
 SJ2279
 SJ2279.Superseded values are not recommended for survey control.
 SJ2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2279.See file dsdata.txt to determine how the superseded data were derived.
 SJ2279
 SJ2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5579947590(NAD 83)
 SJ2279
 SJ2279_MARKER: DV = VERTICAL CONTROL DISK
 SJ2279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2279_SP_SET: COPPER-CLAD STEEL ROD
 SJ2279_STAMPING: 3108 P 1979
 SJ2279_MARK LOGO: MNDT  
 SJ2279_PROJECTION: FLUSH
 SJ2279_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ2279+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2279
 SJ2279  HISTORY     - Date     Condition        Report By
 SJ2279  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2279  HISTORY     - 20080717 GOOD             MNDT
 SJ2279
 SJ2279                          STATION DESCRIPTION
 SJ2279
 SJ2279'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2279'10.3 MI NORTH FROM GRAND RAPIDS.
 SJ2279'THE MARK IS LOCATED ABOUT 11.1 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2279'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK
 SJ2279'HIGHWAY 38 MILE POINT 11.1 IN THE NE 1/4 OF SECTION 36, T57N, R26N.
 SJ2279'THE MARK IS 175 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 SJ2279'TRUNK HIGHWAY 38, 71.5 FEET NORTH OF THE SOUTHEAST CORNER AND 1.7
 SJ2279'FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE 1-STORY METAL ITASCA
 SJ2279'COUNTY GARAGE AND 0.9 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 SJ2279'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3108 P 1979---,
 SJ2279'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 88 FOOT LONG COPPER-CLAD
 SJ2279'STEEL ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE GROUND.
 SJ2279
 SJ2279                          STATION RECOVERY (2008)
 SJ2279
 SJ2279'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2279'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2281 ***********************************************************************
 SJ2281  DESIGNATION -  3108 Q
 SJ2281  PID         -  SJ2281
 SJ2281  STATE/COUNTY-  MN/ITASCA
 SJ2281  COUNTRY     -  US
 SJ2281  USGS QUAD   -  WABANA LAKE (1996)
 SJ2281
 SJ2281                         *CURRENT SURVEY CONTROL
 SJ2281  ______________________________________________________________________
 SJ2281* NAD 83(2007) POSITION- 47 23 08.85985(N) 093 35 10.56912(W)   ADJUSTED  
 SJ2281* NAD 83(2007) ELLIP HT-   391.873 (meters)        (06/13/11)   ADJUSTED
 SJ2281* NAD 83(2007) EPOCH   -  2002.00
 SJ2281* NAVD 88 ORTHO HEIGHT -   421.268  (meters)    1382.11  (feet) ADJUSTED  
 SJ2281  ______________________________________________________________________
 SJ2281  NAD 83(2007) X  -   -270,627.549 (meters)                     COMP
 SJ2281  NAD 83(2007) Y  - -4,318,014.278 (meters)                     COMP
 SJ2281  NAD 83(2007) Z  -  4,671,198.628 (meters)                     COMP
 SJ2281  LAPLACE CORR    -         -4.26  (seconds)                    DEFLEC09
 SJ2281  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 SJ2281  DYNAMIC HEIGHT  -        421.308 (meters)     1382.24  (feet) COMP
 SJ2281  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 SJ2281
 SJ2281  HORZ ORDER      -  FIRST
 SJ2281  VERT ORDER      -  SECOND    CLASS I
 SJ2281  ELLP ORDER      -  FOURTH    CLASS I
 SJ2281
 SJ2281.The horizontal coordinates were established by GPS observations
 SJ2281.and adjusted by the MN DEPT OF TRANSP in June 2011.
 SJ2281
 SJ2281.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ2281.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ2281
 SJ2281.The horizontal coordinates are valid at the epoch date displayed above
 SJ2281.which is a decimal equivalence of Year/Month/Day.
 SJ2281
 SJ2281.The orthometric height was determined by differential leveling and
 SJ2281.adjusted in June 2012.
 SJ2281
 SJ2281.Photographs are available for this station.
 SJ2281
 SJ2281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ2281
 SJ2281.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ2281
 SJ2281.The ellipsoidal height was determined by GPS observations
 SJ2281.and is referenced to NAD 83.
 SJ2281
 SJ2281.The dynamic height is computed by dividing the NAVD 88
 SJ2281.geopotential number by the normal gravity value computed on the
 SJ2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2281.degrees latitude (g = 980.6199 gals.).
 SJ2281
 SJ2281.The modeled gravity was interpolated from observed gravity values.
 SJ2281
 SJ2281. The following values were computed from the NAD 83(2007) position.
 SJ2281
 SJ2281;                    North         East     Units Scale Factor Converg.
 SJ2281;SPC MN N     -   198,592.235   763,286.052   MT  0.99993342   -0 21 37.6
 SJ2281;SPC MN N     -   651,548.02  2,504,214.32   sFT  0.99993342   -0 21 37.6
 SJ2281;UTM  15      - 5,248,204.102   455,750.455   MT  0.99962406   -0 25 53.3
 SJ2281
 SJ2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ2281!SPC MN N     -   0.99993858  x   0.99993342  =   0.99987200
 SJ2281!UTM  15      -   0.99993858  x   0.99962406  =   0.99956266
 SJ2281
 SJ2281                          SUPERSEDED SURVEY CONTROL
 SJ2281
 SJ2281  NAVD 88 (06/13/11)  421.25   (m)         1382.1    (f) LEVELING    3  
 SJ2281  NAVD 88 (06/15/91)  421.259  (m)         1382.08   (f) SUPERSEDED  2 1
 SJ2281
 SJ2281.Superseded values are not recommended for survey control.
 SJ2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ2281.See file dsdata.txt to determine how the superseded data were derived.
 SJ2281
 SJ2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5575048204(NAD 83)
 SJ2281
 SJ2281_MARKER: DV = VERTICAL CONTROL DISK
 SJ2281_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2281_SP_SET: COPPER-CLAD STEEL ROD
 SJ2281_STAMPING: 3108 Q 1979
 SJ2281_MARK LOGO: MNDT  
 SJ2281_PROJECTION: RECESSED 5 CENTIMETERS
 SJ2281_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ2281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ2281+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 SJ2281
 SJ2281  HISTORY     - Date     Condition        Report By
 SJ2281  HISTORY     - 19790401 MONUMENTED       MNDT
 SJ2281  HISTORY     - 20080717 GOOD             MNDT
 SJ2281  HISTORY     - 20080717 GOOD             MNDT
 SJ2281
 SJ2281                          STATION DESCRIPTION
 SJ2281
 SJ2281'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2281'10.7 MI NORTH FROM GRAND RAPIDS.
 SJ2281'THE MARK IS LOCATED ABOUT 11.5 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2281'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS NEAR TRUNK
 SJ2281'HIGHWAY 38 MILE POINT 11.5 IN THE SE 1/4 OF SECTION 25, T57N, R26W.
 SJ2281'THE MARK IS 208 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 SJ2281'TRUNK HIGHWAY 38, 40.3 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 SJ2281'1-STORY METAL BUILDING, 30.5 FEET NORTH OF THE CENTERLINE OF THE
 SJ2281'COUNTY ROAD, 21.2 FEET NORTHWEST OF THE WEST END OF A 12 INCH METAL
 SJ2281'CULVERT UNDER THE DRIVEWAY, 13.5 FEET WEST-NORTHWEST OF FIRE NUMBER
 SJ2281'J200 SIGN POST AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK,
 SJ2281'A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3108 Q 1979---,
 SJ2281'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 112 FOOT LONG
 SJ2281'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL PROJECTING 2 INCHES ABOVE THE
 SJ2281'GROUND.
 SJ2281
 SJ2281                          STATION RECOVERY (2008)
 SJ2281
 SJ2281'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2281'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ2281'THE MARK IS 10.7 MILES NORTH FROM GRAND RAPIDS, 11.5 MILES NORTH ON
 SJ2281'TRUNK HIGHWAY 38 FROM JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 2
 SJ2281'IN GRAND RAPIDS, AT TRUNK HIGHWAY 38 MILEPOINT 11.5, 208 FEET WEST OF
 SJ2281'TRUNK HIGHWAY 38, 40.3 FEET SOUTH OF SOUTHWEST CORNER OF METAL
 SJ2281'BUILDING, 30.5 FEET NORTH OF COUNTY ROAD, 0.6 FOOT SOUTH OF WITNESS
 SJ2281'POST.
 SJ2281
 SJ2281                          STATION RECOVERY (2008)
 SJ2281
 SJ2281'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GC)
 SJ2281'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ2280 ***********************************************************************
 SJ2280  DESIGNATION -  3108 R
 SJ2280  PID         -  SJ2280
 SJ2280  STATE/COUNTY-  MN/ITASCA
 SJ2280  COUNTRY     -  US
 SJ2280  USGS QUAD   -  WABANA LAKE (1996)
 SJ2280
 SJ2280                         *CURRENT SURVEY CONTROL
 SJ2280  ______________________________________________________________________
 SJ2280* NAD 83(1986) POSITION- 47 23 09.     (N) 093 35 44.     (W)   SCALED    
 SJ2280* NAVD 88 ORTHO HEIGHT -   421.391  (meters)    1382.51  (feet) ADJUSTED  
 SJ2280  ______________________________________________________________________
 SJ2280  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 SJ2280  DYNAMIC HEIGHT  -        421.431 (meters)     1382.64  (feet) COMP
 SJ2280  MODELED GRAVITY -    980,694.3   (mgal)                       NAVD 88
 SJ2280
 SJ2280  VERT ORDER      -  SECOND    CLASS I
 SJ2280
 SJ2280.The horizontal coordinates were scaled from a topographic map and have
 SJ2280.an estimated accuracy of +/- 6 seconds.
 SJ2280.
 SJ2280.The orthometric height was determined by differential leveling and
 SJ2280.adjusted in June 1991.
 SJ2280
 SJ2280.Photographs are available for this station.
 SJ2280
 SJ2280.The dynamic height is computed by dividing the NAVD 88
 SJ2280.geopotential number by the normal gravity value computed on the
 SJ2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ2280.degrees latitude (g = 980.6199 gals.).
 SJ2280
 SJ2280.The modeled gravity was interpolated from observed gravity values.
 SJ2280
 SJ2280;                    North         East    Units  Estimated Accuracy
 SJ2280;SPC MN N     -   198,600.      762,590.      MT  (+/- 180 meters Scaled)
 SJ2280
 SJ2280                          SUPERSEDED SURVEY CONTROL
 SJ2280
 SJ2280.No superseded survey control is available for this station.
 SJ2280
 SJ2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN550482(NAD 83)
 SJ2280
 SJ2280_MARKER: DB = BENCH MARK DISK
 SJ2280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ2280_SP_SET: COPPER-CLAD STEEL ROD
 SJ2280_STAMPING: 3108 R 1979
 SJ2280_MARK LOGO: MNDT  
 SJ2280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ2280
 SJ2280  HISTORY     - Date     Condition        Report By
 SJ2280  HISTORY     - 1979     MONUMENTED       MNDT
 SJ2280
 SJ2280                          STATION DESCRIPTION
 SJ2280
 SJ2280'DESCRIBED BY MN DEPT OF TRANSP 1979
 SJ2280'10.75 MI NORTH FROM GRAND RAPIDS.
 SJ2280'THE MARK IS LOCATED ABOUT 11.5 MILES NORTH ALONG TRUNK HIGHWAY 38
 SJ2280'FROM ITS JUNCTION WITH TRUNK HIGHWAY 2 IN GRAND RAPIDS, THENCE 0.45
 SJ2280'MILE WEST ALONG COUNTY ROAD 233 TO THE NW 1/4 OF SECTION 36, T57N,
 SJ2280'R26W.  THE MARK IS 63.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER
 SJ2280'OF COUNTY ROAD 233, 85 FEET NORTH OF THE NORTHWEST CORNER OF THE 4
 SJ2280'FOOT SQUARE CONCRETE BASE OF A TOILET, 51.6 FEET SOUTHWEST OF THE
 SJ2280'WEST END OF A 15 INCH METAL CULVERT UNDER THE ENTRANCE TO A PARKING
 SJ2280'AREA, 46.2 FEET SOUTH-SOUTHWEST OF A 20 INCH WHITE PINE, 2.8 FEET
 SJ2280'NORTHWEST OF THE NORTHWEST WOODEN LEG OF THE SUOMI TRAIL SIGN AND 0.9
 SJ2280'FOOT NORTH OF A STEEL SIGN POST.  THE MARK, A STANDARD MNDT VERTICAL
 SJ2280'CONTROL MARK DISK STAMPED---3108 R 1979---, CRIMPED TO THE TOP OF A
 SJ2280'5/8 INCH DIAMETER BY 38 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 SJ2280'REFUSAL THAT PROJECTS ABOUT 6 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7489 ***********************************************************************
 AI7489  DESIGNATION -  3108 S
 AI7489  PID         -  AI7489
 AI7489  STATE/COUNTY-  MN/ITASCA
 AI7489  COUNTRY     -  US
 AI7489  USGS QUAD   -  MARCELL (1996)
 AI7489
 AI7489                         *CURRENT SURVEY CONTROL
 AI7489  ______________________________________________________________________
 AI7489* NAD 83(1986) POSITION- 47 35 35.78   (N) 093 41 26.64   (W)   HD_HELD1  
 AI7489* NAVD 88 ORTHO HEIGHT -   422.957  (meters)    1387.65  (feet) ADJUSTED  
 AI7489  ______________________________________________________________________
 AI7489  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 AI7489  DYNAMIC HEIGHT  -        423.015 (meters)     1387.84  (feet) COMP
 AI7489  MODELED GRAVITY -    980,736.3   (mgal)                       NAVD 88
 AI7489
 AI7489  VERT ORDER      -  SECOND    CLASS I
 AI7489
 AI7489.The horizontal coordinates were established by differentially corrected
 AI7489.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI7489.
 AI7489.The orthometric height was determined by differential leveling and
 AI7489.adjusted in June 2012.
 AI7489
 AI7489.Photographs are available for this station.
 AI7489
 AI7489.The dynamic height is computed by dividing the NAVD 88
 AI7489.geopotential number by the normal gravity value computed on the
 AI7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7489.degrees latitude (g = 980.6199 gals.).
 AI7489
 AI7489.The modeled gravity was interpolated from observed gravity values.
 AI7489
 AI7489;                    North         East    Units  Estimated Accuracy
 AI7489;SPC MN N     -   221,712.2     755,575.3     MT  (+/- 3 meters HH1 GPS) 
 AI7489
 AI7489                          SUPERSEDED SURVEY CONTROL
 AI7489
 AI7489  NAVD 88 (01/23/01)  422.954  (m)         1387.64   (f) SUPERSEDED  2 1
 AI7489
 AI7489.Superseded values are not recommended for survey control.
 AI7489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7489.See file dsdata.txt to determine how the superseded data were derived.
 AI7489
 AI7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4807071326(NAD 83)
 AI7489
 AI7489_MARKER: DV = VERTICAL CONTROL DISK
 AI7489_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7489_STAMPING: 3108 S 1990
 AI7489_MARK LOGO: MNDT  
 AI7489_PROJECTION: RECESSED 5 CENTIMETERS
 AI7489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7489+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 AI7489_ROD/PIPE-DEPTH:  4.6 meters
 AI7489
 AI7489  HISTORY     - Date     Condition        Report By
 AI7489  HISTORY     - 1990     MONUMENTED       MNDT
 AI7489  HISTORY     - 20091026 GOOD             MNDT
 AI7489
 AI7489                          STATION DESCRIPTION
 AI7489
 AI7489'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7489'THE MARK IS LOCATED IN THE CITY OF MARCELL, 0.05 MILE NORTHEAST OF THE
 AI7489'JUNCTION OF TRUNK HIGHWAY 38 AND TRUNK HIGHWAY 286 IN MARCELL, AT
 AI7489'HIGHWAY 38 MILEPOINT 28.55, AND IS IN THE SE 1/4 OF SECTION 18, T59N,
 AI7489'R26W.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT
 AI7489'DISK STAMPED---3108 S 1990---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4
 AI7489'INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW
 AI7489'THE GROUND.  THE MARK IS 79.1 FEET EAST OF THE CENTERLINE OF HIGHWAY
 AI7489'38, 59.2 FEET WEST-SOUTHWEST OF A POWER POLE (WITH A TRANSFORMER),
 AI7489'38.0 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 35.0 FEET WEST OF THE
 AI7489'CENTER OF A DRIVEWAY, AND 1.8 FEET SOUTH OF A STEEL WITNESS POST.
 AI7489
 AI7489                          STATION RECOVERY (2009)
 AI7489
 AI7489'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7489'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7495 ***********************************************************************
 AI7495  DESIGNATION -  3108 U
 AI7495  PID         -  AI7495
 AI7495  STATE/COUNTY-  MN/ITASCA
 AI7495  COUNTRY     -  US
 AI7495  USGS QUAD   -  BIGFORK (1996)
 AI7495
 AI7495                         *CURRENT SURVEY CONTROL
 AI7495  ______________________________________________________________________
 AI7495* NAD 83(1986) POSITION- 47 37 36.92   (N) 093 40 22.68   (W)   HD_HELD1  
 AI7495* NAVD 88 ORTHO HEIGHT -   431.476  (meters)    1415.60  (feet) ADJUSTED  
 AI7495  ______________________________________________________________________
 AI7495  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 AI7495  DYNAMIC HEIGHT  -        431.536 (meters)     1415.80  (feet) COMP
 AI7495  MODELED GRAVITY -    980,739.1   (mgal)                       NAVD 88
 AI7495
 AI7495  VERT ORDER      -  SECOND    CLASS I
 AI7495
 AI7495.The horizontal coordinates were established by differentially corrected
 AI7495.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI7495.
 AI7495.The orthometric height was determined by differential leveling and
 AI7495.adjusted in January 2001.
 AI7495
 AI7495.Photographs are available for this station.
 AI7495
 AI7495.The dynamic height is computed by dividing the NAVD 88
 AI7495.geopotential number by the normal gravity value computed on the
 AI7495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7495.degrees latitude (g = 980.6199 gals.).
 AI7495
 AI7495.The modeled gravity was interpolated from observed gravity values.
 AI7495
 AI7495;                    North         East    Units  Estimated Accuracy
 AI7495;SPC MN N     -   225,443.0     756,939.1     MT  (+/- 3 meters HH1 GPS) 
 AI7495
 AI7495                          SUPERSEDED SURVEY CONTROL
 AI7495
 AI7495.No superseded survey control is available for this station.
 AI7495
 AI7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4943875054(NAD 83)
 AI7495
 AI7495_MARKER: DV = VERTICAL CONTROL DISK
 AI7495_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7495_STAMPING: 3108 U 1990
 AI7495_MARK LOGO: MNDT  
 AI7495_PROJECTION: RECESSED 8 CENTIMETERS
 AI7495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7495+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 AI7495_ROD/PIPE-DEPTH:  4.6 meters
 AI7495
 AI7495  HISTORY     - Date     Condition        Report By
 AI7495  HISTORY     - 1990     MONUMENTED       MNDT
 AI7495  HISTORY     - 20090824 GOOD             MNDT
 AI7495
 AI7495                          STATION DESCRIPTION
 AI7495
 AI7495'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7495'THE MARK IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF THE CITY OF
 AI7495'MARCELL, 2.75 MILES NORTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS JUNCTION
 AI7495'WITH TRUNK HIGHWAY 286 IN MARCELL, AT HIGHWAY 38 MILEPOINT 31.25, AND
 AI7495'IS IN THE NW 1/4 OF SECTION 5, T59N, R26W.  THE MARK, A STANDARD
 AI7495'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3108 U 1990---,
 AI7495'IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 15 FOOT LONG
 AI7495'ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 72.5
 AI7495'FEET WEST OF THE CENTERLINE OF HIGHWAY 38, 12 FEET WEST OF THE CENTER
 AI7495'OF A GRAVEL ROAD, 4.3 FEET SOUTH-SOUTHWEST OF A POWER POLE, AND 0.7
 AI7495'FOOT EAST OF A STEEL WITNESS POST.
 AI7495
 AI7495                          STATION RECOVERY (2009)
 AI7495
 AI7495'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7496 ***********************************************************************
 AI7496  DESIGNATION -  3108 V
 AI7496  PID         -  AI7496
 AI7496  STATE/COUNTY-  MN/ITASCA
 AI7496  COUNTRY     -  US
 AI7496  USGS QUAD   -  BIGFORK (1996)
 AI7496
 AI7496                         *CURRENT SURVEY CONTROL
 AI7496  ______________________________________________________________________
 AI7496* NAD 83(1986) POSITION- 47 38 14.06   (N) 093 40 22.91   (W)   HD_HELD1  
 AI7496* NAVD 88 ORTHO HEIGHT -   422.459  (meters)    1386.02  (feet) ADJUSTED  
 AI7496  ______________________________________________________________________
 AI7496  GEOID HEIGHT    -        -29.05  (meters)                     GEOID09
 AI7496  DYNAMIC HEIGHT  -        422.519 (meters)     1386.21  (feet) COMP
 AI7496  MODELED GRAVITY -    980,740.2   (mgal)                       NAVD 88
 AI7496
 AI7496  VERT ORDER      -  SECOND    CLASS I
 AI7496
 AI7496.The horizontal coordinates were established by differentially corrected
 AI7496.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI7496.
 AI7496.The orthometric height was determined by differential leveling and
 AI7496.adjusted in January 2001.
 AI7496
 AI7496.Photographs are available for this station.
 AI7496
 AI7496.The dynamic height is computed by dividing the NAVD 88
 AI7496.geopotential number by the normal gravity value computed on the
 AI7496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7496.degrees latitude (g = 980.6199 gals.).
 AI7496
 AI7496.The modeled gravity was interpolated from observed gravity values.
 AI7496
 AI7496;                    North         East    Units  Estimated Accuracy
 AI7496;SPC MN N     -   226,589.9     756,942.8     MT  (+/- 3 meters HH1 GPS) 
 AI7496
 AI7496                          SUPERSEDED SURVEY CONTROL
 AI7496
 AI7496.No superseded survey control is available for this station.
 AI7496
 AI7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4944476201(NAD 83)
 AI7496
 AI7496_MARKER: DV = VERTICAL CONTROL DISK
 AI7496_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7496_STAMPING: 3108 V 1990
 AI7496_MARK LOGO: MNDT  
 AI7496_PROJECTION: FLUSH
 AI7496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7496+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 AI7496_ROD/PIPE-DEPTH:  6.1 meters
 AI7496
 AI7496  HISTORY     - Date     Condition        Report By
 AI7496  HISTORY     - 1990     MONUMENTED       MNDT
 AI7496  HISTORY     - 20090824 GOOD             MNDT
 AI7496
 AI7496                          STATION DESCRIPTION
 AI7496
 AI7496'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7496'THE MARK IS LOCATED ABOUT 3-1/4 MILES NORTHEAST OF THE CITY OF
 AI7496'MARCELL, 3.45 MILES NORTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS JUNCTION
 AI7496'WITH TRUNK HIGHWAY 286 IN MARCELL, AT HIGHWAY 38 MILEPOINT 31.95, AND
 AI7496'IS IN THE SW 1/4 OF SECTION 32, T60N, R26W.  THE MARK, A STANDARD
 AI7496'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3108 V 1990---,
 AI7496'IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 20 FOOT LONG
 AI7496'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS 99 FEET
 AI7496'WEST OF THE CENTERLINE OF HIGHWAY 38, 8 FEET NORTH-NORTHEAST OF THE
 AI7496'CENTER OF AN ENTRANCE, 4.4 FEET EAST-SOUTHEAST OF A POWER POLE, AND
 AI7496'1.3 FEET EAST OF A STEEL WITNESS POST.
 AI7496
 AI7496                          STATION RECOVERY (2009)
 AI7496
 AI7496'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7496'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7500 ***********************************************************************
 AI7500  DESIGNATION -  3108 W
 AI7500  PID         -  AI7500
 AI7500  STATE/COUNTY-  MN/ITASCA
 AI7500  COUNTRY     -  US
 AI7500  USGS QUAD   -  BIGFORK (1996)
 AI7500
 AI7500                         *CURRENT SURVEY CONTROL
 AI7500  ______________________________________________________________________
 AI7500* NAD 83(1986) POSITION- 47 40 14.     (N) 093 40 41.     (W)   SCALED    
 AI7500* NAVD 88 ORTHO HEIGHT -   426.142  (meters)    1398.10  (feet) ADJUSTED  
 AI7500  ______________________________________________________________________
 AI7500  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 AI7500  DYNAMIC HEIGHT  -        426.204 (meters)     1398.30  (feet) COMP
 AI7500  MODELED GRAVITY -    980,743.3   (mgal)                       NAVD 88
 AI7500
 AI7500  VERT ORDER      -  SECOND    CLASS I
 AI7500
 AI7500.The horizontal coordinates were scaled from a topographic map and have
 AI7500.an estimated accuracy of +/- 6 seconds.
 AI7500.
 AI7500.The orthometric height was determined by differential leveling and
 AI7500.adjusted in January 2001.
 AI7500
 AI7500.The dynamic height is computed by dividing the NAVD 88
 AI7500.geopotential number by the normal gravity value computed on the
 AI7500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7500.degrees latitude (g = 980.6199 gals.).
 AI7500
 AI7500.The modeled gravity was interpolated from observed gravity values.
 AI7500
 AI7500;                    North         East    Units  Estimated Accuracy
 AI7500;SPC MN N     -   230,300.      756,590.      MT  (+/- 180 meters Scaled)
 AI7500
 AI7500                          SUPERSEDED SURVEY CONTROL
 AI7500
 AI7500.No superseded survey control is available for this station.
 AI7500
 AI7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN490799(NAD 83)
 AI7500
 AI7500_MARKER: DV = VERTICAL CONTROL DISK
 AI7500_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7500_STAMPING: 3108 W 1990
 AI7500_MARK LOGO: MNDT  
 AI7500_PROJECTION: FLUSH
 AI7500_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7500_ROD/PIPE-DEPTH:  6.1 meters
 AI7500
 AI7500  HISTORY     - Date     Condition        Report By
 AI7500  HISTORY     - 1990     MONUMENTED       MNDT
 AI7500
 AI7500                          STATION DESCRIPTION
 AI7500
 AI7500'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7500'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE CITY OF BIG FORK, 5.3
 AI7500'MILES SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS JUNCTION WITH
 AI7500'COUNTY ROAD 7 IN BIG FORK, AT HIGHWAY 38 MILEPOINT 34.4, THENCE 0.1
 AI7500'MILE WEST ALONG A GRAVEL ROAD (BELLO LAKE CAMP ROAD), AND IS IN THE NW
 AI7500'1/4 OF SECTION 20, T60N, R26W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7500'VERTICAL CONTROL MONUMENT DISK STAMPED---3108 W 1990---, IS FORCED
 AI7500'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM
 AI7500'ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS 16.5 FEET
 AI7500'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 4.4 FEET
 AI7500'EAST-NORTHEAST OF A POWER POLE, AND 1.3 FEET NORTH OF A STEEL WITNESS
 AI7500'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7501 ***********************************************************************
 AI7501  DESIGNATION -  3108 X
 AI7501  PID         -  AI7501
 AI7501  STATE/COUNTY-  MN/ITASCA
 AI7501  COUNTRY     -  US
 AI7501  USGS QUAD   -  BIGFORK (1996)
 AI7501
 AI7501                         *CURRENT SURVEY CONTROL
 AI7501  ______________________________________________________________________
 AI7501* NAD 83(1986) POSITION- 47 41 03.9    (N) 093 40 43.0    (W)   HD_HELD2  
 AI7501* NAVD 88 ORTHO HEIGHT -   405.793  (meters)    1331.34  (feet) ADJUSTED  
 AI7501  ______________________________________________________________________
 AI7501  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 AI7501  DYNAMIC HEIGHT  -        405.852 (meters)     1331.53  (feet) COMP
 AI7501  MODELED GRAVITY -    980,744.8   (mgal)                       NAVD 88
 AI7501
 AI7501  VERT ORDER      -  SECOND    CLASS I
 AI7501
 AI7501.The horizontal coordinates were established by autonomous hand held GPS
 AI7501.observations and have an estimated accuracy of +/- 10 meters.
 AI7501.
 AI7501.The orthometric height was determined by differential leveling and
 AI7501.adjusted in January 2001.
 AI7501
 AI7501.Photographs are available for this station.
 AI7501
 AI7501.The dynamic height is computed by dividing the NAVD 88
 AI7501.geopotential number by the normal gravity value computed on the
 AI7501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7501.degrees latitude (g = 980.6199 gals.).
 AI7501
 AI7501.The modeled gravity was interpolated from observed gravity values.
 AI7501
 AI7501;                    North         East    Units  Estimated Accuracy
 AI7501;SPC MN N     -   231,838.      756,563.      MT  (+/- 10 meters HH2 GPS)
 AI7501
 AI7501                          SUPERSEDED SURVEY CONTROL
 AI7501
 AI7501.No superseded survey control is available for this station.
 AI7501
 AI7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4907081448(NAD 83)
 AI7501
 AI7501_MARKER: DV = VERTICAL CONTROL DISK
 AI7501_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7501_STAMPING: 3108 X 1990
 AI7501_MARK LOGO: MNDT  
 AI7501_PROJECTION: FLUSH
 AI7501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7501+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 AI7501_ROD/PIPE-DEPTH:  9.1 meters
 AI7501
 AI7501  HISTORY     - Date     Condition        Report By
 AI7501  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7501  HISTORY     - 20090824 GOOD             MNDT
 AI7501
 AI7501                          STATION DESCRIPTION
 AI7501
 AI7501'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7501'THE MARK IS LOCATED ABOUT 4 MILES SOUTH OF THE CITY OF BIG FORK, 4.35
 AI7501'MILES SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS JUNCTION WITH
 AI7501'COUNTY ROAD 7 IN BIG FORK, AT HIGHWAY 38 MILEPOINT 35.4, AND IS IN THE
 AI7501'NW 1/4 OF SECTION 17, T60N, R26W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7501'VERTICAL CONTROL MONUMENT DISK STAMPED---3108 X 1990---, IS FORCED
 AI7501'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM
 AI7501'ALLOY ROD AND IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 103.8 FEET
 AI7501'EAST OF THE CENTERLINE OF HIGHWAY 38, 11 FEET SOUTH OF THE CENTER OF
 AI7501'AN ENTRANCE, 29.4 FEET SOUTH-SOUTHEAST OF A CABLE MARKER POST, 77.6
 AI7501'FEET EAST-SOUTHEAST OF A T-POLE, AND 1.0 FOOT WEST-NORTHWEST OF A
 AI7501'STEEL WITNESS POST.
 AI7501
 AI7501                          STATION RECOVERY (2009)
 AI7501
 AI7501'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7501'THE STATION IS LOCATED 4.0 MI (6.4 KM) SOUTH OF BIG FORK.
 AI7501' 
 AI7501'TO REACH THE MARK GO 4.35 MI (7.0 KM) SOUTH ALONG TRUNK HIGHWAY 38
 AI7501'FROM THE JUNCTION OF TRUNK HIGHWAY 38 AND COUNTY ROAD 7 IN BIG FORK,
 AI7501'AT TRUNK HIGHWAY 38 MILE POINT 35.4.
 AI7501' 
 AI7501'IT IS 103.8 FT (31.6 M) EAST OF TRUNK HIGHWAY 38, 11 FT (3.4 M) SOUTH
 AI7501'OF ENTRANCE, 50 FT (15.2 M) SOUTH-SOUTHEAST OF CABLE MARKER POST, 12
 AI7501'FT (3.7 M) WEST OF FOREST SERVICE ROAD SIGN NUMBER 2371, 1.0 FT (0.3
 AI7501'M) WEST-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7504 ***********************************************************************
 AI7504  DESIGNATION -  3108 Y
 AI7504  PID         -  AI7504
 AI7504  STATE/COUNTY-  MN/ITASCA
 AI7504  COUNTRY     -  US
 AI7504  USGS QUAD   -  BIGFORK (1996)
 AI7504
 AI7504                         *CURRENT SURVEY CONTROL
 AI7504  ______________________________________________________________________
 AI7504* NAD 83(1986) POSITION- 47 42 30.5    (N) 093 40 44.5    (W)   HD_HELD2  
 AI7504* NAVD 88 ORTHO HEIGHT -   401.071  (meters)    1315.85  (feet) ADJUSTED  
 AI7504  ______________________________________________________________________
 AI7504  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 AI7504  DYNAMIC HEIGHT  -        401.130 (meters)     1316.04  (feet) COMP
 AI7504  MODELED GRAVITY -    980,747.7   (mgal)                       NAVD 88
 AI7504
 AI7504  VERT ORDER      -  SECOND    CLASS I
 AI7504
 AI7504.The horizontal coordinates were established by autonomous hand held GPS
 AI7504.observations and have an estimated accuracy of +/- 10 meters.
 AI7504.
 AI7504.The orthometric height was determined by differential leveling and
 AI7504.adjusted in June 2012.
 AI7504
 AI7504.Photographs are available for this station.
 AI7504
 AI7504.The dynamic height is computed by dividing the NAVD 88
 AI7504.geopotential number by the normal gravity value computed on the
 AI7504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7504.degrees latitude (g = 980.6199 gals.).
 AI7504
 AI7504.The modeled gravity was interpolated from observed gravity values.
 AI7504
 AI7504;                    North         East    Units  Estimated Accuracy
 AI7504;SPC MN N     -   234,512.      756,551.      MT  (+/- 10 meters HH2 GPS)
 AI7504
 AI7504                          SUPERSEDED SURVEY CONTROL
 AI7504
 AI7504  NAVD 88 (01/23/01)  401.056  (m)         1315.80   (f) SUPERSEDED  2 1
 AI7504
 AI7504.Superseded values are not recommended for survey control.
 AI7504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7504.See file dsdata.txt to determine how the superseded data were derived.
 AI7504
 AI7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4906284122(NAD 83)
 AI7504
 AI7504_MARKER: DV = VERTICAL CONTROL DISK
 AI7504_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7504_STAMPING: 3108 Y 1990
 AI7504_MARK LOGO: MNDT  
 AI7504_PROJECTION: RECESSED 13 CENTIMETERS
 AI7504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7504+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 AI7504_ROD/PIPE-DEPTH:  9.1 meters
 AI7504
 AI7504  HISTORY     - Date     Condition        Report By
 AI7504  HISTORY     - 1990     MONUMENTED       MNDT
 AI7504  HISTORY     - 20090824 GOOD             MNDT
 AI7504
 AI7504                          STATION DESCRIPTION
 AI7504
 AI7504'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7504'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE CITY OF BIG FORK,
 AI7504'2.7 MILES SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS JUNCTION
 AI7504'WITH COUNTY ROAD 7 IN BIG FORK, AT HIGHWAY 38 MILEPOINT 37.1, AND IS
 AI7504'IN THE SW 1/4 OF SECTION 5, T60N, R26W.  THE MARK, A STANDARD MAGNETIC
 AI7504'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3108 Y 1990---, IS
 AI7504'FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 30 FOOT LONG
 AI7504'ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 100
 AI7504'FEET EAST OF THE CENTERLINE OF HIGHWAY 38, 20 FEET SOUTH OF THE CENTER
 AI7504'OF A DIRT ROAD, 18 FEET EAST OF THE CENTER OF A SNOWMOBILE TRAIL, 42.6
 AI7504'FEET SOUTHEAST OF A WOOD POST, AND 1.2 FEET NORTHWEST OF A STEEL
 AI7504'WITNESS POST.
 AI7504
 AI7504                          STATION RECOVERY (2009)
 AI7504
 AI7504'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7504'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7505 ***********************************************************************
 AI7505  DESIGNATION -  3108 Z
 AI7505  PID         -  AI7505
 AI7505  STATE/COUNTY-  MN/ITASCA
 AI7505  COUNTRY     -  US
 AI7505  USGS QUAD   -  BIGFORK (1996)
 AI7505
 AI7505                         *CURRENT SURVEY CONTROL
 AI7505  ______________________________________________________________________
 AI7505* NAD 83(1986) POSITION- 47 43 01.5    (N) 093 40 25.5    (W)   HD_HELD2  
 AI7505* NAVD 88 ORTHO HEIGHT -   408.749  (meters)    1341.04  (feet) ADJUSTED  
 AI7505  ______________________________________________________________________
 AI7505  GEOID HEIGHT    -        -29.07  (meters)                     GEOID09
 AI7505  DYNAMIC HEIGHT  -        408.810 (meters)     1341.24  (feet) COMP
 AI7505  MODELED GRAVITY -    980,749.4   (mgal)                       NAVD 88
 AI7505
 AI7505  VERT ORDER      -  SECOND    CLASS I
 AI7505
 AI7505.The horizontal coordinates were established by autonomous hand held GPS
 AI7505.observations and have an estimated accuracy of +/- 10 meters.
 AI7505.
 AI7505.The orthometric height was determined by differential leveling and
 AI7505.adjusted in January 2001.
 AI7505
 AI7505.Photographs are available for this station.
 AI7505
 AI7505.The dynamic height is computed by dividing the NAVD 88
 AI7505.geopotential number by the normal gravity value computed on the
 AI7505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7505.degrees latitude (g = 980.6199 gals.).
 AI7505
 AI7505.The modeled gravity was interpolated from observed gravity values.
 AI7505
 AI7505;                    North         East    Units  Estimated Accuracy
 AI7505;SPC MN N     -   235,467.      756,955.      MT  (+/- 10 meters HH2 GPS)
 AI7505
 AI7505                          SUPERSEDED SURVEY CONTROL
 AI7505
 AI7505.No superseded survey control is available for this station.
 AI7505
 AI7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4946785075(NAD 83)
 AI7505
 AI7505_MARKER: DV = VERTICAL CONTROL DISK
 AI7505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7505_STAMPING: 3108 Z 1990
 AI7505_MARK LOGO: MNDT  
 AI7505_PROJECTION: RECESSED 8 CENTIMETERS
 AI7505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7505+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2009
 AI7505_ROD/PIPE-DEPTH:  6.1 meters
 AI7505
 AI7505  HISTORY     - Date     Condition        Report By
 AI7505  HISTORY     - 1990     MONUMENTED       MNDT
 AI7505  HISTORY     - 20090824 GOOD             MNDT
 AI7505
 AI7505                          STATION DESCRIPTION
 AI7505
 AI7505'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH)
 AI7505'THE MARK IS LOCATED ABOUT 1-3/4 MILES SOUTH-SOUTHEAST OF THE CITY OF
 AI7505'BIG FORK, 2.05 MILES SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 38 FROM ITS
 AI7505'JUNCTION WITH COUNTY ROAD 7 IN BIG FORK, AT HIGHWAY 38 MILEPOINT 37.8,
 AI7505'AND IS IN THE NE 1/4 OF SECTION 5, T60N, R26W.  THE MARK, A STANDARD
 AI7505'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3108 Z 1990---,
 AI7505'IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 20 FOOT LONG
 AI7505'ALUMINUM ALLOY ROD AND IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 60
 AI7505'FEET EAST OF THE CENTERLINE OF HIGHWAY 38, 15 FEET NORTH OF THE CENTER
 AI7505'OF AN ENTRANCE, 87.0 FEET SOUTHWEST OF A POWER POLE, 57.3 FEET
 AI7505'NORTH-NORTHEAST OF A T-POLE, 53.3 FEET WEST-NORTHWEST OF A BOUNDARY
 AI7505'CORNER WITNESS POST, AND 1.4 FEET WEST OF A STEEL WITNESS POST.
 AI7505
 AI7505                          STATION RECOVERY (2009)
 AI7505
 AI7505'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7505'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8990 ***********************************************************************
 DH8990  DESIGNATION -  3109 A
 DH8990  PID         -  DH8990
 DH8990  STATE/COUNTY-  MN/ITASCA
 DH8990  COUNTRY     -  US
 DH8990  USGS QUAD   -  SQUAW LAKE (1996)
 DH8990
 DH8990                         *CURRENT SURVEY CONTROL
 DH8990  ______________________________________________________________________
 DH8990* NAD 83(1986) POSITION- 47 41 47.0    (N) 094 13 38.4    (W)   HD_HELD2  
 DH8990* NAVD 88 ORTHO HEIGHT -   416.061  (meters)    1365.03  (feet) ADJUSTED  
 DH8990  ______________________________________________________________________
 DH8990  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DH8990  DYNAMIC HEIGHT  -        416.122 (meters)     1365.23  (feet) COMP
 DH8990  MODELED GRAVITY -    980,747.2   (mgal)                       NAVD 88
 DH8990
 DH8990  VERT ORDER      -  SECOND    CLASS I
 DH8990
 DH8990.The horizontal coordinates were established by autonomous hand held GPS
 DH8990.observations and have an estimated accuracy of +/- 10 meters.
 DH8990.
 DH8990.The orthometric height was determined by differential leveling and
 DH8990.adjusted in September 2006.
 DH8990
 DH8990.Photographs are available for this station.
 DH8990
 DH8990.The dynamic height is computed by dividing the NAVD 88
 DH8990.geopotential number by the normal gravity value computed on the
 DH8990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8990.degrees latitude (g = 980.6199 gals.).
 DH8990
 DH8990.The modeled gravity was interpolated from observed gravity values.
 DH8990
 DH8990;                    North         East    Units  Estimated Accuracy
 DH8990;SPC MN N     -   233,623.      715,391.      MT  (+/- 10 meters HH2 GPS)
 DH8990
 DH8990                          SUPERSEDED SURVEY CONTROL
 DH8990
 DH8990.No superseded survey control is available for this station.
 DH8990
 DH8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0791183285(NAD 83)
 DH8990
 DH8990_MARKER: DD = SURVEY DISK
 DH8990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH8990_SP_SET: BOX CULVERT
 DH8990_STAMPING: 3109 A
 DH8990_MARK LOGO: MNDT  
 DH8990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8990+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 DH8990
 DH8990  HISTORY     - Date     Condition        Report By
 DH8990  HISTORY     - 1953     MONUMENTED       MNDT
 DH8990  HISTORY     - 20010919 GOOD             MNDT
 DH8990
 DH8990                          STATION DESCRIPTION
 DH8990
 DH8990'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH8990'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.9 MI (9.5 KM)
 DH8990'NW OF SQUAW LAKE, IN SE HEADWALL OF TH 46 TRIPLE BOX CULVERT NO 8803
 DH8990'OVER POPPLE RIVER, AT TH 46 MP 33.27, 16.5 FT (5.0 M) NE OF TH 46, AND
 DH8990'NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8785 ***********************************************************************
 DF8785  DESIGNATION -  3109 AA
 DF8785  PID         -  DF8785
 DF8785  STATE/COUNTY-  MN/ITASCA
 DF8785  COUNTRY     -  US
 DF8785  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8785
 DF8785                         *CURRENT SURVEY CONTROL
 DF8785  ______________________________________________________________________
 DF8785* NAD 83(2007) POSITION- 47 47 41.77782(N) 094 15 59.36840(W)   ADJUSTED  
 DF8785* NAD 83(2007) ELLIP HT-   409.214 (meters)        (02/10/07)   ADJUSTED
 DF8785* NAD 83(2007) EPOCH   -  2002.00
 DF8785* NAVD 88 ORTHO HEIGHT -   437.668  (meters)    1435.92  (feet) ADJUSTED  
 DF8785  ______________________________________________________________________
 DF8785  NAD 83(2007) X  -   -319,373.236 (meters)                     COMP
 DF8785  NAD 83(2007) Y  - -4,281,012.968 (meters)                     COMP
 DF8785  NAD 83(2007) Z  -  4,701,892.673 (meters)                     COMP
 DF8785  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC09
 DF8785  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DF8785  DYNAMIC HEIGHT  -        437.730 (meters)     1436.12  (feet) COMP
 DF8785  MODELED GRAVITY -    980,739.2   (mgal)                       NAVD 88
 DF8785
 DF8785  VERT ORDER      -  SECOND    CLASS I
 DF8785
 DF8785  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8785  Type                                         Horiz  Ellip  Dist(km)
 DF8785  -------------------------------------------------------------------
 DF8785  NETWORK                                       1.19   0.76
 DF8785  -------------------------------------------------------------------
 DF8785  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.09   0.57      2.76
 DF8785  -------------------------------------------------------------------
 DF8785  NOTE: Click here for information on individual local accuracy
 DF8785  values and other accuracy information.
 DF8785
 DF8785
 DF8785.The horizontal coordinates were established by GPS observations
 DF8785.and adjusted by the National Geodetic Survey in February 2007.
 DF8785
 DF8785.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8785.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8785
 DF8785.The horizontal coordinates are valid at the epoch date displayed above
 DF8785.which is a decimal equivalence of Year/Month/Day.
 DF8785
 DF8785.The orthometric height was determined by differential leveling and
 DF8785.adjusted in September 2006.
 DF8785
 DF8785.Photographs are available for this station.
 DF8785
 DF8785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8785
 DF8785.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8785
 DF8785.The ellipsoidal height was determined by GPS observations
 DF8785.and is referenced to NAD 83.
 DF8785
 DF8785.The dynamic height is computed by dividing the NAVD 88
 DF8785.geopotential number by the normal gravity value computed on the
 DF8785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8785.degrees latitude (g = 980.6199 gals.).
 DF8785
 DF8785.The modeled gravity was interpolated from observed gravity values.
 DF8785
 DF8785. The following values were computed from the NAD 83(2007) position.
 DF8785
 DF8785;                    North         East     Units Scale Factor Converg.
 DF8785;SPC MN N     -   244,621.761   712,617.559   MT  0.99990307   -0 51 52.7
 DF8785;SPC MN N     -   802,563.23  2,337,979.44   sFT  0.99990307   -0 51 52.7
 DF8785;UTM  15      - 5,294,285.441   405,152.407   MT  0.99971054   -0 56 17.6
 DF8785
 DF8785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8785!SPC MN N     -   0.99993587  x   0.99990307  =   0.99983894
 DF8785!UTM  15      -   0.99993587  x   0.99971054  =   0.99964642
 DF8785
 DF8785:                Primary Azimuth Mark                     Grid Az
 DF8785:SPC MN N     -  3109 AB                                  004 58 03.3
 DF8785:UTM  15      -  3109 AB                                  005 02 28.2
 DF8785
 DF8785|---------------------------------------------------------------------|
 DF8785| PID    Reference Object                     Distance      Geod. Az  |
 DF8785|                                                           dddmmss.s |
 DF8785| DF8786 3109 AB                             APPROX. 1.6 KM 0040610.6 |
 DF8785|---------------------------------------------------------------------|
 DF8785
 DF8785                          SUPERSEDED SURVEY CONTROL
 DF8785
 DF8785  NAD 83(1996)-  47 47 41.77765(N)    094 15 59.36814(W) AD(       ) 1
 DF8785  ELLIP H (10/23/03)  409.220  (m)                       GP(       ) 4 1
 DF8785  NAVD 88 (10/23/03)  437.66   (m)         1435.9    (f) LEVELING    3  
 DF8785
 DF8785.Superseded values are not recommended for survey control.
 DF8785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8785.See file dsdata.txt to determine how the superseded data were derived.
 DF8785
 DF8785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0515294285(NAD 83)
 DF8785
 DF8785_MARKER: DD = SURVEY DISK
 DF8785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8785_STAMPING: 3109 AA 2001
 DF8785_MARK LOGO: MNDT  
 DF8785_PROJECTION: RECESSED 3 CENTIMETERS
 DF8785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8785+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8785_ROD/PIPE-DEPTH:  4.6 meters
 DF8785
 DF8785  HISTORY     - Date     Condition        Report By
 DF8785  HISTORY     - 2001     MONUMENTED       MNDT
 DF8785
 DF8785                          STATION DESCRIPTION
 DF8785
 DF8785'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8785'THE MARK IS 4.6 MI (7.4 KM) NORTH OF ALVWOOD, 4.6 MI (7.4 KM) NORTH
 DF8785'ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46 MP
 DF8785'40.9, 66.8 FT (20.4 M) WEST OF TH 46, 63.3 FT (19.3 M) SE OF P-POLE,
 DF8785'32.6 FT (9.9 M) SOUTH OF TWP RD 8, 3.3 FT (1.0 M) WEST OF WIT POST,
 DF8785'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8786 ***********************************************************************
 DF8786  DESIGNATION -  3109 AB
 DF8786  PID         -  DF8786
 DF8786  STATE/COUNTY-  MN/ITASCA
 DF8786  COUNTRY     -  US
 DF8786  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8786
 DF8786                         *CURRENT SURVEY CONTROL
 DF8786  ______________________________________________________________________
 DF8786* NAD 83(2007) POSITION- 47 48 34.67853(N) 094 15 53.73526(W)   ADJUSTED  
 DF8786* NAD 83(2007) ELLIP HT-   412.815 (meters)        (02/10/07)   ADJUSTED
 DF8786* NAD 83(2007) EPOCH   -  2002.00
 DF8786* NAVD 88 ORTHO HEIGHT -   441.282  (meters)    1447.77  (feet) ADJUSTED  
 DF8786  ______________________________________________________________________
 DF8786  NAD 83(2007) X  -   -319,166.479 (meters)                     COMP
 DF8786  NAD 83(2007) Y  - -4,279,816.971 (meters)                     COMP
 DF8786  NAD 83(2007) Z  -  4,702,992.851 (meters)                     COMP
 DF8786  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 DF8786  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DF8786  DYNAMIC HEIGHT  -        441.344 (meters)     1447.98  (feet) COMP
 DF8786  MODELED GRAVITY -    980,740.0   (mgal)                       NAVD 88
 DF8786
 DF8786  VERT ORDER      -  SECOND    CLASS I
 DF8786
 DF8786  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8786  Type                                         Horiz  Ellip  Dist(km)
 DF8786  -------------------------------------------------------------------
 DF8786  NETWORK                                       1.10   0.73
 DF8786  -------------------------------------------------------------------
 DF8786  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.99   0.53      2.87
 DF8786  -------------------------------------------------------------------
 DF8786  NOTE: Click here for information on individual local accuracy
 DF8786  values and other accuracy information.
 DF8786
 DF8786
 DF8786.The horizontal coordinates were established by GPS observations
 DF8786.and adjusted by the National Geodetic Survey in February 2007.
 DF8786
 DF8786.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8786.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8786
 DF8786.The horizontal coordinates are valid at the epoch date displayed above
 DF8786.which is a decimal equivalence of Year/Month/Day.
 DF8786
 DF8786.The orthometric height was determined by differential leveling and
 DF8786.adjusted in September 2006.
 DF8786
 DF8786.Photographs are available for this station.
 DF8786
 DF8786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8786
 DF8786.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8786
 DF8786.The ellipsoidal height was determined by GPS observations
 DF8786.and is referenced to NAD 83.
 DF8786
 DF8786.The dynamic height is computed by dividing the NAVD 88
 DF8786.geopotential number by the normal gravity value computed on the
 DF8786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8786.degrees latitude (g = 980.6199 gals.).
 DF8786
 DF8786.The modeled gravity was interpolated from observed gravity values.
 DF8786
 DF8786. The following values were computed from the NAD 83(2007) position.
 DF8786
 DF8786;                    North         East     Units Scale Factor Converg.
 DF8786;SPC MN N     -   246,253.494   712,759.386   MT  0.99990292   -0 51 48.5
 DF8786;SPC MN N     -   807,916.67  2,338,444.75   sFT  0.99990292   -0 51 48.5
 DF8786;UTM  15      - 5,295,916.677   405,296.306   MT  0.99971021   -0 56 14.2
 DF8786
 DF8786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8786!SPC MN N     -   0.99993530  x   0.99990292  =   0.99983823
 DF8786!UTM  15      -   0.99993530  x   0.99971021  =   0.99964553
 DF8786
 DF8786:                Primary Azimuth Mark                     Grid Az
 DF8786:SPC MN N     -  3109 AA                                  184 58 03.3
 DF8786:UTM  15      -  3109 AA                                  185 02 29.0
 DF8786
 DF8786|---------------------------------------------------------------------|
 DF8786| PID    Reference Object                     Distance      Geod. Az  |
 DF8786|                                                           dddmmss.s |
 DF8786| DF8785 3109 AA                             APPROX. 1.6 KM 1840614.8 |
 DF8786|---------------------------------------------------------------------|
 DF8786
 DF8786                          SUPERSEDED SURVEY CONTROL
 DF8786
 DF8786  NAD 83(1996)-  47 48 34.67836(N)    094 15 53.73500(W) AD(       ) 1
 DF8786  ELLIP H (10/23/03)  412.821  (m)                       GP(       ) 4 1
 DF8786  NAVD 88 (06/13/11)  441.28   (m)         1447.8    (f) LEVELING    3  
 DF8786  NAVD 88 (10/23/03)  441.28   (m)         1447.8    (f) LEVELING    3  
 DF8786
 DF8786.Superseded values are not recommended for survey control.
 DF8786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8786.See file dsdata.txt to determine how the superseded data were derived.
 DF8786
 DF8786_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0529695916(NAD 83)
 DF8786
 DF8786_MARKER: DD = SURVEY DISK
 DF8786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8786_STAMPING: 3109 AB 2001
 DF8786_MARK LOGO: MNDT  
 DF8786_PROJECTION: FLUSH
 DF8786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8786+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DF8786_ROD/PIPE-DEPTH:  4.6 meters
 DF8786
 DF8786  HISTORY     - Date     Condition        Report By
 DF8786  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8786  HISTORY     - 20090806 GOOD             MNDT
 DF8786
 DF8786                          STATION DESCRIPTION
 DF8786
 DF8786'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8786'THE MARK IS 5.6 MI (9.0 KM) NORTH OF ALVWOOD, 5.6 MI (9.0 KM) NORTH
 DF8786'ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46 MP
 DF8786'41.9, 91 FT (27.7 M) WEST OF TH 46, 48.0 FT (14.6 M) NORTH OF CABLE
 DF8786'PED, 24.5 FT (7.5 M) NORTH OF TWP RD 10, 11.9 FT (3.6 M) SE OF P-POLE,
 DF8786'2.1 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF8786'GPS.  ROD DEPTH IS 15 FT.
 DF8786
 DF8786                          STATION RECOVERY (2009)
 DF8786
 DF8786'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8786'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8786'THE MARK IS 5.6 MILES NORTH OF ALVWOOD, 5.6 MILES NORTH ALONG TRUNK
 DF8786'HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND COUNTY ROAD 13 IN
 DF8786'ALVWOOD, AT TRUNK HIGHWAY 46 MILEPOINT 41.9, 91.0 FEET WEST OF TRUNK
 DF8786'HIGHWAY 46, 48.0 FEET NORTH OF CABLE PEDESTAL, 24.5 FEET NORTH OF
 DF8786'TOWNSHIP ROAD 10 (GRAVEL ROAD), 11.9 FEET SOUTHEAST OF POWER POLE, 2.1
 DF8786'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8787 ***********************************************************************
 DF8787  DESIGNATION -  3109 AC
 DF8787  PID         -  DF8787
 DF8787  STATE/COUNTY-  MN/ITASCA
 DF8787  COUNTRY     -  US
 DF8787  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8787
 DF8787                         *CURRENT SURVEY CONTROL
 DF8787  ______________________________________________________________________
 DF8787* NAD 83(2007) POSITION- 47 49 21.14700(N) 094 15 56.30855(W)   ADJUSTED  
 DF8787* NAD 83(2007) ELLIP HT-   407.934 (meters)        (02/10/07)   ADJUSTED
 DF8787* NAD 83(2007) EPOCH   -  2002.00
 DF8787* NAVD 88 ORTHO HEIGHT -   436.405  (meters)    1431.77  (feet) ADJUSTED  
 DF8787  ______________________________________________________________________
 DF8787  NAD 83(2007) X  -   -319,140.523 (meters)                     COMP
 DF8787  NAD 83(2007) Y  - -4,278,749.133 (meters)                     COMP
 DF8787  NAD 83(2007) Z  -  4,703,953.043 (meters)                     COMP
 DF8787  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC09
 DF8787  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DF8787  DYNAMIC HEIGHT  -        436.468 (meters)     1431.98  (feet) COMP
 DF8787  MODELED GRAVITY -    980,743.9   (mgal)                       NAVD 88
 DF8787
 DF8787  VERT ORDER      -  SECOND    CLASS I
 DF8787
 DF8787  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8787  Type                                         Horiz  Ellip  Dist(km)
 DF8787  -------------------------------------------------------------------
 DF8787  NETWORK                                       1.14   0.71
 DF8787  -------------------------------------------------------------------
 DF8787  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.06   0.53      2.61
 DF8787  -------------------------------------------------------------------
 DF8787  NOTE: Click here for information on individual local accuracy
 DF8787  values and other accuracy information.
 DF8787
 DF8787
 DF8787.The horizontal coordinates were established by GPS observations
 DF8787.and adjusted by the National Geodetic Survey in February 2007.
 DF8787
 DF8787.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8787.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8787
 DF8787.The horizontal coordinates are valid at the epoch date displayed above
 DF8787.which is a decimal equivalence of Year/Month/Day.
 DF8787
 DF8787.The orthometric height was determined by differential leveling and
 DF8787.adjusted in September 2006.
 DF8787
 DF8787.Photographs are available for this station.
 DF8787
 DF8787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8787
 DF8787.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8787
 DF8787.The ellipsoidal height was determined by GPS observations
 DF8787.and is referenced to NAD 83.
 DF8787
 DF8787.The dynamic height is computed by dividing the NAVD 88
 DF8787.geopotential number by the normal gravity value computed on the
 DF8787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8787.degrees latitude (g = 980.6199 gals.).
 DF8787
 DF8787.The modeled gravity was interpolated from observed gravity values.
 DF8787
 DF8787. The following values were computed from the NAD 83(2007) position.
 DF8787
 DF8787;                    North         East     Units Scale Factor Converg.
 DF8787;SPC MN N     -   247,689.187   712,727.498   MT  0.99990284   -0 51 50.4
 DF8787;SPC MN N     -   812,626.94  2,338,340.13   sFT  0.99990284   -0 51 50.4
 DF8787;UTM  15      - 5,297,352.133   405,266.275   MT  0.99971028   -0 56 16.8
 DF8787
 DF8787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8787!SPC MN N     -   0.99993607  x   0.99990284  =   0.99983891
 DF8787!UTM  15      -   0.99993607  x   0.99971028  =   0.99964637
 DF8787
 DF8787:                Primary Azimuth Mark                     Grid Az
 DF8787:SPC MN N     -  3109 AB                                  178 43 39.4
 DF8787:UTM  15      -  3109 AB                                  178 48 05.8
 DF8787
 DF8787|---------------------------------------------------------------------|
 DF8787| PID    Reference Object                     Distance      Geod. Az  |
 DF8787|                                                           dddmmss.s |
 DF8787| DF8786 3109 AB                             APPROX. 1.4 KM 1775149.0 |
 DF8787|---------------------------------------------------------------------|
 DF8787
 DF8787                          SUPERSEDED SURVEY CONTROL
 DF8787
 DF8787  NAD 83(1996)-  47 49 21.14680(N)    094 15 56.30831(W) AD(       ) 1
 DF8787  ELLIP H (10/23/03)  407.941  (m)                       GP(       ) 4 1
 DF8787  NAVD 88 (10/23/03)  436.40   (m)         1431.8    (f) LEVELING    3  
 DF8787
 DF8787.Superseded values are not recommended for survey control.
 DF8787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8787.See file dsdata.txt to determine how the superseded data were derived.
 DF8787
 DF8787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0526697352(NAD 83)
 DF8787
 DF8787_MARKER: DD = SURVEY DISK
 DF8787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8787_STAMPING: 3109 AC 2001
 DF8787_MARK LOGO: MNDT  
 DF8787_PROJECTION: FLUSH
 DF8787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8787+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8787_ROD/PIPE-DEPTH:  5.5 meters
 DF8787
 DF8787  HISTORY     - Date     Condition        Report By
 DF8787  HISTORY     - 2001     MONUMENTED       MNDT
 DF8787
 DF8787                          STATION DESCRIPTION
 DF8787
 DF8787'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8787'THE MARK IS 6.5 MI (10.5 KM) NORTH OF ALVWOOD, 6.5 MI (10.5 KM) NORTH
 DF8787'ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46 MP
 DF8787'42.8, 59 FT (18.0 M) WEST OF TH 46, 47.2 FT (14.4 M) SW OF CABLE PED,
 DF8787'12.5 FT (3.8 M) SOUTH OF ENT, 6.8 FT (2.1 M) SE OF SOUTH GATE POST,
 DF8787'1.8 FT (0.5 M) EAST OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF8787'GPS.  ROD DEPTH IS 18 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8788 ***********************************************************************
 DF8788  DESIGNATION -  3109 AD
 DF8788  PID         -  DF8788
 DF8788  STATE/COUNTY-  MN/ITASCA
 DF8788  COUNTRY     -  US
 DF8788  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8788
 DF8788                         *CURRENT SURVEY CONTROL
 DF8788  ______________________________________________________________________
 DF8788* NAD 83(2007) POSITION- 47 50 06.94291(N) 094 16 08.89465(W)   ADJUSTED  
 DF8788* NAD 83(2007) ELLIP HT-   403.924 (meters)        (02/10/07)   ADJUSTED
 DF8788* NAD 83(2007) EPOCH   -  2002.00
 DF8788* NAVD 88 ORTHO HEIGHT -   432.389  (meters)    1418.60  (feet) ADJUSTED  
 DF8788  ______________________________________________________________________
 DF8788  NAD 83(2007) X  -   -319,323.366 (meters)                     COMP
 DF8788  NAD 83(2007) Y  - -4,277,681.521 (meters)                     COMP
 DF8788  NAD 83(2007) Z  -  4,704,899.697 (meters)                     COMP
 DF8788  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC09
 DF8788  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DF8788  DYNAMIC HEIGHT  -        432.454 (meters)     1418.81  (feet) COMP
 DF8788  MODELED GRAVITY -    980,748.3   (mgal)                       NAVD 88
 DF8788
 DF8788  VERT ORDER      -  SECOND    CLASS I
 DF8788
 DF8788  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8788  Type                                         Horiz  Ellip  Dist(km)
 DF8788  -------------------------------------------------------------------
 DF8788  NETWORK                                       1.17   0.73
 DF8788  -------------------------------------------------------------------
 DF8788  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.10   0.55      1.44
 DF8788  -------------------------------------------------------------------
 DF8788  NOTE: Click here for information on individual local accuracy
 DF8788  values and other accuracy information.
 DF8788
 DF8788
 DF8788.The horizontal coordinates were established by GPS observations
 DF8788.and adjusted by the National Geodetic Survey in February 2007.
 DF8788
 DF8788.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8788.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8788
 DF8788.The horizontal coordinates are valid at the epoch date displayed above
 DF8788.which is a decimal equivalence of Year/Month/Day.
 DF8788
 DF8788.The orthometric height was determined by differential leveling and
 DF8788.adjusted in September 2006.
 DF8788
 DF8788.Photographs are available for this station.
 DF8788
 DF8788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8788
 DF8788.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8788
 DF8788.The ellipsoidal height was determined by GPS observations
 DF8788.and is referenced to NAD 83.
 DF8788
 DF8788.The dynamic height is computed by dividing the NAVD 88
 DF8788.geopotential number by the normal gravity value computed on the
 DF8788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8788.degrees latitude (g = 980.6199 gals.).
 DF8788
 DF8788.The modeled gravity was interpolated from observed gravity values.
 DF8788
 DF8788. The following values were computed from the NAD 83(2007) position.
 DF8788
 DF8788;                    North         East     Units Scale Factor Converg.
 DF8788;SPC MN N     -   249,107.260   712,487.150   MT  0.99990282   -0 51 59.7
 DF8788;SPC MN N     -   817,279.40  2,337,551.59   sFT  0.99990282   -0 51 59.7
 DF8788;UTM  15      - 5,298,770.243   405,027.806   MT  0.99971083   -0 56 26.8
 DF8788
 DF8788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8788!SPC MN N     -   0.99993670  x   0.99990282  =   0.99983952
 DF8788!UTM  15      -   0.99993670  x   0.99971083  =   0.99964754
 DF8788
 DF8788:                Primary Azimuth Mark                     Grid Az
 DF8788:SPC MN N     -  3109 AC                                  170 22 49.3
 DF8788:UTM  15      -  3109 AC                                  170 27 16.4
 DF8788
 DF8788|---------------------------------------------------------------------|
 DF8788| PID    Reference Object                     Distance      Geod. Az  |
 DF8788|                                                           dddmmss.s |
 DF8788| DF8787 3109 AC                             APPROX. 1.4 KM 1693049.6 |
 DF8788|---------------------------------------------------------------------|
 DF8788
 DF8788                          SUPERSEDED SURVEY CONTROL
 DF8788
 DF8788  NAD 83(1996)-  47 50 06.94270(N)    094 16 08.89439(W) AD(       ) 1
 DF8788  ELLIP H (10/23/03)  403.930  (m)                       GP(       ) 4 1
 DF8788  NAVD 88 (10/23/03)  432.39   (m)         1418.6    (f) LEVELING    3  
 DF8788
 DF8788.Superseded values are not recommended for survey control.
 DF8788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8788.See file dsdata.txt to determine how the superseded data were derived.
 DF8788
 DF8788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0502798770(NAD 83)
 DF8788
 DF8788_MARKER: DD = SURVEY DISK
 DF8788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8788_STAMPING: 3109 AD 2001
 DF8788_MARK LOGO: MNDT  
 DF8788_PROJECTION: FLUSH
 DF8788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8788+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8788_ROD/PIPE-DEPTH:  6.1 meters
 DF8788
 DF8788  HISTORY     - Date     Condition        Report By
 DF8788  HISTORY     - 2001     MONUMENTED       MNDT
 DF8788
 DF8788                          STATION DESCRIPTION
 DF8788
 DF8788'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8788'THE MARK IS 2.75 MI (4.43 KM) SOUTH OF NORTHOME, 2.95 MI (4.75 KM)
 DF8788'SOUTH ALONG TH 46 FROM JCT OF TH 46 AND TH 71 IN NORTHOME, AT TH 46 MP
 DF8788'43.7, 131 FT (39.9 M) WEST OF TH 46, 18.5 FT (5.6 M) NORTH OF CO RD
 DF8788'30, 5.1 FT (1.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE
 DF8788'FOR GPS.  ROD DEPTH IS 20 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8991 ***********************************************************************
 DH8991  DESIGNATION -  3109 C
 DH8991  PID         -  DH8991
 DH8991  STATE/COUNTY-  MN/ITASCA
 DH8991  COUNTRY     -  US
 DH8991  USGS QUAD   -  SQUAW LAKE (1996)
 DH8991
 DH8991                         *CURRENT SURVEY CONTROL
 DH8991  ______________________________________________________________________
 DH8991* NAD 83(1986) POSITION- 47 37 41.4    (N) 094 08 11.8    (W)   HD_HELD2  
 DH8991* NAVD 88 ORTHO HEIGHT -   406.470  (meters)    1333.56  (feet) ADJUSTED  
 DH8991  ______________________________________________________________________
 DH8991  GEOID HEIGHT    -        -28.49  (meters)                     GEOID09
 DH8991  DYNAMIC HEIGHT  -        406.528 (meters)     1333.75  (feet) COMP
 DH8991  MODELED GRAVITY -    980,741.4   (mgal)                       NAVD 88
 DH8991
 DH8991  VERT ORDER      -  SECOND    CLASS I
 DH8991
 DH8991.The horizontal coordinates were established by autonomous hand held GPS
 DH8991.observations and have an estimated accuracy of +/- 10 meters.
 DH8991.
 DH8991.The orthometric height was determined by differential leveling and
 DH8991.adjusted in September 2006.
 DH8991
 DH8991.Photographs are available for this station.
 DH8991
 DH8991.The dynamic height is computed by dividing the NAVD 88
 DH8991.geopotential number by the normal gravity value computed on the
 DH8991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8991.degrees latitude (g = 980.6199 gals.).
 DH8991
 DH8991.The modeled gravity was interpolated from observed gravity values.
 DH8991
 DH8991;                    North         East    Units  Estimated Accuracy
 DH8991;SPC MN N     -   225,944.      722,098.      MT  (+/- 10 meters HH2 GPS)
 DH8991
 DH8991                          SUPERSEDED SURVEY CONTROL
 DH8991
 DH8991.No superseded survey control is available for this station.
 DH8991
 DH8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1460675599(NAD 83)
 DH8991
 DH8991_MARKER: DB = BENCH MARK DISK
 DH8991_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8991_SP_SET: BRIDGE WALL
 DH8991_STAMPING: 3109 C
 DH8991_MARK LOGO: MNDT  
 DH8991_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8991+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2006
 DH8991
 DH8991  HISTORY     - Date     Condition        Report By
 DH8991  HISTORY     - 1979     MONUMENTED       MNDT
 DH8991  HISTORY     - 20010919 GOOD             MNDT
 DH8991  HISTORY     - 20061111 GOOD             USPSQD
 DH8991
 DH8991                          STATION DESCRIPTION
 DH8991
 DH8991'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH8991'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN SQUAW LAKE,
 DH8991'IN SE WINGWALL OF TH 46 BRDG NO 31027 OVER POPPLE RIVER, 25 FT (7.6 M)
 DH8991'EAST OF TH 46, TH 46 MP 26.8, AND NOT SUITABLE FOR GPS.
 DH8991
 DH8991                          STATION RECOVERY (2006)
 DH8991
 DH8991'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 DH8991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8789 ***********************************************************************
 DF8789  DESIGNATION -  3109 D
 DF8789  PID         -  DF8789
 DF8789  STATE/COUNTY-  MN/ITASCA
 DF8789  COUNTRY     -  US
 DF8789  USGS QUAD   -  DEER RIVER (1996)
 DF8789
 DF8789                         *CURRENT SURVEY CONTROL
 DF8789  ______________________________________________________________________
 DF8789* NAD 83(2007) POSITION- 47 20 53.23691(N) 093 49 53.35179(W)   ADJUSTED  
 DF8789* NAD 83(2007) ELLIP HT-   368.068 (meters)        (02/10/07)   ADJUSTED
 DF8789* NAD 83(2007) EPOCH   -  2002.00
 DF8789* NAVD 88 ORTHO HEIGHT -   397.057  (meters)    1302.68  (feet) ADJUSTED  
 DF8789  ______________________________________________________________________
 DF8789  NAD 83(2007) X  -   -289,310.316 (meters)                     COMP
 DF8789  NAD 83(2007) Y  - -4,319,875.141 (meters)                     COMP
 DF8789  NAD 83(2007) Z  -  4,668,344.132 (meters)                     COMP
 DF8789  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC09
 DF8789  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 DF8789  DYNAMIC HEIGHT  -        397.095 (meters)     1302.80  (feet) COMP
 DF8789  MODELED GRAVITY -    980,696.9   (mgal)                       NAVD 88
 DF8789
 DF8789  VERT ORDER      -  SECOND    CLASS I
 DF8789
 DF8789  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8789  Type                                         Horiz  Ellip  Dist(km)
 DF8789  -------------------------------------------------------------------
 DF8789  NETWORK                                       1.26   0.86
 DF8789  -------------------------------------------------------------------
 DF8789  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.98   0.63      1.84
 DF8789  -------------------------------------------------------------------
 DF8789  NOTE: Click here for information on individual local accuracy
 DF8789  values and other accuracy information.
 DF8789
 DF8789
 DF8789.The horizontal coordinates were established by GPS observations
 DF8789.and adjusted by the National Geodetic Survey in February 2007.
 DF8789
 DF8789.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8789.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8789
 DF8789.The horizontal coordinates are valid at the epoch date displayed above
 DF8789.which is a decimal equivalence of Year/Month/Day.
 DF8789
 DF8789.The orthometric height was determined by differential leveling and
 DF8789.adjusted in September 2006.
 DF8789
 DF8789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8789
 DF8789.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8789
 DF8789.The ellipsoidal height was determined by GPS observations
 DF8789.and is referenced to NAD 83.
 DF8789
 DF8789.The dynamic height is computed by dividing the NAVD 88
 DF8789.geopotential number by the normal gravity value computed on the
 DF8789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8789.degrees latitude (g = 980.6199 gals.).
 DF8789
 DF8789.The modeled gravity was interpolated from observed gravity values.
 DF8789
 DF8789. The following values were computed from the NAD 83(2007) position.
 DF8789
 DF8789;                    North         East     Units Scale Factor Converg.
 DF8789;SPC MN N     -   194,550.111   744,732.652   MT  0.99993876   -0 32 31.9
 DF8789;SPC MN N     -   638,286.49  2,443,343.71   sFT  0.99993876   -0 32 31.9
 DF8789;UTM  15      - 5,244,185.927   437,197.692   MT  0.99964847   -0 36 41.6
 DF8789
 DF8789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8789!SPC MN N     -   0.99994231  x   0.99993876  =   0.99988107
 DF8789!UTM  15      -   0.99994231  x   0.99964847  =   0.99959080
 DF8789
 DF8789                          SUPERSEDED SURVEY CONTROL
 DF8789
 DF8789  NAD 83(1996)-  47 20 53.23706(N)    093 49 53.35142(W) AD(       ) 1
 DF8789  ELLIP H (10/23/03)  368.071  (m)                       GP(       ) 4 1
 DF8789  NAVD 88 (10/23/03)  397.06   (m)         1302.7    (f) LEVELING    3  
 DF8789
 DF8789.Superseded values are not recommended for survey control.
 DF8789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8789.See file dsdata.txt to determine how the superseded data were derived.
 DF8789
 DF8789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3719744185(NAD 83)
 DF8789
 DF8789_MARKER: DD = SURVEY DISK
 DF8789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8789_STAMPING: 3109 D 2001
 DF8789_MARK LOGO: MNDT  
 DF8789_PROJECTION: FLUSH
 DF8789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8789+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8789_ROD/PIPE-DEPTH:  6.1 meters
 DF8789
 DF8789  HISTORY     - Date     Condition        Report By
 DF8789  HISTORY     - 2001     MONUMENTED       MNDT
 DF8789
 DF8789                          STATION DESCRIPTION
 DF8789
 DF8789'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8789'THE MARK IS 2 MI (3.2 KM) WNW OF DEER RIVER, 1 MI (1.6 KM) NW ALONG TH
 DF8789'46 FROM JCT OF TH 46 AND TH 2 (1 MI WEST OF DEER RIVER) , AT TH 46 MP
 DF8789'1, 91 FT (27.7 M) NE OF TH 1, 35.4 FT (10.8 M) NW OF PUMP, 14.5 FT
 DF8789'(4.4 M) NW OF CEMETERY ENT, 5.1 FT (1.6 M) NW OF FENCE COR, 2.9 FT
 DF8789'(0.9 M) NW OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR
 DF8789'GPS.  ROD DEPTH IS 20 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8119 ***********************************************************************
 DM8119  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8119  DESIGNATION -  3109 D RESET
 DM8119  PID         -  DM8119
 DM8119  STATE/COUNTY-  MN/ITASCA
 DM8119  COUNTRY     -  US
 DM8119  USGS QUAD   -  DEER RIVER (1996)
 DM8119
 DM8119                         *CURRENT SURVEY CONTROL
 DM8119  ______________________________________________________________________
 DM8119* NAD 83(2007) POSITION- 47 20 53.23705(N) 093 49 53.35165(W)   ADJUSTED  
 DM8119* NAD 83(2007) ELLIP HT-   367.985 (meters)        (06/13/11)   ADJUSTED
 DM8119* NAD 83(2007) EPOCH   -  2002.00
 DM8119* NAVD 88 ORTHO HEIGHT -   397.00   (meters)    1302.5   (feet) GPS OBS   
 DM8119  ______________________________________________________________________
 DM8119  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 DM8119  NAD 83(2007) X  -   -289,310.309 (meters)                     COMP
 DM8119  NAD 83(2007) Y  - -4,319,875.082 (meters)                     COMP
 DM8119  NAD 83(2007) Z  -  4,668,344.074 (meters)                     COMP
 DM8119  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC09
 DM8119  HORZ ORDER      -  FIRST
 DM8119  ELLP ORDER      -  FOURTH    CLASS I
 DM8119
 DM8119.The horizontal coordinates were established by GPS observations
 DM8119.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8119
 DM8119.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8119.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8119
 DM8119.The horizontal coordinates are valid at the epoch date displayed above
 DM8119.which is a decimal equivalence of Year/Month/Day.
 DM8119
 DM8119.The orthometric height was determined by GPS observations and a
 DM8119.high-resolution geoid model using precise GPS observation and
 DM8119.processing techniques.
 DM8119
 DM8119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8119
 DM8119.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8119
 DM8119.The ellipsoidal height was determined by GPS observations
 DM8119.and is referenced to NAD 83.
 DM8119
 DM8119. The following values were computed from the NAD 83(2007) position.
 DM8119
 DM8119;                    North         East     Units Scale Factor Converg.
 DM8119;SPC MN N     -   194,550.115   744,732.655   MT  0.99993876   -0 32 31.9
 DM8119;SPC MN N     -   638,286.50  2,443,343.72   sFT  0.99993876   -0 32 31.9
 DM8119;UTM  15      - 5,244,185.931   437,197.695   MT  0.99964847   -0 36 41.6
 DM8119
 DM8119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8119!SPC MN N     -   0.99994232  x   0.99993876  =   0.99988109
 DM8119!UTM  15      -   0.99994232  x   0.99964847  =   0.99959081
 DM8119
 DM8119                          SUPERSEDED SURVEY CONTROL
 DM8119
 DM8119.No superseded survey control is available for this station.
 DM8119
 DM8119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3719744185(NAD 83)
 DM8119
 DM8119_MARKER: I = METAL ROD
 DM8119_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8119_STAMPING: 3109 D 2001 RESET 2009
 DM8119_MARK LOGO: MNDT  
 DM8119_PROJECTION: RECESSED 8 CENTIMETERS
 DM8119_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8119+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 DM8119_ROD/PIPE-DEPTH:  6.1 meters
 DM8119
 DM8119  HISTORY     - Date     Condition        Report By
 DM8119  HISTORY     - 20090810 MONUMENTED       MNDT
 DM8119
 DM8119                          STATION DESCRIPTION
 DM8119
 DM8119'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8119'THE MARK IS 2.0 MILES WEST-NORTHWEST OF DEER RIVER, 1.0 MILE NORTHWEST
 DM8119'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND TRUNK
 DM8119'HIGHWAY 2 (1 MILE WEST OF DEER RIVER), AT TRUNK HIGHWAY 46 MILEPOINT
 DM8119'1.0, 91.0 FEET NORTHEAST OF HIGHWAY, 35.4 FEET NORTHWEST OF PUMP, 14.5
 DM8119'FEET NORTHWEST OF CEMETERY ENTRANCE, 5.1 FEET NORTHWEST OF FENCE
 DM8119'CORNER, 2.9 FEET NORTHWEST OF WITNESS POST, 3 FEET NORTHWEST OF CHAIN
 DM8119'LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8790 ***********************************************************************
 DF8790  DESIGNATION -  3109 E
 DF8790  PID         -  DF8790
 DF8790  STATE/COUNTY-  MN/ITASCA
 DF8790  COUNTRY     -  US
 DF8790  USGS QUAD   -  DEER RIVER (1996)
 DF8790
 DF8790                         *CURRENT SURVEY CONTROL
 DF8790  ______________________________________________________________________
 DF8790* NAD 83(2007) POSITION- 47 21 18.59197(N) 093 50 56.44606(W)   ADJUSTED  
 DF8790* NAD 83(2007) ELLIP HT-   371.388 (meters)        (02/10/07)   ADJUSTED
 DF8790* NAD 83(2007) EPOCH   -  2002.00
 DF8790* NAVD 88 ORTHO HEIGHT -   400.352  (meters)    1313.49  (feet) ADJUSTED  
 DF8790  ______________________________________________________________________
 DF8790  NAD 83(2007) X  -   -290,593.195 (meters)                     COMP
 DF8790  NAD 83(2007) Y  - -4,319,214.011 (meters)                     COMP
 DF8790  NAD 83(2007) Z  -  4,668,877.107 (meters)                     COMP
 DF8790  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC09
 DF8790  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 DF8790  DYNAMIC HEIGHT  -        400.392 (meters)     1313.62  (feet) COMP
 DF8790  MODELED GRAVITY -    980,700.3   (mgal)                       NAVD 88
 DF8790
 DF8790  VERT ORDER      -  SECOND    CLASS I
 DF8790
 DF8790  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8790  Type                                         Horiz  Ellip  Dist(km)
 DF8790  -------------------------------------------------------------------
 DF8790  NETWORK                                       1.29   0.86
 DF8790  -------------------------------------------------------------------
 DF8790  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.91   0.59      2.68
 DF8790  -------------------------------------------------------------------
 DF8790  NOTE: Click here for information on individual local accuracy
 DF8790  values and other accuracy information.
 DF8790
 DF8790
 DF8790.The horizontal coordinates were established by GPS observations
 DF8790.and adjusted by the National Geodetic Survey in February 2007.
 DF8790
 DF8790.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8790.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8790
 DF8790.The horizontal coordinates are valid at the epoch date displayed above
 DF8790.which is a decimal equivalence of Year/Month/Day.
 DF8790
 DF8790.The orthometric height was determined by differential leveling and
 DF8790.adjusted in September 2006.
 DF8790
 DF8790.Photographs are available for this station.
 DF8790
 DF8790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8790
 DF8790.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8790
 DF8790.The ellipsoidal height was determined by GPS observations
 DF8790.and is referenced to NAD 83.
 DF8790
 DF8790.The dynamic height is computed by dividing the NAVD 88
 DF8790.geopotential number by the normal gravity value computed on the
 DF8790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8790.degrees latitude (g = 980.6199 gals.).
 DF8790
 DF8790.The modeled gravity was interpolated from observed gravity values.
 DF8790
 DF8790. The following values were computed from the NAD 83(2007) position.
 DF8790
 DF8790;                    North         East     Units Scale Factor Converg.
 DF8790;SPC MN N     -   195,345.739   743,416.092   MT  0.99993773   -0 33 18.7
 DF8790;SPC MN N     -   640,896.81  2,439,024.30   sFT  0.99993773   -0 33 18.7
 DF8790;UTM  15      - 5,244,982.918   435,882.476   MT  0.99965052   -0 37 28.3
 DF8790
 DF8790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8790!SPC MN N     -   0.99994179  x   0.99993773  =   0.99987952
 DF8790!UTM  15      -   0.99994179  x   0.99965052  =   0.99959233
 DF8790
 DF8790                          SUPERSEDED SURVEY CONTROL
 DF8790
 DF8790  NAD 83(1996)-  47 21 18.59211(N)    093 50 56.44569(W) AD(       ) 1
 DF8790  ELLIP H (10/23/03)  371.392  (m)                       GP(       ) 4 1
 DF8790  NAVD 88 (06/13/11)  400.35   (m)         1313.5    (f) LEVELING    3  
 DF8790  NAVD 88 (10/23/03)  400.36   (m)         1313.5    (f) LEVELING    3  
 DF8790
 DF8790.Superseded values are not recommended for survey control.
 DF8790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8790.See file dsdata.txt to determine how the superseded data were derived.
 DF8790
 DF8790_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3588244982(NAD 83)
 DF8790
 DF8790_MARKER: DD = SURVEY DISK
 DF8790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8790_STAMPING: 3109 E 2001
 DF8790_MARK LOGO: MNDT  
 DF8790_PROJECTION: FLUSH
 DF8790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8790+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 DF8790_ROD/PIPE-DEPTH:  9.1 meters
 DF8790
 DF8790  HISTORY     - Date     Condition        Report By
 DF8790  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8790  HISTORY     - 20090810 GOOD             MNDT
 DF8790
 DF8790                          STATION DESCRIPTION
 DF8790
 DF8790'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8790'THE MARK IS 3 MI (4.8 KM) NW OF DEER RIVER, 1.95 MI (3.14 KM) NW ALONG
 DF8790'TH 46 FROM JCT OF TH 46 AND TH 2 (1 MI WEST OF DEER RIVER) , AT TH 46
 DF8790'MP 1.95, 84.5 FT (25.8 M) NE OF TH 46, 33.8 FT (10.3 M) SW OF P-POLE,
 DF8790'32 FT (9.8 M) WEST OF CO RD 164, 5.1 FT (1.6 M) NE OF FENCE COR POST,
 DF8790'3.6 FT (1.1 M) EAST OF FENCE, 2.8 FT (0.9 M) NW OF WIT POST, FLUSH,
 DF8790'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
 DF8790
 DF8790                          STATION RECOVERY (2009)
 DF8790
 DF8790'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8790'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8790'THE MARK IS 3.0 MILES NORTHWEST OF DEER RIVER, 1.95 MILES NORTHWEST
 DF8790'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND TRUNK
 DF8790'HIGHWAY 2 (1.0 MILE WEST OF DEER RIVER), AT TRUNK HIGHWAY 46 MILEPOINT
 DF8790'1.95, 84.5 FEET NORTHEAST OF TRUNK HIGHWAY 46, 33.8 FEET SOUTHWEST OF
 DF8790'POWER POLE, 32.0 FEET WEST OF COUNTY ROAD 164, 5.1 FEET NORTHEAST OF
 DF8790'FENCE CORNER POST, 3.6 FEET EAST OF FENCE, 2.8 FEET EAST OF WITNESS
 DF8790'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8791 ***********************************************************************
 DF8791  DESIGNATION -  3109 F
 DF8791  PID         -  DF8791
 DF8791  STATE/COUNTY-  MN/ITASCA
 DF8791  COUNTRY     -  US
 DF8791  USGS QUAD   -  BALL CLUB (1996)
 DF8791
 DF8791                         *CURRENT SURVEY CONTROL
 DF8791  ______________________________________________________________________
 DF8791* NAD 83(2007) POSITION- 47 22 25.36684(N) 093 53 46.55106(W)   ADJUSTED  
 DF8791* NAD 83(2007) ELLIP HT-   372.218 (meters)        (02/10/07)   ADJUSTED
 DF8791* NAD 83(2007) EPOCH   -  2002.00
 DF8791* NAVD 88 ORTHO HEIGHT -   401.062  (meters)    1315.82  (feet) ADJUSTED  
 DF8791  ______________________________________________________________________
 DF8791  NAD 83(2007) X  -   -294,052.063 (meters)                     COMP
 DF8791  NAD 83(2007) Y  - -4,317,459.764 (meters)                     COMP
 DF8791  NAD 83(2007) Z  -  4,670,274.590 (meters)                     COMP
 DF8791  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC09
 DF8791  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DF8791  DYNAMIC HEIGHT  -        401.105 (meters)     1315.96  (feet) COMP
 DF8791  MODELED GRAVITY -    980,708.0   (mgal)                       NAVD 88
 DF8791
 DF8791  VERT ORDER      -  SECOND    CLASS I
 DF8791
 DF8791  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8791  Type                                         Horiz  Ellip  Dist(km)
 DF8791  -------------------------------------------------------------------
 DF8791  NETWORK                                       1.90   1.00
 DF8791  -------------------------------------------------------------------
 DF8791  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.56   0.57      2.05
 DF8791  -------------------------------------------------------------------
 DF8791  NOTE: Click here for information on individual local accuracy
 DF8791  values and other accuracy information.
 DF8791
 DF8791
 DF8791.The horizontal coordinates were established by GPS observations
 DF8791.and adjusted by the National Geodetic Survey in February 2007.
 DF8791
 DF8791.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8791.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8791
 DF8791.The horizontal coordinates are valid at the epoch date displayed above
 DF8791.which is a decimal equivalence of Year/Month/Day.
 DF8791
 DF8791.The orthometric height was determined by differential leveling and
 DF8791.adjusted in September 2006.
 DF8791
 DF8791.Photographs are available for this station.
 DF8791
 DF8791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8791
 DF8791.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8791
 DF8791.The ellipsoidal height was determined by GPS observations
 DF8791.and is referenced to NAD 83.
 DF8791
 DF8791.The dynamic height is computed by dividing the NAVD 88
 DF8791.geopotential number by the normal gravity value computed on the
 DF8791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8791.degrees latitude (g = 980.6199 gals.).
 DF8791
 DF8791.The modeled gravity was interpolated from observed gravity values.
 DF8791
 DF8791. The following values were computed from the NAD 83(2007) position.
 DF8791
 DF8791;                    North         East     Units Scale Factor Converg.
 DF8791;SPC MN N     -   197,443.371   739,867.866   MT  0.99993509   -0 35 24.7
 DF8791;SPC MN N     -   647,778.79  2,427,383.16   sFT  0.99993509   -0 35 24.7
 DF8791;UTM  15      - 5,247,084.245   432,337.793   MT  0.99965626   -0 39 34.1
 DF8791
 DF8791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8791!SPC MN N     -   0.99994166  x   0.99993509  =   0.99987675
 DF8791!UTM  15      -   0.99994166  x   0.99965626  =   0.99959794
 DF8791
 DF8791                          SUPERSEDED SURVEY CONTROL
 DF8791
 DF8791  NAD 83(1996)-  47 22 25.36708(N)    093 53 46.55077(W) AD(       ) 1
 DF8791  ELLIP H (10/23/03)  372.229  (m)                       GP(       ) 4 1
 DF8791  NAVD 88 (06/13/11)  401.06   (m)         1315.8    (f) LEVELING    3  
 DF8791  NAVD 88 (10/23/03)  401.07   (m)         1315.8    (f) LEVELING    3  
 DF8791
 DF8791.Superseded values are not recommended for survey control.
 DF8791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8791.See file dsdata.txt to determine how the superseded data were derived.
 DF8791
 DF8791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3233747084(NAD 83)
 DF8791
 DF8791_MARKER: DD = SURVEY DISK
 DF8791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8791_STAMPING: 3109 F 2001
 DF8791_MARK LOGO: MNDT  
 DF8791_PROJECTION: RECESSED 5 CENTIMETERS
 DF8791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8791+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 DF8791_ROD/PIPE-DEPTH:  4.6 meters
 DF8791
 DF8791  HISTORY     - Date     Condition        Report By
 DF8791  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8791  HISTORY     - 20090810 GOOD             MNDT
 DF8791
 DF8791                          STATION DESCRIPTION
 DF8791
 DF8791'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8791'THE MARK IS 5.5 MI (8.9 KM) NW OF DEER RIVER, 4.5 MI (7.2 KM) NW ALONG
 DF8791'TH 46 FROM JCT OF TH 46 AND TH 2 (1 MI WEST OF DEER RIVER) , AT TH 46
 DF8791'MP 4.5, 75 FT (22.9 M) SW OF TH 46, 22.7 FT (6.9 M) WSW OF FIBER OPTIC
 DF8791'CABLE POST, 19 FT (5.8 M) NW OF NW ENT TO GIBBS WILD RICE, 8.4 FT (2.6
 DF8791'M) NORTH OF GATE POST, 6.0 FT (1.8 M) NE OF WIT POST, RECESSED 2
 DF8791'INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 DF8791
 DF8791                          STATION RECOVERY (2009)
 DF8791
 DF8791'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8791'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8791'THE MARK IS 5.5 MILES NORTHWEST OF DEER RIVER, 4.5 MILES NORTHWEST
 DF8791'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND TRUNK
 DF8791'HIGHWAY 2 (1.0 MILE WEST OF DEER RIVER), AT TRUNK HIGHWAY 46 MILEPOINT
 DF8791'4.5, 75.0 FEET SOUTHWEST OF TRUNK HIGHWAY 46, 25.2 FEET SOUTHEAST OF
 DF8791'POWER POLE, 19.0 FEET NORTHWEST OF NORTHWEST ENTRANCE TO GIBBS WILD
 DF8791'RICE, 8.4 FEET NORTH OF GATE POST, 6.0 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8792 ***********************************************************************
 DF8792  DESIGNATION -  3109 G
 DF8792  PID         -  DF8792
 DF8792  STATE/COUNTY-  MN/ITASCA
 DF8792  COUNTRY     -  US
 DF8792  USGS QUAD   -  LITTLE BALL CLUB LAK (1996)
 DF8792
 DF8792                         *CURRENT SURVEY CONTROL
 DF8792  ______________________________________________________________________
 DF8792* NAD 83(2007) POSITION- 47 22 57.73810(N) 093 55 12.09201(W)   ADJUSTED  
 DF8792* NAD 83(2007) ELLIP HT-   370.353 (meters)        (02/10/07)   ADJUSTED
 DF8792* NAD 83(2007) EPOCH   -  2002.00
 DF8792* NAVD 88 ORTHO HEIGHT -   399.148  (meters)    1309.54  (feet) ADJUSTED  
 DF8792  ______________________________________________________________________
 DF8792  NAD 83(2007) X  -   -295,792.170 (meters)                     COMP
 DF8792  NAD 83(2007) Y  - -4,316,602.233 (meters)                     COMP
 DF8792  NAD 83(2007) Z  -  4,670,950.221 (meters)                     COMP
 DF8792  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC09
 DF8792  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 DF8792  DYNAMIC HEIGHT  -        399.192 (meters)     1309.68  (feet) COMP
 DF8792  MODELED GRAVITY -    980,710.8   (mgal)                       NAVD 88
 DF8792
 DF8792  VERT ORDER      -  SECOND    CLASS I
 DF8792
 DF8792  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8792  Type                                         Horiz  Ellip  Dist(km)
 DF8792  -------------------------------------------------------------------
 DF8792  NETWORK                                       1.99   1.04
 DF8792  -------------------------------------------------------------------
 DF8792  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.66   0.61      2.05
 DF8792  -------------------------------------------------------------------
 DF8792  NOTE: Click here for information on individual local accuracy
 DF8792  values and other accuracy information.
 DF8792
 DF8792
 DF8792.The horizontal coordinates were established by GPS observations
 DF8792.and adjusted by the National Geodetic Survey in February 2007.
 DF8792
 DF8792.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8792.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8792
 DF8792.The horizontal coordinates are valid at the epoch date displayed above
 DF8792.which is a decimal equivalence of Year/Month/Day.
 DF8792
 DF8792.The orthometric height was determined by differential leveling and
 DF8792.adjusted in September 2006.
 DF8792
 DF8792.Photographs are available for this station.
 DF8792
 DF8792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8792
 DF8792.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8792
 DF8792.The ellipsoidal height was determined by GPS observations
 DF8792.and is referenced to NAD 83.
 DF8792
 DF8792.The dynamic height is computed by dividing the NAVD 88
 DF8792.geopotential number by the normal gravity value computed on the
 DF8792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8792.degrees latitude (g = 980.6199 gals.).
 DF8792
 DF8792.The modeled gravity was interpolated from observed gravity values.
 DF8792
 DF8792. The following values were computed from the NAD 83(2007) position.
 DF8792
 DF8792;                    North         East     Units Scale Factor Converg.
 DF8792;SPC MN N     -   198,461.726   738,084.129   MT  0.99993384   -0 36 28.1
 DF8792;SPC MN N     -   651,119.85  2,421,531.01   sFT  0.99993384   -0 36 28.1
 DF8792;UTM  15      - 5,248,104.473   430,555.783   MT  0.99965926   -0 40 37.4
 DF8792
 DF8792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8792!SPC MN N     -   0.99994195  x   0.99993384  =   0.99987580
 DF8792!UTM  15      -   0.99994195  x   0.99965926  =   0.99960123
 DF8792
 DF8792                          SUPERSEDED SURVEY CONTROL
 DF8792
 DF8792  NAD 83(1996)-  47 22 57.73835(N)    093 55 12.09174(W) AD(       ) 1
 DF8792  ELLIP H (10/23/03)  370.363  (m)                       GP(       ) 4 1
 DF8792  NAVD 88 (10/23/03)  399.15   (m)         1309.5    (f) LEVELING    3  
 DF8792
 DF8792.Superseded values are not recommended for survey control.
 DF8792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8792.See file dsdata.txt to determine how the superseded data were derived.
 DF8792
 DF8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN3055548104(NAD 83)
 DF8792
 DF8792_MARKER: DD = SURVEY DISK
 DF8792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8792_STAMPING: 3109 G 2001
 DF8792_MARK LOGO: MNDT  
 DF8792_PROJECTION: FLUSH
 DF8792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8792+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8792_ROD/PIPE-DEPTH:  8.2 meters
 DF8792
 DF8792  HISTORY     - Date     Condition        Report By
 DF8792  HISTORY     - 2001     MONUMENTED       MNDT
 DF8792
 DF8792                          STATION DESCRIPTION
 DF8792
 DF8792'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8792'THE MARK IS 7 MI (11.3 KM) NW OF DEER RIVER, 5.75 MI (9.25 KM) NW
 DF8792'ALONG TH 46 FROM JCT OF TH 46 AND TH 2 (1 MI WEST OF DEER RIVER) TO TH
 DF8792'46 MP 5.75, THENCE 0.1 MI (0.2 KM) WEST ON CO RD 143, 23 FT (7.0 M)
 DF8792'NORTH OF CO RD 143, 8.2 FT (2.5 M) SW OF P-POLE, 1.9 FT (0.6 M) SOUTH
 DF8792'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH IS 27
 DF8792'FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8793 ***********************************************************************
 DF8793  DESIGNATION -  3109 H
 DF8793  PID         -  DF8793
 DF8793  STATE/COUNTY-  MN/ITASCA
 DF8793  COUNTRY     -  US
 DF8793  USGS QUAD   -  LITTLE BALL CLUB LAK (1996)
 DF8793
 DF8793                         *CURRENT SURVEY CONTROL
 DF8793  ______________________________________________________________________
 DF8793* NAD 83(2007) POSITION- 47 24 29.66620(N) 093 58 58.62741(W)   ADJUSTED  
 DF8793* NAD 83(2007) ELLIP HT-   367.066 (meters)        (06/13/11)   ADJUSTED
 DF8793* NAD 83(2007) EPOCH   -  2002.00
 DF8793* NAVD 88 ORTHO HEIGHT -   395.766  (meters)    1298.44  (feet) ADJUSTED  
 DF8793  ______________________________________________________________________
 DF8793  NAD 83(2007) X  -   -300,387.497 (meters)                     COMP
 DF8793  NAD 83(2007) Y  - -4,314,187.841 (meters)                     COMP
 DF8793  NAD 83(2007) Z  -  4,672,869.735 (meters)                     COMP
 DF8793  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC09
 DF8793  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 DF8793  DYNAMIC HEIGHT  -        395.812 (meters)     1298.59  (feet) COMP
 DF8793  MODELED GRAVITY -    980,717.0   (mgal)                       NAVD 88
 DF8793
 DF8793  VERT ORDER      -  SECOND    CLASS I
 DF8793  ELLP ORDER      -  FOURTH    CLASS I
 DF8793
 DF8793  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8793  Type                                         Horiz  Ellip  Dist(km)
 DF8793  -------------------------------------------------------------------
 DF8793  NETWORK                                       3.34   1.57
 DF8793  -------------------------------------------------------------------
 DF8793  MEDIAN LOCAL ACCURACY AND DIST (005 points)   3.09   1.29      3.51
 DF8793  -------------------------------------------------------------------
 DF8793  NOTE: Click here for information on individual local accuracy
 DF8793  values and other accuracy information.
 DF8793
 DF8793
 DF8793.The horizontal coordinates were established by GPS observations
 DF8793.and adjusted by the National Geodetic Survey in February 2007.
 DF8793
 DF8793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8793.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8793
 DF8793.The horizontal coordinates are valid at the epoch date displayed above
 DF8793.which is a decimal equivalence of Year/Month/Day.
 DF8793
 DF8793.The orthometric height was determined by differential leveling and
 DF8793.adjusted in September 2006.
 DF8793
 DF8793.Photographs are available for this station.
 DF8793
 DF8793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8793
 DF8793.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8793
 DF8793.The ellipsoidal height was determined by GPS observations
 DF8793.and is referenced to NAD 83.
 DF8793
 DF8793.The dynamic height is computed by dividing the NAVD 88
 DF8793.geopotential number by the normal gravity value computed on the
 DF8793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8793.degrees latitude (g = 980.6199 gals.).
 DF8793
 DF8793.The modeled gravity was interpolated from observed gravity values.
 DF8793
 DF8793. The following values were computed from the NAD 83(2007) position.
 DF8793
 DF8793;                    North         East     Units Scale Factor Converg.
 DF8793;SPC MN N     -   201,352.694   733,365.501   MT  0.99993045   -0 39 16.1
 DF8793;SPC MN N     -   660,604.63  2,406,049.98   sFT  0.99993045   -0 39 16.1
 DF8793;UTM  15      - 5,251,000.362   425,841.918   MT  0.99966758   -0 43 25.2
 DF8793
 DF8793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8793!SPC MN N     -   0.99994247  x   0.99993045  =   0.99987292
 DF8793!UTM  15      -   0.99994247  x   0.99966758  =   0.99961007
 DF8793
 DF8793                          SUPERSEDED SURVEY CONTROL
 DF8793
 DF8793  ELLIP H (02/10/07)  367.116  (m)                       GP(       )    
 DF8793  NAD 83(1996)-  47 24 29.66636(N)    093 58 58.62727(W) AD(       ) 1
 DF8793  ELLIP H (10/23/03)  367.127  (m)                       GP(       ) 4 1
 DF8793  NAVD 88 (10/23/03)  395.77   (m)         1298.5    (f) LEVELING    3  
 DF8793
 DF8793.Superseded values are not recommended for survey control.
 DF8793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8793.See file dsdata.txt to determine how the superseded data were derived.
 DF8793
 DF8793_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2584151000(NAD 83)
 DF8793
 DF8793_MARKER: DD = SURVEY DISK
 DF8793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8793_STAMPING: 3109 H 2001
 DF8793_MARK LOGO: MNDT  
 DF8793_PROJECTION: FLUSH
 DF8793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8793+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2010
 DF8793_ROD/PIPE-DEPTH: 13.7 meters
 DF8793
 DF8793  HISTORY     - Date     Condition        Report By
 DF8793  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8793  HISTORY     - 20061111 MARK NOT FOUND   USPSQD
 DF8793  HISTORY     - 20100105 GOOD             MNDT
 DF8793
 DF8793                          STATION DESCRIPTION
 DF8793
 DF8793'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8793'THE MARK IS 10 MI (16.1 KM) NW OF DEER RIVER, 9.2 MI (14.8 KM) NW
 DF8793'ALONG TH 46 FROM JCT OF TH 46 AND TH 2 (1 MI WEST OF DEER RIVER) , AT
 DF8793'TH 46 MP 9.2, 107 FT (32.6 M) SW OF TH 46, 10.5 FT (3.2 M) SE OF ENT,
 DF8793'2.1 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF8793'GPS.  ROD DEPTH IS 45 FT.
 DF8793
 DF8793                          STATION RECOVERY (2006)
 DF8793
 DF8793'RECOVERY NOTE BY US POWER SQUADRON 2006 (ATD)
 DF8793'MARK NOT FOUND. GPS OF NO HELP. WITNESS POST FOUND SMASHED LYING ON
 DF8793'THE GROUND. MARK AREA WAS UNDER A POWER LINE AND EVIDENCE OF A CREW
 DF8793'WORKING IN AREA.SPSPS.ATD
 DF8793
 DF8793                          STATION RECOVERY (2010)
 DF8793
 DF8793'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CJH)
 DF8793'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8793'THE MARK IS 10.0 MILES NORTHWEST OF DEER RIVER, 9.0 MILES NORTHWEST ON
 DF8793'TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND TRUNK HIGHWAY 2
 DF8793'(1 MILE WEST OF DEER RIVER), AT TRUNK HIGHWAY 46 MILEPOINT 9.2, 107.0
 DF8793'FEET SOUTHWEST OF TRUNK HIGHWAY 46, 10.5 FEET SOUTHEAST OF ENTRANCE,
 DF8793'6.8 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8794 ***********************************************************************
 DF8794  DESIGNATION -  3109 J
 DF8794  PID         -  DF8794
 DF8794  STATE/COUNTY-  MN/ITASCA
 DF8794  COUNTRY     -  US
 DF8794  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DF8794
 DF8794                         *CURRENT SURVEY CONTROL
 DF8794  ______________________________________________________________________
 DF8794* NAD 83(2007) POSITION- 47 25 58.33824(N) 094 00 45.32429(W)   ADJUSTED  
 DF8794* NAD 83(2007) ELLIP HT-   370.618 (meters)        (06/13/11)   ADJUSTED
 DF8794* NAD 83(2007) EPOCH   -  2002.00
 DF8794* NAVD 88 ORTHO HEIGHT -   399.263  (meters)    1309.92  (feet) ADJUSTED  
 DF8794  ______________________________________________________________________
 DF8794  NAD 83(2007) X  -   -302,478.162 (meters)                     COMP
 DF8794  NAD 83(2007) Y  - -4,312,022.662 (meters)                     COMP
 DF8794  NAD 83(2007) Z  -  4,674,725.335 (meters)                     COMP
 DF8794  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC09
 DF8794  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 DF8794  DYNAMIC HEIGHT  -        399.311 (meters)     1310.07  (feet) COMP
 DF8794  MODELED GRAVITY -    980,720.4   (mgal)                       NAVD 88
 DF8794
 DF8794  HORZ ORDER      -  FIRST
 DF8794  VERT ORDER      -  SECOND    CLASS I
 DF8794  ELLP ORDER      -  FOURTH    CLASS I
 DF8794
 DF8794.The horizontal coordinates were established by GPS observations
 DF8794.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DF8794
 DF8794.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8794.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8794
 DF8794.The horizontal coordinates are valid at the epoch date displayed above
 DF8794.which is a decimal equivalence of Year/Month/Day.
 DF8794
 DF8794.The orthometric height was determined by differential leveling and
 DF8794.adjusted in September 2006.
 DF8794
 DF8794.Photographs are available for this station.
 DF8794
 DF8794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8794
 DF8794.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8794
 DF8794.The ellipsoidal height was determined by GPS observations
 DF8794.and is referenced to NAD 83.
 DF8794
 DF8794.The dynamic height is computed by dividing the NAVD 88
 DF8794.geopotential number by the normal gravity value computed on the
 DF8794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8794.degrees latitude (g = 980.6199 gals.).
 DF8794
 DF8794.The modeled gravity was interpolated from observed gravity values.
 DF8794
 DF8794. The following values were computed from the NAD 83(2007) position.
 DF8794
 DF8794;                    North         East     Units Scale Factor Converg.
 DF8794;SPC MN N     -   204,116.751   731,161.213   MT  0.99992736   -0 40 35.1
 DF8794;SPC MN N     -   669,673.04  2,398,818.08   sFT  0.99992736   -0 40 35.1
 DF8794;UTM  15      - 5,253,766.365   423,641.544   MT  0.99967165   -0 44 44.9
 DF8794
 DF8794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8794!SPC MN N     -   0.99994191  x   0.99992736  =   0.99986928
 DF8794!UTM  15      -   0.99994191  x   0.99967165  =   0.99961358
 DF8794
 DF8794                          SUPERSEDED SURVEY CONTROL
 DF8794
 DF8794  NAD 83(2007)-  47 25 58.33890(N)    094 00 45.32373(W) AD(       ) 0
 DF8794  ELLIP H (02/10/07)  370.634  (m)                       GP(       )    
 DF8794  NAD 83(1996)-  47 25 58.33906(N)    094 00 45.32363(W) AD(       ) 1
 DF8794  ELLIP H (10/23/03)  370.648  (m)                       GP(       ) 4 1
 DF8794  NAVD 88 (06/13/11)  399.26   (m)         1309.9    (f) LEVELING    3  
 DF8794  NAVD 88 (10/23/03)  399.27   (m)         1309.9    (f) LEVELING    3  
 DF8794
 DF8794.Superseded values are not recommended for survey control.
 DF8794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8794.See file dsdata.txt to determine how the superseded data were derived.
 DF8794
 DF8794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2364153766(NAD 83)
 DF8794
 DF8794_MARKER: DD = SURVEY DISK
 DF8794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8794_STAMPING: 3109 J 2001
 DF8794_MARK LOGO: MNDT  
 DF8794_PROJECTION: FLUSH
 DF8794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8794+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2010
 DF8794_ROD/PIPE-DEPTH: 13.7 meters
 DF8794
 DF8794  HISTORY     - Date     Condition        Report By
 DF8794  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8794  HISTORY     - 20090810 GOOD             MNDT
 DF8794  HISTORY     - 20101122 GOOD             INDIV
 DF8794  HISTORY     - 20101122 GOOD             AE
 DF8794
 DF8794                          STATION DESCRIPTION
 DF8794
 DF8794'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8794'THE MARK IS 12 MI (19.3 KM) NW OF DEER RIVER, 11.5 MI (18.5 KM) NORTH
 DF8794'ALONG TH 46 FROM JCT OF TH 46 AND TH 2 (1 MI WEST OF DEER RIVER) , AT
 DF8794'TH 46 MP 11.5, 0.2 MI (0.3 KM) SE OF CO RD 9, 95.4 FT (29.1 M) NE OF
 DF8794'P-POLE, 59 FT (18.0 M) SW OF TH 46, 38 FT (11.6 M) NW OF ENT, 36.1 FT
 DF8794'(11.0 M) EAST OF SOUTH CABLE BOX, 2.8 FT (0.9 M) SW OF WIT POST,
 DF8794'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 45 FT.
 DF8794
 DF8794                          STATION RECOVERY (2009)
 DF8794
 DF8794'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8794'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8794'THE MARK IS 12.0 MILES NORTHWEST OF DEER RIVER, 11.5 MILES NORTH ALONG
 DF8794'TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND TRUNK HIGHWAY 2
 DF8794'(1.0 MILE WEST OF DEER RIVER), AT TRUNK HIGHWAY 46 MILEPOINT 11.5, 0.2
 DF8794'MILE SOUTHEAST OF COUNTY ROAD 9, 95.4 FEET NORTHEAST OF POWER POLE,
 DF8794'59.0 FEET SOUTHWEST OF TRUNK HIGHWAY 46, 38.0 FEET NORTHWEST OF
 DF8794'ENTRANCE TO WINNIE ONE STOP, 36.1 FEET EAST OF SOUTH CABLE BOX, 2.8
 DF8794'FEET SOUTHWEST OF WITNESS POST.
 DF8794
 DF8794                          STATION RECOVERY (2010)
 DF8794
 DF8794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DF8794'RECOVERED IN GOOD CONDITION.
 DF8794
 DF8794                          STATION RECOVERY (2010)
 DF8794
 DF8794'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA 2010 (NH)
 DF8794'RECOVERY NOTE BY ANDERSON ENGINEERING OF MINNESOTA
 DF8794'RECOVERY MARK IN GOOD CONDITION, AS DESCRIBED
 DF8794'RELEVELING RESULTS FROM 2010 COMPREHENSIVE EVALUATION OF PROJECT
 DF8794'DATUMS (CEPD) SURVEY
 DF8794' 
 DF8794'THE MARK IS THE PRIMARY PROJECT CONTROL POINT (PPCP) FOR LAKE
 DF8794'WINNIBIGOSHISH DAM PROJECT AND THE PRIMARY REFERENCE POINT FOR RIVER
 DF8794'GAUGE WNBM5.
 DF8794' 
 DF8794'THE MARK IS 109.09 FEET ABOVE ZERO GAGE REFERENCE POINT AT LAKE
 DF8794'WINNIBIGOSHISH DAM.
 DF8794' 
 DF8794'THE MARK IS 0.83 FEET ABOVE NGVD29 AT LAKE WINNIBIGOSHISH DAM.
 DF8794' 
 DF8794'THE MARK IS 10.63 FEET ABOVE BM 2 UPSTREAM, A 3.5 INCH BRASS DISK
 DF8794'FOUND IN THE 11TH STEP FROM TOP OF WALL AT NORTHWEST SIDE OF DAM, 1.8
 DF8794'MILES WEST OF MARK.
 DF8794' 
 DF8794'THE MARK IS 17.78 FEET ABOVE BM 3 DOWNSTREAM, A 3.5 INCH CORPS OF
 DF8794'ENGINEERS BRASS CAP FOUND IN THE 4TH STEP FROM THE TOP ON THE
 DF8794'SOUTHEAST SIDE OF THE DAM, 1.8 MILES WEST OF MARK.
 DF8794' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8795 ***********************************************************************
 DF8795  DESIGNATION -  3109 K
 DF8795  PID         -  DF8795
 DF8795  STATE/COUNTY-  MN/ITASCA
 DF8795  COUNTRY     -  US
 DF8795  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DF8795
 DF8795                         *CURRENT SURVEY CONTROL
 DF8795  ______________________________________________________________________
 DF8795* NAD 83(2007) POSITION- 47 29 14.96438(N) 094 02 21.75947(W)   ADJUSTED  
 DF8795* NAD 83(2007) ELLIP HT-   373.721 (meters)        (02/10/07)   ADJUSTED
 DF8795* NAD 83(2007) EPOCH   -  2002.00
 DF8795* NAVD 88 ORTHO HEIGHT -   402.316  (meters)    1319.93  (feet) ADJUSTED  
 DF8795  ______________________________________________________________________
 DF8795  NAD 83(2007) X  -   -304,179.088 (meters)                     COMP
 DF8795  NAD 83(2007) Y  - -4,307,419.484 (meters)                     COMP
 DF8795  NAD 83(2007) Z  -  4,678,833.466 (meters)                     COMP
 DF8795  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC09
 DF8795  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 DF8795  DYNAMIC HEIGHT  -        402.366 (meters)     1320.10  (feet) COMP
 DF8795  MODELED GRAVITY -    980,725.2   (mgal)                       NAVD 88
 DF8795
 DF8795  VERT ORDER      -  SECOND    CLASS I
 DF8795
 DF8795  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8795  Type                                         Horiz  Ellip  Dist(km)
 DF8795  -------------------------------------------------------------------
 DF8795  NETWORK                                       1.34   0.76
 DF8795  -------------------------------------------------------------------
 DF8795  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.14   0.51      3.20
 DF8795  -------------------------------------------------------------------
 DF8795  NOTE: Click here for information on individual local accuracy
 DF8795  values and other accuracy information.
 DF8795
 DF8795
 DF8795.The horizontal coordinates were established by GPS observations
 DF8795.and adjusted by the National Geodetic Survey in February 2007.
 DF8795
 DF8795.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8795.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8795
 DF8795.The horizontal coordinates are valid at the epoch date displayed above
 DF8795.which is a decimal equivalence of Year/Month/Day.
 DF8795
 DF8795.The orthometric height was determined by differential leveling and
 DF8795.adjusted in September 2006.
 DF8795
 DF8795.Photographs are available for this station.
 DF8795
 DF8795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8795
 DF8795.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8795
 DF8795.The ellipsoidal height was determined by GPS observations
 DF8795.and is referenced to NAD 83.
 DF8795
 DF8795.The dynamic height is computed by dividing the NAVD 88
 DF8795.geopotential number by the normal gravity value computed on the
 DF8795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8795.degrees latitude (g = 980.6199 gals.).
 DF8795
 DF8795.The modeled gravity was interpolated from observed gravity values.
 DF8795
 DF8795. The following values were computed from the NAD 83(2007) position.
 DF8795
 DF8795;                    North         East     Units Scale Factor Converg.
 DF8795;SPC MN N     -   210,212.508   729,214.451   MT  0.99992116   -0 41 46.6
 DF8795;SPC MN N     -   689,672.20  2,392,431.08   sFT  0.99992116   -0 41 46.6
 DF8795;UTM  15      - 5,259,862.955   421,702.679   MT  0.99967534   -0 45 58.3
 DF8795
 DF8795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8795!SPC MN N     -   0.99994143  x   0.99992116  =   0.99986259
 DF8795!UTM  15      -   0.99994143  x   0.99967534  =   0.99961679
 DF8795
 DF8795                          SUPERSEDED SURVEY CONTROL
 DF8795
 DF8795  NAD 83(1996)-  47 29 14.96445(N)    094 02 21.75944(W) AD(       ) 1
 DF8795  ELLIP H (10/23/03)  373.734  (m)                       GP(       ) 4 1
 DF8795  NAVD 88 (10/23/03)  402.32   (m)         1319.9    (f) LEVELING    3  
 DF8795
 DF8795.Superseded values are not recommended for survey control.
 DF8795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8795.See file dsdata.txt to determine how the superseded data were derived.
 DF8795
 DF8795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2170259862(NAD 83)
 DF8795
 DF8795_MARKER: DD = SURVEY DISK
 DF8795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8795_STAMPING: 3109 K 2001
 DF8795_MARK LOGO: MNDT  
 DF8795_PROJECTION: FLUSH
 DF8795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8795+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8795_ROD/PIPE-DEPTH: 10.7 meters
 DF8795
 DF8795  HISTORY     - Date     Condition        Report By
 DF8795  HISTORY     - 2001     MONUMENTED       MNDT
 DF8795
 DF8795                          STATION DESCRIPTION
 DF8795
 DF8795'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8795'THE MARK IS 10 MI (16.1 KM) SE OF SQUAW LAKE, 11.25 MI (18.10 KM) SE
 DF8795'ALONG TH 46 FROM JCT OF TH 46 AND CO RD 4 IN SQUAW LAKE, AT TH 46 MP
 DF8795'15.55, 121 FT (36.9 M) SOUTH OF CO RD 148 TO WEST, 50.5 FT (15.4 M)
 DF8795'EAST OF TH 46, 9 FT (2.7 M) SOUTH OF ENT, 4.4 FT (1.3 M) NORTH OF WIT
 DF8795'POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 35 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8796 ***********************************************************************
 DF8796  DESIGNATION -  3109 L
 DF8796  PID         -  DF8796
 DF8796  STATE/COUNTY-  MN/ITASCA
 DF8796  COUNTRY     -  US
 DF8796  USGS QUAD   -  MAX (1971)
 DF8796
 DF8796                         *CURRENT SURVEY CONTROL
 DF8796  ______________________________________________________________________
 DF8796* NAD 83(2007) POSITION- 47 30 58.03753(N) 094 02 38.70673(W)   ADJUSTED  
 DF8796* NAD 83(2007) ELLIP HT-   371.475 (meters)        (02/10/07)   ADJUSTED
 DF8796* NAD 83(2007) EPOCH   -  2002.00
 DF8796* NAVD 88 ORTHO HEIGHT -   400.073  (meters)    1312.57  (feet) ADJUSTED  
 DF8796  ______________________________________________________________________
 DF8796  NAD 83(2007) X  -   -304,367.359 (meters)                     COMP
 DF8796  NAD 83(2007) Y  - -4,305,051.658 (meters)                     COMP
 DF8796  NAD 83(2007) Z  -  4,680,982.442 (meters)                     COMP
 DF8796  LAPLACE CORR    -         -3.61  (seconds)                    DEFLEC09
 DF8796  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 DF8796  DYNAMIC HEIGHT  -        400.123 (meters)     1312.74  (feet) COMP
 DF8796  MODELED GRAVITY -    980,725.9   (mgal)                       NAVD 88
 DF8796
 DF8796  VERT ORDER      -  SECOND    CLASS I
 DF8796
 DF8796  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8796  Type                                         Horiz  Ellip  Dist(km)
 DF8796  -------------------------------------------------------------------
 DF8796  NETWORK                                       0.89   0.63
 DF8796  -------------------------------------------------------------------
 DF8796  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.05   0.51      3.20
 DF8796  -------------------------------------------------------------------
 DF8796  NOTE: Click here for information on individual local accuracy
 DF8796  values and other accuracy information.
 DF8796
 DF8796
 DF8796.The horizontal coordinates were established by GPS observations
 DF8796.and adjusted by the National Geodetic Survey in February 2007.
 DF8796
 DF8796.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8796.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8796
 DF8796.The horizontal coordinates are valid at the epoch date displayed above
 DF8796.which is a decimal equivalence of Year/Month/Day.
 DF8796
 DF8796.The orthometric height was determined by differential leveling and
 DF8796.adjusted in September 2006.
 DF8796
 DF8796.Photographs are available for this station.
 DF8796
 DF8796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8796
 DF8796.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8796
 DF8796.The ellipsoidal height was determined by GPS observations
 DF8796.and is referenced to NAD 83.
 DF8796
 DF8796.The dynamic height is computed by dividing the NAVD 88
 DF8796.geopotential number by the normal gravity value computed on the
 DF8796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8796.degrees latitude (g = 980.6199 gals.).
 DF8796
 DF8796.The modeled gravity was interpolated from observed gravity values.
 DF8796
 DF8796. The following values were computed from the NAD 83(2007) position.
 DF8796
 DF8796;                    North         East     Units Scale Factor Converg.
 DF8796;SPC MN N     -   213,399.597   728,898.610   MT  0.99991826   -0 41 59.2
 DF8796;SPC MN N     -   700,128.51  2,391,394.86   sFT  0.99991826   -0 41 59.2
 DF8796;UTM  15      - 5,263,049.650   421,390.813   MT  0.99967594   -0 46 12.1
 DF8796
 DF8796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8796!SPC MN N     -   0.99994178  x   0.99991826  =   0.99986004
 DF8796!UTM  15      -   0.99994178  x   0.99967594  =   0.99961774
 DF8796
 DF8796:                Primary Azimuth Mark                     Grid Az
 DF8796:SPC MN N     -  3109 M                                   010 21 05.2
 DF8796:UTM  15      -  3109 M                                   010 25 18.1
 DF8796
 DF8796|---------------------------------------------------------------------|
 DF8796| PID    Reference Object                     Distance      Geod. Az  |
 DF8796|                                                           dddmmss.s |
 DF8796| DF8797 3109 M                              APPROX. 1.1 KM 0093906.0 |
 DF8796| DF8824 MOSOMO                              451.006 METERS 1933533.0 |
 DF8796|---------------------------------------------------------------------|
 DF8796
 DF8796                          SUPERSEDED SURVEY CONTROL
 DF8796
 DF8796  NAD 83(1996)-  47 30 58.03760(N)    094 02 38.70676(W) AD(       ) 1
 DF8796  ELLIP H (10/23/03)  371.487  (m)                       GP(       ) 4 1
 DF8796  NAVD 88 (10/23/03)  400.08   (m)         1312.6    (f) LEVELING    3  
 DF8796
 DF8796.Superseded values are not recommended for survey control.
 DF8796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8796.See file dsdata.txt to determine how the superseded data were derived.
 DF8796
 DF8796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2139063049(NAD 83)
 DF8796
 DF8796_MARKER: DV = VERTICAL CONTROL DISK
 DF8796_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF8796_SP_SET: BRDG RAIL
 DF8796_STAMPING: 3109 L 2001
 DF8796_MARK LOGO: MNDT  
 DF8796_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8796+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 DF8796
 DF8796  HISTORY     - Date     Condition        Report By
 DF8796  HISTORY     - 1992     MONUMENTED       MNDT
 DF8796  HISTORY     - 20010911 GOOD             MNDT
 DF8796
 DF8796                          STATION DESCRIPTION
 DF8796
 DF8796'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF8796'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9.25 MI (14.89
 DF8796'KM) SE OF SQUAW LAKE, IN RAIL OF TH 2 BRDG NO 6866 OVER CUT FOOT SIOUX
 DF8796'LAKE, 9.25 MI (14.89 KM) SE ALONG TH 46 FROM JCT OF TH 46 AND BRDG NO
 DF8796'5623 BETWEEN ROUND LAKE AND SQUAW LAKE IN SQUAW LAKE, AT TH 46 MP
 DF8796'17.55, 17 FT (5.2 M) EAST OF TH 46, FLUSH, MAGNETIC.  DISK SET IN BRDG
 DF8796'WHEN BUILT IN 1992 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8797 ***********************************************************************
 DF8797  DESIGNATION -  3109 M
 DF8797  PID         -  DF8797
 DF8797  STATE/COUNTY-  MN/ITASCA
 DF8797  COUNTRY     -  US
 DF8797  USGS QUAD   -  MAX (1971)
 DF8797
 DF8797                         *CURRENT SURVEY CONTROL
 DF8797  ______________________________________________________________________
 DF8797* NAD 83(2007) POSITION- 47 31 33.20897(N) 094 02 29.87585(W)   ADJUSTED  
 DF8797* NAD 83(2007) ELLIP HT-   375.144 (meters)        (02/10/07)   ADJUSTED
 DF8797* NAD 83(2007) EPOCH   -  2002.00
 DF8797* NAVD 88 ORTHO HEIGHT -   403.730  (meters)    1324.57  (feet) ADJUSTED  
 DF8797  ______________________________________________________________________
 DF8797  NAD 83(2007) X  -   -304,126.753 (meters)                     COMP
 DF8797  NAD 83(2007) Y  - -4,304,267.986 (meters)                     COMP
 DF8797  NAD 83(2007) Z  -  4,681,718.737 (meters)                     COMP
 DF8797  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DF8797  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 DF8797  DYNAMIC HEIGHT  -        403.780 (meters)     1324.73  (feet) COMP
 DF8797  MODELED GRAVITY -    980,726.1   (mgal)                       NAVD 88
 DF8797
 DF8797  VERT ORDER      -  SECOND    CLASS I
 DF8797
 DF8797  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8797  Type                                         Horiz  Ellip  Dist(km)
 DF8797  -------------------------------------------------------------------
 DF8797  NETWORK                                       1.51   0.84
 DF8797  -------------------------------------------------------------------
 DF8797  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.40   0.65      4.21
 DF8797  -------------------------------------------------------------------
 DF8797  NOTE: Click here for information on individual local accuracy
 DF8797  values and other accuracy information.
 DF8797
 DF8797
 DF8797.The horizontal coordinates were established by GPS observations
 DF8797.and adjusted by the National Geodetic Survey in February 2007.
 DF8797
 DF8797.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8797.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8797
 DF8797.The horizontal coordinates are valid at the epoch date displayed above
 DF8797.which is a decimal equivalence of Year/Month/Day.
 DF8797
 DF8797.The orthometric height was determined by differential leveling and
 DF8797.adjusted in September 2006.
 DF8797
 DF8797.Photographs are available for this station.
 DF8797
 DF8797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8797
 DF8797.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8797
 DF8797.The ellipsoidal height was determined by GPS observations
 DF8797.and is referenced to NAD 83.
 DF8797
 DF8797.The dynamic height is computed by dividing the NAVD 88
 DF8797.geopotential number by the normal gravity value computed on the
 DF8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8797.degrees latitude (g = 980.6199 gals.).
 DF8797
 DF8797.The modeled gravity was interpolated from observed gravity values.
 DF8797
 DF8797. The following values were computed from the NAD 83(2007) position.
 DF8797
 DF8797;                    North         East     Units Scale Factor Converg.
 DF8797;SPC MN N     -   214,483.395   729,096.575   MT  0.99991733   -0 41 52.6
 DF8797;SPC MN N     -   703,684.27  2,392,044.35   sFT  0.99991733   -0 41 52.6
 DF8797;UTM  15      - 5,264,132.942   421,590.059   MT  0.99967555   -0 46 06.0
 DF8797
 DF8797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8797!SPC MN N     -   0.99994120  x   0.99991733  =   0.99985854
 DF8797!UTM  15      -   0.99994120  x   0.99967555  =   0.99961677
 DF8797
 DF8797:                Primary Azimuth Mark                     Grid Az
 DF8797:SPC MN N     -  3109 L                                   190 21 05.1
 DF8797:UTM  15      -  3109 L                                   190 25 18.5
 DF8797
 DF8797|---------------------------------------------------------------------|
 DF8797| PID    Reference Object                     Distance      Geod. Az  |
 DF8797|                                                           dddmmss.s |
 DF8797| DF8796 3109 L                              APPROX. 1.1 KM 1893912.5 |
 DF8797|---------------------------------------------------------------------|
 DF8797
 DF8797                          SUPERSEDED SURVEY CONTROL
 DF8797
 DF8797  NAD 83(1996)-  47 31 33.20904(N)    094 02 29.87584(W) AD(       ) 1
 DF8797  ELLIP H (10/23/03)  375.158  (m)                       GP(       ) 4 1
 DF8797  NAVD 88 (10/23/03)  403.73   (m)         1324.6    (f) LEVELING    3  
 DF8797
 DF8797.Superseded values are not recommended for survey control.
 DF8797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8797.See file dsdata.txt to determine how the superseded data were derived.
 DF8797
 DF8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2159064132(NAD 83)
 DF8797
 DF8797_MARKER: DD = SURVEY DISK
 DF8797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8797_STAMPING: 3109 M 2001
 DF8797_MARK LOGO: MNDT  
 DF8797_PROJECTION: RECESSED 5 CENTIMETERS
 DF8797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8797+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 DF8797_ROD/PIPE-DEPTH: 12.2 meters
 DF8797
 DF8797  HISTORY     - Date     Condition        Report By
 DF8797  HISTORY     - 2001     MONUMENTED       MNDT
 DF8797  HISTORY     - 20031014 GOOD             MNDT
 DF8797
 DF8797                          STATION DESCRIPTION
 DF8797
 DF8797'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8797'THE MARK IS 8.5 MI (13.7 KM) SE OF SQUAW LAKE, 8.55 MI (13.76 KM) SE
 DF8797'ALONG TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND
 DF8797'SQUAW LAKE IN SQUAW LAKE, AT TH 46 MP 18.25, 45 FT (13.7 M) NE OF TH
 DF8797'46, 3.6 FT (1.1 M) NW OF NORTH END OF CHIPPEWA NATIONAL FOREST SIGN,
 DF8797'ON CENTERLINE OF FOREST RD NO 2190 TO SW, 3.8 FT (1.2 M) NNW OF WIT
 DF8797'POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS
 DF8797'40 FT.
 DF8797
 DF8797                          STATION RECOVERY (2003)
 DF8797
 DF8797'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF8797'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8798 ***********************************************************************
 DF8798  DESIGNATION -  3109 N
 DF8798  PID         -  DF8798
 DF8798  STATE/COUNTY-  MN/ITASCA
 DF8798  COUNTRY     -  US
 DF8798  USGS QUAD   -  MAX (1971)
 DF8798
 DF8798                         *CURRENT SURVEY CONTROL
 DF8798  ______________________________________________________________________
 DF8798* NAD 83(2007) POSITION- 47 33 23.26238(N) 094 04 28.36634(W)   ADJUSTED  
 DF8798* NAD 83(2007) ELLIP HT-   386.953 (meters)        (02/10/07)   ADJUSTED
 DF8798* NAD 83(2007) EPOCH   -  2002.00
 DF8798* NAVD 88 ORTHO HEIGHT -   415.513  (meters)    1363.23  (feet) ADJUSTED  
 DF8798  ______________________________________________________________________
 DF8798  NAD 83(2007) X  -   -306,421.707 (meters)                     COMP
 DF8798  NAD 83(2007) Y  - -4,301,599.157 (meters)                     COMP
 DF8798  NAD 83(2007) Z  -  4,684,022.021 (meters)                     COMP
 DF8798  LAPLACE CORR    -         -4.18  (seconds)                    DEFLEC09
 DF8798  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 DF8798  DYNAMIC HEIGHT  -        415.566 (meters)     1363.40  (feet) COMP
 DF8798  MODELED GRAVITY -    980,726.5   (mgal)                       NAVD 88
 DF8798
 DF8798  VERT ORDER      -  SECOND    CLASS I
 DF8798
 DF8798  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8798  Type                                         Horiz  Ellip  Dist(km)
 DF8798  -------------------------------------------------------------------
 DF8798  NETWORK                                       0.96   0.65
 DF8798  -------------------------------------------------------------------
 DF8798  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.08   0.58      5.21
 DF8798  -------------------------------------------------------------------
 DF8798  NOTE: Click here for information on individual local accuracy
 DF8798  values and other accuracy information.
 DF8798
 DF8798
 DF8798.The horizontal coordinates were established by GPS observations
 DF8798.and adjusted by the National Geodetic Survey in February 2007.
 DF8798
 DF8798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8798
 DF8798.The horizontal coordinates are valid at the epoch date displayed above
 DF8798.which is a decimal equivalence of Year/Month/Day.
 DF8798
 DF8798.The orthometric height was determined by differential leveling and
 DF8798.adjusted in September 2006.
 DF8798
 DF8798.Photographs are available for this station.
 DF8798
 DF8798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8798
 DF8798.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8798
 DF8798.The ellipsoidal height was determined by GPS observations
 DF8798.and is referenced to NAD 83.
 DF8798
 DF8798.The dynamic height is computed by dividing the NAVD 88
 DF8798.geopotential number by the normal gravity value computed on the
 DF8798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8798.degrees latitude (g = 980.6199 gals.).
 DF8798
 DF8798.The modeled gravity was interpolated from observed gravity values.
 DF8798
 DF8798. The following values were computed from the NAD 83(2007) position.
 DF8798
 DF8798;                    North         East     Units Scale Factor Converg.
 DF8798;SPC MN N     -   217,912.416   726,661.176   MT  0.99991461   -0 43 20.5
 DF8798;SPC MN N     -   714,934.32  2,384,054.21   sFT  0.99991461   -0 43 20.5
 DF8798;UTM  15      - 5,267,564.140   419,159.460   MT  0.99968031   -0 47 34.8
 DF8798
 DF8798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8798!SPC MN N     -   0.99993935  x   0.99991461  =   0.99985397
 DF8798!UTM  15      -   0.99993935  x   0.99968031  =   0.99961968
 DF8798
 DF8798                          SUPERSEDED SURVEY CONTROL
 DF8798
 DF8798  NAD 83(1996)-  47 33 23.26245(N)    094 04 28.36636(W) AD(       ) 1
 DF8798  ELLIP H (10/23/03)  386.963  (m)                       GP(       ) 4 1
 DF8798  NAVD 88 (10/23/03)  415.51   (m)         1363.2    (f) LEVELING    3  
 DF8798
 DF8798.Superseded values are not recommended for survey control.
 DF8798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8798.See file dsdata.txt to determine how the superseded data were derived.
 DF8798
 DF8798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1915967564(NAD 83)
 DF8798
 DF8798_MARKER: DD = SURVEY DISK
 DF8798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8798_STAMPING: 3109 N 2001
 DF8798_MARK LOGO: MNDT  
 DF8798_PROJECTION: FLUSH
 DF8798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8798+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2009
 DF8798_ROD/PIPE-DEPTH: 16.8 meters
 DF8798
 DF8798  HISTORY     - Date     Condition        Report By
 DF8798  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8798  HISTORY     - 20090730 GOOD             MNDT
 DF8798
 DF8798                          STATION DESCRIPTION
 DF8798
 DF8798'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8798'THE MARK IS 6 MI (9.7 KM) SE OF SQUAW LAKE, 5.95 MI (9.58 KM) SE ALONG
 DF8798'TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND SQUAW
 DF8798'LAKE IN SQUAW LAKE, TO TH 46 MP 20.85, THENCE 0.1 MI (0.2 KM) NE ON
 DF8798'FOREST RD NO 3808, 65.6 FT (20.0 M) EAST OF 12 INCH JACK PINE, 53.5 FT
 DF8798'(16.3 M) SE OF FOREST RD NO 3808, 2.5 FT (0.8 M) SE OF WIT POST,
 DF8798'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 55 FT.
 DF8798
 DF8798                          STATION RECOVERY (2009)
 DF8798
 DF8798'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8798'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8798'THE MARK IS 6.0 MILES SOUTHEAST OF SQUAW LAKE, 5.95 MILES SOUTHEAST
 DF8798'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND BRIDGE
 DF8798'BETWEEN ROUND LAKE AND SQUAW LAKE IN SQUAW LAKE, AT TRUNK HIGHWAY 46
 DF8798'MILEPOINT 20.85, THEN 0.1 MILE NORTHEAST ON FOREST ROAD 3808, 65.6
 DF8798'FEET EAST OF 12 INCH JACK PINE, 53.5 FEET SOUTHEAST OF FOREST ROAD
 DF8798'3808, 2.5 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8982 ***********************************************************************
 DH8982  DESIGNATION -  3109 P
 DH8982  PID         -  DH8982
 DH8982  STATE/COUNTY-  MN/ITASCA
 DH8982  COUNTRY     -  US
 DH8982  USGS QUAD   -  MAX (1971)
 DH8982
 DH8982                         *CURRENT SURVEY CONTROL
 DH8982  ______________________________________________________________________
 DH8982* NAD 83(1986) POSITION- 47 34 09.4    (N) 094 05 26.6    (W)   HD_HELD2  
 DH8982* NAVD 88 ORTHO HEIGHT -   422.472  (meters)    1386.06  (feet) ADJUSTED  
 DH8982  ______________________________________________________________________
 DH8982  GEOID HEIGHT    -        -28.54  (meters)                     GEOID09
 DH8982  DYNAMIC HEIGHT  -        422.527 (meters)     1386.24  (feet) COMP
 DH8982  MODELED GRAVITY -    980,727.8   (mgal)                       NAVD 88
 DH8982
 DH8982  VERT ORDER      -  SECOND    CLASS I
 DH8982
 DH8982.The horizontal coordinates were established by autonomous hand held GPS
 DH8982.observations and have an estimated accuracy of +/- 10 meters.
 DH8982.
 DH8982.The orthometric height was determined by differential leveling and
 DH8982.adjusted in September 2006.
 DH8982
 DH8982.Photographs are available for this station.
 DH8982
 DH8982.The dynamic height is computed by dividing the NAVD 88
 DH8982.geopotential number by the normal gravity value computed on the
 DH8982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8982.degrees latitude (g = 980.6199 gals.).
 DH8982
 DH8982.The modeled gravity was interpolated from observed gravity values.
 DH8982
 DH8982;                    North         East    Units  Estimated Accuracy
 DH8982;SPC MN N     -   219,353.      725,462.      MT  (+/- 10 meters HH2 GPS)
 DH8982
 DH8982                          SUPERSEDED SURVEY CONTROL
 DH8982
 DH8982.No superseded survey control is available for this station.
 DH8982
 DH8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1796269005(NAD 83)
 DH8982
 DH8982_MARKER: DD = SURVEY DISK
 DH8982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8982_STAMPING: 3109 P 2001
 DH8982_MARK LOGO: MNDT  
 DH8982_PROJECTION: RECESSED 3 CENTIMETERS
 DH8982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8982+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DH8982_ROD/PIPE-DEPTH: 11.9 meters
 DH8982
 DH8982  HISTORY     - Date     Condition        Report By
 DH8982  HISTORY     - 2001     MONUMENTED       MNDT
 DH8982
 DH8982                          STATION DESCRIPTION
 DH8982
 DH8982'DESCRIBED BY MN DEPT OF TRANSP 2001
 DH8982'THE MARK IS 4.75 MI (7.64 KM) SE OF SQUAW LAKE, 4.8 MI (7.7 KM) SE
 DH8982'ALONG TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND
 DH8982'SQUAW LAKE IN SQUAW LAKE, AT TH 46 MP 22.0, 85 FT (25.9 M) NE OF TH
 DH8982'46, 63.3 FT (19.3 M) ENE OF MILEPOST 22, 14.6 FT (4.5 M) NW OF FOREST
 DH8982'RD NO 3859, 2.4 FT (0.7 M) NE OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DH8982'AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8983 ***********************************************************************
 DH8983  DESIGNATION -  3109 Q
 DH8983  PID         -  DH8983
 DH8983  STATE/COUNTY-  MN/ITASCA
 DH8983  COUNTRY     -  US
 DH8983  USGS QUAD   -  MAX (1971)
 DH8983
 DH8983                         *CURRENT SURVEY CONTROL
 DH8983  ______________________________________________________________________
 DH8983* NAD 83(1986) POSITION- 47 35 49.5    (N) 094 07 28.4    (W)   HD_HELD2  
 DH8983* NAVD 88 ORTHO HEIGHT -   409.334  (meters)    1342.96  (feet) ADJUSTED  
 DH8983  ______________________________________________________________________
 DH8983  GEOID HEIGHT    -        -28.51  (meters)                     GEOID09
 DH8983  DYNAMIC HEIGHT  -        409.389 (meters)     1343.14  (feet) COMP
 DH8983  MODELED GRAVITY -    980,733.4   (mgal)                       NAVD 88
 DH8983
 DH8983  VERT ORDER      -  SECOND    CLASS I
 DH8983
 DH8983.The horizontal coordinates were established by autonomous hand held GPS
 DH8983.observations and have an estimated accuracy of +/- 10 meters.
 DH8983.
 DH8983.The orthometric height was determined by differential leveling and
 DH8983.adjusted in September 2006.
 DH8983
 DH8983.Photographs are available for this station.
 DH8983
 DH8983.The dynamic height is computed by dividing the NAVD 88
 DH8983.geopotential number by the normal gravity value computed on the
 DH8983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8983.degrees latitude (g = 980.6199 gals.).
 DH8983
 DH8983.The modeled gravity was interpolated from observed gravity values.
 DH8983
 DH8983;                    North         East    Units  Estimated Accuracy
 DH8983;SPC MN N     -   222,477.      722,958.      MT  (+/- 10 meters HH2 GPS)
 DH8983
 DH8983                          SUPERSEDED SURVEY CONTROL
 DH8983
 DH8983.No superseded survey control is available for this station.
 DH8983
 DH8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1546272131(NAD 83)
 DH8983
 DH8983_MARKER: DD = SURVEY DISK
 DH8983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8983_STAMPING: 3109 Q 2001
 DH8983_MARK LOGO: MNDT  
 DH8983_PROJECTION: RECESSED 3 CENTIMETERS
 DH8983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8983+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DH8983_ROD/PIPE-DEPTH:  7.6 meters
 DH8983
 DH8983  HISTORY     - Date     Condition        Report By
 DH8983  HISTORY     - 2001     MONUMENTED       MNDT
 DH8983
 DH8983                          STATION DESCRIPTION
 DH8983
 DH8983'DESCRIBED BY MN DEPT OF TRANSP 2001
 DH8983'THE MARK IS 2.25 MI (3.62 KM) SE OF SQUAW LAKE, 2.3 MI (3.7 KM) SE
 DH8983'ALONG TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND
 DH8983'SQUAW LAKE IN SQUAW LAKE, AT TH 46 MP 24.5, 89 FT (27.1 M) SW OF TH
 DH8983'46, 6 FT (1.8 M) SE OF TRAIL, 1.7 FT (0.5 M) NW OF WIT POST, RECESSED
 DH8983'1 INCH, MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8984 ***********************************************************************
 DH8984  DESIGNATION -  3109 R
 DH8984  PID         -  DH8984
 DH8984  STATE/COUNTY-  MN/ITASCA
 DH8984  COUNTRY     -  US
 DH8984  USGS QUAD   -  SQUAW LAKE (1996)
 DH8984
 DH8984                         *CURRENT SURVEY CONTROL
 DH8984  ______________________________________________________________________
 DH8984* NAD 83(1986) POSITION- 47 38 31.8    (N) 094 08 57.9    (W)   HD_HELD2  
 DH8984* NAVD 88 ORTHO HEIGHT -   412.356  (meters)    1352.87  (feet) ADJUSTED  
 DH8984  ______________________________________________________________________
 DH8984  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DH8984  DYNAMIC HEIGHT  -        412.416 (meters)     1353.07  (feet) COMP
 DH8984  MODELED GRAVITY -    980,745.6   (mgal)                       NAVD 88
 DH8984
 DH8984  VERT ORDER      -  SECOND    CLASS I
 DH8984
 DH8984.The horizontal coordinates were established by autonomous hand held GPS
 DH8984.observations and have an estimated accuracy of +/- 10 meters.
 DH8984.
 DH8984.The orthometric height was determined by differential leveling and
 DH8984.adjusted in September 2006.
 DH8984
 DH8984.Photographs are available for this station.
 DH8984
 DH8984.The dynamic height is computed by dividing the NAVD 88
 DH8984.geopotential number by the normal gravity value computed on the
 DH8984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8984.degrees latitude (g = 980.6199 gals.).
 DH8984
 DH8984.The modeled gravity was interpolated from observed gravity values.
 DH8984
 DH8984;                    North         East    Units  Estimated Accuracy
 DH8984;SPC MN N     -   227,513.      721,157.      MT  (+/- 10 meters HH2 GPS)
 DH8984
 DH8984                          SUPERSEDED SURVEY CONTROL
 DH8984
 DH8984.No superseded survey control is available for this station.
 DH8984
 DH8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1366777169(NAD 83)
 DH8984
 DH8984_MARKER: DD = SURVEY DISK
 DH8984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8984_STAMPING: 3109 R 2001
 DH8984_MARK LOGO: MNDT  
 DH8984_PROJECTION: RECESSED 3 CENTIMETERS
 DH8984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8984+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DH8984_ROD/PIPE-DEPTH:  4.6 meters
 DH8984
 DH8984  HISTORY     - Date     Condition        Report By
 DH8984  HISTORY     - 2001     MONUMENTED       MNDT
 DH8984
 DH8984                          STATION DESCRIPTION
 DH8984
 DH8984'DESCRIBED BY MN DEPT OF TRANSP 2001
 DH8984'THE MARK IS 1 MI (1.6 KM) NW OF SQUAW LAKE, 1.2 MI (1.9 KM) NW ALONG
 DH8984'TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND SQUAW
 DH8984'LAKE IN SQUAW LAKE, AT TH 46 MP 28.0, 57 FT (17.4 M) NE OF TH 46, 78.4
 DH8984'FT (23.9 M) NORTH OF MILEPOST 28, 6.5 FT (2.0 M) NW OF ENT, 2.0 FT
 DH8984'(0.6 M) NE OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND NOT SUITABLE
 DH8984'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8799 ***********************************************************************
 DF8799  DESIGNATION -  3109 S
 DF8799  PID         -  DF8799
 DF8799  STATE/COUNTY-  MN/ITASCA
 DF8799  COUNTRY     -  US
 DF8799  USGS QUAD   -  SQUAW LAKE (1996)
 DF8799
 DF8799                         *CURRENT SURVEY CONTROL
 DF8799  ______________________________________________________________________
 DF8799* NAD 83(2007) POSITION- 47 38 58.48516(N) 094 09 48.97448(W)   ADJUSTED  
 DF8799* NAD 83(2007) ELLIP HT-   381.012 (meters)        (02/10/07)   ADJUSTED
 DF8799* NAD 83(2007) EPOCH   -  2002.00
 DF8799* NAVD 88 ORTHO HEIGHT -   409.448  (meters)    1343.33  (feet) ADJUSTED  
 DF8799  ______________________________________________________________________
 DF8799  NAD 83(2007) X  -   -312,552.102 (meters)                     COMP
 DF8799  NAD 83(2007) Y  - -4,293,487.773 (meters)                     COMP
 DF8799  NAD 83(2007) Z  -  4,690,998.729 (meters)                     COMP
 DF8799  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC09
 DF8799  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DF8799  DYNAMIC HEIGHT  -        409.509 (meters)     1343.53  (feet) COMP
 DF8799  MODELED GRAVITY -    980,748.5   (mgal)                       NAVD 88
 DF8799
 DF8799  VERT ORDER      -  SECOND    CLASS I
 DF8799
 DF8799  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8799  Type                                         Horiz  Ellip  Dist(km)
 DF8799  -------------------------------------------------------------------
 DF8799  NETWORK                                       1.46   0.84
 DF8799  -------------------------------------------------------------------
 DF8799  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.77   0.45      2.39
 DF8799  -------------------------------------------------------------------
 DF8799  NOTE: Click here for information on individual local accuracy
 DF8799  values and other accuracy information.
 DF8799
 DF8799
 DF8799.The horizontal coordinates were established by GPS observations
 DF8799.and adjusted by the National Geodetic Survey in February 2007.
 DF8799
 DF8799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8799.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8799
 DF8799.The horizontal coordinates are valid at the epoch date displayed above
 DF8799.which is a decimal equivalence of Year/Month/Day.
 DF8799
 DF8799.The orthometric height was determined by differential leveling and
 DF8799.adjusted in September 2006.
 DF8799
 DF8799.Photographs are available for this station.
 DF8799
 DF8799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8799
 DF8799.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8799
 DF8799.The ellipsoidal height was determined by GPS observations
 DF8799.and is referenced to NAD 83.
 DF8799
 DF8799.The dynamic height is computed by dividing the NAVD 88
 DF8799.geopotential number by the normal gravity value computed on the
 DF8799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8799.degrees latitude (g = 980.6199 gals.).
 DF8799
 DF8799.The modeled gravity was interpolated from observed gravity values.
 DF8799
 DF8799. The following values were computed from the NAD 83(2007) position.
 DF8799
 DF8799;                    North         East     Units Scale Factor Converg.
 DF8799;SPC MN N     -   228,351.910   720,102.031   MT  0.99990805   -0 47 18.1
 DF8799;SPC MN N     -   749,184.56  2,362,534.75   sFT  0.99990805   -0 47 18.1
 DF8799;UTM  15      - 5,278,009.426   412,614.746   MT  0.99969384   -0 51 36.0
 DF8799
 DF8799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8799!SPC MN N     -   0.99994028  x   0.99990805  =   0.99984834
 DF8799!UTM  15      -   0.99994028  x   0.99969384  =   0.99963414
 DF8799
 DF8799                          SUPERSEDED SURVEY CONTROL
 DF8799
 DF8799  NAD 83(1996)-  47 38 58.48510(N)    094 09 48.97437(W) AD(       ) 1
 DF8799  ELLIP H (10/23/03)  381.017  (m)                       GP(       ) 4 1
 DF8799  NAVD 88 (10/23/03)  409.45   (m)         1343.3    (f) LEVELING    3  
 DF8799
 DF8799.Superseded values are not recommended for survey control.
 DF8799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8799.See file dsdata.txt to determine how the superseded data were derived.
 DF8799
 DF8799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1261478009(NAD 83)
 DF8799
 DF8799_MARKER: DD = SURVEY DISK
 DF8799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8799_STAMPING: 3109 S 2001
 DF8799_MARK LOGO: MNDT  
 DF8799_PROJECTION: FLUSH
 DF8799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8799+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 DF8799_ROD/PIPE-DEPTH: 10.7 meters
 DF8799
 DF8799  HISTORY     - Date     Condition        Report By
 DF8799  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8799  HISTORY     - 20090803 GOOD             MNDT
 DF8799
 DF8799                          STATION DESCRIPTION
 DF8799
 DF8799'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8799'THE MARK IS 2 MI (3.2 KM) NW OF SQUAW LAKE, 2.05 MI (3.30 KM) NW ALONG
 DF8799'TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND SQUAW
 DF8799'LAKE IN SQUAW LAKE, AT TH 46 MP 28.85, 67.2 FT (20.5 M) SE OF P-POLE,
 DF8799'52 FT (15.8 M) SW OF TH 46, 10 FT (3.0 M) NW OF ENT, 2.5 FT (0.8 M) SE
 DF8799'OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 35
 DF8799'FT.
 DF8799
 DF8799                          STATION RECOVERY (2009)
 DF8799
 DF8799'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8799'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8799'THE MARK IS 2.0 MILES NORTHWEST OF SQUAW LAKE, 2.05 MILES NORTHWEST
 DF8799'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND BRIDGE
 DF8799'BETWEEN ROUND LAKE AND SQUAW LAKE IN SQUAW LAKE, AT TRUNK HIGHWAY 46
 DF8799'MILEPOINT 28.85, 67.2 FEET SOUTHEAST OF POWER POLE, 52.0 FEET
 DF8799'SOUTHWEST OF TRUNK HIGHWAY 46, 10.0 FEET NORTHWEST OF ENTRANCE, 2.5
 DF8799'FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8800 ***********************************************************************
 DF8800  DESIGNATION -  3109 T
 DF8800  PID         -  DF8800
 DF8800  STATE/COUNTY-  MN/ITASCA
 DF8800  COUNTRY     -  US
 DF8800  USGS QUAD   -  SQUAW LAKE (1996)
 DF8800
 DF8800                         *CURRENT SURVEY CONTROL
 DF8800  ______________________________________________________________________
 DF8800* NAD 83(2007) POSITION- 47 39 58.44265(N) 094 11 03.60025(W)   ADJUSTED  
 DF8800* NAD 83(2007) ELLIP HT-   384.844 (meters)        (02/10/07)   ADJUSTED
 DF8800* NAD 83(2007) EPOCH   -  2002.00
 DF8800* NAVD 88 ORTHO HEIGHT -   413.254  (meters)    1355.82  (feet) ADJUSTED  
 DF8800  ______________________________________________________________________
 DF8800  NAD 83(2007) X  -   -314,005.763 (meters)                     COMP
 DF8800  NAD 83(2007) Y  - -4,292,011.858 (meters)                     COMP
 DF8800  NAD 83(2007) Z  -  4,692,248.892 (meters)                     COMP
 DF8800  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC09
 DF8800  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DF8800  DYNAMIC HEIGHT  -        413.317 (meters)     1356.02  (feet) COMP
 DF8800  MODELED GRAVITY -    980,750.9   (mgal)                       NAVD 88
 DF8800
 DF8800  VERT ORDER      -  SECOND    CLASS I
 DF8800
 DF8800  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8800  Type                                         Horiz  Ellip  Dist(km)
 DF8800  -------------------------------------------------------------------
 DF8800  NETWORK                                       1.36   0.80
 DF8800  -------------------------------------------------------------------
 DF8800  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   0.49      2.42
 DF8800  -------------------------------------------------------------------
 DF8800  NOTE: Click here for information on individual local accuracy
 DF8800  values and other accuracy information.
 DF8800
 DF8800
 DF8800.The horizontal coordinates were established by GPS observations
 DF8800.and adjusted by the National Geodetic Survey in February 2007.
 DF8800
 DF8800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8800.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8800
 DF8800.The horizontal coordinates are valid at the epoch date displayed above
 DF8800.which is a decimal equivalence of Year/Month/Day.
 DF8800
 DF8800.The orthometric height was determined by differential leveling and
 DF8800.adjusted in September 2006.
 DF8800
 DF8800.Photographs are available for this station.
 DF8800
 DF8800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8800
 DF8800.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8800
 DF8800.The ellipsoidal height was determined by GPS observations
 DF8800.and is referenced to NAD 83.
 DF8800
 DF8800.The dynamic height is computed by dividing the NAVD 88
 DF8800.geopotential number by the normal gravity value computed on the
 DF8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8800.degrees latitude (g = 980.6199 gals.).
 DF8800
 DF8800.The modeled gravity was interpolated from observed gravity values.
 DF8800
 DF8800. The following values were computed from the NAD 83(2007) position.
 DF8800
 DF8800;                    North         East     Units Scale Factor Converg.
 DF8800;SPC MN N     -   230,224.940   718,570.913   MT  0.99990716   -0 48 13.4
 DF8800;SPC MN N     -   755,329.66  2,357,511.40   sFT  0.99990716   -0 48 13.4
 DF8800;UTM  15      - 5,279,883.974   411,086.299   MT  0.99969715   -0 52 32.0
 DF8800
 DF8800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8800!SPC MN N     -   0.99993968  x   0.99990716  =   0.99984685
 DF8800!UTM  15      -   0.99993968  x   0.99969715  =   0.99963685
 DF8800
 DF8800                          SUPERSEDED SURVEY CONTROL
 DF8800
 DF8800  NAD 83(1996)-  47 39 58.44256(N)    094 11 03.60011(W) AD(       ) 1
 DF8800  ELLIP H (10/23/03)  384.849  (m)                       GP(       ) 4 1
 DF8800  NAVD 88 (06/13/11)  413.25   (m)         1355.8    (f) LEVELING    3  
 DF8800  NAVD 88 (10/23/03)  413.26   (m)         1355.8    (f) LEVELING    3  
 DF8800
 DF8800.Superseded values are not recommended for survey control.
 DF8800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8800.See file dsdata.txt to determine how the superseded data were derived.
 DF8800
 DF8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1108679883(NAD 83)
 DF8800
 DF8800_MARKER: DD = SURVEY DISK
 DF8800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8800_STAMPING: 3109 T 2001
 DF8800_MARK LOGO: MNDT  
 DF8800_PROJECTION: FLUSH
 DF8800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8800+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 DF8800_ROD/PIPE-DEPTH:  7.6 meters
 DF8800
 DF8800  HISTORY     - Date     Condition        Report By
 DF8800  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8800  HISTORY     - 20090803 GOOD             MNDT
 DF8800
 DF8800                          STATION DESCRIPTION
 DF8800
 DF8800'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8800'THE MARK IS 3.5 MI (5.6 KM) NW OF SQUAW LAKE, 3.6 MI (5.8 KM) NW ALONG
 DF8800'TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND SQUAW
 DF8800'LAKE IN SQUAW LAKE, AT TH 46 MP 30.4, 78 FT (23.8 M) NE OF TH 46, 15
 DF8800'FT (4.6 M) NW OF ENT, 2.5 FT (0.8 M) SSW OF WIT POST, RECESSED 1 INCH,
 DF8800'MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
 DF8800
 DF8800                          STATION RECOVERY (2009)
 DF8800
 DF8800'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8800'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8800'THE MARK IS 3.5 MILES NORTHWEST OF SQUAW LAKE, 3.6 MILES NORTHWEST
 DF8800'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND BRIDGE
 DF8800'BETWEEN ROUND LAKE AND SQUAW LAKE IN SQUAW LAKE, AT TRUNK HIGHWAY 46
 DF8800'MILEPOINT 30.4, 78.0 FEET NORTHEAST OF TRUNK HIGHWAY 46, 15.0 FEET
 DF8800'NORTHWEST OF ENTRANCE, 2.5 FEET SOUTH-SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8985 ***********************************************************************
 DH8985  DESIGNATION -  3109 U
 DH8985  PID         -  DH8985
 DH8985  STATE/COUNTY-  MN/ITASCA
 DH8985  COUNTRY     -  US
 DH8985  USGS QUAD   -  SQUAW LAKE (1996)
 DH8985
 DH8985                         *CURRENT SURVEY CONTROL
 DH8985  ______________________________________________________________________
 DH8985* NAD 83(1986) POSITION- 47 40 31.3    (N) 094 11 52.7    (W)   HD_HELD2  
 DH8985* NAVD 88 ORTHO HEIGHT -   415.727  (meters)    1363.93  (feet) ADJUSTED  
 DH8985  ______________________________________________________________________
 DH8985  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DH8985  DYNAMIC HEIGHT  -        415.790 (meters)     1364.14  (feet) COMP
 DH8985  MODELED GRAVITY -    980,750.1   (mgal)                       NAVD 88
 DH8985
 DH8985  VERT ORDER      -  SECOND    CLASS I
 DH8985
 DH8985.The horizontal coordinates were established by autonomous hand held GPS
 DH8985.observations and have an estimated accuracy of +/- 10 meters.
 DH8985.
 DH8985.The orthometric height was determined by differential leveling and
 DH8985.adjusted in September 2006.
 DH8985
 DH8985.Photographs are available for this station.
 DH8985
 DH8985.The dynamic height is computed by dividing the NAVD 88
 DH8985.geopotential number by the normal gravity value computed on the
 DH8985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8985.degrees latitude (g = 980.6199 gals.).
 DH8985
 DH8985.The modeled gravity was interpolated from observed gravity values.
 DH8985
 DH8985;                    North         East    Units  Estimated Accuracy
 DH8985;SPC MN N     -   231,254.      717,561.      MT  (+/- 10 meters HH2 GPS)
 DH8985
 DH8985                          SUPERSEDED SURVEY CONTROL
 DH8985
 DH8985.No superseded survey control is available for this station.
 DH8985
 DH8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN1007880914(NAD 83)
 DH8985
 DH8985_MARKER: DD = SURVEY DISK
 DH8985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH8985_STAMPING: 3109 U 2001
 DH8985_MARK LOGO: MNDT  
 DH8985_PROJECTION: RECESSED 3 CENTIMETERS
 DH8985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8985+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DH8985_ROD/PIPE-DEPTH: 11.3 meters
 DH8985
 DH8985  HISTORY     - Date     Condition        Report By
 DH8985  HISTORY     - 2001     MONUMENTED       MNDT
 DH8985
 DH8985                          STATION DESCRIPTION
 DH8985
 DH8985'DESCRIBED BY MN DEPT OF TRANSP 2001
 DH8985'THE MARK IS 4.5 MI (7.2 KM) NW OF SQUAW LAKE, 4.5 MI (7.2 KM) NW ALONG
 DH8985'TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND SQUAW
 DH8985'LAKE IN SQUAW LAKE, AT TH 46 MP 31.3, 72.5 FT (22.1 M) SW OF TH 46,
 DH8985'9.5 FT (2.9 M) SE OF ENT, 2.9 FT (0.9 M) NW OF WIT POST, RECESSED 1
 DH8985'INCH, MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8801 ***********************************************************************
 DF8801  DESIGNATION -  3109 V
 DF8801  PID         -  DF8801
 DF8801  STATE/COUNTY-  MN/ITASCA
 DF8801  COUNTRY     -  US
 DF8801  USGS QUAD   -  SQUAW LAKE (1996)
 DF8801
 DF8801                         *CURRENT SURVEY CONTROL
 DF8801  ______________________________________________________________________
 DF8801* NAD 83(2007) POSITION- 47 41 11.45275(N) 094 12 46.12491(W)   ADJUSTED  
 DF8801* NAD 83(2007) ELLIP HT-   385.702 (meters)        (02/10/07)   ADJUSTED
 DF8801* NAD 83(2007) EPOCH   -  2002.00
 DF8801* NAVD 88 ORTHO HEIGHT -   414.107  (meters)    1358.62  (feet) ADJUSTED  
 DF8801  ______________________________________________________________________
 DF8801  NAD 83(2007) X  -   -316,016.648 (meters)                     COMP
 DF8801  NAD 83(2007) Y  - -4,290,193.079 (meters)                     COMP
 DF8801  NAD 83(2007) Z  -  4,693,767.866 (meters)                     COMP
 DF8801  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC09
 DF8801  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DF8801  DYNAMIC HEIGHT  -        414.169 (meters)     1358.82  (feet) COMP
 DF8801  MODELED GRAVITY -    980,748.7   (mgal)                       NAVD 88
 DF8801
 DF8801  VERT ORDER      -  SECOND    CLASS I
 DF8801
 DF8801  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8801  Type                                         Horiz  Ellip  Dist(km)
 DF8801  -------------------------------------------------------------------
 DF8801  NETWORK                                       1.22   0.74
 DF8801  -------------------------------------------------------------------
 DF8801  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.73   0.41      2.85
 DF8801  -------------------------------------------------------------------
 DF8801  NOTE: Click here for information on individual local accuracy
 DF8801  values and other accuracy information.
 DF8801
 DF8801
 DF8801.The horizontal coordinates were established by GPS observations
 DF8801.and adjusted by the National Geodetic Survey in February 2007.
 DF8801
 DF8801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8801.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8801
 DF8801.The horizontal coordinates are valid at the epoch date displayed above
 DF8801.which is a decimal equivalence of Year/Month/Day.
 DF8801
 DF8801.The orthometric height was determined by differential leveling and
 DF8801.adjusted in September 2006.
 DF8801
 DF8801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8801
 DF8801.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8801
 DF8801.The ellipsoidal height was determined by GPS observations
 DF8801.and is referenced to NAD 83.
 DF8801
 DF8801.The dynamic height is computed by dividing the NAVD 88
 DF8801.geopotential number by the normal gravity value computed on the
 DF8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8801.degrees latitude (g = 980.6199 gals.).
 DF8801
 DF8801.The modeled gravity was interpolated from observed gravity values.
 DF8801
 DF8801. The following values were computed from the NAD 83(2007) position.
 DF8801
 DF8801;                    North         East     Units Scale Factor Converg.
 DF8801;SPC MN N     -   232,509.767   716,464.852   MT  0.99990618   -0 49 29.4
 DF8801;SPC MN N     -   762,825.79  2,350,601.77   sFT  0.99990618   -0 49 29.4
 DF8801;UTM  15      - 5,282,170.970   408,983.544   MT  0.99970180   -0 53 48.9
 DF8801
 DF8801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8801!SPC MN N     -   0.99993955  x   0.99990618  =   0.99984574
 DF8801!UTM  15      -   0.99993955  x   0.99970180  =   0.99964137
 DF8801
 DF8801                          SUPERSEDED SURVEY CONTROL
 DF8801
 DF8801  NAD 83(1996)-  47 41 11.45264(N)    094 12 46.12473(W) AD(       ) 1
 DF8801  ELLIP H (10/23/03)  385.707  (m)                       GP(       ) 4 1
 DF8801  NAVD 88 (10/23/03)  414.10   (m)         1358.6    (f) LEVELING    3  
 DF8801
 DF8801.Superseded values are not recommended for survey control.
 DF8801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8801.See file dsdata.txt to determine how the superseded data were derived.
 DF8801
 DF8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0898382170(NAD 83)
 DF8801
 DF8801_MARKER: DD = SURVEY DISK
 DF8801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8801_STAMPING: 3109 V 2001
 DF8801_MARK LOGO: MNDT  
 DF8801_PROJECTION: RECESSED 5 CENTIMETERS
 DF8801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8801+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8801_ROD/PIPE-DEPTH:  9.1 meters
 DF8801
 DF8801  HISTORY     - Date     Condition        Report By
 DF8801  HISTORY     - 2001     MONUMENTED       MNDT
 DF8801
 DF8801                          STATION DESCRIPTION
 DF8801
 DF8801'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8801'THE MARK IS 5.5 MI (8.9 KM) NW OF SQUAW LAKE, 5.55 MI (8.93 KM) NW
 DF8801'ALONG TH 46 FROM JCT OF TH 46 AND BRDG NO 5623 BETWEEN ROUND LAKE AND
 DF8801'SQUAW LAKE IN SQUAW LAKE, AT TH 46 MP 32.35, 90 FT (27.4 M) NE OF TH
 DF8801'46, 4.5 FT (1.4 M) SE OF ENT, 2.0 FT (0.6 M) NW OF WIT POST, RECESSED
 DF8801'2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8120 ***********************************************************************
 DM8120  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8120  DESIGNATION -  3109 V RESET
 DM8120  PID         -  DM8120
 DM8120  STATE/COUNTY-  MN/ITASCA
 DM8120  COUNTRY     -  US
 DM8120  USGS QUAD   -  SQUAW LAKE (1996)
 DM8120
 DM8120                         *CURRENT SURVEY CONTROL
 DM8120  ______________________________________________________________________
 DM8120* NAD 83(2007) POSITION- 47 41 11.45174(N) 094 12 46.12495(W)   ADJUSTED  
 DM8120* NAD 83(2007) ELLIP HT-   385.623 (meters)        (06/13/11)   ADJUSTED
 DM8120* NAD 83(2007) EPOCH   -  2002.00
 DM8120* NAVD 88 ORTHO HEIGHT -   414.03   (meters)    1358.4   (feet) GPS OBS   
 DM8120  ______________________________________________________________________
 DM8120  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DM8120  NAD 83(2007) X  -   -316,016.647 (meters)                     COMP
 DM8120  NAD 83(2007) Y  - -4,290,193.049 (meters)                     COMP
 DM8120  NAD 83(2007) Z  -  4,693,767.786 (meters)                     COMP
 DM8120  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC09
 DM8120  HORZ ORDER      -  FIRST
 DM8120  ELLP ORDER      -  FOURTH    CLASS I
 DM8120
 DM8120.The horizontal coordinates were established by GPS observations
 DM8120.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8120
 DM8120.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8120.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8120
 DM8120.The horizontal coordinates are valid at the epoch date displayed above
 DM8120.which is a decimal equivalence of Year/Month/Day.
 DM8120
 DM8120.The orthometric height was determined by GPS observations and a
 DM8120.high-resolution geoid model using precise GPS observation and
 DM8120.processing techniques.
 DM8120
 DM8120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8120
 DM8120.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8120
 DM8120.The ellipsoidal height was determined by GPS observations
 DM8120.and is referenced to NAD 83.
 DM8120
 DM8120. The following values were computed from the NAD 83(2007) position.
 DM8120
 DM8120;                    North         East     Units Scale Factor Converg.
 DM8120;SPC MN N     -   232,509.736   716,464.850   MT  0.99990618   -0 49 29.4
 DM8120;SPC MN N     -   762,825.69  2,350,601.76   sFT  0.99990618   -0 49 29.4
 DM8120;UTM  15      - 5,282,170.939   408,983.543   MT  0.99970180   -0 53 48.9
 DM8120
 DM8120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8120!SPC MN N     -   0.99993956  x   0.99990618  =   0.99984575
 DM8120!UTM  15      -   0.99993956  x   0.99970180  =   0.99964138
 DM8120
 DM8120                          SUPERSEDED SURVEY CONTROL
 DM8120
 DM8120.No superseded survey control is available for this station.
 DM8120
 DM8120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0898382170(NAD 83)
 DM8120
 DM8120_MARKER: I = METAL ROD
 DM8120_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8120_STAMPING: 3109 V 2001 RESET 2009
 DM8120_MARK LOGO: MNDT  
 DM8120_PROJECTION: RECESSED 15 CENTIMETERS
 DM8120_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8120+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 DM8120_ROD/PIPE-DEPTH:  9.1 meters
 DM8120
 DM8120  HISTORY     - Date     Condition        Report By
 DM8120  HISTORY     - 20090803 MONUMENTED       MNDT
 DM8120
 DM8120                          STATION DESCRIPTION
 DM8120
 DM8120'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8120'THE MARK IS 5.5 MILES NORTHWEST OF SQUAW LAKE, 5.55 MILES NORTHWEST
 DM8120'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND POPPLE
 DM8120'RIVER BRIDGE IN SQUAW LAKE, AT TRUNK HIGHWAY MILEPOINT 32.35, 90.0
 DM8120'FEET NORTHEAST OF TRUNK HIGHWAY 46, 2.0 FEET NORTHWEST OF WITNESS
 DM8120'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8802 ***********************************************************************
 DF8802  DESIGNATION -  3109 W
 DF8802  PID         -  DF8802
 DF8802  STATE/COUNTY-  MN/ITASCA
 DF8802  COUNTRY     -  US
 DF8802  USGS QUAD   -  ALVWOOD (1996)
 DF8802
 DF8802                         *CURRENT SURVEY CONTROL
 DF8802  ______________________________________________________________________
 DF8802* NAD 83(2007) POSITION- 47 42 55.23196(N) 094 15 18.81556(W)   ADJUSTED  
 DF8802* NAD 83(2007) ELLIP HT-   391.360 (meters)        (02/10/07)   ADJUSTED
 DF8802* NAD 83(2007) EPOCH   -  2002.00
 DF8802* NAVD 88 ORTHO HEIGHT -   419.772  (meters)    1377.20  (feet) ADJUSTED  
 DF8802  ______________________________________________________________________
 DF8802  NAD 83(2007) X  -   -319,016.810 (meters)                     COMP
 DF8802  NAD 83(2007) Y  - -4,287,597.472 (meters)                     COMP
 DF8802  NAD 83(2007) Z  -  4,695,929.269 (meters)                     COMP
 DF8802  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC09
 DF8802  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 DF8802  DYNAMIC HEIGHT  -        419.833 (meters)     1377.40  (feet) COMP
 DF8802  MODELED GRAVITY -    980,743.6   (mgal)                       NAVD 88
 DF8802
 DF8802  VERT ORDER      -  SECOND    CLASS I
 DF8802
 DF8802  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8802  Type                                         Horiz  Ellip  Dist(km)
 DF8802  -------------------------------------------------------------------
 DF8802  NETWORK                                       0.95   0.63
 DF8802  -------------------------------------------------------------------
 DF8802  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   0.31      2.27
 DF8802  -------------------------------------------------------------------
 DF8802  NOTE: Click here for information on individual local accuracy
 DF8802  values and other accuracy information.
 DF8802
 DF8802
 DF8802.The horizontal coordinates were established by GPS observations
 DF8802.and adjusted by the National Geodetic Survey in February 2007.
 DF8802
 DF8802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8802.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8802
 DF8802.The horizontal coordinates are valid at the epoch date displayed above
 DF8802.which is a decimal equivalence of Year/Month/Day.
 DF8802
 DF8802.The orthometric height was determined by differential leveling and
 DF8802.adjusted in September 2006.
 DF8802
 DF8802.Photographs are available for this station.
 DF8802
 DF8802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8802
 DF8802.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8802
 DF8802.The ellipsoidal height was determined by GPS observations
 DF8802.and is referenced to NAD 83.
 DF8802
 DF8802.The dynamic height is computed by dividing the NAVD 88
 DF8802.geopotential number by the normal gravity value computed on the
 DF8802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8802.degrees latitude (g = 980.6199 gals.).
 DF8802
 DF8802.The modeled gravity was interpolated from observed gravity values.
 DF8802
 DF8802. The following values were computed from the NAD 83(2007) position.
 DF8802
 DF8802;                    North         East     Units Scale Factor Converg.
 DF8802;SPC MN N     -   235,760.993   713,329.095   MT  0.99990500   -0 51 22.6
 DF8802;SPC MN N     -   773,492.52  2,340,313.87   sFT  0.99990500   -0 51 22.6
 DF8802;UTM  15      - 5,285,425.495   405,852.517   MT  0.99970892   -0 55 43.3
 DF8802
 DF8802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8802!SPC MN N     -   0.99993866  x   0.99990500  =   0.99984367
 DF8802!UTM  15      -   0.99993866  x   0.99970892  =   0.99964760
 DF8802
 DF8802                          SUPERSEDED SURVEY CONTROL
 DF8802
 DF8802  NAD 83(1996)-  47 42 55.23182(N)    094 15 18.81536(W) AD(       ) 1
 DF8802  ELLIP H (10/23/03)  391.364  (m)                       GP(       ) 4 1
 DF8802  NAVD 88 (10/23/03)  419.77   (m)         1377.2    (f) LEVELING    3  
 DF8802
 DF8802.Superseded values are not recommended for survey control.
 DF8802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8802.See file dsdata.txt to determine how the superseded data were derived.
 DF8802
 DF8802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0585285425(NAD 83)
 DF8802
 DF8802_MARKER: DD = SURVEY DISK
 DF8802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8802_STAMPING: 3109 W 2001
 DF8802_MARK LOGO: MNDT  
 DF8802_PROJECTION: FLUSH
 DF8802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8802+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 DF8802_ROD/PIPE-DEPTH: 12.2 meters
 DF8802
 DF8802  HISTORY     - Date     Condition        Report By
 DF8802  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8802  HISTORY     - 20090803 GOOD             MNDT
 DF8802
 DF8802                          STATION DESCRIPTION
 DF8802
 DF8802'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8802'THE MARK IS 1.15 MI (1.85 KM) SE OF ALVWOOD, 1.15 MI (1.85 KM) SE
 DF8802'ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46 MP
 DF8802'35.15, 78 FT (23.8 M) SOUTH OF ENT, 48 FT (14.6 M) SW OF TH 46, 2.7 FT
 DF8802'(0.8 M) NE OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD
 DF8802'DEPTH IS 40 FT.
 DF8802
 DF8802                          STATION RECOVERY (2009)
 DF8802
 DF8802'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8802'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8802'THE MARK IS 1.15 MILES SOUTHEAST OF ALVWOOD, 1.15 MILES SOUTHEAST
 DF8802'ALONG TRUNK HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND COUNTY
 DF8802'ROAD 13 IN ALVWOOD, AT TRUNK HIGHWAY 46 MILEPOINT 35.15, 78.0 FEET
 DF8802'SOUTHEAST OF ENTRANCE, 48.0 FEET SOUTHWEST OF TRUNK HIGHWAY 46, 2.7
 DF8802'FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8803 ***********************************************************************
 DF8803  DESIGNATION -  3109 X
 DF8803  PID         -  DF8803
 DF8803  STATE/COUNTY-  MN/ITASCA
 DF8803  COUNTRY     -  US
 DF8803  USGS QUAD   -  ALVWOOD (1996)
 DF8803
 DF8803                         *CURRENT SURVEY CONTROL
 DF8803  ______________________________________________________________________
 DF8803* NAD 83(2007) POSITION- 47 44 21.71754(N) 094 16 04.34530(W)   ADJUSTED  
 DF8803* NAD 83(2007) ELLIP HT-   388.555 (meters)        (02/10/07)   ADJUSTED
 DF8803* NAD 83(2007) EPOCH   -  2002.00
 DF8803* NAVD 88 ORTHO HEIGHT -   416.976  (meters)    1368.03  (feet) ADJUSTED  
 DF8803  ______________________________________________________________________
 DF8803  NAD 83(2007) X  -   -319,815.985 (meters)                     COMP
 DF8803  NAD 83(2007) Y  - -4,285,553.953 (meters)                     COMP
 DF8803  NAD 83(2007) Z  -  4,697,724.032 (meters)                     COMP
 DF8803  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC09
 DF8803  GEOID HEIGHT    -        -28.42  (meters)                     GEOID09
 DF8803  DYNAMIC HEIGHT  -        417.035 (meters)     1368.22  (feet) COMP
 DF8803  MODELED GRAVITY -    980,740.7   (mgal)                       NAVD 88
 DF8803
 DF8803  VERT ORDER      -  SECOND    CLASS I
 DF8803
 DF8803  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8803  Type                                         Horiz  Ellip  Dist(km)
 DF8803  -------------------------------------------------------------------
 DF8803  NETWORK                                       0.90   0.59
 DF8803  -------------------------------------------------------------------
 DF8803  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.62   0.37      1.56
 DF8803  -------------------------------------------------------------------
 DF8803  NOTE: Click here for information on individual local accuracy
 DF8803  values and other accuracy information.
 DF8803
 DF8803
 DF8803.The horizontal coordinates were established by GPS observations
 DF8803.and adjusted by the National Geodetic Survey in February 2007.
 DF8803
 DF8803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8803.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8803
 DF8803.The horizontal coordinates are valid at the epoch date displayed above
 DF8803.which is a decimal equivalence of Year/Month/Day.
 DF8803
 DF8803.The orthometric height was determined by differential leveling and
 DF8803.adjusted in September 2006.
 DF8803
 DF8803.Photographs are available for this station.
 DF8803
 DF8803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8803
 DF8803.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8803
 DF8803.The ellipsoidal height was determined by GPS observations
 DF8803.and is referenced to NAD 83.
 DF8803
 DF8803.The dynamic height is computed by dividing the NAVD 88
 DF8803.geopotential number by the normal gravity value computed on the
 DF8803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8803.degrees latitude (g = 980.6199 gals.).
 DF8803
 DF8803.The modeled gravity was interpolated from observed gravity values.
 DF8803
 DF8803. The following values were computed from the NAD 83(2007) position.
 DF8803
 DF8803;                    North         East     Units Scale Factor Converg.
 DF8803;SPC MN N     -   238,445.775   712,420.665   MT  0.99990422   -0 51 56.3
 DF8803;SPC MN N     -   782,300.85  2,337,333.47   sFT  0.99990422   -0 51 56.3
 DF8803;UTM  15      - 5,288,110.903   404,947.665   MT  0.99971102   -0 56 18.3
 DF8803
 DF8803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8803!SPC MN N     -   0.99993910  x   0.99990422  =   0.99984333
 DF8803!UTM  15      -   0.99993910  x   0.99971102  =   0.99965014
 DF8803
 DF8803                          SUPERSEDED SURVEY CONTROL
 DF8803
 DF8803  NAD 83(1996)-  47 44 21.71741(N)    094 16 04.34508(W) AD(       ) 1
 DF8803  ELLIP H (10/23/03)  388.559  (m)                       GP(       ) 4 1
 DF8803  NAVD 88 (10/23/03)  416.97   (m)         1368.0    (f) LEVELING    3  
 DF8803
 DF8803.Superseded values are not recommended for survey control.
 DF8803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8803.See file dsdata.txt to determine how the superseded data were derived.
 DF8803
 DF8803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0494788110(NAD 83)
 DF8803
 DF8803_MARKER: DD = SURVEY DISK
 DF8803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8803_STAMPING: 3109 X 2001
 DF8803_MARK LOGO: MNDT  
 DF8803_PROJECTION: RECESSED 3 CENTIMETERS
 DF8803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8803+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8803_ROD/PIPE-DEPTH:  9.1 meters
 DF8803
 DF8803  HISTORY     - Date     Condition        Report By
 DF8803  HISTORY     - 2001     MONUMENTED       MNDT
 DF8803
 DF8803                          STATION DESCRIPTION
 DF8803
 DF8803'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8803'THE MARK IS 0.65 MI (1.05 KM) NORTH OF ALVWOOD, 0.65 MI (1.05 KM)
 DF8803'NORTH ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46
 DF8803'MP 36.95, 78 FT (23.8 M) WEST OF TH 46, 6.8 FT (2.1 M) SOUTH OF ATV
 DF8803'TRAIL, 2.0 FT (0.6 M) NORTH OF WIT POST, RECESSED 1 INCH, MAGNETIC,
 DF8803'AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8804 ***********************************************************************
 DF8804  DESIGNATION -  3109 Y
 DF8804  PID         -  DF8804
 DF8804  STATE/COUNTY-  MN/ITASCA
 DF8804  COUNTRY     -  US
 DF8804  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8804
 DF8804                         *CURRENT SURVEY CONTROL
 DF8804  ______________________________________________________________________
 DF8804* NAD 83(2007) POSITION- 47 46 12.58814(N) 094 16 02.98257(W)   ADJUSTED  
 DF8804* NAD 83(2007) ELLIP HT-   402.679 (meters)        (02/10/07)   ADJUSTED
 DF8804* NAD 83(2007) EPOCH   -  2002.00
 DF8804* NAVD 88 ORTHO HEIGHT -   431.118  (meters)    1414.43  (feet) ADJUSTED  
 DF8804  ______________________________________________________________________
 DF8804  NAD 83(2007) X  -   -319,599.739 (meters)                     COMP
 DF8804  NAD 83(2007) Y  - -4,283,037.542 (meters)                     COMP
 DF8804  NAD 83(2007) Z  -  4,700,036.755 (meters)                     COMP
 DF8804  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC09
 DF8804  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DF8804  DYNAMIC HEIGHT  -        431.178 (meters)     1414.62  (feet) COMP
 DF8804  MODELED GRAVITY -    980,739.4   (mgal)                       NAVD 88
 DF8804
 DF8804  VERT ORDER      -  SECOND    CLASS I
 DF8804
 DF8804  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8804  Type                                         Horiz  Ellip  Dist(km)
 DF8804  -------------------------------------------------------------------
 DF8804  NETWORK                                       0.91   0.67
 DF8804  -------------------------------------------------------------------
 DF8804  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.84   0.51      1.88
 DF8804  -------------------------------------------------------------------
 DF8804  NOTE: Click here for information on individual local accuracy
 DF8804  values and other accuracy information.
 DF8804
 DF8804
 DF8804.The horizontal coordinates were established by GPS observations
 DF8804.and adjusted by the National Geodetic Survey in February 2007.
 DF8804
 DF8804.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8804.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8804
 DF8804.The horizontal coordinates are valid at the epoch date displayed above
 DF8804.which is a decimal equivalence of Year/Month/Day.
 DF8804
 DF8804.The orthometric height was determined by differential leveling and
 DF8804.adjusted in September 2006.
 DF8804
 DF8804.Photographs are available for this station.
 DF8804
 DF8804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8804
 DF8804.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8804
 DF8804.The ellipsoidal height was determined by GPS observations
 DF8804.and is referenced to NAD 83.
 DF8804
 DF8804.The dynamic height is computed by dividing the NAVD 88
 DF8804.geopotential number by the normal gravity value computed on the
 DF8804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8804.degrees latitude (g = 980.6199 gals.).
 DF8804
 DF8804.The modeled gravity was interpolated from observed gravity values.
 DF8804
 DF8804. The following values were computed from the NAD 83(2007) position.
 DF8804
 DF8804;                    North         East     Units Scale Factor Converg.
 DF8804;SPC MN N     -   241,868.851   712,500.760   MT  0.99990346   -0 51 55.3
 DF8804;SPC MN N     -   793,531.39  2,337,596.24   sFT  0.99990346   -0 51 55.3
 DF8804;UTM  15      - 5,291,533.214   405,032.105   MT  0.99971083   -0 56 18.9
 DF8804
 DF8804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8804!SPC MN N     -   0.99993689  x   0.99990346  =   0.99984036
 DF8804!UTM  15      -   0.99993689  x   0.99971083  =   0.99964774
 DF8804
 DF8804:                Primary Azimuth Mark                     Grid Az
 DF8804:SPC MN N     -  3109 Z                                   350 49 50.2
 DF8804:UTM  15      -  3109 Z                                   350 54 13.8
 DF8804
 DF8804|---------------------------------------------------------------------|
 DF8804| PID    Reference Object                     Distance      Geod. Az  |
 DF8804|                                                           dddmmss.s |
 DF8804| DF8805 3109 Z                              APPROX. 1.2 KM 3495754.9 |
 DF8804|---------------------------------------------------------------------|
 DF8804
 DF8804                          SUPERSEDED SURVEY CONTROL
 DF8804
 DF8804  NAD 83(1996)-  47 46 12.58800(N)    094 16 02.98232(W) AD(       ) 1
 DF8804  ELLIP H (10/23/03)  402.685  (m)                       GP(       ) 4 1
 DF8804  NAVD 88 (06/13/11)  431.12   (m)         1414.4    (f) LEVELING    3  
 DF8804  NAVD 88 (10/23/03)  431.11   (m)         1414.4    (f) LEVELING    3  
 DF8804
 DF8804.Superseded values are not recommended for survey control.
 DF8804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8804.See file dsdata.txt to determine how the superseded data were derived.
 DF8804
 DF8804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0503291533(NAD 83)
 DF8804
 DF8804_MARKER: DD = SURVEY DISK
 DF8804_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8804_STAMPING: 3109 Y 2001
 DF8804_MARK LOGO: MNDT  
 DF8804_PROJECTION: RECESSED 5 CENTIMETERS
 DF8804_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8804+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2010
 DF8804_ROD/PIPE-DEPTH:  3.0 meters
 DF8804
 DF8804  HISTORY     - Date     Condition        Report By
 DF8804  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8804  HISTORY     - 20100806 GOOD             MNDT
 DF8804
 DF8804                          STATION DESCRIPTION
 DF8804
 DF8804'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8804'THE MARK IS 2.85 MI (4.59 KM) NORTH OF ALVWOOD, 2.85 MI (4.59 KM)
 DF8804'NORTH ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46
 DF8804'MP 39.15, 148 FT (45.1 M) NORTH OF DRIVEWAY, 70.0 FT (21.3 M) NE OF NE
 DF8804'COR OF SHED, 44 FT (13.4 M) WEST OF TH 46, 4.6 FT (1.4 M) WEST OF WIT
 DF8804'POST, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS
 DF8804'10 FT.
 DF8804
 DF8804                          STATION RECOVERY (2010)
 DF8804
 DF8804'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF8804'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8804'THE MARK IS 2.85 MILES NORTH OF ALVWOOD, 2.85 MILES NORTH ALONG TRUNK
 DF8804'HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND COUNTY ROAD 13 IN
 DF8804'ALVWOOD, AT TRUNK HIGHWAY 46 MILEPOINT 39.15, 148.0 FEET NORTH OF
 DF8804'DRIVEWAY, 70.0 FEET NORTHEAST OF NORTHEAST CORNER OF SHED, 44.0 FEET
 DF8804'WEST OF TRUNK HIGHWAY 46, 4.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8805 ***********************************************************************
 DF8805  DESIGNATION -  3109 Z
 DF8805  PID         -  DF8805
 DF8805  STATE/COUNTY-  MN/ITASCA
 DF8805  COUNTRY     -  US
 DF8805  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8805
 DF8805                         *CURRENT SURVEY CONTROL
 DF8805  ______________________________________________________________________
 DF8805* NAD 83(2007) POSITION- 47 46 50.55857(N) 094 16 12.95115(W)   ADJUSTED  
 DF8805* NAD 83(2007) ELLIP HT-   397.893 (meters)        (02/10/07)   ADJUSTED
 DF8805* NAD 83(2007) EPOCH   -  2002.00
 DF8805* NAVD 88 ORTHO HEIGHT -   426.343  (meters)    1398.76  (feet) ADJUSTED  
 DF8805  ______________________________________________________________________
 DF8805  NAD 83(2007) X  -   -319,741.827 (meters)                     COMP
 DF8805  NAD 83(2007) Y  - -4,282,152.824 (meters)                     COMP
 DF8805  NAD 83(2007) Z  -  4,700,821.370 (meters)                     COMP
 DF8805  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC09
 DF8805  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 DF8805  DYNAMIC HEIGHT  -        426.403 (meters)     1398.96  (feet) COMP
 DF8805  MODELED GRAVITY -    980,739.1   (mgal)                       NAVD 88
 DF8805
 DF8805  VERT ORDER      -  SECOND    CLASS I
 DF8805
 DF8805  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8805  Type                                         Horiz  Ellip  Dist(km)
 DF8805  -------------------------------------------------------------------
 DF8805  NETWORK                                       0.92   0.67
 DF8805  -------------------------------------------------------------------
 DF8805  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.86   0.49      2.44
 DF8805  -------------------------------------------------------------------
 DF8805  NOTE: Click here for information on individual local accuracy
 DF8805  values and other accuracy information.
 DF8805
 DF8805
 DF8805.The horizontal coordinates were established by GPS observations
 DF8805.and adjusted by the National Geodetic Survey in February 2007.
 DF8805
 DF8805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8805.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8805
 DF8805.The horizontal coordinates are valid at the epoch date displayed above
 DF8805.which is a decimal equivalence of Year/Month/Day.
 DF8805
 DF8805.The orthometric height was determined by differential leveling and
 DF8805.adjusted in September 2006.
 DF8805
 DF8805.Photographs are available for this station.
 DF8805
 DF8805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8805
 DF8805.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8805
 DF8805.The ellipsoidal height was determined by GPS observations
 DF8805.and is referenced to NAD 83.
 DF8805
 DF8805.The dynamic height is computed by dividing the NAVD 88
 DF8805.geopotential number by the normal gravity value computed on the
 DF8805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8805.degrees latitude (g = 980.6199 gals.).
 DF8805
 DF8805.The modeled gravity was interpolated from observed gravity values.
 DF8805
 DF8805. The following values were computed from the NAD 83(2007) position.
 DF8805
 DF8805;                    North         East     Units Scale Factor Converg.
 DF8805;SPC MN N     -   243,044.458   712,310.998   MT  0.99990327   -0 52 02.7
 DF8805;SPC MN N     -   797,388.36  2,336,973.67   sFT  0.99990327   -0 52 02.7
 DF8805;UTM  15      - 5,292,708.836   404,843.883   MT  0.99971127   -0 56 26.9
 DF8805
 DF8805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8805!SPC MN N     -   0.99993764  x   0.99990327  =   0.99984092
 DF8805!UTM  15      -   0.99993764  x   0.99971127  =   0.99964893
 DF8805
 DF8805:                Primary Azimuth Mark                     Grid Az
 DF8805:SPC MN N     -  3109 AA                                  010 59 55.5
 DF8805:UTM  15      -  3109 AA                                  011 04 19.7
 DF8805
 DF8805|---------------------------------------------------------------------|
 DF8805| PID    Reference Object                     Distance      Geod. Az  |
 DF8805|                                                           dddmmss.s |
 DF8805| DF8785 3109 AA                             APPROX. 1.6 KM 0100752.8 |
 DF8805| DF8804 3109 Y                              APPROX. 1.2 KM 1695747.5 |
 DF8805|---------------------------------------------------------------------|
 DF8805
 DF8805                          SUPERSEDED SURVEY CONTROL
 DF8805
 DF8805  NAD 83(1996)-  47 46 50.55843(N)    094 16 12.95091(W) AD(       ) 1
 DF8805  ELLIP H (10/23/03)  397.899  (m)                       GP(       ) 4 1
 DF8805  NAVD 88 (06/13/11)  426.34   (m)         1398.8    (f) LEVELING    3  
 DF8805  NAVD 88 (10/23/03)  426.34   (m)         1398.8    (f) LEVELING    3  
 DF8805
 DF8805.Superseded values are not recommended for survey control.
 DF8805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8805.See file dsdata.txt to determine how the superseded data were derived.
 DF8805
 DF8805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN0484392708(NAD 83)
 DF8805
 DF8805_MARKER: DD = SURVEY DISK
 DF8805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8805_STAMPING: 3109 Z 2001
 DF8805_MARK LOGO: MNDT  
 DF8805_PROJECTION: FLUSH
 DF8805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8805+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DF8805_ROD/PIPE-DEPTH:  3.0 meters
 DF8805
 DF8805  HISTORY     - Date     Condition        Report By
 DF8805  HISTORY     - 20010911 MONUMENTED       MNDT
 DF8805  HISTORY     - 20090806 GOOD             MNDT
 DF8805
 DF8805                          STATION DESCRIPTION
 DF8805
 DF8805'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8805'THE MARK IS 3.5 MI (5.6 KM) NORTH OF ALVWOOD, 3.55 MI (5.71 KM) NORTH
 DF8805'ALONG TH 46 FROM JCT OF TH 46 AND CO RD 13 IN ALVWOOD, AT TH 46 MP
 DF8805'39.85, 146.5 FT (44.7 M) WEST OF TH 46, 31.1 FT (9.5 M) WSW OF P-POLE,
 DF8805'24.5 FT (7.5 M) SOUTH OF TWP RD 6, 3.1 FT (0.9 M) WEST OF WIT POST,
 DF8805'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 10 FT.
 DF8805
 DF8805                          STATION RECOVERY (2009)
 DF8805
 DF8805'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF8805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8805'THE MARK IS 3.5 MILES NORTH OF ALVWOOD, 3.65 MILES NORTH ALONG TRUNK
 DF8805'HIGHWAY 46 FROM JUNCTION OF TRUNK HIGHWAY 46 AND COUNTY ROAD 13 IN
 DF8805'ALVWOOD, AT TRUNK HIGHWAY 46 MILEPOINT 39.85, 146.5 FEET WEST OF TRUNK
 DF8805'HIGHWAY 46, 31.1 FEET WEST-SOUTHWEST OF POWER POLE, 24.5 FEET SOUTH OF
 DF8805'TOWNSHIP ROAD 6 (EASTBROOKS ROAD), 3.1 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0155 ***********************************************************************
 RO0155  DESIGNATION -  311/2 BOLT
 RO0155  PID         -  RO0155
 RO0155  STATE/COUNTY-  MN/CROW WING
 RO0155  COUNTRY     -  US
 RO0155  USGS QUAD   -  BAXTER (1994)
 RO0155
 RO0155                         *CURRENT SURVEY CONTROL
 RO0155  ______________________________________________________________________
 RO0155* NAD 83(1986) POSITION- 46 18 13.     (N) 094 17 58.     (W)   SCALED    
 RO0155* NAVD 88 ORTHO HEIGHT -   358.70   (+/-2cm)    1176.8   (feet) VERTCON   
 RO0155  ______________________________________________________________________
 RO0155  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 RO0155  VERT ORDER      -  ? (See Below)
 RO0155
 RO0155.The horizontal coordinates were scaled from a topographic map and have
 RO0155.an estimated accuracy of +/- 6 seconds.
 RO0155.
 RO0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0155
 RO0155.The vertical order pertains to the NGVD 29 superseded value.
 RO0155
 RO0155;                    North         East    Units  Estimated Accuracy
 RO0155;SPC MN C     -   244,890.      796,190.      MT  (+/- 180 meters Scaled)
 RO0155
 RO0155                          SUPERSEDED SURVEY CONTROL
 RO0155
 RO0155  NGVD 29 (??/??/92)  358.516  (m)         1176.23   (f) ADJ UNCH       
 RO0155
 RO0155.Superseded values are not recommended for survey control.
 RO0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0155.See file dsdata.txt to determine how the superseded data were derived.
 RO0155
 RO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM999286(NAD 83)
 RO0155
 RO0155_MARKER: B = BOLT
 RO0155_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0155_SP_SET: TILE
 RO0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0155
 RO0155  HISTORY     - Date     Condition        Report By
 RO0155  HISTORY     - UNK      MONUMENTED       MRC
 RO0155  HISTORY     - 1934     GOOD             CGS
 RO0155
 RO0155                          STATION DESCRIPTION
 RO0155
 RO0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0155'2.25 MI W FROM BARROWS.
 RO0155'2-1/4 MILES WEST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RO0155'BARROWS, 1-3/4 MILES NORTH (AIR LINE) OF CROW WING, IN SEC. 7, T 44 N,
 RO0155'R 31 W, ON THE LEFT BANK OF THE MISSISSIPPI RIVER, 1/4 MILE DOWNSTREAM
 RO0155'FROM A CULTIVATED CLEARING, ON A HALFMOON-SHAPED RIDGE WEST OF LOW
 RO0155'GROUND, 100 FEET DOWNSTREAM FROM A DEAD SNAG ON THE SLOPE OF THE BANK,
 RO0155'60 FEET BACK FROM THE WATERS EDGE, AND 18 FEET SOUTH OF A 20-INCH
 RO0155'BLAZED JACK PINE.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 3
 RO0155'FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 RO0155'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING
 RO0155'ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0154 ***********************************************************************
 RO0154  DESIGNATION -  311/2 CAP
 RO0154  PID         -  RO0154
 RO0154  STATE/COUNTY-  MN/CROW WING
 RO0154  COUNTRY     -  US
 RO0154  USGS QUAD   -  BAXTER (1994)
 RO0154
 RO0154                         *CURRENT SURVEY CONTROL
 RO0154  ______________________________________________________________________
 RO0154* NAD 83(1986) POSITION- 46 18 13.     (N) 094 17 58.     (W)   SCALED    
 RO0154* NAVD 88 ORTHO HEIGHT -   359.91   (+/-2cm)    1180.8   (feet) VERTCON   
 RO0154  ______________________________________________________________________
 RO0154  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 RO0154  VERT ORDER      -  ? (See Below)
 RO0154
 RO0154.The horizontal coordinates were scaled from a topographic map and have
 RO0154.an estimated accuracy of +/- 6 seconds.
 RO0154.
 RO0154.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0154
 RO0154.The vertical order pertains to the NGVD 29 superseded value.
 RO0154
 RO0154;                    North         East    Units  Estimated Accuracy
 RO0154;SPC MN C     -   244,890.      796,190.      MT  (+/- 180 meters Scaled)
 RO0154
 RO0154                          SUPERSEDED SURVEY CONTROL
 RO0154
 RO0154  NGVD 29 (??/??/92)  359.726  (m)         1180.20   (f) ADJ UNCH       
 RO0154
 RO0154.Superseded values are not recommended for survey control.
 RO0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0154.See file dsdata.txt to determine how the superseded data were derived.
 RO0154
 RO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM999286(NAD 83)
 RO0154
 RO0154_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0154_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0154
 RO0154  HISTORY     - Date     Condition        Report By
 RO0154  HISTORY     - UNK      MONUMENTED       MRC
 RO0154  HISTORY     - 1934     GOOD             CGS
 RO0154
 RO0154                          STATION DESCRIPTION
 RO0154
 RO0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0154'2.25 MI W FROM BARROWS.
 RO0154'2-1/4 MILES WEST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RO0154'BARROWS, 1-3/4 MILES NORTH (AIR LINE) OF CROW WING, IN SEC. 7, T 44 N,
 RO0154'R 31 W, ON THE LEFT BANK OF THE MISSISSIPPI RIVER, 1/4 MILE DOWNSTREAM
 RO0154'FROM A CULTIVATED CLEARING, ON A HALFMOON-SHAPED RIDGE WEST OF LOW
 RO0154'GROUND, 100 FEET DOWNSTREAM FROM A DEAD SNAG ON THE SLOPE OF THE BANK,
 RO0154'60 FEET BACK FROM THE WATERS EDGE, AND 18 FEET SOUTH OF A 20-INCH
 RO0154'BLAZED JACK PINE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0154'COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5801 ***********************************************************************
 DG5801  DESIGNATION -  3110 A
 DG5801  PID         -  DG5801
 DG5801  STATE/COUNTY-  MN/ITASCA
 DG5801  COUNTRY     -  US
 DG5801  USGS QUAD   -  SWAN RIVER (1970)
 DG5801
 DG5801                         *CURRENT SURVEY CONTROL
 DG5801  ______________________________________________________________________
 DG5801* NAD 83(1986) POSITION- 47 02 03.5    (N) 093 14 30.2    (W)   HD_HELD2  
 DG5801* NAVD 88 ORTHO HEIGHT -   386.682  (meters)    1268.64  (feet) ADJUSTED  
 DG5801  ______________________________________________________________________
 DG5801  GEOID HEIGHT    -        -29.18  (meters)                     GEOID09
 DG5801  DYNAMIC HEIGHT  -        386.708 (meters)     1268.72  (feet) COMP
 DG5801  MODELED GRAVITY -    980,669.7   (mgal)                       NAVD 88
 DG5801
 DG5801  VERT ORDER      -  SECOND    CLASS I
 DG5801
 DG5801.The horizontal coordinates were established by autonomous hand held GPS
 DG5801.observations and have an estimated accuracy of +/- 10 meters.
 DG5801.
 DG5801.The orthometric height was determined by differential leveling and
 DG5801.adjusted in December 2004.
 DG5801
 DG5801.Photographs are available for this station.
 DG5801
 DG5801.The dynamic height is computed by dividing the NAVD 88
 DG5801.geopotential number by the normal gravity value computed on the
 DG5801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5801.degrees latitude (g = 980.6199 gals.).
 DG5801
 DG5801.The modeled gravity was interpolated from observed gravity values.
 DG5801
 DG5801;                    North         East    Units  Estimated Accuracy
 DG5801;SPC MN N     -   159,411.      789,228.      MT  (+/- 10 meters HH2 GPS)
 DG5801
 DG5801                          SUPERSEDED SURVEY CONTROL
 DG5801
 DG5801.No superseded survey control is available for this station.
 DG5801
 DG5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8163409004(NAD 83)
 DG5801
 DG5801_MARKER: DD = SURVEY DISK
 DG5801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5801_STAMPING: 3110 A 2000
 DG5801_MARK LOGO: MNDT  
 DG5801_PROJECTION: FLUSH
 DG5801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5801+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DG5801_ROD/PIPE-DEPTH:  6.1 meters
 DG5801
 DG5801  HISTORY     - Date     Condition        Report By
 DG5801  HISTORY     - 2000     MONUMENTED       MNDT
 DG5801  HISTORY     - 20080507 GOOD             MNDT
 DG5801
 DG5801                          STATION DESCRIPTION
 DG5801
 DG5801'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5801'THE MARK IS 4.0 MI (6.4 KM) SOUTH OF SWAN RIVER, 4.25 MI (6.84 KM)
 DG5801'SOUTH ALONG TH 65 FROM THE JCT OF TH 65 AND TH 2 IN SWAN RIVER, AT TH
 DG5801'65 MP 149.45, 46.0 FT (14.0 M) SE TH 65, 31.0 FT (9.4 M) SW OF ENT,
 DG5801'2.4 FT (0.7 M) NW OF WIT POST, MAGNETIC, FLUSH, AND NOT SUITABLE FOR
 DG5801'GPS.
 DG5801
 DG5801                          STATION RECOVERY (2008)
 DG5801
 DG5801'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GTC)
 DG5801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5803 ***********************************************************************
 DG5803  DESIGNATION -  3110 B
 DG5803  PID         -  DG5803
 DG5803  STATE/COUNTY-  MN/ITASCA
 DG5803  COUNTRY     -  US
 DG5803  USGS QUAD   -  SWAN RIVER (1970)
 DG5803
 DG5803                         *CURRENT SURVEY CONTROL
 DG5803  ______________________________________________________________________
 DG5803* NAD 83(1986) POSITION- 47 03 03.8    (N) 093 13 43.9    (W)   HD_HELD2  
 DG5803* NAVD 88 ORTHO HEIGHT -   385.147  (meters)    1263.60  (feet) ADJUSTED  
 DG5803  ______________________________________________________________________
 DG5803  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DG5803  DYNAMIC HEIGHT  -        385.174 (meters)     1263.69  (feet) COMP
 DG5803  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 DG5803
 DG5803  VERT ORDER      -  SECOND    CLASS I
 DG5803
 DG5803.The horizontal coordinates were established by autonomous hand held GPS
 DG5803.observations and have an estimated accuracy of +/- 10 meters.
 DG5803.
 DG5803.The orthometric height was determined by differential leveling and
 DG5803.adjusted in December 2004.
 DG5803
 DG5803.Photographs are available for this station.
 DG5803
 DG5803.The dynamic height is computed by dividing the NAVD 88
 DG5803.geopotential number by the normal gravity value computed on the
 DG5803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5803.degrees latitude (g = 980.6199 gals.).
 DG5803
 DG5803.The modeled gravity was interpolated from observed gravity values.
 DG5803
 DG5803;                    North         East    Units  Estimated Accuracy
 DG5803;SPC MN N     -   161,272.      790,209.      MT  (+/- 10 meters HH2 GPS)
 DG5803
 DG5803                          SUPERSEDED SURVEY CONTROL
 DG5803
 DG5803.No superseded survey control is available for this station.
 DG5803
 DG5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8261710863(NAD 83)
 DG5803
 DG5803_MARKER: DB = BENCH MARK DISK
 DG5803_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5803_SP_SET: BRIDGE ABUTMENT
 DG5803_STAMPING: 3110 B 2000
 DG5803_MARK LOGO: MNDT  
 DG5803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5803+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 DG5803
 DG5803  HISTORY     - Date     Condition        Report By
 DG5803  HISTORY     - 1950     MONUMENTED       MNDT
 DG5803  HISTORY     - 20010620 GOOD             MNDT
 DG5803
 DG5803                          STATION DESCRIPTION
 DG5803
 DG5803'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG5803'THE MARK IS 3.0 MI (4.8 KM) SOUTH OF SWAN RIVER, IN ABUT AT SE COR OF
 DG5803'BRIDGE NO 6736 OVER SWAN RIVER, 2.95 MI (4.75 KM) SOUTH ALONG TH 65
 DG5803'FROM THE JCT OF TH 65 AND TH 2 IN SWAN RIVER, AT TH 65 MP 150.75, 18.5
 DG5803'FT (5.6 M) SE TH 65, FLUSH, NOT MAGNETIC, AND NOT SUITABLE FOR GPS.
 DG5803'DISK SET IN BRIDGE WHEN BUILT IN 1950 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5805 ***********************************************************************
 DG5805  DESIGNATION -  3110 BA
 DG5805  PID         -  DG5805
 DG5805  STATE/COUNTY-  MN/ITASCA
 DG5805  COUNTRY     -  US
 DG5805  USGS QUAD   -  SWAN RIVER (1970)
 DG5805
 DG5805                         *CURRENT SURVEY CONTROL
 DG5805  ______________________________________________________________________
 DG5805* NAD 83(1986) POSITION- 47 03 15.1    (N) 093 13 59.4    (W)   HD_HELD2  
 DG5805* NAVD 88 ORTHO HEIGHT -   384.252  (meters)    1260.67  (feet) ADJUSTED  
 DG5805  ______________________________________________________________________
 DG5805  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DG5805  DYNAMIC HEIGHT  -        384.278 (meters)     1260.75  (feet) COMP
 DG5805  MODELED GRAVITY -    980,671.0   (mgal)                       NAVD 88
 DG5805
 DG5805  VERT ORDER      -  SECOND    CLASS I
 DG5805
 DG5805.The horizontal coordinates were established by autonomous hand held GPS
 DG5805.observations and have an estimated accuracy of +/- 10 meters.
 DG5805.
 DG5805.The orthometric height was determined by differential leveling and
 DG5805.adjusted in December 2004.
 DG5805
 DG5805.No vertical observational check was made to the station.
 DG5805
 DG5805.Photographs are available for this station.
 DG5805
 DG5805.The dynamic height is computed by dividing the NAVD 88
 DG5805.geopotential number by the normal gravity value computed on the
 DG5805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5805.degrees latitude (g = 980.6199 gals.).
 DG5805
 DG5805.The modeled gravity was interpolated from observed gravity values.
 DG5805
 DG5805;                    North         East    Units  Estimated Accuracy
 DG5805;SPC MN N     -   161,621.      789,882.      MT  (+/- 10 meters HH2 GPS)
 DG5805
 DG5805                          SUPERSEDED SURVEY CONTROL
 DG5805
 DG5805.No superseded survey control is available for this station.
 DG5805
 DG5805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8229111212(NAD 83)
 DG5805
 DG5805_MARKER: DV = VERTICAL CONTROL DISK
 DG5805_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5805_SP_SET: BRIDGE ABUTMENT
 DG5805_STAMPING: 3110 BA 2001
 DG5805_MARK LOGO: MNDT  
 DG5805_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5805+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DG5805
 DG5805  HISTORY     - Date     Condition        Report By
 DG5805  HISTORY     - 20010401 MONUMENTED       MNDT
 DG5805  HISTORY     - 20010620 GOOD             MNDT
 DG5805  HISTORY     - 20080507 GOOD             MNDT
 DG5805
 DG5805                          STATION DESCRIPTION
 DG5805
 DG5805'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DG5805'THE MARK IS AN ITASCA COUNTY 2.5 INCH VCM DISK, 3 MI (4.8 KM) SW OF
 DG5805'SWAN RIVER, IN THE SE COR OF CO RD 431 BRDG OVER SWAN RIVER , 2.75 MI
 DG5805'(4.43 KM) SW ALONG TH 65 FROM JCT TH 65 AND TH 2 IN SWAN RIVER, THENCE
 DG5805'AT TH 65 MP 151.00, 35 MI (56.3 KM) WEST ON CO RD 431, 16.5 FT (5.0 M)
 DG5805'SOUTH OF CO RD 431, FLUSH, AND NOT SUITABLE FOR GPS.  BRIDGE WAS BUILT
 DG5805'IN 1923, THE YEAR THE DISK WAS SET IS UNKNOWN THEN STAMPED IN 2001.
 DG5805
 DG5805                          STATION RECOVERY (2008)
 DG5805
 DG5805'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GTC)
 DG5805'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF SWAN RIVER.
 DG5805' 
 DG5805'TO REACH THE MARK GO 2.75 MI (4.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 65
 DG5805'FROM THE JUNCTION TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 2 IN SWAN RIVER,
 DG5805'TO TRUNK HIGHWAY 65 MILE POINT 151.0.
 DG5805' 
 DG5805'IT IS 0.35 MI (0.6 KM) WEST ON COUNTY ROAD 431, 16.5 FT (5.0 M) SOUTH
 DG5805'OF COUNTY ROAD 431, IN SOUTHEAST CORNER OF COUNTY ROAD 431 BRIDGE OVER
 DG5805'SWAN RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5806 ***********************************************************************
 DG5806  DESIGNATION -  3110 C
 DG5806  PID         -  DG5806
 DG5806  STATE/COUNTY-  MN/ITASCA
 DG5806  COUNTRY     -  US
 DG5806  USGS QUAD   -  SWAN RIVER (1970)
 DG5806
 DG5806                         *CURRENT SURVEY CONTROL
 DG5806  ______________________________________________________________________
 DG5806* NAD 83(1986) POSITION- 47 03 40.7    (N) 093 13 08.3    (W)   HD_HELD2  
 DG5806* NAVD 88 ORTHO HEIGHT -   388.599  (meters)    1274.93  (feet) ADJUSTED  
 DG5806  ______________________________________________________________________
 DG5806  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 DG5806  DYNAMIC HEIGHT  -        388.626 (meters)     1275.02  (feet) COMP
 DG5806  MODELED GRAVITY -    980,671.2   (mgal)                       NAVD 88
 DG5806
 DG5806  VERT ORDER      -  SECOND    CLASS I
 DG5806
 DG5806.The horizontal coordinates were established by autonomous hand held GPS
 DG5806.observations and have an estimated accuracy of +/- 10 meters.
 DG5806.
 DG5806.The orthometric height was determined by differential leveling and
 DG5806.adjusted in December 2004.
 DG5806
 DG5806.Photographs are available for this station.
 DG5806
 DG5806.The dynamic height is computed by dividing the NAVD 88
 DG5806.geopotential number by the normal gravity value computed on the
 DG5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5806.degrees latitude (g = 980.6199 gals.).
 DG5806
 DG5806.The modeled gravity was interpolated from observed gravity values.
 DG5806
 DG5806;                    North         East    Units  Estimated Accuracy
 DG5806;SPC MN N     -   162,410.      790,962.      MT  (+/- 10 meters HH2 GPS)
 DG5806
 DG5806                          SUPERSEDED SURVEY CONTROL
 DG5806
 DG5806.No superseded survey control is available for this station.
 DG5806
 DG5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8337112000(NAD 83)
 DG5806
 DG5806_MARKER: DD = SURVEY DISK
 DG5806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5806_STAMPING: 3110 C 2000
 DG5806_MARK LOGO: MNDT  
 DG5806_PROJECTION: FLUSH
 DG5806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5806+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DG5806_ROD/PIPE-DEPTH:  7.6 meters
 DG5806
 DG5806  HISTORY     - Date     Condition        Report By
 DG5806  HISTORY     - 2000     MONUMENTED       MNDT
 DG5806  HISTORY     - 20080507 GOOD             MNDT
 DG5806
 DG5806                          STATION DESCRIPTION
 DG5806
 DG5806'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DG5806'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF SWAN RIVER, 2.05 MI (3.30 KM)
 DG5806'SOUTH ALONG TH 65 FROM THE JCT OF TH 65 AND TH 2 IN SWAN RIVER, AT TH
 DG5806'65 MP 151.65, 79.0 FT (24.1 M) SE TH 65, 9.0 FT (2.7 M) NE OF ENT, 4.0
 DG5806'FT (1.2 M) NW OF GATE POST, 1.7 FT (0.5 M) NW OF WIT POST, FLUSH,
 DG5806'MAGNETIC, AND NOT SUITABLE FOR GPS.
 DG5806
 DG5806                          STATION RECOVERY (2008)
 DG5806
 DG5806'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (GTC)
 DG5806'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4798 ***********************************************************************
 DN4798  DESIGNATION -  3110 D RESET
 DN4798  PID         -  DN4798
 DN4798  STATE/COUNTY-  MN/ITASCA
 DN4798  COUNTRY     -  US
 DN4798  USGS QUAD   -  SWAN RIVER (1970)
 DN4798
 DN4798                         *CURRENT SURVEY CONTROL
 DN4798  ______________________________________________________________________
 DN4798* NAD 83(1986) POSITION- 47 04 25.2    (N) 093 12 27.3    (W)   HD_HELD2  
 DN4798* NAVD 88 ORTHO HEIGHT -   391.379  (meters)    1284.05  (feet) ADJUSTED  
 DN4798  ______________________________________________________________________
 DN4798  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DN4798  DYNAMIC HEIGHT  -        391.406 (meters)     1284.14  (feet) COMP
 DN4798  MODELED GRAVITY -    980,671.6   (mgal)                       NAVD 88
 DN4798
 DN4798  VERT ORDER      -  SECOND    CLASS I
 DN4798
 DN4798.The horizontal coordinates were established by autonomous hand held GPS
 DN4798.observations and have an estimated accuracy of +/- 10 meters.
 DN4798.
 DN4798.The orthometric height was determined by differential leveling and
 DN4798.adjusted in June 2012.
 DN4798
 DN4798.The dynamic height is computed by dividing the NAVD 88
 DN4798.geopotential number by the normal gravity value computed on the
 DN4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4798.degrees latitude (g = 980.6199 gals.).
 DN4798
 DN4798.The modeled gravity was interpolated from observed gravity values.
 DN4798
 DN4798;                    North         East    Units  Estimated Accuracy
 DN4798;SPC MN N     -   163,783.      791,829.      MT  (+/- 10 meters HH2 GPS)
 DN4798
 DN4798                          SUPERSEDED SURVEY CONTROL
 DN4798
 DN4798.No superseded survey control is available for this station.
 DN4798
 DN4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8424013371(NAD 83)
 DN4798
 DN4798_MARKER: I = METAL ROD
 DN4798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4798_STAMPING: 3110 D RESET 2009
 DN4798_MARK LOGO: MNDT  
 DN4798_PROJECTION: FLUSH
 DN4798_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4798+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DN4798_ROD/PIPE-DEPTH: 10.7 meters
 DN4798
 DN4798  HISTORY     - Date     Condition        Report By
 DN4798  HISTORY     - 20091029 MONUMENTED       MNDT
 DN4798
 DN4798                          STATION DESCRIPTION
 DN4798
 DN4798'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4798'THE MARK IS 1.0 MI (1.6 KM) SOUTH OF SWAN RIVER.
 DN4798' 
 DN4798'TO REACH THE MARK GO 1.05 MI (1.7 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DN4798'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 2 IN SWAN
 DN4798'RIVER, AT TRUNK HIGHWAY 65 MILE POINT 152.65.
 DN4798' 
 DN4798'IT IS 56.0 FT (17.1 M) NORTHWEST OF TRUNK HIGHWAY 65, 11.0 FT (3.4 M)
 DN4798'SOUTHWEST OF ENTRANCE, 3.7 FT (1.1 M) SOUTHEAST OF GATE POST, 1.4 FT
 DN4798'(0.4 M) NORTHEAST OF A WITNESS POST.
 DN4798' 
 DN4798'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4798'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4798'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4798'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4799 ***********************************************************************
 DN4799  DESIGNATION -  3110 E
 DN4799  PID         -  DN4799
 DN4799  STATE/COUNTY-  MN/ITASCA
 DN4799  COUNTRY     -  US
 DN4799  USGS QUAD   -  SWAN RIVER (1970)
 DN4799
 DN4799                         *CURRENT SURVEY CONTROL
 DN4799  ______________________________________________________________________
 DN4799* NAD 83(1986) POSITION- 47 03 04.3    (N) 093 13 44.3    (W)   HD_HELD2  
 DN4799* NAVD 88 ORTHO HEIGHT -   385.338  (meters)    1264.23  (feet) ADJUSTED  
 DN4799  ______________________________________________________________________
 DN4799  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DN4799  DYNAMIC HEIGHT  -        385.365 (meters)     1264.32  (feet) COMP
 DN4799  MODELED GRAVITY -    980,670.7   (mgal)                       NAVD 88
 DN4799
 DN4799  VERT ORDER      -  SECOND    CLASS I
 DN4799
 DN4799.The horizontal coordinates were established by autonomous hand held GPS
 DN4799.observations and have an estimated accuracy of +/- 10 meters.
 DN4799.
 DN4799.The orthometric height was determined by differential leveling and
 DN4799.adjusted in June 2012.
 DN4799
 DN4799.The dynamic height is computed by dividing the NAVD 88
 DN4799.geopotential number by the normal gravity value computed on the
 DN4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4799.degrees latitude (g = 980.6199 gals.).
 DN4799
 DN4799.The modeled gravity was interpolated from observed gravity values.
 DN4799
 DN4799;                    North         East    Units  Estimated Accuracy
 DN4799;SPC MN N     -   161,287.      790,200.      MT  (+/- 10 meters HH2 GPS)
 DN4799
 DN4799                          SUPERSEDED SURVEY CONTROL
 DN4799
 DN4799.No superseded survey control is available for this station.
 DN4799
 DN4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8260810878(NAD 83)
 DN4799
 DN4799_MARKER: DD = SURVEY DISK
 DN4799_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4799_SP_SET: BRIDGE ABUTMENT
 DN4799_STAMPING: 3110 E 2009
 DN4799_MARK LOGO: MNDT  
 DN4799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4799+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2009
 DN4799
 DN4799  HISTORY     - Date     Condition        Report By
 DN4799  HISTORY     - 20091029 MONUMENTED       MNDT
 DN4799
 DN4799                          STATION DESCRIPTION
 DN4799
 DN4799'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4799'THE MARK IS 2.9 MI (4.7 KM) SOUTH OF SWAN RIVER, IN BRIDGE ABUTMENT IN
 DN4799'SOUTHEAST CORNER OF TRUNK HIGHWAY 65 OVER SWAN RIVER.
 DN4799' 
 DN4799'TO REACH THE MARK GO 2.9 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 65
 DN4799'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 2 IN SWAN
 DN4799'RIVER, AT TRUNK HIGHWAY 65 MILE POINT 150.8.
 DN4799' 
 DN4799'IT IS 23.2 FT (7.1 M) EAST OF TRUNK HIGHWAY 65, 10.5 FT (3.2 M)
 DN4799'NORTHWEST OF SOUTHEAST END OF RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1944 ***********************************************************************
 SJ1944  DESIGNATION -  3111 A
 SJ1944  PID         -  SJ1944
 SJ1944  STATE/COUNTY-  MN/ITASCA
 SJ1944  COUNTRY     -  US
 SJ1944  USGS QUAD   -  PENGILLY (1969)
 SJ1944
 SJ1944                         *CURRENT SURVEY CONTROL
 SJ1944  ______________________________________________________________________
 SJ1944* NAD 83(1986) POSITION- 47 20 17.4    (N) 093 12 07.6    (W)   HD_HELD2  
 SJ1944* NAVD 88 ORTHO HEIGHT -   428.656  (meters)    1406.35  (feet) ADJUSTED  
 SJ1944  ______________________________________________________________________
 SJ1944  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 SJ1944  DYNAMIC HEIGHT  -        428.696 (meters)     1406.48  (feet) COMP
 SJ1944  MODELED GRAVITY -    980,691.7   (mgal)                       NAVD 88
 SJ1944
 SJ1944  VERT ORDER      -  SECOND    CLASS I
 SJ1944
 SJ1944.The horizontal coordinates were established by autonomous hand held GPS
 SJ1944.observations and have an estimated accuracy of +/- 10 meters.
 SJ1944.
 SJ1944.The orthometric height was determined by differential leveling and
 SJ1944.adjusted in July 2011.
 SJ1944
 SJ1944.Photographs are available for this station.
 SJ1944
 SJ1944.The dynamic height is computed by dividing the NAVD 88
 SJ1944.geopotential number by the normal gravity value computed on the
 SJ1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1944.degrees latitude (g = 980.6199 gals.).
 SJ1944
 SJ1944.The modeled gravity was interpolated from observed gravity values.
 SJ1944
 SJ1944;                    North         East    Units  Estimated Accuracy
 SJ1944;SPC MN N     -   193,187.      792,283.      MT  (+/- 10 meters HH2 GPS)
 SJ1944
 SJ1944                          SUPERSEDED SURVEY CONTROL
 SJ1944
 SJ1944  NAVD 88 (06/15/91)  428.655  (m)         1406.35   (f) SUPERSEDED  2 1
 SJ1944
 SJ1944.Superseded values are not recommended for survey control.
 SJ1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1944.See file dsdata.txt to determine how the superseded data were derived.
 SJ1944
 SJ1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8473142764(NAD 83)
 SJ1944
 SJ1944_MARKER: DB = BENCH MARK DISK
 SJ1944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1944_SP_SET: BRIDGE ABUTMENT
 SJ1944_STAMPING: 3111 A 1977
 SJ1944_MARK LOGO: MNHD  
 SJ1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1944+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 SJ1944
 SJ1944  HISTORY     - Date     Condition        Report By
 SJ1944  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1944  HISTORY     - 20041019 GOOD             MNDT
 SJ1944  HISTORY     - 20080429 GOOD             MNDT
 SJ1944  HISTORY     - 20091028 GOOD             MNDT
 SJ1944
 SJ1944                          STATION DESCRIPTION
 SJ1944
 SJ1944'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1944'IN PENGILLY.
 SJ1944'THE MARK IS LOCATED 0.05 MILE SOUTHEAST ALONG TRUNK HIGHWAY 65 FROM
 SJ1944'THE WEST JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 NEAR
 SJ1944'PENGILLY. IT IS 10.0 FT. SOUTHEAST OF AND ONE FT. LOWER THAN THE
 SJ1944'SOUTHEAST RAIL OF THE BURLINGTON NORTHERN TRACK. DISK IS CEMENTED IN
 SJ1944'THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF BRIDGE 9186 OVER TRUNK
 SJ1944'HIGHWAY 65 AT TRUNK HIGHWAY 65 MILEPOINT 172.45.
 SJ1944
 SJ1944                          STATION RECOVERY (2004)
 SJ1944
 SJ1944'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1944'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT PENGILLY,
 SJ1944'0.5 MI (0.8 KM) SOUTHEAST OF WEST JUNCTION OF TRUNK HIGHWAY 65 AND
 SJ1944'TRUNK HIGHWAY 169, IN SOUTHEAST END OF NORTHEAST ABUTMENT OF RAILROAD
 SJ1944'BRIDGE NUMBER 9186 OVER TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 65 MILE
 SJ1944'POINT 172.45, 10 FT (3.0 M) SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD
 SJ1944'TRACKS.
 SJ1944
 SJ1944                          STATION RECOVERY (2008)
 SJ1944
 SJ1944'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 SJ1944'RECOVERED AS DESCRIBED.
 SJ1944
 SJ1944                          STATION RECOVERY (2009)
 SJ1944
 SJ1944'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 SJ1944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1942 ***********************************************************************
 SJ1942  DESIGNATION -  3111 B
 SJ1942  PID         -  SJ1942
 SJ1942  STATE/COUNTY-  MN/ITASCA
 SJ1942  COUNTRY     -  US
 SJ1942  USGS QUAD   -  PENGILLY (1969)
 SJ1942
 SJ1942                         *CURRENT SURVEY CONTROL
 SJ1942  ______________________________________________________________________
 SJ1942* NAD 83(1986) POSITION- 47 19 58.6    (N) 093 11 46.9    (W)   HD_HELD2  
 SJ1942* NAVD 88 ORTHO HEIGHT -   413.887  (meters)    1357.89  (feet) ADJUSTED  
 SJ1942  ______________________________________________________________________
 SJ1942  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 SJ1942  DYNAMIC HEIGHT  -        413.925 (meters)     1358.02  (feet) COMP
 SJ1942  MODELED GRAVITY -    980,692.7   (mgal)                       NAVD 88
 SJ1942
 SJ1942  VERT ORDER      -  SECOND    CLASS I
 SJ1942
 SJ1942.The horizontal coordinates were established by autonomous hand held GPS
 SJ1942.observations and have an estimated accuracy of +/- 10 meters.
 SJ1942.
 SJ1942.The orthometric height was determined by differential leveling and
 SJ1942.adjusted in June 1991.
 SJ1942
 SJ1942.Photographs are available for this station.
 SJ1942
 SJ1942.The dynamic height is computed by dividing the NAVD 88
 SJ1942.geopotential number by the normal gravity value computed on the
 SJ1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1942.degrees latitude (g = 980.6199 gals.).
 SJ1942
 SJ1942.The modeled gravity was interpolated from observed gravity values.
 SJ1942
 SJ1942;                    North         East    Units  Estimated Accuracy
 SJ1942;SPC MN N     -   192,606.      792,717.      MT  (+/- 10 meters HH2 GPS)
 SJ1942
 SJ1942                          SUPERSEDED SURVEY CONTROL
 SJ1942
 SJ1942.No superseded survey control is available for this station.
 SJ1942
 SJ1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8516442182(NAD 83)
 SJ1942
 SJ1942_MARKER: DV = VERTICAL CONTROL DISK
 SJ1942_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1942_SP_SET: BRIDGE ABUTMENT
 SJ1942_STAMPING: 3111 B 1977
 SJ1942_MARK LOGO: MNDT  
 SJ1942_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1942+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 SJ1942
 SJ1942  HISTORY     - Date     Condition        Report By
 SJ1942  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1942  HISTORY     - 20091028 GOOD             MNDT
 SJ1942
 SJ1942                          STATION DESCRIPTION
 SJ1942
 SJ1942'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1942'IN PENGILLY.
 SJ1942'THE MARK IS LOCATED AT PENGILLY, 0.5 MILE SOUTHEAST ALONG TRUNK
 SJ1942'HIGHWAY 65 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 SJ1942'HIGHWAY 169. IT IS 26.6 FT. EAST OF THE CENTER OF TRUNK HIGHWAY 65 AT
 SJ1942'MILEPOINT 172. DISK IS CEMENTED VERTICALLY IN THE WEST FACE OF THE
 SJ1942'EAST ABUTMENT OF BRIDGE 9185, TRUNK HIGHWAY 65 UNDER THE DULUTH,
 SJ1942'MISSABI AND IRON RANGE TRACK, 3 FT. HIGHER THAN THE GROUND AND 2.6 FT.
 SJ1942'LOWER THAN AND DIRECTLY UNDER THE BRIDGE IDENTIFICATION PLATE.
 SJ1942
 SJ1942                          STATION RECOVERY (2009)
 SJ1942
 SJ1942'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 SJ1942'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1943 ***********************************************************************
 SJ1943  DESIGNATION -  3111 C
 SJ1943  PID         -  SJ1943
 SJ1943  STATE/COUNTY-  MN/ITASCA
 SJ1943  COUNTRY     -  US
 SJ1943  USGS QUAD   -  PENGILLY (1969)
 SJ1943
 SJ1943                         *CURRENT SURVEY CONTROL
 SJ1943  ______________________________________________________________________
 SJ1943* NAD 83(1986) POSITION- 47 19 32.     (N) 093 11 50.     (W)   SCALED    
 SJ1943* NAVD 88 ORTHO HEIGHT -   410.123  (meters)    1345.55  (feet) ADJUSTED  
 SJ1943  ______________________________________________________________________
 SJ1943  GEOID HEIGHT    -        -29.59  (meters)                     GEOID09
 SJ1943  DYNAMIC HEIGHT  -        410.161 (meters)     1345.67  (feet) COMP
 SJ1943  MODELED GRAVITY -    980,694.4   (mgal)                       NAVD 88
 SJ1943
 SJ1943  VERT ORDER      -  SECOND    CLASS I
 SJ1943
 SJ1943.The horizontal coordinates were scaled from a topographic map and have
 SJ1943.an estimated accuracy of +/- 6 seconds.
 SJ1943.
 SJ1943.The orthometric height was determined by differential leveling and
 SJ1943.adjusted in June 1991.
 SJ1943
 SJ1943.Photographs are available for this station.
 SJ1943
 SJ1943.The dynamic height is computed by dividing the NAVD 88
 SJ1943.geopotential number by the normal gravity value computed on the
 SJ1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1943.degrees latitude (g = 980.6199 gals.).
 SJ1943
 SJ1943.The modeled gravity was interpolated from observed gravity values.
 SJ1943
 SJ1943;                    North         East    Units  Estimated Accuracy
 SJ1943;SPC MN N     -   191,790.      792,650.      MT  (+/- 180 meters Scaled)
 SJ1943
 SJ1943                          SUPERSEDED SURVEY CONTROL
 SJ1943
 SJ1943.No superseded survey control is available for this station.
 SJ1943
 SJ1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN850413(NAD 83)
 SJ1943
 SJ1943_MARKER: DB = BENCH MARK DISK
 SJ1943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SJ1943_SP_SET: BOX CULVERT
 SJ1943_STAMPING: 3111 C 1977
 SJ1943_MARK LOGO: MNDT  
 SJ1943_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1943+STABILITY: SURFACE MOTION
 SJ1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1943+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 SJ1943
 SJ1943  HISTORY     - Date     Condition        Report By
 SJ1943  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1943  HISTORY     - 20091028 GOOD             MNDT
 SJ1943
 SJ1943                          STATION DESCRIPTION
 SJ1943
 SJ1943'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1943'0.9 MI SOUTH FROM PENGILLY.
 SJ1943'THE MARK IS LOCATED 0.9 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM THE
 SJ1943'WEST JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 NEAR PENGILLY
 SJ1943'AND 0.4 MILE SOUTH OF THE DM AND IR RAILROAD BRIDGE OVER TRUNK
 SJ1943'HIGHWAY 65. IT IS 23.0 FT. EAST OF, AND 2 FT. LOWER THAN THE CENTER
 SJ1943'OF TRUNK HIGHWAY 65 AT MILEPOINT 171.5. DISK IS CEMENTED IN THE
 SJ1943'SOUTHEAST CORNER HEADWALL OF A 25 BY 10 FT. DEEP DOUBLE BOX CULVERT
 SJ1943'UNDER TRUNK HIGHWAY 65 AT OXHIDE CREEK.
 SJ1943
 SJ1943                          STATION RECOVERY (2009)
 SJ1943
 SJ1943'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 SJ1943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4794 ***********************************************************************
 DN4794  DESIGNATION -  3111 D
 DN4794  PID         -  DN4794
 DN4794  STATE/COUNTY-  MN/ITASCA
 DN4794  COUNTRY     -  US
 DN4794  USGS QUAD   -  PENGILLY (1969)
 DN4794
 DN4794                         *CURRENT SURVEY CONTROL
 DN4794  ______________________________________________________________________
 DN4794* NAD 83(1986) POSITION- 47 19 58.6    (N) 093 11 46.6    (W)   HD_HELD2  
 DN4794* NAVD 88 ORTHO HEIGHT -   419.882  (meters)    1377.56  (feet) ADJUSTED  
 DN4794  ______________________________________________________________________
 DN4794  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 DN4794  DYNAMIC HEIGHT  -        419.921 (meters)     1377.69  (feet) COMP
 DN4794  MODELED GRAVITY -    980,692.8   (mgal)                       NAVD 88
 DN4794
 DN4794  VERT ORDER      -  SECOND    CLASS I
 DN4794
 DN4794.The horizontal coordinates were established by autonomous hand held GPS
 DN4794.observations and have an estimated accuracy of +/- 10 meters.
 DN4794.
 DN4794.The orthometric height was determined by differential leveling and
 DN4794.adjusted in June 2012.
 DN4794
 DN4794.The dynamic height is computed by dividing the NAVD 88
 DN4794.geopotential number by the normal gravity value computed on the
 DN4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4794.degrees latitude (g = 980.6199 gals.).
 DN4794
 DN4794.The modeled gravity was interpolated from observed gravity values.
 DN4794
 DN4794;                    North         East    Units  Estimated Accuracy
 DN4794;SPC MN N     -   192,606.      792,724.      MT  (+/- 10 meters HH2 GPS)
 DN4794
 DN4794                          SUPERSEDED SURVEY CONTROL
 DN4794
 DN4794.No superseded survey control is available for this station.
 DN4794
 DN4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8517042182(NAD 83)
 DN4794
 DN4794_MARKER: DB = BENCH MARK DISK
 DN4794_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN4794_SP_SET: BRIDGE ABUTMENT
 DN4794_STAMPING: 3111 D 2009
 DN4794_MARK LOGO: MNDT  
 DN4794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN4794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4794+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DN4794
 DN4794  HISTORY     - Date     Condition        Report By
 DN4794  HISTORY     - 19700401 MONUMENTED       MNDT
 DN4794  HISTORY     - 20091028 GOOD             MNDT
 DN4794
 DN4794                          STATION DESCRIPTION
 DN4794
 DN4794'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DN4794'THE MARK IS AT PENGILLY.
 DN4794' 
 DN4794'TO REACH THE GO 0.5 MI (0.8 KM) SOUTHEAST OF WEST JUNCTION OF TRUNK
 DN4794'HIGHWAY 65 AND TRUNK HIGHWAY 169, IN SOUTHEAST END OF ABUTMENT OF OLD
 DN4794'RAILROAD BRIDGE NUMBER 9185 OVER TRUNK HIGHWAY 65, AT TRUNK HIGHWAY 65
 DN4794'MILE POINT 172.05.
 DN4794' 
 DN4794'IT IS 27.0 FT (8.2 M) EAST OF TRUNK HIGHWAY 65, 10 FT (3.0 M) SOUTH OF
 DN4794'WALK PATH.
 DN4794' 
 DN4794'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1970 WHEN USED IN 2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4795 ***********************************************************************
 DN4795  DESIGNATION -  3111 E
 DN4795  PID         -  DN4795
 DN4795  STATE/COUNTY-  MN/ITASCA
 DN4795  COUNTRY     -  US
 DN4795  USGS QUAD   -  PENGILLY (1969)
 DN4795
 DN4795                         *CURRENT SURVEY CONTROL
 DN4795  ______________________________________________________________________
 DN4795* NAD 83(1986) POSITION- 47 15 06.7    (N) 093 10 49.6    (W)   HD_HELD2  
 DN4795* NAVD 88 ORTHO HEIGHT -   426.821  (meters)    1400.33  (feet) ADJUSTED  
 DN4795  ______________________________________________________________________
 DN4795  GEOID HEIGHT    -        -29.48  (meters)                     GEOID09
 DN4795  DYNAMIC HEIGHT  -        426.859 (meters)     1400.45  (feet) COMP
 DN4795  MODELED GRAVITY -    980,687.7   (mgal)                       NAVD 88
 DN4795
 DN4795  VERT ORDER      -  SECOND    CLASS I
 DN4795
 DN4795.The horizontal coordinates were established by autonomous hand held GPS
 DN4795.observations and have an estimated accuracy of +/- 10 meters.
 DN4795.
 DN4795.The orthometric height was determined by differential leveling and
 DN4795.adjusted in June 2012.
 DN4795
 DN4795.The dynamic height is computed by dividing the NAVD 88
 DN4795.geopotential number by the normal gravity value computed on the
 DN4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4795.degrees latitude (g = 980.6199 gals.).
 DN4795
 DN4795.The modeled gravity was interpolated from observed gravity values.
 DN4795
 DN4795;                    North         East    Units  Estimated Accuracy
 DN4795;SPC MN N     -   183,590.      793,911.      MT  (+/- 10 meters HH2 GPS)
 DN4795
 DN4795                          SUPERSEDED SURVEY CONTROL
 DN4795
 DN4795.No superseded survey control is available for this station.
 DN4795
 DN4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8634633168(NAD 83)
 DN4795
 DN4795_MARKER: I = METAL ROD
 DN4795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4795_STAMPING: 3111 E 2009
 DN4795_MARK LOGO: MNDT  
 DN4795_PROJECTION: RECESSED 3 CENTIMETERS
 DN4795_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4795+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 DN4795_ROD/PIPE-DEPTH: 12.2 meters
 DN4795
 DN4795  HISTORY     - Date     Condition        Report By
 DN4795  HISTORY     - 20091117 MONUMENTED       MNDT
 DN4795
 DN4795                          STATION DESCRIPTION
 DN4795
 DN4795'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4795'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF CALUMET,
 DN4795'6.6 MI (10.6 KM) NORTH-NORTHWEST OF GOODLAND AND 5.6 MI (9.0 KM) SOUTH
 DN4795'OF PENGILLY.
 DN4795' 
 DN4795'TO REACH THE MARK GO 6.0 MI (9.7 KM) SOUTH OF PENGILLY, 6.4 MI (10.3
 DN4795'KM) SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65
 DN4795'AND TRUNK HIGHWAY 169 IN PENGILLY, AT TRUNK HIGHWAY 65 MILEPOST
 DN4795'166.25.
 DN4795' 
 DN4795'IT IS 40.9 FT (12.5 M) NORTHEAST OF TRUNK HIGHWAY 65, 9.4 FT (2.9 M)
 DN4795'NORTHWEST OF DRIVEWAY NUMBER 25870, 2.9 FT (0.9 M) SOUTHEAST OF A
 DN4795'WITNESS POST.
 DN4795' 
 DN4795'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4795'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4795'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4795'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4796 ***********************************************************************
 DN4796  DESIGNATION -  3111 F
 DN4796  PID         -  DN4796
 DN4796  STATE/COUNTY-  MN/ITASCA
 DN4796  COUNTRY     -  US
 DN4796  USGS QUAD   -  GOODLAND (1969)
 DN4796
 DN4796                         *CURRENT SURVEY CONTROL
 DN4796  ______________________________________________________________________
 DN4796* NAD 83(1986) POSITION- 47 12 42.2    (N) 093 09 27.1    (W)   HD_HELD2  
 DN4796* NAVD 88 ORTHO HEIGHT -   450.156  (meters)    1476.89  (feet) ADJUSTED  
 DN4796  ______________________________________________________________________
 DN4796  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 DN4796  DYNAMIC HEIGHT  -        450.193 (meters)     1477.01  (feet) COMP
 DN4796  MODELED GRAVITY -    980,680.7   (mgal)                       NAVD 88
 DN4796
 DN4796  VERT ORDER      -  SECOND    CLASS I
 DN4796
 DN4796.The horizontal coordinates were established by autonomous hand held GPS
 DN4796.observations and have an estimated accuracy of +/- 10 meters.
 DN4796.
 DN4796.The orthometric height was determined by differential leveling and
 DN4796.adjusted in June 2012.
 DN4796
 DN4796.The dynamic height is computed by dividing the NAVD 88
 DN4796.geopotential number by the normal gravity value computed on the
 DN4796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4796.degrees latitude (g = 980.6199 gals.).
 DN4796
 DN4796.The modeled gravity was interpolated from observed gravity values.
 DN4796
 DN4796;                    North         East    Units  Estimated Accuracy
 DN4796;SPC MN N     -   179,127.      795,642.      MT  (+/- 10 meters HH2 GPS)
 DN4796
 DN4796                          SUPERSEDED SURVEY CONTROL
 DN4796
 DN4796.No superseded survey control is available for this station.
 DN4796
 DN4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8807128704(NAD 83)
 DN4796
 DN4796_MARKER: I = METAL ROD
 DN4796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4796_STAMPING: 3111 F 2009
 DN4796_MARK LOGO: MNDT  
 DN4796_PROJECTION: RECESSED 3 CENTIMETERS
 DN4796_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4796_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4796+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2009
 DN4796_ROD/PIPE-DEPTH: 21.3 meters
 DN4796
 DN4796  HISTORY     - Date     Condition        Report By
 DN4796  HISTORY     - 20091118 MONUMENTED       MNDT
 DN4796
 DN4796                          STATION DESCRIPTION
 DN4796
 DN4796'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4796'THE MARK IS 3.5 MI (5.6 KM) NORTHWEST OF GOODLAND.
 DN4796' 
 DN4796'TO REACH THE MARK GO 3.7 MI (6.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 65
 DN4796'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 560, AT TRUNK
 DN4796'HIGHWAY 65 MILEPOST 163.25.
 DN4796' 
 DN4796'IT IS 41.7 FT (12.7 M) SOUTHWEST OF TRUNK HIGHWAY 65, 1.8 FT (0.5 M)
 DN4796'NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8121 ***********************************************************************
 DM8121  DESIGNATION -  3111 G
 DM8121  PID         -  DM8121
 DM8121  STATE/COUNTY-  MN/ITASCA
 DM8121  COUNTRY     -  US
 DM8121  USGS QUAD   -  GOODLAND (1969)
 DM8121
 DM8121                         *CURRENT SURVEY CONTROL
 DM8121  ______________________________________________________________________
 DM8121* NAD 83(2007) POSITION- 47 12 05.51709(N) 093 09 08.78631(W)   ADJUSTED  
 DM8121* NAD 83(2007) ELLIP HT-   414.292 (meters)        (06/13/11)   ADJUSTED
 DM8121* NAD 83(2007) EPOCH   -  2002.00
 DM8121* NAVD 88 ORTHO HEIGHT -   443.753  (meters)    1455.88  (feet) ADJUSTED  
 DM8121  ______________________________________________________________________
 DM8121  NAD 83(2007) X  -   -238,753.965 (meters)                     COMP
 DM8121  NAD 83(2007) Y  - -4,334,986.581 (meters)                     COMP
 DM8121  NAD 83(2007) Z  -  4,657,320.055 (meters)                     COMP
 DM8121  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC09
 DM8121  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 DM8121  DYNAMIC HEIGHT  -        443.788 (meters)     1455.99  (feet) COMP
 DM8121  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 DM8121
 DM8121  HORZ ORDER      -  FIRST
 DM8121  VERT ORDER      -  SECOND    CLASS I
 DM8121  ELLP ORDER      -  FOURTH    CLASS I
 DM8121
 DM8121.The horizontal coordinates were established by GPS observations
 DM8121.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8121
 DM8121.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8121.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8121
 DM8121.The horizontal coordinates are valid at the epoch date displayed above
 DM8121.which is a decimal equivalence of Year/Month/Day.
 DM8121
 DM8121.The orthometric height was determined by differential leveling and
 DM8121.adjusted in June 2012.
 DM8121
 DM8121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8121
 DM8121.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8121
 DM8121.The ellipsoidal height was determined by GPS observations
 DM8121.and is referenced to NAD 83.
 DM8121
 DM8121.The dynamic height is computed by dividing the NAVD 88
 DM8121.geopotential number by the normal gravity value computed on the
 DM8121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8121.degrees latitude (g = 980.6199 gals.).
 DM8121
 DM8121.The modeled gravity was interpolated from observed gravity values.
 DM8121
 DM8121. The following values were computed from the NAD 83(2007) position.
 DM8121
 DM8121;                    North         East     Units Scale Factor Converg.
 DM8121;SPC MN N     -   177,993.573   796,026.742   MT  0.99996358   -0 02 19.9
 DM8121;SPC MN N     -   583,967.25  2,611,631.07   sFT  0.99996358   -0 02 19.9
 DM8121;UTM  15      - 5,227,571.354   488,454.264   MT  0.99960164   -0 06 42.7
 DM8121
 DM8121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8121!SPC MN N     -   0.99993507  x   0.99996358  =   0.99989865
 DM8121!UTM  15      -   0.99993507  x   0.99960164  =   0.99953673
 DM8121
 DM8121                          SUPERSEDED SURVEY CONTROL
 DM8121
 DM8121  NAVD 88 (06/13/11)  443.75   (m)         1455.9    (f) LEVELING    3  
 DM8121
 DM8121.Superseded values are not recommended for survey control.
 DM8121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8121.See file dsdata.txt to determine how the superseded data were derived.
 DM8121
 DM8121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8845427571(NAD 83)
 DM8121
 DM8121_MARKER: I = METAL ROD
 DM8121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8121_STAMPING: 3111 G 2009
 DM8121_MARK LOGO: MNDT  
 DM8121_PROJECTION: RECESSED 3 CENTIMETERS
 DM8121_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8121+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 DM8121_ROD/PIPE-DEPTH:  8.8 meters
 DM8121
 DM8121  HISTORY     - Date     Condition        Report By
 DM8121  HISTORY     - 20091117 MONUMENTED       MNDT
 DM8121
 DM8121                          STATION DESCRIPTION
 DM8121
 DM8121'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8121'THE MARK IS 3.0 MILES NORTHWEST OF GOODLAND, 2.9 MILES NORTHWEST ALONG
 DM8121'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD
 DM8121'560, AT TRUNK HIGHWAY 65 MILEPOINT 162.45, 50.1 FEET WEST-SOUTHWEST OF
 DM8121'TRUNK HIGHWAY 65, 49.2 FEET NORTH OF COUNTY ROAD 560, 2.1 FEET EAST OF
 DM8121'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8122 ***********************************************************************
 DM8122  DESIGNATION -  3111 H
 DM8122  PID         -  DM8122
 DM8122  STATE/COUNTY-  MN/ITASCA
 DM8122  COUNTRY     -  US
 DM8122  USGS QUAD   -  GOODLAND (1969)
 DM8122
 DM8122                         *CURRENT SURVEY CONTROL
 DM8122  ______________________________________________________________________
 DM8122* NAD 83(2007) POSITION- 47 07 47.36138(N) 093 09 12.44447(W)   ADJUSTED  
 DM8122* NAD 83(2007) ELLIP HT-   378.300 (meters)        (06/13/11)   ADJUSTED
 DM8122* NAD 83(2007) EPOCH   -  2002.00
 DM8122* NAVD 88 ORTHO HEIGHT -   407.702  (meters)    1337.60  (feet) ADJUSTED  
 DM8122  ______________________________________________________________________
 DM8122  NAD 83(2007) X  -   -239,151.126 (meters)                     COMP
 DM8122  NAD 83(2007) Y  - -4,340,795.679 (meters)                     COMP
 DM8122  NAD 83(2007) Z  -  4,651,873.122 (meters)                     COMP
 DM8122  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC09
 DM8122  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 DM8122  DYNAMIC HEIGHT  -        407.731 (meters)     1337.70  (feet) COMP
 DM8122  MODELED GRAVITY -    980,671.6   (mgal)                       NAVD 88
 DM8122
 DM8122  HORZ ORDER      -  FIRST
 DM8122  VERT ORDER      -  SECOND    CLASS I
 DM8122  ELLP ORDER      -  FOURTH    CLASS I
 DM8122
 DM8122.The horizontal coordinates were established by GPS observations
 DM8122.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8122
 DM8122.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8122.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8122
 DM8122.The horizontal coordinates are valid at the epoch date displayed above
 DM8122.which is a decimal equivalence of Year/Month/Day.
 DM8122
 DM8122.The orthometric height was determined by differential leveling and
 DM8122.adjusted in June 2012.
 DM8122
 DM8122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8122
 DM8122.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8122
 DM8122.The ellipsoidal height was determined by GPS observations
 DM8122.and is referenced to NAD 83.
 DM8122
 DM8122.The dynamic height is computed by dividing the NAVD 88
 DM8122.geopotential number by the normal gravity value computed on the
 DM8122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8122.degrees latitude (g = 980.6199 gals.).
 DM8122
 DM8122.The modeled gravity was interpolated from observed gravity values.
 DM8122
 DM8122. The following values were computed from the NAD 83(2007) position.
 DM8122
 DM8122;                    North         East     Units Scale Factor Converg.
 DM8122;SPC MN N     -   170,021.577   795,944.238   MT  0.99997807   -0 02 22.6
 DM8122;SPC MN N     -   557,812.46  2,611,360.39   sFT  0.99997807   -0 02 22.6
 DM8122;UTM  15      - 5,219,602.412   488,361.649   MT  0.99960166   -0 06 44.9
 DM8122
 DM8122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8122!SPC MN N     -   0.99994071  x   0.99997807  =   0.99991878
 DM8122!UTM  15      -   0.99994071  x   0.99960166  =   0.99954239
 DM8122
 DM8122                          SUPERSEDED SURVEY CONTROL
 DM8122
 DM8122  NAVD 88 (06/13/11)  407.70   (m)         1337.6    (f) LEVELING    3  
 DM8122
 DM8122.Superseded values are not recommended for survey control.
 DM8122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8122.See file dsdata.txt to determine how the superseded data were derived.
 DM8122
 DM8122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8836119602(NAD 83)
 DM8122
 DM8122_MARKER: I = METAL ROD
 DM8122_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8122_STAMPING: 3111 H 2009
 DM8122_MARK LOGO: MNDT  
 DM8122_PROJECTION: RECESSED 3 CENTIMETERS
 DM8122_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8122+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 DM8122_ROD/PIPE-DEPTH:  3.7 meters
 DM8122
 DM8122  HISTORY     - Date     Condition        Report By
 DM8122  HISTORY     - 20091117 MONUMENTED       MNDT
 DM8122
 DM8122                          STATION DESCRIPTION
 DM8122
 DM8122'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8122'THE MARK IS 2.50 MILES SOUTHWEST OF GOODLAND, 2.35 MILES SOUTHWEST
 DM8122'ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY
 DM8122'ROAD 560, AT TRUNK HIGHWAY 65 MILEPOINT 157.30, 52.3 FEET NORTHWEST OF
 DM8122'TRUNK HIGHWAY 65, 20.0 FEET SOUTHWEST OF ENTRANCE, 3.5 FEET SOUTHEAST
 DM8122'OF FENCE LINE, 2.5 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8123 ***********************************************************************
 DM8123  DESIGNATION -  3111 J
 DM8123  PID         -  DM8123
 DM8123  STATE/COUNTY-  MN/ITASCA
 DM8123  COUNTRY     -  US
 DM8123  USGS QUAD   -  SWAN RIVER (1970)
 DM8123
 DM8123                         *CURRENT SURVEY CONTROL
 DM8123  ______________________________________________________________________
 DM8123* NAD 83(2007) POSITION- 47 05 59.72692(N) 093 10 56.14012(W)   ADJUSTED  
 DM8123* NAD 83(2007) ELLIP HT-   364.576 (meters)        (06/13/11)   ADJUSTED
 DM8123* NAD 83(2007) EPOCH   -  2002.00
 DM8123* NAVD 88 ORTHO HEIGHT -   393.917  (meters)    1292.38  (feet) ADJUSTED  
 DM8123  ______________________________________________________________________
 DM8123  NAD 83(2007) X  -   -241,468.036 (meters)                     COMP
 DM8123  NAD 83(2007) Y  - -4,343,097.453 (meters)                     COMP
 DM8123  NAD 83(2007) Z  -  4,649,600.916 (meters)                     COMP
 DM8123  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC09
 DM8123  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DM8123  DYNAMIC HEIGHT  -        393.944 (meters)     1292.46  (feet) COMP
 DM8123  MODELED GRAVITY -    980,672.0   (mgal)                       NAVD 88
 DM8123
 DM8123  HORZ ORDER      -  FIRST
 DM8123  VERT ORDER      -  SECOND    CLASS I
 DM8123  ELLP ORDER      -  FOURTH    CLASS I
 DM8123
 DM8123.The horizontal coordinates were established by GPS observations
 DM8123.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8123
 DM8123.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8123.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8123
 DM8123.The horizontal coordinates are valid at the epoch date displayed above
 DM8123.which is a decimal equivalence of Year/Month/Day.
 DM8123
 DM8123.The orthometric height was determined by differential leveling and
 DM8123.adjusted in June 2012.
 DM8123
 DM8123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8123
 DM8123.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8123
 DM8123.The ellipsoidal height was determined by GPS observations
 DM8123.and is referenced to NAD 83.
 DM8123
 DM8123.The dynamic height is computed by dividing the NAVD 88
 DM8123.geopotential number by the normal gravity value computed on the
 DM8123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8123.degrees latitude (g = 980.6199 gals.).
 DM8123
 DM8123.The modeled gravity was interpolated from observed gravity values.
 DM8123
 DM8123. The following values were computed from the NAD 83(2007) position.
 DM8123
 DM8123;                    North         East     Units Scale Factor Converg.
 DM8123;SPC MN N     -   166,699.656   793,755.318   MT  0.99998457   -0 03 39.5
 DM8123;SPC MN N     -   546,913.79  2,604,178.91   sFT  0.99998457   -0 03 39.5
 DM8123;UTM  15      - 5,216,284.530   486,169.348   MT  0.99960235   -0 08 00.7
 DM8123
 DM8123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8123!SPC MN N     -   0.99994286  x   0.99998457  =   0.99992743
 DM8123!UTM  15      -   0.99994286  x   0.99960235  =   0.99954523
 DM8123
 DM8123                          SUPERSEDED SURVEY CONTROL
 DM8123
 DM8123  NAVD 88 (06/13/11)  393.91   (m)         1292.4    (f) LEVELING    3  
 DM8123
 DM8123.Superseded values are not recommended for survey control.
 DM8123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8123.See file dsdata.txt to determine how the superseded data were derived.
 DM8123
 DM8123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8616916284(NAD 83)
 DM8123
 DM8123_MARKER: I = METAL ROD
 DM8123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8123_STAMPING: 3111 J 2009
 DM8123_MARK LOGO: MNDT  
 DM8123_PROJECTION: RECESSED 5 CENTIMETERS
 DM8123_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8123+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2009
 DM8123_ROD/PIPE-DEPTH:  9.8 meters
 DM8123
 DM8123  HISTORY     - Date     Condition        Report By
 DM8123  HISTORY     - 20091117 MONUMENTED       MNDT
 DM8123
 DM8123                          STATION DESCRIPTION
 DM8123
 DM8123'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8123'THE MARK IS 1.0 MILE NORTHEAST OF SWAN RIVER, 1.1 MILES NORTHEAST
 DM8123'ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DM8123'HIGHWAY 2 IN SWAN RIVER, AT TRUNK HIGHWAY 65 MILEPOINT 154.80, 22.3
 DM8123'FEET NORTHWEST OF TRUNK HIGHWAY 65, 3.0 FEET SOUTHEAST OF WITNESS
 DM8123'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4797 ***********************************************************************
 DN4797  DESIGNATION -  3111 K
 DN4797  PID         -  DN4797
 DN4797  STATE/COUNTY-  MN/ITASCA
 DN4797  COUNTRY     -  US
 DN4797  USGS QUAD   -  GOODLAND (1969)
 DN4797
 DN4797                         *CURRENT SURVEY CONTROL
 DN4797  ______________________________________________________________________
 DN4797* NAD 83(1986) POSITION- 47 10 05.6    (N) 093 08 18.9    (W)   HD_HELD2  
 DN4797* NAVD 88 ORTHO HEIGHT -   431.613  (meters)    1416.05  (feet) ADJUSTED  
 DN4797  ______________________________________________________________________
 DN4797  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 DN4797  DYNAMIC HEIGHT  -        431.644 (meters)     1416.15  (feet) COMP
 DN4797  MODELED GRAVITY -    980,672.0   (mgal)                       NAVD 88
 DN4797
 DN4797  VERT ORDER      -  SECOND    CLASS I
 DN4797
 DN4797.The horizontal coordinates were established by autonomous hand held GPS
 DN4797.observations and have an estimated accuracy of +/- 10 meters.
 DN4797.
 DN4797.The orthometric height was determined by differential leveling and
 DN4797.adjusted in June 2012.
 DN4797
 DN4797.The dynamic height is computed by dividing the NAVD 88
 DN4797.geopotential number by the normal gravity value computed on the
 DN4797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4797.degrees latitude (g = 980.6199 gals.).
 DN4797
 DN4797.The modeled gravity was interpolated from observed gravity values.
 DN4797
 DN4797;                    North         East    Units  Estimated Accuracy
 DN4797;SPC MN N     -   174,290.      797,075.      MT  (+/- 10 meters HH2 GPS)
 DN4797
 DN4797                          SUPERSEDED SURVEY CONTROL
 DN4797
 DN4797.No superseded survey control is available for this station.
 DN4797
 DN4797_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8949723867(NAD 83)
 DN4797
 DN4797_MARKER: I = METAL ROD
 DN4797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4797_STAMPING: 3111 K 2009
 DN4797_MARK LOGO: MNDT  
 DN4797_PROJECTION: RECESSED 8 CENTIMETERS
 DN4797_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DN4797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4797+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2009
 DN4797_ROD/PIPE-DEPTH:  4.3 meters
 DN4797
 DN4797  HISTORY     - Date     Condition        Report By
 DN4797  HISTORY     - 20091119 MONUMENTED       MNDT
 DN4797
 DN4797                          STATION DESCRIPTION
 DN4797
 DN4797'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4797'THE MARK IS 6.0 MI (9.7 KM) NORTHEAST OF SWAN RIVER.
 DN4797' 
 DN4797'TO REACH THE MARK GO 6.45 MI (10.4 KM) NORTHEASTERLY ALONG TRUNK
 DN4797'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 2
 DN4797'IN SWAN RIVE, AT TRUNK HIGHWAY 65 MILE POINT 160.1.
 DN4797' 
 DN4797'IT IS 68.7 FT (20.9 M) NORTHWEST OF TRUNK HIGHWAY 65, 0.1 MI (0.2 KM)
 DN4797'NORTH OF COUNTY ROAD 20/16, 10.6 FT (3.2 M) SOUTHEAST OF A FIELD
 DN4797'ENTRANCE, 2.9 FT (0.9 M) NORTHEAST OF A FENCE POST, 2.2 FT (0.7 M)
 DN4797'NORTHWEST OF A WITNESS POST.
 DN4797' 
 DN4797'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DN4797'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DN4797'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DN4797'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2438 ***********************************************************************
 DL2438  DESIGNATION -  3112 AA
 DL2438  PID         -  DL2438
 DL2438  STATE/COUNTY-  MN/ITASCA
 DL2438  COUNTRY     -  US
 DL2438  USGS QUAD   -  O'LEARY LAKE (1977)
 DL2438
 DL2438                         *CURRENT SURVEY CONTROL
 DL2438  ______________________________________________________________________
 DL2438* NAD 83(2007) POSITION- 47 30 00.28010(N) 093 11 43.35676(W)   ADJUSTED  
 DL2438* NAD 83(2007) ELLIP HT-   395.322 (meters)        (04/01/09)   ADJUSTED
 DL2438* NAD 83(2007) EPOCH   -  2002.00
 DL2438* NAVD 88 ORTHO HEIGHT -   425.190  (meters)    1394.98  (feet) ADJUSTED  
 DL2438  ______________________________________________________________________
 DL2438  NAD 83(2007) X  -   -240,640.843 (meters)                     COMP
 DL2438  NAD 83(2007) Y  - -4,310,417.127 (meters)                     COMP
 DL2438  NAD 83(2007) Z  -  4,679,795.052 (meters)                     COMP
 DL2438  LAPLACE CORR    -         -3.84  (seconds)                    DEFLEC09
 DL2438  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 DL2438  DYNAMIC HEIGHT  -        425.231 (meters)     1395.11  (feet) COMP
 DL2438  MODELED GRAVITY -    980,697.4   (mgal)                       NAVD 88
 DL2438
 DL2438  HORZ ORDER      -  FIRST
 DL2438  VERT ORDER      -  SECOND    CLASS I
 DL2438  ELLP ORDER      -  SECOND    CLASS I
 DL2438
 DL2438.The horizontal coordinates were established by GPS observations
 DL2438.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2438
 DL2438.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2438.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2438
 DL2438.The horizontal coordinates are valid at the epoch date displayed above
 DL2438.which is a decimal equivalence of Year/Month/Day.
 DL2438
 DL2438.The orthometric height was determined by differential leveling and
 DL2438.adjusted in July 2011.
 DL2438
 DL2438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2438
 DL2438.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2438
 DL2438.The ellipsoidal height was determined by GPS observations
 DL2438.and is referenced to NAD 83.
 DL2438
 DL2438.The dynamic height is computed by dividing the NAVD 88
 DL2438.geopotential number by the normal gravity value computed on the
 DL2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2438.degrees latitude (g = 980.6199 gals.).
 DL2438
 DL2438.The modeled gravity was interpolated from observed gravity values.
 DL2438
 DL2438. The following values were computed from the NAD 83(2007) position.
 DL2438
 DL2438;                    North         East     Units Scale Factor Converg.
 DL2438;SPC MN N     -   211,186.221   792,814.554   MT  0.99991985   -0 04 14.5
 DL2438;SPC MN N     -   692,866.79  2,601,092.42   sFT  0.99991985   -0 04 14.5
 DL2438;UTM  15      - 5,260,756.877   485,285.521   MT  0.99960266   -0 08 38.6
 DL2438
 DL2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2438!SPC MN N     -   0.99993804  x   0.99991985  =   0.99985790
 DL2438!UTM  15      -   0.99993804  x   0.99960266  =   0.99954073
 DL2438
 DL2438:                Primary Azimuth Mark                     Grid Az
 DL2438:SPC MN N     -  3112 Z                                   180 48 21.2
 DL2438:UTM  15      -  3112 Z                                   180 52 45.3
 DL2438
 DL2438|---------------------------------------------------------------------|
 DL2438| PID    Reference Object                     Distance      Geod. Az  |
 DL2438|                                                           dddmmss.s |
 DL2438| DL2455 3112 Z                              APPROX. 1.5 KM 1804406.7 |
 DL2438|---------------------------------------------------------------------|
 DL2438
 DL2438                          SUPERSEDED SURVEY CONTROL
 DL2438
 DL2438  NAVD 88 (04/01/09)  425.20   (m)         1395.0    (f) LEVELING    3  
 DL2438
 DL2438.Superseded values are not recommended for survey control.
 DL2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2438.See file dsdata.txt to determine how the superseded data were derived.
 DL2438
 DL2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8528560756(NAD 83)
 DL2438
 DL2438_MARKER: DD = SURVEY DISK
 DL2438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2438_STAMPING: 3112 AA 2008
 DL2438_MARK LOGO: MNDT  
 DL2438_PROJECTION: RECESSED 8 CENTIMETERS
 DL2438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2438+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2010
 DL2438_ROD/PIPE-DEPTH: 10.7 meters
 DL2438
 DL2438  HISTORY     - Date     Condition        Report By
 DL2438  HISTORY     - 20080506 MONUMENTED       MNDT
 DL2438  HISTORY     - 20100114 GOOD             MNDT
 DL2438
 DL2438                          STATION DESCRIPTION
 DL2438
 DL2438'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2438'8.15 MILES NORTHWEST OF NASHWAUK, 9.8 MILES NORTHWEST ALONG TRUNK
 DL2438'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2438'IN NASHWAUK, 0.6 MILES NORTH OF COUNTY ROAD 536, AT TRUNK HIGHWAY 65
 DL2438'MILEPOINT 184.95, 73.2 FEET WEST OF TRUNK HIGHWAY 65, 18.5 FEET WEST
 DL2438'OF DRIVEWAY NUMBER 42949, 100 FEET EAST OF A WITNESS POST.
 DL2438
 DL2438                          STATION RECOVERY (2010)
 DL2438
 DL2438'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (CJH)
 DL2438'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2438'THE MARK IS 8.15 MILES NORTHWEST OF NASHWAUK, 9.8 MILES NORTHWEST
 DL2438'ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DL2438'HIGHWAY 169 IN NASHWAUK, 0.6 MILE NORTH OF COUNTY ROAD 536, AT TRUNK
 DL2438'HIGHWAY 65 MILEPOINT 184.95, 73.2 FEET WEST OF TRUNK HIGHWAY 65, 18.5
 DL2438'FEET WEST OF DRIVEWAY NUMBER 42949, 1.0 FOOT EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2439 ***********************************************************************
 DL2439  DESIGNATION -  3112 AB
 DL2439  PID         -  DL2439
 DL2439  STATE/COUNTY-  MN/ITASCA
 DL2439  COUNTRY     -  US
 DL2439  USGS QUAD   -  O'LEARY LAKE (1977)
 DL2439
 DL2439                         *CURRENT SURVEY CONTROL
 DL2439  ______________________________________________________________________
 DL2439* NAD 83(2007) POSITION- 47 30 56.99933(N) 093 11 39.65642(W)   ADJUSTED  
 DL2439* NAD 83(2007) ELLIP HT-   382.135 (meters)        (04/01/09)   ADJUSTED
 DL2439* NAD 83(2007) EPOCH   -  2002.00
 DL2439* NAVD 88 ORTHO HEIGHT -   411.986  (meters)    1351.66  (feet) ADJUSTED  
 DL2439  ______________________________________________________________________
 DL2439  NAD 83(2007) X  -   -240,491.040 (meters)                     COMP
 DL2439  NAD 83(2007) Y  - -4,309,122.832 (meters)                     COMP
 DL2439  NAD 83(2007) Z  -  4,680,968.647 (meters)                     COMP
 DL2439  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC09
 DL2439  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 DL2439  DYNAMIC HEIGHT  -        412.028 (meters)     1351.80  (feet) COMP
 DL2439  MODELED GRAVITY -    980,702.2   (mgal)                       NAVD 88
 DL2439
 DL2439  HORZ ORDER      -  FIRST
 DL2439  VERT ORDER      -  SECOND    CLASS I
 DL2439  ELLP ORDER      -  SECOND    CLASS I
 DL2439
 DL2439.The horizontal coordinates were established by GPS observations
 DL2439.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2439
 DL2439.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2439.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2439
 DL2439.The horizontal coordinates are valid at the epoch date displayed above
 DL2439.which is a decimal equivalence of Year/Month/Day.
 DL2439
 DL2439.The orthometric height was determined by differential leveling and
 DL2439.adjusted in July 2011.
 DL2439
 DL2439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2439
 DL2439.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2439
 DL2439.The ellipsoidal height was determined by GPS observations
 DL2439.and is referenced to NAD 83.
 DL2439
 DL2439.The dynamic height is computed by dividing the NAVD 88
 DL2439.geopotential number by the normal gravity value computed on the
 DL2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2439.degrees latitude (g = 980.6199 gals.).
 DL2439
 DL2439.The modeled gravity was interpolated from observed gravity values.
 DL2439
 DL2439. The following values were computed from the NAD 83(2007) position.
 DL2439
 DL2439;                    North         East     Units Scale Factor Converg.
 DL2439;SPC MN N     -   212,937.674   792,894.129   MT  0.99991829   -0 04 11.8
 DL2439;SPC MN N     -   698,613.02  2,601,353.49   sFT  0.99991829   -0 04 11.8
 DL2439;UTM  15      - 5,262,507.672   485,367.313   MT  0.99960263   -0 08 36.0
 DL2439
 DL2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2439!SPC MN N     -   0.99994011  x   0.99991829  =   0.99985840
 DL2439!UTM  15      -   0.99994011  x   0.99960263  =   0.99954276
 DL2439
 DL2439:                Primary Azimuth Mark                     Grid Az
 DL2439:SPC MN N     -  3112 AA                                  182 36 05.0
 DL2439:UTM  15      -  3112 AA                                  182 40 29.2
 DL2439
 DL2439|---------------------------------------------------------------------|
 DL2439| PID    Reference Object                     Distance      Geod. Az  |
 DL2439|                                                           dddmmss.s |
 DL2439| DL2438 3112 AA                             APPROX. 1.8 KM 1823153.2 |
 DL2439|---------------------------------------------------------------------|
 DL2439
 DL2439                          SUPERSEDED SURVEY CONTROL
 DL2439
 DL2439  NAVD 88 (04/01/09)  411.99   (m)         1351.7    (f) LEVELING    3  
 DL2439
 DL2439.Superseded values are not recommended for survey control.
 DL2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2439.See file dsdata.txt to determine how the superseded data were derived.
 DL2439
 DL2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8536762507(NAD 83)
 DL2439
 DL2439_MARKER: DD = SURVEY DISK
 DL2439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2439_STAMPING: 3112 AB 2008
 DL2439_MARK LOGO: MNDT  
 DL2439_PROJECTION: FLUSH
 DL2439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2439+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2439_ROD/PIPE-DEPTH:  7.6 meters
 DL2439
 DL2439  HISTORY     - Date     Condition        Report By
 DL2439  HISTORY     - 2008     MONUMENTED       MNDT
 DL2439
 DL2439                          STATION DESCRIPTION
 DL2439
 DL2439'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2439'9.2 MILES NORTHWEST OF NASHWAUK, 10.85 MILES NORTHWEST ALONG TRUNK
 DL2439'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2439'IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 186.05, 81.0 FEET EAST OF
 DL2439'TRUNK HIGHWAY 65, 38.3 FEET NORTH OF COUNTY ROAD 537, 14.5 FEET
 DL2439'NORTHEAST OF CABLE BOX NUMBER 100 65, 1.0 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2440 ***********************************************************************
 DL2440  DESIGNATION -  3112 AC
 DL2440  PID         -  DL2440
 DL2440  STATE/COUNTY-  MN/ITASCA
 DL2440  COUNTRY     -  US
 DL2440  USGS QUAD   -  O'LEARY LAKE (1977)
 DL2440
 DL2440                         *CURRENT SURVEY CONTROL
 DL2440  ______________________________________________________________________
 DL2440* NAD 83(2007) POSITION- 47 31 44.15730(N) 093 11 46.03574(W)   ADJUSTED  
 DL2440* NAD 83(2007) ELLIP HT-   385.482 (meters)        (04/01/09)   ADJUSTED
 DL2440* NAD 83(2007) EPOCH   -  2002.00
 DL2440* NAVD 88 ORTHO HEIGHT -   415.337  (meters)    1362.65  (feet) ADJUSTED  
 DL2440  ______________________________________________________________________
 DL2440  NAD 83(2007) X  -   -240,564.546 (meters)                     COMP
 DL2440  NAD 83(2007) Y  - -4,308,045.093 (meters)                     COMP
 DL2440  NAD 83(2007) Z  -  4,681,954.690 (meters)                     COMP
 DL2440  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC09
 DL2440  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 DL2440  DYNAMIC HEIGHT  -        415.381 (meters)     1362.80  (feet) COMP
 DL2440  MODELED GRAVITY -    980,706.6   (mgal)                       NAVD 88
 DL2440
 DL2440  HORZ ORDER      -  FIRST
 DL2440  VERT ORDER      -  SECOND    CLASS I
 DL2440  ELLP ORDER      -  SECOND    CLASS I
 DL2440
 DL2440.The horizontal coordinates were established by GPS observations
 DL2440.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2440
 DL2440.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2440.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2440
 DL2440.The horizontal coordinates are valid at the epoch date displayed above
 DL2440.which is a decimal equivalence of Year/Month/Day.
 DL2440
 DL2440.The orthometric height was determined by differential leveling and
 DL2440.adjusted in July 2011.
 DL2440
 DL2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2440
 DL2440.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2440
 DL2440.The ellipsoidal height was determined by GPS observations
 DL2440.and is referenced to NAD 83.
 DL2440
 DL2440.The dynamic height is computed by dividing the NAVD 88
 DL2440.geopotential number by the normal gravity value computed on the
 DL2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2440.degrees latitude (g = 980.6199 gals.).
 DL2440
 DL2440.The modeled gravity was interpolated from observed gravity values.
 DL2440
 DL2440. The following values were computed from the NAD 83(2007) position.
 DL2440
 DL2440;                    North         East     Units Scale Factor Converg.
 DL2440;SPC MN N     -   214,394.126   792,762.480   MT  0.99991705   -0 04 16.5
 DL2440;SPC MN N     -   703,391.40  2,600,921.57   sFT  0.99991705   -0 04 16.5
 DL2440;UTM  15      - 5,263,963.832   485,237.571   MT  0.99960268   -0 08 40.8
 DL2440
 DL2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2440!SPC MN N     -   0.99993958  x   0.99991705  =   0.99985664
 DL2440!UTM  15      -   0.99993958  x   0.99960268  =   0.99954229
 DL2440
 DL2440:                Primary Azimuth Mark                     Grid Az
 DL2440:SPC MN N     -  3112 AB                                  174 50 06.2
 DL2440:UTM  15      -  3112 AB                                  174 54 30.5
 DL2440
 DL2440|---------------------------------------------------------------------|
 DL2440| PID    Reference Object                     Distance      Geod. Az  |
 DL2440|                                                           dddmmss.s |
 DL2440| DL2439 3112 AB                             APPROX. 1.5 KM 1744549.7 |
 DL2440|---------------------------------------------------------------------|
 DL2440
 DL2440                          SUPERSEDED SURVEY CONTROL
 DL2440
 DL2440  NAVD 88 (04/01/09)  415.34   (m)         1362.7    (f) LEVELING    3  
 DL2440
 DL2440.Superseded values are not recommended for survey control.
 DL2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2440.See file dsdata.txt to determine how the superseded data were derived.
 DL2440
 DL2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8523763963(NAD 83)
 DL2440
 DL2440_MARKER: DD = SURVEY DISK
 DL2440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2440_STAMPING: 3112 AC 2008
 DL2440_MARK LOGO: MNDT  
 DL2440_PROJECTION: PROJECTING 5 CENTIMETERS
 DL2440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2440+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2440_ROD/PIPE-DEPTH: 32.0 meters
 DL2440
 DL2440  HISTORY     - Date     Condition        Report By
 DL2440  HISTORY     - 2008     MONUMENTED       MNDT
 DL2440
 DL2440                          STATION DESCRIPTION
 DL2440
 DL2440'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2440'10.2 MILES NORTHWEST OF NASHWAUK, 11.8 MILES NORTHWEST ALONG TRUNK
 DL2440'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2440'IN NASHWAUK, 0.15 MILES NORTWEST OF COUNTY ROAD 540, AT TRUNK HIGHWAY
 DL2440'65 MILEPOINT 187, 36.3 FEET EAST OF TRUNK HIGHWAY 65, 6.3 FEET
 DL2440'SOUTHWEST OF THE EAST POST OF SET OF TWO FOR A PUBLIC ACCESS SIGN, 6.2
 DL2440'FEET SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2441 ***********************************************************************
 DL2441  DESIGNATION -  3112 AD
 DL2441  PID         -  DL2441
 DL2441  STATE/COUNTY-  MN/ITASCA
 DL2441  COUNTRY     -  US
 DL2441  USGS QUAD   -  SHERRY LAKE (1964)
 DL2441
 DL2441                         *CURRENT SURVEY CONTROL
 DL2441  ______________________________________________________________________
 DL2441* NAD 83(2007) POSITION- 47 39 32.10679(N) 093 11 45.72608(W)   ADJUSTED  
 DL2441* NAD 83(2007) ELLIP HT-   419.430 (meters)        (04/01/09)   ADJUSTED
 DL2441* NAD 83(2007) EPOCH   -  2002.00
 DL2441* NAVD 88 ORTHO HEIGHT -   449.203  (meters)    1473.76  (feet) ADJUSTED  
 DL2441  ______________________________________________________________________
 DL2441  NAD 83(2007) X  -   -239,964.370 (meters)                     COMP
 DL2441  NAD 83(2007) Y  - -4,297,413.002 (meters)                     COMP
 DL2441  NAD 83(2007) Z  -  4,691,726.624 (meters)                     COMP
 DL2441  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC09
 DL2441  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 DL2441  DYNAMIC HEIGHT  -        449.262 (meters)     1473.95  (feet) COMP
 DL2441  MODELED GRAVITY -    980,729.6   (mgal)                       NAVD 88
 DL2441
 DL2441  HORZ ORDER      -  FIRST
 DL2441  VERT ORDER      -  SECOND    CLASS I
 DL2441  ELLP ORDER      -  SECOND    CLASS I
 DL2441
 DL2441.The horizontal coordinates were established by GPS observations
 DL2441.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2441
 DL2441.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2441.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2441
 DL2441.The horizontal coordinates are valid at the epoch date displayed above
 DL2441.which is a decimal equivalence of Year/Month/Day.
 DL2441
 DL2441.The orthometric height was determined by differential leveling and
 DL2441.adjusted in July 2011.
 DL2441
 DL2441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2441
 DL2441.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2441
 DL2441.The ellipsoidal height was determined by GPS observations
 DL2441.and is referenced to NAD 83.
 DL2441
 DL2441.The dynamic height is computed by dividing the NAVD 88
 DL2441.geopotential number by the normal gravity value computed on the
 DL2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2441.degrees latitude (g = 980.6199 gals.).
 DL2441
 DL2441.The modeled gravity was interpolated from observed gravity values.
 DL2441
 DL2441. The following values were computed from the NAD 83(2007) position.
 DL2441
 DL2441;                    North         East     Units Scale Factor Converg.
 DL2441;SPC MN N     -   228,844.987   792,786.910   MT  0.99990754   -0 04 16.3
 DL2441;SPC MN N     -   750,802.26  2,601,001.72   sFT  0.99990754   -0 04 16.3
 DL2441;UTM  15      - 5,278,410.182   485,280.542   MT  0.99960266   -0 08 41.6
 DL2441
 DL2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2441!SPC MN N     -   0.99993426  x   0.99990754  =   0.99984181
 DL2441!UTM  15      -   0.99993426  x   0.99960266  =   0.99953695
 DL2441
 DL2441:                Primary Azimuth Mark                     Grid Az
 DL2441:SPC MN N     -  3112 L                                   178 14 40.4
 DL2441:UTM  15      -  3112 L                                   178 19 05.7
 DL2441
 DL2441|---------------------------------------------------------------------|
 DL2441| PID    Reference Object                     Distance      Geod. Az  |
 DL2441|                                                           dddmmss.s |
 DL2441| DL2445 3112 L                              APPROX. 1.4 KM 1781024.1 |
 DL2441|---------------------------------------------------------------------|
 DL2441
 DL2441                          SUPERSEDED SURVEY CONTROL
 DL2441
 DL2441  NAVD 88 (04/01/09)  449.20   (m)         1473.8    (f) LEVELING    3  
 DL2441
 DL2441.Superseded values are not recommended for survey control.
 DL2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2441.See file dsdata.txt to determine how the superseded data were derived.
 DL2441
 DL2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8528078410(NAD 83)
 DL2441
 DL2441_MARKER: DD = SURVEY DISK
 DL2441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2441_STAMPING: 3112 AD 2008
 DL2441_MARK LOGO: MNDT  
 DL2441_PROJECTION: FLUSH
 DL2441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2441+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2441_ROD/PIPE-DEPTH:  4.6 meters
 DL2441
 DL2441  HISTORY     - Date     Condition        Report By
 DL2441  HISTORY     - 2008     MONUMENTED       MNDT
 DL2441
 DL2441                          STATION DESCRIPTION
 DL2441
 DL2441'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2441'11.7 MILES SOUTHWEST OF TOGO, 12.1 MILES SOUTH ALONG TRUNK HIGHWAY 65
 DL2441'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 IN TOGO, AT
 DL2441'TRUNK HIGHWAY 65 MILEPOINT 196.15, 174.5 FEET WEST OF 65, 29.8 FEET
 DL2441'NORTH OF BEAR LAKE ROAD, 1.2 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2442 ***********************************************************************
 DL2442  DESIGNATION -  3112 AE
 DL2442  PID         -  DL2442
 DL2442  STATE/COUNTY-  MN/ITASCA
 DL2442  COUNTRY     -  US
 DL2442  USGS QUAD   -  SHERRY LAKE (1964)
 DL2442
 DL2442                         *CURRENT SURVEY CONTROL
 DL2442  ______________________________________________________________________
 DL2442* NAD 83(2007) POSITION- 47 41 18.18838(N) 093 11 41.82823(W)   ADJUSTED  
 DL2442* NAD 83(2007) ELLIP HT-   398.746 (meters)        (04/01/09)   ADJUSTED
 DL2442* NAD 83(2007) EPOCH   -  2002.00
 DL2442* NAVD 88 ORTHO HEIGHT -   428.540  (meters)    1405.97  (feet) ADJUSTED  
 DL2442  ______________________________________________________________________
 DL2442  NAD 83(2007) X  -   -239,747.377 (meters)                     COMP
 DL2442  NAD 83(2007) Y  - -4,294,985.023 (meters)                     COMP
 DL2442  NAD 83(2007) Z  -  4,693,917.559 (meters)                     COMP
 DL2442  LAPLACE CORR    -         -4.40  (seconds)                    DEFLEC09
 DL2442  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 DL2442  DYNAMIC HEIGHT  -        428.597 (meters)     1406.16  (feet) COMP
 DL2442  MODELED GRAVITY -    980,732.8   (mgal)                       NAVD 88
 DL2442
 DL2442  HORZ ORDER      -  FIRST
 DL2442  VERT ORDER      -  SECOND    CLASS I
 DL2442  ELLP ORDER      -  SECOND    CLASS I
 DL2442
 DL2442.The horizontal coordinates were established by GPS observations
 DL2442.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2442
 DL2442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2442.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2442
 DL2442.The horizontal coordinates are valid at the epoch date displayed above
 DL2442.which is a decimal equivalence of Year/Month/Day.
 DL2442
 DL2442.The orthometric height was determined by differential leveling and
 DL2442.adjusted in July 2011.
 DL2442
 DL2442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2442
 DL2442.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2442
 DL2442.The ellipsoidal height was determined by GPS observations
 DL2442.and is referenced to NAD 83.
 DL2442
 DL2442.The dynamic height is computed by dividing the NAVD 88
 DL2442.geopotential number by the normal gravity value computed on the
 DL2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2442.degrees latitude (g = 980.6199 gals.).
 DL2442
 DL2442.The modeled gravity was interpolated from observed gravity values.
 DL2442
 DL2442. The following values were computed from the NAD 83(2007) position.
 DL2442
 DL2442;                    North         East     Units Scale Factor Converg.
 DL2442;SPC MN N     -   232,120.849   792,872.257   MT  0.99990610   -0 04 13.4
 DL2442;SPC MN N     -   761,549.82  2,601,281.73   sFT  0.99990610   -0 04 13.4
 DL2442;UTM  15      - 5,281,684.935   485,370.079   MT  0.99960263   -0 08 39.0
 DL2442
 DL2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2442!SPC MN N     -   0.99993751  x   0.99990610  =   0.99984361
 DL2442!UTM  15      -   0.99993751  x   0.99960263  =   0.99954016
 DL2442
 DL2442:                Primary Azimuth Mark                     Grid Az
 DL2442:SPC MN N     -  3112 AF                                  003 41 58.7
 DL2442:UTM  15      -  3112 AF                                  003 46 24.3
 DL2442
 DL2442|---------------------------------------------------------------------|
 DL2442| PID    Reference Object                     Distance      Geod. Az  |
 DL2442|                                                           dddmmss.s |
 DL2442| DL2443 3112 AF                             APPROX. 1.9 KM 0033745.3 |
 DL2442|---------------------------------------------------------------------|
 DL2442
 DL2442                          SUPERSEDED SURVEY CONTROL
 DL2442
 DL2442  NAVD 88 (04/01/09)  428.54   (m)         1406.0    (f) LEVELING    3  
 DL2442
 DL2442.Superseded values are not recommended for survey control.
 DL2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2442.See file dsdata.txt to determine how the superseded data were derived.
 DL2442
 DL2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8537081684(NAD 83)
 DL2442
 DL2442_MARKER: DD = SURVEY DISK
 DL2442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2442_STAMPING: 3112 AE 2008
 DL2442_MARK LOGO: MNDT  
 DL2442_PROJECTION: FLUSH
 DL2442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2442+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2442_ROD/PIPE-DEPTH:  6.7 meters
 DL2442
 DL2442  HISTORY     - Date     Condition        Report By
 DL2442  HISTORY     - 2008     MONUMENTED       MNDT
 DL2442
 DL2442                          STATION DESCRIPTION
 DL2442
 DL2442'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2442'9.8 MILES SOUTHWEST OF TOGO, 10.1 MILES SOUTH ALONG TRUNK HIGHWAY 65
 DL2442'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 IN TOGO, AT
 DL2442'TRUNK HIGHWAY 65 MILEPOINT 198.15, 28.2 FEET WEST OF TRUNK HIGHWAY 65,
 DL2442'20.5 FEEET NORTH OF A TRAIL (LINK LAKE TRAIL-FOREST ROAD), 1.5 FEET
 DL2442'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2443 ***********************************************************************
 DL2443  DESIGNATION -  3112 AF
 DL2443  PID         -  DL2443
 DL2443  STATE/COUNTY-  MN/ITASCA
 DL2443  COUNTRY     -  US
 DL2443  USGS QUAD   -  SHERRY LAKE (1964)
 DL2443
 DL2443                         *CURRENT SURVEY CONTROL
 DL2443  ______________________________________________________________________
 DL2443* NAD 83(2007) POSITION- 47 42 18.27351(N) 093 11 36.18226(W)   ADJUSTED  
 DL2443* NAD 83(2007) ELLIP HT-   389.335 (meters)        (04/01/09)   ADJUSTED
 DL2443* NAD 83(2007) EPOCH   -  2002.00
 DL2443* NAVD 88 ORTHO HEIGHT -   419.148  (meters)    1375.15  (feet) ADJUSTED  
 DL2443  ______________________________________________________________________
 DL2443  NAD 83(2007) X  -   -239,553.000 (meters)                     COMP
 DL2443  NAD 83(2007) Y  - -4,293,614.841 (meters)                     COMP
 DL2443  NAD 83(2007) Z  -  4,695,159.665 (meters)                     COMP
 DL2443  LAPLACE CORR    -         -4.73  (seconds)                    DEFLEC09
 DL2443  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 DL2443  DYNAMIC HEIGHT  -        419.205 (meters)     1375.34  (feet) COMP
 DL2443  MODELED GRAVITY -    980,734.9   (mgal)                       NAVD 88
 DL2443
 DL2443  HORZ ORDER      -  FIRST
 DL2443  VERT ORDER      -  SECOND    CLASS I
 DL2443  ELLP ORDER      -  SECOND    CLASS I
 DL2443
 DL2443.The horizontal coordinates were established by GPS observations
 DL2443.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2443
 DL2443.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2443.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2443
 DL2443.The horizontal coordinates are valid at the epoch date displayed above
 DL2443.which is a decimal equivalence of Year/Month/Day.
 DL2443
 DL2443.The orthometric height was determined by differential leveling and
 DL2443.adjusted in July 2011.
 DL2443
 DL2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2443
 DL2443.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2443
 DL2443.The ellipsoidal height was determined by GPS observations
 DL2443.and is referenced to NAD 83.
 DL2443
 DL2443.The dynamic height is computed by dividing the NAVD 88
 DL2443.geopotential number by the normal gravity value computed on the
 DL2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2443.degrees latitude (g = 980.6199 gals.).
 DL2443
 DL2443.The modeled gravity was interpolated from observed gravity values.
 DL2443
 DL2443. The following values were computed from the NAD 83(2007) position.
 DL2443
 DL2443;                    North         East     Units Scale Factor Converg.
 DL2443;SPC MN N     -   233,976.232   792,992.228   MT  0.99990539   -0 04 09.2
 DL2443;SPC MN N     -   767,637.02  2,601,675.33   sFT  0.99990539   -0 04 09.2
 DL2443;UTM  15      - 5,283,539.600   485,492.402   MT  0.99960259   -0 08 35.0
 DL2443
 DL2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2443!SPC MN N     -   0.99993898  x   0.99990539  =   0.99984438
 DL2443!UTM  15      -   0.99993898  x   0.99960259  =   0.99954159
 DL2443
 DL2443:                Primary Azimuth Mark                     Grid Az
 DL2443:SPC MN N     -  3112 AE                                  183 41 58.7
 DL2443:UTM  15      -  3112 AE                                  183 46 24.5
 DL2443
 DL2443|---------------------------------------------------------------------|
 DL2443| PID    Reference Object                     Distance      Geod. Az  |
 DL2443|                                                           dddmmss.s |
 DL2443| DL2442 3112 AE                             APPROX. 1.9 KM 1833749.5 |
 DL2443|---------------------------------------------------------------------|
 DL2443
 DL2443                          SUPERSEDED SURVEY CONTROL
 DL2443
 DL2443  NAVD 88 (04/01/09)  419.15   (m)         1375.2    (f) LEVELING    3  
 DL2443
 DL2443.Superseded values are not recommended for survey control.
 DL2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2443.See file dsdata.txt to determine how the superseded data were derived.
 DL2443
 DL2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8549283539(NAD 83)
 DL2443
 DL2443_MARKER: DD = SURVEY DISK
 DL2443_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2443_STAMPING: 3112 AF 2008
 DL2443_MARK LOGO: MNDT  
 DL2443_PROJECTION: RECESSED 5 CENTIMETERS
 DL2443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2443+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2010
 DL2443_ROD/PIPE-DEPTH: 12.2 meters
 DL2443
 DL2443  HISTORY     - Date     Condition        Report By
 DL2443  HISTORY     - 20080506 MONUMENTED       MNDT
 DL2443  HISTORY     - 20100127 GOOD             MNDT
 DL2443
 DL2443                          STATION DESCRIPTION
 DL2443
 DL2443'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2443'8.7 MILES SOUTHWEST OF TOGO, 8.85 MILES SOUTH ALONG TRUNK HIGHWAY 65
 DL2443'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 IN TOGO, AT
 DL2443'TRUNK HIGHWAY 65 MILEPOINT 199.35, 30.3 FEET WEST OF 65, 105.0 FEET
 DL2443'NORTH OF COUNTY ROAD 52, 67.0 FEET NORTH OF POWER POLE, 10.5 FEET
 DL2443'SOUTH OF ENTRANCE, 1.8 FEET EAST OF A WITNESS POST.
 DL2443
 DL2443                          STATION RECOVERY (2010)
 DL2443
 DL2443'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (ARR)
 DL2443'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2443'THE MARK IS 8.7 MILES SOUTHWEST OF TOGO, 8.85 MILES SOUTH ALONG TRUNK
 DL2443'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1
 DL2443'IN TOGO, AT TRUNK HIGHWAY 65 MILEPOINT 199.35, 30.3 FEET WEST OF TRUNK
 DL2443'HIGHWAY 65, 105.0 FEET NORTH OF COUNTY ROAD 52, 67.0 FEET NORTH OF
 DL2443'POWER POLE, 10.5 FEET SOUTH OF ENTRANCE, 1.8 FEET EAST OF A WITNESS
 DL2443'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2444 ***********************************************************************
 DL2444  DESIGNATION -  3112 AG
 DL2444  PID         -  DL2444
 DL2444  STATE/COUNTY-  MN/ITASCA
 DL2444  COUNTRY     -  US
 DL2444  USGS QUAD   -  SHERRY LAKE (1964)
 DL2444
 DL2444                         *CURRENT SURVEY CONTROL
 DL2444  ______________________________________________________________________
 DL2444* NAD 83(2007) POSITION- 47 44 56.37962(N) 093 11 24.78613(W)   ADJUSTED  
 DL2444* NAD 83(2007) ELLIP HT-   378.402 (meters)        (04/01/09)   ADJUSTED
 DL2444* NAD 83(2007) EPOCH   -  2002.00
 DL2444* NAVD 88 ORTHO HEIGHT -   408.246  (meters)    1339.39  (feet) ADJUSTED  
 DL2444  ______________________________________________________________________
 DL2444  NAD 83(2007) X  -   -239,114.277 (meters)                     COMP
 DL2444  NAD 83(2007) Y  - -4,290,012.893 (meters)                     COMP
 DL2444  NAD 83(2007) Z  -  4,698,436.432 (meters)                     COMP
 DL2444  LAPLACE CORR    -         -5.89  (seconds)                    DEFLEC09
 DL2444  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 DL2444  DYNAMIC HEIGHT  -        408.303 (meters)     1339.57  (feet) COMP
 DL2444  MODELED GRAVITY -    980,740.9   (mgal)                       NAVD 88
 DL2444
 DL2444  HORZ ORDER      -  FIRST
 DL2444  VERT ORDER      -  SECOND    CLASS I
 DL2444  ELLP ORDER      -  SECOND    CLASS I
 DL2444
 DL2444.The horizontal coordinates were established by GPS observations
 DL2444.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2444
 DL2444.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2444.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2444
 DL2444.The horizontal coordinates are valid at the epoch date displayed above
 DL2444.which is a decimal equivalence of Year/Month/Day.
 DL2444
 DL2444.The orthometric height was determined by differential leveling and
 DL2444.adjusted in July 2011.
 DL2444
 DL2444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2444
 DL2444.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2444
 DL2444.The ellipsoidal height was determined by GPS observations
 DL2444.and is referenced to NAD 83.
 DL2444
 DL2444.The dynamic height is computed by dividing the NAVD 88
 DL2444.geopotential number by the normal gravity value computed on the
 DL2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2444.degrees latitude (g = 980.6199 gals.).
 DL2444
 DL2444.The modeled gravity was interpolated from observed gravity values.
 DL2444
 DL2444. The following values were computed from the NAD 83(2007) position.
 DL2444
 DL2444;                    North         East     Units Scale Factor Converg.
 DL2444;SPC MN N     -   238,858.545   793,235.480   MT  0.99990395   -0 04 00.7
 DL2444;SPC MN N     -   783,655.08  2,602,473.40   sFT  0.99990395   -0 04 00.7
 DL2444;UTM  15      - 5,288,420.120   485,741.875   MT  0.99960250   -0 08 26.9
 DL2444
 DL2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2444!SPC MN N     -   0.99994069  x   0.99990395  =   0.99984465
 DL2444!UTM  15      -   0.99994069  x   0.99960250  =   0.99954322
 DL2444
 DL2444:                Primary Azimuth Mark                     Grid Az
 DL2444:SPC MN N     -  3112 K                                   179 01 42.1
 DL2444:UTM  15      -  3112 K                                   179 06 08.3
 DL2444
 DL2444|---------------------------------------------------------------------|
 DL2444| PID    Reference Object                     Distance      Geod. Az  |
 DL2444|                                                           dddmmss.s |
 DL2444| DI1776 3112 K                              APPROX. 1.7 KM 1785741.4 |
 DL2444|---------------------------------------------------------------------|
 DL2444
 DL2444                          SUPERSEDED SURVEY CONTROL
 DL2444
 DL2444  NAVD 88 (04/01/09)  408.25   (m)         1339.4    (f) LEVELING    3  
 DL2444
 DL2444.Superseded values are not recommended for survey control.
 DL2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2444.See file dsdata.txt to determine how the superseded data were derived.
 DL2444
 DL2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8574188420(NAD 83)
 DL2444
 DL2444_MARKER: DD = SURVEY DISK
 DL2444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2444_STAMPING: 3112 AG 2008
 DL2444_MARK LOGO: MNDT  
 DL2444_PROJECTION: RECESSED 5 CENTIMETERS
 DL2444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2444+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2444_ROD/PIPE-DEPTH: 18.3 meters
 DL2444
 DL2444  HISTORY     - Date     Condition        Report By
 DL2444  HISTORY     - 2008     MONUMENTED       MNDT
 DL2444
 DL2444                          STATION DESCRIPTION
 DL2444
 DL2444'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2444'5.6 MILES SOUTHWEST OF TOGO, 5.85 MILES SOUTH ALONG TRUNK HIGHWAY 65
 DL2444'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 IN TOGO, 0.3
 DL2444'MILES NORTH OF BRIDGE OVER THE BEAR RIVER, AT TRUNK HIGHWAY 65
 DL2444'MILEPOINT 202.35, 35.0 FEET EAST OF TRUNK HIGHWAY 65, 3.6 FEET WEST OF
 DL2444'POWER POLE, 24.0 FEET NORTH OF A TRAIL, 81.0 FEET EAST OF BENCH MARK K
 DL2444'270, 1.7 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1772 ***********************************************************************
 DI1772  DESIGNATION -  3112 F
 DI1772  PID         -  DI1772
 DI1772  STATE/COUNTY-  MN/ITASCA
 DI1772  COUNTRY     -  US
 DI1772  USGS QUAD   -  TOGO (1970)
 DI1772
 DI1772                         *CURRENT SURVEY CONTROL
 DI1772  ______________________________________________________________________
 DI1772* NAD 83(2007) POSITION- 47 48 24.17509(N) 093 10 08.60578(W)   ADJUSTED  
 DI1772* NAD 83(2007) ELLIP HT-   373.047 (meters)        (04/01/09)   ADJUSTED
 DI1772* NAD 83(2007) EPOCH   -  2002.00
 DI1772* NAVD 88 ORTHO HEIGHT -   402.949  (meters)    1322.01  (feet) ADJUSTED  
 DI1772  ______________________________________________________________________
 DI1772  NAD 83(2007) X  -   -237,266.867 (meters)                     COMP
 DI1772  NAD 83(2007) Y  - -4,285,351.667 (meters)                     COMP
 DI1772  NAD 83(2007) Z  -  4,702,745.501 (meters)                     COMP
 DI1772  LAPLACE CORR    -         -6.47  (seconds)                    DEFLEC09
 DI1772  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 DI1772  DYNAMIC HEIGHT  -        403.009 (meters)     1322.21  (feet) COMP
 DI1772  MODELED GRAVITY -    980,748.6   (mgal)                       NAVD 88
 DI1772
 DI1772  HORZ ORDER      -  FIRST
 DI1772  VERT ORDER      -  SECOND    CLASS I
 DI1772  ELLP ORDER      -  SECOND    CLASS I
 DI1772
 DI1772.The horizontal coordinates were established by GPS observations
 DI1772.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI1772
 DI1772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1772.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1772
 DI1772.The horizontal coordinates are valid at the epoch date displayed above
 DI1772.which is a decimal equivalence of Year/Month/Day.
 DI1772
 DI1772.The orthometric height was determined by differential leveling and
 DI1772.adjusted in December 2006.
 DI1772
 DI1772.Photographs are available for this station.
 DI1772
 DI1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1772
 DI1772.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1772
 DI1772.The ellipsoidal height was determined by GPS observations
 DI1772.and is referenced to NAD 83.
 DI1772
 DI1772.The dynamic height is computed by dividing the NAVD 88
 DI1772.geopotential number by the normal gravity value computed on the
 DI1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1772.degrees latitude (g = 980.6199 gals.).
 DI1772
 DI1772.The modeled gravity was interpolated from observed gravity values.
 DI1772
 DI1772. The following values were computed from the NAD 83(2007) position.
 DI1772
 DI1772;                    North         East     Units Scale Factor Converg.
 DI1772;SPC MN N     -   245,274.051   794,827.868   MT  0.99990294   -0 03 04.3
 DI1772;SPC MN N     -   804,703.28  2,607,697.76   sFT  0.99990294   -0 03 04.3
 DI1772;UTM  15      - 5,294,831.632   487,342.064   MT  0.99960197   -0 07 30.9
 DI1772
 DI1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1772!SPC MN N     -   0.99994153  x   0.99990294  =   0.99984448
 DI1772!UTM  15      -   0.99994153  x   0.99960197  =   0.99954353
 DI1772
 DI1772:                Primary Azimuth Mark                     Grid Az
 DI1772:SPC MN N     -  3112 G                                   176 51 44.0
 DI1772:UTM  15      -  3112 G                                   176 56 10.6
 DI1772
 DI1772|---------------------------------------------------------------------|
 DI1772| PID    Reference Object                     Distance      Geod. Az  |
 DI1772|                                                           dddmmss.s |
 DI1772| DI1773 3112 G                              APPROX. 1.6 KM 1764839.7 |
 DI1772|---------------------------------------------------------------------|
 DI1772
 DI1772                          SUPERSEDED SURVEY CONTROL
 DI1772
 DI1772  NAVD 88 (04/01/09)  402.95   (m)         1322.0    (f) LEVELING    3  
 DI1772
 DI1772.Superseded values are not recommended for survey control.
 DI1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1772.See file dsdata.txt to determine how the superseded data were derived.
 DI1772
 DI1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8734294831(NAD 83)
 DI1772
 DI1772_MARKER: DD = SURVEY DISK
 DI1772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1772_STAMPING: 3112 F 2005
 DI1772_MARK LOGO: MNDT  
 DI1772_PROJECTION: FLUSH
 DI1772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1772+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DI1772_ROD/PIPE-DEPTH:  4.6 meters
 DI1772
 DI1772  HISTORY     - Date     Condition        Report By
 DI1772  HISTORY     - 2005     MONUMENTED       MNDT
 DI1772  HISTORY     - 20080428 GOOD             MNDT
 DI1772
 DI1772                          STATION DESCRIPTION
 DI1772
 DI1772'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1772'1.0 MILES SOUTH OF TOGO, 1.0 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1772'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1772'TRUNK HIGHWAY 65 MILE POINT 207.15, 28.8 FEET WEST OF TRUNK HIGHWAY
 DI1772'65, 1.0 FEET EAST OF WITNESS POST.
 DI1772
 DI1772                          STATION RECOVERY (2008)
 DI1772
 DI1772'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI1772'1 MILE SOUTH OF TOGO, 1.0 MILE SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1772'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1772'TRUNK HIGHWAY 65 MILEPOINT 207.15, 28.8 FEET WEST OF TRUNK HIGHWAY 65,
 DI1772'1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1773 ***********************************************************************
 DI1773  DESIGNATION -  3112 G
 DI1773  PID         -  DI1773
 DI1773  STATE/COUNTY-  MN/ITASCA
 DI1773  COUNTRY     -  US
 DI1773  USGS QUAD   -  TOGO (1970)
 DI1773
 DI1773                         *CURRENT SURVEY CONTROL
 DI1773  ______________________________________________________________________
 DI1773* NAD 83(2007) POSITION- 47 47 32.72216(N) 093 10 04.35158(W)   ADJUSTED  
 DI1773* NAD 83(2007) ELLIP HT-   373.523 (meters)        (04/01/09)   ADJUSTED
 DI1773* NAD 83(2007) EPOCH   -  2002.00
 DI1773* NAVD 88 ORTHO HEIGHT -   403.426  (meters)    1323.57  (feet) ADJUSTED  
 DI1773  ______________________________________________________________________
 DI1773  NAD 83(2007) X  -   -237,243.559 (meters)                     COMP
 DI1773  NAD 83(2007) Y  - -4,286,532.375 (meters)                     COMP
 DI1773  NAD 83(2007) Z  -  4,701,678.331 (meters)                     COMP
 DI1773  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC09
 DI1773  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 DI1773  DYNAMIC HEIGHT  -        403.485 (meters)     1323.77  (feet) COMP
 DI1773  MODELED GRAVITY -    980,746.4   (mgal)                       NAVD 88
 DI1773
 DI1773  HORZ ORDER      -  FIRST
 DI1773  VERT ORDER      -  SECOND    CLASS I
 DI1773  ELLP ORDER      -  SECOND    CLASS I
 DI1773
 DI1773.The horizontal coordinates were established by GPS observations
 DI1773.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI1773
 DI1773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1773.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1773
 DI1773.The horizontal coordinates are valid at the epoch date displayed above
 DI1773.which is a decimal equivalence of Year/Month/Day.
 DI1773
 DI1773.The orthometric height was determined by differential leveling and
 DI1773.adjusted in December 2006.
 DI1773
 DI1773.Photographs are available for this station.
 DI1773
 DI1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1773
 DI1773.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1773
 DI1773.The ellipsoidal height was determined by GPS observations
 DI1773.and is referenced to NAD 83.
 DI1773
 DI1773.The dynamic height is computed by dividing the NAVD 88
 DI1773.geopotential number by the normal gravity value computed on the
 DI1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1773.degrees latitude (g = 980.6199 gals.).
 DI1773
 DI1773.The modeled gravity was interpolated from observed gravity values.
 DI1773
 DI1773. The following values were computed from the NAD 83(2007) position.
 DI1773
 DI1773;                    North         East     Units Scale Factor Converg.
 DI1773;SPC MN N     -   243,684.997   794,914.979   MT  0.99990310   -0 03 01.1
 DI1773;SPC MN N     -   799,489.86  2,607,983.56   sFT  0.99990310   -0 03 01.1
 DI1773;UTM  15      - 5,293,242.946   487,427.096   MT  0.99960194   -0 07 27.7
 DI1773
 DI1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1773!SPC MN N     -   0.99994146  x   0.99990310  =   0.99984456
 DI1773!UTM  15      -   0.99994146  x   0.99960194  =   0.99954342
 DI1773
 DI1773:                Primary Azimuth Mark                     Grid Az
 DI1773:SPC MN N     -  3112 H                                   178 44 18.0
 DI1773:UTM  15      -  3112 H                                   178 48 44.6
 DI1773
 DI1773|---------------------------------------------------------------------|
 DI1773| PID    Reference Object                     Distance      Geod. Az  |
 DI1773|                                                           dddmmss.s |
 DI1773| DI1774 3112 H                              APPROX. 1.3 KM 1784116.9 |
 DI1773| DI1772 3112 F                              APPROX. 1.6 KM 3564842.8 |
 DI1773|---------------------------------------------------------------------|
 DI1773
 DI1773                          SUPERSEDED SURVEY CONTROL
 DI1773
 DI1773  NAVD 88 (04/01/09)  403.43   (m)         1323.6    (f) LEVELING    3  
 DI1773
 DI1773.Superseded values are not recommended for survey control.
 DI1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1773.See file dsdata.txt to determine how the superseded data were derived.
 DI1773
 DI1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8742793242(NAD 83)
 DI1773
 DI1773_MARKER: DD = SURVEY DISK
 DI1773_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DI1773_STAMPING: 3112 G 2005
 DI1773_MARK LOGO: MNDT  
 DI1773_PROJECTION: RECESSED 3 CENTIMETERS
 DI1773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1773+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DI1773_ROD/PIPE-DEPTH:  3.0 meters
 DI1773
 DI1773  HISTORY     - Date     Condition        Report By
 DI1773  HISTORY     - 2005     MONUMENTED       MNDT
 DI1773  HISTORY     - 20080428 GOOD             MNDT
 DI1773
 DI1773                          STATION DESCRIPTION
 DI1773
 DI1773'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1773'2.0 MILES SOUTH OF TOGO, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1773'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1773'TRUNK HIGHWAY 65 MILE POINT 206.15, 31.8 FEET EAST OF TRUNK HIGHWAY
 DI1773'65, 7.1 FEET NORTH OF FENCE CORNER, 1.0 FEET WEST OF WITNESS POST.
 DI1773
 DI1773                          STATION RECOVERY (2008)
 DI1773
 DI1773'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI1773'2 MILES SOUTH OF TOGO, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1773'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1773'TRUNK HIGHWAY 65 MILEPOINT 206.15, 31.8 FEET EAST OF TRUNK HIGHWAY 65,
 DI1773'7.1 FEET NORTH OF FENCE CORNER, 1 FOOT WEST OF WITNESS POST.  ALUMINUM
 DI1773'ROD AND DISK, ROD DEPTH IS 10 FT (3.0 M), DISK RECESSED 1 INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1774 ***********************************************************************
 DI1774  DESIGNATION -  3112 H
 DI1774  PID         -  DI1774
 DI1774  STATE/COUNTY-  MN/ITASCA
 DI1774  COUNTRY     -  US
 DI1774  USGS QUAD   -  TOGO (1970)
 DI1774
 DI1774                         *CURRENT SURVEY CONTROL
 DI1774  ______________________________________________________________________
 DI1774* NAD 83(2007) POSITION- 47 46 50.54245(N) 093 10 02.91837(W)   ADJUSTED  
 DI1774* NAD 83(2007) ELLIP HT-   375.376 (meters)        (04/01/09)   ADJUSTED
 DI1774* NAD 83(2007) EPOCH   -  2002.00
 DI1774* NAVD 88 ORTHO HEIGHT -   405.282  (meters)    1329.66  (feet) ADJUSTED  
 DI1774  ______________________________________________________________________
 DI1774  NAD 83(2007) X  -   -237,267.159 (meters)                     COMP
 DI1774  NAD 83(2007) Y  - -4,287,498.707 (meters)                     COMP
 DI1774  NAD 83(2007) Z  -  4,700,804.360 (meters)                     COMP
 DI1774  LAPLACE CORR    -         -6.40  (seconds)                    DEFLEC09
 DI1774  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 DI1774  DYNAMIC HEIGHT  -        405.341 (meters)     1329.86  (feet) COMP
 DI1774  MODELED GRAVITY -    980,744.6   (mgal)                       NAVD 88
 DI1774
 DI1774  HORZ ORDER      -  FIRST
 DI1774  VERT ORDER      -  SECOND    CLASS I
 DI1774  ELLP ORDER      -  SECOND    CLASS I
 DI1774
 DI1774.The horizontal coordinates were established by GPS observations
 DI1774.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI1774
 DI1774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1774.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1774
 DI1774.The horizontal coordinates are valid at the epoch date displayed above
 DI1774.which is a decimal equivalence of Year/Month/Day.
 DI1774
 DI1774.The orthometric height was determined by differential leveling and
 DI1774.adjusted in December 2006.
 DI1774
 DI1774.Photographs are available for this station.
 DI1774
 DI1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1774
 DI1774.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1774
 DI1774.The ellipsoidal height was determined by GPS observations
 DI1774.and is referenced to NAD 83.
 DI1774
 DI1774.The dynamic height is computed by dividing the NAVD 88
 DI1774.geopotential number by the normal gravity value computed on the
 DI1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1774.degrees latitude (g = 980.6199 gals.).
 DI1774
 DI1774.The modeled gravity was interpolated from observed gravity values.
 DI1774
 DI1774. The following values were computed from the NAD 83(2007) position.
 DI1774
 DI1774;                    North         East     Units Scale Factor Converg.
 DI1774;SPC MN N     -   242,382.375   794,943.667   MT  0.99990327   -0 03 00.1
 DI1774;SPC MN N     -   795,216.18  2,608,077.68   sFT  0.99990327   -0 03 00.1
 DI1774;UTM  15      - 5,291,940.680   487,454.094   MT  0.99960193   -0 07 26.5
 DI1774
 DI1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1774!SPC MN N     -   0.99994117  x   0.99990327  =   0.99984444
 DI1774!UTM  15      -   0.99994117  x   0.99960193  =   0.99954312
 DI1774
 DI1774:                Primary Azimuth Mark                     Grid Az
 DI1774:SPC MN N     -  3112 G                                   358 44 18.1
 DI1774:UTM  15      -  3112 G                                   358 48 44.5
 DI1774
 DI1774|---------------------------------------------------------------------|
 DI1774| PID    Reference Object                     Distance      Geod. Az  |
 DI1774|                                                           dddmmss.s |
 DI1774| DI1773 3112 G                              APPROX. 1.3 KM 3584118.0 |
 DI1774|---------------------------------------------------------------------|
 DI1774
 DI1774                          SUPERSEDED SURVEY CONTROL
 DI1774
 DI1774  NAVD 88 (04/01/09)  405.28   (m)         1329.7    (f) LEVELING    3  
 DI1774
 DI1774.Superseded values are not recommended for survey control.
 DI1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1774.See file dsdata.txt to determine how the superseded data were derived.
 DI1774
 DI1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8745491940(NAD 83)
 DI1774
 DI1774_MARKER: DD = SURVEY DISK
 DI1774_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DI1774_STAMPING: 3112 H 2005
 DI1774_MARK LOGO: MNDT  
 DI1774_PROJECTION: RECESSED 8 CENTIMETERS
 DI1774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1774+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DI1774_ROD/PIPE-DEPTH:  3.0 meters
 DI1774
 DI1774  HISTORY     - Date     Condition        Report By
 DI1774  HISTORY     - 2005     MONUMENTED       MNDT
 DI1774  HISTORY     - 20080428 GOOD             MNDT
 DI1774
 DI1774                          STATION DESCRIPTION
 DI1774
 DI1774'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1774'3.0 MILES SOUTH OF TOGO, 2.80 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1774'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1774'TRUNK HIGHWAY 65 MILE POINT 205.40, 44.6 FEET WEST OF TRUNK HIGHWAY
 DI1774'65, 21.4 FEET SOUTH OF GRAVEL ROAD WEST, 1.0 FEET EAST OF WITNESS
 DI1774'POST.
 DI1774
 DI1774                          STATION RECOVERY (2008)
 DI1774
 DI1774'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI1774'3 MILES SOUTH OF TOGO, 2.80 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1774'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1774'TRUNK HIGHWAY 65 MILEPOINT 205.40, 44.6 FEET WEST OF TRUNK HIGHWAY 65,
 DI1774'21.4 FEET SOUTH OF BULLOCK ROAD (GRAVEL ROAD) WEST, 1.0 FOOT EAST OF
 DI1774'WITNESS POST.  ALUMINUM ROD AND DISK, ROD DEPTH IS 10 FT (3.0 M), DISK
 DI1774'RECESSED 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1775 ***********************************************************************
 DI1775  DESIGNATION -  3112 J
 DI1775  PID         -  DI1775
 DI1775  STATE/COUNTY-  MN/ITASCA
 DI1775  COUNTRY     -  US
 DI1775  USGS QUAD   -  TOGO (1970)
 DI1775
 DI1775                         *CURRENT SURVEY CONTROL
 DI1775  ______________________________________________________________________
 DI1775* NAD 83(1986) POSITION- 47 46 00.15   (N) 093 10 07.96   (W)   HD_HELD1  
 DI1775* NAVD 88 ORTHO HEIGHT -   410.197  (meters)    1345.79  (feet) ADJUSTED  
 DI1775  ______________________________________________________________________
 DI1775  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 DI1775  DYNAMIC HEIGHT  -        410.255 (meters)     1345.98  (feet) COMP
 DI1775  MODELED GRAVITY -    980,742.5   (mgal)                       NAVD 88
 DI1775
 DI1775  VERT ORDER      -  SECOND    CLASS I
 DI1775
 DI1775.The horizontal coordinates were established by differentially corrected
 DI1775.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI1775.
 DI1775.The orthometric height was determined by differential leveling and
 DI1775.adjusted in December 2006.
 DI1775
 DI1775.Photographs are available for this station.
 DI1775
 DI1775.The dynamic height is computed by dividing the NAVD 88
 DI1775.geopotential number by the normal gravity value computed on the
 DI1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1775.degrees latitude (g = 980.6199 gals.).
 DI1775
 DI1775.The modeled gravity was interpolated from observed gravity values.
 DI1775
 DI1775;                    North         East    Units  Estimated Accuracy
 DI1775;SPC MN N     -   240,826.2     794,837.3     MT  (+/- 3 meters HH1 GPS) 
 DI1775
 DI1775                          SUPERSEDED SURVEY CONTROL
 DI1775
 DI1775.No superseded survey control is available for this station.
 DI1775
 DI1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8734590385(NAD 83)
 DI1775
 DI1775_MARKER: DD = SURVEY DISK
 DI1775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1775_STAMPING: 3112 J 2005
 DI1775_MARK LOGO: MNDT  
 DI1775_PROJECTION: RECESSED 3 CENTIMETERS
 DI1775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI1775+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DI1775_ROD/PIPE-DEPTH:  4.6 meters
 DI1775
 DI1775  HISTORY     - Date     Condition        Report By
 DI1775  HISTORY     - 2005     MONUMENTED       MNDT
 DI1775  HISTORY     - 20080428 GOOD             MNDT
 DI1775
 DI1775                          STATION DESCRIPTION
 DI1775
 DI1775'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1775'4.0 MILES SOUTH OF TOGO, 3.8 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1775'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1775'TRUNK HIGHWAY 65 MILE POINT 204.40, 65.5 FEET SOUTH EAST OF TRUNK
 DI1775'HIGHWAY 65, 21.0 FEET SOUTH OF GRAVEL ROAD EAST, 1.0 FEET WEST OF
 DI1775'WITNESS POST.
 DI1775
 DI1775                          STATION RECOVERY (2008)
 DI1775
 DI1775'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI1775'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHWEST OF SIDE LAKE,
 DI1775'4.1 MI (6.6 KM) WEST OF BEAR RIVER AND 3.8 MI (6.1 KM) SOUTH OF TOGO.
 DI1775'TO REACH TO THE MARK GO 4.0 MI (6.4 KM) SOUTH OF TOGO, 3.8 MI (6.1 KM)
 DI1775'SOUTH ALONG TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND
 DI1775'TRUNK HIGHWAY 1 WEST IN TOGO, AT TRUNK HIGHWAY 65 MILE POINT 204.40,
 DI1775'65.5 FT (20.0 M) SOUTH EAST OF TRUNK HIGHWAY 65, 21.0 FT (6.4 M) SOUTH
 DI1775'OF GRAVEL ROAD EAST, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI1776 ***********************************************************************
 DI1776  DESIGNATION -  3112 K
 DI1776  PID         -  DI1776
 DI1776  STATE/COUNTY-  MN/ITASCA
 DI1776  COUNTRY     -  US
 DI1776  USGS QUAD   -  SHERRY LAKE (1964)
 DI1776
 DI1776                         *CURRENT SURVEY CONTROL
 DI1776  ______________________________________________________________________
 DI1776* NAD 83(2007) POSITION- 47 44 02.67082(N) 093 11 23.34298(W)   ADJUSTED  
 DI1776* NAD 83(2007) ELLIP HT-   380.699 (meters)        (04/01/09)   ADJUSTED
 DI1776* NAD 83(2007) EPOCH   -  2002.00
 DI1776* NAVD 88 ORTHO HEIGHT -   410.526  (meters)    1346.87  (feet) ADJUSTED  
 DI1776  ______________________________________________________________________
 DI1776  NAD 83(2007) X  -   -239,152.666 (meters)                     COMP
 DI1776  NAD 83(2007) Y  - -4,291,241.978 (meters)                     COMP
 DI1776  NAD 83(2007) Z  -  4,697,322.571 (meters)                     COMP
 DI1776  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC09
 DI1776  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 DI1776  DYNAMIC HEIGHT  -        410.583 (meters)     1347.05  (feet) COMP
 DI1776  MODELED GRAVITY -    980,738.7   (mgal)                       NAVD 88
 DI1776
 DI1776  HORZ ORDER      -  FIRST
 DI1776  VERT ORDER      -  SECOND    CLASS I
 DI1776  ELLP ORDER      -  SECOND    CLASS I
 DI1776
 DI1776.The horizontal coordinates were established by GPS observations
 DI1776.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI1776
 DI1776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI1776.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI1776
 DI1776.The horizontal coordinates are valid at the epoch date displayed above
 DI1776.which is a decimal equivalence of Year/Month/Day.
 DI1776
 DI1776.The orthometric height was determined by differential leveling and
 DI1776.adjusted in December 2006.
 DI1776
 DI1776.Photographs are available for this station.
 DI1776
 DI1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI1776
 DI1776.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI1776
 DI1776.The ellipsoidal height was determined by GPS observations
 DI1776.and is referenced to NAD 83.
 DI1776
 DI1776.The dynamic height is computed by dividing the NAVD 88
 DI1776.geopotential number by the normal gravity value computed on the
 DI1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1776.degrees latitude (g = 980.6199 gals.).
 DI1776
 DI1776.The modeled gravity was interpolated from observed gravity values.
 DI1776
 DI1776. The following values were computed from the NAD 83(2007) position.
 DI1776
 DI1776;                    North         East     Units Scale Factor Converg.
 DI1776;SPC MN N     -   237,199.884   793,263.610   MT  0.99990437   -0 03 59.7
 DI1776;SPC MN N     -   778,213.29  2,602,565.69   sFT  0.99990437   -0 03 59.7
 DI1776;UTM  15      - 5,286,761.924   485,767.857   MT  0.99960249   -0 08 25.7
 DI1776
 DI1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1776!SPC MN N     -   0.99994033  x   0.99990437  =   0.99984471
 DI1776!UTM  15      -   0.99994033  x   0.99960249  =   0.99954285
 DI1776
 DI1776:                Primary Azimuth Mark                     Grid Az
 DI1776:SPC MN N     -  3112 AG                                  359 01 42.2
 DI1776:UTM  15      -  3112 AG                                  359 06 08.2
 DI1776
 DI1776|---------------------------------------------------------------------|
 DI1776| PID    Reference Object                     Distance      Geod. Az  |
 DI1776|                                                           dddmmss.s |
 DI1776| DL2444 3112 AG                             APPROX. 1.7 KM 3585742.5 |
 DI1776|---------------------------------------------------------------------|
 DI1776
 DI1776                          SUPERSEDED SURVEY CONTROL
 DI1776
 DI1776  NAVD 88 (04/01/09)  410.53   (m)         1346.9    (f) LEVELING    3  
 DI1776
 DI1776.Superseded values are not recommended for survey control.
 DI1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI1776.See file dsdata.txt to determine how the superseded data were derived.
 DI1776
 DI1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8576786761(NAD 83)
 DI1776
 DI1776_MARKER: DD = SURVEY DISK
 DI1776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI1776_STAMPING: 3112 K 2005
 DI1776_MARK LOGO: MNDT  
 DI1776_PROJECTION: RECESSED 5 CENTIMETERS
 DI1776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1776+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2010
 DI1776_ROD/PIPE-DEPTH:  7.6 meters
 DI1776
 DI1776  HISTORY     - Date     Condition        Report By
 DI1776  HISTORY     - 20050726 MONUMENTED       MNDT
 DI1776  HISTORY     - 20080428 GOOD             MNDT
 DI1776  HISTORY     - 20100127 GOOD             MNDT
 DI1776
 DI1776                          STATION DESCRIPTION
 DI1776
 DI1776'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI1776'6.0 MILES SOUTH OF TOGO, 6.75 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1776'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1776'TRUNK HIGHWAY 65 MILE POINT 201.4, 37.2 FEET WEST OF TRUNK HIGHWAY 65,
 DI1776'25.0 FEET SOUTH OF ENTRANCE, 1.0 FEET EAST OF WITNESS POST.
 DI1776
 DI1776                          STATION RECOVERY (2008)
 DI1776
 DI1776'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI1776'6.8 MILES SOUTH OF TOGO, 6.75 MILES SOUTH ALONG TRUNK HIGHWAY 65 FROM
 DI1776'JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST IN TOGO, AT
 DI1776'TRUNK HIGHWAY 65 MILEPOINT 201.4, 37.2 FEET WEST OF TRUNK HIGHWAY 65,
 DI1776'25.0 FEET SOUTH OF ENTRANCE, 1.0 FOOT EAST OF WITNESS POST.
 DI1776
 DI1776                          STATION RECOVERY (2010)
 DI1776
 DI1776'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DKH)
 DI1776'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI1776'THE MARK IS 6.8 MILES SOUTH OF TOGO, 6.75 MILES SOUTH ALONG TRUNK
 DI1776'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 WEST
 DI1776'IN TOGO, AT TRUNK HIGHWAY 65 MILEPOINT 201.4, 37.2 FEET WEST OF TRUNK
 DI1776'HIGHWAY 65, 25.0 FEET SOUTH OF ENTRANCE, 1.0 FOOT EAST OF WITNESS
 DI1776'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2445 ***********************************************************************
 DL2445  DESIGNATION -  3112 L
 DL2445  PID         -  DL2445
 DL2445  STATE/COUNTY-  MN/ITASCA
 DL2445  COUNTRY     -  US
 DL2445  USGS QUAD   -  SHERRY LAKE (1964)
 DL2445
 DL2445                         *CURRENT SURVEY CONTROL
 DL2445  ______________________________________________________________________
 DL2445* NAD 83(2007) POSITION- 47 38 47.74667(N) 093 11 43.63257(W)   ADJUSTED  
 DL2445* NAD 83(2007) ELLIP HT-   420.624 (meters)        (04/01/09)   ADJUSTED
 DL2445* NAD 83(2007) EPOCH   -  2002.00
 DL2445* NAVD 88 ORTHO HEIGHT -   450.386  (meters)    1477.64  (feet) ADJUSTED  
 DL2445  ______________________________________________________________________
 DL2445  NAD 83(2007) X  -   -239,977.244 (meters)                     COMP
 DL2445  NAD 83(2007) Y  - -4,298,427.291 (meters)                     COMP
 DL2445  NAD 83(2007) Z  -  4,690,804.562 (meters)                     COMP
 DL2445  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC09
 DL2445  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 DL2445  DYNAMIC HEIGHT  -        450.445 (meters)     1477.84  (feet) COMP
 DL2445  MODELED GRAVITY -    980,728.3   (mgal)                       NAVD 88
 DL2445
 DL2445  HORZ ORDER      -  FIRST
 DL2445  VERT ORDER      -  SECOND    CLASS I
 DL2445  ELLP ORDER      -  SECOND    CLASS I
 DL2445
 DL2445.The horizontal coordinates were established by GPS observations
 DL2445.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2445
 DL2445.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2445.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2445
 DL2445.The horizontal coordinates are valid at the epoch date displayed above
 DL2445.which is a decimal equivalence of Year/Month/Day.
 DL2445
 DL2445.The orthometric height was determined by differential leveling and
 DL2445.adjusted in July 2011.
 DL2445
 DL2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2445
 DL2445.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2445
 DL2445.The ellipsoidal height was determined by GPS observations
 DL2445.and is referenced to NAD 83.
 DL2445
 DL2445.The dynamic height is computed by dividing the NAVD 88
 DL2445.geopotential number by the normal gravity value computed on the
 DL2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2445.degrees latitude (g = 980.6199 gals.).
 DL2445
 DL2445.The modeled gravity was interpolated from observed gravity values.
 DL2445
 DL2445. The following values were computed from the NAD 83(2007) position.
 DL2445
 DL2445;                    North         East     Units Scale Factor Converg.
 DL2445;SPC MN N     -   227,475.028   792,828.897   MT  0.99990822   -0 04 14.7
 DL2445;SPC MN N     -   746,307.65  2,601,139.47   sFT  0.99990822   -0 04 14.7
 DL2445;UTM  15      - 5,277,040.588   485,320.754   MT  0.99960265   -0 08 40.0
 DL2445
 DL2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2445!SPC MN N     -   0.99993408  x   0.99990822  =   0.99984230
 DL2445!UTM  15      -   0.99993408  x   0.99960265  =   0.99953675
 DL2445
 DL2445:                Primary Azimuth Mark                     Grid Az
 DL2445:SPC MN N     -  3112 AD                                  358 14 40.4
 DL2445:UTM  15      -  3112 AD                                  358 19 05.7
 DL2445
 DL2445|---------------------------------------------------------------------|
 DL2445| PID    Reference Object                     Distance      Geod. Az  |
 DL2445|                                                           dddmmss.s |
 DL2445| DL2441 3112 AD                             APPROX. 1.4 KM 3581025.7 |
 DL2445|---------------------------------------------------------------------|
 DL2445
 DL2445                          SUPERSEDED SURVEY CONTROL
 DL2445
 DL2445  NAVD 88 (04/01/09)  450.39   (m)         1477.7    (f) LEVELING    3  
 DL2445
 DL2445.Superseded values are not recommended for survey control.
 DL2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2445.See file dsdata.txt to determine how the superseded data were derived.
 DL2445
 DL2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8532077040(NAD 83)
 DL2445
 DL2445_MARKER: DD = SURVEY DISK
 DL2445_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2445_STAMPING: 3112 L 2005
 DL2445_MARK LOGO: MNDT  
 DL2445_PROJECTION: FLUSH
 DL2445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2445+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2008
 DL2445_ROD/PIPE-DEPTH:  4.3 meters
 DL2445
 DL2445  HISTORY     - Date     Condition        Report By
 DL2445  HISTORY     - 2005     MONUMENTED       MNDT
 DL2445  HISTORY     - 20080514 GOOD             MNDT
 DL2445
 DL2445                          STATION DESCRIPTION
 DL2445
 DL2445'DESCRIBED BY MN DEPT OF TRANSP 2008 (KMS)
 DL2445'20 MILES NORTH OF NASHWAUK, 20.55 MILES NORTH ALONG TRUNK HIGHWAY 65
 DL2445'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DL2445'AT TRUNK HIGHWAY 65 MILEPOST 195.35, 40 FEET WEST OF TRUNK HIGHWAY 65,
 DL2445'23.5 FEET NORTH OF ENTRANCE WEST, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2446 ***********************************************************************
 DL2446  DESIGNATION -  3112 M
 DL2446  PID         -  DL2446
 DL2446  STATE/COUNTY-  MN/ITASCA
 DL2446  COUNTRY     -  US
 DL2446  USGS QUAD   -  SHERRY LAKE (1964)
 DL2446
 DL2446                         *CURRENT SURVEY CONTROL
 DL2446  ______________________________________________________________________
 DL2446* NAD 83(2007) POSITION- 47 37 59.01878(N) 093 11 43.96955(W)   ADJUSTED  
 DL2446* NAD 83(2007) ELLIP HT-   398.636 (meters)        (04/01/09)   ADJUSTED
 DL2446* NAD 83(2007) EPOCH   -  2002.00
 DL2446* NAVD 88 ORTHO HEIGHT -   428.416  (meters)    1405.56  (feet) ADJUSTED  
 DL2446  ______________________________________________________________________
 DL2446  NAD 83(2007) X  -   -240,045.433 (meters)                     COMP
 DL2446  NAD 83(2007) Y  - -4,299,522.473 (meters)                     COMP
 DL2446  NAD 83(2007) Z  -  4,689,774.248 (meters)                     COMP
 DL2446  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC09
 DL2446  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 DL2446  DYNAMIC HEIGHT  -        428.471 (meters)     1405.74  (feet) COMP
 DL2446  MODELED GRAVITY -    980,727.1   (mgal)                       NAVD 88
 DL2446
 DL2446  HORZ ORDER      -  FIRST
 DL2446  VERT ORDER      -  SECOND    CLASS I
 DL2446  ELLP ORDER      -  SECOND    CLASS I
 DL2446
 DL2446.The horizontal coordinates were established by GPS observations
 DL2446.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2446
 DL2446.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2446.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2446
 DL2446.The horizontal coordinates are valid at the epoch date displayed above
 DL2446.which is a decimal equivalence of Year/Month/Day.
 DL2446
 DL2446.The orthometric height was determined by differential leveling and
 DL2446.adjusted in July 2011.
 DL2446
 DL2446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2446
 DL2446.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2446
 DL2446.The ellipsoidal height was determined by GPS observations
 DL2446.and is referenced to NAD 83.
 DL2446
 DL2446.The dynamic height is computed by dividing the NAVD 88
 DL2446.geopotential number by the normal gravity value computed on the
 DL2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2446.degrees latitude (g = 980.6199 gals.).
 DL2446
 DL2446.The modeled gravity was interpolated from observed gravity values.
 DL2446
 DL2446. The following values were computed from the NAD 83(2007) position.
 DL2446
 DL2446;                    North         East     Units Scale Factor Converg.
 DL2446;SPC MN N     -   225,970.251   792,820.004   MT  0.99990903   -0 04 15.0
 DL2446;SPC MN N     -   741,370.73  2,601,110.30   sFT  0.99990903   -0 04 15.0
 DL2446;UTM  15      - 5,275,536.284   485,309.930   MT  0.99960265   -0 08 40.1
 DL2446
 DL2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2446!SPC MN N     -   0.99993752  x   0.99990903  =   0.99984656
 DL2446!UTM  15      -   0.99993752  x   0.99960265  =   0.99954020
 DL2446
 DL2446:                Primary Azimuth Mark                     Grid Az
 DL2446:SPC MN N     -  3112 L                                   000 20 18.9
 DL2446:UTM  15      -  3112 L                                   000 24 44.0
 DL2446
 DL2446|---------------------------------------------------------------------|
 DL2446| PID    Reference Object                     Distance      Geod. Az  |
 DL2446|                                                           dddmmss.s |
 DL2446| DL2445 3112 L                              APPROX. 1.5 KM 0001603.9 |
 DL2446|---------------------------------------------------------------------|
 DL2446
 DL2446                          SUPERSEDED SURVEY CONTROL
 DL2446
 DL2446  NAVD 88 (04/01/09)  428.42   (m)         1405.6    (f) LEVELING    3  
 DL2446
 DL2446.Superseded values are not recommended for survey control.
 DL2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2446.See file dsdata.txt to determine how the superseded data were derived.
 DL2446
 DL2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8530975536(NAD 83)
 DL2446
 DL2446_MARKER: DD = SURVEY DISK
 DL2446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2446_STAMPING: 3112 M 2005
 DL2446_MARK LOGO: MNDT  
 DL2446_PROJECTION: FLUSH
 DL2446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2446+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2010
 DL2446_ROD/PIPE-DEPTH:  4.6 meters
 DL2446
 DL2446  HISTORY     - Date     Condition        Report By
 DL2446  HISTORY     - 20050727 MONUMENTED       MNDT
 DL2446  HISTORY     - 20080514 GOOD             MNDT
 DL2446  HISTORY     - 20100301 GOOD             MNDT
 DL2446
 DL2446                          STATION DESCRIPTION
 DL2446
 DL2446'DESCRIBED BY MN DEPT OF TRANSP 2008 (JBG)
 DL2446'19 MILES NORTH OF NASHWAUK, 19.55 MILES NORTH ALONG TRUNK HIGHWAY 65
 DL2446'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DL2446'AT TRUNK HIGHWAY 65 MILEPOST 194.35, 40.6 FEET WEST OF TRUNK HIGHWAY
 DL2446'65, 21 FEET SOUTH OF GRAVEL ROAD WEST, 1 FT (0.3 M) EAST OF WITNESS
 DL2446'POST
 DL2446
 DL2446                          STATION RECOVERY (2010)
 DL2446
 DL2446'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (ARR)
 DL2446'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2446'THE MARK IS 19.0 MILES NORTH OF NASHWAUK, 19.55 MILES NORTH ALONG
 DL2446'TRUNK HIGHWAY 65 FROM  TRUNK HIGHWAY 169 IN NASHWAUK, AT TRUNK HIGHWAY
 DL2446'65 MILEPOINT 194.35, 40.6 FEET WEST OF TRUNK HIGHWAY 65, 21 FEET SOUTH
 DL2446'OF GRAVEL ROAD WEST, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI6461 ***********************************************************************
 DI6461  DESIGNATION -  3112 N
 DI6461  PID         -  DI6461
 DI6461  STATE/COUNTY-  MN/ITASCA
 DI6461  COUNTRY     -  US
 DI6461  USGS QUAD   -  O'LEARY LAKE (1977)
 DI6461
 DI6461                         *CURRENT SURVEY CONTROL
 DI6461  ______________________________________________________________________
 DI6461* NAD 83(2007) POSITION- 47 35 28.93658(N) 093 11 33.91248(W)   ADJUSTED  
 DI6461* NAD 83(2007) ELLIP HT-   400.471 (meters)        (04/01/09)   ADJUSTED
 DI6461* NAD 83(2007) EPOCH   -  2002.00
 DI6461* NAVD 88 ORTHO HEIGHT -   430.293  (meters)    1411.72  (feet) ADJUSTED  
 DI6461  ______________________________________________________________________
 DI6461  NAD 83(2007) X  -   -240,026.551 (meters)                     COMP
 DI6461  NAD 83(2007) Y  - -4,302,953.829 (meters)                     COMP
 DI6461  NAD 83(2007) Z  -  4,686,650.641 (meters)                     COMP
 DI6461  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC09
 DI6461  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 DI6461  DYNAMIC HEIGHT  -        430.346 (meters)     1411.89  (feet) COMP
 DI6461  MODELED GRAVITY -    980,722.3   (mgal)                       NAVD 88
 DI6461
 DI6461  HORZ ORDER      -  FIRST
 DI6461  VERT ORDER      -  SECOND    CLASS I
 DI6461  ELLP ORDER      -  SECOND    CLASS I
 DI6461
 DI6461.The horizontal coordinates were established by GPS observations
 DI6461.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI6461
 DI6461.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI6461.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI6461
 DI6461.The horizontal coordinates are valid at the epoch date displayed above
 DI6461.which is a decimal equivalence of Year/Month/Day.
 DI6461
 DI6461.The orthometric height was determined by differential leveling and
 DI6461.adjusted in July 2007.
 DI6461
 DI6461.Photographs are available for this station.
 DI6461
 DI6461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6461
 DI6461.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI6461
 DI6461.The ellipsoidal height was determined by GPS observations
 DI6461.and is referenced to NAD 83.
 DI6461
 DI6461.The dynamic height is computed by dividing the NAVD 88
 DI6461.geopotential number by the normal gravity value computed on the
 DI6461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6461.degrees latitude (g = 980.6199 gals.).
 DI6461
 DI6461.The modeled gravity was interpolated from observed gravity values.
 DI6461
 DI6461. The following values were computed from the NAD 83(2007) position.
 DI6461
 DI6461;                    North         East     Units Scale Factor Converg.
 DI6461;SPC MN N     -   221,335.260   793,024.373   MT  0.99991185   -0 04 07.5
 DI6461;SPC MN N     -   726,164.10  2,601,780.80   sFT  0.99991185   -0 04 07.5
 DI6461;UTM  15      - 5,270,902.461   485,508.283   MT  0.99960258   -0 08 32.4
 DI6461
 DI6461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6461!SPC MN N     -   0.99993723  x   0.99991185  =   0.99984909
 DI6461!UTM  15      -   0.99993723  x   0.99960258  =   0.99953984
 DI6461
 DI6461:                Primary Azimuth Mark                     Grid Az
 DI6461:SPC MN N     -  3112 P                                   188 21 46.6
 DI6461:UTM  15      -  3112 P                                   188 26 11.5
 DI6461
 DI6461|---------------------------------------------------------------------|
 DI6461| PID    Reference Object                     Distance      Geod. Az  |
 DI6461|                                                           dddmmss.s |
 DI6461| DI6460 3112 P                              APPROX. 1.6 KM 1881739.1 |
 DI6461|---------------------------------------------------------------------|
 DI6461
 DI6461                          SUPERSEDED SURVEY CONTROL
 DI6461
 DI6461  NAVD 88 (04/01/09)  430.29   (m)         1411.7    (f) LEVELING    3  
 DI6461
 DI6461.Superseded values are not recommended for survey control.
 DI6461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6461.See file dsdata.txt to determine how the superseded data were derived.
 DI6461
 DI6461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8550870902(NAD 83)
 DI6461
 DI6461_MARKER: DD = SURVEY DISK
 DI6461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI6461_STAMPING: 3112 N 2005
 DI6461_MARK LOGO: MNDT  
 DI6461_PROJECTION: RECESSED 8 CENTIMETERS
 DI6461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI6461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6461+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2012
 DI6461_ROD/PIPE-DEPTH:  4.6 meters
 DI6461
 DI6461  HISTORY     - Date     Condition        Report By
 DI6461  HISTORY     - 2005     MONUMENTED       MNDT
 DI6461  HISTORY     - 20080428 GOOD             MNDT
 DI6461  HISTORY     - 20120425 GOOD             WOOLPT
 DI6461
 DI6461                          STATION DESCRIPTION
 DI6461
 DI6461'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI6461'16.0 MILES NORTH OF NASHWAUK, 16.55 MILES NORTH ALONG TRUNK HIGHWAY 65
 DI6461'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DI6461'AT TRUNK HIGHWAY 65 MILEPOST 191.40, 37.2 FEET WEST OF TRUNK HIGHWAY
 DI6461'65, 17 FEET NORTH OF EXTENDED CENTER LINE OF GRAVEL ROAD EAST, 1.0
 DI6461'FEET EAST OF WITNESS POST.
 DI6461
 DI6461                          STATION RECOVERY (2008)
 DI6461
 DI6461'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI6461'16 MILES NORTH OF NASHWAUK, 16.55 MILES NORTH ALONG TRUNK HIGHWAY 65
 DI6461'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DI6461'AT TRUNK HIGHWAY 65 MILEPOST 191.40, 37.2 FEET WEST OF TRUNK HIGHWAY
 DI6461'65, 17 FEET NORTH OF EXTENDED CENTER LINE OF GRAVEL ROAD EAST, 1.0
 DI6461'FOOT EAST OF WITNESS POST.
 DI6461
 DI6461                          STATION RECOVERY (2012)
 DI6461
 DI6461'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DI6461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI6460 ***********************************************************************
 DI6460  DESIGNATION -  3112 P
 DI6460  PID         -  DI6460
 DI6460  STATE/COUNTY-  MN/ITASCA
 DI6460  COUNTRY     -  US
 DI6460  USGS QUAD   -  O'LEARY LAKE (1977)
 DI6460
 DI6460                         *CURRENT SURVEY CONTROL
 DI6460  ______________________________________________________________________
 DI6460* NAD 83(2007) POSITION- 47 34 36.49998(N) 093 11 45.20930(W)   ADJUSTED  
 DI6460* NAD 83(2007) ELLIP HT-   402.962 (meters)        (04/01/09)   ADJUSTED
 DI6460* NAD 83(2007) EPOCH   -  2002.00
 DI6460* NAVD 88 ORTHO HEIGHT -   432.793  (meters)    1419.92  (feet) ADJUSTED  
 DI6460  ______________________________________________________________________
 DI6460  NAD 83(2007) X  -   -240,328.969 (meters)                     COMP
 DI6460  NAD 83(2007) Y  - -4,304,136.158 (meters)                     COMP
 DI6460  NAD 83(2007) Z  -  4,685,560.081 (meters)                     COMP
 DI6460  LAPLACE CORR    -         -3.99  (seconds)                    DEFLEC09
 DI6460  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 DI6460  DYNAMIC HEIGHT  -        432.844 (meters)     1420.09  (feet) COMP
 DI6460  MODELED GRAVITY -    980,718.6   (mgal)                       NAVD 88
 DI6460
 DI6460  HORZ ORDER      -  FIRST
 DI6460  VERT ORDER      -  SECOND    CLASS I
 DI6460  ELLP ORDER      -  SECOND    CLASS I
 DI6460
 DI6460.The horizontal coordinates were established by GPS observations
 DI6460.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI6460
 DI6460.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI6460.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI6460
 DI6460.The horizontal coordinates are valid at the epoch date displayed above
 DI6460.which is a decimal equivalence of Year/Month/Day.
 DI6460
 DI6460.The orthometric height was determined by differential leveling and
 DI6460.adjusted in July 2007.
 DI6460
 DI6460.Photographs are available for this station.
 DI6460
 DI6460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6460
 DI6460.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI6460
 DI6460.The ellipsoidal height was determined by GPS observations
 DI6460.and is referenced to NAD 83.
 DI6460
 DI6460.The dynamic height is computed by dividing the NAVD 88
 DI6460.geopotential number by the normal gravity value computed on the
 DI6460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6460.degrees latitude (g = 980.6199 gals.).
 DI6460
 DI6460.The modeled gravity was interpolated from observed gravity values.
 DI6460
 DI6460. The following values were computed from the NAD 83(2007) position.
 DI6460
 DI6460;                    North         East     Units Scale Factor Converg.
 DI6460;SPC MN N     -   219,716.242   792,786.368   MT  0.99991295   -0 04 15.9
 DI6460;SPC MN N     -   720,852.37  2,600,999.94   sFT  0.99991295   -0 04 15.9
 DI6460;UTM  15      - 5,269,284.251   485,268.274   MT  0.99960267   -0 08 40.6
 DI6460
 DI6460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6460!SPC MN N     -   0.99993684  x   0.99991295  =   0.99984980
 DI6460!UTM  15      -   0.99993684  x   0.99960267  =   0.99953954
 DI6460
 DI6460:                Primary Azimuth Mark                     Grid Az
 DI6460:SPC MN N     -  3112 N                                   008 21 46.6
 DI6460:UTM  15      -  3112 N                                   008 26 11.3
 DI6460
 DI6460|---------------------------------------------------------------------|
 DI6460| PID    Reference Object                     Distance      Geod. Az  |
 DI6460|                                                           dddmmss.s |
 DI6460| DI6461 3112 N                              APPROX. 1.6 KM 0081730.7 |
 DI6460|---------------------------------------------------------------------|
 DI6460
 DI6460                          SUPERSEDED SURVEY CONTROL
 DI6460
 DI6460  NAVD 88 (04/01/09)  432.79   (m)         1419.9    (f) LEVELING    3  
 DI6460
 DI6460.Superseded values are not recommended for survey control.
 DI6460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6460.See file dsdata.txt to determine how the superseded data were derived.
 DI6460
 DI6460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8526869284(NAD 83)
 DI6460
 DI6460_MARKER: DD = SURVEY DISK
 DI6460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI6460_STAMPING: 3112 P 2005
 DI6460_MARK LOGO: MNDT  
 DI6460_PROJECTION: FLUSH
 DI6460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI6460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6460+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2010
 DI6460_ROD/PIPE-DEPTH:  4.6 meters
 DI6460
 DI6460  HISTORY     - Date     Condition        Report By
 DI6460  HISTORY     - 20050727 MONUMENTED       MNDT
 DI6460  HISTORY     - 20080428 GOOD             MNDT
 DI6460  HISTORY     - 20100127 GOOD             MNDT
 DI6460
 DI6460                          STATION DESCRIPTION
 DI6460
 DI6460'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI6460'15.0 MILES NORTH OF NASHWAUK, 15.55 MILES NORTH ALONG TRUNK HIGHWAY 65
 DI6460'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DI6460'AT TRUNK HIGHWAY 65 MILEPOST 190.50, 50.7 FEET SOUTHWEST OF TRUNK
 DI6460'HIGHWAY 65, 34.0 FEET NORTHEAST OF COUNTY ROAD 53, 1.0 FEET EAST OF
 DI6460'WITNESS POST.
 DI6460
 DI6460                          STATION RECOVERY (2008)
 DI6460
 DI6460'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI6460'15 MILES NORTH OF NASHWAUK, 15.55 MILES NORTH ALONG TRUNK HIGHWAY 65
 DI6460'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DI6460'AT TRUNK HIGHWAY 65 MILEPOST 190.50, 50.7 FEET SOUTHWEST OF TRUNK
 DI6460'HIGHWAY 65, 34.0 FEET NORTHEAST OF COUNTY ROAD 53 (WOLF LAKE TRAIL),
 DI6460'1.0 FOOT EAST OF WITNESS POST.
 DI6460
 DI6460                          STATION RECOVERY (2010)
 DI6460
 DI6460'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (GTC)
 DI6460'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI6460'THE MARK IS 15.0 MILES NORTH OF NASHWAUK, 15.55 MILES NORTH ALONG
 DI6460'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DI6460'169 IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 190.5, 50.7 FEET
 DI6460'SOUTHWEST OF TRUNK HIGHWAY 65, 34.0 FEET NORTHEAST OF COUNTY ROAD 53
 DI6460'(WOLF LAKE TRAIL), 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI6462 ***********************************************************************
 DI6462  DESIGNATION -  3112 Q
 DI6462  PID         -  DI6462
 DI6462  STATE/COUNTY-  MN/ITASCA
 DI6462  COUNTRY     -  US
 DI6462  USGS QUAD   -  O'LEARY LAKE (1977)
 DI6462
 DI6462                         *CURRENT SURVEY CONTROL
 DI6462  ______________________________________________________________________
 DI6462* NAD 83(2007) POSITION- 47 33 16.72358(N) 093 11 33.71538(W)   ADJUSTED  
 DI6462* NAD 83(2007) ELLIP HT-   391.996 (meters)        (04/01/09)   ADJUSTED
 DI6462* NAD 83(2007) EPOCH   -  2002.00
 DI6462* NAVD 88 ORTHO HEIGHT -   421.846  (meters)    1384.01  (feet) ADJUSTED  
 DI6462  ______________________________________________________________________
 DI6462  NAD 83(2007) X  -   -240,189.994 (meters)                     COMP
 DI6462  NAD 83(2007) Y  - -4,305,957.860 (meters)                     COMP
 DI6462  NAD 83(2007) Z  -  4,683,889.447 (meters)                     COMP
 DI6462  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC09
 DI6462  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 DI6462  DYNAMIC HEIGHT  -        421.893 (meters)     1384.16  (feet) COMP
 DI6462  MODELED GRAVITY -    980,712.7   (mgal)                       NAVD 88
 DI6462
 DI6462  HORZ ORDER      -  FIRST
 DI6462  VERT ORDER      -  SECOND    CLASS I
 DI6462  ELLP ORDER      -  SECOND    CLASS I
 DI6462
 DI6462.The horizontal coordinates were established by GPS observations
 DI6462.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DI6462
 DI6462.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI6462.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI6462
 DI6462.The horizontal coordinates are valid at the epoch date displayed above
 DI6462.which is a decimal equivalence of Year/Month/Day.
 DI6462
 DI6462.The orthometric height was determined by differential leveling and
 DI6462.adjusted in July 2007.
 DI6462
 DI6462.Photographs are available for this station.
 DI6462
 DI6462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI6462
 DI6462.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI6462
 DI6462.The ellipsoidal height was determined by GPS observations
 DI6462.and is referenced to NAD 83.
 DI6462
 DI6462.The dynamic height is computed by dividing the NAVD 88
 DI6462.geopotential number by the normal gravity value computed on the
 DI6462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6462.degrees latitude (g = 980.6199 gals.).
 DI6462
 DI6462.The modeled gravity was interpolated from observed gravity values.
 DI6462
 DI6462. The following values were computed from the NAD 83(2007) position.
 DI6462
 DI6462;                    North         East     Units Scale Factor Converg.
 DI6462;SPC MN N     -   217,252.360   793,023.595   MT  0.99991476   -0 04 07.4
 DI6462;SPC MN N     -   712,768.78  2,601,778.24   sFT  0.99991476   -0 04 07.4
 DI6462;UTM  15      - 5,266,820.834   485,502.267   MT  0.99960258   -0 08 31.9
 DI6462
 DI6462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI6462!SPC MN N     -   0.99993856  x   0.99991476  =   0.99985333
 DI6462!UTM  15      -   0.99993856  x   0.99960258  =   0.99954117
 DI6462
 DI6462                          SUPERSEDED SURVEY CONTROL
 DI6462
 DI6462  NAVD 88 (04/01/09)  421.85   (m)         1384.0    (f) LEVELING    3  
 DI6462
 DI6462.Superseded values are not recommended for survey control.
 DI6462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI6462.See file dsdata.txt to determine how the superseded data were derived.
 DI6462
 DI6462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8550266820(NAD 83)
 DI6462
 DI6462_MARKER: DD = SURVEY DISK
 DI6462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI6462_STAMPING: 3112 Q 2005
 DI6462_MARK LOGO: MNDT  
 DI6462_PROJECTION: RECESSED 3 CENTIMETERS
 DI6462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI6462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI6462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6462+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2008
 DI6462_ROD/PIPE-DEPTH:  4.6 meters
 DI6462
 DI6462  HISTORY     - Date     Condition        Report By
 DI6462  HISTORY     - 2005     MONUMENTED       MNDT
 DI6462  HISTORY     - 20080428 GOOD             MNDT
 DI6462
 DI6462                          STATION DESCRIPTION
 DI6462
 DI6462'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI6462'13.0 MILES NORTH OF NASHWAUK, 13.95 MILES NORTH ALONG TRUNK HIGHWAY 65
 DI6462'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN
 DI6462'NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 188.75, 35.3 FEET WEST OF
 DI6462'TRUNK HIGHWAY 65, 13.0 FEET NORTH OF FIELD ROAD, 1.0 FEET EAST OF
 DI6462'WITNESS POST.
 DI6462
 DI6462                          STATION RECOVERY (2008)
 DI6462
 DI6462'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DI6462'13 MILES NORTH OF NASHWAUK, 13.95 MILES NORTH ALONG TRUNK HIGHWAY 65
 DI6462'FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN
 DI6462'NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 188.75, 35.3 FEET WEST OF
 DI6462'TRUNK HIGHWAY 65, 13 FEET NORTH OF FIELD ROAD, 1.0 FOOT EAST OF
 DI6462'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2447 ***********************************************************************
 DL2447  DESIGNATION -  3112 R
 DL2447  PID         -  DL2447
 DL2447  STATE/COUNTY-  MN/ITASCA
 DL2447  COUNTRY     -  US
 DL2447  USGS QUAD   -  PENGILLY (1969)
 DL2447
 DL2447                         *CURRENT SURVEY CONTROL
 DL2447  ______________________________________________________________________
 DL2447* NAD 83(2007) POSITION- 47 22 12.87560(N) 093 10 10.70679(W)   ADJUSTED  
 DL2447* NAD 83(2007) ELLIP HT-   409.397 (meters)        (04/01/09)   ADJUSTED
 DL2447* NAD 83(2007) EPOCH   -  2002.00
 DL2447* NAVD 88 ORTHO HEIGHT -   439.111  (meters)    1440.65  (feet) ADJUSTED  
 DL2447  ______________________________________________________________________
 DL2447  NAD 83(2007) X  -   -239,293.072 (meters)                     COMP
 DL2447  NAD 83(2007) Y  - -4,321,150.191 (meters)                     COMP
 DL2447  NAD 83(2007) Z  -  4,670,040.675 (meters)                     COMP
 DL2447  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC09
 DL2447  GEOID HEIGHT    -        -29.72  (meters)                     GEOID09
 DL2447  DYNAMIC HEIGHT  -        439.147 (meters)     1440.77  (feet) COMP
 DL2447  MODELED GRAVITY -    980,682.8   (mgal)                       NAVD 88
 DL2447
 DL2447  HORZ ORDER      -  FIRST
 DL2447  VERT ORDER      -  SECOND    CLASS I
 DL2447  ELLP ORDER      -  SECOND    CLASS I
 DL2447
 DL2447.The horizontal coordinates were established by GPS observations
 DL2447.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2447
 DL2447.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2447.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2447
 DL2447.The horizontal coordinates are valid at the epoch date displayed above
 DL2447.which is a decimal equivalence of Year/Month/Day.
 DL2447
 DL2447.The orthometric height was determined by differential leveling and
 DL2447.adjusted in July 2011.
 DL2447
 DL2447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2447
 DL2447.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2447
 DL2447.The ellipsoidal height was determined by GPS observations
 DL2447.and is referenced to NAD 83.
 DL2447
 DL2447.The dynamic height is computed by dividing the NAVD 88
 DL2447.geopotential number by the normal gravity value computed on the
 DL2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2447.degrees latitude (g = 980.6199 gals.).
 DL2447
 DL2447.The modeled gravity was interpolated from observed gravity values.
 DL2447
 DL2447. The following values were computed from the NAD 83(2007) position.
 DL2447
 DL2447;                    North         East     Units Scale Factor Converg.
 DL2447;SPC MN N     -   196,750.286   794,740.441   MT  0.99993557   -0 03 05.8
 DL2447;SPC MN N     -   645,504.90  2,607,410.93   sFT  0.99993557   -0 03 05.8
 DL2447;UTM  15      - 5,246,323.183   487,192.327   MT  0.99960202   -0 07 29.3
 DL2447
 DL2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2447!SPC MN N     -   0.99993583  x   0.99993557  =   0.99987141
 DL2447!UTM  15      -   0.99993583  x   0.99960202  =   0.99953788
 DL2447
 DL2447                          SUPERSEDED SURVEY CONTROL
 DL2447
 DL2447  NAVD 88 (04/01/09)  439.11   (m)         1440.6    (f) LEVELING    3  
 DL2447
 DL2447.Superseded values are not recommended for survey control.
 DL2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2447.See file dsdata.txt to determine how the superseded data were derived.
 DL2447
 DL2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8719246323(NAD 83)
 DL2447
 DL2447_MARKER: DD = SURVEY DISK
 DL2447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL2447+WITH SETTING: INFORMATION.
 DL2447_STAMPING: 3112 R 2008
 DL2447_MARK LOGO: MNDT  
 DL2447_PROJECTION: FLUSH
 DL2447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2447+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2447_ROD/PIPE-DEPTH:  2.4 meters
 DL2447
 DL2447  HISTORY     - Date     Condition        Report By
 DL2447  HISTORY     - 2008     MONUMENTED       MNDT
 DL2447
 DL2447                          STATION DESCRIPTION
 DL2447
 DL2447'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2447'IN NASHWAUK, AT JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 65 IN
 DL2447'NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 326.4, 164.8 FEET EAST OF
 DL2447'TRUNK HIGHWAY 65, 52.7 FEET NORTH OF SOUTH BOUND TRUNK HIGHWAY 169,
 DL2447'65.7 FEET SOUTHEAST OF A POWER POLE WITH 4 GUY-WIRES, 1.4 FEET SOUTH
 DL2447'OF A WITNESS POST, DRIVEN TO REFUSAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2448 ***********************************************************************
 DL2448  DESIGNATION -  3112 S
 DL2448  PID         -  DL2448
 DL2448  STATE/COUNTY-  MN/ITASCA
 DL2448  COUNTRY     -  US
 DL2448  USGS QUAD   -  NASHWAUK (1969)
 DL2448
 DL2448                         *CURRENT SURVEY CONTROL
 DL2448  ______________________________________________________________________
 DL2448* NAD 83(2007) POSITION- 47 23 46.38638(N) 093 10 10.30264(W)   ADJUSTED  
 DL2448* NAD 83(2007) ELLIP HT-   460.978 (meters)        (04/01/09)   ADJUSTED
 DL2448* NAD 83(2007) EPOCH   -  2002.00
 DL2448* NAVD 88 ORTHO HEIGHT -   490.745  (meters)    1610.05  (feet) ADJUSTED  
 DL2448  ______________________________________________________________________
 DL2448  NAD 83(2007) X  -   -239,169.026 (meters)                     COMP
 DL2448  NAD 83(2007) Y  - -4,319,063.449 (meters)                     COMP
 DL2448  NAD 83(2007) Z  -  4,672,034.126 (meters)                     COMP
 DL2448  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 DL2448  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 DL2448  DYNAMIC HEIGHT  -        490.784 (meters)     1610.18  (feet) COMP
 DL2448  MODELED GRAVITY -    980,677.4   (mgal)                       NAVD 88
 DL2448
 DL2448  HORZ ORDER      -  FIRST
 DL2448  VERT ORDER      -  SECOND    CLASS I
 DL2448  ELLP ORDER      -  SECOND    CLASS I
 DL2448
 DL2448.The horizontal coordinates were established by GPS observations
 DL2448.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2448
 DL2448.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2448.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2448
 DL2448.The horizontal coordinates are valid at the epoch date displayed above
 DL2448.which is a decimal equivalence of Year/Month/Day.
 DL2448
 DL2448.The orthometric height was determined by differential leveling and
 DL2448.adjusted in July 2011.
 DL2448
 DL2448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2448
 DL2448.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2448
 DL2448.The ellipsoidal height was determined by GPS observations
 DL2448.and is referenced to NAD 83.
 DL2448
 DL2448.The dynamic height is computed by dividing the NAVD 88
 DL2448.geopotential number by the normal gravity value computed on the
 DL2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2448.degrees latitude (g = 980.6199 gals.).
 DL2448
 DL2448.The modeled gravity was interpolated from observed gravity values.
 DL2448
 DL2448. The following values were computed from the NAD 83(2007) position.
 DL2448
 DL2448;                    North         East     Units Scale Factor Converg.
 DL2448;SPC MN N     -   199,637.967   794,751.517   MT  0.99993202   -0 03 05.5
 DL2448;SPC MN N     -   654,978.90  2,607,447.27   sFT  0.99993202   -0 03 05.5
 DL2448;UTM  15      - 5,249,209.889   487,207.088   MT  0.99960201   -0 07 29.2
 DL2448
 DL2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2448!SPC MN N     -   0.99992775  x   0.99993202  =   0.99985978
 DL2448!UTM  15      -   0.99992775  x   0.99960201  =   0.99952979
 DL2448
 DL2448:                Primary Azimuth Mark                     Grid Az
 DL2448:SPC MN N     -  3112 T                                   320 26 45.7
 DL2448:UTM  15      -  3112 T                                   320 31 09.4
 DL2448
 DL2448|---------------------------------------------------------------------|
 DL2448| PID    Reference Object                     Distance      Geod. Az  |
 DL2448|                                                           dddmmss.s |
 DL2448| DL2449 3112 T                              APPROX. 1.4 KM 3202340.2 |
 DL2448|---------------------------------------------------------------------|
 DL2448
 DL2448                          SUPERSEDED SURVEY CONTROL
 DL2448
 DL2448  NAVD 88 (04/01/09)  490.76   (m)         1610.1    (f) LEVELING    3  
 DL2448
 DL2448.Superseded values are not recommended for survey control.
 DL2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2448.See file dsdata.txt to determine how the superseded data were derived.
 DL2448
 DL2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8720749209(NAD 83)
 DL2448
 DL2448_MARKER: DD = SURVEY DISK
 DL2448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2448_STAMPING: 3112 S 2008
 DL2448_MARK LOGO: MNDT  
 DL2448_PROJECTION: FLUSH
 DL2448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2448+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2448_ROD/PIPE-DEPTH:  6.1 meters
 DL2448
 DL2448  HISTORY     - Date     Condition        Report By
 DL2448  HISTORY     - 2008     MONUMENTED       MNDT
 DL2448
 DL2448                          STATION DESCRIPTION
 DL2448
 DL2448'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2448'1.0 MILE NORTH OF NASHWAUK, 1.90 MILES NORTH ALONG TRUNK HIGHWAY 65
 DL2448'FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN NASHWAUK,
 DL2448'AT TRUNK HIGHWAY 65 MILEPOINT 177.1, 56.3 FEET EAST OF TRUNK HIGHWAY
 DL2448'65, 18.2 FEET WEST-NORTHWEST OF A CABLE BOX, 54.5 FEET SOUTH OF
 DL2448'DRIVEWAY NUMBER 35680, 63.6 FEET NORTH OF GRAVEL ROAD, 1.3 FEET WEST
 DL2448'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2449 ***********************************************************************
 DL2449  DESIGNATION -  3112 T
 DL2449  PID         -  DL2449
 DL2449  STATE/COUNTY-  MN/ITASCA
 DL2449  COUNTRY     -  US
 DL2449  USGS QUAD   -  NASHWAUK (1969)
 DL2449
 DL2449                         *CURRENT SURVEY CONTROL
 DL2449  ______________________________________________________________________
 DL2449* NAD 83(2007) POSITION- 47 24 20.79499(N) 093 10 52.24249(W)   ADJUSTED  
 DL2449* NAD 83(2007) ELLIP HT-   428.005 (meters)        (04/01/09)   ADJUSTED
 DL2449* NAD 83(2007) EPOCH   -  2002.00
 DL2449* NAVD 88 ORTHO HEIGHT -   457.784  (meters)    1501.91  (feet) ADJUSTED  
 DL2449  ______________________________________________________________________
 DL2449  NAD 83(2007) X  -   -240,002.567 (meters)                     COMP
 DL2449  NAD 83(2007) Y  - -4,318,211.378 (meters)                     COMP
 DL2449  NAD 83(2007) Z  -  4,672,729.166 (meters)                     COMP
 DL2449  LAPLACE CORR    -         -2.01  (seconds)                    DEFLEC09
 DL2449  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 DL2449  DYNAMIC HEIGHT  -        457.820 (meters)     1502.03  (feet) COMP
 DL2449  MODELED GRAVITY -    980,678.1   (mgal)                       NAVD 88
 DL2449
 DL2449  HORZ ORDER      -  FIRST
 DL2449  VERT ORDER      -  SECOND    CLASS I
 DL2449  ELLP ORDER      -  SECOND    CLASS I
 DL2449
 DL2449.The horizontal coordinates were established by GPS observations
 DL2449.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2449
 DL2449.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2449.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2449
 DL2449.The horizontal coordinates are valid at the epoch date displayed above
 DL2449.which is a decimal equivalence of Year/Month/Day.
 DL2449
 DL2449.The orthometric height was determined by differential leveling and
 DL2449.adjusted in July 2011.
 DL2449
 DL2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2449
 DL2449.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2449
 DL2449.The ellipsoidal height was determined by GPS observations
 DL2449.and is referenced to NAD 83.
 DL2449
 DL2449.The dynamic height is computed by dividing the NAVD 88
 DL2449.geopotential number by the normal gravity value computed on the
 DL2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2449.degrees latitude (g = 980.6199 gals.).
 DL2449
 DL2449.The modeled gravity was interpolated from observed gravity values.
 DL2449
 DL2449. The following values were computed from the NAD 83(2007) position.
 DL2449
 DL2449;                    North         East     Units Scale Factor Converg.
 DL2449;SPC MN N     -   200,701.390   793,873.215   MT  0.99993077   -0 03 36.6
 DL2449;SPC MN N     -   658,467.81  2,604,565.71   sFT  0.99993077   -0 03 36.6
 DL2449;UTM  15      - 5,250,274.083   486,330.435   MT  0.99960230   -0 08 00.2
 DL2449
 DL2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2449!SPC MN N     -   0.99993292  x   0.99993077  =   0.99986369
 DL2449!UTM  15      -   0.99993292  x   0.99960230  =   0.99953524
 DL2449
 DL2449:                Primary Azimuth Mark                     Grid Az
 DL2449:SPC MN N     -  3112 U                                   307 56 12.9
 DL2449:UTM  15      -  3112 U                                   308 00 36.5
 DL2449
 DL2449|---------------------------------------------------------------------|
 DL2449| PID    Reference Object                     Distance      Geod. Az  |
 DL2449|                                                           dddmmss.s |
 DL2449| DL2450 3112 U                              APPROX. 1.4 KM 3075236.3 |
 DL2449|---------------------------------------------------------------------|
 DL2449
 DL2449                          SUPERSEDED SURVEY CONTROL
 DL2449
 DL2449  NAVD 88 (04/01/09)  457.80   (m)         1502.0    (f) LEVELING    3  
 DL2449
 DL2449.Superseded values are not recommended for survey control.
 DL2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2449.See file dsdata.txt to determine how the superseded data were derived.
 DL2449
 DL2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8633050274(NAD 83)
 DL2449
 DL2449_MARKER: DD = SURVEY DISK
 DL2449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2449_STAMPING: 3112 T 2008
 DL2449_MARK LOGO: MNDT  
 DL2449_PROJECTION: FLUSH
 DL2449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2449+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2449_ROD/PIPE-DEPTH:  6.1 meters
 DL2449
 DL2449  HISTORY     - Date     Condition        Report By
 DL2449  HISTORY     - 2008     MONUMENTED       MNDT
 DL2449
 DL2449                          STATION DESCRIPTION
 DL2449
 DL2449'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2449'1.8 MILE NORTHWEST OF NASHWAUK, 2.80 MILES NORTHWEST ALONG TRUNK
 DL2449'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN
 DL2449'NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 178.0, 70.0 FEET NORTHEAST OF
 DL2449'TRUNK HIGHWAY 65, 18.0 FEET WEST-SOUTHWEST OF WEST POST OF RYHTI
 DL2449'STORAGE SIGN, 44.5 FEET NORTHEAST OF MILE POST 178, 1.8 FEET SOUTHWEST
 DL2449'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2450 ***********************************************************************
 DL2450  DESIGNATION -  3112 U
 DL2450  PID         -  DL2450
 DL2450  STATE/COUNTY-  MN/ITASCA
 DL2450  COUNTRY     -  US
 DL2450  USGS QUAD   -  NASHWAUK (1969)
 DL2450
 DL2450                         *CURRENT SURVEY CONTROL
 DL2450  ______________________________________________________________________
 DL2450* NAD 83(2007) POSITION- 47 24 48.94310(N) 093 11 45.56168(W)   ADJUSTED  
 DL2450* NAD 83(2007) ELLIP HT-   420.032 (meters)        (04/01/09)   ADJUSTED
 DL2450* NAD 83(2007) EPOCH   -  2002.00
 DL2450* NAVD 88 ORTHO HEIGHT -   449.825  (meters)    1475.80  (feet) ADJUSTED  
 DL2450  ______________________________________________________________________
 DL2450  NAD 83(2007) X  -   -241,082.828 (meters)                     COMP
 DL2450  NAD 83(2007) Y  - -4,317,504.772 (meters)                     COMP
 DL2450  NAD 83(2007) Z  -  4,673,311.635 (meters)                     COMP
 DL2450  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC09
 DL2450  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 DL2450  DYNAMIC HEIGHT  -        449.861 (meters)     1475.92  (feet) COMP
 DL2450  MODELED GRAVITY -    980,679.1   (mgal)                       NAVD 88
 DL2450
 DL2450  HORZ ORDER      -  FIRST
 DL2450  VERT ORDER      -  SECOND    CLASS I
 DL2450  ELLP ORDER      -  SECOND    CLASS I
 DL2450
 DL2450.The horizontal coordinates were established by GPS observations
 DL2450.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2450
 DL2450.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2450.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2450
 DL2450.The horizontal coordinates are valid at the epoch date displayed above
 DL2450.which is a decimal equivalence of Year/Month/Day.
 DL2450
 DL2450.The orthometric height was determined by differential leveling and
 DL2450.adjusted in July 2011.
 DL2450
 DL2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2450
 DL2450.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2450
 DL2450.The ellipsoidal height was determined by GPS observations
 DL2450.and is referenced to NAD 83.
 DL2450
 DL2450.The dynamic height is computed by dividing the NAVD 88
 DL2450.geopotential number by the normal gravity value computed on the
 DL2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2450.degrees latitude (g = 980.6199 gals.).
 DL2450
 DL2450.The modeled gravity was interpolated from observed gravity values.
 DL2450
 DL2450. The following values were computed from the NAD 83(2007) position.
 DL2450
 DL2450;                    North         East     Units Scale Factor Converg.
 DL2450;SPC MN N     -   201,571.908   792,756.473   MT  0.99992976   -0 04 16.1
 DL2450;SPC MN N     -   661,323.83  2,600,901.86   sFT  0.99992976   -0 04 16.1
 DL2450;UTM  15      - 5,251,145.741   485,215.171   MT  0.99960269   -0 08 39.5
 DL2450
 DL2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2450!SPC MN N     -   0.99993417  x   0.99992976  =   0.99986393
 DL2450!UTM  15      -   0.99993417  x   0.99960269  =   0.99953688
 DL2450
 DL2450:                Primary Azimuth Mark                     Grid Az
 DL2450:SPC MN N     -  3112 T                                   127 56 13.2
 DL2450:UTM  15      -  3112 T                                   128 00 36.6
 DL2450
 DL2450|---------------------------------------------------------------------|
 DL2450| PID    Reference Object                     Distance      Geod. Az  |
 DL2450|                                                           dddmmss.s |
 DL2450| DL2449 3112 T                              APPROX. 1.4 KM 1275157.1 |
 DL2450|---------------------------------------------------------------------|
 DL2450
 DL2450                          SUPERSEDED SURVEY CONTROL
 DL2450
 DL2450  NAVD 88 (04/01/09)  449.84   (m)         1475.9    (f) LEVELING    3  
 DL2450
 DL2450.Superseded values are not recommended for survey control.
 DL2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2450.See file dsdata.txt to determine how the superseded data were derived.
 DL2450
 DL2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8521551145(NAD 83)
 DL2450
 DL2450_MARKER: DD = SURVEY DISK
 DL2450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2450_STAMPING: 3112 U 2008
 DL2450_MARK LOGO: MNDT  
 DL2450_PROJECTION: RECESSED 5 CENTIMETERS
 DL2450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2450+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2010
 DL2450_ROD/PIPE-DEPTH: 25.9 meters
 DL2450
 DL2450  HISTORY     - Date     Condition        Report By
 DL2450  HISTORY     - 20080506 MONUMENTED       MNDT
 DL2450  HISTORY     - 20100222 GOOD             MNDT
 DL2450
 DL2450                          STATION DESCRIPTION
 DL2450
 DL2450'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2450'2.5 MILES NORTHWEST OF NASHWAUK, 3.80 MILES NORTHWEST ALONG TRUNK
 DL2450'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2450'IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 179.0, 62.0 FEET WEST OF
 DL2450'TRUNK HIGHWAY 65, 85.5 FEET SOUTH COUNTY ROAD 8, 15.2 FEET SOUTH OF
 DL2450'CABLE BOX, 20.5 FEET SOUTHEAST OF SPUR SIGN POST, 19.0 FEET
 DL2450'EAST-SOUTHEAST OF A WITNESS POST.
 DL2450
 DL2450                          STATION RECOVERY (2010)
 DL2450
 DL2450'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DKH)
 DL2450'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2450'THE MARK IS 2.5 MILES NORTHWEST OF NASHWAUK, 3.8 MILES NORTHWEST ALONG
 DL2450'TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DL2450'HIGHWAY 169 IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 179.0, 62.0
 DL2450'FEET WEST OF TRUNK HIGHWAY 65, 85.5 FEET SOUTH COUNTY ROAD 8, 15.2
 DL2450'FEET SOUTH OF CABLE BOX NUMBER 100 18, 20.5 FEET SOUTHEAST OF SPUR
 DL2450'SIGN POST, 19.0 FEET EAST-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2451 ***********************************************************************
 DL2451  DESIGNATION -  3112 V
 DL2451  PID         -  DL2451
 DL2451  STATE/COUNTY-  MN/ITASCA
 DL2451  COUNTRY     -  US
 DL2451  USGS QUAD   -  NASHWAUK (1969)
 DL2451
 DL2451                         *CURRENT SURVEY CONTROL
 DL2451  ______________________________________________________________________
 DL2451* NAD 83(2007) POSITION- 47 25 42.47714(N) 093 11 46.68864(W)   ADJUSTED  
 DL2451* NAD 83(2007) ELLIP HT-   420.105 (meters)        (04/01/09)   ADJUSTED
 DL2451* NAD 83(2007) EPOCH   -  2002.00
 DL2451* NAVD 88 ORTHO HEIGHT -   449.926  (meters)    1476.13  (feet) ADJUSTED  
 DL2451  ______________________________________________________________________
 DL2451  NAD 83(2007) X  -   -241,038.537 (meters)                     COMP
 DL2451  NAD 83(2007) Y  - -4,316,287.921 (meters)                     COMP
 DL2451  NAD 83(2007) Z  -  4,674,430.391 (meters)                     COMP
 DL2451  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC09
 DL2451  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 DL2451  DYNAMIC HEIGHT  -        449.962 (meters)     1476.25  (feet) COMP
 DL2451  MODELED GRAVITY -    980,678.8   (mgal)                       NAVD 88
 DL2451
 DL2451  HORZ ORDER      -  FIRST
 DL2451  VERT ORDER      -  SECOND    CLASS I
 DL2451  ELLP ORDER      -  SECOND    CLASS I
 DL2451
 DL2451.The horizontal coordinates were established by GPS observations
 DL2451.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2451
 DL2451.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2451.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2451
 DL2451.The horizontal coordinates are valid at the epoch date displayed above
 DL2451.which is a decimal equivalence of Year/Month/Day.
 DL2451
 DL2451.The orthometric height was determined by differential leveling and
 DL2451.adjusted in July 2011.
 DL2451
 DL2451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2451
 DL2451.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2451
 DL2451.The ellipsoidal height was determined by GPS observations
 DL2451.and is referenced to NAD 83.
 DL2451
 DL2451.The dynamic height is computed by dividing the NAVD 88
 DL2451.geopotential number by the normal gravity value computed on the
 DL2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2451.degrees latitude (g = 980.6199 gals.).
 DL2451
 DL2451.The modeled gravity was interpolated from observed gravity values.
 DL2451
 DL2451. The following values were computed from the NAD 83(2007) position.
 DL2451
 DL2451;                    North         East     Units Scale Factor Converg.
 DL2451;SPC MN N     -   203,225.114   792,734.909   MT  0.99992790   -0 04 17.0
 DL2451;SPC MN N     -   666,747.73  2,600,831.11   sFT  0.99992790   -0 04 17.0
 DL2451;UTM  15      - 5,252,798.434   485,195.725   MT  0.99960269   -0 08 40.4
 DL2451
 DL2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2451!SPC MN N     -   0.99993416  x   0.99992790  =   0.99986206
 DL2451!UTM  15      -   0.99993416  x   0.99960269  =   0.99953687
 DL2451
 DL2451:                Primary Azimuth Mark                     Grid Az
 DL2451:SPC MN N     -  3112 U                                   179 15 09.8
 DL2451:UTM  15      -  3112 U                                   179 19 33.2
 DL2451
 DL2451|---------------------------------------------------------------------|
 DL2451| PID    Reference Object                     Distance      Geod. Az  |
 DL2451|                                                           dddmmss.s |
 DL2451| DL2450 3112 U                              APPROX. 1.7 KM 1791052.8 |
 DL2451|---------------------------------------------------------------------|
 DL2451
 DL2451                          SUPERSEDED SURVEY CONTROL
 DL2451
 DL2451  NAVD 88 (04/01/09)  449.94   (m)         1476.2    (f) LEVELING    3  
 DL2451
 DL2451.Superseded values are not recommended for survey control.
 DL2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2451.See file dsdata.txt to determine how the superseded data were derived.
 DL2451
 DL2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8519552798(NAD 83)
 DL2451
 DL2451_MARKER: DD = SURVEY DISK
 DL2451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2451_STAMPING: 3112 V 2008
 DL2451_MARK LOGO: MNDT  
 DL2451_PROJECTION: FLUSH
 DL2451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2451+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2451_ROD/PIPE-DEPTH:  6.1 meters
 DL2451
 DL2451  HISTORY     - Date     Condition        Report By
 DL2451  HISTORY     - 2008     MONUMENTED       MNDT
 DL2451
 DL2451                          STATION DESCRIPTION
 DL2451
 DL2451'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2451'3.4 MILE NORTHWEST OF NASHWAUK, 4.80 MILES NORTHWEST ALONG TRUNK
 DL2451'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN
 DL2451'NASHWAUK, TO TRUNK HIGHWAY 65 MILEPOINT 180.05, THENCE 0.05 MILES WEST
 DL2451'ON COUNTRY ROAD, 152.0 FEET WEST OF TRUNK HIGHWAY 65, 29.0 FEET NORTH
 DL2451'OF COUNTRY ROAD, 14.0 FEET SOUTHEAST OF POWER POLE, 1.6 FEET EAST OF A
 DL2451'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2452 ***********************************************************************
 DL2452  DESIGNATION -  3112 W
 DL2452  PID         -  DL2452
 DL2452  STATE/COUNTY-  MN/ITASCA
 DL2452  COUNTRY     -  US
 DL2452  USGS QUAD   -  NASHWAUK (1969)
 DL2452
 DL2452                         *CURRENT SURVEY CONTROL
 DL2452  ______________________________________________________________________
 DL2452* NAD 83(2007) POSITION- 47 26 34.61759(N) 093 11 44.28705(W)   ADJUSTED  
 DL2452* NAD 83(2007) ELLIP HT-   413.451 (meters)        (04/01/09)   ADJUSTED
 DL2452* NAD 83(2007) EPOCH   -  2002.00
 DL2452* NAVD 88 ORTHO HEIGHT -   443.296  (meters)    1454.38  (feet) ADJUSTED  
 DL2452  ______________________________________________________________________
 DL2452  NAD 83(2007) X  -   -240,921.912 (meters)                     COMP
 DL2452  NAD 83(2007) Y  - -4,315,102.012 (meters)                     COMP
 DL2452  NAD 83(2007) Z  -  4,675,514.770 (meters)                     COMP
 DL2452  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC09
 DL2452  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 DL2452  DYNAMIC HEIGHT  -        443.333 (meters)     1454.50  (feet) COMP
 DL2452  MODELED GRAVITY -    980,681.0   (mgal)                       NAVD 88
 DL2452
 DL2452  HORZ ORDER      -  FIRST
 DL2452  VERT ORDER      -  SECOND    CLASS I
 DL2452  ELLP ORDER      -  SECOND    CLASS I
 DL2452
 DL2452.The horizontal coordinates were established by GPS observations
 DL2452.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2452
 DL2452.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2452.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2452
 DL2452.The horizontal coordinates are valid at the epoch date displayed above
 DL2452.which is a decimal equivalence of Year/Month/Day.
 DL2452
 DL2452.The orthometric height was determined by differential leveling and
 DL2452.adjusted in July 2011.
 DL2452
 DL2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2452
 DL2452.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2452
 DL2452.The ellipsoidal height was determined by GPS observations
 DL2452.and is referenced to NAD 83.
 DL2452
 DL2452.The dynamic height is computed by dividing the NAVD 88
 DL2452.geopotential number by the normal gravity value computed on the
 DL2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2452.degrees latitude (g = 980.6199 gals.).
 DL2452
 DL2452.The modeled gravity was interpolated from observed gravity values.
 DL2452
 DL2452. The following values were computed from the NAD 83(2007) position.
 DL2452
 DL2452;                    North         East     Units Scale Factor Converg.
 DL2452;SPC MN N     -   204,835.194   792,787.228   MT  0.99992614   -0 04 15.2
 DL2452;SPC MN N     -   672,030.13  2,601,002.76   sFT  0.99992614   -0 04 15.2
 DL2452;UTM  15      - 5,254,407.924   485,250.084   MT  0.99960267   -0 08 38.8
 DL2452
 DL2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2452!SPC MN N     -   0.99993520  x   0.99992614  =   0.99986134
 DL2452!UTM  15      -   0.99993520  x   0.99960267  =   0.99953789
 DL2452
 DL2452:                Primary Azimuth Mark                     Grid Az
 DL2452:SPC MN N     -  3112 V                                   181 51 40.1
 DL2452:UTM  15      -  3112 V                                   181 56 03.7
 DL2452
 DL2452|---------------------------------------------------------------------|
 DL2452| PID    Reference Object                     Distance      Geod. Az  |
 DL2452|                                                           dddmmss.s |
 DL2452| DL2451 3112 V                              APPROX. 1.6 KM 1814724.9 |
 DL2452|---------------------------------------------------------------------|
 DL2452
 DL2452                          SUPERSEDED SURVEY CONTROL
 DL2452
 DL2452  NAVD 88 (04/01/09)  443.31   (m)         1454.4    (f) LEVELING    3  
 DL2452
 DL2452.Superseded values are not recommended for survey control.
 DL2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2452.See file dsdata.txt to determine how the superseded data were derived.
 DL2452
 DL2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8525054407(NAD 83)
 DL2452
 DL2452_MARKER: DD = SURVEY DISK
 DL2452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2452_STAMPING: 3112 W 2008
 DL2452_MARK LOGO: MNDT  
 DL2452_PROJECTION: RECESSED 3 CENTIMETERS
 DL2452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2452+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2452_ROD/PIPE-DEPTH:  9.1 meters
 DL2452
 DL2452  HISTORY     - Date     Condition        Report By
 DL2452  HISTORY     - 2008     MONUMENTED       MNDT
 DL2452
 DL2452                          STATION DESCRIPTION
 DL2452
 DL2452'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2452'4.4 MILE NORTHWEST OF NASHWAUK, 5.80 MILES NORTHWEST ALONG TRUNK
 DL2452'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169 IN
 DL2452'NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 181.05, 69.8 FEET EAST OF
 DL2452'TRUNK HIGHWAY 65, 45.6 FEET NORTH OF EAST WOOD ROAD, 65.0 FEET NORTH
 DL2452'OF POWER POLE NUMBER 75 (WEST POLE OF TWO), 1.5 FEET WEST OF A WITNESS
 DL2452'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2453 ***********************************************************************
 DL2453  DESIGNATION -  3112 X
 DL2453  PID         -  DL2453
 DL2453  STATE/COUNTY-  MN/ITASCA
 DL2453  COUNTRY     -  US
 DL2453  USGS QUAD   -  NASHWAUK (1969)
 DL2453
 DL2453                         *CURRENT SURVEY CONTROL
 DL2453  ______________________________________________________________________
 DL2453* NAD 83(2007) POSITION- 47 27 25.47290(N) 093 11 45.04773(W)   ADJUSTED  
 DL2453* NAD 83(2007) ELLIP HT-   408.802 (meters)        (04/01/09)   ADJUSTED
 DL2453* NAD 83(2007) EPOCH   -  2002.00
 DL2453* NAVD 88 ORTHO HEIGHT -   438.663  (meters)    1439.18  (feet) ADJUSTED  
 DL2453  ______________________________________________________________________
 DL2453  NAD 83(2007) X  -   -240,873.144 (meters)                     COMP
 DL2453  NAD 83(2007) Y  - -4,313,942.685 (meters)                     COMP
 DL2453  NAD 83(2007) Z  -  4,676,573.489 (meters)                     COMP
 DL2453  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC09
 DL2453  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 DL2453  DYNAMIC HEIGHT  -        438.700 (meters)     1439.30  (feet) COMP
 DL2453  MODELED GRAVITY -    980,684.1   (mgal)                       NAVD 88
 DL2453
 DL2453  HORZ ORDER      -  FIRST
 DL2453  VERT ORDER      -  SECOND    CLASS I
 DL2453  ELLP ORDER      -  SECOND    CLASS I
 DL2453
 DL2453.The horizontal coordinates were established by GPS observations
 DL2453.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2453
 DL2453.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2453.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2453
 DL2453.The horizontal coordinates are valid at the epoch date displayed above
 DL2453.which is a decimal equivalence of Year/Month/Day.
 DL2453
 DL2453.The orthometric height was determined by differential leveling and
 DL2453.adjusted in July 2011.
 DL2453
 DL2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2453
 DL2453.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2453
 DL2453.The ellipsoidal height was determined by GPS observations
 DL2453.and is referenced to NAD 83.
 DL2453
 DL2453.The dynamic height is computed by dividing the NAVD 88
 DL2453.geopotential number by the normal gravity value computed on the
 DL2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2453.degrees latitude (g = 980.6199 gals.).
 DL2453
 DL2453.The modeled gravity was interpolated from observed gravity values.
 DL2453
 DL2453. The following values were computed from the NAD 83(2007) position.
 DL2453
 DL2453;                    North         East     Units Scale Factor Converg.
 DL2453;SPC MN N     -   206,405.671   792,773.240   MT  0.99992450   -0 04 15.8
 DL2453;SPC MN N     -   677,182.61  2,600,956.87   sFT  0.99992450   -0 04 15.8
 DL2453;UTM  15      - 5,255,977.911   485,238.106   MT  0.99960268   -0 08 39.5
 DL2453
 DL2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2453!SPC MN N     -   0.99993593  x   0.99992450  =   0.99986043
 DL2453!UTM  15      -   0.99993593  x   0.99960268  =   0.99953863
 DL2453
 DL2453:                Primary Azimuth Mark                     Grid Az
 DL2453:SPC MN N     -  3112 W                                   179 29 22.8
 DL2453:UTM  15      -  3112 W                                   179 33 46.5
 DL2453
 DL2453|---------------------------------------------------------------------|
 DL2453| PID    Reference Object                     Distance      Geod. Az  |
 DL2453|                                                           dddmmss.s |
 DL2453| DL2452 3112 W                              APPROX. 1.6 KM 1792507.0 |
 DL2453|---------------------------------------------------------------------|
 DL2453
 DL2453                          SUPERSEDED SURVEY CONTROL
 DL2453
 DL2453  NAVD 88 (04/01/09)  438.68   (m)         1439.2    (f) LEVELING    3  
 DL2453
 DL2453.Superseded values are not recommended for survey control.
 DL2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2453.See file dsdata.txt to determine how the superseded data were derived.
 DL2453
 DL2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8523855977(NAD 83)
 DL2453
 DL2453_MARKER: DD = SURVEY DISK
 DL2453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2453_STAMPING: 3112 X 2008
 DL2453_MARK LOGO: MNDT  
 DL2453_PROJECTION: RECESSED 3 CENTIMETERS
 DL2453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2453+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2453_ROD/PIPE-DEPTH:  7.6 meters
 DL2453
 DL2453  HISTORY     - Date     Condition        Report By
 DL2453  HISTORY     - 2008     MONUMENTED       MNDT
 DL2453
 DL2453                          STATION DESCRIPTION
 DL2453
 DL2453'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2453'5.20 MILES NORTHWEST OF NASHWAUK, 6.80 MILES NORTHWEST ALONG TRUNK
 DL2453'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2453'IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 182.0, 74.7 FEET EAST OF
 DL2453'TRUNK HIGHWAY 65, 61.4 FEET SOUTH OF COUNTY ROAD 564, 30.0 FEET NORTH
 DL2453'NORTHWEST OF POWER POLE WITH 4 GUY WIRES, 12.7 FEET WEST OF A
 DL2453'NORTH-SOUTH FENCE LINE, 13.0 FEET SOUTHWEST OF CABLE BOX NUMBER 100
 DL2453'42, 1.8 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2454 ***********************************************************************
 DL2454  DESIGNATION -  3112 Y
 DL2454  PID         -  DL2454
 DL2454  STATE/COUNTY-  MN/ITASCA
 DL2454  COUNTRY     -  US
 DL2454  USGS QUAD   -  NASHWAUK (1969)
 DL2454
 DL2454                         *CURRENT SURVEY CONTROL
 DL2454  ______________________________________________________________________
 DL2454* NAD 83(2007) POSITION- 47 28 17.47473(N) 093 11 45.52125(W)   ADJUSTED  
 DL2454* NAD 83(2007) ELLIP HT-   400.557 (meters)        (04/01/09)   ADJUSTED
 DL2454* NAD 83(2007) EPOCH   -  2002.00
 DL2454* NAVD 88 ORTHO HEIGHT -   430.420  (meters)    1412.14  (feet) ADJUSTED  
 DL2454  ______________________________________________________________________
 DL2454  NAD 83(2007) X  -   -240,816.757 (meters)                     COMP
 DL2454  NAD 83(2007) Y  - -4,312,754.950 (meters)                     COMP
 DL2454  NAD 83(2007) Z  -  4,677,653.211 (meters)                     COMP
 DL2454  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC09
 DL2454  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 DL2454  DYNAMIC HEIGHT  -        430.458 (meters)     1412.26  (feet) COMP
 DL2454  MODELED GRAVITY -    980,687.5   (mgal)                       NAVD 88
 DL2454
 DL2454  HORZ ORDER      -  FIRST
 DL2454  VERT ORDER      -  SECOND    CLASS I
 DL2454  ELLP ORDER      -  SECOND    CLASS I
 DL2454
 DL2454.The horizontal coordinates were established by GPS observations
 DL2454.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2454
 DL2454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2454.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2454
 DL2454.The horizontal coordinates are valid at the epoch date displayed above
 DL2454.which is a decimal equivalence of Year/Month/Day.
 DL2454
 DL2454.The orthometric height was determined by differential leveling and
 DL2454.adjusted in July 2011.
 DL2454
 DL2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2454
 DL2454.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2454
 DL2454.The ellipsoidal height was determined by GPS observations
 DL2454.and is referenced to NAD 83.
 DL2454
 DL2454.The dynamic height is computed by dividing the NAVD 88
 DL2454.geopotential number by the normal gravity value computed on the
 DL2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2454.degrees latitude (g = 980.6199 gals.).
 DL2454
 DL2454.The modeled gravity was interpolated from observed gravity values.
 DL2454
 DL2454. The following values were computed from the NAD 83(2007) position.
 DL2454
 DL2454;                    North         East     Units Scale Factor Converg.
 DL2454;SPC MN N     -   208,011.548   792,765.316   MT  0.99992288   -0 04 16.1
 DL2454;SPC MN N     -   682,451.22  2,600,930.87   sFT  0.99992288   -0 04 16.1
 DL2454;UTM  15      - 5,257,583.281   485,232.238   MT  0.99960268   -0 08 39.9
 DL2454
 DL2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2454!SPC MN N     -   0.99993722  x   0.99992288  =   0.99986010
 DL2454!UTM  15      -   0.99993722  x   0.99960268  =   0.99953993
 DL2454
 DL2454:                Primary Azimuth Mark                     Grid Az
 DL2454:SPC MN N     -  3112 X                                   179 43 02.3
 DL2454:UTM  15      -  3112 X                                   179 47 26.1
 DL2454
 DL2454|---------------------------------------------------------------------|
 DL2454| PID    Reference Object                     Distance      Geod. Az  |
 DL2454|                                                           dddmmss.s |
 DL2454| DL2453 3112 X                              APPROX. 1.6 KM 1793846.2 |
 DL2454|---------------------------------------------------------------------|
 DL2454
 DL2454                          SUPERSEDED SURVEY CONTROL
 DL2454
 DL2454  NAVD 88 (04/01/09)  430.43   (m)         1412.2    (f) LEVELING    3  
 DL2454
 DL2454.Superseded values are not recommended for survey control.
 DL2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2454.See file dsdata.txt to determine how the superseded data were derived.
 DL2454
 DL2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8523257583(NAD 83)
 DL2454
 DL2454_MARKER: DD = SURVEY DISK
 DL2454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2454_STAMPING: 3112 Y 2008
 DL2454_MARK LOGO: MNDT  
 DL2454_PROJECTION: FLUSH
 DL2454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2454+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2010
 DL2454_ROD/PIPE-DEPTH:  9.1 meters
 DL2454
 DL2454  HISTORY     - Date     Condition        Report By
 DL2454  HISTORY     - 20080506 MONUMENTED       MNDT
 DL2454  HISTORY     - 20100114 GOOD             MNDT
 DL2454
 DL2454                          STATION DESCRIPTION
 DL2454
 DL2454'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2454'6.2 MILES NORTHWEST OF NASHWAUK, 7.8 MILES NORTHWEST ALONG TRUNK
 DL2454'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2454'IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 183, 53.4 FEET WEST OF
 DL2454'TRUNK HIGHWAY 65, 136.0 FEET SOUTH OF COUNTY ROAD 532, 84.0 FEET SOUTH
 DL2454'OF CABLE BOX NUMBER 133-1, 66.3 FEET SOUTHEAST OF A RIGHT-OF-WAY POST,
 DL2454'28.0 FEET SOUTH OF AN ENTRANCE, 1.6 FEET EAST OF A WITNESS POST.
 DL2454
 DL2454                          STATION RECOVERY (2010)
 DL2454
 DL2454'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (GLR)
 DL2454'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2454'THE MARK IS 6.2 MILES NORTHWEST OF NASHWAUK, 7.8 MILES NORTHWEST ALONG
 DL2454'TRUNK HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK
 DL2454'HIGHWAY 169 IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 183.0, 53.4
 DL2454'FEET WEST OF TRUNK HIGHWAY 65, 136.0 FEET SOUTH OF COUNTY ROAD 532,
 DL2454'84.0 FEET SOUTH OF CABLE BOX NUMBER 133-1, 66.3 FEET SOUTHEAST OF A
 DL2454'RIGHT-OF-WAY POST, 28 FEET SOUTH OF AN ENTRANCE, 1.6 FEET EAST OF A
 DL2454'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2455 ***********************************************************************
 DL2455  DESIGNATION -  3112 Z
 DL2455  PID         -  DL2455
 DL2455  STATE/COUNTY-  MN/ITASCA
 DL2455  COUNTRY     -  US
 DL2455  USGS QUAD   -  NASHWAUK (1969)
 DL2455
 DL2455                         *CURRENT SURVEY CONTROL
 DL2455  ______________________________________________________________________
 DL2455* NAD 83(2007) POSITION- 47 29 11.07699(N) 093 11 44.28821(W)   ADJUSTED  
 DL2455* NAD 83(2007) ELLIP HT-   395.998 (meters)        (04/01/09)   ADJUSTED
 DL2455* NAD 83(2007) EPOCH   -  2002.00
 DL2455* NAVD 88 ORTHO HEIGHT -   425.860  (meters)    1397.18  (feet) ADJUSTED  
 DL2455  ______________________________________________________________________
 DL2455  NAD 83(2007) X  -   -240,722.785 (meters)                     COMP
 DL2455  NAD 83(2007) Y  - -4,311,535.042 (meters)                     COMP
 DL2455  NAD 83(2007) Z  -  4,678,768.753 (meters)                     COMP
 DL2455  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC09
 DL2455  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 DL2455  DYNAMIC HEIGHT  -        425.899 (meters)     1397.30  (feet) COMP
 DL2455  MODELED GRAVITY -    980,691.3   (mgal)                       NAVD 88
 DL2455
 DL2455  HORZ ORDER      -  FIRST
 DL2455  VERT ORDER      -  SECOND    CLASS I
 DL2455  ELLP ORDER      -  SECOND    CLASS I
 DL2455
 DL2455.The horizontal coordinates were established by GPS observations
 DL2455.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2455
 DL2455.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2455.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2455
 DL2455.The horizontal coordinates are valid at the epoch date displayed above
 DL2455.which is a decimal equivalence of Year/Month/Day.
 DL2455
 DL2455.The orthometric height was determined by differential leveling and
 DL2455.adjusted in July 2011.
 DL2455
 DL2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2455
 DL2455.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2455
 DL2455.The ellipsoidal height was determined by GPS observations
 DL2455.and is referenced to NAD 83.
 DL2455
 DL2455.The dynamic height is computed by dividing the NAVD 88
 DL2455.geopotential number by the normal gravity value computed on the
 DL2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2455.degrees latitude (g = 980.6199 gals.).
 DL2455
 DL2455.The modeled gravity was interpolated from observed gravity values.
 DL2455
 DL2455. The following values were computed from the NAD 83(2007) position.
 DL2455
 DL2455;                    North         East     Units Scale Factor Converg.
 DL2455;SPC MN N     -   209,666.805   792,793.182   MT  0.99992127   -0 04 15.2
 DL2455;SPC MN N     -   687,881.84  2,601,022.30   sFT  0.99992127   -0 04 15.2
 DL2455;UTM  15      - 5,259,237.972   485,262.212   MT  0.99960267   -0 08 39.1
 DL2455
 DL2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2455!SPC MN N     -   0.99993793  x   0.99992127  =   0.99985921
 DL2455!UTM  15      -   0.99993793  x   0.99960267  =   0.99954063
 DL2455
 DL2455:                Primary Azimuth Mark                     Grid Az
 DL2455:SPC MN N     -  3112 Y                                   180 57 52.1
 DL2455:UTM  15      -  3112 Y                                   181 02 16.0
 DL2455
 DL2455|---------------------------------------------------------------------|
 DL2455| PID    Reference Object                     Distance      Geod. Az  |
 DL2455|                                                           dddmmss.s |
 DL2455| DL2454 3112 Y                              APPROX. 1.7 KM 1805336.9 |
 DL2455|---------------------------------------------------------------------|
 DL2455
 DL2455                          SUPERSEDED SURVEY CONTROL
 DL2455
 DL2455  NAVD 88 (04/01/09)  425.87   (m)         1397.2    (f) LEVELING    3  
 DL2455
 DL2455.Superseded values are not recommended for survey control.
 DL2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2455.See file dsdata.txt to determine how the superseded data were derived.
 DL2455
 DL2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8526259237(NAD 83)
 DL2455
 DL2455_MARKER: DD = SURVEY DISK
 DL2455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2455_STAMPING: 3112 Z 2008
 DL2455_MARK LOGO: MNDT  
 DL2455_PROJECTION: RECESSED 5 CENTIMETERS
 DL2455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2455+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL2455_ROD/PIPE-DEPTH: 16.8 meters
 DL2455
 DL2455  HISTORY     - Date     Condition        Report By
 DL2455  HISTORY     - 2008     MONUMENTED       MNDT
 DL2455
 DL2455                          STATION DESCRIPTION
 DL2455
 DL2455'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2455'7.2 MILES NORTHWEST OF NASHWAUK, 8.85 MILES NORTHWEST ALONG TRUNK
 DL2455'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 169
 DL2455'IN NASHWAUK, AT TRUNK HIGHWAY 65 MILEPOINT 184, 59.0 FEET WEST OF
 DL2455'TRUNK HIGHWAY 65, 29.0 FEET NORTH OF COUNTY ROAD 539, 59.0 FEET NORTH
 DL2455'OF CABLE BOX NUMBER 137-1, 6.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6819 ***********************************************************************
 DM6819  DESIGNATION -  3113 A
 DM6819  PID         -  DM6819
 DM6819  STATE/COUNTY-  MN/ITASCA
 DM6819  COUNTRY     -  US
 DM6819  USGS QUAD   -  RAUCH (1970)
 DM6819
 DM6819                         *CURRENT SURVEY CONTROL
 DM6819  ______________________________________________________________________
 DM6819* NAD 83(2007) POSITION- 47 52 42.31700(N) 093 07 56.30674(W)   ADJUSTED  
 DM6819* NAD 83(2007) ELLIP HT-   384.458 (meters)        (03/17/11)   ADJUSTED
 DM6819* NAD 83(2007) EPOCH   -  2002.00
 DM6819* NAVD 88 ORTHO HEIGHT -   414.46   (meters)    1359.8   (feet) LEVELING  
 DM6819  ______________________________________________________________________
 DM6819  GEOID HEIGHT    -        -30.03  (meters)                     GEOID09
 DM6819  NAD 83(2007) X  -   -234,195.629 (meters)                     COMP
 DM6819  NAD 83(2007) Y  - -4,279,608.829 (meters)                     COMP
 DM6819  NAD 83(2007) Z  -  4,708,105.384 (meters)                     COMP
 DM6819  LAPLACE CORR    -         -7.56  (seconds)                    DEFLEC09
 DM6819  HORZ ORDER      -  FIRST
 DM6819  VERT ORDER      -  THIRD ?
 DM6819  ELLP ORDER      -  FOURTH    CLASS I
 DM6819
 DM6819.The horizontal coordinates were established by GPS observations
 DM6819.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6819
 DM6819.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6819.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6819
 DM6819.The horizontal coordinates are valid at the epoch date displayed above
 DM6819.which is a decimal equivalence of Year/Month/Day.
 DM6819
 DM6819.The orthometric height was determined by differential leveling.
 DM6819.The vertical network tie was performed by a horz. field party for horz.
 DM6819.obs reductions. Reset procedures were used to establish the elevation.
 DM6819
 DM6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6819
 DM6819.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6819
 DM6819.The ellipsoidal height was determined by GPS observations
 DM6819.and is referenced to NAD 83.
 DM6819
 DM6819. The following values were computed from the NAD 83(2007) position.
 DM6819
 DM6819;                    North         East     Units Scale Factor Converg.
 DM6819;SPC MN N     -   253,244.274   797,583.622   MT  0.99990310   -0 01 26.2
 DM6819;SPC MN N     -   830,852.26  2,616,738.93   sFT  0.99990310   -0 01 26.2
 DM6819;UTM  15      - 5,302,795.882   490,107.295   MT  0.99960120   -0 05 53.3
 DM6819
 DM6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6819!SPC MN N     -   0.99993975  x   0.99990310  =   0.99984285
 DM6819!UTM  15      -   0.99993975  x   0.99960120  =   0.99954097
 DM6819
 DM6819:                Primary Azimuth Mark                     Grid Az
 DM6819:SPC MN N     -  3113 B                                   090 24 51.5
 DM6819:UTM  15      -  3113 B                                   090 29 18.6
 DM6819
 DM6819|---------------------------------------------------------------------|
 DM6819| PID    Reference Object                     Distance      Geod. Az  |
 DM6819|                                                           dddmmss.s |
 DM6819| DM6820 3113 B                              APPROX. 0.6 KM 0902325.3 |
 DM6819|---------------------------------------------------------------------|
 DM6819
 DM6819                          SUPERSEDED SURVEY CONTROL
 DM6819
 DM6819.No superseded survey control is available for this station.
 DM6819
 DM6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP9010702795(NAD 83)
 DM6819
 DM6819_MARKER: DD = SURVEY DISK
 DM6819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6819_STAMPING: 3113 A 2005
 DM6819_MARK LOGO: MNDT  
 DM6819_PROJECTION: FLUSH
 DM6819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6819+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DM6819_ROD/PIPE-DEPTH:  3.0 meters
 DM6819
 DM6819  HISTORY     - Date     Condition        Report By
 DM6819  HISTORY     - 20050726 MONUMENTED       MNDT
 DM6819  HISTORY     - 20100406 GOOD             MNDT
 DM6819  HISTORY     - 20100406 GOOD             MNDT
 DM6819  HISTORY     - 20100406 GOOD             MNDT
 DM6819
 DM6819                          STATION DESCRIPTION
 DM6819
 DM6819'DESCRIBED BY MN DEPT OF TRANSP 2010 (MAS)
 DM6819'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM6819'THE MARK IS 4.0 MILES NORTH-NORTHEAST OF TOGO, 2.0 MILES NORTH ALONG
 DM6819'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1
 DM6819'EAST (2.5 MILES NORTHEAST OF TOGO), THEN 0.35 MILE WEST OF TRUNK
 DM6819'HIGHWAY 65 FROM MILEPOINT 214.55, 42.3 FEET SOUTH OF TRUNK HIGHWAY 65,
 DM6819'20.0 FEET WEST OF POWER POLE, 1.0 FOOT NORTH OF WITNESS POST.
 DM6819
 DM6819                          STATION RECOVERY (2010)
 DM6819
 DM6819'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DM6819'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM6819'THE MARK IS 4.0 MILES NORTH-NORTHEAST OF TOGO, 2.0 MILES NORTH ALONG
 DM6819'TRUNK HIGHWAY 65 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 1 (2.5 MILES
 DM6819'NORTHEAST OF TOGO) TO MILEPOINT 214.55 THEN 0.35 MILE WEST, 42.3 FEET
 DM6819'SOUTH OF TRUNK HIGHWAY 65, 20.0 FEET WEST OF POWER POLE, 1.0 FOOT
 DM6819'NORTH OF WITNESS POST.
 DM6819
 DM6819                          STATION RECOVERY (2010)
 DM6819
 DM6819'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM6819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6820 ***********************************************************************
 DM6820  DESIGNATION -  3113 B
 DM6820  PID         -  DM6820
 DM6820  STATE/COUNTY-  MN/ITASCA
 DM6820  COUNTRY     -  US
 DM6820  USGS QUAD   -  SILVERDALE (1970)
 DM6820
 DM6820                         *CURRENT SURVEY CONTROL
 DM6820  ______________________________________________________________________
 DM6820* NAD 83(2007) POSITION- 47 52 42.17583(N) 093 07 25.75394(W)   ADJUSTED  
 DM6820* NAD 83(2007) ELLIP HT-   382.819 (meters)        (03/17/11)   ADJUSTED
 DM6820* NAD 83(2007) EPOCH   -  2002.00
 DM6820* NAVD 88 ORTHO HEIGHT -   412.85   (meters)    1354.5   (feet) LEVELING  
 DM6820  ______________________________________________________________________
 DM6820  GEOID HEIGHT    -        -30.05  (meters)                     GEOID09
 DM6820  NAD 83(2007) X  -   -233,561.829 (meters)                     COMP
 DM6820  NAD 83(2007) Y  - -4,279,645.604 (meters)                     COMP
 DM6820  NAD 83(2007) Z  -  4,708,101.244 (meters)                     COMP
 DM6820  LAPLACE CORR    -         -7.42  (seconds)                    DEFLEC09
 DM6820  HORZ ORDER      -  FIRST
 DM6820  VERT ORDER      -  THIRD ?
 DM6820  ELLP ORDER      -  FOURTH    CLASS I
 DM6820
 DM6820.The horizontal coordinates were established by GPS observations
 DM6820.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6820
 DM6820.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6820.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6820
 DM6820.The horizontal coordinates are valid at the epoch date displayed above
 DM6820.which is a decimal equivalence of Year/Month/Day.
 DM6820
 DM6820.The orthometric height was determined by differential leveling.
 DM6820.The vertical network tie was performed by a horz. field party for horz.
 DM6820.obs reductions. Reset procedures were used to establish the elevation.
 DM6820
 DM6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6820
 DM6820.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6820
 DM6820.The ellipsoidal height was determined by GPS observations
 DM6820.and is referenced to NAD 83.
 DM6820
 DM6820. The following values were computed from the NAD 83(2007) position.
 DM6820
 DM6820;                    North         East     Units Scale Factor Converg.
 DM6820;SPC MN N     -   253,239.684   798,218.383   MT  0.99990310   -0 01 03.6
 DM6820;SPC MN N     -   830,837.20  2,618,821.48   sFT  0.99990310   -0 01 03.6
 DM6820;UTM  15      - 5,302,790.472   490,741.858   MT  0.99960105   -0 05 30.6
 DM6820
 DM6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6820!SPC MN N     -   0.99994000  x   0.99990310  =   0.99984311
 DM6820!UTM  15      -   0.99994000  x   0.99960105  =   0.99954108
 DM6820
 DM6820:                Primary Azimuth Mark                     Grid Az
 DM6820:SPC MN N     -  3113 A                                   270 24 51.6
 DM6820:UTM  15      -  3113 A                                   270 29 18.6
 DM6820
 DM6820|---------------------------------------------------------------------|
 DM6820| PID    Reference Object                     Distance      Geod. Az  |
 DM6820|                                                           dddmmss.s |
 DM6820| DM6819 3113 A                              APPROX. 0.6 KM 2702348.0 |
 DM6820|---------------------------------------------------------------------|
 DM6820
 DM6820                          SUPERSEDED SURVEY CONTROL
 DM6820
 DM6820.No superseded survey control is available for this station.
 DM6820
 DM6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP9074102790(NAD 83)
 DM6820
 DM6820_MARKER: I = METAL ROD
 DM6820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM6820+WITH SETTING: INFORMATION.
 DM6820_STAMPING: 3113 B 2010
 DM6820_MARK LOGO: MNDT  
 DM6820_PROJECTION: RECESSED 8 CENTIMETERS
 DM6820_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6820+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DM6820_ROD/PIPE-DEPTH:  2.4 meters
 DM6820
 DM6820  HISTORY     - Date     Condition        Report By
 DM6820  HISTORY     - 20100524 MONUMENTED       MNDT
 DM6820  HISTORY     - 20100524 GOOD             MNDT
 DM6820
 DM6820                          STATION DESCRIPTION
 DM6820
 DM6820'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6820'THE MARK IS 4.2 MILES NORTHEAST OF TOGO, 1.95 MILES NORTH ALONG TRUNK
 DM6820'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1 EAST,
 DM6820'AT TRUNK HIGHWAY 65 MILEPOINT 214.20, 39.9 FEET EAST OF TRUNK HIGHWAY
 DM6820'65, 29.0 FEET SOUTH OF COUNTY ROAD 547, 1.3 WEST OF WITNESS POST.  ROD
 DM6820'DRIVEN TO REFUSAL.
 DM6820
 DM6820                          STATION RECOVERY (2010)
 DM6820
 DM6820'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6820'RECOVERED AS DESCRIBED.
 DM6820' 
 DM6820'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6820'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6820'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6820'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6821 ***********************************************************************
 DM6821  DESIGNATION -  3113 C
 DM6821  PID         -  DM6821
 DM6821  STATE/COUNTY-  MN/ITASCA
 DM6821  COUNTRY     -  US
 DM6821  USGS QUAD   -  RAUCH (1970)
 DM6821
 DM6821                         *CURRENT SURVEY CONTROL
 DM6821  ______________________________________________________________________
 DM6821* NAD 83(2007) POSITION- 47 53 34.96897(N) 093 09 55.80984(W)   ADJUSTED  
 DM6821* NAD 83(2007) ELLIP HT-   367.464 (meters)        (03/17/11)   ADJUSTED
 DM6821* NAD 83(2007) EPOCH   -  2002.00
 DM6821* NAVD 88 ORTHO HEIGHT -   397.43   (meters)    1303.9   (feet) LEVELING  
 DM6821  ______________________________________________________________________
 DM6821  GEOID HEIGHT    -        -29.98  (meters)                     GEOID09
 DM6821  NAD 83(2007) X  -   -236,607.808 (meters)                     COMP
 DM6821  NAD 83(2007) Y  - -4,278,256.497 (meters)                     COMP
 DM6821  NAD 83(2007) Z  -  4,709,183.382 (meters)                     COMP
 DM6821  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC09
 DM6821  HORZ ORDER      -  FIRST
 DM6821  VERT ORDER      -  THIRD ?
 DM6821  ELLP ORDER      -  FOURTH    CLASS I
 DM6821
 DM6821.The horizontal coordinates were established by GPS observations
 DM6821.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6821
 DM6821.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6821.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6821
 DM6821.The horizontal coordinates are valid at the epoch date displayed above
 DM6821.which is a decimal equivalence of Year/Month/Day.
 DM6821
 DM6821.The orthometric height was determined by differential leveling.
 DM6821.The vertical network tie was performed by a horz. field party for horz.
 DM6821.obs reductions. Reset procedures were used to establish the elevation.
 DM6821
 DM6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6821
 DM6821.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6821
 DM6821.The ellipsoidal height was determined by GPS observations
 DM6821.and is referenced to NAD 83.
 DM6821
 DM6821. The following values were computed from the NAD 83(2007) position.
 DM6821
 DM6821;                    North         East     Units Scale Factor Converg.
 DM6821;SPC MN N     -   254,871.874   795,102.215   MT  0.99990332   -0 02 54.8
 DM6821;SPC MN N     -   836,192.14  2,608,597.85   sFT  0.99990332   -0 02 54.8
 DM6821;UTM  15      - 5,304,426.203   487,628.746   MT  0.99960188   -0 07 22.0
 DM6821
 DM6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6821!SPC MN N     -   0.99994241  x   0.99990332  =   0.99984573
 DM6821!UTM  15      -   0.99994241  x   0.99960188  =   0.99954431
 DM6821
 DM6821                          SUPERSEDED SURVEY CONTROL
 DM6821
 DM6821.No superseded survey control is available for this station.
 DM6821
 DM6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP8762804426(NAD 83)
 DM6821
 DM6821_MARKER: I = METAL ROD
 DM6821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6821_STAMPING: 3113 C 2010
 DM6821_MARK LOGO: MNDT  
 DM6821_PROJECTION: RECESSED 10 CENTIMETERS
 DM6821_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6821+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DM6821_ROD/PIPE-DEPTH: 11.3 meters
 DM6821
 DM6821  HISTORY     - Date     Condition        Report By
 DM6821  HISTORY     - 20100524 MONUMENTED       MNDT
 DM6821  HISTORY     - 20100524 GOOD             MNDT
 DM6821
 DM6821                          STATION DESCRIPTION
 DM6821
 DM6821'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6821'THE MARK IS 4.9 MILES NORTH OF TOGO, 4.95 MILES NORTH AND WEST ALONG
 DM6821'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 1
 DM6821'EAST, AT TRUNK HIGHWAY 65 MILEPOINT 217.15, 28.3 FEET EAST OF TRUNK
 DM6821'HIGHWAY 65, 25.3 FEET SOUTH OF COUNTY ROAD 60, 18.5 FEET NORTHWEST OF
 DM6821'POWER POLE.
 DM6821
 DM6821                          STATION RECOVERY (2010)
 DM6821
 DM6821'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6821'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1155 ***********************************************************************
 SK1155  DESIGNATION -  3114 D RESET
 SK1155  PID         -  SK1155
 SK1155  STATE/COUNTY-  MN/ITASCA
 SK1155  COUNTRY     -  US
 SK1155  USGS QUAD   -  FUNKLEY (1971)
 SK1155
 SK1155                         *CURRENT SURVEY CONTROL
 SK1155  ______________________________________________________________________
 SK1155* NAD 83(1986) POSITION- 47 49 30.     (N) 094 22 43.     (W)   SCALED    
 SK1155* NAVD 88 ORTHO HEIGHT -   424.14   (meters)    1391.5   (feet) RESET     
 SK1155  ______________________________________________________________________
 SK1155  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 SK1155  VERT ORDER      -  THIRD
 SK1155
 SK1155.The horizontal coordinates were scaled from a topographic map and have
 SK1155.an estimated accuracy of +/- 6 seconds.
 SK1155.
 SK1155.The orthometric height was computed from unverified reset data.
 SK1155
 SK1155.No vertical observational check was made to the station.
 SK1155
 SK1155;                    North         East    Units  Estimated Accuracy
 SK1155;SPC MN N     -   248,100.      704,280.      MT  (+/- 180 meters Scaled)
 SK1155
 SK1155                          SUPERSEDED SURVEY CONTROL
 SK1155
 SK1155  NGVD 29 (04/14/03)  423.80   (m)         1390.4    (f) RESET       3  
 SK1155
 SK1155.Superseded values are not recommended for survey control.
 SK1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1155.See file dsdata.txt to determine how the superseded data were derived.
 SK1155
 SK1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN968977(NAD 83)
 SK1155
 SK1155_MARKER: DV = VERTICAL CONTROL DISK
 SK1155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1155_SP_SET: ALUMINUM ALLOY ROD
 SK1155_STAMPING: 3114 D RESET 1988
 SK1155_MARK LOGO: MNDT  
 SK1155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1155+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 SK1155
 SK1155  HISTORY     - Date     Condition        Report By
 SK1155  HISTORY     - 1988     MONUMENTED       MNDT
 SK1155  HISTORY     - 20030401 GOOD             MNDT
 SK1155
 SK1155                          STATION DESCRIPTION
 SK1155
 SK1155'DESCRIBED BY MN DEPT OF TRANSP 1988
 SK1155'5.9 MI SW FROM NORTHOME.
 SK1155'5.9 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM ITS NORTH
 SK1155'JUNCTION WITH TRUNK HIGHWAY 1 AT NORTHOME, 2.85 MILES SOUTHWEST ALONG
 SK1155'HIGHWAY 71 FROM ITS SOUTH JUNCTION WITH HIGHWAY 1 (3 MILES SOUTHWEST
 SK1155'OF NORTHOME), 10.8 MILES NORTHEAST ALONG HIGHWAY 71 FROM ITS JUNCTION
 SK1155'WITH TRUNK HIGHWAY 72 AT BLACKDUCK, AND IN THE SE 1/4 OF SECTION 8,
 SK1155'T150N, R29W.  THE MARK IS 125 FEET LEFT (NORTH) OF AND ABOUT 4.5 FEET
 SK1155'LOWER THAN THE CENTERLINE OF NEW HIGHWAY 71 AT ENGINEERS STATION
 SK1155'815+00 (MILEPOINT 347.75), 3.2 FEET WEST-SOUTHWEST OF MNDT
 SK1155'RIGHT-OF-WAY MONUMENT B 17, 4.9 FEET WEST-SOUTHWEST OF A STEEL
 SK1155'RIGHT-OF-WAY POST AND 1.0 FOOT SOUTHEAST OF A STEEL WITNESS POST,
 SK1155'FRICTION FITTED ON TOP OF A 3/4 INCH DIAMETER BY 25.8 FOOT LONG
 SK1155'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL,  ENCASED IN A 6 INCH DIAMETER
 SK1155'PVC PIPE FILLED WITH ROCK, AND FLUSH WITH THE GROUND.
 SK1155
 SK1155                          STATION RECOVERY (2003)
 SK1155
 SK1155'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK1155'THE MARK WAS RECOVERED 6 MILES (9.7 KM) SW OF NORTHOME AT TH 71 MP
 SK1155'347.65, 122.8 FT (37.4 M) NNW OF TH 71, 25.3 FT (7.7 M) NNW OF
 SK1155'FENCELINE, 1.0 FT (0.3 M) SSE OF WITNESS POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9168 ***********************************************************************
 DF9168  HT_MOD      -  This is a Height Modernization Survey Station.
 DF9168  DESIGNATION -  3114 E RESET
 DF9168  PID         -  DF9168
 DF9168  STATE/COUNTY-  MN/ITASCA
 DF9168  COUNTRY     -  US
 DF9168  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF9168
 DF9168                         *CURRENT SURVEY CONTROL
 DF9168  ______________________________________________________________________
 DF9168* NAD 83(2007) POSITION- 47 49 42.33745(N) 094 21 54.04438(W)   ADJUSTED  
 DF9168* NAD 83(2007) ELLIP HT-   399.092 (meters)        (02/10/07)   ADJUSTED
 DF9168* NAD 83(2007) EPOCH   -  2002.00
 DF9168* NAVD 88 ORTHO HEIGHT -   427.45   (meters)    1402.4   (feet) GPS OBS   
 DF9168  ______________________________________________________________________
 DF9168  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 DF9168  NAD 83(2007) X  -   -326,523.527 (meters)                     COMP
 DF9168  NAD 83(2007) Y  - -4,277,699.621 (meters)                     COMP
 DF9168  NAD 83(2007) Z  -  4,704,385.925 (meters)                     COMP
 DF9168  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC09
 DF9168
 DF9168  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9168  Type                                         Horiz  Ellip  Dist(km)
 DF9168  -------------------------------------------------------------------
 DF9168  NETWORK                                       1.77   1.29
 DF9168  -------------------------------------------------------------------
 DF9168  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.75   1.23      4.53
 DF9168  -------------------------------------------------------------------
 DF9168  NOTE: Click here for information on individual local accuracy
 DF9168  values and other accuracy information.
 DF9168
 DF9168
 DF9168.The horizontal coordinates were established by GPS observations
 DF9168.and adjusted by the National Geodetic Survey in February 2007.
 DF9168
 DF9168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9168.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9168
 DF9168.The horizontal coordinates are valid at the epoch date displayed above
 DF9168.which is a decimal equivalence of Year/Month/Day.
 DF9168
 DF9168.The orthometric height was determined by GPS observations and a
 DF9168.high-resolution geoid model using precise GPS observation and
 DF9168.processing techniques.
 DF9168
 DF9168.Photographs are available for this station.
 DF9168
 DF9168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9168
 DF9168.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9168
 DF9168.The ellipsoidal height was determined by GPS observations
 DF9168.and is referenced to NAD 83.
 DF9168
 DF9168. The following values were computed from the NAD 83(2007) position.
 DF9168
 DF9168;                    North         East     Units Scale Factor Converg.
 DF9168;SPC MN N     -   248,460.482   705,298.854   MT  0.99990282   -0 56 15.5
 DF9168;SPC MN N     -   815,157.43  2,313,967.99   sFT  0.99990282   -0 56 15.5
 DF9168;UTM  15      - 5,298,132.885   397,839.998   MT  0.99972825   -1 00 42.3
 DF9168
 DF9168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9168!SPC MN N     -   0.99993745  x   0.99990282  =   0.99984028
 DF9168!UTM  15      -   0.99993745  x   0.99972825  =   0.99966572
 DF9168
 DF9168                          SUPERSEDED SURVEY CONTROL
 DF9168
 DF9168  NAD 83(1996)-  47 49 42.33748(N)    094 21 54.04418(W) AD(       ) 1
 DF9168  ELLIP H (11/24/03)  399.096  (m)                       GP(       ) 4 1
 DF9168  NAVD 88 (11/24/03)  427.4    (m)  GEOID99 model used   GPS OBS        
 DF9168
 DF9168.Superseded values are not recommended for survey control.
 DF9168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9168.See file dsdata.txt to determine how the superseded data were derived.
 DF9168
 DF9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN9783998132(NAD 83)
 DF9168
 DF9168_MARKER: DV = VERTICAL CONTROL DISK
 DF9168_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9168_STAMPING: 3114 E RESET 1989
 DF9168_MARK LOGO: MNDT  
 DF9168_PROJECTION: RECESSED 5 CENTIMETERS
 DF9168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9168+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 DF9168_ROD/PIPE-DEPTH:  8.2 meters
 DF9168
 DF9168  HISTORY     - Date     Condition        Report By
 DF9168  HISTORY     - 19890601 MONUMENTED       MNDT
 DF9168  HISTORY     - 20030508 GOOD             MNDT
 DF9168  HISTORY     - 20091202 GOOD             MNDT
 DF9168
 DF9168                          STATION DESCRIPTION
 DF9168
 DF9168'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DF9168'THE MARK WAS RECOVERED 5 MI (8.0 KM) SW OF NORTHOME, 2.25 MI (3.62 KM)
 DF9168'SW OF THE SW JCT OF TH 71 AND TH 1, 124 FT (37.8 M) NORTH OF TH 71, AT
 DF9168'TH 71 MP 348.25, 2.9 FT (0.9 M) EAST OF RIGHT OF WAY MONUMENT B 10,
 DF9168'3.9 FT (1.2 M) EAST OF RIGHT OF WAY POST, 1.0 FT (0.3 M) SOUTH OF
 DF9168'WITNESS POST.  THE MARK IS A VERTICAL CONTROL MARK DISK SET ON A 3/4
 DF9168'INCH DIAMETER BY 27 FT (8.2 M) LONG DRIVEN ALUMINUM ROD, RECESSED 2
 DF9168'INCHES.
 DF9168
 DF9168                          STATION RECOVERY (2009)
 DF9168
 DF9168'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DF9168'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF9168'THE MARK IS 5.0 MILES SOUTHWEST OF NORTHOME, 2.25 MILES SOUTHWEST ON
 DF9168'TRUNK HIGHWAY 71 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DF9168'HIGHWAY 1, 124 FEET NORTH OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 DF9168'MILEPOINT 348.25, 2.9 FEET EAST OF RIGHT-OF-WAY MONUMENT B 10, 3.9
 DF9168'FEET EAST OF RIGHT-OF-WAY POST, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1906 ***********************************************************************
 SJ1906  DESIGNATION -  3115 A
 SJ1906  PID         -  SJ1906
 SJ1906  STATE/COUNTY-  MN/ITASCA
 SJ1906  COUNTRY     -  US
 SJ1906  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ1906
 SJ1906                         *CURRENT SURVEY CONTROL
 SJ1906  ______________________________________________________________________
 SJ1906* NAD 83(2007) POSITION- 47 13 55.12793(N) 093 31 41.62404(W)   ADJUSTED  
 SJ1906* NAD 83(2007) ELLIP HT-   358.816 (meters)        (02/10/07)   ADJUSTED
 SJ1906* NAD 83(2007) EPOCH   -  2002.00
 SJ1906* NAVD 88 ORTHO HEIGHT -   388.112  (meters)    1273.33  (feet) ADJUSTED  
 SJ1906  ______________________________________________________________________
 SJ1906  NAD 83(2007) X  -   -267,025.470 (meters)                     COMP
 SJ1906  NAD 83(2007) Y  - -4,330,810.029 (meters)                     COMP
 SJ1906  NAD 83(2007) Z  -  4,659,578.660 (meters)                     COMP
 SJ1906  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC09
 SJ1906  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 SJ1906  DYNAMIC HEIGHT  -        388.145 (meters)     1273.44  (feet) COMP
 SJ1906  MODELED GRAVITY -    980,686.9   (mgal)                       NAVD 88
 SJ1906
 SJ1906  VERT ORDER      -  SECOND    CLASS I
 SJ1906
 SJ1906  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SJ1906  Type                                         Horiz  Ellip  Dist(km)
 SJ1906  -------------------------------------------------------------------
 SJ1906  NETWORK                                       0.41   0.53
 SJ1906  -------------------------------------------------------------------
 SJ1906  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.33   0.37      2.88
 SJ1906  -------------------------------------------------------------------
 SJ1906  NOTE: Click here for information on individual local accuracy
 SJ1906  values and other accuracy information.
 SJ1906
 SJ1906
 SJ1906.The horizontal coordinates were established by GPS observations
 SJ1906.and adjusted by the National Geodetic Survey in February 2007.
 SJ1906
 SJ1906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ1906.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ1906
 SJ1906.The horizontal coordinates are valid at the epoch date displayed above
 SJ1906.which is a decimal equivalence of Year/Month/Day.
 SJ1906
 SJ1906.The orthometric height was determined by differential leveling and
 SJ1906.adjusted in June 1991.
 SJ1906
 SJ1906.Photographs are available for this station.
 SJ1906
 SJ1906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1906
 SJ1906.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1906
 SJ1906.The ellipsoidal height was determined by GPS observations
 SJ1906.and is referenced to NAD 83.
 SJ1906
 SJ1906.The dynamic height is computed by dividing the NAVD 88
 SJ1906.geopotential number by the normal gravity value computed on the
 SJ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1906.degrees latitude (g = 980.6199 gals.).
 SJ1906
 SJ1906.The modeled gravity was interpolated from observed gravity values.
 SJ1906
 SJ1906. The following values were computed from the NAD 83(2007) position.
 SJ1906
 SJ1906;                    North         East     Units Scale Factor Converg.
 SJ1906;SPC MN N     -   181,466.910   767,573.392   MT  0.99995789   -0 19 02.7
 SJ1906;SPC MN N     -   595,362.69  2,518,280.37   sFT  0.99995789   -0 19 02.7
 SJ1906;UTM  15      - 5,231,079.038   460,015.286   MT  0.99961965   -0 23 16.0
 SJ1906
 SJ1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1906!SPC MN N     -   0.99994376  x   0.99995789  =   0.99990165
 SJ1906!UTM  15      -   0.99994376  x   0.99961965  =   0.99956343
 SJ1906
 SJ1906|---------------------------------------------------------------------|
 SJ1906| PID    Reference Object                     Distance      Geod. Az  |
 SJ1906|                                                           dddmmss.s |
 SJ1906| AC5183 IGA                                 379.000 METERS 02158     |
 SJ1906|---------------------------------------------------------------------|
 SJ1906
 SJ1906                          SUPERSEDED SURVEY CONTROL
 SJ1906
 SJ1906  NAD 83(1996)-  47 13 55.12815(N)    093 31 41.62335(W) AD(       ) 1
 SJ1906  ELLIP H (12/27/02)  358.834  (m)                       GP(       ) 4 1
 SJ1906  NAVD 88 (12/27/02)  388.11   (m)         1273.3    (f) LEVELING    3  
 SJ1906
 SJ1906.Superseded values are not recommended for survey control.
 SJ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1906.See file dsdata.txt to determine how the superseded data were derived.
 SJ1906
 SJ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6001531079(NAD 83)
 SJ1906
 SJ1906_MARKER: DV = VERTICAL CONTROL DISK
 SJ1906_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1906_SP_SET: BRDG ABUT
 SJ1906_STAMPING: 3115 A 1977
 SJ1906_MARK LOGO: MNDT  
 SJ1906_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SJ1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1906+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 SJ1906
 SJ1906  HISTORY     - Date     Condition        Report By
 SJ1906  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1906  HISTORY     - 20000725 GOOD             MNDT
 SJ1906  HISTORY     - 20020723 GOOD             MNDT
 SJ1906
 SJ1906                          STATION DESCRIPTION
 SJ1906
 SJ1906'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1906'IN GRAND RAPIDS.
 SJ1906'THE MARK IS LOCATED 0.3 MILE SOUTH ALONG POKEGAMA AVE. OLD TRUNK
 SJ1906'HIGHWAY 169 FROM THE JUNCTION OF POKEGAMA AVE. AND FOURTH ST. WEST
 SJ1906'TRUNK HIGHWAY 2, ON THE SOUTH BANK OF THE MISSISSIPPI RIVER. IT IS
 SJ1906'38.0 FT. EAST OF THE CENTER OF POKEGAMA AVE. AND 2.4 FT. NORTH OF THE
 SJ1906'SOUTH END OF THE EAST CONCRETE BRIDGE RAILING. DISK IS CEMENTED IN
 SJ1906'THE SOUTHEAST CORNER OF BRIDGE 5122, POKEGAMA AVE. OVER THE
 SJ1906'MISSISSIPPI RIVER, 1.6 FT. HIGHER THAN THE CONCRETE SIDEWALK.
 SJ1906
 SJ1906                          STATION RECOVERY (2000)
 SJ1906
 SJ1906'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 SJ1906'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SJ1906
 SJ1906                          STATION RECOVERY (2002)
 SJ1906
 SJ1906'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 SJ1906'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6964 ***********************************************************************
 DF6964  DESIGNATION -  3115 B
 DF6964  PID         -  DF6964
 DF6964  STATE/COUNTY-  MN/ITASCA
 DF6964  COUNTRY     -  US
 DF6964  USGS QUAD   -  GRAND RAPIDS (1969)
 DF6964
 DF6964                         *CURRENT SURVEY CONTROL
 DF6964  ______________________________________________________________________
 DF6964* NAD 83(2007) POSITION- 47 11 04.61646(N) 093 32 20.79594(W)   ADJUSTED  
 DF6964* NAD 83(2007) ELLIP HT-   399.034 (meters)        (02/10/07)   ADJUSTED
 DF6964* NAD 83(2007) EPOCH   -  2002.00
 DF6964* NAVD 88 ORTHO HEIGHT -   428.272  (meters)    1405.09  (feet) ADJUSTED  
 DF6964  ______________________________________________________________________
 DF6964  NAD 83(2007) X  -   -268,088.166 (meters)                     COMP
 DF6964  NAD 83(2007) Y  - -4,334,643.505 (meters)                     COMP
 DF6964  NAD 83(2007) Z  -  4,656,030.772 (meters)                     COMP
 DF6964  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC09
 DF6964  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DF6964  DYNAMIC HEIGHT  -        428.307 (meters)     1405.20  (feet) COMP
 DF6964  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 DF6964
 DF6964  VERT ORDER      -  SECOND    CLASS I
 DF6964
 DF6964  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6964  Type                                         Horiz  Ellip  Dist(km)
 DF6964  -------------------------------------------------------------------
 DF6964  NETWORK                                       0.61   0.78
 DF6964  -------------------------------------------------------------------
 DF6964  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.65      2.47
 DF6964  -------------------------------------------------------------------
 DF6964  NOTE: Click here for information on individual local accuracy
 DF6964  values and other accuracy information.
 DF6964
 DF6964
 DF6964.The horizontal coordinates were established by GPS observations
 DF6964.and adjusted by the National Geodetic Survey in February 2007.
 DF6964
 DF6964.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6964.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6964
 DF6964.The horizontal coordinates are valid at the epoch date displayed above
 DF6964.which is a decimal equivalence of Year/Month/Day.
 DF6964
 DF6964.The orthometric height was determined by differential leveling and
 DF6964.adjusted in June 2007.
 DF6964
 DF6964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6964
 DF6964.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6964
 DF6964.The ellipsoidal height was determined by GPS observations
 DF6964.and is referenced to NAD 83.
 DF6964
 DF6964.The dynamic height is computed by dividing the NAVD 88
 DF6964.geopotential number by the normal gravity value computed on the
 DF6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6964.degrees latitude (g = 980.6199 gals.).
 DF6964
 DF6964.The modeled gravity was interpolated from observed gravity values.
 DF6964
 DF6964. The following values were computed from the NAD 83(2007) position.
 DF6964
 DF6964;                    North         East     Units Scale Factor Converg.
 DF6964;SPC MN N     -   176,206.095   766,719.545   MT  0.99996686   -0 19 31.7
 DF6964;SPC MN N     -   578,102.83  2,515,479.04   sFT  0.99996686   -0 19 31.7
 DF6964;UTM  15      - 5,225,821.073   459,155.291   MT  0.99962050   -0 23 43.7
 DF6964
 DF6964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6964!SPC MN N     -   0.99993746  x   0.99996686  =   0.99990432
 DF6964!UTM  15      -   0.99993746  x   0.99962050  =   0.99955798
 DF6964
 DF6964                          SUPERSEDED SURVEY CONTROL
 DF6964
 DF6964  NAD 83(1996)-  47 11 04.61686(N)    093 32 20.79565(W) AD(       ) 1
 DF6964  ELLIP H (08/07/03)  399.056  (m)                       GP(       ) 3 1
 DF6964  NAVD 88 (08/07/03)  428.27   (m)         1405.1    (f) LEVELING    3  
 DF6964
 DF6964.Superseded values are not recommended for survey control.
 DF6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6964.See file dsdata.txt to determine how the superseded data were derived.
 DF6964
 DF6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5915525821(NAD 83)
 DF6964
 DF6964_MARKER: DD = SURVEY DISK
 DF6964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6964_STAMPING: 3115 B 2002
 DF6964_MARK LOGO: MNDT  
 DF6964_PROJECTION: RECESSED 5 CENTIMETERS
 DF6964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6964+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF6964_ROD/PIPE-DEPTH:  4.6 meters
 DF6964
 DF6964  HISTORY     - Date     Condition        Report By
 DF6964  HISTORY     - 2002     MONUMENTED       MNDT
 DF6964  HISTORY     - 20020723 GOOD             MNDT
 DF6964
 DF6964                          STATION DESCRIPTION
 DF6964
 DF6964'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6964'THE MARK IS 3.75 MI (6.03 KM) SOUTH OF GRAND RAPIDS, 3.75 MI (6.03 KM)
 DF6964'SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS, AT TH
 DF6964'169 MP 301.45, 60 FT (18.3 M) WEST OF TH 169, 69 FT (21.0 M) NORTH OF
 DF6964'MISHAWAKA RD, 18.7 FT (5.7 M) SW OF P-POLE, 2.1 FT (0.6 M) EAST OF WIT
 DF6964'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP OF A
 DF6964'15 FT (4.6 M) ROD WITH A 3 FT (0.9 M) STABILIZER FIN, RECESSED 2
 DF6964'INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF6964
 DF6964                          STATION RECOVERY (2002)
 DF6964
 DF6964'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6964'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8124 ***********************************************************************
 DM8124  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8124  DESIGNATION -  3115 B RESET
 DM8124  PID         -  DM8124
 DM8124  STATE/COUNTY-  MN/ITASCA
 DM8124  COUNTRY     -  US
 DM8124  USGS QUAD   -  GRAND RAPIDS (1969)
 DM8124
 DM8124                         *CURRENT SURVEY CONTROL
 DM8124  ______________________________________________________________________
 DM8124* NAD 83(2007) POSITION- 47 11 04.61634(N) 093 32 20.79606(W)   ADJUSTED  
 DM8124* NAD 83(2007) ELLIP HT-   398.971 (meters)        (06/13/11)   ADJUSTED
 DM8124* NAD 83(2007) EPOCH   -  2002.00
 DM8124* NAVD 88 ORTHO HEIGHT -   428.20   (meters)    1404.9   (feet) GPS OBS   
 DM8124  ______________________________________________________________________
 DM8124  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DM8124  NAD 83(2007) X  -   -268,088.166 (meters)                     COMP
 DM8124  NAD 83(2007) Y  - -4,334,643.465 (meters)                     COMP
 DM8124  NAD 83(2007) Z  -  4,656,030.723 (meters)                     COMP
 DM8124  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC09
 DM8124  HORZ ORDER      -  FIRST
 DM8124  ELLP ORDER      -  FOURTH    CLASS I
 DM8124
 DM8124.The horizontal coordinates were established by GPS observations
 DM8124.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8124
 DM8124.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8124.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8124
 DM8124.The horizontal coordinates are valid at the epoch date displayed above
 DM8124.which is a decimal equivalence of Year/Month/Day.
 DM8124
 DM8124.The orthometric height was determined by GPS observations and a
 DM8124.high-resolution geoid model using precise GPS observation and
 DM8124.processing techniques.
 DM8124
 DM8124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8124
 DM8124.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8124
 DM8124.The ellipsoidal height was determined by GPS observations
 DM8124.and is referenced to NAD 83.
 DM8124
 DM8124. The following values were computed from the NAD 83(2007) position.
 DM8124
 DM8124;                    North         East     Units Scale Factor Converg.
 DM8124;SPC MN N     -   176,206.091   766,719.543   MT  0.99996686   -0 19 31.7
 DM8124;SPC MN N     -   578,102.82  2,515,479.03   sFT  0.99996686   -0 19 31.7
 DM8124;UTM  15      - 5,225,821.070   459,155.288   MT  0.99962050   -0 23 43.7
 DM8124
 DM8124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8124!SPC MN N     -   0.99993747  x   0.99996686  =   0.99990433
 DM8124!UTM  15      -   0.99993747  x   0.99962050  =   0.99955799
 DM8124
 DM8124:                Primary Azimuth Mark                     Grid Az
 DM8124:SPC MN N     -  3115 L                                   192 27 05.7
 DM8124:UTM  15      -  3115 L                                   192 31 17.7
 DM8124
 DM8124|---------------------------------------------------------------------|
 DM8124| PID    Reference Object                     Distance      Geod. Az  |
 DM8124|                                                           dddmmss.s |
 DM8124| DM8129 3115 L                              APPROX. 1.1 KM 1920734.0 |
 DM8124|---------------------------------------------------------------------|
 DM8124
 DM8124                          SUPERSEDED SURVEY CONTROL
 DM8124
 DM8124.No superseded survey control is available for this station.
 DM8124
 DM8124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5915525821(NAD 83)
 DM8124
 DM8124_MARKER: I = METAL ROD
 DM8124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8124_STAMPING: 3115 B 2002 RESET 2009
 DM8124_MARK LOGO: MNDT  
 DM8124_PROJECTION: RECESSED 8 CENTIMETERS
 DM8124_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8124+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 DM8124_ROD/PIPE-DEPTH:  4.6 meters
 DM8124
 DM8124  HISTORY     - Date     Condition        Report By
 DM8124  HISTORY     - 20090728 MONUMENTED       MNDT
 DM8124
 DM8124                          STATION DESCRIPTION
 DM8124
 DM8124'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8124'THE MARK IS IN GRAND RAPIDS, 3.75 MILES SOUTH ALONG TRUNK HIGHWAY 169
 DM8124'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 2 IN GRAND
 DM8124'RAPIDS, 60.0 FEET WEST TRUNK HIGHWAY 169 AT  MILEPOINT 301.45, 69.0
 DM8124'FEET NORTH OF MISHAWASKA ROAD, 18.7 FEET NORTHEAST OF POWER POLE, 2.1
 DM8124'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6965 ***********************************************************************
 DF6965  DESIGNATION -  3115 C
 DF6965  PID         -  DF6965
 DF6965  STATE/COUNTY-  MN/ITASCA
 DF6965  COUNTRY     -  US
 DF6965  USGS QUAD   -  GRAND RAPIDS (1969)
 DF6965
 DF6965                         *CURRENT SURVEY CONTROL
 DF6965  ______________________________________________________________________
 DF6965* NAD 83(2007) POSITION- 47 09 09.71808(N) 093 33 17.45709(W)   ADJUSTED  
 DF6965* NAD 83(2007) ELLIP HT-   383.708 (meters)        (02/10/07)   ADJUSTED
 DF6965* NAD 83(2007) EPOCH   -  2002.00
 DF6965* NAVD 88 ORTHO HEIGHT -   412.889  (meters)    1354.62  (feet) ADJUSTED  
 DF6965  ______________________________________________________________________
 DF6965  NAD 83(2007) X  -   -269,439.594 (meters)                     COMP
 DF6965  NAD 83(2007) Y  - -4,337,156.594 (meters)                     COMP
 DF6965  NAD 83(2007) Z  -  4,653,607.127 (meters)                     COMP
 DF6965  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC09
 DF6965  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DF6965  DYNAMIC HEIGHT  -        412.922 (meters)     1354.73  (feet) COMP
 DF6965  MODELED GRAVITY -    980,678.6   (mgal)                       NAVD 88
 DF6965
 DF6965  VERT ORDER      -  SECOND    CLASS I
 DF6965
 DF6965  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6965  Type                                         Horiz  Ellip  Dist(km)
 DF6965  -------------------------------------------------------------------
 DF6965  NETWORK                                       0.52   0.78
 DF6965  -------------------------------------------------------------------
 DF6965  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.47      2.02
 DF6965  -------------------------------------------------------------------
 DF6965  NOTE: Click here for information on individual local accuracy
 DF6965  values and other accuracy information.
 DF6965
 DF6965
 DF6965.The horizontal coordinates were established by GPS observations
 DF6965.and adjusted by the National Geodetic Survey in February 2007.
 DF6965
 DF6965.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6965.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6965
 DF6965.The horizontal coordinates are valid at the epoch date displayed above
 DF6965.which is a decimal equivalence of Year/Month/Day.
 DF6965
 DF6965.The orthometric height was determined by differential leveling and
 DF6965.adjusted in June 2007.
 DF6965
 DF6965.Photographs are available for this station.
 DF6965
 DF6965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6965
 DF6965.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6965
 DF6965.The ellipsoidal height was determined by GPS observations
 DF6965.and is referenced to NAD 83.
 DF6965
 DF6965.The dynamic height is computed by dividing the NAVD 88
 DF6965.geopotential number by the normal gravity value computed on the
 DF6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6965.degrees latitude (g = 980.6199 gals.).
 DF6965
 DF6965.The modeled gravity was interpolated from observed gravity values.
 DF6965
 DF6965. The following values were computed from the NAD 83(2007) position.
 DF6965
 DF6965;                    North         East     Units Scale Factor Converg.
 DF6965;SPC MN N     -   172,664.903   765,505.795   MT  0.99997328   -0 20 13.7
 DF6965;SPC MN N     -   566,484.77  2,511,496.93   sFT  0.99997328   -0 20 13.7
 DF6965;UTM  15      - 5,222,282.598   457,937.651   MT  0.99962174   -0 24 24.5
 DF6965
 DF6965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6965!SPC MN N     -   0.99993986  x   0.99997328  =   0.99991314
 DF6965!UTM  15      -   0.99993986  x   0.99962174  =   0.99956162
 DF6965
 DF6965                          SUPERSEDED SURVEY CONTROL
 DF6965
 DF6965  NAD 83(1996)-  47 09 09.71828(N)    093 33 17.45692(W) AD(       ) 1
 DF6965  ELLIP H (08/07/03)  383.730  (m)                       GP(       ) 3 1
 DF6965  NAVD 88 (06/13/11)  412.89   (m)         1354.6    (f) LEVELING    3  
 DF6965  NAVD 88 (08/07/03)  412.88   (m)         1354.6    (f) LEVELING    3  
 DF6965
 DF6965.Superseded values are not recommended for survey control.
 DF6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6965.See file dsdata.txt to determine how the superseded data were derived.
 DF6965
 DF6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5793722282(NAD 83)
 DF6965
 DF6965_MARKER: DD = SURVEY DISK
 DF6965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6965_STAMPING: 3115 C 2002
 DF6965_MARK LOGO: MNDT  
 DF6965_PROJECTION: FLUSH
 DF6965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6965+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DF6965_ROD/PIPE-DEPTH: 15.2 meters
 DF6965
 DF6965  HISTORY     - Date     Condition        Report By
 DF6965  HISTORY     - 20020723 MONUMENTED       MNDT
 DF6965  HISTORY     - 20020723 GOOD             MNDT
 DF6965  HISTORY     - 20090715 GOOD             MNDT
 DF6965
 DF6965                          STATION DESCRIPTION
 DF6965
 DF6965'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6965'THE MARK IS 6 MI (9.7 KM) SOUTH OF GRAND RAPIDS, 6.15 MI (9.90 KM)
 DF6965'SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS, AT TH
 DF6965'169 MP 299.05, 63.35 FT (19.31 M) EAST OF TH 169, 73.4 FT (22.4 M)
 DF6965'SOUTH OF CO RD 66, 40.75 FT (12.42 M) SOUTH OF TEL PEDESTAL, 0.9 FT
 DF6965'(27.4 CM) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF6965'CONTROL DISK SET ON TOP OF A 50 FT (15.2 M) ROD WITH A 3 FT (0.9 M)
 DF6965'STABILIZER FIN, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF6965
 DF6965                          STATION RECOVERY (2002)
 DF6965
 DF6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6965'RECOVERED AS DESCRIBED.
 DF6965
 DF6965                          STATION RECOVERY (2009)
 DF6965
 DF6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF6965'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6965'THE MARK IS 6.0 MILES SOUTH OF GRAND RAPIDS, 6.15 MILES SOUTH ALONG
 DF6965'TRUNK HIGHWAY 169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DF6965'2 IN GRAND RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 299.05, 73.4 FEET
 DF6965'SOUTH OF COUNTY ROAD 66, 63.35 FEET EAST OF TRUNK HIGHWAY 169, 40.75
 DF6965'FEET SOUTH-SOUTHWEST OF TELEPHONE PEDESTAL, 0.9 FOOT SOUTH OF WITNESS
 DF6965'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6966 ***********************************************************************
 DF6966  DESIGNATION -  3115 D
 DF6966  PID         -  DF6966
 DF6966  STATE/COUNTY-  MN/ITASCA
 DF6966  COUNTRY     -  US
 DF6966  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6966
 DF6966                         *CURRENT SURVEY CONTROL
 DF6966  ______________________________________________________________________
 DF6966* NAD 83(2007) POSITION- 47 07 25.09468(N) 093 34 22.80947(W)   ADJUSTED  
 DF6966* NAD 83(2007) ELLIP HT-   387.782 (meters)        (02/10/07)   ADJUSTED
 DF6966* NAD 83(2007) EPOCH   -  2002.00
 DF6966* NAVD 88 ORTHO HEIGHT -   416.909  (meters)    1367.81  (feet) ADJUSTED  
 DF6966  ______________________________________________________________________
 DF6966  NAD 83(2007) X  -   -270,961.526 (meters)                     COMP
 DF6966  NAD 83(2007) Y  - -4,339,437.574 (meters)                     COMP
 DF6966  NAD 83(2007) Z  -  4,651,412.195 (meters)                     COMP
 DF6966  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC09
 DF6966  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 DF6966  DYNAMIC HEIGHT  -        416.940 (meters)     1367.91  (feet) COMP
 DF6966  MODELED GRAVITY -    980,675.6   (mgal)                       NAVD 88
 DF6966
 DF6966  VERT ORDER      -  SECOND    CLASS I
 DF6966
 DF6966  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6966  Type                                         Horiz  Ellip  Dist(km)
 DF6966  -------------------------------------------------------------------
 DF6966  NETWORK                                       0.56   0.80
 DF6966  -------------------------------------------------------------------
 DF6966  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.47      1.62
 DF6966  -------------------------------------------------------------------
 DF6966  NOTE: Click here for information on individual local accuracy
 DF6966  values and other accuracy information.
 DF6966
 DF6966
 DF6966.The horizontal coordinates were established by GPS observations
 DF6966.and adjusted by the National Geodetic Survey in February 2007.
 DF6966
 DF6966.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6966.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6966
 DF6966.The horizontal coordinates are valid at the epoch date displayed above
 DF6966.which is a decimal equivalence of Year/Month/Day.
 DF6966
 DF6966.The orthometric height was determined by differential leveling and
 DF6966.adjusted in June 2007.
 DF6966
 DF6966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6966
 DF6966.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6966
 DF6966.The ellipsoidal height was determined by GPS observations
 DF6966.and is referenced to NAD 83.
 DF6966
 DF6966.The dynamic height is computed by dividing the NAVD 88
 DF6966.geopotential number by the normal gravity value computed on the
 DF6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6966.degrees latitude (g = 980.6199 gals.).
 DF6966
 DF6966.The modeled gravity was interpolated from observed gravity values.
 DF6966
 DF6966. The following values were computed from the NAD 83(2007) position.
 DF6966
 DF6966;                    North         East     Units Scale Factor Converg.
 DF6966;SPC MN N     -   169,442.371   764,109.348   MT  0.99997939   -0 21 02.2
 DF6966;SPC MN N     -   555,912.18  2,506,915.42   sFT  0.99997939   -0 21 02.2
 DF6966;UTM  15      - 5,219,062.902   456,537.791   MT  0.99962322   -0 25 11.7
 DF6966
 DF6966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6966!SPC MN N     -   0.99993922  x   0.99997939  =   0.99991861
 DF6966!UTM  15      -   0.99993922  x   0.99962322  =   0.99956246
 DF6966
 DF6966                          SUPERSEDED SURVEY CONTROL
 DF6966
 DF6966  NAD 83(1996)-  47 07 25.09468(N)    093 34 22.80929(W) AD(       ) 1
 DF6966  ELLIP H (08/07/03)  387.807  (m)                       GP(       ) 3 1
 DF6966  NAVD 88 (08/07/03)  416.90   (m)         1367.8    (f) LEVELING    3  
 DF6966
 DF6966.Superseded values are not recommended for survey control.
 DF6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6966.See file dsdata.txt to determine how the superseded data were derived.
 DF6966
 DF6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5653719062(NAD 83)
 DF6966
 DF6966_MARKER: DD = SURVEY DISK
 DF6966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6966_STAMPING: 3115 D 2002
 DF6966_MARK LOGO: MNDT  
 DF6966_PROJECTION: FLUSH
 DF6966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6966+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF6966_ROD/PIPE-DEPTH:  7.6 meters
 DF6966
 DF6966  HISTORY     - Date     Condition        Report By
 DF6966  HISTORY     - 2002     MONUMENTED       MNDT
 DF6966  HISTORY     - 20020723 GOOD             MNDT
 DF6966
 DF6966                          STATION DESCRIPTION
 DF6966
 DF6966'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6966'THE MARK IS 8 MI (12.9 KM) SOUTH OF GRAND RAPIDS, 8.3 MI (13.4 KM)
 DF6966'SOUTH ALONG TH 169 FROM JCT OF TH 1 69 AND TH 2 IN GRAND RAPIDS, 79 FT
 DF6966'(24.1 M) WEST OF TH 169, 58 FT (17.7 M) SOUTH OF CO RD 222, 37.2 FT
 DF6966'(11.3 M) SW OF P-POLE, 29.4 FT (9.0 M) SOUTH OF TEL PEDESTAL, 6 FT
 DF6966'(1.8 M) EAST OF FENCE, 1.5 FT (0.5 M) EAST OF WIT POST.  THE MARK, A
 DF6966'STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP OF A 25 FT (7.6 M) ROD
 DF6966'WITH A 3 FT (0.9 M) STABILIZER FIN, FLUSH, MAGNETIC, AND SUITABLE FOR
 DF6966'GPS.
 DF6966
 DF6966                          STATION RECOVERY (2002)
 DF6966
 DF6966'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6966'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8125 ***********************************************************************
 DM8125  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8125  DESIGNATION -  3115 D RESET
 DM8125  PID         -  DM8125
 DM8125  STATE/COUNTY-  MN/ITASCA
 DM8125  COUNTRY     -  US
 DM8125  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DM8125
 DM8125                         *CURRENT SURVEY CONTROL
 DM8125  ______________________________________________________________________
 DM8125* NAD 83(2007) POSITION- 47 07 25.09475(N) 093 34 22.80921(W)   ADJUSTED  
 DM8125* NAD 83(2007) ELLIP HT-   387.708 (meters)        (06/13/11)   ADJUSTED
 DM8125* NAD 83(2007) EPOCH   -  2002.00
 DM8125* NAVD 88 ORTHO HEIGHT -   416.83   (meters)    1367.5   (feet) GPS OBS   
 DM8125  ______________________________________________________________________
 DM8125  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 DM8125  NAD 83(2007) X  -   -270,961.517 (meters)                     COMP
 DM8125  NAD 83(2007) Y  - -4,339,437.523 (meters)                     COMP
 DM8125  NAD 83(2007) Z  -  4,651,412.142 (meters)                     COMP
 DM8125  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC09
 DM8125  HORZ ORDER      -  FIRST
 DM8125  ELLP ORDER      -  FOURTH    CLASS I
 DM8125
 DM8125.The horizontal coordinates were established by GPS observations
 DM8125.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8125
 DM8125.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8125.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8125
 DM8125.The horizontal coordinates are valid at the epoch date displayed above
 DM8125.which is a decimal equivalence of Year/Month/Day.
 DM8125
 DM8125.The orthometric height was determined by GPS observations and a
 DM8125.high-resolution geoid model using precise GPS observation and
 DM8125.processing techniques.
 DM8125
 DM8125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8125
 DM8125.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8125
 DM8125.The ellipsoidal height was determined by GPS observations
 DM8125.and is referenced to NAD 83.
 DM8125
 DM8125. The following values were computed from the NAD 83(2007) position.
 DM8125
 DM8125;                    North         East     Units Scale Factor Converg.
 DM8125;SPC MN N     -   169,442.373   764,109.353   MT  0.99997939   -0 21 02.2
 DM8125;SPC MN N     -   555,912.19  2,506,915.44   sFT  0.99997939   -0 21 02.2
 DM8125;UTM  15      - 5,219,062.904   456,537.797   MT  0.99962322   -0 25 11.7
 DM8125
 DM8125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8125!SPC MN N     -   0.99993923  x   0.99997939  =   0.99991862
 DM8125!UTM  15      -   0.99993923  x   0.99962322  =   0.99956247
 DM8125
 DM8125                          SUPERSEDED SURVEY CONTROL
 DM8125
 DM8125.No superseded survey control is available for this station.
 DM8125
 DM8125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5653719062(NAD 83)
 DM8125
 DM8125_MARKER: I = METAL ROD
 DM8125_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8125_STAMPING: 3115 D 2002 RESET 2009
 DM8125_MARK LOGO: MNDT  
 DM8125_PROJECTION: RECESSED 5 CENTIMETERS
 DM8125_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8125+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 DM8125_ROD/PIPE-DEPTH:  7.3 meters
 DM8125
 DM8125  HISTORY     - Date     Condition        Report By
 DM8125  HISTORY     - 20090925 MONUMENTED       MNDT
 DM8125
 DM8125                          STATION DESCRIPTION
 DM8125
 DM8125'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8125'THE MARK IS 8.0 MILES SOUTH OF GRAND RAPIDS, 8.3 MILES SOUTH ALONG
 DM8125'TRUNK HIGHWAY 169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM8125'2 IN GRAND RAPIDS, 79.0 FEET WEST OF TRUNK HIGHWAY 169, 58 FEET SOUTH
 DM8125'OF COUNTY ROAD 222, 37.2 FEET SOUTHWEST OF POWER POLE, 29.4 FEET SOUTH
 DM8125'OF TELEPHONE PEDESTAL, 6.0 FEET EAST OF FENCE, 1.5 FEET EAST OF
 DM8125'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6967 ***********************************************************************
 DF6967  DESIGNATION -  3115 E
 DF6967  PID         -  DF6967
 DF6967  STATE/COUNTY-  MN/ITASCA
 DF6967  COUNTRY     -  US
 DF6967  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6967
 DF6967                         *CURRENT SURVEY CONTROL
 DF6967  ______________________________________________________________________
 DF6967* NAD 83(2007) POSITION- 47 05 46.97530(N) 093 34 41.25443(W)   ADJUSTED  
 DF6967* NAD 83(2007) ELLIP HT-   367.340 (meters)        (02/10/07)   ADJUSTED
 DF6967* NAD 83(2007) EPOCH   -  2002.00
 DF6967* NAVD 88 ORTHO HEIGHT -   396.428  (meters)    1300.61  (feet) ADJUSTED  
 DF6967  ______________________________________________________________________
 DF6967  NAD 83(2007) X  -   -271,487.263 (meters)                     COMP
 DF6967  NAD 83(2007) Y  - -4,341,615.255 (meters)                     COMP
 DF6967  NAD 83(2007) Z  -  4,649,334.857 (meters)                     COMP
 DF6967  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC09
 DF6967  GEOID HEIGHT    -        -29.08  (meters)                     GEOID09
 DF6967  DYNAMIC HEIGHT  -        396.457 (meters)     1300.71  (feet) COMP
 DF6967  MODELED GRAVITY -    980,673.6   (mgal)                       NAVD 88
 DF6967
 DF6967  VERT ORDER      -  SECOND    CLASS I
 DF6967
 DF6967  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6967  Type                                         Horiz  Ellip  Dist(km)
 DF6967  -------------------------------------------------------------------
 DF6967  NETWORK                                       0.55   0.78
 DF6967  -------------------------------------------------------------------
 DF6967  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.61      1.72
 DF6967  -------------------------------------------------------------------
 DF6967  NOTE: Click here for information on individual local accuracy
 DF6967  values and other accuracy information.
 DF6967
 DF6967
 DF6967.The horizontal coordinates were established by GPS observations
 DF6967.and adjusted by the National Geodetic Survey in February 2007.
 DF6967
 DF6967.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6967.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6967
 DF6967.The horizontal coordinates are valid at the epoch date displayed above
 DF6967.which is a decimal equivalence of Year/Month/Day.
 DF6967
 DF6967.The orthometric height was determined by differential leveling and
 DF6967.adjusted in June 2007.
 DF6967
 DF6967.Photographs are available for this station.
 DF6967
 DF6967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6967
 DF6967.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6967
 DF6967.The ellipsoidal height was determined by GPS observations
 DF6967.and is referenced to NAD 83.
 DF6967
 DF6967.The dynamic height is computed by dividing the NAVD 88
 DF6967.geopotential number by the normal gravity value computed on the
 DF6967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6967.degrees latitude (g = 980.6199 gals.).
 DF6967
 DF6967.The modeled gravity was interpolated from observed gravity values.
 DF6967
 DF6967. The following values were computed from the NAD 83(2007) position.
 DF6967
 DF6967;                    North         East     Units Scale Factor Converg.
 DF6967;SPC MN N     -   166,414.811   763,701.841   MT  0.99998535   -0 21 15.8
 DF6967;SPC MN N     -   545,979.26  2,505,578.46   sFT  0.99998535   -0 21 15.8
 DF6967;UTM  15      - 5,216,036.924   456,126.775   MT  0.99962366   -0 25 24.5
 DF6967
 DF6967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6967!SPC MN N     -   0.99994242  x   0.99998535  =   0.99992777
 DF6967!UTM  15      -   0.99994242  x   0.99962366  =   0.99956611
 DF6967
 DF6967:                Primary Azimuth Mark                     Grid Az
 DF6967:SPC MN N     -  3115 F                                   195 20 34.5
 DF6967:UTM  15      -  3115 F                                   195 24 43.2
 DF6967
 DF6967|---------------------------------------------------------------------|
 DF6967| PID    Reference Object                     Distance      Geod. Az  |
 DF6967|                                                           dddmmss.s |
 DF6967| DF6968 3115 F                              APPROX. 1.7 KM 1945918.7 |
 DF6967|---------------------------------------------------------------------|
 DF6967
 DF6967                          SUPERSEDED SURVEY CONTROL
 DF6967
 DF6967  NAD 83(1996)-  47 05 46.97527(N)    093 34 41.25399(W) AD(       ) 1
 DF6967  ELLIP H (08/07/03)  367.364  (m)                       GP(       ) 3 1
 DF6967  NAVD 88 (06/13/11)  396.43   (m)         1300.6    (f) LEVELING    3  
 DF6967  NAVD 88 (08/07/03)  396.42   (m)         1300.6    (f) LEVELING    3  
 DF6967
 DF6967.Superseded values are not recommended for survey control.
 DF6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6967.See file dsdata.txt to determine how the superseded data were derived.
 DF6967
 DF6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5612616036(NAD 83)
 DF6967
 DF6967_MARKER: DD = SURVEY DISK
 DF6967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6967_STAMPING: 3115 E 2002
 DF6967_MARK LOGO: MNDT  
 DF6967_PROJECTION: FLUSH
 DF6967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6967+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2009
 DF6967_ROD/PIPE-DEPTH:  9.1 meters
 DF6967
 DF6967  HISTORY     - Date     Condition        Report By
 DF6967  HISTORY     - 20020723 MONUMENTED       MNDT
 DF6967  HISTORY     - 20020723 GOOD             MNDT
 DF6967  HISTORY     - 20050720 GOOD             MNDT
 DF6967  HISTORY     - 20090715 GOOD             MNDT
 DF6967
 DF6967                          STATION DESCRIPTION
 DF6967
 DF6967'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6967'THE MARK IS 10 MI (16.1 KM) SOUTH OF GRAND RAPIDS, 10.2 MI (16.4 KM)
 DF6967'SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS, AT TH
 DF6967'169 MP 295, 89 FT (27.1 M) WEST OF TH 169, 30.2 FT (9.2 M) NORTH OF
 DF6967'SMITH CREEK, 104.0 FT (31.7 M) NORTH OF TEL PEDESTAL, 1.6 FT (0.5 M)
 DF6967'EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL DISK SET
 DF6967'ON TOP OF A 30 FT (9.1 M) ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DF6967'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF6967
 DF6967                          STATION RECOVERY (2002)
 DF6967
 DF6967'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6967'RECOVERED AS DESCRIBED.
 DF6967
 DF6967                          STATION RECOVERY (2005)
 DF6967
 DF6967'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (PE)
 DF6967'10 MILES SOUTH OF GRAND RAPIDS, 10.2 MILES SOUTH ALONG TRUNK HIGHWAY
 DF6967'169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 2 IN GRAND
 DF6967'RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 295, 89.0 FEET WEST OF TRUNK
 DF6967'HIGHWAY 169, 104.0 FEET NORTH OF TELEPHONE PEDESTAL, 30.2 FEET NORTH
 DF6967'OF SMITH CREEK, 1.6 FEET EAST OF WITNESS POST.
 DF6967
 DF6967                          STATION RECOVERY (2009)
 DF6967
 DF6967'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DF6967'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6967'THE MARK IS 10.0 MILES SOUTH OF GRAND RAPIDS, 10.2 MILES SOUTH ALONG
 DF6967'TRUNK HIGHWAY 169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DF6967'2 IN GRAND RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 295.0, 104.0 FEET
 DF6967'NORTH OF TELEPHONE PEDESTAL, 89.0 FEET WEST OF TRUNK HIGHWAY 169, 30.2
 DF6967'FEET NORTH OF SMITH CREEK TRAIL, 1.6 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6968 ***********************************************************************
 DF6968  DESIGNATION -  3115 F
 DF6968  PID         -  DF6968
 DF6968  STATE/COUNTY-  MN/ITASCA
 DF6968  COUNTRY     -  US
 DF6968  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6968
 DF6968                         *CURRENT SURVEY CONTROL
 DF6968  ______________________________________________________________________
 DF6968* NAD 83(2007) POSITION- 47 04 53.07796(N) 093 35 02.37923(W)   ADJUSTED  
 DF6968* NAD 83(2007) ELLIP HT-   379.110 (meters)        (02/10/07)   ADJUSTED
 DF6968* NAD 83(2007) EPOCH   -  2002.00
 DF6968* NAVD 88 ORTHO HEIGHT -   408.159  (meters)    1339.10  (feet) ADJUSTED  
 DF6968  ______________________________________________________________________
 DF6968  NAD 83(2007) X  -   -272,008.622 (meters)                     COMP
 DF6968  NAD 83(2007) Y  - -4,342,812.151 (meters)                     COMP
 DF6968  NAD 83(2007) Z  -  4,648,210.170 (meters)                     COMP
 DF6968  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 DF6968  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DF6968  DYNAMIC HEIGHT  -        408.188 (meters)     1339.20  (feet) COMP
 DF6968  MODELED GRAVITY -    980,672.3   (mgal)                       NAVD 88
 DF6968
 DF6968  VERT ORDER      -  SECOND    CLASS I
 DF6968
 DF6968  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6968  Type                                         Horiz  Ellip  Dist(km)
 DF6968  -------------------------------------------------------------------
 DF6968  NETWORK                                       0.55   0.78
 DF6968  -------------------------------------------------------------------
 DF6968  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.41   0.65      2.86
 DF6968  -------------------------------------------------------------------
 DF6968  NOTE: Click here for information on individual local accuracy
 DF6968  values and other accuracy information.
 DF6968
 DF6968
 DF6968.The horizontal coordinates were established by GPS observations
 DF6968.and adjusted by the National Geodetic Survey in February 2007.
 DF6968
 DF6968.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6968.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6968
 DF6968.The horizontal coordinates are valid at the epoch date displayed above
 DF6968.which is a decimal equivalence of Year/Month/Day.
 DF6968
 DF6968.The orthometric height was determined by differential leveling and
 DF6968.adjusted in June 2007.
 DF6968
 DF6968.Photographs are available for this station.
 DF6968
 DF6968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6968
 DF6968.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6968
 DF6968.The ellipsoidal height was determined by GPS observations
 DF6968.and is referenced to NAD 83.
 DF6968
 DF6968.The dynamic height is computed by dividing the NAVD 88
 DF6968.geopotential number by the normal gravity value computed on the
 DF6968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6968.degrees latitude (g = 980.6199 gals.).
 DF6968
 DF6968.The modeled gravity was interpolated from observed gravity values.
 DF6968
 DF6968. The following values were computed from the NAD 83(2007) position.
 DF6968
 DF6968;                    North         East     Units Scale Factor Converg.
 DF6968;SPC MN N     -   164,753.220   763,245.941   MT  0.99998872   -0 21 31.5
 DF6968;SPC MN N     -   540,527.86  2,504,082.72   sFT  0.99998872   -0 21 31.5
 DF6968;UTM  15      - 5,214,376.485   455,669.041   MT  0.99962415   -0 25 39.6
 DF6968
 DF6968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6968!SPC MN N     -   0.99994058  x   0.99998872  =   0.99992930
 DF6968!UTM  15      -   0.99994058  x   0.99962415  =   0.99956475
 DF6968
 DF6968:                Primary Azimuth Mark                     Grid Az
 DF6968:SPC MN N     -  3115 G                                   184 49 48.5
 DF6968:UTM  15      -  3115 G                                   184 53 56.6
 DF6968
 DF6968|---------------------------------------------------------------------|
 DF6968| PID    Reference Object                     Distance      Geod. Az  |
 DF6968|                                                           dddmmss.s |
 DF6968| DF6969 3115 G                              APPROX. 1.5 KM 1842817.0 |
 DF6968|---------------------------------------------------------------------|
 DF6968
 DF6968                          SUPERSEDED SURVEY CONTROL
 DF6968
 DF6968  NAD 83(1996)-  47 04 53.07801(N)    093 35 02.37866(W) AD(       ) 1
 DF6968  ELLIP H (08/07/03)  379.130  (m)                       GP(       ) 3 1
 DF6968  NAVD 88 (08/07/03)  408.16   (m)         1339.1    (f) LEVELING    3  
 DF6968
 DF6968.Superseded values are not recommended for survey control.
 DF6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6968.See file dsdata.txt to determine how the superseded data were derived.
 DF6968
 DF6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5566914376(NAD 83)
 DF6968
 DF6968_MARKER: DD = SURVEY DISK
 DF6968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6968_STAMPING: 3115 F 2002
 DF6968_MARK LOGO: MNDT  
 DF6968_PROJECTION: FLUSH
 DF6968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6968+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF6968_ROD/PIPE-DEPTH: 10.7 meters
 DF6968
 DF6968  HISTORY     - Date     Condition        Report By
 DF6968  HISTORY     - 2002     MONUMENTED       MNDT
 DF6968  HISTORY     - 20020723 GOOD             MNDT
 DF6968
 DF6968                          STATION DESCRIPTION
 DF6968
 DF6968'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6968'THE MARK IS 11 MI (17.7 KM) SOUTH OF GRAND RAPIDS, 11.25 MI (18.10 KM)
 DF6968'SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS, AT TH
 DF6968'169 MP 293.95, 58.5 FT (17.8 M) WEST OF TH 169, 28 FT (8.5 M) SOUTH OF
 DF6968'ENT, 22 FT (6.7 M) EAST OF P-POLE, 1.5 FT (0.5 M) WEST OF WIT POST.
 DF6968'THE MARK, A STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP OF A 35 FT
 DF6968'(10.7 M) ROD WITH A 3 FT (0.9 M) STABILIZER FIN, FLUSH, MAGNETIC, AND
 DF6968'SUITABLE FOR GPS.
 DF6968
 DF6968                          STATION RECOVERY (2002)
 DF6968
 DF6968'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6968'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6969 ***********************************************************************
 DF6969  DESIGNATION -  3115 G
 DF6969  PID         -  DF6969
 DF6969  STATE/COUNTY-  MN/ITASCA
 DF6969  COUNTRY     -  US
 DF6969  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6969
 DF6969                         *CURRENT SURVEY CONTROL
 DF6969  ______________________________________________________________________
 DF6969* NAD 83(2007) POSITION- 47 04 05.66198(N) 093 35 07.80604(W)   ADJUSTED  
 DF6969* NAD 83(2007) ELLIP HT-   382.766 (meters)        (02/10/07)   ADJUSTED
 DF6969* NAD 83(2007) EPOCH   -  2002.00
 DF6969* NAVD 88 ORTHO HEIGHT -   411.805  (meters)    1351.06  (feet) ADJUSTED  
 DF6969  ______________________________________________________________________
 DF6969  NAD 83(2007) X  -   -272,190.093 (meters)                     COMP
 DF6969  NAD 83(2007) Y  - -4,343,877.640 (meters)                     COMP
 DF6969  NAD 83(2007) Z  -  4,647,215.563 (meters)                     COMP
 DF6969  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC09
 DF6969  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DF6969  DYNAMIC HEIGHT  -        411.833 (meters)     1351.16  (feet) COMP
 DF6969  MODELED GRAVITY -    980,670.5   (mgal)                       NAVD 88
 DF6969
 DF6969  VERT ORDER      -  SECOND    CLASS I
 DF6969
 DF6969  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6969  Type                                         Horiz  Ellip  Dist(km)
 DF6969  -------------------------------------------------------------------
 DF6969  NETWORK                                       0.60   0.80
 DF6969  -------------------------------------------------------------------
 DF6969  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.69      1.47
 DF6969  -------------------------------------------------------------------
 DF6969  NOTE: Click here for information on individual local accuracy
 DF6969  values and other accuracy information.
 DF6969
 DF6969
 DF6969.The horizontal coordinates were established by GPS observations
 DF6969.and adjusted by the National Geodetic Survey in February 2007.
 DF6969
 DF6969.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6969.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6969
 DF6969.The horizontal coordinates are valid at the epoch date displayed above
 DF6969.which is a decimal equivalence of Year/Month/Day.
 DF6969
 DF6969.The orthometric height was determined by differential leveling and
 DF6969.adjusted in June 2007.
 DF6969
 DF6969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6969
 DF6969.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6969
 DF6969.The ellipsoidal height was determined by GPS observations
 DF6969.and is referenced to NAD 83.
 DF6969
 DF6969.The dynamic height is computed by dividing the NAVD 88
 DF6969.geopotential number by the normal gravity value computed on the
 DF6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6969.degrees latitude (g = 980.6199 gals.).
 DF6969
 DF6969.The modeled gravity was interpolated from observed gravity values.
 DF6969
 DF6969. The following values were computed from the NAD 83(2007) position.
 DF6969
 DF6969;                    North         East     Units Scale Factor Converg.
 DF6969;SPC MN N     -   163,289.719   763,122.272   MT  0.99999174   -0 21 35.5
 DF6969;SPC MN N     -   535,726.35  2,503,676.99   sFT  0.99999174   -0 21 35.5
 DF6969;UTM  15      - 5,212,913.670   455,543.658   MT  0.99962429   -0 25 43.3
 DF6969
 DF6969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6969!SPC MN N     -   0.99994001  x   0.99999174  =   0.99993175
 DF6969!UTM  15      -   0.99994001  x   0.99962429  =   0.99956432
 DF6969
 DF6969:                Primary Azimuth Mark                     Grid Az
 DF6969:SPC MN N     -  3115 F                                   004 49 48.6
 DF6969:UTM  15      -  3115 F                                   004 53 56.4
 DF6969
 DF6969|---------------------------------------------------------------------|
 DF6969| PID    Reference Object                     Distance      Geod. Az  |
 DF6969|                                                           dddmmss.s |
 DF6969| DF6968 3115 F                              APPROX. 1.5 KM 0042813.1 |
 DF6969|---------------------------------------------------------------------|
 DF6969
 DF6969                          SUPERSEDED SURVEY CONTROL
 DF6969
 DF6969  NAD 83(1996)-  47 04 05.66209(N)    093 35 07.80543(W) AD(       ) 1
 DF6969  ELLIP H (08/07/03)  382.787  (m)                       GP(       ) 3 1
 DF6969  NAVD 88 (08/07/03)  411.80   (m)         1351.0    (f) LEVELING    3  
 DF6969
 DF6969.Superseded values are not recommended for survey control.
 DF6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6969.See file dsdata.txt to determine how the superseded data were derived.
 DF6969
 DF6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5554312913(NAD 83)
 DF6969
 DF6969_MARKER: DD = SURVEY DISK
 DF6969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6969_STAMPING: 3115 G 2002
 DF6969_MARK LOGO: MNDT  
 DF6969_PROJECTION: RECESSED 5 CENTIMETERS
 DF6969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6969+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF6969_ROD/PIPE-DEPTH:  4.6 meters
 DF6969
 DF6969  HISTORY     - Date     Condition        Report By
 DF6969  HISTORY     - 2002     MONUMENTED       MNDT
 DF6969  HISTORY     - 20020723 GOOD             MNDT
 DF6969
 DF6969                          STATION DESCRIPTION
 DF6969
 DF6969'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6969'THE MARK IS 12 MI (19.3 KM) SOUTH OF GRAND RAPIDS, 12.15 MI (19.55 KM)
 DF6969'SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS, AT TH
 DF6969'169 MP 293.05, 51 FT (15.5 M) EAST OF TH 169, 28.4 FT (8.7 M) SOUTH OF
 DF6969'RIGHT LANE ENDS SIGNPOST, 2.0 FT (0.6 M) WEST OF WIT POST.  THE MARK,
 DF6969'A STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP OF A 15 FT (4.6 M)
 DF6969'ROD WITH A 3 FT (0.9 M) STABILIZER FIN, RECESSED 2 INCHES, MAGNETIC,
 DF6969'AND SUITABLE FOR GPS.
 DF6969
 DF6969                          STATION RECOVERY (2002)
 DF6969
 DF6969'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6969'RECOVERD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8126 ***********************************************************************
 DM8126  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8126  DESIGNATION -  3115 G RESET
 DM8126  PID         -  DM8126
 DM8126  STATE/COUNTY-  MN/ITASCA
 DM8126  COUNTRY     -  US
 DM8126  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DM8126
 DM8126                         *CURRENT SURVEY CONTROL
 DM8126  ______________________________________________________________________
 DM8126* NAD 83(2007) POSITION- 47 04 05.66184(N) 093 35 07.80567(W)   ADJUSTED  
 DM8126* NAD 83(2007) ELLIP HT-   382.700 (meters)        (06/13/11)   ADJUSTED
 DM8126* NAD 83(2007) EPOCH   -  2002.00
 DM8126* NAVD 88 ORTHO HEIGHT -   411.73   (meters)    1350.8   (feet) GPS OBS   
 DM8126  ______________________________________________________________________
 DM8126  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DM8126  NAD 83(2007) X  -   -272,190.083 (meters)                     COMP
 DM8126  NAD 83(2007) Y  - -4,343,877.599 (meters)                     COMP
 DM8126  NAD 83(2007) Z  -  4,647,215.512 (meters)                     COMP
 DM8126  LAPLACE CORR    -         -2.10  (seconds)                    DEFLEC09
 DM8126  HORZ ORDER      -  FIRST
 DM8126  ELLP ORDER      -  FOURTH    CLASS I
 DM8126
 DM8126.The horizontal coordinates were established by GPS observations
 DM8126.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8126
 DM8126.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8126.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8126
 DM8126.The horizontal coordinates are valid at the epoch date displayed above
 DM8126.which is a decimal equivalence of Year/Month/Day.
 DM8126
 DM8126.The orthometric height was determined by GPS observations and a
 DM8126.high-resolution geoid model using precise GPS observation and
 DM8126.processing techniques.
 DM8126
 DM8126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8126
 DM8126.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8126
 DM8126.The ellipsoidal height was determined by GPS observations
 DM8126.and is referenced to NAD 83.
 DM8126
 DM8126. The following values were computed from the NAD 83(2007) position.
 DM8126
 DM8126;                    North         East     Units Scale Factor Converg.
 DM8126;SPC MN N     -   163,289.714   763,122.280   MT  0.99999174   -0 21 35.5
 DM8126;SPC MN N     -   535,726.34  2,503,677.01   sFT  0.99999174   -0 21 35.5
 DM8126;UTM  15      - 5,212,913.665   455,543.666   MT  0.99962429   -0 25 43.3
 DM8126
 DM8126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8126!SPC MN N     -   0.99994002  x   0.99999174  =   0.99993176
 DM8126!UTM  15      -   0.99994002  x   0.99962429  =   0.99956433
 DM8126
 DM8126                          SUPERSEDED SURVEY CONTROL
 DM8126
 DM8126.No superseded survey control is available for this station.
 DM8126
 DM8126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5554312913(NAD 83)
 DM8126
 DM8126_MARKER: I = METAL ROD
 DM8126_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8126_STAMPING: 3115 G 2002 RESET 2009
 DM8126_MARK LOGO: MNDT  
 DM8126_PROJECTION: RECESSED 15 CENTIMETERS
 DM8126_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8126+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2009
 DM8126_ROD/PIPE-DEPTH:  4.6 meters
 DM8126
 DM8126  HISTORY     - Date     Condition        Report By
 DM8126  HISTORY     - 20090925 MONUMENTED       MNDT
 DM8126
 DM8126                          STATION DESCRIPTION
 DM8126
 DM8126'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8126'THE MARK IS 12.0 MILES SOUTH OF GRAND RAPIDS, 12.15 MILES SOUTH ALONG
 DM8126'TRUNK HIGHWAY 169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM8126'2 IN GRAND RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 293.05, 51.0 FEET
 DM8126'EAST OF TRUNK HIGHWAY 169, 28.4 FEET SOUTH OF RIGHT LANE ENDS SIGN,
 DM8126'2.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6970 ***********************************************************************
 DF6970  DESIGNATION -  3115 H
 DF6970  PID         -  DF6970
 DF6970  STATE/COUNTY-  MN/ITASCA
 DF6970  COUNTRY     -  US
 DF6970  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6970
 DF6970                         *CURRENT SURVEY CONTROL
 DF6970  ______________________________________________________________________
 DF6970* NAD 83(2007) POSITION- 47 02 50.78895(N) 093 35 31.04996(W)   ADJUSTED  
 DF6970* NAD 83(2007) ELLIP HT-   373.440 (meters)        (02/10/07)   ADJUSTED
 DF6970* NAD 83(2007) EPOCH   -  2002.00
 DF6970* NAVD 88 ORTHO HEIGHT -   402.435  (meters)    1320.32  (feet) ADJUSTED  
 DF6970  ______________________________________________________________________
 DF6970  NAD 83(2007) X  -   -272,785.252 (meters)                     COMP
 DF6970  NAD 83(2007) Y  - -4,345,529.973 (meters)                     COMP
 DF6970  NAD 83(2007) Z  -  4,645,633.460 (meters)                     COMP
 DF6970  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC09
 DF6970  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 DF6970  DYNAMIC HEIGHT  -        402.461 (meters)     1320.41  (feet) COMP
 DF6970  MODELED GRAVITY -    980,667.9   (mgal)                       NAVD 88
 DF6970
 DF6970  VERT ORDER      -  SECOND    CLASS I
 DF6970
 DF6970  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6970  Type                                         Horiz  Ellip  Dist(km)
 DF6970  -------------------------------------------------------------------
 DF6970  NETWORK                                       0.58   0.80
 DF6970  -------------------------------------------------------------------
 DF6970  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.46   0.55      1.37
 DF6970  -------------------------------------------------------------------
 DF6970  NOTE: Click here for information on individual local accuracy
 DF6970  values and other accuracy information.
 DF6970
 DF6970
 DF6970.The horizontal coordinates were established by GPS observations
 DF6970.and adjusted by the National Geodetic Survey in February 2007.
 DF6970
 DF6970.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6970.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6970
 DF6970.The horizontal coordinates are valid at the epoch date displayed above
 DF6970.which is a decimal equivalence of Year/Month/Day.
 DF6970
 DF6970.The orthometric height was determined by differential leveling and
 DF6970.adjusted in June 2007.
 DF6970
 DF6970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6970
 DF6970.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6970
 DF6970.The ellipsoidal height was determined by GPS observations
 DF6970.and is referenced to NAD 83.
 DF6970
 DF6970.The dynamic height is computed by dividing the NAVD 88
 DF6970.geopotential number by the normal gravity value computed on the
 DF6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6970.degrees latitude (g = 980.6199 gals.).
 DF6970
 DF6970.The modeled gravity was interpolated from observed gravity values.
 DF6970
 DF6970. The following values were computed from the NAD 83(2007) position.
 DF6970
 DF6970;                    North         East     Units Scale Factor Converg.
 DF6970;SPC MN N     -   160,980.718   762,617.130   MT  0.99999662   -0 21 52.7
 DF6970;SPC MN N     -   528,150.91  2,502,019.70   sFT  0.99999662   -0 21 52.7
 DF6970;UTM  15      - 5,210,606.130   455,035.935   MT  0.99962485   -0 25 59.8
 DF6970
 DF6970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6970!SPC MN N     -   0.99994147  x   0.99999662  =   0.99993809
 DF6970!UTM  15      -   0.99994147  x   0.99962485  =   0.99956634
 DF6970
 DF6970:                Primary Azimuth Mark                     Grid Az
 DF6970:SPC MN N     -  3115 J                                   197 32 51.2
 DF6970:UTM  15      -  3115 J                                   197 36 58.3
 DF6970
 DF6970|---------------------------------------------------------------------|
 DF6970| PID    Reference Object                     Distance      Geod. Az  |
 DF6970|                                                           dddmmss.s |
 DF6970| DF6971 3115 J                              APPROX. 1.3 KM 1971058.5 |
 DF6970|---------------------------------------------------------------------|
 DF6970
 DF6970                          SUPERSEDED SURVEY CONTROL
 DF6970
 DF6970  NAD 83(1996)-  47 02 50.78903(N)    093 35 31.04917(W) AD(       ) 1
 DF6970  ELLIP H (08/07/03)  373.456  (m)                       GP(       ) 3 1
 DF6970  NAVD 88 (08/07/03)  402.43   (m)         1320.3    (f) LEVELING    3  
 DF6970
 DF6970.Superseded values are not recommended for survey control.
 DF6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6970.See file dsdata.txt to determine how the superseded data were derived.
 DF6970
 DF6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5503510606(NAD 83)
 DF6970
 DF6970_MARKER: DD = SURVEY DISK
 DF6970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6970_STAMPING: 3115 H 2002
 DF6970_MARK LOGO: MNDT  
 DF6970_PROJECTION: FLUSH
 DF6970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6970+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF6970_ROD/PIPE-DEPTH: 10.7 meters
 DF6970
 DF6970  HISTORY     - Date     Condition        Report By
 DF6970  HISTORY     - 2002     MONUMENTED       MNDT
 DF6970  HISTORY     - 20020723 GOOD             MNDT
 DF6970
 DF6970                          STATION DESCRIPTION
 DF6970
 DF6970'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6970'THE MARK IS 13.5 MI (21.7 KM) SOUTH FROM GRAND RAPIDS, 13.65 MI (21.97
 DF6970'KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 2 IN GRAND RAPIDS, AT
 DF6970'TH 169 MP 291.55, 80 FT (24.4 M) EAST OF TH 169, 47 FT (14.3 M) NORTH
 DF6970'OF TAYLOR LANE.  THE MARK, A STANDARD MNDT GEODETIC CONTROL DISK SET
 DF6970'ON TOP OF A 35 FT (10.7 M) ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DF6970'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF6970
 DF6970                          STATION RECOVERY (2002)
 DF6970
 DF6970'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6970'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8127 ***********************************************************************
 DM8127  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8127  DESIGNATION -  3115 H RESET
 DM8127  PID         -  DM8127
 DM8127  STATE/COUNTY-  MN/ITASCA
 DM8127  COUNTRY     -  US
 DM8127  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DM8127
 DM8127                         *CURRENT SURVEY CONTROL
 DM8127  ______________________________________________________________________
 DM8127* NAD 83(2007) POSITION- 47 02 50.78884(N) 093 35 31.05002(W)   ADJUSTED  
 DM8127* NAD 83(2007) ELLIP HT-   373.371 (meters)        (06/13/11)   ADJUSTED
 DM8127* NAD 83(2007) EPOCH   -  2002.00
 DM8127* NAVD 88 ORTHO HEIGHT -   402.36   (meters)    1320.1   (feet) GPS OBS   
 DM8127  ______________________________________________________________________
 DM8127  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 DM8127  NAD 83(2007) X  -   -272,785.251 (meters)                     COMP
 DM8127  NAD 83(2007) Y  - -4,345,529.929 (meters)                     COMP
 DM8127  NAD 83(2007) Z  -  4,645,633.407 (meters)                     COMP
 DM8127  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC09
 DM8127  HORZ ORDER      -  FIRST
 DM8127  ELLP ORDER      -  FOURTH    CLASS I
 DM8127
 DM8127.The horizontal coordinates were established by GPS observations
 DM8127.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8127
 DM8127.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8127.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8127
 DM8127.The horizontal coordinates are valid at the epoch date displayed above
 DM8127.which is a decimal equivalence of Year/Month/Day.
 DM8127
 DM8127.The orthometric height was determined by GPS observations and a
 DM8127.high-resolution geoid model using precise GPS observation and
 DM8127.processing techniques.
 DM8127
 DM8127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8127
 DM8127.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8127
 DM8127.The ellipsoidal height was determined by GPS observations
 DM8127.and is referenced to NAD 83.
 DM8127
 DM8127. The following values were computed from the NAD 83(2007) position.
 DM8127
 DM8127;                    North         East     Units Scale Factor Converg.
 DM8127;SPC MN N     -   160,980.715   762,617.128   MT  0.99999662   -0 21 52.7
 DM8127;SPC MN N     -   528,150.90  2,502,019.69   sFT  0.99999662   -0 21 52.7
 DM8127;UTM  15      - 5,210,606.126   455,035.933   MT  0.99962485   -0 25 59.8
 DM8127
 DM8127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8127!SPC MN N     -   0.99994148  x   0.99999662  =   0.99993810
 DM8127!UTM  15      -   0.99994148  x   0.99962485  =   0.99956635
 DM8127
 DM8127:                Primary Azimuth Mark                     Grid Az
 DM8127:SPC MN N     -  3115 J RESET                             197 32 51.6
 DM8127:UTM  15      -  3115 J RESET                             197 36 58.7
 DM8127
 DM8127|---------------------------------------------------------------------|
 DM8127| PID    Reference Object                     Distance      Geod. Az  |
 DM8127|                                                           dddmmss.s |
 DM8127| DM8128 3115 J RESET                        APPROX. 1.3 KM 1971058.9 |
 DM8127|---------------------------------------------------------------------|
 DM8127
 DM8127                          SUPERSEDED SURVEY CONTROL
 DM8127
 DM8127.No superseded survey control is available for this station.
 DM8127
 DM8127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5503510606(NAD 83)
 DM8127
 DM8127_MARKER: I = METAL ROD
 DM8127_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8127_STAMPING: 3115 H 2002 RESET 2009
 DM8127_MARK LOGO: MNDT  
 DM8127_PROJECTION: RECESSED 10 CENTIMETERS
 DM8127_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8127+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 DM8127_ROD/PIPE-DEPTH: 10.7 meters
 DM8127
 DM8127  HISTORY     - Date     Condition        Report By
 DM8127  HISTORY     - 20090728 MONUMENTED       MNDT
 DM8127
 DM8127                          STATION DESCRIPTION
 DM8127
 DM8127'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8127'THE MARK IS 13.5 MILES SOUTH OF GRAND RAPIDS, 13.65 MILES SOUTH ALONG
 DM8127'TRUNK HIGHWAY 169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM8127'2 IN GRAND RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 291.55, 80.0 FEET
 DM8127'EAST OF TRUNK HIGHWAY 169, 47.0 FEET NORTH OF TAYLOR LANE, 2.0 FEET
 DM8127'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6971 ***********************************************************************
 DF6971  DESIGNATION -  3115 J
 DF6971  PID         -  DF6971
 DF6971  STATE/COUNTY-  MN/ITASCA
 DF6971  COUNTRY     -  US
 DF6971  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DF6971
 DF6971                         *CURRENT SURVEY CONTROL
 DF6971  ______________________________________________________________________
 DF6971* NAD 83(2007) POSITION- 47 02 11.92978(N) 093 35 48.62604(W)   ADJUSTED  
 DF6971* NAD 83(2007) ELLIP HT-   368.499 (meters)        (02/10/07)   ADJUSTED
 DF6971* NAD 83(2007) EPOCH   -  2002.00
 DF6971* NAVD 88 ORTHO HEIGHT -   397.470  (meters)    1304.03  (feet) ADJUSTED  
 DF6971  ______________________________________________________________________
 DF6971  NAD 83(2007) X  -   -273,210.427 (meters)                     COMP
 DF6971  NAD 83(2007) Y  - -4,346,379.906 (meters)                     COMP
 DF6971  NAD 83(2007) Z  -  4,644,812.035 (meters)                     COMP
 DF6971  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC09
 DF6971  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 DF6971  DYNAMIC HEIGHT  -        397.496 (meters)     1304.12  (feet) COMP
 DF6971  MODELED GRAVITY -    980,666.6   (mgal)                       NAVD 88
 DF6971
 DF6971  VERT ORDER      -  SECOND    CLASS I
 DF6971
 DF6971  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6971  Type                                         Horiz  Ellip  Dist(km)
 DF6971  -------------------------------------------------------------------
 DF6971  NETWORK                                       0.60   0.82
 DF6971  -------------------------------------------------------------------
 DF6971  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.69      2.98
 DF6971  -------------------------------------------------------------------
 DF6971  NOTE: Click here for information on individual local accuracy
 DF6971  values and other accuracy information.
 DF6971
 DF6971
 DF6971.The horizontal coordinates were established by GPS observations
 DF6971.and adjusted by the National Geodetic Survey in February 2007.
 DF6971
 DF6971.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6971.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6971
 DF6971.The horizontal coordinates are valid at the epoch date displayed above
 DF6971.which is a decimal equivalence of Year/Month/Day.
 DF6971
 DF6971.The orthometric height was determined by differential leveling and
 DF6971.adjusted in June 2007.
 DF6971
 DF6971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6971
 DF6971.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6971
 DF6971.The ellipsoidal height was determined by GPS observations
 DF6971.and is referenced to NAD 83.
 DF6971
 DF6971.The dynamic height is computed by dividing the NAVD 88
 DF6971.geopotential number by the normal gravity value computed on the
 DF6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6971.degrees latitude (g = 980.6199 gals.).
 DF6971
 DF6971.The modeled gravity was interpolated from observed gravity values.
 DF6971
 DF6971. The following values were computed from the NAD 83(2007) position.
 DF6971
 DF6971;                    North         East     Units Scale Factor Converg.
 DF6971;SPC MN N     -   159,783.107   762,238.430   MT  0.99999920   -0 22 05.8
 DF6971;SPC MN N     -   524,221.74  2,500,777.25   sFT  0.99999920   -0 22 05.8
 DF6971;UTM  15      - 5,209,409.420   454,655.944   MT  0.99962527   -0 26 12.4
 DF6971
 DF6971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6971!SPC MN N     -   0.99994224  x   0.99999920  =   0.99994144
 DF6971!UTM  15      -   0.99994224  x   0.99962527  =   0.99956753
 DF6971
 DF6971:                Primary Azimuth Mark                     Grid Az
 DF6971:SPC MN N     -  3115 H                                   017 32 51.5
 DF6971:UTM  15      -  3115 H                                   017 36 58.1
 DF6971
 DF6971|---------------------------------------------------------------------|
 DF6971| PID    Reference Object                     Distance      Geod. Az  |
 DF6971|                                                           dddmmss.s |
 DF6971| DF6970 3115 H                              APPROX. 1.3 KM 0171045.7 |
 DF6971|---------------------------------------------------------------------|
 DF6971
 DF6971                          SUPERSEDED SURVEY CONTROL
 DF6971
 DF6971  NAD 83(1996)-  47 02 11.92981(N)    093 35 48.62535(W) AD(       ) 1
 DF6971  ELLIP H (08/07/03)  368.522  (m)                       GP(       ) 3 1
 DF6971  NAVD 88 (08/07/03)  397.47   (m)         1304.0    (f) LEVELING    3  
 DF6971
 DF6971.Superseded values are not recommended for survey control.
 DF6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6971.See file dsdata.txt to determine how the superseded data were derived.
 DF6971
 DF6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5465509409(NAD 83)
 DF6971
 DF6971_MARKER: DD = SURVEY DISK
 DF6971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6971_STAMPING: 3115 J 2002
 DF6971_MARK LOGO: MNDT  
 DF6971_PROJECTION: FLUSH
 DF6971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6971+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 DF6971_ROD/PIPE-DEPTH: 27.4 meters
 DF6971
 DF6971  HISTORY     - Date     Condition        Report By
 DF6971  HISTORY     - 2002     MONUMENTED       MNDT
 DF6971  HISTORY     - 20020723 GOOD             MNDT
 DF6971
 DF6971                          STATION DESCRIPTION
 DF6971
 DF6971'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6971'THE MARK IS 14.25 MI (22.93 KM) SOUTH OF GRAND RAPIDS, 14.45 MI (23.25
 DF6971'KM) SOUTH ALONG TH 169 FROM JCT TH 169 AND TH 2 IN GRAND RAPIDS, AT TH
 DF6971'169 MP 290.75, 93 FT (28.3 M) WEST OF TH 169, 36 FT (11.0 M) SOUTH OF
 DF6971'SPANG RD, 2.0 FT (0.6 M) NORTH OF WIT POST.  THE MARK, A STANDARD MNDT
 DF6971'GEODETIC CONTROL DISK SET ON TOP OF A 90 FT (27.4 M) ROD WITH A 3 FT
 DF6971'(0.9 M) STABILIZER FIN, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF6971
 DF6971                          STATION RECOVERY (2002)
 DF6971
 DF6971'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF6971'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8128 ***********************************************************************
 DM8128  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8128  DESIGNATION -  3115 J RESET
 DM8128  PID         -  DM8128
 DM8128  STATE/COUNTY-  MN/ITASCA
 DM8128  COUNTRY     -  US
 DM8128  USGS QUAD   -  MOUNTAIN ASH LAKE (1977)
 DM8128
 DM8128                         *CURRENT SURVEY CONTROL
 DM8128  ______________________________________________________________________
 DM8128* NAD 83(2007) POSITION- 47 02 11.92977(N) 093 35 48.62615(W)   ADJUSTED  
 DM8128* NAD 83(2007) ELLIP HT-   368.416 (meters)        (06/13/11)   ADJUSTED
 DM8128* NAD 83(2007) EPOCH   -  2002.00
 DM8128* NAVD 88 ORTHO HEIGHT -   397.39   (meters)    1303.8   (feet) GPS OBS   
 DM8128  ______________________________________________________________________
 DM8128  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 DM8128  NAD 83(2007) X  -   -273,210.426 (meters)                     COMP
 DM8128  NAD 83(2007) Y  - -4,346,379.850 (meters)                     COMP
 DM8128  NAD 83(2007) Z  -  4,644,811.974 (meters)                     COMP
 DM8128  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC09
 DM8128  HORZ ORDER      -  FIRST
 DM8128  ELLP ORDER      -  FOURTH    CLASS I
 DM8128
 DM8128.The horizontal coordinates were established by GPS observations
 DM8128.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8128
 DM8128.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8128.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8128
 DM8128.The horizontal coordinates are valid at the epoch date displayed above
 DM8128.which is a decimal equivalence of Year/Month/Day.
 DM8128
 DM8128.The orthometric height was determined by GPS observations and a
 DM8128.high-resolution geoid model using precise GPS observation and
 DM8128.processing techniques.
 DM8128
 DM8128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8128
 DM8128.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8128
 DM8128.The ellipsoidal height was determined by GPS observations
 DM8128.and is referenced to NAD 83.
 DM8128
 DM8128. The following values were computed from the NAD 83(2007) position.
 DM8128
 DM8128;                    North         East     Units Scale Factor Converg.
 DM8128;SPC MN N     -   159,783.107   762,238.428   MT  0.99999920   -0 22 05.8
 DM8128;SPC MN N     -   524,221.74  2,500,777.24   sFT  0.99999920   -0 22 05.8
 DM8128;UTM  15      - 5,209,409.419   454,655.942   MT  0.99962527   -0 26 12.4
 DM8128
 DM8128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8128!SPC MN N     -   0.99994225  x   0.99999920  =   0.99994145
 DM8128!UTM  15      -   0.99994225  x   0.99962527  =   0.99956755
 DM8128
 DM8128:                Primary Azimuth Mark                     Grid Az
 DM8128:SPC MN N     -  3115 H RESET                             017 32 51.8
 DM8128:UTM  15      -  3115 H RESET                             017 36 58.4
 DM8128
 DM8128|---------------------------------------------------------------------|
 DM8128| PID    Reference Object                     Distance      Geod. Az  |
 DM8128|                                                           dddmmss.s |
 DM8128| DM8127 3115 H RESET                        APPROX. 1.3 KM 0171046.0 |
 DM8128|---------------------------------------------------------------------|
 DM8128
 DM8128                          SUPERSEDED SURVEY CONTROL
 DM8128
 DM8128.No superseded survey control is available for this station.
 DM8128
 DM8128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5465509409(NAD 83)
 DM8128
 DM8128_MARKER: I = METAL ROD
 DM8128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8128_STAMPING: 3115 J 2002 RESET 2009
 DM8128_MARK LOGO: MNDT  
 DM8128_PROJECTION: RECESSED 8 CENTIMETERS
 DM8128_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8128+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2009
 DM8128_ROD/PIPE-DEPTH: 27.4 meters
 DM8128
 DM8128  HISTORY     - Date     Condition        Report By
 DM8128  HISTORY     - 20090728 MONUMENTED       MNDT
 DM8128
 DM8128                          STATION DESCRIPTION
 DM8128
 DM8128'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8128'THE MARK IS 14.0 MILES SOUTH OF GRAND RAPIDS, 14.45 MILES SOUTH ALONG
 DM8128'TRUNK HIGHWAY 169 FROM JUNCTION TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 2
 DM8128'IN GRAND RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 290.75, 93.0 FEET WEST
 DM8128'OF TRUNK HIGHWAY 169, 36.0 FEET SOUTH OF SPANG ROAD, 2.0 FEET NORTH OF
 DM8128'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8129 ***********************************************************************
 DM8129  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8129  DESIGNATION -  3115 L
 DM8129  PID         -  DM8129
 DM8129  STATE/COUNTY-  MN/ITASCA
 DM8129  COUNTRY     -  US
 DM8129  USGS QUAD   -  GRAND RAPIDS (1969)
 DM8129
 DM8129                         *CURRENT SURVEY CONTROL
 DM8129  ______________________________________________________________________
 DM8129* NAD 83(2007) POSITION- 47 10 30.67551(N) 093 32 31.49073(W)   ADJUSTED  
 DM8129* NAD 83(2007) ELLIP HT-   388.759 (meters)        (06/13/11)   ADJUSTED
 DM8129* NAD 83(2007) EPOCH   -  2002.00
 DM8129* NAVD 88 ORTHO HEIGHT -   417.98   (meters)    1371.3   (feet) GPS OBS   
 DM8129  ______________________________________________________________________
 DM8129  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DM8129  NAD 83(2007) X  -   -268,359.986 (meters)                     COMP
 DM8129  NAD 83(2007) Y  - -4,335,390.021 (meters)                     COMP
 DM8129  NAD 83(2007) Z  -  4,655,310.760 (meters)                     COMP
 DM8129  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC09
 DM8129  HORZ ORDER      -  FIRST
 DM8129  ELLP ORDER      -  FOURTH    CLASS I
 DM8129
 DM8129.The horizontal coordinates were established by GPS observations
 DM8129.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8129
 DM8129.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8129.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8129
 DM8129.The horizontal coordinates are valid at the epoch date displayed above
 DM8129.which is a decimal equivalence of Year/Month/Day.
 DM8129
 DM8129.The orthometric height was determined by GPS observations and a
 DM8129.high-resolution geoid model using precise GPS observation and
 DM8129.processing techniques.
 DM8129
 DM8129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8129
 DM8129.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8129
 DM8129.The ellipsoidal height was determined by GPS observations
 DM8129.and is referenced to NAD 83.
 DM8129
 DM8129. The following values were computed from the NAD 83(2007) position.
 DM8129
 DM8129;                    North         East     Units Scale Factor Converg.
 DM8129;SPC MN N     -   175,159.273   766,488.396   MT  0.99996872   -0 19 39.6
 DM8129;SPC MN N     -   574,668.38  2,514,720.68   sFT  0.99996872   -0 19 39.6
 DM8129;UTM  15      - 5,224,774.897   458,922.944   MT  0.99962074   -0 23 51.3
 DM8129
 DM8129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8129!SPC MN N     -   0.99993907  x   0.99996872  =   0.99990779
 DM8129!UTM  15      -   0.99993907  x   0.99962074  =   0.99955983
 DM8129
 DM8129:                Primary Azimuth Mark                     Grid Az
 DM8129:SPC MN N     -  3115 B RESET                             012 27 05.7
 DM8129:UTM  15      -  3115 B RESET                             012 31 17.4
 DM8129
 DM8129|---------------------------------------------------------------------|
 DM8129| PID    Reference Object                     Distance      Geod. Az  |
 DM8129|                                                           dddmmss.s |
 DM8129| DM8124 3115 B RESET                        APPROX. 1.1 KM 0120726.1 |
 DM8129|---------------------------------------------------------------------|
 DM8129
 DM8129                          SUPERSEDED SURVEY CONTROL
 DM8129
 DM8129.No superseded survey control is available for this station.
 DM8129
 DM8129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5892224774(NAD 83)
 DM8129
 DM8129_MARKER: I = METAL ROD
 DM8129_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8129_STAMPING: 3115 L 2009
 DM8129_MARK LOGO: MNDT  
 DM8129_PROJECTION: RECESSED 3 CENTIMETERS
 DM8129_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8129+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8129_ROD/PIPE-DEPTH: 12.2 meters
 DM8129
 DM8129  HISTORY     - Date     Condition        Report By
 DM8129  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8129
 DM8129                          STATION DESCRIPTION
 DM8129
 DM8129'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8129'THE MARK IS 4.5 MILES SOUTH OF GRAND RAPIDS, 4.4 MILES SOUTH ALONG
 DM8129'TRUNK HIGHWAY 169 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND
 DM8129'TRUNK HIGHWAY 2 IN GRAND RAPIDS, AT TRUNK HIGHWAY 169 MILEPOINT 300.9,
 DM8129'44.3 FEET EAST OF TRUNK HIGHWAY 169, 12.8 FEET SOUTH OF BITUMINOUS
 DM8129'ENTRANCE, 0.4 MILE SOUTH OF COUNTY ROAD 64 (HARRIS TOWN ROAD), 2.8
 DM8129'MILES WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1907 ***********************************************************************
 SJ1907  DESIGNATION -  3116 AB
 SJ1907  PID         -  SJ1907
 SJ1907  STATE/COUNTY-  MN/ITASCA
 SJ1907  COUNTRY     -  US
 SJ1907  USGS QUAD   -  GRAND RAPIDS (1969)
 SJ1907
 SJ1907                         *CURRENT SURVEY CONTROL
 SJ1907  ______________________________________________________________________
 SJ1907* NAD 83(1986) POSITION- 47 14 21.     (N) 093 30 04.     (W)   SCALED    
 SJ1907* NAVD 88 ORTHO HEIGHT -   398.861  (meters)    1308.60  (feet) ADJUSTED  
 SJ1907  ______________________________________________________________________
 SJ1907  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 SJ1907  DYNAMIC HEIGHT  -        398.896 (meters)     1308.71  (feet) COMP
 SJ1907  MODELED GRAVITY -    980,689.3   (mgal)                       NAVD 88
 SJ1907
 SJ1907  VERT ORDER      -  SECOND    CLASS I
 SJ1907
 SJ1907.The horizontal coordinates were scaled from a topographic map and have
 SJ1907.an estimated accuracy of +/- 6 seconds.
 SJ1907.
 SJ1907.The orthometric height was determined by differential leveling and
 SJ1907.adjusted in June 1991.
 SJ1907
 SJ1907.The dynamic height is computed by dividing the NAVD 88
 SJ1907.geopotential number by the normal gravity value computed on the
 SJ1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1907.degrees latitude (g = 980.6199 gals.).
 SJ1907
 SJ1907.The modeled gravity was interpolated from observed gravity values.
 SJ1907
 SJ1907;                    North         East    Units  Estimated Accuracy
 SJ1907;SPC MN N     -   182,260.      769,630.      MT  (+/- 180 meters Scaled)
 SJ1907
 SJ1907                          SUPERSEDED SURVEY CONTROL
 SJ1907
 SJ1907.No superseded survey control is available for this station.
 SJ1907
 SJ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN620318(NAD 83)
 SJ1907
 SJ1907_MARKER: DD = SURVEY DISK
 SJ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ1907_SP_SET: CONCRETE POST
 SJ1907_STAMPING: 3116 AB 1977
 SJ1907_PROJECTION: FLUSH
 SJ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1907+STABILITY: SURFACE MOTION
 SJ1907
 SJ1907  HISTORY     - Date     Condition        Report By
 SJ1907  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1907
 SJ1907                          STATION DESCRIPTION
 SJ1907
 SJ1907'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1907'0.85 MI EAST FROM GRAND RAPIDS.
 SJ1907'THE MARK IS LOCATED 0.95 MILE EAST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1907'JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 2 IN GRAND RAPIDS AT
 SJ1907'THE NORTHWEST CORNER OF CALVERY CEMENTARY. IT IS 58.2 FT. SOUTH OF
 SJ1907'THE CENTER OF TRUNK HIGHWAY 169 AT MILEPOINT 306.6 28.5 FT. SOUTH
 SJ1907'SOUTHWEST OF A 24 INCH RED PINE, 23.2 FT. SOUTH SOUTHEAST OF A 24
 SJ1907'INCH RED PINE, 23.2 FT. SOUTH SOUTHWEST OF A POWER POLE NORTH SOUTH
 SJ1907'LINE, 22.5 FT. SOUTH OF AN IRON FENCE AND 14 FT. NORTHWEST OF THE
 SJ1907'CENTER OF A CEMETARY ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1912 ***********************************************************************
 SJ1912  DESIGNATION -  3116 AC
 SJ1912  PID         -  SJ1912
 SJ1912  STATE/COUNTY-  MN/ITASCA
 SJ1912  COUNTRY     -  US
 SJ1912  USGS QUAD   -  LA PRAIRIE (1977)
 SJ1912
 SJ1912                         *CURRENT SURVEY CONTROL
 SJ1912  ______________________________________________________________________
 SJ1912* NAD 83(1986) POSITION- 47 14 44.     (N) 093 29 10.     (W)   SCALED    
 SJ1912* NAVD 88 ORTHO HEIGHT -   387.727  (meters)    1272.07  (feet) ADJUSTED  
 SJ1912  ______________________________________________________________________
 SJ1912  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 SJ1912  DYNAMIC HEIGHT  -        387.761 (meters)     1272.18  (feet) COMP
 SJ1912  MODELED GRAVITY -    980,691.8   (mgal)                       NAVD 88
 SJ1912
 SJ1912  VERT ORDER      -  SECOND    CLASS I
 SJ1912
 SJ1912.The horizontal coordinates were scaled from a topographic map and have
 SJ1912.an estimated accuracy of +/- 6 seconds.
 SJ1912.
 SJ1912.The orthometric height was determined by differential leveling and
 SJ1912.adjusted in June 1991.
 SJ1912
 SJ1912.The dynamic height is computed by dividing the NAVD 88
 SJ1912.geopotential number by the normal gravity value computed on the
 SJ1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1912.degrees latitude (g = 980.6199 gals.).
 SJ1912
 SJ1912.The modeled gravity was interpolated from observed gravity values.
 SJ1912
 SJ1912;                    North         East    Units  Estimated Accuracy
 SJ1912;SPC MN N     -   182,960.      770,770.      MT  (+/- 180 meters Scaled)
 SJ1912
 SJ1912                          SUPERSEDED SURVEY CONTROL
 SJ1912
 SJ1912.No superseded survey control is available for this station.
 SJ1912
 SJ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN632325(NAD 83)
 SJ1912
 SJ1912_MARKER: DD = SURVEY DISK
 SJ1912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1912_SP_SET: ABUTMENT
 SJ1912_STAMPING: 3116 AC 1977
 SJ1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1912
 SJ1912  HISTORY     - Date     Condition        Report By
 SJ1912  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1912
 SJ1912                          STATION DESCRIPTION
 SJ1912
 SJ1912'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1912'1.7 MI NE FROM GRAND RAPIDS.
 SJ1912'THE MARK IS LOCATED 1.8 MILES EAST AND NORTHEAST ALONG TRUNK HIGHWAY
 SJ1912'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 2 IN
 SJ1912'GRAND RAPIDS. IT IS 19.0 FT. SOUTHEAST OF, AND ONE FT. HIGHER THAN
 SJ1912'THE CENTER OF TRUNK HIGHWAY 169 AT MILEPOINT 307.5. DISK IS CEMENTED
 SJ1912'IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF TRUNK HIGHWAY 169
 SJ1912'BRIDGE 6659 OVER THE PRAIRIE RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1914 ***********************************************************************
 SJ1914  DESIGNATION -  3116 AD
 SJ1914  PID         -  SJ1914
 SJ1914  STATE/COUNTY-  MN/ITASCA
 SJ1914  COUNTRY     -  US
 SJ1914  USGS QUAD   -  BOVEY (1969)
 SJ1914
 SJ1914                         *CURRENT SURVEY CONTROL
 SJ1914  ______________________________________________________________________
 SJ1914* NAD 83(2007) POSITION- 47 15 55.15343(N) 093 27 40.12108(W)   ADJUSTED  
 SJ1914* NAD 83(2007) ELLIP HT-   397.411 (meters)        (06/13/11)   ADJUSTED
 SJ1914* NAD 83(2007) EPOCH   -  2002.00
 SJ1914* NAVD 88 ORTHO HEIGHT -   426.804  (meters)    1400.27  (feet) ADJUSTED  
 SJ1914  ______________________________________________________________________
 SJ1914  NAD 83(2007) X  -   -261,791.857 (meters)                     COMP
 SJ1914  NAD 83(2007) Y  - -4,328,428.847 (meters)                     COMP
 SJ1914  NAD 83(2007) Z  -  4,662,123.287 (meters)                     COMP
 SJ1914  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC09
 SJ1914  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 SJ1914  DYNAMIC HEIGHT  -        426.842 (meters)     1400.40  (feet) COMP
 SJ1914  MODELED GRAVITY -    980,689.9   (mgal)                       NAVD 88
 SJ1914
 SJ1914  HORZ ORDER      -  FIRST
 SJ1914  VERT ORDER      -  SECOND    CLASS I
 SJ1914  ELLP ORDER      -  FOURTH    CLASS I
 SJ1914
 SJ1914.The horizontal coordinates were established by GPS observations
 SJ1914.and adjusted by the MN DEPT OF TRANSP in June 2011.
 SJ1914
 SJ1914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ1914.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ1914
 SJ1914.The horizontal coordinates are valid at the epoch date displayed above
 SJ1914.which is a decimal equivalence of Year/Month/Day.
 SJ1914
 SJ1914.The orthometric height was determined by differential leveling and
 SJ1914.adjusted in June 1991.
 SJ1914
 SJ1914.Photographs are available for this station.
 SJ1914
 SJ1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1914
 SJ1914.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1914
 SJ1914.The ellipsoidal height was determined by GPS observations
 SJ1914.and is referenced to NAD 83.
 SJ1914
 SJ1914.The dynamic height is computed by dividing the NAVD 88
 SJ1914.geopotential number by the normal gravity value computed on the
 SJ1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1914.degrees latitude (g = 980.6199 gals.).
 SJ1914
 SJ1914.The modeled gravity was interpolated from observed gravity values.
 SJ1914
 SJ1914. The following values were computed from the NAD 83(2007) position.
 SJ1914
 SJ1914;                    North         East     Units Scale Factor Converg.
 SJ1914;SPC MN N     -   185,147.409   772,670.455   MT  0.99995198   -0 16 03.7
 SJ1914;SPC MN N     -   607,437.79  2,535,002.98   sFT  0.99995198   -0 16 03.7
 SJ1914;UTM  15      - 5,234,752.004   465,115.165   MT  0.99961496   -0 20 19.4
 SJ1914
 SJ1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1914!SPC MN N     -   0.99993771  x   0.99995198  =   0.99988969
 SJ1914!UTM  15      -   0.99993771  x   0.99961496  =   0.99955270
 SJ1914
 SJ1914:                Primary Azimuth Mark                     Grid Az
 SJ1914:SPC MN N     -  3116 BG                                  045 17 19.7
 SJ1914:UTM  15      -  3116 BG                                  045 21 35.4
 SJ1914
 SJ1914|---------------------------------------------------------------------|
 SJ1914| PID    Reference Object                     Distance      Geod. Az  |
 SJ1914|                                                           dddmmss.s |
 SJ1914| DM8130 3116 BG                             APPROX. 1.3 KM 0450116.0 |
 SJ1914|---------------------------------------------------------------------|
 SJ1914
 SJ1914                          SUPERSEDED SURVEY CONTROL
 SJ1914
 SJ1914  NAVD 88 (06/13/11)  426.80   (m)         1400.3    (f) LEVELING    3  
 SJ1914
 SJ1914.Superseded values are not recommended for survey control.
 SJ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1914.See file dsdata.txt to determine how the superseded data were derived.
 SJ1914
 SJ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6511534752(NAD 83)
 SJ1914
 SJ1914_MARKER: DV = VERTICAL CONTROL DISK
 SJ1914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1914_SP_SET: COPPER-CLAD STEEL ROD
 SJ1914_STAMPING: 3116 AD 1977
 SJ1914_MARK LOGO: MNDT  
 SJ1914_PROJECTION: FLUSH
 SJ1914_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SJ1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1914+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2009
 SJ1914_ROD/PIPE-DEPTH: 9.75 meters
 SJ1914
 SJ1914  HISTORY     - Date     Condition        Report By
 SJ1914  HISTORY     - 19770401 MONUMENTED       MNDT
 SJ1914  HISTORY     - 20090716 GOOD             MNDT
 SJ1914
 SJ1914                          STATION DESCRIPTION
 SJ1914
 SJ1914'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1914'3.2 MI NE FROM GRAND RAPIDS.
 SJ1914'THE MARK IS LOCATED 3.7 MILES EAST AND NORTHEAST ALONG TRUNK HIGHWAY
 SJ1914'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 2 IN
 SJ1914'GRAND RAPIDS AND 2.2 MILES SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1914'COUNTY ROAD 61 BRIDGE IN COLERAINE. IT IS 0.05 MILE NORTHWEST OF
 SJ1914'TRUNK HIGHWAY 169 AT MILEPOINT 309.25, 51.5 FT. WEST OF, AND 2 FT.
 SJ1914'HIGHER THAN THE CENTER OF COUNTY ROAD 440, 9.6 FT. EAST OF A
 SJ1914'FENCELINE AND 2.2 FT. EAST OF A POWER POLE. DISK IS 0.9 FT. EAST OF
 SJ1914'A STEEL WITNESS POST.
 SJ1914
 SJ1914                          STATION RECOVERY (2009)
 SJ1914
 SJ1914'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 SJ1914'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 SJ1914'THE MARK IS 3.2 MILES NORTHEAST FROM GRAND RAPIDS, 3.7 MILES EAST AND
 SJ1914'NORTHEAST ON TRUNK HIGHWAY 169 FROM EAST JUNCTION OF TRUNK HIGHWAY 169
 SJ1914'AND TRUNK HIGHWAY 2 IN GRAND RAPIDS, 2.2 MILES SOUTHWEST ALONG TRUNK
 SJ1914'HIGHWAY 169 FROM THE COUNTY ROAD 61 BRIDGE IN COLERAINE, 0.05 MILE
 SJ1914'NORTHWEST OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILEPOINT 309.25,
 SJ1914'157.7 FEET SOUTHWEST OF GUYED POWER POLE, 75.0 FEET NORTHWEST OF
 SJ1914'CENTER OF CROSSOVER EXTENDED, 51.5 FEET WEST OF COUNTY ROAD 440, 28.5
 SJ1914'FEET EAST-NORTHEAST OF TELEPHONE PEDESTAL, 0.9 FOOT EAST OF WITNESS
 SJ1914'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1917 ***********************************************************************
 SJ1917  DESIGNATION -  3116 AE
 SJ1917  PID         -  SJ1917
 SJ1917  STATE/COUNTY-  MN/ITASCA
 SJ1917  COUNTRY     -  US
 SJ1917  USGS QUAD   -  BOVEY (1969)
 SJ1917
 SJ1917                         *CURRENT SURVEY CONTROL
 SJ1917  ______________________________________________________________________
 SJ1917* NAD 83(1986) POSITION- 47 17 12.3    (N) 093 25 53.7    (W)   HD_HELD2  
 SJ1917* NAVD 88 ORTHO HEIGHT -   407.286  (meters)    1336.24  (feet) ADJUSTED  
 SJ1917  ______________________________________________________________________
 SJ1917  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 SJ1917  DYNAMIC HEIGHT  -        407.320 (meters)     1336.35  (feet) COMP
 SJ1917  MODELED GRAVITY -    980,684.2   (mgal)                       NAVD 88
 SJ1917
 SJ1917  VERT ORDER      -  SECOND    CLASS I
 SJ1917
 SJ1917.The horizontal coordinates were established by autonomous hand held GPS
 SJ1917.observations and have an estimated accuracy of +/- 10 meters.
 SJ1917.
 SJ1917.The orthometric height was determined by differential leveling and
 SJ1917.adjusted in June 1991.
 SJ1917
 SJ1917.Photographs are available for this station.
 SJ1917
 SJ1917.The dynamic height is computed by dividing the NAVD 88
 SJ1917.geopotential number by the normal gravity value computed on the
 SJ1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1917.degrees latitude (g = 980.6199 gals.).
 SJ1917
 SJ1917.The modeled gravity was interpolated from observed gravity values.
 SJ1917
 SJ1917;                    North         East    Units  Estimated Accuracy
 SJ1917;SPC MN N     -   187,520.      774,918.      MT  (+/- 10 meters HH2 GPS)
 SJ1917
 SJ1917                          SUPERSEDED SURVEY CONTROL
 SJ1917
 SJ1917.No superseded survey control is available for this station.
 SJ1917
 SJ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6736437120(NAD 83)
 SJ1917
 SJ1917_MARKER: DB = BENCH MARK DISK
 SJ1917_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1917_SP_SET: BRIDGE ABUTMENT
 SJ1917_STAMPING: 3116 AE 1977
 SJ1917_MARK LOGO: MNDT  
 SJ1917_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1917+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 SJ1917
 SJ1917  HISTORY     - Date     Condition        Report By
 SJ1917  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1917  HISTORY     - 20041018 GOOD             MNDT
 SJ1917
 SJ1917                          STATION DESCRIPTION
 SJ1917
 SJ1917'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1917'IN COLERAINE.
 SJ1917'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 SJ1917'RD. 61 IN COLERAINE. IT IS 17.3 FT. EAST OF AND ONE FT. HIGHER THAN
 SJ1917'THE CENTER OF NORTHBOUND TRUNK HIGHWAY 169 AT MILEPOINT 311.35. IT
 SJ1917'IS CEMENTED IN THE SOUTHEAST CORNER ABUTMENT OF TRUNK HIGHWAY 169
 SJ1917'BRIDGE 31003 OVER COUNTY ROAD 61.
 SJ1917
 SJ1917                          STATION RECOVERY (2004)
 SJ1917
 SJ1917'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1917'THE MARK WAS RECOVERED IN GOOD CONDITION AT COLERRAINE.  THE MARK IS
 SJ1917'AT THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 61, AT TRUNK
 SJ1917'HIGHWAY 169 MILE POINT 311.35, IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY
 SJ1917'169 BRIDGE NUMBER 31003 OVER COUNTY ROAD 61, 17.3 FT (5.3 M) EAST OF
 SJ1917'NORTHBOUND TRUNK HIGHWAY 169.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1918 ***********************************************************************
 SJ1918  DESIGNATION -  3116 AF
 SJ1918  PID         -  SJ1918
 SJ1918  STATE/COUNTY-  MN/ITASCA
 SJ1918  COUNTRY     -  US
 SJ1918  USGS QUAD   -  BOVEY (1969)
 SJ1918
 SJ1918                         *CURRENT SURVEY CONTROL
 SJ1918  ______________________________________________________________________
 SJ1918* NAD 83(1986) POSITION- 47 17 21.2    (N) 093 25 42.6    (W)   HD_HELD2  
 SJ1918* NAVD 88 ORTHO HEIGHT -   401.933  (meters)    1318.68  (feet) ADJUSTED  
 SJ1918  ______________________________________________________________________
 SJ1918  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 SJ1918  DYNAMIC HEIGHT  -        401.966 (meters)     1318.78  (feet) COMP
 SJ1918  MODELED GRAVITY -    980,683.5   (mgal)                       NAVD 88
 SJ1918
 SJ1918  VERT ORDER      -  SECOND    CLASS I
 SJ1918
 SJ1918.The horizontal coordinates were established by autonomous hand held GPS
 SJ1918.observations and have an estimated accuracy of +/- 10 meters.
 SJ1918.
 SJ1918.The orthometric height was determined by differential leveling and
 SJ1918.adjusted in October 2010.
 SJ1918
 SJ1918.Photographs are available for this station.
 SJ1918
 SJ1918.The dynamic height is computed by dividing the NAVD 88
 SJ1918.geopotential number by the normal gravity value computed on the
 SJ1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1918.degrees latitude (g = 980.6199 gals.).
 SJ1918
 SJ1918.The modeled gravity was interpolated from observed gravity values.
 SJ1918
 SJ1918;                    North         East    Units  Estimated Accuracy
 SJ1918;SPC MN N     -   187,794.      775,152.      MT  (+/- 10 meters HH2 GPS)
 SJ1918
 SJ1918                          SUPERSEDED SURVEY CONTROL
 SJ1918
 SJ1918  NAVD 88 (06/15/91)  401.922  (m)         1318.64   (f) SUPERSEDED  2 1
 SJ1918
 SJ1918.Superseded values are not recommended for survey control.
 SJ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1918.See file dsdata.txt to determine how the superseded data were derived.
 SJ1918
 SJ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6759937394(NAD 83)
 SJ1918
 SJ1918_MARKER: DB = BENCH MARK DISK
 SJ1918_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1918_SP_SET: BRIDGE PILLAR
 SJ1918_STAMPING: 3116 AF 1977
 SJ1918_MARK LOGO: MNDT  
 SJ1918_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1918+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 SJ1918
 SJ1918  HISTORY     - Date     Condition        Report By
 SJ1918  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1918  HISTORY     - 20041018 GOOD             MNDT
 SJ1918
 SJ1918                          STATION DESCRIPTION
 SJ1918
 SJ1918'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1918'IN COLERAINE.
 SJ1918'THE MARK IS LOCATED 0.35 MILE NORTH AND EAST ALONG TRUNK HIGHWAY 169
 SJ1918'FROM THE TRUNK HIGHWAY 169 BRIDGE OVER COUNTY ROAD 61 IN COLERAINE.
 SJ1918'IT IS 23.0 FT. SOUTH OF THE CENTER OF NORTHBOUND TRUNK HIGHWAY 169 AT
 SJ1918'MILEPOINT 311.7 AND 1.6 FT. EAST OF THE WEST EDGE OF THE SOUTH PIER
 SJ1918'OF OVERPASS BRIDGE 31004 AT GAYLEY AVE. DISK IS CEMENTED VERTICALLY
 SJ1918'IN THE NORTH FACE OF THE SOUTH BRIDGE PIER, 4.7 FT. ABOVE THE ROADWAY.
 SJ1918
 SJ1918                          STATION RECOVERY (2004)
 SJ1918
 SJ1918'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1918'THE MARK WAS RECOVERED IN GOOD CONDITION AT COLERAINE.  THE MARK IS
 SJ1918'0.35 MI (0.6 KM) NORTH ON TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 SJ1918'HIGHWAY 169 AND COUNTY ROAD 61, AT TRUNK HIGHWAY 169 MILE POINT 31
 SJ1918'1.7, IN NORTH FACE OF SOUTH PIER ON GAYLE AVENUE BRIDGE NUMBER 31004
 SJ1918'OVER TRUNK HIGHWAY 169, 23 FT (7.0 M) SOUTH OF NORTHBOUND TRUNK
 SJ1918'HIGHWAY 169, 1.6 FT (0.5 M) EAST OF WEST EDGE OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1919 ***********************************************************************
 SJ1919  DESIGNATION -  3116 AG
 SJ1919  PID         -  SJ1919
 SJ1919  STATE/COUNTY-  MN/ITASCA
 SJ1919  COUNTRY     -  US
 SJ1919  USGS QUAD   -  BOVEY (1969)
 SJ1919
 SJ1919                         *CURRENT SURVEY CONTROL
 SJ1919  ______________________________________________________________________
 SJ1919* NAD 83(1986) POSITION- 47 17 24.     (N) 093 25 12.     (W)   SCALED    
 SJ1919* NAVD 88 ORTHO HEIGHT -   394.536  (meters)    1294.41  (feet) ADJUSTED  
 SJ1919  ______________________________________________________________________
 SJ1919  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 SJ1919  DYNAMIC HEIGHT  -        394.568 (meters)     1294.51  (feet) COMP
 SJ1919  MODELED GRAVITY -    980,682.9   (mgal)                       NAVD 88
 SJ1919
 SJ1919  VERT ORDER      -  SECOND    CLASS I
 SJ1919
 SJ1919.The horizontal coordinates were scaled from a topographic map and have
 SJ1919.an estimated accuracy of +/- 6 seconds.
 SJ1919.
 SJ1919.The orthometric height was determined by differential leveling and
 SJ1919.adjusted in June 1991.
 SJ1919
 SJ1919.The dynamic height is computed by dividing the NAVD 88
 SJ1919.geopotential number by the normal gravity value computed on the
 SJ1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1919.degrees latitude (g = 980.6199 gals.).
 SJ1919
 SJ1919.The modeled gravity was interpolated from observed gravity values.
 SJ1919
 SJ1919;                    North         East    Units  Estimated Accuracy
 SJ1919;SPC MN N     -   187,880.      775,800.      MT  (+/- 180 meters Scaled)
 SJ1919
 SJ1919                          SUPERSEDED SURVEY CONTROL
 SJ1919
 SJ1919.No superseded survey control is available for this station.
 SJ1919
 SJ1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN682374(NAD 83)
 SJ1919
 SJ1919_MARKER: DD = SURVEY DISK
 SJ1919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SJ1919_SP_SET: CONCRETE MANHOLE
 SJ1919_STAMPING: 3116 AG 1977
 SJ1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SJ1919
 SJ1919  HISTORY     - Date     Condition        Report By
 SJ1919  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1919  HISTORY     - 20041018 MARK NOT FOUND   MNDT
 SJ1919
 SJ1919                          STATION DESCRIPTION
 SJ1919
 SJ1919'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1919'IN COLERAINE.
 SJ1919'THE MARK IS LOCATED 0.7 MILE NORTH AND EAST ALONG TRUNK HIGHWAY 169
 SJ1919'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 61 IN
 SJ1919'COLERAINE, 0.35 MILE EAST OF THE GAYLEY ST. OVERPASS AND 0.2 MILE
 SJ1919'SOUTH OF THE RAILROAD OVERPASS, AND AT THE JUNCTION OF TRUNK HIGHWAY
 SJ1919'169 AND COUNTY ROAD 10. IT IS 27.4 FT. NORTH NORTHWEST OF, AND ONE
 SJ1919'FT. HIGHER THAN THE CENTER OF SOUTHBOUND TRUNK HIGHWAY 169 AT
 SJ1919'MILEPOINT 312.05. DISK IS CEMENTED IN THE NORTHEAST CORNER OF A TEN
 SJ1919'BY TWELVE BY 8 FT. DEEP CONCRETE MANHOLE HOUSING FOR BELL TELEPHONE
 SJ1919'BURIED CABLE.
 SJ1919
 SJ1919                          STATION RECOVERY (2004)
 SJ1919
 SJ1919'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1919'AT COLERAINE, 0.7 MILES NORTH AND EAST ON TRUNK HIGHWAY 169 FROM
 SJ1919'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 61, 0.35 MILES EAST OF
 SJ1919'THE GAYLEY STREET OVERPASS AND 0.2 MILES SOUTH OF THE RAILROAD
 SJ1919'OVERPASS, AND AT JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 10, AT
 SJ1919'TRUNK HIGHWAY 169 MILEPOINT 312.05, IN NORTHEAST CORNER OF 10 FEET BY
 SJ1919'12 FEET MANHOLE HOUSING FOR TELEPHONE CABLE, 27.4 FEET NORTH-NORTHWEST
 SJ1919'OF SOUTH-BOUND TRUNK HIGHWAY 169
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1924 ***********************************************************************
 SJ1924  DESIGNATION -  3116 AK
 SJ1924  PID         -  SJ1924
 SJ1924  STATE/COUNTY-  MN/ITASCA
 SJ1924  COUNTRY     -  US
 SJ1924  USGS QUAD   -  BOVEY (1969)
 SJ1924
 SJ1924                         *CURRENT SURVEY CONTROL
 SJ1924  ______________________________________________________________________
 SJ1924* NAD 83(2007) POSITION- 47 17 55.53387(N) 093 23 08.16387(W)   ADJUSTED  
 SJ1924* NAD 83(2007) ELLIP HT-   387.876 (meters)        (02/10/07)   ADJUSTED
 SJ1924* NAD 83(2007) EPOCH   -  2002.00
 SJ1924* NAVD 88 ORTHO HEIGHT -   417.365  (meters)    1369.31  (feet) ADJUSTED  
 SJ1924  ______________________________________________________________________
 SJ1924  NAD 83(2007) X  -   -255,922.966 (meters)                     COMP
 SJ1924  NAD 83(2007) Y  - -4,326,037.047 (meters)                     COMP
 SJ1924  NAD 83(2007) Z  -  4,664,638.438 (meters)                     COMP
 SJ1924  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC09
 SJ1924  GEOID HEIGHT    -        -29.49  (meters)                     GEOID09
 SJ1924  DYNAMIC HEIGHT  -        417.399 (meters)     1369.42  (feet) COMP
 SJ1924  MODELED GRAVITY -    980,681.8   (mgal)                       NAVD 88
 SJ1924
 SJ1924  VERT ORDER      -  SECOND    CLASS I
 SJ1924
 SJ1924  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SJ1924  Type                                         Horiz  Ellip  Dist(km)
 SJ1924  -------------------------------------------------------------------
 SJ1924  NETWORK                                       0.59   0.74
 SJ1924  -------------------------------------------------------------------
 SJ1924  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.47      1.75
 SJ1924  -------------------------------------------------------------------
 SJ1924  NOTE: Click here for information on individual local accuracy
 SJ1924  values and other accuracy information.
 SJ1924
 SJ1924
 SJ1924.The horizontal coordinates were established by GPS observations
 SJ1924.and adjusted by the National Geodetic Survey in February 2007.
 SJ1924
 SJ1924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SJ1924.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SJ1924
 SJ1924.The horizontal coordinates are valid at the epoch date displayed above
 SJ1924.which is a decimal equivalence of Year/Month/Day.
 SJ1924
 SJ1924.The orthometric height was determined by differential leveling and
 SJ1924.adjusted in June 1991.
 SJ1924
 SJ1924.Photographs are available for this station.
 SJ1924
 SJ1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SJ1924
 SJ1924.The Laplace correction was computed from DEFLEC09 derived deflections.
 SJ1924
 SJ1924.The ellipsoidal height was determined by GPS observations
 SJ1924.and is referenced to NAD 83.
 SJ1924
 SJ1924.The dynamic height is computed by dividing the NAVD 88
 SJ1924.geopotential number by the normal gravity value computed on the
 SJ1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1924.degrees latitude (g = 980.6199 gals.).
 SJ1924
 SJ1924.The modeled gravity was interpolated from observed gravity values.
 SJ1924
 SJ1924. The following values were computed from the NAD 83(2007) position.
 SJ1924
 SJ1924;                    North         East     Units Scale Factor Converg.
 SJ1924;SPC MN N     -   188,840.906   778,400.910   MT  0.99994639   -0 12 42.1
 SJ1924;SPC MN N     -   619,555.54  2,553,803.65   sFT  0.99994639   -0 12 42.1
 SJ1924;UTM  15      - 5,238,437.121   470,848.286   MT  0.99961044   -0 17 00.2
 SJ1924
 SJ1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SJ1924!SPC MN N     -   0.99993921  x   0.99994639  =   0.99988560
 SJ1924!UTM  15      -   0.99993921  x   0.99961044  =   0.99954967
 SJ1924
 SJ1924                          SUPERSEDED SURVEY CONTROL
 SJ1924
 SJ1924  NAD 83(1996)-  47 17 55.53391(N)    093 23 08.16364(W) AD(       ) 1
 SJ1924  ELLIP H (02/23/05)  387.906  (m)                       GP(       ) 4 1
 SJ1924  NAVD 88 (02/23/05)  417.37   (m)         1369.3    (f) LEVELING    3  
 SJ1924
 SJ1924.Superseded values are not recommended for survey control.
 SJ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1924.See file dsdata.txt to determine how the superseded data were derived.
 SJ1924
 SJ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7084838437(NAD 83)
 SJ1924
 SJ1924_MARKER: DV = VERTICAL CONTROL DISK
 SJ1924_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1924_SP_SET: COPPER-CLAD STEEL ROD
 SJ1924_STAMPING: 3116 AK 1977
 SJ1924_MARK LOGO: MNDT  
 SJ1924_PROJECTION: PROJECTING 5 CENTIMETERS
 SJ1924_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SJ1924+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 SJ1924_ROD/PIPE-DEPTH:  9.1 meters
 SJ1924
 SJ1924  HISTORY     - Date     Condition        Report By
 SJ1924  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1924  HISTORY     - 20041018 GOOD             MNDT
 SJ1924  HISTORY     - 20041018 GOOD             MNDT
 SJ1924
 SJ1924                          STATION DESCRIPTION
 SJ1924
 SJ1924'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1924'1.6 MI EAST FROM BOVEY.
 SJ1924'THE MARK IS LOCATED 0.25 MILE NORTH ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1924'DULUTH, MISSABI AND IRON RANGE OVERPASS IN BOVEY, THENCE, 1.85 MILE
 SJ1924'EAST ALONG TRUNK HIGHWAY 169 SECOND ST. AND ABOUT 250 FT. SOUTHWEST
 SJ1924'OF A RAILROAD CROSSING. IT IS 64.4 FT. SOUTHEAST OF TRUNK HIGHWAY 169
 SJ1924'AT MILEPOINT 314.05, 50.6 FT. NORTHWEST OF THE NORTHWEST RAIL OF THE
 SJ1924'BURLINGTON NORTHERN TRACK AT THE NORTHEAST END OF TWIN TRACKS AND 2.7
 SJ1924'FT. NORTHWEST OF A POWER POLE. IT IS 0.8 FT. NORTHWEST OF A STEEL
 SJ1924'WITNESS POST.
 SJ1924
 SJ1924                          STATION RECOVERY (2004)
 SJ1924
 SJ1924'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1924'1.6 MILES EAST FROM BOVEY, 0.25 MILES NORTH AND 1.85 MILES EAST ON
 SJ1924'TRUNK HIGHWAY 169 FROM RAILROAD BRIDGE OVER TRUNK HIGHWAY 169 AT
 SJ1924'BOVEY, 500 FEET SOUTHWEST OF A RAILROAD CROSSING, 64.4 FEET SOUTHEAST
 SJ1924'OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILEPOINT 314.05, 53.5 FEET
 SJ1924'NORTHWEST OF OLD RAILROAD GRADE, 0.8 FEET NORTHWEST OF WITNESS POST
 SJ1924
 SJ1924                          STATION RECOVERY (2004)
 SJ1924
 SJ1924'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1924'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.6 MI (2.6 KM)
 SJ1924'(2.6 KM) EAST FROM BOVEY, 0.25 MI (0.4 KM) NORTH AND 1.85 MI (3.0 KM)
 SJ1924'EAST ON TRUNK HIGHWAY 169 FROM RAILROAD BRIDGE OVER TRUNK HIGHWAY 169
 SJ1924'AT BOVEY.
 SJ1924' 
 SJ1924'IT IS 500 FT (152.4 M) SOUTHWEST OF A RAILROAD CROSSING, 64.4 FT (19.6
 SJ1924'M) SOUTHEAST OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT
 SJ1924'314.05, 53.5 FT (16.3 M) NORTHWEST OF OLD RAILROAD GRADE, 0.8 FT (24
 SJ1924'CM) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1926 ***********************************************************************
 SJ1926  DESIGNATION -  3116 AM
 SJ1926  PID         -  SJ1926
 SJ1926  STATE/COUNTY-  MN/ITASCA
 SJ1926  COUNTRY     -  US
 SJ1926  USGS QUAD   -  CALUMET (1977)
 SJ1926
 SJ1926                         *CURRENT SURVEY CONTROL
 SJ1926  ______________________________________________________________________
 SJ1926* NAD 83(1986) POSITION- 47 18 55.9    (N) 093 21 56.4    (W)   HD_HELD2  
 SJ1926* NAVD 88 ORTHO HEIGHT -   419.407  (meters)    1376.00  (feet) ADJUSTED  
 SJ1926  ______________________________________________________________________
 SJ1926  GEOID HEIGHT    -        -29.54  (meters)                     GEOID09
 SJ1926  DYNAMIC HEIGHT  -        419.441 (meters)     1376.12  (feet) COMP
 SJ1926  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 SJ1926
 SJ1926  VERT ORDER      -  SECOND    CLASS I
 SJ1926
 SJ1926.The horizontal coordinates were established by autonomous hand held GPS
 SJ1926.observations and have an estimated accuracy of +/- 10 meters.
 SJ1926.
 SJ1926.The orthometric height was determined by differential leveling and
 SJ1926.adjusted in October 2010.
 SJ1926
 SJ1926.Photographs are available for this station.
 SJ1926
 SJ1926.The dynamic height is computed by dividing the NAVD 88
 SJ1926.geopotential number by the normal gravity value computed on the
 SJ1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1926.degrees latitude (g = 980.6199 gals.).
 SJ1926
 SJ1926.The modeled gravity was interpolated from observed gravity values.
 SJ1926
 SJ1926;                    North         East    Units  Estimated Accuracy
 SJ1926;SPC MN N     -   190,700.      779,915.      MT  (+/- 10 meters HH2 GPS)
 SJ1926
 SJ1926                          SUPERSEDED SURVEY CONTROL
 SJ1926
 SJ1926  NAVD 88 (06/15/91)  419.463  (m)         1376.19   (f) SUPERSEDED  2 1
 SJ1926
 SJ1926.Superseded values are not recommended for survey control.
 SJ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1926.See file dsdata.txt to determine how the superseded data were derived.
 SJ1926
 SJ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7236440293(NAD 83)
 SJ1926
 SJ1926_MARKER: DV = VERTICAL CONTROL DISK
 SJ1926_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1926_SP_SET: BRIDGE ABUTMENT
 SJ1926_STAMPING: 3116 AM 1977
 SJ1926_MARK LOGO: MNDT  
 SJ1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1926+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 SJ1926
 SJ1926  HISTORY     - Date     Condition        Report By
 SJ1926  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1926  HISTORY     - 20041018 GOOD             MNDT
 SJ1926
 SJ1926                          STATION DESCRIPTION
 SJ1926
 SJ1926'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1926'3.3 MI WEST FROM MARBLE.
 SJ1926'THE MARK IS LOCATED 3.4 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1926'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 IN MARBLE, 2.6 MILES
 SJ1926'NORTHEAST OF BOVEY AND 0.65 MILE EAST OF TACONITE. IT IS ABOUT 200
 SJ1926'FT. NORTH OF TRUNK HIGHWAY 169 AT MILEPOINT 315.55, 4.0 FT. SOUTHEAST
 SJ1926'OF THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN TRACK. DISK IS
 SJ1926'CEMENTED IN THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF
 SJ1926'A LONG WOODEN RAILROAD TRESTLE OVER A DEEP CREEK BOTTOM AND COUNTY
 SJ1926'ROAD 7.
 SJ1926
 SJ1926                          STATION RECOVERY (2004)
 SJ1926
 SJ1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1926'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.3 MI (5.3 KM)
 SJ1926'(5.3 KM) WEST FROM MARBLE, 3.4 MI (5.5 KM) WEST ON TRUNK HIGHWAY 169
 SJ1926'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 AT MARBLE,
 SJ1926'2.6 MI (4.2 KM) NORTHEAST OF BOVEY AND 0.65 MI (1.0 KM) EAST OF
 SJ1926'TACONITE.
 SJ1926' 
 SJ1926'IT IS 200 FT (61.0 M) NORTH OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169
 SJ1926'MILE POINT 315.55, IN SOUTHEAST END OF SOUTHWEST ABUTMENT OF RAILROAD
 SJ1926'BRIDGE OVER COUNTY ROAD 7, 4 FT (1.2 M) SOUTHEAST OF SOUTHEAST RAIL OF
 SJ1926'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1928 ***********************************************************************
 SJ1928  DESIGNATION -  3116 AN
 SJ1928  PID         -  SJ1928
 SJ1928  STATE/COUNTY-  MN/ITASCA
 SJ1928  COUNTRY     -  US
 SJ1928  USGS QUAD   -  CALUMET (1977)
 SJ1928
 SJ1928                         *CURRENT SURVEY CONTROL
 SJ1928  ______________________________________________________________________
 SJ1928* NAD 83(1986) POSITION- 47 18 49.     (N) 093 21 51.     (W)   SCALED    
 SJ1928* NAVD 88 ORTHO HEIGHT -   404.602  (meters)    1327.43  (feet) ADJUSTED  
 SJ1928  ______________________________________________________________________
 SJ1928  GEOID HEIGHT    -        -29.53  (meters)                     GEOID09
 SJ1928  DYNAMIC HEIGHT  -        404.635 (meters)     1327.54  (feet) COMP
 SJ1928  MODELED GRAVITY -    980,682.3   (mgal)                       NAVD 88
 SJ1928
 SJ1928  VERT ORDER      -  SECOND    CLASS I
 SJ1928
 SJ1928.The horizontal coordinates were scaled from a topographic map and have
 SJ1928.an estimated accuracy of +/- 6 seconds.
 SJ1928.
 SJ1928.The orthometric height was determined by differential leveling and
 SJ1928.adjusted in June 1991.
 SJ1928
 SJ1928.Photographs are available for this station.
 SJ1928
 SJ1928.The dynamic height is computed by dividing the NAVD 88
 SJ1928.geopotential number by the normal gravity value computed on the
 SJ1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1928.degrees latitude (g = 980.6199 gals.).
 SJ1928
 SJ1928.The modeled gravity was interpolated from observed gravity values.
 SJ1928
 SJ1928;                    North         East    Units  Estimated Accuracy
 SJ1928;SPC MN N     -   190,490.      780,030.      MT  (+/- 180 meters Scaled)
 SJ1928
 SJ1928                          SUPERSEDED SURVEY CONTROL
 SJ1928
 SJ1928.No superseded survey control is available for this station.
 SJ1928
 SJ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN724400(NAD 83)
 SJ1928
 SJ1928_MARKER: DV = VERTICAL CONTROL DISK
 SJ1928_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1928_SP_SET: BRIDGE PIER
 SJ1928_STAMPING: 3116 AN 1977
 SJ1928_MARK LOGO: MNDT  
 SJ1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1928+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 SJ1928
 SJ1928  HISTORY     - Date     Condition        Report By
 SJ1928  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1928  HISTORY     - 20041018 GOOD             MNDT
 SJ1928
 SJ1928                          STATION DESCRIPTION
 SJ1928
 SJ1928'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1928'3.2 MI WEST FROM MARBLE.
 SJ1928'THE MARK IS LOCATED 3.3 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1928'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 IN MARBLE. IT IS 400
 SJ1928'FT. NORTHWEST OF TRUNK HIGHWAY 169 AT MILEPOINT 315.65, 31.0 FT.
 SJ1928'NORTHEAST OF, AND 6 FT. LOWER THAN THE CENTER OF COUNTY ROAD 7. DISK
 SJ1928'IS CEMENTED IN THE WEST CORNER OF THE CONCRETE FOOTING FOR THE NORTH
 SJ1928'LEG OF THE FIRST RAILROAD TRESTLE PIER EAST OF COUNTY ROAD 7.
 SJ1928
 SJ1928                          STATION RECOVERY (2004)
 SJ1928
 SJ1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1928'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.2 MI (5.1 KM)
 SJ1928'(5.1 KM) WEST OF MARBLE, 3.3 MI (5.3 KM) WEST OF THE JUNCTION OF TRUNK
 SJ1928'HIGHWAY 169 AND COUNTY ROAD 80 AT MARBLE, 400 FT (121.9 M) NORTHWEST
 SJ1928'OF TRUNK HIGHWAY 169 AT MILE POINT 315.65, 31 FT (9.4 M) NORTHEAST OF
 SJ1928'COUNTY ROAD 7, IN WEST CORNER OF FOOTING OF NORTH LEG OF THE PIER OF
 SJ1928'RAILROAD BRIDGE OVER COUNTY ROAD 7, IN FIRST PIER EAST OF COUNTY ROAD
 SJ1928'7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1930 ***********************************************************************
 SJ1930  DESIGNATION -  3116 AP
 SJ1930  PID         -  SJ1930
 SJ1930  STATE/COUNTY-  MN/ITASCA
 SJ1930  COUNTRY     -  US
 SJ1930  USGS QUAD   -  CALUMET (1977)
 SJ1930
 SJ1930                         *CURRENT SURVEY CONTROL
 SJ1930  ______________________________________________________________________
 SJ1930* NAD 83(1986) POSITION- 47 18 56.8    (N) 093 20 16.4    (W)   HD_HELD2  
 SJ1930* NAVD 88 ORTHO HEIGHT -   419.002  (meters)    1374.68  (feet) ADJUSTED  
 SJ1930  ______________________________________________________________________
 SJ1930  GEOID HEIGHT    -        -29.54  (meters)                     GEOID09
 SJ1930  DYNAMIC HEIGHT  -        419.037 (meters)     1374.79  (feet) COMP
 SJ1930  MODELED GRAVITY -    980,685.2   (mgal)                       NAVD 88
 SJ1930
 SJ1930  VERT ORDER      -  SECOND    CLASS I
 SJ1930
 SJ1930.The horizontal coordinates were established by autonomous hand held GPS
 SJ1930.observations and have an estimated accuracy of +/- 10 meters.
 SJ1930.
 SJ1930.The orthometric height was determined by differential leveling and
 SJ1930.adjusted in June 1991.
 SJ1930
 SJ1930.Photographs are available for this station.
 SJ1930
 SJ1930.The dynamic height is computed by dividing the NAVD 88
 SJ1930.geopotential number by the normal gravity value computed on the
 SJ1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1930.degrees latitude (g = 980.6199 gals.).
 SJ1930
 SJ1930.The modeled gravity was interpolated from observed gravity values.
 SJ1930
 SJ1930;                    North         East    Units  Estimated Accuracy
 SJ1930;SPC MN N     -   190,721.      782,015.      MT  (+/- 10 meters HH2 GPS)
 SJ1930
 SJ1930                          SUPERSEDED SURVEY CONTROL
 SJ1930
 SJ1930.No superseded survey control is available for this station.
 SJ1930
 SJ1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7446340311(NAD 83)
 SJ1930
 SJ1930_MARKER: DV = VERTICAL CONTROL DISK
 SJ1930_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1930_SP_SET: COPPER-CLAD STEEL ROD
 SJ1930_STAMPING: 3116 AP 1977
 SJ1930_MARK LOGO: MNDT  
 SJ1930_PROJECTION: FLUSH
 SJ1930_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1930+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 SJ1930_ROD/PIPE-DEPTH: 24.4 meters
 SJ1930
 SJ1930  HISTORY     - Date     Condition        Report By
 SJ1930  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1930  HISTORY     - 20040814 GOOD             MNDT
 SJ1930
 SJ1930                          STATION DESCRIPTION
 SJ1930
 SJ1930'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1930'2.0 MI WEST FROM MARBLE.
 SJ1930'THE MARK IS LOCATED 2.1 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1930'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 IN MARBLE AND 1.2
 SJ1930'MILES EAST OF COUNTY ROAD 7. IT IS 139 FT. NORTH OF, AND 5 FT. HIGHER
 SJ1930'THAN THE CENTER OF TRUNK HIGHWAY 169 AT MILEPOINT 316.85, 123.5 FT.
 SJ1930'SOUTH OF THE SOUTH RAIL OF THE BURLINGTON NORTHERN TRACK, 17 FT.
 SJ1930'NORTHWEST OF THE CENTER OR A MINE ROAD AND 2.0 FT. WEST OF THE
 SJ1930'NORTHWEST POST OF A STEEL MINE GATE. THE DISK IS 1.0 FT. SOUTH OF A
 SJ1930'STEEL WITNESS POST.
 SJ1930
 SJ1930                          STATION RECOVERY (2004)
 SJ1930
 SJ1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SJ1930'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MILES
 SJ1930'(3.2 KM) WEST OF MARBLE, 2.1 MILES (3.4 KM) WEST ON TRUNK HIGHWAY 169
 SJ1930'FROM JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 AT MARBLE, 1.2
 SJ1930'MILES (1.9 KM) EAST OF COUNTY ROAD 7, 139 FEET (42.4 M) NORTH OF
 SJ1930'TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILEPOINT 316.85, 123.5 FEET
 SJ1930'(37.6 M) SOUTH OF SOUTH RAIL OF RAILROAD TRACKS, 17 FEET (5.2 M)
 SJ1930'NORTHWEST OF MINE ROAD, 1.0 FEET (0.3 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1931 ***********************************************************************
 SJ1931  DESIGNATION -  3116 AQ
 SJ1931  PID         -  SJ1931
 SJ1931  STATE/COUNTY-  MN/ITASCA
 SJ1931  COUNTRY     -  US
 SJ1931  USGS QUAD   -  CALUMET (1977)
 SJ1931
 SJ1931                         *CURRENT SURVEY CONTROL
 SJ1931  ______________________________________________________________________
 SJ1931* NAD 83(1986) POSITION- 47 18 52.     (N) 093 19 03.     (W)   SCALED    
 SJ1931* NAVD 88 ORTHO HEIGHT -   406.906  (meters)    1334.99  (feet) ADJUSTED  
 SJ1931  ______________________________________________________________________
 SJ1931  GEOID HEIGHT    -        -29.54  (meters)                     GEOID09
 SJ1931  DYNAMIC HEIGHT  -        406.941 (meters)     1335.11  (feet) COMP
 SJ1931  MODELED GRAVITY -    980,687.4   (mgal)                       NAVD 88
 SJ1931
 SJ1931  VERT ORDER      -  SECOND    CLASS I
 SJ1931
 SJ1931.The horizontal coordinates were scaled from a topographic map and have
 SJ1931.an estimated accuracy of +/- 6 seconds.
 SJ1931.
 SJ1931.The orthometric height was determined by differential leveling and
 SJ1931.adjusted in October 2010.
 SJ1931
 SJ1931.Photographs are available for this station.
 SJ1931
 SJ1931.The dynamic height is computed by dividing the NAVD 88
 SJ1931.geopotential number by the normal gravity value computed on the
 SJ1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1931.degrees latitude (g = 980.6199 gals.).
 SJ1931
 SJ1931.The modeled gravity was interpolated from observed gravity values.
 SJ1931
 SJ1931;                    North         East    Units  Estimated Accuracy
 SJ1931;SPC MN N     -   190,570.      783,560.      MT  (+/- 180 meters Scaled)
 SJ1931
 SJ1931                          SUPERSEDED SURVEY CONTROL
 SJ1931
 SJ1931  NAVD 88 (06/15/91)  406.921  (m)         1335.04   (f) SUPERSEDED  2 1
 SJ1931
 SJ1931.Superseded values are not recommended for survey control.
 SJ1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1931.See file dsdata.txt to determine how the superseded data were derived.
 SJ1931
 SJ1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN760401(NAD 83)
 SJ1931
 SJ1931_MARKER: DV = VERTICAL CONTROL DISK
 SJ1931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SJ1931_SP_SET: BOX CULVERT
 SJ1931_STAMPING: 3116 AQ 1977
 SJ1931_MARK LOGO: MNDT  
 SJ1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1931+STABILITY: SURFACE MOTION
 SJ1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1931+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 SJ1931
 SJ1931  HISTORY     - Date     Condition        Report By
 SJ1931  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1931  HISTORY     - 20040819 GOOD             MNDT
 SJ1931
 SJ1931                          STATION DESCRIPTION
 SJ1931
 SJ1931'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1931'1.05 MI WEST FROM MARBLE.
 SJ1931'THE MARK IS LOCATED 0.85 MILE WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1931'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 IN MARBLE, THENCE,
 SJ1931'0.2 MILE SOUTHEAST ALONG COUNTY ROAD 80 AND 0.2 MILE NORTHEAST ALONG
 SJ1931'COUNTY ROAD 80 FROM THE WEST JUNCTION OF COUNTY ROAD 80 AND TRUNK
 SJ1931'HIGHWAY 169. IT IS 0.05 MILE NORTHWEST OF TRUNK HIGHWAY 169 AT
 SJ1931'MILEPOINT 317.9, 18 FT. SOUTHEAST OF, AND 2 FT. LOWER THAN THE CENTER
 SJ1931'OF COUNTY ROAD 80 ACROSS THE ROAD FROM MAILBOX 306 AT THE R. SERICH
 SJ1931'RESIDENCE. DISK IS CEMENTED IN THE NORTHEAST END OF THE SOUTHEAST
 SJ1931'HEADWALL OF A BOX CULVERT UNDER COUNTY ROAD 80 AT A SMALL CREEK.
 SJ1931
 SJ1931                          STATION RECOVERY (2004)
 SJ1931
 SJ1931'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SJ1931'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MI (1.6 KM)
 SJ1931'(1.6 KM) WEST OF MARBLE, 0.85 MI (1.4 KM) WEST ALONG TRUNK HIGHWAY 169
 SJ1931'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 80 IN MARBLE,
 SJ1931'THENCE 0.1 MI (0.2 KM) SOUTHEAST ALONG COUNTY ROAD 80, THENCE 0.2 MI
 SJ1931'(0.3 KM) NORTHWEST ALONG COUNTY ROAD 80 FROM THE JUNCTION OF TRUNK
 SJ1931'HIGHWAY 169 AND COUNTY ROAD 80, IN NORTHEAST END OF SOUTHEAST HEADWALL
 SJ1931'OF COUNTY ROAD 80 BOX CULVERT AT SMALL CREEK, 0.05 MI (0.1 KM)
 SJ1931'NORTHWEST OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT 317.9.
 SJ1931'IT IS 18 FT (5.5 M) SOUTHEAST OF COUNTY ROAD 80, ACROSS THE ROAD FROM
 SJ1931'MAILBOX 306 AT ADDRESS 70 FAYETTE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1933 ***********************************************************************
 SJ1933  DESIGNATION -  3116 AR
 SJ1933  PID         -  SJ1933
 SJ1933  STATE/COUNTY-  MN/ITASCA
 SJ1933  COUNTRY     -  US
 SJ1933  USGS QUAD   -  CALUMET (1977)
 SJ1933
 SJ1933                         *CURRENT SURVEY CONTROL
 SJ1933  ______________________________________________________________________
 SJ1933* NAD 83(1986) POSITION- 47 19 22.0    (N) 093 16 35.3    (W)   HD_HELD2  
 SJ1933* NAVD 88 ORTHO HEIGHT -   420.012  (meters)    1377.99  (feet) ADJUSTED  
 SJ1933  ______________________________________________________________________
 SJ1933  GEOID HEIGHT    -        -29.56  (meters)                     GEOID09
 SJ1933  DYNAMIC HEIGHT  -        420.050 (meters)     1378.11  (feet) COMP
 SJ1933  MODELED GRAVITY -    980,690.4   (mgal)                       NAVD 88
 SJ1933
 SJ1933  VERT ORDER      -  SECOND    CLASS I
 SJ1933
 SJ1933.The horizontal coordinates were established by autonomous hand held GPS
 SJ1933.observations and have an estimated accuracy of +/- 10 meters.
 SJ1933.
 SJ1933.The orthometric height was determined by differential leveling and
 SJ1933.adjusted in June 1991.
 SJ1933
 SJ1933.Photographs are available for this station.
 SJ1933
 SJ1933.The dynamic height is computed by dividing the NAVD 88
 SJ1933.geopotential number by the normal gravity value computed on the
 SJ1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1933.degrees latitude (g = 980.6199 gals.).
 SJ1933
 SJ1933.The modeled gravity was interpolated from observed gravity values.
 SJ1933
 SJ1933;                    North         East    Units  Estimated Accuracy
 SJ1933;SPC MN N     -   191,486.      786,660.      MT  (+/- 10 meters HH2 GPS)
 SJ1933
 SJ1933                          SUPERSEDED SURVEY CONTROL
 SJ1933
 SJ1933.No superseded survey control is available for this station.
 SJ1933
 SJ1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7910741071(NAD 83)
 SJ1933
 SJ1933_MARKER: DV = VERTICAL CONTROL DISK
 SJ1933_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1933_SP_SET: BRIDGE PIER
 SJ1933_STAMPING: 3116 AR 1977
 SJ1933_MARK LOGO: MNDT  
 SJ1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1933+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2004
 SJ1933
 SJ1933  HISTORY     - Date     Condition        Report By
 SJ1933  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1933  HISTORY     - 20041019 GOOD             MNDT
 SJ1933
 SJ1933                          STATION DESCRIPTION
 SJ1933
 SJ1933'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1933'IN CALUMET.
 SJ1933'THE MARK IS LOCATED AT CALUMET, 0.05 MILE NORTH OF THE JUNCTION OF
 SJ1933'TRUNK HIGHWAY 169 AND COUNTY ROAD 12 AT TRUNK HIGHWAY 169 MILEPOINT
 SJ1933'319.9. IT IS 20 FT. EAST OF THE CENTER OF COUNTY ROAD 12 AND 0.3 FT.
 SJ1933'EAST OF THE EAST FACE OF THE PIER CENTER ONE OF THREE PIERS FOR THE
 SJ1933'BURLINGTON NORTHERN OVERPASS. DISK IS CEMENTED IN THE CONCRETE PIER
 SJ1933'FOOTING, 2 FT. NORTH OF THE SOUTH END OF THE CONCRETE.
 SJ1933
 SJ1933                          STATION RECOVERY (2004)
 SJ1933
 SJ1933'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SJ1933'THE MARK WAS RECOVERED IN GOOD CONDITION AT CALUMET.  THE MARK IS
 SJ1933'0.05MILES (0.08 KM) NORTH OF JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY
 SJ1933'ROAD 12, AT TRUNK HIGHWAY 169 MILEPOINT 319.9, AT EAST PIER OF THREE
 SJ1933'CONTRETE PIER FOOTINGS OF RAILROAD BRIDGE AT COUNTY ROAD 12, 20 FEET
 SJ1933'(6.1 M) EAST OF COUNTY ROAD 12, 0.3 FEET (9.1 CM) EAST OF EAST FACE
 SJ1933'OF EAST PIER, 2.0 FEET (0.6 M) NORTH OF SOUTH END OF FOOTING, SET
 SJ1933'DOWN THROUGH SIDEWALK HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1935 ***********************************************************************
 SJ1935  DESIGNATION -  3116 AT
 SJ1935  PID         -  SJ1935
 SJ1935  STATE/COUNTY-  MN/ITASCA
 SJ1935  COUNTRY     -  US
 SJ1935  USGS QUAD   -  CALUMET (1977)
 SJ1935
 SJ1935                         *CURRENT SURVEY CONTROL
 SJ1935  ______________________________________________________________________
 SJ1935* NAD 83(1986) POSITION- 47 19 25.5    (N) 093 15 28.2    (W)   HD_HELD2  
 SJ1935* NAVD 88 ORTHO HEIGHT -   427.554  (meters)    1402.73  (feet) ADJUSTED  
 SJ1935  ______________________________________________________________________
 SJ1935  GEOID HEIGHT    -        -29.56  (meters)                     GEOID09
 SJ1935  DYNAMIC HEIGHT  -        427.593 (meters)     1402.86  (feet) COMP
 SJ1935  MODELED GRAVITY -    980,691.3   (mgal)                       NAVD 88
 SJ1935
 SJ1935  VERT ORDER      -  SECOND    CLASS I
 SJ1935
 SJ1935.The horizontal coordinates were established by autonomous hand held GPS
 SJ1935.observations and have an estimated accuracy of +/- 10 meters.
 SJ1935.
 SJ1935.The orthometric height was determined by differential leveling and
 SJ1935.adjusted in June 1991.
 SJ1935
 SJ1935.Photographs are available for this station.
 SJ1935
 SJ1935.The dynamic height is computed by dividing the NAVD 88
 SJ1935.geopotential number by the normal gravity value computed on the
 SJ1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1935.degrees latitude (g = 980.6199 gals.).
 SJ1935
 SJ1935.The modeled gravity was interpolated from observed gravity values.
 SJ1935
 SJ1935;                    North         East    Units  Estimated Accuracy
 SJ1935;SPC MN N     -   191,591.      788,069.      MT  (+/- 10 meters HH2 GPS)
 SJ1935
 SJ1935                          SUPERSEDED SURVEY CONTROL
 SJ1935
 SJ1935.No superseded survey control is available for this station.
 SJ1935
 SJ1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8051641174(NAD 83)
 SJ1935
 SJ1935_MARKER: DV = VERTICAL CONTROL DISK
 SJ1935_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SJ1935_SP_SET: COPPER-CLAD STEEL ROD
 SJ1935_STAMPING: 3116 AT 1977
 SJ1935_MARK LOGO: MNDT  
 SJ1935_PROJECTION: FLUSH
 SJ1935_MAGNETIC: I = MARKER IS A STEEL ROD
 SJ1935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1935+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 SJ1935_ROD/PIPE-DEPTH: 8.23 meters
 SJ1935
 SJ1935  HISTORY     - Date     Condition        Report By
 SJ1935  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1935  HISTORY     - 20040819 GOOD             MNDT
 SJ1935
 SJ1935                          STATION DESCRIPTION
 SJ1935
 SJ1935'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1935'0.9 MI EAST FROM CALUMET.
 SJ1935'THE MARK IS LOCATED 0.95 MILE EAST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1935'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 12 AT CALUMET AND 0.1
 SJ1935'MILE WEST OF A WOODEN RAILROAD TRESTLE LEADING SOUTH TO A MINE DUMP
 SJ1935'AND TAILINGS POND. IT IS 200 FT. SOUTH OF TRUNK HIGHWAY 169 AT
 SJ1935'MILEPOINT 320.8, 82.6 FT. WEST NORTHWEST OF A POWER POLE, 42 FT. WEST
 SJ1935'OF AND 2 FT. HIGHER THAN THE CENTER OF A TOWNSHIP ROAD AND 2.0 FT.
 SJ1935'NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND A POWER
 SJ1935'COMPANY SUB STATION. DISK IS 1.0 FT. NORTH OF A STEEL WITNESS POST.
 SJ1935
 SJ1935                          STATION RECOVERY (2004)
 SJ1935
 SJ1935'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SJ1935'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.9 MI (1.4 KM)
 SJ1935'(1.4 KM) EAST OF CALUMET, 0.95 MI (1.5 KM) EAST ON TRUNK HIGHWAY 169
 SJ1935'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 12 AT CALUMET,
 SJ1935'200 FT (61.0 M) SOUTH OF TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE
 SJ1935'POINT 320.8, 42 FT (12.8 M) WEST OF MINIMUM MAINTENANCE ROAD, 2.0 FT
 SJ1935'(0.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AT SUB-STATION,
 SJ1935'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1936 ***********************************************************************
 SJ1936  DESIGNATION -  3116 AU
 SJ1936  PID         -  SJ1936
 SJ1936  STATE/COUNTY-  MN/ITASCA
 SJ1936  COUNTRY     -  US
 SJ1936  USGS QUAD   -  PENGILLY (1969)
 SJ1936
 SJ1936                         *CURRENT SURVEY CONTROL
 SJ1936  ______________________________________________________________________
 SJ1936* NAD 83(1986) POSITION- 47 19 50.7    (N) 093 13 58.4    (W)   HD_HELD2  
 SJ1936* NAVD 88 ORTHO HEIGHT -   415.263  (meters)    1362.41  (feet) ADJUSTED  
 SJ1936  ______________________________________________________________________
 SJ1936  GEOID HEIGHT    -        -29.59  (meters)                     GEOID09
 SJ1936  DYNAMIC HEIGHT  -        415.301 (meters)     1362.53  (feet) COMP
 SJ1936  MODELED GRAVITY -    980,692.2   (mgal)                       NAVD 88
 SJ1936
 SJ1936  VERT ORDER      -  SECOND    CLASS I
 SJ1936
 SJ1936.The horizontal coordinates were established by autonomous hand held GPS
 SJ1936.observations and have an estimated accuracy of +/- 10 meters.
 SJ1936.
 SJ1936.The orthometric height was determined by differential leveling and
 SJ1936.adjusted in June 1991.
 SJ1936
 SJ1936.Photographs are available for this station.
 SJ1936
 SJ1936.The dynamic height is computed by dividing the NAVD 88
 SJ1936.geopotential number by the normal gravity value computed on the
 SJ1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1936.degrees latitude (g = 980.6199 gals.).
 SJ1936
 SJ1936.The modeled gravity was interpolated from observed gravity values.
 SJ1936
 SJ1936;                    North         East    Units  Estimated Accuracy
 SJ1936;SPC MN N     -   192,366.      789,956.      MT  (+/- 10 meters HH2 GPS)
 SJ1936
 SJ1936                          SUPERSEDED SURVEY CONTROL
 SJ1936
 SJ1936.No superseded survey control is available for this station.
 SJ1936
 SJ1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8240441946(NAD 83)
 SJ1936
 SJ1936_MARKER: DV = VERTICAL CONTROL DISK
 SJ1936_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1936_SP_SET: BRIDGE ABUTMENT
 SJ1936_STAMPING: 3116 AU 1977
 SJ1936_MARK LOGO: MNDT  
 SJ1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1936+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 SJ1936
 SJ1936  HISTORY     - Date     Condition        Report By
 SJ1936  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1936  HISTORY     - 20040814 GOOD             MNDT
 SJ1936
 SJ1936                          STATION DESCRIPTION
 SJ1936
 SJ1936'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1936'1.5 MI WEST FROM PENGILLY.
 SJ1936'THE MARK IS LOCATED 1.0 MILE SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM
 SJ1936'THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 65 NEAR
 SJ1936'PENGILLY, THENCE, 0.65 MILE WEST ALONG COUNTY ROAD 561 AND 0.25 MILE
 SJ1936'EAST OF THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 561.
 SJ1936'IT IS 16 FT. SOUTH OF AND LEVEL WITH THE CENTER OF COUNTY ROAD 561.
 SJ1936'DISK IS CEMENTED IN THE SOUTHEAST CORNER ABUTMENT OF A SMALL BRIDGE
 SJ1936'OVER SNOWBALL CREEK.
 SJ1936
 SJ1936                          STATION RECOVERY (2004)
 SJ1936
 SJ1936'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 SJ1936'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 SJ1936'(2.4 KM) WEST OF PENGILLY, 1.0 MI (1.6 KM) SOUTHWEST ALONG TRUNK
 SJ1936'HIGHWAY 169 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 SJ1936'HIGHWAY 65 NEAR PENGILLY, TO TRUNK HIGHWAY 169 MILE POINT 222.75,
 SJ1936'THENCE 0.65 MI (1.0 KM) WEST ALONG COUNTY ROAD 561 AND 0.25 MI (0.4
 SJ1936'KM) EAST OF WEST JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 561, IN
 SJ1936'SOUTHEAST ABUTMENT OF COUNTY ROAD 561 BRIDGE NUMBER 0561 OVER SNOWBALL
 SJ1936'CREEK, 16 FT (4.9 M) SOUTH OF COUNTY ROAD 561.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1946 ***********************************************************************
 SJ1946  DESIGNATION -  3116 AX
 SJ1946  PID         -  SJ1946
 SJ1946  STATE/COUNTY-  MN/ITASCA
 SJ1946  COUNTRY     -  US
 SJ1946  USGS QUAD   -  PENGILLY (1969)
 SJ1946
 SJ1946                         *CURRENT SURVEY CONTROL
 SJ1946  ______________________________________________________________________
 SJ1946* NAD 83(1986) POSITION- 47 21 45.93   (N) 093 10 40.85   (W)   HD_HELD1  
 SJ1946* NAVD 88 ORTHO HEIGHT -   441.697  (meters)    1449.13  (feet) ADJUSTED  
 SJ1946  ______________________________________________________________________
 SJ1946  GEOID HEIGHT    -        -29.70  (meters)                     GEOID09
 SJ1946  DYNAMIC HEIGHT  -        441.734 (meters)     1449.26  (feet) COMP
 SJ1946  MODELED GRAVITY -    980,685.0   (mgal)                       NAVD 88
 SJ1946
 SJ1946  VERT ORDER      -  SECOND    CLASS I
 SJ1946
 SJ1946.The horizontal coordinates were established by differentially corrected
 SJ1946.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SJ1946.
 SJ1946.The orthometric height was determined by differential leveling and
 SJ1946.adjusted in June 1991.
 SJ1946
 SJ1946.Photographs are available for this station.
 SJ1946
 SJ1946.The dynamic height is computed by dividing the NAVD 88
 SJ1946.geopotential number by the normal gravity value computed on the
 SJ1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1946.degrees latitude (g = 980.6199 gals.).
 SJ1946
 SJ1946.The modeled gravity was interpolated from observed gravity values.
 SJ1946
 SJ1946;                    North         East    Units  Estimated Accuracy
 SJ1946;SPC MN N     -   195,918.8     794,107.2     MT  (+/- 3 meters HH1 GPS) 
 SJ1946
 SJ1946                          SUPERSEDED SURVEY CONTROL
 SJ1946
 SJ1946.No superseded survey control is available for this station.
 SJ1946
 SJ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8655845492(NAD 83)
 SJ1946
 SJ1946_MARKER: DB = BENCH MARK DISK
 SJ1946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1946_SP_SET: BRIDGE ABUTMENT
 SJ1946_STAMPING: 3116 AX 1977
 SJ1946_MARK LOGO: MNDT  
 SJ1946_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1946+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2008
 SJ1946
 SJ1946  HISTORY     - Date     Condition        Report By
 SJ1946  HISTORY     - 1977     MONUMENTED       MNDT
 SJ1946  HISTORY     - 20041006 GOOD             USPSQD
 SJ1946  HISTORY     - 20041019 GOOD             MNDT
 SJ1946  HISTORY     - 20080429 GOOD             MNDT
 SJ1946
 SJ1946                          STATION DESCRIPTION
 SJ1946
 SJ1946'DESCRIBED BY MN DEPT OF TRANSP 1977
 SJ1946'0.6 MI SW FROM NASHWAUK.
 SJ1946'THE MARK IS LOCATED 0.6 MILE SOUTHWEST ALONG TRUNK HIGHWAY 169 FROM
 SJ1946'THE EAST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 65 AT
 SJ1946'NASHWAUK. IT IS 24.8 FT. SOUTHEAST OF, AND LEVEL WITH THE CENTER OF
 SJ1946'NORTHBOUND TRUNK HIGHWAY 169 AT MILEPOINT 325.8. DISK IS CEMENTED IN
 SJ1946'THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF NORTHBOUND TRUNK
 SJ1946'HIGHWAY 169 BRIDGE 31024 OVER A RAILROAD TRACK.
 SJ1946
 SJ1946                          STATION RECOVERY (2004)
 SJ1946
 SJ1946'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 SJ1946'RECOVERED IN GOOD CONDITION.
 SJ1946
 SJ1946                          STATION RECOVERY (2004)
 SJ1946
 SJ1946'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1946'0.6 MILES SOUTHWEST FROM NASHWAUK, 0.6 MILES SOUTHWEST ON TRUNK
 SJ1946'HIGHWAY 169 FROM EAST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 SJ1946'65 IN NASHWAUK, AT TRUNK HIGHWAY 169 MILEPOINT 325.8, IN SOUTHEAST END
 SJ1946'OF SOUTHWEST ABUTMENT OF NORTHBOUND TRUNK HIGHWAY 169 BRIDGE 31024
 SJ1946'OVER TRAIL, 24.8 FEET SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 169
 SJ1946
 SJ1946                          STATION RECOVERY (2008)
 SJ1946
 SJ1946'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 SJ1946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1947 ***********************************************************************
 SJ1947  DESIGNATION -  3116 AY
 SJ1947  PID         -  SJ1947
 SJ1947  STATE/COUNTY-  MN/ITASCA
 SJ1947  COUNTRY     -  US
 SJ1947  USGS QUAD   -  PENGILLY (1969)
 SJ1947
 SJ1947                         *CURRENT SURVEY CONTROL
 SJ1947  ______________________________________________________________________
 SJ1947* NAD 83(1986) POSITION- 47 22 17.4    (N) 093 09 48.3    (W)   HD_HELD2  
 SJ1947* NAVD 88 ORTHO HEIGHT -   446.736  (meters)    1465.67  (feet) ADJUSTED  
 SJ1947  ______________________________________________________________________
 SJ1947  GEOID HEIGHT    -        -29.73  (meters)                     GEOID09
 SJ1947  DYNAMIC HEIGHT  -        446.773 (meters)     1465.79  (feet) COMP
 SJ1947  MODELED GRAVITY -    980,682.2   (mgal)                       NAVD 88
 SJ1947
 SJ1947  VERT ORDER      -  SECOND    CLASS I
 SJ1947
 SJ1947.The horizontal coordinates were established by autonomous hand held GPS
 SJ1947.observations and have an estimated accuracy of +/- 10 meters.
 SJ1947.
 SJ1947.The orthometric height was determined by differential leveling and
 SJ1947.adjusted in June 1991.
 SJ1947
 SJ1947.Photographs are available for this station.
 SJ1947
 SJ1947.The dynamic height is computed by dividing the NAVD 88
 SJ1947.geopotential number by the normal gravity value computed on the
 SJ1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1947.degrees latitude (g = 980.6199 gals.).
 SJ1947
 SJ1947.The modeled gravity was interpolated from observed gravity values.
 SJ1947
 SJ1947;                    North         East    Units  Estimated Accuracy
 SJ1947;SPC MN N     -   196,890.      795,211.      MT  (+/- 10 meters HH2 GPS)
 SJ1947
 SJ1947                          SUPERSEDED SURVEY CONTROL
 SJ1947
 SJ1947.No superseded survey control is available for this station.
 SJ1947
 SJ1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8766246461(NAD 83)
 SJ1947
 SJ1947_MARKER: DB = BENCH MARK DISK
 SJ1947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1947_SP_SET: BRIDGE ABUTMENT
 SJ1947_STAMPING: 3116 AY 1977
 SJ1947_MARK LOGO: MNHD  
 SJ1947_MAGNETIC: N = NO MAGNETIC MATERIAL
 SJ1947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SJ1947+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2008
 SJ1947
 SJ1947  HISTORY     - Date     Condition        Report By
 SJ1947  HISTORY     - 1977     MONUMENTED       MNHD
 SJ1947  HISTORY     - 20041006 GOOD             USPSQD
 SJ1947  HISTORY     - 20041019 GOOD             MNDT
 SJ1947  HISTORY     - 20080401 GOOD             MNDT
 SJ1947
 SJ1947                          STATION DESCRIPTION
 SJ1947
 SJ1947'DESCRIBED BY MN HIGHWAY DEPT 1977
 SJ1947'IN NASHWAUK.
 SJ1947'THE MARK IS LOCATED 0.35 MILE EAST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1947'EAST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 65 AT NASHWAUK.
 SJ1947'IT IS CEMENTED IN THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF
 SJ1947'NORTHBOUND TRUNK HIGHWAY 169 BRIDGE 31022 OVER A RAILROAD TRACK AND
 SJ1947'GRAVEL ROAD.
 SJ1947
 SJ1947                          STATION RECOVERY (2004)
 SJ1947
 SJ1947'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 SJ1947'RECOVERED IN GOOD CONDITION.
 SJ1947
 SJ1947                          STATION RECOVERY (2004)
 SJ1947
 SJ1947'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 SJ1947'AT NASHWAUK, 0.35 MILES EAST ALONG TRUNK HIGHWAY 169 FROM EAST
 SJ1947'JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 65 AT NASHWAUK, IN
 SJ1947'SOUTHEAST END OF NORTHEAST ABUTMENT OF NORTHBOUND TRUNK HIGHWAY 169
 SJ1947'BRIDGE 31022 OVER RAILROAD AND GRAVEL ROAD
 SJ1947
 SJ1947                          STATION RECOVERY (2008)
 SJ1947
 SJ1947'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 SJ1947'THE MARK IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST-SOUTHWEST OF KEEWATIN,
 SJ1947'3.1 MI (5.0 KM) NORTH-NORTHEAST OF PENGILLY AND 0.7 MI (1.1 KM)
 SJ1947'SOUTH-SOUTHEAST OF NASHWAUK.
 SJ1947' 
 SJ1947'TO REACH TO THE MARK AT NASHWAUK, GO 0.35 MI (0.6 KM) EAST ALONG TRUNK
 SJ1947'HIGHWAY 169 FROM EAST JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 SJ1947'65 AT NASHWAUK, AT TRUNK HIGHWAY 169 MILE POINT 326.70, IN SOUTHEAST
 SJ1947'ABUTMENT OF NORTHBOUND TRUNK HIGHWAY 169 BRIDGE 31022 OVER GRAVEL ROAD
 SJ1947'AND RUNS ALONG RAIL ROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1948 ***********************************************************************
 SJ1948  DESIGNATION -  3116 AZ
 SJ1948  PID         -  SJ1948
 SJ1948  STATE/COUNTY-  MN/ITASCA
 SJ1948  COUNTRY     -  US
 SJ1948  USGS QUAD   -  KEEWATIN (1976)
 SJ1948
 SJ1948                         *CURRENT SURVEY CONTROL
 SJ1948  ______________________________________________________________________
 SJ1948* NAD 83(1986) POSITION- 47 23 00.     (N) 093 06 57.     (W)   SCALED    
 SJ1948* NAVD 88 ORTHO HEIGHT -   441.816  (meters)    1449.52  (feet) ADJUSTED  
 SJ1948  ______________________________________________________________________
 SJ1948  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 SJ1948  DYNAMIC HEIGHT  -        441.852 (meters)     1449.64  (feet) COMP
 SJ1948  MODELED GRAVITY -    980,681.2   (mgal)                       NAVD 88
 SJ1948
 SJ1948  VERT ORDER      -  SECOND    CLASS I
 SJ1948
 SJ1948.The horizontal coordinates were scaled from a topographic map and have
 SJ1948.an estimated accuracy of +/- 6 seconds.
 SJ1948.
 SJ1948.The orthometric height was determined by differential leveling and
 SJ1948.adjusted in June 1991.
 SJ1948
 SJ1948.Photographs are available for this station.
 SJ1948
 SJ1948.The dynamic height is computed by dividing the NAVD 88
 SJ1948.geopotential number by the normal gravity value computed on the
 SJ1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1948.degrees latitude (g = 980.6199 gals.).
 SJ1948
 SJ1948.The modeled gravity was interpolated from observed gravity values.
 SJ1948
 SJ1948;                    North         East    Units  Estimated Accuracy
 SJ1948;SPC MN N     -   198,200.      798,800.      MT  (+/- 180 meters Scaled)
 SJ1948
 SJ1948                          SUPERSEDED SURVEY CONTROL
 SJ1948
 SJ1948.No superseded survey control is available for this station.
 SJ1948
 SJ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN912477(NAD 83)
 SJ1948
 SJ1948_MARKER: DZ = AZIMUTH MARK DISK
 SJ1948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SJ1948_SP_SET: ALUMINUM ALLOY ROD
 SJ1948_STAMPING: 3116 AZ 1978
 SJ1948_PROJECTION: PROJECTING 8 CENTIMETERS
 SJ1948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1948_ROD/PIPE-DEPTH: 4.57 meters
 SJ1948
 SJ1948  HISTORY     - Date     Condition        Report By
 SJ1948  HISTORY     - 1978     MONUMENTED       MNDT
 SJ1948
 SJ1948                          STATION DESCRIPTION
 SJ1948
 SJ1948'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ1948'2.3 MI WEST FROM KEEWATIN.
 SJ1948'THE MARK IS LOCATED 2.3 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1948'INTERSECTION OF TRUNK HIGHWAY 169 AND 1ST ST. AT THE SOUTH EDGE OF
 SJ1948'KEEWATIN, ALSO 2.7 MILES EAST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1948'JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 65 OF NASHWAUK, AT
 SJ1948'TRUNK HIGHWAY 169 MILEPOINT 329.0. IT IS 148.7 FT. SOUTHEAST OF AND
 SJ1948'2 FT. HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 169 EASTBOUND, 189.4
 SJ1948'FT. EAST OF MILEPOST 329, 1.8 FT. NORTHEAST OF A STEEL POST, WITH
 SJ1948'RIGHT OF WAY CONTROLLED ACCESS, AND P.O.C. SIGNS, AND 1.1 FT. NORTH
 SJ1948'OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1949 ***********************************************************************
 SJ1949  DESIGNATION -  3116 BA
 SJ1949  PID         -  SJ1949
 SJ1949  STATE/COUNTY-  MN/ITASCA
 SJ1949  COUNTRY     -  US
 SJ1949  USGS QUAD   -  KEEWATIN (1976)
 SJ1949
 SJ1949                         *CURRENT SURVEY CONTROL
 SJ1949  ______________________________________________________________________
 SJ1949* NAD 83(1986) POSITION- 47 23 17.     (N) 093 06 20.     (W)   SCALED    
 SJ1949* NAVD 88 ORTHO HEIGHT -   461.458  (meters)    1513.97  (feet) ADJUSTED  
 SJ1949  ______________________________________________________________________
 SJ1949  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 SJ1949  DYNAMIC HEIGHT  -        461.496 (meters)     1514.09  (feet) COMP
 SJ1949  MODELED GRAVITY -    980,680.9   (mgal)                       NAVD 88
 SJ1949
 SJ1949  VERT ORDER      -  SECOND    CLASS I
 SJ1949
 SJ1949.The horizontal coordinates were scaled from a topographic map and have
 SJ1949.an estimated accuracy of +/- 6 seconds.
 SJ1949.
 SJ1949.The orthometric height was determined by differential leveling and
 SJ1949.adjusted in June 1991.
 SJ1949
 SJ1949.The dynamic height is computed by dividing the NAVD 88
 SJ1949.geopotential number by the normal gravity value computed on the
 SJ1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1949.degrees latitude (g = 980.6199 gals.).
 SJ1949
 SJ1949.The modeled gravity was interpolated from observed gravity values.
 SJ1949
 SJ1949;                    North         East    Units  Estimated Accuracy
 SJ1949;SPC MN N     -   198,730.      799,580.      MT  (+/- 180 meters Scaled)
 SJ1949
 SJ1949                          SUPERSEDED SURVEY CONTROL
 SJ1949
 SJ1949.No superseded survey control is available for this station.
 SJ1949
 SJ1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN920482(NAD 83)
 SJ1949
 SJ1949_MARKER: DD = SURVEY DISK
 SJ1949_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1949_SP_SET: ABUTMENT
 SJ1949_STAMPING: 3116 BA 1978
 SJ1949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1949
 SJ1949  HISTORY     - Date     Condition        Report By
 SJ1949  HISTORY     - 1978     MONUMENTED       MNDT
 SJ1949
 SJ1949                          STATION DESCRIPTION
 SJ1949
 SJ1949'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ1949'1.6 MI WEST FROM KEEWATIN.
 SJ1949'THE MARK IS LOCATED 1.6 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1949'INTERSECTION OF TRUNK HIGHWAY 169 AND 1ST ST. AT THE SOUTH EDGE OF
 SJ1949'KEEWATIN, AT TRUNK HIGHWAY 169 MILEPOINT 329.7. IT IS 26.0 FT.
 SJ1949'SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANE
 SJ1949'OF TRUNK HIGHWAY 169. SET IN THE TOP OF THE SOUTHEAST END OF THE
 SJ1949'NORTHEAST ABUTMENT OF BRIDGE NUMBER 31020, TRUNK HIGHWAY 169 EASTBOUND
 SJ1949'OVER AN ABANDONED RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1950 ***********************************************************************
 SJ1950  DESIGNATION -  3116 BB
 SJ1950  PID         -  SJ1950
 SJ1950  STATE/COUNTY-  MN/ITASCA
 SJ1950  COUNTRY     -  US
 SJ1950  USGS QUAD   -  KEEWATIN (1976)
 SJ1950
 SJ1950                         *CURRENT SURVEY CONTROL
 SJ1950  ______________________________________________________________________
 SJ1950* NAD 83(1986) POSITION- 47 23 36.     (N) 093 05 24.     (W)   SCALED    
 SJ1950* NAVD 88 ORTHO HEIGHT -   459.789  (meters)    1508.49  (feet) ADJUSTED  
 SJ1950  ______________________________________________________________________
 SJ1950  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 SJ1950  DYNAMIC HEIGHT  -        459.827 (meters)     1508.62  (feet) COMP
 SJ1950  MODELED GRAVITY -    980,680.6   (mgal)                       NAVD 88
 SJ1950
 SJ1950  VERT ORDER      -  SECOND    CLASS I
 SJ1950
 SJ1950.The horizontal coordinates were scaled from a topographic map and have
 SJ1950.an estimated accuracy of +/- 6 seconds.
 SJ1950.
 SJ1950.The orthometric height was determined by differential leveling and
 SJ1950.adjusted in June 1991.
 SJ1950
 SJ1950.Photographs are available for this station.
 SJ1950
 SJ1950.The dynamic height is computed by dividing the NAVD 88
 SJ1950.geopotential number by the normal gravity value computed on the
 SJ1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1950.degrees latitude (g = 980.6199 gals.).
 SJ1950
 SJ1950.The modeled gravity was interpolated from observed gravity values.
 SJ1950
 SJ1950;                    North         East    Units  Estimated Accuracy
 SJ1950;SPC MN N     -   199,320.      800,760.      MT  (+/- 180 meters Scaled)
 SJ1950
 SJ1950                          SUPERSEDED SURVEY CONTROL
 SJ1950
 SJ1950.No superseded survey control is available for this station.
 SJ1950
 SJ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN932488(NAD 83)
 SJ1950
 SJ1950_MARKER: DB = BENCH MARK DISK
 SJ1950_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1950_SP_SET: ABUTMENT
 SJ1950_STAMPING: 3116 BB 1978
 SJ1950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1950
 SJ1950  HISTORY     - Date     Condition        Report By
 SJ1950  HISTORY     - 1978     MONUMENTED       MNDT
 SJ1950
 SJ1950                          STATION DESCRIPTION
 SJ1950
 SJ1950'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ1950'0.8 MI WEST FROM KEEWATIN.
 SJ1950'THE MARK IS LOCATED 0.8 MILES WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1950'INTERSECTION OF TRUNK HIGHWAY 169 AND 1ST ST. AT THE SOUTH EDGE OF
 SJ1950'KEEWATIN, AND 1.0 MILES WEST OF THE COUNTY LINE, AT TRUNK HIGHWAY 169
 SJ1950'MILEPOST 331.05. IT IS 19.5 FT. SOUTH OF AND ABOUT LEVEL WITH THE
 SJ1950'CENTERLINE OF THE WESTBOUND LANE OF TRUNK HIGHWAY 169. IT IS SET IN
 SJ1950'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF BRIDGE NUMBER 13009,
 SJ1950'TRUNK HIGHWAY 169 WESTBOUND OVER THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1951 ***********************************************************************
 SJ1951  DESIGNATION -  3116 BC
 SJ1951  PID         -  SJ1951
 SJ1951  STATE/COUNTY-  MN/ITASCA
 SJ1951  COUNTRY     -  US
 SJ1951  USGS QUAD   -  KEEWATIN (1976)
 SJ1951
 SJ1951                         *CURRENT SURVEY CONTROL
 SJ1951  ______________________________________________________________________
 SJ1951* NAD 83(1986) POSITION- 47 23 34.     (N) 093 04 45.     (W)   SCALED    
 SJ1951* NAVD 88 ORTHO HEIGHT -   455.409  (meters)    1494.12  (feet) ADJUSTED  
 SJ1951  ______________________________________________________________________
 SJ1951  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 SJ1951  DYNAMIC HEIGHT  -        455.446 (meters)     1494.24  (feet) COMP
 SJ1951  MODELED GRAVITY -    980,680.6   (mgal)                       NAVD 88
 SJ1951
 SJ1951  VERT ORDER      -  SECOND    CLASS I
 SJ1951
 SJ1951.The horizontal coordinates were scaled from a topographic map and have
 SJ1951.an estimated accuracy of +/- 6 seconds.
 SJ1951.
 SJ1951.The orthometric height was determined by differential leveling and
 SJ1951.adjusted in June 1991.
 SJ1951
 SJ1951.Photographs are available for this station.
 SJ1951
 SJ1951.The dynamic height is computed by dividing the NAVD 88
 SJ1951.geopotential number by the normal gravity value computed on the
 SJ1951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1951.degrees latitude (g = 980.6199 gals.).
 SJ1951
 SJ1951.The modeled gravity was interpolated from observed gravity values.
 SJ1951
 SJ1951;                    North         East    Units  Estimated Accuracy
 SJ1951;SPC MN N     -   199,250.      801,570.      MT  (+/- 180 meters Scaled)
 SJ1951
 SJ1951                          SUPERSEDED SURVEY CONTROL
 SJ1951
 SJ1951.No superseded survey control is available for this station.
 SJ1951
 SJ1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN940488(NAD 83)
 SJ1951
 SJ1951_MARKER: DB = BENCH MARK DISK
 SJ1951_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 SJ1951_SP_SET: ABUTMENT
 SJ1951_STAMPING: 3116 BC 1978
 SJ1951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SJ1951
 SJ1951  HISTORY     - Date     Condition        Report By
 SJ1951  HISTORY     - 1978     MONUMENTED       MNDT
 SJ1951
 SJ1951                          STATION DESCRIPTION
 SJ1951
 SJ1951'DESCRIBED BY MN DEPT OF TRANSP 1978
 SJ1951'IN KEEWATIN.
 SJ1951'THE MARK IS LOCATED 0.2 MILE WEST ALONG TRUNK HIGHWAY 169 FROM THE
 SJ1951'INTERSECTION OF TRUNK HIGHWAY 169 AND 1ST ST. AT THE SOUTH EDGE OF
 SJ1951'KEEWATIN, ABOUT 0.5 MILES WEST OF THE COUNTY LINE. IT IS 25.5 FT.
 SJ1951'SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE EASTBOUND TRUNK
 SJ1951'HIGHWAY 169. SET IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF
 SJ1951'BRIDGE NUMBER 31012, TRUNK HIGHWAY 169 EASTBOUND OVER THE BURLINGTON
 SJ1951'NORTHERN RAILROAD AND A CITY STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9682 ***********************************************************************
 DG9682  DESIGNATION -  3116 BD
 DG9682  PID         -  DG9682
 DG9682  STATE/COUNTY-  MN/ITASCA
 DG9682  COUNTRY     -  US
 DG9682  USGS QUAD   -  BOVEY (1969)
 DG9682
 DG9682                         *CURRENT SURVEY CONTROL
 DG9682  ______________________________________________________________________
 DG9682* NAD 83(2007) POSITION- 47 17 23.42014(N) 093 25 08.38464(W)   ADJUSTED  
 DG9682* NAD 83(2007) ELLIP HT-   365.008 (meters)        (02/10/07)   ADJUSTED
 DG9682* NAD 83(2007) EPOCH   -  2002.00
 DG9682* NAVD 88 ORTHO HEIGHT -   394.472  (meters)    1294.20  (feet) ADJUSTED  
 DG9682  ______________________________________________________________________
 DG9682  NAD 83(2007) X  -   -258,486.880 (meters)                     COMP
 DG9682  NAD 83(2007) Y  - -4,326,599.196 (meters)                     COMP
 DG9682  NAD 83(2007) Z  -  4,663,948.957 (meters)                     COMP
 DG9682  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC09
 DG9682  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 DG9682  DYNAMIC HEIGHT  -        394.504 (meters)     1294.30  (feet) COMP
 DG9682  MODELED GRAVITY -    980,682.9   (mgal)                       NAVD 88
 DG9682
 DG9682  VERT ORDER      -  SECOND    CLASS I
 DG9682
 DG9682  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9682  Type                                         Horiz  Ellip  Dist(km)
 DG9682  -------------------------------------------------------------------
 DG9682  NETWORK                                       0.51   0.67
 DG9682  -------------------------------------------------------------------
 DG9682  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.31      1.20
 DG9682  -------------------------------------------------------------------
 DG9682  NOTE: Click here for information on individual local accuracy
 DG9682  values and other accuracy information.
 DG9682
 DG9682
 DG9682.The horizontal coordinates were established by GPS observations
 DG9682.and adjusted by the National Geodetic Survey in February 2007.
 DG9682
 DG9682.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9682.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9682
 DG9682.The horizontal coordinates are valid at the epoch date displayed above
 DG9682.which is a decimal equivalence of Year/Month/Day.
 DG9682
 DG9682.The orthometric height was determined by differential leveling and
 DG9682.adjusted in October 2010.
 DG9682
 DG9682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9682
 DG9682.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9682
 DG9682.The ellipsoidal height was determined by GPS observations
 DG9682.and is referenced to NAD 83.
 DG9682
 DG9682.The dynamic height is computed by dividing the NAVD 88
 DG9682.geopotential number by the normal gravity value computed on the
 DG9682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9682.degrees latitude (g = 980.6199 gals.).
 DG9682
 DG9682.The modeled gravity was interpolated from observed gravity values.
 DG9682
 DG9682. The following values were computed from the NAD 83(2007) position.
 DG9682
 DG9682;                    North         East     Units Scale Factor Converg.
 DG9682;SPC MN N     -   187,859.095   775,871.301   MT  0.99994785   -0 14 11.2
 DG9682;SPC MN N     -   616,334.38  2,545,504.43   sFT  0.99994785   -0 14 11.2
 DG9682;UTM  15      - 5,237,458.798   468,318.302   MT  0.99961234   -0 18 28.4
 DG9682
 DG9682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9682!SPC MN N     -   0.99994279  x   0.99994785  =   0.99989064
 DG9682!UTM  15      -   0.99994279  x   0.99961234  =   0.99955515
 DG9682
 DG9682                          SUPERSEDED SURVEY CONTROL
 DG9682
 DG9682  NAD 83(1996)-  47 17 23.42024(N)    093 25 08.38448(W) AD(       ) 1
 DG9682  ELLIP H (02/23/05)  365.036  (m)                       GP(       ) 4 1
 DG9682  NAVD 88 (02/23/05)  394.47   (m)         1294.2    (f) LEVELING    3  
 DG9682
 DG9682.Superseded values are not recommended for survey control.
 DG9682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9682.See file dsdata.txt to determine how the superseded data were derived.
 DG9682
 DG9682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6831837458(NAD 83)
 DG9682
 DG9682_MARKER: DD = SURVEY DISK
 DG9682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9682_STAMPING: 3116 BD 2004
 DG9682_MARK LOGO: MNDT  
 DG9682_PROJECTION: RECESSED 5 CENTIMETERS
 DG9682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9682+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 DG9682_ROD/PIPE-DEPTH:  7.6 meters
 DG9682
 DG9682  HISTORY     - Date     Condition        Report By
 DG9682  HISTORY     - 2004     MONUMENTED       MNDT
 DG9682  HISTORY     - 20041018 GOOD             MNDT
 DG9682
 DG9682                          STATION DESCRIPTION
 DG9682
 DG9682'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG9682'SOUTH EDGE OF BOVEY, 0.5 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM
 DG9682'JUNCTION OF TRUNK HIGHWAY 169 AND 2ND AVENUE IN BOVEY, AT TRUNK
 DG9682'HIGHWAY 169 MILEPOINT 312.1, 180 FEET EAST OF TRUNK HIGHWAY 169, 67.5
 DG9682'FEET NORTH OF COUNTY ROAD 10, 25.1 FEET SOUTH OF GUYED POWER POLE,
 DG9682'16.5 FEET EAST OF SEWER PUMPING STATION ENTRANCE, 115.1 FEET
 DG9682'SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF CYCLONE FENCE, 125.7 FEET
 DG9682'SOUTH-SOUTHEAST OF SOUTHWEST CORNER OF CYCLONE FENCE, 4.9 FEET SOUTH
 DG9682'OF WITNESS POST
 DG9682
 DG9682                          STATION RECOVERY (2004)
 DG9682
 DG9682'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 DG9682'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8130 ***********************************************************************
 DM8130  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8130  DESIGNATION -  3116 BG
 DM8130  PID         -  DM8130
 DM8130  STATE/COUNTY-  MN/ITASCA
 DM8130  COUNTRY     -  US
 DM8130  USGS QUAD   -  BOVEY (1969)
 DM8130
 DM8130                         *CURRENT SURVEY CONTROL
 DM8130  ______________________________________________________________________
 DM8130* NAD 83(2007) POSITION- 47 16 24.96533(N) 093 26 56.28322(W)   ADJUSTED  
 DM8130* NAD 83(2007) ELLIP HT-   393.579 (meters)        (06/13/11)   ADJUSTED
 DM8130* NAD 83(2007) EPOCH   -  2002.00
 DM8130* NAVD 88 ORTHO HEIGHT -   422.99   (meters)    1387.8   (feet) GPS OBS   
 DM8130  ______________________________________________________________________
 DM8130  GEOID HEIGHT    -        -29.41  (meters)                     GEOID09
 DM8130  NAD 83(2007) X  -   -260,831.079 (meters)                     COMP
 DM8130  NAD 83(2007) Y  - -4,327,806.703 (meters)                     COMP
 DM8130  NAD 83(2007) Z  -  4,662,745.225 (meters)                     COMP
 DM8130  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC09
 DM8130  HORZ ORDER      -  FIRST
 DM8130  ELLP ORDER      -  FOURTH    CLASS I
 DM8130
 DM8130.The horizontal coordinates were established by GPS observations
 DM8130.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8130
 DM8130.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8130.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8130
 DM8130.The horizontal coordinates are valid at the epoch date displayed above
 DM8130.which is a decimal equivalence of Year/Month/Day.
 DM8130
 DM8130.The orthometric height was determined by GPS observations and a
 DM8130.high-resolution geoid model using precise GPS observation and
 DM8130.processing techniques.
 DM8130
 DM8130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8130
 DM8130.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8130
 DM8130.The ellipsoidal height was determined by GPS observations
 DM8130.and is referenced to NAD 83.
 DM8130
 DM8130. The following values were computed from the NAD 83(2007) position.
 DM8130
 DM8130;                    North         East     Units Scale Factor Converg.
 DM8130;SPC MN N     -   186,063.781   773,596.111   MT  0.99995057   -0 15 31.2
 DM8130;SPC MN N     -   610,444.25  2,538,039.91   sFT  0.99995057   -0 15 31.2
 DM8130;UTM  15      - 5,235,666.918   466,041.644   MT  0.99961417   -0 19 47.3
 DM8130
 DM8130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8130!SPC MN N     -   0.99993831  x   0.99995057  =   0.99988889
 DM8130!UTM  15      -   0.99993831  x   0.99961417  =   0.99955251
 DM8130
 DM8130:                Primary Azimuth Mark                     Grid Az
 DM8130:SPC MN N     -  3116 AD                                  225 17 19.4
 DM8130:UTM  15      -  3116 AD                                  225 21 35.5
 DM8130
 DM8130|---------------------------------------------------------------------|
 DM8130| PID    Reference Object                     Distance      Geod. Az  |
 DM8130|                                                           dddmmss.s |
 DM8130| SJ1914 3116 AD                             APPROX. 1.3 KM 2250148.2 |
 DM8130|---------------------------------------------------------------------|
 DM8130
 DM8130                          SUPERSEDED SURVEY CONTROL
 DM8130
 DM8130.No superseded survey control is available for this station.
 DM8130
 DM8130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN6604135666(NAD 83)
 DM8130
 DM8130_MARKER: I = METAL ROD
 DM8130_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8130_STAMPING: 3116 BG 2009
 DM8130_MARK LOGO: MNDT  
 DM8130_PROJECTION: FLUSH
 DM8130_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8130+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM8130_ROD/PIPE-DEPTH:  3.7 meters
 DM8130
 DM8130  HISTORY     - Date     Condition        Report By
 DM8130  HISTORY     - 20090401 MONUMENTED       MNDT
 DM8130
 DM8130                          STATION DESCRIPTION
 DM8130
 DM8130'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8130'THE MARK IS 1.2 MILES SOUTHWEST OF COLERAINE, 2.05 MILES SOUTHWEST
 DM8130'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND 2ND
 DM8130'AVENUE IN COLERAINE, AT TRUNK HIGHWAY 169 MILEPOINT 310.05, 43.3 FEET
 DM8130'NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 169, 36.9 FEET NORTHEAST OF
 DM8130'DRIVEWAY TO FIRE NUMBER 4577, 90 FEET EAST-SOUTHEAST OF SOUTHEAST
 DM8130'CORNER OF METAL BUILDING, 139.5 FEET SOUTH OF SOUTH LEG OF BILLBOARD
 DM8130'SIGN, 3.3 FEET SOUTH WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8131 ***********************************************************************
 DM8131  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8131  DESIGNATION -  3116 BH
 DM8131  PID         -  DM8131
 DM8131  STATE/COUNTY-  MN/ITASCA
 DM8131  COUNTRY     -  US
 DM8131  USGS QUAD   -  CALUMET (1977)
 DM8131
 DM8131                         *CURRENT SURVEY CONTROL
 DM8131  ______________________________________________________________________
 DM8131* NAD 83(2007) POSITION- 47 18 53.90398(N) 093 18 56.91900(W)   ADJUSTED  
 DM8131* NAD 83(2007) ELLIP HT-   380.804 (meters)        (06/13/11)   ADJUSTED
 DM8131* NAD 83(2007) EPOCH   -  2002.00
 DM8131* NAVD 88 ORTHO HEIGHT -   410.35   (meters)    1346.3   (feet) GPS OBS   
 DM8131  ______________________________________________________________________
 DM8131  GEOID HEIGHT    -        -29.54  (meters)                     GEOID09
 DM8131  NAD 83(2007) X  -   -250,576.450 (meters)                     COMP
 DM8131  NAD 83(2007) Y  - -4,325,018.008 (meters)                     COMP
 DM8131  NAD 83(2007) Z  -  4,665,855.613 (meters)                     COMP
 DM8131  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC09
 DM8131  HORZ ORDER      -  FIRST
 DM8131  ELLP ORDER      -  FOURTH    CLASS I
 DM8131
 DM8131.The horizontal coordinates were established by GPS observations
 DM8131.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8131
 DM8131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8131.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8131
 DM8131.The horizontal coordinates are valid at the epoch date displayed above
 DM8131.which is a decimal equivalence of Year/Month/Day.
 DM8131
 DM8131.The orthometric height was determined by GPS observations and a
 DM8131.high-resolution geoid model using precise GPS observation and
 DM8131.processing techniques.
 DM8131
 DM8131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8131
 DM8131.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8131
 DM8131.The ellipsoidal height was determined by GPS observations
 DM8131.and is referenced to NAD 83.
 DM8131
 DM8131. The following values were computed from the NAD 83(2007) position.
 DM8131
 DM8131;                    North         East     Units Scale Factor Converg.
 DM8131;SPC MN N     -   190,626.294   783,683.938   MT  0.99994381   -0 09 35.9
 DM8131;SPC MN N     -   625,413.10  2,571,136.39   sFT  0.99994381   -0 09 35.9
 DM8131;UTM  15      - 5,240,215.275   476,131.773   MT  0.99960700   -0 13 55.7
 DM8131
 DM8131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8131!SPC MN N     -   0.99994031  x   0.99994381  =   0.99988413
 DM8131!UTM  15      -   0.99994031  x   0.99960700  =   0.99954734
 DM8131
 DM8131                          SUPERSEDED SURVEY CONTROL
 DM8131
 DM8131.No superseded survey control is available for this station.
 DM8131
 DM8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN7613140215(NAD 83)
 DM8131
 DM8131_MARKER: I = METAL ROD
 DM8131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8131_STAMPING: 3116 BH 2009
 DM8131_MARK LOGO: MNDT  
 DM8131_PROJECTION: FLUSH
 DM8131_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8131+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 DM8131_ROD/PIPE-DEPTH:  4.6 meters
 DM8131
 DM8131  HISTORY     - Date     Condition        Report By
 DM8131  HISTORY     - 20090902 MONUMENTED       MNDT
 DM8131
 DM8131                          STATION DESCRIPTION
 DM8131
 DM8131'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8131'THE MARK IS 1.0 MILE WEST-SOUTHWEST OF MARBLE, 0.15 MILE WEST ALONG
 DM8131'TRUNK HIGHWAY 169 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 169 AND
 DM8131'COUNTY ROAD 80 IN MARBLE, AT TRUNK HIGHWAY 169 MILEPOINT 318, 98.8
 DM8131'FEET NORTH OF TRUNK HIGHWAY 169, 113.4 FEET SOUTH OF COUNTY ROAD 80,
 DM8131'24.8 FEET EAST OF BITUMINOUS CROSS OVER, 53.3 FEET SOUTH OF A FIRE
 DM8131'HYDRANT, 9.5 FEET SOUTH OF TRAIL, 75.6 FEET NORTHEAST OF TELEPHONE
 DM8131'PEDESTAL, 7.3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8132 ***********************************************************************
 DM8132  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8132  DESIGNATION -  3116 BJ
 DM8132  PID         -  DM8132
 DM8132  STATE/COUNTY-  MN/ITASCA
 DM8132  COUNTRY     -  US
 DM8132  USGS QUAD   -  PENGILLY (1969)
 DM8132
 DM8132                         *CURRENT SURVEY CONTROL
 DM8132  ______________________________________________________________________
 DM8132* NAD 83(2007) POSITION- 47 19 34.30273(N) 093 14 34.30853(W)   ADJUSTED  
 DM8132* NAD 83(2007) ELLIP HT-   407.111 (meters)        (06/13/11)   ADJUSTED
 DM8132* NAD 83(2007) EPOCH   -  2002.00
 DM8132* NAVD 88 ORTHO HEIGHT -   436.69   (meters)    1432.7   (feet) GPS OBS   
 DM8132  ______________________________________________________________________
 DM8132  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 DM8132  NAD 83(2007) X  -   -245,018.880 (meters)                     COMP
 DM8132  NAD 83(2007) Y  - -4,324,435.552 (meters)                     COMP
 DM8132  NAD 83(2007) Z  -  4,666,720.759 (meters)                     COMP
 DM8132  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC09
 DM8132  HORZ ORDER      -  FIRST
 DM8132  ELLP ORDER      -  FOURTH    CLASS I
 DM8132
 DM8132.The horizontal coordinates were established by GPS observations
 DM8132.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8132
 DM8132.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8132.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8132
 DM8132.The horizontal coordinates are valid at the epoch date displayed above
 DM8132.which is a decimal equivalence of Year/Month/Day.
 DM8132
 DM8132.The orthometric height was determined by GPS observations and a
 DM8132.high-resolution geoid model using precise GPS observation and
 DM8132.processing techniques.
 DM8132
 DM8132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8132
 DM8132.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8132
 DM8132.The ellipsoidal height was determined by GPS observations
 DM8132.and is referenced to NAD 83.
 DM8132
 DM8132. The following values were computed from the NAD 83(2007) position.
 DM8132
 DM8132;                    North         East     Units Scale Factor Converg.
 DM8132;SPC MN N     -   191,861.041   789,201.314   MT  0.99994206   -0 06 21.2
 DM8132;SPC MN N     -   629,464.10  2,589,237.98   sFT  0.99994206   -0 06 21.2
 DM8132;UTM  15      - 5,241,442.632   481,648.842   MT  0.99960414   -0 10 42.8
 DM8132
 DM8132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8132!SPC MN N     -   0.99993619  x   0.99994206  =   0.99987826
 DM8132!UTM  15      -   0.99993619  x   0.99960414  =   0.99954036
 DM8132
 DM8132                          SUPERSEDED SURVEY CONTROL
 DM8132
 DM8132.No superseded survey control is available for this station.
 DM8132
 DM8132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN8164841442(NAD 83)
 DM8132
 DM8132_MARKER: I = METAL ROD
 DM8132_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8132_STAMPING: 3116 BJ 2009
 DM8132_MARK LOGO: MNDT  
 DM8132_PROJECTION: RECESSED 5 CENTIMETERS
 DM8132_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8132+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2009
 DM8132_ROD/PIPE-DEPTH: 16.8 meters
 DM8132
 DM8132  HISTORY     - Date     Condition        Report By
 DM8132  HISTORY     - 20090826 MONUMENTED       MNDT
 DM8132
 DM8132                          STATION DESCRIPTION
 DM8132
 DM8132'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8132'THE MARK IS 2.3 MILES WEST-SOUTHWEST OF PENGILLY, 2.2 MILES SOUTHWEST
 DM8132'ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND
 DM8132'TRUNK HIGHWAY 65 (ABOUT 0.6 MILE NORTH OF PENGILLY), AT TRUNK HIGHWAY
 DM8132'169 MILEPOINT 321.55, 39.8 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 169,
 DM8132'88.1 FEET EAST-SOUTHEAST OF POWER POLE, 100.4 FEET SOUTHEAST OF
 DM8132'TELEPHONE PEDESTAL, 22 FEET SOUTH OF OLD BITUMINOUS ROAD, 1.3 FEET
 DM8132'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SJ1251 ***********************************************************************
 SJ1251  DESIGNATION -  3116 D
 SJ1251  PID         -  SJ1251
 SJ1251  STATE/COUNTY-  MN/ITASCA
 SJ1251  COUNTRY     -  US
 SJ1251  USGS QUAD   -  KEEWATIN (1976)
 SJ1251
 SJ1251                         *CURRENT SURVEY CONTROL
 SJ1251  ______________________________________________________________________
 SJ1251* NAD 83(1986) POSITION- 47 23 37.61   (N) 093 04 40.08   (W)   HD_HELD1  
 SJ1251* NAVD 88 ORTHO HEIGHT -   446.644  (meters)    1465.36  (feet) POSTED    
 SJ1251  ______________________________________________________________________
 SJ1251  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 SJ1251  DYNAMIC HEIGHT  -        446.68  (meters)     1465.5   (feet) COMP
 SJ1251  MODELED GRAVITY -    980,680.5   (mgal)                       NAVD 88
 SJ1251
 SJ1251  VERT ORDER      -  * POSTED, Code C , SEE BELOW
 SJ1251
 SJ1251.The horizontal coordinates were established by differentially corrected
 SJ1251.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 SJ1251.
 SJ1251.The orthometric height was determined by differential leveling
 SJ1251.and adjusted by the  in 1992.
 SJ1251
 SJ1251.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 SJ1251.rate of 2.1 thru 3.0 mm/km.
 SJ1251
 SJ1251.The dynamic height is computed by dividing the NAVD 88
 SJ1251.geopotential number by the normal gravity value computed on the
 SJ1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SJ1251.degrees latitude (g = 980.6199 gals.).
 SJ1251
 SJ1251.The modeled gravity was interpolated from observed gravity values.
 SJ1251
 SJ1251;                    North         East    Units  Estimated Accuracy
 SJ1251;SPC MN N     -   199,364.8     801,675.9     MT  (+/- 3 meters HH1 GPS) 
 SJ1251
 SJ1251                          SUPERSEDED SURVEY CONTROL
 SJ1251
 SJ1251  NGVD 29 (??/??/92)  446.399  (m)         1464.56   (f) ADJ UNCH    1 2
 SJ1251
 SJ1251.Superseded values are not recommended for survey control.
 SJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SJ1251.See file dsdata.txt to determine how the superseded data were derived.
 SJ1251
 SJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN9412848927(NAD 83)
 SJ1251
 SJ1251_MARKER: DD = SURVEY DISK
 SJ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SJ1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SJ1251_STAMPING: NO 3116 D
 SJ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SJ1251+STABILITY: SURFACE MOTION
 SJ1251
 SJ1251  HISTORY     - Date     Condition        Report By
 SJ1251  HISTORY     - UNK      MONUMENTED       MNDT
 SJ1251  HISTORY     - 1948     GOOD             CGS
 SJ1251  HISTORY     - 1978     MARK NOT FOUND   MNDT
 SJ1251
 SJ1251                          STATION DESCRIPTION
 SJ1251
 SJ1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SJ1251'IN KEEWATIN.
 SJ1251'AT KEEWATIN, ALONG THE GREAT NORTHERN RAILWAY, ABOUT 0.1 MILE
 SJ1251'SOUTHWEST OF MILE POST 4, 118 YARDS SOUTHWEST OF THE SEMAPHORE IN
 SJ1251'FRONT OF THE STATION, 22.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 SJ1251'MAIN TRACK, 12.5 FEET SOUTHWEST OF A TELEPHONE POLE AND ABOUT 2 FEET
 SJ1251'NORTHWEST OF BEING IN LINE WITH THE ROW OF POLES, 151 FEET
 SJ1251'EAST-NORTHEAST AND ACROSS THE TRACKS FROM A SWITCH STAND, 2 FEET
 SJ1251'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND
 SJ1251'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 SJ1251
 SJ1251                          STATION RECOVERY (1978)
 SJ1251
 SJ1251'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 SJ1251'THE DESCRIBED AREA WAS CHECKED WITH A MAGNETIC LOCATOR.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7485 ***********************************************************************
 AI7485  DESIGNATION -  3117 A
 AI7485  PID         -  AI7485
 AI7485  STATE/COUNTY-  MN/ITASCA
 AI7485  COUNTRY     -  US
 AI7485  USGS QUAD   -  JESSIE LAKE (1996)
 AI7485
 AI7485                         *CURRENT SURVEY CONTROL
 AI7485  ______________________________________________________________________
 AI7485* NAD 83(2007) POSITION- 47 36 07.98519(N) 093 45 24.04092(W)   ADJUSTED  
 AI7485* NAD 83(2007) ELLIP HT-   383.729 (meters)        (06/13/11)   ADJUSTED
 AI7485* NAD 83(2007) EPOCH   -  2002.00
 AI7485* NAVD 88 ORTHO HEIGHT -   412.650  (meters)    1353.84  (feet) ADJUSTED  
 AI7485  ______________________________________________________________________
 AI7485  NAD 83(2007) X  -   -282,306.288 (meters)                     COMP
 AI7485  NAD 83(2007) Y  - -4,299,483.106 (meters)                     COMP
 AI7485  NAD 83(2007) Z  -  4,687,451.572 (meters)                     COMP
 AI7485  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC09
 AI7485  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 AI7485  DYNAMIC HEIGHT  -        412.707 (meters)     1354.02  (feet) COMP
 AI7485  MODELED GRAVITY -    980,739.3   (mgal)                       NAVD 88
 AI7485
 AI7485  HORZ ORDER      -  FIRST
 AI7485  VERT ORDER      -  SECOND    CLASS I
 AI7485  ELLP ORDER      -  FOURTH    CLASS I
 AI7485
 AI7485.The horizontal coordinates were established by GPS observations
 AI7485.and adjusted by the MN DEPT OF TRANSP in June 2011.
 AI7485
 AI7485.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7485.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7485
 AI7485.The horizontal coordinates are valid at the epoch date displayed above
 AI7485.which is a decimal equivalence of Year/Month/Day.
 AI7485
 AI7485.The orthometric height was determined by differential leveling and
 AI7485.adjusted in January 2001.
 AI7485
 AI7485.Photographs are available for this station.
 AI7485
 AI7485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7485
 AI7485.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7485
 AI7485.The ellipsoidal height was determined by GPS observations
 AI7485.and is referenced to NAD 83.
 AI7485
 AI7485.The dynamic height is computed by dividing the NAVD 88
 AI7485.geopotential number by the normal gravity value computed on the
 AI7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7485.degrees latitude (g = 980.6199 gals.).
 AI7485
 AI7485.The modeled gravity was interpolated from observed gravity values.
 AI7485
 AI7485. The following values were computed from the NAD 83(2007) position.
 AI7485
 AI7485;                    North         East     Units Scale Factor Converg.
 AI7485;SPC MN N     -   222,746.676   750,624.632   MT  0.99991106   -0 29 12.3
 AI7485;SPC MN N     -   730,794.72  2,462,674.31   sFT  0.99991106   -0 29 12.3
 AI7485;UTM  15      - 5,272,367.321   443,122.833   MT  0.99963975   -0 33 31.7
 AI7485
 AI7485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7485!SPC MN N     -   0.99993986  x   0.99991106  =   0.99985092
 AI7485!UTM  15      -   0.99993986  x   0.99963975  =   0.99957963
 AI7485
 AI7485                          SUPERSEDED SURVEY CONTROL
 AI7485
 AI7485  NAVD 88 (06/13/11)  412.65   (m)         1353.8    (f) LEVELING    3  
 AI7485
 AI7485.Superseded values are not recommended for survey control.
 AI7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7485.See file dsdata.txt to determine how the superseded data were derived.
 AI7485
 AI7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4312272367(NAD 83)
 AI7485
 AI7485_MARKER: DV = VERTICAL CONTROL DISK
 AI7485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7485_STAMPING: 3117 A 1990
 AI7485_MARK LOGO: MNDT  
 AI7485_PROJECTION: RECESSED 5 CENTIMETERS
 AI7485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7485+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 AI7485_ROD/PIPE-DEPTH: 16.8 meters
 AI7485
 AI7485  HISTORY     - Date     Condition        Report By
 AI7485  HISTORY     - 19900401 MONUMENTED       MNDT
 AI7485  HISTORY     - 20020205 GOOD             MNDT
 AI7485  HISTORY     - 20091028 GOOD             MNDT
 AI7485  HISTORY     - 20091028 GOOD             MNDT
 AI7485
 AI7485                          STATION DESCRIPTION
 AI7485
 AI7485'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI7485'THE MARK IS LOCATED ABOUT 3/4 MILE EAST OF THE CITY OF TALMOON, 0.85
 AI7485'MILE EAST ALONG TRUNK HIGHWAY 286 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AI7485'6 IN TALMOON, AT HIGHWAY 286 MILEPOINT 0.8, AND IS IN THE NE 1/4 OF
 AI7485'SECTION 15, T59N, R27W.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AI7485'CONTROL MONUMENT DISK STAMPED---3117 A 1990---, IS FORCED ONTO THE TOP
 AI7485'OF A DRIVEN 3/4 INCH DIAMETER BY 55 FOOT LONG ALUMINUM ALLOY ROD AND
 AI7485'IS 0.1 FOOT BELOW THE GROUND.  THE MARK IS 68.0 FEET SOUTH OF AND
 AI7485'ABOUT 4 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 286, 114.4 FEET
 AI7485'WEST-SOUTHWEST OF A POWER POLE, 2.0 FEET EAST OF A POWER POLE, AND 2.0
 AI7485'FEET NORTH OF A STEEL WITNESS POST.
 AI7485
 AI7485                          STATION RECOVERY (2002)
 AI7485
 AI7485'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 AI7485'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST OF SPRING
 AI7485'LAKE, 3.2 MI (5.1 KM) WEST-NORTHWEST OF MARCELL, 2.8 MI (4.5 KM) EAST
 AI7485'OF JESSIE LAKE AND 0.75 MI (1.2 KM) EAST OF TALMOON,
 AI7485' 
 AI7485'GO 0.9 MI (1.4 KM) EAST ON TRUNK HIGHWAY 286 FROM THE JUNCTION OF
 AI7485'TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 AT TALMOON, AT TRUNK HIGHWAY 286
 AI7485'MILE POINT 0.8,
 AI7485' 
 AI7485'68.0 FT (20.7 M) SOUTH OF TRUNK HIGHWAY 286, 2.8 FT (0.9 M) EAST OF
 AI7485'POWER POLE, 114.4 FT (34.9 M) WEST-SOUTHWEST OF POWER POLE, 2 FT (0.6
 AI7485'M) NORTH OF A WITNESS POST
 AI7485
 AI7485                          STATION RECOVERY (2009)
 AI7485
 AI7485'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7485'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AI7485'THE MARK IS 0.75 MILE EAST OF TALMOON, 0.9 MILE EAST ON TRUNK HIGHWAY
 AI7485'286 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 IN TALMOON,
 AI7485'AT TRUNK HIGHWAY 286 MILEPOINT 0.8, 68.0 FEET SOUTH OF TRUNK HIGHWAY
 AI7485'286, 114.4 FEET SOUTH-SOUTHEAST OF POWER POLE, 40.0 FEET EAST OF
 AI7485'ENTRANCE, 2.0 FEET NORTH OF WITNESS POST.
 AI7485
 AI7485                          STATION RECOVERY (2009)
 AI7485
 AI7485'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 AI7485'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7486 ***********************************************************************
 AI7486  DESIGNATION -  3117 B
 AI7486  PID         -  AI7486
 AI7486  STATE/COUNTY-  MN/ITASCA
 AI7486  COUNTRY     -  US
 AI7486  USGS QUAD   -  MARCELL (1996)
 AI7486
 AI7486                         *CURRENT SURVEY CONTROL
 AI7486  ______________________________________________________________________
 AI7486* NAD 83(1986) POSITION- 47 36 08.     (N) 093 44 58.     (W)   SCALED    
 AI7486* NAVD 88 ORTHO HEIGHT -   417.060  (meters)    1368.30  (feet) ADJUSTED  
 AI7486  ______________________________________________________________________
 AI7486  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 AI7486  DYNAMIC HEIGHT  -        417.119 (meters)     1368.50  (feet) COMP
 AI7486  MODELED GRAVITY -    980,739.0   (mgal)                       NAVD 88
 AI7486
 AI7486  VERT ORDER      -  SECOND    CLASS I
 AI7486
 AI7486.The horizontal coordinates were scaled from a topographic map and have
 AI7486.an estimated accuracy of +/- 6 seconds.
 AI7486.
 AI7486.The orthometric height was determined by differential leveling and
 AI7486.adjusted in January 2001.
 AI7486
 AI7486.The dynamic height is computed by dividing the NAVD 88
 AI7486.geopotential number by the normal gravity value computed on the
 AI7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7486.degrees latitude (g = 980.6199 gals.).
 AI7486
 AI7486.The modeled gravity was interpolated from observed gravity values.
 AI7486
 AI7486;                    North         East    Units  Estimated Accuracy
 AI7486;SPC MN N     -   222,740.      751,170.      MT  (+/- 180 meters Scaled)
 AI7486
 AI7486                          SUPERSEDED SURVEY CONTROL
 AI7486
 AI7486.No superseded survey control is available for this station.
 AI7486
 AI7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN436723(NAD 83)
 AI7486
 AI7486_MARKER: DV = VERTICAL CONTROL DISK
 AI7486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7486_STAMPING: 3117 B 1990
 AI7486_MARK LOGO: MNDT  
 AI7486_PROJECTION: FLUSH
 AI7486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7486+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2002
 AI7486_ROD/PIPE-DEPTH: 12.2 meters
 AI7486
 AI7486  HISTORY     - Date     Condition        Report By
 AI7486  HISTORY     - 1990     MONUMENTED       MNDT
 AI7486  HISTORY     - 20020205 GOOD             MNDT
 AI7486
 AI7486                          STATION DESCRIPTION
 AI7486
 AI7486'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI7486'THE MARK IS LOCATED ABOUT 1 MILE EAST OF THE CITY OF TALMOON, 1.15
 AI7486'MILES EAST ALONG TRUNK HIGHWAY 286 FROM ITS JUNCTION WITH TRUNK
 AI7486'HIGHWAY 6 IN TALMOON, AT HIGHWAY 286 MILEPOINT 1.15, AT T-ROAD NORTH
 AI7486'(COUNTY ROAD 252), AND IS IN THE NE 1/4 OF SECTION 15, T59N, R27W. THE
 AI7486'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AI7486'STAMPED---3117 B 1990---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH
 AI7486'DIAMETER BY 40 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AI7486'GROUND.  THE MARK IS 68.0 FEET SOUTH OF AND ABOUT 2 FEET HIGHER THAN
 AI7486'THE CENTERLINE OF HIGHWAY 286, 47.5 FEET WEST OF THE CENTER OF A FIELD
 AI7486'ENTRANCE, 24.7 FEET SOUTHWEST OF A WOODEN POLE, 2.5 FEET EAST OF A
 AI7486'POWER POLE, AND 1.3 FEET NORTH OF A STEEL WITNESS POST.
 AI7486
 AI7486                          STATION RECOVERY (2002)
 AI7486
 AI7486'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DH)
 AI7486'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF SPRING
 AI7486'LAKE, 3.2 MI (5.1 KM) EAST OF JESSIE LAKE, 2.8 MI (4.5 KM)
 AI7486'WEST-NORTHWEST OF MARCELL AND 1.0 MI (1.6 KM) EAST OF TALMOON,
 AI7486' 
 AI7486'GO 1.25 MI (2.0 KM) EAST ON TRUNK HIGHWAY 286 FROM THE JUNCTION OF
 AI7486'TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 AT TALMOON, AT TRUNK HIGHWAY 286
 AI7486'MILE POINT 1.15,
 AI7486' 
 AI7486'68.0 FT (20.7 M) SOUTH OF TRUNK HIGHWAY 286, 47.5 FT (14.5 M) WEST OF
 AI7486'A FIELD ENTRANCE AND COUNTY ROAD 252 EXTENDED, 24.7 FT (7.5 M)
 AI7486'SOUTHWEST OF WOODEN POLE, 2.5 FT (0.8 M) EAST OF POWER POLE, 1.3 FT
 AI7486'(0.4 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7487 ***********************************************************************
 AI7487  DESIGNATION -  3117 C
 AI7487  PID         -  AI7487
 AI7487  STATE/COUNTY-  MN/ITASCA
 AI7487  COUNTRY     -  US
 AI7487  USGS QUAD   -  MARCELL (1996)
 AI7487
 AI7487                         *CURRENT SURVEY CONTROL
 AI7487  ______________________________________________________________________
 AI7487* NAD 83(1986) POSITION- 47 36 12.     (N) 093 44 02.     (W)   SCALED    
 AI7487* NAVD 88 ORTHO HEIGHT -   415.906  (meters)    1364.52  (feet) ADJUSTED  
 AI7487  ______________________________________________________________________
 AI7487  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 AI7487  DYNAMIC HEIGHT  -        415.964 (meters)     1364.71  (feet) COMP
 AI7487  MODELED GRAVITY -    980,738.9   (mgal)                       NAVD 88
 AI7487
 AI7487  VERT ORDER      -  SECOND    CLASS I
 AI7487
 AI7487.The horizontal coordinates were scaled from a topographic map and have
 AI7487.an estimated accuracy of +/- 6 seconds.
 AI7487.
 AI7487.The orthometric height was determined by differential leveling and
 AI7487.adjusted in January 2001.
 AI7487
 AI7487.The dynamic height is computed by dividing the NAVD 88
 AI7487.geopotential number by the normal gravity value computed on the
 AI7487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7487.degrees latitude (g = 980.6199 gals.).
 AI7487
 AI7487.The modeled gravity was interpolated from observed gravity values.
 AI7487
 AI7487;                    North         East    Units  Estimated Accuracy
 AI7487;SPC MN N     -   222,860.      752,340.      MT  (+/- 180 meters Scaled)
 AI7487
 AI7487                          SUPERSEDED SURVEY CONTROL
 AI7487
 AI7487.No superseded survey control is available for this station.
 AI7487
 AI7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN448724(NAD 83)
 AI7487
 AI7487_MARKER: DV = VERTICAL CONTROL DISK
 AI7487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7487_STAMPING: 3117 C 1990
 AI7487_MARK LOGO: MNDT  
 AI7487_PROJECTION: FLUSH
 AI7487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7487+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI7487_ROD/PIPE-DEPTH:  9.1 meters
 AI7487
 AI7487  HISTORY     - Date     Condition        Report By
 AI7487  HISTORY     - 1990     MONUMENTED       MNDT
 AI7487
 AI7487                          STATION DESCRIPTION
 AI7487
 AI7487'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI7487'THE MARK IS LOCATED ABOUT 2 MILES EAST OF THE CITY OF TALMOON, 1.9
 AI7487'MILES EAST ALONG TRUNK HIGHWAY 286 FROM ITS JUNCTION WITH TRUNK
 AI7487'HIGHWAY 6 IN TALMOON, AT HIGHWAY 286 MILEPOINT 1.9, AND IS IN THE SE
 AI7487'1/4 OF SECTION 11, T59N, R27W.  THE MARK, A STANDARD MAGNETIC MNDT
 AI7487'VERTICAL CONTROL MONUMENT DISK STAMPED---3117 C 1990---, IS FORCED
 AI7487'ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM
 AI7487'ALLOY ROD AND IS FLUSH WITH THE GROUND.  THE MARK IS 49.5 FEET NORTH
 AI7487'OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 286, 11.2
 AI7487'FEET SOUTH-SOUTHEAST OF A POWER POLE, 2.9 FEET EAST OF A POWER POLE,
 AI7487'AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8133 ***********************************************************************
 DM8133  DESIGNATION -  3117 C RESET
 DM8133  PID         -  DM8133
 DM8133  STATE/COUNTY-  MN/ITASCA
 DM8133  COUNTRY     -  US
 DM8133  USGS QUAD   -  MARCELL (1996)
 DM8133
 DM8133                         *CURRENT SURVEY CONTROL
 DM8133  ______________________________________________________________________
 DM8133* NAD 83(2007) POSITION- 47 36 09.28840(N) 093 44 00.98221(W)   ADJUSTED  
 DM8133* NAD 83(2007) ELLIP HT-   386.930 (meters)        (06/13/11)   ADJUSTED
 DM8133* NAD 83(2007) EPOCH   -  2002.00
 DM8133* NAVD 88 ORTHO HEIGHT -   415.862  (meters)    1364.37  (feet) ADJUSTED  
 DM8133  ______________________________________________________________________
 DM8133  NAD 83(2007) X  -   -280,573.155 (meters)                     COMP
 DM8133  NAD 83(2007) Y  - -4,299,568.929 (meters)                     COMP
 DM8133  NAD 83(2007) Z  -  4,687,481.076 (meters)                     COMP
 DM8133  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC09
 DM8133  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 DM8133  DYNAMIC HEIGHT  -        415.920 (meters)     1364.56  (feet) COMP
 DM8133  MODELED GRAVITY -    980,738.9   (mgal)                       NAVD 88
 DM8133
 DM8133  HORZ ORDER      -  FIRST
 DM8133  VERT ORDER      -  SECOND    CLASS I
 DM8133  ELLP ORDER      -  FOURTH    CLASS I
 DM8133
 DM8133.The horizontal coordinates were established by GPS observations
 DM8133.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8133
 DM8133.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8133.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8133
 DM8133.The horizontal coordinates are valid at the epoch date displayed above
 DM8133.which is a decimal equivalence of Year/Month/Day.
 DM8133
 DM8133.The orthometric height was determined by differential leveling and
 DM8133.adjusted in June 2012.
 DM8133
 DM8133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8133
 DM8133.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8133
 DM8133.The ellipsoidal height was determined by GPS observations
 DM8133.and is referenced to NAD 83.
 DM8133
 DM8133.The dynamic height is computed by dividing the NAVD 88
 DM8133.geopotential number by the normal gravity value computed on the
 DM8133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8133.degrees latitude (g = 980.6199 gals.).
 DM8133
 DM8133.The modeled gravity was interpolated from observed gravity values.
 DM8133
 DM8133. The following values were computed from the NAD 83(2007) position.
 DM8133
 DM8133;                    North         East     Units Scale Factor Converg.
 DM8133;SPC MN N     -   222,772.441   752,359.687   MT  0.99991104   -0 28 10.7
 DM8133;SPC MN N     -   730,879.25  2,468,366.74   sFT  0.99991104   -0 28 10.7
 DM8133;UTM  15      - 5,272,390.896   444,857.446   MT  0.99963737   -0 32 30.4
 DM8133
 DM8133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8133!SPC MN N     -   0.99993936  x   0.99991104  =   0.99985040
 DM8133!UTM  15      -   0.99993936  x   0.99963737  =   0.99957675
 DM8133
 DM8133                          SUPERSEDED SURVEY CONTROL
 DM8133
 DM8133  NAVD 88 (06/13/11)  415.86   (m)         1364.4    (f) LEVELING    3  
 DM8133
 DM8133.Superseded values are not recommended for survey control.
 DM8133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8133.See file dsdata.txt to determine how the superseded data were derived.
 DM8133
 DM8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4485772390(NAD 83)
 DM8133
 DM8133_MARKER: I = METAL ROD
 DM8133_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8133_STAMPING: 3117 C RESET 2009
 DM8133_MARK LOGO: MNDT  
 DM8133_PROJECTION: RECESSED 5 CENTIMETERS
 DM8133_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8133+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2009
 DM8133_ROD/PIPE-DEPTH:  9.1 meters
 DM8133
 DM8133  HISTORY     - Date     Condition        Report By
 DM8133  HISTORY     - 20091028 MONUMENTED       MNDT
 DM8133  HISTORY     - 20091028 GOOD             MNDT
 DM8133
 DM8133                          STATION DESCRIPTION
 DM8133
 DM8133'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8133'THE MARK IS 2.0 MILES EAST OF TALMOON, 1.9 MILES EAST ON TRUNK HIGHWAY
 DM8133'286 FROM JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 286 IN TALMOON,
 DM8133'49.5 FEET NORTH OF TRUNK HIGHWAY 286, AT TRUNK HIGHWAY 286 MILEPOINT
 DM8133'1.9, 2.9 FEET EAST OF POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
 DM8133
 DM8133                          STATION RECOVERY (2009)
 DM8133
 DM8133'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (GC)
 DM8133'RECOVERED AS DESCRIBED.
 DM8133' 
 DM8133'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8133'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8133'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8133'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8134 ***********************************************************************
 DM8134  DESIGNATION -  3117 D
 DM8134  PID         -  DM8134
 DM8134  STATE/COUNTY-  MN/ITASCA
 DM8134  COUNTRY     -  US
 DM8134  USGS QUAD   -  MARCELL (1996)
 DM8134
 DM8134                         *CURRENT SURVEY CONTROL
 DM8134  ______________________________________________________________________
 DM8134* NAD 83(2007) POSITION- 47 35 53.15879(N) 093 42 03.74361(W)   ADJUSTED  
 DM8134* NAD 83(2007) ELLIP HT-   391.415 (meters)        (06/13/11)   ADJUSTED
 DM8134* NAD 83(2007) EPOCH   -  2002.00
 DM8134* NAVD 88 ORTHO HEIGHT -   420.416  (meters)    1379.31  (feet) ADJUSTED  
 DM8134  ______________________________________________________________________
 DM8134  NAD 83(2007) X  -   -278,153.225 (meters)                     COMP
 DM8134  NAD 83(2007) Y  - -4,300,097.844 (meters)                     COMP
 DM8134  NAD 83(2007) Z  -  4,687,148.468 (meters)                     COMP
 DM8134  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC09
 DM8134  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 DM8134  DYNAMIC HEIGHT  -        420.475 (meters)     1379.51  (feet) COMP
 DM8134  MODELED GRAVITY -    980,737.7   (mgal)                       NAVD 88
 DM8134
 DM8134  HORZ ORDER      -  FIRST
 DM8134  VERT ORDER      -  SECOND    CLASS I
 DM8134  ELLP ORDER      -  FOURTH    CLASS I
 DM8134
 DM8134.The horizontal coordinates were established by GPS observations
 DM8134.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8134
 DM8134.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8134.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8134
 DM8134.The horizontal coordinates are valid at the epoch date displayed above
 DM8134.which is a decimal equivalence of Year/Month/Day.
 DM8134
 DM8134.The orthometric height was determined by differential leveling and
 DM8134.adjusted in June 2012.
 DM8134
 DM8134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8134
 DM8134.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8134
 DM8134.The ellipsoidal height was determined by GPS observations
 DM8134.and is referenced to NAD 83.
 DM8134
 DM8134.The dynamic height is computed by dividing the NAVD 88
 DM8134.geopotential number by the normal gravity value computed on the
 DM8134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8134.degrees latitude (g = 980.6199 gals.).
 DM8134
 DM8134.The modeled gravity was interpolated from observed gravity values.
 DM8134
 DM8134. The following values were computed from the NAD 83(2007) position.
 DM8134
 DM8134;                    North         East     Units Scale Factor Converg.
 DM8134;SPC MN N     -   222,254.797   754,804.394   MT  0.99991135   -0 26 43.8
 DM8134;SPC MN N     -   729,180.95  2,476,387.42   sFT  0.99991135   -0 26 43.8
 DM8134;UTM  15      - 5,271,870.318   447,300.826   MT  0.99963413   -0 31 03.7
 DM8134
 DM8134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8134!SPC MN N     -   0.99993865  x   0.99991135  =   0.99985001
 DM8134!UTM  15      -   0.99993865  x   0.99963413  =   0.99957281
 DM8134
 DM8134                          SUPERSEDED SURVEY CONTROL
 DM8134
 DM8134  NAVD 88 (06/13/11)  420.42   (m)         1379.3    (f) LEVELING    3  
 DM8134
 DM8134.Superseded values are not recommended for survey control.
 DM8134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM8134.See file dsdata.txt to determine how the superseded data were derived.
 DM8134
 DM8134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN4730071870(NAD 83)
 DM8134
 DM8134_MARKER: I = METAL ROD
 DM8134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM8134_STAMPING: 3117 D 2009
 DM8134_MARK LOGO: MNDT  
 DM8134_PROJECTION: RECESSED 5 CENTIMETERS
 DM8134_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM8134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8134+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2009
 DM8134_ROD/PIPE-DEPTH:  7.6 meters
 DM8134
 DM8134  HISTORY     - Date     Condition        Report By
 DM8134  HISTORY     - 20091104 MONUMENTED       MNDT
 DM8134  HISTORY     - 20091104 GOOD             MNDT
 DM8134
 DM8134                          STATION DESCRIPTION
 DM8134
 DM8134'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM8134'THE MARK IS 1.0 MILE NORTHWEST OF MARCELL, 0.65 MILE NORTHWEST ALONG
 DM8134'TRUNK HIGHWAY 286 FROM JUNCTION OF TRUNK HIGHWAY 286 AND TRUNK HIGHWAY
 DM8134'38 IN MARCELL, AT TRUNK HIGHWAY 286 MILEPOINT 3.65, 42.4 FEET WEST OF
 DM8134'TRUNK HIGHWAY 286, 11.8 FEET EAST OF FENCE LINE, 3.8 FEET EAST OF
 DM8134'WITNESS POST.
 DM8134
 DM8134                          STATION RECOVERY (2009)
 DM8134
 DM8134'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (GC)
 DM8134'RECOVERED AS DESCRIBED.
 DM8134' 
 DM8134'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM8134'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM8134'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM8134'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0157 ***********************************************************************
 RO0157  DESIGNATION -  312/2 BOLT
 RO0157  PID         -  RO0157
 RO0157  STATE/COUNTY-  MN/CROW WING
 RO0157  COUNTRY     -  US
 RO0157  USGS QUAD   -  BRAINERD (1994)
 RO0157
 RO0157                         *CURRENT SURVEY CONTROL
 RO0157  ______________________________________________________________________
 RO0157* NAD 83(1986) POSITION- 46 19 17.     (N) 094 14 52.     (W)   SCALED    
 RO0157* NAVD 88 ORTHO HEIGHT -   363.22   (+/-2cm)    1191.7   (feet) VERTCON   
 RO0157  ______________________________________________________________________
 RO0157  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 RO0157  VERT ORDER      -  ? (See Below)
 RO0157
 RO0157.The horizontal coordinates were scaled from a topographic map and have
 RO0157.an estimated accuracy of +/- 6 seconds.
 RO0157.
 RO0157.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0157
 RO0157.The vertical order pertains to the NGVD 29 superseded value.
 RO0157
 RO0157;                    North         East    Units  Estimated Accuracy
 RO0157;SPC MN C     -   246,870.      800,170.      MT  (+/- 180 meters Scaled)
 RO0157
 RO0157                          SUPERSEDED SURVEY CONTROL
 RO0157
 RO0157  NGVD 29 (??/??/92)  363.035  (m)         1191.06   (f) ADJ UNCH       
 RO0157
 RO0157.Superseded values are not recommended for survey control.
 RO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0157.See file dsdata.txt to determine how the superseded data were derived.
 RO0157
 RO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM039305(NAD 83)
 RO0157
 RO0157_MARKER: B = BOLT
 RO0157_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0157_SP_SET: TILE
 RO0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0157
 RO0157  HISTORY     - Date     Condition        Report By
 RO0157  HISTORY     - UNK      MONUMENTED       MRC
 RO0157  HISTORY     - 1934     GOOD             CGS
 RO0157  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0157
 RO0157                          STATION DESCRIPTION
 RO0157
 RO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0157'3.5 MI S FROM BRAINERD.
 RO0157'3-1/2 MILES DOWNSTREAM ALONG THE LEFT BANK FROM THE RAILROAD BRIDGE
 RO0157'OVER MISSISSIPPI RIVER AT BRAINERD, 1-1/2 MILES NORTH (AIR LINE) OF
 RO0157'BARROWS, IN SEC. 3, T 44 N, R 31 W, ABOUT 300 FEET DOWNSTREAM FROM THE
 RO0157'BUFFALO CREEK, OPPOSITE THE UPPER END OF AN ISLAND, ON THE TOP OF THE
 RO0157'LEFT BANK OF THE RIVER, 30 YARDS BACK FROM THE WATERS EDGE, AND IN THE
 RO0157'OPEN.  IN 1898 THE MARK WAS REFERENCED BY THE FOLLOWING BLAZED TREES--
 RO0157'8-INCH JACK PINE, 19 FEET DISTANT IN AZIMUTH 85 DEGREES. 8-INCH JACK
 RO0157'PINE, 16 FEET DISTANT IN AZIMUTH 291 DEGREES.  AND 10-INCH JACK PINE,
 RO0157'13 FEET DISTANT IN AZIMUTH 344 DEGREES.  THE TOP OF A COPPER BOLT
 RO0157'LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD
 RO0157'THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 RO0157'STANDARD CAP AND PROJECTING ABOUT 1 FOOT ABOVE GROUND. NOTE--
 RO0157'REFERENCE IS FROM MOUTH OF BUFFALO CREEK.
 RO0157
 RO0157                          STATION RECOVERY (1973)
 RO0157
 RO0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0156 ***********************************************************************
 RO0156  DESIGNATION -  312/2 CAP
 RO0156  PID         -  RO0156
 RO0156  STATE/COUNTY-  MN/CROW WING
 RO0156  COUNTRY     -  US
 RO0156  USGS QUAD   -  BRAINERD (1994)
 RO0156
 RO0156                         *CURRENT SURVEY CONTROL
 RO0156  ______________________________________________________________________
 RO0156* NAD 83(1986) POSITION- 46 19 17.     (N) 094 14 52.     (W)   SCALED    
 RO0156* NAVD 88 ORTHO HEIGHT -   364.43   (+/-2cm)    1195.6   (feet) VERTCON   
 RO0156  ______________________________________________________________________
 RO0156  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 RO0156  VERT ORDER      -  ? (See Below)
 RO0156
 RO0156.The horizontal coordinates were scaled from a topographic map and have
 RO0156.an estimated accuracy of +/- 6 seconds.
 RO0156.
 RO0156.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0156
 RO0156.The vertical order pertains to the NGVD 29 superseded value.
 RO0156
 RO0156;                    North         East    Units  Estimated Accuracy
 RO0156;SPC MN C     -   246,870.      800,170.      MT  (+/- 180 meters Scaled)
 RO0156
 RO0156                          SUPERSEDED SURVEY CONTROL
 RO0156
 RO0156  NGVD 29 (??/??/92)  364.244  (m)         1195.02   (f) ADJ UNCH       
 RO0156
 RO0156.Superseded values are not recommended for survey control.
 RO0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0156.See file dsdata.txt to determine how the superseded data were derived.
 RO0156
 RO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM039305(NAD 83)
 RO0156
 RO0156_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0156_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0156_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0156
 RO0156  HISTORY     - Date     Condition        Report By
 RO0156  HISTORY     - UNK      MONUMENTED       MRC
 RO0156  HISTORY     - 1934     GOOD             CGS
 RO0156  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0156
 RO0156                          STATION DESCRIPTION
 RO0156
 RO0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0156'3.5 MI S FROM BRAINERD.
 RO0156'3-1/2 MILES DOWNSTREAM ALONG THE LEFT BANK FROM THE RAILROAD BRIDGE
 RO0156'OVER MISSISSIPPI RIVER AT BRAINERD, 1-1/2 MILES NORTH (AIR LINE) OF
 RO0156'BARROWS, IN SEC. 3, T 44 N, R 31 W, ABOUT 300 FEET DOWNSTREAM FROM THE
 RO0156'BUFFALO CREEK, OPPOSITE THE UPPER END OF AN ISLAND, ON THE TOP OF THE
 RO0156'LEFT BANK OF THE RIVER, 30 YARDS BACK FROM THE WATERS EDGE, AND IN THE
 RO0156'OPEN.  IN 1898 THE MARK WAS REFERENCED BY THE FOLLOWING BLAZED TREES--
 RO0156'8-INCH JACK PINE, 19 FEET DISTANT IN AZIMUTH 85 DEGREES. 8-INCH JACK
 RO0156'PINE, 16 FEET DISTANT IN AZIMUTH 291 DEGREES.  AND 10-INCH JACK PINE,
 RO0156'13 FEET DISTANT IN AZIMUTH 344 DEGREES.  A 4-INCH IRON PIPE BEARING A
 RO0156'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT
 RO0156'ABOVE GROUND.  NOTE-- REFERENCE IS FROM MOUTH OF BUFFALO CREEK.
 RO0156
 RO0156                          STATION RECOVERY (1973)
 RO0156
 RO0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0158 ***********************************************************************
 RO0158  DESIGNATION -  313/2 CAP
 RO0158  PID         -  RO0158
 RO0158  STATE/COUNTY-  MN/CROW WING
 RO0158  COUNTRY     -  US
 RO0158  USGS QUAD   -  BRAINERD (1994)
 RO0158
 RO0158                         *CURRENT SURVEY CONTROL
 RO0158  ______________________________________________________________________
 RO0158* NAD 83(1986) POSITION- 46 21 01.     (N) 094 12 20.     (W)   SCALED    
 RO0158* NAVD 88 ORTHO HEIGHT -   371.72   (+/-2cm)    1219.6   (feet) VERTCON   
 RO0158  ______________________________________________________________________
 RO0158  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 RO0158  VERT ORDER      -  ? (See Below)
 RO0158
 RO0158.The horizontal coordinates were scaled from a topographic map and have
 RO0158.an estimated accuracy of +/- 6 seconds.
 RO0158.
 RO0158.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0158
 RO0158.The vertical order pertains to the NGVD 29 superseded value.
 RO0158
 RO0158;                    North         East    Units  Estimated Accuracy
 RO0158;SPC MN C     -   250,080.      803,420.      MT  (+/- 180 meters Scaled)
 RO0158
 RO0158                          SUPERSEDED SURVEY CONTROL
 RO0158
 RO0158  NGVD 29 (??/??/92)  371.523  (m)         1218.91   (f) ADJ UNCH       
 RO0158
 RO0158.Superseded values are not recommended for survey control.
 RO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0158.See file dsdata.txt to determine how the superseded data were derived.
 RO0158
 RO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM072336(NAD 83)
 RO0158
 RO0158_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0158_STAMPING: 1219
 RO0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0158
 RO0158  HISTORY     - Date     Condition        Report By
 RO0158  HISTORY     - UNK      MONUMENTED       MRC
 RO0158  HISTORY     - 1934     GOOD             CGS
 RO0158
 RO0158                          STATION DESCRIPTION
 RO0158
 RO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0158'IN BRAINERD.
 RO0158'AT BRAINERD, CROW WING COUNTY, ABOUT 660 YARDS DOWNSTREAM ALONG THE
 RO0158'LEFT BANK FROM THE LOWER BRIDGE OVER MISSISSIPPI RIVER, ABOUT 330
 RO0158'YARDS BACK FROM THE RIVER BANK, AT THE INTERSECTION OF THIRD AVENUE
 RO0158'AND QUINCE STREET, 84.5 FEET WEST OF A FIRE HYDRANT AT THE SOUTHEAST
 RO0158'CORNER OF THE INTERSECTION, 76 FEET NORTH OF A 2-1/2-FOOT COTTONWOOD
 RO0158'TREE, 28 FEET WEST OF A ROW OF POLES, 5 YARDS NORTH OF THE SOUTH LINE
 RO0158'OF QUINCE STREET, AND ABOUT 1 YARD NORTHWEST OF THE NORTHEAST CORNER
 RO0158'OF A LOT OWNED IN 1898 BY GEORGE SARGENT.  A 4-INCH IRON PIPE
 RO0158'PROJECTING ABOUT 15 INCHES ABOVE GROUND AND BEARING A MISSISSIPPI
 RO0158'RIVER COMMISSION STANDARD CAP, STAMPED 1219.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0169 ***********************************************************************
 RO0169  DESIGNATION -  314/2 BOLT
 RO0169  PID         -  RO0169
 RO0169  STATE/COUNTY-  MN/CROW WING
 RO0169  COUNTRY     -  US
 RO0169  USGS QUAD   -  MERRIFIELD (1994)
 RO0169
 RO0169                         *CURRENT SURVEY CONTROL
 RO0169  ______________________________________________________________________
 RO0169* NAD 83(1986) POSITION- 46 22 46.     (N) 094 10 43.     (W)   SCALED    
 RO0169* NAVD 88 ORTHO HEIGHT -   367.34   (+/-2cm)    1205.2   (feet) VERTCON   
 RO0169  ______________________________________________________________________
 RO0169  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 RO0169  VERT ORDER      -  ? (See Below)
 RO0169
 RO0169.The horizontal coordinates were scaled from a topographic map and have
 RO0169.an estimated accuracy of +/- 6 seconds.
 RO0169.
 RO0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0169
 RO0169.The vertical order pertains to the NGVD 29 superseded value.
 RO0169
 RO0169;                    North         East    Units  Estimated Accuracy
 RO0169;SPC MN C     -   253,320.      805,490.      MT  (+/- 180 meters Scaled)
 RO0169
 RO0169                          SUPERSEDED SURVEY CONTROL
 RO0169
 RO0169  NGVD 29 (??/??/92)  367.148  (m)         1204.55   (f) ADJ UNCH       
 RO0169
 RO0169.Superseded values are not recommended for survey control.
 RO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0169.See file dsdata.txt to determine how the superseded data were derived.
 RO0169
 RO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM093368(NAD 83)
 RO0169
 RO0169_MARKER: B = BOLT
 RO0169_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0169_SP_SET: TILE
 RO0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0169
 RO0169  HISTORY     - Date     Condition        Report By
 RO0169  HISTORY     - UNK      MONUMENTED       MRC
 RO0169  HISTORY     - 1964     GOOD             CGS
 RO0169
 RO0169                          STATION DESCRIPTION
 RO0169
 RO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RO0169'IN BRAINERD.
 RO0169'IN THE NORTHEAST PART OF BRAINERD, ON THE LEFT BANK OF MISSISSIPPI
 RO0169'RIVER, 75 FEET WEST OF THE CENTERLINE OF MILL AVENUE (STATE AID ROAD
 RO0169'3), 37 FEET NORTHWEST OF A FENCE, 12-1/2 FEET TOWARD THE RIVER FROM
 RO0169'THE RIVER RAIL OF A SPUR TRACK, AND 2 FEET BACK FROM THE RIVER BANK.
 RO0169'THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT 4 FEET UNDERGROUND,
 RO0169'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 RO0169'MISSISSIPPI RIVER COMMISSION STANDARD CAP ABOUT FLUSH WITH THE GROUND.
 RO0169'NOTE-- THERE HAS BEEN GRADING BY HEAVY MACHINERY IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0168 ***********************************************************************
 RO0168  DESIGNATION -  314/2 CAP
 RO0168  PID         -  RO0168
 RO0168  STATE/COUNTY-  MN/CROW WING
 RO0168  COUNTRY     -  US
 RO0168  USGS QUAD   -  MERRIFIELD (1994)
 RO0168
 RO0168                         *CURRENT SURVEY CONTROL
 RO0168  ______________________________________________________________________
 RO0168* NAD 83(1986) POSITION- 46 22 46.     (N) 094 10 43.     (W)   SCALED    
 RO0168* NAVD 88 ORTHO HEIGHT -   368.55   (+/-2cm)    1209.2   (feet) VERTCON   
 RO0168  ______________________________________________________________________
 RO0168  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 RO0168  VERT ORDER      -  ? (See Below)
 RO0168
 RO0168.The horizontal coordinates were scaled from a topographic map and have
 RO0168.an estimated accuracy of +/- 6 seconds.
 RO0168.
 RO0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0168
 RO0168.The vertical order pertains to the NGVD 29 superseded value.
 RO0168
 RO0168;                    North         East    Units  Estimated Accuracy
 RO0168;SPC MN C     -   253,320.      805,490.      MT  (+/- 180 meters Scaled)
 RO0168
 RO0168                          SUPERSEDED SURVEY CONTROL
 RO0168
 RO0168  NGVD 29 (??/??/92)  368.356  (m)         1208.51   (f) ADJ UNCH       
 RO0168
 RO0168.Superseded values are not recommended for survey control.
 RO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0168.See file dsdata.txt to determine how the superseded data were derived.
 RO0168
 RO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM093368(NAD 83)
 RO0168
 RO0168_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0168
 RO0168  HISTORY     - Date     Condition        Report By
 RO0168  HISTORY     - UNK      MONUMENTED       MRC
 RO0168  HISTORY     - 1964     MARK NOT FOUND   CGS
 RO0168
 RO0168                          STATION DESCRIPTION
 RO0168
 RO0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RO0168'IN BRAINERD.
 RO0168'IN THE NORTHEAST PART OF BRAINERD, ON THE LEFT BANK OF MISSISSIPPI
 RO0168'RIVER, 75 FEET WEST OF THE CENTERLINE OF MILL AVENUE (STATE AID ROAD
 RO0168'3), 37 FEET NORTHWEST OF A FENCE, 12-1/2 FEET TOWARD THE RIVER FROM
 RO0168'THE RIVER RAIL OF A SPUR TRACK, AND 2 FEET BACK FROM THE RIVER BANK. A
 RO0168'4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP
 RO0168'ABOUT FLUSH WITH THE GROUND.  NOTE-- THERE HAS BEEN GRADING BY HEAVY
 RO0168'MACHINERY IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0171 ***********************************************************************
 RO0171  DESIGNATION -  315/2 BOLT
 RO0171  PID         -  RO0171
 RO0171  STATE/COUNTY-  MN/CROW WING
 RO0171  COUNTRY     -  US
 RO0171  USGS QUAD   -  MERRIFIELD (1994)
 RO0171
 RO0171                         *CURRENT SURVEY CONTROL
 RO0171  ______________________________________________________________________
 RO0171* NAD 83(1986) POSITION- 46 25 08.     (N) 094 08 35.     (W)   SCALED    
 RO0171* NAVD 88 ORTHO HEIGHT -   370.43   (+/-2cm)    1215.3   (feet) VERTCON   
 RO0171  ______________________________________________________________________
 RO0171  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 RO0171  VERT ORDER      -  ? (See Below)
 RO0171
 RO0171.The horizontal coordinates were scaled from a topographic map and have
 RO0171.an estimated accuracy of +/- 6 seconds.
 RO0171.
 RO0171.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0171
 RO0171.The vertical order pertains to the NGVD 29 superseded value.
 RO0171
 RO0171;                    North         East    Units  Estimated Accuracy
 RO0171;SPC MN C     -   257,710.      808,220.      MT  (+/- 180 meters Scaled)
 RO0171
 RO0171                          SUPERSEDED SURVEY CONTROL
 RO0171
 RO0171  NGVD 29 (??/??/92)  370.243  (m)         1214.71   (f) ADJ UNCH       
 RO0171
 RO0171.Superseded values are not recommended for survey control.
 RO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0171.See file dsdata.txt to determine how the superseded data were derived.
 RO0171
 RO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM121412(NAD 83)
 RO0171
 RO0171_MARKER: B = BOLT
 RO0171_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0171_SP_SET: TILE
 RO0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0171
 RO0171  HISTORY     - Date     Condition        Report By
 RO0171  HISTORY     - UNK      MONUMENTED       MRC
 RO0171  HISTORY     - 1964     GOOD             CGS
 RO0171
 RO0171                          STATION DESCRIPTION
 RO0171
 RO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RO0171'3 MI N FROM BRAINERD.
 RO0171'3 MILES UPSTREAM ALONG THE MISSISSIPPI RIVER FROM THE MILL AVENUE
 RO0171'BRIDGE AT BRAINERD, ABOUT 3/4 MILE UPSTREAM ALONG THE LEFT BANK FROM A
 RO0171'NARROWING IN THE RIVER KNOWN AS FRENCH RAPIDS, 0.1 MILE NORTH OF THE
 RO0171'SOUTH LINE OF SEC. 33, T 46 N, R 30 W, ABOUT 700 FEET UPSTREAM FROM A
 RO0171'VERY HIGH RIDGE ENDING ABRUPTLY AT THE RIVER, DIRECTLY BACK OF A LONG
 RO0171'NARROW POINT, 200 FEET BACK FROM THE WATER AT THE LOWER SIDE OF THE
 RO0171'POINT, AND ON A RIDGE BARE OF TREES AND 44 FEET HIGHER THAN THE WATER.
 RO0171'THE TOP OF A COPPER BOLT LEADED IN A TILE 3-1/2 FEET UNDERGROUND,
 RO0171'ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE BEARING A
 RO0171'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 1/2
 RO0171'FOOT ABOVE GROUND.  NOTE-- PROBABLY LOST DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0170 ***********************************************************************
 RO0170  DESIGNATION -  315/2 CAP
 RO0170  PID         -  RO0170
 RO0170  STATE/COUNTY-  MN/CROW WING
 RO0170  COUNTRY     -  US
 RO0170  USGS QUAD   -  MERRIFIELD (1994)
 RO0170
 RO0170                         *CURRENT SURVEY CONTROL
 RO0170  ______________________________________________________________________
 RO0170* NAD 83(1986) POSITION- 46 25 07.     (N) 094 08 35.     (W)   SCALED    
 RO0170* NAVD 88 ORTHO HEIGHT -   371.65   (+/-2cm)    1219.3   (feet) VERTCON   
 RO0170  ______________________________________________________________________
 RO0170  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 RO0170  VERT ORDER      -  ? (See Below)
 RO0170
 RO0170.The horizontal coordinates were scaled from a topographic map and have
 RO0170.an estimated accuracy of +/- 6 seconds.
 RO0170.
 RO0170.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0170
 RO0170.The vertical order pertains to the NGVD 29 superseded value.
 RO0170
 RO0170;                    North         East    Units  Estimated Accuracy
 RO0170;SPC MN C     -   257,680.      808,220.      MT  (+/- 180 meters Scaled)
 RO0170
 RO0170                          SUPERSEDED SURVEY CONTROL
 RO0170
 RO0170  NGVD 29 (??/??/92)  371.457  (m)         1218.69   (f) ADJ UNCH       
 RO0170
 RO0170.Superseded values are not recommended for survey control.
 RO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0170.See file dsdata.txt to determine how the superseded data were derived.
 RO0170
 RO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM121411(NAD 83)
 RO0170
 RO0170_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0170
 RO0170  HISTORY     - Date     Condition        Report By
 RO0170  HISTORY     - UNK      MONUMENTED       MRC
 RO0170  HISTORY     - 1964     GOOD             CGS
 RO0170
 RO0170                          STATION DESCRIPTION
 RO0170
 RO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RO0170'3 MI N FROM BRAINERD.
 RO0170'3 MILES UPSTREAM ALONG THE MISSISSIPPI RIVER FROM THE MILL AVENUE
 RO0170'BRIDGE AT BRAINERD, ABOUT 3/4 MILE UPSTREAM ALONG THE LEFT BANK FROM A
 RO0170'NARROWING IN THE RIVER KNOWN AS FRENCH RAPIDS, 0.1 MILE NORTH OF THE
 RO0170'SOUTH LINE OF SEC. 33, T 46 N, R 30 W, ABOUT 700 FEET UPSTREAM FROM A
 RO0170'VERY HIGH RIDGE ENDING ABRUPTLY AT THE RIVER, DIRECTLY BACK OF A LONG
 RO0170'NARROW POINT, 200 FEET BACK FROM THE WATER AT THE LOWER SIDE OF THE
 RO0170'POINT, AND ON A RIDGE BARE OF TREES AND 44 FEET HIGHER THAN THE WATER.
 RO0170'A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD
 RO0170'CAP AND PROJECTING ABOUT 1/2 FOOT ABOVE GROUND.  NOTE-- PROBABLY LOST
 RO0170'DURING ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0177 ***********************************************************************
 RO0177  DESIGNATION -  317/2 BOLT
 RO0177  PID         -  RO0177
 RO0177  STATE/COUNTY-  MN/CROW WING
 RO0177  COUNTRY     -  US
 RO0177  USGS QUAD   -  RIVERTON (1973)
 RO0177
 RO0177                         *CURRENT SURVEY CONTROL
 RO0177  ______________________________________________________________________
 RO0177* NAD 83(1986) POSITION- 46 27 56.     (N) 094 04 14.     (W)   SCALED    
 RO0177* NAVD 88 ORTHO HEIGHT -   368.36   (+/-2cm)    1208.5   (feet) VERTCON   
 RO0177  ______________________________________________________________________
 RO0177  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 RO0177  VERT ORDER      -  ? (See Below)
 RO0177
 RO0177.The horizontal coordinates were scaled from a topographic map and have
 RO0177.an estimated accuracy of +/- 6 seconds.
 RO0177.
 RO0177.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0177
 RO0177.The vertical order pertains to the NGVD 29 superseded value.
 RO0177
 RO0177;                    North         East    Units  Estimated Accuracy
 RO0177;SPC MN C     -   262,910.      813,780.      MT  (+/- 180 meters Scaled)
 RO0177
 RO0177                          SUPERSEDED SURVEY CONTROL
 RO0177
 RO0177  NGVD 29 (??/??/92)  368.167  (m)         1207.89   (f) ADJ UNCH       
 RO0177
 RO0177.Superseded values are not recommended for survey control.
 RO0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0177.See file dsdata.txt to determine how the superseded data were derived.
 RO0177
 RO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM178463(NAD 83)
 RO0177
 RO0177_MARKER: B = BOLT
 RO0177_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0177_SP_SET: TILE
 RO0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0177
 RO0177  HISTORY     - Date     Condition        Report By
 RO0177  HISTORY     - UNK      MONUMENTED       MRC
 RO0177  HISTORY     - 1934     GOOD             CGS
 RO0177  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0177
 RO0177                          STATION DESCRIPTION
 RO0177
 RO0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0177'1 MI W FROM RIVERTON.
 RO0177'1 MILE WEST (AIR LINE) OF RIVERTON, ABOUT 660 YARDS UPSTREAM ALONG THE
 RO0177'LEFT BANK OF MISSISSIPPI RIVER FROM THE MOUTH OF RABBIT RIVER, ABOUT
 RO0177'400 FEET UPSTREAM FROM THE HEAD OF A LOW NARROW ISLAND, OPPOSITE THE
 RO0177'LOWER END OF A RAZOR-BACKED RIDGE ON THE RIGHT BANK, 200 FEET UPSTREAM
 RO0177'FROM THE HIGH POINT OF A RIDGE ON THE LEFT BANK, 200 FEET DOWNSTREAM
 RO0177'FROM A SMALLER RIDGE, 200 FEET BACK FROM THE 20-FOOT BANK OF THE
 RO0177'RIVER, 60 FEET DOWNSTREAM FROM THE BUTT END OF A 24-INCH DEAD LOG, AND
 RO0177'IN A CLUSTER OF POPLAR TREES.  THE TOP OF A COPPER BOLT LEADED IN A
 RO0177'TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RO0177'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 RO0177'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 RO0177
 RO0177                          STATION RECOVERY (1973)
 RO0177
 RO0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0176 ***********************************************************************
 RO0176  DESIGNATION -  317/2 CAP
 RO0176  PID         -  RO0176
 RO0176  STATE/COUNTY-  MN/CROW WING
 RO0176  COUNTRY     -  US
 RO0176  USGS QUAD   -  RIVERTON (1973)
 RO0176
 RO0176                         *CURRENT SURVEY CONTROL
 RO0176  ______________________________________________________________________
 RO0176* NAD 83(1986) POSITION- 46 27 56.     (N) 094 04 14.     (W)   SCALED    
 RO0176* NAVD 88 ORTHO HEIGHT -   369.57   (+/-2cm)    1212.5   (feet) VERTCON   
 RO0176  ______________________________________________________________________
 RO0176  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 RO0176  VERT ORDER      -  ? (See Below)
 RO0176
 RO0176.The horizontal coordinates were scaled from a topographic map and have
 RO0176.an estimated accuracy of +/- 6 seconds.
 RO0176.
 RO0176.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0176
 RO0176.The vertical order pertains to the NGVD 29 superseded value.
 RO0176
 RO0176;                    North         East    Units  Estimated Accuracy
 RO0176;SPC MN C     -   262,910.      813,780.      MT  (+/- 180 meters Scaled)
 RO0176
 RO0176                          SUPERSEDED SURVEY CONTROL
 RO0176
 RO0176  NGVD 29 (??/??/92)  369.373  (m)         1211.85   (f) ADJ UNCH       
 RO0176
 RO0176.Superseded values are not recommended for survey control.
 RO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0176.See file dsdata.txt to determine how the superseded data were derived.
 RO0176
 RO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM178463(NAD 83)
 RO0176
 RO0176_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0176_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0176_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0176
 RO0176  HISTORY     - Date     Condition        Report By
 RO0176  HISTORY     - UNK      MONUMENTED       MRC
 RO0176  HISTORY     - 1934     GOOD             CGS
 RO0176  HISTORY     - 1973     MARK NOT FOUND   USGS
 RO0176
 RO0176                          STATION DESCRIPTION
 RO0176
 RO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0176'1 MI W FROM RIVERTON.
 RO0176'1 MILE WEST (AIR LINE) OF RIVERTON, ABOUT 660 YARDS UPSTREAM ALONG THE
 RO0176'LEFT BANK OF MISSISSIPPI RIVER FROM THE MOUTH OF RABBIT RIVER, ABOUT
 RO0176'400 FEET UPSTREAM FROM THE HEAD OF A LOW NARROW ISLAND, OPPOSITE THE
 RO0176'LOWER END OF A RAZOR-BACKED RIDGE ON THE RIGHT BANK, 200 FEET UPSTREAM
 RO0176'FROM THE HIGH POINT OF A RIDGE ON THE LEFT BANK, 200 FEET DOWNSTREAM
 RO0176'FROM A SMALLER RIDGE, 200 FEET BACK FROM THE 20-FOOT BANK OF THE
 RO0176'RIVER, 60 FEET DOWNSTREAM FROM THE BUTT END OF A 24-INCH DEAD LOG, AND
 RO0176'IN A CLUSTER OF POPLAR TREES.  A 4-INCH IRON PIPE BEARING A
 RO0176'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT
 RO0176'ABOVE GROUND.
 RO0176
 RO0176                          STATION RECOVERY (1973)
 RO0176
 RO0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RO0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0179 ***********************************************************************
 RO0179  DESIGNATION -  318/2 BOLT
 RO0179  PID         -  RO0179
 RO0179  STATE/COUNTY-  MN/CROW WING
 RO0179  COUNTRY     -  US
 RO0179  USGS QUAD   -  RIVERTON (1973)
 RO0179
 RO0179                         *CURRENT SURVEY CONTROL
 RO0179  ______________________________________________________________________
 RO0179* NAD 83(1986) POSITION- 46 29 43.     (N) 094 04 56.     (W)   SCALED    
 RO0179* NAVD 88 ORTHO HEIGHT -   377.78   (+/-2cm)    1239.4   (feet) VERTCON   
 RO0179  ______________________________________________________________________
 RO0179  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 RO0179  VERT ORDER      -  ? (See Below)
 RO0179
 RO0179.The horizontal coordinates were scaled from a topographic map and have
 RO0179.an estimated accuracy of +/- 6 seconds.
 RO0179.
 RO0179.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0179
 RO0179.The vertical order pertains to the NGVD 29 superseded value.
 RO0179
 RO0179;                    North         East    Units  Estimated Accuracy
 RO0179;SPC MN C     -   266,210.      812,880.      MT  (+/- 180 meters Scaled)
 RO0179
 RO0179                          SUPERSEDED SURVEY CONTROL
 RO0179
 RO0179  NGVD 29 (??/??/92)  377.582  (m)         1238.78   (f) ADJ UNCH       
 RO0179
 RO0179.Superseded values are not recommended for survey control.
 RO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0179.See file dsdata.txt to determine how the superseded data were derived.
 RO0179
 RO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM169496(NAD 83)
 RO0179
 RO0179_MARKER: B = BOLT
 RO0179_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0179_SP_SET: TILE
 RO0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0179
 RO0179  HISTORY     - Date     Condition        Report By
 RO0179  HISTORY     - UNK      MONUMENTED       MRC
 RO0179  HISTORY     - 1934     GOOD             CGS
 RO0179
 RO0179                          STATION DESCRIPTION
 RO0179
 RO0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0179'3 MI NW FROM RIVERTON.
 RO0179'ABOUT 3 MILES NORTHWEST (AIR LINE) OF RIVERTON, 3-1/2 MILES UPSTREAM
 RO0179'ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER FROM THE MOUTH OF RABBIT
 RO0179'RIVER, 0.4 MILE NORTH OF THE SOUTH LINE OF SEC. 1, T 46 N, R 30 W,
 RO0179'ABOUT 1/2 MILE DOWNSTREAM FROM HALF MOON MARSH, ABOUT 110 YARDS BACK
 RO0179'FROM THE WATERS EDGE, ON THE TOP OF A HIGH RIDGE, AND 80 YARDS
 RO0179'UPSTREAM FROM THE DIVERGENCE OF THE RIDGE AND THE RIVER.  THE TOP OF A
 RO0179'COPPER BOLT LEADED IN A TILE ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH
 RO0179'IS HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0179'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0178 ***********************************************************************
 RO0178  DESIGNATION -  318/2 CAP
 RO0178  PID         -  RO0178
 RO0178  STATE/COUNTY-  MN/CROW WING
 RO0178  COUNTRY     -  US
 RO0178  USGS QUAD   -  RIVERTON (1973)
 RO0178
 RO0178                         *CURRENT SURVEY CONTROL
 RO0178  ______________________________________________________________________
 RO0178* NAD 83(1986) POSITION- 46 29 43.     (N) 094 04 56.     (W)   SCALED    
 RO0178* NAVD 88 ORTHO HEIGHT -   378.98   (+/-2cm)    1243.4   (feet) VERTCON   
 RO0178  ______________________________________________________________________
 RO0178  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 RO0178  VERT ORDER      -  ? (See Below)
 RO0178
 RO0178.The horizontal coordinates were scaled from a topographic map and have
 RO0178.an estimated accuracy of +/- 6 seconds.
 RO0178.
 RO0178.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0178
 RO0178.The vertical order pertains to the NGVD 29 superseded value.
 RO0178
 RO0178;                    North         East    Units  Estimated Accuracy
 RO0178;SPC MN C     -   266,210.      812,880.      MT  (+/- 180 meters Scaled)
 RO0178
 RO0178                          SUPERSEDED SURVEY CONTROL
 RO0178
 RO0178  NGVD 29 (??/??/92)  378.789  (m)         1242.74   (f) ADJ UNCH       
 RO0178
 RO0178.Superseded values are not recommended for survey control.
 RO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0178.See file dsdata.txt to determine how the superseded data were derived.
 RO0178
 RO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM169496(NAD 83)
 RO0178
 RO0178_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0178
 RO0178  HISTORY     - Date     Condition        Report By
 RO0178  HISTORY     - UNK      MONUMENTED       MRC
 RO0178  HISTORY     - 1934     GOOD             CGS
 RO0178
 RO0178                          STATION DESCRIPTION
 RO0178
 RO0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0178'3 MI NW FROM RIVERTON.
 RO0178'ABOUT 3 MILES NORTHWEST (AIR LINE) OF RIVERTON, 3-1/2 MILES UPSTREAM
 RO0178'ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER FROM THE MOUTH OF RABBIT
 RO0178'RIVER, 0.4 MILE NORTH OF THE SOUTH LINE OF SEC. 1, T 46 N, R 30 W,
 RO0178'ABOUT 1/2 MILE DOWNSTREAM FROM HALF MOON MARSH, ABOUT 110 YARDS BACK
 RO0178'FROM THE WATERS EDGE, ON THE TOP OF A HIGH RIDGE, AND 80 YARDS
 RO0178'UPSTREAM FROM THE DIVERGENCE OF THE RIDGE AND THE RIVER.  A 4-INCH
 RO0178'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0002 ***********************************************************************
 RO0002  DESIGNATION -  319/2 BOLT
 RO0002  PID         -  RO0002
 RO0002  STATE/COUNTY-  MN/CROW WING
 RO0002  COUNTRY     -  US
 RO0002  USGS QUAD   -  TROMMALD (1959)
 RO0002
 RO0002                         *CURRENT SURVEY CONTROL
 RO0002  ______________________________________________________________________
 RO0002* NAD 83(1986) POSITION- 46 31 53.     (N) 094 04 27.     (W)   SCALED    
 RO0002* NAVD 88 ORTHO HEIGHT -   359.26   (+/-2cm)    1178.7   (feet) VERTCON   
 RO0002  ______________________________________________________________________
 RO0002  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 RO0002  VERT ORDER      -  ? (See Below)
 RO0002
 RO0002.The horizontal coordinates were scaled from a topographic map and have
 RO0002.an estimated accuracy of +/- 6 seconds.
 RO0002.
 RO0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0002
 RO0002.The vertical order pertains to the NGVD 29 superseded value.
 RO0002
 RO0002;                    North         East    Units  Estimated Accuracy
 RO0002;SPC MN C     -   270,220.      813,490.      MT  (+/- 180 meters Scaled)
 RO0002
 RO0002                          SUPERSEDED SURVEY CONTROL
 RO0002
 RO0002  NGVD 29 (??/??/92)  359.057  (m)         1178.01   (f) ADJ UNCH       
 RO0002
 RO0002.Superseded values are not recommended for survey control.
 RO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0002.See file dsdata.txt to determine how the superseded data were derived.
 RO0002
 RO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM176536(NAD 83)
 RO0002
 RO0002_MARKER: B = BOLT
 RO0002_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0002_SP_SET: TILE
 RO0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0002
 RO0002  HISTORY     - Date     Condition        Report By
 RO0002  HISTORY     - UNK      MONUMENTED       MRC
 RO0002  HISTORY     - 1934     GOOD             CGS
 RO0002
 RO0002                          STATION DESCRIPTION
 RO0002
 RO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0002'3 MI W FROM MANGANESE.
 RO0002'ABOUT 3 MILES WEST (AIR LINE) OF MANGANESE, ON THE LEFT BANK OF THE
 RO0002'MISSISSIPPI RIVER, IN SEC. 25, T 47 N, R 30 W, ABOUT 550 YARDS
 RO0002'UPSTREAM FROM THE CAMP FARM ON THE RIGHT BANK, 80 YARDS DOWNSTREAM
 RO0002'FROM THE MOUTH OF A SLOUGH ON THE RIGHT BANK OPPOSITE A STEEP SAND
 RO0002'BANK ON THE RIGHT BANK, OPPOSITE 2 SMALL ISLANDS ON THE LEFT BANK, 100
 RO0002'FEET BACK FROM THE LEFT BANK, ON LOW GROUND, AND ABOUT 3 FEET HIGHER
 RO0002'THAN THE WATER.  IN 1898 THIS MARK WAS REFERENCED BY THE FOLLOWING
 RO0002'BLAZED TREES-- 18-INCH ASH, 28 FEET DISTANT IN AZIMUTH 75 DEGREES.
 RO0002'12-INCH ASH, 18 FEET DISTANT IN AZIMUTH 348 DEGREES.  AND 15-INCH
 RO0002'BASSWOOD, 5 FEET DISTANT IN AZIMUTH 257 DEGREES.  THE TOP OF A COPPER
 RO0002'BOLT LEADED IN A TILE ABOUT 2-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS
 RO0002'HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION
 RO0002'STANDARD CAP AND PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0001 ***********************************************************************
 RO0001  DESIGNATION -  319/2 CAP
 RO0001  PID         -  RO0001
 RO0001  STATE/COUNTY-  MN/CROW WING
 RO0001  COUNTRY     -  US
 RO0001  USGS QUAD   -  TROMMALD (1959)
 RO0001
 RO0001                         *CURRENT SURVEY CONTROL
 RO0001  ______________________________________________________________________
 RO0001* NAD 83(1986) POSITION- 46 31 53.     (N) 094 04 27.     (W)   SCALED    
 RO0001* NAVD 88 ORTHO HEIGHT -   360.46   (+/-2cm)    1182.6   (feet) VERTCON   
 RO0001  ______________________________________________________________________
 RO0001  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 RO0001  VERT ORDER      -  ? (See Below)
 RO0001
 RO0001.The horizontal coordinates were scaled from a topographic map and have
 RO0001.an estimated accuracy of +/- 6 seconds.
 RO0001.
 RO0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0001
 RO0001.The vertical order pertains to the NGVD 29 superseded value.
 RO0001
 RO0001;                    North         East    Units  Estimated Accuracy
 RO0001;SPC MN C     -   270,220.      813,490.      MT  (+/- 180 meters Scaled)
 RO0001
 RO0001                          SUPERSEDED SURVEY CONTROL
 RO0001
 RO0001  NGVD 29 (??/??/92)  360.266  (m)         1181.97   (f) ADJ UNCH       
 RO0001
 RO0001.Superseded values are not recommended for survey control.
 RO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0001.See file dsdata.txt to determine how the superseded data were derived.
 RO0001
 RO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM176536(NAD 83)
 RO0001
 RO0001_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0001
 RO0001  HISTORY     - Date     Condition        Report By
 RO0001  HISTORY     - UNK      MONUMENTED       MRC
 RO0001  HISTORY     - 1934     GOOD             CGS
 RO0001
 RO0001                          STATION DESCRIPTION
 RO0001
 RO0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0001'3 MI W FROM MANGANESE.
 RO0001'ABOUT 3 MILES WEST (AIR LINE) OF MANGANESE, ON THE LEFT BANK OF THE
 RO0001'MISSISSIPPI RIVER, IN SEC. 25, T 47 N, R 30W, ABOUT 550 YARDS UPSTREAM
 RO0001'FROM THE CAMP FARM ON THE RIGHT BANK, 80 YARDS DOWNSTREAM FROM THE
 RO0001'MOUTH OF A SLOUGH ON THE RIGHT BANK OPPOSITE A STEEP SAND BANK ON THE
 RO0001'RIGHT BANK, OPPOSITE 2 SMALL ISLANDS ON THE LEFT BANK, 100 FEET BACK
 RO0001'FROM THE LEFT BANK, ON LOW GROUND, AND ABOUT 3 FEET HIGHER THAN THE
 RO0001'WATER.  IN 1898 THIS MARK WAS REFERENCED BY THE FOLLOWING BLAZED
 RO0001'TREES-- 18-INCH ASH, 28 FEET DISTANT IN AZIMUTH 75 DEGREES. 12-INCH
 RO0001'ASH, 18 FEET DISTANT IN AZIMUTH 348 DEGREES.  AND 15-INCH BASSWOOD, 5
 RO0001'FEET DISTANT IN AZIMUTH 257 DEGREES.  A 4-INCH IRON PIPE BEARING A
 RO0001'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 1-1/2
 RO0001'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0711 ***********************************************************************
 SK0711  DESIGNATION -  32 CER
 SK0711  PID         -  SK0711
 SK0711  STATE/COUNTY-  MN/POLK
 SK0711  COUNTRY     -  US
 SK0711  USGS QUAD   -  TRAIL (1972)
 SK0711
 SK0711                         *CURRENT SURVEY CONTROL
 SK0711  ______________________________________________________________________
 SK0711* NAD 83(1986) POSITION- 47 46 20.3    (N) 095 38 59.7    (W)   HD_HELD2  
 SK0711* NAVD 88 ORTHO HEIGHT -   382.824  (meters)    1255.98  (feet) ADJUSTED  
 SK0711  ______________________________________________________________________
 SK0711  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 SK0711  DYNAMIC HEIGHT  -        382.889 (meters)     1256.20  (feet) COMP
 SK0711  MODELED GRAVITY -    980,769.4   (mgal)                       NAVD 88
 SK0711
 SK0711  VERT ORDER      -  SECOND    CLASS 0
 SK0711
 SK0711.The horizontal coordinates were established by autonomous hand held GPS
 SK0711.observations and have an estimated accuracy of +/- 10 meters.
 SK0711.
 SK0711.The orthometric height was determined by differential leveling and
 SK0711.adjusted in June 1991.
 SK0711
 SK0711.Photographs are available for this station.
 SK0711
 SK0711.The dynamic height is computed by dividing the NAVD 88
 SK0711.geopotential number by the normal gravity value computed on the
 SK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0711.degrees latitude (g = 980.6199 gals.).
 SK0711
 SK0711.The modeled gravity was interpolated from observed gravity values.
 SK0711
 SK0711;                    North         East    Units  Estimated Accuracy
 SK0711;SPC MN N     -   244,598.      608,929.      MT  (+/- 10 meters HH2 GPS)
 SK0711
 SK0711                          SUPERSEDED SURVEY CONTROL
 SK0711
 SK0711.No superseded survey control is available for this station.
 SK0711
 SK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN0146694394(NAD 83)
 SK0711
 SK0711_MARKER: DD = SURVEY DISK
 SK0711_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0711_SP_SET: COPPER-CLAD STEEL ROD
 SK0711_STAMPING: 32 CER 1967
 SK0711_MARK LOGO: USGS  
 SK0711_PROJECTION: RECESSED 3 CENTIMETERS
 SK0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0711+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0711_ROD/PIPE-DEPTH:  4.6 meters
 SK0711
 SK0711  HISTORY     - Date     Condition        Report By
 SK0711  HISTORY     - 1967     MONUMENTED       USGS
 SK0711  HISTORY     - 20020827 GOOD             MNDT
 SK0711
 SK0711                          STATION DESCRIPTION
 SK0711
 SK0711'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0711'2.3 KM (1.40 MI) WNW FROM GULLY.
 SK0711'GULLY, POLK CO., 0.1 MI NORTH AND 1.1 MI WEST OF, T. 150 N., R. 39 W.,
 SK0711'NEAR THE CENTER OF THE NE. 1/4 OF SECTION 33, 79 FT SW., 69 FT NW. OF
 SK0711'A T-FIELD ENTRANCE SW., AND 0.2 FT HIGHER THAN, 2.5 FT SE. OF A POWER
 SK0711'POLE, ON TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET,
 SK0711'A STANDARD TABLET STAMPED 32 CER 1967.
 SK0711
 SK0711                          STATION RECOVERY (2002)
 SK0711
 SK0711'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0711'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SK0711'TH 92 MP 32.5, RECESSED 1 INCH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE
 SK0711'TO NEARBY P-POLE.  ROD DEPTH IS 15 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0712 ***********************************************************************
 SK0712  DESIGNATION -  32 CER A TBM
 SK0712  PID         -  SK0712
 SK0712  STATE/COUNTY-  MN/POLK
 SK0712  COUNTRY     -  US
 SK0712  USGS QUAD   -  TRAIL (1972)
 SK0712
 SK0712                         *CURRENT SURVEY CONTROL
 SK0712  ______________________________________________________________________
 SK0712* NAD 83(1986) POSITION- 47 46 33.     (N) 095 39 56.     (W)   SCALED    
 SK0712* NAVD 88 ORTHO HEIGHT -   378.318  (meters)    1241.20  (feet) ADJUSTED  
 SK0712  ______________________________________________________________________
 SK0712  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 SK0712  DYNAMIC HEIGHT  -        378.382 (meters)     1241.41  (feet) COMP
 SK0712  MODELED GRAVITY -    980,771.0   (mgal)                       NAVD 88
 SK0712
 SK0712  VERT ORDER      -  SECOND    CLASS 0
 SK0712
 SK0712.The horizontal coordinates were scaled from a topographic map and have
 SK0712.an estimated accuracy of +/- 6 seconds.
 SK0712.
 SK0712.The orthometric height was determined by differential leveling and
 SK0712.adjusted in June 1991.
 SK0712
 SK0712.The dynamic height is computed by dividing the NAVD 88
 SK0712.geopotential number by the normal gravity value computed on the
 SK0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0712.degrees latitude (g = 980.6199 gals.).
 SK0712
 SK0712.The modeled gravity was interpolated from observed gravity values.
 SK0712
 SK0712;                    North         East    Units  Estimated Accuracy
 SK0712;SPC MN N     -   245,030.      607,770.      MT  (+/- 180 meters Scaled)
 SK0712
 SK0712                          SUPERSEDED SURVEY CONTROL
 SK0712
 SK0712.No superseded survey control is available for this station.
 SK0712
 SK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN003948(NAD 83)
 SK0712
 SK0712_MARKER: N = NAIL
 SK0712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0712_SP_SET: CENTERLINE OF HWY.
 SK0712_MARK LOGO: USGS  
 SK0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0712
 SK0712  HISTORY     - Date     Condition        Report By
 SK0712  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0712
 SK0712                          STATION DESCRIPTION
 SK0712
 SK0712'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0712'2.1 KM (1.30 MI) ESE FROM TRAIL.
 SK0712'TBM 32 A, 0.85 MI WEST OF TABLET ALONG STATE HWY. 92, IN CENTERLINE OF
 SK0712'HWY. NORTH-SOUTH ROAD CROSSING, A COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0710 ***********************************************************************
 SK0710  DESIGNATION -  32 CER RM
 SK0710  PID         -  SK0710
 SK0710  STATE/COUNTY-  MN/POLK
 SK0710  COUNTRY     -  US
 SK0710  USGS QUAD   -  TRAIL (1972)
 SK0710
 SK0710                         *CURRENT SURVEY CONTROL
 SK0710  ______________________________________________________________________
 SK0710* NAD 83(1986) POSITION- 47 46 20.     (N) 095 38 57.     (W)   SCALED    
 SK0710* NAVD 88 ORTHO HEIGHT -   381.865  (meters)    1252.84  (feet) ADJUSTED  
 SK0710  ______________________________________________________________________
 SK0710  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 SK0710  DYNAMIC HEIGHT  -        381.929 (meters)     1253.05  (feet) COMP
 SK0710  MODELED GRAVITY -    980,769.2   (mgal)                       NAVD 88
 SK0710
 SK0710  VERT ORDER      -  SECOND    CLASS 0
 SK0710
 SK0710.The horizontal coordinates were scaled from a topographic map and have
 SK0710.an estimated accuracy of +/- 6 seconds.
 SK0710.
 SK0710.The orthometric height was determined by differential leveling and
 SK0710.adjusted in June 1991.
 SK0710
 SK0710.The dynamic height is computed by dividing the NAVD 88
 SK0710.geopotential number by the normal gravity value computed on the
 SK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0710.degrees latitude (g = 980.6199 gals.).
 SK0710
 SK0710.The modeled gravity was interpolated from observed gravity values.
 SK0710
 SK0710;                    North         East    Units  Estimated Accuracy
 SK0710;SPC MN N     -   244,590.      608,990.      MT  (+/- 180 meters Scaled)
 SK0710
 SK0710                          SUPERSEDED SURVEY CONTROL
 SK0710
 SK0710.No superseded survey control is available for this station.
 SK0710
 SK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN015943(NAD 83)
 SK0710
 SK0710_MARKER: Z = SEE DESCRIPTION
 SK0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0710_SP_SET: IN METAL CULVERT
 SK0710_MARK LOGO: NONE  
 SK0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0710
 SK0710  HISTORY     - Date     Condition        Report By
 SK0710  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0710
 SK0710                          STATION DESCRIPTION
 SK0710
 SK0710'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0710'2.3 KM (1.40 MI) WNW FROM GULLY.
 SK0710'REFERENCE MARK, 95 FT EAST OF TABLET, 41 FT SW. AND 18 FT SE. OF A
 SK0710'T-FIELD ENTRANCE SW., ON THE EAST END OF A 24 IN. CORRUGATED STEEL
 SK0710'CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1936 ***********************************************************************
 DM1936  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1936  DESIGNATION -  32 RB
 DM1936  PID         -  DM1936
 DM1936  STATE/COUNTY-  MN/SWIFT
 DM1936  COUNTRY     -  US
 DM1936  USGS QUAD   -  DANVERS (1968)
 DM1936
 DM1936                         *CURRENT SURVEY CONTROL
 DM1936  ______________________________________________________________________
 DM1936* NAD 83(2007) POSITION- 45 21 17.33628(N) 095 46 04.40484(W)   ADJUSTED  
 DM1936* NAD 83(2007) ELLIP HT-   295.341 (meters)        (08/04/10)   ADJUSTED
 DM1936* NAD 83(2007) EPOCH   -  2002.00
 DM1936* NAVD 88 ORTHO HEIGHT -   321.69   (meters)    1055.4   (feet) GPS OBS   
 DM1936  ______________________________________________________________________
 DM1936  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1936  GEOID HEIGHT    -        -26.29  (meters)                     GEOID03
 DM1936  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DM1936  NAD 83(2007) X  -   -451,222.134 (meters)                     COMP
 DM1936  NAD 83(2007) Y  - -4,467,098.090 (meters)                     COMP
 DM1936  NAD 83(2007) Z  -  4,515,355.025 (meters)                     COMP
 DM1936  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC09
 DM1936  HORZ ORDER      -  FIRST
 DM1936  ELLP ORDER      -  THIRD     CLASS I
 DM1936
 DM1936.The horizontal coordinates were established by GPS observations
 DM1936.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1936
 DM1936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1936.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1936
 DM1936.The horizontal coordinates are valid at the epoch date displayed above
 DM1936.which is a decimal equivalence of Year/Month/Day.
 DM1936
 DM1936.The orthometric height was determined by GPS observations and a
 DM1936.high-resolution geoid model using precise GPS observation and
 DM1936.processing techniques.
 DM1936
 DM1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1936
 DM1936.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1936
 DM1936.The ellipsoidal height was determined by GPS observations
 DM1936.and is referenced to NAD 83.
 DM1936
 DM1936. The following values were computed from the NAD 83(2007) position.
 DM1936
 DM1936;                    North         East     Units Scale Factor Converg.
 DM1936;SPC MN S     -   363,157.046   661,476.664   MT  1.00003312   -1 14 21.0
 DM1936;SPC MN S     - 1,191,457.74  2,170,194.69   sFT  1.00003312   -1 14 21.0
 DM1936;UTM  15      - 5,026,094.355   283,199.463   MT  1.00017794   -1 58 12.1
 DM1936
 DM1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1936!SPC MN S     -   0.99995370  x   1.00003312  =   0.99998682
 DM1936!UTM  15      -   0.99995370  x   1.00017794  =   1.00013163
 DM1936
 DM1936                          SUPERSEDED SURVEY CONTROL
 DM1936
 DM1936.No superseded survey control is available for this station.
 DM1936
 DM1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8319926094(NAD 83)
 DM1936
 DM1936_MARKER: DD = SURVEY DISK
 DM1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1936_STAMPING: 32 RB 1966
 DM1936_MARK LOGO: USGS  
 DM1936_PROJECTION: PROJECTING 15 CENTIMETERS
 DM1936_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1936+STABILITY: SURFACE MOTION
 DM1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1936+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 DM1936
 DM1936  HISTORY     - Date     Condition        Report By
 DM1936  HISTORY     - 19660401 MONUMENTED       USGS
 DM1936  HISTORY     - 20080227 GOOD             MNDT
 DM1936
 DM1936                          STATION DESCRIPTION
 DM1936
 DM1936'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1936'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1936'THE MARK IS 5.0 MILES NORTH OF DANVERS, 5.0 MILES NORTH ALONG 80TH
 DM1936'AVENUE NORTHWEST FROM THE JUNCTION OF 80TH AVENUE AND TRUNK HIGHWAY 12
 DM1936'IN DANVERS TO 40TH STREET NORTHWEST, THEN 1.0 MILE WEST ON 40TH STREET
 DM1936'NORTHWEST, 54.5 FEET NORTH OF 40TH STREET NORTHWEST, 41 FEET EAST OF
 DM1936'90TH AVENUE NORTHWEST, 18.5 FEET NORTH OF POWER POLE, 1.6 FEET NORTH
 DM1936'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1361 ***********************************************************************
 OO1361  DESIGNATION -  32 RDS
 OO1361  PID         -  OO1361
 OO1361  STATE/COUNTY-  MN/FARIBAULT
 OO1361  COUNTRY     -  US
 OO1361  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 OO1361
 OO1361                         *CURRENT SURVEY CONTROL
 OO1361  ______________________________________________________________________
 OO1361* NAD 83(1986) POSITION- 43 38 46.     (N) 093 53 16.     (W)   SCALED    
 OO1361* NAVD 88 ORTHO HEIGHT -   343.261  (meters)    1126.18  (feet) ADJUSTED  
 OO1361  ______________________________________________________________________
 OO1361  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 OO1361  DYNAMIC HEIGHT  -        343.184 (meters)     1125.93  (feet) COMP
 OO1361  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 OO1361
 OO1361  VERT ORDER      -  SECOND    CLASS I
 OO1361
 OO1361.The horizontal coordinates were scaled from a topographic map and have
 OO1361.an estimated accuracy of +/- 6 seconds.
 OO1361.
 OO1361.The orthometric height was determined by differential leveling and
 OO1361.adjusted in June 1991.
 OO1361
 OO1361.The dynamic height is computed by dividing the NAVD 88
 OO1361.geopotential number by the normal gravity value computed on the
 OO1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1361.degrees latitude (g = 980.6199 gals.).
 OO1361
 OO1361.The modeled gravity was interpolated from observed gravity values.
 OO1361
 OO1361;                    North         East    Units  Estimated Accuracy
 OO1361;SPC MN S     -   171,800.      809,060.      MT  (+/- 180 meters Scaled)
 OO1361
 OO1361                          SUPERSEDED SURVEY CONTROL
 OO1361
 OO1361.No superseded survey control is available for this station.
 OO1361
 OO1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ284329(NAD 83)
 OO1361
 OO1361_MARKER: DB = BENCH MARK DISK
 OO1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO1361_SP_SET: CONCRETE POST
 OO1361_STAMPING: 32 RDS 1953 1126
 OO1361_MARK LOGO: USGS  
 OO1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1361+STABILITY: SURFACE MOTION
 OO1361
 OO1361  HISTORY     - Date     Condition        Report By
 OO1361  HISTORY     - 1953     MONUMENTED       USGS
 OO1361  HISTORY     - 1980     GOOD             MNDT
 OO1361
 OO1361                          STATION DESCRIPTION
 OO1361
 OO1361'DESCRIBED BY MN DEPT OF TRANSP 1980
 OO1361'4.5 MI NNE FROM FROST.
 OO1361'THE MARK IS LOCATED 2 MILES EAST ALONG COUNTY ROAD 16 WHICH FORMERLY
 OO1361'WAS TRUNK HIGHWAY 16 FROM ITS JUNCTION WITH TRUNK HIGHWAY 254 NORTH
 OO1361'OF FROST, THENCE 417 FEET NORTH ALONG COUNTY ROAD 19 AND IS IN THE SE
 OO1361'1/4 OF SECTION 12, T102N, R26W.  THE MARK IS 39.5 FEET WEST OF AND 2
 OO1361'FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD 19, 4.1 FEET NORTH OF A
 OO1361'TRANSFORMER POLE AND 0.8 FOOT EAST OF A STEEL WITNESS POST.  THE
 OO1361'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---32 RDS 1953 1126---,
 OO1361'IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 OO1361'A RAILROAD SPIKE BURIED ADJACENT TO THE POST MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2402 ***********************************************************************
 QO2402  DESIGNATION -  32 RDS
 QO2402  PID         -  QO2402
 QO2402  STATE/COUNTY-  MN/HENNEPIN
 QO2402  COUNTRY     -  US
 QO2402  USGS QUAD   -  ANOKA (1993)
 QO2402
 QO2402                         *CURRENT SURVEY CONTROL
 QO2402  ______________________________________________________________________
 QO2402* NAD 83(1986) POSITION- 45 09 10.62   (N) 093 22 51.61   (W)   HD_HELD1  
 QO2402* NAVD 88 ORTHO HEIGHT -   265.926  (meters)     872.46  (feet) ADJUSTED  
 QO2402  ______________________________________________________________________
 QO2402  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 QO2402  DYNAMIC HEIGHT  -        265.912 (meters)      872.41  (feet) COMP
 QO2402  MODELED GRAVITY -    980,559.7   (mgal)                       NAVD 88
 QO2402
 QO2402  VERT ORDER      -  SECOND    CLASS II
 QO2402
 QO2402.The horizontal coordinates were established by differentially corrected
 QO2402.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2402.
 QO2402.The orthometric height was determined by differential leveling and
 QO2402.adjusted in June 1995.
 QO2402
 QO2402.Photographs are available for this station.
 QO2402
 QO2402.The dynamic height is computed by dividing the NAVD 88
 QO2402.geopotential number by the normal gravity value computed on the
 QO2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2402.degrees latitude (g = 980.6199 gals.).
 QO2402
 QO2402.The modeled gravity was interpolated from observed gravity values.
 QO2402
 QO2402;                    North         East    Units  Estimated Accuracy
 QO2402;SPC MN S     -   339,408.4     848,674.8     MT  (+/- 3 meters HH1 GPS) 
 QO2402
 QO2402                          SUPERSEDED SURVEY CONTROL
 QO2402
 QO2402.No superseded survey control is available for this station.
 QO2402
 QO2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7005100012(NAD 83)
 QO2402
 QO2402_MARKER: DB = BENCH MARK DISK
 QO2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2402_SP_SET: CONCRETE POST
 QO2402_STAMPING: 32 RDS 1950
 QO2402_MARK LOGO: USGS  
 QO2402_PROJECTION: RECESSED 25 CENTIMETERS
 QO2402_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QO2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2402+STABILITY: SURFACE MOTION
 QO2402
 QO2402  HISTORY     - Date     Condition        Report By
 QO2402  HISTORY     - 1950     MONUMENTED       USGS
 QO2402  HISTORY     - 19810928 GOOD             MNDT
 QO2402  HISTORY     - 20061124 GOOD             USPSQD
 QO2402  HISTORY     - 20070723 GOOD             MNDT
 QO2402
 QO2402                          STATION DESCRIPTION
 QO2402
 QO2402'DESCRIBED BY MN DEPT OF TRANSP 1981
 QO2402'THE MARK IS LOCATED IN THE CITY OF CHAMPLIN, 352 FT (107.3 M) NORTH
 QO2402'ALONG COUNTY ROAD 103 FROM ITS JUNCTION WITH THE CENTER OF 109TH
 QO2402'AVENUE NORTH, IN THE SW 1/4 OF SECTION 32, T120N, R21W.  THE MARK IS
 QO2402'64.6 FT (19.7 M) EAST OF A POWER POLE, 55 FT (16.8 M) SOUTH OF THE
 QO2402'CENTER OF 109TH AVENUE NORTH AND IS IN THE SE 1/4 OF SECTION 32,
 QO2402'T120N, R21W.  THE MARK IS 64.6 FT (19.7 M) EAST OF A POWER POLE, 35
 QO2402'FT (10.7 M) SOUTH OF THE CENTER OF A DRIVEWAY TO THE EAST, 49.1 FT
 QO2402'(15.0 M) NORTH OF A POWER POLE, 36 FT (11.0 M) NORTH OF THE
 QO2402'NORTHWEST CORNER OF A SHEET METAL SHED, 34 FT (10.4 M) EAST OF AND 2
 QO2402'FT (0.6 M) LOWER THAN THE CENTER OF COUNTY ROAD 103, AND 0.4 FT
 QO2402'(0.1 M) WEST OF A STEEL WITNESS POST. THE MARK, A STANDARD USGS
 QO2402'BENCH MARK DISK STAMPED---32 RDS 872 1950---, IS SET IN THE TOP OF A
 QO2402'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  A RAILROAD SPIKE BURIED
 QO2402'ADJACENT TO THE POST MAKES THE MARK MAGNETIC.
 QO2402
 QO2402                          STATION RECOVERY (2006)
 QO2402
 QO2402'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 QO2402'FOUND AS DESCRIBED IN 1981 RECOVERY WITH THE FOLLOWING OBSERVATIONS.
 QO2402'COUNTY ROAD 103 IS MARKED WINNETKA AVENUE N AT THIS LOCATION.  THE
 QO2402'MARK IS NORTH (NOT SOUTH) OF 109TH AVENUE N.  THE MARK IS 6 FT WEST OF
 QO2402'A WOODEN FENCE WHICH LIES BETWEEN THE MARK AND THE SHED NOTED IN THE
 QO2402'1981 RECOVERY.  THE WITNESS POST IS DAMAGED BUT STABLE.
 QO2402
 QO2402                          STATION RECOVERY (2007)
 QO2402
 QO2402'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (BLB)
 QO2402'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) EAST-SOUTHEAST OF ROGERS,
 QO2402'3.1 MI (5.0 KM) SOUTH OF ANOKA AND 2.5 MI (4.0 KM) NORTH-NORTHEAST OF
 QO2402'OSSEO.
 QO2402' 
 QO2402'TO REACH TO THE MARK IN CHAMPLIN, GO 352 FT (107.3 M) NORTH OF THE
 QO2402'JUNCTION OF COUNTY ROAD 103 AND 109TH AVENUE NORTH, 34 FT (10.4 M)
 QO2402'EAST OF COUNTY ROAD 103, 64.6 FT (19.7 M) EAST OF POWER POLE, 55 FT
 QO2402'(16.8 M) SOUTH OF DRIVEWAY EAST, 49.1 FT (15.0 M) NORTH OF POWER POLE,
 QO2402'36 FT (11.0 M) NORTH OF THE NORTHWEST CORNER OF METAL SHED, 0.4 FT
 QO2402'(0.1 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9436 ***********************************************************************
 AE9436  DESIGNATION -  32 RDS
 AE9436  PID         -  AE9436
 AE9436  STATE/COUNTY-  MN/MOWER
 AE9436  COUNTRY     -  US
 AE9436  USGS QUAD   -  BROWNSDALE (1982)
 AE9436
 AE9436                         *CURRENT SURVEY CONTROL
 AE9436  ______________________________________________________________________
 AE9436* NAD 83(1986) POSITION- 43 38 40.     (N) 092 52 07.     (W)   SCALED    
 AE9436* NAVD 88 ORTHO HEIGHT -   382.350  (meters)    1254.43  (feet) ADJUSTED  
 AE9436  ______________________________________________________________________
 AE9436  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 AE9436  DYNAMIC HEIGHT  -        382.263 (meters)     1254.14  (feet) COMP
 AE9436  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 AE9436
 AE9436  VERT ORDER      -  SECOND    CLASS I
 AE9436
 AE9436.The horizontal coordinates were scaled from a topographic map and have
 AE9436.an estimated accuracy of +/- 6 seconds.
 AE9436.
 AE9436.The orthometric height was determined by differential leveling and
 AE9436.adjusted in November 1998.
 AE9436
 AE9436.The dynamic height is computed by dividing the NAVD 88
 AE9436.geopotential number by the normal gravity value computed on the
 AE9436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9436.degrees latitude (g = 980.6199 gals.).
 AE9436
 AE9436.The modeled gravity was interpolated from observed gravity values.
 AE9436
 AE9436;                    North         East    Units  Estimated Accuracy
 AE9436;SPC MN S     -   172,240.      891,290.      MT  (+/- 180 meters Scaled)
 AE9436
 AE9436                          SUPERSEDED SURVEY CONTROL
 AE9436
 AE9436.No superseded survey control is available for this station.
 AE9436
 AE9436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ105323(NAD 83)
 AE9436
 AE9436_MARKER: DB = BENCH MARK DISK
 AE9436_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9436_STAMPING: 32 RDS 1952
 AE9436_MARK LOGO: USGS  
 AE9436_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AE9436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9436+STABILITY: SURFACE MOTION
 AE9436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9436+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1992
 AE9436
 AE9436  HISTORY     - Date     Condition        Report By
 AE9436  HISTORY     - 1952     MONUMENTED       USGS
 AE9436  HISTORY     - 19920305 GOOD             MNDT
 AE9436
 AE9436                          STATION DESCRIPTION
 AE9436
 AE9436'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9436'3 MI (4.8 KM) NW OF ROSE CREEK, 1.9 MI (3.1 KM) SOUTH ALONG TH 56 FROM
 AE9436'THE JCT OF FAI 90 AND TH 56, AT TH 56 MP 29.15, 58.0 FT (17.7 M) EAST
 AE9436'OF TH 56, 2.7 FT (0.8 M) NORTH OF A P-POLE, 25.0 FT (7.6 M) SOUTH OF
 AE9436'GAS LINE MP 6, 1.0 FT (0.3 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1081 ***********************************************************************
 PQ1081  DESIGNATION -  32 T
 PQ1081  PID         -  PQ1081
 PQ1081  STATE/COUNTY-  MN/LYON
 PQ1081  COUNTRY     -  US
 PQ1081  USGS QUAD   -  MARSHALL SE (1963)
 PQ1081
 PQ1081                         *CURRENT SURVEY CONTROL
 PQ1081  ______________________________________________________________________
 PQ1081* NAD 83(1996) POSITION- 44 15 14.82603(N) 095 45 13.69686(W)   ADJUSTED  
 PQ1081* NAVD 88 ORTHO HEIGHT -   452.32   (+/-2cm)    1484.0   (feet) VERTCON   
 PQ1081  ______________________________________________________________________
 PQ1081  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 PQ1081  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC09
 PQ1081  HORZ ORDER      -  THIRD
 PQ1081  VERT ORDER      -  THIRD ? (See Below)
 PQ1081
 PQ1081.The horizontal coordinates were established by classical geodetic methods
 PQ1081.and adjusted by the National Geodetic Survey in March 1999.
 PQ1081.
 PQ1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1081
 PQ1081.The vertical order pertains to the NGVD 29 superseded value.
 PQ1081
 PQ1081.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1081
 PQ1081. The following values were computed from the NAD 83(1996) position.
 PQ1081
 PQ1081;                    North         East     Units Scale Factor Converg.
 PQ1081;SPC MN S     -   240,849.124   659,956.141   MT  0.99993131   -1 13 45.4
 PQ1081;SPC MN S     -   790,185.83  2,165,206.11   sFT  0.99993131   -1 13 45.4
 PQ1081;UTM  15      - 4,903,786.065   280,158.353   MT  1.00019443   -1 55 21.0
 PQ1081
 PQ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1081!SPC MN S     -   0.99993327  x   0.99993131  =   0.99986459
 PQ1081!UTM  15      -   0.99993327  x   1.00019443  =   1.00012769
 PQ1081
 PQ1081:                Primary Azimuth Mark                     Grid Az
 PQ1081:SPC MN S     -  STA 15                                   272 05 43.7
 PQ1081:UTM  15      -  STA 15                                   272 47 19.3
 PQ1081
 PQ1081|---------------------------------------------------------------------|
 PQ1081| PID    Reference Object                     Distance      Geod. Az  |
 PQ1081|                                                           dddmmss.s |
 PQ1081| PQ1090 STA 15                              APPROX. 1.7 KM 2705158.3 |
 PQ1081|---------------------------------------------------------------------|
 PQ1081
 PQ1081                          SUPERSEDED SURVEY CONTROL
 PQ1081
 PQ1081  NAD 83(1996)-  44 15 14.82711(N)    095 45 13.68957(W) AD(       ) 3
 PQ1081  NAD 83(1986)-  44 15 14.82552(N)    095 45 13.68178(W) AD(       ) 3
 PQ1081  NAD 27      -  44 15 15.10872(N)    095 45 12.59489(W) AD(       ) 3
 PQ1081  NGVD 29 (07/19/86)  452.12   (m)         1483.3    (f) LEVELING    3  
 PQ1081
 PQ1081.Superseded values are not recommended for survey control.
 PQ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1081.See file dsdata.txt to determine how the superseded data were derived.
 PQ1081
 PQ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8015803786(NAD 83)
 PQ1081
 PQ1081_MARKER: DB = BENCH MARK DISK
 PQ1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1081_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1081_STAMPING: 32 T 1960 1483
 PQ1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1081+STABILITY: SURFACE MOTION
 PQ1081
 PQ1081  HISTORY     - Date     Condition        Report By
 PQ1081  HISTORY     - 1960     MONUMENTED       USGS
 PQ1081
 PQ1081                          STATION DESCRIPTION
 PQ1081
 PQ1081'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1081'RUSSELL,4.5 MILE S AND 10 MILE E OF. 13.5 MILE S AND 2 MILE E OF
 PQ1081'MARSHALL. 44 FT S, 330 FT E AND 10.8 FT HIGHER THAN X-ROADS AT CORNER
 PQ1081'OF SECTIONS 10,11,14,15,T.109N,R.41W. 16 FT S OF OLD E-W FENCE. ON
 PQ1081'SIDE OF BANK. IN A CONCRETE POST A STANDARD TABLET STAMPED---32 T ET
 PQ1081'1960 1483---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0004 ***********************************************************************
 RO0004  DESIGNATION -  320/2 BOLT
 RO0004  PID         -  RO0004
 RO0004  STATE/COUNTY-  MN/CROW WING
 RO0004  COUNTRY     -  US
 RO0004  USGS QUAD   -  TROMMALD (1959)
 RO0004
 RO0004                         *CURRENT SURVEY CONTROL
 RO0004  ______________________________________________________________________
 RO0004* NAD 83(1986) POSITION- 46 33 10.     (N) 094 01 48.     (W)   SCALED    
 RO0004* NAVD 88 ORTHO HEIGHT -   364.36   (+/-2cm)    1195.4   (feet) VERTCON   
 RO0004  ______________________________________________________________________
 RO0004  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 RO0004  VERT ORDER      -  ? (See Below)
 RO0004
 RO0004.The horizontal coordinates were scaled from a topographic map and have
 RO0004.an estimated accuracy of +/- 6 seconds.
 RO0004.
 RO0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0004
 RO0004.The vertical order pertains to the NGVD 29 superseded value.
 RO0004
 RO0004;                    North         East    Units  Estimated Accuracy
 RO0004;SPC MN C     -   272,610.      816,870.      MT  (+/- 180 meters Scaled)
 RO0004
 RO0004                          SUPERSEDED SURVEY CONTROL
 RO0004
 RO0004  NGVD 29 (??/??/92)  364.164  (m)         1194.76   (f) ADJ UNCH       
 RO0004
 RO0004.Superseded values are not recommended for survey control.
 RO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0004.See file dsdata.txt to determine how the superseded data were derived.
 RO0004
 RO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM210559(NAD 83)
 RO0004
 RO0004_MARKER: B = BOLT
 RO0004_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RO0004_SP_SET: TILE
 RO0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0004
 RO0004  HISTORY     - Date     Condition        Report By
 RO0004  HISTORY     - UNK      MONUMENTED       MRC
 RO0004  HISTORY     - 1934     GOOD             CGS
 RO0004
 RO0004                          STATION DESCRIPTION
 RO0004
 RO0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0004'2.25 MI W FROM WOLFORD.
 RO0004'2-1/4 MILES WEST (AIR LINE) OF WOLFORD, 1-1/2 MILES DOWNSTREAM ALONG
 RO0004'THE LEFT BANK OF THE MISSISSIPPI RIVER FROM THE MOUTH OF PINE RIVER,
 RO0004'ABOUT 1 MILE UPSTREAM FROM THE FOSTER HOUSE, ABOUT 1/4 MILE NORTH OF
 RO0004'THE SOUTH LINE OF SEC. 17, T 47 N, R 29 W, ON THE NORTH SLOPE OF A
 RO0004'RIDGE, 25 YARDS UPSTREAM FROM THE HIGHEST POINT OF THE RIDGE, AND 5
 RO0004'YARDS BACK FROM THE LEFT BANK OF THE RIVER.  IN 1898 THIS MARK WAS
 RO0004'REFERENCED BY THE FOLLOWING BLAZED TREES-- 6-INCH NORWAY PINE, 31 FEET
 RO0004'DISTANT IN AZIMUTH 185 DEGREES.  10-INCH WHITE PINE, 31 FEET DISTANT
 RO0004'IN AZIMUTH 268 DEGREES.  AND 6-INCH NORWAY PINE, 10 FEET DISTANT IN
 RO0004'AZIMUTH 237 DEGREES.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT
 RO0004'4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 RO0004'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0003 ***********************************************************************
 RO0003  DESIGNATION -  320/2 CAP
 RO0003  PID         -  RO0003
 RO0003  STATE/COUNTY-  MN/CROW WING
 RO0003  COUNTRY     -  US
 RO0003  USGS QUAD   -  TROMMALD (1959)
 RO0003
 RO0003                         *CURRENT SURVEY CONTROL
 RO0003  ______________________________________________________________________
 RO0003* NAD 83(1986) POSITION- 46 33 10.     (N) 094 01 48.     (W)   SCALED    
 RO0003* NAVD 88 ORTHO HEIGHT -   365.57   (+/-2cm)    1199.4   (feet) VERTCON   
 RO0003  ______________________________________________________________________
 RO0003  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 RO0003  VERT ORDER      -  ? (See Below)
 RO0003
 RO0003.The horizontal coordinates were scaled from a topographic map and have
 RO0003.an estimated accuracy of +/- 6 seconds.
 RO0003.
 RO0003.The NAVD 88 height was computed by applying the VERTCON shift value to
 RO0003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RO0003
 RO0003.The vertical order pertains to the NGVD 29 superseded value.
 RO0003
 RO0003;                    North         East    Units  Estimated Accuracy
 RO0003;SPC MN C     -   272,610.      816,870.      MT  (+/- 180 meters Scaled)
 RO0003
 RO0003                          SUPERSEDED SURVEY CONTROL
 RO0003
 RO0003  NGVD 29 (??/??/92)  365.373  (m)         1198.73   (f) ADJ UNCH       
 RO0003
 RO0003.Superseded values are not recommended for survey control.
 RO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0003.See file dsdata.txt to determine how the superseded data were derived.
 RO0003
 RO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM210559(NAD 83)
 RO0003
 RO0003_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RO0003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RO0003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RO0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RO0003
 RO0003  HISTORY     - Date     Condition        Report By
 RO0003  HISTORY     - UNK      MONUMENTED       MRC
 RO0003  HISTORY     - 1934     GOOD             CGS
 RO0003
 RO0003                          STATION DESCRIPTION
 RO0003
 RO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RO0003'2.25 MI W FROM WOLFORD.
 RO0003'2-1/4 MILES WEST (AIR LINE) OF WOLFORD, 1-1/2 MILES DOWNSTREAM ALONG
 RO0003'THE LEFT BANK OF THE MISSISSIPPI RIVER FROM THE MOUTH OF PINE RIVER,
 RO0003'ABOUT 1 MILE UPSTREAM FROM THE FOSTER HOUSE, ABOUT 1/4 MILE NORTH OF
 RO0003'THE SOUTH LINE OF SEC. 17, T 47 N, R 29 W, ON THE NORTH SLOPE OF A
 RO0003'RIDGE, 25 YARDS UPSTREAM FROM THE HIGHEST POINT OF THE RIDGE, AND 5
 RO0003'YARDS BACK FROM THE LEFT BANK OF THE RIVER.  IN 1898 THIS MARK WAS
 RO0003'REFERENCED BY THE FOLLOWING BLAZED TREES-- 6-INCH NORWAY PINE, 31 FEET
 RO0003'DISTANT IN AZIMUTH 185 DEGREES.  10-INCH WHITE PINE, 31 FEET DISTANT
 RO0003'IN AZIMUTH 268 DEGREES.  AND 6-INCH NORWAY PINE.  10 FEET DISTANT IN
 RO0003'AZIMUTH 237 DEGREES.  4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RO0003'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6199 ***********************************************************************
 DM6199  DESIGNATION -  3202 A
 DM6199  PID         -  DM6199
 DM6199  STATE/COUNTY-  MN/JACKSON
 DM6199  COUNTRY     -  US
 DM6199  USGS QUAD   -  JACKSON NW (1970)
 DM6199
 DM6199                         *CURRENT SURVEY CONTROL
 DM6199  ______________________________________________________________________
 DM6199* NAD 83(1986) POSITION- 43 37 36.     (N) 094 59 24.     (W)   SCALED    
 DM6199* NAVD 88 ORTHO HEIGHT -   399.776  (meters)    1311.60  (feet) ADJUSTED  
 DM6199  ______________________________________________________________________
 DM6199  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DM6199  DYNAMIC HEIGHT  -        399.681 (meters)     1311.29  (feet) COMP
 DM6199  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 DM6199
 DM6199  VERT ORDER      -  SECOND    CLASS I
 DM6199
 DM6199.The horizontal coordinates were scaled from a topographic map and have
 DM6199.an estimated accuracy of +/- 6 seconds.
 DM6199.
 DM6199.The orthometric height was determined by differential leveling and
 DM6199.adjusted in June 2011.
 DM6199
 DM6199.No vertical observational check was made to the station.
 DM6199
 DM6199.The dynamic height is computed by dividing the NAVD 88
 DM6199.geopotential number by the normal gravity value computed on the
 DM6199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6199.degrees latitude (g = 980.6199 gals.).
 DM6199
 DM6199.The modeled gravity was interpolated from observed gravity values.
 DM6199
 DM6199;                    North         East    Units  Estimated Accuracy
 DM6199;SPC MN S     -   170,120.      720,100.      MT  (+/- 180 meters Scaled)
 DM6199
 DM6199                          SUPERSEDED SURVEY CONTROL
 DM6199
 DM6199.No superseded survey control is available for this station.
 DM6199
 DM6199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ394323(NAD 83)
 DM6199
 DM6199_MARKER: DB = BENCH MARK DISK
 DM6199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM6199_SP_SET: BRIDGE SIDEWALK
 DM6199_STAMPING: 3202 A 1955
 DM6199_MARK LOGO: MNDT  
 DM6199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM6199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM6199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6199+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 DM6199
 DM6199  HISTORY     - Date     Condition        Report By
 DM6199  HISTORY     - UNK      MONUMENTED
 DM6199  HISTORY     - 20030817 GOOD             MNDT
 DM6199
 DM6199                          STATION DESCRIPTION
 DM6199
 DM6199'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DM6199'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF
 DM6199'LAKEFIELD, 6.0 MI (9.7 KM) WEST OF ALPHA AND IN THE TOWN OF JACKSON,
 DM6199'MN.  IN NORTH PART OF JACKSON, IN SIDEWALK AT SOUTHEAST CORNER OF
 DM6199'TRUNK HIGHWAY 71 BRIDGE 6741 OVER DES MOINES RIVER.
 DM6199' 
 DM6199'IT IS 1 MI (1.6 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAYS 71 AND 16
 DM6199'AND INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 71 STATION 52+73, 28.4 FT
 DM6199'(8.7 M) EAST OF TRUNK HIGHWAY 71.
 DM6199' 
 DM6199'NOTE MARK WILL BE DESTROYED WHEN BRIDGE IS BUILT IN 2004.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6197 ***********************************************************************
 DM6197  DESIGNATION -  3202 B
 DM6197  PID         -  DM6197
 DM6197  STATE/COUNTY-  MN/JACKSON
 DM6197  COUNTRY     -  US
 DM6197  USGS QUAD   -  JACKSON NW (1970)
 DM6197
 DM6197                         *CURRENT SURVEY CONTROL
 DM6197  ______________________________________________________________________
 DM6197* NAD 83(1986) POSITION- 43 37 54.     (N) 094 59 40.     (W)   SCALED    
 DM6197* NAVD 88 ORTHO HEIGHT -   419.088  (meters)    1374.96  (feet) ADJUSTED  
 DM6197  ______________________________________________________________________
 DM6197  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DM6197  DYNAMIC HEIGHT  -        418.989 (meters)     1374.63  (feet) COMP
 DM6197  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 DM6197
 DM6197  VERT ORDER      -  SECOND    CLASS I
 DM6197
 DM6197.The horizontal coordinates were scaled from a topographic map and have
 DM6197.an estimated accuracy of +/- 6 seconds.
 DM6197.
 DM6197.The orthometric height was determined by differential leveling and
 DM6197.adjusted in June 2011.
 DM6197
 DM6197.No vertical observational check was made to the station.
 DM6197
 DM6197.The dynamic height is computed by dividing the NAVD 88
 DM6197.geopotential number by the normal gravity value computed on the
 DM6197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6197.degrees latitude (g = 980.6199 gals.).
 DM6197
 DM6197.The modeled gravity was interpolated from observed gravity values.
 DM6197
 DM6197;                    North         East    Units  Estimated Accuracy
 DM6197;SPC MN S     -   170,680.      719,750.      MT  (+/- 180 meters Scaled)
 DM6197
 DM6197                          SUPERSEDED SURVEY CONTROL
 DM6197
 DM6197.No superseded survey control is available for this station.
 DM6197
 DM6197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ391328(NAD 83)
 DM6197
 DM6197_MARKER: DB = BENCH MARK DISK
 DM6197_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6197_SP_SET: BOX CULVERT
 DM6197_STAMPING: 3202 B 1955
 DM6197_MARK LOGO: MNDT  
 DM6197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM6197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6197+STABILITY: SURFACE MOTION
 DM6197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6197+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 DM6197
 DM6197  HISTORY     - Date     Condition        Report By
 DM6197  HISTORY     - 1955     MONUMENTED       MNDT
 DM6197  HISTORY     - 20030817 GOOD             MNDT
 DM6197
 DM6197                          STATION DESCRIPTION
 DM6197
 DM6197'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DM6197'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF
 DM6197'LAKEFIELD, 6.2 MI (10.0 KM) WEST OF ALPHA AND 0.8 MI (1.3 KM)
 DM6197'NORTH-NORTHWEST OF JACKSON.
 DM6197' 
 DM6197'THE MARK IS AT NORTH EDGE OF JACKSON, 0.7 MI (1.1 KM) SOUTH ALONG
 DM6197'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND INTERSTATE
 DM6197'90, AT TRUNK HIGHWAY 71 MILE POINT 9.35, IN NORTHEAST CORNER OF TRUNK
 DM6197'HIGHWAY 71 BOX CULVERT, 68.3 FT (20.8 M) EAST OF NORTHBOUND TRUNK
 DM6197'HIGHWAY 71.
 DM6197' 
 DM6197'IT IS 41.2 FT (12.6 M) (12.6 M) SOUTHEAST OF LIGHT-POLE, 50.7 FT (15.5
 DM6197'M) WEST OF HOMEDALE DRIVE, 2.8 FT (0.9 M) EAST-SOUTHEAST OF A WITNESS
 DM6197'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0280 ***********************************************************************
 OP0280  DESIGNATION -  3203 A
 OP0280  PID         -  OP0280
 OP0280  STATE/COUNTY-  MN/JACKSON
 OP0280  COUNTRY     -  US
 OP0280  USGS QUAD   -  JACKSON NW (1970)
 OP0280
 OP0280                         *CURRENT SURVEY CONTROL
 OP0280  ______________________________________________________________________
 OP0280* NAD 83(1986) POSITION- 43 38 46.     (N) 094 59 07.     (W)   SCALED    
 OP0280* NAVD 88 ORTHO HEIGHT -   439.968  (meters)    1443.46  (feet) ADJUSTED  
 OP0280  ______________________________________________________________________
 OP0280  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 OP0280  DYNAMIC HEIGHT  -        439.865 (meters)     1443.12  (feet) COMP
 OP0280  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 OP0280
 OP0280  VERT ORDER      -  SECOND    CLASS I
 OP0280
 OP0280.This mark is at Jackson Airport (MJQ)
 OP0280
 OP0280.The horizontal coordinates were scaled from a topographic map and have
 OP0280.an estimated accuracy of +/- 6 seconds.
 OP0280.
 OP0280.The orthometric height was determined by differential leveling and
 OP0280.adjusted in June 1991.
 OP0280
 OP0280.The dynamic height is computed by dividing the NAVD 88
 OP0280.geopotential number by the normal gravity value computed on the
 OP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0280.degrees latitude (g = 980.6199 gals.).
 OP0280
 OP0280.The modeled gravity was interpolated from observed gravity values.
 OP0280
 OP0280;                    North         East    Units  Estimated Accuracy
 OP0280;SPC MN S     -   172,270.      720,510.      MT  (+/- 180 meters Scaled)
 OP0280
 OP0280                          SUPERSEDED SURVEY CONTROL
 OP0280
 OP0280  NGVD 29 (??/??/92)  439.849  (m)         1443.07   (f) ADJ UNCH    2 1
 OP0280
 OP0280.Superseded values are not recommended for survey control.
 OP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0280.See file dsdata.txt to determine how the superseded data were derived.
 OP0280
 OP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ398344(NAD 83)
 OP0280
 OP0280_MARKER: DD = SURVEY DISK
 OP0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0280_SP_SET: BASE
 OP0280_STAMPING: 3203 A 1974
 OP0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0280
 OP0280  HISTORY     - Date     Condition        Report By
 OP0280  HISTORY     - 1974     MONUMENTED       MNDT
 OP0280  HISTORY     - 1975     GOOD             MNDT
 OP0280
 OP0280                          STATION DESCRIPTION
 OP0280
 OP0280'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0280'0.7 MI N FROM JACKSON.
 OP0280'THE MARK IS LOCATED 0.1 NORTH OF THE ENTRANCE TO THE JACKSON MUNICIPAL
 OP0280'AIRPORT (0.65 MILE NORTH AND EAST ALONG TRUNK HIGHWAY 71 AND TRUNK
 OP0280'HIGHWAY 16 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 71). IT IS
 OP0280'75.0 FEET EAST OF AND ABOUT LEVEL WITH THE AIRPORT ENTRANCE, 124.3
 OP0280'FEET SOUTH OF THE SOUTH CORNER OF ONE-STORY BRICK BUILDING (AIRPORT
 OP0280'OFFICE) AND 42.0 FEET NORTH OF THE EAST CORNER OF A ONE-STORY METAL
 OP0280'BUILDING (HANGER).  THE MARK A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 OP0280'VERTICAL CONTROL MONUMENT (VCM) SET IN THE EAST CORNER OF THE 1 1/2
 OP0280'FOOT BY 1 1/2 FOOT CONCRETE BASE OF THE EAST LEG OF THE AIRPORT
 OP0280'BEACON.  IT PROJECTS 3 INCHES ABOVE THE GROUND.  SW 1/4 SECTION 12, T
 OP0280'102N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0281 ***********************************************************************
 OP0281  DESIGNATION -  3203 B
 OP0281  PID         -  OP0281
 OP0281  STATE/COUNTY-  MN/JACKSON
 OP0281  COUNTRY     -  US
 OP0281  USGS QUAD   -  JACKSON NW (1970)
 OP0281
 OP0281                         *CURRENT SURVEY CONTROL
 OP0281  ______________________________________________________________________
 OP0281* NAD 83(1986) POSITION- 43 38 58.0    (N) 094 59 02.4    (W)   HD_HELD2  
 OP0281* NAVD 88 ORTHO HEIGHT -   440.101  (meters)    1443.90  (feet) ADJUSTED  
 OP0281  ______________________________________________________________________
 OP0281  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 OP0281  DYNAMIC HEIGHT  -        439.998 (meters)     1443.56  (feet) COMP
 OP0281  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 OP0281
 OP0281  VERT ORDER      -  SECOND    CLASS I
 OP0281
 OP0281.This mark is at Jackson Airport (MJQ)
 OP0281
 OP0281.The horizontal coordinates were established by autonomous hand held GPS
 OP0281.observations and have an estimated accuracy of +/- 10 meters.
 OP0281.
 OP0281.The orthometric height was determined by differential leveling and
 OP0281.adjusted in June 1991.
 OP0281
 OP0281.Photographs are available for this station.
 OP0281
 OP0281.The dynamic height is computed by dividing the NAVD 88
 OP0281.geopotential number by the normal gravity value computed on the
 OP0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0281.degrees latitude (g = 980.6199 gals.).
 OP0281
 OP0281.The modeled gravity was interpolated from observed gravity values.
 OP0281
 OP0281;                    North         East    Units  Estimated Accuracy
 OP0281;SPC MN S     -   172,640.      720,613.      MT  (+/- 10 meters HH2 GPS)
 OP0281
 OP0281                          SUPERSEDED SURVEY CONTROL
 OP0281
 OP0281  NGVD 29 (??/??/92)  439.982  (m)         1443.51   (f) ADJ UNCH    2 1
 OP0281
 OP0281.Superseded values are not recommended for survey control.
 OP0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0281.See file dsdata.txt to determine how the superseded data were derived.
 OP0281
 OP0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3999934851(NAD 83)
 OP0281
 OP0281_MARKER: DD = SURVEY DISK
 OP0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0281_SP_SET: CONCRETE FOOTING
 OP0281_STAMPING: 3203 B 1974
 OP0281_MARK LOGO: MNHD  
 OP0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0281
 OP0281  HISTORY     - Date     Condition        Report By
 OP0281  HISTORY     - 1974     MONUMENTED       MNHD
 OP0281  HISTORY     - 1976     GOOD             MNDT
 OP0281  HISTORY     - 20080610 GOOD             MNDT
 OP0281
 OP0281                          STATION DESCRIPTION
 OP0281
 OP0281'DESCRIBED BY MN DEPT OF TRANSP 1976
 OP0281'0.9 MI N FROM JACKSON.
 OP0281'THE MARK IS LOCATED ABOUT 0.3 MILE NORTH-NORTHWEST OF THE ENTRANCE TO
 OP0281'THE JACKSON MUNICIPAL AIRPORT (0.65 MILE NORTH AND EAST ALONG TRUNK
 OP0281'HIGHWAY 71 AND TRUNK HIGHWAY 16 FROM THE JUNCTION OF FAI 90 AND TRUNK
 OP0281'HIGHWAY 71).  IT IS 204.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 OP0281'GRASS RUNWAY (NORTHEAST-SOUTHWEST) AND 311.0 FEET NORTHEAST OF THE
 OP0281'NORTHEAST EDGE OF THE BITUMINOUS PAVED RUNWAY (NORTHWEST-SOUTHEAST).
 OP0281'THE MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 OP0281'MONUMENT (VCM) DISK, IS SET IN THE SOUTHERN MOST (SOUTHWEST) CORNER OF
 OP0281'THE 2 FOOT BY 3 FOOT CONCRETE BASE FOR THE AIRPORT WIND SOCK.  IT IS
 OP0281'ABOUT LEVEL WITH THE INTERSECTION OF THE RUNWAYS.  SE 1/4 SECTION 12,
 OP0281'T 102N, R 35W.
 OP0281
 OP0281                          STATION RECOVERY (2008)
 OP0281
 OP0281'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAZ)
 OP0281'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-SOUTHEAST OF
 OP0281'LAKEFIELD, 5.7 MI (9.2 KM) WEST OF ALPHA AND 2.0 MI (3.2 KM) NORTH OF
 OP0281'JACKSON.
 OP0281' 
 OP0281'TO REACH TO THE MARK GO 1.67 MI (2.7 KM) NORTH OF JACKSON, AT JACKSON
 OP0281'AIRPORT, 0.3 MI (0.5 KM) NORTH-NORTHWEST OF AIRPORT ENTRANCE, 204 FT
 OP0281'(62.2 M) SOUTHWEST OF SOUTHWEST EDGE OF NORTHWESTERLY GRASS RUNWAY,
 OP0281'311 FT (94.8 M) NORTHEAST OF NORTHEAST EDGE OF NORTHWESTERLY
 OP0281'BITUMINOUS RUNWAY, IN SOUTHWEST CORNER OF 2 FT (0.6 M) BY 3 FT (0.9 M)
 OP0281'CONCRETE BASE OF WIND SOCK, IN CLINTON-DAHL MEMORIAL FIELD, WINDSOCK
 OP0281'IS IN FARM FIELD NORTH OF TERMINAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0473 ***********************************************************************
 OP0473  DESIGNATION -  3204 AB
 OP0473  PID         -  OP0473
 OP0473  STATE/COUNTY-  MN/JACKSON
 OP0473  COUNTRY     -  US
 OP0473  USGS QUAD   -  BREWSTER (1976)
 OP0473
 OP0473                         *CURRENT SURVEY CONTROL
 OP0473  ______________________________________________________________________
 OP0473* NAD 83(1986) POSITION- 43 42 37.     (N) 095 27 10.     (W)   SCALED    
 OP0473* NAVD 88 ORTHO HEIGHT -   445.992  (meters)    1463.23  (feet) ADJUSTED  
 OP0473  ______________________________________________________________________
 OP0473  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 OP0473  DYNAMIC HEIGHT  -        445.891 (meters)     1462.89  (feet) COMP
 OP0473  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 OP0473
 OP0473  VERT ORDER      -  SECOND    CLASS I
 OP0473
 OP0473.The horizontal coordinates were scaled from a topographic map and have
 OP0473.an estimated accuracy of +/- 6 seconds.
 OP0473.
 OP0473.The orthometric height was determined by differential leveling and
 OP0473.adjusted in June 1991.
 OP0473
 OP0473.The dynamic height is computed by dividing the NAVD 88
 OP0473.geopotential number by the normal gravity value computed on the
 OP0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0473.degrees latitude (g = 980.6199 gals.).
 OP0473
 OP0473.The modeled gravity was interpolated from observed gravity values.
 OP0473
 OP0473;                    North         East    Units  Estimated Accuracy
 OP0473;SPC MN S     -   179,960.      682,920.      MT  (+/- 180 meters Scaled)
 OP0473
 OP0473                          SUPERSEDED SURVEY CONTROL
 OP0473
 OP0473.No superseded survey control is available for this station.
 OP0473
 OP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ023426(NAD 83)
 OP0473
 OP0473_MARKER: DD = SURVEY DISK
 OP0473_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0473+WITH SETTING: INTO GROUND
 OP0473_STAMPING: 3204 AB 1974
 OP0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0473+STABILITY: SURFACE MOTION
 OP0473
 OP0473  HISTORY     - Date     Condition        Report By
 OP0473  HISTORY     - 1974     MONUMENTED       MNDT
 OP0473
 OP0473                          STATION DESCRIPTION
 OP0473
 OP0473'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0473'1.1 MI NE FROM BREWSTER.
 OP0473'THE MARK IS LOCATED 1.1 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0473'OF TH 60 AND NOBLES COUNTY ROAD 1, IN BREWSTER, AT THE NOBLES-JACKSON
 OP0473'COUNTY LINE.  IT IS ABOUT 200 FEET SOUTHEAST OF THE TH 60 CENTERLINE
 OP0473'AT MILEPOINT 19.95, ON AN EAST-WEST FENCE LINE AND TWIN POLE POWER
 OP0473'LINE, 8.0 FEET NORTH OF A POWER POLE AND 8.0 FEET SOUTH OF A POWER
 OP0473'POLE.  IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK
 OP0473'(VCM) DISK CRIMPED TO 16.0 FEET OF COPPER CLAD STEEL ROD AND 0.5 FOOT
 OP0473'NORTHEAST OF A STEEL WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 OP0473'ABOVE GROUND LEVEL.  SW 1/4 SECTION 19, T 103 N, R 38 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0472 ***********************************************************************
 OP0472  DESIGNATION -  3204 AC
 OP0472  PID         -  OP0472
 OP0472  STATE/COUNTY-  MN/JACKSON
 OP0472  COUNTRY     -  US
 OP0472  USGS QUAD   -  BREWSTER (1976)
 OP0472
 OP0472                         *CURRENT SURVEY CONTROL
 OP0472  ______________________________________________________________________
 OP0472* NAD 83(1996) POSITION- 43 43 17.63646(N) 095 26 06.59444(W)   NO CHECK  
 OP0472* NAVD 88 ORTHO HEIGHT -   441.837  (meters)    1449.59  (feet) ADJUSTED  
 OP0472  ______________________________________________________________________
 OP0472  LAPLACE CORR    -         -5.76  (seconds)                    DEFLEC09
 OP0472  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 OP0472  DYNAMIC HEIGHT  -        441.736 (meters)     1449.26  (feet) COMP
 OP0472  MODELED GRAVITY -    980,377.1   (mgal)                       NAVD 88
 OP0472
 OP0472  HORZ ORDER      -  THIRD
 OP0472  VERT ORDER      -  SECOND    CLASS I
 OP0472
 OP0472.The horizontal coordinates were established by classical geodetic methods
 OP0472.and adjusted by the National Geodetic Survey in March 1999.
 OP0472.
 OP0472.No horizontal observational check was made to the station.
 OP0472.
 OP0472.The orthometric height was determined by differential leveling and
 OP0472.adjusted in June 1991.
 OP0472
 OP0472.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0472
 OP0472.The dynamic height is computed by dividing the NAVD 88
 OP0472.geopotential number by the normal gravity value computed on the
 OP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0472.degrees latitude (g = 980.6199 gals.).
 OP0472
 OP0472.The modeled gravity was interpolated from observed gravity values.
 OP0472
 OP0472. The following values were computed from the NAD 83(1996) position.
 OP0472
 OP0472;                    North         East     Units Scale Factor Converg.
 OP0472;SPC MN S     -   181,190.973   684,358.253   MT  1.00001396   -1 00 21.4
 OP0472;SPC MN S     -   594,457.38  2,245,265.37   sFT  1.00001396   -1 00 21.4
 OP0472;UTM  15      - 4,843,830.386   303,849.362   MT  1.00007326   -1 41 01.0
 OP0472
 OP0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0472!SPC MN S     -   0.99993494  x   1.00001396  =   0.99994890
 OP0472!UTM  15      -   0.99993494  x   1.00007326  =   1.00000820
 OP0472
 OP0472                          SUPERSEDED SURVEY CONTROL
 OP0472
 OP0472  NAD 83(1986)-  43 43 17.63245(N)    095 26 06.58178(W) AD(       ) 3
 OP0472  NAD 27      -  43 43 17.77529(N)    095 26 05.57279(W) AD(       ) 3
 OP0472  NGVD 29 (07/19/86)  441.68   (m)         1449.1    (f) LEVELING    3  
 OP0472
 OP0472.Superseded values are not recommended for survey control.
 OP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0472.See file dsdata.txt to determine how the superseded data were derived.
 OP0472
 OP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0384943830(NAD 83)
 OP0472
 OP0472_MARKER: DD = SURVEY DISK
 OP0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0472_STAMPING: 3204 AC 1974
 OP0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0472+STABILITY: SURFACE MOTION
 OP0472
 OP0472  HISTORY     - Date     Condition        Report By
 OP0472  HISTORY     - 1974     MONUMENTED       MNDT
 OP0472  HISTORY     - 1974     GOOD             MNDT
 OP0472
 OP0472                          STATION DESCRIPTION
 OP0472
 OP0472'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0472'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF THE CITY OF
 OP0472'BREWSTER IN THE NE 1/4 OF SECTION 17, T 103N, R 38W, ON THE SOUTH
 OP0472'RIGHT-OF-WAY OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 60 MILEPOINT
 OP0472'21.8, AND ABOUT 0.3 MILE SOUTHWEST OF COUNTY ROAD 20.
 OP0472'
 OP0472'A STANDARD MNHD VERTICAL CONTROL MARK DISK
 OP0472'STAMPED 3204 C 1974, IS CRIMPED TO A 5/8 INCH BY 32.0 FOOT LONG
 OP0472'COPPER COATED STEEL ROD.  THE MARK IS 175.0 FEET SOUTHEAST OF
 OP0472'TRUNK HIGHWAY 60 AT MILEPOINT 21.05, 175.3 FEET EAST OF A
 OP0472'TELEGRAPH POLE, 83.3 FEET EAST OF COUNTY ROAD 61, 46.0 FEET
 OP0472'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, AND 1.0 FOOT
 OP0472'NORTHWEST OF A STEEL WITNESS POST.
 OP0472
 OP0472                          STATION RECOVERY (1974)
 OP0472
 OP0472'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 OP0472'2.2 MI NE FROM BREWSTER.
 OP0472'THE MARK IS LOCATED 2.2 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0472'OF TH 60 AND NOBLES COUNTY ROAD 1 IN BREWSTER, 1 MILE NORTHEAST OF THE
 OP0472'NOBLES-JACKSON COUNTY LINE.  IT IS 175.0 FEET SOUTHEAST OF THE TH 60
 OP0472'CENTERLINE AT MILEPOINT 21.05, 175.3 FEET EAST OF A TELEGRAPH POLE
 OP0472'(WITH RAILROAD MILE MARKER 167), 83.3 FEET EAST OF THE CENTER OF
 OP0472'JACKSON COUNTY ROAD 61, 46.0 FEET SOUTHEAST OF, AND 3.0 FEET LOWER
 OP0472'THAN THE SOUTHEAST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD.  IT IS A
 OP0472'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK CRIMPED
 OP0472'TO 32.0 FEET OF COPPER CLAD STEEL ROD AND 1.0 FOOT NORTHWEST OF A
 OP0472'STEEL WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE GROUND
 OP0472'LEVEL.  SW 1/4 SECTION 17, T 103 N, R 38 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0470 ***********************************************************************
 OP0470  DESIGNATION -  3204 AD
 OP0470  PID         -  OP0470
 OP0470  STATE/COUNTY-  MN/JACKSON
 OP0470  COUNTRY     -  US
 OP0470  USGS QUAD   -  BREWSTER (1976)
 OP0470
 OP0470                         *CURRENT SURVEY CONTROL
 OP0470  ______________________________________________________________________
 OP0470* NAD 83(1996) POSITION- 43 43 44.08294(N) 095 25 25.82123(W)   NO CHECK  
 OP0470* NAVD 88 ORTHO HEIGHT -   440.585  (meters)    1445.49  (feet) ADJUSTED  
 OP0470  ______________________________________________________________________
 OP0470  LAPLACE CORR    -         -5.79  (seconds)                    DEFLEC09
 OP0470  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 OP0470  DYNAMIC HEIGHT  -        440.484 (meters)     1445.15  (feet) COMP
 OP0470  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 OP0470
 OP0470  HORZ ORDER      -  THIRD
 OP0470  VERT ORDER      -  SECOND    CLASS I
 OP0470
 OP0470.The horizontal coordinates were established by classical geodetic methods
 OP0470.and adjusted by the National Geodetic Survey in March 1999.
 OP0470.
 OP0470.No horizontal observational check was made to the station.
 OP0470.
 OP0470.The orthometric height was determined by differential leveling and
 OP0470.adjusted in June 1991.
 OP0470
 OP0470.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0470
 OP0470.The dynamic height is computed by dividing the NAVD 88
 OP0470.geopotential number by the normal gravity value computed on the
 OP0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0470.degrees latitude (g = 980.6199 gals.).
 OP0470
 OP0470.The modeled gravity was interpolated from observed gravity values.
 OP0470
 OP0470. The following values were computed from the NAD 83(1996) position.
 OP0470
 OP0470;                    North         East     Units Scale Factor Converg.
 OP0470;SPC MN S     -   181,991.119   685,284.987   MT  1.00001224   -0 59 52.8
 OP0470;SPC MN S     -   597,082.53  2,248,305.83   sFT  1.00001224   -0 59 52.8
 OP0470;UTM  15      - 4,844,619.558   304,785.551   MT  1.00006876   -1 40 33.6
 OP0470
 OP0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0470!SPC MN S     -   0.99993514  x   1.00001224  =   0.99994738
 OP0470!UTM  15      -   0.99993514  x   1.00006876  =   1.00000390
 OP0470
 OP0470                          SUPERSEDED SURVEY CONTROL
 OP0470
 OP0470  NAD 83(1986)-  43 43 44.07881(N)    095 25 25.80853(W) AD(       ) 3
 OP0470  NAD 27      -  43 43 44.22267(N)    095 25 24.80181(W) AD(       ) 3
 OP0470  NGVD 29 (07/19/86)  440.44   (m)         1445.0    (f) LEVELING    3  
 OP0470
 OP0470.Superseded values are not recommended for survey control.
 OP0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0470.See file dsdata.txt to determine how the superseded data were derived.
 OP0470
 OP0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0478544619(NAD 83)
 OP0470
 OP0470_MARKER: DD = SURVEY DISK
 OP0470_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0470+WITH SETTING: INTO GROUND
 OP0470_STAMPING: 3204 AD 1974
 OP0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0470+STABILITY: SURFACE MOTION
 OP0470
 OP0470  HISTORY     - Date     Condition        Report By
 OP0470  HISTORY     - 1974     MONUMENTED       MNDT
 OP0470  HISTORY     - 1974     GOOD             MNDT
 OP0470
 OP0470                          STATION DESCRIPTION
 OP0470
 OP0470'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0470'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND
 OP0470'COUNTY ROAD 1 IN BREWSTER GO NORTHEAST ON TRUNK HIGHWAY 60 FOR
 OP0470'3.05 MILES TO THE STATION ALBA MNHD ON THE RIGHT.
 OP0470'
 OP0470'A STANDARD MNHD VERTICAL CONTROL MARK
 OP0470'DISK STAMPED 3204 AD 1974 IS CRIMPED ON A 5/8 INCH BY 24 FOOT
 OP0470'COPPER CLAD STEEL ROD.  THE MARK IS 172.3 FEET SOUTHEAST OF THE
 OP0470'CENTERLINE OF TRUNK HIGHWAY 60, 45.0 FEET SOUTHEAST OF THE
 OP0470'SOUTHEAST RAIL OF THE TRACKS, 95.1 FEET SOUTH-SOUTHEAST OF A
 OP0470'TELEGRAPH POLE, AND 1.0 FOOT NORTH-NORTHWEST OF A STEEL WITNESS
 OP0470'POST.
 OP0470
 OP0470                          STATION RECOVERY (1974)
 OP0470
 OP0470'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 OP0470'3.0 MI NE FROM BREWSTER.
 OP0470'THE MARK IS LOCATED 3.05 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0470'OF TH 60 AND NOBLES COUNTY ROAD 1 IN BREWSTER.  IT IS 170.0 FEET
 OP0470'SOUTHEAST OF THE CENTERLINE OF TH 60 AT MILEPOINT 21.8, 138.5 FEET
 OP0470'EAST OF A TELEGRAPH POLE (WITH GUY WIRE), 45.2 FEET SOUTHEAST OF, AND
 OP0470'3.0 FEET LOWER THAN THE SOUTHEAST RAIL OF THE CHICAGO-NORTHWESTERN
 OP0470'RAILROAD.  IT IS ALSO 93.4 FEET SOUTHEAST OF MNHD TRAVERSE STATION
 OP0470'ALBA AND 135.5 FEET EAST OF ALBA RM 2.  IT IS A MINNESOTA HIGHWAY
 OP0470'DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK CRIMPED TO 24 FEET OF
 OP0470'COPPER CLAD STEEL ROD AND 0.8 FOOT NORTHWEST OF A STEEL WITNESS POST.
 OP0470'THE MARK PROJECTS ABOUT 3 INCHES ABOVE GROUND LEVEL. NE 1/4 SECTION
 OP0470'17, T 103 N, R 38 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0468 ***********************************************************************
 OP0468  DESIGNATION -  3204 AE
 OP0468  PID         -  OP0468
 OP0468  STATE/COUNTY-  MN/JACKSON
 OP0468  COUNTRY     -  US
 OP0468  USGS QUAD   -  BREWSTER (1976)
 OP0468
 OP0468                         *CURRENT SURVEY CONTROL
 OP0468  ______________________________________________________________________
 OP0468* NAD 83(1986) POSITION- 43 43 57.     (N) 095 25 05.     (W)   SCALED    
 OP0468* NAVD 88 ORTHO HEIGHT -   437.756  (meters)    1436.20  (feet) ADJUSTED  
 OP0468  ______________________________________________________________________
 OP0468  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 OP0468  DYNAMIC HEIGHT  -        437.655 (meters)     1435.87  (feet) COMP
 OP0468  MODELED GRAVITY -    980,375.4   (mgal)                       NAVD 88
 OP0468
 OP0468  VERT ORDER      -  SECOND    CLASS I
 OP0468
 OP0468.The horizontal coordinates were scaled from a topographic map and have
 OP0468.an estimated accuracy of +/- 6 seconds.
 OP0468.
 OP0468.The orthometric height was determined by differential leveling and
 OP0468.adjusted in June 1991.
 OP0468
 OP0468.The dynamic height is computed by dividing the NAVD 88
 OP0468.geopotential number by the normal gravity value computed on the
 OP0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0468.degrees latitude (g = 980.6199 gals.).
 OP0468
 OP0468.The modeled gravity was interpolated from observed gravity values.
 OP0468
 OP0468;                    North         East    Units  Estimated Accuracy
 OP0468;SPC MN S     -   182,380.      685,760.      MT  (+/- 180 meters Scaled)
 OP0468
 OP0468                          SUPERSEDED SURVEY CONTROL
 OP0468
 OP0468.No superseded survey control is available for this station.
 OP0468
 OP0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ052450(NAD 83)
 OP0468
 OP0468_MARKER: DD = SURVEY DISK
 OP0468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0468_SP_SET: BRIDGE
 OP0468_STAMPING: 3204 AE 1974
 OP0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0468
 OP0468  HISTORY     - Date     Condition        Report By
 OP0468  HISTORY     - 1974     MONUMENTED       MNDT
 OP0468
 OP0468                          STATION DESCRIPTION
 OP0468
 OP0468'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0468'3.1 MI SW FROM MILOMA.
 OP0468'THE MARK IS LOCATED 3.1 MILES SOUTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0468'OF THE RAILROAD AND TH 60 IM MILOMA.  IT IS ALSO 3.45 MILES NORTHEAST
 OP0468'ALONG TH 60 FROM THE JUNCTION OF TH 60 AND NOBLES COUNTY ROAD 1 IN
 OP0468'BREWSTER.  IT IS 111.0 FEET SOUTHEAST OF THE CENTERLINE OF TH 60 AT
 OP0468'MILEPOINT 22.3, AND 11.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 OP0468'CHICAGO-NORTHWESTERN RAILROAD.  IT IS A MINNESOTA HIGHWAY DEPARTMENT
 OP0468'VERTICAL CONTROL MARK (VCM) DISK CEMENTED IN THE NORTHWEST END OF THE
 OP0468'NORTHEAST BRIDGE SEAT, 5.0 FEET LOWER THAN THE TRACKS OF THE RAILROAD
 OP0468'BRIDGE OVER JUDICIAL DITCH NO. 76.  SE 1/4 SECTION 8, T 103 N, R 38 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0467 ***********************************************************************
 OP0467  DESIGNATION -  3204 AF
 OP0467  PID         -  OP0467
 OP0467  STATE/COUNTY-  MN/JACKSON
 OP0467  COUNTRY     -  US
 OP0467  USGS QUAD   -  BREWSTER (1976)
 OP0467
 OP0467                         *CURRENT SURVEY CONTROL
 OP0467  ______________________________________________________________________
 OP0467* NAD 83(1986) POSITION- 43 44 34.     (N) 095 24 10.     (W)   SCALED    
 OP0467* NAVD 88 ORTHO HEIGHT -   438.175  (meters)    1437.58  (feet) ADJUSTED  
 OP0467  ______________________________________________________________________
 OP0467  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 OP0467  DYNAMIC HEIGHT  -        438.073 (meters)     1437.24  (feet) COMP
 OP0467  MODELED GRAVITY -    980,374.3   (mgal)                       NAVD 88
 OP0467
 OP0467  VERT ORDER      -  SECOND    CLASS I
 OP0467
 OP0467.The horizontal coordinates were scaled from a topographic map and have
 OP0467.an estimated accuracy of +/- 6 seconds.
 OP0467.
 OP0467.The orthometric height was determined by differential leveling and
 OP0467.adjusted in June 1991.
 OP0467
 OP0467.The dynamic height is computed by dividing the NAVD 88
 OP0467.geopotential number by the normal gravity value computed on the
 OP0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0467.degrees latitude (g = 980.6199 gals.).
 OP0467
 OP0467.The modeled gravity was interpolated from observed gravity values.
 OP0467
 OP0467;                    North         East    Units  Estimated Accuracy
 OP0467;SPC MN S     -   183,500.      687,010.      MT  (+/- 180 meters Scaled)
 OP0467
 OP0467                          SUPERSEDED SURVEY CONTROL
 OP0467
 OP0467.No superseded survey control is available for this station.
 OP0467
 OP0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ065461(NAD 83)
 OP0467
 OP0467_MARKER: DD = SURVEY DISK
 OP0467_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0467+WITH SETTING: INTO GROUND
 OP0467_STAMPING: 3204 AF 1974
 OP0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0467+STABILITY: SURFACE MOTION
 OP0467
 OP0467  HISTORY     - Date     Condition        Report By
 OP0467  HISTORY     - 1974     MONUMENTED       MNDT
 OP0467
 OP0467                          STATION DESCRIPTION
 OP0467
 OP0467'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0467'2.15 MI SW FROM MILOMA.
 OP0467'THE MARK IS LOCATED 2.15 MILES SOUTHWEST ALONG TH 60 FROM THE JUNCTION
 OP0467'OF THE RAILROAD AND TH 60 IN MILOMA.  IT IS 174.0 FEET SOUTHEAST OF
 OP0467'THE CENTERLINE OF TH 60 AT MILEPOINT 23.25, 89.0 FEET EAST OF A
 OP0467'TELEGRAPH POLE, 56.4 FEET SOUTH OF THE SOUTH CORNER OF A 3 BY 3 FOOT
 OP0467'RAILROAD SIGNAL BOX, 46.3 FEET SOUTHEAST OF, AND 3 FEET LOWER THAN THE
 OP0467'SOUTHEAST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD, AND 1.0 FOOT
 OP0467'NORTHWEST OF A FENCE LINE.  IT IS A MINNESOTA HIGHWAY DEPARTMENT
 OP0467'VERTICAL CONTROL MARK (VCM) DISK CRIMPED TO 32.0 FEET OF COPPER CLAD
 OP0467'STEEL ROD AND 0.8 FOOT NORTHWEST OF A STEEL WITNESS POST. THE MARK
 OP0467'PROJECTS ABOUT 3 INCHES ABOVE GROUND LEVEL.  NE 1/4 SECTION, T 103 N,
 OP0467'R 38W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0465 ***********************************************************************
 OP0465  DESIGNATION -  3204 AG
 OP0465  PID         -  OP0465
 OP0465  STATE/COUNTY-  MN/JACKSON
 OP0465  COUNTRY     -  US
 OP0465  USGS QUAD   -  DUNDEE (1981)
 OP0465
 OP0465                         *CURRENT SURVEY CONTROL
 OP0465  ______________________________________________________________________
 OP0465* NAD 83(1986) POSITION- 43 45 03.     (N) 095 23 25.     (W)   SCALED    
 OP0465* NAVD 88 ORTHO HEIGHT -   435.918  (meters)    1430.17  (feet) ADJUSTED  
 OP0465  ______________________________________________________________________
 OP0465  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 OP0465  DYNAMIC HEIGHT  -        435.816 (meters)     1429.84  (feet) COMP
 OP0465  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 OP0465
 OP0465  VERT ORDER      -  SECOND    CLASS I
 OP0465
 OP0465.The horizontal coordinates were scaled from a topographic map and have
 OP0465.an estimated accuracy of +/- 6 seconds.
 OP0465.
 OP0465.The orthometric height was determined by differential leveling and
 OP0465.adjusted in June 1991.
 OP0465
 OP0465.The dynamic height is computed by dividing the NAVD 88
 OP0465.geopotential number by the normal gravity value computed on the
 OP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0465.degrees latitude (g = 980.6199 gals.).
 OP0465
 OP0465.The modeled gravity was interpolated from observed gravity values.
 OP0465
 OP0465;                    North         East    Units  Estimated Accuracy
 OP0465;SPC MN S     -   184,380.      688,030.      MT  (+/- 180 meters Scaled)
 OP0465
 OP0465                          SUPERSEDED SURVEY CONTROL
 OP0465
 OP0465.No superseded survey control is available for this station.
 OP0465
 OP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ075469(NAD 83)
 OP0465
 OP0465_MARKER: DD = SURVEY DISK
 OP0465_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0465_SP_SET: ABUTMENT
 OP0465_STAMPING: 3204 AG 1974
 OP0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0465
 OP0465  HISTORY     - Date     Condition        Report By
 OP0465  HISTORY     - 1974     MONUMENTED       MNDT
 OP0465
 OP0465                          STATION DESCRIPTION
 OP0465
 OP0465'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0465'1.25 MI SW FROM MILOMA.
 OP0465'THE MARK IS LOCATED 1.25 MILES SOUTHWEST ALONG TH 60 FROM THE JUNCTION
 OP0465'OF THE RAILROAD AND TH 60 IN MILOMA.  IT IS 116.0 FEET SOUTHEAST OF,
 OP0465'AND LEVEL WITH THE CENTERLINE OF TH 60 AT MILEPOINT 24.1, 6.7 FEET
 OP0465'NORTHWEST OF, AND 1.0 FOOT LOWER THAN THE NORTHWEST RAIL OF THE
 OP0465'CHICAGO-NORTHWESTERN RAILROAD.  IT IS A MINNESOTA HIGHWAY DEPARTMENT
 OP0465'VERTICAL CONTROL MARK (VCM) DISK CEMENTED IN THE NORTHWEST END OF THE
 OP0465'SOUTHWEST ABUTMENT OF RAILROAD BRIDGE NO. 658 OVER A SMALL CREEK. SW
 OP0465'1/4 SECTION 3, T 103N, R 38W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0359 ***********************************************************************
 OP0359  DESIGNATION -  3204 G
 OP0359  PID         -  OP0359
 OP0359  STATE/COUNTY-  MN/JACKSON
 OP0359  COUNTRY     -  US
 OP0359  USGS QUAD   -  HERON LAKE (1970)
 OP0359
 OP0359                         *CURRENT SURVEY CONTROL
 OP0359  ______________________________________________________________________
 OP0359* NAD 83(1986) POSITION- 43 47 03.     (N) 095 20 19.     (W)   SCALED    
 OP0359* NAVD 88 ORTHO HEIGHT -   431.691  (meters)    1416.31  (feet) ADJUSTED  
 OP0359  ______________________________________________________________________
 OP0359  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 OP0359  DYNAMIC HEIGHT  -        431.591 (meters)     1415.98  (feet) COMP
 OP0359  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 OP0359
 OP0359  VERT ORDER      -  SECOND    CLASS 0
 OP0359
 OP0359.The horizontal coordinates were scaled from a topographic map and have
 OP0359.an estimated accuracy of +/- 6 seconds.
 OP0359.
 OP0359.The orthometric height was determined by differential leveling and
 OP0359.adjusted in June 1991.
 OP0359
 OP0359.The dynamic height is computed by dividing the NAVD 88
 OP0359.geopotential number by the normal gravity value computed on the
 OP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0359.degrees latitude (g = 980.6199 gals.).
 OP0359
 OP0359.The modeled gravity was interpolated from observed gravity values.
 OP0359
 OP0359;                    North         East    Units  Estimated Accuracy
 OP0359;SPC MN S     -   188,010.      692,250.      MT  (+/- 180 meters Scaled)
 OP0359
 OP0359                          SUPERSEDED SURVEY CONTROL
 OP0359
 OP0359  NGVD 29 (??/??/92)  431.554  (m)         1415.86   (f) ADJ UNCH    2 0
 OP0359
 OP0359.Superseded values are not recommended for survey control.
 OP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0359.See file dsdata.txt to determine how the superseded data were derived.
 OP0359
 OP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ118505(NAD 83)
 OP0359
 OP0359_MARKER: DB = BENCH MARK DISK
 OP0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0359_SP_SET: ABUTMENT
 OP0359_STAMPING: 3204-G 1972
 OP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0359
 OP0359  HISTORY     - Date     Condition        Report By
 OP0359  HISTORY     - 1972     MONUMENTED       MNDT
 OP0359
 OP0359                          STATION DESCRIPTION
 OP0359
 OP0359'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0359'1.2 MI SW FROM HERON LAKE.
 OP0359'MARK IS LOCATED 1.2 MILES SOUTHWEST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0359'T.H. 60 AND COUNTY ROAD 9 IN HERON LAKE, 125 FEET SOUTHEAST OF THE
 OP0359'CENTERLINE OF T.H. 60 AT MILE POINT 27.55, 7 FEET SOUTHEAST OF, AND 2
 OP0359'FEET LOWER THAN THE SOUTHEAST RAIL OF THE CHICAGO-NORTHWESTERN
 OP0359'RAILROAD, IN THE EAST CORNER OF THE NORTHEAST STONE ABUTMENT OF
 OP0359'RAILROAD BRIDGE NO. 653 OVER A SMALL CREEK.  NE 1/4 SECTION 25, T 104,
 OP0359'R 38.  NOTE-- THIS MARK IS ALSO 2.1 MILES NORTHEAST ALONG T.H. 60 FROM
 OP0359'THE RAILROAD CROSSING IN MILOMA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0362 ***********************************************************************
 OP0362  DESIGNATION -  3204 H
 OP0362  PID         -  OP0362
 OP0362  STATE/COUNTY-  MN/JACKSON
 OP0362  COUNTRY     -  US
 OP0362  USGS QUAD   -  HERON LAKE (1970)
 OP0362
 OP0362                         *CURRENT SURVEY CONTROL
 OP0362  ______________________________________________________________________
 OP0362* NAD 83(1986) POSITION- 43 47 31.     (N) 095 18 50.     (W)   SCALED    
 OP0362* NAVD 88 ORTHO HEIGHT -   431.899  (meters)    1416.99  (feet) ADJUSTED  
 OP0362  ______________________________________________________________________
 OP0362  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 OP0362  DYNAMIC HEIGHT  -        431.799 (meters)     1416.66  (feet) COMP
 OP0362  MODELED GRAVITY -    980,373.9   (mgal)                       NAVD 88
 OP0362
 OP0362  VERT ORDER      -  SECOND    CLASS 0
 OP0362
 OP0362.The horizontal coordinates were scaled from a topographic map and have
 OP0362.an estimated accuracy of +/- 6 seconds.
 OP0362.
 OP0362.The orthometric height was determined by differential leveling and
 OP0362.adjusted in June 1991.
 OP0362
 OP0362.The dynamic height is computed by dividing the NAVD 88
 OP0362.geopotential number by the normal gravity value computed on the
 OP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0362.degrees latitude (g = 980.6199 gals.).
 OP0362
 OP0362.The modeled gravity was interpolated from observed gravity values.
 OP0362
 OP0362;                    North         East    Units  Estimated Accuracy
 OP0362;SPC MN S     -   188,850.      694,260.      MT  (+/- 180 meters Scaled)
 OP0362
 OP0362                          SUPERSEDED SURVEY CONTROL
 OP0362
 OP0362  NGVD 29 (??/??/92)  431.755  (m)         1416.52   (f) ADJ UNCH    2 0
 OP0362
 OP0362.Superseded values are not recommended for survey control.
 OP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0362.See file dsdata.txt to determine how the superseded data were derived.
 OP0362
 OP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ138513(NAD 83)
 OP0362
 OP0362_MARKER: DD = SURVEY DISK
 OP0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0362_SP_SET: BASE
 OP0362_STAMPING: 3204-H 1972
 OP0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0362
 OP0362  HISTORY     - Date     Condition        Report By
 OP0362  HISTORY     - 1972     MONUMENTED       MNDT
 OP0362
 OP0362                          STATION DESCRIPTION
 OP0362
 OP0362'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0362'IN HERON LAKE.
 OP0362'MARK IS LOCATED IN HERON LAKE, 0.5 MILES SOUTHEAST OF T.H. 60, 0.15
 OP0362'MILES NORTHEAST OF COUNTY ROAD 9, 0.1 MILE NORTHEAST OF THE HERON LAKE
 OP0362'HOSPITAL, 44.6 FEET WEST OF THE SOUTHWEST CORNER OF THE HERON LAKE
 OP0362'SCHOOL BUILDING, 5.1 FEET SOUTH OF THE SOUTH WALL, IN THE SOUTHWEST
 OP0362'CORNER OF A 3 BY 3 FOOT CONCRETE BASE FOR A TELEVISION ANTENNA TOWER.
 OP0362'SW 1/4 SECTION 20, T 104, R 37.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0364 ***********************************************************************
 OP0364  DESIGNATION -  3204 J
 OP0364  PID         -  OP0364
 OP0364  STATE/COUNTY-  MN/JACKSON
 OP0364  COUNTRY     -  US
 OP0364  USGS QUAD   -  HERON LAKE (1970)
 OP0364
 OP0364                         *CURRENT SURVEY CONTROL
 OP0364  ______________________________________________________________________
 OP0364* NAD 83(1986) POSITION- 43 48 32.9    (N) 095 17 46.2    (W)   HD_HELD2  
 OP0364* NAVD 88 ORTHO HEIGHT -   432.427  (meters)    1418.72  (feet) ADJUSTED  
 OP0364  ______________________________________________________________________
 OP0364  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 OP0364  DYNAMIC HEIGHT  -        432.327 (meters)     1418.39  (feet) COMP
 OP0364  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 OP0364
 OP0364  VERT ORDER      -  SECOND    CLASS I
 OP0364
 OP0364.The horizontal coordinates were established by autonomous hand held GPS
 OP0364.observations and have an estimated accuracy of +/- 10 meters.
 OP0364.
 OP0364.The orthometric height was determined by differential leveling and
 OP0364.adjusted in June 1991.
 OP0364
 OP0364.Photographs are available for this station.
 OP0364
 OP0364.The dynamic height is computed by dividing the NAVD 88
 OP0364.geopotential number by the normal gravity value computed on the
 OP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0364.degrees latitude (g = 980.6199 gals.).
 OP0364
 OP0364.The modeled gravity was interpolated from observed gravity values.
 OP0364
 OP0364;                    North         East    Units  Estimated Accuracy
 OP0364;SPC MN S     -   190,733.      695,712.      MT  (+/- 10 meters HH2 GPS)
 OP0364
 OP0364                          SUPERSEDED SURVEY CONTROL
 OP0364
 OP0364  NGVD 29 (??/??/92)  432.281  (m)         1418.24   (f) ADJ UNCH    2 0
 OP0364
 OP0364.Superseded values are not recommended for survey control.
 OP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0364.See file dsdata.txt to determine how the superseded data were derived.
 OP0364
 OP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1531553237(NAD 83)
 OP0364
 OP0364_MARKER: DB = BENCH MARK DISK
 OP0364_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OP0364_SP_SET: SLAB
 OP0364_STAMPING: 3204 J 1972
 OP0364_MARK LOGO: MNHD  
 OP0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0364+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2005
 OP0364
 OP0364  HISTORY     - Date     Condition        Report By
 OP0364  HISTORY     - 1972     MONUMENTED       MNDT
 OP0364  HISTORY     - 20051012 GOOD             MNDT
 OP0364
 OP0364                          STATION DESCRIPTION
 OP0364
 OP0364'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0364'1.6 MI NE FROM HERON LAKE.
 OP0364'MARK IS LOCATED 1.7 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0364'T.H. 60 AND COUNTY ROAD 9 IN HERON LAKE, 0.05 MILES WEST OF COUNTY
 OP0364'ROAD 24, 128.5 FEET NORTH OF, AND 3 FEET LOWER THAN THE CENTERLINE OF
 OP0364'T.H. 60 AT MILE POINT 30.45, AT A POWER COMPANY ELECTRICAL SUB
 OP0364'STATION, 5.6 FT. NO. OF THE NORTHWEST CORNER OF A SMALL METAL SHED,
 OP0364'0.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A 10.5 BY 8 BY 2.5 FEET
 OP0364'HIGH CONCRETE PLATFORM.  SE 1/4 SECTION 17, T 104, R 37.
 OP0364
 OP0364                          STATION RECOVERY (2005)
 OP0364
 OP0364'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP0364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0366 ***********************************************************************
 OP0366  DESIGNATION -  3204 K
 OP0366  PID         -  OP0366
 OP0366  STATE/COUNTY-  MN/JACKSON
 OP0366  COUNTRY     -  US
 OP0366  USGS QUAD   -  HERON LAKE (1970)
 OP0366
 OP0366                         *CURRENT SURVEY CONTROL
 OP0366  ______________________________________________________________________
 OP0366* NAD 83(1986) POSITION- 43 48 55.     (N) 095 15 29.     (W)   SCALED    
 OP0366* NAVD 88 ORTHO HEIGHT -   430.385  (meters)    1412.02  (feet) ADJUSTED  
 OP0366  ______________________________________________________________________
 OP0366  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 OP0366  DYNAMIC HEIGHT  -        430.287 (meters)     1411.70  (feet) COMP
 OP0366  MODELED GRAVITY -    980,377.8   (mgal)                       NAVD 88
 OP0366
 OP0366  VERT ORDER      -  SECOND    CLASS 0
 OP0366
 OP0366.The horizontal coordinates were scaled from a topographic map and have
 OP0366.an estimated accuracy of +/- 6 seconds.
 OP0366.
 OP0366.The orthometric height was determined by differential leveling and
 OP0366.adjusted in June 1991.
 OP0366
 OP0366.The dynamic height is computed by dividing the NAVD 88
 OP0366.geopotential number by the normal gravity value computed on the
 OP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0366.degrees latitude (g = 980.6199 gals.).
 OP0366
 OP0366.The modeled gravity was interpolated from observed gravity values.
 OP0366
 OP0366;                    North         East    Units  Estimated Accuracy
 OP0366;SPC MN S     -   191,370.      698,790.      MT  (+/- 180 meters Scaled)
 OP0366
 OP0366                          SUPERSEDED SURVEY CONTROL
 OP0366
 OP0366  NGVD 29 (??/??/92)  430.240  (m)         1411.55   (f) ADJ UNCH    2 0
 OP0366
 OP0366.Superseded values are not recommended for survey control.
 OP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0366.See file dsdata.txt to determine how the superseded data were derived.
 OP0366
 OP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ183538(NAD 83)
 OP0366
 OP0366_MARKER: DD = SURVEY DISK
 OP0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0366_SP_SET: BRIDGE
 OP0366_STAMPING: 3204-K 1972
 OP0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0366
 OP0366  HISTORY     - Date     Condition        Report By
 OP0366  HISTORY     - 1972     MONUMENTED       MNDT
 OP0366
 OP0366                          STATION DESCRIPTION
 OP0366
 OP0366'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0366'3.4 MI NW FROM HERON LAKE.
 OP0366'MARK IS LOCATED 3.8 MILES NORTHEAST ALONG T.H. 60 FROM THE JUNCTION OF
 OP0366'T.H. 60 AND COUNTY ROAD 9 IN HERON LAKE, AT MILE POINT 32.2, IN THE
 OP0366'SOUTHEAST CORNER OF BRIDGE NO. 5568, T.H. 60 OVER THE HERON LAKE
 OP0366'OUTLET.  NE 1/4 SECTION 15, T 104, R 37.  NOTE-- THIS MARK IS ALSO 3.3
 OP0366'MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND COUNTY ROAD
 OP0366'86 IN WILDER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0368 ***********************************************************************
 OP0368  DESIGNATION -  3204 L
 OP0368  PID         -  OP0368
 OP0368  STATE/COUNTY-  MN/JACKSON
 OP0368  COUNTRY     -  US
 OP0368  USGS QUAD   -  WILDER (1970)
 OP0368
 OP0368                         *CURRENT SURVEY CONTROL
 OP0368  ______________________________________________________________________
 OP0368* NAD 83(1986) POSITION- 43 49 23.     (N) 095 12 56.     (W)   SCALED    
 OP0368* NAVD 88 ORTHO HEIGHT -   441.887  (meters)    1449.76  (feet) ADJUSTED  
 OP0368  ______________________________________________________________________
 OP0368  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 OP0368  DYNAMIC HEIGHT  -        441.788 (meters)     1449.43  (feet) COMP
 OP0368  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OP0368
 OP0368  VERT ORDER      -  SECOND    CLASS 0
 OP0368
 OP0368.The horizontal coordinates were scaled from a topographic map and have
 OP0368.an estimated accuracy of +/- 6 seconds.
 OP0368.
 OP0368.The orthometric height was determined by differential leveling and
 OP0368.adjusted in June 1991.
 OP0368
 OP0368.The dynamic height is computed by dividing the NAVD 88
 OP0368.geopotential number by the normal gravity value computed on the
 OP0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0368.degrees latitude (g = 980.6199 gals.).
 OP0368
 OP0368.The modeled gravity was interpolated from observed gravity values.
 OP0368
 OP0368;                    North         East    Units  Estimated Accuracy
 OP0368;SPC MN S     -   192,180.      702,220.      MT  (+/- 180 meters Scaled)
 OP0368
 OP0368                          SUPERSEDED SURVEY CONTROL
 OP0368
 OP0368  NGVD 29 (??/??/92)  441.742  (m)         1449.28   (f) ADJ UNCH    2 0
 OP0368
 OP0368.Superseded values are not recommended for survey control.
 OP0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0368.See file dsdata.txt to determine how the superseded data were derived.
 OP0368
 OP0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ218546(NAD 83)
 OP0368
 OP0368_MARKER: DD = SURVEY DISK
 OP0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0368_STAMPING: 3204-L 1972
 OP0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0368+STABILITY: SURFACE MOTION
 OP0368
 OP0368  HISTORY     - Date     Condition        Report By
 OP0368  HISTORY     - 1972     MONUMENTED       MNDT
 OP0368
 OP0368                          STATION DESCRIPTION
 OP0368
 OP0368'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0368'1 MI W FROM WILDER.
 OP0368'MARK IS LOCATED 1.1 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0368'60 AND COUNTY ROAD 86 IN WILDER, 1 MILE EAST OF COUNTY ROAD 82, 89
 OP0368'FEET SOUTH OF THE T.H. 60 CENTERLINE AT MILE POINT 34.4, 48 FEET WEST
 OP0368'OF THE CENTER OF A TOWNSHIP ROAD, 33.6 FEET NORTH OF THE NORTH RAIL OF
 OP0368'THE CHICAGO-NORTHWESTERN RAILROAD, 23.6 FEET NORTHWEST OF A RAILROAD
 OP0368'CROSSING POST, 6 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A
 OP0368'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 4
 OP0368'INCHES ABOVE GROUND.  SE 1/4 SECTION 12, T 104, R 37.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0369 ***********************************************************************
 OP0369  DESIGNATION -  3204 M
 OP0369  PID         -  OP0369
 OP0369  STATE/COUNTY-  MN/JACKSON
 OP0369  COUNTRY     -  US
 OP0369  USGS QUAD   -  WILDER (1970)
 OP0369
 OP0369                         *CURRENT SURVEY CONTROL
 OP0369  ______________________________________________________________________
 OP0369* NAD 83(1986) POSITION- 43 49 28.     (N) 095 12 04.     (W)   SCALED    
 OP0369* NAVD 88 ORTHO HEIGHT -   446.898  (meters)    1466.20  (feet) ADJUSTED  
 OP0369  ______________________________________________________________________
 OP0369  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 OP0369  DYNAMIC HEIGHT  -        446.798 (meters)     1465.87  (feet) COMP
 OP0369  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 OP0369
 OP0369  VERT ORDER      -  SECOND    CLASS 0
 OP0369
 OP0369.The horizontal coordinates were scaled from a topographic map and have
 OP0369.an estimated accuracy of +/- 6 seconds.
 OP0369.
 OP0369.The orthometric height was determined by differential leveling and
 OP0369.adjusted in June 1991.
 OP0369
 OP0369.The dynamic height is computed by dividing the NAVD 88
 OP0369.geopotential number by the normal gravity value computed on the
 OP0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0369.degrees latitude (g = 980.6199 gals.).
 OP0369
 OP0369.The modeled gravity was interpolated from observed gravity values.
 OP0369
 OP0369;                    North         East    Units  Estimated Accuracy
 OP0369;SPC MN S     -   192,320.      703,380.      MT  (+/- 180 meters Scaled)
 OP0369
 OP0369                          SUPERSEDED SURVEY CONTROL
 OP0369
 OP0369  NGVD 29 (??/??/92)  446.753  (m)         1465.72   (f) ADJ UNCH    2 0
 OP0369
 OP0369.Superseded values are not recommended for survey control.
 OP0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0369.See file dsdata.txt to determine how the superseded data were derived.
 OP0369
 OP0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ230547(NAD 83)
 OP0369
 OP0369_MARKER: DD = SURVEY DISK
 OP0369_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0369_SP_SET: CULVERT
 OP0369_STAMPING: 3204-M 1972
 OP0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0369
 OP0369  HISTORY     - Date     Condition        Report By
 OP0369  HISTORY     - 1972     MONUMENTED       MNDT
 OP0369
 OP0369                          STATION DESCRIPTION
 OP0369
 OP0369'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0369'0.3 MI W FROM WILDER.
 OP0369'MARK IS LOCATED 0.3 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0369'60 AND COUNTY ROAD 86 IN WILDER, 350 FEET WEST OF A HIGHWAY
 OP0369'INFORMATION SIGN WILDER POP. 132, 29.5 FEET SOUTH OF AND 4 FEET LOWER
 OP0369'THAN THE CENTERLINE OF T.H. 60 AT MILE POINT 35.2, IN THE SOUTHWEST
 OP0369'CORNER OF THE SOUTH HEADWALL OF A 4 BY 7 FOOT CATTLE PASS UNDER T.H.
 OP0369'60.  SE 1/4 SECTION 7, T 104, T 36.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0371 ***********************************************************************
 OP0371  DESIGNATION -  3204 N
 OP0371  PID         -  OP0371
 OP0371  STATE/COUNTY-  MN/JACKSON
 OP0371  COUNTRY     -  US
 OP0371  USGS QUAD   -  WILDER (1970)
 OP0371
 OP0371                         *CURRENT SURVEY CONTROL
 OP0371  ______________________________________________________________________
 OP0371* NAD 83(1986) POSITION- 43 49 49.     (N) 095 10 30.     (W)   SCALED    
 OP0371* NAVD 88 ORTHO HEIGHT -   446.245  (meters)    1464.06  (feet) ADJUSTED  
 OP0371  ______________________________________________________________________
 OP0371  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 OP0371  DYNAMIC HEIGHT  -        446.146 (meters)     1463.73  (feet) COMP
 OP0371  MODELED GRAVITY -    980,384.2   (mgal)                       NAVD 88
 OP0371
 OP0371  VERT ORDER      -  SECOND    CLASS 0
 OP0371
 OP0371.The horizontal coordinates were scaled from a topographic map and have
 OP0371.an estimated accuracy of +/- 6 seconds.
 OP0371.
 OP0371.The orthometric height was determined by differential leveling and
 OP0371.adjusted in June 1991.
 OP0371
 OP0371.The dynamic height is computed by dividing the NAVD 88
 OP0371.geopotential number by the normal gravity value computed on the
 OP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0371.degrees latitude (g = 980.6199 gals.).
 OP0371
 OP0371.The modeled gravity was interpolated from observed gravity values.
 OP0371
 OP0371;                    North         East    Units  Estimated Accuracy
 OP0371;SPC MN S     -   192,930.      705,490.      MT  (+/- 180 meters Scaled)
 OP0371
 OP0371                          SUPERSEDED SURVEY CONTROL
 OP0371
 OP0371  NGVD 29 (??/??/92)  446.101  (m)         1463.58   (f) ADJ UNCH    2 0
 OP0371
 OP0371.Superseded values are not recommended for survey control.
 OP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0371.See file dsdata.txt to determine how the superseded data were derived.
 OP0371
 OP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ251553(NAD 83)
 OP0371
 OP0371_MARKER: DD = SURVEY DISK
 OP0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0371_STAMPING: 3204-N 1972
 OP0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0371+STABILITY: SURFACE MOTION
 OP0371
 OP0371  HISTORY     - Date     Condition        Report By
 OP0371  HISTORY     - 1972     MONUMENTED       MNDT
 OP0371
 OP0371                          STATION DESCRIPTION
 OP0371
 OP0371'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0371'1 MI E FROM WILDER.
 OP0371'MARK IS LOCATED 1.1 MILES EAST ALONG T.H. 60 FROM THE JUNCTION OF T.H.
 OP0371'60 AND COUNTY ROAD 86 IN WILDER, 0.05 MILES SOUTH OF THE CENTERLINE OF
 OP0371'T.H. 60 AT MILE POINT 36.55, 89 FEET EAST OF THE CENTERLINE OF T.H.
 OP0371'86, 35 FEET EAST-SOUTHEAST OF THE SOUTH END OF A 24 INCH METAL CULVERT
 OP0371'UNDER A FIELD ENTRANCE EAST, 25.5 FEET NORTH OF THE NORTH RAIL OF THE
 OP0371'CHICAGO-NORTHWESTERN RAILROAD, 12.4 FEET SOUTHEAST OF A TELEPHONE
 OP0371'POLE, 0.7 FEET NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRECAST
 OP0371'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND. NW 1/4 SECTION 9,
 OP0371'T 104, R 36.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6202 ***********************************************************************
 DM6202  DESIGNATION -  3205 A
 DM6202  PID         -  DM6202
 DM6202  STATE/COUNTY-  MN/JACKSON
 DM6202  COUNTRY     -  US
 DM6202  USGS QUAD   -  JACKSON (1970)
 DM6202
 DM6202                         *CURRENT SURVEY CONTROL
 DM6202  ______________________________________________________________________
 DM6202* NAD 83(1986) POSITION- 43 36 55.     (N) 094 59 37.     (W)   SCALED    
 DM6202* NAVD 88 ORTHO HEIGHT -   402.477  (meters)    1320.46  (feet) ADJUSTED  
 DM6202  ______________________________________________________________________
 DM6202  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DM6202  DYNAMIC HEIGHT  -        402.381 (meters)     1320.15  (feet) COMP
 DM6202  MODELED GRAVITY -    980,367.4   (mgal)                       NAVD 88
 DM6202
 DM6202  VERT ORDER      -  SECOND    CLASS I
 DM6202
 DM6202.The horizontal coordinates were scaled from a topographic map and have
 DM6202.an estimated accuracy of +/- 6 seconds.
 DM6202.
 DM6202.The orthometric height was determined by differential leveling and
 DM6202.adjusted in June 2011.
 DM6202
 DM6202.No vertical observational check was made to the station.
 DM6202
 DM6202.The dynamic height is computed by dividing the NAVD 88
 DM6202.geopotential number by the normal gravity value computed on the
 DM6202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6202.degrees latitude (g = 980.6199 gals.).
 DM6202
 DM6202.The modeled gravity was interpolated from observed gravity values.
 DM6202
 DM6202;                    North         East    Units  Estimated Accuracy
 DM6202;SPC MN S     -   168,850.      719,790.      MT  (+/- 180 meters Scaled)
 DM6202
 DM6202                          SUPERSEDED SURVEY CONTROL
 DM6202
 DM6202.No superseded survey control is available for this station.
 DM6202
 DM6202_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ391310(NAD 83)
 DM6202
 DM6202_MARKER: DB = BENCH MARK DISK
 DM6202_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6202_SP_SET: BOX CULVERT HEADWALL
 DM6202_STAMPING: 3205 A
 DM6202_MARK LOGO: MNDT  
 DM6202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM6202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6202+STABILITY: SURFACE MOTION
 DM6202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6202+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 DM6202
 DM6202  HISTORY     - Date     Condition        Report By
 DM6202  HISTORY     - 1967     MONUMENTED       MNDT
 DM6202  HISTORY     - 20030817 GOOD             MNDT
 DM6202
 DM6202                          STATION DESCRIPTION
 DM6202
 DM6202'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DM6202'THE STATION IS LOCATED ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF
 DM6202'LAKEFIELD, 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ALPHA AND IN THE TOWN OF
 DM6202'JACKSON, MN.
 DM6202' 
 DM6202'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN SOUTHWEST
 DM6202'PART OF JACKSON, IN NORTHEAST CORNER OF NORTH HEADWALL OF NORTH BOX
 DM6202'CULVERT UNDER TRUNK HIGHWAY 71.
 DM6202' 
 DM6202'IT IS 38 FT (11.6 M) EAST OF TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 DM6202'MILE POINT 7.9, 56 FT (17.1 M) SOUTH OF COUNTY ROAD 34.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6198 ***********************************************************************
 DM6198  DESIGNATION -  3205 B
 DM6198  PID         -  DM6198
 DM6198  STATE/COUNTY-  MN/JACKSON
 DM6198  COUNTRY     -  US
 DM6198  USGS QUAD   -  JACKSON NW (1970)
 DM6198
 DM6198                         *CURRENT SURVEY CONTROL
 DM6198  ______________________________________________________________________
 DM6198* NAD 83(1986) POSITION- 43 37 42.     (N) 094 59 37.     (W)   SCALED    
 DM6198* NAVD 88 ORTHO HEIGHT -   402.316  (meters)    1319.93  (feet) ADJUSTED  
 DM6198  ______________________________________________________________________
 DM6198  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DM6198  DYNAMIC HEIGHT  -        402.221 (meters)     1319.62  (feet) COMP
 DM6198  MODELED GRAVITY -    980,369.7   (mgal)                       NAVD 88
 DM6198
 DM6198  VERT ORDER      -  SECOND    CLASS I
 DM6198
 DM6198.The horizontal coordinates were scaled from a topographic map and have
 DM6198.an estimated accuracy of +/- 6 seconds.
 DM6198.
 DM6198.The orthometric height was determined by differential leveling and
 DM6198.adjusted in June 2011.
 DM6198
 DM6198.No vertical observational check was made to the station.
 DM6198
 DM6198.The dynamic height is computed by dividing the NAVD 88
 DM6198.geopotential number by the normal gravity value computed on the
 DM6198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6198.degrees latitude (g = 980.6199 gals.).
 DM6198
 DM6198.The modeled gravity was interpolated from observed gravity values.
 DM6198
 DM6198;                    North         East    Units  Estimated Accuracy
 DM6198;SPC MN S     -   170,300.      719,810.      MT  (+/- 180 meters Scaled)
 DM6198
 DM6198                          SUPERSEDED SURVEY CONTROL
 DM6198
 DM6198.No superseded survey control is available for this station.
 DM6198
 DM6198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ391325(NAD 83)
 DM6198
 DM6198_MARKER: DB = BENCH MARK DISK
 DM6198_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM6198_SP_SET: BOX CULVERT
 DM6198_STAMPING: 3205 B 2003
 DM6198_MARK LOGO: MNDT  
 DM6198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6198+STABILITY: SURFACE MOTION
 DM6198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6198+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 DM6198
 DM6198  HISTORY     - Date     Condition        Report By
 DM6198  HISTORY     - UNK      MONUMENTED
 DM6198  HISTORY     - 20030817 GOOD             MNDT
 DM6198
 DM6198                          STATION DESCRIPTION
 DM6198
 DM6198'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DM6198'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF
 DM6198'LAKEFIELD, 6.2 MI (10.0 KM) WEST OF ALPHA AND IN THE TOWN OF JACKSON,
 DM6198'MN.
 DM6198' 
 DM6198'THE MARK IS 0.5 MI (0.8 KM) (0.8 KM) NORTH OF JACKSON IN HEADWALL BOX
 DM6198'CULVERT AT SOUTHEAST CORNER OF TRUNK HIGHWAY 71 CULVERT, 0.85 MI (1.4
 DM6198'KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71
 DM6198'AND INTERSTATE HIGHWAY 90 NEAR JACKSON, AT TRUNK HIGHWAY 71 MILE POINT
 DM6198'9.1.
 DM6198' 
 DM6198'IT IS 57.8 FT (17.6 M) (17.6 M) NORTHEAST OF NORTHBOUND TRUNK HIGHWAY
 DM6198'71, 31.4 FT (9.6 M) EAST OF LIGHT POLE.A STANDARD MINNESOTA BENCH MARK
 DM6198'DISK SET IN A CONCRETE BOX CULVERT IS FLUSH, MAGNETIC.
 DM6198' 
 DM6198'NOTE-THE DISK WAS SET IN CULVERT WHEN BUILT IN 1954 AND STAMPED 2003
 DM6198'WHEN LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6201 ***********************************************************************
 DM6201  DESIGNATION -  3205 C
 DM6201  PID         -  DM6201
 DM6201  STATE/COUNTY-  MN/JACKSON
 DM6201  COUNTRY     -  US
 DM6201  USGS QUAD   -  JACKSON (1970)
 DM6201
 DM6201                         *CURRENT SURVEY CONTROL
 DM6201  ______________________________________________________________________
 DM6201* NAD 83(1986) POSITION- 43 37 15.     (N) 094 59 03.     (W)   SCALED    
 DM6201* NAVD 88 ORTHO HEIGHT -   400.625  (meters)    1314.38  (feet) ADJUSTED  
 DM6201  ______________________________________________________________________
 DM6201  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DM6201  DYNAMIC HEIGHT  -        400.529 (meters)     1314.07  (feet) COMP
 DM6201  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 DM6201
 DM6201  VERT ORDER      -  SECOND    CLASS I
 DM6201
 DM6201.The horizontal coordinates were scaled from a topographic map and have
 DM6201.an estimated accuracy of +/- 6 seconds.
 DM6201.
 DM6201.The orthometric height was determined by differential leveling and
 DM6201.adjusted in June 2011.
 DM6201
 DM6201.No vertical observational check was made to the station.
 DM6201
 DM6201.The dynamic height is computed by dividing the NAVD 88
 DM6201.geopotential number by the normal gravity value computed on the
 DM6201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6201.degrees latitude (g = 980.6199 gals.).
 DM6201
 DM6201.The modeled gravity was interpolated from observed gravity values.
 DM6201
 DM6201;                    North         East    Units  Estimated Accuracy
 DM6201;SPC MN S     -   169,460.      720,560.      MT  (+/- 180 meters Scaled)
 DM6201
 DM6201                          SUPERSEDED SURVEY CONTROL
 DM6201
 DM6201.No superseded survey control is available for this station.
 DM6201
 DM6201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ399316(NAD 83)
 DM6201
 DM6201_MARKER: DV = VERTICAL CONTROL DISK
 DM6201_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6201_SP_SET: BRIDGE ABUTMENT
 DM6201_STAMPING: 3205 C 2003
 DM6201_MARK LOGO: MNDT  
 DM6201_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6201+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DM6201
 DM6201  HISTORY     - Date     Condition        Report By
 DM6201  HISTORY     - 2003     MONUMENTED       MNDT
 DM6201
 DM6201                          STATION DESCRIPTION
 DM6201
 DM6201'DESCRIBED BY MN DEPT OF TRANSP 2003
 DM6201'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) EAST-SOUTHEAST OF
 DM6201'LAKEFIELD, 5.8 MI (9.3 KM) WEST-SOUTHWEST OF ALPHA AND IN THE TOWN OF
 DM6201'JACKSON, MN.
 DM6201' 
 DM6201'THE MARK IS IN JACKSON, IN RAIL AT SOUTHEAST CORNER OF COUNTY ROAD 23
 DM6201'BRIDGE NO 219-8 OVER WEST FORK OF DES MOINES RIVER, 0.25 MI (0.4 KM)
 DM6201'(0.40 KM) EAST ALONG COUNTY ROAD 23 FROM THE JUNCTION OF COUNTY ROAD
 DM6201'23 (WEST ASHLEY ST) AND TRUNK HIGHWAY 71 IN JACKSON.
 DM6201' 
 DM6201'IT IS 300 FT (91.4 M) NORTH OF POWER PLANT, 3.1 FT (0.9 M) WEST OF
 DM6201'SOUTH EAST END OF BRIDGE RAIL, 17.0 FT (5.2 M) SOUTH OF COUNTY ROAD 23
 DM6201'(WEST ASHLEY ST).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6200 ***********************************************************************
 DM6200  DESIGNATION -  3205 D
 DM6200  PID         -  DM6200
 DM6200  STATE/COUNTY-  MN/JACKSON
 DM6200  COUNTRY     -  US
 DM6200  USGS QUAD   -  JACKSON (1970)
 DM6200
 DM6200                         *CURRENT SURVEY CONTROL
 DM6200  ______________________________________________________________________
 DM6200* NAD 83(1986) POSITION- 43 37 25.     (N) 094 59 11.     (W)   SCALED    
 DM6200* NAVD 88 ORTHO HEIGHT -   400.287  (meters)    1313.27  (feet) ADJUSTED  
 DM6200  ______________________________________________________________________
 DM6200  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DM6200  DYNAMIC HEIGHT  -        400.192 (meters)     1312.96  (feet) COMP
 DM6200  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 DM6200
 DM6200  VERT ORDER      -  SECOND    CLASS I
 DM6200
 DM6200.The horizontal coordinates were scaled from a topographic map and have
 DM6200.an estimated accuracy of +/- 6 seconds.
 DM6200.
 DM6200.The orthometric height was determined by differential leveling and
 DM6200.adjusted in June 2011.
 DM6200
 DM6200.No vertical observational check was made to the station.
 DM6200
 DM6200.The dynamic height is computed by dividing the NAVD 88
 DM6200.geopotential number by the normal gravity value computed on the
 DM6200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6200.degrees latitude (g = 980.6199 gals.).
 DM6200
 DM6200.The modeled gravity was interpolated from observed gravity values.
 DM6200
 DM6200;                    North         East    Units  Estimated Accuracy
 DM6200;SPC MN S     -   169,770.      720,390.      MT  (+/- 180 meters Scaled)
 DM6200
 DM6200                          SUPERSEDED SURVEY CONTROL
 DM6200
 DM6200.No superseded survey control is available for this station.
 DM6200
 DM6200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ397319(NAD 83)
 DM6200
 DM6200_MARKER: DV = VERTICAL CONTROL DISK
 DM6200_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM6200_SP_SET: BRIDGE ABUTMENT
 DM6200_STAMPING: 3502 D 2003
 DM6200_MARK LOGO: MNDT  
 DM6200_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6200+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 DM6200
 DM6200  HISTORY     - Date     Condition        Report By
 DM6200  HISTORY     - UNK      MONUMENTED
 DM6200  HISTORY     - 20030817 GOOD             MNDT
 DM6200
 DM6200                          STATION DESCRIPTION
 DM6200
 DM6200'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DM6200'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST-SOUTHEAST OF
 DM6200'LAKEFIELD, 5.9 MI (9.5 KM) WEST OF ALPHA AND IN THE TOWN OF JACKSON,
 DM6200'MN.
 DM6200' 
 DM6200'THE MARK IS IN JACKSON IN ABUTMENT AT SOUTHEAST CORNER OF BRIDGE
 DM6200'NUMBER 32540 OVER WEST FORK OF DES MOINES RIVER, 0.20 MI (0.3 KM)
 DM6200'NORTH ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND
 DM6200'COUNTY ROAD 23 (WEST ASHLEY ST) IN JACKSON.
 DM6200' 
 DM6200'THENCE 0.10 MI (0.2 KM) EAST ON NORTH HIGHWAY, 25.7 FT (7.8 M)
 DM6200'SOUTH-SOUTHEAST OF NORTH HIGHWAY.
 DM6200' 
 DM6200'THE MARK, A STANDARD MINNESOTA VERTICAL CONTROL MARK DISK SET IN
 DM6200'BRIDGE ABUTMENT WHEN BUILT IN 1985 AND STAMPED 2003 WHEN LEVELED TO.
 DM6200'IS FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0377 ***********************************************************************
 OP0377  DESIGNATION -  3206 A
 OP0377  PID         -  OP0377
 OP0377  STATE/COUNTY-  MN/JACKSON
 OP0377  COUNTRY     -  US
 OP0377  USGS QUAD   -  WINDOM (1970)
 OP0377
 OP0377                         *CURRENT SURVEY CONTROL
 OP0377  ______________________________________________________________________
 OP0377* NAD 83(1986) POSITION- 43 50 52.13   (N) 095 06 00.33   (W)   HD_HELD1  
 OP0377* NAVD 88 ORTHO HEIGHT -   412.483  (meters)    1353.29  (feet) ADJUSTED  
 OP0377  ______________________________________________________________________
 OP0377  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 OP0377  DYNAMIC HEIGHT  -        412.393 (meters)     1352.99  (feet) COMP
 OP0377  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 OP0377
 OP0377  VERT ORDER      -  SECOND    CLASS 0
 OP0377
 OP0377.The horizontal coordinates were established by differentially corrected
 OP0377.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OP0377.
 OP0377.The orthometric height was determined by differential leveling and
 OP0377.adjusted in June 1995.
 OP0377
 OP0377.Photographs are available for this station.
 OP0377
 OP0377.The dynamic height is computed by dividing the NAVD 88
 OP0377.geopotential number by the normal gravity value computed on the
 OP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0377.degrees latitude (g = 980.6199 gals.).
 OP0377
 OP0377.The modeled gravity was interpolated from observed gravity values.
 OP0377
 OP0377;                    North         East    Units  Estimated Accuracy
 OP0377;SPC MN S     -   194,798.2     711,544.5     MT  (+/- 3 meters HH1 GPS) 
 OP0377
 OP0377                          SUPERSEDED SURVEY CONTROL
 OP0377
 OP0377  NAVD 88 (06/15/91)  412.488  (m)         1353.30   (f) SUPERSEDED  2 0
 OP0377  NGVD 29 (??/??/92)  412.351  (m)         1352.85   (f) ADJ UNCH    2 0
 OP0377
 OP0377.Superseded values are not recommended for survey control.
 OP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0377.See file dsdata.txt to determine how the superseded data were derived.
 OP0377
 OP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3119557113(NAD 83)
 OP0377
 OP0377_MARKER: DB = BENCH MARK DISK
 OP0377_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0377_SP_SET: CONCRETE POST
 OP0377_STAMPING: 3206 A 1955
 OP0377_MARK LOGO: MNHD  
 OP0377_PROJECTION: RECESSED 20 CENTIMETERS
 OP0377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0377+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2010
 OP0377
 OP0377  HISTORY     - Date     Condition        Report By
 OP0377  HISTORY     - 19550401 MONUMENTED       MNHD
 OP0377  HISTORY     - 1972     GOOD             MNDT
 OP0377  HISTORY     - 19810401 GOOD             MNDT
 OP0377  HISTORY     - 20100629 GOOD             MNDT
 OP0377
 OP0377                          STATION DESCRIPTION
 OP0377
 OP0377'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0377'1.2 MI SW FROM WINDOM.
 OP0377'MARK IS LOCATED 1.55 MILES SOUTH AND SOUTHWEST ALONG T.H.S 60 AND 71
 OP0377'FROM THE JUNCTION OF T.H. 60 AND T.H. 62 IN WINDOM, 0.3 MILES
 OP0377'SOUTHWEST OF THE WEST FORK OF THE DES MOINES RIVER, 0.05 MILES NORTH
 OP0377'OF THE CENTERLINE OF T.H. 71 AT MILE POINT 26.4, 91 FEET EAST OF, AND
 OP0377'3 FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD 26, 42 FEET SOUTH OF
 OP0377'THE CENTER OF COUNTY ROAD 84 (COTTONWOOD NO. 43), 22.5 FEET SOUTHEAST
 OP0377'OF A TELEPHONE POLE, 0.5 MILES SOUTH OF A STEEL WITNESS POST, IN A 6
 OP0377'FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4
 OP0377'SECTION 1, T 104, R 36.
 OP0377
 OP0377                          STATION RECOVERY (1981)
 OP0377
 OP0377'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OP0377'THE MARK IS LOCATED 0.9 MI (1.4 KM) SOUTHEAST ALONG TRUNK HIGHWAY 71
 OP0377'FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 60 IN WINDOM AND IS NEAR
 OP0377'HIGHWAY 71 MILEPOINT 26.6 IN THE NE 1/4 OF SECTION 1, T104N, R36W.
 OP0377'THE MARK IS 209 FT (63.7 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY
 OP0377'71, 99.2 FT (30.2 M) NORTHWEST OF A POWER POLE, 93 FT (28.3 M) EAST
 OP0377'OF AND ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD 26, 46 FT (14.0 M)
 OP0377'SOUTH OF THE CENTER OF THE EAST-WEST ROAD ON THE COTTONWOOD-JACKSON
 OP0377'COUNTY LINE, 17.6 FT (5.4 M) EAST-SOUTHEAST OF A BURIED CABLE WARNING
 OP0377'SIGN AND 0.5 FT (0.2 M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 OP0377'STANDARD MNHD BENCH MARK DISK STAMPED ---3206 A 1955---, IS SET IN
 OP0377'THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 6 INCHES BELOW THE
 OP0377'SURFACE OF THE GROUND.
 OP0377
 OP0377                          STATION RECOVERY (2010)
 OP0377
 OP0377'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 OP0377'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0377'THE MARK IS 1.5 MILES SOUTHEAST OF WINDOM, 0.9 MILE SOUTHEAST ON TRUNK
 OP0377'HIGHWAY 71 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY
 OP0377'60 IN WINDOM TO TRUNK HIGHWAY 71 MILEPOINT 26.6, THEN 0.05 MILE NORTH
 OP0377'ON COUNTY ROAD 26, 209 FEET NORTHEAST OF TRUNK HIGHWAY 71, 99.2 FEET
 OP0377'NORTHWEST OF POWER POLE, 93 FEET EAST OF COUNTY ROAD 26, 40 FEET SOUTH
 OP0377'OF COUNTY ROAD 36 (440TH STREET), 17.6 FEET EAST-SOUTHEAST OF CABLE
 OP0377'SIGN, 0.5 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6944 ***********************************************************************
 DF6944  DESIGNATION -  3206 J
 DF6944  PID         -  DF6944
 DF6944  STATE/COUNTY-  MN/JACKSON
 DF6944  COUNTRY     -  US
 DF6944  USGS QUAD   -  WINDOM (1970)
 DF6944
 DF6944                         *CURRENT SURVEY CONTROL
 DF6944  ______________________________________________________________________
 DF6944* NAD 83(2007) POSITION- 43 48 31.87057(N) 095 02 21.64180(W)   ADJUSTED  
 DF6944* NAD 83(2007) ELLIP HT-   407.437 (meters)        (02/10/07)   ADJUSTED
 DF6944* NAD 83(2007) EPOCH   -  2002.00
 DF6944* NAVD 88 ORTHO HEIGHT -   434.8    (meters)    1427.    (feet) GPS OBS   
 DF6944  ______________________________________________________________________
 DF6944  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6944  GEOID HEIGHT    -        -27.37  (meters)                     GEOID99
 DF6944  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DF6944  NAD 83(2007) X  -   -404,985.287 (meters)                     COMP
 DF6944  NAD 83(2007) Y  - -4,592,676.962 (meters)                     COMP
 DF6944  NAD 83(2007) Z  -  4,393,071.439 (meters)                     COMP
 DF6944  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC09
 DF6944
 DF6944  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6944  Type                                         Horiz  Ellip  Dist(km)
 DF6944  -------------------------------------------------------------------
 DF6944  NETWORK                                       0.47   0.63
 DF6944  -------------------------------------------------------------------
 DF6944  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.61   0.76     10.20
 DF6944  -------------------------------------------------------------------
 DF6944  NOTE: Click here for information on individual local accuracy
 DF6944  values and other accuracy information.
 DF6944
 DF6944
 DF6944.The horizontal coordinates were established by GPS observations
 DF6944.and adjusted by the National Geodetic Survey in February 2007.
 DF6944
 DF6944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6944.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6944
 DF6944.The horizontal coordinates are valid at the epoch date displayed above
 DF6944.which is a decimal equivalence of Year/Month/Day.
 DF6944
 DF6944.The orthometric height was determined by GPS observations and a
 DF6944.high-resolution geoid model.
 DF6944
 DF6944.Photographs are available for this station.
 DF6944
 DF6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6944
 DF6944.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6944
 DF6944.The ellipsoidal height was determined by GPS observations
 DF6944.and is referenced to NAD 83.
 DF6944
 DF6944. The following values were computed from the NAD 83(2007) position.
 DF6944
 DF6944;                    North         East     Units Scale Factor Converg.
 DF6944;SPC MN S     -   190,405.757   716,373.642   MT  0.99999457   -0 43 42.6
 DF6944;SPC MN S     -   624,689.55  2,350,302.52   sFT  0.99999457   -0 43 42.6
 DF6944;UTM  15      - 4,852,664.148   335,971.830   MT  0.99993093   -1 24 43.4
 DF6944
 DF6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6944!SPC MN S     -   0.99993611  x   0.99999457  =   0.99993068
 DF6944!UTM  15      -   0.99993611  x   0.99993093  =   0.99986705
 DF6944
 DF6944                          SUPERSEDED SURVEY CONTROL
 DF6944
 DF6944  NAD 83(1996)-  43 48 31.86980(N)    095 02 21.64130(W) AD(       ) 1
 DF6944  ELLIP H (08/07/03)  407.483  (m)                       GP(       ) 3 1
 DF6944
 DF6944.Superseded values are not recommended for survey control.
 DF6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6944.See file dsdata.txt to determine how the superseded data were derived.
 DF6944
 DF6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3597152664(NAD 83)
 DF6944
 DF6944_MARKER: DB = BENCH MARK DISK
 DF6944_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF6944_STAMPING: 3206 J 1955
 DF6944_MARK LOGO: MNHD  
 DF6944_PROJECTION: RECESSED 13 CENTIMETERS
 DF6944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6944+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2010
 DF6944
 DF6944  HISTORY     - Date     Condition        Report By
 DF6944  HISTORY     - 19550401 MONUMENTED       MNHD
 DF6944  HISTORY     - 2002     GOOD             MNDT
 DF6944  HISTORY     - 20100616 GOOD             MNDT
 DF6944
 DF6944                          STATION DESCRIPTION
 DF6944
 DF6944'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6944'THE MARK WAS RECOVERED IN GOOD CONDITION  AND IS DESCRIBED AS FOLLOWS.
 DF6944'4.1 MI SE OF NORTH CO LINE, 5.0 MI SE ALONG TH 71 FROM THE SOUTH
 DF6944'JUNCTION OF TH 71 AND TH 60 IN WINDOM, 75 FT SW OF TH 71, AT TH 71 STA
 DF6944'266+40, 158 FT NW OF FIELD ENT, 169 FT NW OF FENCE COR.
 DF6944
 DF6944                          STATION RECOVERY (2010)
 DF6944
 DF6944'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DF6944'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF6944'THE MARK IS 6.0 MILES SOUTHEAST OF WINDOM, 5.0 MILES SOUTHEAST ON
 DF6944'TRUNK HIGHWAY 71 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK
 DF6944'HIGHWAY 60 IN WINDOM, TRUNK HIGHWAY 71 MILEPOINT 22.5, AT TRUNK
 DF6944'HIGHWAY 71 STATION 266+40, 75 FEET SOUTHWEST OF TRUNK HIGHWAY 71, 158
 DF6944'FEET NORTHWEST OF FIELD ENTRANCE, 169 FEET NORTHWEST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6945 ***********************************************************************
 DF6945  DESIGNATION -  3206 S
 DF6945  PID         -  DF6945
 DF6945  STATE/COUNTY-  MN/JACKSON
 DF6945  COUNTRY     -  US
 DF6945  USGS QUAD   -  JACKSON NW (1970)
 DF6945
 DF6945                         *CURRENT SURVEY CONTROL
 DF6945  ______________________________________________________________________
 DF6945* NAD 83(2007) POSITION- 43 44 46.46318(N) 094 59 39.48464(W)   ADJUSTED  
 DF6945* NAD 83(2007) ELLIP HT-   405.136 (meters)        (02/10/07)   ADJUSTED
 DF6945* NAD 83(2007) EPOCH   -  2002.00
 DF6945* NAVD 88 ORTHO HEIGHT -   432.6    (meters)    1419.    (feet) GPS OBS   
 DF6945  ______________________________________________________________________
 DF6945  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6945  GEOID HEIGHT    -        -27.44  (meters)                     GEOID99
 DF6945  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DF6945  NAD 83(2007) X  -   -401,793.481 (meters)                     COMP
 DF6945  NAD 83(2007) Y  - -4,597,787.448 (meters)                     COMP
 DF6945  NAD 83(2007) Z  -  4,388,046.486 (meters)                     COMP
 DF6945  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC09
 DF6945
 DF6945  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6945  Type                                         Horiz  Ellip  Dist(km)
 DF6945  -------------------------------------------------------------------
 DF6945  NETWORK                                       0.68   0.82
 DF6945  -------------------------------------------------------------------
 DF6945  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.77   0.90     10.13
 DF6945  -------------------------------------------------------------------
 DF6945  NOTE: Click here for information on individual local accuracy
 DF6945  values and other accuracy information.
 DF6945
 DF6945
 DF6945.The horizontal coordinates were established by GPS observations
 DF6945.and adjusted by the National Geodetic Survey in February 2007.
 DF6945
 DF6945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6945.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6945
 DF6945.The horizontal coordinates are valid at the epoch date displayed above
 DF6945.which is a decimal equivalence of Year/Month/Day.
 DF6945
 DF6945.The orthometric height was determined by GPS observations and a
 DF6945.high-resolution geoid model.
 DF6945
 DF6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6945
 DF6945.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6945
 DF6945.The ellipsoidal height was determined by GPS observations
 DF6945.and is referenced to NAD 83.
 DF6945
 DF6945. The following values were computed from the NAD 83(2007) position.
 DF6945
 DF6945;                    North         East     Units Scale Factor Converg.
 DF6945;SPC MN S     -   183,404.363   719,913.081   MT  1.00000824   -0 41 49.0
 DF6945;SPC MN S     -   601,719.15  2,361,914.83   sFT  1.00000824   -0 41 49.0
 DF6945;UTM  15      - 4,845,621.607   339,427.299   MT  0.99991714   -1 22 45.4
 DF6945
 DF6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6945!SPC MN S     -   0.99993647  x   1.00000824  =   0.99994471
 DF6945!UTM  15      -   0.99993647  x   0.99991714  =   0.99985362
 DF6945
 DF6945                          SUPERSEDED SURVEY CONTROL
 DF6945
 DF6945  NAD 83(1996)-  43 44 46.46257(N)    094 59 39.48419(W) AD(       ) 1
 DF6945  ELLIP H (08/07/03)  405.179  (m)                       GP(       ) 3 1
 DF6945
 DF6945.Superseded values are not recommended for survey control.
 DF6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6945.See file dsdata.txt to determine how the superseded data were derived.
 DF6945
 DF6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3942745621(NAD 83)
 DF6945
 DF6945_MARKER: DB = BENCH MARK DISK
 DF6945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6945_STAMPING: 3206 S 1955
 DF6945_MARK LOGO: MNHD  
 DF6945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6945+STABILITY: SURFACE MOTION
 DF6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6945+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF6945
 DF6945  HISTORY     - Date     Condition        Report By
 DF6945  HISTORY     - 1955     MONUMENTED       MNHD
 DF6945  HISTORY     - 2002     GOOD             MNDT
 DF6945
 DF6945                          STATION DESCRIPTION
 DF6945
 DF6945'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6945'RECOVERED IN GOOD CONDITION AND IS DESCRIBED AS FOLLOWS.  3 MI SOUTH
 DF6945'OF BERGEN, 47 FT SOUTH AND 73 FT EAST OF TH 71 AND TWP RD, 15 FT SW OF
 DF6945'TEL CABLE PEDESTAL, 14 FT SW OF 3 FT SQUARE GRANITE BOULDER, NEAR WIT
 DF6945'POST AND MP 17.25, AT TH 71 STA 550+78.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6946 ***********************************************************************
 DF6946  DESIGNATION -  3207 D
 DF6946  PID         -  DF6946
 DF6946  STATE/COUNTY-  MN/JACKSON
 DF6946  COUNTRY     -  US
 DF6946  USGS QUAD   -  LAKEFIELD SW (1970)
 DF6946
 DF6946                         *CURRENT SURVEY CONTROL
 DF6946  ______________________________________________________________________
 DF6946* NAD 83(2007) POSITION- 43 31 49.25612(N) 095 10 29.38589(W)   ADJUSTED  
 DF6946* NAD 83(2007) ELLIP HT-   404.319 (meters)        (02/10/07)   ADJUSTED
 DF6946* NAD 83(2007) EPOCH   -  2002.00
 DF6946* NAVD 88 ORTHO HEIGHT -   431.9    (meters)    1417.    (feet) GPS OBS   
 DF6946  ______________________________________________________________________
 DF6946  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6946  GEOID HEIGHT    -        -27.54  (meters)                     GEOID99
 DF6946  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 DF6946  NAD 83(2007) X  -   -417,771.278 (meters)                     COMP
 DF6946  NAD 83(2007) Y  - -4,612,984.863 (meters)                     COMP
 DF6946  NAD 83(2007) Z  -  4,370,685.474 (meters)                     COMP
 DF6946  LAPLACE CORR    -         -2.45  (seconds)                    DEFLEC09
 DF6946
 DF6946  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6946  Type                                         Horiz  Ellip  Dist(km)
 DF6946  -------------------------------------------------------------------
 DF6946  NETWORK                                       0.71   0.88
 DF6946  -------------------------------------------------------------------
 DF6946  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.76   0.93      8.15
 DF6946  -------------------------------------------------------------------
 DF6946  NOTE: Click here for information on individual local accuracy
 DF6946  values and other accuracy information.
 DF6946
 DF6946
 DF6946.The horizontal coordinates were established by GPS observations
 DF6946.and adjusted by the National Geodetic Survey in February 2007.
 DF6946
 DF6946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6946.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6946
 DF6946.The horizontal coordinates are valid at the epoch date displayed above
 DF6946.which is a decimal equivalence of Year/Month/Day.
 DF6946
 DF6946.The orthometric height was determined by GPS observations and a
 DF6946.high-resolution geoid model.
 DF6946
 DF6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6946
 DF6946.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6946
 DF6946.The ellipsoidal height was determined by GPS observations
 DF6946.and is referenced to NAD 83.
 DF6946
 DF6946. The following values were computed from the NAD 83(2007) position.
 DF6946
 DF6946;                    North         East     Units Scale Factor Converg.
 DF6946;SPC MN S     -   159,612.331   705,028.458   MT  1.00006440   -0 49 24.5
 DF6946;SPC MN S     -   523,661.46  2,313,080.87   sFT  1.00006440   -0 49 24.5
 DF6946;UTM  15      - 4,822,009.603   324,263.235   MT  0.99997989   -1 29 53.8
 DF6946
 DF6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6946!SPC MN S     -   0.99993660  x   1.00006440  =   1.00000100
 DF6946!UTM  15      -   0.99993660  x   0.99997989  =   0.99991649
 DF6946
 DF6946                          SUPERSEDED SURVEY CONTROL
 DF6946
 DF6946  NAD 83(1996)-  43 31 49.25549(N)    095 10 29.38532(W) AD(       ) 1
 DF6946  ELLIP H (08/07/03)  404.368  (m)                       GP(       ) 3 1
 DF6946
 DF6946.Superseded values are not recommended for survey control.
 DF6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6946.See file dsdata.txt to determine how the superseded data were derived.
 DF6946
 DF6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2426322009(NAD 83)
 DF6946
 DF6946_MARKER: DB = BENCH MARK DISK
 DF6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6946_STAMPING: 3207 D 1953
 DF6946_MARK LOGO: MNHD  
 DF6946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6946+STABILITY: SURFACE MOTION
 DF6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6946+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF6946
 DF6946  HISTORY     - Date     Condition        Report By
 DF6946  HISTORY     - 1953     MONUMENTED       MNHD
 DF6946  HISTORY     - 2002     GOOD             MNDT
 DF6946
 DF6946                          STATION DESCRIPTION
 DF6946
 DF6946'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6946'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS DESCRIBED AS FOLLOWS.
 DF6946'THE MARK IS A MINNESOTA HIGHWAY DEPT. BM DISK LOCATED, 10.0 MI SOUTH
 DF6946'OF LAKEFIELD, 6.0 MI SOUTH ALONG TH 86 FROM THE JUNCTION OF TH 86 AND
 DF6946'COUNTY ROAD 34 (OLD TH 16), AT TH 86 MP 2.1, 72 FT WEST OF TH 86, 183
 DF6946'FT NORTH OF COUNTY ROAD 4 EAST, 0.5 FT EAST OF WITNESS POST, FLUSH
 DF6946'WITH THE GROUND, MAGNETIC, SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0449 ***********************************************************************
 OP0449  DESIGNATION -  3208 A
 OP0449  PID         -  OP0449
 OP0449  STATE/COUNTY-  MN/JACKSON
 OP0449  COUNTRY     -  US
 OP0449  USGS QUAD   -  LAKEFIELD (1982)
 OP0449
 OP0449                         *CURRENT SURVEY CONTROL
 OP0449  ______________________________________________________________________
 OP0449* NAD 83(1986) POSITION- 43 39 19.     (N) 095 10 26.     (W)   SCALED    
 OP0449* NAVD 88 ORTHO HEIGHT -   454.275  (meters)    1490.40  (feet) ADJUSTED  
 OP0449  ______________________________________________________________________
 OP0449  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 OP0449  DYNAMIC HEIGHT  -        454.168 (meters)     1490.05  (feet) COMP
 OP0449  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 OP0449
 OP0449  VERT ORDER      -  SECOND    CLASS I
 OP0449
 OP0449.The horizontal coordinates were scaled from a topographic map and have
 OP0449.an estimated accuracy of +/- 6 seconds.
 OP0449.
 OP0449.The orthometric height was determined by differential leveling and
 OP0449.adjusted in June 1991.
 OP0449
 OP0449.The dynamic height is computed by dividing the NAVD 88
 OP0449.geopotential number by the normal gravity value computed on the
 OP0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0449.degrees latitude (g = 980.6199 gals.).
 OP0449
 OP0449.The modeled gravity was interpolated from observed gravity values.
 OP0449
 OP0449;                    North         East    Units  Estimated Accuracy
 OP0449;SPC MN S     -   173,490.      705,300.      MT  (+/- 180 meters Scaled)
 OP0449
 OP0449                          SUPERSEDED SURVEY CONTROL
 OP0449
 OP0449.No superseded survey control is available for this station.
 OP0449
 OP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ247358(NAD 83)
 OP0449
 OP0449_MARKER: DD = SURVEY DISK
 OP0449_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0449+WITH SETTING: INTO GROUND
 OP0449_STAMPING: 3208 A 1974
 OP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0449+STABILITY: SURFACE MOTION
 OP0449
 OP0449  HISTORY     - Date     Condition        Report By
 OP0449  HISTORY     - 1974     MONUMENTED       MNDT
 OP0449  HISTORY     - 1975     GOOD             MNDT
 OP0449
 OP0449                          STATION DESCRIPTION
 OP0449
 OP0449'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0449'1.3 MI S FROM LAKEFIELD.
 OP0449'THE MARK IS LOCATED 1.3 MILES SOUTH ALONG TRUNK HIGHWAY 86 FROM ITS
 OP0449'JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD.  IT IS ALSO 1.2 MILES NORTH
 OP0449'ALONG TRUNK HIGHWAY 86 FROM THE JUNCTION OF TRUNK HIGHWAY 86 AND FAI
 OP0449'90.  IT IS 76.4 FEET WEST OF AND 5 FEET LOWER THAN THE CENTERLINE OF
 OP0449'TRUNK HIGHWAY 86, 21.0 FEET SOUTH OF A DRIVEWAY WEST, 43.0 FEET
 OP0449'SOUTH-SOUTHEAST OF POWER POLE NUMBER 31-08-13, 30.2 FEET
 OP0449'WEST-SOUTHWEST OF THE SOUTH END OF A CORRUGATED METAL CULVERT UNDER
 OP0449'THE DRIVEWAY, AND 1.0 FOOT EAST OF A CORNER FENCE POST.  THE MARK A
 OP0449'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 OP0449'IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 40 FOOT LONG COPPER-CLAD
 OP0449'STEEL ROD DRIVEN FLUSH WITH THE GROUND, AND IS 0.5 FOOT EAST OF A
 OP0449'STEEL WITNESS POST.  NE 1/4 SECTION 8, T 102N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0448 ***********************************************************************
 OP0448  DESIGNATION -  3208 A 1
 OP0448  PID         -  OP0448
 OP0448  STATE/COUNTY-  MN/JACKSON
 OP0448  COUNTRY     -  US
 OP0448  USGS QUAD   -  LAKEFIELD (1982)
 OP0448
 OP0448                         *CURRENT SURVEY CONTROL
 OP0448  ______________________________________________________________________
 OP0448* NAD 83(1986) POSITION- 43 37 53.     (N) 095 10 26.     (W)   SCALED    
 OP0448* NAVD 88 ORTHO HEIGHT -   440.534  (meters)    1445.32  (feet) ADJUSTED  
 OP0448  ______________________________________________________________________
 OP0448  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 OP0448  DYNAMIC HEIGHT  -        440.428 (meters)     1444.97  (feet) COMP
 OP0448  MODELED GRAVITY -    980,367.3   (mgal)                       NAVD 88
 OP0448
 OP0448  VERT ORDER      -  SECOND    CLASS I
 OP0448
 OP0448.The horizontal coordinates were scaled from a topographic map and have
 OP0448.an estimated accuracy of +/- 6 seconds.
 OP0448.
 OP0448.The orthometric height was determined by differential leveling and
 OP0448.adjusted in June 1991.
 OP0448
 OP0448.The dynamic height is computed by dividing the NAVD 88
 OP0448.geopotential number by the normal gravity value computed on the
 OP0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0448.degrees latitude (g = 980.6199 gals.).
 OP0448
 OP0448.The modeled gravity was interpolated from observed gravity values.
 OP0448
 OP0448;                    North         East    Units  Estimated Accuracy
 OP0448;SPC MN S     -   170,840.      705,270.      MT  (+/- 180 meters Scaled)
 OP0448
 OP0448                          SUPERSEDED SURVEY CONTROL
 OP0448
 OP0448.No superseded survey control is available for this station.
 OP0448
 OP0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ246332(NAD 83)
 OP0448
 OP0448_MARKER: DD = SURVEY DISK
 OP0448_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0448_SP_SET: CULVERT
 OP0448_STAMPING: 3208 A 1 1975
 OP0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0448
 OP0448  HISTORY     - Date     Condition        Report By
 OP0448  HISTORY     - 1975     MONUMENTED       MNDT
 OP0448
 OP0448                          STATION DESCRIPTION
 OP0448
 OP0448'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0448'3.0 MI S FROM LAKEFIELD.
 OP0448'THE MARK IS LOCATED 3.0 MILE SOUTH ALONG TRUNK HIGHWAY 86 FROM ITS
 OP0448'JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD (0.5 MILE SOUTH OF THE
 OP0448'JUNCTION OF TRUNK HIGHWAY 86 AND FAI 90) AND 1.0 MILE NORTH OF THE
 OP0448'JUNCTION OF TRUNK HIGHWAY 86 AND OLD TRUNK HIGHWAY 16.  IT IS 30.0
 OP0448'FEET EAST OF AND 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 86
 OP0448'AND 75.0 FEET NORTH OF THE CENTER OF A TOWNSHIP ROAD (T-ROAD EAST).
 OP0448'THE MARK IS SET IN THE SOUTHEAST HEADWELL OF A 10 FOOT BY 6 FOOT BOX
 OP0448'CULVERT (TRUNK HIGHWAY 86 OVER A SMALL CREEK), AND IS ABOUT 0.9 FOOT
 OP0448'NORTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 16, T 102N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0450 ***********************************************************************
 OP0450  DESIGNATION -  3208 B
 OP0450  PID         -  OP0450
 OP0450  STATE/COUNTY-  MN/JACKSON
 OP0450  COUNTRY     -  US
 OP0450  USGS QUAD   -  LAKEFIELD (1982)
 OP0450
 OP0450                         *CURRENT SURVEY CONTROL
 OP0450  ______________________________________________________________________
 OP0450* NAD 83(1986) POSITION- 43 40 25.     (N) 095 10 26.     (W)   SCALED    
 OP0450* NAVD 88 ORTHO HEIGHT -   445.214  (meters)    1460.67  (feet) ADJUSTED  
 OP0450  ______________________________________________________________________
 OP0450  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 OP0450  DYNAMIC HEIGHT  -        445.109 (meters)     1460.33  (feet) COMP
 OP0450  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 OP0450
 OP0450  VERT ORDER      -  SECOND    CLASS I
 OP0450
 OP0450.The horizontal coordinates were scaled from a topographic map and have
 OP0450.an estimated accuracy of +/- 6 seconds.
 OP0450.
 OP0450.The orthometric height was determined by differential leveling and
 OP0450.adjusted in June 1991.
 OP0450
 OP0450.The dynamic height is computed by dividing the NAVD 88
 OP0450.geopotential number by the normal gravity value computed on the
 OP0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0450.degrees latitude (g = 980.6199 gals.).
 OP0450
 OP0450.The modeled gravity was interpolated from observed gravity values.
 OP0450
 OP0450;                    North         East    Units  Estimated Accuracy
 OP0450;SPC MN S     -   175,530.      705,330.      MT  (+/- 180 meters Scaled)
 OP0450
 OP0450                          SUPERSEDED SURVEY CONTROL
 OP0450
 OP0450.No superseded survey control is available for this station.
 OP0450
 OP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ247379(NAD 83)
 OP0450
 OP0450_MARKER: DD = SURVEY DISK
 OP0450_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0450_SP_SET: CULVERT
 OP0450_STAMPING: 3208 B 1974
 OP0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0450
 OP0450  HISTORY     - Date     Condition        Report By
 OP0450  HISTORY     - 1974     MONUMENTED       MNDT
 OP0450  HISTORY     - 1975     GOOD             MNDT
 OP0450
 OP0450                          STATION DESCRIPTION
 OP0450
 OP0450'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0450'IN LAKEFIELD.
 OP0450'THE MARK IS LOCATED 0.05 MILE SOUTH ALONG TRUNK HIGHWAY 86 FROM THE
 OP0450'JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 (MILL ROAD).  IT IS
 OP0450'43.5 FEET EAST OF AND 3.0 FEET LOWER THAN THE CENTERLINE OF TRUNK
 OP0450'HIGHWAY 86.  THE MARK A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 OP0450'CONTROL MONUMENT (VCM) IS SET IN THE SOUTHEAST CORNER OF A 12 FOOT BY
 OP0450'12 FOOT BOX CULVERT (TRUNK HIGHWAY 86 OVER A SMALL CREEK). NW 1/4
 OP0450'SECTION 4, T 102N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0451 ***********************************************************************
 OP0451  DESIGNATION -  3208 C
 OP0451  PID         -  OP0451
 OP0451  STATE/COUNTY-  MN/JACKSON
 OP0451  COUNTRY     -  US
 OP0451  USGS QUAD   -  LAKEFIELD (1982)
 OP0451
 OP0451                         *CURRENT SURVEY CONTROL
 OP0451  ______________________________________________________________________
 OP0451* NAD 83(1986) POSITION- 43 40 45.     (N) 095 10 29.     (W)   SCALED    
 OP0451* NAVD 88 ORTHO HEIGHT -   453.204  (meters)    1486.89  (feet) ADJUSTED  
 OP0451  ______________________________________________________________________
 OP0451  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 OP0451  DYNAMIC HEIGHT  -        453.098 (meters)     1486.54  (feet) COMP
 OP0451  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 OP0451
 OP0451  VERT ORDER      -  SECOND    CLASS I
 OP0451
 OP0451.The horizontal coordinates were scaled from a topographic map and have
 OP0451.an estimated accuracy of +/- 6 seconds.
 OP0451.
 OP0451.The orthometric height was determined by differential leveling and
 OP0451.adjusted in June 1991.
 OP0451
 OP0451.The dynamic height is computed by dividing the NAVD 88
 OP0451.geopotential number by the normal gravity value computed on the
 OP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0451.degrees latitude (g = 980.6199 gals.).
 OP0451
 OP0451.The modeled gravity was interpolated from observed gravity values.
 OP0451
 OP0451;                    North         East    Units  Estimated Accuracy
 OP0451;SPC MN S     -   176,150.      705,280.      MT  (+/- 180 meters Scaled)
 OP0451
 OP0451                          SUPERSEDED SURVEY CONTROL
 OP0451
 OP0451.No superseded survey control is available for this station.
 OP0451
 OP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ247385(NAD 83)
 OP0451
 OP0451_MARKER: DD = SURVEY DISK
 OP0451_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0451+WITH SETTING: INTO GROUND
 OP0451_STAMPING: 3208 C 1974
 OP0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0451+STABILITY: SURFACE MOTION
 OP0451
 OP0451  HISTORY     - Date     Condition        Report By
 OP0451  HISTORY     - 1974     MONUMENTED       MNDT
 OP0451  HISTORY     - 1975     GOOD             MNDT
 OP0451
 OP0451                          STATION DESCRIPTION
 OP0451
 OP0451'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0451'IN LAKEFIELD.
 OP0451'THE MARK IS LOCATED 4 CITY BLOCKS (0.35 MILE) NORTH ALONG TRUNK
 OP0451'HIGHWAY 86 FROM THE JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 IN
 OP0451'LAKEFIELD.  THENCE EAST ALONG COUNTY ROAD 50 (4TH AVENUE NORTH) FOR 1
 OP0451'1/2 BLOCKS.  IT IS 162.0 FEET SOUTH OF THE CENTERLINE OF 4TH AVENUE
 OP0451'NORTH, 168.0 FEET WEST OF A NORTH-SOUTH CITY STREET, AND 35.0 FEET
 OP0451'EAST OF AND 3 FEET ABOVE THE LEVEL OF THE ALLEY.  THE MARK A STANDARD
 OP0451'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK IS
 OP0451'SET IN THE SOUTH SIDE OF THE STANDPIPE FOR THE LAKEFIELD WATER TANK.
 OP0451'SW 1/4 SECTION 33, T 103N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0967 ***********************************************************************
 RN0967  DESIGNATION -  321/2 BOLT
 RN0967  PID         -  RN0967
 RN0967  STATE/COUNTY-  MN/CROW WING
 RN0967  COUNTRY     -  US
 RN0967  USGS QUAD   -  CUYUNA (1973)
 RN0967
 RN0967                         *CURRENT SURVEY CONTROL
 RN0967  ______________________________________________________________________
 RN0967* NAD 83(1986) POSITION- 46 33 01.     (N) 093 59 43.     (W)   SCALED    
 RN0967* NAVD 88 ORTHO HEIGHT -   362.27   (+/-2cm)    1188.5   (feet) VERTCON   
 RN0967  ______________________________________________________________________
 RN0967  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 RN0967  VERT ORDER      -  ? (See Below)
 RN0967
 RN0967.The horizontal coordinates were scaled from a topographic map and have
 RN0967.an estimated accuracy of +/- 6 seconds.
 RN0967.
 RN0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0967
 RN0967.The vertical order pertains to the NGVD 29 superseded value.
 RN0967
 RN0967;                    North         East    Units  Estimated Accuracy
 RN0967;SPC MN C     -   272,340.      819,530.      MT  (+/- 180 meters Scaled)
 RN0967
 RN0967                          SUPERSEDED SURVEY CONTROL
 RN0967
 RN0967  NGVD 29 (??/??/92)  362.067  (m)         1187.88   (f) ADJ UNCH       
 RN0967
 RN0967.Superseded values are not recommended for survey control.
 RN0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0967.See file dsdata.txt to determine how the superseded data were derived.
 RN0967
 RN0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM237556(NAD 83)
 RN0967
 RN0967_MARKER: B = BOLT
 RN0967_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RN0967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0967
 RN0967  HISTORY     - Date     Condition        Report By
 RN0967  HISTORY     - UNK      MONUMENTED       MRC
 RN0967  HISTORY     - 1934     GOOD             CGS
 RN0967
 RN0967                          STATION DESCRIPTION
 RN0967
 RN0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0967'0.5 MI N FROM WOLFORD.
 RN0967'ABOUT 1/2 MILE NORTH OF A POINT ABOUT 1 MILE WEST OF WOLFORD, 2-1/2
 RN0967'MILES UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM THE MOUTH
 RN0967'OF PINE RIVER, IN SEC. 15, T 47 N, R 29 W, ABOUT 1/4 MILE NORTH OF THE
 RN0967'SOUTH LINE OF THE SECTION, ABOUT 1/4 MILE EAST OF THE WEST LINE OF THE
 RN0967'SECTION, ABOUT 300 FEET DOWNSTREAM FROM A HIGH RIDGE, 120 FEET BACK
 RN0967'FROM THE LEFT BANK OF THE RIVER, IN A THICKET OF YOUNG POPLAR ON LOW
 RN0967'LEVEL GROUND, AND ABOUT 6 FEET HIGHER THAN THE WATER. THE TOP OF A
 RN0967'COPPER BOLT LEADED IN A TILE ABOUT 3 FEET UNDERGROUND, ACCESS TO WHICH
 RN0967'IS HAD THROUGH A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RN0967'COMMISSION STANDARD CAP AND PROJECTING ABOUT 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0966 ***********************************************************************
 RN0966  DESIGNATION -  321/2 CAP
 RN0966  PID         -  RN0966
 RN0966  STATE/COUNTY-  MN/CROW WING
 RN0966  COUNTRY     -  US
 RN0966  USGS QUAD   -  CUYUNA (1973)
 RN0966
 RN0966                         *CURRENT SURVEY CONTROL
 RN0966  ______________________________________________________________________
 RN0966* NAD 83(1986) POSITION- 46 33 01.     (N) 093 59 43.     (W)   SCALED    
 RN0966* NAVD 88 ORTHO HEIGHT -   363.47   (+/-2cm)    1192.5   (feet) VERTCON   
 RN0966  ______________________________________________________________________
 RN0966  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 RN0966  VERT ORDER      -  ? (See Below)
 RN0966
 RN0966.The horizontal coordinates were scaled from a topographic map and have
 RN0966.an estimated accuracy of +/- 6 seconds.
 RN0966.
 RN0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0966
 RN0966.The vertical order pertains to the NGVD 29 superseded value.
 RN0966
 RN0966;                    North         East    Units  Estimated Accuracy
 RN0966;SPC MN C     -   272,340.      819,530.      MT  (+/- 180 meters Scaled)
 RN0966
 RN0966                          SUPERSEDED SURVEY CONTROL
 RN0966
 RN0966  NGVD 29 (??/??/92)  363.271  (m)         1191.83   (f) ADJ UNCH       
 RN0966
 RN0966.Superseded values are not recommended for survey control.
 RN0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0966.See file dsdata.txt to determine how the superseded data were derived.
 RN0966
 RN0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM237556(NAD 83)
 RN0966
 RN0966_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0966
 RN0966  HISTORY     - Date     Condition        Report By
 RN0966  HISTORY     - UNK      MONUMENTED       MRC
 RN0966  HISTORY     - 1934     GOOD             CGS
 RN0966
 RN0966                          STATION DESCRIPTION
 RN0966
 RN0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0966'0.5 MI N FROM WOLFORD.
 RN0966'ABOUT 1/2 MILE NORTH OF A POINT ABOUT 1 MILE WEST OF WOLFORD, 2-1/2
 RN0966'MILES UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM THE MOUTH
 RN0966'OF PINE RIVER, IN SEC. 15, T 47 N, R 29 W, ABOUT 1/4 MILE NORTH OF THE
 RN0966'SOUTH LINE OF THE SECTION, ABOUT 1/4 MILE EAST OF THE WEST LINE OF THE
 RN0966'SECTION, ABOUT 300 FEET DOWNSTREAM FROM A HIGH RIDGE, 120 FEET BACK
 RN0966'FROM THE LEFT BANK OF THE RIVER, IN A THICKET OF YOUNG POPLAR ON LOW
 RN0966'LEVEL GROUND, AND ABOUT 6 FEET HIGHER THAN THE WATER.  A 4-INCH IRON
 RN0966'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 RN0966'PROJECTING ABOUT 15 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0970 ***********************************************************************
 RN0970  DESIGNATION -  322/2 BOLT
 RN0970  PID         -  RN0970
 RN0970  STATE/COUNTY-  MN/CROW WING
 RN0970  COUNTRY     -  US
 RN0970  USGS QUAD   -  CUYUNA (1973)
 RN0970
 RN0970                         *CURRENT SURVEY CONTROL
 RN0970  ______________________________________________________________________
 RN0970* NAD 83(1986) POSITION- 46 32 31.     (N) 093 56 37.     (W)   SCALED    
 RN0970* NAVD 88 ORTHO HEIGHT -   364.05   (+/-2cm)    1194.4   (feet) VERTCON   
 RN0970  ______________________________________________________________________
 RN0970  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 RN0970  VERT ORDER      -  ? (See Below)
 RN0970
 RN0970.The horizontal coordinates were scaled from a topographic map and have
 RN0970.an estimated accuracy of +/- 6 seconds.
 RN0970.
 RN0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0970
 RN0970.The vertical order pertains to the NGVD 29 superseded value.
 RN0970
 RN0970;                    North         East    Units  Estimated Accuracy
 RN0970;SPC MN C     -   271,430.      823,500.      MT  (+/- 180 meters Scaled)
 RN0970
 RN0970                          SUPERSEDED SURVEY CONTROL
 RN0970
 RN0970  NGVD 29 (??/??/92)  363.855  (m)         1193.75   (f) ADJ UNCH       
 RN0970
 RN0970.Superseded values are not recommended for survey control.
 RN0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0970.See file dsdata.txt to determine how the superseded data were derived.
 RN0970
 RN0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM276546(NAD 83)
 RN0970
 RN0970_MARKER: B = BOLT
 RN0970_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RN0970_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0970
 RN0970  HISTORY     - Date     Condition        Report By
 RN0970  HISTORY     - UNK      MONUMENTED       MRC
 RN0970  HISTORY     - 1934     GOOD             CGS
 RN0970
 RN0970                          STATION DESCRIPTION
 RN0970
 RN0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0970'1.75 MI E FROM WOLFORD.
 RN0970'1-3/4 MILES EAST (AIR LINE) OF WOLFORD, ABOUT 3/4 MILE DOWNSTREAM
 RN0970'ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM TOWHEAD RAPIDS, 0.2 MILE
 RN0970'WEST OF THE EAST LINE OF SEC. 24, T 47 N, R 29 W, OPPOSITE THE
 RN0970'JUNCTION OF A HIGH SAND BANK AND THE RIVER BANK, AND ON THE FIRST
 RN0970'BENCH BACK FROM THE RIVER.  THE TOP OF A COPPER BOLT LEADED IN A TILE
 RN0970'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 RN0970'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0969 ***********************************************************************
 RN0969  DESIGNATION -  322/2 CAP
 RN0969  PID         -  RN0969
 RN0969  STATE/COUNTY-  MN/CROW WING
 RN0969  COUNTRY     -  US
 RN0969  USGS QUAD   -  CUYUNA (1973)
 RN0969
 RN0969                         *CURRENT SURVEY CONTROL
 RN0969  ______________________________________________________________________
 RN0969* NAD 83(1986) POSITION- 46 32 31.     (N) 093 56 37.     (W)   SCALED    
 RN0969* NAVD 88 ORTHO HEIGHT -   365.26   (+/-2cm)    1198.4   (feet) VERTCON   
 RN0969  ______________________________________________________________________
 RN0969  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 RN0969  VERT ORDER      -  ? (See Below)
 RN0969
 RN0969.The horizontal coordinates were scaled from a topographic map and have
 RN0969.an estimated accuracy of +/- 6 seconds.
 RN0969.
 RN0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0969
 RN0969.The vertical order pertains to the NGVD 29 superseded value.
 RN0969
 RN0969;                    North         East    Units  Estimated Accuracy
 RN0969;SPC MN C     -   271,430.      823,500.      MT  (+/- 180 meters Scaled)
 RN0969
 RN0969                          SUPERSEDED SURVEY CONTROL
 RN0969
 RN0969  NGVD 29 (??/??/92)  365.066  (m)         1197.72   (f) ADJ UNCH       
 RN0969
 RN0969.Superseded values are not recommended for survey control.
 RN0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0969.See file dsdata.txt to determine how the superseded data were derived.
 RN0969
 RN0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM276546(NAD 83)
 RN0969
 RN0969_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0969_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0969_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0969
 RN0969  HISTORY     - Date     Condition        Report By
 RN0969  HISTORY     - UNK      MONUMENTED       MRC
 RN0969  HISTORY     - 1934     GOOD             CGS
 RN0969
 RN0969                          STATION DESCRIPTION
 RN0969
 RN0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0969'1.75 MI E FROM WOLFORD.
 RN0969'1-3/4 MILES EAST (AIR LINE) OF WOLFORD, ABOUT 3/4 MILE DOWNSTREAM
 RN0969'ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM TOWHEAD RAPIDS, 0.2 MILE
 RN0969'WEST OF THE EAST LINE OF SEC. 24. T 47 N, R 29 W, OPPOSITE THE
 RN0969'JUNCTION OF A HIGH SAND BANK AND THE RIVER BANK, AND ON THE FIRST
 RN0969'BENCH BACK FROM THE RIVER.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI
 RN0969'RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0973 ***********************************************************************
 RN0973  DESIGNATION -  323/2 BOLT
 RN0973  PID         -  RN0973
 RN0973  STATE/COUNTY-  MN/CROW WING
 RN0973  COUNTRY     -  US
 RN0973  USGS QUAD   -  CUYUNA (1973)
 RN0973
 RN0973                         *CURRENT SURVEY CONTROL
 RN0973  ______________________________________________________________________
 RN0973* NAD 83(1986) POSITION- 46 33 32.     (N) 093 53 25.     (W)   SCALED    
 RN0973* NAVD 88 ORTHO HEIGHT -   367.55   (+/-2cm)    1205.9   (feet) VERTCON   
 RN0973  ______________________________________________________________________
 RN0973  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0973  VERT ORDER      -  ? (See Below)
 RN0973
 RN0973.The horizontal coordinates were scaled from a topographic map and have
 RN0973.an estimated accuracy of +/- 6 seconds.
 RN0973.
 RN0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0973
 RN0973.The vertical order pertains to the NGVD 29 superseded value.
 RN0973
 RN0973;                    North         East    Units  Estimated Accuracy
 RN0973;SPC MN C     -   273,330.      827,580.      MT  (+/- 180 meters Scaled)
 RN0973
 RN0973                          SUPERSEDED SURVEY CONTROL
 RN0973
 RN0973  NGVD 29 (??/??/92)  367.355  (m)         1205.23   (f) ADJ UNCH       
 RN0973
 RN0973.Superseded values are not recommended for survey control.
 RN0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0973.See file dsdata.txt to determine how the superseded data were derived.
 RN0973
 RN0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM317565(NAD 83)
 RN0973
 RN0973_MARKER: B = BOLT
 RN0973_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RN0973_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0973
 RN0973  HISTORY     - Date     Condition        Report By
 RN0973  HISTORY     - UNK      MONUMENTED       MRC
 RN0973  HISTORY     - 1934     GOOD             CGS
 RN0973
 RN0973                          STATION DESCRIPTION
 RN0973
 RN0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0973'2.75 MI N FROM CUYUNA.
 RN0973'2-3/4 MILES NORTH ALONG A COUNTY ROAD FROM THE SOUTHEAST POINT OF
 RN0973'RABBIT LAKE NEAR CUYUNA, THENCE 0.3 MILE EAST ALONG THE LEFT BANK OF
 RN0973'MISSISSIPPI RIVER, IN SEC. 16, T 47 N, R 28 W, ON THE TUCKS FARM, 25
 RN0973'YARDS UPSTREAM FROM THE HEAD OF ISLAND NO. 1, 15 YARDS DOWNSTREAM FROM
 RN0973'A SMALL RAVINE, 15 YARDS BACK FROM THE WATERS EDGE, AND ABOUT 5 YARDS
 RN0973'BACK FROM THE TOP OF THE HIGH BANK.  IN 1898 THIS MARK WAS REFERENCED
 RN0973'BY THE FOLLOWING BLAZED TREES.  15-INCH WHITE PINE, 23 YARDS DISTANT
 RN0973'IN AZIMUTH 62 DEGREES.  AND 6-INCH WHITE PINE, 35 FEET DISTANT IN
 RN0973'AZIMUTH 179 DEGREES.  THE TOP OF A COPPER BOLT LEADED IN A TILE 4 FEET
 RN0973'UNDERGROUND, ACCESS TO WHICH IS HAD TRHOUGH A 4-INCH IRON PIPE BEARING
 RN0973'A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0972 ***********************************************************************
 RN0972  DESIGNATION -  323/2 CAP
 RN0972  PID         -  RN0972
 RN0972  STATE/COUNTY-  MN/CROW WING
 RN0972  COUNTRY     -  US
 RN0972  USGS QUAD   -  CUYUNA (1973)
 RN0972
 RN0972                         *CURRENT SURVEY CONTROL
 RN0972  ______________________________________________________________________
 RN0972* NAD 83(1986) POSITION- 46 33 32.     (N) 093 53 25.     (W)   SCALED    
 RN0972* NAVD 88 ORTHO HEIGHT -   368.76   (+/-2cm)    1209.8   (feet) VERTCON   
 RN0972  ______________________________________________________________________
 RN0972  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0972  VERT ORDER      -  ? (See Below)
 RN0972
 RN0972.The horizontal coordinates were scaled from a topographic map and have
 RN0972.an estimated accuracy of +/- 6 seconds.
 RN0972.
 RN0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0972
 RN0972.The vertical order pertains to the NGVD 29 superseded value.
 RN0972
 RN0972;                    North         East    Units  Estimated Accuracy
 RN0972;SPC MN C     -   273,330.      827,580.      MT  (+/- 180 meters Scaled)
 RN0972
 RN0972                          SUPERSEDED SURVEY CONTROL
 RN0972
 RN0972  NGVD 29 (??/??/92)  368.566  (m)         1209.20   (f) ADJ UNCH       
 RN0972
 RN0972.Superseded values are not recommended for survey control.
 RN0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0972.See file dsdata.txt to determine how the superseded data were derived.
 RN0972
 RN0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM317565(NAD 83)
 RN0972
 RN0972_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0972_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0972_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0972
 RN0972  HISTORY     - Date     Condition        Report By
 RN0972  HISTORY     - UNK      MONUMENTED       MRC
 RN0972  HISTORY     - 1934     GOOD             CGS
 RN0972
 RN0972                          STATION DESCRIPTION
 RN0972
 RN0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0972'2.75 MI N FROM CUYUNA.
 RN0972'2-3/4 MILES NORTH ALONG A COUNTY ROAD FROM THE SOUTHEAST POINT OF
 RN0972'RABBIT LAKE NEAR CUYUNA, THENCE 0.3 MILE EAST ALONG THE LEFT BANK OF
 RN0972'MISISSIPPI RIVER, IN SEC. 16, T 47 N, R 28 W, ON THE TUCKS FARM, 25
 RN0972'YARDS UPSTREAM FROM THE HEAD OF ISLAND NO. 1, 15 YARDS DOWNSTREAM FROM
 RN0972'A SMALL RAVINE, 15 YARDS BACK FROM THE WATERS EDGE, AND ABOUT 5 YARDS
 RN0972'BACK FROM THE TOP OF THE HIGH BANK.  IN 1898 THIS MARK WAS REFERENCED
 RN0972'BY THE FOLLOWING BLAZED TREES.  15-INCH WHITE PINE, 23 YARDS DISTANT
 RN0972'IN AZIMUTH 62 DEGREES.  AND 6-INCH WHITE PINE, 35 FEET DISTANT IN
 RN0972'AZIMUTH 179 DEGREES.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RN0972'COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0976 ***********************************************************************
 RN0976  DESIGNATION -  324/2 BOLT
 RN0976  PID         -  RN0976
 RN0976  STATE/COUNTY-  MN/CROW WING
 RN0976  COUNTRY     -  US
 RN0976  USGS QUAD   -  IRON HUB (1973)
 RN0976
 RN0976                         *CURRENT SURVEY CONTROL
 RN0976  ______________________________________________________________________
 RN0976* NAD 83(1986) POSITION- 46 34 50.     (N) 093 49 59.     (W)   SCALED    
 RN0976* NAVD 88 ORTHO HEIGHT -   369.18   (+/-2cm)    1211.2   (feet) VERTCON   
 RN0976  ______________________________________________________________________
 RN0976  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 RN0976  VERT ORDER      -  ? (See Below)
 RN0976
 RN0976.The horizontal coordinates were scaled from a topographic map and have
 RN0976.an estimated accuracy of +/- 6 seconds.
 RN0976.
 RN0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0976
 RN0976.The vertical order pertains to the NGVD 29 superseded value.
 RN0976
 RN0976;                    North         East    Units  Estimated Accuracy
 RN0976;SPC MN C     -   275,760.      831,960.      MT  (+/- 180 meters Scaled)
 RN0976
 RN0976                          SUPERSEDED SURVEY CONTROL
 RN0976
 RN0976  NGVD 29 (??/??/92)  368.989  (m)         1210.59   (f) ADJ UNCH       
 RN0976
 RN0976.Superseded values are not recommended for survey control.
 RN0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0976.See file dsdata.txt to determine how the superseded data were derived.
 RN0976
 RN0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM361588(NAD 83)
 RN0976
 RN0976_MARKER: B = BOLT
 RN0976_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 RN0976_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0976
 RN0976  HISTORY     - Date     Condition        Report By
 RN0976  HISTORY     - UNK      MONUMENTED       MRC
 RN0976  HISTORY     - 1934     GOOD             CGS
 RN0976
 RN0976                          STATION DESCRIPTION
 RN0976
 RN0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0976'1 MI E FROM IRON HUB.
 RN0976'ABOUT 1 MILE EAST ALONG A SECTIONLINE ROAD FROM SCHOOL NO. 34 AT IRON
 RN0976'HUB, THENCE 4-1/4 MILES NORTH ALONG A COUNTY ROAD, 1-1/2 MILES
 RN0976'UPSTREAM ALONG THE LEFT BANK OF MISSISSIPPI RIVER FROM DEAN BROOK, IN
 RN0976'SEC. 2, T 47 N, R 28 W, ABOUT 220 YARDS DOWNSTREAM FROM A HOUSE ON THE
 RN0976'RIGHT BANK, ON THE TOP OF A HIGH BANK, 9 YARDS BACK FROM THE TOP, AND
 RN0976'AT THE EAST EDGE OF A CULTIVATED FIELD.  IN 1898 THIS MARK WAS
 RN0976'REFERENED BY THE FOLLOWING BLAZED TREES-- 7-INCH JACK PINE, 10 YARDS
 RN0976'DISTANT IN AZIMUTH 278 DEGREES.  AND 10-INCH JACK PINE, 5 FEET DISTANT
 RN0976'IN AZIMUTH 217 DEGREES.  THE TOP OF A COPPER BOLT LEADED IN A TILE
 RN0976'ABOUT 4 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 RN0976'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0978 ***********************************************************************
 RN0978  DESIGNATION -  325/2 CAP
 RN0978  PID         -  RN0978
 RN0978  STATE/COUNTY-  MN/AITKIN
 RN0978  COUNTRY     -  US
 RN0978  USGS QUAD   -  IRON HUB (1973)
 RN0978
 RN0978                         *CURRENT SURVEY CONTROL
 RN0978  ______________________________________________________________________
 RN0978* NAD 83(1986) POSITION- 46 34 49.     (N) 093 47 29.     (W)   SCALED    
 RN0978* NAVD 88 ORTHO HEIGHT -   368.55   (+/-2cm)    1209.2   (feet) VERTCON   
 RN0978  ______________________________________________________________________
 RN0978  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 RN0978  VERT ORDER      -  ? (See Below)
 RN0978
 RN0978.The horizontal coordinates were scaled from a topographic map and have
 RN0978.an estimated accuracy of +/- 6 seconds.
 RN0978.
 RN0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0978
 RN0978.The vertical order pertains to the NGVD 29 superseded value.
 RN0978
 RN0978;                    North         East    Units  Estimated Accuracy
 RN0978;SPC MN C     -   275,750.      835,150.      MT  (+/- 180 meters Scaled)
 RN0978
 RN0978                          SUPERSEDED SURVEY CONTROL
 RN0978
 RN0978  NGVD 29 (??/??/92)  368.364  (m)         1208.54   (f) ADJ UNCH       
 RN0978
 RN0978.Superseded values are not recommended for survey control.
 RN0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0978.See file dsdata.txt to determine how the superseded data were derived.
 RN0978
 RN0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM393588(NAD 83)
 RN0978
 RN0978_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0978
 RN0978  HISTORY     - Date     Condition        Report By
 RN0978  HISTORY     - UNK      MONUMENTED       MRC
 RN0978  HISTORY     - 1934     GOOD             CGS
 RN0978  HISTORY     - 1973     POOR             USGS
 RN0978
 RN0978                          STATION DESCRIPTION
 RN0978
 RN0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0978'4.4 MI N FROM CEDAR LAKE.
 RN0978'4.4 MILES NORTH (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY STATION AT
 RN0978'CEDAR LAKE, 270 YARDS UPSTREAM ALONG THE LEFT BANK OF MISSISIPPI RIVER
 RN0978'FROM THE MOUTH OF HAY CREEK, ABOUT 1/4 MILE NORTH OF THE SOUTH LINE OF
 RN0978'SEC. 6, T 47 N, R 27 W, ON HIGH GROUND 80 YARDS BACK FROM THE LEFT
 RN0978'BANK OF THE RIVER, ON PROPERTY OWNED IN 1898 BY JOHN DOTELER, NEAR THE
 RN0978'FENCE LINE BETWEEN THE PROPERTIES OF JOHN DOTELER AND FRANK DOTELER,
 RN0978'AND 214 FEET DISTANT IN AZIMUTH 159 DEGREES FROM THE NORTHWEST CORNER
 RN0978'OF FRANK DOTELERS HOUSE.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI
 RN0978'RIVER COMMISSION STANDARD CAP.  NOTE-- CAP IS 2 FT OUT OF GROUND AND
 RN0978'LEANING BADLY TO THE NORTH.
 RN0978
 RN0978                          STATION RECOVERY (1973)
 RN0978
 RN0978'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RN0978'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0982 ***********************************************************************
 RN0982  DESIGNATION -  326/2 BOLT
 RN0982  PID         -  RN0982
 RN0982  STATE/COUNTY-  MN/AITKIN
 RN0982  COUNTRY     -  US
 RN0982  USGS QUAD   -  IRON HUB (1973)
 RN0982
 RN0982                         *CURRENT SURVEY CONTROL
 RN0982  ______________________________________________________________________
 RN0982* NAD 83(1986) POSITION- 46 32 48.     (N) 093 46 59.     (W)   SCALED    
 RN0982* NAVD 88 ORTHO HEIGHT -   364.93   (+/-2cm)    1197.3   (feet) VERTCON   
 RN0982  ______________________________________________________________________
 RN0982  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0982  VERT ORDER      -  ? (See Below)
 RN0982
 RN0982.The horizontal coordinates were scaled from a topographic map and have
 RN0982.an estimated accuracy of +/- 6 seconds.
 RN0982.
 RN0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0982
 RN0982.The vertical order pertains to the NGVD 29 superseded value.
 RN0982
 RN0982;                    North         East    Units  Estimated Accuracy
 RN0982;SPC MN C     -   272,010.      835,810.      MT  (+/- 180 meters Scaled)
 RN0982
 RN0982                          SUPERSEDED SURVEY CONTROL
 RN0982
 RN0982  NGVD 29 (??/??/92)  364.751  (m)         1196.69   (f) ADJ UNCH       
 RN0982
 RN0982.Superseded values are not recommended for survey control.
 RN0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0982.See file dsdata.txt to determine how the superseded data were derived.
 RN0982
 RN0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM399550(NAD 83)
 RN0982
 RN0982_MARKER: B = BOLT
 RN0982_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0982_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0982
 RN0982  HISTORY     - Date     Condition        Report By
 RN0982  HISTORY     - UNK      MONUMENTED       MRC
 RN0982  HISTORY     - 1934     GOOD             CGS
 RN0982  HISTORY     - 1963     MARK NOT FOUND   USGS
 RN0982
 RN0982                          STATION DESCRIPTION
 RN0982
 RN0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0982'2.3 MI NNE FROM CEDAR LAKE.
 RN0982'2.3 MILES NORTH-NORTHEAST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY
 RN0982'STATION AT CEDAR LAKE, ABOUT 2,000 FEET UPSTREAM ALONG THE RIVER ROAD
 RN0982'FROM THE MOUTH OF CEDAR CREEK, 55 YARDS BACK FROM THE LEFT BANK OF THE
 RN0982'MISSISSIPPI RIVER, ON PROPERTY OF H. JANZEN, 200 FEET NORTHEAST OF HIS
 RN0982'BARN, 26 FEET SOUTH OF THE CENTERLINE OF THE RIVER ROAD, 31 FEET
 RN0982'SOUTHWEST OF A 24-INCH ELM TREE, 11-1/2 FEET EAST OF A 20-INCH ELM
 RN0982'TREE, AND IN A CATTLE RUN.  THE TOP OF A COPPER BOLT LEADED IN A TILE
 RN0982'ABOUT 2-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 RN0982'IRON PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 RN0982'PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
 RN0982
 RN0982                          STATION RECOVERY (1963)
 RN0982
 RN0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RN0982'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0981 ***********************************************************************
 RN0981  DESIGNATION -  326/2 CAP
 RN0981  PID         -  RN0981
 RN0981  STATE/COUNTY-  MN/AITKIN
 RN0981  COUNTRY     -  US
 RN0981  USGS QUAD   -  IRON HUB (1973)
 RN0981
 RN0981                         *CURRENT SURVEY CONTROL
 RN0981  ______________________________________________________________________
 RN0981* NAD 83(1986) POSITION- 46 32 48.     (N) 093 46 59.     (W)   SCALED    
 RN0981* NAVD 88 ORTHO HEIGHT -   366.14   (+/-2cm)    1201.2   (feet) VERTCON   
 RN0981  ______________________________________________________________________
 RN0981  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0981  VERT ORDER      -  ? (See Below)
 RN0981
 RN0981.The horizontal coordinates were scaled from a topographic map and have
 RN0981.an estimated accuracy of +/- 6 seconds.
 RN0981.
 RN0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN0981
 RN0981.The vertical order pertains to the NGVD 29 superseded value.
 RN0981
 RN0981;                    North         East    Units  Estimated Accuracy
 RN0981;SPC MN C     -   272,010.      835,810.      MT  (+/- 180 meters Scaled)
 RN0981
 RN0981                          SUPERSEDED SURVEY CONTROL
 RN0981
 RN0981  NGVD 29 (??/??/92)  365.962  (m)         1200.66   (f) ADJ UNCH       
 RN0981
 RN0981.Superseded values are not recommended for survey control.
 RN0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0981.See file dsdata.txt to determine how the superseded data were derived.
 RN0981
 RN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM399550(NAD 83)
 RN0981
 RN0981_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0981_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0981_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0981
 RN0981  HISTORY     - Date     Condition        Report By
 RN0981  HISTORY     - UNK      MONUMENTED       MRC
 RN0981  HISTORY     - 1934     GOOD             CGS
 RN0981  HISTORY     - 1963     MARK NOT FOUND   USGS
 RN0981
 RN0981                          STATION DESCRIPTION
 RN0981
 RN0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0981'2.3 MI NNE FROM CEDAR LAKE.
 RN0981'2.3 MILES NORTH-NORTHEAST (AIR LINE) OF THE NORTHERN PACIFIC RAILWAY
 RN0981'STATION AT CEDAR LAKE, ABOUT 2,000 FEET UPSTREAM ALONG THE RIVER ROAD
 RN0981'FROM THE MOUTH OF CEDAR CREEK, 55 YARDS BACK FROM THE LEFT BANK OF THE
 RN0981'MISSISSIPPI RIVER, ON PROPERTY OF H. JANZEN, 200 FEET NORTHEAST OF HIS
 RN0981'BARN, 26 FEET SOUTH OF THE CENTERLINE OF THE RIVER ROAD, 31 FEET
 RN0981'SOUTHWEST OF A 24-INCH ELM TREE, 11-1/2 FEET EAST OF A 20-INCH ELM
 RN0981'TREE, AND IN A CATTLE RUN.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI
 RN0981'RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 1-1/2 FEET ABOVE
 RN0981'GROUND.
 RN0981
 RN0981                          STATION RECOVERY (1963)
 RN0981
 RN0981'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RN0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0985 ***********************************************************************
 RN0985  DESIGNATION -  327/2 BOLT
 RN0985  PID         -  RN0985
 RN0985  STATE/COUNTY-  MN/AITKIN
 RN0985  COUNTRY     -  US
 RN0985  USGS QUAD   -  AITKIN (1973)
 RN0985
 RN0985                         *CURRENT SURVEY CONTROL
 RN0985  ______________________________________________________________________
 RN0985* NAD 83(1986) POSITION- 46 33 05.06   (N) 093 44 47.51   (W)   HD_HELD1  
 RN0985* NAVD 88 ORTHO HEIGHT -   365.067  (meters)    1197.72  (feet) ADJUSTED  
 RN0985  ______________________________________________________________________
 RN0985  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 RN0985  DYNAMIC HEIGHT  -        365.085 (meters)     1197.78  (feet) COMP
 RN0985  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 RN0985
 RN0985  VERT ORDER      -  FIRST     CLASS II
 RN0985
 RN0985.The horizontal coordinates were established by differentially corrected
 RN0985.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0985.
 RN0985.The orthometric height was determined by differential leveling and
 RN0985.adjusted in June 1991.
 RN0985
 RN0985.The dynamic height is computed by dividing the NAVD 88
 RN0985.geopotential number by the normal gravity value computed on the
 RN0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0985.degrees latitude (g = 980.6199 gals.).
 RN0985
 RN0985.The modeled gravity was interpolated from observed gravity values.
 RN0985
 RN0985;                    North         East    Units  Estimated Accuracy
 RN0985;SPC MN C     -   272,556.6     838,608.2     MT  (+/- 3 meters HH1 GPS) 
 RN0985
 RN0985                          SUPERSEDED SURVEY CONTROL
 RN0985
 RN0985  NGVD 29 (??/??/92)  364.890  (m)         1197.14   (f) ADJ UNCH    1 2
 RN0985
 RN0985.Superseded values are not recommended for survey control.
 RN0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0985.See file dsdata.txt to determine how the superseded data were derived.
 RN0985
 RN0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4277155586(NAD 83)
 RN0985
 RN0985_MARKER: B = BOLT
 RN0985_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0985_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0985
 RN0985  HISTORY     - Date     Condition        Report By
 RN0985  HISTORY     - UNK      MONUMENTED       MRC
 RN0985  HISTORY     - 1934     GOOD             CGS
 RN0985
 RN0985                          STATION DESCRIPTION
 RN0985
 RN0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0985'3.0 MI S FROM AITKIN.
 RN0985'ABOUT 3 MILES DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 RN0985'FROM AITKIN, ABOUT 1/4 MILE NORTH OF THE SOUTH LINE OF SEC. 15, T 47
 RN0985'N, R 27W, 200 FEET UPSTREAM FROM THE HOUSE OF ROSE LUECK, 220 FEET
 RN0985'BACK FROM THE LEFT BANK OF THE RIVER, 27 FEET SOUTHEAST OF A FENCE, ON
 RN0985'THE RIVER SIDE OF A SMALL DITCH, AND IN AN OPEN FIELD.  IN 1898 THIS
 RN0985'MARK WAS REFERENCED BY THE FOLLOWING BLAZED TREES-- 36-INCH BASSWOOD,
 RN0985'76 FEET DISTANT IN AZIMUTH 39 DEGREES.  15-INCH ASH, 17 FEET DISTANT
 RN0985'IN AZIMUTH 173 DEGREES.  AND 8-INCH BASSWOOD, 11 FEET DISTANT IN
 RN0985'AZIMUTH 105 DEGREES.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT
 RN0985'3 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON PIPE
 RN0985'BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING
 RN0985'ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0984 ***********************************************************************
 RN0984  DESIGNATION -  327/2 CAP
 RN0984  PID         -  RN0984
 RN0984  STATE/COUNTY-  MN/AITKIN
 RN0984  COUNTRY     -  US
 RN0984  USGS QUAD   -  AITKIN (1973)
 RN0984
 RN0984                         *CURRENT SURVEY CONTROL
 RN0984  ______________________________________________________________________
 RN0984* NAD 83(1986) POSITION- 46 33 05.06   (N) 093 44 47.51   (W)   HD_HELD1  
 RN0984* NAVD 88 ORTHO HEIGHT -   366.275  (meters)    1201.69  (feet) ADJUSTED  
 RN0984  ______________________________________________________________________
 RN0984  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 RN0984  DYNAMIC HEIGHT  -        366.293 (meters)     1201.75  (feet) COMP
 RN0984  MODELED GRAVITY -    980,652.9   (mgal)                       NAVD 88
 RN0984
 RN0984  VERT ORDER      -  FIRST     CLASS II
 RN0984
 RN0984.The horizontal coordinates were established by differentially corrected
 RN0984.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 RN0984.
 RN0984.The orthometric height was determined by differential leveling and
 RN0984.adjusted in June 1991.
 RN0984
 RN0984.The dynamic height is computed by dividing the NAVD 88
 RN0984.geopotential number by the normal gravity value computed on the
 RN0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0984.degrees latitude (g = 980.6199 gals.).
 RN0984
 RN0984.The modeled gravity was interpolated from observed gravity values.
 RN0984
 RN0984;                    North         East    Units  Estimated Accuracy
 RN0984;SPC MN C     -   272,556.6     838,608.2     MT  (+/- 3 meters HH1 GPS) 
 RN0984
 RN0984                          SUPERSEDED SURVEY CONTROL
 RN0984
 RN0984  NGVD 29 (??/??/92)  366.096  (m)         1201.10   (f) ADJ UNCH    1 2
 RN0984
 RN0984.Superseded values are not recommended for survey control.
 RN0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0984.See file dsdata.txt to determine how the superseded data were derived.
 RN0984
 RN0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4277155586(NAD 83)
 RN0984
 RN0984_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0984_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0984
 RN0984  HISTORY     - Date     Condition        Report By
 RN0984  HISTORY     - UNK      MONUMENTED       MRC
 RN0984  HISTORY     - 1934     GOOD             CGS
 RN0984
 RN0984                          STATION DESCRIPTION
 RN0984
 RN0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0984'3.0 MI S FROM AITKIN.
 RN0984'ABOUT 3 MILES DOWNSTREAM ALONG THE LEFT BANK OF THE MISSISSIPPI RIVER
 RN0984'FROM AITKIN, ABOUT 1/4 MILE NORTH OF THE SOUTH LINE OF SEC. 15, T 47
 RN0984'N, R 27 W, 200 FEET UPSTREAM FROM THE HOUSE OF ROSE LUECK, 220 FEET
 RN0984'BACK FROM THE LEFT BANK OF THE RIVER, 27 FEET SOUTHEAST OF A FENCE, ON
 RN0984'THE RIVER SIDE OF A SMALL DITCH, AND IN AN OPEN FIELD.  IN 1898 THIS
 RN0984'MARK WAS REFERENCED BY THE FOLLOWING BLAZED TREES-- 36-INCH BASSWOOD,
 RN0984'76 FEET DISTANT IN AZIMUTH 39 DEGREES.  15-INCH ASH, 17 FEET DISTANT
 RN0984'IN AZIMUTH 173 DEGREES.  AND 8-INCH BASSWOOD, 11 FEET DISTANT IN
 RN0984'AZIMUTH 105 DEGREES.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 RN0984'COMMISSION STANDARD CAP AND PROJECTING ABOUT 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0988 ***********************************************************************
 RN0988  DESIGNATION -  328/2 BOLT
 RN0988  PID         -  RN0988
 RN0988  STATE/COUNTY-  MN/AITKIN
 RN0988  COUNTRY     -  US
 RN0988  USGS QUAD   -  AITKIN (1973)
 RN0988
 RN0988                         *CURRENT SURVEY CONTROL
 RN0988  ______________________________________________________________________
 RN0988* NAD 83(1986) POSITION- 46 32 22.     (N) 093 42 27.     (W)   SCALED    
 RN0988* NAVD 88 ORTHO HEIGHT -   365.024  (meters)    1197.58  (feet) ADJUSTED  
 RN0988  ______________________________________________________________________
 RN0988  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0988  DYNAMIC HEIGHT  -        365.042 (meters)     1197.64  (feet) COMP
 RN0988  MODELED GRAVITY -    980,654.0   (mgal)                       NAVD 88
 RN0988
 RN0988  VERT ORDER      -  FIRST     CLASS II
 RN0988
 RN0988.The horizontal coordinates were scaled from a topographic map and have
 RN0988.an estimated accuracy of +/- 6 seconds.
 RN0988.
 RN0988.The orthometric height was determined by differential leveling and
 RN0988.adjusted in June 1991.
 RN0988
 RN0988.The dynamic height is computed by dividing the NAVD 88
 RN0988.geopotential number by the normal gravity value computed on the
 RN0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0988.degrees latitude (g = 980.6199 gals.).
 RN0988
 RN0988.The modeled gravity was interpolated from observed gravity values.
 RN0988
 RN0988;                    North         East    Units  Estimated Accuracy
 RN0988;SPC MN C     -   271,250.      841,610.      MT  (+/- 180 meters Scaled)
 RN0988
 RN0988                          SUPERSEDED SURVEY CONTROL
 RN0988
 RN0988  NGVD 29 (??/??/92)  364.877  (m)         1197.10   (f) ADJ UNCH    1 2
 RN0988
 RN0988.Superseded values are not recommended for survey control.
 RN0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0988.See file dsdata.txt to determine how the superseded data were derived.
 RN0988
 RN0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM457542(NAD 83)
 RN0988
 RN0988_MARKER: B = BOLT
 RN0988_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0988_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0988
 RN0988  HISTORY     - Date     Condition        Report By
 RN0988  HISTORY     - UNK      MONUMENTED       MRC
 RN0988  HISTORY     - 1934     GOOD             CGS
 RN0988  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0988
 RN0988                          STATION DESCRIPTION
 RN0988
 RN0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0988'IN AITKIN.
 RN0988'IN THE NORTH PART OF AITKIN, 445 FEET SOUTH ALONG COUNTY ROAD A FROM
 RN0988'THE SOUTH END OF THE STEEL WORK OF THE WAGON BRIDGE OVER THE
 RN0988'MISSISSIPPI RIVER, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, AND AT
 RN0988'THE EAST FENCE LINE OF A FIELD.  A 4-INCH IRON PIPE BEARING A
 RN0988'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 4
 RN0988'INCHES ABOVE GROUND.
 RN0988
 RN0988                          STATION RECOVERY (1973)
 RN0988
 RN0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RN0988'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0987 ***********************************************************************
 RN0987  DESIGNATION -  328/2 CAP
 RN0987  PID         -  RN0987
 RN0987  STATE/COUNTY-  MN/AITKIN
 RN0987  COUNTRY     -  US
 RN0987  USGS QUAD   -  AITKIN (1973)
 RN0987
 RN0987                         *CURRENT SURVEY CONTROL
 RN0987  ______________________________________________________________________
 RN0987* NAD 83(1986) POSITION- 46 32 22.     (N) 093 42 27.     (W)   SCALED    
 RN0987* NAVD 88 ORTHO HEIGHT -   366.237  (meters)    1201.56  (feet) ADJUSTED  
 RN0987  ______________________________________________________________________
 RN0987  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0987  DYNAMIC HEIGHT  -        366.256 (meters)     1201.62  (feet) COMP
 RN0987  MODELED GRAVITY -    980,654.0   (mgal)                       NAVD 88
 RN0987
 RN0987  VERT ORDER      -  FIRST     CLASS II
 RN0987
 RN0987.The horizontal coordinates were scaled from a topographic map and have
 RN0987.an estimated accuracy of +/- 6 seconds.
 RN0987.
 RN0987.The orthometric height was determined by differential leveling and
 RN0987.adjusted in June 1991.
 RN0987
 RN0987.The dynamic height is computed by dividing the NAVD 88
 RN0987.geopotential number by the normal gravity value computed on the
 RN0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0987.degrees latitude (g = 980.6199 gals.).
 RN0987
 RN0987.The modeled gravity was interpolated from observed gravity values.
 RN0987
 RN0987;                    North         East    Units  Estimated Accuracy
 RN0987;SPC MN C     -   271,250.      841,610.      MT  (+/- 180 meters Scaled)
 RN0987
 RN0987                          SUPERSEDED SURVEY CONTROL
 RN0987
 RN0987  NGVD 29 (??/??/92)  366.091  (m)         1201.08   (f) ADJ UNCH    1 2
 RN0987
 RN0987.Superseded values are not recommended for survey control.
 RN0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0987.See file dsdata.txt to determine how the superseded data were derived.
 RN0987
 RN0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM457542(NAD 83)
 RN0987
 RN0987_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0987_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0987_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0987
 RN0987  HISTORY     - Date     Condition        Report By
 RN0987  HISTORY     - UNK      MONUMENTED       MRC
 RN0987  HISTORY     - 1934     GOOD             CGS
 RN0987  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0987
 RN0987                          STATION DESCRIPTION
 RN0987
 RN0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0987'IN AITKIN.
 RN0987'IN THE NORTH PART OF AITKIN, 445 FEET SOUTH ALONG COUNTY ROAD A FROM
 RN0987'THE SOUTH END OF THE STEEL WORK OF THE WAGON BRIDGE OVER THE
 RN0987'MISSISSIPPI RIVER, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, AND AT
 RN0987'THE EAST FENCE LINE OF A FIELD.  A 4-INCH IRON PIPE BEARING A
 RN0987'MISSISSIPPI RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 4
 RN0987'INCHES ABOVE GROUND.
 RN0987
 RN0987                          STATION RECOVERY (1973)
 RN0987
 RN0987'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RN0987'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0940 ***********************************************************************
 RN0940  DESIGNATION -  328/3 BOLT
 RN0940  PID         -  RN0940
 RN0940  STATE/COUNTY-  MN/AITKIN
 RN0940  COUNTRY     -  US
 RN0940  USGS QUAD   -  AITKIN (1973)
 RN0940
 RN0940                         *CURRENT SURVEY CONTROL
 RN0940  ______________________________________________________________________
 RN0940* NAD 83(1986) POSITION- 46 32 29.     (N) 093 42 27.     (W)   SCALED    
 RN0940* NAVD 88 ORTHO HEIGHT -   365.053  (meters)    1197.68  (feet) ADJUSTED  
 RN0940  ______________________________________________________________________
 RN0940  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 RN0940  DYNAMIC HEIGHT  -        365.072 (meters)     1197.74  (feet) COMP
 RN0940  MODELED GRAVITY -    980,654.1   (mgal)                       NAVD 88
 RN0940
 RN0940  VERT ORDER      -  FIRST     CLASS II
 RN0940
 RN0940.The horizontal coordinates were scaled from a topographic map and have
 RN0940.an estimated accuracy of +/- 6 seconds.
 RN0940.
 RN0940.The orthometric height was determined by differential leveling and
 RN0940.adjusted in June 1991.
 RN0940
 RN0940.The dynamic height is computed by dividing the NAVD 88
 RN0940.geopotential number by the normal gravity value computed on the
 RN0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0940.degrees latitude (g = 980.6199 gals.).
 RN0940
 RN0940.The modeled gravity was interpolated from observed gravity values.
 RN0940
 RN0940;                    North         East    Units  Estimated Accuracy
 RN0940;SPC MN C     -   271,460.      841,610.      MT  (+/- 180 meters Scaled)
 RN0940
 RN0940                          SUPERSEDED SURVEY CONTROL
 RN0940
 RN0940  NGVD 29 (??/??/92)  364.91   (m)         1197.2    (f) COMPUTED    1 2
 RN0940
 RN0940.Superseded values are not recommended for survey control.
 RN0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0940.See file dsdata.txt to determine how the superseded data were derived.
 RN0940
 RN0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM457544(NAD 83)
 RN0940
 RN0940_MARKER: B = BOLT
 RN0940_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0940_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0940_STAMPING: 1201
 RN0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0940
 RN0940  HISTORY     - Date     Condition        Report By
 RN0940  HISTORY     - UNK      MONUMENTED       MRC
 RN0940  HISTORY     - 1934     GOOD             CGS
 RN0940  HISTORY     - 1973     MARK NOT FOUND   USGS
 RN0940
 RN0940                          STATION DESCRIPTION
 RN0940
 RN0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RN0940'IN AITKIN.
 RN0940'ABOUT 230 FEET NORTH ALONG COUNTY ROAD A FROM THE NORTH END OF THE
 RN0940'STEELWORK OF THE ROAD BRIDGE OVER THE MISSISSIPPI RIVER AT AITKIN,
 RN0940'AITKIN COUNTY, ABOUT 100 FEET SOUTHEAST OF A FRAME HOUSE, ABOUT 30
 RN0940'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A 20-INCH ELM
 RN0940'TREE, AND ABOUT LEVEL WITH THE ROAD.  THE TOP OF A COPPER BOLT LEADED
 RN0940'IN A TILE ABOUT 3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH
 RN0940'A 4-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND AND BEARING
 RN0940'A MISSISSIPPI RIVER COMMISSION STANDARD CAP, STAMPED 1201.
 RN0940
 RN0940                          STATION RECOVERY (1973)
 RN0940
 RN0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RN0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0414 ***********************************************************************
 OP0414  DESIGNATION -  3280 A
 OP0414  PID         -  OP0414
 OP0414  STATE/COUNTY-  MN/JACKSON
 OP0414  COUNTRY     -  US
 OP0414  USGS QUAD   -  BREWSTER (1976)
 OP0414
 OP0414                         *CURRENT SURVEY CONTROL
 OP0414  ______________________________________________________________________
 OP0414* NAD 83(1986) POSITION- 43 38 15.     (N) 095 26 41.     (W)   SCALED    
 OP0414* NAVD 88 ORTHO HEIGHT -   458.781  (meters)    1505.18  (feet) ADJUSTED  
 OP0414  ______________________________________________________________________
 OP0414  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 OP0414  DYNAMIC HEIGHT  -        458.673 (meters)     1504.83  (feet) COMP
 OP0414  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 OP0414
 OP0414  VERT ORDER      -  SECOND    CLASS I
 OP0414
 OP0414.The horizontal coordinates were scaled from a topographic map and have
 OP0414.an estimated accuracy of +/- 6 seconds.
 OP0414.
 OP0414.The orthometric height was determined by differential leveling and
 OP0414.adjusted in June 1991.
 OP0414
 OP0414.The dynamic height is computed by dividing the NAVD 88
 OP0414.geopotential number by the normal gravity value computed on the
 OP0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0414.degrees latitude (g = 980.6199 gals.).
 OP0414
 OP0414.The modeled gravity was interpolated from observed gravity values.
 OP0414
 OP0414;                    North         East    Units  Estimated Accuracy
 OP0414;SPC MN S     -   171,870.      683,420.      MT  (+/- 180 meters Scaled)
 OP0414
 OP0414                          SUPERSEDED SURVEY CONTROL
 OP0414
 OP0414.No superseded survey control is available for this station.
 OP0414
 OP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ028345(NAD 83)
 OP0414
 OP0414_MARKER: DD = SURVEY DISK
 OP0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0414_STAMPING: 3280 A 1961
 OP0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0414+STABILITY: SURFACE MOTION
 OP0414
 OP0414  HISTORY     - Date     Condition        Report By
 OP0414  HISTORY     - 1961     MONUMENTED       MNDT
 OP0414  HISTORY     - 1975     GOOD             MNDT
 OP0414
 OP0414                          STATION DESCRIPTION
 OP0414
 OP0414'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0414'4.5 MI SSE FROM BREWSTER.
 OP0414'THE MARK IS LOCATED 6.0 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0414'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON AT MILEPOINT 51.2.  IT IS
 OP0414'ALSO 0.45 MILE EAST OF THE JUNCTION OF FAI 90 TRUNK HIGHWAY 264
 OP0414'(SOUTH) AND COUNTY ROAD 1 NORTH.  IT IS 0.45 MILE EAST OF THE
 OP0414'JACKSON-NOBLES COUNTY LINE, 125.0 FEET SOUTH OF AND 5 FEET LOWER THAN
 OP0414'THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90 AT STATION 23+69, NEAR
 OP0414'AN EMERGENCY CROSSOVER, 68.5 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF
 OP0414'A 24 INCH CULVERT UNDER THE EAST BOUND LANE, 2.8 FEET NORTHWEST OF
 OP0414'S.R.P. IN END FENCE POST (WOOD) ON FENCE LINE SOUTH, AND 0.25 MILE
 OP0414'WEST OF EAST-BOUND LANE SIGN JCT. 9-6 JACKSON 23 ALBERT LEA 106. IT IS
 OP0414'SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH
 OP0414'WITH THE GROUND, AND IS 0.5 FOOT NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0278 ***********************************************************************
 OP0278  DESIGNATION -  3280 AA RESET
 OP0278  PID         -  OP0278
 OP0278  STATE/COUNTY-  MN/JACKSON
 OP0278  COUNTRY     -  US
 OP0278  USGS QUAD   -  JACKSON NW (1970)
 OP0278
 OP0278                         *CURRENT SURVEY CONTROL
 OP0278  ______________________________________________________________________
 OP0278* NAD 83(1986) POSITION- 43 38 24.6    (N) 094 59 38.2    (W)   HD_HELD2  
 OP0278* NAVD 88 ORTHO HEIGHT -   448.487  (meters)    1471.41  (feet) ADJUSTED  
 OP0278  ______________________________________________________________________
 OP0278  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 OP0278  DYNAMIC HEIGHT  -        448.383 (meters)     1471.07  (feet) COMP
 OP0278  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OP0278
 OP0278  VERT ORDER      -  FIRST     CLASS II
 OP0278
 OP0278.The horizontal coordinates were established by autonomous hand held GPS
 OP0278.observations and have an estimated accuracy of +/- 10 meters.
 OP0278.
 OP0278.The orthometric height was determined by differential leveling and
 OP0278.adjusted in June 1991.
 OP0278
 OP0278.WARNING-Repeat measurements at this control monument indicate possible
 OP0278.vertical movement.
 OP0278
 OP0278.Photographs are available for this station.
 OP0278
 OP0278.The dynamic height is computed by dividing the NAVD 88
 OP0278.geopotential number by the normal gravity value computed on the
 OP0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0278.degrees latitude (g = 980.6199 gals.).
 OP0278
 OP0278.The modeled gravity was interpolated from observed gravity values.
 OP0278
 OP0278;                    North         East    Units  Estimated Accuracy
 OP0278;SPC MN S     -   171,619.      719,799.      MT  (+/- 10 meters HH2 GPS)
 OP0278
 OP0278                          SUPERSEDED SURVEY CONTROL
 OP0278
 OP0278.No superseded survey control is available for this station.
 OP0278
 OP0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3917233839(NAD 83)
 OP0278
 OP0278_MARKER: DB = BENCH MARK DISK
 OP0278_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0278_SP_SET: BRIDGE ABUTMENT
 OP0278_STAMPING: 3280 AA RESET 1974
 OP0278_MARK LOGO: MNDT  
 OP0278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0278+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 OP0278
 OP0278  HISTORY     - Date     Condition        Report By
 OP0278  HISTORY     - 1974     MONUMENTED       MNDT
 OP0278  HISTORY     - 1975     GOOD             MNDT
 OP0278  HISTORY     - 19900829 GOOD             NGS
 OP0278  HISTORY     - 20030811 GOOD             MNDT
 OP0278
 OP0278                          STATION DESCRIPTION
 OP0278
 OP0278'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0278'IN JACKSON.
 OP0278'THE MARK IS LOCATED AT THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 71 AT
 OP0278'JACKSON AT MILEPOINT 73.8.  IT IS 25.8 FEET SOUTH OF AND 0.5 FOOT
 OP0278'HIGHER THAN THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90.  THE MARK
 OP0278'IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 32812 (FAI
 OP0278'90 OVER TRUNK HIGHWAY 71).  NE 1/4 SECTION 14, T 102N, R 35W.
 OP0278
 OP0278                          STATION RECOVERY (1990)
 OP0278
 OP0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0278'IN JACKSON, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND U.S.
 OP0278'HIGHWAY 71, IN TOP OF AND 1.7 M (5.6 FT) NORTH OF THE SOUTH END OF
 OP0278'THE EAST CONCRETE ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE
 OP0278'U.S. HIGHWAY, 35.0 M (114.8 FT) EAST OF THE CENTERLINE OF THE
 OP0278'NORTHBOUND LANES OF THE U.S. HIGHWAY, AND 7.8 M (25.6 FT) SOUTH OF
 OP0278'AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0278'INTERSTATE HIGHWAY.
 OP0278
 OP0278                          STATION RECOVERY (2003)
 OP0278
 OP0278'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 OP0278'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0288 ***********************************************************************
 OP0288  DESIGNATION -  3280 AB
 OP0288  PID         -  OP0288
 OP0288  STATE/COUNTY-  MN/JACKSON
 OP0288  COUNTRY     -  US
 OP0288  USGS QUAD   -  JACKSON NW (1970)
 OP0288
 OP0288                         *CURRENT SURVEY CONTROL
 OP0288  ______________________________________________________________________
 OP0288* NAD 83(1996) POSITION- 43 38 43.67697(N) 094 57 26.92260(W)   ADJUSTED  
 OP0288* NAVD 88 ORTHO HEIGHT -   444.684  (meters)    1458.93  (feet) ADJUSTED  
 OP0288  ______________________________________________________________________
 OP0288  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC09
 OP0288  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 OP0288  DYNAMIC HEIGHT  -        444.580 (meters)     1458.59  (feet) COMP
 OP0288  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 OP0288
 OP0288  HORZ ORDER      -  SECOND
 OP0288  VERT ORDER      -  FIRST     CLASS II
 OP0288
 OP0288.The horizontal coordinates were established by classical geodetic methods
 OP0288.and adjusted by the National Geodetic Survey in March 1999.
 OP0288.
 OP0288.The orthometric height was determined by differential leveling and
 OP0288.adjusted in June 1991.
 OP0288
 OP0288.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0288
 OP0288.The dynamic height is computed by dividing the NAVD 88
 OP0288.geopotential number by the normal gravity value computed on the
 OP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0288.degrees latitude (g = 980.6199 gals.).
 OP0288
 OP0288.The modeled gravity was interpolated from observed gravity values.
 OP0288
 OP0288. The following values were computed from the NAD 83(1996) position.
 OP0288
 OP0288;                    North         East     Units Scale Factor Converg.
 OP0288;SPC MN S     -   172,172.874   722,747.719   MT  1.00003272   -0 40 16.0
 OP0288;SPC MN S     -   564,870.50  2,371,214.81   sFT  1.00003272   -0 40 16.0
 OP0288;UTM  15      - 4,834,358.430   342,127.901   MT  0.99990657   -1 21 04.7
 OP0288
 OP0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0288!SPC MN S     -   0.99993460  x   1.00003272  =   0.99996732
 OP0288!UTM  15      -   0.99993460  x   0.99990657  =   0.99984118
 OP0288
 OP0288                          SUPERSEDED SURVEY CONTROL
 OP0288
 OP0288  NAD 83(1986)-  43 38 43.66942(N)    094 57 26.91114(W) AD(       ) 2
 OP0288  NAD 27      -  43 38 43.82174(N)    094 57 25.95101(W) AD(       ) 2
 OP0288  NGVD 29 (??/??/92)  444.565  (m)         1458.54   (f) ADJ UNCH    1 2
 OP0288
 OP0288.Superseded values are not recommended for survey control.
 OP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0288.See file dsdata.txt to determine how the superseded data were derived.
 OP0288
 OP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4212734358(NAD 83)
 OP0288
 OP0288_MARKER: DD = SURVEY DISK
 OP0288_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0288_SP_SET: ABUTMENT
 OP0288_STAMPING: 3280 AB 1974
 OP0288_MARK LOGO: MNDT  
 OP0288_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0288+STABILITY: POSITION/ELEVATION WELL
 OP0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0288+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1990
 OP0288
 OP0288  HISTORY     - Date     Condition        Report By
 OP0288  HISTORY     - 1974     MONUMENTED       MNDT
 OP0288  HISTORY     - 19900906 GOOD             NGS
 OP0288
 OP0288                          STATION DESCRIPTION
 OP0288
 OP0288'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0288'1.95 MI E FROM JACKSON.
 OP0288'THE MARK IS LOCATED 1.95 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0288'OF FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT MILEPOINT 75.7. IT
 OP0288'IS 22.5 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTERLINE OF TRUNK
 OP0288'HIGHWAY 16.  THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF
 OP0288'BRIDGE NUMBER 32813 (TRUNK HIGHWAY 16 OVER FAI 90). NE 1/4 SECTION 18,
 OP0288'T 102N, R 34W.
 OP0288
 OP0288                          STATION RECOVERY (1990)
 OP0288
 OP0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0288'3.1 KM (1.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0288'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 1.6 M (5.2 FT)
 OP0288'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF COUNTY ROAD
 OP0288'14 OVERPASS (NUMBER 32813) OF THE HIGHWAY, 34.4 M (112.9 FT)
 OP0288'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0288'AND 6.1 M (20.0 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0291 ***********************************************************************
 OP0291  DESIGNATION -  3280 AC
 OP0291  PID         -  OP0291
 OP0291  STATE/COUNTY-  MN/JACKSON
 OP0291  COUNTRY     -  US
 OP0291  USGS QUAD   -  JACKSON NW (1970)
 OP0291
 OP0291                         *CURRENT SURVEY CONTROL
 OP0291  ______________________________________________________________________
 OP0291* NAD 83(1996) POSITION- 43 39 07.40854(N) 094 54 52.00799(W)   ADJUSTED  
 OP0291* NAVD 88 ORTHO HEIGHT -   436.142  (meters)    1430.91  (feet) ADJUSTED  
 OP0291  ______________________________________________________________________
 OP0291  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC09
 OP0291  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 OP0291  DYNAMIC HEIGHT  -        436.040 (meters)     1430.57  (feet) COMP
 OP0291  MODELED GRAVITY -    980,370.8   (mgal)                       NAVD 88
 OP0291
 OP0291  HORZ ORDER      -  SECOND
 OP0291  VERT ORDER      -  FIRST     CLASS II
 OP0291
 OP0291.The horizontal coordinates were established by classical geodetic methods
 OP0291.and adjusted by the National Geodetic Survey in March 1999.
 OP0291.
 OP0291.The orthometric height was determined by differential leveling and
 OP0291.adjusted in June 1991.
 OP0291
 OP0291.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0291
 OP0291.The dynamic height is computed by dividing the NAVD 88
 OP0291.geopotential number by the normal gravity value computed on the
 OP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0291.degrees latitude (g = 980.6199 gals.).
 OP0291
 OP0291.The modeled gravity was interpolated from observed gravity values.
 OP0291
 OP0291. The following values were computed from the NAD 83(1996) position.
 OP0291
 OP0291;                    North         East     Units Scale Factor Converg.
 OP0291;SPC MN S     -   172,865.516   726,227.704   MT  1.00003103   -0 38 27.5
 OP0291;SPC MN S     -   567,142.95  2,382,632.06   sFT  1.00003103   -0 38 27.5
 OP0291;UTM  15      - 4,835,009.606   345,615.406   MT  0.99989317   -1 19 18.3
 OP0291
 OP0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0291!SPC MN S     -   0.99993595  x   1.00003103  =   0.99996698
 OP0291!UTM  15      -   0.99993595  x   0.99989317  =   0.99982913
 OP0291
 OP0291                          SUPERSEDED SURVEY CONTROL
 OP0291
 OP0291  NAD 83(1986)-  43 39 07.40221(N)    094 54 51.99670(W) AD(       ) 2
 OP0291  NAD 27      -  43 39 07.55551(N)    094 54 51.04152(W) AD(       ) 2
 OP0291  NGVD 29 (??/??/92)  436.030  (m)         1430.54   (f) ADJ UNCH    1 2
 OP0291
 OP0291.Superseded values are not recommended for survey control.
 OP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0291.See file dsdata.txt to determine how the superseded data were derived.
 OP0291
 OP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4561535009(NAD 83)
 OP0291
 OP0291_MARKER: DD = SURVEY DISK
 OP0291_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0291_SP_SET: ABUTMENT
 OP0291_STAMPING: 3280 AC 1974
 OP0291_MARK LOGO: MNDT  
 OP0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0291+STABILITY: POSITION/ELEVATION WELL
 OP0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0291+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1990
 OP0291
 OP0291  HISTORY     - Date     Condition        Report By
 OP0291  HISTORY     - 1974     MONUMENTED       MNDT
 OP0291  HISTORY     - 1975     GOOD             MNDT
 OP0291  HISTORY     - 19900821 GOOD             NGS
 OP0291
 OP0291                          STATION DESCRIPTION
 OP0291
 OP0291'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0291'2.3 MI NW FROM ALPHA.
 OP0291'THE MARK IS LOCATED 2.0 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0291'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AT MILEPOINT
 OP0291'78.05.  IT IS ALSO 4.2 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0291'OF FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON.  IT IS 19.2 FEET EAST OF
 OP0291'AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER OF COUNTY ROAD 85.  THE MARK
 OP0291'IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 32814
 OP0291'(COUNTY ROAD 85 OVER FAI 35).  SW 1/4 SECTION 10, T 102N, R 34W.
 OP0291
 OP0291                          STATION RECOVERY (1990)
 OP0291
 OP0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0291'7.0 KM (4.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OP0291'JUNCTION WITH U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.1 M (6.9
 OP0291'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0291'COUNTY ROAD 85 OVERPASS (NUMBER 32814) OF THE HIGHWAY, 33.8 M (110.9
 OP0291'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0291'AND 5.7 M (18.7 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0296 ***********************************************************************
 OP0296  DESIGNATION -  3280 AD
 OP0296  PID         -  OP0296
 OP0296  STATE/COUNTY-  MN/JACKSON
 OP0296  COUNTRY     -  US
 OP0296  USGS QUAD   -  ALPHA (1970)
 OP0296
 OP0296                         *CURRENT SURVEY CONTROL
 OP0296  ______________________________________________________________________
 OP0296* NAD 83(1996) POSITION- 43 39 08.06901(N) 094 52 29.49739(W)   ADJUSTED  
 OP0296* NAVD 88 ORTHO HEIGHT -   422.036  (meters)    1384.63  (feet) ADJUSTED  
 OP0296  ______________________________________________________________________
 OP0296  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC09
 OP0296  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 OP0296  DYNAMIC HEIGHT  -        421.936 (meters)     1384.30  (feet) COMP
 OP0296  MODELED GRAVITY -    980,369.0   (mgal)                       NAVD 88
 OP0296
 OP0296  HORZ ORDER      -  SECOND
 OP0296  VERT ORDER      -  FIRST     CLASS II
 OP0296
 OP0296.The horizontal coordinates were established by classical geodetic methods
 OP0296.and adjusted by the National Geodetic Survey in March 1999.
 OP0296.
 OP0296.The orthometric height was determined by differential leveling and
 OP0296.adjusted in June 1991.
 OP0296
 OP0296.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0296
 OP0296.The dynamic height is computed by dividing the NAVD 88
 OP0296.geopotential number by the normal gravity value computed on the
 OP0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0296.degrees latitude (g = 980.6199 gals.).
 OP0296
 OP0296.The modeled gravity was interpolated from observed gravity values.
 OP0296
 OP0296. The following values were computed from the NAD 83(1996) position.
 OP0296
 OP0296;                    North         East     Units Scale Factor Converg.
 OP0296;SPC MN S     -   172,850.946   729,421.391   MT  1.00003098   -0 36 47.6
 OP0296;SPC MN S     -   567,095.15  2,393,110.01   sFT  1.00003098   -0 36 47.6
 OP0296;UTM  15      - 4,834,957.086   348,808.235   MT  0.99988117   -1 17 39.9
 OP0296
 OP0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0296!SPC MN S     -   0.99993818  x   1.00003098  =   0.99996916
 OP0296!UTM  15      -   0.99993818  x   0.99988117  =   0.99981936
 OP0296
 OP0296                          SUPERSEDED SURVEY CONTROL
 OP0296
 OP0296  NAD 83(1986)-  43 39 08.06236(N)    094 52 29.48784(W) AD(       ) 2
 OP0296  NAD 27      -  43 39 08.21601(N)    094 52 28.53655(W) AD(       ) 2
 OP0296  NGVD 29 (??/??/92)  421.922  (m)         1384.26   (f) ADJ UNCH    1 2
 OP0296
 OP0296.Superseded values are not recommended for survey control.
 OP0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0296.See file dsdata.txt to determine how the superseded data were derived.
 OP0296
 OP0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4880834957(NAD 83)
 OP0296
 OP0296_MARKER: DD = SURVEY DISK
 OP0296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0296_SP_SET: ABUTMENT
 OP0296_STAMPING: 3280 AD 1974
 OP0296_MARK LOGO: MNDT  
 OP0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0296+STABILITY: POSITION/ELEVATION WELL
 OP0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0296+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1990
 OP0296
 OP0296  HISTORY     - Date     Condition        Report By
 OP0296  HISTORY     - 1974     MONUMENTED       MNDT
 OP0296  HISTORY     - 19900821 GOOD             NGS
 OP0296
 OP0296                          STATION DESCRIPTION
 OP0296
 OP0296'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0296'1.0 MI N FROM ALPHA.
 OP0296'THE MARK IS LOCATED AT THE JUNCTION OF FAI 90 AND COUNTY ROAD 29, 1.0
 OP0296'MILE NORTH OF ALPHA, AT MILE POINT 80.05.  IT IS 26.0 FEET EAST OF AND
 OP0296'0.5 FOOT ABOVE THE CENTER OF COUNTY ROAD 29.  THE MARK IS SET IN THE
 OP0296'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 32815 (COUNTY ROAD 29
 OP0296'OVER FAI 90).  SW 1/4 SECTION 12, T 102N, R 34W.
 OP0296
 OP0296                          STATION RECOVERY (1990)
 OP0296
 OP0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0296'10.2 KM (6.3 MI) EASTERLY ALONG I-90 FROM ITS JUNCTION WITH U.S.
 OP0296'HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.3 M (7.5 FT) NORTHWEST OF THE
 OP0296'SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY ROAD 29
 OP0296'OVERPASS (NUMBER 32815) OF THE HIGHWAY, 34.5 M (113.2 FT) SOUTH OF
 OP0296'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 8.0 M (26.2
 OP0296'FT) EAST OF AND LEVEL WITH THE COUNTY ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0297 ***********************************************************************
 OP0297  DESIGNATION -  3280 AD 1
 OP0297  PID         -  OP0297
 OP0297  STATE/COUNTY-  MN/JACKSON
 OP0297  COUNTRY     -  US
 OP0297  USGS QUAD   -  JACKSON NW (1970)
 OP0297
 OP0297                         *CURRENT SURVEY CONTROL
 OP0297  ______________________________________________________________________
 OP0297* NAD 83(1986) POSITION- 43 38 54.     (N) 094 52 31.     (W)   SCALED    
 OP0297* NAVD 88 ORTHO HEIGHT -   414.416  (meters)    1359.63  (feet) ADJUSTED  
 OP0297  ______________________________________________________________________
 OP0297  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 OP0297  DYNAMIC HEIGHT  -        414.318 (meters)     1359.31  (feet) COMP
 OP0297  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 OP0297
 OP0297  VERT ORDER      -  SECOND    CLASS I
 OP0297
 OP0297.The horizontal coordinates were scaled from a topographic map and have
 OP0297.an estimated accuracy of +/- 6 seconds.
 OP0297.
 OP0297.The orthometric height was determined by differential leveling and
 OP0297.adjusted in June 1991.
 OP0297
 OP0297.The dynamic height is computed by dividing the NAVD 88
 OP0297.geopotential number by the normal gravity value computed on the
 OP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0297.degrees latitude (g = 980.6199 gals.).
 OP0297
 OP0297.The modeled gravity was interpolated from observed gravity values.
 OP0297
 OP0297;                    North         East    Units  Estimated Accuracy
 OP0297;SPC MN S     -   172,420.      729,380.      MT  (+/- 180 meters Scaled)
 OP0297
 OP0297                          SUPERSEDED SURVEY CONTROL
 OP0297
 OP0297.No superseded survey control is available for this station.
 OP0297
 OP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ487345(NAD 83)
 OP0297
 OP0297_MARKER: DD = SURVEY DISK
 OP0297_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0297_SP_SET: CULVERT
 OP0297_STAMPING: 3280 AD 1 1975
 OP0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0297
 OP0297  HISTORY     - Date     Condition        Report By
 OP0297  HISTORY     - 1975     MONUMENTED       MNDT
 OP0297
 OP0297                          STATION DESCRIPTION
 OP0297
 OP0297'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0297'0.65 MI N FROM ALPHA.
 OP0297'THE MARK IS 0.35 MILE SOUTH ALONG COUNTY ROAD 29 FROM THE JUNCTION OF
 OP0297'FAI 90 AND COUNTY ROAD 29.  IT IS ALSO 0.15 MILE NORTH ALONG COUNTY
 OP0297'ROAD 29 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND COUNTY ROAD 29.  IT
 OP0297'IS 15.5 FEET EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTER OF COUNTY
 OP0297'ROAD 29.  THE MARK IS SET IN THE SOUTHEAST CORNER OF THE HEAD WALL OF
 OP0297'A 7 FOOT BY 7 FOOT BOX CULVERT (COUNTY ROAD 29 OVER A SMALL CREEK). SW
 OP0297'1/4 SECTION 12, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0436 ***********************************************************************
 OP0436  DESIGNATION -  3280 AE
 OP0436  PID         -  OP0436
 OP0436  STATE/COUNTY-  MN/JACKSON
 OP0436  COUNTRY     -  US
 OP0436  USGS QUAD   -  OKABENA (1976)
 OP0436
 OP0436                         *CURRENT SURVEY CONTROL
 OP0436  ______________________________________________________________________
 OP0436* NAD 83(1986) POSITION- 43 38 11.     (N) 095 18 24.     (W)   SCALED    
 OP0436* NAVD 88 ORTHO HEIGHT -   435.880  (meters)    1430.05  (feet) ADJUSTED  
 OP0436  ______________________________________________________________________
 OP0436  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 OP0436  DYNAMIC HEIGHT  -        435.772 (meters)     1429.70  (feet) COMP
 OP0436  MODELED GRAVITY -    980,357.0   (mgal)                       NAVD 88
 OP0436
 OP0436  VERT ORDER      -  SECOND    CLASS I
 OP0436
 OP0436.The horizontal coordinates were scaled from a topographic map and have
 OP0436.an estimated accuracy of +/- 6 seconds.
 OP0436.
 OP0436.The orthometric height was determined by differential leveling and
 OP0436.adjusted in June 1991.
 OP0436
 OP0436.The dynamic height is computed by dividing the NAVD 88
 OP0436.geopotential number by the normal gravity value computed on the
 OP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0436.degrees latitude (g = 980.6199 gals.).
 OP0436
 OP0436.The modeled gravity was interpolated from observed gravity values.
 OP0436
 OP0436;                    North         East    Units  Estimated Accuracy
 OP0436;SPC MN S     -   171,560.      694,560.      MT  (+/- 180 meters Scaled)
 OP0436
 OP0436                          SUPERSEDED SURVEY CONTROL
 OP0436
 OP0436.No superseded survey control is available for this station.
 OP0436
 OP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ139340(NAD 83)
 OP0436
 OP0436_MARKER: DD = SURVEY DISK
 OP0436_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0436_SP_SET: CULVERT
 OP0436_STAMPING: 3280 AE 1974
 OP0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0436
 OP0436  HISTORY     - Date     Condition        Report By
 OP0436  HISTORY     - 1974     MONUMENTED       MNDT
 OP0436  HISTORY     - 1975     GOOD             MNDT
 OP0436
 OP0436                          STATION DESCRIPTION
 OP0436
 OP0436'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0436'7.0 MI SSE FROM OKABENA.
 OP0436'THE MARK IS LOCATED 6.7 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0436'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0436'FROM THE JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 IN LAKEFIELD)
 OP0436'AT MILE POINT 58.2.  IT IS 51.5 FEET SOUTH OF AND 3 FEET LOWER THAN
 OP0436'THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90 AND IS SET IN THE
 OP0436'SOUTHEAST CORNER OF A 8 FOOT BY 20 FOOT BOX CULVERT (EAST-BOUND FAI 90
 OP0436'OVER A SMALL CREEK).  SW 1/4 SECTION 17, T 103N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0441 ***********************************************************************
 OP0441  DESIGNATION -  3280 AF
 OP0441  PID         -  OP0441
 OP0441  STATE/COUNTY-  MN/JACKSON
 OP0441  COUNTRY     -  US
 OP0441  USGS QUAD   -  OKABENA (1976)
 OP0441
 OP0441                         *CURRENT SURVEY CONTROL
 OP0441  ______________________________________________________________________
 OP0441* NAD 83(1986) POSITION- 43 38 15.     (N) 095 16 28.     (W)   SCALED    
 OP0441* NAVD 88 ORTHO HEIGHT -   446.786  (meters)    1465.83  (feet) ADJUSTED  
 OP0441  ______________________________________________________________________
 OP0441  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 OP0441  DYNAMIC HEIGHT  -        446.675 (meters)     1465.47  (feet) COMP
 OP0441  MODELED GRAVITY -    980,358.1   (mgal)                       NAVD 88
 OP0441
 OP0441  VERT ORDER      -  FIRST     CLASS II
 OP0441
 OP0441.The horizontal coordinates were scaled from a topographic map and have
 OP0441.an estimated accuracy of +/- 6 seconds.
 OP0441.
 OP0441.The orthometric height was determined by differential leveling and
 OP0441.adjusted in June 1991.
 OP0441
 OP0441.The dynamic height is computed by dividing the NAVD 88
 OP0441.geopotential number by the normal gravity value computed on the
 OP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0441.degrees latitude (g = 980.6199 gals.).
 OP0441
 OP0441.The modeled gravity was interpolated from observed gravity values.
 OP0441
 OP0441;                    North         East    Units  Estimated Accuracy
 OP0441;SPC MN S     -   171,640.      697,160.      MT  (+/- 180 meters Scaled)
 OP0441
 OP0441                          SUPERSEDED SURVEY CONTROL
 OP0441
 OP0441.No superseded survey control is available for this station.
 OP0441
 OP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ165341(NAD 83)
 OP0441
 OP0441_MARKER: DD = SURVEY DISK
 OP0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0441_SP_SET: ABUTMENT
 OP0441_STAMPING: 3280 AF 1974
 OP0441_MARK LOGO: MNDT  
 OP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0441+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0441
 OP0441  HISTORY     - Date     Condition        Report By
 OP0441  HISTORY     - 1974     MONUMENTED       MNDT
 OP0441  HISTORY     - 1975     GOOD             MNDT
 OP0441  HISTORY     - 19900829 GOOD             NGS
 OP0441
 OP0441                          STATION DESCRIPTION
 OP0441
 OP0441'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0441'5.6 MI SW FROM LAKEFIELD.
 OP0441'THE MARK IS LOCATED 5.05 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0441'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH OF ITS JUNCTION WITH
 OP0441'COUNTY ROAD 14 AT LAKEFIELD) AT MILE POINT 59.8.  IT IS 19.0 FEET EAST
 OP0441'OF AND 0.5 FEET LOWER THAN THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD
 OP0441'AND IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 32816 (TOWNSHIP
 OP0441'ROAD OVER FAI 90).  NW 1/4 SECTION 15, T 102N, T 37W.
 OP0441
 OP0441                          STATION RECOVERY (1990)
 OP0441
 OP0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0441'22.7 KM (14.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0441'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.1 M (6.9 FT)
 OP0441'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF A
 OP0441'COUNTY ROAD OVERPASS (NUMBER 32816) OF THE HIGHWAY, 29.1 M (95.5 FT)
 OP0441'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND
 OP0441'5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0422 ***********************************************************************
 OP0422  DESIGNATION -  3280 AG
 OP0422  PID         -  OP0422
 OP0422  STATE/COUNTY-  MN/JACKSON
 OP0422  COUNTRY     -  US
 OP0422  USGS QUAD   -  BREWSTER (1976)
 OP0422
 OP0422                         *CURRENT SURVEY CONTROL
 OP0422  ______________________________________________________________________
 OP0422* NAD 83(1986) POSITION- 43 38 15.     (N) 095 22 32.     (W)   SCALED    
 OP0422* NAVD 88 ORTHO HEIGHT -   453.892  (meters)    1489.14  (feet) ADJUSTED  
 OP0422  ______________________________________________________________________
 OP0422  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 OP0422  DYNAMIC HEIGHT  -        453.782 (meters)     1488.78  (feet) COMP
 OP0422  MODELED GRAVITY -    980,362.0   (mgal)                       NAVD 88
 OP0422
 OP0422  VERT ORDER      -  FIRST     CLASS II
 OP0422
 OP0422.The horizontal coordinates were scaled from a topographic map and have
 OP0422.an estimated accuracy of +/- 6 seconds.
 OP0422.
 OP0422.The orthometric height was determined by differential leveling and
 OP0422.adjusted in June 1991.
 OP0422
 OP0422.WARNING-Repeat measurements at this control monument indicate possible
 OP0422.vertical movement.
 OP0422
 OP0422.The dynamic height is computed by dividing the NAVD 88
 OP0422.geopotential number by the normal gravity value computed on the
 OP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0422.degrees latitude (g = 980.6199 gals.).
 OP0422
 OP0422.The modeled gravity was interpolated from observed gravity values.
 OP0422
 OP0422;                    North         East    Units  Estimated Accuracy
 OP0422;SPC MN S     -   171,770.      689,000.      MT  (+/- 180 meters Scaled)
 OP0422
 OP0422                          SUPERSEDED SURVEY CONTROL
 OP0422
 OP0422.No superseded survey control is available for this station.
 OP0422
 OP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ083343(NAD 83)
 OP0422
 OP0422_MARKER: DD = SURVEY DISK
 OP0422_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0422_SP_SET: ABUTMENT
 OP0422_STAMPING: 3280 AG 1974
 OP0422_MARK LOGO: MNDT  
 OP0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0422+STABILITY: POSITION/ELEVATION WELL
 OP0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0422+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0422
 OP0422  HISTORY     - Date     Condition        Report By
 OP0422  HISTORY     - 1974     MONUMENTED       MNDT
 OP0422  HISTORY     - 1975     GOOD             MNDT
 OP0422  HISTORY     - 19900829 GOOD             NGS
 OP0422
 OP0422                          STATION DESCRIPTION
 OP0422
 OP0422'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0422'6.0 MI SE FROM BREWSTER.
 OP0422'THE MARK IS LOCATED 9.5 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0422'FAI 90 AND TRUNK HIGHWAY 60 IN WORTHINGTON.  IT IS 10.0 MILES WEST
 OP0422'ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 86.  IT IS
 OP0422'AT FAI MILEPOINT 54.7.  IT IS SET IN THE SOUTHEAST CORNER (ABUTMENT)
 OP0422'OF BRIDGE NUMBER 32801 (COUNTY ROAD 5 OVER FAI 90).  IT IS 19.0 FEET
 OP0422'EAST OF AND 0.5 FOOT HIGHER THAN THE CENTER OF COUNTY ROAD 5.  SW 1/4
 OP0422'SECTION 14, T 102N, R 38W.
 OP0422
 OP0422                          STATION RECOVERY (1990)
 OP0422
 OP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0422'15.5 KM (9.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0422'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN TOP OF AND 2.1 M (6.9
 OP0422'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0422'COUNTY ROAD 5 OVERPASS (NUMBER 32801) OF THE HIGHWAY, 34.3 M (112.5
 OP0422'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0422'AND 5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0429 ***********************************************************************
 OP0429  DESIGNATION -  3280 AH
 OP0429  PID         -  OP0429
 OP0429  STATE/COUNTY-  MN/JACKSON
 OP0429  COUNTRY     -  US
 OP0429  USGS QUAD   -  OKABENA (1976)
 OP0429
 OP0429                         *CURRENT SURVEY CONTROL
 OP0429  ______________________________________________________________________
 OP0429* NAD 83(1986) POSITION- 43 38 16.     (N) 095 20 01.     (W)   SCALED    
 OP0429* NAVD 88 ORTHO HEIGHT -   439.632  (meters)    1442.36  (feet) ADJUSTED  
 OP0429  ______________________________________________________________________
 OP0429  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 OP0429  DYNAMIC HEIGHT  -        439.523 (meters)     1442.00  (feet) COMP
 OP0429  MODELED GRAVITY -    980,358.3   (mgal)                       NAVD 88
 OP0429
 OP0429  VERT ORDER      -  FIRST     CLASS II
 OP0429
 OP0429.The horizontal coordinates were scaled from a topographic map and have
 OP0429.an estimated accuracy of +/- 6 seconds.
 OP0429.
 OP0429.The orthometric height was determined by differential leveling and
 OP0429.adjusted in June 1991.
 OP0429
 OP0429.The dynamic height is computed by dividing the NAVD 88
 OP0429.geopotential number by the normal gravity value computed on the
 OP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0429.degrees latitude (g = 980.6199 gals.).
 OP0429
 OP0429.The modeled gravity was interpolated from observed gravity values.
 OP0429
 OP0429;                    North         East    Units  Estimated Accuracy
 OP0429;SPC MN S     -   171,740.      692,390.      MT  (+/- 180 meters Scaled)
 OP0429
 OP0429                          SUPERSEDED SURVEY CONTROL
 OP0429
 OP0429.No superseded survey control is available for this station.
 OP0429
 OP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ117342(NAD 83)
 OP0429
 OP0429_MARKER: DD = SURVEY DISK
 OP0429_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0429_SP_SET: FOOTING
 OP0429_STAMPING: 3280 AH 1974
 OP0429_MARK LOGO: MNDT  
 OP0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0429+STABILITY: SURFACE MOTION
 OP0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0429+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0429
 OP0429  HISTORY     - Date     Condition        Report By
 OP0429  HISTORY     - 1974     MONUMENTED       MNDT
 OP0429  HISTORY     - 1975     GOOD             MNDT
 OP0429  HISTORY     - 19900829 GOOD             NGS
 OP0429
 OP0429                          STATION DESCRIPTION
 OP0429
 OP0429'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0429'6.9 MI SSW FROM OKABENA.
 OP0429'THE MARK IS LOCATED 8.0 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0429'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0429'FROM THE JUNCTION OF TH 86 AND COUNTY ROAD 14 IN LAKEFIELD) AT MILE
 OP0429'POINT 56.8.  IT IS ALSO 11.6 MILES EAST ALONG FAI 90 FROM THE JUNCTION
 OP0429'OF FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON.  IT IS 51.6 FEET NORTH
 OP0429'OF AND 5 FEET LOWER THAN THE CENTERLINE OF THE WEST-BOUND LANE AND
 OP0429'108.5 FEET NORTHEAST OF STENCIL 320 ON THE NORTH EDGE OF THE CONCRETE
 OP0429'SLAB.  THE MARK A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 OP0429'CONTROL MONUMENT (VCM) DISK IS SET IN A DRILL HOLE IN THE CONCRETE
 OP0429'BASE FOR THE SOUTH LEG OF WEST-BOUND LANE SIGN JCT 264-6,
 OP0429'WORTHINGTON-12, SOUIX FALLS-69.  NW 1/4 SECTION 18, T 102N, R 37W.
 OP0429
 OP0429                          STATION RECOVERY (1990)
 OP0429
 OP0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0429'19.0 KM (11.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0429'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN THE SOUTH END OF THE
 OP0429'CONCRETE FOOTING OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN, 15.7
 OP0429'M (51.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OP0429'HIGHWAY, 7.0 M (23.0 FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE
 OP0429'LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE
 OP0429'SIGN, AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0435 ***********************************************************************
 OP0435  DESIGNATION -  3280 AJ
 OP0435  PID         -  OP0435
 OP0435  STATE/COUNTY-  MN/JACKSON
 OP0435  COUNTRY     -  US
 OP0435  USGS QUAD   -  OKABENA (1976)
 OP0435
 OP0435                         *CURRENT SURVEY CONTROL
 OP0435  ______________________________________________________________________
 OP0435* NAD 83(1986) POSITION- 43 38 19.     (N) 095 18 51.     (W)   SCALED    
 OP0435* NAVD 88 ORTHO HEIGHT -   437.074  (meters)    1433.97  (feet) ADJUSTED  
 OP0435  ______________________________________________________________________
 OP0435  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 OP0435  DYNAMIC HEIGHT  -        436.965 (meters)     1433.61  (feet) COMP
 OP0435  MODELED GRAVITY -    980,357.4   (mgal)                       NAVD 88
 OP0435
 OP0435  VERT ORDER      -  SECOND    CLASS I
 OP0435
 OP0435.The horizontal coordinates were scaled from a topographic map and have
 OP0435.an estimated accuracy of +/- 6 seconds.
 OP0435.
 OP0435.The orthometric height was determined by differential leveling and
 OP0435.adjusted in June 1991.
 OP0435
 OP0435.The dynamic height is computed by dividing the NAVD 88
 OP0435.geopotential number by the normal gravity value computed on the
 OP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0435.degrees latitude (g = 980.6199 gals.).
 OP0435
 OP0435.The modeled gravity was interpolated from observed gravity values.
 OP0435
 OP0435;                    North         East    Units  Estimated Accuracy
 OP0435;SPC MN S     -   171,810.      693,960.      MT  (+/- 180 meters Scaled)
 OP0435
 OP0435                          SUPERSEDED SURVEY CONTROL
 OP0435
 OP0435.No superseded survey control is available for this station.
 OP0435
 OP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ133343(NAD 83)
 OP0435
 OP0435_MARKER: DD = SURVEY DISK
 OP0435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0435_SP_SET: CULVERT
 OP0435_STAMPING: 3280 AJ 1974
 OP0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0435
 OP0435  HISTORY     - Date     Condition        Report By
 OP0435  HISTORY     - 1974     MONUMENTED       MNDT
 OP0435  HISTORY     - 1975     GOOD             MNDT
 OP0435
 OP0435                          STATION DESCRIPTION
 OP0435
 OP0435'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0435'6.8 MI S FROM OKABENA.
 OP0435'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 86 FROM THE
 OP0435'JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 IN LAKEFIELD.  THENCE
 OP0435'WEST ALONG COUNTY ROAD 12 FOR 7.0 MILES.  THENCE SOUTH ALONG COUNTY
 OP0435'ROAD 9 FOR 0.45 MILE.  IT IS 0.15 MILE NORTH OF FAI 90.  IT IS 37.5
 OP0435'FEET WEST OF AND 3 FEET LOWER THAN THE CENTER OF COUNTY ROAD 9 AND IS
 OP0435'SET IN THE NORTHWEST CORNER OF A 16 FOOT BY 8 FOOT BOX CULVERT (COUNTY
 OP0435'ROAD 9 OVER A SMALL CREEK).  NE 1/4 SECTION 18, T 102N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0455 ***********************************************************************
 OP0455  DESIGNATION -  3280 AK
 OP0455  PID         -  OP0455
 OP0455  STATE/COUNTY-  MN/JACKSON
 OP0455  COUNTRY     -  US
 OP0455  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0455
 OP0455                         *CURRENT SURVEY CONTROL
 OP0455  ______________________________________________________________________
 OP0455* NAD 83(2007) POSITION- 43 38 16.34045(N) 095 06 44.69575(W)   ADJUSTED  
 OP0455* NAD 83(2007) ELLIP HT-   434.504 (meters)        (02/10/07)   ADJUSTED
 OP0455* NAD 83(2007) EPOCH   -  2002.00
 OP0455* NAVD 88 ORTHO HEIGHT -   461.959  (meters)    1515.61  (feet) ADJUSTED  
 OP0455  ______________________________________________________________________
 OP0455  NAD 83(2007) X  -   -412,013.965 (meters)                     COMP
 OP0455  NAD 83(2007) Y  - -4,605,255.219 (meters)                     COMP
 OP0455  NAD 83(2007) Z  -  4,379,360.308 (meters)                     COMP
 OP0455  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC09
 OP0455  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 OP0455  DYNAMIC HEIGHT  -        461.851 (meters)     1515.26  (feet) COMP
 OP0455  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OP0455
 OP0455  VERT ORDER      -  FIRST     CLASS II
 OP0455
 OP0455  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0455  Type                                         Horiz  Ellip  Dist(km)
 OP0455  -------------------------------------------------------------------
 OP0455  NETWORK                                       0.59   0.55
 OP0455  -------------------------------------------------------------------
 OP0455  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.41      3.53
 OP0455  -------------------------------------------------------------------
 OP0455  NOTE: Click here for information on individual local accuracy
 OP0455  values and other accuracy information.
 OP0455
 OP0455
 OP0455.The horizontal coordinates were established by GPS observations
 OP0455.and adjusted by the National Geodetic Survey in February 2007.
 OP0455
 OP0455.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0455.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0455
 OP0455.The horizontal coordinates are valid at the epoch date displayed above
 OP0455.which is a decimal equivalence of Year/Month/Day.
 OP0455
 OP0455.The orthometric height was determined by differential leveling and
 OP0455.adjusted in June 1991.
 OP0455
 OP0455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0455
 OP0455.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0455
 OP0455.The ellipsoidal height was determined by GPS observations
 OP0455.and is referenced to NAD 83.
 OP0455
 OP0455.The dynamic height is computed by dividing the NAVD 88
 OP0455.geopotential number by the normal gravity value computed on the
 OP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0455.degrees latitude (g = 980.6199 gals.).
 OP0455
 OP0455.The modeled gravity was interpolated from observed gravity values.
 OP0455
 OP0455. The following values were computed from the NAD 83(2007) position.
 OP0455
 OP0455;                    North         East     Units Scale Factor Converg.
 OP0455;SPC MN S     -   171,487.521   710,236.168   MT  1.00003469   -0 46 47.0
 OP0455;SPC MN S     -   562,621.98  2,330,166.49   sFT  1.00003469   -0 46 47.0
 OP0455;UTM  15      - 4,833,821.513   329,610.383   MT  0.99995712   -1 27 29.2
 OP0455
 OP0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0455!SPC MN S     -   0.99993187  x   1.00003469  =   0.99996656
 OP0455!UTM  15      -   0.99993187  x   0.99995712  =   0.99988899
 OP0455
 OP0455                          SUPERSEDED SURVEY CONTROL
 OP0455
 OP0455  NAD 83(1996)-  43 38 16.33978(N)    095 06 44.69513(W) AD(       ) 1
 OP0455  ELLIP H (02/05/03)  434.548  (m)                       GP(       ) 3 2
 OP0455  NAVD 88 (02/05/03)  461.96   (m)         1515.6    (f) LEVELING    3  
 OP0455
 OP0455.Superseded values are not recommended for survey control.
 OP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0455.See file dsdata.txt to determine how the superseded data were derived.
 OP0455
 OP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2961033821(NAD 83)
 OP0455
 OP0455_MARKER: DV = VERTICAL CONTROL DISK
 OP0455_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0455_SP_SET: COPPER-CLAD STEEL ROD
 OP0455_STAMPING: 3280 AK 1974
 OP0455_MARK LOGO: MNHD  
 OP0455_PROJECTION: FLUSH
 OP0455_MAGNETIC: I = MARKER IS A STEEL ROD
 OP0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0455+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 OP0455_ROD/PIPE-DEPTH:  7.3 meters
 OP0455
 OP0455  HISTORY     - Date     Condition        Report By
 OP0455  HISTORY     - 1974     MONUMENTED       MNDT
 OP0455  HISTORY     - 1975     GOOD             MNDT
 OP0455  HISTORY     - 19900830 GOOD             NGS
 OP0455  HISTORY     - 19961202 GOOD             MNDT
 OP0455  HISTORY     - 20061101 GOOD             MNDT
 OP0455
 OP0455                          STATION DESCRIPTION
 OP0455
 OP0455'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0455'4.0 MI SE FROM LAKEFIELD.
 OP0455'THE MARK IS LOCATED 3.1 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0455'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0455'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILEPOINT 67.8.
 OP0455'IT IS 97.5 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE
 OP0455'OF THE EAST-BOUND LAND OF FAI 90, ABOUT 0.1 MILE EAST OF DEAD-END
 OP0455'ROADS NORTH AND SOUTH, 139.7 FEET EAST-SOUTHEAST OF SOUTH END OF AN 18
 OP0455'INCH CORRUGATED METAL CULVERT UNDER THE EAST-BOUND LANE, 39.4 FEET
 OP0455'EAST OF A FENCE POST BENCH MARK, 1.4 FEET NORTH OF BRACE POST (WEST
 OP0455'ONE OF TWO), AND 1.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE. THE
 OP0455'MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 OP0455'MONUMENT (VCM) DISK, IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 24
 OP0455'FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE GROUND. IT IS
 OP0455'0.5 FOOT NORTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 13, T 102N, R
 OP0455'36W.
 OP0455
 OP0455                          STATION RECOVERY (1990)
 OP0455
 OP0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0455'9.6 KM (6.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0455'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, 42.6 M (139.8 FT)
 OP0455'EAST-SOUTHEAST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT, 29.7 M
 OP0455'(97.4 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0455'HIGHWAY, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OP0455'FT) NORTH OF A FENCE BRACE POST, AND 0.15 M (0.49 FT) NORTH OF A
 OP0455'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS
 OP0455'FLUSH WITH THE GROUND SURFACE.
 OP0455
 OP0455                          STATION RECOVERY (1996)
 OP0455
 OP0455'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0455'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP0455'FAI 90 MP 67.9, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24
 OP0455'FT.
 OP0455
 OP0455                          STATION RECOVERY (2006)
 OP0455
 OP0455'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (RW)
 OP0455'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0457 ***********************************************************************
 OP0457  DESIGNATION -  3280 AL
 OP0457  PID         -  OP0457
 OP0457  STATE/COUNTY-  MN/JACKSON
 OP0457  COUNTRY     -  US
 OP0457  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0457
 OP0457                         *CURRENT SURVEY CONTROL
 OP0457  ______________________________________________________________________
 OP0457* NAD 83(1986) POSITION- 43 38 12.6    (N) 095 05 41.3    (W)   HD_HELD2  
 OP0457* NAVD 88 ORTHO HEIGHT -   470.306  (meters)    1543.00  (feet) ADJUSTED  
 OP0457  ______________________________________________________________________
 OP0457  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 OP0457  DYNAMIC HEIGHT  -        470.196 (meters)     1542.63  (feet) COMP
 OP0457  MODELED GRAVITY -    980,370.6   (mgal)                       NAVD 88
 OP0457
 OP0457  VERT ORDER      -  FIRST     CLASS II
 OP0457
 OP0457.The horizontal coordinates were established by autonomous hand held GPS
 OP0457.observations and have an estimated accuracy of +/- 10 meters.
 OP0457.
 OP0457.The orthometric height was determined by differential leveling and
 OP0457.adjusted in June 1991.
 OP0457
 OP0457.WARNING-Repeat measurements at this control monument indicate possible
 OP0457.vertical movement.
 OP0457
 OP0457.The dynamic height is computed by dividing the NAVD 88
 OP0457.geopotential number by the normal gravity value computed on the
 OP0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0457.degrees latitude (g = 980.6199 gals.).
 OP0457
 OP0457.The modeled gravity was interpolated from observed gravity values.
 OP0457
 OP0457;                    North         East    Units  Estimated Accuracy
 OP0457;SPC MN S     -   171,353.      711,656.      MT  (+/- 10 meters HH2 GPS)
 OP0457
 OP0457                          SUPERSEDED SURVEY CONTROL
 OP0457
 OP0457.No superseded survey control is available for this station.
 OP0457
 OP0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3102733670(NAD 83)
 OP0457
 OP0457_MARKER: DD = SURVEY DISK
 OP0457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0457_SP_SET: BRIDGE ABUTMENT
 OP0457_STAMPING: 3280 AL 1974
 OP0457_MARK LOGO: MNHD  
 OP0457_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0457+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2006
 OP0457
 OP0457  HISTORY     - Date     Condition        Report By
 OP0457  HISTORY     - 1974     MONUMENTED       MNDT
 OP0457  HISTORY     - 1975     GOOD             MNDT
 OP0457  HISTORY     - 19900829 GOOD             NGS
 OP0457  HISTORY     - 20061101 GOOD             MNDT
 OP0457
 OP0457                          STATION DESCRIPTION
 OP0457
 OP0457'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0457'4.8 MI SE FROM LAKEFIELD.
 OP0457'THE MARK IS LOCATED 4.05 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0457'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0457'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD AT MILEPOINT 69.7.
 OP0457'IT IS ALSO 5.0 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND
 OP0457'TRUNK HIGHWAY 71 AT JACKSON.  IT IS 18.8 FEET EAST OF AND 0.5 FOOT
 OP0457'HIGHER THAN THE CENTERLINE OF COUNTY ROAD 17.  IT IS SET IN THE
 OP0457'SOUTHEAST ABUTMENT OF BRIDGE NUMBER 32805 (COUNTY ROAD 17 OVER FAI
 OP0457'90).  SW 1/4 SECTION 18, T 102N, R 35W.
 OP0457
 OP0457                          STATION RECOVERY (1990)
 OP0457
 OP0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0457'8.1 KM (5.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0457'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.1 M (6.9 FT)
 OP0457'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0457'COUNTY ROAD 17 OVERPASS (NUMBER 32805) OF THE HIGHWAY, 34.8 M (114.2
 OP0457'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0457'AND 5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD.
 OP0457
 OP0457                          STATION RECOVERY (2006)
 OP0457
 OP0457'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (RW)
 OP0457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0463 ***********************************************************************
 OP0463  DESIGNATION -  3280 AM
 OP0463  PID         -  OP0463
 OP0463  STATE/COUNTY-  MN/JACKSON
 OP0463  COUNTRY     -  US
 OP0463  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0463
 OP0463                         *CURRENT SURVEY CONTROL
 OP0463  ______________________________________________________________________
 OP0463* NAD 83(1986) POSITION- 43 38 17.     (N) 095 00 28.     (W)   SCALED    
 OP0463* NAVD 88 ORTHO HEIGHT -   424.576  (meters)    1392.96  (feet) ADJUSTED  
 OP0463  ______________________________________________________________________
 OP0463  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 OP0463  DYNAMIC HEIGHT  -        424.476 (meters)     1392.64  (feet) COMP
 OP0463  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 OP0463
 OP0463  VERT ORDER      -  SECOND    CLASS I
 OP0463
 OP0463.The horizontal coordinates were scaled from a topographic map and have
 OP0463.an estimated accuracy of +/- 6 seconds.
 OP0463.
 OP0463.The orthometric height was determined by differential leveling and
 OP0463.adjusted in June 1991.
 OP0463
 OP0463.The dynamic height is computed by dividing the NAVD 88
 OP0463.geopotential number by the normal gravity value computed on the
 OP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0463.degrees latitude (g = 980.6199 gals.).
 OP0463
 OP0463.The modeled gravity was interpolated from observed gravity values.
 OP0463
 OP0463;                    North         East    Units  Estimated Accuracy
 OP0463;SPC MN S     -   171,400.      718,680.      MT  (+/- 180 meters Scaled)
 OP0463
 OP0463                          SUPERSEDED SURVEY CONTROL
 OP0463
 OP0463.No superseded survey control is available for this station.
 OP0463
 OP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ380336(NAD 83)
 OP0463
 OP0463_MARKER: DD = SURVEY DISK
 OP0463_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0463_SP_SET: ABUTMENT
 OP0463_STAMPING: 3280 AM
 OP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0463
 OP0463  HISTORY     - Date     Condition        Report By
 OP0463  HISTORY     - UNK      MONUMENTED       MNDT
 OP0463  HISTORY     - 1975     GOOD             MNDT
 OP0463
 OP0463                          STATION DESCRIPTION
 OP0463
 OP0463'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0463'0.7 MI W FROM JACKSON.
 OP0463'THE MARK IS LOCATED 0.7 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0463'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT MILEPOINT 73.1.  IT
 OP0463'IS 7.8 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE NORTHEAST RAIL OF
 OP0463'THE CHICAGO, MILWAUKEE, ST PAUL AND PACIFIC RAILROAD-- THE MARK IS SET
 OP0463'IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 32809 (RAILROAD
 OP0463'OVER FAI 90).  NW 1/4 SECTION 14, T 102N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0282 ***********************************************************************
 OP0282  DESIGNATION -  3280 AN
 OP0282  PID         -  OP0282
 OP0282  STATE/COUNTY-  MN/JACKSON
 OP0282  COUNTRY     -  US
 OP0282  USGS QUAD   -  JACKSON NW (1970)
 OP0282
 OP0282                         *CURRENT SURVEY CONTROL
 OP0282  ______________________________________________________________________
 OP0282* NAD 83(1986) POSITION- 43 38 29.5    (N) 094 58 27.6    (W)   HD_HELD2  
 OP0282* NAVD 88 ORTHO HEIGHT -   447.732  (meters)    1468.93  (feet) ADJUSTED  
 OP0282  ______________________________________________________________________
 OP0282  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 OP0282  DYNAMIC HEIGHT  -        447.628 (meters)     1468.59  (feet) COMP
 OP0282  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OP0282
 OP0282  VERT ORDER      -  FIRST     CLASS II
 OP0282
 OP0282.The horizontal coordinates were established by autonomous hand held GPS
 OP0282.observations and have an estimated accuracy of +/- 10 meters.
 OP0282.
 OP0282.The orthometric height was determined by differential leveling and
 OP0282.adjusted in June 1991.
 OP0282
 OP0282.WARNING-Repeat measurements at this control monument indicate possible
 OP0282.vertical movement.
 OP0282
 OP0282.Photographs are available for this station.
 OP0282
 OP0282.The dynamic height is computed by dividing the NAVD 88
 OP0282.geopotential number by the normal gravity value computed on the
 OP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0282.degrees latitude (g = 980.6199 gals.).
 OP0282
 OP0282.The modeled gravity was interpolated from observed gravity values.
 OP0282
 OP0282;                    North         East    Units  Estimated Accuracy
 OP0282;SPC MN S     -   171,751.      721,383.      MT  (+/- 10 meters HH2 GPS)
 OP0282
 OP0282                          SUPERSEDED SURVEY CONTROL
 OP0282
 OP0282  NGVD 29 (??/??/92)  447.626  (m)         1468.59   (f) ADJ UNCH    1 2
 OP0282
 OP0282.Superseded values are not recommended for survey control.
 OP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0282.See file dsdata.txt to determine how the superseded data were derived.
 OP0282
 OP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ4075833953(NAD 83)
 OP0282
 OP0282_MARKER: DB = BENCH MARK DISK
 OP0282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0282_SP_SET: BRIDGE ABUTMENT
 OP0282_STAMPING: 3280 AN 1974
 OP0282_MARK LOGO: MNDT  
 OP0282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0282+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1990
 OP0282
 OP0282  HISTORY     - Date     Condition        Report By
 OP0282  HISTORY     - 1974     MONUMENTED       MNDT
 OP0282  HISTORY     - 1975     GOOD             MNDT
 OP0282  HISTORY     - 19900906 GOOD             NGS
 OP0282  HISTORY     - 20030811 GOOD             MNDT
 OP0282
 OP0282                          STATION DESCRIPTION
 OP0282
 OP0282'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0282'1.0 MI E FROM JACKSON.
 OP0282'THE MARK IS LOCATED 1.0 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0282'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AT MILE POINT 74.8.  IT IS 18.9
 OP0282'FEET EAST OF AND ABOUT 0.5 FEET HIGHER THAN THE CENTERLINE OF COUNTY
 OP0282'ROAD 23.  THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 OP0282'NUMBER 32810 (COUNTY ROAD 23 OVER FAI 90).  NW 1/4 SECTION 18, T 102N,
 OP0282'R 34W.
 OP0282
 OP0282                          STATION RECOVERY (1990)
 OP0282
 OP0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0282'1.6 KM (1.0 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0282'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.1 M (6.9 FT)
 OP0282'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0282'COUNTY ROAD 23 OVERPASS (NUMBER 32810) OF THE HIGHWAY, 33.6 M (110.2
 OP0282'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0282'AND 5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
 OP0282
 OP0282                          STATION RECOVERY (2003)
 OP0282
 OP0282'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 OP0282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0299 ***********************************************************************
 OP0299  DESIGNATION -  3280 AP
 OP0299  PID         -  OP0299
 OP0299  STATE/COUNTY-  MN/JACKSON
 OP0299  COUNTRY     -  US
 OP0299  USGS QUAD   -  ALPHA (1970)
 OP0299
 OP0299                         *CURRENT SURVEY CONTROL
 OP0299  ______________________________________________________________________
 OP0299* NAD 83(1986) POSITION- 43 39 12.     (N) 094 51 37.     (W)   SCALED    
 OP0299* NAVD 88 ORTHO HEIGHT -   407.736  (meters)    1337.71  (feet) ADJUSTED  
 OP0299  ______________________________________________________________________
 OP0299  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 OP0299  DYNAMIC HEIGHT  -        407.638 (meters)     1337.39  (feet) COMP
 OP0299  MODELED GRAVITY -    980,368.7   (mgal)                       NAVD 88
 OP0299
 OP0299  VERT ORDER      -  SECOND    CLASS I
 OP0299
 OP0299.The horizontal coordinates were scaled from a topographic map and have
 OP0299.an estimated accuracy of +/- 6 seconds.
 OP0299.
 OP0299.The orthometric height was determined by differential leveling and
 OP0299.adjusted in June 1991.
 OP0299
 OP0299.The dynamic height is computed by dividing the NAVD 88
 OP0299.geopotential number by the normal gravity value computed on the
 OP0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0299.degrees latitude (g = 980.6199 gals.).
 OP0299
 OP0299.The modeled gravity was interpolated from observed gravity values.
 OP0299
 OP0299;                    North         East    Units  Estimated Accuracy
 OP0299;SPC MN S     -   172,960.      730,600.      MT  (+/- 180 meters Scaled)
 OP0299
 OP0299                          SUPERSEDED SURVEY CONTROL
 OP0299
 OP0299  NGVD 29 (??/??/92)  407.624  (m)         1337.35   (f) ADJ UNCH    2 1
 OP0299
 OP0299.Superseded values are not recommended for survey control.
 OP0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0299.See file dsdata.txt to determine how the superseded data were derived.
 OP0299
 OP0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ499350(NAD 83)
 OP0299
 OP0299_MARKER: DD = SURVEY DISK
 OP0299_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0299_SP_SET: CULVERT
 OP0299_STAMPING: 3280 AP 1974
 OP0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0299
 OP0299  HISTORY     - Date     Condition        Report By
 OP0299  HISTORY     - 1974     MONUMENTED       MNDT
 OP0299  HISTORY     - 1975     GOOD             MNDT
 OP0299
 OP0299                          STATION DESCRIPTION
 OP0299
 OP0299'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0299'1.2 MI NW FROM ALPHA.
 OP0299'THE MARK IS LOCATED 0.75 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0299'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 6.45 MILES
 OP0299'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0299'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS AT FAI 90 MILEPOINT
 OP0299'80.8.  IT IS 42.3 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 OP0299'CENTERLINE OF THE EAST-BOUND LANE OF FAI 90.  THE MARK IS SET IN THE
 OP0299'SOUTHWEST CORNER OF A 9 FOOT BY 18 FOOT DOUBLE BOX CULVERT (FAI 90
 OP0299'OVER JUDICIAL DITCH NUMBER 32).  SE 1/4 SECTION 12, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0415 ***********************************************************************
 OP0415  DESIGNATION -  3280 B RESET
 OP0415  PID         -  OP0415
 OP0415  STATE/COUNTY-  MN/JACKSON
 OP0415  COUNTRY     -  US
 OP0415  USGS QUAD   -  BREWSTER (1976)
 OP0415
 OP0415                         *CURRENT SURVEY CONTROL
 OP0415  ______________________________________________________________________
 OP0415* NAD 83(2007) POSITION- 43 38 18.36365(N) 095 25 30.38710(W)   ADJUSTED  
 OP0415* NAD 83(2007) ELLIP HT-   428.697 (meters)        (02/10/07)   ADJUSTED
 OP0415* NAD 83(2007) EPOCH   -  2002.00
 OP0415* NAVD 88 ORTHO HEIGHT -   455.721  (meters)    1495.14  (feet) ADJUSTED  
 OP0415  ______________________________________________________________________
 OP0415  NAD 83(2007) X  -   -437,136.439 (meters)                     COMP
 OP0415  NAD 83(2007) Y  - -4,602,890.995 (meters)                     COMP
 OP0415  NAD 83(2007) Z  -  4,379,401.493 (meters)                     COMP
 OP0415  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC09
 OP0415  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 OP0415  DYNAMIC HEIGHT  -        455.613 (meters)     1494.79  (feet) COMP
 OP0415  MODELED GRAVITY -    980,367.1   (mgal)                       NAVD 88
 OP0415
 OP0415  VERT ORDER      -  FIRST     CLASS II
 OP0415
 OP0415  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0415  Type                                         Horiz  Ellip  Dist(km)
 OP0415  -------------------------------------------------------------------
 OP0415  NETWORK                                       0.74   0.71
 OP0415  -------------------------------------------------------------------
 OP0415  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.84   0.69      2.67
 OP0415  -------------------------------------------------------------------
 OP0415  NOTE: Click here for information on individual local accuracy
 OP0415  values and other accuracy information.
 OP0415
 OP0415
 OP0415.The horizontal coordinates were established by GPS observations
 OP0415.and adjusted by the National Geodetic Survey in February 2007.
 OP0415
 OP0415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0415.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0415
 OP0415.The horizontal coordinates are valid at the epoch date displayed above
 OP0415.which is a decimal equivalence of Year/Month/Day.
 OP0415
 OP0415.The orthometric height was determined by differential leveling and
 OP0415.adjusted in June 1991.
 OP0415
 OP0415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0415
 OP0415.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0415
 OP0415.The ellipsoidal height was determined by GPS observations
 OP0415.and is referenced to NAD 83.
 OP0415
 OP0415.The dynamic height is computed by dividing the NAVD 88
 OP0415.geopotential number by the normal gravity value computed on the
 OP0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0415.degrees latitude (g = 980.6199 gals.).
 OP0415
 OP0415.The modeled gravity was interpolated from observed gravity values.
 OP0415
 OP0415. The following values were computed from the NAD 83(2007) position.
 OP0415
 OP0415;                    North         East     Units Scale Factor Converg.
 OP0415;SPC MN S     -   171,941.586   685,007.561   MT  1.00003454   -0 59 56.0
 OP0415;SPC MN S     -   564,111.69  2,247,395.64   sFT  1.00003454   -0 59 56.0
 OP0415;UTM  15      - 4,834,573.535   304,389.455   MT  1.00007067   -1 40 26.8
 OP0415
 OP0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0415!SPC MN S     -   0.99993278  x   1.00003454  =   0.99996732
 OP0415!UTM  15      -   0.99993278  x   1.00007067  =   1.00000345
 OP0415
 OP0415                          SUPERSEDED SURVEY CONTROL
 OP0415
 OP0415  NAD 83(1996)-  43 38 18.36311(N)    095 25 30.38619(W) AD(       ) 1
 OP0415  ELLIP H (02/05/03)  428.718  (m)                       GP(       ) 3 2
 OP0415  NAVD 88 (02/05/03)  455.72   (m)         1495.1    (f) LEVELING    3  
 OP0415
 OP0415.Superseded values are not recommended for survey control.
 OP0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0415.See file dsdata.txt to determine how the superseded data were derived.
 OP0415
 OP0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0438934573(NAD 83)
 OP0415
 OP0415_MARKER: DV = VERTICAL CONTROL DISK
 OP0415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0415_SP_SET: COPPER-CLAD STEEL ROD
 OP0415_STAMPING: 3280 B RESET 1974
 OP0415_MARK LOGO: MNDT  
 OP0415_PROJECTION: PROJECTING 3 CENTIMETERS
 OP0415_MAGNETIC: I = MARKER IS A STEEL ROD
 OP0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0415+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 OP0415_ROD/PIPE-DEPTH:  7.3 meters
 OP0415
 OP0415  HISTORY     - Date     Condition        Report By
 OP0415  HISTORY     - 1974     MONUMENTED       MNDT
 OP0415  HISTORY     - 1975     GOOD             MNDT
 OP0415  HISTORY     - 19900829 GOOD             NGS
 OP0415  HISTORY     - 19960401 GOOD             MNDT
 OP0415
 OP0415                          STATION DESCRIPTION
 OP0415
 OP0415'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0415'4.8 MI SSE FROM BREWSTER.
 OP0415'THE MARK IS LOCATED 7.0 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0415'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON AT MILEPOINT 52.3.  IT IS
 OP0415'ALSO 1.5 MILES EAST OF THE JUNCTION OF FAI 90, TRUNK HIGHWAY 264 AND
 OP0415'COUNTY ROAD 1 AND 12.5 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0415'FAI 90 AND TRUNK HIGHWAY 86.  IT IS 1.5 MILES EAST OF THE
 OP0415'JACKSON-NOBLES COUNTY LINE, IS 97.7 FEET NORTH OF AND ABOUT LEVEL WITH
 OP0415'THE WEST-BOUND FAI 90 AT P.O.T. 76+42.55 (BRASS PLUG), IS ON A
 OP0415'NORTH-SOUTH FENCE LINE (1/4 LINE), IS 1.0 FOOT SOUTH OF THE NORTH
 OP0415'RIGHT-OF-WAY FENCE, IS 42.0 FEET EAST OF B M SIGN (FENCE POST) AND IS
 OP0415'150.0 FEET EAST-NORTHEAST OF AN 18 INCH CONCRETE CULVERT UNDER THE
 OP0415'WEST-BOUND LANE.  THE MARK IS CRIMPED TO THE TOP OF A 5/8 INCH
 OP0415'DIAMETER BY 24 FOOT LONG COPPERCLAD STEEL ROD DRIVEN INTO THE GROUND.
 OP0415'IT PROJECTS 3 INCHES ABOVE THE GROUND, AND IS 0.6 FOOT SOUTH OF A
 OP0415'STEEL WITNESS POST.
 OP0415
 OP0415                          STATION RECOVERY (1990)
 OP0415
 OP0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0415'11.4 KM (7.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0415'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, 45.8 M (150.3 FT)
 OP0415'EAST-NORTHEAST OF THE NORTH END OF A 18-INCH PIPE CULVERT, 29.9 M
 OP0415'(98.1 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF THE WESTBOUND
 OP0415'LANES OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.15 M
 OP0415'(0.49 FT) SOUTH OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A
 OP0415'6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 OP0415
 OP0415                          STATION RECOVERY (1996)
 OP0415
 OP0415'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0415'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP0415'FAI 90 MP 52.2, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD
 OP0415'DEPTH IS 24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0289 ***********************************************************************
 OP0289  DESIGNATION -  3280 BB
 OP0289  PID         -  OP0289
 OP0289  STATE/COUNTY-  MN/JACKSON
 OP0289  COUNTRY     -  US
 OP0289  USGS QUAD   -  JACKSON NW (1970)
 OP0289
 OP0289                         *CURRENT SURVEY CONTROL
 OP0289  ______________________________________________________________________
 OP0289* NAD 83(1986) POSITION- 43 39 09.     (N) 094 56 41.     (W)   SCALED    
 OP0289* NAVD 88 ORTHO HEIGHT -   436.573  (meters)    1432.32  (feet) ADJUSTED  
 OP0289  ______________________________________________________________________
 OP0289  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 OP0289  DYNAMIC HEIGHT  -        436.471 (meters)     1431.99  (feet) COMP
 OP0289  MODELED GRAVITY -    980,372.3   (mgal)                       NAVD 88
 OP0289
 OP0289  VERT ORDER      -  SECOND    CLASS I
 OP0289
 OP0289.The horizontal coordinates were scaled from a topographic map and have
 OP0289.an estimated accuracy of +/- 6 seconds.
 OP0289.
 OP0289.The orthometric height was determined by differential leveling and
 OP0289.adjusted in June 1991.
 OP0289
 OP0289.The dynamic height is computed by dividing the NAVD 88
 OP0289.geopotential number by the normal gravity value computed on the
 OP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0289.degrees latitude (g = 980.6199 gals.).
 OP0289
 OP0289.The modeled gravity was interpolated from observed gravity values.
 OP0289
 OP0289;                    North         East    Units  Estimated Accuracy
 OP0289;SPC MN S     -   172,940.      723,790.      MT  (+/- 180 meters Scaled)
 OP0289
 OP0289                          SUPERSEDED SURVEY CONTROL
 OP0289
 OP0289  NGVD 29 (??/??/92)  436.457  (m)         1431.94   (f) ADJ UNCH    2 1
 OP0289
 OP0289.Superseded values are not recommended for survey control.
 OP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0289.See file dsdata.txt to determine how the superseded data were derived.
 OP0289
 OP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ431351(NAD 83)
 OP0289
 OP0289_MARKER: DD = SURVEY DISK
 OP0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0289_STAMPING: 3280 BB 1963
 OP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0289+STABILITY: SURFACE MOTION
 OP0289
 OP0289  HISTORY     - Date     Condition        Report By
 OP0289  HISTORY     - 1963     MONUMENTED       MNDT
 OP0289  HISTORY     - 1975     GOOD             MNDT
 OP0289
 OP0289                          STATION DESCRIPTION
 OP0289
 OP0289'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0289'2.7 ENE FROM JACKSON.
 OP0289'THE MARK IS LOCATED 2.7 MILES EASTERLY AND NORTHEASTERLY ALONG FAI 90
 OP0289'FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT
 OP0289'MILEPOINT 76.55.  IT IS ALSO 3.5 MILES WEST ALONG FAI 90 FROM THE
 OP0289'JUNCTION OF FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA).  IT
 OP0289'IS 95.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 OP0289'WEST-BOUND LANE OF FAI 90 AT STATION 1365 + 05, 2.8 FEET SOUTH OF THE
 OP0289'NORTH RIGHT-OF-WAY FENCE AND IS 1.5 FEET EAST OF EXTENDED FENCELINE
 OP0289'NORTH.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 OP0289'(MAGNETIC) THAT PROJECTS 10 INCHES ABOVE THE GROUND AND IS 0.4 FOOT
 OP0289'SOUTH OF A STEEL WITNESS POST.  SE 1/4 SECTION 8, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0420 ***********************************************************************
 OP0420  DESIGNATION -  3280 C
 OP0420  PID         -  OP0420
 OP0420  STATE/COUNTY-  MN/JACKSON
 OP0420  COUNTRY     -  US
 OP0420  USGS QUAD   -  BREWSTER (1976)
 OP0420
 OP0420                         *CURRENT SURVEY CONTROL
 OP0420  ______________________________________________________________________
 OP0420* NAD 83(1986) POSITION- 43 38 16.     (N) 095 24 18.     (W)   SCALED    
 OP0420* NAVD 88 ORTHO HEIGHT -   452.951  (meters)    1486.06  (feet) ADJUSTED  
 OP0420  ______________________________________________________________________
 OP0420  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 OP0420  DYNAMIC HEIGHT  -        452.842 (meters)     1485.70  (feet) COMP
 OP0420  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 OP0420
 OP0420  VERT ORDER      -  SECOND    CLASS I
 OP0420
 OP0420.The horizontal coordinates were scaled from a topographic map and have
 OP0420.an estimated accuracy of +/- 6 seconds.
 OP0420.
 OP0420.The orthometric height was determined by differential leveling and
 OP0420.adjusted in June 1991.
 OP0420
 OP0420.The dynamic height is computed by dividing the NAVD 88
 OP0420.geopotential number by the normal gravity value computed on the
 OP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0420.degrees latitude (g = 980.6199 gals.).
 OP0420
 OP0420.The modeled gravity was interpolated from observed gravity values.
 OP0420
 OP0420;                    North         East    Units  Estimated Accuracy
 OP0420;SPC MN S     -   171,840.      686,630.      MT  (+/- 180 meters Scaled)
 OP0420
 OP0420                          SUPERSEDED SURVEY CONTROL
 OP0420
 OP0420.No superseded survey control is available for this station.
 OP0420
 OP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ060344(NAD 83)
 OP0420
 OP0420_MARKER: DD = SURVEY DISK
 OP0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0420_STAMPING: 3280 C 1961
 OP0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0420+STABILITY: SURFACE MOTION
 OP0420
 OP0420  HISTORY     - Date     Condition        Report By
 OP0420  HISTORY     - 1961     MONUMENTED       MNDT
 OP0420  HISTORY     - 1975     GOOD             MNDT
 OP0420
 OP0420                          STATION DESCRIPTION
 OP0420
 OP0420'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0420'5.4 MI SE FROM BREWSTER.
 OP0420'THE MARK IS LOCATED 8.1 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0420'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON AND 11.5 MILES WEST ALONG
 OP0420'FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 86.  IT IS AT FAI
 OP0420'90 MILEPOINT 53.2.  IT IS ABOUT 2.5 MILES EAST OF THE JACKSON-NOBLES
 OP0420'COUNTY LINE, IS 112.0 FEET SOUTH OF AND 4 FEET LOWER THAN THE
 OP0420'CENTERLINE OF EAST-BOUND FAI 90 AT STATION 129+37, IS 178.0 FEET
 OP0420'SOUTHWEST OF THE SOUTH END OF A 24 INCH CULVERT UNDER THE EAST-BOUND
 OP0420'LANE.  THE MARK IS SET PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS
 OP0420'BURIED 4 INCHES BELOW THE GROUND, AND IS 0.7 FOOT NORTH OF A STEEL
 OP0420'WITNESS POST.  SECTION 16, T 102N, R 38W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0290 ***********************************************************************
 OP0290  DESIGNATION -  3280 CC
 OP0290  PID         -  OP0290
 OP0290  STATE/COUNTY-  MN/JACKSON
 OP0290  COUNTRY     -  US
 OP0290  USGS QUAD   -  JACKSON NW (1970)
 OP0290
 OP0290                         *CURRENT SURVEY CONTROL
 OP0290  ______________________________________________________________________
 OP0290* NAD 83(1986) POSITION- 43 39 09.     (N) 094 55 27.     (W)   SCALED    
 OP0290* NAVD 88 ORTHO HEIGHT -   431.535  (meters)    1415.79  (feet) ADJUSTED  
 OP0290  ______________________________________________________________________
 OP0290  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 OP0290  DYNAMIC HEIGHT  -        431.433 (meters)     1415.46  (feet) COMP
 OP0290  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 OP0290
 OP0290  VERT ORDER      -  SECOND    CLASS I
 OP0290
 OP0290.The horizontal coordinates were scaled from a topographic map and have
 OP0290.an estimated accuracy of +/- 6 seconds.
 OP0290.
 OP0290.The orthometric height was determined by differential leveling and
 OP0290.adjusted in June 1991.
 OP0290
 OP0290.The dynamic height is computed by dividing the NAVD 88
 OP0290.geopotential number by the normal gravity value computed on the
 OP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0290.degrees latitude (g = 980.6199 gals.).
 OP0290
 OP0290.The modeled gravity was interpolated from observed gravity values.
 OP0290
 OP0290;                    North         East    Units  Estimated Accuracy
 OP0290;SPC MN S     -   172,920.      725,440.      MT  (+/- 180 meters Scaled)
 OP0290
 OP0290                          SUPERSEDED SURVEY CONTROL
 OP0290
 OP0290  NGVD 29 (??/??/92)  431.422  (m)         1415.42   (f) ADJ UNCH    2 1
 OP0290
 OP0290.Superseded values are not recommended for survey control.
 OP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0290.See file dsdata.txt to determine how the superseded data were derived.
 OP0290
 OP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ448350(NAD 83)
 OP0290
 OP0290_MARKER: DD = SURVEY DISK
 OP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0290_STAMPING: 3280 CC 1963
 OP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0290+STABILITY: SURFACE MOTION
 OP0290
 OP0290  HISTORY     - Date     Condition        Report By
 OP0290  HISTORY     - 1963     MONUMENTED       MNDT
 OP0290  HISTORY     - 1975     GOOD             MNDT
 OP0290
 OP0290                          STATION DESCRIPTION
 OP0290
 OP0290'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0290'2.8 MI WN FROM ALPHA.
 OP0290'THE MARK IS LOCATED 2.5 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0290'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AT MILEPOINT
 OP0290'77.55.  IT IS ALSO 3.7 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0290'OF FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON.  IT IS 96.5 FEET NORTH OF
 OP0290'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE CENTERLINE OF THE WEST-BOUND
 OP0290'LANE OF FAI 90, AND IS 2.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE
 OP0290'ON EXTENTION OF FENCE LINE SOUTH.  THE MARK IS SET IN THE TOP OF A
 OP0290'PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 3 INCHES ABOVE THE
 OP0290'SURFACE OF THE GROUND AND IS 0.7 FOOT SOUTH OF A STEEL WITNESS POST.
 OP0290'NEAR THE CENTER OF SECTION 9, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0421 ***********************************************************************
 OP0421  DESIGNATION -  3280 D RESET
 OP0421  PID         -  OP0421
 OP0421  STATE/COUNTY-  MN/JACKSON
 OP0421  COUNTRY     -  US
 OP0421  USGS QUAD   -  BREWSTER (1976)
 OP0421
 OP0421                         *CURRENT SURVEY CONTROL
 OP0421  ______________________________________________________________________
 OP0421* NAD 83(2007) POSITION- 43 38 15.88876(N) 095 23 31.42036(W)   ADJUSTED  
 OP0421* NAD 83(2007) ELLIP HT-   423.440 (meters)        (02/10/07)   ADJUSTED
 OP0421* NAD 83(2007) EPOCH   -  2002.00
 OP0421* NAVD 88 ORTHO HEIGHT -   450.536  (meters)    1478.13  (feet) ADJUSTED  
 OP0421  ______________________________________________________________________
 OP0421  NAD 83(2007) X  -   -434,486.167 (meters)                     COMP
 OP0421  NAD 83(2007) Y  - -4,603,191.049 (meters)                     COMP
 OP0421  NAD 83(2007) Z  -  4,379,342.584 (meters)                     COMP
 OP0421  LAPLACE CORR    -         -6.20  (seconds)                    DEFLEC09
 OP0421  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 OP0421  DYNAMIC HEIGHT  -        450.427 (meters)     1477.78  (feet) COMP
 OP0421  MODELED GRAVITY -    980,363.4   (mgal)                       NAVD 88
 OP0421
 OP0421  VERT ORDER      -  FIRST     CLASS II
 OP0421
 OP0421  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0421  Type                                         Horiz  Ellip  Dist(km)
 OP0421  -------------------------------------------------------------------
 OP0421  NETWORK                                       0.82   0.76
 OP0421  -------------------------------------------------------------------
 OP0421  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.77   0.65      2.15
 OP0421  -------------------------------------------------------------------
 OP0421  NOTE: Click here for information on individual local accuracy
 OP0421  values and other accuracy information.
 OP0421
 OP0421
 OP0421.The horizontal coordinates were established by GPS observations
 OP0421.and adjusted by the National Geodetic Survey in February 2007.
 OP0421
 OP0421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0421.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0421
 OP0421.The horizontal coordinates are valid at the epoch date displayed above
 OP0421.which is a decimal equivalence of Year/Month/Day.
 OP0421
 OP0421.The orthometric height was determined by differential leveling and
 OP0421.adjusted in June 1991.
 OP0421
 OP0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0421
 OP0421.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0421
 OP0421.The ellipsoidal height was determined by GPS observations
 OP0421.and is referenced to NAD 83.
 OP0421
 OP0421.The dynamic height is computed by dividing the NAVD 88
 OP0421.geopotential number by the normal gravity value computed on the
 OP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0421.degrees latitude (g = 980.6199 gals.).
 OP0421
 OP0421.The modeled gravity was interpolated from observed gravity values.
 OP0421
 OP0421. The following values were computed from the NAD 83(2007) position.
 OP0421
 OP0421;                    North         East     Units Scale Factor Converg.
 OP0421;SPC MN S     -   171,819.264   687,672.518   MT  1.00003472   -0 58 32.6
 OP0421;SPC MN S     -   563,710.37  2,256,138.92   sFT  1.00003472   -0 58 32.6
 OP0421;UTM  15      - 4,834,419.804   307,052.864   MT  1.00005794   -1 39 04.5
 OP0421
 OP0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0421!SPC MN S     -   0.99993360  x   1.00003472  =   0.99996832
 OP0421!UTM  15      -   0.99993360  x   1.00005794  =   0.99999154
 OP0421
 OP0421                          SUPERSEDED SURVEY CONTROL
 OP0421
 OP0421  NAD 83(1996)-  43 38 15.88827(N)    095 23 31.41949(W) AD(       ) 1
 OP0421  ELLIP H (02/05/03)  423.470  (m)                       GP(       ) 3 2
 OP0421  NAVD 88 (02/05/03)  450.54   (m)         1478.1    (f) LEVELING    3  
 OP0421
 OP0421.Superseded values are not recommended for survey control.
 OP0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0421.See file dsdata.txt to determine how the superseded data were derived.
 OP0421
 OP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0705234419(NAD 83)
 OP0421
 OP0421_MARKER: DV = VERTICAL CONTROL DISK
 OP0421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0421_SP_SET: COPPER-CLAD STEEL ROD
 OP0421_STAMPING: 3280 D RESET 1974
 OP0421_MARK LOGO: MNDT  
 OP0421_PROJECTION: RECESSED 5 CENTIMETERS
 OP0421_MAGNETIC: I = MARKER IS A STEEL ROD
 OP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0421+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 OP0421_ROD/PIPE-DEPTH:  7.3 meters
 OP0421
 OP0421  HISTORY     - Date     Condition        Report By
 OP0421  HISTORY     - 1974     MONUMENTED       MNDT
 OP0421  HISTORY     - 1975     GOOD             MNDT
 OP0421  HISTORY     - 19900829 GOOD             NGS
 OP0421  HISTORY     - 19960401 GOOD             MNDT
 OP0421
 OP0421                          STATION DESCRIPTION
 OP0421
 OP0421'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0421'5.8 MI SE FROM BREWSTER.
 OP0421'THE MARK IS LOCATED 8.7 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0421'FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON AND 10.8 MILES WEST ALONG
 OP0421'FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 86.  IT IS AT FAI
 OP0421'90 MILEPOINT 53.95.  IT IS 98.0 FEET NORTH OF AND 6 FEET LOWER THAN
 OP0421'THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90, 132.0 FEET NORTHWEST
 OP0421'OF STENCIL 165 ON NORTH EDGE OF SLAB OF WEST-BOUND LANE, 98.4 FEET
 OP0421'WEST OF BRACE POST (WEST ONE OF TWO) IN FENCE (NORTHWEST), AND 1.0
 OP0421'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.  THE MARK IS CRIMPED ON
 OP0421'TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD
 OP0421'DRIVEN INTO THE GROUND, AND IS 0.6 FEET SOUTH OF A STEEL WITNESS POST.
 OP0421'NW 1/4 SECTION 15, T 102N, R 38W.
 OP0421
 OP0421                          STATION RECOVERY (1990)
 OP0421
 OP0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0421'14.1 KM (8.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0421'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, 30.0 M (98.4 FT) NORTH
 OP0421'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 29.9 WEST OF
 OP0421'A FENCE BRACE POST, 14.7 M (48.2 FT) NORTH OF THE NORTH END OF A
 OP0421'18-INCH PIPE CULVERT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 OP0421'0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.15 M (0.49 FT) SOUTH OF A
 OP0421'WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS
 OP0421'FLUSH WITH THE GROUND SURFACE.
 OP0421
 OP0421                          STATION RECOVERY (1996)
 OP0421
 OP0421'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0421'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0421'THE MARK IS 5.8 MI (9.3 KM) SE OF BREWSTER, 8.7 MI (14.0 KM) EAST
 OP0421'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 60 AT WORTHINGTON, 3.15 MI
 OP0421'(5.07 KM) EAST ALONG FAI 90 FROM JCT OF FAI 90 AND TH 264 (5 MI SOUTH
 OP0421'OF BREWSTER) , AT FAI 90 MP 53.90, 132 FT (40.2 M) NW OF STA STENCIL
 OP0421'165 ON NORTH EDGE OF WB LANE, 98.4 FT (30.0 M) WEST OF WEST FENCE
 OP0421'BRACE POST, 48.2 FT (14.7 M) NORTH OF NORTH END OF 18 INCH CULVERT, 1
 OP0421'FT (0.3 M) SOUTH OF R/W FENCE, 0.5 FT (15.2 CM) SOUTH OF WIT POST,
 OP0421'RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 24 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0294 ***********************************************************************
 OP0294  DESIGNATION -  3280 DD
 OP0294  PID         -  OP0294
 OP0294  STATE/COUNTY-  MN/JACKSON
 OP0294  COUNTRY     -  US
 OP0294  USGS QUAD   -  JACKSON NW (1970)
 OP0294
 OP0294                         *CURRENT SURVEY CONTROL
 OP0294  ______________________________________________________________________
 OP0294* NAD 83(1986) POSITION- 43 39 09.     (N) 094 54 16.     (W)   SCALED    
 OP0294* NAVD 88 ORTHO HEIGHT -   427.917  (meters)    1403.92  (feet) ADJUSTED  
 OP0294  ______________________________________________________________________
 OP0294  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 OP0294  DYNAMIC HEIGHT  -        427.816 (meters)     1403.59  (feet) COMP
 OP0294  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OP0294
 OP0294  VERT ORDER      -  SECOND    CLASS I
 OP0294
 OP0294.The horizontal coordinates were scaled from a topographic map and have
 OP0294.an estimated accuracy of +/- 6 seconds.
 OP0294.
 OP0294.The orthometric height was determined by differential leveling and
 OP0294.adjusted in June 1991.
 OP0294
 OP0294.The dynamic height is computed by dividing the NAVD 88
 OP0294.geopotential number by the normal gravity value computed on the
 OP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0294.degrees latitude (g = 980.6199 gals.).
 OP0294
 OP0294.The modeled gravity was interpolated from observed gravity values.
 OP0294
 OP0294;                    North         East    Units  Estimated Accuracy
 OP0294;SPC MN S     -   172,910.      727,040.      MT  (+/- 180 meters Scaled)
 OP0294
 OP0294                          SUPERSEDED SURVEY CONTROL
 OP0294
 OP0294  NGVD 29 (??/??/92)  427.805  (m)         1403.56   (f) ADJ UNCH    2 1
 OP0294
 OP0294.Superseded values are not recommended for survey control.
 OP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0294.See file dsdata.txt to determine how the superseded data were derived.
 OP0294
 OP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ464350(NAD 83)
 OP0294
 OP0294_MARKER: DD = SURVEY DISK
 OP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0294_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OP0294_STAMPING: 3280 DD 1963
 OP0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0294
 OP0294  HISTORY     - Date     Condition        Report By
 OP0294  HISTORY     - 1963     MONUMENTED       MNDT
 OP0294  HISTORY     - 1975     GOOD             MNDT
 OP0294
 OP0294                          STATION DESCRIPTION
 OP0294
 OP0294'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0294'1.85 MI W FROM ALPHA.
 OP0294'THE MARK IS 1.5 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF FAI 90
 OP0294'AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND IS AT MILEPOINT 78.5.
 OP0294'IT IS 88.7 FEET NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE
 OP0294'OF THE WEST-BOUND LANE OF FAI 90 AT STATION 1465 + 50, 20.5 FEET EAST
 OP0294'OF A 15 INCH CONCRETE PIPE WHICH EXTENDS 2 FEET ABOVE THE GROUND, 3.0
 OP0294'FEET WEST OF EXTENDED FENCE LINE NORTH AND 10.0 FEET SOUTH OF NORTH
 OP0294'RIGHT-OF-WAY FENCE.  SW 1/4 SECTION 10, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0427 ***********************************************************************
 OP0427  DESIGNATION -  3280 E
 OP0427  PID         -  OP0427
 OP0427  STATE/COUNTY-  MN/JACKSON
 OP0427  COUNTRY     -  US
 OP0427  USGS QUAD   -  OKABENA (1976)
 OP0427
 OP0427                         *CURRENT SURVEY CONTROL
 OP0427  ______________________________________________________________________
 OP0427* NAD 83(2007) POSITION- 43 38 16.15689(N) 095 21 55.49266(W)   ADJUSTED  
 OP0427* NAD 83(2007) ELLIP HT-   419.088 (meters)        (02/10/07)   ADJUSTED
 OP0427* NAD 83(2007) EPOCH   -  2002.00
 OP0427* NAVD 88 ORTHO HEIGHT -   446.274  (meters)    1464.15  (feet) ADJUSTED  
 OP0427  ______________________________________________________________________
 OP0427  NAD 83(2007) X  -   -432,344.482 (meters)                     COMP
 OP0427  NAD 83(2007) Y  - -4,603,383.796 (meters)                     COMP
 OP0427  NAD 83(2007) Z  -  4,379,345.569 (meters)                     COMP
 OP0427  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC09
 OP0427  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 OP0427  DYNAMIC HEIGHT  -        446.164 (meters)     1463.79  (feet) COMP
 OP0427  MODELED GRAVITY -    980,360.9   (mgal)                       NAVD 88
 OP0427
 OP0427  VERT ORDER      -  SECOND    CLASS I
 OP0427
 OP0427  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0427  Type                                         Horiz  Ellip  Dist(km)
 OP0427  -------------------------------------------------------------------
 OP0427  NETWORK                                       0.90   0.80
 OP0427  -------------------------------------------------------------------
 OP0427  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.87   0.71      4.10
 OP0427  -------------------------------------------------------------------
 OP0427  NOTE: Click here for information on individual local accuracy
 OP0427  values and other accuracy information.
 OP0427
 OP0427
 OP0427.The horizontal coordinates were established by GPS observations
 OP0427.and adjusted by the National Geodetic Survey in February 2007.
 OP0427
 OP0427.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0427.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0427
 OP0427.The horizontal coordinates are valid at the epoch date displayed above
 OP0427.which is a decimal equivalence of Year/Month/Day.
 OP0427
 OP0427.The orthometric height was determined by differential leveling and
 OP0427.adjusted in June 1991.
 OP0427
 OP0427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0427
 OP0427.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0427
 OP0427.The ellipsoidal height was determined by GPS observations
 OP0427.and is referenced to NAD 83.
 OP0427
 OP0427.The dynamic height is computed by dividing the NAVD 88
 OP0427.geopotential number by the normal gravity value computed on the
 OP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0427.degrees latitude (g = 980.6199 gals.).
 OP0427
 OP0427.The modeled gravity was interpolated from observed gravity values.
 OP0427
 OP0427. The following values were computed from the NAD 83(2007) position.
 OP0427
 OP0427;                    North         East     Units Scale Factor Converg.
 OP0427;SPC MN S     -   171,791.272   689,822.607   MT  1.00003470   -0 57 25.4
 OP0427;SPC MN S     -   563,618.53  2,263,193.00   sFT  1.00003470   -0 57 25.4
 OP0427;UTM  15      - 4,834,366.459   309,202.512   MT  1.00004779   -1 37 58.3
 OP0427
 OP0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0427!SPC MN S     -   0.99993429  x   1.00003470  =   0.99996898
 OP0427!UTM  15      -   0.99993429  x   1.00004779  =   0.99998207
 OP0427
 OP0427                          SUPERSEDED SURVEY CONTROL
 OP0427
 OP0427  NAD 83(1996)-  43 38 16.15638(N)    095 21 55.49181(W) AD(       ) 1
 OP0427  ELLIP H (02/05/03)  419.120  (m)                       GP(       ) 3 2
 OP0427  NAVD 88 (02/05/03)  446.27   (m)         1464.1    (f) LEVELING    3  
 OP0427
 OP0427.Superseded values are not recommended for survey control.
 OP0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0427.See file dsdata.txt to determine how the superseded data were derived.
 OP0427
 OP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0920234366(NAD 83)
 OP0427
 OP0427_MARKER: DB = BENCH MARK DISK
 OP0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0427_STAMPING: 3280 E 1961
 OP0427_MARK LOGO: MNDT  
 OP0427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0427+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 OP0427
 OP0427  HISTORY     - Date     Condition        Report By
 OP0427  HISTORY     - 1961     MONUMENTED       MNDT
 OP0427  HISTORY     - 1975     GOOD             MNDT
 OP0427  HISTORY     - 19960401 GOOD             MNDT
 OP0427
 OP0427                          STATION DESCRIPTION
 OP0427
 OP0427'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0427'6.75 MI SE FROM BREWSTER.
 OP0427'THE MARK IS LOCATED 9.6 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0427'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH OF THE JUNCTION OF TRUNK
 OP0427'HIGHWAY 86 AND COUNTY ROAD 14 IN LAKEFIELD) AT MILE POINT 55.2.  IT IS
 OP0427'ALSO 10.0 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND
 OP0427'TRUNK HIGHWAY 60 AT WORTHINGTON.  IT IS 94.5 FEET NORTH OF AND 5 FEET
 OP0427'HIGHER THAN THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90 AT STATION
 OP0427'234+60, 148.0 FEET NORTHWEST OF THE NORTH END OF A 36 INCH CONCRETE
 OP0427'CULVERT UNDER THE WESTBOUND LANE, AND 2.5 FEET WEST OF THE EXTENSION
 OP0427'OF A FENCE LINE NORTH.  THE MARK IS SET IN THE TOP OF A PRECAST
 OP0427'CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 2 INCHES ABOVE THE GROUND,
 OP0427'AND IS 0.7 FEET SOUTH OF A STEEL WITNESS POST.  NW 1/4 SECTION 14, T
 OP0427'102N, R 38W.
 OP0427
 OP0427                          STATION RECOVERY (1996)
 OP0427
 OP0427'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0427'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0427'THE MARK IS 6.75 MI (10.86 KM) SE OF BREWSTER, 9.6 MI (15.4 KM) WEST
 OP0427'ALONG FAI 90 FROM JCT OF FAI 90 AND TH 86, 2.5 MI (4.0 KM) WEST ALONG
 OP0427'FAI 90 FROM JCT OF FAI 90 AND CO RD 9 (7 MI SOUTH OF OKABENA) , AT FAI
 OP0427'90 MP 55.2, 10 MI (16.1 KM) EAST OF JCT OF FAI 90 AND TH 60 IN
 OP0427'WORTHINGTON, 148 FT (45.1 M) NW OF NORTH END OF CULVERT, 94.5 FT (28.8
 OP0427'M) NORTH OF WB FAI 90, 0.5 MI (0.8 KM) EAST OF CO RD 5, 4.1 FT (1.2 M)
 OP0427'SOUTH OF FENCE, 1.1 FT (0.3 M) SOUTH OF WIT POST, FLUSH, MAGNETIC AND
 OP0427'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0295 ***********************************************************************
 OP0295  DESIGNATION -  3280 EE
 OP0295  PID         -  OP0295
 OP0295  STATE/COUNTY-  MN/JACKSON
 OP0295  COUNTRY     -  US
 OP0295  USGS QUAD   -  JACKSON NW (1970)
 OP0295
 OP0295                         *CURRENT SURVEY CONTROL
 OP0295  ______________________________________________________________________
 OP0295* NAD 83(1986) POSITION- 43 39 10.     (N) 094 53 05.     (W)   SCALED    
 OP0295* NAVD 88 ORTHO HEIGHT -   417.285  (meters)    1369.04  (feet) ADJUSTED  
 OP0295  ______________________________________________________________________
 OP0295  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 OP0295  DYNAMIC HEIGHT  -        417.186 (meters)     1368.72  (feet) COMP
 OP0295  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 OP0295
 OP0295  VERT ORDER      -  SECOND    CLASS I
 OP0295
 OP0295.The horizontal coordinates were scaled from a topographic map and have
 OP0295.an estimated accuracy of +/- 6 seconds.
 OP0295.
 OP0295.The orthometric height was determined by differential leveling and
 OP0295.adjusted in June 1991.
 OP0295
 OP0295.The dynamic height is computed by dividing the NAVD 88
 OP0295.geopotential number by the normal gravity value computed on the
 OP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0295.degrees latitude (g = 980.6199 gals.).
 OP0295
 OP0295.The modeled gravity was interpolated from observed gravity values.
 OP0295
 OP0295;                    North         East    Units  Estimated Accuracy
 OP0295;SPC MN S     -   172,920.      728,630.      MT  (+/- 180 meters Scaled)
 OP0295
 OP0295                          SUPERSEDED SURVEY CONTROL
 OP0295
 OP0295  NGVD 29 (??/??/92)  417.173  (m)         1368.68   (f) ADJ UNCH    2 1
 OP0295
 OP0295.Superseded values are not recommended for survey control.
 OP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0295.See file dsdata.txt to determine how the superseded data were derived.
 OP0295
 OP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ480350(NAD 83)
 OP0295
 OP0295_MARKER: DD = SURVEY DISK
 OP0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0295_STAMPING: 3280 EE
 OP0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0295+STABILITY: SURFACE MOTION
 OP0295
 OP0295  HISTORY     - Date     Condition        Report By
 OP0295  HISTORY     - UNK      MONUMENTED       MNDT
 OP0295  HISTORY     - 1975     GOOD             MNDT
 OP0295
 OP0295                          STATION DESCRIPTION
 OP0295
 OP0295'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0295'1.2 MI NW FROM ALPHA.
 OP0295'THE MARK IS LOCATED 0.5 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0295'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AT FAI 90
 OP0295'MILEPOINT 79.5.  IT IS 101.5 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN
 OP0295'THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90 AT STATION 1517 + 55,
 OP0295'AND 193.0 FEET WEST OF A GAS VENT PIPE AT A PIPELINE CROSSING. THE
 OP0295'MARK IS SET IN THE TOP OF A PRECAST-CONCRETE MONUMENT THAT PROJECTS 6
 OP0295'INCHES ABOVE THE GROUND AND IS 0.6 FOOT SOUTH OF A STEEL WITNESS POST.
 OP0295'NEAR CENTER SECTION 11, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0428 ***********************************************************************
 OP0428  DESIGNATION -  3280 F RESET
 OP0428  PID         -  OP0428
 OP0428  STATE/COUNTY-  MN/JACKSON
 OP0428  COUNTRY     -  US
 OP0428  USGS QUAD   -  OKABENA (1976)
 OP0428
 OP0428                         *CURRENT SURVEY CONTROL
 OP0428  ______________________________________________________________________
 OP0428* NAD 83(1986) POSITION- 43 38 16.     (N) 095 20 52.     (W)   SCALED    
 OP0428* NAVD 88 ORTHO HEIGHT -   447.280  (meters)    1467.45  (feet) ADJUSTED  
 OP0428  ______________________________________________________________________
 OP0428  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 OP0428  DYNAMIC HEIGHT  -        447.169 (meters)     1467.09  (feet) COMP
 OP0428  MODELED GRAVITY -    980,359.4   (mgal)                       NAVD 88
 OP0428
 OP0428  VERT ORDER      -  FIRST     CLASS II
 OP0428
 OP0428.The horizontal coordinates were scaled from a topographic map and have
 OP0428.an estimated accuracy of +/- 6 seconds.
 OP0428.
 OP0428.The orthometric height was determined by differential leveling and
 OP0428.adjusted in June 1991.
 OP0428
 OP0428.The dynamic height is computed by dividing the NAVD 88
 OP0428.geopotential number by the normal gravity value computed on the
 OP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0428.degrees latitude (g = 980.6199 gals.).
 OP0428
 OP0428.The modeled gravity was interpolated from observed gravity values.
 OP0428
 OP0428;                    North         East    Units  Estimated Accuracy
 OP0428;SPC MN S     -   171,760.      691,250.      MT  (+/- 180 meters Scaled)
 OP0428
 OP0428                          SUPERSEDED SURVEY CONTROL
 OP0428
 OP0428.No superseded survey control is available for this station.
 OP0428
 OP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ106343(NAD 83)
 OP0428
 OP0428_MARKER: DD = SURVEY DISK
 OP0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0428_SP_SET: COPPER-CLAD STEEL ROD
 OP0428_STAMPING: 3280 F RESET 1974
 OP0428_MARK LOGO: MNDT  
 OP0428_PROJECTION: PROJECTING 4 CENTIMETERS
 OP0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0428+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0428_ROD/PIPE-DEPTH: 7.3  meters
 OP0428
 OP0428  HISTORY     - Date     Condition        Report By
 OP0428  HISTORY     - 1974     MONUMENTED       MNDT
 OP0428  HISTORY     - 1975     GOOD             MNDT
 OP0428  HISTORY     - 19900829 GOOD             NGS
 OP0428
 OP0428                          STATION DESCRIPTION
 OP0428
 OP0428'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0428'7.1 MI SSE FROM OKABENA.
 OP0428'THE MARK IS LOCATED 8.7 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0428'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0428'FROM THE JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 IN LAKEFIELD)
 OP0428'AT MILEPOINT 56.1.  IT IS ALSO 10.9 MILES EAST ALONG FAI 90 FROM THE
 OP0428'JUNCTION OF FAI 90 AND TRUNK HIGHWAY 60 AT WORTHINGTON. IT IS 100.1
 OP0428'FEET SOUTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF THE EAST-BOUND
 OP0428'LANE, 141.0 FEET SOUTHWEST OF STENCIL 285 ON THE SOUTH EDGE OF
 OP0428'CONCRETE SLAB, 119.0 FEET SOUTHWEST OF THE SOUTH END OF A 24 INCH
 OP0428'CULVERT UNDER EAST-BOUND LANE, 19.0 FEET WEST-NORTHWEST OF 15 INCH ELM
 OP0428'AT THE NORTHWEST CORNER OF A GROVE OF TREES, AND 1.0 SOUTH OF THE
 OP0428'SOUTH RIGHT-OF-WAY FENCE.  THE MARK, A STANDARD MINNESOTA HIGHWAY
 OP0428'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK IS CRIMPED ON TOP OF A
 OP0428'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN INTO
 OP0428'THE GROUND.  IT PROJECTS 1 INCH ABOVE THE GROUND AND IS 0.4 FOOT NORTH
 OP0428'OF A STEEL WITNESS POST.  SW 1/4 SECTION 13, T 102N, R 38W.
 OP0428
 OP0428                          STATION RECOVERY (1990)
 OP0428
 OP0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0428'17.9 KM (11.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0428'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, 36.3 M (119.1 FT)
 OP0428'SOUTHWEST OF THE SOUTH END OF A 24-INCH PIPE CULVERT, 30.5 M (100.1
 OP0428'FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF
 OP0428'THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, AND 0.15 M (0.49 FT)
 OP0428'NORTH OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH PVC
 OP0428'PIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0298 ***********************************************************************
 OP0298  DESIGNATION -  3280 FF RESET
 OP0298  PID         -  OP0298
 OP0298  STATE/COUNTY-  MN/JACKSON
 OP0298  COUNTRY     -  US
 OP0298  USGS QUAD   -  ALPHA (1970)
 OP0298
 OP0298                         *CURRENT SURVEY CONTROL
 OP0298  ______________________________________________________________________
 OP0298* NAD 83(1986) POSITION- 43 39 12.     (N) 094 51 55.     (W)   SCALED    
 OP0298* NAVD 88 ORTHO HEIGHT -   410.200  (meters)    1345.80  (feet) ADJUSTED  
 OP0298  ______________________________________________________________________
 OP0298  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 OP0298  DYNAMIC HEIGHT  -        410.102 (meters)     1345.48  (feet) COMP
 OP0298  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OP0298
 OP0298  VERT ORDER      -  SECOND    CLASS I
 OP0298
 OP0298.The horizontal coordinates were scaled from a topographic map and have
 OP0298.an estimated accuracy of +/- 6 seconds.
 OP0298.
 OP0298.The orthometric height was determined by differential leveling and
 OP0298.adjusted in June 1991.
 OP0298
 OP0298.The dynamic height is computed by dividing the NAVD 88
 OP0298.geopotential number by the normal gravity value computed on the
 OP0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0298.degrees latitude (g = 980.6199 gals.).
 OP0298
 OP0298.The modeled gravity was interpolated from observed gravity values.
 OP0298
 OP0298;                    North         East    Units  Estimated Accuracy
 OP0298;SPC MN S     -   172,960.      730,200.      MT  (+/- 180 meters Scaled)
 OP0298
 OP0298                          SUPERSEDED SURVEY CONTROL
 OP0298
 OP0298.No superseded survey control is available for this station.
 OP0298
 OP0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ495350(NAD 83)
 OP0298
 OP0298_MARKER: DD = SURVEY DISK
 OP0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0298_SP_SET: CULVERT
 OP0298_STAMPING: 3280 FF RESET 1974
 OP0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0298
 OP0298  HISTORY     - Date     Condition        Report By
 OP0298  HISTORY     - 1974     MONUMENTED       MNDT
 OP0298  HISTORY     - 1975     GOOD             MNDT
 OP0298
 OP0298                          STATION DESCRIPTION
 OP0298
 OP0298'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0298'1 MI NNW FROM ALPHA.
 OP0298'THE MARK IS LOCATED 0.45 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0298'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 6.75 MILES
 OP0298'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0298'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS AT FAI 90 MILEPOINT
 OP0298'80.5.  IT IS 98.8 FEET SOUTH OF AND ABOUT 5 FEET LOWER THAN THE
 OP0298'CENTERLINE OF THE EAST-BOUND LANE OF FAI 90, 90.4 FEET SOUTH-SOUTHWEST
 OP0298'OF STENCILED 1575 ON THE SOUTH EDGE OF SLAB OF EAST-BOUND LANE, 63.7
 OP0298'FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT UNDER THE
 OP0298'EAST-BOUND LANE, 38.0 FEET EAST-SOUTHEAST OF 15 INCH CONCRETE PIPE
 OP0298'(TILE CLEAN OUT), AND 24.3 FEET NORTHWEST OF A 8 FOOT BY 4 FOOT BY 5
 OP0298'FOOT BOULDER.  THE MARK IS CRIMPED ON TOP OF A 518 INCH DIAMETER BY 24
 OP0298'FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE GROUND. IT IS
 OP0298'3.3 FEET EAST OF A STEEL WITNESS POST. SW 1/4 SECTION 12, T 102N, R
 OP0298'34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0283 ***********************************************************************
 OP0283  DESIGNATION -  3280 GG
 OP0283  PID         -  OP0283
 OP0283  STATE/COUNTY-  MN/JACKSON
 OP0283  COUNTRY     -  US
 OP0283  USGS QUAD   -  JACKSON NW (1970)
 OP0283
 OP0283                         *CURRENT SURVEY CONTROL
 OP0283  ______________________________________________________________________
 OP0283* NAD 83(1986) POSITION- 43 38 30.     (N) 094 58 28.     (W)   SCALED    
 OP0283* NAVD 88 ORTHO HEIGHT -   440.039  (meters)    1443.69  (feet) ADJUSTED  
 OP0283  ______________________________________________________________________
 OP0283  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 OP0283  DYNAMIC HEIGHT  -        439.936 (meters)     1443.36  (feet) COMP
 OP0283  MODELED GRAVITY -    980,371.9   (mgal)                       NAVD 88
 OP0283
 OP0283  VERT ORDER      -  SECOND    CLASS I
 OP0283
 OP0283.The horizontal coordinates were scaled from a topographic map and have
 OP0283.an estimated accuracy of +/- 6 seconds.
 OP0283.
 OP0283.The orthometric height was determined by differential leveling and
 OP0283.adjusted in June 1991.
 OP0283
 OP0283.The dynamic height is computed by dividing the NAVD 88
 OP0283.geopotential number by the normal gravity value computed on the
 OP0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0283.degrees latitude (g = 980.6199 gals.).
 OP0283
 OP0283.The modeled gravity was interpolated from observed gravity values.
 OP0283
 OP0283;                    North         East    Units  Estimated Accuracy
 OP0283;SPC MN S     -   171,770.      721,370.      MT  (+/- 180 meters Scaled)
 OP0283
 OP0283                          SUPERSEDED SURVEY CONTROL
 OP0283
 OP0283.No superseded survey control is available for this station.
 OP0283
 OP0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ407339(NAD 83)
 OP0283
 OP0283_MARKER: DD = SURVEY DISK
 OP0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0283_STAMPING: 3280 GG 1961
 OP0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0283+STABILITY: SURFACE MOTION
 OP0283
 OP0283  HISTORY     - Date     Condition        Report By
 OP0283  HISTORY     - 1961     MONUMENTED       MNDT
 OP0283  HISTORY     - 1975     GOOD             MNDT
 OP0283
 OP0283                          STATION DESCRIPTION
 OP0283
 OP0283'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0283'1.0 MI E FROM JACKSON.
 OP0283'THE MARK IS LOCATED 1.0 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0283'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT MILEPOINT 74.8.  IT
 OP0283'IS 99.5 FEET SOUTH OF AND 4 FEET LOWER THAN THE CENTERLINE OF THE
 OP0283'EASTBOUND LANE OF FAI 90, 75.5 FEET SOUTHWEST OF THE SOUTH END OF A 24
 OP0283'INCH CONCRETE CULVERT UNDER THE EAST-BOUND LANE, 85.0 FEET NORTHEAST
 OP0283'OF THE EAST END OF A 12 INCH CORRUGATED METAL CULVERT AT THE TOE OF
 OP0283'SLOPE AT BRIDGE NUMBER 32810 (COUNTY ROAD 23 OVER FAI 90) AND IS
 OP0283'APPROXIMATELY 100 FEET EAST OF THE CENTER OF COUNTY ROAD 23. THE MARK
 OP0283'IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS
 OP0283'FLUSH WITH THE GROUND AND IS 0.9 FOOT NORTH OF A STEEL WITNESS POST.
 OP0283'NW 1/4 SECTION 18, T 102N, R 34W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0434 ***********************************************************************
 OP0434  DESIGNATION -  3280 H RESET
 OP0434  PID         -  OP0434
 OP0434  STATE/COUNTY-  MN/JACKSON
 OP0434  COUNTRY     -  US
 OP0434  USGS QUAD   -  OKABENA (1976)
 OP0434
 OP0434                         *CURRENT SURVEY CONTROL
 OP0434  ______________________________________________________________________
 OP0434* NAD 83(1986) POSITION- 43 38 06.     (N) 095 18 51.     (W)   SCALED    
 OP0434* NAVD 88 ORTHO HEIGHT -   444.493  (meters)    1458.31  (feet) ADJUSTED  
 OP0434  ______________________________________________________________________
 OP0434  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 OP0434  DYNAMIC HEIGHT  -        444.382 (meters)     1457.94  (feet) COMP
 OP0434  MODELED GRAVITY -    980,356.9   (mgal)                       NAVD 88
 OP0434
 OP0434  VERT ORDER      -  FIRST     CLASS II
 OP0434
 OP0434.The horizontal coordinates were scaled from a topographic map and have
 OP0434.an estimated accuracy of +/- 6 seconds.
 OP0434.
 OP0434.The orthometric height was determined by differential leveling and
 OP0434.adjusted in June 1991.
 OP0434
 OP0434.The dynamic height is computed by dividing the NAVD 88
 OP0434.geopotential number by the normal gravity value computed on the
 OP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0434.degrees latitude (g = 980.6199 gals.).
 OP0434
 OP0434.The modeled gravity was interpolated from observed gravity values.
 OP0434
 OP0434;                    North         East    Units  Estimated Accuracy
 OP0434;SPC MN S     -   171,410.      693,950.      MT  (+/- 180 meters Scaled)
 OP0434
 OP0434                          SUPERSEDED SURVEY CONTROL
 OP0434
 OP0434.No superseded survey control is available for this station.
 OP0434
 OP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ133339(NAD 83)
 OP0434
 OP0434_MARKER: DD = SURVEY DISK
 OP0434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0434_SP_SET: ABUTMENT
 OP0434_STAMPING: 3280 H RESET 1974
 OP0434_MARK LOGO: MNDT  
 OP0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0434+STABILITY: POSITION/ELEVATION WELL
 OP0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0434+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0434
 OP0434  HISTORY     - Date     Condition        Report By
 OP0434  HISTORY     - 1974     MONUMENTED       MNDT
 OP0434  HISTORY     - 1975     GOOD             MNDT
 OP0434  HISTORY     - 19900829 GOOD             NGS
 OP0434
 OP0434                          STATION DESCRIPTION
 OP0434
 OP0434'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0434'7.0 MI S FROM OKABENA.
 OP0434'THE MARK IS LOCATED 7.05 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0434'FAI 90 AND 86 (2.5 MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 86 AND
 OP0434'COUNTY ROAD 14 IN LAKEFIELD) AT MILE POINT 57.75.  IT IS 25.0 FEET
 OP0434'EAST OF AND 0.5 FOOT HIGHER THAN THE CENTER OF COUNTY ROAD 9, AND IS
 OP0434'SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 32802 (COUNTY ROAD 9 OVER
 OP0434'FAI 90).  SW 1/4 SECTION 17, T 102N, R 37W.
 OP0434
 OP0434                          STATION RECOVERY (1990)
 OP0434
 OP0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0434'20.5 KM (12.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0434'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN TOP OF AND 2.1 M (6.9
 OP0434'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0434'COUNTY ROAD 9 OVERPASS (NUMBER 32802) OF THE HIGHWAY, 30.6 M (100.4
 OP0434'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0434'AND 7.6 M (24.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 OP0434'ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0437 ***********************************************************************
 OP0437  DESIGNATION -  3280 J
 OP0437  PID         -  OP0437
 OP0437  STATE/COUNTY-  MN/JACKSON
 OP0437  COUNTRY     -  US
 OP0437  USGS QUAD   -  OKABENA (1976)
 OP0437
 OP0437                         *CURRENT SURVEY CONTROL
 OP0437  ______________________________________________________________________
 OP0437* NAD 83(1986) POSITION- 43 38 14.     (N) 095 18 17.     (W)   SCALED    
 OP0437* NAVD 88 ORTHO HEIGHT -   439.937  (meters)    1443.36  (feet) ADJUSTED  
 OP0437  ______________________________________________________________________
 OP0437  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 OP0437  DYNAMIC HEIGHT  -        439.827 (meters)     1443.00  (feet) COMP
 OP0437  MODELED GRAVITY -    980,357.1   (mgal)                       NAVD 88
 OP0437
 OP0437  VERT ORDER      -  SECOND    CLASS I
 OP0437
 OP0437.The horizontal coordinates were scaled from a topographic map and have
 OP0437.an estimated accuracy of +/- 6 seconds.
 OP0437.
 OP0437.The orthometric height was determined by differential leveling and
 OP0437.adjusted in June 1991.
 OP0437
 OP0437.The dynamic height is computed by dividing the NAVD 88
 OP0437.geopotential number by the normal gravity value computed on the
 OP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0437.degrees latitude (g = 980.6199 gals.).
 OP0437
 OP0437.The modeled gravity was interpolated from observed gravity values.
 OP0437
 OP0437;                    North         East    Units  Estimated Accuracy
 OP0437;SPC MN S     -   171,650.      694,720.      MT  (+/- 180 meters Scaled)
 OP0437
 OP0437                          SUPERSEDED SURVEY CONTROL
 OP0437
 OP0437.No superseded survey control is available for this station.
 OP0437
 OP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ140341(NAD 83)
 OP0437
 OP0437_MARKER: DD = SURVEY DISK
 OP0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0437_STAMPING: 3280 J 1961
 OP0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0437+STABILITY: SURFACE MOTION
 OP0437
 OP0437  HISTORY     - Date     Condition        Report By
 OP0437  HISTORY     - 1961     MONUMENTED       MNDT
 OP0437  HISTORY     - 1975     GOOD             MNDT
 OP0437
 OP0437                          STATION DESCRIPTION
 OP0437
 OP0437'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0437'6.9 MI SSE FROM OKABENA.
 OP0437'THE MARK IS LOCATED 6.6 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0437'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0437'FROM THE JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 IN LAKEFIELD)
 OP0437'AND IS AT MILE POINT 58.3.  IT IS 378.0 FEET NORTH OF AND 5 FEET
 OP0437'HIGHER THAN THE CENTERLINE OF THE WEST-BOUND LANE, 14.2 FEET WEST OF A
 OP0437'POWER POLE ON A EAST-WEST LINE, AND 3.0 FEET EAST-NORTHEAST OF A WOOD
 OP0437'CORNER FENCE POST.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE
 OP0437'MONUMENT (MAGNETIC) THAT PROJECTS 2 INCHES ABOVE THE GROUND AND IS 0.7
 OP0437'FOOT SOUTH OF A STEEL WITNESS POST.  NE 1/4 SECTION 17, T 103N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0440 ***********************************************************************
 OP0440  DESIGNATION -  3280 K RESET
 OP0440  PID         -  OP0440
 OP0440  STATE/COUNTY-  MN/JACKSON
 OP0440  COUNTRY     -  US
 OP0440  USGS QUAD   -  OKABENA (1976)
 OP0440
 OP0440                         *CURRENT SURVEY CONTROL
 OP0440  ______________________________________________________________________
 OP0440* NAD 83(1986) POSITION- 43 38 17.     (N) 095 17 32.     (W)   SCALED    
 OP0440* NAVD 88 ORTHO HEIGHT -   436.014  (meters)    1430.49  (feet) ADJUSTED  
 OP0440  ______________________________________________________________________
 OP0440  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 OP0440  DYNAMIC HEIGHT  -        435.905 (meters)     1430.13  (feet) COMP
 OP0440  MODELED GRAVITY -    980,357.5   (mgal)                       NAVD 88
 OP0440
 OP0440  VERT ORDER      -  FIRST     CLASS II
 OP0440
 OP0440.The horizontal coordinates were scaled from a topographic map and have
 OP0440.an estimated accuracy of +/- 6 seconds.
 OP0440.
 OP0440.The orthometric height was determined by differential leveling and
 OP0440.adjusted in June 1991.
 OP0440
 OP0440.WARNING-Repeat measurements at this control monument indicate possible
 OP0440.vertical movement.
 OP0440
 OP0440.The dynamic height is computed by dividing the NAVD 88
 OP0440.geopotential number by the normal gravity value computed on the
 OP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0440.degrees latitude (g = 980.6199 gals.).
 OP0440
 OP0440.The modeled gravity was interpolated from observed gravity values.
 OP0440
 OP0440;                    North         East    Units  Estimated Accuracy
 OP0440;SPC MN S     -   171,720.      695,730.      MT  (+/- 180 meters Scaled)
 OP0440
 OP0440                          SUPERSEDED SURVEY CONTROL
 OP0440
 OP0440.No superseded survey control is available for this station.
 OP0440
 OP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ151342(NAD 83)
 OP0440
 OP0440_MARKER: DD = SURVEY DISK
 OP0440_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0440_SP_SET: FOOTING
 OP0440_STAMPING: 3280 K RESET 1974
 OP0440_MARK LOGO: MNDT  
 OP0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0440+STABILITY: SURFACE MOTION
 OP0440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0440+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0440
 OP0440  HISTORY     - Date     Condition        Report By
 OP0440  HISTORY     - UNK      MONUMENTED       MNDT
 OP0440  HISTORY     - 1975     GOOD             MNDT
 OP0440  HISTORY     - 19900829 GOOD             NGS
 OP0440
 OP0440                          STATION DESCRIPTION
 OP0440
 OP0440'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0440'6.35 MI SW FROM LAKEFIELD.
 OP0440'THE MARK IS LOCATED 5.85 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0440'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILE SOUTH ALONG TRUNK HIGHWAY 86
 OP0440'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILE POINT
 OP0440'58.95.  IT IS 66.5 NORTH OF AND 6 FEET LOWER THAN THE CENTERLINE OF
 OP0440'THE EAST BOUND LANE OF FAI 90 AT STATION 432+00.  THE MARK A STANDARD
 OP0440'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) IS SET IN
 OP0440'THE CONCRETE BASE FOR THE SOUTH LEG OF AN INFORMATION SIGN.  NW 1/4
 OP0440'SECTION 16, T 102N, R 37W.
 OP0440
 OP0440                          STATION RECOVERY (1990)
 OP0440
 OP0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0440'22.4 KM (13.9 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0440'JUNCTION OF STATE HIGHWAY 60 IN WORTHINGTON, IN THE SOUTH END OF THE
 OP0440'CONCRETE FOOTING OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN, 20.3
 OP0440'M (66.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 OP0440'HIGHWAY, 9.6 M (31.5 FT) SOUTH OF A FENCE, 1.3 M (4.3 FT) BELOW THE
 OP0440'LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF THE SOUTH LEG OF THE
 OP0440'SIGN, AND 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0442 ***********************************************************************
 OP0442  DESIGNATION -  3280 L
 OP0442  PID         -  OP0442
 OP0442  STATE/COUNTY-  MN/JACKSON
 OP0442  COUNTRY     -  US
 OP0442  USGS QUAD   -  OKABENA (1976)
 OP0442
 OP0442                         *CURRENT SURVEY CONTROL
 OP0442  ______________________________________________________________________
 OP0442* NAD 83(2007) POSITION- 43 38 18.02221(N) 095 15 53.77300(W)   ADJUSTED  
 OP0442* NAD 83(2007) ELLIP HT-   408.849 (meters)        (02/10/07)   ADJUSTED
 OP0442* NAD 83(2007) EPOCH   -  2002.00
 OP0442* NAVD 88 ORTHO HEIGHT -   436.192  (meters)    1431.07  (feet) ADJUSTED  
 OP0442  ______________________________________________________________________
 OP0442  NAD 83(2007) X  -   -424,266.696 (meters)                     COMP
 OP0442  NAD 83(2007) Y  - -4,604,087.963 (meters)                     COMP
 OP0442  NAD 83(2007) Z  -  4,379,380.169 (meters)                     COMP
 OP0442  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 OP0442  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 OP0442  DYNAMIC HEIGHT  -        436.084 (meters)     1430.72  (feet) COMP
 OP0442  MODELED GRAVITY -    980,358.8   (mgal)                       NAVD 88
 OP0442
 OP0442  VERT ORDER      -  SECOND    CLASS I
 OP0442
 OP0442  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0442  Type                                         Horiz  Ellip  Dist(km)
 OP0442  -------------------------------------------------------------------
 OP0442  NETWORK                                       0.72   0.69
 OP0442  -------------------------------------------------------------------
 OP0442  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.63      3.19
 OP0442  -------------------------------------------------------------------
 OP0442  NOTE: Click here for information on individual local accuracy
 OP0442  values and other accuracy information.
 OP0442
 OP0442
 OP0442.The horizontal coordinates were established by GPS observations
 OP0442.and adjusted by the National Geodetic Survey in February 2007.
 OP0442
 OP0442.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0442.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0442
 OP0442.The horizontal coordinates are valid at the epoch date displayed above
 OP0442.which is a decimal equivalence of Year/Month/Day.
 OP0442
 OP0442.The orthometric height was determined by differential leveling and
 OP0442.adjusted in June 1991.
 OP0442
 OP0442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0442
 OP0442.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0442
 OP0442.The ellipsoidal height was determined by GPS observations
 OP0442.and is referenced to NAD 83.
 OP0442
 OP0442.The dynamic height is computed by dividing the NAVD 88
 OP0442.geopotential number by the normal gravity value computed on the
 OP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0442.degrees latitude (g = 980.6199 gals.).
 OP0442
 OP0442.The modeled gravity was interpolated from observed gravity values.
 OP0442
 OP0442. The following values were computed from the NAD 83(2007) position.
 OP0442
 OP0442;                    North         East     Units Scale Factor Converg.
 OP0442;SPC MN S     -   171,718.389   697,930.523   MT  1.00003457   -0 53 11.9
 OP0442;SPC MN S     -   563,379.41  2,289,793.72   sFT  1.00003457   -0 53 11.9
 OP0442;UTM  15      - 4,834,197.878   317,308.957   MT  1.00001055   -1 33 48.5
 OP0442
 OP0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0442!SPC MN S     -   0.99993589  x   1.00003457  =   0.99997046
 OP0442!UTM  15      -   0.99993589  x   1.00001055  =   0.99994644
 OP0442
 OP0442                          SUPERSEDED SURVEY CONTROL
 OP0442
 OP0442  NAD 83(1996)-  43 38 18.02159(N)    095 15 53.77225(W) AD(       ) 1
 OP0442  ELLIP H (02/05/03)  408.888  (m)                       GP(       ) 3 2
 OP0442  NAVD 88 (02/05/03)  436.19   (m)         1431.1    (f) LEVELING    3  
 OP0442
 OP0442.Superseded values are not recommended for survey control.
 OP0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0442.See file dsdata.txt to determine how the superseded data were derived.
 OP0442
 OP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ1730834197(NAD 83)
 OP0442
 OP0442_MARKER: DB = BENCH MARK DISK
 OP0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0442_STAMPING: 3280 L 1961
 OP0442_MARK LOGO: MNDT  
 OP0442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0442+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2010
 OP0442
 OP0442  HISTORY     - Date     Condition        Report By
 OP0442  HISTORY     - 1961     MONUMENTED       MNDT
 OP0442  HISTORY     - 1975     GOOD             MNDT
 OP0442  HISTORY     - 19961203 GOOD             MNDT
 OP0442  HISTORY     - 20100707 GOOD             AEROME
 OP0442
 OP0442                          STATION DESCRIPTION
 OP0442
 OP0442'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0442'5.15 MI SW FROM LAKEFIELD.
 OP0442'THE MARK IS LOCATED 4.55 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0442'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0442'FROM ITS JUNCTION WITH COUNTY ROAD 14 AT LAKEFIELD) AT MILE POINT
 OP0442'60.25.  IT IS 97.0 FEET NORTH OF AND 3 FEET LOWER THAN THE CENTERLINE
 OP0442'OF THE WEST-BOUND FAI 90 AT STATION 500+93, 24.5 FEET EAST OF A 15
 OP0442'FOOT CONCRETE PIPE THAT PROJECTS 2 FEET ABOVE THE GROUND, 36.6 FEET
 OP0442'WEST OF A POWER POLE AND 1.6 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 OP0442'FENCE.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 OP0442'(MAGNETIC) THAT PROJECTS 1 INCH ABOVE THE GROUND AND IS 0.7 FOOT SOUTH
 OP0442'OF A STEEL WITNESS POST.  NEAR CENTER SECTION 15, T 103N, R 37W.
 OP0442
 OP0442                          STATION RECOVERY (1996)
 OP0442
 OP0442'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0442'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0442'FLUSH, MAGNETIC AND SUITABLE FOR GPS.
 OP0442
 OP0442                          STATION RECOVERY (2010)
 OP0442
 OP0442'RECOVERY NOTE BY AERO METRIC INC 2010
 OP0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0443 ***********************************************************************
 OP0443  DESIGNATION -  3280 M
 OP0443  PID         -  OP0443
 OP0443  STATE/COUNTY-  MN/JACKSON
 OP0443  COUNTRY     -  US
 OP0443  USGS QUAD   -  LAKEFIELD (1982)
 OP0443
 OP0443                         *CURRENT SURVEY CONTROL
 OP0443  ______________________________________________________________________
 OP0443* NAD 83(1986) POSITION- 43 38 17.     (N) 095 14 42.     (W)   SCALED    
 OP0443* NAVD 88 ORTHO HEIGHT -   435.039  (meters)    1427.29  (feet) ADJUSTED  
 OP0443  ______________________________________________________________________
 OP0443  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 OP0443  DYNAMIC HEIGHT  -        434.932 (meters)     1426.94  (feet) COMP
 OP0443  MODELED GRAVITY -    980,360.2   (mgal)                       NAVD 88
 OP0443
 OP0443  VERT ORDER      -  SECOND    CLASS I
 OP0443
 OP0443.The horizontal coordinates were scaled from a topographic map and have
 OP0443.an estimated accuracy of +/- 6 seconds.
 OP0443.
 OP0443.The orthometric height was determined by differential leveling and
 OP0443.adjusted in June 1991.
 OP0443
 OP0443.The dynamic height is computed by dividing the NAVD 88
 OP0443.geopotential number by the normal gravity value computed on the
 OP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0443.degrees latitude (g = 980.6199 gals.).
 OP0443
 OP0443.The modeled gravity was interpolated from observed gravity values.
 OP0443
 OP0443;                    North         East    Units  Estimated Accuracy
 OP0443;SPC MN S     -   171,660.      699,540.      MT  (+/- 180 meters Scaled)
 OP0443
 OP0443                          SUPERSEDED SURVEY CONTROL
 OP0443
 OP0443.No superseded survey control is available for this station.
 OP0443
 OP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ189341(NAD 83)
 OP0443
 OP0443_MARKER: DD = SURVEY DISK
 OP0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0443_STAMPING: 3280 M 1961
 OP0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0443+STABILITY: SURFACE MOTION
 OP0443
 OP0443  HISTORY     - Date     Condition        Report By
 OP0443  HISTORY     - 1961     MONUMENTED       MNDT
 OP0443  HISTORY     - 1975     GOOD             MNDT
 OP0443
 OP0443                          STATION DESCRIPTION
 OP0443
 OP0443'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0443'4.35 MI SE FROM LAKEFIELD.
 OP0443'THE MARK IS LOCATED 3.55 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0443'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0443'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILEPOINT
 OP0443'61.25.  IT IS 104.0 FEET NORTH OF AND 3 FEET LOWER THAN THE CENTERLINE
 OP0443'OF THE EAST-BOUND LANE OF FAI 90 AT STATION 553+58, 18.6 FEET
 OP0443'SOUTHWEST OF EAST POLE OF DOUBLE POLE ON NORTH-SOUTH POWER LINE, 17.0
 OP0443'FEET SOUTHEAST OF WEST POLE OF DOUBLE POLE ON NORTH-SOUTH POWER LINE,
 OP0443'AND 5.0 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE.  THE MARK IS SET IN
 OP0443'THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 6
 OP0443'INCHES ABOVE THE GROUND, AND IS 0.7 FOOT SOUTH OF A STEEL WITNESS
 OP0443'POST.  SE 1/4 SECTION 14, T 102N, R 37W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0444 ***********************************************************************
 OP0444  DESIGNATION -  3280 N
 OP0444  PID         -  OP0444
 OP0444  STATE/COUNTY-  MN/JACKSON
 OP0444  COUNTRY     -  US
 OP0444  USGS QUAD   -  LAKEFIELD (1982)
 OP0444
 OP0444                         *CURRENT SURVEY CONTROL
 OP0444  ______________________________________________________________________
 OP0444* NAD 83(2007) POSITION- 43 38 18.86972(N) 095 13 30.64590(W)   ADJUSTED  
 OP0444* NAD 83(2007) ELLIP HT-   406.162 (meters)        (02/10/07)   ADJUSTED
 OP0444* NAD 83(2007) EPOCH   -  2002.00
 OP0444* NAVD 88 ORTHO HEIGHT -   433.517  (meters)    1422.30  (feet) ADJUSTED  
 OP0444  ______________________________________________________________________
 OP0444  NAD 83(2007) X  -   -421,069.998 (meters)                     COMP
 OP0444  NAD 83(2007) Y  - -4,604,361.340 (meters)                     COMP
 OP0444  NAD 83(2007) Z  -  4,379,397.246 (meters)                     COMP
 OP0444  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC09
 OP0444  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 OP0444  DYNAMIC HEIGHT  -        433.411 (meters)     1421.95  (feet) COMP
 OP0444  MODELED GRAVITY -    980,362.1   (mgal)                       NAVD 88
 OP0444
 OP0444  VERT ORDER      -  SECOND    CLASS I
 OP0444
 OP0444  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0444  Type                                         Horiz  Ellip  Dist(km)
 OP0444  -------------------------------------------------------------------
 OP0444  NETWORK                                       0.57   0.55
 OP0444  -------------------------------------------------------------------
 OP0444  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.58   0.49      4.89
 OP0444  -------------------------------------------------------------------
 OP0444  NOTE: Click here for information on individual local accuracy
 OP0444  values and other accuracy information.
 OP0444
 OP0444
 OP0444.The horizontal coordinates were established by GPS observations
 OP0444.and adjusted by the National Geodetic Survey in February 2007.
 OP0444
 OP0444.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0444.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0444
 OP0444.The horizontal coordinates are valid at the epoch date displayed above
 OP0444.which is a decimal equivalence of Year/Month/Day.
 OP0444
 OP0444.The orthometric height was determined by differential leveling and
 OP0444.adjusted in June 1991.
 OP0444
 OP0444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0444
 OP0444.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0444
 OP0444.The ellipsoidal height was determined by GPS observations
 OP0444.and is referenced to NAD 83.
 OP0444
 OP0444.The dynamic height is computed by dividing the NAVD 88
 OP0444.geopotential number by the normal gravity value computed on the
 OP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0444.degrees latitude (g = 980.6199 gals.).
 OP0444
 OP0444.The modeled gravity was interpolated from observed gravity values.
 OP0444
 OP0444. The following values were computed from the NAD 83(2007) position.
 OP0444
 OP0444;                    North         East     Units Scale Factor Converg.
 OP0444;SPC MN S     -   171,695.679   701,138.760   MT  1.00003451   -0 51 31.5
 OP0444;SPC MN S     -   563,304.91  2,300,319.42   sFT  1.00003451   -0 51 31.5
 OP0444;UTM  15      - 4,834,137.261   320,516.602   MT  0.99999626   -1 32 09.7
 OP0444
 OP0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0444!SPC MN S     -   0.99993631  x   1.00003451  =   0.99997082
 OP0444!UTM  15      -   0.99993631  x   0.99999626  =   0.99993257
 OP0444
 OP0444                          SUPERSEDED SURVEY CONTROL
 OP0444
 OP0444  NAD 83(1996)-  43 38 18.86909(N)    095 13 30.64518(W) AD(       ) 1
 OP0444  ELLIP H (02/05/03)  406.203  (m)                       GP(       ) 3 2
 OP0444  NAVD 88 (02/05/03)  433.52   (m)         1422.3    (f) LEVELING    3  
 OP0444
 OP0444.Superseded values are not recommended for survey control.
 OP0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0444.See file dsdata.txt to determine how the superseded data were derived.
 OP0444
 OP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2051634137(NAD 83)
 OP0444
 OP0444_MARKER: DB = BENCH MARK DISK
 OP0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0444_STAMPING: 3280 N 1961
 OP0444_MARK LOGO: MNDT  
 OP0444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0444+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1996
 OP0444
 OP0444  HISTORY     - Date     Condition        Report By
 OP0444  HISTORY     - 1961     MONUMENTED       MNDT
 OP0444  HISTORY     - 1975     GOOD             MNDT
 OP0444  HISTORY     - 19961203 GOOD             MNDT
 OP0444
 OP0444                          STATION DESCRIPTION
 OP0444
 OP0444'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0444'3.55 MI SW FROM LAKEFIELD.
 OP0444'THE MARK IS LOCATED 2.55 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0444'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0444'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILEPOINT
 OP0444'62.25.  IT IS 89.3 FEET NORTH OF AND 5 FEET LOWER THAN THE CENTERLINE
 OP0444'OF THE EAST-BOUND LANE OF FAI 90 AT STATION 606+21, 44.5 FEET WEST OF
 OP0444'WEST POST OF TWO BRACE POSTS IN THE RIGHT-OF-WAY FENCE ON THE
 OP0444'PROJECTION OF A FENCE LINE SOUTH, AND 10.0 FEET SOUTH OF THE NORTH
 OP0444'RIGHT-OF-WAY FENCE.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE
 OP0444'MONUMENT (MAGNETIC) THAT PROJECTS 6 INCHES ABOVE THE GROUND, AND IS
 OP0444'0.6 FOOT SOUTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 13, T 102N, R
 OP0444'37W.
 OP0444
 OP0444                          STATION RECOVERY (1996)
 OP0444
 OP0444'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0444'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0444'PROJECTS 3 INCHES, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0445 ***********************************************************************
 OP0445  DESIGNATION -  3280 P RESET
 OP0445  PID         -  OP0445
 OP0445  STATE/COUNTY-  MN/JACKSON
 OP0445  COUNTRY     -  US
 OP0445  USGS QUAD   -  LAKEFIELD (1982)
 OP0445
 OP0445                         *CURRENT SURVEY CONTROL
 OP0445  ______________________________________________________________________
 OP0445* NAD 83(1986) POSITION- 43 38 16.     (N) 095 12 53.     (W)   SCALED    
 OP0445* NAVD 88 ORTHO HEIGHT -   444.239  (meters)    1457.47  (feet) ADJUSTED  
 OP0445  ______________________________________________________________________
 OP0445  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 OP0445  DYNAMIC HEIGHT  -        444.131 (meters)     1457.12  (feet) COMP
 OP0445  MODELED GRAVITY -    980,363.2   (mgal)                       NAVD 88
 OP0445
 OP0445  VERT ORDER      -  FIRST     CLASS II
 OP0445
 OP0445.The horizontal coordinates were scaled from a topographic map and have
 OP0445.an estimated accuracy of +/- 6 seconds.
 OP0445.
 OP0445.The orthometric height was determined by differential leveling and
 OP0445.adjusted in June 1991.
 OP0445
 OP0445.The dynamic height is computed by dividing the NAVD 88
 OP0445.geopotential number by the normal gravity value computed on the
 OP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0445.degrees latitude (g = 980.6199 gals.).
 OP0445
 OP0445.The modeled gravity was interpolated from observed gravity values.
 OP0445
 OP0445;                    North         East    Units  Estimated Accuracy
 OP0445;SPC MN S     -   171,600.      701,980.      MT  (+/- 180 meters Scaled)
 OP0445
 OP0445                          SUPERSEDED SURVEY CONTROL
 OP0445
 OP0445.No superseded survey control is available for this station.
 OP0445
 OP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ213340(NAD 83)
 OP0445
 OP0445_MARKER: DD = SURVEY DISK
 OP0445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0445_SP_SET: ABUTMENT
 OP0445_STAMPING: 3280 P RESET 1974
 OP0445_MARK LOGO: MNDT  
 OP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0445+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0445
 OP0445  HISTORY     - Date     Condition        Report By
 OP0445  HISTORY     - 1974     MONUMENTED       MNDT
 OP0445  HISTORY     - 1975     GOOD             MNDT
 OP0445  HISTORY     - 19900829 GOOD             NGS
 OP0445
 OP0445                          STATION DESCRIPTION
 OP0445
 OP0445'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0445'3.25 MI SW FROM LAKEFIELD.
 OP0445'THE MARK IS LOCATED 2.05 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0445'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0445'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILE POINT
 OP0445'62.8.  IT IS 18.8 FEET EAST OF AND 0.5 FEET LOWER THAN THE CENTER OF
 OP0445'COUNTY ROAD 67 AND IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 OP0445'NUMBER 32818 (COUNTY ROAD 67 OVER FAI 90).  SW 1/4 SECTION 18, T 102N,
 OP0445'R 36W.
 OP0445
 OP0445                          STATION RECOVERY (1990)
 OP0445
 OP0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0445'17.9 KM (11.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0445'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.1 M (6.9 FT)
 OP0445'SOUTHEAST OF THE NORTHWEST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0445'COUNTY ROAD 67 OVERPASS (NUMBER 32818) OF THE HIGHWAY, 32.8 M (107.6
 OP0445'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0445'AND 5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0446 ***********************************************************************
 OP0446  DESIGNATION -  3280 Q RESET
 OP0446  PID         -  OP0446
 OP0446  STATE/COUNTY-  MN/JACKSON
 OP0446  COUNTRY     -  US
 OP0446  USGS QUAD   -  LAKEFIELD (1982)
 OP0446
 OP0446                         *CURRENT SURVEY CONTROL
 OP0446  ______________________________________________________________________
 OP0446* NAD 83(1986) POSITION- 43 38 19.     (N) 095 11 36.     (W)   SCALED    
 OP0446* NAVD 88 ORTHO HEIGHT -   438.750  (meters)    1439.47  (feet) ADJUSTED  
 OP0446  ______________________________________________________________________
 OP0446  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 OP0446  DYNAMIC HEIGHT  -        438.645 (meters)     1439.12  (feet) COMP
 OP0446  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 OP0446
 OP0446  VERT ORDER      -  FIRST     CLASS II
 OP0446
 OP0446.The horizontal coordinates were scaled from a topographic map and have
 OP0446.an estimated accuracy of +/- 6 seconds.
 OP0446.
 OP0446.The orthometric height was determined by differential leveling and
 OP0446.adjusted in June 1991.
 OP0446
 OP0446.WARNING-Repeat measurements at this control monument indicate possible
 OP0446.vertical movement.
 OP0446
 OP0446.The dynamic height is computed by dividing the NAVD 88
 OP0446.geopotential number by the normal gravity value computed on the
 OP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0446.degrees latitude (g = 980.6199 gals.).
 OP0446
 OP0446.The modeled gravity was interpolated from observed gravity values.
 OP0446
 OP0446;                    North         East    Units  Estimated Accuracy
 OP0446;SPC MN S     -   171,660.      703,710.      MT  (+/- 180 meters Scaled)
 OP0446
 OP0446                          SUPERSEDED SURVEY CONTROL
 OP0446
 OP0446.No superseded survey control is available for this station.
 OP0446
 OP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ230340(NAD 83)
 OP0446
 OP0446_MARKER: DD = SURVEY DISK
 OP0446_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0446_SP_SET: FOOTING
 OP0446_STAMPING: 3280 Q RESET 1974
 OP0446_MARK LOGO: MNDT  
 OP0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0446+STABILITY: SURFACE MOTION
 OP0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0446+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0446
 OP0446  HISTORY     - Date     Condition        Report By
 OP0446  HISTORY     - 1974     MONUMENTED       MNDT
 OP0446  HISTORY     - 1975     GOOD             MNDT
 OP0446  HISTORY     - 19900829 GOOD             NGS
 OP0446
 OP0446                          STATION DESCRIPTION
 OP0446
 OP0446'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0446'2.7 MI SSW FROM LAKEFIELD.
 OP0446'THE MARK IS LOCATED 0.95 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0446'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0446'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILE POINT
 OP0446'64.3.  IT IS 66.2 FEET NORTH OF AND 5 FEET LOWER THAN THE CENTERLINE
 OP0446'OF FAI 90 AT STATION 690+00 (STENCIL ON NORTH EDGE) AND IS 0.05 MILE
 OP0446'EAST OF TERMINATED ROADS NORTH AND SOUTH.  THE MARK, A STANDARD
 OP0446'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM), IS SET
 OP0446'IN THE CONCRETE BASE OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN.
 OP0446'NW 1/4 SECTION 17, T 102N, R 36W.
 OP0446
 OP0446                          STATION RECOVERY (1990)
 OP0446
 OP0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0446'16.1 KM (10.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0446'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN THE SOUTH END OF THE
 OP0446'CONCRETE FOOTING FOR THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN,
 OP0446'20.2 M (66.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 OP0446'THE HIGHWAY, 9.9 M (32.5 FT) SOUTH OF A FENCE, 1.5 M (4.9 FT) BELOW
 OP0446'THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) SOUTH OF THE SOUTH SIGN LEG,
 OP0446'AND FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0447 ***********************************************************************
 OP0447  DESIGNATION -  3280 R RESET
 OP0447  PID         -  OP0447
 OP0447  STATE/COUNTY-  MN/JACKSON
 OP0447  COUNTRY     -  US
 OP0447  USGS QUAD   -  LAKEFIELD (1982)
 OP0447
 OP0447                         *CURRENT SURVEY CONTROL
 OP0447  ______________________________________________________________________
 OP0447* NAD 83(1986) POSITION- 43 38 18.     (N) 095 10 27.     (W)   SCALED    
 OP0447* NAVD 88 ORTHO HEIGHT -   451.571  (meters)    1481.53  (feet) ADJUSTED  
 OP0447  ______________________________________________________________________
 OP0447  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 OP0447  DYNAMIC HEIGHT  -        451.464 (meters)     1481.18  (feet) COMP
 OP0447  MODELED GRAVITY -    980,367.7   (mgal)                       NAVD 88
 OP0447
 OP0447  VERT ORDER      -  FIRST     CLASS II
 OP0447
 OP0447.The horizontal coordinates were scaled from a topographic map and have
 OP0447.an estimated accuracy of +/- 6 seconds.
 OP0447.
 OP0447.The orthometric height was determined by differential leveling and
 OP0447.adjusted in June 1991.
 OP0447
 OP0447.The dynamic height is computed by dividing the NAVD 88
 OP0447.geopotential number by the normal gravity value computed on the
 OP0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0447.degrees latitude (g = 980.6199 gals.).
 OP0447
 OP0447.The modeled gravity was interpolated from observed gravity values.
 OP0447
 OP0447;                    North         East    Units  Estimated Accuracy
 OP0447;SPC MN S     -   171,610.      705,250.      MT  (+/- 180 meters Scaled)
 OP0447
 OP0447                          SUPERSEDED SURVEY CONTROL
 OP0447
 OP0447.No superseded survey control is available for this station.
 OP0447
 OP0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ246340(NAD 83)
 OP0447
 OP0447_MARKER: DD = SURVEY DISK
 OP0447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0447_SP_SET: ABUTMENT
 OP0447_STAMPING: 3280 R RESET 1974
 OP0447_MARK LOGO: MNDT  
 OP0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0447+STABILITY: POSITION/ELEVATION WELL
 OP0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0447+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0447
 OP0447  HISTORY     - Date     Condition        Report By
 OP0447  HISTORY     - 1974     MONUMENTED       MNDT
 OP0447  HISTORY     - 1975     GOOD             MNDT
 OP0447  HISTORY     - 19900829 GOOD             NGS
 OP0447
 OP0447                          STATION DESCRIPTION
 OP0447
 OP0447'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0447'2.5 MI S FROM LAKEFIELD.
 OP0447'THE MARK IS LOCATED 2.5 MILE SOUTH ALONG TRUNK HIGHWAY 86 FROM ITS
 OP0447'JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD.  IT IS AT THE JUNCTION OF
 OP0447'FAI 90 AND TRUNK HIGHWAY 86 AT FAI 90 MILEPOINT 64.8.  IT IS 26.5 FEET
 OP0447'EAST OF AND 0.5 FOOT HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 86
 OP0447'AND IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 32804
 OP0447'(TRUNK HIGHWAY 86 OVER FAI 90).  SW 1/4 SECTION 16, T 102N, R 36W.
 OP0447
 OP0447                          STATION RECOVERY (1990)
 OP0447
 OP0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0447'14.6 KM (9.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0447'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 1.9 M (6.2 FT)
 OP0447'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0447'STATE HIGHWAY 86 OVERPASS (NUMBER 32804) OF THE HIGHWAY, 33.5 M
 OP0447'(109.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0447'HIGHWAY, AND 8.0 M (26.2 FT) EAST OF AND LEVEL WITH THE CENTER OF THE
 OP0447'STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0452 ***********************************************************************
 OP0452  DESIGNATION -  3280 S RESET
 OP0452  PID         -  OP0452
 OP0452  STATE/COUNTY-  MN/JACKSON
 OP0452  COUNTRY     -  US
 OP0452  USGS QUAD   -  LAKEFIELD (1982)
 OP0452
 OP0452                         *CURRENT SURVEY CONTROL
 OP0452  ______________________________________________________________________
 OP0452* NAD 83(1986) POSITION- 43 38 14.0    (N) 095 09 06.7    (W)   HD_HELD2  
 OP0452* NAVD 88 ORTHO HEIGHT -   451.315  (meters)    1480.69  (feet) ADJUSTED  
 OP0452  ______________________________________________________________________
 OP0452  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 OP0452  DYNAMIC HEIGHT  -        451.208 (meters)     1480.34  (feet) COMP
 OP0452  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 OP0452
 OP0452  VERT ORDER      -  FIRST     CLASS II
 OP0452
 OP0452.The horizontal coordinates were established by autonomous hand held GPS
 OP0452.observations and have an estimated accuracy of +/- 10 meters.
 OP0452.
 OP0452.The orthometric height was determined by differential leveling and
 OP0452.adjusted in June 1991.
 OP0452
 OP0452.Photographs are available for this station.
 OP0452
 OP0452.The dynamic height is computed by dividing the NAVD 88
 OP0452.geopotential number by the normal gravity value computed on the
 OP0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0452.degrees latitude (g = 980.6199 gals.).
 OP0452
 OP0452.The modeled gravity was interpolated from observed gravity values.
 OP0452
 OP0452;                    North         East    Units  Estimated Accuracy
 OP0452;SPC MN S     -   171,459.      707,052.      MT  (+/- 10 meters HH2 GPS)
 OP0452
 OP0452                          SUPERSEDED SURVEY CONTROL
 OP0452
 OP0452.No superseded survey control is available for this station.
 OP0452
 OP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2642633831(NAD 83)
 OP0452
 OP0452_MARKER: DD = SURVEY DISK
 OP0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0452_SP_SET: POWER LINE TOWER BASE
 OP0452_STAMPING: 3280 S RESET 1974
 OP0452_MARK LOGO: MNHD  
 OP0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0452+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 OP0452
 OP0452  HISTORY     - Date     Condition        Report By
 OP0452  HISTORY     - 1974     MONUMENTED       MNHD
 OP0452  HISTORY     - 1975     GOOD             MNDT
 OP0452  HISTORY     - 19900829 GOOD             NGS
 OP0452  HISTORY     - 20060518 GOOD             MNDT
 OP0452
 OP0452                          STATION DESCRIPTION
 OP0452
 OP0452'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0452'2.8 MI SSE FROM LAKEFIELD.
 OP0452'THE MARK IS LOCATED 1.15 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0452'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0452'FROM IT JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILE POINT
 OP0452'65.85.  IT IS 47.5 FEET SOUTH OF AND 5 FEET HIGHER THAN THE CENTERLINE
 OP0452'OF THE EASTBOUND LANE OF FAI 90 AND 49.0 FEET SOUTH OF THE SOUTH
 OP0452'RIGHT-OF-WAY FENCE.  THE MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 OP0452'VERTICAL CONTROL MONUMENT (VCM) DISK, IS SET IN THE CENTER OF A 3 FOOT
 OP0452'DIAMETER CONCRETE BASE FOR THE NORTHWEST LEG OF A HIGH-TENSION TOWER.
 OP0452'SW 1/4 SECTION 15, T 102N, R 36W.
 OP0452
 OP0452                          STATION RECOVERY (1990)
 OP0452
 OP0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0452'12.8 KM (8.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0452'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, NEAR THE CENTER OF THE
 OP0452'CONCRETE FOOTING FOR THE NORTHWEST LEG OF A HIGH LINE TOWER, 44.8 M
 OP0452'(147.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OP0452'HIGHWAY, 14.7 M (48.2 FT) SOUTH OF A FENCE, 1.5 M (4.9 FT) ABOVE THE
 OP0452'LEVEL OF THE HIGHWAY, 0.15 M (0.49 FT) NORTHWEST OF THE NORTHWEST
 OP0452'TOWER LEG, AND FLUSH WITH THE GROUND SURFACE.
 OP0452
 OP0452                          STATION RECOVERY (2006)
 OP0452
 OP0452'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP0452'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF SIOUX
 OP0452'VALLEY.
 OP0452' 
 OP0452'TO REACH THE MARK GO 8.3 MI (13.4 KM) WEST OF JACKSON AND 3.0 MI (4.8
 OP0452'KM) SOUTH-SOUTHEAST OF LAKEFIELD.
 OP0452' 
 OP0452'IT IS 1.15 MI (1.9 KM) EAST OF THE JUNCTION OF INTERSTATE HIGHWAY 90
 OP0452'AND TRUNK HIGHWAY 86 SOUTH OF LAKEFIELD, AT INTERSTATE HIGHWAY 90 MILE
 OP0452'POINT 65.95, 8 MI (12.9 KM) WEST ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0452'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 71 IN JACKSON,
 OP0452'NEAR CENTER OF CONCRETE FOOTING OF NORTHWEST LEG OF POWER LINE TOWER,
 OP0452'147 FT (44.8 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 48.2 FT
 OP0452'(14.7 M) SOUTH OF A FENCE, 0.5 FT (15 CM) NORTHWEST OF NORTHWEST LEG
 OP0452'OF TOWER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0453 ***********************************************************************
 OP0453  DESIGNATION -  3280 T
 OP0453  PID         -  OP0453
 OP0453  STATE/COUNTY-  MN/JACKSON
 OP0453  COUNTRY     -  US
 OP0453  USGS QUAD   -  LAKEFIELD (1982)
 OP0453
 OP0453                         *CURRENT SURVEY CONTROL
 OP0453  ______________________________________________________________________
 OP0453* NAD 83(1986) POSITION- 43 38 17.     (N) 095 08 40.     (W)   SCALED    
 OP0453* NAVD 88 ORTHO HEIGHT -   454.417  (meters)    1490.87  (feet) ADJUSTED  
 OP0453  ______________________________________________________________________
 OP0453  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 OP0453  DYNAMIC HEIGHT  -        454.311 (meters)     1490.52  (feet) COMP
 OP0453  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OP0453
 OP0453  VERT ORDER      -  SECOND    CLASS I
 OP0453
 OP0453.The horizontal coordinates were scaled from a topographic map and have
 OP0453.an estimated accuracy of +/- 6 seconds.
 OP0453.
 OP0453.The orthometric height was determined by differential leveling and
 OP0453.adjusted in June 1991.
 OP0453
 OP0453.The dynamic height is computed by dividing the NAVD 88
 OP0453.geopotential number by the normal gravity value computed on the
 OP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0453.degrees latitude (g = 980.6199 gals.).
 OP0453
 OP0453.The modeled gravity was interpolated from observed gravity values.
 OP0453
 OP0453;                    North         East    Units  Estimated Accuracy
 OP0453;SPC MN S     -   171,540.      707,650.      MT  (+/- 180 meters Scaled)
 OP0453
 OP0453                          SUPERSEDED SURVEY CONTROL
 OP0453
 OP0453.No superseded survey control is available for this station.
 OP0453
 OP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ270339(NAD 83)
 OP0453
 OP0453_MARKER: DD = SURVEY DISK
 OP0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0453_STAMPING: 3280 T 1961
 OP0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0453+STABILITY: SURFACE MOTION
 OP0453
 OP0453  HISTORY     - Date     Condition        Report By
 OP0453  HISTORY     - 1961     MONUMENTED       MNDT
 OP0453  HISTORY     - 1975     GOOD             MNDT
 OP0453
 OP0453                          STATION DESCRIPTION
 OP0453
 OP0453'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0453'2.95 MI SSE FROM LAKEFIELD.
 OP0453'THE MARK IS LOCATED 1.5 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0453'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0453'FROM ITS JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD) AT MILEPOINT 66.2.
 OP0453'IT IS 98.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 OP0453'WEST-BOUND LANE OF FAI 90 AT STATION 819 + 39, 98.5 FEET NORTHEAST OF
 OP0453'STENCIL 818 + 98 ON THE NORTH EDGE OF THE CONCRETE SLAB, 0.7 FOOT
 OP0453'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND IS ON THE EXTENSION OF A
 OP0453'NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A PRECAST
 OP0453'CONCRETE MONUMENT (MAGNETIC) THAT PROJECT 3 INCHES ABOVE THE GROUND.
 OP0453'IT IS 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  NEAR CENTER 1/4 SECTION
 OP0453'15, T 102N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0454 ***********************************************************************
 OP0454  DESIGNATION -  3280 U
 OP0454  PID         -  OP0454
 OP0454  STATE/COUNTY-  MN/JACKSON
 OP0454  COUNTRY     -  US
 OP0454  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0454
 OP0454                         *CURRENT SURVEY CONTROL
 OP0454  ______________________________________________________________________
 OP0454* NAD 83(1986) POSITION- 43 38 19.3    (N) 095 07 29.3    (W)   HD_HELD2  
 OP0454* NAVD 88 ORTHO HEIGHT -   456.511  (meters)    1497.74  (feet) ADJUSTED  
 OP0454  ______________________________________________________________________
 OP0454  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 OP0454  DYNAMIC HEIGHT  -        456.404 (meters)     1497.39  (feet) COMP
 OP0454  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OP0454
 OP0454  VERT ORDER      -  SECOND    CLASS I
 OP0454
 OP0454.The horizontal coordinates were established by autonomous hand held GPS
 OP0454.observations and have an estimated accuracy of +/- 10 meters.
 OP0454.
 OP0454.The orthometric height was determined by differential leveling and
 OP0454.adjusted in January 2012.
 OP0454
 OP0454.Photographs are available for this station.
 OP0454
 OP0454.The dynamic height is computed by dividing the NAVD 88
 OP0454.geopotential number by the normal gravity value computed on the
 OP0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0454.degrees latitude (g = 980.6199 gals.).
 OP0454
 OP0454.The modeled gravity was interpolated from observed gravity values.
 OP0454
 OP0454;                    North         East    Units  Estimated Accuracy
 OP0454;SPC MN S     -   171,593.      709,238.      MT  (+/- 10 meters HH2 GPS)
 OP0454
 OP0454                          SUPERSEDED SURVEY CONTROL
 OP0454
 OP0454  NAVD 88 (06/15/91)  456.552  (m)         1497.87   (f) SUPERSEDED  2 1
 OP0454
 OP0454.Superseded values are not recommended for survey control.
 OP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0454.See file dsdata.txt to determine how the superseded data were derived.
 OP0454
 OP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2861333938(NAD 83)
 OP0454
 OP0454_MARKER: DD = SURVEY DISK
 OP0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0454_STAMPING: 3280 U 1961
 OP0454_MARK LOGO: MNHD  
 OP0454_PROJECTION: FLUSH
 OP0454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0454+STABILITY: SURFACE MOTION
 OP0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0454+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 OP0454
 OP0454  HISTORY     - Date     Condition        Report By
 OP0454  HISTORY     - 1961     MONUMENTED       MNDT
 OP0454  HISTORY     - 1975     GOOD             MNDT
 OP0454  HISTORY     - 20060518 GOOD             MNDT
 OP0454
 OP0454                          STATION DESCRIPTION
 OP0454
 OP0454'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0454'3.55 MI SE FROM LAKEFIELD.
 OP0454'THE MARK IS LOCATED 2.5 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0454'FAI 90 AND TRUNK HIGHWAY 86 (2.5 MILES SOUTH ALONG TRUNK HIGHWAY 86
 OP0454'FROM ITS JUNCTION WITH COUNTY ROAD 14 AT LAKEFIELD) AT MILEPOINT 67.2.
 OP0454'IT IS 312.0 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF FAI
 OP0454'90, 213.0 FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, 179.0 FEET NORTH
 OP0454'OF A POWER POLE ON A NORTH-SOUTH POLE LINE, AND 1.5 FEET WEST OF A
 OP0454'NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A PRECAST
 OP0454'CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 1 INCH ABOVE THE GROUND AND
 OP0454'IS 0.7 FOOT SOUTHWEST OF A STEEL WITNESS POST.  NW 1/4 SECTION 14, T
 OP0454'102N, R 36W.
 OP0454
 OP0454                          STATION RECOVERY (2006)
 OP0454
 OP0454'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP0454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0458 ***********************************************************************
 OP0458  DESIGNATION -  3280 V
 OP0458  PID         -  OP0458
 OP0458  STATE/COUNTY-  MN/JACKSON
 OP0458  COUNTRY     -  US
 OP0458  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0458
 OP0458                         *CURRENT SURVEY CONTROL
 OP0458  ______________________________________________________________________
 OP0458* NAD 83(1986) POSITION- 43 38 18.     (N) 095 05 00.     (W)   SCALED    
 OP0458* NAVD 88 ORTHO HEIGHT -   465.802  (meters)    1528.22  (feet) ADJUSTED  
 OP0458  ______________________________________________________________________
 OP0458  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 OP0458  DYNAMIC HEIGHT  -        465.693 (meters)     1527.86  (feet) COMP
 OP0458  MODELED GRAVITY -    980,370.5   (mgal)                       NAVD 88
 OP0458
 OP0458  VERT ORDER      -  FIRST     CLASS II
 OP0458
 OP0458.The horizontal coordinates were scaled from a topographic map and have
 OP0458.an estimated accuracy of +/- 6 seconds.
 OP0458.
 OP0458.The orthometric height was determined by differential leveling and
 OP0458.adjusted in June 1991.
 OP0458
 OP0458.The dynamic height is computed by dividing the NAVD 88
 OP0458.geopotential number by the normal gravity value computed on the
 OP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0458.degrees latitude (g = 980.6199 gals.).
 OP0458
 OP0458.The modeled gravity was interpolated from observed gravity values.
 OP0458
 OP0458;                    North         East    Units  Estimated Accuracy
 OP0458;SPC MN S     -   171,510.      712,580.      MT  (+/- 180 meters Scaled)
 OP0458
 OP0458                          SUPERSEDED SURVEY CONTROL
 OP0458
 OP0458.No superseded survey control is available for this station.
 OP0458
 OP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ319338(NAD 83)
 OP0458
 OP0458_MARKER: DD = SURVEY DISK
 OP0458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0458_SP_SET: CONCRETE POST
 OP0458_STAMPING: 3280 V 1961
 OP0458_MARK LOGO: MNHD  
 OP0458_PROJECTION: FLUSH
 OP0458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0458+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 OP0458
 OP0458  HISTORY     - Date     Condition        Report By
 OP0458  HISTORY     - 1961     MONUMENTED       MNHD
 OP0458  HISTORY     - 1975     GOOD             MNDT
 OP0458  HISTORY     - 19900829 GOOD             NGS
 OP0458  HISTORY     - 20070619 GOOD             MNDT
 OP0458
 OP0458                          STATION DESCRIPTION
 OP0458
 OP0458'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0458'4.5 MI W FROM JACKSON.
 OP0458'THE MARK IS LOCATED 4.5 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0458'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT MILEPOINT 68.2.  IT
 OP0458'IS ALSO 5.55 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND
 OP0458'TRUNK HIGHWAY 86 (SOUTH OF LAKEFIELD).  IT IS 194 FEET NORTH OF AND 5
 OP0458'FEET HIGHER THAN THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90 AT
 OP0458'STATION 979 + 48, 58 FEET NORTH OF THE PROJECTED CENTER OF EAST-WEST
 OP0458'DRIVE (POSSIBLE TOWNSHIP ROAD), 109.0 FEET NORTHWEST OF STEEL WITNESS
 OP0458'POST FOR A REFERENCE POINT, 29.1 FEET NORTH OF UNDERGROUND CABLE
 OP0458'MARKER POST, AND 0.9 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK
 OP0458'IS SET IN A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS FLUSH WITH
 OP0458'THE GROUND, AND IS 0.5 FOOT SOUTH OF STEEL WITNESS POST.  NE 1/4
 OP0458'SECTION 18, T 102N, R 35W.
 OP0458
 OP0458                          STATION RECOVERY (1990)
 OP0458
 OP0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0458'7.3 KM (4.5 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0458'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, 59.0 M (193.6 FT) NORTH OF
 OP0458'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 29.0 M (95.1
 OP0458'FT) NORTH OF A FENCE, 19.5 M (64.0 FT) NORTH OF THE CENTER OF A
 OP0458'GRAVELED ROAD, 8.8 M (28.9 FT) NORTH OF A FENCE CORNER, 1.5 M (4.9
 OP0458'FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A FENCE,
 OP0458'0.15 M (0.49 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 OP0458'WITH THE GROUND SURFACE.
 OP0458
 OP0458                          STATION RECOVERY (2007)
 OP0458
 OP0458'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DS)
 OP0458'4.5 MILES WEST ALONG INTERSTATE HIGHWAY 90 FROM JUNCTION OF INTERSTATE
 OP0458'HIGHWAY 90 AND TRUNK HIGHWAY 71 AT JACKSON, AT INTERSTATE HIGHWAY 90
 OP0458'MILE POINT 68.2, 194 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 90,
 OP0458'109 FEET NORTHWEST OF REFERENCE POINT WITNESS POST, 95 FEET NORTH OF
 OP0458'FENCE, 64 FEET NORTH OF GRAVEL ROAD, 28.9 FEET NORTH OF FENCE CORNER,
 OP0458'1 FOOT EAST OF FENCE, 0.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0459 ***********************************************************************
 OP0459  DESIGNATION -  3280 W
 OP0459  PID         -  OP0459
 OP0459  STATE/COUNTY-  MN/JACKSON
 OP0459  COUNTRY     -  US
 OP0459  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0459
 OP0459                         *CURRENT SURVEY CONTROL
 OP0459  ______________________________________________________________________
 OP0459* NAD 83(1986) POSITION- 43 38 14.     (N) 095 03 52.     (W)   SCALED    
 OP0459* NAVD 88 ORTHO HEIGHT -   457.688  (meters)    1501.60  (feet) ADJUSTED  
 OP0459  ______________________________________________________________________
 OP0459  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 OP0459  DYNAMIC HEIGHT  -        457.581 (meters)     1501.25  (feet) COMP
 OP0459  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OP0459
 OP0459  VERT ORDER      -  SECOND    CLASS I
 OP0459
 OP0459.The horizontal coordinates were scaled from a topographic map and have
 OP0459.an estimated accuracy of +/- 6 seconds.
 OP0459.
 OP0459.The orthometric height was determined by differential leveling and
 OP0459.adjusted in June 1991.
 OP0459
 OP0459.The dynamic height is computed by dividing the NAVD 88
 OP0459.geopotential number by the normal gravity value computed on the
 OP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0459.degrees latitude (g = 980.6199 gals.).
 OP0459
 OP0459.The modeled gravity was interpolated from observed gravity values.
 OP0459
 OP0459;                    North         East    Units  Estimated Accuracy
 OP0459;SPC MN S     -   171,360.      714,110.      MT  (+/- 180 meters Scaled)
 OP0459
 OP0459                          SUPERSEDED SURVEY CONTROL
 OP0459
 OP0459.No superseded survey control is available for this station.
 OP0459
 OP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ334336(NAD 83)
 OP0459
 OP0459_MARKER: DD = SURVEY DISK
 OP0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0459_STAMPING: 3280 W 1961
 OP0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0459+STABILITY: SURFACE MOTION
 OP0459
 OP0459  HISTORY     - Date     Condition        Report By
 OP0459  HISTORY     - 1961     MONUMENTED       MNDT
 OP0459  HISTORY     - 1975     GOOD             MNDT
 OP0459
 OP0459                          STATION DESCRIPTION
 OP0459
 OP0459'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0459'3.5 MI W FROM JACKSON.
 OP0459'THE MARK IS LOCATED 3.5 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0459'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT MILEPOINT 69.2.  IT
 OP0459'IS ALSO 6.55 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF FAI AND
 OP0459'TRUNK HIGHWAY 86 (SOUTH OF LAKEFIELD).  IT IS 96.0 FEET SOUTH OF AND
 OP0459'10 FEET LOWER THAN THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90,
 OP0459'89.5 FEET SOUTH-SOUTHEAST OF STENCIL 1032 + 06.31 = 1032 + 03.88, 12.0
 OP0459'FEET EAST OF 15 INCH CONCRETE PIPE EXTENDING 1 FOOT OUT OF THE GROUND,
 OP0459'AND 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AT T FENCE SOUTH. THE
 OP0459'MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT
 OP0459'IS BURIED 1 INCH BELOW THE SURFACE OF THE GROUND AND IS 1.0 FOOT NORTH
 OP0459'OF A STEEL WITNESS POST.  NEAR CENTER SECTION 17, T 102N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0460 ***********************************************************************
 OP0460  DESIGNATION -  3280 X RESET
 OP0460  PID         -  OP0460
 OP0460  STATE/COUNTY-  MN/JACKSON
 OP0460  COUNTRY     -  US
 OP0460  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0460
 OP0460                         *CURRENT SURVEY CONTROL
 OP0460  ______________________________________________________________________
 OP0460* NAD 83(1986) POSITION- 43 38 15.     (N) 095 02 55.     (W)   SCALED    
 OP0460* NAVD 88 ORTHO HEIGHT -   451.360  (meters)    1480.84  (feet) ADJUSTED  
 OP0460  ______________________________________________________________________
 OP0460  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 OP0460  DYNAMIC HEIGHT  -        451.254 (meters)     1480.49  (feet) COMP
 OP0460  MODELED GRAVITY -    980,370.5   (mgal)                       NAVD 88
 OP0460
 OP0460  VERT ORDER      -  SECOND    CLASS I
 OP0460
 OP0460.The horizontal coordinates were scaled from a topographic map and have
 OP0460.an estimated accuracy of +/- 6 seconds.
 OP0460.
 OP0460.The orthometric height was determined by differential leveling and
 OP0460.adjusted in June 1991.
 OP0460
 OP0460.The dynamic height is computed by dividing the NAVD 88
 OP0460.geopotential number by the normal gravity value computed on the
 OP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0460.degrees latitude (g = 980.6199 gals.).
 OP0460
 OP0460.The modeled gravity was interpolated from observed gravity values.
 OP0460
 OP0460;                    North         East    Units  Estimated Accuracy
 OP0460;SPC MN S     -   171,380.      715,380.      MT  (+/- 180 meters Scaled)
 OP0460
 OP0460                          SUPERSEDED SURVEY CONTROL
 OP0460
 OP0460.No superseded survey control is available for this station.
 OP0460
 OP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ347336(NAD 83)
 OP0460
 OP0460_MARKER: DD = SURVEY DISK
 OP0460_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0460+WITH SETTING: INTO GROUND
 OP0460_STAMPING: 3280 X RESET 1974
 OP0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0460+STABILITY: SURFACE MOTION
 OP0460
 OP0460  HISTORY     - Date     Condition        Report By
 OP0460  HISTORY     - 1974     MONUMENTED       MNDT
 OP0460  HISTORY     - 1975     GOOD             MNDT
 OP0460
 OP0460                          STATION DESCRIPTION
 OP0460
 OP0460'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0460'2.7 MI W FROM JACKSON.
 OP0460'THE MARK IS LOCATED 2.7 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0460'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON, AND IS APPROXIMATELY 750 FEET
 OP0460'EAST OF MILEPOINT 71.  IT IS 97.5 FEET SOUTH OF AND 4 FEET LOWER THAN
 OP0460'THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90, 311.0 FEET
 OP0460'WEST-NORTHWEST OF THE NORTH END OF A 40 INCH CONCRETE CULVERT UNDER
 OP0460'FAI 90, 127.4 FEET EAST OF 15 INCH CONCRETE PIPE EXTENDING 12 INCH OUT
 OP0460'OF THE GROUND (CLEAN OUT FOR DRAIN TILE), 128 FEET EAST OF THE
 OP0460'EXTENDED FENCE LINE NORTH, AND 1.0 FOOT NORTH OF THE SOUTH
 OP0460'RIGHT-OF-WAY FENCE.  THE MARK A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 OP0460'AND VERTICAL CONTROL MONUMENT (VCM) IS CRIMPED TO THE TOP OF A 5/8
 OP0460'INCH DIAMETER BY 32 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH
 OP0460'THE GROUND.  IT IS 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  SW 1/4
 OP0460'SECTION 16, T 102N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0461 ***********************************************************************
 OP0461  DESIGNATION -  3280 Y RESET
 OP0461  PID         -  OP0461
 OP0461  STATE/COUNTY-  MN/JACKSON
 OP0461  COUNTRY     -  US
 OP0461  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0461
 OP0461                         *CURRENT SURVEY CONTROL
 OP0461  ______________________________________________________________________
 OP0461* NAD 83(1986) POSITION- 43 38 16.     (N) 095 02 02.     (W)   SCALED    
 OP0461* NAVD 88 ORTHO HEIGHT -   448.134  (meters)    1470.25  (feet) ADJUSTED  
 OP0461  ______________________________________________________________________
 OP0461  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 OP0461  DYNAMIC HEIGHT  -        448.029 (meters)     1469.91  (feet) COMP
 OP0461  MODELED GRAVITY -    980,371.0   (mgal)                       NAVD 88
 OP0461
 OP0461  VERT ORDER      -  FIRST     CLASS II
 OP0461
 OP0461.The horizontal coordinates were scaled from a topographic map and have
 OP0461.an estimated accuracy of +/- 6 seconds.
 OP0461.
 OP0461.The orthometric height was determined by differential leveling and
 OP0461.adjusted in June 1991.
 OP0461
 OP0461.The dynamic height is computed by dividing the NAVD 88
 OP0461.geopotential number by the normal gravity value computed on the
 OP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0461.degrees latitude (g = 980.6199 gals.).
 OP0461
 OP0461.The modeled gravity was interpolated from observed gravity values.
 OP0461
 OP0461;                    North         East    Units  Estimated Accuracy
 OP0461;SPC MN S     -   171,390.      716,570.      MT  (+/- 180 meters Scaled)
 OP0461
 OP0461                          SUPERSEDED SURVEY CONTROL
 OP0461
 OP0461.No superseded survey control is available for this station.
 OP0461
 OP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ359336(NAD 83)
 OP0461
 OP0461_MARKER: DD = SURVEY DISK
 OP0461_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0461_SP_SET: ABUTMENT
 OP0461_STAMPING: 3280 Y RESET 1974
 OP0461_MARK LOGO: MNDT  
 OP0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0461+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0461
 OP0461  HISTORY     - Date     Condition        Report By
 OP0461  HISTORY     - 1974     MONUMENTED       MNDT
 OP0461  HISTORY     - 1975     GOOD             MNDT
 OP0461  HISTORY     - 19900829 GOOD             NGS
 OP0461
 OP0461                          STATION DESCRIPTION
 OP0461
 OP0461'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0461'2.0 MI W FROM JACKSON.
 OP0461'THE MARK IS LOCATE 2.0 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0461'FAI 90 TRUNK HIGHWAY 71 AT JACKSON, AND IS AT MILEPOINT 71.75.  IT IS
 OP0461'24.0 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTER OF COUNTY ROAD
 OP0461'14.  THE MARK IS SET IN THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 32806
 OP0461'(COUNTY ROAD 14 OVER FAI 90).  SW 1/4 SECTION 15, T 102N, R 35W.
 OP0461
 OP0461                          STATION RECOVERY (1990)
 OP0461
 OP0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0461'3.3 KM (2.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0461'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.1 M (6.9 FT)
 OP0461'NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0461'COUNTY ROAD 14 OVERPASS (NUMBER 32806) OF THE HIGHWAY, 35.3 M (115.8
 OP0461'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0461'AND 7.6 M (24.9 FT) EAST OF AND LEVEL WITH THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0462 ***********************************************************************
 OP0462  DESIGNATION -  3280 Z RESET
 OP0462  PID         -  OP0462
 OP0462  STATE/COUNTY-  MN/JACKSON
 OP0462  COUNTRY     -  US
 OP0462  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0462
 OP0462                         *CURRENT SURVEY CONTROL
 OP0462  ______________________________________________________________________
 OP0462* NAD 83(1986) POSITION- 43 38 17.     (N) 095 00 58.     (W)   SCALED    
 OP0462* NAVD 88 ORTHO HEIGHT -   407.670  (meters)    1337.50  (feet) ADJUSTED  
 OP0462  ______________________________________________________________________
 OP0462  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 OP0462  DYNAMIC HEIGHT  -        407.574 (meters)     1337.18  (feet) COMP
 OP0462  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 OP0462
 OP0462  VERT ORDER      -  FIRST     CLASS II
 OP0462
 OP0462.The horizontal coordinates were scaled from a topographic map and have
 OP0462.an estimated accuracy of +/- 6 seconds.
 OP0462.
 OP0462.The orthometric height was determined by differential leveling and
 OP0462.adjusted in June 1991.
 OP0462
 OP0462.WARNING-Repeat measurements at this control monument indicate possible
 OP0462.vertical movement.
 OP0462
 OP0462.The dynamic height is computed by dividing the NAVD 88
 OP0462.geopotential number by the normal gravity value computed on the
 OP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0462.degrees latitude (g = 980.6199 gals.).
 OP0462
 OP0462.The modeled gravity was interpolated from observed gravity values.
 OP0462
 OP0462;                    North         East    Units  Estimated Accuracy
 OP0462;SPC MN S     -   171,410.      718,010.      MT  (+/- 180 meters Scaled)
 OP0462
 OP0462                          SUPERSEDED SURVEY CONTROL
 OP0462
 OP0462.No superseded survey control is available for this station.
 OP0462
 OP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ373336(NAD 83)
 OP0462
 OP0462_MARKER: DD = SURVEY DISK
 OP0462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0462_SP_SET: ABUTMENT
 OP0462_STAMPING: 3280 Z RESET 1974
 OP0462_MARK LOGO: MNDT  
 OP0462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0462+STABILITY: POSITION/ELEVATION WELL
 OP0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0462+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1990
 OP0462
 OP0462  HISTORY     - Date     Condition        Report By
 OP0462  HISTORY     - 1974     MONUMENTED       MNDT
 OP0462  HISTORY     - 1975     GOOD             MNDT
 OP0462  HISTORY     - 19900829 GOOD             NGS
 OP0462
 OP0462                          STATION DESCRIPTION
 OP0462
 OP0462'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0462'1.1 MI W FROM JACKSON.
 OP0462'THE MARK IS LOCATED 1.1 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0462'FAI 90 AND TRUNK HIGHWAY 71 AT JACKSON AND IS AT MILEPOINT 72.7.  IT
 OP0462'IS 26.0 FEET SOUTH OF AND 0.5 FEET HIGHER THAN THE CENTERLINE OF
 OP0462'EAST-BOUND FAI 90.  THE MARK IS SET IN THE SOUTH WEST CORNER OF BRIDGE
 OP0462'NUMBER 32808 (FAI 90 OVER A TOWNSHIP ROAD AND THE DES MOINES RIVER).
 OP0462'NE 1/4 SECTION 15, T 102N, R 35W.
 OP0462
 OP0462                          STATION RECOVERY (1990)
 OP0462
 OP0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0462'1.8 KM (1.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP0462'JUNCTION OF U.S. HIGHWAY 71 IN JACKSON, IN TOP OF AND 2.0 M (6.6 FT)
 OP0462'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE EASTBOUND
 OP0462'HIGHWAY BRIDGE SPANNING THE DES MOINES RIVER, AND 8.0 M (26.2 FT)
 OP0462'SOUTH OF AND LEVEL WITH THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5924 ***********************************************************************
 DF5924  DESIGNATION -  33
 DF5924  PID         -  DF5924
 DF5924  STATE/COUNTY-  MN/PINE
 DF5924  COUNTRY     -  US
 DF5924  USGS QUAD   -  HINCKLEY (1991)
 DF5924
 DF5924                         *CURRENT SURVEY CONTROL
 DF5924  ______________________________________________________________________
 DF5924* NAD 83(2007) POSITION- 46 01 05.80437(N) 092 59 25.30324(W)   ADJUSTED  
 DF5924* NAD 83(2007) ELLIP HT-   296.572 (meters)        (02/10/07)   ADJUSTED
 DF5924* NAD 83(2007) EPOCH   -  2002.00
 DF5924* NAVD 88 ORTHO HEIGHT -   324.1    (meters)    1063.    (feet) GPS OBS   
 DF5924  ______________________________________________________________________
 DF5924  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5924  GEOID HEIGHT    -        -27.51  (meters)                     GEOID03
 DF5924  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DF5924  NAD 83(2007) X  -   -231,472.644 (meters)                     COMP
 DF5924  NAD 83(2007) Y  - -4,431,022.477 (meters)                     COMP
 DF5924  NAD 83(2007) Z  -  4,566,872.073 (meters)                     COMP
 DF5924  LAPLACE CORR    -          4.43  (seconds)                    DEFLEC09
 DF5924
 DF5924  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5924  Type                                         Horiz  Ellip  Dist(km)
 DF5924  -------------------------------------------------------------------
 DF5924  NETWORK                                       0.73   0.53
 DF5924  -------------------------------------------------------------------
 DF5924  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.82   0.54      7.66
 DF5924  -------------------------------------------------------------------
 DF5924  NOTE: Click here for information on individual local accuracy
 DF5924  values and other accuracy information.
 DF5924
 DF5924
 DF5924.The horizontal coordinates were established by GPS observations
 DF5924.and adjusted by the National Geodetic Survey in February 2007.
 DF5924
 DF5924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5924.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5924
 DF5924.The horizontal coordinates are valid at the epoch date displayed above
 DF5924.which is a decimal equivalence of Year/Month/Day.
 DF5924
 DF5924.The orthometric height was determined by GPS observations and a
 DF5924.high-resolution geoid model.
 DF5924
 DF5924.Photographs are available for this station.
 DF5924
 DF5924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5924
 DF5924.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5924
 DF5924.The ellipsoidal height was determined by GPS observations
 DF5924.and is referenced to NAD 83.
 DF5924
 DF5924. The following values were computed from the NAD 83(2007) position.
 DF5924
 DF5924;                    North         East     Units Scale Factor Converg.
 DF5924;SPC MN C     -   213,953.161   897,533.342   MT  0.99993721   +0 54 40.3
 DF5924;SPC MN C     -   701,944.66  2,944,657.31   sFT  0.99993721   +0 54 40.3
 DF5924;UTM  15      - 5,096,078.462   500,746.046   MT  0.99960001   +0 00 25.0
 DF5924
 DF5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5924!SPC MN C     -   0.99995351  x   0.99993721  =   0.99989072
 DF5924!UTM  15      -   0.99995351  x   0.99960001  =   0.99955354
 DF5924
 DF5924                          SUPERSEDED SURVEY CONTROL
 DF5924
 DF5924  NAD 83(1996)-  46 01 05.80428(N)    092 59 25.30280(W) AD(       ) 1
 DF5924  ELLIP H (05/27/03)  296.613  (m)                       GP(       ) 3 1
 DF5924  NAVD 88 (05/27/03)  324.1    (m)  GEOID99 model used   GPS OBS        
 DF5924
 DF5924.Superseded values are not recommended for survey control.
 DF5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5924.See file dsdata.txt to determine how the superseded data were derived.
 DF5924
 DF5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL0074696078(NAD 83)
 DF5924
 DF5924_MARKER: DD = SURVEY DISK
 DF5924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5924_STAMPING: NO 33
 DF5924_MARK LOGO: MN-115
 DF5924_PROJECTION: FLUSH
 DF5924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5924+STABILITY: SURFACE MOTION
 DF5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5924+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2008
 DF5924
 DF5924  HISTORY     - Date     Condition        Report By
 DF5924  HISTORY     - 1999     MONUMENTED       MN-115
 DF5924  HISTORY     - 20081112 GOOD             MNDT
 DF5924
 DF5924                          STATION DESCRIPTION
 DF5924
 DF5924'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5924'2.5 MI (4.0 KM) WEST OF HINCKLEY ON CO RD 18, 73 FT (22.3 M) NORTH OF
 DF5924'CO RD 18, 23 FT (7.0 M) WEST OF FIELD ENTRANCE, 20 FT (6.1 M) NORTH OF
 DF5924'WEST END OF CULVERT, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5924
 DF5924                          STATION RECOVERY (2008)
 DF5924
 DF5924'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5924'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5924'THE MARK IS 2.5 MILES WEST OF HINCKLEY, 2.35 MILES WEST ALONG COUNTY
 DF5924'ROAD 18 FROM JUNCTION OF COUNTY ROAD 18 AND COUNTY ROAD 61 IN
 DF5924'HINCKLEY, 0.1 MILE EAST OF COUNTY ROAD 17, 0.1 MILES EAST OF WEST
 DF5924'CORNER OF SECTION 22, 73.0 FEET NORTH OF COUNTY ROAD 18, 23.0 FEET
 DF5924'WEST OF FIELD ENTRANCE, 20.0 FEET NORTH OF WEST END OF CULVERT, 2.0
 DF5924'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0713 ***********************************************************************
 SK0713  DESIGNATION -  33 CER
 SK0713  PID         -  SK0713
 SK0713  STATE/COUNTY-  MN/POLK
 SK0713  COUNTRY     -  US
 SK0713  USGS QUAD   -  TRAIL (1972)
 SK0713
 SK0713                         *CURRENT SURVEY CONTROL
 SK0713  ______________________________________________________________________
 SK0713* NAD 83(1986) POSITION- 47 46 40.     (N) 095 41 15.     (W)   SCALED    
 SK0713* NAVD 88 ORTHO HEIGHT -   373.316  (meters)    1224.79  (feet) ADJUSTED  
 SK0713  ______________________________________________________________________
 SK0713  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 SK0713  DYNAMIC HEIGHT  -        373.380 (meters)     1225.00  (feet) COMP
 SK0713  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 SK0713
 SK0713  VERT ORDER      -  SECOND    CLASS 0
 SK0713
 SK0713.The horizontal coordinates were scaled from a topographic map and have
 SK0713.an estimated accuracy of +/- 6 seconds.
 SK0713.
 SK0713.The orthometric height was determined by differential leveling and
 SK0713.adjusted in June 1991.
 SK0713
 SK0713.The dynamic height is computed by dividing the NAVD 88
 SK0713.geopotential number by the normal gravity value computed on the
 SK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0713.degrees latitude (g = 980.6199 gals.).
 SK0713
 SK0713.The modeled gravity was interpolated from observed gravity values.
 SK0713
 SK0713;                    North         East    Units  Estimated Accuracy
 SK0713;SPC MN N     -   245,300.      606,130.      MT  (+/- 180 meters Scaled)
 SK0713
 SK0713                          SUPERSEDED SURVEY CONTROL
 SK0713
 SK0713.No superseded survey control is available for this station.
 SK0713
 SK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN986950(NAD 83)
 SK0713
 SK0713_MARKER: DB = BENCH MARK DISK
 SK0713_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0713_SP_SET: COPPER-CLAD STEEL ROD
 SK0713_STAMPING: 33 CER 1967
 SK0713_MARK LOGO: USGS  
 SK0713_PROJECTION: FLUSH
 SK0713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0713+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SK0713_ROD/PIPE-DEPTH:  4.6 meters
 SK0713
 SK0713  HISTORY     - Date     Condition        Report By
 SK0713  HISTORY     - 1967     MONUMENTED       USGS
 SK0713  HISTORY     - 20020827 SEE DESCRIPTION  MNDT
 SK0713
 SK0713                          STATION DESCRIPTION
 SK0713
 SK0713'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 SK0713'0.5 KM (0.30 MI) ESE FROM TRAIL.
 SK0713'TRAIL, POLK CO., 0.15 MI SOUTH AND 0.25 MI EAST OF, T. 150 N., R. 39
 SK0713'W., NEAR THE SOUTH 1/16 CORNER OF SECTIONS 29 AND 30, 84 FT SOUTH AND
 SK0713'34 FT WEST OF A T-RD. SOUTH, AND 1.6 FT LOWER THAN, 2 FT SOUTH AND 3
 SK0713'FT WEST OF A FENCE CORNER, ON TOP OF A COPPER-CLAD STEEL ROD DRIVEN
 SK0713'TO A DEPTH OF 15 FEET, A STANDARD TABLET STAMPED 33 CER 1967.
 SK0713
 SK0713                          STATION RECOVERY (2002)
 SK0713
 SK0713'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SK0713'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0714 ***********************************************************************
 SK0714  DESIGNATION -  33 CER A TBM
 SK0714  PID         -  SK0714
 SK0714  STATE/COUNTY-  MN/POLK
 SK0714  COUNTRY     -  US
 SK0714  USGS QUAD   -  TRAIL (1972)
 SK0714
 SK0714                         *CURRENT SURVEY CONTROL
 SK0714  ______________________________________________________________________
 SK0714* NAD 83(1986) POSITION- 47 47 00.     (N) 095 42 31.     (W)   SCALED    
 SK0714* NAVD 88 ORTHO HEIGHT -   384.265  (meters)    1260.71  (feet) ADJUSTED  
 SK0714  ______________________________________________________________________
 SK0714  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 SK0714  DYNAMIC HEIGHT  -        384.331 (meters)     1260.93  (feet) COMP
 SK0714  MODELED GRAVITY -    980,772.0   (mgal)                       NAVD 88
 SK0714
 SK0714  VERT ORDER      -  SECOND    CLASS 0
 SK0714
 SK0714.The horizontal coordinates were scaled from a topographic map and have
 SK0714.an estimated accuracy of +/- 6 seconds.
 SK0714.
 SK0714.The orthometric height was determined by differential leveling and
 SK0714.adjusted in June 1991.
 SK0714
 SK0714.The dynamic height is computed by dividing the NAVD 88
 SK0714.geopotential number by the normal gravity value computed on the
 SK0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0714.degrees latitude (g = 980.6199 gals.).
 SK0714
 SK0714.The modeled gravity was interpolated from observed gravity values.
 SK0714
 SK0714;                    North         East    Units  Estimated Accuracy
 SK0714;SPC MN N     -   245,970.      604,570.      MT  (+/- 180 meters Scaled)
 SK0714
 SK0714                          SUPERSEDED SURVEY CONTROL
 SK0714
 SK0714.No superseded survey control is available for this station.
 SK0714
 SK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN971957(NAD 83)
 SK0714
 SK0714_MARKER: N = NAIL
 SK0714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SK0714_SP_SET: CENTERLINE OF HWY.
 SK0714_MARK LOGO: USGS  
 SK0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0714
 SK0714  HISTORY     - Date     Condition        Report By
 SK0714  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0714
 SK0714                          STATION DESCRIPTION
 SK0714
 SK0714'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0714'1.3 KM (0.80 MI) NW FROM TRAIL.
 SK0714'TBM 33 A, 1.0 MI WEST OF TABLET ALONG STATE HWY. 92, IN CENTER OF
 SK0714'ASPHALT HWY. AT A NORTH-SOUTH ROAD CROSSING, A COPPER NAIL AND
 SK0714'WASHER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5407 ***********************************************************************
 DG5407  DESIGNATION -  33 DRL
 DG5407  PID         -  DG5407
 DG5407  STATE/COUNTY-  MN/TODD
 DG5407  COUNTRY     -  US
 DG5407  USGS QUAD   -  LAKE OSAKIS WEST (1977)
 DG5407
 DG5407                         *CURRENT SURVEY CONTROL
 DG5407  ______________________________________________________________________
 DG5407* NAD 83(2007) POSITION- 45 58 08.10113(N) 095 08 10.53880(W)   ADJUSTED  
 DG5407* NAD 83(2007) ELLIP HT-   390.745 (meters)        (02/10/07)   ADJUSTED
 DG5407* NAD 83(2007) EPOCH   -  2002.00
 DG5407* NAVD 88 ORTHO HEIGHT -   417.1    (meters)    1368.    (feet) GPS OBS   
 DG5407  ______________________________________________________________________
 DG5407  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5407  GEOID HEIGHT    -        -26.34  (meters)                     GEOID99
 DG5407  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DG5407  NAD 83(2007) X  -   -397,585.772 (meters)                     COMP
 DG5407  NAD 83(2007) Y  - -4,423,243.630 (meters)                     COMP
 DG5407  NAD 83(2007) Z  -  4,563,127.816 (meters)                     COMP
 DG5407  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 DG5407
 DG5407  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5407  Type                                         Horiz  Ellip  Dist(km)
 DG5407  -------------------------------------------------------------------
 DG5407  NETWORK                                       0.91   0.94
 DG5407  -------------------------------------------------------------------
 DG5407  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.01   0.98     11.32
 DG5407  -------------------------------------------------------------------
 DG5407  NOTE: Click here for information on individual local accuracy
 DG5407  values and other accuracy information.
 DG5407
 DG5407
 DG5407.The horizontal coordinates were established by GPS observations
 DG5407.and adjusted by the National Geodetic Survey in February 2007.
 DG5407
 DG5407.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5407.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5407
 DG5407.The horizontal coordinates are valid at the epoch date displayed above
 DG5407.which is a decimal equivalence of Year/Month/Day.
 DG5407
 DG5407.The orthometric height was determined by GPS observations and a
 DG5407.high-resolution geoid model.
 DG5407
 DG5407.Photographs are available for this station.
 DG5407
 DG5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5407
 DG5407.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5407
 DG5407.The ellipsoidal height was determined by GPS observations
 DG5407.and is referenced to NAD 83.
 DG5407
 DG5407. The following values were computed from the NAD 83(2007) position.
 DG5407
 DG5407;                    North         East     Units Scale Factor Converg.
 DG5407;SPC MN C     -   208,075.549   731,314.280   MT  0.99994231   -0 38 28.0
 DG5407;SPC MN C     -   682,661.20  2,399,320.27   sFT  0.99994231   -0 38 28.0
 DG5407;UTM  15      - 5,092,812.794   334,493.029   MT  0.99993676   -1 32 10.5
 DG5407
 DG5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5407!SPC MN C     -   0.99993875  x   0.99994231  =   0.99988106
 DG5407!UTM  15      -   0.99993875  x   0.99993676  =   0.99987551
 DG5407
 DG5407                          SUPERSEDED SURVEY CONTROL
 DG5407
 DG5407  NAD 83(1996)-  45 58 08.10083(N)    095 08 10.53828(W) AD(       ) 1
 DG5407  ELLIP H (05/07/04)  390.776  (m)                       GP(       ) 4 1
 DG5407
 DG5407.Superseded values are not recommended for survey control.
 DG5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5407.See file dsdata.txt to determine how the superseded data were derived.
 DG5407
 DG5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3449392812(NAD 83)
 DG5407
 DG5407_MARKER: S = SPIKE
 DG5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5407_STAMPING: 3 DRL 1965
 DG5407_MARK LOGO: USGS  
 DG5407_PROJECTION: RECESSED 3 CENTIMETERS
 DG5407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5407+STABILITY: SURFACE MOTION
 DG5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5407+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5407
 DG5407  HISTORY     - Date     Condition        Report By
 DG5407  HISTORY     - 1965     MONUMENTED       USGS
 DG5407  HISTORY     - 2003     GOOD             MNDT
 DG5407
 DG5407                          STATION DESCRIPTION
 DG5407
 DG5407'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5407'6.5 MI NORTH OF OSAKIS, 7.60 MI NORTH ALONG CO RD 3 FROM THE JCT OF CO
 DG5407'RD 3 AND  TH 27 IN OSAKIS, THEN 1.5 MI EAST ON 230TH ST, THEN 0.50 MI
 DG5407'NORTH ON 111TH AVE, 53 FT SOUTH  AND 34 FT WEST OF RD AT BEND, 2.5 FT
 DG5407'WEST OF P-POLE, 1.2 FT EAST OFWIT POST, RECESSED 1 INCH,  MAGNETIC,
 DG5407'SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4410 ***********************************************************************
 DN4410  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4410  DESIGNATION -  33 HEH
 DN4410  PID         -  DN4410
 DN4410  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4410  COUNTRY     -  US
 DN4410  USGS QUAD   -  ROOSEVELT NE (1967)
 DN4410
 DN4410                         *CURRENT SURVEY CONTROL
 DN4410  ______________________________________________________________________
 DN4410* NAD 83(2007) POSITION- 48 54 31.00827(N) 095 04 11.08731(W)   ADJUSTED  
 DN4410* NAD 83(2007) ELLIP HT-   299.881 (meters)        (09/16/11)   ADJUSTED
 DN4410* NAD 83(2007) EPOCH   -  2002.00
 DN4410* NAVD 88 ORTHO HEIGHT -   328.75   (meters)    1078.6   (feet) GPS OBS   
 DN4410  ______________________________________________________________________
 DN4410  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 DN4410  NAD 83(2007) X  -   -371,173.306 (meters)                     COMP
 DN4410  NAD 83(2007) Y  - -4,183,864.701 (meters)                     COMP
 DN4410  NAD 83(2007) Z  -  4,784,111.116 (meters)                     COMP
 DN4410  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC09
 DN4410  HORZ ORDER      -  FIRST
 DN4410  ELLP ORDER      -  FIRST     CLASS I
 DN4410
 DN4410.The horizontal coordinates were established by GPS observations
 DN4410.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4410
 DN4410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4410.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4410
 DN4410.The horizontal coordinates are valid at the epoch date displayed above
 DN4410.which is a decimal equivalence of Year/Month/Day.
 DN4410
 DN4410.The orthometric height was determined by GPS observations and a
 DN4410.high-resolution geoid model using precise GPS observation and
 DN4410.processing techniques.
 DN4410
 DN4410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4410
 DN4410.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4410
 DN4410.The ellipsoidal height was determined by GPS observations
 DN4410.and is referenced to NAD 83.
 DN4410
 DN4410. The following values were computed from the NAD 83(2007) position.
 DN4410
 DN4410;                    North         East     Units Scale Factor Converg.
 DN4410;SPC MN N     -   369,634.657   655,610.840   MT  1.00007896   -1 27 36.1
 DN4410;SPC MN N     - 1,212,709.70  2,150,949.90   sFT  1.00007896   -1 27 36.1
 DN4410;UTM  15      - 5,419,361.740   348,341.198   MT  0.99988256   -1 33 36.7
 DN4410
 DN4410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4410!SPC MN N     -   0.99995301  x   1.00007896  =   1.00003196
 DN4410!UTM  15      -   0.99995301  x   0.99988256  =   0.99983557
 DN4410
 DN4410                          SUPERSEDED SURVEY CONTROL
 DN4410
 DN4410.No superseded survey control is available for this station.
 DN4410
 DN4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ4834119361(NAD 83)
 DN4410
 DN4410_MARKER: DD = SURVEY DISK
 DN4410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4410_STAMPING: 33 HEH 1966
 DN4410_MARK LOGO: USGS  
 DN4410_PROJECTION: PROJECTING 30 CENTIMETERS
 DN4410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4410+STABILITY: SURFACE MOTION
 DN4410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4410+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 DN4410
 DN4410  HISTORY     - Date     Condition        Report By
 DN4410  HISTORY     - 1966     MONUMENTED       USGS
 DN4410  HISTORY     - 20090602 GOOD             MNDT
 DN4410
 DN4410                          STATION DESCRIPTION
 DN4410
 DN4410'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DN4410'7.5 MILES NORTH NORTHEAST OF ROOSEVELT, FROM THE JUNCTION OF TRUNK
 DN4410'HIGHWAY 11 AND COUNTY ROAD 17 (IN ROOSEVELT) GO 7 MILES NORTH THEN 1
 DN4410'MILE EAST THEN 0.5 MILE NORTH ON COUNTY ROAD 17, 72 FEET WEST OF
 DN4410'COUNTY ROAD 17, 1 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0537 ***********************************************************************
 PQ0537  DESIGNATION -  33 LMT
 PQ0537  PID         -  PQ0537
 PQ0537  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0537  COUNTRY     -  US
 PQ0537  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0537
 PQ0537                         *CURRENT SURVEY CONTROL
 PQ0537  ______________________________________________________________________
 PQ0537* NAD 83(1986) POSITION- 44 57 00.     (N) 095 51 31.     (W)   SCALED    
 PQ0537* NAVD 88 ORTHO HEIGHT -   310.935  (meters)    1020.13  (feet) ADJUSTED  
 PQ0537  ______________________________________________________________________
 PQ0537  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 PQ0537  DYNAMIC HEIGHT  -        310.911 (meters)     1020.05  (feet) COMP
 PQ0537  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 PQ0537
 PQ0537  VERT ORDER      -  SECOND    CLASS 0
 PQ0537
 PQ0537.The horizontal coordinates were scaled from a topographic map and have
 PQ0537.an estimated accuracy of +/- 6 seconds.
 PQ0537.
 PQ0537.The orthometric height was determined by differential leveling and
 PQ0537.adjusted in June 1991.
 PQ0537
 PQ0537.Photographs are available for this station.
 PQ0537
 PQ0537.The dynamic height is computed by dividing the NAVD 88
 PQ0537.geopotential number by the normal gravity value computed on the
 PQ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0537.degrees latitude (g = 980.6199 gals.).
 PQ0537
 PQ0537.The modeled gravity was interpolated from observed gravity values.
 PQ0537
 PQ0537;                    North         East    Units  Estimated Accuracy
 PQ0537;SPC MN S     -   318,340.      653,350.      MT  (+/- 180 meters Scaled)
 PQ0537
 PQ0537                          SUPERSEDED SURVEY CONTROL
 PQ0537
 PQ0537  NGVD 29 (??/??/92)  310.765  (m)         1019.57   (f) ADJ UNCH    2 0
 PQ0537
 PQ0537.Superseded values are not recommended for survey control.
 PQ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0537.See file dsdata.txt to determine how the superseded data were derived.
 PQ0537
 PQ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK745813(NAD 83)
 PQ0537
 PQ0537_MARKER: DD = SURVEY DISK
 PQ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0537_STAMPING: 1020 33 LMT 1963
 PQ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0537+STABILITY: SURFACE MOTION
 PQ0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0537+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2010
 PQ0537
 PQ0537  HISTORY     - Date     Condition        Report By
 PQ0537  HISTORY     - 1963     MONUMENTED       USGS
 PQ0537  HISTORY     - 1974     GOOD             MNDT
 PQ0537  HISTORY     - 20101105 GOOD             INDIV
 PQ0537
 PQ0537                          STATION DESCRIPTION
 PQ0537
 PQ0537'DESCRIBED BY MN DEPT OF TRANSP 1974
 PQ0537'6.5 MI W FROM MONTEVIDEO.
 PQ0537'THE MARK WAS FOUND AS DESCRIBED, 7.0 MILES WEST ALONG T.H. 212 FROM
 PQ0537'THE JUNCTION OF T.H. 212 AND T.H. 59 IN MONTEVIDEO, THENCE, 1 MILE
 PQ0537'NORTH ALONG COUNTY ROAD 75.  IT IS 46 FEET EAST OF, AND 4 FEET LOWER
 PQ0537'THAN THE CENTER OF COUNTY ROAD 75, 35 FEET NORTH OF THE CENTER OF THE
 PQ0537'EAST-WEST TOWNSHIP ROAD, 15.8 FEET SOUTHWEST OF THE NORTH END OF AN 18
 PQ0537'INCH METAL CULVERT UNDER THE TOWNSHIP ROAD AND 2 FEET SOUTH-SOUTHWEST
 PQ0537'OF A POWER POLE.  IT IS 0.8 FEET SOUTH OF A STEEL WITNESS POST, IN AN
 PQ0537'MAGNETIC, CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND. SW 1/4,
 PQ0537'SEC 7, T 117N, R 41W.
 PQ0537
 PQ0537                          STATION RECOVERY (2010)
 PQ0537
 PQ0537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 PQ0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2933 ***********************************************************************
 DM2933  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2933  DESIGNATION -  33 LMT
 DM2933  PID         -  DM2933
 DM2933  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM2933  COUNTRY     -  US
 DM2933  USGS QUAD   -  HAZEL RUN (1965)
 DM2933
 DM2933                         *CURRENT SURVEY CONTROL
 DM2933  ______________________________________________________________________
 DM2933* NAD 83(2007) POSITION- 44 49 07.76779(N) 095 44 45.85492(W)   ADJUSTED  
 DM2933* NAD 83(2007) ELLIP HT-   292.487 (meters)        (08/30/10)   ADJUSTED
 DM2933* NAD 83(2007) EPOCH   -  2002.00
 DM2933* NAVD 88 ORTHO HEIGHT -   318.96   (meters)    1046.5   (feet) GPS OBS   
 DM2933  ______________________________________________________________________
 DM2933  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM2933  GEOID HEIGHT    -        -26.43  (meters)                     GEOID03
 DM2933  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DM2933  NAD 83(2007) X  -   -453,744.341 (meters)                     COMP
 DM2933  NAD 83(2007) Y  - -4,509,241.128 (meters)                     COMP
 DM2933  NAD 83(2007) Z  -  4,473,295.166 (meters)                     COMP
 DM2933  LAPLACE CORR    -         -2.25  (seconds)                    DEFLEC09
 DM2933  HORZ ORDER      -  FIRST
 DM2933  ELLP ORDER      -  THIRD     CLASS I
 DM2933
 DM2933.The horizontal coordinates were established by GPS observations
 DM2933.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2933
 DM2933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2933.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2933
 DM2933.The horizontal coordinates are valid at the epoch date displayed above
 DM2933.which is a decimal equivalence of Year/Month/Day.
 DM2933
 DM2933.The orthometric height was determined by GPS observations and a
 DM2933.high-resolution geoid model using precise GPS observation and
 DM2933.processing techniques.
 DM2933
 DM2933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2933
 DM2933.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2933
 DM2933.The ellipsoidal height was determined by GPS observations
 DM2933.and is referenced to NAD 83.
 DM2933
 DM2933. The following values were computed from the NAD 83(2007) position.
 DM2933
 DM2933;                    North         East     Units Scale Factor Converg.
 DM2933;SPC MN S     -   303,568.634   661,913.817   MT  0.99993735   -1 13 25.9
 DM2933;SPC MN S     -   995,958.09  2,171,628.91   sFT  0.99993735   -1 13 25.9
 DM2933;UTM  15      - 4,966,493.191   282,885.982   MT  1.00017969   -1 56 10.9
 DM2933
 DM2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2933!SPC MN S     -   0.99995414  x   0.99993735  =   0.99989150
 DM2933!UTM  15      -   0.99995414  x   1.00017969  =   1.00013382
 DM2933
 DM2933                          SUPERSEDED SURVEY CONTROL
 DM2933
 DM2933.No superseded survey control is available for this station.
 DM2933
 DM2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8288566493(NAD 83)
 DM2933
 DM2933_MARKER: DD = SURVEY DISK
 DM2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2933_STAMPING: 1046 33 LMT 1964
 DM2933_MARK LOGO: USGS  
 DM2933_PROJECTION: RECESSED 5 CENTIMETERS
 DM2933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2933+STABILITY: SURFACE MOTION
 DM2933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2933+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 DM2933
 DM2933  HISTORY     - Date     Condition        Report By
 DM2933  HISTORY     - 19640401 MONUMENTED       USGS
 DM2933  HISTORY     - 20090527 GOOD             MNDT
 DM2933
 DM2933                          STATION DESCRIPTION
 DM2933
 DM2933'DESCRIBED BY MN DEPT OF TRANSP 2009 (BJB)
 DM2933'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2933'THE MARK IS 3.6 MILES NORTHEAST OF CLARKFIELD, 1.9 MILES NORTH ON
 DM2933'TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY
 DM2933'67, 3.1 MILES EAST ON 290TH AVENUE, 259 FEET EAST OF COUNTY ROAD 8
 DM2933'(450TH STREET), 50.7 FEET SOUTH OF 290TH AVENUE, 2.0 FEET NORTH OF
 DM2933'POWER POLE, 0.4 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4963 ***********************************************************************
 DH4963  DESIGNATION -  33 RC
 DH4963  PID         -  DH4963
 DH4963  STATE/COUNTY-  MN/PINE
 DH4963  COUNTRY     -  US
 DH4963  USGS QUAD   -  WILBUR LAKE (1981)
 DH4963
 DH4963                         *CURRENT SURVEY CONTROL
 DH4963  ______________________________________________________________________
 DH4963* NAD 83(1986) POSITION- 46 00 40.66   (N) 092 31 42.60   (W)   HD_HELD1  
 DH4963* NAVD 88 ORTHO HEIGHT -   279.849  (meters)     918.14  (feet) ADJUSTED  
 DH4963  ______________________________________________________________________
 DH4963  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DH4963  DYNAMIC HEIGHT  -        279.874 (meters)      918.22  (feet) COMP
 DH4963  MODELED GRAVITY -    980,694.2   (mgal)                       NAVD 88
 DH4963
 DH4963  VERT ORDER      -  SECOND    CLASS I
 DH4963
 DH4963.The horizontal coordinates were established by differentially corrected
 DH4963.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DH4963.
 DH4963.The orthometric height was determined by differential leveling and
 DH4963.adjusted in March 2006.
 DH4963
 DH4963.No vertical observational check was made to the station.
 DH4963
 DH4963.Photographs are available for this station.
 DH4963
 DH4963.The dynamic height is computed by dividing the NAVD 88
 DH4963.geopotential number by the normal gravity value computed on the
 DH4963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4963.degrees latitude (g = 980.6199 gals.).
 DH4963
 DH4963.The modeled gravity was interpolated from observed gravity values.
 DH4963
 DH4963;                    North         East    Units  Estimated Accuracy
 DH4963;SPC MN C     -   213,850.0     933,307.2     MT  (+/- 3 meters HH1 GPS) 
 DH4963
 DH4963                          SUPERSEDED SURVEY CONTROL
 DH4963
 DH4963.No superseded survey control is available for this station.
 DH4963
 DH4963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3650195410(NAD 83)
 DH4963
 DH4963_MARKER: DB = BENCH MARK DISK
 DH4963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4963_STAMPING: 33 RC 1954 918
 DH4963_MARK LOGO: USGS  
 DH4963_PROJECTION: PROJECTING 0 CENTIMETERS
 DH4963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4963+STABILITY: SURFACE MOTION
 DH4963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4963+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2007
 DH4963
 DH4963  HISTORY     - Date     Condition        Report By
 DH4963  HISTORY     - 1954     MONUMENTED       USGS
 DH4963  HISTORY     - 19970409 GOOD             MNDT
 DH4963  HISTORY     - 20070920 GOOD             MNDT
 DH4963
 DH4963                          STATION DESCRIPTION
 DH4963
 DH4963'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DH4963'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8 MI (12.9 KM)
 DH4963'SOUTH AND 1 MI (1.6 KM) WEST OF DANBURY, 7.6 MI (12.2 KM) WEST OF
 DH4963'DANBURY, 0.1 MI (0.2 KM) EAST OF SEC COR, IN CREEK BOTTOM, 70 FT (21.3
 DH4963'M) SOUTH AND 39 FT (11.9 M) EAST OF TH 48 AT RD NORTH (CO RD 24,) AND
 DH4963'MAGNETIC.
 DH4963
 DH4963                          STATION RECOVERY (2007)
 DH4963
 DH4963'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DH4963'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4646 ***********************************************************************
 DF4646  DESIGNATION -  33 RDS
 DF4646  PID         -  DF4646
 DF4646  STATE/COUNTY-  MN/FARIBAULT
 DF4646  COUNTRY     -  US
 DF4646  USGS QUAD   -  OZA TANKA LAKEBED (1982)
 DF4646
 DF4646                         *CURRENT SURVEY CONTROL
 DF4646  ______________________________________________________________________
 DF4646* NAD 83(2007) POSITION- 43 40 36.67102(N) 093 53 14.26882(W)   ADJUSTED  
 DF4646* NAD 83(2007) ELLIP HT-   306.992 (meters)        (02/10/07)   ADJUSTED
 DF4646* NAD 83(2007) EPOCH   -  2002.00
 DF4646* NAVD 88 ORTHO HEIGHT -   335.9    (meters)    1102.    (feet) GPS OBS   
 DF4646  ______________________________________________________________________
 DF4646  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4646  GEOID HEIGHT    -        -28.82  (meters)                     GEOID99
 DF4646  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 DF4646  NAD 83(2007) X  -   -313,247.130 (meters)                     COMP
 DF4646  NAD 83(2007) Y  - -4,609,936.445 (meters)                     COMP
 DF4646  NAD 83(2007) Z  -  4,382,405.841 (meters)                     COMP
 DF4646  LAPLACE CORR    -         -5.86  (seconds)                    DEFLEC09
 DF4646
 DF4646  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4646  Type                                         Horiz  Ellip  Dist(km)
 DF4646  -------------------------------------------------------------------
 DF4646  NETWORK                                       1.05   0.88
 DF4646  -------------------------------------------------------------------
 DF4646  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.20   0.94      8.33
 DF4646  -------------------------------------------------------------------
 DF4646  NOTE: Click here for information on individual local accuracy
 DF4646  values and other accuracy information.
 DF4646
 DF4646
 DF4646.The horizontal coordinates were established by GPS observations
 DF4646.and adjusted by the National Geodetic Survey in February 2007.
 DF4646
 DF4646.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4646.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4646
 DF4646.The horizontal coordinates are valid at the epoch date displayed above
 DF4646.which is a decimal equivalence of Year/Month/Day.
 DF4646
 DF4646.The orthometric height was determined by GPS observations and a
 DF4646.high-resolution geoid model.
 DF4646
 DF4646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4646
 DF4646.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4646
 DF4646.The ellipsoidal height was determined by GPS observations
 DF4646.and is referenced to NAD 83.
 DF4646
 DF4646. The following values were computed from the NAD 83(2007) position.
 DF4646
 DF4646;                    North         East     Units Scale Factor Converg.
 DF4646;SPC MN S     -   175,214.093   809,088.627   MT  1.00002477   +0 04 44.4
 DF4646;SPC MN S     -   574,848.24  2,654,484.94   sFT  1.00002477   +0 04 44.4
 DF4646;UTM  15      - 4,836,365.115   428,476.659   MT  0.99966292   -0 36 46.0
 DF4646
 DF4646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4646!SPC MN S     -   0.99995186  x   1.00002477  =   0.99997663
 DF4646!UTM  15      -   0.99995186  x   0.99966292  =   0.99961480
 DF4646
 DF4646                          SUPERSEDED SURVEY CONTROL
 DF4646
 DF4646  NAD 83(1996)-  43 40 36.67032(N)    093 53 14.26824(W) AD(       ) 1
 DF4646  ELLIP H (03/20/03)  307.041  (m)                       GP(       ) 3 2
 DF4646
 DF4646.Superseded values are not recommended for survey control.
 DF4646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4646.See file dsdata.txt to determine how the superseded data were derived.
 DF4646
 DF4646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2847636365(NAD 83)
 DF4646
 DF4646_MARKER: DB = BENCH MARK DISK
 DF4646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4646_STAMPING: 33 RDS 1953
 DF4646_MARK LOGO: USGS  
 DF4646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4646+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2000
 DF4646
 DF4646  HISTORY     - Date     Condition        Report By
 DF4646  HISTORY     - 1953     MONUMENTED       USGS
 DF4646  HISTORY     - 20000523 GOOD             MNDT
 DF4646
 DF4646                          STATION DESCRIPTION
 DF4646
 DF4646'DESCRIBED BY MN DEPT OF TRANSP 2000 (TJA)
 DF4646'THE MARK WAS RECOVERED 2.2 MI (3.5 KM) NORTH AND 2 MI (3.2 KM) WEST OF
 DF4646'BRUSH CREEK, 200 FT (61.0 M) SOUTH AND 41 FT (12.5 M) EAST OF RD AT
 DF4646'PRIVATE RD EAST, 3 FT (0.9 M) SOUTH AND 2 FT (0.6 M) WEST OF P-POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2178 ***********************************************************************
 QO2178  DESIGNATION -  3301 A
 QO2178  PID         -  QO2178
 QO2178  STATE/COUNTY-  MN/KANABEC
 QO2178  COUNTRY     -  US
 QO2178  USGS QUAD   -  OGILVIE (1968)
 QO2178
 QO2178                         *CURRENT SURVEY CONTROL
 QO2178  ______________________________________________________________________
 QO2178* NAD 83(1986) POSITION- 45 49 37.82   (N) 093 26 22.05   (W)   HD_HELD1  
 QO2178* NAVD 88 ORTHO HEIGHT -   316.990  (meters)    1039.99  (feet) ADJUSTED  
 QO2178  ______________________________________________________________________
 QO2178  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 QO2178  DYNAMIC HEIGHT  -        316.989 (meters)     1039.99  (feet) COMP
 QO2178  MODELED GRAVITY -    980,605.2   (mgal)                       NAVD 88
 QO2178
 QO2178  VERT ORDER      -  SECOND    CLASS I
 QO2178
 QO2178.The horizontal coordinates were established by differentially corrected
 QO2178.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2178.
 QO2178.The orthometric height was determined by differential leveling and
 QO2178.adjusted in June 1991.
 QO2178
 QO2178.Photographs are available for this station.
 QO2178
 QO2178.The dynamic height is computed by dividing the NAVD 88
 QO2178.geopotential number by the normal gravity value computed on the
 QO2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2178.degrees latitude (g = 980.6199 gals.).
 QO2178
 QO2178.The modeled gravity was interpolated from observed gravity values.
 QO2178
 QO2178;                    North         East    Units  Estimated Accuracy
 QO2178;SPC MN C     -   192,259.5     862,978.9     MT  (+/- 3 meters HH1 GPS) 
 QO2178
 QO2178                          SUPERSEDED SURVEY CONTROL
 QO2178
 QO2178.No superseded survey control is available for this station.
 QO2178
 QO2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6586574939(NAD 83)
 QO2178
 QO2178_MARKER: DV = VERTICAL CONTROL DISK
 QO2178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2178_SP_SET: ALUMINUM ALLOY ROD
 QO2178_STAMPING: 3301 A 1984
 QO2178_MARK LOGO: MNDT  
 QO2178_PROJECTION: FLUSH
 QO2178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2178+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2178
 QO2178  HISTORY     - Date     Condition        Report By
 QO2178  HISTORY     - 1984     MONUMENTED       MNDT
 QO2178  HISTORY     - 20001030 GOOD             MNDT
 QO2178  HISTORY     - 20001130 GOOD             MNDT
 QO2178  HISTORY     - 20050430 GOOD             USPSQD
 QO2178  HISTORY     - 20100421 GOOD             MNDT
 QO2178
 QO2178                          STATION DESCRIPTION
 QO2178
 QO2178'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2178'0.7 MI SW FROM OGILVIE.
 QO2178'THE MARK IS LOCATED ABOUT 3/4 MILES SOUTHWEST OF THE TOWN OF OGILVIE,
 QO2178'IN THE NE 1/4 OF SECTION 34, T38N, R25W, 0.4 MILE SOUTHWEST ALONG
 QO2178'TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 47 AT THE WEST
 QO2178'EDGE OF OGILVIE, 60.9 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF TRUNK
 QO2178'HIGHWAY 23 AT MILEPOINT 247.0, 37 FEET EAST-NORTHEAST OF THE CENTER
 QO2178'OF AN ENTRANCE, 31.0 FEET SOUTH-SOUTHEAST OF MILEPOST 247, AND 1.0
 QO2178'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2178'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3301 A 1984---, IS
 QO2178'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM
 QO2178'ROD THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 QO2178'ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 23.  A MAGNET IN THE
 QO2178'DISK MAKES THE MARK MAGNETIC.
 QO2178
 QO2178                          STATION RECOVERY (2000)
 QO2178
 QO2178'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO2178'THE MARK WAS RECOVERED AS DESCRIBED,  FLUSH.
 QO2178
 QO2178                          STATION RECOVERY (2000)
 QO2178
 QO2178'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QO2178'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO2178'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
 QO2178
 QO2178                          STATION RECOVERY (2005)
 QO2178
 QO2178'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2178'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 QO2178
 QO2178                          STATION RECOVERY (2010)
 QO2178
 QO2178'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2179 ***********************************************************************
 QO2179  DESIGNATION -  3301 B
 QO2179  PID         -  QO2179
 QO2179  STATE/COUNTY-  MN/KANABEC
 QO2179  COUNTRY     -  US
 QO2179  USGS QUAD   -  OGILVIE (1968)
 QO2179
 QO2179                         *CURRENT SURVEY CONTROL
 QO2179  ______________________________________________________________________
 QO2179* NAD 83(1986) POSITION- 45 50 21.     (N) 093 25 09.     (W)   SCALED    
 QO2179* NAVD 88 ORTHO HEIGHT -   315.041  (meters)    1033.60  (feet) ADJUSTED  
 QO2179  ______________________________________________________________________
 QO2179  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 QO2179  DYNAMIC HEIGHT  -        315.040 (meters)     1033.59  (feet) COMP
 QO2179  MODELED GRAVITY -    980,604.6   (mgal)                       NAVD 88
 QO2179
 QO2179  VERT ORDER      -  SECOND    CLASS I
 QO2179
 QO2179.The horizontal coordinates were scaled from a topographic map and have
 QO2179.an estimated accuracy of +/- 6 seconds.
 QO2179.
 QO2179.The orthometric height was determined by differential leveling and
 QO2179.adjusted in June 1991.
 QO2179
 QO2179.The dynamic height is computed by dividing the NAVD 88
 QO2179.geopotential number by the normal gravity value computed on the
 QO2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2179.degrees latitude (g = 980.6199 gals.).
 QO2179
 QO2179.The modeled gravity was interpolated from observed gravity values.
 QO2179
 QO2179;                    North         East    Units  Estimated Accuracy
 QO2179;SPC MN C     -   193,610.      864,540.      MT  (+/- 180 meters Scaled)
 QO2179
 QO2179                          SUPERSEDED SURVEY CONTROL
 QO2179
 QO2179.No superseded survey control is available for this station.
 QO2179
 QO2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL674762(NAD 83)
 QO2179
 QO2179_MARKER: DV = VERTICAL CONTROL DISK
 QO2179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2179_SP_SET: ALUMINUM ALLOY ROD
 QO2179_STAMPING: 3301 B 1984
 QO2179_MARK LOGO: MNDT  
 QO2179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2179+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 QO2179
 QO2179  HISTORY     - Date     Condition        Report By
 QO2179  HISTORY     - 1984     MONUMENTED       MNDT
 QO2179  HISTORY     - 20001030 GOOD             MNDT
 QO2179  HISTORY     - 20001130 GOOD             MNDT
 QO2179  HISTORY     - 20050430 GOOD             USPSQD
 QO2179
 QO2179                          STATION DESCRIPTION
 QO2179
 QO2179'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2179'0.5 MI NORTH FROM OGILVIE.
 QO2179'THE MARK IS LOCATED ABOUT 1/2 MILE NORTH OF THE TOWN OF OGILVIE, NEAR
 QO2179'THE CENTER OF SECTION 26, T39N, R25W, 0.25 MILE NORTH ALONG COUNTY
 QO2179'ROAD 10 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 AT OGILVIE, THENCE
 QO2179'0.8 MILE NORTH AND EAST ALONG COUNTY ROAD 60, 44.5 FEET NORTH OF THE
 QO2179'CENTER OF COUNTY ROAD 60, 54.5 FEET EAST OF THE CENTER OF A FIELD
 QO2179'ENTRANCE, 83.3 FEET NORTH-NORTHEAST OF A POWER POLE, 2 FEET
 QO2179'WEST-SOUTHWEST OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS
 QO2179'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QO2179'DISK STAMPED---3301 B 1984---, IS SET ON THE TOP OF A 5/8 INCH
 QO2179'DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT
 QO2179'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE LEVEL
 QO2179'OF COUNTY ROAD 60.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QO2179
 QO2179                          STATION RECOVERY (2000)
 QO2179
 QO2179'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO2179'THE MARK WAS RECOVERED 0.3 MI (0.5 KM) NORTH ALONG CO RD 10 FROM JCT
 QO2179'OF TH 23 IN OGILVIE THEN 0.8 MI (1.3 KM) NORTH AND EAST ON CO RD 60,
 QO2179'44.5 FT (13.6 M) NORTH OF RD, 54.5 FT (16.6 M) EAST OF ENTRANCE, 83.3
 QO2179'FT (25.4 M) NNE OF P-POLE, 2 FT (0.6 M) SW OF P-POLE, 1.0 FT (0.3 M)
 QO2179'EAST OF WIT POST, PROJECTS 2 INCHES.
 QO2179
 QO2179                          STATION RECOVERY (2000)
 QO2179
 QO2179'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QO2179'THE MARK WAS RECOVERED IN GOOD CONDITION. 0.8 MI (1.3 KM) NORTH AND
 QO2179'EAST OF JCT OF CO RD 10 AND CO RD 60 ON CO RD 10.
 QO2179
 QO2179                          STATION RECOVERY (2005)
 QO2179
 QO2179'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2179'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2180 ***********************************************************************
 QO2180  DESIGNATION -  3301 C
 QO2180  PID         -  QO2180
 QO2180  STATE/COUNTY-  MN/KANABEC
 QO2180  COUNTRY     -  US
 QO2180  USGS QUAD   -  OGILVIE (1968)
 QO2180
 QO2180                         *CURRENT SURVEY CONTROL
 QO2180  ______________________________________________________________________
 QO2180* NAD 83(1986) POSITION- 45 50 34.     (N) 093 24 13.     (W)   SCALED    
 QO2180* NAVD 88 ORTHO HEIGHT -   315.313  (meters)    1034.49  (feet) ADJUSTED  
 QO2180  ______________________________________________________________________
 QO2180  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 QO2180  DYNAMIC HEIGHT  -        315.311 (meters)     1034.48  (feet) COMP
 QO2180  MODELED GRAVITY -    980,602.9   (mgal)                       NAVD 88
 QO2180
 QO2180  VERT ORDER      -  SECOND    CLASS I
 QO2180
 QO2180.The horizontal coordinates were scaled from a topographic map and have
 QO2180.an estimated accuracy of +/- 6 seconds.
 QO2180.
 QO2180.The orthometric height was determined by differential leveling and
 QO2180.adjusted in June 1991.
 QO2180
 QO2180.The dynamic height is computed by dividing the NAVD 88
 QO2180.geopotential number by the normal gravity value computed on the
 QO2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2180.degrees latitude (g = 980.6199 gals.).
 QO2180
 QO2180.The modeled gravity was interpolated from observed gravity values.
 QO2180
 QO2180;                    North         East    Units  Estimated Accuracy
 QO2180;SPC MN C     -   194,020.      865,750.      MT  (+/- 180 meters Scaled)
 QO2180
 QO2180                          SUPERSEDED SURVEY CONTROL
 QO2180
 QO2180.No superseded survey control is available for this station.
 QO2180
 QO2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL686766(NAD 83)
 QO2180
 QO2180_MARKER: DB = BENCH MARK DISK
 QO2180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2180_SP_SET: ALUMINUM ALLOY ROD
 QO2180_STAMPING: 3301 C 1984
 QO2180_MARK LOGO: MNDT  
 QO2180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2180
 QO2180  HISTORY     - Date     Condition        Report By
 QO2180  HISTORY     - 1984     MONUMENTED       MNDT
 QO2180  HISTORY     - 20050430 MARK NOT FOUND   USPSQD
 QO2180
 QO2180                          STATION DESCRIPTION
 QO2180
 QO2180'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2180'1.5 MI ENE FROM OGILVIE.
 QO2180'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE TOWN OF
 QO2180'OGILVIE, IN THE NW 1/4 OF SECTION 25, T39N, R25W, 0.25 MILE NORTH
 QO2180'ALONG COUNTY ROAD 10 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 AT
 QO2180'OGILVIE, THENCE 1.6 MILES NORTH AND EAST ALONG COUNTY ROAD 60, 59
 QO2180'FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 60, 27.5 FEET
 QO2180'EAST-NORTHEAST OF THE CENTER OF AN ENTRANCE, 14.6 FEET NORTHWEST OF
 QO2180'THE NORTH RAIL OF THE RAILROAD TRACKS, 5.7 FEET WEST OF A 1 MILE
 QO2180'SOUTH SIGNPOST, AND 1.1 FOOT SOUTH OF A STEEL WITNESS POST.  THE
 QO2180'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QO2180'STAMPED---3301 C 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 QO2180'45 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 QO2180'THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF COUNTY ROAD 60.  A
 QO2180'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QO2180
 QO2180                          STATION RECOVERY (2005)
 QO2180
 QO2180'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2180'MARK NOT RECOVERED, RAIL ROAD IS NOW ABANDONED, ROAD BED IS USED AS A
 QO2180'ATV TRAIL. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2181 ***********************************************************************
 QO2181  DESIGNATION -  3301 D
 QO2181  PID         -  QO2181
 QO2181  STATE/COUNTY-  MN/KANABEC
 QO2181  COUNTRY     -  US
 QO2181  USGS QUAD   -  OGILVIE (1968)
 QO2181
 QO2181                         *CURRENT SURVEY CONTROL
 QO2181  ______________________________________________________________________
 QO2181* NAD 83(1986) POSITION- 45 50 45.     (N) 093 22 33.     (W)   SCALED    
 QO2181* NAVD 88 ORTHO HEIGHT -   318.014  (meters)    1043.35  (feet) ADJUSTED  
 QO2181  ______________________________________________________________________
 QO2181  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 QO2181  DYNAMIC HEIGHT  -        318.012 (meters)     1043.34  (feet) COMP
 QO2181  MODELED GRAVITY -    980,599.5   (mgal)                       NAVD 88
 QO2181
 QO2181  VERT ORDER      -  SECOND    CLASS I
 QO2181
 QO2181.The horizontal coordinates were scaled from a topographic map and have
 QO2181.an estimated accuracy of +/- 6 seconds.
 QO2181.
 QO2181.The orthometric height was determined by differential leveling and
 QO2181.adjusted in June 1991.
 QO2181
 QO2181.The dynamic height is computed by dividing the NAVD 88
 QO2181.geopotential number by the normal gravity value computed on the
 QO2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2181.degrees latitude (g = 980.6199 gals.).
 QO2181
 QO2181.The modeled gravity was interpolated from observed gravity values.
 QO2181
 QO2181;                    North         East    Units  Estimated Accuracy
 QO2181;SPC MN C     -   194,390.      867,900.      MT  (+/- 180 meters Scaled)
 QO2181
 QO2181                          SUPERSEDED SURVEY CONTROL
 QO2181
 QO2181.No superseded survey control is available for this station.
 QO2181
 QO2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL708769(NAD 83)
 QO2181
 QO2181_MARKER: DB = BENCH MARK DISK
 QO2181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2181_SP_SET: ALUMINUM ALLOY ROD
 QO2181_STAMPING: 3301 D 1984
 QO2181_MARK LOGO: MNDT  
 QO2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2181
 QO2181  HISTORY     - Date     Condition        Report By
 QO2181  HISTORY     - 1984     MONUMENTED       MNDT
 QO2181
 QO2181                          STATION DESCRIPTION
 QO2181
 QO2181'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2181'2.5 MI ENE FROM OGILVIE.
 QO2181'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST-NORTHEAST OF THE TOWN OF
 QO2181'OGILVIE, IN THE NE 1/4 OF SECTION 30, T39N, R24W, 2.0 MILES EAST
 QO2181'ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 47 ABOUT
 QO2181'0.8 MILE EAST OF OGILVIE, THENCE 1.0 MILE NORTH ALONG COUNTY ROAD 12
 QO2181'TO COUNTY ROAD 60, THENCE 0.4 MILE WEST ALONG COUNTY ROAD 60, 32 FEET
 QO2181'SOUTH OF THE CENTER OF COUNTY ROAD 60, 56.8 FEET SOUTH-SOUTHWEST OF A
 QO2181'TELEPHONE CABLE PEDESTAL, 61.0 FEET SOUTH-SOUTHEAST OF A MAILBOX
 QO2181'POST, 2 FEET NORTH OF A POWER POLE WITH AN ANCHOR WIRE, AND 4.3 FEET
 QO2181'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 QO2181'VERTICAL CONTROL MONUMENT DISK STAMPED---3301 D 1984---, IS SET ON
 QO2181'THE TOP OF A 5/8 INCH DIAMETER BY 12 FOOT LONG ALUMINUM ROD DRIVEN TO
 QO2181'REFUSAL THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 QO2181'ABOUT 1 FOOT BELOW THE LEVEL OF COUNTY ROAD 60.  A MAGNET IN THE DISK
 QO2181'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2182 ***********************************************************************
 QO2182  DESIGNATION -  3301 E
 QO2182  PID         -  QO2182
 QO2182  STATE/COUNTY-  MN/KANABEC
 QO2182  COUNTRY     -  US
 QO2182  USGS QUAD   -  MORA SOUTH (1980)
 QO2182
 QO2182                         *CURRENT SURVEY CONTROL
 QO2182  ______________________________________________________________________
 QO2182* NAD 83(1986) POSITION- 45 50 36.     (N) 093 22 08.     (W)   SCALED    
 QO2182* NAVD 88 ORTHO HEIGHT -   319.821  (meters)    1049.28  (feet) ADJUSTED  
 QO2182  ______________________________________________________________________
 QO2182  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 QO2182  DYNAMIC HEIGHT  -        319.818 (meters)     1049.27  (feet) COMP
 QO2182  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 QO2182
 QO2182  VERT ORDER      -  SECOND    CLASS I
 QO2182
 QO2182.The horizontal coordinates were scaled from a topographic map and have
 QO2182.an estimated accuracy of +/- 6 seconds.
 QO2182.
 QO2182.The orthometric height was determined by differential leveling and
 QO2182.adjusted in June 1991.
 QO2182
 QO2182.Photographs are available for this station.
 QO2182
 QO2182.The dynamic height is computed by dividing the NAVD 88
 QO2182.geopotential number by the normal gravity value computed on the
 QO2182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2182.degrees latitude (g = 980.6199 gals.).
 QO2182
 QO2182.The modeled gravity was interpolated from observed gravity values.
 QO2182
 QO2182;                    North         East    Units  Estimated Accuracy
 QO2182;SPC MN C     -   194,110.      868,440.      MT  (+/- 180 meters Scaled)
 QO2182
 QO2182                          SUPERSEDED SURVEY CONTROL
 QO2182
 QO2182.No superseded survey control is available for this station.
 QO2182
 QO2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL713767(NAD 83)
 QO2182
 QO2182_MARKER: DV = VERTICAL CONTROL DISK
 QO2182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2182_SP_SET: ALUMINUM ALLOY ROD
 QO2182_STAMPING: 3301 E 1984
 QO2182_MARK LOGO: MNDT  
 QO2182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2182
 QO2182  HISTORY     - Date     Condition        Report By
 QO2182  HISTORY     - 1984     MONUMENTED       MNDT
 QO2182
 QO2182                          STATION DESCRIPTION
 QO2182
 QO2182'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2182'3 MI ENE FROM OGILVIE.
 QO2182'THE MARK IS LOCATED ABOUT 3 MILES EAST-NORTHEAST OF THE TOWN OF
 QO2182'OGILVIE, IN THE NE 1/4 OF SECTION 30, T39N, R24W, 2.0 MILES EAST
 QO2182'ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 47 ABOUT
 QO2182'0.8 MILE EAST OF OGILVIE, THENCE 0.8 MILE NORTH ALONG COUNTY ROAD 12,
 QO2182'58 FEET WEST OF THE CENTERLINE OF COUNTY ROAD 12, 21 FEET SOUTH OF
 QO2182'THE CENTER OF AN ENTRANCE, 54.5 FEET NORTH-NORTHWEST OF A POWER POLE,
 QO2182'AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QO2182'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3301 E
 QO2182'1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 25 FOOT LONG
 QO2182'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QO2182'ABOUT 1 FOOT BELOW THE LEVEL OF COUNTY ROAD 12.  A MAGNET IN THE DISK
 QO2182'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2183 ***********************************************************************
 QO2183  DESIGNATION -  3301 F
 QO2183  PID         -  QO2183
 QO2183  STATE/COUNTY-  MN/KANABEC
 QO2183  COUNTRY     -  US
 QO2183  USGS QUAD   -  MORA SOUTH (1980)
 QO2183
 QO2183                         *CURRENT SURVEY CONTROL
 QO2183  ______________________________________________________________________
 QO2183* NAD 83(1986) POSITION- 45 50 38.74   (N) 093 20 59.40   (W)   HD_HELD1  
 QO2183* NAVD 88 ORTHO HEIGHT -   298.709  (meters)     980.01  (feet) ADJUSTED  
 QO2183  ______________________________________________________________________
 QO2183  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 QO2183  DYNAMIC HEIGHT  -        298.707 (meters)      980.01  (feet) COMP
 QO2183  MODELED GRAVITY -    980,599.8   (mgal)                       NAVD 88
 QO2183
 QO2183  VERT ORDER      -  SECOND    CLASS I
 QO2183
 QO2183.The horizontal coordinates were established by differentially corrected
 QO2183.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2183.
 QO2183.The orthometric height was determined by differential leveling and
 QO2183.adjusted in June 1991.
 QO2183
 QO2183.Photographs are available for this station.
 QO2183
 QO2183.The dynamic height is computed by dividing the NAVD 88
 QO2183.geopotential number by the normal gravity value computed on the
 QO2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2183.degrees latitude (g = 980.6199 gals.).
 QO2183
 QO2183.The modeled gravity was interpolated from observed gravity values.
 QO2183
 QO2183;                    North         East    Units  Estimated Accuracy
 QO2183;SPC MN C     -   194,215.3     869,921.1     MT  (+/- 3 meters HH1 GPS) 
 QO2183
 QO2183                          SUPERSEDED SURVEY CONTROL
 QO2183
 QO2183.No superseded survey control is available for this station.
 QO2183
 QO2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7283576785(NAD 83)
 QO2183
 QO2183_MARKER: DV = VERTICAL CONTROL DISK
 QO2183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2183_SP_SET: ALUMINUM ALLOY ROD
 QO2183_STAMPING: 3301 F 1984
 QO2183_MARK LOGO: MNDT  
 QO2183_PROJECTION: PROJECTING 3 CENTIMETERS
 QO2183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2183+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2183
 QO2183  HISTORY     - Date     Condition        Report By
 QO2183  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2183  HISTORY     - 20100422 GOOD             MNDT
 QO2183
 QO2183                          STATION DESCRIPTION
 QO2183
 QO2183'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2183'3 MI SE FROM MORA.
 QO2183'THE MARK IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE TOWN OF MORA, IN
 QO2183'THE NE 1/4 OF SECTION 29, T39N, R24W, 2.85 MILES WEST ALONG TRUNK
 QO2183'HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 1 MILE SOUTH
 QO2183'OF MORA, 75.3 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 23 AT
 QO2183'MILEPOINT 251.75, 20 FEET SOUTH-SOUTHWEST OF A 8 INCH DIAMETER PINE
 QO2183'TREE, 3.8 FEET EAST-NORTHEAST OF A POWER POLE, AND 1.1 FEET SOUTH OF
 QO2183'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QO2183'CONTROL MONUMENT DISK STAMPED---3301 F 1984---, IS SET ON THE TOP OF
 QO2183'A 5/8 INCH DIAMETER BY 24 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 QO2183'0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET BELOW
 QO2183'THE LEVEL OF TRUNK HIGHWAY 23.  A MAGNET IN THE DISK MAKES THE MARK
 QO2183'MAGNETIC.
 QO2183
 QO2183                          STATION RECOVERY (2010)
 QO2183
 QO2183'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2183'THE MARK IS 3.0 MI (4.8 KM) SOUTHEAST OF MORA.
 QO2183' 
 QO2183'TO REACH THE MARK GO 2.85 MI (4.6 KM) WEST ON TRUNK HIGHWAY 23 FROM
 QO2183'SOUTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65, AT TRUNK
 QO2183'HIGHWAY 23 MILE POINT 251.75.
 QO2183' 
 QO2183'IT IS 75.3 FT (23.0 M) SOUTHEAST OF TRUNK HIGHWAY 23, 2.5 FT (0.8 M)
 QO2183'EAST-NORTHEAST OF POWER POLE, 1.1 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2184 ***********************************************************************
 QO2184  DESIGNATION -  3301 G
 QO2184  PID         -  QO2184
 QO2184  STATE/COUNTY-  MN/KANABEC
 QO2184  COUNTRY     -  US
 QO2184  USGS QUAD   -  MORA SOUTH (1980)
 QO2184
 QO2184                         *CURRENT SURVEY CONTROL
 QO2184  ______________________________________________________________________
 QO2184* NAD 83(1986) POSITION- 45 51 07.11   (N) 093 20 16.54   (W)   HD_HELD1  
 QO2184* NAVD 88 ORTHO HEIGHT -   304.152  (meters)     997.87  (feet) ADJUSTED  
 QO2184  ______________________________________________________________________
 QO2184  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 QO2184  DYNAMIC HEIGHT  -        304.150 (meters)      997.87  (feet) COMP
 QO2184  MODELED GRAVITY -    980,602.7   (mgal)                       NAVD 88
 QO2184
 QO2184  VERT ORDER      -  SECOND    CLASS I
 QO2184
 QO2184.The horizontal coordinates were established by differentially corrected
 QO2184.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2184.
 QO2184.The orthometric height was determined by differential leveling and
 QO2184.adjusted in June 1991.
 QO2184
 QO2184.Photographs are available for this station.
 QO2184
 QO2184.The dynamic height is computed by dividing the NAVD 88
 QO2184.geopotential number by the normal gravity value computed on the
 QO2184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2184.degrees latitude (g = 980.6199 gals.).
 QO2184
 QO2184.The modeled gravity was interpolated from observed gravity values.
 QO2184
 QO2184;                    North         East    Units  Estimated Accuracy
 QO2184;SPC MN C     -   195,101.7     870,835.7     MT  (+/- 3 meters HH1 GPS) 
 QO2184
 QO2184                          SUPERSEDED SURVEY CONTROL
 QO2184
 QO2184.No superseded survey control is available for this station.
 QO2184
 QO2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7376377656(NAD 83)
 QO2184
 QO2184_MARKER: DV = VERTICAL CONTROL DISK
 QO2184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2184_SP_SET: ALUMINUM ALLOY ROD
 QO2184_STAMPING: 3301 G 1984
 QO2184_MARK LOGO: MNDT  
 QO2184_PROJECTION: PROJECTING 5 CENTIMETERS
 QO2184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2184+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2184
 QO2184  HISTORY     - Date     Condition        Report By
 QO2184  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2184  HISTORY     - 20100422 GOOD             MNDT
 QO2184
 QO2184                          STATION DESCRIPTION
 QO2184
 QO2184'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2184'2.5 MI WSW FROM MORA.
 QO2184'THE MARK IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF THE TOWN OF
 QO2184'MORA, NEAR THE CENTER OF SECTION 21, T39N, R24W, 2.05 MILES WEST
 QO2184'ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT
 QO2184'1 MILE SOUTH OF MORA, 110.8 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK
 QO2184'HIGHWAY 23, 39 FEET EAST OF THE CENTER OF SUNDET ROAD, 80 FEET
 QO2184'EAST-NORTHEAST OF A CORNER FENCE POST, 42 FEET SOUTH-SOUTHWEST OF A
 QO2184'CORNER FENCE POST, 2.8 FEET WEST OF A NORTH-SOUTH FENCELINE, AND 1.2
 QO2184'FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2184'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3301 G 1984---, IS
 QO2184'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM
 QO2184'ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 QO2184'ABOUT LEVEL WITH TRUNK HIGHWAY 23.  A MAGNET IN THE DISK MAKES THE
 QO2184'MARK MAGNETIC.
 QO2184
 QO2184                          STATION RECOVERY (2010)
 QO2184
 QO2184'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2184'THE MARK IS 2.5 MI (4.0 KM) WEST-SOUTHWEST OF MORA.
 QO2184' 
 QO2184'TO REACH THE MARK GO 2.05 MI (3.3 KM) WEST ALONG TRUNK HIGHWAY 23 FROM
 QO2184'SOUTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65, AT TRUNK
 QO2184'HIGHWAY 23 MILE POINT 252.55.
 QO2184' 
 QO2184'IT IS 110.8 FT (33.8 M) SOUTHEAST OF TRUNK HIGHWAY 23, 80.0 FT (24.4
 QO2184'M) EAST-NORTHEAST OF CORNER FENCE POST, 39.0 FT (11.9 M) EAST OF
 QO2184'SUNSET ROAD, 42.0 FT (12.8 M) SOUTH-SOUTHWEST OF CORNER FENCE POST,
 QO2184'2.8 FT (0.9 M) WEST OF A NORTH-SOUTH FENCE, 1.2 FT (0.4 M) SOUTH OF A
 QO2184'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2185 ***********************************************************************
 QO2185  DESIGNATION -  3301 H
 QO2185  PID         -  QO2185
 QO2185  STATE/COUNTY-  MN/KANABEC
 QO2185  COUNTRY     -  US
 QO2185  USGS QUAD   -  MORA SOUTH (1980)
 QO2185
 QO2185                         *CURRENT SURVEY CONTROL
 QO2185  ______________________________________________________________________
 QO2185* NAD 83(1986) POSITION- 45 51 12.50   (N) 093 19 32.63   (W)   HD_HELD1  
 QO2185* NAVD 88 ORTHO HEIGHT -   303.424  (meters)     995.48  (feet) ADJUSTED  
 QO2185  ______________________________________________________________________
 QO2185  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 QO2185  DYNAMIC HEIGHT  -        303.423 (meters)      995.48  (feet) COMP
 QO2185  MODELED GRAVITY -    980,603.4   (mgal)                       NAVD 88
 QO2185
 QO2185  VERT ORDER      -  SECOND    CLASS I
 QO2185
 QO2185.The horizontal coordinates were established by differentially corrected
 QO2185.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2185.
 QO2185.The orthometric height was determined by differential leveling and
 QO2185.adjusted in June 1991.
 QO2185
 QO2185.Photographs are available for this station.
 QO2185
 QO2185.The dynamic height is computed by dividing the NAVD 88
 QO2185.geopotential number by the normal gravity value computed on the
 QO2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2185.degrees latitude (g = 980.6199 gals.).
 QO2185
 QO2185.The modeled gravity was interpolated from observed gravity values.
 QO2185
 QO2185;                    North         East    Units  Estimated Accuracy
 QO2185;SPC MN C     -   195,279.1     871,781.0     MT  (+/- 3 meters HH1 GPS) 
 QO2185
 QO2185                          SUPERSEDED SURVEY CONTROL
 QO2185
 QO2185.No superseded survey control is available for this station.
 QO2185
 QO2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7471177819(NAD 83)
 QO2185
 QO2185_MARKER: DV = VERTICAL CONTROL DISK
 QO2185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2185_SP_SET: ALUMINUM ALLOY ROD
 QO2185_STAMPING: 3301 H 1984
 QO2185_MARK LOGO: MNDT  
 QO2185_PROJECTION: FLUSH
 QO2185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2185+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2185
 QO2185  HISTORY     - Date     Condition        Report By
 QO2185  HISTORY     - 1984     MONUMENTED       MNDT
 QO2185  HISTORY     - 20050430 GOOD             USPSQD
 QO2185  HISTORY     - 20100422 GOOD             MNDT
 QO2185
 QO2185                          STATION DESCRIPTION
 QO2185
 QO2185'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2185'1.5 MI SW FROM MORA.
 QO2185'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTHWEST OF THE TOWN OF MORA,
 QO2185'IN THE SW 1/4 OF SECTION 22, T39N, R24W, 1.45 MILES WEST ALONG TRUNK
 QO2185'HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 1 MILE SOUTH
 QO2185'OF MORA, 69.4 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 23 AT
 QO2185'MILEPOINT 253.15, 38.5 FEET WEST OF THE CENTER OF AN ENTRANCE, 92
 QO2185'FEET NORTHWEST OF A POWER POLE, 16.6 FEET WEST-NORTHWEST OF A CORNER
 QO2185'FENCE POST, 2.7 FEET NORTH OF AN EAST-WEST FENCELINE, AND 1.0 FOOT
 QO2185'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 QO2185'VERTICAL CONTROL MONUMENT DISK STAMPED---3301 H 1984---, IS SET ON
 QO2185'THE TOP OF A 5/8 INCH DIAMETER BY 40 FOOT LONG DRIVEN ALUMINUM ROD
 QO2185'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW
 QO2185'THE LEVEL OF TRUNK HIGHWAY 23.  A MAGNET IN THE DISK MAKES THE MARK
 QO2185'MAGNETIC.
 QO2185
 QO2185                          STATION RECOVERY (2005)
 QO2185
 QO2185'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2185'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED CLOSE TO FD NUMBER
 QO2185'A592. SPSPS, JRD
 QO2185
 QO2185                          STATION RECOVERY (2010)
 QO2185
 QO2185'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2185'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2186 ***********************************************************************
 QO2186  DESIGNATION -  3301 J
 QO2186  PID         -  QO2186
 QO2186  STATE/COUNTY-  MN/KANABEC
 QO2186  COUNTRY     -  US
 QO2186  USGS QUAD   -  MORA SOUTH (1980)
 QO2186
 QO2186                         *CURRENT SURVEY CONTROL
 QO2186  ______________________________________________________________________
 QO2186* NAD 83(1986) POSITION- 45 51 11.65   (N) 093 18 44.35   (W)   HD_HELD1  
 QO2186* NAVD 88 ORTHO HEIGHT -   310.223  (meters)    1017.79  (feet) ADJUSTED  
 QO2186  ______________________________________________________________________
 QO2186  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 QO2186  DYNAMIC HEIGHT  -        310.222 (meters)     1017.79  (feet) COMP
 QO2186  MODELED GRAVITY -    980,601.7   (mgal)                       NAVD 88
 QO2186
 QO2186  VERT ORDER      -  SECOND    CLASS I
 QO2186
 QO2186.The horizontal coordinates were established by differentially corrected
 QO2186.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2186.
 QO2186.The orthometric height was determined by differential leveling and
 QO2186.adjusted in June 1991.
 QO2186
 QO2186.Photographs are available for this station.
 QO2186
 QO2186.The dynamic height is computed by dividing the NAVD 88
 QO2186.geopotential number by the normal gravity value computed on the
 QO2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2186.degrees latitude (g = 980.6199 gals.).
 QO2186
 QO2186.The modeled gravity was interpolated from observed gravity values.
 QO2186
 QO2186;                    North         East    Units  Estimated Accuracy
 QO2186;SPC MN C     -   195,265.1     872,822.8     MT  (+/- 3 meters HH1 GPS) 
 QO2186
 QO2186                          SUPERSEDED SURVEY CONTROL
 QO2186
 QO2186.No superseded survey control is available for this station.
 QO2186
 QO2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7575277788(NAD 83)
 QO2186
 QO2186_MARKER: DV = VERTICAL CONTROL DISK
 QO2186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2186_SP_SET: ALUMINUM ALLOY ROD
 QO2186_STAMPING: 3301 J 1984
 QO2186_MARK LOGO: MNDT  
 QO2186_PROJECTION: PROJECTING 3 CENTIMETERS
 QO2186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2186+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2186
 QO2186  HISTORY     - Date     Condition        Report By
 QO2186  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2186  HISTORY     - 20050430 GOOD             USPSQD
 QO2186  HISTORY     - 20061219 MARK NOT FOUND   MNDT
 QO2186  HISTORY     - 20100422 GOOD             MNDT
 QO2186
 QO2186                          STATION DESCRIPTION
 QO2186
 QO2186'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2186'1 MI SSW FROM MORA.
 QO2186'THE MARK IS LOCATED ABOUT 1 MILE SOUTH-SOUTHWEST OF THE TOWN OF MORA,
 QO2186'IN THE SE 1/4 OF SECTION 22, T39N, R24W, 0.75 MILE WEST ALONG TRUNK
 QO2186'HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 1 MILE SOUTH
 QO2186'OF MORA, 75.3 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 23 AT
 QO2186'MILEPOINT 254.6, 1.7 FEET NORTHWEST OF A FENCE CORNER, AND 1.0 FOOT
 QO2186'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM
 QO2186'VERTICAL CONTROL MONUMENT DISK STAMPED---3301 J 1984---, IS SET ON
 QO2186'THE TOP OF A 5/8 INCH DIAMETER BY 20 FOOT LONG DRIVEN ALUMINUM ROD
 QO2186'THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1
 QO2186'FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 23.  A MAGNET IN THE DISK MAKES
 QO2186'THE MARK MAGNETIC.
 QO2186
 QO2186                          STATION RECOVERY (2005)
 QO2186
 QO2186'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2186'MARK RECOVERED IN GOOD CONDITION AS DESCRIBED NEAR MORA FIRE NUMBER A
 QO2186'801. SPSPS,JRD
 QO2186
 QO2186                          STATION RECOVERY (2006)
 QO2186
 QO2186'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO2186'THE MARK WAS NOT RECOVERED.
 QO2186
 QO2186                          STATION RECOVERY (2010)
 QO2186
 QO2186'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2186'A NEW DESCRIPTION FOLLOWS.
 QO2186' 
 QO2186'THE MARK IS 1.0 MI (1.6 KM) SOUTH-SOUTHWEST OF MORA.
 QO2186' 
 QO2186'TO REACH THE MARK GO 0.75 MI (1.2 KM) WEST ALONG TRUNK HIGHWAY 23 FROM
 QO2186'SOUTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65, AT TRUNK
 QO2186'HIGHWAY 23 MILE POINT 253.8.
 QO2186' 
 QO2186'IT IS 75.3 FT (23.0 M) SOUTH OF TRUNK HIGHWAY 23, 1.7 FT (0.5 M)
 QO2186'NORTHWEST OF A FENCE CORNER, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2187 ***********************************************************************
 QO2187  DESIGNATION -  3301 K
 QO2187  PID         -  QO2187
 QO2187  STATE/COUNTY-  MN/KANABEC
 QO2187  COUNTRY     -  US
 QO2187  USGS QUAD   -  OGILVIE (1968)
 QO2187
 QO2187                         *CURRENT SURVEY CONTROL
 QO2187  ______________________________________________________________________
 QO2187* NAD 83(1986) POSITION- 45 49 52.55   (N) 093 22 45.28   (W)   HD_HELD1  
 QO2187* NAVD 88 ORTHO HEIGHT -   323.465  (meters)    1061.23  (feet) ADJUSTED  
 QO2187  ______________________________________________________________________
 QO2187  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 QO2187  DYNAMIC HEIGHT  -        323.463 (meters)     1061.23  (feet) COMP
 QO2187  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 QO2187
 QO2187  VERT ORDER      -  SECOND    CLASS I
 QO2187
 QO2187.The horizontal coordinates were established by differentially corrected
 QO2187.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2187.
 QO2187.The orthometric height was determined by differential leveling and
 QO2187.adjusted in June 1991.
 QO2187
 QO2187.Photographs are available for this station.
 QO2187
 QO2187.The dynamic height is computed by dividing the NAVD 88
 QO2187.geopotential number by the normal gravity value computed on the
 QO2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2187.degrees latitude (g = 980.6199 gals.).
 QO2187
 QO2187.The modeled gravity was interpolated from observed gravity values.
 QO2187
 QO2187;                    North         East    Units  Estimated Accuracy
 QO2187;SPC MN C     -   192,763.8     867,652.3     MT  (+/- 3 meters HH1 GPS) 
 QO2187
 QO2187                          SUPERSEDED SURVEY CONTROL
 QO2187
 QO2187.No superseded survey control is available for this station.
 QO2187
 QO2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7054575369(NAD 83)
 QO2187
 QO2187_MARKER: DV = VERTICAL CONTROL DISK
 QO2187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2187_SP_SET: ALUMINUM ALLOY ROD
 QO2187_STAMPING: 3301 K 1984
 QO2187_MARK LOGO: MNDT  
 QO2187_PROJECTION: PROJECTING 3 CENTIMETERS
 QO2187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2187+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2187
 QO2187  HISTORY     - Date     Condition        Report By
 QO2187  HISTORY     - 1984     MONUMENTED       MNDT
 QO2187  HISTORY     - 19950418 GOOD             MNDT
 QO2187  HISTORY     - 20100422 GOOD             MNDT
 QO2187
 QO2187                          STATION DESCRIPTION
 QO2187
 QO2187'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2187'2.2 MI EAST FROM OGILVIE.
 QO2187'THE MARK IS LOCATED ABOUT 2-1/4 MILES EAST OF THE TOWN OF OGILVIE, IN
 QO2187'THE NW 1/4 OF SECTION 31, T39N, R24W, 1.5 MILES EAST ALONG TRUNK
 QO2187'HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 47 ABOUT 0.8 MILE
 QO2187'EAST OF OGILVIE, 71.6 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 QO2187'23 AT MILEPOINT 249.95, 127 FEET EAST OF THE CENTER OF AN ENTRANCE,
 QO2187'94.5 FEET EAST OF A POWER POLE WITH A TRANSFORMER, 102.6 FEET
 QO2187'SOUTHWEST OF MILEPOST 250, 2 FEET NORTH-NORTHEAST OF A CORNER FENCE
 QO2187'POST, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 QO2187'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3301
 QO2187'K 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 25 FOOT LONG
 QO2187'DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 QO2187'GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 23.  A MAGNET IN THE
 QO2187'DISK MAKES THE MARK MAGNETIC.
 QO2187
 QO2187                          STATION RECOVERY (1995)
 QO2187
 QO2187'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QO2187'RECOVERED AS DESCRIBED.
 QO2187
 QO2187                          STATION RECOVERY (2010)
 QO2187
 QO2187'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2188 ***********************************************************************
 QO2188  DESIGNATION -  3301 L
 QO2188  PID         -  QO2188
 QO2188  STATE/COUNTY-  MN/KANABEC
 QO2188  COUNTRY     -  US
 QO2188  USGS QUAD   -  OGILVIE (1968)
 QO2188
 QO2188                         *CURRENT SURVEY CONTROL
 QO2188  ______________________________________________________________________
 QO2188* NAD 83(1986) POSITION- 45 49 53.68   (N) 093 23 39.14   (W)   HD_HELD1  
 QO2188* NAVD 88 ORTHO HEIGHT -   313.687  (meters)    1029.15  (feet) ADJUSTED  
 QO2188  ______________________________________________________________________
 QO2188  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 QO2188  DYNAMIC HEIGHT  -        313.685 (meters)     1029.15  (feet) COMP
 QO2188  MODELED GRAVITY -    980,600.1   (mgal)                       NAVD 88
 QO2188
 QO2188  VERT ORDER      -  SECOND    CLASS I
 QO2188
 QO2188.The horizontal coordinates were established by differentially corrected
 QO2188.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2188.
 QO2188.The orthometric height was determined by differential leveling and
 QO2188.adjusted in June 1991.
 QO2188
 QO2188.Photographs are available for this station.
 QO2188
 QO2188.The dynamic height is computed by dividing the NAVD 88
 QO2188.geopotential number by the normal gravity value computed on the
 QO2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2188.degrees latitude (g = 980.6199 gals.).
 QO2188
 QO2188.The modeled gravity was interpolated from observed gravity values.
 QO2188
 QO2188;                    North         East    Units  Estimated Accuracy
 QO2188;SPC MN C     -   192,786.1     866,489.6     MT  (+/- 3 meters HH1 GPS) 
 QO2188
 QO2188                          SUPERSEDED SURVEY CONTROL
 QO2188
 QO2188.No superseded survey control is available for this station.
 QO2188
 QO2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6938375410(NAD 83)
 QO2188
 QO2188_MARKER: DV = VERTICAL CONTROL DISK
 QO2188_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2188_SP_SET: BOX CULVERT
 QO2188_STAMPING: 3301 L 1984
 QO2188_MARK LOGO: MNDT  
 QO2188_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2188+STABILITY: SURFACE MOTION
 QO2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2188+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2188
 QO2188  HISTORY     - Date     Condition        Report By
 QO2188  HISTORY     - 1984     MONUMENTED       MNDT
 QO2188  HISTORY     - 19950418 GOOD             MNDT
 QO2188  HISTORY     - 20050430 GOOD             USPSQD
 QO2188  HISTORY     - 20070720 GOOD             INDIV
 QO2188  HISTORY     - 20100422 GOOD             MNDT
 QO2188
 QO2188                          STATION DESCRIPTION
 QO2188
 QO2188'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2188'1.5 MI EAST FROM OGILVIE.
 QO2188'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE TOWN OF OGILVIE, IN
 QO2188'THE SE 1/4 OF SECTION 25, T39N, R25W, 0.8 MILE EAST ALONG TRUNK
 QO2188'HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAY 47 ABOUT 0.8 MILE
 QO2188'EAST OF OGILVIE, 33.4 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 QO2188'23 AT MILEPOINT 249.25 AND 49 FEET EAST OF THE CENTER OF A FIELD
 QO2188'ENTRANCE, IN THE TOP OF THE NORTHEAST HEADWALL OF A CONCRETE BOX
 QO2188'CULVERT.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 QO2188'MONUMENT DISK STAMPED---3301 L 1984---, IS SET FLUSH IN A DRILL HOLE
 QO2188'IN THE TOP OF THE NORTHEAST HEADWALL OF THE BOX CULVERT AND IS ABOUT
 QO2188'1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 23.  A MAGNET IN THE DISK
 QO2188'MAKES THE MARK MAGNETIC.
 QO2188
 QO2188                          STATION RECOVERY (1995)
 QO2188
 QO2188'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QO2188'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 QO2188'1.5 MI (2.4 KM) EAST OF THE TOWN OF OGILVIE IN THE SE 1/4 OF SECTION
 QO2188'25, T39N, R25W.  TO REACH THE MARK FROM THE EAST JCT OF TH 23 AND TH
 QO2188'47, GO EAST ON TH 23 FOR 0.8 MI (1.3 KM) TO TH 23 MP 249.25 AND THE
 QO2188'MARK ON THE LEFT.  THE MARK, A DISK SET IN THE NE COR OF TH 23 BOX
 QO2188'CULVERT NO 8107, IS 33.5 FT (10.2 M) NORTH OF TH 23, 49 FT (14.9 M)
 QO2188'EAST OF A FIELD ENT, 10.8 FT (3.3 M) NORTH OF THE GUARD RAIL FENCE,
 QO2188'AND 1.4 FT (0.4 M) WEST OF A WITNESS POST.
 QO2188
 QO2188                          STATION RECOVERY (2005)
 QO2188
 QO2188'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2188'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.SPSPS. JRD
 QO2188
 QO2188                          STATION RECOVERY (2007)
 QO2188
 QO2188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (BAJ)
 QO2188'RECOVERED AS DESCRIBED.
 QO2188
 QO2188                          STATION RECOVERY (2010)
 QO2188
 QO2188'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2188'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2191 ***********************************************************************
 QO2191  DESIGNATION -  3301 P
 QO2191  PID         -  QO2191
 QO2191  STATE/COUNTY-  MN/KANABEC
 QO2191  COUNTRY     -  US
 QO2191  USGS QUAD   -  OGILVIE (1968)
 QO2191
 QO2191                         *CURRENT SURVEY CONTROL
 QO2191  ______________________________________________________________________
 QO2191* NAD 83(1986) POSITION- 45 49 11.21   (N) 093 27 36.77   (W)   HD_HELD1  
 QO2191* NAVD 88 ORTHO HEIGHT -   315.044  (meters)    1033.61  (feet) ADJUSTED  
 QO2191  ______________________________________________________________________
 QO2191  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 QO2191  DYNAMIC HEIGHT  -        315.044 (meters)     1033.61  (feet) COMP
 QO2191  MODELED GRAVITY -    980,605.5   (mgal)                       NAVD 88
 QO2191
 QO2191  VERT ORDER      -  SECOND    CLASS I
 QO2191
 QO2191.The horizontal coordinates were established by differentially corrected
 QO2191.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2191.
 QO2191.The orthometric height was determined by differential leveling and
 QO2191.adjusted in June 1991.
 QO2191
 QO2191.Photographs are available for this station.
 QO2191
 QO2191.The dynamic height is computed by dividing the NAVD 88
 QO2191.geopotential number by the normal gravity value computed on the
 QO2191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2191.degrees latitude (g = 980.6199 gals.).
 QO2191
 QO2191.The modeled gravity was interpolated from observed gravity values.
 QO2191
 QO2191;                    North         East    Units  Estimated Accuracy
 QO2191;SPC MN C     -   191,421.7     861,374.4     MT  (+/- 3 meters HH1 GPS) 
 QO2191
 QO2191                          SUPERSEDED SURVEY CONTROL
 QO2191
 QO2191.No superseded survey control is available for this station.
 QO2191
 QO2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6424974127(NAD 83)
 QO2191
 QO2191_MARKER: DV = VERTICAL CONTROL DISK
 QO2191_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2191_SP_SET: ALUMINUM ALLOY ROD
 QO2191_STAMPING: 3301 P 1985
 QO2191_MARK LOGO: MNDT  
 QO2191_PROJECTION: FLUSH
 QO2191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2191+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2191
 QO2191  HISTORY     - Date     Condition        Report By
 QO2191  HISTORY     - 1985     MONUMENTED       MNDT
 QO2191  HISTORY     - 20001030 GOOD             MNDT
 QO2191  HISTORY     - 20001130 GOOD             MNDT
 QO2191  HISTORY     - 20050430 GOOD             USPSQD
 QO2191  HISTORY     - 20100421 GOOD             MNDT
 QO2191
 QO2191                          STATION DESCRIPTION
 QO2191
 QO2191'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2191'1.5 MI WSW FROM OGILVIE.
 QO2191'THE MARK IS LOCATED 1.55 MILES WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23
 QO2191'FROM ITS JUNCTION WITH TRUNK HIGHWAY 47 (NEAR THE WEST CITY LIMITS OF
 QO2191'THE CITY OF OGILVIE), IN THE SOUTHEAST 1/4 OF SECTION 33, T39N, R25W,
 QO2191'74.9 FEET SOUTH-SOUTHEAST OF AND 3 FEET LOWER THAN THE CENTERLINE OF
 QO2191'TRUNK HIGHWAY 23 AT MILE POINT 245.85, 14.0 FEET WEST OF THE CENTER
 QO2191'OF AN ENTRANCE, 48.0 FEET WEST-SOUTHWEST OF A 12 INCH BIRCH TREE, AND
 QO2191'1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM
 QO2191'MNDT VERTICAL CONTROL MARK DISK STAMPED---3301 P 1985---, IS FASTENED
 QO2191'TO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 35 FOOT LONG ALUMINUM ROD
 QO2191'AND PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  A MAGNET IN
 QO2191'THE DISK MAKES THE MARK MAGNETIC.
 QO2191
 QO2191                          STATION RECOVERY (2000)
 QO2191
 QO2191'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO2191'THE MARK WAS RECOVERED AS DESCRIBED, FLUSH.
 QO2191
 QO2191                          STATION RECOVERY (2000)
 QO2191
 QO2191'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QO2191'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QO2191'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
 QO2191
 QO2191                          STATION RECOVERY (2005)
 QO2191
 QO2191'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2191'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 QO2191
 QO2191                          STATION RECOVERY (2010)
 QO2191
 QO2191'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2191'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2192 ***********************************************************************
 QO2192  DESIGNATION -  3301 Q
 QO2192  PID         -  QO2192
 QO2192  STATE/COUNTY-  MN/KANABEC
 QO2192  COUNTRY     -  US
 QO2192  USGS QUAD   -  OGILVIE (1968)
 QO2192
 QO2192                         *CURRENT SURVEY CONTROL
 QO2192  ______________________________________________________________________
 QO2192* NAD 83(1986) POSITION- 45 48 55.88   (N) 093 28 19.61   (W)   HD_HELD1  
 QO2192* NAVD 88 ORTHO HEIGHT -   322.423  (meters)    1057.82  (feet) ADJUSTED  
 QO2192  ______________________________________________________________________
 QO2192  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 QO2192  DYNAMIC HEIGHT  -        322.422 (meters)     1057.81  (feet) COMP
 QO2192  MODELED GRAVITY -    980,605.0   (mgal)                       NAVD 88
 QO2192
 QO2192  VERT ORDER      -  SECOND    CLASS I
 QO2192
 QO2192.The horizontal coordinates were established by differentially corrected
 QO2192.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2192.
 QO2192.The orthometric height was determined by differential leveling and
 QO2192.adjusted in June 1991.
 QO2192
 QO2192.Photographs are available for this station.
 QO2192
 QO2192.The dynamic height is computed by dividing the NAVD 88
 QO2192.geopotential number by the normal gravity value computed on the
 QO2192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2192.degrees latitude (g = 980.6199 gals.).
 QO2192
 QO2192.The modeled gravity was interpolated from observed gravity values.
 QO2192
 QO2192;                    North         East    Units  Estimated Accuracy
 QO2192;SPC MN C     -   190,939.2     860,454.3     MT  (+/- 3 meters HH1 GPS) 
 QO2192
 QO2192                          SUPERSEDED SURVEY CONTROL
 QO2192
 QO2192.No superseded survey control is available for this station.
 QO2192
 QO2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6332173659(NAD 83)
 QO2192
 QO2192_MARKER: DV = VERTICAL CONTROL DISK
 QO2192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2192_SP_SET: ALUMINUM ALLOY ROD
 QO2192_STAMPING: 3301 Q 1985
 QO2192_MARK LOGO: MNDT  
 QO2192_PROJECTION: PROJECTING 3 CENTIMETERS
 QO2192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2192+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2011
 QO2192
 QO2192  HISTORY     - Date     Condition        Report By
 QO2192  HISTORY     - 1985     MONUMENTED       MNDT
 QO2192  HISTORY     - 20100421 GOOD             MNDT
 QO2192  HISTORY     - 20110724 GOOD             GEOCAC
 QO2192
 QO2192                          STATION DESCRIPTION
 QO2192
 QO2192'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2192'2.2 MI WSW FROM OGILVIE.
 QO2192'THE MARK IS LOCATED ABOUT 2-1/4 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2192'OGILVIE IN THE NORTHWEST 1/4 OF SECTION 4, T38N, R25W, 2.15 MILES
 QO2192'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2192'HIGHWAY 47 (NEAR THE WEST EDGE OF OGILVIE), 89.3 FEET SOUTH-SOUTHEAST
 QO2192'OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 23 AT
 QO2192'MILE POINT 245.25, 89.5 FEET EAST OF THE CENTER OF COUNTY ROAD 52,
 QO2192'1.0 FOOT NORTH OF A STEEL WITNESS POST AND IS IN A ROW OF PINE TREES.
 QO2192'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MARK DISK
 QO2192'STAMPED---3301 Q 1985---, IS FASTENED TO THE TOP OF A DRIVEN (TO
 QO2192'REFUSAL) 3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM ALLOY ROD AND
 QO2192'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  A MAGNET IN THE
 QO2192'DISK MAKES THE MARK MAGNETIC.
 QO2192
 QO2192                          STATION RECOVERY (2010)
 QO2192
 QO2192'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2192'RECOVERED AS DESCRIBED.
 QO2192
 QO2192                          STATION RECOVERY (2011)
 QO2192
 QO2192'RECOVERY NOTE BY GEOCACHING 2011 (ETK)
 QO2192'HH2 COORDINATES N45 48 55.8, W093 28 19.8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2193 ***********************************************************************
 QO2193  DESIGNATION -  3301 R
 QO2193  PID         -  QO2193
 QO2193  STATE/COUNTY-  MN/KANABEC
 QO2193  COUNTRY     -  US
 QO2193  USGS QUAD   -  OGILVIE (1968)
 QO2193
 QO2193                         *CURRENT SURVEY CONTROL
 QO2193  ______________________________________________________________________
 QO2193* NAD 83(1986) POSITION- 45 48 36.43   (N) 093 29 15.38   (W)   HD_HELD1  
 QO2193* NAVD 88 ORTHO HEIGHT -   323.095  (meters)    1060.02  (feet) ADJUSTED  
 QO2193  ______________________________________________________________________
 QO2193  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 QO2193  DYNAMIC HEIGHT  -        323.094 (meters)     1060.02  (feet) COMP
 QO2193  MODELED GRAVITY -    980,603.8   (mgal)                       NAVD 88
 QO2193
 QO2193  VERT ORDER      -  SECOND    CLASS I
 QO2193
 QO2193.The horizontal coordinates were established by differentially corrected
 QO2193.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2193.
 QO2193.The orthometric height was determined by differential leveling and
 QO2193.adjusted in June 1991.
 QO2193
 QO2193.Photographs are available for this station.
 QO2193
 QO2193.The dynamic height is computed by dividing the NAVD 88
 QO2193.geopotential number by the normal gravity value computed on the
 QO2193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2193.degrees latitude (g = 980.6199 gals.).
 QO2193
 QO2193.The modeled gravity was interpolated from observed gravity values.
 QO2193
 QO2193;                    North         East    Units  Estimated Accuracy
 QO2193;SPC MN C     -   190,327.1     859,256.2     MT  (+/- 3 meters HH1 GPS) 
 QO2193
 QO2193                          SUPERSEDED SURVEY CONTROL
 QO2193
 QO2193.No superseded survey control is available for this station.
 QO2193
 QO2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6211473066(NAD 83)
 QO2193
 QO2193_MARKER: DV = VERTICAL CONTROL DISK
 QO2193_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2193_SP_SET: ALUMINUM ALLOY ROD
 QO2193_STAMPING: 3301 R 1985
 QO2193_MARK LOGO: MNDT  
 QO2193_PROJECTION: PROJECTING 5 CENTIMETERS
 QO2193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2193+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2193
 QO2193  HISTORY     - Date     Condition        Report By
 QO2193  HISTORY     - 19850801 MONUMENTED       MNDT
 QO2193  HISTORY     - 20100421 GOOD             MNDT
 QO2193
 QO2193                          STATION DESCRIPTION
 QO2193
 QO2193'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2193'3.0 MI WSW FROM OGILVIE.
 QO2193'THE MARK IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2193'OGILVIE IN THE SOUTHWEST 1/4 OF SECTION 5, T38N, R25W, 3.05 MILES
 QO2193'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2193'HIGHWAY 47 NEAR THE WEST EDGE OF OGILVIE, 60.6 FEET SOUTH-SOUTHEAST
 QO2193'OF THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 244.35, 23.0 FEET WEST
 QO2193'OF THE CENTER OF AN ENTRANCE, 44.2 FEET WEST-SOUTHWEST OF A 10 INCH
 QO2193'OAK TREE, AND 0.2 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QO2193'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3301
 QO2193'R 1985---, IS FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 3/4 INCH
 QO2193'DIAMETER BY 16 FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.2 FOOT
 QO2193'ABOVE THE SURFACE OF THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 QO2193'MAGNETIC.
 QO2193
 QO2193                          STATION RECOVERY (2010)
 QO2193
 QO2193'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2193'THE MARK IS 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF OGILVIE.
 QO2193' 
 QO2193'TO REACH THE MARK GO 3.0 MI (4.8 KM) WEST-SOUTHWEST ALONG TRUNK
 QO2193'HIGHWAY 23 FROM WEST JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY
 QO2193'47, AT TRUNK HIGHWAY 23 MILE POINT 244.45.
 QO2193' 
 QO2193'IT IS 60.6 FT (18.5 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 23.0 FT
 QO2193'(7.0 M) WEST OF ENTRANCE NUMBER 1129, 1.2 FT (0.4 M) NORTH OF A
 QO2193'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2194 ***********************************************************************
 QO2194  DESIGNATION -  3301 S
 QO2194  PID         -  QO2194
 QO2194  STATE/COUNTY-  MN/KANABEC
 QO2194  COUNTRY     -  US
 QO2194  USGS QUAD   -  BOCK (1968)
 QO2194
 QO2194                         *CURRENT SURVEY CONTROL
 QO2194  ______________________________________________________________________
 QO2194* NAD 83(1986) POSITION- 45 48 16.89   (N) 093 30 11.59   (W)   HD_HELD1  
 QO2194* NAVD 88 ORTHO HEIGHT -   313.739  (meters)    1029.33  (feet) ADJUSTED  
 QO2194  ______________________________________________________________________
 QO2194  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 QO2194  DYNAMIC HEIGHT  -        313.738 (meters)     1029.32  (feet) COMP
 QO2194  MODELED GRAVITY -    980,601.3   (mgal)                       NAVD 88
 QO2194
 QO2194  VERT ORDER      -  SECOND    CLASS I
 QO2194
 QO2194.The horizontal coordinates were established by differentially corrected
 QO2194.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2194.
 QO2194.The orthometric height was determined by differential leveling and
 QO2194.adjusted in June 1991.
 QO2194
 QO2194.Photographs are available for this station.
 QO2194
 QO2194.The dynamic height is computed by dividing the NAVD 88
 QO2194.geopotential number by the normal gravity value computed on the
 QO2194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2194.degrees latitude (g = 980.6199 gals.).
 QO2194
 QO2194.The modeled gravity was interpolated from observed gravity values.
 QO2194
 QO2194;                    North         East    Units  Estimated Accuracy
 QO2194;SPC MN C     -   189,712.3     858,048.4     MT  (+/- 3 meters HH1 GPS) 
 QO2194
 QO2194                          SUPERSEDED SURVEY CONTROL
 QO2194
 QO2194.No superseded survey control is available for this station.
 QO2194
 QO2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6089772470(NAD 83)
 QO2194
 QO2194_MARKER: DV = VERTICAL CONTROL DISK
 QO2194_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2194_SP_SET: BOX CULVERT
 QO2194_STAMPING: 3301 S 1985
 QO2194_MARK LOGO: MNDT  
 QO2194_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2194+STABILITY: SURFACE MOTION
 QO2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2194+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2194
 QO2194  HISTORY     - Date     Condition        Report By
 QO2194  HISTORY     - 1985     MONUMENTED       MNDT
 QO2194  HISTORY     - 20100421 GOOD             MNDT
 QO2194
 QO2194                          STATION DESCRIPTION
 QO2194
 QO2194'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2194'3.8 MI WSW FROM OGILVIE.
 QO2194'THE MARK IS LOCATED ABOUT 3-3/4 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2194'OGILVIE IN THE NORTHEAST 1/4 OF SECTION 7, T38N, R25W, 3.85 MILES
 QO2194'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2194'HIGHWAY 47 NEAR THE WEST EDGE OF OGILVIE, 24.5 FEET SOUTH-SOUTHEAST
 QO2194'OF AND ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 27 AT
 QO2194'MILEPOINT 243.6, AND 0.6 FOOT WEST OF THE EAST END OF A BOX CULVERT.
 QO2194'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 QO2194'STAMPED---3301 S 1985---, IS CEMENTED IN A DRILL HOLE IN THE HEADWALL
 QO2194'IN THE SOUTHEAST CORNER OF A TWIN BOX CULVERT (BRIDGE NUMBER 6072).
 QO2194
 QO2194                          STATION RECOVERY (2010)
 QO2194
 QO2194'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2194'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2195 ***********************************************************************
 QO2195  DESIGNATION -  3301 T
 QO2195  PID         -  QO2195
 QO2195  STATE/COUNTY-  MN/KANABEC
 QO2195  COUNTRY     -  US
 QO2195  USGS QUAD   -  BOCK (1968)
 QO2195
 QO2195                         *CURRENT SURVEY CONTROL
 QO2195  ______________________________________________________________________
 QO2195* NAD 83(1986) POSITION- 45 48 03.6    (N) 093 30 51.3    (W)   HD_HELD2  
 QO2195* NAVD 88 ORTHO HEIGHT -   325.747  (meters)    1068.72  (feet) ADJUSTED  
 QO2195  ______________________________________________________________________
 QO2195  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO2195  DYNAMIC HEIGHT  -        325.745 (meters)     1068.72  (feet) COMP
 QO2195  MODELED GRAVITY -    980,599.9   (mgal)                       NAVD 88
 QO2195
 QO2195  VERT ORDER      -  SECOND    CLASS I
 QO2195
 QO2195.The horizontal coordinates were established by autonomous hand held GPS
 QO2195.observations and have an estimated accuracy of +/- 10 meters.
 QO2195.
 QO2195.The orthometric height was determined by differential leveling and
 QO2195.adjusted in June 1991.
 QO2195
 QO2195.Photographs are available for this station.
 QO2195
 QO2195.The dynamic height is computed by dividing the NAVD 88
 QO2195.geopotential number by the normal gravity value computed on the
 QO2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2195.degrees latitude (g = 980.6199 gals.).
 QO2195
 QO2195.The modeled gravity was interpolated from observed gravity values.
 QO2195
 QO2195;                    North         East    Units  Estimated Accuracy
 QO2195;SPC MN C     -   189,294.      857,195.      MT  (+/- 10 meters HH2 GPS)
 QO2195
 QO2195                          SUPERSEDED SURVEY CONTROL
 QO2195
 QO2195.No superseded survey control is available for this station.
 QO2195
 QO2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6003772066(NAD 83)
 QO2195
 QO2195_MARKER: DV = VERTICAL CONTROL DISK
 QO2195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2195_SP_SET: ALUMINUM ALLOY ROD
 QO2195_STAMPING: 3301 T 1985
 QO2195_MARK LOGO: MNDT  
 QO2195_PROJECTION: PROJECTING 3 CENTIMETERS
 QO2195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2195+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2195
 QO2195  HISTORY     - Date     Condition        Report By
 QO2195  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2195  HISTORY     - 20100421 GOOD             MNDT
 QO2195
 QO2195                          STATION DESCRIPTION
 QO2195
 QO2195'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2195'4.5 MI WSW FROM OGILVIE.
 QO2195'THE MARK IS LOCATED ABOUT 4-1/2 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2195'OGILVIE IN THE NORTHWEST 1/4 OF SECTION 7, T38N, R25W, 4.45 MILES
 QO2195'WEST SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2195'HIGHWAY 47 NEAR THE WEST EDGE OF OGILVIE, 52.3 FEET NORTH-NORTHWEST
 QO2195'OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 23 AT MILE POINT
 QO2195'243.0, 78.3 FEET NORTHWEST OF MILEPOST 243, 1.0 FOOT SOUTH-SOUTH EAST
 QO2195'OF A STEEL WITNESS POST AND IS IN A ROW OF PINE TREES.  THE MARK, A
 QO2195'STANDARD ALUMINUM MNDT VERTICAL CONTROL MARK DISK STAMPED---3301 T
 QO2195'1985---, IS FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 3/4 INCH
 QO2195'DIAMETER BY 13 FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT
 QO2195'ABOVE THE SURFACE OF THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 QO2195'MAGNETIC.
 QO2195
 QO2195                          STATION RECOVERY (2010)
 QO2195
 QO2195'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2195'THE MARK IS 4.5 MI (7.2 KM) WEST-SOUTHWEST OF OGILVIE.
 QO2195' 
 QO2195'TO REACH THE MARK GO 4.45 MI (7.2 KM) WEST-SOUTHWEST ALONG TRUNK
 QO2195'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 47,
 QO2195'AT TRUNK HIGHWAY 23 MILE POINT 243.0, IN ROW OF PINE TREES.
 QO2195' 
 QO2195'IT IS 52.3 FT (15.9 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 78.3 FT
 QO2195'(23.9 M) NORTHWEST OF TRUNK HIGHWAY 23 MILEPOST 243, 1.0 FT (0.3 M)
 QO2195'SOUTH-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9919 ***********************************************************************
 DM9919  DESIGNATION -  3301 U
 DM9919  PID         -  DM9919
 DM9919  STATE/COUNTY-  MN/KANABEC
 DM9919  COUNTRY     -  US
 DM9919  USGS QUAD   -  MORA SOUTH (1980)
 DM9919
 DM9919                         *CURRENT SURVEY CONTROL
 DM9919  ______________________________________________________________________
 DM9919* NAD 83(2007) POSITION- 45 51 11.70344(N) 093 18 41.94333(W)   ADJUSTED  
 DM9919* NAD 83(2007) ELLIP HT-   279.746 (meters)        (07/18/11)   ADJUSTED
 DM9919* NAD 83(2007) EPOCH   -  2002.00
 DM9919* NAVD 88 ORTHO HEIGHT -   307.56   (meters)    1009.1   (feet) LEVELING  
 DM9919  ______________________________________________________________________
 DM9919  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DM9919  NAD 83(2007) X  -   -257,076.807 (meters)                     COMP
 DM9919  NAD 83(2007) Y  - -4,442,802.190 (meters)                     COMP
 DM9919  NAD 83(2007) Z  -  4,554,102.592 (meters)                     COMP
 DM9919  LAPLACE CORR    -         -4.29  (seconds)                    DEFLEC09
 DM9919  HORZ ORDER      -  FIRST
 DM9919  VERT ORDER      -  THIRD
 DM9919  ELLP ORDER      -  FOURTH    CLASS I
 DM9919
 DM9919.The horizontal coordinates were established by GPS observations
 DM9919.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9919
 DM9919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9919.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9919
 DM9919.The horizontal coordinates are valid at the epoch date displayed above
 DM9919.which is a decimal equivalence of Year/Month/Day.
 DM9919
 DM9919.The orthometric height was determined by differential leveling.
 DM9919.The vertical network tie was performed by a horz. field party for horz.
 DM9919.obs reductions. Reset procedures were used to establish the elevation.
 DM9919
 DM9919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9919
 DM9919.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9919
 DM9919.The ellipsoidal height was determined by GPS observations
 DM9919.and is referenced to NAD 83.
 DM9919
 DM9919. The following values were computed from the NAD 83(2007) position.
 DM9919
 DM9919;                    North         East     Units Scale Factor Converg.
 DM9919;SPC MN C     -   195,267.369   872,874.708   MT  0.99995714   +0 40 43.6
 DM9919;SPC MN C     -   640,639.69  2,863,756.44   sFT  0.99995714   +0 40 43.6
 DM9919;UTM  15      - 5,077,790.095   475,804.435   MT  0.99960720   -0 13 25.1
 DM9919
 DM9919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9919!SPC MN C     -   0.99995615  x   0.99995714  =   0.99991329
 DM9919!UTM  15      -   0.99995615  x   0.99960720  =   0.99956336
 DM9919
 DM9919                          SUPERSEDED SURVEY CONTROL
 DM9919
 DM9919.No superseded survey control is available for this station.
 DM9919
 DM9919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7580477790(NAD 83)
 DM9919
 DM9919_MARKER: DD = SURVEY DISK
 DM9919_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9919_STAMPING: 3301 U 2007
 DM9919_MARK LOGO: MNDT  
 DM9919_PROJECTION: FLUSH
 DM9919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM9919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9919+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 DM9919_ROD/PIPE-DEPTH:  4.6 meters
 DM9919
 DM9919  HISTORY     - Date     Condition        Report By
 DM9919  HISTORY     - 20070425 MONUMENTED       MNDT
 DM9919  HISTORY     - 20100422 GOOD             MNDT
 DM9919  HISTORY     - 20100422 GOOD             MNDT
 DM9919
 DM9919                          STATION DESCRIPTION
 DM9919
 DM9919'DESCRIBED BY MN DEPT OF TRANSP 2010 (MAS)
 DM9919'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9919'THE MARK IS 1.5 MILES SOUTHWEST OF MORA, 0.7 MILE WEST ALONG TRUNK
 DM9919'HIGHWAY 23 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DM9919'HIGHWAY 65 IN MORA, AT TRUNK HIGHWAY 23 MILEPOINT 253.85, 72.5 FEET
 DM9919'SOUTH OF TRUNK HIGHWAY 23, 2.5 FEET NORTH OF EAST/WEST FENCE, 1.8 FEET
 DM9919'EAST OF WITNESS POST.
 DM9919
 DM9919                          STATION RECOVERY (2010)
 DM9919
 DM9919'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM9919'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9920 ***********************************************************************
 DM9920  DESIGNATION -  3301 W
 DM9920  PID         -  DM9920
 DM9920  STATE/COUNTY-  MN/KANABEC
 DM9920  COUNTRY     -  US
 DM9920  USGS QUAD   -  OGILVIE (1968)
 DM9920
 DM9920                         *CURRENT SURVEY CONTROL
 DM9920  ______________________________________________________________________
 DM9920* NAD 83(2007) POSITION- 45 49 44.51450(N) 093 25 28.37971(W)   ADJUSTED  
 DM9920* NAD 83(2007) ELLIP HT-   287.198 (meters)        (07/18/11)   ADJUSTED
 DM9920* NAD 83(2007) EPOCH   -  2002.00
 DM9920* NAVD 88 ORTHO HEIGHT -   314.89   (meters)    1033.1   (feet) LEVELING  
 DM9920  ______________________________________________________________________
 DM9920  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DM9920  NAD 83(2007) X  -   -265,946.337 (meters)                     COMP
 DM9920  NAD 83(2007) Y  - -4,444,220.035 (meters)                     COMP
 DM9920  NAD 83(2007) Z  -  4,552,232.531 (meters)                     COMP
 DM9920  LAPLACE CORR    -         -4.17  (seconds)                    DEFLEC09
 DM9920  HORZ ORDER      -  FIRST
 DM9920  VERT ORDER      -  THIRD
 DM9920  ELLP ORDER      -  FOURTH    CLASS I
 DM9920
 DM9920.The horizontal coordinates were established by GPS observations
 DM9920.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9920
 DM9920.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9920.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9920
 DM9920.The horizontal coordinates are valid at the epoch date displayed above
 DM9920.which is a decimal equivalence of Year/Month/Day.
 DM9920
 DM9920.The orthometric height was determined by differential leveling.
 DM9920.The vertical network tie was performed by a horz. field party for horz.
 DM9920.obs reductions. Reset procedures were used to establish the elevation.
 DM9920
 DM9920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9920
 DM9920.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9920
 DM9920.The ellipsoidal height was determined by GPS observations
 DM9920.and is referenced to NAD 83.
 DM9920
 DM9920. The following values were computed from the NAD 83(2007) position.
 DM9920
 DM9920;                    North         East     Units Scale Factor Converg.
 DM9920;SPC MN C     -   192,478.083   864,135.061   MT  0.99996075   +0 35 49.6
 DM9920;SPC MN C     -   631,488.51  2,835,083.11   sFT  0.99996075   +0 35 49.6
 DM9920;UTM  15      - 5,075,139.667   467,025.023   MT  0.99961337   -0 18 16.3
 DM9920
 DM9920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9920!SPC MN C     -   0.99995498  x   0.99996075  =   0.99991573
 DM9920!UTM  15      -   0.99995498  x   0.99961337  =   0.99956836
 DM9920
 DM9920                          SUPERSEDED SURVEY CONTROL
 DM9920
 DM9920.No superseded survey control is available for this station.
 DM9920
 DM9920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6702575139(NAD 83)
 DM9920
 DM9920_MARKER: I = METAL ROD
 DM9920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9920_STAMPING: 3301 W 2010
 DM9920_MARK LOGO: MNDT  
 DM9920_PROJECTION: RECESSED 5 CENTIMETERS
 DM9920_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9920+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DM9920_ROD/PIPE-DEPTH:  9.1 meters
 DM9920
 DM9920  HISTORY     - Date     Condition        Report By
 DM9920  HISTORY     - 20100504 MONUMENTED       MNDT
 DM9920  HISTORY     - 20100504 GOOD             MNDT
 DM9920
 DM9920                          STATION DESCRIPTION
 DM9920
 DM9920'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9920'THE MARK IS IN OGILVIE, 0.3 MILE EAST ALONG TRUNK HIGHWAY 23 FROM THE
 DM9920'WEST JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 47 IN OGILVIE, AT
 DM9920'TRUNK HIGHWAY 23 MILEPOINT 247.75, 47.7 FEET NORTH OF TRUNK HIGHWAY
 DM9920'23, 38.4 FEET WEST OF NORTH PROSPECT AVENUE, 1.9 FEET EAST OF WITNESS
 DM9920'POST.
 DM9920
 DM9920                          STATION RECOVERY (2010)
 DM9920
 DM9920'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DM9920'RECOVERED AS DESCRIBED.
 DM9920' 
 DM9920'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9920'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9920'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9920'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9921 ***********************************************************************
 DM9921  DESIGNATION -  3302 A
 DM9921  PID         -  DM9921
 DM9921  STATE/COUNTY-  MN/KANABEC
 DM9921  COUNTRY     -  US
 DM9921  USGS QUAD   -  MORA NORTH (1980)
 DM9921
 DM9921                         *CURRENT SURVEY CONTROL
 DM9921  ______________________________________________________________________
 DM9921* NAD 83(2007) POSITION- 45 52 33.68843(N) 093 17 12.48512(W)   ADJUSTED  
 DM9921* NAD 83(2007) ELLIP HT-   279.334 (meters)        (07/18/11)   ADJUSTED
 DM9921* NAD 83(2007) EPOCH   -  2002.00
 DM9921* NAVD 88 ORTHO HEIGHT -   307.15   (meters)    1007.7   (feet) LEVELING  
 DM9921  ______________________________________________________________________
 DM9921  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DM9921  NAD 83(2007) X  -   -255,045.736 (meters)                     COMP
 DM9921  NAD 83(2007) Y  - -4,441,099.215 (meters)                     COMP
 DM9921  NAD 83(2007) Z  -  4,555,865.029 (meters)                     COMP
 DM9921  LAPLACE CORR    -         -4.50  (seconds)                    DEFLEC09
 DM9921  HORZ ORDER      -  FIRST
 DM9921  VERT ORDER      -  THIRD
 DM9921  ELLP ORDER      -  FOURTH    CLASS I
 DM9921
 DM9921.The horizontal coordinates were established by GPS observations
 DM9921.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9921
 DM9921.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9921.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9921
 DM9921.The horizontal coordinates are valid at the epoch date displayed above
 DM9921.which is a decimal equivalence of Year/Month/Day.
 DM9921
 DM9921.The orthometric height was determined by differential leveling.
 DM9921.The vertical network tie was performed by a horz. field party for horz.
 DM9921.obs reductions. Reset procedures were used to establish the elevation.
 DM9921
 DM9921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9921
 DM9921.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9921
 DM9921.The ellipsoidal height was determined by GPS observations
 DM9921.and is referenced to NAD 83.
 DM9921
 DM9921. The following values were computed from the NAD 83(2007) position.
 DM9921
 DM9921;                    North         East     Units Scale Factor Converg.
 DM9921;SPC MN C     -   197,821.492   874,773.713   MT  0.99995390   +0 41 48.4
 DM9921;SPC MN C     -   649,019.35  2,869,986.76   sFT  0.99995390   +0 41 48.4
 DM9921;UTM  15      - 5,080,313.109   477,742.759   MT  0.99960609   -0 12 21.2
 DM9921
 DM9921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9921!SPC MN C     -   0.99995621  x   0.99995390  =   0.99991011
 DM9921!UTM  15      -   0.99995621  x   0.99960609  =   0.99956232
 DM9921
 DM9921                          SUPERSEDED SURVEY CONTROL
 DM9921
 DM9921.No superseded survey control is available for this station.
 DM9921
 DM9921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7774280313(NAD 83)
 DM9921
 DM9921_MARKER: DD = SURVEY DISK
 DM9921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9921_STAMPING: 3302 A 2007
 DM9921_MARK LOGO: MNDT  
 DM9921_PROJECTION: FLUSH
 DM9921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM9921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9921+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 DM9921_ROD/PIPE-DEPTH:  4.6 meters
 DM9921
 DM9921  HISTORY     - Date     Condition        Report By
 DM9921  HISTORY     - 20070425 MONUMENTED       MNDT
 DM9921  HISTORY     - 20100421 GOOD             MNDT
 DM9921  HISTORY     - 20100421 GOOD             MNDT
 DM9921
 DM9921                          STATION DESCRIPTION
 DM9921
 DM9921'DESCRIBED BY MN DEPT OF TRANSP 2010 (MAS)
 DM9921'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9921'THE MARK IS IN MORA, 0.1 MILE EAST ALONG TRUNK HIGHWAY 23 FROM THE
 DM9921'NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN MORA, AT
 DM9921'TRUNK HIGHWAY 23 MILEPOINT 256.3, 97.0 FEET EAST OF ENTRANCE, 68.5
 DM9921'FEET WEST OF SOUTH WALNUT STREET (COUNTY ROAD 17), 51.0 FEET NORTHEAST
 DM9921'OF NORTHEAST CORNER OF DALA DOLLAR PLUS STORE, 48.8 FEET SOUTH OF
 DM9921'TRUNK HIGHWAY 23, 3.3 FEET WEST OF RIGHT-OF-WAY SIGN AND POST, 1.3
 DM9921'FEET WEST OF WITNESS POST.
 DM9921
 DM9921                          STATION RECOVERY (2010)
 DM9921
 DM9921'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM9921'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9922 ***********************************************************************
 DM9922  DESIGNATION -  3302 B RESET
 DM9922  PID         -  DM9922
 DM9922  STATE/COUNTY-  MN/KANABEC
 DM9922  COUNTRY     -  US
 DM9922  USGS QUAD   -  MORA NORTH (1980)
 DM9922
 DM9922                         *CURRENT SURVEY CONTROL
 DM9922  ______________________________________________________________________
 DM9922* NAD 83(2007) POSITION- 45 52 48.65451(N) 093 15 59.01883(W)   ADJUSTED  
 DM9922* NAD 83(2007) ELLIP HT-   278.651 (meters)        (07/18/11)   ADJUSTED
 DM9922* NAD 83(2007) EPOCH   -  2002.00
 DM9922* NAVD 88 ORTHO HEIGHT -   306.50   (meters)    1005.6   (feet) LEVELING  
 DM9922  ______________________________________________________________________
 DM9922  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DM9922  NAD 83(2007) X  -   -253,444.985 (meters)                     COMP
 DM9922  NAD 83(2007) Y  - -4,440,858.120 (meters)                     COMP
 DM9922  NAD 83(2007) Z  -  4,556,186.242 (meters)                     COMP
 DM9922  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC09
 DM9922  HORZ ORDER      -  FIRST
 DM9922  VERT ORDER      -  THIRD
 DM9922  ELLP ORDER      -  FOURTH    CLASS I
 DM9922
 DM9922.The horizontal coordinates were established by GPS observations
 DM9922.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9922
 DM9922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9922.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9922
 DM9922.The horizontal coordinates are valid at the epoch date displayed above
 DM9922.which is a decimal equivalence of Year/Month/Day.
 DM9922
 DM9922.The orthometric height was determined by differential leveling.
 DM9922.The vertical network tie was performed by a horz. field party for horz.
 DM9922.obs reductions. Reset procedures were used to establish the elevation.
 DM9922
 DM9922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9922
 DM9922.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9922
 DM9922.The ellipsoidal height was determined by GPS observations
 DM9922.and is referenced to NAD 83.
 DM9922
 DM9922. The following values were computed from the NAD 83(2007) position.
 DM9922
 DM9922;                    North         East     Units Scale Factor Converg.
 DM9922;SPC MN C     -   198,302.978   876,352.126   MT  0.99995333   +0 42 41.5
 DM9922;SPC MN C     -   650,599.02  2,875,165.27   sFT  0.99995333   +0 42 41.5
 DM9922;UTM  15      - 5,080,769.509   479,328.010   MT  0.99960525   -0 11 28.5
 DM9922
 DM9922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9922!SPC MN C     -   0.99995632  x   0.99995333  =   0.99990965
 DM9922!UTM  15      -   0.99995632  x   0.99960525  =   0.99956158
 DM9922
 DM9922|---------------------------------------------------------------------|
 DM9922| PID    Reference Object                     Distance      Geod. Az  |
 DM9922|                                                           dddmmss.s |
 DM9922| CJ3781 MORA AZ MK                           15.027 METERS 06209     |
 DM9922|---------------------------------------------------------------------|
 DM9922
 DM9922                          SUPERSEDED SURVEY CONTROL
 DM9922
 DM9922.No superseded survey control is available for this station.
 DM9922
 DM9922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7932880769(NAD 83)
 DM9922
 DM9922_MARKER: I = METAL ROD
 DM9922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9922_STAMPING: 3302 B RESET 2010
 DM9922_MARK LOGO: MNDT  
 DM9922_PROJECTION: RECESSED 20 CENTIMETERS
 DM9922_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9922+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 DM9922_ROD/PIPE-DEPTH:  7.6 meters
 DM9922
 DM9922  HISTORY     - Date     Condition        Report By
 DM9922  HISTORY     - 20100421 MONUMENTED       MNDT
 DM9922  HISTORY     - 20100421 GOOD             MNDT
 DM9922
 DM9922                          STATION DESCRIPTION
 DM9922
 DM9922'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9922'THE MARK IS 1.1 MILES EAST OF MORA, 1.1 MILES EAST ALONG TRUNK HIGHWAY
 DM9922'23 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 65 IN
 DM9922'MORA, AT TRUNK HIGHWAY 23 MILEPOINT 257.3, 117.4 FEET SOUTH-SOUTHEAST
 DM9922'OF EAST MAPLE AVENUE, 84.4 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 23,
 DM9922'72.7 WEST-SOUTHWEST OF MAHOGANY STREET/COUNTY ROAD 71, 49.5 FEET
 DM9922'NORTH-NORTHWEST OF MORA AZ MK, 42.5 FEET SOUTH-SOUTHEAST OF TRAIL, 1.5
 DM9922'FEET SOUTH OF WITNESS POST.
 DM9922
 DM9922                          STATION RECOVERY (2010)
 DM9922
 DM9922'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DM9922'RECOVERED AS DESCRIBED.
 DM9922' 
 DM9922'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9922'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9922'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9922'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9923 ***********************************************************************
 DM9923  DESIGNATION -  3302 C
 DM9923  PID         -  DM9923
 DM9923  STATE/COUNTY-  MN/KANABEC
 DM9923  COUNTRY     -  US
 DM9923  USGS QUAD   -  QUAMBA (1983)
 DM9923
 DM9923                         *CURRENT SURVEY CONTROL
 DM9923  ______________________________________________________________________
 DM9923* NAD 83(2007) POSITION- 45 54 41.66537(N) 093 10 52.36950(W)   ADJUSTED  
 DM9923* NAD 83(2007) ELLIP HT-   279.278 (meters)        (07/18/11)   ADJUSTED
 DM9923* NAD 83(2007) EPOCH   -  2002.00
 DM9923* NAVD 88 ORTHO HEIGHT -   307.13   (meters)    1007.6   (feet) LEVELING  
 DM9923  ______________________________________________________________________
 DM9923  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DM9923  NAD 83(2007) X  -   -246,703.560 (meters)                     COMP
 DM9923  NAD 83(2007) Y  - -4,438,728.688 (meters)                     COMP
 DM9923  NAD 83(2007) Z  -  4,558,615.149 (meters)                     COMP
 DM9923  LAPLACE CORR    -          0.04  (seconds)                    DEFLEC09
 DM9923  HORZ ORDER      -  FIRST
 DM9923  VERT ORDER      -  THIRD
 DM9923  ELLP ORDER      -  FOURTH    CLASS I
 DM9923
 DM9923.The horizontal coordinates were established by GPS observations
 DM9923.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9923
 DM9923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9923.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9923
 DM9923.The horizontal coordinates are valid at the epoch date displayed above
 DM9923.which is a decimal equivalence of Year/Month/Day.
 DM9923
 DM9923.The orthometric height was determined by differential leveling.
 DM9923.The vertical network tie was performed by a horz. field party for horz.
 DM9923.obs reductions. Reset procedures were used to establish the elevation.
 DM9923
 DM9923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9923
 DM9923.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9923
 DM9923.The ellipsoidal height was determined by GPS observations
 DM9923.and is referenced to NAD 83.
 DM9923
 DM9923. The following values were computed from the NAD 83(2007) position.
 DM9923
 DM9923;                    North         East     Units Scale Factor Converg.
 DM9923;SPC MN C     -   201,877.346   882,916.763   MT  0.99994916   +0 46 23.3
 DM9923;SPC MN C     -   662,325.93  2,896,702.75   sFT  0.99994916   +0 46 23.3
 DM9923;UTM  15      - 5,084,238.765   485,945.865   MT  0.99960243   -0 07 48.6
 DM9923
 DM9923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9923!SPC MN C     -   0.99995622  x   0.99994916  =   0.99990538
 DM9923!UTM  15      -   0.99995622  x   0.99960243  =   0.99955867
 DM9923
 DM9923                          SUPERSEDED SURVEY CONTROL
 DM9923
 DM9923.No superseded survey control is available for this station.
 DM9923
 DM9923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8594584238(NAD 83)
 DM9923
 DM9923_MARKER: I = METAL ROD
 DM9923_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9923_STAMPING: 3302 C 2010
 DM9923_MARK LOGO: MNDT  
 DM9923_PROJECTION: RECESSED 5 CENTIMETERS
 DM9923_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9923+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2010
 DM9923_ROD/PIPE-DEPTH: 19.2 meters
 DM9923
 DM9923  HISTORY     - Date     Condition        Report By
 DM9923  HISTORY     - 20100503 MONUMENTED       MNDT
 DM9923  HISTORY     - 20100503 GOOD             MNDT
 DM9923
 DM9923                          STATION DESCRIPTION
 DM9923
 DM9923'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9923'THE MARK IS IN QUAMBA, 0.2 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM
 DM9923'JUNCTION OF TRUNK HIGHWAY 23 AND EAST JUNCTION OF COUNTY ROAD 5 IN
 DM9923'QUAMBA, AT TRUNK HIGHWAY 23 MILEPOINT 262.0, 74.1 FEET SOUTHEAST OF
 DM9923'TRUNK HIGHWAY 23, 18.7 FEET NORTHEAST OF DRIVEWAY, 1.8 FEET SOUTHWEST
 DM9923'OF WITNESS POST.
 DM9923
 DM9923                          STATION RECOVERY (2010)
 DM9923
 DM9923'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9923'RECOVERED AS DESCRIBED.
 DM9923' 
 DM9923'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9923'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9923'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9923'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9924 ***********************************************************************
 DM9924  DESIGNATION -  3302 D
 DM9924  PID         -  DM9924
 DM9924  STATE/COUNTY-  MN/KANABEC
 DM9924  COUNTRY     -  US
 DM9924  USGS QUAD   -  QUAMBA (1983)
 DM9924
 DM9924                         *CURRENT SURVEY CONTROL
 DM9924  ______________________________________________________________________
 DM9924* NAD 83(2007) POSITION- 45 54 11.50199(N) 093 12 08.04728(W)   ADJUSTED  
 DM9924* NAD 83(2007) ELLIP HT-   283.760 (meters)        (07/18/11)   ADJUSTED
 DM9924* NAD 83(2007) EPOCH   -  2002.00
 DM9924* NAVD 88 ORTHO HEIGHT -   311.62   (meters)    1022.4   (feet) LEVELING  
 DM9924  ______________________________________________________________________
 DM9924  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 DM9924  NAD 83(2007) X  -   -248,369.635 (meters)                     COMP
 DM9924  NAD 83(2007) Y  - -4,439,308.841 (meters)                     COMP
 DM9924  NAD 83(2007) Z  -  4,557,970.329 (meters)                     COMP
 DM9924  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC09
 DM9924  HORZ ORDER      -  FIRST
 DM9924  VERT ORDER      -  THIRD
 DM9924  ELLP ORDER      -  FOURTH    CLASS I
 DM9924
 DM9924.The horizontal coordinates were established by GPS observations
 DM9924.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9924
 DM9924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9924.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9924
 DM9924.The horizontal coordinates are valid at the epoch date displayed above
 DM9924.which is a decimal equivalence of Year/Month/Day.
 DM9924
 DM9924.The orthometric height was determined by differential leveling.
 DM9924.The vertical network tie was performed by a horz. field party for horz.
 DM9924.obs reductions. Reset procedures were used to establish the elevation.
 DM9924
 DM9924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9924
 DM9924.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9924
 DM9924.The ellipsoidal height was determined by GPS observations
 DM9924.and is referenced to NAD 83.
 DM9924
 DM9924. The following values were computed from the NAD 83(2007) position.
 DM9924
 DM9924;                    North         East     Units Scale Factor Converg.
 DM9924;SPC MN C     -   200,924.393   881,298.315   MT  0.99995024   +0 45 28.6
 DM9924;SPC MN C     -   659,199.45  2,891,392.89   sFT  0.99995024   +0 45 28.6
 DM9924;UTM  15      - 5,083,311.766   484,313.163   MT  0.99960303   -0 08 42.9
 DM9924
 DM9924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9924!SPC MN C     -   0.99995552  x   0.99995024  =   0.99990576
 DM9924!UTM  15      -   0.99995552  x   0.99960303  =   0.99955856
 DM9924
 DM9924                          SUPERSEDED SURVEY CONTROL
 DM9924
 DM9924.No superseded survey control is available for this station.
 DM9924
 DM9924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8431383311(NAD 83)
 DM9924
 DM9924_MARKER: I = METAL ROD
 DM9924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9924_STAMPING: 3302 D 2010
 DM9924_MARK LOGO: MNDT  
 DM9924_PROJECTION: RECESSED 3 CENTIMETERS
 DM9924_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9924+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DM9924_ROD/PIPE-DEPTH:  4.3 meters
 DM9924
 DM9924  HISTORY     - Date     Condition        Report By
 DM9924  HISTORY     - 20100504 MONUMENTED       MNDT
 DM9924  HISTORY     - 20100504 GOOD             MNDT
 DM9924
 DM9924                          STATION DESCRIPTION
 DM9924
 DM9924'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9924'THE MARK IS 1.5 MILES SOUTHWEST OF QUAMBA, 0.7 MILE SOUTHWEST ALONG
 DM9924'TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND WEST JUNCTION
 DM9924'OF COUNTY ROAD 5 IN QUAMBA, AT TRUNK HIGHWAY 23 MILEPOINT 260.85, 67.8
 DM9924'FEET SOUTHEAST OF TRAIL, 56.7 FEET NORTHWEST OF TRUNK HIGHWAY 23, 11.1
 DM9924'FEET NORTHEAST OF ENTRANCE, 4.1 FEET SOUTHWEST OF WITNESS POST.
 DM9924
 DM9924                          STATION RECOVERY (2010)
 DM9924
 DM9924'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DM9924'RECOVERED AS DESCRIBED.
 DM9924' 
 DM9924'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9924'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9924'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9924'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9925 ***********************************************************************
 DM9925  DESIGNATION -  3302 E
 DM9925  PID         -  DM9925
 DM9925  STATE/COUNTY-  MN/KANABEC
 DM9925  COUNTRY     -  US
 DM9925  USGS QUAD   -  QUAMBA (1983)
 DM9925
 DM9925                         *CURRENT SURVEY CONTROL
 DM9925  ______________________________________________________________________
 DM9925* NAD 83(2007) POSITION- 45 53 19.85668(N) 093 14 46.00850(W)   ADJUSTED  
 DM9925* NAD 83(2007) ELLIP HT-   278.682 (meters)        (07/18/11)   ADJUSTED
 DM9925* NAD 83(2007) EPOCH   -  2002.00
 DM9925* NAVD 88 ORTHO HEIGHT -   306.54   (meters)    1005.7   (feet) LEVELING  
 DM9925  ______________________________________________________________________
 DM9925  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DM9925  NAD 83(2007) X  -   -251,833.901 (meters)                     COMP
 DM9925  NAD 83(2007) Y  - -4,440,257.021 (meters)                     COMP
 DM9925  NAD 83(2007) Z  -  4,556,856.894 (meters)                     COMP
 DM9925  LAPLACE CORR    -         -3.18  (seconds)                    DEFLEC09
 DM9925  HORZ ORDER      -  FIRST
 DM9925  VERT ORDER      -  THIRD
 DM9925  ELLP ORDER      -  FOURTH    CLASS I
 DM9925
 DM9925.The horizontal coordinates were established by GPS observations
 DM9925.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9925
 DM9925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9925.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9925
 DM9925.The horizontal coordinates are valid at the epoch date displayed above
 DM9925.which is a decimal equivalence of Year/Month/Day.
 DM9925
 DM9925.The orthometric height was determined by differential leveling.
 DM9925.The vertical network tie was performed by a horz. field party for horz.
 DM9925.obs reductions. Reset procedures were used to establish the elevation.
 DM9925
 DM9925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9925
 DM9925.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9925
 DM9925.The ellipsoidal height was determined by GPS observations
 DM9925.and is referenced to NAD 83.
 DM9925
 DM9925. The following values were computed from the NAD 83(2007) position.
 DM9925
 DM9925;                    North         East     Units Scale Factor Converg.
 DM9925;SPC MN C     -   199,285.966   877,914.113   MT  0.99995215   +0 43 34.3
 DM9925;SPC MN C     -   653,824.04  2,880,289.89   sFT  0.99995215   +0 43 34.3
 DM9925;UTM  15      - 5,081,727.429   480,904.743   MT  0.99960448   -0 10 36.1
 DM9925
 DM9925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9925!SPC MN C     -   0.99995631  x   0.99995215  =   0.99990846
 DM9925!UTM  15      -   0.99995631  x   0.99960448  =   0.99956081
 DM9925
 DM9925                          SUPERSEDED SURVEY CONTROL
 DM9925
 DM9925.No superseded survey control is available for this station.
 DM9925
 DM9925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8090481727(NAD 83)
 DM9925
 DM9925_MARKER: I = METAL ROD
 DM9925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9925_STAMPING: 3302 E 2010
 DM9925_MARK LOGO: MNDT  
 DM9925_PROJECTION: RECESSED 3 CENTIMETERS
 DM9925_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9925+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DM9925_ROD/PIPE-DEPTH: 11.6 meters
 DM9925
 DM9925  HISTORY     - Date     Condition        Report By
 DM9925  HISTORY     - 20100504 MONUMENTED       MNDT
 DM9925  HISTORY     - 20100504 GOOD             MNDT
 DM9925
 DM9925                          STATION DESCRIPTION
 DM9925
 DM9925'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9925'THE MARK IS 4.0 MILES SOUTHWEST OF QUAMBA, 3.1 MILES SOUTHWEST ALONG
 DM9925'TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND WEST JUNCTION
 DM9925'OF COUNTY ROAD 5 IN QUAMBA, AT TRUNK HIGHWAY 23 MILEPOINT 258.45,
 DM9925'145.1 FEET NORTHWEST OF TRUNK HIGHWAY 23, 69.6 FEET WEST OF COUNTY
 DM9925'ROAD 11 (NAPLES STREET), 21.7 FEET NORTHWEST OF OLD RAILROAD GRADE,
 DM9925'2.2 FEET SOUTHEAST OF WITNESS POST.
 DM9925
 DM9925                          STATION RECOVERY (2010)
 DM9925
 DM9925'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DM9925'RECOVERED AS DESCRIBED.
 DM9925' 
 DM9925'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9925'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9925'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9925'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9080 ***********************************************************************
 AH9080  DESIGNATION -  3303 A
 AH9080  PID         -  AH9080
 AH9080  STATE/COUNTY-  MN/KANABEC
 AH9080  COUNTRY     -  US
 AH9080  USGS QUAD   -  OGILVIE (1968)
 AH9080
 AH9080                         *CURRENT SURVEY CONTROL
 AH9080  ______________________________________________________________________
 AH9080* NAD 83(1986) POSITION- 45 46 43.     (N) 093 24 35.     (W)   SCALED    
 AH9080* NAVD 88 ORTHO HEIGHT -   301.404  (meters)     988.86  (feet) ADJUSTED  
 AH9080  ______________________________________________________________________
 AH9080  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 AH9080  DYNAMIC HEIGHT  -        301.400 (meters)      988.84  (feet) COMP
 AH9080  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 AH9080
 AH9080  VERT ORDER      -  SECOND    CLASS I
 AH9080
 AH9080.The horizontal coordinates were scaled from a topographic map and have
 AH9080.an estimated accuracy of +/- 6 seconds.
 AH9080.
 AH9080.The orthometric height was determined by differential leveling and
 AH9080.adjusted in May 2000.
 AH9080
 AH9080.The dynamic height is computed by dividing the NAVD 88
 AH9080.geopotential number by the normal gravity value computed on the
 AH9080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9080.degrees latitude (g = 980.6199 gals.).
 AH9080
 AH9080.The modeled gravity was interpolated from observed gravity values.
 AH9080
 AH9080;                    North         East    Units  Estimated Accuracy
 AH9080;SPC MN C     -   186,890.      865,350.      MT  (+/- 180 meters Scaled)
 AH9080
 AH9080                          SUPERSEDED SURVEY CONTROL
 AH9080
 AH9080.No superseded survey control is available for this station.
 AH9080
 AH9080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL681695(NAD 83)
 AH9080
 AH9080_MARKER: DB = BENCH MARK DISK
 AH9080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9080_SP_SET: BRIDGE ABUTMENT
 AH9080_STAMPING: 3303 A 1948
 AH9080_MARK LOGO: MNDT  
 AH9080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9080+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1995
 AH9080
 AH9080  HISTORY     - Date     Condition        Report By
 AH9080  HISTORY     - 1948     MONUMENTED       MNDT
 AH9080  HISTORY     - 19950419 GOOD             MNDT
 AH9080
 AH9080                          STATION DESCRIPTION
 AH9080
 AH9080'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9080'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) SW OF THE TOWN OF OGILVIE,
 AH9080'IN THE SW 1/4 OF SECTION 13, T138N, R25W.  THE MARK, A DISK SET IN THE
 AH9080'ABUTMENT AT THE SE COR OF TH 47 BRDG NO 6767 OVER THE GROUNDHOUSE
 AH9080'RIVER, IS 3.7 MI (6.0 KM) SOUTH ALONG TH 47 FROM THE EAST JCT OF TH 47
 AH9080'AND TH 23 IN OGILVIE, AT TH 47 MP 64.2, 19 FT (5.8 M) EAST OF TH 47.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9075 ***********************************************************************
 AH9075  DESIGNATION -  3303 A 1
 AH9075  PID         -  AH9075
 AH9075  STATE/COUNTY-  MN/KANABEC
 AH9075  COUNTRY     -  US
 AH9075  USGS QUAD   -  DALBO (1961)
 AH9075
 AH9075                         *CURRENT SURVEY CONTROL
 AH9075  ______________________________________________________________________
 AH9075* NAD 83(1986) POSITION- 45 43 54.     (N) 093 24 57.     (W)   SCALED    
 AH9075* NAVD 88 ORTHO HEIGHT -   303.957  (meters)     997.23  (feet) ADJUSTED  
 AH9075  ______________________________________________________________________
 AH9075  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 AH9075  DYNAMIC HEIGHT  -        303.952 (meters)      997.22  (feet) COMP
 AH9075  MODELED GRAVITY -    980,588.7   (mgal)                       NAVD 88
 AH9075
 AH9075  VERT ORDER      -  SECOND    CLASS I
 AH9075
 AH9075.The horizontal coordinates were scaled from a topographic map and have
 AH9075.an estimated accuracy of +/- 6 seconds.
 AH9075.
 AH9075.The orthometric height was determined by differential leveling and
 AH9075.adjusted in May 2000.
 AH9075
 AH9075.The dynamic height is computed by dividing the NAVD 88
 AH9075.geopotential number by the normal gravity value computed on the
 AH9075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9075.degrees latitude (g = 980.6199 gals.).
 AH9075
 AH9075.The modeled gravity was interpolated from observed gravity values.
 AH9075
 AH9075;                    North         East    Units  Estimated Accuracy
 AH9075;SPC MN C     -   181,660.      864,930.      MT  (+/- 180 meters Scaled)
 AH9075
 AH9075                          SUPERSEDED SURVEY CONTROL
 AH9075
 AH9075.No superseded survey control is available for this station.
 AH9075
 AH9075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL676643(NAD 83)
 AH9075
 AH9075_MARKER: DV = VERTICAL CONTROL DISK
 AH9075_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9075_STAMPING: 3303 A 1 1995
 AH9075_MARK LOGO: MNDT  
 AH9075_PROJECTION: RECESSED 10 CENTIMETERS
 AH9075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9075+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9075_ROD/PIPE-DEPTH: 13.4 meters
 AH9075
 AH9075  HISTORY     - Date     Condition        Report By
 AH9075  HISTORY     - 1995     MONUMENTED       MNDT
 AH9075
 AH9075                          STATION DESCRIPTION
 AH9075
 AH9075'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9075'THE MARK IS LOCATED ABOUT 7.25 MI (11.67 KM) SOUTH OF THE TOWN OF
 AH9075'OGILVIE, IN THE SE 1/4 OF SECTION 35, T38N, R25W.  TO REACH THE MARK
 AH9075'FROM THE EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47
 AH9075'FOR 7.15 MI (11.51 KM) TO TH 47 MP 60.8 AND THE MARK ON RIGHT.  THE
 AH9075'MARK, A DISK SET ON A DRIVEN ALUMINUM ROD, IS AT THE KANABEC-ISANTI
 AH9075'COUNTY LINE, 72.5 FT (22.1 M) WEST OF TH 47, 38 FT (11.6 M) NORTH OF
 AH9075'421TH AVE NW, 2.5 FT (0.8 M) WEST OF A P-POLE, AND 1.3 FT (0.4 M) EAST
 AH9075'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9076 ***********************************************************************
 AH9076  DESIGNATION -  3303 B
 AH9076  PID         -  AH9076
 AH9076  STATE/COUNTY-  MN/KANABEC
 AH9076  COUNTRY     -  US
 AH9076  USGS QUAD   -  DALBO (1961)
 AH9076
 AH9076                         *CURRENT SURVEY CONTROL
 AH9076  ______________________________________________________________________
 AH9076* NAD 83(2007) POSITION- 45 44 45.19895(N) 093 24 26.48689(W)   ADJUSTED  
 AH9076* NAD 83(2007) ELLIP HT-   280.023 (meters)        (02/10/07)   ADJUSTED
 AH9076* NAD 83(2007) EPOCH   -  2002.00
 AH9076* NAVD 88 ORTHO HEIGHT -   307.900  (meters)    1010.17  (feet) ADJUSTED  
 AH9076  ______________________________________________________________________
 AH9076  NAD 83(2007) X  -   -265,006.165 (meters)                     COMP
 AH9076  NAD 83(2007) Y  - -4,450,906.881 (meters)                     COMP
 AH9076  NAD 83(2007) Z  -  4,545,783.058 (meters)                     COMP
 AH9076  LAPLACE CORR    -         -4.65  (seconds)                    DEFLEC09
 AH9076  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 AH9076  DYNAMIC HEIGHT  -        307.894 (meters)     1010.15  (feet) COMP
 AH9076  MODELED GRAVITY -    980,589.8   (mgal)                       NAVD 88
 AH9076
 AH9076  VERT ORDER      -  SECOND    CLASS I
 AH9076
 AH9076  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH9076  Type                                         Horiz  Ellip  Dist(km)
 AH9076  -------------------------------------------------------------------
 AH9076  NETWORK                                       1.73   1.88
 AH9076  -------------------------------------------------------------------
 AH9076  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.69   1.81      8.67
 AH9076  -------------------------------------------------------------------
 AH9076  NOTE: Click here for information on individual local accuracy
 AH9076  values and other accuracy information.
 AH9076
 AH9076
 AH9076.The horizontal coordinates were established by GPS observations
 AH9076.and adjusted by the National Geodetic Survey in February 2007.
 AH9076
 AH9076.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH9076.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH9076
 AH9076.The horizontal coordinates are valid at the epoch date displayed above
 AH9076.which is a decimal equivalence of Year/Month/Day.
 AH9076
 AH9076.The orthometric height was determined by differential leveling and
 AH9076.adjusted in May 2000.
 AH9076
 AH9076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9076
 AH9076.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH9076
 AH9076.The ellipsoidal height was determined by GPS observations
 AH9076.and is referenced to NAD 83.
 AH9076
 AH9076.The dynamic height is computed by dividing the NAVD 88
 AH9076.geopotential number by the normal gravity value computed on the
 AH9076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9076.degrees latitude (g = 980.6199 gals.).
 AH9076
 AH9076.The modeled gravity was interpolated from observed gravity values.
 AH9076
 AH9076. The following values were computed from the NAD 83(2007) position.
 AH9076
 AH9076;                    North         East     Units Scale Factor Converg.
 AH9076;SPC MN C     -   183,251.841   865,569.123   MT  0.99997451   +0 36 34.4
 AH9076;SPC MN C     -   601,218.75  2,839,788.03   sFT  0.99997451   +0 36 34.4
 AH9076;UTM  15      - 5,065,895.284   468,313.293   MT  0.99961234   -0 17 30.4
 AH9076
 AH9076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9076!SPC MN C     -   0.99995610  x   0.99997451  =   0.99993061
 AH9076!UTM  15      -   0.99995610  x   0.99961234  =   0.99956846
 AH9076
 AH9076                          SUPERSEDED SURVEY CONTROL
 AH9076
 AH9076  NAD 83(1996)-  45 44 45.19865(N)    093 24 26.48649(W) AD(       ) 1
 AH9076  ELLIP H (10/22/03)  280.060  (m)                       GP(       ) 3 2
 AH9076  NAVD 88 (10/22/03)  307.90   (m)         1010.2    (f) LEVELING    3  
 AH9076
 AH9076.Superseded values are not recommended for survey control.
 AH9076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9076.See file dsdata.txt to determine how the superseded data were derived.
 AH9076
 AH9076_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6831365895(NAD 83)
 AH9076
 AH9076_MARKER: DD = SURVEY DISK
 AH9076_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9076_STAMPING: 3303 B 1995
 AH9076_MARK LOGO: MNDT  
 AH9076_PROJECTION: RECESSED 5 CENTIMETERS
 AH9076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9076+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 AH9076_ROD/PIPE-DEPTH: 12.2 meters
 AH9076
 AH9076  HISTORY     - Date     Condition        Report By
 AH9076  HISTORY     - 1995     MONUMENTED       MNDT
 AH9076  HISTORY     - 20021009 GOOD             MNDT
 AH9076  HISTORY     - 20081208 GOOD             MNDT
 AH9076
 AH9076                          STATION DESCRIPTION
 AH9076
 AH9076'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9076'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) SW OF THE TOWN OF
 AH9076'OGILVIE, IN THE SW 1/4 OF SECTION 25, T38N, R25W.  TO REACH THE MARK
 AH9076'FROM THE EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47
 AH9076'FOR 6.0 MI (9.7 KM) TO TH 47 MP 61.95 AND THE MARK ON LEFT.  THE MARK,
 AH9076'A DISK SET ON A DRIVEN ALUMINUM ROD, IS 600 FT (182.9 M) EAST OF TH
 AH9076'47, 40 FT (12.2 M) NORTH OF 110TH AVE, 107 FT (32.6 M) EAST OF A FIELD
 AH9076'ENT, 46.7 FT (14.2 M) WNW OF A SIGN POST, 2.1 FT (0.6 M) WEST OF A
 AH9076'P-POLE, AND 1.9 FT (0.6 M) EAST OF A WITNESS POST.
 AH9076
 AH9076                          STATION RECOVERY (2002)
 AH9076
 AH9076'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AH9076'RECOVERED AS DESCRIBED, RECESSED 2 INCHES.
 AH9076
 AH9076                          STATION RECOVERY (2008)
 AH9076
 AH9076'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 AH9076'6 MILES SOUTH OF OGILVIE, 6.0 MILES SOUTH ALONG TRUNK HIGHWAY 47 FROM
 AH9076'EAST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 23 IN OGILVIE TO
 AH9076'TRUNK HIGHWAY 47 MILEPOINT 61.95, 600 FEET EAST OF TRUNK HIGHWAY 47,
 AH9076'40 FEET NORTH OF 110TH AVENUE, 107.0 FEET EAST OF FIELD ENTRANCE, 46.7
 AH9076'FEET WEST-NORTHWEST OF SIGN POST, 1.5 FEET WEST OF POWER POLE, 1.9
 AH9076'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9077 ***********************************************************************
 AH9077  DESIGNATION -  3303 C
 AH9077  PID         -  AH9077
 AH9077  STATE/COUNTY-  MN/KANABEC
 AH9077  COUNTRY     -  US
 AH9077  USGS QUAD   -  OGILVIE (1968)
 AH9077
 AH9077                         *CURRENT SURVEY CONTROL
 AH9077  ______________________________________________________________________
 AH9077* NAD 83(1986) POSITION- 45 45 37.     (N) 093 24 41.     (W)   SCALED    
 AH9077* NAVD 88 ORTHO HEIGHT -   306.711  (meters)    1006.27  (feet) ADJUSTED  
 AH9077  ______________________________________________________________________
 AH9077  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 AH9077  DYNAMIC HEIGHT  -        306.707 (meters)     1006.25  (feet) COMP
 AH9077  MODELED GRAVITY -    980,592.2   (mgal)                       NAVD 88
 AH9077
 AH9077  VERT ORDER      -  SECOND    CLASS I
 AH9077
 AH9077.The horizontal coordinates were scaled from a topographic map and have
 AH9077.an estimated accuracy of +/- 6 seconds.
 AH9077.
 AH9077.The orthometric height was determined by differential leveling and
 AH9077.adjusted in May 2000.
 AH9077
 AH9077.The dynamic height is computed by dividing the NAVD 88
 AH9077.geopotential number by the normal gravity value computed on the
 AH9077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9077.degrees latitude (g = 980.6199 gals.).
 AH9077
 AH9077.The modeled gravity was interpolated from observed gravity values.
 AH9077
 AH9077;                    North         East    Units  Estimated Accuracy
 AH9077;SPC MN C     -   184,850.      865,240.      MT  (+/- 180 meters Scaled)
 AH9077
 AH9077                          SUPERSEDED SURVEY CONTROL
 AH9077
 AH9077.No superseded survey control is available for this station.
 AH9077
 AH9077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680674(NAD 83)
 AH9077
 AH9077_MARKER: DV = VERTICAL CONTROL DISK
 AH9077_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9077_STAMPING: 3303 C 1995
 AH9077_MARK LOGO: MNDT  
 AH9077_PROJECTION: RECESSED 5 CENTIMETERS
 AH9077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9077+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9077_ROD/PIPE-DEPTH: 10.7 meters
 AH9077
 AH9077  HISTORY     - Date     Condition        Report By
 AH9077  HISTORY     - 1995     MONUMENTED       MNDT
 AH9077
 AH9077                          STATION DESCRIPTION
 AH9077
 AH9077'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9077'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SE OF THE TOWN OF OGILVIE, IN
 AH9077'THE SE 1/4 OF SECTION 23, T138N, R25W.  TO REACH THE MARK FROM THE
 AH9077'EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47 FOR 5.0
 AH9077'MI (8.0 KM) TO TH 47 MP 62.95 AND THE MARK ON THE RIGHT.  THE MARK, A
 AH9077'DISK SET ON A DRIVEN ALUMINUM ROD, IS 380 FT (115.8 M) WEST OF TH 47,
 AH9077'44.5 FT (13.6 M) NORTH OF CO RD 4, 24 FT (7.3 M) EAST OF A FIELD ENT,
 AH9077'2.2 FT (0.7 M) EAST OF A P-POLE, AND 1.7 FT (0.5 M) WEST OF A WITNESS
 AH9077'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9078 ***********************************************************************
 AH9078  DESIGNATION -  3303 D
 AH9078  PID         -  AH9078
 AH9078  STATE/COUNTY-  MN/KANABEC
 AH9078  COUNTRY     -  US
 AH9078  USGS QUAD   -  OGILVIE (1968)
 AH9078
 AH9078                         *CURRENT SURVEY CONTROL
 AH9078  ______________________________________________________________________
 AH9078* NAD 83(1986) POSITION- 45 46 02.     (N) 093 24 32.     (W)   SCALED    
 AH9078* NAVD 88 ORTHO HEIGHT -   306.784  (meters)    1006.51  (feet) ADJUSTED  
 AH9078  ______________________________________________________________________
 AH9078  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 AH9078  DYNAMIC HEIGHT  -        306.779 (meters)     1006.49  (feet) COMP
 AH9078  MODELED GRAVITY -    980,592.9   (mgal)                       NAVD 88
 AH9078
 AH9078  VERT ORDER      -  SECOND    CLASS I
 AH9078
 AH9078.The horizontal coordinates were scaled from a topographic map and have
 AH9078.an estimated accuracy of +/- 6 seconds.
 AH9078.
 AH9078.The orthometric height was determined by differential leveling and
 AH9078.adjusted in May 2000.
 AH9078
 AH9078.The dynamic height is computed by dividing the NAVD 88
 AH9078.geopotential number by the normal gravity value computed on the
 AH9078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9078.degrees latitude (g = 980.6199 gals.).
 AH9078
 AH9078.The modeled gravity was interpolated from observed gravity values.
 AH9078
 AH9078;                    North         East    Units  Estimated Accuracy
 AH9078;SPC MN C     -   185,620.      865,430.      MT  (+/- 180 meters Scaled)
 AH9078
 AH9078                          SUPERSEDED SURVEY CONTROL
 AH9078
 AH9078.No superseded survey control is available for this station.
 AH9078
 AH9078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL682682(NAD 83)
 AH9078
 AH9078_MARKER: DV = VERTICAL CONTROL DISK
 AH9078_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9078_STAMPING: 3303 D 1995
 AH9078_MARK LOGO: MNDT  
 AH9078_PROJECTION: PROJECTING 5 CENTIMETERS
 AH9078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9078+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9078_ROD/PIPE-DEPTH: 13.7 meters
 AH9078
 AH9078  HISTORY     - Date     Condition        Report By
 AH9078  HISTORY     - 1995     MONUMENTED       MNDT
 AH9078
 AH9078                          STATION DESCRIPTION
 AH9078
 AH9078'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9078'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SSE OF THE TOWN OF OGILVIE,
 AH9078'IN THE SW 1/4 OF SECTION 24, T138N, R25W.  TO REACH THE MARK FROM THE
 AH9078'EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47 FOR 4.5
 AH9078'MI (7.2 KM) TO TH 47 MP 63.45 AND THE MARK ON LEFT.  THE MARK, A DISK
 AH9078'SET ON A DRIVEN ALUMINUM ROD, IS 300 FT (91.4 M) EAST OF TH 47, 35 FT
 AH9078'(10.7 M) SOUTH OF CO RD 4, 98 FT (29.9 M) EAST OF A FIELD ENT, 2.9 FT
 AH9078'(0.9 M) EAST OF A P-POLE, AND 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9079 ***********************************************************************
 AH9079  DESIGNATION -  3303 E
 AH9079  PID         -  AH9079
 AH9079  STATE/COUNTY-  MN/KANABEC
 AH9079  COUNTRY     -  US
 AH9079  USGS QUAD   -  OGILVIE (1968)
 AH9079
 AH9079                         *CURRENT SURVEY CONTROL
 AH9079  ______________________________________________________________________
 AH9079* NAD 83(1986) POSITION- 45 46 29.     (N) 093 24 37.     (W)   SCALED    
 AH9079* NAVD 88 ORTHO HEIGHT -   307.090  (meters)    1007.51  (feet) ADJUSTED  
 AH9079  ______________________________________________________________________
 AH9079  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 AH9079  DYNAMIC HEIGHT  -        307.086 (meters)     1007.50  (feet) COMP
 AH9079  MODELED GRAVITY -    980,594.1   (mgal)                       NAVD 88
 AH9079
 AH9079  VERT ORDER      -  SECOND    CLASS I
 AH9079
 AH9079.The horizontal coordinates were scaled from a topographic map and have
 AH9079.an estimated accuracy of +/- 6 seconds.
 AH9079.
 AH9079.The orthometric height was determined by differential leveling and
 AH9079.adjusted in May 2000.
 AH9079
 AH9079.The dynamic height is computed by dividing the NAVD 88
 AH9079.geopotential number by the normal gravity value computed on the
 AH9079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9079.degrees latitude (g = 980.6199 gals.).
 AH9079
 AH9079.The modeled gravity was interpolated from observed gravity values.
 AH9079
 AH9079;                    North         East    Units  Estimated Accuracy
 AH9079;SPC MN C     -   186,450.      865,310.      MT  (+/- 180 meters Scaled)
 AH9079
 AH9079                          SUPERSEDED SURVEY CONTROL
 AH9079
 AH9079.No superseded survey control is available for this station.
 AH9079
 AH9079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL681690(NAD 83)
 AH9079
 AH9079_MARKER: DV = VERTICAL CONTROL DISK
 AH9079_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9079_STAMPING: 3303 E 1995
 AH9079_MARK LOGO: MNDT  
 AH9079_PROJECTION: FLUSH
 AH9079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9079+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9079_ROD/PIPE-DEPTH: 11.7 meters
 AH9079
 AH9079  HISTORY     - Date     Condition        Report By
 AH9079  HISTORY     - 1995     MONUMENTED       MNDT
 AH9079
 AH9079                          STATION DESCRIPTION
 AH9079
 AH9079'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9079'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) SSE OF THE TOWN OF OGIVIE, IN
 AH9079'THE NE 1/4 OF SECTION 23, T138N, R25W.  TO REACH THE MARK FROM THE
 AH9079'EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47 FOR 3.95
 AH9079'MI (6.36 KM) TO TH 47 MP 63.95 AND THE MARK ON THE RIGHT.  THE MARK, A
 AH9079'DISK SET ON A DRIVEN ALUMINUM ROD, IS 89 FT (27.1 M) WEST OF TH 47, 33
 AH9079'FT (10.1 M) SOUTH OF CO RD 4, 34 FT (10.4 M) WEST OF A FIELD ENT, 79.6
 AH9079'FT (24.3 M) SW OF A P-POLE, 52.7 FT (16.1 M) WEST OF A P-POLE, AND 1.3
 AH9079'FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9081 ***********************************************************************
 AH9081  DESIGNATION -  3303 F
 AH9081  PID         -  AH9081
 AH9081  STATE/COUNTY-  MN/KANABEC
 AH9081  COUNTRY     -  US
 AH9081  USGS QUAD   -  OGILVIE (1968)
 AH9081
 AH9081                         *CURRENT SURVEY CONTROL
 AH9081  ______________________________________________________________________
 AH9081* NAD 83(1986) POSITION- 45 47 22.     (N) 093 24 36.     (W)   SCALED    
 AH9081* NAVD 88 ORTHO HEIGHT -   308.351  (meters)    1011.65  (feet) ADJUSTED  
 AH9081  ______________________________________________________________________
 AH9081  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 AH9081  DYNAMIC HEIGHT  -        308.347 (meters)     1011.64  (feet) COMP
 AH9081  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 AH9081
 AH9081  VERT ORDER      -  SECOND    CLASS I
 AH9081
 AH9081.The horizontal coordinates were scaled from a topographic map and have
 AH9081.an estimated accuracy of +/- 6 seconds.
 AH9081.
 AH9081.The orthometric height was determined by differential leveling and
 AH9081.adjusted in May 2000.
 AH9081
 AH9081.The dynamic height is computed by dividing the NAVD 88
 AH9081.geopotential number by the normal gravity value computed on the
 AH9081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9081.degrees latitude (g = 980.6199 gals.).
 AH9081
 AH9081.The modeled gravity was interpolated from observed gravity values.
 AH9081
 AH9081;                    North         East    Units  Estimated Accuracy
 AH9081;SPC MN C     -   188,090.      865,310.      MT  (+/- 180 meters Scaled)
 AH9081
 AH9081                          SUPERSEDED SURVEY CONTROL
 AH9081
 AH9081.No superseded survey control is available for this station.
 AH9081
 AH9081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL681707(NAD 83)
 AH9081
 AH9081_MARKER: DV = VERTICAL CONTROL DISK
 AH9081_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9081_STAMPING: 3303 F 1995
 AH9081_MARK LOGO: MNDT  
 AH9081_PROJECTION: RECESSED 3 CENTIMETERS
 AH9081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9081+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9081_ROD/PIPE-DEPTH: 10.7 meters
 AH9081
 AH9081  HISTORY     - Date     Condition        Report By
 AH9081  HISTORY     - 1995     MONUMENTED       MNDT
 AH9081
 AH9081                          STATION DESCRIPTION
 AH9081
 AH9081'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9081'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SSE OF THE TOWN OF OGILVIE, IN
 AH9081'THE SE 1/4 OF SECTION 11, T138N, R25W.  TO REACH THE MARK FROM THE
 AH9081'EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47 FOR 2.95
 AH9081'MI (4.75 KM) TO TH 47 MP 64.95 AND THE MARK ON THE RIGHT.  THE MARK, A
 AH9081'DISK SET ON A DRIVEN ALUMINUM ROD, IS 39.5 FT (12.0 M) WEST OF TH 47,
 AH9081'9 FT (2.7 M) NORTH OF 140TH AVE EXTENDED, 8.3 FT (2.5 M) WNW OF A TEL
 AH9081'CABLE PEDESTAL, 2.3 FT (0.7 M) WEST OF A P-POLE, AND 1.3 FT (0.4 M)
 AH9081'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9082 ***********************************************************************
 AH9082  DESIGNATION -  3303 G
 AH9082  PID         -  AH9082
 AH9082  STATE/COUNTY-  MN/KANABEC
 AH9082  COUNTRY     -  US
 AH9082  USGS QUAD   -  OGILVIE (1968)
 AH9082
 AH9082                         *CURRENT SURVEY CONTROL
 AH9082  ______________________________________________________________________
 AH9082* NAD 83(1986) POSITION- 45 48 14.     (N) 093 24 40.     (W)   SCALED    
 AH9082* NAVD 88 ORTHO HEIGHT -   310.086  (meters)    1017.34  (feet) ADJUSTED  
 AH9082  ______________________________________________________________________
 AH9082  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 AH9082  DYNAMIC HEIGHT  -        310.084 (meters)     1017.33  (feet) COMP
 AH9082  MODELED GRAVITY -    980,598.4   (mgal)                       NAVD 88
 AH9082
 AH9082  VERT ORDER      -  SECOND    CLASS I
 AH9082
 AH9082.The horizontal coordinates were scaled from a topographic map and have
 AH9082.an estimated accuracy of +/- 6 seconds.
 AH9082.
 AH9082.The orthometric height was determined by differential leveling and
 AH9082.adjusted in May 2000.
 AH9082
 AH9082.The dynamic height is computed by dividing the NAVD 88
 AH9082.geopotential number by the normal gravity value computed on the
 AH9082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9082.degrees latitude (g = 980.6199 gals.).
 AH9082
 AH9082.The modeled gravity was interpolated from observed gravity values.
 AH9082
 AH9082;                    North         East    Units  Estimated Accuracy
 AH9082;SPC MN C     -   189,700.      865,210.      MT  (+/- 180 meters Scaled)
 AH9082
 AH9082                          SUPERSEDED SURVEY CONTROL
 AH9082
 AH9082.No superseded survey control is available for this station.
 AH9082
 AH9082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL680723(NAD 83)
 AH9082
 AH9082_MARKER: DV = VERTICAL CONTROL DISK
 AH9082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9082_STAMPING: 3303 G 1995
 AH9082_MARK LOGO: MNDT  
 AH9082_PROJECTION: RECESSED 5 CENTIMETERS
 AH9082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9082+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH9082_ROD/PIPE-DEPTH: 10.7 meters
 AH9082
 AH9082  HISTORY     - Date     Condition        Report By
 AH9082  HISTORY     - 1995     MONUMENTED       MNDT
 AH9082
 AH9082                          STATION DESCRIPTION
 AH9082
 AH9082'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9082'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SE OF THE TOWN OF OGILVIE, IN
 AH9082'THE NE 1/4 OF SECTION 11, T138N, R25W.  TO REACH THE MARK FROM THE
 AH9082'EAST JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47 FOR 1.95
 AH9082'MI (3.14 KM) TO TH 47 MP 65.95 AND THE MARK ON THE RIGHT.  THE MARK, A
 AH9082'DISK SET ON A DRIVEN ALUMINUM ROD, IS 400 FT (121.9 M) WEST OF TH 47,
 AH9082'47.5 FT (14.5 M) SOUTH OF 150TH AVE, 104 FT (31.7 M) WEST OF A
 AH9082'DRIVEWAY, 55 FT (16.8 M) WSW OF A P-POLE, 2.2 FT (0.7 M) SW OF A GATE
 AH9082'COR POST, AND 1.4 FT (0.4 M) NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9083 ***********************************************************************
 AH9083  DESIGNATION -  3303 H
 AH9083  PID         -  AH9083
 AH9083  STATE/COUNTY-  MN/KANABEC
 AH9083  COUNTRY     -  US
 AH9083  USGS QUAD   -  OGILVIE (1968)
 AH9083
 AH9083                         *CURRENT SURVEY CONTROL
 AH9083  ______________________________________________________________________
 AH9083* NAD 83(2007) POSITION- 45 49 03.59138(N) 093 24 38.21050(W)   ADJUSTED  
 AH9083* NAD 83(2007) ELLIP HT-   284.901 (meters)        (02/10/07)   ADJUSTED
 AH9083* NAD 83(2007) EPOCH   -  2002.00
 AH9083* NAVD 88 ORTHO HEIGHT -   312.662  (meters)    1025.79  (feet) ADJUSTED  
 AH9083  ______________________________________________________________________
 AH9083  NAD 83(2007) X  -   -264,919.190 (meters)                     COMP
 AH9083  NAD 83(2007) Y  - -4,445,187.585 (meters)                     COMP
 AH9083  NAD 83(2007) Z  -  4,551,350.361 (meters)                     COMP
 AH9083  LAPLACE CORR    -         -4.38  (seconds)                    DEFLEC09
 AH9083  GEOID HEIGHT    -        -27.74  (meters)                     GEOID09
 AH9083  DYNAMIC HEIGHT  -        312.660 (meters)     1025.79  (feet) COMP
 AH9083  MODELED GRAVITY -    980,600.3   (mgal)                       NAVD 88
 AH9083
 AH9083  VERT ORDER      -  SECOND    CLASS I
 AH9083
 AH9083  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH9083  Type                                         Horiz  Ellip  Dist(km)
 AH9083  -------------------------------------------------------------------
 AH9083  NETWORK                                       1.80   3.72
 AH9083  -------------------------------------------------------------------
 AH9083  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.80   3.76      7.85
 AH9083  -------------------------------------------------------------------
 AH9083  NOTE: Click here for information on individual local accuracy
 AH9083  values and other accuracy information.
 AH9083
 AH9083
 AH9083.The horizontal coordinates were established by GPS observations
 AH9083.and adjusted by the National Geodetic Survey in February 2007.
 AH9083
 AH9083.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH9083.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH9083
 AH9083.The horizontal coordinates are valid at the epoch date displayed above
 AH9083.which is a decimal equivalence of Year/Month/Day.
 AH9083
 AH9083.The orthometric height was determined by differential leveling and
 AH9083.adjusted in May 2000.
 AH9083
 AH9083.Photographs are available for this station.
 AH9083
 AH9083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9083
 AH9083.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH9083
 AH9083.The ellipsoidal height was determined by GPS observations
 AH9083.and is referenced to NAD 83.
 AH9083
 AH9083.The dynamic height is computed by dividing the NAVD 88
 AH9083.geopotential number by the normal gravity value computed on the
 AH9083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9083.degrees latitude (g = 980.6199 gals.).
 AH9083
 AH9083.The modeled gravity was interpolated from observed gravity values.
 AH9083
 AH9083. The following values were computed from the NAD 83(2007) position.
 AH9083
 AH9083;                    North         East     Units Scale Factor Converg.
 AH9083;SPC MN C     -   191,226.105   865,231.188   MT  0.99996251   +0 36 25.9
 AH9083;SPC MN C     -   627,380.98  2,838,679.32   sFT  0.99996251   +0 36 25.9
 AH9083;UTM  15      - 5,073,871.037   468,100.938   MT  0.99961251   -0 17 40.1
 AH9083
 AH9083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9083!SPC MN C     -   0.99995534  x   0.99996251  =   0.99991785
 AH9083!UTM  15      -   0.99995534  x   0.99961251  =   0.99956786
 AH9083
 AH9083                          SUPERSEDED SURVEY CONTROL
 AH9083
 AH9083  NAD 83(1996)-  45 49 03.59128(N)    093 24 38.21027(W) AD(       ) 1
 AH9083  ELLIP H (10/22/03)  284.934  (m)                       GP(       ) 3 2
 AH9083  NAVD 88 (07/18/11)  312.66   (m)  GEOID09 model used   GPS OBS        
 AH9083  NAVD 88 (10/22/03)  312.66   (m)         1025.8    (f) LEVELING    3  
 AH9083
 AH9083.Superseded values are not recommended for survey control.
 AH9083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9083.See file dsdata.txt to determine how the superseded data were derived.
 AH9083
 AH9083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6810073871(NAD 83)
 AH9083
 AH9083_MARKER: DD = SURVEY DISK
 AH9083_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9083_STAMPING: 3303 H 1995
 AH9083_MARK LOGO: MNDT  
 AH9083_PROJECTION: RECESSED 10 CENTIMETERS
 AH9083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9083+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 AH9083_ROD/PIPE-DEPTH: 10.7 meters
 AH9083
 AH9083  HISTORY     - Date     Condition        Report By
 AH9083  HISTORY     - 19950417 MONUMENTED       MNDT
 AH9083  HISTORY     - 20021010 GOOD             MNDT
 AH9083  HISTORY     - 20050430 GOOD             USPSQD
 AH9083  HISTORY     - 20100422 GOOD             MNDT
 AH9083  HISTORY     - 20100422 GOOD             MNDT
 AH9083
 AH9083                          STATION DESCRIPTION
 AH9083
 AH9083'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH9083'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SE OF THE TOWN OF OGILVIE, IN
 AH9083'THE NE 1/4 OF SECTION 2, T138N, R25W.  TO REACH THE MARK FROM THE EAST
 AH9083'JCT OF TH 47 AND TH 23 IN OGILVIE, GO SOUTH ALONG TH 47 FOR 1.0 MI
 AH9083'(1.6 KM) TO TH 47 MP 66.9 AND THE MARK ON THE RIGHT.  THE MARK, A DISK
 AH9083'SET ON A DRIVEN ALUMINUM ROD, IS 200 FT (61.0 M) WEST OF TH 47, 25 FT
 AH9083'(7.6 M) SOUTH OF CO RD 53, 135 FT (41.1 M) WEST OF A FIELD ENT, 3.6 FT
 AH9083'(1.1 M) EAST OF A P-POLE, AND 1.7 FT (0.5 M) WEST OF A WITNESS POST.
 AH9083
 AH9083                          STATION RECOVERY (2002)
 AH9083
 AH9083'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AH9083'RECOVERED AS DESCRIBED, RECESSED 4 INCHES.
 AH9083
 AH9083                          STATION RECOVERY (2005)
 AH9083
 AH9083'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 AH9083'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION. SPSPS. JRD
 AH9083
 AH9083                          STATION RECOVERY (2010)
 AH9083
 AH9083'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH9083'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH9083'THE MARK IS 1.0 MILE SOUTHEAST OF OGILVIE, 1.0 MILE SOUTH ALONG TRUNK
 AH9083'HIGHWAY 47 FROM EAST JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 23
 AH9083'IN OGILVIE, AT TRUNK HIGHWAY 47 MILEPOINT 66.9, 200 FEET WEST OF TRUNK
 AH9083'HIGHWAY 47, 25 FEET SOUTH OF COUNTY ROAD 53 (160TH AVENUE), 135 FEET
 AH9083'WEST OF FIELD ENTRANCE, 3.6 FEET EAST OF POWER POLE, 1.7 FEET WEST OF
 AH9083'WITNESS POST.
 AH9083
 AH9083                          STATION RECOVERY (2010)
 AH9083
 AH9083'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 AH9083'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6931 ***********************************************************************
 DG6931  DESIGNATION -  3304 A
 DG6931  PID         -  DG6931
 DG6931  STATE/COUNTY-  MN/KANABEC
 DG6931  COUNTRY     -  US
 DG6931  USGS QUAD   -  OGILVIE (1968)
 DG6931
 DG6931                         *CURRENT SURVEY CONTROL
 DG6931  ______________________________________________________________________
 DG6931* NAD 83(1986) POSITION- 45 50 08.     (N) 093 25 55.     (W)   SCALED    
 DG6931* NAVD 88 ORTHO HEIGHT -   317.394  (meters)    1041.32  (feet) ADJUSTED  
 DG6931  ______________________________________________________________________
 DG6931  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DG6931  DYNAMIC HEIGHT  -        317.394 (meters)     1041.32  (feet) COMP
 DG6931  MODELED GRAVITY -    980,605.6   (mgal)                       NAVD 88
 DG6931
 DG6931  VERT ORDER      -  SECOND    CLASS I
 DG6931
 DG6931.The horizontal coordinates were scaled from a topographic map and have
 DG6931.an estimated accuracy of +/- 6 seconds.
 DG6931.
 DG6931.The orthometric height was determined by differential leveling and
 DG6931.adjusted in December 2004.
 DG6931
 DG6931.The dynamic height is computed by dividing the NAVD 88
 DG6931.geopotential number by the normal gravity value computed on the
 DG6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6931.degrees latitude (g = 980.6199 gals.).
 DG6931
 DG6931.The modeled gravity was interpolated from observed gravity values.
 DG6931
 DG6931;                    North         East    Units  Estimated Accuracy
 DG6931;SPC MN C     -   193,200.      863,550.      MT  (+/- 180 meters Scaled)
 DG6931
 DG6931                          SUPERSEDED SURVEY CONTROL
 DG6931
 DG6931.No superseded survey control is available for this station.
 DG6931
 DG6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL664758(NAD 83)
 DG6931
 DG6931_MARKER: DB = BENCH MARK DISK
 DG6931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6931_STAMPING: 3304 A 1961
 DG6931_MARK LOGO: MNHD  
 DG6931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6931+STABILITY: SURFACE MOTION
 DG6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6931+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 DG6931
 DG6931  HISTORY     - Date     Condition        Report By
 DG6931  HISTORY     - 1961     MONUMENTED       MNHD
 DG6931  HISTORY     - 20001130 GOOD             MNDT
 DG6931  HISTORY     - 20050430 GOOD             USPSQD
 DG6931
 DG6931                          STATION DESCRIPTION
 DG6931
 DG6931'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6931'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.4 MI (0.6 KM)
 DG6931'NORTH ALONG TH 47 FROM JCT OF TH 47 AND TH 23 IN OGILVIE, AT TH 47 MP
 DG6931'69.4, 114 FT (34.7 M) WEST OF TH 47, 16 FT (4.9 M) NORTH OF 172ND AVE,
 DG6931'2 FT (0.6 M) SOUTH OF FENCE, 46 FT (14.0 M) SW OF P-POLE, 3.4 FT (1.0
 DG6931'M) WSW OF FENCE COR, 1.5 FT (0.5 M) SOUTH OF WIT POST, MAGNETIC, AND
 DG6931'NOT SUITABLE FOR GPS DUE TO TREES.
 DG6931
 DG6931                          STATION RECOVERY (2005)
 DG6931
 DG6931'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DG6931'RECOVERED IN GOOD CONDITION AS DESCRIBED  NEAR THE SE CORNER OF ST.
 DG6931'KATHRYN'S CEMETARY. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6932 ***********************************************************************
 DG6932  DESIGNATION -  3304 B
 DG6932  PID         -  DG6932
 DG6932  STATE/COUNTY-  MN/KANABEC
 DG6932  COUNTRY     -  US
 DG6932  USGS QUAD   -  OGILVIE (1968)
 DG6932
 DG6932                         *CURRENT SURVEY CONTROL
 DG6932  ______________________________________________________________________
 DG6932* NAD 83(1986) POSITION- 45 51 39.     (N) 093 25 56.     (W)   SCALED    
 DG6932* NAVD 88 ORTHO HEIGHT -   320.214  (meters)    1050.57  (feet) ADJUSTED  
 DG6932  ______________________________________________________________________
 DG6932  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DG6932  DYNAMIC HEIGHT  -        320.215 (meters)     1050.57  (feet) COMP
 DG6932  MODELED GRAVITY -    980,609.5   (mgal)                       NAVD 88
 DG6932
 DG6932  VERT ORDER      -  SECOND    CLASS I
 DG6932
 DG6932.The horizontal coordinates were scaled from a topographic map and have
 DG6932.an estimated accuracy of +/- 6 seconds.
 DG6932.
 DG6932.The orthometric height was determined by differential leveling and
 DG6932.adjusted in December 2004.
 DG6932
 DG6932.The dynamic height is computed by dividing the NAVD 88
 DG6932.geopotential number by the normal gravity value computed on the
 DG6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6932.degrees latitude (g = 980.6199 gals.).
 DG6932
 DG6932.The modeled gravity was interpolated from observed gravity values.
 DG6932
 DG6932;                    North         East    Units  Estimated Accuracy
 DG6932;SPC MN C     -   196,010.      863,500.      MT  (+/- 180 meters Scaled)
 DG6932
 DG6932                          SUPERSEDED SURVEY CONTROL
 DG6932
 DG6932.No superseded survey control is available for this station.
 DG6932
 DG6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL664786(NAD 83)
 DG6932
 DG6932_MARKER: DB = BENCH MARK DISK
 DG6932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6932_STAMPING: 3304 B 1961
 DG6932_MARK LOGO: MNHD  
 DG6932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6932+STABILITY: SURFACE MOTION
 DG6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6932+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 DG6932
 DG6932  HISTORY     - Date     Condition        Report By
 DG6932  HISTORY     - 1961     MONUMENTED       MNHD
 DG6932  HISTORY     - 20001030 GOOD             MNDT
 DG6932  HISTORY     - 20050430 GOOD             USPSQD
 DG6932
 DG6932                          STATION DESCRIPTION
 DG6932
 DG6932'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6932'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DG6932'NORTH OF OGILVIE, 2.2 MI (3.5 KM) NORTH ALONG TH 47 FROM JCT OF TH 47
 DG6932'AND TH 23 IN OGILVIE, AT TH 47 MP 71.2, 104.5 FT (31.9 M) WEST OF TH
 DG6932'47, 47 FT (14.3 M) SOUTH OF CO RD 57, 51 FT (15.5 M) WEST OF BM TT 9
 DG6932'W, 8.8 FT (2.7 M) WEST OF P-POLE , MARK PROJECTS 1 INCH, MAGNETIC, AND
 DG6932'NOT SUITABLE FOR GPS DUE TO TREES.
 DG6932
 DG6932                          STATION RECOVERY (2005)
 DG6932
 DG6932'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DG6932'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6933 ***********************************************************************
 DG6933  DESIGNATION -  3304 C
 DG6933  PID         -  DG6933
 DG6933  STATE/COUNTY-  MN/KANABEC
 DG6933  COUNTRY     -  US
 DG6933  USGS QUAD   -  ANN LAKE (1968)
 DG6933
 DG6933                         *CURRENT SURVEY CONTROL
 DG6933  ______________________________________________________________________
 DG6933* NAD 83(1986) POSITION- 45 53 29.     (N) 093 25 56.     (W)   SCALED    
 DG6933* NAVD 88 ORTHO HEIGHT -   322.776  (meters)    1058.97  (feet) ADJUSTED  
 DG6933  ______________________________________________________________________
 DG6933  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DG6933  DYNAMIC HEIGHT  -        322.778 (meters)     1058.98  (feet) COMP
 DG6933  MODELED GRAVITY -    980,612.6   (mgal)                       NAVD 88
 DG6933
 DG6933  VERT ORDER      -  SECOND    CLASS I
 DG6933
 DG6933.The horizontal coordinates were scaled from a topographic map and have
 DG6933.an estimated accuracy of +/- 6 seconds.
 DG6933.
 DG6933.The orthometric height was determined by differential leveling and
 DG6933.adjusted in December 2004.
 DG6933
 DG6933.The dynamic height is computed by dividing the NAVD 88
 DG6933.geopotential number by the normal gravity value computed on the
 DG6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6933.degrees latitude (g = 980.6199 gals.).
 DG6933
 DG6933.The modeled gravity was interpolated from observed gravity values.
 DG6933
 DG6933;                    North         East    Units  Estimated Accuracy
 DG6933;SPC MN C     -   199,400.      863,470.      MT  (+/- 180 meters Scaled)
 DG6933
 DG6933                          SUPERSEDED SURVEY CONTROL
 DG6933
 DG6933.No superseded survey control is available for this station.
 DG6933
 DG6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL664820(NAD 83)
 DG6933
 DG6933_MARKER: DB = BENCH MARK DISK
 DG6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6933_STAMPING: 3304 C 1961
 DG6933_MARK LOGO: MNHD  
 DG6933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6933+STABILITY: SURFACE MOTION
 DG6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6933+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DG6933
 DG6933  HISTORY     - Date     Condition        Report By
 DG6933  HISTORY     - 1961     MONUMENTED       MNHD
 DG6933  HISTORY     - 20001030 GOOD             MNDT
 DG6933
 DG6933                          STATION DESCRIPTION
 DG6933
 DG6933'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6933'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 DG6933'NORTH OF OGILVIE, 4.2 MI (6.8 KM) NORTH ALONG TH 47 FROM JCT OF TH 47
 DG6933'AND TH 23 IN OGILVIE, AT TH 47 MP 73.2, 74 FT (22.6 M) NORTH OF CO RD
 DG6933'6, 121 FT (36.9 M) EAST OF TH 47, 0.5 FT (15.2 CM) SOUTH OF WIT POST,
 DG6933'MARK PROJECTS 2 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO
 DG6933'TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6934 ***********************************************************************
 DG6934  DESIGNATION -  3304 D
 DG6934  PID         -  DG6934
 DG6934  STATE/COUNTY-  MN/KANABEC
 DG6934  COUNTRY     -  US
 DG6934  USGS QUAD   -  ANN LAKE (1968)
 DG6934
 DG6934                         *CURRENT SURVEY CONTROL
 DG6934  ______________________________________________________________________
 DG6934* NAD 83(1986) POSITION- 45 54 10.     (N) 093 25 59.     (W)   SCALED    
 DG6934* NAVD 88 ORTHO HEIGHT -   319.502  (meters)    1048.23  (feet) ADJUSTED  
 DG6934  ______________________________________________________________________
 DG6934  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 DG6934  DYNAMIC HEIGHT  -        319.504 (meters)     1048.24  (feet) COMP
 DG6934  MODELED GRAVITY -    980,613.4   (mgal)                       NAVD 88
 DG6934
 DG6934  VERT ORDER      -  SECOND    CLASS I
 DG6934
 DG6934.The horizontal coordinates were scaled from a topographic map and have
 DG6934.an estimated accuracy of +/- 6 seconds.
 DG6934.
 DG6934.The orthometric height was determined by differential leveling and
 DG6934.adjusted in December 2004.
 DG6934
 DG6934.The dynamic height is computed by dividing the NAVD 88
 DG6934.geopotential number by the normal gravity value computed on the
 DG6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6934.degrees latitude (g = 980.6199 gals.).
 DG6934
 DG6934.The modeled gravity was interpolated from observed gravity values.
 DG6934
 DG6934;                    North         East    Units  Estimated Accuracy
 DG6934;SPC MN C     -   200,670.      863,390.      MT  (+/- 180 meters Scaled)
 DG6934
 DG6934                          SUPERSEDED SURVEY CONTROL
 DG6934
 DG6934.No superseded survey control is available for this station.
 DG6934
 DG6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL664833(NAD 83)
 DG6934
 DG6934_MARKER: DB = BENCH MARK DISK
 DG6934_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG6934_SP_SET: BOX CULVERT
 DG6934_STAMPING: 3304 D 1961
 DG6934_MARK LOGO: MNHD  
 DG6934_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6934+STABILITY: SURFACE MOTION
 DG6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6934+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DG6934
 DG6934  HISTORY     - Date     Condition        Report By
 DG6934  HISTORY     - 1961     MONUMENTED       MNHD
 DG6934  HISTORY     - 20001030 GOOD             MNDT
 DG6934
 DG6934                          STATION DESCRIPTION
 DG6934
 DG6934'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6934'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.8 MI (7.7 KM)
 DG6934'NORTH OF OGILVIE, 5.1 MI (8.2 KM) NORTH ALONG TH 47 FROM JCT OF TH 47
 DG6934'AND TH 23 IN OGILVIE, AT TH 47 MP 74.1, 22 FT (6.7 M) EAST OF TH 47,
 DG6934'AT SW END OF ANN LAKE, IN SE WINGWALL OF TH 47 BOX CUL, AND NOT
 DG6934'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4798 ***********************************************************************
 DF4798  DESIGNATION -  3304 E
 DF4798  PID         -  DF4798
 DF4798  STATE/COUNTY-  MN/KANABEC
 DF4798  COUNTRY     -  US
 DF4798  USGS QUAD   -  ANN LAKE (1968)
 DF4798
 DF4798                         *CURRENT SURVEY CONTROL
 DF4798  ______________________________________________________________________
 DF4798* NAD 83(2007) POSITION- 45 55 12.02767(N) 093 25 58.16683(W)   ADJUSTED  
 DF4798* NAD 83(2007) ELLIP HT-   308.087 (meters)        (02/10/07)   ADJUSTED
 DF4798* NAD 83(2007) EPOCH   -  2002.00
 DF4798* NAVD 88 ORTHO HEIGHT -   335.618  (meters)    1101.11  (feet) ADJUSTED  
 DF4798  ______________________________________________________________________
 DF4798  NAD 83(2007) X  -   -266,154.359 (meters)                     COMP
 DF4798  NAD 83(2007) Y  - -4,436,950.319 (meters)                     COMP
 DF4798  NAD 83(2007) Z  -  4,559,288.060 (meters)                     COMP
 DF4798  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC09
 DF4798  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DF4798  DYNAMIC HEIGHT  -        335.621 (meters)     1101.12  (feet) COMP
 DF4798  MODELED GRAVITY -    980,614.2   (mgal)                       NAVD 88
 DF4798
 DF4798  VERT ORDER      -  SECOND    CLASS I
 DF4798
 DF4798  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4798  Type                                         Horiz  Ellip  Dist(km)
 DF4798  -------------------------------------------------------------------
 DF4798  NETWORK                                       0.91   0.94
 DF4798  -------------------------------------------------------------------
 DF4798  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.76   0.74      1.99
 DF4798  -------------------------------------------------------------------
 DF4798  NOTE: Click here for information on individual local accuracy
 DF4798  values and other accuracy information.
 DF4798
 DF4798
 DF4798.The horizontal coordinates were established by GPS observations
 DF4798.and adjusted by the National Geodetic Survey in February 2007.
 DF4798
 DF4798.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4798.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4798
 DF4798.The horizontal coordinates are valid at the epoch date displayed above
 DF4798.which is a decimal equivalence of Year/Month/Day.
 DF4798
 DF4798.The orthometric height was determined by differential leveling and
 DF4798.adjusted in December 2004.
 DF4798
 DF4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4798
 DF4798.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4798
 DF4798.The ellipsoidal height was determined by GPS observations
 DF4798.and is referenced to NAD 83.
 DF4798
 DF4798.The dynamic height is computed by dividing the NAVD 88
 DF4798.geopotential number by the normal gravity value computed on the
 DF4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4798.degrees latitude (g = 980.6199 gals.).
 DF4798
 DF4798.The modeled gravity was interpolated from observed gravity values.
 DF4798
 DF4798. The following values were computed from the NAD 83(2007) position.
 DF4798
 DF4798;                    North         East     Units Scale Factor Converg.
 DF4798;SPC MN C     -   202,582.282   863,387.882   MT  0.99994809   +0 35 28.1
 DF4798;SPC MN C     -   664,638.70  2,832,631.74   sFT  0.99994809   +0 35 28.1
 DF4798;UTM  15      - 5,085,250.928   466,437.174   MT  0.99961385   -0 18 39.3
 DF4798
 DF4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4798!SPC MN C     -   0.99995170  x   0.99994809  =   0.99989980
 DF4798!UTM  15      -   0.99995170  x   0.99961385  =   0.99956557
 DF4798
 DF4798                          SUPERSEDED SURVEY CONTROL
 DF4798
 DF4798  NAD 83(1996)-  45 55 12.02768(N)    093 25 58.16673(W) AD(       ) 1
 DF4798  ELLIP H (03/21/03)  308.123  (m)                       GP(       ) 3 2
 DF4798  NAVD 88 (03/21/03)  335.62   (m)         1101.1    (f) LEVELING    3  
 DF4798
 DF4798.Superseded values are not recommended for survey control.
 DF4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4798.See file dsdata.txt to determine how the superseded data were derived.
 DF4798
 DF4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6643785250(NAD 83)
 DF4798
 DF4798_MARKER: DB = BENCH MARK DISK
 DF4798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4798_STAMPING: 3304 E 1961
 DF4798_MARK LOGO: MNHD  
 DF4798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4798+STABILITY: SURFACE MOTION
 DF4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4798+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4798
 DF4798  HISTORY     - Date     Condition        Report By
 DF4798  HISTORY     - 1961     MONUMENTED       MNHD
 DF4798  HISTORY     - 20000401 GOOD             MNDT
 DF4798  HISTORY     - 20001030 GOOD             MNDT
 DF4798
 DF4798                          STATION DESCRIPTION
 DF4798
 DF4798'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4798'6.3 MI (10.1 KM) NORTH ALONG TH 47 FROM JCT OF TH 23 IN OGILVIE, AT TH
 DF4798'47 MP 75.3, 79 FT (24.1 M) WEST OF TH 47, 135 FT (41.1 M) NORTH OF CO
 DF4798'RD 26, 37 FT (11.3 M) SOUTH OF P-POLE, 4.7 FT (1.4 M) NW OF R/W SIGN,
 DF4798'0.7 FT (21.3 CM) NORTH OF WIT POST, MARK PROJECTS 1 INCH, MAGNETIC
 DF4798
 DF4798                          STATION RECOVERY (2000)
 DF4798
 DF4798'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4798'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6 MI (9.7 KM)
 DF4798'NORTH OF OGILVIE, 6.3 MI (10.1 KM) NORTH ALONG TH 47 FROM JCT OF TH 47
 DF4798'AND TH 23 IN OGILVIE, AT TH 47 MP 75.3, AT JCT OF TH 47 AND TH 26, 79
 DF4798'FT (24.1 M) WEST OF TH 47, 135 FT (41.1 M) NORTH OF CO RD 26, 37 FT
 DF4798'(11.3 M) SOUTH OF P-POLE, 4.7 FT (1.4 M) NW OF R/W SIGN, 0.7 FT (21.3
 DF4798'CM) NORTH OF WIT POST, MARK PROJECTS 1 INCH, MAGNETIC, AND SUITABLE
 DF4798'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6935 ***********************************************************************
 DG6935  DESIGNATION -  3304 F
 DG6935  PID         -  DG6935
 DG6935  STATE/COUNTY-  MN/KANABEC
 DG6935  COUNTRY     -  US
 DG6935  USGS QUAD   -  ANN LAKE (1968)
 DG6935
 DG6935                         *CURRENT SURVEY CONTROL
 DG6935  ______________________________________________________________________
 DG6935* NAD 83(1986) POSITION- 45 56 01.     (N) 093 25 53.     (W)   SCALED    
 DG6935* NAVD 88 ORTHO HEIGHT -   339.506  (meters)    1113.86  (feet) ADJUSTED  
 DG6935  ______________________________________________________________________
 DG6935  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DG6935  DYNAMIC HEIGHT  -        339.509 (meters)     1113.87  (feet) COMP
 DG6935  MODELED GRAVITY -    980,614.8   (mgal)                       NAVD 88
 DG6935
 DG6935  VERT ORDER      -  SECOND    CLASS I
 DG6935
 DG6935.The horizontal coordinates were scaled from a topographic map and have
 DG6935.an estimated accuracy of +/- 6 seconds.
 DG6935.
 DG6935.The orthometric height was determined by differential leveling and
 DG6935.adjusted in December 2004.
 DG6935
 DG6935.The dynamic height is computed by dividing the NAVD 88
 DG6935.geopotential number by the normal gravity value computed on the
 DG6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6935.degrees latitude (g = 980.6199 gals.).
 DG6935
 DG6935.The modeled gravity was interpolated from observed gravity values.
 DG6935
 DG6935;                    North         East    Units  Estimated Accuracy
 DG6935;SPC MN C     -   204,100.      863,480.      MT  (+/- 180 meters Scaled)
 DG6935
 DG6935                          SUPERSEDED SURVEY CONTROL
 DG6935
 DG6935.No superseded survey control is available for this station.
 DG6935
 DG6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL665867(NAD 83)
 DG6935
 DG6935_MARKER: DB = BENCH MARK DISK
 DG6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6935_STAMPING: 3304 F 1961
 DG6935_MARK LOGO: MNHD  
 DG6935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6935+STABILITY: SURFACE MOTION
 DG6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6935+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DG6935
 DG6935  HISTORY     - Date     Condition        Report By
 DG6935  HISTORY     - 1961     MONUMENTED       MNHD
 DG6935  HISTORY     - 20001030 GOOD             MNDT
 DG6935
 DG6935                          STATION DESCRIPTION
 DG6935
 DG6935'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6935'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7.2 MI (11.6
 DG6935'KM) NORTH ALONG TH 47 FROM JCT OF TH 47 AND TH 23 IN OGILVIE, AT TH 47
 DG6935'MP 76.2, IN SE QUADRANT OF JCT OF TH 47 AND CO RD 26, 57 FT (17.4 M)
 DG6935'EAST OF TH 47, 330 FT (100.6 M) SOUTH OF CO RD 26, 1.3 FT (0.4 M)
 DG6935'SOUTH OF WIT POST, MARK PROJECTS 12 INCHES, MAGNETIC, AND NOT SUITABLE
 DG6935'FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6936 ***********************************************************************
 DG6936  DESIGNATION -  3304 G
 DG6936  PID         -  DG6936
 DG6936  STATE/COUNTY-  MN/KANABEC
 DG6936  COUNTRY     -  US
 DG6936  USGS QUAD   -  ANN LAKE (1968)
 DG6936
 DG6936                         *CURRENT SURVEY CONTROL
 DG6936  ______________________________________________________________________
 DG6936* NAD 83(1986) POSITION- 45 56 53.     (N) 093 25 51.     (W)   SCALED    
 DG6936* NAVD 88 ORTHO HEIGHT -   348.728  (meters)    1144.12  (feet) ADJUSTED  
 DG6936  ______________________________________________________________________
 DG6936  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DG6936  DYNAMIC HEIGHT  -        348.732 (meters)     1144.13  (feet) COMP
 DG6936  MODELED GRAVITY -    980,615.3   (mgal)                       NAVD 88
 DG6936
 DG6936  VERT ORDER      -  SECOND    CLASS I
 DG6936
 DG6936.The horizontal coordinates were scaled from a topographic map and have
 DG6936.an estimated accuracy of +/- 6 seconds.
 DG6936.
 DG6936.The orthometric height was determined by differential leveling and
 DG6936.adjusted in December 2004.
 DG6936
 DG6936.The dynamic height is computed by dividing the NAVD 88
 DG6936.geopotential number by the normal gravity value computed on the
 DG6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6936.degrees latitude (g = 980.6199 gals.).
 DG6936
 DG6936.The modeled gravity was interpolated from observed gravity values.
 DG6936
 DG6936;                    North         East    Units  Estimated Accuracy
 DG6936;SPC MN C     -   205,700.      863,510.      MT  (+/- 180 meters Scaled)
 DG6936
 DG6936                          SUPERSEDED SURVEY CONTROL
 DG6936
 DG6936.No superseded survey control is available for this station.
 DG6936
 DG6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL666883(NAD 83)
 DG6936
 DG6936_MARKER: DB = BENCH MARK DISK
 DG6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6936_STAMPING: 3304 G 1961
 DG6936_MARK LOGO: MNHD  
 DG6936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6936+STABILITY: SURFACE MOTION
 DG6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6936+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DG6936
 DG6936  HISTORY     - Date     Condition        Report By
 DG6936  HISTORY     - 1961     MONUMENTED       MNHD
 DG6936  HISTORY     - 20001030 GOOD             MNDT
 DG6936
 DG6936                          STATION DESCRIPTION
 DG6936
 DG6936'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6936'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8 MI (12.9 KM)
 DG6936'NORTH OF OGILVIE, 8.2 MI (13.2 KM) NORTH ALONG TH 47 FROM JCT OF TH 47
 DG6936'AND TH 23 IN OGILVIE, AT TH 47 MP 77.2, 32 FT (9.8 M) SOUTH OF 250TH
 DG6936'AVE TO WEST, 34 FT (10.4 M) SOUTH AND 79 FT (24.1 M) EAST OF TH 47 AT
 DG6936'FIELD RD WEST, 7 FT (2.1 M) WEST OF P-POLE, 5 FT (1.5 M) EAST OF
 DG6936'T-FENCE EAST, 205 FT (62.5 M) NORTH OF FENCE, 0.5 FT (15.2 CM) NORTH
 DG6936'OF WIT POST, MARK PROJECTS 2 INCHES, MAGNETIC, AND NOT SUITABLE FOR
 DG6936'GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6937 ***********************************************************************
 DG6937  DESIGNATION -  3304 H
 DG6937  PID         -  DG6937
 DG6937  STATE/COUNTY-  MN/KANABEC
 DG6937  COUNTRY     -  US
 DG6937  USGS QUAD   -  ANN LAKE (1968)
 DG6937
 DG6937                         *CURRENT SURVEY CONTROL
 DG6937  ______________________________________________________________________
 DG6937* NAD 83(1986) POSITION- 45 58 09.     (N) 093 25 51.     (W)   SCALED    
 DG6937* NAVD 88 ORTHO HEIGHT -   350.507  (meters)    1149.96  (feet) ADJUSTED  
 DG6937  ______________________________________________________________________
 DG6937  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DG6937  DYNAMIC HEIGHT  -        350.511 (meters)     1149.97  (feet) COMP
 DG6937  MODELED GRAVITY -    980,615.8   (mgal)                       NAVD 88
 DG6937
 DG6937  VERT ORDER      -  SECOND    CLASS I
 DG6937
 DG6937.The horizontal coordinates were scaled from a topographic map and have
 DG6937.an estimated accuracy of +/- 6 seconds.
 DG6937.
 DG6937.The orthometric height was determined by differential leveling and
 DG6937.adjusted in December 2004.
 DG6937
 DG6937.The dynamic height is computed by dividing the NAVD 88
 DG6937.geopotential number by the normal gravity value computed on the
 DG6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6937.degrees latitude (g = 980.6199 gals.).
 DG6937
 DG6937.The modeled gravity was interpolated from observed gravity values.
 DG6937
 DG6937;                    North         East    Units  Estimated Accuracy
 DG6937;SPC MN C     -   208,050.      863,490.      MT  (+/- 180 meters Scaled)
 DG6937
 DG6937                          SUPERSEDED SURVEY CONTROL
 DG6937
 DG6937.No superseded survey control is available for this station.
 DG6937
 DG6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL666907(NAD 83)
 DG6937
 DG6937_MARKER: DD = SURVEY DISK
 DG6937_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG6937_SP_SET: BRIDGE WING WALL
 DG6937_STAMPING: 3304 H 1961
 DG6937_MARK LOGO: MNHD  
 DG6937_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG6937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6937+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DG6937
 DG6937  HISTORY     - Date     Condition        Report By
 DG6937  HISTORY     - 1961     MONUMENTED       MNHD
 DG6937  HISTORY     - 20001030 GOOD             MNDT
 DG6937  HISTORY     - 20080609 GOOD             MNDT
 DG6937
 DG6937                          STATION DESCRIPTION
 DG6937
 DG6937'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6937'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 9.5 MI (15.3
 DG6937'KM) NORTH OF OGILVIE, 9.65 MI (15.53 KM) NORTH ALONG TH 47 FROM JCT OF
 DG6937'TH 47 AND TH 23 IN OGILVIE, AT TH 47 MP 78.65, 19 FT (5.8 M) WEST OF
 DG6937'TH 47, IN NW WINGWALL OF TH 47 BRDG 6465 OVER LITTLE ANN RIVER, AND
 DG6937'NOT SUITABLE FOR GPS.
 DG6937
 DG6937                          STATION RECOVERY (2008)
 DG6937
 DG6937'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DG6937'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF OGILVIE, 9.4 MI
 DG6937'(15.1 KM) SOUTHWEST OF WARMAN AND 9.2 MI (14.8 KM) NORTHWEST OF MORA.
 DG6937'TO REACH TO THE MARK GO 9.5 MI (15.3 KM) NORTH OF OGILVIE, 9.65 MI
 DG6937'(15.5 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM THE JUNCTION OF TRUNK
 DG6937'HIGHWAY 47 AND TRUNK HIGHWAY 23 IN OGILVIE, AT TRUNK HIGHWAY 47 MILE
 DG6937'POINT 78.65, 19 FT (5.8 M) WEST OF TRUNK HIGHWAY 47, IN NORTHWEST WING
 DG6937'WALL OF TRUNK HIGHWAY 47 BRIDGE 6465 OVER LITTLE ANN RIVER
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6938 ***********************************************************************
 DG6938  DESIGNATION -  3304 J
 DG6938  PID         -  DG6938
 DG6938  STATE/COUNTY-  MN/KANABEC
 DG6938  COUNTRY     -  US
 DG6938  USGS QUAD   -  ANN LAKE (1968)
 DG6938
 DG6938                         *CURRENT SURVEY CONTROL
 DG6938  ______________________________________________________________________
 DG6938* NAD 83(1986) POSITION- 45 58 54.     (N) 093 25 56.     (W)   SCALED    
 DG6938* NAVD 88 ORTHO HEIGHT -   359.467  (meters)    1179.35  (feet) ADJUSTED  
 DG6938  ______________________________________________________________________
 DG6938  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DG6938  DYNAMIC HEIGHT  -        359.471 (meters)     1179.36  (feet) COMP
 DG6938  MODELED GRAVITY -    980,616.0   (mgal)                       NAVD 88
 DG6938
 DG6938  VERT ORDER      -  SECOND    CLASS I
 DG6938
 DG6938.The horizontal coordinates were scaled from a topographic map and have
 DG6938.an estimated accuracy of +/- 6 seconds.
 DG6938.
 DG6938.The orthometric height was determined by differential leveling and
 DG6938.adjusted in December 2004.
 DG6938
 DG6938.The dynamic height is computed by dividing the NAVD 88
 DG6938.geopotential number by the normal gravity value computed on the
 DG6938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6938.degrees latitude (g = 980.6199 gals.).
 DG6938
 DG6938.The modeled gravity was interpolated from observed gravity values.
 DG6938
 DG6938;                    North         East    Units  Estimated Accuracy
 DG6938;SPC MN C     -   209,440.      863,360.      MT  (+/- 180 meters Scaled)
 DG6938
 DG6938                          SUPERSEDED SURVEY CONTROL
 DG6938
 DG6938.No superseded survey control is available for this station.
 DG6938
 DG6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL665921(NAD 83)
 DG6938
 DG6938_MARKER: DD = SURVEY DISK
 DG6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6938_STAMPING: 3304 J 1961
 DG6938_MARK LOGO: MNHD  
 DG6938_PROJECTION: PROJECTING 5 CENTIMETERS
 DG6938_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6938+STABILITY: SURFACE MOTION
 DG6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6938+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
 DG6938
 DG6938  HISTORY     - Date     Condition        Report By
 DG6938  HISTORY     - 1961     MONUMENTED       MNHD
 DG6938  HISTORY     - 20001030 GOOD             MNDT
 DG6938  HISTORY     - 20080609 GOOD             MNDT
 DG6938
 DG6938                          STATION DESCRIPTION
 DG6938
 DG6938'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6938'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 10.6 MI (17.1
 DG6938'KM) NORTH ON TH 47 FROM OGILVIE, 10.55 MI (16.98 KM) NORTH ALONG TH 47
 DG6938'FROM JCT OF TH 47 AND TH 23 IN OGILVIE, AT TH 47 MP 79.55, 112 FT
 DG6938'(34.1 M) WEST OF TH 47, 42 FT (12.8 M) NORTH OF DRIVEWAY, 30.7 FT (9.4
 DG6938'M) WNW OF CABLE MARKER, 91.8 FT (28.0 M) NNW OF P-POLE, 0.5 FT (15.2
 DG6938'CM) EAST OF WIT POST, 1.2 FT (0.4 M) NORTH OF WIT POST, MARK PROJECTS
 DG6938'2 INCHES, MAGNETIC, NOT SUITABLE FOR GPS DUE TO TREES.
 DG6938
 DG6938                          STATION RECOVERY (2008)
 DG6938
 DG6938'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DG6938'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) NORTH OF OGILVIE, 9.8 MI
 DG6938'(15.8 KM) NORTHWEST OF MORA AND 8.9 MI (14.3 KM) SOUTHWEST OF WARMAN.
 DG6938'TO REACH TO THE MARK GO 10.6 MI (17.1 KM) NORTH ON TRUNK HIGHWAY 47
 DG6938'FROM OGILVIE, 10.55 MI (17.0 KM) NORTH ALONG TRUNK HIGHWAY 47 FROM THE
 DG6938'JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 23 IN OGILVIE, AT TRUNK
 DG6938'HIGHWAY 47 MILE POINT 79.55, 112 FT (34.1 M) WEST OF TRUNK HIGHWAY 47,
 DG6938'42 FT (12.8 M) NORTH OF DRIVEWAY, 30.7 FT (9.4 M) WEST-NORTHWEST OF
 DG6938'CABLE MARKER, 91.8 FT (28.0 M) NORTH-NORTHWEST OF POWER POLE, 0.5 FT
 DG6938'(0.2 M) EAST OF A WITNESS POST, 1.2 FT (0.4 M) NORTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6939 ***********************************************************************
 DG6939  DESIGNATION -  3304 L
 DG6939  PID         -  DG6939
 DG6939  STATE/COUNTY-  MN/MILLE LACS
 DG6939  COUNTRY     -  US
 DG6939  USGS QUAD   -  ISLE SW (1968)
 DG6939
 DG6939                         *CURRENT SURVEY CONTROL
 DG6939  ______________________________________________________________________
 DG6939* NAD 83(1986) POSITION- 46 02 22.     (N) 093 25 58.     (W)   SCALED    
 DG6939* NAVD 88 ORTHO HEIGHT -   372.760  (meters)    1222.96  (feet) ADJUSTED  
 DG6939  ______________________________________________________________________
 DG6939  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DG6939  DYNAMIC HEIGHT  -        372.764 (meters)     1222.98  (feet) COMP
 DG6939  MODELED GRAVITY -    980,614.2   (mgal)                       NAVD 88
 DG6939
 DG6939  VERT ORDER      -  SECOND    CLASS I
 DG6939
 DG6939.The horizontal coordinates were scaled from a topographic map and have
 DG6939.an estimated accuracy of +/- 6 seconds.
 DG6939.
 DG6939.The orthometric height was determined by differential leveling and
 DG6939.adjusted in December 2004.
 DG6939
 DG6939.Photographs are available for this station.
 DG6939
 DG6939.The dynamic height is computed by dividing the NAVD 88
 DG6939.geopotential number by the normal gravity value computed on the
 DG6939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6939.degrees latitude (g = 980.6199 gals.).
 DG6939
 DG6939.The modeled gravity was interpolated from observed gravity values.
 DG6939
 DG6939;                    North         East    Units  Estimated Accuracy
 DG6939;SPC MN C     -   215,860.      863,260.      MT  (+/- 180 meters Scaled)
 DG6939
 DG6939                          SUPERSEDED SURVEY CONTROL
 DG6939
 DG6939.No superseded survey control is available for this station.
 DG6939
 DG6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL665985(NAD 83)
 DG6939
 DG6939_MARKER: DB = BENCH MARK DISK
 DG6939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6939_STAMPING: 3304 L 1961
 DG6939_MARK LOGO: MNHD  
 DG6939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6939+STABILITY: SURFACE MOTION
 DG6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6939+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DG6939
 DG6939  HISTORY     - Date     Condition        Report By
 DG6939  HISTORY     - 1961     MONUMENTED       MNHD
 DG6939  HISTORY     - 20001030 GOOD             MNDT
 DG6939
 DG6939                          STATION DESCRIPTION
 DG6939
 DG6939'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6939'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.5 MI (8.9 KM)
 DG6939'SOUTH ON TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SE OF ISLE) , NEAR
 DG6939'JCT OF TH 47 AND TWP RD, AT TH 47 MP 83.6, 76 FT (23.2 M) WEST OF TH
 DG6939'47, AT TH 47 STA 1175+80, 48 FT (14.6 M) NORTH OF TWP RD, 44 FT (13.4
 DG6939'M) NORTH OF DRIVEWAY, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4799 ***********************************************************************
 DF4799  DESIGNATION -  3304 M
 DF4799  PID         -  DF4799
 DF4799  STATE/COUNTY-  MN/MILLE LACS
 DF4799  COUNTRY     -  US
 DF4799  USGS QUAD   -  ISLE SW (1968)
 DF4799
 DF4799                         *CURRENT SURVEY CONTROL
 DF4799  ______________________________________________________________________
 DF4799* NAD 83(2007) POSITION- 46 04 04.48737(N) 093 25 57.85396(W)   ADJUSTED  
 DF4799* NAD 83(2007) ELLIP HT-   350.874 (meters)        (02/10/07)   ADJUSTED
 DF4799* NAD 83(2007) EPOCH   -  2002.00
 DF4799* NAVD 88 ORTHO HEIGHT -   378.292  (meters)    1241.11  (feet) ADJUSTED  
 DF4799  ______________________________________________________________________
 DF4799  NAD 83(2007) X  -   -265,441.351 (meters)                     COMP
 DF4799  NAD 83(2007) Y  - -4,425,176.354 (meters)                     COMP
 DF4799  NAD 83(2007) Z  -  4,570,740.763 (meters)                     COMP
 DF4799  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 DF4799  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DF4799  DYNAMIC HEIGHT  -        378.297 (meters)     1241.13  (feet) COMP
 DF4799  MODELED GRAVITY -    980,615.3   (mgal)                       NAVD 88
 DF4799
 DF4799  VERT ORDER      -  SECOND    CLASS I
 DF4799
 DF4799  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4799  Type                                         Horiz  Ellip  Dist(km)
 DF4799  -------------------------------------------------------------------
 DF4799  NETWORK                                       0.46   0.53
 DF4799  -------------------------------------------------------------------
 DF4799  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.46   0.53      7.59
 DF4799  -------------------------------------------------------------------
 DF4799  NOTE: Click here for information on individual local accuracy
 DF4799  values and other accuracy information.
 DF4799
 DF4799
 DF4799.The horizontal coordinates were established by GPS observations
 DF4799.and adjusted by the National Geodetic Survey in February 2007.
 DF4799
 DF4799.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4799.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4799
 DF4799.The horizontal coordinates are valid at the epoch date displayed above
 DF4799.which is a decimal equivalence of Year/Month/Day.
 DF4799
 DF4799.The orthometric height was determined by differential leveling and
 DF4799.adjusted in December 2004.
 DF4799
 DF4799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4799
 DF4799.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4799
 DF4799.The ellipsoidal height was determined by GPS observations
 DF4799.and is referenced to NAD 83.
 DF4799
 DF4799.The dynamic height is computed by dividing the NAVD 88
 DF4799.geopotential number by the normal gravity value computed on the
 DF4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4799.degrees latitude (g = 980.6199 gals.).
 DF4799
 DF4799.The modeled gravity was interpolated from observed gravity values.
 DF4799
 DF4799. The following values were computed from the NAD 83(2007) position.
 DF4799
 DF4799;                    North         East     Units Scale Factor Converg.
 DF4799;SPC MN C     -   219,020.359   863,225.004   MT  0.99993283   +0 35 28.3
 DF4799;SPC MN C     -   718,569.29  2,832,097.37   sFT  0.99993283   +0 35 28.3
 DF4799;UTM  15      - 5,101,684.171   466,533.187   MT  0.99961377   -0 18 41.9
 DF4799
 DF4799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4799!SPC MN C     -   0.99994500  x   0.99993283  =   0.99987783
 DF4799!UTM  15      -   0.99994500  x   0.99961377  =   0.99955879
 DF4799
 DF4799:                Primary Azimuth Mark                     Grid Az
 DF4799:SPC MN C     -  3304 U                                   178 16 42.6
 DF4799:UTM  15      -  3304 U                                   179 10 52.8
 DF4799
 DF4799|---------------------------------------------------------------------|
 DF4799| PID    Reference Object                     Distance      Geod. Az  |
 DF4799|                                                           dddmmss.s |
 DF4799| DF4804 3304 U                              APPROX. 1.6 KM 1785210.9 |
 DF4799|---------------------------------------------------------------------|
 DF4799
 DF4799                          SUPERSEDED SURVEY CONTROL
 DF4799
 DF4799  NAD 83(1996)-  46 04 04.48724(N)    093 25 57.85380(W) AD(       ) 1
 DF4799  ELLIP H (03/21/03)  350.911  (m)                       GP(       ) 3 2
 DF4799  NAVD 88 (03/21/03)  378.29   (m)         1241.1    (f) LEVELING    3  
 DF4799
 DF4799.Superseded values are not recommended for survey control.
 DF4799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4799.See file dsdata.txt to determine how the superseded data were derived.
 DF4799
 DF4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6653301684(NAD 83)
 DF4799
 DF4799_MARKER: DB = BENCH MARK DISK
 DF4799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4799_STAMPING: 3304 M 1961
 DF4799_MARK LOGO: MNHD  
 DF4799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF4799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4799+STABILITY: SURFACE MOTION
 DF4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4799+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF4799
 DF4799  HISTORY     - Date     Condition        Report By
 DF4799  HISTORY     - 1961     MONUMENTED       MNHD
 DF4799  HISTORY     - 20000401 GOOD             MNDT
 DF4799  HISTORY     - 20001030 GOOD             MNDT
 DF4799  HISTORY     - 20021009 GOOD             MNDT
 DF4799
 DF4799                          STATION DESCRIPTION
 DF4799
 DF4799'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4799'3.5 MI (5.6 KM) SOUTH ON TH 47 FROM JCT OF TH 27 (2 MI SE OF ISLE) ,
 DF4799'AT TH 47 MP 85.55, 73 FT (22.3 M) WEST OF TH 47, AT TH 56 STA 1279+81,
 DF4799'47 FT (14.3 M) SOUTH OF CO RD 27, 0.9 FT (27.4 CM) EAST OF WIT POST,
 DF4799'MARK PROJECTS 3 INCHES, MAGNETIC,
 DF4799
 DF4799                          STATION RECOVERY (2000)
 DF4799
 DF4799'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4799'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.5 MI (5.6 KM)
 DF4799'SOUTH ON TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SE OF ISLE,) AT TH 47
 DF4799'MP 85.55, NEAR JCT OF TH 47 AND CO RD 27, 73 FT (22.3 M) WEST OF TH
 DF4799'47, AT TH 56 STA 1279+81, 47 FT (14.3 M) SOUTH OF CO RD 27, 0.9 FT
 DF4799'(27.4 CM) EAST OF W IT POST, MARK PROJECTS 3 INCHES, MAGNETIC, AND
 DF4799'SUITABLE FOR GPS.
 DF4799
 DF4799                          STATION RECOVERY (2002)
 DF4799
 DF4799'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF4799'RECOVERED AS DESCRIBED IN VOGIL AND HOGIL, 3.5 MI (5.6 KM) SOUTH ON TH
 DF4799'47 FROM JCT OF TH 27 (2 MI SE OF ISLE) , AT TH 47 MP 85.55, 73 FT
 DF4799'(22.3 M) WEST OF TH 47, 47 FT (14.3 M) SOUTH OF CO RD 27, 0.9 FT (27.4
 DF4799'CM) EAST OF WIT POST, PROJECTS 3 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6941 ***********************************************************************
 DG6941  DESIGNATION -  3304 N
 DG6941  PID         -  DG6941
 DG6941  STATE/COUNTY-  MN/MILLE LACS
 DG6941  COUNTRY     -  US
 DG6941  USGS QUAD   -  ISLE SW (1968)
 DG6941
 DG6941                         *CURRENT SURVEY CONTROL
 DG6941  ______________________________________________________________________
 DG6941* NAD 83(1986) POSITION- 46 05 39.     (N) 093 25 58.     (W)   SCALED    
 DG6941* NAVD 88 ORTHO HEIGHT -   384.761  (meters)    1262.34  (feet) ADJUSTED  
 DG6941  ______________________________________________________________________
 DG6941  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DG6941  DYNAMIC HEIGHT  -        384.766 (meters)     1262.35  (feet) COMP
 DG6941  MODELED GRAVITY -    980,616.9   (mgal)                       NAVD 88
 DG6941
 DG6941  VERT ORDER      -  SECOND    CLASS I
 DG6941
 DG6941.The horizontal coordinates were scaled from a topographic map and have
 DG6941.an estimated accuracy of +/- 6 seconds.
 DG6941.
 DG6941.The orthometric height was determined by differential leveling and
 DG6941.adjusted in December 2004.
 DG6941
 DG6941.Photographs are available for this station.
 DG6941
 DG6941.The dynamic height is computed by dividing the NAVD 88
 DG6941.geopotential number by the normal gravity value computed on the
 DG6941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6941.degrees latitude (g = 980.6199 gals.).
 DG6941
 DG6941.The modeled gravity was interpolated from observed gravity values.
 DG6941
 DG6941;                    North         East    Units  Estimated Accuracy
 DG6941;SPC MN C     -   221,940.      863,190.      MT  (+/- 180 meters Scaled)
 DG6941
 DG6941                          SUPERSEDED SURVEY CONTROL
 DG6941
 DG6941.No superseded survey control is available for this station.
 DG6941
 DG6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM665046(NAD 83)
 DG6941
 DG6941_MARKER: DB = BENCH MARK DISK
 DG6941_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6941_STAMPING: 3304 N 1961
 DG6941_MARK LOGO: MNHD  
 DG6941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6941+STABILITY: SURFACE MOTION
 DG6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6941+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DG6941
 DG6941  HISTORY     - Date     Condition        Report By
 DG6941  HISTORY     - 1961     MONUMENTED       MNHD
 DG6941  HISTORY     - 20001031 GOOD             MNDT
 DG6941
 DG6941                          STATION DESCRIPTION
 DG6941
 DG6941'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6941'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.7 MI (2.7 KM)
 DG6941'SOUTH ON TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SE OF ISLE) , AT TH
 DG6941'47 MP 87.40, 91 FT (27.7 M) WEST OF TH 47, 50.4 FT (15.4 M) SW OF
 DG6941'CABLE MARKER, 57 FT (17.4 M) NORTH OF DRIVEWAY, 0.4 FT (12.2 CM) SE OF
 DG6941'WIT POST, MARK PROJECTS 5 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS
 DG6941'DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2196 ***********************************************************************
 QO2196  DESIGNATION -  3304 P
 QO2196  PID         -  QO2196
 QO2196  STATE/COUNTY-  MN/KANABEC
 QO2196  COUNTRY     -  US
 QO2196  USGS QUAD   -  OGILVIE (1968)
 QO2196
 QO2196                         *CURRENT SURVEY CONTROL
 QO2196  ______________________________________________________________________
 QO2196* NAD 83(1986) POSITION- 45 50 02.     (N) 093 25 51.     (W)   SCALED    
 QO2196* NAVD 88 ORTHO HEIGHT -   318.064  (meters)    1043.52  (feet) ADJUSTED  
 QO2196  ______________________________________________________________________
 QO2196  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 QO2196  DYNAMIC HEIGHT  -        318.063 (meters)     1043.51  (feet) COMP
 QO2196  MODELED GRAVITY -    980,605.3   (mgal)                       NAVD 88
 QO2196
 QO2196  VERT ORDER      -  SECOND    CLASS I
 QO2196
 QO2196.The horizontal coordinates were scaled from a topographic map and have
 QO2196.an estimated accuracy of +/- 6 seconds.
 QO2196.
 QO2196.The orthometric height was determined by differential leveling and
 QO2196.adjusted in June 1991.
 QO2196
 QO2196.Photographs are available for this station.
 QO2196
 QO2196.The dynamic height is computed by dividing the NAVD 88
 QO2196.geopotential number by the normal gravity value computed on the
 QO2196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2196.degrees latitude (g = 980.6199 gals.).
 QO2196
 QO2196.The modeled gravity was interpolated from observed gravity values.
 QO2196
 QO2196;                    North         East    Units  Estimated Accuracy
 QO2196;SPC MN C     -   193,010.      863,640.      MT  (+/- 180 meters Scaled)
 QO2196
 QO2196                          SUPERSEDED SURVEY CONTROL
 QO2196
 QO2196.No superseded survey control is available for this station.
 QO2196
 QO2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL665756(NAD 83)
 QO2196
 QO2196_MARKER: DB = BENCH MARK DISK
 QO2196_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2196_SP_SET: BRIDGE ABUTMENT
 QO2196_STAMPING: 3304 P 1984
 QO2196_MARK LOGO: MNDT  
 QO2196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO2196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2196+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 QO2196
 QO2196  HISTORY     - Date     Condition        Report By
 QO2196  HISTORY     - 1984     MONUMENTED       MNDT
 QO2196  HISTORY     - 20001030 GOOD             MNDT
 QO2196  HISTORY     - 20001031 GOOD             MNDT
 QO2196  HISTORY     - 20050430 GOOD             USPSQD
 QO2196
 QO2196                          STATION DESCRIPTION
 QO2196
 QO2196'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2196'0.2 MI WNW FROM OGILVIE.
 QO2196'THE MARK IS LOCATED ABOUT 1/4 MILE WEST-NORTHWEST OF THE TOWN OF
 QO2196'OGILVIE, IN THE SW 1/4 OF SECTION 26, T39N, R25W, 0.3 MILE NORTH
 QO2196'ALONG TRUNK HIGHWAY 47 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 AT THE
 QO2196'WEST EDGE OF OGILVIE, 18.5 FEET EAST OF THE CENTERLINE OF TRUNK
 QO2196'HIGHWAY 47 AT MILEPOINT 69.3, IN THE TOP OF THE SOUTHEAST ABUTMENT OF
 QO2196'THE TRUNK HIGHWAY 47 BRIDGE (NUMBER 33001) OVER THE GROUNDHOUSE
 QO2196'RIVER.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---3304 P
 QO2196'1984---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 QO2196'ABUTMENT OF THE BRIDGE.
 QO2196
 QO2196                          STATION RECOVERY (2000)
 QO2196
 QO2196'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO2196'THE MARK WAS RECOVERED AS DESCRIBED.
 QO2196
 QO2196                          STATION RECOVERY (2000)
 QO2196
 QO2196'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QO2196'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DISK SET IN
 QO2196'BRIDGE WHEN BUILT IN 1965 THEN STAMPED WHEN RECOVERED IN 1984.
 QO2196
 QO2196                          STATION RECOVERY (2005)
 QO2196
 QO2196'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 QO2196'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4800 ***********************************************************************
 DF4800  DESIGNATION -  3304 Q
 DF4800  PID         -  DF4800
 DF4800  STATE/COUNTY-  MN/KANABEC
 DF4800  COUNTRY     -  US
 DF4800  USGS QUAD   -  OGILVIE (1968)
 DF4800
 DF4800                         *CURRENT SURVEY CONTROL
 DF4800  ______________________________________________________________________
 DF4800* NAD 83(2007) POSITION- 45 50 47.74100(N) 093 25 55.89721(W)   ADJUSTED  
 DF4800* NAD 83(2007) ELLIP HT-   290.475 (meters)        (02/10/07)   ADJUSTED
 DF4800* NAD 83(2007) EPOCH   -  2002.00
 DF4800* NAVD 88 ORTHO HEIGHT -   318.125  (meters)    1043.72  (feet) ADJUSTED  
 DF4800  ______________________________________________________________________
 DF4800  NAD 83(2007) X  -   -266,455.529 (meters)                     COMP
 DF4800  NAD 83(2007) Y  - -4,442,788.874 (meters)                     COMP
 DF4800  NAD 83(2007) Z  -  4,553,594.946 (meters)                     COMP
 DF4800  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 DF4800  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 DF4800  DYNAMIC HEIGHT  -        318.125 (meters)     1043.72  (feet) COMP
 DF4800  MODELED GRAVITY -    980,607.4   (mgal)                       NAVD 88
 DF4800
 DF4800  VERT ORDER      -  SECOND    CLASS I
 DF4800
 DF4800  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4800  Type                                         Horiz  Ellip  Dist(km)
 DF4800  -------------------------------------------------------------------
 DF4800  NETWORK                                       0.72   0.73
 DF4800  -------------------------------------------------------------------
 DF4800  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.40   0.43      1.70
 DF4800  -------------------------------------------------------------------
 DF4800  NOTE: Click here for information on individual local accuracy
 DF4800  values and other accuracy information.
 DF4800
 DF4800
 DF4800.The horizontal coordinates were established by GPS observations
 DF4800.and adjusted by the National Geodetic Survey in February 2007.
 DF4800
 DF4800.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4800.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4800
 DF4800.The horizontal coordinates are valid at the epoch date displayed above
 DF4800.which is a decimal equivalence of Year/Month/Day.
 DF4800
 DF4800.The orthometric height was determined by differential leveling and
 DF4800.adjusted in December 2004.
 DF4800
 DF4800.Photographs are available for this station.
 DF4800
 DF4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4800
 DF4800.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4800
 DF4800.The ellipsoidal height was determined by GPS observations
 DF4800.and is referenced to NAD 83.
 DF4800
 DF4800.The dynamic height is computed by dividing the NAVD 88
 DF4800.geopotential number by the normal gravity value computed on the
 DF4800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4800.degrees latitude (g = 980.6199 gals.).
 DF4800
 DF4800.The modeled gravity was interpolated from observed gravity values.
 DF4800
 DF4800. The following values were computed from the NAD 83(2007) position.
 DF4800
 DF4800;                    North         East     Units Scale Factor Converg.
 DF4800;SPC MN C     -   194,423.825   863,521.030   MT  0.99995812   +0 35 29.7
 DF4800;SPC MN C     -   637,872.17  2,833,068.58   sFT  0.99995812   +0 35 29.7
 DF4800;UTM  15      - 5,077,094.154   466,441.889   MT  0.99961384   -0 18 36.3
 DF4800
 DF4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4800!SPC MN C     -   0.99995446  x   0.99995812  =   0.99991259
 DF4800!UTM  15      -   0.99995446  x   0.99961384  =   0.99956832
 DF4800
 DF4800                          SUPERSEDED SURVEY CONTROL
 DF4800
 DF4800  NAD 83(1996)-  45 50 47.74087(N)    093 25 55.89700(W) AD(       ) 1
 DF4800  ELLIP H (03/21/03)  290.507  (m)                       GP(       ) 3 2
 DF4800  NAVD 88 (03/21/03)  318.13   (m)         1043.7    (f) LEVELING    3  
 DF4800
 DF4800.Superseded values are not recommended for survey control.
 DF4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4800.See file dsdata.txt to determine how the superseded data were derived.
 DF4800
 DF4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6644177094(NAD 83)
 DF4800
 DF4800_MARKER: DD = SURVEY DISK
 DF4800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4800_STAMPING: 3304 Q 2000
 DF4800_MARK LOGO: MNDT  
 DF4800_PROJECTION: FLUSH
 DF4800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4800+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2010
 DF4800_ROD/PIPE-DEPTH: 15.2 meters
 DF4800
 DF4800  HISTORY     - Date     Condition        Report By
 DF4800  HISTORY     - 20001030 MONUMENTED       MNDT
 DF4800  HISTORY     - 20001030 GOOD             MNDT
 DF4800  HISTORY     - 20050430 GOOD             USPSQD
 DF4800  HISTORY     - 20100517 GOOD             MNDT
 DF4800
 DF4800                          STATION DESCRIPTION
 DF4800
 DF4800'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4800'1 MI (1.6 KM) NORTH OF OGILVIE, 1.2 MI (1.9 KM) NORTH ALONG TH 47 FROM
 DF4800'JCT OF TH 23, AT TH 47 MP 70.2, 169 FT (51.5 M) WEST OF TH 47, 32 FT
 DF4800'(9.8 M) NORTH OF CO RD 55, 4.9FT EAST OF R/W POST, 4.5 FT (1.4 M) SE
 DF4800'OF FENCE COR, 2.1 F T SOUTH OF WIT POST.
 DF4800
 DF4800                          STATION RECOVERY (2000)
 DF4800
 DF4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4800'THE MARK IS 1 MI (1.6 KM) NORTH OF OGILVIE, 1.2 MI (1.9 KM) NORTH
 DF4800'ALONG TH 47 FROM JCT OF TH 47 AND TH 23 IN OGILVIE, AT TH 47 MP 70.2,
 DF4800'169 FT (51.5 M) WEST OF TH 47, 32 FT (9.8 M) NORTH OF CO RD 55, 4.9 FT
 DF4800'(1.5 M) EAST OF R/W POST, 4.5 FT (1.4 M) SE OF FENCE COR, 2.1 FT (0.6
 DF4800'M) SOUTH OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4800
 DF4800                          STATION RECOVERY (2005)
 DF4800
 DF4800'RECOVERY NOTE BY US POWER SQUADRON 2005 (JRD)
 DF4800'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS. JRD
 DF4800
 DF4800                          STATION RECOVERY (2010)
 DF4800
 DF4800'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (BJV)
 DF4800'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4800'THE MARK IS 1.0 MILE NORTH OF OGILVIE, 1.2 MILES NORTH ALONG TRUNK
 DF4800'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 23 IN
 DF4800'OGILVIE, AT TRUNK HIGHWAY 47 MILEPOINT 70.2, 169 FEET WEST OF TRUNK
 DF4800'HIGHWAY 47, 32 FEET NORTH OF COUNTY ROAD 55, 4.9 FEET EAST OF
 DF4800'RIGHT-OF-WAY POST, 4.5 FEET SOUTHEAST OF FENCE CORNER, 2.1 FEET SOUTH
 DF4800'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4801 ***********************************************************************
 DF4801  DESIGNATION -  3304 R
 DF4801  PID         -  DF4801
 DF4801  STATE/COUNTY-  MN/KANABEC
 DF4801  COUNTRY     -  US
 DF4801  USGS QUAD   -  ANN LAKE (1968)
 DF4801
 DF4801                         *CURRENT SURVEY CONTROL
 DF4801  ______________________________________________________________________
 DF4801* NAD 83(2007) POSITION- 45 57 44.88800(N) 093 25 52.05554(W)   ADJUSTED  
 DF4801* NAD 83(2007) ELLIP HT-   321.787 (meters)        (02/10/07)   ADJUSTED
 DF4801* NAD 83(2007) EPOCH   -  2002.00
 DF4801* NAVD 88 ORTHO HEIGHT -   349.278  (meters)    1145.92  (feet) ADJUSTED  
 DF4801  ______________________________________________________________________
 DF4801  NAD 83(2007) X  -   -265,820.477 (meters)                     COMP
 DF4801  NAD 83(2007) Y  - -4,433,582.015 (meters)                     COMP
 DF4801  NAD 83(2007) Z  -  4,562,580.036 (meters)                     COMP
 DF4801  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC09
 DF4801  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DF4801  DYNAMIC HEIGHT  -        349.281 (meters)     1145.93  (feet) COMP
 DF4801  MODELED GRAVITY -    980,615.7   (mgal)                       NAVD 88
 DF4801
 DF4801  VERT ORDER      -  SECOND    CLASS I
 DF4801
 DF4801  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4801  Type                                         Horiz  Ellip  Dist(km)
 DF4801  -------------------------------------------------------------------
 DF4801  NETWORK                                       0.90   0.90
 DF4801  -------------------------------------------------------------------
 DF4801  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   0.71      3.18
 DF4801  -------------------------------------------------------------------
 DF4801  NOTE: Click here for information on individual local accuracy
 DF4801  values and other accuracy information.
 DF4801
 DF4801
 DF4801.The horizontal coordinates were established by GPS observations
 DF4801.and adjusted by the National Geodetic Survey in February 2007.
 DF4801
 DF4801.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4801.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4801
 DF4801.The horizontal coordinates are valid at the epoch date displayed above
 DF4801.which is a decimal equivalence of Year/Month/Day.
 DF4801
 DF4801.The orthometric height was determined by differential leveling and
 DF4801.adjusted in December 2004.
 DF4801
 DF4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4801
 DF4801.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4801
 DF4801.The ellipsoidal height was determined by GPS observations
 DF4801.and is referenced to NAD 83.
 DF4801
 DF4801.The dynamic height is computed by dividing the NAVD 88
 DF4801.geopotential number by the normal gravity value computed on the
 DF4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4801.degrees latitude (g = 980.6199 gals.).
 DF4801
 DF4801.The modeled gravity was interpolated from observed gravity values.
 DF4801
 DF4801. The following values were computed from the NAD 83(2007) position.
 DF4801
 DF4801;                    North         East     Units Scale Factor Converg.
 DF4801;SPC MN C     -   207,302.702   863,470.767   MT  0.99994303   +0 35 32.5
 DF4801;SPC MN C     -   680,125.61  2,832,903.67   sFT  0.99994303   +0 35 32.5
 DF4801;UTM  15      - 5,089,967.893   466,594.321   MT  0.99961372   -0 18 35.8
 DF4801
 DF4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4801!SPC MN C     -   0.99994956  x   0.99994303  =   0.99989259
 DF4801!UTM  15      -   0.99994956  x   0.99961372  =   0.99956330
 DF4801
 DF4801                          SUPERSEDED SURVEY CONTROL
 DF4801
 DF4801  NAD 83(1996)-  45 57 44.88807(N)    093 25 52.05551(W) AD(       ) 1
 DF4801  ELLIP H (03/21/03)  321.827  (m)                       GP(       ) 3 2
 DF4801  NAVD 88 (03/21/03)  349.28   (m)         1145.9    (f) LEVELING    3  
 DF4801
 DF4801.Superseded values are not recommended for survey control.
 DF4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4801.See file dsdata.txt to determine how the superseded data were derived.
 DF4801
 DF4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6659489967(NAD 83)
 DF4801
 DF4801_MARKER: DD = SURVEY DISK
 DF4801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4801_STAMPING: 3304 R 2000
 DF4801_MARK LOGO: MNDT  
 DF4801_PROJECTION: FLUSH
 DF4801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4801+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DF4801_ROD/PIPE-DEPTH:  4.6 meters
 DF4801
 DF4801  HISTORY     - Date     Condition        Report By
 DF4801  HISTORY     - 2000     MONUMENTED       MNDT
 DF4801  HISTORY     - 20001030 GOOD             MNDT
 DF4801
 DF4801                          STATION DESCRIPTION
 DF4801
 DF4801'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4801'9.20 MI (14.81 KM) NORTH ALONG TH 47 FROM THE JCT OF TH 23 IN OGILVIE,
 DF4801'AT TH 47 MP 78.20, 70 FT (21.3 M) WEST OF TH 47, 18 FT (5.5 M) SOUTH
 DF4801'OF DRIVEWAY, 9.2 FT (2.8 M) SE OF P-POLE, 2.8 FT (0.9 M) NORTH OF WIT
 DF4801'POST.
 DF4801
 DF4801                          STATION RECOVERY (2000)
 DF4801
 DF4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4801'THE MARK IS 9 MI (14.5 KM) NORTH OF OGILVIE, 9.20 MI (14.81 KM) NORTH
 DF4801'ALONG TH 47 FROM THE JCT OF TH 47 AND TH 23 IN OGILVIE, AT TH 47 MP
 DF4801'78.20, 70 FT (21.3 M) WEST OF TH 47, 18 FT (5.5 M) SOUTH OF DRIVEWAY,
 DF4801'9.2 FT (2.8 M) SE OF P-POLE, 2.8 FT (0.9 M) NORTH OF WIT POST,
 DF4801'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4802 ***********************************************************************
 DF4802  DESIGNATION -  3304 S
 DF4802  PID         -  DF4802
 DF4802  STATE/COUNTY-  MN/MILLE LACS
 DF4802  COUNTRY     -  US
 DF4802  USGS QUAD   -  ANN LAKE (1968)
 DF4802
 DF4802                         *CURRENT SURVEY CONTROL
 DF4802  ______________________________________________________________________
 DF4802* NAD 83(2007) POSITION- 45 59 45.86017(N) 093 25 58.71740(W)   ADJUSTED  
 DF4802* NAD 83(2007) ELLIP HT-   336.856 (meters)        (02/10/07)   ADJUSTED
 DF4802* NAD 83(2007) EPOCH   -  2002.00
 DF4802* NAVD 88 ORTHO HEIGHT -   364.311  (meters)    1195.24  (feet) ADJUSTED  
 DF4802  ______________________________________________________________________
 DF4802  NAD 83(2007) X  -   -265,803.459 (meters)                     COMP
 DF4802  NAD 83(2007) Y  - -4,430,902.732 (meters)                     COMP
 DF4802  NAD 83(2007) Z  -  4,565,186.559 (meters)                     COMP
 DF4802  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC09
 DF4802  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DF4802  DYNAMIC HEIGHT  -        364.315 (meters)     1195.26  (feet) COMP
 DF4802  MODELED GRAVITY -    980,616.2   (mgal)                       NAVD 88
 DF4802
 DF4802  VERT ORDER      -  SECOND    CLASS I
 DF4802
 DF4802  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4802  Type                                         Horiz  Ellip  Dist(km)
 DF4802  -------------------------------------------------------------------
 DF4802  NETWORK                                       0.95   1.00
 DF4802  -------------------------------------------------------------------
 DF4802  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.90      2.96
 DF4802  -------------------------------------------------------------------
 DF4802  NOTE: Click here for information on individual local accuracy
 DF4802  values and other accuracy information.
 DF4802
 DF4802
 DF4802.The horizontal coordinates were established by GPS observations
 DF4802.and adjusted by the National Geodetic Survey in February 2007.
 DF4802
 DF4802.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4802.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4802
 DF4802.The horizontal coordinates are valid at the epoch date displayed above
 DF4802.which is a decimal equivalence of Year/Month/Day.
 DF4802
 DF4802.The orthometric height was determined by differential leveling and
 DF4802.adjusted in December 2004.
 DF4802
 DF4802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4802
 DF4802.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4802
 DF4802.The ellipsoidal height was determined by GPS observations
 DF4802.and is referenced to NAD 83.
 DF4802
 DF4802.The dynamic height is computed by dividing the NAVD 88
 DF4802.geopotential number by the normal gravity value computed on the
 DF4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4802.degrees latitude (g = 980.6199 gals.).
 DF4802
 DF4802.The modeled gravity was interpolated from observed gravity values.
 DF4802
 DF4802. The following values were computed from the NAD 83(2007) position.
 DF4802
 DF4802;                    North         East     Units Scale Factor Converg.
 DF4802;SPC MN C     -   211,035.849   863,288.814   MT  0.99993942   +0 35 27.7
 DF4802;SPC MN C     -   692,373.45  2,832,306.72   sFT  0.99993942   +0 35 27.7
 DF4802;UTM  15      - 5,093,702.220   466,471.223   MT  0.99961382   -0 18 41.2
 DF4802
 DF4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4802!SPC MN C     -   0.99994719  x   0.99993942  =   0.99988662
 DF4802!UTM  15      -   0.99994719  x   0.99961382  =   0.99956103
 DF4802
 DF4802                          SUPERSEDED SURVEY CONTROL
 DF4802
 DF4802  NAD 83(1996)-  45 59 45.86016(N)    093 25 58.71729(W) AD(       ) 1
 DF4802  ELLIP H (03/21/03)  336.893  (m)                       GP(       ) 3 2
 DF4802  NAVD 88 (03/21/03)  364.31   (m)         1195.2    (f) LEVELING    3  
 DF4802
 DF4802.Superseded values are not recommended for survey control.
 DF4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4802.See file dsdata.txt to determine how the superseded data were derived.
 DF4802
 DF4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6647193702(NAD 83)
 DF4802
 DF4802_MARKER: DD = SURVEY DISK
 DF4802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4802_STAMPING: 3304 S 2000
 DF4802_MARK LOGO: MNDT  
 DF4802_PROJECTION: FLUSH
 DF4802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4802+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DF4802_ROD/PIPE-DEPTH:  4.6 meters
 DF4802
 DF4802  HISTORY     - Date     Condition        Report By
 DF4802  HISTORY     - 2000     MONUMENTED       MNDT
 DF4802  HISTORY     - 20001031 GOOD             MNDT
 DF4802
 DF4802                          STATION DESCRIPTION
 DF4802
 DF4802'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4802'11.5 MI (18.5 KM) NORTH OF OGILVIE, 11.6 MI (18.7 KM) NORTH ALONG TH
 DF4802'47 FROM THE JCT OF TH 23, 20 FT (6.1 M) NORTH OF DEWITT POOL RD, 100
 DF4802'FT (30.5 M) WEST OF TH 47, 25.3 FT (7.7 M) SW OF P-POLE, 2.1 FT (0.6
 DF4802'M) EAST OF WIT POST.
 DF4802
 DF4802                          STATION RECOVERY (2000)
 DF4802
 DF4802'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4802'THE MARK IS 11.5 MI (18.5 KM) NORTH OF OGILVIE, 11.6 MI (18.7 KM)
 DF4802'NORTH ALONG TH 47 FROM THE JCT OF TH 47 AND TH 23 IN OGILVIE, 100 FT
 DF4802'(30.5 M) WEST OF TH 47, 20 FT (6.1 M) NORTH OF DEWITT POOL RD, 25.3 FT
 DF4802'(7.7 M) SW OF P-POLE, 2.1 FT (0.6 M) EAST OF WIT POST, MAGNETIC, AND
 DF4802'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4803 ***********************************************************************
 DF4803  DESIGNATION -  3304 T
 DF4803  PID         -  DF4803
 DF4803  STATE/COUNTY-  MN/MILLE LACS
 DF4803  COUNTRY     -  US
 DF4803  USGS QUAD   -  ISLE SW (1968)
 DF4803
 DF4803                         *CURRENT SURVEY CONTROL
 DF4803  ______________________________________________________________________
 DF4803* NAD 83(2007) POSITION- 46 01 21.88020(N) 093 25 58.98313(W)   ADJUSTED  
 DF4803* NAD 83(2007) ELLIP HT-   346.954 (meters)        (02/10/07)   ADJUSTED
 DF4803* NAD 83(2007) EPOCH   -  2002.00
 DF4803* NAVD 88 ORTHO HEIGHT -   374.398  (meters)    1228.34  (feet) ADJUSTED  
 DF4803  ______________________________________________________________________
 DF4803  NAD 83(2007) X  -   -265,681.856 (meters)                     COMP
 DF4803  NAD 83(2007) Y  - -4,428,780.169 (meters)                     COMP
 DF4803  NAD 83(2007) Z  -  4,567,253.009 (meters)                     COMP
 DF4803  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC09
 DF4803  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DF4803  DYNAMIC HEIGHT  -        374.401 (meters)     1228.35  (feet) COMP
 DF4803  MODELED GRAVITY -    980,613.8   (mgal)                       NAVD 88
 DF4803
 DF4803  VERT ORDER      -  SECOND    CLASS I
 DF4803
 DF4803  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4803  Type                                         Horiz  Ellip  Dist(km)
 DF4803  -------------------------------------------------------------------
 DF4803  NETWORK                                       0.54   0.59
 DF4803  -------------------------------------------------------------------
 DF4803  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.56   0.57      5.02
 DF4803  -------------------------------------------------------------------
 DF4803  NOTE: Click here for information on individual local accuracy
 DF4803  values and other accuracy information.
 DF4803
 DF4803
 DF4803.The horizontal coordinates were established by GPS observations
 DF4803.and adjusted by the National Geodetic Survey in February 2007.
 DF4803
 DF4803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4803.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4803
 DF4803.The horizontal coordinates are valid at the epoch date displayed above
 DF4803.which is a decimal equivalence of Year/Month/Day.
 DF4803
 DF4803.The orthometric height was determined by differential leveling and
 DF4803.adjusted in December 2004.
 DF4803
 DF4803.Photographs are available for this station.
 DF4803
 DF4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4803
 DF4803.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4803
 DF4803.The ellipsoidal height was determined by GPS observations
 DF4803.and is referenced to NAD 83.
 DF4803
 DF4803.The dynamic height is computed by dividing the NAVD 88
 DF4803.geopotential number by the normal gravity value computed on the
 DF4803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4803.degrees latitude (g = 980.6199 gals.).
 DF4803
 DF4803.The modeled gravity was interpolated from observed gravity values.
 DF4803
 DF4803. The following values were computed from the NAD 83(2007) position.
 DF4803
 DF4803;                    North         East     Units Scale Factor Converg.
 DF4803;SPC MN C     -   214,000.107   863,252.520   MT  0.99993679   +0 35 27.5
 DF4803;SPC MN C     -   702,098.68  2,832,187.64   sFT  0.99993679   +0 35 27.5
 DF4803;UTM  15      - 5,096,665.721   466,481.622   MT  0.99961381   -0 18 41.9
 DF4803
 DF4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4803!SPC MN C     -   0.99994561  x   0.99993679  =   0.99988241
 DF4803!UTM  15      -   0.99994561  x   0.99961381  =   0.99955944
 DF4803
 DF4803                          SUPERSEDED SURVEY CONTROL
 DF4803
 DF4803  NAD 83(1996)-  46 01 21.88000(N)    093 25 58.98287(W) AD(       ) 1
 DF4803  ELLIP H (03/21/03)  346.988  (m)                       GP(       ) 3 2
 DF4803  NAVD 88 (03/21/03)  374.40   (m)         1228.3    (f) LEVELING    3  
 DF4803
 DF4803.Superseded values are not recommended for survey control.
 DF4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4803.See file dsdata.txt to determine how the superseded data were derived.
 DF4803
 DF4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6648196665(NAD 83)
 DF4803
 DF4803_MARKER: DD = SURVEY DISK
 DF4803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4803_STAMPING: 3304 T 2000
 DF4803_MARK LOGO: MNDT  
 DF4803_PROJECTION: FLUSH
 DF4803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4803+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2010
 DF4803_ROD/PIPE-DEPTH:  4.6 meters
 DF4803
 DF4803  HISTORY     - Date     Condition        Report By
 DF4803  HISTORY     - 20001030 MONUMENTED       MNDT
 DF4803  HISTORY     - 20001031 GOOD             MNDT
 DF4803  HISTORY     - 20100405 GOOD             MNDT
 DF4803
 DF4803                          STATION DESCRIPTION
 DF4803
 DF4803'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4803'8.25 MI (13.28 KM) SOUTH OF ISLE, 6.6 MI (10.6 KM) SOUTH ALONG TH 47
 DF4803'FROM JCT OF TH 27, AT TH 47 MP 82.45, 75 FT (22.9 M) WEST OF TH 47, 45
 DF4803'FT (13.7 M) NORTH OF ENT, 1.5 FT (0.5 M) SOUTH OF R/W POST, 25.7 FT
 DF4803'(7.8 M) NORTH OF CABLE MARKER, 2.1 WEST OF WIT POST.
 DF4803
 DF4803                          STATION RECOVERY (2000)
 DF4803
 DF4803'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4803'THE MARK IS 8.25 MI (13.28 KM) SOUTH OF ISLE, 6.6 MI (10.6 KM) SOUTH
 DF4803'ALONG TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SE OF ISLE,) AT TH 47 MP
 DF4803'82.45, 75 FT (22.9 M) WEST OF TH 47, 45 FT (13.7 M) NORTH OF ENT, 1.5
 DF4803'FT (0.5 M) SOUTH OF R/W POST, 25.7 FT (7.8 M) NORTH OF CABLE MARKER,
 DF4803'2.1 FT (0.6 M) WEST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4803
 DF4803                          STATION RECOVERY (2010)
 DF4803
 DF4803'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF4803'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4803'THE MARK 8.25 MILES SOUTH OF ISLE, 8.8 MILES SOUTH ALONG TRUNK HIGHWAY
 DF4803'47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27 IN ISLE, AT
 DF4803'TRUNK HIGHWAY 47 MILEPOINT 82.45, 75 FEET WEST OF TRUNK HIGHWAY 47, 45
 DF4803'FEET NORTH OF ENTRANCE, 25.7 FEET NORTH OF CABLE MARKER NUMBER 2757,
 DF4803'1.5 FEET SOUTH OF RIGHT-OF-WAY POST, 2.1 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5712 ***********************************************************************
 DM5712  DESIGNATION -  3304 U RESET
 DM5712  PID         -  DM5712
 DM5712  STATE/COUNTY-  MN/KANABEC
 DM5712  COUNTRY     -  US
 DM5712  USGS QUAD   -  ISLE SW (1968)
 DM5712
 DM5712                         *CURRENT SURVEY CONTROL
 DM5712  ______________________________________________________________________
 DM5712* NAD 83(2007) POSITION- 46 03 12.67637(N) 093 25 56.38592(W)   ADJUSTED  
 DM5712* NAD 83(2007) ELLIP HT-   347.258 (meters)        (02/11/11)   ADJUSTED
 DM5712* NAD 83(2007) EPOCH   -  2002.00
 DM5712* NAVD 88 ORTHO HEIGHT -   374.69   (meters)    1229.3   (feet) LEVELING  
 DM5712  ______________________________________________________________________
 DM5712  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DM5712  NAD 83(2007) X  -   -265,478.674 (meters)                     COMP
 DM5712  NAD 83(2007) Y  - -4,426,325.641 (meters)                     COMP
 DM5712  NAD 83(2007) Z  -  4,569,628.073 (meters)                     COMP
 DM5712  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC09
 DM5712  HORZ ORDER      -  FIRST
 DM5712  VERT ORDER      -  THIRD ?
 DM5712  ELLP ORDER      -  FIRST     CLASS I
 DM5712
 DM5712.The horizontal coordinates were established by GPS observations
 DM5712.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5712
 DM5712.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5712.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5712
 DM5712.The horizontal coordinates are valid at the epoch date displayed above
 DM5712.which is a decimal equivalence of Year/Month/Day.
 DM5712
 DM5712.The orthometric height was determined by differential leveling.
 DM5712.The vertical network tie was performed by a horz. field party for horz.
 DM5712.obs reductions. Reset procedures were used to establish the elevation.
 DM5712
 DM5712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5712
 DM5712.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5712
 DM5712.The ellipsoidal height was determined by GPS observations
 DM5712.and is referenced to NAD 83.
 DM5712
 DM5712. The following values were computed from the NAD 83(2007) position.
 DM5712
 DM5712;                    North         East     Units Scale Factor Converg.
 DM5712;SPC MN C     -   217,421.176   863,273.064   MT  0.99993402   +0 35 29.4
 DM5712;SPC MN C     -   713,322.64  2,832,255.04   sFT  0.99993402   +0 35 29.4
 DM5712;UTM  15      - 5,100,084.941   466,556.035   MT  0.99961375   -0 18 40.6
 DM5712
 DM5712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5712!SPC MN C     -   0.99994556  x   0.99993402  =   0.99987959
 DM5712!UTM  15      -   0.99994556  x   0.99961375  =   0.99955934
 DM5712
 DM5712                          SUPERSEDED SURVEY CONTROL
 DM5712
 DM5712.No superseded survey control is available for this station.
 DM5712
 DM5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6655600084(NAD 83)
 DM5712
 DM5712_MARKER: I = METAL ROD
 DM5712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5712_STAMPING: 3304 U RESET 2010
 DM5712_MARK LOGO: MNDT  
 DM5712_PROJECTION: RECESSED 5 CENTIMETERS
 DM5712_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5712+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5712_ROD/PIPE-DEPTH: 12.2 meters
 DM5712
 DM5712  HISTORY     - Date     Condition        Report By
 DM5712  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5712
 DM5712                          STATION DESCRIPTION
 DM5712
 DM5712'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5712'THE MARK IS 6.0 MILES SOUTH OF ISLE, 4.5 MILES SOUTH ALONG TRUNK
 DM5712'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27 IN
 DM5712'ISLE, AT TRUNK HIGHWAY 47 MILEPOINT 84.55, 105.2 FEET EAST OF TRUNK
 DM5712'HIGHWAY 47, 47.8 FEET SOUTH OF COUNTY ROAD 15, 17 FEET WEST OF
 DM5712'ENTRANCE, 32.4 FEET NORTHEAST OF CABLE MARKER, 2.7 FEET EAST OF
 DM5712'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5713 ***********************************************************************
 DM5713  DESIGNATION -  3304 V RESET
 DM5713  PID         -  DM5713
 DM5713  STATE/COUNTY-  MN/MILLE LACS
 DM5713  COUNTRY     -  US
 DM5713  USGS QUAD   -  ISLE SW (1968)
 DM5713
 DM5713                         *CURRENT SURVEY CONTROL
 DM5713  ______________________________________________________________________
 DM5713* NAD 83(2007) POSITION- 46 04 55.46685(N) 093 25 58.22997(W)   ADJUSTED  
 DM5713* NAD 83(2007) ELLIP HT-   361.436 (meters)        (02/11/11)   ADJUSTED
 DM5713* NAD 83(2007) EPOCH   -  2002.00
 DM5713* NAVD 88 ORTHO HEIGHT -   388.85   (meters)    1275.8   (feet) LEVELING  
 DM5713  ______________________________________________________________________
 DM5713  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DM5713  NAD 83(2007) X  -   -265,381.969 (meters)                     COMP
 DM5713  NAD 83(2007) Y  - -4,424,051.462 (meters)                     COMP
 DM5713  NAD 83(2007) Z  -  4,571,840.362 (meters)                     COMP
 DM5713  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC09
 DM5713  HORZ ORDER      -  FIRST
 DM5713  VERT ORDER      -  THIRD ?
 DM5713  ELLP ORDER      -  FIRST     CLASS I
 DM5713
 DM5713.The horizontal coordinates were established by GPS observations
 DM5713.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5713
 DM5713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5713.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5713
 DM5713.The horizontal coordinates are valid at the epoch date displayed above
 DM5713.which is a decimal equivalence of Year/Month/Day.
 DM5713
 DM5713.The orthometric height was determined by differential leveling.
 DM5713.The vertical network tie was performed by a horz. field party for horz.
 DM5713.obs reductions. Reset procedures were used to establish the elevation.
 DM5713
 DM5713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5713
 DM5713.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5713
 DM5713.The ellipsoidal height was determined by GPS observations
 DM5713.and is referenced to NAD 83.
 DM5713
 DM5713. The following values were computed from the NAD 83(2007) position.
 DM5713
 DM5713;                    North         East     Units Scale Factor Converg.
 DM5713;SPC MN C     -   220,594.116   863,200.686   MT  0.99993171   +0 35 28.0
 DM5713;SPC MN C     -   723,732.53  2,832,017.58   sFT  0.99993171   +0 35 28.0
 DM5713;UTM  15      - 5,103,257.615   466,533.670   MT  0.99961377   -0 18 42.5
 DM5713
 DM5713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5713!SPC MN C     -   0.99994334  x   0.99993171  =   0.99987506
 DM5713!UTM  15      -   0.99994334  x   0.99961377  =   0.99955713
 DM5713
 DM5713                          SUPERSEDED SURVEY CONTROL
 DM5713
 DM5713.No superseded survey control is available for this station.
 DM5713
 DM5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6653303257(NAD 83)
 DM5713
 DM5713_MARKER: I = METAL ROD
 DM5713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5713_STAMPING: 3304 V RESET 2010
 DM5713_MARK LOGO: MNDT  
 DM5713_PROJECTION: FLUSH
 DM5713_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5713+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5713_ROD/PIPE-DEPTH:  6.1 meters
 DM5713
 DM5713  HISTORY     - Date     Condition        Report By
 DM5713  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5713
 DM5713                          STATION DESCRIPTION
 DM5713
 DM5713'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5713'THE MARK IS 4.0 MILES SOUTH OF ISLE, 4.7 MILES SOUTH ALONG TRUNK
 DM5713'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27 IN
 DM5713'ISLE, AT TRUNK HIGHWAY 47 MILEPOINT 86.60, 72.5 FEET WEST OF TRUNK
 DM5713'HIGHWAY 47, 41.3 FEET SOUTH OF DRIVEWAY, 2.7 FEET EAST OF RIGHT-OF-WAY
 DM5713'POST, 1.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4805 ***********************************************************************
 DF4805  DESIGNATION -  3304 W
 DF4805  PID         -  DF4805
 DF4805  STATE/COUNTY-  MN/MILLE LACS
 DF4805  COUNTRY     -  US
 DF4805  USGS QUAD   -  ISLE SW (1968)
 DF4805
 DF4805                         *CURRENT SURVEY CONTROL
 DF4805  ______________________________________________________________________
 DF4805* NAD 83(2007) POSITION- 46 06 28.19352(N) 093 25 57.43521(W)   ADJUSTED  
 DF4805* NAD 83(2007) ELLIP HT-   356.962 (meters)        (02/10/07)   ADJUSTED
 DF4805* NAD 83(2007) EPOCH   -  2002.00
 DF4805* NAVD 88 ORTHO HEIGHT -   384.374  (meters)    1261.07  (feet) ADJUSTED  
 DF4805  ______________________________________________________________________
 DF4805  NAD 83(2007) X  -   -265,241.222 (meters)                     COMP
 DF4805  NAD 83(2007) Y  - -4,421,990.196 (meters)                     COMP
 DF4805  NAD 83(2007) Z  -  4,573,822.654 (meters)                     COMP
 DF4805  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 DF4805  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DF4805  DYNAMIC HEIGHT  -        384.379 (meters)     1261.08  (feet) COMP
 DF4805  MODELED GRAVITY -    980,617.7   (mgal)                       NAVD 88
 DF4805
 DF4805  VERT ORDER      -  SECOND    CLASS I
 DF4805
 DF4805  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4805  Type                                         Horiz  Ellip  Dist(km)
 DF4805  -------------------------------------------------------------------
 DF4805  NETWORK                                       0.62   0.65
 DF4805  -------------------------------------------------------------------
 DF4805  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.45   0.47      2.83
 DF4805  -------------------------------------------------------------------
 DF4805  NOTE: Click here for information on individual local accuracy
 DF4805  values and other accuracy information.
 DF4805
 DF4805
 DF4805.The horizontal coordinates were established by GPS observations
 DF4805.and adjusted by the National Geodetic Survey in February 2007.
 DF4805
 DF4805.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4805.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4805
 DF4805.The horizontal coordinates are valid at the epoch date displayed above
 DF4805.which is a decimal equivalence of Year/Month/Day.
 DF4805
 DF4805.The orthometric height was determined by differential leveling and
 DF4805.adjusted in December 2004.
 DF4805
 DF4805.Photographs are available for this station.
 DF4805
 DF4805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4805
 DF4805.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4805
 DF4805.The ellipsoidal height was determined by GPS observations
 DF4805.and is referenced to NAD 83.
 DF4805
 DF4805.The dynamic height is computed by dividing the NAVD 88
 DF4805.geopotential number by the normal gravity value computed on the
 DF4805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4805.degrees latitude (g = 980.6199 gals.).
 DF4805
 DF4805.The modeled gravity was interpolated from observed gravity values.
 DF4805
 DF4805. The following values were computed from the NAD 83(2007) position.
 DF4805
 DF4805;                    North         East     Units Scale Factor Converg.
 DF4805;SPC MN C     -   223,456.959   863,188.217   MT  0.99992984   +0 35 28.6
 DF4805;SPC MN C     -   733,125.04  2,831,976.68   sFT  0.99992984   +0 35 28.6
 DF4805;UTM  15      - 5,106,119.391   466,566.309   MT  0.99961374   -0 18 42.4
 DF4805
 DF4805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4805!SPC MN C     -   0.99994404  x   0.99992984  =   0.99987389
 DF4805!UTM  15      -   0.99994404  x   0.99961374  =   0.99955781
 DF4805
 DF4805                          SUPERSEDED SURVEY CONTROL
 DF4805
 DF4805  NAD 83(1996)-  46 06 28.19329(N)    093 25 57.43498(W) AD(       ) 1
 DF4805  ELLIP H (03/21/03)  356.994  (m)                       GP(       ) 3 2
 DF4805  NAVD 88 (03/21/03)  384.37   (m)         1261.1    (f) LEVELING    3  
 DF4805
 DF4805.Superseded values are not recommended for survey control.
 DF4805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4805.See file dsdata.txt to determine how the superseded data were derived.
 DF4805
 DF4805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6656606119(NAD 83)
 DF4805
 DF4805_MARKER: DD = SURVEY DISK
 DF4805_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4805_STAMPING: 3304 W 2000
 DF4805_MARK LOGO: MNDT  
 DF4805_PROJECTION: FLUSH
 DF4805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4805+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DF4805_ROD/PIPE-DEPTH: 12.2 meters
 DF4805
 DF4805  HISTORY     - Date     Condition        Report By
 DF4805  HISTORY     - 20001030 MONUMENTED       MNDT
 DF4805  HISTORY     - 20001031 GOOD             MNDT
 DF4805  HISTORY     - 20100331 GOOD             MNDT
 DF4805
 DF4805                          STATION DESCRIPTION
 DF4805
 DF4805'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4805'2.5 MI (4.0 KM) SOUTH OF ISLE, 0.7 MI (1.1 KM) SOUTH ALONG TH 47 FROM
 DF4805'JCT OF TH 27, AT TH 47 MP 88.3, 70 FT (21.3 M) WEST OF TH 47, 71 FT
 DF4805'(21.6 M) NORTH OF DRIVEWAY, 1.9 FT (0.6 M) EAST OF WIT POST.
 DF4805
 DF4805                          STATION RECOVERY (2000)
 DF4805
 DF4805'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4805'THE MARK IS 2.50 MI (4.02 KM) SOUTH OF ISLE, 0.7 MI (1.1 KM) SOUTH
 DF4805'ALONG TH 47 FROM JCT OF TH 47 AND TH 27 (2 MI SE OF ISLE,) AT TH 47 MP
 DF4805'88.3, 70 FT (21.3 M) WEST OF TH 47, 71 FT (21.6 M) NORTH OF DRIVEWAY,
 DF4805'1.9 FT (0.6 M) EAST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4805
 DF4805                          STATION RECOVERY (2010)
 DF4805
 DF4805'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF4805'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4805'THE MARK 2.7 MILES SOUTHEAST OF ISLE, 2.9 MILES SOUTH ALONG TRUNK
 DF4805'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27 IN
 DF4805'ISLE, AT TRUNK HIGHWAY 47 MILEPOINT 88.3, 70 FEET WEST OF TRUNK
 DF4805'HIGHWAY 47, 71 FEET NORTH OF SANDWEDGE DRIVE, 1.9 FEET EAST OF WITNESS
 DF4805'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2197 ***********************************************************************
 QO2197  DESIGNATION -  3306 A
 QO2197  PID         -  QO2197
 QO2197  STATE/COUNTY-  MN/KANABEC
 QO2197  COUNTRY     -  US
 QO2197  USGS QUAD   -  MORA SOUTH (1980)
 QO2197
 QO2197                         *CURRENT SURVEY CONTROL
 QO2197  ______________________________________________________________________
 QO2197* NAD 83(1986) POSITION- 45 47 20.     (N) 093 16 35.     (W)   SCALED    
 QO2197* NAVD 88 ORTHO HEIGHT -   292.098  (meters)     958.32  (feet) ADJUSTED  
 QO2197  ______________________________________________________________________
 QO2197  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 QO2197  DYNAMIC HEIGHT  -        292.090 (meters)      958.30  (feet) COMP
 QO2197  MODELED GRAVITY -    980,583.1   (mgal)                       NAVD 88
 QO2197
 QO2197  VERT ORDER      -  SECOND    CLASS I
 QO2197
 QO2197.The horizontal coordinates were scaled from a topographic map and have
 QO2197.an estimated accuracy of +/- 6 seconds.
 QO2197.
 QO2197.The orthometric height was determined by differential leveling and
 QO2197.adjusted in June 1991.
 QO2197
 QO2197.The dynamic height is computed by dividing the NAVD 88
 QO2197.geopotential number by the normal gravity value computed on the
 QO2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2197.degrees latitude (g = 980.6199 gals.).
 QO2197
 QO2197.The modeled gravity was interpolated from observed gravity values.
 QO2197
 QO2197;                    North         East    Units  Estimated Accuracy
 QO2197;SPC MN C     -   188,150.      875,700.      MT  (+/- 180 meters Scaled)
 QO2197
 QO2197                          SUPERSEDED SURVEY CONTROL
 QO2197
 QO2197.No superseded survey control is available for this station.
 QO2197
 QO2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL785706(NAD 83)
 QO2197
 QO2197_MARKER: DB = BENCH MARK DISK
 QO2197_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2197_SP_SET: BRIDGE ABUTMENT
 QO2197_STAMPING: 3306 A 1984
 QO2197_MARK LOGO: MNDT  
 QO2197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2197
 QO2197  HISTORY     - Date     Condition        Report By
 QO2197  HISTORY     - 1984     MONUMENTED       MNDT
 QO2197
 QO2197                          STATION DESCRIPTION
 QO2197
 QO2197'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2197'5 MI SSE FROM MORA.
 QO2197'THE MARK IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 QO2197'MORA, NEAR THE NORTH 1/4 OF SECTION 13, T38N, R24W, 1.0 MILE EAST
 QO2197'ALONG TRUNK HIGHWAY 70 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT
 QO2197'5 MILES SOUTH OF MORA, THENCE ABOUT 500 FEET NORTH ON A GRAVEL
 QO2197'TOWNSHIP ROAD, IN THE TOP OF THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER
 QO2197'3493 (THE GRAVEL ROAD OVER THE GROUNDHOUSE RIVER).  THE MARK, A
 QO2197'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3306 A
 QO2197'1984---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 QO2197'ABUTMENT OF THE BRIDGE THAT WAS BUILT IN 1921 AND THE MARK IS ABOUT
 QO2197'LEVEL WITH THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2198 ***********************************************************************
 QO2198  DESIGNATION -  3306 B
 QO2198  PID         -  QO2198
 QO2198  STATE/COUNTY-  MN/KANABEC
 QO2198  COUNTRY     -  US
 QO2198  USGS QUAD   -  MORA SOUTH (1980)
 QO2198
 QO2198                         *CURRENT SURVEY CONTROL
 QO2198  ______________________________________________________________________
 QO2198* NAD 83(1986) POSITION- 45 47 18.     (N) 093 15 58.     (W)   SCALED    
 QO2198* NAVD 88 ORTHO HEIGHT -   298.585  (meters)     979.61  (feet) ADJUSTED  
 QO2198  ______________________________________________________________________
 QO2198  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 QO2198  DYNAMIC HEIGHT  -        298.577 (meters)      979.58  (feet) COMP
 QO2198  MODELED GRAVITY -    980,582.0   (mgal)                       NAVD 88
 QO2198
 QO2198  VERT ORDER      -  SECOND    CLASS I
 QO2198
 QO2198.The horizontal coordinates were scaled from a topographic map and have
 QO2198.an estimated accuracy of +/- 6 seconds.
 QO2198.
 QO2198.The orthometric height was determined by differential leveling and
 QO2198.adjusted in June 1991.
 QO2198
 QO2198.The dynamic height is computed by dividing the NAVD 88
 QO2198.geopotential number by the normal gravity value computed on the
 QO2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2198.degrees latitude (g = 980.6199 gals.).
 QO2198
 QO2198.The modeled gravity was interpolated from observed gravity values.
 QO2198
 QO2198;                    North         East    Units  Estimated Accuracy
 QO2198;SPC MN C     -   188,100.      876,500.      MT  (+/- 180 meters Scaled)
 QO2198
 QO2198                          SUPERSEDED SURVEY CONTROL
 QO2198
 QO2198.No superseded survey control is available for this station.
 QO2198
 QO2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL793705(NAD 83)
 QO2198
 QO2198_MARKER: DB = BENCH MARK DISK
 QO2198_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2198_SP_SET: ALUMINUM ALLOY ROD
 QO2198_STAMPING: 3306 B 1984
 QO2198_MARK LOGO: MNDT  
 QO2198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2198
 QO2198  HISTORY     - Date     Condition        Report By
 QO2198  HISTORY     - 1984     MONUMENTED       MNDT
 QO2198
 QO2198                          STATION DESCRIPTION
 QO2198
 QO2198'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2198'5 MI SSE FROM MORA.
 QO2198'THE MARK IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 QO2198'MORA, IN THE NE 1/4 OF SECTION 14, T38N, R24W, 1.5 MILES EAST ALONG
 QO2198'TRUNK HIGHWAY 70 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 5
 QO2198'MILES SOUTH OF MORA, 350 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QO2198'HIGHWAY 70 AT MILEPOINT 1.5, 31.0 FEET WEST OF THE CENTERLINE OF
 QO2198'COUNTY ROAD 45, 1.4 FEET EAST-NORTHEAST OF A POWER POLE, 1.6 FEET
 QO2198'EAST-SOUTHEAST OF A LARGE POST (OLD POLE), AND 1.0 FOOT WEST OF A
 QO2198'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QO2198'CONTROL MONUMENT DISK STAMPED---3306 B 1984---, IS SET ON THE TOP OF
 QO2198'A 5/8 INCH DIAMETER BY 30 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 QO2198'0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH
 QO2198'COUNTY ROAD 45.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2199 ***********************************************************************
 QO2199  DESIGNATION -  3306 C
 QO2199  PID         -  QO2199
 QO2199  STATE/COUNTY-  MN/KANABEC
 QO2199  COUNTRY     -  US
 QO2199  USGS QUAD   -  GRASSTON (1983)
 QO2199
 QO2199                         *CURRENT SURVEY CONTROL
 QO2199  ______________________________________________________________________
 QO2199* NAD 83(1986) POSITION- 45 47 17.     (N) 093 14 42.     (W)   SCALED    
 QO2199* NAVD 88 ORTHO HEIGHT -   290.924  (meters)     954.47  (feet) ADJUSTED  
 QO2199  ______________________________________________________________________
 QO2199  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 QO2199  DYNAMIC HEIGHT  -        290.916 (meters)      954.45  (feet) COMP
 QO2199  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 QO2199
 QO2199  VERT ORDER      -  SECOND    CLASS I
 QO2199
 QO2199.The horizontal coordinates were scaled from a topographic map and have
 QO2199.an estimated accuracy of +/- 6 seconds.
 QO2199.
 QO2199.The orthometric height was determined by differential leveling and
 QO2199.adjusted in June 1991.
 QO2199
 QO2199.The dynamic height is computed by dividing the NAVD 88
 QO2199.geopotential number by the normal gravity value computed on the
 QO2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2199.degrees latitude (g = 980.6199 gals.).
 QO2199
 QO2199.The modeled gravity was interpolated from observed gravity values.
 QO2199
 QO2199;                    North         East    Units  Estimated Accuracy
 QO2199;SPC MN C     -   188,090.      878,140.      MT  (+/- 180 meters Scaled)
 QO2199
 QO2199                          SUPERSEDED SURVEY CONTROL
 QO2199
 QO2199.No superseded survey control is available for this station.
 QO2199
 QO2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL809705(NAD 83)
 QO2199
 QO2199_MARKER: DB = BENCH MARK DISK
 QO2199_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2199_SP_SET: ALUMINUM ALLOY ROD
 QO2199_STAMPING: 3306 C 1984
 QO2199_MARK LOGO: MNDT  
 QO2199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2199
 QO2199  HISTORY     - Date     Condition        Report By
 QO2199  HISTORY     - 1984     MONUMENTED       MNDT
 QO2199
 QO2199                          STATION DESCRIPTION
 QO2199
 QO2199'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2199'5.5 MI SE FROM MORA.
 QO2199'THE MARK IS LOCATED ABOUT 5-1/2 MILES SOUTHEAST OF THE TOWN OF MORA,
 QO2199'IN THE NW 1/4 OF SECTION 17, T38N, R23W, 2.5 MILES EAST ALONG TRUNK
 QO2199'HIGHWAY 70 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 5 MILES
 QO2199'SOUTH OF MORA, ABOUT 300 FEET SOUTH OF THE CENTERLINE OF TRUNK
 QO2199'HIGHWAY 70 AT MILEPOINT 2.5, 48 FEET EAST OF THE CENTER OF A ROAD,
 QO2199'1.6 FEET WEST-NORTHWEST OF A POWER POLE, AND 0.7 FOOT NORTH OF A
 QO2199'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QO2199'CONTROL MONUMENT DISK STAMPED---3306 C 1984---, IS SET ON THE TOP OF
 QO2199'A 5/8 INCH DIAMETER BY 45 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 QO2199'0.4 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET BELOW
 QO2199'THE LEVEL OF THE ROAD.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2200 ***********************************************************************
 QO2200  DESIGNATION -  3306 D
 QO2200  PID         -  QO2200
 QO2200  STATE/COUNTY-  MN/KANABEC
 QO2200  COUNTRY     -  US
 QO2200  USGS QUAD   -  GRASSTON (1983)
 QO2200
 QO2200                         *CURRENT SURVEY CONTROL
 QO2200  ______________________________________________________________________
 QO2200* NAD 83(1986) POSITION- 45 47 16.     (N) 093 13 30.     (W)   SCALED    
 QO2200* NAVD 88 ORTHO HEIGHT -   293.875  (meters)     964.15  (feet) ADJUSTED  
 QO2200  ______________________________________________________________________
 QO2200  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 QO2200  DYNAMIC HEIGHT  -        293.866 (meters)      964.13  (feet) COMP
 QO2200  MODELED GRAVITY -    980,579.1   (mgal)                       NAVD 88
 QO2200
 QO2200  VERT ORDER      -  SECOND    CLASS I
 QO2200
 QO2200.The horizontal coordinates were scaled from a topographic map and have
 QO2200.an estimated accuracy of +/- 6 seconds.
 QO2200.
 QO2200.The orthometric height was determined by differential leveling and
 QO2200.adjusted in June 1991.
 QO2200
 QO2200.The dynamic height is computed by dividing the NAVD 88
 QO2200.geopotential number by the normal gravity value computed on the
 QO2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2200.degrees latitude (g = 980.6199 gals.).
 QO2200
 QO2200.The modeled gravity was interpolated from observed gravity values.
 QO2200
 QO2200;                    North         East    Units  Estimated Accuracy
 QO2200;SPC MN C     -   188,070.      879,700.      MT  (+/- 180 meters Scaled)
 QO2200
 QO2200                          SUPERSEDED SURVEY CONTROL
 QO2200
 QO2200.No superseded survey control is available for this station.
 QO2200
 QO2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL825704(NAD 83)
 QO2200
 QO2200_MARKER: DB = BENCH MARK DISK
 QO2200_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2200_SP_SET: ALUMINUM ALLOY ROD
 QO2200_STAMPING: 3306 D 1984
 QO2200_MARK LOGO: MNDT  
 QO2200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2200
 QO2200  HISTORY     - Date     Condition        Report By
 QO2200  HISTORY     - 1984     MONUMENTED       MNDT
 QO2200
 QO2200                          STATION DESCRIPTION
 QO2200
 QO2200'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2200'6 MI SE FROM MORA.
 QO2200'THE MARK IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE TOWN OF MORA, IN
 QO2200'THE NE 1/4 OF SECTION 17, T38N, R23W, 3.5 MILES EAST ALONG TRUNK
 QO2200'HIGHWAY 70 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 5 MILES
 QO2200'SOUTH OF MORA, 183 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 70
 QO2200'AT MILEPOINT 3.5, 51.5 FEET WEST OF THE CENTER OF COUNTY ROAD 7, 33
 QO2200'FEET SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2 FEET NORTH-NORTHEAST
 QO2200'OF A POWER POLE, AND 0.9 FOOT SOUTH-SOUTHEAST OF A STEEL WITNESS
 QO2200'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QO2200'DISK STAMPED---3306 D 1984---, IS SET ON THE TOP OF A 5/8 INCH
 QO2200'DIAMETER BY 43 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 QO2200'SURFACE OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 7.  A MAGNET
 QO2200'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2201 ***********************************************************************
 QO2201  DESIGNATION -  3306 E
 QO2201  PID         -  QO2201
 QO2201  STATE/COUNTY-  MN/KANABEC
 QO2201  COUNTRY     -  US
 QO2201  USGS QUAD   -  GRASSTON (1983)
 QO2201
 QO2201                         *CURRENT SURVEY CONTROL
 QO2201  ______________________________________________________________________
 QO2201* NAD 83(1986) POSITION- 45 47 19.     (N) 093 12 27.     (W)   SCALED    
 QO2201* NAVD 88 ORTHO HEIGHT -   288.536  (meters)     946.64  (feet) ADJUSTED  
 QO2201  ______________________________________________________________________
 QO2201  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 QO2201  DYNAMIC HEIGHT  -        288.527 (meters)      946.61  (feet) COMP
 QO2201  MODELED GRAVITY -    980,579.1   (mgal)                       NAVD 88
 QO2201
 QO2201  VERT ORDER      -  SECOND    CLASS I
 QO2201
 QO2201.The horizontal coordinates were scaled from a topographic map and have
 QO2201.an estimated accuracy of +/- 6 seconds.
 QO2201.
 QO2201.The orthometric height was determined by differential leveling and
 QO2201.adjusted in June 1991.
 QO2201
 QO2201.The dynamic height is computed by dividing the NAVD 88
 QO2201.geopotential number by the normal gravity value computed on the
 QO2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2201.degrees latitude (g = 980.6199 gals.).
 QO2201
 QO2201.The modeled gravity was interpolated from observed gravity values.
 QO2201
 QO2201;                    North         East    Units  Estimated Accuracy
 QO2201;SPC MN C     -   188,190.      881,060.      MT  (+/- 180 meters Scaled)
 QO2201
 QO2201                          SUPERSEDED SURVEY CONTROL
 QO2201
 QO2201.No superseded survey control is available for this station.
 QO2201
 QO2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL838705(NAD 83)
 QO2201
 QO2201_MARKER: DB = BENCH MARK DISK
 QO2201_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2201_SP_SET: ALUMINUM ALLOY ROD
 QO2201_STAMPING: 3306 E 1984
 QO2201_MARK LOGO: MNDT  
 QO2201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2201
 QO2201  HISTORY     - Date     Condition        Report By
 QO2201  HISTORY     - 1984     MONUMENTED       MNDT
 QO2201
 QO2201                          STATION DESCRIPTION
 QO2201
 QO2201'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2201'6 MI SE FROM MORA.
 QO2201'THE MARK IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE TOWN OF MORA, IN
 QO2201'THE SE 1/4 OF SECTION 9, T38N, R23W, 4.3 MILES EAST ALONG TRUNK
 QO2201'HIGHWAY 70 FROM ITS JUNCTION WITH TRUNK HIGHWAY 65 ABOUT 6 MILES
 QO2201'SOUTH OF MORA, 114 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 70
 QO2201'AT MILEPOINT 4.3, 47 FEET EAST OF THE CENTER OF COUNTY ROAD 44, 150.5
 QO2201'FEET EAST-NORTHEAST OF A LIGHT POLE, 79.3 FEET NORTH-NORTHEAST OF A
 QO2201'TELEPHONE CABLE PEDESTAL, 1.7 FEET SOUTH-SOUTHWEST OF A 24 INCH
 QO2201'DIAMETER TWIN COTTONWOOD TREE, AND 1.2 FEET NORTH OF A STEEL WITNESS
 QO2201'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QO2201'DISK STAMPED---3306 E 1984---, IS SET ON THE TOP OF A 5/8 INCH
 QO2201'DIAMETER BY 41 FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.1 FOOT
 QO2201'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET BELOW THE LEVEL
 QO2201'OF TRUNK HIGHWAY 70.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2203 ***********************************************************************
 QO2203  DESIGNATION -  3307 A
 QO2203  PID         -  QO2203
 QO2203  STATE/COUNTY-  MN/KANABEC
 QO2203  COUNTRY     -  US
 QO2203  USGS QUAD   -  MORA SOUTH (1980)
 QO2203
 QO2203                         *CURRENT SURVEY CONTROL
 QO2203  ______________________________________________________________________
 QO2203* NAD 83(1986) POSITION- 45 46 30.     (N) 093 16 54.     (W)   SCALED    
 QO2203* NAVD 88 ORTHO HEIGHT -   293.228  (meters)     962.03  (feet) ADJUSTED  
 QO2203  ______________________________________________________________________
 QO2203  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 QO2203  DYNAMIC HEIGHT  -        293.220 (meters)      962.01  (feet) COMP
 QO2203  MODELED GRAVITY -    980,581.4   (mgal)                       NAVD 88
 QO2203
 QO2203  VERT ORDER      -  SECOND    CLASS I
 QO2203
 QO2203.The horizontal coordinates were scaled from a topographic map and have
 QO2203.an estimated accuracy of +/- 6 seconds.
 QO2203.
 QO2203.The orthometric height was determined by differential leveling and
 QO2203.adjusted in June 1991.
 QO2203
 QO2203.The dynamic height is computed by dividing the NAVD 88
 QO2203.geopotential number by the normal gravity value computed on the
 QO2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2203.degrees latitude (g = 980.6199 gals.).
 QO2203
 QO2203.The modeled gravity was interpolated from observed gravity values.
 QO2203
 QO2203;                    North         East    Units  Estimated Accuracy
 QO2203;SPC MN C     -   186,600.      875,310.      MT  (+/- 180 meters Scaled)
 QO2203
 QO2203                          SUPERSEDED SURVEY CONTROL
 QO2203
 QO2203.No superseded survey control is available for this station.
 QO2203
 QO2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL781690(NAD 83)
 QO2203
 QO2203_MARKER: DB = BENCH MARK DISK
 QO2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2203_SP_SET: CONCRETE POST
 QO2203_STAMPING: 3307 A 1984
 QO2203_MARK LOGO: MNDT  
 QO2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2203+STABILITY: SURFACE MOTION
 QO2203
 QO2203  HISTORY     - Date     Condition        Report By
 QO2203  HISTORY     - 1984     MONUMENTED       MNDT
 QO2203
 QO2203                          STATION DESCRIPTION
 QO2203
 QO2203'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2203'6.5 MI SSE FROM MORA.
 QO2203'THE MARK IS LOCATED ABOUT 6-1/2 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 QO2203'MORA, IN THE NW 1/4 OF SECTION 24, T38N, R24W, 1.3 MILES SOUTH ALONG
 QO2203'TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 70 ABOUT 5
 QO2203'MILES SOUTH OF MORA, 73.5 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 QO2203'HIGHWAY 65 AT MILEPOINT 57.6, 22 FEET NORTH-NORTHWEST OF THE CENTER
 QO2203'OF AN ENTRANCE, 73.8 FEET EAST-SOUTHEAST OF A POWER POLE WITH A
 QO2203'TRANSFORMER, 100.9 FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF A
 QO2203'GARAGE, AND 0.6 FOOT WEST-NORTHWEST OF A STEEL WITNESS POST.  THE
 QO2203'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---3307 A 1984---, IS
 QO2203'SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS
 QO2203'0.3 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW
 QO2203'THE LEVEL OF TRUNK HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2204 ***********************************************************************
 QO2204  DESIGNATION -  3307 B
 QO2204  PID         -  QO2204
 QO2204  STATE/COUNTY-  MN/KANABEC
 QO2204  COUNTRY     -  US
 QO2204  USGS QUAD   -  MORA SOUTH (1980)
 QO2204
 QO2204                         *CURRENT SURVEY CONTROL
 QO2204  ______________________________________________________________________
 QO2204* NAD 83(1986) POSITION- 45 45 20.     (N) 093 15 27.     (W)   SCALED    
 QO2204* NAVD 88 ORTHO HEIGHT -   292.662  (meters)     960.18  (feet) ADJUSTED  
 QO2204  ______________________________________________________________________
 QO2204  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 QO2204  DYNAMIC HEIGHT  -        292.653 (meters)      960.15  (feet) COMP
 QO2204  MODELED GRAVITY -    980,576.4   (mgal)                       NAVD 88
 QO2204
 QO2204  VERT ORDER      -  SECOND    CLASS I
 QO2204
 QO2204.The horizontal coordinates were scaled from a topographic map and have
 QO2204.an estimated accuracy of +/- 6 seconds.
 QO2204.
 QO2204.The orthometric height was determined by differential leveling and
 QO2204.adjusted in June 1991.
 QO2204
 QO2204.The dynamic height is computed by dividing the NAVD 88
 QO2204.geopotential number by the normal gravity value computed on the
 QO2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2204.degrees latitude (g = 980.6199 gals.).
 QO2204
 QO2204.The modeled gravity was interpolated from observed gravity values.
 QO2204
 QO2204;                    North         East    Units  Estimated Accuracy
 QO2204;SPC MN C     -   184,460.      877,220.      MT  (+/- 180 meters Scaled)
 QO2204
 QO2204                          SUPERSEDED SURVEY CONTROL
 QO2204
 QO2204.No superseded survey control is available for this station.
 QO2204
 QO2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL799669(NAD 83)
 QO2204
 QO2204_MARKER: DB = BENCH MARK DISK
 QO2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2204_SP_SET: CONCRETE POST
 QO2204_STAMPING: 3307 B 1984
 QO2204_MARK LOGO: MNDT  
 QO2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2204+STABILITY: SURFACE MOTION
 QO2204
 QO2204  HISTORY     - Date     Condition        Report By
 QO2204  HISTORY     - 1984     MONUMENTED       MNDT
 QO2204
 QO2204                          STATION DESCRIPTION
 QO2204
 QO2204'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2204'4.5 MI NW FROM BRAHAM.
 QO2204'THE MARK IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF THE TOWN OF
 QO2204'BRAHAM, IN THE NW 1/4 OF SECTION 30, T38N, R23W, 4.75 MILES NORTH
 QO2204'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH
 QO2204'OF BRAHAM, 74.0 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 65
 QO2204'AT MILEPOINT 55.8, 91 FEET SOUTH-SOUTHEAST OF THE CENTER OF AN
 QO2204'ENTRANCE, 2.4 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST, AND 0.6 FOOT
 QO2204'WEST-NORTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2204'BENCH MARK DISK STAMPED---3307 B 1984---, IS SET IN THE TOP OF A 6
 QO2204'FOOT LONG PRECAST CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE
 QO2204'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2205 ***********************************************************************
 QO2205  DESIGNATION -  3307 C
 QO2205  PID         -  QO2205
 QO2205  STATE/COUNTY-  MN/KANABEC
 QO2205  COUNTRY     -  US
 QO2205  USGS QUAD   -  MORA SOUTH (1980)
 QO2205
 QO2205                         *CURRENT SURVEY CONTROL
 QO2205  ______________________________________________________________________
 QO2205* NAD 83(1986) POSITION- 45 47 46.     (N) 093 17 49.     (W)   SCALED    
 QO2205* NAVD 88 ORTHO HEIGHT -   293.728  (meters)     963.67  (feet) ADJUSTED  
 QO2205  ______________________________________________________________________
 QO2205  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 QO2205  DYNAMIC HEIGHT  -        293.721 (meters)      963.65  (feet) COMP
 QO2205  MODELED GRAVITY -    980,586.6   (mgal)                       NAVD 88
 QO2205
 QO2205  VERT ORDER      -  SECOND    CLASS I
 QO2205
 QO2205.The horizontal coordinates were scaled from a topographic map and have
 QO2205.an estimated accuracy of +/- 6 seconds.
 QO2205.
 QO2205.The orthometric height was determined by differential leveling and
 QO2205.adjusted in June 1991.
 QO2205
 QO2205.The dynamic height is computed by dividing the NAVD 88
 QO2205.geopotential number by the normal gravity value computed on the
 QO2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2205.degrees latitude (g = 980.6199 gals.).
 QO2205
 QO2205.The modeled gravity was interpolated from observed gravity values.
 QO2205
 QO2205;                    North         East    Units  Estimated Accuracy
 QO2205;SPC MN C     -   188,930.      874,090.      MT  (+/- 180 meters Scaled)
 QO2205
 QO2205                          SUPERSEDED SURVEY CONTROL
 QO2205
 QO2205.No superseded survey control is available for this station.
 QO2205
 QO2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL769714(NAD 83)
 QO2205
 QO2205_MARKER: DB = BENCH MARK DISK
 QO2205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2205_SP_SET: BRIDGE ABUTMENT
 QO2205_STAMPING: 3307 C 1984
 QO2205_MARK LOGO: MNDT  
 QO2205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2205
 QO2205  HISTORY     - Date     Condition        Report By
 QO2205  HISTORY     - 1984     MONUMENTED       MNDT
 QO2205
 QO2205                          STATION DESCRIPTION
 QO2205
 QO2205'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2205'5.5 MI SOUTH FROM MORA.
 QO2205'THE MARK IS LOCATED ABOUT 5-1/2 MILES SOUTH OF THE TOWN OF MORA, NEAR
 QO2205'THE CENTER OF SECTION 11, T38N, R24W, 4.05 MILES SOUTH ALONG TRUNK
 QO2205'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH
 QO2205'OF MORA, 19.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2205'MILEPOINT 59.35 AND ABOUT 150 FEET SOUTH OF COUNTY ROAD 2, IN THE TOP
 QO2205'OF THE SOUTHEAST ABUTMENT OF THE TRUNK HIGHWAY 65 BRIDGE (NUMBER
 QO2205'6412) OVER THE GROUNDHOUSE RIVER.  THE MARK, A STANDARD MNDT ALUMINUM
 QO2205'VERTICAL CONTROL MONUMENT DISK STAMPED---3307 C 1984---, IS SET FLUSH
 QO2205'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE
 QO2205'AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF TRUNK HIGHWAY 65.  A MAGNET IN
 QO2205'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2206 ***********************************************************************
 QO2206  DESIGNATION -  3307 D
 QO2206  PID         -  QO2206
 QO2206  STATE/COUNTY-  MN/KANABEC
 QO2206  COUNTRY     -  US
 QO2206  USGS QUAD   -  MORA SOUTH (1980)
 QO2206
 QO2206                         *CURRENT SURVEY CONTROL
 QO2206  ______________________________________________________________________
 QO2206* NAD 83(1986) POSITION- 45 48 25.     (N) 093 17 53.     (W)   SCALED    
 QO2206* NAVD 88 ORTHO HEIGHT -   292.662  (meters)     960.18  (feet) ADJUSTED  
 QO2206  ______________________________________________________________________
 QO2206  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 QO2206  DYNAMIC HEIGHT  -        292.656 (meters)      960.16  (feet) COMP
 QO2206  MODELED GRAVITY -    980,588.8   (mgal)                       NAVD 88
 QO2206
 QO2206  VERT ORDER      -  SECOND    CLASS I
 QO2206
 QO2206.The horizontal coordinates were scaled from a topographic map and have
 QO2206.an estimated accuracy of +/- 6 seconds.
 QO2206.
 QO2206.The orthometric height was determined by differential leveling and
 QO2206.adjusted in June 1991.
 QO2206
 QO2206.The dynamic height is computed by dividing the NAVD 88
 QO2206.geopotential number by the normal gravity value computed on the
 QO2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2206.degrees latitude (g = 980.6199 gals.).
 QO2206
 QO2206.The modeled gravity was interpolated from observed gravity values.
 QO2206
 QO2206;                    North         East    Units  Estimated Accuracy
 QO2206;SPC MN C     -   190,130.      873,990.      MT  (+/- 180 meters Scaled)
 QO2206
 QO2206                          SUPERSEDED SURVEY CONTROL
 QO2206
 QO2206.No superseded survey control is available for this station.
 QO2206
 QO2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL768726(NAD 83)
 QO2206
 QO2206_MARKER: DB = BENCH MARK DISK
 QO2206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2206_SP_SET: ALUMINUM ALLOY ROD
 QO2206_STAMPING: 3307 D 1984
 QO2206_MARK LOGO: MNDT  
 QO2206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2206
 QO2206  HISTORY     - Date     Condition        Report By
 QO2206  HISTORY     - 1984     MONUMENTED       MNDT
 QO2206
 QO2206                          STATION DESCRIPTION
 QO2206
 QO2206'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2206'4.75 MI SOUTH FROM MORA.
 QO2206'THE MARK IS LOCATED ABOUT 4-3/4 MILES SOUTH OF THE TOWN OF MORA, IN
 QO2206'THE SW 1/4 OF SECTION 2, T38N, R24W, 3.25 MILES SOUTH ALONG TRUNK
 QO2206'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH
 QO2206'OF MORA, 246 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2206'MILEPOINT 60.1, 31 FEET SOUTH OF THE CENTER OF COUNTY ROAD 61, 134.6
 QO2206'FEET EAST OF A POWER POLE, 49 FEET EAST-NORTHEAST OF A 10 INCH
 QO2206'DIAMETER PINE TREE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 QO2206'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QO2206'STAMPED---3307 D 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 QO2206'65 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 QO2206'THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF COUNTY ROAD 61.  A
 QO2206'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2207 ***********************************************************************
 QO2207  DESIGNATION -  3307 E
 QO2207  PID         -  QO2207
 QO2207  STATE/COUNTY-  MN/KANABEC
 QO2207  COUNTRY     -  US
 QO2207  USGS QUAD   -  MORA SOUTH (1980)
 QO2207
 QO2207                         *CURRENT SURVEY CONTROL
 QO2207  ______________________________________________________________________
 QO2207* NAD 83(1996) POSITION- 45 49 54.54259(N) 093 17 49.90117(W)   ADJUSTED  
 QO2207* NAD 83(1996) ELLIP HT-   274.662 (meters)        (03/16/99)   ADJUSTED
 QO2207* NAVD 88 ORTHO HEIGHT -   302.500  (meters)     992.45  (feet) ADJUSTED  
 QO2207  ______________________________________________________________________
 QO2207  NAD 83(1996) X  -   -256,053.948 (meters)                     COMP
 QO2207  NAD 83(1996) Y  - -4,444,569.751 (meters)                     COMP
 QO2207  NAD 83(1996) Z  -  4,552,439.282 (meters)                     COMP
 QO2207  LAPLACE CORR    -         -3.97  (seconds)                    DEFLEC09
 QO2207  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 QO2207  DYNAMIC HEIGHT  -        302.495 (meters)      992.44  (feet) COMP
 QO2207  MODELED GRAVITY -    980,592.5   (mgal)                       NAVD 88
 QO2207
 QO2207  HORZ ORDER      -  SECOND
 QO2207  VERT ORDER      -  SECOND    CLASS I
 QO2207  ELLP ORDER      -  FOURTH    CLASS I
 QO2207
 QO2207.The horizontal coordinates were established by GPS observations
 QO2207.and adjusted by the National Geodetic Survey in March 1999.
 QO2207
 QO2207.The orthometric height was determined by differential leveling and
 QO2207.adjusted in June 1991.
 QO2207
 QO2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2207
 QO2207.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2207
 QO2207.The ellipsoidal height was determined by GPS observations
 QO2207.and is referenced to NAD 83.
 QO2207
 QO2207.The dynamic height is computed by dividing the NAVD 88
 QO2207.geopotential number by the normal gravity value computed on the
 QO2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2207.degrees latitude (g = 980.6199 gals.).
 QO2207
 QO2207.The modeled gravity was interpolated from observed gravity values.
 QO2207
 QO2207. The following values were computed from the NAD 83(1996) position.
 QO2207
 QO2207;                    North         East     Units Scale Factor Converg.
 QO2207;SPC MN C     -   192,898.739   874,026.014   MT  0.99996033   +0 41 21.3
 QO2207;SPC MN C     -   632,868.61  2,867,533.68   sFT  0.99996033   +0 41 21.3
 QO2207;UTM  15      - 5,075,404.467   476,917.901   MT  0.99960655   -0 12 47.4
 QO2207
 QO2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2207!SPC MN C     -   0.99995694  x   0.99996033  =   0.99991727
 QO2207!UTM  15      -   0.99995694  x   0.99960655  =   0.99956351
 QO2207
 QO2207                          SUPERSEDED SURVEY CONTROL
 QO2207
 QO2207  ELLIP H (11/21/91)  274.672  (m)                       GP(       ) 4 1
 QO2207  NAD 83(1986)-  45 49 54.53756(N)    093 17 49.89470(W) AD(       ) 2
 QO2207  NGVD 29 (02/12/91)  302.42   (m)          992.2    (f) LEVELING    3  
 QO2207
 QO2207.Superseded values are not recommended for survey control.
 QO2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2207.See file dsdata.txt to determine how the superseded data were derived.
 QO2207
 QO2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7691775404(NAD 83)
 QO2207
 QO2207_MARKER: DV = VERTICAL CONTROL DISK
 QO2207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2207_SP_SET: ATTACHED TO A ALUMINUM ALLOY ROD
 QO2207_STAMPING: 3307 E 1984
 QO2207_MARK LOGO: MNDT  
 QO2207_PROJECTION: FLUSH
 QO2207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2207+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2010
 QO2207_ROD/PIPE-DEPTH: 3.96 meters
 QO2207
 QO2207  HISTORY     - Date     Condition        Report By
 QO2207  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2207  HISTORY     - 19891025 GOOD             NGS
 QO2207  HISTORY     - 20100506 GOOD             MNDT
 QO2207
 QO2207                          STATION DESCRIPTION
 QO2207
 QO2207'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2207'2.5 MI SOUTH FROM MORA.
 QO2207'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE TOWN OF MORA, NEAR
 QO2207'THE NORTH 1/4 OF SECTION 35, T39N, R24W, 1.55 MILES SOUTH ALONG TRUNK
 QO2207'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH
 QO2207'OF MORA, 79.5 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2207'MILEPOINT 61.8, 43 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD 14, 81
 QO2207'FEET NORTH-NORTHWEST OF A 10 INCH DIAMETER PINE TREE THAT IS THE END
 QO2207'TREE IN A ROW OF PINE TREES, 1.9 FEET SOUTH-SOUTHEAST OF A POWER
 QO2207'POLE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 QO2207'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3307
 QO2207'E 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 13 FOOT LONG
 QO2207'ALUMINUM ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE SURFACE OF THE
 QO2207'GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 65.  A
 QO2207'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QO2207
 QO2207                          STATION RECOVERY (1989)
 QO2207
 QO2207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QO2207'THE STAION IS LOCATED ABOUT 4.02 KM (2.50 MI) SOUTH OF MORA, NEAR THE
 QO2207'NORTH 1/4 OF SECTION 35, T39N, R24W., AT MILEPOINT 61.8.
 QO2207'OWNERSHIP--MNDT.
 QO2207'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 23 WEST AND
 QO2207'STATE HIGHWAY 65 ABOUT 1.61 KM (1.00 MI) SOUTH OF MORA, GO SOUTH ALONG
 QO2207'STATE HIGHWAY 65 FOR 2.49 KM (1.55 MI) TO THE JUNCTION OF STATE
 QO2207'HIGHWAY 65 AND COUNTY ROAD 14 AND THE STATION ON THE RIGHT IN THE
 QO2207'SOUTH ANGLE OF THE JUNCTION.
 QO2207'THE STATION MARK IS SET 24.6 M (80.7 FT) NORTH-NORTHWEST OF A 10-INCH
 QO2207'DIAMETER PINE TREE THAT IS THE END TREE IN A ROW OF PINE TREES, 24.23
 QO2207'M (79.5 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 65, 13.10 M
 QO2207'(43.0 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 14, 0.57 M (1.9 FT)
 QO2207'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE STATION IS A MNDT
 QO2207'VERTICAL CONTROL MARK DISK ATTACHED TO AN ALUMINUM ROD FLUSH WITH THE
 QO2207'SURFACE OF THE GROUND AND ABOUT 0.91 M (3.0 FT) BELOW THE LEVEL OF THE
 QO2207'HIGHWAY.
 QO2207'DESCRIBED BY R.D.BALL.
 QO2207
 QO2207                          STATION RECOVERY (2010)
 QO2207
 QO2207'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DDS)
 QO2207'THE MARK IS 2.5 MI (4.0 KM) SOUTH OF MORA.
 QO2207' 
 QO2207'TO REACH THE MARK GO 1.55 MI (2.5 KM) SOUTH OF THE JUNCTION OF TRUNK
 QO2207'HIGHWAY 65 AND TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 65 MILE POINT 61.8,
 QO2207'IN SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY
 QO2207'ROAD 14.
 QO2207' 
 QO2207'IT IS 79.5 FT (24.2 M) WEST OF TRUNK HIGHWAY 65, 43 FT (13.1 M) SOUTH
 QO2207'OF COUNTY ROAD 14, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF POWER POLE, 1.0
 QO2207'FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2208 ***********************************************************************
 QO2208  DESIGNATION -  3307 F
 QO2208  PID         -  QO2208
 QO2208  STATE/COUNTY-  MN/KANABEC
 QO2208  COUNTRY     -  US
 QO2208  USGS QUAD   -  MORA SOUTH (1980)
 QO2208
 QO2208                         *CURRENT SURVEY CONTROL
 QO2208  ______________________________________________________________________
 QO2208* NAD 83(1986) POSITION- 45 50 38.     (N) 093 17 13.     (W)   SCALED    
 QO2208* NAVD 88 ORTHO HEIGHT -   293.044  (meters)     961.43  (feet) ADJUSTED  
 QO2208  ______________________________________________________________________
 QO2208  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 QO2208  DYNAMIC HEIGHT  -        293.041 (meters)      961.42  (feet) COMP
 QO2208  MODELED GRAVITY -    980,594.9   (mgal)                       NAVD 88
 QO2208
 QO2208  VERT ORDER      -  SECOND    CLASS I
 QO2208
 QO2208.The horizontal coordinates were scaled from a topographic map and have
 QO2208.an estimated accuracy of +/- 6 seconds.
 QO2208.
 QO2208.The orthometric height was determined by differential leveling and
 QO2208.adjusted in June 1991.
 QO2208
 QO2208.The dynamic height is computed by dividing the NAVD 88
 QO2208.geopotential number by the normal gravity value computed on the
 QO2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2208.degrees latitude (g = 980.6199 gals.).
 QO2208
 QO2208.The modeled gravity was interpolated from observed gravity values.
 QO2208
 QO2208;                    North         East    Units  Estimated Accuracy
 QO2208;SPC MN C     -   194,250.      874,810.      MT  (+/- 180 meters Scaled)
 QO2208
 QO2208                          SUPERSEDED SURVEY CONTROL
 QO2208
 QO2208.No superseded survey control is available for this station.
 QO2208
 QO2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL777767(NAD 83)
 QO2208
 QO2208_MARKER: DB = BENCH MARK DISK
 QO2208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2208_SP_SET: BRIDGE ABUTMENT
 QO2208_STAMPING: 3307 F 1984
 QO2208_MARK LOGO: MNDT  
 QO2208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2208
 QO2208  HISTORY     - Date     Condition        Report By
 QO2208  HISTORY     - 1984     MONUMENTED       MNDT
 QO2208
 QO2208                          STATION DESCRIPTION
 QO2208
 QO2208'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2208'1.7 MI SOUTH FROM MORA.
 QO2208'THE MARK IS LOCATED ABOUT 1-3/4 MILES SOUTH OF THE TOWN OF MORA, IN
 QO2208'THE NE 1/4 OF SECTION 26, T39N, R24W, 0.7 MILE SOUTH ALONG TRUNK
 QO2208'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH
 QO2208'OF MORA, 15.5 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2208'MILEPOINT 62.65, IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE TRUNK
 QO2208'HIGHWAY 65 BRIDGE (NUMBER 5747) OVER THE NORTHEAST CORNER OF FISH
 QO2208'LAKE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 QO2208'DISK STAMPED---3307 F 1984---, IS SET FLUSH IN A DRILL HOLE IN THE
 QO2208'TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS ABOUT 1 FOOT ABOVE
 QO2208'THE LEVEL OF TRUNK HIGHWAY 65.  A MAGNET IN THE DISK MAKES THE MARK
 QO2208'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2210 ***********************************************************************
 QO2210  DESIGNATION -  3307 H
 QO2210  PID         -  QO2210
 QO2210  STATE/COUNTY-  MN/KANABEC
 QO2210  COUNTRY     -  US
 QO2210  USGS QUAD   -  MORA SOUTH (1980)
 QO2210
 QO2210                         *CURRENT SURVEY CONTROL
 QO2210  ______________________________________________________________________
 QO2210* NAD 83(1986) POSITION- 45 51 12.     (N) 093 17 50.     (W)   SCALED    
 QO2210* NAVD 88 ORTHO HEIGHT -   303.919  (meters)     997.11  (feet) ADJUSTED  
 QO2210  ______________________________________________________________________
 QO2210  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 QO2210  DYNAMIC HEIGHT  -        303.916 (meters)      997.10  (feet) COMP
 QO2210  MODELED GRAVITY -    980,599.3   (mgal)                       NAVD 88
 QO2210
 QO2210  VERT ORDER      -  SECOND    CLASS I
 QO2210
 QO2210.The horizontal coordinates were scaled from a topographic map and have
 QO2210.an estimated accuracy of +/- 6 seconds.
 QO2210.
 QO2210.The orthometric height was determined by differential leveling and
 QO2210.adjusted in June 1991.
 QO2210
 QO2210.Photographs are available for this station.
 QO2210
 QO2210.The dynamic height is computed by dividing the NAVD 88
 QO2210.geopotential number by the normal gravity value computed on the
 QO2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2210.degrees latitude (g = 980.6199 gals.).
 QO2210
 QO2210.The modeled gravity was interpolated from observed gravity values.
 QO2210
 QO2210;                    North         East    Units  Estimated Accuracy
 QO2210;SPC MN C     -   195,290.      874,000.      MT  (+/- 180 meters Scaled)
 QO2210
 QO2210                          SUPERSEDED SURVEY CONTROL
 QO2210
 QO2210.No superseded survey control is available for this station.
 QO2210
 QO2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL769777(NAD 83)
 QO2210
 QO2210_MARKER: DB = BENCH MARK DISK
 QO2210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2210_SP_SET: ALUMINUM ALLOY ROD
 QO2210_STAMPING: 3307 H 1984
 QO2210_MARK LOGO: MNDT  
 QO2210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2210+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 QO2210
 QO2210  HISTORY     - Date     Condition        Report By
 QO2210  HISTORY     - 1984     MONUMENTED       MNDT
 QO2210  HISTORY     - 20061129 GOOD             MNDT
 QO2210  HISTORY     - 20080710 GOOD             MNDT
 QO2210
 QO2210                          STATION DESCRIPTION
 QO2210
 QO2210'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2210'1 MI SOUTH FROM MORA.
 QO2210'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF MORA, NEAR THE
 QO2210'CENTER OF SECTION 23, T39N, R24W, 0.05 MILE SOUTH ALONG TRUNK HIGHWAY
 QO2210'65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH OF
 QO2210'MORA, 98 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT MILEPOINT
 QO2210'63.35, 99.5 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 23, 51.7
 QO2210'FEET WEST-SOUTHWEST OF A LIGHT POLE, 2.5 FEET EAST-SOUTHEAST OF A
 QO2210'POWER POLE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QO2210'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3307
 QO2210'H 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 10 FOOT LONG
 QO2210'ALUMINUM ROD DRIVEN TO REFUSAL THAT IS FLUSH WITH THE SURFACE OF THE
 QO2210'GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 65.  A
 QO2210'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QO2210
 QO2210                          STATION RECOVERY (2006)
 QO2210
 QO2210'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 QO2210'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF QUAMBA, 6.4 MI
 QO2210'(10.3 KM) EAST-NORTHEAST OF OGILVIE AND 1.6 MI (2.6 KM) SOUTH OF MORA.
 QO2210'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTH OF MORA, AT THE JUNCTION
 QO2210'OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 65 MILE
 QO2210'POINT 23.0, 98 FT (29.9 M) WEST OF TRUNK HIGHWAY 65, 99.5 FT (30.3 M)
 QO2210'SOUTH OF TRUNK HIGHWAY 23, 51.7 FT (15.8 M) WEST-SOUTHWEST OF LIGHT
 QO2210'POLE, 2.5 FT (0.8 M) EAST-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M)
 QO2210'NORTH OF A WITNESS POST
 QO2210
 QO2210                          STATION RECOVERY (2008)
 QO2210
 QO2210'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JRB)
 QO2210'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF QUAMBA, 6.4 MI
 QO2210'(10.3 KM) EAST-NORTHEAST OF OGILVIE AND 1.6 MI (2.6 KM) SOUTH OF MORA.
 QO2210'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTH OF MORA, AT THE JUNCTION
 QO2210'OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 65 MILE
 QO2210'POINT 23.0, 98 FT (29.9 M) WEST OF TRUNK HIGHWAY 65, 99.5 FT (30.3 M)
 QO2210'SOUTH OF TRUNK HIGHWAY 23, 51.7 FT (15.8 M) WEST-SOUTHWEST OF LIGHT
 QO2210'POLE, 2.5 FT (0.8 M) EAST-SOUTHEAST OF POWER POLE, 1.0 FT (0.3 M)
 QO2210'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2211 ***********************************************************************
 QO2211  DESIGNATION -  3307 J
 QO2211  PID         -  QO2211
 QO2211  STATE/COUNTY-  MN/KANABEC
 QO2211  COUNTRY     -  US
 QO2211  USGS QUAD   -  MORA SOUTH (1980)
 QO2211
 QO2211                         *CURRENT SURVEY CONTROL
 QO2211  ______________________________________________________________________
 QO2211* NAD 83(1986) POSITION- 45 51 49.01   (N) 093 17 47.94   (W)   HD_HELD1  
 QO2211* NAVD 88 ORTHO HEIGHT -   295.806  (meters)     970.49  (feet) ADJUSTED  
 QO2211  ______________________________________________________________________
 QO2211  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 QO2211  DYNAMIC HEIGHT  -        295.804 (meters)      970.48  (feet) COMP
 QO2211  MODELED GRAVITY -    980,601.8   (mgal)                       NAVD 88
 QO2211
 QO2211  VERT ORDER      -  SECOND    CLASS I
 QO2211
 QO2211.The horizontal coordinates were established by differentially corrected
 QO2211.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2211.
 QO2211.The orthometric height was determined by differential leveling and
 QO2211.adjusted in June 1991.
 QO2211
 QO2211.Photographs are available for this station.
 QO2211
 QO2211.The dynamic height is computed by dividing the NAVD 88
 QO2211.geopotential number by the normal gravity value computed on the
 QO2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2211.degrees latitude (g = 980.6199 gals.).
 QO2211
 QO2211.The modeled gravity was interpolated from observed gravity values.
 QO2211
 QO2211;                    North         East    Units  Estimated Accuracy
 QO2211;SPC MN C     -   196,433.0     874,025.8     MT  (+/- 3 meters HH1 GPS) 
 QO2211
 QO2211                          SUPERSEDED SURVEY CONTROL
 QO2211
 QO2211.No superseded survey control is available for this station.
 QO2211
 QO2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL7697378937(NAD 83)
 QO2211
 QO2211_MARKER: DV = VERTICAL CONTROL DISK
 QO2211_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO2211_SP_SET: BRIDGE ABUTMENT
 QO2211_STAMPING: 3307 J 1984
 QO2211_MARK LOGO: MNDT  
 QO2211_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2211+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QO2211
 QO2211  HISTORY     - Date     Condition        Report By
 QO2211  HISTORY     - 19840801 MONUMENTED       MNDT
 QO2211  HISTORY     - 20100422 GOOD             MNDT
 QO2211
 QO2211                          STATION DESCRIPTION
 QO2211
 QO2211'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2211'IN MORA.
 QO2211'THE MARK IS LOCATED NEAR THE SOUTH EDGE OF THE CITY OF MORA, IN THE
 QO2211'SW 1/4 OF SECTION 14, T39N, R24W, IN THE SOUTHEAST ABUTMENT OF THE
 QO2211'TRUNK HIGHWAY 65 BRIDGE (NUMBER 6778) OVER THE SNAKE RIVER.  THE
 QO2211'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MARK DISK
 QO2211'STAMPED---3307 J 1984---, IS 25.5 FEET EAST OF AND ABOUT LEVEL WITH
 QO2211'THE CENTERLINE OF TRUNK HIGHWAY 65.  A MAGNET IN THE DISK MAKES THE
 QO2211'MARK MAGNETIC.
 QO2211
 QO2211                          STATION RECOVERY (2010)
 QO2211
 QO2211'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2211'THE MARK IS AT SOUTH EDGE OF MORA.
 QO2211' 
 QO2211'TO REACH THE MARK GO 0.75 MI (1.2 KM) NORTH ALONG TRUNK HIGHWAY 65
 QO2211'FROM THE SOUTH JUNCTION OF TRUNK 65 AND TRUNK HIGHWAY 23 IN MORA, AT
 QO2211'TRUNK HIGHWAY 65 MILE POINT 64.05, IN SOUTHEAST CORNER OF TRUNK
 QO2211'HIGHWAY 65 BRIDGE NUMBER 6778 OVER SNAKE RIVER.
 QO2211' 
 QO2211'IT IS 25.5 FT (7.8 M) EAST OF TRUNK HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5714 ***********************************************************************
 DM5714  DESIGNATION -  3308 R
 DM5714  PID         -  DM5714
 DM5714  STATE/COUNTY-  MN/KANABEC
 DM5714  COUNTRY     -  US
 DM5714  USGS QUAD   -  WARMAN (1968)
 DM5714
 DM5714                         *CURRENT SURVEY CONTROL
 DM5714  ______________________________________________________________________
 DM5714* NAD 83(2007) POSITION- 46 04 17.10371(N) 093 17 05.65899(W)   ADJUSTED  
 DM5714* NAD 83(2007) ELLIP HT-   335.351 (meters)        (02/11/11)   ADJUSTED
 DM5714* NAD 83(2007) EPOCH   -  2002.00
 DM5714* NAVD 88 ORTHO HEIGHT -   362.92   (meters)    1190.7   (feet) LEVELING  
 DM5714  ______________________________________________________________________
 DM5714  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DM5714  NAD 83(2007) X  -   -254,006.151 (meters)                     COMP
 DM5714  NAD 83(2007) Y  - -4,425,555.658 (meters)                     COMP
 DM5714  NAD 83(2007) Z  -  4,570,999.854 (meters)                     COMP
 DM5714  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 DM5714  HORZ ORDER      -  FIRST
 DM5714  VERT ORDER      -  THIRD ?
 DM5714  ELLP ORDER      -  FIRST     CLASS I
 DM5714
 DM5714.The horizontal coordinates were established by GPS observations
 DM5714.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5714
 DM5714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5714.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5714
 DM5714.The horizontal coordinates are valid at the epoch date displayed above
 DM5714.which is a decimal equivalence of Year/Month/Day.
 DM5714
 DM5714.The orthometric height was determined by differential leveling.
 DM5714.The vertical network tie was performed by a horz. field party for horz.
 DM5714.obs reductions. Reset procedures were used to establish the elevation.
 DM5714
 DM5714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5714
 DM5714.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5714
 DM5714.The ellipsoidal height was determined by GPS observations
 DM5714.and is referenced to NAD 83.
 DM5714
 DM5714. The following values were computed from the NAD 83(2007) position.
 DM5714
 DM5714;                    North         East     Units Scale Factor Converg.
 DM5714;SPC MN C     -   219,538.522   874,656.295   MT  0.99993255   +0 41 53.3
 DM5714;SPC MN C     -   720,269.30  2,869,601.53   sFT  0.99993255   +0 41 53.3
 DM5714;UTM  15      - 5,102,021.990   477,967.529   MT  0.99960597   -0 12 18.7
 DM5714
 DM5714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5714!SPC MN C     -   0.99994743  x   0.99993255  =   0.99987998
 DM5714!UTM  15      -   0.99994743  x   0.99960597  =   0.99955342
 DM5714
 DM5714                          SUPERSEDED SURVEY CONTROL
 DM5714
 DM5714.No superseded survey control is available for this station.
 DM5714
 DM5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7796702021(NAD 83)
 DM5714
 DM5714_MARKER: DD = SURVEY DISK
 DM5714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5714_STAMPING: 3308 R 2007
 DM5714_MARK LOGO: MNDT  
 DM5714_PROJECTION: FLUSH
 DM5714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5714+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DM5714_ROD/PIPE-DEPTH:  8.5 meters
 DM5714
 DM5714  HISTORY     - Date     Condition        Report By
 DM5714  HISTORY     - 20070430 MONUMENTED       MNDT
 DM5714  HISTORY     - 20100412 GOOD             MNDT
 DM5714
 DM5714                          STATION DESCRIPTION
 DM5714
 DM5714'DESCRIBED BY MN DEPT OF TRANSP 2010 (KMD)
 DM5714'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5714'THE MARK 0.75 MILE NORTH OF WARMAN, 3.1 MILES SOUTH ALONG TRUNK
 DM5714'HIGHWAY 65 FROM THE JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 27
 DM5714'IN WOODLAND, AT TRUNK HIGHWAY 65 MILEPOINT 78.75, 72.5 FEET WEST OF
 DM5714'TRUNK HIGHWAY 65, 7.2 FEET NORTH-NORTHWEST OF POWER POLE, 3.5 FEET
 DM5714'EAST OF FENCE CORNER, 3.4 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6942 ***********************************************************************
 DG6942  DESIGNATION -  3309 A
 DG6942  PID         -  DG6942
 DG6942  STATE/COUNTY-  MN/KANABEC
 DG6942  COUNTRY     -  US
 DG6942  USGS QUAD   -  ISLE SW (1968)
 DG6942
 DG6942                         *CURRENT SURVEY CONTROL
 DG6942  ______________________________________________________________________
 DG6942* NAD 83(1986) POSITION- 46 07 04.5    (N) 093 25 52.6    (W)   HD_HELD2  
 DG6942* NAVD 88 ORTHO HEIGHT -   388.490  (meters)    1274.57  (feet) ADJUSTED  
 DG6942  ______________________________________________________________________
 DG6942  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DG6942  DYNAMIC HEIGHT  -        388.496 (meters)     1274.59  (feet) COMP
 DG6942  MODELED GRAVITY -    980,618.3   (mgal)                       NAVD 88
 DG6942
 DG6942  VERT ORDER      -  SECOND    CLASS I
 DG6942
 DG6942.The horizontal coordinates were established by autonomous hand held GPS
 DG6942.observations and have an estimated accuracy of +/- 10 meters.
 DG6942.
 DG6942.The orthometric height was determined by differential leveling and
 DG6942.adjusted in December 2004.
 DG6942
 DG6942.Photographs are available for this station.
 DG6942
 DG6942.The dynamic height is computed by dividing the NAVD 88
 DG6942.geopotential number by the normal gravity value computed on the
 DG6942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6942.degrees latitude (g = 980.6199 gals.).
 DG6942
 DG6942.The modeled gravity was interpolated from observed gravity values.
 DG6942
 DG6942;                    North         East    Units  Estimated Accuracy
 DG6942;SPC MN C     -   224,579.      863,280.      MT  (+/- 10 meters HH2 GPS)
 DG6942
 DG6942                          SUPERSEDED SURVEY CONTROL
 DG6942
 DG6942.No superseded survey control is available for this station.
 DG6942
 DG6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6667607239(NAD 83)
 DG6942
 DG6942_MARKER: DB = BENCH MARK DISK
 DG6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6942_STAMPING: 3309 A 1961
 DG6942_MARK LOGO: MNHD  
 DG6942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6942+STABILITY: SURFACE MOTION
 DG6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6942+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DG6942
 DG6942  HISTORY     - Date     Condition        Report By
 DG6942  HISTORY     - 1963     MONUMENTED       MNHD
 DG6942  HISTORY     - 20001031 GOOD             MNDT
 DG6942
 DG6942                          STATION DESCRIPTION
 DG6942
 DG6942'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6942'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT JCT OF TH 47
 DG6942'AND TH 27, 75 FT (22.9 M) SOUTH OF TH 27, 485 FT (147.8 M) EAST OF TH
 DG6942'47, 0.7 FT (21.3 CM) NORTH OF WIT POST, MARK PROJECTS 3 INCHES,
 DG6942'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5715 ***********************************************************************
 DM5715  DESIGNATION -  3309 C
 DM5715  PID         -  DM5715
 DM5715  STATE/COUNTY-  MN/KANABEC
 DM5715  COUNTRY     -  US
 DM5715  USGS QUAD   -  WARMAN (1968)
 DM5715
 DM5715                         *CURRENT SURVEY CONTROL
 DM5715  ______________________________________________________________________
 DM5715* NAD 83(2007) POSITION- 46 06 56.18218(N) 093 21 29.51630(W)   ADJUSTED  
 DM5715* NAD 83(2007) ELLIP HT-   352.211 (meters)        (02/11/11)   ADJUSTED
 DM5715* NAD 83(2007) EPOCH   -  2002.00
 DM5715* NAVD 88 ORTHO HEIGHT -   379.70   (meters)    1245.7   (feet) LEVELING  
 DM5715  ______________________________________________________________________
 DM5715  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DM5715  NAD 83(2007) X  -   -259,460.566 (meters)                     COMP
 DM5715  NAD 83(2007) Y  - -4,421,705.930 (meters)                     COMP
 DM5715  NAD 83(2007) Z  -  4,574,418.358 (meters)                     COMP
 DM5715  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC09
 DM5715  HORZ ORDER      -  FIRST
 DM5715  VERT ORDER      -  THIRD ?
 DM5715  ELLP ORDER      -  FIRST     CLASS I
 DM5715
 DM5715.The horizontal coordinates were established by GPS observations
 DM5715.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5715
 DM5715.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5715.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5715
 DM5715.The horizontal coordinates are valid at the epoch date displayed above
 DM5715.which is a decimal equivalence of Year/Month/Day.
 DM5715
 DM5715.The orthometric height was determined by differential leveling.
 DM5715.The vertical network tie was performed by a horz. field party for horz.
 DM5715.obs reductions. Reset procedures were used to establish the elevation.
 DM5715
 DM5715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5715
 DM5715.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5715
 DM5715.The ellipsoidal height was determined by GPS observations
 DM5715.and is referenced to NAD 83.
 DM5715
 DM5715. The following values were computed from the NAD 83(2007) position.
 DM5715
 DM5715;                    North         East     Units Scale Factor Converg.
 DM5715;SPC MN C     -   224,383.096   868,931.507   MT  0.99992931   +0 38 42.4
 DM5715;SPC MN C     -   736,163.54  2,850,819.45   sFT  0.99992931   +0 38 42.4
 DM5715;UTM  15      - 5,106,954.618   472,321.652   MT  0.99960942   -0 15 29.4
 DM5715
 DM5715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5715!SPC MN C     -   0.99994479  x   0.99992931  =   0.99987410
 DM5715!UTM  15      -   0.99994479  x   0.99960942  =   0.99955423
 DM5715
 DM5715|---------------------------------------------------------------------|
 DM5715| PID    Reference Object                     Distance      Geod. Az  |
 DM5715|                                                           dddmmss.s |
 DM5715| DM5736 LUCAS                               341.167 METERS 08224     |
 DM5715|---------------------------------------------------------------------|
 DM5715
 DM5715                          SUPERSEDED SURVEY CONTROL
 DM5715
 DM5715.No superseded survey control is available for this station.
 DM5715
 DM5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7232106954(NAD 83)
 DM5715
 DM5715_MARKER: DB = BENCH MARK DISK
 DM5715_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5715_STAMPING: 3309 C 1961
 DM5715_MARK LOGO: MNHD  
 DM5715_PROJECTION: FLUSH
 DM5715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5715+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DM5715
 DM5715  HISTORY     - Date     Condition        Report By
 DM5715  HISTORY     - 19610401 MONUMENTED       MNHD
 DM5715  HISTORY     - 20100331 GOOD             MNDT
 DM5715
 DM5715                          STATION DESCRIPTION
 DM5715
 DM5715'DESCRIBED BY MN DEPT OF TRANSP 2010 (MAS)
 DM5715'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5715'THE MARK 3.6 MILES WEST OF WOODLAND, 3.6 MILES WEST ALONG TRUNK
 DM5715'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 65 IN
 DM5715'WOODLAND, AT TRUNK HIGHWAY MILEPOINT 194.25, 69.0 FEET SOUTH OF TRUNK
 DM5715'HIGHWAY 27, 0.5 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5716 ***********************************************************************
 DM5716  DESIGNATION -  3309 D RESET
 DM5716  PID         -  DM5716
 DM5716  STATE/COUNTY-  MN/KANABEC
 DM5716  COUNTRY     -  US
 DM5716  USGS QUAD   -  WARMAN (1968)
 DM5716
 DM5716                         *CURRENT SURVEY CONTROL
 DM5716  ______________________________________________________________________
 DM5716* NAD 83(2007) POSITION- 46 06 56.75460(N) 093 19 30.37321(W)   ADJUSTED  
 DM5716* NAD 83(2007) ELLIP HT-   344.029 (meters)        (02/11/11)   ADJUSTED
 DM5716* NAD 83(2007) EPOCH   -  2002.00
 DM5716* NAVD 88 ORTHO HEIGHT -   371.54   (meters)    1219.0   (feet) LEVELING  
 DM5716  ______________________________________________________________________
 DM5716  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DM5716  NAD 83(2007) X  -   -256,905.380 (meters)                     COMP
 DM5716  NAD 83(2007) Y  - -4,421,836.683 (meters)                     COMP
 DM5716  NAD 83(2007) Z  -  4,574,424.713 (meters)                     COMP
 DM5716  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC09
 DM5716  HORZ ORDER      -  FIRST
 DM5716  VERT ORDER      -  THIRD ?
 DM5716  ELLP ORDER      -  FIRST     CLASS I
 DM5716
 DM5716.The horizontal coordinates were established by GPS observations
 DM5716.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5716
 DM5716.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5716.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5716
 DM5716.The horizontal coordinates are valid at the epoch date displayed above
 DM5716.which is a decimal equivalence of Year/Month/Day.
 DM5716
 DM5716.The orthometric height was determined by differential leveling.
 DM5716.The vertical network tie was performed by a horz. field party for horz.
 DM5716.obs reductions. Reset procedures were used to establish the elevation.
 DM5716
 DM5716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5716
 DM5716.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5716
 DM5716.The ellipsoidal height was determined by GPS observations
 DM5716.and is referenced to NAD 83.
 DM5716
 DM5716. The following values were computed from the NAD 83(2007) position.
 DM5716
 DM5716;                    North         East     Units Scale Factor Converg.
 DM5716;SPC MN C     -   224,430.105   871,489.279   MT  0.99992930   +0 40 08.6
 DM5716;SPC MN C     -   736,317.77  2,859,211.08   sFT  0.99992930   +0 40 08.6
 DM5716;UTM  15      - 5,106,961.294   474,879.027   MT  0.99960776   -0 14 03.5
 DM5716
 DM5716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5716!SPC MN C     -   0.99994607  x   0.99992930  =   0.99987537
 DM5716!UTM  15      -   0.99994607  x   0.99960776  =   0.99955385
 DM5716
 DM5716                          SUPERSEDED SURVEY CONTROL
 DM5716
 DM5716.No superseded survey control is available for this station.
 DM5716
 DM5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7487906961(NAD 83)
 DM5716
 DM5716_MARKER: DB = BENCH MARK DISK
 DM5716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5716_STAMPING: 3309 D RESET 1965
 DM5716_MARK LOGO: MNHD  
 DM5716_PROJECTION: RECESSED 3 CENTIMETERS
 DM5716_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM5716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5716+STABILITY: SURFACE MOTION
 DM5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5716+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DM5716
 DM5716  HISTORY     - Date     Condition        Report By
 DM5716  HISTORY     - 19650401 MONUMENTED       MNHD
 DM5716  HISTORY     - 20100331 GOOD             MNDT
 DM5716
 DM5716                          STATION DESCRIPTION
 DM5716
 DM5716'DESCRIBED BY MN DEPT OF TRANSP 2010 (MAS)
 DM5716'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM5716'THE MARK 2.0 MILES WEST OF WOODLAND, 1.95 MILES WEST ALONG TRUNK
 DM5716'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 65
 DM5716'IN WOODLAND, AT TRUNK HIGHWAY 27 MILEPOINT 195.85, 65 FEET NORTH OF
 DM5716'TRUNK HIGHWAY 27, 250 FEET EAST OF IVORY STREET/COUNTY ROAD 80, 36
 DM5716'FEET WEST OF DRIVEWAY NORTH, 1.0 FOOT SOUTH-SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5717 ***********************************************************************
 DM5717  DESIGNATION -  3309 F
 DM5717  PID         -  DM5717
 DM5717  STATE/COUNTY-  MN/KANABEC
 DM5717  COUNTRY     -  US
 DM5717  USGS QUAD   -  ISLE SW (1968)
 DM5717
 DM5717                         *CURRENT SURVEY CONTROL
 DM5717  ______________________________________________________________________
 DM5717* NAD 83(2007) POSITION- 46 06 58.84996(N) 093 24 35.12327(W)   ADJUSTED  
 DM5717* NAD 83(2007) ELLIP HT-   355.014 (meters)        (02/11/11)   ADJUSTED
 DM5717* NAD 83(2007) EPOCH   -  2002.00
 DM5717* NAVD 88 ORTHO HEIGHT -   382.44   (meters)    1254.7   (feet) LEVELING  
 DM5717  ______________________________________________________________________
 DM5717  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DM5717  NAD 83(2007) X  -   -263,435.908 (meters)                     COMP
 DM5717  NAD 83(2007) Y  - -4,421,413.339 (meters)                     COMP
 DM5717  NAD 83(2007) Z  -  4,574,477.481 (meters)                     COMP
 DM5717  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC09
 DM5717  HORZ ORDER      -  FIRST
 DM5717  VERT ORDER      -  THIRD ?
 DM5717  ELLP ORDER      -  FIRST     CLASS I
 DM5717
 DM5717.The horizontal coordinates were established by GPS observations
 DM5717.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5717
 DM5717.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5717.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5717
 DM5717.The horizontal coordinates are valid at the epoch date displayed above
 DM5717.which is a decimal equivalence of Year/Month/Day.
 DM5717
 DM5717.The orthometric height was determined by differential leveling.
 DM5717.The vertical network tie was performed by a horz. field party for horz.
 DM5717.obs reductions. Reset procedures were used to establish the elevation.
 DM5717
 DM5717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5717
 DM5717.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5717
 DM5717.The ellipsoidal height was determined by GPS observations
 DM5717.and is referenced to NAD 83.
 DM5717
 DM5717. The following values were computed from the NAD 83(2007) position.
 DM5717
 DM5717;                    North         East     Units Scale Factor Converg.
 DM5717;SPC MN C     -   224,421.883   864,945.666   MT  0.99992927   +0 36 28.2
 DM5717;SPC MN C     -   736,290.79  2,837,742.57   sFT  0.99992927   +0 36 28.2
 DM5717;UTM  15      - 5,107,056.198   468,338.187   MT  0.99961232   -0 17 43.2
 DM5717
 DM5717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5717!SPC MN C     -   0.99994435  x   0.99992927  =   0.99987362
 DM5717!UTM  15      -   0.99994435  x   0.99961232  =   0.99955669
 DM5717
 DM5717                          SUPERSEDED SURVEY CONTROL
 DM5717
 DM5717.No superseded survey control is available for this station.
 DM5717
 DM5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6833807056(NAD 83)
 DM5717
 DM5717_MARKER: I = METAL ROD
 DM5717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5717_STAMPING: 3309 F 2010
 DM5717_MARK LOGO: MNDT  
 DM5717_PROJECTION: RECESSED 5 CENTIMETERS
 DM5717_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5717+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5717_ROD/PIPE-DEPTH: 15.2 meters
 DM5717
 DM5717  HISTORY     - Date     Condition        Report By
 DM5717  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5717
 DM5717                          STATION DESCRIPTION
 DM5717
 DM5717'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5717'THE MARK IS 6.0 MILES WEST OF WOODLAND, 6.05 MILES WEST ALONG TRUNK
 DM5717'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 65
 DM5717'IN WOODLAND, AT TRUNK HIGHWAY 27 MILEPOINT 191.75, 48.0 FEET NORTH OF
 DM5717'TRUNK HIGHWAY 27, 13.3 FEET WEST OF ENTRANCE, 3.6 FEET EAST OF WITNESS
 DM5717'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5718 ***********************************************************************
 DM5718  DESIGNATION -  3309 G
 DM5718  PID         -  DM5718
 DM5718  STATE/COUNTY-  MN/KANABEC
 DM5718  COUNTRY     -  US
 DM5718  USGS QUAD   -  ISLE SW (1968)
 DM5718
 DM5718                         *CURRENT SURVEY CONTROL
 DM5718  ______________________________________________________________________
 DM5718* NAD 83(2007) POSITION- 46 06 58.02676(N) 093 22 36.11579(W)   ADJUSTED  
 DM5718* NAD 83(2007) ELLIP HT-   355.666 (meters)        (02/11/11)   ADJUSTED
 DM5718* NAD 83(2007) EPOCH   -  2002.00
 DM5718* NAVD 88 ORTHO HEIGHT -   383.13   (meters)    1257.0   (feet) LEVELING  
 DM5718  ______________________________________________________________________
 DM5718  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 DM5718  NAD 83(2007) X  -   -260,885.971 (meters)                     COMP
 DM5718  NAD 83(2007) Y  - -4,421,583.336 (meters)                     COMP
 DM5718  NAD 83(2007) Z  -  4,574,460.330 (meters)                     COMP
 DM5718  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 DM5718  HORZ ORDER      -  FIRST
 DM5718  VERT ORDER      -  THIRD ?
 DM5718  ELLP ORDER      -  FIRST     CLASS I
 DM5718
 DM5718.The horizontal coordinates were established by GPS observations
 DM5718.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5718
 DM5718.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5718.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5718
 DM5718.The horizontal coordinates are valid at the epoch date displayed above
 DM5718.which is a decimal equivalence of Year/Month/Day.
 DM5718
 DM5718.The orthometric height was determined by differential leveling.
 DM5718.The vertical network tie was performed by a horz. field party for horz.
 DM5718.obs reductions. Reset procedures were used to establish the elevation.
 DM5718
 DM5718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5718
 DM5718.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5718
 DM5718.The ellipsoidal height was determined by GPS observations
 DM5718.and is referenced to NAD 83.
 DM5718
 DM5718. The following values were computed from the NAD 83(2007) position.
 DM5718
 DM5718;                    North         East     Units Scale Factor Converg.
 DM5718;SPC MN C     -   224,424.109   867,500.997   MT  0.99992928   +0 37 54.2
 DM5718;SPC MN C     -   736,298.10  2,846,126.19   sFT  0.99992928   +0 37 54.2
 DM5718;UTM  15      - 5,107,018.156   470,892.423   MT  0.99961042   -0 16 17.4
 DM5718
 DM5718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5718!SPC MN C     -   0.99994425  x   0.99992928  =   0.99987353
 DM5718!UTM  15      -   0.99994425  x   0.99961042  =   0.99955469
 DM5718
 DM5718                          SUPERSEDED SURVEY CONTROL
 DM5718
 DM5718.No superseded survey control is available for this station.
 DM5718
 DM5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7089207018(NAD 83)
 DM5718
 DM5718_MARKER: I = METAL ROD
 DM5718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5718_STAMPING: 3309 G 2010
 DM5718_MARK LOGO: MNDT  
 DM5718_PROJECTION: FLUSH
 DM5718_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5718+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5718_ROD/PIPE-DEPTH:  6.1 meters
 DM5718
 DM5718  HISTORY     - Date     Condition        Report By
 DM5718  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5718
 DM5718                          STATION DESCRIPTION
 DM5718
 DM5718'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5718'THE MARK IS 4.5 MILES WEST OF WOODLAND, 4.5 MILES WEST ALONG TRUNK
 DM5718'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 65
 DM5718'IN WOODLAND, AT TRUNK HIGHWAY 27 MILEPOINT 193.35, 51.3 FEET NORTH OF
 DM5718'TRUNK HIGHWAY 27, 56.2 FEET EAST-SOUTHEAST OF POWER POLE NUMBER
 DM5718'42241650, 1.8 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5719 ***********************************************************************
 DM5719  DESIGNATION -  3309 H
 DM5719  PID         -  DM5719
 DM5719  STATE/COUNTY-  MN/KANABEC
 DM5719  COUNTRY     -  US
 DM5719  USGS QUAD   -  WARMAN (1968)
 DM5719
 DM5719                         *CURRENT SURVEY CONTROL
 DM5719  ______________________________________________________________________
 DM5719* NAD 83(2007) POSITION- 46 06 55.42281(N) 093 18 12.77361(W)   ADJUSTED  
 DM5719* NAD 83(2007) ELLIP HT-   345.626 (meters)        (02/11/11)   ADJUSTED
 DM5719* NAD 83(2007) EPOCH   -  2002.00
 DM5719* NAVD 88 ORTHO HEIGHT -   373.16   (meters)    1224.3   (feet) LEVELING  
 DM5719  ______________________________________________________________________
 DM5719  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DM5719  NAD 83(2007) X  -   -255,243.579 (meters)                     COMP
 DM5719  NAD 83(2007) Y  - -4,421,963.716 (meters)                     COMP
 DM5719  NAD 83(2007) Z  -  4,574,397.358 (meters)                     COMP
 DM5719  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC09
 DM5719  HORZ ORDER      -  FIRST
 DM5719  VERT ORDER      -  THIRD ?
 DM5719  ELLP ORDER      -  FIRST     CLASS I
 DM5719
 DM5719.The horizontal coordinates were established by GPS observations
 DM5719.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5719
 DM5719.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5719.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5719
 DM5719.The horizontal coordinates are valid at the epoch date displayed above
 DM5719.which is a decimal equivalence of Year/Month/Day.
 DM5719
 DM5719.The orthometric height was determined by differential leveling.
 DM5719.The vertical network tie was performed by a horz. field party for horz.
 DM5719.obs reductions. Reset procedures were used to establish the elevation.
 DM5719
 DM5719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5719
 DM5719.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5719
 DM5719.The ellipsoidal height was determined by GPS observations
 DM5719.and is referenced to NAD 83.
 DM5719
 DM5719. The following values were computed from the NAD 83(2007) position.
 DM5719
 DM5719;                    North         East     Units Scale Factor Converg.
 DM5719;SPC MN C     -   224,408.673   873,155.806   MT  0.99992933   +0 41 04.7
 DM5719;SPC MN C     -   736,247.45  2,864,678.67   sFT  0.99992933   +0 41 04.7
 DM5719;UTM  15      - 5,106,913.604   476,544.472   MT  0.99960676   -0 13 07.6
 DM5719
 DM5719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5719!SPC MN C     -   0.99994582  x   0.99992933  =   0.99987515
 DM5719!UTM  15      -   0.99994582  x   0.99960676  =   0.99955260
 DM5719
 DM5719                          SUPERSEDED SURVEY CONTROL
 DM5719
 DM5719.No superseded survey control is available for this station.
 DM5719
 DM5719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7654406913(NAD 83)
 DM5719
 DM5719_MARKER: I = METAL ROD
 DM5719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5719_STAMPING: 3309 H 2010
 DM5719_MARK LOGO: MNDT  
 DM5719_PROJECTION: FLUSH
 DM5719_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5719+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5719_ROD/PIPE-DEPTH:  9.1 meters
 DM5719
 DM5719  HISTORY     - Date     Condition        Report By
 DM5719  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5719
 DM5719                          STATION DESCRIPTION
 DM5719
 DM5719'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5719'THE MARK IS 1.0 MILE WEST OF WOODLAND, 1.0 MILE WEST ALONG TRUNK
 DM5719'HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 65
 DM5719'IN WOODLAND, AT TRUNK HIGHWAY 27 MILEPOINT 196.85, 62.7 FEET SOUTH OF
 DM5719'TRUNK HIGHWAY 27, 40.2 FEET WEST OF EXTENDED DRIVEWAY NUMBER 2016,
 DM5719'16.3 FEET WEST OF ENTRANCE, 14.6 FEET NORTH OF FENCE, 1.8 FEET EAST OF
 DM5719'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6768 ***********************************************************************
 DF6768  DESIGNATION -  331 6
 DF6768  PID         -  DF6768
 DF6768  STATE/COUNTY-  MN/CASS
 DF6768  COUNTRY     -  US
 DF6768  USGS QUAD   -  BENEDICT (1996)
 DF6768
 DF6768                         *CURRENT SURVEY CONTROL
 DF6768  ______________________________________________________________________
 DF6768* NAD 83(2007) POSITION- 47 14 05.35670(N) 094 39 48.56904(W)   ADJUSTED  
 DF6768* NAD 83(2007) ELLIP HT-   383.180 (meters)        (02/10/07)   ADJUSTED
 DF6768* NAD 83(2007) EPOCH   -  2002.00
 DF6768* NAVD 88 ORTHO HEIGHT -   411.1    (meters)    1349.    (feet) GPS OBS   
 DF6768  ______________________________________________________________________
 DF6768  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6768  GEOID HEIGHT    -        -27.87  (meters)                     GEOID99
 DF6768  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 DF6768  NAD 83(2007) X  -   -352,760.897 (meters)                     COMP
 DF6768  NAD 83(2007) Y  - -4,324,454.754 (meters)                     COMP
 DF6768  NAD 83(2007) Z  -  4,659,811.049 (meters)                     COMP
 DF6768  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC09
 DF6768
 DF6768  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6768  Type                                         Horiz  Ellip  Dist(km)
 DF6768  -------------------------------------------------------------------
 DF6768  NETWORK                                       0.87   0.57
 DF6768  -------------------------------------------------------------------
 DF6768  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.90   0.53      9.47
 DF6768  -------------------------------------------------------------------
 DF6768  NOTE: Click here for information on individual local accuracy
 DF6768  values and other accuracy information.
 DF6768
 DF6768
 DF6768.The horizontal coordinates were established by GPS observations
 DF6768.and adjusted by the National Geodetic Survey in February 2007.
 DF6768
 DF6768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6768.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6768
 DF6768.The horizontal coordinates are valid at the epoch date displayed above
 DF6768.which is a decimal equivalence of Year/Month/Day.
 DF6768
 DF6768.The orthometric height was determined by GPS observations and a
 DF6768.high-resolution geoid model.
 DF6768
 DF6768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6768
 DF6768.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6768
 DF6768.The ellipsoidal height was determined by GPS observations
 DF6768.and is referenced to NAD 83.
 DF6768
 DF6768. The following values were computed from the NAD 83(2007) position.
 DF6768
 DF6768;                    North         East     Units Scale Factor Converg.
 DF6768;SPC MN C     -   348,488.229   768,688.261   MT  1.00004567   -0 17 56.8
 DF6768;SPC MN C     - 1,143,331.80  2,521,938.07   sFT  1.00004567   -0 17 56.8
 DF6768;UTM  15      - 5,232,601.549   374,088.622   MT  0.99979484   -1 13 17.0
 DF6768
 DF6768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6768!SPC MN C     -   0.99993994  x   1.00004567  =   0.99998561
 DF6768!UTM  15      -   0.99993994  x   0.99979484  =   0.99973479
 DF6768
 DF6768                          SUPERSEDED SURVEY CONTROL
 DF6768
 DF6768  NAD 83(1996)-  47 14 05.35645(N)    094 39 48.56883(W) AD(       ) 1
 DF6768  ELLIP H (08/04/03)  383.196  (m)                       GP(       ) 3 2
 DF6768
 DF6768.Superseded values are not recommended for survey control.
 DF6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6768.See file dsdata.txt to determine how the superseded data were derived.
 DF6768
 DF6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7408832601(NAD 83)
 DF6768
 DF6768_MARKER: DD = SURVEY DISK
 DF6768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6768_STAMPING: 331-6 2001
 DF6768_MARK LOGO: MN-057
 DF6768_PROJECTION: RECESSED 8 CENTIMETERS
 DF6768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6768+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6768_ROD/PIPE-DEPTH: 16.8 meters
 DF6768
 DF6768  HISTORY     - Date     Condition        Report By
 DF6768  HISTORY     - 2001     MONUMENTED       MN-057
 DF6768
 DF6768                          STATION DESCRIPTION
 DF6768
 DF6768'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6768'4.2 MILES (6.8 KM) ENE OF LAPORTE, 1.45 MI (2.33 KM) EAST ALONG CO RD
 DF6768'31 FROM THE JCT OF TH 200,
 DF6768'THEN 4.88 MI (7.85 KM) NORTH ON CO RD 94, 26 FT (7.9 M) EAST OF CO RD
 DF6768'94, 0.65 MILE (1.05 KM) SOUTH
 DF6768'OF CO RD 66, 51.80 FT (15.79 M) SW OF 6 INCH WHITE PINE, 46.37 FT
 DF6768'(14.13 M) SSW OF P-POLE, 3 FT (0.9
 DF6768'M) WEST OF WIT POST.
 DF6768'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1275 ***********************************************************************
 QO1275  DESIGNATION -  3310 A
 QO1275  PID         -  QO1275
 QO1275  STATE/COUNTY-  MN/KANABEC
 QO1275  COUNTRY     -  US
 QO1275  USGS QUAD   -  GRASSTON (1983)
 QO1275
 QO1275                         *CURRENT SURVEY CONTROL
 QO1275  ______________________________________________________________________
 QO1275* NAD 83(2007) POSITION- 45 45 35.13875(N) 093 08 46.84986(W)   ADJUSTED  
 QO1275* NAD 83(2007) ELLIP HT-   262.459 (meters)        (01/10/11)   ADJUSTED
 QO1275* NAD 83(2007) EPOCH   -  2002.00
 QO1275* NAVD 88 ORTHO HEIGHT -   290.533  (meters)     953.19  (feet) ADJUSTED  
 QO1275  ______________________________________________________________________
 QO1275  NAD 83(2007) X  -   -244,666.132 (meters)                     COMP
 QO1275  NAD 83(2007) Y  - -4,450,952.829 (meters)                     COMP
 QO1275  NAD 83(2007) Z  -  4,546,846.350 (meters)                     COMP
 QO1275  LAPLACE CORR    -          0.98  (seconds)                    DEFLEC09
 QO1275  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 QO1275  DYNAMIC HEIGHT  -        290.524 (meters)      953.16  (feet) COMP
 QO1275  MODELED GRAVITY -    980,579.8   (mgal)                       NAVD 88
 QO1275
 QO1275  HORZ ORDER      -  FIRST
 QO1275  VERT ORDER      -  SECOND    CLASS I
 QO1275  ELLP ORDER      -  FIRST     CLASS I
 QO1275
 QO1275.The horizontal coordinates were established by GPS observations
 QO1275.and adjusted by the MN DEPT OF TRANSP in January 2011.
 QO1275
 QO1275.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1275.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1275
 QO1275.The horizontal coordinates are valid at the epoch date displayed above
 QO1275.which is a decimal equivalence of Year/Month/Day.
 QO1275
 QO1275.The orthometric height was determined by differential leveling and
 QO1275.adjusted in June 1991.
 QO1275
 QO1275.Photographs are available for this station.
 QO1275
 QO1275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1275
 QO1275.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1275
 QO1275.The ellipsoidal height was determined by GPS observations
 QO1275.and is referenced to NAD 83.
 QO1275
 QO1275.The dynamic height is computed by dividing the NAVD 88
 QO1275.geopotential number by the normal gravity value computed on the
 QO1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1275.degrees latitude (g = 980.6199 gals.).
 QO1275
 QO1275.The modeled gravity was interpolated from observed gravity values.
 QO1275
 QO1275. The following values were computed from the NAD 83(2007) position.
 QO1275
 QO1275;                    North         East     Units Scale Factor Converg.
 QO1275;SPC MN C     -   185,043.032   885,856.654   MT  0.99997207   +0 47 54.1
 QO1275;SPC MN C     -   607,095.35  2,906,348.04   sFT  0.99997207   +0 47 54.1
 QO1275;UTM  15      - 5,067,366.242   488,619.056   MT  0.99960159   -0 06 17.4
 QO1275
 QO1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1275!SPC MN C     -   0.99995886  x   0.99997207  =   0.99993093
 QO1275!UTM  15      -   0.99995886  x   0.99960159  =   0.99956046
 QO1275
 QO1275                          SUPERSEDED SURVEY CONTROL
 QO1275
 QO1275  NAVD 88 (01/10/11)  290.54   (m)          953.2    (f) LEVELING    3  
 QO1275
 QO1275.Superseded values are not recommended for survey control.
 QO1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1275.See file dsdata.txt to determine how the superseded data were derived.
 QO1275
 QO1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8861967366(NAD 83)
 QO1275
 QO1275_MARKER: DV = VERTICAL CONTROL DISK
 QO1275_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1275_SP_SET: COPPER-CLAD STEEL ROD
 QO1275_STAMPING: 3310 A 1977
 QO1275_MARK LOGO: MNDT  
 QO1275_PROJECTION: PROJECTING 8 CENTIMETERS
 QO1275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1275+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2012
 QO1275_ROD/PIPE-DEPTH: 12.2 meters
 QO1275
 QO1275  HISTORY     - Date     Condition        Report By
 QO1275  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1275  HISTORY     - 1984     GOOD             MNDT
 QO1275  HISTORY     - 20100413 GOOD             MNDT
 QO1275  HISTORY     - 20100413 GOOD             MNDT
 QO1275  HISTORY     - 20120410 GOOD
 QO1275
 QO1275                          STATION DESCRIPTION
 QO1275
 QO1275'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1275'2.5 MI SOUTH FROM GRASSTON.
 QO1275'THE MARK IS LOCATED 2.5 MILES SOUTH ALONG TRUNK HIGHWAY 107 FROM THE
 QO1275'NORTH JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK HIGHWAY 70 IN
 QO1275'GRASSTON, THENCE, 0.55 MILES EAST ALONG TRUNK HIGHWAY 70. IT IS 98.5
 QO1275'FT. NORTH OF AND LEVEL WITH THE CENTER OF TRUNK HIGHWAY 70, 61.1 FT.
 QO1275'NORTH NORTHEAST OF A SIGN POST FOR FIRE NO. G 712, 48.8 FT. NORTH
 QO1275'NORTHEAST OF THE EAST END OF AN 18 INCH METAL CULVERT UNDER A
 QO1275'DRIVEWAY, 36 FT. WEST OF THE CENTER OF A DRIVEWAY AND 2.0 FT. SOUTH OF
 QO1275'A POWER POLE. IT IS 0.9 FT. SOUTH OF A STEEL WITNESS POST.
 QO1275
 QO1275                          STATION RECOVERY (1984)
 QO1275
 QO1275'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO1275'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 QO1275'NEW DESCRIPTION FOLLOWS.  THE MARK IS IN THE SE 1/4 OF SECTION 24,
 QO1275'T38N, R23W, 0.55 MILE EAST ALONG TRUNK HIGHWAY 70 FROM ITS JUNCTION
 QO1275'WITH TRUNK HIGHWAY 107 ABOUT 2.5 MILES NORTH-NORTHEAST OF BRAHAM,
 QO1275'69.5 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF TRUNK
 QO1275'HIGHWAY 70, 36 FEET WEST OF THE CENTER OF A DRIVEWAY, 98.5 FEET
 QO1275'NORTH-NORTHEAST OF TRUNK HIGHWAY 70 MILEPOST 11, 61.1 FEET
 QO1275'NORTH-NORTHEAST OF A SIGN POST FOR FIRE NUMBER G 712, 48.8 FEET
 QO1275'NORTH-NORTHEAST OF THE EAST END OF A 18 INCH DIAMETER METAL CULVERT
 QO1275'UNDER THE DRIVEWAY, 2 FEET SOUTH OF A POWER POLE, AND 0.9 FOOT SOUTH
 QO1275'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 QO1275'MONUMENT DISK STAMPED---3310 A 1977---, IS CRIMPED ON THE TOP OF A
 QO1275'5/8 INCH DIAMETER BY 40 FOOT LONG DRIVEN COPPER-CLAD STEEL ROD THAT
 QO1275'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 QO1275
 QO1275                          STATION RECOVERY (2010)
 QO1275
 QO1275'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1275'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1275'THE MARK IS 2.5 MILES NORTH-NORTHEAST OF BRAHAM, 0.55 MILE EAST ALONG
 QO1275'TRUNK HIGHWAY 70/TRUNK HIGHWAY 42 FROM THE JUNCTION OF TRUNK HIGHWAY
 QO1275'70/TRUNK HIGHWAY 42 AND TRUNK HIGHWAY 107 IN BRAHAM, 69.5 FEET NORTH
 QO1275'OF TRUNK HIGHWAY 70, 36 FEET WEST OF DRIVEWAY, 98.5 FEET
 QO1275'NORTH-NORTHEAST OF MILEPOST 11, 48.8 FEET NORTH-NORTHEAST OF EAST END
 QO1275'OF METAL CULVERT, 33.7 FEET EAST OF DRIVEWAY NUMBER G1681, 0.9 FOOT
 QO1275'SOUTH OF WITNESS POST.
 QO1275
 QO1275                          STATION RECOVERY (2010)
 QO1275
 QO1275'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1275'RECOVERED AS DESCRIBED.
 QO1275
 QO1275                          STATION RECOVERY (2012)
 QO1275
 QO1275'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 QO1275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1273 ***********************************************************************
 QO1273  DESIGNATION -  3311 A
 QO1273  PID         -  QO1273
 QO1273  STATE/COUNTY-  MN/KANABEC
 QO1273  COUNTRY     -  US
 QO1273  USGS QUAD   -  BRAHAM (1983)
 QO1273
 QO1273                         *CURRENT SURVEY CONTROL
 QO1273  ______________________________________________________________________
 QO1273* NAD 83(2007) POSITION- 45 44 33.99158(N) 093 09 49.31413(W)   ADJUSTED  
 QO1273* NAD 83(2007) ELLIP HT-   266.969 (meters)        (01/10/11)   ADJUSTED
 QO1273* NAD 83(2007) EPOCH   -  2002.00
 QO1273* NAVD 88 ORTHO HEIGHT -   295.108  (meters)     968.20  (feet) ADJUSTED  
 QO1273  ______________________________________________________________________
 QO1273  NAD 83(2007) X  -   -246,088.836 (meters)                     COMP
 QO1273  NAD 83(2007) Y  - -4,452,231.975 (meters)                     COMP
 QO1273  NAD 83(2007) Z  -  4,545,532.226 (meters)                     COMP
 QO1273  LAPLACE CORR    -          0.37  (seconds)                    DEFLEC09
 QO1273  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 QO1273  DYNAMIC HEIGHT  -        295.098 (meters)      968.17  (feet) COMP
 QO1273  MODELED GRAVITY -    980,574.9   (mgal)                       NAVD 88
 QO1273
 QO1273  HORZ ORDER      -  FIRST
 QO1273  VERT ORDER      -  SECOND    CLASS I
 QO1273  ELLP ORDER      -  FIRST     CLASS I
 QO1273
 QO1273.The horizontal coordinates were established by GPS observations
 QO1273.and adjusted by the MN DEPT OF TRANSP in January 2011.
 QO1273
 QO1273.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1273.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1273
 QO1273.The horizontal coordinates are valid at the epoch date displayed above
 QO1273.which is a decimal equivalence of Year/Month/Day.
 QO1273
 QO1273.The orthometric height was determined by differential leveling and
 QO1273.adjusted in June 1991.
 QO1273
 QO1273.Photographs are available for this station.
 QO1273
 QO1273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1273
 QO1273.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1273
 QO1273.The ellipsoidal height was determined by GPS observations
 QO1273.and is referenced to NAD 83.
 QO1273
 QO1273.The dynamic height is computed by dividing the NAVD 88
 QO1273.geopotential number by the normal gravity value computed on the
 QO1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1273.degrees latitude (g = 980.6199 gals.).
 QO1273
 QO1273.The modeled gravity was interpolated from observed gravity values.
 QO1273
 QO1273. The following values were computed from the NAD 83(2007) position.
 QO1273
 QO1273;                    North         East     Units Scale Factor Converg.
 QO1273;SPC MN C     -   183,136.740   884,532.826   MT  0.99997506   +0 47 08.9
 QO1273;SPC MN C     -   600,841.12  2,902,004.78   sFT  0.99997506   +0 47 08.9
 QO1273;UTM  15      - 5,065,481.754   487,265.849   MT  0.99960199   -0 07 02.1
 QO1273
 QO1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1273!SPC MN C     -   0.99995815  x   0.99997506  =   0.99993321
 QO1273!UTM  15      -   0.99995815  x   0.99960199  =   0.99956015
 QO1273
 QO1273                          SUPERSEDED SURVEY CONTROL
 QO1273
 QO1273  NAVD 88 (01/10/11)  295.11   (m)          968.2    (f) LEVELING    3  
 QO1273
 QO1273.Superseded values are not recommended for survey control.
 QO1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1273.See file dsdata.txt to determine how the superseded data were derived.
 QO1273
 QO1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8726565481(NAD 83)
 QO1273
 QO1273_MARKER: DV = VERTICAL CONTROL DISK
 QO1273_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1273_SP_SET: COPPER-CLAD STEEL ROD
 QO1273_STAMPING: 3311 A 1977
 QO1273_MARK LOGO: MNDT  
 QO1273_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1273+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1273_ROD/PIPE-DEPTH: 17.1 meters
 QO1273
 QO1273  HISTORY     - Date     Condition        Report By
 QO1273  HISTORY     - 19770401 MONUMENTED       MNDT
 QO1273  HISTORY     - 1984     GOOD             MNDT
 QO1273  HISTORY     - 20100413 GOOD             MNDT
 QO1273  HISTORY     - 20100413 GOOD             MNDT
 QO1273
 QO1273                          STATION DESCRIPTION
 QO1273
 QO1273'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1273'1.2 MI NORTH FROM BRAHAM.
 QO1273'THE MARK IS LOCATED 1.2 MILES NORTH ALONG TRUNK HIGHWAY 107 FROM THE
 QO1273'JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD 4 IN BRAHAM, 1.25
 QO1273'MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK HIGHWAY
 QO1273'70 AND 0.85 MILES NORTH OF THE KANABEC ISANTI COUNTY LINE. IT IS 91.2
 QO1273'FT. EAST OF THE CENTER OF TRUNK HIGHWAY 107 AT MILEPOINT 3.1, 31.2
 QO1273'FT. EAST OF THE EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 21.1
 QO1273'FT. NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER AND 6.5 FT. WEST
 QO1273'SOUTHWEST OF THE FOURTH TELEGRAPH POLE SOUTH OF RAILROAD MILEPOST
 QO1273'95. IT IS 1.3 FT. WEST OF A STEEL WITNESS POST.
 QO1273
 QO1273                          STATION RECOVERY (1984)
 QO1273
 QO1273'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO1273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1273'IN THE NE 1/4 OF SECTION 35, T38N, R23W, 1.2 MILES NORTH ALONG TRUNK
 QO1273'HIGHWAY 107 FROM ITS JUNCTION WITH COUNTY ROAD 4 IN BRAHAM OR 1.25
 QO1273'MILES SOUTH ALONG TRUNK HIGHWAY 107 FROM ITS JUNCTION WITH TRUNK
 QO1273'HIGHWAY 70 ABOUT 2.5 MILES NORTH-NORTHEAST OF BRAHAM, 0.85 MILE NORTH
 QO1273'OF THE KANABEC-ISANTI COUNTY LINE, 91.2 FEET EAST OF THE CENTERLINE
 QO1273'OF TRUNK HIGHWAY 107 AT MILEPOINT 3.1, 31.2 FEET WEST-NORTHWEST OF
 QO1273'THE WEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 6.5 FEET
 QO1273'WEST-SOUTHWEST OF THE FOURTH TELEGRAPH POLE SOUTH OF RAILROAD
 QO1273'MILEPOST 95, AND 1.3 FEET WEST OF A STEEL WITNESS POST.  THE MARK, A
 QO1273'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3311 A
 QO1273'1977---, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 56 FOOT LONG
 QO1273'DRIVEN COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE SURFACE
 QO1273'OF THE GROUND.
 QO1273
 QO1273                          STATION RECOVERY (2010)
 QO1273
 QO1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1273'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO1273'THE MARK IS 1.2 MILES NORTH-NORTHEAST OF BRAHAM, 1.9 MILES NORTH ALONG
 QO1273'TRUNK HIGHWAY 107/TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY
 QO1273'107/TRUNK HIGHWAY 4 AND COUNTY ROAD A IN BRAHAM, 1.25 MILES SOUTH OF
 QO1273'JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK HIGHWAY 70, AT TRUNK HIGHWAY
 QO1273'107 MILEPOINT 3.1, 0.85 MILE NORTH OF COUNTY LINE, 91.2 FEET EAST OF
 QO1273'TRUNK HIGHWAY 107, 31.2 FEET WEST-NORTHWEST OF WEST RAIL OF RAILROAD,
 QO1273'1.3 FEET WEST OF WITNESS POST.
 QO1273
 QO1273                          STATION RECOVERY (2010)
 QO1273
 QO1273'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1274 ***********************************************************************
 QO1274  DESIGNATION -  3311 B
 QO1274  PID         -  QO1274
 QO1274  STATE/COUNTY-  MN/KANABEC
 QO1274  COUNTRY     -  US
 QO1274  USGS QUAD   -  GRASSTON (1983)
 QO1274
 QO1274                         *CURRENT SURVEY CONTROL
 QO1274  ______________________________________________________________________
 QO1274* NAD 83(1986) POSITION- 45 45 23.32   (N) 093 09 31.95   (W)   HD_HELD1  
 QO1274* NAVD 88 ORTHO HEIGHT -   300.420  (meters)     985.63  (feet) ADJUSTED  
 QO1274  ______________________________________________________________________
 QO1274  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 QO1274  DYNAMIC HEIGHT  -        300.411 (meters)      985.60  (feet) COMP
 QO1274  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 QO1274
 QO1274  VERT ORDER      -  SECOND    CLASS I
 QO1274
 QO1274.The horizontal coordinates were established by differentially corrected
 QO1274.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO1274.
 QO1274.The orthometric height was determined by differential leveling and
 QO1274.adjusted in June 1991.
 QO1274
 QO1274.Photographs are available for this station.
 QO1274
 QO1274.The dynamic height is computed by dividing the NAVD 88
 QO1274.geopotential number by the normal gravity value computed on the
 QO1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1274.degrees latitude (g = 980.6199 gals.).
 QO1274
 QO1274.The modeled gravity was interpolated from observed gravity values.
 QO1274
 QO1274;                    North         East    Units  Estimated Accuracy
 QO1274;SPC MN C     -   184,664.7     884,887.2     MT  (+/- 3 meters HH1 GPS) 
 QO1274
 QO1274                          SUPERSEDED SURVEY CONTROL
 QO1274
 QO1274.No superseded survey control is available for this station.
 QO1274
 QO1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8764467003(NAD 83)
 QO1274
 QO1274_MARKER: DB = BENCH MARK DISK
 QO1274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1274_SP_SET: COPPER-CLAD STEEL ROD
 QO1274_STAMPING: 3311 B 1977
 QO1274_MARK LOGO: MNDT  
 QO1274_PROJECTION: PROJECTING 5 CENTIMETERS
 QO1274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1274+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 QO1274_ROD/PIPE-DEPTH: 8.53 meters
 QO1274
 QO1274  HISTORY     - Date     Condition        Report By
 QO1274  HISTORY     - 1977     MONUMENTED       MNDT
 QO1274  HISTORY     - 1984     GOOD             MNDT
 QO1274  HISTORY     - 20100413 GOOD             MNDT
 QO1274
 QO1274                          STATION DESCRIPTION
 QO1274
 QO1274'DESCRIBED BY MN DEPT OF TRANSP 1977
 QO1274'2.2 MI NORTH FROM BRAHAM.
 QO1274'THE MARK IS LOCATED 2.2 MILES NORTH ALONG TRUNK HIGHWAY 107 FROM THE
 QO1274'JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY ROAD 4 IN BRAHAM AND 0.25
 QO1274'MILES SOUTH OF THE SOUTH JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK
 QO1274'HIGHWAY 70. IT IS ALSO 2.8 MILES SOUTH OF THE JUNCTION OF NORTH
 QO1274'TRUNK HIGHWAY 70 AND TRUNK HIGHWAY 107 IN GRASSTON. IT IS 85.5 FT.
 QO1274'EAST OF AND 4 FT. LOWER THAN THE CENTER OF TRUNK HIGHWAY 107 AT
 QO1274'MILEPOINT 4.05, 37.6 FT. WEST OF THE WEST RAIL OF THE BURLINGTON
 QO1274'NORTHERN RAILROAD, 46.4 FT. EAST NORTHEAST OF THE NORTH END OF A 15
 QO1274'INCH METAL CULVERT UNDER A FIELD ROAD, 25 FT. NORTH OF THE CENTER OF
 QO1274'THE FIELD ROAD AND 2.2 FT. WEST OF THE SIXTH TELEGRAPH POLE SOUTH OF
 QO1274'RAILROAD MILEPOST 94. IT IS 1 FT. WEST OF A STEEL WITNESS POST.
 QO1274
 QO1274                          STATION RECOVERY (1984)
 QO1274
 QO1274'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 QO1274'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 QO1274'IN THE NW 1/4 OF SECTION 25, T38N, R23W, 2.2 MILES NORTH ALONG TRUNK
 QO1274'HIGHWAY 107 FROM ITS JUNCTION WITH COUNTY ROAD 4 IN BRAHAM OR 0.25
 QO1274'MILE SOUTH OF THE SOUTH JUNCTION OF TRUNK HIGHWAY 107 AND TRUNK
 QO1274'HIGHWAY 70 OR 2.8 MILES SOUTH ALONG TRUNK HIGHWAY 107 FROM ITS NORTH
 QO1274'JUNCTION WITH TRUNK HIGHWAY 70 IN GRASSTON, 85.5 FEET EAST OF AND 4
 QO1274'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 107 AT MILEPOINT
 QO1274'4.05, 37.6 FEET WEST OF THE WEST RAIL OF THE BURLINGTON NORTHERN
 QO1274'RAILROAD, 46.4 FEET EAST-NORTHEAST OF THE NORTH END OF A 15 INCH
 QO1274'DIAMETER METAL CULVERT UNDER A FIELD ROAD, 25 FEET NORTH OF THE
 QO1274'CENTER OF THE FIELD ROAD, 2.2 FEET WEST OF THE SIXTH TELEGRAPH POLE
 QO1274'SOUTH OF RAILROAD MILEPOST 94, AND 1.0 FOOT WEST OF A STEEL WITNESS
 QO1274'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QO1274'STAMPED---3311 B 1977---, IS CRIMPED ON THE TOP OF A 5/8 INCH
 QO1274'DIAMETER BY 28 FOOT LONG DRIVEN COPPER-CLAD STEEL ROD THAT PROJECTS 2
 QO1274'INCHES ABOVE THE SURFACE OF THE GROUND.
 QO1274
 QO1274                          STATION RECOVERY (2010)
 QO1274
 QO1274'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO1274'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2212 ***********************************************************************
 QO2212  DESIGNATION -  3313 A
 QO2212  PID         -  QO2212
 QO2212  STATE/COUNTY-  MN/KANABEC
 QO2212  COUNTRY     -  US
 QO2212  USGS QUAD   -  MORA SOUTH (1980)
 QO2212
 QO2212                         *CURRENT SURVEY CONTROL
 QO2212  ______________________________________________________________________
 QO2212* NAD 83(1986) POSITION- 45 49 04.     (N) 093 17 49.     (W)   SCALED    
 QO2212* NAVD 88 ORTHO HEIGHT -   299.397  (meters)     982.27  (feet) ADJUSTED  
 QO2212  ______________________________________________________________________
 QO2212  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 QO2212  DYNAMIC HEIGHT  -        299.392 (meters)      982.26  (feet) COMP
 QO2212  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QO2212
 QO2212  VERT ORDER      -  SECOND    CLASS I
 QO2212
 QO2212.The horizontal coordinates were scaled from a topographic map and have
 QO2212.an estimated accuracy of +/- 6 seconds.
 QO2212.
 QO2212.The orthometric height was determined by differential leveling and
 QO2212.adjusted in June 1991.
 QO2212
 QO2212.The dynamic height is computed by dividing the NAVD 88
 QO2212.geopotential number by the normal gravity value computed on the
 QO2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2212.degrees latitude (g = 980.6199 gals.).
 QO2212
 QO2212.The modeled gravity was interpolated from observed gravity values.
 QO2212
 QO2212;                    North         East    Units  Estimated Accuracy
 QO2212;SPC MN C     -   191,340.      874,060.      MT  (+/- 180 meters Scaled)
 QO2212
 QO2212                          SUPERSEDED SURVEY CONTROL
 QO2212
 QO2212.No superseded survey control is available for this station.
 QO2212
 QO2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL769738(NAD 83)
 QO2212
 QO2212_MARKER: DB = BENCH MARK DISK
 QO2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO2212_SP_SET: CONCRETE POST
 QO2212_STAMPING: 3313 A 1984
 QO2212_MARK LOGO: MNDT  
 QO2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2212+STABILITY: SURFACE MOTION
 QO2212
 QO2212  HISTORY     - Date     Condition        Report By
 QO2212  HISTORY     - 1984     MONUMENTED       MNDT
 QO2212
 QO2212                          STATION DESCRIPTION
 QO2212
 QO2212'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2212'3.5 MI SOUTH FROM MORA.
 QO2212'THE MARK IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE TOWN OF MORA, NEAR
 QO2212'THE NORTH 1/4 OF SECTION 2, T38N, R24W, 2.55 MILES SOUTH ALONG TRUNK
 QO2212'HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 ABOUT 1 MILE SOUTH
 QO2212'OF MORA, 73 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 65 AT
 QO2212'MILEPOINT 60.8, 25 FEET NORTH OF THE EXTENDED CENTERLINE OF A ROAD
 QO2212'LEADING WEST, AND 0.3 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK,
 QO2212'A STANDARD MNDT BENCH MARK DISK STAMPED---3313 A 1984---, IS SET IN
 QO2212'THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT IS BURIED 0.2
 QO2212'FOOT BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT BELOW THE
 QO2212'LEVEL OF TRUNK HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2213 ***********************************************************************
 QO2213  DESIGNATION -  3313 B
 QO2213  PID         -  QO2213
 QO2213  STATE/COUNTY-  MN/KANABEC
 QO2213  COUNTRY     -  US
 QO2213  USGS QUAD   -  BRAHAM (1983)
 QO2213
 QO2213                         *CURRENT SURVEY CONTROL
 QO2213  ______________________________________________________________________
 QO2213* NAD 83(1986) POSITION- 45 44 30.     (N) 093 14 30.     (W)   SCALED    
 QO2213* NAVD 88 ORTHO HEIGHT -   291.711  (meters)     957.06  (feet) ADJUSTED  
 QO2213  ______________________________________________________________________
 QO2213  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 QO2213  DYNAMIC HEIGHT  -        291.701 (meters)      957.02  (feet) COMP
 QO2213  MODELED GRAVITY -    980,573.3   (mgal)                       NAVD 88
 QO2213
 QO2213  VERT ORDER      -  SECOND    CLASS I
 QO2213
 QO2213.The horizontal coordinates were scaled from a topographic map and have
 QO2213.an estimated accuracy of +/- 6 seconds.
 QO2213.
 QO2213.The orthometric height was determined by differential leveling and
 QO2213.adjusted in June 1991.
 QO2213
 QO2213.The dynamic height is computed by dividing the NAVD 88
 QO2213.geopotential number by the normal gravity value computed on the
 QO2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2213.degrees latitude (g = 980.6199 gals.).
 QO2213
 QO2213.The modeled gravity was interpolated from observed gravity values.
 QO2213
 QO2213;                    North         East    Units  Estimated Accuracy
 QO2213;SPC MN C     -   182,930.      878,470.      MT  (+/- 180 meters Scaled)
 QO2213
 QO2213                          SUPERSEDED SURVEY CONTROL
 QO2213
 QO2213.No superseded survey control is available for this station.
 QO2213
 QO2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL812653(NAD 83)
 QO2213
 QO2213_MARKER: DB = BENCH MARK DISK
 QO2213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2213_SP_SET: ALUMINUM ALLOY ROD
 QO2213_STAMPING: 3313 B 1984
 QO2213_MARK LOGO: MNDT  
 QO2213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2213
 QO2213  HISTORY     - Date     Condition        Report By
 QO2213  HISTORY     - 1984     MONUMENTED       MNDT
 QO2213
 QO2213                          STATION DESCRIPTION
 QO2213
 QO2213'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2213'3 MI WNW FROM BRAHAM.
 QO2213'THE MARK IS LOCATED ABOUT 3 MILES WEST-NORTHWEST OF THE TOWN OF
 QO2213'BRAHAM, IN THE NW 1/4 OF SECTION 32, T38N, R23W, 3.45 MILES NORTH
 QO2213'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH
 QO2213'OF BRAHAM, 78.0 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 65
 QO2213'AT MILEPOINT 54.45, 1.7 FEET NORTH OF A CORNER FENCE POST, AND 0.9
 QO2213'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2213'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3313 B 1984---, IS
 QO2213'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 30 FOOT LONG DRIVEN ALUMINUM
 QO2213'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4 FEET
 QO2213'BELOW THE LEVEL OF TRUNK HIGHWAY 65.  A MAGNET IN THE DISK MAKES THE
 QO2213'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2214 ***********************************************************************
 QO2214  DESIGNATION -  3313 C
 QO2214  PID         -  QO2214
 QO2214  STATE/COUNTY-  MN/KANABEC
 QO2214  COUNTRY     -  US
 QO2214  USGS QUAD   -  BRAHAM (1983)
 QO2214
 QO2214                         *CURRENT SURVEY CONTROL
 QO2214  ______________________________________________________________________
 QO2214* NAD 83(1986) POSITION- 45 44 52.     (N) 093 14 52.     (W)   SCALED    
 QO2214* NAVD 88 ORTHO HEIGHT -   290.888  (meters)     954.36  (feet) ADJUSTED  
 QO2214  ______________________________________________________________________
 QO2214  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 QO2214  DYNAMIC HEIGHT  -        290.879 (meters)      954.33  (feet) COMP
 QO2214  MODELED GRAVITY -    980,574.6   (mgal)                       NAVD 88
 QO2214
 QO2214  VERT ORDER      -  SECOND    CLASS I
 QO2214
 QO2214.The horizontal coordinates were scaled from a topographic map and have
 QO2214.an estimated accuracy of +/- 6 seconds.
 QO2214.
 QO2214.The orthometric height was determined by differential leveling and
 QO2214.adjusted in June 1991.
 QO2214
 QO2214.The dynamic height is computed by dividing the NAVD 88
 QO2214.geopotential number by the normal gravity value computed on the
 QO2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2214.degrees latitude (g = 980.6199 gals.).
 QO2214
 QO2214.The modeled gravity was interpolated from observed gravity values.
 QO2214
 QO2214;                    North         East    Units  Estimated Accuracy
 QO2214;SPC MN C     -   183,610.      877,980.      MT  (+/- 180 meters Scaled)
 QO2214
 QO2214                          SUPERSEDED SURVEY CONTROL
 QO2214
 QO2214.No superseded survey control is available for this station.
 QO2214
 QO2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL807660(NAD 83)
 QO2214
 QO2214_MARKER: DB = BENCH MARK DISK
 QO2214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2214_SP_SET: ALUMINUM ALLOY ROD
 QO2214_STAMPING: 3313 C 1984
 QO2214_MARK LOGO: MNDT  
 QO2214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2214
 QO2214  HISTORY     - Date     Condition        Report By
 QO2214  HISTORY     - 1984     MONUMENTED       MNDT
 QO2214
 QO2214                          STATION DESCRIPTION
 QO2214
 QO2214'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2214'3.2 MI WNW FROM BRAHAM.
 QO2214'THE MARK IS LOCATED ABOUT 3-1/4 MILES WEST-NORTHWEST OF THE TOWN OF
 QO2214'BRAHAM, IN THE SE 1/4 OF SECTION 30, T38N, R23W, 4.05 MILES NORTH
 QO2214'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH
 QO2214'OF BRAHAM, 66.0 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 65
 QO2214'AT MILEPOINT 55.1, 31 FEET EAST-SOUTHEAST OF A 20 INCH DIAMETER OAK
 QO2214'TREE, 21.6 FEET WEST-SOUTHWEST OF A 20 INCH DIAMETER OAK TREE, AND
 QO2214'1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QO2214'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3313 C 1984---, IS
 QO2214'SET ON THE TOP OF A 5/8 INCH DIAMETER BY 35 FOOT LONG DRIVEN ALUMINUM
 QO2214'ROD THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 QO2214'ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 65.  A MAGNET IN THE
 QO2214'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2215 ***********************************************************************
 QO2215  DESIGNATION -  3313 D
 QO2215  PID         -  QO2215
 QO2215  STATE/COUNTY-  MN/KANABEC
 QO2215  COUNTRY     -  US
 QO2215  USGS QUAD   -  MORA SOUTH (1980)
 QO2215
 QO2215                         *CURRENT SURVEY CONTROL
 QO2215  ______________________________________________________________________
 QO2215* NAD 83(1986) POSITION- 45 45 57.     (N) 093 16 13.     (W)   SCALED    
 QO2215* NAVD 88 ORTHO HEIGHT -   294.269  (meters)     965.45  (feet) ADJUSTED  
 QO2215  ______________________________________________________________________
 QO2215  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 QO2215  DYNAMIC HEIGHT  -        294.261 (meters)      965.42  (feet) COMP
 QO2215  MODELED GRAVITY -    980,578.9   (mgal)                       NAVD 88
 QO2215
 QO2215  VERT ORDER      -  SECOND    CLASS I
 QO2215
 QO2215.The horizontal coordinates were scaled from a topographic map and have
 QO2215.an estimated accuracy of +/- 6 seconds.
 QO2215.
 QO2215.The orthometric height was determined by differential leveling and
 QO2215.adjusted in June 1991.
 QO2215
 QO2215.Photographs are available for this station.
 QO2215
 QO2215.The dynamic height is computed by dividing the NAVD 88
 QO2215.geopotential number by the normal gravity value computed on the
 QO2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2215.degrees latitude (g = 980.6199 gals.).
 QO2215
 QO2215.The modeled gravity was interpolated from observed gravity values.
 QO2215
 QO2215;                    North         East    Units  Estimated Accuracy
 QO2215;SPC MN C     -   185,590.      876,210.      MT  (+/- 180 meters Scaled)
 QO2215
 QO2215                          SUPERSEDED SURVEY CONTROL
 QO2215
 QO2215.No superseded survey control is available for this station.
 QO2215
 QO2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL789680(NAD 83)
 QO2215
 QO2215_MARKER: DB = BENCH MARK DISK
 QO2215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2215_SP_SET: ALUMINUM ALLOY ROD
 QO2215_STAMPING: 3313 D 1984
 QO2215_MARK LOGO: MNDT  
 QO2215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2215
 QO2215  HISTORY     - Date     Condition        Report By
 QO2215  HISTORY     - 1984     MONUMENTED       MNDT
 QO2215
 QO2215                          STATION DESCRIPTION
 QO2215
 QO2215'DESCRIBED BY MN DEPT OF TRANSP 1984
 QO2215'5.2 MI NW FROM BRAHAM.
 QO2215'THE MARK IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF THE TOWN OF
 QO2215'BRAHAM, IN THE SE 1/4 OF SECTION 24, T38N, R24W, 5.7 MILES NORTH
 QO2215'ALONG TRUNK HIGHWAY 65 FROM ITS JUNCTION WITH TRUNK HIGHWAY 107 SOUTH
 QO2215'OF BRAHAM, 67.0 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 65
 QO2215'AT MILEPOINT 56.75, 53.8 FEET EAST-SOUTHEAST OF A 6 INCH DIAMETER
 QO2215'SCRUB OAK TREE, 21.4 FEET NORTH-NORTHWEST OF A 6 INCH DIAMETER PINE
 QO2215'TREE, AND 1.2 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A
 QO2215'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3313
 QO2215'D 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 35 FOOT LONG
 QO2215'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 QO2215'ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 65.  A MAGNET IN THE
 QO2215'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6769 ***********************************************************************
 DF6769  DESIGNATION -  332 21
 DF6769  PID         -  DF6769
 DF6769  STATE/COUNTY-  MN/HUBBARD
 DF6769  COUNTRY     -  US
 DF6769  USGS QUAD   -  BENEDICT (1996)
 DF6769
 DF6769                         *CURRENT SURVEY CONTROL
 DF6769  ______________________________________________________________________
 DF6769* NAD 83(2007) POSITION- 47 11 37.09732(N) 094 43 42.20729(W)   ADJUSTED  
 DF6769* NAD 83(2007) ELLIP HT-   370.224 (meters)        (02/10/07)   ADJUSTED
 DF6769* NAD 83(2007) EPOCH   -  2002.00
 DF6769* NAVD 88 ORTHO HEIGHT -   397.984  (meters)    1305.72  (feet) ADJUSTED  
 DF6769  ______________________________________________________________________
 DF6769  NAD 83(2007) X  -   -357,935.302 (meters)                     COMP
 DF6769  NAD 83(2007) Y  - -4,327,392.578 (meters)                     COMP
 DF6769  NAD 83(2007) Z  -  4,656,691.343 (meters)                     COMP
 DF6769  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC09
 DF6769  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 DF6769  DYNAMIC HEIGHT  -        398.021 (meters)     1305.84  (feet) COMP
 DF6769  MODELED GRAVITY -    980,694.0   (mgal)                       NAVD 88
 DF6769
 DF6769  VERT ORDER      -  SECOND    CLASS I
 DF6769
 DF6769  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6769  Type                                         Horiz  Ellip  Dist(km)
 DF6769  -------------------------------------------------------------------
 DF6769  NETWORK                                       0.48   0.47
 DF6769  -------------------------------------------------------------------
 DF6769  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.50   0.39      5.06
 DF6769  -------------------------------------------------------------------
 DF6769  NOTE: Click here for information on individual local accuracy
 DF6769  values and other accuracy information.
 DF6769
 DF6769
 DF6769.The horizontal coordinates were established by GPS observations
 DF6769.and adjusted by the National Geodetic Survey in February 2007.
 DF6769
 DF6769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6769.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6769
 DF6769.The horizontal coordinates are valid at the epoch date displayed above
 DF6769.which is a decimal equivalence of Year/Month/Day.
 DF6769
 DF6769.The orthometric height was determined by differential leveling and
 DF6769.adjusted in July 2008.
 DF6769
 DF6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6769
 DF6769.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6769
 DF6769.The ellipsoidal height was determined by GPS observations
 DF6769.and is referenced to NAD 83.
 DF6769
 DF6769.The dynamic height is computed by dividing the NAVD 88
 DF6769.geopotential number by the normal gravity value computed on the
 DF6769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6769.degrees latitude (g = 980.6199 gals.).
 DF6769
 DF6769.The modeled gravity was interpolated from observed gravity values.
 DF6769
 DF6769. The following values were computed from the NAD 83(2007) position.
 DF6769
 DF6769;                    North         East     Units Scale Factor Converg.
 DF6769;SPC MN C     -   343,937.260   763,746.130   MT  1.00003458   -0 20 45.8
 DF6769;SPC MN C     - 1,128,400.83  2,505,723.76   sFT  1.00003458   -0 20 45.8
 DF6769;UTM  15      - 5,228,131.775   369,075.073   MT  0.99981067   -1 16 05.6
 DF6769
 DF6769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6769!SPC MN C     -   0.99994197  x   1.00003458  =   0.99997655
 DF6769!UTM  15      -   0.99994197  x   0.99981067  =   0.99975265
 DF6769
 DF6769|---------------------------------------------------------------------|
 DF6769| PID    Reference Object                     Distance      Geod. Az  |
 DF6769|                                                           dddmmss.s |
 DF6769| DF9285 DOWNARE                             364.605 METERS 09039     |
 DF6769|---------------------------------------------------------------------|
 DF6769
 DF6769                          SUPERSEDED SURVEY CONTROL
 DF6769
 DF6769  NAD 83(1996)-  47 11 37.09722(N)    094 43 42.20664(W) AD(       ) 1
 DF6769  ELLIP H (08/04/03)  370.227  (m)                       GP(       ) 3 2
 DF6769  NAVD 88 (08/04/03)  397.98   (m)         1305.7    (f) LEVELING    3  
 DF6769
 DF6769.Superseded values are not recommended for survey control.
 DF6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6769.See file dsdata.txt to determine how the superseded data were derived.
 DF6769
 DF6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6907528131(NAD 83)
 DF6769
 DF6769_MARKER: DD = SURVEY DISK
 DF6769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6769_STAMPING: 332-21 2002
 DF6769_MARK LOGO: MN-057
 DF6769_PROJECTION: RECESSED 8 CENTIMETERS
 DF6769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6769+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 DF6769_ROD/PIPE-DEPTH:  9.1 meters
 DF6769
 DF6769  HISTORY     - Date     Condition        Report By
 DF6769  HISTORY     - 2001     MONUMENTED       MN-057
 DF6769  HISTORY     - 20020819 GOOD             MNDT
 DF6769  HISTORY     - 20030430 GOOD             MNDT
 DF6769
 DF6769                          STATION DESCRIPTION
 DF6769
 DF6769'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6769'2 MILES (3.2 KM) SE OF LAPORTE AT TH 200 MP 113.65, 75 FT (22.9 M)
 DF6769'WEST OF TH 200, 9.87 FT (3.01 M)
 DF6769'SSE OF STOP SIGN POST ON THE PAUL BUNYAN STATE TRAIL, 63.70 FT (19.42
 DF6769'M) ENE P-POLE, 25 FT (7.6
 DF6769'M) SOUTH OR ROAD, 3 FT (0.9 M) SOUTH OF WITNESS POST.
 DF6769'
 DF6769
 DF6769                          STATION RECOVERY (2002)
 DF6769
 DF6769'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF6769'THE MARK IS A STANDARD HUBBARD COUNTY CONTROL DISK 2.0 MILES (3.2 KM)
 DF6769'SOUTHEAST OF LAPORTE, AT THE JUNCTION OF OF TH 200 AND COUNTY ROAD 30,
 DF6769'AT TH 200 MILEPOST 113.65 MI, (182.90 KM) 75 FT (22.9 M) WEST AND 25
 DF6769'FT (7.6 M) SOUTH OF OF THE INTERSECTION ON THE PAUL BUNYON STATE
 DF6769'TRAIL, 63.7 FT (19.4 M) EAST-NORTHEAST POWER POLE, 3 FT (0.9 M) OF A
 DF6769'WITNESS POST.
 DF6769
 DF6769                          STATION RECOVERY (2003)
 DF6769
 DF6769'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF6769'THE MARK WAS RECOVERED 2 MILES (3.2 KM) SE OF LAPORTE, AT JCT OF OF TH
 DF6769'200 AND CO RD 30, AT TH 200 MP 113.65 MI, (182.90 KM) 75 FT (22.9 M)
 DF6769'WEST AND 25 FT (7.6 M) SOUTH OF P.I.  OF ROADS ON THE PAUL BUNYON
 DF6769'STATE TRAIL, 63.7 FT (19.4 M) ENE P-POLE, 3 FT (0.9 M) FROM WITNESS
 DF6769'POST, RECESSED 3 INCHES, MAGNETIC, SUITABLE FOR GPS, 30 FT (9.1 M) ROD
 DF6769'DEPTH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6770 ***********************************************************************
 DF6770  DESIGNATION -  332 36
 DF6770  PID         -  DF6770
 DF6770  STATE/COUNTY-  MN/HUBBARD
 DF6770  COUNTRY     -  US
 DF6770  USGS QUAD   -  BENEDICT (1996)
 DF6770
 DF6770                         *CURRENT SURVEY CONTROL
 DF6770  ______________________________________________________________________
 DF6770* NAD 83(2007) POSITION- 47 09 11.10656(N) 094 40 40.63430(W)   ADJUSTED  
 DF6770* NAD 83(2007) ELLIP HT-   370.992 (meters)        (02/10/07)   ADJUSTED
 DF6770* NAD 83(2007) EPOCH   -  2002.00
 DF6770* NAVD 88 ORTHO HEIGHT -   398.762  (meters)    1308.27  (feet) ADJUSTED  
 DF6770  ______________________________________________________________________
 DF6770  NAD 83(2007) X  -   -354,395.525 (meters)                     COMP
 DF6770  NAD 83(2007) Y  - -4,331,002.244 (meters)                     COMP
 DF6770  NAD 83(2007) Z  -  4,653,626.965 (meters)                     COMP
 DF6770  LAPLACE CORR    -         -2.52  (seconds)                    DEFLEC09
 DF6770  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 DF6770  DYNAMIC HEIGHT  -        398.798 (meters)     1308.39  (feet) COMP
 DF6770  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 DF6770
 DF6770  VERT ORDER      -  SECOND    CLASS I
 DF6770
 DF6770  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6770  Type                                         Horiz  Ellip  Dist(km)
 DF6770  -------------------------------------------------------------------
 DF6770  NETWORK                                       0.56   0.51
 DF6770  -------------------------------------------------------------------
 DF6770  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.47   0.39      3.08
 DF6770  -------------------------------------------------------------------
 DF6770  NOTE: Click here for information on individual local accuracy
 DF6770  values and other accuracy information.
 DF6770
 DF6770
 DF6770.The horizontal coordinates were established by GPS observations
 DF6770.and adjusted by the National Geodetic Survey in February 2007.
 DF6770
 DF6770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6770.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6770
 DF6770.The horizontal coordinates are valid at the epoch date displayed above
 DF6770.which is a decimal equivalence of Year/Month/Day.
 DF6770
 DF6770.The orthometric height was determined by differential leveling and
 DF6770.adjusted in July 2008.
 DF6770
 DF6770.Photographs are available for this station.
 DF6770
 DF6770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6770
 DF6770.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6770
 DF6770.The ellipsoidal height was determined by GPS observations
 DF6770.and is referenced to NAD 83.
 DF6770
 DF6770.The dynamic height is computed by dividing the NAVD 88
 DF6770.geopotential number by the normal gravity value computed on the
 DF6770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6770.degrees latitude (g = 980.6199 gals.).
 DF6770
 DF6770.The modeled gravity was interpolated from observed gravity values.
 DF6770
 DF6770. The following values were computed from the NAD 83(2007) position.
 DF6770
 DF6770;                    North         East     Units Scale Factor Converg.
 DF6770;SPC MN C     -   339,406.877   767,543.990   MT  1.00002417   -0 18 34.5
 DF6770;SPC MN C     - 1,113,537.40  2,518,183.91   sFT  1.00002417   -0 18 34.5
 DF6770;UTM  15      - 5,223,541.932   372,798.747   MT  0.99979886   -1 13 49.4
 DF6770
 DF6770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6770!SPC MN C     -   0.99994185  x   1.00002417  =   0.99996602
 DF6770!UTM  15      -   0.99994185  x   0.99979886  =   0.99974072
 DF6770
 DF6770                          SUPERSEDED SURVEY CONTROL
 DF6770
 DF6770  NAD 83(1996)-  47 09 11.10603(N)    094 40 40.63472(W) AD(       ) 1
 DF6770  ELLIP H (08/04/03)  371.013  (m)                       GP(       ) 3 2
 DF6770  NAVD 88 (08/04/03)  398.76   (m)         1308.3    (f) LEVELING    3  
 DF6770
 DF6770.Superseded values are not recommended for survey control.
 DF6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6770.See file dsdata.txt to determine how the superseded data were derived.
 DF6770
 DF6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7279823541(NAD 83)
 DF6770
 DF6770_MARKER: DD = SURVEY DISK
 DF6770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6770_STAMPING: 332-36 2001
 DF6770_MARK LOGO: MN-057
 DF6770_PROJECTION: RECESSED 5 CENTIMETERS
 DF6770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6770+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 DF6770_ROD/PIPE-DEPTH: 10.7 meters
 DF6770
 DF6770  HISTORY     - Date     Condition        Report By
 DF6770  HISTORY     - 2001     MONUMENTED       MN-057
 DF6770  HISTORY     - 20020819 GOOD             MNDT
 DF6770  HISTORY     - 20030430 GOOD             MNDT
 DF6770  HISTORY     - 20070502 GOOD             MNDT
 DF6770  HISTORY     - 20090805 GOOD             GEOCAC
 DF6770
 DF6770                          STATION DESCRIPTION
 DF6770
 DF6770'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6770'0.6 MILES (1.0 KM) SE OF BENEDICT, 0.6 MILE (1.0 KM) SE OF CO RD 38 ON
 DF6770'TH 200, AT TH 200 MP 117.45,
 DF6770'62 FT (18.9 M) NORTH OF TH 200, 3 FT (0.9 M) SOUTH OF WITNESS POST.
 DF6770'
 DF6770
 DF6770                          STATION RECOVERY (2002)
 DF6770
 DF6770'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF6770'THE MARK IS A STANDARD HUBBARD COUNTY CONTROL DISK 0.6 MILES (1.0 KM)
 DF6770'SOUTHEAST OF BENEDICT, 0.6 MILES (1.0 KM) SOUTHEAST ALONG TH 200 FROM
 DF6770'THE JUNCTION OF OF TH 200 AND COUNTY ROAD 38, AT TH 200 MILEPOST
 DF6770'117.45, 62 FT (18.9 M) NORTH OF TH 200, 3.0 FT (0.9 M) SOUTH OF A
 DF6770'WITNESS POST.
 DF6770
 DF6770                          STATION RECOVERY (2003)
 DF6770
 DF6770'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS)
 DF6770'THE MARK WAS RECOVERED 0.6 MILES (1.0 KM) SE OF BENEDICT, 0.6 MILES
 DF6770'(1.0 KM) SE ALONG TH 200 FROM THE JCT OF OF TH 200 AND CO RD 38, AT TH
 DF6770'200 MP 117.45, 62.0 FT (18.9 M) NORTH OF TH 200, 3.0 FT (0.9 M) SOUTH
 DF6770'OF WIT POST, RECESSED 2 INCHES, MAGNETIC, SUITABLE FOR GPS, 35 FT
 DF6770'(10.7 M) ROD DEPTH.
 DF6770
 DF6770                          STATION RECOVERY (2007)
 DF6770
 DF6770'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DF6770'0.6 MILES SOUTHEAST OF BENEDICT, 0.6 MILES SOUTHEAST ALONG TRUNK
 DF6770'HIGHWAY 200 FROM THE JUNCTION OF OF TRUNK HIGHWAY 200 AND COUNTY ROAD
 DF6770'38, AT TRUNK HIGHWAY 200 MILE POINT 117.45, 62.0 FEET NORTH OF TRUNK
 DF6770'HIGHWAY 200, 3.0 FEET SOUTH OF WITNESS POST.
 DF6770
 DF6770                          STATION RECOVERY (2009)
 DF6770
 DF6770'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 DF6770'HH2    470911.1 944040.6
 DF6770' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6771 ***********************************************************************
 DF6771  DESIGNATION -  334 15
 DF6771  PID         -  DF6771
 DF6771  STATE/COUNTY-  MN/HUBBARD
 DF6771  COUNTRY     -  US
 DF6771  USGS QUAD   -  LAKE GEORGE (1972)
 DF6771
 DF6771                         *CURRENT SURVEY CONTROL
 DF6771  ______________________________________________________________________
 DF6771* NAD 83(2007) POSITION- 47 12 35.31536(N) 094 58 02.99967(W)   ADJUSTED  
 DF6771* NAD 83(2007) ELLIP HT-   414.690 (meters)        (02/10/07)   ADJUSTED
 DF6771* NAD 83(2007) EPOCH   -  2002.00
 DF6771* NAVD 88 ORTHO HEIGHT -   442.2    (meters)    1451.    (feet) GPS OBS   
 DF6771  ______________________________________________________________________
 DF6771  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6771  GEOID HEIGHT    -        -27.51  (meters)                     GEOID99
 DF6771  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DF6771  NAD 83(2007) X  -   -375,879.756 (meters)                     COMP
 DF6771  NAD 83(2007) Y  - -4,324,576.925 (meters)                     COMP
 DF6771  NAD 83(2007) Z  -  4,657,945.561 (meters)                     COMP
 DF6771  LAPLACE CORR    -         -3.85  (seconds)                    DEFLEC09
 DF6771
 DF6771  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6771  Type                                         Horiz  Ellip  Dist(km)
 DF6771  -------------------------------------------------------------------
 DF6771  NETWORK                                       0.94   0.61
 DF6771  -------------------------------------------------------------------
 DF6771  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.96   0.61      6.39
 DF6771  -------------------------------------------------------------------
 DF6771  NOTE: Click here for information on individual local accuracy
 DF6771  values and other accuracy information.
 DF6771
 DF6771
 DF6771.The horizontal coordinates were established by GPS observations
 DF6771.and adjusted by the National Geodetic Survey in February 2007.
 DF6771
 DF6771.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6771.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6771
 DF6771.The horizontal coordinates are valid at the epoch date displayed above
 DF6771.which is a decimal equivalence of Year/Month/Day.
 DF6771
 DF6771.The orthometric height was determined by GPS observations and a
 DF6771.high-resolution geoid model.
 DF6771
 DF6771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6771
 DF6771.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6771
 DF6771.The ellipsoidal height was determined by GPS observations
 DF6771.and is referenced to NAD 83.
 DF6771
 DF6771. The following values were computed from the NAD 83(2007) position.
 DF6771
 DF6771;                    North         East     Units Scale Factor Converg.
 DF6771;SPC MN C     -   345,871.932   745,642.448   MT  1.00003887   -0 31 08.5
 DF6771;SPC MN C     - 1,134,748.16  2,446,328.60   sFT  1.00003887   -0 31 08.5
 DF6771;UTM  15      - 5,230,357.579   351,008.464   MT  0.99987282   -1 26 38.8
 DF6771
 DF6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6771!SPC MN C     -   0.99993500  x   1.00003887  =   0.99997387
 DF6771!UTM  15      -   0.99993500  x   0.99987282  =   0.99980783
 DF6771
 DF6771                          SUPERSEDED SURVEY CONTROL
 DF6771
 DF6771  NAD 83(1996)-  47 12 35.31520(N)    094 58 02.99956(W) AD(       ) 1
 DF6771  ELLIP H (08/04/03)  414.706  (m)                       GP(       ) 3 2
 DF6771
 DF6771.Superseded values are not recommended for survey control.
 DF6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6771.See file dsdata.txt to determine how the superseded data were derived.
 DF6771
 DF6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5100830357(NAD 83)
 DF6771
 DF6771_MARKER: DD = SURVEY DISK
 DF6771_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6771_STAMPING: 334-15 2001
 DF6771_MARK LOGO: MN-057
 DF6771_PROJECTION: RECESSED 5 CENTIMETERS
 DF6771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6771+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6771_ROD/PIPE-DEPTH:  9.1 meters
 DF6771
 DF6771  HISTORY     - Date     Condition        Report By
 DF6771  HISTORY     - 2001     MONUMENTED       MN-057
 DF6771
 DF6771                          STATION DESCRIPTION
 DF6771
 DF6771'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6771'1.4 MILES (2.3 KM) EAST OF LAKE GEORGE, 1.42 MI (2.29 KM) EAST OF CO
 DF6771'RD 4 ALONG TH 71 TO TH 71 MP
 DF6771'289.25, 75 FT (22.9 M) WEST OF NORTH COURAGE DR, 94 FT (28.7 M) SOUTH
 DF6771'OF TH 71, 181.81 FT (55.42 M)
 DF6771'SE OF P-POLE, 113.98 WNW OF P-POLE, 3 FT (0.9 M) NORTH OF WITNESS
 DF6771'POST.
 DF6771'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6772 ***********************************************************************
 DF6772  DESIGNATION -  334 20
 DF6772  PID         -  DF6772
 DF6772  STATE/COUNTY-  MN/HUBBARD
 DF6772  COUNTRY     -  US
 DF6772  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6772
 DF6772                         *CURRENT SURVEY CONTROL
 DF6772  ______________________________________________________________________
 DF6772* NAD 83(2007) POSITION- 47 11 25.84198(N) 095 01 00.90238(W)   ADJUSTED  
 DF6772* NAD 83(2007) ELLIP HT-   414.400 (meters)        (02/10/07)   ADJUSTED
 DF6772* NAD 83(2007) EPOCH   -  2002.00
 DF6772* NAVD 88 ORTHO HEIGHT -   441.8    (meters)    1449.    (feet) GPS OBS   
 DF6772  ______________________________________________________________________
 DF6772  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6772  GEOID HEIGHT    -        -27.41  (meters)                     GEOID99
 DF6772  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DF6772  NAD 83(2007) X  -   -379,747.204 (meters)                     COMP
 DF6772  NAD 83(2007) Y  - -4,325,819.194 (meters)                     COMP
 DF6772  NAD 83(2007) Z  -  4,656,487.538 (meters)                     COMP
 DF6772  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC09
 DF6772
 DF6772  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6772  Type                                         Horiz  Ellip  Dist(km)
 DF6772  -------------------------------------------------------------------
 DF6772  NETWORK                                       0.76   0.55
 DF6772  -------------------------------------------------------------------
 DF6772  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.80   0.50     10.37
 DF6772  -------------------------------------------------------------------
 DF6772  NOTE: Click here for information on individual local accuracy
 DF6772  values and other accuracy information.
 DF6772
 DF6772
 DF6772.The horizontal coordinates were established by GPS observations
 DF6772.and adjusted by the National Geodetic Survey in February 2007.
 DF6772
 DF6772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6772.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6772
 DF6772.The horizontal coordinates are valid at the epoch date displayed above
 DF6772.which is a decimal equivalence of Year/Month/Day.
 DF6772
 DF6772.The orthometric height was determined by GPS observations and a
 DF6772.high-resolution geoid model.
 DF6772
 DF6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6772
 DF6772.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6772
 DF6772.The ellipsoidal height was determined by GPS observations
 DF6772.and is referenced to NAD 83.
 DF6772
 DF6772. The following values were computed from the NAD 83(2007) position.
 DF6772
 DF6772;                    North         East     Units Scale Factor Converg.
 DF6772;SPC MN C     -   343,761.569   741,877.940   MT  1.00003376   -0 33 17.2
 DF6772;SPC MN C     - 1,127,824.41  2,433,977.87   sFT  1.00003376   -0 33 17.2
 DF6772;UTM  15      - 5,228,308.592   347,210.967   MT  0.99988691   -1 28 47.7
 DF6772
 DF6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6772!SPC MN C     -   0.99993505  x   1.00003376  =   0.99996881
 DF6772!UTM  15      -   0.99993505  x   0.99988691  =   0.99982197
 DF6772
 DF6772                          SUPERSEDED SURVEY CONTROL
 DF6772
 DF6772  NAD 83(1996)-  47 11 25.84181(N)    095 01 00.90223(W) AD(       ) 1
 DF6772  ELLIP H (08/04/03)  414.415  (m)                       GP(       ) 3 2
 DF6772
 DF6772.Superseded values are not recommended for survey control.
 DF6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6772.See file dsdata.txt to determine how the superseded data were derived.
 DF6772
 DF6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4721028308(NAD 83)
 DF6772
 DF6772_MARKER: DD = SURVEY DISK
 DF6772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6772_STAMPING: 334-20 2001
 DF6772_MARK LOGO: MN-057
 DF6772_PROJECTION: RECESSED 8 CENTIMETERS
 DF6772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6772+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6772_ROD/PIPE-DEPTH: 19.8 meters
 DF6772
 DF6772  HISTORY     - Date     Condition        Report By
 DF6772  HISTORY     - 2001     MONUMENTED       MN-057
 DF6772
 DF6772                          STATION DESCRIPTION
 DF6772
 DF6772'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6772'1.3 MILES (2.1 KM) SW OF LAKE GEORGE, 1.3 MI (2.1 KM) SW ALONG TH 71
 DF6772'FROM JCT OF CO RD 4, AT TH
 DF6772'71 MP 286.55, 90 FT (27.4 M) SOUTH OF TH 71, 200 FT (61.0 M) EAST OF
 DF6772'ENTRANCE, 3 FT (0.9 M) NORTH
 DF6772'OF WIT POST.
 DF6772'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6773 ***********************************************************************
 DF6773  DESIGNATION -  334 36
 DF6773  PID         -  DF6773
 DF6773  STATE/COUNTY-  MN/HUBBARD
 DF6773  COUNTRY     -  US
 DF6773  USGS QUAD   -  LAKE GEORGE (1972)
 DF6773
 DF6773                         *CURRENT SURVEY CONTROL
 DF6773  ______________________________________________________________________
 DF6773* NAD 83(2007) POSITION- 47 09 53.36298(N) 094 55 13.49454(W)   ADJUSTED  
 DF6773* NAD 83(2007) ELLIP HT-   445.030 (meters)        (02/10/07)   ADJUSTED
 DF6773* NAD 83(2007) EPOCH   -  2002.00
 DF6773* NAVD 88 ORTHO HEIGHT -   472.5    (meters)    1550.    (feet) GPS OBS   
 DF6773  ______________________________________________________________________
 DF6773  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6773  GEOID HEIGHT    -        -27.48  (meters)                     GEOID99
 DF6773  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DF6773  NAD 83(2007) X  -   -372,642.241 (meters)                     COMP
 DF6773  NAD 83(2007) Y  - -4,328,560.537 (meters)                     COMP
 DF6773  NAD 83(2007) Z  -  4,654,568.631 (meters)                     COMP
 DF6773  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC09
 DF6773
 DF6773  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6773  Type                                         Horiz  Ellip  Dist(km)
 DF6773  -------------------------------------------------------------------
 DF6773  NETWORK                                       0.92   0.65
 DF6773  -------------------------------------------------------------------
 DF6773  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.99   0.72     10.69
 DF6773  -------------------------------------------------------------------
 DF6773  NOTE: Click here for information on individual local accuracy
 DF6773  values and other accuracy information.
 DF6773
 DF6773
 DF6773.The horizontal coordinates were established by GPS observations
 DF6773.and adjusted by the National Geodetic Survey in February 2007.
 DF6773
 DF6773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6773.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6773
 DF6773.The horizontal coordinates are valid at the epoch date displayed above
 DF6773.which is a decimal equivalence of Year/Month/Day.
 DF6773
 DF6773.The orthometric height was determined by GPS observations and a
 DF6773.high-resolution geoid model.
 DF6773
 DF6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6773
 DF6773.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6773
 DF6773.The ellipsoidal height was determined by GPS observations
 DF6773.and is referenced to NAD 83.
 DF6773
 DF6773. The following values were computed from the NAD 83(2007) position.
 DF6773
 DF6773;                    North         East     Units Scale Factor Converg.
 DF6773;SPC MN C     -   340,839.311   749,167.151   MT  1.00002713   -0 29 05.9
 DF6773;SPC MN C     - 1,118,236.97  2,457,892.56   sFT  1.00002713   -0 29 05.9
 DF6773;UTM  15      - 5,225,269.601   354,450.952   MT  0.99986036   -1 24 30.6
 DF6773
 DF6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6773!SPC MN C     -   0.99993025  x   1.00002713  =   0.99995738
 DF6773!UTM  15      -   0.99993025  x   0.99986036  =   0.99979062
 DF6773
 DF6773                          SUPERSEDED SURVEY CONTROL
 DF6773
 DF6773  NAD 83(1996)-  47 09 53.36278(N)    094 55 13.49431(W) AD(       ) 1
 DF6773  ELLIP H (08/04/03)  445.047  (m)                       GP(       ) 3 2
 DF6773
 DF6773.Superseded values are not recommended for survey control.
 DF6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6773.See file dsdata.txt to determine how the superseded data were derived.
 DF6773
 DF6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5445025269(NAD 83)
 DF6773
 DF6773_MARKER: DD = SURVEY DISK
 DF6773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6773_STAMPING: 334-36 2001
 DF6773_MARK LOGO: MN-057
 DF6773_PROJECTION: RECESSED 5 CENTIMETERS
 DF6773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6773+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6773_ROD/PIPE-DEPTH:  5.2 meters
 DF6773
 DF6773  HISTORY     - Date     Condition        Report By
 DF6773  HISTORY     - 2001     MONUMENTED       MN-057
 DF6773
 DF6773                          STATION DESCRIPTION
 DF6773
 DF6773'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6773'4 MILES (6.4 KM) SE OF LAKE GEORGE, FROM JCT OF CO RD 91 AT TH 71 MP
 DF6773'291.80 GO 2.34 MI (3.77 KM)
 DF6773'SOUTH ALONG CO RD 91 THEN 1.25 MI (2.01 KM) WEST ON HALVERSON LAKE
 DF6773'TRAIL, 75 FT (22.9 M)
 DF6773'SOUTH OF TRAIL, 3 FT (0.9 M) NORTH OF WIT POST.
 DF6773'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6774 ***********************************************************************
 DF6774  DESIGNATION -  334 5
 DF6774  PID         -  DF6774
 DF6774  STATE/COUNTY-  MN/HUBBARD
 DF6774  COUNTRY     -  US
 DF6774  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6774
 DF6774                         *CURRENT SURVEY CONTROL
 DF6774  ______________________________________________________________________
 DF6774* NAD 83(2007) POSITION- 47 14 12.05989(N) 095 00 56.71132(W)   ADJUSTED  
 DF6774* NAD 83(2007) ELLIP HT-   408.834 (meters)        (02/10/07)   ADJUSTED
 DF6774* NAD 83(2007) EPOCH   -  2002.00
 DF6774* NAVD 88 ORTHO HEIGHT -   436.4    (meters)    1432.    (feet) GPS OBS   
 DF6774  ______________________________________________________________________
 DF6774  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6774  GEOID HEIGHT    -        -27.53  (meters)                     GEOID99
 DF6774  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DF6774  NAD 83(2007) X  -   -379,329.595 (meters)                     COMP
 DF6774  NAD 83(2007) Y  - -4,322,070.166 (meters)                     COMP
 DF6774  NAD 83(2007) Z  -  4,659,970.447 (meters)                     COMP
 DF6774  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC09
 DF6774
 DF6774  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6774  Type                                         Horiz  Ellip  Dist(km)
 DF6774  -------------------------------------------------------------------
 DF6774  NETWORK                                       0.74   0.47
 DF6774  -------------------------------------------------------------------
 DF6774  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.85   0.49      8.22
 DF6774  -------------------------------------------------------------------
 DF6774  NOTE: Click here for information on individual local accuracy
 DF6774  values and other accuracy information.
 DF6774
 DF6774
 DF6774.The horizontal coordinates were established by GPS observations
 DF6774.and adjusted by the National Geodetic Survey in February 2007.
 DF6774
 DF6774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6774.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6774
 DF6774.The horizontal coordinates are valid at the epoch date displayed above
 DF6774.which is a decimal equivalence of Year/Month/Day.
 DF6774
 DF6774.The orthometric height was determined by GPS observations and a
 DF6774.high-resolution geoid model.
 DF6774
 DF6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6774
 DF6774.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6774
 DF6774.The ellipsoidal height was determined by GPS observations
 DF6774.and is referenced to NAD 83.
 DF6774
 DF6774. The following values were computed from the NAD 83(2007) position.
 DF6774
 DF6774;                    North         East     Units Scale Factor Converg.
 DF6774;SPC MN C     -   348,893.813   742,015.795   MT  1.00004618   -0 33 14.2
 DF6774;SPC MN C     - 1,144,662.45  2,434,430.15   sFT  1.00004618   -0 33 14.2
 DF6774;UTM  15      - 5,233,437.152   347,431.686   MT  0.99988608   -1 28 48.6
 DF6774
 DF6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6774!SPC MN C     -   0.99993592  x   1.00004618  =   0.99998210
 DF6774!UTM  15      -   0.99993592  x   0.99988608  =   0.99982201
 DF6774
 DF6774                          SUPERSEDED SURVEY CONTROL
 DF6774
 DF6774  NAD 83(1996)-  47 14 12.05971(N)    095 00 56.71120(W) AD(       ) 1
 DF6774  ELLIP H (08/04/03)  408.847  (m)                       GP(       ) 3 2
 DF6774
 DF6774.Superseded values are not recommended for survey control.
 DF6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6774.See file dsdata.txt to determine how the superseded data were derived.
 DF6774
 DF6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4743133437(NAD 83)
 DF6774
 DF6774_MARKER: DD = SURVEY DISK
 DF6774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6774_STAMPING: 334-5 2001
 DF6774_MARK LOGO: MN-057
 DF6774_PROJECTION: RECESSED 5 CENTIMETERS
 DF6774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6774+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2009
 DF6774_ROD/PIPE-DEPTH:  7.6 meters
 DF6774
 DF6774  HISTORY     - Date     Condition        Report By
 DF6774  HISTORY     - 2001     MONUMENTED       MN-057
 DF6774  HISTORY     - 20090212 GOOD             MNDT
 DF6774
 DF6774                          STATION DESCRIPTION
 DF6774
 DF6774'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6774'1.7 MILES (2.7 KM) NW OF LAKE GEORGE, 3.37 MI (5.42 KM) NORTH ALONG CO
 DF6774'RD 4 FROM JCT OF TH 71,
 DF6774'35 FT (10.7 M) EAST OF CO RD 4, 132.17 NW OF P-POLE, 161.61 NNW OF 8
 DF6774'INCH JACK PINE, 0.15 MI (0.24
 DF6774'KM) WEST OF JCT OF CO RD 4 AND CO RD 95, 3 FT (0.9 M) WEST OF WIT
 DF6774'POST.
 DF6774'
 DF6774
 DF6774                          STATION RECOVERY (2009)
 DF6774
 DF6774'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DF6774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6775 ***********************************************************************
 DF6775  DESIGNATION -  335 22
 DF6775  PID         -  DF6775
 DF6775  STATE/COUNTY-  MN/HUBBARD
 DF6775  COUNTRY     -  US
 DF6775  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6775
 DF6775                         *CURRENT SURVEY CONTROL
 DF6775  ______________________________________________________________________
 DF6775* NAD 83(2007) POSITION- 47 11 17.15125(N) 095 06 20.06143(W)   ADJUSTED  
 DF6775* NAD 83(2007) ELLIP HT-   427.108 (meters)        (02/10/07)   ADJUSTED
 DF6775* NAD 83(2007) EPOCH   -  2002.00
 DF6775* NAVD 88 ORTHO HEIGHT -   454.4    (meters)    1491.    (feet) GPS OBS   
 DF6775  ______________________________________________________________________
 DF6775  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6775  GEOID HEIGHT    -        -27.33  (meters)                     GEOID99
 DF6775  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DF6775  NAD 83(2007) X  -   -386,458.494 (meters)                     COMP
 DF6775  NAD 83(2007) Y  - -4,325,431.145 (meters)                     COMP
 DF6775  NAD 83(2007) Z  -  4,656,314.460 (meters)                     COMP
 DF6775  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC09
 DF6775
 DF6775  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6775  Type                                         Horiz  Ellip  Dist(km)
 DF6775  -------------------------------------------------------------------
 DF6775  NETWORK                                       0.72   0.47
 DF6775  -------------------------------------------------------------------
 DF6775  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.76   0.43      9.61
 DF6775  -------------------------------------------------------------------
 DF6775  NOTE: Click here for information on individual local accuracy
 DF6775  values and other accuracy information.
 DF6775
 DF6775
 DF6775.The horizontal coordinates were established by GPS observations
 DF6775.and adjusted by the National Geodetic Survey in February 2007.
 DF6775
 DF6775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6775.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6775
 DF6775.The horizontal coordinates are valid at the epoch date displayed above
 DF6775.which is a decimal equivalence of Year/Month/Day.
 DF6775
 DF6775.The orthometric height was determined by GPS observations and a
 DF6775.high-resolution geoid model.
 DF6775
 DF6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6775
 DF6775.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6775
 DF6775.The ellipsoidal height was determined by GPS observations
 DF6775.and is referenced to NAD 83.
 DF6775
 DF6775. The following values were computed from the NAD 83(2007) position.
 DF6775
 DF6775;                    North         East     Units Scale Factor Converg.
 DF6775;SPC MN C     -   343,562.007   735,156.405   MT  1.00003313   -0 37 08.1
 DF6775;SPC MN C     - 1,127,169.68  2,411,925.64   sFT  1.00003313   -0 37 08.1
 DF6775;UTM  15      - 5,228,217.648   340,487.985   MT  0.99991271   -1 32 41.8
 DF6775
 DF6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6775!SPC MN C     -   0.99993306  x   1.00003313  =   0.99996618
 DF6775!UTM  15      -   0.99993306  x   0.99991271  =   0.99984577
 DF6775
 DF6775                          SUPERSEDED SURVEY CONTROL
 DF6775
 DF6775  NAD 83(1996)-  47 11 17.15105(N)    095 06 20.06131(W) AD(       ) 1
 DF6775  ELLIP H (08/04/03)  427.120  (m)                       GP(       ) 3 2
 DF6775
 DF6775.Superseded values are not recommended for survey control.
 DF6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6775.See file dsdata.txt to determine how the superseded data were derived.
 DF6775
 DF6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4048728217(NAD 83)
 DF6775
 DF6775_MARKER: DD = SURVEY DISK
 DF6775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6775_STAMPING: 335-22 2001
 DF6775_MARK LOGO: MN-057
 DF6775_PROJECTION: RECESSED 3 CENTIMETERS
 DF6775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6775+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6775_ROD/PIPE-DEPTH: 10.7 meters
 DF6775
 DF6775  HISTORY     - Date     Condition        Report By
 DF6775  HISTORY     - 2001     MONUMENTED       MN-057
 DF6775
 DF6775                          STATION DESCRIPTION
 DF6775
 DF6775'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6775'5.5 MILES (8.9 KM) WEST OF LAKE GEORGE AT TH 71 MP 282.35, 97 FT (29.6
 DF6775'M) NORTH OF TH 71, 83 FT
 DF6775'(25.3 M) WEST OF CO RD 3, 82.5 FT (25.1 M) SW OF P-POLE, 33 FT (10.1
 DF6775'M) SE OF WELL CASING, 3 FT (0.9
 DF6775'M) SOUTH OF WIT POST.
 DF6775'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6776 ***********************************************************************
 DF6776  DESIGNATION -  335 3
 DF6776  PID         -  DF6776
 DF6776  STATE/COUNTY-  MN/HUBBARD
 DF6776  COUNTRY     -  US
 DF6776  USGS QUAD   -  SCHOOLCRAFT LAKE (1972)
 DF6776
 DF6776                         *CURRENT SURVEY CONTROL
 DF6776  ______________________________________________________________________
 DF6776* NAD 83(2007) POSITION- 47 14 06.67170(N) 095 06 35.51960(W)   ADJUSTED  
 DF6776* NAD 83(2007) ELLIP HT-   417.638 (meters)        (02/10/07)   ADJUSTED
 DF6776* NAD 83(2007) EPOCH   -  2002.00
 DF6776* NAVD 88 ORTHO HEIGHT -   445.1    (meters)    1460.    (feet) GPS OBS   
 DF6776  ______________________________________________________________________
 DF6776  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6776  GEOID HEIGHT    -        -27.45  (meters)                     GEOID99
 DF6776  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DF6776  NAD 83(2007) X  -   -386,439.879 (meters)                     COMP
 DF6776  NAD 83(2007) Y  - -4,321,568.892 (meters)                     COMP
 DF6776  NAD 83(2007) Z  -  4,659,863.922 (meters)                     COMP
 DF6776  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC09
 DF6776
 DF6776  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6776  Type                                         Horiz  Ellip  Dist(km)
 DF6776  -------------------------------------------------------------------
 DF6776  NETWORK                                       0.69   0.45
 DF6776  -------------------------------------------------------------------
 DF6776  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.74   0.41      7.70
 DF6776  -------------------------------------------------------------------
 DF6776  NOTE: Click here for information on individual local accuracy
 DF6776  values and other accuracy information.
 DF6776
 DF6776
 DF6776.The horizontal coordinates were established by GPS observations
 DF6776.and adjusted by the National Geodetic Survey in February 2007.
 DF6776
 DF6776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6776.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6776
 DF6776.The horizontal coordinates are valid at the epoch date displayed above
 DF6776.which is a decimal equivalence of Year/Month/Day.
 DF6776
 DF6776.The orthometric height was determined by GPS observations and a
 DF6776.high-resolution geoid model.
 DF6776
 DF6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6776
 DF6776.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6776
 DF6776.The ellipsoidal height was determined by GPS observations
 DF6776.and is referenced to NAD 83.
 DF6776
 DF6776. The following values were computed from the NAD 83(2007) position.
 DF6776
 DF6776;                    North         East     Units Scale Factor Converg.
 DF6776;SPC MN C     -   348,800.549   734,887.816   MT  1.00004577   -0 37 19.3
 DF6776;SPC MN C     - 1,144,356.47  2,411,044.44   sFT  1.00004577   -0 37 19.3
 DF6776;UTM  15      - 5,233,459.186   340,304.174   MT  0.99991343   -1 32 57.4
 DF6776
 DF6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6776!SPC MN C     -   0.99993454  x   1.00004577  =   0.99998031
 DF6776!UTM  15      -   0.99993454  x   0.99991343  =   0.99984798
 DF6776
 DF6776                          SUPERSEDED SURVEY CONTROL
 DF6776
 DF6776  NAD 83(1996)-  47 14 06.67148(N)    095 06 35.51948(W) AD(       ) 1
 DF6776  ELLIP H (08/04/03)  417.652  (m)                       GP(       ) 3 2
 DF6776
 DF6776.Superseded values are not recommended for survey control.
 DF6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6776.See file dsdata.txt to determine how the superseded data were derived.
 DF6776
 DF6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4030433459(NAD 83)
 DF6776
 DF6776_MARKER: DD = SURVEY DISK
 DF6776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6776_STAMPING: 335-3 2001
 DF6776_MARK LOGO: MN-057
 DF6776_PROJECTION: FLUSH
 DF6776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6776+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6776_ROD/PIPE-DEPTH:  9.1 meters
 DF6776
 DF6776  HISTORY     - Date     Condition        Report By
 DF6776  HISTORY     - 2001     MONUMENTED       MN-057
 DF6776
 DF6776                          STATION DESCRIPTION
 DF6776
 DF6776'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6776'3.7 MILES (6.0 KM) NW OF LAKE GEORGE, 3.42 MI (5.50 KM) NORTH ALONG CO
 DF6776'RD 3 FROM THE LAKE
 DF6776'ALICE STORE (AT TH 71 MP 282.35) , 43 FT (13.1 M) EAST OF CO RD 3,
 DF6776'158.53 FT (48.32 M) SE OF GATE
 DF6776'POST, 130.36 FT (39.73 M) NE OF P-POLE, 100 FT (30.5 M) SOUTH OF
 DF6776'ENTRANCE, 0.3 MI (0.5 KM) SOUTH OF
 DF6776'CO RD 96, 3 FT (0.9 M) SOUTH OF WIT POST.
 DF6776'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5925 ***********************************************************************
 DF5925  DESIGNATION -  34
 DF5925  PID         -  DF5925
 DF5925  STATE/COUNTY-  MN/PINE
 DF5925  COUNTRY     -  US
 DF5925  USGS QUAD   -  KROSCHEL (1968)
 DF5925
 DF5925                         *CURRENT SURVEY CONTROL
 DF5925  ______________________________________________________________________
 DF5925* NAD 83(2007) POSITION- 46 03 13.57350(N) 093 02 01.82623(W)   ADJUSTED  
 DF5925* NAD 83(2007) ELLIP HT-   309.034 (meters)        (02/10/07)   ADJUSTED
 DF5925* NAD 83(2007) EPOCH   -  2002.00
 DF5925* NAVD 88 ORTHO HEIGHT -   336.6    (meters)    1104.    (feet) GPS OBS   
 DF5925  ______________________________________________________________________
 DF5925  NAD 83(2007) X  -   -234,685.205 (meters)                     COMP
 DF5925  NAD 83(2007) Y  - -4,428,018.556 (meters)                     COMP
 DF5925  NAD 83(2007) Z  -  4,569,619.776 (meters)                     COMP
 DF5925  LAPLACE CORR    -          3.08  (seconds)                    DEFLEC09
 DF5925  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DF5925
 DF5925  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5925  Type                                         Horiz  Ellip  Dist(km)
 DF5925  -------------------------------------------------------------------
 DF5925  NETWORK                                       0.48   0.51
 DF5925  -------------------------------------------------------------------
 DF5925  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.68   0.51      9.51
 DF5925  -------------------------------------------------------------------
 DF5925  NOTE: Click here for information on individual local accuracy
 DF5925  values and other accuracy information.
 DF5925
 DF5925
 DF5925.The horizontal coordinates were established by GPS observations
 DF5925.and adjusted by the National Geodetic Survey in February 2007.
 DF5925
 DF5925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5925.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5925
 DF5925.The horizontal coordinates are valid at the epoch date displayed above
 DF5925.which is a decimal equivalence of Year/Month/Day.
 DF5925
 DF5925.The orthometric height was determined by GPS observations and a
 DF5925.high-resolution geoid model.
 DF5925
 DF5925.Photographs are available for this station.
 DF5925
 DF5925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5925
 DF5925.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5925
 DF5925.The ellipsoidal height was determined by GPS observations
 DF5925.and is referenced to NAD 83.
 DF5925
 DF5925. The following values were computed from the NAD 83(2007) position.
 DF5925
 DF5925;                    North         East     Units Scale Factor Converg.
 DF5925;SPC MN C     -   217,844.770   894,106.511   MT  0.99993400   +0 52 47.1
 DF5925;SPC MN C     -   714,712.38  2,933,414.44   sFT  0.99993400   +0 52 47.1
 DF5925;UTM  15      - 5,100,022.339   497,382.182   MT  0.99960008   -0 01 27.7
 DF5925
 DF5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5925!SPC MN C     -   0.99995156  x   0.99993400  =   0.99988556
 DF5925!UTM  15      -   0.99995156  x   0.99960008  =   0.99955166
 DF5925
 DF5925                          SUPERSEDED SURVEY CONTROL
 DF5925
 DF5925  NAD 83(1996)-  46 03 13.57338(N)    093 02 01.82570(W) AD(       ) 1
 DF5925  ELLIP H (05/27/03)  309.076  (m)                       GP(       ) 3 1
 DF5925  NAVD 88 (05/27/03)  336.7    (m)  GEOID99 model used   GPS OBS        
 DF5925
 DF5925.Superseded values are not recommended for survey control.
 DF5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5925.See file dsdata.txt to determine how the superseded data were derived.
 DF5925
 DF5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9738200022(NAD 83)
 DF5925
 DF5925_MARKER: DD = SURVEY DISK
 DF5925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5925_STAMPING: NO 34
 DF5925_MARK LOGO: MN-115
 DF5925_PROJECTION: FLUSH
 DF5925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5925+STABILITY: SURFACE MOTION
 DF5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5925+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2008
 DF5925
 DF5925  HISTORY     - Date     Condition        Report By
 DF5925  HISTORY     - 1999     MONUMENTED       MN-115
 DF5925  HISTORY     - 20021010 GOOD             MNDT
 DF5925  HISTORY     - 20081113 GOOD             MNDT
 DF5925
 DF5925                          STATION DESCRIPTION
 DF5925
 DF5925'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5925'6.5 MI (10.5 KM) NW ALONG CO RD 140 FROM JCT OF CO RD 61 AT HINCKLEY,
 DF5925'45 FT (13.7 M) SOUTH OF CO RD 140 WEST, 34 FT (10.4 M) WEST OF CO RD
 DF5925'140 SOUTH, 2 FT (0.6 M) EAST OF WIT POST.
 DF5925
 DF5925                          STATION RECOVERY (2002)
 DF5925
 DF5925'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5925'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , 6.5 MI (10.5 KM)
 DF5925'NW OF HINCKLEY ALONG CO RD 140 FROM JCT OF CO RD 61, 45 FT (13.7 M)
 DF5925'SOUTH OF ROAD, 34 FT (10.4 M) WEST OF ROAD, (AT JCT OF MARSH HAWK RD
 DF5925'AND SOUTH FORK RD) , 2 FT (0.6 M) EAST OF WIT POST, FLUSH, MAGNETIC.
 DF5925
 DF5925                          STATION RECOVERY (2008)
 DF5925
 DF5925'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5925'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5925'THE MARK IS 6.5 MILES NORTHWEST OF HINCKLEY, 4.8 MILES WEST AND NORTH
 DF5925'ALONG COUNTY ROAD 18 FROM JUNCTION OF COUNTY ROAD 18 AND COUNTY ROAD
 DF5925'61 IN HINCKLEY, THEN 1.5 MILES NORTH ALONG SOUTH FORK ROAD, THEN 0.5
 DF5925'MILE NORTH ALONG COUNTY ROAD 140, 45.0 FEET SOUTH OF EAST-WEST MARSH
 DF5925'HAWK ROAD, 34.0 FEET WEST OF NORTH-SOUTH COUNTY ROAD 140, 2.0 FEET
 DF5925'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8696 ***********************************************************************
 DF8696  DESIGNATION -  34
 DF8696  PID         -  DF8696
 DF8696  STATE/COUNTY-  MN/KANABEC
 DF8696  COUNTRY     -  US
 DF8696  USGS QUAD   -  POMROY LAKE (1980)
 DF8696
 DF8696                         *CURRENT SURVEY CONTROL
 DF8696  ______________________________________________________________________
 DF8696* NAD 83(2007) POSITION- 46 03 12.29532(N) 093 09 32.85719(W)   ADJUSTED  
 DF8696* NAD 83(2007) ELLIP HT-   313.833 (meters)        (02/10/07)   ADJUSTED
 DF8696* NAD 83(2007) EPOCH   -  2002.00
 DF8696* NAVD 88 ORTHO HEIGHT -   341.5    (meters)    1120.    (feet) GPS OBS   
 DF8696  ______________________________________________________________________
 DF8696  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8696  GEOID HEIGHT    -        -27.64  (meters)                     GEOID99
 DF8696  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DF8696  NAD 83(2007) X  -   -244,368.956 (meters)                     COMP
 DF8696  NAD 83(2007) Y  - -4,427,526.491 (meters)                     COMP
 DF8696  NAD 83(2007) Z  -  4,569,595.842 (meters)                     COMP
 DF8696  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC09
 DF8696
 DF8696  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8696  Type                                         Horiz  Ellip  Dist(km)
 DF8696  -------------------------------------------------------------------
 DF8696  NETWORK                                       0.84   0.71
 DF8696  -------------------------------------------------------------------
 DF8696  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.88   0.71     10.50
 DF8696  -------------------------------------------------------------------
 DF8696  NOTE: Click here for information on individual local accuracy
 DF8696  values and other accuracy information.
 DF8696
 DF8696
 DF8696.The horizontal coordinates were established by GPS observations
 DF8696.and adjusted by the National Geodetic Survey in February 2007.
 DF8696
 DF8696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8696.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8696
 DF8696.The horizontal coordinates are valid at the epoch date displayed above
 DF8696.which is a decimal equivalence of Year/Month/Day.
 DF8696
 DF8696.The orthometric height was determined by GPS observations and a
 DF8696.high-resolution geoid model.
 DF8696
 DF8696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8696
 DF8696.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8696
 DF8696.The ellipsoidal height was determined by GPS observations
 DF8696.and is referenced to NAD 83.
 DF8696
 DF8696. The following values were computed from the NAD 83(2007) position.
 DF8696
 DF8696;                    North         East     Units Scale Factor Converg.
 DF8696;SPC MN C     -   217,664.121   884,413.033   MT  0.99993403   +0 47 20.8
 DF8696;SPC MN C     -   714,119.70  2,901,611.76   sFT  0.99993403   +0 47 20.8
 DF8696;UTM  15      - 5,099,994.641   487,690.291   MT  0.99960186   -0 06 52.5
 DF8696
 DF8696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8696!SPC MN C     -   0.99995080  x   0.99993403  =   0.99988484
 DF8696!UTM  15      -   0.99995080  x   0.99960186  =   0.99955268
 DF8696
 DF8696                          SUPERSEDED SURVEY CONTROL
 DF8696
 DF8696  NAD 83(1996)-  46 03 12.29518(N)    093 09 32.85677(W) AD(       ) 1
 DF8696  ELLIP H (10/22/03)  313.870  (m)                       GP(       ) 3 2
 DF8696
 DF8696.Superseded values are not recommended for survey control.
 DF8696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8696.See file dsdata.txt to determine how the superseded data were derived.
 DF8696
 DF8696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8769099994(NAD 83)
 DF8696
 DF8696_MARKER: DD = SURVEY DISK
 DF8696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8696_STAMPING: 34
 DF8696_MARK LOGO: MN-065
 DF8696_PROJECTION: FLUSH
 DF8696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8696+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8696
 DF8696  HISTORY     - Date     Condition        Report By
 DF8696  HISTORY     - 2001     MONUMENTED       MN-065
 DF8696
 DF8696                          STATION DESCRIPTION
 DF8696
 DF8696'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8696'10.9 MI (17.5 KM) NORTH OF JCT OF TH 65 AND TH 23 IN MORA TO TH 65 MP
 DF8696'77.80, THEN 6.10 MI (9.82 KM) EAST ON CO RD 3 (300 TH AVE) , THEN 1.9
 DF8696'MI (3.1 KM) NORTH ON CO RD 5 (RAINBOW ST) , THEN 0.15 MI (0.24 KM)
 DF8696'WEST ON 320TH AVE, 31 FT (9.4 M) NORTH OF THE CENTER OF 320TH AVE, 27
 DF8696'FT (8.2 M) WEST OF P-POLE, 40 FT (12.2 M) ESE OF 8 INCH PINE TREE, 2
 DF8696'FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0500 ***********************************************************************
 QO0500  DESIGNATION -  34 BOLT
 QO0500  PID         -  QO0500
 QO0500  STATE/COUNTY-  MN/RAMSEY
 QO0500  COUNTRY     -  US
 QO0500  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0500
 QO0500                         *CURRENT SURVEY CONTROL
 QO0500  ______________________________________________________________________
 QO0500* NAD 83(1986) POSITION- 45 06 01.0    (N) 093 00 10.2    (W)   HD_HELD2  
 QO0500* NAVD 88 ORTHO HEIGHT -   282.155  (meters)     925.70  (feet) ADJUSTED  
 QO0500  ______________________________________________________________________
 QO0500  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0500  DYNAMIC HEIGHT  -        282.151 (meters)      925.69  (feet) COMP
 QO0500  MODELED GRAVITY -    980,593.8   (mgal)                       NAVD 88
 QO0500
 QO0500  VERT ORDER      -  SECOND    CLASS 0
 QO0500
 QO0500.The horizontal coordinates were established by autonomous hand held GPS
 QO0500.observations and have an estimated accuracy of +/- 10 meters.
 QO0500.
 QO0500.The orthometric height was determined by differential leveling and
 QO0500.adjusted in June 1991.
 QO0500
 QO0500.Photographs are available for this station.
 QO0500
 QO0500.The dynamic height is computed by dividing the NAVD 88
 QO0500.geopotential number by the normal gravity value computed on the
 QO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0500.degrees latitude (g = 980.6199 gals.).
 QO0500
 QO0500.The modeled gravity was interpolated from observed gravity values.
 QO0500
 QO0500;                    North         East    Units  Estimated Accuracy
 QO0500;SPC MN S     -   333,849.      878,482.      MT  (+/- 10 meters HH2 GPS)
 QO0500
 QO0500                          SUPERSEDED SURVEY CONTROL
 QO0500
 QO0500  NGVD 29 (??/??/92)  282.096  (m)          925.51   (f) ADJ UNCH    2 0
 QO0500
 QO0500.Superseded values are not recommended for survey control.
 QO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0500.See file dsdata.txt to determine how the superseded data were derived.
 QO0500
 QO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9977794090(NAD 83)
 QO0500
 QO0500_MARKER: B = BOLT
 QO0500_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 QO0500_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0500_STAMPING: UNSTAMPED
 QO0500_MARK LOGO: MRC   
 QO0500_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0500+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2007
 QO0500
 QO0500  HISTORY     - Date     Condition        Report By
 QO0500  HISTORY     - 1929     MONUMENTED       MRC
 QO0500  HISTORY     - 1891     GOOD             DOD
 QO0500  HISTORY     - 20030722 GOOD             MNDT
 QO0500  HISTORY     - 20070621 GOOD             MNDT
 QO0500  HISTORY     - 20070709 GOOD             MNDT
 QO0500
 QO0500                          STATION DESCRIPTION
 QO0500
 QO0500'DESCRIBED BY US DEPARTMENT OF DEFENSE 1891
 QO0500'IN BALD EAGLE JUNCTION.
 QO0500'AT BALD EAGLE JUNCTION, RAMSEY COUNTY, ABOUT 375 FEET NORTH ALONG THE
 QO0500'NORTHERN PACIFIC RAILWAY FROM THE CROSSOVER OF THE MINNEAPOLIS, ST.
 QO0500'PAUL AND SAULT STE. MARIE RAILWAY, 33 FEET SOUTH OF SIGNAL 118, 56
 QO0500'FEET EAST OF THE EAST RAIL, AND 37 FEET WEST OF THE CENTER LINE OF
 QO0500'U.S. HIGHWAY 61.  THE THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT
 QO0500'3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 QO0500'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 QO0500'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QO0500
 QO0500                          STATION RECOVERY (2003)
 QO0500
 QO0500'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0500'375 FEET NORTH OF BN RAILROAD CROSSING SOO LINE RAILROAD AT WHITE BEAR
 QO0500'LAKE, 33 FEET SOUTH OF RAILROAD SIGNAL 118, 56 FEET EAST OF EAST RAIL
 QO0500'OF RAILROAD, 37 FEET WEST OF TRUNK HIGHWAY 61, 1.0 FEET EAST OF
 QO0500'WITNESS POST, MARK IS BOLT IN TILE 2.8 FEET BELOW COVER, THE 1891
 QO0500'ELEVATION IN LINE 30 IS ABOUT 2.2 FEET HIGHER THAN THE 1971 ELEVATION
 QO0500'IN LINE 130, 1998 PIPE AND CAP REMOVED AND REPLACED BY 12 INCH PCV
 QO0500'PIPE WITH MANHOLE CASTING AND COVER
 QO0500
 QO0500                          STATION RECOVERY (2007)
 QO0500
 QO0500'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0500'375 FEET NORTH OF BN RAILROAD CROSSING SOO LINE RAILROAD AT WHITE BEAR
 QO0500'LAKE, 33 FEET EAST-SOUTHEAST OF RAILROAD SIGNAL 118, 56 FEET EAST OF
 QO0500'EAST RAIL OF RAILROAD, 37 FEET WEST OF TRUNK HIGHWAY 61, 3.0 FEET EAST
 QO0500'OF WITNESS POST, MARK IS BOLT IN TILE 2.8 FEET BELOW COVER, THE 1891
 QO0500'ELEVATION IN LINE 30 IS ABOUT 2.2 FEET HIGHER THAN THE 1971 ELEVATION
 QO0500'IN LINE 130, 1998 PIPE AND CAP REMOVED AND REPLACED BY 12 INCH PCV
 QO0500'PIPE WITH MANHOLE CASTING AND COVER.
 QO0500
 QO0500                          STATION RECOVERY (2007)
 QO0500
 QO0500'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WJN)
 QO0500'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) SOUTH-SOUTHEAST OF
 QO0500'CENTERVILLE, 4.2 MI (6.8 KM) SOUTH OF HUGO AND 1.1 MI (1.8 KM)
 QO0500'NORTH-NORTHEAST OF WHITE BEAR LAKE.
 QO0500' 
 QO0500'TO REACH TO THE MARK GO 375 FT (114.3 M) NORTH OF BN RAILROAD CROSSING
 QO0500'SOO LINE RAILROAD AT WHITE BEAR LAKE, 33 FT (10.1 M) EAST-SOUTHEAST OF
 QO0500'RAILROAD SIGNAL 118, 56 FT (17.1 M) EAST OF EAST RAIL OF RAILROAD, 37
 QO0500'FT (11.3 M) WEST OF TRUNK HIGHWAY 61, 3.0 FT (0.9 M) EAST OF A WITNESS
 QO0500'POST, MARK IS BOLT IN TILE 2.8 FT (0.9 M) BELOW COVER, THE 1891
 QO0500'ELEVATION IN LINE 30 IS ABOUT 2.2 FT (0.7 M) HIGHER THAN THE 1971
 QO0500'ELEVATION IN LINE 130, 1998 PIPE AND CAP REMOVED AND REPLACED BY 12
 QO0500'INCH (30 CM) PCV PIPE WITH MANHOLE CASTING AND COVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3132 ***********************************************************************
 DH3132  DESIGNATION -  34 DWB RESET
 DH3132  PID         -  DH3132
 DH3132  STATE/COUNTY-  MN/PIPESTONE
 DH3132  COUNTRY     -  US
 DH3132  USGS QUAD   -  EDGERTON NE (1967)
 DH3132
 DH3132                         *CURRENT SURVEY CONTROL
 DH3132  ______________________________________________________________________
 DH3132* NAD 83(2007) POSITION- 43 59 38.50189(N) 096 06 13.99038(W)   ADJUSTED  
 DH3132* NAD 83(2007) ELLIP HT-   518.811 (meters)        (02/10/07)   ADJUSTED
 DH3132* NAD 83(2007) EPOCH   -  2002.00
 DH3132* NAVD 88 ORTHO HEIGHT -   544.927  (meters)    1787.81  (feet) ADJUSTED  
 DH3132  ______________________________________________________________________
 DH3132  NAD 83(2007) X  -   -488,732.655 (meters)                     COMP
 DH3132  NAD 83(2007) Y  - -4,570,252.790 (meters)                     COMP
 DH3132  NAD 83(2007) Z  -  4,407,974.643 (meters)                     COMP
 DH3132  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC09
 DH3132  GEOID HEIGHT    -        -26.10  (meters)                     GEOID09
 DH3132  DYNAMIC HEIGHT  -        544.806 (meters)     1787.42  (feet) COMP
 DH3132  MODELED GRAVITY -    980,377.5   (mgal)                       NAVD 88
 DH3132
 DH3132  VERT ORDER      -  SECOND    CLASS I
 DH3132
 DH3132  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3132  Type                                         Horiz  Ellip  Dist(km)
 DH3132  -------------------------------------------------------------------
 DH3132  NETWORK                                       0.46   0.69
 DH3132  -------------------------------------------------------------------
 DH3132  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.48   0.73      8.37
 DH3132  -------------------------------------------------------------------
 DH3132  NOTE: Click here for information on individual local accuracy
 DH3132  values and other accuracy information.
 DH3132
 DH3132
 DH3132.The horizontal coordinates were established by GPS observations
 DH3132.and adjusted by the National Geodetic Survey in February 2007.
 DH3132
 DH3132.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3132.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3132
 DH3132.The horizontal coordinates are valid at the epoch date displayed above
 DH3132.which is a decimal equivalence of Year/Month/Day.
 DH3132
 DH3132.The orthometric height was determined by differential leveling and
 DH3132.adjusted in February 2011.
 DH3132
 DH3132.Photographs are available for this station.
 DH3132
 DH3132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3132
 DH3132.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3132
 DH3132.The ellipsoidal height was determined by GPS observations
 DH3132.and is referenced to NAD 83.
 DH3132
 DH3132.The dynamic height is computed by dividing the NAVD 88
 DH3132.geopotential number by the normal gravity value computed on the
 DH3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3132.degrees latitude (g = 980.6199 gals.).
 DH3132
 DH3132.The modeled gravity was interpolated from observed gravity values.
 DH3132
 DH3132. The following values were computed from the NAD 83(2007) position.
 DH3132
 DH3132;                    North         East     Units Scale Factor Converg.
 DH3132;SPC MN S     -   212,620.101   631,263.582   MT  0.99996101   -1 28 28.8
 DH3132;SPC MN S     -   697,571.11  2,071,070.60   sFT  0.99996101   -1 28 28.8
 DH3132;UTM  14      - 4,875,287.856   732,220.247   MT  1.00026330   +2 00 45.0
 DH3132
 DH3132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3132!SPC MN S     -   0.99991865  x   0.99996101  =   0.99987967
 DH3132!UTM  14      -   0.99991865  x   1.00026330  =   1.00018193
 DH3132
 DH3132                          SUPERSEDED SURVEY CONTROL
 DH3132
 DH3132  NAD 83(1996)-  43 59 38.50170(N)    096 06 13.98962(W) AD(       ) 1
 DH3132  ELLIP H (04/27/05)  518.848  (m)                       GP(       ) 3 2
 DH3132  NAVD 88 (04/27/05)  544.9    (m)  GEOID03 model used   GPS OBS        
 DH3132
 DH3132.Superseded values are not recommended for survey control.
 DH3132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3132.See file dsdata.txt to determine how the superseded data were derived.
 DH3132
 DH3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3222075287(NAD 83)
 DH3132
 DH3132_MARKER: DV = VERTICAL CONTROL DISK
 DH3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3132_STAMPING: 34 DWB 1965 RESET 1976
 DH3132_MARK LOGO: USGS  
 DH3132_PROJECTION: RECESSED 5 CENTIMETERS
 DH3132_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3132+STABILITY: SURFACE MOTION
 DH3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3132+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2006
 DH3132
 DH3132  HISTORY     - Date     Condition        Report By
 DH3132  HISTORY     - 1976     MONUMENTED       USGS
 DH3132  HISTORY     - 20040920 GOOD             MNDT
 DH3132  HISTORY     - 20061010 GOOD             MNDT
 DH3132
 DH3132                          STATION DESCRIPTION
 DH3132
 DH3132'DESCRIBED BY MN DEPT OF TRANSP 2004 (DGK)
 DH3132'1 MILE SOUTH OF WOODSTOCK, 1.0 MILE SOUTH ALONG 180 AVE FROM THE
 DH3132'JUNCTION OF COUNTY  ROAD 18 AND COUNTY ROAD 67 IN WOODSTOCK, 138.7
 DH3132'FEET NORTH OF THE CENTER OF TRUNK  HIGHWAY 30, 81.7 FEET EAST OF THE
 DH3132'CENTER OF 180 AVENUE, OPPOSITE CEMETERY GATE, 35 FEET  SOUTHEAST OF
 DH3132'POWER POLE, 19.1 FEET SOUTHEAST OF FENCE CORNER, 8 FEET
 DH3132'NORTH-NORTHWEST  OF LINCOLN PIPESTONE RURAL WATER SYSTEM, 2 FEET
 DH3132'SOUTHWEST OF FENCELINE.  THE MARK IS A  DEPARTMENT OF INTERIOR DISK IN
 DH3132'CONCRETE RECESSED 2 INCHES, MAGNETIC.
 DH3132
 DH3132                          STATION RECOVERY (2006)
 DH3132
 DH3132'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 DH3132'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0342 ***********************************************************************
 PP0342  DESIGNATION -  34 GJS
 PP0342  PID         -  PP0342
 PP0342  STATE/COUNTY-  MN/GOODHUE
 PP0342  COUNTRY     -  US
 PP0342  USGS QUAD   -  PINE ISLAND (1965)
 PP0342
 PP0342                         *CURRENT SURVEY CONTROL
 PP0342  ______________________________________________________________________
 PP0342* NAD 83(1986) POSITION- 44 11 44.00   (N) 092 38 53.00   (W)   HD_HELD1  
 PP0342* NAVD 88 ORTHO HEIGHT -   306.165  (meters)    1004.48  (feet) ADJUSTED  
 PP0342  ______________________________________________________________________
 PP0342  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 PP0342  DYNAMIC HEIGHT  -        306.106 (meters)     1004.28  (feet) COMP
 PP0342  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 PP0342
 PP0342  VERT ORDER      -  SECOND    CLASS 0
 PP0342
 PP0342.The horizontal coordinates were established by differentially corrected
 PP0342.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0342.
 PP0342.The orthometric height was determined by differential leveling and
 PP0342.adjusted in June 1991.
 PP0342
 PP0342.Photographs are available for this station.
 PP0342
 PP0342.The dynamic height is computed by dividing the NAVD 88
 PP0342.geopotential number by the normal gravity value computed on the
 PP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0342.degrees latitude (g = 980.6199 gals.).
 PP0342
 PP0342.The modeled gravity was interpolated from observed gravity values.
 PP0342
 PP0342;                    North         East    Units  Estimated Accuracy
 PP0342;SPC MN S     -   233,733.5     908,065.7     MT  (+/- 3 meters HH1 GPS) 
 PP0342
 PP0342                          SUPERSEDED SURVEY CONTROL
 PP0342
 PP0342  NGVD 29 (??/??/92)  306.130  (m)         1004.36   (f) ADJ UNCH    2 0
 PP0342
 PP0342.Superseded values are not recommended for survey control.
 PP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0342.See file dsdata.txt to determine how the superseded data were derived.
 PP0342
 PP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2812393653(NAD 83)
 PP0342
 PP0342_MARKER: DD = SURVEY DISK
 PP0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0342_STAMPING: 34 GJS 1964 1003
 PP0342_MARK LOGO: USGS  
 PP0342_PROJECTION: RECESSED 15 CENTIMETERS
 PP0342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0342+STABILITY: SURFACE MOTION
 PP0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0342+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 PP0342
 PP0342  HISTORY     - Date     Condition        Report By
 PP0342  HISTORY     - 1964     MONUMENTED       USGS
 PP0342  HISTORY     - 1972     GOOD             MNDT
 PP0342  HISTORY     - 20090617 GOOD             MNDT
 PP0342
 PP0342                          STATION DESCRIPTION
 PP0342
 PP0342'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0342'IN PINE ISLAND.
 PP0342'0.5 MILES SOUTH ALONG COUNTY ROAD 3 FROM THE JUNCTION OF COUNTY ROAD 3
 PP0342'AND COUNTY ROAD 11 IN PINE ISLAND, AT THE JUNCTION OF COUNTY ROAD 3
 PP0342'AND COUNTY ROAD 13, 56 FEET EAST OF COUNTY ROAD 3, 29 FEET NORTH OF
 PP0342'COUNTY ROAD 13, IN THE TOP OF A CONCRETE MONUMENT.  SW 1/4, SEC 32, T
 PP0342'109N, R 15W.
 PP0342
 PP0342                          STATION RECOVERY (2009)
 PP0342
 PP0342'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0342'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4436 ***********************************************************************
 AI4436  DESIGNATION -  34 KED
 AI4436  PID         -  AI4436
 AI4436  STATE/COUNTY-  MN/STEELE
 AI4436  COUNTRY     -  US
 AI4436  USGS QUAD   -  BIXBY (1967)
 AI4436
 AI4436                         *CURRENT SURVEY CONTROL
 AI4436  ______________________________________________________________________
 AI4436* NAD 83(1986) POSITION- 43 58 07.     (N) 093 06 57.     (W)   SCALED    
 AI4436* NAVD 88 ORTHO HEIGHT -   388.719  (meters)    1275.32  (feet) ADJUSTED  
 AI4436  ______________________________________________________________________
 AI4436  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 AI4436  DYNAMIC HEIGHT  -        388.656 (meters)     1275.12  (feet) COMP
 AI4436  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 AI4436
 AI4436  VERT ORDER      -  SECOND    CLASS I
 AI4436
 AI4436.The horizontal coordinates were scaled from a topographic map and have
 AI4436.an estimated accuracy of +/- 6 seconds.
 AI4436.
 AI4436.The orthometric height was determined by differential leveling and
 AI4436.adjusted in December 2004.
 AI4436
 AI4436.Photographs are available for this station.
 AI4436
 AI4436.The dynamic height is computed by dividing the NAVD 88
 AI4436.geopotential number by the normal gravity value computed on the
 AI4436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4436.degrees latitude (g = 980.6199 gals.).
 AI4436
 AI4436.The modeled gravity was interpolated from observed gravity values.
 AI4436
 AI4436;                    North         East    Units  Estimated Accuracy
 AI4436;SPC MN S     -   208,010.      870,950.      MT  (+/- 180 meters Scaled)
 AI4436
 AI4436                          SUPERSEDED SURVEY CONTROL
 AI4436
 AI4436.No superseded survey control is available for this station.
 AI4436
 AI4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ907683(NAD 83)
 AI4436
 AI4436_MARKER: DD = SURVEY DISK
 AI4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4436_STAMPING: 34 KED 1966
 AI4436_MARK LOGO: USGS  
 AI4436_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4436+STABILITY: SURFACE MOTION
 AI4436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4436+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4436
 AI4436  HISTORY     - Date     Condition        Report By
 AI4436  HISTORY     - 1966     MONUMENTED       USGS
 AI4436  HISTORY     - 19911204 GOOD             MNDT
 AI4436
 AI4436                          STATION DESCRIPTION
 AI4436
 AI4436'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4436'1.8 MI (2.9 KM) NNW OF BIXBY, 7.15 MI (11.51 KM) NORTH ALONG TH 218
 AI4436'FROM NORTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH 218 MP
 AI4436'36.35, 145 FT (44.2 M) WEST OF TH 218, 83 FT (25.3 M) NORTH OF TWP RD
 AI4436'WEST, 64 FT (19.5 M) NORTH OF PRIVATE DRIVE EAST, 47.5 FT (14.5 M)
 AI4436'EAST OF RR TRACKS, 25.8 FT (7.9 M) NW OF P-POLE, 19.0 FT (5.8 M) NNE
 AI4436'OF T-POLE, 1.5 FT (0.5 M) NNW OF WIT POST, AND PROJECTS 0.3 FT (9.1
 AI4436'CM) ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8604 ***********************************************************************
 AJ8604  DESIGNATION -  34 KEE
 AJ8604  PID         -  AJ8604
 AJ8604  STATE/COUNTY-  MN/ROSEAU
 AJ8604  COUNTRY     -  US
 AJ8604  USGS QUAD   -  WANNASKA SW (1984)
 AJ8604
 AJ8604                         *CURRENT SURVEY CONTROL
 AJ8604  ______________________________________________________________________
 AJ8604* NAD 83(2007) POSITION- 48 33 42.65478(N) 095 44 00.02507(W)   ADJUSTED  
 AJ8604* NAD 83(2007) ELLIP HT-   325.567 (meters)        (02/10/07)   ADJUSTED
 AJ8604* NAD 83(2007) EPOCH   -  2002.00
 AJ8604* NAVD 88 ORTHO HEIGHT -   353.109  (meters)    1158.49  (feet) ADJUSTED  
 AJ8604  ______________________________________________________________________
 AJ8604  NAD 83(2007) X  -   -422,501.892 (meters)                     COMP
 AJ8604  NAD 83(2007) Y  - -4,208,144.305 (meters)                     COMP
 AJ8604  NAD 83(2007) Z  -  4,758,696.148 (meters)                     COMP
 AJ8604  LAPLACE CORR    -         -3.25  (seconds)                    DEFLEC09
 AJ8604  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AJ8604  DYNAMIC HEIGHT  -        353.196 (meters)     1158.78  (feet) COMP
 AJ8604  MODELED GRAVITY -    980,847.8   (mgal)                       NAVD 88
 AJ8604
 AJ8604  VERT ORDER      -  SECOND    CLASS I
 AJ8604
 AJ8604  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8604  Type                                         Horiz  Ellip  Dist(km)
 AJ8604  -------------------------------------------------------------------
 AJ8604  NETWORK                                       0.51   0.51
 AJ8604  -------------------------------------------------------------------
 AJ8604  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.29      1.64
 AJ8604  -------------------------------------------------------------------
 AJ8604  NOTE: Click here for information on individual local accuracy
 AJ8604  values and other accuracy information.
 AJ8604
 AJ8604
 AJ8604.The horizontal coordinates were established by GPS observations
 AJ8604.and adjusted by the National Geodetic Survey in February 2007.
 AJ8604
 AJ8604.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8604.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8604
 AJ8604.The horizontal coordinates are valid at the epoch date displayed above
 AJ8604.which is a decimal equivalence of Year/Month/Day.
 AJ8604
 AJ8604.The orthometric height was determined by differential leveling and
 AJ8604.adjusted in April 2004.
 AJ8604
 AJ8604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8604
 AJ8604.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8604
 AJ8604.The ellipsoidal height was determined by GPS observations
 AJ8604.and is referenced to NAD 83.
 AJ8604
 AJ8604.The dynamic height is computed by dividing the NAVD 88
 AJ8604.geopotential number by the normal gravity value computed on the
 AJ8604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8604.degrees latitude (g = 980.6199 gals.).
 AJ8604
 AJ8604.The modeled gravity was interpolated from observed gravity values.
 AJ8604
 AJ8604. The following values were computed from the NAD 83(2007) position.
 AJ8604
 AJ8604;                    North         East     Units Scale Factor Converg.
 AJ8604;SPC MN N     -   332,542.378   605,670.127   MT  0.99998333   -1 57 06.8
 AJ8604;SPC MN N     - 1,091,016.12  1,987,102.74   sFT  0.99998333   -1 57 06.8
 AJ8604;UTM  15      - 5,382,357.791   298,338.262   MT  1.00009967   -2 02 59.3
 AJ8604
 AJ8604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8604!SPC MN N     -   0.99994898  x   0.99998333  =   0.99993231
 AJ8604!UTM  15      -   0.99994898  x   1.00009967  =   1.00004864
 AJ8604
 AJ8604                          SUPERSEDED SURVEY CONTROL
 AJ8604
 AJ8604  NAD 83(1996)-  48 33 42.65473(N)    095 44 00.02519(W) AD(       ) 1
 AJ8604  ELLIP H (03/29/02)  325.560  (m)                       GP(       ) 4 1
 AJ8604  NAVD 88 (03/29/02)  353.11   (m)         1158.5    (f) LEVELING    3  
 AJ8604
 AJ8604.Superseded values are not recommended for survey control.
 AJ8604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8604.See file dsdata.txt to determine how the superseded data were derived.
 AJ8604
 AJ8604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9833882357(NAD 83)
 AJ8604
 AJ8604_MARKER: DB = BENCH MARK DISK
 AJ8604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8604_STAMPING: 34 KEE 1966
 AJ8604_MARK LOGO: USGS  
 AJ8604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8604+STABILITY: SURFACE MOTION
 AJ8604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8604+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AJ8604
 AJ8604  HISTORY     - Date     Condition        Report By
 AJ8604  HISTORY     - 1966     MONUMENTED       USGS
 AJ8604  HISTORY     - 19980401 GOOD             MNDT
 AJ8604
 AJ8604                          STATION DESCRIPTION
 AJ8604
 AJ8604'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8604'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH ON TH 89 FROM JCT TH
 AJ8604'89 AND ROSEAU RIVER IN WANNASKA, 46 FT (14.0 M) NORTH OF RD, 72 FT
 AJ8604'(21.9 M) WEST OF TH 89 AT T-RD WEST, 3.7 FT (1.1 M) ENE OF R/W
 AJ8604'MONUMENT, 1.0 FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4803 ***********************************************************************
 DL4803  HT_MOD      -  This is a Height Modernization Survey Station.
 DL4803  DESIGNATION -  34 LMT
 DL4803  PID         -  DL4803
 DL4803  STATE/COUNTY-  MN/HOUSTON
 DL4803  COUNTRY     -  US
 DL4803  USGS QUAD   -  SPRING GROVE (1965)
 DL4803
 DL4803                         *CURRENT SURVEY CONTROL
 DL4803  ______________________________________________________________________
 DL4803* NAD 83(2007) POSITION- 43 30 54.91044(N) 091 37 31.29925(W)   ADJUSTED  
 DL4803* NAD 83(2007) ELLIP HT-   327.176 (meters)        (09/09/09)   ADJUSTED
 DL4803* NAD 83(2007) EPOCH   -  2002.00
 DL4803* NAVD 88 ORTHO HEIGHT -   357.53   (meters)    1173.0   (feet) GPS OBS   
 DL4803  ______________________________________________________________________
 DL4803  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL4803  GEOID HEIGHT    -        -30.28  (meters)                     GEOID03
 DL4803  GEOID HEIGHT    -        -30.34  (meters)                     GEOID09
 DL4803  NAD 83(2007) X  -   -131,409.799 (meters)                     COMP
 DL4803  NAD 83(2007) Y  - -4,631,098.887 (meters)                     COMP
 DL4803  NAD 83(2007) Z  -  4,369,416.132 (meters)                     COMP
 DL4803  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 DL4803  HORZ ORDER      -  FIRST
 DL4803  ELLP ORDER      -  FOURTH    CLASS I
 DL4803
 DL4803.The horizontal coordinates were established by GPS observations
 DL4803.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4803
 DL4803.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4803.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4803
 DL4803.The horizontal coordinates are valid at the epoch date displayed above
 DL4803.which is a decimal equivalence of Year/Month/Day.
 DL4803
 DL4803.The orthometric height was determined by GPS observations and a
 DL4803.high-resolution geoid model using precise GPS observation and
 DL4803.processing techniques.
 DL4803
 DL4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4803
 DL4803.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4803
 DL4803.The ellipsoidal height was determined by GPS observations
 DL4803.and is referenced to NAD 83.
 DL4803
 DL4803. The following values were computed from the NAD 83(2007) position.
 DL4803
 DL4803;                    North         East     Units Scale Factor Converg.
 DL4803;SPC MN S     -   160,041.393   991,990.783   MT  1.00006885   +1 39 52.0
 DL4803;SPC MN S     -   525,069.14  3,254,556.43   sFT  1.00006885   +1 39 52.0
 DL4803;UTM  15      - 4,818,953.132   611,104.365   MT  0.99975184   +0 56 47.8
 DL4803
 DL4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4803!SPC MN S     -   0.99994870  x   1.00006885  =   1.00001754
 DL4803!UTM  15      -   0.99994870  x   0.99975184  =   0.99970055
 DL4803
 DL4803                          SUPERSEDED SURVEY CONTROL
 DL4803
 DL4803.No superseded survey control is available for this station.
 DL4803
 DL4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXJ1110418953(NAD 83)
 DL4803
 DL4803_MARKER: DD = SURVEY DISK
 DL4803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL4803_STAMPING: 34 LMT 1963
 DL4803_MARK LOGO: USGS  
 DL4803_PROJECTION: RECESSED 30 CENTIMETERS
 DL4803_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL4803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL4803+STABILITY: SURFACE MOTION
 DL4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4803+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 DL4803
 DL4803  HISTORY     - Date     Condition        Report By
 DL4803  HISTORY     - 1963     MONUMENTED       USGS
 DL4803  HISTORY     - 20080226 GOOD             MNDT
 DL4803
 DL4803                          STATION DESCRIPTION
 DL4803
 DL4803'DESCRIBED BY MN DEPT OF TRANSP 2008 (PRB)
 DL4803'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4803'THE MARK IS 3.0 MILES SOUTH OF SPRING GROVE, 3.7 MILES SOUTH-SOUTHEAST
 DL4803'ALONG COUNTY ROAD 16 FROM JUNCTION OF COUNTY ROAD 16 AND TRUNK HIGHWAY
 DL4803'44 IN SPRING GROVE, THEN 0.8 MILE WEST ALONG FOUR CORNERS DRIVE, 23.0
 DL4803'FEET NORTH OF FOUR CORNERS DRIVE, 3.0 FEET SOUTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4964 ***********************************************************************
 DH4964  DESIGNATION -  34 RC 987
 DH4964  PID         -  DH4964
 DH4964  STATE/COUNTY-  MN/PINE
 DH4964  COUNTRY     -  US
 DH4964  USGS QUAD   -  DANBURY WEST (1983)
 DH4964
 DH4964                         *CURRENT SURVEY CONTROL
 DH4964  ______________________________________________________________________
 DH4964* NAD 83(1986) POSITION- 46 00 45.30   (N) 092 29 19.25   (W)   HD_HELD1  
 DH4964* NAVD 88 ORTHO HEIGHT -   300.814  (meters)     986.92  (feet) ADJUSTED  
 DH4964  ______________________________________________________________________
 DH4964  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DH4964  DYNAMIC HEIGHT  -        300.842 (meters)      987.01  (feet) COMP
 DH4964  MODELED GRAVITY -    980,698.7   (mgal)                       NAVD 88
 DH4964
 DH4964  VERT ORDER      -  SECOND    CLASS I
 DH4964
 DH4964.The horizontal coordinates were established by differentially corrected
 DH4964.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DH4964.
 DH4964.The orthometric height was determined by differential leveling and
 DH4964.adjusted by the WISCONSIN DEPARTMENT OF TRANSPORTATION
 DH4964.in May 2012.
 DH4964
 DH4964.No vertical observational check was made to the station.
 DH4964
 DH4964.Photographs are available for this station.
 DH4964
 DH4964.The dynamic height is computed by dividing the NAVD 88
 DH4964.geopotential number by the normal gravity value computed on the
 DH4964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4964.degrees latitude (g = 980.6199 gals.).
 DH4964
 DH4964.The modeled gravity was interpolated from observed gravity values.
 DH4964
 DH4964;                    North         East    Units  Estimated Accuracy
 DH4964;SPC MN C     -   214,061.1     936,387.0     MT  (+/- 3 meters HH1 GPS) 
 DH4964
 DH4964                          SUPERSEDED SURVEY CONTROL
 DH4964
 DH4964  NAVD 88 (03/27/06)  300.883  (m)          987.15   (f) SUPERSEDED  2 1
 DH4964
 DH4964.Superseded values are not recommended for survey control.
 DH4964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4964.See file dsdata.txt to determine how the superseded data were derived.
 DH4964
 DH4964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL3958395572(NAD 83)
 DH4964
 DH4964_MARKER: DB = BENCH MARK DISK
 DH4964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4964_STAMPING: 34 RC 1954 987
 DH4964_MARK LOGO: USGS  
 DH4964_PROJECTION: PROJECTING 4 CENTIMETERS
 DH4964_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DH4964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4964+STABILITY: SURFACE MOTION
 DH4964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4964+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2009
 DH4964
 DH4964  HISTORY     - Date     Condition        Report By
 DH4964  HISTORY     - 1954     MONUMENTED       USGS
 DH4964  HISTORY     - 19970409 GOOD             MNDT
 DH4964  HISTORY     - 20080507 GOOD             MNDT
 DH4964  HISTORY     - 20091215 GOOD             GEOSPC
 DH4964
 DH4964                          STATION DESCRIPTION
 DH4964
 DH4964'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DH4964'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.8 MI (9.3 KM)
 DH4964'WEST OF DANBURY, AT TH 48 MP 21.35, 93 FT (28.3 M) NORTH OF TH 48, 114
 DH4964'FT (34.7 M) WEST OF JCT OF TH 48 AND CO RD 137 NORTH-TWP RD SOUTH, 83
 DH4964'FT (25.3 M) SOUTH AND 23 FT (7.0 M) EAST OF SE COR OF SCHOOL HOUSE
 DH4964'PORCH, 0.8 FT (24.4 CM) SOUTH OF WIT POST, AND MAGNETIC.
 DH4964
 DH4964                          STATION RECOVERY (2008)
 DH4964
 DH4964'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DH4964'RECOVERED AS DESCRIBED.
 DH4964
 DH4964                          STATION RECOVERY (2009)
 DH4964
 DH4964'RECOVERY NOTE BY GEODETIC SPECIALISTS LLC 2009 (TSS)
 DH4964'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0741 ***********************************************************************
 DI0741  DESIGNATION -  34 SEM
 DI0741  PID         -  DI0741
 DI0741  STATE/COUNTY-  MN/ROCK
 DI0741  COUNTRY     -  US
 DI0741  USGS QUAD   -  JASPER SE (1967)
 DI0741
 DI0741                         *CURRENT SURVEY CONTROL
 DI0741  ______________________________________________________________________
 DI0741* NAD 83(2007) POSITION- 43 45 46.36734(N) 096 21 05.98293(W)   ADJUSTED  
 DI0741* NAD 83(2007) ELLIP HT-   488.442 (meters)        (12/22/10)   ADJUSTED
 DI0741* NAD 83(2007) EPOCH   -  2002.00
 DI0741* NAVD 88 ORTHO HEIGHT -   514.7    (meters)    1689.    (feet) GPS OBS   
 DI0741  ______________________________________________________________________
 DI0741  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0741  GEOID HEIGHT    -        -26.22  (meters)                     GEOID03
 DI0741  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DI0741  NAD 83(2007) X  -   -510,459.223 (meters)                     COMP
 DI0741  NAD 83(2007) Y  - -4,585,768.489 (meters)                     COMP
 DI0741  NAD 83(2007) Z  -  4,389,439.620 (meters)                     COMP
 DI0741  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC09
 DI0741  HORZ ORDER      -  FIRST
 DI0741  ELLP ORDER      -  FOURTH    CLASS I
 DI0741
 DI0741.The horizontal coordinates were established by GPS observations
 DI0741.and adjusted by the National Geodetic Survey in December 2010.
 DI0741
 DI0741.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0741.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0741
 DI0741.The horizontal coordinates are valid at the epoch date displayed above
 DI0741.which is a decimal equivalence of Year/Month/Day.
 DI0741
 DI0741.The orthometric height was determined by GPS observations and a
 DI0741.high-resolution geoid model.
 DI0741
 DI0741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0741
 DI0741.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0741
 DI0741.The ellipsoidal height was determined by GPS observations
 DI0741.and is referenced to NAD 83.
 DI0741
 DI0741. The following values were computed from the NAD 83(2007) position.
 DI0741
 DI0741;                    North         East     Units Scale Factor Converg.
 DI0741;SPC MN S     -   187,489.906   610,657.850   MT  1.00000449   -1 38 54.0
 DI0741;SPC MN S     -   615,123.13  2,003,466.63   sFT  1.00000449   -1 38 54.0
 DI0741;UTM  14      - 4,848,945.911   713,175.337   MT  1.00015898   +1 49 56.9
 DI0741
 DI0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0741!SPC MN S     -   0.99992341  x   1.00000449  =   0.99992790
 DI0741!UTM  14      -   0.99992341  x   1.00015898  =   1.00008238
 DI0741
 DI0741                          SUPERSEDED SURVEY CONTROL
 DI0741
 DI0741  NAD 83(1996)-  43 45 46.36676(N)    096 21 05.98216(W) AD(       ) 1
 DI0741  ELLIP H (06/28/06)  488.481  (m)                       GP(       ) 4 1
 DI0741
 DI0741.Superseded values are not recommended for survey control.
 DI0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0741.See file dsdata.txt to determine how the superseded data were derived.
 DI0741
 DI0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1317548945(NAD 83)
 DI0741
 DI0741_MARKER: DB = BENCH MARK DISK
 DI0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0741_STAMPING: 34 SEM 1966
 DI0741_MARK LOGO: USGS  
 DI0741_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0741+STABILITY: SURFACE MOTION
 DI0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0741+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI0741
 DI0741  HISTORY     - Date     Condition        Report By
 DI0741  HISTORY     - 1966     MONUMENTED       USGS
 DI0741
 DI0741                          STATION DESCRIPTION
 DI0741
 DI0741'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI0741'6 MILES EAST OF SHERMAN, 10 MILES NORTH ON COUNTY ROAD 6 FROM JUNCTION
 DI0741'OF INTERSTATE 90 AND COUNTY ROAD 6 IN BEAVER CREEK, 370 FEET NORTH AND
 DI0741'55 FEET EAST OF CROSSROADS, 0.5 FEET NORTH AND 3 FEET EAST OF POLE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1088 ***********************************************************************
 PQ1088  DESIGNATION -  34 T
 PQ1088  PID         -  PQ1088
 PQ1088  STATE/COUNTY-  MN/LYON
 PQ1088  COUNTRY     -  US
 PQ1088  USGS QUAD   -  MARSHALL SE (1963)
 PQ1088
 PQ1088                         *CURRENT SURVEY CONTROL
 PQ1088  ______________________________________________________________________
 PQ1088* NAD 83(1996) POSITION- 44 15 15.38506(N) 095 51 16.19302(W)   ADJUSTED  
 PQ1088* NAVD 88 ORTHO HEIGHT -   468.24   (+/-2cm)    1536.2   (feet) VERTCON   
 PQ1088  ______________________________________________________________________
 PQ1088  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 PQ1088  LAPLACE CORR    -         -3.45  (seconds)                    DEFLEC09
 PQ1088  HORZ ORDER      -  THIRD
 PQ1088  VERT ORDER      -  THIRD ? (See Below)
 PQ1088
 PQ1088.The horizontal coordinates were established by classical geodetic methods
 PQ1088.and adjusted by the National Geodetic Survey in March 1999.
 PQ1088.
 PQ1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1088
 PQ1088.The vertical order pertains to the NGVD 29 superseded value.
 PQ1088
 PQ1088.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1088
 PQ1088. The following values were computed from the NAD 83(1996) position.
 PQ1088
 PQ1088;                    North         East     Units Scale Factor Converg.
 PQ1088;SPC MN S     -   241,043.836   651,917.361   MT  0.99993130   -1 17 59.5
 PQ1088;SPC MN S     -   790,824.65  2,138,832.21   sFT  0.99993130   -1 17 59.5
 PQ1088;UTM  15      - 4,904,078.086   272,120.225   MT  1.00023869   -1 59 34.3
 PQ1088
 PQ1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1088!SPC MN S     -   0.99993076  x   0.99993130  =   0.99986206
 PQ1088!UTM  15      -   0.99993076  x   1.00023869  =   1.00016943
 PQ1088
 PQ1088                          SUPERSEDED SURVEY CONTROL
 PQ1088
 PQ1088  NAD 83(1996)-  44 15 15.38776(N)    095 51 16.18712(W) AD(       ) 3
 PQ1088  NAD 83(1986)-  44 15 15.38578(N)    095 51 16.17732(W) AD(       ) 3
 PQ1088  NAD 27      -  44 15 15.59915(N)    095 51 15.07620(W) AD(       ) 3
 PQ1088  NGVD 29 (07/19/86)  468.02   (m)         1535.5    (f) LEVELING    3  
 PQ1088
 PQ1088.Superseded values are not recommended for survey control.
 PQ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1088.See file dsdata.txt to determine how the superseded data were derived.
 PQ1088
 PQ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7212004078(NAD 83)
 PQ1088
 PQ1088_MARKER: DB = BENCH MARK DISK
 PQ1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1088_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1088_STAMPING: 34 T 1960 1535
 PQ1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1088+STABILITY: SURFACE MOTION
 PQ1088
 PQ1088  HISTORY     - Date     Condition        Report By
 PQ1088  HISTORY     - 1960     MONUMENTED       USGS
 PQ1088
 PQ1088                          STATION DESCRIPTION
 PQ1088
 PQ1088'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1088'RUSSELL,4.5 MILE S AND 5 MILE E OF. 36 FT N,512 FT E OF T-RD N, CORNER
 PQ1088'OF SECTIONS 11,12,13,14,T.109N,R.42W. 36 FT N,53 FT E AND 1.2 FT
 PQ1088'HIGHER THAN T-DRIVE N,1 FT S OF E-W FENCE AND 21 FT E OF FENCE CORNER.
 PQ1088'IN A CONCRETE POST A STANDARD TABLET STAMPED---34 T ET 1960 1535---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5877 ***********************************************************************
 DH5877  DESIGNATION -  34 TPA
 DH5877  PID         -  DH5877
 DH5877  STATE/COUNTY-  MN/BELTRAMI
 DH5877  COUNTRY     -  US
 DH5877  USGS QUAD   -  REDBY (1972)
 DH5877
 DH5877                         *CURRENT SURVEY CONTROL
 DH5877  ______________________________________________________________________
 DH5877* NAD 83(2007) POSITION- 47 47 21.43741(N) 094 58 42.33326(W)   ADJUSTED  
 DH5877* NAD 83(2007) ELLIP HT-   382.349 (meters)        (12/20/10)   ADJUSTED
 DH5877* NAD 83(2007) EPOCH   -  2002.00
 DH5877* NAVD 88 ORTHO HEIGHT -   410.346  (meters)    1346.28  (feet) ADJUSTED  
 DH5877  ______________________________________________________________________
 DH5877  NAD 83(2007) X  -   -372,580.204 (meters)                     COMP
 DH5877  NAD 83(2007) Y  - -4,277,159.804 (meters)                     COMP
 DH5877  NAD 83(2007) Z  -  4,701,450.698 (meters)                     COMP
 DH5877  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC09
 DH5877  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 DH5877  DYNAMIC HEIGHT  -        410.408 (meters)     1346.48  (feet) COMP
 DH5877  MODELED GRAVITY -    980,751.4   (mgal)                       NAVD 88
 DH5877
 DH5877  HORZ ORDER      -  FIRST
 DH5877  VERT ORDER      -  SECOND    CLASS I
 DH5877  ELLP ORDER      -  THIRD     CLASS I
 DH5877
 DH5877.The horizontal coordinates were established by GPS observations
 DH5877.and adjusted by the National Geodetic Survey in December 2010.
 DH5877
 DH5877.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH5877.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH5877
 DH5877.The horizontal coordinates are valid at the epoch date displayed above
 DH5877.which is a decimal equivalence of Year/Month/Day.
 DH5877
 DH5877.The orthometric height was determined by differential leveling and
 DH5877.adjusted in October 2007.
 DH5877
 DH5877.Photographs are available for this station.
 DH5877
 DH5877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5877
 DH5877.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH5877
 DH5877.The ellipsoidal height was determined by GPS observations
 DH5877.and is referenced to NAD 83.
 DH5877
 DH5877.The dynamic height is computed by dividing the NAVD 88
 DH5877.geopotential number by the normal gravity value computed on the
 DH5877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5877.degrees latitude (g = 980.6199 gals.).
 DH5877
 DH5877.The modeled gravity was interpolated from observed gravity values.
 DH5877
 DH5877. The following values were computed from the NAD 83(2007) position.
 DH5877
 DH5877;                    North         East     Units Scale Factor Converg.
 DH5877;SPC MN N     -   245,044.155   659,279.421   MT  0.99990314   -1 23 32.4
 DH5877;SPC MN N     -   803,949.03  2,162,985.90   sFT  0.99990314   -1 23 32.4
 DH5877;UTM  15      - 5,294,776.158   351,821.189   MT  0.99986982   -1 27 56.3
 DH5877
 DH5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5877!SPC MN N     -   0.99994008  x   0.99990314  =   0.99984322
 DH5877!UTM  15      -   0.99994008  x   0.99986982  =   0.99980990
 DH5877
 DH5877                          SUPERSEDED SURVEY CONTROL
 DH5877
 DH5877  NAD 83(1996)-  47 47 21.43738(N)    094 58 42.33316(W) AD(       ) 1
 DH5877  ELLIP H (06/16/06)  382.361  (m)                       GP(       ) 3 1
 DH5877  NAVD 88 (06/16/06)  410.40   (m)         1346.5    (f) LEVELING    3  
 DH5877  NAVD 88 (09/30/05)  410.395  (m)         1346.44   (f) SUPERSEDED  2 1
 DH5877
 DH5877.Superseded values are not recommended for survey control.
 DH5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH5877.See file dsdata.txt to determine how the superseded data were derived.
 DH5877
 DH5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5182194776(NAD 83)
 DH5877
 DH5877_MARKER: DD = SURVEY DISK
 DH5877_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH5877_STAMPING: 34 TPA 1972
 DH5877_MARK LOGO: USGS  
 DH5877_PROJECTION: RECESSED 8 CENTIMETERS
 DH5877_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH5877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5877+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 DH5877
 DH5877  HISTORY     - Date     Condition        Report By
 DH5877  HISTORY     - 1972     MONUMENTED       USGS
 DH5877  HISTORY     - 20040707 GOOD             MNDT
 DH5877  HISTORY     - 20050831 GOOD             MNDT
 DH5877
 DH5877                          STATION DESCRIPTION
 DH5877
 DH5877'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DH5877'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.9 MILES (3.1
 DH5877'KM) EAST OF ISLAND LAKE COMMUNITY, 47 FEET (14.3 M) NORTH AND 10 FEET
 DH5877'(3.0 M) WEST OF ROAD AT FIELD ROAD NORTH, 1.0 FOOT (0.3 M) EAST OF
 DH5877'FENCE CORNER WITH WITNESS SIGN.  ROD DEPTH UNKNOWN.
 DH5877
 DH5877                          STATION RECOVERY (2005)
 DH5877
 DH5877'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH5877'6.0 MILES SOUTHWEST OF RED LAKE, 1.9 MILES EAST OF ISLAND LAKE
 DH5877'COMMUNITY, 6.0 MILES SOUTH ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF
 DH5877'TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 1 (1.0 MILES WEST OF RED LAKE), AT
 DH5877'TRUNK HIGHWAY 89 MILEPOINT 20.10, THEN 1.60 MILES EAST ON COUNTY ROAD
 DH5877'32 (LUMBERJACK ROAD NORTHWEST), 47 FEET NORTH AND 10 FEET WEST OF ROAD
 DH5877'AT FIELD ROAD NORTH, 1.0 FEET EAST OF FENCE CORNER WITH WITNESS SIGN,
 DH5877'1.5 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0657 ***********************************************************************
 DI0657  DESIGNATION -  3401 B
 DI0657  PID         -  DI0657
 DI0657  STATE/COUNTY-  MN/KANDIYOHI
 DI0657  COUNTRY     -  US
 DI0657  USGS QUAD   -  BLOMKEST (1965)
 DI0657
 DI0657                         *CURRENT SURVEY CONTROL
 DI0657  ______________________________________________________________________
 DI0657* NAD 83(2007) POSITION- 44 56 05.72967(N) 095 02 39.78701(W)   ADJUSTED  
 DI0657* NAD 83(2007) ELLIP HT-   311.784 (meters)        (08/23/10)   ADJUSTED
 DI0657* NAD 83(2007) EPOCH   -  2002.00
 DI0657* NAVD 88 ORTHO HEIGHT -   338.611  (meters)    1110.93  (feet) ADJUSTED  
 DI0657  ______________________________________________________________________
 DI0657  NAD 83(2007) X  -   -397,688.978 (meters)                     COMP
 DI0657  NAD 83(2007) Y  - -4,505,404.582 (meters)                     COMP
 DI0657  NAD 83(2007) Z  -  4,482,452.016 (meters)                     COMP
 DI0657  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC09
 DI0657  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DI0657  DYNAMIC HEIGHT  -        338.583 (meters)     1110.83  (feet) COMP
 DI0657  MODELED GRAVITY -    980,525.5   (mgal)                       NAVD 88
 DI0657
 DI0657  HORZ ORDER      -  FIRST
 DI0657  VERT ORDER      -  SECOND    CLASS I
 DI0657  ELLP ORDER      -  THIRD     CLASS I
 DI0657
 DI0657.The horizontal coordinates were established by GPS observations
 DI0657.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0657
 DI0657.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0657.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0657
 DI0657.The horizontal coordinates are valid at the epoch date displayed above
 DI0657.which is a decimal equivalence of Year/Month/Day.
 DI0657
 DI0657.The orthometric height was determined by differential leveling and
 DI0657.adjusted in November 2011.
 DI0657
 DI0657.Photographs are available for this station.
 DI0657
 DI0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0657
 DI0657.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0657
 DI0657.The ellipsoidal height was determined by GPS observations
 DI0657.and is referenced to NAD 83.
 DI0657
 DI0657.The dynamic height is computed by dividing the NAVD 88
 DI0657.geopotential number by the normal gravity value computed on the
 DI0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0657.degrees latitude (g = 980.6199 gals.).
 DI0657
 DI0657.The modeled gravity was interpolated from observed gravity values.
 DI0657
 DI0657. The following values were computed from the NAD 83(2007) position.
 DI0657
 DI0657;                    North         East     Units Scale Factor Converg.
 DI0657;SPC MN S     -   315,521.841   717,566.680   MT  0.99995063   -0 43 55.3
 DI0657;SPC MN S     - 1,035,174.57  2,354,216.68   sFT  0.99995063   -0 43 55.3
 DI0657;UTM  15      - 4,977,754.524   338,688.752   MT  0.99991998   -1 26 39.4
 DI0657
 DI0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0657!SPC MN S     -   0.99995112  x   0.99995063  =   0.99990175
 DI0657!UTM  15      -   0.99995112  x   0.99991998  =   0.99987110
 DI0657
 DI0657                          SUPERSEDED SURVEY CONTROL
 DI0657
 DI0657  NAD 83(1996)-  44 56 05.72915(N)    095 02 39.78642(W) AD(       ) 1
 DI0657  ELLIP H (06/12/06)  311.816  (m)                       GP(       ) 4 1
 DI0657  NAVD 88 (06/12/06)  338.61   (m)         1110.9    (f) LEVELING    3  
 DI0657
 DI0657.Superseded values are not recommended for survey control.
 DI0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0657.See file dsdata.txt to determine how the superseded data were derived.
 DI0657
 DI0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3868877754(NAD 83)
 DI0657
 DI0657_MARKER: DD = SURVEY DISK
 DI0657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0657_STAMPING: 3401 B 2006
 DI0657_MARK LOGO: MNDT  
 DI0657_PROJECTION: FLUSH
 DI0657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0657+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2008
 DI0657_ROD/PIPE-DEPTH:  7.6 meters
 DI0657
 DI0657  HISTORY     - Date     Condition        Report By
 DI0657  HISTORY     - 2006     MONUMENTED       MNDT
 DI0657  HISTORY     - 20080731 GOOD             MNDT
 DI0657
 DI0657                          STATION DESCRIPTION
 DI0657
 DI0657'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0657'1.0 MILES SOUTHWEST OF BLOMKEST, 1.0 MILES WEST ALONG TRUNK HIGHWAY 7
 DI0657'FROM JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 WHICH IS 0.5 MILES
 DI0657'SOUTH OF BLOMKEST, AT TRUNK HIGHWAY 7 MILEPOINT 107.35, 150.3 FEET
 DI0657'SOUTH OF TRUNK HIGHWAY 7, 82.2 FEET WEST OF TRUNK HIGHWAY 71, 54.1
 DI0657'FEET NORTH OF ENTERANCE, 1.1 FEET EAST OF WITNESS POST
 DI0657
 DI0657                          STATION RECOVERY (2008)
 DI0657
 DI0657'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DI0657'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0658 ***********************************************************************
 DI0658  DESIGNATION -  3401 C
 DI0658  PID         -  DI0658
 DI0658  STATE/COUNTY-  MN/KANDIYOHI
 DI0658  COUNTRY     -  US
 DI0658  USGS QUAD   -  BLOMKEST (1965)
 DI0658
 DI0658                         *CURRENT SURVEY CONTROL
 DI0658  ______________________________________________________________________
 DI0658* NAD 83(2007) POSITION- 44 56 06.59984(N) 095 03 51.99050(W)   ADJUSTED  
 DI0658* NAD 83(2007) ELLIP HT-   315.239 (meters)        (08/23/10)   ADJUSTED
 DI0658* NAD 83(2007) EPOCH   -  2002.00
 DI0658* NAVD 88 ORTHO HEIGHT -   342.067  (meters)    1122.26  (feet) ADJUSTED  
 DI0658  ______________________________________________________________________
 DI0658  NAD 83(2007) X  -   -399,264.622 (meters)                     COMP
 DI0658  NAD 83(2007) Y  - -4,505,248.630 (meters)                     COMP
 DI0658  NAD 83(2007) Z  -  4,482,473.473 (meters)                     COMP
 DI0658  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC09
 DI0658  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DI0658  DYNAMIC HEIGHT  -        342.039 (meters)     1122.17  (feet) COMP
 DI0658  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 DI0658
 DI0658  HORZ ORDER      -  FIRST
 DI0658  VERT ORDER      -  SECOND    CLASS I
 DI0658  ELLP ORDER      -  THIRD     CLASS I
 DI0658
 DI0658.The horizontal coordinates were established by GPS observations
 DI0658.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0658
 DI0658.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0658.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0658
 DI0658.The horizontal coordinates are valid at the epoch date displayed above
 DI0658.which is a decimal equivalence of Year/Month/Day.
 DI0658
 DI0658.The orthometric height was determined by differential leveling and
 DI0658.adjusted in November 2011.
 DI0658
 DI0658.Photographs are available for this station.
 DI0658
 DI0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0658
 DI0658.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0658
 DI0658.The ellipsoidal height was determined by GPS observations
 DI0658.and is referenced to NAD 83.
 DI0658
 DI0658.The dynamic height is computed by dividing the NAVD 88
 DI0658.geopotential number by the normal gravity value computed on the
 DI0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0658.degrees latitude (g = 980.6199 gals.).
 DI0658
 DI0658.The modeled gravity was interpolated from observed gravity values.
 DI0658
 DI0658. The following values were computed from the NAD 83(2007) position.
 DI0658
 DI0658;                    North         East     Units Scale Factor Converg.
 DI0658;SPC MN S     -   315,569.120   715,984.057   MT  0.99995066   -0 44 45.9
 DI0658;SPC MN S     - 1,035,329.69  2,349,024.36   sFT  0.99995066   -0 44 45.9
 DI0658;UTM  15      - 4,977,821.471   337,106.883   MT  0.99992628   -1 27 30.4
 DI0658
 DI0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0658!SPC MN S     -   0.99995058  x   0.99995066  =   0.99990124
 DI0658!UTM  15      -   0.99995058  x   0.99992628  =   0.99987686
 DI0658
 DI0658                          SUPERSEDED SURVEY CONTROL
 DI0658
 DI0658  NAD 83(1996)-  44 56 06.59932(N)    095 03 51.98992(W) AD(       ) 1
 DI0658  ELLIP H (06/12/06)  315.271  (m)                       GP(       ) 4 1
 DI0658  NAVD 88 (06/12/06)  342.07   (m)         1122.3    (f) LEVELING    3  
 DI0658
 DI0658.Superseded values are not recommended for survey control.
 DI0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0658.See file dsdata.txt to determine how the superseded data were derived.
 DI0658
 DI0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3710677821(NAD 83)
 DI0658
 DI0658_MARKER: DD = SURVEY DISK
 DI0658_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0658_STAMPING: 3401 C 2006
 DI0658_MARK LOGO: MNDT  
 DI0658_PROJECTION: FLUSH
 DI0658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0658+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0658_ROD/PIPE-DEPTH:  7.6 meters
 DI0658
 DI0658  HISTORY     - Date     Condition        Report By
 DI0658  HISTORY     - 2006     MONUMENTED       MNDT
 DI0658
 DI0658                          STATION DESCRIPTION
 DI0658
 DI0658'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0658'2.0 MILES SOUTH-SOUTHWEST OF BLOMKEST, 1.0 MILES WEST ALONG TRUNK
 DI0658'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 71 WHICH
 DI0658'IS 1.0 MILES WEST OF BLOMKEST, AT TRUNK HIGHWAY 7 MILEPOINT 106.35,
 DI0658'65.8 FEET SOUTH OF TRUNK HIGHWAY 7, 35.2 FEET EAST OF 15TH STREET
 DI0658'SOUTHWEST, 23.6 FEET NORTH OF FIELD ENTERANCE, 1.2 FEET NORTH OF
 DI0658'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0659 ***********************************************************************
 DI0659  DESIGNATION -  3401 D
 DI0659  PID         -  DI0659
 DI0659  STATE/COUNTY-  MN/KANDIYOHI
 DI0659  COUNTRY     -  US
 DI0659  USGS QUAD   -  BLOMKEST (1965)
 DI0659
 DI0659                         *CURRENT SURVEY CONTROL
 DI0659  ______________________________________________________________________
 DI0659* NAD 83(2007) POSITION- 44 56 05.83800(N) 095 05 06.30386(W)   ADJUSTED  
 DI0659* NAD 83(2007) ELLIP HT-   309.529 (meters)        (08/23/10)   ADJUSTED
 DI0659* NAD 83(2007) EPOCH   -  2002.00
 DI0659* NAVD 88 ORTHO HEIGHT -   336.352  (meters)    1103.51  (feet) ADJUSTED  
 DI0659  ______________________________________________________________________
 DI0659  NAD 83(2007) X  -   -400,888.867 (meters)                     COMP
 DI0659  NAD 83(2007) Y  - -4,505,117.010 (meters)                     COMP
 DI0659  NAD 83(2007) Z  -  4,482,452.791 (meters)                     COMP
 DI0659  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC09
 DI0659  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DI0659  DYNAMIC HEIGHT  -        336.324 (meters)     1103.42  (feet) COMP
 DI0659  MODELED GRAVITY -    980,523.9   (mgal)                       NAVD 88
 DI0659
 DI0659  HORZ ORDER      -  FIRST
 DI0659  VERT ORDER      -  SECOND    CLASS I
 DI0659  ELLP ORDER      -  THIRD     CLASS I
 DI0659
 DI0659.The horizontal coordinates were established by GPS observations
 DI0659.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0659
 DI0659.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0659.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0659
 DI0659.The horizontal coordinates are valid at the epoch date displayed above
 DI0659.which is a decimal equivalence of Year/Month/Day.
 DI0659
 DI0659.The orthometric height was determined by differential leveling and
 DI0659.adjusted in November 2011.
 DI0659
 DI0659.Photographs are available for this station.
 DI0659
 DI0659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0659
 DI0659.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0659
 DI0659.The ellipsoidal height was determined by GPS observations
 DI0659.and is referenced to NAD 83.
 DI0659
 DI0659.The dynamic height is computed by dividing the NAVD 88
 DI0659.geopotential number by the normal gravity value computed on the
 DI0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0659.degrees latitude (g = 980.6199 gals.).
 DI0659
 DI0659.The modeled gravity was interpolated from observed gravity values.
 DI0659
 DI0659. The following values were computed from the NAD 83(2007) position.
 DI0659
 DI0659;                    North         East     Units Scale Factor Converg.
 DI0659;SPC MN S     -   315,567.028   714,354.528   MT  0.99995063   -0 45 38.0
 DI0659;SPC MN S     - 1,035,322.82  2,343,678.15   sFT  0.99995063   -0 45 38.0
 DI0659;UTM  15      - 4,977,839.639   335,477.488   MT  0.99993284   -1 28 22.9
 DI0659
 DI0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0659!SPC MN S     -   0.99995147  x   0.99995063  =   0.99990210
 DI0659!UTM  15      -   0.99995147  x   0.99993284  =   0.99988432
 DI0659
 DI0659                          SUPERSEDED SURVEY CONTROL
 DI0659
 DI0659  NAD 83(1996)-  44 56 05.83748(N)    095 05 06.30328(W) AD(       ) 1
 DI0659  ELLIP H (06/12/06)  309.561  (m)                       GP(       ) 4 1
 DI0659  NAVD 88 (06/12/06)  336.35   (m)         1103.5    (f) LEVELING    3  
 DI0659
 DI0659.Superseded values are not recommended for survey control.
 DI0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0659.See file dsdata.txt to determine how the superseded data were derived.
 DI0659
 DI0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3547777839(NAD 83)
 DI0659
 DI0659_MARKER: DD = SURVEY DISK
 DI0659_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0659_STAMPING: 3401 D 2006
 DI0659_MARK LOGO: MNDT  
 DI0659_PROJECTION: FLUSH
 DI0659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0659+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0659_ROD/PIPE-DEPTH:  6.1 meters
 DI0659
 DI0659  HISTORY     - Date     Condition        Report By
 DI0659  HISTORY     - 2006     MONUMENTED       MNDT
 DI0659
 DI0659                          STATION DESCRIPTION
 DI0659
 DI0659'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0659'3.0 MILES SOUTH-SOUTHWEST OF BLOMKEST, 2.0 MILES WEST ALONG TRUNK
 DI0659'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 71 WHICH
 DI0659'IS 1.0 MILES WEST OF BLOMKEST, AT TRUNK HIGHWAY 7 MILEPOINT 105.3,
 DI0659'119.7 FEET SOUTH OF TRUNK HIGHWAY 7, 26.3 FEET WEST OF 30TH AVENUE
 DI0659'SOUTHWEST, 17.7 FEET NORTH OF FIELD ENTERANCE, 1.1 FEET EAST OF
 DI0659'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0660 ***********************************************************************
 DI0660  DESIGNATION -  3401 E
 DI0660  PID         -  DI0660
 DI0660  STATE/COUNTY-  MN/KANDIYOHI
 DI0660  COUNTRY     -  US
 DI0660  USGS QUAD   -  BLOMKEST (1965)
 DI0660
 DI0660                         *CURRENT SURVEY CONTROL
 DI0660  ______________________________________________________________________
 DI0660* NAD 83(2007) POSITION- 44 56 05.62731(N) 095 07 30.00170(W)   ADJUSTED  
 DI0660* NAD 83(2007) ELLIP HT-   308.624 (meters)        (08/23/10)   ADJUSTED
 DI0660* NAD 83(2007) EPOCH   -  2002.00
 DI0660* NAVD 88 ORTHO HEIGHT -   335.430  (meters)    1100.49  (feet) ADJUSTED  
 DI0660  ______________________________________________________________________
 DI0660  NAD 83(2007) X  -   -404,027.688 (meters)                     COMP
 DI0660  NAD 83(2007) Y  - -4,504,840.569 (meters)                     COMP
 DI0660  NAD 83(2007) Z  -  4,482,447.547 (meters)                     COMP
 DI0660  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC09
 DI0660  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DI0660  DYNAMIC HEIGHT  -        335.401 (meters)     1100.39  (feet) COMP
 DI0660  MODELED GRAVITY -    980,522.8   (mgal)                       NAVD 88
 DI0660
 DI0660  HORZ ORDER      -  FIRST
 DI0660  VERT ORDER      -  SECOND    CLASS I
 DI0660  ELLP ORDER      -  THIRD     CLASS I
 DI0660
 DI0660.The horizontal coordinates were established by GPS observations
 DI0660.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0660
 DI0660.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0660.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0660
 DI0660.The horizontal coordinates are valid at the epoch date displayed above
 DI0660.which is a decimal equivalence of Year/Month/Day.
 DI0660
 DI0660.The orthometric height was determined by differential leveling and
 DI0660.adjusted in November 2011.
 DI0660
 DI0660.Photographs are available for this station.
 DI0660
 DI0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0660
 DI0660.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0660
 DI0660.The ellipsoidal height was determined by GPS observations
 DI0660.and is referenced to NAD 83.
 DI0660
 DI0660.The dynamic height is computed by dividing the NAVD 88
 DI0660.geopotential number by the normal gravity value computed on the
 DI0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0660.degrees latitude (g = 980.6199 gals.).
 DI0660
 DI0660.The modeled gravity was interpolated from observed gravity values.
 DI0660
 DI0660. The following values were computed from the NAD 83(2007) position.
 DI0660
 DI0660;                    North         East     Units Scale Factor Converg.
 DI0660;SPC MN S     -   315,603.116   711,204.067   MT  0.99995062   -0 47 18.8
 DI0660;SPC MN S     - 1,035,441.22  2,333,342.01   sFT  0.99995062   -0 47 18.8
 DI0660;UTM  15      - 4,977,914.905   332,327.756   MT  0.99994571   -1 30 04.5
 DI0660
 DI0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0660!SPC MN S     -   0.99995161  x   0.99995062  =   0.99990224
 DI0660!UTM  15      -   0.99995161  x   0.99994571  =   0.99989733
 DI0660
 DI0660                          SUPERSEDED SURVEY CONTROL
 DI0660
 DI0660  NAD 83(1996)-  44 56 05.62679(N)    095 07 30.00113(W) AD(       ) 1
 DI0660  ELLIP H (06/12/06)  308.656  (m)                       GP(       ) 4 1
 DI0660  NAVD 88 (06/12/06)  335.43   (m)         1100.5    (f) LEVELING    3  
 DI0660
 DI0660.Superseded values are not recommended for survey control.
 DI0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0660.See file dsdata.txt to determine how the superseded data were derived.
 DI0660
 DI0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3232777914(NAD 83)
 DI0660
 DI0660_MARKER: DD = SURVEY DISK
 DI0660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0660_STAMPING: 3401 E 2006
 DI0660_MARK LOGO: MNDT  
 DI0660_PROJECTION: FLUSH
 DI0660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0660+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0660_ROD/PIPE-DEPTH:  7.6 meters
 DI0660
 DI0660  HISTORY     - Date     Condition        Report By
 DI0660  HISTORY     - 2006     MONUMENTED       MNDT
 DI0660
 DI0660                          STATION DESCRIPTION
 DI0660
 DI0660'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0660'1.0 MILES WEST OF ROSELAND, 1.0 MILES WEST ALONG TRUNK HIGHWAY 7 FROM
 DI0660'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 5 IN ROSELAND, AT TRUNK
 DI0660'HIGHWAY 7 MILEPOINT 103.3, 77.6 FEET EAST OF 60TH STREET SOUTHWEST,
 DI0660'64.2 FEET SOUTH OF TRUNK HIGHWAY 7, 31.9 FEET WEST OF FIELD ENTERANCE,
 DI0660'1.2 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0661 ***********************************************************************
 DI0661  DESIGNATION -  3401 F
 DI0661  PID         -  DI0661
 DI0661  STATE/COUNTY-  MN/KANDIYOHI
 DI0661  COUNTRY     -  US
 DI0661  USGS QUAD   -  PRINSBURG (1965)
 DI0661
 DI0661                         *CURRENT SURVEY CONTROL
 DI0661  ______________________________________________________________________
 DI0661* NAD 83(2007) POSITION- 44 56 05.10448(N) 095 08 46.29711(W)   ADJUSTED  
 DI0661* NAD 83(2007) ELLIP HT-   314.462 (meters)        (08/23/10)   ADJUSTED
 DI0661* NAD 83(2007) EPOCH   -  2002.00
 DI0661* NAVD 88 ORTHO HEIGHT -   341.261  (meters)    1119.62  (feet) ADJUSTED  
 DI0661  ______________________________________________________________________
 DI0661  NAD 83(2007) X  -   -405,695.352 (meters)                     COMP
 DI0661  NAD 83(2007) Y  - -4,504,706.285 (meters)                     COMP
 DI0661  NAD 83(2007) Z  -  4,482,440.245 (meters)                     COMP
 DI0661  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC09
 DI0661  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DI0661  DYNAMIC HEIGHT  -        341.232 (meters)     1119.53  (feet) COMP
 DI0661  MODELED GRAVITY -    980,522.4   (mgal)                       NAVD 88
 DI0661
 DI0661  HORZ ORDER      -  FIRST
 DI0661  VERT ORDER      -  SECOND    CLASS I
 DI0661  ELLP ORDER      -  THIRD     CLASS I
 DI0661
 DI0661.The horizontal coordinates were established by GPS observations
 DI0661.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0661
 DI0661.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0661.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0661
 DI0661.The horizontal coordinates are valid at the epoch date displayed above
 DI0661.which is a decimal equivalence of Year/Month/Day.
 DI0661
 DI0661.The orthometric height was determined by differential leveling and
 DI0661.adjusted in November 2011.
 DI0661
 DI0661.Photographs are available for this station.
 DI0661
 DI0661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0661
 DI0661.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0661
 DI0661.The ellipsoidal height was determined by GPS observations
 DI0661.and is referenced to NAD 83.
 DI0661
 DI0661.The dynamic height is computed by dividing the NAVD 88
 DI0661.geopotential number by the normal gravity value computed on the
 DI0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0661.degrees latitude (g = 980.6199 gals.).
 DI0661
 DI0661.The modeled gravity was interpolated from observed gravity values.
 DI0661
 DI0661. The following values were computed from the NAD 83(2007) position.
 DI0661
 DI0661;                    North         East     Units Scale Factor Converg.
 DI0661;SPC MN S     -   315,610.217   709,531.179   MT  0.99995060   -0 48 12.2
 DI0661;SPC MN S     - 1,035,464.52  2,327,853.54   sFT  0.99995060   -0 48 12.2
 DI0661;UTM  15      - 4,977,942.816   330,655.088   MT  0.99995264   -1 30 58.4
 DI0661
 DI0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0661!SPC MN S     -   0.99995070  x   0.99995060  =   0.99990130
 DI0661!UTM  15      -   0.99995070  x   0.99995264  =   0.99990334
 DI0661
 DI0661                          SUPERSEDED SURVEY CONTROL
 DI0661
 DI0661  NAD 83(1996)-  44 56 05.10396(N)    095 08 46.29654(W) AD(       ) 1
 DI0661  ELLIP H (06/12/06)  314.493  (m)                       GP(       ) 4 1
 DI0661  NAVD 88 (06/12/06)  341.26   (m)         1119.6    (f) LEVELING    3  
 DI0661
 DI0661.Superseded values are not recommended for survey control.
 DI0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0661.See file dsdata.txt to determine how the superseded data were derived.
 DI0661
 DI0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3065577942(NAD 83)
 DI0661
 DI0661_MARKER: DD = SURVEY DISK
 DI0661_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0661_STAMPING: 3401 F 2006
 DI0661_MARK LOGO: MNDT  
 DI0661_PROJECTION: FLUSH
 DI0661_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0661+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0661_ROD/PIPE-DEPTH: 10.7 meters
 DI0661
 DI0661  HISTORY     - Date     Condition        Report By
 DI0661  HISTORY     - 2006     MONUMENTED       MNDT
 DI0661
 DI0661                          STATION DESCRIPTION
 DI0661
 DI0661'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0661'2.0 MILES WEST OF ROSELAND, 2.0 MILES WEST ALONG TRUNK HIGHWAY 7 FROM
 DI0661'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 5 IN ROSELAND, AT TRUNK
 DI0661'HIGHWAY 7 MILEPOINT 102.3, 112.2 FEET SOUTH OF TRUNK HIGHWAY 7, 70.2
 DI0661'FEET WEST OF COUNTY ROAD 116, 67.8 FEET NORTH OF FARM ENTERANCE NUMBER
 DI0661'43181, 67.0 FEET EAST OF POWER POLE, 50.8 FEET NORTHWEST OF POWER POLE
 DI0661'WITH GUY WIRE, 1.4 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0662 ***********************************************************************
 DI0662  DESIGNATION -  3401 G
 DI0662  PID         -  DI0662
 DI0662  STATE/COUNTY-  MN/KANDIYOHI
 DI0662  COUNTRY     -  US
 DI0662  USGS QUAD   -  PRINSBURG (1965)
 DI0662
 DI0662                         *CURRENT SURVEY CONTROL
 DI0662  ______________________________________________________________________
 DI0662* NAD 83(2007) POSITION- 44 56 01.61502(N) 095 11 12.04361(W)   ADJUSTED  
 DI0662* NAD 83(2007) ELLIP HT-   307.879 (meters)        (08/23/10)   ADJUSTED
 DI0662* NAD 83(2007) EPOCH   -  2002.00
 DI0662* NAVD 88 ORTHO HEIGHT -   334.668  (meters)    1097.99  (feet) ADJUSTED  
 DI0662  ______________________________________________________________________
 DI0662  NAD 83(2007) X  -   -408,884.728 (meters)                     COMP
 DI0662  NAD 83(2007) Y  - -4,504,489.628 (meters)                     COMP
 DI0662  NAD 83(2007) Z  -  4,482,359.336 (meters)                     COMP
 DI0662  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC09
 DI0662  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 DI0662  DYNAMIC HEIGHT  -        334.640 (meters)     1097.90  (feet) COMP
 DI0662  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 DI0662
 DI0662  HORZ ORDER      -  FIRST
 DI0662  VERT ORDER      -  SECOND    CLASS I
 DI0662  ELLP ORDER      -  THIRD     CLASS I
 DI0662
 DI0662.The horizontal coordinates were established by GPS observations
 DI0662.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0662
 DI0662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0662.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0662
 DI0662.The horizontal coordinates are valid at the epoch date displayed above
 DI0662.which is a decimal equivalence of Year/Month/Day.
 DI0662
 DI0662.The orthometric height was determined by differential leveling and
 DI0662.adjusted in November 2011.
 DI0662
 DI0662.Photographs are available for this station.
 DI0662
 DI0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0662
 DI0662.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0662
 DI0662.The ellipsoidal height was determined by GPS observations
 DI0662.and is referenced to NAD 83.
 DI0662
 DI0662.The dynamic height is computed by dividing the NAVD 88
 DI0662.geopotential number by the normal gravity value computed on the
 DI0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0662.degrees latitude (g = 980.6199 gals.).
 DI0662
 DI0662.The modeled gravity was interpolated from observed gravity values.
 DI0662
 DI0662. The following values were computed from the NAD 83(2007) position.
 DI0662
 DI0662;                    North         East     Units Scale Factor Converg.
 DI0662;SPC MN S     -   315,548.114   706,334.353   MT  0.99995048   -0 49 54.4
 DI0662;SPC MN S     - 1,035,260.77  2,317,365.29   sFT  0.99995048   -0 49 54.4
 DI0662;UTM  15      - 4,977,920.494   327,457.709   MT  0.99996609   -1 32 41.3
 DI0662
 DI0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0662!SPC MN S     -   0.99995173  x   0.99995048  =   0.99990221
 DI0662!UTM  15      -   0.99995173  x   0.99996609  =   0.99991782
 DI0662
 DI0662                          SUPERSEDED SURVEY CONTROL
 DI0662
 DI0662  NAD 83(1996)-  44 56 01.61450(N)    095 11 12.04308(W) AD(       ) 1
 DI0662  ELLIP H (06/12/06)  307.908  (m)                       GP(       ) 4 1
 DI0662  NAVD 88 (06/12/06)  334.67   (m)         1098.0    (f) LEVELING    3  
 DI0662
 DI0662.Superseded values are not recommended for survey control.
 DI0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0662.See file dsdata.txt to determine how the superseded data were derived.
 DI0662
 DI0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2745777920(NAD 83)
 DI0662
 DI0662_MARKER: DD = SURVEY DISK
 DI0662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0662_STAMPING: 3401 G 2006
 DI0662_MARK LOGO: MNDT  
 DI0662_PROJECTION: FLUSH
 DI0662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0662+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0662_ROD/PIPE-DEPTH:  4.0 meters
 DI0662
 DI0662  HISTORY     - Date     Condition        Report By
 DI0662  HISTORY     - 2006     MONUMENTED       MNDT
 DI0662
 DI0662                          STATION DESCRIPTION
 DI0662
 DI0662'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0662'IN PRINSBURG, AT THE JUNTION OF TRUNK HIGHWAY 7 AND SIXTH STREET
 DI0662'(COUNTY ROAD 1) IN PRINSBURG, AT TRUNK HIGHWAY 7 MILEPOINT 100.25,
 DI0662'79.6 FEET EAST OF COUNTY ROAD 1, 73.3 FEET SOUTH OF TRUNK HIGHWAY 7,
 DI0662'41.4 FEET EAST OF POWER POLE WITH LIGHT, 16.5 FEET EAST OF RIGHT OF
 DI0662'WAY POAST/CABLE MARKER, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0663 ***********************************************************************
 DI0663  DESIGNATION -  3401 H
 DI0663  PID         -  DI0663
 DI0663  STATE/COUNTY-  MN/KANDIYOHI
 DI0663  COUNTRY     -  US
 DI0663  USGS QUAD   -  PRINSBURG (1965)
 DI0663
 DI0663                         *CURRENT SURVEY CONTROL
 DI0663  ______________________________________________________________________
 DI0663* NAD 83(2007) POSITION- 44 56 04.89014(N) 095 12 27.43010(W)   ADJUSTED  
 DI0663* NAD 83(2007) ELLIP HT-   303.365 (meters)        (08/23/10)   ADJUSTED
 DI0663* NAD 83(2007) EPOCH   -  2002.00
 DI0663* NAVD 88 ORTHO HEIGHT -   330.146  (meters)    1083.15  (feet) ADJUSTED  
 DI0663  ______________________________________________________________________
 DI0663  NAD 83(2007) X  -   -410,524.248 (meters)                     COMP
 DI0663  NAD 83(2007) Y  - -4,504,265.588 (meters)                     COMP
 DI0663  NAD 83(2007) Z  -  4,482,427.723 (meters)                     COMP
 DI0663  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC09
 DI0663  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 DI0663  DYNAMIC HEIGHT  -        330.118 (meters)     1083.06  (feet) COMP
 DI0663  MODELED GRAVITY -    980,521.2   (mgal)                       NAVD 88
 DI0663
 DI0663  HORZ ORDER      -  FIRST
 DI0663  VERT ORDER      -  SECOND    CLASS I
 DI0663  ELLP ORDER      -  THIRD     CLASS I
 DI0663
 DI0663.The horizontal coordinates were established by GPS observations
 DI0663.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0663
 DI0663.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0663.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0663
 DI0663.The horizontal coordinates are valid at the epoch date displayed above
 DI0663.which is a decimal equivalence of Year/Month/Day.
 DI0663
 DI0663.The orthometric height was determined by differential leveling and
 DI0663.adjusted in November 2011.
 DI0663
 DI0663.Photographs are available for this station.
 DI0663
 DI0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0663
 DI0663.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0663
 DI0663.The ellipsoidal height was determined by GPS observations
 DI0663.and is referenced to NAD 83.
 DI0663
 DI0663.The dynamic height is computed by dividing the NAVD 88
 DI0663.geopotential number by the normal gravity value computed on the
 DI0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0663.degrees latitude (g = 980.6199 gals.).
 DI0663
 DI0663.The modeled gravity was interpolated from observed gravity values.
 DI0663
 DI0663. The following values were computed from the NAD 83(2007) position.
 DI0663
 DI0663;                    North         East     Units Scale Factor Converg.
 DI0663;SPC MN S     -   315,673.406   704,683.098   MT  0.99995060   -0 50 47.2
 DI0663;SPC MN S     - 1,035,671.83  2,311,947.80   sFT  0.99995060   -0 50 47.2
 DI0663;UTM  15      - 4,978,066.330   325,808.109   MT  0.99997312   -1 33 34.7
 DI0663
 DI0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0663!SPC MN S     -   0.99995244  x   0.99995060  =   0.99990304
 DI0663!UTM  15      -   0.99995244  x   0.99997312  =   0.99992556
 DI0663
 DI0663                          SUPERSEDED SURVEY CONTROL
 DI0663
 DI0663  NAD 83(1996)-  44 56 04.88971(N)    095 12 27.42964(W) AD(       ) 1
 DI0663  ELLIP H (06/12/06)  303.389  (m)                       GP(       ) 4 1
 DI0663  NAVD 88 (06/12/06)  330.15   (m)         1083.2    (f) LEVELING    3  
 DI0663
 DI0663.Superseded values are not recommended for survey control.
 DI0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0663.See file dsdata.txt to determine how the superseded data were derived.
 DI0663
 DI0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2580878066(NAD 83)
 DI0663
 DI0663_MARKER: DD = SURVEY DISK
 DI0663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0663_STAMPING: 3401 H 2006
 DI0663_MARK LOGO: MNDT  
 DI0663_PROJECTION: FLUSH
 DI0663_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0663+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0663_ROD/PIPE-DEPTH:  5.5 meters
 DI0663
 DI0663  HISTORY     - Date     Condition        Report By
 DI0663  HISTORY     - 2006     MONUMENTED       MNDT
 DI0663
 DI0663                          STATION DESCRIPTION
 DI0663
 DI0663'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0663'1.0 MILES WEST OF PRINSBURG, 1.05 MILES WEST ALONG TRUNK HIGHWAY 7
 DI0663'FROM JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1 IN PRINSBURG, AT
 DI0663'TRUNK HIGHWAY 7 MILEPOINT 99.3, 161.8 FEET EAST OF DRIVEWAY NUMBER
 DI0663'12105, 68.8 FEET SOUTH OF TRUNK HIGHWAY 7, 39.6 FEET WEST OF 120TH
 DI0663'STREET SOUTHWEST, 0.9 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0664 ***********************************************************************
 DI0664  DESIGNATION -  3401 J
 DI0664  PID         -  DI0664
 DI0664  STATE/COUNTY-  MN/KANDIYOHI
 DI0664  COUNTRY     -  US
 DI0664  USGS QUAD   -  PRINSBURG (1965)
 DI0664
 DI0664                         *CURRENT SURVEY CONTROL
 DI0664  ______________________________________________________________________
 DI0664* NAD 83(2007) POSITION- 44 56 07.01822(N) 095 14 54.86173(W)   ADJUSTED  
 DI0664* NAD 83(2007) ELLIP HT-   299.492 (meters)        (08/23/10)   ADJUSTED
 DI0664* NAD 83(2007) EPOCH   -  2002.00
 DI0664* NAVD 88 ORTHO HEIGHT -   326.251  (meters)    1070.38  (feet) ADJUSTED  
 DI0664  ______________________________________________________________________
 DI0664  NAD 83(2007) X  -   -413,739.156 (meters)                     COMP
 DI0664  NAD 83(2007) Y  - -4,503,922.070 (meters)                     COMP
 DI0664  NAD 83(2007) Z  -  4,482,471.494 (meters)                     COMP
 DI0664  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC09
 DI0664  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 DI0664  DYNAMIC HEIGHT  -        326.222 (meters)     1070.28  (feet) COMP
 DI0664  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 DI0664
 DI0664  HORZ ORDER      -  FIRST
 DI0664  VERT ORDER      -  SECOND    CLASS I
 DI0664  ELLP ORDER      -  THIRD     CLASS I
 DI0664
 DI0664.The horizontal coordinates were established by GPS observations
 DI0664.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0664
 DI0664.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0664.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0664
 DI0664.The horizontal coordinates are valid at the epoch date displayed above
 DI0664.which is a decimal equivalence of Year/Month/Day.
 DI0664
 DI0664.The orthometric height was determined by differential leveling and
 DI0664.adjusted in November 2011.
 DI0664
 DI0664.Photographs are available for this station.
 DI0664
 DI0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0664
 DI0664.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0664
 DI0664.The ellipsoidal height was determined by GPS observations
 DI0664.and is referenced to NAD 83.
 DI0664
 DI0664.The dynamic height is computed by dividing the NAVD 88
 DI0664.geopotential number by the normal gravity value computed on the
 DI0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0664.degrees latitude (g = 980.6199 gals.).
 DI0664
 DI0664.The modeled gravity was interpolated from observed gravity values.
 DI0664
 DI0664. The following values were computed from the NAD 83(2007) position.
 DI0664
 DI0664;                    North         East     Units Scale Factor Converg.
 DI0664;SPC MN S     -   315,787.652   701,451.927   MT  0.99995067   -0 52 30.6
 DI0664;SPC MN S     - 1,036,046.65  2,301,346.86   sFT  0.99995067   -0 52 30.6
 DI0664;UTM  15      - 4,978,220.797   322,578.516   MT  0.99998708   -1 35 18.9
 DI0664
 DI0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0664!SPC MN S     -   0.99995305  x   0.99995067  =   0.99990372
 DI0664!UTM  15      -   0.99995305  x   0.99998708  =   0.99994013
 DI0664
 DI0664|---------------------------------------------------------------------|
 DI0664| PID    Reference Object                     Distance      Geod. Az  |
 DI0664|                                                           dddmmss.s |
 DI0664| AA6259 PRINS                               382.940 METERS 25715     |
 DI0664|---------------------------------------------------------------------|
 DI0664
 DI0664                          SUPERSEDED SURVEY CONTROL
 DI0664
 DI0664  NAD 83(1996)-  44 56 07.01778(N)    095 14 54.86128(W) AD(       ) 1
 DI0664  ELLIP H (06/12/06)  299.516  (m)                       GP(       ) 4 1
 DI0664  NAVD 88 (06/12/06)  326.25   (m)         1070.4    (f) LEVELING    3  
 DI0664
 DI0664.Superseded values are not recommended for survey control.
 DI0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0664.See file dsdata.txt to determine how the superseded data were derived.
 DI0664
 DI0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2257878220(NAD 83)
 DI0664
 DI0664_MARKER: DD = SURVEY DISK
 DI0664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0664_STAMPING: 3401 J 2006
 DI0664_MARK LOGO: MNDT  
 DI0664_PROJECTION: FLUSH
 DI0664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0664+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0664_ROD/PIPE-DEPTH:  4.6 meters
 DI0664
 DI0664  HISTORY     - Date     Condition        Report By
 DI0664  HISTORY     - 2006     MONUMENTED       MNDT
 DI0664
 DI0664                          STATION DESCRIPTION
 DI0664
 DI0664'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0664'3.0 MILES WEST OF PRINSBURG, 3.0 MILES WEST ALONG TRUNK HIGHWAY 7 FROM
 DI0664'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1 IN PRINSBURG, AT
 DI0664'KANDIYOHI AND CHIPPEWA COUNTY LINE, AT TRUNK HIGHWAY 7 MILEPOINT 97.3,
 DI0664'120 FEET NORTH OF TRUNK HIGHWAY 7, 41.5 FEET SOUTH OF FIELD ENTERANCE,
 DI0664'34.7 FEET EAST OF KANDIYOHI AND CHIPPEWA COUNTY LINE ROAD, 0.9 FEET
 DI0664'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1455 ***********************************************************************
 PQ1455  DESIGNATION -  3402 A
 PQ1455  PID         -  PQ1455
 PQ1455  STATE/COUNTY-  MN/KANDIYOHI
 PQ1455  COUNTRY     -  US
 PQ1455  USGS QUAD   -  THORPE (1982)
 PQ1455
 PQ1455                         *CURRENT SURVEY CONTROL
 PQ1455  ______________________________________________________________________
 PQ1455* NAD 83(1986) POSITION- 44 56 10.     (N) 094 50 51.     (W)   SCALED    
 PQ1455* NAVD 88 ORTHO HEIGHT -   336.710  (meters)    1104.69  (feet) ADJUSTED  
 PQ1455  ______________________________________________________________________
 PQ1455  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PQ1455  DYNAMIC HEIGHT  -        336.683 (meters)     1104.60  (feet) COMP
 PQ1455  MODELED GRAVITY -    980,527.6   (mgal)                       NAVD 88
 PQ1455
 PQ1455  VERT ORDER      -  SECOND    CLASS I
 PQ1455
 PQ1455.The horizontal coordinates were scaled from a topographic map and have
 PQ1455.an estimated accuracy of +/- 6 seconds.
 PQ1455.
 PQ1455.The orthometric height was determined by differential leveling and
 PQ1455.adjusted in June 1995.
 PQ1455
 PQ1455.The dynamic height is computed by dividing the NAVD 88
 PQ1455.geopotential number by the normal gravity value computed on the
 PQ1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1455.degrees latitude (g = 980.6199 gals.).
 PQ1455
 PQ1455.The modeled gravity was interpolated from observed gravity values.
 PQ1455
 PQ1455;                    North         East    Units  Estimated Accuracy
 PQ1455;SPC MN S     -   315,470.      733,110.      MT  (+/- 180 meters Scaled)
 PQ1455
 PQ1455                          SUPERSEDED SURVEY CONTROL
 PQ1455
 PQ1455.No superseded survey control is available for this station.
 PQ1455
 PQ1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK542775(NAD 83)
 PQ1455
 PQ1455_MARKER: DB = BENCH MARK DISK
 PQ1455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1455_SP_SET: BOX CULVERT HEADWALL
 PQ1455_STAMPING: 3402 A 1950
 PQ1455_MARK LOGO: MNHD  
 PQ1455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1455+STABILITY: SURFACE MOTION
 PQ1455
 PQ1455  HISTORY     - Date     Condition        Report By
 PQ1455  HISTORY     - 1950     MONUMENTED       MNHD
 PQ1455  HISTORY     - 19780724 GOOD             MNDT
 PQ1455
 PQ1455                          STATION DESCRIPTION
 PQ1455
 PQ1455'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1455'THE MARK IS LOCATED 1.6 MILES (2.6 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ1455'FROM ITS JUNCTION WITH COUNTY ROAD 8 JUST SOUTH OF LAKE LILLIAN, IN
 PQ1455'THE NE 1/4 OF SECTION 20, T117N, R33W, NEAR TRUNK HIGHWAY 7 MILEPOINT
 PQ1455'116.9.  THE MARK IS IN THE TOP OF THE HEADWALL IN THE SOUTHEAST
 PQ1455'CORNER OF A 36-FOOT BY 10-FOOT TWIN BOX CULVERT AT THE SOUTH FORK OF
 PQ1455'THE CROW RIVER, 18.3 FEET (5.6 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1455'HIGHWAY 7.  THE MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---3402
 PQ1455'A 1950---, IS SET IN A DRILL HOLE IN THE TOP OF THE HEADWALL THAT IS
 PQ1455'ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1458 ***********************************************************************
 PQ1458  DESIGNATION -  3402 A 1
 PQ1458  PID         -  PQ1458
 PQ1458  STATE/COUNTY-  MN/KANDIYOHI
 PQ1458  COUNTRY     -  US
 PQ1458  USGS QUAD   -  THORPE (1982)
 PQ1458
 PQ1458                         *CURRENT SURVEY CONTROL
 PQ1458  ______________________________________________________________________
 PQ1458* NAD 83(2007) POSITION- 44 55 43.34656(N) 094 50 21.04188(W)   ADJUSTED  
 PQ1458* NAD 83(2007) ELLIP HT-   311.190 (meters)        (08/23/10)   ADJUSTED
 PQ1458* NAD 83(2007) EPOCH   -  2002.00
 PQ1458* NAVD 88 ORTHO HEIGHT -   338.068  (meters)    1109.14  (feet) ADJUSTED  
 PQ1458  ______________________________________________________________________
 PQ1458  NAD 83(2007) X  -   -381,591.320 (meters)                     COMP
 PQ1458  NAD 83(2007) Y  - -4,507,285.884 (meters)                     COMP
 PQ1458  NAD 83(2007) Z  -  4,481,962.411 (meters)                     COMP
 PQ1458  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC09
 PQ1458  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 PQ1458  DYNAMIC HEIGHT  -        338.041 (meters)     1109.06  (feet) COMP
 PQ1458  MODELED GRAVITY -    980,526.9   (mgal)                       NAVD 88
 PQ1458
 PQ1458  HORZ ORDER      -  FIRST
 PQ1458  VERT ORDER      -  SECOND    CLASS I
 PQ1458  ELLP ORDER      -  THIRD     CLASS I
 PQ1458
 PQ1458.The horizontal coordinates were established by GPS observations
 PQ1458.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1458
 PQ1458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1458.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1458
 PQ1458.The horizontal coordinates are valid at the epoch date displayed above
 PQ1458.which is a decimal equivalence of Year/Month/Day.
 PQ1458
 PQ1458.The orthometric height was determined by differential leveling and
 PQ1458.adjusted in June 1995.
 PQ1458
 PQ1458.Photographs are available for this station.
 PQ1458
 PQ1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1458
 PQ1458.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1458
 PQ1458.The ellipsoidal height was determined by GPS observations
 PQ1458.and is referenced to NAD 83.
 PQ1458
 PQ1458.The dynamic height is computed by dividing the NAVD 88
 PQ1458.geopotential number by the normal gravity value computed on the
 PQ1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1458.degrees latitude (g = 980.6199 gals.).
 PQ1458
 PQ1458.The modeled gravity was interpolated from observed gravity values.
 PQ1458
 PQ1458. The following values were computed from the NAD 83(2007) position.
 PQ1458
 PQ1458;                    North         East     Units Scale Factor Converg.
 PQ1458;SPC MN S     -   314,644.344   733,755.933   MT  0.99994981   -0 35 17.5
 PQ1458;SPC MN S     - 1,032,295.65  2,407,330.92   sFT  0.99994981   -0 35 17.5
 PQ1458;UTM  15      - 4,976,676.110   354,864.869   MT  0.99985902   -1 17 56.8
 PQ1458
 PQ1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1458!SPC MN S     -   0.99995121  x   0.99994981  =   0.99990102
 PQ1458!UTM  15      -   0.99995121  x   0.99985902  =   0.99981024
 PQ1458
 PQ1458:                Primary Azimuth Mark                     Grid Az
 PQ1458:SPC MN S     -  3402 A 2                                 180 38 23.2
 PQ1458:UTM  15      -  3402 A 2                                 181 21 02.5
 PQ1458
 PQ1458|---------------------------------------------------------------------|
 PQ1458| PID    Reference Object                     Distance      Geod. Az  |
 PQ1458|                                                           dddmmss.s |
 PQ1458| PQ1444 3402 A 2                            APPROX. 0.8 KM 1800305.7 |
 PQ1458|---------------------------------------------------------------------|
 PQ1458
 PQ1458                          SUPERSEDED SURVEY CONTROL
 PQ1458
 PQ1458  NAD 83(1996)-  44 55 43.34612(N)    094 50 21.04134(W) AD(       ) 1
 PQ1458  ELLIP H (06/12/06)  311.229  (m)                       GP(       ) 4 1
 PQ1458  NAVD 88 (06/12/06)  338.08   (m)         1109.2    (f) LEVELING    3  
 PQ1458
 PQ1458.Superseded values are not recommended for survey control.
 PQ1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1458.See file dsdata.txt to determine how the superseded data were derived.
 PQ1458
 PQ1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5486476676(NAD 83)
 PQ1458
 PQ1458_MARKER: DB = BENCH MARK DISK
 PQ1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1458_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1458_STAMPING: 3402 A 1 1978
 PQ1458_MARK LOGO: MNDT  
 PQ1458_PROJECTION: FLUSH
 PQ1458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1458+STABILITY: SURFACE MOTION
 PQ1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1458+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 PQ1458
 PQ1458  HISTORY     - Date     Condition        Report By
 PQ1458  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1458  HISTORY     - 20051220 GOOD             MNDT
 PQ1458
 PQ1458                          STATION DESCRIPTION
 PQ1458
 PQ1458'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1458'THE MARK IS LOCATED 0.5 MILE (0.8 KM) SOUTH ALONG COUNTY ROAD 45 FROM
 PQ1458'ITS JUNCTION WITH TRUNK HIGHWAY 7 AT A POINT ON TRUNK HIGHWAY 7 THAT
 PQ1458'IS 2 MILES (3.2 KM) EAST OF ITS JUNCTION WITH COUNTY ROAD 8 JUST
 PQ1458'SOUTH OF LAKE LILLIAN, IN THE SW 1/4 OF SECTION 21, T117N, R33W.  THE
 PQ1458'MARK IS 54 FEET (16.5 M) EAST OF THE CENTER OF COUNTY ROAD 45, 17
 PQ1458'FEET (5.2 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, 21.5 FEET (6.6
 PQ1458'M) EAST OF THE NORTH END OF A 24-INCH DIAMETER CONCRETE CULVERT UNDER
 PQ1458'THE FIELD ENTRANCE TO THE EAST, 5.6 FEET (1.7 M) EAST OF A STEEL
 PQ1458'RIGHT-OF-WAY SIGN POST, 4.4 FEET (1.3 M) EAST OF A POWER POLE, AND
 PQ1458'0.6 FOOT (18.3 CM) WEST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1458'STANDARD MNDT BENCH MARK DISK STAMPED---3402 A1 1978---, IS SET IN
 PQ1458'THE TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT 1 FOOT (0.3
 PQ1458'M) BELOW THE LEVEL OF COUNTY ROAD 45 AND IS BURIED 6 INCHES BELOW THE
 PQ1458'SURFACE OF THE GROUND.
 PQ1458
 PQ1458                          STATION RECOVERY (2005)
 PQ1458
 PQ1458'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PQ1458'2.2 MILES SOUTHEAST OF LAKE LILLIAN, 0.5 MILES SOUTH OF JUNCTION OF
 PQ1458'COUNTY ROAD 74 AND TRUNK HIGHWAY 7, 54 FEET EAST OF COUNTY ROAD 74, 17
 PQ1458'FEET NORTH OF FIELD ENTRANCE, 21.5 FEET EAST OF NORTH END OF CONCRETE
 PQ1458'CULVERT, 5.6 FEET EAST OF RIGHT OF WAY POST, 4.4 FEET EAST OF POWER
 PQ1458'POLE, 0.6 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1444 ***********************************************************************
 PQ1444  DESIGNATION -  3402 A 2
 PQ1444  PID         -  PQ1444
 PQ1444  STATE/COUNTY-  MN/KANDIYOHI
 PQ1444  COUNTRY     -  US
 PQ1444  USGS QUAD   -  THORPE (1982)
 PQ1444
 PQ1444                         *CURRENT SURVEY CONTROL
 PQ1444  ______________________________________________________________________
 PQ1444* NAD 83(2007) POSITION- 44 55 17.79089(N) 094 50 21.07427(W)   ADJUSTED  
 PQ1444* NAD 83(2007) ELLIP HT-   311.094 (meters)        (08/23/10)   ADJUSTED
 PQ1444* NAD 83(2007) EPOCH   -  2002.00
 PQ1444* NAVD 88 ORTHO HEIGHT -   338.009  (meters)    1108.95  (feet) ADJUSTED  
 PQ1444  ______________________________________________________________________
 PQ1444  NAD 83(2007) X  -   -381,639.021 (meters)                     COMP
 PQ1444  NAD 83(2007) Y  - -4,507,840.899 (meters)                     COMP
 PQ1444  NAD 83(2007) Z  -  4,481,403.757 (meters)                     COMP
 PQ1444  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC09
 PQ1444  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 PQ1444  DYNAMIC HEIGHT  -        337.982 (meters)     1108.86  (feet) COMP
 PQ1444  MODELED GRAVITY -    980,525.8   (mgal)                       NAVD 88
 PQ1444
 PQ1444  HORZ ORDER      -  FIRST
 PQ1444  VERT ORDER      -  SECOND    CLASS I
 PQ1444  ELLP ORDER      -  THIRD     CLASS I
 PQ1444
 PQ1444.The horizontal coordinates were established by GPS observations
 PQ1444.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1444
 PQ1444.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1444.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1444
 PQ1444.The horizontal coordinates are valid at the epoch date displayed above
 PQ1444.which is a decimal equivalence of Year/Month/Day.
 PQ1444
 PQ1444.The orthometric height was determined by differential leveling and
 PQ1444.adjusted in June 1995.
 PQ1444
 PQ1444.Photographs are available for this station.
 PQ1444
 PQ1444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1444
 PQ1444.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1444
 PQ1444.The ellipsoidal height was determined by GPS observations
 PQ1444.and is referenced to NAD 83.
 PQ1444
 PQ1444.The dynamic height is computed by dividing the NAVD 88
 PQ1444.geopotential number by the normal gravity value computed on the
 PQ1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1444.degrees latitude (g = 980.6199 gals.).
 PQ1444
 PQ1444.The modeled gravity was interpolated from observed gravity values.
 PQ1444
 PQ1444. The following values were computed from the NAD 83(2007) position.
 PQ1444
 PQ1444;                    North         East     Units Scale Factor Converg.
 PQ1444;SPC MN S     -   313,855.541   733,747.125   MT  0.99994889   -0 35 17.6
 PQ1444;SPC MN S     - 1,029,707.72  2,407,302.03   sFT  0.99994889   -0 35 17.6
 PQ1444;UTM  15      - 4,975,887.549   354,846.277   MT  0.99985909   -1 17 56.2
 PQ1444
 PQ1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1444!SPC MN S     -   0.99995123  x   0.99994889  =   0.99990012
 PQ1444!UTM  15      -   0.99995123  x   0.99985909  =   0.99981032
 PQ1444
 PQ1444:                Primary Azimuth Mark                     Grid Az
 PQ1444:SPC MN S     -  3402 A 1                                 000 38 23.3
 PQ1444:UTM  15      -  3402 A 1                                 001 21 01.9
 PQ1444
 PQ1444|---------------------------------------------------------------------|
 PQ1444| PID    Reference Object                     Distance      Geod. Az  |
 PQ1444|                                                           dddmmss.s |
 PQ1444| PQ1458 3402 A 1                            APPROX. 0.8 KM 0000305.7 |
 PQ1444| DI0665 3402 K                              APPROX. 1.6 KM 3595313.2 |
 PQ1444|---------------------------------------------------------------------|
 PQ1444
 PQ1444                          SUPERSEDED SURVEY CONTROL
 PQ1444
 PQ1444  NAD 83(1996)-  44 55 17.79045(N)    094 50 21.07373(W) AD(       ) 1
 PQ1444  ELLIP H (06/12/06)  311.134  (m)                       GP(       ) 4 1
 PQ1444  NAVD 88 (06/12/06)  338.01   (m)         1109.0    (f) LEVELING    3  
 PQ1444
 PQ1444.Superseded values are not recommended for survey control.
 PQ1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1444.See file dsdata.txt to determine how the superseded data were derived.
 PQ1444
 PQ1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5484675887(NAD 83)
 PQ1444
 PQ1444_MARKER: DB = BENCH MARK DISK
 PQ1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1444_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1444_STAMPING: 3402 A 2 1978
 PQ1444_MARK LOGO: MNDT  
 PQ1444_PROJECTION: RECESSED 30 CENTIMETERS
 PQ1444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1444+STABILITY: SURFACE MOTION
 PQ1444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1444+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2005
 PQ1444
 PQ1444  HISTORY     - Date     Condition        Report By
 PQ1444  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1444  HISTORY     - 20051220 GOOD             MNDT
 PQ1444
 PQ1444                          STATION DESCRIPTION
 PQ1444
 PQ1444'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1444'THE MARK IS LOCATED 1 MILE (1.6 KM) SOUTH ALONG COUNTY ROAD 45 FROM
 PQ1444'ITS JUNCTION WITH TRUNK HIGHWAY 7 AT A POINT ON TRUNK HIGHWAY 7 THAT
 PQ1444'IS 2 MILES (3.2 KM) EAST OF ITS JUNCTION WITH COUNTY ROAD 8 JUST
 PQ1444'SOUTH OF LAKE LILLIAN, IN THE SW 1/4 OF SECTION 21, T117N, R33W, IN
 PQ1444'THE NORTHEAST QUADRANT OF THE INTERSECTION OF A TOWNSHIP ROAD AND
 PQ1444'COUNTY ROAD 45.  THE MARK IS 53 FEET (16.2 M) EAST OF THE CENTER OF
 PQ1444'COUNTY ROAD 45, 67 FEET (20.4 M) NORTH OF THE CENTER OF A TOWNSHIP
 PQ1444'ROAD, 33.6 FEET (10.2 M) NORTH OF POWER POLE NUMBER 4 255 T16, 44.4
 PQ1444'FEET (13.5 M) SOUTHEAST OF THE EAST END OF A 30-INCH DIAMETER
 PQ1444'CONCRETE CULVERT UNDER COUNTY ROAD 45, AND 0.7 FOOT (21.3 CM) WEST OF
 PQ1444'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1444'STAMPED---3402 A2 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 PQ1444'CONCRETE POST THAT IS ABOUT LEVEL WITH THE ROADS AND IS BURIED 6
 PQ1444'INCHES BELOW THE SURFACE OF THE GROUND.
 PQ1444
 PQ1444                          STATION RECOVERY (2005)
 PQ1444
 PQ1444'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PQ1444'2.5 MILES SOUTHEAST OF LAKE LILLIAN, 1.0 MILES SOUTH OF JUNCTION OF
 PQ1444'COUNTY ROAD 74 AND TRUNK HIGHWAY 7, 53.3 FEET EAST OF COUNTY ROAD 74,
 PQ1444'67.2 FEET NORTH OF TOWNSHIP ROAD, 33.6 FEET NORTH OF POWER POLE, 44.4
 PQ1444'FEET SOUTHEAST OF EAST END OF 30 INCH CONCRETE CULVERT, 1.0 FEET SOUTH
 PQ1444'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1418 ***********************************************************************
 PQ1418  DESIGNATION -  3402 B
 PQ1418  PID         -  PQ1418
 PQ1418  STATE/COUNTY-  MN/KANDIYOHI
 PQ1418  COUNTRY     -  US
 PQ1418  USGS QUAD   -  BLOMKEST (1965)
 PQ1418
 PQ1418                         *CURRENT SURVEY CONTROL
 PQ1418  ______________________________________________________________________
 PQ1418* NAD 83(1986) POSITION- 44 56 06.     (N) 095 01 23.     (W)   SCALED    
 PQ1418* NAVD 88 ORTHO HEIGHT -   340.906  (meters)    1118.46  (feet) ADJUSTED  
 PQ1418  ______________________________________________________________________
 PQ1418  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 PQ1418  DYNAMIC HEIGHT  -        340.878 (meters)     1118.36  (feet) COMP
 PQ1418  MODELED GRAVITY -    980,526.6   (mgal)                       NAVD 88
 PQ1418
 PQ1418  VERT ORDER      -  SECOND    CLASS I
 PQ1418
 PQ1418.The horizontal coordinates were scaled from a topographic map and have
 PQ1418.an estimated accuracy of +/- 6 seconds.
 PQ1418.
 PQ1418.The orthometric height was determined by differential leveling and
 PQ1418.adjusted in June 1995.
 PQ1418
 PQ1418.The dynamic height is computed by dividing the NAVD 88
 PQ1418.geopotential number by the normal gravity value computed on the
 PQ1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1418.degrees latitude (g = 980.6199 gals.).
 PQ1418
 PQ1418.The modeled gravity was interpolated from observed gravity values.
 PQ1418
 PQ1418;                    North         East    Units  Estimated Accuracy
 PQ1418;SPC MN S     -   315,510.      719,250.      MT  (+/- 180 meters Scaled)
 PQ1418
 PQ1418                          SUPERSEDED SURVEY CONTROL
 PQ1418
 PQ1418.No superseded survey control is available for this station.
 PQ1418
 PQ1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK403777(NAD 83)
 PQ1418
 PQ1418_MARKER: DB = BENCH MARK DISK
 PQ1418_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1418_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1418_STAMPING: 3402 B 1978
 PQ1418_MARK LOGO: MNDT  
 PQ1418_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1418+STABILITY: SURFACE MOTION
 PQ1418
 PQ1418  HISTORY     - Date     Condition        Report By
 PQ1418  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1418
 PQ1418                          STATION DESCRIPTION
 PQ1418
 PQ1418'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1418'THE MARK IS LOCATED 1 MILE (1.6 KM) EAST ALONG TRUNK HIGHWAY 7 FROM
 PQ1418'ITS INTERSECTION WITH TRUNK HIGHWAY 71, SOUTHWEST OF BLOMKEST, IN THE
 PQ1418'NW 1/4 OF SECTION 24, T117N, R35W, NEAR TRUNK HIGHWAY 7 MILEPOINT
 PQ1418'108.4.  THE MARK IS 6 FEET (1.8 M) NORTH OF THE NORTH LEG OF A
 PQ1418'VAC-U-VATOR SIGN, 2.2 FEET (0.7 M) WEST OF A RIGHT-OF-WAY SIGN POST,
 PQ1418'82 FEET (25.0 M) EAST OF THE CENTER OF COUNTY ROAD 122, 74.7 FEET
 PQ1418'(22.8 M) SOUTHWEST OF POWER POLE NUMBER W122, 125 FEET (38.1 M) SOUTH
 PQ1418'OF THE CENTERLINE OF TRUNK HIGHWAY 7, AND 0.4 FOOT (12.2 CM) WEST OF
 PQ1418'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1418'STAMPED---3402 B 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 PQ1418'CONCRETE POST THAT IS ABOUT LEVEL WITH TRUNK HIGHWAY 7 AND PROJECTS 2
 PQ1418'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1419 ***********************************************************************
 PQ1419  DESIGNATION -  3402 B 1
 PQ1419  PID         -  PQ1419
 PQ1419  STATE/COUNTY-  MN/KANDIYOHI
 PQ1419  COUNTRY     -  US
 PQ1419  USGS QUAD   -  BLOMKEST (1965)
 PQ1419
 PQ1419                         *CURRENT SURVEY CONTROL
 PQ1419  ______________________________________________________________________
 PQ1419* NAD 83(2007) POSITION- 44 55 14.75848(N) 095 01 24.08677(W)   ADJUSTED  
 PQ1419* NAD 83(2007) ELLIP HT-   315.967 (meters)        (08/23/10)   ADJUSTED
 PQ1419* NAD 83(2007) EPOCH   -  2002.00
 PQ1419* NAVD 88 ORTHO HEIGHT -   342.819  (meters)    1124.73  (feet) ADJUSTED  
 PQ1419  ______________________________________________________________________
 PQ1419  NAD 83(2007) X  -   -396,133.008 (meters)                     COMP
 PQ1419  NAD 83(2007) Y  - -4,506,660.169 (meters)                     COMP
 PQ1419  NAD 83(2007) Z  -  4,481,340.913 (meters)                     COMP
 PQ1419  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC09
 PQ1419  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 PQ1419  DYNAMIC HEIGHT  -        342.790 (meters)     1124.64  (feet) COMP
 PQ1419  MODELED GRAVITY -    980,524.0   (mgal)                       NAVD 88
 PQ1419
 PQ1419  HORZ ORDER      -  FIRST
 PQ1419  VERT ORDER      -  SECOND    CLASS I
 PQ1419  ELLP ORDER      -  THIRD     CLASS I
 PQ1419
 PQ1419.The horizontal coordinates were established by GPS observations
 PQ1419.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1419
 PQ1419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1419.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1419
 PQ1419.The horizontal coordinates are valid at the epoch date displayed above
 PQ1419.which is a decimal equivalence of Year/Month/Day.
 PQ1419
 PQ1419.The orthometric height was determined by differential leveling and
 PQ1419.adjusted in June 1995.
 PQ1419
 PQ1419.Photographs are available for this station.
 PQ1419
 PQ1419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1419
 PQ1419.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1419
 PQ1419.The ellipsoidal height was determined by GPS observations
 PQ1419.and is referenced to NAD 83.
 PQ1419
 PQ1419.The dynamic height is computed by dividing the NAVD 88
 PQ1419.geopotential number by the normal gravity value computed on the
 PQ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1419.degrees latitude (g = 980.6199 gals.).
 PQ1419
 PQ1419.The modeled gravity was interpolated from observed gravity values.
 PQ1419
 PQ1419. The following values were computed from the NAD 83(2007) position.
 PQ1419
 PQ1419;                    North         East     Units Scale Factor Converg.
 PQ1419;SPC MN S     -   313,927.594   719,206.623   MT  0.99994879   -0 43 02.3
 PQ1419;SPC MN S     - 1,029,944.11  2,359,597.06   sFT  0.99994879   -0 43 02.3
 PQ1419;UTM  15      - 4,976,140.075   340,308.705   MT  0.99991358   -1 25 44.6
 PQ1419
 PQ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1419!SPC MN S     -   0.99995046  x   0.99994879  =   0.99989926
 PQ1419!UTM  15      -   0.99995046  x   0.99991358  =   0.99986405
 PQ1419
 PQ1419                          SUPERSEDED SURVEY CONTROL
 PQ1419
 PQ1419  NAD 83(1996)-  44 55 14.75796(N)    095 01 24.08618(W) AD(       ) 1
 PQ1419  ELLIP H (06/12/06)  315.999  (m)                       GP(       ) 4 1
 PQ1419  NAVD 88 (06/12/06)  342.82   (m)         1124.7    (f) LEVELING    3  
 PQ1419
 PQ1419.Superseded values are not recommended for survey control.
 PQ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1419.See file dsdata.txt to determine how the superseded data were derived.
 PQ1419
 PQ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4030876140(NAD 83)
 PQ1419
 PQ1419_MARKER: DB = BENCH MARK DISK
 PQ1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1419_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1419_STAMPING: 3402 B 1 1978
 PQ1419_MARK LOGO: MNDT  
 PQ1419_PROJECTION: FLUSH
 PQ1419_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1419+STABILITY: SURFACE MOTION
 PQ1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1419+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 PQ1419
 PQ1419  HISTORY     - Date     Condition        Report By
 PQ1419  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1419  HISTORY     - 20051219 GOOD             MNDT
 PQ1419
 PQ1419                          STATION DESCRIPTION
 PQ1419
 PQ1419'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1419'THE MARK IS LOCATED 1 MILE (1.6 KM) SOUTH ALONG COUNTY ROAD 122 FROM
 PQ1419'ITS INTERSECTION WITH TRUNK HIGHWAY 7 AT A POINT ON TRUNK HIGHWAY 7
 PQ1419'THAT IS 1 MILE (1.6 KM) EAST OF TRUNK HIGHWAY 71, SOUTHWEST OF
 PQ1419'BLOMKEST, IN THE NW 1/4 OF SECTION 25, T117N, R35W.  THE MARK IS 8.4
 PQ1419'FEET (2.6 M) EAST-NORTHEAST OF POWER POLE NUMBER 4AA84, 7 FEET (2.1
 PQ1419'M) EAST-NORTHEAST OF A STEEL PIPE CORNER FENCEPOST, 52 FEET (15.8 M)
 PQ1419'EAST OF THE CENTER OF COUNTY ROAD 122, 43 FEET (13.1 M) SOUTH OF THE
 PQ1419'CENTER OF COUNTY ROAD 78, AND 0.4 FOOT (12.2 CM) NORTH OF A STEEL
 PQ1419'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1419'STAMPED---3402 B1 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 PQ1419'CONCRETE POST THAT IS ABOUT LEVEL WITH THE COUNTY ROADS AND PROJECTS
 PQ1419'2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ1419
 PQ1419                          STATION RECOVERY (2005)
 PQ1419
 PQ1419'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PQ1419'1.5 MILES SOUTH OF BLOMKEST, 1.0 MILES SOUTH OF JUNCTION OF COUNTY
 PQ1419'ROAD 122 AND TRUNK HIGHWAY 7, 52 FEET EAST OF COUNTY ROAD 122, 43 FEET
 PQ1419'SOUTH OF COUNTY ROAD 78, 8.4 FEET EAST-NORTHEAST OF POWER POLE 4AA84,
 PQ1419'0.4 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1417 ***********************************************************************
 PQ1417  DESIGNATION -  3402 C
 PQ1417  PID         -  PQ1417
 PQ1417  STATE/COUNTY-  MN/KANDIYOHI
 PQ1417  COUNTRY     -  US
 PQ1417  USGS QUAD   -  BLOMKEST (1965)
 PQ1417
 PQ1417                         *CURRENT SURVEY CONTROL
 PQ1417  ______________________________________________________________________
 PQ1417* NAD 83(1986) POSITION- 44 56 10.2    (N) 095 00 29.3    (W)   HD_HELD2  
 PQ1417* NAVD 88 ORTHO HEIGHT -   341.849  (meters)    1121.55  (feet) ADJUSTED  
 PQ1417  ______________________________________________________________________
 PQ1417  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 PQ1417  DYNAMIC HEIGHT  -        341.821 (meters)     1121.46  (feet) COMP
 PQ1417  MODELED GRAVITY -    980,527.5   (mgal)                       NAVD 88
 PQ1417
 PQ1417  VERT ORDER      -  SECOND    CLASS I
 PQ1417
 PQ1417.The horizontal coordinates were established by autonomous hand held GPS
 PQ1417.observations and have an estimated accuracy of +/- 10 meters.
 PQ1417.
 PQ1417.The orthometric height was determined by differential leveling and
 PQ1417.adjusted in June 1995.
 PQ1417
 PQ1417.Photographs are available for this station.
 PQ1417
 PQ1417.The dynamic height is computed by dividing the NAVD 88
 PQ1417.geopotential number by the normal gravity value computed on the
 PQ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1417.degrees latitude (g = 980.6199 gals.).
 PQ1417
 PQ1417.The modeled gravity was interpolated from observed gravity values.
 PQ1417
 PQ1417;                    North         East    Units  Estimated Accuracy
 PQ1417;SPC MN S     -   315,624.      720,429.      MT  (+/- 10 meters HH2 GPS)
 PQ1417
 PQ1417                          SUPERSEDED SURVEY CONTROL
 PQ1417
 PQ1417.No superseded survey control is available for this station.
 PQ1417
 PQ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4155277820(NAD 83)
 PQ1417
 PQ1417_MARKER: DV = VERTICAL CONTROL DISK
 PQ1417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1417_SP_SET: WASTE HOLDING TANK
 PQ1417_STAMPING: 3402 C 1978
 PQ1417_MARK LOGO: MNHD  
 PQ1417_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1417+STABILITY: SURFACE MOTION
 PQ1417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1417+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 PQ1417
 PQ1417  HISTORY     - Date     Condition        Report By
 PQ1417  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1417  HISTORY     - 20051219 GOOD             MNDT
 PQ1417
 PQ1417                          STATION DESCRIPTION
 PQ1417
 PQ1417'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1417'THE MARK IS LOCATED 1.75 MILES (2.82 KM) EASTERLY ALONG TRUNK HIGHWAY
 PQ1417'7 FROM ITS INTERSECTION WITH TRUNK HIGHWAY 71, SOUTHWEST OF BLOMKEST,
 PQ1417'IN THE SE 1/4 OF SECTION 13, T117N, R35W, NEAR TRUNK HIGHWAY 7
 PQ1417'MILEPOINT 109.1.  THE MARK IS SET IN A DRILL HOLE IN THE TOP OF A
 PQ1417'3-FOOT BY 7-FOOT CONCRETE WASTE HOLDING TANK AT A MINNESOTA
 PQ1417'DEPARTMENT OF TRANSPORTATION REST AREA TOILET, 0.4 FOOT (12.2 CM)
 PQ1417'NORTHEAST OF THE NORTHEAST CONCRETE BLOCK WALL, 4.5 FEET (1.4 M)
 PQ1417'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING, AND
 PQ1417'73 FEET (22.3 M) NORTH OF THE NORTH EDGE OF THE BLACKTOP DRIVEWAY.
 PQ1417'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1417'STAMPED---3402 C 1978---, IS ABOUT 5 FEET (1.5 M) ABOVE THE LEVEL OF
 PQ1417'THE GROUND.
 PQ1417
 PQ1417                          STATION RECOVERY (2005)
 PQ1417
 PQ1417'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1416 ***********************************************************************
 PQ1416  DESIGNATION -  3402 D
 PQ1416  PID         -  PQ1416
 PQ1416  STATE/COUNTY-  MN/KANDIYOHI
 PQ1416  COUNTRY     -  US
 PQ1416  USGS QUAD   -  LAKE LILLIAN (1982)
 PQ1416
 PQ1416                         *CURRENT SURVEY CONTROL
 PQ1416  ______________________________________________________________________
 PQ1416* NAD 83(1986) POSITION- 44 56 09.8    (N) 094 58 58.5    (W)   HD_HELD2  
 PQ1416* NAVD 88 ORTHO HEIGHT -   340.775  (meters)    1118.03  (feet) ADJUSTED  
 PQ1416  ______________________________________________________________________
 PQ1416  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 PQ1416  DYNAMIC HEIGHT  -        340.747 (meters)     1117.93  (feet) COMP
 PQ1416  MODELED GRAVITY -    980,527.4   (mgal)                       NAVD 88
 PQ1416
 PQ1416  VERT ORDER      -  SECOND    CLASS I
 PQ1416
 PQ1416.The horizontal coordinates were established by autonomous hand held GPS
 PQ1416.observations and have an estimated accuracy of +/- 10 meters.
 PQ1416.
 PQ1416.The orthometric height was determined by differential leveling and
 PQ1416.adjusted in June 1995.
 PQ1416
 PQ1416.Photographs are available for this station.
 PQ1416
 PQ1416.The dynamic height is computed by dividing the NAVD 88
 PQ1416.geopotential number by the normal gravity value computed on the
 PQ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1416.degrees latitude (g = 980.6199 gals.).
 PQ1416
 PQ1416.The modeled gravity was interpolated from observed gravity values.
 PQ1416
 PQ1416;                    North         East    Units  Estimated Accuracy
 PQ1416;SPC MN S     -   315,587.      722,420.      MT  (+/- 10 meters HH2 GPS)
 PQ1416
 PQ1416                          SUPERSEDED SURVEY CONTROL
 PQ1416
 PQ1416.No superseded survey control is available for this station.
 PQ1416
 PQ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4354177759(NAD 83)
 PQ1416
 PQ1416_MARKER: DB = BENCH MARK DISK
 PQ1416_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1416_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1416_STAMPING: 3402 D 1978
 PQ1416_MARK LOGO: MNHD  
 PQ1416_PROJECTION: RECESSED 20 CENTIMETERS
 PQ1416_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1416+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 PQ1416
 PQ1416  HISTORY     - Date     Condition        Report By
 PQ1416  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1416  HISTORY     - 20051219 GOOD             MNDT
 PQ1416
 PQ1416                          STATION DESCRIPTION
 PQ1416
 PQ1416'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1416'THE MARK IS LOCATED 3 MILES (4.8 KM) EASTERLY ALONG TRUNK HIGHWAY 7
 PQ1416'FROM ITS INTERSECTION WITH TRUNK HIGHWAY 71, SOUTHWEST OF BLOMKEST,
 PQ1416'IN THE SE 1/4 OF SECTION 18, T117N, R34W, NEAR TRUNK HIGHWAY 7
 PQ1416'MILEPOINT 110.35.  THE MARK IS 10.6 FEET (3.2 M) EAST-SOUTHEAST OF A
 PQ1416'WOOD CABLE MARKER POST, 25.3 FEET (7.7 M) SOUTHWEST OF POWER POLE
 PQ1416'NUMBER 4AA34, 71.8 FEET (21.9 M) SOUTH OF THE CENTERLINE OF TRUNK
 PQ1416'HIGHWAY 7, 42.2 FEET (12.9 M) WEST-NORTHWEST OF THE WEST END OF A
 PQ1416'24-INCH DIAMETER CONCRETE CULVERT UNDER COUNTY ROAD 81, 65.2 FEET
 PQ1416'(19.9 M) WEST OF THE CENTERLINE OF COUNTY ROAD 81, AND 1.0 FOOT (0.3
 PQ1416'M) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 PQ1416'MARK DISK STAMPED---3402 D 1978---, IS SET IN THE TOP OF A MAGNETIC
 PQ1416'PRECAST CONCRETE POST THAT IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF
 PQ1416'TRUNK HIGHWAY 7.
 PQ1416
 PQ1416                          STATION RECOVERY (2005)
 PQ1416
 PQ1416'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1416'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF PRINSBURG, 5.1 MI
 PQ1416'(8.2 KM) WEST OF LAKE LILLIAN AND 2.0 MI (3.2 KM) EAST-SOUTHEAST OF
 PQ1416'BLOMKEST MINNESOTA.
 PQ1416' 
 PQ1416'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 7 AND TRUNK
 PQ1416'HIGHWAY 71, GO 3 MI (4.8 KM) EAST ON 195TH AVENUE SOUTHEAST/TRUNK
 PQ1416'HIGHWAY 7 TO MILE POINT 110.35 AND MARK ON THE LEFT MARK IN THE
 PQ1416'NORTHWEST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 PQ1416'81.
 PQ1416' 
 PQ1416'THE MARK IS FOUND 71.8 FT (21.9 M) NORTH OF TRUNK HIGHWAY 7, 65.2 FT
 PQ1416'(19.9 M) WEST OF COUNTY ROAD 44, 25.3 FT (7.7 M) SOUTHWEST OF POWER
 PQ1416'POLE NUMBER 4AA36, 10.6 FT (3.2 M) EAST-SOUTHEAST OF A CABLE MARKER
 PQ1416'POST AND 1.0 FT (0.3 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1415 ***********************************************************************
 PQ1415  DESIGNATION -  3402 E
 PQ1415  PID         -  PQ1415
 PQ1415  STATE/COUNTY-  MN/KANDIYOHI
 PQ1415  COUNTRY     -  US
 PQ1415  USGS QUAD   -  LAKE LILLIAN (1982)
 PQ1415
 PQ1415                         *CURRENT SURVEY CONTROL
 PQ1415  ______________________________________________________________________
 PQ1415* NAD 83(1986) POSITION- 44 56 07.5    (N) 094 56 30.7    (W)   HD_HELD2  
 PQ1415* NAVD 88 ORTHO HEIGHT -   339.389  (meters)    1113.48  (feet) ADJUSTED  
 PQ1415  ______________________________________________________________________
 PQ1415  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 PQ1415  DYNAMIC HEIGHT  -        339.361 (meters)     1113.39  (feet) COMP
 PQ1415  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 PQ1415
 PQ1415  VERT ORDER      -  SECOND    CLASS I
 PQ1415
 PQ1415.The horizontal coordinates were established by autonomous hand held GPS
 PQ1415.observations and have an estimated accuracy of +/- 10 meters.
 PQ1415.
 PQ1415.The orthometric height was determined by differential leveling and
 PQ1415.adjusted in June 1995.
 PQ1415
 PQ1415.Photographs are available for this station.
 PQ1415
 PQ1415.The dynamic height is computed by dividing the NAVD 88
 PQ1415.geopotential number by the normal gravity value computed on the
 PQ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1415.degrees latitude (g = 980.6199 gals.).
 PQ1415
 PQ1415.The modeled gravity was interpolated from observed gravity values.
 PQ1415
 PQ1415;                    North         East    Units  Estimated Accuracy
 PQ1415;SPC MN S     -   315,478.      725,659.      MT  (+/- 10 meters HH2 GPS)
 PQ1415
 PQ1415                          SUPERSEDED SURVEY CONTROL
 PQ1415
 PQ1415.No superseded survey control is available for this station.
 PQ1415
 PQ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4677977610(NAD 83)
 PQ1415
 PQ1415_MARKER: DV = VERTICAL CONTROL DISK
 PQ1415_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1415_SP_SET: COPPER-CLAD STEEL ROD
 PQ1415_STAMPING: 3402 E 1978
 PQ1415_MARK LOGO: MNHD  
 PQ1415_PROJECTION: RECESSED 30 CENTIMETERS
 PQ1415_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1415+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 PQ1415
 PQ1415  HISTORY     - Date     Condition        Report By
 PQ1415  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1415  HISTORY     - 20051219 GOOD             MNDT
 PQ1415
 PQ1415                          STATION DESCRIPTION
 PQ1415
 PQ1415'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1415'THE MARK IS LOCATED 3 MILES (4.8 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1415'ITS INTERSECTION WITH COUNTY ROAD 8 JUST SOUTH OF LAKE LILLIAN, IN
 PQ1415'THE NW 1/4 OF SECTION 22, T117N, R34W, NEAR TRUNK HIGHWAY MILEPOINT
 PQ1415'112.3.  THE MARK IS 69.9 FEET (21.3 M) SOUTH OF THE CENTERLINE OF
 PQ1415'TRUNK HIGHWAY 7, 38 FEET (11.6 M) EAST OF THE CENTER OF A FIELD
 PQ1415'ENTRANCE TO THE SOUTH, 1.4 FEET (0.4 M) NORTHEAST OF POWER POLE
 PQ1415'NUMBER W319, AND 0.9 FOOT (27.4 CM) NORTH OF A STEEL WITNESS POST.
 PQ1415'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1415'STAMPED---3402 E 1978---, IS SET ON THE TOP OF A 5/8-INCH DIAMETER BY
 PQ1415'37-FOOT LONG COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT
 PQ1415'4 FEET (1.2 M) BELOW THE LEVEL OF TRUNK HIGHWAY 7 AND PROJECTS 2
 PQ1415'INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ1415
 PQ1415                          STATION RECOVERY (2005)
 PQ1415
 PQ1415'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1415'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) NORTH-NORTHEAST OF OLIVIA,
 PQ1415'4.0 MI (6.4 KM) EAST OF BLOMKEST AND 3.1 MI (5.0 KM) WEST OF LAKE
 PQ1415'LILLIAN MINNESOTA.
 PQ1415' 
 PQ1415'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 7 AND COUNTY
 PQ1415'ROAD 8 IN LAKE LILLIAN, GO 3 MI (4.8 KM) WEST TO MILE POINT 112.3 AND
 PQ1415'MARK ON THE LEFT.
 PQ1415' 
 PQ1415'THE MARK IS FOUND 69.9 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 7, 38 FT
 PQ1415'(11.6 M) EAST OF A FIELD ENTRANCE SOUTH, 1.4 FT (0.4 M) NORTHEAST OF
 PQ1415'POWER POLE NUMBERED W319 AND 0.9 FT (27 CM) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1440 ***********************************************************************
 PQ1440  DESIGNATION -  3402 F
 PQ1440  PID         -  PQ1440
 PQ1440  STATE/COUNTY-  MN/KANDIYOHI
 PQ1440  COUNTRY     -  US
 PQ1440  USGS QUAD   -  LAKE LILLIAN (1982)
 PQ1440
 PQ1440                         *CURRENT SURVEY CONTROL
 PQ1440  ______________________________________________________________________
 PQ1440* NAD 83(1986) POSITION- 44 56 07.7    (N) 094 54 04.6    (W)   HD_HELD2  
 PQ1440* NAVD 88 ORTHO HEIGHT -   337.726  (meters)    1108.02  (feet) ADJUSTED  
 PQ1440  ______________________________________________________________________
 PQ1440  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PQ1440  DYNAMIC HEIGHT  -        337.699 (meters)     1107.93  (feet) COMP
 PQ1440  MODELED GRAVITY -    980,526.2   (mgal)                       NAVD 88
 PQ1440
 PQ1440  VERT ORDER      -  SECOND    CLASS I
 PQ1440
 PQ1440.The horizontal coordinates were established by autonomous hand held GPS
 PQ1440.observations and have an estimated accuracy of +/- 10 meters.
 PQ1440.
 PQ1440.The orthometric height was determined by differential leveling and
 PQ1440.adjusted in June 1995.
 PQ1440
 PQ1440.Photographs are available for this station.
 PQ1440
 PQ1440.The dynamic height is computed by dividing the NAVD 88
 PQ1440.geopotential number by the normal gravity value computed on the
 PQ1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1440.degrees latitude (g = 980.6199 gals.).
 PQ1440
 PQ1440.The modeled gravity was interpolated from observed gravity values.
 PQ1440
 PQ1440;                    North         East    Units  Estimated Accuracy
 PQ1440;SPC MN S     -   315,448.      728,862.      MT  (+/- 10 meters HH2 GPS)
 PQ1440
 PQ1440                          SUPERSEDED SURVEY CONTROL
 PQ1440
 PQ1440.No superseded survey control is available for this station.
 PQ1440
 PQ1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4998277540(NAD 83)
 PQ1440
 PQ1440_MARKER: DV = VERTICAL CONTROL DISK
 PQ1440_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1440_SP_SET: FOOTING
 PQ1440_STAMPING: 3402 F 1978
 PQ1440_MARK LOGO: MNHD  
 PQ1440_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1440+STABILITY: SURFACE MOTION
 PQ1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1440+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 PQ1440
 PQ1440  HISTORY     - Date     Condition        Report By
 PQ1440  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1440  HISTORY     - 20060302 GOOD             MNDT
 PQ1440
 PQ1440                          STATION DESCRIPTION
 PQ1440
 PQ1440'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1440'THE MARK IS LOCATED 1 MILE (1.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1440'ITS JUNCTION WITH COUNTY ROAD 8 JUST SOUTH OF LAKE LILLIAN, IN THE NE
 PQ1440'1/4 OF SECTION 23, T117N, R34W, NEAR TRUNK HIGHWAY 7 MILEPOINT 114.2,
 PQ1440'IN THE SOUTHWEST QUADRANT OF A TOWNSHIP ROAD AND TRUNK HIGHWAY 7
 PQ1440'INTERSECTION.  THE MARK IS 188.7 FEET (57.5 M) SOUTH OF THE
 PQ1440'CENTERLINE OF TRUNK HIGHWAY 7, 148 FEET (45.1 M) WEST OF THE CENTER
 PQ1440'OF THE TOWNSHIP ROAD, AND 5 FEET (1.5 M) WEST OF THE WEST WALL OF A
 PQ1440'SMALL CONCRETE BLOCK BUILDING.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1440'CONTROL MONUMENT DISK STAMPED---3402 F 1978---, IS SET IN A DRILL
 PQ1440'HOLE IN THE TOP OF THE NORTHWEST CORNER OF A 4-FOOT SQUARE CONCRETE
 PQ1440'BASE FOR THE LAKE LILLIAN CHANNEL 2 TV MAST AND IS ABOUT 1 FOOT (0.3
 PQ1440'M) ABOVE THE LEVEL OF THE GROUND.
 PQ1440
 PQ1440                          STATION RECOVERY (2006)
 PQ1440
 PQ1440'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1440'THE MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) WEST OF COSMOS, 6.0 MI
 PQ1440'(9.7 KM) EAST OF BLOMKEST AND 1.2 MI (1.9 KM) WEST-SOUTHWEST OF LAKE
 PQ1440'LILLIAN MINNESOTA.
 PQ1440' 
 PQ1440'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 PQ1440'8 AT LAKE LILLIAN, GO 1.0 MI (1.6 KM) WEST TO MILE POINT 114.3 AND
 PQ1440'MARK ON THE LEFT.
 PQ1440' 
 PQ1440'THE MARK IS FOUND 188.7 FT (57.5 M) SOUTH OF TRUNK HIGHWAY 7, 148 FT
 PQ1440'(45.1 M) WEST OF 105TH STREET SOUTHEAST, 5 FT (1.5 M) WEST OF WEST
 PQ1440'WALL OF A WHITE BUILDING, IN NORTHWEST CORNER OF A TELEVISION
 PQ1440'TRANSMISSION TOWER PEDESTAL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1445 ***********************************************************************
 PQ1445  DESIGNATION -  3402 G
 PQ1445  PID         -  PQ1445
 PQ1445  STATE/COUNTY-  MN/KANDIYOHI
 PQ1445  COUNTRY     -  US
 PQ1445  USGS QUAD   -  THORPE (1982)
 PQ1445
 PQ1445                         *CURRENT SURVEY CONTROL
 PQ1445  ______________________________________________________________________
 PQ1445* NAD 83(1986) POSITION- 44 56 05.5    (N) 094 47 54.4    (W)   HD_HELD2  
 PQ1445* NAVD 88 ORTHO HEIGHT -   337.399  (meters)    1106.95  (feet) ADJUSTED  
 PQ1445  ______________________________________________________________________
 PQ1445  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 PQ1445  DYNAMIC HEIGHT  -        337.372 (meters)     1106.86  (feet) COMP
 PQ1445  MODELED GRAVITY -    980,529.0   (mgal)                       NAVD 88
 PQ1445
 PQ1445  VERT ORDER      -  SECOND    CLASS I
 PQ1445
 PQ1445.The horizontal coordinates were established by autonomous hand held GPS
 PQ1445.observations and have an estimated accuracy of +/- 10 meters.
 PQ1445.
 PQ1445.The orthometric height was determined by differential leveling and
 PQ1445.adjusted in June 1995.
 PQ1445
 PQ1445.Photographs are available for this station.
 PQ1445
 PQ1445.The dynamic height is computed by dividing the NAVD 88
 PQ1445.geopotential number by the normal gravity value computed on the
 PQ1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1445.degrees latitude (g = 980.6199 gals.).
 PQ1445
 PQ1445.The modeled gravity was interpolated from observed gravity values.
 PQ1445
 PQ1445;                    North         East    Units  Estimated Accuracy
 PQ1445;SPC MN S     -   315,296.      736,978.      MT  (+/- 10 meters HH2 GPS)
 PQ1445
 PQ1445                          SUPERSEDED SURVEY CONTROL
 PQ1445
 PQ1445.No superseded survey control is available for this station.
 PQ1445
 PQ1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5809477287(NAD 83)
 PQ1445
 PQ1445_MARKER: DV = VERTICAL CONTROL DISK
 PQ1445_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1445_SP_SET: COPPER-CLAD STEEL ROD
 PQ1445_STAMPING: 3402 G 1978
 PQ1445_MARK LOGO: MNHD  
 PQ1445_PROJECTION: PROJECTING 5 CENTIMETERS
 PQ1445_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1445+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 PQ1445
 PQ1445  HISTORY     - Date     Condition        Report By
 PQ1445  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1445  HISTORY     - 20051221 GOOD             MNDT
 PQ1445
 PQ1445                          STATION DESCRIPTION
 PQ1445
 PQ1445'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1445'THE MARK IS LOCATED 4 MILES (6.4 KM) EAST ALONG TRUNK HIGHWAY 7 FROM
 PQ1445'ITS JUNCTION WITH COUNTY ROAD 8 JUST SOUTH OF LAKE LILLIAN, IN THE NW
 PQ1445'1/4 OF SECTION 23, T117N, R33W, NEAR TRUNK HIGHWAY 7 MILEPOINT 119.4.
 PQ1445'THE MARK IS 400 FEET (121.9 M) SOUTH OF TRUNK HIGHWAY 7, 45 FEET
 PQ1445'(13.7 M) EAST OF THE CENTER OF THE TOWNSHIP ROAD, 20 FEET (6.1 M)
 PQ1445'SOUTH OF THE SOUTH EDGE OF A DRAINAGE DITCH, 8 FEET (2.4 M) SOUTH OF
 PQ1445'THE CENTER OF A FIELD ENTRANCE, 2 FEET (0.6 M) NORTH-NORTHWEST OF A
 PQ1445'POWER POLE, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE
 PQ1445'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3402 G
 PQ1445'1978---, IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 30-FOOT LONG
 PQ1445'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT 1 FOOT (0.3
 PQ1445'M) BELOW THE LEVEL OF THE TOWNSHIP ROAD AND PROJECTS 2 INCHES ABOVE
 PQ1445'THE SURFACE OF THE GROUND.
 PQ1445
 PQ1445                          STATION RECOVERY (2005)
 PQ1445
 PQ1445'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1445'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5250 ***********************************************************************
 DM5250  DESIGNATION -  3402 H
 DM5250  PID         -  DM5250
 DM5250  STATE/COUNTY-  MN/KANDIYOHI
 DM5250  COUNTRY     -  US
 DM5250  USGS QUAD   -  THORPE (1982)
 DM5250
 DM5250                         *CURRENT SURVEY CONTROL
 DM5250  ______________________________________________________________________
 DM5250* NAD 83(1986) POSITION- 44 56 09.5    (N) 094 50 53.4    (W)   HD_HELD2  
 DM5250* NAVD 88 ORTHO HEIGHT -   336.843  (meters)    1105.13  (feet) ADJUSTED  
 DM5250  ______________________________________________________________________
 DM5250  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DM5250  DYNAMIC HEIGHT  -        336.816 (meters)     1105.04  (feet) COMP
 DM5250  MODELED GRAVITY -    980,527.5   (mgal)                       NAVD 88
 DM5250
 DM5250  VERT ORDER      -  SECOND    CLASS I
 DM5250
 DM5250.The horizontal coordinates were established by autonomous hand held GPS
 DM5250.observations and have an estimated accuracy of +/- 10 meters.
 DM5250.
 DM5250.The orthometric height was determined by differential leveling and
 DM5250.adjusted in November 2011.
 DM5250
 DM5250.Photographs are available for this station.
 DM5250
 DM5250.The dynamic height is computed by dividing the NAVD 88
 DM5250.geopotential number by the normal gravity value computed on the
 DM5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5250.degrees latitude (g = 980.6199 gals.).
 DM5250
 DM5250.The modeled gravity was interpolated from observed gravity values.
 DM5250
 DM5250;                    North         East    Units  Estimated Accuracy
 DM5250;SPC MN S     -   315,459.      733,055.      MT  (+/- 10 meters HH2 GPS)
 DM5250
 DM5250                          SUPERSEDED SURVEY CONTROL
 DM5250
 DM5250.No superseded survey control is available for this station.
 DM5250
 DM5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5417377499(NAD 83)
 DM5250
 DM5250_MARKER: DV = VERTICAL CONTROL DISK
 DM5250_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5250_SP_SET: BOX CULVERT HEADWALL
 DM5250_STAMPING: 3402 H 2005
 DM5250_MARK LOGO: MNDT  
 DM5250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5250+STABILITY: SURFACE MOTION
 DM5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5250+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2006
 DM5250
 DM5250  HISTORY     - Date     Condition        Report By
 DM5250  HISTORY     - 1986     MONUMENTED       MNDT
 DM5250  HISTORY     - 20060302 GOOD             MNDT
 DM5250
 DM5250                          STATION DESCRIPTION
 DM5250
 DM5250'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM5250'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST OF BLOMKEST, 7.4 MI
 DM5250'(11.9 KM) WEST OF COSMOS AND 1.6 MI (2.6 KM) EAST-SOUTHEAST OF LAKE
 DM5250'LILLIAN MINNESOTA.
 DM5250' 
 DM5250'THE MARK IS 2.0 MI (3.2 KM) SOUTHEAST OF LAKE LILLIAN, IN HEADWALL BOX
 DM5250'CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 7 CULVERT NUMBER 96239,
 DM5250'1.60 MI (2.6 KM) EAST ALONG TRUNK HIGHWAY 7 FROM THE JUNCTION OF TRUNK
 DM5250'HIGHWAY 7 AND COUNTY ROAD 8 WHICH IS 0.5 MI (0.8 KM) SOUTH OF LAKE
 DM5250'LILLIAN, AT TRUNK HIGHWAY 7 MILE POINT 116.90.
 DM5250' 
 DM5250'IT IS 45.0 FT (13.7 M) SOUTH OF TRUNK HIGHWAY 7.
 DM5250' 
 DM5250'NOTE-DISK SET IN CULVERT WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN
 DM5250'2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1446 ***********************************************************************
 PQ1446  DESIGNATION -  3402 J
 PQ1446  PID         -  PQ1446
 PQ1446  STATE/COUNTY-  MN/KANDIYOHI
 PQ1446  COUNTRY     -  US
 PQ1446  USGS QUAD   -  THORPE (1982)
 PQ1446
 PQ1446                         *CURRENT SURVEY CONTROL
 PQ1446  ______________________________________________________________________
 PQ1446* NAD 83(1986) POSITION- 44 56 08.3    (N) 094 46 39.9    (W)   HD_HELD2  
 PQ1446* NAVD 88 ORTHO HEIGHT -   338.178  (meters)    1109.51  (feet) ADJUSTED  
 PQ1446  ______________________________________________________________________
 PQ1446  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 PQ1446  DYNAMIC HEIGHT  -        338.151 (meters)     1109.42  (feet) COMP
 PQ1446  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 PQ1446
 PQ1446  VERT ORDER      -  SECOND    CLASS I
 PQ1446
 PQ1446.The horizontal coordinates were established by autonomous hand held GPS
 PQ1446.observations and have an estimated accuracy of +/- 10 meters.
 PQ1446.
 PQ1446.The orthometric height was determined by differential leveling and
 PQ1446.adjusted in November 2011.
 PQ1446
 PQ1446.Photographs are available for this station.
 PQ1446
 PQ1446.The dynamic height is computed by dividing the NAVD 88
 PQ1446.geopotential number by the normal gravity value computed on the
 PQ1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1446.degrees latitude (g = 980.6199 gals.).
 PQ1446
 PQ1446.The modeled gravity was interpolated from observed gravity values.
 PQ1446
 PQ1446;                    North         East    Units  Estimated Accuracy
 PQ1446;SPC MN S     -   315,367.      738,612.      MT  (+/- 10 meters HH2 GPS)
 PQ1446
 PQ1446                          SUPERSEDED SURVEY CONTROL
 PQ1446
 PQ1446  NAVD 88 (06/15/95)  338.183  (m)         1109.52   (f) SUPERSEDED  2 1
 PQ1446
 PQ1446.Superseded values are not recommended for survey control.
 PQ1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1446.See file dsdata.txt to determine how the superseded data were derived.
 PQ1446
 PQ1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5972977338(NAD 83)
 PQ1446
 PQ1446_MARKER: DV = VERTICAL CONTROL DISK
 PQ1446_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1446_SP_SET: COPPER-CLAD STEEL ROD
 PQ1446_STAMPING: 3402 J 1978
 PQ1446_MARK LOGO: MNHD  
 PQ1446_PROJECTION: PROJECTING 3 CENTIMETERS
 PQ1446_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1446+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 PQ1446
 PQ1446  HISTORY     - Date     Condition        Report By
 PQ1446  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1446  HISTORY     - 20051221 GOOD             MNDT
 PQ1446
 PQ1446                          STATION DESCRIPTION
 PQ1446
 PQ1446'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1446'THE MARK IS LOCATED 4 MILES (6.4 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1446'ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE NW 1/4 OF SECTION
 PQ1446'24, T117N, R33W, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 PQ1446'TRUNK HIGHWAY 7 AND COUNTY ROAD 2, NEAR TRUNK HIGHWAY MILEPOINT
 PQ1446'120.4.  THE MARK IS 72.8 FEET (22.2 M) SOUTH OF THE CENTERLINE OF
 PQ1446'TRUNK HIGHWAY 7, 131 FEET (39.9 M) EAST OF THE CENTERLINE OF COUNTY
 PQ1446'ROAD 2, 113.5 FEET (34.6 M) NORTHEAST OF A WOODEN BURIED CABLE MARKER
 PQ1446'POST, 7 FEET (2.1 M) WEST OF THE WEST EDGE OF A DRAINAGE DITCH BANK,
 PQ1446'4 FEET (1.2 M) SOUTHWEST OF A POWER POLE, 2.1 FEET (0.6 M)
 PQ1446'WEST-SOUTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST, AND 1.1 FOOT (0.3
 PQ1446'M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1446'CONTROL MONUMENT DISK STAMPED---3402 J 1978---, IS CRIMPED TO THE TOP
 PQ1446'OF A 5/8-INCH DIAMETER BY 46-FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 PQ1446'TO REFUSAL THAT IS ABOUT 5 FEET (1.5 M) BELOW THE LEVEL OF TRUNK
 PQ1446'HIGHWAY 7 AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ1446
 PQ1446                          STATION RECOVERY (2005)
 PQ1446
 PQ1446'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1446'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF
 PQ1446'ROSENDALE, 5.0 MI (8.0 KM) EAST OF LAKE LILLIAN AND 4.0 MI (6.4 KM)
 PQ1446'WEST OF COSMOS.
 PQ1446' 
 PQ1446'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 PQ1446'HIGHWAY 4 AT COSMOS, GO 4 MI (6.4 KM) WEST ALONG TRUNK HIGHWAY 7 TO
 PQ1446'MILE POINT 120.4 AND MARK ON THE LEFT.
 PQ1446' 
 PQ1446'THE MARK IS FOUND 131 FT (39.9 M) EAST OF COUNTY ROAD 2, 113.5 FT
 PQ1446'(34.6 M) NORTHEAST OF CABLE MARKER POST, 72.8 FT (22.2 M) SOUTH OF
 PQ1446'TRUNK HIGHWAY 7, 7 FT (2.1 M) WEST OF THE WEST EDGE OF A DITCH BANK, 4
 PQ1446'FT (1.2 M) SOUTHWEST OF A POWER POLE, 2.1 FT (0.6 M) WEST-SOUTHWEST OF
 PQ1446'A RIGHT-OF-WAY POST AND 1.1 FT (0.3 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0665 ***********************************************************************
 DI0665  DESIGNATION -  3402 K
 DI0665  PID         -  DI0665
 DI0665  STATE/COUNTY-  MN/KANDIYOHI
 DI0665  COUNTRY     -  US
 DI0665  USGS QUAD   -  THORPE (1982)
 DI0665
 DI0665                         *CURRENT SURVEY CONTROL
 DI0665  ______________________________________________________________________
 DI0665* NAD 83(2007) POSITION- 44 56 08.62487(N) 094 50 21.21540(W)   ADJUSTED  
 DI0665* NAD 83(2007) ELLIP HT-   310.400 (meters)        (08/23/10)   ADJUSTED
 DI0665* NAD 83(2007) EPOCH   -  2002.00
 DI0665* NAVD 88 ORTHO HEIGHT -   337.279  (meters)    1106.56  (feet) ADJUSTED  
 DI0665  ______________________________________________________________________
 DI0665  NAD 83(2007) X  -   -381,548.570 (meters)                     COMP
 DI0665  NAD 83(2007) Y  - -4,506,735.820 (meters)                     COMP
 DI0665  NAD 83(2007) Z  -  4,482,514.310 (meters)                     COMP
 DI0665  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC09
 DI0665  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DI0665  DYNAMIC HEIGHT  -        337.252 (meters)     1106.47  (feet) COMP
 DI0665  MODELED GRAVITY -    980,527.8   (mgal)                       NAVD 88
 DI0665
 DI0665  HORZ ORDER      -  FIRST
 DI0665  VERT ORDER      -  SECOND    CLASS I
 DI0665  ELLP ORDER      -  THIRD     CLASS I
 DI0665
 DI0665.The horizontal coordinates were established by GPS observations
 DI0665.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0665
 DI0665.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0665.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0665
 DI0665.The horizontal coordinates are valid at the epoch date displayed above
 DI0665.which is a decimal equivalence of Year/Month/Day.
 DI0665
 DI0665.The orthometric height was determined by differential leveling and
 DI0665.adjusted in November 2011.
 DI0665
 DI0665.Photographs are available for this station.
 DI0665
 DI0665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0665
 DI0665.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0665
 DI0665.The ellipsoidal height was determined by GPS observations
 DI0665.and is referenced to NAD 83.
 DI0665
 DI0665.The dynamic height is computed by dividing the NAVD 88
 DI0665.geopotential number by the normal gravity value computed on the
 DI0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0665.degrees latitude (g = 980.6199 gals.).
 DI0665
 DI0665.The modeled gravity was interpolated from observed gravity values.
 DI0665
 DI0665. The following values were computed from the NAD 83(2007) position.
 DI0665
 DI0665;                    North         East     Units Scale Factor Converg.
 DI0665;SPC MN S     -   315,424.634   733,760.139   MT  0.99995073   -0 35 17.7
 DI0665;SPC MN S     - 1,034,855.65  2,407,344.72   sFT  0.99995073   -0 35 17.7
 DI0665;UTM  15      - 4,977,456.216   354,878.756   MT  0.99985897   -1 17 57.5
 DI0665
 DI0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0665!SPC MN S     -   0.99995134  x   0.99995073  =   0.99990207
 DI0665!UTM  15      -   0.99995134  x   0.99985897  =   0.99981031
 DI0665
 DI0665:                Primary Azimuth Mark                     Grid Az
 DI0665:SPC MN S     -  3402 A 1                                 180 18 31.9
 DI0665:UTM  15      -  3402 A 1                                 181 01 11.7
 DI0665
 DI0665|---------------------------------------------------------------------|
 DI0665| PID    Reference Object                     Distance      Geod. Az  |
 DI0665|                                                           dddmmss.s |
 DI0665| PQ1458 3402 A 1                            APPROX. 0.8 KM 1794314.2 |
 DI0665| PQ1444 3402 A 2                            APPROX. 1.6 KM 1795313.1 |
 DI0665|---------------------------------------------------------------------|
 DI0665
 DI0665                          SUPERSEDED SURVEY CONTROL
 DI0665
 DI0665  NAD 83(1996)-  44 56 08.62443(N)    094 50 21.21486(W) AD(       ) 1
 DI0665  ELLIP H (06/12/06)  310.440  (m)                       GP(       ) 4 1
 DI0665  NAVD 88 (06/12/06)  337.28   (m)         1106.6    (f) LEVELING    3  
 DI0665
 DI0665.Superseded values are not recommended for survey control.
 DI0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0665.See file dsdata.txt to determine how the superseded data were derived.
 DI0665
 DI0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5487877456(NAD 83)
 DI0665
 DI0665_MARKER: DD = SURVEY DISK
 DI0665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0665_STAMPING: 3402 K 2006
 DI0665_MARK LOGO: MNDT  
 DI0665_PROJECTION: FLUSH
 DI0665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0665+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0665_ROD/PIPE-DEPTH:  4.6 meters
 DI0665
 DI0665  HISTORY     - Date     Condition        Report By
 DI0665  HISTORY     - 2006     MONUMENTED       MNDT
 DI0665
 DI0665                          STATION DESCRIPTION
 DI0665
 DI0665'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0665'2.0 MILES SOUTHEAST OF LAKE LILLIAN, 2.0 MILES EAST ALONG TRUNK
 DI0665'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 8 WHICH IS
 DI0665'0.5 MILES SOUTH OF LAKE LILLIAN, AT TRUNK HIGHWAY 7 MILEPOINT 117.35,
 DI0665'73.5 FEET SOUTH OF TRUNK HIGHWAY 7, 53.0 FEET EAST OF COUNTY ROAD 74,
 DI0665'2.8 FEET EAST OF RIGHT OF WAY POST, 2.4 FEET NORTHEAST OF RIGHT OF WAY
 DI0665'POST, 1.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0666 ***********************************************************************
 DI0666  DESIGNATION -  3402 L
 DI0666  PID         -  DI0666
 DI0666  STATE/COUNTY-  MN/KANDIYOHI
 DI0666  COUNTRY     -  US
 DI0666  USGS QUAD   -  LAKE LILLIAN (1982)
 DI0666
 DI0666                         *CURRENT SURVEY CONTROL
 DI0666  ______________________________________________________________________
 DI0666* NAD 83(2007) POSITION- 44 56 08.81754(N) 094 59 57.66078(W)   ADJUSTED  
 DI0666* NAD 83(2007) ELLIP HT-   311.592 (meters)        (08/23/10)   ADJUSTED
 DI0666* NAD 83(2007) EPOCH   -  2002.00
 DI0666* NAVD 88 ORTHO HEIGHT -   338.415  (meters)    1110.28  (feet) ADJUSTED  
 DI0666  ______________________________________________________________________
 DI0666  NAD 83(2007) X  -   -394,141.683 (meters)                     COMP
 DI0666  NAD 83(2007) Y  - -4,505,648.569 (meters)                     COMP
 DI0666  NAD 83(2007) Z  -  4,482,519.362 (meters)                     COMP
 DI0666  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC09
 DI0666  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DI0666  DYNAMIC HEIGHT  -        338.388 (meters)     1110.19  (feet) COMP
 DI0666  MODELED GRAVITY -    980,527.5   (mgal)                       NAVD 88
 DI0666
 DI0666  HORZ ORDER      -  FIRST
 DI0666  VERT ORDER      -  SECOND    CLASS I
 DI0666  ELLP ORDER      -  THIRD     CLASS I
 DI0666
 DI0666.The horizontal coordinates were established by GPS observations
 DI0666.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0666
 DI0666.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0666.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0666
 DI0666.The horizontal coordinates are valid at the epoch date displayed above
 DI0666.which is a decimal equivalence of Year/Month/Day.
 DI0666
 DI0666.The orthometric height was determined by differential leveling and
 DI0666.adjusted in November 2011.
 DI0666
 DI0666.Photographs are available for this station.
 DI0666
 DI0666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0666
 DI0666.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0666
 DI0666.The ellipsoidal height was determined by GPS observations
 DI0666.and is referenced to NAD 83.
 DI0666
 DI0666.The dynamic height is computed by dividing the NAVD 88
 DI0666.geopotential number by the normal gravity value computed on the
 DI0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0666.degrees latitude (g = 980.6199 gals.).
 DI0666
 DI0666.The modeled gravity was interpolated from observed gravity values.
 DI0666
 DI0666. The following values were computed from the NAD 83(2007) position.
 DI0666
 DI0666;                    North         East     Units Scale Factor Converg.
 DI0666;SPC MN S     -   315,572.714   721,122.281   MT  0.99995074   -0 42 01.7
 DI0666;SPC MN S     - 1,035,341.48  2,365,882.02   sFT  0.99995074   -0 42 01.7
 DI0666;UTM  15      - 4,977,761.203   342,244.577   MT  0.99990602   -1 24 44.9
 DI0666
 DI0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0666!SPC MN S     -   0.99995115  x   0.99995074  =   0.99990189
 DI0666!UTM  15      -   0.99995115  x   0.99990602  =   0.99985717
 DI0666
 DI0666                          SUPERSEDED SURVEY CONTROL
 DI0666
 DI0666  NAD 83(1996)-  44 56 08.81705(N)    094 59 57.66019(W) AD(       ) 1
 DI0666  ELLIP H (06/12/06)  311.625  (m)                       GP(       ) 4 1
 DI0666  NAVD 88 (06/12/06)  338.42   (m)         1110.3    (f) LEVELING    3  
 DI0666
 DI0666.Superseded values are not recommended for survey control.
 DI0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0666.See file dsdata.txt to determine how the superseded data were derived.
 DI0666
 DI0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4224477761(NAD 83)
 DI0666
 DI0666_MARKER: DD = SURVEY DISK
 DI0666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0666_STAMPING: 3402 L 2006
 DI0666_MARK LOGO: MNDT  
 DI0666_PROJECTION: FLUSH
 DI0666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0666+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0666_ROD/PIPE-DEPTH:  4.6 meters
 DI0666
 DI0666  HISTORY     - Date     Condition        Report By
 DI0666  HISTORY     - 2006     MONUMENTED       MNDT
 DI0666
 DI0666                          STATION DESCRIPTION
 DI0666
 DI0666'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0666'1.0 MILES EAST OF BLOMKEST, 1.2 MILES EAST ALONG TRUNK HIGHWAY 7 FROM
 DI0666'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 WHICH IS 0.5 MILES
 DI0666'SOUTH OF BLOMKEST, AT TRUNK HIGHWAY 7 MILEPOINT 109.50, 65.1 FEET
 DI0666'SOUTH OF TRUNK HIGHWAY 7, 21.7 FEET EAST OF FIELD ENTERANCE, 13.4 FEET
 DI0666'EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9494 ***********************************************************************
 AE9494  DESIGNATION -  3403 A 1
 AE9494  PID         -  AE9494
 AE9494  STATE/COUNTY-  MN/KANDIYOHI
 AE9494  COUNTRY     -  US
 AE9494  USGS QUAD   -  PENNOCK (1958)
 AE9494
 AE9494                         *CURRENT SURVEY CONTROL
 AE9494  ______________________________________________________________________
 AE9494* NAD 83(2007) POSITION- 45 09 38.75266(N) 095 13 34.67254(W)   ADJUSTED  
 AE9494* NAD 83(2007) ELLIP HT-   314.391 (meters)        (02/10/07)   ADJUSTED
 AE9494* NAD 83(2007) EPOCH   -  2002.00
 AE9494* NAVD 88 ORTHO HEIGHT -   341.018  (meters)    1118.82  (feet) ADJUSTED  
 AE9494  ______________________________________________________________________
 AE9494  NAD 83(2007) X  -   -410,373.658 (meters)                     COMP
 AE9494  NAD 83(2007) Y  - -4,486,432.133 (meters)                     COMP
 AE9494  NAD 83(2007) Z  -  4,500,186.989 (meters)                     COMP
 AE9494  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC09
 AE9494  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AE9494  DYNAMIC HEIGHT  -        340.992 (meters)     1118.74  (feet) COMP
 AE9494  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 AE9494
 AE9494  VERT ORDER      -  SECOND    CLASS I
 AE9494
 AE9494  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9494  Type                                         Horiz  Ellip  Dist(km)
 AE9494  -------------------------------------------------------------------
 AE9494  NETWORK                                       0.51   0.65
 AE9494  -------------------------------------------------------------------
 AE9494  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.40   0.51      2.13
 AE9494  -------------------------------------------------------------------
 AE9494  NOTE: Click here for information on individual local accuracy
 AE9494  values and other accuracy information.
 AE9494
 AE9494
 AE9494.The horizontal coordinates were established by GPS observations
 AE9494.and adjusted by the National Geodetic Survey in February 2007.
 AE9494
 AE9494.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9494.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9494
 AE9494.The horizontal coordinates are valid at the epoch date displayed above
 AE9494.which is a decimal equivalence of Year/Month/Day.
 AE9494
 AE9494.The orthometric height was determined by differential leveling and
 AE9494.adjusted in September 1998.
 AE9494
 AE9494.Photographs are available for this station.
 AE9494
 AE9494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9494
 AE9494.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9494
 AE9494.The ellipsoidal height was determined by GPS observations
 AE9494.and is referenced to NAD 83.
 AE9494
 AE9494.The dynamic height is computed by dividing the NAVD 88
 AE9494.geopotential number by the normal gravity value computed on the
 AE9494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9494.degrees latitude (g = 980.6199 gals.).
 AE9494
 AE9494.The modeled gravity was interpolated from observed gravity values.
 AE9494
 AE9494. The following values were computed from the NAD 83(2007) position.
 AE9494
 AE9494;                    North         East     Units Scale Factor Converg.
 AE9494;SPC MN S     -   340,815.823   703,585.808   MT  0.99998827   -0 51 34.4
 AE9494;SPC MN S     - 1,118,159.91  2,308,347.77   sFT  0.99998827   -0 51 34.4
 AE9494;UTM  15      - 5,003,220.669   325,025.230   MT  0.99997646   -1 34 44.5
 AE9494
 AE9494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9494!SPC MN S     -   0.99995071  x   0.99998827  =   0.99993898
 AE9494!UTM  15      -   0.99995071  x   0.99997646  =   0.99992717
 AE9494
 AE9494                          SUPERSEDED SURVEY CONTROL
 AE9494
 AE9494  NAD 83(1996)-  45 09 38.75237(N)    095 13 34.67216(W) AD(       ) 1
 AE9494  ELLIP H (05/11/98)  314.417  (m)                       GP(       ) 4 1
 AE9494  NAVD 88 (05/11/98)  341.02   (m)         1118.8    (f) LEVELING    3  
 AE9494
 AE9494.Superseded values are not recommended for survey control.
 AE9494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9494.See file dsdata.txt to determine how the superseded data were derived.
 AE9494
 AE9494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2502503220(NAD 83)
 AE9494
 AE9494_MARKER: DB = BENCH MARK DISK
 AE9494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9494_STAMPING: 3403 A 1 1973
 AE9494_MARK LOGO: MNHD  
 AE9494_PROJECTION: FLUSH
 AE9494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE9494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9494+STABILITY: SURFACE MOTION
 AE9494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9494+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2006
 AE9494
 AE9494  HISTORY     - Date     Condition        Report By
 AE9494  HISTORY     - 1973     MONUMENTED       MNHD
 AE9494  HISTORY     - 19970417 GOOD             MNDT
 AE9494  HISTORY     - 20060828 GOOD             MNDT
 AE9494  HISTORY     - 20060918 GOOD             MNDT
 AE9494  HISTORY     - 20060928 GOOD             MNDT
 AE9494
 AE9494                          STATION DESCRIPTION
 AE9494
 AE9494'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9494'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2.5 MI (4.0 KM) WNW OF
 AE9494'PENNOCK, AT JCT OF TH 104 AND TH 12, AT TH 104 MP 0.05, AT TH 12 STA
 AE9494'1255+00, 96 FT (29.3 M) EAST OF TH 104, 204 FT (62.2 M) NNE OF TH 12,
 AE9494'69.7 FT (21.2 M) NNE OF NORTH RAIL OF RR TRACKS, 47 FT (14.3 M) ESE OF
 AE9494'P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT POST, FLUSH WITH THE GROUND.
 AE9494
 AE9494                          STATION RECOVERY (2006)
 AE9494
 AE9494'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9494'RECOVERED AS DESCRIBED.
 AE9494
 AE9494                          STATION RECOVERY (2006)
 AE9494
 AE9494'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9494'2.5 MILES WEST-NORTHWEST OF PENNOCK, AT JUNCTION OF TRUNK HIGHWAY 104
 AE9494'AND TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 104 MILEPOINT 0.05, AT TRUNK
 AE9494'HIGHWAY 12 STATION 1255+00, 96 FEET EAST OF TRUNK HIGHWAY 104, 204
 AE9494'FEET NORTH-NORTHEAST OF TRUNK HIGHWAY 12, 69.7 FEET NORTH-NORTHEAST OF
 AE9494'NORTH RAIL OF RAILROAD TRACKS, 47 FEET EAST-SOUTHEAST OF POWER POLE,
 AE9494'1.0 FEET SOUTH OF WITNESS POST.
 AE9494
 AE9494                          STATION RECOVERY (2006)
 AE9494
 AE9494'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9494'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0978 ***********************************************************************
 QP0978  DESIGNATION -  3403 C
 QP0978  PID         -  QP0978
 QP0978  STATE/COUNTY-  MN/KANDIYOHI
 QP0978  COUNTRY     -  US
 QP0978  USGS QUAD   -  WILLMAR (1994)
 QP0978
 QP0978                         *CURRENT SURVEY CONTROL
 QP0978  ______________________________________________________________________
 QP0978* NAD 83(1986) POSITION- 45 07 29.     (N) 095 05 37.     (W)   SCALED    
 QP0978* NAVD 88 ORTHO HEIGHT -   342.160  (meters)    1122.57  (feet) ADJUSTED  
 QP0978  ______________________________________________________________________
 QP0978  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 QP0978  DYNAMIC HEIGHT  -        342.135 (meters)     1122.49  (feet) COMP
 QP0978  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 QP0978
 QP0978  VERT ORDER      -  SECOND    CLASS 0
 QP0978
 QP0978.The horizontal coordinates were scaled from a topographic map and have
 QP0978.an estimated accuracy of +/- 6 seconds.
 QP0978.
 QP0978.The orthometric height was determined by differential leveling and
 QP0978.adjusted in June 1991.
 QP0978
 QP0978.The dynamic height is computed by dividing the NAVD 88
 QP0978.geopotential number by the normal gravity value computed on the
 QP0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0978.degrees latitude (g = 980.6199 gals.).
 QP0978
 QP0978.The modeled gravity was interpolated from observed gravity values.
 QP0978
 QP0978;                    North         East    Units  Estimated Accuracy
 QP0978;SPC MN S     -   336,660.      713,960.      MT  (+/- 180 meters Scaled)
 QP0978
 QP0978                          SUPERSEDED SURVEY CONTROL
 QP0978
 QP0978  NGVD 29 (??/??/92)  341.999  (m)         1122.04   (f) ADJ UNCH    2 0
 QP0978
 QP0978.Superseded values are not recommended for survey control.
 QP0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0978.See file dsdata.txt to determine how the superseded data were derived.
 QP0978
 QP0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK353989(NAD 83)
 QP0978
 QP0978_MARKER: DB = BENCH MARK DISK
 QP0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0978_STAMPING: 3403 C 1973
 QP0978_MARK LOGO: MNDT  
 QP0978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0978+STABILITY: SURFACE MOTION
 QP0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0978+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1997
 QP0978
 QP0978  HISTORY     - Date     Condition        Report By
 QP0978  HISTORY     - 1973     MONUMENTED       MNDT
 QP0978  HISTORY     - 19970518 GOOD             MNDT
 QP0978
 QP0978                          STATION DESCRIPTION
 QP0978
 QP0978'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 QP0978'2.6 MI (4.2 KM) WEST OF THE JCT OF OLD TH 71 AND TH 12 IN WILMAR, THEN
 QP0978'0.25 MI (0.40 KM) WEST ON CO RD 5, 51.4 FT (15.7 M) SOUTH OF CO RD 5,
 QP0978'126 FT (38.4 M) EAST OF A DRIVEWAY WEST, 127.2 FT (38.8 M) SE OF THE
 QP0978'SE COR OF A METAL SHED, 41.0 FT (12.5 M) NORTH OF THE NW CORNER OF A
 QP0978'TAN COLORED METAL BLDG, 55.6 FT (16.9 M) SE OF A FIRE HYDRANT, AND 1.0
 QP0978'FT (0.3 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0979 ***********************************************************************
 QP0979  DESIGNATION -  3403 D
 QP0979  PID         -  QP0979
 QP0979  STATE/COUNTY-  MN/KANDIYOHI
 QP0979  COUNTRY     -  US
 QP0979  USGS QUAD   -  WILLMAR (1994)
 QP0979
 QP0979                         *CURRENT SURVEY CONTROL
 QP0979  ______________________________________________________________________
 QP0979* NAD 83(2007) POSITION- 45 07 25.74705(N) 095 06 14.54253(W)   ADJUSTED  
 QP0979* NAD 83(2007) ELLIP HT-   313.873 (meters)        (02/10/07)   ADJUSTED
 QP0979* NAD 83(2007) EPOCH   -  2002.00
 QP0979* NAVD 88 ORTHO HEIGHT -   340.591  (meters)    1117.42  (feet) ADJUSTED  
 QP0979  ______________________________________________________________________
 QP0979  NAD 83(2007) X  -   -401,058.452 (meters)                     COMP
 QP0979  NAD 83(2007) Y  - -4,490,196.383 (meters)                     COMP
 QP0979  NAD 83(2007) Z  -  4,497,290.334 (meters)                     COMP
 QP0979  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC09
 QP0979  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 QP0979  DYNAMIC HEIGHT  -        340.566 (meters)     1117.34  (feet) COMP
 QP0979  MODELED GRAVITY -    980,533.5   (mgal)                       NAVD 88
 QP0979
 QP0979  VERT ORDER      -  SECOND    CLASS I
 QP0979
 QP0979  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0979  Type                                         Horiz  Ellip  Dist(km)
 QP0979  -------------------------------------------------------------------
 QP0979  NETWORK                                       0.86   1.02
 QP0979  -------------------------------------------------------------------
 QP0979  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.83   1.11      1.63
 QP0979  -------------------------------------------------------------------
 QP0979  NOTE: Click here for information on individual local accuracy
 QP0979  values and other accuracy information.
 QP0979
 QP0979
 QP0979.The horizontal coordinates were established by GPS observations
 QP0979.and adjusted by the National Geodetic Survey in February 2007.
 QP0979
 QP0979.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0979.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0979
 QP0979.The horizontal coordinates are valid at the epoch date displayed above
 QP0979.which is a decimal equivalence of Year/Month/Day.
 QP0979
 QP0979.The orthometric height was determined by differential leveling and
 QP0979.adjusted in June 1991.
 QP0979
 QP0979.Photographs are available for this station.
 QP0979
 QP0979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0979
 QP0979.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0979
 QP0979.The ellipsoidal height was determined by GPS observations
 QP0979.and is referenced to NAD 83.
 QP0979
 QP0979.The dynamic height is computed by dividing the NAVD 88
 QP0979.geopotential number by the normal gravity value computed on the
 QP0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0979.degrees latitude (g = 980.6199 gals.).
 QP0979
 QP0979.The modeled gravity was interpolated from observed gravity values.
 QP0979
 QP0979. The following values were computed from the NAD 83(2007) position.
 QP0979
 QP0979;                    North         East     Units Scale Factor Converg.
 QP0979;SPC MN S     -   336,573.269   713,141.952   MT  0.99998104   -0 46 25.9
 QP0979;SPC MN S     - 1,104,240.80  2,339,699.89   sFT  0.99998104   -0 46 25.9
 QP0979;UTM  15      - 4,998,858.743   334,527.155   MT  0.99993669   -1 29 28.8
 QP0979
 QP0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0979!SPC MN S     -   0.99995079  x   0.99998104  =   0.99993183
 QP0979!UTM  15      -   0.99995079  x   0.99993669  =   0.99988749
 QP0979
 QP0979:                Primary Azimuth Mark                     Grid Az
 QP0979:SPC MN S     -  3403 F                                   319 26 48.3
 QP0979:UTM  15      -  3403 F                                   320 09 51.2
 QP0979
 QP0979|---------------------------------------------------------------------|
 QP0979| PID    Reference Object                     Distance      Geod. Az  |
 QP0979|                                                           dddmmss.s |
 QP0979| QP0981 3403 F                              APPROX. 1.2 KM 3184022.4 |
 QP0979|---------------------------------------------------------------------|
 QP0979
 QP0979                          SUPERSEDED SURVEY CONTROL
 QP0979
 QP0979  NAD 83(1996)-  45 07 25.74661(N)    095 06 14.54191(W) AD(       ) 1
 QP0979  ELLIP H (05/11/98)  313.893  (m)                       GP(       ) 4 1
 QP0979  NAVD 88 (05/11/98)  340.59   (m)         1117.4    (f) LEVELING    3  
 QP0979  NGVD 29 (??/??/92)  340.428  (m)         1116.89   (f) ADJ UNCH    2 0
 QP0979
 QP0979.Superseded values are not recommended for survey control.
 QP0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0979.See file dsdata.txt to determine how the superseded data were derived.
 QP0979
 QP0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3452798858(NAD 83)
 QP0979
 QP0979_MARKER: DB = BENCH MARK DISK
 QP0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0979_STAMPING: 3403 D 1973
 QP0979_MARK LOGO: MNHD  
 QP0979_PROJECTION: RECESSED 30 CENTIMETERS
 QP0979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0979+STABILITY: SURFACE MOTION
 QP0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0979+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 QP0979
 QP0979  HISTORY     - Date     Condition        Report By
 QP0979  HISTORY     - 1973     MONUMENTED       MNHD
 QP0979  HISTORY     - 19970518 GOOD             MNDT
 QP0979  HISTORY     - 20060901 GOOD             MNDT
 QP0979  HISTORY     - 20090528 GOOD             MNDT
 QP0979
 QP0979                          STATION DESCRIPTION
 QP0979
 QP0979'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 QP0979'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 3.0 MI (4.8 KM) WEST OF
 QP0979'WILLMAR, 0.7 MI (1.1 KM) WEST OF WEST JCT OF TH 12 AND CO RD 5, 112 FT
 QP0979'(34.1 M) EAST OF 2ND P-POLE SOUTH OF A DRIVEWAY WEST, 400 FT (121.9 M)
 QP0979'SOUTH OF TWP RD, 41.0 FT (12.5 M) NW OF CO RD 5, 0.6 FT (18.3 CM) SE
 QP0979'OF WIT POST, AND 1.0 FT (0.3 M) BELOW GROUND LEVEL
 QP0979
 QP0979                          STATION RECOVERY (2006)
 QP0979
 QP0979'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QP0979'RECOVERED AS DESCRIBED.
 QP0979
 QP0979                          STATION RECOVERY (2009)
 QP0979
 QP0979'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 QP0979'2.53 MILES WEST OF WILLMAR, 1.9 MILES NORTHWEST ALONG TRUNK HIGHWAY 12
 QP0979'FROM JUNCTION OF TRUNK HIGHWAY 12 AND 7TH STREET SOUTHWEST IN WILLMAR,
 QP0979'THEN 0.7 MILE WEST-SOUTHWEST ON COUNTY ROAD 55, 41.0 FEET NORTHWEST OF
 QP0979'COUNTY ROAD 55, 400 FEET SOUTH OF TOWNSHIP ROAD, 112 FEET EAST OF 2ND
 QP0979'POWER POLE SOUTH OF DRIVEWAY WEST, 0.6 FOOT SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9495 ***********************************************************************
 AE9495  DESIGNATION -  3403 D 1
 AE9495  PID         -  AE9495
 AE9495  STATE/COUNTY-  MN/KANDIYOHI
 AE9495  COUNTRY     -  US
 AE9495  USGS QUAD   -  PENNOCK (1958)
 AE9495
 AE9495                         *CURRENT SURVEY CONTROL
 AE9495  ______________________________________________________________________
 AE9495* NAD 83(2007) POSITION- 45 08 39.68620(N) 095 09 55.17077(W)   ADJUSTED  
 AE9495* NAD 83(2007) ELLIP HT-   317.094 (meters)        (02/10/07)   ADJUSTED
 AE9495* NAD 83(2007) EPOCH   -  2002.00
 AE9495* NAVD 88 ORTHO HEIGHT -   343.789  (meters)    1127.91  (feet) ADJUSTED  
 AE9495  ______________________________________________________________________
 AE9495  NAD 83(2007) X  -   -405,715.646 (meters)                     COMP
 AE9495  NAD 83(2007) Y  - -4,488,155.801 (meters)                     COMP
 AE9495  NAD 83(2007) Z  -  4,498,902.922 (meters)                     COMP
 AE9495  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC09
 AE9495  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 AE9495  DYNAMIC HEIGHT  -        343.762 (meters)     1127.83  (feet) COMP
 AE9495  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 AE9495
 AE9495  VERT ORDER      -  SECOND    CLASS I
 AE9495
 AE9495  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9495  Type                                         Horiz  Ellip  Dist(km)
 AE9495  -------------------------------------------------------------------
 AE9495  NETWORK                                       0.53   0.67
 AE9495  -------------------------------------------------------------------
 AE9495  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.52   0.66      4.19
 AE9495  -------------------------------------------------------------------
 AE9495  NOTE: Click here for information on individual local accuracy
 AE9495  values and other accuracy information.
 AE9495
 AE9495
 AE9495.The horizontal coordinates were established by GPS observations
 AE9495.and adjusted by the National Geodetic Survey in February 2007.
 AE9495
 AE9495.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9495.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9495
 AE9495.The horizontal coordinates are valid at the epoch date displayed above
 AE9495.which is a decimal equivalence of Year/Month/Day.
 AE9495
 AE9495.The orthometric height was determined by differential leveling and
 AE9495.adjusted in September 2010.
 AE9495
 AE9495.Photographs are available for this station.
 AE9495
 AE9495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9495
 AE9495.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9495
 AE9495.The ellipsoidal height was determined by GPS observations
 AE9495.and is referenced to NAD 83.
 AE9495
 AE9495.The dynamic height is computed by dividing the NAVD 88
 AE9495.geopotential number by the normal gravity value computed on the
 AE9495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9495.degrees latitude (g = 980.6199 gals.).
 AE9495
 AE9495.The modeled gravity was interpolated from observed gravity values.
 AE9495
 AE9495. The following values were computed from the NAD 83(2007) position.
 AE9495
 AE9495;                    North         East     Units Scale Factor Converg.
 AE9495;SPC MN S     -   338,922.478   708,353.288   MT  0.99998500   -0 49 00.5
 AE9495;SPC MN S     - 1,111,948.16  2,323,989.08   sFT  0.99998500   -0 49 00.5
 AE9495;UTM  15      - 5,001,267.686   329,768.479   MT  0.99995633   -1 32 07.2
 AE9495
 AE9495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9495!SPC MN S     -   0.99995029  x   0.99998500  =   0.99993529
 AE9495!UTM  15      -   0.99995029  x   0.99995633  =   0.99990662
 AE9495
 AE9495                          SUPERSEDED SURVEY CONTROL
 AE9495
 AE9495  NAD 83(1996)-  45 08 39.68586(N)    095 09 55.17032(W) AD(       ) 1
 AE9495  ELLIP H (05/11/98)  317.118  (m)                       GP(       ) 4 1
 AE9495  NAVD 88 (11/26/07)  343.79   (m)         1127.9    (f) LEVELING    3  
 AE9495  NAVD 88 (09/18/98)  343.776  (m)         1127.87   (f) SUPERSEDED  2 1
 AE9495  NAVD 88 (05/11/98)  343.78   (m)         1127.9    (f) LEVELING    3  
 AE9495
 AE9495.Superseded values are not recommended for survey control.
 AE9495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9495.See file dsdata.txt to determine how the superseded data were derived.
 AE9495
 AE9495_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2976801267(NAD 83)
 AE9495
 AE9495_MARKER: DB = BENCH MARK DISK
 AE9495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9495_STAMPING: 3403 D 1 1973
 AE9495_MARK LOGO: MNHD  
 AE9495_PROJECTION: PROJECTING 15 CENTIMETERS
 AE9495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE9495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9495+STABILITY: SURFACE MOTION
 AE9495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9495+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AE9495
 AE9495  HISTORY     - Date     Condition        Report By
 AE9495  HISTORY     - 1973     MONUMENTED       MNHD
 AE9495  HISTORY     - 19970417 GOOD             MNDT
 AE9495  HISTORY     - 20060918 GOOD             MNDT
 AE9495  HISTORY     - 20060918 GOOD             MNDT
 AE9495
 AE9495                          STATION DESCRIPTION
 AE9495
 AE9495'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9495'THE MARK WAS RECOVERED IN GOOD CONDITION IN PENNOCK, 0.65 MI (1.05 KM)
 AE9495'ESE ALONG TH 12 FROM JCT OF TH 12 AND CO RD 1, AT TH 12 MP 67.55, AT
 AE9495'TH 12 STA 1423+30, 73 FT (22.3 M) SSW OF TH 12, 2 FT (0.6 M) NNE OF
 AE9495'R/W POST, 0.4 FT (12.2 CM) NNE OF WIT POST.
 AE9495
 AE9495                          STATION RECOVERY (2006)
 AE9495
 AE9495'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9495'IN PENNOCK, 0.65 MILES EAST-SOUTHEAST ALONG TRUNK HIGHWAY 12 FROM
 AE9495'JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 1, AT TRUNK HIGHWAY 12
 AE9495'MILEPOINT 67.55, AT TRUNK HIGHWAY 12 STATION 1423+30, 73 FEET
 AE9495'SOUTH-SOUTHWEST OF TRUNK HIGHWAY 12, 2 FEET NORTH-NORTHEAST OF RIGHT
 AE9495'OF WAY POST, 0.4 FEET NORTH-NORTHEAST OF WITNESS POST.
 AE9495
 AE9495                          STATION RECOVERY (2006)
 AE9495
 AE9495'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0980 ***********************************************************************
 QP0980  DESIGNATION -  3403 E
 QP0980  PID         -  QP0980
 QP0980  STATE/COUNTY-  MN/KANDIYOHI
 QP0980  COUNTRY     -  US
 QP0980  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0980
 QP0980                         *CURRENT SURVEY CONTROL
 QP0980  ______________________________________________________________________
 QP0980* NAD 83(2007) POSITION- 45 07 54.57687(N) 095 06 14.53151(W)   ADJUSTED  
 QP0980* NAD 83(2007) ELLIP HT-   320.013 (meters)        (02/10/07)   ADJUSTED
 QP0980* NAD 83(2007) EPOCH   -  2002.00
 QP0980* NAVD 88 ORTHO HEIGHT -   346.729  (meters)    1137.56  (feet) ADJUSTED  
 QP0980  ______________________________________________________________________
 QP0980  NAD 83(2007) X  -   -401,002.483 (meters)                     COMP
 QP0980  NAD 83(2007) Y  - -4,489,572.465 (meters)                     COMP
 QP0980  NAD 83(2007) Z  -  4,497,922.632 (meters)                     COMP
 QP0980  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC09
 QP0980  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 QP0980  DYNAMIC HEIGHT  -        346.704 (meters)     1137.48  (feet) COMP
 QP0980  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 QP0980
 QP0980  VERT ORDER      -  SECOND    CLASS 0
 QP0980
 QP0980  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0980  Type                                         Horiz  Ellip  Dist(km)
 QP0980  -------------------------------------------------------------------
 QP0980  NETWORK                                       1.08   1.45
 QP0980  -------------------------------------------------------------------
 QP0980  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.01   1.29      0.89
 QP0980  -------------------------------------------------------------------
 QP0980  NOTE: Click here for information on individual local accuracy
 QP0980  values and other accuracy information.
 QP0980
 QP0980
 QP0980.The horizontal coordinates were established by GPS observations
 QP0980.and adjusted by the National Geodetic Survey in February 2007.
 QP0980
 QP0980.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0980.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0980
 QP0980.The horizontal coordinates are valid at the epoch date displayed above
 QP0980.which is a decimal equivalence of Year/Month/Day.
 QP0980
 QP0980.The orthometric height was determined by differential leveling and
 QP0980.adjusted in September 1998.
 QP0980
 QP0980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0980
 QP0980.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0980
 QP0980.The ellipsoidal height was determined by GPS observations
 QP0980.and is referenced to NAD 83.
 QP0980
 QP0980.The dynamic height is computed by dividing the NAVD 88
 QP0980.geopotential number by the normal gravity value computed on the
 QP0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0980.degrees latitude (g = 980.6199 gals.).
 QP0980
 QP0980.The modeled gravity was interpolated from observed gravity values.
 QP0980
 QP0980. The following values were computed from the NAD 83(2007) position.
 QP0980
 QP0980;                    North         East     Units Scale Factor Converg.
 QP0980;SPC MN S     -   337,463.164   713,154.212   MT  0.99998257   -0 46 25.9
 QP0980;SPC MN S     - 1,107,160.40  2,339,740.11   sFT  0.99998257   -0 46 25.9
 QP0980;UTM  15      - 4,999,748.373   334,550.559   MT  0.99993659   -1 29 29.5
 QP0980
 QP0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0980!SPC MN S     -   0.99994983  x   0.99998257  =   0.99993240
 QP0980!UTM  15      -   0.99994983  x   0.99993659  =   0.99988642
 QP0980
 QP0980:                Primary Azimuth Mark                     Grid Az
 QP0980:SPC MN S     -  3403 D                                   180 47 21.7
 QP0980:UTM  15      -  3403 D                                   181 30 25.3
 QP0980
 QP0980|---------------------------------------------------------------------|
 QP0980| PID    Reference Object                     Distance      Geod. Az  |
 QP0980|                                                           dddmmss.s |
 QP0980| QP0979 3403 D                              APPROX. 0.9 KM 1800055.8 |
 QP0980| QP0981 3403 F                              APPROX. 0.8 KM 2700211.9 |
 QP0980|---------------------------------------------------------------------|
 QP0980
 QP0980                          SUPERSEDED SURVEY CONTROL
 QP0980
 QP0980  NAD 83(1996)-  45 07 54.57643(N)    095 06 14.53091(W) AD(       ) 1
 QP0980  ELLIP H (05/11/98)  320.034  (m)                       GP(       ) 4 1
 QP0980  NAVD 88 (05/11/98)  346.73   (m)         1137.6    (f) LEVELING    3  
 QP0980  NAVD 88 (06/15/91)  346.671  (m)         1137.37   (f) SUPERSEDED  2 0
 QP0980  NGVD 29 (??/??/92)  346.507  (m)         1136.83   (f) ADJ UNCH    2 0
 QP0980
 QP0980.Superseded values are not recommended for survey control.
 QP0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0980.See file dsdata.txt to determine how the superseded data were derived.
 QP0980
 QP0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3455099748(NAD 83)
 QP0980
 QP0980_MARKER: DB = BENCH MARK DISK
 QP0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0980_STAMPING: 3403 E 1973
 QP0980_MARK LOGO: MNDT  
 QP0980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0980+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1997
 QP0980
 QP0980  HISTORY     - Date     Condition        Report By
 QP0980  HISTORY     - 1973     MONUMENTED       MNDT
 QP0980  HISTORY     - 19970507 GOOD             MNDT
 QP0980
 QP0980                          STATION DESCRIPTION
 QP0980
 QP0980'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 QP0980'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 3.1 MI (5.0 KM) WEST OF
 QP0980'WILLMAR, 1.0 MI (1.6 KM) WEST OF JCT OF TH 12 AND CO RD 5, 0.17 MI
 QP0980'(0.27 KM) NORTH ALONG 45TH ST NW FROM TH 12 AT MP 70.65, 35 FT (10.7
 QP0980'M) EAST OF TWP RD, 9.3 FT (2.8 M) NORTH OF NORTH END OF CULVERT UNDER
 QP0980'FARM DRIVE EAST, 0.5 FT (15.2 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0981 ***********************************************************************
 QP0981  DESIGNATION -  3403 F
 QP0981  PID         -  QP0981
 QP0981  STATE/COUNTY-  MN/KANDIYOHI
 QP0981  COUNTRY     -  US
 QP0981  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0981
 QP0981                         *CURRENT SURVEY CONTROL
 QP0981  ______________________________________________________________________
 QP0981* NAD 83(2007) POSITION- 45 07 54.59153(N) 095 06 50.37817(W)   ADJUSTED  
 QP0981* NAD 83(2007) ELLIP HT-   316.374 (meters)        (02/10/07)   ADJUSTED
 QP0981* NAD 83(2007) EPOCH   -  2002.00
 QP0981* NAVD 88 ORTHO HEIGHT -   343.086  (meters)    1125.61  (feet) ADJUSTED  
 QP0981  ______________________________________________________________________
 QP0981  NAD 83(2007) X  -   -401,782.460 (meters)                     COMP
 QP0981  NAD 83(2007) Y  - -4,489,499.831 (meters)                     COMP
 QP0981  NAD 83(2007) Z  -  4,497,920.372 (meters)                     COMP
 QP0981  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC09
 QP0981  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 QP0981  DYNAMIC HEIGHT  -        343.061 (meters)     1125.53  (feet) COMP
 QP0981  MODELED GRAVITY -    980,532.6   (mgal)                       NAVD 88
 QP0981
 QP0981  VERT ORDER      -  SECOND    CLASS 0
 QP0981
 QP0981  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0981  Type                                         Horiz  Ellip  Dist(km)
 QP0981  -------------------------------------------------------------------
 QP0981  NETWORK                                       1.28   1.67
 QP0981  -------------------------------------------------------------------
 QP0981  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.16   1.55      0.84
 QP0981  -------------------------------------------------------------------
 QP0981  NOTE: Click here for information on individual local accuracy
 QP0981  values and other accuracy information.
 QP0981
 QP0981
 QP0981.The horizontal coordinates were established by GPS observations
 QP0981.and adjusted by the National Geodetic Survey in February 2007.
 QP0981
 QP0981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0981.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0981
 QP0981.The horizontal coordinates are valid at the epoch date displayed above
 QP0981.which is a decimal equivalence of Year/Month/Day.
 QP0981
 QP0981.The orthometric height was determined by differential leveling and
 QP0981.adjusted in September 1998.
 QP0981
 QP0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0981
 QP0981.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0981
 QP0981.The ellipsoidal height was determined by GPS observations
 QP0981.and is referenced to NAD 83.
 QP0981
 QP0981.The dynamic height is computed by dividing the NAVD 88
 QP0981.geopotential number by the normal gravity value computed on the
 QP0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0981.degrees latitude (g = 980.6199 gals.).
 QP0981
 QP0981.The modeled gravity was interpolated from observed gravity values.
 QP0981
 QP0981. The following values were computed from the NAD 83(2007) position.
 QP0981
 QP0981;                    North         East     Units Scale Factor Converg.
 QP0981;SPC MN S     -   337,474.243   712,370.997   MT  0.99998257   -0 46 51.0
 QP0981;SPC MN S     - 1,107,196.75  2,337,170.51   sFT  0.99998257   -0 46 51.0
 QP0981;UTM  15      - 4,999,769.262   333,767.578   MT  0.99993978   -1 29 54.9
 QP0981
 QP0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0981!SPC MN S     -   0.99995040  x   0.99998257  =   0.99993297
 QP0981!UTM  15      -   0.99995040  x   0.99993978  =   0.99989018
 QP0981
 QP0981:                Primary Azimuth Mark                     Grid Az
 QP0981:SPC MN S     -  3403 E                                   090 48 37.5
 QP0981:UTM  15      -  3403 E                                   091 31 41.4
 QP0981
 QP0981|---------------------------------------------------------------------|
 QP0981| PID    Reference Object                     Distance      Geod. Az  |
 QP0981|                                                           dddmmss.s |
 QP0981| QP0980 3403 E                              APPROX. 0.8 KM 0900146.5 |
 QP0981| QP0983 3403 G                              APPROX. 0.8 KM 2895831.0 |
 QP0981|---------------------------------------------------------------------|
 QP0981
 QP0981                          SUPERSEDED SURVEY CONTROL
 QP0981
 QP0981  NAD 83(1996)-  45 07 54.59112(N)    095 06 50.37757(W) AD(       ) 1
 QP0981  ELLIP H (05/11/98)  316.397  (m)                       GP(       ) 4 1
 QP0981  NAVD 88 (05/11/98)  343.09   (m)         1125.6    (f) LEVELING    3  
 QP0981  NAVD 88 (06/15/91)  343.060  (m)         1125.52   (f) SUPERSEDED  2 0
 QP0981  NGVD 29 (??/??/92)  342.895  (m)         1124.98   (f) ADJ UNCH    2 0
 QP0981
 QP0981.Superseded values are not recommended for survey control.
 QP0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0981.See file dsdata.txt to determine how the superseded data were derived.
 QP0981
 QP0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3376799769(NAD 83)
 QP0981
 QP0981_MARKER: DB = BENCH MARK DISK
 QP0981_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0981_STAMPING: 3403 F 1973
 QP0981_MARK LOGO: MNDT  
 QP0981_PROJECTION: FLUSH
 QP0981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0981+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1997
 QP0981
 QP0981  HISTORY     - Date     Condition        Report By
 QP0981  HISTORY     - 1973     MONUMENTED       MNDT
 QP0981  HISTORY     - 19970507 GOOD             MNDT
 QP0981
 QP0981                          STATION DESCRIPTION
 QP0981
 QP0981'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0981'3.3 MI SE OF PENNOCK, 1.25 MI NW OF CO RD 5, 0.5 MI NW OF 45TH ST NW,
 QP0981'68.1 FT SW OF SW RAIL OF RR, 79.6 FT NE OF TH 12 MP 70.2, 150 FT EAST
 QP0981'OF 7TH AVE NE, 12.5 FT SW OF T-POLE, 48.8 FT ESE OF TEL CABLE MARKER
 QP0981'POST, 1.0 FT SOUTH OF WIT POST.
 QP0981
 QP0981                          STATION RECOVERY (1997)
 QP0981
 QP0981'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 QP0981'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED AND IS 48.8 FT
 QP0981'(14.9 M) ESE OF TEL CABLE MARKER POST, AND 1.0 FT (0.3 M) SOUTH OF WIT
 QP0981'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0983 ***********************************************************************
 QP0983  DESIGNATION -  3403 G
 QP0983  PID         -  QP0983
 QP0983  STATE/COUNTY-  MN/KANDIYOHI
 QP0983  COUNTRY     -  US
 QP0983  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0983
 QP0983                         *CURRENT SURVEY CONTROL
 QP0983  ______________________________________________________________________
 QP0983* NAD 83(2007) POSITION- 45 08 03.84155(N) 095 07 26.33786(W)   ADJUSTED  
 QP0983* NAD 83(2007) ELLIP HT-   318.297 (meters)        (02/10/07)   ADJUSTED
 QP0983* NAD 83(2007) EPOCH   -  2002.00
 QP0983* NAVD 88 ORTHO HEIGHT -   345.011  (meters)    1131.92  (feet) ADJUSTED  
 QP0983  ______________________________________________________________________
 QP0983  NAD 83(2007) X  -   -402,547.187 (meters)                     COMP
 QP0983  NAD 83(2007) Y  - -4,489,229.481 (meters)                     COMP
 QP0983  NAD 83(2007) Z  -  4,498,123.193 (meters)                     COMP
 QP0983  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC09
 QP0983  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 QP0983  DYNAMIC HEIGHT  -        344.985 (meters)     1131.84  (feet) COMP
 QP0983  MODELED GRAVITY -    980,531.9   (mgal)                       NAVD 88
 QP0983
 QP0983  VERT ORDER      -  SECOND    CLASS 0
 QP0983
 QP0983  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0983  Type                                         Horiz  Ellip  Dist(km)
 QP0983  -------------------------------------------------------------------
 QP0983  NETWORK                                       1.95   2.37
 QP0983  -------------------------------------------------------------------
 QP0983  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.98   2.37      1.59
 QP0983  -------------------------------------------------------------------
 QP0983  NOTE: Click here for information on individual local accuracy
 QP0983  values and other accuracy information.
 QP0983
 QP0983
 QP0983.The horizontal coordinates were established by GPS observations
 QP0983.and adjusted by the National Geodetic Survey in February 2007.
 QP0983
 QP0983.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0983.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0983
 QP0983.The horizontal coordinates are valid at the epoch date displayed above
 QP0983.which is a decimal equivalence of Year/Month/Day.
 QP0983
 QP0983.The orthometric height was determined by differential leveling and
 QP0983.adjusted in June 1991.
 QP0983
 QP0983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0983
 QP0983.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0983
 QP0983.The ellipsoidal height was determined by GPS observations
 QP0983.and is referenced to NAD 83.
 QP0983
 QP0983.The dynamic height is computed by dividing the NAVD 88
 QP0983.geopotential number by the normal gravity value computed on the
 QP0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0983.degrees latitude (g = 980.6199 gals.).
 QP0983
 QP0983.The modeled gravity was interpolated from observed gravity values.
 QP0983
 QP0983. The following values were computed from the NAD 83(2007) position.
 QP0983
 QP0983;                    North         East     Units Scale Factor Converg.
 QP0983;SPC MN S     -   337,770.521   711,589.233   MT  0.99998307   -0 47 16.2
 QP0983;SPC MN S     - 1,108,168.78  2,334,605.68   sFT  0.99998307   -0 47 16.2
 QP0983;UTM  15      - 5,000,075.298   332,989.620   MT  0.99994297   -1 30 20.7
 QP0983
 QP0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0983!SPC MN S     -   0.99995010  x   0.99998307  =   0.99993317
 QP0983!UTM  15      -   0.99995010  x   0.99994297  =   0.99989307
 QP0983
 QP0983:                Primary Azimuth Mark                     Grid Az
 QP0983:SPC MN S     -  3403 F                                   110 45 21.7
 QP0983:UTM  15      -  3403 F                                   111 28 26.2
 QP0983
 QP0983|---------------------------------------------------------------------|
 QP0983| PID    Reference Object                     Distance      Geod. Az  |
 QP0983|                                                           dddmmss.s |
 QP0983| QP0981 3403 F                              APPROX. 0.8 KM 1095805.5 |
 QP0983|---------------------------------------------------------------------|
 QP0983
 QP0983                          SUPERSEDED SURVEY CONTROL
 QP0983
 QP0983  NAD 83(1996)-  45 08 03.84116(N)    095 07 26.33731(W) AD(       ) 1
 QP0983  ELLIP H (05/11/98)  318.319  (m)                       GP(       ) 4 1
 QP0983  NAVD 88 (05/11/98)  345.01   (m)         1131.9    (f) LEVELING    3  
 QP0983  NGVD 29 (??/??/92)  344.843  (m)         1131.37   (f) ADJ UNCH    2 0
 QP0983
 QP0983.Superseded values are not recommended for survey control.
 QP0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0983.See file dsdata.txt to determine how the superseded data were derived.
 QP0983
 QP0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3298900075(NAD 83)
 QP0983
 QP0983_MARKER: DB = BENCH MARK DISK
 QP0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0983_STAMPING: 3403 G 1973
 QP0983_MARK LOGO: MNDT  
 QP0983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0983+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2006
 QP0983
 QP0983  HISTORY     - Date     Condition        Report By
 QP0983  HISTORY     - 1973     MONUMENTED       MNDT
 QP0983  HISTORY     - 19970507 GOOD             MNDT
 QP0983  HISTORY     - 20060209 GOOD             DUCKS
 QP0983
 QP0983                          STATION DESCRIPTION
 QP0983
 QP0983'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 QP0983'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2.75 MI (4.43 KM) SE OF
 QP0983'PENNOCK, IN NE QUADRANT OF JCT OF TH 12 AND TWP RD (60TH ST NW) , AT
 QP0983'TH 12 MP 69.65, 46.0 FT (14.0 M) EAST OF 60TH ST NW, 58.6 FT (17.9 M)
 QP0983'SW OF SW RAIL OF RR, 15.6 FT (4.8 M) SE OF T-POLE, 1.3 FT (0.4 M)
 QP0983'SOUTH OF WIT POST.
 QP0983
 QP0983                          STATION RECOVERY (2006)
 QP0983
 QP0983'RECOVERY NOTE BY DUCKS UNLIMITED 2006 (GLJ)
 QP0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0982 ***********************************************************************
 QP0982  DESIGNATION -  3403 G 1
 QP0982  PID         -  QP0982
 QP0982  STATE/COUNTY-  MN/KANDIYOHI
 QP0982  COUNTRY     -  US
 QP0982  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0982
 QP0982                         *CURRENT SURVEY CONTROL
 QP0982  ______________________________________________________________________
 QP0982* NAD 83(1986) POSITION- 45 07 55.     (N) 095 07 30.     (W)   SCALED    
 QP0982* NAVD 88 ORTHO HEIGHT -   344.417  (meters)    1129.97  (feet) ADJUSTED  
 QP0982  ______________________________________________________________________
 QP0982  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 QP0982  DYNAMIC HEIGHT  -        344.392 (meters)     1129.89  (feet) COMP
 QP0982  MODELED GRAVITY -    980,531.9   (mgal)                       NAVD 88
 QP0982
 QP0982  VERT ORDER      -  SECOND    CLASS 0
 QP0982
 QP0982.The horizontal coordinates were scaled from a topographic map and have
 QP0982.an estimated accuracy of +/- 6 seconds.
 QP0982.
 QP0982.The orthometric height was determined by differential leveling and
 QP0982.adjusted in September 1998.
 QP0982
 QP0982.The dynamic height is computed by dividing the NAVD 88
 QP0982.geopotential number by the normal gravity value computed on the
 QP0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0982.degrees latitude (g = 980.6199 gals.).
 QP0982
 QP0982.The modeled gravity was interpolated from observed gravity values.
 QP0982
 QP0982;                    North         East    Units  Estimated Accuracy
 QP0982;SPC MN S     -   337,500.      711,510.      MT  (+/- 180 meters Scaled)
 QP0982
 QP0982                          SUPERSEDED SURVEY CONTROL
 QP0982
 QP0982  NAVD 88 (06/15/91)  344.353  (m)         1129.76   (f) SUPERSEDED  2 0
 QP0982  NGVD 29 (??/??/92)  344.186  (m)         1129.22   (f) ADJ UNCH    2 0
 QP0982
 QP0982.Superseded values are not recommended for survey control.
 QP0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0982.See file dsdata.txt to determine how the superseded data were derived.
 QP0982
 QP0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK329998(NAD 83)
 QP0982
 QP0982_MARKER: DB = BENCH MARK DISK
 QP0982_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0982_STAMPING: 3403 G 1 1973
 QP0982_MARK LOGO: MNDT  
 QP0982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0982+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1997
 QP0982
 QP0982  HISTORY     - Date     Condition        Report By
 QP0982  HISTORY     - 1973     MONUMENTED       MNDT
 QP0982  HISTORY     - 19970507 GOOD             MNDT
 QP0982
 QP0982                          STATION DESCRIPTION
 QP0982
 QP0982'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 QP0982'2.75 MI (4.43 KM) SE OF PENNOCK, 0.2 MI (0.3 KM) SOUTH ON 60TH ST NW
 QP0982'FROM TH 12 MP 69.65, 48 FT (14.6 M) SW OF JCT OF 6TH ST AND 7TH AVE NW
 QP0982'(OLD TH 12) , 61.4 FT (18.7 M) SOUTH OF TEL CABLE BOX, 29.6 FT (9.0 M)
 QP0982'NE OF P-POLE, 16.3 FT (5.0 M) EAST OF 18 INCH WHITE ASH TREE, AND 1.2
 QP0982'FT (0.4 M) NE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9481 ***********************************************************************
 AE9481  DESIGNATION -  3403 H
 AE9481  PID         -  AE9481
 AE9481  STATE/COUNTY-  MN/KANDIYOHI
 AE9481  COUNTRY     -  US
 AE9481  USGS QUAD   -  PENNOCK (1958)
 AE9481
 AE9481                         *CURRENT SURVEY CONTROL
 AE9481  ______________________________________________________________________
 AE9481* NAD 83(2007) POSITION- 45 09 14.54774(N) 095 12 03.28193(W)   ADJUSTED  
 AE9481* NAD 83(2007) ELLIP HT-   314.990 (meters)        (11/26/07)   ADJUSTED
 AE9481* NAD 83(2007) EPOCH   -  2002.00
 AE9481* NAVD 88 ORTHO HEIGHT -   341.628  (meters)    1120.82  (feet) ADJUSTED  
 AE9481  ______________________________________________________________________
 AE9481  NAD 83(2007) X  -   -408,433.863 (meters)                     COMP
 AE9481  NAD 83(2007) Y  - -4,487,141.602 (meters)                     COMP
 AE9481  NAD 83(2007) Z  -  4,499,660.473 (meters)                     COMP
 AE9481  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC09
 AE9481  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 AE9481  DYNAMIC HEIGHT  -        341.602 (meters)     1120.74  (feet) COMP
 AE9481  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 AE9481
 AE9481  VERT ORDER      -  SECOND    CLASS I
 AE9481  ELLP ORDER      -  FOURTH    CLASS I
 AE9481
 AE9481  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9481  Type                                         Horiz  Ellip  Dist(km)
 AE9481  -------------------------------------------------------------------
 AE9481  NETWORK                                       0.55   0.69
 AE9481  -------------------------------------------------------------------
 AE9481  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.55      3.00
 AE9481  -------------------------------------------------------------------
 AE9481  NOTE: Click here for information on individual local accuracy
 AE9481  values and other accuracy information.
 AE9481
 AE9481
 AE9481.The horizontal coordinates were established by GPS observations
 AE9481.and adjusted by the National Geodetic Survey in February 2007.
 AE9481
 AE9481.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9481.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9481
 AE9481.The horizontal coordinates are valid at the epoch date displayed above
 AE9481.which is a decimal equivalence of Year/Month/Day.
 AE9481
 AE9481.The orthometric height was determined by differential leveling and
 AE9481.adjusted in September 1998.
 AE9481
 AE9481.Photographs are available for this station.
 AE9481
 AE9481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9481
 AE9481.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9481
 AE9481.The ellipsoidal height was determined by GPS observations
 AE9481.and is referenced to NAD 83.
 AE9481
 AE9481.The dynamic height is computed by dividing the NAVD 88
 AE9481.geopotential number by the normal gravity value computed on the
 AE9481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9481.degrees latitude (g = 980.6199 gals.).
 AE9481
 AE9481.The modeled gravity was interpolated from observed gravity values.
 AE9481
 AE9481. The following values were computed from the NAD 83(2007) position.
 AE9481
 AE9481;                    North         East     Units Scale Factor Converg.
 AE9481;SPC MN S     -   340,039.055   705,570.610   MT  0.99998692   -0 50 30.3
 AE9481;SPC MN S     - 1,115,611.47  2,314,859.58   sFT  0.99998692   -0 50 30.3
 AE9481;UTM  15      - 5,002,419.058   327,000.094   MT  0.99996801   -1 33 39.0
 AE9481
 AE9481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9481!SPC MN S     -   0.99995062  x   0.99998692  =   0.99993754
 AE9481!UTM  15      -   0.99995062  x   0.99996801  =   0.99991863
 AE9481
 AE9481:                Primary Azimuth Mark                     Grid Az
 AE9481:SPC MN S     -  3403 L                                   106 39 56.4
 AE9481:UTM  15      -  3403 L                                   107 23 05.1
 AE9481
 AE9481|---------------------------------------------------------------------|
 AE9481| PID    Reference Object                     Distance      Geod. Az  |
 AE9481|                                                           dddmmss.s |
 AE9481| DK2760 3403 L                              APPROX. 1.2 KM 1054926.1 |
 AE9481|---------------------------------------------------------------------|
 AE9481
 AE9481                          SUPERSEDED SURVEY CONTROL
 AE9481
 AE9481  NAD 83(1996)-  45 09 14.54702(N)    095 12 03.28363(W) AD(       ) 1
 AE9481  ELLIP H (02/10/07)  314.983  (m)                       GP(       )    
 AE9481  NAD 83(1996)-  45 09 14.54747(N)    095 12 03.28156(W) AD(       ) 1
 AE9481  ELLIP H (05/11/98)  315.009  (m)                       GP(       ) 4 1
 AE9481  NAVD 88 (05/11/98)  341.63   (m)         1120.8    (f) LEVELING    3  
 AE9481
 AE9481.Superseded values are not recommended for survey control.
 AE9481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9481.See file dsdata.txt to determine how the superseded data were derived.
 AE9481
 AE9481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2700002419(NAD 83)
 AE9481
 AE9481_MARKER: DD = SURVEY DISK
 AE9481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9481_STAMPING: 3403 H 1997
 AE9481_MARK LOGO: MNDT  
 AE9481_PROJECTION: RECESSED 8 CENTIMETERS
 AE9481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9481+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AE9481_ROD/PIPE-DEPTH:  6.1 meters
 AE9481
 AE9481  HISTORY     - Date     Condition        Report By
 AE9481  HISTORY     - 1997     MONUMENTED       MNDT
 AE9481  HISTORY     - 20060918 GOOD             MNDT
 AE9481  HISTORY     - 20060918 GOOD             MNDT
 AE9481
 AE9481                          STATION DESCRIPTION
 AE9481
 AE9481'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9481'THE MARK IS LOCATED 1.25 MI (2.01 KM) WNW OF PENNOCK, 1.25 MI (2.01
 AE9481'KM) WNW ON TH 12 FROM JCT TH 12 AND CO RD 1 IN PENNOCK, AT TH 12 MP
 AE9481'65.7, 105 FT (32.0 M) NNE OF TH 12, 24.8 FT (7.6 M) SSW OF SOUTH RAIL
 AE9481'OF RR, 61.2 FT (18.7 M) SE OF CONCRETE BASE OF RR SIGNAL, 18 FT (5.5
 AE9481'M) ESE OF ENT, 2.4 FT (0.7 M) WNW OF WIT POST.
 AE9481
 AE9481                          STATION RECOVERY (2006)
 AE9481
 AE9481'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9481'1.25 MILES WEST-NORTHWEST OF PENNOCK, 1.25 MILES WEST-NORTHWEST ON
 AE9481'TRUNK HIGHWAY 12 FROM JUNCTION TRUNK HIGHWAY 12 AND COUNTY ROAD 1 IN
 AE9481'PENNOCK, AT TRUNK HIGHWAY 12 MILEPOINT 65.7, 105 FEET NORTH-NORTHEAST
 AE9481'OF TRUNK HIGHWAY 12, 24.8 FEET SOUTH-SOUTHWEST OF SOUTH RAIL OF
 AE9481'RAILROAD, 61.2 FEET SOUTHEAST OF CONCRETE BASE OF RAILROAD SIGNAL, 18
 AE9481'FEET EAST-SOUTHEAST OF ENTRANCE, 2.4 FEET WEST-NORTHWEST OF WITNESS
 AE9481'POST.
 AE9481
 AE9481                          STATION RECOVERY (2006)
 AE9481
 AE9481'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9481'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9482 ***********************************************************************
 AE9482  DESIGNATION -  3403 J
 AE9482  PID         -  AE9482
 AE9482  STATE/COUNTY-  MN/KANDIYOHI
 AE9482  COUNTRY     -  US
 AE9482  USGS QUAD   -  PENNOCK (1958)
 AE9482
 AE9482                         *CURRENT SURVEY CONTROL
 AE9482  ______________________________________________________________________
 AE9482* NAD 83(2007) POSITION- 45 08 22.64131(N) 095 08 40.14278(W)   ADJUSTED  
 AE9482* NAD 83(2007) ELLIP HT-   318.981 (meters)        (02/10/07)   ADJUSTED
 AE9482* NAD 83(2007) EPOCH   -  2002.00
 AE9482* NAVD 88 ORTHO HEIGHT -   345.689  (meters)    1134.15  (feet) ADJUSTED  
 AE9482  ______________________________________________________________________
 AE9482  NAD 83(2007) X  -   -404,116.637 (meters)                     COMP
 AE9482  NAD 83(2007) Y  - -4,488,675.915 (meters)                     COMP
 AE9482  NAD 83(2007) Z  -  4,498,533.093 (meters)                     COMP
 AE9482  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC09
 AE9482  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 AE9482  DYNAMIC HEIGHT  -        345.663 (meters)     1134.06  (feet) COMP
 AE9482  MODELED GRAVITY -    980,530.7   (mgal)                       NAVD 88
 AE9482
 AE9482  VERT ORDER      -  SECOND    CLASS I
 AE9482
 AE9482  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9482  Type                                         Horiz  Ellip  Dist(km)
 AE9482  -------------------------------------------------------------------
 AE9482  NETWORK                                       0.91   1.20
 AE9482  -------------------------------------------------------------------
 AE9482  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.85   1.14      1.72
 AE9482  -------------------------------------------------------------------
 AE9482  NOTE: Click here for information on individual local accuracy
 AE9482  values and other accuracy information.
 AE9482
 AE9482
 AE9482.The horizontal coordinates were established by GPS observations
 AE9482.and adjusted by the National Geodetic Survey in February 2007.
 AE9482
 AE9482.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9482.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9482
 AE9482.The horizontal coordinates are valid at the epoch date displayed above
 AE9482.which is a decimal equivalence of Year/Month/Day.
 AE9482
 AE9482.The orthometric height was determined by differential leveling and
 AE9482.adjusted in September 2010.
 AE9482
 AE9482.Photographs are available for this station.
 AE9482
 AE9482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9482
 AE9482.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9482
 AE9482.The ellipsoidal height was determined by GPS observations
 AE9482.and is referenced to NAD 83.
 AE9482
 AE9482.The dynamic height is computed by dividing the NAVD 88
 AE9482.geopotential number by the normal gravity value computed on the
 AE9482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9482.degrees latitude (g = 980.6199 gals.).
 AE9482
 AE9482.The modeled gravity was interpolated from observed gravity values.
 AE9482
 AE9482. The following values were computed from the NAD 83(2007) position.
 AE9482
 AE9482;                    North         East     Units Scale Factor Converg.
 AE9482;SPC MN S     -   338,373.192   709,984.857   MT  0.99998408   -0 48 07.9
 AE9482;SPC MN S     - 1,110,146.05  2,329,341.99   sFT  0.99998408   -0 48 07.9
 AE9482;UTM  15      - 5,000,698.005   331,392.982   MT  0.99994956   -1 31 13.5
 AE9482
 AE9482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9482!SPC MN S     -   0.99994999  x   0.99998408  =   0.99993407
 AE9482!UTM  15      -   0.99994999  x   0.99994956  =   0.99989955
 AE9482
 AE9482                          SUPERSEDED SURVEY CONTROL
 AE9482
 AE9482  NAD 83(1996)-  45 08 22.64100(N)    095 08 40.14236(W) AD(       ) 1
 AE9482  ELLIP H (05/11/98)  319.004  (m)                       GP(       ) 4 1
 AE9482  NAVD 88 (11/26/07)  345.69   (m)         1134.2    (f) LEVELING    3  
 AE9482  NAVD 88 (09/18/98)  345.672  (m)         1134.09   (f) SUPERSEDED  2 1
 AE9482  NAVD 88 (05/11/98)  345.67   (m)         1134.1    (f) LEVELING    3  
 AE9482
 AE9482.Superseded values are not recommended for survey control.
 AE9482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9482.See file dsdata.txt to determine how the superseded data were derived.
 AE9482
 AE9482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3139200698(NAD 83)
 AE9482
 AE9482_MARKER: DB = BENCH MARK DISK
 AE9482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9482_STAMPING: 3403 J 1997
 AE9482_MARK LOGO: MNDT  
 AE9482_PROJECTION: FLUSH
 AE9482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE9482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9482+STABILITY: SURFACE MOTION
 AE9482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9482+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 AE9482
 AE9482  HISTORY     - Date     Condition        Report By
 AE9482  HISTORY     - 1997     MONUMENTED       MNDT
 AE9482  HISTORY     - 20060918 GOOD             MNDT
 AE9482  HISTORY     - 20060918 GOOD             MNDT
 AE9482
 AE9482                          STATION DESCRIPTION
 AE9482
 AE9482'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9482'THE MARK IS LOCATED 1.7 MI (2.7 KM) ESE OF PENNOCK, 1.70 MI (2.74 KM)
 AE9482'ESE ON TH 12 FROM JCT TH 12 AND CO RD 1 IN PENNOCK, AT TH 12 MP 68.55,
 AE9482'92.4 FT (28.2 M) NNE OF TH 12, 54 FT (16.5 M) ESE OF CO RD 116, 55.7
 AE9482'FT (17.0 M) SSW OF SOUTH RAIL OF RR, 33.3 FT (10.1 M) WNW OF T-POLE,
 AE9482'19 FT (5.8 M) ESE OF T-POLE, 0.5 FT (15.2 CM) WNW OF WIT POST.
 AE9482
 AE9482                          STATION RECOVERY (2006)
 AE9482
 AE9482'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9482'1.7 MILES EAST-SOUTHEAST OF PENNOCK, 1.70 MILES EAST-SOUTHEAST ON
 AE9482'TRUNK HIGHWAY 12 FROM JUNCTION TRUNK HIGHWAY 12 AND COUNTY ROAD 1 IN
 AE9482'PENNOCK, AT TRUNK HIGHWAY 12 MILEPOINT 68.55, 92.4 FEET
 AE9482'NORTH-NORTHEAST OF TRUNK HIGHWAY 12, 54 FEET EAST-SOUTHEAST OF COUNTY
 AE9482'ROAD 116, 55.7 FEET SOUTH-SOUTHWEST OF SOUTH RAIL OF RAILROAD, 33.3
 AE9482'FEET WEST-NORTHWEST OF TELEPHONE POLE, 19 FEET EAST-SOUTHEAST OF
 AE9482'TELEPHONE POLE, 0.5 FEET WEST-NORTHWEST OF WITNESS POST.
 AE9482
 AE9482                          STATION RECOVERY (2006)
 AE9482
 AE9482'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AE9482'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2759 ***********************************************************************
 DK2759  DESIGNATION -  3403 K
 DK2759  PID         -  DK2759
 DK2759  STATE/COUNTY-  MN/KANDIYOHI
 DK2759  COUNTRY     -  US
 DK2759  USGS QUAD   -  PENNOCK (1958)
 DK2759
 DK2759                         *CURRENT SURVEY CONTROL
 DK2759  ______________________________________________________________________
 DK2759* NAD 83(2007) POSITION- 45 09 20.38243(N) 095 12 22.31205(W)   ADJUSTED  
 DK2759* NAD 83(2007) ELLIP HT-   314.937 (meters)        (07/17/09)   ADJUSTED
 DK2759* NAD 83(2007) EPOCH   -  2002.00
 DK2759* NAVD 88 ORTHO HEIGHT -   341.584  (meters)    1120.68  (feet) ADJUSTED  
 DK2759  ______________________________________________________________________
 DK2759  NAD 83(2007) X  -   -408,836.256 (meters)                     COMP
 DK2759  NAD 83(2007) Y  - -4,486,976.675 (meters)                     COMP
 DK2759  NAD 83(2007) Z  -  4,499,787.462 (meters)                     COMP
 DK2759  LAPLACE CORR    -         -2.17  (seconds)                    DEFLEC09
 DK2759  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DK2759  DYNAMIC HEIGHT  -        341.558 (meters)     1120.59  (feet) COMP
 DK2759  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 DK2759
 DK2759  HORZ ORDER      -  FIRST
 DK2759  VERT ORDER      -  SECOND    CLASS I
 DK2759  ELLP ORDER      -  FOURTH    CLASS I
 DK2759
 DK2759.The horizontal coordinates were established by GPS observations
 DK2759.and adjusted by the National Geodetic Survey in July 2009.
 DK2759
 DK2759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2759.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2759
 DK2759.The horizontal coordinates are valid at the epoch date displayed above
 DK2759.which is a decimal equivalence of Year/Month/Day.
 DK2759
 DK2759.The orthometric height was determined by differential leveling and
 DK2759.adjusted in September 2010.
 DK2759
 DK2759.Photographs are available for this station.
 DK2759
 DK2759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2759
 DK2759.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2759
 DK2759.The ellipsoidal height was determined by GPS observations
 DK2759.and is referenced to NAD 83.
 DK2759
 DK2759.The dynamic height is computed by dividing the NAVD 88
 DK2759.geopotential number by the normal gravity value computed on the
 DK2759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2759.degrees latitude (g = 980.6199 gals.).
 DK2759
 DK2759.The modeled gravity was interpolated from observed gravity values.
 DK2759
 DK2759. The following values were computed from the NAD 83(2007) position.
 DK2759
 DK2759;                    North         East     Units Scale Factor Converg.
 DK2759;SPC MN S     -   340,225.275   705,157.641   MT  0.99998724   -0 50 43.6
 DK2759;SPC MN S     - 1,116,222.42  2,313,504.69   sFT  0.99998724   -0 50 43.6
 DK2759;UTM  15      - 5,002,610.442   326,589.502   MT  0.99996976   -1 33 52.7
 DK2759
 DK2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2759!SPC MN S     -   0.99995063  x   0.99998724  =   0.99993787
 DK2759!UTM  15      -   0.99995063  x   0.99996976  =   0.99992039
 DK2759
 DK2759:                Primary Azimuth Mark                     Grid Az
 DK2759:SPC MN S     -  3403 H                                   114 16 18.9
 DK2759:UTM  15      -  3403 H                                   114 59 28.0
 DK2759
 DK2759|---------------------------------------------------------------------|
 DK2759| PID    Reference Object                     Distance      Geod. Az  |
 DK2759|                                                           dddmmss.s |
 DK2759| AE9481 3403 H                              453.019 METERS 1132535.3 |
 DK2759|---------------------------------------------------------------------|
 DK2759
 DK2759                          SUPERSEDED SURVEY CONTROL
 DK2759
 DK2759  NAD 83(1996)-  45 09 20.38198(N)    095 12 22.31209(W) AD(       ) 1
 DK2759  ELLIP H (11/26/07)  314.963  (m)                       GP(       ) 4 1
 DK2759  NAVD 88 (11/26/07)  341.58   (m)         1120.7    (f) LEVELING    3  
 DK2759
 DK2759.Superseded values are not recommended for survey control.
 DK2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2759.See file dsdata.txt to determine how the superseded data were derived.
 DK2759
 DK2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2658902610(NAD 83)
 DK2759
 DK2759_MARKER: DD = SURVEY DISK
 DK2759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2759_STAMPING: 3403 K 2006
 DK2759_MARK LOGO: MNDT  
 DK2759_PROJECTION: FLUSH
 DK2759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2759+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DK2759_ROD/PIPE-DEPTH: 12.2 meters
 DK2759
 DK2759  HISTORY     - Date     Condition        Report By
 DK2759  HISTORY     - 2006     MONUMENTED       MNDT
 DK2759  HISTORY     - 20061004 GOOD             MNDT
 DK2759
 DK2759                          STATION DESCRIPTION
 DK2759
 DK2759'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK2759'2.0 MILES NORTHWEST OF PENNOCK, 1.50 MILES NORTHWEST ALONG TRUNK
 DK2759'HIGHWAY 12 FROM TRUNK HIGHWAY 12 AND COUNTY ROAD 1 IN PENNOCK, AT
 DK2759'TRUNK HIGHWAY 12 MILEPOST 65.40, 203.0 FEET NORTHEAST OF TRUNK HIGHWAY
 DK2759'12, 28.6 FEET WEST OF 120 TH STREET NORTHWEST, 4.0 FEET SOUTH
 DK2759'SOUTHWEST OF CABLE PEDESTAL NUMBER D11, 68.0 FEET NORTHEAST OF
 DK2759'NORTHEAST RAIL OF RAILROAD TRACKS, 1.0 FEET SOUTH OF WITNESS POST.
 DK2759
 DK2759                          STATION RECOVERY (2006)
 DK2759
 DK2759'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2760 ***********************************************************************
 DK2760  DESIGNATION -  3403 L
 DK2760  PID         -  DK2760
 DK2760  STATE/COUNTY-  MN/KANDIYOHI
 DK2760  COUNTRY     -  US
 DK2760  USGS QUAD   -  PENNOCK (1958)
 DK2760
 DK2760                         *CURRENT SURVEY CONTROL
 DK2760  ______________________________________________________________________
 DK2760* NAD 83(2007) POSITION- 45 09 03.66506(N) 095 11 09.03587(W)   ADJUSTED  
 DK2760* NAD 83(2007) ELLIP HT-   314.436 (meters)        (07/17/09)   ADJUSTED
 DK2760* NAD 83(2007) EPOCH   -  2002.00
 DK2760* NAVD 88 ORTHO HEIGHT -   341.107  (meters)    1119.12  (feet) ADJUSTED  
 DK2760  ______________________________________________________________________
 DK2760  NAD 83(2007) X  -   -407,275.260 (meters)                     COMP
 DK2760  NAD 83(2007) Y  - -4,487,485.698 (meters)                     COMP
 DK2760  NAD 83(2007) Z  -  4,499,423.145 (meters)                     COMP
 DK2760  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC09
 DK2760  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DK2760  DYNAMIC HEIGHT  -        341.081 (meters)     1119.03  (feet) COMP
 DK2760  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 DK2760
 DK2760  HORZ ORDER      -  FIRST
 DK2760  VERT ORDER      -  SECOND    CLASS I
 DK2760  ELLP ORDER      -  FOURTH    CLASS I
 DK2760
 DK2760.The horizontal coordinates were established by GPS observations
 DK2760.and adjusted by the National Geodetic Survey in July 2009.
 DK2760
 DK2760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2760.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2760
 DK2760.The horizontal coordinates are valid at the epoch date displayed above
 DK2760.which is a decimal equivalence of Year/Month/Day.
 DK2760
 DK2760.The orthometric height was determined by differential leveling and
 DK2760.adjusted in September 2010.
 DK2760
 DK2760.Photographs are available for this station.
 DK2760
 DK2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2760
 DK2760.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2760
 DK2760.The ellipsoidal height was determined by GPS observations
 DK2760.and is referenced to NAD 83.
 DK2760
 DK2760.The dynamic height is computed by dividing the NAVD 88
 DK2760.geopotential number by the normal gravity value computed on the
 DK2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2760.degrees latitude (g = 980.6199 gals.).
 DK2760
 DK2760.The modeled gravity was interpolated from observed gravity values.
 DK2760
 DK2760. The following values were computed from the NAD 83(2007) position.
 DK2760
 DK2760;                    North         East     Units Scale Factor Converg.
 DK2760;SPC MN S     -   339,685.841   706,750.499   MT  0.99998632   -0 49 52.3
 DK2760;SPC MN S     - 1,114,452.63  2,318,730.60   sFT  0.99998632   -0 49 52.3
 DK2760;UTM  15      - 5,002,051.073   328,175.433   MT  0.99996303   -1 33 00.3
 DK2760
 DK2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2760!SPC MN S     -   0.99995070  x   0.99998632  =   0.99993702
 DK2760!UTM  15      -   0.99995070  x   0.99996303  =   0.99991374
 DK2760
 DK2760:                Primary Azimuth Mark                     Grid Az
 DK2760:SPC MN S     -  3403 H                                   286 39 56.9
 DK2760:UTM  15      -  3403 H                                   287 23 04.9
 DK2760
 DK2760|---------------------------------------------------------------------|
 DK2760| PID    Reference Object                     Distance      Geod. Az  |
 DK2760|                                                           dddmmss.s |
 DK2760| AE9481 3403 H                              APPROX. 1.2 KM 2855004.6 |
 DK2760|---------------------------------------------------------------------|
 DK2760
 DK2760                          SUPERSEDED SURVEY CONTROL
 DK2760
 DK2760  NAD 83(1996)-  45 09 03.66482(N)    095 11 09.03605(W) AD(       ) 1
 DK2760  ELLIP H (11/26/07)  314.464  (m)                       GP(       ) 4 1
 DK2760  NAVD 88 (11/26/07)  341.11   (m)         1119.1    (f) LEVELING    3  
 DK2760
 DK2760.Superseded values are not recommended for survey control.
 DK2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2760.See file dsdata.txt to determine how the superseded data were derived.
 DK2760
 DK2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2817502051(NAD 83)
 DK2760
 DK2760_MARKER: DD = SURVEY DISK
 DK2760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2760_STAMPING: 3403 L 2006
 DK2760_MARK LOGO: MNDT  
 DK2760_PROJECTION: FLUSH
 DK2760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2760+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2006
 DK2760_ROD/PIPE-DEPTH:  9.1 meters
 DK2760
 DK2760  HISTORY     - Date     Condition        Report By
 DK2760  HISTORY     - 2006     MONUMENTED       MNDT
 DK2760  HISTORY     - 20061004 GOOD             MNDT
 DK2760
 DK2760                          STATION DESCRIPTION
 DK2760
 DK2760'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK2760'0.5 MILES NORTHWEST OF PENNOCK, 0.45 MILES NORTHWEST ALONG TRUNK
 DK2760'HIGHWAY 12 FROM TRUNK HIGHWAY 12 AND COUNTY ROAD 1 IN PENNOCK, TO
 DK2760'TRUNK HIGHWAY 12 MILEPOST 66.45, THEN 0.10 MILES NORTH ON 105 TH
 DK2760'STREET NORTHWEST, 50.5 FEET WEST OF 105 TH STREET NORTHWEST, 20 FEET
 DK2760'NORTH OF FIELD ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST.
 DK2760
 DK2760                          STATION RECOVERY (2006)
 DK2760
 DK2760'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0459 ***********************************************************************
 QP0459  DESIGNATION -  3404 A
 QP0459  PID         -  QP0459
 QP0459  STATE/COUNTY-  MN/KANDIYOHI
 QP0459  COUNTRY     -  US
 QP0459  USGS QUAD   -  SPICER (1982)
 QP0459
 QP0459                         *CURRENT SURVEY CONTROL
 QP0459  ______________________________________________________________________
 QP0459* NAD 83(1986) POSITION- 45 07 55.8    (N) 094 57 23.1    (W)   HD_HELD2  
 QP0459* NAVD 88 ORTHO HEIGHT -   367.485  (meters)    1205.66  (feet) ADJUSTED  
 QP0459  ______________________________________________________________________
 QP0459  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 QP0459  DYNAMIC HEIGHT  -        367.455 (meters)     1205.56  (feet) COMP
 QP0459  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 QP0459
 QP0459  VERT ORDER      -  SECOND    CLASS 0
 QP0459
 QP0459.The horizontal coordinates were established by autonomous hand held GPS
 QP0459.observations and have an estimated accuracy of +/- 10 meters.
 QP0459.
 QP0459.The orthometric height was determined by differential leveling and
 QP0459.adjusted in June 1995.
 QP0459
 QP0459.Photographs are available for this station.
 QP0459
 QP0459.The dynamic height is computed by dividing the NAVD 88
 QP0459.geopotential number by the normal gravity value computed on the
 QP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0459.degrees latitude (g = 980.6199 gals.).
 QP0459
 QP0459.The modeled gravity was interpolated from observed gravity values.
 QP0459
 QP0459;                    North         East    Units  Estimated Accuracy
 QP0459;SPC MN S     -   337,355.      724,766.      MT  (+/- 10 meters HH2 GPS)
 QP0459
 QP0459                          SUPERSEDED SURVEY CONTROL
 QP0459
 QP0459  NAVD 88 (06/15/91)  367.473  (m)         1205.62   (f) SUPERSEDED  2 0
 QP0459  NGVD 29 (??/??/92)  367.290  (m)         1205.02   (f) ADJ UNCH    2 0
 QP0459
 QP0459.Superseded values are not recommended for survey control.
 QP0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0459.See file dsdata.txt to determine how the superseded data were derived.
 QP0459
 QP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4615999494(NAD 83)
 QP0459
 QP0459_MARKER: DB = BENCH MARK DISK
 QP0459_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0459_SP_SET: PREFAB CONC. POST IN EARTH
 QP0459_STAMPING: 3404 A 1973
 QP0459_MARK LOGO: MNDT  
 QP0459_PROJECTION: FLUSH
 QP0459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0459+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP0459
 QP0459  HISTORY     - Date     Condition        Report By
 QP0459  HISTORY     - 19730401 MONUMENTED       MNHD
 QP0459  HISTORY     - 19790411 GOOD             MNDT
 QP0459  HISTORY     - 20080702 GOOD             MNDT
 QP0459
 QP0459                          STATION DESCRIPTION
 QP0459
 QP0459'DESCRIBED BY MN HIGHWAY DEPT 1973
 QP0459'1.25 MI W FROM KANDIYOHI.
 QP0459'MARK IS LOCATED 1.25 MILES WEST ALONG TH 12 FROM THE JUNCTION OF TH 12
 QP0459'AND COUNTY ROAD 8 (NORTH) IN KANDIYOHI, 0.25 MILES EAST OF COUNTY ROAD
 QP0459'127, 74 FEET NORTH OF, AND 2 FEET LOWER THAN THE CENTERLINE OF TH 12
 QP0459'AT MILE POINT 78.2, 48 FEET EAST OF AN ADVERTISING SIGN (MILK), 48
 QP0459'FEET SOUTHEAST OF THE SOUTH POLE OF A TWIN TELEPHONE POLE, 1.5 FEET
 QP0459'SOUTHEAST OF A CONCRETE RIGHT OF WAY MONUMENT, 2.3 FEET EAST-SOUTHEAST
 QP0459'OF A STEEL WITNESS (ALSO RIGHT OF WAY) POST, IN A CONCRETE MONUMENT
 QP0459'PROJECTING 1 INCH ABOVE GROUND.  NW 1/4 SECTION 9, T 119, R 34.
 QP0459
 QP0459                          STATION RECOVERY (1979)
 QP0459
 QP0459'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QP0459'THE MARK IS LOCATED 1.25 MILES (2.01 KM) WEST ALONG TRUNK HIGHWAY 12
 QP0459'FROM ITS JUNCTION WITH COUNTY ROAD 8 TO THE NORTH IN KANDIYOHI, 0.25
 QP0459'MILE (0.40 KM) EAST OF COUNTY ROAD 127, 74 FEET (22.6 M) NORTH OF AND
 QP0459'ABOUT 2 FEET (0.6 M) LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 12,
 QP0459'IN THE NW 1/4 OF SECTION 9, T119N, R34W, NEAR TRUNK HIGHWAY 12
 QP0459'MILEPOINT 78.2.  THE MARK IS 48.2 FEET (14.7 M) SOUTHEAST OF THE
 QP0459'SOUTH TELEGRAPH POLE OF TWIN POLES, 95.4 FEET (29.1 M) SOUTH OF THE
 QP0459'SOUTH RAIL OF THE RAILROAD, 1.4 FEET (0.4 M) EAST-SOUTHEAST OF A
 QP0459'RIGHT-OF-WAY REFERENGE MONUMENT AND 2.4 FEET (0.7 M) EAST-SOUTHEAST
 QP0459'OF A STEEL RIGHT-OF-WAY POST WITH A BENCH MARK SIGN ON IT.  THE MARK,
 QP0459'A STANDARD MNDT BENCH MARK DISK STAMPED---3404 A 1973---, SET IN THE
 QP0459'TOP OF A MAGNETIC PRECAST CONCRETE POST THAT PROJECTS ABOUT 3 INCHES
 QP0459'ABOVE THE SURFACE OF THE GROUND.
 QP0459
 QP0459                          STATION RECOVERY (2008)
 QP0459
 QP0459'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP0459'A NEW DESCRIPTION FOLLOWS.
 QP0459' 
 QP0459'THE MARK IS 1.25 MI (2.0 KM) WEST OF KANDIYOHI.
 QP0459' 
 QP0459'TO REACH THE MARK GO 1.3 MI (2.1 KM) WEST ALONG TRUNK HIGHWAY 12 FROM
 QP0459'THE JUNCTION OF TRUNK HIGHWAY 12 AND SOUTH FOURTH STREET IN KANDIYOHI,
 QP0459'AT TRUNK HIGHWAY 12 MILE POINT 78.2.
 QP0459' 
 QP0459'IT IS 74 FT (22.6 M) NORTH OF TRUNK HIGHWAY 12, 0.25 MI (0.4 KM) EAST
 QP0459'OF COUNTY ROAD 127, 95.4 FT (29.1 M) SOUTH OF SOUTH RAIL OF RAILROAD,
 QP0459'1.4 FT (0.4 M) EAST-SOUTHEAST OF RIGHT-OF-WAY MONUMENT, 2.4 FT (0.7 M)
 QP0459'EAST-SOUTHEAST OF RIGHT-OF-WAY AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1964 ***********************************************************************
 QP1964  DESIGNATION -  3404 C
 QP1964  PID         -  QP1964
 QP1964  STATE/COUNTY-  MN/KANDIYOHI
 QP1964  COUNTRY     -  US
 QP1964  USGS QUAD   -  ATWATER (1983)
 QP1964
 QP1964                         *CURRENT SURVEY CONTROL
 QP1964  ______________________________________________________________________
 QP1964* NAD 83(1986) POSITION- 45 08 19.4    (N) 094 47 50.8    (W)   HD_HELD2  
 QP1964* NAVD 88 ORTHO HEIGHT -   375.772  (meters)    1232.85  (feet) ADJUSTED  
 QP1964  ______________________________________________________________________
 QP1964  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP1964  DYNAMIC HEIGHT  -        375.742 (meters)     1232.75  (feet) COMP
 QP1964  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 QP1964
 QP1964  VERT ORDER      -  SECOND    CLASS I
 QP1964
 QP1964.The horizontal coordinates were established by autonomous hand held GPS
 QP1964.observations and have an estimated accuracy of +/- 10 meters.
 QP1964.
 QP1964.The orthometric height was determined by differential leveling and
 QP1964.adjusted in June 1995.
 QP1964
 QP1964.Photographs are available for this station.
 QP1964
 QP1964.The dynamic height is computed by dividing the NAVD 88
 QP1964.geopotential number by the normal gravity value computed on the
 QP1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1964.degrees latitude (g = 980.6199 gals.).
 QP1964
 QP1964.The modeled gravity was interpolated from observed gravity values.
 QP1964
 QP1964;                    North         East    Units  Estimated Accuracy
 QP1964;SPC MN S     -   337,949.      737,278.      MT  (+/- 10 meters HH2 GPS)
 QP1964
 QP1964                          SUPERSEDED SURVEY CONTROL
 QP1964
 QP1964.No superseded survey control is available for this station.
 QP1964
 QP1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK5867699932(NAD 83)
 QP1964
 QP1964_MARKER: DB = BENCH MARK DISK
 QP1964_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1964_SP_SET: PREFAB CONC. POST IN EARTH
 QP1964_STAMPING: 3404 C 1978
 QP1964_MARK LOGO: MNDT  
 QP1964_PROJECTION: FLUSH
 QP1964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1964+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP1964
 QP1964  HISTORY     - Date     Condition        Report By
 QP1964  HISTORY     - 19780401 MONUMENTED       MNDT
 QP1964  HISTORY     - 20080702 GOOD             MNDT
 QP1964
 QP1964                          STATION DESCRIPTION
 QP1964
 QP1964'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1964'THE MARK IS LOCATED 1 MILE (1.6 KM) WEST ALONG TRUNK HIGHWAY 12 FROM
 QP1964'ITS JUNCTION WITH COUNTY ROAD 2 AT ATWATER, NEAR THE NORTHWEST CORNER
 QP1964'OF SECTION 11, T119N, R33W, NEAR TRUNK HIGHWAY MILEPOINT 86.1.  THE
 QP1964'MARK IS 75 FEET (22.9 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 12,
 QP1964'117 FEET (35.7 M) EAST OF THE CENTER OF A FIELD ENTRANCE LEADING TO
 QP1964'THE SOUTH, 112 FEET (34.1 M) EAST OF AN UNDERGROUND TELEPHONE CABLE
 QP1964'WARNING POST AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS POST.
 QP1964'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED ---3404 C 1978---,
 QP1964'SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS FLUSH WITH
 QP1964'THE SURFACE OF THE GROUND.
 QP1964
 QP1964                          STATION RECOVERY (2008)
 QP1964
 QP1964'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1964'THE MARK IS 0.97 MI (1.6 KM) WEST OF ATWATER.
 QP1964' 
 QP1964'1.0 MILE WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK
 QP1964'HIGHWAY 12 AND MAIN STREET NORTH IN ATWATER, AT TRUNK HIGHWAY 12 MILE
 QP1964'POINT 86.1.
 QP1964' 
 QP1964'IT IS 75 FT (22.9 M) SOUTH OF TRUNK HIGHWAY 12, 187.8 FT (57.2 M) EAST
 QP1964'OF A FIELD ENTRANCE, 126.3 FT (38.5 M) EAST OF A POWER POLE, 118.9 FT
 QP1964'(36.2 M) EAST OF THE NORTHEAST CORNER OV CABLE BOX NUMBER FI-3-3DE22,
 QP1964'112.2 FT (34.2 M) EAST OF TELEPHONE CABLE POST NUMBER 2, 0.5 FT (15
 QP1964'CM) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0465 ***********************************************************************
 QP0465  DESIGNATION -  3404 D
 QP0465  PID         -  QP0465
 QP0465  STATE/COUNTY-  MN/KANDIYOHI
 QP0465  COUNTRY     -  US
 QP0465  USGS QUAD   -  SPICER (1982)
 QP0465
 QP0465                         *CURRENT SURVEY CONTROL
 QP0465  ______________________________________________________________________
 QP0465* NAD 83(1986) POSITION- 45 07 30.     (N) 094 59 26.     (W)   SCALED    
 QP0465* NAVD 88 ORTHO HEIGHT -   357.467  (meters)    1172.79  (feet) ADJUSTED  
 QP0465  ______________________________________________________________________
 QP0465  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 QP0465  DYNAMIC HEIGHT  -        357.440 (meters)     1172.70  (feet) COMP
 QP0465  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 QP0465
 QP0465  VERT ORDER      -  SECOND    CLASS 0
 QP0465
 QP0465.The horizontal coordinates were scaled from a topographic map and have
 QP0465.an estimated accuracy of +/- 6 seconds.
 QP0465.
 QP0465.The orthometric height was determined by differential leveling and
 QP0465.adjusted in June 1991.
 QP0465
 QP0465.The dynamic height is computed by dividing the NAVD 88
 QP0465.geopotential number by the normal gravity value computed on the
 QP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0465.degrees latitude (g = 980.6199 gals.).
 QP0465
 QP0465.The modeled gravity was interpolated from observed gravity values.
 QP0465
 QP0465;                    North         East    Units  Estimated Accuracy
 QP0465;SPC MN S     -   336,590.      722,070.      MT  (+/- 180 meters Scaled)
 QP0465
 QP0465                          SUPERSEDED SURVEY CONTROL
 QP0465
 QP0465  NGVD 29 (??/??/92)  357.292  (m)         1172.22   (f) ADJ UNCH    2 0
 QP0465
 QP0465.Superseded values are not recommended for survey control.
 QP0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0465.See file dsdata.txt to determine how the superseded data were derived.
 QP0465
 QP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK434987(NAD 83)
 QP0465
 QP0465_MARKER: DB = BENCH MARK DISK
 QP0465_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0465_SP_SET: PREFAB CONC. POST IN EARTH
 QP0465_STAMPING: 3404 D 1973
 QP0465_MARK LOGO: MNDT  
 QP0465_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0465+STABILITY: SURFACE MOTION
 QP0465
 QP0465  HISTORY     - Date     Condition        Report By
 QP0465  HISTORY     - 1973     MONUMENTED       MNDT
 QP0465  HISTORY     - 19790411 GOOD             MNDT
 QP0465
 QP0465                          STATION DESCRIPTION
 QP0465
 QP0465'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0465'2.8 MI E FROM WILLMAR.
 QP0465'MARK IS LOCATED 2.8 MILES EAST ALONG T.H. 12 FROM THE JUNCTION OF T.H.
 QP0465'12 AND T.H. 71 IN WILLMAR, 0.5 MILES EAST OF COUNTY ROAD 9, ABOUT 400
 QP0465'FEET NORTHWEST OF A 1-STORY METAL BUILDING (HAUG IMPLEMENT - JOHN
 QP0465'DEERE), 115 FEET EAST OF A POWER POLE (WITH GUY WIRE), 60.1 FEET NORTH
 QP0465'OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 12 MILE POINT 76.3,
 QP0465'6.7 FEET WEST OF A FENCE POST (AT THE QUARTER CORNER), 0.5 FEET SOUTH
 QP0465'OF A STEEL WITNESS POST IN A CONCRETE MONUMENT BURIED 3 INCHES BELOW
 QP0465'GROUND.  SW 1/4 SECTION 7, T 119, R 34.  NOTE-- THIS MARK IS ALSO 3.2
 QP0465'MILES WEST ALONG T.H. 12 FROM THE JUNCTION OF T.H. 12 AND COUNTY ROAD
 QP0465'8 (NORTH) IN KANDIYOHI.
 QP0465
 QP0465                          STATION RECOVERY (1979)
 QP0465
 QP0465'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QP0465'THE MARK IS LOCATED 2.8 MILES (4.5 KM) EAST ALONG TRUNK HIGHWAY 12
 QP0465'FROM ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR, 0.5 MILE (0.8 KM)
 QP0465'EAST OF COUNTY ROAD 9, NEAR THE SOUTH 1/4 CORNER OF SECTION 7, T119N,
 QP0465'R34W, AND NEAR TRUNK HIGHWAY 12 MILE (19.3 KM) POINT 76.3.  THE MARK
 QP0465'IS 60 FEET (18.3 M) NORTH OF AND ABOUT 3 FEET (0.9 M) LOWER THAN THE
 QP0465'CENTERLINE OF TRUNK HIGHWAY 12, 6.7 FEET (2.0 M) WEST OF THE 1/4
 QP0465'CORNER CAST IRON MONUMENT, 99.7 FEET (30.4 M) WEST OF A POWER POLE,
 QP0465'115 FEET (35.1 M) EAST OF A POWER POLE WITH A GUY WIRE, ABOUT 400
 QP0465'FEET (121.9 M) NORTH OF THE HAUG IMPLEMENT COMPANIES METAL SHED AND
 QP0465'0.5 FOOT (15.2 CM) EAST OF A STEEL WITNESS POST.  THE MARK, A
 QP0465'STANDARD MNDT BENCH MARK DISK STAMPED---3404 D 1973---, SET IN THE
 QP0465'TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS BURIED ABOUT 3 INCHES
 QP0465'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0720 ***********************************************************************
 QP0720  DESIGNATION -  3404 E
 QP0720  PID         -  QP0720
 QP0720  STATE/COUNTY-  MN/KANDIYOHI
 QP0720  COUNTRY     -  US
 QP0720  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0720
 QP0720                         *CURRENT SURVEY CONTROL
 QP0720  ______________________________________________________________________
 QP0720* NAD 83(1986) POSITION- 45 07 31.     (N) 095 00 12.     (W)   SCALED    
 QP0720* NAVD 88 ORTHO HEIGHT -   353.324  (meters)    1159.20  (feet) ADJUSTED  
 QP0720  ______________________________________________________________________
 QP0720  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP0720  DYNAMIC HEIGHT  -        353.297 (meters)     1159.11  (feet) COMP
 QP0720  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 QP0720
 QP0720  VERT ORDER      -  SECOND    CLASS I
 QP0720
 QP0720.The horizontal coordinates were scaled from a topographic map and have
 QP0720.an estimated accuracy of +/- 6 seconds.
 QP0720.
 QP0720.The orthometric height was determined by differential leveling and
 QP0720.adjusted in June 1995.
 QP0720
 QP0720.The dynamic height is computed by dividing the NAVD 88
 QP0720.geopotential number by the normal gravity value computed on the
 QP0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0720.degrees latitude (g = 980.6199 gals.).
 QP0720
 QP0720.The modeled gravity was interpolated from observed gravity values.
 QP0720
 QP0720;                    North         East    Units  Estimated Accuracy
 QP0720;SPC MN S     -   336,630.      721,070.      MT  (+/- 180 meters Scaled)
 QP0720
 QP0720                          SUPERSEDED SURVEY CONTROL
 QP0720
 QP0720  NAVD 88 (06/15/91)  353.320  (m)         1159.18   (f) SUPERSEDED  2 1
 QP0720  NGVD 29 (??/??/92)  353.147  (m)         1158.62   (f) ADJ UNCH    2 1
 QP0720
 QP0720.Superseded values are not recommended for survey control.
 QP0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0720.See file dsdata.txt to determine how the superseded data were derived.
 QP0720
 QP0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK424988(NAD 83)
 QP0720
 QP0720_MARKER: DB = BENCH MARK DISK
 QP0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0720_SP_SET: CONCRETE POST
 QP0720_STAMPING: 3404 E 1973
 QP0720_MARK LOGO: MNDT  
 QP0720_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0720+STABILITY: SURFACE MOTION
 QP0720
 QP0720  HISTORY     - Date     Condition        Report By
 QP0720  HISTORY     - 1973     MONUMENTED       MNDT
 QP0720  HISTORY     - 1981     GOOD             MNDT
 QP0720
 QP0720                          STATION DESCRIPTION
 QP0720
 QP0720'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0720'2.1 MI E FROM WILLMAR.
 QP0720'MARK IS LOCATED 2.1 MILES EAST ALONG T.H. 12 FROM THE JUNCTION OF T.H.
 QP0720'12 AND T.H. 71 IN WILLMAR, 142 FEET NORTH OF THE CENTERLINE OF T.H. 12
 QP0720'AT MILE POINT 75.8, 66.6 FEET NORTH OF POWER POLE NO. 6-D-75, 49.9
 QP0720'FEET WEST OF, AND 5 FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD 9,
 QP0720'2.8 FEET SOUTH-SOUTHEAST OF A RIGHT OF WAY POST, 0.4 FEET EAST OF A
 QP0720'STEEL WITNESS POST, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QP0720'SE 1/4 SECTION 12, T 119, R 35.
 QP0720
 QP0720                          STATION RECOVERY (1981)
 QP0720
 QP0720'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0720'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 69
 QP0720'MINN AND HGZ LINE 24530 AND IS LOCATED AT THE JUNCTION OF TRUNK
 QP0720'HIGHWAY 12 AND NEW TRUNK HIGHWAY 23 NEAR THE EAST SIDE OF WILLMAR AND
 QP0720'IS NEAR THE SOUTHEAST CORNER OF SECTION 12, T119N, R35W.  THE MARK IS
 QP0720'191 FEET WEST OF THE CENTER OF COUNTY ROAD 9, 107.2 FEET NORTH OF AND
 QP0720'5 FEET LOWER THAN THE WESTBOUND CENTERLINE OF HIGHWAY 12, 66.4 FEET
 QP0720'NORTH OF POWER POLE NUMBER 6 D 75 WITH A TRANSFORMER, 2.8 FEET
 QP0720'SOUTH-SOUTHEAST OF A R/W SIGN POST AND 0.5 FEET EAST OF A STEEL
 QP0720'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP0720'STAMPED---3404 E 1973---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 QP0720'POST THAT IS BURIED 6 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0721 ***********************************************************************
 QP0721  DESIGNATION -  3404 F
 QP0721  PID         -  QP0721
 QP0721  STATE/COUNTY-  MN/KANDIYOHI
 QP0721  COUNTRY     -  US
 QP0721  USGS QUAD   -  SOLOMON LAKE (1994)
 QP0721
 QP0721                         *CURRENT SURVEY CONTROL
 QP0721  ______________________________________________________________________
 QP0721* NAD 83(2007) POSITION- 45 07 30.13003(N) 095 00 44.13042(W)   ADJUSTED  
 QP0721* NAD 83(2007) ELLIP HT-   322.954 (meters)        (08/30/10)   ADJUSTED
 QP0721* NAD 83(2007) EPOCH   -  2002.00
 QP0721* NAVD 88 ORTHO HEIGHT -   349.539  (meters)    1146.78  (feet) ADJUSTED  
 QP0721  ______________________________________________________________________
 QP0721  NAD 83(2007) X  -   -393,857.353 (meters)                     COMP
 QP0721  NAD 83(2007) Y  - -4,490,743.932 (meters)                     COMP
 QP0721  NAD 83(2007) Z  -  4,497,392.241 (meters)                     COMP
 QP0721  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC09
 QP0721  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 QP0721  DYNAMIC HEIGHT  -        349.513 (meters)     1146.69  (feet) COMP
 QP0721  MODELED GRAVITY -    980,531.5   (mgal)                       NAVD 88
 QP0721
 QP0721  HORZ ORDER      -  FIRST
 QP0721  VERT ORDER      -  SECOND    CLASS 0
 QP0721  ELLP ORDER      -  THIRD     CLASS I
 QP0721
 QP0721.The horizontal coordinates were established by GPS observations
 QP0721.and adjusted by the MN DEPT OF TRANSP in August 2010.
 QP0721
 QP0721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0721
 QP0721.The horizontal coordinates are valid at the epoch date displayed above
 QP0721.which is a decimal equivalence of Year/Month/Day.
 QP0721
 QP0721.The orthometric height was determined by differential leveling and
 QP0721.adjusted in June 1995.
 QP0721
 QP0721.Photographs are available for this station.
 QP0721
 QP0721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0721
 QP0721.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0721
 QP0721.The ellipsoidal height was determined by GPS observations
 QP0721.and is referenced to NAD 83.
 QP0721
 QP0721.The dynamic height is computed by dividing the NAVD 88
 QP0721.geopotential number by the normal gravity value computed on the
 QP0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0721.degrees latitude (g = 980.6199 gals.).
 QP0721
 QP0721.The modeled gravity was interpolated from observed gravity values.
 QP0721
 QP0721. The following values were computed from the NAD 83(2007) position.
 QP0721
 QP0721;                    North         East     Units Scale Factor Converg.
 QP0721;SPC MN S     -   336,615.091   720,363.934   MT  0.99998127   -0 42 34.3
 QP0721;SPC MN S     - 1,104,378.01  2,363,394.01   sFT  0.99998127   -0 42 34.3
 QP0721;UTM  15      - 4,998,810.175   341,748.670   MT  0.99990794   -1 25 34.6
 QP0721
 QP0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0721!SPC MN S     -   0.99994937  x   0.99998127  =   0.99993064
 QP0721!UTM  15      -   0.99994937  x   0.99990794  =   0.99985731
 QP0721
 QP0721                          SUPERSEDED SURVEY CONTROL
 QP0721
 QP0721  NAVD 88 (08/30/10)  349.70   (m)         1147.3    (f) LEVELING    3  
 QP0721  NAVD 88 (06/15/91)  349.557  (m)         1146.84   (f) SUPERSEDED  2 0
 QP0721  NGVD 29 (??/??/92)  349.386  (m)         1146.28   (f) ADJ UNCH    2 0
 QP0721
 QP0721.Superseded values are not recommended for survey control.
 QP0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0721.See file dsdata.txt to determine how the superseded data were derived.
 QP0721
 QP0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4174898810(NAD 83)
 QP0721
 QP0721_MARKER: DB = BENCH MARK DISK
 QP0721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0721_SP_SET: PREFAB CONC.POST IN EARTH
 QP0721_STAMPING: 3404 F 1973
 QP0721_MARK LOGO: MNHD  
 QP0721_PROJECTION: PROJECTING 13 CENTIMETERS
 QP0721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0721+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QP0721
 QP0721  HISTORY     - Date     Condition        Report By
 QP0721  HISTORY     - 19730401 MONUMENTED       MNHD
 QP0721  HISTORY     - 1981     GOOD             MNDT
 QP0721  HISTORY     - 20080925 GOOD             MNDT
 QP0721  HISTORY     - 20080925 GOOD             MNDT
 QP0721  HISTORY     - 20100125 GOOD             MNDT
 QP0721  HISTORY     - 20100422 GOOD             MNDT
 QP0721
 QP0721                          STATION DESCRIPTION
 QP0721
 QP0721'DESCRIBED BY MN HIGHWAY DEPT 1973
 QP0721'1.6 MI E FROM WILLMAR.
 QP0721'MARK IS LOCATED 1.6 MILES EAST ALONG T.H. 12 FROM THE JUNCTION OF T.H.
 QP0721'12 AND T.H. 71 IN WILLMAR, 68.8 FEET NORTH OF, AND 3 FEET LOWER THAN
 QP0721'THE CENTERLINE OF T.H. 12 AT MILE POINT 75.3, 66 FEET WEST OF THE MAIN
 QP0721'ENTRANCE NORTH TO THE WILLMAR STOCK YARDS, 54.6 FEET EAST OF A FENCE
 QP0721'CORNER, 16.4 FEET WEST-SOUTHWEST OF A FENCE CORNER, 6.6 FEET SOUTH OF
 QP0721'A FENCE LINE, 6.3 FEET EAST-SOUTHEAST OF A POWER POLE (WITH GUY WIRE),
 QP0721'0.9 FEET SOUTH OF A STEEL WITNESS POST, IN A CONCRETE MONUMENT SET
 QP0721'FLUSH WITH THE GROUND.  SE 1/4 SECTION 12, T 119, R 35.
 QP0721
 QP0721                          STATION RECOVERY (1981)
 QP0721
 QP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0721'ADD: THE MARK IS LOCATED 1.6 MILES EAST ALONG TRUNK HIGHWAY 12 FROM
 QP0721'ITS JUNCTION WITH TRUNK HIGHWAY 71 (1ST STREET) IN WILLMAR, 0.5 MILE
 QP0721'WEST OF THE WILLMAR BYPASS, AT TRUNK HIGHWAY 12 MILEPOINT 75.3, IN
 QP0721'THE SOUTHEAST 1/4 OF SECTION 12, T 119 N, R 35 W, 68.5 FEET NORTH OF
 QP0721'AND 3 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 12, 77 FEET
 QP0721'WEST OF THE CENTER OF ANY ENTRANCE NORTH TO THE STOCKYARDS, 56.5 FEET
 QP0721'WEST-NORTHWEST OF THE WEST END OF A 12 INCH DIAMETERS METAL CULVERT
 QP0721'UNDER THE ENTRANCE, 29.9 FEET NORTHEAST OF THE EAST END OF A 18 INCH
 QP0721'DIAMETER CULVERT UNDER A FIELD ENTRANCE NORTH, 6.3 FEET SOUTH OF A
 QP0721'FENCELINE, 16.2 FEET WEST-SOUTHWEST OF THE SOUTHWEST FENCE CORNER
 QP0721'POST, 6.6 FEET SOUTHEAST OF POWER POLE NUMBER 617 WITH A GUY WIRE AND
 QP0721'YARD LIGHT. AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST. THE MARK, A
 QP0721'STANDARD MNDT BENCH MARK DISK. STAMPED---3404 F 1973, IS SET IN THE
 QP0721'TOP OF A CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 QP0721'GROUND.
 QP0721
 QP0721                          STATION RECOVERY (2008)
 QP0721
 QP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0721'RECOVERED AS DESCRIBED.
 QP0721
 QP0721                          STATION RECOVERY (2008)
 QP0721
 QP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0721'RECOVERED AS DESCRIBED.
 QP0721
 QP0721                          STATION RECOVERY (2010)
 QP0721
 QP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KLM)
 QP0721'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP0721'THE MARK IS IN WILLMAR, 1.0 MILE EAST ALONG TRUNK HIGHWAY 12 FROM
 QP0721'JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN WILLMAR, AT
 QP0721'TRUNK HIGHWAY 12 MILEPOINT 75.3, 66 FEET NORTH OF TRUNK HIGHWAY 12, 45
 QP0721'FEET EAST OF ENTRANCE TO RENTAL PLACE, 57 FEET WEST-NORTHWEST OF WEST
 QP0721'END OF METAL CULVERT, 30.2 FEET NORTHEAST OF EAST END OF METAL
 QP0721'CULVERT, 15.5 FEET EAST OF POWER POLE, 7.2 FEET EAST OF CABLE
 QP0721'PEDESTAL, 0.9 FOOT SOUTH OF WITNESS POST.
 QP0721
 QP0721                          STATION RECOVERY (2010)
 QP0721
 QP0721'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP0721'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF
 QP0721'SPICER, 8.2 MI (13.2 KM) EAST-SOUTHEAST OF PENNOCK AND 1.5 MI (2.4 KM)
 QP0721'EAST OF WILLMAR.
 QP0721' 
 QP0721'THE MARK IS IN WILLMAR, 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 12
 QP0721'FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP0721'WILLMAR, AT TRUNK HIGHWAY 12 MILE POINT 75.3.
 QP0721' 
 QP0721'IT IS 66 FT (20.1 M) NORTH OF TRUNK HIGHWAY 12, 45 FT (13.7 M) EAST OF
 QP0721'ENTRANCE TO RENTAL PLACE, 57 FT (17.4 M) WEST-NORTHWEST OF WEST END OF
 QP0721'METAL CULVERT, 30.2 FT (9.2 M) NORTHEAST OF EAST END OF METAL CULVERT,
 QP0721'15.5 FT (4.7 M) EAST OF POWER POLE, 7.2 FT (2.2 M) EAST OF CABLE
 QP0721'PEDESTAL, 0.9 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0723 ***********************************************************************
 QP0723  DESIGNATION -  3404 H
 QP0723  PID         -  QP0723
 QP0723  STATE/COUNTY-  MN/KANDIYOHI
 QP0723  COUNTRY     -  US
 QP0723  USGS QUAD   -  WILLMAR (1994)
 QP0723
 QP0723                         *CURRENT SURVEY CONTROL
 QP0723  ______________________________________________________________________
 QP0723* NAD 83(1986) POSITION- 45 07 27.     (N) 095 01 53.     (W)   SCALED    
 QP0723* NAVD 88 ORTHO HEIGHT -   349.531  (meters)    1146.75  (feet) ADJUSTED  
 QP0723  ______________________________________________________________________
 QP0723  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP0723  DYNAMIC HEIGHT  -        349.505 (meters)     1146.67  (feet) COMP
 QP0723  MODELED GRAVITY -    980,534.1   (mgal)                       NAVD 88
 QP0723
 QP0723  VERT ORDER      -  SECOND    CLASS 0
 QP0723
 QP0723.The horizontal coordinates were scaled from a topographic map and have
 QP0723.an estimated accuracy of +/- 6 seconds.
 QP0723.
 QP0723.The orthometric height was determined by differential leveling and
 QP0723.adjusted in June 1991.
 QP0723
 QP0723.The dynamic height is computed by dividing the NAVD 88
 QP0723.geopotential number by the normal gravity value computed on the
 QP0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0723.degrees latitude (g = 980.6199 gals.).
 QP0723
 QP0723.The modeled gravity was interpolated from observed gravity values.
 QP0723
 QP0723;                    North         East    Units  Estimated Accuracy
 QP0723;SPC MN S     -   336,540.      718,860.      MT  (+/- 180 meters Scaled)
 QP0723
 QP0723                          SUPERSEDED SURVEY CONTROL
 QP0723
 QP0723  NGVD 29 (??/??/92)  349.364  (m)         1146.21   (f) ADJ UNCH    2 0
 QP0723
 QP0723.Superseded values are not recommended for survey control.
 QP0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0723.See file dsdata.txt to determine how the superseded data were derived.
 QP0723
 QP0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK402987(NAD 83)
 QP0723
 QP0723_MARKER: DB = BENCH MARK DISK
 QP0723_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0723_SP_SET: PREFAB CONC. POST IN EARTH
 QP0723_STAMPING: 3404 H 1973
 QP0723_MARK LOGO: MNDT  
 QP0723_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0723+STABILITY: SURFACE MOTION
 QP0723
 QP0723  HISTORY     - Date     Condition        Report By
 QP0723  HISTORY     - 1973     MONUMENTED       MNDT
 QP0723  HISTORY     - 19790411 GOOD             MNDT
 QP0723  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 QP0723
 QP0723                          STATION DESCRIPTION
 QP0723
 QP0723'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0723'IN WILLMAR.
 QP0723'MARK IS LOCATED AT WILLMAR, 0.6 MILES EAST ALONG T.H. 12 FROM THE
 QP0723'JUNCTION OF T.H. 12 AND T.H. 71/23 IN WILLMAR, IN AN ISLAND AT THE Y
 QP0723'INTERSECTION OF T.H. 12 AND LITCHFIELD AVENUE BETWEEN FERRING AND
 QP0723'ROBERT STREETS, 34.35 FEET NORTH OF THE CENTERLINE OF T.H. 12, 95.6
 QP0723'FEET EAST (ACROSS LITCHFIELD AVENUE) OF A FIRE HYDRANT, 53.3 FEET
 QP0723'SOUTHEAST (ACROSS LITCHFIELD AVENUE) OF A POWER POLE, 39.9 FEET WEST
 QP0723'(ACROSS EXTENDED ROBERT STREET) OF A POWER POLE, 4.75 FEET WEST OF A
 QP0723'STREET CURBING, IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE
 QP0723'1/4 SECTION 14, T 119, R 35.
 QP0723
 QP0723                          STATION RECOVERY (1979)
 QP0723
 QP0723'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 QP0723'THE MARK IS LOCATED AT WILLMAR, 0.6 MILE (1.0 KM) EAST ALONG TRUNK
 QP0723'HIGHWAY 12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR, IN THE
 QP0723'NE 1/4 OF SECTION 14, T119N, R35W AND NEAR TRUNK HIGHWAY MILE POINT
 QP0723'74.1.  THE MARK IS 34.4 FEET (10.5 M) NORTH OF AND ABOUT LEVEL WITH
 QP0723'THE CENTERLINE OF TRUNK HIGHWAY 12, 21.4 FEET (6.5 M) SOUTHEAST OF
 QP0723'THE CENTERLINE OF LITCHFIELD AVENUE, 39.5 FEET (12.0 M) SOUTHWEST OF
 QP0723'A POWER POLE WITH A LIGHT AND 95.5 FEET (29.1 M) EAST OF A FIRE
 QP0723'HYDRANT.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---3404 H
 QP0723'1973---, SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS
 QP0723'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 QP0723
 QP0723                          STATION RECOVERY (1986)
 QP0723
 QP0723'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDW)
 QP0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1965 ***********************************************************************
 QP1965  DESIGNATION -  3404 J
 QP1965  PID         -  QP1965
 QP1965  STATE/COUNTY-  MN/KANDIYOHI
 QP1965  COUNTRY     -  US
 QP1965  USGS QUAD   -  SPICER (1982)
 QP1965
 QP1965                         *CURRENT SURVEY CONTROL
 QP1965  ______________________________________________________________________
 QP1965* NAD 83(1986) POSITION- 45 07 59.5    (N) 094 55 52.8    (W)   HD_HELD2  
 QP1965* NAVD 88 ORTHO HEIGHT -   373.572  (meters)    1225.63  (feet) ADJUSTED  
 QP1965  ______________________________________________________________________
 QP1965  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 QP1965  DYNAMIC HEIGHT  -        373.541 (meters)     1225.53  (feet) COMP
 QP1965  MODELED GRAVITY -    980,522.2   (mgal)                       NAVD 88
 QP1965
 QP1965  VERT ORDER      -  SECOND    CLASS I
 QP1965
 QP1965.The horizontal coordinates were established by autonomous hand held GPS
 QP1965.observations and have an estimated accuracy of +/- 10 meters.
 QP1965.
 QP1965.The orthometric height was determined by differential leveling and
 QP1965.adjusted in June 1995.
 QP1965
 QP1965.Photographs are available for this station.
 QP1965
 QP1965.The dynamic height is computed by dividing the NAVD 88
 QP1965.geopotential number by the normal gravity value computed on the
 QP1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1965.degrees latitude (g = 980.6199 gals.).
 QP1965
 QP1965.The modeled gravity was interpolated from observed gravity values.
 QP1965
 QP1965;                    North         East    Units  Estimated Accuracy
 QP1965;SPC MN S     -   337,446.      726,740.      MT  (+/- 10 meters HH2 GPS)
 QP1965
 QP1965                          SUPERSEDED SURVEY CONTROL
 QP1965
 QP1965.No superseded survey control is available for this station.
 QP1965
 QP1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4813499561(NAD 83)
 QP1965
 QP1965_MARKER: DV = VERTICAL CONTROL DISK
 QP1965_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1965+WITH SETTING: PAVEMENT
 QP1965_SP_SET: WATER TANK FOUNDATION
 QP1965_STAMPING: 3404 J 1978
 QP1965_MARK LOGO: MNDT  
 QP1965_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1965+STABILITY: SURFACE MOTION
 QP1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1965+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP1965
 QP1965  HISTORY     - Date     Condition        Report By
 QP1965  HISTORY     - 1978     MONUMENTED       MNDT
 QP1965  HISTORY     - 20080702 GOOD             MNDT
 QP1965
 QP1965                          STATION DESCRIPTION
 QP1965
 QP1965'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1965'THE MARK IS LOCATED IN KANDIYOHI ABOUT 0.15 MILE (0.24 KM) NORTH
 QP1965'ALONG COUNTY ROAD 8 FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT THE
 QP1965'CITY WATER TANK WHICH IS JUST WEST OF THE FIRE STATION, IN THE NW 1/4
 QP1965'OF SECTION 10, T119N, R34W.  THE MARK IS 149 FEET (45.4 M) WEST OF
 QP1965'THE CENTER OF COUNTY ROAD 8, 41 FEET (12.5 M) SOUTH OF THE CENTER OF
 QP1965'THE ALLEY AND 55.5 FEET (16.9 M) WEST OF THE NORTHWEST CORNER OF THE
 QP1965'1 STORY BLOCK FIRE STATION BUILDING.  THE MARK, A STANDARD MNDT
 QP1965'VERTICAL CONTROL MARK DISK STAMPED ---3404 J 1978---, IS CEMENTED
 QP1965'INTO A DRILL HOLE IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE
 QP1965'STANDPIPE FOR THE WATER TANK AND IS ABOUT 6 INCHES ABOVE THE SURFACE
 QP1965'OF THE GROUND.
 QP1965
 QP1965                          STATION RECOVERY (2008)
 QP1965
 QP1965'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1965'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1968 ***********************************************************************
 QP1968  DESIGNATION -  3404 K
 QP1968  PID         -  QP1968
 QP1968  STATE/COUNTY-  MN/KANDIYOHI
 QP1968  COUNTRY     -  US
 QP1968  USGS QUAD   -  SPICER (1982)
 QP1968
 QP1968                         *CURRENT SURVEY CONTROL
 QP1968  ______________________________________________________________________
 QP1968* NAD 83(1986) POSITION- 45 08 06.9    (N) 094 54 37.4    (W)   HD_HELD2  
 QP1968* NAVD 88 ORTHO HEIGHT -   381.305  (meters)    1251.00  (feet) ADJUSTED  
 QP1968  ______________________________________________________________________
 QP1968  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 QP1968  DYNAMIC HEIGHT  -        381.273 (meters)     1250.89  (feet) COMP
 QP1968  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 QP1968
 QP1968  VERT ORDER      -  SECOND    CLASS I
 QP1968
 QP1968.The horizontal coordinates were established by autonomous hand held GPS
 QP1968.observations and have an estimated accuracy of +/- 10 meters.
 QP1968.
 QP1968.The orthometric height was determined by differential leveling and
 QP1968.adjusted in June 1995.
 QP1968
 QP1968.Photographs are available for this station.
 QP1968
 QP1968.The dynamic height is computed by dividing the NAVD 88
 QP1968.geopotential number by the normal gravity value computed on the
 QP1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1968.degrees latitude (g = 980.6199 gals.).
 QP1968
 QP1968.The modeled gravity was interpolated from observed gravity values.
 QP1968
 QP1968;                    North         East    Units  Estimated Accuracy
 QP1968;SPC MN S     -   337,656.      728,390.      MT  (+/- 10 meters HH2 GPS)
 QP1968
 QP1968                          SUPERSEDED SURVEY CONTROL
 QP1968
 QP1968.No superseded survey control is available for this station.
 QP1968
 QP1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4978699750(NAD 83)
 QP1968
 QP1968_MARKER: DV = VERTICAL CONTROL DISK
 QP1968_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1968_SP_SET: COPPER-CLAD STEEL ROD
 QP1968_STAMPING: 3404 K 1978
 QP1968_MARK LOGO: MNDT  
 QP1968_PROJECTION: PROJECTING 3 CENTIMETERS
 QP1968_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1968+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP1968
 QP1968  HISTORY     - Date     Condition        Report By
 QP1968  HISTORY     - 19780401 MONUMENTED       MNDT
 QP1968  HISTORY     - 20080702 GOOD             MNDT
 QP1968
 QP1968                          STATION DESCRIPTION
 QP1968
 QP1968'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1968'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) EAST ALONG TRUNK HIGHWAY 12
 QP1968'FROM ITS JUNCTION WITH COUNTY ROAD 8 AT KANDIYOHI, NEAR THE JUNCTION
 QP1968'OF A TOWNSHIP ROAD LEADING TO THE NORTH IN THE NE 1/4 OF SECTION 11,
 QP1968'T119N, R34W, NEAR TRUNK HIGHWAY 12 MILEPOINT 80.5.  THE MARK IS 210.8
 QP1968'FEET (64.3 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 12, 44 FEET
 QP1968'(13.4 M) WEST OF AND 4 FEET (1.2 M) ABOVE THE CENTER OF A TOWNSHIP
 QP1968'ROAD, 77.9 FEET (23.7 M) NORTH OF THE NORTH RAIL OF THE RAILROAD,
 QP1968'85.7 FEET (26.1 M) WEST-SOUTHWEST OF A TELEPHONE PEDESTAL NUMBERED
 QP1968'C4-2-LP2, 1.5 FEET (0.5 M) SOUTHWEST OF A POWER POLE AND 0.8 FOOT
 QP1968'(24.4 CM) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1968'VERTICAL CONTROL MARK DISK STAMPED---3404 K 1978---, CRIMPED TO THE
 QP1968'TOP OF A 5/8-INCH DIAMETER BY 42-FOOT LONG COPPER-COATED STEEL ROD
 QP1968'DRIVEN TO REFUSAL AND PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE
 QP1968'GROUND.
 QP1968
 QP1968                          STATION RECOVERY (2008)
 QP1968
 QP1968'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1968'THE MARK IS 1.04 MI (1.7 KM) NORTHEAST OF KANDIYOHI.
 QP1968' 
 QP1968'TO REACH THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1968'THE JUNCTION OF TRUNK HIGHWAY 12 AND SOUTH FOURTH STREET IN KANDIYOHI,
 QP1968'AT TRUNK HIGHWAY 12 MILE POINT 80.5, 210 FT (64.0 M) NORTH OF TRUNK
 QP1968'HIGHWAY 12, 15 FT (4.6 M) FROM ROAD 98TH STREET NORTHEAST.
 QP1968' 
 QP1968'IT IS 85.7 FT (26.1 M) WEST-SOUTHWEST OF TELEPHONE PEDESTAL C 4-2-LP2,
 QP1968'77.9 FT (23.7 M) NORTH OF NORTH RAIL OF RAILROAD, 44 FT (13.4 M) WEST
 QP1968'OF LINE OF TREES TO THE NORTHWEST, 1.5 FT (0.5 M) SOUTHWEST OF POWER
 QP1968'POLE, 0.8 FT (24 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1969 ***********************************************************************
 QP1969  DESIGNATION -  3404 L
 QP1969  PID         -  QP1969
 QP1969  STATE/COUNTY-  MN/KANDIYOHI
 QP1969  COUNTRY     -  US
 QP1969  USGS QUAD   -  SPICER (1982)
 QP1969
 QP1969                         *CURRENT SURVEY CONTROL
 QP1969  ______________________________________________________________________
 QP1969* NAD 83(1986) POSITION- 45 08 22.0    (N) 094 52 45.0    (W)   HD_HELD2  
 QP1969* NAVD 88 ORTHO HEIGHT -   385.115  (meters)    1263.50  (feet) ADJUSTED  
 QP1969  ______________________________________________________________________
 QP1969  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 QP1969  DYNAMIC HEIGHT  -        385.083 (meters)     1263.39  (feet) COMP
 QP1969  MODELED GRAVITY -    980,521.3   (mgal)                       NAVD 88
 QP1969
 QP1969  VERT ORDER      -  SECOND    CLASS I
 QP1969
 QP1969.The horizontal coordinates were established by autonomous hand held GPS
 QP1969.observations and have an estimated accuracy of +/- 10 meters.
 QP1969.
 QP1969.The orthometric height was determined by differential leveling and
 QP1969.adjusted in June 1995.
 QP1969
 QP1969.Photographs are available for this station.
 QP1969
 QP1969.The dynamic height is computed by dividing the NAVD 88
 QP1969.geopotential number by the normal gravity value computed on the
 QP1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1969.degrees latitude (g = 980.6199 gals.).
 QP1969
 QP1969.The modeled gravity was interpolated from observed gravity values.
 QP1969
 QP1969;                    North         East    Units  Estimated Accuracy
 QP1969;SPC MN S     -   338,095.      730,851.      MT  (+/- 10 meters HH2 GPS)
 QP1969
 QP1969                          SUPERSEDED SURVEY CONTROL
 QP1969
 QP1969.No superseded survey control is available for this station.
 QP1969
 QP1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5225200158(NAD 83)
 QP1969
 QP1969_MARKER: DB = BENCH MARK DISK
 QP1969_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1969_SP_SET: CONCRETE POST
 QP1969_STAMPING: 3404 L 1978
 QP1969_MARK LOGO: MNDT  
 QP1969_PROJECTION: FLUSH
 QP1969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1969+STABILITY: SURFACE MOTION
 QP1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1969+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP1969
 QP1969  HISTORY     - Date     Condition        Report By
 QP1969  HISTORY     - 1978     MONUMENTED       MNDT
 QP1969  HISTORY     - 20080702 GOOD             MNDT
 QP1969
 QP1969                          STATION DESCRIPTION
 QP1969
 QP1969'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1969'THE MARK IS LOCATED 2.5 MILE (4.0 KM) EAST ALONG TRUNK HIGHWAY 12
 QP1969'FROM ITS JUNCTION WITH COUNTY ROAD 8 IN KANDIYOHI, NEAR THE SOUTHEAST
 QP1969'CORNER OF SECTION 1, T119N, R34W, AND NEAR TRUNK HIGHWAY 12 MILEPOINT
 QP1969'82.1.  THE MARK IS 111 FEET (33.8 M) NORTH OF THE CENTERLINE OF TRUNK
 QP1969'HIGHWAY 12, 53 FEET (16.2 M) WEST OF AND 2 FEET (0.6 M) LOWER THAN
 QP1969'THE CENTER OF COUNTY ROAD 134, 38 FEET (11.6 M) NORTH OF A TELEPHONE
 QP1969'PEDESTAL, 31.9 FEET (9.7 M) SOUTHEAST OF A RIGHT-OF-WAY POST AND 0.4
 QP1969'FOOT (12.2 CM) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 QP1969'MNDT BENCH MARK DISK STAMPED---3404 L 1978---, IS ABOUT FLUSH WITH
 QP1969'THE SURFACE OF THE GROUND.
 QP1969
 QP1969                          STATION RECOVERY (2008)
 QP1969
 QP1969'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1969'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1966 ***********************************************************************
 QP1966  DESIGNATION -  3404 M
 QP1966  PID         -  QP1966
 QP1966  STATE/COUNTY-  MN/KANDIYOHI
 QP1966  COUNTRY     -  US
 QP1966  USGS QUAD   -  ATWATER (1983)
 QP1966
 QP1966                         *CURRENT SURVEY CONTROL
 QP1966  ______________________________________________________________________
 QP1966* NAD 83(1986) POSITION- 45 08 21.     (N) 094 51 02.     (W)   SCALED    
 QP1966* NAVD 88 ORTHO HEIGHT -   381.308  (meters)    1251.01  (feet) ADJUSTED  
 QP1966  ______________________________________________________________________
 QP1966  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 QP1966  DYNAMIC HEIGHT  -        381.276 (meters)     1250.90  (feet) COMP
 QP1966  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 QP1966
 QP1966  VERT ORDER      -  SECOND    CLASS I
 QP1966
 QP1966.The horizontal coordinates were scaled from a topographic map and have
 QP1966.an estimated accuracy of +/- 6 seconds.
 QP1966.
 QP1966.The orthometric height was determined by differential leveling and
 QP1966.adjusted in June 1995.
 QP1966
 QP1966.The dynamic height is computed by dividing the NAVD 88
 QP1966.geopotential number by the normal gravity value computed on the
 QP1966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1966.degrees latitude (g = 980.6199 gals.).
 QP1966
 QP1966.The modeled gravity was interpolated from observed gravity values.
 QP1966
 QP1966;                    North         East    Units  Estimated Accuracy
 QP1966;SPC MN S     -   338,040.      733,100.      MT  (+/- 180 meters Scaled)
 QP1966
 QP1966                          SUPERSEDED SURVEY CONTROL
 QP1966
 QP1966.No superseded survey control is available for this station.
 QP1966
 QP1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL545000(NAD 83)
 QP1966
 QP1966_MARKER: DV = VERTICAL CONTROL DISK
 QP1966_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1966_SP_SET: BRIDGE ABUTMENT
 QP1966_STAMPING: 3404 M 1978
 QP1966_MARK LOGO: MNDT  
 QP1966_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1966
 QP1966  HISTORY     - Date     Condition        Report By
 QP1966  HISTORY     - 1978     MONUMENTED       MNDT
 QP1966
 QP1966                          STATION DESCRIPTION
 QP1966
 QP1966'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1966'THE MARK IS LOCATED 3.6 MILES (5.8 KM) WEST ALONG TRUNK HIGHWAY 12
 QP1966'FROM ITS JUNCTION WITH COUNTY ROAD 2 IN ATWATER, IN THE RAILROAD
 QP1966'BRIDGE NEAR THE SOUTH 1/4 CORNER OF SECTION 5, T119N, R33W.  THE MARK
 QP1966'IS IN THE NORTH END OF THE WEST ABUTMENT OF THE RAILROAD BRIDGE OVER
 QP1966'TRUNK HIGHWAY 12, 20.5 FEET (6.2 M) NORTH OF THE NORTH RAIL, 0.8 FOOT
 QP1966'(24.4 CM) EAST OF THE WEST EDGE OF THE ABUTMENT AND 2 FEET (0.6 M)
 QP1966'BELOW THE LEVEL OF THE TRACKS.  THE MARK, A STANDARD MNDT VERTICAL
 QP1966'CONTROL MARK DISK STAMPED---3404 M 1978---, IS CEMENTED INTO A DRILL
 QP1966'HOLE IN THE BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1967 ***********************************************************************
 QP1967  CBN         -  This is a Cooperative Base Network Control Station.
 QP1967  DESIGNATION -  3404 N
 QP1967  PID         -  QP1967
 QP1967  STATE/COUNTY-  MN/KANDIYOHI
 QP1967  COUNTRY     -  US
 QP1967  USGS QUAD   -  ATWATER (1983)
 QP1967
 QP1967                         *CURRENT SURVEY CONTROL
 QP1967  ______________________________________________________________________
 QP1967* NAD 83(2007) POSITION- 45 08 20.42316(N) 094 49 06.87629(W)   ADJUSTED  
 QP1967* NAD 83(2007) ELLIP HT-   351.038 (meters)        (02/10/07)   ADJUSTED
 QP1967* NAD 83(2007) EPOCH   -  2002.00
 QP1967* NAVD 88 ORTHO HEIGHT -   377.885  (meters)    1239.78  (feet) ADJUSTED  
 QP1967  ______________________________________________________________________
 QP1967  NAD 83(2007) X  -   -378,583.923 (meters)                     COMP
 QP1967  NAD 83(2007) Y  - -4,490,972.866 (meters)                     COMP
 QP1967  NAD 83(2007) Z  -  4,498,507.512 (meters)                     COMP
 QP1967  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC09
 QP1967  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP1967  DYNAMIC HEIGHT  -        377.854 (meters)     1239.68  (feet) COMP
 QP1967  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 QP1967
 QP1967  VERT ORDER      -  SECOND    CLASS I
 QP1967
 QP1967  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1967  Type                                         Horiz  Ellip  Dist(km)
 QP1967  -------------------------------------------------------------------
 QP1967  NETWORK                                       0.35   0.37
 QP1967  -------------------------------------------------------------------
 QP1967  MEDIAN LOCAL ACCURACY AND DIST (037 points)   0.44   0.41     33.60
 QP1967  -------------------------------------------------------------------
 QP1967  NOTE: Click here for information on individual local accuracy
 QP1967  values and other accuracy information.
 QP1967
 QP1967
 QP1967.The horizontal coordinates were established by GPS observations
 QP1967.and adjusted by the National Geodetic Survey in February 2007.
 QP1967
 QP1967.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1967.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1967
 QP1967.The horizontal coordinates are valid at the epoch date displayed above
 QP1967.which is a decimal equivalence of Year/Month/Day.
 QP1967
 QP1967.The orthometric height was determined by differential leveling and
 QP1967.adjusted in June 1995.
 QP1967
 QP1967.Photographs are available for this station.
 QP1967
 QP1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1967
 QP1967.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1967
 QP1967.The ellipsoidal height was determined by GPS observations
 QP1967.and is referenced to NAD 83.
 QP1967
 QP1967.The dynamic height is computed by dividing the NAVD 88
 QP1967.geopotential number by the normal gravity value computed on the
 QP1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1967.degrees latitude (g = 980.6199 gals.).
 QP1967
 QP1967.The modeled gravity was interpolated from observed gravity values.
 QP1967
 QP1967. The following values were computed from the NAD 83(2007) position.
 QP1967
 QP1967;                    North         East     Units Scale Factor Converg.
 QP1967;SPC MN S     -   337,996.929   735,616.175   MT  0.99998396   -0 34 25.5
 QP1967;SPC MN S     - 1,108,911.59  2,413,434.07   sFT  0.99998396   -0 34 25.5
 QP1967;UTM  15      - 5,000,001.151   357,015.411   MT  0.99985139   -1 17 21.3
 QP1967
 QP1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1967!SPC MN S     -   0.99994497  x   0.99998396  =   0.99992893
 QP1967!UTM  15      -   0.99994497  x   0.99985139  =   0.99979636
 QP1967
 QP1967                          SUPERSEDED SURVEY CONTROL
 QP1967
 QP1967  NAD 83(1996)-  45 08 20.42256(N)    094 49 06.87591(W) AD(       ) B
 QP1967  ELLIP H (01/15/97)  351.054  (m)                       GP(       ) 4 1
 QP1967  NAVD 88 (08/23/10)  377.89   (m)         1239.8    (f) LEVELING    3  
 QP1967  NAVD 88 (06/12/06)  377.84   (m)         1239.6    (f) LEVELING    3  
 QP1967  NAVD 88 (01/15/97)  377.89   (m)         1239.8    (f) LEVELING    3  
 QP1967
 QP1967.Superseded values are not recommended for survey control.
 QP1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1967.See file dsdata.txt to determine how the superseded data were derived.
 QP1967
 QP1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5701500001(NAD 83)
 QP1967
 QP1967_MARKER: DB = BENCH MARK DISK
 QP1967_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1967_SP_SET: PREFAB CONC. POST IN EARTH
 QP1967_STAMPING: 3404 N 1978
 QP1967_MARK LOGO: MNDT  
 QP1967_PROJECTION: FLUSH
 QP1967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1967+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2010
 QP1967
 QP1967  HISTORY     - Date     Condition        Report By
 QP1967  HISTORY     - 19780401 MONUMENTED       MNHD
 QP1967  HISTORY     - 19941026 GOOD             MNDT
 QP1967  HISTORY     - 20011010 GOOD             MNDT
 QP1967  HISTORY     - 20021001 GOOD             MNDT
 QP1967  HISTORY     - 20030813 GOOD             MNDT
 QP1967  HISTORY     - 20040304 GOOD             MNDT
 QP1967  HISTORY     - 20040817 GOOD             MNDT
 QP1967  HISTORY     - 20051219 GOOD             MNDT
 QP1967  HISTORY     - 20080702 GOOD             MNDT
 QP1967  HISTORY     - 20081006 POOR             MNDT
 QP1967  HISTORY     - 20100125 POOR             MNDT
 QP1967
 QP1967                          STATION DESCRIPTION
 QP1967
 QP1967'DESCRIBED BY MN HIGHWAY DEPT 1978
 QP1967'THE MARK IS LOCATED 2 MILES (3.2 KM) WEST ALONG TRUNK HIGHWAY 12 FROM
 QP1967'ITS JUNCTION WITH COUNTY ROAD 2 AT ATWATER, NEAR THE SOUTHEAST CORNER
 QP1967'OF SECTION 4, T119N, R33W, AND NEAR THE JUNCTION OF TRUNK HIGHWAY 12
 QP1967'WITH COUNTY ROAD 137.  THE MARK IS 67 FEET (20.4 M) NORTH OF AND 2
 QP1967'FEET (0.6 M) LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 12, 60 FEET
 QP1967'(18.3 M) WEST OF THE CENTERLINE OF COUNTY ROAD 137, 8 FEET (2.4 M)
 QP1967'SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, 37 FEET (11.3 M) NORTHWEST
 QP1967'OF THE WEST END OF A 24-INCH DIAMETER METAL CULVERT UNDER COUNTY ROAD
 QP1967'137 AND 0.5 FOOT (15.2 CM) SOUTHEAST OF A STEEL WITNESS POST.  THE
 QP1967'MARK, A STANDARD BENCH MARK DISK STAMPED---3404 N 1978---, SET IN THE
 QP1967'TOP OF A MAGNETIC PRECAST CONCRETE POST, THAT IS 2 INCHES BELOW THE
 QP1967'SURFACE OF THE GROUND.
 QP1967
 QP1967                          STATION RECOVERY (1994)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 QP1967'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1967'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF THE TOWN OF ATWATER IN
 QP1967'THE SE 1/4 OF SECTION 4, T119N, R33W.  TO REACH THE MARK FROM THE JCT
 QP1967'OF TH 12 AND CO RD 2 IN ATWATER, GO WEST ON TH 12 FOR 2.0 MI (3.2 KM)
 QP1967'TO TH 12 MP 85.10 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET IN
 QP1967'A CONC MON, IS 67 FT (20.4 M) NORTH OF TH 12, 59 FT (18.0 M) WEST OF
 QP1967'CO RD 137, 8.0 FT (2.4 M) SSE OF A TEL PEDESTAL, 32.0 FT (9.8 M) NW OF
 QP1967'THE WEST END OF A METAL CULVERT, AND 3.0 FT (0.9 M) WEST OF A WIT
 QP1967'POST.  RECOVERED AND DESCRIBED BY DAVID K. HERDER, TYPED BY G.W.O.
 QP1967
 QP1967                          STATION RECOVERY (2001)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1967'THE MARK WAS RECOVERED AS DESCRIBED.
 QP1967
 QP1967                          STATION RECOVERY (2002)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1967'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1967
 QP1967                          STATION RECOVERY (2003)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 QP1967'THE MARK IS LOCATED 2 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1967'COUNTY ROAD 2 IN ATWATER, AT TRUNK HIGHWAY 12 MILEPOINT 85.1, THE MARK
 QP1967'IS 67 FEET NORTH OF TRUNK HIGHWAY 12, 59 FEET WEST OF COUNTY ROAD 137,
 QP1967'8 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL, 32 FEET NORTHWEST OF
 QP1967'WEST END OF METAL CULVERT, 3.0 FEET WEST OF WITNESS POST
 QP1967
 QP1967                          STATION RECOVERY (2004)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JPB)
 QP1967'THE MARK IS LOCATED 2 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1967'COUNTY ROAD 2 IN ATWATER, AT TRUNK HIGHWAY 12 MILEPOINT 85.1, THE MARK
 QP1967'IS 67 FEET NORTH OF TRUNK HIGHWAY 12, 59 FEET WEST OF COUNTY ROAD 137,
 QP1967'8 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL, 32 FEET NORTHWEST OF
 QP1967'WEST END OF METAL CULVERT, 3.0 FEET WEST OF WITNESS POST
 QP1967
 QP1967                          STATION RECOVERY (2004)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 QP1967'THE MARK IS LOCATED 2 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1967'COUNTY ROAD 2 IN ATWATER, AT TRUNK HIGHWAY 12 MILEPOINT 85.1, THE MARK
 QP1967'IS 67 FEET NORTH OF TRUNK HIGHWAY 12, 59 FEET WEST OF COUNTY ROAD 137,
 QP1967'8 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL, 32 FEET NORTHWEST OF
 QP1967'WEST END OF METAL CULVERT, 3.0 FEET WEST OF WITNESS POST
 QP1967
 QP1967                          STATION RECOVERY (2005)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 QP1967'THE MARK IS LOCATED 2 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1967'COUNTY ROAD 2 IN ATWATER, AT TRUNK HIGHWAY 12 MILEPOINT 85.1, THE MARK
 QP1967'IS 67 FEET NORTH OF TRUNK HIGHWAY 12, 59 FEET WEST OF COUNTY ROAD 137,
 QP1967'8 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL, 32 FEET NORTHWEST OF
 QP1967'WEST END OF METAL CULVERT, 3.0 FEET WEST OF WITNESS POST
 QP1967
 QP1967                          STATION RECOVERY (2008)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1967'THE MARK IS LOCATED 2 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1967'COUNTY ROAD 2 IN ATWATER, AT TRUNK HIGHWAY 12 MILEPOINT 85.1, THE MARK
 QP1967'IS 67 FEET NORTH OF TRUNK HIGHWAY 12, 59 FEET WEST OF COUNTY ROAD 137,
 QP1967'8 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL NUMBER 13, 32 FEET
 QP1967'NORTHWEST OF WEST END OF METAL CULVERT, 3.0 FEET WEST OF WITNESS POST.
 QP1967
 QP1967                          STATION RECOVERY (2008)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JLM)
 QP1967'RECOVERED AS DESCRIBED.
 QP1967
 QP1967                          STATION RECOVERY (2010)
 QP1967
 QP1967'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJG)
 QP1967'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1967'THE MARK IS 2.0 MILES WEST OF ATWATER, 2.0 MILES WEST ALONG TRUNK
 QP1967'HIGHWAY 12 FROM JUNCTION OF TRUNK HIGHWAY 12 AND MAIN STREET NORTH IN
 QP1967'ATWATER, AT TRUNK HIGHWAY 12 MILEPOINT 85.1, 67 FEET NORTH OF TRUNK
 QP1967'HIGHWAY 12, 59 FEET WEST OF COUNTY ROAD 137, 32 FEET NORTHWEST OF WEST
 QP1967'END OF METAL CULVERT, 8.0 FEET SOUTH-SOUTHEAST OF TELEPHONE PEDESTAL
 QP1967'NUMBER 13, 3.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1962 ***********************************************************************
 QP1962  DESIGNATION -  3404 P
 QP1962  PID         -  QP1962
 QP1962  STATE/COUNTY-  MN/KANDIYOHI
 QP1962  COUNTRY     -  US
 QP1962  USGS QUAD   -  ATWATER (1983)
 QP1962
 QP1962                         *CURRENT SURVEY CONTROL
 QP1962  ______________________________________________________________________
 QP1962* NAD 83(1986) POSITION- 45 08 17.     (N) 094 46 48.     (W)   SCALED    
 QP1962* NAVD 88 ORTHO HEIGHT -   369.104  (meters)    1210.97  (feet) ADJUSTED  
 QP1962  ______________________________________________________________________
 QP1962  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP1962  DYNAMIC HEIGHT  -        369.075 (meters)     1210.87  (feet) COMP
 QP1962  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 QP1962
 QP1962  VERT ORDER      -  SECOND    CLASS I
 QP1962
 QP1962.The horizontal coordinates were scaled from a topographic map and have
 QP1962.an estimated accuracy of +/- 6 seconds.
 QP1962.
 QP1962.The orthometric height was determined by differential leveling and
 QP1962.adjusted in June 1995.
 QP1962
 QP1962.The dynamic height is computed by dividing the NAVD 88
 QP1962.geopotential number by the normal gravity value computed on the
 QP1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1962.degrees latitude (g = 980.6199 gals.).
 QP1962
 QP1962.The modeled gravity was interpolated from observed gravity values.
 QP1962
 QP1962;                    North         East    Units  Estimated Accuracy
 QP1962;SPC MN S     -   337,860.      738,650.      MT  (+/- 180 meters Scaled)
 QP1962
 QP1962                          SUPERSEDED SURVEY CONTROL
 QP1962
 QP1962.No superseded survey control is available for this station.
 QP1962
 QP1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK600998(NAD 83)
 QP1962
 QP1962_MARKER: DV = VERTICAL CONTROL DISK
 QP1962_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1962+WITH SETTING: PAVEMENT
 QP1962_SP_SET: CONCRETE BASE
 QP1962_STAMPING: 3404 P 1978
 QP1962_MARK LOGO: MNDT  
 QP1962_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1962+STABILITY: SURFACE MOTION
 QP1962
 QP1962  HISTORY     - Date     Condition        Report By
 QP1962  HISTORY     - 1978     MONUMENTED       MNDT
 QP1962
 QP1962                          STATION DESCRIPTION
 QP1962
 QP1962'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1962'THE MARK IS LOCATED IN ATWATER 1 BLOCK SOUTH OF TRUNK HIGHWAY 12 NEAR
 QP1962'THE CORNER OF SECOND STREET AND MINNESOTA AVENUE AT THE OLD CITY
 QP1962'WATER TANK IN THE NE 1/4 OF SECTION 11, T119N, R33W.  THE MARK IS 62
 QP1962'FEET (18.9 M) SOUTH OF THE CENTER OF MINNESOTA AVENUE, 85 FEET (25.9
 QP1962'M) WEST OF THE CENTER OF SECOND STREET, 32.4 FEET (9.9 M)
 QP1962'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A 1 STORY BRICK POLICE
 QP1962'STATION BUILDING AND 67.1 FEET (20.5 M) SOUTHWEST OF A FIRE HYDRANT.
 QP1962'THE MARK A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED ---3404 P
 QP1962'1978---, SET IN A DRILL HOLE IN THE CONCRETE BASE OF THE STANDPIPE OF
 QP1962'THE OLD ATWATER WATER TANK, IS ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1963 ***********************************************************************
 QP1963  DESIGNATION -  3404 Q
 QP1963  PID         -  QP1963
 QP1963  STATE/COUNTY-  MN/KANDIYOHI
 QP1963  COUNTRY     -  US
 QP1963  USGS QUAD   -  ATWATER (1983)
 QP1963
 QP1963                         *CURRENT SURVEY CONTROL
 QP1963  ______________________________________________________________________
 QP1963* NAD 83(1986) POSITION- 45 08 18.0    (N) 094 46 29.0    (W)   HD_HELD2  
 QP1963* NAVD 88 ORTHO HEIGHT -   370.621  (meters)    1215.95  (feet) ADJUSTED  
 QP1963  ______________________________________________________________________
 QP1963  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP1963  DYNAMIC HEIGHT  -        370.592 (meters)     1215.85  (feet) COMP
 QP1963  MODELED GRAVITY -    980,527.5   (mgal)                       NAVD 88
 QP1963
 QP1963  VERT ORDER      -  SECOND    CLASS I
 QP1963
 QP1963.The horizontal coordinates were established by autonomous hand held GPS
 QP1963.observations and have an estimated accuracy of +/- 10 meters.
 QP1963.
 QP1963.The orthometric height was determined by differential leveling and
 QP1963.adjusted in June 1995.
 QP1963
 QP1963.Photographs are available for this station.
 QP1963
 QP1963.The dynamic height is computed by dividing the NAVD 88
 QP1963.geopotential number by the normal gravity value computed on the
 QP1963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1963.degrees latitude (g = 980.6199 gals.).
 QP1963
 QP1963.The modeled gravity was interpolated from observed gravity values.
 QP1963
 QP1963;                    North         East    Units  Estimated Accuracy
 QP1963;SPC MN S     -   337,889.      739,065.      MT  (+/- 10 meters HH2 GPS)
 QP1963
 QP1963                          SUPERSEDED SURVEY CONTROL
 QP1963
 QP1963.No superseded survey control is available for this station.
 QP1963
 QP1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6046199849(NAD 83)
 QP1963
 QP1963_MARKER: DV = VERTICAL CONTROL DISK
 QP1963_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1963+WITH SETTING: PAVEMENT
 QP1963_SP_SET: WATER TANK BASE
 QP1963_STAMPING: 3404 Q 1978
 QP1963_MARK LOGO: MNDT  
 QP1963_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1963+STABILITY: SURFACE MOTION
 QP1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1963+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2008
 QP1963
 QP1963  HISTORY     - Date     Condition        Report By
 QP1963  HISTORY     - 1978     MONUMENTED       MNDT
 QP1963  HISTORY     - 20080702 GOOD             MNDT
 QP1963
 QP1963                          STATION DESCRIPTION
 QP1963
 QP1963'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1963'THE MARK IS LOCATED NEAR THE EAST EDGE OF ATWATER JUST EAST OF THE
 QP1963'JUNCTION OF COUNTY ROAD 2 AND TRUNK HIGHWAY 12 AT THE NEW CITY WATER
 QP1963'TANK IN THE NW 1/4 OF SECTION 11, T119N, R33W.  THE MARK IS 213 FEET
 QP1963'(64.9 M) SOUTH THE CENTERLINE OF TRUNK HIGHWAY 12, 54 FEET (16.5 M)
 QP1963'WEST OF A NORTH-SOUTH ROAD AND 52.8 FEET (16.1 M) SOUTHEAST OF THE
 QP1963'SOUTHEAST CORNER OF A 1 STORY METAL TOM THUMB STORE BUILDING.  THE
 QP1963'MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3404 Q
 QP1963'1978---, SET IN A DRILL HOLE IN THE NORTH CORNER OF THE CONCRETE BASE
 QP1963'OF THE NORTHEAST LEG OF THE NEW ATWATER WATER TANK, IS ABOUT 1 FOOT
 QP1963'(0.3 M) ABOVE THE SURFACE OF THE GROUND.
 QP1963
 QP1963                          STATION RECOVERY (2008)
 QP1963
 QP1963'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1963'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1691 ***********************************************************************
 QP1691  DESIGNATION -  3404 R
 QP1691  PID         -  QP1691
 QP1691  STATE/COUNTY-  MN/KANDIYOHI
 QP1691  COUNTRY     -  US
 QP1691  USGS QUAD   -  WILLMAR (1994)
 QP1691
 QP1691                         *CURRENT SURVEY CONTROL
 QP1691  ______________________________________________________________________
 QP1691* NAD 83(1986) POSITION- 45 07 28.00   (N) 095 00 06.00   (W)   HD_HELD1  
 QP1691* NAVD 88 ORTHO HEIGHT -   354.611  (meters)    1163.42  (feet) ADJUSTED  
 QP1691  ______________________________________________________________________
 QP1691  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1691  DYNAMIC HEIGHT  -        354.584 (meters)     1163.33  (feet) COMP
 QP1691  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 QP1691
 QP1691  VERT ORDER      -  SECOND    CLASS I
 QP1691
 QP1691.The horizontal coordinates were established by differentially corrected
 QP1691.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1691.
 QP1691.The orthometric height was determined by differential leveling and
 QP1691.adjusted in June 1991.
 QP1691
 QP1691.Photographs are available for this station.
 QP1691
 QP1691.The dynamic height is computed by dividing the NAVD 88
 QP1691.geopotential number by the normal gravity value computed on the
 QP1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1691.degrees latitude (g = 980.6199 gals.).
 QP1691
 QP1691.The modeled gravity was interpolated from observed gravity values.
 QP1691
 QP1691;                    North         East    Units  Estimated Accuracy
 QP1691;SPC MN S     -   336,539.1     721,196.4     MT  (+/- 3 meters HH1 GPS) 
 QP1691
 QP1691                          SUPERSEDED SURVEY CONTROL
 QP1691
 QP1691.No superseded survey control is available for this station.
 QP1691
 QP1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4258098723(NAD 83)
 QP1691
 QP1691_MARKER: DB = BENCH MARK DISK
 QP1691_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1691_SP_SET: BRIDGE ABUTMENT
 QP1691_STAMPING: 3404 R 1979
 QP1691_MARK LOGO: MNDT  
 QP1691_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1691+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 QP1691
 QP1691  HISTORY     - Date     Condition        Report By
 QP1691  HISTORY     - 19790401 MONUMENTED       MNDT
 QP1691  HISTORY     - 1981     GOOD             MNDT
 QP1691  HISTORY     - 20080925 GOOD             MNDT
 QP1691  HISTORY     - 20080925 GOOD             MNDT
 QP1691  HISTORY     - 20080925 GOOD             MNDT
 QP1691
 QP1691                          STATION DESCRIPTION
 QP1691
 QP1691'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1691'IN WILLMAR.
 QP1691'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 QP1691'24530 AND IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 12 AND NEW
 QP1691'TRUNK HIGHWAY 23 NEAR THE NORTHEAST CORNER OF SECTION 13, T119N,
 QP1691'R35W.  THE MARK IS 25.5 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 QP1691'CENTERLINE OF HIGHWAY 12 IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 QP1691'BRIDGE NUMBER 34009 CARRYING HIGHWAY 12 OVER NEW HIGHWAY 23.  THE
 QP1691'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---3404 R 1979---, IS
 QP1691'CEMENTED IN A DRILL HOLE IN THE BRIDGE ABUTMENT.
 QP1691
 QP1691                          STATION RECOVERY (2008)
 QP1691
 QP1691'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1691'THE MARK IS 1.49 MI (2.4 KM) EAST OF WILLMAR.
 QP1691' 
 QP1691'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1691'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP1691'WILLMAR.
 QP1691' 
 QP1691'AT THE JUNCTION OF TRUNK HIGHWAY 12 AND NEW TRUNK HIGHWAY 23, IN
 QP1691'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 12 BRIDGE NUMBER 34009
 QP1691'OVER NEW TRUNK HIGHWAY 23, 25.5 FT (7.8 M) SOUTH OF EASTBOUND TRUNK
 QP1691'HIGHWAY 12.
 QP1691
 QP1691                          STATION RECOVERY (2008)
 QP1691
 QP1691'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1691'THE MARK IS 1.49 MI (2.4 KM) EAST OF WILLMAR.
 QP1691' 
 QP1691'TO REACH THE MARK GO 1.5 MI (2.4 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1691'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP1691'WILLMAR.
 QP1691' 
 QP1691'FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND NEW TRUNK HIGHWAY 23, IN
 QP1691'SOUTHEAST CORNER OF EASTBOUND TRUNK HIGHWAY 12 BRIDGE NUMBER 34009
 QP1691'OVER NEW TRUNK HIGHWAY 23, 25.5 FT (7.8 M) SOUTH OF EASTBOUND TRUNK
 QP1691'HIGHWAY 12.
 QP1691
 QP1691                          STATION RECOVERY (2008)
 QP1691
 QP1691'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1691'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST OF PENNOCK, 8.1 MI
 QP1691'(13.0 KM) SOUTH-SOUTHWEST OF SPICER AND 2.0 MI (3.2 KM) EAST OF
 QP1691'WILLMAR.
 QP1691' 
 QP1691'THE MARK IS 1.49 MI (2.4 KM) EAST OF WILLMAR, 1.5 MI (2.4 KM) EAST
 QP1691'ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1691'LITCHFIELD AVENUE EAST IN WILLMAR, AT THE JUNCTION OF TRUNK HIGHWAY 12
 QP1691'AND NEW TRUNK HIGHWAY 23, IN SOUTHEAST CORNER OF EASTBOUND TRUNK
 QP1691'HIGHWAY 12 BRIDGE NUMBER 34009 OVER NEW TRUNK HIGHWAY 23.
 QP1691' 
 QP1691'IT IS 25.5 FT (7.8 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1692 ***********************************************************************
 QP1692  DESIGNATION -  3404 S
 QP1692  PID         -  QP1692
 QP1692  STATE/COUNTY-  MN/KANDIYOHI
 QP1692  COUNTRY     -  US
 QP1692  USGS QUAD   -  WILLMAR (1994)
 QP1692
 QP1692                         *CURRENT SURVEY CONTROL
 QP1692  ______________________________________________________________________
 QP1692* NAD 83(1986) POSITION- 45 07 29.00   (N) 095 00 10.00   (W)   HD_HELD1  
 QP1692* NAVD 88 ORTHO HEIGHT -   354.349  (meters)    1162.56  (feet) ADJUSTED  
 QP1692  ______________________________________________________________________
 QP1692  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1692  DYNAMIC HEIGHT  -        354.322 (meters)     1162.47  (feet) COMP
 QP1692  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 QP1692
 QP1692  VERT ORDER      -  SECOND    CLASS I
 QP1692
 QP1692.The horizontal coordinates were established by differentially corrected
 QP1692.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1692.
 QP1692.The orthometric height was determined by differential leveling and
 QP1692.adjusted in June 1991.
 QP1692
 QP1692.Photographs are available for this station.
 QP1692
 QP1692.The dynamic height is computed by dividing the NAVD 88
 QP1692.geopotential number by the normal gravity value computed on the
 QP1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1692.degrees latitude (g = 980.6199 gals.).
 QP1692
 QP1692.The modeled gravity was interpolated from observed gravity values.
 QP1692
 QP1692;                    North         East    Units  Estimated Accuracy
 QP1692;SPC MN S     -   336,571.0     721,109.3     MT  (+/- 3 meters HH1 GPS) 
 QP1692
 QP1692                          SUPERSEDED SURVEY CONTROL
 QP1692
 QP1692.No superseded survey control is available for this station.
 QP1692
 QP1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4249398756(NAD 83)
 QP1692
 QP1692_MARKER: DB = BENCH MARK DISK
 QP1692_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1692_SP_SET: BRIDGE ABUTMENT
 QP1692_STAMPING: 3404 S 1979
 QP1692_MARK LOGO: MNDT  
 QP1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1692+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2010
 QP1692
 QP1692  HISTORY     - Date     Condition        Report By
 QP1692  HISTORY     - 19790401 MONUMENTED       MNDT
 QP1692  HISTORY     - 1981     GOOD             MNDT
 QP1692  HISTORY     - 20080925 GOOD             MNDT
 QP1692  HISTORY     - 20080925 GOOD             MNDT
 QP1692  HISTORY     - 20100422 GOOD             MNDT
 QP1692
 QP1692                          STATION DESCRIPTION
 QP1692
 QP1692'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1692'IN WILLMAR.
 QP1692'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 QP1692'24530 AND IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 12 AND NEW
 QP1692'TRUNK HIGHWAY 23 NEAR THE EAST SIDE OF WILLMAR AND IS NEAR THE
 QP1692'NORTHEAST CORNER OF SECTION 13, T119N, R35W.  THE MARK IS 26.3 FEET
 QP1692'SOUTH OF AND ABOUT LEVEL WITH THE EASTBOUND CENTERLINE OF HIGHWAY 12
 QP1692'IN THE ABUTMENT IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 34009
 QP1692'CARRYING HIGHWAY 12 OVER NEW HIGHWAY 23.  THE MARK, A STANDARD MNHD
 QP1692'BENCH MARK DISK STAMPED---3404 S 1979---, IS CEMENTED IN A DRILL HOLE
 QP1692'IN THE BRIDGE ABUTMENT.
 QP1692
 QP1692                          STATION RECOVERY (2008)
 QP1692
 QP1692'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1692'THE MARK IS 1.43 MI (2.3 KM) EAST OF WILLMARO.
 QP1692' 
 QP1692'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1692'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP1692'WILLMAR.
 QP1692' 
 QP1692'AT THE JUNCTION OF TRUNK HIGHWAY 12 AND NEW TRUNK HIGHWAY 23, IN
 QP1692'SOUTHWEST CORNER OF EASTBOUND TRUNK HIGHWAY 12 BRIDGE NUMBER 34009
 QP1692'OVER NEW TRUNK HIGHWAY 23, 26.3 FT (8.0 M) SOUTH OF EASTBOUND TRUNK
 QP1692'HIGHWAY 12.
 QP1692
 QP1692                          STATION RECOVERY (2008)
 QP1692
 QP1692'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1692'THE MARK IS 1.43 MI (2.3 KM) EAST OF WILLMAR.
 QP1692' 
 QP1692'TO REACH THE MARK GO 1.4 MI (2.3 KM) EAST ALONG TRUNK HIGHWAY 12 FROM
 QP1692'THE JUNCTION OF TRUNK HIGHWAY 12 AND LITCHFIELD AVENUE EAST IN
 QP1692'WILLMAR.
 QP1692' 
 QP1692'AT THE JUNCTION OF TRUNK HIGHWAY 12 AND NEW TRUNK HIGHWAY 23, IN
 QP1692'SOUTHWEST CORNER OF EASTBOUND TRUNK HIGHWAY 12 BRIDGE NUMBER 34009
 QP1692'OVER NEW TRUNK HIGHWAY 23, 26.3 FT (8.0 M) SOUTH OF EASTBOUND TRUNK
 QP1692'HIGHWAY 12.
 QP1692
 QP1692                          STATION RECOVERY (2010)
 QP1692
 QP1692'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 QP1692'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST OF PENNOCK, 8.1 MI
 QP1692'(13.0 KM) SOUTH-SOUTHWEST OF SPICER AND 2.0 MI (3.2 KM) EAST OF
 QP1692'WILLMAR.
 QP1692' 
 QP1692'THE MARK IS 1.43 MI (2.3 KM) EAST OF WILLMAR, 1.4 MI (2.3 KM) EAST
 QP1692'ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND
 QP1692'LITCHFIELD AVENUE EAST IN WILLMAR, AT THE JUNCTION OF TRUNK HIGHWAY 12
 QP1692'AND NEW TRUNK HIGHWAY 23, IN SOUTHWEST CORNER OF EASTBOUND TRUNK
 QP1692'HIGHWAY 12 BRIDGE NUMBER 34009 OVER NEW TRUNK HIGHWAY 23.
 QP1692' 
 QP1692'IT IS 26.3 FT (8.0 M) SOUTH OF EASTBOUND TRUNK HIGHWAY 12.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0737 ***********************************************************************
 QP0737  DESIGNATION -  3405 A
 QP0737  PID         -  QP0737
 QP0737  STATE/COUNTY-  MN/KANDIYOHI
 QP0737  COUNTRY     -  US
 QP0737  USGS QUAD   -  WILLMAR (1994)
 QP0737
 QP0737                         *CURRENT SURVEY CONTROL
 QP0737  ______________________________________________________________________
 QP0737* NAD 83(1986) POSITION- 45 06 12.     (N) 095 02 30.     (W)   SCALED    
 QP0737* NAVD 88 ORTHO HEIGHT -   340.671  (meters)    1117.68  (feet) ADJUSTED  
 QP0737  ______________________________________________________________________
 QP0737  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP0737  DYNAMIC HEIGHT  -        340.647 (meters)     1117.61  (feet) COMP
 QP0737  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 QP0737
 QP0737  VERT ORDER      -  SECOND    CLASS 0
 QP0737
 QP0737.The horizontal coordinates were scaled from a topographic map and have
 QP0737.an estimated accuracy of +/- 6 seconds.
 QP0737.
 QP0737.The orthometric height was determined by differential leveling and
 QP0737.adjusted in June 1991.
 QP0737
 QP0737.The dynamic height is computed by dividing the NAVD 88
 QP0737.geopotential number by the normal gravity value computed on the
 QP0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0737.degrees latitude (g = 980.6199 gals.).
 QP0737
 QP0737.The modeled gravity was interpolated from observed gravity values.
 QP0737
 QP0737;                    North         East    Units  Estimated Accuracy
 QP0737;SPC MN S     -   334,230.      718,020.      MT  (+/- 180 meters Scaled)
 QP0737
 QP0737                          SUPERSEDED SURVEY CONTROL
 QP0737
 QP0737  NGVD 29 (??/??/92)  340.494  (m)         1117.10   (f) ADJ UNCH    2 0
 QP0737
 QP0737.Superseded values are not recommended for survey control.
 QP0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0737.See file dsdata.txt to determine how the superseded data were derived.
 QP0737
 QP0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK393964(NAD 83)
 QP0737
 QP0737_MARKER: DB = BENCH MARK DISK
 QP0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0737_SP_SET: CONCRETE POST
 QP0737_STAMPING: 3405 A 1973
 QP0737_MARK LOGO: MNDT  
 QP0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0737+STABILITY: SURFACE MOTION
 QP0737
 QP0737  HISTORY     - Date     Condition        Report By
 QP0737  HISTORY     - 1973     MONUMENTED       MNDT
 QP0737  HISTORY     - 1973     GOOD             MNDT
 QP0737  HISTORY     - 1981     GOOD             MNDT
 QP0737
 QP0737                          STATION DESCRIPTION
 QP0737
 QP0737'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0737'1.3 MI S FROM WILLMAR.
 QP0737'MARK IS LOCATED 1.3 MILES SOUTH ALONG T.H. 71 FROM THE JUNCTION OF
 QP0737'T.H. 71 AND T.H. 12 IN WILLMAR, AT THE SOUTH JUNCTION OF T.H. 71 AND
 QP0737'T.H. 23, 85.2 FEET EAST ALONG THE EXTENDED CENTERLINE OF T.H. 23 FROM
 QP0737'THE CENTERLINE OF T.H. 71, 75.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 QP0737'OF A MOTEL OFFICE (EDGE OTOWN), 61.2 FEET NORTHEAST OF THE SOUTHWEST
 QP0737'CORNER OF A 1-STORY STUCCO BUILDING (RULES GAS CITY), 6.5 FEET WEST OF
 QP0737'A SIGN (GAS FOR LESS), 0.7 FEET EAST OF A STEEL WITNESS POST, IN A
 QP0737'CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND.  NW 1/4 SECTION 23, T
 QP0737'119, R 35.
 QP0737
 QP0737                          STATION RECOVERY (1981)
 QP0737
 QP0737'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 QP0737'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS LINE 141
 QP0737'MINN AND IS LOCATED AT THE JUNCTION OF 19TH AVENUE SOUTHWEST AND
 QP0737'TRUNK HIGHWAY 71 IN WILLMAR AND IS IN THE NW 1/4 OF SECTION 23,
 QP0737'T119N, R35W.  THE MARK IS 51 FEET NORTH OF THE EASTERLY EXTENSION OF
 QP0737'THE CENTERLINE OF 19TH AVENUE, 37 FEET NORTH OF THE NORTH EDGE OF THE
 QP0737'NORTH CURB OF 19TH AVENUE, 26.3 FEET OF A POWER POLE, 22.7 FEET EAST
 QP0737'OF AND ABOUT LEVEL WITH THE EAST EDGE OF THE EAST CURB OF HIGHWAY 71,
 QP0737'5 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE SIGN BASE AND 1
 QP0737'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 QP0737'MARK DISK STAMPED---3405 A 1973---, IS SET IN THE TOP OF A MAGNETIC
 QP0737'CONCRETE POST THAT IS BURIED 6 INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1679 ***********************************************************************
 QP1679  DESIGNATION -  3405 B RESET
 QP1679  PID         -  QP1679
 QP1679  STATE/COUNTY-  MN/KANDIYOHI
 QP1679  COUNTRY     -  US
 QP1679  USGS QUAD   -  WILLMAR (1994)
 QP1679
 QP1679                         *CURRENT SURVEY CONTROL
 QP1679  ______________________________________________________________________
 QP1679* NAD 83(1986) POSITION- 45 06 13.     (N) 095 03 13.     (W)   SCALED    
 QP1679* NAVD 88 ORTHO HEIGHT -   346.569  (meters)    1137.04  (feet) ADJUSTED  
 QP1679  ______________________________________________________________________
 QP1679  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP1679  DYNAMIC HEIGHT  -        346.545 (meters)     1136.96  (feet) COMP
 QP1679  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 QP1679
 QP1679  VERT ORDER      -  SECOND    CLASS II
 QP1679
 QP1679.The horizontal coordinates were scaled from a topographic map and have
 QP1679.an estimated accuracy of +/- 6 seconds.
 QP1679.
 QP1679.The orthometric height was determined by differential leveling and
 QP1679.adjusted in June 1991.
 QP1679
 QP1679.The dynamic height is computed by dividing the NAVD 88
 QP1679.geopotential number by the normal gravity value computed on the
 QP1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1679.degrees latitude (g = 980.6199 gals.).
 QP1679
 QP1679.The modeled gravity was interpolated from observed gravity values.
 QP1679
 QP1679;                    North         East    Units  Estimated Accuracy
 QP1679;SPC MN S     -   334,280.      717,080.      MT  (+/- 180 meters Scaled)
 QP1679
 QP1679                          SUPERSEDED SURVEY CONTROL
 QP1679
 QP1679.No superseded survey control is available for this station.
 QP1679
 QP1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK384965(NAD 83)
 QP1679
 QP1679_MARKER: DB = BENCH MARK DISK
 QP1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1679_SP_SET: CONCRETE POST
 QP1679_STAMPING: 3405 B RESET 1981
 QP1679_MARK LOGO: MNDT  
 QP1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1679+STABILITY: SURFACE MOTION
 QP1679
 QP1679  HISTORY     - Date     Condition        Report By
 QP1679  HISTORY     - 1981     MONUMENTED       MNDT
 QP1679
 QP1679                          STATION DESCRIPTION
 QP1679
 QP1679'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1679'IN WILLMAR.
 QP1679'THE MARK IS LOCATED 0.5 MILE WEST ALONG 19TH AVENUE SOUTHWEST FROM
 QP1679'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS IN THE NW 1/4 OF
 QP1679'SECTION 22, T119N, R35W.  THE MARK IS 198.2 FEET WEST OF THE CENTER
 QP1679'OF 9TH STREET SOUTHWEST, 123.8 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 QP1679'OF THE BRICK UNITED METHODIST CHURCH BUILDING, 112.3 FEET SOUTH OF
 QP1679'THE SOUTHEAST CORNER OF THE MAIN ENTRANCE TO THE CHURCH, 37.2 FEET
 QP1679'NORTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF 19TH AVENUE
 QP1679'SOUTHWEST, 36.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 4 FOOT
 QP1679'HIGH BRICK SIGN, 35.8 FEET NORTH OF THE EAST END OF A 15 INCH METAL
 QP1679'CULVERT UNDER THE CHURCH ENTRANCE AND 2.6 FEET SOUTHEAST OF THE
 QP1679'SOUTHEAST EDGE OF THE BLACKTOP OF A CIRCULAR DRIVE.  THE MARK, A
 QP1679'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---3405 B RESET
 QP1679'1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED
 QP1679'1 INCH BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1675 ***********************************************************************
 QP1675  DESIGNATION -  3405 C
 QP1675  PID         -  QP1675
 QP1675  STATE/COUNTY-  MN/KANDIYOHI
 QP1675  COUNTRY     -  US
 QP1675  USGS QUAD   -  WILLMAR (1994)
 QP1675
 QP1675                         *CURRENT SURVEY CONTROL
 QP1675  ______________________________________________________________________
 QP1675* NAD 83(1986) POSITION- 45 06 13.     (N) 095 03 45.     (W)   SCALED    
 QP1675* NAVD 88 ORTHO HEIGHT -   342.006  (meters)    1122.06  (feet) ADJUSTED  
 QP1675  ______________________________________________________________________
 QP1675  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 QP1675  DYNAMIC HEIGHT  -        341.982 (meters)     1121.99  (feet) COMP
 QP1675  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 QP1675
 QP1675  VERT ORDER      -  SECOND    CLASS II
 QP1675
 QP1675.The horizontal coordinates were scaled from a topographic map and have
 QP1675.an estimated accuracy of +/- 6 seconds.
 QP1675.
 QP1675.The orthometric height was determined by differential leveling and
 QP1675.adjusted in June 1991.
 QP1675
 QP1675.The dynamic height is computed by dividing the NAVD 88
 QP1675.geopotential number by the normal gravity value computed on the
 QP1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1675.degrees latitude (g = 980.6199 gals.).
 QP1675
 QP1675.The modeled gravity was interpolated from observed gravity values.
 QP1675
 QP1675;                    North         East    Units  Estimated Accuracy
 QP1675;SPC MN S     -   334,280.      716,380.      MT  (+/- 180 meters Scaled)
 QP1675
 QP1675                          SUPERSEDED SURVEY CONTROL
 QP1675
 QP1675.No superseded survey control is available for this station.
 QP1675
 QP1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK377965(NAD 83)
 QP1675
 QP1675_MARKER: DB = BENCH MARK DISK
 QP1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1675_SP_SET: CONCRETE POST
 QP1675_STAMPING: 3405 C 1973
 QP1675_MARK LOGO: MNDT  
 QP1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1675+STABILITY: SURFACE MOTION
 QP1675
 QP1675  HISTORY     - Date     Condition        Report By
 QP1675  HISTORY     - 1973     MONUMENTED       MNDT
 QP1675  HISTORY     - 1981     GOOD             MNDT
 QP1675
 QP1675                          STATION DESCRIPTION
 QP1675
 QP1675'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1675'IN WILLMAR.
 QP1675'THE MARK IS LOCATED 1 MILE WEST ALONG 19TH AVENUE SOUTHWEST FROM ITS
 QP1675'JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS IN THE NW 1/4 OF
 QP1675'SECTION 22, T119N, R35W.  THE MARK IS 74.3 FEET NORTH OF AND 2 FEET
 QP1675'LOWER THAN THE CENTERLINE OF 19TH AVENUE SOUTHWEST, 42 FEET EAST OF
 QP1675'THE CENTER OF 15TH STREET SOUTHWEST, 34 FEET NORTHWEST OF THE NORTH
 QP1675'END OF A 24 INCH CONCRETE CULVERT UNDER 19TH AVENUE SOUTHWEST, 9.5
 QP1675'FEET EAST OF A POWER POLE, 1.6 FEET SOUTH OF A FENCE LINE AND 0.7
 QP1675'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 QP1675'MARK DISK STAMPED---3405 C 1973---, IS SET IN THE TOP OF A MAGNETIC
 QP1675'CONCRETE POST THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 QP1675'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1674 ***********************************************************************
 QP1674  DESIGNATION -  3405 D RESET
 QP1674  PID         -  QP1674
 QP1674  STATE/COUNTY-  MN/KANDIYOHI
 QP1674  COUNTRY     -  US
 QP1674  USGS QUAD   -  WILLMAR (1994)
 QP1674
 QP1674                         *CURRENT SURVEY CONTROL
 QP1674  ______________________________________________________________________
 QP1674* NAD 83(1986) POSITION- 45 06 13.     (N) 095 04 24.     (W)   SCALED    
 QP1674* NAVD 88 ORTHO HEIGHT -   344.248  (meters)    1129.42  (feet) ADJUSTED  
 QP1674  ______________________________________________________________________
 QP1674  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 QP1674  DYNAMIC HEIGHT  -        344.223 (meters)     1129.34  (feet) COMP
 QP1674  MODELED GRAVITY -    980,535.4   (mgal)                       NAVD 88
 QP1674
 QP1674  VERT ORDER      -  SECOND    CLASS II
 QP1674
 QP1674.The horizontal coordinates were scaled from a topographic map and have
 QP1674.an estimated accuracy of +/- 6 seconds.
 QP1674.
 QP1674.The orthometric height was determined by differential leveling and
 QP1674.adjusted in June 1991.
 QP1674
 QP1674.The dynamic height is computed by dividing the NAVD 88
 QP1674.geopotential number by the normal gravity value computed on the
 QP1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1674.degrees latitude (g = 980.6199 gals.).
 QP1674
 QP1674.The modeled gravity was interpolated from observed gravity values.
 QP1674
 QP1674;                    North         East    Units  Estimated Accuracy
 QP1674;SPC MN S     -   334,300.      715,530.      MT  (+/- 180 meters Scaled)
 QP1674
 QP1674                          SUPERSEDED SURVEY CONTROL
 QP1674
 QP1674.No superseded survey control is available for this station.
 QP1674
 QP1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK368965(NAD 83)
 QP1674
 QP1674_MARKER: DB = BENCH MARK DISK
 QP1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1674_SP_SET: CONCRETE POST
 QP1674_STAMPING: 3405 D RESET 1981
 QP1674_MARK LOGO: MNDT  
 QP1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1674+STABILITY: SURFACE MOTION
 QP1674
 QP1674  HISTORY     - Date     Condition        Report By
 QP1674  HISTORY     - 1981     MONUMENTED       MNDT
 QP1674
 QP1674                          STATION DESCRIPTION
 QP1674
 QP1674'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1674'IN WILLMAR.
 QP1674'THE MARK IS LOCATED 1.5 MILES WEST ALONG 19TH AVENUE SOUTHWEST FROM
 QP1674'ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS IN THE NW 1/4 OF
 QP1674'SECTION 21, T119N, R35W.  THE MARK IS 73 FEET NORTH OF AND ABOUT
 QP1674'LEVEL WITH THE CENTERLINE OF 19TH AVENUE SOUTHWEST, 54.5 FEET WEST OF
 QP1674'THE CENTERLINE OF 22ND STREET SOUTHWEST, 27 FEET WEST OF A POWER
 QP1674'POLE,11.3 FEET SOUTH OF A WOOD CORNER FENCE POST, 141.7 FEET
 QP1674'SOUTH-SOUTHWEST OF A FIRE HYDRANT AND 0.6 FOOT SOUTH OF A STEEL
 QP1674'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1674'STAMPED---3405 D RESET 1981---, IS SET IN TOP OF A MAGNETIC CONCRETE
 QP1674'POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0684 ***********************************************************************
 QP0684  DESIGNATION -  3405 E
 QP0684  PID         -  QP0684
 QP0684  STATE/COUNTY-  MN/KANDIYOHI
 QP0684  COUNTRY     -  US
 QP0684  USGS QUAD   -  WILLMAR (1994)
 QP0684
 QP0684                         *CURRENT SURVEY CONTROL
 QP0684  ______________________________________________________________________
 QP0684* NAD 83(2007) POSITION- 45 06 12.82965(N) 095 04 58.12645(W)   ADJUSTED  
 QP0684* NAD 83(2007) ELLIP HT-   315.199 (meters)        (08/04/10)   ADJUSTED
 QP0684* NAD 83(2007) EPOCH   -  2002.00
 QP0684* NAVD 88 ORTHO HEIGHT -   341.925  (meters)    1121.80  (feet) ADJUSTED  
 QP0684  ______________________________________________________________________
 QP0684  NAD 83(2007) X  -   -399,536.303 (meters)                     COMP
 QP0684  NAD 83(2007) Y  - -4,491,934.249 (meters)                     COMP
 QP0684  NAD 83(2007) Z  -  4,495,702.658 (meters)                     COMP
 QP0684  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC09
 QP0684  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 QP0684  DYNAMIC HEIGHT  -        341.900 (meters)     1121.72  (feet) COMP
 QP0684  MODELED GRAVITY -    980,534.8   (mgal)                       NAVD 88
 QP0684
 QP0684  HORZ ORDER      -  FIRST
 QP0684  VERT ORDER      -  FIRST     CLASS II
 QP0684  ELLP ORDER      -  THIRD     CLASS I
 QP0684
 QP0684.The horizontal coordinates were established by GPS observations
 QP0684.and adjusted by the MN DEPT OF TRANSP in August 2010.
 QP0684
 QP0684.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0684.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0684
 QP0684.The horizontal coordinates are valid at the epoch date displayed above
 QP0684.which is a decimal equivalence of Year/Month/Day.
 QP0684
 QP0684.The orthometric height was determined by differential leveling and
 QP0684.adjusted in June 1991.
 QP0684
 QP0684.Photographs are available for this station.
 QP0684
 QP0684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0684
 QP0684.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0684
 QP0684.The ellipsoidal height was determined by GPS observations
 QP0684.and is referenced to NAD 83.
 QP0684
 QP0684.The dynamic height is computed by dividing the NAVD 88
 QP0684.geopotential number by the normal gravity value computed on the
 QP0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0684.degrees latitude (g = 980.6199 gals.).
 QP0684
 QP0684.The modeled gravity was interpolated from observed gravity values.
 QP0684
 QP0684. The following values were computed from the NAD 83(2007) position.
 QP0684
 QP0684;                    North         East     Units Scale Factor Converg.
 QP0684;SPC MN S     -   334,300.175   714,782.003   MT  0.99997725   -0 45 32.3
 QP0684;SPC MN S     - 1,096,783.16  2,345,080.62   sFT  0.99997725   -0 45 32.3
 QP0684;UTM  15      - 4,996,565.404   336,138.554   MT  0.99993016   -1 28 32.7
 QP0684
 QP0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0684!SPC MN S     -   0.99995058  x   0.99997725  =   0.99992784
 QP0684!UTM  15      -   0.99995058  x   0.99993016  =   0.99988075
 QP0684
 QP0684                          SUPERSEDED SURVEY CONTROL
 QP0684
 QP0684  NAVD 88 (08/04/10)  341.93   (m)         1121.8    (f) LEVELING    3  
 QP0684  NGVD 29 (??/??/92)  341.757  (m)         1121.25   (f) ADJ UNCH    1 2
 QP0684
 QP0684.Superseded values are not recommended for survey control.
 QP0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0684.See file dsdata.txt to determine how the superseded data were derived.
 QP0684
 QP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3613896565(NAD 83)
 QP0684
 QP0684_MARKER: DB = BENCH MARK DISK
 QP0684_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP0684_SP_SET: CONCRETE POST
 QP0684_STAMPING: 3405 E 1973
 QP0684_MARK LOGO: MNHD  
 QP0684_PROJECTION: RECESSED 5 CENTIMETERS
 QP0684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0684+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 QP0684
 QP0684  HISTORY     - Date     Condition        Report By
 QP0684  HISTORY     - 1973     MONUMENTED       MNHD
 QP0684  HISTORY     - 1986     GOOD             USPSQD
 QP0684  HISTORY     - 19900802 GOOD             NGS
 QP0684  HISTORY     - 20090512 GOOD             MNDT
 QP0684  HISTORY     - 20090512 GOOD             MNDT
 QP0684
 QP0684                          STATION DESCRIPTION
 QP0684
 QP0684'DESCRIBED BY MN HIGHWAY DEPT 1973
 QP0684'2.3 MI SW FROM WILLMAR.
 QP0684'MARK IS LOCATED 1.3 MILES SOUTH ALONG TH 71/23 FROM THE JUNCTION OF TH
 QP0684'71 AND TH 23, IN WILLMAR, THENCE, 1.9 MILES WEST ALONG TH 23, 0.05
 QP0684'MILES EAST OF TH 318 (NORTH), 63.5 FEET NORTH OF THE CENTERLINE OF TH
 QP0684'23 AT MILE POINT 142.95, 47 FEET WEST OF THE CENTER OF THE EAST
 QP0684'ENTRANCE TO A GASOLINE STORAGE AREA, 43 FEET EAST OF THE CENTER OF THE
 QP0684'WEST ENTRANCE TO A GASOLINE STORAGE AREA, 29 FEET SOUTH OF A CHAIN
 QP0684'LINK FENCE, 0.7 FEET SOUTH OF A STEEL WITNESS, IN A CONCRETE MONUMENT
 QP0684'SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 21, T 119, R 35.
 QP0684
 QP0684                          STATION RECOVERY (1986)
 QP0684
 QP0684'RECOVERY NOTE BY US POWER SQUADRON 1986 (JDW)
 QP0684'RECOVERED IN GOOD CONDITION.
 QP0684
 QP0684                          STATION RECOVERY (1990)
 QP0684
 QP0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QP0684'3.2 KM (2.0 MI) WESTERLY ALONG 19TH STREET (OLD HIGHWAY 23) FROM THE
 QP0684'JUNCTION OF U.S. HIGHWAY 71 IN WILLMAR, 60.8 M (199.5 FT) EAST OF
 QP0684'THE CENTERLINE OF COUNTY ROAD 5, 18.6 M (61.0 FT) NORTH OF THE
 QP0684'CENTERLINE OF THE STREET, 15.8 M (51.8 FT) SOUTHEAST OF THE CENTER OF
 QP0684'THE WEST ENTRANCE LEADING TO A PUMP STATION, 0.2 M (0.7 FT) NORTH OF
 QP0684'A WITNESS POST, 0.1 M (0.3 FT) SOUTH OF A RIGHT-OF-WAY POST, AND THE
 QP0684'MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 QP0684
 QP0684                          STATION RECOVERY (2009)
 QP0684
 QP0684'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 QP0684'1.89 MILES SOUTHWEST OF WILLMAR, 1.2 MILES SOUTH ALONG 7TH STREET
 QP0684'SOUTHWEST FROM JUNCTION OF 7TH STREET SOUTHWEST AND TRUNK HIGHWAY 12
 QP0684'IN WILLMAR, THEN 1.6 MILES WEST ON 19TH AVENUE SOUTHWEST, 62.0 FEET
 QP0684'NORTH OF 19TH AVENUE SOUTHWEST (COUNTY ROAD 15), 199.5 FEET EAST OF
 QP0684'COUNTY ROAD 5, 162.5 FEET EAST OF EAST END OF METAL CULVERT, 51.8 FEET
 QP0684'SOUTHEAST OF WEST ENTRANCE TO PIPELINE PUMP STATION, 47.0 FEET WEST OF
 QP0684'ENTRANCE TO PIPELINE COMPANY FIRE NUMBER 2930, 22.2 FEET
 QP0684'NORTH-NORTHEAST OF WITNESS POST.
 QP0684
 QP0684                          STATION RECOVERY (2009)
 QP0684
 QP0684'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 QP0684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1616 ***********************************************************************
 QP1616  DESIGNATION -  3405 F
 QP1616  PID         -  QP1616
 QP1616  STATE/COUNTY-  MN/KANDIYOHI
 QP1616  COUNTRY     -  US
 QP1616  USGS QUAD   -  WILLMAR (1994)
 QP1616
 QP1616                         *CURRENT SURVEY CONTROL
 QP1616  ______________________________________________________________________
 QP1616* NAD 83(2007) POSITION- 45 05 26.82813(N) 095 06 14.99725(W)   ADJUSTED  
 QP1616* NAD 83(2007) ELLIP HT-   313.524 (meters)        (08/04/10)   ADJUSTED
 QP1616* NAD 83(2007) EPOCH   -  2002.00
 QP1616* NAVD 88 ORTHO HEIGHT -   340.256  (meters)    1116.32  (feet) ADJUSTED  
 QP1616  ______________________________________________________________________
 QP1616  NAD 83(2007) X  -   -401,299.717 (meters)                     COMP
 QP1616  NAD 83(2007) Y  - -4,492,785.777 (meters)                     COMP
 QP1616  NAD 83(2007) Z  -  4,494,698.973 (meters)                     COMP
 QP1616  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC09
 QP1616  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 QP1616  DYNAMIC HEIGHT  -        340.231 (meters)     1116.24  (feet) COMP
 QP1616  MODELED GRAVITY -    980,533.3   (mgal)                       NAVD 88
 QP1616
 QP1616  HORZ ORDER      -  FIRST
 QP1616  VERT ORDER      -  FIRST     CLASS II
 QP1616  ELLP ORDER      -  THIRD     CLASS I
 QP1616
 QP1616.The horizontal coordinates were established by GPS observations
 QP1616.and adjusted by the MN DEPT OF TRANSP in August 2010.
 QP1616
 QP1616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1616.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1616
 QP1616.The horizontal coordinates are valid at the epoch date displayed above
 QP1616.which is a decimal equivalence of Year/Month/Day.
 QP1616
 QP1616.The orthometric height was determined by differential leveling and
 QP1616.adjusted in June 1991.
 QP1616
 QP1616.Photographs are available for this station.
 QP1616
 QP1616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1616
 QP1616.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1616
 QP1616.The ellipsoidal height was determined by GPS observations
 QP1616.and is referenced to NAD 83.
 QP1616
 QP1616.The dynamic height is computed by dividing the NAVD 88
 QP1616.geopotential number by the normal gravity value computed on the
 QP1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1616.degrees latitude (g = 980.6199 gals.).
 QP1616
 QP1616.The modeled gravity was interpolated from observed gravity values.
 QP1616
 QP1616. The following values were computed from the NAD 83(2007) position.
 QP1616
 QP1616;                    North         East     Units Scale Factor Converg.
 QP1616;SPC MN S     -   332,902.731   713,082.429   MT  0.99997493   -0 46 26.2
 QP1616;SPC MN S     - 1,092,198.38  2,339,504.60   sFT  0.99997493   -0 46 26.2
 QP1616;UTM  15      - 4,995,189.387   334,421.706   MT  0.99993712   -1 29 26.0
 QP1616
 QP1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1616!SPC MN S     -   0.99995085  x   0.99997493  =   0.99992578
 QP1616!UTM  15      -   0.99995085  x   0.99993712  =   0.99988797
 QP1616
 QP1616|---------------------------------------------------------------------|
 QP1616| PID    Reference Object                     Distance      Geod. Az  |
 QP1616|                                                           dddmmss.s |
 QP1616| QP1673 3405 F 1                            363.029 METERS 04432     |
 QP1616|---------------------------------------------------------------------|
 QP1616
 QP1616                          SUPERSEDED SURVEY CONTROL
 QP1616
 QP1616  NAVD 88 (08/04/10)  340.25   (m)         1116.3    (f) LEVELING    3  
 QP1616
 QP1616.Superseded values are not recommended for survey control.
 QP1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1616.See file dsdata.txt to determine how the superseded data were derived.
 QP1616
 QP1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3442195189(NAD 83)
 QP1616
 QP1616_MARKER: DB = BENCH MARK DISK
 QP1616_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1616_SP_SET: CONCRETE POST
 QP1616_STAMPING: 3405 F 1981
 QP1616_MARK LOGO: MNDT  
 QP1616_PROJECTION: FLUSH
 QP1616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1616+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 QP1616
 QP1616  HISTORY     - Date     Condition        Report By
 QP1616  HISTORY     - 1981     MONUMENTED       MNDT
 QP1616  HISTORY     - 19900802 GOOD             NGS
 QP1616  HISTORY     - 20090512 GOOD             MNDT
 QP1616  HISTORY     - 20090512 GOOD             MNDT
 QP1616  HISTORY     - 20090512 GOOD             MNDT
 QP1616
 QP1616                          STATION DESCRIPTION
 QP1616
 QP1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QP1616'4.3 KM (2.7 MI) WESTERLY ALONG 19TH STREET (OLD HIGHWAY 23) FROM THE
 QP1616'JUNCTION OF U.S. HIGHWAY 71 IN WILLMAR, 41.2 M (135.2 FT) NORTHEAST
 QP1616'OF THE CENTER OF THE STREET, 13.9 M (45.6 FT) EAST OF THE CENTERLINE
 QP1616'OF COUNTY ROAD 5, 13.8 M (45.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 QP1616'BURLINGTON NORTHERN RAILROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 QP1616'TRACK, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.  NOTE--THE ABUTMENT
 QP1616'HAS A LARGE CRACK AND IS WEATHER BEATEN.
 QP1616
 QP1616                          STATION RECOVERY (2009)
 QP1616
 QP1616'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 QP1616'3.24 MILES SOUTHWEST OF WILLMAR, 0.7 MILE WEST ALONG TRUNK HIGHWAY 12
 QP1616'FROM JUNCTION OF TRUNK HIGHWAY 12 AND 7TH STREET SOUTHWEST IN WILLMAR,
 QP1616'THEN 1.2 MILES SOUTHWEST ON TRUNK HIGHWAY 40, THEN 0.5 MILE SOUTH ON
 QP1616'TRUNK HIGHWAY 318, THEN 1.3 MILES SOUTHWEST ON COUNTY ROAD 15
 QP1616'SOUTHWEST, 135.2 FEET NORTHWEST OF COUNTY ROAD 15, 79.7 FEET SOUTHWEST
 QP1616'OF TELEPHONE PEDESTAL, 45.6 FEET EAST OF COUNTY ROAD 55, 45.3 FEET
 QP1616'SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD, 0.7 FOOT SOUTHWEST OF WITNESS
 QP1616'POST.
 QP1616
 QP1616                          STATION RECOVERY (2009)
 QP1616
 QP1616'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 QP1616'RECOVERED AS DESCRIBED.
 QP1616
 QP1616                          STATION RECOVERY (2009)
 QP1616
 QP1616'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 QP1616'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1673 ***********************************************************************
 QP1673  DESIGNATION -  3405 F 1
 QP1673  PID         -  QP1673
 QP1673  STATE/COUNTY-  MN/KANDIYOHI
 QP1673  COUNTRY     -  US
 QP1673  USGS QUAD   -  WILLMAR (1994)
 QP1673
 QP1673                         *CURRENT SURVEY CONTROL
 QP1673  ______________________________________________________________________
 QP1673* NAD 83(2007) POSITION- 45 05 35.21036(N) 095 06 03.35311(W)   ADJUSTED  
 QP1673* NAD 83(2007) ELLIP HT-   313.617 (meters)        (08/04/10)   ADJUSTED
 QP1673* NAD 83(2007) EPOCH   -  2002.00
 QP1673* NAVD 88 ORTHO HEIGHT -   340.343  (meters)    1116.61  (feet) ADJUSTED  
 QP1673  ______________________________________________________________________
 QP1673  NAD 83(2007) X  -   -401,029.799 (meters)                     COMP
 QP1673  NAD 83(2007) Y  - -4,492,625.940 (meters)                     COMP
 QP1673  NAD 83(2007) Z  -  4,494,881.727 (meters)                     COMP
 QP1673  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC09
 QP1673  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 QP1673  DYNAMIC HEIGHT  -        340.318 (meters)     1116.53  (feet) COMP
 QP1673  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 QP1673
 QP1673  HORZ ORDER      -  FIRST
 QP1673  VERT ORDER      -  SECOND    CLASS II
 QP1673  ELLP ORDER      -  THIRD     CLASS I
 QP1673
 QP1673.The horizontal coordinates were established by GPS observations
 QP1673.and adjusted by the MN DEPT OF TRANSP in August 2010.
 QP1673
 QP1673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1673.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1673
 QP1673.The horizontal coordinates are valid at the epoch date displayed above
 QP1673.which is a decimal equivalence of Year/Month/Day.
 QP1673
 QP1673.The orthometric height was determined by differential leveling and
 QP1673.adjusted in June 1991.
 QP1673
 QP1673.Photographs are available for this station.
 QP1673
 QP1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1673
 QP1673.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1673
 QP1673.The ellipsoidal height was determined by GPS observations
 QP1673.and is referenced to NAD 83.
 QP1673
 QP1673.The dynamic height is computed by dividing the NAVD 88
 QP1673.geopotential number by the normal gravity value computed on the
 QP1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1673.degrees latitude (g = 980.6199 gals.).
 QP1673
 QP1673.The modeled gravity was interpolated from observed gravity values.
 QP1673
 QP1673. The following values were computed from the NAD 83(2007) position.
 QP1673
 QP1673;                    North         East     Units Scale Factor Converg.
 QP1673;SPC MN S     -   333,158.030   713,340.510   MT  0.99997535   -0 46 18.0
 QP1673;SPC MN S     - 1,093,035.97  2,340,351.32   sFT  0.99997535   -0 46 18.0
 QP1673;UTM  15      - 4,995,441.428   334,682.950   MT  0.99993605   -1 29 18.0
 QP1673
 QP1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1673!SPC MN S     -   0.99995083  x   0.99997535  =   0.99992618
 QP1673!UTM  15      -   0.99995083  x   0.99993605  =   0.99988689
 QP1673
 QP1673:                Primary Azimuth Mark                     Grid Az
 QP1673:SPC MN S     -  3405 V                                   155 15 43.8
 QP1673:UTM  15      -  3405 V                                   155 58 43.8
 QP1673
 QP1673|---------------------------------------------------------------------|
 QP1673| PID    Reference Object                     Distance      Geod. Az  |
 QP1673|                                                           dddmmss.s |
 QP1673| DM3594 3405 V                              APPROX. 0.6 KM 1542925.8 |
 QP1673| QP1616 3405 F                              363.029 METERS 22432     |
 QP1673|---------------------------------------------------------------------|
 QP1673
 QP1673                          SUPERSEDED SURVEY CONTROL
 QP1673
 QP1673  NAVD 88 (08/04/10)  340.34   (m)         1116.6    (f) LEVELING    3  
 QP1673
 QP1673.Superseded values are not recommended for survey control.
 QP1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1673.See file dsdata.txt to determine how the superseded data were derived.
 QP1673
 QP1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3468295441(NAD 83)
 QP1673
 QP1673_MARKER: DV = VERTICAL CONTROL DISK
 QP1673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1673_SP_SET: BOX CULVERT
 QP1673_STAMPING: 3405 F 1 1981
 QP1673_MARK LOGO: MNDT  
 QP1673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1673+STABILITY: SURFACE MOTION
 QP1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1673+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 QP1673
 QP1673  HISTORY     - Date     Condition        Report By
 QP1673  HISTORY     - 1981     MONUMENTED       MNDT
 QP1673  HISTORY     - 20090512 GOOD             MNDT
 QP1673  HISTORY     - 20090512 GOOD             MNDT
 QP1673
 QP1673                          STATION DESCRIPTION
 QP1673
 QP1673'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1673'1.75 MI SW FROM WILLMAR.
 QP1673'THE MARK IS LOCATED 1.75 MILES SOUTHWEST ALONG THE BURLINGTON
 QP1673'NORTHERN RAILROAD FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT WILLMAR
 QP1673'AND IS NEAR TRUNK HIGHWAY 23 MILE POINT 141.85 IN THE NW 1/4 OF
 QP1673'SECTION 29, T119N, R35W.  THE MARK IS 89 FEET NORTHWEST OF THE
 QP1673'CENTERLINE OF TRUNK HIGHWAY 23, 36.7 FEET WEST OF TELEGRAPH POLE
 QP1673'NUMBER A46, 10.2 FEET SOUTHEAST OF AND 2 FEET LOWER THAN THE
 QP1673'SOUTHEAST RAIL OF THE RAILROAD IN THE NORTHEAST END OF THE SOUTHEAST
 QP1673'HEADWALL OF THE BOX CULVERT.  THE MARK, A STANDARD MNDT VERTICAL
 QP1673'CONTROL MARK DISK STAMPED---3405 F 1 1981---, IS CEMENTED IN A DRILL
 QP1673'HOLE IN THE HEADWALL.
 QP1673
 QP1673                          STATION RECOVERY (2009)
 QP1673
 QP1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 QP1673'2.99 MILES SOUTHWEST OF WILLMAR, 0.7 MILE WEST ALONG TRUNK HIGHWAY 12
 QP1673'FROM JUNCTION OF TRUNK HIGHWAY 12 AND 7TH STREET SOUTHWEST IN WILLMAR,
 QP1673'THEN 1.2 MILES SOUTHWEST ON TRUNK HIGHWAY 40, THEN 0.5 MILE SOUTH ON
 QP1673'TRUNK HIGHWAY 318, THEN 1.1 MILES SOUTHWEST ON COUNTY ROAD 15
 QP1673'SOUTHWEST, 89 FEET NORTHWEST OF COUNTY ROAD 15, 10.2 FEET SOUTHEAST OF
 QP1673'SOUTHEAST RAIL OF RAILROAD, IN NORTHEAST END OF SOUTHEAST HEADWALL OF
 QP1673'RAILROAD BOX CULVERT.
 QP1673
 QP1673                          STATION RECOVERY (2009)
 QP1673
 QP1673'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 QP1673'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1678 ***********************************************************************
 QP1678  DESIGNATION -  3405 G
 QP1678  PID         -  QP1678
 QP1678  STATE/COUNTY-  MN/KANDIYOHI
 QP1678  COUNTRY     -  US
 QP1678  USGS QUAD   -  WILLMAR (1994)
 QP1678
 QP1678                         *CURRENT SURVEY CONTROL
 QP1678  ______________________________________________________________________
 QP1678* NAD 83(1986) POSITION- 45 05 21.5    (N) 095 03 46.8    (W)   HD_HELD2  
 QP1678* NAVD 88 ORTHO HEIGHT -   342.405  (meters)    1123.37  (feet) ADJUSTED  
 QP1678  ______________________________________________________________________
 QP1678  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP1678  DYNAMIC HEIGHT  -        342.380 (meters)     1123.29  (feet) COMP
 QP1678  MODELED GRAVITY -    980,534.7   (mgal)                       NAVD 88
 QP1678
 QP1678  VERT ORDER      -  SECOND    CLASS II
 QP1678
 QP1678.The horizontal coordinates were established by autonomous hand held GPS
 QP1678.observations and have an estimated accuracy of +/- 10 meters.
 QP1678.
 QP1678.The orthometric height was determined by differential leveling and
 QP1678.adjusted in June 1991.
 QP1678
 QP1678.Photographs are available for this station.
 QP1678
 QP1678.The dynamic height is computed by dividing the NAVD 88
 QP1678.geopotential number by the normal gravity value computed on the
 QP1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1678.degrees latitude (g = 980.6199 gals.).
 QP1678
 QP1678.The modeled gravity was interpolated from observed gravity values.
 QP1678
 QP1678;                    North         East    Units  Estimated Accuracy
 QP1678;SPC MN S     -   332,695.      716,321.      MT  (+/- 10 meters HH2 GPS)
 QP1678
 QP1678                          SUPERSEDED SURVEY CONTROL
 QP1678
 QP1678.No superseded survey control is available for this station.
 QP1678
 QP1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3765694941(NAD 83)
 QP1678
 QP1678_MARKER: DV = VERTICAL CONTROL DISK
 QP1678_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1678_SP_SET: BRIDGE PIER
 QP1678_STAMPING: 3405 G 1981
 QP1678_MARK LOGO: MNDT  
 QP1678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1678+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 QP1678
 QP1678  HISTORY     - Date     Condition        Report By
 QP1678  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1678  HISTORY     - 20090528 GOOD             MNDT
 QP1678
 QP1678                          STATION DESCRIPTION
 QP1678
 QP1678'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1678'IN WILLMAR.
 QP1678'THE MARK IS LOCATED 1 MILE SOUTH ALONG 15TH STREET SOUTHWEST FROM ITS
 QP1678'JUNCTION WITH 19TH AVENUE SOUTHWEST IN WILLMAR AND IS IN THE SW 1/4
 QP1678'OF SECTION 27, T119N, R35W.  THE MARK IS 48 FEET NORTH OF THE
 QP1678'EASTBOUND CENTERLINE OF NEW TRUNK HIGHWAY 23 AND 1.8 FEET EAST OF THE
 QP1678'BRIDGE PIER FOR BRIDGE NUMBER 34014 CARRYING 15TH STREET OVER HIGHWAY
 QP1678'23.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1678'STAMPED---3405 G 1981---, IS CEMENTED INTO THE TOP OF A 1-1/2 INCH
 QP1678'DIAMETER BY 4 FOOT LONG PIPE THAT IS CEMENTED INTO THE CONCRETE
 QP1678'FOOTING FOR THE PIER.  THE MARK PROJECTS 1 FOOT ABOVE GROUND LEVEL.
 QP1678
 QP1678                          STATION RECOVERY (2009)
 QP1678
 QP1678'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP1678'THE MARK IS 2.24 MI (3.6 KM) SOUTHWEST OF WILLMAR.
 QP1678' 
 QP1678'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH ALONG SEVENTH STREET
 QP1678'SOUTHWEST FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK
 QP1678'HIGHWAY 12 IN WILLMAR.
 QP1678' 
 QP1678'IT IS 0.7 MI (1.1 KM) WEST ON 19TH AVENUE SOUTHWEST, THEN 1.0 MI (1.6
 QP1678'KM) SOUTH ON 15TH STREET SOUTHWEST, 48 FT (14.6 M) NORTH OF EASTBOUND
 QP1678'TRUNK HIGHWAY 23, 40 FT (12.2 M) SOUTH OF WESTBOUND TRUNK HIGHWAY 23,
 QP1678'1.8 FT (0.5 M) EAST OF CENTER PIER ON BRIDGE AT GROUND LEVEL PIER ON
 QP1678'15TH STREET BRIDGE 34014 OVER TRUNK HIGHWAY 23.  DISK IS CEMENTED INTO
 QP1678'THE TOP OF A 4 FT (1.2 M) BY 1.5 INCH (4 CM) PIPE CEMENTED INTO THE
 QP1678'CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1677 ***********************************************************************
 QP1677  DESIGNATION -  3405 H
 QP1677  PID         -  QP1677
 QP1677  STATE/COUNTY-  MN/KANDIYOHI
 QP1677  COUNTRY     -  US
 QP1677  USGS QUAD   -  WILLMAR (1994)
 QP1677
 QP1677                         *CURRENT SURVEY CONTROL
 QP1677  ______________________________________________________________________
 QP1677* NAD 83(1986) POSITION- 45 05 19.8    (N) 095 03 46.6    (W)   HD_HELD2  
 QP1677* NAVD 88 ORTHO HEIGHT -   349.932  (meters)    1148.07  (feet) ADJUSTED  
 QP1677  ______________________________________________________________________
 QP1677  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP1677  DYNAMIC HEIGHT  -        349.907 (meters)     1147.99  (feet) COMP
 QP1677  MODELED GRAVITY -    980,534.6   (mgal)                       NAVD 88
 QP1677
 QP1677  VERT ORDER      -  SECOND    CLASS II
 QP1677
 QP1677.The horizontal coordinates were established by autonomous hand held GPS
 QP1677.observations and have an estimated accuracy of +/- 10 meters.
 QP1677.
 QP1677.The orthometric height was determined by differential leveling and
 QP1677.adjusted in June 1991.
 QP1677
 QP1677.Photographs are available for this station.
 QP1677
 QP1677.The dynamic height is computed by dividing the NAVD 88
 QP1677.geopotential number by the normal gravity value computed on the
 QP1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1677.degrees latitude (g = 980.6199 gals.).
 QP1677
 QP1677.The modeled gravity was interpolated from observed gravity values.
 QP1677
 QP1677;                    North         East    Units  Estimated Accuracy
 QP1677;SPC MN S     -   332,643.      716,324.      MT  (+/- 10 meters HH2 GPS)
 QP1677
 QP1677                          SUPERSEDED SURVEY CONTROL
 QP1677
 QP1677.No superseded survey control is available for this station.
 QP1677
 QP1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3765994888(NAD 83)
 QP1677
 QP1677_MARKER: DV = VERTICAL CONTROL DISK
 QP1677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1677_SP_SET: BRIDGE ABUTMENT
 QP1677_STAMPING: 3405 H 1981
 QP1677_MARK LOGO: MNDT  
 QP1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1677+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 QP1677
 QP1677  HISTORY     - Date     Condition        Report By
 QP1677  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1677  HISTORY     - 20090528 GOOD             MNDT
 QP1677
 QP1677                          STATION DESCRIPTION
 QP1677
 QP1677'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1677'IN WILLMAR.
 QP1677'THE MARK IS LOCATED 1 MILE SOUTH ALONG 15TH STREET SOUTHWEST FROM ITS
 QP1677'JUNCTION WITH 19TH AVENUE SOUTHWEST IN WILLMAR AND IS IN THE SW 1/4
 QP1677'OF SECTION 27, T119N, R35W.  THE MARK IS 20.4 FEET EAST OF AND ABOUT
 QP1677'LEVEL WITH THE CENTER OF 15TH STREET SOUTHWEST IN THE ABUTMENT IN THE
 QP1677'SOUTHEAST CORNER OF BRIDGE NUMBER 34014 CARRYING 15TH STREET OVER NEW
 QP1677'TRUNK HIGHWAY 23.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 QP1677'DISK STAMPED---3405 H 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 QP1677'ABUTMENT.
 QP1677
 QP1677                          STATION RECOVERY (2009)
 QP1677
 QP1677'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP1677'THE MARK IS 2.29 MI (3.7 KM) SOUTHWEST OF WILLMAR.
 QP1677' 
 QP1677'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH ALONG SEVENTH STREET
 QP1677'SOUTHWEST FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK
 QP1677'HIGHWAY 12 IN WILLMAR.
 QP1677' 
 QP1677'IT IS 0.7 MI (1.1 KM) WEST ON 19TH AVENUE SOUTHWEST, THEN 1.0 MI (1.6
 QP1677'KM) SOUTH ON 15TH STREET SOUTHWEST, IN SOUTHEAST CORNER OF 15TH STREET
 QP1677'BRIDGE 34014 OVER TRUNK HIGHWAY 23, 20.4 FT (6.2 M) EAST OF 15TH
 QP1677'STREET SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1676 ***********************************************************************
 QP1676  DESIGNATION -  3405 H 1
 QP1676  PID         -  QP1676
 QP1676  STATE/COUNTY-  MN/KANDIYOHI
 QP1676  COUNTRY     -  US
 QP1676  USGS QUAD   -  WILLMAR (1994)
 QP1676
 QP1676                         *CURRENT SURVEY CONTROL
 QP1676  ______________________________________________________________________
 QP1676* NAD 83(1986) POSITION- 45 05 22.8    (N) 095 03 46.5    (W)   HD_HELD2  
 QP1676* NAVD 88 ORTHO HEIGHT -   348.881  (meters)    1144.62  (feet) ADJUSTED  
 QP1676  ______________________________________________________________________
 QP1676  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 QP1676  DYNAMIC HEIGHT  -        348.856 (meters)     1144.54  (feet) COMP
 QP1676  MODELED GRAVITY -    980,534.7   (mgal)                       NAVD 88
 QP1676
 QP1676  VERT ORDER      -  SECOND    CLASS II
 QP1676
 QP1676.The horizontal coordinates were established by autonomous hand held GPS
 QP1676.observations and have an estimated accuracy of +/- 10 meters.
 QP1676.
 QP1676.The orthometric height was determined by differential leveling and
 QP1676.adjusted in June 1991.
 QP1676
 QP1676.Photographs are available for this station.
 QP1676
 QP1676.The dynamic height is computed by dividing the NAVD 88
 QP1676.geopotential number by the normal gravity value computed on the
 QP1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1676.degrees latitude (g = 980.6199 gals.).
 QP1676
 QP1676.The modeled gravity was interpolated from observed gravity values.
 QP1676
 QP1676;                    North         East    Units  Estimated Accuracy
 QP1676;SPC MN S     -   332,735.      716,328.      MT  (+/- 10 meters HH2 GPS)
 QP1676
 QP1676                          SUPERSEDED SURVEY CONTROL
 QP1676
 QP1676.No superseded survey control is available for this station.
 QP1676
 QP1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3766494981(NAD 83)
 QP1676
 QP1676_MARKER: DV = VERTICAL CONTROL DISK
 QP1676_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1676_SP_SET: BRIDGE ABUTMENT
 QP1676_STAMPING: 3405 H 1 1981
 QP1676_MARK LOGO: MNDT  
 QP1676_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1676+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2009
 QP1676
 QP1676  HISTORY     - Date     Condition        Report By
 QP1676  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1676  HISTORY     - 20090528 GOOD             MNDT
 QP1676
 QP1676                          STATION DESCRIPTION
 QP1676
 QP1676'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1676'IN WILLMAD.
 QP1676'THE MARK IS LOCATED 1 MILE SOUTH ALONG 15TH STREET SOUTHWEST FROM ITS
 QP1676'JUNCTION WITH 19TH AVENUE SOUTHWEST IN WILLMAR AND IS IN THE SW 1/4
 QP1676'OF SECTION 27, T119N, R35W.  THE MARK IS 19.6 FEET EAST OF AND ABOUT
 QP1676'LEVEL WITH THE CENTER OF 15TH STREET SOUTHWEST IN THE ABUTMENT IN THE
 QP1676'NORTHEAST CORNER OF BRIDGE NUMBER 34014 CARRYING 15TH STREET OVER NEW
 QP1676'TRUNK HIGHWAY 23.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK
 QP1676'DISK STAMPED---3405 H 1 1981---, IS CEMENTED IN A DRILL HOLE IN THE
 QP1676'ABUTMENT.
 QP1676
 QP1676                          STATION RECOVERY (2009)
 QP1676
 QP1676'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP1676'THE MARK IS 2.23 MI (3.6 KM) SOUTHWEST OF WILLMAR.
 QP1676' 
 QP1676'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH ALONG SEVENTH STREET
 QP1676'SOUTHWEST FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK
 QP1676'HIGHWAY 12 IN WILLMAR.
 QP1676' 
 QP1676'IT IS 0.3 MI (0.5 KM) EAST ON 19TH AVENUE SOUTHWEST, THEN 0.7 MI (1.1
 QP1676'KM) SOUTH ON TRUNK HIGHWAY 71, THEN 1.0 MI (1.6 KM) WEST ON TRUNK
 QP1676'HIGHWAY 23, 1.0 MI (1.6 KM) SOUTH OF THE JUNCTION OF 15TH STREET
 QP1676'SOUTHWEST AND 19TH AVENUE SOUTHWEST, IN NORTHEAST CORNER OF 15TH
 QP1676'STREET BRIDGE 34014 OVER NEW TRUNK HIGHWAY 23, 19.6 FT (6.0 M) EAST OF
 QP1676'15TH STREET SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3585 ***********************************************************************
 DM3585  DESIGNATION -  3405 J
 DM3585  PID         -  DM3585
 DM3585  STATE/COUNTY-  MN/KANDIYOHI
 DM3585  COUNTRY     -  US
 DM3585  USGS QUAD   -  RAYMOND (1958)
 DM3585
 DM3585                         *CURRENT SURVEY CONTROL
 DM3585  ______________________________________________________________________
 DM3585* NAD 83(2007) POSITION- 45 02 11.09114(N) 095 12 00.57995(W)   ADJUSTED  
 DM3585* NAD 83(2007) ELLIP HT-   303.581 (meters)        (08/04/10)   ADJUSTED
 DM3585* NAD 83(2007) EPOCH   -  2002.00
 DM3585* NAVD 88 ORTHO HEIGHT -   330.25   (meters)    1083.5   (feet) LEVELING  
 DM3585  ______________________________________________________________________
 DM3585  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DM3585  NAD 83(2007) X  -   -409,213.575 (meters)                     COMP
 DM3585  NAD 83(2007) Y  - -4,496,360.130 (meters)                     COMP
 DM3585  NAD 83(2007) Z  -  4,490,423.811 (meters)                     COMP
 DM3585  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC09
 DM3585  HORZ ORDER      -  FIRST
 DM3585  VERT ORDER      -  THIRD
 DM3585  ELLP ORDER      -  THIRD     CLASS I
 DM3585
 DM3585.The horizontal coordinates were established by GPS observations
 DM3585.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3585
 DM3585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3585.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3585
 DM3585.The horizontal coordinates are valid at the epoch date displayed above
 DM3585.which is a decimal equivalence of Year/Month/Day.
 DM3585
 DM3585.The orthometric height was determined by differential leveling.
 DM3585.The vertical network tie was performed by a horz. field party for horz.
 DM3585.obs reductions. Reset procedures were used to establish the elevation.
 DM3585
 DM3585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3585
 DM3585.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3585
 DM3585.The ellipsoidal height was determined by GPS observations
 DM3585.and is referenced to NAD 83.
 DM3585
 DM3585. The following values were computed from the NAD 83(2007) position.
 DM3585
 DM3585;                    North         East     Units Scale Factor Converg.
 DM3585;SPC MN S     -   326,967.615   705,437.704   MT  0.99996561   -0 50 28.4
 DM3585;SPC MN S     - 1,072,726.25  2,314,423.53   sFT  0.99996561   -0 50 28.4
 DM3585;UTM  15      - 4,989,350.401   326,703.516   MT  0.99996929   -1 33 25.6
 DM3585
 DM3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3585!SPC MN S     -   0.99995241  x   0.99996561  =   0.99991802
 DM3585!UTM  15      -   0.99995241  x   0.99996929  =   0.99992170
 DM3585
 DM3585:                Primary Azimuth Mark                     Grid Az
 DM3585:SPC MN S     -  3405 R                                   050 29 28.9
 DM3585:UTM  15      -  3405 R                                   051 12 26.1
 DM3585
 DM3585|---------------------------------------------------------------------|
 DM3585| PID    Reference Object                     Distance      Geod. Az  |
 DM3585|                                                           dddmmss.s |
 DM3585| DM3590 3405 R                              APPROX. 0.9 KM 0493900.5 |
 DM3585| DM3589 3405 Q                              APPROX. 0.9 KM 2342910.0 |
 DM3585|---------------------------------------------------------------------|
 DM3585
 DM3585                          SUPERSEDED SURVEY CONTROL
 DM3585
 DM3585.No superseded survey control is available for this station.
 DM3585
 DM3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2670389350(NAD 83)
 DM3585
 DM3585_MARKER: I = METAL ROD
 DM3585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3585_STAMPING: 3405 J 2008
 DM3585_MARK LOGO: MNDT  
 DM3585_PROJECTION: FLUSH
 DM3585_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3585+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3585_ROD/PIPE-DEPTH:  9.1 meters
 DM3585
 DM3585  HISTORY     - Date     Condition        Report By
 DM3585  HISTORY     - 2008     MONUMENTED       MNDT
 DM3585  HISTORY     - 20081015 GOOD             MNDT
 DM3585  HISTORY     - 2009     GOOD             MNDT
 DM3585
 DM3585                          STATION DESCRIPTION
 DM3585
 DM3585'DESCRIBED BY MN DEPT OF TRANSP 2008 (LOR)
 DM3585'2.26 MILES NORTHEAST OF RAYMOND, 2.4 MILES NORTHEAST ALONG TRUNK
 DM3585'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3585'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 135.6, 58.0 FEET SOUTHEAST OF
 DM3585'TRUNK HIGHWAY 23, 51.5 FEET NORTH OF CABLE BOX B 15, 35.7 FEET
 DM3585'SOUTHWEST OF MIDDLE OF 3 POWER POLES, 28.0 FEET NORTHEAST OF FIELD
 DM3585'ENTRANCE, 4.0 FEET SOUTHWEST OF WITNESS POST.
 DM3585
 DM3585                          STATION RECOVERY (2009)
 DM3585
 DM3585'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3585'RECOVERED AS DESCRIBED.
 DM3585' 
 DM3585'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3585'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3585'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3585'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3586 ***********************************************************************
 DM3586  DESIGNATION -  3405 K
 DM3586  PID         -  DM3586
 DM3586  STATE/COUNTY-  MN/KANDIYOHI
 DM3586  COUNTRY     -  US
 DM3586  USGS QUAD   -  RAYMOND (1958)
 DM3586
 DM3586                         *CURRENT SURVEY CONTROL
 DM3586  ______________________________________________________________________
 DM3586* NAD 83(2007) POSITION- 45 02 36.29427(N) 095 11 10.08253(W)   ADJUSTED  
 DM3586* NAD 83(2007) ELLIP HT-   309.895 (meters)        (08/04/10)   ADJUSTED
 DM3586* NAD 83(2007) EPOCH   -  2002.00
 DM3586* NAVD 88 ORTHO HEIGHT -   336.59   (meters)    1104.3   (feet) LEVELING  
 DM3586  ______________________________________________________________________
 DM3586  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DM3586  NAD 83(2007) X  -   -408,063.408 (meters)                     COMP
 DM3586  NAD 83(2007) Y  - -4,495,916.319 (meters)                     COMP
 DM3586  NAD 83(2007) Z  -  4,490,978.069 (meters)                     COMP
 DM3586  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC09
 DM3586  HORZ ORDER      -  FIRST
 DM3586  VERT ORDER      -  THIRD
 DM3586  ELLP ORDER      -  THIRD     CLASS I
 DM3586
 DM3586.The horizontal coordinates were established by GPS observations
 DM3586.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3586
 DM3586.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3586.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3586
 DM3586.The horizontal coordinates are valid at the epoch date displayed above
 DM3586.which is a decimal equivalence of Year/Month/Day.
 DM3586
 DM3586.The orthometric height was determined by differential leveling.
 DM3586.The vertical network tie was performed by a horz. field party for horz.
 DM3586.obs reductions. Reset procedures were used to establish the elevation.
 DM3586
 DM3586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3586
 DM3586.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3586
 DM3586.The ellipsoidal height was determined by GPS observations
 DM3586.and is referenced to NAD 83.
 DM3586
 DM3586. The following values were computed from the NAD 83(2007) position.
 DM3586
 DM3586;                    North         East     Units Scale Factor Converg.
 DM3586;SPC MN S     -   327,729.399   706,554.126   MT  0.99996676   -0 49 53.0
 DM3586;SPC MN S     - 1,075,225.54  2,318,086.33   sFT  0.99996676   -0 49 53.0
 DM3586;UTM  15      - 4,990,098.176   327,829.370   MT  0.99996450   -1 32 50.6
 DM3586
 DM3586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3586!SPC MN S     -   0.99995142  x   0.99996676  =   0.99991818
 DM3586!UTM  15      -   0.99995142  x   0.99996450  =   0.99991592
 DM3586
 DM3586:                Primary Azimuth Mark                     Grid Az
 DM3586:SPC MN S     -  3405 J                                   235 41 33.3
 DM3586:UTM  15      -  3405 J                                   236 24 30.9
 DM3586
 DM3586|---------------------------------------------------------------------|
 DM3586| PID    Reference Object                     Distance      Geod. Az  |
 DM3586|                                                           dddmmss.s |
 DM3586| DM3585 3405 J                              APPROX. 1.4 KM 2345140.3 |
 DM3586| DM3590 3405 R                              APPROX. 0.5 KM 2434536.3 |
 DM3586|---------------------------------------------------------------------|
 DM3586
 DM3586                          SUPERSEDED SURVEY CONTROL
 DM3586
 DM3586.No superseded survey control is available for this station.
 DM3586
 DM3586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2782990098(NAD 83)
 DM3586
 DM3586_MARKER: I = METAL ROD
 DM3586_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3586_STAMPING: 3405 K 2008
 DM3586_MARK LOGO: MNDT  
 DM3586_PROJECTION: RECESSED 3 CENTIMETERS
 DM3586_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3586+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3586_ROD/PIPE-DEPTH:  7.6 meters
 DM3586
 DM3586  HISTORY     - Date     Condition        Report By
 DM3586  HISTORY     - 2008     MONUMENTED       MNDT
 DM3586  HISTORY     - 20081002 GOOD             MNDT
 DM3586  HISTORY     - 2009     GOOD             MNDT
 DM3586
 DM3586                          STATION DESCRIPTION
 DM3586
 DM3586'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM3586'3.1 MILES NORTHEAST OF RAYMOND, 3.2 MILES NORTHEAST ALONG TRUNK
 DM3586'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3586'RAYMOND, AT TRUNK HIGHWAY 23 MILEPONT 136.4, 262 FEET SOUTH OF TRUNK
 DM3586'HIGHWAY 23, 60.5 FEET EAST OF COUNTY ROAD 1, 9.9 FEET NORTH-NORTHEAST
 DM3586'OF CABLE PEDESTAL, 5.9 FEET AWAY FROM WITNESS POST.
 DM3586
 DM3586                          STATION RECOVERY (2009)
 DM3586
 DM3586'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3586'RECOVERED AS DESCRIBED.
 DM3586' 
 DM3586'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3586'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3586'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3586'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3587 ***********************************************************************
 DM3587  DESIGNATION -  3405 N
 DM3587  PID         -  DM3587
 DM3587  STATE/COUNTY-  MN/KANDIYOHI
 DM3587  COUNTRY     -  US
 DM3587  USGS QUAD   -  RAYMOND (1958)
 DM3587
 DM3587                         *CURRENT SURVEY CONTROL
 DM3587  ______________________________________________________________________
 DM3587* NAD 83(2007) POSITION- 45 00 49.48790(N) 095 14 40.38893(W)   ADJUSTED  
 DM3587* NAD 83(2007) ELLIP HT-   301.123 (meters)        (08/04/10)   ADJUSTED
 DM3587* NAD 83(2007) EPOCH   -  2002.00
 DM3587* NAVD 88 ORTHO HEIGHT -   327.78   (meters)    1075.4   (feet) LEVELING  
 DM3587  ______________________________________________________________________
 DM3587  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DM3587  NAD 83(2007) X  -   -412,859.863 (meters)                     COMP
 DM3587  NAD 83(2007) Y  - -4,497,814.676 (meters)                     COMP
 DM3587  NAD 83(2007) Z  -  4,488,641.496 (meters)                     COMP
 DM3587  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC09
 DM3587  HORZ ORDER      -  FIRST
 DM3587  VERT ORDER      -  THIRD
 DM3587  ELLP ORDER      -  THIRD     CLASS I
 DM3587
 DM3587.The horizontal coordinates were established by GPS observations
 DM3587.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3587
 DM3587.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3587.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3587
 DM3587.The horizontal coordinates are valid at the epoch date displayed above
 DM3587.which is a decimal equivalence of Year/Month/Day.
 DM3587
 DM3587.The orthometric height was determined by differential leveling.
 DM3587.The vertical network tie was performed by a horz. field party for horz.
 DM3587.obs reductions. Reset procedures were used to establish the elevation.
 DM3587
 DM3587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3587
 DM3587.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3587
 DM3587.The ellipsoidal height was determined by GPS observations
 DM3587.and is referenced to NAD 83.
 DM3587
 DM3587. The following values were computed from the NAD 83(2007) position.
 DM3587
 DM3587;                    North         East     Units Scale Factor Converg.
 DM3587;SPC MN S     -   324,501.202   701,901.962   MT  0.99996199   -0 52 20.4
 DM3587;SPC MN S     - 1,064,634.36  2,302,823.35   sFT  0.99996199   -0 52 20.4
 DM3587;UTM  15      - 4,986,928.317   323,137.194   MT  0.99998464   -1 35 16.5
 DM3587
 DM3587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3587!SPC MN S     -   0.99995279  x   0.99996199  =   0.99991478
 DM3587!UTM  15      -   0.99995279  x   0.99998464  =   0.99993743
 DM3587
 DM3587:                Primary Azimuth Mark                     Grid Az
 DM3587:SPC MN S     -  3405 P                                   059 06 23.4
 DM3587:UTM  15      -  3405 P                                   059 49 19.5
 DM3587
 DM3587|---------------------------------------------------------------------|
 DM3587| PID    Reference Object                     Distance      Geod. Az  |
 DM3587|                                                           dddmmss.s |
 DM3587| DM3588 3405 P                              APPROX. 0.8 KM 0581403.0 |
 DM3587|---------------------------------------------------------------------|
 DM3587
 DM3587                          SUPERSEDED SURVEY CONTROL
 DM3587
 DM3587.No superseded survey control is available for this station.
 DM3587
 DM3587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2313786928(NAD 83)
 DM3587
 DM3587_MARKER: I = METAL ROD
 DM3587_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3587_STAMPING: 3405 N 2009
 DM3587_MARK LOGO: MNDT  
 DM3587_PROJECTION: FLUSH
 DM3587_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3587+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3587_ROD/PIPE-DEPTH:  7.6 meters
 DM3587
 DM3587  HISTORY     - Date     Condition        Report By
 DM3587  HISTORY     - 2009     MONUMENTED       MNDT
 DM3587  HISTORY     - 2009     GOOD             MNDT
 DM3587
 DM3587                          STATION DESCRIPTION
 DM3587
 DM3587'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3587'IN RAYMOND, 0.3 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF
 DM3587'TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN RAYMOND, AT TRUNK HIGHWAY 23
 DM3587'MILEPOINT 132.8, 62.2 FEET NORTHWEST OF TRUNK HIGHWAY 23, 6305 FEET
 DM3587'SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACKS, 1.3 FEET SOUTHEAST OF
 DM3587'WITNESS POST.
 DM3587
 DM3587                          STATION RECOVERY (2009)
 DM3587
 DM3587'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3587'RECOVERED AS DESCRIBED.
 DM3587' 
 DM3587'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3587'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3587'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3587'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3588 ***********************************************************************
 DM3588  DESIGNATION -  3405 P
 DM3588  PID         -  DM3588
 DM3588  STATE/COUNTY-  MN/KANDIYOHI
 DM3588  COUNTRY     -  US
 DM3588  USGS QUAD   -  RAYMOND (1958)
 DM3588
 DM3588                         *CURRENT SURVEY CONTROL
 DM3588  ______________________________________________________________________
 DM3588* NAD 83(2007) POSITION- 45 01 03.55055(N) 095 14 08.36587(W)   ADJUSTED  
 DM3588* NAD 83(2007) ELLIP HT-   302.042 (meters)        (08/04/10)   ADJUSTED
 DM3588* NAD 83(2007) EPOCH   -  2002.00
 DM3588* NAVD 88 ORTHO HEIGHT -   328.70   (meters)    1078.4   (feet) LEVELING  
 DM3588  ______________________________________________________________________
 DM3588  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DM3588  NAD 83(2007) X  -   -412,133.602 (meters)                     COMP
 DM3588  NAD 83(2007) Y  - -4,497,573.584 (meters)                     COMP
 DM3588  NAD 83(2007) Z  -  4,488,949.042 (meters)                     COMP
 DM3588  LAPLACE CORR    -         -1.82  (seconds)                    DEFLEC09
 DM3588  HORZ ORDER      -  FIRST
 DM3588  VERT ORDER      -  THIRD
 DM3588  ELLP ORDER      -  THIRD     CLASS I
 DM3588
 DM3588.The horizontal coordinates were established by GPS observations
 DM3588.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3588
 DM3588.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3588.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3588
 DM3588.The horizontal coordinates are valid at the epoch date displayed above
 DM3588.which is a decimal equivalence of Year/Month/Day.
 DM3588
 DM3588.The orthometric height was determined by differential leveling.
 DM3588.The vertical network tie was performed by a horz. field party for horz.
 DM3588.obs reductions. Reset procedures were used to establish the elevation.
 DM3588
 DM3588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3588
 DM3588.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3588
 DM3588.The ellipsoidal height was determined by GPS observations
 DM3588.and is referenced to NAD 83.
 DM3588
 DM3588. The following values were computed from the NAD 83(2007) position.
 DM3588
 DM3588;                    North         East     Units Scale Factor Converg.
 DM3588;SPC MN S     -   324,924.614   702,609.615   MT  0.99996260   -0 51 58.0
 DM3588;SPC MN S     - 1,066,023.50  2,305,145.05   sFT  0.99996260   -0 51 58.0
 DM3588;UTM  15      - 4,987,342.866   323,850.094   MT  0.99998155   -1 34 54.3
 DM3588
 DM3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3588!SPC MN S     -   0.99995265  x   0.99996260  =   0.99991525
 DM3588!UTM  15      -   0.99995265  x   0.99998155  =   0.99993420
 DM3588
 DM3588:                Primary Azimuth Mark                     Grid Az
 DM3588:SPC MN S     -  3405 N                                   239 06 23.7
 DM3588:UTM  15      -  3405 N                                   239 49 20.0
 DM3588
 DM3588|---------------------------------------------------------------------|
 DM3588| PID    Reference Object                     Distance      Geod. Az  |
 DM3588|                                                           dddmmss.s |
 DM3588| DM3587 3405 N                              APPROX. 0.8 KM 2381425.7 |
 DM3588|---------------------------------------------------------------------|
 DM3588
 DM3588                          SUPERSEDED SURVEY CONTROL
 DM3588
 DM3588.No superseded survey control is available for this station.
 DM3588
 DM3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2385087342(NAD 83)
 DM3588
 DM3588_MARKER: I = METAL ROD
 DM3588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3588_STAMPING: 3405 P 2009
 DM3588_MARK LOGO: MNDT  
 DM3588_PROJECTION: RECESSED 5 CENTIMETERS
 DM3588_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3588+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3588_ROD/PIPE-DEPTH: 14.9 meters
 DM3588
 DM3588  HISTORY     - Date     Condition        Report By
 DM3588  HISTORY     - 2009     MONUMENTED       MNDT
 DM3588  HISTORY     - 2009     GOOD             MNDT
 DM3588
 DM3588                          STATION DESCRIPTION
 DM3588
 DM3588'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3588'IN RAYMOND, 0.2 MILE NORTHEAST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF
 DM3588'TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN RAYMOND, AT TRUNK HIGHWAY 23
 DM3588'MILEPOINT 133.40, 54.5 FEET NORTHWEST OF TRUNK HIGHWAY 23, 38.1 FEET
 DM3588'SOUTHWEST OF ENTRANCE, 3.0 FEET NORTHEAST OF POWER POLE, 3.0 FEET
 DM3588'NORTHEAST OF WITNESS POST.
 DM3588
 DM3588                          STATION RECOVERY (2009)
 DM3588
 DM3588'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3588'RECOVERED AS DESCRIBED.
 DM3588' 
 DM3588'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3588'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3588'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3588'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3589 ***********************************************************************
 DM3589  DESIGNATION -  3405 Q
 DM3589  PID         -  DM3589
 DM3589  STATE/COUNTY-  MN/KANDIYOHI
 DM3589  COUNTRY     -  US
 DM3589  USGS QUAD   -  RAYMOND (1958)
 DM3589
 DM3589                         *CURRENT SURVEY CONTROL
 DM3589  ______________________________________________________________________
 DM3589* NAD 83(2007) POSITION- 45 01 53.61205(N) 095 12 35.11717(W)   ADJUSTED  
 DM3589* NAD 83(2007) ELLIP HT-   307.453 (meters)        (08/04/10)   ADJUSTED
 DM3589* NAD 83(2007) EPOCH   -  2002.00
 DM3589* NAVD 88 ORTHO HEIGHT -   334.12   (meters)    1096.2   (feet) LEVELING  
 DM3589  ______________________________________________________________________
 DM3589  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DM3589  NAD 83(2007) X  -   -410,001.360 (meters)                     COMP
 DM3589  NAD 83(2007) Y  - -4,496,674.482 (meters)                     COMP
 DM3589  NAD 83(2007) Z  -  4,490,045.217 (meters)                     COMP
 DM3589  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC09
 DM3589  HORZ ORDER      -  FIRST
 DM3589  VERT ORDER      -  THIRD
 DM3589  ELLP ORDER      -  THIRD     CLASS I
 DM3589
 DM3589.The horizontal coordinates were established by GPS observations
 DM3589.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3589
 DM3589.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3589.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3589
 DM3589.The horizontal coordinates are valid at the epoch date displayed above
 DM3589.which is a decimal equivalence of Year/Month/Day.
 DM3589
 DM3589.The orthometric height was determined by differential leveling.
 DM3589.The vertical network tie was performed by a horz. field party for horz.
 DM3589.obs reductions. Reset procedures were used to establish the elevation.
 DM3589
 DM3589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3589
 DM3589.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3589
 DM3589.The ellipsoidal height was determined by GPS observations
 DM3589.and is referenced to NAD 83.
 DM3589
 DM3589. The following values were computed from the NAD 83(2007) position.
 DM3589
 DM3589;                    North         East     Units Scale Factor Converg.
 DM3589;SPC MN S     -   326,439.253   704,673.876   MT  0.99996482   -0 50 52.6
 DM3589;SPC MN S     - 1,070,992.78  2,311,917.54   sFT  0.99996482   -0 50 52.6
 DM3589;UTM  15      - 4,988,831.621   325,933.142   MT  0.99997258   -1 33 49.6
 DM3589
 DM3589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3589!SPC MN S     -   0.99995180  x   0.99996482  =   0.99991662
 DM3589!UTM  15      -   0.99995180  x   0.99997258  =   0.99992438
 DM3589
 DM3589:                Primary Azimuth Mark                     Grid Az
 DM3589:SPC MN S     -  3405 J                                   055 19 38.2
 DM3589:UTM  15      -  3405 J                                   056 02 35.2
 DM3589
 DM3589|---------------------------------------------------------------------|
 DM3589| PID    Reference Object                     Distance      Geod. Az  |
 DM3589|                                                           dddmmss.s |
 DM3589| DM3585 3405 J                              APPROX. 0.9 KM 0542845.6 |
 DM3589|---------------------------------------------------------------------|
 DM3589
 DM3589                          SUPERSEDED SURVEY CONTROL
 DM3589
 DM3589.No superseded survey control is available for this station.
 DM3589
 DM3589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2593388831(NAD 83)
 DM3589
 DM3589_MARKER: I = METAL ROD
 DM3589_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3589_STAMPING: 3405 Q 2009
 DM3589_MARK LOGO: MNDT  
 DM3589_PROJECTION: RECESSED 3 CENTIMETERS
 DM3589_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3589+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3589_ROD/PIPE-DEPTH:  9.1 meters
 DM3589
 DM3589  HISTORY     - Date     Condition        Report By
 DM3589  HISTORY     - 2009     MONUMENTED       MNDT
 DM3589  HISTORY     - 2009     GOOD             MNDT
 DM3589
 DM3589                          STATION DESCRIPTION
 DM3589
 DM3589'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3589'1.7 MILES NORTHEAST OF RAYMOND, 1.75 MILES NORTHEAST ALONG TRUNK
 DM3589'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3589'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 134.95, 61.7 FEET SOUTHEAST OF
 DM3589'SOUTHEAST RAIL OF RAILROAD TRACKS, 54.6 FEET NORTHWEST OF TRUNK
 DM3589'HIGHWAY 23, 1.0 FOOT SOUTHEAST OF WITNESS POST.
 DM3589
 DM3589                          STATION RECOVERY (2009)
 DM3589
 DM3589'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3589'RECOVERED AS DESCRIBED.
 DM3589' 
 DM3589'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3589'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3589'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3589'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3590 ***********************************************************************
 DM3590  DESIGNATION -  3405 R
 DM3590  PID         -  DM3590
 DM3590  STATE/COUNTY-  MN/KANDIYOHI
 DM3590  COUNTRY     -  US
 DM3590  USGS QUAD   -  RAYMOND (1958)
 DM3590
 DM3590                         *CURRENT SURVEY CONTROL
 DM3590  ______________________________________________________________________
 DM3590* NAD 83(2007) POSITION- 45 02 29.09039(N) 095 11 30.69469(W)   ADJUSTED  
 DM3590* NAD 83(2007) ELLIP HT-   307.419 (meters)        (08/04/10)   ADJUSTED
 DM3590* NAD 83(2007) EPOCH   -  2002.00
 DM3590* NAVD 88 ORTHO HEIGHT -   334.09   (meters)    1096.1   (feet) LEVELING  
 DM3590  ______________________________________________________________________
 DM3590  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DM3590  NAD 83(2007) X  -   -408,526.768 (meters)                     COMP
 DM3590  NAD 83(2007) Y  - -4,496,030.505 (meters)                     COMP
 DM3590  NAD 83(2007) Z  -  4,490,819.175 (meters)                     COMP
 DM3590  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC09
 DM3590  HORZ ORDER      -  FIRST
 DM3590  VERT ORDER      -  THIRD
 DM3590  ELLP ORDER      -  THIRD     CLASS I
 DM3590
 DM3590.The horizontal coordinates were established by GPS observations
 DM3590.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3590
 DM3590.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3590.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3590
 DM3590.The horizontal coordinates are valid at the epoch date displayed above
 DM3590.which is a decimal equivalence of Year/Month/Day.
 DM3590
 DM3590.The orthometric height was determined by differential leveling.
 DM3590.The vertical network tie was performed by a horz. field party for horz.
 DM3590.obs reductions. Reset procedures were used to establish the elevation.
 DM3590
 DM3590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3590
 DM3590.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3590
 DM3590.The ellipsoidal height was determined by GPS observations
 DM3590.and is referenced to NAD 83.
 DM3590
 DM3590. The following values were computed from the NAD 83(2007) position.
 DM3590
 DM3590;                    North         East     Units Scale Factor Converg.
 DM3590;SPC MN S     -   327,513.606   706,099.842   MT  0.99996643   -0 50 07.5
 DM3590;SPC MN S     - 1,074,517.56  2,316,595.90   sFT  0.99996643   -0 50 07.5
 DM3590;UTM  15      - 4,989,888.077   327,372.426   MT  0.99996644   -1 33 05.0
 DM3590
 DM3590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3590!SPC MN S     -   0.99995180  x   0.99996643  =   0.99991823
 DM3590!UTM  15      -   0.99995180  x   0.99996644  =   0.99991824
 DM3590
 DM3590:                Primary Azimuth Mark                     Grid Az
 DM3590:SPC MN S     -  3405 J                                   230 29 29.1
 DM3590:UTM  15      -  3405 J                                   231 12 26.6
 DM3590
 DM3590|---------------------------------------------------------------------|
 DM3590| PID    Reference Object                     Distance      Geod. Az  |
 DM3590|                                                           dddmmss.s |
 DM3590| DM3585 3405 J                              APPROX. 0.9 KM 2293921.6 |
 DM3590|---------------------------------------------------------------------|
 DM3590
 DM3590                          SUPERSEDED SURVEY CONTROL
 DM3590
 DM3590.No superseded survey control is available for this station.
 DM3590
 DM3590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK2737289888(NAD 83)
 DM3590
 DM3590_MARKER: I = METAL ROD
 DM3590_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3590_STAMPING: 3405 R 2009
 DM3590_MARK LOGO: MNDT  
 DM3590_PROJECTION: FLUSH
 DM3590_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3590+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3590_ROD/PIPE-DEPTH:  7.6 meters
 DM3590
 DM3590  HISTORY     - Date     Condition        Report By
 DM3590  HISTORY     - 2009     MONUMENTED       MNDT
 DM3590  HISTORY     - 2009     GOOD             MNDT
 DM3590
 DM3590                          STATION DESCRIPTION
 DM3590
 DM3590'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3590'2.8 MILES NORTHEAST OF RAYMOND, 2.85 MILES NORTHEAST ALONG TRUNK
 DM3590'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 7 IN
 DM3590'RAYMOND, AT TRUNK HIGHWAY 23 MILEPOINT 136.1, 57.4 FEET NORTHWEST OF
 DM3590'TRUNK HIGHWAY 23, 40.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD
 DM3590'TRACKS, 1.3 FEET SOUTHEAST OF WITNESS POST.
 DM3590
 DM3590                          STATION RECOVERY (2009)
 DM3590
 DM3590'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3590'RECOVERED AS DESCRIBED.
 DM3590' 
 DM3590'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3590'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3590'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3590'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3591 ***********************************************************************
 DM3591  DESIGNATION -  3405 S
 DM3591  PID         -  DM3591
 DM3591  STATE/COUNTY-  MN/KANDIYOHI
 DM3591  COUNTRY     -  US
 DM3591  USGS QUAD   -  RAYMOND (1958)
 DM3591
 DM3591                         *CURRENT SURVEY CONTROL
 DM3591  ______________________________________________________________________
 DM3591* NAD 83(2007) POSITION- 45 03 41.52530(N) 095 09 15.25877(W)   ADJUSTED  
 DM3591* NAD 83(2007) ELLIP HT-   311.981 (meters)        (08/04/10)   ADJUSTED
 DM3591* NAD 83(2007) EPOCH   -  2002.00
 DM3591* NAVD 88 ORTHO HEIGHT -   338.68   (meters)    1111.2   (feet) LEVELING  
 DM3591  ______________________________________________________________________
 DM3591  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DM3591  NAD 83(2007) X  -   -405,432.643 (meters)                     COMP
 DM3591  NAD 83(2007) Y  - -4,494,724.743 (meters)                     COMP
 DM3591  NAD 83(2007) Z  -  4,492,402.208 (meters)                     COMP
 DM3591  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC09
 DM3591  HORZ ORDER      -  FIRST
 DM3591  VERT ORDER      -  THIRD
 DM3591  ELLP ORDER      -  THIRD     CLASS I
 DM3591
 DM3591.The horizontal coordinates were established by GPS observations
 DM3591.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3591
 DM3591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3591.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3591
 DM3591.The horizontal coordinates are valid at the epoch date displayed above
 DM3591.which is a decimal equivalence of Year/Month/Day.
 DM3591
 DM3591.The orthometric height was determined by differential leveling.
 DM3591.The vertical network tie was performed by a horz. field party for horz.
 DM3591.obs reductions. Reset procedures were used to establish the elevation.
 DM3591
 DM3591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3591
 DM3591.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3591
 DM3591.The ellipsoidal height was determined by GPS observations
 DM3591.and is referenced to NAD 83.
 DM3591
 DM3591. The following values were computed from the NAD 83(2007) position.
 DM3591
 DM3591;                    North         East     Units Scale Factor Converg.
 DM3591;SPC MN S     -   329,706.859   709,095.176   MT  0.99996980   -0 48 32.5
 DM3591;SPC MN S     - 1,081,713.25  2,326,423.09   sFT  0.99996980   -0 48 32.5
 DM3591;UTM  15      - 4,992,043.705   330,394.913   MT  0.99995372   -1 31 31.0
 DM3591
 DM3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3591!SPC MN S     -   0.99995109  x   0.99996980  =   0.99992089
 DM3591!UTM  15      -   0.99995109  x   0.99995372  =   0.99990481
 DM3591
 DM3591                          SUPERSEDED SURVEY CONTROL
 DM3591
 DM3591.No superseded survey control is available for this station.
 DM3591
 DM3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3039492043(NAD 83)
 DM3591
 DM3591_MARKER: I = METAL ROD
 DM3591_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3591_STAMPING: 3405 S 2009
 DM3591_MARK LOGO: MNDT  
 DM3591_PROJECTION: FLUSH
 DM3591_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3591+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3591_ROD/PIPE-DEPTH: 10.4 meters
 DM3591
 DM3591  HISTORY     - Date     Condition        Report By
 DM3591  HISTORY     - 2009     MONUMENTED       MNDT
 DM3591  HISTORY     - 2009     GOOD             MNDT
 DM3591
 DM3591                          STATION DESCRIPTION
 DM3591
 DM3591'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3591'0.73 MILE SOUTHWEST OF PRIAM, 0.55 MILE SOUTHWEST ALONG TRUNK HIGHWAY
 DM3591'23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 116 IN PRIAM, AT
 DM3591'TRUNK HIGHWAY 23 MILEPOINT 138.40, 66.8 FEET SOUTHEAST OF TRUNK
 DM3591'HIGHWAY 23, 14.8 FEET SOUTHWEST OF THE MOST WESTERLY OF POWER POLES,
 DM3591'1.1 FEET NORTHWEST OF WITNESS POST.
 DM3591
 DM3591                          STATION RECOVERY (2009)
 DM3591
 DM3591'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3591'RECOVERED AS DESCRIBED.
 DM3591' 
 DM3591'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3591'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3591'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3591'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3592 ***********************************************************************
 DM3592  DESIGNATION -  3405 T
 DM3592  PID         -  DM3592
 DM3592  STATE/COUNTY-  MN/KANDIYOHI
 DM3592  COUNTRY     -  US
 DM3592  USGS QUAD   -  RAYMOND (1958)
 DM3592
 DM3592                         *CURRENT SURVEY CONTROL
 DM3592  ______________________________________________________________________
 DM3592* NAD 83(2007) POSITION- 45 04 20.84083(N) 095 08 04.97232(W)   ADJUSTED  
 DM3592* NAD 83(2007) ELLIP HT-   312.385 (meters)        (08/04/10)   ADJUSTED
 DM3592* NAD 83(2007) EPOCH   -  2002.00
 DM3592* NAVD 88 ORTHO HEIGHT -   339.10   (meters)    1112.5   (feet) LEVELING  
 DM3592  ______________________________________________________________________
 DM3592  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DM3592  NAD 83(2007) X  -   -403,824.129 (meters)                     COMP
 DM3592  NAD 83(2007) Y  - -4,494,007.121 (meters)                     COMP
 DM3592  NAD 83(2007) Z  -  4,493,259.735 (meters)                     COMP
 DM3592  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC09
 DM3592  HORZ ORDER      -  FIRST
 DM3592  VERT ORDER      -  THIRD
 DM3592  ELLP ORDER      -  THIRD     CLASS I
 DM3592
 DM3592.The horizontal coordinates were established by GPS observations
 DM3592.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3592
 DM3592.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3592.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3592
 DM3592.The horizontal coordinates are valid at the epoch date displayed above
 DM3592.which is a decimal equivalence of Year/Month/Day.
 DM3592
 DM3592.The orthometric height was determined by differential leveling.
 DM3592.The vertical network tie was performed by a horz. field party for horz.
 DM3592.obs reductions. Reset procedures were used to establish the elevation.
 DM3592
 DM3592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3592
 DM3592.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3592
 DM3592.The ellipsoidal height was determined by GPS observations
 DM3592.and is referenced to NAD 83.
 DM3592
 DM3592. The following values were computed from the NAD 83(2007) position.
 DM3592
 DM3592;                    North         East     Units Scale Factor Converg.
 DM3592;SPC MN S     -   330,898.860   710,649.583   MT  0.99997169   -0 47 43.3
 DM3592;SPC MN S     - 1,085,624.01  2,331,522.84   sFT  0.99997169   -0 47 43.3
 DM3592;UTM  15      - 4,993,216.157   331,964.069   MT  0.99994720   -1 30 42.2
 DM3592
 DM3592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3592!SPC MN S     -   0.99995103  x   0.99997169  =   0.99992272
 DM3592!UTM  15      -   0.99995103  x   0.99994720  =   0.99989823
 DM3592
 DM3592                          SUPERSEDED SURVEY CONTROL
 DM3592
 DM3592.No superseded survey control is available for this station.
 DM3592
 DM3592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3196493216(NAD 83)
 DM3592
 DM3592_MARKER: I = METAL ROD
 DM3592_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3592_STAMPING: 3405 T 2009
 DM3592_MARK LOGO: MNDT  
 DM3592_PROJECTION: RECESSED 3 CENTIMETERS
 DM3592_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3592+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3592_ROD/PIPE-DEPTH:  9.1 meters
 DM3592
 DM3592  HISTORY     - Date     Condition        Report By
 DM3592  HISTORY     - 2009     MONUMENTED       MNDT
 DM3592  HISTORY     - 2009     GOOD             MNDT
 DM3592
 DM3592                          STATION DESCRIPTION
 DM3592
 DM3592'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3592'0.65 MILE NORTHEAST OF PRIAM, 0.65 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DM3592'23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 116 IN PRIAM, AT
 DM3592'TRUNK HIGHWAY 23 MILEPOINT 139.6, 79.2 FEET NORTHWEST OF TRUNK HIGHWAY
 DM3592'23, 92.6 FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACKS, 1.5 FEET
 DM3592'SOUTHEAST OF WITNESS POST.
 DM3592
 DM3592                          STATION RECOVERY (2009)
 DM3592
 DM3592'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3592'RECOVERED AS DESCRIBED.
 DM3592' 
 DM3592'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3592'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3592'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3592'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3593 ***********************************************************************
 DM3593  DESIGNATION -  3405 U
 DM3593  PID         -  DM3593
 DM3593  STATE/COUNTY-  MN/KANDIYOHI
 DM3593  COUNTRY     -  US
 DM3593  USGS QUAD   -  WILLMAR (1994)
 DM3593
 DM3593                         *CURRENT SURVEY CONTROL
 DM3593  ______________________________________________________________________
 DM3593* NAD 83(2007) POSITION- 45 05 14.11920(N) 095 06 33.88899(W)   ADJUSTED  
 DM3593* NAD 83(2007) ELLIP HT-   314.094 (meters)        (08/04/10)   ADJUSTED
 DM3593* NAD 83(2007) EPOCH   -  2002.00
 DM3593* NAVD 88 ORTHO HEIGHT -   340.81   (meters)    1118.1   (feet) LEVELING  
 DM3593  ______________________________________________________________________
 DM3593  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DM3593  NAD 83(2007) X  -   -401,735.990 (meters)                     COMP
 DM3593  NAD 83(2007) Y  - -4,493,026.163 (meters)                     COMP
 DM3593  NAD 83(2007) Z  -  4,494,422.375 (meters)                     COMP
 DM3593  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC09
 DM3593  HORZ ORDER      -  FIRST
 DM3593  VERT ORDER      -  THIRD
 DM3593  ELLP ORDER      -  THIRD     CLASS I
 DM3593
 DM3593.The horizontal coordinates were established by GPS observations
 DM3593.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3593
 DM3593.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3593.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3593
 DM3593.The horizontal coordinates are valid at the epoch date displayed above
 DM3593.which is a decimal equivalence of Year/Month/Day.
 DM3593
 DM3593.The orthometric height was determined by differential leveling.
 DM3593.The vertical network tie was performed by a horz. field party for horz.
 DM3593.obs reductions. Reset procedures were used to establish the elevation.
 DM3593
 DM3593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3593
 DM3593.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3593
 DM3593.The ellipsoidal height was determined by GPS observations
 DM3593.and is referenced to NAD 83.
 DM3593
 DM3593. The following values were computed from the NAD 83(2007) position.
 DM3593
 DM3593;                    North         East     Units Scale Factor Converg.
 DM3593;SPC MN S     -   332,516.040   712,664.042   MT  0.99997430   -0 46 39.4
 DM3593;SPC MN S     - 1,090,929.71  2,338,131.94   sFT  0.99997430   -0 46 39.4
 DM3593;UTM  15      - 4,994,807.973   333,998.531   MT  0.99993884   -1 29 39.1
 DM3593
 DM3593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3593!SPC MN S     -   0.99995076  x   0.99997430  =   0.99992506
 DM3593!UTM  15      -   0.99995076  x   0.99993884  =   0.99988960
 DM3593
 DM3593:                Primary Azimuth Mark                     Grid Az
 DM3593:SPC MN S     -  3405 F                                   047 15 16.5
 DM3593:UTM  15      -  3405 F                                   047 58 16.2
 DM3593
 DM3593|---------------------------------------------------------------------|
 DM3593| PID    Reference Object                     Distance      Geod. Az  |
 DM3593|                                                           dddmmss.s |
 DM3593| QP1616 3405 F                              APPROX. 0.6 KM 0462837.1 |
 DM3593|---------------------------------------------------------------------|
 DM3593
 DM3593                          SUPERSEDED SURVEY CONTROL
 DM3593
 DM3593.No superseded survey control is available for this station.
 DM3593
 DM3593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3399894807(NAD 83)
 DM3593
 DM3593_MARKER: I = METAL ROD
 DM3593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3593_STAMPING: 3405 U 2009
 DM3593_MARK LOGO: MNDT  
 DM3593_PROJECTION: FLUSH
 DM3593_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3593+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM3593_ROD/PIPE-DEPTH:  9.1 meters
 DM3593
 DM3593  HISTORY     - Date     Condition        Report By
 DM3593  HISTORY     - 2009     MONUMENTED       MNDT
 DM3593  HISTORY     - 2009     GOOD             MNDT
 DM3593
 DM3593                          STATION DESCRIPTION
 DM3593
 DM3593'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3593'4.0 MILES SOUTHWEST OF WILLMAR, 6.25 MILES SOUTHWEST ALONG TRUNK
 DM3593'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 15
 DM3593'AND COUNTY ROAD 5 IN SOUTHWEST PART OF WILLMAR, AT TRUNK HIGHWAY 23
 DM3593'MILEPOINT 141.20, 64.9 FEET NORTHWEST OF TRUNK HIGHWAY 23, 35.2 FEET
 DM3593'SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACKS, 1.4 FEET SOUTHEAST OF
 DM3593'WITNESS POST.
 DM3593
 DM3593                          STATION RECOVERY (2009)
 DM3593
 DM3593'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM3593'RECOVERED AS DESCRIBED.
 DM3593' 
 DM3593'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3593'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3593'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3593'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3594 ***********************************************************************
 DM3594  DESIGNATION -  3405 V
 DM3594  PID         -  DM3594
 DM3594  STATE/COUNTY-  MN/KANDIYOHI
 DM3594  COUNTRY     -  US
 DM3594  USGS QUAD   -  WILLMAR (1994)
 DM3594
 DM3594                         *CURRENT SURVEY CONTROL
 DM3594  ______________________________________________________________________
 DM3594* NAD 83(2007) POSITION- 45 05 18.59657(N) 095 05 52.16191(W)   ADJUSTED  
 DM3594* NAD 83(2007) ELLIP HT-   313.007 (meters)        (08/04/10)   ADJUSTED
 DM3594* NAD 83(2007) EPOCH   -  2002.00
 DM3594* NAVD 88 ORTHO HEIGHT -   339.73   (meters)    1114.6   (feet) LEVELING  
 DM3594  ______________________________________________________________________
 DM3594  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DM3594  NAD 83(2007) X  -   -400,818.283 (meters)                     COMP
 DM3594  NAD 83(2007) Y  - -4,493,009.075 (meters)                     COMP
 DM3594  NAD 83(2007) Z  -  4,494,519.195 (meters)                     COMP
 DM3594  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC09
 DM3594  HORZ ORDER      -  FIRST
 DM3594  VERT ORDER      -  THIRD
 DM3594  ELLP ORDER      -  THIRD     CLASS I
 DM3594
 DM3594.The horizontal coordinates were established by GPS observations
 DM3594.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3594
 DM3594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3594.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3594
 DM3594.The horizontal coordinates are valid at the epoch date displayed above
 DM3594.which is a decimal equivalence of Year/Month/Day.
 DM3594
 DM3594.The orthometric height was determined by differential leveling.
 DM3594.The vertical network tie was performed by a horz. field party for horz.
 DM3594.obs reductions. Reset procedures were used to establish the elevation.
 DM3594
 DM3594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3594
 DM3594.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3594
 DM3594.The ellipsoidal height was determined by GPS observations
 DM3594.and is referenced to NAD 83.
 DM3594
 DM3594. The following values were computed from the NAD 83(2007) position.
 DM3594
 DM3594;                    North         East     Units Scale Factor Converg.
 DM3594;SPC MN S     -   332,641.923   713,578.306   MT  0.99997452   -0 46 10.2
 DM3594;SPC MN S     - 1,091,342.71  2,341,131.49   sFT  0.99997452   -0 46 10.2
 DM3594;UTM  15      - 4,994,922.408   334,914.263   MT  0.99993511   -1 29 09.6
 DM3594
 DM3594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3594!SPC MN S     -   0.99995093  x   0.99997452  =   0.99992545
 DM3594!UTM  15      -   0.99995093  x   0.99993511  =   0.99988604
 DM3594
 DM3594:                Primary Azimuth Mark                     Grid Az
 DM3594:SPC MN S     -  3405 F                                   297 44 32.2
 DM3594:UTM  15      -  3405 F                                   298 27 31.6
 DM3594
 DM3594|---------------------------------------------------------------------|
 DM3594| PID    Reference Object                     Distance      Geod. Az  |
 DM3594|                                                           dddmmss.s |
 DM3594| QP1616 3405 F                              APPROX. 0.6 KM 2965822.0 |
 DM3594| QP1673 3405 F 1                            APPROX. 0.6 KM 3342933.7 |
 DM3594|---------------------------------------------------------------------|
 DM3594
 DM3594                          SUPERSEDED SURVEY CONTROL
 DM3594
 DM3594.No superseded survey control is available for this station.
 DM3594
 DM3594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3491494922(NAD 83)
 DM3594
 DM3594_MARKER: I = METAL ROD
 DM3594_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3594_STAMPING: 3405 V 2009
 DM3594_MARK LOGO: MNDT  
 DM3594_PROJECTION: FLUSH
 DM3594_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM3594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3594+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 DM3594_ROD/PIPE-DEPTH:  9.1 meters
 DM3594
 DM3594  HISTORY     - Date     Condition        Report By
 DM3594  HISTORY     - 2009     MONUMENTED       MNDT
 DM3594  HISTORY     - 20090610 GOOD             MNDT
 DM3594
 DM3594                          STATION DESCRIPTION
 DM3594
 DM3594'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM3594'3.6 MILES SOUTHWEST OF WILLMAR, 2.7 MILES WEST ALONG TRUNK HIGHWAY 23
 DM3594'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 71 IN SOUTH
 DM3594'PART OF WILLMAR, AT TRUNK HIGHWAY 23 MILEPOINT 141.80, 276.7 FEET
 DM3594'SOUTH OF TRUNK HIGHWAY 23, 3.5 FEET NORTH OF EAST-WEST FENCE LINE, 2.8
 DM3594'FEET NORTH OF WITNESS POST.
 DM3594
 DM3594                          STATION RECOVERY (2009)
 DM3594
 DM3594'RECOVERY NOTE BY MN DEPT OF TRANSP 2009
 DM3594'RECOVERED IN GOOD CONDITION.
 DM3594' 
 DM3594'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM3594'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM3594'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM3594'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7598 ***********************************************************************
 DK7598  DESIGNATION -  3406 A
 DK7598  PID         -  DK7598
 DK7598  STATE/COUNTY-  MN/KANDIYOHI
 DK7598  COUNTRY     -  US
 DK7598  USGS QUAD   -  SUNBURG (1967)
 DK7598
 DK7598                         *CURRENT SURVEY CONTROL
 DK7598  ______________________________________________________________________
 DK7598* NAD 83(1986) POSITION- 45 21 03.1    (N) 095 12 51.8    (W)   HD_HELD2  
 DK7598* NAVD 88 ORTHO HEIGHT -   388.280  (meters)    1273.88  (feet) ADJUSTED  
 DK7598  ______________________________________________________________________
 DK7598  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DK7598  DYNAMIC HEIGHT  -        388.255 (meters)     1273.80  (feet) COMP
 DK7598  MODELED GRAVITY -    980,541.2   (mgal)                       NAVD 88
 DK7598
 DK7598  VERT ORDER      -  SECOND    CLASS I
 DK7598
 DK7598.The horizontal coordinates were established by autonomous hand held GPS
 DK7598.observations and have an estimated accuracy of +/- 10 meters.
 DK7598.
 DK7598.The orthometric height was determined by differential leveling and
 DK7598.adjusted in April 2009.
 DK7598
 DK7598.The dynamic height is computed by dividing the NAVD 88
 DK7598.geopotential number by the normal gravity value computed on the
 DK7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7598.degrees latitude (g = 980.6199 gals.).
 DK7598
 DK7598.The modeled gravity was interpolated from observed gravity values.
 DK7598
 DK7598;                    North         East    Units  Estimated Accuracy
 DK7598;SPC MN S     -   361,926.      704,836.      MT  (+/- 10 meters HH2 GPS)
 DK7598
 DK7598                          SUPERSEDED SURVEY CONTROL
 DK7598
 DK7598.No superseded survey control is available for this station.
 DK7598
 DK7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2654124313(NAD 83)
 DK7598
 DK7598_MARKER: DD = SURVEY DISK
 DK7598_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7598_STAMPING: 3406 A 2006
 DK7598_MARK LOGO: MNDT  
 DK7598_PROJECTION: FLUSH
 DK7598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7598+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7598_ROD/PIPE-DEPTH:  7.6 meters
 DK7598
 DK7598  HISTORY     - Date     Condition        Report By
 DK7598  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7598
 DK7598                          STATION DESCRIPTION
 DK7598
 DK7598'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7598'THE MARK IS 1.2 MI (1.9 KM) EAST OF SUNBURG, 1.0 MI (1.6 KM) EAST
 DK7598'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DK7598'ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT 15.60, 114.7 FT
 DK7598'(35.0 M) SOUTH OF TRUNK HIGHWAY 9, 50.2 FT (15.3 M) WEST OF 125TH
 DK7598'STREET NORTHWEST, 35.8 FT (10.9 M) SOUTH-SOUTHEAST OF TELEPHONE
 DK7598'PEDESTAL NUMBER A4, 31.0 FT (9.4 M) SOUTHWEST OF POWER POLE NUMBER
 DK7598'1579, 2.7 FT (0.8 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7599 ***********************************************************************
 DK7599  DESIGNATION -  3406 B
 DK7599  PID         -  DK7599
 DK7599  STATE/COUNTY-  MN/KANDIYOHI
 DK7599  COUNTRY     -  US
 DK7599  USGS QUAD   -  SUNBURG (1967)
 DK7599
 DK7599                         *CURRENT SURVEY CONTROL
 DK7599  ______________________________________________________________________
 DK7599* NAD 83(1986) POSITION- 45 21 03.8    (N) 095 11 40.0    (W)   HD_HELD2  
 DK7599* NAVD 88 ORTHO HEIGHT -   379.984  (meters)    1246.66  (feet) ADJUSTED  
 DK7599  ______________________________________________________________________
 DK7599  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DK7599  DYNAMIC HEIGHT  -        379.960 (meters)     1246.59  (feet) COMP
 DK7599  MODELED GRAVITY -    980,540.2   (mgal)                       NAVD 88
 DK7599
 DK7599  VERT ORDER      -  SECOND    CLASS I
 DK7599
 DK7599.The horizontal coordinates were established by autonomous hand held GPS
 DK7599.observations and have an estimated accuracy of +/- 10 meters.
 DK7599.
 DK7599.The orthometric height was determined by differential leveling and
 DK7599.adjusted in April 2009.
 DK7599
 DK7599.The dynamic height is computed by dividing the NAVD 88
 DK7599.geopotential number by the normal gravity value computed on the
 DK7599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7599.degrees latitude (g = 980.6199 gals.).
 DK7599
 DK7599.The modeled gravity was interpolated from observed gravity values.
 DK7599
 DK7599;                    North         East    Units  Estimated Accuracy
 DK7599;SPC MN S     -   361,925.      706,399.      MT  (+/- 10 meters HH2 GPS)
 DK7599
 DK7599                          SUPERSEDED SURVEY CONTROL
 DK7599
 DK7599.No superseded survey control is available for this station.
 DK7599
 DK7599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2810424291(NAD 83)
 DK7599
 DK7599_MARKER: DD = SURVEY DISK
 DK7599_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7599_STAMPING: 3406 B 2006
 DK7599_MARK LOGO: MNDT  
 DK7599_PROJECTION: FLUSH
 DK7599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7599+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7599_ROD/PIPE-DEPTH:  7.6 meters
 DK7599
 DK7599  HISTORY     - Date     Condition        Report By
 DK7599  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7599
 DK7599                          STATION DESCRIPTION
 DK7599
 DK7599'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7599'THE MARK IS 2.1 MI (3.4 KM) EAST OF SUNBURG, 1.95 MI (3.1 KM) EAST
 DK7599'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DK7599'ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT 14.60, 214.50 FT
 DK7599'(65.4 M) WEST OF COUNTY ROAD 113, 83.6 FT (25.5 M) SOUTH OF TRUNK
 DK7599'HIGHWAY 9, 69.0 FT (21.0 M) WEST OF RIGHT-OF-WAY POST, 2.5 FT (0.8 M)
 DK7599'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7600 ***********************************************************************
 DK7600  DESIGNATION -  3406 C
 DK7600  PID         -  DK7600
 DK7600  STATE/COUNTY-  MN/KANDIYOHI
 DK7600  COUNTRY     -  US
 DK7600  USGS QUAD   -  SUNBURG (1967)
 DK7600
 DK7600                         *CURRENT SURVEY CONTROL
 DK7600  ______________________________________________________________________
 DK7600* NAD 83(1986) POSITION- 45 21 03.9    (N) 095 10 24.1    (W)   HD_HELD2  
 DK7600* NAVD 88 ORTHO HEIGHT -   389.359  (meters)    1277.42  (feet) ADJUSTED  
 DK7600  ______________________________________________________________________
 DK7600  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DK7600  DYNAMIC HEIGHT  -        389.334 (meters)     1277.34  (feet) COMP
 DK7600  MODELED GRAVITY -    980,539.3   (mgal)                       NAVD 88
 DK7600
 DK7600  VERT ORDER      -  SECOND    CLASS I
 DK7600
 DK7600.The horizontal coordinates were established by autonomous hand held GPS
 DK7600.observations and have an estimated accuracy of +/- 10 meters.
 DK7600.
 DK7600.The orthometric height was determined by differential leveling and
 DK7600.adjusted in April 2009.
 DK7600
 DK7600.The dynamic height is computed by dividing the NAVD 88
 DK7600.geopotential number by the normal gravity value computed on the
 DK7600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7600.degrees latitude (g = 980.6199 gals.).
 DK7600
 DK7600.The modeled gravity was interpolated from observed gravity values.
 DK7600
 DK7600;                    North         East    Units  Estimated Accuracy
 DK7600;SPC MN S     -   361,904.      708,051.      MT  (+/- 10 meters HH2 GPS)
 DK7600
 DK7600                          SUPERSEDED SURVEY CONTROL
 DK7600
 DK7600.No superseded survey control is available for this station.
 DK7600
 DK7600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2975524250(NAD 83)
 DK7600
 DK7600_MARKER: DD = SURVEY DISK
 DK7600_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7600_STAMPING: 3406 C 2006
 DK7600_MARK LOGO: MNDT  
 DK7600_PROJECTION: FLUSH
 DK7600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7600+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7600_ROD/PIPE-DEPTH:  9.1 meters
 DK7600
 DK7600  HISTORY     - Date     Condition        Report By
 DK7600  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7600
 DK7600                          STATION DESCRIPTION
 DK7600
 DK7600'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7600'THE MARK IS 3.1 MI (5.0 KM) EAST OF SUNBURG, 3.0 MI (4.8 KM) EAST
 DK7600'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DK7600'ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT 13.6, 71.6 FT (21.8
 DK7600'M) WEST OF 95TH STREET NORTHWEST, 62.3 FT (19.0 M) NORTHEAST OF CABLE
 DK7600'PEDESTAL NUMBER 11, 59.5 FT (18.1 M) NORTHEAST OF RIGHT-OF-WAY POST,
 DK7600'57.1 FT (17.4 M) SOUTH OF TRUNK HIGHWAY 9, 29.2 FT (8.9 M) NORTHWEST
 DK7600'OF FIBER CABLE POST, 1.6 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7601 ***********************************************************************
 DK7601  DESIGNATION -  3406 D
 DK7601  PID         -  DK7601
 DK7601  STATE/COUNTY-  MN/KANDIYOHI
 DK7601  COUNTRY     -  US
 DK7601  USGS QUAD   -  SUNBURG (1967)
 DK7601
 DK7601                         *CURRENT SURVEY CONTROL
 DK7601  ______________________________________________________________________
 DK7601* NAD 83(1986) POSITION- 45 21 05.3    (N) 095 09 09.4    (W)   HD_HELD2  
 DK7601* NAVD 88 ORTHO HEIGHT -   375.893  (meters)    1233.24  (feet) ADJUSTED  
 DK7601  ______________________________________________________________________
 DK7601  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DK7601  DYNAMIC HEIGHT  -        375.868 (meters)     1233.16  (feet) COMP
 DK7601  MODELED GRAVITY -    980,538.7   (mgal)                       NAVD 88
 DK7601
 DK7601  VERT ORDER      -  SECOND    CLASS I
 DK7601
 DK7601.The horizontal coordinates were established by autonomous hand held GPS
 DK7601.observations and have an estimated accuracy of +/- 10 meters.
 DK7601.
 DK7601.The orthometric height was determined by differential leveling and
 DK7601.adjusted in April 2009.
 DK7601
 DK7601.The dynamic height is computed by dividing the NAVD 88
 DK7601.geopotential number by the normal gravity value computed on the
 DK7601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7601.degrees latitude (g = 980.6199 gals.).
 DK7601
 DK7601.The modeled gravity was interpolated from observed gravity values.
 DK7601
 DK7601;                    North         East    Units  Estimated Accuracy
 DK7601;SPC MN S     -   361,924.      709,678.      MT  (+/- 10 meters HH2 GPS)
 DK7601
 DK7601                          SUPERSEDED SURVEY CONTROL
 DK7601
 DK7601.No superseded survey control is available for this station.
 DK7601
 DK7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3138224249(NAD 83)
 DK7601
 DK7601_MARKER: DD = SURVEY DISK
 DK7601_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7601_STAMPING: 3406 D 2006
 DK7601_MARK LOGO: MNDT  
 DK7601_PROJECTION: FLUSH
 DK7601_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7601+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7601_ROD/PIPE-DEPTH: 12.2 meters
 DK7601
 DK7601  HISTORY     - Date     Condition        Report By
 DK7601  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7601
 DK7601                          STATION DESCRIPTION
 DK7601
 DK7601'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7601'THE MARK IS 4.1 MI (6.6 KM) EAST OF SUNBURG, 4.0 MI (6.4 KM) EAST
 DK7601'ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND COUNTY
 DK7601'ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT 12.55, 78.5 FT (23.9
 DK7601'M) NORTH OF TRUNK HIGHWAY 9, 48.5 FT (14.8 M) EAST OF 80TH STREET, 1.5
 DK7601'FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7602 ***********************************************************************
 DK7602  DESIGNATION -  3406 D 1
 DK7602  PID         -  DK7602
 DK7602  STATE/COUNTY-  MN/KANDIYOHI
 DK7602  COUNTRY     -  US
 DK7602  USGS QUAD   -  SUNBURG (1967)
 DK7602
 DK7602                         *CURRENT SURVEY CONTROL
 DK7602  ______________________________________________________________________
 DK7602* NAD 83(1986) POSITION- 45 20 25.2    (N) 095 09 09.8    (W)   HD_HELD2  
 DK7602* NAVD 88 ORTHO HEIGHT -   368.592  (meters)    1209.29  (feet) ADJUSTED  
 DK7602  ______________________________________________________________________
 DK7602  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DK7602  DYNAMIC HEIGHT  -        368.567 (meters)     1209.21  (feet) COMP
 DK7602  MODELED GRAVITY -    980,537.2   (mgal)                       NAVD 88
 DK7602
 DK7602  VERT ORDER      -  SECOND    CLASS I
 DK7602
 DK7602.The horizontal coordinates were established by autonomous hand held GPS
 DK7602.observations and have an estimated accuracy of +/- 10 meters.
 DK7602.
 DK7602.The orthometric height was determined by differential leveling and
 DK7602.adjusted in April 2009.
 DK7602
 DK7602.No vertical observational check was made to the station.
 DK7602
 DK7602.The dynamic height is computed by dividing the NAVD 88
 DK7602.geopotential number by the normal gravity value computed on the
 DK7602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7602.degrees latitude (g = 980.6199 gals.).
 DK7602
 DK7602.The modeled gravity was interpolated from observed gravity values.
 DK7602
 DK7602;                    North         East    Units  Estimated Accuracy
 DK7602;SPC MN S     -   360,686.      709,652.      MT  (+/- 10 meters HH2 GPS)
 DK7602
 DK7602                          SUPERSEDED SURVEY CONTROL
 DK7602
 DK7602.No superseded survey control is available for this station.
 DK7602
 DK7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3134023012(NAD 83)
 DK7602
 DK7602_MARKER: DD = SURVEY DISK
 DK7602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7602_STAMPING: 3406 D 1 2006
 DK7602_MARK LOGO: MNDT  
 DK7602_PROJECTION: FLUSH
 DK7602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7602+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7602_ROD/PIPE-DEPTH:  9.1 meters
 DK7602
 DK7602  HISTORY     - Date     Condition        Report By
 DK7602  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7602
 DK7602                          STATION DESCRIPTION
 DK7602
 DK7602'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7602'THE MARK IS 4.2 MI (6.8 KM) EAST-SOUTHEAST OF SUNBURG, 4.0 MI (6.4 KM)
 DK7602'EAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND
 DK7602'COUNTY ROAD 36 IN SUNBURG TO TRUNK HIGHWAY 9 MILE POINT 12.55, THENCE
 DK7602'0.75 MI (1.2 KM) SOUTH ON COUNTY ROAD 1, 43.9 FT (13.4 M) NORTH OF
 DK7602'225TH AVENUE NORTHWEST, 41.5 FT (12.6 M) WEST OF COUNTY ROAD 1, 12.5
 DK7602'FT (3.8 M) EAST-NORTHEAST OF RIGHT-OF-WAY POST, 12.2 FT (3.7 M)
 DK7602'EAST-NORTHEAST OF CABLE PEDESTAL, 1.4 FT (0.4 M) NORTH OF A WITNESS
 DK7602'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7603 ***********************************************************************
 DK7603  DESIGNATION -  3406 E
 DK7603  PID         -  DK7603
 DK7603  STATE/COUNTY-  MN/KANDIYOHI
 DK7603  COUNTRY     -  US
 DK7603  USGS QUAD   -  MOUNT TOM (1977)
 DK7603
 DK7603                         *CURRENT SURVEY CONTROL
 DK7603  ______________________________________________________________________
 DK7603* NAD 83(1986) POSITION- 45 20 36.7    (N) 095 07 20.0    (W)   HD_HELD2  
 DK7603* NAVD 88 ORTHO HEIGHT -   377.452  (meters)    1238.36  (feet) ADJUSTED  
 DK7603  ______________________________________________________________________
 DK7603  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DK7603  DYNAMIC HEIGHT  -        377.426 (meters)     1238.27  (feet) COMP
 DK7603  MODELED GRAVITY -    980,537.0   (mgal)                       NAVD 88
 DK7603
 DK7603  VERT ORDER      -  SECOND    CLASS I
 DK7603
 DK7603.The horizontal coordinates were established by autonomous hand held GPS
 DK7603.observations and have an estimated accuracy of +/- 10 meters.
 DK7603.
 DK7603.The orthometric height was determined by differential leveling and
 DK7603.adjusted in April 2009.
 DK7603
 DK7603.The dynamic height is computed by dividing the NAVD 88
 DK7603.geopotential number by the normal gravity value computed on the
 DK7603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7603.degrees latitude (g = 980.6199 gals.).
 DK7603
 DK7603.The modeled gravity was interpolated from observed gravity values.
 DK7603
 DK7603;                    North         East    Units  Estimated Accuracy
 DK7603;SPC MN S     -   361,008.      712,047.      MT  (+/- 10 meters HH2 GPS)
 DK7603
 DK7603                          SUPERSEDED SURVEY CONTROL
 DK7603
 DK7603.No superseded survey control is available for this station.
 DK7603
 DK7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3373923303(NAD 83)
 DK7603
 DK7603_MARKER: DD = SURVEY DISK
 DK7603_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7603_STAMPING: 3406 E 2006
 DK7603_MARK LOGO: MNDT  
 DK7603_PROJECTION: RECESSED 3 CENTIMETERS
 DK7603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7603+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7603_ROD/PIPE-DEPTH:  9.1 meters
 DK7603
 DK7603  HISTORY     - Date     Condition        Report By
 DK7603  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7603
 DK7603                          STATION DESCRIPTION
 DK7603
 DK7603'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7603'THE MARK IS 5.6 MI (9.0 KM) EAST OF SUNBURG, 5.6 MI (9.0 KM)
 DK7603'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7603'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT
 DK7603'11.0, 85.0 FT (25.9 M) NORTH-NORTHEAST OF MILEPOST 11.0, 54.8 FT (16.7
 DK7603'M) NORTH-NORTHEAST OF TRUNK HIGHWAY 9, 2.6 FT (0.8 M) WEST OF A
 DK7603'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7604 ***********************************************************************
 DK7604  DESIGNATION -  3406 F
 DK7604  PID         -  DK7604
 DK7604  STATE/COUNTY-  MN/KANDIYOHI
 DK7604  COUNTRY     -  US
 DK7604  USGS QUAD   -  MOUNT TOM (1977)
 DK7604
 DK7604                         *CURRENT SURVEY CONTROL
 DK7604  ______________________________________________________________________
 DK7604* NAD 83(1986) POSITION- 45 20 25.4    (N) 095 06 08.8    (W)   HD_HELD2  
 DK7604* NAVD 88 ORTHO HEIGHT -   382.331  (meters)    1254.36  (feet) ADJUSTED  
 DK7604  ______________________________________________________________________
 DK7604  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DK7604  DYNAMIC HEIGHT  -        382.305 (meters)     1254.28  (feet) COMP
 DK7604  MODELED GRAVITY -    980,536.3   (mgal)                       NAVD 88
 DK7604
 DK7604  VERT ORDER      -  SECOND    CLASS I
 DK7604
 DK7604.The horizontal coordinates were established by autonomous hand held GPS
 DK7604.observations and have an estimated accuracy of +/- 10 meters.
 DK7604.
 DK7604.The orthometric height was determined by differential leveling and
 DK7604.adjusted in April 2009.
 DK7604
 DK7604.The dynamic height is computed by dividing the NAVD 88
 DK7604.geopotential number by the normal gravity value computed on the
 DK7604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7604.degrees latitude (g = 980.6199 gals.).
 DK7604
 DK7604.The modeled gravity was interpolated from observed gravity values.
 DK7604
 DK7604;                    North         East    Units  Estimated Accuracy
 DK7604;SPC MN S     -   360,638.      713,592.      MT  (+/- 10 meters HH2 GPS)
 DK7604
 DK7604                          SUPERSEDED SURVEY CONTROL
 DK7604
 DK7604.No superseded survey control is available for this station.
 DK7604
 DK7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3527922914(NAD 83)
 DK7604
 DK7604_MARKER: DD = SURVEY DISK
 DK7604_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7604_STAMPING: 3406 F 2006
 DK7604_MARK LOGO: MNDT  
 DK7604_PROJECTION: RECESSED 3 CENTIMETERS
 DK7604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7604+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7604_ROD/PIPE-DEPTH:  9.1 meters
 DK7604
 DK7604  HISTORY     - Date     Condition        Report By
 DK7604  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7604
 DK7604                          STATION DESCRIPTION
 DK7604
 DK7604'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7604'THE MARK IS 6.6 MI (10.6 KM) EAST OF SUNBURG, 6.6 MI (10.6 KM)
 DK7604'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7604'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT
 DK7604'10.0, 64.6 FT (19.7 M) SOUTHEAST OF POWER POLE NUMBER IC60, 43.8 FT
 DK7604'(13.4 M) NORTH OF TRUNK HIGHWAY 9, 33.7 FT (10.3 M) NORTHEAST OF
 DK7604'MILEPOST 10.0, 16.1 FT (4.9 M) WEST OF ENTRANCE, 2.0 FT (0.6 M) NORTH
 DK7604'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7605 ***********************************************************************
 DK7605  DESIGNATION -  3406 G
 DK7605  PID         -  DK7605
 DK7605  STATE/COUNTY-  MN/KANDIYOHI
 DK7605  COUNTRY     -  US
 DK7605  USGS QUAD   -  MOUNT TOM (1977)
 DK7605
 DK7605                         *CURRENT SURVEY CONTROL
 DK7605  ______________________________________________________________________
 DK7605* NAD 83(1986) POSITION- 45 20 22.6    (N) 095 04 54.4    (W)   HD_HELD2  
 DK7605* NAVD 88 ORTHO HEIGHT -   380.618  (meters)    1248.74  (feet) ADJUSTED  
 DK7605  ______________________________________________________________________
 DK7605  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DK7605  DYNAMIC HEIGHT  -        380.591 (meters)     1248.66  (feet) COMP
 DK7605  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 DK7605
 DK7605  VERT ORDER      -  SECOND    CLASS I
 DK7605
 DK7605.The horizontal coordinates were established by autonomous hand held GPS
 DK7605.observations and have an estimated accuracy of +/- 10 meters.
 DK7605.
 DK7605.The orthometric height was determined by differential leveling and
 DK7605.adjusted in April 2009.
 DK7605
 DK7605.The dynamic height is computed by dividing the NAVD 88
 DK7605.geopotential number by the normal gravity value computed on the
 DK7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7605.degrees latitude (g = 980.6199 gals.).
 DK7605
 DK7605.The modeled gravity was interpolated from observed gravity values.
 DK7605
 DK7605;                    North         East    Units  Estimated Accuracy
 DK7605;SPC MN S     -   360,530.      715,211.      MT  (+/- 10 meters HH2 GPS)
 DK7605
 DK7605                          SUPERSEDED SURVEY CONTROL
 DK7605
 DK7605.No superseded survey control is available for this station.
 DK7605
 DK7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3689622786(NAD 83)
 DK7605
 DK7605_MARKER: DD = SURVEY DISK
 DK7605_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7605_STAMPING: 3406 G 2006
 DK7605_MARK LOGO: MNDT  
 DK7605_PROJECTION: FLUSH
 DK7605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7605+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7605_ROD/PIPE-DEPTH:  5.5 meters
 DK7605
 DK7605  HISTORY     - Date     Condition        Report By
 DK7605  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7605
 DK7605                          STATION DESCRIPTION
 DK7605
 DK7605'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7605'THE MARK IS 7.6 MI (12.2 KM) EAST-SOUTHEAST OF SUNBURG, 7.6 MI (12.2
 DK7605'KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7605'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT
 DK7605'8.97, 50.8 FT (15.5 M) NORTHEAST OF TRUNK HIGHWAY 9, 39.7 FT (12.1 M)
 DK7605'SOUTHWEST OF THE SOUTHWEST CORNER OF CABLE PEDESTAL, 31.2 FT (9.5 M)
 DK7605'WEST-NORTHWEST OF DRIVEWAY ENTRANCE NUMBER 2820, 2.6 FT (0.8 M)
 DK7605'SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7606 ***********************************************************************
 DK7606  DESIGNATION -  3406 H
 DK7606  PID         -  DK7606
 DK7606  STATE/COUNTY-  MN/KANDIYOHI
 DK7606  COUNTRY     -  US
 DK7606  USGS QUAD   -  MOUNT TOM (1977)
 DK7606
 DK7606                         *CURRENT SURVEY CONTROL
 DK7606  ______________________________________________________________________
 DK7606* NAD 83(1986) POSITION- 45 19 59.1    (N) 095 03 55.2    (W)   HD_HELD2  
 DK7606* NAVD 88 ORTHO HEIGHT -   373.298  (meters)    1224.73  (feet) ADJUSTED  
 DK7606  ______________________________________________________________________
 DK7606  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DK7606  DYNAMIC HEIGHT  -        373.272 (meters)     1224.64  (feet) COMP
 DK7606  MODELED GRAVITY -    980,535.0   (mgal)                       NAVD 88
 DK7606
 DK7606  VERT ORDER      -  SECOND    CLASS I
 DK7606
 DK7606.The horizontal coordinates were established by autonomous hand held GPS
 DK7606.observations and have an estimated accuracy of +/- 10 meters.
 DK7606.
 DK7606.The orthometric height was determined by differential leveling and
 DK7606.adjusted in April 2009.
 DK7606
 DK7606.The dynamic height is computed by dividing the NAVD 88
 DK7606.geopotential number by the normal gravity value computed on the
 DK7606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7606.degrees latitude (g = 980.6199 gals.).
 DK7606
 DK7606.The modeled gravity was interpolated from observed gravity values.
 DK7606
 DK7606;                    North         East    Units  Estimated Accuracy
 DK7606;SPC MN S     -   359,788.      716,490.      MT  (+/- 10 meters HH2 GPS)
 DK7606
 DK7606                          SUPERSEDED SURVEY CONTROL
 DK7606
 DK7606.No superseded survey control is available for this station.
 DK7606
 DK7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3816622027(NAD 83)
 DK7606
 DK7606_MARKER: DD = SURVEY DISK
 DK7606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7606_STAMPING: 3406 H 2006
 DK7606_MARK LOGO: MNDT  
 DK7606_PROJECTION: FLUSH
 DK7606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7606+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7606_ROD/PIPE-DEPTH: 13.7 meters
 DK7606
 DK7606  HISTORY     - Date     Condition        Report By
 DK7606  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7606
 DK7606                          STATION DESCRIPTION
 DK7606
 DK7606'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7606'THE MARK IS 8.6 MI (13.8 KM) EAST-SOUTHEAST OF SUNBURG, 8.6 MI (13.8
 DK7606'KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7606'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT
 DK7606'7.97, 108.9 FT (33.2 M) EAST-SOUTHEAST OF MILE POINT 108, 54.7 FT
 DK7606'(16.7 M) NORTH OF TRUNK HIGHWAY 9, 29.6 FT (9.0 M) EAST OF A FIELD
 DK7606'ENTRANCE, 1.9 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7607 ***********************************************************************
 DK7607  DESIGNATION -  3406 J
 DK7607  PID         -  DK7607
 DK7607  STATE/COUNTY-  MN/KANDIYOHI
 DK7607  COUNTRY     -  US
 DK7607  USGS QUAD   -  MOUNT TOM (1977)
 DK7607
 DK7607                         *CURRENT SURVEY CONTROL
 DK7607  ______________________________________________________________________
 DK7607* NAD 83(1986) POSITION- 45 19 56.0    (N) 095 02 42.7    (W)   HD_HELD2  
 DK7607* NAVD 88 ORTHO HEIGHT -   384.587  (meters)    1261.77  (feet) ADJUSTED  
 DK7607  ______________________________________________________________________
 DK7607  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DK7607  DYNAMIC HEIGHT  -        384.560 (meters)     1261.68  (feet) COMP
 DK7607  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 DK7607
 DK7607  VERT ORDER      -  SECOND    CLASS I
 DK7607
 DK7607.The horizontal coordinates were established by autonomous hand held GPS
 DK7607.observations and have an estimated accuracy of +/- 10 meters.
 DK7607.
 DK7607.The orthometric height was determined by differential leveling and
 DK7607.adjusted in April 2009.
 DK7607
 DK7607.The dynamic height is computed by dividing the NAVD 88
 DK7607.geopotential number by the normal gravity value computed on the
 DK7607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7607.degrees latitude (g = 980.6199 gals.).
 DK7607
 DK7607.The modeled gravity was interpolated from observed gravity values.
 DK7607
 DK7607;                    North         East    Units  Estimated Accuracy
 DK7607;SPC MN S     -   359,672.      718,067.      MT  (+/- 10 meters HH2 GPS)
 DK7607
 DK7607                          SUPERSEDED SURVEY CONTROL
 DK7607
 DK7607.No superseded survey control is available for this station.
 DK7607
 DK7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL3974121891(NAD 83)
 DK7607
 DK7607_MARKER: DD = SURVEY DISK
 DK7607_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7607_STAMPING: 3406 J 2006
 DK7607_MARK LOGO: MNDT  
 DK7607_PROJECTION: RECESSED 3 CENTIMETERS
 DK7607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7607+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7607_ROD/PIPE-DEPTH: 12.2 meters
 DK7607
 DK7607  HISTORY     - Date     Condition        Report By
 DK7607  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7607
 DK7607                          STATION DESCRIPTION
 DK7607
 DK7607'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7607'THE MARK IS 9.6 MI (15.4 KM) EAST-SOUTHEAST OF SUNBURG, 9.6 MI (15.4
 DK7607'KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7607'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT
 DK7607'7.0, 85.8 FT (26.2 M) WEST-SOUTHWEST OF DRIVEWAY ENTRANCE, 70.8 FT
 DK7607'(21.6 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 9, 41.1 FT (12.5 M)
 DK7607'NORTH-NORTHEAST OF MILE POINT 7.0 SIGN, 3.0 FT (0.9 M) SOUTH-SOUTHWEST
 DK7607'OF WOVEN WIRE FENCE, 2.4 FT (0.7 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7608 ***********************************************************************
 DK7608  DESIGNATION -  3406 K
 DK7608  PID         -  DK7608
 DK7608  STATE/COUNTY-  MN/KANDIYOHI
 DK7608  COUNTRY     -  US
 DK7608  USGS QUAD   -  MOUNT TOM (1977)
 DK7608
 DK7608                         *CURRENT SURVEY CONTROL
 DK7608  ______________________________________________________________________
 DK7608* NAD 83(1986) POSITION- 45 19 43.9    (N) 095 01 33.4    (W)   HD_HELD2  
 DK7608* NAVD 88 ORTHO HEIGHT -   384.192  (meters)    1260.47  (feet) ADJUSTED  
 DK7608  ______________________________________________________________________
 DK7608  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DK7608  DYNAMIC HEIGHT  -        384.165 (meters)     1260.38  (feet) COMP
 DK7608  MODELED GRAVITY -    980,533.6   (mgal)                       NAVD 88
 DK7608
 DK7608  VERT ORDER      -  SECOND    CLASS I
 DK7608
 DK7608.The horizontal coordinates were established by autonomous hand held GPS
 DK7608.observations and have an estimated accuracy of +/- 10 meters.
 DK7608.
 DK7608.The orthometric height was determined by differential leveling and
 DK7608.adjusted in April 2009.
 DK7608
 DK7608.Photographs are available for this station.
 DK7608
 DK7608.The dynamic height is computed by dividing the NAVD 88
 DK7608.geopotential number by the normal gravity value computed on the
 DK7608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7608.degrees latitude (g = 980.6199 gals.).
 DK7608
 DK7608.The modeled gravity was interpolated from observed gravity values.
 DK7608
 DK7608;                    North         East    Units  Estimated Accuracy
 DK7608;SPC MN S     -   359,279.      719,572.      MT  (+/- 10 meters HH2 GPS)
 DK7608
 DK7608                          SUPERSEDED SURVEY CONTROL
 DK7608
 DK7608.No superseded survey control is available for this station.
 DK7608
 DK7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4124021480(NAD 83)
 DK7608
 DK7608_MARKER: DD = SURVEY DISK
 DK7608_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7608_STAMPING: 3406 K 2006
 DK7608_MARK LOGO: MNDT  
 DK7608_PROJECTION: FLUSH
 DK7608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7608+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DK7608_ROD/PIPE-DEPTH: 22.9 meters
 DK7608
 DK7608  HISTORY     - Date     Condition        Report By
 DK7608  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7608  HISTORY     - 20080729 GOOD             MNDT
 DK7608
 DK7608                          STATION DESCRIPTION
 DK7608
 DK7608'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7608'THE MARK IS 10.6 MI (17.1 KM) EAST-SOUTHEAST OF SUNBURG, 10.57
 DK7608'EAST-SOUTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7608'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG, AT TRUNK HIGHWAY 9 MILE POINT
 DK7608'6.03, 61.8 FT (18.8 M) EAST OF DRIVEWAY ENTRANCE NUMBER 1234, 55.0 FT
 DK7608'(16.8 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 9, 1.2 FT (0.4 M) SOUTH OF A
 DK7608'WITNESS POST.
 DK7608
 DK7608                          STATION RECOVERY (2008)
 DK7608
 DK7608'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK7608'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7609 ***********************************************************************
 DK7609  DESIGNATION -  3407 A
 DK7609  PID         -  DK7609
 DK7609  STATE/COUNTY-  MN/KANDIYOHI
 DK7609  COUNTRY     -  US
 DK7609  USGS QUAD   -  NEW LONDON (1967)
 DK7609
 DK7609                         *CURRENT SURVEY CONTROL
 DK7609  ______________________________________________________________________
 DK7609* NAD 83(1986) POSITION- 45 17 34.2    (N) 094 56 30.8    (W)   HD_HELD2  
 DK7609* NAVD 88 ORTHO HEIGHT -   377.140  (meters)    1237.33  (feet) ADJUSTED  
 DK7609  ______________________________________________________________________
 DK7609  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DK7609  DYNAMIC HEIGHT  -        377.110 (meters)     1237.24  (feet) COMP
 DK7609  MODELED GRAVITY -    980,525.8   (mgal)                       NAVD 88
 DK7609
 DK7609  VERT ORDER      -  SECOND    CLASS I
 DK7609
 DK7609.The horizontal coordinates were established by autonomous hand held GPS
 DK7609.observations and have an estimated accuracy of +/- 10 meters.
 DK7609.
 DK7609.The orthometric height was determined by differential leveling and
 DK7609.adjusted in April 2009.
 DK7609
 DK7609.The dynamic height is computed by dividing the NAVD 88
 DK7609.geopotential number by the normal gravity value computed on the
 DK7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7609.degrees latitude (g = 980.6199 gals.).
 DK7609
 DK7609.The modeled gravity was interpolated from observed gravity values.
 DK7609
 DK7609;                    North         East    Units  Estimated Accuracy
 DK7609;SPC MN S     -   355,196.      726,115.      MT  (+/- 10 meters HH2 GPS)
 DK7609
 DK7609                          SUPERSEDED SURVEY CONTROL
 DK7609
 DK7609.No superseded survey control is available for this station.
 DK7609
 DK7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4773117315(NAD 83)
 DK7609
 DK7609_MARKER: DV = VERTICAL CONTROL DISK
 DK7609_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7609_SP_SET: BOX CULVERT
 DK7609_STAMPING: 3407 A 1995
 DK7609_MARK LOGO: MNDT  
 DK7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7609+STABILITY: SURFACE MOTION
 DK7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7609+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 DK7609
 DK7609  HISTORY     - Date     Condition        Report By
 DK7609  HISTORY     - 1994     MONUMENTED       MNDT
 DK7609  HISTORY     - 20011010 GOOD             MNDT
 DK7609  HISTORY     - 20051219 GOOD             MNDT
 DK7609  HISTORY     - 20080618 GOOD             MNDT
 DK7609
 DK7609                          STATION DESCRIPTION
 DK7609
 DK7609'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DK7609'THE MARK IS 3.85 MI (6.2 KM) SOUTHWEST ON TRUNK HIGHWAY 23 FROM THE
 DK7609'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 10 (AGNES ST) AT SPICER,
 DK7609'AT TRUNK HIGHWAY 23 MILEPOST 152.9, 0.4 MI (0.6 KM) WEST OF THE
 DK7609'JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 9,
 DK7609' 
 DK7609'74.1 FT (22.6 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 128.3 FT (39.1
 DK7609'M) WEST-SOUTHWEST OF EXTENDED ENTRANCE TO GRAVEL PIT, 37.1 FT (11.3 M)
 DK7609'WEST-SOUTHWEST OF 8 INCH (20 CM) PINE TREE, 1 FT (0.3 M) NORTHWEST OF
 DK7609'A FENCE AND WITNESS POST, PROJECTS 1 INCH (3 CM) A RAILROAD SPIKE SET
 DK7609'ADJACENT TO MARK MAKES IT MAGNETIC.
 DK7609
 DK7609                          STATION RECOVERY (2005)
 DK7609
 DK7609'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DAS)
 DK7609'THE MARK IS IN NEW LONDON, 0.16 MI (0.3 KM) WEST-NORTHWEST ALONG TRUNK
 DK7609'HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 23,
 DK7609'AT TRUNK HIGHWAY 9 MILE POINT 0.16, IN SOUTHEAST HEADWALL OF TRUNK
 DK7609'HIGHWAY 9 BOX CULVERT OVER DEPARTMENT OF NATURAL RESOURCES TRAIL
 DK7609'(FORMER RAILROAD ROUTE), 56 FT (17.1 M) SOUTH OF TRUNK HIGHWAY 9
 DK7609'STATION 8+26.
 DK7609
 DK7609                          STATION RECOVERY (2008)
 DK7609
 DK7609'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DK7609'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7610 ***********************************************************************
 DK7610  DESIGNATION -  3407 B
 DK7610  PID         -  DK7610
 DK7610  STATE/COUNTY-  MN/KANDIYOHI
 DK7610  COUNTRY     -  US
 DK7610  USGS QUAD   -  NEW LONDON (1967)
 DK7610
 DK7610                         *CURRENT SURVEY CONTROL
 DK7610  ______________________________________________________________________
 DK7610* NAD 83(1986) POSITION- 45 17 55.1    (N) 094 56 40.2    (W)   HD_HELD2  
 DK7610* NAVD 88 ORTHO HEIGHT -   369.661  (meters)    1212.80  (feet) ADJUSTED  
 DK7610  ______________________________________________________________________
 DK7610  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DK7610  DYNAMIC HEIGHT  -        369.632 (meters)     1212.70  (feet) COMP
 DK7610  MODELED GRAVITY -    980,526.5   (mgal)                       NAVD 88
 DK7610
 DK7610  VERT ORDER      -  SECOND    CLASS I
 DK7610
 DK7610.The horizontal coordinates were established by autonomous hand held GPS
 DK7610.observations and have an estimated accuracy of +/- 10 meters.
 DK7610.
 DK7610.The orthometric height was determined by differential leveling and
 DK7610.adjusted in April 2009.
 DK7610
 DK7610.The dynamic height is computed by dividing the NAVD 88
 DK7610.geopotential number by the normal gravity value computed on the
 DK7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7610.degrees latitude (g = 980.6199 gals.).
 DK7610
 DK7610.The modeled gravity was interpolated from observed gravity values.
 DK7610
 DK7610;                    North         East    Units  Estimated Accuracy
 DK7610;SPC MN S     -   355,843.      725,917.      MT  (+/- 10 meters HH2 GPS)
 DK7610
 DK7610                          SUPERSEDED SURVEY CONTROL
 DK7610
 DK7610.No superseded survey control is available for this station.
 DK7610
 DK7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4754217965(NAD 83)
 DK7610
 DK7610_MARKER: DV = VERTICAL CONTROL DISK
 DK7610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7610_SP_SET: BRIDGE ABUTMENT
 DK7610_STAMPING: 3407 B 1995
 DK7610_MARK LOGO: MNDT  
 DK7610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7610+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 DK7610
 DK7610  HISTORY     - Date     Condition        Report By
 DK7610  HISTORY     - 1995     MONUMENTED       MNDT
 DK7610  HISTORY     - 20051219 GOOD             MNDT
 DK7610
 DK7610                          STATION DESCRIPTION
 DK7610
 DK7610'DESCRIBED BY MN DEPT OF TRANSP 2005 (DAS)
 DK7610'THE MARK IS IN NEW LONDON, 0.6 MI (1.0 KM) NORTHWEST ALONG TRUNK
 DK7610'HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 23,
 DK7610'IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 9 BRIDGE NUMBER 34026 OVER
 DK7610'MILLING POND, 23 FT (7.0 M) EAST OF TRUNK HIGHWAY 9 STATION 31+74.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7611 ***********************************************************************
 DK7611  DESIGNATION -  3407 C
 DK7611  PID         -  DK7611
 DK7611  STATE/COUNTY-  MN/KANDIYOHI
 DK7611  COUNTRY     -  US
 DK7611  USGS QUAD   -  NEW LONDON (1967)
 DK7611
 DK7611                         *CURRENT SURVEY CONTROL
 DK7611  ______________________________________________________________________
 DK7611* NAD 83(1986) POSITION- 45 18 33.7    (N) 094 56 53.2    (W)   HD_HELD2  
 DK7611* NAVD 88 ORTHO HEIGHT -   380.463  (meters)    1248.24  (feet) ADJUSTED  
 DK7611  ______________________________________________________________________
 DK7611  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DK7611  DYNAMIC HEIGHT  -        380.434 (meters)     1248.14  (feet) COMP
 DK7611  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 DK7611
 DK7611  VERT ORDER      -  SECOND    CLASS I
 DK7611
 DK7611.The horizontal coordinates were established by autonomous hand held GPS
 DK7611.observations and have an estimated accuracy of +/- 10 meters.
 DK7611.
 DK7611.The orthometric height was determined by differential leveling and
 DK7611.adjusted in April 2009.
 DK7611
 DK7611.The dynamic height is computed by dividing the NAVD 88
 DK7611.geopotential number by the normal gravity value computed on the
 DK7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7611.degrees latitude (g = 980.6199 gals.).
 DK7611
 DK7611.The modeled gravity was interpolated from observed gravity values.
 DK7611
 DK7611;                    North         East    Units  Estimated Accuracy
 DK7611;SPC MN S     -   357,038.      725,648.      MT  (+/- 10 meters HH2 GPS)
 DK7611
 DK7611                          SUPERSEDED SURVEY CONTROL
 DK7611
 DK7611.No superseded survey control is available for this station.
 DK7611
 DK7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4728719163(NAD 83)
 DK7611
 DK7611_MARKER: DB = BENCH MARK DISK
 DK7611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK7611_STAMPING: 3407 C 2005
 DK7611_MARK LOGO: MNHD  
 DK7611_PROJECTION: FLUSH
 DK7611_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK7611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7611+STABILITY: SURFACE MOTION
 DK7611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7611+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2005
 DK7611
 DK7611  HISTORY     - Date     Condition        Report By
 DK7611  HISTORY     - UNK      MONUMENTED       MNHD
 DK7611  HISTORY     - 20051219 GOOD             MNDT
 DK7611
 DK7611                          STATION DESCRIPTION
 DK7611
 DK7611'DESCRIBED BY MN DEPT OF TRANSP 2005 (DAS)
 DK7611'THE MARK IS 0.8 MI (1.3 KM) NORTHWEST OF NEW LONDON, 1.50 MI (2.4 KM)
 DK7611'NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK HIGHWAY 9
 DK7611'AND TRUNK HIGHWAY 23 IN NEW LONDON, AT TRUNK HIGHWAY 9 MILE POINT
 DK7611'1.50, 86.0 FT (26.2 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 9, 45.0 FT
 DK7611'(13.7 M) SOUTH OF COUNTY ROAD 148, 25.0 FT (7.6 M) EAST OF ENTRANCE,
 DK7611'7.9 FT (2.4 M) EAST OF POWER POLE WITH 2 GUY WIRES, 0.8 FT (0.2 M)
 DK7611'EAST OF CABLE MARKER, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7612 ***********************************************************************
 DK7612  DESIGNATION -  3407 D
 DK7612  PID         -  DK7612
 DK7612  STATE/COUNTY-  MN/KANDIYOHI
 DK7612  COUNTRY     -  US
 DK7612  USGS QUAD   -  NEW LONDON (1967)
 DK7612
 DK7612                         *CURRENT SURVEY CONTROL
 DK7612  ______________________________________________________________________
 DK7612* NAD 83(1986) POSITION- 45 19 13.2    (N) 094 57 06.6    (W)   HD_HELD2  
 DK7612* NAVD 88 ORTHO HEIGHT -   374.844  (meters)    1229.80  (feet) ADJUSTED  
 DK7612  ______________________________________________________________________
 DK7612  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 DK7612  DYNAMIC HEIGHT  -        374.815 (meters)     1229.71  (feet) COMP
 DK7612  MODELED GRAVITY -    980,529.6   (mgal)                       NAVD 88
 DK7612
 DK7612  VERT ORDER      -  SECOND    CLASS I
 DK7612
 DK7612.The horizontal coordinates were established by autonomous hand held GPS
 DK7612.observations and have an estimated accuracy of +/- 10 meters.
 DK7612.
 DK7612.The orthometric height was determined by differential leveling and
 DK7612.adjusted in April 2009.
 DK7612
 DK7612.The dynamic height is computed by dividing the NAVD 88
 DK7612.geopotential number by the normal gravity value computed on the
 DK7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7612.degrees latitude (g = 980.6199 gals.).
 DK7612
 DK7612.The modeled gravity was interpolated from observed gravity values.
 DK7612
 DK7612;                    North         East    Units  Estimated Accuracy
 DK7612;SPC MN S     -   358,261.      725,370.      MT  (+/- 10 meters HH2 GPS)
 DK7612
 DK7612                          SUPERSEDED SURVEY CONTROL
 DK7612
 DK7612.No superseded survey control is available for this station.
 DK7612
 DK7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4702520389(NAD 83)
 DK7612
 DK7612_MARKER: DD = SURVEY DISK
 DK7612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7612_STAMPING: 3407 D 2006
 DK7612_MARK LOGO: MNDT  
 DK7612_PROJECTION: FLUSH
 DK7612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7612+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7612_ROD/PIPE-DEPTH: 30.5 meters
 DK7612
 DK7612  HISTORY     - Date     Condition        Report By
 DK7612  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7612
 DK7612                          STATION DESCRIPTION
 DK7612
 DK7612'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7612'THE MARK IS 1.3 MI (2.1 KM) NORTH-NORTHEAST OF NEW LONDON, 2.35 MI
 DK7612'(3.8 KM) NORTH-NORTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF
 DK7612'TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 23 IN NEW LONDON, AT TRUNK HIGHWAY 9
 DK7612'MILE POINT 2.30, 49.9 FT (15.2 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 9,
 DK7612'22.5 FT (6.9 M) NORTH-NORTHWEST OF POWER POLE NUMBER 718C12, 2.5 FT
 DK7612'(0.8 M) NORTH-NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7613 ***********************************************************************
 DK7613  DESIGNATION -  3407 E
 DK7613  PID         -  DK7613
 DK7613  STATE/COUNTY-  MN/KANDIYOHI
 DK7613  COUNTRY     -  US
 DK7613  USGS QUAD   -  NEW LONDON (1967)
 DK7613
 DK7613                         *CURRENT SURVEY CONTROL
 DK7613  ______________________________________________________________________
 DK7613* NAD 83(1986) POSITION- 45 19 34.0    (N) 094 58 05.3    (W)   HD_HELD2  
 DK7613* NAVD 88 ORTHO HEIGHT -   370.965  (meters)    1217.07  (feet) ADJUSTED  
 DK7613  ______________________________________________________________________
 DK7613  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 DK7613  DYNAMIC HEIGHT  -        370.938 (meters)     1216.99  (feet) COMP
 DK7613  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 DK7613
 DK7613  VERT ORDER      -  SECOND    CLASS I
 DK7613
 DK7613.The horizontal coordinates were established by autonomous hand held GPS
 DK7613.observations and have an estimated accuracy of +/- 10 meters.
 DK7613.
 DK7613.The orthometric height was determined by differential leveling and
 DK7613.adjusted in April 2009.
 DK7613
 DK7613.The dynamic height is computed by dividing the NAVD 88
 DK7613.geopotential number by the normal gravity value computed on the
 DK7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7613.degrees latitude (g = 980.6199 gals.).
 DK7613
 DK7613.The modeled gravity was interpolated from observed gravity values.
 DK7613
 DK7613;                    North         East    Units  Estimated Accuracy
 DK7613;SPC MN S     -   358,918.      724,099.      MT  (+/- 10 meters HH2 GPS)
 DK7613
 DK7613                          SUPERSEDED SURVEY CONTROL
 DK7613
 DK7613.No superseded survey control is available for this station.
 DK7613
 DK7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4576321062(NAD 83)
 DK7613
 DK7613_MARKER: DD = SURVEY DISK
 DK7613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7613_STAMPING: 3407 E 2006
 DK7613_MARK LOGO: MNDT  
 DK7613_PROJECTION: FLUSH
 DK7613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7613+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7613_ROD/PIPE-DEPTH: 21.3 meters
 DK7613
 DK7613  HISTORY     - Date     Condition        Report By
 DK7613  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7613
 DK7613                          STATION DESCRIPTION
 DK7613
 DK7613'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7613'THE MARK IS 2.1 MI (3.4 KM) NORTH-NORTHWEST OF NEW LONDON.  3.35 MI
 DK7613'(5.4 KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF
 DK7613'TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 23 IN NEW LONDON, AT TRUNK HIGHWAY 9
 DK7613'MILE POINT 3.20, 96.2 FT (29.3 M) NORTH OF TRUNK HIGHWAY 9, 68.5 FT
 DK7613'(20.9 M) WEST OF COUNTY ROAD 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7614 ***********************************************************************
 DK7614  DESIGNATION -  3407 F
 DK7614  PID         -  DK7614
 DK7614  STATE/COUNTY-  MN/KANDIYOHI
 DK7614  COUNTRY     -  US
 DK7614  USGS QUAD   -  NEW LONDON (1967)
 DK7614
 DK7614                         *CURRENT SURVEY CONTROL
 DK7614  ______________________________________________________________________
 DK7614* NAD 83(1986) POSITION- 45 19 38.5    (N) 094 59 25.1    (W)   HD_HELD2  
 DK7614* NAVD 88 ORTHO HEIGHT -   374.478  (meters)    1228.60  (feet) ADJUSTED  
 DK7614  ______________________________________________________________________
 DK7614  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DK7614  DYNAMIC HEIGHT  -        374.450 (meters)     1228.51  (feet) COMP
 DK7614  MODELED GRAVITY -    980,532.4   (mgal)                       NAVD 88
 DK7614
 DK7614  VERT ORDER      -  SECOND    CLASS I
 DK7614
 DK7614.The horizontal coordinates were established by autonomous hand held GPS
 DK7614.observations and have an estimated accuracy of +/- 10 meters.
 DK7614.
 DK7614.The orthometric height was determined by differential leveling and
 DK7614.adjusted in April 2009.
 DK7614
 DK7614.The dynamic height is computed by dividing the NAVD 88
 DK7614.geopotential number by the normal gravity value computed on the
 DK7614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7614.degrees latitude (g = 980.6199 gals.).
 DK7614
 DK7614.The modeled gravity was interpolated from observed gravity values.
 DK7614
 DK7614;                    North         East    Units  Estimated Accuracy
 DK7614;SPC MN S     -   359,078.      722,363.      MT  (+/- 10 meters HH2 GPS)
 DK7614
 DK7614                          SUPERSEDED SURVEY CONTROL
 DK7614
 DK7614.No superseded survey control is available for this station.
 DK7614
 DK7614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4402921243(NAD 83)
 DK7614
 DK7614_MARKER: DD = SURVEY DISK
 DK7614_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7614_STAMPING: 3407 F 2006
 DK7614_MARK LOGO: MNDT  
 DK7614_PROJECTION: RECESSED 3 CENTIMETERS
 DK7614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7614+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7614_ROD/PIPE-DEPTH: 16.8 meters
 DK7614
 DK7614  HISTORY     - Date     Condition        Report By
 DK7614  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7614
 DK7614                          STATION DESCRIPTION
 DK7614
 DK7614'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7614'THE MARK IS 3 MI (4.8 KM) NORTH-NORTHWEST OF NEW LONDON, 4.4 MI (7.1
 DK7614'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7614'HIGHWAY 9 AND TRUNK HIGHWAY 23 IN NEW LONDON, AT TRUNK HIGHWAY 9 MILE
 DK7614'POINT 4.30, 50.0 FT (15.2 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 9, 2.2
 DK7614'FT (0.7 M) NORTH-NORTHEAST OF A FENCE, 2.1 FT (0.6 M) NORTH-NORTHEAST
 DK7614'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1928 ***********************************************************************
 QP1928  DESIGNATION -  3408 A
 QP1928  PID         -  QP1928
 QP1928  STATE/COUNTY-  MN/KANDIYOHI
 QP1928  COUNTRY     -  US
 QP1928  USGS QUAD   -  HAWICK (1967)
 QP1928
 QP1928                         *CURRENT SURVEY CONTROL
 QP1928  ______________________________________________________________________
 QP1928* NAD 83(2007) POSITION- 45 21 20.54727(N) 094 45 47.78676(W)   ADJUSTED  
 QP1928* NAD 83(2007) ELLIP HT-   348.555 (meters)        (02/10/07)   ADJUSTED
 QP1928* NAD 83(2007) EPOCH   -  2002.00
 QP1928* NAVD 88 ORTHO HEIGHT -   375.398  (meters)    1231.62  (feet) ADJUSTED  
 QP1928  ______________________________________________________________________
 QP1928  NAD 83(2007) X  -   -372,828.568 (meters)                     COMP
 QP1928  NAD 83(2007) Y  - -4,474,289.670 (meters)                     COMP
 QP1928  NAD 83(2007) Z  -  4,515,462.548 (meters)                     COMP
 QP1928  LAPLACE CORR    -         -1.44  (seconds)                    DEFLEC09
 QP1928  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 QP1928  DYNAMIC HEIGHT  -        375.373 (meters)     1231.54  (feet) COMP
 QP1928  MODELED GRAVITY -    980,538.9   (mgal)                       NAVD 88
 QP1928
 QP1928  VERT ORDER      -  SECOND    CLASS I
 QP1928
 QP1928  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1928  Type                                         Horiz  Ellip  Dist(km)
 QP1928  -------------------------------------------------------------------
 QP1928  NETWORK                                       0.48   0.63
 QP1928  -------------------------------------------------------------------
 QP1928  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.59      1.64
 QP1928  -------------------------------------------------------------------
 QP1928  NOTE: Click here for information on individual local accuracy
 QP1928  values and other accuracy information.
 QP1928
 QP1928
 QP1928.The horizontal coordinates were established by GPS observations
 QP1928.and adjusted by the National Geodetic Survey in February 2007.
 QP1928
 QP1928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1928.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1928
 QP1928.The horizontal coordinates are valid at the epoch date displayed above
 QP1928.which is a decimal equivalence of Year/Month/Day.
 QP1928
 QP1928.The orthometric height was determined by differential leveling and
 QP1928.adjusted in June 1995.
 QP1928
 QP1928.Photographs are available for this station.
 QP1928
 QP1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1928
 QP1928.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1928
 QP1928.The ellipsoidal height was determined by GPS observations
 QP1928.and is referenced to NAD 83.
 QP1928
 QP1928.The dynamic height is computed by dividing the NAVD 88
 QP1928.geopotential number by the normal gravity value computed on the
 QP1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1928.degrees latitude (g = 980.6199 gals.).
 QP1928
 QP1928.The modeled gravity was interpolated from observed gravity values.
 QP1928
 QP1928. The following values were computed from the NAD 83(2007) position.
 QP1928
 QP1928;                    North         East     Units Scale Factor Converg.
 QP1928;SPC MN S     -   362,037.401   740,190.662   MT  1.00003335   -0 32 06.0
 QP1928;SPC MN S     - 1,187,784.37  2,428,442.20   sFT  1.00003335   -0 32 06.0
 QP1928;UTM  15      - 5,023,978.497   361,889.842   MT  0.99983453   -1 15 17.1
 QP1928
 QP1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1928!SPC MN S     -   0.99994536  x   1.00003335  =   0.99997870
 QP1928!UTM  15      -   0.99994536  x   0.99983453  =   0.99977990
 QP1928
 QP1928:                Primary Azimuth Mark                     Grid Az
 QP1928:SPC MN S     -  3408 C                                   000 20 13.6
 QP1928:UTM  15      -  3408 C                                   001 03 24.7
 QP1928
 QP1928|---------------------------------------------------------------------|
 QP1928| PID    Reference Object                     Distance      Geod. Az  |
 QP1928|                                                           dddmmss.s |
 QP1928| DL2288 3408 D                              114.840 METERS 01056     |
 QP1928| DG7283 3408 C                              APPROX. 1.3 KM 3594807.6 |
 QP1928|---------------------------------------------------------------------|
 QP1928
 QP1928                          SUPERSEDED SURVEY CONTROL
 QP1928
 QP1928  NAD 83(1996)-  45 21 20.54700(N)    094 45 47.78631(W) AD(       ) 1
 QP1928  ELLIP H (08/23/04)  348.599  (m)                       GP(       ) 3 2
 QP1928  NAVD 88 (08/23/04)  375.40   (m)         1231.6    (f) LEVELING    3  
 QP1928
 QP1928.Superseded values are not recommended for survey control.
 QP1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1928.See file dsdata.txt to determine how the superseded data were derived.
 QP1928
 QP1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6188923978(NAD 83)
 QP1928
 QP1928_MARKER: DV = VERTICAL CONTROL DISK
 QP1928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1928_SP_SET: ALUMINUM ALLOY ROD
 QP1928_STAMPING: 3408 A 1988
 QP1928_MARK LOGO: MNDT  
 QP1928_PROJECTION: FLUSH
 QP1928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1928+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 QP1928_ROD/PIPE-DEPTH:  7.6 meters
 QP1928
 QP1928  HISTORY     - Date     Condition        Report By
 QP1928  HISTORY     - 1988     MONUMENTED       MNDT
 QP1928  HISTORY     - 20011009 GOOD             MNDT
 QP1928  HISTORY     - 20040412 GOOD             MNDT
 QP1928  HISTORY     - 20060213 GOOD             MNDT
 QP1928  HISTORY     - 20080617 GOOD             MNDT
 QP1928  HISTORY     - 20080813 GOOD             MNDT
 QP1928
 QP1928                          STATION DESCRIPTION
 QP1928
 QP1928'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1928'THE MARK IS LOCATED 2.65 MI (4.26 KM) SOUTH AND WEST ALONG TRUNK
 QP1928'HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 4 AND 55 IN THE TOWN
 QP1928'OF PAYNESVILLE, NEAR THE CROSSING OF A GRAVEL ROAD NORTH AND STEARNS
 QP1928'COUNTY ROAD 20 SOUTH (KANDIYOHI-STEARNS COUNTY LINE) AND IN THE SE
 QP1928'1/4 OF SECTION 24, T122N, R33W.  THE MARK IS 253.0 FT (77.1 M) NORTH
 QP1928'OF THE CENTERLINE OF HIGHWAY 23, 39.0 FT (11.9 M) WEST OF AND ABOUT
 QP1928'LEVEL WITH THE EXTENDED CENTERLINE OF COUNTY ROAD 20 (BITUMINOUS),
 QP1928'6.0 FT (1.8 M) WEST OF POWER POLE NUMBER 760, 7.2 FT (2.2 M) EAST OF
 QP1928'ANOTHER POWER POLE AND 1.5 FT (0.5 M) SOUTH OF A STEEL WITNESS POST.
 QP1928'THE MARK, A STANDARD MNDT ALUMINUM MAGNETIC VERTICAL CONTROL
 QP1928'MONUMENT DISK STAMPED---3408 A 1988---, IS FASTENED TO THE TOP OF A
 QP1928'3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD DRIVEN TO
 QP1928'REFUSAL AND IS BURIED 0.15 FT (0.05 M) BELOW THE SURFACE OF THE
 QP1928'GROUND.
 QP1928
 QP1928                          STATION RECOVERY (2001)
 QP1928
 QP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1928'RECOVERED AS DESCRIBED AT TH 23 MP 171.05.
 QP1928
 QP1928                          STATION RECOVERY (2004)
 QP1928
 QP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GWO)
 QP1928'2.65 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF
 QP1928'TRUNK HIGHWAY 23, TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 55 IN PAYNESVILLE,
 QP1928'AT JUNCTION OF STEARNS COUNTY ROAD 20 (KANDIYOHI COUNTY ROAD 39)
 QP1928'SOUTH, ON STEARNS-KANDIYOHI COUNTY LINE, AT TRUNK HIGHWAY 23 MILEPOINT
 QP1928'171.05, 253 FEET NORTH OF TRUNK HIGHWAY 23, 39 FEET WEST OF ROSEVILLE
 QP1928'ROAD, 60 FEET SOUTH OF STEEL POWER POLE, 1.5 FEET SOUTH OF WITNESS
 QP1928'POST
 QP1928
 QP1928                          STATION RECOVERY (2006)
 QP1928
 QP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 QP1928'RECOVERED AS DESCRIBED.
 QP1928
 QP1928                          STATION RECOVERY (2008)
 QP1928
 QP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1928'2.65 MILES SOUTH AND WEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF
 QP1928'TRUNK HIGHWAY 23, TRUNK HIGHWAY 4 AND TRUNK HIGHWAY 55 IN PAYNESVILLE,
 QP1928'AT JUNCTION OF STEARNS COUNTY ROAD 20 (KANDIYOHI COUNTY ROAD 39)
 QP1928'SOUTH, ON STEARNS-KANDIYOHI COUNTY LINE, AT TRUNK HIGHWAY 23 MILEPOINT
 QP1928'171.05, 253 FEET NORTH OF TRUNK HIGHWAY 23, 39 FEET WEST OF ROSEVILLE
 QP1928'ROAD, 60.0 FEET SOUTH OF STEEL POWER POLE, 1.5 FEET SOUTH OF WITNESS
 QP1928'POST.
 QP1928
 QP1928                          STATION RECOVERY (2008)
 QP1928
 QP1928'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 QP1928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3876 ***********************************************************************
 DM3876  DESIGNATION -  3408 C RESET
 DM3876  PID         -  DM3876
 DM3876  STATE/COUNTY-  MN/KANDIYOHI
 DM3876  COUNTRY     -  US
 DM3876  USGS QUAD   -  HAWICK (1967)
 DM3876
 DM3876                         *CURRENT SURVEY CONTROL
 DM3876  ______________________________________________________________________
 DM3876* NAD 83(1986) POSITION- 45 22 03.24   (N) 094 45 47.98   (W)   HD_HELD1  
 DM3876* NAVD 88 ORTHO HEIGHT -   362.336  (meters)    1188.76  (feet) ADJUSTED  
 DM3876  ______________________________________________________________________
 DM3876  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DM3876  DYNAMIC HEIGHT  -        362.312 (meters)     1188.69  (feet) COMP
 DM3876  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DM3876
 DM3876  VERT ORDER      -  SECOND    CLASS I
 DM3876
 DM3876.The horizontal coordinates were established by differentially corrected
 DM3876.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM3876.
 DM3876.The orthometric height was determined by differential leveling and
 DM3876.adjusted in June 2011.
 DM3876
 DM3876.The dynamic height is computed by dividing the NAVD 88
 DM3876.geopotential number by the normal gravity value computed on the
 DM3876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3876.degrees latitude (g = 980.6199 gals.).
 DM3876
 DM3876.The modeled gravity was interpolated from observed gravity values.
 DM3876
 DM3876;                    North         East    Units  Estimated Accuracy
 DM3876;SPC MN S     -   363,355.4     740,198.8     MT  (+/- 3 meters HH1 GPS) 
 DM3876
 DM3876                          SUPERSEDED SURVEY CONTROL
 DM3876
 DM3876.No superseded survey control is available for this station.
 DM3876
 DM3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6191425296(NAD 83)
 DM3876
 DM3876_MARKER: DD = SURVEY DISK
 DM3876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3876_STAMPING: 3408 C1 2006
 DM3876_MARK LOGO: MNDT  
 DM3876_PROJECTION: FLUSH
 DM3876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3876+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 DM3876_ROD/PIPE-DEPTH: 12.2 meters
 DM3876
 DM3876  HISTORY     - Date     Condition        Report By
 DM3876  HISTORY     - 20060214 MONUMENTED       MNDT
 DM3876
 DM3876                          STATION DESCRIPTION
 DM3876
 DM3876'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM3876'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF LAKE
 DM3876'HENRY, 3.4 MI (5.5 KM) EAST-NORTHEAST OF HAWICK AND 2.7 MI (4.3 KM)
 DM3876'WEST-SOUTHWEST OF PAYNESVILLE.
 DM3876' 
 DM3876'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 23/TRUNK HIGHWAY
 DM3876'4 AND TRUNK HIGHWAY 55 IN PAYNESVILLE, GO 2.65 MI (4.3 KM) SOUTH AND
 DM3876'WEST ALONG TRUNK HIGHWAY 23 TO MILE POINT 171.1, THENCE 0.9 MI (1.4
 DM3876'KM) NORTH ON ROSEVILLE ROAD, THE MARK IS NORTH OF THE DITCH.
 DM3876' 
 DM3876'THE MARK IS FOUND 30.5 FT (9.3 M) WEST OF ROSEVILLE ROAD, 14.0 FT (4.3
 DM3876'M) SOUTH OF A FIELD ENTRANCE AND 5.9 FT (1.8 M) NORTH OF A WITNESS
 DM3876'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2288 ***********************************************************************
 DL2288  DESIGNATION -  3408 D
 DL2288  PID         -  DL2288
 DL2288  STATE/COUNTY-  MN/STEARNS
 DL2288  COUNTRY     -  US
 DL2288  USGS QUAD   -  HAWICK (1967)
 DL2288
 DL2288                         *CURRENT SURVEY CONTROL
 DL2288  ______________________________________________________________________
 DL2288* NAD 83(2007) POSITION- 45 21 24.19959(N) 094 45 46.78573(W)   ADJUSTED  
 DL2288* NAD 83(2007) ELLIP HT-   350.316 (meters)        (04/01/09)   ADJUSTED
 DL2288* NAD 83(2007) EPOCH   -  2002.00
 DL2288* NAVD 88 ORTHO HEIGHT -   377.157  (meters)    1237.39  (feet) ADJUSTED  
 DL2288  ______________________________________________________________________
 DL2288  NAD 83(2007) X  -   -372,800.294 (meters)                     COMP
 DL2288  NAD 83(2007) Y  - -4,474,212.762 (meters)                     COMP
 DL2288  NAD 83(2007) Z  -  4,515,543.037 (meters)                     COMP
 DL2288  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC09
 DL2288  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL2288  DYNAMIC HEIGHT  -        377.132 (meters)     1237.31  (feet) COMP
 DL2288  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DL2288
 DL2288  HORZ ORDER      -  FIRST
 DL2288  VERT ORDER      -  SECOND    CLASS I
 DL2288  ELLP ORDER      -  SECOND    CLASS I
 DL2288
 DL2288.The horizontal coordinates were established by GPS observations
 DL2288.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2288
 DL2288.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2288.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2288
 DL2288.The horizontal coordinates are valid at the epoch date displayed above
 DL2288.which is a decimal equivalence of Year/Month/Day.
 DL2288
 DL2288.The orthometric height was determined by differential leveling and
 DL2288.adjusted in January 2011.
 DL2288
 DL2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2288
 DL2288.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2288
 DL2288.The ellipsoidal height was determined by GPS observations
 DL2288.and is referenced to NAD 83.
 DL2288
 DL2288.The dynamic height is computed by dividing the NAVD 88
 DL2288.geopotential number by the normal gravity value computed on the
 DL2288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2288.degrees latitude (g = 980.6199 gals.).
 DL2288
 DL2288.The modeled gravity was interpolated from observed gravity values.
 DL2288
 DL2288. The following values were computed from the NAD 83(2007) position.
 DL2288
 DL2288;                    North         East     Units Scale Factor Converg.
 DL2288;SPC MN C     -   139,779.552   759,801.268   MT  1.00006644   -0 22 15.9
 DL2288;SPC MN C     -   458,593.41  2,492,781.33   sFT  1.00006644   -0 22 15.9
 DL2288;UTM  15      - 5,024,090.728   361,914.090   MT  0.99983444   -1 15 16.4
 DL2288
 DL2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2288!SPC MN C     -   0.99994508  x   1.00006644  =   1.00001152
 DL2288!UTM  15      -   0.99994508  x   0.99983444  =   0.99977953
 DL2288
 DL2288|---------------------------------------------------------------------|
 DL2288| PID    Reference Object                     Distance      Geod. Az  |
 DL2288|                                                           dddmmss.s |
 DL2288| QP1928 3408 A                              114.840 METERS 19056     |
 DL2288|---------------------------------------------------------------------|
 DL2288
 DL2288                          SUPERSEDED SURVEY CONTROL
 DL2288
 DL2288  NAVD 88 (04/01/09)  377.16   (m)         1237.4    (f) LEVELING    3  
 DL2288
 DL2288.Superseded values are not recommended for survey control.
 DL2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2288.See file dsdata.txt to determine how the superseded data were derived.
 DL2288
 DL2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6191424090(NAD 83)
 DL2288
 DL2288_MARKER: F = FLANGE-ENCASED ROD
 DL2288_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2288_STAMPING: 3408 D 2008
 DL2288_MARK LOGO: MNDT  
 DL2288_PROJECTION: FLUSH
 DL2288_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2288+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2288_ROD/PIPE-DEPTH:  7.6 meters
 DL2288
 DL2288  HISTORY     - Date     Condition        Report By
 DL2288  HISTORY     - 2008     MONUMENTED       MNDT
 DL2288  HISTORY     - 20080813 GOOD             MNDT
 DL2288
 DL2288                          STATION DESCRIPTION
 DL2288
 DL2288'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2288'2.6 MILES SOUTHWEST OF PAYNESVILLE, 2.65 MILES SOUTHWEST ALONG TRUNK
 DL2288'HIGHWAY 23 FROM THE JUCNTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 4
 DL2288'AND TRUNK HIGHWAY 55 IN PAYNESVILLE TO TRUNK HIGHWAY 23 MILEPOINT
 DL2288'171.05, THENCE 0.1 MILE NORTH ON ROSEVILLE ROAD, 104.0 FEET SOUTH OF
 DL2288'CABLE BOX NUMBER 1A1, 33.3 FEET EAST OF ROSEVILLE, 26.2 FEET NORTH OF
 DL2288'NORTH PARKING LOT ENTRANCE OF SET OF THREE, 1.8 FEET SOUTH OF WITNESS
 DL2288'POST.  THE MARK IS HAS A REMOVABLE ALUMINUM DISK ON A DRIVEN ALUMINUM
 DL2288'ROD WITH DATUM POINT.
 DL2288
 DL2288                          STATION RECOVERY (2008)
 DL2288
 DL2288'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4320 ***********************************************************************
 DM4320  DESIGNATION -  3409 A
 DM4320  PID         -  DM4320
 DM4320  STATE/COUNTY-  MN/KANDIYOHI
 DM4320  COUNTRY     -  US
 DM4320  USGS QUAD   -  WILLMAR (1994)
 DM4320
 DM4320                         *CURRENT SURVEY CONTROL
 DM4320  ______________________________________________________________________
 DM4320* NAD 83(1986) POSITION- 45 06 37.85   (N) 095 05 01.80   (W)   HD_HELD1  
 DM4320* NAVD 88 ORTHO HEIGHT -   343.376  (meters)    1126.56  (feet) ADJUSTED  
 DM4320  ______________________________________________________________________
 DM4320  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DM4320  DYNAMIC HEIGHT  -        343.351 (meters)     1126.48  (feet) COMP
 DM4320  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 DM4320
 DM4320  VERT ORDER      -  SECOND    CLASS I
 DM4320
 DM4320.The horizontal coordinates were established by differentially corrected
 DM4320.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4320.
 DM4320.The orthometric height was determined by differential leveling and
 DM4320.adjusted in February 2011.
 DM4320
 DM4320.The dynamic height is computed by dividing the NAVD 88
 DM4320.geopotential number by the normal gravity value computed on the
 DM4320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4320.degrees latitude (g = 980.6199 gals.).
 DM4320
 DM4320.The modeled gravity was interpolated from observed gravity values.
 DM4320
 DM4320;                    North         East    Units  Estimated Accuracy
 DM4320;SPC MN S     -   335,073.5     714,711.9     MT  (+/- 3 meters HH1 GPS) 
 DM4320
 DM4320                          SUPERSEDED SURVEY CONTROL
 DM4320
 DM4320.No superseded survey control is available for this station.
 DM4320
 DM4320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3607897339(NAD 83)
 DM4320
 DM4320_MARKER: DD = SURVEY DISK
 DM4320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4320_SP_SET: POWER POLE FOOTING
 DM4320_STAMPING: 3409 A 2006
 DM4320_MARK LOGO: MNDT  
 DM4320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4320+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2009
 DM4320
 DM4320  HISTORY     - Date     Condition        Report By
 DM4320  HISTORY     - 2006     MONUMENTED       MNDT
 DM4320  HISTORY     - 20090512 GOOD             MNDT
 DM4320
 DM4320                          STATION DESCRIPTION
 DM4320
 DM4320'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4320'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF RAYMOND,
 DM4320'5.2 MI (8.4 KM) EAST-SOUTHEAST OF PENNOCK AND 2.2 MI (3.5 KM)
 DM4320'WEST-SOUTHWEST OF WILLMAR.
 DM4320' 
 DM4320'TO REACH TO THE MARK GO 1.15 MI (1.9 KM) SOUTHWEST AND WEST ALONG
 DM4320'TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK
 DM4320'HIGHWAY 12 AT WILLMAR, AT TRUNK HIGHWAY 40 MILE POINT 72.70, 80.0 FT
 DM4320'(24.4 M) WEST OF COUNTY ROAD 47 67.6 FT (20.6 M) SOUTH OF TRUNK
 DM4320'HIGHWAY 40.
 DM4320
 DM4320                          STATION RECOVERY (2009)
 DM4320
 DM4320'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM4320'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) NORTHEAST OF RAYMOND,
 DM4320'5.2 MI (8.4 KM) EAST-SOUTHEAST OF PENNOCK AND 2.1 MI (3.4 KM)
 DM4320'WEST-SOUTHWEST OF WILLMAR.
 DM4320' 
 DM4320'THE MARK IS 1.85 MI (3.0 KM) SOUTHWEST OF WILLMAR, 0.7 MI (1.1 KM)
 DM4320'WEST ALONG TRUNK HIGHWAY 12  FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND
 DM4320'SEVENTH STREET SOUTHWEST IN WILLMAR, THEN 1.2 MI (1.9 KM) SOUTHWEST ON
 DM4320'TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 40 MILE POINT 72.70.
 DM4320' 
 DM4320'IT IS 67.6 FT (20.6 M) SOUTH OF TRUNK HIGHWAY 40, IN CONCRETE BASE OF
 DM4320'POWER POLE IN NORTH SIDE, 46.0 FT (14.0 M) WEST OF COUNTY ROAD 5 ON
 DM4320'SOUTHBOUND LANE.  DISK SET IN A DRILL HOLE IN CONCRETE FOOTING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4321 ***********************************************************************
 DM4321  DESIGNATION -  3409 B
 DM4321  PID         -  DM4321
 DM4321  STATE/COUNTY-  MN/KANDIYOHI
 DM4321  COUNTRY     -  US
 DM4321  USGS QUAD   -  WILLMAR (1994)
 DM4321
 DM4321                         *CURRENT SURVEY CONTROL
 DM4321  ______________________________________________________________________
 DM4321* NAD 83(1986) POSITION- 45 06 35.     (N) 095 07 26.     (W)   SCALED    
 DM4321* NAVD 88 ORTHO HEIGHT -   340.465  (meters)    1117.01  (feet) ADJUSTED  
 DM4321  ______________________________________________________________________
 DM4321  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DM4321  DYNAMIC HEIGHT  -        340.439 (meters)     1116.92  (feet) COMP
 DM4321  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 DM4321
 DM4321  VERT ORDER      -  SECOND    CLASS I
 DM4321
 DM4321.The horizontal coordinates were scaled from a topographic map and have
 DM4321.an estimated accuracy of +/- 6 seconds.
 DM4321.
 DM4321.The orthometric height was determined by differential leveling and
 DM4321.adjusted in February 2011.
 DM4321
 DM4321.The dynamic height is computed by dividing the NAVD 88
 DM4321.geopotential number by the normal gravity value computed on the
 DM4321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4321.degrees latitude (g = 980.6199 gals.).
 DM4321
 DM4321.The modeled gravity was interpolated from observed gravity values.
 DM4321
 DM4321;                    North         East    Units  Estimated Accuracy
 DM4321;SPC MN S     -   335,030.      711,560.      MT  (+/- 180 meters Scaled)
 DM4321
 DM4321                          SUPERSEDED SURVEY CONTROL
 DM4321
 DM4321.No superseded survey control is available for this station.
 DM4321
 DM4321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK329973(NAD 83)
 DM4321
 DM4321_MARKER: DD = SURVEY DISK
 DM4321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4321_STAMPING: 3409 B 2006
 DM4321_MARK LOGO: MNDT  
 DM4321_PROJECTION: RECESSED 10 CENTIMETERS
 DM4321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4321+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4321_ROD/PIPE-DEPTH:  7.6 meters
 DM4321
 DM4321  HISTORY     - Date     Condition        Report By
 DM4321  HISTORY     - 2006     MONUMENTED       MNDT
 DM4321
 DM4321                          STATION DESCRIPTION
 DM4321
 DM4321'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4321'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) NORTHEAST OF RAYMOND,
 DM4321'4.0 MI (6.4 KM) WEST-SOUTHWEST OF WILLMAR AND 3.7 MI (6.0 KM)
 DM4321'SOUTHEAST OF PENNOCK.
 DM4321' 
 DM4321'TO REACH TO THE MARK GO 3.1 MI (5.0 KM) SOUTHWEST AND WEST ALONG TRUNK
 DM4321'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12
 DM4321'AT WILLMAR, AT TRUNK HIGHWAY 40 MILE POINT 70.80, 59.2 FT (18.0 M)
 DM4321'SOUTH OF TRUNK HIGHWAY 40, 40.5 FT (12.3 M) EAST OF 60TH STREET, 3.0
 DM4321'FT (0.9 M) EAST OF RIGHT OF WAY POST, 1.0 FT (0.3 M) WEST OF A WITNESS
 DM4321'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4324 ***********************************************************************
 DM4324  DESIGNATION -  3409 C
 DM4324  PID         -  DM4324
 DM4324  STATE/COUNTY-  MN/KANDIYOHI
 DM4324  COUNTRY     -  US
 DM4324  USGS QUAD   -  RAYMOND (1958)
 DM4324
 DM4324                         *CURRENT SURVEY CONTROL
 DM4324  ______________________________________________________________________
 DM4324* NAD 83(1986) POSITION- 45 06 36.     (N) 095 08 41.     (W)   SCALED    
 DM4324* NAVD 88 ORTHO HEIGHT -   338.418  (meters)    1110.29  (feet) ADJUSTED  
 DM4324  ______________________________________________________________________
 DM4324  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DM4324  DYNAMIC HEIGHT  -        338.392 (meters)     1110.21  (feet) COMP
 DM4324  MODELED GRAVITY -    980,531.2   (mgal)                       NAVD 88
 DM4324
 DM4324  VERT ORDER      -  SECOND    CLASS I
 DM4324
 DM4324.The horizontal coordinates were scaled from a topographic map and have
 DM4324.an estimated accuracy of +/- 6 seconds.
 DM4324.
 DM4324.The orthometric height was determined by differential leveling and
 DM4324.adjusted in February 2011.
 DM4324
 DM4324.The dynamic height is computed by dividing the NAVD 88
 DM4324.geopotential number by the normal gravity value computed on the
 DM4324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4324.degrees latitude (g = 980.6199 gals.).
 DM4324
 DM4324.The modeled gravity was interpolated from observed gravity values.
 DM4324
 DM4324;                    North         East    Units  Estimated Accuracy
 DM4324;SPC MN S     -   335,080.      709,920.      MT  (+/- 180 meters Scaled)
 DM4324
 DM4324                          SUPERSEDED SURVEY CONTROL
 DM4324
 DM4324.No superseded survey control is available for this station.
 DM4324
 DM4324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK312974(NAD 83)
 DM4324
 DM4324_MARKER: DD = SURVEY DISK
 DM4324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4324_STAMPING: 3409 C 2006
 DM4324_MARK LOGO: MNDT  
 DM4324_PROJECTION: FLUSH
 DM4324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4324+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4324_ROD/PIPE-DEPTH:  6.1 meters
 DM4324
 DM4324  HISTORY     - Date     Condition        Report By
 DM4324  HISTORY     - 2006     MONUMENTED       MNDT
 DM4324
 DM4324                          STATION DESCRIPTION
 DM4324
 DM4324'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4324'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTHEAST OF RAYMOND,
 DM4324'5.0 MI (8.0 KM) WEST OF WILLMAR AND 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF
 DM4324'PENNOCK.
 DM4324' 
 DM4324'TO REACH TO THE MARK GO 5.0 MI (8.0 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4324'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 IN WILLMAN,
 DM4324'AT TRUNK HIGHWAY 40 MILE POINT 69.70, 59.5 FT (18.1 M) NORTH OF TRUNK
 DM4324'HIGHWAY 40, 49.5 FT (15.1 M) EAST OF COUNTY ROAD 116, 1.0 FT (0.3 M)
 DM4324'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4325 ***********************************************************************
 DM4325  DESIGNATION -  3409 D
 DM4325  PID         -  DM4325
 DM4325  STATE/COUNTY-  MN/KANDIYOHI
 DM4325  COUNTRY     -  US
 DM4325  USGS QUAD   -  RAYMOND (1958)
 DM4325
 DM4325                         *CURRENT SURVEY CONTROL
 DM4325  ______________________________________________________________________
 DM4325* NAD 83(1986) POSITION- 45 06 34.     (N) 095 09 57.     (W)   SCALED    
 DM4325* NAVD 88 ORTHO HEIGHT -   338.639  (meters)    1111.02  (feet) ADJUSTED  
 DM4325  ______________________________________________________________________
 DM4325  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DM4325  DYNAMIC HEIGHT  -        338.613 (meters)     1110.93  (feet) COMP
 DM4325  MODELED GRAVITY -    980,530.4   (mgal)                       NAVD 88
 DM4325
 DM4325  VERT ORDER      -  SECOND    CLASS I
 DM4325
 DM4325.The horizontal coordinates were scaled from a topographic map and have
 DM4325.an estimated accuracy of +/- 6 seconds.
 DM4325.
 DM4325.The orthometric height was determined by differential leveling and
 DM4325.adjusted in February 2011.
 DM4325
 DM4325.The dynamic height is computed by dividing the NAVD 88
 DM4325.geopotential number by the normal gravity value computed on the
 DM4325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4325.degrees latitude (g = 980.6199 gals.).
 DM4325
 DM4325.The modeled gravity was interpolated from observed gravity values.
 DM4325
 DM4325;                    North         East    Units  Estimated Accuracy
 DM4325;SPC MN S     -   335,040.      708,260.      MT  (+/- 180 meters Scaled)
 DM4325
 DM4325                          SUPERSEDED SURVEY CONTROL
 DM4325
 DM4325.No superseded survey control is available for this station.
 DM4325
 DM4325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK296973(NAD 83)
 DM4325
 DM4325_MARKER: DD = SURVEY DISK
 DM4325_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4325_STAMPING: 3409 D 2006
 DM4325_MARK LOGO: MNDT  
 DM4325_PROJECTION: FLUSH
 DM4325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4325+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4325_ROD/PIPE-DEPTH:  9.1 meters
 DM4325
 DM4325  HISTORY     - Date     Condition        Report By
 DM4325  HISTORY     - 2006     MONUMENTED       MNDT
 DM4325
 DM4325                          STATION DESCRIPTION
 DM4325
 DM4325'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4325'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF
 DM4325'RAYMOND, 6.1 MI (9.8 KM) WEST OF WILLMAR AND 2.8 MI (4.5 KM) SOUTH OF
 DM4325'PENNOCK.
 DM4325' 
 DM4325'TO REACH TO THE MARK GO 5.2 MI (8.4 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4325'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 AT WILLMAR,
 DM4325'AT TRUNK HIGHWAY 40 MILE POINT 68.70, 98.0 FT (29.9 M) WEST OF 90TH
 DM4325'STREET SOUTHWEST, 61.2 FT (18.7 M) SOUTH OF TRUNK HIGHWAY 40, 1.0 FT
 DM4325'(0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4326 ***********************************************************************
 DM4326  DESIGNATION -  3409 E
 DM4326  PID         -  DM4326
 DM4326  STATE/COUNTY-  MN/KANDIYOHI
 DM4326  COUNTRY     -  US
 DM4326  USGS QUAD   -  RAYMOND (1958)
 DM4326
 DM4326                         *CURRENT SURVEY CONTROL
 DM4326  ______________________________________________________________________
 DM4326* NAD 83(1986) POSITION- 45 06 35.     (N) 095 11 11.     (W)   SCALED    
 DM4326* NAVD 88 ORTHO HEIGHT -   339.103  (meters)    1112.54  (feet) ADJUSTED  
 DM4326  ______________________________________________________________________
 DM4326  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DM4326  DYNAMIC HEIGHT  -        339.077 (meters)     1112.46  (feet) COMP
 DM4326  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 DM4326
 DM4326  VERT ORDER      -  SECOND    CLASS I
 DM4326
 DM4326.The horizontal coordinates were scaled from a topographic map and have
 DM4326.an estimated accuracy of +/- 6 seconds.
 DM4326.
 DM4326.The orthometric height was determined by differential leveling and
 DM4326.adjusted in February 2011.
 DM4326
 DM4326.The dynamic height is computed by dividing the NAVD 88
 DM4326.geopotential number by the normal gravity value computed on the
 DM4326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4326.degrees latitude (g = 980.6199 gals.).
 DM4326
 DM4326.The modeled gravity was interpolated from observed gravity values.
 DM4326
 DM4326;                    North         East    Units  Estimated Accuracy
 DM4326;SPC MN S     -   335,100.      706,640.      MT  (+/- 180 meters Scaled)
 DM4326
 DM4326                          SUPERSEDED SURVEY CONTROL
 DM4326
 DM4326.No superseded survey control is available for this station.
 DM4326
 DM4326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK280974(NAD 83)
 DM4326
 DM4326_MARKER: DD = SURVEY DISK
 DM4326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4326_STAMPING: 3409 E 2006
 DM4326_MARK LOGO: MNDT  
 DM4326_PROJECTION: FLUSH
 DM4326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4326+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4326_ROD/PIPE-DEPTH:  6.1 meters
 DM4326
 DM4326  HISTORY     - Date     Condition        Report By
 DM4326  HISTORY     - 2006     MONUMENTED       MNDT
 DM4326
 DM4326                          STATION DESCRIPTION
 DM4326
 DM4326'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4326'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF WILLMAR, 7.0 MI
 DM4326'(11.3 KM) NORTH-NORTHEAST OF RAYMOND AND 2.8 MI (4.5 KM) SOUTH OF
 DM4326'PENNOCK.
 DM4326' 
 DM4326'TO REACH TO THE MARK GO 6.2 MI (10.0 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4326'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 AT WILLMAR,
 DM4326'AT TRUNK HIGHWAY 40 MILE POINT 67.70, 131.0 FT (39.9 M) WEST OF 105TH
 DM4326'STREET SOUTHWEST, 59.0 FT (18.0 M) SOUTH OF TRUNK HIGHWAY 40, 2.8 FT
 DM4326'(0.9 M) NORTHEAST OF RIGHT OF WAY POST, 0.4 FT (12 CM) NORTH OF A
 DM4326'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4327 ***********************************************************************
 DM4327  DESIGNATION -  3409 F
 DM4327  PID         -  DM4327
 DM4327  STATE/COUNTY-  MN/KANDIYOHI
 DM4327  COUNTRY     -  US
 DM4327  USGS QUAD   -  RAYMOND (1958)
 DM4327
 DM4327                         *CURRENT SURVEY CONTROL
 DM4327  ______________________________________________________________________
 DM4327* NAD 83(1986) POSITION- 45 06 34.     (N) 095 12 24.     (W)   SCALED    
 DM4327* NAVD 88 ORTHO HEIGHT -   339.922  (meters)    1115.23  (feet) ADJUSTED  
 DM4327  ______________________________________________________________________
 DM4327  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DM4327  DYNAMIC HEIGHT  -        339.895 (meters)     1115.14  (feet) COMP
 DM4327  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 DM4327
 DM4327  VERT ORDER      -  SECOND    CLASS I
 DM4327
 DM4327.The horizontal coordinates were scaled from a topographic map and have
 DM4327.an estimated accuracy of +/- 6 seconds.
 DM4327.
 DM4327.The orthometric height was determined by differential leveling and
 DM4327.adjusted in February 2011.
 DM4327
 DM4327.The dynamic height is computed by dividing the NAVD 88
 DM4327.geopotential number by the normal gravity value computed on the
 DM4327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4327.degrees latitude (g = 980.6199 gals.).
 DM4327
 DM4327.The modeled gravity was interpolated from observed gravity values.
 DM4327
 DM4327;                    North         East    Units  Estimated Accuracy
 DM4327;SPC MN S     -   335,090.      705,050.      MT  (+/- 180 meters Scaled)
 DM4327
 DM4327                          SUPERSEDED SURVEY CONTROL
 DM4327
 DM4327.No superseded survey control is available for this station.
 DM4327
 DM4327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK264974(NAD 83)
 DM4327
 DM4327_MARKER: DD = SURVEY DISK
 DM4327_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4327_STAMPING: 3409 F 2006
 DM4327_MARK LOGO: MNDT  
 DM4327_PROJECTION: FLUSH
 DM4327_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4327+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4327_ROD/PIPE-DEPTH:  4.6 meters
 DM4327
 DM4327  HISTORY     - Date     Condition        Report By
 DM4327  HISTORY     - 2006     MONUMENTED       MNDT
 DM4327
 DM4327                          STATION DESCRIPTION
 DM4327
 DM4327'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4327'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF KERKHOVEN,
 DM4327'6.6 MI (10.6 KM) NORTH-NORTHEAST OF RAYMOND AND 3.1 MI (5.0 KM)
 DM4327'SOUTH-SOUTHWEST OF PENNOCK.
 DM4327' 
 DM4327'TO REACH TO THE MARK GO 7.2 MI (11.6 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4327'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 AT WILLMAR,
 DM4327'AT TRUNK HIGHWAY 40 MILE POINT 66.70, 59.3 FT (18.1 M) SOUTH OF TRUNK
 DM4327'HIGHWAY 40, 54.5 FT (16.6 M) WEST OF 120TH STREET SOUTHWEST, 10.3 FT
 DM4327'(3.1 M) WEST OF POWER-POLE NUMBER 5D 19, 1.0 FT (0.3 M) NORTH OF A
 DM4327'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4328 ***********************************************************************
 DM4328  DESIGNATION -  3409 G
 DM4328  PID         -  DM4328
 DM4328  STATE/COUNTY-  MN/KANDIYOHI
 DM4328  COUNTRY     -  US
 DM4328  USGS QUAD   -  RAYMOND (1958)
 DM4328
 DM4328                         *CURRENT SURVEY CONTROL
 DM4328  ______________________________________________________________________
 DM4328* NAD 83(1986) POSITION- 45 06 34.     (N) 095 13 37.     (W)   SCALED    
 DM4328* NAVD 88 ORTHO HEIGHT -   337.296  (meters)    1106.61  (feet) ADJUSTED  
 DM4328  ______________________________________________________________________
 DM4328  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM4328  DYNAMIC HEIGHT  -        337.270 (meters)     1106.53  (feet) COMP
 DM4328  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DM4328
 DM4328  VERT ORDER      -  SECOND    CLASS I
 DM4328
 DM4328.The horizontal coordinates were scaled from a topographic map and have
 DM4328.an estimated accuracy of +/- 6 seconds.
 DM4328.
 DM4328.The orthometric height was determined by differential leveling and
 DM4328.adjusted in February 2011.
 DM4328
 DM4328.The dynamic height is computed by dividing the NAVD 88
 DM4328.geopotential number by the normal gravity value computed on the
 DM4328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4328.degrees latitude (g = 980.6199 gals.).
 DM4328
 DM4328.The modeled gravity was interpolated from observed gravity values.
 DM4328
 DM4328;                    North         East    Units  Estimated Accuracy
 DM4328;SPC MN S     -   335,110.      703,450.      MT  (+/- 180 meters Scaled)
 DM4328
 DM4328                          SUPERSEDED SURVEY CONTROL
 DM4328
 DM4328.No superseded survey control is available for this station.
 DM4328
 DM4328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK248975(NAD 83)
 DM4328
 DM4328_MARKER: DD = SURVEY DISK
 DM4328_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4328_STAMPING: 3409 G 2006
 DM4328_MARK LOGO: MNDT  
 DM4328_PROJECTION: RECESSED 8 CENTIMETERS
 DM4328_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4328+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4328_ROD/PIPE-DEPTH: 12.2 meters
 DM4328
 DM4328  HISTORY     - Date     Condition        Report By
 DM4328  HISTORY     - 2006     MONUMENTED       MNDT
 DM4328
 DM4328                          STATION DESCRIPTION
 DM4328
 DM4328'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4328'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF KERKHOVEN,
 DM4328'6.5 MI (10.5 KM) NORTH OF RAYMOND AND 3.7 MI (6.0 KM) SOUTHWEST OF
 DM4328'PENNOCK.
 DM4328' 
 DM4328'TO REACH TO THE MARK GO 8.2 MI (13.2 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4328'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 AT WILLMAR,
 DM4328'58.5 FT (17.8 M) NORTH OF TRUNK HIGHWAY 40, 54.0 FT (16.5 M) EAST OF
 DM4328'COUNTY ROAD 7, 20.5 FT (6.2 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3
 DM4328'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4329 ***********************************************************************
 DM4329  DESIGNATION -  3409 H
 DM4329  PID         -  DM4329
 DM4329  STATE/COUNTY-  MN/KANDIYOHI
 DM4329  COUNTRY     -  US
 DM4329  USGS QUAD   -  RAYMOND (1958)
 DM4329
 DM4329                         *CURRENT SURVEY CONTROL
 DM4329  ______________________________________________________________________
 DM4329* NAD 83(1986) POSITION- 45 06 32.     (N) 095 14 47.     (W)   SCALED    
 DM4329* NAVD 88 ORTHO HEIGHT -   334.943  (meters)    1098.89  (feet) ADJUSTED  
 DM4329  ______________________________________________________________________
 DM4329  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DM4329  DYNAMIC HEIGHT  -        334.917 (meters)     1098.81  (feet) COMP
 DM4329  MODELED GRAVITY -    980,530.5   (mgal)                       NAVD 88
 DM4329
 DM4329  VERT ORDER      -  SECOND    CLASS I
 DM4329
 DM4329.The horizontal coordinates were scaled from a topographic map and have
 DM4329.an estimated accuracy of +/- 6 seconds.
 DM4329.
 DM4329.The orthometric height was determined by differential leveling and
 DM4329.adjusted in February 2011.
 DM4329
 DM4329.The dynamic height is computed by dividing the NAVD 88
 DM4329.geopotential number by the normal gravity value computed on the
 DM4329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4329.degrees latitude (g = 980.6199 gals.).
 DM4329
 DM4329.The modeled gravity was interpolated from observed gravity values.
 DM4329
 DM4329;                    North         East    Units  Estimated Accuracy
 DM4329;SPC MN S     -   335,080.      701,920.      MT  (+/- 180 meters Scaled)
 DM4329
 DM4329                          SUPERSEDED SURVEY CONTROL
 DM4329
 DM4329.No superseded survey control is available for this station.
 DM4329
 DM4329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK232975(NAD 83)
 DM4329
 DM4329_MARKER: DD = SURVEY DISK
 DM4329_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4329_STAMPING: 3409 H 2006
 DM4329_MARK LOGO: MNDT  
 DM4329_PROJECTION: RECESSED 8 CENTIMETERS
 DM4329_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4329+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4329_ROD/PIPE-DEPTH:  6.1 meters
 DM4329
 DM4329  HISTORY     - Date     Condition        Report By
 DM4329  HISTORY     - 2006     MONUMENTED       MNDT
 DM4329
 DM4329                          STATION DESCRIPTION
 DM4329
 DM4329'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4329'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF
 DM4329'KERKHOVEN, 6.4 MI (10.3 KM) NORTH OF RAYMOND AND 4.4 MI (7.1 KM)
 DM4329'SOUTHWEST OF PENNOCK.
 DM4329' 
 DM4329'TO REACH TO THE MARK GO 9.2 MI (14.8 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4329'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 IN WILLMAR,
 DM4329'AT TRUNK HIGHWAY 40 MILE POINT 64.70, 55.0 FT (16.8 M) NORTH OF TRUNK
 DM4329'HIGHWAY 40, 51.55 FT (15.7 M) EAST OF COUNTY ROAD 65 (COUNTYLINE),
 DM4329'33.0 FT (10.1 M) SOUTH OF POWER-POLE WITH GUY WIRE, 1.0 FT (0.3 M)
 DM4329'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4330 ***********************************************************************
 DM4330  DESIGNATION -  3409 H 1
 DM4330  PID         -  DM4330
 DM4330  STATE/COUNTY-  MN/KANDIYOHI
 DM4330  COUNTRY     -  US
 DM4330  USGS QUAD   -  PENNOCK (1958)
 DM4330
 DM4330                         *CURRENT SURVEY CONTROL
 DM4330  ______________________________________________________________________
 DM4330* NAD 83(1986) POSITION- 45 08 16.     (N) 095 13 38.     (W)   SCALED    
 DM4330* NAVD 88 ORTHO HEIGHT -   337.499  (meters)    1107.28  (feet) ADJUSTED  
 DM4330  ______________________________________________________________________
 DM4330  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DM4330  DYNAMIC HEIGHT  -        337.473 (meters)     1107.19  (feet) COMP
 DM4330  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 DM4330
 DM4330  VERT ORDER      -  SECOND    CLASS I
 DM4330
 DM4330.The horizontal coordinates were scaled from a topographic map and have
 DM4330.an estimated accuracy of +/- 6 seconds.
 DM4330.
 DM4330.The orthometric height was determined by differential leveling and
 DM4330.adjusted in February 2011.
 DM4330
 DM4330.The dynamic height is computed by dividing the NAVD 88
 DM4330.geopotential number by the normal gravity value computed on the
 DM4330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4330.degrees latitude (g = 980.6199 gals.).
 DM4330
 DM4330.The modeled gravity was interpolated from observed gravity values.
 DM4330
 DM4330;                    North         East    Units  Estimated Accuracy
 DM4330;SPC MN S     -   338,260.      703,480.      MT  (+/- 180 meters Scaled)
 DM4330
 DM4330                          SUPERSEDED SURVEY CONTROL
 DM4330
 DM4330.No superseded survey control is available for this station.
 DM4330
 DM4330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL248006(NAD 83)
 DM4330
 DM4330_MARKER: DD = SURVEY DISK
 DM4330_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4330_STAMPING: 3409 H 1 2006
 DM4330_MARK LOGO: MNDT  
 DM4330_PROJECTION: FLUSH
 DM4330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4330+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4330_ROD/PIPE-DEPTH:  7.6 meters
 DM4330
 DM4330  HISTORY     - Date     Condition        Report By
 DM4330  HISTORY     - 2006     MONUMENTED       MNDT
 DM4330
 DM4330                          STATION DESCRIPTION
 DM4330
 DM4330'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4330'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF RAYMOND, 5.9 MI
 DM4330'(9.5 KM) SOUTHEAST OF KERKHOVEN AND 2.6 MI (4.2 KM) WEST-SOUTHWEST OF
 DM4330'PENNOCK.
 DM4330' 
 DM4330'TO REACH TO THE MARK GO 9.2 MI (14.8 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4330'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 AT WILLMAR,
 DM4330'TO TRUNK HIGHWAY 40 MILE POINT 64.70, THEN 2.0 MI (3.2 KM) NORTH ON
 DM4330'COUNTY ROAD 65 (COUNTY LINE), THEN 1.0 MI (1.6 KM) EAST ON 15TH AVENUE
 DM4330'NORTHWEST, 64.5 FT (19.7 M) SOUTH OF 15TH AVENUE NORTHWEST, 51.5 FT
 DM4330'(15.7 M) WEST OF 135TH STREET NORTHWEST, 5.8 FT (1.8 M) SOUTH OF CABLE
 DM4330'BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4322 ***********************************************************************
 DM4322  DESIGNATION -  3409 J
 DM4322  PID         -  DM4322
 DM4322  STATE/COUNTY-  MN/KANDIYOHI
 DM4322  COUNTRY     -  US
 DM4322  USGS QUAD   -  WILLMAR (1994)
 DM4322
 DM4322                         *CURRENT SURVEY CONTROL
 DM4322  ______________________________________________________________________
 DM4322* NAD 83(1986) POSITION- 45 06 35.     (N) 095 06 52.     (W)   SCALED    
 DM4322* NAVD 88 ORTHO HEIGHT -   340.432  (meters)    1116.90  (feet) ADJUSTED  
 DM4322  ______________________________________________________________________
 DM4322  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DM4322  DYNAMIC HEIGHT  -        340.407 (meters)     1116.82  (feet) COMP
 DM4322  MODELED GRAVITY -    980,532.9   (mgal)                       NAVD 88
 DM4322
 DM4322  VERT ORDER      -  SECOND    CLASS I
 DM4322
 DM4322.The horizontal coordinates were scaled from a topographic map and have
 DM4322.an estimated accuracy of +/- 6 seconds.
 DM4322.
 DM4322.The orthometric height was determined by differential leveling and
 DM4322.adjusted in February 2011.
 DM4322
 DM4322.The dynamic height is computed by dividing the NAVD 88
 DM4322.geopotential number by the normal gravity value computed on the
 DM4322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4322.degrees latitude (g = 980.6199 gals.).
 DM4322
 DM4322.The modeled gravity was interpolated from observed gravity values.
 DM4322
 DM4322;                    North         East    Units  Estimated Accuracy
 DM4322;SPC MN S     -   335,020.      712,300.      MT  (+/- 180 meters Scaled)
 DM4322
 DM4322                          SUPERSEDED SURVEY CONTROL
 DM4322
 DM4322.No superseded survey control is available for this station.
 DM4322
 DM4322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK336973(NAD 83)
 DM4322
 DM4322_MARKER: DB = BENCH MARK DISK
 DM4322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4322_STAMPING: 3407 J 2006
 DM4322_MARK LOGO: MNDT  
 DM4322_PROJECTION: FLUSH
 DM4322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4322+STABILITY: SURFACE MOTION
 DM4322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4322+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4322
 DM4322  HISTORY     - Date     Condition        Report By
 DM4322  HISTORY     - 2006     MONUMENTED       MNDT
 DM4322
 DM4322                          STATION DESCRIPTION
 DM4322
 DM4322'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4322'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF RAYMOND,
 DM4322'4.0 MI (6.4 KM) SOUTHEAST OF PENNOCK AND 3.6 MI (5.8 KM)
 DM4322'WEST-SOUTHWEST OF WILLMAR.
 DM4322' 
 DM4322'TO REACH TO THE MARK GO 2.0 MI (3.2 KM) WEST OF WILLMAR, 2.70 MI (4.3
 DM4322'KM) SOUTHWEST AND SOUTH ALONG TRUNK HIGHWAY 40 FROM THE JUNCTION OF
 DM4322'TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12 IN WILLMAR, AT TRUNK HIGHWAY 40
 DM4322'MILE POINT 71.20, 59.80 FT (18.2 M) SOUTH OF TRUNK HIGHWAY 40, 4.0 FT
 DM4322'(1.2 M) WEST OF RIGHT OF WAY POST, 1.0 FT (0.3 M) NORTH OF A WITNESS
 DM4322'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4323 ***********************************************************************
 DM4323  DESIGNATION -  3409 K
 DM4323  PID         -  DM4323
 DM4323  STATE/COUNTY-  MN/KANDIYOHI
 DM4323  COUNTRY     -  US
 DM4323  USGS QUAD   -  RAYMOND (1958)
 DM4323
 DM4323                         *CURRENT SURVEY CONTROL
 DM4323  ______________________________________________________________________
 DM4323* NAD 83(1986) POSITION- 45 06 35.     (N) 095 08 40.     (W)   SCALED    
 DM4323* NAVD 88 ORTHO HEIGHT -   338.847  (meters)    1111.70  (feet) ADJUSTED  
 DM4323  ______________________________________________________________________
 DM4323  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DM4323  DYNAMIC HEIGHT  -        338.821 (meters)     1111.62  (feet) COMP
 DM4323  MODELED GRAVITY -    980,531.3   (mgal)                       NAVD 88
 DM4323
 DM4323  VERT ORDER      -  SECOND    CLASS I
 DM4323
 DM4323.The horizontal coordinates were scaled from a topographic map and have
 DM4323.an estimated accuracy of +/- 6 seconds.
 DM4323.
 DM4323.The orthometric height was determined by differential leveling and
 DM4323.adjusted in February 2011.
 DM4323
 DM4323.The dynamic height is computed by dividing the NAVD 88
 DM4323.geopotential number by the normal gravity value computed on the
 DM4323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4323.degrees latitude (g = 980.6199 gals.).
 DM4323
 DM4323.The modeled gravity was interpolated from observed gravity values.
 DM4323
 DM4323;                    North         East    Units  Estimated Accuracy
 DM4323;SPC MN S     -   335,050.      709,940.      MT  (+/- 180 meters Scaled)
 DM4323
 DM4323                          SUPERSEDED SURVEY CONTROL
 DM4323
 DM4323.No superseded survey control is available for this station.
 DM4323
 DM4323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK313973(NAD 83)
 DM4323
 DM4323_MARKER: DB = BENCH MARK DISK
 DM4323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4323_STAMPING: 3409 K 2006
 DM4323_MARK LOGO: MNDT  
 DM4323_PROJECTION: FLUSH
 DM4323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4323+STABILITY: SURFACE MOTION
 DM4323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4323+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4323
 DM4323  HISTORY     - Date     Condition        Report By
 DM4323  HISTORY     - 2006     MONUMENTED       MNDT
 DM4323
 DM4323                          STATION DESCRIPTION
 DM4323
 DM4323'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4323'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHEAST OF RAYMOND,
 DM4323'5.0 MI (8.0 KM) WEST OF WILLMAR AND 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF
 DM4323'PENNOCK.
 DM4323' 
 DM4323'TO REACH TO THE MARK GO 4.2 MI (6.8 KM) SOUTHWEST AND WEST ALONG TRUNK
 DM4323'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 12
 DM4323'IN WILLMAR, AT TRUNK HIGHWAY 40 MILE POINT 69.70, 131.0 FT (39.9 M)
 DM4323'EAST OF COUNTY ROAD 116, 58.0 FT (17.7 M) SOUTH OF TRUNK HIGHWAY 40,
 DM4323'9.6 FT (2.9 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF CABLE VAULT,
 DM4323'3.2 FT (1.0 M) WEST OF RIGHT OF WAY POST, 0.5 FT (15 CM) NORTH OF A
 DM4323'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1926 ***********************************************************************
 QP1926  DESIGNATION -  3410 A
 QP1926  PID         -  QP1926
 QP1926  STATE/COUNTY-  MN/KANDIYOHI
 QP1926  COUNTRY     -  US
 QP1926  USGS QUAD   -  LAKE HENRY (1967)
 QP1926
 QP1926                         *CURRENT SURVEY CONTROL
 QP1926  ______________________________________________________________________
 QP1926* NAD 83(1986) POSITION- 45 23 15.     (N) 094 45 49.     (W)   SCALED    
 QP1926* NAVD 88 ORTHO HEIGHT -   363.940  (meters)    1194.03  (feet) ADJUSTED  
 QP1926  ______________________________________________________________________
 QP1926  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 QP1926  DYNAMIC HEIGHT  -        363.917 (meters)     1193.95  (feet) COMP
 QP1926  MODELED GRAVITY -    980,543.2   (mgal)                       NAVD 88
 QP1926
 QP1926  VERT ORDER      -  SECOND    CLASS I
 QP1926
 QP1926.The horizontal coordinates were scaled from a topographic map and have
 QP1926.an estimated accuracy of +/- 6 seconds.
 QP1926.
 QP1926.The orthometric height was determined by differential leveling and
 QP1926.adjusted in June 1995.
 QP1926
 QP1926.Photographs are available for this station.
 QP1926
 QP1926.The dynamic height is computed by dividing the NAVD 88
 QP1926.geopotential number by the normal gravity value computed on the
 QP1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1926.degrees latitude (g = 980.6199 gals.).
 QP1926
 QP1926.The modeled gravity was interpolated from observed gravity values.
 QP1926
 QP1926;                    North         East    Units  Estimated Accuracy
 QP1926;SPC MN S     -   365,570.      740,200.      MT  (+/- 180 meters Scaled)
 QP1926
 QP1926                          SUPERSEDED SURVEY CONTROL
 QP1926
 QP1926.No superseded survey control is available for this station.
 QP1926
 QP1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL619275(NAD 83)
 QP1926
 QP1926_MARKER: DB = BENCH MARK DISK
 QP1926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1926_SP_SET: BOX CULVERT HEADWALL
 QP1926_STAMPING: 3410 A 1988
 QP1926_MARK LOGO: MNDT  
 QP1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1926+STABILITY: SURFACE MOTION
 QP1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1926+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 QP1926
 QP1926  HISTORY     - Date     Condition        Report By
 QP1926  HISTORY     - 1988     MONUMENTED       MNDT
 QP1926  HISTORY     - 19950531 GOOD             MNDT
 QP1926  HISTORY     - 20050522 GOOD             MNDT
 QP1926
 QP1926                          STATION DESCRIPTION
 QP1926
 QP1926'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1926'THE MARK IS LOCATED 1.9 MI (3.1 KM) WESTERLY ALOMG TRUNK HIGHWAYS 4
 QP1926'AND 55 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 23 IN THE TOWN OF
 QP1926'PAYNESVILLE, NEAR THE KANDIYOHI-STEARNS COUNTY LINE AND IN THE SE 1/4
 QP1926'OF SECTION 12, T122N, R33W.  THE MARK IS 32.7 FT (10.0 M) SOUTH OF
 QP1926'AND ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAYS 4 AND 55
 QP1926'AT HIGHWAY 55 MILEPOINT 106.65, AND 38.5 FT (11.7 M) WEST OF THE
 QP1926'CENTER OF A GRAVEL ROAD (COUNTY LINE ROAD).  THE MARK, A STANDARD
 QP1926'MNDT BENCH MARK DISK STAMPED---3410 A 1988---, IS SET IN THE
 QP1926'SOUTHEAST HEADWALL OF A BOX CULVERT.
 QP1926
 QP1926                          STATION RECOVERY (1995)
 QP1926
 QP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1926'THE MARK IS LOCATED ABOUT 1.9 MI (3.1 KM) WESTERLY ON TH 4 AND TH 55
 QP1926'FROM JCT OF TH 23, TH 4 AND TH 55 AT PAYNESVILLE TO N-S GRAVEL RD ON
 QP1926'KANDIYOHI-STEARNS CO LINE, 32.7 FT (10.0 M) SOUTH OF TH 55 AT MP
 QP1926'106.65, 38.5 FT (11.7 M) WEST OF GRAVEL RD.
 QP1926
 QP1926                          STATION RECOVERY (2005)
 QP1926
 QP1926'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1929 ***********************************************************************
 QP1929  DESIGNATION -  3410 B
 QP1929  PID         -  QP1929
 QP1929  STATE/COUNTY-  MN/KANDIYOHI
 QP1929  COUNTRY     -  US
 QP1929  USGS QUAD   -  LAKE HENRY (1967)
 QP1929
 QP1929                         *CURRENT SURVEY CONTROL
 QP1929  ______________________________________________________________________
 QP1929* NAD 83(1986) POSITION- 45 23 17.     (N) 094 46 56.     (W)   SCALED    
 QP1929* NAVD 88 ORTHO HEIGHT -   364.659  (meters)    1196.39  (feet) ADJUSTED  
 QP1929  ______________________________________________________________________
 QP1929  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 QP1929  DYNAMIC HEIGHT  -        364.636 (meters)     1196.31  (feet) COMP
 QP1929  MODELED GRAVITY -    980,542.7   (mgal)                       NAVD 88
 QP1929
 QP1929  VERT ORDER      -  SECOND    CLASS I
 QP1929
 QP1929.The horizontal coordinates were scaled from a topographic map and have
 QP1929.an estimated accuracy of +/- 6 seconds.
 QP1929.
 QP1929.The orthometric height was determined by differential leveling and
 QP1929.adjusted in June 1995.
 QP1929
 QP1929.Photographs are available for this station.
 QP1929
 QP1929.The dynamic height is computed by dividing the NAVD 88
 QP1929.geopotential number by the normal gravity value computed on the
 QP1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1929.degrees latitude (g = 980.6199 gals.).
 QP1929
 QP1929.The modeled gravity was interpolated from observed gravity values.
 QP1929
 QP1929;                    North         East    Units  Estimated Accuracy
 QP1929;SPC MN S     -   365,650.      738,740.      MT  (+/- 180 meters Scaled)
 QP1929
 QP1929                          SUPERSEDED SURVEY CONTROL
 QP1929
 QP1929.No superseded survey control is available for this station.
 QP1929
 QP1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL604276(NAD 83)
 QP1929
 QP1929_MARKER: DV = VERTICAL CONTROL DISK
 QP1929_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1929_SP_SET: BOX CULVERT
 QP1929_STAMPING: 3410 B 1988
 QP1929_MARK LOGO: MNDT  
 QP1929_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1929+STABILITY: SURFACE MOTION
 QP1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1929+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 QP1929
 QP1929  HISTORY     - Date     Condition        Report By
 QP1929  HISTORY     - 1988     MONUMENTED       MNDT
 QP1929  HISTORY     - 19950531 GOOD             MNDT
 QP1929  HISTORY     - 20050522 GOOD             MNDT
 QP1929
 QP1929                          STATION DESCRIPTION
 QP1929
 QP1929'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1929'THE MARK IS LOCATED 2.7 MI (4.3 KM) NORTHWEST AND WEST ALONG TRUNK
 QP1929'HIGHWAYS 4 AND 55 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 23 IN THE
 QP1929'TOWN OF PAYNESVILLE TO THE JUNCTION OF HIGHWAY 4 (NORTH) AND HIGHWAY
 QP1929'55 (WEST), CONTINUE WEST ALONG HIGHWAY 55 FOR 0.1 MI (0.2 KM) TO THE
 QP1929'MARK ON THE LEFT, ABOUT 0.1 MI (0.2 KM) EAST OF COUNTY ROAD 6 AND IN
 QP1929'THE SW 1/4 OF SECTION 12, T122N, R33W.  THE MARK IS 28.5 FT (8.7 M)
 QP1929'SOUTH OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY
 QP1929'55 AT MILEPOINT 105.8, 93.9 FT (28.6 M) NORTH OF THE NORTH RAIL OF
 QP1929'THE SOO LINE RAILROAD TRACKS AND 45.8 FT (14.0 M) NORTH OF A STEEL
 QP1929'POST OF A CABLE WARNING SIGN.  THE MARK, A STANDARD MNDT BENCH MARK
 QP1929'DISK STAMPED---3410 B 1988---, IS SET IN A DRILL HOLE IN THE TOP OF
 QP1929'THE SOUTHEAST CORNER OF A BOX CULVERT.
 QP1929
 QP1929                          STATION RECOVERY (1995)
 QP1929
 QP1929'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 QP1929'THE MARK IS LOCATED ABOUT 0.1 MI (0.2 KM) WEST OF JCT OF TH 4 AND TH
 QP1929'55, 2.7 MI (4.3 KM) NW OF PAYNESVILLE, 0.1 MI (0.2 KM) EAST OF JCT OF
 QP1929'TH 55 AND CO RD 6, 28.5 FT (8.7 M) SOUTH OF TH 55, AT TH 55 MP 105.8,
 QP1929'93.9 FT (28.6 M) NORTH OF NORTH RAIL OF RR TRACKS, 45.8 FT (14.0 M)
 QP1929'NORTH OF STEEL POST FOR CABLE WARNING SIGN.
 QP1929
 QP1929                          STATION RECOVERY (2005)
 QP1929
 QP1929'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1930 ***********************************************************************
 QP1930  DESIGNATION -  3410 C
 QP1930  PID         -  QP1930
 QP1930  STATE/COUNTY-  MN/KANDIYOHI
 QP1930  COUNTRY     -  US
 QP1930  USGS QUAD   -  LAKE HENRY (1967)
 QP1930
 QP1930                         *CURRENT SURVEY CONTROL
 QP1930  ______________________________________________________________________
 QP1930* NAD 83(1986) POSITION- 45 23 56.3    (N) 094 48 40.9    (W)   HD_HELD2  
 QP1930* NAVD 88 ORTHO HEIGHT -   371.760  (meters)    1219.68  (feet) ADJUSTED  
 QP1930  ______________________________________________________________________
 QP1930  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1930  DYNAMIC HEIGHT  -        371.737 (meters)     1219.61  (feet) COMP
 QP1930  MODELED GRAVITY -    980,543.5   (mgal)                       NAVD 88
 QP1930
 QP1930  VERT ORDER      -  SECOND    CLASS I
 QP1930
 QP1930.The horizontal coordinates were established by autonomous hand held GPS
 QP1930.observations and have an estimated accuracy of +/- 10 meters.
 QP1930.
 QP1930.The orthometric height was determined by differential leveling and
 QP1930.adjusted in June 1995.
 QP1930
 QP1930.Photographs are available for this station.
 QP1930
 QP1930.The dynamic height is computed by dividing the NAVD 88
 QP1930.geopotential number by the normal gravity value computed on the
 QP1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1930.degrees latitude (g = 980.6199 gals.).
 QP1930
 QP1930.The modeled gravity was interpolated from observed gravity values.
 QP1930
 QP1930;                    North         East    Units  Estimated Accuracy
 QP1930;SPC MN S     -   366,882.      736,470.      MT  (+/- 10 meters HH2 GPS)
 QP1930
 QP1930                          SUPERSEDED SURVEY CONTROL
 QP1930
 QP1930.No superseded survey control is available for this station.
 QP1930
 QP1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5823128868(NAD 83)
 QP1930
 QP1930_MARKER: DB = BENCH MARK DISK
 QP1930_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1930_SP_SET: BOX CULVERT HEADWALL
 QP1930_STAMPING: 3410 C 1988
 QP1930_MARK LOGO: MNDT  
 QP1930_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1930+STABILITY: SURFACE MOTION
 QP1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1930+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 QP1930
 QP1930  HISTORY     - Date     Condition        Report By
 QP1930  HISTORY     - 1988     MONUMENTED       MNDT
 QP1930  HISTORY     - 20050522 GOOD             MNDT
 QP1930
 QP1930                          STATION DESCRIPTION
 QP1930
 QP1930'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1930'THE MARK IS LOCATED 2.7 MI (4.3 KM) NORTHWEST AND WEST ALONG TRUNK
 QP1930'HIGHWAYS 4 AND 55 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 23 AT THE
 QP1930'TOWN OF PAYNESVILLE TO THE JUNCTION OF HIGHWAY 4 (NORTH) AND 55
 QP1930'(WEST), CONTINUE WESTERLY ALONG HIGHWAY 55 FOR 1.8 MI (2.9 KM) TO THE
 QP1930'MARK ON THE LEFT IN THE SE 1/4 OF SECTION 3, 122N, R33W.  THE MARK IS
 QP1930'33.5 FT (10.2 M) SOUTHWEST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 QP1930'CENTERLINE OF HIGHWAY 55 AT MILEPOINT 104.15.  THE MARK, A STANDARD
 QP1930'MNDT BENCH MARK DISK STAMPED---3410 C 1988---, IS SET IN A DRILL HOLE
 QP1930'IN THE TOP OF THE SOUTHEAST CORNER OF THE HEADWALL OF A CONCRETE BOX
 QP1930'CULVERT.
 QP1930
 QP1930                          STATION RECOVERY (2005)
 QP1930
 QP1930'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1930'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1931 ***********************************************************************
 QP1931  DESIGNATION -  3410 D
 QP1931  PID         -  QP1931
 QP1931  STATE/COUNTY-  MN/KANDIYOHI
 QP1931  COUNTRY     -  US
 QP1931  USGS QUAD   -  LAKE HENRY (1967)
 QP1931
 QP1931                         *CURRENT SURVEY CONTROL
 QP1931  ______________________________________________________________________
 QP1931* NAD 83(1986) POSITION- 45 24 19.9    (N) 094 49 29.5    (W)   HD_HELD2  
 QP1931* NAVD 88 ORTHO HEIGHT -   372.996  (meters)    1223.74  (feet) ADJUSTED  
 QP1931  ______________________________________________________________________
 QP1931  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1931  DYNAMIC HEIGHT  -        372.973 (meters)     1223.66  (feet) COMP
 QP1931  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 QP1931
 QP1931  VERT ORDER      -  SECOND    CLASS I
 QP1931
 QP1931.The horizontal coordinates were established by autonomous hand held GPS
 QP1931.observations and have an estimated accuracy of +/- 10 meters.
 QP1931.
 QP1931.The orthometric height was determined by differential leveling and
 QP1931.adjusted in June 1995.
 QP1931
 QP1931.Photographs are available for this station.
 QP1931
 QP1931.The dynamic height is computed by dividing the NAVD 88
 QP1931.geopotential number by the normal gravity value computed on the
 QP1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1931.degrees latitude (g = 980.6199 gals.).
 QP1931
 QP1931.The modeled gravity was interpolated from observed gravity values.
 QP1931
 QP1931;                    North         East    Units  Estimated Accuracy
 QP1931;SPC MN S     -   367,621.      735,421.      MT  (+/- 10 meters HH2 GPS)
 QP1931
 QP1931                          SUPERSEDED SURVEY CONTROL
 QP1931
 QP1931.No superseded survey control is available for this station.
 QP1931
 QP1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5719129620(NAD 83)
 QP1931
 QP1931_MARKER: DB = BENCH MARK DISK
 QP1931_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1931_SP_SET: BOX CULVERT HEADWALL
 QP1931_STAMPING: 3410 D 1988
 QP1931_MARK LOGO: MNDT  
 QP1931_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1931+STABILITY: SURFACE MOTION
 QP1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1931+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 QP1931
 QP1931  HISTORY     - Date     Condition        Report By
 QP1931  HISTORY     - 1988     MONUMENTED       MNDT
 QP1931  HISTORY     - 20050522 GOOD             MNDT
 QP1931
 QP1931                          STATION DESCRIPTION
 QP1931
 QP1931'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1931'THE MARK IS LOCATED 2.7 MI (4.3 KM) NORTHWEST AND WEST ALONG TRUNK
 QP1931'HIGHWAYS 4 AND 55 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 23 IN THE
 QP1931'TOWN OF PAYNESVILLE TO THE JUNCTION OF HIGHWAY 4 (NORTH) AND HIGHWAY
 QP1931'55 (WEST), CONTINUE WESTERLY ALONG HIGHWAY 55 FOR 2.65 MI (4.26 KM)
 QP1931'TO MARK ON THE LEFT, NEAR A NORTH-SOUTH GRAVEL ROAD CROSSING AND IN
 QP1931'THE SW 1/4 OF SECTION 3, T122N, R33W.  THE MARK IS 33.5 FT (10.2 M)
 QP1931'SOUTH OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY
 QP1931'55 AT MILEPOINT 103.3, 33.0 FT (10.1 M) EAST OF THE CENTER OF A
 QP1931'GRAVEL ROAD, 43.5 FT (13.3 M) NORTHWEST OF A STEEL POST FOR CABLE
 QP1931'WARNING SIGN, AND 35.1 FT (10.7 M) WEST-NORTHWEST OF TELEPHONE CABLE
 QP1931'PEDESTAL NUMBER 459.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1931'STAMPED---3410 D 1988---, IS SET IN A DRILL HOLE IN THE TOP OF
 QP1931'SOUTHEAST CORNER OF THE HEADWALL OF A CONCRETE BOX CULVERT.
 QP1931
 QP1931                          STATION RECOVERY (2005)
 QP1931
 QP1931'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1931'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1932 ***********************************************************************
 QP1932  DESIGNATION -  3410 E
 QP1932  PID         -  QP1932
 QP1932  STATE/COUNTY-  MN/KANDIYOHI
 QP1932  COUNTRY     -  US
 QP1932  USGS QUAD   -  LAKE HENRY (1967)
 QP1932
 QP1932                         *CURRENT SURVEY CONTROL
 QP1932  ______________________________________________________________________
 QP1932* NAD 83(1986) POSITION- 45 23 51.0    (N) 094 49 29.4    (W)   HD_HELD2  
 QP1932* NAVD 88 ORTHO HEIGHT -   368.799  (meters)    1209.97  (feet) ADJUSTED  
 QP1932  ______________________________________________________________________
 QP1932  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 QP1932  DYNAMIC HEIGHT  -        368.775 (meters)     1209.89  (feet) COMP
 QP1932  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 QP1932
 QP1932  VERT ORDER      -  SECOND    CLASS I
 QP1932
 QP1932.The horizontal coordinates were established by autonomous hand held GPS
 QP1932.observations and have an estimated accuracy of +/- 10 meters.
 QP1932.
 QP1932.The orthometric height was determined by differential leveling and
 QP1932.adjusted in June 1995.
 QP1932
 QP1932.Photographs are available for this station.
 QP1932
 QP1932.The dynamic height is computed by dividing the NAVD 88
 QP1932.geopotential number by the normal gravity value computed on the
 QP1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1932.degrees latitude (g = 980.6199 gals.).
 QP1932
 QP1932.The modeled gravity was interpolated from observed gravity values.
 QP1932
 QP1932;                    North         East    Units  Estimated Accuracy
 QP1932;SPC MN S     -   366,729.      735,414.      MT  (+/- 10 meters HH2 GPS)
 QP1932
 QP1932                          SUPERSEDED SURVEY CONTROL
 QP1932
 QP1932.No superseded survey control is available for this station.
 QP1932
 QP1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5717328728(NAD 83)
 QP1932
 QP1932_MARKER: DB = BENCH MARK DISK
 QP1932_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP1932_SP_SET: BRIDGE ABUTMENT
 QP1932_STAMPING: 3410 E 1988
 QP1932_MARK LOGO: MNDT  
 QP1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1932+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 QP1932
 QP1932  HISTORY     - Date     Condition        Report By
 QP1932  HISTORY     - 1988     MONUMENTED       MNDT
 QP1932  HISTORY     - 20050522 GOOD             MNDT
 QP1932
 QP1932                          STATION DESCRIPTION
 QP1932
 QP1932'DESCRIBED BY MN DEPT OF TRANSP 1988
 QP1932'THE MARK IS LOCATED 2.7 MI (4.3 KM) NORTHWEST AND WEST ALONG TRUNK
 QP1932'HIGHWAYS 4 AND 55 FROM THEIR JUNCTION WITH TRUNK HIGHWAY 23 IN THE
 QP1932'TOWN OF PAYNESVILLE TO THE JUNCTION OF TRUNK HIGHWAY 4 (NORTH) AND 55
 QP1932'(WEST), THEN CONTINUE WESTERLY ALONG HIGHWAY 55 FOR 2.65 MI
 QP1932'(4.26 KM) TO A GRAVEL ROAD CROSSING (COUNTY ROAD 2), THEN SOUTH ALONG
 QP1932'THE COUNTY ROAD FOR 0.55 MI (0.89 KM) TO BRIDGE NUMBER 34517 (COUNTY
 QP1932'ROAD 2 OVER THE NORTH FORK OF THE CROW RIVER) IN THE NW 1/4 OF
 QP1932'SECTION 10, T122 N, R33W.  THE MARK IS 13.0 FT (4.0 M) EAST OF AND
 QP1932'ABOUT 0.5 FT (0.2 M) LOWER THAN THE CENTER OF THE GRAVEL ROAD.  THE
 QP1932'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---3410 E 1988---, SET
 QP1932'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH
 QP1932'ABUTMENT OF THE BRIDGE.
 QP1932
 QP1932                          STATION RECOVERY (2005)
 QP1932
 QP1932'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 QP1932'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7521 ***********************************************************************
 DK7521  DESIGNATION -  3410 F
 DK7521  PID         -  DK7521
 DK7521  STATE/COUNTY-  MN/KANDIYOHI
 DK7521  COUNTRY     -  US
 DK7521  USGS QUAD   -  LAKE HENRY (1967)
 DK7521
 DK7521                         *CURRENT SURVEY CONTROL
 DK7521  ______________________________________________________________________
 DK7521* NAD 83(1986) POSITION- 45 24 44.3    (N) 094 52 27.2    (W)   HD_HELD2  
 DK7521* NAVD 88 ORTHO HEIGHT -   370.691  (meters)    1216.18  (feet) ADJUSTED  
 DK7521  ______________________________________________________________________
 DK7521  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DK7521  DYNAMIC HEIGHT  -        370.668 (meters)     1216.10  (feet) COMP
 DK7521  MODELED GRAVITY -    980,544.9   (mgal)                       NAVD 88
 DK7521
 DK7521  VERT ORDER      -  SECOND    CLASS I
 DK7521
 DK7521.The horizontal coordinates were established by autonomous hand held GPS
 DK7521.observations and have an estimated accuracy of +/- 10 meters.
 DK7521.
 DK7521.The orthometric height was determined by differential leveling and
 DK7521.adjusted in February 2009.
 DK7521
 DK7521.Photographs are available for this station.
 DK7521
 DK7521.The dynamic height is computed by dividing the NAVD 88
 DK7521.geopotential number by the normal gravity value computed on the
 DK7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7521.degrees latitude (g = 980.6199 gals.).
 DK7521
 DK7521.The modeled gravity was interpolated from observed gravity values.
 DK7521
 DK7521;                    North         East    Units  Estimated Accuracy
 DK7521;SPC MN S     -   368,415.      731,564.      MT  (+/- 10 meters HH2 GPS)
 DK7521
 DK7521                          SUPERSEDED SURVEY CONTROL
 DK7521
 DK7521.No superseded survey control is available for this station.
 DK7521
 DK7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5334630462(NAD 83)
 DK7521
 DK7521_MARKER: DB = BENCH MARK DISK
 DK7521_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7521_SP_SET: BOX CULVERT
 DK7521_STAMPING: 3410 F 2004
 DK7521_MARK LOGO: MNDT  
 DK7521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7521+STABILITY: SURFACE MOTION
 DK7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7521+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 DK7521
 DK7521  HISTORY     - Date     Condition        Report By
 DK7521  HISTORY     - 2004     MONUMENTED       MNDT
 DK7521  HISTORY     - 20041124 GOOD             MNDT
 DK7521
 DK7521                          STATION DESCRIPTION
 DK7521
 DK7521'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DK7521'THE MARK IS LOCATED ABOUT 5.1 MI (8.1 KM) SOUTHWEST OF LAKE HENRY, 5.0
 DK7521'MI (8.1 KM) NORTH-NORTHWEST OF HAWICK AND 2.8 MI (4.5 KM)
 DK7521'EAST-SOUTHEAST OF GEORGEVILLE.
 DK7521' 
 DK7521'THE MARK IS 1.50 MI (2.4 KM) WEST-NORTHWEST OF REGAL, IN HEADWALL BOX
 DK7521'CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY HEADWALL BOX CULVERT
 DK7521'NUMBER 8980 OVER CREEK, 1.45 MI (2.3 KM) WEST-NORTHWEST ALONG TRUNK
 DK7521'HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 2 IN
 DK7521'REGAL, AT TRUNK HIGHWAY MILE POINT 100.80, 24.0 FT (7.3 M) SOUTHWEST
 DK7521'OF TRUNK HIGHWAY 55.  DISK IS SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7522 ***********************************************************************
 DK7522  DESIGNATION -  3410 G
 DK7522  PID         -  DK7522
 DK7522  STATE/COUNTY-  MN/KANDIYOHI
 DK7522  COUNTRY     -  US
 DK7522  USGS QUAD   -  LAKE HENRY (1967)
 DK7522
 DK7522                         *CURRENT SURVEY CONTROL
 DK7522  ______________________________________________________________________
 DK7522* NAD 83(1986) POSITION- 45 24 36.3    (N) 094 52 04.3    (W)   HD_HELD2  
 DK7522* NAVD 88 ORTHO HEIGHT -   372.212  (meters)    1221.17  (feet) ADJUSTED  
 DK7522  ______________________________________________________________________
 DK7522  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DK7522  DYNAMIC HEIGHT  -        372.190 (meters)     1221.09  (feet) COMP
 DK7522  MODELED GRAVITY -    980,544.5   (mgal)                       NAVD 88
 DK7522
 DK7522  VERT ORDER      -  SECOND    CLASS I
 DK7522
 DK7522.The horizontal coordinates were established by autonomous hand held GPS
 DK7522.observations and have an estimated accuracy of +/- 10 meters.
 DK7522.
 DK7522.The orthometric height was determined by differential leveling and
 DK7522.adjusted in February 2009.
 DK7522
 DK7522.Photographs are available for this station.
 DK7522
 DK7522.The dynamic height is computed by dividing the NAVD 88
 DK7522.geopotential number by the normal gravity value computed on the
 DK7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7522.degrees latitude (g = 980.6199 gals.).
 DK7522
 DK7522.The modeled gravity was interpolated from observed gravity values.
 DK7522
 DK7522;                    North         East    Units  Estimated Accuracy
 DK7522;SPC MN S     -   368,162.      732,060.      MT  (+/- 10 meters HH2 GPS)
 DK7522
 DK7522                          SUPERSEDED SURVEY CONTROL
 DK7522
 DK7522.No superseded survey control is available for this station.
 DK7522
 DK7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5383830204(NAD 83)
 DK7522
 DK7522_MARKER: DD = SURVEY DISK
 DK7522_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7522_SP_SET: BOX CULVERT
 DK7522_STAMPING: 3410 G 2004
 DK7522_MARK LOGO: MNDT  
 DK7522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7522+STABILITY: SURFACE MOTION
 DK7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7522+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 DK7522
 DK7522  HISTORY     - Date     Condition        Report By
 DK7522  HISTORY     - 2004     MONUMENTED       MNDT
 DK7522  HISTORY     - 20041124 GOOD             MNDT
 DK7522
 DK7522                          STATION DESCRIPTION
 DK7522
 DK7522'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DK7522'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF LAKE HENRY, 4.7
 DK7522'MI (7.6 KM) NORTH-NORTHWEST OF HAWICK AND 3.2 MI (5.1 KM)
 DK7522'EAST-SOUTHEAST OF GEORGEVILLE, AND IS 1.0 MI (1.6 KM) WEST OF REGAL.
 DK7522' 
 DK7522'MARK SET IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 55 BRIDGE
 DK7522'NUMBER 34021 OVER NORTH FORK OF CROW RIVER, 1.15 MI (1.9 KM) WEST
 DK7522'ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND
 DK7522'COUNTY ROAD 2 IN REGAL, AT TRUNK HIGHWAY 55 MILE POINT 101.10, 24 FT
 DK7522'(7.3 M) SOUTHWEST OF TRUNK HIGHWAY 55.  DISK IS SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7523 ***********************************************************************
 DK7523  DESIGNATION -  3410 H
 DK7523  PID         -  DK7523
 DK7523  STATE/COUNTY-  MN/KANDIYOHI
 DK7523  COUNTRY     -  US
 DK7523  USGS QUAD   -  LAKE HENRY (1967)
 DK7523
 DK7523                         *CURRENT SURVEY CONTROL
 DK7523  ______________________________________________________________________
 DK7523* NAD 83(1986) POSITION- 45 24 21.3    (N) 094 50 14.4    (W)   HD_HELD2  
 DK7523* NAVD 88 ORTHO HEIGHT -   371.489  (meters)    1218.79  (feet) ADJUSTED  
 DK7523  ______________________________________________________________________
 DK7523  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DK7523  DYNAMIC HEIGHT  -        371.466 (meters)     1218.72  (feet) COMP
 DK7523  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 DK7523
 DK7523  VERT ORDER      -  SECOND    CLASS I
 DK7523
 DK7523.The horizontal coordinates were established by autonomous hand held GPS
 DK7523.observations and have an estimated accuracy of +/- 10 meters.
 DK7523.
 DK7523.The orthometric height was determined by differential leveling and
 DK7523.adjusted in February 2009.
 DK7523
 DK7523.Photographs are available for this station.
 DK7523
 DK7523.The dynamic height is computed by dividing the NAVD 88
 DK7523.geopotential number by the normal gravity value computed on the
 DK7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7523.degrees latitude (g = 980.6199 gals.).
 DK7523
 DK7523.The modeled gravity was interpolated from observed gravity values.
 DK7523
 DK7523;                    North         East    Units  Estimated Accuracy
 DK7523;SPC MN S     -   367,674.      734,445.      MT  (+/- 10 meters HH2 GPS)
 DK7523
 DK7523                          SUPERSEDED SURVEY CONTROL
 DK7523
 DK7523.No superseded survey control is available for this station.
 DK7523
 DK7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5621629686(NAD 83)
 DK7523
 DK7523_MARKER: DB = BENCH MARK DISK
 DK7523_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7523_SP_SET: BOX CULVERT HEADWALL
 DK7523_STAMPING: 3410 H 2004
 DK7523_MARK LOGO: MNDT  
 DK7523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7523+STABILITY: SURFACE MOTION
 DK7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7523+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2004
 DK7523
 DK7523  HISTORY     - Date     Condition        Report By
 DK7523  HISTORY     - 2004     MONUMENTED       MNDT
 DK7523  HISTORY     - 20041124 GOOD             MNDT
 DK7523
 DK7523                          STATION DESCRIPTION
 DK7523
 DK7523'DESCRIBED BY MN DEPT OF TRANSP 2004 (WAS)
 DK7523'THE MARK IS LOCATED ABOUT 4.6 MI (7.5 KM) EAST-SOUTHEAST OF
 DK7523'GEORGEVILLE, 4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF LAKE HENRY AND 4.0 MI
 DK7523'(6.5 KM) NORTH OF HAWICK.  THE MARK IS 0.5 MI (0.8 KM) EAST OF REGAL.
 DK7523' 
 DK7523'MARK SET IN SOUTHEAST CORNER OF TRUNK HIGHWAY 55 HEADWALL BOX CULVERT,
 DK7523'0.40 MI (0.6 KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE
 DK7523'JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 2 IN REGAL, AT TRUNK
 DK7523'HIGHWAY 55 MILE POINT 102.65, 24.0 FT (7.3 M) SOUTHWEST OF TRUNK
 DK7523'HIGHWAY 55.  DISK IS SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0331 ***********************************************************************
 PQ0331  DESIGNATION -  3411 A RESET
 PQ0331  PID         -  PQ0331
 PQ0331  STATE/COUNTY-  MN/KANDIYOHI
 PQ0331  COUNTRY     -  US
 PQ0331  USGS QUAD   -  BLOMKEST (1965)
 PQ0331
 PQ0331                         *CURRENT SURVEY CONTROL
 PQ0331  ______________________________________________________________________
 PQ0331* NAD 83(1986) POSITION- 44 56 06.     (N) 095 02 39.     (W)   SCALED    
 PQ0331* NAVD 88 ORTHO HEIGHT -   338.947  (meters)    1112.03  (feet) ADJUSTED  
 PQ0331  ______________________________________________________________________
 PQ0331  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 PQ0331  DYNAMIC HEIGHT  -        338.919 (meters)     1111.94  (feet) COMP
 PQ0331  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 PQ0331
 PQ0331  VERT ORDER      -  SECOND    CLASS 0
 PQ0331
 PQ0331.The horizontal coordinates were scaled from a topographic map and have
 PQ0331.an estimated accuracy of +/- 6 seconds.
 PQ0331.
 PQ0331.The orthometric height was determined by differential leveling and
 PQ0331.adjusted in June 1991.
 PQ0331
 PQ0331.The dynamic height is computed by dividing the NAVD 88
 PQ0331.geopotential number by the normal gravity value computed on the
 PQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0331.degrees latitude (g = 980.6199 gals.).
 PQ0331
 PQ0331.The modeled gravity was interpolated from observed gravity values.
 PQ0331
 PQ0331;                    North         East    Units  Estimated Accuracy
 PQ0331;SPC MN S     -   315,530.      717,580.      MT  (+/- 180 meters Scaled)
 PQ0331
 PQ0331                          SUPERSEDED SURVEY CONTROL
 PQ0331
 PQ0331  NGVD 29 (??/??/92)  338.784  (m)         1111.49   (f) ADJ UNCH    2 0
 PQ0331
 PQ0331.Superseded values are not recommended for survey control.
 PQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0331.See file dsdata.txt to determine how the superseded data were derived.
 PQ0331
 PQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK387777(NAD 83)
 PQ0331
 PQ0331_MARKER: DB = BENCH MARK DISK
 PQ0331_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0331_SP_SET: CONCRETE SIGN BASE
 PQ0331_STAMPING: 3411 A 1972 RESET
 PQ0331_MARK LOGO: MNHD  
 PQ0331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0331+STABILITY: SURFACE MOTION
 PQ0331
 PQ0331  HISTORY     - Date     Condition        Report By
 PQ0331  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0331  HISTORY     - 19780724 GOOD             MNDT
 PQ0331
 PQ0331                          STATION DESCRIPTION
 PQ0331
 PQ0331'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0331'1.5 MI SW FROM BLOMKEST.
 PQ0331'DISK IS LOCATED IN THE SOUTHEAST CORNER OF THE FOUNDATION OF A SKELLY
 PQ0331'SERVICE STATION SIGN IN THE SOUTHWEST CORNER OF THE JCT. OF T.H. 7 AND
 PQ0331'71, FLUSH WITH THE FOUNDATION, 104 FEET WEST OF THE CENTERLINE OF T.H.
 PQ0331'71 (STATION 586+39), AND 147 FEET SOUTH OF THE CENTERLINE OF T.H. 7, 7
 PQ0331'INCHES ABOVE THE GROUND AT MILE POINT 110.2.  NE 1/4 SECTION 22, T
 PQ0331'117N, R 35W.
 PQ0331
 PQ0331                          STATION RECOVERY (1978)
 PQ0331
 PQ0331'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0331'THE MARK IS IN THE SOUTHWEST CORNER OF THE JUNCTION OF TRUNK HIGHWAY
 PQ0331'7 AND TRUNK HIGHWAY 71 SOUTHWEST OF BLOMKEST, IN THE NE 1/4 OF
 PQ0331'SECTION 22, T117N, R35W, NEAR TRUNK HIGHWAY 7 MILEPOINT 107.3.  THE
 PQ0331'MARK IS IN THE TOP OF THE EAST CORNER OF A 3-FOOT SQUARE CONCRETE
 PQ0331'BASE OF A SKELLY FUEL STOP SIGN, 104.5 FEET (31.9 M) WEST OF THE
 PQ0331'CENTERLINE OF TRUNK HIGHWAY 71, 148 FEET (45.1 M) SOUTH OF THE
 PQ0331'CENTERLINE OF TRUNK HIGHWAY 7, 20.5 FEET (6.2 M) NORTHWEST OF A POWER
 PQ0331'POLE WITH A YARD LIGHT, AND 10 FEET (3.0 M) NORTHEAST OF THE
 PQ0331'NORTHEAST EDGE OF A DRIVEWAY.  THE MARK, A STANDARD MNHD BENCH MARK
 PQ0331'DISK STAMPED---3411 A 1972 RESET---, IS SET IN A DRILL HOLE IN THE
 PQ0331'SIGN BASE THAT IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF THE HIGHWAY
 PQ0331'INTERSECTION AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE LAWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1805 ***********************************************************************
 PQ1805  DESIGNATION -  3411 C RESET
 PQ1805  PID         -  PQ1805
 PQ1805  STATE/COUNTY-  MN/KANDIYOHI
 PQ1805  COUNTRY     -  US
 PQ1805  USGS QUAD   -  BLOMKEST (1965)
 PQ1805
 PQ1805                         *CURRENT SURVEY CONTROL
 PQ1805  ______________________________________________________________________
 PQ1805* NAD 83(1986) POSITION- 44 58 22.0    (N) 095 02 37.0    (W)   HD_HELD2  
 PQ1805* NAVD 88 ORTHO HEIGHT -   339.33   (meters)    1113.3   (feet) RESET     
 PQ1805  ______________________________________________________________________
 PQ1805  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PQ1805  VERT ORDER      -  THIRD
 PQ1805
 PQ1805.The horizontal coordinates were established by autonomous hand held GPS
 PQ1805.observations and have an estimated accuracy of +/- 10 meters.
 PQ1805.
 PQ1805.The orthometric height was computed from unverified reset data.
 PQ1805
 PQ1805.No vertical observational check was made to the station.
 PQ1805
 PQ1805.Photographs are available for this station.
 PQ1805
 PQ1805;                    North         East    Units  Estimated Accuracy
 PQ1805;SPC MN S     -   319,727.      717,681.      MT  (+/- 10 meters HH2 GPS)
 PQ1805
 PQ1805                          SUPERSEDED SURVEY CONTROL
 PQ1805
 PQ1805  NGVD 29 (04/14/03)  339.17   (m)         1112.8    (f) RESET       3  
 PQ1805
 PQ1805.Superseded values are not recommended for survey control.
 PQ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1805.See file dsdata.txt to determine how the superseded data were derived.
 PQ1805
 PQ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3885581957(NAD 83)
 PQ1805
 PQ1805_MARKER: DV = VERTICAL CONTROL DISK
 PQ1805_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1805_SP_SET: COPPER-CLAD STEEL ROD
 PQ1805_STAMPING: 3411 C 1980 RESET
 PQ1805_MARK LOGO: MNDT  
 PQ1805_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1805+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 PQ1805_ROD/PIPE-DEPTH: 5.0  meters
 PQ1805
 PQ1805  HISTORY     - Date     Condition        Report By
 PQ1805  HISTORY     - 19800401 MONUMENTED       MNDT
 PQ1805  HISTORY     - 20080922 GOOD             MNDT
 PQ1805
 PQ1805                          STATION DESCRIPTION
 PQ1805
 PQ1805'DESCRIBED BY MN DEPT OF TRANSP 1980
 PQ1805'1 MILE WEST AND 2 MILES NORTH OF BLOMKEST, OR 2.6 MILES NORTH ALONG
 PQ1805'TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 PQ1805'HIGHWAY 71 AT TRUNK HIGHWAY 71 MILEPOINT 112.75, FASTENED TO THE TOP
 PQ1805'OF A 10 FOOT LONG COPPER CLAD STEEL ROD DRIVEN FLUSH WITH THE SURFACE
 PQ1805'OF THE GROUND, 75 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 71
 PQ1805'(725+69) ON THE NORTHEAST CORNER OF A LAWN, APPROXIMATELY 3 FEET
 PQ1805'SOUTH OF A 10 INCH BOXELDER, AND AT THE SOUTHEAST CORNER OF A GROVE
 PQ1805'OF TREES.
 PQ1805
 PQ1805                          STATION RECOVERY (2008)
 PQ1805
 PQ1805'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PQ1805'THE MARK IS 2.76 MI (4.4 KM) NORTHWEST OF BLOMKEST.
 PQ1805' 
 PQ1805'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1805'THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 IN BLOMKEST.
 PQ1805' 
 PQ1805'IT IS 2.6 MI (4.2 KM) NORTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 PQ1805'MILE POINT 112.85, 75 FT (22.9 M) WEST OF TRUNK HIGHWAY 71, 8 FT (2.4
 PQ1805'M) NORTH OF DRIVEWAY NUMBER 15682, 3 FT (0.9 M) SOUTHEAST OF 15 INCH
 PQ1805'(38 CM) BOXELDER TREE, AT NORTHEAST CORNER OF LAWN, AT SOUTHEAST
 PQ1805'CORNER OF TREE GROVE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0725 ***********************************************************************
 QP0725  DESIGNATION -  3411 E
 QP0725  PID         -  QP0725
 QP0725  STATE/COUNTY-  MN/KANDIYOHI
 QP0725  COUNTRY     -  US
 QP0725  USGS QUAD   -  WILLMAR (1994)
 QP0725
 QP0725                         *CURRENT SURVEY CONTROL
 QP0725  ______________________________________________________________________
 QP0725* NAD 83(1986) POSITION- 45 00 06.     (N) 095 02 36.     (W)   SCALED    
 QP0725* NAVD 88 ORTHO HEIGHT -   339.533  (meters)    1113.95  (feet) ADJUSTED  
 QP0725  ______________________________________________________________________
 QP0725  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 QP0725  DYNAMIC HEIGHT  -        339.506 (meters)     1113.86  (feet) COMP
 QP0725  MODELED GRAVITY -    980,529.1   (mgal)                       NAVD 88
 QP0725
 QP0725  VERT ORDER      -  SECOND    CLASS 0
 QP0725
 QP0725.The horizontal coordinates were scaled from a topographic map and have
 QP0725.an estimated accuracy of +/- 6 seconds.
 QP0725.
 QP0725.The orthometric height was determined by differential leveling and
 QP0725.adjusted in June 1991.
 QP0725
 QP0725.The dynamic height is computed by dividing the NAVD 88
 QP0725.geopotential number by the normal gravity value computed on the
 QP0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0725.degrees latitude (g = 980.6199 gals.).
 QP0725
 QP0725.The modeled gravity was interpolated from observed gravity values.
 QP0725
 QP0725;                    North         East    Units  Estimated Accuracy
 QP0725;SPC MN S     -   322,940.      717,740.      MT  (+/- 180 meters Scaled)
 QP0725
 QP0725                          SUPERSEDED SURVEY CONTROL
 QP0725
 QP0725  NGVD 29 (??/??/92)  339.364  (m)         1113.40   (f) ADJ UNCH    2 0
 QP0725
 QP0725.Superseded values are not recommended for survey control.
 QP0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0725.See file dsdata.txt to determine how the superseded data were derived.
 QP0725
 QP0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK389851(NAD 83)
 QP0725
 QP0725_MARKER: DD = SURVEY DISK
 QP0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0725_SP_SET: CULVERT
 QP0725_STAMPING: 3411 E 1948
 QP0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0725
 QP0725  HISTORY     - Date     Condition        Report By
 QP0725  HISTORY     - 1948     MONUMENTED       MNDT
 QP0725  HISTORY     - 1972     GOOD             MNDT
 QP0725
 QP0725                          STATION DESCRIPTION
 QP0725
 QP0725'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0725'8.0 MI S FROM WILLMAR.
 QP0725'MONUMENT IS 7.0 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H. 23 AND
 QP0725'71, LOCATED IN THE SOUTHWEST CORNER OF HEADWALL OF 4 FOOT BY 6 FOOT
 QP0725'BOX CULVERT, 22.5 FEET WEST AND ONE FOOT BELOW THE CENTERLINE OF T.H.
 QP0725'71 (STATION 829+57) AT MILE POINT 114.70.  SECTION 26, T 118N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0729 ***********************************************************************
 QP0729  DESIGNATION -  3411 G
 QP0729  PID         -  QP0729
 QP0729  STATE/COUNTY-  MN/KANDIYOHI
 QP0729  COUNTRY     -  US
 QP0729  USGS QUAD   -  WILLMAR (1994)
 QP0729
 QP0729                         *CURRENT SURVEY CONTROL
 QP0729  ______________________________________________________________________
 QP0729* NAD 83(1986) POSITION- 45 02 22.     (N) 095 02 37.     (W)   SCALED    
 QP0729* NAVD 88 ORTHO HEIGHT -   340.107  (meters)    1115.83  (feet) ADJUSTED  
 QP0729  ______________________________________________________________________
 QP0729  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP0729  DYNAMIC HEIGHT  -        340.081 (meters)     1115.75  (feet) COMP
 QP0729  MODELED GRAVITY -    980,530.5   (mgal)                       NAVD 88
 QP0729
 QP0729  VERT ORDER      -  SECOND    CLASS 0
 QP0729
 QP0729.The horizontal coordinates were scaled from a topographic map and have
 QP0729.an estimated accuracy of +/- 6 seconds.
 QP0729.
 QP0729.The orthometric height was determined by differential leveling and
 QP0729.adjusted in June 1991.
 QP0729
 QP0729.The dynamic height is computed by dividing the NAVD 88
 QP0729.geopotential number by the normal gravity value computed on the
 QP0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0729.degrees latitude (g = 980.6199 gals.).
 QP0729
 QP0729.The modeled gravity was interpolated from observed gravity values.
 QP0729
 QP0729;                    North         East    Units  Estimated Accuracy
 QP0729;SPC MN S     -   327,140.      717,780.      MT  (+/- 180 meters Scaled)
 QP0729
 QP0729                          SUPERSEDED SURVEY CONTROL
 QP0729
 QP0729  NGVD 29 (??/??/92)  339.935  (m)         1115.27   (f) ADJ UNCH    2 0
 QP0729
 QP0729.Superseded values are not recommended for survey control.
 QP0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0729.See file dsdata.txt to determine how the superseded data were derived.
 QP0729
 QP0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK390893(NAD 83)
 QP0729
 QP0729_MARKER: DD = SURVEY DISK
 QP0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0729_STAMPING: 3411 G 1948
 QP0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0729+STABILITY: SURFACE MOTION
 QP0729
 QP0729  HISTORY     - Date     Condition        Report By
 QP0729  HISTORY     - 1948     MONUMENTED       MNDT
 QP0729  HISTORY     - 1972     GOOD             MNDT
 QP0729
 QP0729                          STATION DESCRIPTION
 QP0729
 QP0729'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0729'5.5 MI S FROM WILLMAR.
 QP0729'MONUMENT IS 4.4 MILES SOUTH A LONG T.H. 71 FROM SOUTH JCT. T.H. 71 AND
 QP0729'23, LOCATED IN A CONCRETE POST 74 FEET WEST OF THE CENTERLINE OF T.H.
 QP0729'71 (STATION 997+00), ONE FOOT EAST OF A NORTH SOUTH FENCE, ONE FOOT
 QP0729'EAST OF A BENCH MARK WITNESS POST, 343 FEET SOUTH OF A 24 INCH
 QP0729'CENTERLINE CULVERT, AND PROJECTING 2 INCHES ABOVE THE GROUND AT MILE
 QP0729'POINT 117.4.  550 FEET NO. OF SW CORNER SECTION 11, T 118N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0730 ***********************************************************************
 QP0730  DESIGNATION -  3411 H
 QP0730  PID         -  QP0730
 QP0730  STATE/COUNTY-  MN/KANDIYOHI
 QP0730  COUNTRY     -  US
 QP0730  USGS QUAD   -  WILLMAR (1994)
 QP0730
 QP0730                         *CURRENT SURVEY CONTROL
 QP0730  ______________________________________________________________________
 QP0730* NAD 83(1986) POSITION- 45 02 48.     (N) 095 02 35.     (W)   SCALED    
 QP0730* NAVD 88 ORTHO HEIGHT -   337.962  (meters)    1108.80  (feet) ADJUSTED  
 QP0730  ______________________________________________________________________
 QP0730  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP0730  DYNAMIC HEIGHT  -        337.936 (meters)     1108.71  (feet) COMP
 QP0730  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 QP0730
 QP0730  VERT ORDER      -  SECOND    CLASS 0
 QP0730
 QP0730.The horizontal coordinates were scaled from a topographic map and have
 QP0730.an estimated accuracy of +/- 6 seconds.
 QP0730.
 QP0730.The orthometric height was determined by differential leveling and
 QP0730.adjusted in June 1991.
 QP0730
 QP0730.The dynamic height is computed by dividing the NAVD 88
 QP0730.geopotential number by the normal gravity value computed on the
 QP0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0730.degrees latitude (g = 980.6199 gals.).
 QP0730
 QP0730.The modeled gravity was interpolated from observed gravity values.
 QP0730
 QP0730;                    North         East    Units  Estimated Accuracy
 QP0730;SPC MN S     -   327,940.      717,830.      MT  (+/- 180 meters Scaled)
 QP0730
 QP0730                          SUPERSEDED SURVEY CONTROL
 QP0730
 QP0730  NGVD 29 (??/??/92)  337.789  (m)         1108.23   (f) ADJ UNCH    2 0
 QP0730
 QP0730.Superseded values are not recommended for survey control.
 QP0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0730.See file dsdata.txt to determine how the superseded data were derived.
 QP0730
 QP0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK391901(NAD 83)
 QP0730
 QP0730_MARKER: DB = BENCH MARK DISK
 QP0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP0730_SP_SET: CULVERT
 QP0730_STAMPING: 3411 H 1948
 QP0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP0730
 QP0730  HISTORY     - Date     Condition        Report By
 QP0730  HISTORY     - 1948     MONUMENTED       MNDT
 QP0730  HISTORY     - 1972     GOOD             MNDT
 QP0730
 QP0730                          STATION DESCRIPTION
 QP0730
 QP0730'DESCRIBED BY MN DEPT OF TRANSP 1972
 QP0730'5.0 MI S FROM WILLMAR.
 QP0730'MONUMENT IS LOCATED 3.9 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H.
 QP0730'71 AND 23 IN SOUTHWEST CORNER OF HEADWALL OF A 5 FOOT BY 7 FOOT BOX
 QP0730'CULVERT, 27.5 FEET WEST AND 3.0 FEET BELOW THE CENTERLINE OF T.H. 71
 QP0730'(STATION 1025+40).  BOX CULVERT IS LOCATED ON THE NORTH SIDE OF
 QP0730'WAGONGA LAKE AT MILE POINT 117.9.  SE 1/4 OF NE 1/4 SECTION 10, T
 QP0730'118N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0330 ***********************************************************************
 PQ0330  DESIGNATION -  3411 M RESET
 PQ0330  PID         -  PQ0330
 PQ0330  STATE/COUNTY-  MN/KANDIYOHI
 PQ0330  COUNTRY     -  US
 PQ0330  USGS QUAD   -  BLOMKEST (1965)
 PQ0330
 PQ0330                         *CURRENT SURVEY CONTROL
 PQ0330  ______________________________________________________________________
 PQ0330* NAD 83(1986) POSITION- 44 55 14.2    (N) 095 02 39.4    (W)   HD_HELD2  
 PQ0330* NAVD 88 ORTHO HEIGHT -   339.459  (meters)    1113.71  (feet) ADJUSTED  
 PQ0330  ______________________________________________________________________
 PQ0330  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 PQ0330  DYNAMIC HEIGHT  -        339.431 (meters)     1113.62  (feet) COMP
 PQ0330  MODELED GRAVITY -    980,523.3   (mgal)                       NAVD 88
 PQ0330
 PQ0330  VERT ORDER      -  SECOND    CLASS 0
 PQ0330
 PQ0330.The horizontal coordinates were established by autonomous hand held GPS
 PQ0330.observations and have an estimated accuracy of +/- 10 meters.
 PQ0330.
 PQ0330.The orthometric height was determined by differential leveling and
 PQ0330.adjusted in June 1991.
 PQ0330
 PQ0330.Photographs are available for this station.
 PQ0330
 PQ0330.The dynamic height is computed by dividing the NAVD 88
 PQ0330.geopotential number by the normal gravity value computed on the
 PQ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0330.degrees latitude (g = 980.6199 gals.).
 PQ0330
 PQ0330.The modeled gravity was interpolated from observed gravity values.
 PQ0330
 PQ0330;                    North         East    Units  Estimated Accuracy
 PQ0330;SPC MN S     -   313,931.      717,555.      MT  (+/- 10 meters HH2 GPS)
 PQ0330
 PQ0330                          SUPERSEDED SURVEY CONTROL
 PQ0330
 PQ0330  NGVD 29 (??/??/92)  339.297  (m)         1113.18   (f) ADJ UNCH    2 0
 PQ0330
 PQ0330.Superseded values are not recommended for survey control.
 PQ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0330.See file dsdata.txt to determine how the superseded data were derived.
 PQ0330
 PQ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3865776164(NAD 83)
 PQ0330
 PQ0330_MARKER: DB = BENCH MARK DISK
 PQ0330_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ0330_SP_SET: PREFAB CONC. POST IN EARTH
 PQ0330_STAMPING: 3411 M RESET 1972
 PQ0330_MARK LOGO: MNDT  
 PQ0330_PROJECTION: RECESSED 15 CENTIMETERS
 PQ0330_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0330+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2008
 PQ0330
 PQ0330  HISTORY     - Date     Condition        Report By
 PQ0330  HISTORY     - 19720401 MONUMENTED       MNHD
 PQ0330  HISTORY     - 19780724 GOOD             MNDT
 PQ0330  HISTORY     - 20080731 GOOD             MNDT
 PQ0330
 PQ0330                          STATION DESCRIPTION
 PQ0330
 PQ0330'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0330'2.5 MI SW FROM BLOMKEST.
 PQ0330'MONUMENT IS 1.0 MILES SOUTH ALONG T.H. 71 FROM JCT. T.H. 7 AND 71
 PQ0330'LOCATED IN A 6 FOOT CONCRETE POST IN THE SOUTHWEST CORNER OF JCT. T.H.
 PQ0330'71 AND COUNTY ROAD NO. 78, 74 FEET WEST OF THE CENTERLINE OF T.H. 71
 PQ0330'(STATION 534+06) AND 49 FEET SOUTH OF THE CENTER OF THE TOWNSHIP ROAD,
 PQ0330'3 FEET SOUTHEAST OF A POWERPOLE, 1.1 FEET NORTHEAST OF A BENCH MARK
 PQ0330'WITNESS POST, AND FLUSH WITH THE GROUND, AT MILE POINT 109.2. NE 1/4
 PQ0330'SECTION 27, T 117N, R 35W.
 PQ0330
 PQ0330                          STATION RECOVERY (1978)
 PQ0330
 PQ0330'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0330'THE MARK IS 1 MILE (1.6 KM) SOUTHERLY ALONG TRUNK HIGHWAY 71 FROM ITS
 PQ0330'JUNCTION WITH TRUNK HIGHWAY 7 SOUTHWEST OF BLOMKEST, IN THE NE 1/4 OF
 PQ0330'SECTION 27, T117N, R35W, NEAR TRUNK HIGHWAY 71 MILEPOINT 109.2.  THE
 PQ0330'MARK IS 73.6 FEET (22.4 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ0330'71, 50 FEET (15.2 M) SOUTH OF THE CENTER OF A TOWNSHIP ROAD, 23.4
 PQ0330'FEET (7.1 M) SOUTHWEST OF THE SOUTH END OF A METAL CULVERT UNDER THE
 PQ0330'TOWNSHIP ROAD, 3 FEET (0.9 M) SOUTHEAST OF POWER POLE NUMBER 4AA100,
 PQ0330'13.5 FEET (4.1 M) SOUTH OF A BURIED CABLE MARKER, AND 1.1 FEET (0.3
 PQ0330'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PQ0330'MARK DISK STAMPED---3411 M RESET 1972---, IS SET IN THE TOP OF A
 PQ0330'MAGNETIC PRECAST CONCRETE MONUMENT THAT IS ABOUT 3 FEET (0.9 M) BELOW
 PQ0330'THE LEVEL OF TRUNK HIGHWAY 71 AND FLUSH WITH THE SURFACE OF THE
 PQ0330'GROUND.
 PQ0330
 PQ0330                          STATION RECOVERY (2008)
 PQ0330
 PQ0330'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PQ0330'THE MARK IS 1.44 MI (2.3 KM) SOUTHWEST OF BLOMKEST.
 PQ0330' 
 PQ0330'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ0330'THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 IN BLOMKEST, THEN
 PQ0330'1.0 MI (1.6 KM) SOUTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE
 PQ0330'POINT 109.2.
 PQ0330' 
 PQ0330'IT IS 73.6 FT (22.4 M) WEST OF TRUNK HIGHWAY 71, 50 FT (15.2 M) SOUTH
 PQ0330'OF TOWNSHIP ROAD, 23.4 FT (7.1 M) SOUTH-SOUTHWEST OF SOUTH END OF
 PQ0330'METAL CULVERT, 13.5 FT (4.1 M) SOUTH OF CABLE MARKER, 3 FT (0.9 M)
 PQ0330'SOUTHEAST OF POWER POLE 4AA100, 1.1 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0731 ***********************************************************************
 QP0731  DESIGNATION -  3411 P
 QP0731  PID         -  QP0731
 QP0731  STATE/COUNTY-  MN/KANDIYOHI
 QP0731  COUNTRY     -  US
 QP0731  USGS QUAD   -  WILLMAR (1994)
 QP0731
 QP0731                         *CURRENT SURVEY CONTROL
 QP0731  ______________________________________________________________________
 QP0731* NAD 83(1986) POSITION- 45 03 23.0    (N) 095 02 34.0    (W)   HD_HELD2  
 QP0731* NAVD 88 ORTHO HEIGHT -   342.204  (meters)    1122.71  (feet) ADJUSTED  
 QP0731  ______________________________________________________________________
 QP0731  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP0731  DYNAMIC HEIGHT  -        342.178 (meters)     1122.63  (feet) COMP
 QP0731  MODELED GRAVITY -    980,531.5   (mgal)                       NAVD 88
 QP0731
 QP0731  VERT ORDER      -  SECOND    CLASS 0
 QP0731
 QP0731.The horizontal coordinates were established by autonomous hand held GPS
 QP0731.observations and have an estimated accuracy of +/- 10 meters.
 QP0731.
 QP0731.The orthometric height was determined by differential leveling and
 QP0731.adjusted in June 1991.
 QP0731
 QP0731.Photographs are available for this station.
 QP0731
 QP0731.The dynamic height is computed by dividing the NAVD 88
 QP0731.geopotential number by the normal gravity value computed on the
 QP0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0731.degrees latitude (g = 980.6199 gals.).
 QP0731
 QP0731.The modeled gravity was interpolated from observed gravity values.
 QP0731
 QP0731;                    North         East    Units  Estimated Accuracy
 QP0731;SPC MN S     -   329,017.      717,866.      MT  (+/- 10 meters HH2 GPS)
 QP0731
 QP0731                          SUPERSEDED SURVEY CONTROL
 QP0731
 QP0731  NGVD 29 (??/??/92)  342.030  (m)         1122.14   (f) ADJ UNCH    2 0
 QP0731
 QP0731.Superseded values are not recommended for survey control.
 QP0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0731.See file dsdata.txt to determine how the superseded data were derived.
 QP0731
 QP0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3915591244(NAD 83)
 QP0731
 QP0731_MARKER: DB = BENCH MARK DISK
 QP0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0731_STAMPING: 3411 P 1972
 QP0731_MARK LOGO: MNDT  
 QP0731_PROJECTION: FLUSH
 QP0731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0731+STABILITY: SURFACE MOTION
 QP0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0731+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 QP0731
 QP0731  HISTORY     - Date     Condition        Report By
 QP0731  HISTORY     - 19720401 MONUMENTED       MNHD
 QP0731  HISTORY     - 20080923 GOOD             MNDT
 QP0731
 QP0731                          STATION DESCRIPTION
 QP0731
 QP0731'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0731'4.75 MI S FROM WILLMAR.
 QP0731'MONUMENT IS 3.25 MILES SOUTH ALONG T.H. 71 FROM THE SOUTH JCT. T.H. 71
 QP0731'AND 23, LOCATED IN A 6 FOOT CONCRETE POST 82.2 FEET WEST OF THE
 QP0731'CENTERLINE OF T.H. 71 (STATION 1058+50) IN A FENCE RUNNING WEST, ALONG
 QP0731'THE NORTH SIDE OF JONESVILLE, 63 FEET NORTH-NORTHEAST OF THE NORTHEAST
 QP0731'CORNER OF THE NORTHERN MOST HOUSE, ONE FOOT EAST OF A BENCH MARK
 QP0731'WITNESS POST, AND FLUSH WITH THE GROUND, AT MILE POINT 118.50. SE 1/4
 QP0731'SECTION 3, T 118N, R 35W.
 QP0731
 QP0731                          STATION RECOVERY (2008)
 QP0731
 QP0731'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0731'THE MARK IS 4.47 MI (7.2 KM) SOUTHEAST OF WILLMAR.
 QP0731' 
 QP0731'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH ALONG SEVENTH STREET
 QP0731'NORTHWEST FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK
 QP0731'HIGHWAY 12 IN WILLMAR.
 QP0731' 
 QP0731'IT IS 0.3 MI (0.5 KM) EAST ON 19TH AVENUE SOUTHWEST, THEN 3.2 MI (5.1
 QP0731'KM) SOUTH ON TRUNK HIGHWAY 71/TRUNK HIGHWAY 23, AT TRUNK HIGHWAY 71
 QP0731'MILE POINT 118.55, 82.2 FT (25.1 M) WEST OF TRUNK HIGHWAY 71, IN FENCE
 QP0731'LINE WEST, 131 FT (39.9 M) NORTH OF DRIVEWAY NUMBERS 7130/7142, 63 FT
 QP0731'(19.2 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF NORTH HOUSE, 62 FT
 QP0731'(18.9 M) NORTH OF POWER POLE WITH TRANSFORMER, 1.0 FT (0.3 M) EAST OF
 QP0731'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0727 ***********************************************************************
 QP0727  DESIGNATION -  3411 Q
 QP0727  PID         -  QP0727
 QP0727  STATE/COUNTY-  MN/KANDIYOHI
 QP0727  COUNTRY     -  US
 QP0727  USGS QUAD   -  WILLMAR (1994)
 QP0727
 QP0727                         *CURRENT SURVEY CONTROL
 QP0727  ______________________________________________________________________
 QP0727* NAD 83(1986) POSITION- 45 00 58.0    (N) 095 02 36.0    (W)   HD_HELD2  
 QP0727* NAVD 88 ORTHO HEIGHT -   342.881  (meters)    1124.94  (feet) ADJUSTED  
 QP0727  ______________________________________________________________________
 QP0727  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 QP0727  DYNAMIC HEIGHT  -        342.855 (meters)     1124.85  (feet) COMP
 QP0727  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 QP0727
 QP0727  VERT ORDER      -  SECOND    CLASS 0
 QP0727
 QP0727.The horizontal coordinates were established by autonomous hand held GPS
 QP0727.observations and have an estimated accuracy of +/- 10 meters.
 QP0727.
 QP0727.The orthometric height was determined by differential leveling and
 QP0727.adjusted in June 1991.
 QP0727
 QP0727.Photographs are available for this station.
 QP0727
 QP0727.The dynamic height is computed by dividing the NAVD 88
 QP0727.geopotential number by the normal gravity value computed on the
 QP0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0727.degrees latitude (g = 980.6199 gals.).
 QP0727
 QP0727.The modeled gravity was interpolated from observed gravity values.
 QP0727
 QP0727;                    North         East    Units  Estimated Accuracy
 QP0727;SPC MN S     -   324,542.      717,765.      MT  (+/- 10 meters HH2 GPS)
 QP0727
 QP0727                          SUPERSEDED SURVEY CONTROL
 QP0727
 QP0727  NGVD 29 (??/??/92)  342.711  (m)         1124.38   (f) ADJ UNCH    2 0
 QP0727
 QP0727.Superseded values are not recommended for survey control.
 QP0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0727.See file dsdata.txt to determine how the superseded data were derived.
 QP0727
 QP0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3899986771(NAD 83)
 QP0727
 QP0727_MARKER: DB = BENCH MARK DISK
 QP0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0727_STAMPING: 3411 Q 1972
 QP0727_MARK LOGO: MNDT  
 QP0727_PROJECTION: PROJECTING 5 CENTIMETERS
 QP0727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0727+STABILITY: SURFACE MOTION
 QP0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0727+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 QP0727
 QP0727  HISTORY     - Date     Condition        Report By
 QP0727  HISTORY     - 19720401 MONUMENTED       MNHD
 QP0727  HISTORY     - 20070508 GOOD             DUCKS
 QP0727  HISTORY     - 20080922 GOOD             MNDT
 QP0727
 QP0727                          STATION DESCRIPTION
 QP0727
 QP0727'DESCRIBED BY MN HIGHWAY DEPT 1972
 QP0727'7.0 MI S FROM WILLMAR.
 QP0727'MONUMENT IS 6.0 MILES SOUTH ALONG T.H. 71 FROM SOUTH JCT. T.H. 23 AND
 QP0727'71, LOCATED IN A 6 FOOT CONCRETE POST 100 FEET WEST OF THE CENTERLINE
 QP0727'OF T.H. 71 (STATION 883+20), IN A FENCE RUNNING WEST ON THE EAST-WEST
 QP0727'1/4 LINE, 24 FEET WEST OF A POWER POLE, 1 FOOT EAST OF A BENCH MARK
 QP0727'WITNESS POST, PROJECTING 2 INCHES ABOVE THE GROUND, AT MILE POINT
 QP0727'115.8.  NE 1/4 SECTION 22, T 118N, R 35W.
 QP0727
 QP0727                          STATION RECOVERY (2007)
 QP0727
 QP0727'RECOVERY NOTE BY DUCKS UNLIMITED 2007 (GLJ)
 QP0727'RECOVERED IN GOOD CONDITION.
 QP0727
 QP0727                          STATION RECOVERY (2008)
 QP0727
 QP0727'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP0727'THE MARK IS 7.24 MI (11.6 KM) SOUTHEAST OF WILLMAR.
 QP0727' 
 QP0727'TO REACH THE MARK GO 1.2 MI (1.9 KM) SOUTH ON SEVENTH STREET SOUTHWEST
 QP0727'FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST AND TRUNK HIGHWAY 12 IN
 QP0727'WILLMAR.
 QP0727' 
 QP0727'IT IS 0.3 MI (0.5 KM) EAST ON 19TH AVENUE SOUTHWEST, THEN 6.0 MI (9.7
 QP0727'KM) SOUTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 115.8,
 QP0727'100 FT (30.5 M) WEST OF TRUNK HIGHWAY 71, IN FENCE LINE WEST, 24 FT
 QP0727'(7.3 M) WEST OF POWER POLE, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0337 ***********************************************************************
 PQ0337  DESIGNATION -  3411 R
 PQ0337  PID         -  PQ0337
 PQ0337  STATE/COUNTY-  MN/KANDIYOHI
 PQ0337  COUNTRY     -  US
 PQ0337  USGS QUAD   -  BLOMKEST (1965)
 PQ0337
 PQ0337                         *CURRENT SURVEY CONTROL
 PQ0337  ______________________________________________________________________
 PQ0337* NAD 83(1986) POSITION- 44 59 00.6    (N) 095 02 38.6    (W)   HD_HELD2  
 PQ0337* NAVD 88 ORTHO HEIGHT -   339.331  (meters)    1113.29  (feet) ADJUSTED  
 PQ0337  ______________________________________________________________________
 PQ0337  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PQ0337  DYNAMIC HEIGHT  -        339.304 (meters)     1113.20  (feet) COMP
 PQ0337  MODELED GRAVITY -    980,530.3   (mgal)                       NAVD 88
 PQ0337
 PQ0337  VERT ORDER      -  SECOND    CLASS 0
 PQ0337
 PQ0337.The horizontal coordinates were established by autonomous hand held GPS
 PQ0337.observations and have an estimated accuracy of +/- 10 meters.
 PQ0337.
 PQ0337.The orthometric height was determined by differential leveling and
 PQ0337.adjusted in June 1991.
 PQ0337
 PQ0337.Photographs are available for this station.
 PQ0337
 PQ0337.The dynamic height is computed by dividing the NAVD 88
 PQ0337.geopotential number by the normal gravity value computed on the
 PQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0337.degrees latitude (g = 980.6199 gals.).
 PQ0337
 PQ0337.The modeled gravity was interpolated from observed gravity values.
 PQ0337
 PQ0337;                    North         East    Units  Estimated Accuracy
 PQ0337;SPC MN S     -   320,919.      717,662.      MT  (+/- 10 meters HH2 GPS)
 PQ0337
 PQ0337                          SUPERSEDED SURVEY CONTROL
 PQ0337
 PQ0337  NGVD 29 (??/??/92)  339.164  (m)         1112.74   (f) ADJ UNCH    2 0
 PQ0337
 PQ0337.Superseded values are not recommended for survey control.
 PQ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0337.See file dsdata.txt to determine how the superseded data were derived.
 PQ0337
 PQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3885083149(NAD 83)
 PQ0337
 PQ0337_MARKER: DB = BENCH MARK DISK
 PQ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0337_STAMPING: 3411 R 1972
 PQ0337_MARK LOGO: MNDT  
 PQ0337_PROJECTION: FLUSH
 PQ0337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0337+STABILITY: SURFACE MOTION
 PQ0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0337+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 PQ0337
 PQ0337  HISTORY     - Date     Condition        Report By
 PQ0337  HISTORY     - 19720401 MONUMENTED       MNHD
 PQ0337  HISTORY     - 20080922 GOOD             MNDT
 PQ0337
 PQ0337                          STATION DESCRIPTION
 PQ0337
 PQ0337'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0337'9.25 MI S FROM WILLMAR.
 PQ0337'MONUMENT IS 1 MILE WEST AND 2.75 MILES NORTH OF BLOMKEST, OR 3.25
 PQ0337'MILES NORTH ALONG T.H. 71 FROM JCT. T.H. 7 AND 71, THENCE TURN LEFT
 PQ0337'(WEST) INTO THE GERHARD DAMHOF DRIVEWAY WHERE MHD DISK IS LOCATED IN A
 PQ0337'6 FOOT CONCRETE POST 22 FEET NORTH OF DRIVEWAY IN A EAST WEST FENCE,
 PQ0337'ALSO IN A ROW OF SPRUCE TREES, 113 FEET WEST OF THE CENTERLINE OF T.H.
 PQ0337'71 (STATION 763+45), 1.25 FEET SOUTHEAST OF A BENCH MARK WITNESS POST,
 PQ0337'AND FLUSH WITH THE GROUND, AT MILE POINT 113.50.  SE 1/4 SECTION 34, T
 PQ0337'118N, R 35W.
 PQ0337
 PQ0337                          STATION RECOVERY (2008)
 PQ0337
 PQ0337'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PQ0337'THE MARK IS 3.46 MI (5.6 KM) NORTHWEST OF BLOMKEST.
 PQ0337' 
 PQ0337'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ0337'THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 IN BLOMKEST.
 PQ0337' 
 PQ0337'IT IS 3.3 MI (5.3 KM) NORTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 PQ0337'MILE POINT 113.50, 113 FT (34.4 M) WEST OF TRUNK HIGHWAY 71, 22 FT
 PQ0337'(6.7 M) NORTH OF DRIVEWAY NUMBER 14580, IN SPRUCE TREES, 1 FT (0.3 M)
 PQ0337'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0332 ***********************************************************************
 PQ0332  DESIGNATION -  3411 S
 PQ0332  PID         -  PQ0332
 PQ0332  STATE/COUNTY-  MN/KANDIYOHI
 PQ0332  COUNTRY     -  US
 PQ0332  USGS QUAD   -  BLOMKEST (1965)
 PQ0332
 PQ0332                         *CURRENT SURVEY CONTROL
 PQ0332  ______________________________________________________________________
 PQ0332* NAD 83(2007) POSITION- 44 56 47.08294(N) 095 02 38.74192(W)   ADJUSTED  
 PQ0332* NAD 83(2007) ELLIP HT-   310.232 (meters)        (08/23/10)   ADJUSTED
 PQ0332* NAD 83(2007) EPOCH   -  2002.00
 PQ0332* NAVD 88 ORTHO HEIGHT -   337.047  (meters)    1105.80  (feet) ADJUSTED  
 PQ0332  ______________________________________________________________________
 PQ0332  NAD 83(2007) X  -   -397,586.768 (meters)                     COMP
 PQ0332  NAD 83(2007) Y  - -4,504,507.222 (meters)                     COMP
 PQ0332  NAD 83(2007) Z  -  4,483,354.562 (meters)                     COMP
 PQ0332  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC09
 PQ0332  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 PQ0332  DYNAMIC HEIGHT  -        337.020 (meters)     1105.71  (feet) COMP
 PQ0332  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 PQ0332
 PQ0332  HORZ ORDER      -  FIRST
 PQ0332  VERT ORDER      -  SECOND    CLASS I
 PQ0332  ELLP ORDER      -  THIRD     CLASS I
 PQ0332
 PQ0332.The horizontal coordinates were established by GPS observations
 PQ0332.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ0332
 PQ0332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0332.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0332
 PQ0332.The horizontal coordinates are valid at the epoch date displayed above
 PQ0332.which is a decimal equivalence of Year/Month/Day.
 PQ0332
 PQ0332.The orthometric height was determined by differential leveling and
 PQ0332.adjusted in June 1991.
 PQ0332
 PQ0332.Photographs are available for this station.
 PQ0332
 PQ0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0332
 PQ0332.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0332
 PQ0332.The ellipsoidal height was determined by GPS observations
 PQ0332.and is referenced to NAD 83.
 PQ0332
 PQ0332.The dynamic height is computed by dividing the NAVD 88
 PQ0332.geopotential number by the normal gravity value computed on the
 PQ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0332.degrees latitude (g = 980.6199 gals.).
 PQ0332
 PQ0332.The modeled gravity was interpolated from observed gravity values.
 PQ0332
 PQ0332. The following values were computed from the NAD 83(2007) position.
 PQ0332
 PQ0332;                    North         East     Units Scale Factor Converg.
 PQ0332;SPC MN S     -   316,797.942   717,605.896   MT  0.99995216   -0 43 54.6
 PQ0332;SPC MN S     - 1,039,361.25  2,354,345.34   sFT  0.99995216   -0 43 54.6
 PQ0332;UTM  15      - 4,979,029.998   338,743.830   MT  0.99991976   -1 26 39.7
 PQ0332
 PQ0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0332!SPC MN S     -   0.99995136  x   0.99995216  =   0.99990352
 PQ0332!UTM  15      -   0.99995136  x   0.99991976  =   0.99987113
 PQ0332
 PQ0332:                Primary Azimuth Mark                     Grid Az
 PQ0332:SPC MN S     -  BLOMKEST AZ MK RESET                     001 13 40.1
 PQ0332:UTM  15      -  BLOMKEST AZ MK RESET                     001 56 25.2
 PQ0332
 PQ0332|---------------------------------------------------------------------|
 PQ0332| PID    Reference Object                     Distance      Geod. Az  |
 PQ0332|                                                           dddmmss.s |
 PQ0332| PQ1420 BLOMKEST AZ MK RESET                APPROX. 0.6 KM 0002945.5 |
 PQ0332|---------------------------------------------------------------------|
 PQ0332
 PQ0332                          SUPERSEDED SURVEY CONTROL
 PQ0332
 PQ0332  NAD 83(1996)-  44 56 47.08243(N)    095 02 38.74133(W) AD(       ) 1
 PQ0332  ELLIP H (06/12/06)  310.264  (m)                       GP(       ) 4 1
 PQ0332  NAVD 88 (06/12/06)  337.05   (m)         1105.8    (f) LEVELING    3  
 PQ0332  NGVD 29 (??/??/92)  336.883  (m)         1105.26   (f) ADJ UNCH    2 0
 PQ0332
 PQ0332.Superseded values are not recommended for survey control.
 PQ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0332.See file dsdata.txt to determine how the superseded data were derived.
 PQ0332
 PQ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3874379029(NAD 83)
 PQ0332
 PQ0332_MARKER: DB = BENCH MARK DISK
 PQ0332_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ0332_SP_SET: CONCRETE POST
 PQ0332_STAMPING: 3411 S 1972
 PQ0332_MARK LOGO: MNDT  
 PQ0332_PROJECTION: RECESSED 20 CENTIMETERS
 PQ0332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0332+STABILITY: SURFACE MOTION
 PQ0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0332+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 PQ0332
 PQ0332  HISTORY     - Date     Condition        Report By
 PQ0332  HISTORY     - 19720401 MONUMENTED       MNHD
 PQ0332  HISTORY     - 19780724 GOOD             MNDT
 PQ0332  HISTORY     - 20051213 GOOD             MNDT
 PQ0332  HISTORY     - 20080922 GOOD             MNDT
 PQ0332
 PQ0332                          STATION DESCRIPTION
 PQ0332
 PQ0332'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0332'1.75 MI NW FROM BLOMKEST.
 PQ0332'MONUMENT IS LOCATED 0.75 MILES NORTH ALONG T.H. 71 FROM JCT. T.H. 71
 PQ0332'AND 7 LOCATED IN A 6 FOOT CONCRETE POST, 69 FEET WEST OF THE
 PQ0332'CENTERLINE OF T.H. 71 (STATION 628+25), AND 24 FEET NORTH OF THE
 PQ0332'CENTER OF A FIELD ENTRANCE, ONE FOOT EAST OF A BENCH MARK WITNESS
 PQ0332'POST, AND FLUSH WITH THE GROUND, AT MILE POINT 111.0.  NE 1/4 SECTION
 PQ0332'15, T 117N, R 35W.
 PQ0332
 PQ0332                          STATION RECOVERY (1978)
 PQ0332
 PQ0332'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0332'THE MARK IS 0.75 MILE (1.21 KM) NORTHERLY ALONG TRUNK HIGHWAY 71 FROM
 PQ0332'ITS INTERSECTION WITH TRUNK HIGHWAY 71, IN THE NE 1/4 OF SECTION 15,
 PQ0332'T117N, R35W, SOUTHWEST OF BLOMKEST, NEAR TRUNK HIGHWAY 71 MILEPOST
 PQ0332'111.0.  THE MARK IS 69.2 FEET (21.1 M) WEST OF THE CENTERLINE OF
 PQ0332'TRUNK HIGHWAY 71, 105 FEET (32.0 M) WEST OF MILEPOST 111, 12 FEET
 PQ0332'(3.7 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, 14.1 FEET (4.3 M)
 PQ0332'WEST-SOUTHWEST OF THE NORTH END OF A METAL CULVERT, AND 1 FOOT (0.3
 PQ0332'M) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PQ0332'MARK DISK STAMPED---3411 S 1972---, IS SET IN THE TOP OF A CONCRETE
 PQ0332'POST THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ0332
 PQ0332                          STATION RECOVERY (2005)
 PQ0332
 PQ0332'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PQ0332'1.1 MILES NORTHWEST OF BLOMKEST, 0.75 MILES NORTH OF JUNCTION OF TRUNK
 PQ0332'HIGHWAY 71 AND TRUNK HIGHWAY 7, 69.2 FEET WEST OF TRUNK HIGHWAY 71,
 PQ0332'105 FEET WEST OF MILEPOST 111, 12 FEET NORTH OF FIELD ENTRANCE, 14.1
 PQ0332'FEET WEST-SOUTHWEST OF NORTH END OF METAL CULVERT, 1.0 FEET EAST OF
 PQ0332'WITNESS POST
 PQ0332
 PQ0332                          STATION RECOVERY (2008)
 PQ0332
 PQ0332'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PQ0332'THE MARK IS 1.25 MI (2.0 KM) NORTHWEST OF BLOMKEST.
 PQ0332' 
 PQ0332'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ0332'THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 IN BLOMKEST.
 PQ0332' 
 PQ0332'IT IS 0.8 MI (1.3 KM) NORTH ON TRUNK HIGHWAY 71, 105 FT (32.0 M) WEST
 PQ0332'OF TRUNK HIGHWAY 71 MILEPOST 111, 14.1 FT (4.3 M) WEST-SOUTHWEST OF
 PQ0332'NORTH END OF METAL CULVERT, 12 FT (3.7 M) NORTH OF A FIELD ENTRANCE,
 PQ0332'1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0329 ***********************************************************************
 PQ0329  DESIGNATION -  3411 T
 PQ0329  PID         -  PQ0329
 PQ0329  STATE/COUNTY-  MN/KANDIYOHI
 PQ0329  COUNTRY     -  US
 PQ0329  USGS QUAD   -  BLOMKEST (1965)
 PQ0329
 PQ0329                         *CURRENT SURVEY CONTROL
 PQ0329  ______________________________________________________________________
 PQ0329* NAD 83(1986) POSITION- 44 54 21.0    (N) 095 02 38.0    (W)   HD_HELD2  
 PQ0329* NAVD 88 ORTHO HEIGHT -   342.523  (meters)    1123.76  (feet) ADJUSTED  
 PQ0329  ______________________________________________________________________
 PQ0329  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PQ0329  DYNAMIC HEIGHT  -        342.493 (meters)     1123.66  (feet) COMP
 PQ0329  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 PQ0329
 PQ0329  VERT ORDER      -  SECOND    CLASS 0
 PQ0329
 PQ0329.The horizontal coordinates were established by autonomous hand held GPS
 PQ0329.observations and have an estimated accuracy of +/- 10 meters.
 PQ0329.
 PQ0329.The orthometric height was determined by differential leveling and
 PQ0329.adjusted in June 1991.
 PQ0329
 PQ0329.Photographs are available for this station.
 PQ0329
 PQ0329.The dynamic height is computed by dividing the NAVD 88
 PQ0329.geopotential number by the normal gravity value computed on the
 PQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0329.degrees latitude (g = 980.6199 gals.).
 PQ0329
 PQ0329.The modeled gravity was interpolated from observed gravity values.
 PQ0329
 PQ0329;                    North         East    Units  Estimated Accuracy
 PQ0329;SPC MN S     -   312,289.      717,565.      MT  (+/- 10 meters HH2 GPS)
 PQ0329
 PQ0329                          SUPERSEDED SURVEY CONTROL
 PQ0329
 PQ0329  NGVD 29 (??/??/92)  342.361  (m)         1123.23   (f) ADJ UNCH    2 0
 PQ0329
 PQ0329.Superseded values are not recommended for survey control.
 PQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0329.See file dsdata.txt to determine how the superseded data were derived.
 PQ0329
 PQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK3864674521(NAD 83)
 PQ0329
 PQ0329_MARKER: DB = BENCH MARK DISK
 PQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0329_STAMPING: 3411 T 1972
 PQ0329_MARK LOGO: MNDT  
 PQ0329_PROJECTION: RECESSED 8 CENTIMETERS
 PQ0329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0329+STABILITY: SURFACE MOTION
 PQ0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0329+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2008
 PQ0329
 PQ0329  HISTORY     - Date     Condition        Report By
 PQ0329  HISTORY     - 19720401 MONUMENTED       MNHD
 PQ0329  HISTORY     - 20080731 GOOD             MNDT
 PQ0329
 PQ0329                          STATION DESCRIPTION
 PQ0329
 PQ0329'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0329'4.5 MI SW FROM BLOMKEST.
 PQ0329'MONUMENT IS LOCATED 2.0 MILES SOUTH ALONG T.H. 71 FROM JCT. T.H. 7 AND
 PQ0329'71, IN A 6 FOOT CONCRETE POST, IN THE SOUTHWEST CORNER OF JCT. T.H. 71
 PQ0329'AND TOWNSHIP ROAD, 102 FEET WEST OF THE CENTERLINE OF T.H. 71 (STATION
 PQ0329'480+93) AND 32.5 FEET SOUTH OF THE CENTER OF THE TOWNSHIP ROAD, IN A
 PQ0329'PILE LARGE STONES AND ROCKS ON THE BACKSLOPE OF THE TOWNSHIP ROAD, 1
 PQ0329'FOOT EAST OF A BENCH MARK WITNESS POST, AND FLUSH WITH THE GROUND, AT
 PQ0329'MILE POINT 108.25.  NE 1/4 SECTION 34, T 117N, R 35W.
 PQ0329
 PQ0329                          STATION RECOVERY (2008)
 PQ0329
 PQ0329'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 PQ0329'THE MARK IS 2.27 MI (3.7 KM) SOUTHWEST OF BLOMKEST.
 PQ0329' 
 PQ0329'TO REACH THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ0329'THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 11 IN BLOMKEST.
 PQ0329' 
 PQ0329'IT IS 2.0 MI (3.2 KM) SOUTH ON TRUNK HIGHWAY 71, AT TRUNK HIGHWAY 71
 PQ0329'MILE POINT 108.25, 102 FT (31.1 M) WEST OF TRUNK HIGHWAY 71, 32.5 FT
 PQ0329'(9.9 M) SOUTH OF TOWNSHIP ROAD, IN ROCK AND STONE PILE, 1.0 FT (0.3 M)
 PQ0329'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0326 ***********************************************************************
 PQ0326  DESIGNATION -  3411 U
 PQ0326  PID         -  PQ0326
 PQ0326  STATE/COUNTY-  MN/KANDIYOHI
 PQ0326  COUNTRY     -  US
 PQ0326  USGS QUAD   -  BLOMKEST (1965)
 PQ0326
 PQ0326                         *CURRENT SURVEY CONTROL
 PQ0326  ______________________________________________________________________
 PQ0326* NAD 83(1986) POSITION- 44 53 30.     (N) 095 02 14.     (W)   SCALED    
 PQ0326* NAVD 88 ORTHO HEIGHT -   342.542  (meters)    1123.82  (feet) ADJUSTED  
 PQ0326  ______________________________________________________________________
 PQ0326  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 PQ0326  DYNAMIC HEIGHT  -        342.512 (meters)     1123.72  (feet) COMP
 PQ0326  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 PQ0326
 PQ0326  VERT ORDER      -  SECOND    CLASS 0
 PQ0326
 PQ0326.The horizontal coordinates were scaled from a topographic map and have
 PQ0326.an estimated accuracy of +/- 6 seconds.
 PQ0326.
 PQ0326.The orthometric height was determined by differential leveling and
 PQ0326.adjusted in June 1991.
 PQ0326
 PQ0326.The dynamic height is computed by dividing the NAVD 88
 PQ0326.geopotential number by the normal gravity value computed on the
 PQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0326.degrees latitude (g = 980.6199 gals.).
 PQ0326
 PQ0326.The modeled gravity was interpolated from observed gravity values.
 PQ0326
 PQ0326;                    North         East    Units  Estimated Accuracy
 PQ0326;SPC MN S     -   310,710.      718,070.      MT  (+/- 180 meters Scaled)
 PQ0326
 PQ0326                          SUPERSEDED SURVEY CONTROL
 PQ0326
 PQ0326  NGVD 29 (??/??/92)  342.381  (m)         1123.30   (f) ADJ UNCH    2 0
 PQ0326
 PQ0326.Superseded values are not recommended for survey control.
 PQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0326.See file dsdata.txt to determine how the superseded data were derived.
 PQ0326
 PQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK391729(NAD 83)
 PQ0326
 PQ0326_MARKER: DD = SURVEY DISK
 PQ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0326_STAMPING: 3411 U 1972
 PQ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0326+STABILITY: SURFACE MOTION
 PQ0326
 PQ0326  HISTORY     - Date     Condition        Report By
 PQ0326  HISTORY     - 1972     MONUMENTED       MNDT
 PQ0326
 PQ0326                          STATION DESCRIPTION
 PQ0326
 PQ0326'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0326'4.5 MI SW FROM BLOMKEST.
 PQ0326'MONUMENT IS ALSO LOCATED 9.0 MILES NORTH OF OLIVIA OR IS 3.1 MILES
 PQ0326'SOUTH ALONG T.H. 71 FROM JCT. T.H. 7 AND 71 IN A 6 FOOT CONCRETE POST
 PQ0326'152 FEET WEST OF THE CENTERLINE OF T.H. 71 (423+50), AND 53 FEET NORTH
 PQ0326'OF CENTER OF TOWNSHIP ROAD WHICH IS THE COUNTY LINE.  ALSO LOCATED ON
 PQ0326'THE BACKSLOPE AND 19 FEET NORTH FROM A POWERPOLE, ONE FOOT EAST OF A
 PQ0326'BENCH MARK WITNESS POST, AND FLUSH WITH THE GROUND, AT MILE POINT
 PQ0326'107.1.  SW 1/4 SECTION 35, T 117N, R 35W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1681 ***********************************************************************
 QP1681  DESIGNATION -  3411 V
 QP1681  PID         -  QP1681
 QP1681  STATE/COUNTY-  MN/KANDIYOHI
 QP1681  COUNTRY     -  US
 QP1681  USGS QUAD   -  WILLMAR (1994)
 QP1681
 QP1681                         *CURRENT SURVEY CONTROL
 QP1681  ______________________________________________________________________
 QP1681* NAD 83(1986) POSITION- 45 05 17.     (N) 095 02 32.     (W)   SCALED    
 QP1681* NAVD 88 ORTHO HEIGHT -   349.154  (meters)    1145.52  (feet) ADJUSTED  
 QP1681  ______________________________________________________________________
 QP1681  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1681  DYNAMIC HEIGHT  -        349.129 (meters)     1145.43  (feet) COMP
 QP1681  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QP1681
 QP1681  VERT ORDER      -  SECOND    CLASS II
 QP1681
 QP1681.The horizontal coordinates were scaled from a topographic map and have
 QP1681.an estimated accuracy of +/- 6 seconds.
 QP1681.
 QP1681.The orthometric height was determined by differential leveling and
 QP1681.adjusted in June 1991.
 QP1681
 QP1681.The dynamic height is computed by dividing the NAVD 88
 QP1681.geopotential number by the normal gravity value computed on the
 QP1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1681.degrees latitude (g = 980.6199 gals.).
 QP1681
 QP1681.The modeled gravity was interpolated from observed gravity values.
 QP1681
 QP1681;                    North         East    Units  Estimated Accuracy
 QP1681;SPC MN S     -   332,540.      717,950.      MT  (+/- 180 meters Scaled)
 QP1681
 QP1681                          SUPERSEDED SURVEY CONTROL
 QP1681
 QP1681.No superseded survey control is available for this station.
 QP1681
 QP1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392947(NAD 83)
 QP1681
 QP1681_MARKER: DB = BENCH MARK DISK
 QP1681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP1681_SP_SET: BRIDGE RAILING
 QP1681_STAMPING: 3411 V 1981
 QP1681_MARK LOGO: MNDT  
 QP1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1681
 QP1681  HISTORY     - Date     Condition        Report By
 QP1681  HISTORY     - 1981     MONUMENTED       MNDT
 QP1681
 QP1681                          STATION DESCRIPTION
 QP1681
 QP1681'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1681'IN WILLMAR.
 QP1681'THE MARK IS LOCATED 1 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS
 QP1681'JUNCTION WITH 19TH AVENUE SOUTHWEST IN WILLMAR AND IS NEAR THE WEST
 QP1681'1/4 CORNER OF SECTION 26, T119N, RO5W.  THE MARK IS 24.6 FEET EAST OF
 QP1681'THE NORTHBOUND HIGHWAY 71 CENTERLINE IN THE BRIDGE RAILING IN THE
 QP1681'SOUTHEAST CORNER OF BRIDGE NUMBER 34008 CARRYING HIGHWAY 71 OVER NEW
 QP1681'TRUNK HIGHWAY 23 AND IS ABOUT 3 FEET HIGHER THAN THE BRIDGE DECK.
 QP1681'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---3411 V
 QP1681'1981---, IS CEMENTED IN A DRILL HOLE IN THE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1680 ***********************************************************************
 QP1680  DESIGNATION -  3411 V 1
 QP1680  PID         -  QP1680
 QP1680  STATE/COUNTY-  MN/KANDIYOHI
 QP1680  COUNTRY     -  US
 QP1680  USGS QUAD   -  WILLMAR (1994)
 QP1680
 QP1680                         *CURRENT SURVEY CONTROL
 QP1680  ______________________________________________________________________
 QP1680* NAD 83(1986) POSITION- 45 05 19.     (N) 095 02 32.     (W)   SCALED    
 QP1680* NAVD 88 ORTHO HEIGHT -   348.554  (meters)    1143.55  (feet) ADJUSTED  
 QP1680  ______________________________________________________________________
 QP1680  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1680  DYNAMIC HEIGHT  -        348.529 (meters)     1143.47  (feet) COMP
 QP1680  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QP1680
 QP1680  VERT ORDER      -  SECOND    CLASS II
 QP1680
 QP1680.The horizontal coordinates were scaled from a topographic map and have
 QP1680.an estimated accuracy of +/- 6 seconds.
 QP1680.
 QP1680.The orthometric height was determined by differential leveling and
 QP1680.adjusted in June 1991.
 QP1680
 QP1680.The dynamic height is computed by dividing the NAVD 88
 QP1680.geopotential number by the normal gravity value computed on the
 QP1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1680.degrees latitude (g = 980.6199 gals.).
 QP1680
 QP1680.The modeled gravity was interpolated from observed gravity values.
 QP1680
 QP1680;                    North         East    Units  Estimated Accuracy
 QP1680;SPC MN S     -   332,600.      717,960.      MT  (+/- 180 meters Scaled)
 QP1680
 QP1680                          SUPERSEDED SURVEY CONTROL
 QP1680
 QP1680.No superseded survey control is available for this station.
 QP1680
 QP1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392948(NAD 83)
 QP1680
 QP1680_MARKER: DB = BENCH MARK DISK
 QP1680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP1680_SP_SET: BRIDGE RAILING
 QP1680_STAMPING: 3411 V 1 1981
 QP1680_MARK LOGO: MNDT  
 QP1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1680
 QP1680  HISTORY     - Date     Condition        Report By
 QP1680  HISTORY     - 1981     MONUMENTED       MNDT
 QP1680
 QP1680                          STATION DESCRIPTION
 QP1680
 QP1680'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1680'IN WILLMAR.
 QP1680'THE MARK IS LOCATED 1 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS
 QP1680'JUNCTION WITH 19TH AVENUE SOUTHWEST IN WILLMAR AND IS NEAR THE WEST
 QP1680'1/4 CORNER OF SECTION 26, T119N, R35W.  THE MARK IS 24.6 FEET EAST OF
 QP1680'THE NORTHBOUND HIGHWAY 71 CENTERLINE IN THE BRIDGE RAILING IN THE
 QP1680'NORTHEAST CORNER OF BRIDGE NUMBER 34008 CARRYING HIGHWAY 71 OVER NEW
 QP1680'TRUNK HIGHWAY 23 AND IS ABOUT 3 FEET HIGHER THAN THE BRIDGE DECK.
 QP1680'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---3411 V
 QP1680'1 1981---, IS CEMENTED IN A DRILL HOLE IN THE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1682 ***********************************************************************
 QP1682  DESIGNATION -  3411 W
 QP1682  PID         -  QP1682
 QP1682  STATE/COUNTY-  MN/KANDIYOHI
 QP1682  COUNTRY     -  US
 QP1682  USGS QUAD   -  WILLMAR (1994)
 QP1682
 QP1682                         *CURRENT SURVEY CONTROL
 QP1682  ______________________________________________________________________
 QP1682* NAD 83(1986) POSITION- 45 05 17.     (N) 095 02 34.     (W)   SCALED    
 QP1682* NAVD 88 ORTHO HEIGHT -   349.214  (meters)    1145.71  (feet) ADJUSTED  
 QP1682  ______________________________________________________________________
 QP1682  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1682  DYNAMIC HEIGHT  -        349.188 (meters)     1145.63  (feet) COMP
 QP1682  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 QP1682
 QP1682  VERT ORDER      -  SECOND    CLASS II
 QP1682
 QP1682.The horizontal coordinates were scaled from a topographic map and have
 QP1682.an estimated accuracy of +/- 6 seconds.
 QP1682.
 QP1682.The orthometric height was determined by differential leveling and
 QP1682.adjusted in June 1991.
 QP1682
 QP1682.The dynamic height is computed by dividing the NAVD 88
 QP1682.geopotential number by the normal gravity value computed on the
 QP1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1682.degrees latitude (g = 980.6199 gals.).
 QP1682
 QP1682.The modeled gravity was interpolated from observed gravity values.
 QP1682
 QP1682;                    North         East    Units  Estimated Accuracy
 QP1682;SPC MN S     -   332,540.      717,910.      MT  (+/- 180 meters Scaled)
 QP1682
 QP1682                          SUPERSEDED SURVEY CONTROL
 QP1682
 QP1682.No superseded survey control is available for this station.
 QP1682
 QP1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392947(NAD 83)
 QP1682
 QP1682_MARKER: DB = BENCH MARK DISK
 QP1682_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP1682_SP_SET: BRIDGE RAILING
 QP1682_STAMPING: 3411 W 1981
 QP1682_MARK LOGO: MNDT  
 QP1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1682
 QP1682  HISTORY     - Date     Condition        Report By
 QP1682  HISTORY     - 1981     MONUMENTED       MNDT
 QP1682
 QP1682                          STATION DESCRIPTION
 QP1682
 QP1682'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1682'IN WILLMAR.
 QP1682'THE MARK IS LOCATED 1 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS
 QP1682'JUNCTION WITH 19TH AVENUE IN WILLMAR AND IS NEAR THE EAST 1/4 CORNER
 QP1682'OF SECTION 27, T119N, R35W.  THE MARK IS 18.9 FEET EAST OF AND 3 FEET
 QP1682'HIGHER THAN THE SOUTHBOUND CENTERLINE OF HIGHWAY 71 IN THE BRIDGE
 QP1682'RAILING IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 34007 CARRYING
 QP1682'HIGHWAY 71 OVER NEW TRUNK HIGHWAY 23.  THE MARK, A STANDARD MNHD
 QP1682'VERTICAL CONTROL MARK DISK STAMPED---3411 W 1981---, IS CEMENTED IN A
 QP1682'DRILL HOLE IN THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1683 ***********************************************************************
 QP1683  DESIGNATION -  3411 W 1
 QP1683  PID         -  QP1683
 QP1683  STATE/COUNTY-  MN/KANDIYOHI
 QP1683  COUNTRY     -  US
 QP1683  USGS QUAD   -  WILLMAR (1994)
 QP1683
 QP1683                         *CURRENT SURVEY CONTROL
 QP1683  ______________________________________________________________________
 QP1683* NAD 83(1986) POSITION- 45 05 19.     (N) 095 02 34.     (W)   SCALED    
 QP1683* NAVD 88 ORTHO HEIGHT -   348.675  (meters)    1143.94  (feet) ADJUSTED  
 QP1683  ______________________________________________________________________
 QP1683  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 QP1683  DYNAMIC HEIGHT  -        348.650 (meters)     1143.86  (feet) COMP
 QP1683  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 QP1683
 QP1683  VERT ORDER      -  SECOND    CLASS II
 QP1683
 QP1683.The horizontal coordinates were scaled from a topographic map and have
 QP1683.an estimated accuracy of +/- 6 seconds.
 QP1683.
 QP1683.The orthometric height was determined by differential leveling and
 QP1683.adjusted in June 1991.
 QP1683
 QP1683.The dynamic height is computed by dividing the NAVD 88
 QP1683.geopotential number by the normal gravity value computed on the
 QP1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1683.degrees latitude (g = 980.6199 gals.).
 QP1683
 QP1683.The modeled gravity was interpolated from observed gravity values.
 QP1683
 QP1683;                    North         East    Units  Estimated Accuracy
 QP1683;SPC MN S     -   332,600.      717,910.      MT  (+/- 180 meters Scaled)
 QP1683
 QP1683                          SUPERSEDED SURVEY CONTROL
 QP1683
 QP1683.No superseded survey control is available for this station.
 QP1683
 QP1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK392948(NAD 83)
 QP1683
 QP1683_MARKER: DB = BENCH MARK DISK
 QP1683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP1683_SP_SET: BRIDGE RAILING
 QP1683_STAMPING: 3411 W 1 1981
 QP1683_MARK LOGO: MNDT  
 QP1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1683
 QP1683  HISTORY     - Date     Condition        Report By
 QP1683  HISTORY     - 1981     MONUMENTED       MNDT
 QP1683
 QP1683                          STATION DESCRIPTION
 QP1683
 QP1683'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1683'IN WILLMAR.
 QP1683'THE MARK IS LOCATED 1 MILE SOUTH ALONG TRUNK HIGHWAY 71 FROM ITS
 QP1683'JUNCTION WITH 19TH AVENUE IN WILLMAR AND IS NEAR THE EAST 1/4 CORNER
 QP1683'OF SECTION 27, T119N, R35W.  THE MARK IS 18.9 FEET EAST OF AND 3 FEET
 QP1683'HIGHER THAN THE SOUTHBOUND CENTERLINE OF HIGHWAY 71 IN THE BRIDGE
 QP1683'RAILING IN THE NORTHEAST CORNER OF BRIDGE NUMBER 34007 CARRYING
 QP1683'HIGHWAY 71 OVER NEW TRUNK HIGHWAY 23.  THE MARK, A STANDARD MNHD
 QP1683'VERTICAL CONTROL MARK DISK STAMPED---3411 W 1 1981---, IS CEMENTED IN
 QP1683'A DRILL HOLE IN THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1688 ***********************************************************************
 QP1688  DESIGNATION -  3411 X
 QP1688  PID         -  QP1688
 QP1688  STATE/COUNTY-  MN/KANDIYOHI
 QP1688  COUNTRY     -  US
 QP1688  USGS QUAD   -  WILLMAR (1994)
 QP1688
 QP1688                         *CURRENT SURVEY CONTROL
 QP1688  ______________________________________________________________________
 QP1688* NAD 83(1986) POSITION- 45 06 37.0    (N) 095 00 48.0    (W)   HD_HELD2  
 QP1688* NAVD 88 ORTHO HEIGHT -   351.331  (meters)    1152.66  (feet) ADJUSTED  
 QP1688  ______________________________________________________________________
 QP1688  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 QP1688  DYNAMIC HEIGHT  -        351.304 (meters)     1152.57  (feet) COMP
 QP1688  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 QP1688
 QP1688  VERT ORDER      -  SECOND    CLASS II
 QP1688
 QP1688.The horizontal coordinates were established by autonomous hand held GPS
 QP1688.observations and have an estimated accuracy of +/- 10 meters.
 QP1688.
 QP1688.The orthometric height was determined by differential leveling and
 QP1688.adjusted in June 1991.
 QP1688
 QP1688.Photographs are available for this station.
 QP1688
 QP1688.The dynamic height is computed by dividing the NAVD 88
 QP1688.geopotential number by the normal gravity value computed on the
 QP1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1688.degrees latitude (g = 980.6199 gals.).
 QP1688
 QP1688.The modeled gravity was interpolated from observed gravity values.
 QP1688
 QP1688;                    North         East    Units  Estimated Accuracy
 QP1688;SPC MN S     -   334,976.      720,259.      MT  (+/- 10 meters HH2 GPS)
 QP1688
 QP1688                          SUPERSEDED SURVEY CONTROL
 QP1688
 QP1688.No superseded survey control is available for this station.
 QP1688
 QP1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK4162397172(NAD 83)
 QP1688
 QP1688_MARKER: DB = BENCH MARK DISK
 QP1688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QP1688_SP_SET: BRIDGE RAILING
 QP1688_STAMPING: 3411 X 1981
 QP1688_MARK LOGO: MNDT  
 QP1688_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1688+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2008
 QP1688
 QP1688  HISTORY     - Date     Condition        Report By
 QP1688  HISTORY     - 19810401 MONUMENTED       MNDT
 QP1688  HISTORY     - 20080923 GOOD             MNDT
 QP1688
 QP1688                          STATION DESCRIPTION
 QP1688
 QP1688'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1688'IN WILLMAR.
 QP1688'THE MARK IS LOCATED 1.4 MILES EAST ALONG WILLMAR AVENUE SOUTHEAST
 QP1688'FROM ITS JUNCTION WITH TRUNK HIGHWAY 71 IN WILLMAR AND IS IN THE NW
 QP1688'1/4 OF SECTION 24, T119N, R35W.  THE MARK IS 25.2 FEET SOUTH OF AND 3
 QP1688'FEET HIGHER THAN THE CENTERLINE OF WILLMAR AVENUE SOUTHEAST AND 18.8
 QP1688'FEET WEST OF THE EAST END AND SET IN THE SOUTH CONCRETE BRIDGE
 QP1688'RAILING OF BRIDGE NUMBER 34006 CARRYING WILLMAR AVENUE SOUTHEAST OVER
 QP1688'NEW TRUNK HIGHWAY 23.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1688'STAMPED---3411 X 1981---, IS CEMENTED IN A DRILL HOLE IN THE BRIDGE
 QP1688'RAILING
 QP1688
 QP1688                          STATION RECOVERY (2008)
 QP1688
 QP1688'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1688'THE MARK IS 2.03 MI (3.3 KM) SOUTHEAST OF WILLMAR.
 QP1688' 
 QP1688'TO REACH MARK FROM SOUTH RAILING OF WILLMAR AVENUE SOUTHEAST BRIDGE
 QP1688'NUMBER 34006 OVER NEW TRUNK HIGHWAY 23, 0.7 MI (1.1 KM) SOUTH ALONG
 QP1688'SEVENTH STREET SOUTHWEST FROM THE JUNCTION OF SEVENTH STREET SOUTHWEST
 QP1688'AND TRUNK HIGHWAY 12 IN WILLMAR.
 QP1688' 
 QP1688'IT IS 1.8 MI (2.9 KM) EAST ON WILLMAR AVENUE SOUTHWEST, 25.2 FT (7.7
 QP1688'M) SOUTH OF WILLMAR AVENUE SOUTHEAST, 18.8 FT (5.7 M) WEST OF EAST END
 QP1688'OF RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5724 ***********************************************************************
 DE5724  DESIGNATION -  3413 F
 DE5724  PID         -  DE5724
 DE5724  STATE/COUNTY-  MN/KANDIYOHI
 DE5724  COUNTRY     -  US
 DE5724  USGS QUAD   -  NEW LONDON (1967)
 DE5724
 DE5724                         *CURRENT SURVEY CONTROL
 DE5724  ______________________________________________________________________
 DE5724* NAD 83(2007) POSITION- 45 18 08.71980(N) 094 54 22.12122(W)   ADJUSTED  
 DE5724* NAD 83(2007) ELLIP HT-   347.896 (meters)        (02/10/07)   ADJUSTED
 DE5724* NAD 83(2007) EPOCH   -  2002.00
 DE5724* NAVD 88 ORTHO HEIGHT -   374.725  (meters)    1229.41  (feet) ADJUSTED  
 DE5724  ______________________________________________________________________
 DE5724  NAD 83(2007) X  -   -384,344.487 (meters)                     COMP
 DE5724  NAD 83(2007) Y  - -4,477,541.926 (meters)                     COMP
 DE5724  NAD 83(2007) Z  -  4,511,298.453 (meters)                     COMP
 DE5724  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC09
 DE5724  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DE5724  DYNAMIC HEIGHT  -        374.695 (meters)     1229.31  (feet) COMP
 DE5724  MODELED GRAVITY -    980,526.7   (mgal)                       NAVD 88
 DE5724
 DE5724  VERT ORDER      -  SECOND    CLASS I
 DE5724
 DE5724  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5724  Type                                         Horiz  Ellip  Dist(km)
 DE5724  -------------------------------------------------------------------
 DE5724  NETWORK                                       0.89   0.61
 DE5724  -------------------------------------------------------------------
 DE5724  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.39      1.32
 DE5724  -------------------------------------------------------------------
 DE5724  NOTE: Click here for information on individual local accuracy
 DE5724  values and other accuracy information.
 DE5724
 DE5724
 DE5724.The horizontal coordinates were established by GPS observations
 DE5724.and adjusted by the National Geodetic Survey in February 2007.
 DE5724
 DE5724.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5724.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5724
 DE5724.The horizontal coordinates are valid at the epoch date displayed above
 DE5724.which is a decimal equivalence of Year/Month/Day.
 DE5724
 DE5724.The orthometric height was determined by differential leveling and
 DE5724.adjusted in April 2009.
 DE5724
 DE5724.No vertical observational check was made to the station.
 DE5724
 DE5724.Photographs are available for this station.
 DE5724
 DE5724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5724
 DE5724.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5724
 DE5724.The ellipsoidal height was determined by GPS observations
 DE5724.and is referenced to NAD 83.
 DE5724
 DE5724.The dynamic height is computed by dividing the NAVD 88
 DE5724.geopotential number by the normal gravity value computed on the
 DE5724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5724.degrees latitude (g = 980.6199 gals.).
 DE5724
 DE5724.The modeled gravity was interpolated from observed gravity values.
 DE5724
 DE5724. The following values were computed from the NAD 83(2007) position.
 DE5724
 DE5724;                    North         East     Units Scale Factor Converg.
 DE5724;SPC MN S     -   356,229.882   728,930.243   MT  1.00001987   -0 38 06.5
 DE5724;SPC MN S     - 1,168,730.87  2,391,498.64   sFT  1.00001987   -0 38 06.5
 DE5724;UTM  15      - 5,018,313.893   350,559.295   MT  0.99987459   -1 21 18.7
 DE5724
 DE5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5724!SPC MN S     -   0.99994546  x   1.00001987  =   0.99996533
 DE5724!UTM  15      -   0.99994546  x   0.99987459  =   0.99982006
 DE5724
 DE5724:                Primary Azimuth Mark                     Grid Az
 DE5724:SPC MN S     -  3413 U                                   008 32 17.2
 DE5724:UTM  15      -  3413 U                                   009 15 29.4
 DE5724
 DE5724|---------------------------------------------------------------------|
 DE5724| PID    Reference Object                     Distance      Geod. Az  |
 DE5724|                                                           dddmmss.s |
 DE5724| DL2296 3413 U                              APPROX. 0.6 KM 0075410.7 |
 DE5724| DE5725 3413 G                              APPROX. 1.3 KM 2461426.2 |
 DE5724|---------------------------------------------------------------------|
 DE5724
 DE5724                          SUPERSEDED SURVEY CONTROL
 DE5724
 DE5724  NAD 83(1996)-  45 18 08.71943(N)    094 54 22.12079(W) AD(       ) 1
 DE5724  ELLIP H (06/26/02)  347.926  (m)                       GP(       ) 4 1
 DE5724  NAVD 88 (04/01/09)  374.73   (m)         1229.4    (f) LEVELING    3  
 DE5724  NAVD 88 (06/26/02)  374.7    (m)  GEOID99 model used   GPS OBS        
 DE5724
 DE5724.Superseded values are not recommended for survey control.
 DE5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5724.See file dsdata.txt to determine how the superseded data were derived.
 DE5724
 DE5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5055918313(NAD 83)
 DE5724
 DE5724_MARKER: DD = SURVEY DISK
 DE5724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5724_STAMPING: 3413 F 2001
 DE5724_MARK LOGO: MNDT  
 DE5724_PROJECTION: FLUSH
 DE5724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5724+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 DE5724_ROD/PIPE-DEPTH:  9.1 meters
 DE5724
 DE5724  HISTORY     - Date     Condition        Report By
 DE5724  HISTORY     - 2001     MONUMENTED       MNDT
 DE5724  HISTORY     - 20011001 GOOD             MNDT
 DE5724  HISTORY     - 20080617 GOOD             MNDT
 DE5724
 DE5724                          STATION DESCRIPTION
 DE5724
 DE5724'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5724'1.75 MI (2.82 KM) ENE OF NEW LONDON, 1.7 MI (2.7 KM) ENE ALONG TH 23
 DE5724'FROM THE JCT OF TH TH 9 IN NEW LONDON TO TH 23 MP 162.65 THENCE 0.15
 DE5724'MI (0.24 KM) SE ON 99TH ST NE, 34.9 FT (10.6 M) SE OF 99TH ST NE, 89.6
 DE5724'FT (27.3 M) SW OF DRIVEWAY, 55 FT (16.8 M) SW OF FENCE COR, 127.7 FTSE
 DE5724'OF PEDESTAL, 3.5 FT (1.1 M) WEST OF WIT POST.
 DE5724
 DE5724                          STATION RECOVERY (2001)
 DE5724
 DE5724'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE5724'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 DE5724
 DE5724                          STATION RECOVERY (2008)
 DE5724
 DE5724'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DE5724'1.75 MILES EAST-NORTHEAST OF NEW LONDON, 1.7 MILES EAST-NORTHEAST
 DE5724'ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DE5724'HIGHWAY 9 IN NEW LONDON TO TRUNK HIGHWAY 23 MILEPOINT 162.65, THENCE
 DE5724'0.15 MILE SOUTHEAST ON 99TH STREET NORTHEAST, 34.9 FEET SOUTHEAST OF
 DE5724'99TH STREET NORTHEAST, 89.6 FEET SOUTHWEST OF DRIVEWAY NUMBER 18565,
 DE5724'55.0 FEET SOUTHWEST OF FENCE CORNER, 127.7 FEET SOUTHEAST OF PEDESTAL,
 DE5724'3.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2289 ***********************************************************************
 DL2289  DESIGNATION -  3413 H RESET
 DL2289  PID         -  DL2289
 DL2289  STATE/COUNTY-  MN/KANDIYOHI
 DL2289  COUNTRY     -  US
 DL2289  USGS QUAD   -  NEW LONDON (1967)
 DL2289
 DL2289                         *CURRENT SURVEY CONTROL
 DL2289  ______________________________________________________________________
 DL2289* NAD 83(2007) POSITION- 45 15 48.80379(N) 094 56 24.49641(W)   ADJUSTED  
 DL2289* NAD 83(2007) ELLIP HT-   334.528 (meters)        (04/01/09)   ADJUSTED
 DL2289* NAD 83(2007) EPOCH   -  2002.00
 DL2289* NAVD 88 ORTHO HEIGHT -   361.369  (meters)    1185.59  (feet) ADJUSTED  
 DL2289  ______________________________________________________________________
 DL2289  NAD 83(2007) X  -   -387,264.427 (meters)                     COMP
 DL2289  NAD 83(2007) Y  - -4,480,361.835 (meters)                     COMP
 DL2289  NAD 83(2007) Z  -  4,508,249.627 (meters)                     COMP
 DL2289  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC09
 DL2289  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 DL2289  DYNAMIC HEIGHT  -        361.339 (meters)     1185.49  (feet) COMP
 DL2289  MODELED GRAVITY -    980,524.7   (mgal)                       NAVD 88
 DL2289
 DL2289  HORZ ORDER      -  FIRST
 DL2289  VERT ORDER      -  SECOND    CLASS I
 DL2289  ELLP ORDER      -  SECOND    CLASS I
 DL2289
 DL2289.The horizontal coordinates were established by GPS observations
 DL2289.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2289
 DL2289.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2289.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2289
 DL2289.The horizontal coordinates are valid at the epoch date displayed above
 DL2289.which is a decimal equivalence of Year/Month/Day.
 DL2289
 DL2289.The orthometric height was determined by differential leveling and
 DL2289.adjusted in January 2011.
 DL2289
 DL2289.Photographs are available for this station.
 DL2289
 DL2289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2289
 DL2289.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2289
 DL2289.The ellipsoidal height was determined by GPS observations
 DL2289.and is referenced to NAD 83.
 DL2289
 DL2289.The dynamic height is computed by dividing the NAVD 88
 DL2289.geopotential number by the normal gravity value computed on the
 DL2289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2289.degrees latitude (g = 980.6199 gals.).
 DL2289
 DL2289.The modeled gravity was interpolated from observed gravity values.
 DL2289
 DL2289. The following values were computed from the NAD 83(2007) position.
 DL2289
 DL2289;                    North         East     Units Scale Factor Converg.
 DL2289;SPC MN S     -   351,940.797   726,214.570   MT  1.00001058   -0 39 32.3
 DL2289;SPC MN S     - 1,154,659.10  2,382,588.97   sFT  1.00001058   -0 39 32.3
 DL2289;UTM  15      - 5,014,059.837   347,790.333   MT  0.99988486   -1 22 42.4
 DL2289
 DL2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2289!SPC MN S     -   0.99994755  x   1.00001058  =   0.99995813
 DL2289!UTM  15      -   0.99994755  x   0.99988486  =   0.99983242
 DL2289
 DL2289:                Primary Azimuth Mark                     Grid Az
 DL2289:SPC MN S     -  3413 V                                   354 37 36.9
 DL2289:UTM  15      -  3413 V                                   355 20 47.0
 DL2289
 DL2289|---------------------------------------------------------------------|
 DL2289| PID    Reference Object                     Distance      Geod. Az  |
 DL2289|                                                           dddmmss.s |
 DL2289| DL2297 3413 V                              APPROX. 1.8 KM 3535804.6 |
 DL2289|---------------------------------------------------------------------|
 DL2289
 DL2289                          SUPERSEDED SURVEY CONTROL
 DL2289
 DL2289  NAVD 88 (04/01/09)  361.37   (m)         1185.6    (f) LEVELING    3  
 DL2289
 DL2289.Superseded values are not recommended for survey control.
 DL2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2289.See file dsdata.txt to determine how the superseded data were derived.
 DL2289
 DL2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4779014059(NAD 83)
 DL2289
 DL2289_MARKER: DD = SURVEY DISK
 DL2289_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2289_STAMPING: 3413 H 2001 RESET 2008
 DL2289_MARK LOGO: MNDT  
 DL2289_PROJECTION: RECESSED 5 CENTIMETERS
 DL2289_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2289+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2008
 DL2289_ROD/PIPE-DEPTH:  3.7 meters
 DL2289
 DL2289  HISTORY     - Date     Condition        Report By
 DL2289  HISTORY     - 2008     MONUMENTED       MNDT
 DL2289  HISTORY     - 20080618 GOOD             MNDT
 DL2289  HISTORY     - 20080909 GOOD             MNDT
 DL2289
 DL2289                          STATION DESCRIPTION
 DL2289
 DL2289'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2289'2.0 MILES NORTH OF SPICER, 2.15 MILES NORTH ALONG TRUNK HIGHWAY 23
 DL2289'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 10 IN SPICER TO
 DL2289'TRUNK HIGHWAY 23 MILEPOINT 158.85, THENCE 0.15 MILE EAST ON COUNTY
 DL2289'ROAD 30, 28.7 FEET NORTH OF COUNTY ROAD 30, 14.8 FEET NORTH-NORTHEAST
 DL2289'OF POWER POLE, 11.2 FEET SOUTH OF SIDEWALK, 0.9 FOOT SOUTH OF WITNESS
 DL2289'POST.
 DL2289
 DL2289                          STATION RECOVERY (2008)
 DL2289
 DL2289'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DL2289'RECOVERED AS DESCRIBED.
 DL2289
 DL2289                          STATION RECOVERY (2008)
 DL2289
 DL2289'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (BOO)
 DL2289'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5727 ***********************************************************************
 DE5727  DESIGNATION -  3413 J
 DE5727  PID         -  DE5727
 DE5727  STATE/COUNTY-  MN/KANDIYOHI
 DE5727  COUNTRY     -  US
 DE5727  USGS QUAD   -  SPICER (1982)
 DE5727
 DE5727                         *CURRENT SURVEY CONTROL
 DE5727  ______________________________________________________________________
 DE5727* NAD 83(2007) POSITION- 45 14 13.49574(N) 094 56 24.04812(W)   ADJUSTED  
 DE5727* NAD 83(2007) ELLIP HT-   330.067 (meters)        (02/10/07)   ADJUSTED
 DE5727* NAD 83(2007) EPOCH   -  2002.00
 DE5727* NAVD 88 ORTHO HEIGHT -   356.904  (meters)    1170.94  (feet) ADJUSTED  
 DE5727  ______________________________________________________________________
 DE5727  NAD 83(2007) X  -   -387,434.368 (meters)                     COMP
 DE5727  NAD 83(2007) Y  - -4,482,441.472 (meters)                     COMP
 DE5727  NAD 83(2007) Z  -  4,506,174.952 (meters)                     COMP
 DE5727  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC09
 DE5727  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 DE5727  DYNAMIC HEIGHT  -        356.875 (meters)     1170.85  (feet) COMP
 DE5727  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 DE5727
 DE5727  VERT ORDER      -  SECOND    CLASS I
 DE5727
 DE5727  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5727  Type                                         Horiz  Ellip  Dist(km)
 DE5727  -------------------------------------------------------------------
 DE5727  NETWORK                                       0.80   0.55
 DE5727  -------------------------------------------------------------------
 DE5727  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.68   0.43      1.78
 DE5727  -------------------------------------------------------------------
 DE5727  NOTE: Click here for information on individual local accuracy
 DE5727  values and other accuracy information.
 DE5727
 DE5727
 DE5727.The horizontal coordinates were established by GPS observations
 DE5727.and adjusted by the National Geodetic Survey in February 2007.
 DE5727
 DE5727.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5727.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5727
 DE5727.The horizontal coordinates are valid at the epoch date displayed above
 DE5727.which is a decimal equivalence of Year/Month/Day.
 DE5727
 DE5727.The orthometric height was determined by differential leveling and
 DE5727.adjusted in April 2009.
 DE5727
 DE5727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5727
 DE5727.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5727
 DE5727.The ellipsoidal height was determined by GPS observations
 DE5727.and is referenced to NAD 83.
 DE5727
 DE5727.The dynamic height is computed by dividing the NAVD 88
 DE5727.geopotential number by the normal gravity value computed on the
 DE5727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5727.degrees latitude (g = 980.6199 gals.).
 DE5727
 DE5727.The modeled gravity was interpolated from observed gravity values.
 DE5727
 DE5727. The following values were computed from the NAD 83(2007) position.
 DE5727
 DE5727;                    North         East     Units Scale Factor Converg.
 DE5727;SPC MN S     -   348,998.574   726,190.508   MT  1.00000452   -0 39 32.0
 DE5727;SPC MN S     - 1,145,006.15  2,382,510.02   sFT  1.00000452   -0 39 32.0
 DE5727;UTM  15      - 5,011,118.508   347,729.351   MT  0.99988509   -1 22 39.8
 DE5727
 DE5727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5727!SPC MN S     -   0.99994825  x   1.00000452  =   0.99995277
 DE5727!UTM  15      -   0.99994825  x   0.99988509  =   0.99983335
 DE5727
 DE5727|---------------------------------------------------------------------|
 DE5727| PID    Reference Object                     Distance      Geod. Az  |
 DE5727|                                                           dddmmss.s |
 DE5727| QP0413 X 17                                214.105 METERS 17510     |
 DE5727|---------------------------------------------------------------------|
 DE5727
 DE5727                          SUPERSEDED SURVEY CONTROL
 DE5727
 DE5727  NAD 83(1996)-  45 14 13.49527(N)    094 56 24.04766(W) AD(       ) 1
 DE5727  ELLIP H (06/26/02)  330.092  (m)                       GP(       ) 4 1
 DE5727  NAVD 88 (06/26/02)  356.9    (m)  GEOID99 model used   GPS OBS        
 DE5727
 DE5727.Superseded values are not recommended for survey control.
 DE5727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5727.See file dsdata.txt to determine how the superseded data were derived.
 DE5727
 DE5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4772911118(NAD 83)
 DE5727
 DE5727_MARKER: DD = SURVEY DISK
 DE5727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5727_STAMPING: 3413 J 2001
 DE5727_MARK LOGO: MNDT  
 DE5727_PROJECTION: RECESSED 3 CENTIMETERS
 DE5727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5727+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2007
 DE5727_ROD/PIPE-DEPTH: 13.7 meters
 DE5727
 DE5727  HISTORY     - Date     Condition        Report By
 DE5727  HISTORY     - 2001     MONUMENTED       MNDT
 DE5727  HISTORY     - 20011218 GOOD             MNDT
 DE5727  HISTORY     - 20070827 GOOD             MNDT
 DE5727
 DE5727                          STATION DESCRIPTION
 DE5727
 DE5727'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5727'IN SPICER, 0.3 MI (0.5 KM) NORTH OF THE JCT OF TH 23 AND CO RD 10, AT
 DE5727'TH 23 MP 157.0, 125.8 FT (38.3 M) WEST OF TH 23, 15.5 FT (4.7 M) WEST
 DE5727'OF STATE TRAIL, 23.7 FT (7.2 M) SOUTH OF ENTRANCE TO FIRE STATION, 2.1
 DE5727'FT (0.6 M) SOUTH OF WIT POST.
 DE5727
 DE5727                          STATION RECOVERY (2001)
 DE5727
 DE5727'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE5727'THE MARK IS IN SPICER, 0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 23
 DE5727'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 10 IN SPICER, AT
 DE5727'TRUNK HIGHWAY 23 MILEPOST 157.0, 125.8 FT (38.3 M) WEST OF TRUNK
 DE5727'HIGHWAY 23, 15.5 FT (4.7 M) WEST OF STATE TRAIL, 23.7 FT (7.2 M) SOUTH
 DE5727'OF ENTRANCE TO FIRE STATION, 2.1 FT (0.6 M) SOUTH OF A WITNESS POST,
 DE5727'RECESSED 1 INCH (3 CM) MAGNETIC, AND SUITABLE FOR GPS.
 DE5727
 DE5727                          STATION RECOVERY (2007)
 DE5727
 DE5727'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WJN)
 DE5727'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTH-NORTHEAST OF WILLMAR,
 DE5727'4.4 MI (7.1 KM) SOUTH OF NEW LONDON AND 0.3 MI (0.5 KM) NORTH ALONG
 DE5727'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DE5727'10 IN SPICER.
 DE5727' 
 DE5727'TO REACH TO THE MARK FROM TRUNK HIGHWAY 23 MILE POINT 157.0, GO 125.8
 DE5727'FT (38.3 M) WEST OF TRUNK HIGHWAY 23, 15.5 FT (4.7 M) WEST OF STATE
 DE5727'TRAIL, 23.7 FT (7.2 M) SOUTH OF ENTRANCE TO FIRE STATION, 2.1 FT (0.6
 DE5727'M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2303 ***********************************************************************
 DL2303  DESIGNATION -  3413 J RESET
 DL2303  PID         -  DL2303
 DL2303  STATE/COUNTY-  MN/KANDIYOHI
 DL2303  COUNTRY     -  US
 DL2303  USGS QUAD   -  SPICER (1982)
 DL2303
 DL2303                         *CURRENT SURVEY CONTROL
 DL2303  ______________________________________________________________________
 DL2303* NAD 83(2007) POSITION- 45 14 13.49515(N) 094 56 24.04804(W)   ADJUSTED  
 DL2303* NAD 83(2007) ELLIP HT-   330.026 (meters)        (04/01/09)   ADJUSTED
 DL2303* NAD 83(2007) EPOCH   -  2002.00
 DL2303* NAVD 88 ORTHO HEIGHT -   356.87   (meters)    1170.8   (feet) LEVELING  
 DL2303  ______________________________________________________________________
 DL2303  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 DL2303  NAD 83(2007) X  -   -387,434.365 (meters)                     COMP
 DL2303  NAD 83(2007) Y  - -4,482,441.457 (meters)                     COMP
 DL2303  NAD 83(2007) Z  -  4,506,174.910 (meters)                     COMP
 DL2303  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC09
 DL2303  HORZ ORDER      -  FIRST
 DL2303  VERT ORDER      -  THIRD
 DL2303  ELLP ORDER      -  SECOND    CLASS I
 DL2303
 DL2303.The horizontal coordinates were established by GPS observations
 DL2303.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2303
 DL2303.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2303.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2303
 DL2303.The horizontal coordinates are valid at the epoch date displayed above
 DL2303.which is a decimal equivalence of Year/Month/Day.
 DL2303
 DL2303.The orthometric height was determined by differential leveling.
 DL2303.The vertical network tie was performed by a horz. field party for horz.
 DL2303.obs reductions. Reset procedures were used to establish the elevation.
 DL2303
 DL2303.Photographs are available for this station.
 DL2303
 DL2303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2303
 DL2303.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2303
 DL2303.The ellipsoidal height was determined by GPS observations
 DL2303.and is referenced to NAD 83.
 DL2303
 DL2303. The following values were computed from the NAD 83(2007) position.
 DL2303
 DL2303;                    North         East     Units Scale Factor Converg.
 DL2303;SPC MN S     -   348,998.556   726,190.510   MT  1.00000452   -0 39 32.0
 DL2303;SPC MN S     - 1,145,006.10  2,382,510.03   sFT  1.00000452   -0 39 32.0
 DL2303;UTM  15      - 5,011,118.490   347,729.352   MT  0.99988509   -1 22 39.8
 DL2303
 DL2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2303!SPC MN S     -   0.99994826  x   1.00000452  =   0.99995278
 DL2303!UTM  15      -   0.99994826  x   0.99988509  =   0.99983336
 DL2303
 DL2303                          SUPERSEDED SURVEY CONTROL
 DL2303
 DL2303.No superseded survey control is available for this station.
 DL2303
 DL2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4772911118(NAD 83)
 DL2303
 DL2303_MARKER: DD = SURVEY DISK
 DL2303_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2303_STAMPING: 3413 J RESET 2001 2008
 DL2303_MARK LOGO: MNDT  
 DL2303_PROJECTION: RECESSED 5 CENTIMETERS
 DL2303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2303+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2008
 DL2303_ROD/PIPE-DEPTH: 13.7 meters
 DL2303
 DL2303  HISTORY     - Date     Condition        Report By
 DL2303  HISTORY     - 20080930 MONUMENTED       MNDT
 DL2303  HISTORY     - 20081008 GOOD             MNDT
 DL2303
 DL2303                          STATION DESCRIPTION
 DL2303
 DL2303'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2303'IN SPICER, 0.3 MILE NORTH ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF
 DL2303'TRUNK HIGHWAY 23 AND COUNTY ROAD 10 IN SPICER, AT TRUNK HIGHWAY 23
 DL2303'MILEPOINT 157.0, 125.8 FEET WEST OF TRUNK HIGHWAY 23, 15.5 FEET WEST
 DL2303'OF STATE TRAIL, 23.7 FEET SOUTH OF ENTRANCE TO FIRE STATION, 2.1 FEET
 DL2303'SOUTH OF WITNESS POST.
 DL2303
 DL2303                          STATION RECOVERY (2008)
 DL2303
 DL2303'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 DL2303'THE MARK IS IN SPICER.
 DL2303' 
 DL2303'TO REACH THE MARK GO 0.6 MI (1.0 KM) NORTH ALONG TRUNK HIGHWAY 23 FROM
 DL2303'THE JUNCTION OF TRUNK HIGHWAY 23 AND RUTH STREET IN SPICER, AT TRUNK
 DL2303'HIGHWAY 23 MILE POINT 157.0.
 DL2303' 
 DL2303'IT IS 87.0 FT (26.5 M) WEST OF SOUTHBOUND TRUNK HIGHWAY 23, 27.1 FT
 DL2303'(8.3 M) NORTH OF ENTRANCE TO FIRE STATION, 23.0 FT (7.0 M) WEST OF
 DL2303'STATE TRAIL, 2.1 FT (0.6 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5729 ***********************************************************************
 DE5729  DESIGNATION -  3413 L
 DE5729  PID         -  DE5729
 DE5729  STATE/COUNTY-  MN/KANDIYOHI
 DE5729  COUNTRY     -  US
 DE5729  USGS QUAD   -  SPICER (1982)
 DE5729
 DE5729                         *CURRENT SURVEY CONTROL
 DE5729  ______________________________________________________________________
 DE5729* NAD 83(2007) POSITION- 45 12 21.73263(N) 094 59 14.30688(W)   ADJUSTED  
 DE5729* NAD 83(2007) ELLIP HT-   346.584 (meters)        (02/10/07)   ADJUSTED
 DE5729* NAD 83(2007) EPOCH   -  2002.00
 DE5729* NAVD 88 ORTHO HEIGHT -   373.383  (meters)    1225.01  (feet) ADJUSTED  
 DE5729  ______________________________________________________________________
 DE5729  NAD 83(2007) X  -   -391,348.149 (meters)                     COMP
 DE5729  NAD 83(2007) Y  - -4,484,571.704 (meters)                     COMP
 DE5729  NAD 83(2007) Z  -  4,503,756.301 (meters)                     COMP
 DE5729  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC09
 DE5729  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DE5729  DYNAMIC HEIGHT  -        373.353 (meters)     1224.91  (feet) COMP
 DE5729  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DE5729
 DE5729  VERT ORDER      -  SECOND    CLASS I
 DE5729
 DE5729  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5729  Type                                         Horiz  Ellip  Dist(km)
 DE5729  -------------------------------------------------------------------
 DE5729  NETWORK                                       0.68   0.49
 DE5729  -------------------------------------------------------------------
 DE5729  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.25      2.05
 DE5729  -------------------------------------------------------------------
 DE5729  NOTE: Click here for information on individual local accuracy
 DE5729  values and other accuracy information.
 DE5729
 DE5729
 DE5729.The horizontal coordinates were established by GPS observations
 DE5729.and adjusted by the National Geodetic Survey in February 2007.
 DE5729
 DE5729.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5729.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5729
 DE5729.The horizontal coordinates are valid at the epoch date displayed above
 DE5729.which is a decimal equivalence of Year/Month/Day.
 DE5729
 DE5729.The orthometric height was determined by differential leveling and
 DE5729.adjusted in April 2009.
 DE5729
 DE5729.Photographs are available for this station.
 DE5729
 DE5729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5729
 DE5729.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5729
 DE5729.The ellipsoidal height was determined by GPS observations
 DE5729.and is referenced to NAD 83.
 DE5729
 DE5729.The dynamic height is computed by dividing the NAVD 88
 DE5729.geopotential number by the normal gravity value computed on the
 DE5729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5729.degrees latitude (g = 980.6199 gals.).
 DE5729
 DE5729.The modeled gravity was interpolated from observed gravity values.
 DE5729
 DE5729. The following values were computed from the NAD 83(2007) position.
 DE5729
 DE5729;                    North         East     Units Scale Factor Converg.
 DE5729;SPC MN S     -   345,592.346   722,435.498   MT  0.99999769   -0 41 31.3
 DE5729;SPC MN S     - 1,133,830.89  2,370,190.46   sFT  0.99999769   -0 41 31.3
 DE5729;UTM  15      - 5,007,760.013   343,932.324   MT  0.99989949   -1 24 38.0
 DE5729
 DE5729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5729!SPC MN S     -   0.99994566  x   0.99999769  =   0.99994335
 DE5729!UTM  15      -   0.99994566  x   0.99989949  =   0.99984516
 DE5729
 DE5729|---------------------------------------------------------------------|
 DE5729| PID    Reference Object                     Distance      Geod. Az  |
 DE5729|                                                           dddmmss.s |
 DE5729| QP1254 EAGLE                               184.769 METERS 11217     |
 DE5729|---------------------------------------------------------------------|
 DE5729
 DE5729                          SUPERSEDED SURVEY CONTROL
 DE5729
 DE5729  NAD 83(1996)-  45 12 21.73212(N)    094 59 14.30641(W) AD(       ) 1
 DE5729  ELLIP H (06/26/02)  346.603  (m)                       GP(       ) 4 1
 DE5729  NAVD 88 (06/26/02)  373.4    (m)  GEOID99 model used   GPS OBS        
 DE5729
 DE5729.Superseded values are not recommended for survey control.
 DE5729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5729.See file dsdata.txt to determine how the superseded data were derived.
 DE5729
 DE5729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4393207760(NAD 83)
 DE5729
 DE5729_MARKER: DD = SURVEY DISK
 DE5729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE5729_STAMPING: 3413 L 2001
 DE5729_MARK LOGO: MNDT  
 DE5729_PROJECTION: RECESSED 15 CENTIMETERS
 DE5729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5729+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 DE5729_ROD/PIPE-DEPTH:  6.1 meters
 DE5729
 DE5729  HISTORY     - Date     Condition        Report By
 DE5729  HISTORY     - 20011009 MONUMENTED       MNDT
 DE5729  HISTORY     - 20011218 GOOD             MNDT
 DE5729  HISTORY     - 20080930 GOOD             MNDT
 DE5729
 DE5729                          STATION DESCRIPTION
 DE5729
 DE5729'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DE5729'3 MI (4.8 KM) SW OF SPICER, 3.45 MI (5.55 KM) SW ALONG TH 23 FROM THE
 DE5729'JCT OF CO RD 10 IN SPICER TO TH 23 MP 153.25 THENCE 0.10 MI (0.16 KM)
 DE5729'NORTH OF CO RD 9, 46.7 FT (14.2 M) WEST OF CO RD 9, 1.9 FT (0.6 M)
 DE5729'EAST OF WIT POST.
 DE5729
 DE5729                          STATION RECOVERY (2001)
 DE5729
 DE5729'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE5729'THE MARK IS 3 MI (4.8 KM) SOUTHWEST OF SPICER, 3.45 MI (5.6 KM)
 DE5729'SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DE5729'AND COUNTY ROAD 10 IN SPICER TO TRUNK HIGHWAY 23 MILEPOST 153.25,
 DE5729'THENCE 0.10 MI (0.2 KM) NORTH OF COUNTY ROAD 9,
 DE5729' 
 DE5729'46.7 FT (14.2 M) WEST OF COUNTY ROAD 9, 1.9 FT (0.6 M) EAST OF A
 DE5729'WITNESS POST, RECESSED 4 INCHES (10 CM) MAGNETIC, AND SUITABLE FOR
 DE5729'GPS.
 DE5729
 DE5729                          STATION RECOVERY (2008)
 DE5729
 DE5729'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DE5729'THE MARK IS 2.89 MI (4.7 KM) SOUTHWEST OF SPICER.
 DE5729' 
 DE5729'TO REACH THE MARK FROM 46 FT (14.0 M) WEST ALONG RUTH STREET FROM THE
 DE5729'JUNCTION OF RUTH STREET AND TRUNK HIGHWAY 23 IN SPICER.
 DE5729' 
 DE5729'IT IS 3.1 MI (5.0 KM) SOUTH-SOUTHWEST ON TRUNK HIGHWAY 23, AT TRUNK
 DE5729'HIGHWAY 23 MILE POINT 153.25, 0.3 MI (0.5 KM) SOUTHWEST OF TRUNK
 DE5729'HIGHWAY 23, 305 FT (93.0 M) NORTH ON COUNTY ROAD 9 NORTHEAST, 46.7 FT
 DE5729'(14.2 M) WEST OF COUNTY ROAD 9, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7525 ***********************************************************************
 DK7525  DESIGNATION -  3413 M
 DK7525  PID         -  DK7525
 DK7525  STATE/COUNTY-  MN/KANDIYOHI
 DK7525  COUNTRY     -  US
 DK7525  USGS QUAD   -  SOLOMON LAKE (1994)
 DK7525
 DK7525                         *CURRENT SURVEY CONTROL
 DK7525  ______________________________________________________________________
 DK7525* NAD 83(1986) POSITION- 45 12 01.     (N) 095 00 09.     (W)   SCALED    
 DK7525* NAVD 88 ORTHO HEIGHT -   369.839  (meters)    1213.38  (feet) ADJUSTED  
 DK7525  ______________________________________________________________________
 DK7525  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DK7525  DYNAMIC HEIGHT  -        369.811 (meters)     1213.29  (feet) COMP
 DK7525  MODELED GRAVITY -    980,527.7   (mgal)                       NAVD 88
 DK7525
 DK7525  VERT ORDER      -  SECOND    CLASS I
 DK7525
 DK7525.The horizontal coordinates were scaled from a topographic map and have
 DK7525.an estimated accuracy of +/- 6 seconds.
 DK7525.
 DK7525.The orthometric height was determined by differential leveling and
 DK7525.adjusted in April 2009.
 DK7525
 DK7525.The dynamic height is computed by dividing the NAVD 88
 DK7525.geopotential number by the normal gravity value computed on the
 DK7525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7525.degrees latitude (g = 980.6199 gals.).
 DK7525
 DK7525.The modeled gravity was interpolated from observed gravity values.
 DK7525
 DK7525;                    North         East    Units  Estimated Accuracy
 DK7525;SPC MN S     -   344,970.      721,230.      MT  (+/- 180 meters Scaled)
 DK7525
 DK7525                          SUPERSEDED SURVEY CONTROL
 DK7525
 DK7525.No superseded survey control is available for this station.
 DK7525
 DK7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL427071(NAD 83)
 DK7525
 DK7525_MARKER: DB = BENCH MARK DISK
 DK7525_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7525_SP_SET: BRIDGE ABUTMENT
 DK7525_STAMPING: 3413 M 2001
 DK7525_MARK LOGO: MNHD  
 DK7525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK7525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7525+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 DK7525
 DK7525  HISTORY     - Date     Condition        Report By
 DK7525  HISTORY     - 1963     MONUMENTED       MNHD
 DK7525  HISTORY     - 20011010 GOOD             MNDT
 DK7525
 DK7525                          STATION DESCRIPTION
 DK7525
 DK7525'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DK7525'THE MARK IS ABOUT 5 MI (8.0 KM) NORTH-NORTHEAST OF WILLMAR, IN
 DK7525'ABUTMENT AT SOUTHEAST CORNER OF TRUNK HIGHWAY 23 BRIDGE NO 34002 OVER
 DK7525'TRUNK HIGHWAY 71, AT NORTH JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DK7525'HIGHWAY 71, AT TRUNK HIGHWAY 71 MILEPOST 129.4,
 DK7525' 
 DK7525'14 FT (4.3 M) SOUTH-SOUTHEAST OF WESTBOUND TRUNK HIGHWAY 23.  THE DISK
 DK7525'WAS SET IN BRIDGE WHEN BUILT IN 1963 THEN STAMPED IN 2001.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2290 ***********************************************************************
 DL2290  DESIGNATION -  3413 N
 DL2290  PID         -  DL2290
 DL2290  STATE/COUNTY-  MN/KANDIYOHI
 DL2290  COUNTRY     -  US
 DL2290  USGS QUAD   -  NEW LONDON (1967)
 DL2290
 DL2290                         *CURRENT SURVEY CONTROL
 DL2290  ______________________________________________________________________
 DL2290* NAD 83(2007) POSITION- 45 17 51.46598(N) 094 55 17.64414(W)   ADJUSTED  
 DL2290* NAD 83(2007) ELLIP HT-   347.406 (meters)        (04/01/09)   ADJUSTED
 DL2290* NAD 83(2007) EPOCH   -  2002.00
 DL2290* NAVD 88 ORTHO HEIGHT -   374.235  (meters)    1227.80  (feet) ADJUSTED  
 DL2290  ______________________________________________________________________
 DL2290  NAD 83(2007) X  -   -385,582.204 (meters)                     COMP
 DL2290  NAD 83(2007) Y  - -4,477,815.195 (meters)                     COMP
 DL2290  NAD 83(2007) Z  -  4,510,923.419 (meters)                     COMP
 DL2290  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC09
 DL2290  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL2290  DYNAMIC HEIGHT  -        374.205 (meters)     1227.70  (feet) COMP
 DL2290  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 DL2290
 DL2290  HORZ ORDER      -  FIRST
 DL2290  VERT ORDER      -  SECOND    CLASS I
 DL2290  ELLP ORDER      -  SECOND    CLASS I
 DL2290
 DL2290.The horizontal coordinates were established by GPS observations
 DL2290.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2290
 DL2290.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2290.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2290
 DL2290.The horizontal coordinates are valid at the epoch date displayed above
 DL2290.which is a decimal equivalence of Year/Month/Day.
 DL2290
 DL2290.The orthometric height was determined by differential leveling and
 DL2290.adjusted in January 2011.
 DL2290
 DL2290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2290
 DL2290.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2290
 DL2290.The ellipsoidal height was determined by GPS observations
 DL2290.and is referenced to NAD 83.
 DL2290
 DL2290.The dynamic height is computed by dividing the NAVD 88
 DL2290.geopotential number by the normal gravity value computed on the
 DL2290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2290.degrees latitude (g = 980.6199 gals.).
 DL2290
 DL2290.The modeled gravity was interpolated from observed gravity values.
 DL2290
 DL2290. The following values were computed from the NAD 83(2007) position.
 DL2290
 DL2290;                    North         East     Units Scale Factor Converg.
 DL2290;SPC MN S     -   355,710.776   727,714.646   MT  1.00001870   -0 38 45.4
 DL2290;SPC MN S     - 1,167,027.77  2,387,510.47   sFT  1.00001870   -0 38 45.4
 DL2290;UTM  15      - 5,017,810.177   349,337.445   MT  0.99987910   -1 21 57.8
 DL2290
 DL2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2290!SPC MN S     -   0.99994554  x   1.00001870  =   0.99996424
 DL2290!UTM  15      -   0.99994554  x   0.99987910  =   0.99982464
 DL2290
 DL2290:                Primary Azimuth Mark                     Grid Az
 DL2290:SPC MN S     -  3413 F                                   066 52 32.2
 DL2290:UTM  15      -  3413 F                                   067 35 44.6
 DL2290
 DL2290|---------------------------------------------------------------------|
 DL2290| PID    Reference Object                     Distance      Geod. Az  |
 DL2290|                                                           dddmmss.s |
 DL2290| DE5724 3413 F                              APPROX. 1.3 KM 0661346.8 |
 DL2290|---------------------------------------------------------------------|
 DL2290
 DL2290                          SUPERSEDED SURVEY CONTROL
 DL2290
 DL2290  NAVD 88 (04/01/09)  374.24   (m)         1227.8    (f) LEVELING    3  
 DL2290
 DL2290.Superseded values are not recommended for survey control.
 DL2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2290.See file dsdata.txt to determine how the superseded data were derived.
 DL2290
 DL2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4933717810(NAD 83)
 DL2290
 DL2290_MARKER: I = METAL ROD
 DL2290_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2290_STAMPING: 3413 N 2008
 DL2290_MARK LOGO: MNDT  
 DL2290_PROJECTION: FLUSH
 DL2290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2290+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2290_ROD/PIPE-DEPTH:  3.1 meters
 DL2290
 DL2290  HISTORY     - Date     Condition        Report By
 DL2290  HISTORY     - 2008     MONUMENTED       MNDT
 DL2290  HISTORY     - 20080813 GOOD             MNDT
 DL2290
 DL2290                          STATION DESCRIPTION
 DL2290
 DL2290'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2290'1.0 MILE EAST-NORTHEAST OF NEW LONDON, 1.1 MILES NORTHEAST ALONG TRUNK
 DL2290'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 9 IN
 DL2290'NEW LONDON TO TRUNK HIGHWAY 23 MILEPOINT 162.06, THENCE 0.20 MILE
 DL2290'SOUTH AND WEST ON NORWAY WOODS CIRCLE, 21.9 FEET NORTH OF NORWAY WOODS
 DL2290'CIRCLE, 53.0 FEET NORTH OF POWER PEDESTAL NUMDER J6T2, 2.1 FEET EAST
 DL2290'OF WITNESS POST.  THE MARK IS A DRIVEN ALUMINUM ROD WITH A DATUM POINT
 DL2290'AND REMOVABLE DISK.
 DL2290
 DL2290                          STATION RECOVERY (2008)
 DL2290
 DL2290'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DL2290'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2291 ***********************************************************************
 DL2291  DESIGNATION -  3413 P
 DL2291  PID         -  DL2291
 DL2291  STATE/COUNTY-  MN/KANDIYOHI
 DL2291  COUNTRY     -  US
 DL2291  USGS QUAD   -  HAWICK (1967)
 DL2291
 DL2291                         *CURRENT SURVEY CONTROL
 DL2291  ______________________________________________________________________
 DL2291* NAD 83(2007) POSITION- 45 21 24.29348(N) 094 48 16.50619(W)   ADJUSTED  
 DL2291* NAD 83(2007) ELLIP HT-   349.250 (meters)        (04/01/09)   ADJUSTED
 DL2291* NAD 83(2007) EPOCH   -  2002.00
 DL2291* NAVD 88 ORTHO HEIGHT -   376.061  (meters)    1233.79  (feet) ADJUSTED  
 DL2291  ______________________________________________________________________
 DL2291  NAD 83(2007) X  -   -376,047.636 (meters)                     COMP
 DL2291  NAD 83(2007) Y  - -4,473,938.179 (meters)                     COMP
 DL2291  NAD 83(2007) Z  -  4,515,544.316 (meters)                     COMP
 DL2291  LAPLACE CORR    -         -1.14  (seconds)                    DEFLEC09
 DL2291  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DL2291  DYNAMIC HEIGHT  -        376.036 (meters)     1233.71  (feet) COMP
 DL2291  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 DL2291
 DL2291  HORZ ORDER      -  FIRST
 DL2291  VERT ORDER      -  SECOND    CLASS I
 DL2291  ELLP ORDER      -  SECOND    CLASS I
 DL2291
 DL2291.The horizontal coordinates were established by GPS observations
 DL2291.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2291
 DL2291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2291.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2291
 DL2291.The horizontal coordinates are valid at the epoch date displayed above
 DL2291.which is a decimal equivalence of Year/Month/Day.
 DL2291
 DL2291.The orthometric height was determined by differential leveling and
 DL2291.adjusted in January 2011.
 DL2291
 DL2291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2291
 DL2291.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2291
 DL2291.The ellipsoidal height was determined by GPS observations
 DL2291.and is referenced to NAD 83.
 DL2291
 DL2291.The dynamic height is computed by dividing the NAVD 88
 DL2291.geopotential number by the normal gravity value computed on the
 DL2291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2291.degrees latitude (g = 980.6199 gals.).
 DL2291
 DL2291.The modeled gravity was interpolated from observed gravity values.
 DL2291
 DL2291. The following values were computed from the NAD 83(2007) position.
 DL2291
 DL2291;                    North         East     Units Scale Factor Converg.
 DL2291;SPC MN S     -   362,184.097   736,954.820   MT  1.00003363   -0 33 50.2
 DL2291;SPC MN S     - 1,188,265.66  2,417,825.94   sFT  1.00003363   -0 33 50.2
 DL2291;UTM  15      - 5,024,165.804   358,656.724   MT  0.99984564   -1 17 03.0
 DL2291
 DL2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2291!SPC MN S     -   0.99994525  x   1.00003363  =   0.99997888
 DL2291!UTM  15      -   0.99994525  x   0.99984564  =   0.99979090
 DL2291
 DL2291:                Primary Azimuth Mark                     Grid Az
 DL2291:SPC MN S     -  3413 Q                                   256 58 29.7
 DL2291:UTM  15      -  3413 Q                                   257 41 42.5
 DL2291
 DL2291|---------------------------------------------------------------------|
 DL2291| PID    Reference Object                     Distance      Geod. Az  |
 DL2291|                                                           dddmmss.s |
 DL2291| DL2292 3413 Q                              APPROX. 0.8 KM 2562439.5 |
 DL2291|---------------------------------------------------------------------|
 DL2291
 DL2291                          SUPERSEDED SURVEY CONTROL
 DL2291
 DL2291  NAVD 88 (04/01/09)  376.06   (m)         1233.8    (f) LEVELING    3  
 DL2291
 DL2291.Superseded values are not recommended for survey control.
 DL2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2291.See file dsdata.txt to determine how the superseded data were derived.
 DL2291
 DL2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5865624165(NAD 83)
 DL2291
 DL2291_MARKER: DD = SURVEY DISK
 DL2291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2291_STAMPING: 3413 P 2008
 DL2291_MARK LOGO: MNDT  
 DL2291_PROJECTION: RECESSED 5 CENTIMETERS
 DL2291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2291+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2291_ROD/PIPE-DEPTH:  6.1 meters
 DL2291
 DL2291  HISTORY     - Date     Condition        Report By
 DL2291  HISTORY     - 2008     MONUMENTED       MNDT
 DL2291  HISTORY     - 20080813 GOOD             MNDT
 DL2291
 DL2291                          STATION DESCRIPTION
 DL2291
 DL2291'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2291'1.3 MILES NORTHEAST OF HAWICK, 1.1 MILES NORTHEAST ALONG TRUNK HIGHWAY
 DL2291'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 2 IN HAWICK
 DL2291'TO TRUNK HIGHWAY 23 MILEPOINT 169.1, THENCE 0.15 MILE NORTH ON MINIMUM
 DL2291'MAINTENANCE, 25.4 FEET WEST OF MINIMUM MAINTENANCE, 4.7 FEET EAST OF
 DL2291'POWER POLE, 2.2 FEET EAST OF WITNESS POST.
 DL2291
 DL2291                          STATION RECOVERY (2008)
 DL2291
 DL2291'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2291'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2292 ***********************************************************************
 DL2292  DESIGNATION -  3413 Q
 DL2292  PID         -  DL2292
 DL2292  STATE/COUNTY-  MN/KANDIYOHI
 DL2292  COUNTRY     -  US
 DL2292  USGS QUAD   -  HAWICK (1967)
 DL2292
 DL2292                         *CURRENT SURVEY CONTROL
 DL2292  ______________________________________________________________________
 DL2292* NAD 83(2007) POSITION- 45 21 18.14483(N) 094 48 52.57486(W)   ADJUSTED  
 DL2292* NAD 83(2007) ELLIP HT-   348.006 (meters)        (04/01/09)   ADJUSTED
 DL2292* NAD 83(2007) EPOCH   -  2002.00
 DL2292* NAVD 88 ORTHO HEIGHT -   374.806  (meters)    1229.68  (feet) ADJUSTED  
 DL2292  ______________________________________________________________________
 DL2292  NAD 83(2007) X  -   -376,841.232 (meters)                     COMP
 DL2292  NAD 83(2007) Y  - -4,474,006.067 (meters)                     COMP
 DL2292  NAD 83(2007) Z  -  4,515,410.036 (meters)                     COMP
 DL2292  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC09
 DL2292  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DL2292  DYNAMIC HEIGHT  -        374.780 (meters)     1229.59  (feet) COMP
 DL2292  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DL2292
 DL2292  HORZ ORDER      -  FIRST
 DL2292  VERT ORDER      -  SECOND    CLASS I
 DL2292  ELLP ORDER      -  SECOND    CLASS I
 DL2292
 DL2292.The horizontal coordinates were established by GPS observations
 DL2292.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2292
 DL2292.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2292.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2292
 DL2292.The horizontal coordinates are valid at the epoch date displayed above
 DL2292.which is a decimal equivalence of Year/Month/Day.
 DL2292
 DL2292.The orthometric height was determined by differential leveling and
 DL2292.adjusted in January 2011.
 DL2292
 DL2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2292
 DL2292.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2292
 DL2292.The ellipsoidal height was determined by GPS observations
 DL2292.and is referenced to NAD 83.
 DL2292
 DL2292.The dynamic height is computed by dividing the NAVD 88
 DL2292.geopotential number by the normal gravity value computed on the
 DL2292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2292.degrees latitude (g = 980.6199 gals.).
 DL2292
 DL2292.The modeled gravity was interpolated from observed gravity values.
 DL2292
 DL2292. The following values were computed from the NAD 83(2007) position.
 DL2292
 DL2292;                    North         East     Units Scale Factor Converg.
 DL2292;SPC MN S     -   362,002.055   736,167.886   MT  1.00003318   -0 34 15.5
 DL2292;SPC MN S     - 1,187,668.41  2,415,244.14   sFT  1.00003318   -0 34 15.5
 DL2292;UTM  15      - 5,023,993.701   357,867.711   MT  0.99984839   -1 17 28.5
 DL2292
 DL2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2292!SPC MN S     -   0.99994544  x   1.00003318  =   0.99997862
 DL2292!UTM  15      -   0.99994544  x   0.99984839  =   0.99979384
 DL2292
 DL2292:                Primary Azimuth Mark                     Grid Az
 DL2292:SPC MN S     -  3413 R                                   251 46 03.1
 DL2292:UTM  15      -  3413 R                                   252 29 16.1
 DL2292
 DL2292|---------------------------------------------------------------------|
 DL2292| PID    Reference Object                     Distance      Geod. Az  |
 DL2292|                                                           dddmmss.s |
 DL2292| DL2293 3413 R                              APPROX. 0.9 KM 2511147.6 |
 DL2292|---------------------------------------------------------------------|
 DL2292
 DL2292                          SUPERSEDED SURVEY CONTROL
 DL2292
 DL2292  NAVD 88 (04/01/09)  374.81   (m)         1229.7    (f) LEVELING    3  
 DL2292
 DL2292.Superseded values are not recommended for survey control.
 DL2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2292.See file dsdata.txt to determine how the superseded data were derived.
 DL2292
 DL2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5786723993(NAD 83)
 DL2292
 DL2292_MARKER: DD = SURVEY DISK
 DL2292_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2292_STAMPING: 3413 Q 2008
 DL2292_MARK LOGO: MNDT  
 DL2292_PROJECTION: FLUSH
 DL2292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2292+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2292_ROD/PIPE-DEPTH:  8.7 meters
 DL2292
 DL2292  HISTORY     - Date     Condition        Report By
 DL2292  HISTORY     - 2008     MONUMENTED       MNDT
 DL2292  HISTORY     - 20080813 GOOD             MNDT
 DL2292
 DL2292                          STATION DESCRIPTION
 DL2292
 DL2292'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2292'0.5 MILE NORTHEAST OF HAWICK, 0.75 MILE NORTHEAST ALONG TRUNK HIGHWAY
 DL2292'23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 2 IN HAWICK
 DL2292'TO TRUNK HIGHWAY 23 MILEPOINT 168.75, THENCE 0.1 MILE WEST ON 240TH
 DL2292'AVENUE, 32.6 FEET EAST OF FIELD ENTRANCE, 21.4 FEET SOUTH OF 240TH
 DL2292'AVENUE, 10.0 FEET NORTH OF POWER POLE, 1.6 FEET NORTH OF WITNESS POST.
 DL2292
 DL2292                          STATION RECOVERY (2008)
 DL2292
 DL2292'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2292'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2293 ***********************************************************************
 DL2293  DESIGNATION -  3413 R
 DL2293  PID         -  DL2293
 DL2293  STATE/COUNTY-  MN/KANDIYOHI
 DL2293  COUNTRY     -  US
 DL2293  USGS QUAD   -  HAWICK (1967)
 DL2293
 DL2293                         *CURRENT SURVEY CONTROL
 DL2293  ______________________________________________________________________
 DL2293* NAD 83(2007) POSITION- 45 21 09.15663(N) 094 49 30.00663(W)   ADJUSTED  
 DL2293* NAD 83(2007) ELLIP HT-   350.507 (meters)        (04/01/09)   ADJUSTED
 DL2293* NAD 83(2007) EPOCH   -  2002.00
 DL2293* NAVD 88 ORTHO HEIGHT -   377.309  (meters)    1237.89  (feet) ADJUSTED  
 DL2293  ______________________________________________________________________
 DL2293  NAD 83(2007) X  -   -377,669.897 (meters)                     COMP
 DL2293  NAD 83(2007) Y  - -4,474,136.086 (meters)                     COMP
 DL2293  NAD 83(2007) Z  -  4,515,216.811 (meters)                     COMP
 DL2293  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC09
 DL2293  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DL2293  DYNAMIC HEIGHT  -        377.282 (meters)     1237.80  (feet) COMP
 DL2293  MODELED GRAVITY -    980,535.9   (mgal)                       NAVD 88
 DL2293
 DL2293  HORZ ORDER      -  FIRST
 DL2293  VERT ORDER      -  SECOND    CLASS I
 DL2293  ELLP ORDER      -  SECOND    CLASS I
 DL2293
 DL2293.The horizontal coordinates were established by GPS observations
 DL2293.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2293
 DL2293.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2293.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2293
 DL2293.The horizontal coordinates are valid at the epoch date displayed above
 DL2293.which is a decimal equivalence of Year/Month/Day.
 DL2293
 DL2293.The orthometric height was determined by differential leveling and
 DL2293.adjusted in January 2011.
 DL2293
 DL2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2293
 DL2293.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2293
 DL2293.The ellipsoidal height was determined by GPS observations
 DL2293.and is referenced to NAD 83.
 DL2293
 DL2293.The dynamic height is computed by dividing the NAVD 88
 DL2293.geopotential number by the normal gravity value computed on the
 DL2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2293.degrees latitude (g = 980.6199 gals.).
 DL2293
 DL2293.The modeled gravity was interpolated from observed gravity values.
 DL2293
 DL2293. The following values were computed from the NAD 83(2007) position.
 DL2293
 DL2293;                    North         East     Units Scale Factor Converg.
 DL2293;SPC MN S     -   361,732.749   735,350.351   MT  1.00003253   -0 34 41.8
 DL2293;SPC MN S     - 1,186,784.86  2,412,561.94   sFT  1.00003253   -0 34 41.8
 DL2293;UTM  15      - 5,023,734.741   357,047.006   MT  0.99985126   -1 17 55.0
 DL2293
 DL2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2293!SPC MN S     -   0.99994505  x   1.00003253  =   0.99997758
 DL2293!UTM  15      -   0.99994505  x   0.99985126  =   0.99979632
 DL2293
 DL2293:                Primary Azimuth Mark                     Grid Az
 DL2293:SPC MN S     -  3413 Q                                   071 46 02.7
 DL2293:UTM  15      -  3413 Q                                   072 29 15.9
 DL2293
 DL2293|---------------------------------------------------------------------|
 DL2293| PID    Reference Object                     Distance      Geod. Az  |
 DL2293|                                                           dddmmss.s |
 DL2293| DL2292 3413 Q                              APPROX. 0.9 KM 0711120.9 |
 DL2293|---------------------------------------------------------------------|
 DL2293
 DL2293                          SUPERSEDED SURVEY CONTROL
 DL2293
 DL2293  NAVD 88 (04/01/09)  377.31   (m)         1237.9    (f) LEVELING    3  
 DL2293
 DL2293.Superseded values are not recommended for survey control.
 DL2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2293.See file dsdata.txt to determine how the superseded data were derived.
 DL2293
 DL2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5704723734(NAD 83)
 DL2293
 DL2293_MARKER: DD = SURVEY DISK
 DL2293_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2293_STAMPING: 3413 R 2008
 DL2293_MARK LOGO: MNDT  
 DL2293_PROJECTION: RECESSED 5 CENTIMETERS
 DL2293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2293+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2293_ROD/PIPE-DEPTH:  9.1 meters
 DL2293
 DL2293  HISTORY     - Date     Condition        Report By
 DL2293  HISTORY     - 2008     MONUMENTED       MNDT
 DL2293  HISTORY     - 20080813 GOOD             MNDT
 DL2293
 DL2293                          STATION DESCRIPTION
 DL2293
 DL2293'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2293'IN HAWICK, 0.15 MILE NORTH ALONG 160TH STREET NORTHEAST FROM THE
 DL2293'JUNCTION OF 160TH STREET NORTHEAST AND TRUNK HIGHWAY 23 AND COUNTY
 DL2293'ROAD 2 IN HAWICK, AT TRUNK HIGHWAY 23 MILEPOINT 168.0, 15.9 FEET WEST
 DL2293'OF 160TH STREET NORTHEAST, 8.9 FEET WEST OF TRAIL CROSSING SIGN, 3.6
 DL2293'FEET EAST OF WITNESS POST.
 DL2293
 DL2293                          STATION RECOVERY (2008)
 DL2293
 DL2293'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2294 ***********************************************************************
 DL2294  DESIGNATION -  3413 S
 DL2294  PID         -  DL2294
 DL2294  STATE/COUNTY-  MN/KANDIYOHI
 DL2294  COUNTRY     -  US
 DL2294  USGS QUAD   -  HAWICK (1967)
 DL2294
 DL2294                         *CURRENT SURVEY CONTROL
 DL2294  ______________________________________________________________________
 DL2294* NAD 83(2007) POSITION- 45 20 16.20098(N) 094 51 55.56219(W)   ADJUSTED  
 DL2294* NAD 83(2007) ELLIP HT-   354.778 (meters)        (04/01/09)   ADJUSTED
 DL2294* NAD 83(2007) EPOCH   -  2002.00
 DL2294* NAVD 88 ORTHO HEIGHT -   381.594  (meters)    1251.95  (feet) ADJUSTED  
 DL2294  ______________________________________________________________________
 DL2294  NAD 83(2007) X  -   -380,925.978 (meters)                     COMP
 DL2294  NAD 83(2007) Y  - -4,475,030.273 (meters)                     COMP
 DL2294  NAD 83(2007) Z  -  4,514,070.766 (meters)                     COMP
 DL2294  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC09
 DL2294  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DL2294  DYNAMIC HEIGHT  -        381.566 (meters)     1251.85  (feet) COMP
 DL2294  MODELED GRAVITY -    980,531.6   (mgal)                       NAVD 88
 DL2294
 DL2294  HORZ ORDER      -  FIRST
 DL2294  VERT ORDER      -  SECOND    CLASS I
 DL2294  ELLP ORDER      -  SECOND    CLASS I
 DL2294
 DL2294.The horizontal coordinates were established by GPS observations
 DL2294.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2294
 DL2294.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2294.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2294
 DL2294.The horizontal coordinates are valid at the epoch date displayed above
 DL2294.which is a decimal equivalence of Year/Month/Day.
 DL2294
 DL2294.The orthometric height was determined by differential leveling and
 DL2294.adjusted in January 2011.
 DL2294
 DL2294.No vertical observational check was made to the station.
 DL2294
 DL2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2294
 DL2294.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2294
 DL2294.The ellipsoidal height was determined by GPS observations
 DL2294.and is referenced to NAD 83.
 DL2294
 DL2294.The dynamic height is computed by dividing the NAVD 88
 DL2294.geopotential number by the normal gravity value computed on the
 DL2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2294.degrees latitude (g = 980.6199 gals.).
 DL2294
 DL2294.The modeled gravity was interpolated from observed gravity values.
 DL2294
 DL2294. The following values were computed from the NAD 83(2007) position.
 DL2294
 DL2294;                    North         East     Units Scale Factor Converg.
 DL2294;SPC MN S     -   360,130.714   732,164.776   MT  1.00002873   -0 36 23.8
 DL2294;SPC MN S     - 1,181,528.85  2,402,110.60   sFT  1.00002873   -0 36 23.8
 DL2294;UTM  15      - 5,022,173.157   353,842.097   MT  0.99986266   -1 19 37.4
 DL2294
 DL2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2294!SPC MN S     -   0.99994438  x   1.00002873  =   0.99997311
 DL2294!UTM  15      -   0.99994438  x   0.99986266  =   0.99980705
 DL2294
 DL2294|---------------------------------------------------------------------|
 DL2294| PID    Reference Object                     Distance      Geod. Az  |
 DL2294|                                                           dddmmss.s |
 DL2294| DE5742 EICKHOFF                            298.027 METERS 18357     |
 DL2294|---------------------------------------------------------------------|
 DL2294
 DL2294                          SUPERSEDED SURVEY CONTROL
 DL2294
 DL2294  NAVD 88 (04/01/09)  381.59   (m)         1251.9    (f) LEVELING    3  
 DL2294
 DL2294.Superseded values are not recommended for survey control.
 DL2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2294.See file dsdata.txt to determine how the superseded data were derived.
 DL2294
 DL2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5384222173(NAD 83)
 DL2294
 DL2294_MARKER: I = METAL ROD
 DL2294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2294_STAMPING: 3413 S 2008
 DL2294_MARK LOGO: MNDT  
 DL2294_PROJECTION: FLUSH
 DL2294_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2294+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2294_ROD/PIPE-DEPTH: 15.2 meters
 DL2294
 DL2294  HISTORY     - Date     Condition        Report By
 DL2294  HISTORY     - 2008     MONUMENTED       MNDT
 DL2294  HISTORY     - 20080813 GOOD             MNDT
 DL2294
 DL2294                          STATION DESCRIPTION
 DL2294
 DL2294'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2294'4.6 MILES NORTHEAST OF NEW LONDON, 4.85 MILES NORTHEAST ALONG TRUNK
 DL2294'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 9
 DL2294'IN NEW LONDON TO TRUNK HIGHWAY 23 MILEPOINT 165.8, THENCE 0.2 MILE
 DL2294'NORTH ON 130TH STREET NORTHEAST(COUNTY ROAD 135), 34.7 FEET EAST OF
 DL2294'130TH STREET NORTHEAST(COUNTY ROAD 135), 12.6 FEET SOUTH OF FIELD
 DL2294'ENTRANCE, 6.5 FEET NORTH OF WITNESS POST.
 DL2294
 DL2294                          STATION RECOVERY (2008)
 DL2294
 DL2294'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2295 ***********************************************************************
 DL2295  DESIGNATION -  3413 T
 DL2295  PID         -  DL2295
 DL2295  STATE/COUNTY-  MN/KANDIYOHI
 DL2295  COUNTRY     -  US
 DL2295  USGS QUAD   -  NEW LONDON (1967)
 DL2295
 DL2295                         *CURRENT SURVEY CONTROL
 DL2295  ______________________________________________________________________
 DL2295* NAD 83(2007) POSITION- 45 19 45.31319(N) 094 53 10.85542(W)   ADJUSTED  
 DL2295* NAD 83(2007) ELLIP HT-   353.313 (meters)        (04/01/09)   ADJUSTED
 DL2295* NAD 83(2007) EPOCH   -  2002.00
 DL2295* NAVD 88 ORTHO HEIGHT -   380.130  (meters)    1247.14  (feet) ADJUSTED  
 DL2295  ______________________________________________________________________
 DL2295  NAD 83(2007) X  -   -382,617.164 (meters)                     COMP
 DL2295  NAD 83(2007) Y  - -4,475,565.654 (meters)                     COMP
 DL2295  NAD 83(2007) Z  -  4,513,399.355 (meters)                     COMP
 DL2295  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC09
 DL2295  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DL2295  DYNAMIC HEIGHT  -        380.101 (meters)     1247.05  (feet) COMP
 DL2295  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 DL2295
 DL2295  HORZ ORDER      -  FIRST
 DL2295  VERT ORDER      -  SECOND    CLASS I
 DL2295  ELLP ORDER      -  SECOND    CLASS I
 DL2295
 DL2295.The horizontal coordinates were established by GPS observations
 DL2295.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2295
 DL2295.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2295.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2295
 DL2295.The horizontal coordinates are valid at the epoch date displayed above
 DL2295.which is a decimal equivalence of Year/Month/Day.
 DL2295
 DL2295.The orthometric height was determined by differential leveling and
 DL2295.adjusted in January 2011.
 DL2295
 DL2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2295
 DL2295.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2295
 DL2295.The ellipsoidal height was determined by GPS observations
 DL2295.and is referenced to NAD 83.
 DL2295
 DL2295.The dynamic height is computed by dividing the NAVD 88
 DL2295.geopotential number by the normal gravity value computed on the
 DL2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2295.degrees latitude (g = 980.6199 gals.).
 DL2295
 DL2295.The modeled gravity was interpolated from observed gravity values.
 DL2295
 DL2295. The following values were computed from the NAD 83(2007) position.
 DL2295
 DL2295;                    North         East     Units Scale Factor Converg.
 DL2295;SPC MN S     -   359,194.750   730,515.139   MT  1.00002655   -0 37 16.6
 DL2295;SPC MN S     - 1,178,458.11  2,396,698.42   sFT  1.00002655   -0 37 16.6
 DL2295;UTM  15      - 5,021,258.157   352,181.090   MT  0.99986866   -1 20 30.2
 DL2295
 DL2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2295!SPC MN S     -   0.99994461  x   1.00002655  =   0.99997116
 DL2295!UTM  15      -   0.99994461  x   0.99986866  =   0.99981328
 DL2295
 DL2295                          SUPERSEDED SURVEY CONTROL
 DL2295
 DL2295  NAVD 88 (04/01/09)  380.13   (m)         1247.1    (f) LEVELING    3  
 DL2295
 DL2295.Superseded values are not recommended for survey control.
 DL2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2295.See file dsdata.txt to determine how the superseded data were derived.
 DL2295
 DL2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5218121258(NAD 83)
 DL2295
 DL2295_MARKER: I = METAL ROD
 DL2295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2295_STAMPING: 3413 T 2008
 DL2295_MARK LOGO: MNDT  
 DL2295_PROJECTION: RECESSED 3 CENTIMETERS
 DL2295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2295+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2295_ROD/PIPE-DEPTH:  9.1 meters
 DL2295
 DL2295  HISTORY     - Date     Condition        Report By
 DL2295  HISTORY     - 2008     MONUMENTED       MNDT
 DL2295  HISTORY     - 20080813 GOOD             MNDT
 DL2295
 DL2295                          STATION DESCRIPTION
 DL2295
 DL2295'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2295'3.4 MILES NORTHEAST OF NEW LONDON, 3.75 MILES EAST-NORTHEAST ALONG
 DL2295'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DL2295'HIGHWAY 9 IN NEW LONDON TO TRUNK HIGHWAY 23 MILEPOINT 164.65, THENCE
 DL2295'0.15 MILE NORTH ON 115TH STREET NORTHEAST, 30.0 FEET WEST OF 115TH
 DL2295'STREET NORTHEAST, 6.7 FEET EAST OF NORTH SOUTH FENCELINE, 1.8 FEET
 DL2295'NORTH OF WITNESS POST.
 DL2295
 DL2295                          STATION RECOVERY (2008)
 DL2295
 DL2295'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2296 ***********************************************************************
 DL2296  DESIGNATION -  3413 U
 DL2296  PID         -  DL2296
 DL2296  STATE/COUNTY-  MN/KANDIYOHI
 DL2296  COUNTRY     -  US
 DL2296  USGS QUAD   -  NEW LONDON (1967)
 DL2296
 DL2296                         *CURRENT SURVEY CONTROL
 DL2296  ______________________________________________________________________
 DL2296* NAD 83(2007) POSITION- 45 18 28.13824(N) 094 54 18.30121(W)   ADJUSTED  
 DL2296* NAD 83(2007) ELLIP HT-   352.911 (meters)        (04/01/09)   ADJUSTED
 DL2296* NAD 83(2007) EPOCH   -  2002.00
 DL2296* NAVD 88 ORTHO HEIGHT -   379.739  (meters)    1245.86  (feet) ADJUSTED  
 DL2296  ______________________________________________________________________
 DL2296  NAD 83(2007) X  -   -384,225.425 (meters)                     COMP
 DL2296  NAD 83(2007) Y  - -4,477,127.948 (meters)                     COMP
 DL2296  NAD 83(2007) Z  -  4,511,723.673 (meters)                     COMP
 DL2296  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC09
 DL2296  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL2296  DYNAMIC HEIGHT  -        379.709 (meters)     1245.76  (feet) COMP
 DL2296  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 DL2296
 DL2296  HORZ ORDER      -  FIRST
 DL2296  VERT ORDER      -  SECOND    CLASS I
 DL2296  ELLP ORDER      -  SECOND    CLASS I
 DL2296
 DL2296.The horizontal coordinates were established by GPS observations
 DL2296.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2296
 DL2296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2296.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2296
 DL2296.The horizontal coordinates are valid at the epoch date displayed above
 DL2296.which is a decimal equivalence of Year/Month/Day.
 DL2296
 DL2296.The orthometric height was determined by differential leveling and
 DL2296.adjusted in January 2011.
 DL2296
 DL2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2296
 DL2296.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2296
 DL2296.The ellipsoidal height was determined by GPS observations
 DL2296.and is referenced to NAD 83.
 DL2296
 DL2296.The dynamic height is computed by dividing the NAVD 88
 DL2296.geopotential number by the normal gravity value computed on the
 DL2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2296.degrees latitude (g = 980.6199 gals.).
 DL2296
 DL2296.The modeled gravity was interpolated from observed gravity values.
 DL2296
 DL2296. The following values were computed from the NAD 83(2007) position.
 DL2296
 DL2296;                    North         East     Units Scale Factor Converg.
 DL2296;SPC MN S     -   356,828.414   729,020.101   MT  1.00002119   -0 38 03.8
 DL2296;SPC MN S     - 1,170,694.55  2,391,793.45   sFT  1.00002119   -0 38 03.8
 DL2296;UTM  15      - 5,018,911.160   350,656.655   MT  0.99987423   -1 21 16.4
 DL2296
 DL2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2296!SPC MN S     -   0.99994467  x   1.00002119  =   0.99996586
 DL2296!UTM  15      -   0.99994467  x   0.99987423  =   0.99981891
 DL2296
 DL2296:                Primary Azimuth Mark                     Grid Az
 DL2296:SPC MN S     -  3413 F                                   188 32 17.2
 DL2296:UTM  15      -  3413 F                                   189 15 29.8
 DL2296
 DL2296|---------------------------------------------------------------------|
 DL2296| PID    Reference Object                     Distance      Geod. Az  |
 DL2296|                                                           dddmmss.s |
 DL2296| DE5724 3413 F                              APPROX. 0.6 KM 1875413.4 |
 DL2296|---------------------------------------------------------------------|
 DL2296
 DL2296                          SUPERSEDED SURVEY CONTROL
 DL2296
 DL2296  NAVD 88 (04/01/09)  379.74   (m)         1245.9    (f) LEVELING    3  
 DL2296
 DL2296.Superseded values are not recommended for survey control.
 DL2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2296.See file dsdata.txt to determine how the superseded data were derived.
 DL2296
 DL2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5065618911(NAD 83)
 DL2296
 DL2296_MARKER: DD = SURVEY DISK
 DL2296_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL2296+WITH SETTING: INFORMATION.
 DL2296_STAMPING: 3413 U 2008
 DL2296_MARK LOGO: MNDT  
 DL2296_PROJECTION: RECESSED 5 CENTIMETERS
 DL2296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL2296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2296+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2008
 DL2296
 DL2296  HISTORY     - Date     Condition        Report By
 DL2296  HISTORY     - 2008     MONUMENTED       MNDT
 DL2296  HISTORY     - 20080813 GOOD             MNDT
 DL2296
 DL2296                          STATION DESCRIPTION
 DL2296
 DL2296'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2296'1.6 MILES NORTHEAST OF NEW LONDON, 2.05 MILES NORTHEAST ALONG TRUNK
 DL2296'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 9
 DL2296'IN NEW LONDON, AT TRUNK HIGHWAY 23 MILEPOINT 163.0, 29.0 FEET
 DL2296'NORTHWEST OF WESTBOUND TRUNK HIGHWAY 23, 3.3 FEET SOUTHEAST OF
 DL2296'MILEPOINT 163, 1.2 FEET NORTHEAST OF WITNESS POST.  ALUMINUM ROD AND
 DL2296'DISK, ROD DEPTH IS 5 FT (1.5 M), RECESSED 2 INCHES
 DL2296
 DL2296                          STATION RECOVERY (2008)
 DL2296
 DL2296'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 DL2296'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2297 ***********************************************************************
 DL2297  DESIGNATION -  3413 V
 DL2297  PID         -  DL2297
 DL2297  STATE/COUNTY-  MN/KANDIYOHI
 DL2297  COUNTRY     -  US
 DL2297  USGS QUAD   -  NEW LONDON (1967)
 DL2297
 DL2297                         *CURRENT SURVEY CONTROL
 DL2297  ______________________________________________________________________
 DL2297* NAD 83(2007) POSITION- 45 16 45.53217(N) 094 56 32.98721(W)   ADJUSTED  
 DL2297* NAD 83(2007) ELLIP HT-   345.020 (meters)        (04/01/09)   ADJUSTED
 DL2297* NAD 83(2007) EPOCH   -  2002.00
 DL2297* NAVD 88 ORTHO HEIGHT -   371.850  (meters)    1219.98  (feet) ADJUSTED  
 DL2297  ______________________________________________________________________
 DL2297  NAD 83(2007) X  -   -387,342.295 (meters)                     COMP
 DL2297  NAD 83(2007) Y  - -4,479,113.608 (meters)                     COMP
 DL2297  NAD 83(2007) Z  -  4,509,489.612 (meters)                     COMP
 DL2297  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC09
 DL2297  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL2297  DYNAMIC HEIGHT  -        371.820 (meters)     1219.88  (feet) COMP
 DL2297  MODELED GRAVITY -    980,525.3   (mgal)                       NAVD 88
 DL2297
 DL2297  HORZ ORDER      -  FIRST
 DL2297  VERT ORDER      -  SECOND    CLASS I
 DL2297  ELLP ORDER      -  SECOND    CLASS I
 DL2297
 DL2297.The horizontal coordinates were established by GPS observations
 DL2297.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2297
 DL2297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2297.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2297
 DL2297.The horizontal coordinates are valid at the epoch date displayed above
 DL2297.which is a decimal equivalence of Year/Month/Day.
 DL2297
 DL2297.The orthometric height was determined by differential leveling and
 DL2297.adjusted in January 2011.
 DL2297
 DL2297.Photographs are available for this station.
 DL2297
 DL2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2297
 DL2297.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2297
 DL2297.The ellipsoidal height was determined by GPS observations
 DL2297.and is referenced to NAD 83.
 DL2297
 DL2297.The dynamic height is computed by dividing the NAVD 88
 DL2297.geopotential number by the normal gravity value computed on the
 DL2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2297.degrees latitude (g = 980.6199 gals.).
 DL2297
 DL2297.The modeled gravity was interpolated from observed gravity values.
 DL2297
 DL2297. The following values were computed from the NAD 83(2007) position.
 DL2297
 DL2297;                    North         East     Units Scale Factor Converg.
 DL2297;SPC MN S     -   353,694.120   726,049.663   MT  1.00001429   -0 39 38.2
 DL2297;SPC MN S     - 1,160,411.46  2,382,047.94   sFT  1.00001429   -0 39 38.2
 DL2297;UTM  15      - 5,015,814.869   347,647.479   MT  0.99988540   -1 22 49.8
 DL2297
 DL2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2297!SPC MN S     -   0.99994591  x   1.00001429  =   0.99996020
 DL2297!UTM  15      -   0.99994591  x   0.99988540  =   0.99983132
 DL2297
 DL2297:                Primary Azimuth Mark                     Grid Az
 DL2297:SPC MN S     -  3413 H RESET                             174 37 36.7
 DL2297:UTM  15      -  3413 H RESET                             175 20 48.3
 DL2297
 DL2297|---------------------------------------------------------------------|
 DL2297| PID    Reference Object                     Distance      Geod. Az  |
 DL2297|                                                           dddmmss.s |
 DL2297| DL2289 3413 H RESET                        APPROX. 1.8 KM 1735758.5 |
 DL2297|---------------------------------------------------------------------|
 DL2297
 DL2297                          SUPERSEDED SURVEY CONTROL
 DL2297
 DL2297  NAVD 88 (04/01/09)  371.85   (m)         1220.0    (f) LEVELING    3  
 DL2297
 DL2297.Superseded values are not recommended for survey control.
 DL2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL2297.See file dsdata.txt to determine how the superseded data were derived.
 DL2297
 DL2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4764715814(NAD 83)
 DL2297
 DL2297_MARKER: I = METAL ROD
 DL2297_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL2297_STAMPING: 3413 V 2008
 DL2297_MARK LOGO: MNDT  
 DL2297_PROJECTION: FLUSH
 DL2297_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2297+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 DL2297_ROD/PIPE-DEPTH: 19.8 meters
 DL2297
 DL2297  HISTORY     - Date     Condition        Report By
 DL2297  HISTORY     - 2008     MONUMENTED       MNDT
 DL2297  HISTORY     - 20080813 GOOD             MNDT
 DL2297  HISTORY     - 20080930 GOOD             MNDT
 DL2297
 DL2297                          STATION DESCRIPTION
 DL2297
 DL2297'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL2297'0.95 MILES SOUTHEAST OF NEW LONDON, 0.95 MILES SOUTHEAST OF TRUNK
 DL2297'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 9
 DL2297'IN NEW LONDON, AT TRUNK HIGHWAY 23 MILEPOINT 160.0, 41.7 FEET
 DL2297'SOUTHEAST OF EASTBOUND TRUNK HIGHWAY 23, 22.0 FEET NORTHWEST OF POWER
 DL2297'POLE, 2.0 FEET NORTHWEST OF WITNESS POST.
 DL2297
 DL2297                          STATION RECOVERY (2008)
 DL2297
 DL2297'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DL2297'RECOVERED AS DESCRIBED.
 DL2297
 DL2297                          STATION RECOVERY (2008)
 DL2297
 DL2297'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DL2297'RECOVERED IN GOOD CONDITION.
 DL2297' 
 DL2297'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DL2297'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DL2297'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DL2297'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4189 ***********************************************************************
 DM4189  DESIGNATION -  3413 W
 DM4189  PID         -  DM4189
 DM4189  STATE/COUNTY-  MN/KANDIYOHI
 DM4189  COUNTRY     -  US
 DM4189  USGS QUAD   -  NEW LONDON (1967)
 DM4189
 DM4189                         *CURRENT SURVEY CONTROL
 DM4189  ______________________________________________________________________
 DM4189* NAD 83(1986) POSITION- 45 16 01.1    (N) 094 56 29.8    (W)   HD_HELD2  
 DM4189* NAVD 88 ORTHO HEIGHT -   359.565  (meters)    1179.67  (feet) ADJUSTED  
 DM4189  ______________________________________________________________________
 DM4189  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DM4189  DYNAMIC HEIGHT  -        359.536 (meters)     1179.58  (feet) COMP
 DM4189  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 DM4189
 DM4189  VERT ORDER      -  SECOND    CLASS I
 DM4189
 DM4189.The horizontal coordinates were established by autonomous hand held GPS
 DM4189.observations and have an estimated accuracy of +/- 10 meters.
 DM4189.
 DM4189.The orthometric height was determined by differential leveling and
 DM4189.adjusted in January 2011.
 DM4189
 DM4189.The dynamic height is computed by dividing the NAVD 88
 DM4189.geopotential number by the normal gravity value computed on the
 DM4189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4189.degrees latitude (g = 980.6199 gals.).
 DM4189
 DM4189.The modeled gravity was interpolated from observed gravity values.
 DM4189
 DM4189;                    North         East    Units  Estimated Accuracy
 DM4189;SPC MN S     -   352,322.      726,103.      MT  (+/- 10 meters HH2 GPS)
 DM4189
 DM4189                          SUPERSEDED SURVEY CONTROL
 DM4189
 DM4189.No superseded survey control is available for this station.
 DM4189
 DM4189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4768314442(NAD 83)
 DM4189
 DM4189_MARKER: DD = SURVEY DISK
 DM4189_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4189_SP_SET: BRIDGE WING WALL
 DM4189_STAMPING: 3413 W 2008
 DM4189_MARK LOGO: MNDT  
 DM4189_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4189+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM4189
 DM4189  HISTORY     - Date     Condition        Report By
 DM4189  HISTORY     - 2002     MONUMENTED       MNDT
 DM4189  HISTORY     - 20080618 GOOD             MNDT
 DM4189  HISTORY     - 20080922 GOOD             MNDT
 DM4189
 DM4189                          STATION DESCRIPTION
 DM4189
 DM4189'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4189'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4189'THE MARK IS 1.8 MI (2.9 KM) SOUTHWEST OF NEW LONDON, 1.8 MI (2.9 KM)
 DM4189'SOUTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM4189'AND TRUNK HIGHWAY 9 IN NEW LONDON, IN WING WALL IN NORTHEAST CORNER OF
 DM4189'TRUNK HIGHWAY 23 BRIDGE NUMBER 34029, AT TRUNK HIGHWAY 23 MILE POINT
 DM4189'159.15.
 DM4189' 
 DM4189'IT IS 23.4 FT (7.1 M) EAST OF EAST BOUND TRUNK HIGHWAY 23.  DISK SET
 DM4189'IN BRIDGE WHEN BUILT IN 2002 THEN STAMPED WHEN USED IN 2008.
 DM4189
 DM4189                          STATION RECOVERY (2008)
 DM4189
 DM4189'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DM4189'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4188 ***********************************************************************
 DM4188  DESIGNATION -  3413 X
 DM4188  PID         -  DM4188
 DM4188  STATE/COUNTY-  MN/KANDIYOHI
 DM4188  COUNTRY     -  US
 DM4188  USGS QUAD   -  NEW LONDON (1967)
 DM4188
 DM4188                         *CURRENT SURVEY CONTROL
 DM4188  ______________________________________________________________________
 DM4188* NAD 83(1986) POSITION- 45 15 52.0    (N) 094 56 32.5    (W)   HD_HELD2  
 DM4188* NAVD 88 ORTHO HEIGHT -   360.921  (meters)    1184.12  (feet) ADJUSTED  
 DM4188  ______________________________________________________________________
 DM4188  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DM4188  DYNAMIC HEIGHT  -        360.891 (meters)     1184.02  (feet) COMP
 DM4188  MODELED GRAVITY -    980,524.8   (mgal)                       NAVD 88
 DM4188
 DM4188  VERT ORDER      -  SECOND    CLASS I
 DM4188
 DM4188.The horizontal coordinates were established by autonomous hand held GPS
 DM4188.observations and have an estimated accuracy of +/- 10 meters.
 DM4188.
 DM4188.The orthometric height was determined by differential leveling and
 DM4188.adjusted in January 2011.
 DM4188
 DM4188.The dynamic height is computed by dividing the NAVD 88
 DM4188.geopotential number by the normal gravity value computed on the
 DM4188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4188.degrees latitude (g = 980.6199 gals.).
 DM4188
 DM4188.The modeled gravity was interpolated from observed gravity values.
 DM4188
 DM4188;                    North         East    Units  Estimated Accuracy
 DM4188;SPC MN S     -   352,041.      726,041.      MT  (+/- 10 meters HH2 GPS)
 DM4188
 DM4188                          SUPERSEDED SURVEY CONTROL
 DM4188
 DM4188.No superseded survey control is available for this station.
 DM4188
 DM4188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4761814162(NAD 83)
 DM4188
 DM4188_MARKER: DD = SURVEY DISK
 DM4188_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4188_SP_SET: BRIDGE RAILING
 DM4188_STAMPING: 3413 X 2008
 DM4188_MARK LOGO: MNDT  
 DM4188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4188+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2008
 DM4188
 DM4188  HISTORY     - Date     Condition        Report By
 DM4188  HISTORY     - 2002     MONUMENTED       MNDT
 DM4188  HISTORY     - 20080618 GOOD             MNDT
 DM4188  HISTORY     - 20080922 GOOD             MNDT
 DM4188
 DM4188                          STATION DESCRIPTION
 DM4188
 DM4188'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4188'THE MARK IS 1.95 MI (3.1 KM) SOUTHWEST OF NEW LONDON, 1.95 MI (3.1 KM)
 DM4188'SOUTHEAST ALONG TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23
 DM4188'AND TRUNK HIGHWAY 9 IN NEW LONDON, IN RAIL IN SOUTHEAST CORNER OF
 DM4188'TRUNK HIGHWAY 23 BRIDGE NUMBER 34029 OVER GREEN LAKE, AT TRUNK HIGHWAY
 DM4188'23 MILE POINT 159.0.
 DM4188' 
 DM4188'IT IS 23.0 FT (7.0 M) EAST OF EASTBOUND TRUNK HIGHWAY 23.  DISK SET IN
 DM4188'BRIDGE WHEN BUILT IN 2002 THEN STAMPED WHEN USED IN 2008.
 DM4188
 DM4188                          STATION RECOVERY (2008)
 DM4188
 DM4188'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DM4188'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7615 ***********************************************************************
 DK7615  DESIGNATION -  3414 B
 DK7615  PID         -  DK7615
 DK7615  STATE/COUNTY-  MN/KANDIYOHI
 DK7615  COUNTRY     -  US
 DK7615  USGS QUAD   -  MOUNT TOM (1977)
 DK7615
 DK7615                         *CURRENT SURVEY CONTROL
 DK7615  ______________________________________________________________________
 DK7615* NAD 83(1986) POSITION- 45 19 46.5    (N) 095 00 32.7    (W)   HD_HELD2  
 DK7615* NAVD 88 ORTHO HEIGHT -   382.608  (meters)    1255.27  (feet) ADJUSTED  
 DK7615  ______________________________________________________________________
 DK7615  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DK7615  DYNAMIC HEIGHT  -        382.581 (meters)     1255.18  (feet) COMP
 DK7615  MODELED GRAVITY -    980,533.2   (mgal)                       NAVD 88
 DK7615
 DK7615  VERT ORDER      -  SECOND    CLASS I
 DK7615
 DK7615.The horizontal coordinates were established by autonomous hand held GPS
 DK7615.observations and have an estimated accuracy of +/- 10 meters.
 DK7615.
 DK7615.The orthometric height was determined by differential leveling and
 DK7615.adjusted in April 2009.
 DK7615
 DK7615.Photographs are available for this station.
 DK7615
 DK7615.The dynamic height is computed by dividing the NAVD 88
 DK7615.geopotential number by the normal gravity value computed on the
 DK7615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7615.degrees latitude (g = 980.6199 gals.).
 DK7615
 DK7615.The modeled gravity was interpolated from observed gravity values.
 DK7615
 DK7615;                    North         East    Units  Estimated Accuracy
 DK7615;SPC MN S     -   359,343.      720,894.      MT  (+/- 10 meters HH2 GPS)
 DK7615
 DK7615                          SUPERSEDED SURVEY CONTROL
 DK7615
 DK7615.No superseded survey control is available for this station.
 DK7615
 DK7615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4256421527(NAD 83)
 DK7615
 DK7615_MARKER: DD = SURVEY DISK
 DK7615_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7615_STAMPING: 3414 B 2006
 DK7615_MARK LOGO: MNDT  
 DK7615_PROJECTION: RECESSED 3 CENTIMETERS
 DK7615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7615+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DK7615_ROD/PIPE-DEPTH: 25.9 meters
 DK7615
 DK7615  HISTORY     - Date     Condition        Report By
 DK7615  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7615  HISTORY     - 20080729 GOOD             MNDT
 DK7615
 DK7615                          STATION DESCRIPTION
 DK7615
 DK7615'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7615'THE MARK IS 3.6 MI (5.8 KM) NORTH-NORTHWEST OF NEW LONDON, 5.4 MI (8.7
 DK7615'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7615'HIGHWAY 9 AND TRUNK HIGHWAY 23 IN NEW LONDON, AT TRUNK HIGHWAY 71 MILE
 DK7615'POINT 138.6, 129.2 FT (39.4 M) NORTH OF TRUNK HIGHWAY 9, 76.4 FT (23.3
 DK7615'M) EAST OF TRUNK HIGHWAY 71, 23.5 FT (7.2 M) WEST OF RIGHT-OF-WAY
 DK7615'SIGN, 6.5 FT (2.0 M) SOUTH OF PEDESTAL NUMBER 13300017, 5.9 FT (1.8 M)
 DK7615'SOUTH OF A WITNESS POST.
 DK7615
 DK7615                          STATION RECOVERY (2008)
 DK7615
 DK7615'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK7615'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7616 ***********************************************************************
 DK7616  DESIGNATION -  3414 C
 DK7616  PID         -  DK7616
 DK7616  STATE/COUNTY-  MN/KANDIYOHI
 DK7616  COUNTRY     -  US
 DK7616  USGS QUAD   -  MOUNT TOM (1977)
 DK7616
 DK7616                         *CURRENT SURVEY CONTROL
 DK7616  ______________________________________________________________________
 DK7616* NAD 83(1986) POSITION- 45 20 09.5    (N) 095 00 32.0    (W)   HD_HELD2  
 DK7616* NAVD 88 ORTHO HEIGHT -   380.209  (meters)    1247.40  (feet) ADJUSTED  
 DK7616  ______________________________________________________________________
 DK7616  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DK7616  DYNAMIC HEIGHT  -        380.182 (meters)     1247.31  (feet) COMP
 DK7616  MODELED GRAVITY -    980,533.9   (mgal)                       NAVD 88
 DK7616
 DK7616  VERT ORDER      -  SECOND    CLASS I
 DK7616
 DK7616.The horizontal coordinates were established by autonomous hand held GPS
 DK7616.observations and have an estimated accuracy of +/- 10 meters.
 DK7616.
 DK7616.The orthometric height was determined by differential leveling and
 DK7616.adjusted in April 2009.
 DK7616
 DK7616.No vertical observational check was made to the station.
 DK7616
 DK7616.Photographs are available for this station.
 DK7616
 DK7616.The dynamic height is computed by dividing the NAVD 88
 DK7616.geopotential number by the normal gravity value computed on the
 DK7616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7616.degrees latitude (g = 980.6199 gals.).
 DK7616
 DK7616.The modeled gravity was interpolated from observed gravity values.
 DK7616
 DK7616;                    North         East    Units  Estimated Accuracy
 DK7616;SPC MN S     -   360,053.      720,918.      MT  (+/- 10 meters HH2 GPS)
 DK7616
 DK7616                          SUPERSEDED SURVEY CONTROL
 DK7616
 DK7616.No superseded survey control is available for this station.
 DK7616
 DK7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4259722236(NAD 83)
 DK7616
 DK7616_MARKER: DD = SURVEY DISK
 DK7616_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7616_STAMPING: 3414 C 2006
 DK7616_MARK LOGO: MNDT  
 DK7616_PROJECTION: FLUSH
 DK7616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7616+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2008
 DK7616_ROD/PIPE-DEPTH:  7.6 meters
 DK7616
 DK7616  HISTORY     - Date     Condition        Report By
 DK7616  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7616  HISTORY     - 20080729 GOOD             MNDT
 DK7616
 DK7616                          STATION DESCRIPTION
 DK7616
 DK7616'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7616'THE MARK IS 3.9 MI (6.3 KM) NORTH-NORTHWEST OF NEW LONDON, 5.4 MI (8.7
 DK7616'KM) NORTH-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7616'HIGHWAY 9 AND TRUNK HIGHWAY 23 IN NEW LONDON TO TRUNK HIGHWAY 9 MILE
 DK7616'POINT 5.25, THENCE 0.45 MI (0.7 KM) NORTH ON TRUNK HIGHWAY 71, AT
 DK7616'TRUNK HIGHWAY 71 MILE POINT 139.0, 72.2 FT (22.0 M) EAST OF TRUNK
 DK7616'HIGHWAY 71, 37.9 FT (11.6 M) EAST OF MILE POINT 139.0 SIGN, 2.0 FT
 DK7616'(0.6 M) WEST OF A NORTH-SOUTH FENCE, 2.1 FT (0.6 M) WEST OF A WITNESS
 DK7616'POST.
 DK7616
 DK7616                          STATION RECOVERY (2008)
 DK7616
 DK7616'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DK7616'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9483 ***********************************************************************
 AE9483  DESIGNATION -  3415 B
 AE9483  PID         -  AE9483
 AE9483  STATE/COUNTY-  MN/KANDIYOHI
 AE9483  COUNTRY     -  US
 AE9483  USGS QUAD   -  PENNOCK (1958)
 AE9483
 AE9483                         *CURRENT SURVEY CONTROL
 AE9483  ______________________________________________________________________
 AE9483* NAD 83(2007) POSITION- 45 10 27.44397(N) 095 13 38.91205(W)   ADJUSTED  
 AE9483* NAD 83(2007) ELLIP HT-   314.676 (meters)        (02/10/07)   ADJUSTED
 AE9483* NAD 83(2007) EPOCH   -  2002.00
 AE9483* NAVD 88 ORTHO HEIGHT -   341.300  (meters)    1119.75  (feet) ADJUSTED  
 AE9483  ______________________________________________________________________
 AE9483  NAD 83(2007) X  -   -410,368.762 (meters)                     COMP
 AE9483  NAD 83(2007) Y  - -4,485,362.294 (meters)                     COMP
 AE9483  NAD 83(2007) Z  -  4,501,247.013 (meters)                     COMP
 AE9483  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC09
 AE9483  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AE9483  DYNAMIC HEIGHT  -        341.273 (meters)     1119.66  (feet) COMP
 AE9483  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 AE9483
 AE9483  VERT ORDER      -  SECOND    CLASS I
 AE9483
 AE9483  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9483  Type                                         Horiz  Ellip  Dist(km)
 AE9483  -------------------------------------------------------------------
 AE9483  NETWORK                                       0.55   0.69
 AE9483  -------------------------------------------------------------------
 AE9483  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.57      2.27
 AE9483  -------------------------------------------------------------------
 AE9483  NOTE: Click here for information on individual local accuracy
 AE9483  values and other accuracy information.
 AE9483
 AE9483
 AE9483.The horizontal coordinates were established by GPS observations
 AE9483.and adjusted by the National Geodetic Survey in February 2007.
 AE9483
 AE9483.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9483.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9483
 AE9483.The horizontal coordinates are valid at the epoch date displayed above
 AE9483.which is a decimal equivalence of Year/Month/Day.
 AE9483
 AE9483.The orthometric height was determined by differential leveling and
 AE9483.adjusted in September 1998.
 AE9483
 AE9483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9483
 AE9483.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9483
 AE9483.The ellipsoidal height was determined by GPS observations
 AE9483.and is referenced to NAD 83.
 AE9483
 AE9483.The dynamic height is computed by dividing the NAVD 88
 AE9483.geopotential number by the normal gravity value computed on the
 AE9483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9483.degrees latitude (g = 980.6199 gals.).
 AE9483
 AE9483.The modeled gravity was interpolated from observed gravity values.
 AE9483
 AE9483. The following values were computed from the NAD 83(2007) position.
 AE9483
 AE9483;                    North         East     Units Scale Factor Converg.
 AE9483;SPC MN S     -   342,320.170   703,515.797   MT  0.99999102   -0 51 37.3
 AE9483;SPC MN S     - 1,123,095.42  2,308,118.08   sFT  0.99999102   -0 51 37.3
 AE9483;UTM  15      - 5,004,725.756   324,974.121   MT  0.99997668   -1 34 48.9
 AE9483
 AE9483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9483!SPC MN S     -   0.99995067  x   0.99999102  =   0.99994169
 AE9483!UTM  15      -   0.99995067  x   0.99997668  =   0.99992735
 AE9483
 AE9483:                Primary Azimuth Mark                     Grid Az
 AE9483:SPC MN S     -  3415 C                                   003 24 46.9
 AE9483:UTM  15      -  3415 C                                   004 07 58.5
 AE9483
 AE9483|---------------------------------------------------------------------|
 AE9483| PID    Reference Object                     Distance      Geod. Az  |
 AE9483|                                                           dddmmss.s |
 AE9483| AE9484 3415 C                              APPROX. 1.2 KM 0023309.6 |
 AE9483|---------------------------------------------------------------------|
 AE9483
 AE9483                          SUPERSEDED SURVEY CONTROL
 AE9483
 AE9483  NAD 83(1996)-  45 10 27.44364(N)    095 13 38.91162(W) AD(       ) 1
 AE9483  ELLIP H (05/11/98)  314.703  (m)                       GP(       ) 4 1
 AE9483  NAVD 88 (05/11/98)  341.30   (m)         1119.7    (f) LEVELING    3  
 AE9483
 AE9483.Superseded values are not recommended for survey control.
 AE9483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9483.See file dsdata.txt to determine how the superseded data were derived.
 AE9483
 AE9483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2497404725(NAD 83)
 AE9483
 AE9483_MARKER: DD = SURVEY DISK
 AE9483_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9483_STAMPING: 3415 B 1997
 AE9483_MARK LOGO: MNDT  
 AE9483_PROJECTION: FLUSH
 AE9483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9483+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9483_ROD/PIPE-DEPTH: 10.7 meters
 AE9483
 AE9483  HISTORY     - Date     Condition        Report By
 AE9483  HISTORY     - 1997     MONUMENTED       MNDT
 AE9483
 AE9483                          STATION DESCRIPTION
 AE9483
 AE9483'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9483'THE MARK IS LOCATED 3 MI (4.8 KM) WNW OF PENNOCK, 0.95 MI (1.53 KM)
 AE9483'NORTH ALONG TH 104 FROM JCT TH 12 AND TH 104 (2.5 MI WNW OF PENNOCK) ,
 AE9483'AT TH 104 MP 0.95, 155 FT (47.2 M) WEST OF TH 104, 26 FT (7.9 M) SOUTH
 AE9483'OF 52ND AVE, 119.6 FT (36.5 M) WSW OF STOP SIGN, 1.8 FT (0.5 M) EAST
 AE9483'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9484 ***********************************************************************
 AE9484  DESIGNATION -  3415 C
 AE9484  PID         -  AE9484
 AE9484  STATE/COUNTY-  MN/KANDIYOHI
 AE9484  COUNTRY     -  US
 AE9484  USGS QUAD   -  PENNOCK (1958)
 AE9484
 AE9484                         *CURRENT SURVEY CONTROL
 AE9484  ______________________________________________________________________
 AE9484* NAD 83(2007) POSITION- 45 11 06.16701(N) 095 13 36.47087(W)   ADJUSTED  
 AE9484* NAD 83(2007) ELLIP HT-   311.835 (meters)        (02/10/07)   ADJUSTED
 AE9484* NAD 83(2007) EPOCH   -  2002.00
 AE9484* NAVD 88 ORTHO HEIGHT -   338.463  (meters)    1110.44  (feet) ADJUSTED  
 AE9484  ______________________________________________________________________
 AE9484  NAD 83(2007) X  -   -410,238.246 (meters)                     COMP
 AE9484  NAD 83(2007) Y  - -4,484,520.707 (meters)                     COMP
 AE9484  NAD 83(2007) Z  -  4,502,087.671 (meters)                     COMP
 AE9484  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC09
 AE9484  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AE9484  DYNAMIC HEIGHT  -        338.437 (meters)     1110.36  (feet) COMP
 AE9484  MODELED GRAVITY -    980,529.8   (mgal)                       NAVD 88
 AE9484
 AE9484  VERT ORDER      -  SECOND    CLASS I
 AE9484
 AE9484  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9484  Type                                         Horiz  Ellip  Dist(km)
 AE9484  -------------------------------------------------------------------
 AE9484  NETWORK                                       0.46   0.57
 AE9484  -------------------------------------------------------------------
 AE9484  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.40   0.51      2.70
 AE9484  -------------------------------------------------------------------
 AE9484  NOTE: Click here for information on individual local accuracy
 AE9484  values and other accuracy information.
 AE9484
 AE9484
 AE9484.The horizontal coordinates were established by GPS observations
 AE9484.and adjusted by the National Geodetic Survey in February 2007.
 AE9484
 AE9484.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9484.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9484
 AE9484.The horizontal coordinates are valid at the epoch date displayed above
 AE9484.which is a decimal equivalence of Year/Month/Day.
 AE9484
 AE9484.The orthometric height was determined by differential leveling and
 AE9484.adjusted in September 1998.
 AE9484
 AE9484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9484
 AE9484.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9484
 AE9484.The ellipsoidal height was determined by GPS observations
 AE9484.and is referenced to NAD 83.
 AE9484
 AE9484.The dynamic height is computed by dividing the NAVD 88
 AE9484.geopotential number by the normal gravity value computed on the
 AE9484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9484.degrees latitude (g = 980.6199 gals.).
 AE9484
 AE9484.The modeled gravity was interpolated from observed gravity values.
 AE9484
 AE9484. The following values were computed from the NAD 83(2007) position.
 AE9484
 AE9484;                    North         East     Units Scale Factor Converg.
 AE9484;SPC MN S     -   343,514.641   703,587.035   MT  0.99999325   -0 51 35.6
 AE9484;SPC MN S     - 1,127,014.28  2,308,351.80   sFT  0.99999325   -0 51 35.6
 AE9484;UTM  15      - 5,005,919.220   325,060.361   MT  0.99997631   -1 34 48.2
 AE9484
 AE9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9484!SPC MN S     -   0.99995111  x   0.99999325  =   0.99994436
 AE9484!UTM  15      -   0.99995111  x   0.99997631  =   0.99992742
 AE9484
 AE9484:                Primary Azimuth Mark                     Grid Az
 AE9484:SPC MN S     -  3415 B                                   183 24 47.0
 AE9484:UTM  15      -  3415 B                                   184 07 59.6
 AE9484
 AE9484|---------------------------------------------------------------------|
 AE9484| PID    Reference Object                     Distance      Geod. Az  |
 AE9484|                                                           dddmmss.s |
 AE9484| AE9483 3415 B                              APPROX. 1.2 KM 1823311.4 |
 AE9484|---------------------------------------------------------------------|
 AE9484
 AE9484                          SUPERSEDED SURVEY CONTROL
 AE9484
 AE9484  NAD 83(1996)-  45 11 06.16664(N)    095 13 36.47038(W) AD(       ) 1
 AE9484  ELLIP H (05/11/98)  311.862  (m)                       GP(       ) 4 1
 AE9484  NAVD 88 (05/11/98)  338.46   (m)         1110.4    (f) LEVELING    3  
 AE9484
 AE9484.Superseded values are not recommended for survey control.
 AE9484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9484.See file dsdata.txt to determine how the superseded data were derived.
 AE9484
 AE9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2506005919(NAD 83)
 AE9484
 AE9484_MARKER: DD = SURVEY DISK
 AE9484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9484_STAMPING: 3415 C 1997
 AE9484_MARK LOGO: MNDT  
 AE9484_PROJECTION: FLUSH
 AE9484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9484+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9484_ROD/PIPE-DEPTH: 12.2 meters
 AE9484
 AE9484  HISTORY     - Date     Condition        Report By
 AE9484  HISTORY     - 1997     MONUMENTED       MNDT
 AE9484
 AE9484                          STATION DESCRIPTION
 AE9484
 AE9484'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9484'THE MARK IS LOCATED 3.5 MI (5.6 KM) NW OF PENNOCK, 1.7 MI (2.7 KM)
 AE9484'NORTH ALONG TH 104 FROM JCT TH 12 AND TH 104 (2.5 MI WNW OF PENNOCK) ,
 AE9484'AT TH 104 MP 1.7, 38 FT (11.6 M) EAST OF TH 104, 117.4 FT (35.8 M)
 AE9484'SOUTH OF P-POLE, 70 FT (21.3 M) SOUTH OF ENT, 2.0 FT (0.6 M) NORTH OF
 AE9484'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9485 ***********************************************************************
 AE9485  DESIGNATION -  3415 D
 AE9485  PID         -  AE9485
 AE9485  STATE/COUNTY-  MN/KANDIYOHI
 AE9485  COUNTRY     -  US
 AE9485  USGS QUAD   -  PENNOCK (1958)
 AE9485
 AE9485                         *CURRENT SURVEY CONTROL
 AE9485  ______________________________________________________________________
 AE9485* NAD 83(2007) POSITION- 45 12 37.91705(N) 095 13 32.50750(W)   ADJUSTED  
 AE9485* NAD 83(2007) ELLIP HT-   329.484 (meters)        (02/10/07)   ADJUSTED
 AE9485* NAD 83(2007) EPOCH   -  2002.00
 AE9485* NAVD 88 ORTHO HEIGHT -   356.101  (meters)    1168.31  (feet) ADJUSTED  
 AE9485  ______________________________________________________________________
 AE9485  NAD 83(2007) X  -   -409,970.155 (meters)                     COMP
 AE9485  NAD 83(2007) Y  - -4,482,539.503 (meters)                     COMP
 AE9485  NAD 83(2007) Z  -  4,504,096.189 (meters)                     COMP
 AE9485  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC09
 AE9485  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 AE9485  DYNAMIC HEIGHT  -        356.074 (meters)     1168.22  (feet) COMP
 AE9485  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 AE9485
 AE9485  VERT ORDER      -  SECOND    CLASS I
 AE9485
 AE9485  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9485  Type                                         Horiz  Ellip  Dist(km)
 AE9485  -------------------------------------------------------------------
 AE9485  NETWORK                                       0.65   0.80
 AE9485  -------------------------------------------------------------------
 AE9485  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.63      1.81
 AE9485  -------------------------------------------------------------------
 AE9485  NOTE: Click here for information on individual local accuracy
 AE9485  values and other accuracy information.
 AE9485
 AE9485
 AE9485.The horizontal coordinates were established by GPS observations
 AE9485.and adjusted by the National Geodetic Survey in February 2007.
 AE9485
 AE9485.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9485.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9485
 AE9485.The horizontal coordinates are valid at the epoch date displayed above
 AE9485.which is a decimal equivalence of Year/Month/Day.
 AE9485
 AE9485.The orthometric height was determined by differential leveling and
 AE9485.adjusted in September 1998.
 AE9485
 AE9485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9485
 AE9485.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9485
 AE9485.The ellipsoidal height was determined by GPS observations
 AE9485.and is referenced to NAD 83.
 AE9485
 AE9485.The dynamic height is computed by dividing the NAVD 88
 AE9485.geopotential number by the normal gravity value computed on the
 AE9485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9485.degrees latitude (g = 980.6199 gals.).
 AE9485
 AE9485.The modeled gravity was interpolated from observed gravity values.
 AE9485
 AE9485. The following values were computed from the NAD 83(2007) position.
 AE9485
 AE9485;                    North         East     Units Scale Factor Converg.
 AE9485;SPC MN S     -   346,345.430   703,716.019   MT  0.99999867   -0 51 32.8
 AE9485;SPC MN S     - 1,136,301.63  2,308,774.97   sFT  0.99999867   -0 51 32.8
 AE9485;UTM  15      - 5,008,748.106   325,224.929   MT  0.99997560   -1 34 47.9
 AE9485
 AE9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9485!SPC MN S     -   0.99994835  x   0.99999867  =   0.99994702
 AE9485!UTM  15      -   0.99994835  x   0.99997560  =   0.99992395
 AE9485
 AE9485:                Primary Azimuth Mark                     Grid Az
 AE9485:SPC MN S     -  3415 E                                   355 11 03.4
 AE9485:UTM  15      -  3415 E                                   355 54 18.5
 AE9485
 AE9485|---------------------------------------------------------------------|
 AE9485| PID    Reference Object                     Distance      Geod. Az  |
 AE9485|                                                           dddmmss.s |
 AE9485| AE9486 3415 E                              APPROX. 1.6 KM 3541930.6 |
 AE9485|---------------------------------------------------------------------|
 AE9485
 AE9485                          SUPERSEDED SURVEY CONTROL
 AE9485
 AE9485  NAD 83(1996)-  45 12 37.91672(N)    095 13 32.50703(W) AD(       ) 1
 AE9485  ELLIP H (05/11/98)  329.517  (m)                       GP(       ) 4 1
 AE9485  NAVD 88 (05/11/98)  356.10   (m)         1168.3    (f) LEVELING    3  
 AE9485
 AE9485.Superseded values are not recommended for survey control.
 AE9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9485.See file dsdata.txt to determine how the superseded data were derived.
 AE9485
 AE9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2522408748(NAD 83)
 AE9485
 AE9485_MARKER: DD = SURVEY DISK
 AE9485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9485_STAMPING: 3415 D 1997
 AE9485_MARK LOGO: MNDT  
 AE9485_PROJECTION: FLUSH
 AE9485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9485+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9485_ROD/PIPE-DEPTH: 10.7 meters
 AE9485
 AE9485  HISTORY     - Date     Condition        Report By
 AE9485  HISTORY     - 1997     MONUMENTED       MNDT
 AE9485
 AE9485                          STATION DESCRIPTION
 AE9485
 AE9485'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9485'THE MARK IS LOCATED 5 MI (8.0 KM) NW OF PENNOCK, 3.45 MI (5.55 KM)
 AE9485'NORTH ALONG TH 104 FROM JCT TH 12 AND TH 104 (2.5 MI WNW OF PENNOCK) ,
 AE9485'AT TH 104 MP 3.45, 243 FT (74.1 M) EAST OF TH 104, 49.5 FT (15.1 M)
 AE9485'SOUTH OF CO RD 27, 14.5 FT (4.4 M) WNW OF P-POLE, 91 FT (27.7 M) EAST
 AE9485'OF ENT, 2.7 FT (0.8 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9486 ***********************************************************************
 AE9486  DESIGNATION -  3415 E
 AE9486  PID         -  AE9486
 AE9486  STATE/COUNTY-  MN/KANDIYOHI
 AE9486  COUNTRY     -  US
 AE9486  USGS QUAD   -  PENNOCK (1958)
 AE9486
 AE9486                         *CURRENT SURVEY CONTROL
 AE9486  ______________________________________________________________________
 AE9486* NAD 83(2007) POSITION- 45 13 30.29220(N) 095 13 39.87222(W)   ADJUSTED  
 AE9486* NAD 83(2007) ELLIP HT-   324.617 (meters)        (02/10/07)   ADJUSTED
 AE9486* NAD 83(2007) EPOCH   -  2002.00
 AE9486* NAVD 88 ORTHO HEIGHT -   351.229  (meters)    1152.32  (feet) ADJUSTED  
 AE9486  ______________________________________________________________________
 AE9486  NAD 83(2007) X  -   -410,025.320 (meters)                     COMP
 AE9486  NAD 83(2007) Y  - -4,481,378.519 (meters)                     COMP
 AE9486  NAD 83(2007) Z  -  4,505,231.745 (meters)                     COMP
 AE9486  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC09
 AE9486  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 AE9486  DYNAMIC HEIGHT  -        351.202 (meters)     1152.24  (feet) COMP
 AE9486  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 AE9486
 AE9486  VERT ORDER      -  SECOND    CLASS I
 AE9486
 AE9486  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9486  Type                                         Horiz  Ellip  Dist(km)
 AE9486  -------------------------------------------------------------------
 AE9486  NETWORK                                       0.58   0.71
 AE9486  -------------------------------------------------------------------
 AE9486  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.40   0.47      1.98
 AE9486  -------------------------------------------------------------------
 AE9486  NOTE: Click here for information on individual local accuracy
 AE9486  values and other accuracy information.
 AE9486
 AE9486
 AE9486.The horizontal coordinates were established by GPS observations
 AE9486.and adjusted by the National Geodetic Survey in February 2007.
 AE9486
 AE9486.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9486.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9486
 AE9486.The horizontal coordinates are valid at the epoch date displayed above
 AE9486.which is a decimal equivalence of Year/Month/Day.
 AE9486
 AE9486.The orthometric height was determined by differential leveling and
 AE9486.adjusted in September 1998.
 AE9486
 AE9486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9486
 AE9486.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9486
 AE9486.The ellipsoidal height was determined by GPS observations
 AE9486.and is referenced to NAD 83.
 AE9486
 AE9486.The dynamic height is computed by dividing the NAVD 88
 AE9486.geopotential number by the normal gravity value computed on the
 AE9486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9486.degrees latitude (g = 980.6199 gals.).
 AE9486
 AE9486.The modeled gravity was interpolated from observed gravity values.
 AE9486
 AE9486. The following values were computed from the NAD 83(2007) position.
 AE9486
 AE9486;                    North         East     Units Scale Factor Converg.
 AE9486;SPC MN S     -   347,964.539   703,579.611   MT  1.00000185   -0 51 38.0
 AE9486;SPC MN S     - 1,141,613.66  2,308,327.44   sFT  1.00000185   -0 51 38.0
 AE9486;UTM  15      - 5,010,368.764   325,108.911   MT  0.99997610   -1 34 54.6
 AE9486
 AE9486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9486!SPC MN S     -   0.99994911  x   1.00000185  =   0.99995096
 AE9486!UTM  15      -   0.99994911  x   0.99997610  =   0.99992521
 AE9486
 AE9486:                Primary Azimuth Mark                     Grid Az
 AE9486:SPC MN S     -  3415 D                                   175 11 03.4
 AE9486:UTM  15      -  3415 D                                   175 54 20.0
 AE9486
 AE9486|---------------------------------------------------------------------|
 AE9486| PID    Reference Object                     Distance      Geod. Az  |
 AE9486|                                                           dddmmss.s |
 AE9486| AE9485 3415 D                              APPROX. 1.6 KM 1741925.4 |
 AE9486|---------------------------------------------------------------------|
 AE9486
 AE9486                          SUPERSEDED SURVEY CONTROL
 AE9486
 AE9486  NAD 83(1996)-  45 13 30.29187(N)    095 13 39.87176(W) AD(       ) 1
 AE9486  ELLIP H (05/11/98)  324.651  (m)                       GP(       ) 4 1
 AE9486  NAVD 88 (05/11/98)  351.23   (m)         1152.3    (f) LEVELING    3  
 AE9486
 AE9486.Superseded values are not recommended for survey control.
 AE9486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9486.See file dsdata.txt to determine how the superseded data were derived.
 AE9486
 AE9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2510810368(NAD 83)
 AE9486
 AE9486_MARKER: DD = SURVEY DISK
 AE9486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9486_STAMPING: 3415 E 1997
 AE9486_MARK LOGO: MNDT  
 AE9486_PROJECTION: FLUSH
 AE9486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9486+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9486_ROD/PIPE-DEPTH:  4.6 meters
 AE9486
 AE9486  HISTORY     - Date     Condition        Report By
 AE9486  HISTORY     - 1997     MONUMENTED       MNDT
 AE9486
 AE9486                          STATION DESCRIPTION
 AE9486
 AE9486'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9486'THE MARK IS LOCATED 5.75 MI (9.25 KM) NW OF PENNOCK, 4.45 MI (7.16 KM)
 AE9486'NORTH ALONG TH 104 FROM JCT TH 12 AND TH 104 (2.5 MI WNW OF PENNOCK)
 AE9486'TO TH 104 MP 4.45, THEN 0.07 MI (0.11 KM) WEST ON 105TH AVE, 34 FT
 AE9486'(10.4 M) SOUTH OF 105TH AVE, 31.3 FT (9.5 M) ENE OF P-POLE, 85 FT
 AE9486'(25.9 M) EAST OF ENT, 2.9 FT (0.9 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9487 ***********************************************************************
 AE9487  DESIGNATION -  3415 F
 AE9487  PID         -  AE9487
 AE9487  STATE/COUNTY-  MN/KANDIYOHI
 AE9487  COUNTRY     -  US
 AE9487  USGS QUAD   -  PENNOCK (1958)
 AE9487
 AE9487                         *CURRENT SURVEY CONTROL
 AE9487  ______________________________________________________________________
 AE9487* NAD 83(2007) POSITION- 45 14 18.53726(N) 095 13 33.36270(W)   ADJUSTED  
 AE9487* NAD 83(2007) ELLIP HT-   336.507 (meters)        (02/10/07)   ADJUSTED
 AE9487* NAD 83(2007) EPOCH   -  2002.00
 AE9487* NAVD 88 ORTHO HEIGHT -   363.114  (meters)    1191.32  (feet) ADJUSTED  
 AE9487  ______________________________________________________________________
 AE9487  NAD 83(2007) X  -   -409,788.337 (meters)                     COMP
 AE9487  NAD 83(2007) Y  - -4,480,346.732 (meters)                     COMP
 AE9487  NAD 83(2007) Z  -  4,506,289.125 (meters)                     COMP
 AE9487  LAPLACE CORR    -         -2.47  (seconds)                    DEFLEC09
 AE9487  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 AE9487  DYNAMIC HEIGHT  -        363.086 (meters)     1191.22  (feet) COMP
 AE9487  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 AE9487
 AE9487  VERT ORDER      -  SECOND    CLASS I
 AE9487
 AE9487  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9487  Type                                         Horiz  Ellip  Dist(km)
 AE9487  -------------------------------------------------------------------
 AE9487  NETWORK                                       0.59   0.73
 AE9487  -------------------------------------------------------------------
 AE9487  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.35   0.39      1.50
 AE9487  -------------------------------------------------------------------
 AE9487  NOTE: Click here for information on individual local accuracy
 AE9487  values and other accuracy information.
 AE9487
 AE9487
 AE9487.The horizontal coordinates were established by GPS observations
 AE9487.and adjusted by the National Geodetic Survey in February 2007.
 AE9487
 AE9487.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9487.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9487
 AE9487.The horizontal coordinates are valid at the epoch date displayed above
 AE9487.which is a decimal equivalence of Year/Month/Day.
 AE9487
 AE9487.The orthometric height was determined by differential leveling and
 AE9487.adjusted in September 1998.
 AE9487
 AE9487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9487
 AE9487.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9487
 AE9487.The ellipsoidal height was determined by GPS observations
 AE9487.and is referenced to NAD 83.
 AE9487
 AE9487.The dynamic height is computed by dividing the NAVD 88
 AE9487.geopotential number by the normal gravity value computed on the
 AE9487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9487.degrees latitude (g = 980.6199 gals.).
 AE9487
 AE9487.The modeled gravity was interpolated from observed gravity values.
 AE9487
 AE9487. The following values were computed from the NAD 83(2007) position.
 AE9487
 AE9487;                    North         East     Units Scale Factor Converg.
 AE9487;SPC MN S     -   349,451.628   703,743.943   MT  1.00000484   -0 51 33.4
 AE9487;SPC MN S     - 1,146,492.55  2,308,866.59   sFT  1.00000484   -0 51 33.4
 AE9487;UTM  15      - 5,011,853.625   325,291.949   MT  0.99997531   -1 34 51.3
 AE9487
 AE9487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9487!SPC MN S     -   0.99994724  x   1.00000484  =   0.99995208
 AE9487!UTM  15      -   0.99994724  x   0.99997531  =   0.99992256
 AE9487
 AE9487:                Primary Azimuth Mark                     Grid Az
 AE9487:SPC MN S     -  3415 E                                   186 18 21.3
 AE9487:UTM  15      -  3415 E                                   187 01 39.2
 AE9487
 AE9487|---------------------------------------------------------------------|
 AE9487| PID    Reference Object                     Distance      Geod. Az  |
 AE9487|                                                           dddmmss.s |
 AE9487| AE9486 3415 E                              APPROX. 1.5 KM 1852647.9 |
 AE9487|---------------------------------------------------------------------|
 AE9487
 AE9487                          SUPERSEDED SURVEY CONTROL
 AE9487
 AE9487  NAD 83(1996)-  45 14 18.53693(N)    095 13 33.36223(W) AD(       ) 1
 AE9487  ELLIP H (05/11/98)  336.541  (m)                       GP(       ) 4 1
 AE9487  NAVD 88 (05/11/98)  363.12   (m)         1191.3    (f) LEVELING    3  
 AE9487
 AE9487.Superseded values are not recommended for survey control.
 AE9487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9487.See file dsdata.txt to determine how the superseded data were derived.
 AE9487
 AE9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2529111853(NAD 83)
 AE9487
 AE9487_MARKER: DD = SURVEY DISK
 AE9487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9487_STAMPING: 3415 F 1997
 AE9487_MARK LOGO: MNDT  
 AE9487_PROJECTION: FLUSH
 AE9487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9487+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9487_ROD/PIPE-DEPTH:  4.6 meters
 AE9487
 AE9487  HISTORY     - Date     Condition        Report By
 AE9487  HISTORY     - 1997     MONUMENTED       MNDT
 AE9487
 AE9487                          STATION DESCRIPTION
 AE9487
 AE9487'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9487'THE MARK IS LOCATED 6.5 MI (10.5 KM) NW OF PENNOCK, 5.4 MI (8.7 KM)
 AE9487'NORTH ALONG TH 104 FROM JCT TH 12 AND TH 104 (2.5 MI WNW OF PENNOCK) ,
 AE9487'TO TH 104 MP 5.4, THEN 0.07 MI (0.11 KM) NE ON 120TH AVE, 58 FT (17.7
 AE9487'M) SE OF 120TH AVE, 44.2 FT (13.5 M) SSW OF P-POLE, 3.2 FT (1.0 M)
 AE9487'SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9488 ***********************************************************************
 AE9488  DESIGNATION -  3415 G
 AE9488  PID         -  AE9488
 AE9488  STATE/COUNTY-  MN/KANDIYOHI
 AE9488  COUNTRY     -  US
 AE9488  USGS QUAD   -  SUNBURG (1967)
 AE9488
 AE9488                         *CURRENT SURVEY CONTROL
 AE9488  ______________________________________________________________________
 AE9488* NAD 83(2007) POSITION- 45 15 11.12789(N) 095 14 05.03492(W)   ADJUSTED  
 AE9488* NAD 83(2007) ELLIP HT-   339.710 (meters)        (02/10/07)   ADJUSTED
 AE9488* NAD 83(2007) EPOCH   -  2002.00
 AE9488* NAVD 88 ORTHO HEIGHT -   366.305  (meters)    1201.79  (feet) ADJUSTED  
 AE9488  ______________________________________________________________________
 AE9488  NAD 83(2007) X  -   -410,371.306 (meters)                     COMP
 AE9488  NAD 83(2007) Y  - -4,479,137.819 (meters)                     COMP
 AE9488  NAD 83(2007) Z  -  4,507,434.541 (meters)                     COMP
 AE9488  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC09
 AE9488  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 AE9488  DYNAMIC HEIGHT  -        366.277 (meters)     1201.69  (feet) COMP
 AE9488  MODELED GRAVITY -    980,531.1   (mgal)                       NAVD 88
 AE9488
 AE9488  VERT ORDER      -  SECOND    CLASS I
 AE9488
 AE9488  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9488  Type                                         Horiz  Ellip  Dist(km)
 AE9488  -------------------------------------------------------------------
 AE9488  NETWORK                                       0.61   0.74
 AE9488  -------------------------------------------------------------------
 AE9488  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.47   0.54      2.28
 AE9488  -------------------------------------------------------------------
 AE9488  NOTE: Click here for information on individual local accuracy
 AE9488  values and other accuracy information.
 AE9488
 AE9488
 AE9488.The horizontal coordinates were established by GPS observations
 AE9488.and adjusted by the National Geodetic Survey in February 2007.
 AE9488
 AE9488.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9488.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9488
 AE9488.The horizontal coordinates are valid at the epoch date displayed above
 AE9488.which is a decimal equivalence of Year/Month/Day.
 AE9488
 AE9488.The orthometric height was determined by differential leveling and
 AE9488.adjusted in September 1998.
 AE9488
 AE9488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9488
 AE9488.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9488
 AE9488.The ellipsoidal height was determined by GPS observations
 AE9488.and is referenced to NAD 83.
 AE9488
 AE9488.The dynamic height is computed by dividing the NAVD 88
 AE9488.geopotential number by the normal gravity value computed on the
 AE9488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9488.degrees latitude (g = 980.6199 gals.).
 AE9488
 AE9488.The modeled gravity was interpolated from observed gravity values.
 AE9488
 AE9488. The following values were computed from the NAD 83(2007) position.
 AE9488
 AE9488;                    North         East     Units Scale Factor Converg.
 AE9488;SPC MN S     -   351,085.390   703,077.743   MT  1.00000816   -0 51 55.6
 AE9488;SPC MN S     - 1,151,852.65  2,306,680.90   sFT  1.00000816   -0 51 55.6
 AE9488;UTM  15      - 5,013,495.601   324,646.404   MT  0.99997809   -1 35 15.2
 AE9488
 AE9488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9488!SPC MN S     -   0.99994674  x   1.00000816  =   0.99995490
 AE9488!UTM  15      -   0.99994674  x   0.99997809  =   0.99992483
 AE9488
 AE9488:                Primary Azimuth Mark                     Grid Az
 AE9488:SPC MN S     -  3415 H                                   359 46 51.9
 AE9488:UTM  15      -  3415 H                                   000 30 11.5
 AE9488
 AE9488|---------------------------------------------------------------------|
 AE9488| PID    Reference Object                     Distance      Geod. Az  |
 AE9488|                                                           dddmmss.s |
 AE9488| AE9489 3415 H                              APPROX. 1.6 KM 3585456.3 |
 AE9488|---------------------------------------------------------------------|
 AE9488
 AE9488                          SUPERSEDED SURVEY CONTROL
 AE9488
 AE9488  NAD 83(1996)-  45 15 11.12756(N)    095 14 05.03446(W) AD(       ) 1
 AE9488  ELLIP H (05/11/98)  339.745  (m)                       GP(       ) 4 1
 AE9488  NAVD 88 (05/11/98)  366.31   (m)         1201.8    (f) LEVELING    3  
 AE9488
 AE9488.Superseded values are not recommended for survey control.
 AE9488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9488.See file dsdata.txt to determine how the superseded data were derived.
 AE9488
 AE9488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2464613495(NAD 83)
 AE9488
 AE9488_MARKER: DD = SURVEY DISK
 AE9488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9488_STAMPING: 3415 G 1997
 AE9488_MARK LOGO: MNDT  
 AE9488_PROJECTION: RECESSED 3 CENTIMETERS
 AE9488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9488+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9488_ROD/PIPE-DEPTH:  7.6 meters
 AE9488
 AE9488  HISTORY     - Date     Condition        Report By
 AE9488  HISTORY     - 1997     MONUMENTED       MNDT
 AE9488
 AE9488                          STATION DESCRIPTION
 AE9488
 AE9488'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9488'THE MARK IS LOCATED 6.4 MI (10.3 KM) SOUTH OF SUNBURG, 6.8 MI (10.9
 AE9488'KM) SOUTH ALONG TH 104 FROM JCT TH 9 AND TH 104, AT TH 104 MP 6.75,
 AE9488'82.5 FT (25.1 M) WEST OF TH 104, 34 FT (10.4 M) SOUTH OF 135TH AVE,
 AE9488'32.5 FT (9.9 M) WNW OF P-POLE, 31.8 FT (9.7 M) WNW OF CABLE MARKER,
 AE9488'2.7 FT (0.8 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9489 ***********************************************************************
 AE9489  DESIGNATION -  3415 H
 AE9489  PID         -  AE9489
 AE9489  STATE/COUNTY-  MN/KANDIYOHI
 AE9489  COUNTRY     -  US
 AE9489  USGS QUAD   -  SUNBURG (1967)
 AE9489
 AE9489                         *CURRENT SURVEY CONTROL
 AE9489  ______________________________________________________________________
 AE9489* NAD 83(2007) POSITION- 45 16 03.46064(N) 095 14 06.43768(W)   ADJUSTED  
 AE9489* NAD 83(2007) ELLIP HT-   352.717 (meters)        (02/10/07)   ADJUSTED
 AE9489* NAD 83(2007) EPOCH   -  2002.00
 AE9489* NAVD 88 ORTHO HEIGHT -   379.298  (meters)    1244.41  (feet) ADJUSTED  
 AE9489  ______________________________________________________________________
 AE9489  NAD 83(2007) X  -   -410,297.890 (meters)                     COMP
 AE9489  NAD 83(2007) Y  - -4,478,001.301 (meters)                     COMP
 AE9489  NAD 83(2007) Z  -  4,508,581.028 (meters)                     COMP
 AE9489  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC09
 AE9489  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 AE9489  DYNAMIC HEIGHT  -        379.270 (meters)     1244.32  (feet) COMP
 AE9489  MODELED GRAVITY -    980,532.1   (mgal)                       NAVD 88
 AE9489
 AE9489  VERT ORDER      -  SECOND    CLASS I
 AE9489
 AE9489  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9489  Type                                         Horiz  Ellip  Dist(km)
 AE9489  -------------------------------------------------------------------
 AE9489  NETWORK                                       0.65   0.78
 AE9489  -------------------------------------------------------------------
 AE9489  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.59   0.64      2.41
 AE9489  -------------------------------------------------------------------
 AE9489  NOTE: Click here for information on individual local accuracy
 AE9489  values and other accuracy information.
 AE9489
 AE9489
 AE9489.The horizontal coordinates were established by GPS observations
 AE9489.and adjusted by the National Geodetic Survey in February 2007.
 AE9489
 AE9489.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9489.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9489
 AE9489.The horizontal coordinates are valid at the epoch date displayed above
 AE9489.which is a decimal equivalence of Year/Month/Day.
 AE9489
 AE9489.The orthometric height was determined by differential leveling and
 AE9489.adjusted in September 1998.
 AE9489
 AE9489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9489
 AE9489.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9489
 AE9489.The ellipsoidal height was determined by GPS observations
 AE9489.and is referenced to NAD 83.
 AE9489
 AE9489.The dynamic height is computed by dividing the NAVD 88
 AE9489.geopotential number by the normal gravity value computed on the
 AE9489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9489.degrees latitude (g = 980.6199 gals.).
 AE9489
 AE9489.The modeled gravity was interpolated from observed gravity values.
 AE9489
 AE9489. The following values were computed from the NAD 83(2007) position.
 AE9489
 AE9489;                    North         East     Units Scale Factor Converg.
 AE9489;SPC MN S     -   352,701.267   703,071.569   MT  1.00001153   -0 51 56.6
 AE9489;SPC MN S     - 1,157,154.07  2,306,660.64   sFT  1.00001153   -0 51 56.6
 AE9489;UTM  15      - 5,015,111.376   324,660.601   MT  0.99997802   -1 35 17.7
 AE9489
 AE9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9489!SPC MN S     -   0.99994470  x   1.00001153  =   0.99995623
 AE9489!UTM  15      -   0.99994470  x   0.99997802  =   0.99992272
 AE9489
 AE9489:                Primary Azimuth Mark                     Grid Az
 AE9489:SPC MN S     -  3415 G                                   179 46 51.9
 AE9489:UTM  15      -  3415 G                                   180 30 13.0
 AE9489
 AE9489|---------------------------------------------------------------------|
 AE9489| PID    Reference Object                     Distance      Geod. Az  |
 AE9489|                                                           dddmmss.s |
 AE9489| AE9488 3415 G                              APPROX. 1.6 KM 1785455.3 |
 AE9489|---------------------------------------------------------------------|
 AE9489
 AE9489                          SUPERSEDED SURVEY CONTROL
 AE9489
 AE9489  NAD 83(1996)-  45 16 03.46030(N)    095 14 06.43721(W) AD(       ) 1
 AE9489  ELLIP H (05/11/98)  352.751  (m)                       GP(       ) 4 1
 AE9489  NAVD 88 (05/11/98)  379.30   (m)         1244.4    (f) LEVELING    3  
 AE9489
 AE9489.Superseded values are not recommended for survey control.
 AE9489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9489.See file dsdata.txt to determine how the superseded data were derived.
 AE9489
 AE9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2466015111(NAD 83)
 AE9489
 AE9489_MARKER: DD = SURVEY DISK
 AE9489_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9489_STAMPING: 3415 H 1997
 AE9489_MARK LOGO: MNDT  
 AE9489_PROJECTION: FLUSH
 AE9489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9489+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9489_ROD/PIPE-DEPTH:  6.1 meters
 AE9489
 AE9489  HISTORY     - Date     Condition        Report By
 AE9489  HISTORY     - 1997     MONUMENTED       MNDT
 AE9489
 AE9489                          STATION DESCRIPTION
 AE9489
 AE9489'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9489'THE MARK IS LOCATED 5.4 MI (8.7 KM) SOUTH OF SUNBURG, 5.85 MI (9.41
 AE9489'KM) SOUTH ALONG TH 104 FROM JCT TH 9 AND TH 104 TO TH 104 MP 7.7, THEN
 AE9489'0.05 MI (0.08 KM) WEST ON 150TH AVE, 29 FT (8.8 M) NORTH OF 150TH AVE,
 AE9489'9 FT (2.7 M) ESE OF P-POLE, 2.3 FT (0.7 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9490 ***********************************************************************
 AE9490  DESIGNATION -  3415 J
 AE9490  PID         -  AE9490
 AE9490  STATE/COUNTY-  MN/KANDIYOHI
 AE9490  COUNTRY     -  US
 AE9490  USGS QUAD   -  SUNBURG (1967)
 AE9490
 AE9490                         *CURRENT SURVEY CONTROL
 AE9490  ______________________________________________________________________
 AE9490* NAD 83(2007) POSITION- 45 17 13.68709(N) 095 14 04.42430(W)   ADJUSTED  
 AE9490* NAD 83(2007) ELLIP HT-   360.414 (meters)        (02/10/07)   ADJUSTED
 AE9490* NAD 83(2007) EPOCH   -  2002.00
 AE9490* NAVD 88 ORTHO HEIGHT -   386.985  (meters)    1269.63  (feet) ADJUSTED  
 AE9490  ______________________________________________________________________
 AE9490  NAD 83(2007) X  -   -410,114.129 (meters)                     COMP
 AE9490  NAD 83(2007) Y  - -4,476,476.632 (meters)                     COMP
 AE9490  NAD 83(2007) Z  -  4,510,112.145 (meters)                     COMP
 AE9490  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC09
 AE9490  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 AE9490  DYNAMIC HEIGHT  -        386.958 (meters)     1269.54  (feet) COMP
 AE9490  MODELED GRAVITY -    980,533.8   (mgal)                       NAVD 88
 AE9490
 AE9490  VERT ORDER      -  SECOND    CLASS I
 AE9490
 AE9490  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9490  Type                                         Horiz  Ellip  Dist(km)
 AE9490  -------------------------------------------------------------------
 AE9490  NETWORK                                       0.64   0.78
 AE9490  -------------------------------------------------------------------
 AE9490  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.58   0.69      1.47
 AE9490  -------------------------------------------------------------------
 AE9490  NOTE: Click here for information on individual local accuracy
 AE9490  values and other accuracy information.
 AE9490
 AE9490
 AE9490.The horizontal coordinates were established by GPS observations
 AE9490.and adjusted by the National Geodetic Survey in February 2007.
 AE9490
 AE9490.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9490.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9490
 AE9490.The horizontal coordinates are valid at the epoch date displayed above
 AE9490.which is a decimal equivalence of Year/Month/Day.
 AE9490
 AE9490.The orthometric height was determined by differential leveling and
 AE9490.adjusted in September 1998.
 AE9490
 AE9490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9490
 AE9490.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9490
 AE9490.The ellipsoidal height was determined by GPS observations
 AE9490.and is referenced to NAD 83.
 AE9490
 AE9490.The dynamic height is computed by dividing the NAVD 88
 AE9490.geopotential number by the normal gravity value computed on the
 AE9490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9490.degrees latitude (g = 980.6199 gals.).
 AE9490
 AE9490.The modeled gravity was interpolated from observed gravity values.
 AE9490
 AE9490. The following values were computed from the NAD 83(2007) position.
 AE9490
 AE9490;                    North         East     Units Scale Factor Converg.
 AE9490;SPC MN S     -   354,868.378   703,148.198   MT  1.00001616   -0 51 55.2
 AE9490;SPC MN S     - 1,164,264.00  2,306,912.05   sFT  1.00001616   -0 51 55.2
 AE9490;UTM  15      - 5,017,277.270   324,764.557   MT  0.99997757   -1 35 18.2
 AE9490
 AE9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9490!SPC MN S     -   0.99994350  x   1.00001616  =   0.99995966
 AE9490!UTM  15      -   0.99994350  x   0.99997757  =   0.99992107
 AE9490
 AE9490:                Primary Azimuth Mark                     Grid Az
 AE9490:SPC MN S     -  3415 K                                   000 08 29.4
 AE9490:UTM  15      -  3415 K                                   000 51 52.4
 AE9490
 AE9490|---------------------------------------------------------------------|
 AE9490| PID    Reference Object                     Distance      Geod. Az  |
 AE9490|                                                           dddmmss.s |
 AE9490| AE9491 3415 K                              APPROX. 1.5 KM 3591634.2 |
 AE9490|---------------------------------------------------------------------|
 AE9490
 AE9490                          SUPERSEDED SURVEY CONTROL
 AE9490
 AE9490  NAD 83(1996)-  45 17 13.68674(N)    095 14 04.42385(W) AD(       ) 1
 AE9490  ELLIP H (05/11/98)  360.450  (m)                       GP(       ) 4 1
 AE9490  NAVD 88 (05/11/98)  386.99   (m)         1269.6    (f) LEVELING    3  
 AE9490
 AE9490.Superseded values are not recommended for survey control.
 AE9490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9490.See file dsdata.txt to determine how the superseded data were derived.
 AE9490
 AE9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2476417277(NAD 83)
 AE9490
 AE9490_MARKER: DD = SURVEY DISK
 AE9490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9490_STAMPING: 3415 J 1997
 AE9490_MARK LOGO: MNDT  
 AE9490_PROJECTION: FLUSH
 AE9490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9490+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9490_ROD/PIPE-DEPTH:  9.1 meters
 AE9490
 AE9490  HISTORY     - Date     Condition        Report By
 AE9490  HISTORY     - 1997     MONUMENTED       MNDT
 AE9490
 AE9490                          STATION DESCRIPTION
 AE9490
 AE9490'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9490'THE MARK IS LOCATED 4 MI (6.4 KM) SOUTH OF SUNBURG, 4.45 MI (7.16 KM)
 AE9490'SOUTH ALONG TH 104 FROM JCT TH 9 AND TH 104, AT TH 104 MP 9.1, 48 FT
 AE9490'(14.6 M) WEST OF TH 104, 23 FT (7.0 M) NORTH OF DRIVEWAY, 11.5 FT (3.5
 AE9490'M) NORTH OF P-POLE, 8.8 FT (2.7 M) NORTH OF R/W POST, 3.2 FT (1.0 M)
 AE9490'SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9493 ***********************************************************************
 AE9493  DESIGNATION -  3415 M
 AE9493  PID         -  AE9493
 AE9493  STATE/COUNTY-  MN/KANDIYOHI
 AE9493  COUNTRY     -  US
 AE9493  USGS QUAD   -  SUNBURG (1967)
 AE9493
 AE9493                         *CURRENT SURVEY CONTROL
 AE9493  ______________________________________________________________________
 AE9493* NAD 83(2007) POSITION- 45 20 25.17075(N) 095 14 06.72969(W)   ADJUSTED  
 AE9493* NAD 83(2007) ELLIP HT-   361.891 (meters)        (02/10/07)   ADJUSTED
 AE9493* NAD 83(2007) EPOCH   -  2002.00
 AE9493* NAVD 88 ORTHO HEIGHT -   388.426  (meters)    1274.36  (feet) ADJUSTED  
 AE9493  ______________________________________________________________________
 AE9493  NAD 83(2007) X  -   -409,780.751 (meters)                     COMP
 AE9493  NAD 83(2007) Y  - -4,472,287.550 (meters)                     COMP
 AE9493  NAD 83(2007) Z  -  4,514,270.481 (meters)                     COMP
 AE9493  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC09
 AE9493  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 AE9493  DYNAMIC HEIGHT  -        388.401 (meters)     1274.28  (feet) COMP
 AE9493  MODELED GRAVITY -    980,540.8   (mgal)                       NAVD 88
 AE9493
 AE9493  VERT ORDER      -  SECOND    CLASS I
 AE9493
 AE9493  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE9493  Type                                         Horiz  Ellip  Dist(km)
 AE9493  -------------------------------------------------------------------
 AE9493  NETWORK                                       0.82   1.02
 AE9493  -------------------------------------------------------------------
 AE9493  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.75   0.94      1.64
 AE9493  -------------------------------------------------------------------
 AE9493  NOTE: Click here for information on individual local accuracy
 AE9493  values and other accuracy information.
 AE9493
 AE9493
 AE9493.The horizontal coordinates were established by GPS observations
 AE9493.and adjusted by the National Geodetic Survey in February 2007.
 AE9493
 AE9493.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE9493.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE9493
 AE9493.The horizontal coordinates are valid at the epoch date displayed above
 AE9493.which is a decimal equivalence of Year/Month/Day.
 AE9493
 AE9493.The orthometric height was determined by differential leveling and
 AE9493.adjusted in September 1998.
 AE9493
 AE9493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE9493
 AE9493.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE9493
 AE9493.The ellipsoidal height was determined by GPS observations
 AE9493.and is referenced to NAD 83.
 AE9493
 AE9493.The dynamic height is computed by dividing the NAVD 88
 AE9493.geopotential number by the normal gravity value computed on the
 AE9493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9493.degrees latitude (g = 980.6199 gals.).
 AE9493
 AE9493.The modeled gravity was interpolated from observed gravity values.
 AE9493
 AE9493. The following values were computed from the NAD 83(2007) position.
 AE9493
 AE9493;                    North         East     Units Scale Factor Converg.
 AE9493;SPC MN S     -   360,780.011   703,187.289   MT  1.00002937   -0 51 56.8
 AE9493;SPC MN S     - 1,183,659.09  2,307,040.30   sFT  1.00002937   -0 51 56.8
 AE9493;UTM  15      - 5,023,187.670   324,878.313   MT  0.99997708   -1 35 25.0
 AE9493
 AE9493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE9493!SPC MN S     -   0.99994327  x   1.00002937  =   0.99997263
 AE9493!UTM  15      -   0.99994327  x   0.99997708  =   0.99992035
 AE9493
 AE9493:                Primary Azimuth Mark                     Grid Az
 AE9493:SPC MN S     -  3415 L                                   180 03 14.0
 AE9493:UTM  15      -  3415 L                                   180 46 42.2
 AE9493
 AE9493|---------------------------------------------------------------------|
 AE9493| PID    Reference Object                     Distance      Geod. Az  |
 AE9493|                                                           dddmmss.s |
 AE9493| AE9492 3415 L                              APPROX. 1.6 KM 1791117.2 |
 AE9493|---------------------------------------------------------------------|
 AE9493
 AE9493                          SUPERSEDED SURVEY CONTROL
 AE9493
 AE9493  NAD 83(1996)-  45 20 25.17039(N)    095 14 06.72924(W) AD(       ) 1
 AE9493  ELLIP H (05/11/98)  361.926  (m)                       GP(       ) 4 1
 AE9493  NAVD 88 (05/11/98)  388.43   (m)         1274.4    (f) LEVELING    3  
 AE9493
 AE9493.Superseded values are not recommended for survey control.
 AE9493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE9493.See file dsdata.txt to determine how the superseded data were derived.
 AE9493
 AE9493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2487823187(NAD 83)
 AE9493
 AE9493_MARKER: DD = SURVEY DISK
 AE9493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9493_STAMPING: 3415 M 1997
 AE9493_MARK LOGO: MNDT  
 AE9493_PROJECTION: FLUSH
 AE9493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9493+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE9493_ROD/PIPE-DEPTH:  6.1 meters
 AE9493
 AE9493  HISTORY     - Date     Condition        Report By
 AE9493  HISTORY     - 1997     MONUMENTED       MNDT
 AE9493
 AE9493                          STATION DESCRIPTION
 AE9493
 AE9493'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 AE9493'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF SUNBURG, 0.8 MI (1.3 KM)
 AE9493'SOUTH ALONG TH 104 FROM JCT TH 9 AND TH 104, AT TH 104 MP 12.75, 163
 AE9493'FT (49.7 M) ENE OF TH 104, 32.5 FT (9.9 M) NORTH OF CO RD 112, 29 FT
 AE9493'(8.8 M) SOUTH OF P-POLE, 66.3 FT (20.2 M) SSE OF FENCE COR, 5.4 FT
 AE9493'(1.6 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2761 ***********************************************************************
 DK2761  DESIGNATION -  3415 N
 DK2761  PID         -  DK2761
 DK2761  STATE/COUNTY-  MN/KANDIYOHI
 DK2761  COUNTRY     -  US
 DK2761  USGS QUAD   -  PENNOCK (1958)
 DK2761
 DK2761                         *CURRENT SURVEY CONTROL
 DK2761  ______________________________________________________________________
 DK2761* NAD 83(2007) POSITION- 45 10 27.44463(N) 095 13 38.91164(W)   ADJUSTED  
 DK2761* NAD 83(2007) ELLIP HT-   314.671 (meters)        (07/17/09)   ADJUSTED
 DK2761* NAD 83(2007) EPOCH   -  2002.00
 DK2761* NAVD 88 ORTHO HEIGHT -   341.302  (meters)    1119.76  (feet) ADJUSTED  
 DK2761  ______________________________________________________________________
 DK2761  NAD 83(2007) X  -   -410,368.752 (meters)                     COMP
 DK2761  NAD 83(2007) Y  - -4,485,362.277 (meters)                     COMP
 DK2761  NAD 83(2007) Z  -  4,501,247.024 (meters)                     COMP
 DK2761  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC09
 DK2761  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DK2761  DYNAMIC HEIGHT  -        341.276 (meters)     1119.67  (feet) COMP
 DK2761  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 DK2761
 DK2761  HORZ ORDER      -  FIRST
 DK2761  VERT ORDER      -  SECOND    CLASS I
 DK2761  ELLP ORDER      -  FOURTH    CLASS I
 DK2761
 DK2761.The horizontal coordinates were established by GPS observations
 DK2761.and adjusted by the National Geodetic Survey in July 2009.
 DK2761
 DK2761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2761.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2761
 DK2761.The horizontal coordinates are valid at the epoch date displayed above
 DK2761.which is a decimal equivalence of Year/Month/Day.
 DK2761
 DK2761.The orthometric height was determined by differential leveling and
 DK2761.adjusted in September 2010.
 DK2761
 DK2761.Photographs are available for this station.
 DK2761
 DK2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2761
 DK2761.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2761
 DK2761.The ellipsoidal height was determined by GPS observations
 DK2761.and is referenced to NAD 83.
 DK2761
 DK2761.The dynamic height is computed by dividing the NAVD 88
 DK2761.geopotential number by the normal gravity value computed on the
 DK2761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2761.degrees latitude (g = 980.6199 gals.).
 DK2761
 DK2761.The modeled gravity was interpolated from observed gravity values.
 DK2761
 DK2761. The following values were computed from the NAD 83(2007) position.
 DK2761
 DK2761;                    North         East     Units Scale Factor Converg.
 DK2761;SPC MN S     -   342,320.190   703,515.806   MT  0.99999102   -0 51 37.3
 DK2761;SPC MN S     - 1,123,095.49  2,308,118.11   sFT  0.99999102   -0 51 37.3
 DK2761;UTM  15      - 5,004,725.776   324,974.130   MT  0.99997668   -1 34 48.9
 DK2761
 DK2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2761!SPC MN S     -   0.99995067  x   0.99999102  =   0.99994169
 DK2761!UTM  15      -   0.99995067  x   0.99997668  =   0.99992735
 DK2761
 DK2761:                Primary Azimuth Mark                     Grid Az
 DK2761:SPC MN S     -  3415 P                                   003 39 38.7
 DK2761:UTM  15      -  3415 P                                   004 22 50.3
 DK2761
 DK2761|---------------------------------------------------------------------|
 DK2761| PID    Reference Object                     Distance      Geod. Az  |
 DK2761|                                                           dddmmss.s |
 DK2761| DK2762 3415 P                              APPROX. 1.2 KM 0024801.4 |
 DK2761|---------------------------------------------------------------------|
 DK2761
 DK2761                          SUPERSEDED SURVEY CONTROL
 DK2761
 DK2761  NAD 83(1996)-  45 10 27.44430(N)    095 13 38.91131(W) AD(       ) 1
 DK2761  ELLIP H (11/26/07)  314.698  (m)                       GP(       ) 4 1
 DK2761  NAVD 88 (11/26/07)  341.30   (m)         1119.7    (f) LEVELING    3  
 DK2761
 DK2761.Superseded values are not recommended for survey control.
 DK2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2761.See file dsdata.txt to determine how the superseded data were derived.
 DK2761
 DK2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2497404725(NAD 83)
 DK2761
 DK2761_MARKER: DD = SURVEY DISK
 DK2761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK2761+WITH SETTING: INFORMATION.
 DK2761_STAMPING: 3415 N 2006
 DK2761_MARK LOGO: MNDT  
 DK2761_PROJECTION: RECESSED 5 CENTIMETERS
 DK2761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2761_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2761+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 DK2761_ROD/PIPE-DEPTH:  2.7 meters
 DK2761
 DK2761  HISTORY     - Date     Condition        Report By
 DK2761  HISTORY     - 2006     MONUMENTED       MNDT
 DK2761  HISTORY     - 20060918 GOOD             MNDT
 DK2761
 DK2761                          STATION DESCRIPTION
 DK2761
 DK2761'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK2761'3 MILES WEST NORTHWEST OF PENNOCK, 0.95 MILE NORTH ALONG COUNTY ROAD 7
 DK2761'FROM JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 12, 155 FEET WEST OF
 DK2761'COUNTY ROAD 7, 26 FEET SOUTH OF 52 ND AVENUE, 1.8 FEET EAST OF WITNESS
 DK2761'POST.
 DK2761
 DK2761                          STATION RECOVERY (2006)
 DK2761
 DK2761'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2761'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2762 ***********************************************************************
 DK2762  DESIGNATION -  3415 P
 DK2762  PID         -  DK2762
 DK2762  STATE/COUNTY-  MN/KANDIYOHI
 DK2762  COUNTRY     -  US
 DK2762  USGS QUAD   -  PENNOCK (1958)
 DK2762
 DK2762                         *CURRENT SURVEY CONTROL
 DK2762  ______________________________________________________________________
 DK2762* NAD 83(2007) POSITION- 45 11 06.28945(N) 095 13 36.22479(W)   ADJUSTED  
 DK2762* NAD 83(2007) ELLIP HT-   311.892 (meters)        (07/17/09)   ADJUSTED
 DK2762* NAD 83(2007) EPOCH   -  2002.00
 DK2762* NAVD 88 ORTHO HEIGHT -   338.533  (meters)    1110.67  (feet) ADJUSTED  
 DK2762  ______________________________________________________________________
 DK2762  NAD 83(2007) X  -   -410,232.655 (meters)                     COMP
 DK2762  NAD 83(2007) Y  - -4,484,518.566 (meters)                     COMP
 DK2762  NAD 83(2007) Z  -  4,502,090.376 (meters)                     COMP
 DK2762  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC09
 DK2762  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DK2762  DYNAMIC HEIGHT  -        338.507 (meters)     1110.59  (feet) COMP
 DK2762  MODELED GRAVITY -    980,529.7   (mgal)                       NAVD 88
 DK2762
 DK2762  HORZ ORDER      -  FIRST
 DK2762  VERT ORDER      -  SECOND    CLASS I
 DK2762  ELLP ORDER      -  FOURTH    CLASS I
 DK2762
 DK2762.The horizontal coordinates were established by GPS observations
 DK2762.and adjusted by the National Geodetic Survey in July 2009.
 DK2762
 DK2762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2762.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2762
 DK2762.The horizontal coordinates are valid at the epoch date displayed above
 DK2762.which is a decimal equivalence of Year/Month/Day.
 DK2762
 DK2762.The orthometric height was determined by differential leveling and
 DK2762.adjusted in September 2010.
 DK2762
 DK2762.Photographs are available for this station.
 DK2762
 DK2762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2762
 DK2762.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2762
 DK2762.The ellipsoidal height was determined by GPS observations
 DK2762.and is referenced to NAD 83.
 DK2762
 DK2762.The dynamic height is computed by dividing the NAVD 88
 DK2762.geopotential number by the normal gravity value computed on the
 DK2762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2762.degrees latitude (g = 980.6199 gals.).
 DK2762
 DK2762.The modeled gravity was interpolated from observed gravity values.
 DK2762
 DK2762. The following values were computed from the NAD 83(2007) position.
 DK2762
 DK2762;                    North         East     Units Scale Factor Converg.
 DK2762;SPC MN S     -   343,518.340   703,592.463   MT  0.99999325   -0 51 35.5
 DK2762;SPC MN S     - 1,127,026.42  2,308,369.61   sFT  0.99999325   -0 51 35.5
 DK2762;UTM  15      - 5,005,922.850   325,065.836   MT  0.99997628   -1 34 48.0
 DK2762
 DK2762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2762!SPC MN S     -   0.99995110  x   0.99999325  =   0.99994435
 DK2762!UTM  15      -   0.99995110  x   0.99997628  =   0.99992738
 DK2762
 DK2762:                Primary Azimuth Mark                     Grid Az
 DK2762:SPC MN S     -  3415 N                                   183 39 38.8
 DK2762:UTM  15      -  3415 N                                   184 22 51.3
 DK2762
 DK2762|---------------------------------------------------------------------|
 DK2762| PID    Reference Object                     Distance      Geod. Az  |
 DK2762|                                                           dddmmss.s |
 DK2762| DK2761 3415 N                              APPROX. 1.2 KM 1824803.3 |
 DK2762|---------------------------------------------------------------------|
 DK2762
 DK2762                          SUPERSEDED SURVEY CONTROL
 DK2762
 DK2762  NAD 83(1996)-  45 11 06.28907(N)    095 13 36.22433(W) AD(       ) 1
 DK2762  ELLIP H (11/26/07)  311.919  (m)                       GP(       ) 4 1
 DK2762  NAVD 88 (11/26/07)  338.53   (m)         1110.7    (f) LEVELING    3  
 DK2762
 DK2762.Superseded values are not recommended for survey control.
 DK2762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2762.See file dsdata.txt to determine how the superseded data were derived.
 DK2762
 DK2762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2506505922(NAD 83)
 DK2762
 DK2762_MARKER: DD = SURVEY DISK
 DK2762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2762_STAMPING: 3415 P 2006
 DK2762_MARK LOGO: MNDT  
 DK2762_PROJECTION: RECESSED 8 CENTIMETERS
 DK2762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2762+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2006
 DK2762_ROD/PIPE-DEPTH: 13.7 meters
 DK2762
 DK2762  HISTORY     - Date     Condition        Report By
 DK2762  HISTORY     - 2006     MONUMENTED       MNDT
 DK2762  HISTORY     - 20061005 GOOD             MNDT
 DK2762
 DK2762                          STATION DESCRIPTION
 DK2762
 DK2762'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK2762'3.50 MILES NORTHWEST OF PENNOCK, 1.70 MILES NORTH ALONG COUNTY ROAD 7
 DK2762'FROM JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 12 (2.5 MILES WEST OF
 DK2762'PENNOCK), 56.6 FEET EAST OF COUNTY ROAD 7, 58.0 FEET SOUTH OF FIELD
 DK2762'ENTRANCE, 1.0 FEET WEST OF WITNESS POST.
 DK2762
 DK2762                          STATION RECOVERY (2006)
 DK2762
 DK2762'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7617 ***********************************************************************
 DK7617  DESIGNATION -  3416 B
 DK7617  PID         -  DK7617
 DK7617  STATE/COUNTY-  MN/SWIFT
 DK7617  COUNTRY     -  US
 DK7617  USGS QUAD   -  DE GRAFF SE (1968)
 DK7617
 DK7617                         *CURRENT SURVEY CONTROL
 DK7617  ______________________________________________________________________
 DK7617* NAD 83(1986) POSITION- 45 21 46.25   (N) 095 15 20.19   (W)   HD_HELD1  
 DK7617* NAVD 88 ORTHO HEIGHT -   376.465  (meters)    1235.12  (feet) ADJUSTED  
 DK7617  ______________________________________________________________________
 DK7617  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DK7617  DYNAMIC HEIGHT  -        376.443 (meters)     1235.05  (feet) COMP
 DK7617  MODELED GRAVITY -    980,545.4   (mgal)                       NAVD 88
 DK7617
 DK7617  VERT ORDER      -  SECOND    CLASS I
 DK7617
 DK7617.The horizontal coordinates were established by differentially corrected
 DK7617.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DK7617.
 DK7617.The orthometric height was determined by differential leveling and
 DK7617.adjusted in April 2009.
 DK7617
 DK7617.No vertical observational check was made to the station.
 DK7617
 DK7617.The dynamic height is computed by dividing the NAVD 88
 DK7617.geopotential number by the normal gravity value computed on the
 DK7617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7617.degrees latitude (g = 980.6199 gals.).
 DK7617
 DK7617.The modeled gravity was interpolated from observed gravity values.
 DK7617
 DK7617;                    North         East    Units  Estimated Accuracy
 DK7617;SPC MN S     -   363,307.2     701,626.5     MT  (+/- 3 meters HH1 GPS) 
 DK7617
 DK7617                          SUPERSEDED SURVEY CONTROL
 DK7617
 DK7617.No superseded survey control is available for this station.
 DK7617
 DK7617_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2334925734(NAD 83)
 DK7617
 DK7617_MARKER: DD = SURVEY DISK
 DK7617_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7617_STAMPING: 3416 B 2006
 DK7617_MARK LOGO: MNDT  
 DK7617_PROJECTION: FLUSH
 DK7617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7617+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7617_ROD/PIPE-DEPTH: 13.7 meters
 DK7617
 DK7617  HISTORY     - Date     Condition        Report By
 DK7617  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7617
 DK7617                          STATION DESCRIPTION
 DK7617
 DK7617'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7617'THE MARK IS 1.3 MI (2.1 KM) NORTHWEST OF SUNBURG, 0.9 MI (1.4 KM)
 DK7617'WEST-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7617'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG TO TRUNK HIGHWAY 9 MILE POINT
 DK7617'17.65, THENCE 0.57 MI (0.9 KM) NORTH ON TRUNK HIGHWAY 104, AT TRUNK
 DK7617'HIGHWAY 104 MILE POINT 15.0, 73.5 FT (22.4 M) WEST OF TRUNK HIGHWAY 9,
 DK7617'21.0 FT (6.4 M) SOUTH OF A FIELD ENTRANCE, 5.1 FT (1.6 M) EAST OF
 DK7617'TELEPHONE PEDESTAL, 3.6 FT (1.1 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7618 ***********************************************************************
 DK7618  DESIGNATION -  3416 C
 DK7618  PID         -  DK7618
 DK7618  STATE/COUNTY-  MN/KANDIYOHI
 DK7618  COUNTRY     -  US
 DK7618  USGS QUAD   -  DE GRAFF SE (1968)
 DK7618
 DK7618                         *CURRENT SURVEY CONTROL
 DK7618  ______________________________________________________________________
 DK7618* NAD 83(1986) POSITION- 45 22 15.5    (N) 095 15 18.2    (W)   HD_HELD2  
 DK7618* NAVD 88 ORTHO HEIGHT -   377.691  (meters)    1239.14  (feet) ADJUSTED  
 DK7618  ______________________________________________________________________
 DK7618  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 DK7618  DYNAMIC HEIGHT  -        377.669 (meters)     1239.07  (feet) COMP
 DK7618  MODELED GRAVITY -    980,546.6   (mgal)                       NAVD 88
 DK7618
 DK7618  VERT ORDER      -  SECOND    CLASS I
 DK7618
 DK7618.The horizontal coordinates were established by autonomous hand held GPS
 DK7618.observations and have an estimated accuracy of +/- 10 meters.
 DK7618.
 DK7618.The orthometric height was determined by differential leveling and
 DK7618.adjusted in April 2009.
 DK7618
 DK7618.No vertical observational check was made to the station.
 DK7618
 DK7618.The dynamic height is computed by dividing the NAVD 88
 DK7618.geopotential number by the normal gravity value computed on the
 DK7618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7618.degrees latitude (g = 980.6199 gals.).
 DK7618
 DK7618.The modeled gravity was interpolated from observed gravity values.
 DK7618
 DK7618;                    North         East    Units  Estimated Accuracy
 DK7618;SPC MN S     -   364,209.      701,684.      MT  (+/- 10 meters HH2 GPS)
 DK7618
 DK7618                          SUPERSEDED SURVEY CONTROL
 DK7618
 DK7618.No superseded survey control is available for this station.
 DK7618
 DK7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2341826635(NAD 83)
 DK7618
 DK7618_MARKER: DD = SURVEY DISK
 DK7618_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7618_STAMPING: 3416 C 2006
 DK7618_MARK LOGO: MNDT  
 DK7618_PROJECTION: FLUSH
 DK7618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7618+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2006
 DK7618_ROD/PIPE-DEPTH: 12.2 meters
 DK7618
 DK7618  HISTORY     - Date     Condition        Report By
 DK7618  HISTORY     - 20060201 MONUMENTED       MNDT
 DK7618
 DK7618                          STATION DESCRIPTION
 DK7618
 DK7618'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7618'THE MARK IS 1.8 MI (2.9 KM) NORTHWEST OF SUNBURG, 0.9 MI (1.4 KM)
 DK7618'WEST-NORTHWEST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 DK7618'HIGHWAY 9 AND COUNTY ROAD 36 IN SUNBURG TO TRUNK HIGHWAY 9 MILE POINT
 DK7618'17.65, THENCE 1.1 MI (1.8 KM) NORTH ON TRUNK HIGHWAY 104, AT TRUNK
 DK7618'HIGHWAY 104 MILE POINT 15.56, 0.1 MI (0.2 KM) FEET NORTH OF 255TH
 DK7618'AVENUE NORTHWEST, 77.50 FT (23.6 M) EAST OF TRUNK HIGHWAY 104, 38.4 FT
 DK7618'(11.7 M) NORTH OF POWER POLE, 1.7 FT (0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5980 ***********************************************************************
 AC5980  DESIGNATION -  3418 A
 AC5980  PID         -  AC5980
 AC5980  STATE/COUNTY-  MN/KANDIYOHI
 AC5980  COUNTRY     -  US
 AC5980  USGS QUAD   -  LAKE HENRY (1967)
 AC5980
 AC5980                         *CURRENT SURVEY CONTROL
 AC5980  ______________________________________________________________________
 AC5980* NAD 83(1986) POSITION- 45 23 40.4    (N) 094 46 59.9    (W)   HD_HELD2  
 AC5980* NAVD 88 ORTHO HEIGHT -   388.577  (meters)    1274.86  (feet) ADJUSTED  
 AC5980  ______________________________________________________________________
 AC5980  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 AC5980  DYNAMIC HEIGHT  -        388.553 (meters)     1274.78  (feet) COMP
 AC5980  MODELED GRAVITY -    980,543.6   (mgal)                       NAVD 88
 AC5980
 AC5980  VERT ORDER      -  SECOND    CLASS I
 AC5980
 AC5980.The horizontal coordinates were established by autonomous hand held GPS
 AC5980.observations and have an estimated accuracy of +/- 10 meters.
 AC5980.
 AC5980.The orthometric height was determined by differential leveling and
 AC5980.adjusted in March 1997.
 AC5980
 AC5980.Photographs are available for this station.
 AC5980
 AC5980.The dynamic height is computed by dividing the NAVD 88
 AC5980.geopotential number by the normal gravity value computed on the
 AC5980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5980.degrees latitude (g = 980.6199 gals.).
 AC5980
 AC5980.The modeled gravity was interpolated from observed gravity values.
 AC5980
 AC5980;                    North         East    Units  Estimated Accuracy
 AC5980;SPC MN S     -   366,370.      738,662.      MT  (+/- 10 meters HH2 GPS)
 AC5980
 AC5980                          SUPERSEDED SURVEY CONTROL
 AC5980
 AC5980.No superseded survey control is available for this station.
 AC5980
 AC5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6041628328(NAD 83)
 AC5980
 AC5980_MARKER: DD = SURVEY DISK
 AC5980_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC5980+WITH SETTING: PAVEMENT
 AC5980_SP_SET: POWERLINE TOWER BASE
 AC5980_STAMPING: 3418 A 1995
 AC5980_MARK LOGO: MNDT  
 AC5980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5980+STABILITY: SURFACE MOTION
 AC5980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5980+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2005
 AC5980
 AC5980  HISTORY     - Date     Condition        Report By
 AC5980  HISTORY     - 1995     MONUMENTED       MNDT
 AC5980  HISTORY     - 20050522 GOOD             MNDT
 AC5980
 AC5980                          STATION DESCRIPTION
 AC5980
 AC5980'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5980'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) WNW OF PAYNESVILLE, IN CONC
 AC5980'FOOTING OF SW LEG OF HIGH TENSION POWERLINE TOWER NO 1439, 0.5 MI (0.8
 AC5980'KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE,
 AC5980'AT TH 4 MP 143.75, 140 FT (42.7 M) EAST OF TH 4, 35.0 FT (10.7 M) EAST
 AC5980'OF P-POLE, 3.6 FT (1.1 M) WEST OF WIT POST.
 AC5980
 AC5980                          STATION RECOVERY (2005)
 AC5980
 AC5980'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (WAS)
 AC5980'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC5981 ***********************************************************************
 AC5981  DESIGNATION -  3418 B
 AC5981  PID         -  AC5981
 AC5981  STATE/COUNTY-  MN/KANDIYOHI
 AC5981  COUNTRY     -  US
 AC5981  USGS QUAD   -  LAKE HENRY (1967)
 AC5981
 AC5981                         *CURRENT SURVEY CONTROL
 AC5981  ______________________________________________________________________
 AC5981* NAD 83(1986) POSITION- 45 24 28.2    (N) 094 46 58.5    (W)   HD_HELD2  
 AC5981* NAVD 88 ORTHO HEIGHT -   389.996  (meters)    1279.51  (feet) ADJUSTED  
 AC5981  ______________________________________________________________________
 AC5981  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AC5981  DYNAMIC HEIGHT  -        389.972 (meters)     1279.43  (feet) COMP
 AC5981  MODELED GRAVITY -    980,545.5   (mgal)                       NAVD 88
 AC5981
 AC5981  VERT ORDER      -  SECOND    CLASS I
 AC5981
 AC5981.The horizontal coordinates were established by autonomous hand held GPS
 AC5981.observations and have an estimated accuracy of +/- 10 meters.
 AC5981.
 AC5981.The orthometric height was determined by differential leveling and
 AC5981.adjusted in March 1997.
 AC5981
 AC5981.Photographs are available for this station.
 AC5981
 AC5981.The dynamic height is computed by dividing the NAVD 88
 AC5981.geopotential number by the normal gravity value computed on the
 AC5981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5981.degrees latitude (g = 980.6199 gals.).
 AC5981
 AC5981.The modeled gravity was interpolated from observed gravity values.
 AC5981
 AC5981;                    North         East    Units  Estimated Accuracy
 AC5981;SPC MN S     -   367,845.      738,707.      MT  (+/- 10 meters HH2 GPS)
 AC5981
 AC5981                          SUPERSEDED SURVEY CONTROL
 AC5981
 AC5981.No superseded survey control is available for this station.
 AC5981
 AC5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6047929803(NAD 83)
 AC5981
 AC5981_MARKER: DD = SURVEY DISK
 AC5981_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC5981_SP_SET: CONCRETE FOOTING
 AC5981_STAMPING: 3418 B 1995
 AC5981_MARK LOGO: MNDT  
 AC5981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5981_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5981+STABILITY: POSITION/ELEVATION WELL
 AC5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5981+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5981
 AC5981  HISTORY     - Date     Condition        Report By
 AC5981  HISTORY     - 1995     MONUMENTED       MNDT
 AC5981
 AC5981                          STATION DESCRIPTION
 AC5981
 AC5981'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AC5981'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NW OF PAYNESVILLE, IN CONC
 AC5981'FOOTING OF SE LEG OF HIGH TENSION POWER TOWER NO 1436, 1.45 MI (2.33
 AC5981'KM) NORTH ALONG TH 4 FROM JCT OF TH 4 AND TH 55 WEST OF PAYNESVILLE,
 AC5981'AT TH 4 MP 144.70, 157 FT (47.9 M) EAST OF TH 4, 4.0 FT (1.2 M) EAST
 AC5981'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0247 ***********************************************************************
 SK0247  DESIGNATION -  347 BOLT
 SK0247  PID         -  SK0247
 SK0247  STATE/COUNTY-  MN/CASS
 SK0247  COUNTRY     -  US
 SK0247  USGS QUAD   -  PIKE BAY (1996)
 SK0247
 SK0247                         *CURRENT SURVEY CONTROL
 SK0247  ______________________________________________________________________
 SK0247* NAD 83(1986) POSITION- 47 22 19.     (N) 094 35 41.     (W)   SCALED    
 SK0247* NAVD 88 ORTHO HEIGHT -   404.979  (meters)    1328.67  (feet) ADJUSTED  
 SK0247  ______________________________________________________________________
 SK0247  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 SK0247  DYNAMIC HEIGHT  -        405.021 (meters)     1328.81  (feet) COMP
 SK0247  MODELED GRAVITY -    980,706.2   (mgal)                       NAVD 88
 SK0247
 SK0247  VERT ORDER      -  FIRST     CLASS II
 SK0247
 SK0247.The horizontal coordinates were scaled from a topographic map and have
 SK0247.an estimated accuracy of +/- 6 seconds.
 SK0247.
 SK0247.The orthometric height was determined by differential leveling and
 SK0247.adjusted in June 1991.
 SK0247
 SK0247.The dynamic height is computed by dividing the NAVD 88
 SK0247.geopotential number by the normal gravity value computed on the
 SK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0247.degrees latitude (g = 980.6199 gals.).
 SK0247
 SK0247.The modeled gravity was interpolated from observed gravity values.
 SK0247
 SK0247;                    North         East    Units  Estimated Accuracy
 SK0247;SPC MN C     -   363,710.      773,960.      MT  (+/- 180 meters Scaled)
 SK0247
 SK0247                          SUPERSEDED SURVEY CONTROL
 SK0247
 SK0247  NGVD 29 (??/??/92)  404.71   (m)         1327.8    (f) COMPUTED    1 2
 SK0247
 SK0247.Superseded values are not recommended for survey control.
 SK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0247.See file dsdata.txt to determine how the superseded data were derived.
 SK0247
 SK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN796477(NAD 83)
 SK0247
 SK0247_MARKER: B = BOLT
 SK0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SK0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0247
 SK0247  HISTORY     - Date     Condition        Report By
 SK0247  HISTORY     - UNK      MONUMENTED       MRC
 SK0247  HISTORY     - 1935     GOOD             CGS
 SK0247  HISTORY     - 1972     MARK NOT FOUND   USGS
 SK0247
 SK0247                          STATION DESCRIPTION
 SK0247
 SK0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 SK0247'IN CASS LAKE.
 SK0247'IN THE SOUTHEAST PART OF CASS LAKE, CASS COUNTY, ABOUT 1 MILE
 SK0247'SOUTHEAST OF THE GREAT NORTHERN RAILWAY STATION, AT THE NORTH SIDE OF
 SK0247'PIKE BAY, ON THE U. S. FOREST SERVICE PROPERTY, AT THE EAST END OF A
 SK0247'RIDGE, ON TOP OF A HIGH BANK, AND BELOW A ROUGH LOG TRIANGULATION
 SK0247'TOWER.  A BOLT, SET IN A STONE ABOUT 3 FEET UNDER GROUND, ACCESS TO
 SK0247'WHICH IS HAD THROUGH A 3-INCH IRON PIPE WHICH ORIGINALLY BORE A
 SK0247'MISSISSIPPI RIVER COMMISSION STANDARD CAP.  NOTE-- THE CIVIL ENGINEERS
 SK0247'SUMMER CAMP OF THE UNIVERSITY OF MINNESOTA USE THIS MARK AS ONE OF
 SK0247'THEIR TRIANGULATION STATIONS.
 SK0247
 SK0247                          STATION RECOVERY (1972)
 SK0247
 SK0247'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 SK0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0870 ***********************************************************************
 PP0870  DESIGNATION -  35 1
 PP0870  PID         -  PP0870
 PP0870  STATE/COUNTY-  MN/DAKOTA
 PP0870  COUNTRY     -  US
 PP0870  USGS QUAD   -  ORCHARD LAKE (1993)
 PP0870
 PP0870                         *CURRENT SURVEY CONTROL
 PP0870  ______________________________________________________________________
 PP0870* NAD 83(1986) POSITION- 44 43 10.     (N) 093 16 52.     (W)   SCALED    
 PP0870* NAVD 88 ORTHO HEIGHT -   308.028  (meters)    1010.59  (feet) ADJUSTED  
 PP0870  ______________________________________________________________________
 PP0870  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 PP0870  DYNAMIC HEIGHT  -        308.009 (meters)     1010.53  (feet) COMP
 PP0870  MODELED GRAVITY -    980,545.9   (mgal)                       NAVD 88
 PP0870
 PP0870  VERT ORDER      -  SECOND    CLASS 0
 PP0870
 PP0870.The horizontal coordinates were scaled from a topographic map and have
 PP0870.an estimated accuracy of +/- 6 seconds.
 PP0870.
 PP0870.The orthometric height was determined by differential leveling and
 PP0870.adjusted in June 1991.
 PP0870
 PP0870.The dynamic height is computed by dividing the NAVD 88
 PP0870.geopotential number by the normal gravity value computed on the
 PP0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0870.degrees latitude (g = 980.6199 gals.).
 PP0870
 PP0870.The modeled gravity was interpolated from observed gravity values.
 PP0870
 PP0870;                    North         East    Units  Estimated Accuracy
 PP0870;SPC MN S     -   291,300.      856,950.      MT  (+/- 180 meters Scaled)
 PP0870
 PP0870                          SUPERSEDED SURVEY CONTROL
 PP0870
 PP0870  NGVD 29 (??/??/92)  307.980  (m)         1010.43   (f) ADJ UNCH    2 0
 PP0870
 PP0870.Superseded values are not recommended for survey control.
 PP0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0870.See file dsdata.txt to determine how the superseded data were derived.
 PP0870
 PP0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK777518(NAD 83)
 PP0870
 PP0870_MARKER: Z = SEE DESCRIPTION
 PP0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0870_SP_SET: CONCRETE BASE
 PP0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0870
 PP0870  HISTORY     - Date     Condition        Report By
 PP0870  HISTORY     - UNK      MONUMENTED       MNDT
 PP0870  HISTORY     - 1971     GOOD             MNDT
 PP0870
 PP0870                          STATION DESCRIPTION
 PP0870
 PP0870'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0870'IN BURNSVILLE.
 PP0870'ELKO TO BLOOMINGTON, 0.8 MILES SOUTH ALONG FAI 35 FROM THE JUNCTION OF
 PP0870'FAI 35E AND FAI 35W IN BURNSVILLE, 120 FEET EAST OF, AND 5 FEET HIGHER
 PP0870'THAN THE FAI 35 NORTHBOUND CENTERLINE STATION 1655+50, 10 FEET WEST OF
 PP0870'THE EAST RIGHT OF WAY FENCE, 20 FEET SOUTH OF A TELEPHONE POLE, IN THE
 PP0870'SOUTHWEST CORNER OF THE CONCRETE BASE, OF A TELEPHONE JUNCTION BOX. SE
 PP0870'1/4, SEC 36, T 115N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8344 ***********************************************************************
 AJ8344  DESIGNATION -  35 DRL
 AJ8344  PID         -  AJ8344
 AJ8344  STATE/COUNTY-  MN/DOUGLAS
 AJ8344  COUNTRY     -  US
 AJ8344  USGS QUAD   -  OSAKIS (1977)
 AJ8344
 AJ8344                         *CURRENT SURVEY CONTROL
 AJ8344  ______________________________________________________________________
 AJ8344* NAD 83(1986) POSITION- 45 51 59.98   (N) 095 14 10.84   (W)   HD_HELD1  
 AJ8344* NAVD 88 ORTHO HEIGHT -   415.558  (meters)    1363.38  (feet) ADJUSTED  
 AJ8344  ______________________________________________________________________
 AJ8344  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 AJ8344  DYNAMIC HEIGHT  -        415.555 (meters)     1363.37  (feet) COMP
 AJ8344  MODELED GRAVITY -    980,593.7   (mgal)                       NAVD 88
 AJ8344
 AJ8344  VERT ORDER      -  SECOND    CLASS I
 AJ8344
 AJ8344.The horizontal coordinates were established by differentially corrected
 AJ8344.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ8344.
 AJ8344.The orthometric height was determined by differential leveling and
 AJ8344.adjusted in June 2004.
 AJ8344
 AJ8344.No vertical observational check was made to the station.
 AJ8344
 AJ8344.Photographs are available for this station.
 AJ8344
 AJ8344.The dynamic height is computed by dividing the NAVD 88
 AJ8344.geopotential number by the normal gravity value computed on the
 AJ8344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8344.degrees latitude (g = 980.6199 gals.).
 AJ8344
 AJ8344.The modeled gravity was interpolated from observed gravity values.
 AJ8344
 AJ8344;                    North         East    Units  Estimated Accuracy
 AJ8344;SPC MN C     -   196,803.0     723,416.6     MT  (+/- 3 meters HH1 GPS) 
 AJ8344
 AJ8344                          SUPERSEDED SURVEY CONTROL
 AJ8344
 AJ8344.No superseded survey control is available for this station.
 AJ8344
 AJ8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2642081664(NAD 83)
 AJ8344
 AJ8344_MARKER: DD = SURVEY DISK
 AJ8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8344_STAMPING: 35 DRL 1965
 AJ8344_MARK LOGO: USGS  
 AJ8344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8344+STABILITY: SURFACE MOTION
 AJ8344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ8344+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 AJ8344
 AJ8344  HISTORY     - Date     Condition        Report By
 AJ8344  HISTORY     - 1965     MONUMENTED       USGS
 AJ8344  HISTORY     - 19960415 GOOD             MNDT
 AJ8344
 AJ8344                          STATION DESCRIPTION
 AJ8344
 AJ8344'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 AJ8344'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.5 MI (2.4 KM)
 AJ8344'SOUTH AND 1.5 MI (2.4 KM) EAST OF NELSON, 0.35 MI (0.56 KM) SSW ON
 AJ8344'GRAVEL RD FROM TH 27 MP 87.6, 26 FT (7.9 M) NNE OF GRAVEL RD, 76 FT
 AJ8344'(23.2 M) EAST OF GRAVEL RD, 2.1 FT (0.6 M) SE OF P-POLE NO 12 A 17,
 AJ8344'1.3 FT (0.4 M) NW OF WIT POST, STA PROJECTS 0.2 FT (6.1 CM) ABOVE
 AJ8344'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9926 ***********************************************************************
 DM9926  HT_MOD      -  This is a Height Modernization Survey Station.
 DM9926  DESIGNATION -  35 DRL
 DM9926  PID         -  DM9926
 DM9926  STATE/COUNTY-  MN/BENTON
 DM9926  COUNTRY     -  US
 DM9926  USGS QUAD   -  RONNEBY (1968)
 DM9926
 DM9926                         *CURRENT SURVEY CONTROL
 DM9926  ______________________________________________________________________
 DM9926* NAD 83(2007) POSITION- 45 44 58.55365(N) 093 45 44.00175(W)   ADJUSTED  
 DM9926* NAD 83(2007) ELLIP HT-   316.546 (meters)        (07/18/11)   ADJUSTED
 DM9926* NAD 83(2007) EPOCH   -  2002.00
 DM9926* NAVD 88 ORTHO HEIGHT -   343.91   (meters)    1128.3   (feet) GPS OBS   
 DM9926  ______________________________________________________________________
 DM9926  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DM9926  NAD 83(2007) X  -   -292,550.188 (meters)                     COMP
 DM9926  NAD 83(2007) Y  - -4,448,910.915 (meters)                     COMP
 DM9926  NAD 83(2007) Z  -  4,546,096.951 (meters)                     COMP
 DM9926  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC09
 DM9926  HORZ ORDER      -  FIRST
 DM9926  ELLP ORDER      -  FOURTH    CLASS I
 DM9926
 DM9926.The horizontal coordinates were established by GPS observations
 DM9926.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9926
 DM9926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9926.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9926
 DM9926.The horizontal coordinates are valid at the epoch date displayed above
 DM9926.which is a decimal equivalence of Year/Month/Day.
 DM9926
 DM9926.The orthometric height was determined by GPS observations and a
 DM9926.high-resolution geoid model using precise GPS observation and
 DM9926.processing techniques.
 DM9926
 DM9926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9926
 DM9926.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9926
 DM9926.The ellipsoidal height was determined by GPS observations
 DM9926.and is referenced to NAD 83.
 DM9926
 DM9926. The following values were computed from the NAD 83(2007) position.
 DM9926
 DM9926;                    North         East     Units Scale Factor Converg.
 DM9926;SPC MN C     -   183,432.220   837,953.687   MT  0.99997385   +0 21 10.3
 DM9926;SPC MN C     -   601,810.54  2,749,186.39   sFT  0.99997385   +0 21 10.3
 DM9926;UTM  15      - 5,066,509.232   440,713.705   MT  0.99964321   -0 32 45.6
 DM9926
 DM9926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9926!SPC MN C     -   0.99995038  x   0.99997385  =   0.99992423
 DM9926!UTM  15      -   0.99995038  x   0.99964321  =   0.99959360
 DM9926
 DM9926                          SUPERSEDED SURVEY CONTROL
 DM9926
 DM9926.No superseded survey control is available for this station.
 DM9926
 DM9926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4071366509(NAD 83)
 DM9926
 DM9926_MARKER: DD = SURVEY DISK
 DM9926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM9926_STAMPING: 35 DRL 1966
 DM9926_MARK LOGO: USGS  
 DM9926_PROJECTION: PROJECTING 10 CENTIMETERS
 DM9926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM9926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM9926+STABILITY: SURFACE MOTION
 DM9926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9926+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 DM9926
 DM9926  HISTORY     - Date     Condition        Report By
 DM9926  HISTORY     - 19660401 MONUMENTED       USGS
 DM9926  HISTORY     - 20100429 GOOD             MNDT
 DM9926
 DM9926                          STATION DESCRIPTION
 DM9926
 DM9926'DESCRIBED BY MN DEPT OF TRANSP 2010 (MPP)
 DM9926'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM9926'THE MARK IS 4.5 MILES NORTHEAST OF OAK PARK, 2.7 MILES NORTH ALONG
 DM9926'COUNTY ROAD 7 FROM JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 23 IN
 DM9926'OAK PARK, THEN 3 MILES EAST ON COUNTY ROAD 5, THEN 1.0 MILE NORTH ON
 DM9926'COUNTY ROAD 68 (195TH AVENUE NORTHEAST), 40.9 FEET WEST OF 195TH
 DM9926'AVENUE NORTHEAST, 29.6 FEET SOUTH OF 125TH STREET NORTHEAST, 4.0 FEET
 DM9926'NORTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1971 ***********************************************************************
 QP1971  DESIGNATION -  35 KED
 QP1971  PID         -  QP1971
 QP1971  STATE/COUNTY-  MN/MEEKER
 QP1971  COUNTRY     -  US
 QP1971  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1971
 QP1971                         *CURRENT SURVEY CONTROL
 QP1971  ______________________________________________________________________
 QP1971* NAD 83(1986) POSITION- 45 09 08.5    (N) 094 36 59.3    (W)   HD_HELD2  
 QP1971* NAVD 88 ORTHO HEIGHT -   351.276  (meters)    1152.48  (feet) ADJUSTED  
 QP1971  ______________________________________________________________________
 QP1971  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP1971  DYNAMIC HEIGHT  -        351.251 (meters)     1152.40  (feet) COMP
 QP1971  MODELED GRAVITY -    980,534.9   (mgal)                       NAVD 88
 QP1971
 QP1971  VERT ORDER      -  SECOND    CLASS I
 QP1971
 QP1971.The horizontal coordinates were established by autonomous hand held GPS
 QP1971.observations and have an estimated accuracy of +/- 10 meters.
 QP1971.
 QP1971.The orthometric height was determined by differential leveling and
 QP1971.adjusted in June 2011.
 QP1971
 QP1971.Photographs are available for this station.
 QP1971
 QP1971.The dynamic height is computed by dividing the NAVD 88
 QP1971.geopotential number by the normal gravity value computed on the
 QP1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1971.degrees latitude (g = 980.6199 gals.).
 QP1971
 QP1971.The modeled gravity was interpolated from observed gravity values.
 QP1971
 QP1971;                    North         East    Units  Estimated Accuracy
 QP1971;SPC MN S     -   339,341.      751,523.      MT  (+/- 10 meters HH2 GPS)
 QP1971
 QP1971                          SUPERSEDED SURVEY CONTROL
 QP1971
 QP1971  NAVD 88 (06/15/95)  351.269  (m)         1152.46   (f) SUPERSEDED  2 1
 QP1971
 QP1971.Superseded values are not recommended for survey control.
 QP1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1971.See file dsdata.txt to determine how the superseded data were derived.
 QP1971
 QP1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7293501146(NAD 83)
 QP1971
 QP1971_MARKER: DB = BENCH MARK DISK
 QP1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1971_SP_SET: CONCRETE POST
 QP1971_STAMPING: 35 KED 1965
 QP1971_MARK LOGO: USGS  
 QP1971_PROJECTION: FLUSH
 QP1971_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1971+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1971
 QP1971  HISTORY     - Date     Condition        Report By
 QP1971  HISTORY     - 1965     MONUMENTED       USGS
 QP1971  HISTORY     - 19780724 GOOD             MNDT
 QP1971  HISTORY     - 20021001 GOOD             MNDT
 QP1971  HISTORY     - 20050131 GOOD             MNDT
 QP1971
 QP1971                          STATION DESCRIPTION
 QP1971
 QP1971'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1971'THE MARK IS LOCATED 3.2 MILES (5.1 KM) EAST ALONG TRUNK HIGHWAY 12
 QP1971'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 EAST OF GROVE CITY AND IS NEAR
 QP1971'THE NORTH 1/4 CORNER OF SECTION 6, T119N, R31W, NEAR TRUNK HIGHWAY 12
 QP1971'MILEPOINT 95.15.  THE MARK IS 62.6 FEET (19.1 M) SOUTH OF AND ABOUT
 QP1971'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 12, 355 FEET (108.2 M)
 QP1971'WEST OF A T-ROAD TO THE NORTH, 40 FEET (12.2 M) EAST OF THE CENTER OF
 QP1971'A DRIVEWAY TO THE SOUTH, 21.3 FEET (6.5 M) SOUTHEAST OF THE EAST END
 QP1971'OF AN 18-INCH METAL CULVERT UNDER THE DRIVEWAY, 23.2 FEET (7.1 M)
 QP1971'WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 86 FEET (26.2 M)
 QP1971'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A YELLOW 2 STORY FRAME
 QP1971'HOUSE AND 8.8 FEET (2.7 M) EAST OF A 10-INCH BOXELDER TREE.  THE
 QP1971'MARK, A STANDARD USGS SURVEY DISK STAMPED---35 KED 1965---SET IN THE
 QP1971'TOP OF A MAGNETIC CONCRETE POST.
 QP1971
 QP1971                          STATION RECOVERY (2002)
 QP1971
 QP1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1971'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1971'NOT SUITABLE FOR GPS DUE TO TREES.
 QP1971
 QP1971                          STATION RECOVERY (2005)
 QP1971
 QP1971'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1971'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) EAST OF ATWATER, 4.7 MI
 QP1971'(7.6 KM) WEST-NORTHWEST OF LITCHFIELD AND 3.2 MI (5.1 KM) EAST OF
 QP1971'GROVE CITY MINNESOTA.
 QP1971' 
 QP1971'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 QP1971'HIGHWAY 4 IN GROVE CITY, GO 3.2 MI (5.1 KM) EAST ALONG TRUNK HIGHWAY
 QP1971'12 TO MILE POINT 95.15 AND MARK ON THE RIGHT.
 QP1971' 
 QP1971'THE MARK IS FOUND 62.6 FT (19.1 M) SOUTH OF TRUNK HIGHWAY 12, 355 FT
 QP1971'(108.2 M) WEST OF THE 575TH AVENUE TEE INTERSECTION, 86 FT (26.2 M)
 QP1971'(26.2 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF HOUSE, 62.6 FT
 QP1971'(19.1 M) (19.1 M) SOUTH OF TRUNK HIGHWAY 12, 40 FT (12.2 M) EAST OF
 QP1971'DRIVEWAY SOUTH, 21.3 FT (6.5 M) SOUTHEAST OF THE EAST END OF A METAL
 QP1971'CULVERT, 23.6 FT (7.2 M) WEST-NORTHWEST OF A POWER POLE WITH
 QP1971'TRANSFORMER AND 8.5 FT (2.6 M) EAST OF 10 INCH (25 CM) BOX ELDER TREE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3013 ***********************************************************************
 DM3013  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3013  DESIGNATION -  35 RB
 DM3013  PID         -  DM3013
 DM3013  STATE/COUNTY-  MN/STEVENS
 DM3013  COUNTRY     -  US
 DM3013  USGS QUAD   -  CHOKIO (1973)
 DM3013
 DM3013                         *CURRENT SURVEY CONTROL
 DM3013  ______________________________________________________________________
 DM3013* NAD 83(2007) POSITION- 45 31 51.36217(N) 096 14 27.49986(W)   ADJUSTED  
 DM3013* NAD 83(2007) ELLIP HT-   326.527 (meters)        (08/31/10)   ADJUSTED
 DM3013* NAD 83(2007) EPOCH   -  2002.00
 DM3013* NAVD 88 ORTHO HEIGHT -   352.71   (meters)    1157.2   (feet) GPS OBS   
 DM3013  ______________________________________________________________________
 DM3013  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3013  GEOID HEIGHT    -        -26.16  (meters)                     GEOID03
 DM3013  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 DM3013  NAD 83(2007) X  -   -486,576.520 (meters)                     COMP
 DM3013  NAD 83(2007) Y  - -4,449,376.549 (meters)                     COMP
 DM3013  NAD 83(2007) Z  -  4,529,111.327 (meters)                     COMP
 DM3013  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC09
 DM3013  HORZ ORDER      -  FIRST
 DM3013  ELLP ORDER      -  THIRD     CLASS I
 DM3013
 DM3013.The horizontal coordinates were established by GPS observations
 DM3013.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3013
 DM3013.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3013.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3013
 DM3013.The horizontal coordinates are valid at the epoch date displayed above
 DM3013.which is a decimal equivalence of Year/Month/Day.
 DM3013
 DM3013.The orthometric height was determined by GPS observations and a
 DM3013.high-resolution geoid model using precise GPS observation and
 DM3013.processing techniques.
 DM3013
 DM3013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3013
 DM3013.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3013
 DM3013.The ellipsoidal height was determined by GPS observations
 DM3013.and is referenced to NAD 83.
 DM3013
 DM3013. The following values were computed from the NAD 83(2007) position.
 DM3013
 DM3013;                    North         East     Units Scale Factor Converg.
 DM3013;SPC MN C     -   160,966.829   644,488.021   MT  1.00001968   -1 26 24.9
 DM3013;SPC MN C     -   528,105.34  2,114,457.78   sFT  1.00001968   -1 26 24.9
 DM3013;UTM  14      - 5,045,636.224   715,434.511   MT  1.00017066   +1 58 10.8
 DM3013
 DM3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3013!SPC MN C     -   0.99994881  x   1.00001968  =   0.99996849
 DM3013!UTM  14      -   0.99994881  x   1.00017066  =   1.00011946
 DM3013
 DM3013:                Primary Azimuth Mark                     Grid Az
 DM3013:SPC MN C     -  NICK                                     182 17 22.4
 DM3013:UTM  14      -  NICK                                     178 52 46.7
 DM3013
 DM3013|---------------------------------------------------------------------|
 DM3013| PID    Reference Object                     Distance      Geod. Az  |
 DM3013|                                                           dddmmss.s |
 DM3013| DM3056 NICK                                APPROX. 0.6 KM 1805057.5 |
 DM3013|---------------------------------------------------------------------|
 DM3013
 DM3013                          SUPERSEDED SURVEY CONTROL
 DM3013
 DM3013.No superseded survey control is available for this station.
 DM3013
 DM3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1543445636(NAD 83)
 DM3013
 DM3013_MARKER: DB = BENCH MARK DISK
 DM3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3013_STAMPING: 35 RB 1966
 DM3013_MARK LOGO: USGS  
 DM3013_PROJECTION: PROJECTING 8 CENTIMETERS
 DM3013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3013+STABILITY: SURFACE MOTION
 DM3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3013+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 DM3013
 DM3013  HISTORY     - Date     Condition        Report By
 DM3013  HISTORY     - 19660401 MONUMENTED       USGS
 DM3013  HISTORY     - 20090805 GOOD             MNDT
 DM3013
 DM3013                          STATION DESCRIPTION
 DM3013
 DM3013'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM3013'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3013'THE MARK IS 4.4 MILES SOUTHWEST OF CHOKIO, 3.3 MILES EAST ALONG TRUNK
 DM3013'HIGHWAY 28 FROM THE JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 13 IN
 DM3013'CHOKIO, THEN 1.4 MILES SOUTH ALONG COUNTY ROAD 79 (640TH AVENUE),
 DM3013'CONTINUING 1.3 MILES SOUTH ALONG 640TH AVENUE, 105 FEET SOUTH OF FIELD
 DM3013'ENTRANCE EAST, 54 FEET EAST OF 640TH AVENUE, 5.5 FEET NORTH OF POWER
 DM3013'POLE, 1.8 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0600 ***********************************************************************
 RN0600  DESIGNATION -  35 RC
 RN0600  PID         -  RN0600
 RN0600  STATE/COUNTY-  MN/PINE
 RN0600  COUNTRY     -  US
 RN0600  USGS QUAD   -  HINCKLEY (1991)
 RN0600
 RN0600                         *CURRENT SURVEY CONTROL
 RN0600  ______________________________________________________________________
 RN0600* NAD 83(1986) POSITION- 46 00 39.     (N) 092 54 05.     (W)   SCALED    
 RN0600* NAVD 88 ORTHO HEIGHT -   310.592  (meters)    1019.00  (feet) ADJUSTED  
 RN0600  ______________________________________________________________________
 RN0600  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 RN0600  DYNAMIC HEIGHT  -        310.598 (meters)     1019.02  (feet) COMP
 RN0600  MODELED GRAVITY -    980,626.9   (mgal)                       NAVD 88
 RN0600
 RN0600  VERT ORDER      -  SECOND    CLASS 0
 RN0600
 RN0600.The horizontal coordinates were scaled from a topographic map and have
 RN0600.an estimated accuracy of +/- 6 seconds.
 RN0600.
 RN0600.The orthometric height was determined by differential leveling and
 RN0600.adjusted in June 1991.
 RN0600
 RN0600.The dynamic height is computed by dividing the NAVD 88
 RN0600.geopotential number by the normal gravity value computed on the
 RN0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0600.degrees latitude (g = 980.6199 gals.).
 RN0600
 RN0600.The modeled gravity was interpolated from observed gravity values.
 RN0600
 RN0600;                    North         East    Units  Estimated Accuracy
 RN0600;SPC MN C     -   213,240.      904,440.      MT  (+/- 180 meters Scaled)
 RN0600
 RN0600                          SUPERSEDED SURVEY CONTROL
 RN0600
 RN0600  NGVD 29 (??/??/92)  310.512  (m)         1018.74   (f) ADJ UNCH    2 0
 RN0600
 RN0600.Superseded values are not recommended for survey control.
 RN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0600.See file dsdata.txt to determine how the superseded data were derived.
 RN0600
 RN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL076952(NAD 83)
 RN0600
 RN0600_MARKER: DD = SURVEY DISK
 RN0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0600_STAMPING: 35 RC 1954 1018
 RN0600_MARK LOGO: USGS  
 RN0600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RN0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0600+STABILITY: SURFACE MOTION
 RN0600
 RN0600  HISTORY     - Date     Condition        Report By
 RN0600  HISTORY     - 1954     MONUMENTED       USGS
 RN0600  HISTORY     - 1974     GOOD             MNDT
 RN0600  HISTORY     - 19970409 SEE DESCRIPTION  MNDT
 RN0600
 RN0600                          STATION DESCRIPTION
 RN0600
 RN0600'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0600'1.5 MI E FROM HINCKLEY.
 RN0600'THE MARK IS LOCATED 1.45 MILES EAST ALONG T.H. 48 FROM THE JUNCTION OF
 RN0600'T.H.S 48 AND 23 WITH FAI 35 AT HINCKLEY AND 690 FEET WEST OF COUNTY
 RN0600'ROAD 15.  IT IS 53 FEET SOUTH OF AND 1 FOOT HIGHER THAN THE CENTERLINE
 RN0600'OF T.H. 48 AT MILEPOINT 1.5, 3 FEET EAST OF A 6 INCH MAPLE TREE USED
 RN0600'AS A FENCE CORNER POST.  IT IS 1.0 FEET NORTH OF A STEEL WITNESS POST,
 RN0600'IN A PRECAST (MAGNETIC) CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 RN0600'GROUND.  NW 1/4, SEC 29, T 41, R 20.
 RN0600
 RN0600                          STATION RECOVERY (1997)
 RN0600
 RN0600'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 RN0600'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7458 ***********************************************************************
 DG7458  DESIGNATION -  35 SEM
 DG7458  PID         -  DG7458
 DG7458  STATE/COUNTY-  MN/ROCK
 DG7458  COUNTRY     -  US
 DG7458  USGS QUAD   -  JASPER (1967)
 DG7458
 DG7458                         *CURRENT SURVEY CONTROL
 DG7458  ______________________________________________________________________
 DG7458* NAD 83(1986) POSITION- 43 45 46.     (N) 096 24 13.     (W)   SCALED    
 DG7458* NAVD 88 ORTHO HEIGHT -   487.839  (meters)    1600.52  (feet) ADJUSTED  
 DG7458  ______________________________________________________________________
 DG7458  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 DG7458  DYNAMIC HEIGHT  -        487.720 (meters)     1600.13  (feet) COMP
 DG7458  MODELED GRAVITY -    980,359.5   (mgal)                       NAVD 88
 DG7458
 DG7458  VERT ORDER      -  SECOND    CLASS I
 DG7458
 DG7458.The horizontal coordinates were scaled from a topographic map and have
 DG7458.an estimated accuracy of +/- 6 seconds.
 DG7458.
 DG7458.The orthometric height was determined by differential leveling and
 DG7458.adjusted in December 2004.
 DG7458
 DG7458.The dynamic height is computed by dividing the NAVD 88
 DG7458.geopotential number by the normal gravity value computed on the
 DG7458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7458.degrees latitude (g = 980.6199 gals.).
 DG7458
 DG7458.The modeled gravity was interpolated from observed gravity values.
 DG7458
 DG7458;                    North         East    Units  Estimated Accuracy
 DG7458;SPC MN S     -   187,600.      606,480.      MT  (+/- 180 meters Scaled)
 DG7458
 DG7458                          SUPERSEDED SURVEY CONTROL
 DG7458
 DG7458.No superseded survey control is available for this station.
 DG7458
 DG7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP089488(NAD 83)
 DG7458
 DG7458_MARKER: DB = BENCH MARK DISK
 DG7458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG7458_STAMPING: 35 SEM 1966
 DG7458_MARK LOGO: USGS  
 DG7458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7458+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1992
 DG7458
 DG7458  HISTORY     - Date     Condition        Report By
 DG7458  HISTORY     - 1966     MONUMENTED       USGS
 DG7458  HISTORY     - 19920506 GOOD             MNDT
 DG7458
 DG7458                          STATION DESCRIPTION
 DG7458
 DG7458'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DG7458'THE MARK IS LOCATED IN THE SE 1/4 OF SECTION 31, T104N, R46W, 6 MI
 DG7458'(9.7 KM) SOUTH OF JASPER.  THE MARK IS 6.05 MI (9.74 KM) SOUTH ALONG
 DG7458'TH 23 FROM THE JCT OF TH 23 AND TH 269, AT TH 23 MP 12.6, 86 FT (26.2
 DG7458'M) WEST OF TH 23, 240 FT (73.2 M) NORTH OF A TWP RD, AND 92 FT (28.0
 DG7458'M) WEST OF A FIELD ENT TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1048 ***********************************************************************
 PQ1048  DESIGNATION -  35 T
 PQ1048  PID         -  PQ1048
 PQ1048  STATE/COUNTY-  MN/LYON
 PQ1048  COUNTRY     -  US
 PQ1048  USGS QUAD   -  AMIRET (1962)
 PQ1048
 PQ1048                         *CURRENT SURVEY CONTROL
 PQ1048  ______________________________________________________________________
 PQ1048* NAD 83(1996) POSITION- 44 22 12.45715(N) 095 41 44.04811(W)   ADJUSTED  
 PQ1048* NAVD 88 ORTHO HEIGHT -   348.25   (+/-2cm)    1142.6   (feet) VERTCON   
 PQ1048  ______________________________________________________________________
 PQ1048  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PQ1048  LAPLACE CORR    -         -2.84  (seconds)                    DEFLEC09
 PQ1048  HORZ ORDER      -  THIRD
 PQ1048  VERT ORDER      -  THIRD ? (See Below)
 PQ1048
 PQ1048.The horizontal coordinates were established by classical geodetic methods
 PQ1048.and adjusted by the National Geodetic Survey in March 1999.
 PQ1048.
 PQ1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1048
 PQ1048.The vertical order pertains to the NGVD 29 superseded value.
 PQ1048
 PQ1048.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1048
 PQ1048. The following values were computed from the NAD 83(1996) position.
 PQ1048
 PQ1048;                    North         East     Units Scale Factor Converg.
 PQ1048;SPC MN S     -   253,637.992   664,873.022   MT  0.99992466   -1 11 18.5
 PQ1048;SPC MN S     -   832,143.98  2,181,337.57   sFT  0.99992466   -1 11 18.5
 PQ1048;UTM  15      - 4,916,517.553   285,231.333   MT  1.00016729   -1 53 08.5
 PQ1048
 PQ1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1048!SPC MN S     -   0.99994963  x   0.99992466  =   0.99987429
 PQ1048!UTM  15      -   0.99994963  x   1.00016729  =   1.00011691
 PQ1048
 PQ1048                          SUPERSEDED SURVEY CONTROL
 PQ1048
 PQ1048  NAD 83(1996)-  44 22 12.45010(N)    095 41 44.04443(W) AD(       ) 3
 PQ1048  NAD 83(1986)-  44 22 12.45022(N)    095 41 44.04000(W) AD(       ) 3
 PQ1048  NAD 27      -  44 22 12.58365(N)    095 41 42.97012(W) AD(       ) 3
 PQ1048  NGVD 29 (07/19/86)  348.07   (m)         1142.0    (f) LEVELING    3  
 PQ1048
 PQ1048.Superseded values are not recommended for survey control.
 PQ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1048.See file dsdata.txt to determine how the superseded data were derived.
 PQ1048
 PQ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8523116517(NAD 83)
 PQ1048
 PQ1048_MARKER: DB = BENCH MARK DISK
 PQ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1048_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1048_STAMPING: 35 T 1960 1142
 PQ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1048+STABILITY: SURFACE MOTION
 PQ1048
 PQ1048  HISTORY     - Date     Condition        Report By
 PQ1048  HISTORY     - 1960     MONUMENTED       USGS
 PQ1048
 PQ1048                          STATION DESCRIPTION
 PQ1048
 PQ1048'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1048'MARSHALL,5.5 MILE S AND 5 MILE E OF. 120 FT S,50 FT W AND 2.1 FT LOWER
 PQ1048'THAN X-ROAD AT NE CORNER OF SECTION 6,T.110N,R.40W,1 FT E OF N-S FENCE
 PQ1048'IN A CONCRETE POST A STANDARD POST STAMPED---35 T 1960 1142 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0858 ***********************************************************************
 PP0858  DESIGNATION -  35 W 1
 PP0858  PID         -  PP0858
 PP0858  STATE/COUNTY-  MN/DAKOTA
 PP0858  COUNTRY     -  US
 PP0858  USGS QUAD   -  BLOOMINGTON (1997)
 PP0858
 PP0858                         *CURRENT SURVEY CONTROL
 PP0858  ______________________________________________________________________
 PP0858* NAD 83(1986) POSITION- 44 45 59.     (N) 093 17 18.     (W)   SCALED    
 PP0858* NAVD 88 ORTHO HEIGHT -   282.530  (meters)     926.93  (feet) ADJUSTED  
 PP0858  ______________________________________________________________________
 PP0858  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 PP0858  DYNAMIC HEIGHT  -        282.520 (meters)      926.90  (feet) COMP
 PP0858  MODELED GRAVITY -    980,572.8   (mgal)                       NAVD 88
 PP0858
 PP0858  VERT ORDER      -  SECOND    CLASS 0
 PP0858
 PP0858.The horizontal coordinates were scaled from a topographic map and have
 PP0858.an estimated accuracy of +/- 6 seconds.
 PP0858.
 PP0858.The orthometric height was determined by differential leveling and
 PP0858.adjusted in June 1991.
 PP0858
 PP0858.The dynamic height is computed by dividing the NAVD 88
 PP0858.geopotential number by the normal gravity value computed on the
 PP0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0858.degrees latitude (g = 980.6199 gals.).
 PP0858
 PP0858.The modeled gravity was interpolated from observed gravity values.
 PP0858
 PP0858;                    North         East    Units  Estimated Accuracy
 PP0858;SPC MN S     -   296,510.      856,340.      MT  (+/- 180 meters Scaled)
 PP0858
 PP0858                          SUPERSEDED SURVEY CONTROL
 PP0858
 PP0858  NGVD 29 (??/??/92)  282.464  (m)          926.72   (f) ADJ UNCH    2 0
 PP0858
 PP0858.Superseded values are not recommended for survey control.
 PP0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0858.See file dsdata.txt to determine how the superseded data were derived.
 PP0858
 PP0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771570(NAD 83)
 PP0858
 PP0858_MARKER: X = CHISELED CROSS
 PP0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0858_SP_SET: SIGN
 PP0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0858
 PP0858  HISTORY     - Date     Condition        Report By
 PP0858  HISTORY     - UNK      MONUMENTED       MNDT
 PP0858  HISTORY     - 1971     GOOD             MNDT
 PP0858
 PP0858                          STATION DESCRIPTION
 PP0858
 PP0858'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0858'IN BURNSVILLE.
 PP0858'ELKO TO BLOOMINGTON, 0.5 MILES SOUTH ALONG FAI 35W FROM THE JUNCTION
 PP0858'OF FAI 35W AND T.H. 13 IN BURNSVILLE, 40 FEET EAST OF AND ABOUT LEVEL
 PP0858'WITH THE FAI 35W NORTH BOUND CENTERLINE, ON THE SOUTHWEST BOLT, OF THE
 PP0858'CONCRETE BASE OF A HIGHWAY INFORMATION SIGN.  (ST. PAUL - SHAKOPEE
 PP0858'EXITS - BURNSVILLE CROSSTOWN).  NE 1/4, SEC 13, T 115N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0856 ***********************************************************************
 PP0856  DESIGNATION -  35 W 2
 PP0856  PID         -  PP0856
 PP0856  STATE/COUNTY-  MN/DAKOTA
 PP0856  COUNTRY     -  US
 PP0856  USGS QUAD   -  BLOOMINGTON (1997)
 PP0856
 PP0856                         *CURRENT SURVEY CONTROL
 PP0856  ______________________________________________________________________
 PP0856* NAD 83(1986) POSITION- 44 46 23.     (N) 093 17 17.     (W)   SCALED    
 PP0856* NAVD 88 ORTHO HEIGHT -   261.743  (meters)     858.74  (feet) ADJUSTED  
 PP0856  ______________________________________________________________________
 PP0856  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 PP0856  DYNAMIC HEIGHT  -        261.734 (meters)      858.71  (feet) COMP
 PP0856  MODELED GRAVITY -    980,576.6   (mgal)                       NAVD 88
 PP0856
 PP0856  VERT ORDER      -  SECOND    CLASS 0
 PP0856
 PP0856.The horizontal coordinates were scaled from a topographic map and have
 PP0856.an estimated accuracy of +/- 6 seconds.
 PP0856.
 PP0856.The orthometric height was determined by differential leveling and
 PP0856.adjusted in June 1991.
 PP0856
 PP0856.The dynamic height is computed by dividing the NAVD 88
 PP0856.geopotential number by the normal gravity value computed on the
 PP0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0856.degrees latitude (g = 980.6199 gals.).
 PP0856
 PP0856.The modeled gravity was interpolated from observed gravity values.
 PP0856
 PP0856;                    North         East    Units  Estimated Accuracy
 PP0856;SPC MN S     -   297,250.      856,350.      MT  (+/- 180 meters Scaled)
 PP0856
 PP0856                          SUPERSEDED SURVEY CONTROL
 PP0856
 PP0856  NGVD 29 (??/??/92)  261.678  (m)          858.52   (f) ADJ UNCH    2 0
 PP0856
 PP0856.Superseded values are not recommended for survey control.
 PP0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0856.See file dsdata.txt to determine how the superseded data were derived.
 PP0856
 PP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK772577(NAD 83)
 PP0856
 PP0856_MARKER: DD = SURVEY DISK
 PP0856_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0856_SP_SET: OVERHEAD SIGN
 PP0856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0856
 PP0856  HISTORY     - Date     Condition        Report By
 PP0856  HISTORY     - UNK      MONUMENTED       MNDT
 PP0856  HISTORY     - 1971     GOOD             MNDT
 PP0856
 PP0856                          STATION DESCRIPTION
 PP0856
 PP0856'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0856'IN BURNSVILLE.
 PP0856'ELKO TO BLOOMINGTON, 0.2 MILES SOUTH ALONG FAI 35W FROM THE JUNCTION
 PP0856'OF T.H. 13 AND FAI 35W IN BURNSVILLE, 40 FEET EAST AND ABOUT 1 FOOT
 PP0856'LOWER THAN THE FAI 35W NORTH BOUND CENTERLINE, ON THE TOP OF THE
 PP0856'SOUTHWEST BOLT IN THE EAST LEG OF AN OVERHEAD SIGN (TRANS-HIGHWAY). NE
 PP0856'1/4, SEC 13, T 115N, R 21W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0852 ***********************************************************************
 PP0852  DESIGNATION -  35 W 5
 PP0852  PID         -  PP0852
 PP0852  STATE/COUNTY-  MN/DAKOTA
 PP0852  COUNTRY     -  US
 PP0852  USGS QUAD   -  BLOOMINGTON (1997)
 PP0852
 PP0852                         *CURRENT SURVEY CONTROL
 PP0852  ______________________________________________________________________
 PP0852* NAD 83(1986) POSITION- 44 47 31.     (N) 093 17 18.     (W)   SCALED    
 PP0852* NAVD 88 ORTHO HEIGHT -   216.517  (meters)     710.36  (feet) ADJUSTED  
 PP0852  ______________________________________________________________________
 PP0852  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 PP0852  DYNAMIC HEIGHT  -        216.511 (meters)      710.34  (feet) COMP
 PP0852  MODELED GRAVITY -    980,582.2   (mgal)                       NAVD 88
 PP0852
 PP0852  VERT ORDER      -  SECOND    CLASS 0
 PP0852
 PP0852.The horizontal coordinates were scaled from a topographic map and have
 PP0852.an estimated accuracy of +/- 6 seconds.
 PP0852.
 PP0852.The orthometric height was determined by differential leveling and
 PP0852.adjusted in June 1991.
 PP0852
 PP0852.The dynamic height is computed by dividing the NAVD 88
 PP0852.geopotential number by the normal gravity value computed on the
 PP0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0852.degrees latitude (g = 980.6199 gals.).
 PP0852
 PP0852.The modeled gravity was interpolated from observed gravity values.
 PP0852
 PP0852;                    North         East    Units  Estimated Accuracy
 PP0852;SPC MN S     -   299,350.      856,310.      MT  (+/- 180 meters Scaled)
 PP0852
 PP0852                          SUPERSEDED SURVEY CONTROL
 PP0852
 PP0852  NGVD 29 (??/??/92)  216.454  (m)          710.15   (f) ADJ UNCH    2 0
 PP0852
 PP0852.Superseded values are not recommended for survey control.
 PP0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0852.See file dsdata.txt to determine how the superseded data were derived.
 PP0852
 PP0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771598(NAD 83)
 PP0852
 PP0852_MARKER: X = CHISELED CROSS
 PP0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0852_SP_SET: HIGHWAY SIGN
 PP0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0852
 PP0852  HISTORY     - Date     Condition        Report By
 PP0852  HISTORY     - UNK      MONUMENTED       MNDT
 PP0852  HISTORY     - 1971     GOOD             MNDT
 PP0852
 PP0852                          STATION DESCRIPTION
 PP0852
 PP0852'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0852'IN BURNSVILLE.
 PP0852'ELKO TO BLOOMINGTON, 1.1 MILES NORTH OF T.H. 13 ALONG FAI 35W, 0.7
 PP0852'MILES SOUTH OF THE MINNESOTA RIVER, ON THE SOUTHEAST BOLT OF THE WEST
 PP0852'LEG OF AN INTERSTATE INFORMATION SIGN (122ND KEEP RIGHT), 49 FEET WEST
 PP0852'OF FAI 35W SOUTHBOUND CENTERLINE AND ABOUT 3 FEET LOWER THAN THE
 PP0852'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0849 ***********************************************************************
 PP0849  DESIGNATION -  35 W 6
 PP0849  PID         -  PP0849
 PP0849  STATE/COUNTY-  MN/HENNEPIN
 PP0849  COUNTRY     -  US
 PP0849  USGS QUAD   -  BLOOMINGTON (1997)
 PP0849
 PP0849                         *CURRENT SURVEY CONTROL
 PP0849  ______________________________________________________________________
 PP0849* NAD 83(1986) POSITION- 44 48 04.     (N) 093 17 22.     (W)   SCALED    
 PP0849* NAVD 88 ORTHO HEIGHT -   214.364  (meters)     703.29  (feet) ADJUSTED  
 PP0849  ______________________________________________________________________
 PP0849  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PP0849  DYNAMIC HEIGHT  -        214.357 (meters)      703.27  (feet) COMP
 PP0849  MODELED GRAVITY -    980,582.6   (mgal)                       NAVD 88
 PP0849
 PP0849  VERT ORDER      -  SECOND    CLASS 0
 PP0849
 PP0849.The horizontal coordinates were scaled from a topographic map and have
 PP0849.an estimated accuracy of +/- 6 seconds.
 PP0849.
 PP0849.The orthometric height was determined by differential leveling and
 PP0849.adjusted in June 1991.
 PP0849
 PP0849.Photographs are available for this station.
 PP0849
 PP0849.The dynamic height is computed by dividing the NAVD 88
 PP0849.geopotential number by the normal gravity value computed on the
 PP0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0849.degrees latitude (g = 980.6199 gals.).
 PP0849
 PP0849.The modeled gravity was interpolated from observed gravity values.
 PP0849
 PP0849;                    North         East    Units  Estimated Accuracy
 PP0849;SPC MN S     -   300,370.      856,210.      MT  (+/- 180 meters Scaled)
 PP0849
 PP0849                          SUPERSEDED SURVEY CONTROL
 PP0849
 PP0849  NGVD 29 (??/??/92)  214.301  (m)          703.09   (f) ADJ UNCH    2 0
 PP0849
 PP0849.Superseded values are not recommended for survey control.
 PP0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0849.See file dsdata.txt to determine how the superseded data were derived.
 PP0849
 PP0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK771608(NAD 83)
 PP0849
 PP0849_MARKER: Z = SEE DESCRIPTION
 PP0849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PP0849_SP_SET: BRIDGE ABUTMENT
 PP0849_STAMPING: UNSTAMPED
 PP0849_MARK LOGO: MNDT  
 PP0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP0849+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2007
 PP0849
 PP0849  HISTORY     - Date     Condition        Report By
 PP0849  HISTORY     - 1971     MONUMENTED       MNDT
 PP0849  HISTORY     - 1971     GOOD             MNDT
 PP0849  HISTORY     - 1987     GOOD             USPSQD
 PP0849  HISTORY     - 20031129 GOOD             USPSQD
 PP0849  HISTORY     - 20070816 GOOD             MNDT
 PP0849
 PP0849                          STATION DESCRIPTION
 PP0849
 PP0849'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP0849'IN BLOOMINGTON.
 PP0849'ELKO TO BLOOMINGTON, 4.2 MILES SOUTH OF FAI 494 ALONG FAI 35W, IN
 PP0849'BLOOMINGTON, IN THE EAST FACE OF THE 1ST PIER NORTH OF THE MINNESOTA
 PP0849'RIVER, THE TOP OF A BRASS PLUG ABOUT 2.5 FEET HIGHER THAN THE GROUND.
 PP0849
 PP0849                          STATION RECOVERY (1987)
 PP0849
 PP0849'RECOVERY NOTE BY US POWER SQUADRON 1987 (DCN)
 PP0849'RECOVERED IN GOOD CONDITION.
 PP0849
 PP0849                          STATION RECOVERY (2003)
 PP0849
 PP0849'RECOVERY NOTE BY US POWER SQUADRON 2003 (ART)
 PP0849'MARK IS A BRASS PLUG APPROXIMATELY 3.8 FEET HIGHER THAN THE GROUND
 PP0849
 PP0849                          STATION RECOVERY (2007)
 PP0849
 PP0849'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP0849'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) EAST-SOUTHEAST OF EDEN
 PP0849'PRAIRIE, 8.9 MI (14.3 KM) NORTHEAST OF PRIOR LAKE AND 2.8 MI (4.5 KM)
 PP0849'SOUTH OF BLOOMINGTON.
 PP0849' 
 PP0849'TO REACH TO THE MARK IN BLOOMINGTON, GO 4.2 MI (6.8 KM) SOUTH OF
 PP0849'INTERSTATE HIGHWAY 35 WEST, IN EAST FACE OF THE FIRST PIER NORTH OF
 PP0849'THE MINNESOTA RIVER, MARK IS A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2034 ***********************************************************************
 PP2034  DESIGNATION -  35 WHV
 PP2034  PID         -  PP2034
 PP2034  STATE/COUNTY-  MN/HENNEPIN
 PP2034  COUNTRY     -  US
 PP2034  USGS QUAD   -  HOPKINS (1993)
 PP2034
 PP2034                         *CURRENT SURVEY CONTROL
 PP2034  ______________________________________________________________________
 PP2034* NAD 83(1986) POSITION- 44 59 35.47   (N) 093 26 09.59   (W)   HD_HELD1  
 PP2034* NAVD 88 ORTHO HEIGHT -   291.362  (meters)     955.91  (feet) ADJUSTED  
 PP2034  ______________________________________________________________________
 PP2034  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PP2034  DYNAMIC HEIGHT  -        291.358 (meters)      955.90  (feet) COMP
 PP2034  MODELED GRAVITY -    980,596.4   (mgal)                       NAVD 88
 PP2034
 PP2034  VERT ORDER      -  SECOND    CLASS I
 PP2034
 PP2034.The horizontal coordinates were established by differentially corrected
 PP2034.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2034.
 PP2034.The orthometric height was determined by differential leveling and
 PP2034.adjusted in June 1991.
 PP2034
 PP2034.Photographs are available for this station.
 PP2034
 PP2034.The dynamic height is computed by dividing the NAVD 88
 PP2034.geopotential number by the normal gravity value computed on the
 PP2034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2034.degrees latitude (g = 980.6199 gals.).
 PP2034
 PP2034.The modeled gravity was interpolated from observed gravity values.
 PP2034
 PP2034;                    North         East    Units  Estimated Accuracy
 PP2034;SPC MN S     -   321,623.0     844,472.9     MT  (+/- 3 meters HH1 GPS) 
 PP2034
 PP2034                          SUPERSEDED SURVEY CONTROL
 PP2034
 PP2034.No superseded survey control is available for this station.
 PP2034
 PP2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6563282285(NAD 83)
 PP2034
 PP2034_MARKER: DB = BENCH MARK DISK
 PP2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP2034_SP_SET: CONCRETE POST
 PP2034_STAMPING: 35 WHV 1950
 PP2034_MARK LOGO: USGS  
 PP2034_PROJECTION: PROJECTING 8 CENTIMETERS
 PP2034_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP2034+STABILITY: SURFACE MOTION
 PP2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP2034+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 PP2034
 PP2034  HISTORY     - Date     Condition        Report By
 PP2034  HISTORY     - 1950     MONUMENTED       USGS
 PP2034  HISTORY     - 1979     GOOD             MNDT
 PP2034  HISTORY     - 20010331 GOOD             NGS
 PP2034  HISTORY     - 20070829 GOOD             MNDT
 PP2034
 PP2034                          STATION DESCRIPTION
 PP2034
 PP2034'DESCRIBED BY MN DEPT OF TRANSP 1979
 PP2034'IN PLYMOUTH.
 PP2034'THE MARK IS 1.8 MILES SOUTHEAST MEASURED ALONG TRUNK HIGHWAY 55 FROM
 PP2034'THE JUNCTION OF TRUNK HIGHWAY 55 AND FAI 494 AND IS 2.1 MILES
 PP2034'NORTHWEST MEASURED ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK
 PP2034'HIGHWAY 55 AND CSAH 18. IT IS 226 FT. SOUTHEAST OF THE SOUTHEAST
 PP2034'CORNER OF BEACON HEIGHTS SCHOOL, 71 FT. SOUTHWEST OF THE CENTERLINE
 PP2034'OF THE SOUTH FRONTAGE ROAD, 18 FT. EAST OF A 24 INCH OAK TREE. IT IS
 PP2034'1.0 FT. EAST OF A STEEL WITNESS POST AT TRUNK HIGHWAY 55 MILE MARKER
 PP2034'181.9. IT IS 3 FT. ABOVE CENTERLINE OF SOUTH FRONTAGE ROAD.
 PP2034
 PP2034                          STATION RECOVERY (2001)
 PP2034
 PP2034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PP2034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PP2034
 PP2034                          STATION RECOVERY (2007)
 PP2034
 PP2034'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (NJV)
 PP2034'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF MINNEAPOLIS, 5.5 MI
 PP2034'(8.8 KM) SOUTHEAST OF HAMEL AND 4.9 MI (7.9 KM) NORTH-NORTHEAST OF
 PP2034'HOPKINS.
 PP2034' 
 PP2034'TO REACH TO THE MARK IN PLYMOUTH, GO 1.8 MI (2.9 KM) SOUTHEAST OF THE
 PP2034'JUNCTION OF TRUNK HIGHWAY 55 AND INTERSTATE HIGHWAY 494, AT TRUNK
 PP2034'HIGHWAY MILE POINT 182.1, 48.5 FT (14.8 M) SOUTHEAST OF NORTHWEST
 PP2034'TRUNK HIGHWAY 55 FRONTAGE ROAD, 226 FT (68.9 M) SOUTHEAST OF THE
 PP2034'SOUTHEAST CORNER OF BEACON HEIGHTS SCHOOL, 1832 FT (558.4 M) SOUTH OF
 PP2034'STOP SIGN AT FAR EXIT OF SCHOOL PARKING LOT, 13.4 FT (4.1 M) WEST OF
 PP2034'FIRE HYDRANT, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6364 ***********************************************************************
 DK6364  DESIGNATION -  3501 A
 DK6364  PID         -  DK6364
 DK6364  STATE/COUNTY-  MN/KITTSON
 DK6364  COUNTRY     -  US
 DK6364  USGS QUAD   -  DRAYTON SE (1974)
 DK6364
 DK6364                         *CURRENT SURVEY CONTROL
 DK6364  ______________________________________________________________________
 DK6364* NAD 83(1986) POSITION- 48 34 24.0    (N) 097 02 25.8    (W)   HD_HELD2  
 DK6364* NAVD 88 ORTHO HEIGHT -   244.914  (meters)     803.52  (feet) ADJUSTED  
 DK6364  ______________________________________________________________________
 DK6364  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DK6364  DYNAMIC HEIGHT  -        244.974 (meters)      803.72  (feet) COMP
 DK6364  MODELED GRAVITY -    980,851.5   (mgal)                       NAVD 88
 DK6364
 DK6364  VERT ORDER      -  SECOND    CLASS I
 DK6364
 DK6364.The horizontal coordinates were established by autonomous hand held GPS
 DK6364.observations and have an estimated accuracy of +/- 10 meters.
 DK6364.
 DK6364.The orthometric height was determined by differential leveling and
 DK6364.adjusted in October 2008.
 DK6364
 DK6364.No vertical observational check was made to the station.
 DK6364
 DK6364.The dynamic height is computed by dividing the NAVD 88
 DK6364.geopotential number by the normal gravity value computed on the
 DK6364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6364.degrees latitude (g = 980.6199 gals.).
 DK6364
 DK6364.The modeled gravity was interpolated from observed gravity values.
 DK6364
 DK6364;                    North         East    Units  Estimated Accuracy
 DK6364;SPC MN N     -   337,919.      509,342.      MT  (+/- 10 meters HH2 GPS)
 DK6364
 DK6364                          SUPERSEDED SURVEY CONTROL
 DK6364
 DK6364.No superseded survey control is available for this station.
 DK6364
 DK6364_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4453981880(NAD 83)
 DK6364
 DK6364_MARKER: DB = BENCH MARK DISK
 DK6364_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6364_SP_SET: BOX CULVERT HEADWALL
 DK6364_STAMPING: 3501 A 1957
 DK6364_MARK LOGO: MNDT  
 DK6364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6364+STABILITY: SURFACE MOTION
 DK6364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6364+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 DK6364
 DK6364  HISTORY     - Date     Condition        Report By
 DK6364  HISTORY     - 1957     MONUMENTED       MNDT
 DK6364  HISTORY     - 20021008 GOOD             MNDT
 DK6364
 DK6364                          STATION DESCRIPTION
 DK6364
 DK6364'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DK6364'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7 MI (11.3 KM)
 DK6364'WEST OF DONALDSON, 5 MI (8.0 KM) EAST OF STATE LINE, IN SE HEADWALL OF
 DK6364'TH 11 DOUBLE BOX CULVERT NO 8905 OVER DITCH, AT TH 11 MP 4.92, 39 FT
 DK6364'(11.9 M) SOUTH OF TH 11, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6363 ***********************************************************************
 DK6363  DESIGNATION -  3501 B
 DK6363  PID         -  DK6363
 DK6363  STATE/COUNTY-  MN/KITTSON
 DK6363  COUNTRY     -  US
 DK6363  USGS QUAD   -  DRAYTON SE (1974)
 DK6363
 DK6363                         *CURRENT SURVEY CONTROL
 DK6363  ______________________________________________________________________
 DK6363* NAD 83(1986) POSITION- 48 34 23.7    (N) 097 01 07.8    (W)   HD_HELD2  
 DK6363* NAVD 88 ORTHO HEIGHT -   246.048  (meters)     807.24  (feet) ADJUSTED  
 DK6363  ______________________________________________________________________
 DK6363  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DK6363  DYNAMIC HEIGHT  -        246.109 (meters)      807.44  (feet) COMP
 DK6363  MODELED GRAVITY -    980,851.0   (mgal)                       NAVD 88
 DK6363
 DK6363  VERT ORDER      -  SECOND    CLASS I
 DK6363
 DK6363.The horizontal coordinates were established by autonomous hand held GPS
 DK6363.observations and have an estimated accuracy of +/- 10 meters.
 DK6363.
 DK6363.The orthometric height was determined by differential leveling and
 DK6363.adjusted in October 2008.
 DK6363
 DK6363.No vertical observational check was made to the station.
 DK6363
 DK6363.The dynamic height is computed by dividing the NAVD 88
 DK6363.geopotential number by the normal gravity value computed on the
 DK6363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6363.degrees latitude (g = 980.6199 gals.).
 DK6363
 DK6363.The modeled gravity was interpolated from observed gravity values.
 DK6363
 DK6363;                    North         East    Units  Estimated Accuracy
 DK6363;SPC MN N     -   337,829.      510,938.      MT  (+/- 10 meters HH2 GPS)
 DK6363
 DK6363                          SUPERSEDED SURVEY CONTROL
 DK6363
 DK6363.No superseded survey control is available for this station.
 DK6363
 DK6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4613781912(NAD 83)
 DK6363
 DK6363_MARKER: DB = BENCH MARK DISK
 DK6363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6363_SP_SET: BOX CULVERT HEADWALL
 DK6363_STAMPING: 3501 B 1957
 DK6363_MARK LOGO: MNDT  
 DK6363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK6363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6363+STABILITY: SURFACE MOTION
 DK6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6363+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2002
 DK6363
 DK6363  HISTORY     - Date     Condition        Report By
 DK6363  HISTORY     - 1957     MONUMENTED       MNDT
 DK6363  HISTORY     - 20021008 GOOD             MNDT
 DK6363
 DK6363                          STATION DESCRIPTION
 DK6363
 DK6363'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DK6363'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.1 MI (9.8 KM)
 DK6363'EAST OF DRAYTON ND, IN SE HEADWALL OF TH 11 DOUBLE BOX CULVERT NO 8906
 DK6363'OVER DITCH, AT TH 11 MP 5.91, 34 FT (10.4 M) SOUTH OF TH 11, AND NOT
 DK6363'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9054 ***********************************************************************
 DF9054  DESIGNATION -  3501 C
 DF9054  PID         -  DF9054
 DF9054  STATE/COUNTY-  MN/KITTSON
 DF9054  COUNTRY     -  US
 DF9054  USGS QUAD   -  DONALDSON (1974)
 DF9054
 DF9054                         *CURRENT SURVEY CONTROL
 DF9054  ______________________________________________________________________
 DF9054* NAD 83(2007) POSITION- 48 34 20.74472(N) 096 54 40.15609(W)   ADJUSTED  
 DF9054* NAD 83(2007) ELLIP HT-   222.344 (meters)        (02/10/07)   ADJUSTED
 DF9054* NAD 83(2007) EPOCH   -  2002.00
 DF9054* NAVD 88 ORTHO HEIGHT -   249.597  (meters)     818.89  (feet) ADJUSTED  
 DF9054  ______________________________________________________________________
 DF9054  NAD 83(2007) X  -   -508,797.872 (meters)                     COMP
 DF9054  NAD 83(2007) Y  - -4,197,627.001 (meters)                     COMP
 DF9054  NAD 83(2007) Z  -  4,759,397.378 (meters)                     COMP
 DF9054  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC09
 DF9054  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DF9054  DYNAMIC HEIGHT  -        249.658 (meters)      819.09  (feet) COMP
 DF9054  MODELED GRAVITY -    980,850.1   (mgal)                       NAVD 88
 DF9054
 DF9054  VERT ORDER      -  SECOND    CLASS I
 DF9054
 DF9054  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9054  Type                                         Horiz  Ellip  Dist(km)
 DF9054  -------------------------------------------------------------------
 DF9054  NETWORK                                       0.81   0.67
 DF9054  -------------------------------------------------------------------
 DF9054  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.37      1.80
 DF9054  -------------------------------------------------------------------
 DF9054  NOTE: Click here for information on individual local accuracy
 DF9054  values and other accuracy information.
 DF9054
 DF9054
 DF9054.The horizontal coordinates were established by GPS observations
 DF9054.and adjusted by the National Geodetic Survey in February 2007.
 DF9054
 DF9054.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9054.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9054
 DF9054.The horizontal coordinates are valid at the epoch date displayed above
 DF9054.which is a decimal equivalence of Year/Month/Day.
 DF9054
 DF9054.The orthometric height was determined by differential leveling and
 DF9054.adjusted in October 2008.
 DF9054
 DF9054.No vertical observational check was made to the station.
 DF9054
 DF9054.Photographs are available for this station.
 DF9054
 DF9054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9054
 DF9054.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9054
 DF9054.The ellipsoidal height was determined by GPS observations
 DF9054.and is referenced to NAD 83.
 DF9054
 DF9054.The dynamic height is computed by dividing the NAVD 88
 DF9054.geopotential number by the normal gravity value computed on the
 DF9054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9054.degrees latitude (g = 980.6199 gals.).
 DF9054
 DF9054.The modeled gravity was interpolated from observed gravity values.
 DF9054
 DF9054. The following values were computed from the NAD 83(2007) position.
 DF9054
 DF9054;                    North         East     Units Scale Factor Converg.
 DF9054;SPC MN N     -   337,340.318   518,869.732   MT  0.99998570   -2 49 29.6
 DF9054;SPC MN N     - 1,106,757.36  1,702,325.11   sFT  0.99998570   -2 49 29.6
 DF9054;UTM  14      - 5,382,032.917   654,082.723   MT  0.99989169   +1 33 59.4
 DF9054
 DF9054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9054!SPC MN N     -   0.99996516  x   0.99998570  =   0.99995086
 DF9054!UTM  14      -   0.99996516  x   0.99989169  =   0.99985685
 DF9054
 DF9054                          SUPERSEDED SURVEY CONTROL
 DF9054
 DF9054  NAD 83(1996)-  48 34 20.74453(N)    096 54 40.15642(W) AD(       ) 1
 DF9054  ELLIP H (11/17/03)  222.348  (m)                       GP(       ) 3 2
 DF9054  NAVD 88 (11/17/03)  249.60   (m)          818.9    (f) LEVELING    3  
 DF9054
 DF9054.Superseded values are not recommended for survey control.
 DF9054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9054.See file dsdata.txt to determine how the superseded data were derived.
 DF9054
 DF9054_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5408282032(NAD 83)
 DF9054
 DF9054_MARKER: DD = SURVEY DISK
 DF9054_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9054_STAMPING: 3501 C 2002
 DF9054_MARK LOGO: MNDT  
 DF9054_PROJECTION: FLUSH
 DF9054_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9054+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 DF9054_ROD/PIPE-DEPTH: 10.7 meters
 DF9054
 DF9054  HISTORY     - Date     Condition        Report By
 DF9054  HISTORY     - 2002     MONUMENTED       MNDT
 DF9054  HISTORY     - 20020813 GOOD             MNDT
 DF9054  HISTORY     - 20030612 GOOD             MNDT
 DF9054
 DF9054                          STATION DESCRIPTION
 DF9054
 DF9054'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9054'THE MARK IS 0.7 MI (1.1 KM) WEST OF DONALDSON, 0.7 MI (1.1 KM) WEST
 DF9054'ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9054'10.85, 115 FT (35.1 M) NORTH OF TH 11, 43.6 FT (13.3 M) NNW OF TEL
 DF9054'PEDESTAL, 40.5 FT (12.3 M) NNW OF P-POLE, 34 FT (10.4 M) EAST OF RD,
 DF9054'2.4 FT (0.7 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF9054'CONTROL MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ROD WITH A 3
 DF9054'FT (0.9 M) STABILIZER FIN IS FLUSH, MAGNETIC AND SUITABLE FOR GPS.
 DF9054
 DF9054                          STATION RECOVERY (2002)
 DF9054
 DF9054'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9054'THE MARK IS 0.7 MI (1.1 KM) WEST OF DONALDSON, 0.7 MI (1.1 KM) WEST
 DF9054'ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9054'10.85, 115 FT (35.1 M) NORTH OF TH 11, 43.6 FT (13.3 M) NNW OF TEL
 DF9054'PEDESTAL, 40.5 FT (12.3 M) NNW OF P-POLE, 34 FT (10.4 M) EAST OF RD,
 DF9054'2.4 FT (0.7 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF9054'CONTROL MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ROD WITH A 3
 DF9054'FT (0.9 M) STABILIZER FIN IS FLUSH, MAGNETIC AND SUITABLE FOR GPS.
 DF9054
 DF9054                          STATION RECOVERY (2003)
 DF9054
 DF9054'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS)
 DF9054'0.7 MILES WEST OF DONALDSON, 0.7 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9054'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9054'AT TRUNK HIGHWAY 11 MILEPOINT 10.85, 115 FEET NORTH OF TRUNK HIGHWAY
 DF9054'11, 43.6 FEET NORTH-NORTHWEST OF TELEPHONE PED, 40.5 FEET
 DF9054'NORTH-NORTHWEST OF POWER POLE, 34 FEET EAST OF ROAD, 2.4 FEET SOUTH OF
 DF9054'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9055 ***********************************************************************
 DF9055  DESIGNATION -  3501 D
 DF9055  PID         -  DF9055
 DF9055  STATE/COUNTY-  MN/KITTSON
 DF9055  COUNTRY     -  US
 DF9055  USGS QUAD   -  DONALDSON (1974)
 DF9055
 DF9055                         *CURRENT SURVEY CONTROL
 DF9055  ______________________________________________________________________
 DF9055* NAD 83(2007) POSITION- 48 34 20.92757(N) 096 57 17.74777(W)   ADJUSTED  
 DF9055* NAD 83(2007) ELLIP HT-   220.313 (meters)        (07/11/08)   ADJUSTED
 DF9055* NAD 83(2007) EPOCH   -  2002.00
 DF9055* NAVD 88 ORTHO HEIGHT -   247.514  (meters)     812.05  (feet) ADJUSTED  
 DF9055  ______________________________________________________________________
 DF9055  NAD 83(2007) X  -   -512,004.144 (meters)                     COMP
 DF9055  NAD 83(2007) Y  - -4,197,231.503 (meters)                     COMP
 DF9055  NAD 83(2007) Z  -  4,759,399.592 (meters)                     COMP
 DF9055  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC09
 DF9055  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DF9055  DYNAMIC HEIGHT  -        247.575 (meters)      812.25  (feet) COMP
 DF9055  MODELED GRAVITY -    980,850.8   (mgal)                       NAVD 88
 DF9055
 DF9055  HORZ ORDER      -  FIRST
 DF9055  VERT ORDER      -  SECOND    CLASS I
 DF9055  ELLP ORDER      -  FIRST     CLASS I
 DF9055
 DF9055.The horizontal coordinates were established by GPS observations
 DF9055.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DF9055
 DF9055.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9055.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9055
 DF9055.The horizontal coordinates are valid at the epoch date displayed above
 DF9055.which is a decimal equivalence of Year/Month/Day.
 DF9055
 DF9055.The orthometric height was determined by differential leveling and
 DF9055.adjusted in October 2008.
 DF9055
 DF9055.No vertical observational check was made to the station.
 DF9055
 DF9055.Photographs are available for this station.
 DF9055
 DF9055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9055
 DF9055.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9055
 DF9055.The ellipsoidal height was determined by GPS observations
 DF9055.and is referenced to NAD 83.
 DF9055
 DF9055.The dynamic height is computed by dividing the NAVD 88
 DF9055.geopotential number by the normal gravity value computed on the
 DF9055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9055.degrees latitude (g = 980.6199 gals.).
 DF9055
 DF9055.The modeled gravity was interpolated from observed gravity values.
 DF9055
 DF9055. The following values were computed from the NAD 83(2007) position.
 DF9055
 DF9055;                    North         East     Units Scale Factor Converg.
 DF9055;SPC MN N     -   337,506.080   515,643.573   MT  0.99998571   -2 51 26.5
 DF9055;SPC MN N     - 1,107,301.20  1,691,740.62   sFT  0.99998571   -2 51 26.5
 DF9055;UTM  14      - 5,381,951.186   650,853.666   MT  0.99987959   +1 32 01.2
 DF9055
 DF9055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9055!SPC MN N     -   0.99996547  x   0.99998571  =   0.99995118
 DF9055!UTM  14      -   0.99996547  x   0.99987959  =   0.99984507
 DF9055
 DF9055                          SUPERSEDED SURVEY CONTROL
 DF9055
 DF9055  NAD 83(2007)-  48 34 20.92647(N)    096 57 17.74776(W) AD(       ) 0
 DF9055  ELLIP H (02/10/07)  220.314  (m)                       GP(       )    
 DF9055  NAD 83(1996)-  48 34 20.92633(N)    096 57 17.74806(W) AD(       ) 1
 DF9055  ELLIP H (11/17/03)  220.326  (m)                       GP(       ) 3 2
 DF9055  NAVD 88 (11/17/03)  247.52   (m)          812.1    (f) LEVELING    3  
 DF9055
 DF9055.Superseded values are not recommended for survey control.
 DF9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9055.See file dsdata.txt to determine how the superseded data were derived.
 DF9055
 DF9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5085381951(NAD 83)
 DF9055
 DF9055_MARKER: DD = SURVEY DISK
 DF9055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9055_STAMPING: 3501 D 2002
 DF9055_MARK LOGO: MNDT  
 DF9055_PROJECTION: RECESSED 5 CENTIMETERS
 DF9055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9055+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 DF9055_ROD/PIPE-DEPTH:  9.1 meters
 DF9055
 DF9055  HISTORY     - Date     Condition        Report By
 DF9055  HISTORY     - 2002     MONUMENTED       MNDT
 DF9055  HISTORY     - 20020813 GOOD             MNDT
 DF9055  HISTORY     - 20070905 GOOD             MNDT
 DF9055
 DF9055                          STATION DESCRIPTION
 DF9055
 DF9055'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9055'THE MARK IS 2.7 MI (4.3 KM) WEST OF DONALDSON, 2.7 MI (4.3 KM) WEST
 DF9055'ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9055'8.85, 137.4 FT (41.9 M) SOUTH OF TH 11, 67.5 FT (20.6 M) EAST OF CO RD
 DF9055'13, 64.5 FT (19.7 M) WSW OF P-POLE, 38 FT (11.6 M) NORTH OF ENT, 10.3
 DF9055'FT (3.1 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF9055'CONTROL MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT
 DF9055'(0.9 M) STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR
 DF9055'GPS.
 DF9055
 DF9055                          STATION RECOVERY (2002)
 DF9055
 DF9055'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9055'THE MARK IS 2.7 MI (4.3 KM) WEST OF DONALDSON, 2.7 MI (4.3 KM) WEST
 DF9055'ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9055'8.85, 137.4 FT (41.9 M) SOUTH OF TH 11, 67.5 FT (20.6 M) EAST OF CO RD
 DF9055'13, 64.5 FT (19.7 M) WSW OF P-POLE, 38 FT (11.6 M) NORTH OF ENT, 10.3
 DF9055'FT (3.1 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF9055'CONTROL MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT
 DF9055'(0.9 M) STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR
 DF9055'GPS.
 DF9055
 DF9055                          STATION RECOVERY (2007)
 DF9055
 DF9055'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF9055'2.7 MILES WEST OF DONALDSON, 2.7 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9055'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9055'AT TRUNK HIGHWAY 11 MILEPOINT 8.85, 137.4 FEET SOUTH OF TRUNK HIGHWAY
 DF9055'11, 67.5 FEET EAST OF COUNTY ROAD 13, 64.5 FEET WEST-SOUTHWEST OF
 DF9055'POWER POLE, 38 FEET NORTH OF ENTRANCE, 10.3 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9056 ***********************************************************************
 DF9056  DESIGNATION -  3501 E
 DF9056  PID         -  DF9056
 DF9056  STATE/COUNTY-  MN/KITTSON
 DF9056  COUNTRY     -  US
 DF9056  USGS QUAD   -  DONALDSON (1974)
 DF9056
 DF9056                         *CURRENT SURVEY CONTROL
 DF9056  ______________________________________________________________________
 DF9056* NAD 83(2007) POSITION- 48 34 23.58405(N) 096 58 36.94071(W)   ADJUSTED  
 DF9056* NAD 83(2007) ELLIP HT-   218.889 (meters)        (02/10/07)   ADJUSTED
 DF9056* NAD 83(2007) EPOCH   -  2002.00
 DF9056* NAVD 88 ORTHO HEIGHT -   246.064  (meters)     807.30  (feet) ADJUSTED  
 DF9056  ______________________________________________________________________
 DF9056  NAD 83(2007) X  -   -513,607.996 (meters)                     COMP
 DF9056  NAD 83(2007) Y  - -4,196,972.608 (meters)                     COMP
 DF9056  NAD 83(2007) Z  -  4,759,452.821 (meters)                     COMP
 DF9056  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC09
 DF9056  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DF9056  DYNAMIC HEIGHT  -        246.125 (meters)      807.50  (feet) COMP
 DF9056  MODELED GRAVITY -    980,851.0   (mgal)                       NAVD 88
 DF9056
 DF9056  VERT ORDER      -  SECOND    CLASS I
 DF9056
 DF9056  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9056  Type                                         Horiz  Ellip  Dist(km)
 DF9056  -------------------------------------------------------------------
 DF9056  NETWORK                                       0.61   0.61
 DF9056  -------------------------------------------------------------------
 DF9056  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.53   0.29      3.28
 DF9056  -------------------------------------------------------------------
 DF9056  NOTE: Click here for information on individual local accuracy
 DF9056  values and other accuracy information.
 DF9056
 DF9056
 DF9056.The horizontal coordinates were established by GPS observations
 DF9056.and adjusted by the National Geodetic Survey in February 2007.
 DF9056
 DF9056.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9056.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9056
 DF9056.The horizontal coordinates are valid at the epoch date displayed above
 DF9056.which is a decimal equivalence of Year/Month/Day.
 DF9056
 DF9056.The orthometric height was determined by differential leveling and
 DF9056.adjusted in October 2008.
 DF9056
 DF9056.No vertical observational check was made to the station.
 DF9056
 DF9056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9056
 DF9056.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9056
 DF9056.The ellipsoidal height was determined by GPS observations
 DF9056.and is referenced to NAD 83.
 DF9056
 DF9056.The dynamic height is computed by dividing the NAVD 88
 DF9056.geopotential number by the normal gravity value computed on the
 DF9056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9056.degrees latitude (g = 980.6199 gals.).
 DF9056
 DF9056.The modeled gravity was interpolated from observed gravity values.
 DF9056
 DF9056. The following values were computed from the NAD 83(2007) position.
 DF9056
 DF9056;                    North         East     Units Scale Factor Converg.
 DF9056;SPC MN N     -   337,669.186   514,026.373   MT  0.99998587   -2 52 25.2
 DF9056;SPC MN N     - 1,107,836.32  1,686,434.86   sFT  0.99998587   -2 52 25.2
 DF9056;UTM  14      - 5,381,989.994   649,228.902   MT  0.99987360   +1 31 01.9
 DF9056
 DF9056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9056!SPC MN N     -   0.99996570  x   0.99998587  =   0.99995157
 DF9056!UTM  14      -   0.99996570  x   0.99987360  =   0.99983930
 DF9056
 DF9056                          SUPERSEDED SURVEY CONTROL
 DF9056
 DF9056  NAD 83(1996)-  48 34 23.58391(N)    096 58 36.94100(W) AD(       ) 1
 DF9056  ELLIP H (11/17/03)  218.902  (m)                       GP(       ) 3 2
 DF9056  NAVD 88 (11/17/03)  246.07   (m)          807.3    (f) LEVELING    3  
 DF9056
 DF9056.Superseded values are not recommended for survey control.
 DF9056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9056.See file dsdata.txt to determine how the superseded data were derived.
 DF9056
 DF9056_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4922881989(NAD 83)
 DF9056
 DF9056_MARKER: DD = SURVEY DISK
 DF9056_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9056_STAMPING: 3501 E 2002
 DF9056_MARK LOGO: MNDT  
 DF9056_PROJECTION: RECESSED 3 CENTIMETERS
 DF9056_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9056+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 DF9056_ROD/PIPE-DEPTH: 10.7 meters
 DF9056
 DF9056  HISTORY     - Date     Condition        Report By
 DF9056  HISTORY     - 2002     MONUMENTED       MNDT
 DF9056  HISTORY     - 20020813 GOOD             MNDT
 DF9056
 DF9056                          STATION DESCRIPTION
 DF9056
 DF9056'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9056'THE MARK IS 3.7 MI (6.0 KM) WEST OF DONALDSON, 3.7 MI (6.0 KM) WEST
 DF9056'ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9056'7.85, 104 FT (31.7 M) SOUTH OF SOUTH FACE OF METAL GRAIN BIN, 79 FT
 DF9056'(24.1 M) NORTH OF TH 11, 52.5 FT (16.0 M) WEST OF RD, 29 FT (8.8 M)
 DF9056'SSE OF RURAL WATER GATE VALVE, 2.4 FT (0.7 M) WEST OF WIT POST.  THE
 DF9056'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 35 FT
 DF9056'(10.7 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS RECESSED 1
 DF9056'INCH, MAGNETIC AND SUITABLE FOR GPS.
 DF9056
 DF9056                          STATION RECOVERY (2002)
 DF9056
 DF9056'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9056'THE MARK IS 3.7 MI (6.0 KM) WEST OF DONALDSON, 3.7 MI (6.0 KM) WEST
 DF9056'ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9056'7.85, 104 FT (31.7 M) SOUTH OF SOUTH FACE OF METAL GRAIN BIN, 79 FT
 DF9056'(24.1 M) NORTH OF TH 11, 52.5 FT (16.0 M) WEST OF RD, 29 FT (8.8 M)
 DF9056'SSE OF RURAL WATER GATE VALVE, 2.4 FT (0.7 M) WEST OF WIT POST.  THE
 DF9056'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 35 FT
 DF9056'(10.7 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS RECESSED 1
 DF9056'INCH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9057 ***********************************************************************
 DF9057  DESIGNATION -  3501 F
 DF9057  PID         -  DF9057
 DF9057  STATE/COUNTY-  MN/KITTSON
 DF9057  COUNTRY     -  US
 DF9057  USGS QUAD   -  DRAYTON SE (1974)
 DF9057
 DF9057                         *CURRENT SURVEY CONTROL
 DF9057  ______________________________________________________________________
 DF9057* NAD 83(2007) POSITION- 48 34 24.86265(N) 097 01 09.28526(W)   ADJUSTED  
 DF9057* NAD 83(2007) ELLIP HT-   218.389 (meters)        (07/11/08)   ADJUSTED
 DF9057* NAD 83(2007) EPOCH   -  2002.00
 DF9057* NAVD 88 ORTHO HEIGHT -   245.511  (meters)     805.48  (feet) ADJUSTED  
 DF9057  ______________________________________________________________________
 DF9057  NAD 83(2007) X  -   -516,704.026 (meters)                     COMP
 DF9057  NAD 83(2007) Y  - -4,196,562.398 (meters)                     COMP
 DF9057  NAD 83(2007) Z  -  4,759,478.579 (meters)                     COMP
 DF9057  LAPLACE CORR    -         -3.79  (seconds)                    DEFLEC09
 DF9057  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DF9057  DYNAMIC HEIGHT  -        245.571 (meters)      805.68  (feet) COMP
 DF9057  MODELED GRAVITY -    980,851.0   (mgal)                       NAVD 88
 DF9057
 DF9057  HORZ ORDER      -  FIRST
 DF9057  VERT ORDER      -  SECOND    CLASS I
 DF9057  ELLP ORDER      -  FIRST     CLASS I
 DF9057
 DF9057.The horizontal coordinates were established by GPS observations
 DF9057.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DF9057
 DF9057.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9057.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9057
 DF9057.The horizontal coordinates are valid at the epoch date displayed above
 DF9057.which is a decimal equivalence of Year/Month/Day.
 DF9057
 DF9057.The orthometric height was determined by differential leveling and
 DF9057.adjusted in October 2008.
 DF9057
 DF9057.No vertical observational check was made to the station.
 DF9057
 DF9057.Photographs are available for this station.
 DF9057
 DF9057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9057
 DF9057.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9057
 DF9057.The ellipsoidal height was determined by GPS observations
 DF9057.and is referenced to NAD 83.
 DF9057
 DF9057.The dynamic height is computed by dividing the NAVD 88
 DF9057.geopotential number by the normal gravity value computed on the
 DF9057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9057.degrees latitude (g = 980.6199 gals.).
 DF9057
 DF9057.The modeled gravity was interpolated from observed gravity values.
 DF9057
 DF9057. The following values were computed from the NAD 83(2007) position.
 DF9057
 DF9057;                    North         East     Units Scale Factor Converg.
 DF9057;SPC MN N     -   337,866.041   510,909.540   MT  0.99998595   -2 54 18.1
 DF9057;SPC MN N     - 1,108,482.17  1,676,209.05   sFT  0.99998595   -2 54 18.1
 DF9057;UTM  14      - 5,381,947.664   646,106.514   MT  0.99986227   +1 29 07.6
 DF9057
 DF9057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9057!SPC MN N     -   0.99996577  x   0.99998595  =   0.99995173
 DF9057!UTM  14      -   0.99996577  x   0.99986227  =   0.99982805
 DF9057
 DF9057                          SUPERSEDED SURVEY CONTROL
 DF9057
 DF9057  NAD 83(2007)-  48 34 24.86348(N)    097 01 09.28291(W) AD(       ) 0
 DF9057  ELLIP H (02/10/07)  218.387  (m)                       GP(       )    
 DF9057  NAD 83(1996)-  48 34 24.86334(N)    097 01 09.28317(W) AD(       ) 1
 DF9057  ELLIP H (11/17/03)  218.400  (m)                       GP(       ) 3 2
 DF9057  NAVD 88 (11/17/03)  245.51   (m)          805.5    (f) LEVELING    3  
 DF9057
 DF9057.Superseded values are not recommended for survey control.
 DF9057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9057.See file dsdata.txt to determine how the superseded data were derived.
 DF9057
 DF9057_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4610681947(NAD 83)
 DF9057
 DF9057_MARKER: DD = SURVEY DISK
 DF9057_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9057_STAMPING: 3501 F 2002
 DF9057_MARK LOGO: MNDT  
 DF9057_PROJECTION: RECESSED 30 CENTIMETERS
 DF9057_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9057+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2008
 DF9057_ROD/PIPE-DEPTH: 10.7 meters
 DF9057
 DF9057  HISTORY     - Date     Condition        Report By
 DF9057  HISTORY     - 2002     MONUMENTED       MNDT
 DF9057  HISTORY     - 20020813 GOOD             MNDT
 DF9057  HISTORY     - 20070905 GOOD             MNDT
 DF9057  HISTORY     - 20070905 GOOD             MNDT
 DF9057  HISTORY     - 20080325 GOOD             MNDT
 DF9057
 DF9057                          STATION DESCRIPTION
 DF9057
 DF9057'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9057'THE MARK IS 5.65 MI (9.09 KM) WEST OF DONALDSON, 5.65 MI (9.09 KM)
 DF9057'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9057'5.90, 95.5 FT (29.1 M) NORTH OF TH 11, 42.5 FT (13.0 M) WEST OF RD,
 DF9057'2.5 FT (0.8 M) NORTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF9057'CONTROL MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ROD WITH A 3
 DF9057'FT (0.9 M) STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE
 DF9057'FOR GPS.
 DF9057
 DF9057                          STATION RECOVERY (2002)
 DF9057
 DF9057'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9057'THE MARK IS 5.65 MI (9.09 KM) WEST OF DONALDSON, 5.65 MI (9.09 KM)
 DF9057'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9057'5.90, 95.5 FT (29.1 M) NORTH OF TH 11, 42.5 FT (13.0 M) WEST OF RD,
 DF9057'2.5 FT (0.8 M) NORTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF9057'CONTROL MARK DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN ROD WITH A 3
 DF9057'FT (0.9 M) STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE
 DF9057'FOR GPS.
 DF9057
 DF9057                          STATION RECOVERY (2007)
 DF9057
 DF9057'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF9057'5.65 MILES WEST OF DONALDSON, 5.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9057'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9057'AT TRUNK HIGHWAY 11 MILEPOINT 5.90, 95.5 FEET NORTH OF TRUNK HIGHWAY
 DF9057'11, 42.5 FEET WEST OF ROAD, 1.0 FEET NORTH OF WITNESS POST.
 DF9057
 DF9057                          STATION RECOVERY (2007)
 DF9057
 DF9057'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJA)
 DF9057'5.65 MILES WEST OF DONALDSON, 5.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9057'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9057'AT TRUNK HIGHWAY 11 MILE POINT 5.90, 95.5 FEET NORTH OF TRUNK HIGHWAY
 DF9057'11, 42.5 FEET WEST OF ROAD, 1.0 FEET NORTH OF WITNESS POST.
 DF9057
 DF9057                          STATION RECOVERY (2008)
 DF9057
 DF9057'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPX)
 DF9057'5.65 MILES WEST OF DONALDSON, 5.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9057'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9057'AT TRUNK HIGHWAY 11 MILEPOINT 5.90, 95.5 FEET NORTH OF TRUNK HIGHWAY
 DF9057'11, 42.5 FEET WEST OF ROAD, 1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9058 ***********************************************************************
 DF9058  DESIGNATION -  3501 G
 DF9058  PID         -  DF9058
 DF9058  STATE/COUNTY-  MN/KITTSON
 DF9058  COUNTRY     -  US
 DF9058  USGS QUAD   -  DRAYTON SE (1974)
 DF9058
 DF9058                         *CURRENT SURVEY CONTROL
 DF9058  ______________________________________________________________________
 DF9058* NAD 83(2007) POSITION- 48 34 22.76114(N) 097 02 27.44993(W)   ADJUSTED  
 DF9058* NAD 83(2007) ELLIP HT-   217.087 (meters)        (02/10/07)   ADJUSTED
 DF9058* NAD 83(2007) EPOCH   -  2002.00
 DF9058* NAVD 88 ORTHO HEIGHT -   244.184  (meters)     801.13  (feet) ADJUSTED  
 DF9058  ______________________________________________________________________
 DF9058  NAD 83(2007) X  -   -518,300.150 (meters)                     COMP
 DF9058  NAD 83(2007) Y  - -4,196,413.742 (meters)                     COMP
 DF9058  NAD 83(2007) Z  -  4,759,434.650 (meters)                     COMP
 DF9058  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC09
 DF9058  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DF9058  DYNAMIC HEIGHT  -        244.245 (meters)      801.33  (feet) COMP
 DF9058  MODELED GRAVITY -    980,851.5   (mgal)                       NAVD 88
 DF9058
 DF9058  VERT ORDER      -  SECOND    CLASS I
 DF9058
 DF9058  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9058  Type                                         Horiz  Ellip  Dist(km)
 DF9058  -------------------------------------------------------------------
 DF9058  NETWORK                                       0.66   0.65
 DF9058  -------------------------------------------------------------------
 DF9058  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.29      2.08
 DF9058  -------------------------------------------------------------------
 DF9058  NOTE: Click here for information on individual local accuracy
 DF9058  values and other accuracy information.
 DF9058
 DF9058
 DF9058.The horizontal coordinates were established by GPS observations
 DF9058.and adjusted by the National Geodetic Survey in February 2007.
 DF9058
 DF9058.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9058.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9058
 DF9058.The horizontal coordinates are valid at the epoch date displayed above
 DF9058.which is a decimal equivalence of Year/Month/Day.
 DF9058
 DF9058.The orthometric height was determined by differential leveling and
 DF9058.adjusted in October 2008.
 DF9058
 DF9058.No vertical observational check was made to the station.
 DF9058
 DF9058.Photographs are available for this station.
 DF9058
 DF9058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9058
 DF9058.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9058
 DF9058.The ellipsoidal height was determined by GPS observations
 DF9058.and is referenced to NAD 83.
 DF9058
 DF9058.The dynamic height is computed by dividing the NAVD 88
 DF9058.geopotential number by the normal gravity value computed on the
 DF9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9058.degrees latitude (g = 980.6199 gals.).
 DF9058
 DF9058.The modeled gravity was interpolated from observed gravity values.
 DF9058
 DF9058. The following values were computed from the NAD 83(2007) position.
 DF9058
 DF9058;                    North         East     Units Scale Factor Converg.
 DF9058;SPC MN N     -   337,882.639   509,306.071   MT  0.99998582   -2 55 16.0
 DF9058;SPC MN N     - 1,108,536.62  1,670,948.33   sFT  0.99998582   -2 55 16.0
 DF9058;UTM  14      - 5,381,841.478   644,506.682   MT  0.99985656   +1 28 08.9
 DF9058
 DF9058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9058!SPC MN N     -   0.99996598  x   0.99998582  =   0.99995180
 DF9058!UTM  14      -   0.99996598  x   0.99985656  =   0.99982254
 DF9058
 DF9058                          SUPERSEDED SURVEY CONTROL
 DF9058
 DF9058  NAD 83(1996)-  48 34 22.76100(N)    097 02 27.45019(W) AD(       ) 1
 DF9058  ELLIP H (11/17/03)  217.103  (m)                       GP(       ) 3 2
 DF9058  NAVD 88 (11/17/03)  244.19   (m)          801.1    (f) LEVELING    3  
 DF9058
 DF9058.Superseded values are not recommended for survey control.
 DF9058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9058.See file dsdata.txt to determine how the superseded data were derived.
 DF9058
 DF9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4450681841(NAD 83)
 DF9058
 DF9058_MARKER: DD = SURVEY DISK
 DF9058_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9058_STAMPING: 3501 G 2002
 DF9058_MARK LOGO: MNDT  
 DF9058_PROJECTION: RECESSED 5 CENTIMETERS
 DF9058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9058+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 DF9058_ROD/PIPE-DEPTH:  7.6 meters
 DF9058
 DF9058  HISTORY     - Date     Condition        Report By
 DF9058  HISTORY     - 2002     MONUMENTED       MNDT
 DF9058  HISTORY     - 20020813 GOOD             MNDT
 DF9058  HISTORY     - 20070608 GOOD             MNDT
 DF9058  HISTORY     - 20070905 GOOD             MNDT
 DF9058
 DF9058                          STATION DESCRIPTION
 DF9058
 DF9058'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9058'THE MARK IS 6.65 MI (10.70 KM) WEST OF DONALDSON, 6.65 MI (10.70 KM)
 DF9058'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9058'4.9, 155.6 FT (47.4 M) SOUTH OF TH 11, 80.8 FT (24.6 M) SSE OF GUYED
 DF9058'P-POLE, 34.5 FT (10.5 M) WEST OF RD, 2.8 FT (0.9 M) NORTH OF WIT POST.
 DF9058'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF9058'25 FT (7.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS
 DF9058'RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.
 DF9058
 DF9058                          STATION RECOVERY (2002)
 DF9058
 DF9058'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9058'THE MARK IS 6.65 MI (10.70 KM) WEST OF DONALDSON, 6.65 MI (10.70 KM)
 DF9058'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9058'4.9, 155.6 FT (47.4 M) SOUTH OF TH 11, 80.8 FT (24.6 M) SSE OF GUYED
 DF9058'P-POLE, 34.5 FT (10.5 M) WEST OF RD, 2.8 FT (0.9 M) NORTH OF WIT POST.
 DF9058'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF9058'25 FT (7.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS
 DF9058'RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.
 DF9058
 DF9058                          STATION RECOVERY (2007)
 DF9058
 DF9058'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJA)
 DF9058'6.65 MILES WEST OF DONALDSON, 6.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9058'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9058'AT TRUNK HIGHWAY 11 MILEPOINT 4.9, 155.6 FEET SOUTH OF TRUNK HIGHWAY
 DF9058'11, 80.8 FEET SOUTH-SOUTHEAST OF GUYED POWER POLE, 34.5 FEET WEST OF
 DF9058'ROAD, 2.8 FEET NORTH OF WITNESS POST.
 DF9058
 DF9058                          STATION RECOVERY (2007)
 DF9058
 DF9058'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF9058'6.65 MILES WEST OF DONALDSON, 6.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9058'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9058'AT TRUNK HIGHWAY 11 MILEPOINT 4.9, 155.6 FEET SOUTH OF TRUNK HIGHWAY
 DF9058'11, 80.8 FEET SOUTH-SOUTHEAST OF GUYED POWER POLE, 34.5 FEET WEST OF
 DF9058'ROAD, 2.8 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9059 ***********************************************************************
 DF9059  DESIGNATION -  3501 H
 DF9059  PID         -  DF9059
 DF9059  STATE/COUNTY-  MN/KITTSON
 DF9059  COUNTRY     -  US
 DF9059  USGS QUAD   -  DRAYTON SE (1974)
 DF9059
 DF9059                         *CURRENT SURVEY CONTROL
 DF9059  ______________________________________________________________________
 DF9059* NAD 83(2007) POSITION- 48 34 23.68257(N) 097 05 04.72818(W)   ADJUSTED  
 DF9059* NAD 83(2007) ELLIP HT-   216.704 (meters)        (02/10/07)   ADJUSTED
 DF9059* NAD 83(2007) EPOCH   -  2002.00
 DF9059* NAVD 88 ORTHO HEIGHT -   243.733  (meters)     799.65  (feet) ADJUSTED  
 DF9059  ______________________________________________________________________
 DF9059  NAD 83(2007) X  -   -521,497.128 (meters)                     COMP
 DF9059  NAD 83(2007) Y  - -4,195,995.885 (meters)                     COMP
 DF9059  NAD 83(2007) Z  -  4,759,453.196 (meters)                     COMP
 DF9059  LAPLACE CORR    -         -5.54  (seconds)                    DEFLEC09
 DF9059  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DF9059  DYNAMIC HEIGHT  -        243.793 (meters)      799.84  (feet) COMP
 DF9059  MODELED GRAVITY -    980,852.9   (mgal)                       NAVD 88
 DF9059
 DF9059  VERT ORDER      -  SECOND    CLASS I
 DF9059
 DF9059  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9059  Type                                         Horiz  Ellip  Dist(km)
 DF9059  -------------------------------------------------------------------
 DF9059  NETWORK                                       0.61   0.61
 DF9059  -------------------------------------------------------------------
 DF9059  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.25      1.95
 DF9059  -------------------------------------------------------------------
 DF9059  NOTE: Click here for information on individual local accuracy
 DF9059  values and other accuracy information.
 DF9059
 DF9059
 DF9059.The horizontal coordinates were established by GPS observations
 DF9059.and adjusted by the National Geodetic Survey in February 2007.
 DF9059
 DF9059.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9059.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9059
 DF9059.The horizontal coordinates are valid at the epoch date displayed above
 DF9059.which is a decimal equivalence of Year/Month/Day.
 DF9059
 DF9059.The orthometric height was determined by differential leveling and
 DF9059.adjusted in October 2008.
 DF9059
 DF9059.No vertical observational check was made to the station.
 DF9059
 DF9059.Photographs are available for this station.
 DF9059
 DF9059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9059
 DF9059.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9059
 DF9059.The ellipsoidal height was determined by GPS observations
 DF9059.and is referenced to NAD 83.
 DF9059
 DF9059.The dynamic height is computed by dividing the NAVD 88
 DF9059.geopotential number by the normal gravity value computed on the
 DF9059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9059.degrees latitude (g = 980.6199 gals.).
 DF9059
 DF9059.The modeled gravity was interpolated from observed gravity values.
 DF9059
 DF9059. The following values were computed from the NAD 83(2007) position.
 DF9059
 DF9059;                    North         East     Units Scale Factor Converg.
 DF9059;SPC MN N     -   338,076.269   506,087.822   MT  0.99998588   -2 57 12.6
 DF9059;SPC MN N     - 1,109,171.89  1,660,389.80   sFT  0.99998588   -2 57 12.6
 DF9059;UTM  14      - 5,381,788.203   641,283.488   MT  0.99984524   +1 26 10.9
 DF9059
 DF9059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9059!SPC MN N     -   0.99996604  x   0.99998588  =   0.99995192
 DF9059!UTM  14      -   0.99996604  x   0.99984524  =   0.99981128
 DF9059
 DF9059                          SUPERSEDED SURVEY CONTROL
 DF9059
 DF9059  NAD 83(1996)-  48 34 23.68246(N)    097 05 04.72837(W) AD(       ) 1
 DF9059  ELLIP H (11/17/03)  216.723  (m)                       GP(       ) 3 2
 DF9059  NAVD 88 (11/17/03)  243.73   (m)          799.6    (f) LEVELING    3  
 DF9059
 DF9059.Superseded values are not recommended for survey control.
 DF9059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9059.See file dsdata.txt to determine how the superseded data were derived.
 DF9059
 DF9059_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4128381788(NAD 83)
 DF9059
 DF9059_MARKER: DD = SURVEY DISK
 DF9059_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9059_STAMPING: 3501 H 2002
 DF9059_MARK LOGO: MNDT  
 DF9059_PROJECTION: RECESSED 5 CENTIMETERS
 DF9059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9059+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2008
 DF9059_ROD/PIPE-DEPTH:  9.1 meters
 DF9059
 DF9059  HISTORY     - Date     Condition        Report By
 DF9059  HISTORY     - 2002     MONUMENTED       MNDT
 DF9059  HISTORY     - 20020813 GOOD             MNDT
 DF9059  HISTORY     - 20070905 GOOD             MNDT
 DF9059  HISTORY     - 20080325 GOOD             MNDT
 DF9059
 DF9059                          STATION DESCRIPTION
 DF9059
 DF9059'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9059'THE MARK IS 8.65 MI (13.92 KM) WEST OF DONALDSON, 8.65 MI (13.92 KM)
 DF9059'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9059'2.90, 1 MI (1.6 KM) EAST OF TH 220, 64.5 FT (19.7 M) NORTH OF TH 11,
 DF9059'48.5 FT (14.8 M) WEST OF RD, 10 FT (3.0 M) SSW OF R/W POST, 2.6 FT
 DF9059'(0.8 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF9059'MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DF9059'STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DF9059
 DF9059                          STATION RECOVERY (2002)
 DF9059
 DF9059'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9059'THE MARK IS 8.65 MI (13.92 KM) WEST OF DONALDSON, 8.65 MI (13.92 KM)
 DF9059'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9059'2.90, 1 MI (1.6 KM) EAST OF TH 220, 64.5 FT (19.7 M) NORTH OF TH 11,
 DF9059'48.5 FT (14.8 M) WEST OF RD, 10 FT (3.0 M) SSW OF R/W POST, 2.6 FT
 DF9059'(0.8 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF9059'MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DF9059'STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DF9059
 DF9059                          STATION RECOVERY (2007)
 DF9059
 DF9059'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF9059'8.65 MILES WEST OF DONALDSON, 8.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9059'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9059'AT TRUNK HIGHWAY 11 MILEPOINT 2.90, 1.0 MILES EAST OF TRUNK HIGHWAY
 DF9059'220, 64.5 FEET NORTH OF TRUNK HIGHWAY 11, 48.5 FEET WEST OF ROAD, 10
 DF9059'FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 2.6 FEET SOUTH OF WITNESS
 DF9059'POST.
 DF9059
 DF9059                          STATION RECOVERY (2008)
 DF9059
 DF9059'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPX)
 DF9059'8.65 MILES WEST OF DONALDSON, 8.65 MILES WEST ALONG TRUNK HIGHWAY 11
 DF9059'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DF9059'AT TRUNK HIGHWAY 11 MILEPOINT 2.90, 1.0 MILE EAST OF TRUNK HIGHWAY
 DF9059'220, 64.5 FEET NORTH OF TRUNK HIGHWAY 11, 48.5 FEET WEST OF ROAD, 10
 DF9059'FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 2.6 FEET SOUTH OF WITNESS
 DF9059'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9060 ***********************************************************************
 DF9060  DESIGNATION -  3501 J
 DF9060  PID         -  DF9060
 DF9060  STATE/COUNTY-  MN/KITTSON
 DF9060  COUNTRY     -  US
 DF9060  USGS QUAD   -  DRAYTON SE (1974)
 DF9060
 DF9060                         *CURRENT SURVEY CONTROL
 DF9060  ______________________________________________________________________
 DF9060* NAD 83(2007) POSITION- 48 34 24.16890(N) 097 06 23.98835(W)   ADJUSTED  
 DF9060* NAD 83(2007) ELLIP HT-   216.550 (meters)        (02/10/07)   ADJUSTED
 DF9060* NAD 83(2007) EPOCH   -  2002.00
 DF9060* NAVD 88 ORTHO HEIGHT -   243.544  (meters)     799.03  (feet) ADJUSTED  
 DF9060  ______________________________________________________________________
 DF9060  NAD 83(2007) X  -   -523,108.054 (meters)                     COMP
 DF9060  NAD 83(2007) Y  - -4,195,783.904 (meters)                     COMP
 DF9060  NAD 83(2007) Z  -  4,759,463.021 (meters)                     COMP
 DF9060  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC09
 DF9060  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DF9060  DYNAMIC HEIGHT  -        243.605 (meters)      799.23  (feet) COMP
 DF9060  MODELED GRAVITY -    980,854.0   (mgal)                       NAVD 88
 DF9060
 DF9060  VERT ORDER      -  SECOND    CLASS I
 DF9060
 DF9060  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9060  Type                                         Horiz  Ellip  Dist(km)
 DF9060  -------------------------------------------------------------------
 DF9060  NETWORK                                       0.60   0.61
 DF9060  -------------------------------------------------------------------
 DF9060  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.44   0.25      2.25
 DF9060  -------------------------------------------------------------------
 DF9060  NOTE: Click here for information on individual local accuracy
 DF9060  values and other accuracy information.
 DF9060
 DF9060
 DF9060.The horizontal coordinates were established by GPS observations
 DF9060.and adjusted by the National Geodetic Survey in February 2007.
 DF9060
 DF9060.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9060.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9060
 DF9060.The horizontal coordinates are valid at the epoch date displayed above
 DF9060.which is a decimal equivalence of Year/Month/Day.
 DF9060
 DF9060.The orthometric height was determined by differential leveling and
 DF9060.adjusted in October 2008.
 DF9060
 DF9060.No vertical observational check was made to the station.
 DF9060
 DF9060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9060
 DF9060.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9060
 DF9060.The ellipsoidal height was determined by GPS observations
 DF9060.and is referenced to NAD 83.
 DF9060
 DF9060.The dynamic height is computed by dividing the NAVD 88
 DF9060.geopotential number by the normal gravity value computed on the
 DF9060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9060.degrees latitude (g = 980.6199 gals.).
 DF9060
 DF9060.The modeled gravity was interpolated from observed gravity values.
 DF9060
 DF9060. The following values were computed from the NAD 83(2007) position.
 DF9060
 DF9060;                    North         East     Units Scale Factor Converg.
 DF9060;SPC MN N     -   338,175.215   504,466.072   MT  0.99998591   -2 58 11.3
 DF9060;SPC MN N     - 1,109,496.52  1,655,069.10   sFT  0.99998591   -2 58 11.3
 DF9060;UTM  14      - 5,381,762.732   639,659.156   MT  0.99983964   +1 25 11.5
 DF9060
 DF9060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9060!SPC MN N     -   0.99996606  x   0.99998591  =   0.99995197
 DF9060!UTM  14      -   0.99996606  x   0.99983964  =   0.99980571
 DF9060
 DF9060                          SUPERSEDED SURVEY CONTROL
 DF9060
 DF9060  NAD 83(1996)-  48 34 24.16879(N)    097 06 23.98852(W) AD(       ) 1
 DF9060  ELLIP H (11/17/03)  216.571  (m)                       GP(       ) 3 2
 DF9060  NAVD 88 (11/17/03)  243.55   (m)          799.0    (f) LEVELING    3  
 DF9060
 DF9060.Superseded values are not recommended for survey control.
 DF9060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9060.See file dsdata.txt to determine how the superseded data were derived.
 DF9060
 DF9060_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3965981762(NAD 83)
 DF9060
 DF9060_MARKER: DD = SURVEY DISK
 DF9060_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9060_STAMPING: 3501 J 2002
 DF9060_MARK LOGO: MNDT  
 DF9060_PROJECTION: RECESSED 5 CENTIMETERS
 DF9060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9060+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 DF9060_ROD/PIPE-DEPTH: 12.2 meters
 DF9060
 DF9060  HISTORY     - Date     Condition        Report By
 DF9060  HISTORY     - 2002     MONUMENTED       MNDT
 DF9060  HISTORY     - 20020813 GOOD             MNDT
 DF9060  HISTORY     - 20060314 GOOD             INDIV
 DF9060
 DF9060                          STATION DESCRIPTION
 DF9060
 DF9060'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9060'THE MARK IS 9.65 MI (15.53 KM) WEST OF DONALDSON, 9.65 MI (15.53 KM)
 DF9060'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9060'1.9, 121.5 FT (37.0 M) NORTH OF TH 11, 63.9 FT (19.5 M) WEST OF CO RD,
 DF9060'41 FT (12.5 M) SSW OF P-POLE, 30 FT (9.1 M) SSW OF POWER JCT BOX, 3 FT
 DF9060'(0.9 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF9060'MARK DISK SET ON TOP OF A 40 FT (12.2 M) DRIVEN ROD WITH A 3 FT (0.9
 DF9060'M) STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DF9060'
 DF9060
 DF9060                          STATION RECOVERY (2002)
 DF9060
 DF9060'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9060'THE MARK IS 9.65 MI (15.53 KM) WEST OF DONALDSON, 9.65 MI (15.53 KM)
 DF9060'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9060'1.9, 121.5 FT (37.0 M) NORTH OF TH 11, 63.9 FT (19.5 M) WEST OF CO RD,
 DF9060'41 FT (12.5 M) SSW OF P-POLE, 30 FT (9.1 M) SSW OF POWER JCT BOX, 3 FT
 DF9060'(0.9 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF9060'MARK DISK SET ON TOP OF A 40 FT (12.2 M) DRIVEN ROD WITH A 3 FT (0.9
 DF9060'M) STABILIZER FIN IS RECESSED 2 INCHES, MAGNETIC AND SUITABLE FOR GPS.
 DF9060
 DF9060                          STATION RECOVERY (2006)
 DF9060
 DF9060'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MPF)
 DF9060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9061 ***********************************************************************
 DF9061  DESIGNATION -  3501 K
 DF9061  PID         -  DF9061
 DF9061  STATE/COUNTY-  MN/KITTSON
 DF9061  COUNTRY     -  US
 DF9061  USGS QUAD   -  DRAYTON (1979)
 DF9061
 DF9061                         *CURRENT SURVEY CONTROL
 DF9061  ______________________________________________________________________
 DF9061* NAD 83(2007) POSITION- 48 34 20.10912(N) 097 08 45.55907(W)   ADJUSTED  
 DF9061* NAD 83(2007) ELLIP HT-   214.768 (meters)        (02/10/07)   ADJUSTED
 DF9061* NAD 83(2007) EPOCH   -  2002.00
 DF9061* NAVD 88 ORTHO HEIGHT -   241.693  (meters)     792.95  (feet) ADJUSTED  
 DF9061  ______________________________________________________________________
 DF9061  NAD 83(2007) X  -   -525,999.275 (meters)                     COMP
 DF9061  NAD 83(2007) Y  - -4,195,516.008 (meters)                     COMP
 DF9061  NAD 83(2007) Z  -  4,759,378.706 (meters)                     COMP
 DF9061  LAPLACE CORR    -         -5.94  (seconds)                    DEFLEC09
 DF9061  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DF9061  DYNAMIC HEIGHT  -        241.754 (meters)      793.15  (feet) COMP
 DF9061  MODELED GRAVITY -    980,856.3   (mgal)                       NAVD 88
 DF9061
 DF9061  VERT ORDER      -  SECOND    CLASS I
 DF9061
 DF9061  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9061  Type                                         Horiz  Ellip  Dist(km)
 DF9061  -------------------------------------------------------------------
 DF9061  NETWORK                                       0.67   0.63
 DF9061  -------------------------------------------------------------------
 DF9061  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.45   0.24      0.75
 DF9061  -------------------------------------------------------------------
 DF9061  NOTE: Click here for information on individual local accuracy
 DF9061  values and other accuracy information.
 DF9061
 DF9061
 DF9061.The horizontal coordinates were established by GPS observations
 DF9061.and adjusted by the National Geodetic Survey in February 2007.
 DF9061
 DF9061.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9061.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9061
 DF9061.The horizontal coordinates are valid at the epoch date displayed above
 DF9061.which is a decimal equivalence of Year/Month/Day.
 DF9061
 DF9061.The orthometric height was determined by differential leveling and
 DF9061.adjusted in October 2008.
 DF9061
 DF9061.No vertical observational check was made to the station.
 DF9061
 DF9061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9061
 DF9061.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9061
 DF9061.The ellipsoidal height was determined by GPS observations
 DF9061.and is referenced to NAD 83.
 DF9061
 DF9061.The dynamic height is computed by dividing the NAVD 88
 DF9061.geopotential number by the normal gravity value computed on the
 DF9061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9061.degrees latitude (g = 980.6199 gals.).
 DF9061
 DF9061.The modeled gravity was interpolated from observed gravity values.
 DF9061
 DF9061. The following values were computed from the NAD 83(2007) position.
 DF9061
 DF9061;                    North         East     Units Scale Factor Converg.
 DF9061;SPC MN N     -   338,201.072   501,561.497   MT  0.99998566   -2 59 56.3
 DF9061;SPC MN N     - 1,109,581.35  1,645,539.68   sFT  0.99998566   -2 59 56.3
 DF9061;UTM  14      - 5,381,566.238   636,761.560   MT  0.99982980   +1 23 25.2
 DF9061
 DF9061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9061!SPC MN N     -   0.99996634  x   0.99998566  =   0.99995200
 DF9061!UTM  14      -   0.99996634  x   0.99982980  =   0.99979615
 DF9061
 DF9061                          SUPERSEDED SURVEY CONTROL
 DF9061
 DF9061  NAD 83(1996)-  48 34 20.10904(N)    097 08 45.55926(W) AD(       ) 1
 DF9061  ELLIP H (11/17/03)  214.791  (m)                       GP(       ) 3 2
 DF9061  NAVD 88 (11/17/03)  241.70   (m)          793.0    (f) LEVELING    3  
 DF9061
 DF9061.Superseded values are not recommended for survey control.
 DF9061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9061.See file dsdata.txt to determine how the superseded data were derived.
 DF9061
 DF9061_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU3676181566(NAD 83)
 DF9061
 DF9061_MARKER: DD = SURVEY DISK
 DF9061_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9061_STAMPING: 3501 K 2002
 DF9061_MARK LOGO: MNDT  
 DF9061_PROJECTION: FLUSH
 DF9061_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9061+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 DF9061_ROD/PIPE-DEPTH:  9.1 meters
 DF9061
 DF9061  HISTORY     - Date     Condition        Report By
 DF9061  HISTORY     - 2002     MONUMENTED       MNDT
 DF9061  HISTORY     - 20020813 GOOD             MNDT
 DF9061
 DF9061                          STATION DESCRIPTION
 DF9061
 DF9061'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF9061'THE MARK IS 11.4 MI (18.3 KM) WEST OF DONALDSON, 11.4 MI (18.3 KM)
 DF9061'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9061'0.1, 0.1 MI (0.2 KM) EAST OF RED RIVER, 252 FT (76.8 M) SOUTH OF TH
 DF9061'11, 66.4 FT (20.2 M) WEST OF CO RD 18, 2 FT (0.6 M) EAST OF WIT POST.
 DF9061'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF9061'30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS FLUSH,
 DF9061'MAGNETIC AND SUITABLE FOR GPS.
 DF9061
 DF9061                          STATION RECOVERY (2002)
 DF9061
 DF9061'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF9061'THE MARK IS 11.4 MI (18.3 KM) WEST OF DONALDSON, 11.4 MI (18.3 KM)
 DF9061'WEST ALONG TH 11 FROM JCT OF TH 11 AND TH 75 IN DONALDSON, AT TH 11 MP
 DF9061'0.1, 0.1 MI (0.2 KM) EAST OF RED RIVER, 252 FT (76.8 M) SOUTH OF TH
 DF9061'11, 66.4 FT (20.2 M) WEST OF CO RD 18, 2 FT (0.6 M) EAST OF WIT POST.
 DF9061'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF9061'30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS FLUSH,
 DF9061'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5309 ***********************************************************************
 DG5309  DESIGNATION -  3502 A
 DG5309  PID         -  DG5309
 DG5309  STATE/COUNTY-  MN/KITTSON
 DG5309  COUNTRY     -  US
 DG5309  USGS QUAD   -  KENNEDY SE (1974)
 DG5309
 DG5309                         *CURRENT SURVEY CONTROL
 DG5309  ______________________________________________________________________
 DG5309* NAD 83(1986) POSITION- 48 34 20.5    (N) 096 47 24.9    (W)   HD_HELD2  
 DG5309* NAVD 88 ORTHO HEIGHT -   262.992  (meters)     862.83  (feet) ADJUSTED  
 DG5309  ______________________________________________________________________
 DG5309  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DG5309  DYNAMIC HEIGHT  -        263.056 (meters)      863.04  (feet) COMP
 DG5309  MODELED GRAVITY -    980,845.0   (mgal)                       NAVD 88
 DG5309
 DG5309  VERT ORDER      -  SECOND    CLASS I
 DG5309
 DG5309.The horizontal coordinates were established by autonomous hand held GPS
 DG5309.observations and have an estimated accuracy of +/- 10 meters.
 DG5309.
 DG5309.The orthometric height was determined by differential leveling and
 DG5309.adjusted in October 2008.
 DG5309
 DG5309.No vertical observational check was made to the station.
 DG5309
 DG5309.Photographs are available for this station.
 DG5309
 DG5309.The dynamic height is computed by dividing the NAVD 88
 DG5309.geopotential number by the normal gravity value computed on the
 DG5309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5309.degrees latitude (g = 980.6199 gals.).
 DG5309
 DG5309.The modeled gravity was interpolated from observed gravity values.
 DG5309
 DG5309;                    North         East    Units  Estimated Accuracy
 DG5309;SPC MN N     -   336,900.      527,781.      MT  (+/- 10 meters HH2 GPS)
 DG5309
 DG5309                          SUPERSEDED SURVEY CONTROL
 DG5309
 DG5309.No superseded survey control is available for this station.
 DG5309
 DG5309_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6300082276(NAD 83)
 DG5309
 DG5309_MARKER: DD = SURVEY DISK
 DG5309_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5309_STAMPING: 3502 A 2003
 DG5309_MARK LOGO: MNDT  
 DG5309_PROJECTION: FLUSH
 DG5309_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5309+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5309_ROD/PIPE-DEPTH:  6.7 meters
 DG5309
 DG5309  HISTORY     - Date     Condition        Report By
 DG5309  HISTORY     - 2003     MONUMENTED       MNDT
 DG5309
 DG5309                          STATION DESCRIPTION
 DG5309
 DG5309'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG5309'THE MARK IS 4.7 MILES (7.6 KM) EAST OF DONALDSON, 4.9 MILES (7.9 KM)
 DG5309'EAST ALONG TRUNK HIGHWAY 11 FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND
 DG5309'TRUNK HIGHWAY 75 IN DONALDSON, AT TRUNK HIGHWAY 11 MILEPOINT 16.4,
 DG5309'63.7 FEET (19.4 M) SOUTH OF TRUNK HIGHWAY 11, 11.2 FEET (3.4 M) EAST
 DG5309'OF ENTRANCE, 2.9 FEET (0.9 M) WEST OF WITNESS POST.  THE MARK, A
 DG5309'STANDARD STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DG5309'CONTROL MARK DISK SET ON TOP OF A 22 FOOT (6.7 M) DRIVEN ALUMINUM ROD
 DG5309'WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE
 DG5309'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5308 ***********************************************************************
 DG5308  DESIGNATION -  3502 B
 DG5308  PID         -  DG5308
 DG5308  STATE/COUNTY-  MN/KITTSON
 DG5308  COUNTRY     -  US
 DG5308  USGS QUAD   -  KENNEDY SE (1974)
 DG5308
 DG5308                         *CURRENT SURVEY CONTROL
 DG5308  ______________________________________________________________________
 DG5308* NAD 83(1986) POSITION- 48 34 21.6    (N) 096 47 54.9    (W)   HD_HELD2  
 DG5308* NAVD 88 ORTHO HEIGHT -   262.127  (meters)     860.00  (feet) ADJUSTED  
 DG5308  ______________________________________________________________________
 DG5308  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DG5308  DYNAMIC HEIGHT  -        262.191 (meters)      860.21  (feet) COMP
 DG5308  MODELED GRAVITY -    980,845.5   (mgal)                       NAVD 88
 DG5308
 DG5308  VERT ORDER      -  SECOND    CLASS I
 DG5308
 DG5308.The horizontal coordinates were established by autonomous hand held GPS
 DG5308.observations and have an estimated accuracy of +/- 10 meters.
 DG5308.
 DG5308.The orthometric height was determined by differential leveling and
 DG5308.adjusted in October 2008.
 DG5308
 DG5308.No vertical observational check was made to the station.
 DG5308
 DG5308.Photographs are available for this station.
 DG5308
 DG5308.The dynamic height is computed by dividing the NAVD 88
 DG5308.geopotential number by the normal gravity value computed on the
 DG5308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5308.degrees latitude (g = 980.6199 gals.).
 DG5308
 DG5308.The modeled gravity was interpolated from observed gravity values.
 DG5308
 DG5308;                    North         East    Units  Estimated Accuracy
 DG5308;SPC MN N     -   336,963.      527,168.      MT  (+/- 10 meters HH2 GPS)
 DG5308
 DG5308                          SUPERSEDED SURVEY CONTROL
 DG5308
 DG5308.No superseded survey control is available for this station.
 DG5308
 DG5308_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6238582292(NAD 83)
 DG5308
 DG5308_MARKER: DD = SURVEY DISK
 DG5308_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5308_STAMPING: 3502 B 2003
 DG5308_MARK LOGO: MNDT  
 DG5308_PROJECTION: RECESSED 5 CENTIMETERS
 DG5308_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5308+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5308_ROD/PIPE-DEPTH:  6.1 meters
 DG5308
 DG5308  HISTORY     - Date     Condition        Report By
 DG5308  HISTORY     - 2003     MONUMENTED       MNDT
 DG5308
 DG5308                          STATION DESCRIPTION
 DG5308
 DG5308'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG5308'THE MARK IS 4.3 MILES (6.9 KM) EAST OF DONALDSON, 4.35 MILES (7.00 KM)
 DG5308'EAST ALONG TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND
 DG5308'TRUNK HIGHWAY 75 IN DONALDSON, AT TRUNK HIGHWAY 11 MILEPOINT 16.05,
 DG5308'59.5 FEET (18.1 M) NORTH OF TRUNK HIGHWAY 11, 13.2 FEET (4.0 M) EAST
 DG5308'OF FIELD ENTRANCE, 4.0 FEET (1.2 M) WEST OF WITNESS POST.  THE MARK, A
 DG5308'STANDARD STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC
 DG5308'CONTROL MARK DISK SET ON TOP OF A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD
 DG5308'WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, RECESSED 2 INCHES, MAGNETIC,
 DG5308'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5307 ***********************************************************************
 DG5307  DESIGNATION -  3502 C
 DG5307  PID         -  DG5307
 DG5307  STATE/COUNTY-  MN/KITTSON
 DG5307  COUNTRY     -  US
 DG5307  USGS QUAD   -  KENNEDY SE (1974)
 DG5307
 DG5307                         *CURRENT SURVEY CONTROL
 DG5307  ______________________________________________________________________
 DG5307* NAD 83(1986) POSITION- 48 34 22.3    (N) 096 49 15.7    (W)   HD_HELD2  
 DG5307* NAVD 88 ORTHO HEIGHT -   259.097  (meters)     850.05  (feet) ADJUSTED  
 DG5307  ______________________________________________________________________
 DG5307  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 DG5307  DYNAMIC HEIGHT  -        259.160 (meters)      850.26  (feet) COMP
 DG5307  MODELED GRAVITY -    980,846.6   (mgal)                       NAVD 88
 DG5307
 DG5307  VERT ORDER      -  SECOND    CLASS I
 DG5307
 DG5307.The horizontal coordinates were established by autonomous hand held GPS
 DG5307.observations and have an estimated accuracy of +/- 10 meters.
 DG5307.
 DG5307.The orthometric height was determined by differential leveling and
 DG5307.adjusted in October 2008.
 DG5307
 DG5307.No vertical observational check was made to the station.
 DG5307
 DG5307.Photographs are available for this station.
 DG5307
 DG5307.The dynamic height is computed by dividing the NAVD 88
 DG5307.geopotential number by the normal gravity value computed on the
 DG5307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5307.degrees latitude (g = 980.6199 gals.).
 DG5307
 DG5307.The modeled gravity was interpolated from observed gravity values.
 DG5307
 DG5307;                    North         East    Units  Estimated Accuracy
 DG5307;SPC MN N     -   337,064.      525,515.      MT  (+/- 10 meters HH2 GPS)
 DG5307
 DG5307                          SUPERSEDED SURVEY CONTROL
 DG5307
 DG5307.No superseded survey control is available for this station.
 DG5307
 DG5307_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6072982266(NAD 83)
 DG5307
 DG5307_MARKER: DD = SURVEY DISK
 DG5307_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5307_STAMPING: 3502 C 2003
 DG5307_MARK LOGO: MNDT  
 DG5307_PROJECTION: FLUSH
 DG5307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5307+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5307_ROD/PIPE-DEPTH:  6.1 meters
 DG5307
 DG5307  HISTORY     - Date     Condition        Report By
 DG5307  HISTORY     - 2003     MONUMENTED       MNDT
 DG5307
 DG5307                          STATION DESCRIPTION
 DG5307
 DG5307'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG5307'THE MARK IS 3.3 MILES (5.3 KM) FROM DONALDSON, 3.5 MILES (5.6 KM) EAST
 DG5307'ALONG TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK
 DG5307'HIGHWAY 75 IN DONALDSON, AT TRUNK HIGHWAY 11 MILEPOINT 15.0, 69.3 FEET
 DG5307'(21.1 M) SOUTH OF TRUNK HIGHWAY 11, 123.3 FEET (37.6 M) NORTHEAST OF
 DG5307'TRUNK HIGHWAY MILEPOST NUMBER 15, 2.4 FEET (0.7 M) WEST OF WITNESS
 DG5307'POST.  THE MARK, A STANDARD STATE OF MINNESOTA DEPARTMENT OF
 DG5307'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FOOT (6.1
 DG5307'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, FLUSH,
 DG5307'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5306 ***********************************************************************
 DG5306  DESIGNATION -  3502 D
 DG5306  PID         -  DG5306
 DG5306  STATE/COUNTY-  MN/KITTSON
 DG5306  COUNTRY     -  US
 DG5306  USGS QUAD   -  KENNEDY SE (1974)
 DG5306
 DG5306                         *CURRENT SURVEY CONTROL
 DG5306  ______________________________________________________________________
 DG5306* NAD 83(2007) POSITION- 48 34 22.17753(N) 096 50 22.92394(W)   ADJUSTED  
 DG5306* NAD 83(2007) ELLIP HT-   230.685 (meters)        (07/11/08)   ADJUSTED
 DG5306* NAD 83(2007) EPOCH   -  2002.00
 DG5306* NAVD 88 ORTHO HEIGHT -   258.006  (meters)     846.47  (feet) ADJUSTED  
 DG5306  ______________________________________________________________________
 DG5306  NAD 83(2007) X  -   -503,559.336 (meters)                     COMP
 DG5306  NAD 83(2007) Y  - -4,198,230.786 (meters)                     COMP
 DG5306  NAD 83(2007) Z  -  4,759,432.918 (meters)                     COMP
 DG5306  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 DG5306  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DG5306  DYNAMIC HEIGHT  -        258.069 (meters)      846.68  (feet) COMP
 DG5306  MODELED GRAVITY -    980,847.4   (mgal)                       NAVD 88
 DG5306
 DG5306  HORZ ORDER      -  FIRST
 DG5306  VERT ORDER      -  SECOND    CLASS I
 DG5306  ELLP ORDER      -  FOURTH    CLASS I
 DG5306
 DG5306.The horizontal coordinates were established by GPS observations
 DG5306.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5306
 DG5306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5306.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5306
 DG5306.The horizontal coordinates are valid at the epoch date displayed above
 DG5306.which is a decimal equivalence of Year/Month/Day.
 DG5306
 DG5306.The orthometric height was determined by differential leveling and
 DG5306.adjusted in October 2008.
 DG5306
 DG5306.No vertical observational check was made to the station.
 DG5306
 DG5306.Photographs are available for this station.
 DG5306
 DG5306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5306
 DG5306.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5306
 DG5306.The ellipsoidal height was determined by GPS observations
 DG5306.and is referenced to NAD 83.
 DG5306
 DG5306.The dynamic height is computed by dividing the NAVD 88
 DG5306.geopotential number by the normal gravity value computed on the
 DG5306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5306.degrees latitude (g = 980.6199 gals.).
 DG5306
 DG5306.The modeled gravity was interpolated from observed gravity values.
 DG5306
 DG5306. The following values were computed from the NAD 83(2007) position.
 DG5306
 DG5306;                    North         East     Units Scale Factor Converg.
 DG5306;SPC MN N     -   337,127.089   524,138.487   MT  0.99998579   -2 46 19.0
 DG5306;SPC MN N     - 1,106,057.79  1,719,611.02   sFT  0.99998579   -2 46 19.0
 DG5306;UTM  14      - 5,382,223.755   659,351.893   MT  0.99991198   +1 37 12.5
 DG5306
 DG5306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5306!SPC MN N     -   0.99996385  x   0.99998579  =   0.99994964
 DG5306!UTM  14      -   0.99996385  x   0.99991198  =   0.99987583
 DG5306
 DG5306                          SUPERSEDED SURVEY CONTROL
 DG5306
 DG5306  NAVD 88 (07/11/08)  258.01   (m)          846.5    (f) LEVELING    3  
 DG5306
 DG5306.Superseded values are not recommended for survey control.
 DG5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5306.See file dsdata.txt to determine how the superseded data were derived.
 DG5306
 DG5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5935182223(NAD 83)
 DG5306
 DG5306_MARKER: DD = SURVEY DISK
 DG5306_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5306_STAMPING: 3502 D 2003
 DG5306_MARK LOGO: MNDT  
 DG5306_PROJECTION: FLUSH
 DG5306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5306+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2007
 DG5306_ROD/PIPE-DEPTH:  6.1 meters
 DG5306
 DG5306  HISTORY     - Date     Condition        Report By
 DG5306  HISTORY     - 2003     MONUMENTED       MNDT
 DG5306  HISTORY     - 20070904 GOOD             MNDT
 DG5306
 DG5306                          STATION DESCRIPTION
 DG5306
 DG5306'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG5306'THE MARK IS 2.5 MILES (4.0 KM) EAST OF DONALDSON, 2.7 MILES (4.3 KM)
 DG5306'EAST ALONG TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND
 DG5306'TRUNK HIGHWAY 75 IN DONALDSON, AT TRUNK HIGHWAY 11 MILEPOINT 14.2,
 DG5306'62.1 FEET (18.9 M) NORTH OF TRUNK HIGHWAY 11, 13.8 FEET (4.2 M) EAST
 DG5306'OF FARM ENTRANCE, ABOUTH 150 FEET (45.7 M) EAST-SOUTHEAST OF ABANDONED
 DG5306'FARM HOUSE, 21.0 FEET (6.4 M) SOUTHWEST OF POWER POLE, 6.4 FEET (2.0
 DG5306'M) WEST OF WITNESS POST.  THE MARK, A STANDARD STATE OF MINNESOTA
 DG5306'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF
 DG5306'A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5306'FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5306
 DG5306                          STATION RECOVERY (2007)
 DG5306
 DG5306'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DG5306'2.5 MILES EAST OF DONALDSON, 2.7 MILES EAST ALONG TRUNK HIGHWAY 11
 DG5306'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DG5306'AT TRUNK HIGHWAY 11 MILEPOINT 14.2, 62.1 FEET NORTH OF TRUNK HIGHWAY
 DG5306'11, 13.8 FEET EAST OF FARM ENTRANCE, ABOUTH 150 FEET EAST-SOUTHEAST OF
 DG5306'ABANDONED FARM HOUSE, 21.0 FEET SOUTHWEST OF POWER POLE, 6.4 FEET WEST
 DG5306'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5305 ***********************************************************************
 DG5305  DESIGNATION -  3502 E
 DG5305  PID         -  DG5305
 DG5305  STATE/COUNTY-  MN/KITTSON
 DG5305  COUNTRY     -  US
 DG5305  USGS QUAD   -  KENNEDY SE (1974)
 DG5305
 DG5305                         *CURRENT SURVEY CONTROL
 DG5305  ______________________________________________________________________
 DG5305* NAD 83(2007) POSITION- 48 34 20.51860(N) 096 51 42.39759(W)   ADJUSTED  
 DG5305* NAD 83(2007) ELLIP HT-   227.842 (meters)        (07/11/08)   ADJUSTED
 DG5305* NAD 83(2007) EPOCH   -  2002.00
 DG5305* NAVD 88 ORTHO HEIGHT -   255.145  (meters)     837.09  (feet) ADJUSTED  
 DG5305  ______________________________________________________________________
 DG5305  NAD 83(2007) X  -   -505,181.239 (meters)                     COMP
 DG5305  NAD 83(2007) Y  - -4,198,072.734 (meters)                     COMP
 DG5305  NAD 83(2007) Z  -  4,759,396.879 (meters)                     COMP
 DG5305  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC09
 DG5305  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DG5305  DYNAMIC HEIGHT  -        255.208 (meters)      837.29  (feet) COMP
 DG5305  MODELED GRAVITY -    980,848.3   (mgal)                       NAVD 88
 DG5305
 DG5305  HORZ ORDER      -  FIRST
 DG5305  VERT ORDER      -  SECOND    CLASS I
 DG5305  ELLP ORDER      -  FOURTH    CLASS I
 DG5305
 DG5305.The horizontal coordinates were established by GPS observations
 DG5305.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5305
 DG5305.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5305.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5305
 DG5305.The horizontal coordinates are valid at the epoch date displayed above
 DG5305.which is a decimal equivalence of Year/Month/Day.
 DG5305
 DG5305.The orthometric height was determined by differential leveling and
 DG5305.adjusted in October 2008.
 DG5305
 DG5305.No vertical observational check was made to the station.
 DG5305
 DG5305.Photographs are available for this station.
 DG5305
 DG5305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5305
 DG5305.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5305
 DG5305.The ellipsoidal height was determined by GPS observations
 DG5305.and is referenced to NAD 83.
 DG5305
 DG5305.The dynamic height is computed by dividing the NAVD 88
 DG5305.geopotential number by the normal gravity value computed on the
 DG5305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5305.degrees latitude (g = 980.6199 gals.).
 DG5305
 DG5305.The modeled gravity was interpolated from observed gravity values.
 DG5305
 DG5305. The following values were computed from the NAD 83(2007) position.
 DG5305
 DG5305;                    North         East     Units Scale Factor Converg.
 DG5305;SPC MN N     -   337,154.924   522,508.824   MT  0.99998568   -2 47 17.9
 DG5305;SPC MN N     - 1,106,149.11  1,714,264.37   sFT  0.99998568   -2 47 17.9
 DG5305;UTM  14      - 5,382,126.716   657,725.010   MT  0.99990565   +1 36 12.8
 DG5305
 DG5305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5305!SPC MN N     -   0.99996429  x   0.99998568  =   0.99994997
 DG5305!UTM  14      -   0.99996429  x   0.99990565  =   0.99986995
 DG5305
 DG5305                          SUPERSEDED SURVEY CONTROL
 DG5305
 DG5305  NAVD 88 (07/11/08)  255.15   (m)          837.1    (f) LEVELING    3  
 DG5305
 DG5305.Superseded values are not recommended for survey control.
 DG5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5305.See file dsdata.txt to determine how the superseded data were derived.
 DG5305
 DG5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5772582126(NAD 83)
 DG5305
 DG5305_MARKER: DD = SURVEY DISK
 DG5305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5305_STAMPING: 3502 E 2003
 DG5305_MARK LOGO: MNDT  
 DG5305_PROJECTION: RECESSED 5 CENTIMETERS
 DG5305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5305+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2007
 DG5305_ROD/PIPE-DEPTH:  6.1 meters
 DG5305
 DG5305  HISTORY     - Date     Condition        Report By
 DG5305  HISTORY     - 2003     MONUMENTED       MNDT
 DG5305  HISTORY     - 20070904 GOOD             MNDT
 DG5305
 DG5305                          STATION DESCRIPTION
 DG5305
 DG5305'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG5305'THE MARK IS 1.45 MILES (2.33 KM) EAST OF DONALDSON, 1.65 MILES (2.66
 DG5305'KM) EAST ALONG TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND
 DG5305'TRUNK HIGHWAY 75 IN DONALDSON, AT TRUNK HIGHWAY 11 MILEPOINT 13.15,
 DG5305'55.4 FEET (16.9 M) SOUTH OF TRUNK HIGHWAY 11, 4.9 FEET (1.5 M) WEST OF
 DG5305'WITNESS POST.  THE MARK, A STANDARD STATE OF MINNESOTA DEPARTMENT OF
 DG5305'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FOOT (6.1
 DG5305'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS,
 DG5305'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DG5305
 DG5305                          STATION RECOVERY (2007)
 DG5305
 DG5305'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DG5305'1.45 MILES EAST OF DONALDSON, 1.65 MILES EAST ALONG TRUNK HIGHWAY 11
 DG5305'FROM JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 75 IN DONALDSON,
 DG5305'AT TRUNK HIGHWAY 11 MILEPOINT 13.15, 55.4 FEET SOUTH OF TRUNK HIGHWAY
 DG5305'11, 4.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5304 ***********************************************************************
 DG5304  DESIGNATION -  3502 F
 DG5304  PID         -  DG5304
 DG5304  STATE/COUNTY-  MN/KITTSON
 DG5304  COUNTRY     -  US
 DG5304  USGS QUAD   -  DONALDSON (1974)
 DG5304
 DG5304                         *CURRENT SURVEY CONTROL
 DG5304  ______________________________________________________________________
 DG5304* NAD 83(1986) POSITION- 48 34 21.2    (N) 096 52 59.7    (W)   HD_HELD2  
 DG5304* NAVD 88 ORTHO HEIGHT -   254.089  (meters)     833.62  (feet) ADJUSTED  
 DG5304  ______________________________________________________________________
 DG5304  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DG5304  DYNAMIC HEIGHT  -        254.151 (meters)      833.83  (feet) COMP
 DG5304  MODELED GRAVITY -    980,849.2   (mgal)                       NAVD 88
 DG5304
 DG5304  VERT ORDER      -  SECOND    CLASS I
 DG5304
 DG5304.The horizontal coordinates were established by autonomous hand held GPS
 DG5304.observations and have an estimated accuracy of +/- 10 meters.
 DG5304.
 DG5304.The orthometric height was determined by differential leveling and
 DG5304.adjusted in October 2008.
 DG5304
 DG5304.No vertical observational check was made to the station.
 DG5304
 DG5304.Photographs are available for this station.
 DG5304
 DG5304.The dynamic height is computed by dividing the NAVD 88
 DG5304.geopotential number by the normal gravity value computed on the
 DG5304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5304.degrees latitude (g = 980.6199 gals.).
 DG5304
 DG5304.The modeled gravity was interpolated from observed gravity values.
 DG5304
 DG5304;                    North         East    Units  Estimated Accuracy
 DG5304;SPC MN N     -   337,253.      520,927.      MT  (+/- 10 meters HH2 GPS)
 DG5304
 DG5304                          SUPERSEDED SURVEY CONTROL
 DG5304
 DG5304.No superseded survey control is available for this station.
 DG5304
 DG5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5614082103(NAD 83)
 DG5304
 DG5304_MARKER: DD = SURVEY DISK
 DG5304_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5304_STAMPING: 3502 F 2003
 DG5304_MARK LOGO: MNDT  
 DG5304_PROJECTION: RECESSED 5 CENTIMETERS
 DG5304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5304+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5304_ROD/PIPE-DEPTH:  9.1 meters
 DG5304
 DG5304  HISTORY     - Date     Condition        Report By
 DG5304  HISTORY     - 2003     MONUMENTED       MNDT
 DG5304
 DG5304                          STATION DESCRIPTION
 DG5304
 DG5304'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG5304'THE MARK IS 0.4 MILES (0.6 KM) EAST OF DONALDSON, 0.6 MILES (1.0 KM)
 DG5304'EAST ALONG TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND
 DG5304'TRUNK HIGHWAY 75 IN DONALDSON, AT TRUNK HIGHWAY 11 MILEPOINT 12.1,
 DG5304'47.2 FEET (14.4 M) NORTH OF TRUNK HIGHWAY 11, 84.9 FEET (25.9 M) WEST
 DG5304'OF FARM ENTRANCE, ABOUT 175 FEET (53.3 M) NORTH OF GARAGE, 2.0 FEET
 DG5304'(0.6 M) WEST OF WITNESS POST.  THE MARK, A STANDARD STATE OF MINNESOTA
 DG5304'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF
 DG5304'A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5304'FIN IS, RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8867 ***********************************************************************
 DF8867  DESIGNATION -  3505 A
 DF8867  PID         -  DF8867
 DF8867  STATE/COUNTY-  MN/KITTSON
 DF8867  COUNTRY     -  US
 DF8867  USGS QUAD   -  HALLOCK NE (1974)
 DF8867
 DF8867                         *CURRENT SURVEY CONTROL
 DF8867  ______________________________________________________________________
 DF8867* NAD 83(1986) POSITION- 48 58 38.2    (N) 096 47 56.5    (W)   HD_HELD2  
 DF8867* NAVD 88 ORTHO HEIGHT -   293.089  (meters)     961.58  (feet) ADJUSTED  
 DF8867  ______________________________________________________________________
 DF8867  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DF8867  DYNAMIC HEIGHT  -        293.173 (meters)      961.85  (feet) COMP
 DF8867  MODELED GRAVITY -    980,889.6   (mgal)                       NAVD 88
 DF8867
 DF8867  VERT ORDER      -  SECOND    CLASS I
 DF8867
 DF8867.The horizontal coordinates were established by autonomous hand held GPS
 DF8867.observations and have an estimated accuracy of +/- 10 meters.
 DF8867.
 DF8867.The orthometric height was determined by differential leveling and
 DF8867.adjusted in April 2004.
 DF8867
 DF8867.No vertical observational check was made to the station.
 DF8867
 DF8867.The dynamic height is computed by dividing the NAVD 88
 DF8867.geopotential number by the normal gravity value computed on the
 DF8867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8867.degrees latitude (g = 980.6199 gals.).
 DF8867
 DF8867.The modeled gravity was interpolated from observed gravity values.
 DF8867
 DF8867;                    North         East    Units  Estimated Accuracy
 DF8867;SPC MN N     -   381,910.      529,288.      MT  (+/- 10 meters HH2 GPS)
 DF8867
 DF8867                          SUPERSEDED SURVEY CONTROL
 DF8867
 DF8867.No superseded survey control is available for this station.
 DF8867
 DF8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6105227264(NAD 83)
 DF8867
 DF8867_MARKER: DB = BENCH MARK DISK
 DF8867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8867_STAMPING: 3505 A 1955
 DF8867_MARK LOGO: MNHD  
 DF8867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8867+STABILITY: SURFACE MOTION
 DF8867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8867+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8867
 DF8867  HISTORY     - Date     Condition        Report By
 DF8867  HISTORY     - 1955     MONUMENTED       MNHD
 DF8867  HISTORY     - 20021009 GOOD             MNDT
 DF8867
 DF8867                          STATION DESCRIPTION
 DF8867
 DF8867'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8867'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.3 MI (13.4
 DF8867'KM) NORTH AND 0.2 MI (0.3 KM) EAST OF LANCASTER, AT TH 59 MP 426.9, 53
 DF8867'FT (16.2 M) SOUTH OF CO RD 1, 100 FT (30.5 M) WEST OF TH 59, 2.0 FT
 DF8867'(0.6 M) NORTH OF WIT POST, PROJECTS 24 INCHES, MAGNETIC, AND SUITABLE
 DF8867'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8866 ***********************************************************************
 DF8866  DESIGNATION -  3505 AA
 DF8866  PID         -  DF8866
 DF8866  STATE/COUNTY-  MN/KITTSON
 DF8866  COUNTRY     -  US
 DF8866  USGS QUAD   -  HALLOCK NE (1974)
 DF8866
 DF8866                         *CURRENT SURVEY CONTROL
 DF8866  ______________________________________________________________________
 DF8866* NAD 83(1986) POSITION- 48 57 39.0    (N) 096 47 56.2    (W)   HD_HELD2  
 DF8866* NAVD 88 ORTHO HEIGHT -   289.865  (meters)     951.00  (feet) ADJUSTED  
 DF8866  ______________________________________________________________________
 DF8866  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF8866  DYNAMIC HEIGHT  -        289.948 (meters)      951.27  (feet) COMP
 DF8866  MODELED GRAVITY -    980,888.3   (mgal)                       NAVD 88
 DF8866
 DF8866  VERT ORDER      -  SECOND    CLASS I
 DF8866
 DF8866.The horizontal coordinates were established by autonomous hand held GPS
 DF8866.observations and have an estimated accuracy of +/- 10 meters.
 DF8866.
 DF8866.The orthometric height was determined by differential leveling and
 DF8866.adjusted in April 2004.
 DF8866
 DF8866.No vertical observational check was made to the station.
 DF8866
 DF8866.The dynamic height is computed by dividing the NAVD 88
 DF8866.geopotential number by the normal gravity value computed on the
 DF8866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8866.degrees latitude (g = 980.6199 gals.).
 DF8866
 DF8866.The modeled gravity was interpolated from observed gravity values.
 DF8866
 DF8866;                    North         East    Units  Estimated Accuracy
 DF8866;SPC MN N     -   380,083.      529,207.      MT  (+/- 10 meters HH2 GPS)
 DF8866
 DF8866                          SUPERSEDED SURVEY CONTROL
 DF8866
 DF8866.No superseded survey control is available for this station.
 DF8866
 DF8866_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6111125436(NAD 83)
 DF8866
 DF8866_MARKER: DV = VERTICAL CONTROL DISK
 DF8866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8866_SP_SET: BOX CULVERT
 DF8866_STAMPING: 3505 AA
 DF8866_MARK LOGO: MNDT  
 DF8866_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8866+STABILITY: SURFACE MOTION
 DF8866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8866+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8866
 DF8866  HISTORY     - Date     Condition        Report By
 DF8866  HISTORY     - 1986     MONUMENTED       MNDT
 DF8866  HISTORY     - 20021009 GOOD             MNDT
 DF8866
 DF8866                          STATION DESCRIPTION
 DF8866
 DF8866'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8866'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 7.1 MI (11.4
 DF8866'KM) NORTH OF LANCASTER, 7.1 MI (11.4 KM) NORTH ALONG TH 59 FROM JCT OF
 DF8866'TH 59 AND CO RD 6 IN LANCASTER, 37 FT (11.3 M) EAST OF TH 59, AT TH 59
 DF8866'MP 425.65, IN SOUTH END OF EAST HEADWALL OF TH 59 DOUBLE BOX CULVERT
 DF8866'6473, NOT MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8865 ***********************************************************************
 DF8865  DESIGNATION -  3505 B
 DF8865  PID         -  DF8865
 DF8865  STATE/COUNTY-  MN/KITTSON
 DF8865  COUNTRY     -  US
 DF8865  USGS QUAD   -  HALLOCK NE (1974)
 DF8865
 DF8865                         *CURRENT SURVEY CONTROL
 DF8865  ______________________________________________________________________
 DF8865* NAD 83(1986) POSITION- 48 56 55.6    (N) 096 47 55.4    (W)   HD_HELD2  
 DF8865* NAVD 88 ORTHO HEIGHT -   289.301  (meters)     949.15  (feet) ADJUSTED  
 DF8865  ______________________________________________________________________
 DF8865  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF8865  DYNAMIC HEIGHT  -        289.384 (meters)      949.42  (feet) COMP
 DF8865  MODELED GRAVITY -    980,887.4   (mgal)                       NAVD 88
 DF8865
 DF8865  VERT ORDER      -  SECOND    CLASS I
 DF8865
 DF8865.The horizontal coordinates were established by autonomous hand held GPS
 DF8865.observations and have an estimated accuracy of +/- 10 meters.
 DF8865.
 DF8865.The orthometric height was determined by differential leveling and
 DF8865.adjusted in April 2004.
 DF8865
 DF8865.No vertical observational check was made to the station.
 DF8865
 DF8865.The dynamic height is computed by dividing the NAVD 88
 DF8865.geopotential number by the normal gravity value computed on the
 DF8865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8865.degrees latitude (g = 980.6199 gals.).
 DF8865
 DF8865.The modeled gravity was interpolated from observed gravity values.
 DF8865
 DF8865;                    North         East    Units  Estimated Accuracy
 DF8865;SPC MN N     -   378,743.      529,159.      MT  (+/- 10 meters HH2 GPS)
 DF8865
 DF8865                          SUPERSEDED SURVEY CONTROL
 DF8865
 DF8865.No superseded survey control is available for this station.
 DF8865
 DF8865_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6116624096(NAD 83)
 DF8865
 DF8865_MARKER: DB = BENCH MARK DISK
 DF8865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8865_STAMPING: 3505 B 1955
 DF8865_MARK LOGO: MNHD  
 DF8865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8865+STABILITY: SURFACE MOTION
 DF8865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8865+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8865
 DF8865  HISTORY     - Date     Condition        Report By
 DF8865  HISTORY     - 1955     MONUMENTED       MNHD
 DF8865  HISTORY     - 20021009 GOOD             MNDT
 DF8865
 DF8865                          STATION DESCRIPTION
 DF8865
 DF8865'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8865'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6 MI (9.7 KM)
 DF8865'NORTH OF LANCASTER, 6 MI (9.7 KM) NORTH ALONG TH 59 FROM JCT OF TH 59
 DF8865'AND CO RD 6 IN LANCASTER, AT TH 59 MP 124.85, IN NE QUADRANT AT JCT OF
 DF8865'TH 59 AND E-W TWP RD, 75 FT (22.9 M) EAST OF TH 59, 27 FT (8.2 M)
 DF8865'NORTH OF ENT, 2.0 FT (0.6 M) SOUTH OF WIT POST, PROJECTS 10 INCHES,
 DF8865'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8864 ***********************************************************************
 DF8864  DESIGNATION -  3505 C
 DF8864  PID         -  DF8864
 DF8864  STATE/COUNTY-  MN/KITTSON
 DF8864  COUNTRY     -  US
 DF8864  USGS QUAD   -  HALLOCK NE (1974)
 DF8864
 DF8864                         *CURRENT SURVEY CONTROL
 DF8864  ______________________________________________________________________
 DF8864* NAD 83(1986) POSITION- 48 56 03.0    (N) 096 47 54.4    (W)   HD_HELD2  
 DF8864* NAVD 88 ORTHO HEIGHT -   289.222  (meters)     948.89  (feet) ADJUSTED  
 DF8864  ______________________________________________________________________
 DF8864  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF8864  DYNAMIC HEIGHT  -        289.304 (meters)      949.16  (feet) COMP
 DF8864  MODELED GRAVITY -    980,886.3   (mgal)                       NAVD 88
 DF8864
 DF8864  VERT ORDER      -  SECOND    CLASS I
 DF8864
 DF8864.The horizontal coordinates were established by autonomous hand held GPS
 DF8864.observations and have an estimated accuracy of +/- 10 meters.
 DF8864.
 DF8864.The orthometric height was determined by differential leveling and
 DF8864.adjusted in April 2004.
 DF8864
 DF8864.No vertical observational check was made to the station.
 DF8864
 DF8864.The dynamic height is computed by dividing the NAVD 88
 DF8864.geopotential number by the normal gravity value computed on the
 DF8864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8864.degrees latitude (g = 980.6199 gals.).
 DF8864
 DF8864.The modeled gravity was interpolated from observed gravity values.
 DF8864
 DF8864;                    North         East    Units  Estimated Accuracy
 DF8864;SPC MN N     -   377,119.      529,101.      MT  (+/- 10 meters HH2 GPS)
 DF8864
 DF8864                          SUPERSEDED SURVEY CONTROL
 DF8864
 DF8864.No superseded survey control is available for this station.
 DF8864
 DF8864_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6123422473(NAD 83)
 DF8864
 DF8864_MARKER: DB = BENCH MARK DISK
 DF8864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8864_STAMPING: 3505 C 1955
 DF8864_MARK LOGO: MNHD  
 DF8864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8864+STABILITY: SURFACE MOTION
 DF8864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8864+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8864
 DF8864  HISTORY     - Date     Condition        Report By
 DF8864  HISTORY     - 1955     MONUMENTED       MNHD
 DF8864  HISTORY     - 20021009 GOOD             MNDT
 DF8864
 DF8864                          STATION DESCRIPTION
 DF8864
 DF8864'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8864'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5 MI (8.0 KM)
 DF8864'NORTH OF LANCASTER, 5 MI (8.0 KM) NORTH ALONG TH 59 FROM JCT OF TH 59
 DF8864'AND CO RD 6 IN LANCASTER, AT TH 59 MP 423.85, IN SE QUADRANT OF JCT OF
 DF8864'TH 59 AND E-W CO RD, 75 FT (22.9 M) EAST OF TH 59, 39 FT (11.9 M)
 DF8864'SOUTH OF RD, 2.2 FT (0.7 M) SSW OF WIT POST, PROJECTS 6 INCHES,
 DF8864'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8863 ***********************************************************************
 DF8863  DESIGNATION -  3505 D
 DF8863  PID         -  DF8863
 DF8863  STATE/COUNTY-  MN/KITTSON
 DF8863  COUNTRY     -  US
 DF8863  USGS QUAD   -  HALLOCK NE (1974)
 DF8863
 DF8863                         *CURRENT SURVEY CONTROL
 DF8863  ______________________________________________________________________
 DF8863* NAD 83(1986) POSITION- 48 55 10.8    (N) 096 47 55.0    (W)   HD_HELD2  
 DF8863* NAVD 88 ORTHO HEIGHT -   283.641  (meters)     930.58  (feet) ADJUSTED  
 DF8863  ______________________________________________________________________
 DF8863  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DF8863  DYNAMIC HEIGHT  -        283.721 (meters)      930.84  (feet) COMP
 DF8863  MODELED GRAVITY -    980,885.4   (mgal)                       NAVD 88
 DF8863
 DF8863  VERT ORDER      -  SECOND    CLASS I
 DF8863
 DF8863.The horizontal coordinates were established by autonomous hand held GPS
 DF8863.observations and have an estimated accuracy of +/- 10 meters.
 DF8863.
 DF8863.The orthometric height was determined by differential leveling and
 DF8863.adjusted in April 2004.
 DF8863
 DF8863.No vertical observational check was made to the station.
 DF8863
 DF8863.The dynamic height is computed by dividing the NAVD 88
 DF8863.geopotential number by the normal gravity value computed on the
 DF8863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8863.degrees latitude (g = 980.6199 gals.).
 DF8863
 DF8863.The modeled gravity was interpolated from observed gravity values.
 DF8863
 DF8863;                    North         East    Units  Estimated Accuracy
 DF8863;SPC MN N     -   375,509.      529,012.      MT  (+/- 10 meters HH2 GPS)
 DF8863
 DF8863                          SUPERSEDED SURVEY CONTROL
 DF8863
 DF8863.No superseded survey control is available for this station.
 DF8863
 DF8863_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6126820861(NAD 83)
 DF8863
 DF8863_MARKER: DB = BENCH MARK DISK
 DF8863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8863_STAMPING: 3505 D 1955
 DF8863_MARK LOGO: MNHD  
 DF8863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8863+STABILITY: SURFACE MOTION
 DF8863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8863+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8863
 DF8863  HISTORY     - Date     Condition        Report By
 DF8863  HISTORY     - 1955     MONUMENTED       MNHD
 DF8863  HISTORY     - 20021009 GOOD             MNDT
 DF8863
 DF8863                          STATION DESCRIPTION
 DF8863
 DF8863'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8863'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 DF8863'NORTH OF LANCASTER, 4 MI (6.4 KM) NORTH ALONG TH 59 FROM JCT OF TH 59
 DF8863'AND CO RD 6 IN LANCASTER, AT TH 59 MP 422.85, IN SE QUADRANT OF TH 59
 DF8863'AND E-W TWP RD, 75 FT (22.9 M) EAST OF TH 59, 33 FT (10.1 M) SOUTH OF
 DF8863'RD, 4.0 FT (1.2 M) NNW OF CABLE MARKER, 2.0 FT (0.6 M) SOUTH OF WIT
 DF8863'POST, PROJECTS 12 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8862 ***********************************************************************
 DF8862  DESIGNATION -  3505 E
 DF8862  PID         -  DF8862
 DF8862  STATE/COUNTY-  MN/KITTSON
 DF8862  COUNTRY     -  US
 DF8862  USGS QUAD   -  HALLOCK NE (1974)
 DF8862
 DF8862                         *CURRENT SURVEY CONTROL
 DF8862  ______________________________________________________________________
 DF8862* NAD 83(1986) POSITION- 48 54 19.2    (N) 096 47 56.0    (W)   HD_HELD2  
 DF8862* NAVD 88 ORTHO HEIGHT -   282.365  (meters)     926.39  (feet) ADJUSTED  
 DF8862  ______________________________________________________________________
 DF8862  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DF8862  DYNAMIC HEIGHT  -        282.445 (meters)      926.66  (feet) COMP
 DF8862  MODELED GRAVITY -    980,884.6   (mgal)                       NAVD 88
 DF8862
 DF8862  VERT ORDER      -  SECOND    CLASS I
 DF8862
 DF8862.The horizontal coordinates were established by autonomous hand held GPS
 DF8862.observations and have an estimated accuracy of +/- 10 meters.
 DF8862.
 DF8862.The orthometric height was determined by differential leveling and
 DF8862.adjusted in April 2004.
 DF8862
 DF8862.No vertical observational check was made to the station.
 DF8862
 DF8862.The dynamic height is computed by dividing the NAVD 88
 DF8862.geopotential number by the normal gravity value computed on the
 DF8862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8862.degrees latitude (g = 980.6199 gals.).
 DF8862
 DF8862.The modeled gravity was interpolated from observed gravity values.
 DF8862
 DF8862;                    North         East    Units  Estimated Accuracy
 DF8862;SPC MN N     -   373,917.      528,915.      MT  (+/- 10 meters HH2 GPS)
 DF8862
 DF8862                          SUPERSEDED SURVEY CONTROL
 DF8862
 DF8862.No superseded survey control is available for this station.
 DF8862
 DF8862_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6129419267(NAD 83)
 DF8862
 DF8862_MARKER: DB = BENCH MARK DISK
 DF8862_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8862_SP_SET: BRIDGE WINGWALL
 DF8862_STAMPING: 3505 E 1955
 DF8862_MARK LOGO: MNHD  
 DF8862_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8862+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8862
 DF8862  HISTORY     - Date     Condition        Report By
 DF8862  HISTORY     - 1955     MONUMENTED       MNHD
 DF8862  HISTORY     - 20021009 GOOD             MNDT
 DF8862
 DF8862                          STATION DESCRIPTION
 DF8862
 DF8862'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8862'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.3 MI (5.3 KM)
 DF8862'NORTH OF LANCASTER, 3.3 MI (5.3 KM) ALONG TH 59 FROM JCT OF TH 59 AND
 DF8862'CO RD 6 IN LANCASTER, AT TH 59 MP 421.86, IN SE WINGWALL OF TH 59 BRDG
 DF8862'6878 OVER DITCH, 17 FT (5.2 M) EAST OF TH 59, NOT MAGNETIC, AND NOT
 DF8862'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8861 ***********************************************************************
 DF8861  DESIGNATION -  3505 F
 DF8861  PID         -  DF8861
 DF8861  STATE/COUNTY-  MN/KITTSON
 DF8861  COUNTRY     -  US
 DF8861  USGS QUAD   -  HALLOCK NE (1974)
 DF8861
 DF8861                         *CURRENT SURVEY CONTROL
 DF8861  ______________________________________________________________________
 DF8861* NAD 83(1986) POSITION- 48 53 27.5    (N) 096 47 55.1    (W)   HD_HELD2  
 DF8861* NAVD 88 ORTHO HEIGHT -   281.056  (meters)     922.10  (feet) ADJUSTED  
 DF8861  ______________________________________________________________________
 DF8861  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DF8861  DYNAMIC HEIGHT  -        281.135 (meters)      922.36  (feet) COMP
 DF8861  MODELED GRAVITY -    980,884.0   (mgal)                       NAVD 88
 DF8861
 DF8861  VERT ORDER      -  SECOND    CLASS I
 DF8861
 DF8861.The horizontal coordinates were established by autonomous hand held GPS
 DF8861.observations and have an estimated accuracy of +/- 10 meters.
 DF8861.
 DF8861.The orthometric height was determined by differential leveling and
 DF8861.adjusted in April 2004.
 DF8861
 DF8861.No vertical observational check was made to the station.
 DF8861
 DF8861.The dynamic height is computed by dividing the NAVD 88
 DF8861.geopotential number by the normal gravity value computed on the
 DF8861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8861.degrees latitude (g = 980.6199 gals.).
 DF8861
 DF8861.The modeled gravity was interpolated from observed gravity values.
 DF8861
 DF8861;                    North         East    Units  Estimated Accuracy
 DF8861;SPC MN N     -   372,321.      528,857.      MT  (+/- 10 meters HH2 GPS)
 DF8861
 DF8861                          SUPERSEDED SURVEY CONTROL
 DF8861
 DF8861.No superseded survey control is available for this station.
 DF8861
 DF8861_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6135817671(NAD 83)
 DF8861
 DF8861_MARKER: DB = BENCH MARK DISK
 DF8861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8861_STAMPING: 3505 F 1955
 DF8861_MARK LOGO: MNHD  
 DF8861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8861+STABILITY: SURFACE MOTION
 DF8861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8861+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8861
 DF8861  HISTORY     - Date     Condition        Report By
 DF8861  HISTORY     - 1955     MONUMENTED       MNHD
 DF8861  HISTORY     - 20021009 GOOD             MNDT
 DF8861
 DF8861                          STATION DESCRIPTION
 DF8861
 DF8861'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8861'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2 MI (3.2 KM)
 DF8861'NORTH OF LANCASTER, 2 MI (3.2 KM) NORTH ALONG TH 59 FROM JCT OF TH 59
 DF8861'AND CO RD 6 IN LANCASTER, AT TH 59 MP 420.85, 70 FT (21.3 M) EAST OF
 DF8861'TH 59, AT SECTION LINE, 18 FT (5.5 M) NORTH OF ENT, 2.3 FT (0.7 M)
 DF8861'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8860 ***********************************************************************
 DF8860  DESIGNATION -  3505 G
 DF8860  PID         -  DF8860
 DF8860  STATE/COUNTY-  MN/KITTSON
 DF8860  COUNTRY     -  US
 DF8860  USGS QUAD   -  HALLOCK NE (1974)
 DF8860
 DF8860                         *CURRENT SURVEY CONTROL
 DF8860  ______________________________________________________________________
 DF8860* NAD 83(1986) POSITION- 48 52 34.6    (N) 096 47 58.0    (W)   HD_HELD2  
 DF8860* NAVD 88 ORTHO HEIGHT -   279.510  (meters)     917.03  (feet) ADJUSTED  
 DF8860  ______________________________________________________________________
 DF8860  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DF8860  DYNAMIC HEIGHT  -        279.589 (meters)      917.28  (feet) COMP
 DF8860  MODELED GRAVITY -    980,883.5   (mgal)                       NAVD 88
 DF8860
 DF8860  VERT ORDER      -  SECOND    CLASS I
 DF8860
 DF8860.The horizontal coordinates were established by autonomous hand held GPS
 DF8860.observations and have an estimated accuracy of +/- 10 meters.
 DF8860.
 DF8860.The orthometric height was determined by differential leveling and
 DF8860.adjusted in April 2004.
 DF8860
 DF8860.No vertical observational check was made to the station.
 DF8860
 DF8860.The dynamic height is computed by dividing the NAVD 88
 DF8860.geopotential number by the normal gravity value computed on the
 DF8860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8860.degrees latitude (g = 980.6199 gals.).
 DF8860
 DF8860.The modeled gravity was interpolated from observed gravity values.
 DF8860
 DF8860;                    North         East    Units  Estimated Accuracy
 DF8860;SPC MN N     -   370,691.      528,720.      MT  (+/- 10 meters HH2 GPS)
 DF8860
 DF8860                          SUPERSEDED SURVEY CONTROL
 DF8860
 DF8860.No superseded survey control is available for this station.
 DF8860
 DF8860_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6134716036(NAD 83)
 DF8860
 DF8860_MARKER: DB = BENCH MARK DISK
 DF8860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8860_STAMPING: 3505 G 1955
 DF8860_MARK LOGO: MNHD  
 DF8860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8860+STABILITY: SURFACE MOTION
 DF8860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8860+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8860
 DF8860  HISTORY     - Date     Condition        Report By
 DF8860  HISTORY     - 1955     MONUMENTED       MNHD
 DF8860  HISTORY     - 20021009 GOOD             MNDT
 DF8860
 DF8860                          STATION DESCRIPTION
 DF8860
 DF8860'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8860'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF8860'NORTH OF LANCASTER, 1 MI (1.6 KM) NORTH ALONG TH 59 FROM JCT OF TH 59
 DF8860'AND CO RD 6 IN LANCASTER, AT TH 59 MP 419.85, IN SE QUADRANT OF JCT OF
 DF8860'TH 59 AND TWP RD, 70 FT (21.3 M) EAST OF TH 59, 2.0 FT (0.6 M) SOUTH
 DF8860'OF WIT POST, PROJECTS 10 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8859 ***********************************************************************
 DF8859  DESIGNATION -  3505 H
 DF8859  PID         -  DF8859
 DF8859  STATE/COUNTY-  MN/KITTSON
 DF8859  COUNTRY     -  US
 DF8859  USGS QUAD   -  LANCASTER (1974)
 DF8859
 DF8859                         *CURRENT SURVEY CONTROL
 DF8859  ______________________________________________________________________
 DF8859* NAD 83(1986) POSITION- 48 51 58.5    (N) 096 47 56.4    (W)   HD_HELD2  
 DF8859* NAVD 88 ORTHO HEIGHT -   275.270  (meters)     903.12  (feet) ADJUSTED  
 DF8859  ______________________________________________________________________
 DF8859  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DF8859  DYNAMIC HEIGHT  -        275.347 (meters)      903.37  (feet) COMP
 DF8859  MODELED GRAVITY -    980,883.1   (mgal)                       NAVD 88
 DF8859
 DF8859  VERT ORDER      -  SECOND    CLASS I
 DF8859
 DF8859.The horizontal coordinates were established by autonomous hand held GPS
 DF8859.observations and have an estimated accuracy of +/- 10 meters.
 DF8859.
 DF8859.The orthometric height was determined by differential leveling and
 DF8859.adjusted in April 2004.
 DF8859
 DF8859.No vertical observational check was made to the station.
 DF8859
 DF8859.The dynamic height is computed by dividing the NAVD 88
 DF8859.geopotential number by the normal gravity value computed on the
 DF8859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8859.degrees latitude (g = 980.6199 gals.).
 DF8859
 DF8859.The modeled gravity was interpolated from observed gravity values.
 DF8859
 DF8859;                    North         East    Units  Estimated Accuracy
 DF8859;SPC MN N     -   369,576.      528,699.      MT  (+/- 10 meters HH2 GPS)
 DF8859
 DF8859                          SUPERSEDED SURVEY CONTROL
 DF8859
 DF8859.No superseded survey control is available for this station.
 DF8859
 DF8859_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6141214923(NAD 83)
 DF8859
 DF8859_MARKER: DB = BENCH MARK DISK
 DF8859_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8859_SP_SET: BRIDGE WINGWALL
 DF8859_STAMPING: 3505 H 1955
 DF8859_MARK LOGO: MNDT  
 DF8859_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8859+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DF8859
 DF8859  HISTORY     - Date     Condition        Report By
 DF8859  HISTORY     - 1955     MONUMENTED       MNHD
 DF8859  HISTORY     - 20021009 GOOD             MNDT
 DF8859  HISTORY     - 20030604 GOOD             MNDT
 DF8859
 DF8859                          STATION DESCRIPTION
 DF8859
 DF8859'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8859'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN LANCASTER,
 DF8859'0.7 MI (1.1 KM) NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN
 DF8859'LANCASTER, AT TH 59 MP 419.16, IN SE WINGWALL OF TH 59 BRDG 6877 OVER
 DF8859'NORTH BRANCH OF TWO RIVERS, 17 FT (5.2 M) EAST OF TH 59, AND NOT
 DF8859'SUITABLE FOR GPS.
 DF8859
 DF8859                          STATION RECOVERY (2003)
 DF8859
 DF8859'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF8859'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN VLANC.  THE
 DF8859'MARK IS 0.7 MI (1.1 KM) NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD
 DF8859'6 IN LANCASTER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7237 ***********************************************************************
 DF7237  DESIGNATION -  3505 J
 DF7237  PID         -  DF7237
 DF7237  STATE/COUNTY-  MN/KITTSON
 DF7237  COUNTRY     -  US
 DF7237  USGS QUAD   -  HALLOCK NE (1974)
 DF7237
 DF7237                         *CURRENT SURVEY CONTROL
 DF7237  ______________________________________________________________________
 DF7237* NAD 83(2007) POSITION- 48 59 51.49162(N) 096 48 02.29859(W)   ADJUSTED  
 DF7237* NAD 83(2007) ELLIP HT-   266.819 (meters)        (02/10/07)   ADJUSTED
 DF7237* NAD 83(2007) EPOCH   -  2002.00
 DF7237* NAVD 88 ORTHO HEIGHT -   294.000  (meters)     964.57  (feet) ADJUSTED  
 DF7237  ______________________________________________________________________
 DF7237  NAD 83(2007) X  -   -496,491.543 (meters)                     COMP
 DF7237  NAD 83(2007) Y  - -4,163,308.549 (meters)                     COMP
 DF7237  NAD 83(2007) Z  -  4,790,587.670 (meters)                     COMP
 DF7237  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 DF7237  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DF7237  DYNAMIC HEIGHT  -        294.085 (meters)      964.84  (feet) COMP
 DF7237  MODELED GRAVITY -    980,891.3   (mgal)                       NAVD 88
 DF7237
 DF7237  VERT ORDER      -  SECOND    CLASS I
 DF7237
 DF7237  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7237  Type                                         Horiz  Ellip  Dist(km)
 DF7237  -------------------------------------------------------------------
 DF7237  NETWORK                                       0.72   0.82
 DF7237  -------------------------------------------------------------------
 DF7237  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.81   0.67      3.85
 DF7237  -------------------------------------------------------------------
 DF7237  NOTE: Click here for information on individual local accuracy
 DF7237  values and other accuracy information.
 DF7237
 DF7237
 DF7237.The horizontal coordinates were established by GPS observations
 DF7237.and adjusted by the National Geodetic Survey in February 2007.
 DF7237
 DF7237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7237.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7237
 DF7237.The horizontal coordinates are valid at the epoch date displayed above
 DF7237.which is a decimal equivalence of Year/Month/Day.
 DF7237
 DF7237.The orthometric height was determined by differential leveling and
 DF7237.adjusted in April 2004.
 DF7237
 DF7237.No vertical observational check was made to the station.
 DF7237
 DF7237.Photographs are available for this station.
 DF7237
 DF7237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7237
 DF7237.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7237
 DF7237.The ellipsoidal height was determined by GPS observations
 DF7237.and is referenced to NAD 83.
 DF7237
 DF7237.The dynamic height is computed by dividing the NAVD 88
 DF7237.geopotential number by the normal gravity value computed on the
 DF7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7237.degrees latitude (g = 980.6199 gals.).
 DF7237
 DF7237.The modeled gravity was interpolated from observed gravity values.
 DF7237
 DF7237. The following values were computed from the NAD 83(2007) position.
 DF7237
 DF7237;                    North         East     Units Scale Factor Converg.
 DF7237;SPC MN N     -   384,177.496   529,278.616   MT  1.00010952   -2 44 34.7
 DF7237;SPC MN N     - 1,260,422.33  1,736,474.93   sFT  1.00010952   -2 44 34.7
 DF7237;UTM  14      - 5,429,523.717   660,869.009   MT  0.99991792   +1 39 36.6
 DF7237
 DF7237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7237!SPC MN N     -   0.99995819  x   1.00010952  =   1.00006770
 DF7237!UTM  14      -   0.99995819  x   0.99991792  =   0.99987611
 DF7237
 DF7237                          SUPERSEDED SURVEY CONTROL
 DF7237
 DF7237  NAD 83(1996)-  48 59 51.49141(N)    096 48 02.29873(W) AD(       ) 1
 DF7237  ELLIP H (08/15/03)  266.826  (m)                       GP(       ) 3 2
 DF7237  NAVD 88 (08/15/03)  294.01   (m)          964.6    (f) LEVELING    3  
 DF7237
 DF7237.Superseded values are not recommended for survey control.
 DF7237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7237.See file dsdata.txt to determine how the superseded data were derived.
 DF7237
 DF7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6086929523(NAD 83)
 DF7237
 DF7237_MARKER: DD = SURVEY DISK
 DF7237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7237_STAMPING: 3505 J 2002
 DF7237_MARK LOGO: MNDT  
 DF7237_PROJECTION: RECESSED 8 CENTIMETERS
 DF7237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7237+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DF7237_ROD/PIPE-DEPTH:  9.1 meters
 DF7237
 DF7237  HISTORY     - Date     Condition        Report By
 DF7237  HISTORY     - 2002     MONUMENTED       MNDT
 DF7237  HISTORY     - 20021009 GOOD             MNDT
 DF7237  HISTORY     - 20070822 GOOD             MNDT
 DF7237
 DF7237                          STATION DESCRIPTION
 DF7237
 DF7237'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7237'THE MARK IS 9.75 MI (15.69 KM) NORTH ALONG TH 59 FROM JCT OF TH 59 AND
 DF7237'CO RD 6 IN LANCASTER, 0.2 MI (0.3 KM) SOUTH OF STATE LINE, AT TH 59 MP
 DF7237'428.25, 104.7 FT (31.9 M) WEST OF TH 59, 21.5 FT (6.6 M) SOUTH OF ENT,
 DF7237'2.5 FT (0.8 M) EAST OF R/W POST, AND 1.9 FT (0.6 M) EAST OF WIT POST.
 DF7237'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF7237'30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7237'RECESSED 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7237
 DF7237                          STATION RECOVERY (2002)
 DF7237
 DF7237'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7237'THE MARK IS 9.75 MI (15.69 KM) NORTH ALONG TH 59 FROM JCT OF TH 59 AND
 DF7237'CO RD 6 IN LANCASTER, 0.2 MI (0.3 KM) SOUTH OF STATE LINE, AT TH 59 MP
 DF7237'428.25, 104.7 FT (31.9 M) WEST OF TH 59, 21.5 FT (6.6 M) SOUTH OF ENT,
 DF7237'2.5 FT (0.8 M) EAST OF R/W POST, AND 1.9 FT (0.6 M) EAST OF WIT POST.
 DF7237'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF7237'30 FT (9.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7237'RECESSED 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7237
 DF7237                          STATION RECOVERY (2007)
 DF7237
 DF7237'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DF7237'9.75 MILES NORTH ALONG TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY
 DF7237'59 AND COUNTY ROAD 6 IN LANCASTER, AT TRUNK HIGHWAY 59 MILE POINT
 DF7237'428.25, 104.7 FEET WEST OF TRUNK HIGHWAY 59, 21.5 FEET SOUTH OF
 DF7237'ENTRANCE, 2.5 FEET EAST OF RIGHT OF WAY POST, 1.9 FEET EAST OF WITNESS
 DF7237'POST, 0.2 MILES SOUTH OF STATE LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7238 ***********************************************************************
 DF7238  DESIGNATION -  3505 K
 DF7238  PID         -  DF7238
 DF7238  STATE/COUNTY-  MN/KITTSON
 DF7238  COUNTRY     -  US
 DF7238  USGS QUAD   -  HALLOCK NE (1974)
 DF7238
 DF7238                         *CURRENT SURVEY CONTROL
 DF7238  ______________________________________________________________________
 DF7238* NAD 83(2007) POSITION- 48 57 46.88188(N) 096 47 58.07299(W)   ADJUSTED  
 DF7238* NAD 83(2007) ELLIP HT-   262.574 (meters)        (02/10/07)   ADJUSTED
 DF7238* NAD 83(2007) EPOCH   -  2002.00
 DF7238* NAVD 88 ORTHO HEIGHT -   289.761  (meters)     950.66  (feet) ADJUSTED  
 DF7238  ______________________________________________________________________
 DF7238  NAD 83(2007) X  -   -496,749.790 (meters)                     COMP
 DF7238  NAD 83(2007) Y  - -4,166,199.943 (meters)                     COMP
 DF7238  NAD 83(2007) Z  -  4,788,057.944 (meters)                     COMP
 DF7238  LAPLACE CORR    -         -2.53  (seconds)                    DEFLEC09
 DF7238  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF7238  DYNAMIC HEIGHT  -        289.844 (meters)      950.93  (feet) COMP
 DF7238  MODELED GRAVITY -    980,888.5   (mgal)                       NAVD 88
 DF7238
 DF7238  VERT ORDER      -  SECOND    CLASS I
 DF7238
 DF7238  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7238  Type                                         Horiz  Ellip  Dist(km)
 DF7238  -------------------------------------------------------------------
 DF7238  NETWORK                                       0.98   1.08
 DF7238  -------------------------------------------------------------------
 DF7238  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   0.84      2.10
 DF7238  -------------------------------------------------------------------
 DF7238  NOTE: Click here for information on individual local accuracy
 DF7238  values and other accuracy information.
 DF7238
 DF7238
 DF7238.The horizontal coordinates were established by GPS observations
 DF7238.and adjusted by the National Geodetic Survey in February 2007.
 DF7238
 DF7238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7238.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7238
 DF7238.The horizontal coordinates are valid at the epoch date displayed above
 DF7238.which is a decimal equivalence of Year/Month/Day.
 DF7238
 DF7238.The orthometric height was determined by differential leveling and
 DF7238.adjusted in April 2004.
 DF7238
 DF7238.No vertical observational check was made to the station.
 DF7238
 DF7238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7238
 DF7238.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7238
 DF7238.The ellipsoidal height was determined by GPS observations
 DF7238.and is referenced to NAD 83.
 DF7238
 DF7238.The dynamic height is computed by dividing the NAVD 88
 DF7238.geopotential number by the normal gravity value computed on the
 DF7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7238.degrees latitude (g = 980.6199 gals.).
 DF7238
 DF7238.The modeled gravity was interpolated from observed gravity values.
 DF7238
 DF7238. The following values were computed from the NAD 83(2007) position.
 DF7238
 DF7238;                    North         East     Units Scale Factor Converg.
 DF7238;SPC MN N     -   380,328.015   529,180.242   MT  1.00009734   -2 44 31.6
 DF7238;SPC MN N     - 1,247,792.83  1,736,152.18   sFT  1.00009734   -2 44 31.6
 DF7238;UTM  14      - 5,425,678.756   661,066.401   MT  0.99991871   +1 39 36.7
 DF7238
 DF7238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7238!SPC MN N     -   0.99995885  x   1.00009734  =   1.00005619
 DF7238!UTM  14      -   0.99995885  x   0.99991871  =   0.99987757
 DF7238
 DF7238:                Primary Azimuth Mark                     Grid Az
 DF7238:SPC MN N     -  3505 L                                   180 37 47.1
 DF7238:UTM  14      -  3505 L                                   176 13 38.8
 DF7238
 DF7238|---------------------------------------------------------------------|
 DF7238| PID    Reference Object                     Distance      Geod. Az  |
 DF7238|                                                           dddmmss.s |
 DF7238| DF7239 3505 L                              APPROX. 1.6 KM 1775315.5 |
 DF7238|---------------------------------------------------------------------|
 DF7238
 DF7238                          SUPERSEDED SURVEY CONTROL
 DF7238
 DF7238  NAD 83(1996)-  48 57 46.88169(N)    096 47 58.07312(W) AD(       ) 1
 DF7238  ELLIP H (08/15/03)  262.579  (m)                       GP(       ) 3 2
 DF7238  NAVD 88 (08/15/03)  289.77   (m)          950.7    (f) LEVELING    3  
 DF7238
 DF7238.Superseded values are not recommended for survey control.
 DF7238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7238.See file dsdata.txt to determine how the superseded data were derived.
 DF7238
 DF7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6106625678(NAD 83)
 DF7238
 DF7238_MARKER: DD = SURVEY DISK
 DF7238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7238_STAMPING: 3505 K 2002
 DF7238_MARK LOGO: MNDT  
 DF7238_PROJECTION: PROJECTING 5 CENTIMETERS
 DF7238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7238+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF7238_ROD/PIPE-DEPTH:  4.0 meters
 DF7238
 DF7238  HISTORY     - Date     Condition        Report By
 DF7238  HISTORY     - 2002     MONUMENTED       MNDT
 DF7238  HISTORY     - 20021009 GOOD             MNDT
 DF7238
 DF7238                          STATION DESCRIPTION
 DF7238
 DF7238'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7238'THE MARK IS 7.35 MI (11.83 KM) NORTH LANCASTER, 7.35 MI (11.83 KM)
 DF7238'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7238'MP 425.85, 77.4 FT (23.6 M) SSE OF TEL PEDESTAL, 75.5 FT (23.0 M) WEST
 DF7238'OF TH 59, 41 FT (12.5 M) SOUTH OF RD, AND 2 FT (0.6 M) NORTH OF WIT
 DF7238'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF7238'OF A 13 FT (4.0 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7238'PROJECTING 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7238
 DF7238                          STATION RECOVERY (2002)
 DF7238
 DF7238'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7238'THE MARK IS 7.35 MI (11.83 KM) NORTH LANCASTER, 7.35 MI (11.83 KM)
 DF7238'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7238'MP 425.85, 77.4 FT (23.6 M) SSE OF TEL PEDESTAL, 75.5 FT (23.0 M) WEST
 DF7238'OF TH 59, 41 FT (12.5 M) SOUTH OF RD, AND 2 FT (0.6 M) NORTH OF WIT
 DF7238'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF7238'OF A 13 FT (4.0 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7238'PROJECTING 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7239 ***********************************************************************
 DF7239  DESIGNATION -  3505 L
 DF7239  PID         -  DF7239
 DF7239  STATE/COUNTY-  MN/KITTSON
 DF7239  COUNTRY     -  US
 DF7239  USGS QUAD   -  HALLOCK NE (1974)
 DF7239
 DF7239                         *CURRENT SURVEY CONTROL
 DF7239  ______________________________________________________________________
 DF7239* NAD 83(2007) POSITION- 48 56 55.71102(N) 096 47 55.20738(W)   ADJUSTED  
 DF7239* NAD 83(2007) ELLIP HT-   261.784 (meters)        (02/10/07)   ADJUSTED
 DF7239* NAD 83(2007) EPOCH   -  2002.00
 DF7239* NAVD 88 ORTHO HEIGHT -   288.971  (meters)     948.07  (feet) ADJUSTED  
 DF7239  ______________________________________________________________________
 DF7239  NAD 83(2007) X  -   -496,832.988 (meters)                     COMP
 DF7239  NAD 83(2007) Y  - -4,167,390.193 (meters)                     COMP
 DF7239  NAD 83(2007) Z  -  4,787,019.331 (meters)                     COMP
 DF7239  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC09
 DF7239  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DF7239  DYNAMIC HEIGHT  -        289.053 (meters)      948.33  (feet) COMP
 DF7239  MODELED GRAVITY -    980,887.4   (mgal)                       NAVD 88
 DF7239
 DF7239  VERT ORDER      -  SECOND    CLASS I
 DF7239
 DF7239  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7239  Type                                         Horiz  Ellip  Dist(km)
 DF7239  -------------------------------------------------------------------
 DF7239  NETWORK                                       1.27   1.12
 DF7239  -------------------------------------------------------------------
 DF7239  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.07   0.82      1.79
 DF7239  -------------------------------------------------------------------
 DF7239  NOTE: Click here for information on individual local accuracy
 DF7239  values and other accuracy information.
 DF7239
 DF7239
 DF7239.The horizontal coordinates were established by GPS observations
 DF7239.and adjusted by the National Geodetic Survey in February 2007.
 DF7239
 DF7239.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7239.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7239
 DF7239.The horizontal coordinates are valid at the epoch date displayed above
 DF7239.which is a decimal equivalence of Year/Month/Day.
 DF7239
 DF7239.The orthometric height was determined by differential leveling and
 DF7239.adjusted in April 2004.
 DF7239
 DF7239.No vertical observational check was made to the station.
 DF7239
 DF7239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7239
 DF7239.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7239
 DF7239.The ellipsoidal height was determined by GPS observations
 DF7239.and is referenced to NAD 83.
 DF7239
 DF7239.The dynamic height is computed by dividing the NAVD 88
 DF7239.geopotential number by the normal gravity value computed on the
 DF7239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7239.degrees latitude (g = 980.6199 gals.).
 DF7239
 DF7239.The modeled gravity was interpolated from observed gravity values.
 DF7239
 DF7239. The following values were computed from the NAD 83(2007) position.
 DF7239
 DF7239;                    North         East     Units Scale Factor Converg.
 DF7239;SPC MN N     -   378,746.149   529,162.855   MT  1.00009245   -2 44 29.5
 DF7239;SPC MN N     - 1,242,602.99  1,736,095.13   sFT  1.00009245   -2 44 29.5
 DF7239;UTM  14      - 5,424,100.499   661,170.464   MT  0.99991912   +1 39 37.5
 DF7239
 DF7239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7239!SPC MN N     -   0.99995898  x   1.00009245  =   1.00005142
 DF7239!UTM  14      -   0.99995898  x   0.99991912  =   0.99987810
 DF7239
 DF7239:                Primary Azimuth Mark                     Grid Az
 DF7239:SPC MN N     -  3505 K                                   000 37 47.1
 DF7239:UTM  14      -  3505 K                                   356 13 40.1
 DF7239
 DF7239|---------------------------------------------------------------------|
 DF7239| PID    Reference Object                     Distance      Geod. Az  |
 DF7239|                                                           dddmmss.s |
 DF7239| DF7238 3505 K                              APPROX. 1.6 KM 3575317.6 |
 DF7239|---------------------------------------------------------------------|
 DF7239
 DF7239                          SUPERSEDED SURVEY CONTROL
 DF7239
 DF7239  NAD 83(1996)-  48 56 55.71079(N)    096 47 55.20754(W) AD(       ) 1
 DF7239  ELLIP H (08/15/03)  261.793  (m)                       GP(       ) 3 2
 DF7239  NAVD 88 (08/15/03)  288.98   (m)          948.1    (f) LEVELING    3  
 DF7239
 DF7239.Superseded values are not recommended for survey control.
 DF7239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7239.See file dsdata.txt to determine how the superseded data were derived.
 DF7239
 DF7239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6117024100(NAD 83)
 DF7239
 DF7239_MARKER: DD = SURVEY DISK
 DF7239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7239_STAMPING: 3505 L 2002
 DF7239_MARK LOGO: MNDT  
 DF7239_PROJECTION: RECESSED 3 CENTIMETERS
 DF7239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7239+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 DF7239_ROD/PIPE-DEPTH:  5.8 meters
 DF7239_SLEEVE-DEPTH  :  5.8 meters
 DF7239
 DF7239  HISTORY     - Date     Condition        Report By
 DF7239  HISTORY     - 2002     MONUMENTED       MNDT
 DF7239  HISTORY     - 20021009 GOOD             MNDT
 DF7239  HISTORY     - 20050822 GOOD             MNDT
 DF7239
 DF7239                          STATION DESCRIPTION
 DF7239
 DF7239'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7239'THE MARK IS 6.35 MI (10.22 KM) NORTH OF LANCASTER, 6.35 MI (10.22 KM)
 DF7239'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7239'MP 424.85, 78 FT (23.8 M) EAST OF TH 59, 40.5 FT (12.3 M) NORTH OF
 DF7239'ENT, 6 FT (1.8 M) NORTH OF BM 3505 B, AND 2 FT (0.6 M) SOUTH OF WIT
 DF7239'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF7239'OF A 19 FT (5.8 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7239'PROJECTING 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7239
 DF7239                          STATION RECOVERY (2002)
 DF7239
 DF7239'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7239'THE MARK IS 6.35 MI (10.22 KM) NORTH OF LANCASTER, 6.35 MI (10.22 KM)
 DF7239'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7239'MP 424.85, 78 FT (23.8 M) EAST OF TH 59, 40.5 FT (12.3 M) NORTH OF
 DF7239'ENT, 6 FT (1.8 M) NORTH OF BM 3505 B, AND 2 FT (0.6 M) SOUTH OF WIT
 DF7239'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF7239'OF A 19 FT (5.8 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7239'PROJECTING 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7239
 DF7239                          STATION RECOVERY (2005)
 DF7239
 DF7239'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DNR)
 DF7239'6.35 MILES NORTH OF LANCASTER, 6.35 MILES NORTH ALONG TRUNK HIGHWAY 59
 DF7239'FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6 IN LANCASTER, AT
 DF7239'TRUNK HIGHWAY 59 MILEPOINT 424.85, 78 FEET EAST OF TRUNK HIGHWAY 59,
 DF7239'40.5 FEET NORTH OF ENTRANCE, 6.0 FEET NORTH OF BENCHMARK 3505 B, 2.0
 DF7239'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7240 ***********************************************************************
 DF7240  DESIGNATION -  3505 M
 DF7240  PID         -  DF7240
 DF7240  STATE/COUNTY-  MN/KITTSON
 DF7240  COUNTRY     -  US
 DF7240  USGS QUAD   -  HALLOCK NE (1974)
 DF7240
 DF7240                         *CURRENT SURVEY CONTROL
 DF7240  ______________________________________________________________________
 DF7240* NAD 83(2007) POSITION- 48 55 11.80140(N) 096 47 57.15724(W)   ADJUSTED  
 DF7240* NAD 83(2007) ELLIP HT-   256.074 (meters)        (02/10/07)   ADJUSTED
 DF7240* NAD 83(2007) EPOCH   -  2002.00
 DF7240* NAVD 88 ORTHO HEIGHT -   283.273  (meters)     929.37  (feet) ADJUSTED  
 DF7240  ______________________________________________________________________
 DF7240  NAD 83(2007) X  -   -497,158.470 (meters)                     COMP
 DF7240  NAD 83(2007) Y  - -4,169,784.976 (meters)                     COMP
 DF7240  NAD 83(2007) Z  -  4,784,906.285 (meters)                     COMP
 DF7240  LAPLACE CORR    -         -2.26  (seconds)                    DEFLEC09
 DF7240  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DF7240  DYNAMIC HEIGHT  -        283.353 (meters)      929.63  (feet) COMP
 DF7240  MODELED GRAVITY -    980,885.4   (mgal)                       NAVD 88
 DF7240
 DF7240  VERT ORDER      -  SECOND    CLASS I
 DF7240
 DF7240  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7240  Type                                         Horiz  Ellip  Dist(km)
 DF7240  -------------------------------------------------------------------
 DF7240  NETWORK                                       1.14   1.08
 DF7240  -------------------------------------------------------------------
 DF7240  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.06   0.82      1.78
 DF7240  -------------------------------------------------------------------
 DF7240  NOTE: Click here for information on individual local accuracy
 DF7240  values and other accuracy information.
 DF7240
 DF7240
 DF7240.The horizontal coordinates were established by GPS observations
 DF7240.and adjusted by the National Geodetic Survey in February 2007.
 DF7240
 DF7240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7240.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7240
 DF7240.The horizontal coordinates are valid at the epoch date displayed above
 DF7240.which is a decimal equivalence of Year/Month/Day.
 DF7240
 DF7240.The orthometric height was determined by differential leveling and
 DF7240.adjusted in April 2004.
 DF7240
 DF7240.No vertical observational check was made to the station.
 DF7240
 DF7240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7240
 DF7240.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7240
 DF7240.The ellipsoidal height was determined by GPS observations
 DF7240.and is referenced to NAD 83.
 DF7240
 DF7240.The dynamic height is computed by dividing the NAVD 88
 DF7240.geopotential number by the normal gravity value computed on the
 DF7240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7240.degrees latitude (g = 980.6199 gals.).
 DF7240
 DF7240.The modeled gravity was interpolated from observed gravity values.
 DF7240
 DF7240. The following values were computed from the NAD 83(2007) position.
 DF7240
 DF7240;                    North         East     Units Scale Factor Converg.
 DF7240;SPC MN N     -   375,541.544   528,969.658   MT  1.00008271   -2 44 30.9
 DF7240;SPC MN N     - 1,232,089.22  1,735,461.29   sFT  1.00008271   -2 44 30.9
 DF7240;UTM  14      - 5,420,891.059   661,223.770   MT  0.99991933   +1 39 33.5
 DF7240
 DF7240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7240!SPC MN N     -   0.99995987  x   1.00008271  =   1.00004258
 DF7240!UTM  14      -   0.99995987  x   0.99991933  =   0.99987920
 DF7240
 DF7240:                Primary Azimuth Mark                     Grid Az
 DF7240:SPC MN N     -  3505 N                                   183 14 38.9
 DF7240:UTM  14      -  3505 N                                   178 50 34.5
 DF7240
 DF7240|---------------------------------------------------------------------|
 DF7240| PID    Reference Object                     Distance      Geod. Az  |
 DF7240|                                                           dddmmss.s |
 DF7240| DF7241 3505 N                              APPROX. 1.6 KM 1803008.0 |
 DF7240|---------------------------------------------------------------------|
 DF7240
 DF7240                          SUPERSEDED SURVEY CONTROL
 DF7240
 DF7240  NAD 83(1996)-  48 55 11.80117(N)    096 47 57.15741(W) AD(       ) 1
 DF7240  ELLIP H (08/15/03)  256.082  (m)                       GP(       ) 3 2
 DF7240  NAVD 88 (08/15/03)  283.28   (m)          929.4    (f) LEVELING    3  
 DF7240
 DF7240.Superseded values are not recommended for survey control.
 DF7240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7240.See file dsdata.txt to determine how the superseded data were derived.
 DF7240
 DF7240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6122320891(NAD 83)
 DF7240
 DF7240_MARKER: DD = SURVEY DISK
 DF7240_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7240_STAMPING: 3505 M 2002
 DF7240_MARK LOGO: MNDT  
 DF7240_PROJECTION: RECESSED 5 CENTIMETERS
 DF7240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7240+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF7240_ROD/PIPE-DEPTH:  4.6 meters
 DF7240
 DF7240  HISTORY     - Date     Condition        Report By
 DF7240  HISTORY     - 2002     MONUMENTED       MNDT
 DF7240  HISTORY     - 20021009 GOOD             MNDT
 DF7240
 DF7240                          STATION DESCRIPTION
 DF7240
 DF7240'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7240'THE MARK IS 4.35 MI (7.00 KM) NORTH OF LANCASTER, 4.35 MI (7.00 KM)
 DF7240'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7240'MP 422.85, 72.5 FT (22.1 M) WEST OF TH 59, 48 FT (14.6 M) NORTH OF RD,
 DF7240'2 FT (0.6 M) EAST OF R/W POST, AND 1.2 FT (0.4 M) EAST OF WIT POST.
 DF7240'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF7240'15 FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7240'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7240
 DF7240                          STATION RECOVERY (2002)
 DF7240
 DF7240'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7240'THE MARK IS 4.35 MI (7.00 KM) NORTH OF LANCASTER, 4.35 MI (7.00 KM)
 DF7240'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7240'MP 422.85, 72.5 FT (22.1 M) WEST OF TH 59, 48 FT (14.6 M) NORTH OF RD,
 DF7240'2 FT (0.6 M) EAST OF R/W POST, AND 1.2 FT (0.4 M) EAST OF WIT POST.
 DF7240'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF7240'15 FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7240'RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7241 ***********************************************************************
 DF7241  DESIGNATION -  3505 N
 DF7241  PID         -  DF7241
 DF7241  STATE/COUNTY-  MN/KITTSON
 DF7241  COUNTRY     -  US
 DF7241  USGS QUAD   -  HALLOCK NE (1974)
 DF7241
 DF7241                         *CURRENT SURVEY CONTROL
 DF7241  ______________________________________________________________________
 DF7241* NAD 83(2007) POSITION- 48 54 18.52685(N) 096 47 57.86563(W)   ADJUSTED  
 DF7241* NAD 83(2007) ELLIP HT-   253.704 (meters)        (02/10/07)   ADJUSTED
 DF7241* NAD 83(2007) EPOCH   -  2002.00
 DF7241* NAVD 88 ORTHO HEIGHT -   280.906  (meters)     921.61  (feet) ADJUSTED  
 DF7241  ______________________________________________________________________
 DF7241  NAD 83(2007) X  -   -497,319.466 (meters)                     COMP
 DF7241  NAD 83(2007) Y  - -4,171,013.431 (meters)                     COMP
 DF7241  NAD 83(2007) Z  -  4,783,822.878 (meters)                     COMP
 DF7241  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC09
 DF7241  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DF7241  DYNAMIC HEIGHT  -        280.985 (meters)      921.87  (feet) COMP
 DF7241  MODELED GRAVITY -    980,884.6   (mgal)                       NAVD 88
 DF7241
 DF7241  VERT ORDER      -  SECOND    CLASS I
 DF7241
 DF7241  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7241  Type                                         Horiz  Ellip  Dist(km)
 DF7241  -------------------------------------------------------------------
 DF7241  NETWORK                                       1.07   1.02
 DF7241  -------------------------------------------------------------------
 DF7241  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.88   0.69      2.40
 DF7241  -------------------------------------------------------------------
 DF7241  NOTE: Click here for information on individual local accuracy
 DF7241  values and other accuracy information.
 DF7241
 DF7241
 DF7241.The horizontal coordinates were established by GPS observations
 DF7241.and adjusted by the National Geodetic Survey in February 2007.
 DF7241
 DF7241.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7241.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7241
 DF7241.The horizontal coordinates are valid at the epoch date displayed above
 DF7241.which is a decimal equivalence of Year/Month/Day.
 DF7241
 DF7241.The orthometric height was determined by differential leveling and
 DF7241.adjusted in April 2004.
 DF7241
 DF7241.No vertical observational check was made to the station.
 DF7241
 DF7241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7241
 DF7241.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7241
 DF7241.The ellipsoidal height was determined by GPS observations
 DF7241.and is referenced to NAD 83.
 DF7241
 DF7241.The dynamic height is computed by dividing the NAVD 88
 DF7241.geopotential number by the normal gravity value computed on the
 DF7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7241.degrees latitude (g = 980.6199 gals.).
 DF7241
 DF7241.The modeled gravity was interpolated from observed gravity values.
 DF7241
 DF7241. The following values were computed from the NAD 83(2007) position.
 DF7241
 DF7241;                    North         East     Units Scale Factor Converg.
 DF7241;SPC MN N     -   373,898.276   528,876.514   MT  1.00007782   -2 44 31.5
 DF7241;SPC MN N     - 1,226,697.93  1,735,155.70   sFT  1.00007782   -2 44 31.5
 DF7241;UTM  14      - 5,419,245.753   661,256.996   MT  0.99991946   +1 39 31.6
 DF7241
 DF7241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7241!SPC MN N     -   0.99996024  x   1.00007782  =   1.00003806
 DF7241!UTM  14      -   0.99996024  x   0.99991946  =   0.99987971
 DF7241
 DF7241:                Primary Azimuth Mark                     Grid Az
 DF7241:SPC MN N     -  3505 M                                   003 14 39.0
 DF7241:UTM  14      -  3505 M                                   358 50 35.9
 DF7241
 DF7241|---------------------------------------------------------------------|
 DF7241| PID    Reference Object                     Distance      Geod. Az  |
 DF7241|                                                           dddmmss.s |
 DF7241| DF7240 3505 M                              APPROX. 1.6 KM 0003007.5 |
 DF7241|---------------------------------------------------------------------|
 DF7241
 DF7241                          SUPERSEDED SURVEY CONTROL
 DF7241
 DF7241  NAD 83(1996)-  48 54 18.52661(N)    096 47 57.86582(W) AD(       ) 1
 DF7241  ELLIP H (08/15/03)  253.714  (m)                       GP(       ) 3 2
 DF7241  NAVD 88 (08/15/03)  280.91   (m)          921.6    (f) LEVELING    3  
 DF7241
 DF7241.Superseded values are not recommended for survey control.
 DF7241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7241.See file dsdata.txt to determine how the superseded data were derived.
 DF7241
 DF7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6125619245(NAD 83)
 DF7241
 DF7241_MARKER: DD = SURVEY DISK
 DF7241_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7241_STAMPING: 3505 N 2002
 DF7241_MARK LOGO: MNDT  
 DF7241_PROJECTION: PROJECTING 3 CENTIMETERS
 DF7241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7241+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF7241_ROD/PIPE-DEPTH:  3.7 meters
 DF7241
 DF7241  HISTORY     - Date     Condition        Report By
 DF7241  HISTORY     - 2002     MONUMENTED       MNDT
 DF7241  HISTORY     - 20021009 GOOD             MNDT
 DF7241
 DF7241                          STATION DESCRIPTION
 DF7241
 DF7241'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7241'THE MARK IS 3.35 MI (5.39 KM) NORTH OF LANCASTER, 3.35 MI (5.39 KM)
 DF7241'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7241'MP 421.85, 114 FT (34.7 M) WEST OF TH 59, 43 FT (13.1 M) WNW OF
 DF7241'WATERGATE VALVE, 40.5 FT (12.3 M) SOUTH OF RD, 13 FT (4.0 M) NW OF END
 DF7241'OF FENCE POST, 8.5 FT (2.6 M) NORTH OF EAST WEST FENCE, AND 2.0 FT
 DF7241'(0.6 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF7241'MARK DISK SET ON TOP OF A 12 FT (3.7 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DF7241'STABILIZER FIN, IS PROJECTING 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7241
 DF7241                          STATION RECOVERY (2002)
 DF7241
 DF7241'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7241'THE MARK IS 3.35 MI (5.39 KM) NORTH OF LANCASTER, 3.35 MI (5.39 KM)
 DF7241'NORTH ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59
 DF7241'MP 421.85, 114 FT (34.7 M) WEST OF TH 59, 43 FT (13.1 M) WNW OF
 DF7241'WATERGATE VALVE, 40.5 FT (12.3 M) SOUTH OF RD, 13 FT (4.0 M) NW OF END
 DF7241'OF FENCE POST, 8.5 FT (2.6 M) NORTH OF EAST WEST FENCE, AND 2.0 FT
 DF7241'(0.6 M) EAST OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL
 DF7241'MARK DISK SET ON TOP OF A 12 FT (3.7 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DF7241'STABILIZER FIN, IS PROJECTING 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7242 ***********************************************************************
 DF7242  DESIGNATION -  3505 P
 DF7242  PID         -  DF7242
 DF7242  STATE/COUNTY-  MN/KITTSON
 DF7242  COUNTRY     -  US
 DF7242  USGS QUAD   -  LANCASTER (1974)
 DF7242
 DF7242                         *CURRENT SURVEY CONTROL
 DF7242  ______________________________________________________________________
 DF7242* NAD 83(2007) POSITION- 48 52 27.35063(N) 096 47 57.53439(W)   ADJUSTED  
 DF7242* NAD 83(2007) ELLIP HT-   252.874 (meters)        (02/10/07)   ADJUSTED
 DF7242* NAD 83(2007) EPOCH   -  2002.00
 DF7242* NAVD 88 ORTHO HEIGHT -   280.089  (meters)     918.93  (feet) ADJUSTED  
 DF7242  ______________________________________________________________________
 DF7242  NAD 83(2007) X  -   -497,619.065 (meters)                     COMP
 DF7242  NAD 83(2007) Y  - -4,173,583.182 (meters)                     COMP
 DF7242  NAD 83(2007) Z  -  4,781,564.045 (meters)                     COMP
 DF7242  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC09
 DF7242  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DF7242  DYNAMIC HEIGHT  -        280.168 (meters)      919.18  (feet) COMP
 DF7242  MODELED GRAVITY -    980,883.4   (mgal)                       NAVD 88
 DF7242
 DF7242  VERT ORDER      -  SECOND    CLASS I
 DF7242
 DF7242  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7242  Type                                         Horiz  Ellip  Dist(km)
 DF7242  -------------------------------------------------------------------
 DF7242  NETWORK                                       0.82   0.86
 DF7242  -------------------------------------------------------------------
 DF7242  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.64   0.57      1.96
 DF7242  -------------------------------------------------------------------
 DF7242  NOTE: Click here for information on individual local accuracy
 DF7242  values and other accuracy information.
 DF7242
 DF7242
 DF7242.The horizontal coordinates were established by GPS observations
 DF7242.and adjusted by the National Geodetic Survey in February 2007.
 DF7242
 DF7242.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7242.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7242
 DF7242.The horizontal coordinates are valid at the epoch date displayed above
 DF7242.which is a decimal equivalence of Year/Month/Day.
 DF7242
 DF7242.The orthometric height was determined by differential leveling and
 DF7242.adjusted in April 2004.
 DF7242
 DF7242.No vertical observational check was made to the station.
 DF7242
 DF7242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7242
 DF7242.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7242
 DF7242.The ellipsoidal height was determined by GPS observations
 DF7242.and is referenced to NAD 83.
 DF7242
 DF7242.The dynamic height is computed by dividing the NAVD 88
 DF7242.geopotential number by the normal gravity value computed on the
 DF7242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7242.degrees latitude (g = 980.6199 gals.).
 DF7242
 DF7242.The modeled gravity was interpolated from observed gravity values.
 DF7242
 DF7242. The following values were computed from the NAD 83(2007) position.
 DF7242
 DF7242;                    North         East     Units Scale Factor Converg.
 DF7242;SPC MN N     -   370,467.291   528,718.946   MT  1.00006782   -2 44 31.2
 DF7242;SPC MN N     - 1,215,441.44  1,734,638.74   sFT  1.00006782   -2 44 31.2
 DF7242;UTM  14      - 5,415,813.318   661,363.125   MT  0.99991989   +1 39 29.0
 DF7242
 DF7242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7242!SPC MN N     -   0.99996037  x   1.00006782  =   1.00002819
 DF7242!UTM  14      -   0.99996037  x   0.99991989  =   0.99988027
 DF7242
 DF7242:                Primary Azimuth Mark                     Grid Az
 DF7242:SPC MN N     -  3505 Q                                   183 06 38.0
 DF7242:UTM  14      -  3505 Q                                   178 42 37.8
 DF7242
 DF7242|---------------------------------------------------------------------|
 DF7242| PID    Reference Object                     Distance      Geod. Az  |
 DF7242|                                                           dddmmss.s |
 DF7242| DF7243 3505 Q                              APPROX. 1.1 KM 1802206.8 |
 DF7242|---------------------------------------------------------------------|
 DF7242
 DF7242                          SUPERSEDED SURVEY CONTROL
 DF7242
 DF7242  NAD 83(1996)-  48 52 27.35038(N)    096 47 57.53458(W) AD(       ) 1
 DF7242  ELLIP H (08/15/03)  252.882  (m)                       GP(       ) 3 2
 DF7242  NAVD 88 (08/15/03)  280.09   (m)          918.9    (f) LEVELING    3  
 DF7242
 DF7242.Superseded values are not recommended for survey control.
 DF7242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7242.See file dsdata.txt to determine how the superseded data were derived.
 DF7242
 DF7242_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6136315813(NAD 83)
 DF7242
 DF7242_MARKER: DD = SURVEY DISK
 DF7242_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7242_STAMPING: 3505 P 2002
 DF7242_MARK LOGO: MNDT  
 DF7242_PROJECTION: FLUSH
 DF7242_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7242+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF7242_ROD/PIPE-DEPTH:  4.3 meters
 DF7242
 DF7242  HISTORY     - Date     Condition        Report By
 DF7242  HISTORY     - 2002     MONUMENTED       MNDT
 DF7242  HISTORY     - 20021009 GOOD             MNDT
 DF7242
 DF7242                          STATION DESCRIPTION
 DF7242
 DF7242'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7242'THE MARK IS 1.2 MI (1.9 KM) NORTH OF LANCASTER, 1.2 MI (1.9 KM) NORTH
 DF7242'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7242'419.7, 143.7 FT (43.8 M) NORTH OF P-POLE, 75.5 FT (23.0 M) WEST OF TH
 DF7242'59, 21.5 FT (6.6 M) NORTH OF ENT, AND 2.0 FT (0.6 M) EAST OF WIT POST.
 DF7242'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF7242'14 FT (4.3 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS FLUSH,
 DF7242'MAGNETIC, AND SUITABLE FOR GPS.
 DF7242
 DF7242                          STATION RECOVERY (2002)
 DF7242
 DF7242'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7242'THE MARK IS 1.2 MI (1.9 KM) NORTH OF LANCASTER, 1.2 MI (1.9 KM) NORTH
 DF7242'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7242'419.7, 143.7 FT (43.8 M) NORTH OF P-POLE, 75.5 FT (23.0 M) WEST OF TH
 DF7242'59, 21.5 FT (6.6 M) NORTH OF ENT, AND 2.0 FT (0.6 M) EAST OF WIT POST.
 DF7242'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DF7242'14 FT (4.3 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS FLUSH,
 DF7242'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7243 ***********************************************************************
 DF7243  DESIGNATION -  3505 Q
 DF7243  PID         -  DF7243
 DF7243  STATE/COUNTY-  MN/KITTSON
 DF7243  COUNTRY     -  US
 DF7243  USGS QUAD   -  LANCASTER (1974)
 DF7243
 DF7243                         *CURRENT SURVEY CONTROL
 DF7243  ______________________________________________________________________
 DF7243* NAD 83(2007) POSITION- 48 51 51.73549(N) 096 47 57.88163(W)   ADJUSTED  
 DF7243* NAD 83(2007) ELLIP HT-   248.876 (meters)        (02/10/07)   ADJUSTED
 DF7243* NAD 83(2007) EPOCH   -  2002.00
 DF7243* NAVD 88 ORTHO HEIGHT -   276.093  (meters)     905.82  (feet) ADJUSTED  
 DF7243  ______________________________________________________________________
 DF7243  NAD 83(2007) X  -   -497,723.893 (meters)                     COMP
 DF7243  NAD 83(2007) Y  - -4,174,402.607 (meters)                     COMP
 DF7243  NAD 83(2007) Z  -  4,780,837.328 (meters)                     COMP
 DF7243  LAPLACE CORR    -         -2.04  (seconds)                    DEFLEC09
 DF7243  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DF7243  DYNAMIC HEIGHT  -        276.170 (meters)      906.07  (feet) COMP
 DF7243  MODELED GRAVITY -    980,883.1   (mgal)                       NAVD 88
 DF7243
 DF7243  VERT ORDER      -  SECOND    CLASS I
 DF7243
 DF7243  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7243  Type                                         Horiz  Ellip  Dist(km)
 DF7243  -------------------------------------------------------------------
 DF7243  NETWORK                                       1.00   0.98
 DF7243  -------------------------------------------------------------------
 DF7243  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.65      2.13
 DF7243  -------------------------------------------------------------------
 DF7243  NOTE: Click here for information on individual local accuracy
 DF7243  values and other accuracy information.
 DF7243
 DF7243
 DF7243.The horizontal coordinates were established by GPS observations
 DF7243.and adjusted by the National Geodetic Survey in February 2007.
 DF7243
 DF7243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7243.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7243
 DF7243.The horizontal coordinates are valid at the epoch date displayed above
 DF7243.which is a decimal equivalence of Year/Month/Day.
 DF7243
 DF7243.The orthometric height was determined by differential leveling and
 DF7243.adjusted in April 2004.
 DF7243
 DF7243.No vertical observational check was made to the station.
 DF7243
 DF7243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7243
 DF7243.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7243
 DF7243.The ellipsoidal height was determined by GPS observations
 DF7243.and is referenced to NAD 83.
 DF7243
 DF7243.The dynamic height is computed by dividing the NAVD 88
 DF7243.geopotential number by the normal gravity value computed on the
 DF7243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7243.degrees latitude (g = 980.6199 gals.).
 DF7243
 DF7243.The modeled gravity was interpolated from observed gravity values.
 DF7243
 DF7243. The following values were computed from the NAD 83(2007) position.
 DF7243
 DF7243;                    North         East     Units Scale Factor Converg.
 DF7243;SPC MN N     -   369,368.633   528,659.242   MT  1.00006468   -2 44 31.5
 DF7243;SPC MN N     - 1,211,836.92  1,734,442.86   sFT  1.00006468   -2 44 31.5
 DF7243;UTM  14      - 5,414,713.478   661,387.880   MT  0.99991999   +1 39 27.9
 DF7243
 DF7243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7243!SPC MN N     -   0.99996100  x   1.00006468  =   1.00002568
 DF7243!UTM  14      -   0.99996100  x   0.99991999  =   0.99988099
 DF7243
 DF7243:                Primary Azimuth Mark                     Grid Az
 DF7243:SPC MN N     -  3505 P                                   003 06 38.0
 DF7243:UTM  14      -  3505 P                                   358 42 38.6
 DF7243
 DF7243|---------------------------------------------------------------------|
 DF7243| PID    Reference Object                     Distance      Geod. Az  |
 DF7243|                                                           dddmmss.s |
 DF7243| DF7242 3505 P                              APPROX. 1.1 KM 0002206.5 |
 DF7243|---------------------------------------------------------------------|
 DF7243
 DF7243                          SUPERSEDED SURVEY CONTROL
 DF7243
 DF7243  NAD 83(1996)-  48 51 51.73526(N)    096 47 57.88180(W) AD(       ) 1
 DF7243  ELLIP H (08/15/03)  248.884  (m)                       GP(       ) 3 2
 DF7243  NAVD 88 (08/15/03)  276.10   (m)          905.8    (f) LEVELING    3  
 DF7243
 DF7243.Superseded values are not recommended for survey control.
 DF7243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7243.See file dsdata.txt to determine how the superseded data were derived.
 DF7243
 DF7243_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6138714713(NAD 83)
 DF7243
 DF7243_MARKER: DD = SURVEY DISK
 DF7243_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7243_STAMPING: 3505 Q 2003
 DF7243_MARK LOGO: MNDT  
 DF7243_PROJECTION: RECESSED 3 CENTIMETERS
 DF7243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7243+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 DF7243_ROD/PIPE-DEPTH:  4.6 meters
 DF7243
 DF7243  HISTORY     - Date     Condition        Report By
 DF7243  HISTORY     - 2002     MONUMENTED       MNDT
 DF7243  HISTORY     - 20021016 GOOD             MNDT
 DF7243  HISTORY     - 20030604 GOOD             MNDT
 DF7243
 DF7243                          STATION DESCRIPTION
 DF7243
 DF7243'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7243'THE MARK IS 0.5 MI (0.8 KM) NORTH OF LANCASTER, 0.5 MI (0.8 KM) NORTH
 DF7243'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7243'419, 97.8 FT (29.8 M) WSW OF MILEPOST 419, 70.2 FT (21.4 M) WEST OF TH
 DF7243'59, 12.2 FT (3.7 M) WNW OF P-POLE, 8.5 FT (2.6 M) SOUTH OF FIELD ENT,
 DF7243'5 FT (1.5 M) EAST OF NORTH-SOUTH FENCE, AND 2.8 FT (0.9 M) SOUTH OF
 DF7243'WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON
 DF7243'TOP OF A 15 FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DF7243'IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7243
 DF7243                          STATION RECOVERY (2002)
 DF7243
 DF7243'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF7243'THE MARK IS 0.5 MI (0.8 KM) NORTH OF LANCASTER, 0.5 MI (0.8 KM) NORTH
 DF7243'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7243'419, 97.8 FT (29.8 M) WSW OF MILEPOST 419, 70.2 FT (21.4 M) WEST OF TH
 DF7243'59, 12.2 FT (3.7 M) WNW OF P-POLE, 8.5 FT (2.6 M) SOUTH OF FIELD ENT,
 DF7243'5 FT (1.5 M) EAST OF NORTH-SOUTH FENCE, AND 2.8 FT (0.9 M) SOUTH OF
 DF7243'WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON
 DF7243'TOP OF A 15 FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DF7243'IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7243
 DF7243                          STATION RECOVERY (2003)
 DF7243
 DF7243'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF7243'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN VLANC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8895 ***********************************************************************
 DF8895  DESIGNATION -  3505 Q 1
 DF8895  PID         -  DF8895
 DF8895  STATE/COUNTY-  MN/KITTSON
 DF8895  COUNTRY     -  US
 DF8895  USGS QUAD   -  CARIBOU (1966)
 DF8895
 DF8895                         *CURRENT SURVEY CONTROL
 DF8895  ______________________________________________________________________
 DF8895* NAD 83(1986) POSITION- 48 58 45.4    (N) 096 27 31.2    (W)   HD_HELD2  
 DF8895* NAVD 88 ORTHO HEIGHT -   309.832  (meters)    1016.51  (feet) ADJUSTED  
 DF8895  ______________________________________________________________________
 DF8895  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 DF8895  DYNAMIC HEIGHT  -        309.923 (meters)     1016.81  (feet) COMP
 DF8895  MODELED GRAVITY -    980,893.5   (mgal)                       NAVD 88
 DF8895
 DF8895  VERT ORDER      -  SECOND    CLASS I
 DF8895
 DF8895.The horizontal coordinates were established by autonomous hand held GPS
 DF8895.observations and have an estimated accuracy of +/- 10 meters.
 DF8895.
 DF8895.The orthometric height was determined by differential leveling and
 DF8895.adjusted in April 2004.
 DF8895
 DF8895.The dynamic height is computed by dividing the NAVD 88
 DF8895.geopotential number by the normal gravity value computed on the
 DF8895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8895.degrees latitude (g = 980.6199 gals.).
 DF8895
 DF8895.The modeled gravity was interpolated from observed gravity values.
 DF8895
 DF8895;                    North         East    Units  Estimated Accuracy
 DF8895;SPC MN N     -   380,995.      554,190.      MT  (+/- 10 meters HH2 GPS)
 DF8895
 DF8895                          SUPERSEDED SURVEY CONTROL
 DF8895
 DF8895.No superseded survey control is available for this station.
 DF8895
 DF8895_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV8594828264(NAD 83)
 DF8895
 DF8895_MARKER: DD = SURVEY DISK
 DF8895_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF8895_SP_SET: HEADWALL BOX CULVERT
 DF8895_STAMPING: 3505 Q 1 2003
 DF8895_MARK LOGO: MNDT  
 DF8895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8895+STABILITY: SURFACE MOTION
 DF8895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8895+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2007
 DF8895
 DF8895  HISTORY     - Date     Condition        Report By
 DF8895  HISTORY     - 2003     MONUMENTED       MNDT
 DF8895  HISTORY     - 20070919 GOOD             MNDT
 DF8895
 DF8895                          STATION DESCRIPTION
 DF8895
 DF8895'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DF8895'THE MARK IS 0.5 MI (0.8 KM) WEST OF CARIBOU, IN HEADWALL OF BOX
 DF8895'CULVERT AT NE COR OF EAST BOX CULVERT OF CO RD 4 OVER ROSEAU RIVER
 DF8895'DRAINAGE DITCH, 0.4 MI (0.6 KM) WEST ALONG CO RD 4 FROM JCT OF CO RD 4
 DF8895'AND CO RD 53 IN CARIBOU, 28.3 FT (8.6 M) NORTH OF CO RD 4, 14.5 FT
 DF8895'(4.4 M) EAST OF DITCH RIVER.  THE MARK, A STANDARD MNDT GEODETIC
 DF8895'CONTROL MARK DISK SET IN A DRILL HOLE IS FLUSH, MAGNETIC, AND SUITABLE
 DF8895'FOR GPS.
 DF8895
 DF8895                          STATION RECOVERY (2007)
 DF8895
 DF8895'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJA)
 DF8895'0.5 MILE WEST OF CARIBOU, 0.4 MILE WEST ALONG COUNTY ROAD 4 FROM
 DF8895'JUNCTION OF COUNTY ROAD 4 AND COUNTY ROAD 53 IN CARIBOU, IN HEADWALL
 DF8895'AT NORTHEAST CORNER OF EAST BOX CULVERT UNDER COUNTY ROAD 4, 28.3 FEET
 DF8895'NORTH OF COUNTY ROAD 4, 14.5 FEET EAST OF DITCH RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8858 ***********************************************************************
 DF8858  DESIGNATION -  3506 K
 DF8858  PID         -  DF8858
 DF8858  STATE/COUNTY-  MN/KITTSON
 DF8858  COUNTRY     -  US
 DF8858  USGS QUAD   -  SKULL LAKE SW (1966)
 DF8858
 DF8858                         *CURRENT SURVEY CONTROL
 DF8858  ______________________________________________________________________
 DF8858* NAD 83(1986) POSITION- 48 48 13.3    (N) 096 43 50.2    (W)   HD_HELD2  
 DF8858* NAVD 88 ORTHO HEIGHT -   283.769  (meters)     931.00  (feet) ADJUSTED  
 DF8858  ______________________________________________________________________
 DF8858  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DF8858  DYNAMIC HEIGHT  -        283.847 (meters)      931.25  (feet) COMP
 DF8858  MODELED GRAVITY -    980,879.5   (mgal)                       NAVD 88
 DF8858
 DF8858  VERT ORDER      -  SECOND    CLASS I
 DF8858
 DF8858.The horizontal coordinates were established by autonomous hand held GPS
 DF8858.observations and have an estimated accuracy of +/- 10 meters.
 DF8858.
 DF8858.The orthometric height was determined by differential leveling and
 DF8858.adjusted in April 2004.
 DF8858
 DF8858.No vertical observational check was made to the station.
 DF8858
 DF8858.The dynamic height is computed by dividing the NAVD 88
 DF8858.geopotential number by the normal gravity value computed on the
 DF8858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8858.degrees latitude (g = 980.6199 gals.).
 DF8858
 DF8858.The modeled gravity was interpolated from observed gravity values.
 DF8858
 DF8858;                    North         East    Units  Estimated Accuracy
 DF8858;SPC MN N     -   362,389.      533,385.      MT  (+/- 10 meters HH2 GPS)
 DF8858
 DF8858                          SUPERSEDED SURVEY CONTROL
 DF8858
 DF8858.No superseded survey control is available for this station.
 DF8858
 DF8858_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6663408117(NAD 83)
 DF8858
 DF8858_MARKER: DB = BENCH MARK DISK
 DF8858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8858_STAMPING: 3506 K 1965
 DF8858_MARK LOGO: MNHD  
 DF8858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8858+STABILITY: SURFACE MOTION
 DF8858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8858+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF8858
 DF8858  HISTORY     - Date     Condition        Report By
 DF8858  HISTORY     - 1965     MONUMENTED       MNHD
 DF8858  HISTORY     - 20021016 GOOD             MNDT
 DF8858
 DF8858                          STATION DESCRIPTION
 DF8858
 DF8858'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8858'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.0 MI (8.0 KM)
 DF8858'SOUTH OF SOUTH LIMITS OF LANCASTER, 2.35 MI (3.78 KM) NORTH ALONG TH
 DF8858'59 FROM JCT OF TH 59 AND TH 175 I (3 MI NORTH OF LAKE BENSON) , AT SW
 DF8858'QUADRANT OF JCT OF TH 59 AND GRAVEL CROSSROAD, 111 FT (33.8 M) SW OF
 DF8858'TH 59, 104.0 FT (31.7 M) SOUTH OF GRAVEL RD, AT TH 59 MP 413.4, AT TH
 DF8858'59 STA 1439+65.  THE MARK, A STANDARD MNDT BENCH MARK DISK SET ON TOP
 DF8858'OF A CONCRETE MONUMENT, PROJECTS 2 INCHES, MAGNETIC, AND NOT SUITABLE
 DF8858'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8857 ***********************************************************************
 DF8857  DESIGNATION -  3506 P
 DF8857  PID         -  DF8857
 DF8857  STATE/COUNTY-  MN/KITTSON
 DF8857  COUNTRY     -  US
 DF8857  USGS QUAD   -  SKULL LAKE SW (1966)
 DF8857
 DF8857                         *CURRENT SURVEY CONTROL
 DF8857  ______________________________________________________________________
 DF8857* NAD 83(1986) POSITION- 48 46 45.7    (N) 096 42 22.1    (W)   HD_HELD2  
 DF8857* NAVD 88 ORTHO HEIGHT -   286.517  (meters)     940.01  (feet) ADJUSTED  
 DF8857  ______________________________________________________________________
 DF8857  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DF8857  DYNAMIC HEIGHT  -        286.595 (meters)      940.27  (feet) COMP
 DF8857  MODELED GRAVITY -    980,875.8   (mgal)                       NAVD 88
 DF8857
 DF8857  VERT ORDER      -  SECOND    CLASS I
 DF8857
 DF8857.The horizontal coordinates were established by autonomous hand held GPS
 DF8857.observations and have an estimated accuracy of +/- 10 meters.
 DF8857.
 DF8857.The orthometric height was determined by differential leveling and
 DF8857.adjusted in April 2004.
 DF8857
 DF8857.No vertical observational check was made to the station.
 DF8857
 DF8857.The dynamic height is computed by dividing the NAVD 88
 DF8857.geopotential number by the normal gravity value computed on the
 DF8857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8857.degrees latitude (g = 980.6199 gals.).
 DF8857
 DF8857.The modeled gravity was interpolated from observed gravity values.
 DF8857
 DF8857;                    North         East    Units  Estimated Accuracy
 DF8857;SPC MN N     -   359,602.      535,055.      MT  (+/- 10 meters HH2 GPS)
 DF8857
 DF8857                          SUPERSEDED SURVEY CONTROL
 DF8857
 DF8857.No superseded survey control is available for this station.
 DF8857
 DF8857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6851205466(NAD 83)
 DF8857
 DF8857_MARKER: DB = BENCH MARK DISK
 DF8857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF8857_SP_SET: BOX CULVERT HEADWALL
 DF8857_STAMPING: 3506 P 1965
 DF8857_MARK LOGO: MNHD  
 DF8857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8857+STABILITY: SURFACE MOTION
 DF8857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8857+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 DF8857
 DF8857  HISTORY     - Date     Condition        Report By
 DF8857  HISTORY     - 1965     MONUMENTED       MNHD
 DF8857  HISTORY     - 20021009 GOOD             MNDT
 DF8857
 DF8857                          STATION DESCRIPTION
 DF8857
 DF8857'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8857'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.5 MI (5.6 KM)
 DF8857'NW OF LAKE BRONSON, 3.5 MI (5.6 KM) NW ALONG TH 59 FROM JCT OF TH 59
 DF8857'AND CO RD 22 IN LAKE BRONSON, AT TH 59 MP 411.30, IN SE HEADWALL OF TH
 DF8857'59 DOUBLE BOX CULVERT NO 35002 AT MIDDLE BRANCH OF TWO RIVERS, NOT
 DF8857'MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7244 ***********************************************************************
 DF7244  DESIGNATION -  3506 Q
 DF7244  PID         -  DF7244
 DF7244  STATE/COUNTY-  MN/KITTSON
 DF7244  COUNTRY     -  US
 DF7244  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7244
 DF7244                         *CURRENT SURVEY CONTROL
 DF7244  ______________________________________________________________________
 DF7244* NAD 83(2007) POSITION- 48 47 02.12730(N) 096 42 42.02964(W)   ADJUSTED  
 DF7244* NAD 83(2007) ELLIP HT-   259.754 (meters)        (02/10/07)   ADJUSTED
 DF7244* NAD 83(2007) EPOCH   -  2002.00
 DF7244* NAVD 88 ORTHO HEIGHT -   287.030  (meters)     941.70  (feet) ADJUSTED  
 DF7244  ______________________________________________________________________
 DF7244  NAD 83(2007) X  -   -492,118.936 (meters)                     COMP
 DF7244  NAD 83(2007) Y  - -4,181,854.832 (meters)                     COMP
 DF7244  NAD 83(2007) Z  -  4,774,955.361 (meters)                     COMP
 DF7244  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 DF7244  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DF7244  DYNAMIC HEIGHT  -        287.109 (meters)      941.96  (feet) COMP
 DF7244  MODELED GRAVITY -    980,876.7   (mgal)                       NAVD 88
 DF7244
 DF7244  VERT ORDER      -  SECOND    CLASS I
 DF7244
 DF7244  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7244  Type                                         Horiz  Ellip  Dist(km)
 DF7244  -------------------------------------------------------------------
 DF7244  NETWORK                                       0.83   0.84
 DF7244  -------------------------------------------------------------------
 DF7244  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.75   0.61      4.83
 DF7244  -------------------------------------------------------------------
 DF7244  NOTE: Click here for information on individual local accuracy
 DF7244  values and other accuracy information.
 DF7244
 DF7244
 DF7244.The horizontal coordinates were established by GPS observations
 DF7244.and adjusted by the National Geodetic Survey in February 2007.
 DF7244
 DF7244.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7244.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7244
 DF7244.The horizontal coordinates are valid at the epoch date displayed above
 DF7244.which is a decimal equivalence of Year/Month/Day.
 DF7244
 DF7244.The orthometric height was determined by differential leveling and
 DF7244.adjusted in April 2004.
 DF7244
 DF7244.No vertical observational check was made to the station.
 DF7244
 DF7244.Photographs are available for this station.
 DF7244
 DF7244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7244
 DF7244.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7244
 DF7244.The ellipsoidal height was determined by GPS observations
 DF7244.and is referenced to NAD 83.
 DF7244
 DF7244.The dynamic height is computed by dividing the NAVD 88
 DF7244.geopotential number by the normal gravity value computed on the
 DF7244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7244.degrees latitude (g = 980.6199 gals.).
 DF7244
 DF7244.The modeled gravity was interpolated from observed gravity values.
 DF7244
 DF7244. The following values were computed from the NAD 83(2007) position.
 DF7244
 DF7244;                    North         East     Units Scale Factor Converg.
 DF7244;SPC MN N     -   360,127.415   534,671.858   MT  1.00004029   -2 40 37.4
 DF7244;SPC MN N     - 1,181,518.03  1,754,169.25   sFT  1.00004029   -2 40 37.4
 DF7244;UTM  14      - 5,405,961.739   668,090.852   MT  0.99994713   +1 43 18.3
 DF7244
 DF7244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7244!SPC MN N     -   0.99995929  x   1.00004029  =   0.99999958
 DF7244!UTM  14      -   0.99995929  x   0.99994713  =   0.99990643
 DF7244
 DF7244:                Primary Azimuth Mark                     Grid Az
 DF7244:SPC MN N     -  3506 R                                   330 17 51.7
 DF7244:UTM  14      -  3506 R                                   325 53 56.0
 DF7244
 DF7244|---------------------------------------------------------------------|
 DF7244| PID    Reference Object                     Distance      Geod. Az  |
 DF7244|                                                           dddmmss.s |
 DF7244| DF7245 3506 R                              APPROX. 1.5 KM 3273714.3 |
 DF7244|---------------------------------------------------------------------|
 DF7244
 DF7244                          SUPERSEDED SURVEY CONTROL
 DF7244
 DF7244  NAD 83(1996)-  48 47 02.12710(N)    096 42 42.02977(W) AD(       ) 1
 DF7244  ELLIP H (08/15/03)  259.759  (m)                       GP(       ) 3 2
 DF7244  NAVD 88 (08/15/03)  287.03   (m)          941.7    (f) LEVELING    3  
 DF7244
 DF7244.Superseded values are not recommended for survey control.
 DF7244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7244.See file dsdata.txt to determine how the superseded data were derived.
 DF7244
 DF7244_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6809005961(NAD 83)
 DF7244
 DF7244_MARKER: DD = SURVEY DISK
 DF7244_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7244_STAMPING: 3506 Q 2002
 DF7244_MARK LOGO: MNDT  
 DF7244_PROJECTION: RECESSED 3 CENTIMETERS
 DF7244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7244+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 DF7244_ROD/PIPE-DEPTH:  6.1 meters
 DF7244
 DF7244  HISTORY     - Date     Condition        Report By
 DF7244  HISTORY     - 2002     MONUMENTED       MNDT
 DF7244  HISTORY     - 20021009 GOOD             MNDT
 DF7244  HISTORY     - 20070723 GOOD             MNDT
 DF7244
 DF7244                          STATION DESCRIPTION
 DF7244
 DF7244'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7244'THE MARK IS 6.75 MI (10.86 KM) SE OF LANCASTER, 6.75 MI (10.86 KM) SE
 DF7244'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7244'411.75, 97.5 FT (29.7 M) SW OF TH 59, 76 FT (23.2 M) WEST OF RD, 11.2
 DF7244'FT (3.4 M) NE OF TEL CABLE SIGN POST, AND 2.7 FT (0.8 M) NW OF WIT
 DF7244'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF7244'OF A 20 FT (6.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7244'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7244
 DF7244                          STATION RECOVERY (2002)
 DF7244
 DF7244'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DF7244'THE MARK IS 6.75 MI (10.86 KM) SE OF LANCASTER, 6.75 MI (10.86 KM) SE
 DF7244'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7244'411.75, 97.5 FT (29.7 M) SW OF TH 59, 76 FT (23.2 M) WEST OF RD, 11.2
 DF7244'FT (3.4 M) NE OF TEL CABLE SIGN POST, AND 2.7 FT (0.8 M) NW OF WIT
 DF7244'POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP
 DF7244'OF A 20 FT (6.1 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DF7244'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7244
 DF7244                          STATION RECOVERY (2007)
 DF7244
 DF7244'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJA)
 DF7244'6.75 MILES SOUTHEAST OF LANCASTER, 6.75 MILES SOUTHEAST ALONG TRUNK
 DF7244'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6 IN
 DF7244'LANCASTER, AT TRUNK HIGHWAY 59 MILEPOINT 411.75, 97.5 FEET SOUTHWEST
 DF7244'OF TRUNK HIGHWAY 59, 76 FEET WEST OF ROAD, 11.2 FEET NORTHEAST OF
 DF7244'TELEPHONE CABLE SIGN POST, 2.7 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7245 ***********************************************************************
 DF7245  DESIGNATION -  3506 R
 DF7245  PID         -  DF7245
 DF7245  STATE/COUNTY-  MN/KITTSON
 DF7245  COUNTRY     -  US
 DF7245  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7245
 DF7245                         *CURRENT SURVEY CONTROL
 DF7245  ______________________________________________________________________
 DF7245* NAD 83(2007) POSITION- 48 47 42.81980(N) 096 43 21.08771(W)   ADJUSTED  
 DF7245* NAD 83(2007) ELLIP HT-   258.269 (meters)        (02/10/07)   ADJUSTED
 DF7245* NAD 83(2007) EPOCH   -  2002.00
 DF7245* NAVD 88 ORTHO HEIGHT -   285.538  (meters)     936.80  (feet) ADJUSTED  
 DF7245  ______________________________________________________________________
 DF7245  NAD 83(2007) X  -   -492,799.981 (meters)                     COMP
 DF7245  NAD 83(2007) Y  - -4,180,821.419 (meters)                     COMP
 DF7245  NAD 83(2007) Z  -  4,775,782.429 (meters)                     COMP
 DF7245  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC09
 DF7245  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DF7245  DYNAMIC HEIGHT  -        285.617 (meters)      937.06  (feet) COMP
 DF7245  MODELED GRAVITY -    980,878.5   (mgal)                       NAVD 88
 DF7245
 DF7245  VERT ORDER      -  SECOND    CLASS I
 DF7245
 DF7245  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7245  Type                                         Horiz  Ellip  Dist(km)
 DF7245  -------------------------------------------------------------------
 DF7245  NETWORK                                       0.86   0.84
 DF7245  -------------------------------------------------------------------
 DF7245  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.49      3.35
 DF7245  -------------------------------------------------------------------
 DF7245  NOTE: Click here for information on individual local accuracy
 DF7245  values and other accuracy information.
 DF7245
 DF7245
 DF7245.The horizontal coordinates were established by GPS observations
 DF7245.and adjusted by the National Geodetic Survey in February 2007.
 DF7245
 DF7245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7245.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7245
 DF7245.The horizontal coordinates are valid at the epoch date displayed above
 DF7245.which is a decimal equivalence of Year/Month/Day.
 DF7245
 DF7245.The orthometric height was determined by differential leveling and
 DF7245.adjusted in April 2004.
 DF7245
 DF7245.No vertical observational check was made to the station.
 DF7245
 DF7245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7245
 DF7245.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7245
 DF7245.The ellipsoidal height was determined by GPS observations
 DF7245.and is referenced to NAD 83.
 DF7245
 DF7245.The dynamic height is computed by dividing the NAVD 88
 DF7245.geopotential number by the normal gravity value computed on the
 DF7245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7245.degrees latitude (g = 980.6199 gals.).
 DF7245
 DF7245.The modeled gravity was interpolated from observed gravity values.
 DF7245
 DF7245. The following values were computed from the NAD 83(2007) position.
 DF7245
 DF7245;                    North         East     Units Scale Factor Converg.
 DF7245;SPC MN N     -   361,420.394   533,934.285   MT  1.00004359   -2 41 06.3
 DF7245;SPC MN N     - 1,185,760.08  1,751,749.40   sFT  1.00004359   -2 41 06.3
 DF7245;UTM  14      - 5,407,194.219   667,256.361   MT  0.99994369   +1 42 50.0
 DF7245
 DF7245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7245!SPC MN N     -   0.99995953  x   1.00004359  =   1.00000311
 DF7245!UTM  14      -   0.99995953  x   0.99994369  =   0.99990322
 DF7245
 DF7245:                Primary Azimuth Mark                     Grid Az
 DF7245:SPC MN N     -  3506 Q                                   150 17 51.2
 DF7245:UTM  14      -  3506 Q                                   145 53 54.9
 DF7245
 DF7245|---------------------------------------------------------------------|
 DF7245| PID    Reference Object                     Distance      Geod. Az  |
 DF7245|                                                           dddmmss.s |
 DF7245| DF7244 3506 Q                              APPROX. 1.5 KM 1473644.9 |
 DF7245|---------------------------------------------------------------------|
 DF7245
 DF7245                          SUPERSEDED SURVEY CONTROL
 DF7245
 DF7245  NAD 83(1996)-  48 47 42.81960(N)    096 43 21.08784(W) AD(       ) 1
 DF7245  ELLIP H (08/15/03)  258.274  (m)                       GP(       ) 3 2
 DF7245  NAVD 88 (08/15/03)  285.54   (m)          936.8    (f) LEVELING    3  
 DF7245
 DF7245.Superseded values are not recommended for survey control.
 DF7245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7245.See file dsdata.txt to determine how the superseded data were derived.
 DF7245
 DF7245_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6725607194(NAD 83)
 DF7245
 DF7245_MARKER: DD = SURVEY DISK
 DF7245_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7245_STAMPING: 3506 R 2002
 DF7245_MARK LOGO: MNDT  
 DF7245_PROJECTION: RECESSED 10 CENTIMETERS
 DF7245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7245+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2008
 DF7245_ROD/PIPE-DEPTH:  9.1 meters
 DF7245
 DF7245  HISTORY     - Date     Condition        Report By
 DF7245  HISTORY     - 2002     MONUMENTED       MNDT
 DF7245  HISTORY     - 20021016 GOOD             MNDT
 DF7245  HISTORY     - 20080212 GOOD             MNDT
 DF7245
 DF7245                          STATION DESCRIPTION
 DF7245
 DF7245'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7245'THE MARK IS 5.8 MI (9.3 KM) SE OF LANCASTER, 5.8 MI (9.3 KM) SE ALONG
 DF7245'TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP 412.7,
 DF7245'108 FT (32.9 M) SW OF TH 59, 26.5 FT (8.1 M) WEST OF ENT, 7.5 FT (2.3
 DF7245'M) NORTH OF TEL CABLE SIGN POST, 4.7 FT (1.4 M) NE OF FENCE LINE, AND
 DF7245'2.1 FT (0.6 M) SE OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF7245'CONTROL MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT
 DF7245'(0.9 M) STABILIZER FIN, IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE
 DF7245'FOR GPS.
 DF7245
 DF7245                          STATION RECOVERY (2002)
 DF7245
 DF7245'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF7245'THE MARK IS 5.8 MI (9.3 KM) SE OF LANCASTER, 5.8 MI (9.3 KM) SE ALONG
 DF7245'TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP 412.7,
 DF7245'108 FT (32.9 M) SW OF TH 59, 26.5 FT (8.1 M) WEST OF ENT, 7.5 FT (2.3
 DF7245'M) NORTH OF TEL CABLE SIGN POST, 4.7 FT (1.4 M) NE OF FENCE LINE, AND
 DF7245'2.1 FT (0.6 M) SE OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF7245'CONTROL MARK DISK SET ON TOP OF A 30 FT (9.1 M) DRIVEN ROD WITH A 3 FT
 DF7245'(0.9 M) STABILIZER FIN, IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE
 DF7245'FOR GPS.
 DF7245
 DF7245                          STATION RECOVERY (2008)
 DF7245
 DF7245'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF7245'5.8 MILES SOUTHEAST OF LANCASTER, 5.8 MILES SOUTHEAST ALONG TRUNK
 DF7245'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6 IN
 DF7245'LANCASTER, AT TRUNK HIGHWAY 59 MILEPOINT 412.7, 108 FEET SOUTHWEST OF
 DF7245'TRUNK HIGHWAY 59, 26.5 FEET WEST OF ENTRANCE, 7.5 FEET NORTH OF
 DF7245'TELEPHONE CABLE SIGN POST, 4.7 FEET NORTHEAST OF FENCE LINE, 2.1 FEET
 DF7245'SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7246 ***********************************************************************
 DF7246  DESIGNATION -  3506 S
 DF7246  PID         -  DF7246
 DF7246  STATE/COUNTY-  MN/KITTSON
 DF7246  COUNTRY     -  US
 DF7246  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7246
 DF7246                         *CURRENT SURVEY CONTROL
 DF7246  ______________________________________________________________________
 DF7246* NAD 83(2007) POSITION- 48 48 29.18152(N) 096 44 05.45289(W)   ADJUSTED  
 DF7246* NAD 83(2007) ELLIP HT-   255.950 (meters)        (02/10/07)   ADJUSTED
 DF7246* NAD 83(2007) EPOCH   -  2002.00
 DF7246* NAVD 88 ORTHO HEIGHT -   283.218  (meters)     929.19  (feet) ADJUSTED  
 DF7246  ______________________________________________________________________
 DF7246  NAD 83(2007) X  -   -493,572.658 (meters)                     COMP
 DF7246  NAD 83(2007) Y  - -4,179,643.613 (meters)                     COMP
 DF7246  NAD 83(2007) Z  -  4,776,724.025 (meters)                     COMP
 DF7246  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC09
 DF7246  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DF7246  DYNAMIC HEIGHT  -        283.296 (meters)      929.45  (feet) COMP
 DF7246  MODELED GRAVITY -    980,879.9   (mgal)                       NAVD 88
 DF7246
 DF7246  VERT ORDER      -  SECOND    CLASS I
 DF7246
 DF7246  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7246  Type                                         Horiz  Ellip  Dist(km)
 DF7246  -------------------------------------------------------------------
 DF7246  NETWORK                                       0.83   0.82
 DF7246  -------------------------------------------------------------------
 DF7246  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.73   0.57      3.22
 DF7246  -------------------------------------------------------------------
 DF7246  NOTE: Click here for information on individual local accuracy
 DF7246  values and other accuracy information.
 DF7246
 DF7246
 DF7246.The horizontal coordinates were established by GPS observations
 DF7246.and adjusted by the National Geodetic Survey in February 2007.
 DF7246
 DF7246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7246.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7246
 DF7246.The horizontal coordinates are valid at the epoch date displayed above
 DF7246.which is a decimal equivalence of Year/Month/Day.
 DF7246
 DF7246.The orthometric height was determined by differential leveling and
 DF7246.adjusted in April 2004.
 DF7246
 DF7246.No vertical observational check was made to the station.
 DF7246
 DF7246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7246
 DF7246.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7246
 DF7246.The ellipsoidal height was determined by GPS observations
 DF7246.and is referenced to NAD 83.
 DF7246
 DF7246.The dynamic height is computed by dividing the NAVD 88
 DF7246.geopotential number by the normal gravity value computed on the
 DF7246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7246.degrees latitude (g = 980.6199 gals.).
 DF7246
 DF7246.The modeled gravity was interpolated from observed gravity values.
 DF7246
 DF7246. The following values were computed from the NAD 83(2007) position.
 DF7246
 DF7246;                    North         East     Units Scale Factor Converg.
 DF7246;SPC MN N     -   362,893.504   533,097.129   MT  1.00004741   -2 41 39.2
 DF7246;SPC MN N     - 1,190,593.10  1,749,002.83   sFT  1.00004741   -2 41 39.2
 DF7246;UTM  14      - 5,408,598.632   666,308.778   MT  0.99993980   +1 42 17.8
 DF7246
 DF7246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7246!SPC MN N     -   0.99995989  x   1.00004741  =   1.00000730
 DF7246!UTM  14      -   0.99995989  x   0.99993980  =   0.99989969
 DF7246
 DF7246                          SUPERSEDED SURVEY CONTROL
 DF7246
 DF7246  NAD 83(1996)-  48 48 29.18132(N)    096 44 05.45302(W) AD(       ) 1
 DF7246  ELLIP H (08/15/03)  255.956  (m)                       GP(       ) 3 2
 DF7246  NAVD 88 (08/15/03)  283.22   (m)          929.2    (f) LEVELING    3  
 DF7246
 DF7246.Superseded values are not recommended for survey control.
 DF7246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7246.See file dsdata.txt to determine how the superseded data were derived.
 DF7246
 DF7246_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6630808598(NAD 83)
 DF7246
 DF7246_MARKER: DD = SURVEY DISK
 DF7246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7246_STAMPING: 3506 S 2002
 DF7246_MARK LOGO: MNDT  
 DF7246_PROJECTION: FLUSH
 DF7246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7246+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7246_ROD/PIPE-DEPTH:  3.0 meters
 DF7246
 DF7246  HISTORY     - Date     Condition        Report By
 DF7246  HISTORY     - 2002     MONUMENTED       MNDT
 DF7246  HISTORY     - 20021016 GOOD             MNDT
 DF7246
 DF7246                          STATION DESCRIPTION
 DF7246
 DF7246'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7246'THE MARK IS 4.75 MI (7.64 KM) SE OF LANCASTER, 4.75 MI (7.64 KM) SE
 DF7246'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7246'413.35, 107.5 FT (32.8 M) SW OF TH 59, 6 FT (1.8 M) WEST OF ENT, 3 FT
 DF7246'(0.9 M) NE OF FENCE LINE, 6 FT (1.8 M) ESE OF TEL CABLE SIGN POST, AND
 DF7246'2.1 FT (0.6 M) NW OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF7246'CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN ROD WITH A 3 FT
 DF7246'(0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7246
 DF7246                          STATION RECOVERY (2002)
 DF7246
 DF7246'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF7246'THE MARK IS 4.75 MI (7.64 KM) SE OF LANCASTER, 4.75 MI (7.64 KM) SE
 DF7246'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7246'413.35, 107.5 FT (32.8 M) SW OF TH 59, 6 FT (1.8 M) WEST OF ENT, 3 FT
 DF7246'(0.9 M) NE OF FENCE LINE, 6 FT (1.8 M) ESE OF TEL CABLE SIGN POST, AND
 DF7246'2.1 FT (0.6 M) NW OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC
 DF7246'CONTROL MARK DISK SET ON TOP OF A 10 FT (3.0 M) DRIVEN ROD WITH A 3 FT
 DF7246'(0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7247 ***********************************************************************
 DF7247  DESIGNATION -  3506 T
 DF7247  PID         -  DF7247
 DF7247  STATE/COUNTY-  MN/KITTSON
 DF7247  COUNTRY     -  US
 DF7247  USGS QUAD   -  SKULL LAKE SW (1966)
 DF7247
 DF7247                         *CURRENT SURVEY CONTROL
 DF7247  ______________________________________________________________________
 DF7247* NAD 83(2007) POSITION- 48 49 14.38880(N) 096 44 48.67524(W)   ADJUSTED  
 DF7247* NAD 83(2007) ELLIP HT-   256.021 (meters)        (02/10/07)   ADJUSTED
 DF7247* NAD 83(2007) EPOCH   -  2002.00
 DF7247* NAVD 88 ORTHO HEIGHT -   283.282  (meters)     929.40  (feet) ADJUSTED  
 DF7247  ______________________________________________________________________
 DF7247  NAD 83(2007) X  -   -494,325.013 (meters)                     COMP
 DF7247  NAD 83(2007) Y  - -4,178,496.414 (meters)                     COMP
 DF7247  NAD 83(2007) Z  -  4,777,643.698 (meters)                     COMP
 DF7247  LAPLACE CORR    -         -2.39  (seconds)                    DEFLEC09
 DF7247  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DF7247  DYNAMIC HEIGHT  -        283.361 (meters)      929.66  (feet) COMP
 DF7247  MODELED GRAVITY -    980,880.8   (mgal)                       NAVD 88
 DF7247
 DF7247  VERT ORDER      -  SECOND    CLASS I
 DF7247
 DF7247  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7247  Type                                         Horiz  Ellip  Dist(km)
 DF7247  -------------------------------------------------------------------
 DF7247  NETWORK                                       0.85   0.84
 DF7247  -------------------------------------------------------------------
 DF7247  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.49      3.58
 DF7247  -------------------------------------------------------------------
 DF7247  NOTE: Click here for information on individual local accuracy
 DF7247  values and other accuracy information.
 DF7247
 DF7247
 DF7247.The horizontal coordinates were established by GPS observations
 DF7247.and adjusted by the National Geodetic Survey in February 2007.
 DF7247
 DF7247.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7247.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7247
 DF7247.The horizontal coordinates are valid at the epoch date displayed above
 DF7247.which is a decimal equivalence of Year/Month/Day.
 DF7247
 DF7247.The orthometric height was determined by differential leveling and
 DF7247.adjusted in April 2004.
 DF7247
 DF7247.No vertical observational check was made to the station.
 DF7247
 DF7247.Photographs are available for this station.
 DF7247
 DF7247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7247
 DF7247.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7247
 DF7247.The ellipsoidal height was determined by GPS observations
 DF7247.and is referenced to NAD 83.
 DF7247
 DF7247.The dynamic height is computed by dividing the NAVD 88
 DF7247.geopotential number by the normal gravity value computed on the
 DF7247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7247.degrees latitude (g = 980.6199 gals.).
 DF7247
 DF7247.The modeled gravity was interpolated from observed gravity values.
 DF7247
 DF7247. The following values were computed from the NAD 83(2007) position.
 DF7247
 DF7247;                    North         East     Units Scale Factor Converg.
 DF7247;SPC MN N     -   364,330.023   532,282.042   MT  1.00005118   -2 42 11.2
 DF7247;SPC MN N     - 1,195,306.08  1,746,328.67   sFT  1.00005118   -2 42 11.2
 DF7247;UTM  14      - 5,409,968.243   665,386.006   MT  0.99993604   +1 41 46.4
 DF7247
 DF7247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7247!SPC MN N     -   0.99995988  x   1.00005118  =   1.00001106
 DF7247!UTM  14      -   0.99995988  x   0.99993604  =   0.99989592
 DF7247
 DF7247                          SUPERSEDED SURVEY CONTROL
 DF7247
 DF7247  NAD 83(1996)-  48 49 14.38859(N)    096 44 48.67538(W) AD(       ) 1
 DF7247  ELLIP H (08/15/03)  256.028  (m)                       GP(       ) 3 2
 DF7247  NAVD 88 (08/15/03)  283.28   (m)          929.4    (f) LEVELING    3  
 DF7247
 DF7247.Superseded values are not recommended for survey control.
 DF7247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7247.See file dsdata.txt to determine how the superseded data were derived.
 DF7247
 DF7247_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6538609968(NAD 83)
 DF7247
 DF7247_MARKER: DD = SURVEY DISK
 DF7247_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7247_STAMPING: 3506 T 2002
 DF7247_MARK LOGO: MNDT  
 DF7247_PROJECTION: RECESSED 3 CENTIMETERS
 DF7247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7247+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 DF7247_ROD/PIPE-DEPTH:  4.6 meters
 DF7247
 DF7247  HISTORY     - Date     Condition        Report By
 DF7247  HISTORY     - 2002     MONUMENTED       MNDT
 DF7247  HISTORY     - 20021016 GOOD             MNDT
 DF7247  HISTORY     - 20070723 GOOD             MNDT
 DF7247
 DF7247                          STATION DESCRIPTION
 DF7247
 DF7247'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7247'THE MARK IS 3.7 MI (6.0 KM) SE OF LANCASTER, 3.7 MI (6.0 KM) SE ALONG
 DF7247'TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP 414.8,
 DF7247'109.5 FT (33.4 M) SW OF TH 59, AND 1.6 FT (0.5 M) NE OF WIT POST. THE
 DF7247'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FT
 DF7247'(4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1
 DF7247'INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7247
 DF7247                          STATION RECOVERY (2002)
 DF7247
 DF7247'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF7247'THE MARK IS 3.7 MI (6.0 KM) SE OF LANCASTER, 3.7 MI (6.0 KM) SE ALONG
 DF7247'TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP 414.8,
 DF7247'109.5 FT (33.4 M) SW OF TH 59, AND 1.6 FT (0.5 M) NE OF WIT POST. THE
 DF7247'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FT
 DF7247'(4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1
 DF7247'INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DF7247
 DF7247                          STATION RECOVERY (2007)
 DF7247
 DF7247'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJA)
 DF7247'3.7 MILES SOUTHEAST OF LANCASTER, 3.7 MILES SOUTHEAST ALONG TRUNK
 DF7247'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6 IN
 DF7247'LANCASTER, AT TRUNK HIGHWAY 59 MILEPOINT 414.8, 109.5 FEET SOUTHWEST
 DF7247'OF TRUNK HIGHWAY 59, 1.6 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7248 ***********************************************************************
 DF7248  DESIGNATION -  3506 U
 DF7248  PID         -  DF7248
 DF7248  STATE/COUNTY-  MN/KITTSON
 DF7248  COUNTRY     -  US
 DF7248  USGS QUAD   -  LANCASTER (1974)
 DF7248
 DF7248                         *CURRENT SURVEY CONTROL
 DF7248  ______________________________________________________________________
 DF7248* NAD 83(2007) POSITION- 48 49 58.78736(N) 096 45 26.52851(W)   ADJUSTED  
 DF7248* NAD 83(2007) ELLIP HT-   255.461 (meters)        (02/10/07)   ADJUSTED
 DF7248* NAD 83(2007) EPOCH   -  2002.00
 DF7248* NAVD 88 ORTHO HEIGHT -   282.713  (meters)     927.53  (feet) ADJUSTED  
 DF7248  ______________________________________________________________________
 DF7248  NAD 83(2007) X  -   -494,970.312 (meters)                     COMP
 DF7248  NAD 83(2007) Y  - -4,177,380.029 (meters)                     COMP
 DF7248  NAD 83(2007) Z  -  4,778,546.222 (meters)                     COMP
 DF7248  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC09
 DF7248  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 DF7248  DYNAMIC HEIGHT  -        282.792 (meters)      927.79  (feet) COMP
 DF7248  MODELED GRAVITY -    980,881.3   (mgal)                       NAVD 88
 DF7248
 DF7248  VERT ORDER      -  SECOND    CLASS I
 DF7248
 DF7248  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7248  Type                                         Horiz  Ellip  Dist(km)
 DF7248  -------------------------------------------------------------------
 DF7248  NETWORK                                       1.04   0.98
 DF7248  -------------------------------------------------------------------
 DF7248  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.84   0.69      6.41
 DF7248  -------------------------------------------------------------------
 DF7248  NOTE: Click here for information on individual local accuracy
 DF7248  values and other accuracy information.
 DF7248
 DF7248
 DF7248.The horizontal coordinates were established by GPS observations
 DF7248.and adjusted by the National Geodetic Survey in February 2007.
 DF7248
 DF7248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7248.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7248
 DF7248.The horizontal coordinates are valid at the epoch date displayed above
 DF7248.which is a decimal equivalence of Year/Month/Day.
 DF7248
 DF7248.The orthometric height was determined by differential leveling and
 DF7248.adjusted in April 2004.
 DF7248
 DF7248.No vertical observational check was made to the station.
 DF7248
 DF7248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7248
 DF7248.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7248
 DF7248.The ellipsoidal height was determined by GPS observations
 DF7248.and is referenced to NAD 83.
 DF7248
 DF7248.The dynamic height is computed by dividing the NAVD 88
 DF7248.geopotential number by the normal gravity value computed on the
 DF7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7248.degrees latitude (g = 980.6199 gals.).
 DF7248
 DF7248.The modeled gravity was interpolated from observed gravity values.
 DF7248
 DF7248. The following values were computed from the NAD 83(2007) position.
 DF7248
 DF7248;                    North         East     Units Scale Factor Converg.
 DF7248;SPC MN N     -   365,736.531   531,575.590   MT  1.00005493   -2 42 39.3
 DF7248;SPC MN N     - 1,199,920.60  1,744,010.91   sFT  1.00005493   -2 42 39.3
 DF7248;UTM  14      - 5,411,316.256   664,573.840   MT  0.99993275   +1 41 19.0
 DF7248
 DF7248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7248!SPC MN N     -   0.99995997  x   1.00005493  =   1.00001489
 DF7248!UTM  14      -   0.99995997  x   0.99993275  =   0.99989272
 DF7248
 DF7248                          SUPERSEDED SURVEY CONTROL
 DF7248
 DF7248  NAD 83(1996)-  48 49 58.78716(N)    096 45 26.52864(W) AD(       ) 1
 DF7248  ELLIP H (08/15/03)  255.465  (m)                       GP(       ) 3 2
 DF7248  NAVD 88 (08/15/03)  282.72   (m)          927.6    (f) LEVELING    3  
 DF7248
 DF7248.Superseded values are not recommended for survey control.
 DF7248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7248.See file dsdata.txt to determine how the superseded data were derived.
 DF7248
 DF7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6457311316(NAD 83)
 DF7248
 DF7248_MARKER: DD = SURVEY DISK
 DF7248_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7248_STAMPING: 3506 U 2002
 DF7248_MARK LOGO: MNDT  
 DF7248_PROJECTION: RECESSED 10 CENTIMETERS
 DF7248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7248+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DF7248_ROD/PIPE-DEPTH:  4.6 meters
 DF7248
 DF7248  HISTORY     - Date     Condition        Report By
 DF7248  HISTORY     - 2002     MONUMENTED       MNDT
 DF7248  HISTORY     - 20021016 GOOD             MNDT
 DF7248
 DF7248                          STATION DESCRIPTION
 DF7248
 DF7248'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7248'THE MARK IS 2.7 MI (4.3 KM) SE OF LANCASTER, 2.7 MI (4.3 KM) SE ALONG
 DF7248'TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP 415.8,
 DF7248'187.7 FT (57.2 M) NE OF TH 59, 70.5 FT (21.5 M) NE OF NE RAIL OF
 DF7248'TRACKS, 30.5 FT (9.3 M) NORTH OF CO RD 17, AND 2 FT (0.6 M) SOUTH OF
 DF7248'WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON
 DF7248'TOP OF A 15 FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DF7248'IS RECESSED 4 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF7248
 DF7248                          STATION RECOVERY (2002)
 DF7248
 DF7248'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF7248'THE MARK IS 2.7 MI (4.3 KM) SE OF LANCASTER, 2.7 MI (4.3 KM) SE ALONG
 DF7248'TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP 415.8,
 DF7248'187.7 FT (57.2 M) NE OF TH 59, 70.5 FT (21.5 M) NE OF NE RAIL OF
 DF7248'TRACKS, 30.5 FT (9.3 M) NORTH OF CO RD 17, AND 2 FT (0.6 M) SOUTH OF
 DF7248'WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON
 DF7248'TOP OF A 15 FT (4.6 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DF7248'IS RECESSED 4 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7249 ***********************************************************************
 DF7249  DESIGNATION -  3506 V
 DF7249  PID         -  DF7249
 DF7249  STATE/COUNTY-  MN/KITTSON
 DF7249  COUNTRY     -  US
 DF7249  USGS QUAD   -  LANCASTER (1974)
 DF7249
 DF7249                         *CURRENT SURVEY CONTROL
 DF7249  ______________________________________________________________________
 DF7249* NAD 83(2007) POSITION- 48 50 45.28546(N) 096 46 37.51309(W)   ADJUSTED  
 DF7249* NAD 83(2007) ELLIP HT-   253.467 (meters)        (02/10/07)   ADJUSTED
 DF7249* NAD 83(2007) EPOCH   -  2002.00
 DF7249* NAVD 88 ORTHO HEIGHT -   280.708  (meters)     920.96  (feet) ADJUSTED  
 DF7249  ______________________________________________________________________
 DF7249  NAD 83(2007) X  -   -496,280.127 (meters)                     COMP
 DF7249  NAD 83(2007) Y  - -4,176,134.261 (meters)                     COMP
 DF7249  NAD 83(2007) Z  -  4,779,490.130 (meters)                     COMP
 DF7249  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC09
 DF7249  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DF7249  DYNAMIC HEIGHT  -        280.787 (meters)      921.22  (feet) COMP
 DF7249  MODELED GRAVITY -    980,882.0   (mgal)                       NAVD 88
 DF7249
 DF7249  VERT ORDER      -  SECOND    CLASS I
 DF7249
 DF7249  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7249  Type                                         Horiz  Ellip  Dist(km)
 DF7249  -------------------------------------------------------------------
 DF7249  NETWORK                                       0.85   0.86
 DF7249  -------------------------------------------------------------------
 DF7249  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.74   0.55      2.63
 DF7249  -------------------------------------------------------------------
 DF7249  NOTE: Click here for information on individual local accuracy
 DF7249  values and other accuracy information.
 DF7249
 DF7249
 DF7249.The horizontal coordinates were established by GPS observations
 DF7249.and adjusted by the National Geodetic Survey in February 2007.
 DF7249
 DF7249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7249.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7249
 DF7249.The horizontal coordinates are valid at the epoch date displayed above
 DF7249.which is a decimal equivalence of Year/Month/Day.
 DF7249
 DF7249.The orthometric height was determined by differential leveling and
 DF7249.adjusted in April 2004.
 DF7249
 DF7249.No vertical observational check was made to the station.
 DF7249
 DF7249.Photographs are available for this station.
 DF7249
 DF7249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7249
 DF7249.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7249
 DF7249.The ellipsoidal height was determined by GPS observations
 DF7249.and is referenced to NAD 83.
 DF7249
 DF7249.The dynamic height is computed by dividing the NAVD 88
 DF7249.geopotential number by the normal gravity value computed on the
 DF7249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7249.degrees latitude (g = 980.6199 gals.).
 DF7249
 DF7249.The modeled gravity was interpolated from observed gravity values.
 DF7249
 DF7249. The following values were computed from the NAD 83(2007) position.
 DF7249
 DF7249;                    North         East     Units Scale Factor Converg.
 DF7249;SPC MN N     -   367,240.004   530,197.830   MT  1.00005891   -2 43 31.9
 DF7249;SPC MN N     - 1,204,853.25  1,739,490.71   sFT  1.00005891   -2 43 31.9
 DF7249;UTM  14      - 5,412,709.431   663,084.995   MT  0.99992675   +1 40 26.7
 DF7249
 DF7249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7249!SPC MN N     -   0.99996028  x   1.00005891  =   1.00001919
 DF7249!UTM  14      -   0.99996028  x   0.99992675  =   0.99988703
 DF7249
 DF7249                          SUPERSEDED SURVEY CONTROL
 DF7249
 DF7249  NAD 83(1996)-  48 50 45.28523(N)    096 46 37.51325(W) AD(       ) 1
 DF7249  ELLIP H (08/15/03)  253.474  (m)                       GP(       ) 3 2
 DF7249  NAVD 88 (08/15/03)  280.71   (m)          921.0    (f) LEVELING    3  
 DF7249
 DF7249.Superseded values are not recommended for survey control.
 DF7249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7249.See file dsdata.txt to determine how the superseded data were derived.
 DF7249
 DF7249_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6308412709(NAD 83)
 DF7249
 DF7249_MARKER: DD = SURVEY DISK
 DF7249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7249_STAMPING: 3506 V 2002
 DF7249_MARK LOGO: MNDT  
 DF7249_PROJECTION: RECESSED 3 CENTIMETERS
 DF7249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7249+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2007
 DF7249_ROD/PIPE-DEPTH:  6.1 meters
 DF7249
 DF7249  HISTORY     - Date     Condition        Report By
 DF7249  HISTORY     - 2002     MONUMENTED       MNDT
 DF7249  HISTORY     - 20021016 GOOD             MNDT
 DF7249  HISTORY     - 20070723 GOOD             MNDT
 DF7249
 DF7249                          STATION DESCRIPTION
 DF7249
 DF7249'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF7249'THE MARK IS 1.45 MI (2.33 KM) SE OF LANCASTER, 1.45 MI (2.33 KM) SE
 DF7249'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7249'417.05, 76.5 FT (23.3 M) SW OF TH 59, 28 FT (8.5 M) NW OF ENT 3.8 FT
 DF7249'(1.2 M) NE OF RW POST, AND 2.5 FT (0.8 M) SE OF WIT POST.  THE MARK, A
 DF7249'STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FT (6.1 M)
 DF7249'DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH,
 DF7249'MAGNETIC, AND SUITABLE FOR GPS.
 DF7249
 DF7249                          STATION RECOVERY (2002)
 DF7249
 DF7249'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DF7249'THE MARK IS 1.45 MI (2.33 KM) SE OF LANCASTER, 1.45 MI (2.33 KM) SE
 DF7249'ALONG TH 59 FROM JCT OF TH 59 AND CO RD 6 IN LANCASTER, AT TH 59 MP
 DF7249'417.05, 76.5 FT (23.3 M) SW OF TH 59, 28 FT (8.5 M) NW OF ENT 3.8 FT
 DF7249'(1.2 M) NE OF RW POST, AND 2.5 FT (0.8 M) SE OF WIT POST.  THE MARK, A
 DF7249'STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FT (6.1 M)
 DF7249'DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH,
 DF7249'MAGNETIC, AND SUITABLE FOR GPS.
 DF7249
 DF7249                          STATION RECOVERY (2007)
 DF7249
 DF7249'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJA)
 DF7249'1.45 MILES SOUTHEAST OF LANCASTER, 1.45 MILES SOUTHEAST ALONG TRUNK
 DF7249'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6 IN
 DF7249'LANCASTER, AT TRUNK HIGHWAY 59 MILEPOINT 417.05, 76.5 FEET SOUTHWEST
 DF7249'OF TRUNK HIGHWAY 59, 28 FEET NORTHWEST OF ENTRANCE 3.8 FEET NORTHEAST
 DF7249'OF RIGHT OF WAY POST, 2.5 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0723 ***********************************************************************
 TD0723  DESIGNATION -  3507 A
 TD0723  PID         -  TD0723
 TD0723  STATE/COUNTY-  MN/KITTSON
 TD0723  COUNTRY     -  US
 TD0723  USGS QUAD   -  PEMBINA (1979)
 TD0723
 TD0723                         *CURRENT SURVEY CONTROL
 TD0723  ______________________________________________________________________
 TD0723* NAD 83(1986) POSITION- 48 57 57.     (N) 097 14 01.     (W)   SCALED    
 TD0723* NAVD 88 ORTHO HEIGHT -   240.561  (meters)     789.24  (feet) ADJUSTED  
 TD0723  ______________________________________________________________________
 TD0723  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 TD0723  DYNAMIC HEIGHT  -        240.634 (meters)      789.48  (feet) COMP
 TD0723  MODELED GRAVITY -    980,906.0   (mgal)                       NAVD 88
 TD0723
 TD0723  VERT ORDER      -  SECOND    CLASS I
 TD0723
 TD0723.The horizontal coordinates were scaled from a topographic map and have
 TD0723.an estimated accuracy of +/- 6 seconds.
 TD0723.
 TD0723.The orthometric height was determined by differential leveling and
 TD0723.adjusted in June 1991.
 TD0723
 TD0723.The dynamic height is computed by dividing the NAVD 88
 TD0723.geopotential number by the normal gravity value computed on the
 TD0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0723.degrees latitude (g = 980.6199 gals.).
 TD0723
 TD0723.The modeled gravity was interpolated from observed gravity values.
 TD0723
 TD0723;                    North         East    Units  Estimated Accuracy
 TD0723;SPC MN N     -   382,250.      497,440.      MT  (+/- 180 meters Scaled)
 TD0723
 TD0723                          SUPERSEDED SURVEY CONTROL
 TD0723
 TD0723.No superseded survey control is available for this station.
 TD0723
 TD0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV292251(NAD 83)
 TD0723
 TD0723_MARKER: DD = SURVEY DISK
 TD0723_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0723_SP_SET: COPPER-CLAD STEEL ROD
 TD0723_STAMPING: 3507 A 1978
 TD0723_PROJECTION: PROJECTING 5 CENTIMETERS
 TD0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0723_ROD/PIPE-DEPTH: 26.8 meters
 TD0723
 TD0723  HISTORY     - Date     Condition        Report By
 TD0723  HISTORY     - 1978     MONUMENTED       MNDT
 TD0723
 TD0723                          STATION DESCRIPTION
 TD0723
 TD0723'DESCRIBED BY MN DEPT OF TRANSP 1978
 TD0723'IN ST VINCENT.
 TD0723'THE MARK IS LOCATED IN ST. VINCENT 0.2 MILES EAST ALONG TRUNK HIGHWAY
 TD0723'171 FROM THE BRIDGE OVER THE RED RIVER, AND 1.6 MILES WEST OF THE
 TD0723'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 171. IT IS 166.0 FT.
 TD0723'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 171, 37 FT. NORTHEAST OF AND
 TD0723'7 FT. LOWER THAN THE CENTER OF THE ROAD ON TOP OF THE DIKE, 135.0 FT.
 TD0723'SOUTHWEST OF THE NORTHWEST CORNER OF A BLUE ONE STORY FRAME HOUSE, AND
 TD0723'2.1 FT. WEST OF A POWER POLE WITH A GUY WIRE. IT IS 0.9 FT. NORTH
 TD0723'NORTHEAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0718 ***********************************************************************
 TD0718  DESIGNATION -  3507 C
 TD0718  PID         -  TD0718
 TD0718  STATE/COUNTY-  MN/KITTSON
 TD0718  COUNTRY     -  US
 TD0718  USGS QUAD   -  PEMBINA (1979)
 TD0718
 TD0718                         *CURRENT SURVEY CONTROL
 TD0718  ______________________________________________________________________
 TD0718* NAD 83(1986) POSITION- 48 58 18.     (N) 097 11 54.     (W)   SCALED    
 TD0718* NAVD 88 ORTHO HEIGHT -   242.830  (meters)     796.68  (feet) ADJUSTED  
 TD0718  ______________________________________________________________________
 TD0718  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 TD0718  DYNAMIC HEIGHT  -        242.903 (meters)      796.92  (feet) COMP
 TD0718  MODELED GRAVITY -    980,905.9   (mgal)                       NAVD 88
 TD0718
 TD0718  VERT ORDER      -  FIRST     CLASS II
 TD0718
 TD0718.The horizontal coordinates were scaled from a topographic map and have
 TD0718.an estimated accuracy of +/- 6 seconds.
 TD0718.
 TD0718.The orthometric height was determined by differential leveling and
 TD0718.adjusted in June 1991.
 TD0718
 TD0718.WARNING-Repeat measurements at this control monument indicate possible
 TD0718.vertical movement.
 TD0718
 TD0718.The dynamic height is computed by dividing the NAVD 88
 TD0718.geopotential number by the normal gravity value computed on the
 TD0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0718.degrees latitude (g = 980.6199 gals.).
 TD0718
 TD0718.The modeled gravity was interpolated from observed gravity values.
 TD0718
 TD0718;                    North         East    Units  Estimated Accuracy
 TD0718;SPC MN N     -   382,760.      500,060.      MT  (+/- 180 meters Scaled)
 TD0718
 TD0718                          SUPERSEDED SURVEY CONTROL
 TD0718
 TD0718.No superseded survey control is available for this station.
 TD0718
 TD0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV318258(NAD 83)
 TD0718
 TD0718_MARKER: DD = SURVEY DISK
 TD0718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TD0718_SP_SET: COPPER-CLAD STEEL ROD
 TD0718_STAMPING: 3507 C 1978
 TD0718_PROJECTION: PROJECTING 5 CENTIMETERS
 TD0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0718_ROD/PIPE-DEPTH: 43.3 meters
 TD0718
 TD0718  HISTORY     - Date     Condition        Report By
 TD0718  HISTORY     - 1978     MONUMENTED       MNDT
 TD0718  HISTORY     - 1981     GOOD             NGS
 TD0718
 TD0718                          STATION DESCRIPTION
 TD0718
 TD0718'DESCRIBED BY MN DEPT OF TRANSP 1978
 TD0718'1.8 MI SOUTH FROM NOYES.
 TD0718'THE MARK IS LOCATED AT ST. VINCENT JUNCTION WHICH IS 1.8 MILES SOUTH
 TD0718'ALONG THE BURLINGTON NORTHERN RAILWAY FROM THE STATION OF NOYES, AND
 TD0718'NEAR THE JUNCTION OF TRUNK HIGHWAY 75 AND 171. IT IS 74.9 FT.
 TD0718'NORTHEAST OF AND ABOUT LEVEL WITH THE NORTHEAST RAIL OF THE BURLINGTON
 TD0718'NORTHERN RAILWAY, 97.7 FT. NORTH NORTHEAST OF AN ELEVATOR SIDING
 TD0718'SWITCHSTAND, AND 38.0 FT. NORTHWEST OF A 48 INCH COTTONWOOD TREE. IT
 TD0718'IS 1 FT. NORTHWEST OF A STEEL WITNESS POST.
 TD0718
 TD0718                          STATION RECOVERY (1981)
 TD0718
 TD0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TD0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5857 ***********************************************************************
 DM5857  DESIGNATION -  3507 D
 DM5857  PID         -  DM5857
 DM5857  STATE/COUNTY-  MN/KITTSON
 DM5857  COUNTRY     -  US
 DM5857  USGS QUAD   -  PEMBINA (1979)
 DM5857
 DM5857                         *CURRENT SURVEY CONTROL
 DM5857  ______________________________________________________________________
 DM5857* NAD 83(1986) POSITION- 48 58 15.0    (N) 097 12 05.2    (W)   HD_HELD2  
 DM5857* NAVD 88 ORTHO HEIGHT -   242.595  (meters)     795.91  (feet) ADJUSTED  
 DM5857  ______________________________________________________________________
 DM5857  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DM5857  DYNAMIC HEIGHT  -        242.668 (meters)      796.15  (feet) COMP
 DM5857  MODELED GRAVITY -    980,905.9   (mgal)                       NAVD 88
 DM5857
 DM5857  VERT ORDER      -  SECOND    CLASS I
 DM5857
 DM5857.The horizontal coordinates were established by autonomous hand held GPS
 DM5857.observations and have an estimated accuracy of +/- 10 meters.
 DM5857.
 DM5857.The orthometric height was determined by differential leveling and
 DM5857.adjusted in March 2011.
 DM5857
 DM5857.No vertical observational check was made to the station.
 DM5857
 DM5857.The dynamic height is computed by dividing the NAVD 88
 DM5857.geopotential number by the normal gravity value computed on the
 DM5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5857.degrees latitude (g = 980.6199 gals.).
 DM5857
 DM5857.The modeled gravity was interpolated from observed gravity values.
 DM5857
 DM5857;                    North         East    Units  Estimated Accuracy
 DM5857;SPC MN N     -   382,680.      499,826.      MT  (+/- 10 meters HH2 GPS)
 DM5857
 DM5857                          SUPERSEDED SURVEY CONTROL
 DM5857
 DM5857.No superseded survey control is available for this station.
 DM5857
 DM5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV3162425772(NAD 83)
 DM5857
 DM5857_MARKER: DD = SURVEY DISK
 DM5857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5857_STAMPING: 3507 D 2009
 DM5857_MARK LOGO: MNDT  
 DM5857_PROJECTION: FLUSH
 DM5857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5857+STABILITY: SURFACE MOTION
 DM5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5857+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 DM5857
 DM5857  HISTORY     - Date     Condition        Report By
 DM5857  HISTORY     - 20090610 MONUMENTED       MNDT
 DM5857
 DM5857                          STATION DESCRIPTION
 DM5857
 DM5857'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM5857'THE MARK IS 1.0 MI (1.6 KM) EAST OF SAINT VINCENT.
 DM5857' 
 DM5857'1.9 MI EAST OF MINNESOTA AND NORTH DAKOTA BORDER, IN BASE OF VRS
 DM5857'PEDESTAL.
 DM5857' 
 DM5857'IT IS 0.15 MI (0.2 KM) SOUTHWEST ALONG TRUNK HIGHWAY 171 FROM THE
 DM5857'JUNCTION OF TRUNK HIGHWAY 171 AND TRUNK HIGHWAY 75 EAST OF SAINT
 DM5857'VINCENT, 88.3 FT (26.9 M) NORTHWEST OF TRUNK HIGHWAY 171.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0756 ***********************************************************************
 TD0756  DESIGNATION -  3508 A
 TD0756  PID         -  TD0756
 TD0756  STATE/COUNTY-  MN/KITTSON
 TD0756  COUNTRY     -  US
 TD0756  USGS QUAD   -  DONALDSON (1974)
 TD0756
 TD0756                         *CURRENT SURVEY CONTROL
 TD0756  ______________________________________________________________________
 TD0756* NAD 83(1986) POSITION- 48 35 13.     (N) 096 53 57.     (W)   SCALED    
 TD0756* NAVD 88 ORTHO HEIGHT -   252.384  (meters)     828.03  (feet) ADJUSTED  
 TD0756  ______________________________________________________________________
 TD0756  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 TD0756  DYNAMIC HEIGHT  -        252.446 (meters)      828.23  (feet) COMP
 TD0756  MODELED GRAVITY -    980,850.8   (mgal)                       NAVD 88
 TD0756
 TD0756  VERT ORDER      -  FIRST     CLASS II
 TD0756
 TD0756.The horizontal coordinates were scaled from a topographic map and have
 TD0756.an estimated accuracy of +/- 6 seconds.
 TD0756.
 TD0756.The orthometric height was determined by differential leveling and
 TD0756.adjusted in June 1991.
 TD0756
 TD0756.The dynamic height is computed by dividing the NAVD 88
 TD0756.geopotential number by the normal gravity value computed on the
 TD0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0756.degrees latitude (g = 980.6199 gals.).
 TD0756
 TD0756.The modeled gravity was interpolated from observed gravity values.
 TD0756
 TD0756;                    North         East    Units  Estimated Accuracy
 TD0756;SPC MN N     -   338,910.      519,830.      MT  (+/- 180 meters Scaled)
 TD0756
 TD0756                          SUPERSEDED SURVEY CONTROL
 TD0756
 TD0756.No superseded survey control is available for this station.
 TD0756
 TD0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU549836(NAD 83)
 TD0756
 TD0756_MARKER: DB = BENCH MARK DISK
 TD0756_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TD0756_SP_SET: CULVERT HEADWALL
 TD0756_STAMPING: 3508 A 1940
 TD0756_MARK LOGO: MNDT  
 TD0756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0756+STABILITY: SURFACE MOTION
 TD0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0756+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002
 TD0756
 TD0756  HISTORY     - Date     Condition        Report By
 TD0756  HISTORY     - 1940     MONUMENTED       MNDT
 TD0756  HISTORY     - 1981     GOOD             NGS
 TD0756  HISTORY     - 20021105 GOOD             MNDT
 TD0756
 TD0756                          STATION DESCRIPTION
 TD0756
 TD0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0756'1.7 KM (1.05 MI) NNW FROM DONALDSON.
 TD0756'1.7 KM (1.05 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE
 TD0756'JUNCTION OF STATE HIGHWAY 11 IN DONALDSON, IN THE TOP OF THE EAST
 TD0756'HEADWALL OF A LARGE DOUBLE BOX CONCRETE CULVERT UNDER THE HIGHWAY,
 TD0756'7.6 METERS (25.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 TD0756'41.1 METERS (135 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST
 TD0756'41.1 METERS (135 FT) SOUTH OF THE CENTER OF A DRIVE LEADING EAST TO A
 TD0756'FARM, 0.15 METERS (0.5 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
 TD0756
 TD0756                          STATION RECOVERY (2002)
 TD0756
 TD0756'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 TD0756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0755 ***********************************************************************
 TD0755  DESIGNATION -  3508 C
 TD0755  PID         -  TD0755
 TD0755  STATE/COUNTY-  MN/KITTSON
 TD0755  COUNTRY     -  US
 TD0755  USGS QUAD   -  DONALDSON (1974)
 TD0755
 TD0755                         *CURRENT SURVEY CONTROL
 TD0755  ______________________________________________________________________
 TD0755* NAD 83(1986) POSITION- 48 36 03.     (N) 096 54 05.     (W)   SCALED    
 TD0755* NAVD 88 ORTHO HEIGHT -   252.062  (meters)     826.97  (feet) ADJUSTED  
 TD0755  ______________________________________________________________________
 TD0755  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 TD0755  DYNAMIC HEIGHT  -        252.125 (meters)      827.18  (feet) COMP
 TD0755  MODELED GRAVITY -    980,852.0   (mgal)                       NAVD 88
 TD0755
 TD0755  VERT ORDER      -  FIRST     CLASS II
 TD0755
 TD0755.The horizontal coordinates were scaled from a topographic map and have
 TD0755.an estimated accuracy of +/- 6 seconds.
 TD0755.
 TD0755.The orthometric height was determined by differential leveling and
 TD0755.adjusted in June 1991.
 TD0755
 TD0755.The dynamic height is computed by dividing the NAVD 88
 TD0755.geopotential number by the normal gravity value computed on the
 TD0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0755.degrees latitude (g = 980.6199 gals.).
 TD0755
 TD0755.The modeled gravity was interpolated from observed gravity values.
 TD0755
 TD0755;                    North         East    Units  Estimated Accuracy
 TD0755;SPC MN N     -   340,460.      519,750.      MT  (+/- 180 meters Scaled)
 TD0755
 TD0755                          SUPERSEDED SURVEY CONTROL
 TD0755
 TD0755.No superseded survey control is available for this station.
 TD0755
 TD0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU547852(NAD 83)
 TD0755
 TD0755_MARKER: DD = SURVEY DISK
 TD0755_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TD0755_SP_SET: LARGE HEADWALL
 TD0755_STAMPING: NO. 3508 C 1949 ADJ. 1929
 TD0755_MARK LOGO: MNHD  
 TD0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0755
 TD0755  HISTORY     - Date     Condition        Report By
 TD0755  HISTORY     - 1949     MONUMENTED       MNDT
 TD0755  HISTORY     - 1981     GOOD             NGS
 TD0755
 TD0755                          STATION DESCRIPTION
 TD0755
 TD0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0755'3.3 KM (2.05 MI) NNW FROM DONALDSON.
 TD0755'3.3 KM (2.05 MI) NORTH-NORTHWEST ALONG U.S. HIGHWAY 75 FROM THE
 TD0755'JUNCTION OF STATE HIGHWAY 11 IN DONALDSON, AT THE JUNCTION OF COUNTY
 TD0755'ROAD 23 LEADING WEST AND A TRACK ROAD LEADING EAST, IN THE TOP OF THE
 TD0755'EAST HEADWALL OF A LARGE TWO-CHANNEL CONCRETE BOX CULVERT UNDER THE
 TD0755'HIGHWAY, 8.7 METERS (28.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 TD0755'14.0 METERS (46.0 FT) SOUTH OF THE CENTER OF THE TRACK ROAD,
 TD0755'0.15 METERS (0.5 FT) NORTH OF THE SOUTH END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0752 ***********************************************************************
 TD0752  DESIGNATION -  3508 E
 TD0752  PID         -  TD0752
 TD0752  STATE/COUNTY-  MN/KITTSON
 TD0752  COUNTRY     -  US
 TD0752  USGS QUAD   -  KENNEDY (1974)
 TD0752
 TD0752                         *CURRENT SURVEY CONTROL
 TD0752  ______________________________________________________________________
 TD0752* NAD 83(1986) POSITION- 48 38 50.     (N) 096 54 37.     (W)   SCALED    
 TD0752* NAVD 88 ORTHO HEIGHT -   252.149  (meters)     827.26  (feet) ADJUSTED  
 TD0752  ______________________________________________________________________
 TD0752  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 TD0752  DYNAMIC HEIGHT  -        252.213 (meters)      827.47  (feet) COMP
 TD0752  MODELED GRAVITY -    980,858.1   (mgal)                       NAVD 88
 TD0752
 TD0752  VERT ORDER      -  FIRST     CLASS II
 TD0752
 TD0752.The horizontal coordinates were scaled from a topographic map and have
 TD0752.an estimated accuracy of +/- 6 seconds.
 TD0752.
 TD0752.The orthometric height was determined by differential leveling and
 TD0752.adjusted in June 1991.
 TD0752
 TD0752.The dynamic height is computed by dividing the NAVD 88
 TD0752.geopotential number by the normal gravity value computed on the
 TD0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0752.degrees latitude (g = 980.6199 gals.).
 TD0752
 TD0752.The modeled gravity was interpolated from observed gravity values.
 TD0752
 TD0752;                    North         East    Units  Estimated Accuracy
 TD0752;SPC MN N     -   345,640.      519,340.      MT  (+/- 180 meters Scaled)
 TD0752
 TD0752                          SUPERSEDED SURVEY CONTROL
 TD0752
 TD0752.No superseded survey control is available for this station.
 TD0752
 TD0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU539903(NAD 83)
 TD0752
 TD0752_MARKER: DD = SURVEY DISK
 TD0752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0752_SP_SET: BRIDGE WINGWALL
 TD0752_STAMPING: NO. 3508 E 1949 ADJ. 1929
 TD0752_MARK LOGO: MNHD  
 TD0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0752
 TD0752  HISTORY     - Date     Condition        Report By
 TD0752  HISTORY     - 1949     MONUMENTED       MNDT
 TD0752  HISTORY     - 1981     GOOD             NGS
 TD0752
 TD0752                          STATION DESCRIPTION
 TD0752
 TD0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0752'0.3 KM (0.2 MI) NORTH FROM KENNEDY.
 TD0752'0.3 KM (0.2 MI) NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 TD0752'COUNTY ROAD 7 IN KENNEDY, IN THE TOP OF THE SOUTHEAST WINGWALL AT THE
 TD0752'EAST SIDE OF A SMALL BRIDGE OVER COUNTY DITCH NO. 27.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0750 ***********************************************************************
 TD0750  DESIGNATION -  3508 F
 TD0750  PID         -  TD0750
 TD0750  STATE/COUNTY-  MN/KITTSON
 TD0750  COUNTRY     -  US
 TD0750  USGS QUAD   -  KENNEDY (1974)
 TD0750
 TD0750                         *CURRENT SURVEY CONTROL
 TD0750  ______________________________________________________________________
 TD0750* NAD 83(1986) POSITION- 48 40 24.     (N) 096 54 36.     (W)   SCALED    
 TD0750* NAVD 88 ORTHO HEIGHT -   252.177  (meters)     827.35  (feet) ADJUSTED  
 TD0750  ______________________________________________________________________
 TD0750  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 TD0750  DYNAMIC HEIGHT  -        252.242 (meters)      827.56  (feet) COMP
 TD0750  MODELED GRAVITY -    980,862.5   (mgal)                       NAVD 88
 TD0750
 TD0750  VERT ORDER      -  FIRST     CLASS II
 TD0750
 TD0750.The horizontal coordinates were scaled from a topographic map and have
 TD0750.an estimated accuracy of +/- 6 seconds.
 TD0750.
 TD0750.The orthometric height was determined by differential leveling and
 TD0750.adjusted in June 1991.
 TD0750
 TD0750.The dynamic height is computed by dividing the NAVD 88
 TD0750.geopotential number by the normal gravity value computed on the
 TD0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0750.degrees latitude (g = 980.6199 gals.).
 TD0750
 TD0750.The modeled gravity was interpolated from observed gravity values.
 TD0750
 TD0750;                    North         East    Units  Estimated Accuracy
 TD0750;SPC MN N     -   348,540.      519,510.      MT  (+/- 180 meters Scaled)
 TD0750
 TD0750                          SUPERSEDED SURVEY CONTROL
 TD0750
 TD0750.No superseded survey control is available for this station.
 TD0750
 TD0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU538932(NAD 83)
 TD0750
 TD0750_MARKER: DD = SURVEY DISK
 TD0750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0750_SP_SET: LARGE WINGWALL
 TD0750_STAMPING: NO. 3508 F 1949 ADJ. 1929
 TD0750_MARK LOGO: MNHD  
 TD0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0750
 TD0750  HISTORY     - Date     Condition        Report By
 TD0750  HISTORY     - 1949     MONUMENTED       MNDT
 TD0750  HISTORY     - 1981     GOOD             NGS
 TD0750
 TD0750                          STATION DESCRIPTION
 TD0750
 TD0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0750'3.3 KM (2.05 MI) NORTH FROM KENNEDY.
 TD0750'3.3 KM (2.05 MI) NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 TD0750'COUNTY ROAD 7 IN KENNEDY, AT COUNTY DITCH NO. 1, AT A DIRT ROAD IN THE
 TD0750'TOP OF THE SOUTHEAST WINGWALL AT THE EAST END OF A LARGE CONCRETE BOX
 TD0750'CULVERT UNDER THE HIGHWAY, 6.7 METERS (22.0 FT) EAST OF THE CENTERLINE
 TD0750'OF THE HIGHWAY, 24.7 METERS (81.0 FT) SOUTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0749 ***********************************************************************
 TD0749  DESIGNATION -  3508 G
 TD0749  PID         -  TD0749
 TD0749  STATE/COUNTY-  MN/KITTSON
 TD0749  COUNTRY     -  US
 TD0749  USGS QUAD   -  KENNEDY (1974)
 TD0749
 TD0749                         *CURRENT SURVEY CONTROL
 TD0749  ______________________________________________________________________
 TD0749* NAD 83(1986) POSITION- 48 41 16.     (N) 096 54 36.     (W)   SCALED    
 TD0749* NAVD 88 ORTHO HEIGHT -   252.331  (meters)     827.86  (feet) ADJUSTED  
 TD0749  ______________________________________________________________________
 TD0749  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 TD0749  DYNAMIC HEIGHT  -        252.397 (meters)      828.07  (feet) COMP
 TD0749  MODELED GRAVITY -    980,865.1   (mgal)                       NAVD 88
 TD0749
 TD0749  VERT ORDER      -  FIRST     CLASS II
 TD0749
 TD0749.The horizontal coordinates were scaled from a topographic map and have
 TD0749.an estimated accuracy of +/- 6 seconds.
 TD0749.
 TD0749.The orthometric height was determined by differential leveling and
 TD0749.adjusted in June 1991.
 TD0749
 TD0749.The dynamic height is computed by dividing the NAVD 88
 TD0749.geopotential number by the normal gravity value computed on the
 TD0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0749.degrees latitude (g = 980.6199 gals.).
 TD0749
 TD0749.The modeled gravity was interpolated from observed gravity values.
 TD0749
 TD0749;                    North         East    Units  Estimated Accuracy
 TD0749;SPC MN N     -   350,150.      519,590.      MT  (+/- 180 meters Scaled)
 TD0749
 TD0749                          SUPERSEDED SURVEY CONTROL
 TD0749
 TD0749.No superseded survey control is available for this station.
 TD0749
 TD0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU538948(NAD 83)
 TD0749
 TD0749_MARKER: DD = SURVEY DISK
 TD0749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0749_SP_SET: LARGE WINGWALL
 TD0749_STAMPING: NO. 3508 G 1949 ADJ. 1949
 TD0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0749
 TD0749  HISTORY     - Date     Condition        Report By
 TD0749  HISTORY     - 1949     MONUMENTED       MNDT
 TD0749  HISTORY     - 1981     GOOD             NGS
 TD0749
 TD0749                          STATION DESCRIPTION
 TD0749
 TD0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0749'5.0 KM (3.1 MI) NORTH FROM KENNEDY.
 TD0749'5.0 KM (3.1 MI) NORTH ALONG U.S. HIGHWAY 75 FROM THE JUNCTION OF
 TD0749'COUNTY ROAD 7 IN KENNEDY, AT STATE DITCH NO. 1, AT A DIRT ROAD LEADING
 TD0749'EAST AND WEST, IN THE TOP OF THE SOUTHEAST WINGWALL AT THE EAST END OF
 TD0749'A LARGE BOX CULVERT UNDER THE HIGHWAY, 6.7 METERS (22.0 FT) EAST OF
 TD0749'THE CENTERLINE OF THE HIGHWAY, 19.5 METERS (64.0 FT) SOUTH OF THE
 TD0749'CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0731 ***********************************************************************
 TD0731  DESIGNATION -  3509 A
 TD0731  PID         -  TD0731
 TD0731  STATE/COUNTY-  MN/KITTSON
 TD0731  COUNTRY     -  US
 TD0731  USGS QUAD   -  HALLOCK (1974)
 TD0731
 TD0731                         *CURRENT SURVEY CONTROL
 TD0731  ______________________________________________________________________
 TD0731* NAD 83(1986) POSITION- 48 47 22.     (N) 096 57 21.     (W)   SCALED    
 TD0731* NAVD 88 ORTHO HEIGHT -   247.317  (meters)     811.41  (feet) ADJUSTED  
 TD0731  ______________________________________________________________________
 TD0731  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 TD0731  DYNAMIC HEIGHT  -        247.385 (meters)      811.63  (feet) COMP
 TD0731  MODELED GRAVITY -    980,878.0   (mgal)                       NAVD 88
 TD0731
 TD0731  VERT ORDER      -  FIRST     CLASS II
 TD0731
 TD0731.The horizontal coordinates were scaled from a topographic map and have
 TD0731.an estimated accuracy of +/- 6 seconds.
 TD0731.
 TD0731.The orthometric height was determined by differential leveling and
 TD0731.adjusted in June 1991.
 TD0731
 TD0731.The dynamic height is computed by dividing the NAVD 88
 TD0731.geopotential number by the normal gravity value computed on the
 TD0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0731.degrees latitude (g = 980.6199 gals.).
 TD0731
 TD0731.The modeled gravity was interpolated from observed gravity values.
 TD0731
 TD0731;                    North         East    Units  Estimated Accuracy
 TD0731;SPC MN N     -   361,610.      516,780.      MT  (+/- 180 meters Scaled)
 TD0731
 TD0731                          SUPERSEDED SURVEY CONTROL
 TD0731
 TD0731.No superseded survey control is available for this station.
 TD0731
 TD0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV501060(NAD 83)
 TD0731
 TD0731_MARKER: DD = SURVEY DISK
 TD0731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0731_SP_SET: BRIDGE
 TD0731_STAMPING: A A
 TD0731_MARK LOGO: MNDT  
 TD0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0731
 TD0731  HISTORY     - Date     Condition        Report By
 TD0731  HISTORY     - UNK      MONUMENTED       MNDT
 TD0731  HISTORY     - 1981     GOOD             NGS
 TD0731
 TD0731                          STATION DESCRIPTION
 TD0731
 TD0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0731'1.6 KM (1.0 MI) NW FROM HALLOCK.
 TD0731'RECOVERED WITH ADDITIONAL DATA, 1.6 KM (1.0 MI) NORTH-NORTHWEST ALONG
 TD0731'U.S. HIGHWAY 75 FROM THE JUNCTION OF STATE HIGHWAY 175 IN HALLOCK, SET
 TD0731'IN THE TOP OF THE SOUTHEAST WINGWALL OF HIGHWAY BRIDGE NUMBER 6873
 TD0731'OVER TWO RIVERS, 6.4 METERS (21.0 FT) SOUTHEAST OF THE CENTERLINE OF
 TD0731'THE HIGHWAY.
 TD0731'THE MARK IS 0.15 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0714 ***********************************************************************
 TD0714  DESIGNATION -  3509 AB
 TD0714  PID         -  TD0714
 TD0714  STATE/COUNTY-  MN/KITTSON
 TD0714  COUNTRY     -  US
 TD0714  USGS QUAD   -  PEMBINA (1979)
 TD0714
 TD0714                         *CURRENT SURVEY CONTROL
 TD0714  ______________________________________________________________________
 TD0714* NAD 83(1986) POSITION- 48 59 13.     (N) 097 12 13.     (W)   SCALED    
 TD0714* NAVD 88 ORTHO HEIGHT -   240.459  (meters)     788.91  (feet) ADJUSTED  
 TD0714  ______________________________________________________________________
 TD0714  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 TD0714  DYNAMIC HEIGHT  -        240.532 (meters)      789.15  (feet) COMP
 TD0714  MODELED GRAVITY -    980,908.6   (mgal)                       NAVD 88
 TD0714
 TD0714  VERT ORDER      -  SECOND    CLASS I
 TD0714
 TD0714.The horizontal coordinates were scaled from a topographic map and have
 TD0714.an estimated accuracy of +/- 6 seconds.
 TD0714.
 TD0714.The orthometric height was determined by differential leveling and
 TD0714.adjusted in June 1991.
 TD0714
 TD0714.The dynamic height is computed by dividing the NAVD 88
 TD0714.geopotential number by the normal gravity value computed on the
 TD0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0714.degrees latitude (g = 980.6199 gals.).
 TD0714
 TD0714.The modeled gravity was interpolated from observed gravity values.
 TD0714
 TD0714;                    North         East    Units  Estimated Accuracy
 TD0714;SPC MN N     -   384,480.      499,760.      MT  (+/- 180 meters Scaled)
 TD0714
 TD0714                          SUPERSEDED SURVEY CONTROL
 TD0714
 TD0714.No superseded survey control is available for this station.
 TD0714
 TD0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV314275(NAD 83)
 TD0714
 TD0714_MARKER: DD = SURVEY DISK
 TD0714_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TD0714_SP_SET: CULVERT
 TD0714_STAMPING: 3509 AB 1978
 TD0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0714+STABILITY: SURFACE MOTION
 TD0714
 TD0714  HISTORY     - Date     Condition        Report By
 TD0714  HISTORY     - 1978     MONUMENTED       MNDT
 TD0714
 TD0714                          STATION DESCRIPTION
 TD0714
 TD0714'DESCRIBED BY MN DEPT OF TRANSP 1978
 TD0714'0.8 MI SOUTH FROM NOYES.
 TD0714'THE MARK IS LOCATED 0.8 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 TD0714'CENTER OF NOYES, AND 1.1 MILES NORTH OF THE JUNCTION OF TRUNK HIGHWAY
 TD0714'75 AND TRUNK HIGHWAY 171. IT IS 41.3 FT. EAST OF AND ABOUT 2 FT.
 TD0714'LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 75. IT IS SET IN TOP OF THE
 TD0714'HEADWALL OF THE SOUTHEAST CORNER OF A 26 BY 8 FT. DEEP DOUBLE BOX
 TD0714'CULVERT UNDER TRUNK HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5856 ***********************************************************************
 DM5856  DESIGNATION -  3509 GG
 DM5856  PID         -  DM5856
 DM5856  STATE/COUNTY-  MN/KITTSON
 DM5856  COUNTRY     -  US
 DM5856  USGS QUAD   -  PEMBINA (1979)
 DM5856
 DM5856                         *CURRENT SURVEY CONTROL
 DM5856  ______________________________________________________________________
 DM5856* NAD 83(1986) POSITION- 48 57 12.9    (N) 097 09 11.3    (W)   HD_HELD2  
 DM5856* NAVD 88 ORTHO HEIGHT -   242.789  (meters)     796.55  (feet) ADJUSTED  
 DM5856  ______________________________________________________________________
 DM5856  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DM5856  DYNAMIC HEIGHT  -        242.861 (meters)      796.79  (feet) COMP
 DM5856  MODELED GRAVITY -    980,901.4   (mgal)                       NAVD 88
 DM5856
 DM5856  VERT ORDER      -  SECOND    CLASS I
 DM5856
 DM5856.The horizontal coordinates were established by autonomous hand held GPS
 DM5856.observations and have an estimated accuracy of +/- 10 meters.
 DM5856.
 DM5856.The orthometric height was determined by differential leveling and
 DM5856.adjusted in March 2011.
 DM5856
 DM5856.The dynamic height is computed by dividing the NAVD 88
 DM5856.geopotential number by the normal gravity value computed on the
 DM5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5856.degrees latitude (g = 980.6199 gals.).
 DM5856
 DM5856.The modeled gravity was interpolated from observed gravity values.
 DM5856
 DM5856;                    North         East    Units  Estimated Accuracy
 DM5856;SPC MN N     -   380,578.      503,257.      MT  (+/- 10 meters HH2 GPS)
 DM5856
 DM5856                          SUPERSEDED SURVEY CONTROL
 DM5856
 DM5856.No superseded survey control is available for this station.
 DM5856
 DM5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV3520623939(NAD 83)
 DM5856
 DM5856_MARKER: DD = SURVEY DISK
 DM5856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5856_STAMPING: 3509 GG 2009
 DM5856_MARK LOGO: MNDT  
 DM5856_PROJECTION: RECESSED 5 CENTIMETERS
 DM5856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5856+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 DM5856_ROD/PIPE-DEPTH: 25.9 meters
 DM5856
 DM5856  HISTORY     - Date     Condition        Report By
 DM5856  HISTORY     - 20090610 MONUMENTED       MNDT
 DM5856
 DM5856                          STATION DESCRIPTION
 DM5856
 DM5856'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5856'THE MARK IS 3.0 MI (4.8 KM) SOUTHEAST OF SAINT VINCENT.
 DM5856' 
 DM5856'2.4 MI SOUTHEAST ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DM5856'HIGHWAY 75 AND TRUNK HIGHWAY 171.
 DM5856' 
 DM5856'IT IS 1.5 MI (2.4 KM) EAST OF SAINT VINCENT'S, AT TRUNK HIGHWAY 75
 DM5856'MILE POINT 407.5.  39.2 FT (11.9 M) NORTH-NORTHEAST OF TRUNK HIGHWAY
 DM5856'75, 38.0 FT (11.6 M) WEST-NORTHWEST OF STEEL POST, 208.6 FT (63.6 M)
 DM5856'EAST-SOUTHEAST OF RIGHT OF WAY POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3617 ***********************************************************************
 DM3617  DESIGNATION -  3515 E
 DM3617  PID         -  DM3617
 DM3617  STATE/COUNTY-  MN/KITTSON
 DM3617  COUNTRY     -  US
 DM3617  USGS QUAD   -  HILL SIDING (1974)
 DM3617
 DM3617                         *CURRENT SURVEY CONTROL
 DM3617  ______________________________________________________________________
 DM3617* NAD 83(1986) POSITION- 48 46 29.6    (N) 097 02 10.0    (W)   HD_HELD2  
 DM3617* NAVD 88 ORTHO HEIGHT -   242.331  (meters)     795.05  (feet) ADJUSTED  
 DM3617  ______________________________________________________________________
 DM3617  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DM3617  DYNAMIC HEIGHT  -        242.397 (meters)      795.26  (feet) COMP
 DM3617  MODELED GRAVITY -    980,875.6   (mgal)                       NAVD 88
 DM3617
 DM3617  VERT ORDER      -  SECOND    CLASS I
 DM3617
 DM3617.The horizontal coordinates were established by autonomous hand held GPS
 DM3617.observations and have an estimated accuracy of +/- 10 meters.
 DM3617.
 DM3617.The orthometric height was determined by differential leveling and
 DM3617.adjusted in October 2010.
 DM3617
 DM3617.No vertical observational check was made to the station.
 DM3617
 DM3617.The dynamic height is computed by dividing the NAVD 88
 DM3617.geopotential number by the normal gravity value computed on the
 DM3617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3617.degrees latitude (g = 980.6199 gals.).
 DM3617
 DM3617.The modeled gravity was interpolated from observed gravity values.
 DM3617
 DM3617;                    North         East    Units  Estimated Accuracy
 DM3617;SPC MN N     -   360,287.      510,806.      MT  (+/- 10 meters HH2 GPS)
 DM3617
 DM3617                          SUPERSEDED SURVEY CONTROL
 DM3617
 DM3617.No superseded survey control is available for this station.
 DM3617
 DM3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4428604291(NAD 83)
 DM3617
 DM3617_MARKER: DB = BENCH MARK DISK
 DM3617_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM3617_STAMPING: 3515 E 1970
 DM3617_MARK LOGO: MNHD  
 DM3617_PROJECTION: FLUSH
 DM3617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3617_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3617+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3617
 DM3617  HISTORY     - Date     Condition        Report By
 DM3617  HISTORY     - 1970     MONUMENTED       MNHD
 DM3617  HISTORY     - 20021015 GOOD             MNDT
 DM3617
 DM3617                          STATION DESCRIPTION
 DM3617
 DM3617'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3617'THE MARK IS 4.1 MI (6.6 KM) WEST OF HALLOCK, 4.1 MI (6.6 KM) WEST
 DM3617'ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND
 DM3617'TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 5.95, 99.5
 DM3617'FT (30.3 M) NORTH-NORTHEAST OF TRUNK HIGHWAY 175, 121.7 FT (37.1 M)
 DM3617'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL, 1.2 FT (0.4 M) SOUTH OF A
 DM3617'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3618 ***********************************************************************
 DM3618  DESIGNATION -  3515 F
 DM3618  PID         -  DM3618
 DM3618  STATE/COUNTY-  MN/KITTSON
 DM3618  COUNTRY     -  US
 DM3618  USGS QUAD   -  HALLOCK (1974)
 DM3618
 DM3618                         *CURRENT SURVEY CONTROL
 DM3618  ______________________________________________________________________
 DM3618* NAD 83(1986) POSITION- 48 46 32.2    (N) 096 59 46.1    (W)   HD_HELD2  
 DM3618* NAVD 88 ORTHO HEIGHT -   245.508  (meters)     805.47  (feet) ADJUSTED  
 DM3618  ______________________________________________________________________
 DM3618  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DM3618  DYNAMIC HEIGHT  -        245.574 (meters)      805.69  (feet) COMP
 DM3618  MODELED GRAVITY -    980,874.0   (mgal)                       NAVD 88
 DM3618
 DM3618  VERT ORDER      -  SECOND    CLASS I
 DM3618
 DM3618.The horizontal coordinates were established by autonomous hand held GPS
 DM3618.observations and have an estimated accuracy of +/- 10 meters.
 DM3618.
 DM3618.The orthometric height was determined by differential leveling and
 DM3618.adjusted in October 2010.
 DM3618
 DM3618.No vertical observational check was made to the station.
 DM3618
 DM3618.Photographs are available for this station.
 DM3618
 DM3618.The dynamic height is computed by dividing the NAVD 88
 DM3618.geopotential number by the normal gravity value computed on the
 DM3618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3618.degrees latitude (g = 980.6199 gals.).
 DM3618
 DM3618.The modeled gravity was interpolated from observed gravity values.
 DM3618
 DM3618;                    North         East    Units  Estimated Accuracy
 DM3618;SPC MN N     -   360,219.      513,744.      MT  (+/- 10 meters HH2 GPS)
 DM3618
 DM3618                          SUPERSEDED SURVEY CONTROL
 DM3618
 DM3618.No superseded survey control is available for this station.
 DM3618
 DM3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4722004448(NAD 83)
 DM3618
 DM3618_MARKER: DB = BENCH MARK DISK
 DM3618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3618_STAMPING: 3515 F 1970
 DM3618_MARK LOGO: MNDT  
 DM3618_PROJECTION: FLUSH
 DM3618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM3618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3618+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3618
 DM3618  HISTORY     - Date     Condition        Report By
 DM3618  HISTORY     - 1970     MONUMENTED       MNDT
 DM3618  HISTORY     - 20021015 GOOD             MNDT
 DM3618
 DM3618                          STATION DESCRIPTION
 DM3618
 DM3618'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3618'THE MARK IS 2.3 MI (3.7 KM) WEST OF HALLOCK, 2.3 MI (3.7 KM) WEST
 DM3618'ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND
 DM3618'TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 7.75, 100
 DM3618'FT (30.5 M) NORTH OF TRUNK HIGHWAY 175, 43 FT (13.1 M) WEST OF GRAVEL
 DM3618'ROAD, 3.8 FT (1.2 M) SOUTHWEST OF POWER POLE, 0.6 FT (18 CM) SOUTH OF
 DM3618'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3619 ***********************************************************************
 DM3619  DESIGNATION -  3515 H
 DM3619  PID         -  DM3619
 DM3619  STATE/COUNTY-  MN/KITTSON
 DM3619  COUNTRY     -  US
 DM3619  USGS QUAD   -  HALLOCK (1974)
 DM3619
 DM3619                         *CURRENT SURVEY CONTROL
 DM3619  ______________________________________________________________________
 DM3619* NAD 83(1986) POSITION- 48 46 32.0    (N) 096 56 53.3    (W)   HD_HELD2  
 DM3619* NAVD 88 ORTHO HEIGHT -   249.526  (meters)     818.65  (feet) ADJUSTED  
 DM3619  ______________________________________________________________________
 DM3619  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM3619  DYNAMIC HEIGHT  -        249.594 (meters)      818.88  (feet) COMP
 DM3619  MODELED GRAVITY -    980,876.9   (mgal)                       NAVD 88
 DM3619
 DM3619  VERT ORDER      -  SECOND    CLASS I
 DM3619
 DM3619.The horizontal coordinates were established by autonomous hand held GPS
 DM3619.observations and have an estimated accuracy of +/- 10 meters.
 DM3619.
 DM3619.The orthometric height was determined by differential leveling and
 DM3619.adjusted in October 2010.
 DM3619
 DM3619.No vertical observational check was made to the station.
 DM3619
 DM3619.The dynamic height is computed by dividing the NAVD 88
 DM3619.geopotential number by the normal gravity value computed on the
 DM3619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3619.degrees latitude (g = 980.6199 gals.).
 DM3619
 DM3619.The modeled gravity was interpolated from observed gravity values.
 DM3619
 DM3619;                    North         East    Units  Estimated Accuracy
 DM3619;SPC MN N     -   360,036.      517,268.      MT  (+/- 10 meters HH2 GPS)
 DM3619
 DM3619                          SUPERSEDED SURVEY CONTROL
 DM3619
 DM3619.No superseded survey control is available for this station.
 DM3619
 DM3619_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV5074704536(NAD 83)
 DM3619
 DM3619_MARKER: DB = BENCH MARK DISK
 DM3619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3619_STAMPING: 3515 H 1970
 DM3619_MARK LOGO: MNHD  
 DM3619_PROJECTION: PROJECTING 13 CENTIMETERS
 DM3619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM3619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3619+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3619
 DM3619  HISTORY     - Date     Condition        Report By
 DM3619  HISTORY     - 1970     MONUMENTED       MNHD
 DM3619  HISTORY     - 20021015 GOOD             MNDT
 DM3619
 DM3619                          STATION DESCRIPTION
 DM3619
 DM3619'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3619'THE MARK IS IN HALLOCK, 0.05 MI (0.1 KM) WEST ALONG TRUNK HIGHWAY 175
 DM3619'FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND TRUNK HIGHWAY 75 IN
 DM3619'HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 10.1, 29.7 FT (9.1 M) NORTH OF
 DM3619'TRUNK HIGHWAY 175, 36.3 FT (11.1 M) WEST-SOUTHWEST OF WEST RAIL, 3.1
 DM3619'FT (0.9 M) EAST OF POWER POLE, 71.2 FT (21.7 M) EAST-NORTHEAST OF
 DM3619'BRYAN AVE, 0.4 FT (0.1 M) NORTH OF NORTH EDGE OF SIDEWALK, 0.4 FT (0.1
 DM3619'M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3620 ***********************************************************************
 DM3620  DESIGNATION -  3515 J
 DM3620  PID         -  DM3620
 DM3620  STATE/COUNTY-  MN/KITTSON
 DM3620  COUNTRY     -  US
 DM3620  USGS QUAD   -  JOLIETTE (1979)
 DM3620
 DM3620                         *CURRENT SURVEY CONTROL
 DM3620  ______________________________________________________________________
 DM3620* NAD 83(1986) POSITION- 48 46 50.1    (N) 097 08 34.4    (W)   HD_HELD2  
 DM3620* NAVD 88 ORTHO HEIGHT -   240.644  (meters)     789.51  (feet) ADJUSTED  
 DM3620  ______________________________________________________________________
 DM3620  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DM3620  DYNAMIC HEIGHT  -        240.709 (meters)      789.73  (feet) COMP
 DM3620  MODELED GRAVITY -    980,873.0   (mgal)                       NAVD 88
 DM3620
 DM3620  VERT ORDER      -  SECOND    CLASS I
 DM3620
 DM3620.The horizontal coordinates were established by autonomous hand held GPS
 DM3620.observations and have an estimated accuracy of +/- 10 meters.
 DM3620.
 DM3620.The orthometric height was determined by differential leveling and
 DM3620.adjusted in October 2010.
 DM3620
 DM3620.No vertical observational check was made to the station.
 DM3620
 DM3620.The dynamic height is computed by dividing the NAVD 88
 DM3620.geopotential number by the normal gravity value computed on the
 DM3620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3620.degrees latitude (g = 980.6199 gals.).
 DM3620
 DM3620.The modeled gravity was interpolated from observed gravity values.
 DM3620
 DM3620;                    North         East    Units  Estimated Accuracy
 DM3620;SPC MN N     -   361,325.      503,001.      MT  (+/- 10 meters HH2 GPS)
 DM3620
 DM3620                          SUPERSEDED SURVEY CONTROL
 DM3620
 DM3620.No superseded survey control is available for this station.
 DM3620
 DM3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV3642604728(NAD 83)
 DM3620
 DM3620_MARKER: DD = SURVEY DISK
 DM3620_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3620_STAMPING: 3515 J 2002
 DM3620_MARK LOGO: MNDT  
 DM3620_PROJECTION: RECESSED 8 CENTIMETERS
 DM3620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3620+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3620_ROD/PIPE-DEPTH:  9.1 meters
 DM3620
 DM3620  HISTORY     - Date     Condition        Report By
 DM3620  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3620
 DM3620                          STATION DESCRIPTION
 DM3620
 DM3620'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3620'THE STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTH-SOUTHWEST OF
 DM3620'HUMBOLDT, 9.0 MI (14.5 KM) WEST OF HALLOCK, 7.1 MI (11.4 KM)
 DM3620'NORTH-NORTHWEST OF MATTSON AND 4.7 MI (7.6 KM) SOUTHEAST OF JOLIETTE
 DM3620'NORTH DAKOTA, 9.3 MI (15.0 KM) WEST ALONG TRUNK HIGHWAY 175 FROM THE
 DM3620'JUNCTION OF TRUNK HIGHWAY 175 AND TRUNK HIGHWAY 75 IN HALLOCK, AT
 DM3620'TRUNK HIGHWAY 175 MILEPOST 0.8, 49.8 FT (15.2 M) EAST-NORTHEAST OF
 DM3620'TRUNK HIGHWAY 175, 19.5 FT (5.9 M) SOUTH-SOUTHEAST OF A FIELD
 DM3620'ENTRANCE, 164 FT (50.0 M) EAST OF TELEPHONE CABLE PEDESTAL, 207.6 FT
 DM3620'(63.3 M) EAST-NORTHEAST OF POWER POLE, 2.5 FT (0.8 M) NORTH-NORTHWEST
 DM3620'OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3621 ***********************************************************************
 DM3621  DESIGNATION -  3515 K
 DM3621  PID         -  DM3621
 DM3621  STATE/COUNTY-  MN/KITTSON
 DM3621  COUNTRY     -  US
 DM3621  USGS QUAD   -  JOLIETTE (1979)
 DM3621
 DM3621                         *CURRENT SURVEY CONTROL
 DM3621  ______________________________________________________________________
 DM3621* NAD 83(1986) POSITION- 48 47 12.6    (N) 097 09 18.6    (W)   HD_HELD2  
 DM3621* NAVD 88 ORTHO HEIGHT -   243.475  (meters)     798.80  (feet) ADJUSTED  
 DM3621  ______________________________________________________________________
 DM3621  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DM3621  DYNAMIC HEIGHT  -        243.541 (meters)      799.02  (feet) COMP
 DM3621  MODELED GRAVITY -    980,873.0   (mgal)                       NAVD 88
 DM3621
 DM3621  VERT ORDER      -  SECOND    CLASS I
 DM3621
 DM3621.The horizontal coordinates were established by autonomous hand held GPS
 DM3621.observations and have an estimated accuracy of +/- 10 meters.
 DM3621.
 DM3621.The orthometric height was determined by differential leveling and
 DM3621.adjusted in October 2010.
 DM3621
 DM3621.No vertical observational check was made to the station.
 DM3621
 DM3621.The dynamic height is computed by dividing the NAVD 88
 DM3621.geopotential number by the normal gravity value computed on the
 DM3621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3621.degrees latitude (g = 980.6199 gals.).
 DM3621
 DM3621.The modeled gravity was interpolated from observed gravity values.
 DM3621
 DM3621;                    North         East    Units  Estimated Accuracy
 DM3621;SPC MN N     -   362,066.      502,136.      MT  (+/- 10 meters HH2 GPS)
 DM3621
 DM3621                          SUPERSEDED SURVEY CONTROL
 DM3621
 DM3621.No superseded survey control is available for this station.
 DM3621
 DM3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV3550705400(NAD 83)
 DM3621
 DM3621_MARKER: DD = SURVEY DISK
 DM3621_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3621_SP_SET: BRIDGE ABUTMENT
 DM3621_STAMPING: 3515 K 2002
 DM3621_MARK LOGO: MNDT  
 DM3621_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM3621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3621+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3621
 DM3621  HISTORY     - Date     Condition        Report By
 DM3621  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3621
 DM3621                          STATION DESCRIPTION
 DM3621
 DM3621'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3621'THE MARK IS 3.7 MI (6.0 KM) SOUTHEAST OF JOLIETTE NORTH DAKOTA, IN
 DM3621'ABUTMENT AT SE CORNER OF TRUNK HIGHWAY 175 BRIDGE NO 35005 OVER RED
 DM3621'RIVER (STATE LINE), 10.1 MI (16.3 KM) WEST ALONG TRUNK HIGHWAY 175
 DM3621'FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND TRUNK HIGHWAY 75 IN
 DM3621'HALLOCK, AT THE 175 MILEPOST 0.1, 18.8 FT (5.7 M) SOUTH-SOUTHWEST OF
 DM3621'TRUNK HIGHWAY 175.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3622 ***********************************************************************
 DM3622  DESIGNATION -  3515 L
 DM3622  PID         -  DM3622
 DM3622  STATE/COUNTY-  MN/KITTSON
 DM3622  COUNTRY     -  US
 DM3622  USGS QUAD   -  HILL SIDING (1974)
 DM3622
 DM3622                         *CURRENT SURVEY CONTROL
 DM3622  ______________________________________________________________________
 DM3622* NAD 83(1986) POSITION- 48 46 29.3    (N) 097 06 21.4    (W)   HD_HELD2  
 DM3622* NAVD 88 ORTHO HEIGHT -   241.282  (meters)     791.61  (feet) ADJUSTED  
 DM3622  ______________________________________________________________________
 DM3622  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DM3622  DYNAMIC HEIGHT  -        241.347 (meters)      791.82  (feet) COMP
 DM3622  MODELED GRAVITY -    980,873.7   (mgal)                       NAVD 88
 DM3622
 DM3622  VERT ORDER      -  SECOND    CLASS I
 DM3622
 DM3622.The horizontal coordinates were established by autonomous hand held GPS
 DM3622.observations and have an estimated accuracy of +/- 10 meters.
 DM3622.
 DM3622.The orthometric height was determined by differential leveling and
 DM3622.adjusted in October 2010.
 DM3622
 DM3622.No vertical observational check was made to the station.
 DM3622
 DM3622.The dynamic height is computed by dividing the NAVD 88
 DM3622.geopotential number by the normal gravity value computed on the
 DM3622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3622.degrees latitude (g = 980.6199 gals.).
 DM3622
 DM3622.The modeled gravity was interpolated from observed gravity values.
 DM3622
 DM3622;                    North         East    Units  Estimated Accuracy
 DM3622;SPC MN N     -   360,542.      505,679.      MT  (+/- 10 meters HH2 GPS)
 DM3622
 DM3622                          SUPERSEDED SURVEY CONTROL
 DM3622
 DM3622.No superseded survey control is available for this station.
 DM3622
 DM3622_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV3915604152(NAD 83)
 DM3622
 DM3622_MARKER: DD = SURVEY DISK
 DM3622_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3622_STAMPING: 3515 L 2002
 DM3622_MARK LOGO: MNDT  
 DM3622_PROJECTION: RECESSED 8 CENTIMETERS
 DM3622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3622+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3622_ROD/PIPE-DEPTH: 10.7 meters
 DM3622
 DM3622  HISTORY     - Date     Condition        Report By
 DM3622  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3622
 DM3622                          STATION DESCRIPTION
 DM3622
 DM3622'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3622'THE MARK IS 7.5 MI (12.1 KM) WEST OF HALLOCK, 7.4 MI (11.9 KM) WEST
 DM3622'ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND
 DM3622'TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 2.7, 121 FT
 DM3622'(36.9 M) SOUTH OF TRUNK HIGHWAY 175, 21.5 FT (6.6 M) WEST OF GRAVEL
 DM3622'ROAD, 21 FT (6.4 M) NORTH OF A FIELD ENTRANCE, 25.2 FT (7.7 M)
 DM3622'SOUTHEAST OF TELEPHONE CABLE PEDESTAL, 62 FT (18.9 M) WEST-SOUTHWEST
 DM3622'OF TELEPHONE CABLE PEDESTAL, 2.8 FT (0.9 M) SOUTH OF STEEL WITNESS
 DM3622'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3623 ***********************************************************************
 DM3623  DESIGNATION -  3515 M
 DM3623  PID         -  DM3623
 DM3623  STATE/COUNTY-  MN/KITTSON
 DM3623  COUNTRY     -  US
 DM3623  USGS QUAD   -  HILL SIDING (1974)
 DM3623
 DM3623                         *CURRENT SURVEY CONTROL
 DM3623  ______________________________________________________________________
 DM3623* NAD 83(1986) POSITION- 48 46 27.9    (N) 097 05 02.5    (W)   HD_HELD2  
 DM3623* NAVD 88 ORTHO HEIGHT -   243.225  (meters)     797.98  (feet) ADJUSTED  
 DM3623  ______________________________________________________________________
 DM3623  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DM3623  DYNAMIC HEIGHT  -        243.291 (meters)      798.20  (feet) COMP
 DM3623  MODELED GRAVITY -    980,874.3   (mgal)                       NAVD 88
 DM3623
 DM3623  VERT ORDER      -  SECOND    CLASS I
 DM3623
 DM3623.The horizontal coordinates were established by autonomous hand held GPS
 DM3623.observations and have an estimated accuracy of +/- 10 meters.
 DM3623.
 DM3623.The orthometric height was determined by differential leveling and
 DM3623.adjusted in October 2010.
 DM3623
 DM3623.No vertical observational check was made to the station.
 DM3623
 DM3623.The dynamic height is computed by dividing the NAVD 88
 DM3623.geopotential number by the normal gravity value computed on the
 DM3623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3623.degrees latitude (g = 980.6199 gals.).
 DM3623
 DM3623.The modeled gravity was interpolated from observed gravity values.
 DM3623
 DM3623;                    North         East    Units  Estimated Accuracy
 DM3623;SPC MN N     -   360,415.      507,286.      MT  (+/- 10 meters HH2 GPS)
 DM3623
 DM3623                          SUPERSEDED SURVEY CONTROL
 DM3623
 DM3623.No superseded survey control is available for this station.
 DM3623
 DM3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4076704149(NAD 83)
 DM3623
 DM3623_MARKER: DD = SURVEY DISK
 DM3623_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3623_STAMPING: 3515 M 2002
 DM3623_MARK LOGO: MNDT  
 DM3623_PROJECTION: RECESSED 5 CENTIMETERS
 DM3623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3623+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3623_ROD/PIPE-DEPTH: 16.8 meters
 DM3623
 DM3623  HISTORY     - Date     Condition        Report By
 DM3623  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3623
 DM3623                          STATION DESCRIPTION
 DM3623
 DM3623'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3623'THE MARK IS 6.5 MI (10.5 KM) WEST OF HALLOCK, 6.4 MI (10.3 KM) WEST
 DM3623'ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND
 DM3623'TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 3.7, 270 FT
 DM3623'(82.3 M) SOUTH OF TRUNK HIGHWAY 175, 20.5 FT (6.2 M) WEST OF GRAVEL
 DM3623'ROAD, 169 FT (51.5 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL,
 DM3623'11.5 FT (3.5 M) NORTH OF A FIELD ENTRANCE, 7.0 FT (2.1 M) SOUTH OF
 DM3623'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6256 ***********************************************************************
 DK6256  DESIGNATION -  3515 N
 DK6256  PID         -  DK6256
 DK6256  STATE/COUNTY-  MN/KITTSON
 DK6256  COUNTRY     -  US
 DK6256  USGS QUAD   -  HILL SIDING (1974)
 DK6256
 DK6256                         *CURRENT SURVEY CONTROL
 DK6256  ______________________________________________________________________
 DK6256* NAD 83(2007) POSITION- 48 46 30.69600(N) 097 03 42.56150(W)   ADJUSTED  
 DK6256* NAD 83(2007) ELLIP HT-   213.650 (meters)        (07/11/08)   ADJUSTED
 DK6256* NAD 83(2007) EPOCH   -  2002.00
 DK6256* NAVD 88 ORTHO HEIGHT -   240.720  (meters)     789.76  (feet) ADJUSTED  
 DK6256  ______________________________________________________________________
 DK6256  NAD 83(2007) X  -   -517,751.921 (meters)                     COMP
 DK6256  NAD 83(2007) Y  - -4,179,463.955 (meters)                     COMP
 DK6256  NAD 83(2007) Z  -  4,774,280.860 (meters)                     COMP
 DK6256  LAPLACE CORR    -         -3.15  (seconds)                    DEFLEC09
 DK6256  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DK6256  DYNAMIC HEIGHT  -        240.785 (meters)      789.98  (feet) COMP
 DK6256  MODELED GRAVITY -    980,875.0   (mgal)                       NAVD 88
 DK6256
 DK6256  HORZ ORDER      -  FIRST
 DK6256  VERT ORDER      -  SECOND    CLASS I
 DK6256  ELLP ORDER      -  FOURTH    CLASS I
 DK6256
 DK6256.The horizontal coordinates were established by GPS observations
 DK6256.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6256
 DK6256.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6256.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6256
 DK6256.The horizontal coordinates are valid at the epoch date displayed above
 DK6256.which is a decimal equivalence of Year/Month/Day.
 DK6256
 DK6256.The orthometric height was determined by differential leveling and
 DK6256.adjusted in October 2010.
 DK6256
 DK6256.No vertical observational check was made to the station.
 DK6256
 DK6256.Photographs are available for this station.
 DK6256
 DK6256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6256
 DK6256.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6256
 DK6256.The ellipsoidal height was determined by GPS observations
 DK6256.and is referenced to NAD 83.
 DK6256
 DK6256.The dynamic height is computed by dividing the NAVD 88
 DK6256.geopotential number by the normal gravity value computed on the
 DK6256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6256.degrees latitude (g = 980.6199 gals.).
 DK6256
 DK6256.The modeled gravity was interpolated from observed gravity values.
 DK6256
 DK6256. The following values were computed from the NAD 83(2007) position.
 DK6256
 DK6256;                    North         East     Units Scale Factor Converg.
 DK6256;SPC MN N     -   360,417.814   508,920.387   MT  1.00003776   -2 56 11.7
 DK6256;SPC MN N     - 1,182,470.78  1,669,682.97   sFT  1.00003776   -2 56 11.7
 DK6256;UTM  14      - 5,404,277.383   642,396.556   MT  0.99984911   +1 27 28.8
 DK6256
 DK6256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6256!SPC MN N     -   0.99996652  x   1.00003776  =   1.00000428
 DK6256!UTM  14      -   0.99996652  x   0.99984911  =   0.99981563
 DK6256
 DK6256                          SUPERSEDED SURVEY CONTROL
 DK6256
 DK6256  NAVD 88 (07/11/08)  240.72   (m)          789.8    (f) LEVELING    3  
 DK6256
 DK6256.Superseded values are not recommended for survey control.
 DK6256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6256.See file dsdata.txt to determine how the superseded data were derived.
 DK6256
 DK6256_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4239604277(NAD 83)
 DK6256
 DK6256_MARKER: DD = SURVEY DISK
 DK6256_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6256_STAMPING: 3515 N 2002
 DK6256_MARK LOGO: MNDT  
 DK6256_PROJECTION: RECESSED 5 CENTIMETERS
 DK6256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6256+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2007
 DK6256_ROD/PIPE-DEPTH:  9.1 meters
 DK6256
 DK6256  HISTORY     - Date     Condition        Report By
 DK6256  HISTORY     - 2002     MONUMENTED       MNDT
 DK6256  HISTORY     - 20030321 GOOD             MNDT
 DK6256  HISTORY     - 20070608 GOOD             MN-069
 DK6256
 DK6256                          STATION DESCRIPTION
 DK6256
 DK6256'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DK6256'RECOVERED.
 DK6256
 DK6256                          STATION RECOVERY (2007)
 DK6256
 DK6256'RECOVERY NOTE BY KITTSON COUNTY MINNESOTA 2007 (DJA)
 DK6256'5.4 MILES WEST OF HALLOCK, 5.35 MILES WEST ALONG TRUNK HIGHWAY 175
 DK6256'FROM JUNCTION OF TRUNK HIGHWAY 175 AND TRUNK HIGHWAY 75 IN HALLOCK, AT
 DK6256'TRUNK HIGHWAY 175 MILEPOINT 4.7, 93 FEET NORTH OF TRUNK HIGHWAY 175,
 DK6256'34.5 FEET WEST OF GRAVEL ROAD, 81 FEET WEST OF GUYED POWER POLE, 4.7
 DK6256'FEET SOUTH OF RIGHT OF WAY POST, 1.1 FEET NORTH OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3624 ***********************************************************************
 DM3624  DESIGNATION -  3515 P
 DM3624  PID         -  DM3624
 DM3624  STATE/COUNTY-  MN/KITTSON
 DM3624  COUNTRY     -  US
 DM3624  USGS QUAD   -  HILL SIDING (1974)
 DM3624
 DM3624                         *CURRENT SURVEY CONTROL
 DM3624  ______________________________________________________________________
 DM3624* NAD 83(1986) POSITION- 48 46 27.1    (N) 097 02 22.8    (W)   HD_HELD2  
 DM3624* NAVD 88 ORTHO HEIGHT -   242.828  (meters)     796.68  (feet) ADJUSTED  
 DM3624  ______________________________________________________________________
 DM3624  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DM3624  DYNAMIC HEIGHT  -        242.894 (meters)      796.89  (feet) COMP
 DM3624  MODELED GRAVITY -    980,875.5   (mgal)                       NAVD 88
 DM3624
 DM3624  VERT ORDER      -  SECOND    CLASS I
 DM3624
 DM3624.The horizontal coordinates were established by autonomous hand held GPS
 DM3624.observations and have an estimated accuracy of +/- 10 meters.
 DM3624.
 DM3624.The orthometric height was determined by differential leveling and
 DM3624.adjusted in October 2010.
 DM3624
 DM3624.No vertical observational check was made to the station.
 DM3624
 DM3624.The dynamic height is computed by dividing the NAVD 88
 DM3624.geopotential number by the normal gravity value computed on the
 DM3624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3624.degrees latitude (g = 980.6199 gals.).
 DM3624
 DM3624.The modeled gravity was interpolated from observed gravity values.
 DM3624
 DM3624;                    North         East    Units  Estimated Accuracy
 DM3624;SPC MN N     -   360,224.      510,541.      MT  (+/- 10 meters HH2 GPS)
 DM3624
 DM3624                          SUPERSEDED SURVEY CONTROL
 DM3624
 DM3624.No superseded survey control is available for this station.
 DM3624
 DM3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4402704208(NAD 83)
 DM3624
 DM3624_MARKER: DD = SURVEY DISK
 DM3624_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3624_STAMPING: 3515 P 2002
 DM3624_MARK LOGO: MNDT  
 DM3624_PROJECTION: RECESSED 5 CENTIMETERS
 DM3624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3624+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3624_ROD/PIPE-DEPTH:  9.1 meters
 DM3624
 DM3624  HISTORY     - Date     Condition        Report By
 DM3624  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3624
 DM3624                          STATION DESCRIPTION
 DM3624
 DM3624'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3624'THE MARK IS 4.4 MI (7.1 KM) WEST OF HALLOCK, 4.35 MI (7.0 KM) WEST
 DM3624'ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND
 DM3624'TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 5.7, ABOUT
 DM3624'250 FT (76.2 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 175, 38.4 FT (11.7 M)
 DM3624'EAST OF CO ROAD 34, 22.5 FT (6.9 M) NORTH OF A FIELD ENTRANCE, 4.8 FT
 DM3624'(1.5 M) SOUTH OF ST EEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3625 ***********************************************************************
 DM3625  DESIGNATION -  3515 Q
 DM3625  PID         -  DM3625
 DM3625  STATE/COUNTY-  MN/KITTSON
 DM3625  COUNTRY     -  US
 DM3625  USGS QUAD   -  HILL SIDING (1974)
 DM3625
 DM3625                         *CURRENT SURVEY CONTROL
 DM3625  ______________________________________________________________________
 DM3625* NAD 83(1986) POSITION- 48 46 30.3    (N) 097 01 04.7    (W)   HD_HELD2  
 DM3625* NAVD 88 ORTHO HEIGHT -   243.440  (meters)     798.69  (feet) ADJUSTED  
 DM3625  ______________________________________________________________________
 DM3625  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DM3625  DYNAMIC HEIGHT  -        243.506 (meters)      798.90  (feet) COMP
 DM3625  MODELED GRAVITY -    980,876.1   (mgal)                       NAVD 88
 DM3625
 DM3625  VERT ORDER      -  SECOND    CLASS I
 DM3625
 DM3625.The horizontal coordinates were established by autonomous hand held GPS
 DM3625.observations and have an estimated accuracy of +/- 10 meters.
 DM3625.
 DM3625.The orthometric height was determined by differential leveling and
 DM3625.adjusted in October 2010.
 DM3625
 DM3625.No vertical observational check was made to the station.
 DM3625
 DM3625.The dynamic height is computed by dividing the NAVD 88
 DM3625.geopotential number by the normal gravity value computed on the
 DM3625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3625.degrees latitude (g = 980.6199 gals.).
 DM3625
 DM3625.The modeled gravity was interpolated from observed gravity values.
 DM3625
 DM3625;                    North         East    Units  Estimated Accuracy
 DM3625;SPC MN N     -   360,241.      512,139.      MT  (+/- 10 meters HH2 GPS)
 DM3625
 DM3625                          SUPERSEDED SURVEY CONTROL
 DM3625
 DM3625.No superseded survey control is available for this station.
 DM3625
 DM3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4561804348(NAD 83)
 DM3625
 DM3625_MARKER: DD = SURVEY DISK
 DM3625_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3625_STAMPING: 3515 Q 2002
 DM3625_MARK LOGO: MNDT  
 DM3625_PROJECTION: RECESSED 5 CENTIMETERS
 DM3625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3625+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3625_ROD/PIPE-DEPTH: 10.7 meters
 DM3625
 DM3625  HISTORY     - Date     Condition        Report By
 DM3625  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3625
 DM3625                          STATION DESCRIPTION
 DM3625
 DM3625'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3625'THE MARK IS 3.4 MI (5.5 KM) WEST OF HALLOCK, 3.3 MI (5.3 KM) WEST
 DM3625'ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175 AND
 DM3625'TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 6.75, 119.2
 DM3625'FT (36.3 M) SOUTH OF TRUNK HIGHWAY 175, 21 FT (6.4 M) WEST OF GRAVEL
 DM3625'ROAD, 25 FT (7.6 M) NORTH OF A FIELD ENTRANCE, 26.5 SE OF CABLE MARKER
 DM3625'POST, 81 FT (24.7 M) WEST-SOUTHWEST OF CABLE MARKER POST, 6.6 FT (2.0
 DM3625'M) SOUTH-SOUTHEAST OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6257 ***********************************************************************
 DK6257  DESIGNATION -  3515 R
 DK6257  PID         -  DK6257
 DK6257  STATE/COUNTY-  MN/KITTSON
 DK6257  COUNTRY     -  US
 DK6257  USGS QUAD   -  HALLOCK (1974)
 DK6257
 DK6257                         *CURRENT SURVEY CONTROL
 DK6257  ______________________________________________________________________
 DK6257* NAD 83(2007) POSITION- 48 46 30.43732(N) 096 59 45.86320(W)   ADJUSTED  
 DK6257* NAD 83(2007) ELLIP HT-   218.381 (meters)        (07/11/08)   ADJUSTED
 DK6257* NAD 83(2007) EPOCH   -  2002.00
 DK6257* NAVD 88 ORTHO HEIGHT -   245.508  (meters)     805.47  (feet) ADJUSTED  
 DK6257  ______________________________________________________________________
 DK6257  NAD 83(2007) X  -   -512,956.566 (meters)                     COMP
 DK6257  NAD 83(2007) Y  - -4,180,064.408 (meters)                     COMP
 DK6257  NAD 83(2007) Z  -  4,774,279.152 (meters)                     COMP
 DK6257  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC09
 DK6257  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DK6257  DYNAMIC HEIGHT  -        245.574 (meters)      805.69  (feet) COMP
 DK6257  MODELED GRAVITY -    980,873.9   (mgal)                       NAVD 88
 DK6257
 DK6257  HORZ ORDER      -  FIRST
 DK6257  VERT ORDER      -  SECOND    CLASS I
 DK6257  ELLP ORDER      -  FOURTH    CLASS I
 DK6257
 DK6257.The horizontal coordinates were established by GPS observations
 DK6257.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6257
 DK6257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6257.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6257
 DK6257.The horizontal coordinates are valid at the epoch date displayed above
 DK6257.which is a decimal equivalence of Year/Month/Day.
 DK6257
 DK6257.The orthometric height was determined by differential leveling and
 DK6257.adjusted in October 2010.
 DK6257
 DK6257.No vertical observational check was made to the station.
 DK6257
 DK6257.Photographs are available for this station.
 DK6257
 DK6257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6257
 DK6257.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6257
 DK6257.The ellipsoidal height was determined by GPS observations
 DK6257.and is referenced to NAD 83.
 DK6257
 DK6257.The dynamic height is computed by dividing the NAVD 88
 DK6257.geopotential number by the normal gravity value computed on the
 DK6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6257.degrees latitude (g = 980.6199 gals.).
 DK6257
 DK6257.The modeled gravity was interpolated from observed gravity values.
 DK6257
 DK6257. The following values were computed from the NAD 83(2007) position.
 DK6257
 DK6257;                    North         East     Units Scale Factor Converg.
 DK6257;SPC MN N     -   360,164.298   513,746.552   MT  1.00003774   -2 53 16.2
 DK6257;SPC MN N     - 1,181,639.03  1,685,516.81   sFT  1.00003774   -2 53 16.2
 DK6257;UTM  14      - 5,404,394.427   647,227.086   MT  0.99986630   +1 30 26.9
 DK6257
 DK6257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6257!SPC MN N     -   0.99996578  x   1.00003774  =   1.00000352
 DK6257!UTM  14      -   0.99996578  x   0.99986630  =   0.99983208
 DK6257
 DK6257                          SUPERSEDED SURVEY CONTROL
 DK6257
 DK6257  NAVD 88 (07/11/08)  245.51   (m)          805.5    (f) LEVELING    3  
 DK6257
 DK6257.Superseded values are not recommended for survey control.
 DK6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6257.See file dsdata.txt to determine how the superseded data were derived.
 DK6257
 DK6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4722704394(NAD 83)
 DK6257
 DK6257_MARKER: DD = SURVEY DISK
 DK6257_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6257_STAMPING: 3515 R 2002
 DK6257_MARK LOGO: MNDT  
 DK6257_PROJECTION: RECESSED 3 CENTIMETERS
 DK6257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6257+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DK6257_ROD/PIPE-DEPTH:  9.1 meters
 DK6257
 DK6257  HISTORY     - Date     Condition        Report By
 DK6257  HISTORY     - 2002     MONUMENTED       MNDT
 DK6257  HISTORY     - 20030401 GOOD             MNDT
 DK6257  HISTORY     - 20070608 GOOD             MN-069
 DK6257  HISTORY     - 20100928 GOOD             WOOLPT
 DK6257  HISTORY     - 20101013 GOOD             WOOLPT
 DK6257
 DK6257                          STATION DESCRIPTION
 DK6257
 DK6257'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DK6257'RECOVERED AS DESCRIBED.
 DK6257
 DK6257                          STATION RECOVERY (2007)
 DK6257
 DK6257'RECOVERY NOTE BY KITTSON COUNTY MINNESOTA 2007 (DJA)
 DK6257'2.3 MILES WEST OF HALLOCK, 2.3 MILES WEST ALONG TRUNK HIGHWAY 175 FROM
 DK6257'JUNCTION OF TRUNK HIGHWAY 175 AND TRUNK HIGHWAY 75 IN HALLOCK, AT
 DK6257'TRUNK HIGHWAY 175 MILEPOINT 7.75, 88 FEET SOUTH OF TRUNK HIGHWAY 175,
 DK6257'43.5 FEET WEST OF GRAVEL ROAD, 14.6 FEET NORTH-NORTHWEST OF GUYED
 DK6257'POWER POLE, 92.2 FEET WEST-NORTHWEST OF GUYED POWER POLE, 1.3 FEET
 DK6257'NORTH OF STEEL WITNESS POST.
 DK6257
 DK6257                          STATION RECOVERY (2010)
 DK6257
 DK6257'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DK6257'RECOVERED IN GOOD CONDITION.
 DK6257
 DK6257                          STATION RECOVERY (2010)
 DK6257
 DK6257'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DK6257'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR HALLOCK LEVEE
 DK6257'PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 05095000.
 DK6257' 
 DK6257'THE MARK IS 15.48 FEET ABOVE ZERO GAGE REFERENCE POINT AT SOUTH BRANCH
 DK6257'TWO RIVERS RIVER AT HALLOCK, MN175.
 DK6257' 
 DK6257'THE MARK IS 0.85 FEET ABOVE NGVD29 AT SOUTH BRANCH TWO RIVERS RIVER AT
 DK6257'HALLOCK, MN175.
 DK6257' 
 DK6257'THE MARK IS 13.03 FEET BELOW RM 1, BRASS TABLET ON RAILING UNDER WIRE
 DK6257'WEIGHT.
 DK6257' 
 DK6257'THE MARK IS 9.66 FEET BELOW BM 1, BRASS TABLET ON RIGHT UPSTREAM
 DK6257'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3626 ***********************************************************************
 DM3626  DESIGNATION -  3515 S
 DM3626  PID         -  DM3626
 DM3626  STATE/COUNTY-  MN/KITTSON
 DM3626  COUNTRY     -  US
 DM3626  USGS QUAD   -  HALLOCK (1974)
 DM3626
 DM3626                         *CURRENT SURVEY CONTROL
 DM3626  ______________________________________________________________________
 DM3626* NAD 83(1986) POSITION- 48 46 32.4    (N) 096 58 26.1    (W)   HD_HELD2  
 DM3626* NAVD 88 ORTHO HEIGHT -   247.349  (meters)     811.51  (feet) ADJUSTED  
 DM3626  ______________________________________________________________________
 DM3626  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM3626  DYNAMIC HEIGHT  -        247.416 (meters)      811.73  (feet) COMP
 DM3626  MODELED GRAVITY -    980,875.4   (mgal)                       NAVD 88
 DM3626
 DM3626  VERT ORDER      -  SECOND    CLASS I
 DM3626
 DM3626.The horizontal coordinates were established by autonomous hand held GPS
 DM3626.observations and have an estimated accuracy of +/- 10 meters.
 DM3626.
 DM3626.The orthometric height was determined by differential leveling and
 DM3626.adjusted in October 2010.
 DM3626
 DM3626.No vertical observational check was made to the station.
 DM3626
 DM3626.The dynamic height is computed by dividing the NAVD 88
 DM3626.geopotential number by the normal gravity value computed on the
 DM3626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3626.degrees latitude (g = 980.6199 gals.).
 DM3626
 DM3626.The modeled gravity was interpolated from observed gravity values.
 DM3626
 DM3626;                    North         East    Units  Estimated Accuracy
 DM3626;SPC MN N     -   360,143.      515,376.      MT  (+/- 10 meters HH2 GPS)
 DM3626
 DM3626                          SUPERSEDED SURVEY CONTROL
 DM3626
 DM3626.No superseded survey control is available for this station.
 DM3626
 DM3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV4885304498(NAD 83)
 DM3626
 DM3626_MARKER: DD = SURVEY DISK
 DM3626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3626_STAMPING: 3515 S 2002
 DM3626_MARK LOGO: MNDT  
 DM3626_PROJECTION: RECESSED 3 CENTIMETERS
 DM3626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3626+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3626_ROD/PIPE-DEPTH:  9.1 meters
 DM3626
 DM3626  HISTORY     - Date     Condition        Report By
 DM3626  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3626
 DM3626                          STATION DESCRIPTION
 DM3626
 DM3626'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3626'THE MARK IS 1.3 MI (2.1 KM) WEST-NORTHWEST OF HALLOCK, 1.3 MI (2.1 KM)
 DM3626'WEST ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175
 DM3626'AND TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 8.75,
 DM3626'100.5 FT (30.6 M) NORTH OF TRUNK HIGHWAY 175, 5.5 FT (1.7 M)
 DM3626'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO F101, 73.5 FT (22.4 M)
 DM3626'WEST OF GUYED POWER POLE, 2 FT (0.6 M) NORTHEAST OF R/W POST, 33.5 FT
 DM3626'(10.2 M) WEST OF GRAVEL ROAD, 1.5 NORTH OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3627 ***********************************************************************
 DM3627  DESIGNATION -  3515 T
 DM3627  PID         -  DM3627
 DM3627  STATE/COUNTY-  MN/KITTSON
 DM3627  COUNTRY     -  US
 DM3627  USGS QUAD   -  HALLOCK (1974)
 DM3627
 DM3627                         *CURRENT SURVEY CONTROL
 DM3627  ______________________________________________________________________
 DM3627* NAD 83(1986) POSITION- 48 46 32.1    (N) 096 57 22.9    (W)   HD_HELD2  
 DM3627* NAVD 88 ORTHO HEIGHT -   247.962  (meters)     813.52  (feet) ADJUSTED  
 DM3627  ______________________________________________________________________
 DM3627  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM3627  DYNAMIC HEIGHT  -        248.029 (meters)      813.74  (feet) COMP
 DM3627  MODELED GRAVITY -    980,876.5   (mgal)                       NAVD 88
 DM3627
 DM3627  VERT ORDER      -  SECOND    CLASS I
 DM3627
 DM3627.The horizontal coordinates were established by autonomous hand held GPS
 DM3627.observations and have an estimated accuracy of +/- 10 meters.
 DM3627.
 DM3627.The orthometric height was determined by differential leveling and
 DM3627.adjusted in October 2010.
 DM3627
 DM3627.No vertical observational check was made to the station.
 DM3627
 DM3627.The dynamic height is computed by dividing the NAVD 88
 DM3627.geopotential number by the normal gravity value computed on the
 DM3627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3627.degrees latitude (g = 980.6199 gals.).
 DM3627
 DM3627.The modeled gravity was interpolated from observed gravity values.
 DM3627
 DM3627;                    North         East    Units  Estimated Accuracy
 DM3627;SPC MN N     -   360,069.      516,664.      MT  (+/- 10 meters HH2 GPS)
 DM3627
 DM3627                          SUPERSEDED SURVEY CONTROL
 DM3627
 DM3627.No superseded survey control is available for this station.
 DM3627
 DM3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV5014304523(NAD 83)
 DM3627
 DM3627_MARKER: DD = SURVEY DISK
 DM3627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3627_STAMPING: 3515 T 2002
 DM3627_MARK LOGO: MNDT  
 DM3627_PROJECTION: RECESSED 13 CENTIMETERS
 DM3627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3627+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2002
 DM3627_ROD/PIPE-DEPTH: 10.7 meters
 DM3627
 DM3627  HISTORY     - Date     Condition        Report By
 DM3627  HISTORY     - 20021015 MONUMENTED       MNDT
 DM3627
 DM3627                          STATION DESCRIPTION
 DM3627
 DM3627'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DM3627'THE MARK IS 0.5 MI (0.8 KM) WEST-NORTHWEST OF HALLOCK, 0.5 MI (0.8 KM)
 DM3627'WEST ALONG TRUNK HIGHWAY 175 FROM THE JUNCTION OF TRUNK HIGHWAY 175
 DM3627'AND TRUNK HIGHWAY 75 IN HALLOCK, AT TRUNK HIGHWAY 175 MILEPOST 9.55,
 DM3627'51.7 FT (15.8 M) NORTH OF TRUNK HIGHWAY 175, 110 FT (33.5 M)
 DM3627'EAST-SOUTHEAST OF POWER POLE, 78 FT (23.8 M) WEST-SOUTHWEST OF THE
 DM3627'SOUTHWEST CORNER OF CYCLONE FENCE AROUND PUMPING STATION, 27.5 FT (8.4
 DM3627'M) WEST OF ENTRANCE, 5.0 FT (1.5 M) NORTHEAST OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5601 ***********************************************************************
 DM5601  DESIGNATION -  3515 T 2
 DM5601  PID         -  DM5601
 DM5601  STATE/COUNTY-  MN/KITTSON
 DM5601  COUNTRY     -  US
 DM5601  USGS QUAD   -  HALLOCK (1974)
 DM5601
 DM5601                         *CURRENT SURVEY CONTROL
 DM5601  ______________________________________________________________________
 DM5601* NAD 83(1986) POSITION- 48 46 20.     (N) 096 56 57.     (W)   SCALED    
 DM5601* NAVD 88 ORTHO HEIGHT -   248.845  (meters)     816.42  (feet) ADJUSTED  
 DM5601  ______________________________________________________________________
 DM5601  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM5601  DYNAMIC HEIGHT  -        248.913 (meters)      816.64  (feet) COMP
 DM5601  MODELED GRAVITY -    980,876.5   (mgal)                       NAVD 88
 DM5601
 DM5601  VERT ORDER      -  SECOND    CLASS I
 DM5601
 DM5601.The horizontal coordinates were scaled from a topographic map and have
 DM5601.an estimated accuracy of +/- 6 seconds.
 DM5601.
 DM5601.The orthometric height was determined by differential leveling and
 DM5601.adjusted in March 2011.
 DM5601
 DM5601.No vertical observational check was made to the station.
 DM5601
 DM5601.The dynamic height is computed by dividing the NAVD 88
 DM5601.geopotential number by the normal gravity value computed on the
 DM5601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5601.degrees latitude (g = 980.6199 gals.).
 DM5601
 DM5601.The modeled gravity was interpolated from observed gravity values.
 DM5601
 DM5601;                    North         East    Units  Estimated Accuracy
 DM5601;SPC MN N     -   359,670.      517,170.      MT  (+/- 180 meters Scaled)
 DM5601
 DM5601                          SUPERSEDED SURVEY CONTROL
 DM5601
 DM5601.No superseded survey control is available for this station.
 DM5601
 DM5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV506041(NAD 83)
 DM5601
 DM5601_MARKER: F = FLANGE-ENCASED ROD
 DM5601_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5601_STAMPING: 3515 T 2 2009
 DM5601_MARK LOGO: MNDT  
 DM5601_PROJECTION: RECESSED 5 CENTIMETERS
 DM5601_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5601+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM5601_ROD/PIPE-DEPTH: 12.2 meters
 DM5601
 DM5601  HISTORY     - Date     Condition        Report By
 DM5601  HISTORY     - 2009     MONUMENTED       MNDT
 DM5601
 DM5601                          STATION DESCRIPTION
 DM5601
 DM5601'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5601'THE MARK IS IN HALLOCK, 0.15 MI (0.2 KM) WEST-SOUTHWEST ALONG COUNTY
 DM5601'ROAD 1 FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 1 IN
 DM5601'HALLOCK, THEN 0.10 MI (0.2 KM) SOUTH-SOUTHEAST ON COLUMBUS AVENUE TO
 DM5601'MINNESOTA DEPARTMENT OF TRANSPORTATION SHOP YARD.
 DM5601' 
 DM5601'IT IS 85.4 FT (26.0 M) WEST-SOUTHWEST OF COLUMBUS AVENUE, 5.0 FT (1.5
 DM5601'M) NORTH-NORTHWEST OF THIRD STREET SOUTH EXTENDED, 38.7 FT (11.8 M)
 DM5601'SOUTHEAST OF THE NORTHEAST CORNER OF MINNESOTA DEPARTMENT OF
 DM5601'TRANSPORTATION BUILDING, 50.8 FT (15.5 M) WEST-SOUTHWEST OF CYCLONE
 DM5601'FENCE, 15.9 FT (4.8 M) SOUTH-SOUTHEAST OF CYCLONE FENCE, 15.6 FT (4.8
 DM5601'M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0850 ***********************************************************************
 TD0850  DESIGNATION -  3516 B
 TD0850  PID         -  TD0850
 TD0850  STATE/COUNTY-  MN/KITTSON
 TD0850  COUNTRY     -  US
 TD0850  USGS QUAD   -  LANCASTER (1974)
 TD0850
 TD0850                         *CURRENT SURVEY CONTROL
 TD0850  ______________________________________________________________________
 TD0850* NAD 83(1986) POSITION- 48 46 29.     (N) 096 52 27.     (W)   SCALED    
 TD0850* NAVD 88 ORTHO HEIGHT -   255.072  (meters)     836.85  (feet) ADJUSTED  
 TD0850  ______________________________________________________________________
 TD0850  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 TD0850  DYNAMIC HEIGHT  -        255.142 (meters)      837.08  (feet) COMP
 TD0850  MODELED GRAVITY -    980,879.0   (mgal)                       NAVD 88
 TD0850
 TD0850  VERT ORDER      -  FIRST     CLASS II
 TD0850
 TD0850.The horizontal coordinates were scaled from a topographic map and have
 TD0850.an estimated accuracy of +/- 6 seconds.
 TD0850.
 TD0850.The orthometric height was determined by differential leveling and
 TD0850.adjusted in June 1991.
 TD0850
 TD0850.The dynamic height is computed by dividing the NAVD 88
 TD0850.geopotential number by the normal gravity value computed on the
 TD0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0850.degrees latitude (g = 980.6199 gals.).
 TD0850
 TD0850.The modeled gravity was interpolated from observed gravity values.
 TD0850
 TD0850;                    North         East    Units  Estimated Accuracy
 TD0850;SPC MN N     -   359,680.      522,690.      MT  (+/- 180 meters Scaled)
 TD0850
 TD0850                          SUPERSEDED SURVEY CONTROL
 TD0850
 TD0850.No superseded survey control is available for this station.
 TD0850
 TD0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV561045(NAD 83)
 TD0850
 TD0850_MARKER: DD = SURVEY DISK
 TD0850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0850_SP_SET: BRIDGE
 TD0850_STAMPING: 3516 B
 TD0850_MARK LOGO: MNDT  
 TD0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0850
 TD0850  HISTORY     - Date     Condition        Report By
 TD0850  HISTORY     - UNK      MONUMENTED       MNDT
 TD0850  HISTORY     - 1981     GOOD             NGS
 TD0850
 TD0850                          STATION DESCRIPTION
 TD0850
 TD0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0850'5.5 KM (3.4 MI) EAST FROM HALLOCK.
 TD0850'5.5 KM (3.4 MI) EAST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 TD0850'HALLOCK, SET IN TOP OF THE SOUTHEAST WINGWALL OF BRIDGE NUMBER 35509
 TD0850'OVER THE MIDDLE BRANCH OF TWO RIVERS, THE BRIDGE WAS BUILT IN 1966,
 TD0850'6.7 METERS (22.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TD0850'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0849 ***********************************************************************
 TD0849  DESIGNATION -  3516 C
 TD0849  PID         -  TD0849
 TD0849  STATE/COUNTY-  MN/KITTSON
 TD0849  COUNTRY     -  US
 TD0849  USGS QUAD   -  LANCASTER (1974)
 TD0849
 TD0849                         *CURRENT SURVEY CONTROL
 TD0849  ______________________________________________________________________
 TD0849* NAD 83(1986) POSITION- 48 46 29.     (N) 096 51 52.     (W)   SCALED    
 TD0849* NAVD 88 ORTHO HEIGHT -   257.251  (meters)     844.00  (feet) ADJUSTED  
 TD0849  ______________________________________________________________________
 TD0849  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 TD0849  DYNAMIC HEIGHT  -        257.322 (meters)      844.23  (feet) COMP
 TD0849  MODELED GRAVITY -    980,878.8   (mgal)                       NAVD 88
 TD0849
 TD0849  VERT ORDER      -  FIRST     CLASS II
 TD0849
 TD0849.The horizontal coordinates were scaled from a topographic map and have
 TD0849.an estimated accuracy of +/- 6 seconds.
 TD0849.
 TD0849.The orthometric height was determined by differential leveling and
 TD0849.adjusted in June 1991.
 TD0849
 TD0849.The dynamic height is computed by dividing the NAVD 88
 TD0849.geopotential number by the normal gravity value computed on the
 TD0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0849.degrees latitude (g = 980.6199 gals.).
 TD0849
 TD0849.The modeled gravity was interpolated from observed gravity values.
 TD0849
 TD0849;                    North         East    Units  Estimated Accuracy
 TD0849;SPC MN N     -   359,640.      523,410.      MT  (+/- 180 meters Scaled)
 TD0849
 TD0849                          SUPERSEDED SURVEY CONTROL
 TD0849
 TD0849.No superseded survey control is available for this station.
 TD0849
 TD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV568046(NAD 83)
 TD0849
 TD0849_MARKER: DD = SURVEY DISK
 TD0849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0849_SP_SET: BRIDGE
 TD0849_STAMPING: 3516 C
 TD0849_MARK LOGO: MNDT  
 TD0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0849
 TD0849  HISTORY     - Date     Condition        Report By
 TD0849  HISTORY     - UNK      MONUMENTED       MNDT
 TD0849  HISTORY     - 1981     GOOD             NGS
 TD0849
 TD0849                          STATION DESCRIPTION
 TD0849
 TD0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0849'6.3 KM (3.9 MI) EAST FROM HALLOCK.
 TD0849'6.3 KM (3.9 MI) EAST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 TD0849'HALLOCK, SET IN TOP OF THE SOUTHEAST CONCRETE WINGWALL OF BRIDGE
 TD0849'NUMBER 35510 OVER MIDDLE BRANCH OF TWO RIVERS, 7.0 METERS (23.0 FT)
 TD0849'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TD0849'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0845 ***********************************************************************
 TD0845  DESIGNATION -  3516 D
 TD0845  PID         -  TD0845
 TD0845  STATE/COUNTY-  MN/KITTSON
 TD0845  COUNTRY     -  US
 TD0845  USGS QUAD   -  LANCASTER (1974)
 TD0845
 TD0845                         *CURRENT SURVEY CONTROL
 TD0845  ______________________________________________________________________
 TD0845* NAD 83(1986) POSITION- 48 46 30.4    (N) 096 47 51.0    (W)   HD_HELD2  
 TD0845* NAVD 88 ORTHO HEIGHT -   271.161  (meters)     889.63  (feet) ADJUSTED  
 TD0845  ______________________________________________________________________
 TD0845  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 TD0845  DYNAMIC HEIGHT  -        271.235 (meters)      889.88  (feet) COMP
 TD0845  MODELED GRAVITY -    980,878.4   (mgal)                       NAVD 88
 TD0845
 TD0845  VERT ORDER      -  FIRST     CLASS II
 TD0845
 TD0845.The horizontal coordinates were established by autonomous hand held GPS
 TD0845.observations and have an estimated accuracy of +/- 10 meters.
 TD0845.
 TD0845.The orthometric height was determined by differential leveling and
 TD0845.adjusted in June 1991.
 TD0845
 TD0845.The dynamic height is computed by dividing the NAVD 88
 TD0845.geopotential number by the normal gravity value computed on the
 TD0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0845.degrees latitude (g = 980.6199 gals.).
 TD0845
 TD0845.The modeled gravity was interpolated from observed gravity values.
 TD0845
 TD0845;                    North         East    Units  Estimated Accuracy
 TD0845;SPC MN N     -   359,447.      528,325.      MT  (+/- 10 meters HH2 GPS)
 TD0845
 TD0845                          SUPERSEDED SURVEY CONTROL
 TD0845
 TD0845.No superseded survey control is available for this station.
 TD0845
 TD0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6181504796(NAD 83)
 TD0845
 TD0845_MARKER: DD = SURVEY DISK
 TD0845_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TD0845_SP_SET: BRIDGE ABUTMENT
 TD0845_STAMPING: 3516 D
 TD0845_MARK LOGO: MNHD  
 TD0845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0845+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2003
 TD0845
 TD0845  HISTORY     - Date     Condition        Report By
 TD0845  HISTORY     - UNK      MONUMENTED       MNDT
 TD0845  HISTORY     - 1981     GOOD             NGS
 TD0845  HISTORY     - 20030409 GOOD             MNDT
 TD0845
 TD0845                          STATION DESCRIPTION
 TD0845
 TD0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0845'11.3 KM (7.0 FT) EAST FROM HALLOCK.
 TD0845'11.3 KM (7.0 MI) EAST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 TD0845'HALLOCK, SET IN THE TOP OF THE SOUTHEAST WING OF CONCRETE HIGHWAY
 TD0845'BRIDGE NUMBER 35506 OVER THE MIDDLE BRANCH OF TWO RIVERS, 7.0 METERS
 TD0845'(23.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TD0845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TD0845
 TD0845                          STATION RECOVERY (2003)
 TD0845
 TD0845'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TD0845'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TD0845'NOT MAGNETIC, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0843 ***********************************************************************
 TD0843  DESIGNATION -  3516 E
 TD0843  PID         -  TD0843
 TD0843  STATE/COUNTY-  MN/KITTSON
 TD0843  COUNTRY     -  US
 TD0843  USGS QUAD   -  LANCASTER (1974)
 TD0843
 TD0843                         *CURRENT SURVEY CONTROL
 TD0843  ______________________________________________________________________
 TD0843* NAD 83(1986) POSITION- 48 46 29.     (N) 096 45 10.     (W)   SCALED    
 TD0843* NAVD 88 ORTHO HEIGHT -   279.708  (meters)     917.68  (feet) ADJUSTED  
 TD0843  ______________________________________________________________________
 TD0843  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 TD0843  DYNAMIC HEIGHT  -        279.786 (meters)      917.93  (feet) COMP
 TD0843  MODELED GRAVITY -    980,879.4   (mgal)                       NAVD 88
 TD0843
 TD0843  VERT ORDER      -  FIRST     CLASS II
 TD0843
 TD0843.The horizontal coordinates were scaled from a topographic map and have
 TD0843.an estimated accuracy of +/- 6 seconds.
 TD0843.
 TD0843.The orthometric height was determined by differential leveling and
 TD0843.adjusted in June 1991.
 TD0843
 TD0843.The dynamic height is computed by dividing the NAVD 88
 TD0843.geopotential number by the normal gravity value computed on the
 TD0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0843.degrees latitude (g = 980.6199 gals.).
 TD0843
 TD0843.The modeled gravity was interpolated from observed gravity values.
 TD0843
 TD0843;                    North         East    Units  Estimated Accuracy
 TD0843;SPC MN N     -   359,250.      531,610.      MT  (+/- 180 meters Scaled)
 TD0843
 TD0843                          SUPERSEDED SURVEY CONTROL
 TD0843
 TD0843.No superseded survey control is available for this station.
 TD0843
 TD0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV651048(NAD 83)
 TD0843
 TD0843_MARKER: DD = SURVEY DISK
 TD0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TD0843_SP_SET: WINGWALL
 TD0843_STAMPING: 3516 E
 TD0843_MARK LOGO: MNDT  
 TD0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0843
 TD0843  HISTORY     - Date     Condition        Report By
 TD0843  HISTORY     - UNK      MONUMENTED       MNDT
 TD0843  HISTORY     - 1981     GOOD             NGS
 TD0843
 TD0843                          STATION DESCRIPTION
 TD0843
 TD0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0843'14.8 KM (9.15 MI) EAST FROM HALLOCK.
 TD0843'14.8 KM (9.15 MI) EAST ALONG STATE HIGHWAY 175 FROM THE POST OFFICE IN
 TD0843'HALLOCK, SET IN TOP OF THE SOUTHEAST WINGWALL OF CONCRETE HIGHWAY
 TD0843'BRIDGE NUMBER 35507 OVER THE MIDDLE BRANCH OF TWO RIVERS, 7.0 METERS
 TD0843'(23.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TD0843'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0841 ***********************************************************************
 TD0841  DESIGNATION -  3516 F=HH
 TD0841  PID         -  TD0841
 TD0841  STATE/COUNTY-  MN/KITTSON
 TD0841  COUNTRY     -  US
 TD0841  USGS QUAD   -  SKULL LAKE SW (1966)
 TD0841
 TD0841                         *CURRENT SURVEY CONTROL
 TD0841  ______________________________________________________________________
 TD0841* NAD 83(1986) POSITION- 48 46 30.0    (N) 096 42 20.3    (W)   HD_HELD2  
 TD0841* NAVD 88 ORTHO HEIGHT -   286.974  (meters)     941.51  (feet) ADJUSTED  
 TD0841  ______________________________________________________________________
 TD0841  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 TD0841  DYNAMIC HEIGHT  -        287.052 (meters)      941.77  (feet) COMP
 TD0841  MODELED GRAVITY -    980,875.3   (mgal)                       NAVD 88
 TD0841
 TD0841  VERT ORDER      -  FIRST     CLASS II
 TD0841
 TD0841.The horizontal coordinates were established by autonomous hand held GPS
 TD0841.observations and have an estimated accuracy of +/- 10 meters.
 TD0841.
 TD0841.The orthometric height was determined by differential leveling and
 TD0841.adjusted in June 1991.
 TD0841
 TD0841.The dynamic height is computed by dividing the NAVD 88
 TD0841.geopotential number by the normal gravity value computed on the
 TD0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0841.degrees latitude (g = 980.6199 gals.).
 TD0841
 TD0841.The modeled gravity was interpolated from observed gravity values.
 TD0841
 TD0841;                    North         East    Units  Estimated Accuracy
 TD0841;SPC MN N     -   359,115.      535,069.      MT  (+/- 10 meters HH2 GPS)
 TD0841
 TD0841                          SUPERSEDED SURVEY CONTROL
 TD0841
 TD0841.No superseded survey control is available for this station.
 TD0841
 TD0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPV6856404983(NAD 83)
 TD0841
 TD0841_MARKER: DB = BENCH MARK DISK
 TD0841_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TD0841_SP_SET: BRIDGE WINGWALL
 TD0841_STAMPING: HH
 TD0841_MARK LOGO: MNHD  
 TD0841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD0841+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 TD0841
 TD0841  HISTORY     - Date     Condition        Report By
 TD0841  HISTORY     - 1968     MONUMENTED       MNHD
 TD0841  HISTORY     - 1981     GOOD             NGS
 TD0841  HISTORY     - 20021009 GOOD             MNDT
 TD0841
 TD0841                          STATION DESCRIPTION
 TD0841
 TD0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TD0841'5.8 KM (3.6 MI) NW FROM LAKE BRONSON.
 TD0841'5.6 KM (3.5 MI) NORTHWEST ALONG U.S. HIGHWAY 59 FROM THE JUNCTION OF
 TD0841'COUNTY ROAD 28 IN LAKE BRONSON, THENCE WEST ALONG STATE HIGHWAY 175
 TD0841'FOR 0.16 KM (0.1 MI), SET IN TOP OF THE SOUTHEAST WINGWALL OF BRIDGE
 TD0841'NUMBER 35508 OVER THE MIDDLE BRANCH OF TWO RIVERS, 6.7 METERS
 TD0841'(22.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 TD0841'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 TD0841
 TD0841                          STATION RECOVERY (2002)
 TD0841
 TD0841'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TD0841'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 TD0841'TH 11 MP 21.05.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5926 ***********************************************************************
 DF5926  DESIGNATION -  36
 DF5926  PID         -  DF5926
 DF5926  STATE/COUNTY-  MN/PINE
 DF5926  COUNTRY     -  US
 DF5926  USGS QUAD   -  SANDSTONE SOUTH (1982)
 DF5926
 DF5926                         *CURRENT SURVEY CONTROL
 DF5926  ______________________________________________________________________
 DF5926* NAD 83(2007) POSITION- 46 03 53.36665(N) 092 49 29.64033(W)   ADJUSTED  
 DF5926* NAD 83(2007) ELLIP HT-   286.543 (meters)        (02/10/07)   ADJUSTED
 DF5926* NAD 83(2007) EPOCH   -  2002.00
 DF5926* NAVD 88 ORTHO HEIGHT -   313.8    (meters)    1030.    (feet) GPS OBS   
 DF5926  ______________________________________________________________________
 DF5926  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5926  GEOID HEIGHT    -        -27.18  (meters)                     GEOID03
 DF5926  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DF5926  NAD 83(2007) X  -   -218,491.653 (meters)                     COMP
 DF5926  NAD 83(2007) Y  - -4,427,945.690 (meters)                     COMP
 DF5926  NAD 83(2007) Z  -  4,570,456.192 (meters)                     COMP
 DF5926  LAPLACE CORR    -          7.69  (seconds)                    DEFLEC09
 DF5926
 DF5926  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5926  Type                                         Horiz  Ellip  Dist(km)
 DF5926  -------------------------------------------------------------------
 DF5926  NETWORK                                       1.10   0.73
 DF5926  -------------------------------------------------------------------
 DF5926  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.12   0.71     10.18
 DF5926  -------------------------------------------------------------------
 DF5926  NOTE: Click here for information on individual local accuracy
 DF5926  values and other accuracy information.
 DF5926
 DF5926
 DF5926.The horizontal coordinates were established by GPS observations
 DF5926.and adjusted by the National Geodetic Survey in February 2007.
 DF5926
 DF5926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5926.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5926
 DF5926.The horizontal coordinates are valid at the epoch date displayed above
 DF5926.which is a decimal equivalence of Year/Month/Day.
 DF5926
 DF5926.The orthometric height was determined by GPS observations and a
 DF5926.high-resolution geoid model.
 DF5926
 DF5926.Photographs are available for this station.
 DF5926
 DF5926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5926
 DF5926.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5926
 DF5926.The ellipsoidal height was determined by GPS observations
 DF5926.and is referenced to NAD 83.
 DF5926
 DF5926. The following values were computed from the NAD 83(2007) position.
 DF5926
 DF5926;                    North         East     Units Scale Factor Converg.
 DF5926;SPC MN C     -   219,342.705   910,250.625   MT  0.99993308   +1 01 51.2
 DF5926;SPC MN C     -   719,626.86  2,986,380.59   sFT  0.99993308   +1 01 51.2
 DF5926;UTM  15      - 5,101,264.834   513,542.548   MT  0.99960225   +0 07 33.9
 DF5926
 DF5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5926!SPC MN C     -   0.99995508  x   0.99993308  =   0.99988816
 DF5926!UTM  15      -   0.99995508  x   0.99960225  =   0.99955735
 DF5926
 DF5926                          SUPERSEDED SURVEY CONTROL
 DF5926
 DF5926  NAD 83(1996)-  46 03 53.36660(N)    092 49 29.63992(W) AD(       ) 1
 DF5926  ELLIP H (05/27/03)  286.586  (m)                       GP(       ) 3 1
 DF5926  NAVD 88 (05/27/03)  313.8    (m)  GEOID99 model used   GPS OBS        
 DF5926
 DF5926.Superseded values are not recommended for survey control.
 DF5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5926.See file dsdata.txt to determine how the superseded data were derived.
 DF5926
 DF5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1354201264(NAD 83)
 DF5926
 DF5926_MARKER: DD = SURVEY DISK
 DF5926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5926_STAMPING: NO 36
 DF5926_MARK LOGO: MN-115
 DF5926_PROJECTION: FLUSH
 DF5926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5926+STABILITY: SURFACE MOTION
 DF5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5926+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2009
 DF5926
 DF5926  HISTORY     - Date     Condition        Report By
 DF5926  HISTORY     - 1999     MONUMENTED       MN-115
 DF5926  HISTORY     - 20090106 GOOD             MNDT
 DF5926
 DF5926                          STATION DESCRIPTION
 DF5926
 DF5926'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5926'5 MI (8.0 KM) EAST OF HINCKLEY ON TH 48 THEN 3.65 MI (5.87 KM) NORTH
 DF5926'ON CO RD 20, 0.65 MI (1.05 KM) NORTH OF SW COR OF SECTION 1, 32 FT
 DF5926'(9.8 M) EAST OF CO RD 20, 36 FT (11.0 M) SOUTH OF FIELD ENTRANCE, 7 FT
 DF5926'(2.1 M) SW OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST.
 DF5926
 DF5926                          STATION RECOVERY (2009)
 DF5926
 DF5926'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MDL)
 DF5926'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5926'THE MARK IS 9.0 MILES NORTHEAST OF HINCKLEY, 5.0 MILES EAST ALONG
 DF5926'TRUNK HIGHWAY 48 FROM JUNCTION OF TRUNK HIGHWAY 48 AND INTERSTATE
 DF5926'HIGHWAY 35 AT HINCKLEY, THEN 3.75 MILES NORTH ALONG COUNTY ROAD 20,
 DF5926'0.65 MILE NORTH OF SOUTHWEST CORNER OF SECTION 1, 32 FEET EAST OF
 DF5926'COUNTY ROAD 20, 36 FEET SOUTH OF FIELD ENTRANCE, 2.0 FEET WEST OF
 DF5926'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8697 ***********************************************************************
 DF8697  DESIGNATION -  36
 DF8697  PID         -  DF8697
 DF8697  STATE/COUNTY-  MN/KANABEC
 DF8697  COUNTRY     -  US
 DF8697  USGS QUAD   -  POMROY LAKE (1980)
 DF8697
 DF8697                         *CURRENT SURVEY CONTROL
 DF8697  ______________________________________________________________________
 DF8697* NAD 83(2007) POSITION- 46 05 09.58264(N) 093 08 18.48034(W)   ADJUSTED  
 DF8697* NAD 83(2007) ELLIP HT-   316.073 (meters)        (02/10/07)   ADJUSTED
 DF8697* NAD 83(2007) EPOCH   -  2002.00
 DF8697* NAVD 88 ORTHO HEIGHT -   343.7    (meters)    1128.    (feet) GPS OBS   
 DF8697  ______________________________________________________________________
 DF8697  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8697  GEOID HEIGHT    -        -27.62  (meters)                     GEOID99
 DF8697  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 DF8697  NAD 83(2007) X  -   -242,629.713 (meters)                     COMP
 DF8697  NAD 83(2007) Y  - -4,425,011.627 (meters)                     COMP
 DF8697  NAD 83(2007) Z  -  4,572,109.998 (meters)                     COMP
 DF8697  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC09
 DF8697
 DF8697  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8697  Type                                         Horiz  Ellip  Dist(km)
 DF8697  -------------------------------------------------------------------
 DF8697  NETWORK                                       0.85   0.73
 DF8697  -------------------------------------------------------------------
 DF8697  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.84   0.65      7.55
 DF8697  -------------------------------------------------------------------
 DF8697  NOTE: Click here for information on individual local accuracy
 DF8697  values and other accuracy information.
 DF8697
 DF8697
 DF8697.The horizontal coordinates were established by GPS observations
 DF8697.and adjusted by the National Geodetic Survey in February 2007.
 DF8697
 DF8697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8697.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8697
 DF8697.The horizontal coordinates are valid at the epoch date displayed above
 DF8697.which is a decimal equivalence of Year/Month/Day.
 DF8697
 DF8697.The orthometric height was determined by GPS observations and a
 DF8697.high-resolution geoid model.
 DF8697
 DF8697.Photographs are available for this station.
 DF8697
 DF8697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8697
 DF8697.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8697
 DF8697.The ellipsoidal height was determined by GPS observations
 DF8697.and is referenced to NAD 83.
 DF8697
 DF8697. The following values were computed from the NAD 83(2007) position.
 DF8697
 DF8697;                    North         East     Units Scale Factor Converg.
 DF8697;SPC MN C     -   221,307.081   885,960.826   MT  0.99993141   +0 48 14.7
 DF8697;SPC MN C     -   726,071.65  2,906,689.81   sFT  0.99993141   +0 48 14.7
 DF8697;UTM  15      - 5,103,611.537   489,294.821   MT  0.99960141   -0 05 59.1
 DF8697
 DF8697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8697!SPC MN C     -   0.99995045  x   0.99993141  =   0.99988187
 DF8697!UTM  15      -   0.99995045  x   0.99960141  =   0.99955188
 DF8697
 DF8697                          SUPERSEDED SURVEY CONTROL
 DF8697
 DF8697  NAD 83(1996)-  46 05 09.58254(N)    093 08 18.47980(W) AD(       ) 1
 DF8697  ELLIP H (10/22/03)  316.110  (m)                       GP(       ) 3 2
 DF8697
 DF8697.Superseded values are not recommended for survey control.
 DF8697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8697.See file dsdata.txt to determine how the superseded data were derived.
 DF8697
 DF8697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8929403611(NAD 83)
 DF8697
 DF8697_MARKER: DD = SURVEY DISK
 DF8697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8697_STAMPING: 36
 DF8697_MARK LOGO: MN-065
 DF8697_PROJECTION: FLUSH
 DF8697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8697+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8697
 DF8697  HISTORY     - Date     Condition        Report By
 DF8697  HISTORY     - 2001     MONUMENTED       MN-065
 DF8697
 DF8697                          STATION DESCRIPTION
 DF8697
 DF8697'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8697'3.5 MI (5.6 KM) NW OF KROSCHEL, 1 MI (1.6 KM) NORTH ON CO RD 20 FROM
 DF8697'JCT OF CO RD 5, THEN 3.10 MI (4.99 KM) WEST ON CO RD 84, 25 FT (7.6 M)
 DF8697'SOUTH OF CO RD 84 (340TH AVE) , 134 FT (40.8 M) WEST OF P-POLE, 2 FT
 DF8697'(0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1258 ***********************************************************************
 PP1258  DESIGNATION -  36 1
 PP1258  PID         -  PP1258
 PP1258  STATE/COUNTY-  MN/HENNEPIN
 PP1258  COUNTRY     -  US
 PP1258  USGS QUAD   -  ST PAUL SW (1993)
 PP1258
 PP1258                         *CURRENT SURVEY CONTROL
 PP1258  ______________________________________________________________________
 PP1258* NAD 83(1986) POSITION- 44 51 08.     (N) 093 14 48.     (W)   SCALED    
 PP1258* NAVD 88 ORTHO HEIGHT -   247.954  (meters)     813.50  (feet) ADJUSTED  
 PP1258  ______________________________________________________________________
 PP1258  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 PP1258  DYNAMIC HEIGHT  -        247.946 (meters)      813.47  (feet) COMP
 PP1258  MODELED GRAVITY -    980,577.8   (mgal)                       NAVD 88
 PP1258
 PP1258  VERT ORDER      -  SECOND    CLASS 0
 PP1258
 PP1258.The horizontal coordinates were scaled from a topographic map and have
 PP1258.an estimated accuracy of +/- 6 seconds.
 PP1258.
 PP1258.The orthometric height was determined by differential leveling and
 PP1258.adjusted in June 1991.
 PP1258
 PP1258.The dynamic height is computed by dividing the NAVD 88
 PP1258.geopotential number by the normal gravity value computed on the
 PP1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1258.degrees latitude (g = 980.6199 gals.).
 PP1258
 PP1258.The modeled gravity was interpolated from observed gravity values.
 PP1258
 PP1258;                    North         East    Units  Estimated Accuracy
 PP1258;SPC MN S     -   306,080.      859,550.      MT  (+/- 180 meters Scaled)
 PP1258
 PP1258                          SUPERSEDED SURVEY CONTROL
 PP1258
 PP1258  NGVD 29 (??/??/92)  247.901  (m)          813.32   (f) ADJ UNCH    2 0
 PP1258
 PP1258.Superseded values are not recommended for survey control.
 PP1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1258.See file dsdata.txt to determine how the superseded data were derived.
 PP1258
 PP1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK805665(NAD 83)
 PP1258
 PP1258_MARKER: X = CHISELED CROSS
 PP1258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1258_SP_SET: FIRE HYDRANT
 PP1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1258
 PP1258  HISTORY     - Date     Condition        Report By
 PP1258  HISTORY     - UNK      MONUMENTED       MNDT
 PP1258  HISTORY     - 1971     GOOD             MNDT
 PP1258
 PP1258                          STATION DESCRIPTION
 PP1258
 PP1258'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1258'IN BLOOMINGTON.
 PP1258'MARK IS LOCATED 0.7 MILES SOUTH ALONG T.H. 36 (CEDAR AVENUE) FROM THE
 PP1258'JUNCTION OF FAI 494 AND T.H. 36 IN BLOOMINGTON, 375 FEET SOUTH (2ND
 PP1258'FIRE HYDRANT SOUTH) OF 83RD STREET EAST, 113 FEET EAST OF T.H. 36
 PP1258'(CEDAR AVENUE) CENTERLINE, 40 FT.  EAST OF THE EAST FRONTAGE ROAD
 PP1258'CENTERLINE, ON THE NORTHEAST BOLT OF THE TOP RING ON A FIRE HYDRANT.
 PP1258'SW1/4 SECTION 1, T 27N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1705 ***********************************************************************
 QP1705  DESIGNATION -  36 1 120
 QP1705  PID         -  QP1705
 QP1705  STATE/COUNTY-  MN/KANDIYOHI
 QP1705  COUNTRY     -  US
 QP1705  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1705
 QP1705                         *CURRENT SURVEY CONTROL
 QP1705  ______________________________________________________________________
 QP1705* NAD 83(1986) POSITION- 45 09 39.8    (N) 095 01 17.4    (W)   HD_HELD2  
 QP1705* NAVD 88 ORTHO HEIGHT -   354.705  (meters)    1163.73  (feet) ADJUSTED  
 QP1705  ______________________________________________________________________
 QP1705  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1705  DYNAMIC HEIGHT  -        354.679 (meters)     1163.64  (feet) COMP
 QP1705  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 QP1705
 QP1705  VERT ORDER      -  SECOND    CLASS II
 QP1705
 QP1705.The horizontal coordinates were established by autonomous hand held GPS
 QP1705.observations and have an estimated accuracy of +/- 10 meters.
 QP1705.
 QP1705.The orthometric height was determined by differential leveling and
 QP1705.adjusted in June 1991.
 QP1705
 QP1705.Photographs are available for this station.
 QP1705
 QP1705.The dynamic height is computed by dividing the NAVD 88
 QP1705.geopotential number by the normal gravity value computed on the
 QP1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1705.degrees latitude (g = 980.6199 gals.).
 QP1705
 QP1705.The modeled gravity was interpolated from observed gravity values.
 QP1705
 QP1705;                    North         East    Units  Estimated Accuracy
 QP1705;SPC MN S     -   340,627.      719,687.      MT  (+/- 10 meters HH2 GPS)
 QP1705
 QP1705                          SUPERSEDED SURVEY CONTROL
 QP1705
 QP1705.No superseded survey control is available for this station.
 QP1705
 QP1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4112102829(NAD 83)
 QP1705
 QP1705_MARKER: DB = BENCH MARK DISK
 QP1705_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1705_SP_SET: CONCRETE POST
 QP1705_STAMPING: 36-1-120 1981
 QP1705_MARK LOGO: MNDT  
 QP1705_PROJECTION: FLUSH
 QP1705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1705+STABILITY: SURFACE MOTION
 QP1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1705+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 QP1705
 QP1705  HISTORY     - Date     Condition        Report By
 QP1705  HISTORY     - 1981     MONUMENTED       MNDT
 QP1705  HISTORY     - 20080930 GOOD             MNDT
 QP1705
 QP1705                          STATION DESCRIPTION
 QP1705
 QP1705'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1705'IN WILLMAR.
 QP1705'THE MARK IS LOCATED 3.4 MILES NORTH ALONG TRUNK HIGHWAY 71 FROM ITS
 QP1705'JUNCTION WITH TRUNK HIGHWAY 12 IN WILLMAR, THENCE 0.25 MILE WEST
 QP1705'ALONG THE WESTERLY EXTENSION OF COUNTY ROAD 90 AND IS IN THE SW 1/4
 QP1705'OF SECTION 36, T120N, R35W.  THE MARK IS 57 FEET SOUTHWEST OF THE
 QP1705'CENTER OF A TOWNSHIP ROAD AT A CURVE, 43 FEET NORTH-NORTHWEST OF THE
 QP1705'WEST STEEL GATE POST AT ENTRANCE TO STATE PROPERTY, 26 FEET WEST OF
 QP1705'THE CENTER OF A FIELD ROAD TO THE SOUTH, 7.1 FEET SOUTH OF BURIED
 QP1705'CABLE TELEPHONE PEDESTAL NUMBER 1289 AND 0.6 FOOT EAST OF A STEEL
 QP1705'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1705'STAMPED---36-1-120 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 QP1705'POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 QP1705
 QP1705                          STATION RECOVERY (2008)
 QP1705
 QP1705'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1254 ***********************************************************************
 PP1254  DESIGNATION -  36 2
 PP1254  PID         -  PP1254
 PP1254  STATE/COUNTY-  MN/DAKOTA
 PP1254  COUNTRY     -  US
 PP1254  USGS QUAD   -  ST PAUL SW (1993)
 PP1254
 PP1254                         *CURRENT SURVEY CONTROL
 PP1254  ______________________________________________________________________
 PP1254* NAD 83(1986) POSITION- 44 49 40.     (N) 093 14 01.     (W)   SCALED    
 PP1254* NAVD 88 ORTHO HEIGHT -   216.222  (meters)     709.39  (feet) ADJUSTED  
 PP1254  ______________________________________________________________________
 PP1254  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PP1254  DYNAMIC HEIGHT  -        216.214 (meters)      709.36  (feet) COMP
 PP1254  MODELED GRAVITY -    980,574.7   (mgal)                       NAVD 88
 PP1254
 PP1254  VERT ORDER      -  SECOND    CLASS 0
 PP1254
 PP1254.The horizontal coordinates were scaled from a topographic map and have
 PP1254.an estimated accuracy of +/- 6 seconds.
 PP1254.
 PP1254.The orthometric height was determined by differential leveling and
 PP1254.adjusted in June 1991.
 PP1254
 PP1254.The dynamic height is computed by dividing the NAVD 88
 PP1254.geopotential number by the normal gravity value computed on the
 PP1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1254.degrees latitude (g = 980.6199 gals.).
 PP1254
 PP1254.The modeled gravity was interpolated from observed gravity values.
 PP1254
 PP1254;                    North         East    Units  Estimated Accuracy
 PP1254;SPC MN S     -   303,370.      860,600.      MT  (+/- 180 meters Scaled)
 PP1254
 PP1254                          SUPERSEDED SURVEY CONTROL
 PP1254
 PP1254  NGVD 29 (??/??/92)  216.168  (m)          709.21   (f) ADJ UNCH    2 0
 PP1254
 PP1254.Superseded values are not recommended for survey control.
 PP1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1254.See file dsdata.txt to determine how the superseded data were derived.
 PP1254
 PP1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK815638(NAD 83)
 PP1254
 PP1254_MARKER: Q = CHISELED SQUARE
 PP1254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1254_SP_SET: BASE
 PP1254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1254
 PP1254  HISTORY     - Date     Condition        Report By
 PP1254  HISTORY     - UNK      MONUMENTED       MNDT
 PP1254  HISTORY     - 1971     GOOD             MNDT
 PP1254
 PP1254                          STATION DESCRIPTION
 PP1254
 PP1254'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1254'IN BLOOMINGTON.
 PP1254'MARK IS LOCATED 2.9 MILES SOUTH ALONG T.H. 36 (CEDAR AVENUE) FROM THE
 PP1254'JUNCTION OF T.H. 36 AND FAI 494 IN BLOOMINGTON, ABOUT 250 FEET NORTH
 PP1254'OF THE NORTH END OF BRIDGE NO. 5521, T.H. 36 (CEDAR AVENUE) OVER THE
 PP1254'MINNESOTA RIVER, 30 FEET WEST OF AND ABOUT LEVEL WITH T.H. 36
 PP1254'CENTERLINE, ON THE SOUTH SIDE OF THE CONCRETE BASE OF A HIGHWAY
 PP1254'BARRICADE (LIFE ARM).  NOTE-- BRIDGE NO. 5521 IS A PIVOT BRIDGE FOR
 PP1254'BARGE TRAFFIC.  NE1/4 SECTION 13, T 27N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1252 ***********************************************************************
 PP1252  DESIGNATION -  36 3
 PP1252  PID         -  PP1252
 PP1252  STATE/COUNTY-  MN/DAKOTA
 PP1252  COUNTRY     -  US
 PP1252  USGS QUAD   -  ST PAUL SW (1993)
 PP1252
 PP1252                         *CURRENT SURVEY CONTROL
 PP1252  ______________________________________________________________________
 PP1252* NAD 83(1986) POSITION- 44 49 34.     (N) 093 13 50.     (W)   SCALED    
 PP1252* NAVD 88 ORTHO HEIGHT -   216.182  (meters)     709.26  (feet) ADJUSTED  
 PP1252  ______________________________________________________________________
 PP1252  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PP1252  DYNAMIC HEIGHT  -        216.174 (meters)      709.23  (feet) COMP
 PP1252  MODELED GRAVITY -    980,574.1   (mgal)                       NAVD 88
 PP1252
 PP1252  VERT ORDER      -  SECOND    CLASS 0
 PP1252
 PP1252.The horizontal coordinates were scaled from a topographic map and have
 PP1252.an estimated accuracy of +/- 6 seconds.
 PP1252.
 PP1252.The orthometric height was determined by differential leveling and
 PP1252.adjusted in June 1991.
 PP1252
 PP1252.The dynamic height is computed by dividing the NAVD 88
 PP1252.geopotential number by the normal gravity value computed on the
 PP1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1252.degrees latitude (g = 980.6199 gals.).
 PP1252
 PP1252.The modeled gravity was interpolated from observed gravity values.
 PP1252
 PP1252;                    North         East    Units  Estimated Accuracy
 PP1252;SPC MN S     -   303,190.      860,850.      MT  (+/- 180 meters Scaled)
 PP1252
 PP1252                          SUPERSEDED SURVEY CONTROL
 PP1252
 PP1252  NGVD 29 (??/??/92)  216.128  (m)          709.08   (f) ADJ UNCH    2 0
 PP1252
 PP1252.Superseded values are not recommended for survey control.
 PP1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1252.See file dsdata.txt to determine how the superseded data were derived.
 PP1252
 PP1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK817636(NAD 83)
 PP1252
 PP1252_MARKER: Q = CHISELED SQUARE
 PP1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP1252_SP_SET: BASE
 PP1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1252
 PP1252  HISTORY     - Date     Condition        Report By
 PP1252  HISTORY     - UNK      MONUMENTED       MNDT
 PP1252  HISTORY     - 1971     GOOD             MNDT
 PP1252
 PP1252                          STATION DESCRIPTION
 PP1252
 PP1252'DESCRIBED BY MN DEPT OF TRANSP 1971
 PP1252'IN BURNSVILLE.
 PP1252'MARK IS LOCATED 1.1 MILES NORTH ALONG T.H. 36 FROM THE JUNCTION OF
 PP1252'T.H. 13 AND T.H. 36 IN EGAN TOWNSHIP, AT THE CROSSING OF THE MINNESOTA
 PP1252'RIVER IN BURNSVILLE 200 FEET SOUTH OF THE SOUTH END OF BRIDGE NO.
 PP1252'5521, T.H. 36 (CEDAR AVENUE) OVER THE MINNESOTA RIVER, 30 FEET EAST OF
 PP1252'AND ABOUT LEVEL WITH T.H. 36 CENTERLINE, ON THE EAST SIDE OF THE
 PP1252'CONCRETE BASE OF HIGHWAY BARRICADE (LIFE ARM).  SE1/4 SECTION 13, T
 PP1252'27N, R 24W.  NOTE-- BRIDGE NO. 5521 IS A PIVOT BRIDGE FOR BARGE
 PP1252'TRAFFIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1704 ***********************************************************************
 QP1704  DESIGNATION -  36 4 120
 QP1704  PID         -  QP1704
 QP1704  STATE/COUNTY-  MN/KANDIYOHI
 QP1704  COUNTRY     -  US
 QP1704  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1704
 QP1704                         *CURRENT SURVEY CONTROL
 QP1704  ______________________________________________________________________
 QP1704* NAD 83(1986) POSITION- 45 09 39.9    (N) 095 00 42.2    (W)   HD_HELD2  
 QP1704* NAVD 88 ORTHO HEIGHT -   355.163  (meters)    1165.23  (feet) ADJUSTED  
 QP1704  ______________________________________________________________________
 QP1704  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 QP1704  DYNAMIC HEIGHT  -        355.136 (meters)     1165.14  (feet) COMP
 QP1704  MODELED GRAVITY -    980,530.1   (mgal)                       NAVD 88
 QP1704
 QP1704  VERT ORDER      -  SECOND    CLASS I
 QP1704
 QP1704.The horizontal coordinates were established by autonomous hand held GPS
 QP1704.observations and have an estimated accuracy of +/- 10 meters.
 QP1704.
 QP1704.The orthometric height was determined by differential leveling and
 QP1704.adjusted in April 2009.
 QP1704
 QP1704.No vertical observational check was made to the station.
 QP1704
 QP1704.Photographs are available for this station.
 QP1704
 QP1704.The dynamic height is computed by dividing the NAVD 88
 QP1704.geopotential number by the normal gravity value computed on the
 QP1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1704.degrees latitude (g = 980.6199 gals.).
 QP1704
 QP1704.The modeled gravity was interpolated from observed gravity values.
 QP1704
 QP1704;                    North         East    Units  Estimated Accuracy
 QP1704;SPC MN S     -   340,620.      720,456.      MT  (+/- 10 meters HH2 GPS)
 QP1704
 QP1704                          SUPERSEDED SURVEY CONTROL
 QP1704
 QP1704  NAVD 88 (06/15/91)  355.167  (m)         1165.24   (f) SUPERSEDED  2 2
 QP1704
 QP1704.Superseded values are not recommended for survey control.
 QP1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1704.See file dsdata.txt to determine how the superseded data were derived.
 QP1704
 QP1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4189002813(NAD 83)
 QP1704
 QP1704_MARKER: DB = BENCH MARK DISK
 QP1704_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1704_SP_SET: CONCRETE POST
 QP1704_STAMPING: 36-4-120 1981
 QP1704_MARK LOGO: MNDT  
 QP1704_PROJECTION: RECESSED 8 CENTIMETERS
 QP1704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1704+STABILITY: SURFACE MOTION
 QP1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1704+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2008
 QP1704
 QP1704  HISTORY     - Date     Condition        Report By
 QP1704  HISTORY     - 1981     MONUMENTED       MNDT
 QP1704  HISTORY     - 20011008 GOOD             MNDT
 QP1704  HISTORY     - 20011010 GOOD             MNDT
 QP1704  HISTORY     - 20080930 GOOD             MNDT
 QP1704
 QP1704                          STATION DESCRIPTION
 QP1704
 QP1704'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1704'IN WILLMAR.
 QP1704'THE MARK IS LOCATED 3.4 MILES NORTH ALONG TRUNK HIGHWAY 71 FROM ITS
 QP1704'JUNCTION WITH TRUNK HIGHWAY 12 IN WILLMAR, THENCE 0.2 MILE EAST ALONG
 QP1704'COUNTY ROAD 90 AND IS NEAR THE CENTER OF SECTION 36, T120N, R35W.
 QP1704'THE MARK IS 51 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER OF
 QP1704'COUNTY ROAD 90, 27 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 9
 QP1704'FEET EAST-NORTHEAST OF THE EAST WOOD LEG OF THE WILLMAR WILDLIFE
 QP1704'MANAGEMENT AREA SIGN, 2.3 FEET NORTHEAST OF A STEEL STATE GAME REFUGE
 QP1704'SIGN POST AND 0.7 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1704'STANDARD MNHD BENCH MARK DISK STAMPED---36-4-120 1981---, IS SET IN
 QP1704'THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 3 INCHES BELOW
 QP1704'GROUND LEVEL.
 QP1704
 QP1704                          STATION RECOVERY (2001)
 QP1704
 QP1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DAS)
 QP1704'RECOVERED AS DESCRIBED 0.2 MI (0.3 KM) EAST OF TH 23 MP 126.6.
 QP1704
 QP1704                          STATION RECOVERY (2001)
 QP1704
 QP1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 QP1704'THE MARK IS IN WILLMAR, 3.4 MI (5.5 KM) NORTH ALONG TRUNK HIGHWAY 71
 QP1704'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND TRUNK HIGHWAY 12, AT TRUNK
 QP1704'HIGHWAY 71 MILEPOST 126.6, THENCE 0.2 MI (0.3 KM) EAST ALONG COUNTY
 QP1704'ROAD 90, 51 FT (15.5 M) SOUTH OF COUNTY ROAD 90, 27 FT (8.2 M) WEST OF
 QP1704'A FIELD ENTRANCE, 9 FT (2.7 M) EAST-NORTHEAST OF EAST LEG OF WILDLIFE
 QP1704'SIGN, 2.3 FT (0.7 M) NORTHEAST OF REFUGE SIGN, 0.7 FT (0.2 M) NORTH OF
 QP1704'A WITNESS POST AND FLUSH WITH THE GROUND.
 QP1704
 QP1704                          STATION RECOVERY (2008)
 QP1704
 QP1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 QP1704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1701 ***********************************************************************
 QP1701  DESIGNATION -  36 5 120
 QP1701  PID         -  QP1701
 QP1701  STATE/COUNTY-  MN/KANDIYOHI
 QP1701  COUNTRY     -  US
 QP1701  USGS QUAD   -  SOLOMON LAKE (1994)
 QP1701
 QP1701                         *CURRENT SURVEY CONTROL
 QP1701  ______________________________________________________________________
 QP1701* NAD 83(1986) POSITION- 45 09 38.     (N) 095 00 06.     (W)   SCALED    
 QP1701* NAVD 88 ORTHO HEIGHT -   356.324  (meters)    1169.04  (feet) ADJUSTED  
 QP1701  ______________________________________________________________________
 QP1701  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 QP1701  DYNAMIC HEIGHT  -        356.296 (meters)     1168.95  (feet) COMP
 QP1701  MODELED GRAVITY -    980,529.0   (mgal)                       NAVD 88
 QP1701
 QP1701  VERT ORDER      -  SECOND    CLASS II
 QP1701
 QP1701.The horizontal coordinates were scaled from a topographic map and have
 QP1701.an estimated accuracy of +/- 6 seconds.
 QP1701.
 QP1701.The orthometric height was determined by differential leveling and
 QP1701.adjusted in June 1991.
 QP1701
 QP1701.The dynamic height is computed by dividing the NAVD 88
 QP1701.geopotential number by the normal gravity value computed on the
 QP1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1701.degrees latitude (g = 980.6199 gals.).
 QP1701
 QP1701.The modeled gravity was interpolated from observed gravity values.
 QP1701
 QP1701;                    North         East    Units  Estimated Accuracy
 QP1701;SPC MN S     -   340,550.      721,250.      MT  (+/- 180 meters Scaled)
 QP1701
 QP1701                          SUPERSEDED SURVEY CONTROL
 QP1701
 QP1701.No superseded survey control is available for this station.
 QP1701
 QP1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL426027(NAD 83)
 QP1701
 QP1701_MARKER: DB = BENCH MARK DISK
 QP1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1701_SP_SET: CONCRETE POST
 QP1701_STAMPING: 36-5-120 1981
 QP1701_MARK LOGO: MNDT  
 QP1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1701+STABILITY: SURFACE MOTION
 QP1701
 QP1701  HISTORY     - Date     Condition        Report By
 QP1701  HISTORY     - 1981     MONUMENTED       MNDT
 QP1701
 QP1701                          STATION DESCRIPTION
 QP1701
 QP1701'DESCRIBED BY MN DEPT OF TRANSP 1981
 QP1701'IN WILLMAR.
 QP1701'THE MARK IS LOCATED 2.5 MILES NORTH ALONG COUNTY ROAD 9 FROM ITS
 QP1701'JUNCTION WITH TRUNK HIGHWAY 12 NEAR THE EAST SIDE OF WILLMAR AND IS
 QP1701'NEAR THE EAST 1/4 CORNER OF SECTION 36, T120N, R35W.  THE MARK IS 57
 QP1701'FEET SOUTH OF THE CENTER OF COUNTY ROAD 90, 49.3 FEET WEST OF AND 5
 QP1701'FEET LOWER THAN THE CENTER OF COUNTY ROAD 9, 5.7 FEET SOUTHEAST OF A
 QP1701'POWER POLE ON A NORTH-SOUTH LINE AND 0.6 FOOT EAST-SOUTHEAST OF A
 QP1701'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 QP1701'STAMPED---36-5-120 1981---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 QP1701'POST THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0503 ***********************************************************************
 QO0503  DESIGNATION -  36 CAP
 QO0503  PID         -  QO0503
 QO0503  STATE/COUNTY-  MN/RAMSEY
 QO0503  COUNTRY     -  US
 QO0503  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0503
 QO0503                         *CURRENT SURVEY CONTROL
 QO0503  ______________________________________________________________________
 QO0503* NAD 83(1986) POSITION- 45 05 07.     (N) 093 00 26.     (W)   SCALED    
 QO0503* NAVD 88 ORTHO HEIGHT -   286.21   (+/-2cm)     939.0   (feet) VERTCON   
 QO0503  ______________________________________________________________________
 QO0503  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0503  VERT ORDER      -  ? (See Below)
 QO0503
 QO0503.The horizontal coordinates were scaled from a topographic map and have
 QO0503.an estimated accuracy of +/- 6 seconds.
 QO0503.
 QO0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0503
 QO0503.The vertical order pertains to the NGVD 29 superseded value.
 QO0503
 QO0503;                    North         East    Units  Estimated Accuracy
 QO0503;SPC MN S     -   332,180.      878,160.      MT  (+/- 180 meters Scaled)
 QO0503
 QO0503                          SUPERSEDED SURVEY CONTROL
 QO0503
 QO0503  NGVD 29 (??/??/92)  286.158  (m)          938.84   (f) ADJ UNCH       
 QO0503
 QO0503.Superseded values are not recommended for survey control.
 QO0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0503.See file dsdata.txt to determine how the superseded data were derived.
 QO0503
 QO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK994924(NAD 83)
 QO0503
 QO0503_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0503_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0503_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0503
 QO0503  HISTORY     - Date     Condition        Report By
 QO0503  HISTORY     - UNK      MONUMENTED       MRC
 QO0503  HISTORY     - 1891     GOOD             DOD
 QO0503  HISTORY     - 1954     MARK NOT FOUND   USGS
 QO0503
 QO0503                          STATION DESCRIPTION
 QO0503
 QO0503'DESCRIBED BY US DEPARTMENT OF DEFENSE 1891
 QO0503'IN WHITE BEAR LAKE.
 QO0503'AT WHITE BEAR LAKE, RAMSEY COUNTY, JUST EAST OF THE PARK EAST OF THE
 QO0503'NORTHERN PACIFIC RAILWAY STATION, IN LOT 12, BLOCK 53, 61 FEET SOUTH
 QO0503'OF THE SOUTH CURB OF FOURTH STREET, 46 FEET EAST OF THE EAST CURB OF
 QO0503'RAILROAD AVENUE, AND 2 FEET NORTH OF THE NORTH WALL OF THE FIRST STATE
 QO0503'BANK BUILDING.  A 4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 QO0503'COMMISSION STANDARD CAP AND PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 QO0503
 QO0503                          STATION RECOVERY (1954)
 QO0503
 QO0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QO0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1933 ***********************************************************************
 DL1933  DESIGNATION -  36 DLS RESET
 DL1933  PID         -  DL1933
 DL1933  STATE/COUNTY-  MN/KOOCHICHING
 DL1933  COUNTRY     -  US
 DL1933  USGS QUAD   -  WILDWOOD NE (1971)
 DL1933
 DL1933                         *CURRENT SURVEY CONTROL
 DL1933  ______________________________________________________________________
 DL1933* NAD 83(1986) POSITION- 47 52 33.     (N) 093 49 53.     (W)   SCALED    
 DL1933* NAVD 88 ORTHO HEIGHT -   403.555  (meters)    1324.00  (feet) ADJUSTED  
 DL1933  ______________________________________________________________________
 DL1933  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DL1933  DYNAMIC HEIGHT  -        403.621 (meters)     1324.21  (feet) COMP
 DL1933  MODELED GRAVITY -    980,762.9   (mgal)                       NAVD 88
 DL1933
 DL1933  VERT ORDER      -  SECOND    CLASS I
 DL1933
 DL1933.The horizontal coordinates were scaled from a topographic map and have
 DL1933.an estimated accuracy of +/- 6 seconds.
 DL1933.
 DL1933.The orthometric height was determined by differential leveling and
 DL1933.adjusted in May 2009.
 DL1933
 DL1933.The dynamic height is computed by dividing the NAVD 88
 DL1933.geopotential number by the normal gravity value computed on the
 DL1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1933.degrees latitude (g = 980.6199 gals.).
 DL1933
 DL1933.The modeled gravity was interpolated from observed gravity values.
 DL1933
 DL1933;                    North         East    Units  Estimated Accuracy
 DL1933;SPC MN N     -   253,220.      745,300.      MT  (+/- 180 meters Scaled)
 DL1933
 DL1933                          SUPERSEDED SURVEY CONTROL
 DL1933
 DL1933.No superseded survey control is available for this station.
 DL1933
 DL1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP378028(NAD 83)
 DL1933
 DL1933_MARKER: DV = VERTICAL CONTROL DISK
 DL1933_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL1933+WITH SETTING: INFORMATION.
 DL1933_STAMPING: 36 DLS RESET 1991
 DL1933_MARK LOGO: MNDT  
 DL1933_PROJECTION: RECESSED 10 CENTIMETERS
 DL1933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1933+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 DL1933
 DL1933  HISTORY     - Date     Condition        Report By
 DL1933  HISTORY     - 1991     MONUMENTED       MNDT
 DL1933  HISTORY     - 20030915 GOOD             MNDT
 DL1933
 DL1933                          STATION DESCRIPTION
 DL1933
 DL1933'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DL1933'THE STATION IS LOCATED ABOUT 20.2 MI (32.5 KM) EAST OF NORTHOME, 9.1
 DL1933'MI (14.6 KM) WEST-NORTHWEST OF EFFIE, 8.5 MI (13.7 KM) EAST-NORTHEAST
 DL1933'OF POMROY, 6.4 MI (10.3 KM) EAST OF WILDWOOD AT TRUNK HIGHWAY 1 MILE
 DL1933'POINT 175.55, 2.6 MI (4.2 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 1
 DL1933'AND TRUNK HIGHWAY 6, 67.8 FT (20.7 M) NORTH OF TRUNK HIGHWAY 1, 18.3
 DL1933'FT (5.6 M) EAST OF A FIELD ENTRANCE, 1.1 FT (0.3 M) SOUTH OF A WITNESS
 DL1933'POST.  ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0644 ***********************************************************************
 QP0644  DESIGNATION -  36 DRL
 QP0644  PID         -  QP0644
 QP0644  STATE/COUNTY-  MN/DOUGLAS
 QP0644  COUNTRY     -  US
 QP0644  USGS QUAD   -  OSAKIS (1977)
 QP0644
 QP0644                         *CURRENT SURVEY CONTROL
 QP0644  ______________________________________________________________________
 QP0644* NAD 83(1986) POSITION- 45 50 17.2    (N) 095 14 35.6    (W)   HD_HELD2  
 QP0644* NAVD 88 ORTHO HEIGHT -   415.384  (meters)    1362.81  (feet) ADJUSTED  
 QP0644  ______________________________________________________________________
 QP0644  GEOID HEIGHT    -        -26.15  (meters)                     GEOID09
 QP0644  DYNAMIC HEIGHT  -        415.379 (meters)     1362.79  (feet) COMP
 QP0644  MODELED GRAVITY -    980,590.8   (mgal)                       NAVD 88
 QP0644
 QP0644  VERT ORDER      -  SECOND    CLASS 0
 QP0644
 QP0644.The horizontal coordinates were established by autonomous hand held GPS
 QP0644.observations and have an estimated accuracy of +/- 10 meters.
 QP0644.
 QP0644.The orthometric height was determined by differential leveling and
 QP0644.adjusted in June 1991.
 QP0644
 QP0644.Photographs are available for this station.
 QP0644
 QP0644.The dynamic height is computed by dividing the NAVD 88
 QP0644.geopotential number by the normal gravity value computed on the
 QP0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0644.degrees latitude (g = 980.6199 gals.).
 QP0644
 QP0644.The modeled gravity was interpolated from observed gravity values.
 QP0644
 QP0644;                    North         East    Units  Estimated Accuracy
 QP0644;SPC MN C     -   193,637.      722,843.      MT  (+/- 10 meters HH2 GPS)
 QP0644
 QP0644                          SUPERSEDED SURVEY CONTROL
 QP0644
 QP0644  NGVD 29 (??/??/92)  415.179  (m)         1362.13   (f) ADJ UNCH    2 0
 QP0644
 QP0644.Superseded values are not recommended for survey control.
 QP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0644.See file dsdata.txt to determine how the superseded data were derived.
 QP0644
 QP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2579778507(NAD 83)
 QP0644
 QP0644_MARKER: DD = SURVEY DISK
 QP0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0644_STAMPING: 36 DRL 1965
 QP0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0644+STABILITY: SURFACE MOTION
 QP0644
 QP0644  HISTORY     - Date     Condition        Report By
 QP0644  HISTORY     - 1965     MONUMENTED       USGS
 QP0644  HISTORY     - 1968     GOOD             MNDT
 QP0644
 QP0644                          STATION DESCRIPTION
 QP0644
 QP0644'DESCRIBED BY MN DEPT OF TRANSP 1968
 QP0644'3.5 MI S FROM NELSON.
 QP0644'MARK IS LOCATED NEAR THE 1/4 CORNER OF SECTIONS 5 AND 6 ABOUT 3.5
 QP0644'MILES SOUTH OF NELSON.  MARK IS A STANDARD UNITED STATES GEODETIC
 QP0644'SURVEY DISK STAMPED 36 DRL 1965 SET IN A CONCRETE MONUMENT.  MARK IS
 QP0644'ABOUT 2300 FEET NORTH OF FAI 94, 36 FEET EAST OF COUNTY ROAD 31
 QP0644'NORTH-SOUTH CENTERLINE, 124 FEET SOUTH OF COUNTY ROAD 31 EAST-WEST
 QP0644'CENTERLINE, 3 FEET EAST OF A R/W FENCE AND STEEL WITNESS POST AND
 QP0644'PROJECTS ABOUT 4 INCHES ABOVE GROUND.  SECTION 5 AND 6, T 127N, R 36W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6948 ***********************************************************************
 DF6948  DESIGNATION -  36 DWB
 DF6948  PID         -  DF6948
 DF6948  STATE/COUNTY-  MN/JACKSON
 DF6948  COUNTRY     -  US
 DF6948  USGS QUAD   -  JACKSON (1970)
 DF6948
 DF6948                         *CURRENT SURVEY CONTROL
 DF6948  ______________________________________________________________________
 DF6948* NAD 83(2007) POSITION- 43 34 37.33034(N) 094 59 39.32901(W)   ADJUSTED  
 DF6948* NAD 83(2007) ELLIP HT-   404.012 (meters)        (02/10/07)   ADJUSTED
 DF6948* NAD 83(2007) EPOCH   -  2002.00
 DF6948* NAVD 88 ORTHO HEIGHT -   431.7    (meters)    1416.    (feet) GPS OBS   
 DF6948  ______________________________________________________________________
 DF6948  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6948  GEOID HEIGHT    -        -27.68  (meters)                     GEOID99
 DF6948  GEOID HEIGHT    -        -27.73  (meters)                     GEOID09
 DF6948  NAD 83(2007) X  -   -402,919.922 (meters)                     COMP
 DF6948  NAD 83(2007) Y  - -4,610,717.603 (meters)                     COMP
 DF6948  NAD 83(2007) Z  -  4,374,444.758 (meters)                     COMP
 DF6948  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC09
 DF6948
 DF6948  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6948  Type                                         Horiz  Ellip  Dist(km)
 DF6948  -------------------------------------------------------------------
 DF6948  NETWORK                                       0.61   0.78
 DF6948  -------------------------------------------------------------------
 DF6948  MEDIAN LOCAL ACCURACY AND DIST (015 points)   0.76   0.96     15.30
 DF6948  -------------------------------------------------------------------
 DF6948  NOTE: Click here for information on individual local accuracy
 DF6948  values and other accuracy information.
 DF6948
 DF6948
 DF6948.The horizontal coordinates were established by GPS observations
 DF6948.and adjusted by the National Geodetic Survey in February 2007.
 DF6948
 DF6948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6948.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6948
 DF6948.The horizontal coordinates are valid at the epoch date displayed above
 DF6948.which is a decimal equivalence of Year/Month/Day.
 DF6948
 DF6948.The orthometric height was determined by GPS observations and a
 DF6948.high-resolution geoid model.
 DF6948
 DF6948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6948
 DF6948.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6948
 DF6948.The ellipsoidal height was determined by GPS observations
 DF6948.and is referenced to NAD 83.
 DF6948
 DF6948. The following values were computed from the NAD 83(2007) position.
 DF6948
 DF6948;                    North         East     Units Scale Factor Converg.
 DF6948;SPC MN S     -   164,605.697   719,687.899   MT  1.00005108   -0 41 48.9
 DF6948;SPC MN S     -   540,043.86  2,361,176.05   sFT  1.00005108   -0 41 48.9
 DF6948;UTM  15      - 4,826,829.024   338,979.008   MT  0.99991893   -1 22 30.0
 DF6948
 DF6948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6948!SPC MN S     -   0.99993665  x   1.00005108  =   0.99998773
 DF6948!UTM  15      -   0.99993665  x   0.99991893  =   0.99985558
 DF6948
 DF6948                          SUPERSEDED SURVEY CONTROL
 DF6948
 DF6948  NAD 83(1996)-  43 34 37.32968(N)    094 59 39.32844(W) AD(       ) 1
 DF6948  ELLIP H (08/07/03)  404.062  (m)                       GP(       ) 3 1
 DF6948
 DF6948.Superseded values are not recommended for survey control.
 DF6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6948.See file dsdata.txt to determine how the superseded data were derived.
 DF6948
 DF6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3897926829(NAD 83)
 DF6948
 DF6948_MARKER: DB = BENCH MARK DISK
 DF6948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6948_STAMPING: 36 DWB 1967
 DF6948_MARK LOGO: DI    
 DF6948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6948+STABILITY: SURFACE MOTION
 DF6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6948+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF6948
 DF6948  HISTORY     - Date     Condition        Report By
 DF6948  HISTORY     - 1967     MONUMENTED       DI
 DF6948  HISTORY     - 2002     GOOD             MNDT
 DF6948
 DF6948                          STATION DESCRIPTION
 DF6948
 DF6948'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6948'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS DESCRIBED AS FOLLOWS.
 DF6948'2.25 MI SOUTH OF JACKSON, 58 FT ESAT OF TH 71, 0.25 MI NORTH OF THE
 DF6948'JUNCTION OF TH 71 AND COUNTY ROAD 6, NEAR TH 71 MILEPOINT 5.25, 148 FT
 DF6948'NORTH OF AN UNUSED SIGN BASE, 110 FT WNW OF THE NW COR OF A HOUSE, 43
 DF6948'FT NORTH OF POWER POLE, 108 FT SOUTH OF R/W 310 SIGN, 2 FT NORTH AND 2
 DF6948'FT WEST OF COR FENCE POST, 1.0 FT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4768 ***********************************************************************
 DF4768  DESIGNATION -  36 GJS
 DF4768  PID         -  DF4768
 DF4768  STATE/COUNTY-  MN/DODGE
 DF4768  COUNTRY     -  US
 DF4768  USGS QUAD   -  BYRON (1982)
 DF4768
 DF4768                         *CURRENT SURVEY CONTROL
 DF4768  ______________________________________________________________________
 DF4768* NAD 83(2007) POSITION- 44 06 57.35466(N) 092 41 54.73922(W)   ADJUSTED  
 DF4768* NAD 83(2007) ELLIP HT-   340.013 (meters)        (02/10/07)   ADJUSTED
 DF4768* NAD 83(2007) EPOCH   -  2002.00
 DF4768* NAVD 88 ORTHO HEIGHT -   369.9    (meters)    1214.    (feet) GPS OBS   
 DF4768  ______________________________________________________________________
 DF4768  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4768  GEOID HEIGHT    -        -29.80  (meters)                     GEOID99
 DF4768  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 DF4768  NAD 83(2007) X  -   -215,949.260 (meters)                     COMP
 DF4768  NAD 83(2007) Y  - -4,581,676.426 (meters)                     COMP
 DF4768  NAD 83(2007) Z  -  4,417,585.473 (meters)                     COMP
 DF4768  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC09
 DF4768
 DF4768  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4768  Type                                         Horiz  Ellip  Dist(km)
 DF4768  -------------------------------------------------------------------
 DF4768  NETWORK                                       0.82   0.73
 DF4768  -------------------------------------------------------------------
 DF4768  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.89   0.78      9.65
 DF4768  -------------------------------------------------------------------
 DF4768  NOTE: Click here for information on individual local accuracy
 DF4768  values and other accuracy information.
 DF4768
 DF4768
 DF4768.The horizontal coordinates were established by GPS observations
 DF4768.and adjusted by the National Geodetic Survey in February 2007.
 DF4768
 DF4768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4768.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4768
 DF4768.The horizontal coordinates are valid at the epoch date displayed above
 DF4768.which is a decimal equivalence of Year/Month/Day.
 DF4768
 DF4768.The orthometric height was determined by GPS observations and a
 DF4768.high-resolution geoid model.
 DF4768
 DF4768.Photographs are available for this station.
 DF4768
 DF4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4768
 DF4768.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4768
 DF4768.The ellipsoidal height was determined by GPS observations
 DF4768.and is referenced to NAD 83.
 DF4768
 DF4768. The following values were computed from the NAD 83(2007) position.
 DF4768
 DF4768;                    North         East     Units Scale Factor Converg.
 DF4768;SPC MN S     -   224,822.282   904,171.609   MT  0.99994455   +0 54 44.0
 DF4768;SPC MN S     -   737,604.44  2,966,436.35   sFT  0.99994455   +0 54 44.0
 DF4768;UTM  15      - 4,884,793.442   524,122.286   MT  0.99960716   +0 12 35.5
 DF4768
 DF4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4768!SPC MN S     -   0.99994669  x   0.99994455  =   0.99989124
 DF4768!UTM  15      -   0.99994669  x   0.99960716  =   0.99955387
 DF4768
 DF4768                          SUPERSEDED SURVEY CONTROL
 DF4768
 DF4768  NAD 83(1996)-  44 06 57.35411(N)    092 41 54.73873(W) AD(       ) 1
 DF4768  ELLIP H (04/02/03)  340.065  (m)                       GP(       ) 3 2
 DF4768
 DF4768.Superseded values are not recommended for survey control.
 DF4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4768.See file dsdata.txt to determine how the superseded data were derived.
 DF4768
 DF4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2412284793(NAD 83)
 DF4768
 DF4768_MARKER: DD = SURVEY DISK
 DF4768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4768_STAMPING: 36 GJS 1964 1215
 DF4768_MARK LOGO: USGS  
 DF4768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4768+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DF4768
 DF4768  HISTORY     - Date     Condition        Report By
 DF4768  HISTORY     - 1964     MONUMENTED       USGS
 DF4768  HISTORY     - 20000401 GOOD             MNDT
 DF4768
 DF4768                          STATION DESCRIPTION
 DF4768
 DF4768'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4768'THE MARK WAS RECOVERED 3.5 MI (5.6 KM) NORTH AND 2.5 MI (4.0 KM) EAST
 DF4768'OF MANTORVILLE, 41 FT (12.5 M) WEST AND 47 FT (14.3 M) NORTH OF
 DF4768'CROSSROADS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6559 ***********************************************************************
 DF6559  DESIGNATION -  36 GJS
 DF6559  PID         -  DF6559
 DF6559  STATE/COUNTY-  MN/NICOLLET
 DF6559  COUNTRY     -  US
 DF6559  USGS QUAD   -  ST GEORGE (1964)
 DF6559
 DF6559                         *CURRENT SURVEY CONTROL
 DF6559  ______________________________________________________________________
 DF6559* NAD 83(2007) POSITION- 44 24 46.78475(N) 094 30 07.67062(W)   ADJUSTED  
 DF6559* NAD 83(2007) ELLIP HT-   280.922 (meters)        (02/10/07)   ADJUSTED
 DF6559* NAD 83(2007) EPOCH   -  2002.00
 DF6559* NAVD 88 ORTHO HEIGHT -   308.9    (meters)    1013.    (feet) GPS OBS   
 DF6559  ______________________________________________________________________
 DF6559  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6559  GEOID HEIGHT    -        -27.90  (meters)                     GEOID99
 DF6559  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 DF6559  NAD 83(2007) X  -   -358,231.403 (meters)                     COMP
 DF6559  NAD 83(2007) Y  - -4,549,598.447 (meters)                     COMP
 DF6559  NAD 83(2007) Z  -  4,441,183.930 (meters)                     COMP
 DF6559  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC09
 DF6559
 DF6559  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6559  Type                                         Horiz  Ellip  Dist(km)
 DF6559  -------------------------------------------------------------------
 DF6559  NETWORK                                       0.73   0.74
 DF6559  -------------------------------------------------------------------
 DF6559  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.83   0.75      5.59
 DF6559  -------------------------------------------------------------------
 DF6559  NOTE: Click here for information on individual local accuracy
 DF6559  values and other accuracy information.
 DF6559
 DF6559
 DF6559.The horizontal coordinates were established by GPS observations
 DF6559.and adjusted by the National Geodetic Survey in February 2007.
 DF6559
 DF6559.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6559.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6559
 DF6559.The horizontal coordinates are valid at the epoch date displayed above
 DF6559.which is a decimal equivalence of Year/Month/Day.
 DF6559
 DF6559.The orthometric height was determined by GPS observations and a
 DF6559.high-resolution geoid model.
 DF6559
 DF6559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6559
 DF6559.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6559
 DF6559.The ellipsoidal height was determined by GPS observations
 DF6559.and is referenced to NAD 83.
 DF6559
 DF6559. The following values were computed from the NAD 83(2007) position.
 DF6559
 DF6559;                    North         East     Units Scale Factor Converg.
 DF6559;SPC MN S     -   257,122.528   760,009.744   MT  0.99992323   -0 21 07.0
 DF6559;SPC MN S     -   843,576.16  2,493,465.30   sFT  0.99992323   -0 21 07.0
 DF6559;UTM  15      - 4,918,842.281   380,406.234   MT  0.99977589   -1 03 04.9
 DF6559
 DF6559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6559!SPC MN S     -   0.99995595  x   0.99992323  =   0.99987919
 DF6559!UTM  15      -   0.99995595  x   0.99977589  =   0.99973185
 DF6559
 DF6559                          SUPERSEDED SURVEY CONTROL
 DF6559
 DF6559  NAD 83(1996)-  44 24 46.78414(N)    094 30 07.66994(W) AD(       ) 1
 DF6559  ELLIP H (07/31/03)  280.957  (m)                       GP(       ) 3 2
 DF6559
 DF6559.Superseded values are not recommended for survey control.
 DF6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6559.See file dsdata.txt to determine how the superseded data were derived.
 DF6559
 DF6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8040618842(NAD 83)
 DF6559
 DF6559_MARKER: DD = SURVEY DISK
 DF6559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6559_STAMPING: 36 GJS 1963 1013
 DF6559_MARK LOGO: USGS  
 DF6559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6559+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6559
 DF6559  HISTORY     - Date     Condition        Report By
 DF6559  HISTORY     - 1963     MONUMENTED       USGS
 DF6559  HISTORY     - 20020711 GOOD             MNDT
 DF6559
 DF6559                          STATION DESCRIPTION
 DF6559
 DF6559'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6559'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.2 MI (3.5 KM)
 DF6559'NE OF ST GEORGE, 1.9 MI (3.1 KM) NORTH ALONG GRAVEL RD FROM JCT OF
 DF6559'GRAVEL RD AND CO RD 5 IN ST GEORGE, 32 FT (9.8 M) EAST OF N-S GRAVEL
 DF6559'RD, 22 FT (6.7 M) SOUTH OF TWP RD 41 EAST, PROJECTS 3 INCHES, AND
 DF6559'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6960 ***********************************************************************
 DH6960  DESIGNATION -  36 HEH RESET
 DH6960  PID         -  DH6960
 DH6960  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DH6960  COUNTRY     -  US
 DH6960  USGS QUAD   -  WILLIAMS (1967)
 DH6960
 DH6960                         *CURRENT SURVEY CONTROL
 DH6960  ______________________________________________________________________
 DH6960* NAD 83(2007) POSITION- 48 48 02.47185(N) 094 57 30.36278(W)   ADJUSTED  
 DH6960* NAD 83(2007) ELLIP HT-   311.247 (meters)        (09/16/11)   ADJUSTED
 DH6960* NAD 83(2007) EPOCH   -  2002.00
 DH6960* NAVD 88 ORTHO HEIGHT -   340.094  (meters)    1115.79  (feet) ADJUSTED  
 DH6960  ______________________________________________________________________
 DH6960  NAD 83(2007) X  -   -363,826.215 (meters)                     COMP
 DH6960  NAD 83(2007) Y  - -4,193,590.140 (meters)                     COMP
 DH6960  NAD 83(2007) Z  -  4,776,222.188 (meters)                     COMP
 DH6960  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC09
 DH6960  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 DH6960  DYNAMIC HEIGHT  -        340.180 (meters)     1116.07  (feet) COMP
 DH6960  MODELED GRAVITY -    980,852.7   (mgal)                       NAVD 88
 DH6960
 DH6960  HORZ ORDER      -  FIRST
 DH6960  VERT ORDER      -  SECOND    CLASS I
 DH6960  ELLP ORDER      -  FIRST     CLASS I
 DH6960
 DH6960.The horizontal coordinates were established by GPS observations
 DH6960.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DH6960
 DH6960.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH6960.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH6960
 DH6960.The horizontal coordinates are valid at the epoch date displayed above
 DH6960.which is a decimal equivalence of Year/Month/Day.
 DH6960
 DH6960.The orthometric height was determined by differential leveling and
 DH6960.adjusted in December 2005.
 DH6960
 DH6960.No vertical observational check was made to the station.
 DH6960
 DH6960.Photographs are available for this station.
 DH6960
 DH6960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6960
 DH6960.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH6960
 DH6960.The ellipsoidal height was determined by GPS observations
 DH6960.and is referenced to NAD 83.
 DH6960
 DH6960.The dynamic height is computed by dividing the NAVD 88
 DH6960.geopotential number by the normal gravity value computed on the
 DH6960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6960.degrees latitude (g = 980.6199 gals.).
 DH6960
 DH6960.The modeled gravity was interpolated from observed gravity values.
 DH6960
 DH6960. The following values were computed from the NAD 83(2007) position.
 DH6960
 DH6960;                    North         East     Units Scale Factor Converg.
 DH6960;SPC MN N     -   357,433.130   663,480.251   MT  1.00004520   -1 22 39.0
 DH6960;SPC MN N     - 1,172,678.53  2,176,768.12   sFT  1.00004520   -1 22 39.0
 DH6960;UTM  15      - 5,407,149.105   356,188.162   MT  0.99985409   -1 28 25.8
 DH6960
 DH6960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6960!SPC MN N     -   0.99995122  x   1.00004520  =   0.99999642
 DH6960!UTM  15      -   0.99995122  x   0.99985409  =   0.99980532
 DH6960
 DH6960                          SUPERSEDED SURVEY CONTROL
 DH6960
 DH6960  NAVD 88 (09/16/11)  340.09   (m)         1115.8    (f) LEVELING    3  
 DH6960
 DH6960.Superseded values are not recommended for survey control.
 DH6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6960.See file dsdata.txt to determine how the superseded data were derived.
 DH6960
 DH6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5618807149(NAD 83)
 DH6960
 DH6960_MARKER: DV = VERTICAL CONTROL DISK
 DH6960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6960_STAMPING: 36 HEH 1966 RESET 1974
 DH6960_MARK LOGO: USGS  
 DH6960_PROJECTION: FLUSH
 DH6960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6960+STABILITY: SURFACE MOTION
 DH6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6960+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 DH6960
 DH6960  HISTORY     - Date     Condition        Report By
 DH6960  HISTORY     - 1974     MONUMENTED       USGS
 DH6960  HISTORY     - 20090603 GOOD             MNDT
 DH6960
 DH6960                          STATION DESCRIPTION
 DH6960
 DH6960'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 DH6960'2.2 MILES NORTH OF WILLIAMS, 33 FEET NORTH AND 80 FEET EAST OF
 DH6960'JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 58, 2.0 FEET WEST-SOUTHWEST
 DH6960'OF FENCE CORNER, 0.7 FEET WEST OF WITNESS POST.
 DH6960
 DH6960                          STATION RECOVERY (2009)
 DH6960
 DH6960'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DH6960'2.2 MILES NORTH OF WILLIAMS, 33 FEET NORTH AND 80 FEET EAST OF
 DH6960'JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 58, 2.0 FEET WEST-SOUTHWEST
 DH6960'OF FENCE CORNER POST, 0.7 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8605 ***********************************************************************
 AJ8605  DESIGNATION -  36 KEE
 AJ8605  PID         -  AJ8605
 AJ8605  STATE/COUNTY-  MN/MARSHALL
 AJ8605  COUNTRY     -  US
 AJ8605  USGS QUAD   -  GRYGLA SW (1973)
 AJ8605
 AJ8605                         *CURRENT SURVEY CONTROL
 AJ8605  ______________________________________________________________________
 AJ8605* NAD 83(2007) POSITION- 48 21 15.03616(N) 095 44 34.53766(W)   ADJUSTED  
 AJ8605* NAD 83(2007) ELLIP HT-   328.863 (meters)        (02/10/07)   ADJUSTED
 AJ8605* NAD 83(2007) EPOCH   -  2002.00
 AJ8605* NAVD 88 ORTHO HEIGHT -   356.097  (meters)    1168.29  (feet) ADJUSTED  
 AJ8605  ______________________________________________________________________
 AJ8605  NAD 83(2007) X  -   -424,935.872 (meters)                     COMP
 AJ8605  NAD 83(2007) Y  - -4,225,274.226 (meters)                     COMP
 AJ8605  NAD 83(2007) Z  -  4,743,383.317 (meters)                     COMP
 AJ8605  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC09
 AJ8605  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AJ8605  DYNAMIC HEIGHT  -        356.180 (meters)     1168.57  (feet) COMP
 AJ8605  MODELED GRAVITY -    980,835.3   (mgal)                       NAVD 88
 AJ8605
 AJ8605  VERT ORDER      -  SECOND    CLASS I
 AJ8605
 AJ8605  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8605  Type                                         Horiz  Ellip  Dist(km)
 AJ8605  -------------------------------------------------------------------
 AJ8605  NETWORK                                       0.76   0.65
 AJ8605  -------------------------------------------------------------------
 AJ8605  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.51      2.73
 AJ8605  -------------------------------------------------------------------
 AJ8605  NOTE: Click here for information on individual local accuracy
 AJ8605  values and other accuracy information.
 AJ8605
 AJ8605
 AJ8605.The horizontal coordinates were established by GPS observations
 AJ8605.and adjusted by the National Geodetic Survey in February 2007.
 AJ8605
 AJ8605.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8605.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8605
 AJ8605.The horizontal coordinates are valid at the epoch date displayed above
 AJ8605.which is a decimal equivalence of Year/Month/Day.
 AJ8605
 AJ8605.The orthometric height was determined by differential leveling and
 AJ8605.adjusted in April 2004.
 AJ8605
 AJ8605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8605
 AJ8605.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8605
 AJ8605.The ellipsoidal height was determined by GPS observations
 AJ8605.and is referenced to NAD 83.
 AJ8605
 AJ8605.The dynamic height is computed by dividing the NAVD 88
 AJ8605.geopotential number by the normal gravity value computed on the
 AJ8605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8605.degrees latitude (g = 980.6199 gals.).
 AJ8605
 AJ8605.The modeled gravity was interpolated from observed gravity values.
 AJ8605
 AJ8605. The following values were computed from the NAD 83(2007) position.
 AJ8605
 AJ8605;                    North         East     Units Scale Factor Converg.
 AJ8605;SPC MN N     -   309,487.938   604,173.549   MT  0.99994382   -1 57 32.4
 AJ8605;SPC MN N     - 1,015,378.34  1,982,192.72   sFT  0.99994382   -1 57 32.4
 AJ8605;UTM  15      - 5,359,302.605   296,803.380   MT  1.00010733   -2 03 01.4
 AJ8605
 AJ8605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8605!SPC MN N     -   0.99994846  x   0.99994382  =   0.99989228
 AJ8605!UTM  15      -   0.99994846  x   1.00010733  =   1.00005579
 AJ8605
 AJ8605                          SUPERSEDED SURVEY CONTROL
 AJ8605
 AJ8605  NAD 83(1996)-  48 21 15.03631(N)    095 44 34.53782(W) AD(       ) 1
 AJ8605  ELLIP H (03/29/02)  328.857  (m)                       GP(       ) 4 1
 AJ8605  NAVD 88 (03/29/02)  356.10   (m)         1168.3    (f) LEVELING    3  
 AJ8605
 AJ8605.Superseded values are not recommended for survey control.
 AJ8605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8605.See file dsdata.txt to determine how the superseded data were derived.
 AJ8605
 AJ8605_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9680359302(NAD 83)
 AJ8605
 AJ8605_MARKER: DB = BENCH MARK DISK
 AJ8605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8605_STAMPING: 36 KEE 1966
 AJ8605_MARK LOGO: USGS  
 AJ8605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8605+STABILITY: SURFACE MOTION
 AJ8605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8605+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AJ8605
 AJ8605  HISTORY     - Date     Condition        Report By
 AJ8605  HISTORY     - 1966     MONUMENTED       USGS
 AJ8605  HISTORY     - 19980401 GOOD             MNDT
 AJ8605
 AJ8605                          STATION DESCRIPTION
 AJ8605
 AJ8605'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8605'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH ON TH 89 FROM JCT TH
 AJ8605'89 AND TH 219, 5.0 MI (8.0 KM) SOUTH AND 2.5 MI (4.0 KM) EAST OF
 AJ8605'GATZKE, 39 FT (11.9 M) NORTH OF RD, 100 FT (30.5 M) EAST OF TH 89, AT
 AJ8605'TH 89 MP 90.4, 6 FT (1.8 M) ESE OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT
 AJ8605'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2934 ***********************************************************************
 DM2934  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2934  DESIGNATION -  36 LMT
 DM2934  PID         -  DM2934
 DM2934  STATE/COUNTY-  MN/LAC QUI PARLE
 DM2934  COUNTRY     -  US
 DM2934  USGS QUAD   -  CLARKFIELD (1965)
 DM2934
 DM2934                         *CURRENT SURVEY CONTROL
 DM2934  ______________________________________________________________________
 DM2934* NAD 83(2007) POSITION- 44 49 09.80123(N) 095 52 08.02842(W)   ADJUSTED  
 DM2934* NAD 83(2007) ELLIP HT-   293.189 (meters)        (08/30/10)   ADJUSTED
 DM2934* NAD 83(2007) EPOCH   -  2002.00
 DM2934* NAVD 88 ORTHO HEIGHT -   319.56   (meters)    1048.4   (feet) GPS OBS   
 DM2934  ______________________________________________________________________
 DM2934  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM2934  GEOID HEIGHT    -        -26.33  (meters)                     GEOID03
 DM2934  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 DM2934  NAD 83(2007) X  -   -463,405.357 (meters)                     COMP
 DM2934  NAD 83(2007) Y  - -4,508,214.548 (meters)                     COMP
 DM2934  NAD 83(2007) Z  -  4,473,340.188 (meters)                     COMP
 DM2934  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC09
 DM2934  HORZ ORDER      -  FIRST
 DM2934  ELLP ORDER      -  THIRD     CLASS I
 DM2934
 DM2934.The horizontal coordinates were established by GPS observations
 DM2934.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2934
 DM2934.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2934.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2934
 DM2934.The horizontal coordinates are valid at the epoch date displayed above
 DM2934.which is a decimal equivalence of Year/Month/Day.
 DM2934
 DM2934.The orthometric height was determined by GPS observations and a
 DM2934.high-resolution geoid model using precise GPS observation and
 DM2934.processing techniques.
 DM2934
 DM2934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2934
 DM2934.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2934
 DM2934.The ellipsoidal height was determined by GPS observations
 DM2934.and is referenced to NAD 83.
 DM2934
 DM2934. The following values were computed from the NAD 83(2007) position.
 DM2934
 DM2934;                    North         East     Units Scale Factor Converg.
 DM2934;SPC MN S     -   303,846.167   652,203.325   MT  0.99993741   -1 18 35.9
 DM2934;SPC MN S     -   996,868.63  2,139,770.41   sFT  0.99993741   -1 18 35.9
 DM2934;UTM  15      - 4,966,891.612   273,177.087   MT  1.00023270   -2 01 23.1
 DM2934
 DM2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2934!SPC MN S     -   0.99995403  x   0.99993741  =   0.99989145
 DM2934!UTM  15      -   0.99995403  x   1.00023270  =   1.00018672
 DM2934
 DM2934                          SUPERSEDED SURVEY CONTROL
 DM2934
 DM2934.No superseded survey control is available for this station.
 DM2934
 DM2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7317766891(NAD 83)
 DM2934
 DM2934_MARKER: DD = SURVEY DISK
 DM2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2934_STAMPING: 1048 36 LMT 1964
 DM2934_MARK LOGO: USGS  
 DM2934_PROJECTION: FLUSH
 DM2934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2934+STABILITY: SURFACE MOTION
 DM2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2934+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2009
 DM2934
 DM2934  HISTORY     - Date     Condition        Report By
 DM2934  HISTORY     - 19640401 MONUMENTED       USGS
 DM2934  HISTORY     - 20090527 GOOD             MNDT
 DM2934
 DM2934                          STATION DESCRIPTION
 DM2934
 DM2934'DESCRIBED BY MN DEPT OF TRANSP 2009 (BJB)
 DM2934'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2934'THE MARK IS 2.6 MILES SOUTHEAST OF BOYD, 2.0 MILES EAST ON COUNTY ROAD
 DM2934'2 (130TH STREET) FROM JUNCTION COUNTY ROAD 2 (130TH STREET) AND COUNTY
 DM2934'ROAD 29 (365TH AVENUE), 2.0 MILES SOUTH ON COUNTY ROAD 77 FROM
 DM2934'JUNCTION OF COUNTY ROAD 77 AND COUNTY ROAD 2, 53.5 FEET WEST OF 385TH
 DM2934'AVENUE (COUNTY ROAD 77), 30 FEET NORTH OF 110TH STREET, 2.5 FEET FROM
 DM2934'POWER POLE WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3990 ***********************************************************************
 DK3990  HT_MOD      -  This is a Height Modernization Survey Station.
 DK3990  DESIGNATION -  36 RB
 DK3990  PID         -  DK3990
 DK3990  STATE/COUNTY-  MN/BIG STONE
 DK3990  COUNTRY     -  US
 DK3990  USGS QUAD   -  ARTICHOKE LAKE NW (1968)
 DK3990
 DK3990                         *CURRENT SURVEY CONTROL
 DK3990  ______________________________________________________________________
 DK3990* NAD 83(2007) POSITION- 45 29 21.11720(N) 096 14 28.31375(W)   ADJUSTED  
 DK3990* NAD 83(2007) ELLIP HT-   332.230 (meters)        (07/09/09)   ADJUSTED
 DK3990* NAD 83(2007) EPOCH   -  2002.00
 DK3990* NAVD 88 ORTHO HEIGHT -   358.43   (meters)    1175.9   (feet) GPS OBS   
 DK3990  ______________________________________________________________________
 DK3990  NAD 83(2007) X  -   -486,954.261 (meters)                     COMP
 DK3990  NAD 83(2007) Y  - -4,452,668.121 (meters)                     COMP
 DK3990  NAD 83(2007) Z  -  4,525,864.663 (meters)                     COMP
 DK3990  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC09
 DK3990  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 DK3990  HORZ ORDER      -  FIRST
 DK3990  ELLP ORDER      -  THIRD     CLASS I
 DK3990
 DK3990.The horizontal coordinates were established by GPS observations
 DK3990.and adjusted by the National Geodetic Survey in July 2009.
 DK3990
 DK3990.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3990.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3990
 DK3990.The horizontal coordinates are valid at the epoch date displayed above
 DK3990.which is a decimal equivalence of Year/Month/Day.
 DK3990
 DK3990.The orthometric height was determined by GPS observations and a
 DK3990.high-resolution geoid model using precise GPS observation and
 DK3990.processing techniques.
 DK3990
 DK3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3990
 DK3990.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3990
 DK3990.The ellipsoidal height was determined by GPS observations
 DK3990.and is referenced to NAD 83.
 DK3990
 DK3990. The following values were computed from the NAD 83(2007) position.
 DK3990
 DK3990;                    North         East     Units Scale Factor Converg.
 DK3990;SPC MN S     -   378,997.024   624,808.310   MT  1.00007099   -1 34 15.3
 DK3990;SPC MN S     - 1,243,426.07  2,049,891.93   sFT  1.00007099   -1 34 15.3
 DK3990;UTM  14      - 5,040,999.093   715,576.242   MT  1.00017141   +1 58 05.2
 DK3990
 DK3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3990!SPC MN S     -   0.99994792  x   1.00007099  =   1.00001890
 DK3990!UTM  14      -   0.99994792  x   1.00017141  =   1.00011932
 DK3990
 DK3990                          SUPERSEDED SURVEY CONTROL
 DK3990
 DK3990  NAD 83(1996)-  45 29 21.11656(N)    096 14 28.31327(W) AD(       ) 1
 DK3990  ELLIP H (03/06/08)  332.267  (m)                       GP(       ) 3 1
 DK3990  NAVD 88 (03/06/08)  358.4    (m)  GEOID03 model used   GPS OBS        
 DK3990
 DK3990.Superseded values are not recommended for survey control.
 DK3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3990.See file dsdata.txt to determine how the superseded data were derived.
 DK3990
 DK3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR1557640999(NAD 83)
 DK3990
 DK3990_MARKER: DB = BENCH MARK DISK
 DK3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3990_STAMPING: 36 RB 1966
 DK3990_MARK LOGO: USGS  
 DK3990_PROJECTION: PROJECTING 3 CENTIMETERS
 DK3990_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3990+STABILITY: SURFACE MOTION
 DK3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3990+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 DK3990
 DK3990  HISTORY     - Date     Condition        Report By
 DK3990  HISTORY     - 19660401 MONUMENTED       USGS
 DK3990  HISTORY     - 20090805 GOOD             MNDT
 DK3990
 DK3990                          STATION DESCRIPTION
 DK3990
 DK3990'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DK3990'3.5 MILES WEST AND 6 MILES SOUTH OF CHOKIO, 0.3 MILE NORTH OF COUNTY
 DK3990'ROAD 62, 40 FEET SOUTH AND 52 FEET WEST OF ROAD AT DRIVE WEST, 6.3
 DK3990'FEET SOUTH AND 1.3 FEET EAST OF FENCE CORNER.
 DK3990
 DK3990                          STATION RECOVERY (2009)
 DK3990
 DK3990'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DK3990'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK3990'THE MARK IS 6.5 MILES SOUTHWEST OF CHOKIO, 2.3 MILES WEST ALONG TRUNK
 DK3990'HIGHWAY 28, THEN 4.0 MILES SOUTH TOWARD COUNTY ROAD  66, THEN 2.6
 DK3990'MILES WEST TOWARD COUNTY ROAD 56, 40.0 FEET SOUTH AND 52 FEET WEST OF
 DK3990'FIELD ENTRANCE AT DRIVE WEST, 1.0 FOOT EAST OF WITNESS POST, 8.5 FEET
 DK3990'SOUTH OF END OF POWER POLE WITH ANCHOR.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1125 ***********************************************************************
 SK1125  DESIGNATION -  3601 A
 SK1125  PID         -  SK1125
 SK1125  STATE/COUNTY-  MN/KOOCHICHING
 SK1125  COUNTRY     -  US
 SK1125  USGS QUAD   -  FUNKLEY (1971)
 SK1125
 SK1125                         *CURRENT SURVEY CONTROL
 SK1125  ______________________________________________________________________
 SK1125* NAD 83(1986) POSITION- 47 52 02.4    (N) 094 24 44.5    (W)   HD_HELD2  
 SK1125* NAVD 88 ORTHO HEIGHT -   413.175  (meters)    1355.56  (feet) ADJUSTED  
 SK1125  ______________________________________________________________________
 SK1125  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 SK1125  DYNAMIC HEIGHT  -        413.243 (meters)     1355.78  (feet) COMP
 SK1125  MODELED GRAVITY -    980,764.1   (mgal)                       NAVD 88
 SK1125
 SK1125  VERT ORDER      -  SECOND    CLASS I
 SK1125
 SK1125.The horizontal coordinates were established by autonomous hand held GPS
 SK1125.observations and have an estimated accuracy of +/- 10 meters.
 SK1125.
 SK1125.The orthometric height was determined by differential leveling and
 SK1125.adjusted in June 1991.
 SK1125
 SK1125.The dynamic height is computed by dividing the NAVD 88
 SK1125.geopotential number by the normal gravity value computed on the
 SK1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1125.degrees latitude (g = 980.6199 gals.).
 SK1125
 SK1125.The modeled gravity was interpolated from observed gravity values.
 SK1125
 SK1125;                    North         East    Units  Estimated Accuracy
 SK1125;SPC MN N     -   252,844.      701,828.      MT  (+/- 10 meters HH2 GPS)
 SK1125
 SK1125                          SUPERSEDED SURVEY CONTROL
 SK1125
 SK1125.No superseded survey control is available for this station.
 SK1125
 SK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9437502520(NAD 83)
 SK1125
 SK1125_MARKER: DV = VERTICAL CONTROL DISK
 SK1125_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1125_SP_SET: ALUMINUM ALLOY ROD
 SK1125_STAMPING: 3601 A 1984
 SK1125_MARK LOGO: MNDT  
 SK1125_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK1125+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 SK1125
 SK1125  HISTORY     - Date     Condition        Report By
 SK1125  HISTORY     - 1984     MONUMENTED       MNDT
 SK1125  HISTORY     - 20010710 GOOD             MNDT
 SK1125
 SK1125                          STATION DESCRIPTION
 SK1125
 SK1125'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1125'5 MI SSE FROM KELLIHER.
 SK1125'THE MARK IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 SK1125'KELLIHER, NEAR THE CENTER OF SECTION 30, T151N, R29W, 1.4 MILES EAST
 SK1125'ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 ABOUT 5
 SK1125'MILES SOUTH OF KELLIHER, 102 FEET SOUTH OF THE CENTERLINE OF TRUNK
 SK1125'HIGHWAY 1 AT MILEPOINT 147.8, 44 FEET EAST OF THE CENTER OF AN
 SK1125'ENTRANCE, 36.2 FEET EAST-SOUTHEAST OF A FENCE CORNER, 34.5 FEET SOUTH
 SK1125'OF A TELEPHONE CABLE BOX, AND 1.5 FEET WEST OF A STEEL WITNESS POST.
 SK1125'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 SK1125'STAMPED---3601 A 1984---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 SK1125'25 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 SK1125'THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 1.  A
 SK1125'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 SK1125
 SK1125                          STATION RECOVERY (2001)
 SK1125
 SK1125'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SK1125'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1126 ***********************************************************************
 SK1126  DESIGNATION -  3601 B
 SK1126  PID         -  SK1126
 SK1126  STATE/COUNTY-  MN/KOOCHICHING
 SK1126  COUNTRY     -  US
 SK1126  USGS QUAD   -  FUNKLEY (1971)
 SK1126
 SK1126                         *CURRENT SURVEY CONTROL
 SK1126  ______________________________________________________________________
 SK1126* NAD 83(2007) POSITION- 47 52 03.69583(N) 094 23 47.74578(W)   ADJUSTED  
 SK1126* NAD 83(2007) ELLIP HT-   389.421 (meters)        (02/10/07)   ADJUSTED
 SK1126* NAD 83(2007) EPOCH   -  2002.00
 SK1126* NAVD 88 ORTHO HEIGHT -   417.764  (meters)    1370.61  (feet) ADJUSTED  
 SK1126  ______________________________________________________________________
 SK1126  NAD 83(2007) X  -   -328,632.875 (meters)                     COMP
 SK1126  NAD 83(2007) Y  - -4,274,285.090 (meters)                     COMP
 SK1126  NAD 83(2007) Z  -  4,707,308.892 (meters)                     COMP
 SK1126  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC09
 SK1126  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 SK1126  DYNAMIC HEIGHT  -        417.833 (meters)     1370.84  (feet) COMP
 SK1126  MODELED GRAVITY -    980,763.2   (mgal)                       NAVD 88
 SK1126
 SK1126  VERT ORDER      -  SECOND    CLASS I
 SK1126
 SK1126  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK1126  Type                                         Horiz  Ellip  Dist(km)
 SK1126  -------------------------------------------------------------------
 SK1126  NETWORK                                       0.48   0.51
 SK1126  -------------------------------------------------------------------
 SK1126  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.36   0.31      4.92
 SK1126  -------------------------------------------------------------------
 SK1126  NOTE: Click here for information on individual local accuracy
 SK1126  values and other accuracy information.
 SK1126
 SK1126
 SK1126.The horizontal coordinates were established by GPS observations
 SK1126.and adjusted by the National Geodetic Survey in February 2007.
 SK1126
 SK1126.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK1126.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK1126
 SK1126.The horizontal coordinates are valid at the epoch date displayed above
 SK1126.which is a decimal equivalence of Year/Month/Day.
 SK1126
 SK1126.The orthometric height was determined by differential leveling and
 SK1126.adjusted in June 1991.
 SK1126
 SK1126.Photographs are available for this station.
 SK1126
 SK1126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK1126
 SK1126.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK1126
 SK1126.The ellipsoidal height was determined by GPS observations
 SK1126.and is referenced to NAD 83.
 SK1126
 SK1126.The dynamic height is computed by dividing the NAVD 88
 SK1126.geopotential number by the normal gravity value computed on the
 SK1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1126.degrees latitude (g = 980.6199 gals.).
 SK1126
 SK1126.The modeled gravity was interpolated from observed gravity values.
 SK1126
 SK1126. The following values were computed from the NAD 83(2007) position.
 SK1126
 SK1126;                    North         East     Units Scale Factor Converg.
 SK1126;SPC MN N     -   252,864.528   703,007.879   MT  0.99990297   -0 57 39.8
 SK1126;SPC MN N     -   829,606.37  2,306,451.68   sFT  0.99990297   -0 57 39.8
 SK1126;UTM  15      - 5,302,539.146   395,555.138   MT  0.99973405   -1 02 08.9
 SK1126
 SK1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK1126!SPC MN N     -   0.99993897  x   0.99990297  =   0.99984194
 SK1126!UTM  15      -   0.99993897  x   0.99973405  =   0.99967303
 SK1126
 SK1126:                Primary Azimuth Mark                     Grid Az
 SK1126:SPC MN N     -  BALE                                     094 55 22.2
 SK1126:UTM  15      -  BALE                                     094 59 51.3
 SK1126
 SK1126|---------------------------------------------------------------------|
 SK1126| PID    Reference Object                     Distance      Geod. Az  |
 SK1126|                                                           dddmmss.s |
 SK1126| DG4787 BALE                                426.822 METERS 0935742.4 |
 SK1126|---------------------------------------------------------------------|
 SK1126
 SK1126                          SUPERSEDED SURVEY CONTROL
 SK1126
 SK1126  NAD 83(1996)-  47 52 03.69564(N)    094 23 47.74566(W) AD(       ) 1
 SK1126  ELLIP H (01/24/03)  389.435  (m)                       GP(       ) 4 1
 SK1126  NAVD 88 (01/24/03)  417.76   (m)         1370.6    (f) LEVELING    3  
 SK1126
 SK1126.Superseded values are not recommended for survey control.
 SK1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK1126.See file dsdata.txt to determine how the superseded data were derived.
 SK1126
 SK1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9555502539(NAD 83)
 SK1126
 SK1126_MARKER: DB = BENCH MARK DISK
 SK1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK1126_SP_SET: CONCRETE POST
 SK1126_STAMPING: 3601 B 1984
 SK1126_MARK LOGO: MNDT  
 SK1126_PROJECTION: FLUSH
 SK1126_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK1126+STABILITY: SURFACE MOTION
 SK1126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1126+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 SK1126
 SK1126  HISTORY     - Date     Condition        Report By
 SK1126  HISTORY     - 1984     MONUMENTED       MNDT
 SK1126  HISTORY     - 20010710 GOOD             MNDT
 SK1126  HISTORY     - 20030908 GOOD             MNDT
 SK1126
 SK1126                          STATION DESCRIPTION
 SK1126
 SK1126'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1126'5.5 MI SSE FROM KELLIHER.
 SK1126'THE MARK IS LOCATED ABOUT 5-1/2 MILES SOUTH-SOUTHEAST OF THE TOWN OF
 SK1126'KELLIHER, NEAR THE EAST 1/4 OF SECTION 30, T151N, R29W, 2.15 MILES
 SK1126'EAST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72
 SK1126'ABOUT 5 MILES SOUTH OF KELLIHER, 74.0 FEET NORTH OF THE CENTERLINE OF
 SK1126'TRUNK HIGHWAY 1 AT MILEPOINT 148.55, ABOUT 275 FEET WEST OF THE
 SK1126'CENTER OF A FIELD ENTRANCE, 76 FEET EAST-SOUTHEAST OF A POWER POLE,
 SK1126'AND 0.7 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 SK1126'MNDT BENCH MARK DISK STAMPED---3601 B 1984---, IS SET IN THE TOP OF A
 SK1126'6 FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF
 SK1126'THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 1.
 SK1126
 SK1126                          STATION RECOVERY (2001)
 SK1126
 SK1126'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK1126'RECOVERED AS DESCRIBED.
 SK1126
 SK1126                          STATION RECOVERY (2003)
 SK1126
 SK1126'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK1126'5.5 MILES SOUTH-SOUTHEAST OF KELLIHER, NEAR EAST 1/4 OF SECTION 30,
 SK1126'2.15 MILES EAST ALONG TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1
 SK1126'AND TRUNK HIGHWAY 72, 74 FEET NORTH OF TRUNK HIGHWAY 1, AT TRUNK
 SK1126'HIGHWAY 1 MILEPOINT 148.55, 275 FEET WEST OF FIELD ENTRANCE, 76 FEET
 SK1126'EAST-SOUTHEAST OF POWER POLE, 0.7 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1127 ***********************************************************************
 SK1127  DESIGNATION -  3601 C
 SK1127  PID         -  SK1127
 SK1127  STATE/COUNTY-  MN/KOOCHICHING
 SK1127  COUNTRY     -  US
 SK1127  USGS QUAD   -  FUNKLEY (1971)
 SK1127
 SK1127                         *CURRENT SURVEY CONTROL
 SK1127  ______________________________________________________________________
 SK1127* NAD 83(1986) POSITION- 47 52 01.     (N) 094 22 33.     (W)   SCALED    
 SK1127* NAVD 88 ORTHO HEIGHT -   421.496  (meters)    1382.86  (feet) ADJUSTED  
 SK1127  ______________________________________________________________________
 SK1127  GEOID HEIGHT    -        -28.36  (meters)                     GEOID09
 SK1127  DYNAMIC HEIGHT  -        421.565 (meters)     1383.08  (feet) COMP
 SK1127  MODELED GRAVITY -    980,761.6   (mgal)                       NAVD 88
 SK1127
 SK1127  VERT ORDER      -  SECOND    CLASS I
 SK1127
 SK1127.The horizontal coordinates were scaled from a topographic map and have
 SK1127.an estimated accuracy of +/- 6 seconds.
 SK1127.
 SK1127.The orthometric height was determined by differential leveling and
 SK1127.adjusted in June 1991.
 SK1127
 SK1127.The dynamic height is computed by dividing the NAVD 88
 SK1127.geopotential number by the normal gravity value computed on the
 SK1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1127.degrees latitude (g = 980.6199 gals.).
 SK1127
 SK1127.The modeled gravity was interpolated from observed gravity values.
 SK1127
 SK1127;                    North         East    Units  Estimated Accuracy
 SK1127;SPC MN N     -   252,760.      704,560.      MT  (+/- 180 meters Scaled)
 SK1127
 SK1127                          SUPERSEDED SURVEY CONTROL
 SK1127
 SK1127.No superseded survey control is available for this station.
 SK1127
 SK1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP971024(NAD 83)
 SK1127
 SK1127_MARKER: DB = BENCH MARK DISK
 SK1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SK1127_SP_SET: CONCRETE POST
 SK1127_STAMPING: 3601 C 1984
 SK1127_MARK LOGO: MNDT  
 SK1127_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 SK1127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1127+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 SK1127
 SK1127  HISTORY     - Date     Condition        Report By
 SK1127  HISTORY     - 1984     MONUMENTED       MNDT
 SK1127  HISTORY     - 20010710 GOOD             MNDT
 SK1127
 SK1127                          STATION DESCRIPTION
 SK1127
 SK1127'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1127'6 MI SE FROM KELLIHER.
 SK1127'THE MARK IS LOCATED ABOUT 6 MILES SOUTHEAST OF THE TOWN OF KELLIHER,
 SK1127'NEAR THE EAST 1/4 OF SECTION 29, T151N, R29W, 3.2 MILES EAST ALONG
 SK1127'TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 ABOUT 5 MILES
 SK1127'SOUTH OF KELLIHER, 75.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY
 SK1127'1 AT MILEPOINT 149.6, 85.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 SK1127'15, 3.3 FEET WEST OF A STEEL POST, AND 0.9 FOOT SOUTH-SOUTHWEST OF A
 SK1127'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 SK1127'STAMPED---3601 C 1984---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 SK1127'CONCRETE POST THAT PROJECTS 1.0 FOOT ABOVE THE SURFACE OF THE GROUND
 SK1127'AND IS ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 1.
 SK1127
 SK1127                          STATION RECOVERY (2001)
 SK1127
 SK1127'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK1127'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK1128 ***********************************************************************
 SK1128  DESIGNATION -  3601 D
 SK1128  PID         -  SK1128
 SK1128  STATE/COUNTY-  MN/KOOCHICHING
 SK1128  COUNTRY     -  US
 SK1128  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK1128
 SK1128                         *CURRENT SURVEY CONTROL
 SK1128  ______________________________________________________________________
 SK1128* NAD 83(1986) POSITION- 47 51 42.     (N) 094 21 38.     (W)   SCALED    
 SK1128* NAVD 88 ORTHO HEIGHT -   424.540  (meters)    1392.85  (feet) ADJUSTED  
 SK1128  ______________________________________________________________________
 SK1128  GEOID HEIGHT    -        -28.37  (meters)                     GEOID09
 SK1128  DYNAMIC HEIGHT  -        424.608 (meters)     1393.07  (feet) COMP
 SK1128  MODELED GRAVITY -    980,759.6   (mgal)                       NAVD 88
 SK1128
 SK1128  VERT ORDER      -  SECOND    CLASS I
 SK1128
 SK1128.The horizontal coordinates were scaled from a topographic map and have
 SK1128.an estimated accuracy of +/- 6 seconds.
 SK1128.
 SK1128.The orthometric height was determined by differential leveling and
 SK1128.adjusted in June 1991.
 SK1128
 SK1128.The dynamic height is computed by dividing the NAVD 88
 SK1128.geopotential number by the normal gravity value computed on the
 SK1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK1128.degrees latitude (g = 980.6199 gals.).
 SK1128
 SK1128.The modeled gravity was interpolated from observed gravity values.
 SK1128
 SK1128;                    North         East    Units  Estimated Accuracy
 SK1128;SPC MN N     -   252,150.      705,690.      MT  (+/- 180 meters Scaled)
 SK1128
 SK1128                          SUPERSEDED SURVEY CONTROL
 SK1128
 SK1128.No superseded survey control is available for this station.
 SK1128
 SK1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP982018(NAD 83)
 SK1128
 SK1128_MARKER: DV = VERTICAL CONTROL DISK
 SK1128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK1128_SP_SET: ALUMINUM ALLOY ROD
 SK1128_STAMPING: 3601 D 1984
 SK1128_MARK LOGO: MNDT  
 SK1128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SK1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK1128+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 SK1128
 SK1128  HISTORY     - Date     Condition        Report By
 SK1128  HISTORY     - 1984     MONUMENTED       MNDT
 SK1128  HISTORY     - 20010710 GOOD             MNDT
 SK1128
 SK1128                          STATION DESCRIPTION
 SK1128
 SK1128'DESCRIBED BY MN DEPT OF TRANSP 1984
 SK1128'6.5 MI SE FROM KELLIHER.
 SK1128'THE MARK IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF THE TOWN OF
 SK1128'KELLIHER, IN THE SE 1/4 OF SECTION 28, T151N, R29W, 4.0 MILES EAST
 SK1128'ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 72 ABOUT 5
 SK1128'MILES SOUTH OF KELLIHER, 71.0 FEET SOUTH OF THE CENTERLINE OF TRUNK
 SK1128'HIGHWAY 1 AT MILEPOINT 150.35, 36.5 FEET EAST OF THE CENTER OF AN
 SK1128'ENTRANCE, 89.7 FEET EAST-SOUTHEAST OF A POWER POLE, 53.5 FEET
 SK1128'EAST-SOUTHEAST OF A TELEPHONE CABLE MARKER BOX, AND 1.1 FOOT NORTH OF
 SK1128'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 SK1128'CONTROL MONUMENT DISK STAMPED---3601 D 1984---, IS SET ON THE TOP OF
 SK1128'A 5/8 INCH DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 SK1128'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 SK1128'TRUNK HIGHWAY 1.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 SK1128
 SK1128                          STATION RECOVERY (2001)
 SK1128
 SK1128'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK1128'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0052 ***********************************************************************
 SK0052  DESIGNATION -  3602 A 1
 SK0052  PID         -  SK0052
 SK0052  STATE/COUNTY-  MN/KOOCHICHING
 SK0052  COUNTRY     -  US
 SK0052  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0052
 SK0052                         *CURRENT SURVEY CONTROL
 SK0052  ______________________________________________________________________
 SK0052* NAD 83(1986) POSITION- 47 52 20.0    (N) 094 16 31.2    (W)   HD_HELD2  
 SK0052* NAVD 88 ORTHO HEIGHT -   437.248  (meters)    1434.54  (feet) ADJUSTED  
 SK0052  ______________________________________________________________________
 SK0052  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 SK0052  DYNAMIC HEIGHT  -        437.320 (meters)     1434.77  (feet) COMP
 SK0052  MODELED GRAVITY -    980,761.0   (mgal)                       NAVD 88
 SK0052
 SK0052  VERT ORDER      -  SECOND    CLASS I
 SK0052
 SK0052.The horizontal coordinates were established by autonomous hand held GPS
 SK0052.observations and have an estimated accuracy of +/- 10 meters.
 SK0052.
 SK0052.The orthometric height was determined by differential leveling and
 SK0052.adjusted in June 1991.
 SK0052
 SK0052.Photographs are available for this station.
 SK0052
 SK0052.The dynamic height is computed by dividing the NAVD 88
 SK0052.geopotential number by the normal gravity value computed on the
 SK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0052.degrees latitude (g = 980.6199 gals.).
 SK0052
 SK0052.The modeled gravity was interpolated from observed gravity values.
 SK0052
 SK0052;                    North         East    Units  Estimated Accuracy
 SK0052;SPC MN N     -   253,223.      712,086.      MT  (+/- 10 meters HH2 GPS)
 SK0052
 SK0052                          SUPERSEDED SURVEY CONTROL
 SK0052
 SK0052  NGVD 29 (??/??/92)  436.908  (m)         1433.42   (f) ADJ UNCH    2 1
 SK0052
 SK0052.Superseded values are not recommended for survey control.
 SK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0052.See file dsdata.txt to determine how the superseded data were derived.
 SK0052
 SK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0463102885(NAD 83)
 SK0052
 SK0052_MARKER: DV = VERTICAL CONTROL DISK
 SK0052_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 SK0052+WITH SETTING: PAVEMENT
 SK0052_SP_SET: WATER TOWER BASE
 SK0052_STAMPING: 3602 A 1 1976
 SK0052_MARK LOGO: MNDT  
 SK0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SK0052+STABILITY: SURFACE MOTION
 SK0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0052+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 SK0052
 SK0052  HISTORY     - Date     Condition        Report By
 SK0052  HISTORY     - 1976     MONUMENTED       MNDT
 SK0052  HISTORY     - 1980     GOOD             NGS
 SK0052  HISTORY     - 20010919 GOOD             MNDT
 SK0052  HISTORY     - 20030910 GOOD             MNDT
 SK0052
 SK0052                          STATION DESCRIPTION
 SK0052
 SK0052'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0052'IN NORTHOME.
 SK0052'THE MARK IS LOCATED 0.25 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE
 SK0052'JUNCTION OF TRUNK HIGHWAYS 1 AND 46 AT NORTHOME.  IT IS AT TRUNK
 SK0052'HIGHWAY 1 MILEPOINT 154.8.  IT IS 100.0 FEET SOUTH OF AND ABOUT 3 FEET
 SK0052'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 1, AND 62.7 FEET
 SK0052'NORTH-NORTHEAST OF A ONE-STORY STORAGE SHED.  IT IS A STANDARD
 SK0052'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 SK0052'CEMENTED INTO A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE
 SK0052'BASE FOR THE NORTHEAST LEG OF THE NORTHOME WATER TOWER.  NE 1/4
 SK0052'SECTION 30, T151N, R28W.
 SK0052
 SK0052                          STATION RECOVERY (1980)
 SK0052
 SK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0052'RECOVERED IN GOOD CONDITION.
 SK0052
 SK0052                          STATION RECOVERY (2001)
 SK0052
 SK0052'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK0052'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SK0052'NOT SUITABLE FOR GPS, FLUSH, MAGNETIC.
 SK0052
 SK0052                          STATION RECOVERY (2003)
 SK0052
 SK0052'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 SK0052'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF
 SK0052'KELLIHER, 4.9 MI (7.9 KM) SOUTHWEST OF MIZPAH AND IN THE TOWN OF
 SK0052'NORTHOME, AT TRUNK HIGHWAY 1 MILE POINT 154.8, 0.25 MI (0.4 KM) EAST
 SK0052'ON TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 SK0052'HIGHWAY 46, 100 FT (30.5 M) SOUTH OF TRUNK HIGHWAY 1, 62.7 FT (19.1 M)
 SK0052'NORTH-NORTHEAST OF SHED, IN NORTHEAST CORNER OF BASE OF NORTHEAST LEG
 SK0052'OF WATER TANK
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9947 ***********************************************************************
 DG9947  DESIGNATION -  3602 G
 DG9947  PID         -  DG9947
 DG9947  STATE/COUNTY-  MN/KOOCHICHING
 DG9947  COUNTRY     -  US
 DG9947  USGS QUAD   -  NORTHOME SOUTH (1996)
 DG9947
 DG9947                         *CURRENT SURVEY CONTROL
 DG9947  ______________________________________________________________________
 DG9947* NAD 83(2007) POSITION- 47 52 28.29080(N) 094 15 14.00531(W)   ADJUSTED  
 DG9947* NAD 83(2007) ELLIP HT-   400.704 (meters)        (02/10/07)   ADJUSTED
 DG9947* NAD 83(2007) EPOCH   -  2002.00
 DG9947* NAVD 88 ORTHO HEIGHT -   429.157  (meters)    1407.99  (feet) ADJUSTED  
 DG9947  ______________________________________________________________________
 DG9947  NAD 83(2007) X  -   -317,944.743 (meters)                     COMP
 DG9947  NAD 83(2007) Y  - -4,274,536.048 (meters)                     COMP
 DG9947  NAD 83(2007) Z  -  4,707,826.851 (meters)                     COMP
 DG9947  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC09
 DG9947  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DG9947  DYNAMIC HEIGHT  -        429.228 (meters)     1408.23  (feet) COMP
 DG9947  MODELED GRAVITY -    980,763.5   (mgal)                       NAVD 88
 DG9947
 DG9947  VERT ORDER      -  SECOND    CLASS I
 DG9947
 DG9947  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9947  Type                                         Horiz  Ellip  Dist(km)
 DG9947  -------------------------------------------------------------------
 DG9947  NETWORK                                       0.82   1.12
 DG9947  -------------------------------------------------------------------
 DG9947  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.58   0.71      2.19
 DG9947  -------------------------------------------------------------------
 DG9947  NOTE: Click here for information on individual local accuracy
 DG9947  values and other accuracy information.
 DG9947
 DG9947
 DG9947.The horizontal coordinates were established by GPS observations
 DG9947.and adjusted by the National Geodetic Survey in February 2007.
 DG9947
 DG9947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9947.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9947
 DG9947.The horizontal coordinates are valid at the epoch date displayed above
 DG9947.which is a decimal equivalence of Year/Month/Day.
 DG9947
 DG9947.The orthometric height was determined by differential leveling and
 DG9947.adjusted in May 2009.
 DG9947
 DG9947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9947
 DG9947.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9947
 DG9947.The ellipsoidal height was determined by GPS observations
 DG9947.and is referenced to NAD 83.
 DG9947
 DG9947.The dynamic height is computed by dividing the NAVD 88
 DG9947.geopotential number by the normal gravity value computed on the
 DG9947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9947.degrees latitude (g = 980.6199 gals.).
 DG9947
 DG9947.The modeled gravity was interpolated from observed gravity values.
 DG9947
 DG9947. The following values were computed from the NAD 83(2007) position.
 DG9947
 DG9947;                    North         East     Units Scale Factor Converg.
 DG9947;SPC MN N     -   253,454.789   713,693.502   MT  0.99990305   -0 51 19.0
 DG9947;SPC MN N     -   831,542.92  2,341,509.43   sFT  0.99990305   -0 51 19.0
 DG9947;UTM  15      - 5,303,115.360   406,239.575   MT  0.99970802   -0 55 48.2
 DG9947
 DG9947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9947!SPC MN N     -   0.99993720  x   0.99990305  =   0.99984026
 DG9947!UTM  15      -   0.99993720  x   0.99970802  =   0.99964524
 DG9947
 DG9947                          SUPERSEDED SURVEY CONTROL
 DG9947
 DG9947  NAD 83(1996)-  47 52 28.29060(N)    094 15 14.00512(W) AD(       ) 1
 DG9947  ELLIP H (04/01/05)  400.711  (m)                       GP(       ) 4 1
 DG9947  NAVD 88 (04/01/05)  429.16   (m)         1408.0    (f) LEVELING    3  
 DG9947
 DG9947.Superseded values are not recommended for survey control.
 DG9947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9947.See file dsdata.txt to determine how the superseded data were derived.
 DG9947
 DG9947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0623903115(NAD 83)
 DG9947
 DG9947_MARKER: DD = SURVEY DISK
 DG9947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9947_STAMPING: 3602 G 2003
 DG9947_MARK LOGO: MNDT  
 DG9947_PROJECTION: RECESSED 5 CENTIMETERS
 DG9947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9947+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 DG9947_ROD/PIPE-DEPTH:  7.6 meters
 DG9947
 DG9947  HISTORY     - Date     Condition        Report By
 DG9947  HISTORY     - 2003     MONUMENTED       MNDT
 DG9947  HISTORY     - 20030917 GOOD             MNDT
 DG9947
 DG9947                          STATION DESCRIPTION
 DG9947
 DG9947'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9947'THE MARK IS LOCATED 1.3 MILES EAST ALONG TRUNK HIGHWAY 1 FROM ITS
 DG9947'JUNCTION  WITH TRUNK  HIGWAY 46 IN NORTHOME,  55.0 FEET SOUTH OF TRUNK
 DG9947'HIGHWAY 1 AT MILEPOINT 155.85, 10 FEET  NORTH OF BIKE PATH AND 5.2
 DG9947'FEET SOUTH OF WITNE SS POST.
 DG9947
 DG9947                          STATION RECOVERY (2003)
 DG9947
 DG9947'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9948 ***********************************************************************
 DG9948  DESIGNATION -  3602 H
 DG9948  PID         -  DG9948
 DG9948  STATE/COUNTY-  MN/KOOCHICHING
 DG9948  COUNTRY     -  US
 DG9948  USGS QUAD   -  ELMWOOD ISLAND (1971)
 DG9948
 DG9948                         *CURRENT SURVEY CONTROL
 DG9948  ______________________________________________________________________
 DG9948* NAD 83(2007) POSITION- 47 52 28.99231(N) 094 12 24.61306(W)   ADJUSTED  
 DG9948* NAD 83(2007) ELLIP HT-   411.987 (meters)        (02/10/07)   ADJUSTED
 DG9948* NAD 83(2007) EPOCH   -  2002.00
 DG9948* NAVD 88 ORTHO HEIGHT -   440.507  (meters)    1445.23  (feet) ADJUSTED  
 DG9948  ______________________________________________________________________
 DG9948  NAD 83(2007) X  -   -314,433.606 (meters)                     COMP
 DG9948  NAD 83(2007) Y  - -4,274,787.235 (meters)                     COMP
 DG9948  NAD 83(2007) Z  -  4,707,849.753 (meters)                     COMP
 DG9948  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC09
 DG9948  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 DG9948  DYNAMIC HEIGHT  -        440.578 (meters)     1445.46  (feet) COMP
 DG9948  MODELED GRAVITY -    980,760.4   (mgal)                       NAVD 88
 DG9948
 DG9948  VERT ORDER      -  SECOND    CLASS I
 DG9948
 DG9948  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9948  Type                                         Horiz  Ellip  Dist(km)
 DG9948  -------------------------------------------------------------------
 DG9948  NETWORK                                       0.74   1.04
 DG9948  -------------------------------------------------------------------
 DG9948  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.58   0.73      1.68
 DG9948  -------------------------------------------------------------------
 DG9948  NOTE: Click here for information on individual local accuracy
 DG9948  values and other accuracy information.
 DG9948
 DG9948
 DG9948.The horizontal coordinates were established by GPS observations
 DG9948.and adjusted by the National Geodetic Survey in February 2007.
 DG9948
 DG9948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9948.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9948
 DG9948.The horizontal coordinates are valid at the epoch date displayed above
 DG9948.which is a decimal equivalence of Year/Month/Day.
 DG9948
 DG9948.The orthometric height was determined by differential leveling and
 DG9948.adjusted in May 2009.
 DG9948
 DG9948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9948
 DG9948.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9948
 DG9948.The ellipsoidal height was determined by GPS observations
 DG9948.and is referenced to NAD 83.
 DG9948
 DG9948.The dynamic height is computed by dividing the NAVD 88
 DG9948.geopotential number by the normal gravity value computed on the
 DG9948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9948.degrees latitude (g = 980.6199 gals.).
 DG9948
 DG9948.The modeled gravity was interpolated from observed gravity values.
 DG9948
 DG9948. The following values were computed from the NAD 83(2007) position.
 DG9948
 DG9948;                    North         East     Units Scale Factor Converg.
 DG9948;SPC MN N     -   253,424.986   717,212.978   MT  0.99990305   -0 49 13.5
 DG9948;SPC MN N     -   831,445.14  2,353,056.25   sFT  0.99990305   -0 49 13.5
 DG9948;UTM  15      - 5,303,080.972   409,758.308   MT  0.99970007   -0 53 42.5
 DG9948
 DG9948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9948!SPC MN N     -   0.99993543  x   0.99990305  =   0.99983849
 DG9948!UTM  15      -   0.99993543  x   0.99970007  =   0.99963552
 DG9948
 DG9948                          SUPERSEDED SURVEY CONTROL
 DG9948
 DG9948  NAD 83(1996)-  47 52 28.99212(N)    094 12 24.61289(W) AD(       ) 1
 DG9948  ELLIP H (04/01/05)  411.994  (m)                       GP(       ) 4 1
 DG9948  NAVD 88 (04/01/05)  440.51   (m)         1445.2    (f) LEVELING    3  
 DG9948
 DG9948.Superseded values are not recommended for survey control.
 DG9948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9948.See file dsdata.txt to determine how the superseded data were derived.
 DG9948
 DG9948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0975803080(NAD 83)
 DG9948
 DG9948_MARKER: DD = SURVEY DISK
 DG9948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9948_STAMPING: 3602 H 2003
 DG9948_MARK LOGO: MNDT  
 DG9948_PROJECTION: RECESSED 5 CENTIMETERS
 DG9948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9948+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 DG9948_ROD/PIPE-DEPTH:  4.6 meters
 DG9948
 DG9948  HISTORY     - Date     Condition        Report By
 DG9948  HISTORY     - 2003     MONUMENTED       MNDT
 DG9948  HISTORY     - 20030917 GOOD             MNDT
 DG9948
 DG9948                          STATION DESCRIPTION
 DG9948
 DG9948'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9948'THE MARK IS LOCATED 3.5 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MIL
 DG9948'EPOINT 158.05. 3.50 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DG9948'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, THE MARK IS 70. 0
 DG9948'FEET SOUTH OF TRUNK HIGHWAY 1, AND 5.5 FEET NORTH OF WITNESS POST.
 DG9948
 DG9948                          STATION RECOVERY (2003)
 DG9948
 DG9948'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9949 ***********************************************************************
 DG9949  DESIGNATION -  3602 J
 DG9949  PID         -  DG9949
 DG9949  STATE/COUNTY-  MN/KOOCHICHING
 DG9949  COUNTRY     -  US
 DG9949  USGS QUAD   -  ELMWOOD ISLAND (1971)
 DG9949
 DG9949                         *CURRENT SURVEY CONTROL
 DG9949  ______________________________________________________________________
 DG9949* NAD 83(2007) POSITION- 47 52 29.06385(N) 094 11 03.76589(W)   ADJUSTED  
 DG9949* NAD 83(2007) ELLIP HT-   413.115 (meters)        (02/10/07)   ADJUSTED
 DG9949* NAD 83(2007) EPOCH   -  2002.00
 DG9949* NAVD 88 ORTHO HEIGHT -   441.685  (meters)    1449.09  (feet) ADJUSTED  
 DG9949  ______________________________________________________________________
 DG9949  NAD 83(2007) X  -   -312,757.980 (meters)                     COMP
 DG9949  NAD 83(2007) Y  - -4,274,909.271 (meters)                     COMP
 DG9949  NAD 83(2007) Z  -  4,707,852.072 (meters)                     COMP
 DG9949  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC09
 DG9949  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 DG9949  DYNAMIC HEIGHT  -        441.754 (meters)     1449.32  (feet) COMP
 DG9949  MODELED GRAVITY -    980,755.0   (mgal)                       NAVD 88
 DG9949
 DG9949  VERT ORDER      -  SECOND    CLASS I
 DG9949
 DG9949  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9949  Type                                         Horiz  Ellip  Dist(km)
 DG9949  -------------------------------------------------------------------
 DG9949  NETWORK                                       0.64   0.94
 DG9949  -------------------------------------------------------------------
 DG9949  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.61   0.80      3.87
 DG9949  -------------------------------------------------------------------
 DG9949  NOTE: Click here for information on individual local accuracy
 DG9949  values and other accuracy information.
 DG9949
 DG9949
 DG9949.The horizontal coordinates were established by GPS observations
 DG9949.and adjusted by the National Geodetic Survey in February 2007.
 DG9949
 DG9949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9949.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9949
 DG9949.The horizontal coordinates are valid at the epoch date displayed above
 DG9949.which is a decimal equivalence of Year/Month/Day.
 DG9949
 DG9949.The orthometric height was determined by differential leveling and
 DG9949.adjusted in May 2009.
 DG9949
 DG9949.Photographs are available for this station.
 DG9949
 DG9949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9949
 DG9949.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9949
 DG9949.The ellipsoidal height was determined by GPS observations
 DG9949.and is referenced to NAD 83.
 DG9949
 DG9949.The dynamic height is computed by dividing the NAVD 88
 DG9949.geopotential number by the normal gravity value computed on the
 DG9949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9949.degrees latitude (g = 980.6199 gals.).
 DG9949
 DG9949.The modeled gravity was interpolated from observed gravity values.
 DG9949
 DG9949. The following values were computed from the NAD 83(2007) position.
 DG9949
 DG9949;                    North         East     Units Scale Factor Converg.
 DG9949;SPC MN N     -   253,403.388   718,892.633   MT  0.99990305   -0 48 13.5
 DG9949;SPC MN N     -   831,374.28  2,358,566.91   sFT  0.99990305   -0 48 13.5
 DG9949;UTM  15      - 5,303,057.187   411,437.589   MT  0.99969638   -0 52 42.6
 DG9949
 DG9949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9949!SPC MN N     -   0.99993526  x   0.99990305  =   0.99983831
 DG9949!UTM  15      -   0.99993526  x   0.99969638  =   0.99963165
 DG9949
 DG9949                          SUPERSEDED SURVEY CONTROL
 DG9949
 DG9949  NAD 83(1996)-  47 52 29.06366(N)    094 11 03.76574(W) AD(       ) 1
 DG9949  ELLIP H (04/01/05)  413.122  (m)                       GP(       ) 4 1
 DG9949  NAVD 88 (04/01/05)  441.68   (m)         1449.1    (f) LEVELING    3  
 DG9949
 DG9949.Superseded values are not recommended for survey control.
 DG9949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9949.See file dsdata.txt to determine how the superseded data were derived.
 DG9949
 DG9949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1143703057(NAD 83)
 DG9949
 DG9949_MARKER: DD = SURVEY DISK
 DG9949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9949_STAMPING: 3602 J 2003
 DG9949_MARK LOGO: MNDT  
 DG9949_PROJECTION: RECESSED 3 CENTIMETERS
 DG9949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9949+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 DG9949_ROD/PIPE-DEPTH:  4.6 meters
 DG9949
 DG9949  HISTORY     - Date     Condition        Report By
 DG9949  HISTORY     - 20030917 MONUMENTED       MNDT
 DG9949  HISTORY     - 20030917 GOOD             MNDT
 DG9949  HISTORY     - 20091202 GOOD             MNDT
 DG9949
 DG9949                          STATION DESCRIPTION
 DG9949
 DG9949'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9949'THE MARK IS LOCATED 4.5 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MIL
 DG9949'EPOINT 159.10. 4.55 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DG9949'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, THE MARK IS 49. 6
 DG9949'FEET SOUTH OF TRUNK HIGHWAY 1, 41.0 FEET WEST OF DRIVEWAY, 12.9 FEET
 DG9949'NORTH NORTH WEST OF NORTH WEST CORNER OF A SIGN, 22.4 FEET WEST NORTH
 DG9949'WEST OF POWER POLE WITH TRANSFORMER
 DG9949
 DG9949                          STATION RECOVERY (2003)
 DG9949
 DG9949'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9949'RECOVERED AS DESCRIBED.
 DG9949
 DG9949                          STATION RECOVERY (2009)
 DG9949
 DG9949'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DG9949'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG9949'THE MARK IS 4.5 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MILEPOINT
 DG9949'159.10, 4.55 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF
 DG9949'TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, 49.6 FEET SOUTH OF
 DG9949'TRUNK HIGHWAY 1, 41.0 FEET WEST OF DRIVEWAY NUMBER 11166, 12.9 FEET
 DG9949'NORTH-NORTHWEST OF NORTHWEST CORNER OF A SIGN (HEALD), 22.4 FEET
 DG9949'WEST-NORTHWEST OF POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9950 ***********************************************************************
 DG9950  DESIGNATION -  3602 K
 DG9950  PID         -  DG9950
 DG9950  STATE/COUNTY-  MN/KOOCHICHING
 DG9950  COUNTRY     -  US
 DG9950  USGS QUAD   -  MIZPAH (1971)
 DG9950
 DG9950                         *CURRENT SURVEY CONTROL
 DG9950  ______________________________________________________________________
 DG9950* NAD 83(2007) POSITION- 47 52 35.76889(N) 094 08 08.02567(W)   ADJUSTED  
 DG9950* NAD 83(2007) ELLIP HT-   396.525 (meters)        (02/10/07)   ADJUSTED
 DG9950* NAD 83(2007) EPOCH   -  2002.00
 DG9950* NAVD 88 ORTHO HEIGHT -   425.175  (meters)    1394.93  (feet) ADJUSTED  
 DG9950  ______________________________________________________________________
 DG9950  NAD 83(2007) X  -   -309,103.711 (meters)                     COMP
 DG9950  NAD 83(2007) Y  - -4,275,009.889 (meters)                     COMP
 DG9950  NAD 83(2007) Z  -  4,707,978.679 (meters)                     COMP
 DG9950  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC09
 DG9950  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 DG9950  DYNAMIC HEIGHT  -        425.240 (meters)     1395.14  (feet) COMP
 DG9950  MODELED GRAVITY -    980,750.8   (mgal)                       NAVD 88
 DG9950
 DG9950  VERT ORDER      -  SECOND    CLASS I
 DG9950
 DG9950  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9950  Type                                         Horiz  Ellip  Dist(km)
 DG9950  -------------------------------------------------------------------
 DG9950  NETWORK                                       0.91   1.23
 DG9950  -------------------------------------------------------------------
 DG9950  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.58   0.88      2.10
 DG9950  -------------------------------------------------------------------
 DG9950  NOTE: Click here for information on individual local accuracy
 DG9950  values and other accuracy information.
 DG9950
 DG9950
 DG9950.The horizontal coordinates were established by GPS observations
 DG9950.and adjusted by the National Geodetic Survey in February 2007.
 DG9950
 DG9950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9950.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9950
 DG9950.The horizontal coordinates are valid at the epoch date displayed above
 DG9950.which is a decimal equivalence of Year/Month/Day.
 DG9950
 DG9950.The orthometric height was determined by differential leveling and
 DG9950.adjusted in May 2009.
 DG9950
 DG9950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9950
 DG9950.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9950
 DG9950.The ellipsoidal height was determined by GPS observations
 DG9950.and is referenced to NAD 83.
 DG9950
 DG9950.The dynamic height is computed by dividing the NAVD 88
 DG9950.geopotential number by the normal gravity value computed on the
 DG9950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9950.degrees latitude (g = 980.6199 gals.).
 DG9950
 DG9950.The modeled gravity was interpolated from observed gravity values.
 DG9950
 DG9950. The following values were computed from the NAD 83(2007) position.
 DG9950
 DG9950;                    North         East     Units Scale Factor Converg.
 DG9950;SPC MN N     -   253,560.369   722,546.485   MT  0.99990307   -0 46 03.3
 DG9950;SPC MN N     -   831,889.31  2,370,554.59   sFT  0.99990307   -0 46 03.3
 DG9950;UTM  15      - 5,303,209.371   415,090.873   MT  0.99968859   -0 50 32.3
 DG9950
 DG9950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9950!SPC MN N     -   0.99993785  x   0.99990307  =   0.99984093
 DG9950!UTM  15      -   0.99993785  x   0.99968859  =   0.99962646
 DG9950
 DG9950                          SUPERSEDED SURVEY CONTROL
 DG9950
 DG9950  NAD 83(1996)-  47 52 35.76871(N)    094 08 08.02549(W) AD(       ) 1
 DG9950  ELLIP H (04/01/05)  396.532  (m)                       GP(       ) 4 1
 DG9950  NAVD 88 (04/01/05)  425.17   (m)         1394.9    (f) LEVELING    3  
 DG9950
 DG9950.Superseded values are not recommended for survey control.
 DG9950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9950.See file dsdata.txt to determine how the superseded data were derived.
 DG9950
 DG9950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1509003209(NAD 83)
 DG9950
 DG9950_MARKER: DD = SURVEY DISK
 DG9950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9950_STAMPING: 3602 K 2003
 DG9950_MARK LOGO: MNDT  
 DG9950_PROJECTION: RECESSED 5 CENTIMETERS
 DG9950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9950+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 DG9950_ROD/PIPE-DEPTH:  6.1 meters
 DG9950
 DG9950  HISTORY     - Date     Condition        Report By
 DG9950  HISTORY     - 2003     MONUMENTED       MNDT
 DG9950  HISTORY     - 20030917 GOOD             MNDT
 DG9950
 DG9950                          STATION DESCRIPTION
 DG9950
 DG9950'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9950'THE MARK IS LOCATED 7.0 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MIL
 DG9950'EPOINT 161.55. 6.90 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DG9950'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, THE MARK IS 58.1
 DG9950'FEET SOUTH OF TRUNK HIGHWAY 1, 15.2 FEET WEST OF ENTRANCE, 3.3 FEET N
 DG9950'ORTH OF WITNESS POST.
 DG9950
 DG9950                          STATION RECOVERY (2003)
 DG9950
 DG9950'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9951 ***********************************************************************
 DG9951  DESIGNATION -  3602 L
 DG9951  PID         -  DG9951
 DG9951  STATE/COUNTY-  MN/KOOCHICHING
 DG9951  COUNTRY     -  US
 DG9951  USGS QUAD   -  MIZPAH NE (1971)
 DG9951
 DG9951                         *CURRENT SURVEY CONTROL
 DG9951  ______________________________________________________________________
 DG9951* NAD 83(2007) POSITION- 47 52 35.75231(N) 094 06 54.03797(W)   ADJUSTED  
 DG9951* NAD 83(2007) ELLIP HT-   390.847 (meters)        (02/10/07)   ADJUSTED
 DG9951* NAD 83(2007) EPOCH   -  2002.00
 DG9951* NAVD 88 ORTHO HEIGHT -   419.523  (meters)    1376.39  (feet) ADJUSTED  
 DG9951  ______________________________________________________________________
 DG9951  NAD 83(2007) X  -   -307,569.988 (meters)                     COMP
 DG9951  NAD 83(2007) Y  - -4,275,117.071 (meters)                     COMP
 DG9951  NAD 83(2007) Z  -  4,707,974.124 (meters)                     COMP
 DG9951  LAPLACE CORR    -         -4.37  (seconds)                    DEFLEC09
 DG9951  GEOID HEIGHT    -        -28.66  (meters)                     GEOID09
 DG9951  DYNAMIC HEIGHT  -        419.587 (meters)     1376.60  (feet) COMP
 DG9951  MODELED GRAVITY -    980,753.2   (mgal)                       NAVD 88
 DG9951
 DG9951  VERT ORDER      -  SECOND    CLASS I
 DG9951
 DG9951  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9951  Type                                         Horiz  Ellip  Dist(km)
 DG9951  -------------------------------------------------------------------
 DG9951  NETWORK                                       0.89   1.22
 DG9951  -------------------------------------------------------------------
 DG9951  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.84      3.19
 DG9951  -------------------------------------------------------------------
 DG9951  NOTE: Click here for information on individual local accuracy
 DG9951  values and other accuracy information.
 DG9951
 DG9951
 DG9951.The horizontal coordinates were established by GPS observations
 DG9951.and adjusted by the National Geodetic Survey in February 2007.
 DG9951
 DG9951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9951.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9951
 DG9951.The horizontal coordinates are valid at the epoch date displayed above
 DG9951.which is a decimal equivalence of Year/Month/Day.
 DG9951
 DG9951.The orthometric height was determined by differential leveling and
 DG9951.adjusted in May 2009.
 DG9951
 DG9951.Photographs are available for this station.
 DG9951
 DG9951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9951
 DG9951.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9951
 DG9951.The ellipsoidal height was determined by GPS observations
 DG9951.and is referenced to NAD 83.
 DG9951
 DG9951.The dynamic height is computed by dividing the NAVD 88
 DG9951.geopotential number by the normal gravity value computed on the
 DG9951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9951.degrees latitude (g = 980.6199 gals.).
 DG9951
 DG9951.The modeled gravity was interpolated from observed gravity values.
 DG9951
 DG9951. The following values were computed from the NAD 83(2007) position.
 DG9951
 DG9951;                    North         East     Units Scale Factor Converg.
 DG9951;SPC MN N     -   253,539.468   724,083.558   MT  0.99990307   -0 45 08.4
 DG9951;SPC MN N     -   831,820.74  2,375,597.47   sFT  0.99990307   -0 45 08.4
 DG9951;UTM  15      - 5,303,186.471   416,627.586   MT  0.99968541   -0 49 37.4
 DG9951
 DG9951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9951!SPC MN N     -   0.99993874  x   0.99990307  =   0.99984182
 DG9951!UTM  15      -   0.99993874  x   0.99968541  =   0.99962417
 DG9951
 DG9951                          SUPERSEDED SURVEY CONTROL
 DG9951
 DG9951  NAD 83(1996)-  47 52 35.75214(N)    094 06 54.03778(W) AD(       ) 1
 DG9951  ELLIP H (04/01/05)  390.854  (m)                       GP(       ) 4 1
 DG9951  NAVD 88 (04/01/05)  419.52   (m)         1376.4    (f) LEVELING    3  
 DG9951
 DG9951.Superseded values are not recommended for survey control.
 DG9951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9951.See file dsdata.txt to determine how the superseded data were derived.
 DG9951
 DG9951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1662703186(NAD 83)
 DG9951
 DG9951_MARKER: DD = SURVEY DISK
 DG9951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9951_STAMPING: 3602 L 2003
 DG9951_MARK LOGO: MNDT  
 DG9951_PROJECTION: RECESSED 3 CENTIMETERS
 DG9951_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9951+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 DG9951_ROD/PIPE-DEPTH:  6.1 meters
 DG9951
 DG9951  HISTORY     - Date     Condition        Report By
 DG9951  HISTORY     - 20030917 MONUMENTED       MNDT
 DG9951  HISTORY     - 20030917 GOOD             MNDT
 DG9951  HISTORY     - 20091202 GOOD             MNDT
 DG9951
 DG9951                          STATION DESCRIPTION
 DG9951
 DG9951'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9951'THE MARK IS LOCATED 8.0 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MIL
 DG9951'EPOINT 162.40. 7.90 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DG9951'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, THE MARK IS 53.2
 DG9951'FEET SOUTH OF TRUNK HIGHWAY 1, 73.9 FEET WEST OF A FIELD ENTRANCE, 1.
 DG9951'9 FEET NORTH OF WITNESS POST.
 DG9951
 DG9951                          STATION RECOVERY (2003)
 DG9951
 DG9951'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9951'RECOVERED AS DESCRIBED.
 DG9951
 DG9951                          STATION RECOVERY (2009)
 DG9951
 DG9951'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DG9951'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG9951'THE MARK IS 8.0 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MILEPOINT
 DG9951'162.40. 7.9 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF
 DG9951'TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, 53.2 FEET SOUTH OF
 DG9951'TRUNK HIGHWAY 1, 73.9 FEET WEST OF A FIELD ENTRANCE, 1.9 FEET NORTH OF
 DG9951'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9952 ***********************************************************************
 DG9952  DESIGNATION -  3602 M
 DG9952  PID         -  DG9952
 DG9952  STATE/COUNTY-  MN/KOOCHICHING
 DG9952  COUNTRY     -  US
 DG9952  USGS QUAD   -  MIZPAH NE (1971)
 DG9952
 DG9952                         *CURRENT SURVEY CONTROL
 DG9952  ______________________________________________________________________
 DG9952* NAD 83(2007) POSITION- 47 52 35.93200(N) 094 02 37.54738(W)   ADJUSTED  
 DG9952* NAD 83(2007) ELLIP HT-   383.348 (meters)        (02/10/07)   ADJUSTED
 DG9952* NAD 83(2007) EPOCH   -  2002.00
 DG9952* NAVD 88 ORTHO HEIGHT -   412.106  (meters)    1352.05  (feet) ADJUSTED  
 DG9952  ______________________________________________________________________
 DG9952  NAD 83(2007) X  -   -302,252.992 (meters)                     COMP
 DG9952  NAD 83(2007) Y  - -4,275,487.105 (meters)                     COMP
 DG9952  NAD 83(2007) Z  -  4,707,972.285 (meters)                     COMP
 DG9952  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 DG9952  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DG9952  DYNAMIC HEIGHT  -        412.174 (meters)     1352.27  (feet) COMP
 DG9952  MODELED GRAVITY -    980,763.6   (mgal)                       NAVD 88
 DG9952
 DG9952  VERT ORDER      -  SECOND    CLASS I
 DG9952
 DG9952  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9952  Type                                         Horiz  Ellip  Dist(km)
 DG9952  -------------------------------------------------------------------
 DG9952  NETWORK                                       1.00   1.23
 DG9952  -------------------------------------------------------------------
 DG9952  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.69   0.88      2.63
 DG9952  -------------------------------------------------------------------
 DG9952  NOTE: Click here for information on individual local accuracy
 DG9952  values and other accuracy information.
 DG9952
 DG9952
 DG9952.The horizontal coordinates were established by GPS observations
 DG9952.and adjusted by the National Geodetic Survey in February 2007.
 DG9952
 DG9952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9952.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9952
 DG9952.The horizontal coordinates are valid at the epoch date displayed above
 DG9952.which is a decimal equivalence of Year/Month/Day.
 DG9952
 DG9952.The orthometric height was determined by differential leveling and
 DG9952.adjusted in May 2009.
 DG9952
 DG9952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9952
 DG9952.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9952
 DG9952.The ellipsoidal height was determined by GPS observations
 DG9952.and is referenced to NAD 83.
 DG9952
 DG9952.The dynamic height is computed by dividing the NAVD 88
 DG9952.geopotential number by the normal gravity value computed on the
 DG9952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9952.degrees latitude (g = 980.6199 gals.).
 DG9952
 DG9952.The modeled gravity was interpolated from observed gravity values.
 DG9952
 DG9952. The following values were computed from the NAD 83(2007) position.
 DG9952
 DG9952;                    North         East     Units Scale Factor Converg.
 DG9952;SPC MN N     -   253,477.500   729,412.210   MT  0.99990307   -0 41 58.3
 DG9952;SPC MN N     -   831,617.43  2,393,079.89   sFT  0.99990307   -0 41 58.3
 DG9952;UTM  15      - 5,303,117.572   421,954.964   MT  0.99967485   -0 46 27.1
 DG9952
 DG9952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9952!SPC MN N     -   0.99993992  x   0.99990307  =   0.99984300
 DG9952!UTM  15      -   0.99993992  x   0.99967485  =   0.99961479
 DG9952
 DG9952                          SUPERSEDED SURVEY CONTROL
 DG9952
 DG9952  NAD 83(1996)-  47 52 35.93188(N)    094 02 37.54715(W) AD(       ) 1
 DG9952  ELLIP H (04/01/05)  383.353  (m)                       GP(       ) 4 1
 DG9952  NAVD 88 (04/01/05)  412.11   (m)         1352.1    (f) LEVELING    3  
 DG9952
 DG9952.Superseded values are not recommended for survey control.
 DG9952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9952.See file dsdata.txt to determine how the superseded data were derived.
 DG9952
 DG9952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP2195403117(NAD 83)
 DG9952
 DG9952_MARKER: DD = SURVEY DISK
 DG9952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9952_STAMPING: 3602 M 2003
 DG9952_MARK LOGO: MNDT  
 DG9952_PROJECTION: RECESSED 5 CENTIMETERS
 DG9952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9952+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 DG9952_ROD/PIPE-DEPTH:  7.6 meters
 DG9952
 DG9952  HISTORY     - Date     Condition        Report By
 DG9952  HISTORY     - 2003     MONUMENTED       MNDT
 DG9952  HISTORY     - 20030917 GOOD             MNDT
 DG9952
 DG9952                          STATION DESCRIPTION
 DG9952
 DG9952'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9952'THE MARK IS LOCATED 11 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MILE
 DG9952'POINT 165.65. 11.25 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DG9952'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46 IN NORTHOME, THE MARK IS 25.8
 DG9952'FEET NORTH OF TRUNK HIGHWAY 1, 15.6 FEET WEST OF ENTRANCE, 3.0 FEET E
 DG9952'AST OF WITNESS POST.
 DG9952
 DG9952                          STATION RECOVERY (2003)
 DG9952
 DG9952'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9953 ***********************************************************************
 DG9953  DESIGNATION -  3602 N
 DG9953  PID         -  DG9953
 DG9953  STATE/COUNTY-  MN/KOOCHICHING
 DG9953  COUNTRY     -  US
 DG9953  USGS QUAD   -  MIZPAH NE (1971)
 DG9953
 DG9953                         *CURRENT SURVEY CONTROL
 DG9953  ______________________________________________________________________
 DG9953* NAD 83(2007) POSITION- 47 52 33.85767(N) 094 01 18.33500(W)   ADJUSTED  
 DG9953* NAD 83(2007) ELLIP HT-   379.513 (meters)        (02/10/07)   ADJUSTED
 DG9953* NAD 83(2007) EPOCH   -  2002.00
 DG9953* NAVD 88 ORTHO HEIGHT -   408.296  (meters)    1339.55  (feet) ADJUSTED  
 DG9953  ______________________________________________________________________
 DG9953  NAD 83(2007) X  -   -300,614.197 (meters)                     COMP
 DG9953  NAD 83(2007) Y  - -4,275,647.703 (meters)                     COMP
 DG9953  NAD 83(2007) Z  -  4,707,926.466 (meters)                     COMP
 DG9953  LAPLACE CORR    -         -3.53  (seconds)                    DEFLEC09
 DG9953  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DG9953  DYNAMIC HEIGHT  -        408.364 (meters)     1339.77  (feet) COMP
 DG9953  MODELED GRAVITY -    980,764.0   (mgal)                       NAVD 88
 DG9953
 DG9953  VERT ORDER      -  SECOND    CLASS I
 DG9953
 DG9953  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9953  Type                                         Horiz  Ellip  Dist(km)
 DG9953  -------------------------------------------------------------------
 DG9953  NETWORK                                       0.98   1.18
 DG9953  -------------------------------------------------------------------
 DG9953  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.73   0.92      2.26
 DG9953  -------------------------------------------------------------------
 DG9953  NOTE: Click here for information on individual local accuracy
 DG9953  values and other accuracy information.
 DG9953
 DG9953
 DG9953.The horizontal coordinates were established by GPS observations
 DG9953.and adjusted by the National Geodetic Survey in February 2007.
 DG9953
 DG9953.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9953.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9953
 DG9953.The horizontal coordinates are valid at the epoch date displayed above
 DG9953.which is a decimal equivalence of Year/Month/Day.
 DG9953
 DG9953.The orthometric height was determined by differential leveling and
 DG9953.adjusted in May 2009.
 DG9953
 DG9953.Photographs are available for this station.
 DG9953
 DG9953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9953
 DG9953.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9953
 DG9953.The ellipsoidal height was determined by GPS observations
 DG9953.and is referenced to NAD 83.
 DG9953
 DG9953.The dynamic height is computed by dividing the NAVD 88
 DG9953.geopotential number by the normal gravity value computed on the
 DG9953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9953.degrees latitude (g = 980.6199 gals.).
 DG9953
 DG9953.The modeled gravity was interpolated from observed gravity values.
 DG9953
 DG9953. The following values were computed from the NAD 83(2007) position.
 DG9953
 DG9953;                    North         East     Units Scale Factor Converg.
 DG9953;SPC MN N     -   253,393.585   731,057.092   MT  0.99990307   -0 40 59.6
 DG9953;SPC MN N     -   831,342.12  2,398,476.48   sFT  0.99990307   -0 40 59.6
 DG9953;UTM  15      - 5,303,031.534   423,599.357   MT  0.99967172   -0 45 28.3
 DG9953
 DG9953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9953!SPC MN N     -   0.99994052  x   0.99990307  =   0.99984360
 DG9953!UTM  15      -   0.99994052  x   0.99967172  =   0.99961226
 DG9953
 DG9953                          SUPERSEDED SURVEY CONTROL
 DG9953
 DG9953  NAD 83(1996)-  47 52 33.85756(N)    094 01 18.33477(W) AD(       ) 1
 DG9953  ELLIP H (04/01/05)  379.518  (m)                       GP(       ) 4 1
 DG9953  NAVD 88 (04/01/05)  408.30   (m)         1339.6    (f) LEVELING    3  
 DG9953
 DG9953.Superseded values are not recommended for survey control.
 DG9953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9953.See file dsdata.txt to determine how the superseded data were derived.
 DG9953
 DG9953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP2359903031(NAD 83)
 DG9953
 DG9953_MARKER: DD = SURVEY DISK
 DG9953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9953_STAMPING: 3602 N 2003
 DG9953_MARK LOGO: MNDT  
 DG9953_PROJECTION: RECESSED 5 CENTIMETERS
 DG9953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9953+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 DG9953_ROD/PIPE-DEPTH:  6.1 meters
 DG9953
 DG9953  HISTORY     - Date     Condition        Report By
 DG9953  HISTORY     - 2003     MONUMENTED       MNDT
 DG9953  HISTORY     - 20030917 GOOD             MNDT
 DG9953
 DG9953                          STATION DESCRIPTION
 DG9953
 DG9953'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9953'THE MARK IS LOCATED 12 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY MILEPO
 DG9953'INT 166.70. 12.3 MILES EAST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WI
 DG9953'TH TRUNK HIGWAY 46 IN NORTHOME, THE MARK IS 64.6 FEET SOUTH OF TRUNK H
 DG9953'IGHWAY 1, 82.2 FEET EAST OF EXTENDED DRIVEWAY, 29.7 FEET NORTH OF POWE
 DG9953'R POLE, 3.0 FEET WEST OF WITNESS POST.
 DG9953
 DG9953                          STATION RECOVERY (2003)
 DG9953
 DG9953'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9953'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9954 ***********************************************************************
 DG9954  DESIGNATION -  3602 P
 DG9954  PID         -  DG9954
 DG9954  STATE/COUNTY-  MN/KOOCHICHING
 DG9954  COUNTRY     -  US
 DG9954  USGS QUAD   -  WILDWOOD (1971)
 DG9954
 DG9954                         *CURRENT SURVEY CONTROL
 DG9954  ______________________________________________________________________
 DG9954* NAD 83(2007) POSITION- 47 52 35.07839(N) 093 58 20.06154(W)   ADJUSTED  
 DG9954* NAD 83(2007) ELLIP HT-   376.272 (meters)        (02/10/07)   ADJUSTED
 DG9954* NAD 83(2007) EPOCH   -  2002.00
 DG9954* NAVD 88 ORTHO HEIGHT -   405.102  (meters)    1329.07  (feet) ADJUSTED  
 DG9954  ______________________________________________________________________
 DG9954  NAD 83(2007) X  -   -296,916.580 (meters)                     COMP
 DG9954  NAD 83(2007) Y  - -4,275,875.858 (meters)                     COMP
 DG9954  NAD 83(2007) Z  -  4,707,949.352 (meters)                     COMP
 DG9954  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC09
 DG9954  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 DG9954  DYNAMIC HEIGHT  -        405.167 (meters)     1329.29  (feet) COMP
 DG9954  MODELED GRAVITY -    980,761.6   (mgal)                       NAVD 88
 DG9954
 DG9954  VERT ORDER      -  SECOND    CLASS I
 DG9954
 DG9954  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9954  Type                                         Horiz  Ellip  Dist(km)
 DG9954  -------------------------------------------------------------------
 DG9954  NETWORK                                       0.69   1.06
 DG9954  -------------------------------------------------------------------
 DG9954  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.92      2.65
 DG9954  -------------------------------------------------------------------
 DG9954  NOTE: Click here for information on individual local accuracy
 DG9954  values and other accuracy information.
 DG9954
 DG9954
 DG9954.The horizontal coordinates were established by GPS observations
 DG9954.and adjusted by the National Geodetic Survey in February 2007.
 DG9954
 DG9954.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9954.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9954
 DG9954.The horizontal coordinates are valid at the epoch date displayed above
 DG9954.which is a decimal equivalence of Year/Month/Day.
 DG9954
 DG9954.The orthometric height was determined by differential leveling and
 DG9954.adjusted in May 2009.
 DG9954
 DG9954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9954
 DG9954.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9954
 DG9954.The ellipsoidal height was determined by GPS observations
 DG9954.and is referenced to NAD 83.
 DG9954
 DG9954.The dynamic height is computed by dividing the NAVD 88
 DG9954.geopotential number by the normal gravity value computed on the
 DG9954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9954.degrees latitude (g = 980.6199 gals.).
 DG9954
 DG9954.The modeled gravity was interpolated from observed gravity values.
 DG9954
 DG9954. The following values were computed from the NAD 83(2007) position.
 DG9954
 DG9954;                    North         East     Units Scale Factor Converg.
 DG9954;SPC MN N     -   253,388.301   734,761.228   MT  0.99990307   -0 38 47.5
 DG9954;SPC MN N     -   831,324.78  2,410,629.13   sFT  0.99990307   -0 38 47.5
 DG9954;UTM  15      - 5,303,021.428   427,302.614   MT  0.99966494   -0 43 16.1
 DG9954
 DG9954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9954!SPC MN N     -   0.99994103  x   0.99990307  =   0.99984410
 DG9954!UTM  15      -   0.99994103  x   0.99966494  =   0.99960599
 DG9954
 DG9954                          SUPERSEDED SURVEY CONTROL
 DG9954
 DG9954  NAD 83(1996)-  47 52 35.07835(N)    093 58 20.06136(W) AD(       ) 1
 DG9954  ELLIP H (04/01/05)  376.270  (m)                       GP(       ) 4 1
 DG9954  NAVD 88 (04/01/05)  405.10   (m)         1329.1    (f) LEVELING    3  
 DG9954
 DG9954.Superseded values are not recommended for survey control.
 DG9954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9954.See file dsdata.txt to determine how the superseded data were derived.
 DG9954
 DG9954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP2730203021(NAD 83)
 DG9954
 DG9954_MARKER: DD = SURVEY DISK
 DG9954_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9954_STAMPING: 3602 P 2003
 DG9954_MARK LOGO: MNDT  
 DG9954_PROJECTION: RECESSED 3 CENTIMETERS
 DG9954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9954+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2003
 DG9954_ROD/PIPE-DEPTH:  6.1 meters
 DG9954
 DG9954  HISTORY     - Date     Condition        Report By
 DG9954  HISTORY     - 2003     MONUMENTED       MNDT
 DG9954  HISTORY     - 20030923 GOOD             MNDT
 DG9954
 DG9954                          STATION DESCRIPTION
 DG9954
 DG9954'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9954'THE MARK IS LOCATED 14.5 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MI
 DG9954'LEPOINT 169.0. 14.6 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION
 DG9954'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46, THE MARK IS 50.9 FEET NORTH
 DG9954'OF TRUNK HIGHWAY 1, 14.3 FEET EAST OF DRIVEWAY, 191.0 FEET WEST OF COU
 DG9954'NTY ROAD 27, 2.3 FEET NORTH OF WITNESS POST
 DG9954
 DG9954                          STATION RECOVERY (2003)
 DG9954
 DG9954'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9954'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9955 ***********************************************************************
 DG9955  DESIGNATION -  3602 Q
 DG9955  PID         -  DG9955
 DG9955  STATE/COUNTY-  MN/KOOCHICHING
 DG9955  COUNTRY     -  US
 DG9955  USGS QUAD   -  WILDWOOD (1971)
 DG9955
 DG9955                         *CURRENT SURVEY CONTROL
 DG9955  ______________________________________________________________________
 DG9955* NAD 83(2007) POSITION- 47 52 32.49407(N) 093 53 05.79512(W)   ADJUSTED  
 DG9955* NAD 83(2007) ELLIP HT-   373.985 (meters)        (02/10/07)   ADJUSTED
 DG9955* NAD 83(2007) EPOCH   -  2002.00
 DG9955* NAVD 88 ORTHO HEIGHT -   402.928  (meters)    1321.94  (feet) ADJUSTED  
 DG9955  ______________________________________________________________________
 DG9955  NAD 83(2007) X  -   -290,405.392 (meters)                     COMP
 DG9955  NAD 83(2007) Y  - -4,276,380.817 (meters)                     COMP
 DG9955  NAD 83(2007) Z  -  4,707,894.116 (meters)                     COMP
 DG9955  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC09
 DG9955  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DG9955  DYNAMIC HEIGHT  -        402.993 (meters)     1322.15  (feet) COMP
 DG9955  MODELED GRAVITY -    980,760.9   (mgal)                       NAVD 88
 DG9955
 DG9955  VERT ORDER      -  SECOND    CLASS I
 DG9955
 DG9955  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9955  Type                                         Horiz  Ellip  Dist(km)
 DG9955  -------------------------------------------------------------------
 DG9955  NETWORK                                       0.71   1.04
 DG9955  -------------------------------------------------------------------
 DG9955  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.34   0.54      3.48
 DG9955  -------------------------------------------------------------------
 DG9955  NOTE: Click here for information on individual local accuracy
 DG9955  values and other accuracy information.
 DG9955
 DG9955
 DG9955.The horizontal coordinates were established by GPS observations
 DG9955.and adjusted by the National Geodetic Survey in February 2007.
 DG9955
 DG9955.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9955.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9955
 DG9955.The horizontal coordinates are valid at the epoch date displayed above
 DG9955.which is a decimal equivalence of Year/Month/Day.
 DG9955
 DG9955.The orthometric height was determined by differential leveling and
 DG9955.adjusted in May 2009.
 DG9955
 DG9955.Photographs are available for this station.
 DG9955
 DG9955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9955
 DG9955.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9955
 DG9955.The ellipsoidal height was determined by GPS observations
 DG9955.and is referenced to NAD 83.
 DG9955
 DG9955.The dynamic height is computed by dividing the NAVD 88
 DG9955.geopotential number by the normal gravity value computed on the
 DG9955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9955.degrees latitude (g = 980.6199 gals.).
 DG9955
 DG9955.The modeled gravity was interpolated from observed gravity values.
 DG9955
 DG9955. The following values were computed from the NAD 83(2007) position.
 DG9955
 DG9955;                    North         East     Units Scale Factor Converg.
 DG9955;SPC MN N     -   253,238.506   741,289.466   MT  0.99990306   -0 34 54.5
 DG9955;SPC MN N     -   830,833.33  2,432,047.19   sFT  0.99990306   -0 34 54.5
 DG9955;UTM  15      - 5,302,863.172   433,829.059   MT  0.99965380   -0 39 23.0
 DG9955
 DG9955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9955!SPC MN N     -   0.99994139  x   0.99990306  =   0.99984445
 DG9955!UTM  15      -   0.99994139  x   0.99965380  =   0.99959521
 DG9955
 DG9955                          SUPERSEDED SURVEY CONTROL
 DG9955
 DG9955  NAD 83(1996)-  47 52 32.49402(N)    093 53 05.79498(W) AD(       ) 1
 DG9955  ELLIP H (04/01/05)  373.979  (m)                       GP(       ) 4 1
 DG9955  NAVD 88 (04/01/05)  402.93   (m)         1321.9    (f) LEVELING    3  
 DG9955
 DG9955.Superseded values are not recommended for survey control.
 DG9955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9955.See file dsdata.txt to determine how the superseded data were derived.
 DG9955
 DG9955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP3382902863(NAD 83)
 DG9955
 DG9955_MARKER: DD = SURVEY DISK
 DG9955_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9955_STAMPING: 3602 Q 2003
 DG9955_MARK LOGO: MNDT  
 DG9955_PROJECTION: RECESSED 5 CENTIMETERS
 DG9955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9955+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 DG9955_ROD/PIPE-DEPTH:  7.6 meters
 DG9955
 DG9955  HISTORY     - Date     Condition        Report By
 DG9955  HISTORY     - 20030923 MONUMENTED       MNDT
 DG9955  HISTORY     - 20030923 GOOD             MNDT
 DG9955  HISTORY     - 20091202 GOOD             MNDT
 DG9955
 DG9955                          STATION DESCRIPTION
 DG9955
 DG9955'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9955'THE MARK IS LOCATED 19 MILES EAST OF NORTHOME,  AT TRUNK HIGHWAY 1 MIL
 DG9955'EPOINT 173.05. 18.65 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTIO
 DG9955'N OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46, THE MARK IS 59.8 FEET SOUTH
 DG9955'OF TRUNK HIGHWAY 1, 125.0 FEET WEST OF POWER POLE, 1.1 FEET NORTH OF
 DG9955'WITNESS POST.
 DG9955
 DG9955                          STATION RECOVERY (2003)
 DG9955
 DG9955'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9955'RECOVERED AS DESCRIBED.
 DG9955
 DG9955                          STATION RECOVERY (2009)
 DG9955
 DG9955'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DRB)
 DG9955'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG9955'THE MARK IS 19.0 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MILEPOINT
 DG9955'173.05. 18.65 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF
 DG9955'TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46, 59.8 FEET SOUTH OF TRUNK HIGHWAY
 DG9955'1, 125.0 FEET WEST OF POWER POLE, 1.1 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9956 ***********************************************************************
 DG9956  DESIGNATION -  3602 R
 DG9956  PID         -  DG9956
 DG9956  STATE/COUNTY-  MN/KOOCHICHING
 DG9956  COUNTRY     -  US
 DG9956  USGS QUAD   -  WILDWOOD NE (1971)
 DG9956
 DG9956                         *CURRENT SURVEY CONTROL
 DG9956  ______________________________________________________________________
 DG9956* NAD 83(2007) POSITION- 47 52 30.58968(N) 093 48 37.47930(W)   ADJUSTED  
 DG9956* NAD 83(2007) ELLIP HT-   371.872 (meters)        (02/10/07)   ADJUSTED
 DG9956* NAD 83(2007) EPOCH   -  2002.00
 DG9956* NAVD 88 ORTHO HEIGHT -   400.934  (meters)    1315.40  (feet) ADJUSTED  
 DG9956  ______________________________________________________________________
 DG9956  NAD 83(2007) X  -   -284,845.101 (meters)                     COMP
 DG9956  NAD 83(2007) Y  - -4,276,797.084 (meters)                     COMP
 DG9956  NAD 83(2007) Z  -  4,707,853.094 (meters)                     COMP
 DG9956  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC09
 DG9956  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DG9956  DYNAMIC HEIGHT  -        401.000 (meters)     1315.61  (feet) COMP
 DG9956  MODELED GRAVITY -    980,763.8   (mgal)                       NAVD 88
 DG9956
 DG9956  VERT ORDER      -  SECOND    CLASS I
 DG9956
 DG9956  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG9956  Type                                         Horiz  Ellip  Dist(km)
 DG9956  -------------------------------------------------------------------
 DG9956  NETWORK                                       0.74   1.04
 DG9956  -------------------------------------------------------------------
 DG9956  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.59      3.23
 DG9956  -------------------------------------------------------------------
 DG9956  NOTE: Click here for information on individual local accuracy
 DG9956  values and other accuracy information.
 DG9956
 DG9956
 DG9956.The horizontal coordinates were established by GPS observations
 DG9956.and adjusted by the National Geodetic Survey in February 2007.
 DG9956
 DG9956.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9956.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9956
 DG9956.The horizontal coordinates are valid at the epoch date displayed above
 DG9956.which is a decimal equivalence of Year/Month/Day.
 DG9956
 DG9956.The orthometric height was determined by differential leveling and
 DG9956.adjusted in May 2009.
 DG9956
 DG9956.Photographs are available for this station.
 DG9956
 DG9956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9956
 DG9956.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9956
 DG9956.The ellipsoidal height was determined by GPS observations
 DG9956.and is referenced to NAD 83.
 DG9956
 DG9956.The dynamic height is computed by dividing the NAVD 88
 DG9956.geopotential number by the normal gravity value computed on the
 DG9956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9956.degrees latitude (g = 980.6199 gals.).
 DG9956
 DG9956.The modeled gravity was interpolated from observed gravity values.
 DG9956
 DG9956. The following values were computed from the NAD 83(2007) position.
 DG9956
 DG9956;                    North         East     Units Scale Factor Converg.
 DG9956;SPC MN N     -   253,125.774   746,863.462   MT  0.99990306   -0 31 35.7
 DG9956;SPC MN N     -   830,463.48  2,450,334.54   sFT  0.99990306   -0 31 35.7
 DG9956;UTM  15      - 5,302,743.220   439,401.490   MT  0.99964512   -0 36 03.9
 DG9956
 DG9956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9956!SPC MN N     -   0.99994172  x   0.99990306  =   0.99984478
 DG9956!UTM  15      -   0.99994172  x   0.99964512  =   0.99958686
 DG9956
 DG9956                          SUPERSEDED SURVEY CONTROL
 DG9956
 DG9956  NAD 83(1996)-  47 52 30.58964(N)    093 48 37.47918(W) AD(       ) 1
 DG9956  ELLIP H (04/01/05)  371.864  (m)                       GP(       ) 4 1
 DG9956  NAVD 88 (04/01/05)  400.93   (m)         1315.4    (f) LEVELING    3  
 DG9956
 DG9956.Superseded values are not recommended for survey control.
 DG9956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9956.See file dsdata.txt to determine how the superseded data were derived.
 DG9956
 DG9956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP3940102743(NAD 83)
 DG9956
 DG9956_MARKER: DD = SURVEY DISK
 DG9956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9956_STAMPING: 3602 R 2003
 DG9956_MARK LOGO: MNDT  
 DG9956_PROJECTION: RECESSED 10 CENTIMETERS
 DG9956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9956+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 DG9956_ROD/PIPE-DEPTH:  4.6 meters
 DG9956
 DG9956  HISTORY     - Date     Condition        Report By
 DG9956  HISTORY     - 2003     MONUMENTED       MNDT
 DG9956  HISTORY     - 20030923 GOOD             MNDT
 DG9956  HISTORY     - 20050525 GOOD             MNDT
 DG9956
 DG9956                          STATION DESCRIPTION
 DG9956
 DG9956'DESCRIBED BY MN DEPT OF TRANSP 2003
 DG9956'THE MARK IS LOCATED 22 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1 MILE
 DG9956'POINT 176.60. 22.2  MILES EAST OF THE JUNCTION OF TRUNK HIGHWAY 1 AND
 DG9956'TRUNK HIGHWAY 46,  THE MARK IS 71.9  FEET SOUTH OF TRUNK HIGHWAY 1,
 DG9956'6.0 FEET EAST OF UTILITY POLE, 0.9 FOOT EAST OF WITNESS  POST.  ROD
 DG9956'DEPTH IS 15 FEET.  RECESSED 4 INCHES.
 DG9956
 DG9956                          STATION RECOVERY (2003)
 DG9956
 DG9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DG9956'RECOVERED AS DESCRIBED.
 DG9956
 DG9956                          STATION RECOVERY (2005)
 DG9956
 DG9956'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG9956'THE MARK IS LOCATED 22 MILES EAST OF NORTHOME, AT TRUNK HIGHWAY 1
 DG9956'MILEPOINT 176.60. 22.2 MILES EAST ALONG TRUNK HIGHWAY 1 FROM THE
 DG9956'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 46,  THE MARK IS 71.9
 DG9956'FEET SOUTH OF TRUNK HIGHWAY 1, 6.0 FEET EAST OF POWER POLE, 0.9 FEET
 DG9956'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3211 ***********************************************************************
 DI3211  DESIGNATION -  3603 A
 DI3211  PID         -  DI3211
 DI3211  STATE/COUNTY-  MN/KOOCHICHING
 DI3211  COUNTRY     -  US
 DI3211  USGS QUAD   -  WILDWOOD NE (1971)
 DI3211
 DI3211                         *CURRENT SURVEY CONTROL
 DI3211  ______________________________________________________________________
 DI3211* NAD 83(1986) POSITION- 47 54 05.18   (N) 093 46 01.39   (W)   HD_HELD1  
 DI3211* NAVD 88 ORTHO HEIGHT -   394.215  (meters)    1293.35  (feet) ADJUSTED  
 DI3211  ______________________________________________________________________
 DI3211  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 DI3211  DYNAMIC HEIGHT  -        394.280 (meters)     1293.57  (feet) COMP
 DI3211  MODELED GRAVITY -    980,766.5   (mgal)                       NAVD 88
 DI3211
 DI3211  VERT ORDER      -  SECOND    CLASS I
 DI3211
 DI3211.The horizontal coordinates were established by differentially corrected
 DI3211.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3211.
 DI3211.The orthometric height was determined by differential leveling and
 DI3211.adjusted in May 2007.
 DI3211
 DI3211.The dynamic height is computed by dividing the NAVD 88
 DI3211.geopotential number by the normal gravity value computed on the
 DI3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3211.degrees latitude (g = 980.6199 gals.).
 DI3211
 DI3211.The modeled gravity was interpolated from observed gravity values.
 DI3211
 DI3211;                    North         East    Units  Estimated Accuracy
 DI3211;SPC MN N     -   256,018.0     750,131.6     MT  (+/- 3 meters HH1 GPS) 
 DI3211
 DI3211                          SUPERSEDED SURVEY CONTROL
 DI3211
 DI3211.No superseded survey control is available for this station.
 DI3211
 DI3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4267205630(NAD 83)
 DI3211
 DI3211_MARKER: DD = SURVEY DISK
 DI3211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3211_STAMPING: 3603 A 2005
 DI3211_MARK LOGO: MNDT  
 DI3211_PROJECTION: FLUSH
 DI3211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3211+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3211_ROD/PIPE-DEPTH:  4.6 meters
 DI3211
 DI3211  HISTORY     - Date     Condition        Report By
 DI3211  HISTORY     - 2005     MONUMENTED       MNDT
 DI3211
 DI3211                          STATION DESCRIPTION
 DI3211
 DI3211'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3211'22.0 MILES SOUTH OF BIG FALLS, 23.35 MILES SOUTH ALONG TRUNK HIGHWAY 6
 DI3211'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 71 IN BIG
 DI3211'FALLS, AT TRUNK HIGHWAY 6 MILEPOINT 130.3, 51.6 FEET WEST-NORTHWEST OF
 DI3211'TRUNK HIGHWAY 6, 25.4 FEET NORTH-NORTHEAST OF ENTRANCE, 1.0 FEET
 DI3211'WEST-NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3212 ***********************************************************************
 DI3212  DESIGNATION -  3603 B
 DI3212  PID         -  DI3212
 DI3212  STATE/COUNTY-  MN/KOOCHICHING
 DI3212  COUNTRY     -  US
 DI3212  USGS QUAD   -  WILDWOOD NE (1971)
 DI3212
 DI3212                         *CURRENT SURVEY CONTROL
 DI3212  ______________________________________________________________________
 DI3212* NAD 83(1986) POSITION- 47 55 14.25   (N) 093 45 36.16   (W)   HD_HELD1  
 DI3212* NAVD 88 ORTHO HEIGHT -   388.055  (meters)    1273.14  (feet) ADJUSTED  
 DI3212  ______________________________________________________________________
 DI3212  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 DI3212  DYNAMIC HEIGHT  -        388.120 (meters)     1273.36  (feet) COMP
 DI3212  MODELED GRAVITY -    980,767.4   (mgal)                       NAVD 88
 DI3212
 DI3212  VERT ORDER      -  SECOND    CLASS I
 DI3212
 DI3212.The horizontal coordinates were established by differentially corrected
 DI3212.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3212.
 DI3212.The orthometric height was determined by differential leveling and
 DI3212.adjusted in May 2007.
 DI3212
 DI3212.The dynamic height is computed by dividing the NAVD 88
 DI3212.geopotential number by the normal gravity value computed on the
 DI3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3212.degrees latitude (g = 980.6199 gals.).
 DI3212
 DI3212.The modeled gravity was interpolated from observed gravity values.
 DI3212
 DI3212;                    North         East    Units  Estimated Accuracy
 DI3212;SPC MN N     -   258,146.5     750,673.8     MT  (+/- 3 meters HH1 GPS) 
 DI3212
 DI3212                          SUPERSEDED SURVEY CONTROL
 DI3212
 DI3212.No superseded survey control is available for this station.
 DI3212
 DI3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4321707757(NAD 83)
 DI3212
 DI3212_MARKER: DD = SURVEY DISK
 DI3212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3212_STAMPING: 3603 B 2005
 DI3212_MARK LOGO: MNDT  
 DI3212_PROJECTION: FLUSH
 DI3212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3212+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3212_ROD/PIPE-DEPTH:  4.3 meters
 DI3212
 DI3212  HISTORY     - Date     Condition        Report By
 DI3212  HISTORY     - 2005     MONUMENTED       MNDT
 DI3212
 DI3212                          STATION DESCRIPTION
 DI3212
 DI3212'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3212'21.0 MILES SOUTH OF BIG FALLS, 21.95 MILES SOUTH ALONG TRUNK HIGHWAY 6
 DI3212'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 71 IN BIG
 DI3212'FALLS, AT TRUNK HIGHWAY 6 MILEPOINT 131.7, 46.0 FEET EAST-SOUTHEAST OF
 DI3212'TRUNK HIGHWAY 6, 12.3 FEET SOUTH-SOUTHWEST OF ENTRANCE, 1.0 FEET WEST
 DI3212'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3213 ***********************************************************************
 DI3213  DESIGNATION -  3603 C
 DI3213  PID         -  DI3213
 DI3213  STATE/COUNTY-  MN/KOOCHICHING
 DI3213  COUNTRY     -  US
 DI3213  USGS QUAD   -  WILDWOOD NE (1971)
 DI3213
 DI3213                         *CURRENT SURVEY CONTROL
 DI3213  ______________________________________________________________________
 DI3213* NAD 83(1986) POSITION- 47 55 55.28   (N) 093 45 28.75   (W)   HD_HELD1  
 DI3213* NAVD 88 ORTHO HEIGHT -   385.749  (meters)    1265.58  (feet) ADJUSTED  
 DI3213  ______________________________________________________________________
 DI3213  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DI3213  DYNAMIC HEIGHT  -        385.814 (meters)     1265.79  (feet) COMP
 DI3213  MODELED GRAVITY -    980,768.3   (mgal)                       NAVD 88
 DI3213
 DI3213  VERT ORDER      -  SECOND    CLASS I
 DI3213
 DI3213.The horizontal coordinates were established by differentially corrected
 DI3213.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3213.
 DI3213.The orthometric height was determined by differential leveling and
 DI3213.adjusted in May 2007.
 DI3213
 DI3213.The dynamic height is computed by dividing the NAVD 88
 DI3213.geopotential number by the normal gravity value computed on the
 DI3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3213.degrees latitude (g = 980.6199 gals.).
 DI3213
 DI3213.The modeled gravity was interpolated from observed gravity values.
 DI3213
 DI3213;                    North         East    Units  Estimated Accuracy
 DI3213;SPC MN N     -   259,412.2     750,838.4     MT  (+/- 3 meters HH1 GPS) 
 DI3213
 DI3213                          SUPERSEDED SURVEY CONTROL
 DI3213
 DI3213.No superseded survey control is available for this station.
 DI3213
 DI3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4338309022(NAD 83)
 DI3213
 DI3213_MARKER: DD = SURVEY DISK
 DI3213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3213_STAMPING: 3603 C 2005
 DI3213_MARK LOGO: MNDT  
 DI3213_PROJECTION: FLUSH
 DI3213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3213+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3213_ROD/PIPE-DEPTH:  4.6 meters
 DI3213
 DI3213  HISTORY     - Date     Condition        Report By
 DI3213  HISTORY     - 2005     MONUMENTED       MNDT
 DI3213
 DI3213                          STATION DESCRIPTION
 DI3213
 DI3213'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3213'20.0 MILES SOUTH OF BIG FALLS, 21.15 MILES SOUTH ALONG TRUNK HIGHWAY 6
 DI3213'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 71 IN BIG
 DI3213'FALLS, AT TRUNK HIGHWAY 6 MILEPOINT 132.5, 31.8 FEET EAST-SOUTHEAST OF
 DI3213'TRUNK HIGHWAY 6, 14.0 FEET SOUTH OF ENTRANCE, 1.0 FEET NORTH OF
 DI3213'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3214 ***********************************************************************
 DI3214  DESIGNATION -  3603 D
 DI3214  PID         -  DI3214
 DI3214  STATE/COUNTY-  MN/KOOCHICHING
 DI3214  COUNTRY     -  US
 DI3214  USGS QUAD   -  WILDWOOD NE (1971)
 DI3214
 DI3214                         *CURRENT SURVEY CONTROL
 DI3214  ______________________________________________________________________
 DI3214* NAD 83(1986) POSITION- 47 56 41.97   (N) 093 45 22.27   (W)   HD_HELD1  
 DI3214* NAVD 88 ORTHO HEIGHT -   382.693  (meters)    1255.55  (feet) ADJUSTED  
 DI3214  ______________________________________________________________________
 DI3214  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DI3214  DYNAMIC HEIGHT  -        382.758 (meters)     1255.77  (feet) COMP
 DI3214  MODELED GRAVITY -    980,769.4   (mgal)                       NAVD 88
 DI3214
 DI3214  VERT ORDER      -  SECOND    CLASS I
 DI3214
 DI3214.The horizontal coordinates were established by differentially corrected
 DI3214.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3214.
 DI3214.The orthometric height was determined by differential leveling and
 DI3214.adjusted in May 2007.
 DI3214
 DI3214.The dynamic height is computed by dividing the NAVD 88
 DI3214.geopotential number by the normal gravity value computed on the
 DI3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3214.degrees latitude (g = 980.6199 gals.).
 DI3214
 DI3214.The modeled gravity was interpolated from observed gravity values.
 DI3214
 DI3214;                    North         East    Units  Estimated Accuracy
 DI3214;SPC MN N     -   260,853.0     750,985.1     MT  (+/- 3 meters HH1 GPS) 
 DI3214
 DI3214                          SUPERSEDED SURVEY CONTROL
 DI3214
 DI3214.No superseded survey control is available for this station.
 DI3214
 DI3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4353210462(NAD 83)
 DI3214
 DI3214_MARKER: DD = SURVEY DISK
 DI3214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3214_STAMPING: 3603 D 2005
 DI3214_MARK LOGO: MNDT  
 DI3214_PROJECTION: FLUSH
 DI3214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3214+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3214_ROD/PIPE-DEPTH:  4.6 meters
 DI3214
 DI3214  HISTORY     - Date     Condition        Report By
 DI3214  HISTORY     - 2005     MONUMENTED       MNDT
 DI3214
 DI3214                          STATION DESCRIPTION
 DI3214
 DI3214'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3214'19.0 MILES SOUTH OF BIG FALLS, 20.2 MILES SOUTH ALONG TRUNK HIGHWAY 6
 DI3214'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 71 IN BIG
 DI3214'FALLS, AT TRUNK HIGHWAY 6 MILEPOINT 133.4, 52.8 FEET WEST-NORTHWEST OF
 DI3214'TRUNK HIGHWAY 6, 18.5 FEET SOUTH OF CALDWELL FOREST ROAD, 1.0 FEET
 DI3214'EAST-SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3216 ***********************************************************************
 DI3216  DESIGNATION -  3603 E
 DI3216  PID         -  DI3216
 DI3216  STATE/COUNTY-  MN/KOOCHICHING
 DI3216  COUNTRY     -  US
 DI3216  USGS QUAD   -  WILDWOOD NE (1971)
 DI3216
 DI3216                         *CURRENT SURVEY CONTROL
 DI3216  ______________________________________________________________________
 DI3216* NAD 83(1986) POSITION- 47 57 11.8    (N) 093 45 15.0    (W)   HD_HELD2  
 DI3216* NAVD 88 ORTHO HEIGHT -   378.733  (meters)    1242.56  (feet) ADJUSTED  
 DI3216  ______________________________________________________________________
 DI3216  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 DI3216  DYNAMIC HEIGHT  -        378.797 (meters)     1242.77  (feet) COMP
 DI3216  MODELED GRAVITY -    980,770.1   (mgal)                       NAVD 88
 DI3216
 DI3216  VERT ORDER      -  SECOND    CLASS I
 DI3216
 DI3216.The horizontal coordinates were established by autonomous hand held GPS
 DI3216.observations and have an estimated accuracy of +/- 10 meters.
 DI3216.
 DI3216.The orthometric height was determined by differential leveling and
 DI3216.adjusted in May 2007.
 DI3216
 DI3216.The dynamic height is computed by dividing the NAVD 88
 DI3216.geopotential number by the normal gravity value computed on the
 DI3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3216.degrees latitude (g = 980.6199 gals.).
 DI3216
 DI3216.The modeled gravity was interpolated from observed gravity values.
 DI3216
 DI3216;                    North         East    Units  Estimated Accuracy
 DI3216;SPC MN N     -   261,773.      751,144.      MT  (+/- 10 meters HH2 GPS)
 DI3216
 DI3216                          SUPERSEDED SURVEY CONTROL
 DI3216
 DI3216.No superseded survey control is available for this station.
 DI3216
 DI3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP4369111382(NAD 83)
 DI3216
 DI3216_MARKER: DB = BENCH MARK DISK
 DI3216_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3216_SP_SET: BRIDGE ABUTMENT
 DI3216_STAMPING: 3603 E 2005
 DI3216_MARK LOGO: MNDT  
 DI3216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3216+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3216
 DI3216  HISTORY     - Date     Condition        Report By
 DI3216  HISTORY     - 2005     MONUMENTED       MNDT
 DI3216
 DI3216                          STATION DESCRIPTION
 DI3216
 DI3216'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3216'18.0 MILES SOUTH OF BIG FALLS, 19.7 MILES SOUTH ALONG TRUNK HIGHWAY 6
 DI3216'FROM THE JUNCTION OF TRUNK HIGHWAY 6 AND TRUNK HIGHWAY 71 IN BIG
 DI3216'FALLS, AT TRUNK HIGHWAY 6 MILEPOINT 133.95, IN THE ABUTMENT OF THE
 DI3216'SOUTHEAST CORNER OF TRUNK HIGHWAY 6 BRIDGE OVER BIG FORK RIVER, 24.1
 DI3216'FEET EAST OF TRUNK HIGHWAY 6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2155 ***********************************************************************
 DI2155  DESIGNATION -  3604 A
 DI2155  PID         -  DI2155
 DI2155  STATE/COUNTY-  MN/KOOCHICHING
 DI2155  COUNTRY     -  US
 DI2155  USGS QUAD   -  LOMAN (1970)
 DI2155
 DI2155                         *CURRENT SURVEY CONTROL
 DI2155  ______________________________________________________________________
 DI2155* NAD 83(1986) POSITION- 48 30 46.     (N) 093 47 55.     (W)   SCALED    
 DI2155* NAVD 88 ORTHO HEIGHT -   333.039  (meters)    1092.65  (feet) ADJUSTED  
 DI2155  ______________________________________________________________________
 DI2155  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 DI2155  DYNAMIC HEIGHT  -        333.115 (meters)     1092.89  (feet) COMP
 DI2155  MODELED GRAVITY -    980,828.5   (mgal)                       NAVD 88
 DI2155
 DI2155  VERT ORDER      -  SECOND    CLASS I
 DI2155
 DI2155.The horizontal coordinates were scaled from a topographic map and have
 DI2155.an estimated accuracy of +/- 6 seconds.
 DI2155.
 DI2155.The orthometric height was determined by differential leveling and
 DI2155.adjusted in December 2006.
 DI2155
 DI2155.Photographs are available for this station.
 DI2155
 DI2155.The dynamic height is computed by dividing the NAVD 88
 DI2155.geopotential number by the normal gravity value computed on the
 DI2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2155.degrees latitude (g = 980.6199 gals.).
 DI2155
 DI2155.The modeled gravity was interpolated from observed gravity values.
 DI2155
 DI2155;                    North         East    Units  Estimated Accuracy
 DI2155;SPC MN N     -   324,010.      748,390.      MT  (+/- 180 meters Scaled)
 DI2155
 DI2155                          SUPERSEDED SURVEY CONTROL
 DI2155
 DI2155.No superseded survey control is available for this station.
 DI2155
 DI2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP410736(NAD 83)
 DI2155
 DI2155_MARKER: DV = VERTICAL CONTROL DISK
 DI2155_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI2155_SP_SET: BRIDGE ABUTMENT
 DI2155_STAMPING: 3604 A 1987
 DI2155_MARK LOGO: MNDT  
 DI2155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI2155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI2155+SATELLITE: SATELLITE OBSERVATIONS - 1987
 DI2155
 DI2155  HISTORY     - Date     Condition        Report By
 DI2155  HISTORY     - 1987     MONUMENTED       MNDT
 DI2155
 DI2155                          STATION DESCRIPTION
 DI2155
 DI2155'DESCRIBED BY MN DEPT OF TRANSP 1987
 DI2155'IN LOMAN, AT TRUNK HIGHWAY 11 MILEPOINT 176.5, IN THE SOUTHEAST CORNER
 DI2155'OF TRUNK HIGHWAY 11 BRIDGE OVER BLACK RIVER, NO WITNESS POST SET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3987 ***********************************************************************
 AJ3987  DESIGNATION -  3604 B
 AJ3987  PID         -  AJ3987
 AJ3987  STATE/COUNTY-  MN/KOOCHICHING
 AJ3987  COUNTRY     -  US
 AJ3987  USGS QUAD   -  PELLAND (1970)
 AJ3987
 AJ3987                         *CURRENT SURVEY CONTROL
 AJ3987  ______________________________________________________________________
 AJ3987* NAD 83(1986) POSITION- 48 31 17.1    (N) 093 35 06.5    (W)   HD_HELD2  
 AJ3987* NAVD 88 ORTHO HEIGHT -   336.888  (meters)    1105.27  (feet) ADJUSTED  
 AJ3987  ______________________________________________________________________
 AJ3987  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 AJ3987  DYNAMIC HEIGHT  -        336.964 (meters)     1105.52  (feet) COMP
 AJ3987  MODELED GRAVITY -    980,826.6   (mgal)                       NAVD 88
 AJ3987
 AJ3987  VERT ORDER      -  SECOND    CLASS I
 AJ3987
 AJ3987.The horizontal coordinates were established by autonomous hand held GPS
 AJ3987.observations and have an estimated accuracy of +/- 10 meters.
 AJ3987.
 AJ3987.The orthometric height was determined by differential leveling and
 AJ3987.adjusted in June 2004.
 AJ3987
 AJ3987.Photographs are available for this station.
 AJ3987
 AJ3987.The dynamic height is computed by dividing the NAVD 88
 AJ3987.geopotential number by the normal gravity value computed on the
 AJ3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3987.degrees latitude (g = 980.6199 gals.).
 AJ3987
 AJ3987.The modeled gravity was interpolated from observed gravity values.
 AJ3987
 AJ3987;                    North         East    Units  Estimated Accuracy
 AJ3987;SPC MN N     -   324,848.      764,164.      MT  (+/- 10 meters HH2 GPS)
 AJ3987
 AJ3987                          SUPERSEDED SURVEY CONTROL
 AJ3987
 AJ3987.No superseded survey control is available for this station.
 AJ3987
 AJ3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5679374421(NAD 83)
 AJ3987
 AJ3987_MARKER: DV = VERTICAL CONTROL DISK
 AJ3987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3987_SP_SET: BRIDGE RAILING
 AJ3987_STAMPING: 3604 B 1998
 AJ3987_MARK LOGO: MNDT  
 AJ3987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3987+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1998
 AJ3987
 AJ3987  HISTORY     - Date     Condition        Report By
 AJ3987  HISTORY     - 1995     MONUMENTED       MNDT
 AJ3987  HISTORY     - 19980505 GOOD             MNDT
 AJ3987
 AJ3987                          STATION DESCRIPTION
 AJ3987
 AJ3987'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ3987'0.45 MI (0.72 KM) WEST OF PELLAND, IN BRDG RAILING AT SE COR OF BRDG
 AJ3987'NO 36022 (TH 11 OVER LITTLE FORK RIVER), 0.45 MI (0.72 KM) WEST ALONG
 AJ3987'TH 11 FROM JCT TH 11 AND TH 71 IN PELLAND, AT TH 11 MP 186.35, 20.5 FT
 AJ3987'(6.2 M) SOUTH OF TH 11, 1.6 FT (0.5 M) WEST OF EAST END OF BRDG RAIL,
 AJ3987'3 FT (0.9 M) ABOVE TH 11. NOTE--THE YEAR THE BENCH MARK WAS SET WAS
 AJ3987'NEVER STAMPED ON IT, SO WHEN IT WAS RECOVERED IN 1998, THE YEAR 1998
 AJ3987'WAS STAMPED ON IT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3988 ***********************************************************************
 AJ3988  DESIGNATION -  3604 C
 AJ3988  PID         -  AJ3988
 AJ3988  STATE/COUNTY-  MN/KOOCHICHING
 AJ3988  COUNTRY     -  US
 AJ3988  USGS QUAD   -  PELLAND (1970)
 AJ3988
 AJ3988                         *CURRENT SURVEY CONTROL
 AJ3988  ______________________________________________________________________
 AJ3988* NAD 83(1986) POSITION- 48 31 15.7    (N) 093 35 15.5    (W)   HD_HELD2  
 AJ3988* NAVD 88 ORTHO HEIGHT -   337.856  (meters)    1108.45  (feet) ADJUSTED  
 AJ3988  ______________________________________________________________________
 AJ3988  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 AJ3988  DYNAMIC HEIGHT  -        337.932 (meters)     1108.70  (feet) COMP
 AJ3988  MODELED GRAVITY -    980,826.6   (mgal)                       NAVD 88
 AJ3988
 AJ3988  VERT ORDER      -  SECOND    CLASS I
 AJ3988
 AJ3988.The horizontal coordinates were established by autonomous hand held GPS
 AJ3988.observations and have an estimated accuracy of +/- 10 meters.
 AJ3988.
 AJ3988.The orthometric height was determined by differential leveling and
 AJ3988.adjusted in June 2004.
 AJ3988
 AJ3988.The dynamic height is computed by dividing the NAVD 88
 AJ3988.geopotential number by the normal gravity value computed on the
 AJ3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3988.degrees latitude (g = 980.6199 gals.).
 AJ3988
 AJ3988.The modeled gravity was interpolated from observed gravity values.
 AJ3988
 AJ3988;                    North         East    Units  Estimated Accuracy
 AJ3988;SPC MN N     -   324,806.      763,979.      MT  (+/- 10 meters HH2 GPS)
 AJ3988
 AJ3988                          SUPERSEDED SURVEY CONTROL
 AJ3988
 AJ3988.No superseded survey control is available for this station.
 AJ3988
 AJ3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5660874379(NAD 83)
 AJ3988
 AJ3988_MARKER: DV = VERTICAL CONTROL DISK
 AJ3988_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3988_SP_SET: BRIDGE RAILING
 AJ3988_STAMPING: 3604 C 1999
 AJ3988_MARK LOGO: MNDT  
 AJ3988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3988+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1999
 AJ3988
 AJ3988  HISTORY     - Date     Condition        Report By
 AJ3988  HISTORY     - 1995     MONUMENTED       MNDT
 AJ3988  HISTORY     - 19990505 GOOD             MNDT
 AJ3988
 AJ3988                          STATION DESCRIPTION
 AJ3988
 AJ3988'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ3988'0.55 MI (0.89 KM) WEST OF PELLAND, IN BRDG RAILING AT SW COR OF BRDG
 AJ3988'NO 36022 (TH 11 OVER LITTLE FORK RIVER), 0.55 MI (0.89 KM) WEST ALONG
 AJ3988'TH 11 FROM JCT TH 11 AND TH 71 IN PELLAND, AT TH 11 MP 186.25, 20.6 FT
 AJ3988'(6.3 M) SSE OF TH 11, 1.6 FT (0.5 M) EAST OF WEST END OF BRDG RAIL, 3
 AJ3988'FT (0.9 M) ABOVE TH 11. NOTE--THE YEAR THE BENCH MARK WAS SET WAS
 AJ3988'NEVER STAMPED ON IT, SO WHEN IT WAS RECOVERED IN 1999, THE YEAR 1999
 AJ3988'WAS STAMPED ON IT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0745 ***********************************************************************
 TB0745  DESIGNATION -  3605 B
 TB0745  PID         -  TB0745
 TB0745  STATE/COUNTY-  MN/KOOCHICHING
 TB0745  COUNTRY     -  US
 TB0745  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0745
 TB0745                         *CURRENT SURVEY CONTROL
 TB0745  ______________________________________________________________________
 TB0745* NAD 83(2007) POSITION- 48 32 52.37990(N) 093 27 13.59774(W)   ADJUSTED  
 TB0745* NAD 83(2007) ELLIP HT-   313.371 (meters)        (02/10/07)   ADJUSTED
 TB0745* NAD 83(2007) EPOCH   -  2002.00
 TB0745* NAVD 88 ORTHO HEIGHT -   343.926  (meters)    1128.36  (feet) ADJUSTED  
 TB0745  ______________________________________________________________________
 TB0745  NAD 83(2007) X  -   -254,856.620 (meters)                     COMP
 TB0745  NAD 83(2007) Y  - -4,222,773.313 (meters)                     COMP
 TB0745  NAD 83(2007) Z  -  4,757,659.053 (meters)                     COMP
 TB0745  LAPLACE CORR    -         -5.44  (seconds)                    DEFLEC09
 TB0745  GEOID HEIGHT    -        -30.56  (meters)                     GEOID09
 TB0745  DYNAMIC HEIGHT  -        344.002 (meters)     1128.61  (feet) COMP
 TB0745  MODELED GRAVITY -    980,820.0   (mgal)                       NAVD 88
 TB0745
 TB0745  VERT ORDER      -  FIRST     CLASS II
 TB0745
 TB0745  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TB0745  Type                                         Horiz  Ellip  Dist(km)
 TB0745  -------------------------------------------------------------------
 TB0745  NETWORK                                       0.61   0.80
 TB0745  -------------------------------------------------------------------
 TB0745  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.47      1.84
 TB0745  -------------------------------------------------------------------
 TB0745  NOTE: Click here for information on individual local accuracy
 TB0745  values and other accuracy information.
 TB0745
 TB0745
 TB0745.The horizontal coordinates were established by GPS observations
 TB0745.and adjusted by the National Geodetic Survey in February 2007.
 TB0745
 TB0745.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TB0745.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TB0745
 TB0745.The horizontal coordinates are valid at the epoch date displayed above
 TB0745.which is a decimal equivalence of Year/Month/Day.
 TB0745
 TB0745.The orthometric height was determined by differential leveling and
 TB0745.adjusted in June 1991.
 TB0745
 TB0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TB0745
 TB0745.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0745
 TB0745.The ellipsoidal height was determined by GPS observations
 TB0745.and is referenced to NAD 83.
 TB0745
 TB0745.The dynamic height is computed by dividing the NAVD 88
 TB0745.geopotential number by the normal gravity value computed on the
 TB0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0745.degrees latitude (g = 980.6199 gals.).
 TB0745
 TB0745.The modeled gravity was interpolated from observed gravity values.
 TB0745
 TB0745. The following values were computed from the NAD 83(2007) position.
 TB0745
 TB0745;                    North         East     Units Scale Factor Converg.
 TB0745;SPC MN N     -   327,738.808   773,880.609   MT  0.99998025   -0 15 44.0
 TB0745;SPC MN N     - 1,075,256.41  2,538,973.30   sFT  0.99998025   -0 15 44.0
 TB0745;UTM  15      - 5,377,297.494   466,510.268   MT  0.99961378   -0 20 24.4
 TB0745
 TB0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0745!SPC MN N     -   0.99995089  x   0.99998025  =   0.99993114
 TB0745!UTM  15      -   0.99995089  x   0.99961378  =   0.99956469
 TB0745
 TB0745                          SUPERSEDED SURVEY CONTROL
 TB0745
 TB0745  NAD 83(1996)-  48 32 52.38001(N)    093 27 13.59747(W) AD(       ) 1
 TB0745  ELLIP H (03/29/02)  313.378  (m)                       GP(       ) 4 1
 TB0745  NAVD 88 (03/29/02)  343.93   (m)         1128.4    (f) LEVELING    3  
 TB0745
 TB0745.Superseded values are not recommended for survey control.
 TB0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0745.See file dsdata.txt to determine how the superseded data were derived.
 TB0745
 TB0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6651077297(NAD 83)
 TB0745
 TB0745_MARKER: DV = VERTICAL CONTROL DISK
 TB0745_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0745_SP_SET: COPPER-CLAD STEEL ROD
 TB0745_STAMPING: 3605 B 1977
 TB0745_MARK LOGO: MNDT  
 TB0745_PROJECTION: PROJECTING 5 CENTIMETERS
 TB0745_MAGNETIC: I = MARKER IS A STEEL ROD
 TB0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0745+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 TB0745_ROD/PIPE-DEPTH: 26.8 meters
 TB0745
 TB0745  HISTORY     - Date     Condition        Report By
 TB0745  HISTORY     - 1977     MONUMENTED       MNDT
 TB0745  HISTORY     - 1978     GOOD             MNDT
 TB0745  HISTORY     - 1980     GOOD             NGS
 TB0745  HISTORY     - 19980328 GOOD             MNDT
 TB0745
 TB0745                          STATION DESCRIPTION
 TB0745
 TB0745'DESCRIBED BY MN DEPT OF TRANSP 1978
 TB0745'3.3 MI SW FROM INTERNATIONAL FALLS.
 TB0745'THE MARK IS LOCATED 0.8 MILES SOUTHWEST ALONG TRUNK HIGHWAY 11 FROM
 TB0745'ITS INTERSECTION WITH TRUNK HIGHWAY 332 ABOUT 3 MILES SOUTHWEST OF
 TB0745'INTERNATIONAL FALLS AND NEAR TRUNK HIGHWAY 11 MILEPOINT 192.9. THE
 TB0745'MARK IS 186 FT. SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 11,
 TB0745'52 FT NORTHEAST OF THE CENTER OF A TWP. RD., 23 FT. SOUTHEAST OF THE
 TB0745'SOUTH END OF AN 18 INCH CORRUGATED METAL PIPE UNDER THE ROAD, 1.5
 TB0745'FT. WEST OF A TELEPHONE POLE AND 0.7 FT. WEST OF A STEEL WITNESS POST.
 TB0745
 TB0745                          STATION RECOVERY (1980)
 TB0745
 TB0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0745'RECOVERED IN GOOD CONDITION.
 TB0745
 TB0745                          STATION RECOVERY (1998)
 TB0745
 TB0745'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TB0745'3.3 MI (5.3 KM) SW OF INTERNATIONAL FALLS, 0.8 MI (1.3 KM) SW ON TH 11
 TB0745'FROM JCT OF TH 11 AND TH 332, 186 FT (56.7 M) SE OF TH 11, AT TH 11 MP
 TB0745'192.9, 52 FT (15.8 M) NE OF CO RD UT285, 36 FT (11.0 M) SE OF
 TB0745'ENTRANCE, 2 FT (0.6 M) SW OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3979 ***********************************************************************
 AJ3979  DESIGNATION -  3605 D
 AJ3979  PID         -  AJ3979
 AJ3979  STATE/COUNTY-  MN/KOOCHICHING
 AJ3979  COUNTRY     -  US
 AJ3979  USGS QUAD   -  PELLAND (1970)
 AJ3979
 AJ3979                         *CURRENT SURVEY CONTROL
 AJ3979  ______________________________________________________________________
 AJ3979* NAD 83(2007) POSITION- 48 31 21.99379(N) 093 33 52.49986(W)   ADJUSTED  
 AJ3979* NAD 83(2007) ELLIP HT-   309.654 (meters)        (02/10/07)   ADJUSTED
 AJ3979* NAD 83(2007) EPOCH   -  2002.00
 AJ3979* NAVD 88 ORTHO HEIGHT -   340.007  (meters)    1115.51  (feet) ADJUSTED  
 AJ3979  ______________________________________________________________________
 AJ3979  NAD 83(2007) X  -   -263,152.627 (meters)                     COMP
 AJ3979  NAD 83(2007) Y  - -4,224,358.322 (meters)                     COMP
 AJ3979  NAD 83(2007) Z  -  4,755,807.468 (meters)                     COMP
 AJ3979  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC09
 AJ3979  GEOID HEIGHT    -        -30.33  (meters)                     GEOID09
 AJ3979  DYNAMIC HEIGHT  -        340.084 (meters)     1115.76  (feet) COMP
 AJ3979  MODELED GRAVITY -    980,826.2   (mgal)                       NAVD 88
 AJ3979
 AJ3979  VERT ORDER      -  SECOND    CLASS I
 AJ3979
 AJ3979  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3979  Type                                         Horiz  Ellip  Dist(km)
 AJ3979  -------------------------------------------------------------------
 AJ3979  NETWORK                                       0.88   1.08
 AJ3979  -------------------------------------------------------------------
 AJ3979  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.84   1.00      1.48
 AJ3979  -------------------------------------------------------------------
 AJ3979  NOTE: Click here for information on individual local accuracy
 AJ3979  values and other accuracy information.
 AJ3979
 AJ3979
 AJ3979.The horizontal coordinates were established by GPS observations
 AJ3979.and adjusted by the National Geodetic Survey in February 2007.
 AJ3979
 AJ3979.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3979.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3979
 AJ3979.The horizontal coordinates are valid at the epoch date displayed above
 AJ3979.which is a decimal equivalence of Year/Month/Day.
 AJ3979
 AJ3979.The orthometric height was determined by differential leveling and
 AJ3979.adjusted in June 2004.
 AJ3979
 AJ3979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3979
 AJ3979.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3979
 AJ3979.The ellipsoidal height was determined by GPS observations
 AJ3979.and is referenced to NAD 83.
 AJ3979
 AJ3979.The dynamic height is computed by dividing the NAVD 88
 AJ3979.geopotential number by the normal gravity value computed on the
 AJ3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3979.degrees latitude (g = 980.6199 gals.).
 AJ3979
 AJ3979.The modeled gravity was interpolated from observed gravity values.
 AJ3979
 AJ3979. The following values were computed from the NAD 83(2007) position.
 AJ3979
 AJ3979;                    North         East     Units Scale Factor Converg.
 AJ3979;SPC MN N     -   324,990.281   765,683.091   MT  0.99997488   -0 20 39.7
 AJ3979;SPC MN N     - 1,066,238.95  2,512,078.61   sFT  0.99997488   -0 20 39.7
 AJ3979;UTM  15      - 5,374,561.154   458,311.957   MT  0.99962135   -0 25 22.8
 AJ3979
 AJ3979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3979!SPC MN N     -   0.99995147  x   0.99997488  =   0.99992635
 AJ3979!UTM  15      -   0.99995147  x   0.99962135  =   0.99957284
 AJ3979
 AJ3979                          SUPERSEDED SURVEY CONTROL
 AJ3979
 AJ3979  NAD 83(1996)-  48 31 21.99378(N)    093 33 52.49968(W) AD(       ) 1
 AJ3979  ELLIP H (03/29/02)  309.658  (m)                       GP(       ) 4 1
 AJ3979  NAVD 88 (03/29/02)  340.01   (m)         1115.5    (f) LEVELING    3  
 AJ3979
 AJ3979.Superseded values are not recommended for survey control.
 AJ3979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3979.See file dsdata.txt to determine how the superseded data were derived.
 AJ3979
 AJ3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5831174561(NAD 83)
 AJ3979
 AJ3979_MARKER: DD = SURVEY DISK
 AJ3979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3979_STAMPING: 3605 D 1998
 AJ3979_MARK LOGO: MNDT  
 AJ3979_PROJECTION: FLUSH
 AJ3979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3979+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ3979_ROD/PIPE-DEPTH:  6.1 meters
 AJ3979
 AJ3979  HISTORY     - Date     Condition        Report By
 AJ3979  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3979
 AJ3979                          STATION DESCRIPTION
 AJ3979
 AJ3979'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ3979'THE MARK IS LOCATED 0.5 MI (0.8 KM) EAST OF PELLAND, 0.5 MI (0.8 KM)
 AJ3979'EAST ALONG TH 11 AND TH 71 FROM JCT OF TH 71 AND TH 11 IN PELLAND, AT
 AJ3979'TH 11 MP 187.30, 73 FT (22.3 M) SOUTH OF TH 11, 128 FT (39.0 M) EAST
 AJ3979'OF ENT, 9.9 FT (3.0 M) ENE OF FENCE COR, 4.5 FT (1.4 M) NORTH OF
 AJ3979'FENCE, 2.1 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3980 ***********************************************************************
 AJ3980  DESIGNATION -  3605 E
 AJ3980  PID         -  AJ3980
 AJ3980  STATE/COUNTY-  MN/KOOCHICHING
 AJ3980  COUNTRY     -  US
 AJ3980  USGS QUAD   -  PELLAND (1970)
 AJ3980
 AJ3980                         *CURRENT SURVEY CONTROL
 AJ3980  ______________________________________________________________________
 AJ3980* NAD 83(2007) POSITION- 48 31 38.23287(N) 093 31 40.20966(W)   ADJUSTED  
 AJ3980* NAD 83(2007) ELLIP HT-   312.448 (meters)        (02/10/07)   ADJUSTED
 AJ3980* NAD 83(2007) EPOCH   -  2002.00
 AJ3980* NAVD 88 ORTHO HEIGHT -   342.859  (meters)    1124.86  (feet) ADJUSTED  
 AJ3980  ______________________________________________________________________
 AJ3980  NAD 83(2007) X  -   -260,420.221 (meters)                     COMP
 AJ3980  NAD 83(2007) Y  - -4,224,152.942 (meters)                     COMP
 AJ3980  NAD 83(2007) Z  -  4,756,141.790 (meters)                     COMP
 AJ3980  LAPLACE CORR    -         -5.98  (seconds)                    DEFLEC09
 AJ3980  GEOID HEIGHT    -        -30.41  (meters)                     GEOID09
 AJ3980  DYNAMIC HEIGHT  -        342.936 (meters)     1125.12  (feet) COMP
 AJ3980  MODELED GRAVITY -    980,825.4   (mgal)                       NAVD 88
 AJ3980
 AJ3980  VERT ORDER      -  SECOND    CLASS I
 AJ3980
 AJ3980  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3980  Type                                         Horiz  Ellip  Dist(km)
 AJ3980  -------------------------------------------------------------------
 AJ3980  NETWORK                                       0.72   0.98
 AJ3980  -------------------------------------------------------------------
 AJ3980  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.82      1.87
 AJ3980  -------------------------------------------------------------------
 AJ3980  NOTE: Click here for information on individual local accuracy
 AJ3980  values and other accuracy information.
 AJ3980
 AJ3980
 AJ3980.The horizontal coordinates were established by GPS observations
 AJ3980.and adjusted by the National Geodetic Survey in February 2007.
 AJ3980
 AJ3980.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3980.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3980
 AJ3980.The horizontal coordinates are valid at the epoch date displayed above
 AJ3980.which is a decimal equivalence of Year/Month/Day.
 AJ3980
 AJ3980.The orthometric height was determined by differential leveling and
 AJ3980.adjusted in June 2004.
 AJ3980
 AJ3980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3980
 AJ3980.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3980
 AJ3980.The ellipsoidal height was determined by GPS observations
 AJ3980.and is referenced to NAD 83.
 AJ3980
 AJ3980.The dynamic height is computed by dividing the NAVD 88
 AJ3980.geopotential number by the normal gravity value computed on the
 AJ3980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3980.degrees latitude (g = 980.6199 gals.).
 AJ3980
 AJ3980.The modeled gravity was interpolated from observed gravity values.
 AJ3980
 AJ3980. The following values were computed from the NAD 83(2007) position.
 AJ3980
 AJ3980;                    North         East     Units Scale Factor Converg.
 AJ3980;SPC MN N     -   325,476.202   768,400.213   MT  0.99997583   -0 19 01.6
 AJ3980;SPC MN N     - 1,067,833.17  2,520,993.03   sFT  0.99997583   -0 19 01.6
 AJ3980;UTM  15      - 5,375,043.179   461,028.776   MT  0.99961866   -0 23 43.8
 AJ3980
 AJ3980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3980!SPC MN N     -   0.99995103  x   0.99997583  =   0.99992687
 AJ3980!UTM  15      -   0.99995103  x   0.99961866  =   0.99956971
 AJ3980
 AJ3980                          SUPERSEDED SURVEY CONTROL
 AJ3980
 AJ3980  NAD 83(1996)-  48 31 38.23295(N)    093 31 40.20943(W) AD(       ) 1
 AJ3980  ELLIP H (03/29/02)  312.455  (m)                       GP(       ) 4 1
 AJ3980  NAVD 88 (03/29/02)  342.86   (m)         1124.9    (f) LEVELING    3  
 AJ3980
 AJ3980.Superseded values are not recommended for survey control.
 AJ3980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3980.See file dsdata.txt to determine how the superseded data were derived.
 AJ3980
 AJ3980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6102875043(NAD 83)
 AJ3980
 AJ3980_MARKER: DD = SURVEY DISK
 AJ3980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3980_STAMPING: 3605 E 1998
 AJ3980_MARK LOGO: MNDT  
 AJ3980_PROJECTION: FLUSH
 AJ3980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3980+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ3980_ROD/PIPE-DEPTH:  4.6 meters
 AJ3980
 AJ3980  HISTORY     - Date     Condition        Report By
 AJ3980  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3980
 AJ3980                          STATION DESCRIPTION
 AJ3980
 AJ3980'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ3980'THE MARK IS LOCATED 2.3 MI (3.7 KM) EAST OF PELLAND, 2.3 MI (3.7 KM)
 AJ3980'EAST ALONG TH 11 AND TH 71 FROM JCT OF TH 71 AND TH 11 IN PELLAND, AT
 AJ3980'TH 11 MP 189.00, 76 FT (23.2 M) SE OF TH 11, 12 FT (3.7 M) SW OF
 AJ3980'P-POLE, 8 FT (2.4 M) SW OF R/W POST, 73.3 FT (22.3 M) EAST OF MP 189,
 AJ3980'2.6 FT (0.8 M) SE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3981 ***********************************************************************
 AJ3981  DESIGNATION -  3605 F
 AJ3981  PID         -  AJ3981
 AJ3981  STATE/COUNTY-  MN/KOOCHICHING
 AJ3981  COUNTRY     -  US
 AJ3981  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 AJ3981
 AJ3981                         *CURRENT SURVEY CONTROL
 AJ3981  ______________________________________________________________________
 AJ3981* NAD 83(2007) POSITION- 48 34 40.59542(N) 093 26 25.41365(W)   ADJUSTED  
 AJ3981* NAD 83(2007) ELLIP HT-   316.117 (meters)        (02/10/07)   ADJUSTED
 AJ3981* NAD 83(2007) EPOCH   -  2002.00
 AJ3981* NAVD 88 ORTHO HEIGHT -   346.725  (meters)    1137.55  (feet) ADJUSTED  
 AJ3981  ______________________________________________________________________
 AJ3981  NAD 83(2007) X  -   -253,719.879 (meters)                     COMP
 AJ3981  NAD 83(2007) Y  - -4,220,332.978 (meters)                     COMP
 AJ3981  NAD 83(2007) Z  -  4,759,873.407 (meters)                     COMP
 AJ3981  LAPLACE CORR    -         -5.31  (seconds)                    DEFLEC09
 AJ3981  GEOID HEIGHT    -        -30.61  (meters)                     GEOID09
 AJ3981  DYNAMIC HEIGHT  -        346.803 (meters)     1137.80  (feet) COMP
 AJ3981  MODELED GRAVITY -    980,825.5   (mgal)                       NAVD 88
 AJ3981
 AJ3981  VERT ORDER      -  SECOND    CLASS I
 AJ3981
 AJ3981  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3981  Type                                         Horiz  Ellip  Dist(km)
 AJ3981  -------------------------------------------------------------------
 AJ3981  NETWORK                                       0.68   0.88
 AJ3981  -------------------------------------------------------------------
 AJ3981  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.61      2.55
 AJ3981  -------------------------------------------------------------------
 AJ3981  NOTE: Click here for information on individual local accuracy
 AJ3981  values and other accuracy information.
 AJ3981
 AJ3981
 AJ3981.The horizontal coordinates were established by GPS observations
 AJ3981.and adjusted by the National Geodetic Survey in February 2007.
 AJ3981
 AJ3981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3981.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3981
 AJ3981.The horizontal coordinates are valid at the epoch date displayed above
 AJ3981.which is a decimal equivalence of Year/Month/Day.
 AJ3981
 AJ3981.The orthometric height was determined by differential leveling and
 AJ3981.adjusted in June 2004.
 AJ3981
 AJ3981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3981
 AJ3981.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3981
 AJ3981.The ellipsoidal height was determined by GPS observations
 AJ3981.and is referenced to NAD 83.
 AJ3981
 AJ3981.The dynamic height is computed by dividing the NAVD 88
 AJ3981.geopotential number by the normal gravity value computed on the
 AJ3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3981.degrees latitude (g = 980.6199 gals.).
 AJ3981
 AJ3981.The modeled gravity was interpolated from observed gravity values.
 AJ3981
 AJ3981. The following values were computed from the NAD 83(2007) position.
 AJ3981
 AJ3981;                    North         East     Units Scale Factor Converg.
 AJ3981;SPC MN N     -   331,076.979   774,883.499   MT  0.99998694   -0 15 08.3
 AJ3981;SPC MN N     - 1,086,208.39  2,542,263.61   sFT  0.99998694   -0 15 08.3
 AJ3981;UTM  15      - 5,380,633.062   467,517.323   MT  0.99961296   -0 19 48.8
 AJ3981
 AJ3981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3981!SPC MN N     -   0.99995046  x   0.99998694  =   0.99993740
 AJ3981!UTM  15      -   0.99995046  x   0.99961296  =   0.99956344
 AJ3981
 AJ3981                          SUPERSEDED SURVEY CONTROL
 AJ3981
 AJ3981  NAD 83(1996)-  48 34 40.59555(N)    093 26 25.41338(W) AD(       ) 1
 AJ3981  ELLIP H (03/29/02)  316.124  (m)                       GP(       ) 4 1
 AJ3981  NAVD 88 (03/29/02)  346.73   (m)         1137.6    (f) LEVELING    3  
 AJ3981
 AJ3981.Superseded values are not recommended for survey control.
 AJ3981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3981.See file dsdata.txt to determine how the superseded data were derived.
 AJ3981
 AJ3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6751780633(NAD 83)
 AJ3981
 AJ3981_MARKER: DD = SURVEY DISK
 AJ3981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3981_STAMPING: 3605 F 1998
 AJ3981_MARK LOGO: MNDT  
 AJ3981_PROJECTION: FLUSH
 AJ3981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3981+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ3981_ROD/PIPE-DEPTH:  7.6 meters
 AJ3981
 AJ3981  HISTORY     - Date     Condition        Report By
 AJ3981  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3981
 AJ3981                          STATION DESCRIPTION
 AJ3981
 AJ3981'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ3981'THE MARK IS LOCATED 2 MI (3.2 KM) SW OF INTERNATIONAL FALLS, 1.55 MI
 AJ3981'(2.49 KM) NORTH ALONG TH 11 AND TH 71 FROM JCT OF TH 71/TH 11 AND TH
 AJ3981'332 (3.5 MI SSW OF INTERNATIONAL FALLS), AT TH 11 MP 195.30, 64 FT
 AJ3981'(19.5 M) WEST OF TH 11, 11.2 FT (3.4 M) NNW OF R/W POST, 15.2 FT (4.6
 AJ3981'M) NE OF R/W POST, 8.7 FT (2.7 M) SSE OF P-POLE, 2.4 FT (0.7 M) SOUTH
 AJ3981'OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3982 ***********************************************************************
 AJ3982  DESIGNATION -  3605 G
 AJ3982  PID         -  AJ3982
 AJ3982  STATE/COUNTY-  MN/KOOCHICHING
 AJ3982  COUNTRY     -  US
 AJ3982  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 AJ3982
 AJ3982                         *CURRENT SURVEY CONTROL
 AJ3982  ______________________________________________________________________
 AJ3982* NAD 83(2007) POSITION- 48 32 26.31300(N) 093 28 09.70952(W)   ADJUSTED  
 AJ3982* NAD 83(2007) ELLIP HT-   315.881 (meters)        (02/10/07)   ADJUSTED
 AJ3982* NAD 83(2007) EPOCH   -  2002.00
 AJ3982* NAVD 88 ORTHO HEIGHT -   346.404  (meters)    1136.49  (feet) ADJUSTED  
 AJ3982  ______________________________________________________________________
 AJ3982  NAD 83(2007) X  -   -256,041.984 (meters)                     COMP
 AJ3982  NAD 83(2007) Y  - -4,223,307.868 (meters)                     COMP
 AJ3982  NAD 83(2007) Z  -  4,757,127.842 (meters)                     COMP
 AJ3982  LAPLACE CORR    -         -5.26  (seconds)                    DEFLEC09
 AJ3982  GEOID HEIGHT    -        -30.53  (meters)                     GEOID09
 AJ3982  DYNAMIC HEIGHT  -        346.479 (meters)     1136.74  (feet) COMP
 AJ3982  MODELED GRAVITY -    980,817.3   (mgal)                       NAVD 88
 AJ3982
 AJ3982  VERT ORDER      -  SECOND    CLASS I
 AJ3982
 AJ3982  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3982  Type                                         Horiz  Ellip  Dist(km)
 AJ3982  -------------------------------------------------------------------
 AJ3982  NETWORK                                       0.60   0.80
 AJ3982  -------------------------------------------------------------------
 AJ3982  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.47      2.65
 AJ3982  -------------------------------------------------------------------
 AJ3982  NOTE: Click here for information on individual local accuracy
 AJ3982  values and other accuracy information.
 AJ3982
 AJ3982
 AJ3982.The horizontal coordinates were established by GPS observations
 AJ3982.and adjusted by the National Geodetic Survey in February 2007.
 AJ3982
 AJ3982.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3982.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3982
 AJ3982.The horizontal coordinates are valid at the epoch date displayed above
 AJ3982.which is a decimal equivalence of Year/Month/Day.
 AJ3982
 AJ3982.The orthometric height was determined by differential leveling and
 AJ3982.adjusted in June 2004.
 AJ3982
 AJ3982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3982
 AJ3982.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3982
 AJ3982.The ellipsoidal height was determined by GPS observations
 AJ3982.and is referenced to NAD 83.
 AJ3982
 AJ3982.The dynamic height is computed by dividing the NAVD 88
 AJ3982.geopotential number by the normal gravity value computed on the
 AJ3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3982.degrees latitude (g = 980.6199 gals.).
 AJ3982
 AJ3982.The modeled gravity was interpolated from observed gravity values.
 AJ3982
 AJ3982. The following values were computed from the NAD 83(2007) position.
 AJ3982
 AJ3982;                    North         East     Units Scale Factor Converg.
 AJ3982;SPC MN N     -   326,939.032   772,726.010   MT  0.99997868   -0 16 25.6
 AJ3982;SPC MN N     - 1,072,632.47  2,535,185.25   sFT  0.99997868   -0 16 25.6
 AJ3982;UTM  15      - 5,376,499.581   465,355.005   MT  0.99961475   -0 21 06.3
 AJ3982
 AJ3982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3982!SPC MN N     -   0.99995050  x   0.99997868  =   0.99992918
 AJ3982!UTM  15      -   0.99995050  x   0.99961475  =   0.99956527
 AJ3982
 AJ3982                          SUPERSEDED SURVEY CONTROL
 AJ3982
 AJ3982  NAD 83(1996)-  48 32 26.31311(N)    093 28 09.70927(W) AD(       ) 1
 AJ3982  ELLIP H (03/29/02)  315.887  (m)                       GP(       ) 4 1
 AJ3982  NAVD 88 (03/29/02)  346.40   (m)         1136.5    (f) LEVELING    3  
 AJ3982
 AJ3982.Superseded values are not recommended for survey control.
 AJ3982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3982.See file dsdata.txt to determine how the superseded data were derived.
 AJ3982
 AJ3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6535576499(NAD 83)
 AJ3982
 AJ3982_MARKER: DD = SURVEY DISK
 AJ3982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3982_STAMPING: 3605 G 1998
 AJ3982_MARK LOGO: MNDT  
 AJ3982_PROJECTION: FLUSH
 AJ3982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3982+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ3982_ROD/PIPE-DEPTH:  7.6 meters
 AJ3982
 AJ3982  HISTORY     - Date     Condition        Report By
 AJ3982  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3982
 AJ3982                          STATION DESCRIPTION
 AJ3982
 AJ3982'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ3982'THE MARK IS LOCATED 5.25 MI (8.45 KM) ENE OF PELLAND, 5.3 MI (8.5 KM)
 AJ3982'ENE ALONG TH 11 AND TH 71 FROM JCT OF TH 71 AND TH 11 IN PELLAND, AT
 AJ3982'TH 11 MP 192.10, 74.2 FT (22.6 M) SE OF TH 11, 3 2 FT (0.6 M) SW OF
 AJ3982'ENT, 30.5 FT (9.3 M) ENE OF R/W POST, 2.6 FT (0.8 M) SE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0245 ***********************************************************************
 TB0245  DESIGNATION -  3606 A
 TB0245  PID         -  TB0245
 TB0245  STATE/COUNTY-  MN/KOOCHICHING
 TB0245  COUNTRY     -  US
 TB0245  USGS QUAD   -  RANIER (1986)
 TB0245
 TB0245                         *CURRENT SURVEY CONTROL
 TB0245  ______________________________________________________________________
 TB0245* NAD 83(1986) POSITION- 48 36 06.1    (N) 093 22 23.0    (W)   HD_HELD2  
 TB0245* NAVD 88 ORTHO HEIGHT -   340.942  (meters)    1118.57  (feet) ADJUSTED  
 TB0245  ______________________________________________________________________
 TB0245  GEOID HEIGHT    -        -30.75  (meters)                     GEOID09
 TB0245  DYNAMIC HEIGHT  -        341.022 (meters)     1118.84  (feet) COMP
 TB0245  MODELED GRAVITY -    980,834.2   (mgal)                       NAVD 88
 TB0245
 TB0245  VERT ORDER      -  SECOND    CLASS 0
 TB0245
 TB0245.The horizontal coordinates were established by autonomous hand held GPS
 TB0245.observations and have an estimated accuracy of +/- 10 meters.
 TB0245.
 TB0245.The orthometric height was determined by differential leveling and
 TB0245.adjusted in June 1991.
 TB0245
 TB0245.The dynamic height is computed by dividing the NAVD 88
 TB0245.geopotential number by the normal gravity value computed on the
 TB0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0245.degrees latitude (g = 980.6199 gals.).
 TB0245
 TB0245.The modeled gravity was interpolated from observed gravity values.
 TB0245
 TB0245;                    North         East    Units  Estimated Accuracy
 TB0245;SPC MN N     -   333,698.      779,861.      MT  (+/- 10 meters HH2 GPS)
 TB0245
 TB0245                          SUPERSEDED SURVEY CONTROL
 TB0245
 TB0245  NGVD 29 (??/??/92)  340.573  (m)         1117.36   (f) ADJ UNCH    2 0
 TB0245
 TB0245.Superseded values are not recommended for survey control.
 TB0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0245.See file dsdata.txt to determine how the superseded data were derived.
 TB0245
 TB0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7249683246(NAD 83)
 TB0245
 TB0245_MARKER: DB = BENCH MARK DISK
 TB0245_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TB0245_SP_SET: BRIDGE ABUTMENT
 TB0245_STAMPING: 3606 A 1951
 TB0245_MARK LOGO: MNDT  
 TB0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0245+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 TB0245
 TB0245  HISTORY     - Date     Condition        Report By
 TB0245  HISTORY     - 1951     MONUMENTED       MNDT
 TB0245  HISTORY     - 1973     GOOD             MNDT
 TB0245  HISTORY     - 20080807 GOOD             MNDT
 TB0245
 TB0245                          STATION DESCRIPTION
 TB0245
 TB0245'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0245'0.8 MI E FROM INTERNATIONAL FALLS.
 TB0245'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0245'AVENUE) IN INTERNATIONAL FALLS GO EAST ON TRUNK HIGHWAY 11 FOR
 TB0245'APPROXIMATELY 1.3 MILE TO BRIDGE NUMBER 5961 (TRUNK HIGHWAY 11 OVER
 TB0245'SECOND CREEK) THE MARK IS SET IN THE SOUTHEAST CORNER OF EAST BRIDGE
 TB0245'ABUTMENT, AT MILEPOST 199.45.  SEC 35, T 71N, R24W.
 TB0245
 TB0245                          STATION RECOVERY (2008)
 TB0245
 TB0245'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TB0245'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF
 TB0245'ERICSBURG, 1.7 MI (2.7 KM) EAST OF INTERNATIONAL FALLS AND 1.4 MI (2.3
 TB0245'KM) SOUTHWEST OF RAINER.
 TB0245' 
 TB0245'TO REACH TO THE MARK GO 1.3 MI (2.1 KM) EAST ON TRUNK HIGHWAY 11 FROM
 TB0245'THE JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 53 IN INTERNATIONAL
 TB0245'FALLS, AT TRUNK HIGHWAY 11 MILE POINT 199.45, IN SOUTHEAST CORNER OF
 TB0245'TRUNK HIGHWAY 11 BRIDGE 5961 OVER SECOND CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0229 ***********************************************************************
 TB0229  DESIGNATION -  3606 B
 TB0229  PID         -  TB0229
 TB0229  STATE/COUNTY-  MN/KOOCHICHING
 TB0229  COUNTRY     -  US
 TB0229  USGS QUAD   -  RANIER (1986)
 TB0229
 TB0229                         *CURRENT SURVEY CONTROL
 TB0229  ______________________________________________________________________
 TB0229* NAD 83(1986) POSITION- 48 36 04.     (N) 093 16 06.     (W)   SCALED    
 TB0229* NAVD 88 ORTHO HEIGHT -   339.918  (meters)    1115.21  (feet) ADJUSTED  
 TB0229  ______________________________________________________________________
 TB0229  GEOID HEIGHT    -        -30.91  (meters)                     GEOID09
 TB0229  DYNAMIC HEIGHT  -        339.997 (meters)     1115.47  (feet) COMP
 TB0229  MODELED GRAVITY -    980,833.6   (mgal)                       NAVD 88
 TB0229
 TB0229  VERT ORDER      -  SECOND    CLASS I
 TB0229
 TB0229.The horizontal coordinates were scaled from a topographic map and have
 TB0229.an estimated accuracy of +/- 6 seconds.
 TB0229.
 TB0229.The orthometric height was determined by differential leveling and
 TB0229.adjusted in June 1991.
 TB0229
 TB0229.The dynamic height is computed by dividing the NAVD 88
 TB0229.geopotential number by the normal gravity value computed on the
 TB0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0229.degrees latitude (g = 980.6199 gals.).
 TB0229
 TB0229.The modeled gravity was interpolated from observed gravity values.
 TB0229
 TB0229;                    North         East    Units  Estimated Accuracy
 TB0229;SPC MN N     -   333,610.      787,590.      MT  (+/- 180 meters Scaled)
 TB0229
 TB0229                          SUPERSEDED SURVEY CONTROL
 TB0229
 TB0229  NGVD 29 (??/??/92)  339.547  (m)         1114.00   (f) ADJ UNCH    2 1
 TB0229
 TB0229.Superseded values are not recommended for survey control.
 TB0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0229.See file dsdata.txt to determine how the superseded data were derived.
 TB0229
 TB0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP802831(NAD 83)
 TB0229
 TB0229_MARKER: DD = SURVEY DISK
 TB0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TB0229_SP_SET: BRIDGE
 TB0229_STAMPING: 3606 B 1951
 TB0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0229
 TB0229  HISTORY     - Date     Condition        Report By
 TB0229  HISTORY     - 1951     MONUMENTED       MNDT
 TB0229  HISTORY     - 1976     GOOD             MNDT
 TB0229
 TB0229                          STATION DESCRIPTION
 TB0229
 TB0229'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0229'3.9 MI E FROM RANIER.
 TB0229'THE MARK IS LOCATED 3.9 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0229'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER, AND IS AT
 TB0229'MILEPOINT 204.5.  IT IS 16.5 FEET SOUTH OF AND ABOUT 0.8 FOOT HIGHER
 TB0229'THAN THE CENTERLINE OF TRUNK HIGHWAY 11, AND 0.6 FOOT EAST OF THE EAST
 TB0229'END OF A CONCRETE RAILING.  IT IS CEMENTED INTO A DRILL HOLE IN THE
 TB0229'SOUTHEAST CORNER OF BRIDGE 6726 (TRUNK HIGHWAY 11 OVER JACKFISH
 TB0229'CREEK).  NE 1/4 SECTION 34, T 71N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0225 ***********************************************************************
 TB0225  DESIGNATION -  3606 C
 TB0225  PID         -  TB0225
 TB0225  STATE/COUNTY-  MN/KOOCHICHING
 TB0225  COUNTRY     -  US
 TB0225  USGS QUAD   -  ISLAND VIEW (1986)
 TB0225
 TB0225                         *CURRENT SURVEY CONTROL
 TB0225  ______________________________________________________________________
 TB0225* NAD 83(1986) POSITION- 48 35 55.     (N) 093 14 08.     (W)   SCALED    
 TB0225* NAVD 88 ORTHO HEIGHT -   340.027  (meters)    1115.57  (feet) ADJUSTED  
 TB0225  ______________________________________________________________________
 TB0225  GEOID HEIGHT    -        -30.96  (meters)                     GEOID09
 TB0225  DYNAMIC HEIGHT  -        340.105 (meters)     1115.83  (feet) COMP
 TB0225  MODELED GRAVITY -    980,831.0   (mgal)                       NAVD 88
 TB0225
 TB0225  VERT ORDER      -  SECOND    CLASS I
 TB0225
 TB0225.The horizontal coordinates were scaled from a topographic map and have
 TB0225.an estimated accuracy of +/- 6 seconds.
 TB0225.
 TB0225.The orthometric height was determined by differential leveling and
 TB0225.adjusted in June 1991.
 TB0225
 TB0225.The dynamic height is computed by dividing the NAVD 88
 TB0225.geopotential number by the normal gravity value computed on the
 TB0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0225.degrees latitude (g = 980.6199 gals.).
 TB0225
 TB0225.The modeled gravity was interpolated from observed gravity values.
 TB0225
 TB0225;                    North         East    Units  Estimated Accuracy
 TB0225;SPC MN N     -   333,330.      790,000.      MT  (+/- 180 meters Scaled)
 TB0225
 TB0225                          SUPERSEDED SURVEY CONTROL
 TB0225
 TB0225  NGVD 29 (??/??/92)  339.655  (m)         1114.35   (f) ADJ UNCH    2 1
 TB0225
 TB0225.Superseded values are not recommended for survey control.
 TB0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0225.See file dsdata.txt to determine how the superseded data were derived.
 TB0225
 TB0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP826828(NAD 83)
 TB0225
 TB0225_MARKER: DD = SURVEY DISK
 TB0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TB0225_SP_SET: CURB
 TB0225_STAMPING: 3606 C 1951
 TB0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TB0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0225+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 TB0225
 TB0225  HISTORY     - Date     Condition        Report By
 TB0225  HISTORY     - 1951     MONUMENTED       MNDT
 TB0225  HISTORY     - 1976     GOOD             MNDT
 TB0225  HISTORY     - 20040719 GOOD             USPSQD
 TB0225
 TB0225                          STATION DESCRIPTION
 TB0225
 TB0225'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0225'5.55 MI E FROM RANIER.
 TB0225'THE MARK IS LOCATED 5.5 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0225'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER AND IS AT
 TB0225'MILEPOINT 206.1.  IT IS 17.0 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER
 TB0225'THAN THE CENTERLINE OF TRUNK HIGHWAY 11 AT STATION 449+85.  IT IS 0.2
 TB0225'FOOT EAST OF THE EAST END OF A CONCRETE RAILING.  IT IS CEMENTED INTO
 TB0225'A DRILL HOLE IN THE SOUTHEAST CORNER (CURBING) OF BRIDGE NUMBER 6727
 TB0225'(TRUNK HIGHWAY 11 OVER TILSON CREEK).  NW 1/4 SECTION 36, T 71N, R
 TB0225'23W.
 TB0225
 TB0225                          STATION RECOVERY (2004)
 TB0225
 TB0225'RECOVERY NOTE BY US POWER SQUADRON 2004 (SB)
 TB0225'IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0241 ***********************************************************************
 TB0241  DESIGNATION -  3606 D
 TB0241  PID         -  TB0241
 TB0241  STATE/COUNTY-  MN/KOOCHICHING
 TB0241  COUNTRY     -  US
 TB0241  USGS QUAD   -  RANIER (1986)
 TB0241
 TB0241                         *CURRENT SURVEY CONTROL
 TB0241  ______________________________________________________________________
 TB0241* NAD 83(1986) POSITION- 48 36 32.4    (N) 093 20 33.5    (W)   HD_HELD2  
 TB0241* NAVD 88 ORTHO HEIGHT -   350.635  (meters)    1150.38  (feet) ADJUSTED  
 TB0241  ______________________________________________________________________
 TB0241  GEOID HEIGHT    -        -30.81  (meters)                     GEOID09
 TB0241  DYNAMIC HEIGHT  -        350.717 (meters)     1150.64  (feet) COMP
 TB0241  MODELED GRAVITY -    980,836.4   (mgal)                       NAVD 88
 TB0241
 TB0241  VERT ORDER      -  SECOND    CLASS 0
 TB0241
 TB0241.The horizontal coordinates were established by autonomous hand held GPS
 TB0241.observations and have an estimated accuracy of +/- 10 meters.
 TB0241.
 TB0241.The orthometric height was determined by differential leveling and
 TB0241.adjusted in June 1991.
 TB0241
 TB0241.The dynamic height is computed by dividing the NAVD 88
 TB0241.geopotential number by the normal gravity value computed on the
 TB0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0241.degrees latitude (g = 980.6199 gals.).
 TB0241
 TB0241.The modeled gravity was interpolated from observed gravity values.
 TB0241
 TB0241;                    North         East    Units  Estimated Accuracy
 TB0241;SPC MN N     -   334,503.      782,107.      MT  (+/- 10 meters HH2 GPS)
 TB0241
 TB0241                          SUPERSEDED SURVEY CONTROL
 TB0241
 TB0241  NGVD 29 (??/??/92)  350.267  (m)         1149.17   (f) ADJ UNCH    2 0
 TB0241
 TB0241.Superseded values are not recommended for survey control.
 TB0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0241.See file dsdata.txt to determine how the superseded data were derived.
 TB0241
 TB0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7474284048(NAD 83)
 TB0241
 TB0241_MARKER: DV = VERTICAL CONTROL DISK
 TB0241_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TB0241_SP_SET: BRIDGE ABUTMENT
 TB0241_STAMPING: 3606 D 1973
 TB0241_MARK LOGO: MNHD  
 TB0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0241+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2008
 TB0241
 TB0241  HISTORY     - Date     Condition        Report By
 TB0241  HISTORY     - 1973     MONUMENTED       MNHD
 TB0241  HISTORY     - 1976     GOOD             MNDT
 TB0241  HISTORY     - 20080807 GOOD             MNDT
 TB0241
 TB0241                          STATION DESCRIPTION
 TB0241
 TB0241'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0241'0.3 MI E FROM RANIER.
 TB0241'IT IS LOCATED 0.3 MILE EAST ALONG TRUNK HIGHWAY 11 FROM THE JUNCTION
 TB0241'OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS 20.0 FEET
 TB0241'SOUTH OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTERLINE OF TRUNK
 TB0241'HIGHWAY 11, AND ABOUT 200 FEET WEST OF MILEPOST 201.  IT IS SET IN THE
 TB0241'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 36004 (TRUNK HIGHWAY 11
 TB0241'OVER THE CANADIAN NATIONAL AND MINNESOTA-DAKOTA AND WESTERN
 TB0241'RAILROADS).  SW 1/4, SEC 30, T 71N, R23W.
 TB0241
 TB0241                          STATION RECOVERY (2008)
 TB0241
 TB0241'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TB0241'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF ISLAND VIEW, 3.2 MI
 TB0241'(5.1 KM) EAST OF INTERNATIONAL FALLS AND 0.4 MI (0.6 KM) SOUTHEAST OF
 TB0241'RAINER.
 TB0241' 
 TB0241'TO REACH TO THE MARK GO 0.3 MI (0.5 KM) EAST OF RAINER, 20 FT (6.1 M)
 TB0241'SOUTH OF TRUNK HIGHWAY 11, 200 FT (61.0 M) WEST OF MILEPOST 201, IN
 TB0241'SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 11 BRIDGE 36004 OVER RAILROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0243 ***********************************************************************
 TB0243  DESIGNATION -  3606 E
 TB0243  PID         -  TB0243
 TB0243  STATE/COUNTY-  MN/KOOCHICHING
 TB0243  COUNTRY     -  US
 TB0243  USGS QUAD   -  RANIER (1986)
 TB0243
 TB0243                         *CURRENT SURVEY CONTROL
 TB0243  ______________________________________________________________________
 TB0243* NAD 83(1986) POSITION- 48 36 31.     (N) 093 21 02.     (W)   SCALED    
 TB0243* NAVD 88 ORTHO HEIGHT -   344.112  (meters)    1128.97  (feet) ADJUSTED  
 TB0243  ______________________________________________________________________
 TB0243  GEOID HEIGHT    -        -30.79  (meters)                     GEOID09
 TB0243  DYNAMIC HEIGHT  -        344.193 (meters)     1129.24  (feet) COMP
 TB0243  MODELED GRAVITY -    980,836.1   (mgal)                       NAVD 88
 TB0243
 TB0243  VERT ORDER      -  SECOND    CLASS 0
 TB0243
 TB0243.The horizontal coordinates were scaled from a topographic map and have
 TB0243.an estimated accuracy of +/- 6 seconds.
 TB0243.
 TB0243.The orthometric height was determined by differential leveling and
 TB0243.adjusted in June 1991.
 TB0243
 TB0243.The dynamic height is computed by dividing the NAVD 88
 TB0243.geopotential number by the normal gravity value computed on the
 TB0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0243.degrees latitude (g = 980.6199 gals.).
 TB0243
 TB0243.The modeled gravity was interpolated from observed gravity values.
 TB0243
 TB0243;                    North         East    Units  Estimated Accuracy
 TB0243;SPC MN N     -   334,460.      781,520.      MT  (+/- 180 meters Scaled)
 TB0243
 TB0243                          SUPERSEDED SURVEY CONTROL
 TB0243
 TB0243  NGVD 29 (??/??/92)  343.743  (m)         1127.76   (f) ADJ UNCH    2 0
 TB0243
 TB0243.Superseded values are not recommended for survey control.
 TB0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0243.See file dsdata.txt to determine how the superseded data were derived.
 TB0243
 TB0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP741840(NAD 83)
 TB0243
 TB0243_MARKER: DD = SURVEY DISK
 TB0243_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TB0243_SP_SET: BEDROCK
 TB0243_STAMPING: 3606 E 1973
 TB0243_MARK LOGO: MNHD  
 TB0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0243
 TB0243  HISTORY     - Date     Condition        Report By
 TB0243  HISTORY     - 1973     MONUMENTED       MNHD
 TB0243  HISTORY     - 1976     GOOD             MNDT
 TB0243  HISTORY     - 20080807 GOOD             MNDT
 TB0243
 TB0243                          STATION DESCRIPTION
 TB0243
 TB0243'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0243'IN RANIER.
 TB0243'IS LOCATED APPROXIMATELY 400 FEET WEST-NORTHWEST OF THE JUNCTION OF
 TB0243'TRUNK HIGHWAY 11(EAST-WEST) AND COUNTY ROAD 20 (NORTH) AT MILEPOINT
 TB0243'200.6.  IT IS 92.0 FEET NORTH OF AND 4.0 FEET LOWER THAN THE
 TB0243'CENTERLINE OF TRUNK HIGHWAY 11, 56.0 FEET NORTHWEST OF THE CENTER OF
 TB0243'THE RAMP (SOUTHBOUND COUNTY ROAD 20 TO WESTBOUND TRUNK HIGHWAY 11),
 TB0243'72.8 FEET NORTHEAST OF A YIELD SIGN, 104.0 FEET SOUTH-SOUTHWEST OF THE
 TB0243'SOUTHWEST CORNER OF A TWO STORY FRAME HOUSE (WITH GREY SHINGLES) AND
 TB0243'62.7 FEET SOUTHEAST OF A POWER POLE SET IN CONCRETE.  IT IS CEMENTED
 TB0243'INTO A DRILL HOLE NEAR THE CENTER OF A 40 FOOT BY 40 FOOT EXPOSED
 TB0243'LEDGE OF BEDROCK.  SE 1/4, SEC 25, T 71N, R24W.
 TB0243
 TB0243                          STATION RECOVERY (2008)
 TB0243
 TB0243'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TB0243'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH OF ERICSBURG, 2.8 MI
 TB0243'(4.5 KM) EAST OF INTERNATIONAL FALLS AND 0.4 MI (0.6 KM)
 TB0243'SOUTH-SOUTHWEST OF RANIER.
 TB0243' 
 TB0243'TO REACH TO THE MARK, AT RANIER, 400 FT (121.9 M) WEST-NORTHWEST OF
 TB0243'THE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 NORTH, 92 FT (28.0
 TB0243'M) NORTH OF TRUNK HIGHWAY 11, 56 FT (17.1 M) NORTHWEST OF SOUTHEAST
 TB0243'COUNTY ROAD 20 RAMP TO WESTBOUND TRUNK HIGHWAY 11, 72.8 FT (22.2 M)
 TB0243'NORTHEAST OF YIELD SIGN, 104 FT (31.7 M) SOUTH-SOUTHWEST OF THE
 TB0243'SOUTHWEST CORNER OF HOUSE, 62.7 FT (19.1 M) SOUTHEAST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0246 ***********************************************************************
 TB0246  DESIGNATION -  3606 F
 TB0246  PID         -  TB0246
 TB0246  STATE/COUNTY-  MN/KOOCHICHING
 TB0246  COUNTRY     -  US
 TB0246  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0246
 TB0246                         *CURRENT SURVEY CONTROL
 TB0246  ______________________________________________________________________
 TB0246* NAD 83(1986) POSITION- 48 36 07.     (N) 093 23 18.     (W)   SCALED    
 TB0246* NAVD 88 ORTHO HEIGHT -   341.468  (meters)    1120.30  (feet) ADJUSTED  
 TB0246  ______________________________________________________________________
 TB0246  GEOID HEIGHT    -        -30.72  (meters)                     GEOID09
 TB0246  DYNAMIC HEIGHT  -        341.547 (meters)     1120.56  (feet) COMP
 TB0246  MODELED GRAVITY -    980,833.0   (mgal)                       NAVD 88
 TB0246
 TB0246  VERT ORDER      -  SECOND    CLASS 0
 TB0246
 TB0246.The horizontal coordinates were scaled from a topographic map and have
 TB0246.an estimated accuracy of +/- 6 seconds.
 TB0246.
 TB0246.The orthometric height was determined by differential leveling and
 TB0246.adjusted in June 1991.
 TB0246
 TB0246.The dynamic height is computed by dividing the NAVD 88
 TB0246.geopotential number by the normal gravity value computed on the
 TB0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0246.degrees latitude (g = 980.6199 gals.).
 TB0246
 TB0246.The modeled gravity was interpolated from observed gravity values.
 TB0246
 TB0246;                    North         East    Units  Estimated Accuracy
 TB0246;SPC MN N     -   333,730.      778,740.      MT  (+/- 180 meters Scaled)
 TB0246
 TB0246                          SUPERSEDED SURVEY CONTROL
 TB0246
 TB0246  NGVD 29 (??/??/92)  341.098  (m)         1119.09   (f) ADJ UNCH    2 0
 TB0246
 TB0246.Superseded values are not recommended for survey control.
 TB0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0246.See file dsdata.txt to determine how the superseded data were derived.
 TB0246
 TB0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP713832(NAD 83)
 TB0246
 TB0246_MARKER: DD = SURVEY DISK
 TB0246_SETTING: 66 = SET IN ROCK OUTCROP
 TB0246_SP_SET: ROCK
 TB0246_STAMPING: 3606-F 1973
 TB0246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0246+STABILITY: POSITION/ELEVATION WELL
 TB0246
 TB0246  HISTORY     - Date     Condition        Report By
 TB0246  HISTORY     - 1973     MONUMENTED       MNDT
 TB0246
 TB0246                          STATION DESCRIPTION
 TB0246
 TB0246'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0246'0.25 MI E FROM INTERNATIONAL FALLS.
 TB0246'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0246'AVENUE) IN INTERNATIONAL FALLS, GO EAST ON TRUNK HIGHWAY 11 FOR 0.7
 TB0246'MILE AND MARK ON THE LEFT (MILEPOST 198.7).  THE MARK IS 48.5 FEET
 TB0246'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 11, 151 FEET WEST OF T ROAD
 TB0246'NORTH, 62.6 FEET SOUTHEAST OF RIGHT-OF-WAY SIGN, 68.5 FEET SOUTHWEST
 TB0246'OF A POWER POLE AND 22.6 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK
 TB0246'IS SET IN A 4 FOOT BY 15 FOOT EXPOSED ROCK AND IS ABOUT LEVEL WITH
 TB0246'TRUNK HIGHWAY 11.  SECTION 35, T 71N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0239 ***********************************************************************
 TB0239  DESIGNATION -  3606 G
 TB0239  PID         -  TB0239
 TB0239  STATE/COUNTY-  MN/KOOCHICHING
 TB0239  COUNTRY     -  US
 TB0239  USGS QUAD   -  RANIER (1986)
 TB0239
 TB0239                         *CURRENT SURVEY CONTROL
 TB0239  ______________________________________________________________________
 TB0239* NAD 83(1986) POSITION- 48 36 36.4    (N) 093 19 41.6    (W)   HD_HELD2  
 TB0239* NAVD 88 ORTHO HEIGHT -   343.176  (meters)    1125.90  (feet) ADJUSTED  
 TB0239  ______________________________________________________________________
 TB0239  GEOID HEIGHT    -        -30.83  (meters)                     GEOID09
 TB0239  DYNAMIC HEIGHT  -        343.257 (meters)     1126.17  (feet) COMP
 TB0239  MODELED GRAVITY -    980,836.7   (mgal)                       NAVD 88
 TB0239
 TB0239  VERT ORDER      -  SECOND    CLASS I
 TB0239
 TB0239.The horizontal coordinates were established by autonomous hand held GPS
 TB0239.observations and have an estimated accuracy of +/- 10 meters.
 TB0239.
 TB0239.The orthometric height was determined by differential leveling and
 TB0239.adjusted in June 1991.
 TB0239
 TB0239.Photographs are available for this station.
 TB0239
 TB0239.The dynamic height is computed by dividing the NAVD 88
 TB0239.geopotential number by the normal gravity value computed on the
 TB0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0239.degrees latitude (g = 980.6199 gals.).
 TB0239
 TB0239.The modeled gravity was interpolated from observed gravity values.
 TB0239
 TB0239;                    North         East    Units  Estimated Accuracy
 TB0239;SPC MN N     -   334,624.      783,171.      MT  (+/- 10 meters HH2 GPS)
 TB0239
 TB0239                          SUPERSEDED SURVEY CONTROL
 TB0239
 TB0239  NGVD 29 (??/??/92)  342.808  (m)         1124.70   (f) ADJ UNCH    2 1
 TB0239
 TB0239.Superseded values are not recommended for survey control.
 TB0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0239.See file dsdata.txt to determine how the superseded data were derived.
 TB0239
 TB0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7580684167(NAD 83)
 TB0239
 TB0239_MARKER: DV = VERTICAL CONTROL DISK
 TB0239_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 TB0239_SP_SET: ROCK LEDGE
 TB0239_STAMPING: 3606 G 1976
 TB0239_MARK LOGO: MNHD  
 TB0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0239+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2008
 TB0239
 TB0239  HISTORY     - Date     Condition        Report By
 TB0239  HISTORY     - 1976     MONUMENTED       MNHD
 TB0239  HISTORY     - 20040808 GOOD             USPSQD
 TB0239  HISTORY     - 20080811 GOOD             MNDT
 TB0239
 TB0239                          STATION DESCRIPTION
 TB0239
 TB0239'DESCRIBED BY MN HIGHWAY DEPT 1976
 TB0239'0.95 MI E FROM RANIER.
 TB0239'THE MARK IS LOCATED 0.95 MILE EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0239'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER AND IS AT
 TB0239'TRUNK HIGHWAY 11 MILEPOINT 201.6.  IT IS 65.7 FEET NORTH OF AND ABOUT
 TB0239'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 11, 38.0 FEET WEST OF THE
 TB0239'CENTER OF COUNTY ROAD 131, 30.0 FEET NORTHWEST OF THE WEST END OF A 15
 TB0239'INCH CORRUGATED METAL CULVERT UNDER COUNTY ROAD 131, 34.0 FEET
 TB0239'NORTHWEST OF A STOP SIGN, AND 15.0 FEET EAST OF A UNDERGROUND CABLE
 TB0239'MARKER (INDEPENDENT TELEPHONE COMPANY).  THE MARK, A STANDARD
 TB0239'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK, IS
 TB0239'CEMENTED INTO A DRILL HOLE IN A 4 FOOT BY 4 FOOT EXPOSED SECTION OF
 TB0239'LEDGEROCK.  IT IS 0.7 FOOT SOUTHWEST OF A STEEL WITNESS POST.  SE 1/4
 TB0239'SECTION 30, T71N, R23W.
 TB0239
 TB0239                          STATION RECOVERY (2004)
 TB0239
 TB0239'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 TB0239'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
 TB0239
 TB0239                          STATION RECOVERY (2008)
 TB0239
 TB0239'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TB0239'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF ISLAND VIEW, 3.8 MI
 TB0239'(6.1 KM) EAST OF INTERNATIONAL FALLS AND 1.0 MI (1.6 KM)
 TB0239'EAST-SOUTHEAST OF RANIER.
 TB0239' 
 TB0239'TO REACH TO THE MARK GO 0.95 MI (1.5 KM) EAST ON TRUNK HIGHWAY 11 FROM
 TB0239'THE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER, AT
 TB0239'TRUNK HIGHWAY 11 MILE POINT 201.6, 65.7 FT (20.0 M) NORTH OF TRUNK
 TB0239'HIGHWAY 11, 38 FT (11.6 M) WEST OF COUNTY ROAD 131, 30 FT (9.1 M)
 TB0239'NORTHWEST OF CULVERT, 34 FT (10.4 M) NORTHWEST OF STOP SIGN, 15 FT
 TB0239'(4.6 M) EAST OF UNDERGROUND CABLE MARKER, 0.7 FT (0.2 M) SOUTHWEST OF
 TB0239'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0238 ***********************************************************************
 TB0238  DESIGNATION -  3606 H
 TB0238  PID         -  TB0238
 TB0238  STATE/COUNTY-  MN/KOOCHICHING
 TB0238  COUNTRY     -  US
 TB0238  USGS QUAD   -  RANIER (1986)
 TB0238
 TB0238                         *CURRENT SURVEY CONTROL
 TB0238  ______________________________________________________________________
 TB0238* NAD 83(1986) POSITION- 48 36 37.     (N) 093 19 04.     (W)   SCALED    
 TB0238* NAVD 88 ORTHO HEIGHT -   344.129  (meters)    1129.03  (feet) ADJUSTED  
 TB0238  ______________________________________________________________________
 TB0238  GEOID HEIGHT    -        -30.85  (meters)                     GEOID09
 TB0238  DYNAMIC HEIGHT  -        344.211 (meters)     1129.30  (feet) COMP
 TB0238  MODELED GRAVITY -    980,836.6   (mgal)                       NAVD 88
 TB0238
 TB0238  VERT ORDER      -  SECOND    CLASS I
 TB0238
 TB0238.The horizontal coordinates were scaled from a topographic map and have
 TB0238.an estimated accuracy of +/- 6 seconds.
 TB0238.
 TB0238.The orthometric height was determined by differential leveling and
 TB0238.adjusted in June 1991.
 TB0238
 TB0238.The dynamic height is computed by dividing the NAVD 88
 TB0238.geopotential number by the normal gravity value computed on the
 TB0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0238.degrees latitude (g = 980.6199 gals.).
 TB0238
 TB0238.The modeled gravity was interpolated from observed gravity values.
 TB0238
 TB0238;                    North         East    Units  Estimated Accuracy
 TB0238;SPC MN N     -   334,640.      783,940.      MT  (+/- 180 meters Scaled)
 TB0238
 TB0238                          SUPERSEDED SURVEY CONTROL
 TB0238
 TB0238  NGVD 29 (??/??/92)  343.761  (m)         1127.82   (f) ADJ UNCH    2 1
 TB0238
 TB0238.Superseded values are not recommended for survey control.
 TB0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0238.See file dsdata.txt to determine how the superseded data were derived.
 TB0238
 TB0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP765841(NAD 83)
 TB0238
 TB0238_MARKER: DD = SURVEY DISK
 TB0238_SETTING: 66 = SET IN ROCK OUTCROP
 TB0238_SP_SET: ROCK LEDGE
 TB0238_STAMPING: 3606 H 1976
 TB0238_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0238+STABILITY: POSITION/ELEVATION WELL
 TB0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0238+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 TB0238
 TB0238  HISTORY     - Date     Condition        Report By
 TB0238  HISTORY     - 1976     MONUMENTED       MNDT
 TB0238  HISTORY     - 20021002 GOOD             NGS
 TB0238  HISTORY     - 20040808 GOOD             USPSQD
 TB0238
 TB0238                          STATION DESCRIPTION
 TB0238
 TB0238'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0238'1.45 MI E FROM RANIER.
 TB0238'THE MARK IS LOCATED 1.45 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0238'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER AND IS AT
 TB0238'TRUNK HIGHWAY 11 MILEPOINT 202.1.  IT IS 76.6 FEET NORTH OF THE
 TB0238'CENTERLINE OF TRUNK HIGHWAY 11, 58.0 FEET WEST OF THE CENTER OF COUNTY
 TB0238'ROAD 93, 52.5 FEET NORTHWEST OF A STOP SIGN, 49.7 FEET NORTHWEST OF
 TB0238'THE WEST END OF A 24 INCH CORRUGATED METAL CULVERT UNDER COUNTY ROAD
 TB0238'93, AND 29.2 FEET WEST OF A BURIED CABLE MARKER (INDEPENDENT TELEPHONE
 TB0238'COMPANY).  THE MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 TB0238'CONTROL MONUMENT (VCM) DISK, IS CEMENTED INTO A DRILL HOLE IN A 3 FOOT
 TB0238'BY 6 FOOT SECTION OF EXPOSED LEDGEROCK. IT IS 0.8 FEET SOUTH OF A
 TB0238'STEEL WITNESS POST.  SW 1/4, SECTION 29, T71N, R23W.
 TB0238
 TB0238                          STATION RECOVERY (2002)
 TB0238
 TB0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TB0238'RECOVERED IN GOOD CONDITION.
 TB0238
 TB0238                          STATION RECOVERY (2004)
 TB0238
 TB0238'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 TB0238'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0235 ***********************************************************************
 TB0235  DESIGNATION -  3606 J
 TB0235  PID         -  TB0235
 TB0235  STATE/COUNTY-  MN/KOOCHICHING
 TB0235  COUNTRY     -  US
 TB0235  USGS QUAD   -  RANIER (1986)
 TB0235
 TB0235                         *CURRENT SURVEY CONTROL
 TB0235  ______________________________________________________________________
 TB0235* NAD 83(1986) POSITION- 48 36 29.     (N) 093 18 17.     (W)   SCALED    
 TB0235* NAVD 88 ORTHO HEIGHT -   343.767  (meters)    1127.84  (feet) ADJUSTED  
 TB0235  ______________________________________________________________________
 TB0235  GEOID HEIGHT    -        -30.86  (meters)                     GEOID09
 TB0235  DYNAMIC HEIGHT  -        343.848 (meters)     1128.11  (feet) COMP
 TB0235  MODELED GRAVITY -    980,836.1   (mgal)                       NAVD 88
 TB0235
 TB0235  VERT ORDER      -  SECOND    CLASS I
 TB0235
 TB0235.The horizontal coordinates were scaled from a topographic map and have
 TB0235.an estimated accuracy of +/- 6 seconds.
 TB0235.
 TB0235.The orthometric height was determined by differential leveling and
 TB0235.adjusted in June 1991.
 TB0235
 TB0235.The dynamic height is computed by dividing the NAVD 88
 TB0235.geopotential number by the normal gravity value computed on the
 TB0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0235.degrees latitude (g = 980.6199 gals.).
 TB0235
 TB0235.The modeled gravity was interpolated from observed gravity values.
 TB0235
 TB0235;                    North         East    Units  Estimated Accuracy
 TB0235;SPC MN N     -   334,390.      784,900.      MT  (+/- 180 meters Scaled)
 TB0235
 TB0235                          SUPERSEDED SURVEY CONTROL
 TB0235
 TB0235  NGVD 29 (??/??/92)  343.398  (m)         1126.63   (f) ADJ UNCH    2 1
 TB0235
 TB0235.Superseded values are not recommended for survey control.
 TB0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0235.See file dsdata.txt to determine how the superseded data were derived.
 TB0235
 TB0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP775839(NAD 83)
 TB0235
 TB0235_MARKER: DD = SURVEY DISK
 TB0235_SETTING: 66 = SET IN ROCK OUTCROP
 TB0235_SP_SET: ROCK LEDGE
 TB0235_STAMPING: 3606 J 1976
 TB0235_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0235+STABILITY: POSITION/ELEVATION WELL
 TB0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0235+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 TB0235
 TB0235  HISTORY     - Date     Condition        Report By
 TB0235  HISTORY     - 1976     MONUMENTED       MNDT
 TB0235  HISTORY     - 20040808 GOOD             USPSQD
 TB0235
 TB0235                          STATION DESCRIPTION
 TB0235
 TB0235'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0235'2.1 MI E FROM RANIER.
 TB0235'THE MARK IS LOCATED 2.1 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0235'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0235'TRUNK HIGHWAY 11 MILEPOINT 202.75.  IT IS 49.8 FEET NORTH OF AND ABOUT
 TB0235'2 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 11, 101.5 FEET
 TB0235'EAST-SOUTHEAST OF A RIGHT-OF-WAY SIGN POST (WITH CONTROLLED ACCESS
 TB0235'SIGN), 18.0 FEET SOUTH OF AN 18 INCH SPRUCE TREE, AND 5 FEET NORTH OF
 TB0235'THE SOUTH FACE OF 120 FOOT LONG EXPOSED SECTION OF LEDGEROCK. THE
 TB0235'MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 TB0235'MONUMENT (VCM) DISK IS CEMENTED INTO A DRILL HOLE NEAR THE HIGH POINT
 TB0235'OF THE LEDGEROCK.  SW 1/4 SECTION 28, T71N, R23W.
 TB0235
 TB0235                          STATION RECOVERY (2004)
 TB0235
 TB0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 TB0235'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0233 ***********************************************************************
 TB0233  DESIGNATION -  3606 K
 TB0233  PID         -  TB0233
 TB0233  STATE/COUNTY-  MN/KOOCHICHING
 TB0233  COUNTRY     -  US
 TB0233  USGS QUAD   -  RANIER (1986)
 TB0233
 TB0233                         *CURRENT SURVEY CONTROL
 TB0233  ______________________________________________________________________
 TB0233* NAD 83(1986) POSITION- 48 36 17.     (N) 093 17 21.     (W)   SCALED    
 TB0233* NAVD 88 ORTHO HEIGHT -   340.837  (meters)    1118.23  (feet) ADJUSTED  
 TB0233  ______________________________________________________________________
 TB0233  GEOID HEIGHT    -        -30.88  (meters)                     GEOID09
 TB0233  DYNAMIC HEIGHT  -        340.917 (meters)     1118.49  (feet) COMP
 TB0233  MODELED GRAVITY -    980,835.1   (mgal)                       NAVD 88
 TB0233
 TB0233  VERT ORDER      -  SECOND    CLASS I
 TB0233
 TB0233.The horizontal coordinates were scaled from a topographic map and have
 TB0233.an estimated accuracy of +/- 6 seconds.
 TB0233.
 TB0233.The orthometric height was determined by differential leveling and
 TB0233.adjusted in June 1991.
 TB0233
 TB0233.The dynamic height is computed by dividing the NAVD 88
 TB0233.geopotential number by the normal gravity value computed on the
 TB0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0233.degrees latitude (g = 980.6199 gals.).
 TB0233
 TB0233.The modeled gravity was interpolated from observed gravity values.
 TB0233
 TB0233;                    North         East    Units  Estimated Accuracy
 TB0233;SPC MN N     -   334,020.      786,050.      MT  (+/- 180 meters Scaled)
 TB0233
 TB0233                          SUPERSEDED SURVEY CONTROL
 TB0233
 TB0233  NGVD 29 (??/??/92)  340.468  (m)         1117.02   (f) ADJ UNCH    2 1
 TB0233
 TB0233.Superseded values are not recommended for survey control.
 TB0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0233.See file dsdata.txt to determine how the superseded data were derived.
 TB0233
 TB0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP786835(NAD 83)
 TB0233
 TB0233_MARKER: DD = SURVEY DISK
 TB0233_SETTING: 66 = SET IN ROCK OUTCROP
 TB0233_SP_SET: ROCK LEDGE
 TB0233_STAMPING: 3606 K 1976
 TB0233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0233+STABILITY: POSITION/ELEVATION WELL
 TB0233
 TB0233  HISTORY     - Date     Condition        Report By
 TB0233  HISTORY     - 1976     MONUMENTED       MNDT
 TB0233
 TB0233                          STATION DESCRIPTION
 TB0233
 TB0233'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0233'2.8 MI E FROM RANIER.
 TB0233'THE MARK IS LOCATED 3.1 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0233'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  THENCE
 TB0233'SOUTH AND WESTERLY ALONG COUNTY ROAD 109 FOR 0.2 MILE.  IT IS 30.0
 TB0233'FEET SOUTHWEST OF AND ABOUT 3 FEET HIGHER THAN COUNTY ROAD 109, 40.8
 TB0233'FEET NORTHWEST OF THE CENTER OF FIELD ROAD SOUTHWEST, 73.8 FEET
 TB0233'NORTHEAST OF A POWER POLE, 7.4 FEET SOUTHWEST OF A 4 INCH OAK, AND
 TB0233'30.0 FEET SOUTHEAST OF AND 10 FEET LOWER THAN THE HIGHPOINT OF
 TB0233'LEDGEROCK.  THE MARK A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 TB0233'CONTROL MONUMENT (VCM) CEMENTED INTO A DRILL HOLE IN LEDGEROCK AND IS
 TB0233'0.7 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST.  SE 1/4 SECTION 28, T
 TB0233'71N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0230 ***********************************************************************
 TB0230  DESIGNATION -  3606 L
 TB0230  PID         -  TB0230
 TB0230  STATE/COUNTY-  MN/KOOCHICHING
 TB0230  COUNTRY     -  US
 TB0230  USGS QUAD   -  RANIER (1986)
 TB0230
 TB0230                         *CURRENT SURVEY CONTROL
 TB0230  ______________________________________________________________________
 TB0230* NAD 83(1986) POSITION- 48 36 09.     (N) 093 16 30.     (W)   SCALED    
 TB0230* NAVD 88 ORTHO HEIGHT -   342.667  (meters)    1124.23  (feet) ADJUSTED  
 TB0230  ______________________________________________________________________
 TB0230  GEOID HEIGHT    -        -30.90  (meters)                     GEOID09
 TB0230  DYNAMIC HEIGHT  -        342.747 (meters)     1124.50  (feet) COMP
 TB0230  MODELED GRAVITY -    980,834.1   (mgal)                       NAVD 88
 TB0230
 TB0230  VERT ORDER      -  SECOND    CLASS I
 TB0230
 TB0230.The horizontal coordinates were scaled from a topographic map and have
 TB0230.an estimated accuracy of +/- 6 seconds.
 TB0230.
 TB0230.The orthometric height was determined by differential leveling and
 TB0230.adjusted in June 1991.
 TB0230
 TB0230.The dynamic height is computed by dividing the NAVD 88
 TB0230.geopotential number by the normal gravity value computed on the
 TB0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0230.degrees latitude (g = 980.6199 gals.).
 TB0230
 TB0230.The modeled gravity was interpolated from observed gravity values.
 TB0230
 TB0230;                    North         East    Units  Estimated Accuracy
 TB0230;SPC MN N     -   333,770.      787,090.      MT  (+/- 180 meters Scaled)
 TB0230
 TB0230                          SUPERSEDED SURVEY CONTROL
 TB0230
 TB0230  NGVD 29 (??/??/92)  342.296  (m)         1123.02   (f) ADJ UNCH    2 1
 TB0230
 TB0230.Superseded values are not recommended for survey control.
 TB0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0230.See file dsdata.txt to determine how the superseded data were derived.
 TB0230
 TB0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP797833(NAD 83)
 TB0230
 TB0230_MARKER: DD = SURVEY DISK
 TB0230_SETTING: 66 = SET IN ROCK OUTCROP
 TB0230_SP_SET: ROCK LEDGE
 TB0230_STAMPING: 3606 L 1976
 TB0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0230+STABILITY: POSITION/ELEVATION WELL
 TB0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0230+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 TB0230
 TB0230  HISTORY     - Date     Condition        Report By
 TB0230  HISTORY     - 1976     MONUMENTED       MNDT
 TB0230  HISTORY     - 20040808 GOOD             USPSQD
 TB0230
 TB0230                          STATION DESCRIPTION
 TB0230
 TB0230'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0230'3.9 MI E FROM RANIER.
 TB0230'THE MARK IS LOCATED 3.6 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0230'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER AND IS AT
 TB0230'TRUNK HIGHWAY 11 MILEPOINT 204.2.  IT IS 72.5 FEET NORTH OF AND ABOUT
 TB0230'8 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 11, 131.5 FEET EAST
 TB0230'OF A RIGHT-OF-WAY POST, AND 1.5 FEET SOUTH OF A FENCE LINE AROUND A
 TB0230'PASTURE.  THE MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 TB0230'CONTROL MONUMENT (VCM) DISK, IS CEMENTED INTO A DRILL HOLE IN
 TB0230'LEDGEROCK AND IS 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  NW 1/4
 TB0230'SECTION 34, T 71N, R 23W.
 TB0230
 TB0230                          STATION RECOVERY (2004)
 TB0230
 TB0230'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 TB0230'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS JRD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0227 ***********************************************************************
 TB0227  DESIGNATION -  3606 M
 TB0227  PID         -  TB0227
 TB0227  STATE/COUNTY-  MN/KOOCHICHING
 TB0227  COUNTRY     -  US
 TB0227  USGS QUAD   -  RANIER (1986)
 TB0227
 TB0227                         *CURRENT SURVEY CONTROL
 TB0227  ______________________________________________________________________
 TB0227* NAD 83(1986) POSITION- 48 36 02.     (N) 093 15 38.     (W)   SCALED    
 TB0227* NAVD 88 ORTHO HEIGHT -   347.936  (meters)    1141.52  (feet) ADJUSTED  
 TB0227  ______________________________________________________________________
 TB0227  GEOID HEIGHT    -        -30.93  (meters)                     GEOID09
 TB0227  DYNAMIC HEIGHT  -        348.017 (meters)     1141.79  (feet) COMP
 TB0227  MODELED GRAVITY -    980,833.0   (mgal)                       NAVD 88
 TB0227
 TB0227  VERT ORDER      -  SECOND    CLASS I
 TB0227
 TB0227.The horizontal coordinates were scaled from a topographic map and have
 TB0227.an estimated accuracy of +/- 6 seconds.
 TB0227.
 TB0227.The orthometric height was determined by differential leveling and
 TB0227.adjusted in June 1991.
 TB0227
 TB0227.The dynamic height is computed by dividing the NAVD 88
 TB0227.geopotential number by the normal gravity value computed on the
 TB0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0227.degrees latitude (g = 980.6199 gals.).
 TB0227
 TB0227.The modeled gravity was interpolated from observed gravity values.
 TB0227
 TB0227;                    North         East    Units  Estimated Accuracy
 TB0227;SPC MN N     -   333,550.      788,160.      MT  (+/- 180 meters Scaled)
 TB0227
 TB0227                          SUPERSEDED SURVEY CONTROL
 TB0227
 TB0227  NGVD 29 (??/??/92)  347.565  (m)         1140.30   (f) ADJ UNCH    2 1
 TB0227
 TB0227.Superseded values are not recommended for survey control.
 TB0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0227.See file dsdata.txt to determine how the superseded data were derived.
 TB0227
 TB0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP807830(NAD 83)
 TB0227
 TB0227_MARKER: DD = SURVEY DISK
 TB0227_SETTING: 66 = SET IN ROCK OUTCROP
 TB0227_SP_SET: ROCK LEDGE
 TB0227_STAMPING: 3606 M 1976
 TB0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0227+STABILITY: POSITION/ELEVATION WELL
 TB0227
 TB0227  HISTORY     - Date     Condition        Report By
 TB0227  HISTORY     - 1976     MONUMENTED       MNDT
 TB0227
 TB0227                          STATION DESCRIPTION
 TB0227
 TB0227'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0227'4.3 MI E FROM RANIER.
 TB0227'THE MARK IS LOCATED 4.3 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0227'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER AND IS AT
 TB0227'TRUNK HIGHWAY 11 MILEPOINT 204.95.  IT IS 85.0 FEET NORTH OF AND ABOUT
 TB0227'15 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 11 AT STATION
 TB0227'386+40, 20.2 FEET SOUTH-SOUTHWEST OF A 24 INCH WHITE PINE, AND 39.4
 TB0227'FEET NORTHEAST OF A SRP IN A 24 INCH SPRUCE TREE.  THE MARK, A
 TB0227'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 TB0227'DISK, IS CEMENTED INTO A DRILL HOLE NEAR THE HIGHPOINT OF A ROUNDED
 TB0227'SECTION OF LEDGEROCK AND 0.6 FOOT SOUTHEAST OF A STEEL WITNESS POST.
 TB0227'NW 1/4 SECTION 35, T 71N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0224 ***********************************************************************
 TB0224  DESIGNATION -  3606 N
 TB0224  PID         -  TB0224
 TB0224  STATE/COUNTY-  MN/KOOCHICHING
 TB0224  COUNTRY     -  US
 TB0224  USGS QUAD   -  ISLAND VIEW (1986)
 TB0224
 TB0224                         *CURRENT SURVEY CONTROL
 TB0224  ______________________________________________________________________
 TB0224* NAD 83(1986) POSITION- 48 35 55.     (N) 093 14 00.     (W)   SCALED    
 TB0224* NAVD 88 ORTHO HEIGHT -   343.198  (meters)    1125.98  (feet) ADJUSTED  
 TB0224  ______________________________________________________________________
 TB0224  GEOID HEIGHT    -        -30.97  (meters)                     GEOID09
 TB0224  DYNAMIC HEIGHT  -        343.277 (meters)     1126.23  (feet) COMP
 TB0224  MODELED GRAVITY -    980,830.9   (mgal)                       NAVD 88
 TB0224
 TB0224  VERT ORDER      -  SECOND    CLASS I
 TB0224
 TB0224.The horizontal coordinates were scaled from a topographic map and have
 TB0224.an estimated accuracy of +/- 6 seconds.
 TB0224.
 TB0224.The orthometric height was determined by differential leveling and
 TB0224.adjusted in June 1991.
 TB0224
 TB0224.The dynamic height is computed by dividing the NAVD 88
 TB0224.geopotential number by the normal gravity value computed on the
 TB0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0224.degrees latitude (g = 980.6199 gals.).
 TB0224
 TB0224.The modeled gravity was interpolated from observed gravity values.
 TB0224
 TB0224;                    North         East    Units  Estimated Accuracy
 TB0224;SPC MN N     -   333,330.      790,170.      MT  (+/- 180 meters Scaled)
 TB0224
 TB0224                          SUPERSEDED SURVEY CONTROL
 TB0224
 TB0224  NGVD 29 (??/??/92)  342.826  (m)         1124.76   (f) ADJ UNCH    2 1
 TB0224
 TB0224.Superseded values are not recommended for survey control.
 TB0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0224.See file dsdata.txt to determine how the superseded data were derived.
 TB0224
 TB0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP827828(NAD 83)
 TB0224
 TB0224_MARKER: DD = SURVEY DISK
 TB0224_SETTING: 66 = SET IN ROCK OUTCROP
 TB0224_SP_SET: ROCK LEDGE
 TB0224_STAMPING: 3606 N 1976
 TB0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0224+STABILITY: POSITION/ELEVATION WELL
 TB0224
 TB0224  HISTORY     - Date     Condition        Report By
 TB0224  HISTORY     - 1976     MONUMENTED       MNDT
 TB0224
 TB0224                          STATION DESCRIPTION
 TB0224
 TB0224'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0224'5.6 MI E FROM RANIER.
 TB0224'THE MARK IS LOCATED 5.6 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0224'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0224'TRUNK HIGHWAY 11 MILEPOINT 206.15.  IT IS 80.0 FEET NORTH OF AND ABOUT
 TB0224'10 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 11 AT STATION
 TB0224'453+90, 36.7 FEET EAST OF THE CENTER OF A CLUMP OF 8 INCH BIRCH TREES,
 TB0224'37.7 FEET NORTHEAST OF A 10 INCH BIRCH TREE, AND 62.3 FEET OF AN 8
 TB0224'INCH POPLAR AT THE SOUTH EDGE OF A ROAD SIDE REST AREA. IT IS A
 TB0224'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 TB0224'DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK AND IS 0.8 FOOT SOUTH OF
 TB0224'A STEEL WITNESS POST.  NW 1/4 SECTION 36, T 71N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0223 ***********************************************************************
 TB0223  DESIGNATION -  3606 P
 TB0223  PID         -  TB0223
 TB0223  STATE/COUNTY-  MN/KOOCHICHING
 TB0223  COUNTRY     -  US
 TB0223  USGS QUAD   -  ISLAND VIEW (1986)
 TB0223
 TB0223                         *CURRENT SURVEY CONTROL
 TB0223  ______________________________________________________________________
 TB0223* NAD 83(1986) POSITION- 48 35 56.     (N) 093 13 19.     (W)   SCALED    
 TB0223* NAVD 88 ORTHO HEIGHT -   341.107  (meters)    1119.12  (feet) ADJUSTED  
 TB0223  ______________________________________________________________________
 TB0223  GEOID HEIGHT    -        -30.99  (meters)                     GEOID09
 TB0223  DYNAMIC HEIGHT  -        341.185 (meters)     1119.37  (feet) COMP
 TB0223  MODELED GRAVITY -    980,830.1   (mgal)                       NAVD 88
 TB0223
 TB0223  VERT ORDER      -  SECOND    CLASS I
 TB0223
 TB0223.The horizontal coordinates were scaled from a topographic map and have
 TB0223.an estimated accuracy of +/- 6 seconds.
 TB0223.
 TB0223.The orthometric height was determined by differential leveling and
 TB0223.adjusted in June 1991.
 TB0223
 TB0223.The dynamic height is computed by dividing the NAVD 88
 TB0223.geopotential number by the normal gravity value computed on the
 TB0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0223.degrees latitude (g = 980.6199 gals.).
 TB0223
 TB0223.The modeled gravity was interpolated from observed gravity values.
 TB0223
 TB0223;                    North         East    Units  Estimated Accuracy
 TB0223;SPC MN N     -   333,360.      791,010.      MT  (+/- 180 meters Scaled)
 TB0223
 TB0223                          SUPERSEDED SURVEY CONTROL
 TB0223
 TB0223  NGVD 29 (??/??/92)  340.734  (m)         1117.89   (f) ADJ UNCH    2 1
 TB0223
 TB0223.Superseded values are not recommended for survey control.
 TB0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0223.See file dsdata.txt to determine how the superseded data were derived.
 TB0223
 TB0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP836828(NAD 83)
 TB0223
 TB0223_MARKER: DD = SURVEY DISK
 TB0223_SETTING: 66 = SET IN ROCK OUTCROP
 TB0223_SP_SET: ROCK LEDGE
 TB0223_STAMPING: 3606 P 1976
 TB0223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0223+STABILITY: POSITION/ELEVATION WELL
 TB0223
 TB0223  HISTORY     - Date     Condition        Report By
 TB0223  HISTORY     - 1976     MONUMENTED       MNDT
 TB0223
 TB0223                          STATION DESCRIPTION
 TB0223
 TB0223'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0223'6.15 MI E FROM RANIER.
 TB0223'THE MARK IS LOCATED 5.6 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0223'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0223'TRUNK HIGHWAY 11 MILEPOINT 206.7.  IT IS 115.0 FEET NORTH OF AND ABOUT
 TB0223'4 FEET HIGHER THAN CENTERLINE OF TRUNK HIGHWAY 11, 126.0 FEET WEST OF
 TB0223'THE CENTER OF COUNTY ROAD 137, 2.3 FEET EAST OF A 10 INCH POPLAR AND
 TB0223'AT THE WEST EDGE OF 40 FOOT BY 10 FOOT HIGH LEDGE OF ROCK. IT IS A
 TB0223'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 TB0223'DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK AND IS 0.8 FOOT SOUTH OF
 TB0223'A STEEL WITNESS POST.  NE 1/4 SECTION 36, T 71N, R 23W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0222 ***********************************************************************
 TB0222  DESIGNATION -  3606 Q
 TB0222  PID         -  TB0222
 TB0222  STATE/COUNTY-  MN/KOOCHICHING
 TB0222  COUNTRY     -  US
 TB0222  USGS QUAD   -  ISLAND VIEW (1986)
 TB0222
 TB0222                         *CURRENT SURVEY CONTROL
 TB0222  ______________________________________________________________________
 TB0222* NAD 83(1986) POSITION- 48 35 46.     (N) 093 12 30.     (W)   SCALED    
 TB0222* NAVD 88 ORTHO HEIGHT -   354.812  (meters)    1164.08  (feet) ADJUSTED  
 TB0222  ______________________________________________________________________
 TB0222  GEOID HEIGHT    -        -31.01  (meters)                     GEOID09
 TB0222  DYNAMIC HEIGHT  -        354.893 (meters)     1164.34  (feet) COMP
 TB0222  MODELED GRAVITY -    980,828.9   (mgal)                       NAVD 88
 TB0222
 TB0222  VERT ORDER      -  SECOND    CLASS I
 TB0222
 TB0222.The horizontal coordinates were scaled from a topographic map and have
 TB0222.an estimated accuracy of +/- 6 seconds.
 TB0222.
 TB0222.The orthometric height was determined by differential leveling and
 TB0222.adjusted in June 1991.
 TB0222
 TB0222.The dynamic height is computed by dividing the NAVD 88
 TB0222.geopotential number by the normal gravity value computed on the
 TB0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0222.degrees latitude (g = 980.6199 gals.).
 TB0222
 TB0222.The modeled gravity was interpolated from observed gravity values.
 TB0222
 TB0222;                    North         East    Units  Estimated Accuracy
 TB0222;SPC MN N     -   333,050.      792,010.      MT  (+/- 180 meters Scaled)
 TB0222
 TB0222                          SUPERSEDED SURVEY CONTROL
 TB0222
 TB0222  NGVD 29 (??/??/92)  354.440  (m)         1162.86   (f) ADJ UNCH    2 1
 TB0222
 TB0222.Superseded values are not recommended for survey control.
 TB0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0222.See file dsdata.txt to determine how the superseded data were derived.
 TB0222
 TB0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP846825(NAD 83)
 TB0222
 TB0222_MARKER: DD = SURVEY DISK
 TB0222_SETTING: 66 = SET IN ROCK OUTCROP
 TB0222_SP_SET: ROCK LEDGE
 TB0222_STAMPING: 3606 Q 1976
 TB0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0222+STABILITY: POSITION/ELEVATION WELL
 TB0222
 TB0222  HISTORY     - Date     Condition        Report By
 TB0222  HISTORY     - 1976     MONUMENTED       MNDT
 TB0222
 TB0222                          STATION DESCRIPTION
 TB0222
 TB0222'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0222'6.85 MI E FROM RANIER.
 TB0222'THE MARK IS LOCATED 6.85 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0222'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0222'TRUNK HIGHWAY 11 MILEPOINT 207.4.  IT IS 217.0 FEET NORTH OF THE
 TB0222'CENTERLINE OF TRUNK HIGHWAY 11 AT STATION 517+25, 49.0 FEET
 TB0222'WEST-NORTHWEST OF AND ABOUT 3 FEET HIGHER THAN COUNTY ROAD 138, 21.2
 TB0222'FEET NORTH OF A EAST-WEST POWER LINE, 57.7 FEET NORTHEAST OF A POWER
 TB0222'POLE, AND 47.4 FEET NORTH-NORTHWEST OF A 15 INCH BLAZED POPLAR.  IT IS
 TB0222'A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 TB0222'(VCM) DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK, AND IS 0.8 FOOT
 TB0222'SOUTH OF A STEEL WITNESS POST.  SE 1/4 SECTION 31, T 71N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0221 ***********************************************************************
 TB0221  DESIGNATION -  3606 R
 TB0221  PID         -  TB0221
 TB0221  STATE/COUNTY-  MN/KOOCHICHING
 TB0221  COUNTRY     -  US
 TB0221  USGS QUAD   -  ISLAND VIEW (1986)
 TB0221
 TB0221                         *CURRENT SURVEY CONTROL
 TB0221  ______________________________________________________________________
 TB0221* NAD 83(1986) POSITION- 48 35 41.     (N) 093 11 52.     (W)   SCALED    
 TB0221* NAVD 88 ORTHO HEIGHT -   347.196  (meters)    1139.09  (feet) ADJUSTED  
 TB0221  ______________________________________________________________________
 TB0221  GEOID HEIGHT    -        -31.03  (meters)                     GEOID09
 TB0221  DYNAMIC HEIGHT  -        347.275 (meters)     1139.35  (feet) COMP
 TB0221  MODELED GRAVITY -    980,828.1   (mgal)                       NAVD 88
 TB0221
 TB0221  VERT ORDER      -  SECOND    CLASS I
 TB0221
 TB0221.The horizontal coordinates were scaled from a topographic map and have
 TB0221.an estimated accuracy of +/- 6 seconds.
 TB0221.
 TB0221.The orthometric height was determined by differential leveling and
 TB0221.adjusted in June 1991.
 TB0221
 TB0221.The dynamic height is computed by dividing the NAVD 88
 TB0221.geopotential number by the normal gravity value computed on the
 TB0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0221.degrees latitude (g = 980.6199 gals.).
 TB0221
 TB0221.The modeled gravity was interpolated from observed gravity values.
 TB0221
 TB0221;                    North         East    Units  Estimated Accuracy
 TB0221;SPC MN N     -   332,890.      792,790.      MT  (+/- 180 meters Scaled)
 TB0221
 TB0221                          SUPERSEDED SURVEY CONTROL
 TB0221
 TB0221  NGVD 29 (??/??/92)  346.823  (m)         1137.87   (f) ADJ UNCH    2 1
 TB0221
 TB0221.Superseded values are not recommended for survey control.
 TB0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0221.See file dsdata.txt to determine how the superseded data were derived.
 TB0221
 TB0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP854824(NAD 83)
 TB0221
 TB0221_MARKER: DD = SURVEY DISK
 TB0221_SETTING: 66 = SET IN ROCK OUTCROP
 TB0221_SP_SET: ROCK LEDGE
 TB0221_STAMPING: 3606 R 1976
 TB0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0221+STABILITY: POSITION/ELEVATION WELL
 TB0221
 TB0221  HISTORY     - Date     Condition        Report By
 TB0221  HISTORY     - 1976     MONUMENTED       MNDT
 TB0221
 TB0221                          STATION DESCRIPTION
 TB0221
 TB0221'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0221'7.4 MI E FROM RANIER.
 TB0221'THE MARK IS LOCATED 7.4 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0221'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0221'TRUNK HIGHWAY 11 MILEPOINT 207.95.  IT IS 72.3 FEET NORTH OF AND ABOUT
 TB0221'2 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 11 AT STATION
 TB0221'546+35, 13 FEET EAST OF THE CENTER OF A FIELD ROAD NORTH TO A GRAVEL
 TB0221'PIT, 56.2 FEET NORTH OF EAST END OF 15 INCH CORRUGATED METAL CULVERT
 TB0221'UNDER ROAD NORTH, AND 41.5 FEET NORTHEAST OF A 2 INCH MAPLE. IT IS A
 TB0221'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 TB0221'DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK, AND IS 0.7 FOOT SOUTH OF
 TB0221'A STEEL WITNESS POST.  SW 1/4 SECTION 32, T 71N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0220 ***********************************************************************
 TB0220  DESIGNATION -  3606 S
 TB0220  PID         -  TB0220
 TB0220  STATE/COUNTY-  MN/KOOCHICHING
 TB0220  COUNTRY     -  US
 TB0220  USGS QUAD   -  ISLAND VIEW (1986)
 TB0220
 TB0220                         *CURRENT SURVEY CONTROL
 TB0220  ______________________________________________________________________
 TB0220* NAD 83(1986) POSITION- 48 35 51.     (N) 093 11 14.     (W)   SCALED    
 TB0220* NAVD 88 ORTHO HEIGHT -   343.073  (meters)    1125.57  (feet) ADJUSTED  
 TB0220  ______________________________________________________________________
 TB0220  GEOID HEIGHT    -        -31.05  (meters)                     GEOID09
 TB0220  DYNAMIC HEIGHT  -        343.151 (meters)     1125.82  (feet) COMP
 TB0220  MODELED GRAVITY -    980,827.7   (mgal)                       NAVD 88
 TB0220
 TB0220  VERT ORDER      -  SECOND    CLASS I
 TB0220
 TB0220.The horizontal coordinates were scaled from a topographic map and have
 TB0220.an estimated accuracy of +/- 6 seconds.
 TB0220.
 TB0220.The orthometric height was determined by differential leveling and
 TB0220.adjusted in June 1991.
 TB0220
 TB0220.The dynamic height is computed by dividing the NAVD 88
 TB0220.geopotential number by the normal gravity value computed on the
 TB0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0220.degrees latitude (g = 980.6199 gals.).
 TB0220
 TB0220.The modeled gravity was interpolated from observed gravity values.
 TB0220
 TB0220;                    North         East    Units  Estimated Accuracy
 TB0220;SPC MN N     -   333,200.      793,570.      MT  (+/- 180 meters Scaled)
 TB0220
 TB0220                          SUPERSEDED SURVEY CONTROL
 TB0220
 TB0220  NGVD 29 (??/??/92)  342.701  (m)         1124.34   (f) ADJ UNCH    2 1
 TB0220
 TB0220.Superseded values are not recommended for survey control.
 TB0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0220.See file dsdata.txt to determine how the superseded data were derived.
 TB0220
 TB0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP861827(NAD 83)
 TB0220
 TB0220_MARKER: DD = SURVEY DISK
 TB0220_SETTING: 66 = SET IN ROCK OUTCROP
 TB0220_SP_SET: ROCK LEDGE
 TB0220_STAMPING: 3606 S 1976
 TB0220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0220+STABILITY: POSITION/ELEVATION WELL
 TB0220
 TB0220  HISTORY     - Date     Condition        Report By
 TB0220  HISTORY     - 1976     MONUMENTED       MNDT
 TB0220
 TB0220                          STATION DESCRIPTION
 TB0220
 TB0220'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0220'7.9 MI E FROM RANIER.
 TB0220'THE MARK IS LOCATED 7.9 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0220'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0220'TRUNK HIGHWAY 11 MILEPOINT 208.4.  IT IS ABOUT 250 FEET NORTH OF THE
 TB0220'CENTERLINE OF TRUNK HIGHWAY 11 AT STATION 272+25, 26.0 FEET
 TB0220'EAST-SOUTHEAST OF COUNTY ROAD 139 (TO THUNDERBIRD LODGE), 59.6 FEET
 TB0220'NORTHEAST OF THE CENTER OF THE NORTHEAST LEG OF SIGN THUNDERBIRD
 TB0220'LODGE, 50.0 FEET NORTH OF AN EAST-WEST POWER LINE CROSSING, 98.2 FEET
 TB0220'NORTH OF A 15 INCH BIRCH TREE, AND 5.7 FEET NORTH OF TWIN 6 INCH
 TB0220'BALSAM FIR TREES.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 TB0220'VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO A DRILL HOLE
 TB0220'LEDGEROCK AND IS 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  NE 1/4
 TB0220'SECTION 32, T 71N, R 22W.    .
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0219 ***********************************************************************
 TB0219  DESIGNATION -  3606 T
 TB0219  PID         -  TB0219
 TB0219  STATE/COUNTY-  MN/KOOCHICHING
 TB0219  COUNTRY     -  US
 TB0219  USGS QUAD   -  ISLAND VIEW (1986)
 TB0219
 TB0219                         *CURRENT SURVEY CONTROL
 TB0219  ______________________________________________________________________
 TB0219* NAD 83(1986) POSITION- 48 35 52.     (N) 093 10 54.     (W)   SCALED    
 TB0219* NAVD 88 ORTHO HEIGHT -   353.921  (meters)    1161.16  (feet) ADJUSTED  
 TB0219  ______________________________________________________________________
 TB0219  GEOID HEIGHT    -        -31.06  (meters)                     GEOID09
 TB0219  DYNAMIC HEIGHT  -        354.002 (meters)     1161.42  (feet) COMP
 TB0219  MODELED GRAVITY -    980,827.3   (mgal)                       NAVD 88
 TB0219
 TB0219  VERT ORDER      -  SECOND    CLASS I
 TB0219
 TB0219.The horizontal coordinates were scaled from a topographic map and have
 TB0219.an estimated accuracy of +/- 6 seconds.
 TB0219.
 TB0219.The orthometric height was determined by differential leveling and
 TB0219.adjusted in June 1991.
 TB0219
 TB0219.The dynamic height is computed by dividing the NAVD 88
 TB0219.geopotential number by the normal gravity value computed on the
 TB0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0219.degrees latitude (g = 980.6199 gals.).
 TB0219
 TB0219.The modeled gravity was interpolated from observed gravity values.
 TB0219
 TB0219;                    North         East    Units  Estimated Accuracy
 TB0219;SPC MN N     -   333,230.      793,980.      MT  (+/- 180 meters Scaled)
 TB0219
 TB0219                          SUPERSEDED SURVEY CONTROL
 TB0219
 TB0219  NGVD 29 (??/??/92)  353.549  (m)         1159.94   (f) ADJ UNCH    2 1
 TB0219
 TB0219.Superseded values are not recommended for survey control.
 TB0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0219.See file dsdata.txt to determine how the superseded data were derived.
 TB0219
 TB0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP866827(NAD 83)
 TB0219
 TB0219_MARKER: DD = SURVEY DISK
 TB0219_SETTING: 66 = SET IN ROCK OUTCROP
 TB0219_SP_SET: ROCK LEDGE
 TB0219_STAMPING: 3606 T 1976
 TB0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0219+STABILITY: POSITION/ELEVATION WELL
 TB0219
 TB0219  HISTORY     - Date     Condition        Report By
 TB0219  HISTORY     - 1976     MONUMENTED       MNDT
 TB0219
 TB0219                          STATION DESCRIPTION
 TB0219
 TB0219'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0219'8.2 MI E FROM RANIER.
 TB0219'THE MARK IS LOCATED 8.2 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0219'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  IT IS AT
 TB0219'TRUNK HIGHWAY 11 MILEPOINT 208.75.  IT IS 50.0 FEET NORTH OF AND ABOUT
 TB0219'5 FEET HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 11 AT STATION
 TB0219'112+06, 23.0 FEET WEST OF A 8 INCH OAK TREE, 11.6 FEET SOUTHWEST OF A
 TB0219'6 INCH POPLAR, 17.2 FEET NORTHEAST OF ANOTHER 6 INCH POPLAR AND ABOUT
 TB0219'250 FEET EAST OF THE HIGHEST CREST IN THIS SECTION OF TRUNK HIGHWAY
 TB0219'11.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 TB0219'MONUMENT (VCM) DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK, AND IS
 TB0219'0.6 FOOT SOUTH OF A STEEL WITNESS POST.  NE 1/4 SECTION 32, T 71N, R
 TB0219'22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0214 ***********************************************************************
 TB0214  DESIGNATION -  3606 U
 TB0214  PID         -  TB0214
 TB0214  STATE/COUNTY-  MN/KOOCHICHING
 TB0214  COUNTRY     -  US
 TB0214  USGS QUAD   -  ISLAND VIEW (1986)
 TB0214
 TB0214                         *CURRENT SURVEY CONTROL
 TB0214  ______________________________________________________________________
 TB0214* NAD 83(1986) POSITION- 48 35 32.     (N) 093 10 47.     (W)   SCALED    
 TB0214* NAVD 88 ORTHO HEIGHT -   350.222  (meters)    1149.02  (feet) ADJUSTED  
 TB0214  ______________________________________________________________________
 TB0214  GEOID HEIGHT    -        -31.05  (meters)                     GEOID09
 TB0214  DYNAMIC HEIGHT  -        350.301 (meters)     1149.28  (feet) COMP
 TB0214  MODELED GRAVITY -    980,826.8   (mgal)                       NAVD 88
 TB0214
 TB0214  VERT ORDER      -  SECOND    CLASS I
 TB0214
 TB0214.The horizontal coordinates were scaled from a topographic map and have
 TB0214.an estimated accuracy of +/- 6 seconds.
 TB0214.
 TB0214.The orthometric height was determined by differential leveling and
 TB0214.adjusted in June 1991.
 TB0214
 TB0214.The dynamic height is computed by dividing the NAVD 88
 TB0214.geopotential number by the normal gravity value computed on the
 TB0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0214.degrees latitude (g = 980.6199 gals.).
 TB0214
 TB0214.The modeled gravity was interpolated from observed gravity values.
 TB0214
 TB0214;                    North         East    Units  Estimated Accuracy
 TB0214;SPC MN N     -   332,610.      794,120.      MT  (+/- 180 meters Scaled)
 TB0214
 TB0214                          SUPERSEDED SURVEY CONTROL
 TB0214
 TB0214  NGVD 29 (??/??/92)  349.849  (m)         1147.80   (f) ADJ UNCH    2 1
 TB0214
 TB0214.Superseded values are not recommended for survey control.
 TB0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0214.See file dsdata.txt to determine how the superseded data were derived.
 TB0214
 TB0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP867821(NAD 83)
 TB0214
 TB0214_MARKER: DD = SURVEY DISK
 TB0214_SETTING: 66 = SET IN ROCK OUTCROP
 TB0214_SP_SET: ROCK LEDGE
 TB0214_STAMPING: 3606 U 1976
 TB0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0214+STABILITY: POSITION/ELEVATION WELL
 TB0214
 TB0214  HISTORY     - Date     Condition        Report By
 TB0214  HISTORY     - 1976     MONUMENTED       MNDT
 TB0214
 TB0214                          STATION DESCRIPTION
 TB0214
 TB0214'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0214'8.2 MI E FROM RANIER.
 TB0214'THE MARK IS LOCATED 7.85 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0214'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 IN RANIER.  THENCE
 TB0214'SOUTHEAST ALONG COUNTY ROAD 96 FOR 0.5 MILE.  IT IS 39.0 FEET NORTH OF
 TB0214'AND ABOUT 7 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 96, 64.5 FEET
 TB0214'NORTH-NORTHWEST OF A POWER POLE WITH GUY WIRES, AND IS AT THE
 TB0214'HIGHPOINT OF A ROUNDED TOP OF AN EIGHT FOOT HIGH ROCK OUTCROP.  IT IS
 TB0214'A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 TB0214'(VCM) DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK AND IS SOUTH OF A
 TB0214'STEEL WITNESS POST.  SE 1/4 SECTION 32, T 71N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0213 ***********************************************************************
 TB0213  DESIGNATION -  3606 V
 TB0213  PID         -  TB0213
 TB0213  STATE/COUNTY-  MN/KOOCHICHING
 TB0213  COUNTRY     -  US
 TB0213  USGS QUAD   -  ISLAND VIEW (1986)
 TB0213
 TB0213                         *CURRENT SURVEY CONTROL
 TB0213  ______________________________________________________________________
 TB0213* NAD 83(1986) POSITION- 48 35 33.0    (N) 093 10 35.8    (W)   HD_HELD2  
 TB0213* NAVD 88 ORTHO HEIGHT -   350.480  (meters)    1149.87  (feet) ADJUSTED  
 TB0213  ______________________________________________________________________
 TB0213  GEOID HEIGHT    -        -31.06  (meters)                     GEOID09
 TB0213  DYNAMIC HEIGHT  -        350.559 (meters)     1150.13  (feet) COMP
 TB0213  MODELED GRAVITY -    980,826.7   (mgal)                       NAVD 88
 TB0213
 TB0213  VERT ORDER      -  SECOND    CLASS I
 TB0213
 TB0213.The horizontal coordinates were established by autonomous hand held GPS
 TB0213.observations and have an estimated accuracy of +/- 10 meters.
 TB0213.
 TB0213.The orthometric height was determined by differential leveling and
 TB0213.adjusted in June 1991.
 TB0213
 TB0213.Photographs are available for this station.
 TB0213
 TB0213.The dynamic height is computed by dividing the NAVD 88
 TB0213.geopotential number by the normal gravity value computed on the
 TB0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0213.degrees latitude (g = 980.6199 gals.).
 TB0213
 TB0213.The modeled gravity was interpolated from observed gravity values.
 TB0213
 TB0213;                    North         East    Units  Estimated Accuracy
 TB0213;SPC MN N     -   332,643.      794,349.      MT  (+/- 10 meters HH2 GPS)
 TB0213
 TB0213                          SUPERSEDED SURVEY CONTROL
 TB0213
 TB0213  NGVD 29 (??/??/92)  350.107  (m)         1148.64   (f) ADJ UNCH    2 1
 TB0213
 TB0213.Superseded values are not recommended for survey control.
 TB0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0213.See file dsdata.txt to determine how the superseded data were derived.
 TB0213
 TB0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8697782172(NAD 83)
 TB0213
 TB0213_MARKER: DV = VERTICAL CONTROL DISK
 TB0213_SETTING: 66 = SET IN ROCK OUTCROP
 TB0213_SP_SET: ROCK LEDGE
 TB0213_STAMPING: 3606 V 1976
 TB0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0213+STABILITY: POSITION/ELEVATION WELL
 TB0213
 TB0213  HISTORY     - Date     Condition        Report By
 TB0213  HISTORY     - 1976     MONUMENTED       MNDT
 TB0213
 TB0213                          STATION DESCRIPTION
 TB0213
 TB0213'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0213'8.4 MI E FROM RANIER.
 TB0213'THE MARK IS LOCATED 7.85 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0213'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 IN RANIER, THENCE
 TB0213'SOUTHEAST ALONG COUNTY ROAD 96 FOR 0.65 MILE.  IT IS 23.4 FEET WEST OF
 TB0213'AND ABOUT 4 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 96, 110.0 FEET
 TB0213'SOUTH-SOUTHWEST OF FIRE NO 216 SIGN POST, AND 87.0 FEET NORTH OF AN
 TB0213'EAST-WEST POWER LINE CROSSING.  IT IS A STANDARD MINNESOTA HIGHWAY
 TB0213'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO A DRILL
 TB0213'HOLE IN LEDGEROCK AND IS 0.8 FOOT EAST OF A STEEL WITNESS POST.  SE
 TB0213'1/4 SECTION 32, T 71N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0212 ***********************************************************************
 TB0212  DESIGNATION -  3606 W
 TB0212  PID         -  TB0212
 TB0212  STATE/COUNTY-  MN/KOOCHICHING
 TB0212  COUNTRY     -  US
 TB0212  USGS QUAD   -  ISLAND VIEW (1986)
 TB0212
 TB0212                         *CURRENT SURVEY CONTROL
 TB0212  ______________________________________________________________________
 TB0212* NAD 83(1986) POSITION- 48 35 24.     (N) 093 10 37.     (W)   SCALED    
 TB0212* NAVD 88 ORTHO HEIGHT -   354.895  (meters)    1164.35  (feet) ADJUSTED  
 TB0212  ______________________________________________________________________
 TB0212  GEOID HEIGHT    -        -31.06  (meters)                     GEOID09
 TB0212  DYNAMIC HEIGHT  -        354.975 (meters)     1164.61  (feet) COMP
 TB0212  MODELED GRAVITY -    980,826.5   (mgal)                       NAVD 88
 TB0212
 TB0212  VERT ORDER      -  SECOND    CLASS I
 TB0212
 TB0212.The horizontal coordinates were scaled from a topographic map and have
 TB0212.an estimated accuracy of +/- 6 seconds.
 TB0212.
 TB0212.The orthometric height was determined by differential leveling and
 TB0212.adjusted in June 1991.
 TB0212
 TB0212.The dynamic height is computed by dividing the NAVD 88
 TB0212.geopotential number by the normal gravity value computed on the
 TB0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0212.degrees latitude (g = 980.6199 gals.).
 TB0212
 TB0212.The modeled gravity was interpolated from observed gravity values.
 TB0212
 TB0212;                    North         East    Units  Estimated Accuracy
 TB0212;SPC MN N     -   332,370.      794,320.      MT  (+/- 180 meters Scaled)
 TB0212
 TB0212                          SUPERSEDED SURVEY CONTROL
 TB0212
 TB0212  NGVD 29 (??/??/92)  354.522  (m)         1163.13   (f) ADJ UNCH    2 1
 TB0212
 TB0212.Superseded values are not recommended for survey control.
 TB0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0212.See file dsdata.txt to determine how the superseded data were derived.
 TB0212
 TB0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP869818(NAD 83)
 TB0212
 TB0212_MARKER: DD = SURVEY DISK
 TB0212_SETTING: 66 = SET IN ROCK OUTCROP
 TB0212_SP_SET: ROCK LEDGE
 TB0212_STAMPING: 3606 W 1976
 TB0212_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0212+STABILITY: POSITION/ELEVATION WELL
 TB0212
 TB0212  HISTORY     - Date     Condition        Report By
 TB0212  HISTORY     - 1976     MONUMENTED       MNHD
 TB0212  HISTORY     - 20050511 MARK NOT FOUND   MNDT
 TB0212  HISTORY     - 20050511 MARK NOT FOUND   MNDT
 TB0212
 TB0212                          STATION DESCRIPTION
 TB0212
 TB0212'DESCRIBED BY MN HIGHWAY DEPT 1976
 TB0212'8.4 MI E FROM RANIER.
 TB0212'THE MARK IS LOCATED 7.8 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0212'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 IN RANIER.  THENCE
 TB0212'SOUTHEASTERLY ALONG COUNTY ROAD 96 FOR 0.9 MILE.  IT IS 28.0 FEET EAST
 TB0212'OF AND ABOUT 2 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 96, 25.0
 TB0212'FEET NORTH OF THE CENTER OF A DRIVEWAY EAST, 18.0 FEET SOUTH-SOUTHWEST
 TB0212'OF A 3 INCH BIRCH AND 55.0 FEET NORTH-NORTHWEST OF A 6 INCH JACK PINE.
 TB0212'IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 TB0212'MONUMENT (VCM) DISK CEMENTED INTO A DRILL HOLE IN LEDGEROCK. SE 1/4
 TB0212'SECTION 32, T 71N, R 22W.
 TB0212
 TB0212                          STATION RECOVERY (2005)
 TB0212
 TB0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0212'7.8 MILES EAST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11
 TB0212'AND COUNTY ROAD 20 AT RANIER THEN 0.9 MILES SOUTHEAST ON COUNTY ROAD
 TB0212'96, 28 FEET EAST OF COUNTY ROAD 96, 25 FEET NORTH OF DRIVEWAY EAST, 18
 TB0212'FEET SOUTH-SOUTHWEST OF 3 INCH BIRCH TREE, 55 FEET NORTH-NORTHWEST OF
 TB0212'6 INCH PINE TREE
 TB0212
 TB0212                          STATION RECOVERY (2005)
 TB0212
 TB0212'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0212'7.8 MILES EAST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11
 TB0212'AND COUNTY ROAD 20 AT RANIER THEN 0.9 MILES SOUTHEAST ON COUNTY ROAD
 TB0212'96, 28 FEET EAST OF COUNTY ROAD 96, 25 FEET NORTH OF DRIVEWAY EAST, 18
 TB0212'FEET SOUTH-SOUTHWEST OF 3 INCH BIRCH TREE, 55 FEET NORTH-NORTHWEST OF
 TB0212'6 INCH PINE TREE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0211 ***********************************************************************
 TB0211  DESIGNATION -  3606 X
 TB0211  PID         -  TB0211
 TB0211  STATE/COUNTY-  MN/KOOCHICHING
 TB0211  COUNTRY     -  US
 TB0211  USGS QUAD   -  ISLAND VIEW (1986)
 TB0211
 TB0211                         *CURRENT SURVEY CONTROL
 TB0211  ______________________________________________________________________
 TB0211* NAD 83(1986) POSITION- 48 35 13.0    (N) 093 10 18.1    (W)   HD_HELD2  
 TB0211* NAVD 88 ORTHO HEIGHT -   349.562  (meters)    1146.85  (feet) ADJUSTED  
 TB0211  ______________________________________________________________________
 TB0211  GEOID HEIGHT    -        -31.06  (meters)                     GEOID09
 TB0211  DYNAMIC HEIGHT  -        349.641 (meters)     1147.11  (feet) COMP
 TB0211  MODELED GRAVITY -    980,826.3   (mgal)                       NAVD 88
 TB0211
 TB0211  VERT ORDER      -  SECOND    CLASS I
 TB0211
 TB0211.The horizontal coordinates were established by autonomous hand held GPS
 TB0211.observations and have an estimated accuracy of +/- 10 meters.
 TB0211.
 TB0211.The orthometric height was determined by differential leveling and
 TB0211.adjusted in June 1991.
 TB0211
 TB0211.Photographs are available for this station.
 TB0211
 TB0211.The dynamic height is computed by dividing the NAVD 88
 TB0211.geopotential number by the normal gravity value computed on the
 TB0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0211.degrees latitude (g = 980.6199 gals.).
 TB0211
 TB0211.The modeled gravity was interpolated from observed gravity values.
 TB0211
 TB0211;                    North         East    Units  Estimated Accuracy
 TB0211;SPC MN N     -   332,025.      794,711.      MT  (+/- 10 meters HH2 GPS)
 TB0211
 TB0211                          SUPERSEDED SURVEY CONTROL
 TB0211
 TB0211  NGVD 29 (??/??/92)  349.189  (m)         1145.63   (f) ADJ UNCH    2 1
 TB0211
 TB0211.Superseded values are not recommended for survey control.
 TB0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0211.See file dsdata.txt to determine how the superseded data were derived.
 TB0211
 TB0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8733881554(NAD 83)
 TB0211
 TB0211_MARKER: DV = VERTICAL CONTROL DISK
 TB0211_SETTING: 66 = SET IN ROCK OUTCROP
 TB0211_SP_SET: ROCK LEDGE
 TB0211_STAMPING: 3606 X 1976
 TB0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0211+STABILITY: POSITION/ELEVATION WELL
 TB0211
 TB0211  HISTORY     - Date     Condition        Report By
 TB0211  HISTORY     - 1976     MONUMENTED       MNDT
 TB0211
 TB0211                          STATION DESCRIPTION
 TB0211
 TB0211'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0211'8.6 MI E FROM RANIER.
 TB0211'THE MARK IS LOCATED 7.8 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0211'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  THENCE
 TB0211'SOUTHEASTERLY ALONG COUNTY ROAD 96 FOR 1.25 MILES.  IT IS 40.0 FEET
 TB0211'EAST OF AND ABOUT 5 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 96 AT A
 TB0211'HIGH CREST, 19.8 FEET NORTHEAST OF A POWER POLE AND 24.0 FEET WEST OF
 TB0211'AN 18 INCH WHITE PINE TREE.  IT IS A STANDARD MINNESOTA HIGHWAY
 TB0211'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO A DRILL
 TB0211'HOLE IN LEDGEROCK AND IS 0.8 FOOT WEST OF A STEEL WITNESS POST.  NW
 TB0211'1/4 SECTION 4, T 70N, R 22W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0210 ***********************************************************************
 TB0210  DESIGNATION -  3606 Y
 TB0210  PID         -  TB0210
 TB0210  STATE/COUNTY-  MN/KOOCHICHING
 TB0210  COUNTRY     -  US
 TB0210  USGS QUAD   -  ISLAND VIEW (1986)
 TB0210
 TB0210                         *CURRENT SURVEY CONTROL
 TB0210  ______________________________________________________________________
 TB0210* NAD 83(1986) POSITION- 48 35 00.75   (N) 093 10 14.85   (W)   HD_HELD1  
 TB0210* NAVD 88 ORTHO HEIGHT -   346.902  (meters)    1138.13  (feet) ADJUSTED  
 TB0210  ______________________________________________________________________
 TB0210  GEOID HEIGHT    -        -31.06  (meters)                     GEOID09
 TB0210  DYNAMIC HEIGHT  -        346.980 (meters)     1138.38  (feet) COMP
 TB0210  MODELED GRAVITY -    980,825.8   (mgal)                       NAVD 88
 TB0210
 TB0210  VERT ORDER      -  SECOND    CLASS I
 TB0210
 TB0210.The horizontal coordinates were established by differentially corrected
 TB0210.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TB0210.
 TB0210.The orthometric height was determined by differential leveling and
 TB0210.adjusted in June 1991.
 TB0210
 TB0210.Photographs are available for this station.
 TB0210
 TB0210.The dynamic height is computed by dividing the NAVD 88
 TB0210.geopotential number by the normal gravity value computed on the
 TB0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0210.degrees latitude (g = 980.6199 gals.).
 TB0210
 TB0210.The modeled gravity was interpolated from observed gravity values.
 TB0210
 TB0210;                    North         East    Units  Estimated Accuracy
 TB0210;SPC MN N     -   331,646.6     794,777.1     MT  (+/- 3 meters HH1 GPS) 
 TB0210
 TB0210                          SUPERSEDED SURVEY CONTROL
 TB0210
 TB0210  NGVD 29 (??/??/92)  346.529  (m)         1136.90   (f) ADJ UNCH    2 1
 TB0210
 TB0210.Superseded values are not recommended for survey control.
 TB0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0210.See file dsdata.txt to determine how the superseded data were derived.
 TB0210
 TB0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8740481175(NAD 83)
 TB0210
 TB0210_MARKER: DV = VERTICAL CONTROL DISK
 TB0210_SETTING: 66 = SET IN ROCK OUTCROP
 TB0210_SP_SET: ROCK LEDGE
 TB0210_STAMPING: 3606 Y 1976
 TB0210_MARK LOGO: MNHD  
 TB0210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TB0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0210+STABILITY: POSITION/ELEVATION WELL
 TB0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0210+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 TB0210
 TB0210  HISTORY     - Date     Condition        Report By
 TB0210  HISTORY     - 1976     MONUMENTED       MNDT
 TB0210  HISTORY     - 20021002 GOOD             NGS
 TB0210  HISTORY     - 20050511 GOOD             MNDT
 TB0210
 TB0210                          STATION DESCRIPTION
 TB0210
 TB0210'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0210'8.6 MI E FROM RANIER.
 TB0210'THE MARK IS LOCATED 7.8 MILE EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0210'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  THENCE
 TB0210'SOUTHEASTERLY ALONG COUNTY ROAD 96 FOR 1.6 MILES.  IT IS 21.4 FEET
 TB0210'WEST OF AND ABOUT 4 FEET HIGHER THAN THE CENTER OF COUNTY ROAD 96 NEAR
 TB0210'THE NORTH END OF A 100 FOOT CREST, 79.0 FEET NORTH OF THE CENTER OF
 TB0210'COUNTY ROAD 96 AND FIELD ROAD EAST, 34.0 FEET NORTH-NORTHEAST OF A 12
 TB0210'INCH SPRUCE TREE, AND 17.0 FEET SOUTH-SOUTHEAST OF A POWER POLE. IT IS
 TB0210'A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 TB0210'(VCM) DISK SET IN LEDGEROCK AND IS 0.7 FEET FROM A STEEL WITNESS POST.
 TB0210'NW 1/4 SECTION 4, T 70N, R 22W.
 TB0210
 TB0210                          STATION RECOVERY (2002)
 TB0210
 TB0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 TB0210'RECOVERED IN GOOD CONDITION.
 TB0210
 TB0210                          STATION RECOVERY (2005)
 TB0210
 TB0210'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0210'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0209 ***********************************************************************
 TB0209  DESIGNATION -  3606 Z
 TB0209  PID         -  TB0209
 TB0209  STATE/COUNTY-  MN/KOOCHICHING
 TB0209  COUNTRY     -  US
 TB0209  USGS QUAD   -  ISLAND VIEW (1986)
 TB0209
 TB0209                         *CURRENT SURVEY CONTROL
 TB0209  ______________________________________________________________________
 TB0209* NAD 83(1986) POSITION- 48 34 53.64   (N) 093 10 18.78   (W)   HD_HELD1  
 TB0209* NAVD 88 ORTHO HEIGHT -   342.751  (meters)    1124.51  (feet) ADJUSTED  
 TB0209  ______________________________________________________________________
 TB0209  GEOID HEIGHT    -        -31.05  (meters)                     GEOID09
 TB0209  DYNAMIC HEIGHT  -        342.828 (meters)     1124.76  (feet) COMP
 TB0209  MODELED GRAVITY -    980,825.7   (mgal)                       NAVD 88
 TB0209
 TB0209  VERT ORDER      -  SECOND    CLASS I
 TB0209
 TB0209.The horizontal coordinates were established by differentially corrected
 TB0209.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TB0209.
 TB0209.The orthometric height was determined by differential leveling and
 TB0209.adjusted in June 1991.
 TB0209
 TB0209.Photographs are available for this station.
 TB0209
 TB0209.The dynamic height is computed by dividing the NAVD 88
 TB0209.geopotential number by the normal gravity value computed on the
 TB0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0209.degrees latitude (g = 980.6199 gals.).
 TB0209
 TB0209.The modeled gravity was interpolated from observed gravity values.
 TB0209
 TB0209;                    North         East    Units  Estimated Accuracy
 TB0209;SPC MN N     -   331,427.1     794,696.3     MT  (+/- 3 meters HH1 GPS) 
 TB0209
 TB0209                          SUPERSEDED SURVEY CONTROL
 TB0209
 TB0209  NGVD 29 (??/??/92)  342.378  (m)         1123.29   (f) ADJ UNCH    2 1
 TB0209
 TB0209.Superseded values are not recommended for survey control.
 TB0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0209.See file dsdata.txt to determine how the superseded data were derived.
 TB0209
 TB0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8732380956(NAD 83)
 TB0209
 TB0209_MARKER: DV = VERTICAL CONTROL DISK
 TB0209_SETTING: 66 = SET IN ROCK OUTCROP
 TB0209_SP_SET: LEDGE ROCK
 TB0209_STAMPING: 3606 Z 1976
 TB0209_MARK LOGO: MNHD  
 TB0209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TB0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0209+STABILITY: POSITION/ELEVATION WELL
 TB0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TB0209+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 TB0209
 TB0209  HISTORY     - Date     Condition        Report By
 TB0209  HISTORY     - 1976     MONUMENTED       MNDT
 TB0209  HISTORY     - 20040719 GOOD             USPSQD
 TB0209  HISTORY     - 20050517 GOOD             MNDT
 TB0209
 TB0209                          STATION DESCRIPTION
 TB0209
 TB0209'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0209'8.6 MI E FROM RANIER.
 TB0209'THE MARK IS LOCATED 7.8 MILES EAST ALONG TRUNK HIGHWAY 11 FROM THE
 TB0209'JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 20 AT RANIER.  THENCE
 TB0209'SOUTHEASTERLY ALONG COUNTY ROAD 96 FOR 1.7 MILES.  IT IS AT THE CORNER
 TB0209'OF THE ROAD WEST AND NORTH.  IT IS 28.0 FEET NORTH OF AND ABOUT 3 FEET
 TB0209'HIGHER THAN THE CENTER OF THE EAST-WEST ROAD, 66.0 FEET WEST OF THE
 TB0209'CENTER OF THE NORTH-SOUTH ROAD, 69.0 FEET NORTHEAST OF A 24 INCH WHITE
 TB0209'PINE TREE, 48.5 FEET NORTH-NORTHWEST OF A 10 INCH POLLAR, 150.0 FEET
 TB0209'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF 2-CAR GARAGE WITH ATTACHED
 TB0209'SHED, AND IS ON PROPERTY BELONGING MR. A.J. STONE. IT IS A STANDARD
 TB0209'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 TB0209'CEMENTED INTO A DRILL HOLE IN LEDGEROCK. SW 1/4 SECTION 4, T 70N, R
 TB0209'22W.
 TB0209
 TB0209                          STATION RECOVERY (2004)
 TB0209
 TB0209'RECOVERY NOTE BY US POWER SQUADRON 2004 (SB)
 TB0209'IN GOOD CONDITION
 TB0209
 TB0209                          STATION RECOVERY (2005)
 TB0209
 TB0209'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0209'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0284 ***********************************************************************
 TB0284  DESIGNATION -  3608 A
 TB0284  PID         -  TB0284
 TB0284  STATE/COUNTY-  MN/KOOCHICHING
 TB0284  COUNTRY     -  US
 TB0284  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0284
 TB0284                         *CURRENT SURVEY CONTROL
 TB0284  ______________________________________________________________________
 TB0284* NAD 83(1986) POSITION- 48 34 49.7    (N) 093 24 09.2    (W)   HD_HELD2  
 TB0284* NAVD 88 ORTHO HEIGHT -   357.152  (meters)    1171.76  (feet) ADJUSTED  
 TB0284  ______________________________________________________________________
 TB0284  GEOID HEIGHT    -        -30.67  (meters)                     GEOID09
 TB0284  DYNAMIC HEIGHT  -        357.234 (meters)     1172.03  (feet) COMP
 TB0284  MODELED GRAVITY -    980,829.2   (mgal)                       NAVD 88
 TB0284
 TB0284  VERT ORDER      -  FIRST     CLASS II
 TB0284
 TB0284.The horizontal coordinates were established by autonomous hand held GPS
 TB0284.observations and have an estimated accuracy of +/- 10 meters.
 TB0284.
 TB0284.The orthometric height was determined by differential leveling and
 TB0284.adjusted in June 1991.
 TB0284
 TB0284.Photographs are available for this station.
 TB0284
 TB0284.The dynamic height is computed by dividing the NAVD 88
 TB0284.geopotential number by the normal gravity value computed on the
 TB0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0284.degrees latitude (g = 980.6199 gals.).
 TB0284
 TB0284.The modeled gravity was interpolated from observed gravity values.
 TB0284
 TB0284;                    North         East    Units  Estimated Accuracy
 TB0284;SPC MN N     -   331,347.      777,676.      MT  (+/- 10 meters HH2 GPS)
 TB0284
 TB0284                          SUPERSEDED SURVEY CONTROL
 TB0284
 TB0284  NGVD 29 (??/??/92)  356.790  (m)         1170.57   (f) ADJ UNCH    1 2
 TB0284
 TB0284.Superseded values are not recommended for survey control.
 TB0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0284.See file dsdata.txt to determine how the superseded data were derived.
 TB0284
 TB0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7030980898(NAD 83)
 TB0284
 TB0284_MARKER: DB = BENCH MARK DISK
 TB0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TB0284_STAMPING: 3608 A 1973
 TB0284_MARK LOGO: MNHD  
 TB0284_PROJECTION: PROJECTING 10 CENTIMETERS
 TB0284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TB0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0284+STABILITY: SURFACE MOTION
 TB0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0284+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 TB0284
 TB0284  HISTORY     - Date     Condition        Report By
 TB0284  HISTORY     - 1973     MONUMENTED       MNDT
 TB0284  HISTORY     - 1979     GOOD             NGS
 TB0284  HISTORY     - 20090428 GOOD             MNDT
 TB0284
 TB0284                          STATION DESCRIPTION
 TB0284
 TB0284'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0284'IN SOUTH INTERNATIONAL FALLS.
 TB0284'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0284'AVENUE) IN INTERNATIONAL FALLS, GO SOUTH ON TRUNK HIGHWAY 53 FOR 1.45
 TB0284'MILES (MILEPOST 162.5) AND MARK ON THE LEFT.  THE MARK IS 44.5 FEET
 TB0284'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 53, 13.9 FEET EAST OF EAST
 TB0284'CURB, 34.5 FEET SOUTH OF POWER POLE WITH ARC LIGHT, 24.5 FEET
 TB0284'NORTHEAST OF FIRE HYDRANT, 11 FEET WEST OF A 12-INCH CEDAR TREE, 26
 TB0284'FEET NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY FRAME BUILDING
 TB0284'(CHATTER BOX CAFE) AND ONE FOOT WEST OF A STEEL WITNESS POST.  THE
 TB0284'MARK IS SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 TB0284'GROUND AND IS 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 53.  SE 1/4
 TB0284'SECTION 3, T 70N, R 24W.
 TB0284
 TB0284                          STATION RECOVERY (1979)
 TB0284
 TB0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0284'RECOVERED IN GOOD CONDITION.
 TB0284
 TB0284                          STATION RECOVERY (2009)
 TB0284
 TB0284'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DJS)
 TB0284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0293 ***********************************************************************
 TB0293  DESIGNATION -  3608 B
 TB0293  PID         -  TB0293
 TB0293  STATE/COUNTY-  MN/KOOCHICHING
 TB0293  COUNTRY     -  US
 TB0293  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0293
 TB0293                         *CURRENT SURVEY CONTROL
 TB0293  ______________________________________________________________________
 TB0293* NAD 83(1986) POSITION- 48 33 37.     (N) 093 22 50.     (W)   SCALED    
 TB0293* NAVD 88 ORTHO HEIGHT -   361.936  (meters)    1187.45  (feet) ADJUSTED  
 TB0293  ______________________________________________________________________
 TB0293  GEOID HEIGHT    -        -30.69  (meters)                     GEOID09
 TB0293  DYNAMIC HEIGHT  -        362.019 (meters)     1187.72  (feet) COMP
 TB0293  MODELED GRAVITY -    980,829.2   (mgal)                       NAVD 88
 TB0293
 TB0293  VERT ORDER      -  FIRST     CLASS II
 TB0293
 TB0293.The horizontal coordinates were scaled from a topographic map and have
 TB0293.an estimated accuracy of +/- 6 seconds.
 TB0293.
 TB0293.The orthometric height was determined by differential leveling and
 TB0293.adjusted in June 1991.
 TB0293
 TB0293.The dynamic height is computed by dividing the NAVD 88
 TB0293.geopotential number by the normal gravity value computed on the
 TB0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0293.degrees latitude (g = 980.6199 gals.).
 TB0293
 TB0293.The modeled gravity was interpolated from observed gravity values.
 TB0293
 TB0293;                    North         East    Units  Estimated Accuracy
 TB0293;SPC MN N     -   329,100.      779,290.      MT  (+/- 180 meters Scaled)
 TB0293
 TB0293                          SUPERSEDED SURVEY CONTROL
 TB0293
 TB0293  NGVD 29 (??/??/92)  361.571  (m)         1186.25   (f) ADJ UNCH    1 2
 TB0293
 TB0293.Superseded values are not recommended for survey control.
 TB0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0293.See file dsdata.txt to determine how the superseded data were derived.
 TB0293
 TB0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP719786(NAD 83)
 TB0293
 TB0293_MARKER: DD = SURVEY DISK
 TB0293_SETTING: 66 = SET IN ROCK OUTCROP
 TB0293_SP_SET: ROCK
 TB0293_STAMPING: 3608-B 1973
 TB0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0293+STABILITY: POSITION/ELEVATION WELL
 TB0293
 TB0293  HISTORY     - Date     Condition        Report By
 TB0293  HISTORY     - 1973     MONUMENTED       MNDT
 TB0293  HISTORY     - 1979     GOOD             NGS
 TB0293
 TB0293                          STATION DESCRIPTION
 TB0293
 TB0293'DESCRIBED BY MN DEPT OF TRANSP 1973
 TB0293'2.1 MI SE FROM SOUTH INTERNATIONAL FALLS.
 TB0293'FROM THE JUNCTION OF TRUNK HIGHWAYS 11 (4TH STREET) AND 53 (3RD
 TB0293'AVENUE) IN INTERNATIONAL FALLS, GO SOUTH AND SOUTHEAST ON TRUNK
 TB0293'HIGHWAY 53 FOR APPROXIMATELY 3.45 MILES (MILEPOST 160.5) AND MARK ON
 TB0293'THE LEFT.  THE MARK, IS 53 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 TB0293'HIGHWAY 53, 49.5 FEET SOUTHWEST OF 8-INCH POPLAR, 0.1 MILE NORTHWEST
 TB0293'OF DRIVEWAY 257 FEET NORTHWEST OF A STEEL WITNESS POST FOR MHD
 TB0293'TRAVERSE STATION BRONK (DISC AND PIN).  THE MARK IS SET IN A DRILL
 TB0293'HOLE IN A ROCK.  NE 1/4 SECTION 14, T 70N, R 24W.
 TB0293
 TB0293                          STATION RECOVERY (1979)
 TB0293
 TB0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0637 ***********************************************************************
 TB0637  DESIGNATION -  3608 C RESET
 TB0637  PID         -  TB0637
 TB0637  STATE/COUNTY-  MN/KOOCHICHING
 TB0637  COUNTRY     -  US
 TB0637  USGS QUAD   -  ERICSBURG (1986)
 TB0637
 TB0637                         *CURRENT SURVEY CONTROL
 TB0637  ______________________________________________________________________
 TB0637* NAD 83(1986) POSITION- 48 29 41.     (N) 093 21 38.     (W)   SCALED    
 TB0637* NAVD 88 ORTHO HEIGHT -   344.026  (meters)    1128.69  (feet) ADJUSTED  
 TB0637  ______________________________________________________________________
 TB0637  GEOID HEIGHT    -        -30.63  (meters)                     GEOID09
 TB0637  DYNAMIC HEIGHT  -        344.103 (meters)     1128.94  (feet) COMP
 TB0637  MODELED GRAVITY -    980,824.1   (mgal)                       NAVD 88
 TB0637
 TB0637  VERT ORDER      -  FIRST     CLASS II
 TB0637
 TB0637.The horizontal coordinates were scaled from a topographic map and have
 TB0637.an estimated accuracy of +/- 6 seconds.
 TB0637.
 TB0637.The orthometric height was determined by differential leveling and
 TB0637.adjusted in June 1991.
 TB0637
 TB0637.The dynamic height is computed by dividing the NAVD 88
 TB0637.geopotential number by the normal gravity value computed on the
 TB0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0637.degrees latitude (g = 980.6199 gals.).
 TB0637
 TB0637.The modeled gravity was interpolated from observed gravity values.
 TB0637
 TB0637;                    North         East    Units  Estimated Accuracy
 TB0637;SPC MN N     -   321,800.      780,740.      MT  (+/- 180 meters Scaled)
 TB0637
 TB0637                          SUPERSEDED SURVEY CONTROL
 TB0637
 TB0637.No superseded survey control is available for this station.
 TB0637
 TB0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP733713(NAD 83)
 TB0637
 TB0637_MARKER: DB = BENCH MARK DISK
 TB0637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 TB0637_SP_SET: SMALL BRIDGE
 TB0637_STAMPING: 3608 C RESET 1975
 TB0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0637+STABILITY: SURFACE MOTION
 TB0637
 TB0637  HISTORY     - Date     Condition        Report By
 TB0637  HISTORY     - 1975     MONUMENTED       MNDT
 TB0637  HISTORY     - 1979     GOOD             NGS
 TB0637
 TB0637                          STATION DESCRIPTION
 TB0637
 TB0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 TB0637'8.25 MI SOUTH FROM INTERNATIONAL FALLS.
 TB0637'8.25 MILES SOUTH ALONG U.S. HIGHWAY 53 FROM THE JUNCTION OF STATE
 TB0637'HIGHWAY 11 IN INTERNATIONAL FALLS, 1.35 MILES WEST OF ERICSBURG,
 TB0637'IN THE TOP OF AND 1.0 FT. NORTHWEST OF THE SOUTHEAST CORNER OF THE
 TB0637'CONCRETE GUARDRAIL OF BRIDGE NUMBER 36005 OVER THE RAT ROOT RIVER,
 TB0637'25.0 FT. NORTH OF THE CENTERLINE OF THE HIGHWAY.
 TB0637'THE MARK IS 3 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0366 ***********************************************************************
 TB0366  DESIGNATION -  3608 D
 TB0366  PID         -  TB0366
 TB0366  STATE/COUNTY-  MN/KOOCHICHING
 TB0366  COUNTRY     -  US
 TB0366  USGS QUAD   -  RAY (1986)
 TB0366
 TB0366                         *CURRENT SURVEY CONTROL
 TB0366  ______________________________________________________________________
 TB0366* NAD 83(1986) POSITION- 48 24 35.56   (N) 093 08 18.88   (W)   HD_HELD1  
 TB0366* NAVD 88 ORTHO HEIGHT -   356.374  (meters)    1169.20  (feet) ADJUSTED  
 TB0366  ______________________________________________________________________
 TB0366  GEOID HEIGHT    -        -30.79  (meters)                     GEOID09
 TB0366  DYNAMIC HEIGHT  -        356.449 (meters)     1169.45  (feet) COMP
 TB0366  MODELED GRAVITY -    980,809.8   (mgal)                       NAVD 88
 TB0366
 TB0366  VERT ORDER      -  FIRST     CLASS II
 TB0366
 TB0366.The horizontal coordinates were established by differentially corrected
 TB0366.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TB0366.
 TB0366.The orthometric height was determined by differential leveling and
 TB0366.adjusted in June 1991.
 TB0366
 TB0366.Photographs are available for this station.
 TB0366
 TB0366.The dynamic height is computed by dividing the NAVD 88
 TB0366.geopotential number by the normal gravity value computed on the
 TB0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0366.degrees latitude (g = 980.6199 gals.).
 TB0366
 TB0366.The modeled gravity was interpolated from observed gravity values.
 TB0366
 TB0366;                    North         East    Units  Estimated Accuracy
 TB0366;SPC MN N     -   312,334.1     797,144.1     MT  (+/- 3 meters HH1 GPS) 
 TB0366
 TB0366                          SUPERSEDED SURVEY CONTROL
 TB0366
 TB0366  NGVD 29 (??/??/92)  356.021  (m)         1168.05   (f) ADJ UNCH    1 2
 TB0366
 TB0366.Superseded values are not recommended for survey control.
 TB0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0366.See file dsdata.txt to determine how the superseded data were derived.
 TB0366
 TB0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8974461867(NAD 83)
 TB0366
 TB0366_MARKER: DB = BENCH MARK DISK
 TB0366_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TB0366_SP_SET: BRIDGE ABUTMENT
 TB0366_STAMPING: 3608 D 1973
 TB0366_MARK LOGO: MNHD  
 TB0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 TB0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB0366+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2005
 TB0366
 TB0366  HISTORY     - Date     Condition        Report By
 TB0366  HISTORY     - 1973     MONUMENTED       MNHD
 TB0366  HISTORY     - 1979     GOOD             NGS
 TB0366  HISTORY     - 20050511 GOOD             MNDT
 TB0366
 TB0366                          STATION DESCRIPTION
 TB0366
 TB0366'DESCRIBED BY MN HIGHWAY DEPT 1973
 TB0366'3 MI E FROM RAY.
 TB0366'FROM THE JUNCTION OF TRUNK HIGHWAYS 53 AND 217 AT RAY, GO EAST ON
 TB0366'TRUNK HIGHWAY 53 FOR 3 MILES (MILEPOST 143.25) TO BRIDGE 36003 (TRUNK
 TB0366'HIGHWAY 53 OVER THE EAST BRANCH OF THE RAT ROOT RIVER).  THE MARK IS
 TB0366'SET IN THE SOUTHEAST ABUTMENT OF THE BRIDGE AND 0.5 FEET LOWER THAN
 TB0366'TRUNK HIGHWAY 53.  NW 1/4 SECTION 2, T 68N, R 22W.
 TB0366
 TB0366                          STATION RECOVERY (1979)
 TB0366
 TB0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 TB0366'RECOVERED IN GOOD CONDITION.
 TB0366
 TB0366                          STATION RECOVERY (2005)
 TB0366
 TB0366'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 TB0366'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8754 ***********************************************************************
 DF8754  DESIGNATION -  3609 A
 DF8754  PID         -  DF8754
 DF8754  STATE/COUNTY-  MN/KOOCHICHING
 DF8754  COUNTRY     -  US
 DF8754  USGS QUAD   -  NETT LAKE (1981)
 DF8754
 DF8754                         *CURRENT SURVEY CONTROL
 DF8754  ______________________________________________________________________
 DF8754* NAD 83(2007) POSITION- 48 02 07.92669(N) 093 06 36.75595(W)   ADJUSTED  
 DF8754* NAD 83(2007) ELLIP HT-   378.756 (meters)        (03/17/11)   ADJUSTED
 DF8754* NAD 83(2007) EPOCH   -  2002.00
 DF8754* NAVD 88 ORTHO HEIGHT -   409.158  (meters)    1342.38  (feet) ADJUSTED  
 DF8754  ______________________________________________________________________
 DF8754  NAD 83(2007) X  -   -231,840.931 (meters)                     COMP
 DF8754  NAD 83(2007) Y  - -4,266,739.843 (meters)                     COMP
 DF8754  NAD 83(2007) Z  -  4,719,800.904 (meters)                     COMP
 DF8754  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC09
 DF8754  GEOID HEIGHT    -        -30.39  (meters)                     GEOID09
 DF8754  DYNAMIC HEIGHT  -        409.221 (meters)     1342.59  (feet) COMP
 DF8754  MODELED GRAVITY -    980,753.9   (mgal)                       NAVD 88
 DF8754
 DF8754  HORZ ORDER      -  FIRST
 DF8754  VERT ORDER      -  SECOND    CLASS I
 DF8754  ELLP ORDER      -  FOURTH    CLASS I
 DF8754
 DF8754.The horizontal coordinates were established by GPS observations
 DF8754.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DF8754
 DF8754.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8754.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8754
 DF8754.The horizontal coordinates are valid at the epoch date displayed above
 DF8754.which is a decimal equivalence of Year/Month/Day.
 DF8754
 DF8754.The orthometric height was determined by differential leveling and
 DF8754.adjusted in April 2004.
 DF8754
 DF8754.Photographs are available for this station.
 DF8754
 DF8754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8754
 DF8754.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8754
 DF8754.The ellipsoidal height was determined by GPS observations
 DF8754.and is referenced to NAD 83.
 DF8754
 DF8754.The dynamic height is computed by dividing the NAVD 88
 DF8754.geopotential number by the normal gravity value computed on the
 DF8754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8754.degrees latitude (g = 980.6199 gals.).
 DF8754
 DF8754.The modeled gravity was interpolated from observed gravity values.
 DF8754
 DF8754. The following values were computed from the NAD 83(2007) position.
 DF8754
 DF8754;                    North         East     Units Scale Factor Converg.
 DF8754;SPC MN N     -   270,711.570   799,238.669   MT  0.99990891   -0 00 27.2
 DF8754;SPC MN N     -   888,159.54  2,622,168.87   sFT  0.99990891   -0 00 27.2
 DF8754;UTM  15      - 5,320,255.701   491,784.479   MT  0.99960083   -0 04 55.0
 DF8754
 DF8754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8754!SPC MN N     -   0.99994064  x   0.99990891  =   0.99984956
 DF8754!UTM  15      -   0.99994064  x   0.99960083  =   0.99954149
 DF8754
 DF8754:                Primary Azimuth Mark                     Grid Az
 DF8754:SPC MN N     -  3609 B                                   179 28 34.2
 DF8754:UTM  15      -  3609 B                                   179 33 02.0
 DF8754
 DF8754|---------------------------------------------------------------------|
 DF8754| PID    Reference Object                     Distance      Geod. Az  |
 DF8754|                                                           dddmmss.s |
 DF8754| DF8755 3609 B                              APPROX. 1.5 KM 1792807.0 |
 DF8754|---------------------------------------------------------------------|
 DF8754
 DF8754                          SUPERSEDED SURVEY CONTROL
 DF8754
 DF8754  NAVD 88 (03/17/11)  409.14   (m)         1342.3    (f) LEVELING    3  
 DF8754
 DF8754.Superseded values are not recommended for survey control.
 DF8754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8754.See file dsdata.txt to determine how the superseded data were derived.
 DF8754
 DF8754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP9178420255(NAD 83)
 DF8754
 DF8754_MARKER: DD = SURVEY DISK
 DF8754_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8754_STAMPING: 3609 A 2002
 DF8754_MARK LOGO: MNDT  
 DF8754_PROJECTION: RECESSED 3 CENTIMETERS
 DF8754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8754+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 DF8754_ROD/PIPE-DEPTH: 16.8 meters
 DF8754
 DF8754  HISTORY     - Date     Condition        Report By
 DF8754  HISTORY     - 20020319 MONUMENTED       MNDT
 DF8754  HISTORY     - 20100407 GOOD             MNDT
 DF8754  HISTORY     - 20100407 GOOD             MNDT
 DF8754
 DF8754                          STATION DESCRIPTION
 DF8754
 DF8754'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8754'THE MARK IS 3.4 MI (5.5 KM) NORTH OF SILVERDALE, 3.45 MI (5.55 KM)
 DF8754'NORTH ALONG TH 65 FROM JCT OF TH 65 AND CO RD 74 AND TH 151 IN
 DF8754'SILVERDALE, AT TH 65 MP 229.7, 68.2 FT (20.8 M) EAST OF TH 65, 125.8
 DF8754'FT (38.3 M) SOUTH OF P-POLE, 166 FT (50.6 M) NORTH OF EXTENDED CENTER
 DF8754'LINE DRIVEWAY ENT, 197 FT (60.0 M) NORTH OF DRIVEWAY ENT, 2.2 FT (0.7
 DF8754'M) WEST OF WIT POST, MAGNETIC, RECESSED 1 INCH, AND SUITABLE FOR GPS.
 DF8754'ROD DEPTH 55 FT.
 DF8754
 DF8754                          STATION RECOVERY (2010)
 DF8754
 DF8754'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8754'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8754'THE MARK IS 3.4 MILES NORTH OF SILVERDALE, AT TRUNK HIGHWAY 65
 DF8754'MILEPOINT 229.7, 3.45 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM JUNCTION
 DF8754'OF TRUNK HIGHWAY 65 AND COUNTY ROAD 74 AND TRUNK HIGHWAY 151 IN
 DF8754'SILVERDALE, 68.2 FEET EAST OF TRUNK HIGHWAY 65, 125.8 FEET SOUTH OF
 DF8754'POWER POLE, 166.0 FEET NORTH OF EXTENDED CENTERLINE DRIVEWAY ENTRANCE
 DF8754'NUMBER 9923, 197.0 FEET NORTH OF DRIVEWAY ENTRANCE NUMBER 9924, 2.2
 DF8754'FEET WEST OF WITNESS POST.
 DF8754
 DF8754                          STATION RECOVERY (2010)
 DF8754
 DF8754'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8754'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6822 ***********************************************************************
 DM6822  DESIGNATION -  3609 AA
 DM6822  PID         -  DM6822
 DM6822  STATE/COUNTY-  MN/KOOCHICHING
 DM6822  COUNTRY     -  US
 DM6822  USGS QUAD   -  NETT LAKE RIVER SE (1970)
 DM6822
 DM6822                         *CURRENT SURVEY CONTROL
 DM6822  ______________________________________________________________________
 DM6822* NAD 83(2007) POSITION- 48 06 51.39448(N) 093 17 21.24446(W)   ADJUSTED  
 DM6822* NAD 83(2007) ELLIP HT-   368.691 (meters)        (03/17/11)   ADJUSTED
 DM6822* NAD 83(2007) EPOCH   -  2002.00
 DM6822* NAVD 88 ORTHO HEIGHT -   398.90   (meters)    1308.7   (feet) LEVELING  
 DM6822  ______________________________________________________________________
 DM6822  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 DM6822  NAD 83(2007) X  -   -244,797.332 (meters)                     COMP
 DM6822  NAD 83(2007) Y  - -4,259,484.098 (meters)                     COMP
 DM6822  NAD 83(2007) Z  -  4,725,643.724 (meters)                     COMP
 DM6822  LAPLACE CORR    -         -4.64  (seconds)                    DEFLEC09
 DM6822  HORZ ORDER      -  FIRST
 DM6822  VERT ORDER      -  THIRD ?
 DM6822  ELLP ORDER      -  FOURTH    CLASS I
 DM6822
 DM6822.The horizontal coordinates were established by GPS observations
 DM6822.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6822
 DM6822.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6822.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6822
 DM6822.The horizontal coordinates are valid at the epoch date displayed above
 DM6822.which is a decimal equivalence of Year/Month/Day.
 DM6822
 DM6822.The orthometric height was determined by differential leveling.
 DM6822.The vertical network tie was performed by a horz. field party for horz.
 DM6822.obs reductions. Reset procedures were used to establish the elevation.
 DM6822
 DM6822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6822
 DM6822.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6822
 DM6822.The ellipsoidal height was determined by GPS observations
 DM6822.and is referenced to NAD 83.
 DM6822
 DM6822. The following values were computed from the NAD 83(2007) position.
 DM6822
 DM6822;                    North         East     Units Scale Factor Converg.
 DM6822;SPC MN N     -   279,483.349   785,910.735   MT  0.99991465   -0 08 25.0
 DM6822;SPC MN N     -   916,938.29  2,578,442.14   sFT  0.99991465   -0 08 25.0
 DM6822;UTM  15      - 5,329,042.134   478,472.103   MT  0.99960569   -0 12 55.2
 DM6822
 DM6822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6822!SPC MN N     -   0.99994222  x   0.99991465  =   0.99985687
 DM6822!UTM  15      -   0.99994222  x   0.99960569  =   0.99954793
 DM6822
 DM6822                          SUPERSEDED SURVEY CONTROL
 DM6822
 DM6822.No superseded survey control is available for this station.
 DM6822
 DM6822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7847229042(NAD 83)
 DM6822
 DM6822_MARKER: I = METAL ROD
 DM6822_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6822_STAMPING: 3609 AA 2010
 DM6822_MARK LOGO: MNDT  
 DM6822_PROJECTION: RECESSED 3 CENTIMETERS
 DM6822_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6822+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6822_ROD/PIPE-DEPTH:  6.7 meters
 DM6822
 DM6822  HISTORY     - Date     Condition        Report By
 DM6822  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6822  HISTORY     - 20100525 GOOD             MNDT
 DM6822
 DM6822                          STATION DESCRIPTION
 DM6822
 DM6822'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6822'THE MARK IS 11.8 MILES NORTHWEST OF SILVERDALE, 16.1 MILES NORTH AND
 DM6822'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6822'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 242.45,
 DM6822'26.6 FEET NORTHEAST OF TRUNK HIGHWAY 65, 12.5 FEET NORTHWEST OF
 DM6822'ENTRANCE, 2.5 FEET SOUTHEAST OF WITNESS POST.
 DM6822
 DM6822                          STATION RECOVERY (2010)
 DM6822
 DM6822'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6822'RECOVERED AS DESCRIBED.
 DM6822' 
 DM6822'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6822'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6822'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6822'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6823 ***********************************************************************
 DM6823  DESIGNATION -  3609 AB
 DM6823  PID         -  DM6823
 DM6823  STATE/COUNTY-  MN/KOOCHICHING
 DM6823  COUNTRY     -  US
 DM6823  USGS QUAD   -  NETT LAKE RIVER SE (1970)
 DM6823
 DM6823                         *CURRENT SURVEY CONTROL
 DM6823  ______________________________________________________________________
 DM6823* NAD 83(2007) POSITION- 48 06 23.85166(N) 093 16 23.40226(W)   ADJUSTED  
 DM6823* NAD 83(2007) ELLIP HT-   370.611 (meters)        (03/17/11)   ADJUSTED
 DM6823* NAD 83(2007) EPOCH   -  2002.00
 DM6823* NAVD 88 ORTHO HEIGHT -   400.84   (meters)    1315.1   (feet) LEVELING  
 DM6823  ______________________________________________________________________
 DM6823  GEOID HEIGHT    -        -30.24  (meters)                     GEOID09
 DM6823  NAD 83(2007) X  -   -243,639.083 (meters)                     COMP
 DM6823  NAD 83(2007) Y  - -4,260,186.158 (meters)                     COMP
 DM6823  NAD 83(2007) Z  -  4,725,077.105 (meters)                     COMP
 DM6823  LAPLACE CORR    -         -4.41  (seconds)                    DEFLEC09
 DM6823  HORZ ORDER      -  FIRST
 DM6823  VERT ORDER      -  THIRD ?
 DM6823  ELLP ORDER      -  FOURTH    CLASS I
 DM6823
 DM6823.The horizontal coordinates were established by GPS observations
 DM6823.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6823
 DM6823.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6823.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6823
 DM6823.The horizontal coordinates are valid at the epoch date displayed above
 DM6823.which is a decimal equivalence of Year/Month/Day.
 DM6823
 DM6823.The orthometric height was determined by differential leveling.
 DM6823.The vertical network tie was performed by a horz. field party for horz.
 DM6823.obs reductions. Reset procedures were used to establish the elevation.
 DM6823
 DM6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6823
 DM6823.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6823
 DM6823.The ellipsoidal height was determined by GPS observations
 DM6823.and is referenced to NAD 83.
 DM6823
 DM6823. The following values were computed from the NAD 83(2007) position.
 DM6823
 DM6823;                    North         East     Units Scale Factor Converg.
 DM6823;SPC MN N     -   278,629.910   787,105.100   MT  0.99991400   -0 07 42.1
 DM6823;SPC MN N     -   914,138.30  2,582,360.65   sFT  0.99991400   -0 07 42.1
 DM6823;UTM  15      - 5,328,187.397   479,664.981   MT  0.99960508   -0 12 12.0
 DM6823
 DM6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6823!SPC MN N     -   0.99994192  x   0.99991400  =   0.99985592
 DM6823!UTM  15      -   0.99994192  x   0.99960508  =   0.99954702
 DM6823
 DM6823                          SUPERSEDED SURVEY CONTROL
 DM6823
 DM6823.No superseded survey control is available for this station.
 DM6823
 DM6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7966428187(NAD 83)
 DM6823
 DM6823_MARKER: I = METAL ROD
 DM6823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6823_STAMPING: 3609 AB 2010
 DM6823_MARK LOGO: MNDT  
 DM6823_PROJECTION: RECESSED 3 CENTIMETERS
 DM6823_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6823+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6823_ROD/PIPE-DEPTH:  6.7 meters
 DM6823
 DM6823  HISTORY     - Date     Condition        Report By
 DM6823  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6823  HISTORY     - 20100525 GOOD             MNDT
 DM6823
 DM6823                          STATION DESCRIPTION
 DM6823
 DM6823'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6823'THE MARK IS 10.9 MILES NORTHWEST OF SILVERDALE, 15.2 MILES NORTH AND
 DM6823'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6823'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 241.55,
 DM6823'30.1 FEET NORTHEAST OF TRUNK HIGHWAY 65, 20.2 FEET NORTHWEST OF WOODED
 DM6823'ENTRANCE, 3.0 FEET SOUTHEAST OF WITNESS POST.
 DM6823
 DM6823                          STATION RECOVERY (2010)
 DM6823
 DM6823'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6823'RECOVERED AS DESCRIBED.
 DM6823' 
 DM6823'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6823'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6823'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6823'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6824 ***********************************************************************
 DM6824  DESIGNATION -  3609 AC
 DM6824  PID         -  DM6824
 DM6824  STATE/COUNTY-  MN/KOOCHICHING
 DM6824  COUNTRY     -  US
 DM6824  USGS QUAD   -  NETT LAKE SW (1970)
 DM6824
 DM6824                         *CURRENT SURVEY CONTROL
 DM6824  ______________________________________________________________________
 DM6824* NAD 83(2007) POSITION- 48 06 15.54386(N) 093 13 36.56081(W)   ADJUSTED  
 DM6824* NAD 83(2007) ELLIP HT-   366.918 (meters)        (03/17/11)   ADJUSTED
 DM6824* NAD 83(2007) EPOCH   -  2002.00
 DM6824* NAVD 88 ORTHO HEIGHT -   397.21   (meters)    1303.2   (feet) LEVELING  
 DM6824  ______________________________________________________________________
 DM6824  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 DM6824  NAD 83(2007) X  -   -240,203.679 (meters)                     COMP
 DM6824  NAD 83(2007) Y  - -4,260,570.090 (meters)                     COMP
 DM6824  NAD 83(2007) Z  -  4,724,902.997 (meters)                     COMP
 DM6824  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC09
 DM6824  HORZ ORDER      -  FIRST
 DM6824  VERT ORDER      -  THIRD ?
 DM6824  ELLP ORDER      -  FOURTH    CLASS I
 DM6824
 DM6824.The horizontal coordinates were established by GPS observations
 DM6824.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6824
 DM6824.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6824.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6824
 DM6824.The horizontal coordinates are valid at the epoch date displayed above
 DM6824.which is a decimal equivalence of Year/Month/Day.
 DM6824
 DM6824.The orthometric height was determined by differential leveling.
 DM6824.The vertical network tie was performed by a horz. field party for horz.
 DM6824.obs reductions. Reset procedures were used to establish the elevation.
 DM6824
 DM6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6824
 DM6824.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6824
 DM6824.The ellipsoidal height was determined by GPS observations
 DM6824.and is referenced to NAD 83.
 DM6824
 DM6824. The following values were computed from the NAD 83(2007) position.
 DM6824
 DM6824;                    North         East     Units Scale Factor Converg.
 DM6824;SPC MN N     -   278,366.635   790,555.744   MT  0.99991381   -0 05 38.4
 DM6824;SPC MN N     -   913,274.53  2,593,681.64   sFT  0.99991381   -0 05 38.4
 DM6824;UTM  15      - 5,327,919.693   483,114.209   MT  0.99960350   -0 10 07.8
 DM6824
 DM6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6824!SPC MN N     -   0.99994250  x   0.99991381  =   0.99985631
 DM6824!UTM  15      -   0.99994250  x   0.99960350  =   0.99954602
 DM6824
 DM6824:                Primary Azimuth Mark                     Grid Az
 DM6824:SPC MN N     -  3609 AD                                  179 29 45.4
 DM6824:UTM  15      -  3609 AD                                  179 34 14.8
 DM6824
 DM6824|---------------------------------------------------------------------|
 DM6824| PID    Reference Object                     Distance      Geod. Az  |
 DM6824|                                                           dddmmss.s |
 DM6824| DM6825 3609 AD                             APPROX. 1.4 KM 1792407.0 |
 DM6824|---------------------------------------------------------------------|
 DM6824
 DM6824                          SUPERSEDED SURVEY CONTROL
 DM6824
 DM6824.No superseded survey control is available for this station.
 DM6824
 DM6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8311427919(NAD 83)
 DM6824
 DM6824_MARKER: I = METAL ROD
 DM6824_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6824_STAMPING: 3609 AC 2010
 DM6824_MARK LOGO: MNDT  
 DM6824_PROJECTION: RECESSED 5 CENTIMETERS
 DM6824_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6824+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6824_ROD/PIPE-DEPTH:  9.1 meters
 DM6824
 DM6824  HISTORY     - Date     Condition        Report By
 DM6824  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6824  HISTORY     - 20100525 GOOD             MNDT
 DM6824
 DM6824                          STATION DESCRIPTION
 DM6824
 DM6824'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6824'THE MARK IS 9.75 MILES NORTHWEST OF SILVERDALE, 13.0 MILES NORTH AND
 DM6824'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6824'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 239.35,
 DM6824'13.5 FEET NORTH OF TRUNK HIGHWAY 65, 50.3 FEET WEST OF WOODDUCK ROAD,
 DM6824'3.7 FEET SOUTH OF WITNESS POST.
 DM6824
 DM6824                          STATION RECOVERY (2010)
 DM6824
 DM6824'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6824'RECOVERED AS DESCRIBED.
 DM6824' 
 DM6824'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6824'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6824'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6824'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6825 ***********************************************************************
 DM6825  DESIGNATION -  3609 AD
 DM6825  PID         -  DM6825
 DM6825  STATE/COUNTY-  MN/KOOCHICHING
 DM6825  COUNTRY     -  US
 DM6825  USGS QUAD   -  NETT LAKE SW (1970)
 DM6825
 DM6825                         *CURRENT SURVEY CONTROL
 DM6825  ______________________________________________________________________
 DM6825* NAD 83(2007) POSITION- 48 05 30.68558(N) 093 13 35.86187(W)   ADJUSTED  
 DM6825* NAD 83(2007) ELLIP HT-   374.385 (meters)        (03/17/11)   ADJUSTED
 DM6825* NAD 83(2007) EPOCH   -  2002.00
 DM6825* NAVD 88 ORTHO HEIGHT -   404.65   (meters)    1327.6   (feet) LEVELING  
 DM6825  ______________________________________________________________________
 DM6825  GEOID HEIGHT    -        -30.28  (meters)                     GEOID09
 DM6825  NAD 83(2007) X  -   -240,247.570 (meters)                     COMP
 DM6825  NAD 83(2007) Y  - -4,261,605.540 (meters)                     COMP
 DM6825  NAD 83(2007) Z  -  4,723,983.168 (meters)                     COMP
 DM6825  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC09
 DM6825  HORZ ORDER      -  FIRST
 DM6825  VERT ORDER      -  THIRD ?
 DM6825  ELLP ORDER      -  FOURTH    CLASS I
 DM6825
 DM6825.The horizontal coordinates were established by GPS observations
 DM6825.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6825
 DM6825.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6825.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6825
 DM6825.The horizontal coordinates are valid at the epoch date displayed above
 DM6825.which is a decimal equivalence of Year/Month/Day.
 DM6825
 DM6825.The orthometric height was determined by differential leveling.
 DM6825.The vertical network tie was performed by a horz. field party for horz.
 DM6825.obs reductions. Reset procedures were used to establish the elevation.
 DM6825
 DM6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6825
 DM6825.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6825
 DM6825.The ellipsoidal height was determined by GPS observations
 DM6825.and is referenced to NAD 83.
 DM6825
 DM6825. The following values were computed from the NAD 83(2007) position.
 DM6825
 DM6825;                    North         East     Units Scale Factor Converg.
 DM6825;SPC MN N     -   276,981.208   790,567.932   MT  0.99991282   -0 05 37.9
 DM6825;SPC MN N     -   908,729.18  2,593,721.62   sFT  0.99991282   -0 05 37.9
 DM6825;UTM  15      - 5,326,534.680   483,124.585   MT  0.99960350   -0 10 07.2
 DM6825
 DM6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6825!SPC MN N     -   0.99994133  x   0.99991282  =   0.99985415
 DM6825!UTM  15      -   0.99994133  x   0.99960350  =   0.99954485
 DM6825
 DM6825:                Primary Azimuth Mark                     Grid Az
 DM6825:SPC MN N     -  3609 AC                                  359 29 45.4
 DM6825:UTM  15      -  3609 AC                                  359 34 14.7
 DM6825
 DM6825|---------------------------------------------------------------------|
 DM6825| PID    Reference Object                     Distance      Geod. Az  |
 DM6825|                                                           dddmmss.s |
 DM6825| DM6824 3609 AC                             APPROX. 1.4 KM 3592407.5 |
 DM6825|---------------------------------------------------------------------|
 DM6825
 DM6825                          SUPERSEDED SURVEY CONTROL
 DM6825
 DM6825.No superseded survey control is available for this station.
 DM6825
 DM6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8312426534(NAD 83)
 DM6825
 DM6825_MARKER: I = METAL ROD
 DM6825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6825_STAMPING: 3609 AD 2010
 DM6825_MARK LOGO: MNDT  
 DM6825_PROJECTION: RECESSED 3 CENTIMETERS
 DM6825_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6825+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6825_ROD/PIPE-DEPTH:  7.6 meters
 DM6825
 DM6825  HISTORY     - Date     Condition        Report By
 DM6825  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6825  HISTORY     - 20100525 GOOD             MNDT
 DM6825
 DM6825                          STATION DESCRIPTION
 DM6825
 DM6825'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6825'THE MARK IS 9.0 MILES NORTHWEST OF SILVERDALE, 12.15 MILES NORTH AND
 DM6825'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6825'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 238.50,
 DM6825'32.2 FEET WEST OF TRUNK HIGHWAY 65, 15.5 FEET NORTH OF ENTRANCE, 1.8
 DM6825'FEET SOUTH OF WITNESS POST.
 DM6825
 DM6825                          STATION RECOVERY (2010)
 DM6825
 DM6825'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6825'RECOVERED AS DESCRIBED.
 DM6825' 
 DM6825'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6825'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6825'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6825'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6826 ***********************************************************************
 DM6826  DESIGNATION -  3609 AE
 DM6826  PID         -  DM6826
 DM6826  STATE/COUNTY-  MN/KOOCHICHING
 DM6826  COUNTRY     -  US
 DM6826  USGS QUAD   -  NETT LAKE SW (1970)
 DM6826
 DM6826                         *CURRENT SURVEY CONTROL
 DM6826  ______________________________________________________________________
 DM6826* NAD 83(2007) POSITION- 48 04 52.25078(N) 093 13 34.69748(W)   ADJUSTED  
 DM6826* NAD 83(2007) ELLIP HT-   392.703 (meters)        (03/17/11)   ADJUSTED
 DM6826* NAD 83(2007) EPOCH   -  2002.00
 DM6826* NAVD 88 ORTHO HEIGHT -   422.95   (meters)    1387.6   (feet) LEVELING  
 DM6826  ______________________________________________________________________
 DM6826  GEOID HEIGHT    -        -30.26  (meters)                     GEOID09
 DM6826  NAD 83(2007) X  -   -240,273.922 (meters)                     COMP
 DM6826  NAD 83(2007) Y  - -4,262,501.169 (meters)                     COMP
 DM6826  NAD 83(2007) Z  -  4,723,203.744 (meters)                     COMP
 DM6826  LAPLACE CORR    -         -4.58  (seconds)                    DEFLEC09
 DM6826  HORZ ORDER      -  FIRST
 DM6826  VERT ORDER      -  THIRD ?
 DM6826  ELLP ORDER      -  FOURTH    CLASS I
 DM6826
 DM6826.The horizontal coordinates were established by GPS observations
 DM6826.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6826
 DM6826.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6826.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6826
 DM6826.The horizontal coordinates are valid at the epoch date displayed above
 DM6826.which is a decimal equivalence of Year/Month/Day.
 DM6826
 DM6826.The orthometric height was determined by differential leveling.
 DM6826.The vertical network tie was performed by a horz. field party for horz.
 DM6826.obs reductions. Reset procedures were used to establish the elevation.
 DM6826
 DM6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6826
 DM6826.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6826
 DM6826.The ellipsoidal height was determined by GPS observations
 DM6826.and is referenced to NAD 83.
 DM6826
 DM6826. The following values were computed from the NAD 83(2007) position.
 DM6826
 DM6826;                    North         East     Units Scale Factor Converg.
 DM6826;SPC MN N     -   275,794.151   790,590.085   MT  0.99991200   -0 05 37.0
 DM6826;SPC MN N     -   904,834.64  2,593,794.30   sFT  0.99991200   -0 05 37.0
 DM6826;UTM  15      - 5,325,347.962   483,145.182   MT  0.99960349   -0 10 06.2
 DM6826
 DM6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6826!SPC MN N     -   0.99993846  x   0.99991200  =   0.99985046
 DM6826!UTM  15      -   0.99993846  x   0.99960349  =   0.99954197
 DM6826
 DM6826:                Primary Azimuth Mark                     Grid Az
 DM6826:SPC MN N     -  3609 AD                                  358 55 51.2
 DM6826:UTM  15      -  3609 AD                                  359 00 20.4
 DM6826
 DM6826|---------------------------------------------------------------------|
 DM6826| PID    Reference Object                     Distance      Geod. Az  |
 DM6826|                                                           dddmmss.s |
 DM6826| DM6825 3609 AD                             APPROX. 1.2 KM 3585014.2 |
 DM6826|---------------------------------------------------------------------|
 DM6826
 DM6826                          SUPERSEDED SURVEY CONTROL
 DM6826
 DM6826.No superseded survey control is available for this station.
 DM6826
 DM6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8314525347(NAD 83)
 DM6826
 DM6826_MARKER: I = METAL ROD
 DM6826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6826_STAMPING: 3609 AE 2010
 DM6826_MARK LOGO: MNDT  
 DM6826_PROJECTION: FLUSH
 DM6826_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6826+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6826_ROD/PIPE-DEPTH:  3.7 meters
 DM6826
 DM6826  HISTORY     - Date     Condition        Report By
 DM6826  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6826  HISTORY     - 20100525 GOOD             MNDT
 DM6826
 DM6826                          STATION DESCRIPTION
 DM6826
 DM6826'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6826'THE MARK IS 8.3 MILES NORTHWEST OF SILVERDALE, 11.4 MILES NORTH AND
 DM6826'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6826'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 237.75,
 DM6826'29.3 FEET EAST OF TRUNK HIGHWAY 65, 27.3 FEET NORTH OF ENTRANCE, 1.0
 DM6826'FOOT WEST OF WITNESS POST.
 DM6826
 DM6826                          STATION RECOVERY (2010)
 DM6826
 DM6826'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6826'RECOVERED AS DESCRIBED.
 DM6826' 
 DM6826'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6826'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6826'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6826'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6827 ***********************************************************************
 DM6827  DESIGNATION -  3609 AL
 DM6827  PID         -  DM6827
 DM6827  STATE/COUNTY-  MN/KOOCHICHING
 DM6827  COUNTRY     -  US
 DM6827  USGS QUAD   -  RAUCH (1970)
 DM6827
 DM6827                         *CURRENT SURVEY CONTROL
 DM6827  ______________________________________________________________________
 DM6827* NAD 83(2007) POSITION- 47 56 15.77145(N) 093 10 01.77917(W)   ADJUSTED  
 DM6827* NAD 83(2007) ELLIP HT-   363.131 (meters)        (03/17/11)   ADJUSTED
 DM6827* NAD 83(2007) EPOCH   -  2002.00
 DM6827* NAVD 88 ORTHO HEIGHT -   393.22   (meters)    1290.1   (feet) LEVELING  
 DM6827  ______________________________________________________________________
 DM6827  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 DM6827  NAD 83(2007) X  -   -236,527.805 (meters)                     COMP
 DM6827  NAD 83(2007) Y  - -4,274,566.247 (meters)                     COMP
 DM6827  NAD 83(2007) Z  -  4,712,509.044 (meters)                     COMP
 DM6827  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC09
 DM6827  HORZ ORDER      -  FIRST
 DM6827  VERT ORDER      -  THIRD ?
 DM6827  ELLP ORDER      -  FOURTH    CLASS I
 DM6827
 DM6827.The horizontal coordinates were established by GPS observations
 DM6827.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6827
 DM6827.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6827.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6827
 DM6827.The horizontal coordinates are valid at the epoch date displayed above
 DM6827.which is a decimal equivalence of Year/Month/Day.
 DM6827
 DM6827.The orthometric height was determined by differential leveling.
 DM6827.The vertical network tie was performed by a horz. field party for horz.
 DM6827.obs reductions. Reset procedures were used to establish the elevation.
 DM6827
 DM6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6827
 DM6827.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6827
 DM6827.The ellipsoidal height was determined by GPS observations
 DM6827.and is referenced to NAD 83.
 DM6827
 DM6827. The following values were computed from the NAD 83(2007) position.
 DM6827
 DM6827;                    North         East     Units Scale Factor Converg.
 DM6827;SPC MN N     -   259,838.005   794,982.546   MT  0.99990441   -0 02 59.2
 DM6827;SPC MN N     -   852,485.19  2,608,205.24   sFT  0.99990441   -0 02 59.2
 DM6827;UTM  15      - 5,309,390.985   487,515.550   MT  0.99960192   -0 07 26.8
 DM6827
 DM6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6827!SPC MN N     -   0.99994309  x   0.99990441  =   0.99984750
 DM6827!UTM  15      -   0.99994309  x   0.99960192  =   0.99954503
 DM6827
 DM6827                          SUPERSEDED SURVEY CONTROL
 DM6827
 DM6827.No superseded survey control is available for this station.
 DM6827
 DM6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP8751509390(NAD 83)
 DM6827
 DM6827_MARKER: I = METAL ROD
 DM6827_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6827_STAMPING: 3609 AL 2010
 DM6827_MARK LOGO: MNDT  
 DM6827_PROJECTION: RECESSED 3 CENTIMETERS
 DM6827_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6827+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DM6827_ROD/PIPE-DEPTH: 10.7 meters
 DM6827
 DM6827  HISTORY     - Date     Condition        Report By
 DM6827  HISTORY     - 20100524 MONUMENTED       MNDT
 DM6827  HISTORY     - 20100524 GOOD             MNDT
 DM6827
 DM6827                          STATION DESCRIPTION
 DM6827
 DM6827'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6827'THE MARK IS 4.2 MILES SOUTHWEST OF SILVERDALE, 5.75 MILES SOUTH AND
 DM6827'WEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6827'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 220.30,
 DM6827'19.7 FEET WEST OF TRUNK HIGHWAY 65, 12.8 FEET EAST OF CABLE BOX NUMBER
 DM6827'D 39 LP 12, 1.4 FEET EAST OF WITNESS POST.
 DM6827
 DM6827                          STATION RECOVERY (2010)
 DM6827
 DM6827'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6827'RECOVERED AS DESCRIBED.
 DM6827' 
 DM6827'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6827'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6827'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6827'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6828 ***********************************************************************
 DM6828  DESIGNATION -  3609 AM
 DM6828  PID         -  DM6828
 DM6828  STATE/COUNTY-  MN/KOOCHICHING
 DM6828  COUNTRY     -  US
 DM6828  USGS QUAD   -  RAUCH (1970)
 DM6828
 DM6828                         *CURRENT SURVEY CONTROL
 DM6828  ______________________________________________________________________
 DM6828* NAD 83(2007) POSITION- 47 57 27.14721(N) 093 10 01.13046(W)   ADJUSTED  
 DM6828* NAD 83(2007) ELLIP HT-   361.776 (meters)        (03/17/11)   ADJUSTED
 DM6828* NAD 83(2007) EPOCH   -  2002.00
 DM6828* NAVD 88 ORTHO HEIGHT -   391.92   (meters)    1285.8   (feet) LEVELING  
 DM6828  ______________________________________________________________________
 DM6828  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 DM6828  NAD 83(2007) X  -   -236,423.873 (meters)                     COMP
 DM6828  NAD 83(2007) Y  - -4,272,931.573 (meters)                     COMP
 DM6828  NAD 83(2007) Z  -  4,713,984.721 (meters)                     COMP
 DM6828  LAPLACE CORR    -         -6.26  (seconds)                    DEFLEC09
 DM6828  HORZ ORDER      -  FIRST
 DM6828  VERT ORDER      -  THIRD ?
 DM6828  ELLP ORDER      -  FOURTH    CLASS I
 DM6828
 DM6828.The horizontal coordinates were established by GPS observations
 DM6828.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6828
 DM6828.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6828.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6828
 DM6828.The horizontal coordinates are valid at the epoch date displayed above
 DM6828.which is a decimal equivalence of Year/Month/Day.
 DM6828
 DM6828.The orthometric height was determined by differential leveling.
 DM6828.The vertical network tie was performed by a horz. field party for horz.
 DM6828.obs reductions. Reset procedures were used to establish the elevation.
 DM6828
 DM6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6828
 DM6828.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6828
 DM6828.The ellipsoidal height was determined by GPS observations
 DM6828.and is referenced to NAD 83.
 DM6828
 DM6828. The following values were computed from the NAD 83(2007) position.
 DM6828
 DM6828;                    North         East     Units Scale Factor Converg.
 DM6828;SPC MN N     -   262,042.288   794,997.918   MT  0.99990508   -0 02 58.7
 DM6828;SPC MN N     -   859,717.07  2,608,255.67   sFT  0.99990508   -0 02 58.7
 DM6828;UTM  15      - 5,311,594.579   487,533.776   MT  0.99960191   -0 07 26.4
 DM6828
 DM6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6828!SPC MN N     -   0.99994330  x   0.99990508  =   0.99984839
 DM6828!UTM  15      -   0.99994330  x   0.99960191  =   0.99954523
 DM6828
 DM6828                          SUPERSEDED SURVEY CONTROL
 DM6828
 DM6828.No superseded survey control is available for this station.
 DM6828
 DM6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP8753311594(NAD 83)
 DM6828
 DM6828_MARKER: I = METAL ROD
 DM6828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6828_STAMPING: 3609 AM 2010
 DM6828_MARK LOGO: MNDT  
 DM6828_PROJECTION: RECESSED 3 CENTIMETERS
 DM6828_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6828+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2010
 DM6828_ROD/PIPE-DEPTH:  7.6 meters
 DM6828
 DM6828  HISTORY     - Date     Condition        Report By
 DM6828  HISTORY     - 20100524 MONUMENTED       MNDT
 DM6828  HISTORY     - 20100524 GOOD             MNDT
 DM6828
 DM6828                          STATION DESCRIPTION
 DM6828
 DM6828'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6828'THE MARK IS 3.3 MILES SOUTHWEST OF SILVERDALE, 4.4 MILES SOUTH AND
 DM6828'WEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6828'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 221.65,
 DM6828'44.6 FEET NORTH OF TRUNK HIGHWAY 65, 14.7 FEET EAST OF UNORGANIZED
 DM6828'TOWNSHIP 69 ROAD, 25.2 FEET NORTH OF EXTENDED COUNTY ROAD 57, 4.4 FEET
 DM6828'WEST OF WITNESS POST.
 DM6828
 DM6828                          STATION RECOVERY (2010)
 DM6828
 DM6828'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6828'RECOVERED AS DESCRIBED.
 DM6828' 
 DM6828'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6828'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6828'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6828'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8755 ***********************************************************************
 DF8755  DESIGNATION -  3609 B
 DF8755  PID         -  DF8755
 DF8755  STATE/COUNTY-  MN/KOOCHICHING
 DF8755  COUNTRY     -  US
 DF8755  USGS QUAD   -  NETT LAKE (1981)
 DF8755
 DF8755                         *CURRENT SURVEY CONTROL
 DF8755  ______________________________________________________________________
 DF8755* NAD 83(2007) POSITION- 48 01 19.71612(N) 093 06 36.08944(W)   ADJUSTED  
 DF8755* NAD 83(2007) ELLIP HT-   371.058 (meters)        (03/17/11)   ADJUSTED
 DF8755* NAD 83(2007) EPOCH   -  2002.00
 DF8755* NAVD 88 ORTHO HEIGHT -   401.439  (meters)    1317.05  (feet) ADJUSTED  
 DF8755  ______________________________________________________________________
 DF8755  NAD 83(2007) X  -   -231,886.931 (meters)                     COMP
 DF8755  NAD 83(2007) Y  - -4,267,840.967 (meters)                     COMP
 DF8755  NAD 83(2007) Z  -  4,718,799.311 (meters)                     COMP
 DF8755  LAPLACE CORR    -         -5.10  (seconds)                    DEFLEC09
 DF8755  GEOID HEIGHT    -        -30.37  (meters)                     GEOID09
 DF8755  DYNAMIC HEIGHT  -        401.501 (meters)     1317.26  (feet) COMP
 DF8755  MODELED GRAVITY -    980,754.2   (mgal)                       NAVD 88
 DF8755
 DF8755  HORZ ORDER      -  FIRST
 DF8755  VERT ORDER      -  SECOND    CLASS I
 DF8755  ELLP ORDER      -  FOURTH    CLASS I
 DF8755
 DF8755.The horizontal coordinates were established by GPS observations
 DF8755.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DF8755
 DF8755.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8755.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8755
 DF8755.The horizontal coordinates are valid at the epoch date displayed above
 DF8755.which is a decimal equivalence of Year/Month/Day.
 DF8755
 DF8755.The orthometric height was determined by differential leveling and
 DF8755.adjusted in April 2004.
 DF8755
 DF8755.Photographs are available for this station.
 DF8755
 DF8755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8755
 DF8755.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8755
 DF8755.The ellipsoidal height was determined by GPS observations
 DF8755.and is referenced to NAD 83.
 DF8755
 DF8755.The dynamic height is computed by dividing the NAVD 88
 DF8755.geopotential number by the normal gravity value computed on the
 DF8755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8755.degrees latitude (g = 980.6199 gals.).
 DF8755
 DF8755.The modeled gravity was interpolated from observed gravity values.
 DF8755
 DF8755. The following values were computed from the NAD 83(2007) position.
 DF8755
 DF8755;                    North         East     Units Scale Factor Converg.
 DF8755;SPC MN N     -   269,222.655   799,252.281   MT  0.99990812   -0 00 26.8
 DF8755;SPC MN N     -   883,274.66  2,622,213.53   sFT  0.99990812   -0 00 26.8
 DF8755;UTM  15      - 5,318,767.228   491,796.155   MT  0.99960083   -0 04 54.5
 DF8755
 DF8755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8755!SPC MN N     -   0.99994185  x   0.99990812  =   0.99984997
 DF8755!UTM  15      -   0.99994185  x   0.99960083  =   0.99954270
 DF8755
 DF8755:                Primary Azimuth Mark                     Grid Az
 DF8755:SPC MN N     -  3609 A                                   359 28 34.3
 DF8755:UTM  15      -  3609 A                                   359 33 02.0
 DF8755
 DF8755|---------------------------------------------------------------------|
 DF8755| PID    Reference Object                     Distance      Geod. Az  |
 DF8755|                                                           dddmmss.s |
 DF8755| DF8754 3609 A                              APPROX. 1.5 KM 3592807.5 |
 DF8755|---------------------------------------------------------------------|
 DF8755
 DF8755                          SUPERSEDED SURVEY CONTROL
 DF8755
 DF8755  NAVD 88 (03/17/11)  401.42   (m)         1317.0    (f) LEVELING    3  
 DF8755
 DF8755.Superseded values are not recommended for survey control.
 DF8755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8755.See file dsdata.txt to determine how the superseded data were derived.
 DF8755
 DF8755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP9179618767(NAD 83)
 DF8755
 DF8755_MARKER: DD = SURVEY DISK
 DF8755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8755_STAMPING: 3609 B 2002
 DF8755_MARK LOGO: MNDT  
 DF8755_PROJECTION: FLUSH
 DF8755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8755+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 DF8755_ROD/PIPE-DEPTH:  6.1 meters
 DF8755
 DF8755  HISTORY     - Date     Condition        Report By
 DF8755  HISTORY     - 20020319 MONUMENTED       MNDT
 DF8755  HISTORY     - 20100407 GOOD             MNDT
 DF8755  HISTORY     - 20100407 GOOD             MNDT
 DF8755
 DF8755                          STATION DESCRIPTION
 DF8755
 DF8755'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8755'THE MARK IS 2.5 MI (4.0 KM) NORTH OF SILVERDALE, 2.5 MI (4.0 KM) NORTH
 DF8755'ALONG TH 65 FROM JCT OF TH 65 AND CO RD 74 AND CO RD 151 IN
 DF8755'SILVERDALE, AT TH 65 MP 228.75, 76.1 FT (23.2 M) EAST OF TH 65, 7 FT
 DF8755'(2.1 M) NORTH OF ENT, 29.9 FT (9.1 M) SE OF P-POLE, 1.1 FT (0.3 M)
 DF8755'WEST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 20
 DF8755'FT.  (6.1 M)
 DF8755
 DF8755                          STATION RECOVERY (2010)
 DF8755
 DF8755'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8755'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8755'THE MARK IS 2.5 MILES NORTH OF SILVERDALE, AT TRUNK HIGHWAY 65
 DF8755'MILEPOINT 228.75, 2.5 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM JUNCTION
 DF8755'OF TRUNK HIGHWAY 65 AND COUNTY ROAD 74 AND COUNTY ROAD 151 IN
 DF8755'SILVERDALE, 76.1 FEET EAST OF TRUNK HIGHWAY 65, 7.0 FEET NORTH OF
 DF8755'ENTRANCE, 29.9 FEET SOUTHEAST OF POWER POLE, 11.0 FEET WEST OF WITNESS
 DF8755'POST.
 DF8755
 DF8755                          STATION RECOVERY (2010)
 DF8755
 DF8755'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8756 ***********************************************************************
 DF8756  DESIGNATION -  3609 C
 DF8756  PID         -  DF8756
 DF8756  STATE/COUNTY-  MN/KOOCHICHING
 DF8756  COUNTRY     -  US
 DF8756  USGS QUAD   -  NETT LAKE (1981)
 DF8756
 DF8756                         *CURRENT SURVEY CONTROL
 DF8756  ______________________________________________________________________
 DF8756* NAD 83(2007) POSITION- 48 00 44.64338(N) 093 06 37.49496(W)   ADJUSTED  
 DF8756* NAD 83(2007) ELLIP HT-   370.111 (meters)        (03/17/11)   ADJUSTED
 DF8756* NAD 83(2007) EPOCH   -  2002.00
 DF8756* NAVD 88 ORTHO HEIGHT -   400.478  (meters)    1313.90  (feet) ADJUSTED  
 DF8756  ______________________________________________________________________
 DF8756  NAD 83(2007) X  -   -231,959.674 (meters)                     COMP
 DF8756  NAD 83(2007) Y  - -4,268,642.857 (meters)                     COMP
 DF8756  NAD 83(2007) Z  -  4,718,073.960 (meters)                     COMP
 DF8756  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC09
 DF8756  GEOID HEIGHT    -        -30.36  (meters)                     GEOID09
 DF8756  DYNAMIC HEIGHT  -        400.540 (meters)     1314.11  (feet) COMP
 DF8756  MODELED GRAVITY -    980,754.4   (mgal)                       NAVD 88
 DF8756
 DF8756  HORZ ORDER      -  FIRST
 DF8756  VERT ORDER      -  SECOND    CLASS I
 DF8756  ELLP ORDER      -  FOURTH    CLASS I
 DF8756
 DF8756.The horizontal coordinates were established by GPS observations
 DF8756.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DF8756
 DF8756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8756.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8756
 DF8756.The horizontal coordinates are valid at the epoch date displayed above
 DF8756.which is a decimal equivalence of Year/Month/Day.
 DF8756
 DF8756.The orthometric height was determined by differential leveling and
 DF8756.adjusted in April 2004.
 DF8756
 DF8756.Photographs are available for this station.
 DF8756
 DF8756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8756
 DF8756.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8756
 DF8756.The ellipsoidal height was determined by GPS observations
 DF8756.and is referenced to NAD 83.
 DF8756
 DF8756.The dynamic height is computed by dividing the NAVD 88
 DF8756.geopotential number by the normal gravity value computed on the
 DF8756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8756.degrees latitude (g = 980.6199 gals.).
 DF8756
 DF8756.The modeled gravity was interpolated from observed gravity values.
 DF8756
 DF8756. The following values were computed from the NAD 83(2007) position.
 DF8756
 DF8756;                    North         East     Units Scale Factor Converg.
 DF8756;SPC MN N     -   268,139.492   799,223.015   MT  0.99990758   -0 00 27.8
 DF8756;SPC MN N     -   879,720.98  2,622,117.51   sFT  0.99990758   -0 00 27.8
 DF8756;UTM  15      - 5,317,684.436   491,765.492   MT  0.99960083   -0 04 55.5
 DF8756
 DF8756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8756!SPC MN N     -   0.99994200  x   0.99990758  =   0.99984958
 DF8756!UTM  15      -   0.99994200  x   0.99960083  =   0.99954285
 DF8756
 DF8756:                Primary Azimuth Mark                     Grid Az
 DF8756:SPC MN N     -  BARN                                     000 20 19.7
 DF8756:UTM  15      -  BARN                                     000 24 47.4
 DF8756
 DF8756|---------------------------------------------------------------------|
 DF8756| PID    Reference Object                     Distance      Geod. Az  |
 DF8756|                                                           dddmmss.s |
 DF8756| DM6843 BARN                                469.981 METERS 0001951.9 |
 DF8756| DF8755 3609 B                              APPROX. 1.1 KM 0013224.0 |
 DF8756|---------------------------------------------------------------------|
 DF8756
 DF8756                          SUPERSEDED SURVEY CONTROL
 DF8756
 DF8756  NAVD 88 (03/17/11)  400.46   (m)         1313.8    (f) LEVELING    3  
 DF8756
 DF8756.Superseded values are not recommended for survey control.
 DF8756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8756.See file dsdata.txt to determine how the superseded data were derived.
 DF8756
 DF8756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP9176517684(NAD 83)
 DF8756
 DF8756_MARKER: DD = SURVEY DISK
 DF8756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8756_STAMPING: 3609 C 2002
 DF8756_MARK LOGO: MNDT  
 DF8756_PROJECTION: FLUSH
 DF8756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8756+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2010
 DF8756_ROD/PIPE-DEPTH:  4.6 meters
 DF8756
 DF8756  HISTORY     - Date     Condition        Report By
 DF8756  HISTORY     - 20020319 MONUMENTED       MNDT
 DF8756  HISTORY     - 20100407 GOOD             MNDT
 DF8756  HISTORY     - 20100407 GOOD             MNDT
 DF8756
 DF8756                          STATION DESCRIPTION
 DF8756
 DF8756'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8756'THE MARK IS 1.8 MI (2.9 KM) NORTH OF SILVERDALE, 1.80 MI (2.90 KM)
 DF8756'NORTH ALONG TH 65 FROM JCT OF TH 65 AND CO RD 74 AND CO RD 151 IN
 DF8756'SILVERDALE, AT TH 65 MP 228.05, 38.4 FT (11.7 M) WEST OF TH 65, 153.3
 DF8756'FT (46.7 M) NORTH OF P-POLE, 141.4 FT (43.1 M) SOUTH OF P-POLE, 194.2
 DF8756'FT (59.2 M) NNW OF MILEPOST 228, 1.4 FT (0.4 M) NORTH OF WIT POST,
 DF8756'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 15 FT.
 DF8756
 DF8756                          STATION RECOVERY (2010)
 DF8756
 DF8756'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8756'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8756'THE MARK IS 1.8 MILES NORTH OF SILVERDALE, AT TRUNK HIGHWAY 65
 DF8756'MILEPOINT 228.05, 1.8 MILES NORTH ALONG TRUNK HIGHWAY 65 FROM JUNCTION
 DF8756'OF TRUNK HIGHWAY 65 AND COUNTY ROAD 74 AND COUNTY ROAD 151 IN
 DF8756'SILVERDALE, 38.4 FEET WEST OF TRUNK HIGHWAY 65, 153.3 FEET NORTH OF
 DF8756'POWER POLE, 141.4 FEET SOUTH OF POWER POLE, 194.2 FEET NORTH-NORTHWEST
 DF8756'OF MILEPOST 228, 1.4 FEET NORTH OF WITNESS POST.
 DF8756
 DF8756                          STATION RECOVERY (2010)
 DF8756
 DF8756'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8757 ***********************************************************************
 DF8757  DESIGNATION -  3609 D
 DF8757  PID         -  DF8757
 DF8757  STATE/COUNTY-  MN/KOOCHICHING
 DF8757  COUNTRY     -  US
 DF8757  USGS QUAD   -  SILVERDALE (1970)
 DF8757
 DF8757                         *CURRENT SURVEY CONTROL
 DF8757  ______________________________________________________________________
 DF8757* NAD 83(2007) POSITION- 47 59 10.37278(N) 093 07 11.17905(W)   ADJUSTED  
 DF8757* NAD 83(2007) ELLIP HT-   378.382 (meters)        (03/17/11)   ADJUSTED
 DF8757* NAD 83(2007) EPOCH   -  2002.00
 DF8757* NAVD 88 ORTHO HEIGHT -   408.684  (meters)    1340.82  (feet) ADJUSTED  
 DF8757  ______________________________________________________________________
 DF8757  NAD 83(2007) X  -   -232,774.829 (meters)                     COMP
 DF8757  NAD 83(2007) Y  - -4,270,771.128 (meters)                     COMP
 DF8757  NAD 83(2007) Z  -  4,716,131.685 (meters)                     COMP
 DF8757  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC09
 DF8757  GEOID HEIGHT    -        -30.30  (meters)                     GEOID09
 DF8757  DYNAMIC HEIGHT  -        408.748 (meters)     1341.03  (feet) COMP
 DF8757  MODELED GRAVITY -    980,756.2   (mgal)                       NAVD 88
 DF8757
 DF8757  HORZ ORDER      -  FIRST
 DF8757  VERT ORDER      -  SECOND    CLASS I
 DF8757  ELLP ORDER      -  FOURTH    CLASS I
 DF8757
 DF8757.The horizontal coordinates were established by GPS observations
 DF8757.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DF8757
 DF8757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8757.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8757
 DF8757.The horizontal coordinates are valid at the epoch date displayed above
 DF8757.which is a decimal equivalence of Year/Month/Day.
 DF8757
 DF8757.The orthometric height was determined by differential leveling and
 DF8757.adjusted in April 2004.
 DF8757
 DF8757.Photographs are available for this station.
 DF8757
 DF8757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8757
 DF8757.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8757
 DF8757.The ellipsoidal height was determined by GPS observations
 DF8757.and is referenced to NAD 83.
 DF8757
 DF8757.The dynamic height is computed by dividing the NAVD 88
 DF8757.geopotential number by the normal gravity value computed on the
 DF8757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8757.degrees latitude (g = 980.6199 gals.).
 DF8757
 DF8757.The modeled gravity was interpolated from observed gravity values.
 DF8757
 DF8757. The following values were computed from the NAD 83(2007) position.
 DF8757
 DF8757;                    North         East     Units Scale Factor Converg.
 DF8757;SPC MN N     -   265,228.239   798,524.256   MT  0.99990627   -0 00 52.8
 DF8757;SPC MN N     -   870,169.65  2,619,825.00   sFT  0.99990627   -0 00 52.8
 DF8757;UTM  15      - 5,314,774.983   491,063.171   MT  0.99960098   -0 05 20.4
 DF8757
 DF8757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8757!SPC MN N     -   0.99994070  x   0.99990627  =   0.99984697
 DF8757!UTM  15      -   0.99994070  x   0.99960098  =   0.99954170
 DF8757
 DF8757                          SUPERSEDED SURVEY CONTROL
 DF8757
 DF8757  NAVD 88 (03/17/11)  408.68   (m)         1340.8    (f) LEVELING    3  
 DF8757
 DF8757.Superseded values are not recommended for survey control.
 DF8757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8757.See file dsdata.txt to determine how the superseded data were derived.
 DF8757
 DF8757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP9106314774(NAD 83)
 DF8757
 DF8757_MARKER: DD = SURVEY DISK
 DF8757_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DF8757_SP_SET: ROCK
 DF8757_STAMPING: 3609 D 2002
 DF8757_MARK LOGO: MNDT  
 DF8757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8757+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2012
 DF8757
 DF8757  HISTORY     - Date     Condition        Report By
 DF8757  HISTORY     - 20020319 MONUMENTED       MNDT
 DF8757  HISTORY     - 20100406 GOOD             MNDT
 DF8757  HISTORY     - 20100406 GOOD             MNDT
 DF8757  HISTORY     - 20120427 GOOD             WOOLPT
 DF8757
 DF8757                          STATION DESCRIPTION
 DF8757
 DF8757'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8757'THE MARK IS 0.50 MI (0.80 KM) WEST OF SILVERDALE, 0.50 MI (0.80 KM)
 DF8757'WEST ALONG TH 65 FROM JCT OF TH 65 AND CO RD 74 AND CO RD 151 IN
 DF8757'SILVERDALE, AT TH 65 MP 228.75, MARK IS LOCATED ABOUT 120 FT (36.6 M)
 DF8757'NORTH OF TH 65 IN A 100 FT (30.5 M) BY 400 FT (121.9 M) ROCK OUTCROP,
 DF8757'2.5 FT (0.8 M) SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR
 DF8757'GPS.
 DF8757
 DF8757                          STATION RECOVERY (2010)
 DF8757
 DF8757'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8757'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8757'THE MARK IS 0.5 MILE WEST OF SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT
 DF8757'225.75, 0.5 MILE WEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK
 DF8757'HIGHWAY 65 AND COUNTY ROAD 74 AND COUNTY ROAD 151 IN SILVERDALE, 120
 DF8757'FEET NORTH OF TRUNK HIGHWAY 65 IN A 100 FOOT BY 400 FOOT ROCK OUTCROP,
 DF8757'2.5 FEET SOUTH OF WITNESS POST.
 DF8757
 DF8757                          STATION RECOVERY (2010)
 DF8757
 DF8757'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8757'A NEW DESCRIPTION FOLLOWS.
 DF8757' 
 DF8757'THE STATION IS LOCATED 0.5 MI (0.8 KM) WEST OF SILVERDALE, AT TRUNK
 DF8757'HIGHWAY 65 MILE POINT 225.75.
 DF8757' 
 DF8757'TO REACH THE MARK GO 0.5 MI (0.8 KM) WEST ALONG TRUNK HIGHWAY 65  FROM
 DF8757'THE JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 74 AND COUNTY ROAD
 DF8757'151 IN SILVERDALE.
 DF8757' 
 DF8757'IT IS 120 FT (36.6 M) NORTH OF TRUNK HIGHWAY 65 IN A 100 FT (30.5 M)
 DF8757'BY 400 FT (121.9 M) ROCK OUTCROP, 2.5 FT (0.8 M) SOUTH OF A WITNESS
 DF8757'POST.
 DF8757
 DF8757                          STATION RECOVERY (2012)
 DF8757
 DF8757'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2012
 DF8757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8758 ***********************************************************************
 DF8758  DESIGNATION -  3609 E
 DF8758  PID         -  DF8758
 DF8758  STATE/COUNTY-  MN/KOOCHICHING
 DF8758  COUNTRY     -  US
 DF8758  USGS QUAD   -  RAUCH (1970)
 DF8758
 DF8758                         *CURRENT SURVEY CONTROL
 DF8758  ______________________________________________________________________
 DF8758* NAD 83(2007) POSITION- 47 59 12.21108(N) 093 08 31.21053(W)   ADJUSTED  
 DF8758* NAD 83(2007) ELLIP HT-   366.208 (meters)        (03/17/11)   ADJUSTED
 DF8758* NAD 83(2007) EPOCH   -  2002.00
 DF8758* NAVD 88 ORTHO HEIGHT -   396.469  (meters)    1300.75  (feet) ADJUSTED  
 DF8758  ______________________________________________________________________
 DF8758  NAD 83(2007) X  -   -234,429.127 (meters)                     COMP
 DF8758  NAD 83(2007) Y  - -4,270,630.229 (meters)                     COMP
 DF8758  NAD 83(2007) Z  -  4,716,160.644 (meters)                     COMP
 DF8758  LAPLACE CORR    -         -5.68  (seconds)                    DEFLEC09
 DF8758  GEOID HEIGHT    -        -30.26  (meters)                     GEOID09
 DF8758  DYNAMIC HEIGHT  -        396.531 (meters)     1300.95  (feet) COMP
 DF8758  MODELED GRAVITY -    980,757.4   (mgal)                       NAVD 88
 DF8758
 DF8758  HORZ ORDER      -  FIRST
 DF8758  VERT ORDER      -  SECOND    CLASS I
 DF8758  ELLP ORDER      -  FOURTH    CLASS I
 DF8758
 DF8758.The horizontal coordinates were established by GPS observations
 DF8758.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DF8758
 DF8758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8758.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8758
 DF8758.The horizontal coordinates are valid at the epoch date displayed above
 DF8758.which is a decimal equivalence of Year/Month/Day.
 DF8758
 DF8758.The orthometric height was determined by differential leveling and
 DF8758.adjusted in April 2004.
 DF8758
 DF8758.Photographs are available for this station.
 DF8758
 DF8758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8758
 DF8758.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8758
 DF8758.The ellipsoidal height was determined by GPS observations
 DF8758.and is referenced to NAD 83.
 DF8758
 DF8758.The dynamic height is computed by dividing the NAVD 88
 DF8758.geopotential number by the normal gravity value computed on the
 DF8758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8758.degrees latitude (g = 980.6199 gals.).
 DF8758
 DF8758.The modeled gravity was interpolated from observed gravity values.
 DF8758
 DF8758. The following values were computed from the NAD 83(2007) position.
 DF8758
 DF8758;                    North         East     Units Scale Factor Converg.
 DF8758;SPC MN N     -   265,285.675   796,865.007   MT  0.99990630   -0 01 52.1
 DF8758;SPC MN N     -   870,358.09  2,614,381.28   sFT  0.99990630   -0 01 52.1
 DF8758;UTM  15      - 5,314,834.554   489,404.504   MT  0.99960138   -0 06 19.8
 DF8758
 DF8758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8758!SPC MN N     -   0.99994261  x   0.99990630  =   0.99984891
 DF8758!UTM  15      -   0.99994261  x   0.99960138  =   0.99954401
 DF8758
 DF8758:                Primary Azimuth Mark                     Grid Az
 DF8758:SPC MN N     -  3609 F                                   183 31 18.3
 DF8758:UTM  15      -  3609 F                                   183 35 46.0
 DF8758
 DF8758|---------------------------------------------------------------------|
 DF8758| PID    Reference Object                     Distance      Geod. Az  |
 DF8758|                                                           dddmmss.s |
 DF8758| DF8759 3609 F                              APPROX. 1.0 KM 1832926.2 |
 DF8758|---------------------------------------------------------------------|
 DF8758
 DF8758                          SUPERSEDED SURVEY CONTROL
 DF8758
 DF8758  NAVD 88 (03/17/11)  396.47   (m)         1300.8    (f) LEVELING    3  
 DF8758
 DF8758.Superseded values are not recommended for survey control.
 DF8758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8758.See file dsdata.txt to determine how the superseded data were derived.
 DF8758
 DF8758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP8940414834(NAD 83)
 DF8758
 DF8758_MARKER: DD = SURVEY DISK
 DF8758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8758_STAMPING: 3609 E 2002
 DF8758_MARK LOGO: MNDT  
 DF8758_PROJECTION: RECESSED 3 CENTIMETERS
 DF8758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8758+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DF8758_ROD/PIPE-DEPTH:  4.6 meters
 DF8758
 DF8758  HISTORY     - Date     Condition        Report By
 DF8758  HISTORY     - 20020319 MONUMENTED       MNDT
 DF8758  HISTORY     - 20100406 GOOD             MNDT
 DF8758  HISTORY     - 20100406 GOOD             MNDT
 DF8758
 DF8758                          STATION DESCRIPTION
 DF8758
 DF8758'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8758'THE MARK IS 1.50 MI (2.41 KM) WEST OF SILVERDALE, 1.55 MI (2.49 KM)
 DF8758'WEST ALONG TH 65 FROM JCT OF TH 65 AND CO RD 74 IN SILVERDALE, AT TH
 DF8758'65 MP 224.7, THENCE 150 FT (45.7 M) WEST ON CO RD 19, 53.6 FT (16.3 M)
 DF8758'NORTH OF CO RD 19, 119.8 FT (36.5 M) NW OF TEL CABLE PEDESTAL, 154.7
 DF8758'FT (47.2 M) EAST OF P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT POST, RECESSED
 DF8758'1 INCH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH 15 FT.
 DF8758
 DF8758                          STATION RECOVERY (2010)
 DF8758
 DF8758'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8758'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8758'THE MARK IS 1.5 MILES WEST OF SILVERDALE, 1.55 MILES WEST ALONG TRUNK
 DF8758'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 74 IN
 DF8758'SILVERDALE TO TRUNK HIGHWAY 65 MILEPOINT 224.85, THEN 0.2 MILE WEST
 DF8758'ALONG COUNTY ROAD 19, 53.6 FEET NORTH OF COUNTY ROAD 19, 119.8 FEET
 DF8758'NORTHWEST OF TELEPHONE CABLE PEDESTAL NUMBER A 40, 154.7 FEET EAST OF
 DF8758'POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
 DF8758
 DF8758                          STATION RECOVERY (2010)
 DF8758
 DF8758'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8759 ***********************************************************************
 DF8759  DESIGNATION -  3609 F
 DF8759  PID         -  DF8759
 DF8759  STATE/COUNTY-  MN/KOOCHICHING
 DF8759  COUNTRY     -  US
 DF8759  USGS QUAD   -  RAUCH (1970)
 DF8759
 DF8759                         *CURRENT SURVEY CONTROL
 DF8759  ______________________________________________________________________
 DF8759* NAD 83(2007) POSITION- 47 58 38.98041(N) 093 08 34.22942(W)   ADJUSTED  
 DF8759* NAD 83(2007) ELLIP HT-   345.186 (meters)        (03/17/11)   ADJUSTED
 DF8759* NAD 83(2007) EPOCH   -  2002.00
 DF8759* NAVD 88 ORTHO HEIGHT -   375.427  (meters)    1231.71  (feet) ADJUSTED  
 DF8759  ______________________________________________________________________
 DF8759  NAD 83(2007) X  -   -234,532.669 (meters)                     COMP
 DF8759  NAD 83(2007) Y  - -4,271,374.167 (meters)                     COMP
 DF8759  NAD 83(2007) Z  -  4,715,457.977 (meters)                     COMP
 DF8759  LAPLACE CORR    -         -5.90  (seconds)                    DEFLEC09
 DF8759  GEOID HEIGHT    -        -30.24  (meters)                     GEOID09
 DF8759  DYNAMIC HEIGHT  -        375.486 (meters)     1231.91  (feet) COMP
 DF8759  MODELED GRAVITY -    980,757.7   (mgal)                       NAVD 88
 DF8759
 DF8759  HORZ ORDER      -  FIRST
 DF8759  VERT ORDER      -  SECOND    CLASS I
 DF8759  ELLP ORDER      -  FOURTH    CLASS I
 DF8759
 DF8759.The horizontal coordinates were established by GPS observations
 DF8759.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DF8759
 DF8759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8759.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8759
 DF8759.The horizontal coordinates are valid at the epoch date displayed above
 DF8759.which is a decimal equivalence of Year/Month/Day.
 DF8759
 DF8759.The orthometric height was determined by differential leveling and
 DF8759.adjusted in April 2004.
 DF8759
 DF8759.Photographs are available for this station.
 DF8759
 DF8759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8759
 DF8759.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8759
 DF8759.The ellipsoidal height was determined by GPS observations
 DF8759.and is referenced to NAD 83.
 DF8759
 DF8759.The dynamic height is computed by dividing the NAVD 88
 DF8759.geopotential number by the normal gravity value computed on the
 DF8759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8759.degrees latitude (g = 980.6199 gals.).
 DF8759
 DF8759.The modeled gravity was interpolated from observed gravity values.
 DF8759
 DF8759. The following values were computed from the NAD 83(2007) position.
 DF8759
 DF8759;                    North         East     Units Scale Factor Converg.
 DF8759;SPC MN N     -   264,259.440   796,801.848   MT  0.99990588   -0 01 54.3
 DF8759;SPC MN N     -   866,991.18  2,614,174.06   sFT  0.99990588   -0 01 54.3
 DF8759;UTM  15      - 5,313,808.714   489,340.034   MT  0.99960140   -0 06 22.0
 DF8759
 DF8759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8759!SPC MN N     -   0.99994590  x   0.99990588  =   0.99985179
 DF8759!UTM  15      -   0.99994590  x   0.99960140  =   0.99954732
 DF8759
 DF8759:                Primary Azimuth Mark                     Grid Az
 DF8759:SPC MN N     -  3609 E                                   003 31 18.3
 DF8759:UTM  15      -  3609 E                                   003 35 46.0
 DF8759
 DF8759|---------------------------------------------------------------------|
 DF8759| PID    Reference Object                     Distance      Geod. Az  |
 DF8759|                                                           dddmmss.s |
 DF8759| DF8758 3609 E                              APPROX. 1.0 KM 0032924.0 |
 DF8759|---------------------------------------------------------------------|
 DF8759
 DF8759                          SUPERSEDED SURVEY CONTROL
 DF8759
 DF8759  NAVD 88 (03/17/11)  375.43   (m)         1231.7    (f) LEVELING    3  
 DF8759
 DF8759.Superseded values are not recommended for survey control.
 DF8759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8759.See file dsdata.txt to determine how the superseded data were derived.
 DF8759
 DF8759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP8934013808(NAD 83)
 DF8759
 DF8759_MARKER: DD = SURVEY DISK
 DF8759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8759_STAMPING: 3609 F 2002
 DF8759_MARK LOGO: MNDT  
 DF8759_PROJECTION: RECESSED 3 CENTIMETERS
 DF8759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8759+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DF8759_ROD/PIPE-DEPTH:  4.6 meters
 DF8759
 DF8759  HISTORY     - Date     Condition        Report By
 DF8759  HISTORY     - 20020319 MONUMENTED       MNDT
 DF8759  HISTORY     - 20100406 GOOD             MNDT
 DF8759  HISTORY     - 20100406 GOOD             MNDT
 DF8759
 DF8759                          STATION DESCRIPTION
 DF8759
 DF8759'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8759'THE MARK IS 1.4 MI (2.3 KM) NORTH OF RAUCH, 2.17 MI (3.49 KM) WEST AND
 DF8759'SOUTH ALONG TH 65 FROM JCT OF TH 65 AND CO RD 74 IN SILVERDALE, AT TH
 DF8759'65 MP 224.05, 73.1 FT (22.3 M) WNW OF TH 65, 73 FT (22.3 M) NNE OF
 DF8759'DRIVEWAY, 44.6 FT (13.6 M) NNE OF TEL CABLE PEDESTAL, 1.6 FT (0.5 M)
 DF8759'WNW OF FENCELINE, ABOUT 500 FT (152.4 M) NORTH OF LITTLE FORK RIVER
 DF8759'BRDG, 1.0 FT (0.3 M) WNW OF WIT POST, RECESSED 1 INCH, MAGNETIC AND
 DF8759'SUITABLE FOR GPS.  ROD DEPTH 15 FT.
 DF8759
 DF8759                          STATION RECOVERY (2010)
 DF8759
 DF8759'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8759'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8759'THE MARK IS 1.4 MILES NORTH OF RAUCH, 2.0 MILES WEST AND SOUTH ALONG
 DF8759'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND COUNTY ROAD 74
 DF8759'IN SILVERDALE TO TRUNK HIGHWAY 65 MILEPOINT 224.15, THEN 0.05 MILE
 DF8759'EAST ALONG GRAVEL ROAD (OPPOSITE DRIVEWAY NUMBER 10705), 291 FEET
 DF8759'EAST-SOUTHEAST OF TRUNK HIGHWAY 65, 73.0 FEET NORTH-NORTHEAST OF
 DF8759'GRAVEL ROAD, 44.6 FEET NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL
 DF8759'NUMBER A5-3, 1.6 FEET WEST-NORTHWEST OF FENCE LINE, ABOUT 200 FEET
 DF8759'NORTHEAST OF LITTLE FORK RIVER BRIDGE, 1.0 FOOT WEST-NORTHWEST OF
 DF8759'WITNESS POST.
 DF8759
 DF8759                          STATION RECOVERY (2010)
 DF8759
 DF8759'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8760 ***********************************************************************
 DF8760  DESIGNATION -  3609 G
 DF8760  PID         -  DF8760
 DF8760  STATE/COUNTY-  MN/KOOCHICHING
 DF8760  COUNTRY     -  US
 DF8760  USGS QUAD   -  RAUCH (1970)
 DF8760
 DF8760                         *CURRENT SURVEY CONTROL
 DF8760  ______________________________________________________________________
 DF8760* NAD 83(1986) POSITION- 47 57 50.43   (N) 093 08 44.37   (W)   HD_HELD1  
 DF8760* NAVD 88 ORTHO HEIGHT -   391.326  (meters)    1283.88  (feet) ADJUSTED  
 DF8760  ______________________________________________________________________
 DF8760  GEOID HEIGHT    -        -30.20  (meters)                     GEOID09
 DF8760  DYNAMIC HEIGHT  -        391.388 (meters)     1284.08  (feet) COMP
 DF8760  MODELED GRAVITY -    980,758.2   (mgal)                       NAVD 88
 DF8760
 DF8760  VERT ORDER      -  SECOND    CLASS I
 DF8760
 DF8760.The horizontal coordinates were established by differentially corrected
 DF8760.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DF8760.
 DF8760.The orthometric height was determined by differential leveling and
 DF8760.adjusted in April 2004.
 DF8760
 DF8760.Photographs are available for this station.
 DF8760
 DF8760.The dynamic height is computed by dividing the NAVD 88
 DF8760.geopotential number by the normal gravity value computed on the
 DF8760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8760.degrees latitude (g = 980.6199 gals.).
 DF8760
 DF8760.The modeled gravity was interpolated from observed gravity values.
 DF8760
 DF8760;                    North         East    Units  Estimated Accuracy
 DF8760;SPC MN N     -   262,760.2     796,590.7     MT  (+/- 3 meters HH1 GPS) 
 DF8760
 DF8760                          SUPERSEDED SURVEY CONTROL
 DF8760
 DF8760.No superseded survey control is available for this station.
 DF8760
 DF8760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP8912612310(NAD 83)
 DF8760
 DF8760_MARKER: DD = SURVEY DISK
 DF8760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8760_STAMPING: 3609 G 2002
 DF8760_MARK LOGO: MNDT  
 DF8760_PROJECTION: FLUSH
 DF8760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8760+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2010
 DF8760_ROD/PIPE-DEPTH:  6.1 meters
 DF8760
 DF8760  HISTORY     - Date     Condition        Report By
 DF8760  HISTORY     - 2002     MONUMENTED       MNDT
 DF8760  HISTORY     - 20100406 GOOD             MNDT
 DF8760
 DF8760                          STATION DESCRIPTION
 DF8760
 DF8760'DESCRIBED BY MN DEPT OF TRANSP 2002
 DF8760'THE MARK IS 0.5 MI (0.8 KM) NORTH OF RAUCH, 0.50 MI (0.80 KM) NORTH
 DF8760'ALONG TH 65 FROM JCT OF TH 65 AND CO RD 75 IN RAUCH, AT TH 65 MP
 DF8760'223.1, 43.2 FT (13.2 M) WEST OF TH 65, 94.0 FT (28.7 M) WNW OF P-POLE,
 DF8760'5.2 FT (1.6 M) EAST OF NORTH-SOUTH FENCELINE, ABOUT 250 FT (76.2 M)
 DF8760'SOUTH OF ENT, 1.0 FT (0.3 M) EAST OF WIT POST, FLUSH, MAGNETIC AND
 DF8760'SUITABLE FOR GPS.  ROD DEPTH 20 FT.
 DF8760
 DF8760                          STATION RECOVERY (2010)
 DF8760
 DF8760'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6829 ***********************************************************************
 DM6829  DESIGNATION -  3609 H
 DM6829  PID         -  DM6829
 DM6829  STATE/COUNTY-  MN/KOOCHICHING
 DM6829  COUNTRY     -  US
 DM6829  USGS QUAD   -  LITTLEFORK (1970)
 DM6829
 DM6829                         *CURRENT SURVEY CONTROL
 DM6829  ______________________________________________________________________
 DM6829* NAD 83(2007) POSITION- 48 23 13.38107(N) 093 33 29.01695(W)   ADJUSTED  
 DM6829* NAD 83(2007) ELLIP HT-   319.014 (meters)        (03/17/11)   ADJUSTED
 DM6829* NAD 83(2007) EPOCH   -  2002.00
 DM6829* NAVD 88 ORTHO HEIGHT -   349.10   (meters)    1145.3   (feet) LEVELING  
 DM6829  ______________________________________________________________________
 DM6829  GEOID HEIGHT    -        -30.07  (meters)                     GEOID09
 DM6829  NAD 83(2007) X  -   -263,373.126 (meters)                     COMP
 DM6829  NAD 83(2007) Y  - -4,235,669.039 (meters)                     COMP
 DM6829  NAD 83(2007) Z  -  4,745,804.437 (meters)                     COMP
 DM6829  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC09
 DM6829  HORZ ORDER      -  FIRST
 DM6829  VERT ORDER      -  THIRD ?
 DM6829  ELLP ORDER      -  FOURTH    CLASS I
 DM6829
 DM6829.The horizontal coordinates were established by GPS observations
 DM6829.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6829
 DM6829.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6829.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6829
 DM6829.The horizontal coordinates are valid at the epoch date displayed above
 DM6829.which is a decimal equivalence of Year/Month/Day.
 DM6829
 DM6829.The orthometric height was determined by differential leveling.
 DM6829.The vertical network tie was performed by a horz. field party for horz.
 DM6829.obs reductions. Reset procedures were used to establish the elevation.
 DM6829
 DM6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6829
 DM6829.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6829
 DM6829.The ellipsoidal height was determined by GPS observations
 DM6829.and is referenced to NAD 83.
 DM6829
 DM6829. The following values were computed from the NAD 83(2007) position.
 DM6829
 DM6829;                    North         East     Units Scale Factor Converg.
 DM6829;SPC MN N     -   309,895.660   766,075.484   MT  0.99994919   -0 20 22.3
 DM6829;SPC MN N     - 1,016,716.01  2,513,365.98   sFT  0.99994919   -0 20 22.3
 DM6829;UTM  15      - 5,359,471.150   458,683.626   MT  0.99962097   -0 25 02.1
 DM6829
 DM6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6829!SPC MN N     -   0.99995001  x   0.99994919  =   0.99989920
 DM6829!UTM  15      -   0.99995001  x   0.99962097  =   0.99957099
 DM6829
 DM6829                          SUPERSEDED SURVEY CONTROL
 DM6829
 DM6829.No superseded survey control is available for this station.
 DM6829
 DM6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5868359471(NAD 83)
 DM6829
 DM6829_MARKER: I = METAL ROD
 DM6829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6829_STAMPING: 3609 H 2010
 DM6829_MARK LOGO: MNDT  
 DM6829_PROJECTION: RECESSED 3 CENTIMETERS
 DM6829_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6829+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6829_ROD/PIPE-DEPTH:  6.1 meters
 DM6829
 DM6829  HISTORY     - Date     Condition        Report By
 DM6829  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6829  HISTORY     - 20100526 GOOD             MNDT
 DM6829
 DM6829                          STATION DESCRIPTION
 DM6829
 DM6829'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6829'THE MARK IS 0.5 MILE SOUTH OF LITTLE FORK, 0.55 MILE SOUTH ALONG TRUNK
 DM6829'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 217 IN
 DM6829'LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT 269.50, 43.7 FEET EAST OF
 DM6829'TRUNK HIGHWAY 65, 12.4 FEET NORTH OF ENTRANCE, 2.0 FEET SOUTH OF
 DM6829'WITNESS POST.
 DM6829
 DM6829                          STATION RECOVERY (2010)
 DM6829
 DM6829'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6829'RECOVERED AS DESCRIBED.
 DM6829' 
 DM6829'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6829'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6829'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6829'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6830 ***********************************************************************
 DM6830  DESIGNATION -  3609 J
 DM6830  PID         -  DM6830
 DM6830  STATE/COUNTY-  MN/KOOCHICHING
 DM6830  COUNTRY     -  US
 DM6830  USGS QUAD   -  LITTLEFORK SE (1970)
 DM6830
 DM6830                         *CURRENT SURVEY CONTROL
 DM6830  ______________________________________________________________________
 DM6830* NAD 83(2007) POSITION- 48 21 35.32678(N) 093 32 58.25336(W)   ADJUSTED  
 DM6830* NAD 83(2007) ELLIP HT-   320.497 (meters)        (03/17/11)   ADJUSTED
 DM6830* NAD 83(2007) EPOCH   -  2002.00
 DM6830* NAVD 88 ORTHO HEIGHT -   350.51   (meters)    1150.0   (feet) LEVELING  
 DM6830  ______________________________________________________________________
 DM6830  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DM6830  NAD 83(2007) X  -   -262,881.621 (meters)                     COMP
 DM6830  NAD 83(2007) Y  - -4,237,968.967 (meters)                     COMP
 DM6830  NAD 83(2007) Z  -  4,743,793.546 (meters)                     COMP
 DM6830  LAPLACE CORR    -         -5.53  (seconds)                    DEFLEC09
 DM6830  HORZ ORDER      -  FIRST
 DM6830  VERT ORDER      -  THIRD ?
 DM6830  ELLP ORDER      -  FOURTH    CLASS I
 DM6830
 DM6830.The horizontal coordinates were established by GPS observations
 DM6830.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6830
 DM6830.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6830.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6830
 DM6830.The horizontal coordinates are valid at the epoch date displayed above
 DM6830.which is a decimal equivalence of Year/Month/Day.
 DM6830
 DM6830.The orthometric height was determined by differential leveling.
 DM6830.The vertical network tie was performed by a horz. field party for horz.
 DM6830.obs reductions. Reset procedures were used to establish the elevation.
 DM6830
 DM6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6830
 DM6830.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6830
 DM6830.The ellipsoidal height was determined by GPS observations
 DM6830.and is referenced to NAD 83.
 DM6830
 DM6830. The following values were computed from the NAD 83(2007) position.
 DM6830
 DM6830;                    North         East     Units Scale Factor Converg.
 DM6830;SPC MN N     -   306,863.434   766,690.751   MT  0.99994471   -0 19 59.5
 DM6830;SPC MN N     - 1,006,767.78  2,515,384.57   sFT  0.99994471   -0 19 59.5
 DM6830;UTM  15      - 5,356,439.083   459,294.587   MT  0.99962036   -0 24 38.4
 DM6830
 DM6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6830!SPC MN N     -   0.99994977  x   0.99994471  =   0.99989449
 DM6830!UTM  15      -   0.99994977  x   0.99962036  =   0.99957015
 DM6830
 DM6830:                Primary Azimuth Mark                     Grid Az
 DM6830:SPC MN N     -  3609 K                                   180 27 32.1
 DM6830:UTM  15      -  3609 K                                   180 32 11.0
 DM6830
 DM6830|---------------------------------------------------------------------|
 DM6830| PID    Reference Object                     Distance      Geod. Az  |
 DM6830|                                                           dddmmss.s |
 DM6830| DM6831 3609 K                              APPROX. 1.6 KM 1800732.6 |
 DM6830|---------------------------------------------------------------------|
 DM6830
 DM6830                          SUPERSEDED SURVEY CONTROL
 DM6830
 DM6830.No superseded survey control is available for this station.
 DM6830
 DM6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5929456439(NAD 83)
 DM6830
 DM6830_MARKER: I = METAL ROD
 DM6830_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6830_STAMPING: 3609 J 2010
 DM6830_MARK LOGO: MNDT  
 DM6830_PROJECTION: RECESSED 5 CENTIMETERS
 DM6830_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6830+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6830_ROD/PIPE-DEPTH:  4.6 meters
 DM6830
 DM6830  HISTORY     - Date     Condition        Report By
 DM6830  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6830  HISTORY     - 20100526 GOOD             MNDT
 DM6830
 DM6830                          STATION DESCRIPTION
 DM6830
 DM6830'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6830'THE MARK IS 2.45 MILES SOUTH OF LITTLE FORK, 2.55 MILES SOUTH ALONG
 DM6830'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DM6830'217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT 267.45, 35.2 FEET
 DM6830'WEST OF TRUNK HIGHWAY 65, 6.3 FEET NORTH OF ENTRANCE, 1.5 SOUTH OF
 DM6830'WITNESS POST.
 DM6830
 DM6830                          STATION RECOVERY (2010)
 DM6830
 DM6830'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6830'RECOVERED AS DESCRIBED.
 DM6830' 
 DM6830'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6830'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6830'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6830'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6831 ***********************************************************************
 DM6831  DESIGNATION -  3609 K
 DM6831  PID         -  DM6831
 DM6831  STATE/COUNTY-  MN/KOOCHICHING
 DM6831  COUNTRY     -  US
 DM6831  USGS QUAD   -  LITTLEFORK SE (1970)
 DM6831
 DM6831                         *CURRENT SURVEY CONTROL
 DM6831  ______________________________________________________________________
 DM6831* NAD 83(2007) POSITION- 48 20 43.20989(N) 093 32 58.42492(W)   ADJUSTED  
 DM6831* NAD 83(2007) ELLIP HT-   323.739 (meters)        (03/17/11)   ADJUSTED
 DM6831* NAD 83(2007) EPOCH   -  2002.00
 DM6831* NAVD 88 ORTHO HEIGHT -   353.73   (meters)    1160.5   (feet) LEVELING  
 DM6831  ______________________________________________________________________
 DM6831  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 DM6831  NAD 83(2007) X  -   -262,959.758 (meters)                     COMP
 DM6831  NAD 83(2007) Y  - -4,239,171.566 (meters)                     COMP
 DM6831  NAD 83(2007) Z  -  4,742,726.136 (meters)                     COMP
 DM6831  LAPLACE CORR    -         -5.54  (seconds)                    DEFLEC09
 DM6831  HORZ ORDER      -  FIRST
 DM6831  VERT ORDER      -  THIRD ?
 DM6831  ELLP ORDER      -  FOURTH    CLASS I
 DM6831
 DM6831.The horizontal coordinates were established by GPS observations
 DM6831.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6831
 DM6831.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6831.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6831
 DM6831.The horizontal coordinates are valid at the epoch date displayed above
 DM6831.which is a decimal equivalence of Year/Month/Day.
 DM6831
 DM6831.The orthometric height was determined by differential leveling.
 DM6831.The vertical network tie was performed by a horz. field party for horz.
 DM6831.obs reductions. Reset procedures were used to establish the elevation.
 DM6831
 DM6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6831
 DM6831.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6831
 DM6831.The ellipsoidal height was determined by GPS observations
 DM6831.and is referenced to NAD 83.
 DM6831
 DM6831. The following values were computed from the NAD 83(2007) position.
 DM6831
 DM6831;                    North         East     Units Scale Factor Converg.
 DM6831;SPC MN N     -   305,253.781   766,677.858   MT  0.99994243   -0 19 59.6
 DM6831;SPC MN N     - 1,001,486.78  2,515,342.27   sFT  0.99994243   -0 19 59.6
 DM6831;UTM  15      - 5,354,829.969   459,279.523   MT  0.99962037   -0 24 38.2
 DM6831
 DM6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6831!SPC MN N     -   0.99994926  x   0.99994243  =   0.99989170
 DM6831!UTM  15      -   0.99994926  x   0.99962037  =   0.99956965
 DM6831
 DM6831:                Primary Azimuth Mark                     Grid Az
 DM6831:SPC MN N     -  3609 J                                   000 27 32.1
 DM6831:UTM  15      -  3609 J                                   000 32 10.7
 DM6831
 DM6831|---------------------------------------------------------------------|
 DM6831| PID    Reference Object                     Distance      Geod. Az  |
 DM6831|                                                           dddmmss.s |
 DM6831| DM6830 3609 J                              APPROX. 1.6 KM 0000732.5 |
 DM6831|---------------------------------------------------------------------|
 DM6831
 DM6831                          SUPERSEDED SURVEY CONTROL
 DM6831
 DM6831.No superseded survey control is available for this station.
 DM6831
 DM6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5927954829(NAD 83)
 DM6831
 DM6831_MARKER: I = METAL ROD
 DM6831_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6831_STAMPING: 3609 K 2010
 DM6831_MARK LOGO: MNDT  
 DM6831_PROJECTION: RECESSED 3 CENTIMETERS
 DM6831_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6831+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6831_ROD/PIPE-DEPTH:  6.1 meters
 DM6831
 DM6831  HISTORY     - Date     Condition        Report By
 DM6831  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6831  HISTORY     - 20100526 GOOD             MNDT
 DM6831
 DM6831                          STATION DESCRIPTION
 DM6831
 DM6831'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6831'THE MARK IS 3.4 MILES SOUTH OF LITTLE FORK, 3.55 MILES SOUTH ALONG
 DM6831'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DM6831'217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT 266.45, 39.6 FEET
 DM6831'WEST OF TRUNK HIGHWAY 65, 9.4 FEET SOUTH OF ENTRANCE, 46.3 FEET
 DM6831'SOUTH-SOUTHEAST OF POWER POLE, 1.2 FEET NORTH OF WITNESS POST.
 DM6831
 DM6831                          STATION RECOVERY (2010)
 DM6831
 DM6831'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6831'RECOVERED AS DESCRIBED.
 DM6831' 
 DM6831'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6831'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6831'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6831'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6832 ***********************************************************************
 DM6832  DESIGNATION -  3609 L
 DM6832  PID         -  DM6832
 DM6832  STATE/COUNTY-  MN/KOOCHICHING
 DM6832  COUNTRY     -  US
 DM6832  USGS QUAD   -  LITTLEFORK SE (1970)
 DM6832
 DM6832                         *CURRENT SURVEY CONTROL
 DM6832  ______________________________________________________________________
 DM6832* NAD 83(2007) POSITION- 48 19 15.84646(N) 093 33 04.00842(W)   ADJUSTED  
 DM6832* NAD 83(2007) ELLIP HT-   322.780 (meters)        (03/17/11)   ADJUSTED
 DM6832* NAD 83(2007) EPOCH   -  2002.00
 DM6832* NAVD 88 ORTHO HEIGHT -   352.72   (meters)    1157.2   (feet) LEVELING  
 DM6832  ______________________________________________________________________
 DM6832  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 DM6832  NAD 83(2007) X  -   -263,199.335 (meters)                     COMP
 DM6832  NAD 83(2007) Y  - -4,241,175.870 (meters)                     COMP
 DM6832  NAD 83(2007) Z  -  4,740,931.384 (meters)                     COMP
 DM6832  LAPLACE CORR    -         -5.49  (seconds)                    DEFLEC09
 DM6832  HORZ ORDER      -  FIRST
 DM6832  VERT ORDER      -  THIRD ?
 DM6832  ELLP ORDER      -  FOURTH    CLASS I
 DM6832
 DM6832.The horizontal coordinates were established by GPS observations
 DM6832.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6832
 DM6832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6832.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6832
 DM6832.The horizontal coordinates are valid at the epoch date displayed above
 DM6832.which is a decimal equivalence of Year/Month/Day.
 DM6832
 DM6832.The orthometric height was determined by differential leveling.
 DM6832.The vertical network tie was performed by a horz. field party for horz.
 DM6832.obs reductions. Reset procedures were used to establish the elevation.
 DM6832
 DM6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6832
 DM6832.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6832
 DM6832.The ellipsoidal height was determined by GPS observations
 DM6832.and is referenced to NAD 83.
 DM6832
 DM6832. The following values were computed from the NAD 83(2007) position.
 DM6832
 DM6832;                    North         East     Units Scale Factor Converg.
 DM6832;SPC MN N     -   302,556.176   766,547.152   MT  0.99993874   -0 20 03.7
 DM6832;SPC MN N     -   992,636.39  2,514,913.45   sFT  0.99993874   -0 20 03.7
 DM6832;UTM  15      - 5,352,133.406   459,145.220   MT  0.99962051   -0 24 41.8
 DM6832
 DM6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6832!SPC MN N     -   0.99994941  x   0.99993874  =   0.99988816
 DM6832!UTM  15      -   0.99994941  x   0.99962051  =   0.99956994
 DM6832
 DM6832:                Primary Azimuth Mark                     Grid Az
 DM6832:SPC MN N     -  3609 M                                   181 53 58.4
 DM6832:UTM  15      -  3609 M                                   181 58 36.5
 DM6832
 DM6832|---------------------------------------------------------------------|
 DM6832| PID    Reference Object                     Distance      Geod. Az  |
 DM6832|                                                           dddmmss.s |
 DM6832| DM6833 3609 M                              APPROX. 1.6 KM 1813354.7 |
 DM6832|---------------------------------------------------------------------|
 DM6832
 DM6832                          SUPERSEDED SURVEY CONTROL
 DM6832
 DM6832.No superseded survey control is available for this station.
 DM6832
 DM6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5914552133(NAD 83)
 DM6832
 DM6832_MARKER: I = METAL ROD
 DM6832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6832_STAMPING: 3609 L 2010
 DM6832_MARK LOGO: MNDT  
 DM6832_PROJECTION: RECESSED 3 CENTIMETERS
 DM6832_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6832+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6832_ROD/PIPE-DEPTH:  4.6 meters
 DM6832
 DM6832  HISTORY     - Date     Condition        Report By
 DM6832  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6832  HISTORY     - 20100526 GOOD             MNDT
 DM6832
 DM6832                          STATION DESCRIPTION
 DM6832
 DM6832'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6832'THE MARK IS 5.0 MILES SOUTH OF LITTLE FORK, 5.25 MILES SOUTH ALONG
 DM6832'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DM6832'217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT 264.75, 44.1 FEET
 DM6832'EAST OF TRUNK HIGHWAY 65, 11.0 FEET NORTH OF FIELD ENTRANCE, 3.4 SOUTH
 DM6832'OF WITNESS POST.
 DM6832
 DM6832                          STATION RECOVERY (2010)
 DM6832
 DM6832'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6832'RECOVERED AS DESCRIBED.
 DM6832' 
 DM6832'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6832'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6832'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6832'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6833 ***********************************************************************
 DM6833  DESIGNATION -  3609 M
 DM6833  PID         -  DM6833
 DM6833  STATE/COUNTY-  MN/KOOCHICHING
 DM6833  COUNTRY     -  US
 DM6833  USGS QUAD   -  LITTLEFORK SE (1970)
 DM6833
 DM6833                         *CURRENT SURVEY CONTROL
 DM6833  ______________________________________________________________________
 DM6833* NAD 83(2007) POSITION- 48 18 25.01103(N) 093 33 06.09057(W)   ADJUSTED  
 DM6833* NAD 83(2007) ELLIP HT-   324.504 (meters)        (03/17/11)   ADJUSTED
 DM6833* NAD 83(2007) EPOCH   -  2002.00
 DM6833* NAVD 88 ORTHO HEIGHT -   354.42   (meters)    1162.8   (feet) LEVELING  
 DM6833  ______________________________________________________________________
 DM6833  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 DM6833  NAD 83(2007) X  -   -263,314.866 (meters)                     COMP
 DM6833  NAD 83(2007) Y  - -4,242,344.791 (meters)                     COMP
 DM6833  NAD 83(2007) Z  -  4,739,888.361 (meters)                     COMP
 DM6833  LAPLACE CORR    -         -5.50  (seconds)                    DEFLEC09
 DM6833  HORZ ORDER      -  FIRST
 DM6833  VERT ORDER      -  THIRD ?
 DM6833  ELLP ORDER      -  FOURTH    CLASS I
 DM6833
 DM6833.The horizontal coordinates were established by GPS observations
 DM6833.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6833
 DM6833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6833.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6833
 DM6833.The horizontal coordinates are valid at the epoch date displayed above
 DM6833.which is a decimal equivalence of Year/Month/Day.
 DM6833
 DM6833.The orthometric height was determined by differential leveling.
 DM6833.The vertical network tie was performed by a horz. field party for horz.
 DM6833.obs reductions. Reset procedures were used to establish the elevation.
 DM6833
 DM6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6833
 DM6833.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6833
 DM6833.The ellipsoidal height was determined by GPS observations
 DM6833.and is referenced to NAD 83.
 DM6833
 DM6833. The following values were computed from the NAD 83(2007) position.
 DM6833
 DM6833;                    North         East     Units Scale Factor Converg.
 DM6833;SPC MN N     -   300,986.351   766,495.088   MT  0.99993668   -0 20 05.3
 DM6833;SPC MN N     -   987,486.05  2,514,742.63   sFT  0.99993668   -0 20 05.3
 DM6833;UTM  15      - 5,350,564.151   459,091.058   MT  0.99962056   -0 24 43.1
 DM6833
 DM6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6833!SPC MN N     -   0.99994914  x   0.99993668  =   0.99988583
 DM6833!UTM  15      -   0.99994914  x   0.99962056  =   0.99956972
 DM6833
 DM6833:                Primary Azimuth Mark                     Grid Az
 DM6833:SPC MN N     -  3609 L                                   001 53 58.4
 DM6833:UTM  15      -  3609 L                                   001 58 36.2
 DM6833
 DM6833|---------------------------------------------------------------------|
 DM6833| PID    Reference Object                     Distance      Geod. Az  |
 DM6833|                                                           dddmmss.s |
 DM6833| DM6832 3609 L                              APPROX. 1.6 KM 0013353.1 |
 DM6833|---------------------------------------------------------------------|
 DM6833
 DM6833                          SUPERSEDED SURVEY CONTROL
 DM6833
 DM6833.No superseded survey control is available for this station.
 DM6833
 DM6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5909150564(NAD 83)
 DM6833
 DM6833_MARKER: I = METAL ROD
 DM6833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6833_STAMPING: 3609 M 2010
 DM6833_MARK LOGO: MNDT  
 DM6833_PROJECTION: RECESSED 3 CENTIMETERS
 DM6833_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6833+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6833_ROD/PIPE-DEPTH:  4.6 meters
 DM6833
 DM6833  HISTORY     - Date     Condition        Report By
 DM6833  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6833  HISTORY     - 20100526 GOOD             MNDT
 DM6833
 DM6833                          STATION DESCRIPTION
 DM6833
 DM6833'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6833'THE MARK IS 6.0 MILES SOUTH OF LITTLE FORK, 6.25 MILES SOUTH ALONG
 DM6833'TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY
 DM6833'217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT 263.80, 70.0 FEET
 DM6833'WEST OF TRUNK HIGHWAY 65, 17.1 FEET SOUTH OF DRIVEWAY NUMBER 6217, 5.0
 DM6833'FEET EAST OF RIGHT OF WAY POST, 5.0 FEET EAST OF WITNESS POST.
 DM6833
 DM6833                          STATION RECOVERY (2010)
 DM6833
 DM6833'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6833'RECOVERED AS DESCRIBED.
 DM6833' 
 DM6833'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6833'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6833'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6833'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6834 ***********************************************************************
 DM6834  DESIGNATION -  3609 N
 DM6834  PID         -  DM6834
 DM6834  STATE/COUNTY-  MN/KOOCHICHING
 DM6834  COUNTRY     -  US
 DM6834  USGS QUAD   -  LITTLEFORK SE (1970)
 DM6834
 DM6834                         *CURRENT SURVEY CONTROL
 DM6834  ______________________________________________________________________
 DM6834* NAD 83(2007) POSITION- 48 15 04.14726(N) 093 31 30.74085(W)   ADJUSTED  
 DM6834* NAD 83(2007) ELLIP HT-   335.588 (meters)        (03/17/11)   ADJUSTED
 DM6834* NAD 83(2007) EPOCH   -  2002.00
 DM6834* NAVD 88 ORTHO HEIGHT -   365.49   (meters)    1199.1   (feet) LEVELING  
 DM6834  ______________________________________________________________________
 DM6834  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 DM6834  NAD 83(2007) X  -   -261,638.941 (meters)                     COMP
 DM6834  NAD 83(2007) Y  - -4,247,095.699 (meters)                     COMP
 DM6834  NAD 83(2007) Z  -  4,735,767.490 (meters)                     COMP
 DM6834  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC09
 DM6834  HORZ ORDER      -  FIRST
 DM6834  VERT ORDER      -  THIRD ?
 DM6834  ELLP ORDER      -  FOURTH    CLASS I
 DM6834
 DM6834.The horizontal coordinates were established by GPS observations
 DM6834.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6834
 DM6834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6834.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6834
 DM6834.The horizontal coordinates are valid at the epoch date displayed above
 DM6834.which is a decimal equivalence of Year/Month/Day.
 DM6834
 DM6834.The orthometric height was determined by differential leveling.
 DM6834.The vertical network tie was performed by a horz. field party for horz.
 DM6834.obs reductions. Reset procedures were used to establish the elevation.
 DM6834
 DM6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6834
 DM6834.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6834
 DM6834.The ellipsoidal height was determined by GPS observations
 DM6834.and is referenced to NAD 83.
 DM6834
 DM6834. The following values were computed from the NAD 83(2007) position.
 DM6834
 DM6834;                    North         East     Units Scale Factor Converg.
 DM6834;SPC MN N     -   294,771.497   768,425.583   MT  0.99992913   -0 18 54.6
 DM6834;SPC MN N     -   967,096.15  2,521,076.27   sFT  0.99992913   -0 18 54.6
 DM6834;UTM  15      - 5,344,348.658   461,012.606   MT  0.99961868   -0 23 30.6
 DM6834
 DM6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6834!SPC MN N     -   0.99994741  x   0.99992913  =   0.99987654
 DM6834!UTM  15      -   0.99994741  x   0.99961868  =   0.99956611
 DM6834
 DM6834:                Primary Azimuth Mark                     Grid Az
 DM6834:SPC MN N     -  3609 P                                   155 52 19.8
 DM6834:UTM  15      -  3609 P                                   155 56 55.8
 DM6834
 DM6834|---------------------------------------------------------------------|
 DM6834| PID    Reference Object                     Distance      Geod. Az  |
 DM6834|                                                           dddmmss.s |
 DM6834| DM6835 3609 P                              APPROX. 1.5 KM 1553325.2 |
 DM6834|---------------------------------------------------------------------|
 DM6834
 DM6834                          SUPERSEDED SURVEY CONTROL
 DM6834
 DM6834.No superseded survey control is available for this station.
 DM6834
 DM6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6101244348(NAD 83)
 DM6834
 DM6834_MARKER: DD = SURVEY DISK
 DM6834_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM6834_SP_SET: ROCK
 DM6834_STAMPING: 3609 N 2010
 DM6834_MARK LOGO: MNDT  
 DM6834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM6834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6834+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6834
 DM6834  HISTORY     - Date     Condition        Report By
 DM6834  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6834  HISTORY     - 20100526 GOOD             MNDT
 DM6834
 DM6834                          STATION DESCRIPTION
 DM6834
 DM6834'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6834'THE MARK IS 9.5 MILES SOUTHEAST OF LITTLE FORK, 10.5 MILES SOUTH AND
 DM6834'SOUTHEAST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6834'TRUNK HIGHWAY 217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT
 DM6834'259.55, 46.7 FEET SOUTHWEST OF TRUNK HIGHWAY 65, 17 FEET SOUTHEAST OF
 DM6834'ENTRANCE, 1.7 FEET NORTHWEST OF WITNESS POST.
 DM6834
 DM6834                          STATION RECOVERY (2010)
 DM6834
 DM6834'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6835 ***********************************************************************
 DM6835  DESIGNATION -  3609 P
 DM6835  PID         -  DM6835
 DM6835  STATE/COUNTY-  MN/KOOCHICHING
 DM6835  COUNTRY     -  US
 DM6835  USGS QUAD   -  JOHNSON LANDING NE (1970)
 DM6835
 DM6835                         *CURRENT SURVEY CONTROL
 DM6835  ______________________________________________________________________
 DM6835* NAD 83(2007) POSITION- 48 14 18.84959(N) 093 30 59.92084(W)   ADJUSTED  
 DM6835* NAD 83(2007) ELLIP HT-   336.927 (meters)        (03/17/11)   ADJUSTED
 DM6835* NAD 83(2007) EPOCH   -  2002.00
 DM6835* NAVD 88 ORTHO HEIGHT -   366.83   (meters)    1203.5   (feet) LEVELING  
 DM6835  ______________________________________________________________________
 DM6835  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 DM6835  NAD 83(2007) X  -   -261,068.418 (meters)                     COMP
 DM6835  NAD 83(2007) Y  - -4,248,177.475 (meters)                     COMP
 DM6835  NAD 83(2007) Z  -  4,734,836.690 (meters)                     COMP
 DM6835  LAPLACE CORR    -         -5.69  (seconds)                    DEFLEC09
 DM6835  HORZ ORDER      -  FIRST
 DM6835  VERT ORDER      -  THIRD ?
 DM6835  ELLP ORDER      -  FOURTH    CLASS I
 DM6835
 DM6835.The horizontal coordinates were established by GPS observations
 DM6835.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6835
 DM6835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6835.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6835
 DM6835.The horizontal coordinates are valid at the epoch date displayed above
 DM6835.which is a decimal equivalence of Year/Month/Day.
 DM6835
 DM6835.The orthometric height was determined by differential leveling.
 DM6835.The vertical network tie was performed by a horz. field party for horz.
 DM6835.obs reductions. Reset procedures were used to establish the elevation.
 DM6835
 DM6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6835
 DM6835.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6835
 DM6835.The ellipsoidal height was determined by GPS observations
 DM6835.and is referenced to NAD 83.
 DM6835
 DM6835. The following values were computed from the NAD 83(2007) position.
 DM6835
 DM6835;                    North         East     Units Scale Factor Converg.
 DM6835;SPC MN N     -   293,369.023   769,053.757   MT  0.99992756   -0 18 31.8
 DM6835;SPC MN N     -   962,494.87  2,523,137.20   sFT  0.99992756   -0 18 31.8
 DM6835;UTM  15      - 5,342,945.781   461,638.709   MT  0.99961808   -0 23 07.4
 DM6835
 DM6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6835!SPC MN N     -   0.99994720  x   0.99992756  =   0.99987476
 DM6835!UTM  15      -   0.99994720  x   0.99961808  =   0.99956530
 DM6835
 DM6835:                Primary Azimuth Mark                     Grid Az
 DM6835:SPC MN N     -  3609 N                                   335 52 20.0
 DM6835:UTM  15      -  3609 N                                   335 56 55.6
 DM6835
 DM6835|---------------------------------------------------------------------|
 DM6835| PID    Reference Object                     Distance      Geod. Az  |
 DM6835|                                                           dddmmss.s |
 DM6835| DM6834 3609 N                              APPROX. 1.5 KM 3353348.2 |
 DM6835|---------------------------------------------------------------------|
 DM6835
 DM6835                          SUPERSEDED SURVEY CONTROL
 DM6835
 DM6835.No superseded survey control is available for this station.
 DM6835
 DM6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6163842945(NAD 83)
 DM6835
 DM6835_MARKER: I = METAL ROD
 DM6835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6835_STAMPING: 3609 P 2010
 DM6835_MARK LOGO: MNDT  
 DM6835_PROJECTION: RECESSED 8 CENTIMETERS
 DM6835_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6835+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6835_ROD/PIPE-DEPTH:  4.6 meters
 DM6835
 DM6835  HISTORY     - Date     Condition        Report By
 DM6835  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6835  HISTORY     - 20100526 GOOD             MNDT
 DM6835
 DM6835                          STATION DESCRIPTION
 DM6835
 DM6835'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6835'THE MARK IS 10.5 MILES SOUTHEAST OF LITTLE FORK, 11.45 MILES SOUTH AND
 DM6835'SOUTHEAST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6835'TRUNK HIGHWAY 217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT
 DM6835'258.55, 18.2 FEET NORTHEAST OF TRUNK HIGHWAY 65, 2.9 FEET SOUTHWEST OF
 DM6835'WITNESS POST.
 DM6835
 DM6835                          STATION RECOVERY (2010)
 DM6835
 DM6835'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6835'RECOVERED AS DESCRIBED.
 DM6835' 
 DM6835'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6835'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6835'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6835'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6836 ***********************************************************************
 DM6836  DESIGNATION -  3609 S
 DM6836  PID         -  DM6836
 DM6836  STATE/COUNTY-  MN/KOOCHICHING
 DM6836  COUNTRY     -  US
 DM6836  USGS QUAD   -  NETT LAKE RIVER WEST (1970)
 DM6836
 DM6836                         *CURRENT SURVEY CONTROL
 DM6836  ______________________________________________________________________
 DM6836* NAD 83(2007) POSITION- 48 11 57.71606(N) 093 28 52.28207(W)   ADJUSTED  
 DM6836* NAD 83(2007) ELLIP HT-   335.325 (meters)        (03/17/11)   ADJUSTED
 DM6836* NAD 83(2007) EPOCH   -  2002.00
 DM6836* NAVD 88 ORTHO HEIGHT -   365.29   (meters)    1198.5   (feet) LEVELING  
 DM6836  ______________________________________________________________________
 DM6836  GEOID HEIGHT    -        -29.96  (meters)                     GEOID09
 DM6836  NAD 83(2007) X  -   -258,636.882 (meters)                     COMP
 DM6836  NAD 83(2007) Y  - -4,251,581.995 (meters)                     COMP
 DM6836  NAD 83(2007) Z  -  4,731,930.839 (meters)                     COMP
 DM6836  LAPLACE CORR    -         -5.72  (seconds)                    DEFLEC09
 DM6836  HORZ ORDER      -  FIRST
 DM6836  VERT ORDER      -  THIRD ?
 DM6836  ELLP ORDER      -  FOURTH    CLASS I
 DM6836
 DM6836.The horizontal coordinates were established by GPS observations
 DM6836.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6836
 DM6836.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6836.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6836
 DM6836.The horizontal coordinates are valid at the epoch date displayed above
 DM6836.which is a decimal equivalence of Year/Month/Day.
 DM6836
 DM6836.The orthometric height was determined by differential leveling.
 DM6836.The vertical network tie was performed by a horz. field party for horz.
 DM6836.obs reductions. Reset procedures were used to establish the elevation.
 DM6836
 DM6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6836
 DM6836.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6836
 DM6836.The ellipsoidal height was determined by GPS observations
 DM6836.and is referenced to NAD 83.
 DM6836
 DM6836. The following values were computed from the NAD 83(2007) position.
 DM6836
 DM6836;                    North         East     Units Scale Factor Converg.
 DM6836;SPC MN N     -   288,996.566   771,665.672   MT  0.99992298   -0 16 57.2
 DM6836;SPC MN N     -   948,149.57  2,531,706.46   sFT  0.99992298   -0 16 57.2
 DM6836;UTM  15      - 5,338,571.196   464,243.991   MT  0.99961571   -0 21 31.4
 DM6836
 DM6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6836!SPC MN N     -   0.99994745  x   0.99992298  =   0.99987043
 DM6836!UTM  15      -   0.99994745  x   0.99961571  =   0.99956318
 DM6836
 DM6836                          SUPERSEDED SURVEY CONTROL
 DM6836
 DM6836.No superseded survey control is available for this station.
 DM6836
 DM6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6424338571(NAD 83)
 DM6836
 DM6836_MARKER: I = METAL ROD
 DM6836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6836_STAMPING: 3609 S 2010
 DM6836_MARK LOGO: MNDT  
 DM6836_PROJECTION: RECESSED 10 CENTIMETERS
 DM6836_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6836+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6836_ROD/PIPE-DEPTH: 13.7 meters
 DM6836
 DM6836  HISTORY     - Date     Condition        Report By
 DM6836  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6836  HISTORY     - 20100526 GOOD             MNDT
 DM6836
 DM6836                          STATION DESCRIPTION
 DM6836
 DM6836'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6836'THE MARK IS 14.9 MILES SOUTHEAST OF LITTLE FORK, 14.75 MILES SOUTH AND
 DM6836'SOUTHEAST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6836'TRUNK HIGHWAY 217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT
 DM6836'255.25, 50.7 FEET NORTHEAST OF TRUNK HIGHWAY 65, 33.6 FEET SOUTHEAST
 DM6836'OF COUNTY ROAD 8 EAST, 5.2 FEET WEST OF WITNESS POST.
 DM6836
 DM6836                          STATION RECOVERY (2010)
 DM6836
 DM6836'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6836'RECOVERED AS DESCRIBED.
 DM6836' 
 DM6836'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6836'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6836'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6836'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6837 ***********************************************************************
 DM6837  DESIGNATION -  3609 T
 DM6837  PID         -  DM6837
 DM6837  STATE/COUNTY-  MN/KOOCHICHING
 DM6837  COUNTRY     -  US
 DM6837  USGS QUAD   -  NETT LAKE RIVER WEST (1970)
 DM6837
 DM6837                         *CURRENT SURVEY CONTROL
 DM6837  ______________________________________________________________________
 DM6837* NAD 83(2007) POSITION- 48 10 01.76501(N) 093 28 30.59162(W)   ADJUSTED  
 DM6837* NAD 83(2007) ELLIP HT-   338.335 (meters)        (03/17/11)   ADJUSTED
 DM6837* NAD 83(2007) EPOCH   -  2002.00
 DM6837* NAVD 88 ORTHO HEIGHT -   368.28   (meters)    1208.3   (feet) LEVELING  
 DM6837  ______________________________________________________________________
 DM6837  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 DM6837  NAD 83(2007) X  -   -258,351.715 (meters)                     COMP
 DM6837  NAD 83(2007) Y  - -4,254,275.557 (meters)                     COMP
 DM6837  NAD 83(2007) Z  -  4,729,545.056 (meters)                     COMP
 DM6837  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC09
 DM6837  HORZ ORDER      -  FIRST
 DM6837  VERT ORDER      -  THIRD ?
 DM6837  ELLP ORDER      -  FOURTH    CLASS I
 DM6837
 DM6837.The horizontal coordinates were established by GPS observations
 DM6837.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6837
 DM6837.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6837.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6837
 DM6837.The horizontal coordinates are valid at the epoch date displayed above
 DM6837.which is a decimal equivalence of Year/Month/Day.
 DM6837
 DM6837.The orthometric height was determined by differential leveling.
 DM6837.The vertical network tie was performed by a horz. field party for horz.
 DM6837.obs reductions. Reset procedures were used to establish the elevation.
 DM6837
 DM6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6837
 DM6837.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6837
 DM6837.The ellipsoidal height was determined by GPS observations
 DM6837.and is referenced to NAD 83.
 DM6837
 DM6837. The following values were computed from the NAD 83(2007) position.
 DM6837
 DM6837;                    North         East     Units Scale Factor Converg.
 DM6837;SPC MN N     -   285,413.297   772,096.143   MT  0.99991956   -0 16 41.1
 DM6837;SPC MN N     -   936,393.46  2,533,118.76   sFT  0.99991956   -0 16 41.1
 DM6837;UTM  15      - 5,334,988.454   464,669.575   MT  0.99961534   -0 21 14.6
 DM6837
 DM6837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6837!SPC MN N     -   0.99994698  x   0.99991956  =   0.99986654
 DM6837!UTM  15      -   0.99994698  x   0.99961534  =   0.99956234
 DM6837
 DM6837                          SUPERSEDED SURVEY CONTROL
 DM6837
 DM6837.No superseded survey control is available for this station.
 DM6837
 DM6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6466934988(NAD 83)
 DM6837
 DM6837_MARKER: I = METAL ROD
 DM6837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6837_STAMPING: 3609 T 2010
 DM6837_MARK LOGO: MNDT  
 DM6837_PROJECTION: RECESSED 3 CENTIMETERS
 DM6837_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6837+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6837_ROD/PIPE-DEPTH: 10.7 meters
 DM6837
 DM6837  HISTORY     - Date     Condition        Report By
 DM6837  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6837  HISTORY     - 20060526 GOOD             MNDT
 DM6837
 DM6837                          STATION DESCRIPTION
 DM6837
 DM6837'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6837'THE MARK IS 16.0 MILES SOUTHEAST OF LITTLE FORK, 17.1 MILES SOUTH AND
 DM6837'SOUTHEAST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6837'TRUNK HIGHWAY 217 IN LITTLE FORK, AT TRUNK HIGHWAY 65 MILEPOINT
 DM6837'252.95, 42.6 FEET SOUTHWEST OF TRUNK HIGHWAY 65, 18.7 FEET NORTH OF
 DM6837'ENTRANCE, 11.4 FEET SOUTHEAST OF EAST POST SUPPORTING ARROW SIGN, 1.1
 DM6837'FEET NORTHEAST OF WITNESS POST.
 DM6837
 DM6837                          STATION RECOVERY (2006)
 DM6837
 DM6837'RECOVERY NOTE BY MN DEPT OF TRANSP 2006
 DM6837'RECOVERED AS DESCRIBED.
 DM6837' 
 DM6837'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6837'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6837'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6837'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6838 ***********************************************************************
 DM6838  DESIGNATION -  3609 W
 DM6838  PID         -  DM6838
 DM6838  STATE/COUNTY-  MN/KOOCHICHING
 DM6838  COUNTRY     -  US
 DM6838  USGS QUAD   -  NETT LAKE RIVER WEST (1970)
 DM6838
 DM6838                         *CURRENT SURVEY CONTROL
 DM6838  ______________________________________________________________________
 DM6838* NAD 83(2007) POSITION- 48 08 51.01401(N) 093 23 24.24392(W)   ADJUSTED  
 DM6838* NAD 83(2007) ELLIP HT-   353.654 (meters)        (03/17/11)   ADJUSTED
 DM6838* NAD 83(2007) EPOCH   -  2002.00
 DM6838* NAVD 88 ORTHO HEIGHT -   383.74   (meters)    1259.0   (feet) LEVELING  
 DM6838  ______________________________________________________________________
 DM6838  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 DM6838  NAD 83(2007) X  -   -252,129.794 (meters)                     COMP
 DM6838  NAD 83(2007) Y  - -4,256,290.010 (meters)                     COMP
 DM6838  NAD 83(2007) Z  -  4,728,098.609 (meters)                     COMP
 DM6838  LAPLACE CORR    -         -5.46  (seconds)                    DEFLEC09
 DM6838  HORZ ORDER      -  FIRST
 DM6838  VERT ORDER      -  THIRD ?
 DM6838  ELLP ORDER      -  FOURTH    CLASS I
 DM6838
 DM6838.The horizontal coordinates were established by GPS observations
 DM6838.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6838
 DM6838.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6838.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6838
 DM6838.The horizontal coordinates are valid at the epoch date displayed above
 DM6838.which is a decimal equivalence of Year/Month/Day.
 DM6838
 DM6838.The orthometric height was determined by differential leveling.
 DM6838.The vertical network tie was performed by a horz. field party for horz.
 DM6838.obs reductions. Reset procedures were used to establish the elevation.
 DM6838
 DM6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6838
 DM6838.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6838
 DM6838.The ellipsoidal height was determined by GPS observations
 DM6838.and is referenced to NAD 83.
 DM6838
 DM6838. The following values were computed from the NAD 83(2007) position.
 DM6838
 DM6838;                    North         East     Units Scale Factor Converg.
 DM6838;SPC MN N     -   283,200.966   778,417.197   MT  0.99991764   -0 12 54.0
 DM6838;SPC MN N     -   929,135.17  2,553,857.09   sFT  0.99991764   -0 12 54.0
 DM6838;UTM  15      - 5,332,768.447   470,985.765   MT  0.99961034   -0 17 26.0
 DM6838
 DM6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6838!SPC MN N     -   0.99994458  x   0.99991764  =   0.99986222
 DM6838!UTM  15      -   0.99994458  x   0.99961034  =   0.99955494
 DM6838
 DM6838                          SUPERSEDED SURVEY CONTROL
 DM6838
 DM6838.No superseded survey control is available for this station.
 DM6838
 DM6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7098532768(NAD 83)
 DM6838
 DM6838_MARKER: I = METAL ROD
 DM6838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6838_STAMPING: 3609 W 2010
 DM6838_MARK LOGO: MNDT  
 DM6838_PROJECTION: RECESSED 5 CENTIMETERS
 DM6838_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6838+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DM6838_ROD/PIPE-DEPTH: 15.2 meters
 DM6838
 DM6838  HISTORY     - Date     Condition        Report By
 DM6838  HISTORY     - 20100526 MONUMENTED       MNDT
 DM6838  HISTORY     - 20100526 GOOD             MNDT
 DM6838
 DM6838                          STATION DESCRIPTION
 DM6838
 DM6838'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6838'THE MARK IS 17.1 MILES NORTHWEST OF SILVERDALE, 21.3 MILES NORTH AND
 DM6838'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6838'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 247.70,
 DM6838'111.3 FEET NORTH OF TRUNK HIGHWAY 65, 31.1 FEET WEST OF WOODED
 DM6838'ENTRANCE, 2.0 FEET EAST OF WITNESS POST.
 DM6838
 DM6838                          STATION RECOVERY (2010)
 DM6838
 DM6838'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6838'RECOVERED AS DESCRIBED.
 DM6838' 
 DM6838'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6838'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6838'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6838'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6839 ***********************************************************************
 DM6839  DESIGNATION -  3609 X
 DM6839  PID         -  DM6839
 DM6839  STATE/COUNTY-  MN/KOOCHICHING
 DM6839  COUNTRY     -  US
 DM6839  USGS QUAD   -  NETT LAKE RIVER EAST (1970)
 DM6839
 DM6839                         *CURRENT SURVEY CONTROL
 DM6839  ______________________________________________________________________
 DM6839* NAD 83(2007) POSITION- 48 08 14.97121(N) 093 21 28.39740(W)   ADJUSTED  
 DM6839* NAD 83(2007) ELLIP HT-   361.321 (meters)        (03/17/11)   ADJUSTED
 DM6839* NAD 83(2007) EPOCH   -  2002.00
 DM6839* NAVD 88 ORTHO HEIGHT -   391.45   (meters)    1284.3   (feet) LEVELING  
 DM6839  ______________________________________________________________________
 DM6839  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 DM6839  NAD 83(2007) X  -   -249,788.121 (meters)                     COMP
 DM6839  NAD 83(2007) Y  - -4,257,263.833 (meters)                     COMP
 DM6839  NAD 83(2007) Z  -  4,727,361.426 (meters)                     COMP
 DM6839  LAPLACE CORR    -         -5.07  (seconds)                    DEFLEC09
 DM6839  HORZ ORDER      -  FIRST
 DM6839  VERT ORDER      -  THIRD ?
 DM6839  ELLP ORDER      -  FOURTH    CLASS I
 DM6839
 DM6839.The horizontal coordinates were established by GPS observations
 DM6839.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6839
 DM6839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6839.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6839
 DM6839.The horizontal coordinates are valid at the epoch date displayed above
 DM6839.which is a decimal equivalence of Year/Month/Day.
 DM6839
 DM6839.The orthometric height was determined by differential leveling.
 DM6839.The vertical network tie was performed by a horz. field party for horz.
 DM6839.obs reductions. Reset procedures were used to establish the elevation.
 DM6839
 DM6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6839
 DM6839.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6839
 DM6839.The ellipsoidal height was determined by GPS observations
 DM6839.and is referenced to NAD 83.
 DM6839
 DM6839. The following values were computed from the NAD 83(2007) position.
 DM6839
 DM6839;                    North         East     Units Scale Factor Converg.
 DM6839;SPC MN N     -   282,079.325   780,807.831   MT  0.99991670   -0 11 28.1
 DM6839;SPC MN N     -   925,455.25  2,561,700.36   sFT  0.99991670   -0 11 28.1
 DM6839;UTM  15      - 5,331,644.004   473,374.185   MT  0.99960871   -0 15 59.5
 DM6839
 DM6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6839!SPC MN N     -   0.99994337  x   0.99991670  =   0.99986008
 DM6839!UTM  15      -   0.99994337  x   0.99960871  =   0.99955211
 DM6839
 DM6839                          SUPERSEDED SURVEY CONTROL
 DM6839
 DM6839.No superseded survey control is available for this station.
 DM6839
 DM6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7337431644(NAD 83)
 DM6839
 DM6839_MARKER: I = METAL ROD
 DM6839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6839_STAMPING: 3609 X 2010
 DM6839_MARK LOGO: MNDT  
 DM6839_PROJECTION: FLUSH
 DM6839_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6839+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6839_ROD/PIPE-DEPTH: 22.9 meters
 DM6839
 DM6839  HISTORY     - Date     Condition        Report By
 DM6839  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6839  HISTORY     - 20100525 GOOD             MNDT
 DM6839
 DM6839                          STATION DESCRIPTION
 DM6839
 DM6839'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6839'THE MARK IS 15.6 MILES NORTHWEST OF SILVERDALE, 19.65 MILES NORTH AND
 DM6839'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6839'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 246.10,
 DM6839'26.2 FEET NORTH OF TRUNK HIGHWAY 65, 1.7 FEET SOUTH OF WITNESS POST.
 DM6839
 DM6839                          STATION RECOVERY (2010)
 DM6839
 DM6839'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6839'RECOVERED AS DESCRIBED.
 DM6839' 
 DM6839'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6839'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6839'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6839'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM6840 ***********************************************************************
 DM6840  DESIGNATION -  3609 Y
 DM6840  PID         -  DM6840
 DM6840  STATE/COUNTY-  MN/KOOCHICHING
 DM6840  COUNTRY     -  US
 DM6840  USGS QUAD   -  NETT LAKE RIVER EAST (1970)
 DM6840
 DM6840                         *CURRENT SURVEY CONTROL
 DM6840  ______________________________________________________________________
 DM6840* NAD 83(2007) POSITION- 48 07 53.91011(N) 093 20 21.53729(W)   ADJUSTED  
 DM6840* NAD 83(2007) ELLIP HT-   367.159 (meters)        (03/17/11)   ADJUSTED
 DM6840* NAD 83(2007) EPOCH   -  2002.00
 DM6840* NAVD 88 ORTHO HEIGHT -   397.31   (meters)    1303.5   (feet) LEVELING  
 DM6840  ______________________________________________________________________
 DM6840  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 DM6840  NAD 83(2007) X  -   -248,436.576 (meters)                     COMP
 DM6840  NAD 83(2007) Y  - -4,257,832.118 (meters)                     COMP
 DM6840  NAD 83(2007) Z  -  4,726,931.608 (meters)                     COMP
 DM6840  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC09
 DM6840  HORZ ORDER      -  FIRST
 DM6840  VERT ORDER      -  THIRD ?
 DM6840  ELLP ORDER      -  FOURTH    CLASS I
 DM6840
 DM6840.The horizontal coordinates were established by GPS observations
 DM6840.and adjusted by the MN DEPT OF TRANSP in March 2011.
 DM6840
 DM6840.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM6840.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM6840
 DM6840.The horizontal coordinates are valid at the epoch date displayed above
 DM6840.which is a decimal equivalence of Year/Month/Day.
 DM6840
 DM6840.The orthometric height was determined by differential leveling.
 DM6840.The vertical network tie was performed by a horz. field party for horz.
 DM6840.obs reductions. Reset procedures were used to establish the elevation.
 DM6840
 DM6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM6840
 DM6840.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM6840
 DM6840.The ellipsoidal height was determined by GPS observations
 DM6840.and is referenced to NAD 83.
 DM6840
 DM6840. The following values were computed from the NAD 83(2007) position.
 DM6840
 DM6840;                    North         East     Units Scale Factor Converg.
 DM6840;SPC MN N     -   281,424.424   782,187.969   MT  0.99991617   -0 10 38.6
 DM6840;SPC MN N     -   923,306.63  2,566,228.36   sFT  0.99991617   -0 10 38.6
 DM6840;UTM  15      - 5,330,987.492   474,753.035   MT  0.99960783   -0 15 09.7
 DM6840
 DM6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM6840!SPC MN N     -   0.99994246  x   0.99991617  =   0.99985863
 DM6840!UTM  15      -   0.99994246  x   0.99960783  =   0.99955031
 DM6840
 DM6840                          SUPERSEDED SURVEY CONTROL
 DM6840
 DM6840.No superseded survey control is available for this station.
 DM6840
 DM6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7475330987(NAD 83)
 DM6840
 DM6840_MARKER: I = METAL ROD
 DM6840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM6840_STAMPING: 3609 Y 2010
 DM6840_MARK LOGO: MNDT  
 DM6840_PROJECTION: RECESSED 3 CENTIMETERS
 DM6840_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM6840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6840+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2010
 DM6840_ROD/PIPE-DEPTH: 22.9 meters
 DM6840
 DM6840  HISTORY     - Date     Condition        Report By
 DM6840  HISTORY     - 20100525 MONUMENTED       MNDT
 DM6840  HISTORY     - 20100525 GOOD             MNDT
 DM6840
 DM6840                          STATION DESCRIPTION
 DM6840
 DM6840'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM6840'THE MARK IS 14.6 MILES NORTHWEST OF SILVERDALE, 18.7 MILES NORTH AND
 DM6840'NORTHWEST ALONG TRUNK HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND
 DM6840'COUNTY ROAD 74 IN SILVERDALE, AT TRUNK HIGHWAY 65 MILEPOINT 245.10,
 DM6840'26.4 FEET SOUTHWEST OF TRUNK HIGHWAY 65, 32.8 NORTHWEST OF ENTRANCE,
 DM6840'1.8 FEET SOUTHEAST OF WITNESS POST.
 DM6840
 DM6840                          STATION RECOVERY (2010)
 DM6840
 DM6840'RECOVERY NOTE BY MN DEPT OF TRANSP 2010
 DM6840'RECOVERED AS DESCRIBED.
 DM6840' 
 DM6840'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM6840'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM6840'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM6840'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8806 ***********************************************************************
 DF8806  DESIGNATION -  3610 B RESET
 DF8806  PID         -  DF8806
 DF8806  STATE/COUNTY-  MN/KOOCHICHING
 DF8806  COUNTRY     -  US
 DF8806  USGS QUAD   -  NORTHOME SOUTH (1996)
 DF8806
 DF8806                         *CURRENT SURVEY CONTROL
 DF8806  ______________________________________________________________________
 DF8806* NAD 83(2007) POSITION- 47 51 23.57795(N) 094 20 30.32023(W)   ADJUSTED  
 DF8806* NAD 83(2007) ELLIP HT-   401.514 (meters)        (02/10/07)   ADJUSTED
 DF8806* NAD 83(2007) EPOCH   -  2002.00
 DF8806* NAVD 88 ORTHO HEIGHT -   429.9    (meters)    1410.    (feet) GPS OBS   
 DF8806  ______________________________________________________________________
 DF8806  NAD 83(2007) X  -   -324,611.787 (meters)                     COMP
 DF8806  NAD 83(2007) Y  - -4,275,521.994 (meters)                     COMP
 DF8806  NAD 83(2007) Z  -  4,706,486.502 (meters)                     COMP
 DF8806  LAPLACE CORR    -         -2.95  (seconds)                    DEFLEC09
 DF8806  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DF8806
 DF8806  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8806  Type                                         Horiz  Ellip  Dist(km)
 DF8806  -------------------------------------------------------------------
 DF8806  NETWORK                                       0.52   0.49
 DF8806  -------------------------------------------------------------------
 DF8806  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.59   0.35      4.29
 DF8806  -------------------------------------------------------------------
 DF8806  NOTE: Click here for information on individual local accuracy
 DF8806  values and other accuracy information.
 DF8806
 DF8806
 DF8806.The horizontal coordinates were established by GPS observations
 DF8806.and adjusted by the National Geodetic Survey in February 2007.
 DF8806
 DF8806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8806.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8806
 DF8806.The horizontal coordinates are valid at the epoch date displayed above
 DF8806.which is a decimal equivalence of Year/Month/Day.
 DF8806
 DF8806.The orthometric height was determined by GPS observations and a
 DF8806.high-resolution geoid model.
 DF8806
 DF8806.Photographs are available for this station.
 DF8806
 DF8806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8806
 DF8806.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8806
 DF8806.The ellipsoidal height was determined by GPS observations
 DF8806.and is referenced to NAD 83.
 DF8806
 DF8806. The following values were computed from the NAD 83(2007) position.
 DF8806
 DF8806;                    North         East     Units Scale Factor Converg.
 DF8806;SPC MN N     -   251,558.393   707,089.966   MT  0.99990288   -0 55 13.5
 DF8806;SPC MN N     -   825,321.16  2,319,844.33   sFT  0.99990288   -0 55 13.5
 DF8806;UTM  15      - 5,301,227.922   399,634.810   MT  0.99972378   -0 59 41.8
 DF8806
 DF8806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8806!SPC MN N     -   0.99993707  x   0.99990288  =   0.99983996
 DF8806!UTM  15      -   0.99993707  x   0.99972378  =   0.99966087
 DF8806
 DF8806                          SUPERSEDED SURVEY CONTROL
 DF8806
 DF8806  NAD 83(1996)-  47 51 23.57761(N)    094 20 30.31961(W) AD(       ) 1
 DF8806  ELLIP H (10/23/03)  401.522  (m)                       GP(       ) 4 1
 DF8806  NAVD 88 (10/23/03)  429.9    (m)  GEOID99 model used   GPS OBS        
 DF8806
 DF8806.Superseded values are not recommended for survey control.
 DF8806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8806.See file dsdata.txt to determine how the superseded data were derived.
 DF8806
 DF8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP9963401227(NAD 83)
 DF8806
 DF8806_MARKER: DV = VERTICAL CONTROL DISK
 DF8806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8806_STAMPING: 3610 B RESET 1986
 DF8806_MARK LOGO: MNDT  
 DF8806_PROJECTION: RECESSED 3 CENTIMETERS
 DF8806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8806+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2003
 DF8806_ROD/PIPE-DEPTH:  2.7 meters
 DF8806
 DF8806  HISTORY     - Date     Condition        Report By
 DF8806  HISTORY     - 1986     MONUMENTED       MNDT
 DF8806  HISTORY     - 20011018 GOOD             MNDT
 DF8806  HISTORY     - 20030527 GOOD             MNDT
 DF8806  HISTORY     - 20030908 GOOD             MNDT
 DF8806
 DF8806                          STATION DESCRIPTION
 DF8806
 DF8806'DESCRIBED BY MN DEPT OF TRANSP 2001 (DKH)
 DF8806'THE MARK WAS RECOVERED 3 MI (4.8 KM) SW OF NORTHOME, AT JCT OF TH 1
 DF8806'AND TH 71, 250 FT (76.2
 DF8806'M) NW OF TH 71, 165 FT (50.3 M) SE OF ENTRANCE, 97.5 FT (29.7 M) NE OF
 DF8806'TH 1, 2.5 FT (0.8 M) SW OF
 DF8806'FENCE, 1 FT (0.3 M) SW OF WITNESS POST, RECESSED 1 INCH, MAGNETIC, AND
 DF8806'SUITABLE FOR GPS.
 DF8806'ROD DEPTH IS UNKNOWN.
 DF8806' 
 DF8806'
 DF8806
 DF8806                          STATION RECOVERY (2003)
 DF8806
 DF8806'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DF8806'THE MARK WAS RECOVERED 3.0 MI (4.8 KM) SW OF NORTHOME, AT JCT OF TH 1
 DF8806'AND TH 71, 250 FT (76.2 M) NW OF TH 71, 165 FT (50.3 M) SE OF
 DF8806'ENTRANCE, 97.5 FT (29.7 M) NE OF TH 1, 2.5 FT (0.8 M) SW OF FENCE, 1
 DF8806'FT (0.3 M) SW OF WITNESS POST, RECESSED 1 INCH.  THE MARK IS A
 DF8806'VERTICAL CONTROL MARK DISK SET ON A 3/4 INCH DIAMETER DRIVEN ALUMINUM
 DF8806'ROD OF UNKNOWN LENGTH.
 DF8806
 DF8806                          STATION RECOVERY (2003)
 DF8806
 DF8806'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DF8806'3.0 MILES SOUTHWEST OF NORTHOME, AT JUNCTION OF TRUNK HIGHWAY 1 AND
 DF8806'TRUNK HIGHWAY 71, 250 FEET NORTHWEST OF TRUNK HIGHWAY 71, 165 FEET
 DF8806'SOUTHEAST OF ENTRANCE, 97.5 FEET NORTHEAST OF TRUNK HIGHWAY 1, 2.5
 DF8806'FEET SOUTHWEST OF FENCE, 1 FEET SOUTHWEST OF WITNESS POST. THE ROD
 DF8806'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0067 ***********************************************************************
 SK0067  DESIGNATION -  3610 D
 SK0067  PID         -  SK0067
 SK0067  STATE/COUNTY-  MN/KOOCHICHING
 SK0067  COUNTRY     -  US
 SK0067  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0067
 SK0067                         *CURRENT SURVEY CONTROL
 SK0067  ______________________________________________________________________
 SK0067* NAD 83(1996) POSITION- 47 51 36.18454(N) 094 19 40.03568(W)   NO CHECK  
 SK0067* NAVD 88 ORTHO HEIGHT -   418.830  (meters)    1374.11  (feet) ADJUSTED  
 SK0067  ______________________________________________________________________
 SK0067  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 SK0067  GEOID HEIGHT    -        -28.40  (meters)                     GEOID09
 SK0067  DYNAMIC HEIGHT  -        418.896 (meters)     1374.33  (feet) COMP
 SK0067  MODELED GRAVITY -    980,757.3   (mgal)                       NAVD 88
 SK0067
 SK0067  HORZ ORDER      -  THIRD
 SK0067  VERT ORDER      -  FIRST     CLASS II
 SK0067
 SK0067.The horizontal coordinates were established by classical geodetic methods
 SK0067.and adjusted by the National Geodetic Survey in March 1999.
 SK0067.
 SK0067.No horizontal observational check was made to the station.
 SK0067.
 SK0067.The orthometric height was determined by differential leveling and
 SK0067.adjusted in June 1991.
 SK0067
 SK0067.WARNING-Repeat measurements at this control monument indicate possible
 SK0067.vertical movement.
 SK0067
 SK0067.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0067
 SK0067.The dynamic height is computed by dividing the NAVD 88
 SK0067.geopotential number by the normal gravity value computed on the
 SK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0067.degrees latitude (g = 980.6199 gals.).
 SK0067
 SK0067.The modeled gravity was interpolated from observed gravity values.
 SK0067
 SK0067. The following values were computed from the NAD 83(1996) position.
 SK0067
 SK0067;                    North         East     Units Scale Factor Converg.
 SK0067;SPC MN N     -   251,930.971   708,141.163   MT  0.99990291   -0 54 36.2
 SK0067;SPC MN N     -   826,543.53  2,323,293.13   sFT  0.99990291   -0 54 36.2
 SK0067;UTM  15      - 5,301,599.065   400,686.301   MT  0.99972120   -0 59 04.7
 SK0067
 SK0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0067!SPC MN N     -   0.99993881  x   0.99990291  =   0.99984173
 SK0067!UTM  15      -   0.99993881  x   0.99972120  =   0.99966003
 SK0067
 SK0067                          SUPERSEDED SURVEY CONTROL
 SK0067
 SK0067  NAD 83(1986)-  47 51 36.17892(N)    094 19 40.03625(W) AD(       ) 3
 SK0067  NAD 27      -  47 51 36.33758(N)    094 19 39.21461(W) AD(       ) 3
 SK0067  NGVD 29 (07/19/86)  418.49   (m)         1373.0    (f) LEVELING    3  
 SK0067
 SK0067.Superseded values are not recommended for survey control.
 SK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0067.See file dsdata.txt to determine how the superseded data were derived.
 SK0067
 SK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0068601599(NAD 83)
 SK0067
 SK0067_MARKER: DV = VERTICAL CONTROL DISK
 SK0067_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0067_STAMPING: 3610 D 1976
 SK0067_MARK LOGO: MNDT  
 SK0067_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0067+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 SK0067
 SK0067  HISTORY     - Date     Condition        Report By
 SK0067  HISTORY     - 1976     MONUMENTED       MNDT
 SK0067  HISTORY     - 1976     GOOD             MNDT
 SK0067  HISTORY     - 1980     GOOD             NGS
 SK0067  HISTORY     - 20030527 POOR             MNDT
 SK0067
 SK0067                          STATION DESCRIPTION
 SK0067
 SK0067'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0067'TO REACH STATION WESTLING FROM THE JUNCTION OF TRUNK HWY 1 AND TRUNK
 SK0067'HIGHWAY 71, ABOUT 3 MILES SOUTHWEST OF NORTHOME, GO NORTHEAST ON
 SK0067'TRUNK HIGHWAY 71 FOR 0.7 MILES TO STATION WESTLING ON THE RIGHT.
 SK0067'
 SK0067'THE MARK IS A STANDARD MNHD VERTICAL CONTROL MARK DISK
 SK0067'STAMPED 3610 D 1976, IS SET ON A COPPER COATED STEEL ROD DRIVEN 24
 SK0067'FEET AND PROJECTING 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 SK0067'MARK IS 186 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 71,
 SK0067'ABOUT 10 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 71, 0.2 MILE
 SK0067'SOUTHWEST OF A SAWMILL, 210.6 FEET EAST OF A TELEPHONE POLE, 0.9
 SK0067'FEET NORTH OF A FENCELINE, AND 0.9 FEET NORTH OF A STEEL WITNESS
 SK0067'POST.
 SK0067
 SK0067                          STATION RECOVERY (1976)
 SK0067
 SK0067'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 SK0067'2.35 MI SW FROM NORTHOME.
 SK0067'THE MARK IS LOCATED 2.35 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 SK0067'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 0.7 MILE
 SK0067'NORTHEAST ALONG TRUNK HIGHWAY 71 FROM THE SOUTH JUNCTION OF TRUNK
 SK0067'HIGHWAYS 1 AND 71.  IT IS AT TRUNK HIGHWAY 71 MILEPOINT 351.15. IT IS
 SK0067'186.0 FEET SOUTHEAST OF AND ABOUT 10 FEET LOWER THAN THE CENTERLINE OF
 SK0067'TRUNK HIGHWAY 71, 120.6 FEET SOUTH-SOUTHEAST OF MNHD HORIZONTAL
 SK0067'CONTROL MONUMENT WESTLING, 138.8 FEET SOUTH OF WESTLING REFERENCE MARK
 SK0067'NUMBER 1, 0.1 MILE SOUTHWEST OF A SAW MILL, 210.6 FEET EAST OF A
 SK0067'TELEPHONE POLE, AND 0.9 FOOT NORTH OF A FENCE LINE.  IT IS A STANDARD
 SK0067'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 SK0067'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 SK0067'STEEL ROD DRIVEN TO REFUSAL.  IT PROJECTS 3 INCHES ABOVE THE SURFACE
 SK0067'OF THE GROUND AND IS 0.9 FOOT NORTH OF A STEEL WITNESS POST. NW 1/4
 SK0067'SECTION 35, T151N, R29W.
 SK0067
 SK0067                          STATION RECOVERY (1980)
 SK0067
 SK0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0067'RECOVERED IN GOOD CONDITION.
 SK0067
 SK0067                          STATION RECOVERY (2003)
 SK0067
 SK0067'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0067'THE MARK WAS RECOVERED 2.25 MI (3.62 KM) SW OF NORTHOME, AT TH 71 MP
 SK0067'351.2, 0.7 MI (1.1 KM) NE OF THE SW JCT OF TH 71 AND TH 1, 186 FT
 SK0067'(56.7 M) SE OF TH 71, 0.9 FT (27.4 CM) NORTH OF WITNESS POST.  THE ROD
 SK0067'AND DISK PROJECT 2.0 FEET (0.6 M) AND ARE UNSTABLE FOR GPS
 SK0067'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0054 ***********************************************************************
 SK0054  DESIGNATION -  3610 G
 SK0054  PID         -  SK0054
 SK0054  STATE/COUNTY-  MN/KOOCHICHING
 SK0054  COUNTRY     -  US
 SK0054  USGS QUAD   -  NORTHOME SOUTH (1996)
 SK0054
 SK0054                         *CURRENT SURVEY CONTROL
 SK0054  ______________________________________________________________________
 SK0054* NAD 83(1996) POSITION- 47 52 22.00562(N) 094 17 34.72730(W)   NO CHECK  
 SK0054* NAVD 88 ORTHO HEIGHT -   433.611  (meters)    1422.61  (feet) ADJUSTED  
 SK0054  ______________________________________________________________________
 SK0054  LAPLACE CORR    -         -2.68  (seconds)                    DEFLEC09
 SK0054  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 SK0054  DYNAMIC HEIGHT  -        433.681 (meters)     1422.84  (feet) COMP
 SK0054  MODELED GRAVITY -    980,760.2   (mgal)                       NAVD 88
 SK0054
 SK0054  HORZ ORDER      -  THIRD
 SK0054  VERT ORDER      -  FIRST     CLASS II
 SK0054
 SK0054.The horizontal coordinates were established by classical geodetic methods
 SK0054.and adjusted by the National Geodetic Survey in March 1999.
 SK0054.
 SK0054.No horizontal observational check was made to the station.
 SK0054.
 SK0054.The orthometric height was determined by differential leveling and
 SK0054.adjusted in June 1991.
 SK0054
 SK0054.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0054
 SK0054.The dynamic height is computed by dividing the NAVD 88
 SK0054.geopotential number by the normal gravity value computed on the
 SK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0054.degrees latitude (g = 980.6199 gals.).
 SK0054
 SK0054.The modeled gravity was interpolated from observed gravity values.
 SK0054
 SK0054. The following values were computed from the NAD 83(1996) position.
 SK0054
 SK0054;                    North         East     Units Scale Factor Converg.
 SK0054;SPC MN N     -   253,305.094   710,766.997   MT  0.99990303   -0 53 03.3
 SK0054;SPC MN N     -   831,051.80  2,331,908.06   sFT  0.99990303   -0 53 03.3
 SK0054;UTM  15      - 5,302,969.511   403,313.438   MT  0.99971487   -0 57 32.5
 SK0054
 SK0054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0054!SPC MN N     -   0.99993650  x   0.99990303  =   0.99983953
 SK0054!UTM  15      -   0.99993650  x   0.99971487  =   0.99965139
 SK0054
 SK0054                          SUPERSEDED SURVEY CONTROL
 SK0054
 SK0054  NAD 83(1986)-  47 52 22.00005(N)    094 17 34.72896(W) AD(       ) 3
 SK0054  NAD 27      -  47 52 22.16107(N)    094 17 33.91319(W) AD(       ) 3
 SK0054  NGVD 29 (??/??/92)  433.271  (m)         1421.49   (f) ADJ UNCH    1 2
 SK0054
 SK0054.Superseded values are not recommended for survey control.
 SK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0054.See file dsdata.txt to determine how the superseded data were derived.
 SK0054
 SK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0331302969(NAD 83)
 SK0054
 SK0054_MARKER: DV = VERTICAL CONTROL DISK
 SK0054_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0054_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0054_STAMPING: 3610 G 1976
 SK0054_MARK LOGO: MNDT  
 SK0054_PROJECTION: FLUSH
 SK0054_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0054+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 SK0054_ROD/PIPE-DEPTH:  4.9 meters
 SK0054
 SK0054  HISTORY     - Date     Condition        Report By
 SK0054  HISTORY     - 1976     MONUMENTED       MNDT
 SK0054  HISTORY     - 1976     GOOD             MNDT
 SK0054  HISTORY     - 1980     GOOD             NGS
 SK0054  HISTORY     - 20010919 GOOD             MNDT
 SK0054  HISTORY     - 20030527 GOOD             MNDT
 SK0054
 SK0054                          STATION DESCRIPTION
 SK0054
 SK0054'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0054'TO REACH STATION FRANKLIN FROM THE JUNCTION OF TRUNK HWY 71 AND TRUNK
 SK0054'HIGHWAY 1, IN NORTHOME, GO SOUTHWEST ON TRUNK HIGHWAY 71 FOR 0.4
 SK0054'MILE TO A DRIVEWAY AND STATION FRANKLIN ON THE RIGHT.
 SK0054'
 SK0054'THE MARK IS A STANDARD MNHD VERTICAL CONTROL MARK DISK
 SK0054'STAMPED 3610 G 1976, IS SET ON TOP OF A COPPER COATED STEEL ROD
 SK0054'DRIVEN TO A DEPTH OF 16 FEET.  THE MARK IS FLUSH WITH THE SURFACE
 SK0054'OF THE GROUND.  THE MARK IS 95.0 FEET NORTHWEST OF THE CENTERLINE
 SK0054'OF TRUNK HIGHWAY 71, THE SAME LEVEL AS TRUNK HIGHWAY 71, 99.0
 SK0054'FEET NORTH-NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 67.1
 SK0054'FEET NORTH OF FIRE NUMBER 115 INCH SIGN POST, 34 FEET NORTHEAST OF
 SK0054'THE CENTER OF A DRIVEWAY TO THE NORTHWEST (LEADING TO A GREEN
 SK0054'ONE-STORY FRAME HOUSE), 3 FEET BELOW THE LEVEL OF THE
 SK0054'DRIVEWAY, AND 0.9 FEET WEST OF A STEEL WITNESS POST.
 SK0054
 SK0054                          STATION RECOVERY (1976)
 SK0054
 SK0054'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 SK0054'0.45 MI SW FROM NORTHOME.
 SK0054'THE MARK IS LOCATED 0.45 MILE SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 SK0054'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 2.6
 SK0054'MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM THE SOUTH JUNCTION OF
 SK0054'TRUNK HIGHWAYS 1 AND 71.  IT IS AT TRUNK HIGHWAY 71 MILEPOINT 353.0.
 SK0054'IT IS 95.0 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 SK0054'TRUNK HIGHWAY 71, 71.0 FEET NORTH-NORTHEAST OF MINNESOTA HIGHWAY
 SK0054'DEPARTMENT HORIZONTAL CONTROL STATION FRANKLIN, 91.15 FEET NORTH OF
 SK0054'FRANKLIN REFERENCE MARK NUMBER 2, 24.0 FEET NORTHEAST OF THE CENTER OF
 SK0054'DRIVEWAY (NORTHWEST) TO ONE-STORY FRAME HOUSE (GREEN), 67.1 FEET NORTH
 SK0054'OF SIGN FIRE NO. 115, AND 99.0 FEET NORTH-NORTHEAST OF A POWER POLE
 SK0054'WITH TRANSFORMER.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 SK0054'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5/8 INCH
 SK0054'DIAMETER BY 16 FOOT LONG COPPER-CLAD STEEL ROD DRIVER TO REFUSAL.  IT
 SK0054'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS 0.9 FOOT WEST
 SK0054'OF A STEEL WITNESS POST.  NE 1/4 SECTION 25, T151N, R29W.
 SK0054
 SK0054                          STATION RECOVERY (1980)
 SK0054
 SK0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0054'RECOVERED IN GOOD CONDITION.
 SK0054
 SK0054                          STATION RECOVERY (2001)
 SK0054
 SK0054'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 SK0054'RECOVERED AS DESCRIBED.  NOT SUITABLE FOR GPS DUE TO TREES.
 SK0054
 SK0054                          STATION RECOVERY (2003)
 SK0054
 SK0054'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0038 ***********************************************************************
 SK0038  DESIGNATION -  3611 AD
 SK0038  PID         -  SK0038
 SK0038  STATE/COUNTY-  MN/KOOCHICHING
 SK0038  COUNTRY     -  US
 SK0038  USGS QUAD   -  MIZPAH (1971)
 SK0038
 SK0038                         *CURRENT SURVEY CONTROL
 SK0038  ______________________________________________________________________
 SK0038* NAD 83(1996) POSITION- 47 54 04.61136(N) 094 14 55.15470(W)   NO CHECK  
 SK0038* NAVD 88 ORTHO HEIGHT -   437.037  (meters)    1433.85  (feet) ADJUSTED  
 SK0038  ______________________________________________________________________
 SK0038  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 SK0038  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 SK0038  DYNAMIC HEIGHT  -        437.114 (meters)     1434.10  (feet) COMP
 SK0038  MODELED GRAVITY -    980,773.2   (mgal)                       NAVD 88
 SK0038
 SK0038  HORZ ORDER      -  THIRD
 SK0038  VERT ORDER      -  FIRST     CLASS II
 SK0038
 SK0038.The horizontal coordinates were established by classical geodetic methods
 SK0038.and adjusted by the National Geodetic Survey in March 1999.
 SK0038.
 SK0038.No horizontal observational check was made to the station.
 SK0038.
 SK0038.The orthometric height was determined by differential leveling and
 SK0038.adjusted in June 1991.
 SK0038
 SK0038.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0038
 SK0038.The dynamic height is computed by dividing the NAVD 88
 SK0038.geopotential number by the normal gravity value computed on the
 SK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0038.degrees latitude (g = 980.6199 gals.).
 SK0038
 SK0038.The modeled gravity was interpolated from observed gravity values.
 SK0038
 SK0038. The following values were computed from the NAD 83(1996) position.
 SK0038
 SK0038;                    North         East     Units Scale Factor Converg.
 SK0038;SPC MN N     -   256,423.258   714,129.327   MT  0.99990348   -0 51 05.1
 SK0038;SPC MN N     -   841,281.97  2,342,939.30   sFT  0.99990348   -0 51 05.1
 SK0038;UTM  15      - 5,306,082.674   406,679.197   MT  0.99970701   -0 55 35.6
 SK0038
 SK0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0038!SPC MN N     -   0.99993597  x   0.99990348  =   0.99983946
 SK0038!UTM  15      -   0.99993597  x   0.99970701  =   0.99964300
 SK0038
 SK0038                          SUPERSEDED SURVEY CONTROL
 SK0038
 SK0038  NAD 83(1986)-  47 54 04.60532(N)    094 14 55.15726(W) AD(       ) 3
 SK0038  NAD 27      -  47 54 04.76395(N)    094 14 54.35651(W) AD(       ) 3
 SK0038  NGVD 29 (??/??/92)  436.702  (m)         1432.75   (f) ADJ UNCH    1 2
 SK0038
 SK0038.Superseded values are not recommended for survey control.
 SK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0038.See file dsdata.txt to determine how the superseded data were derived.
 SK0038
 SK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0667906082(NAD 83)
 SK0038
 SK0038_MARKER: DV = VERTICAL CONTROL DISK
 SK0038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0038_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0038_STAMPING: 3611 AD 1976
 SK0038_MARK LOGO: MNDT  
 SK0038_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0038+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 SK0038
 SK0038  HISTORY     - Date     Condition        Report By
 SK0038  HISTORY     - 1976     MONUMENTED       MNDT
 SK0038  HISTORY     - 1976     GOOD             MNDT
 SK0038  HISTORY     - 1980     GOOD             NGS
 SK0038  HISTORY     - 20030521 GOOD             MNDT
 SK0038
 SK0038                          STATION DESCRIPTION
 SK0038
 SK0038'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0038'TO REACH STATION PAH FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 SK0038'HIGHWAY 71, IN NORTHOME, GO NORTHEAST ON TRUNK HIGHWAY 71 FOR 2.5
 SK0038'MILES TO STATION PAH ON THE RIGHT.
 SK0038'
 SK0038'THE MARK IS A STANDARD MNHD VERTICAL CONTROL MARK DISK
 SK0038'STAMPED 3611 AD 1976, IS SET IN A COPPER COATED STEEL ROD.  THE MARK
 SK0038'IS 157.0 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 71, 32.0
 SK0038'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS, 15 FEET HIGHER
 SK0038'THAN THE RAILROAD TRACKS, 89.4 FEET EAST-SOUTHEAST OF A POWER
 SK0038'POLE, 20 FEET NORTHWEST OF THE NORTHWEST EDGE OF A LARGE OPEN HAY
 SK0038'FIELD, 10.0 FEET EAST-SOUTHEAST OF A 8 INCH BIRCH TREE, AND 0.9
 SK0038'FEET NORTHWEST OF A STEEL WITNESS POST.
 SK0038
 SK0038                          STATION RECOVERY (1976)
 SK0038
 SK0038'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 SK0038'2.55 MI NE FROM NORTHOME.
 SK0038'THE MARK IS LOCATED 2.55 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0038'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME, AND IS ALSO
 SK0038'2.75 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 SK0038'HIGHWAY 71 AND COUNTY ROAD 36 AT MIZPAH.  IT IS AT TRUNK HIGHWAY 71
 SK0038'MILEPOINT 355.9.  IT IS 157.0 FEET SOUTHEAST OF THE CENTERLINE OF
 SK0038'TRUNK HIGHWAY 71, 32.0 FEET SOUTHEAST OF AND ABOUT 15 FEET HIGHER THAN
 SK0038'THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 108.4 FEET
 SK0038'EAST OF HORIZONTAL CONTROL MONUMENT PAH, 121.8 FEET NORTHEAST OF PAH
 SK0038'REFERENCE MARK NUMBER 2, 20 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 SK0038'LARGE OPEN HAY FIELD, 89.4 FEET EAST-SOUTHEAST OF A POWER POLE, AND
 SK0038'10.0 FEET EAST-SOUTHEAST OF A BIRCH TREE. IT IS A STANDARD MINNESOTA
 SK0038'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE
 SK0038'TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-CLAD STEEL ROD
 SK0038'DRIVEN INTO THE GROUND TO REFUSAL. IT IS 0.9 FEET NORTHWEST OF A STEEL
 SK0038'WITNESS POST.  NE 1/4 SECTION 16, T 151N, R 28W.
 SK0038
 SK0038                          STATION RECOVERY (1980)
 SK0038
 SK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0038'RECOVERED IN GOOD CONDITION.
 SK0038
 SK0038                          STATION RECOVERY (2003)
 SK0038
 SK0038'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0038'THE MARK WAS RECOVERED 2.5 MILES (4.0 KM) NE OF NORTHOME, AT TH 71 MP
 SK0038'355.90, 2.5 MILES (4.0 KM) NE OF THE NE JCT OF TH 71 AND TH 1, 32 FT
 SK0038'(9.8 M) SE OF AND 10 FT (3.0 M) ABOVE ALL TERRAIN VEHICLE TRAIL, 20 FT
 SK0038'(6.1 M) NW OF NW EDGE OF FIELD, 10 FT (3.0 M) ESE OF 11 INCH DIAMETER
 SK0038'BIRCH TREE, 0.9 FT (27.4 CM) NW OF WITNESS POST, 121.27 FT (36.96 M)
 SK0038'EAST OF PAH RM 2, PROJECTS 1 INCH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4265 ***********************************************************************
 DM4265  DESIGNATION -  3611 AD 1
 DM4265  PID         -  DM4265
 DM4265  STATE/COUNTY-  MN/KOOCHICHING
 DM4265  COUNTRY     -  US
 DM4265  USGS QUAD   -  NORTHOME NORTH (1971)
 DM4265
 DM4265                         *CURRENT SURVEY CONTROL
 DM4265  ______________________________________________________________________
 DM4265* NAD 83(1986) POSITION- 47 53 01.     (N) 094 16 04.     (W)   SCALED    
 DM4265* NAVD 88 ORTHO HEIGHT -   435.368  (meters)    1428.37  (feet) ADJUSTED  
 DM4265  ______________________________________________________________________
 DM4265  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DM4265  DYNAMIC HEIGHT  -        435.441 (meters)     1428.61  (feet) COMP
 DM4265  MODELED GRAVITY -    980,765.2   (mgal)                       NAVD 88
 DM4265
 DM4265  VERT ORDER      -  SECOND    CLASS I
 DM4265
 DM4265.The horizontal coordinates were scaled from a topographic map and have
 DM4265.an estimated accuracy of +/- 6 seconds.
 DM4265.
 DM4265.The orthometric height was determined by differential leveling and
 DM4265.adjusted in March 2011.
 DM4265
 DM4265.No vertical observational check was made to the station.
 DM4265
 DM4265.The dynamic height is computed by dividing the NAVD 88
 DM4265.geopotential number by the normal gravity value computed on the
 DM4265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4265.degrees latitude (g = 980.6199 gals.).
 DM4265
 DM4265.The modeled gravity was interpolated from observed gravity values.
 DM4265
 DM4265;                    North         East    Units  Estimated Accuracy
 DM4265;SPC MN N     -   254,480.      712,670.      MT  (+/- 180 meters Scaled)
 DM4265
 DM4265                          SUPERSEDED SURVEY CONTROL
 DM4265
 DM4265.No superseded survey control is available for this station.
 DM4265
 DM4265_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP052041(NAD 83)
 DM4265
 DM4265_MARKER: DD = SURVEY DISK
 DM4265_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4265_STAMPING: 3611 AD 1
 DM4265_MARK LOGO: MNDT  
 DM4265_PROJECTION: RECESSED 5 CENTIMETERS
 DM4265_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4265+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4265_ROD/PIPE-DEPTH:  6.1 meters
 DM4265
 DM4265  HISTORY     - Date     Condition        Report By
 DM4265  HISTORY     - 2008     MONUMENTED       MNDT
 DM4265
 DM4265                          STATION DESCRIPTION
 DM4265
 DM4265'DESCRIBED BY MN DEPT OF TRANSP 2008
 DM4265'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF NORTHOME, 1.25 MI (2.0 KM)
 DM4265'NORTHEAST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71
 DM4265'AND TRUNK HIGHWAY 1, EAST/TRUNK HIGHWAY 46 SOUTH IN NORTH HOME TO
 DM4265'TRUNK HIGHWAY 71 MILEPOST 354.70.
 DM4265' 
 DM4265'THENCE 0.45 MI (0.7 KM) SOUTH ON BITUMONUS ROAD (ENTRANCE TO MINNESOTA
 DM4265'DEPARTMENT OF TRANSPORTATION MAINTENANCE SHOP).
 DM4265' 
 DM4265'IT IS 250 FT (76.2 M) EAST OF ROAD INTO MAINTENANCE SHOP, 78.6 FT
 DM4265'(24.0 M) SOUTHEAST OF POWER POLE WITH TRANSFORMERS, 101.0 FT (30.8 M)
 DM4265'NORTHWEST OF 30 INCH (76 CM) METAL PIPE, 79.5 FT (24.2 M) NORTHEAST OF
 DM4265'THE NORTHEAST CORNER OF METAL SHED(MIDDLE SHED OF 3), 7.5 FT (2.3 M)
 DM4265'EAST-NORTHEAST OF SOUTH END OF EAST PROPANE TANK OF 2.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0036 ***********************************************************************
 SK0036  DESIGNATION -  3611 AE
 SK0036  PID         -  SK0036
 SK0036  STATE/COUNTY-  MN/KOOCHICHING
 SK0036  COUNTRY     -  US
 SK0036  USGS QUAD   -  MIZPAH (1971)
 SK0036
 SK0036                         *CURRENT SURVEY CONTROL
 SK0036  ______________________________________________________________________
 SK0036* NAD 83(1986) POSITION- 47 54 42.2    (N) 094 13 51.1    (W)   HD_HELD2  
 SK0036* NAVD 88 ORTHO HEIGHT -   429.156  (meters)    1407.99  (feet) ADJUSTED  
 SK0036  ______________________________________________________________________
 SK0036  GEOID HEIGHT    -        -28.50  (meters)                     GEOID09
 SK0036  DYNAMIC HEIGHT  -        429.233 (meters)     1408.24  (feet) COMP
 SK0036  MODELED GRAVITY -    980,777.0   (mgal)                       NAVD 88
 SK0036
 SK0036  VERT ORDER      -  FIRST     CLASS II
 SK0036
 SK0036.The horizontal coordinates were established by autonomous hand held GPS
 SK0036.observations and have an estimated accuracy of +/- 10 meters.
 SK0036.
 SK0036.The orthometric height was determined by differential leveling and
 SK0036.adjusted in June 1991.
 SK0036
 SK0036.The dynamic height is computed by dividing the NAVD 88
 SK0036.geopotential number by the normal gravity value computed on the
 SK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0036.degrees latitude (g = 980.6199 gals.).
 SK0036
 SK0036.The modeled gravity was interpolated from observed gravity values.
 SK0036
 SK0036;                    North         East    Units  Estimated Accuracy
 SK0036;SPC MN N     -   257,564.      715,476.      MT  (+/- 10 meters HH2 GPS)
 SK0036
 SK0036                          SUPERSEDED SURVEY CONTROL
 SK0036
 SK0036  NGVD 29 (??/??/92)  428.822  (m)         1406.89   (f) ADJ UNCH    1 2
 SK0036
 SK0036.Superseded values are not recommended for survey control.
 SK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0036.See file dsdata.txt to determine how the superseded data were derived.
 SK0036
 SK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0802707221(NAD 83)
 SK0036
 SK0036_MARKER: DV = VERTICAL CONTROL DISK
 SK0036_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0036_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0036_STAMPING: 3611 AE 1976
 SK0036_MARK LOGO: MNDT  
 SK0036_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0036+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 SK0036
 SK0036  HISTORY     - Date     Condition        Report By
 SK0036  HISTORY     - 1976     MONUMENTED       MNDT
 SK0036  HISTORY     - 1980     GOOD             NGS
 SK0036  HISTORY     - 20030521 GOOD             MNDT
 SK0036
 SK0036                          STATION DESCRIPTION
 SK0036
 SK0036'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0036'1.6 MI SW FROM MIZPAH.
 SK0036'THE MARK IS LOCATED 3.7 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0036'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME, AND 1.6
 SK0036'MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 SK0036'HIGHWAY 71 AND COUNTY ROAD 36.  IT IS AT TRUNK HIGHWAY 71 MILEPOINT
 SK0036'357.05.  IT IS 172.5 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 SK0036'71, 44.7 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE SOUTHEAST RAIL OF
 SK0036'THE BURLINGTON NORTHERN RAILROAD, 62.0 FEET EAST OF THE CENTER OF A
 SK0036'NORTH-SOUTH TOWNSHIP ROAD (APPROXIMATE WEST LINE OF SECTION 10), 47.2
 SK0036'FEET EAST-SOUTHEAST OF A RAILROAD CROSSING POST, AND 74.6 FEET
 SK0036'SOUTHEAST OF A TELEGRAPH POLE.  IT IS A STANDARD MINNESOTA HIGHWAY
 SK0036'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF
 SK0036'A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN INTO
 SK0036'THE GROUND TO REFUSAL.  IT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 SK0036'GROUND AND IS 1.8 FEET NORTHWEST OF A STEEL WITNESS POST. NW SECTION
 SK0036'10, T 151N, R 28W.
 SK0036
 SK0036                          STATION RECOVERY (1980)
 SK0036
 SK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0036'RECOVERED IN GOOD CONDITION.
 SK0036
 SK0036                          STATION RECOVERY (2003)
 SK0036
 SK0036'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0036'THE MARK WAS RECOVERED 1.6 MILES (2.6 KM) SW OF MIZPAH, 1.6 MILES (2.6
 SK0036'KM) SW OF THE JCT OF CO RD 36 AND TH 71, 172.5 FT (52.6 M) SE OF TH
 SK0036'71, 62 FT (18.9 M) EAST OF TOWNSHIP ROAD, 45 FT (13.7 M) SE OF ALL
 SK0036'TERRAIN VEHICLE TRAIL, 1.8 FT (0.5 M) NW OF WITNESS POST, PROJECTS 1
 SK0036'INCH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0035 ***********************************************************************
 SK0035  DESIGNATION -  3611 AF
 SK0035  PID         -  SK0035
 SK0035  STATE/COUNTY-  MN/KOOCHICHING
 SK0035  COUNTRY     -  US
 SK0035  USGS QUAD   -  MIZPAH (1971)
 SK0035
 SK0035                         *CURRENT SURVEY CONTROL
 SK0035  ______________________________________________________________________
 SK0035* NAD 83(1996) POSITION- 47 55 10.08353(N) 094 13 06.74697(W)   NO CHECK  
 SK0035* NAVD 88 ORTHO HEIGHT -   429.727  (meters)    1409.86  (feet) ADJUSTED  
 SK0035  ______________________________________________________________________
 SK0035  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC09
 SK0035  GEOID HEIGHT    -        -28.52  (meters)                     GEOID09
 SK0035  DYNAMIC HEIGHT  -        429.802 (meters)     1410.11  (feet) COMP
 SK0035  MODELED GRAVITY -    980,773.7   (mgal)                       NAVD 88
 SK0035
 SK0035  HORZ ORDER      -  THIRD
 SK0035  VERT ORDER      -  FIRST     CLASS II
 SK0035
 SK0035.The horizontal coordinates were established by classical geodetic methods
 SK0035.and adjusted by the National Geodetic Survey in March 1999.
 SK0035.
 SK0035.No horizontal observational check was made to the station.
 SK0035.
 SK0035.The orthometric height was determined by differential leveling and
 SK0035.adjusted in June 1991.
 SK0035
 SK0035.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0035
 SK0035.The dynamic height is computed by dividing the NAVD 88
 SK0035.geopotential number by the normal gravity value computed on the
 SK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0035.degrees latitude (g = 980.6199 gals.).
 SK0035
 SK0035.The modeled gravity was interpolated from observed gravity values.
 SK0035
 SK0035. The following values were computed from the NAD 83(1996) position.
 SK0035
 SK0035;                    North         East     Units Scale Factor Converg.
 SK0035;SPC MN N     -   258,411.992   716,409.622   MT  0.99990389   -0 49 44.7
 SK0035;SPC MN N     -   847,806.68  2,350,420.57   sFT  0.99990389   -0 49 44.7
 SK0035;UTM  15      - 5,308,068.016   408,961.647   MT  0.99970184   -0 54 16.1
 SK0035
 SK0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0035!SPC MN N     -   0.99993712  x   0.99990389  =   0.99984102
 SK0035!UTM  15      -   0.99993712  x   0.99970184  =   0.99963898
 SK0035
 SK0035                          SUPERSEDED SURVEY CONTROL
 SK0035
 SK0035  NAD 83(1986)-  47 55 10.07722(N)    094 13 06.74980(W) AD(       ) 3
 SK0035  NAD 27      -  47 55 10.23525(N)    094 13 05.95813(W) AD(       ) 3
 SK0035  NGVD 29 (??/??/92)  429.391  (m)         1408.76   (f) ADJ UNCH    1 2
 SK0035
 SK0035.Superseded values are not recommended for survey control.
 SK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0035.See file dsdata.txt to determine how the superseded data were derived.
 SK0035
 SK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP0896108068(NAD 83)
 SK0035
 SK0035_MARKER: DV = VERTICAL CONTROL DISK
 SK0035_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0035_STAMPING: 3611 AF 1976
 SK0035_MARK LOGO: MNDT  
 SK0035_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0035+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 SK0035
 SK0035  HISTORY     - Date     Condition        Report By
 SK0035  HISTORY     - 1976     MONUMENTED       MNDT
 SK0035  HISTORY     - 1976     GOOD             MNDT
 SK0035  HISTORY     - 1980     GOOD             NGS
 SK0035  HISTORY     - 20030401 GOOD             MNDT
 SK0035
 SK0035                          STATION DESCRIPTION
 SK0035
 SK0035'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0035'TO REACH STATION MIZ FROM THE JUNCTION OF COUNTY ROAD 36 AND TRUNK
 SK0035'HIGHWAY 71, IN MIZPAH, GO SOUTHWEST ON TRUNK HIGHWAY 71 FOR 0.75
 SK0035'MILE TO A CEMETARY ON THE LEFT, TURN LEFT AND GO SOUTH FOR 0.15
 SK0035'MILE THE RAILROAD TRACKS AND STATION MIZ ON THE RIGHT.
 SK0035'
 SK0035'THE MARK IS A STANDARD MNHD VERTICAL CONTROL MARK DISK
 SK0035'STAMPED 3611 AF 1976, IS SET ON A COPPER COATED STEEL ROD DRIVEN
 SK0035'16 FEET IN THE GROUND.  THE DISK IS FLUSH WITH THE SURFACE OF THE
 SK0035'GROUND.  THE MARK IS 119.1 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 SK0035'THE RAILROAD TRACKS, 3 FEET HIGHER THAN THE RAILROAD TRACKS,
 SK0035'136.0 FEET NORTHWEST OF RAILROAD MILEPOST NUMBER 139, 118.9 FEET
 SK0035'NORTH OF A POWER POLE, 40 FEET NORTHWEST OF THE CENTER OF A FIELD
 SK0035'ROAD, 50.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE
 SK0035'(LEYH 1898), 2.2 FEET SOUTHEAST OF THE SOUTHEAST FENCE OF THE
 SK0035'CEMETARY, AND 2.1 FEET SOUTHEAST OF A STEEL WITNESS POST.
 SK0035
 SK0035                          STATION RECOVERY (1976)
 SK0035
 SK0035'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 SK0035'0.8 MI SW FROM MIZPAH.
 SK0035'THE MARK IS LOCATED 4.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0035'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 0.8 MILE
 SK0035'SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK HIGHWAY 71
 SK0035'AND COUNTY ROAD 36 AT MIZPAH.  IT IS 0.1 MILE SOUTHEAST ALONG A FIELD
 SK0035'ROAD FROM TRUNK HIGHWAY 71 MILEPOINT 357.8.  IT IS 119.1 FEET
 SK0035'NORTHWEST OF AND ABOUT 3 FEET HIGHER THAN THE NORTHWEST RAIL OF THE
 SK0035'BURLINGTON NORTHERN RAILROAD, 136.0 FEET NORTHWEST OF RAILROAD
 SK0035'MILEPOST NUMBER 139, 40.0 FEET NORTHWEST OF THE CENTER OF A FIELD
 SK0035'ROAD, 2.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AROUND A
 SK0035'CEMETERY, 50.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE
 SK0035'BASE (LEYH 1898) AND 118.9 FEET NORTH OF A POWER POLE.  IT IS A
 SK0035'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 SK0035'DISK CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG
 SK0035'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE
 SK0035'OF THE GROUND AND IS 2.1 FEET SOUTHEAST OF A STEEL WITNESS POST. SE
 SK0035'1/4 SECTION 3, T 151N, R 28W.
 SK0035
 SK0035                          STATION RECOVERY (1980)
 SK0035
 SK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0035'RECOVERED IN GOOD CONDITION.
 SK0035
 SK0035                          STATION RECOVERY (2003)
 SK0035
 SK0035'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0035'THE MARK WAS RECOVERED 0.75 MI (1.21 KM) SW OF MIZPAH, 0.15 MI (0.24
 SK0035'KM) SOUTH OF TH 71, 121 FT (36.9 M) NW OF TRAIL, 40 FT (12.2 M) NW OF
 SK0035'FIELD ROAD, 50.8 FT (15.5 M) SE OF SE CORNER OF LEYH 1898 HEADSTONE,
 SK0035'2.2 FT (0.7 M) SE OF CEMETERY FENCE, 2.1 FT (0.6 M) SE OF WITNESS
 SK0035'POST, PROJECTS 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0031 ***********************************************************************
 SK0031  DESIGNATION -  3611 AG
 SK0031  PID         -  SK0031
 SK0031  STATE/COUNTY-  MN/KOOCHICHING
 SK0031  COUNTRY     -  US
 SK0031  USGS QUAD   -  MIZPAH (1971)
 SK0031
 SK0031                         *CURRENT SURVEY CONTROL
 SK0031  ______________________________________________________________________
 SK0031* NAD 83(1986) POSITION- 47 56 00.0    (N) 094 11 36.7    (W)   HD_HELD2  
 SK0031* NAVD 88 ORTHO HEIGHT -   416.686  (meters)    1367.08  (feet) ADJUSTED  
 SK0031  ______________________________________________________________________
 SK0031  GEOID HEIGHT    -        -28.56  (meters)                     GEOID09
 SK0031  DYNAMIC HEIGHT  -        416.758 (meters)     1367.31  (feet) COMP
 SK0031  MODELED GRAVITY -    980,771.2   (mgal)                       NAVD 88
 SK0031
 SK0031  VERT ORDER      -  FIRST     CLASS II
 SK0031
 SK0031.The horizontal coordinates were established by autonomous hand held GPS
 SK0031.observations and have an estimated accuracy of +/- 10 meters.
 SK0031.
 SK0031.The orthometric height was determined by differential leveling and
 SK0031.adjusted in June 1991.
 SK0031
 SK0031.The dynamic height is computed by dividing the NAVD 88
 SK0031.geopotential number by the normal gravity value computed on the
 SK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0031.degrees latitude (g = 980.6199 gals.).
 SK0031
 SK0031.The modeled gravity was interpolated from observed gravity values.
 SK0031
 SK0031;                    North         East    Units  Estimated Accuracy
 SK0031;SPC MN N     -   259,927.      718,301.      MT  (+/- 10 meters HH2 GPS)
 SK0031
 SK0031                          SUPERSEDED SURVEY CONTROL
 SK0031
 SK0031  NGVD 29 (??/??/92)  416.348  (m)         1365.97   (f) ADJ UNCH    1 2
 SK0031
 SK0031.Superseded values are not recommended for survey control.
 SK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0031.See file dsdata.txt to determine how the superseded data were derived.
 SK0031
 SK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1085409579(NAD 83)
 SK0031
 SK0031_MARKER: DV = VERTICAL CONTROL DISK
 SK0031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0031_STAMPING: 3611 AG 1976
 SK0031_MARK LOGO: MNDT  
 SK0031_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0031+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 SK0031
 SK0031  HISTORY     - Date     Condition        Report By
 SK0031  HISTORY     - 1976     MONUMENTED       MNDT
 SK0031  HISTORY     - 1980     GOOD             NGS
 SK0031  HISTORY     - 20030401 GOOD             MNDT
 SK0031
 SK0031                          STATION DESCRIPTION
 SK0031
 SK0031'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0031'0.75 MI NE FROM MIZPAH.
 SK0031'THE MARK IS LOCATED 6.05 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0031'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME, AND 0.75
 SK0031'MILE NORTHEAST ALONG TRUNK HIGHWAY 71 OF THE JUNCTION OF TRUNK HIGHWAY
 SK0031'71 AND COUNTY ROAD 36 AT MIZPAH.  IT IS AT TRUNK HIGHWAY 71 MILEPOINT
 SK0031'359.35.  IT IS 172.2 FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY
 SK0031'71, 44.9 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE SOUTHEAST RAIL OF
 SK0031'THE BURLINGTON NORTHERN RAILROAD, 55.8 FEET EAST OF STOP SIGN POST FOR
 SK0031'RAILROAD CROSSING, 44.0 FEET NORTH OF CENTER OF DRIVEWAY TO FARMSTEAD,
 SK0031'110.3 FEET EAST OF A TELEGRAPH POLE, AND 2.2 FEET NORTHWEST OF THE
 SK0031'SOUTHEAST RAILROAD RIGHT-OF-WAY FENCE.  IT IS A STANDARD MINNESOTA
 SK0031'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK, CRIMPED TO
 SK0031'THE TOP OF A 5/8 INCH DIAMETER BY 16 FEET LONG COPPER-CLAD STEEL ROD
 SK0031'DRIVEN TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 SK0031'2.1 FEET NORTHWEST OF A STEEL WITNESS POST. SE 1/4 SECTION 35, T 152N,
 SK0031'R 28W.
 SK0031
 SK0031                          STATION RECOVERY (1980)
 SK0031
 SK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0031'RECOVERED IN GOOD CONDITION.
 SK0031
 SK0031                          STATION RECOVERY (2003)
 SK0031
 SK0031'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0031'THE MARK WAS RECOVERED 0.75 MI (1.21 KM) NE OF THE JCT OF TH 71 AND CO
 SK0031'RD 36 AT MIZPAH, 172 FT (52.4 M) SE OF TH 71 AT MP 359.35, 46 FT (14.0
 SK0031'M) SE OF TRAIL, 44 FT (13.4 M) NORTH OF FARM ENTRANCE, 2.2 FT (0.7 M)
 SK0031'NW OF RIGHT OF WAY FENCE, 34 FT (10.4 M) NE OF FENCE CORNER, 85 FT
 SK0031'(25.9 M) NE OF POLE, PROJECTS 2 INCHES, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0026 ***********************************************************************
 SK0026  DESIGNATION -  3611 AJ
 SK0026  PID         -  SK0026
 SK0026  STATE/COUNTY-  MN/KOOCHICHING
 SK0026  COUNTRY     -  US
 SK0026  USGS QUAD   -  MIZPAH (1971)
 SK0026
 SK0026                         *CURRENT SURVEY CONTROL
 SK0026  ______________________________________________________________________
 SK0026* NAD 83(1996) POSITION- 47 56 58.04848(N) 094 09 58.32197(W)   NO CHECK  
 SK0026* NAVD 88 ORTHO HEIGHT -   415.114  (meters)    1361.92  (feet) ADJUSTED  
 SK0026  ______________________________________________________________________
 SK0026  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC09
 SK0026  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 SK0026  DYNAMIC HEIGHT  -        415.187 (meters)     1362.16  (feet) COMP
 SK0026  MODELED GRAVITY -    980,774.3   (mgal)                       NAVD 88
 SK0026
 SK0026  HORZ ORDER      -  THIRD
 SK0026  VERT ORDER      -  FIRST     CLASS II
 SK0026
 SK0026.The horizontal coordinates were established by classical geodetic methods
 SK0026.and adjusted by the National Geodetic Survey in March 1999.
 SK0026.
 SK0026.No horizontal observational check was made to the station.
 SK0026.
 SK0026.The orthometric height was determined by differential leveling and
 SK0026.adjusted in June 1991.
 SK0026
 SK0026.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0026
 SK0026.The dynamic height is computed by dividing the NAVD 88
 SK0026.geopotential number by the normal gravity value computed on the
 SK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0026.degrees latitude (g = 980.6199 gals.).
 SK0026
 SK0026.The modeled gravity was interpolated from observed gravity values.
 SK0026
 SK0026. The following values were computed from the NAD 83(1996) position.
 SK0026
 SK0026;                    North         East     Units Scale Factor Converg.
 SK0026;SPC MN N     -   261,690.669   720,366.830   MT  0.99990479   -0 47 25.0
 SK0026;SPC MN N     -   858,563.47  2,363,403.51   sFT  0.99990479   -0 47 25.0
 SK0026;UTM  15      - 5,311,340.794   412,922.356   MT  0.99969317   -0 51 57.7
 SK0026
 SK0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0026!SPC MN N     -   0.99993942  x   0.99990479  =   0.99984422
 SK0026!UTM  15      -   0.99993942  x   0.99969317  =   0.99963261
 SK0026
 SK0026                          SUPERSEDED SURVEY CONTROL
 SK0026
 SK0026  NAD 83(1986)-  47 56 58.04169(N)    094 09 58.32506(W) AD(       ) 3
 SK0026  NAD 27      -  47 56 58.20014(N)    094 09 57.54663(W) AD(       ) 3
 SK0026  NGVD 29 (??/??/92)  414.775  (m)         1360.81   (f) ADJ UNCH    1 2
 SK0026
 SK0026.Superseded values are not recommended for survey control.
 SK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0026.See file dsdata.txt to determine how the superseded data were derived.
 SK0026
 SK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1292211340(NAD 83)
 SK0026
 SK0026_MARKER: DV = VERTICAL CONTROL DISK
 SK0026_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0026_STAMPING: 3611 AJ 1976
 SK0026_MARK LOGO: MNDT  
 SK0026_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0026+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 SK0026
 SK0026  HISTORY     - Date     Condition        Report By
 SK0026  HISTORY     - 1976     MONUMENTED       MNDT
 SK0026  HISTORY     - 1976     GOOD             MNDT
 SK0026  HISTORY     - 1980     GOOD             NGS
 SK0026  HISTORY     - 20030521 GOOD             MNDT
 SK0026
 SK0026                          STATION DESCRIPTION
 SK0026
 SK0026'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0026'TO REACH STATION SAUNA FROM THE JUNCTION OF TRUNK HWY 71 AND COUNTY
 SK0026'ROAD 25, IN GEMMEL, GO SOUTHWEST ON TRUNK HIGHWAY 71 FOR 2.25 MILE
 SK0026'TO STATION SAUNA ON THE LEFT.
 SK0026'
 SK0026'THE MARK IS A STANDARD MNHD VERTICAL CONTROL MARK DISK
 SK0026'STAMPED 3611 AJ 1976, IS SET ON A COPPER COATED STEEL ROD DRIVEN TO
 SK0026'A DEPTH OF 16 FEET.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 SK0026'GROUND.  THE MARK IS 174.0 FEET SOUTHEAST OF THE CENTERLINE OF
 SK0026'TRUNK HIGHWAY 71, 106.0 FEET SOUTH OF THE SOUTHEAST LEG OF A PINE
 SK0026'ISLAND STATE FOREST SIGN, 45.7 FEET SOUTHEAST OF THE SOUTHEAST
 SK0026'RAIL OF THE RAILROAD TRACKS, 1 FOOT LOWER THAN THE LEVEL OF THE
 SK0026'RAILROAD, 44.5 FEET EAST OF A RAILROAD CROSSING POST, 34.4 FEET
 SK0026'NORTHEAST OF A WOODEN FENCE CORNER POST AT A PASTURE GATE, 1.8 FEET
 SK0026'NORTHWEST OF A RIGHT-OF-WAY FENCE, AND 1.7 FEET NORTHWEST
 SK0026'OF A STEEL WITNESS POST.
 SK0026
 SK0026                          STATION RECOVERY (1976)
 SK0026
 SK0026'RECOVERY NOTE BY MN DEPT OF TRANSP 1976
 SK0026'2.25 MI SW FROM GEMMELL.
 SK0026'THE MARK IS LOCATED 7.8 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0026'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 2.25
 SK0026'MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 SK0026'HIGHWAY 71 AND COUNTY ROAD 25 AT GEMMELL.  IT IS AT TRUNK HIGHWAY 71
 SK0026'MILEPOINT 361.05.  IT IS 174.0 FEET SOUTHEAST OF THE CENTERLINE OF
 SK0026'TRUNK HIGHWAY 71, 45.7 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN
 SK0026'THE SOUTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 44.5 FEET EAST
 SK0026'OF A RAILROAD CROSSING POST, 1.8 FEET NORTHWEST OF RAILROAD
 SK0026'RIGHT-OF-WAY FENCE, 34.4 FEET NORTHEAST OF A WOOD CORNER FENCE POST AT
 SK0026'PASTURE GATE, 106.0 FEET SOUTH OF THE SOUTHEAST LEG OF DEPARTMENT OF
 SK0026'NATURAL RESOURCES SIGN PINE ISLAND STATE FOREST, AND 123.0 FEET
 SK0026'EAST-SOUTHEAST OF MINNESOTA HIGHWAY DEPARTMENT HORIZONTAL CONTROL
 SK0026'STATION SAUNA.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 SK0026'CONTROL MONUMENT (VCM) DISK THAT IS CRIMPED TO THE TOP OF A 5/8 INCH
 SK0026'DIAMETER BY 16 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND
 SK0026'TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS 1.7
 SK0026'FEET NORTHWEST OF A STEEL WITNESS POST.  SW 1/4 SECTION 30, T 152N, R
 SK0026'27W.
 SK0026
 SK0026                          STATION RECOVERY (1980)
 SK0026
 SK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0026'RECOVERED IN GOOD CONDITION.
 SK0026
 SK0026                          STATION RECOVERY (2003)
 SK0026
 SK0026'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0026'THE MARK WAS RECOVERED 2.25 MI (3.62 KM) SW OF GEMMEL, 2.25 MI (3.62
 SK0026'KM) SW ON TH 71 FROM THE JCT OF CO RD 25, AT TH 71 MP 361.1, 174 FT
 SK0026'(53.0 M) SE OF TH 71, 48 FT (14.6 M) SE OF TRAIL.  106 FT (32.3 M)
 SK0026'SOUTH OF SE LEG OF FOREST SIGN, 1.8 FT (0.5 M) NW OF RIGHT OF WAY
 SK0026'FENCE, 1.7 FT (0.5 M) NW OF WITNESS POST, FLUSH, MAGNETIC
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0024 ***********************************************************************
 SK0024  DESIGNATION -  3611 AL
 SK0024  PID         -  SK0024
 SK0024  STATE/COUNTY-  MN/KOOCHICHING
 SK0024  COUNTRY     -  US
 SK0024  USGS QUAD   -  MIZPAH (1971)
 SK0024
 SK0024                         *CURRENT SURVEY CONTROL
 SK0024  ______________________________________________________________________
 SK0024* NAD 83(1986) POSITION- 47 57 54.3    (N) 094 08 21.7    (W)   HD_HELD2  
 SK0024* NAVD 88 ORTHO HEIGHT -   408.375  (meters)    1339.81  (feet) ADJUSTED  
 SK0024  ______________________________________________________________________
 SK0024  GEOID HEIGHT    -        -28.63  (meters)                     GEOID09
 SK0024  DYNAMIC HEIGHT  -        408.450 (meters)     1340.06  (feet) COMP
 SK0024  MODELED GRAVITY -    980,780.8   (mgal)                       NAVD 88
 SK0024
 SK0024  VERT ORDER      -  FIRST     CLASS II
 SK0024
 SK0024.The horizontal coordinates were established by autonomous hand held GPS
 SK0024.observations and have an estimated accuracy of +/- 10 meters.
 SK0024.
 SK0024.The orthometric height was determined by differential leveling and
 SK0024.adjusted in June 1991.
 SK0024
 SK0024.The dynamic height is computed by dividing the NAVD 88
 SK0024.geopotential number by the normal gravity value computed on the
 SK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0024.degrees latitude (g = 980.6199 gals.).
 SK0024
 SK0024.The modeled gravity was interpolated from observed gravity values.
 SK0024
 SK0024;                    North         East    Units  Estimated Accuracy
 SK0024;SPC MN N     -   263,400.      722,395.      MT  (+/- 10 meters HH2 GPS)
 SK0024
 SK0024                          SUPERSEDED SURVEY CONTROL
 SK0024
 SK0024  NGVD 29 (??/??/92)  408.036  (m)         1338.70   (f) ADJ UNCH    1 2
 SK0024
 SK0024.Superseded values are not recommended for survey control.
 SK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0024.See file dsdata.txt to determine how the superseded data were derived.
 SK0024
 SK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1495213047(NAD 83)
 SK0024
 SK0024_MARKER: DV = VERTICAL CONTROL DISK
 SK0024_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SK0024_STAMPING: 3611 AL 1976
 SK0024_MARK LOGO: MNDT  
 SK0024_MAGNETIC: I = MARKER IS A STEEL ROD
 SK0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SK0024+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2003
 SK0024
 SK0024  HISTORY     - Date     Condition        Report By
 SK0024  HISTORY     - 1976     MONUMENTED       MNDT
 SK0024  HISTORY     - 1980     GOOD             NGS
 SK0024  HISTORY     - 20030521 GOOD             MNDT
 SK0024
 SK0024                          STATION DESCRIPTION
 SK0024
 SK0024'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0024'0.55 MI SW FROM GEMMELL.
 SK0024'THE MARK IS LOCATED 9.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0024'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 0.55
 SK0024'MILE SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 SK0024'HIGHWAY 71 AND COUNTY ROAD 25 AT GEMMELL.  IT IS AT TRUNK HIGHWAY 71
 SK0024'MILEPOINT 362.7.  IT IS 171.9 FEET SOUTHEAST OF THE CENTERLINE OF
 SK0024'TRUNK HIGHWAY 71, 45.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 SK0024'BURLINGTON NORTHERN RAILROAD, 11.0 FEET NORTHEAST OF THE CENTER OF A
 SK0024'FIELD ENTRANCE, 128.9 FEET SOUTHEAST OF THE NORTHEAST END OF A 30 INCH
 SK0024'CORRUGATED METAL CULVERT UNDER A FIELD ENTRANCE, AND 83.0 FEET EAST OF
 SK0024'A TELEGRAPH POLE.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 SK0024'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF A 5/8 INCH
 SK0024'DIAMETER BY 16 FOOT-LONG COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND
 SK0024'TO REFUSAL.  IT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND
 SK0024'IS 1.0 FOOT NORTHWEST OF A STEEL WITNESS POST.  SW 1/4 SECTION 20, T
 SK0024'152N, R 27W.
 SK0024
 SK0024                          STATION RECOVERY (1980)
 SK0024
 SK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0024'RECOVERED IN GOOD CONDITION.
 SK0024
 SK0024                          STATION RECOVERY (2003)
 SK0024
 SK0024'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0024'THE MARK WAS RECOVERED 0.55 MI (0.89 KM) SW OF THE JCT OF TH 71 AND CO
 SK0024'RD 25 AT GEMMELL, 171.9 SE OF TH 71 AT MP 362.7, 47 FT (14.3 M) SE OF
 SK0024'TRAIL, 11 FT (3.4 M) NE OF EXTENDED FIELD ENTRANCE, 128.9 FT (39.3 M)
 SK0024'SE OF NE END OF METAL CULVERT, 1 FT (0.3 M) NW OF WITNESS POST,
 SK0024'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0015 ***********************************************************************
 SK0015  DESIGNATION -  3611 B
 SK0015  PID         -  SK0015
 SK0015  STATE/COUNTY-  MN/KOOCHICHING
 SK0015  COUNTRY     -  US
 SK0015  USGS QUAD   -  MIZPAH NE (1971)
 SK0015
 SK0015                         *CURRENT SURVEY CONTROL
 SK0015  ______________________________________________________________________
 SK0015* NAD 83(1986) POSITION- 47 59 09.     (N) 094 06 15.     (W)   SCALED    
 SK0015* NAVD 88 ORTHO HEIGHT -   398.102  (meters)    1306.11  (feet) ADJUSTED  
 SK0015  ______________________________________________________________________
 SK0015  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 SK0015  DYNAMIC HEIGHT  -        398.176 (meters)     1306.35  (feet) COMP
 SK0015  MODELED GRAVITY -    980,785.6   (mgal)                       NAVD 88
 SK0015
 SK0015  VERT ORDER      -  SECOND    CLASS I
 SK0015
 SK0015.The horizontal coordinates were scaled from a topographic map and have
 SK0015.an estimated accuracy of +/- 6 seconds.
 SK0015.
 SK0015.The orthometric height was determined by differential leveling and
 SK0015.adjusted in June 1991.
 SK0015
 SK0015.The dynamic height is computed by dividing the NAVD 88
 SK0015.geopotential number by the normal gravity value computed on the
 SK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0015.degrees latitude (g = 980.6199 gals.).
 SK0015
 SK0015.The modeled gravity was interpolated from observed gravity values.
 SK0015
 SK0015;                    North         East    Units  Estimated Accuracy
 SK0015;SPC MN N     -   265,670.      725,050.      MT  (+/- 180 meters Scaled)
 SK0015
 SK0015                          SUPERSEDED SURVEY CONTROL
 SK0015
 SK0015  NGVD 29 (??/??/92)  397.765  (m)         1305.00   (f) ADJ UNCH    2 1
 SK0015
 SK0015.Superseded values are not recommended for survey control.
 SK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0015.See file dsdata.txt to determine how the superseded data were derived.
 SK0015
 SK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP176153(NAD 83)
 SK0015
 SK0015_MARKER: DD = SURVEY DISK
 SK0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0015_SP_SET: MONUMENT
 SK0015_STAMPING: 3611 B
 SK0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0015
 SK0015  HISTORY     - Date     Condition        Report By
 SK0015  HISTORY     - UNK      MONUMENTED       MNDT
 SK0015  HISTORY     - 1976     GOOD             MNDT
 SK0015  HISTORY     - 1980     GOOD             NGS
 SK0015
 SK0015                          STATION DESCRIPTION
 SK0015
 SK0015'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0015'1.7 MI NE FROM GEMMELL.
 SK0015'THE MARK IS LOCATED 11.75 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0015'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME, AND 1.7
 SK0015'MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 SK0015'HIGHWAY 71 AND COUNTY ROAD 25 AT GEMMELL.  IT IS AT TRUNK HIGHWAY 71
 SK0015'MILEPOINT 365.8.  IT IS 127.0 FEET SOUTHEAST OF THE CENTERLINE OF
 SK0015'TRUNK HIGHWAY 71 AT STATION 62+97, 21.0 FEET NORTHWEST OF AND ABOUT 2
 SK0015'FEET LOWER THAN THE NORTHWEST RAIL OF THE BURLINGTON NORTHERN
 SK0015'RAILROAD, 39.7 FEET NORTHWEST OF RAILROAD MILEPOST 146, 255 FEET
 SK0015'SOUTHWEST OF THE LOST RIVER DRAINAGE DITCH, AND 1.8 FEET
 SK0015'WEST-SOUTHWEST OF A TELEGRAPH POLE WITH A BM SIGN.  IT IS SET IN THE
 SK0015'TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 15 INCHES
 SK0015'ABOVE THE GROUND AND IS 0.7 FOOT NORTHWEST OF A STEEL WITNESS POST. SE
 SK0015'1/4 SECTION 16, T 152, R 27W.
 SK0015
 SK0015                          STATION RECOVERY (1980)
 SK0015
 SK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0014 ***********************************************************************
 SK0014  DESIGNATION -  3611 C
 SK0014  PID         -  SK0014
 SK0014  STATE/COUNTY-  MN/KOOCHICHING
 SK0014  COUNTRY     -  US
 SK0014  USGS QUAD   -  MIZPAH NE (1971)
 SK0014
 SK0014                         *CURRENT SURVEY CONTROL
 SK0014  ______________________________________________________________________
 SK0014* NAD 83(1986) POSITION- 47 59 42.3    (N) 094 05 19.7    (W)   HD_HELD2  
 SK0014* NAVD 88 ORTHO HEIGHT -   401.414  (meters)    1316.97  (feet) ADJUSTED  
 SK0014  ______________________________________________________________________
 SK0014  GEOID HEIGHT    -        -28.72  (meters)                     GEOID09
 SK0014  DYNAMIC HEIGHT  -        401.489 (meters)     1317.22  (feet) COMP
 SK0014  MODELED GRAVITY -    980,785.7   (mgal)                       NAVD 88
 SK0014
 SK0014  VERT ORDER      -  FIRST     CLASS II
 SK0014
 SK0014.The horizontal coordinates were established by autonomous hand held GPS
 SK0014.observations and have an estimated accuracy of +/- 10 meters.
 SK0014.
 SK0014.The orthometric height was determined by differential leveling and
 SK0014.adjusted in June 1991.
 SK0014
 SK0014.The dynamic height is computed by dividing the NAVD 88
 SK0014.geopotential number by the normal gravity value computed on the
 SK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0014.degrees latitude (g = 980.6199 gals.).
 SK0014
 SK0014.The modeled gravity was interpolated from observed gravity values.
 SK0014
 SK0014;                    North         East    Units  Estimated Accuracy
 SK0014;SPC MN N     -   266,686.      726,212.      MT  (+/- 10 meters HH2 GPS)
 SK0014
 SK0014                          SUPERSEDED SURVEY CONTROL
 SK0014
 SK0014  NGVD 29 (??/??/92)  401.076  (m)         1315.86   (f) ADJ UNCH    1 2
 SK0014
 SK0014.Superseded values are not recommended for survey control.
 SK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0014.See file dsdata.txt to determine how the superseded data were derived.
 SK0014
 SK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP1877216327(NAD 83)
 SK0014
 SK0014_MARKER: DB = BENCH MARK DISK
 SK0014_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 SK0014_SP_SET: MONUMENT
 SK0014_STAMPING: 3611 C 1953
 SK0014_MARK LOGO: MNHD  
 SK0014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 SK0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0014+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 SK0014
 SK0014  HISTORY     - Date     Condition        Report By
 SK0014  HISTORY     - 1953     MONUMENTED       MNDT
 SK0014  HISTORY     - 1976     GOOD             MNDT
 SK0014  HISTORY     - 1980     GOOD             NGS
 SK0014  HISTORY     - 20030401 GOOD             MNDT
 SK0014  HISTORY     - 20030529 GOOD             MNDT
 SK0014
 SK0014                          STATION DESCRIPTION
 SK0014
 SK0014'DESCRIBED BY MN DEPT OF TRANSP 1976
 SK0014'2.7 MI NE FROM GEMMELL.
 SK0014'THE MARK IS LOCATED 12.75 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 SK0014'THE NORTH JUNCTION OF TRUNK HIGHWAYS 1 AND 71 AT NORTHOME AND 2.7
 SK0014'MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM THE JUNCTION OF TRUNK
 SK0014'HIGHWAY 71 AND COUNTY ROAD 25 AT GEMMELL.  IT IS AT TRUNK HIGHWAY 71
 SK0014'MILEPOINT 365.85.  IT IS 127.0 FEET SOUTHEAST OF THE CENTERLINE OF
 SK0014'TRUNK HIGHWAY 71 AT STATION 114+96, 22.0 FEET NORTHWEST OF THE
 SK0014'NORTHWEST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 101.5 FEET
 SK0014'WEST-SOUTHWEST OF RAILROAD MILEPOST NUMBER 147, 79.0 FEET NORTHEAST OF
 SK0014'THE CENTER OF A FIELD ROAD, AND 2.2 FEET WEST-SOUTHWEST OF A TELEGRAPH
 SK0014'POLE WITH A BM SIGN ON IT.  IT IS SET IN THE TOP OF A PRECAST CONCRETE
 SK0014'MONUMENT (MAGNETIC) AND IS 0.7 FEET NORTHWEST OF A STEEL WITNESS POST.
 SK0014'SE 1/4 SECTION 10, T 152N, R 27W.
 SK0014
 SK0014                          STATION RECOVERY (1980)
 SK0014
 SK0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 SK0014'RECOVERED IN GOOD CONDITION.
 SK0014
 SK0014                          STATION RECOVERY (2003)
 SK0014
 SK0014'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 SK0014'THE MARK WAS RECOVERED 2.7 MI (4.3 KM) NE ON TH 71 FROM JCT OF TH 71
 SK0014'AND CO RD 25 AT GEMMELL, 127 FT (38.7 M) SE OF TH 71 AT MP 365.85, 86
 SK0014'FT (26.2 M) NE OF EXTENDED ENTRANCE, 0.7 FT (21.3 CM) NW OF WITNESS
 SK0014'POST, RECESSED 5 INCHES.
 SK0014
 SK0014                          STATION RECOVERY (2003)
 SK0014
 SK0014'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 SK0014'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. 127
 SK0014'FT (38.7 M) SE OF TH 71, 86.5 FT (26.4 M) NE OF EXTENDED ENT EAST,
 SK0014'RECESSED 5 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0975 ***********************************************************************
 TB0975  DESIGNATION -  3611 G
 TB0975  PID         -  TB0975
 TB0975  STATE/COUNTY-  MN/KOOCHICHING
 TB0975  COUNTRY     -  US
 TB0975  USGS QUAD   -  MARGIE (1970)
 TB0975
 TB0975                         *CURRENT SURVEY CONTROL
 TB0975  ______________________________________________________________________
 TB0975* NAD 83(1996) POSITION- 48 03 20.32368(N) 093 59 42.32411(W)   NO CHECK  
 TB0975* NAVD 88 ORTHO HEIGHT -   379.98   (+/-2cm)    1246.7   (feet) VERTCON   
 TB0975  ______________________________________________________________________
 TB0975  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 TB0975  LAPLACE CORR    -         -5.42  (seconds)                    DEFLEC09
 TB0975  HORZ ORDER      -  THIRD
 TB0975  VERT ORDER      -  THIRD ? (See Below)
 TB0975
 TB0975.The horizontal coordinates were established by classical geodetic methods
 TB0975.and adjusted by the National Geodetic Survey in March 1999.
 TB0975.
 TB0975.No horizontal observational check was made to the station.
 TB0975.
 TB0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 TB0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TB0975
 TB0975.The vertical order pertains to the NGVD 29 superseded value.
 TB0975
 TB0975.The Laplace correction was computed from DEFLEC09 derived deflections.
 TB0975
 TB0975. The following values were computed from the NAD 83(1996) position.
 TB0975
 TB0975;                    North         East     Units Scale Factor Converg.
 TB0975;SPC MN N     -   273,333.683   733,282.937   MT  0.99991019   -0 39 48.4
 TB0975;SPC MN N     -   896,762.26  2,405,779.10   sFT  0.99991019   -0 39 48.4
 TB0975;UTM  15      - 5,322,963.965   425,851.010   MT  0.99966756   -0 44 24.6
 TB0975
 TB0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TB0975!SPC MN N     -   0.99994499  x   0.99991019  =   0.99985518
 TB0975!UTM  15      -   0.99994499  x   0.99966756  =   0.99961256
 TB0975
 TB0975                          SUPERSEDED SURVEY CONTROL
 TB0975
 TB0975  NAD 83(1986)-  48 03 20.31597(N)    093 59 42.32970(W) AD(       ) 3
 TB0975  NAD 27      -  48 03 20.47645(N)    093 59 41.60706(W) AD(       ) 3
 TB0975  NGVD 29 (07/19/86)  379.64   (m)         1245.5    (f) LEVELING    3  
 TB0975
 TB0975.Superseded values are not recommended for survey control.
 TB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB0975.See file dsdata.txt to determine how the superseded data were derived.
 TB0975
 TB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP2585122963(NAD 83)
 TB0975
 TB0975_MARKER: DB = BENCH MARK DISK
 TB0975_SETTING: 0 = UNSPECIFIED SETTING
 TB0975_STAMPING: 3611 G 1953
 TB0975
 TB0975  HISTORY     - Date     Condition        Report By
 TB0975  HISTORY     - 1976     MONUMENTED       MNDT
 TB0975  HISTORY     - 20030521 MARK NOT FOUND   MNDT
 TB0975
 TB0975                          STATION DESCRIPTION
 TB0975
 TB0975'DESCRIBED BY MN DEPT OF TRANSP 1976
 TB0975'TO REACH STATION NOWHERE MNHD FROM THE POST OFFICE IN MARGIE GO
 TB0975'SOUTHWEST ON TRUNK HWY 71 FOR 3.8 MILES TO THE STATION ON THE LEFT.
 TB0975'
 TB0975'THE MARK IS A STANDARD MNHD BENCH MARK DISK STAMPED
 TB0975'3611 G 1953, IS SET IN A CONCRETE MONUMENT AND PROJECTS 1.5 FEET
 TB0975'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 25.5 FEET NORTHWEST
 TB0975'OF THE NORTHWEST RAIL OF THE TRACKS, 2.0 FEET WEST OF A TELEPHONE
 TB0975'POLE, AND 75.1 FEET EAST OF A STEEL WITNESS POST.
 TB0975
 TB0975                          STATION RECOVERY (2003)
 TB0975
 TB0975'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TB0975'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0791 ***********************************************************************
 TB0791  DESIGNATION -  3611 J
 TB0791  PID         -  TB0791
 TB0791  STATE/COUNTY-  MN/KOOCHICHING
 TB0791  COUNTRY     -  US
 TB0791  USGS QUAD   -  MARGIE (1970)
 TB0791
 TB0791                         *CURRENT SURVEY CONTROL
 TB0791  ______________________________________________________________________
 TB0791* NAD 83(1986) POSITION- 48 05 11.     (N) 093 56 57.     (W)   SCALED    
 TB0791* NAVD 88 ORTHO HEIGHT -   382.597  (meters)    1255.24  (feet) ADJUSTED  
 TB0791  ______________________________________________________________________
 TB0791  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 TB0791  DYNAMIC HEIGHT  -        382.669 (meters)     1255.47  (feet) COMP
 TB0791  MODELED GRAVITY -    980,788.3   (mgal)                       NAVD 88
 TB0791
 TB0791  VERT ORDER      -  FIRST     CLASS II
 TB0791
 TB0791.The horizontal coordinates were scaled from a topographic map and have
 TB0791.an estimated accuracy of +/- 6 seconds.
 TB0791.
 TB0791.The orthometric height was determined by differential leveling and
 TB0791.adjusted in June 1991.
 TB0791
 TB0791.The dynamic height is computed by dividing the NAVD 88
 TB0791.geopotential number by the normal gravity value computed on the
 TB0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0791.degrees latitude (g = 980.6199 gals.).
 TB0791
 TB0791.The modeled gravity was interpolated from observed gravity values.
 TB0791
 TB0791;                    North         East    Units  Estimated Accuracy
 TB0791;SPC MN N     -   276,710.      736,740.      MT  (+/- 180 meters Scaled)
 TB0791
 TB0791                          SUPERSEDED SURVEY CONTROL
 TB0791
 TB0791.No superseded survey control is available for this station.
 TB0791
 TB0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP293263(NAD 83)
 TB0791
 TB0791_MARKER: DB = BENCH MARK DISK
 TB0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TB0791_SP_SET: CONCRETE POST
 TB0791_STAMPING: 3611 J 1953
 TB0791_MARK LOGO: MNDT  
 TB0791_PROJECTION: FLUSH
 TB0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TB0791+STABILITY: SURFACE MOTION
 TB0791
 TB0791  HISTORY     - Date     Condition        Report By
 TB0791  HISTORY     - 1953     MONUMENTED       MNDT
 TB0791  HISTORY     - 1981     GOOD             NGS
 TB0791  HISTORY     - 20030521 MARK NOT FOUND   MNDT
 TB0791
 TB0791                          STATION DESCRIPTION
 TB0791
 TB0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 TB0791'1.0 KM (0.6 MI) SW FROM MARGIE.
 TB0791'1.0 KM (0.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 71 FROM THE JUNCTION OF
 TB0791'COUNTY ROAD 61 IN MARGIE, AT A GRAVEL DRIVE LEADING SOUTHEAST ACROSS
 TB0791'THE BURLINGTON NORTHERN RAILROAD, 41.4 METERS (136 FT) SOUTHEAST OF
 TB0791'THE CENTERLINE OF THE HIGHWAY, 39.3 METERS (129 FT) NORTHEAST OF THE
 TB0791'CENTER OF THE DRIVE, 8.8 METERS (29.0 FT) SOUTHWEST OF THE SOUTHWEST
 TB0791'RAIL, 18.2 METERS (60.5 FT) NORTHWEST OF RAILROAD MILE POST 156,
 TB0791'0.6 METER (2.0 FT) WEST OF A TELEPHONE POLE.
 TB0791'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 TB0791
 TB0791                          STATION RECOVERY (2003)
 TB0791
 TB0791'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TB0791'NOT FOUND, TIES FROM 1981 RECOVERY UNAVAILABLE TO FIELD CREW, RAILROAD
 TB0791'IS GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB1153 ***********************************************************************
 TB1153  DESIGNATION -  3611 L RESET
 TB1153  PID         -  TB1153
 TB1153  STATE/COUNTY-  MN/KOOCHICHING
 TB1153  COUNTRY     -  US
 TB1153  USGS QUAD   -  MARGIE (1970)
 TB1153
 TB1153                         *CURRENT SURVEY CONTROL
 TB1153  ______________________________________________________________________
 TB1153* NAD 83(1986) POSITION- 48 06 17.6    (N) 093 55 23.1    (W)   HD_HELD2  
 TB1153* NAVD 88 ORTHO HEIGHT -   384.507  (meters)    1261.50  (feet) ADJUSTED  
 TB1153  ______________________________________________________________________
 TB1153  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 TB1153  DYNAMIC HEIGHT  -        384.579 (meters)     1261.74  (feet) COMP
 TB1153  MODELED GRAVITY -    980,789.2   (mgal)                       NAVD 88
 TB1153
 TB1153  VERT ORDER      -  SECOND    CLASS I
 TB1153
 TB1153.The horizontal coordinates were established by autonomous hand held GPS
 TB1153.observations and have an estimated accuracy of +/- 10 meters.
 TB1153.
 TB1153.The orthometric height was determined by differential leveling and
 TB1153.adjusted in March 2007.
 TB1153
 TB1153.The dynamic height is computed by dividing the NAVD 88
 TB1153.geopotential number by the normal gravity value computed on the
 TB1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB1153.degrees latitude (g = 980.6199 gals.).
 TB1153
 TB1153.The modeled gravity was interpolated from observed gravity values.
 TB1153
 TB1153;                    North         East    Units  Estimated Accuracy
 TB1153;SPC MN N     -   278,749.      738,708.      MT  (+/- 10 meters HH2 GPS)
 TB1153
 TB1153                          SUPERSEDED SURVEY CONTROL
 TB1153
 TB1153  NAVD 88 (04/14/03)  384.508  (m)         1261.51   (f) SUPERSEDED  3 0
 TB1153
 TB1153.Superseded values are not recommended for survey control.
 TB1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1153.See file dsdata.txt to determine how the superseded data were derived.
 TB1153
 TB1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3128228370(NAD 83)
 TB1153
 TB1153_MARKER: DD = SURVEY DISK
 TB1153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TB1153_SP_SET: ALUMINUM ALLOY ROD
 TB1153_STAMPING: 3611 L RESET 1986
 TB1153_MARK LOGO: MNDT  
 TB1153_PROJECTION: FLUSH
 TB1153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TB1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB1153+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 TB1153_ROD/PIPE-DEPTH: 10   meters
 TB1153
 TB1153  HISTORY     - Date     Condition        Report By
 TB1153  HISTORY     - 1986     MONUMENTED       MNDT
 TB1153  HISTORY     - 20030602 GOOD             MNDT
 TB1153
 TB1153                          STATION DESCRIPTION
 TB1153
 TB1153'DESCRIBED BY MN DEPT OF TRANSP 1986
 TB1153'1.25 MI (2.01 KM) NORTHEAST ALONG TH 71 FROM THE JUNCTION WITH COUNTY
 TB1153'ROAD 61 IN MARGIE, 100 FT (30.5 M) WEST OF THE CENTERLINE OF TH 71 AT
 TB1153'STATION 684+80, 1 FT (0.3 M) SOUTHEAST OF A STEEL WITNESS POST.
 TB1153
 TB1153                          STATION RECOVERY (2003)
 TB1153
 TB1153'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TB1153'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW.  32.0
 TB1153'FT (9.8 M) SW OF P-POLE, 15.0 FT (4.6 M) SSW OF ENTRANCE. RECESSED 2
 TB1153'INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB1156 ***********************************************************************
 TB1156  DESIGNATION -  3611 M RESET
 TB1156  PID         -  TB1156
 TB1156  STATE/COUNTY-  MN/KOOCHICHING
 TB1156  COUNTRY     -  US
 TB1156  USGS QUAD   -  MARGIE (1970)
 TB1156
 TB1156                         *CURRENT SURVEY CONTROL
 TB1156  ______________________________________________________________________
 TB1156* NAD 83(1986) POSITION- 48 07 03.7    (N) 093 54 07.8    (W)   HD_HELD2  
 TB1156* NAVD 88 ORTHO HEIGHT -   384.511  (meters)    1261.52  (feet) ADJUSTED  
 TB1156  ______________________________________________________________________
 TB1156  GEOID HEIGHT    -        -29.16  (meters)                     GEOID09
 TB1156  DYNAMIC HEIGHT  -        384.584 (meters)     1261.76  (feet) COMP
 TB1156  MODELED GRAVITY -    980,789.9   (mgal)                       NAVD 88
 TB1156
 TB1156  VERT ORDER      -  SECOND    CLASS I
 TB1156
 TB1156.The horizontal coordinates were established by autonomous hand held GPS
 TB1156.observations and have an estimated accuracy of +/- 10 meters.
 TB1156.
 TB1156.The orthometric height was determined by differential leveling and
 TB1156.adjusted in March 2007.
 TB1156
 TB1156.The dynamic height is computed by dividing the NAVD 88
 TB1156.geopotential number by the normal gravity value computed on the
 TB1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB1156.degrees latitude (g = 980.6199 gals.).
 TB1156
 TB1156.The modeled gravity was interpolated from observed gravity values.
 TB1156
 TB1156;                    North         East    Units  Estimated Accuracy
 TB1156;SPC MN N     -   280,156.      740,280.      MT  (+/- 10 meters HH2 GPS)
 TB1156
 TB1156                          SUPERSEDED SURVEY CONTROL
 TB1156
 TB1156  NAVD 88 (04/14/03)  384.508  (m)         1261.51   (f) SUPERSEDED  3 0
 TB1156
 TB1156.Superseded values are not recommended for survey control.
 TB1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TB1156.See file dsdata.txt to determine how the superseded data were derived.
 TB1156
 TB1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3285529775(NAD 83)
 TB1156
 TB1156_MARKER: DV = VERTICAL CONTROL DISK
 TB1156_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TB1156_SP_SET: ALUMINUM ALLOY ROD
 TB1156_STAMPING: 3611 M RESET 1986
 TB1156_MARK LOGO: MNDT  
 TB1156_PROJECTION: FLUSH
 TB1156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TB1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TB1156+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2003
 TB1156_ROD/PIPE-DEPTH: 6.1  meters
 TB1156
 TB1156  HISTORY     - Date     Condition        Report By
 TB1156  HISTORY     - 1986     MONUMENTED       MNDT
 TB1156  HISTORY     - 20030602 GOOD             MNDT
 TB1156
 TB1156                          STATION DESCRIPTION
 TB1156
 TB1156'DESCRIBED BY MN DEPT OF TRANSP 1986
 TB1156'2.6 MI (4.2 KM) NORTHEAST ALONG TH 71 FROM THE INTERSECTION WITH
 TB1156'COUNTY ROAD 61 IN MARGIE, 231 FT (70.4 M) EAST OF THE CENTERLINE OF
 TB1156'TH 71 AT STATION 753+64, 37 FT (11.3 M) NW OF THE PORTER RIDGE ROAD,
 TB1156'1 FT (0.3 M) NW OF A STEEL WITNESS POST.
 TB1156
 TB1156                          STATION RECOVERY (2003)
 TB1156
 TB1156'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 TB1156'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW. THE
 TB1156'MARK IS AT TH 71 MP 377.9, 2.6 MI (4.2 KM) NE ON TH 71 FROM JCT OF TH
 TB1156'71 AND CO RD 61 IN MARGIE, 231 FT (70.4 M) RT OF TH 71, 37 FT (11.3 M)
 TB1156'NE OF PORTER RIDGE RD,  RECESSED 3 INCHES, MAGNETIC, AND NOT SUITABLE
 TB1156'FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB1155 ***********************************************************************
 TB1155  DESIGNATION -  3611 S RESET
 TB1155  PID         -  TB1155
 TB1155  STATE/COUNTY-  MN/KOOCHICHING
 TB1155  COUNTRY     -  US
 TB1155  USGS QUAD   -  BIG FALLS (1971)
 TB1155
 TB1155                         *CURRENT SURVEY CONTROL
 TB1155  ______________________________________________________________________
 TB1155* NAD 83(1986) POSITION- 48 10 22.2    (N) 093 49 18.2    (W)   HD_HELD2  
 TB1155* NAVD 88 ORTHO HEIGHT -   373.61   (meters)    1225.8   (feet) RESET     
 TB1155  ______________________________________________________________________
 TB1155  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 TB1155  VERT ORDER      -  THIRD
 TB1155
 TB1155.The horizontal coordinates were established by autonomous hand held GPS
 TB1155.observations and have an estimated accuracy of +/- 10 meters.
 TB1155.
 TB1155.The orthometric height was computed from unverified reset data.
 TB1155
 TB1155.No vertical observational check was made to the station.
 TB1155
 TB1155.Photographs are available for this station.
 TB1155
 TB1155;                    North         East    Units  Estimated Accuracy
 TB1155;SPC MN N     -   286,227.      746,326.      MT  (+/- 10 meters HH2 GPS)
 TB1155
 TB1155                          SUPERSEDED SURVEY CONTROL
 TB1155
 TB1155.No superseded survey control is available for this station.
 TB1155
 TB1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3890835836(NAD 83)
 TB1155
 TB1155_MARKER: DD = SURVEY DISK
 TB1155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TB1155_SP_SET: ALUMINUM ALLOY ROD
 TB1155_STAMPING: 3611 S RESET 1986
 TB1155_MARK LOGO: MNDT  
 TB1155_PROJECTION: FLUSH
 TB1155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TB1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB1155_ROD/PIPE-DEPTH: 9.1  meters
 TB1155
 TB1155  HISTORY     - Date     Condition        Report By
 TB1155  HISTORY     - 1986     MONUMENTED       MNDT
 TB1155
 TB1155                          STATION DESCRIPTION
 TB1155
 TB1155'DESCRIBED BY MN DEPT OF TRANSP 1986
 TB1155'0.6 MI (1.0 KM) SOUTHWEST ALONG TH 71 FROM THE JUNCTION WITH COUNTY
 TB1155'ROAD 67 IN BIG FALLS, 99 FT (30.2 M) EAST OF THE CENTERLINE OF TH 71
 TB1155'AT STATION 1035+15, 144 FT (43.9 M) SW OF A FIELD ENTRANCE, 1 FT (0.3
 TB1155'M) N OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2766 ***********************************************************************
 DI2766  DESIGNATION -  3611 T
 DI2766  PID         -  DI2766
 DI2766  STATE/COUNTY-  MN/KOOCHICHING
 DI2766  COUNTRY     -  US
 DI2766  USGS QUAD   -  BIG FALLS (1971)
 DI2766
 DI2766                         *CURRENT SURVEY CONTROL
 DI2766  ______________________________________________________________________
 DI2766* NAD 83(1986) POSITION- 48 09 32.9    (N) 093 50 29.5    (W)   HD_HELD2  
 DI2766* NAVD 88 ORTHO HEIGHT -   373.885  (meters)    1226.65  (feet) ADJUSTED  
 DI2766  ______________________________________________________________________
 DI2766  GEOID HEIGHT    -        -29.29  (meters)                     GEOID09
 DI2766  DYNAMIC HEIGHT  -        373.957 (meters)     1226.89  (feet) COMP
 DI2766  MODELED GRAVITY -    980,793.0   (mgal)                       NAVD 88
 DI2766
 DI2766  VERT ORDER      -  SECOND    CLASS I
 DI2766
 DI2766.The horizontal coordinates were established by autonomous hand held GPS
 DI2766.observations and have an estimated accuracy of +/- 10 meters.
 DI2766.
 DI2766.The orthometric height was determined by differential leveling and
 DI2766.adjusted in March 2007.
 DI2766
 DI2766.The dynamic height is computed by dividing the NAVD 88
 DI2766.geopotential number by the normal gravity value computed on the
 DI2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2766.degrees latitude (g = 980.6199 gals.).
 DI2766
 DI2766.The modeled gravity was interpolated from observed gravity values.
 DI2766
 DI2766;                    North         East    Units  Estimated Accuracy
 DI2766;SPC MN N     -   284,719.      744,839.      MT  (+/- 10 meters HH2 GPS)
 DI2766
 DI2766                          SUPERSEDED SURVEY CONTROL
 DI2766
 DI2766.No superseded survey control is available for this station.
 DI2766
 DI2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3741934330(NAD 83)
 DI2766
 DI2766_MARKER: DD = SURVEY DISK
 DI2766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI2766_STAMPING: 3611 T 2003
 DI2766_MARK LOGO: MNDT  
 DI2766_PROJECTION: RECESSED 3 CENTIMETERS
 DI2766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI2766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2766+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DI2766_ROD/PIPE-DEPTH:  9.1 meters
 DI2766
 DI2766  HISTORY     - Date     Condition        Report By
 DI2766  HISTORY     - 2003     MONUMENTED       MNDT
 DI2766
 DI2766                          STATION DESCRIPTION
 DI2766
 DI2766'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DI2766'THE MARK IS 3.0 MI (4.8 KM) SW OF BIG FALLS, 2.80 MI (4.51 KM) SW
 DI2766'ALONG TH 71 FROM JCT OF TH 71 AND TH 6 IN BIG FALLS, AT TH 71 MP
 DI2766'382.0, 34.5 FT (10.5 M) NW OF TH 71, 5.0 FT (1.5 M) SE OF WIT POST.
 DI2766'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DI2766'30 FT (9.1 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN
 DI2766'IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2768 ***********************************************************************
 DI2768  DESIGNATION -  3611 U
 DI2768  PID         -  DI2768
 DI2768  STATE/COUNTY-  MN/KOOCHICHING
 DI2768  COUNTRY     -  US
 DI2768  USGS QUAD   -  BIG FALLS (1971)
 DI2768
 DI2768                         *CURRENT SURVEY CONTROL
 DI2768  ______________________________________________________________________
 DI2768* NAD 83(1986) POSITION- 48 08 36.4    (N) 093 51 52.3    (W)   HD_HELD2  
 DI2768* NAVD 88 ORTHO HEIGHT -   374.804  (meters)    1229.67  (feet) ADJUSTED  
 DI2768  ______________________________________________________________________
 DI2768  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 DI2768  DYNAMIC HEIGHT  -        374.876 (meters)     1229.91  (feet) COMP
 DI2768  MODELED GRAVITY -    980,791.7   (mgal)                       NAVD 88
 DI2768
 DI2768  VERT ORDER      -  SECOND    CLASS I
 DI2768
 DI2768.The horizontal coordinates were established by autonomous hand held GPS
 DI2768.observations and have an estimated accuracy of +/- 10 meters.
 DI2768.
 DI2768.The orthometric height was determined by differential leveling and
 DI2768.adjusted in March 2007.
 DI2768
 DI2768.The dynamic height is computed by dividing the NAVD 88
 DI2768.geopotential number by the normal gravity value computed on the
 DI2768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2768.degrees latitude (g = 980.6199 gals.).
 DI2768
 DI2768.The modeled gravity was interpolated from observed gravity values.
 DI2768
 DI2768;                    North         East    Units  Estimated Accuracy
 DI2768;SPC MN N     -   282,990.      743,111.      MT  (+/- 10 meters HH2 GPS)
 DI2768
 DI2768                          SUPERSEDED SURVEY CONTROL
 DI2768
 DI2768.No superseded survey control is available for this station.
 DI2768
 DI2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3568932605(NAD 83)
 DI2768
 DI2768_MARKER: DD = SURVEY DISK
 DI2768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI2768_STAMPING: 3611 U 2003
 DI2768_MARK LOGO: MNDT  
 DI2768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI2768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2768+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DI2768
 DI2768  HISTORY     - Date     Condition        Report By
 DI2768  HISTORY     - 2003     MONUMENTED       MNDT
 DI2768
 DI2768                          STATION DESCRIPTION
 DI2768
 DI2768'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DI2768'THE MARK IS 4.5 MI (7.2 KM) SW OF BIG FALLS, 4.35 MI (7.00 KM) SW
 DI2768'ALONG TH 71 FROM JCT OF TH 71 AND TH 6 IN BIG FALLS, AT TH 71 MP
 DI2768'380.45, 29.8 FT (9.1 M) SE OF TH 71, 6.2 FT (1.9 M) NW OF WIT POST.
 DI2768'THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A
 DI2768'30 FT (9.1 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN,
 DI2768'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2765 ***********************************************************************
 DI2765  DESIGNATION -  3611 V
 DI2765  PID         -  DI2765
 DI2765  STATE/COUNTY-  MN/KOOCHICHING
 DI2765  COUNTRY     -  US
 DI2765  USGS QUAD   -  MARGIE (1970)
 DI2765
 DI2765                         *CURRENT SURVEY CONTROL
 DI2765  ______________________________________________________________________
 DI2765* NAD 83(1986) POSITION- 48 06 39.5    (N) 093 54 46.0    (W)   HD_HELD2  
 DI2765* NAVD 88 ORTHO HEIGHT -   383.811  (meters)    1259.22  (feet) ADJUSTED  
 DI2765  ______________________________________________________________________
 DI2765  GEOID HEIGHT    -        -29.14  (meters)                     GEOID09
 DI2765  DYNAMIC HEIGHT  -        383.884 (meters)     1259.46  (feet) COMP
 DI2765  MODELED GRAVITY -    980,789.5   (mgal)                       NAVD 88
 DI2765
 DI2765  VERT ORDER      -  SECOND    CLASS I
 DI2765
 DI2765.The horizontal coordinates were established by autonomous hand held GPS
 DI2765.observations and have an estimated accuracy of +/- 10 meters.
 DI2765.
 DI2765.The orthometric height was determined by differential leveling and
 DI2765.adjusted in March 2007.
 DI2765
 DI2765.The dynamic height is computed by dividing the NAVD 88
 DI2765.geopotential number by the normal gravity value computed on the
 DI2765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2765.degrees latitude (g = 980.6199 gals.).
 DI2765
 DI2765.The modeled gravity was interpolated from observed gravity values.
 DI2765
 DI2765;                    North         East    Units  Estimated Accuracy
 DI2765;SPC MN N     -   279,417.      739,483.      MT  (+/- 10 meters HH2 GPS)
 DI2765
 DI2765                          SUPERSEDED SURVEY CONTROL
 DI2765
 DI2765.No superseded survey control is available for this station.
 DI2765
 DI2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3205729037(NAD 83)
 DI2765
 DI2765_MARKER: DD = SURVEY DISK
 DI2765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI2765_STAMPING: 3611 V 2003
 DI2765_MARK LOGO: MNDT  
 DI2765_PROJECTION: FLUSH
 DI2765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI2765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2765+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DI2765_ROD/PIPE-DEPTH:  7.6 meters
 DI2765
 DI2765  HISTORY     - Date     Condition        Report By
 DI2765  HISTORY     - 2003     MONUMENTED       MNDT
 DI2765
 DI2765                          STATION DESCRIPTION
 DI2765
 DI2765'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DI2765'THE MARK IS 2.0 MI (3.2 KM) NE OF MARGIE, 1.90 MI (3.06 KM) NE ALONG
 DI2765'TH 71 FROM JCT OF TH 71 AND CO RD 61 IN MARGIE, AT TH 71 MP 377.25,
 DI2765'34.5 FT (10.5 M) SE OF TH 71, 6.1 FT (1.9 M) NW OF WIT POST.  THE
 DI2765'MARK, A STANDARD MNDT GEODETIC CONTROL MARK DISK SET ON TOP OF A 25 FT
 DI2765'(7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS,
 DI2765'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN6708 ***********************************************************************
 DN6708  DESIGNATION -  3611 W
 DN6708  PID         -  DN6708
 DN6708  STATE/COUNTY-  MN/KOOCHICHING
 DN6708  COUNTRY     -  US
 DN6708  USGS QUAD   -  BIG FALLS NW (1971)
 DN6708
 DN6708                         *CURRENT SURVEY CONTROL
 DN6708  ______________________________________________________________________
 DN6708* NAD 83(1986) POSITION- 48 08 04.5    (N) 093 52 42.5    (W)   HD_HELD2  
 DN6708* NAVD 88 ORTHO HEIGHT -   379.517  (meters)    1245.13  (feet) ADJUSTED  
 DN6708  ______________________________________________________________________
 DN6708  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DN6708  DYNAMIC HEIGHT  -        379.590 (meters)     1245.37  (feet) COMP
 DN6708  MODELED GRAVITY -    980,791.1   (mgal)                       NAVD 88
 DN6708
 DN6708  VERT ORDER      -  SECOND    CLASS I
 DN6708
 DN6708.The horizontal coordinates were established by autonomous hand held GPS
 DN6708.observations and have an estimated accuracy of +/- 10 meters.
 DN6708.
 DN6708.The orthometric height was determined by differential leveling and
 DN6708.adjusted in June 2012.
 DN6708
 DN6708.No vertical observational check was made to the station.
 DN6708
 DN6708.The dynamic height is computed by dividing the NAVD 88
 DN6708.geopotential number by the normal gravity value computed on the
 DN6708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN6708.degrees latitude (g = 980.6199 gals.).
 DN6708
 DN6708.The modeled gravity was interpolated from observed gravity values.
 DN6708
 DN6708;                    North         East    Units  Estimated Accuracy
 DN6708;SPC MN N     -   282,016.      742,063.      MT  (+/- 10 meters HH2 GPS)
 DN6708
 DN6708                          SUPERSEDED SURVEY CONTROL
 DN6708
 DN6708.No superseded survey control is available for this station.
 DN6708
 DN6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3464031631(NAD 83)
 DN6708
 DN6708_MARKER: DG = GRAVITY STATION DISK
 DN6708_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN6708_SP_SET: MONUMENT FOOTING
 DN6708_STAMPING: 3611 W 2010
 DN6708_MARK LOGO: MNDT  
 DN6708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN6708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN6708+STABILITY: SURFACE MOTION
 DN6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN6708+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2010
 DN6708
 DN6708  HISTORY     - Date     Condition        Report By
 DN6708  HISTORY     - 20100923 MONUMENTED       MNDT
 DN6708
 DN6708                          STATION DESCRIPTION
 DN6708
 DN6708'DESCRIBED BY MN DEPT OF TRANSP 2010
 DN6708'THE MARK IS 4.1 MI (6.6 KM) NORTHEAST OF MARGIE.
 DN6708' 
 DN6708'TO REACH THE MARK GO 4.1 MI (6.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 71
 DN6708'FROM THE JUNCTION OF TRUNK HIGHWAY 71 AND COUNTY ROAD 61 IN MARGIE, AT
 DN6708'TRUNK HIGHWAY 71 MILE POINT 379.5.
 DN6708' 
 DN6708'IT IS 103.0 FT (31.4 M) NORTHWEST OF TRUNK HIGHWAY 71, 76.7 FT (23.4
 DN6708'M) SOUTHWEST OF POWER POLE WITH TRANSFORMER, 52.0 FT (15.8 M)
 DN6708'NORTHEAST OF ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2856 ***********************************************************************
 DI2856  DESIGNATION -  3612 AA
 DI2856  PID         -  DI2856
 DI2856  STATE/COUNTY-  MN/KOOCHICHING
 DI2856  COUNTRY     -  US
 DI2856  USGS QUAD   -  BIG FALLS NW (1971)
 DI2856
 DI2856                         *CURRENT SURVEY CONTROL
 DI2856  ______________________________________________________________________
 DI2856* NAD 83(1986) POSITION- 48 12 40.4    (N) 093 55 57.8    (W)   HD_HELD2  
 DI2856* NAVD 88 ORTHO HEIGHT -   360.765  (meters)    1183.61  (feet) ADJUSTED  
 DI2856  ______________________________________________________________________
 DI2856  GEOID HEIGHT    -        -29.20  (meters)                     GEOID09
 DI2856  DYNAMIC HEIGHT  -        360.837 (meters)     1183.85  (feet) COMP
 DI2856  MODELED GRAVITY -    980,802.0   (mgal)                       NAVD 88
 DI2856
 DI2856  VERT ORDER      -  SECOND    CLASS I
 DI2856
 DI2856.The horizontal coordinates were established by autonomous hand held GPS
 DI2856.observations and have an estimated accuracy of +/- 10 meters.
 DI2856.
 DI2856.The orthometric height was determined by differential leveling and
 DI2856.adjusted in March 2007.
 DI2856
 DI2856.Photographs are available for this station.
 DI2856
 DI2856.The dynamic height is computed by dividing the NAVD 88
 DI2856.geopotential number by the normal gravity value computed on the
 DI2856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2856.degrees latitude (g = 980.6199 gals.).
 DI2856
 DI2856.The modeled gravity was interpolated from observed gravity values.
 DI2856
 DI2856;                    North         East    Units  Estimated Accuracy
 DI2856;SPC MN N     -   290,578.      738,118.      MT  (+/- 10 meters HH2 GPS)
 DI2856
 DI2856                          SUPERSEDED SURVEY CONTROL
 DI2856
 DI2856.No superseded survey control is available for this station.
 DI2856
 DI2856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP3070740197(NAD 83)
 DI2856
 DI2856_MARKER: DB = BENCH MARK DISK
 DI2856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI2856_SP_SET: BRIDGE ABUTMENT
 DI2856_STAMPING: 3612 AA 1993
 DI2856_MARK LOGO: MNHD  
 DI2856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI2856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI2856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI2856+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DI2856
 DI2856  HISTORY     - Date     Condition        Report By
 DI2856  HISTORY     - 1993     MONUMENTED       MNHD
 DI2856
 DI2856                          STATION DESCRIPTION
 DI2856
 DI2856'DESCRIBED BY MN HIGHWAY DEPT 1993
 DI2856'7.0 MILES WEST-NORTHWEST OF BIG FALLS, 6.95 MILES WEST ALONG COUNTY
 DI2856'ROAD 30 FROM THE JUNCTION OF COUNTY ROAD 30 AND TRUNK HIGHWAY 71 IN
 DI2856'BIG FALLS, IN THE SOUTHEAST CORNER OF BRIDGE 36519 OVER STURGEON
 DI2856'RIVER, 18.2 FEET NORTHEAST OF COUNTY ROAD 30, NO WITNESS POST SET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0651 ***********************************************************************
 TB0651  DESIGNATION -  3612 B
 TB0651  PID         -  TB0651
 TB0651  STATE/COUNTY-  MN/KOOCHICHING
 TB0651  COUNTRY     -  US
 TB0651  USGS QUAD   -  BIG FALLS (1971)
 TB0651
 TB0651                         *CURRENT SURVEY CONTROL
 TB0651  ______________________________________________________________________
 TB0651* NAD 83(1986) POSITION- 48 11 45.     (N) 093 47 59.     (W)   SCALED    
 TB0651* NAVD 88 ORTHO HEIGHT -   362.192  (meters)    1188.29  (feet) ADJUSTED  
 TB0651  ______________________________________________________________________
 TB0651  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 TB0651  DYNAMIC HEIGHT  -        362.263 (meters)     1188.52  (feet) COMP
 TB0651  MODELED GRAVITY -    980,796.7   (mgal)                       NAVD 88
 TB0651
 TB0651  VERT ORDER      -  SECOND    CLASS I
 TB0651
 TB0651.The horizontal coordinates were scaled from a topographic map and have
 TB0651.an estimated accuracy of +/- 6 seconds.
 TB0651.
 TB0651.The orthometric height was determined by differential leveling and
 TB0651.adjusted in June 1991.
 TB0651
 TB0651.The dynamic height is computed by dividing the NAVD 88
 TB0651.geopotential number by the normal gravity value computed on the
 TB0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0651.degrees latitude (g = 980.6199 gals.).
 TB0651
 TB0651.The modeled gravity was interpolated from observed gravity values.
 TB0651
 TB0651;                    North         East    Units  Estimated Accuracy
 TB0651;SPC MN N     -   288,770.      747,990.      MT  (+/- 180 meters Scaled)
 TB0651
 TB0651                          SUPERSEDED SURVEY CONTROL
 TB0651
 TB0651.No superseded survey control is available for this station.
 TB0651
 TB0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP405383(NAD 83)
 TB0651
 TB0651_MARKER: DV = VERTICAL CONTROL DISK
 TB0651_SETTING: 66 = SET IN ROCK OUTCROP
 TB0651_SP_SET: ROCK OUTCROP
 TB0651_STAMPING: 3612 B 1977
 TB0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TB0651+STABILITY: POSITION/ELEVATION WELL
 TB0651
 TB0651  HISTORY     - Date     Condition        Report By
 TB0651  HISTORY     - 1977     MONUMENTED       MNDT
 TB0651
 TB0651                          STATION DESCRIPTION
 TB0651
 TB0651'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0651'0.1 MI NORTH FROM BIG FALLS.
 TB0651'THE MARK IS LOCATED IN BIG FALLS ON AN ISLAND IN THE BIG FORK RIVER
 TB0651'UNDER TRUNK HIGHWAY 71 NEAR WHAT WOULD BE TRUNK HIGHWAY 71 MILE POINT
 TB0651'385.15. THE MARK IS IN A GRANITE LEDGE ROCK THE HIGHEST POINT ON THE
 TB0651'NORTH BANK OF AN ISLAND IN THE BIG FORK RIVER, 7.5 FT. SOUTH OF THE
 TB0651'SOUTH EDGE OF THE WATER IN THE NORTH CHANNEL, 69 FT. EAST OF THE
 TB0651'CENTERLINE OF TRUNK HIGHWAY 71 AND 103 FT. NORTH OF THE ARC LIGHT
 TB0651'POLE IN THE PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0662 ***********************************************************************
 TB0662  DESIGNATION -  3612 C
 TB0662  PID         -  TB0662
 TB0662  STATE/COUNTY-  MN/KOOCHICHING
 TB0662  COUNTRY     -  US
 TB0662  USGS QUAD   -  BIG FALLS (1971)
 TB0662
 TB0662                         *CURRENT SURVEY CONTROL
 TB0662  ______________________________________________________________________
 TB0662* NAD 83(1986) POSITION- 48 13 28.     (N) 093 46 13.     (W)   SCALED    
 TB0662* NAVD 88 ORTHO HEIGHT -   369.372  (meters)    1211.85  (feet) ADJUSTED  
 TB0662  ______________________________________________________________________
 TB0662  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 TB0662  DYNAMIC HEIGHT  -        369.446 (meters)     1212.09  (feet) COMP
 TB0662  MODELED GRAVITY -    980,800.1   (mgal)                       NAVD 88
 TB0662
 TB0662  VERT ORDER      -  FIRST     CLASS II
 TB0662
 TB0662.The horizontal coordinates were scaled from a topographic map and have
 TB0662.an estimated accuracy of +/- 6 seconds.
 TB0662.
 TB0662.The orthometric height was determined by differential leveling and
 TB0662.adjusted in June 1991.
 TB0662
 TB0662.The dynamic height is computed by dividing the NAVD 88
 TB0662.geopotential number by the normal gravity value computed on the
 TB0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0662.degrees latitude (g = 980.6199 gals.).
 TB0662
 TB0662.The modeled gravity was interpolated from observed gravity values.
 TB0662
 TB0662;                    North         East    Units  Estimated Accuracy
 TB0662;SPC MN N     -   291,930.      750,200.      MT  (+/- 180 meters Scaled)
 TB0662
 TB0662                          SUPERSEDED SURVEY CONTROL
 TB0662
 TB0662.No superseded survey control is available for this station.
 TB0662
 TB0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP427415(NAD 83)
 TB0662
 TB0662_MARKER: DB = BENCH MARK DISK
 TB0662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0662_SP_SET: COPPER-CLAD STEEL ROD
 TB0662_STAMPING: 3612 C 1977
 TB0662_PROJECTION: PROJECTING 5 CENTIMETERS
 TB0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0662_ROD/PIPE-DEPTH: 4.88 meters
 TB0662
 TB0662  HISTORY     - Date     Condition        Report By
 TB0662  HISTORY     - 1977     MONUMENTED       MNDT
 TB0662  HISTORY     - 1980     GOOD             NGS
 TB0662
 TB0662                          STATION DESCRIPTION
 TB0662
 TB0662'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0662'2.6 MI NW FROM BIG FALLS.
 TB0662'THE MARK IS LOCATED 2.8 MILES NORTHEASTERLY ALONG TRUNK HIGHWAY 71,
 TB0662'FROM ITS INTERSECTION WITH TRUNK HIGHWAY 6 IN BIG FALLS AT TRUNK
 TB0662'HIGHWAY 71 MILE POINT 387.7. THE MARK IS 193 FT. NORTHWEST OF THE
 TB0662'CENTERLINE OF TRUNK HIGHWAY 71, 105.5 FT. WEST SOUTHWEST OF A
 TB0662'FORESTRY SIGN POST READING, STATE LAND PLANTED 1966, 20 FT. NORTHEAST
 TB0662'OF THE CENTER OF A FIELD ROAD, 2.6 FT. SOUTHEAST OF POWER POLE NUMBER
 TB0662'LB 34 AND 0.6 FT. EAST OF A STEEL WITNESS POST.
 TB0662
 TB0662                          STATION RECOVERY (1980)
 TB0662
 TB0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0663 ***********************************************************************
 TB0663  DESIGNATION -  3612 D
 TB0663  PID         -  TB0663
 TB0663  STATE/COUNTY-  MN/KOOCHICHING
 TB0663  COUNTRY     -  US
 TB0663  USGS QUAD   -  JOHNSON LANDING NW (1971)
 TB0663
 TB0663                         *CURRENT SURVEY CONTROL
 TB0663  ______________________________________________________________________
 TB0663* NAD 83(1986) POSITION- 48 14 40.     (N) 093 44 50.     (W)   SCALED    
 TB0663* NAVD 88 ORTHO HEIGHT -   363.765  (meters)    1193.45  (feet) ADJUSTED  
 TB0663  ______________________________________________________________________
 TB0663  GEOID HEIGHT    -        -29.52  (meters)                     GEOID09
 TB0663  DYNAMIC HEIGHT  -        363.838 (meters)     1193.69  (feet) COMP
 TB0663  MODELED GRAVITY -    980,802.6   (mgal)                       NAVD 88
 TB0663
 TB0663  VERT ORDER      -  FIRST     CLASS II
 TB0663
 TB0663.The horizontal coordinates were scaled from a topographic map and have
 TB0663.an estimated accuracy of +/- 6 seconds.
 TB0663.
 TB0663.The orthometric height was determined by differential leveling and
 TB0663.adjusted in June 1991.
 TB0663
 TB0663.The dynamic height is computed by dividing the NAVD 88
 TB0663.geopotential number by the normal gravity value computed on the
 TB0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0663.degrees latitude (g = 980.6199 gals.).
 TB0663
 TB0663.The modeled gravity was interpolated from observed gravity values.
 TB0663
 TB0663;                    North         East    Units  Estimated Accuracy
 TB0663;SPC MN N     -   294,140.      751,930.      MT  (+/- 180 meters Scaled)
 TB0663
 TB0663                          SUPERSEDED SURVEY CONTROL
 TB0663
 TB0663.No superseded survey control is available for this station.
 TB0663
 TB0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP445437(NAD 83)
 TB0663
 TB0663_MARKER: DB = BENCH MARK DISK
 TB0663_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0663_SP_SET: COPPER-CLAD STEEL ROD
 TB0663_STAMPING: 3612 D 1977
 TB0663_PROJECTION: PROJECTING 10 CENTIMETERS
 TB0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0663_ROD/PIPE-DEPTH: 9.75 meters
 TB0663
 TB0663  HISTORY     - Date     Condition        Report By
 TB0663  HISTORY     - 1977     MONUMENTED       MNDT
 TB0663  HISTORY     - 1980     GOOD             NGS
 TB0663
 TB0663                          STATION DESCRIPTION
 TB0663
 TB0663'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0663'4.3 MI NE FROM BIG FALLS.
 TB0663'THE MARK IS LOCATED 4.5 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 TB0663'ITS INTERSECTION WITH TRUNK HIGHWAY 6 IN BIG FALLS NEAR TRUNK HIGHWAY
 TB0663'71 MILE POINT 389.4. THE MARK IS 155 FT. SOUTHEAST OF THE CENTERLINE
 TB0663'OF TRUNK HIGHWAY 71, 121 FT. NORTHEAST OF RAILROAD CULVERT MARKER POST
 TB0663'NUMBER 170 AND 2140, 41.5 FT. NORTHEAST OF THE CENTER OF A FIELD ROAD,
 TB0663'28.5 FT. SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, 2.7 FT.
 TB0663'WEST OF TELEGRAPH POLE NO. E39 AND ONE FT. NORTHWEST OF A STEEL
 TB0663'WITNESS POST.
 TB0663
 TB0663                          STATION RECOVERY (1980)
 TB0663
 TB0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0668 ***********************************************************************
 TB0668  DESIGNATION -  3612 E
 TB0668  PID         -  TB0668
 TB0668  STATE/COUNTY-  MN/KOOCHICHING
 TB0668  COUNTRY     -  US
 TB0668  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0668
 TB0668                         *CURRENT SURVEY CONTROL
 TB0668  ______________________________________________________________________
 TB0668* NAD 83(1986) POSITION- 48 16 00.     (N) 093 44 23.     (W)   SCALED    
 TB0668* NAVD 88 ORTHO HEIGHT -   360.045  (meters)    1181.25  (feet) ADJUSTED  
 TB0668  ______________________________________________________________________
 TB0668  GEOID HEIGHT    -        -29.56  (meters)                     GEOID09
 TB0668  DYNAMIC HEIGHT  -        360.118 (meters)     1181.49  (feet) COMP
 TB0668  MODELED GRAVITY -    980,805.5   (mgal)                       NAVD 88
 TB0668
 TB0668  VERT ORDER      -  FIRST     CLASS II
 TB0668
 TB0668.The horizontal coordinates were scaled from a topographic map and have
 TB0668.an estimated accuracy of +/- 6 seconds.
 TB0668.
 TB0668.The orthometric height was determined by differential leveling and
 TB0668.adjusted in June 1991.
 TB0668
 TB0668.The dynamic height is computed by dividing the NAVD 88
 TB0668.geopotential number by the normal gravity value computed on the
 TB0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0668.degrees latitude (g = 980.6199 gals.).
 TB0668
 TB0668.The modeled gravity was interpolated from observed gravity values.
 TB0668
 TB0668;                    North         East    Units  Estimated Accuracy
 TB0668;SPC MN N     -   296,610.      752,510.      MT  (+/- 180 meters Scaled)
 TB0668
 TB0668                          SUPERSEDED SURVEY CONTROL
 TB0668
 TB0668.No superseded survey control is available for this station.
 TB0668
 TB0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP451462(NAD 83)
 TB0668
 TB0668_MARKER: DB = BENCH MARK DISK
 TB0668_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0668_SP_SET: COPPER-CLAD STEEL ROD
 TB0668_STAMPING: 3612 E 1977
 TB0668_PROJECTION: PROJECTING 8 CENTIMETERS
 TB0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0668_ROD/PIPE-DEPTH: 9.75 meters
 TB0668
 TB0668  HISTORY     - Date     Condition        Report By
 TB0668  HISTORY     - 1977     MONUMENTED       MNDT
 TB0668  HISTORY     - 1980     GOOD             NGS
 TB0668
 TB0668                          STATION DESCRIPTION
 TB0668
 TB0668'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0668'6.0 MI NE FROM BIG FALLS.
 TB0668'THE MARK IS LOCATED 6.2 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 TB0668'ITS INTERSECTION WITH TRUNK HIGHWAY 6 IN BIG FALLS NEAR TRUNK HIGHWAY
 TB0668'71 MILEPOST 391. THE MARK IS 117.5 FT. WEST OF THE CENTERLINE OF
 TB0668'TRUNK HIGHWAY 71, 65 FT. EAST OF THE EAST EDGE OF THE POWER LINE
 TB0668'CLEARING, 10 FT. SOUTH OF THE CENTER OF A FIELD ROAD, 3.3 FT.
 TB0668'NORTHEAST OF A 10 INCH POPLAR TREE AND 1 FT. EAST OF A STEEL WITNESS
 TB0668'POST.
 TB0668
 TB0668                          STATION RECOVERY (1980)
 TB0668
 TB0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0669 ***********************************************************************
 TB0669  DESIGNATION -  3612 F
 TB0669  PID         -  TB0669
 TB0669  STATE/COUNTY-  MN/KOOCHICHING
 TB0669  COUNTRY     -  US
 TB0669  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0669
 TB0669                         *CURRENT SURVEY CONTROL
 TB0669  ______________________________________________________________________
 TB0669* NAD 83(1986) POSITION- 48 16 31.     (N) 093 44 15.     (W)   SCALED    
 TB0669* NAVD 88 ORTHO HEIGHT -   359.535  (meters)    1179.57  (feet) ADJUSTED  
 TB0669  ______________________________________________________________________
 TB0669  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 TB0669  DYNAMIC HEIGHT  -        359.609 (meters)     1179.82  (feet) COMP
 TB0669  MODELED GRAVITY -    980,806.6   (mgal)                       NAVD 88
 TB0669
 TB0669  VERT ORDER      -  SECOND    CLASS I
 TB0669
 TB0669.The horizontal coordinates were scaled from a topographic map and have
 TB0669.an estimated accuracy of +/- 6 seconds.
 TB0669.
 TB0669.The orthometric height was determined by differential leveling and
 TB0669.adjusted in June 1991.
 TB0669
 TB0669.The dynamic height is computed by dividing the NAVD 88
 TB0669.geopotential number by the normal gravity value computed on the
 TB0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0669.degrees latitude (g = 980.6199 gals.).
 TB0669
 TB0669.The modeled gravity was interpolated from observed gravity values.
 TB0669
 TB0669;                    North         East    Units  Estimated Accuracy
 TB0669;SPC MN N     -   297,560.      752,680.      MT  (+/- 180 meters Scaled)
 TB0669
 TB0669                          SUPERSEDED SURVEY CONTROL
 TB0669
 TB0669.No superseded survey control is available for this station.
 TB0669
 TB0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP452471(NAD 83)
 TB0669
 TB0669_MARKER: DB = BENCH MARK DISK
 TB0669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TB0669_SP_SET: ABUTMENT
 TB0669_STAMPING: 3612 F 1977
 TB0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0669
 TB0669  HISTORY     - Date     Condition        Report By
 TB0669  HISTORY     - 1977     MONUMENTED       MNDT
 TB0669
 TB0669                          STATION DESCRIPTION
 TB0669
 TB0669'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0669'6.5 MI NE FROM BIG FALLS.
 TB0669'THE MARK IS LOCATED 6.7 MILES NORTHEAST ALONG TRUNK HIGHWAY 71 FROM
 TB0669'ITS INTERSECTION WITH TRUNK HIGHWAY 6 IN BIG FALLS NEAR TRUNK HIGHWAY
 TB0669'71 MILEPOINT 391.5. THE MARK IS IN THE EAST END OF THE NORTH ABUTMENT
 TB0669'OF THE BRIDGE CARRING TRUNK HIGHWAY 71 OVER THE BEAR RIVER AND 16.3
 TB0669'FT. EAST OF THE CENTERLINE OF TRUNK HIGHWAY 71. IT IS IN THE EAST END
 TB0669'OF THE BRIDGE AND ABOUT 0.5 FT. ABOVE THE LEVEL OF TRUNK HIGHWAY 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0689 ***********************************************************************
 TB0689  DESIGNATION -  3612 J
 TB0689  PID         -  TB0689
 TB0689  STATE/COUNTY-  MN/KOOCHICHING
 TB0689  COUNTRY     -  US
 TB0689  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0689
 TB0689                         *CURRENT SURVEY CONTROL
 TB0689  ______________________________________________________________________
 TB0689* NAD 83(1986) POSITION- 48 21 04.     (N) 093 41 13.     (W)   SCALED    
 TB0689* NAVD 88 ORTHO HEIGHT -   355.822  (meters)    1167.39  (feet) ADJUSTED  
 TB0689  ______________________________________________________________________
 TB0689  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 TB0689  DYNAMIC HEIGHT  -        355.898 (meters)     1167.64  (feet) COMP
 TB0689  MODELED GRAVITY -    980,814.9   (mgal)                       NAVD 88
 TB0689
 TB0689  VERT ORDER      -  FIRST     CLASS II
 TB0689
 TB0689.The horizontal coordinates were scaled from a topographic map and have
 TB0689.an estimated accuracy of +/- 6 seconds.
 TB0689.
 TB0689.The orthometric height was determined by differential leveling and
 TB0689.adjusted in June 1991.
 TB0689
 TB0689.The dynamic height is computed by dividing the NAVD 88
 TB0689.geopotential number by the normal gravity value computed on the
 TB0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0689.degrees latitude (g = 980.6199 gals.).
 TB0689
 TB0689.The modeled gravity was interpolated from observed gravity values.
 TB0689
 TB0689;                    North         East    Units  Estimated Accuracy
 TB0689;SPC MN N     -   305,960.      756,500.      MT  (+/- 180 meters Scaled)
 TB0689
 TB0689                          SUPERSEDED SURVEY CONTROL
 TB0689
 TB0689.No superseded survey control is available for this station.
 TB0689
 TB0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP491555(NAD 83)
 TB0689
 TB0689_MARKER: DB = BENCH MARK DISK
 TB0689_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0689_SP_SET: COPPER-CLAD STEEL ROD
 TB0689_STAMPING: 3612 J 1977
 TB0689_MARK LOGO: MNDT  
 TB0689_PROJECTION: PROJECTING 10 CENTIMETERS
 TB0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 TB0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0689_ROD/PIPE-DEPTH: 4.88 meters
 TB0689
 TB0689  HISTORY     - Date     Condition        Report By
 TB0689  HISTORY     - 1977     MONUMENTED       MNDT
 TB0689  HISTORY     - 1980     GOOD             NGS
 TB0689  HISTORY     - 19890628 GOOD             MNDT
 TB0689
 TB0689                          STATION DESCRIPTION
 TB0689
 TB0689'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0689'6.5 MI SW FROM LITTLEFORK.
 TB0689'THE MARK IS LOCATED 6.5 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 TB0689'ITS INTERSECTION WITH TRUNK HIGHWAY 65 AT LITTLEFORK NEAR TRUNK
 TB0689'HIGHWAY 71 MILE POINT 397.5. THE MARK IS 127.3 FT. NORTHEAST OF POWER
 TB0689'POLE NUMBER LB 166, 89.5 FT. NORTHWEST OF THE CENTERLINE OF TRUNK
 TB0689'HIGHWAY 71, 9 FT. NORTH OF THE CENTER OF A TRAIL 3.1 FT. NORTHEAST OF
 TB0689'AN 8 INCH POPLAR TREE AND 1.5 FT. SOUTHEAST OF A STEEL WITNESS POST.
 TB0689
 TB0689                          STATION RECOVERY (1980)
 TB0689
 TB0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0689'RECOVERED IN GOOD CONDITION.
 TB0689
 TB0689                          STATION RECOVERY (1989)
 TB0689
 TB0689'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (JRB)
 TB0689'6.5 MI (10.5 KM) SW ON TH 71 FROM JCT OF TH 71 AND TH 65 AT LITTLE
 TB0689'FORK, 89.5 FT (27.3 M) NW OF TH 71, AT TH 71 MP 397.5, 127.3 FT (38.8
 TB0689'M) NE OF P-POLE LB 166, 9 FT (2.7 M) NORTH OF TRAIL, 3.1 FT (0.9 M) NE
 TB0689'OF 8 INCH POPLAR TREE, 1.5 FT (0.5 M) SE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0691 ***********************************************************************
 TB0691  DESIGNATION -  3612 K
 TB0691  PID         -  TB0691
 TB0691  STATE/COUNTY-  MN/KOOCHICHING
 TB0691  COUNTRY     -  US
 TB0691  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0691
 TB0691                         *CURRENT SURVEY CONTROL
 TB0691  ______________________________________________________________________
 TB0691* NAD 83(1986) POSITION- 48 21 36.     (N) 093 39 27.     (W)   SCALED    
 TB0691* NAVD 88 ORTHO HEIGHT -   357.887  (meters)    1174.17  (feet) ADJUSTED  
 TB0691  ______________________________________________________________________
 TB0691  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 TB0691  DYNAMIC HEIGHT  -        357.964 (meters)     1174.42  (feet) COMP
 TB0691  MODELED GRAVITY -    980,815.8   (mgal)                       NAVD 88
 TB0691
 TB0691  VERT ORDER      -  SECOND    CLASS I
 TB0691
 TB0691.The horizontal coordinates were scaled from a topographic map and have
 TB0691.an estimated accuracy of +/- 6 seconds.
 TB0691.
 TB0691.The orthometric height was determined by differential leveling and
 TB0691.adjusted in June 1991.
 TB0691
 TB0691.WARNING-Repeat measurements at this control monument indicate possible
 TB0691.vertical movement.
 TB0691
 TB0691.The dynamic height is computed by dividing the NAVD 88
 TB0691.geopotential number by the normal gravity value computed on the
 TB0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0691.degrees latitude (g = 980.6199 gals.).
 TB0691
 TB0691.The modeled gravity was interpolated from observed gravity values.
 TB0691
 TB0691;                    North         East    Units  Estimated Accuracy
 TB0691;SPC MN N     -   306,940.      758,690.      MT  (+/- 180 meters Scaled)
 TB0691
 TB0691                          SUPERSEDED SURVEY CONTROL
 TB0691
 TB0691.No superseded survey control is available for this station.
 TB0691
 TB0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP512565(NAD 83)
 TB0691
 TB0691_MARKER: DB = BENCH MARK DISK
 TB0691_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0691_SP_SET: COPPER-CLAD STEEL ROD
 TB0691_STAMPING: 3612 K 1977
 TB0691_PROJECTION: PROJECTING 10 CENTIMETERS
 TB0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0691_ROD/PIPE-DEPTH: 3.96 meters
 TB0691
 TB0691  HISTORY     - Date     Condition        Report By
 TB0691  HISTORY     - 1977     MONUMENTED       MNDT
 TB0691  HISTORY     - 1980     GOOD             NGS
 TB0691
 TB0691                          STATION DESCRIPTION
 TB0691
 TB0691'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0691'5.0 MI SW FROM LITTLEFORK.
 TB0691'THE MARK IS LOCATED 5.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 TB0691'ITS INTERSECTION WITH TRUNK HIGHWAY 65 AT LITTLEFORK, THENCE EAST ON
 TB0691'COUNTY ROAD 77 FOR 0.55 MILE. THE MARK IS AT THE SOUTHWEST OF THE
 TB0691'POWER LINE CLEARING, 39 FT. SOUTH OF THE CENTER OF CO. RD. 77, 11 FT.
 TB0691'OF THE CENTER OF THE FIELD ROAD TO THE SOUTH, 9 FT. SOUTH OF THE EAST
 TB0691'END OF A 36 INCH CORRUGATED METAL PIPE CULVERT UNDER THE FIELD
 TB0691'ENTRANCE TO THE SOUTH AND 0.9 FT. NORTH OF A STEEL WITNESS POST.
 TB0691
 TB0691                          STATION RECOVERY (1980)
 TB0691
 TB0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0703 ***********************************************************************
 TB0703  DESIGNATION -  3612 L
 TB0703  PID         -  TB0703
 TB0703  STATE/COUNTY-  MN/KOOCHICHING
 TB0703  COUNTRY     -  US
 TB0703  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0703
 TB0703                         *CURRENT SURVEY CONTROL
 TB0703  ______________________________________________________________________
 TB0703* NAD 83(1986) POSITION- 48 21 37.     (N) 093 37 52.     (W)   SCALED    
 TB0703* NAVD 88 ORTHO HEIGHT -   361.387  (meters)    1185.65  (feet) ADJUSTED  
 TB0703  ______________________________________________________________________
 TB0703  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 TB0703  DYNAMIC HEIGHT  -        361.465 (meters)     1185.91  (feet) COMP
 TB0703  MODELED GRAVITY -    980,816.1   (mgal)                       NAVD 88
 TB0703
 TB0703  VERT ORDER      -  SECOND    CLASS I
 TB0703
 TB0703.The horizontal coordinates were scaled from a topographic map and have
 TB0703.an estimated accuracy of +/- 6 seconds.
 TB0703.
 TB0703.The orthometric height was determined by differential leveling and
 TB0703.adjusted in June 1991.
 TB0703
 TB0703.The dynamic height is computed by dividing the NAVD 88
 TB0703.geopotential number by the normal gravity value computed on the
 TB0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0703.degrees latitude (g = 980.6199 gals.).
 TB0703
 TB0703.The modeled gravity was interpolated from observed gravity values.
 TB0703
 TB0703;                    North         East    Units  Estimated Accuracy
 TB0703;SPC MN N     -   306,950.      760,650.      MT  (+/- 180 meters Scaled)
 TB0703
 TB0703                          SUPERSEDED SURVEY CONTROL
 TB0703
 TB0703.No superseded survey control is available for this station.
 TB0703
 TB0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP532565(NAD 83)
 TB0703
 TB0703_MARKER: DB = BENCH MARK DISK
 TB0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0703_SP_SET: COPPER-CLAD STEEL ROD
 TB0703_STAMPING: 3612 L 1977
 TB0703_PROJECTION: FLUSH
 TB0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0703_ROD/PIPE-DEPTH: 4.88 meters
 TB0703
 TB0703  HISTORY     - Date     Condition        Report By
 TB0703  HISTORY     - 1977     MONUMENTED       MNDT
 TB0703  HISTORY     - 1980     GOOD             NGS
 TB0703
 TB0703                          STATION DESCRIPTION
 TB0703
 TB0703'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0703'5.0 MI SW FROM LITTLEFORK.
 TB0703'THE MARK IS LOCATED 5.4 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 TB0703'ITS INTERSECTION WITH TRUNK HIGHWAY 65 AT LITTLEFORK, THENCE EAST ON
 TB0703'COUNTY ROAD 77 FOR 1.8 MILES. THE MARK IS 47 FT. EAST OF THE CENTER OF
 TB0703'A FIELD ENTRANCE, 27 FT. NORTH OF THE CENTERLINE OF COUNTY ROAD 77,
 TB0703'1.5 FT. SOUTHWEST OF A WOODEN CORNER FENCE POST, 126 FT. SOUTH
 TB0703'SOUTHEAST OF A POWER POLE WITH TRANSFORMER AND 0.8 FT. SOUTH OF A
 TB0703'STEEL WITNESS POST.
 TB0703
 TB0703                          STATION RECOVERY (1980)
 TB0703
 TB0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0694 ***********************************************************************
 TB0694  DESIGNATION -  3612 M
 TB0694  PID         -  TB0694
 TB0694  STATE/COUNTY-  MN/KOOCHICHING
 TB0694  COUNTRY     -  US
 TB0694  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0694
 TB0694                         *CURRENT SURVEY CONTROL
 TB0694  ______________________________________________________________________
 TB0694* NAD 83(1986) POSITION- 48 22 01.     (N) 093 39 13.     (W)   SCALED    
 TB0694* NAVD 88 ORTHO HEIGHT -   356.671  (meters)    1170.18  (feet) ADJUSTED  
 TB0694  ______________________________________________________________________
 TB0694  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 TB0694  DYNAMIC HEIGHT  -        356.748 (meters)     1170.43  (feet) COMP
 TB0694  MODELED GRAVITY -    980,816.3   (mgal)                       NAVD 88
 TB0694
 TB0694  VERT ORDER      -  FIRST     CLASS II
 TB0694
 TB0694.The horizontal coordinates were scaled from a topographic map and have
 TB0694.an estimated accuracy of +/- 6 seconds.
 TB0694.
 TB0694.The orthometric height was determined by differential leveling and
 TB0694.adjusted in June 1991.
 TB0694
 TB0694.The dynamic height is computed by dividing the NAVD 88
 TB0694.geopotential number by the normal gravity value computed on the
 TB0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0694.degrees latitude (g = 980.6199 gals.).
 TB0694
 TB0694.The modeled gravity was interpolated from observed gravity values.
 TB0694
 TB0694;                    North         East    Units  Estimated Accuracy
 TB0694;SPC MN N     -   307,710.      758,980.      MT  (+/- 180 meters Scaled)
 TB0694
 TB0694                          SUPERSEDED SURVEY CONTROL
 TB0694
 TB0694.No superseded survey control is available for this station.
 TB0694
 TB0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP515572(NAD 83)
 TB0694
 TB0694_MARKER: DB = BENCH MARK DISK
 TB0694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0694_SP_SET: COPPER-CLAD STEEL ROD
 TB0694_STAMPING: 3612 M 1977
 TB0694_PROJECTION: PROJECTING 10 CENTIMETERS
 TB0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0694_ROD/PIPE-DEPTH: 4.57 meters
 TB0694
 TB0694  HISTORY     - Date     Condition        Report By
 TB0694  HISTORY     - 1977     MONUMENTED       MNDT
 TB0694  HISTORY     - 1980     GOOD             NGS
 TB0694
 TB0694                          STATION DESCRIPTION
 TB0694
 TB0694'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0694'4.5 MI SW FROM LITTLEFORK.
 TB0694'THE MARK IS LOCATED 4.5 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 TB0694'ITS INTERSECTION WITH TRUNK HIGHWAY 65 AT LITTLEFORK AT TRUNK HIGHWAY
 TB0694'71 MILE POINT 99.5. THE MARK IS 54.5 FT. EAST OF POWER POLE LB 192,
 TB0694'196.5 FT. SOUTH OF TRUNK HIGHWAY 71 RIGHT OF WAY MARKER CL 200 FT.
 TB0694'STATION 989 AND 91.8 SP 4 37 SEC. 1 179 FT. NORTHWEST OF THE
 TB0694'CENTERLINE OF TRUNK HIGHWAY 71 AND 1.2 FT. SOUTHWEST OF A STEEL
 TB0694'WITNESS POST.
 TB0694
 TB0694                          STATION RECOVERY (1980)
 TB0694
 TB0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0695 ***********************************************************************
 TB0695  DESIGNATION -  3612 N
 TB0695  PID         -  TB0695
 TB0695  STATE/COUNTY-  MN/KOOCHICHING
 TB0695  COUNTRY     -  US
 TB0695  USGS QUAD   -  LITTLEFORK SW (1970)
 TB0695
 TB0695                         *CURRENT SURVEY CONTROL
 TB0695  ______________________________________________________________________
 TB0695* NAD 83(1986) POSITION- 48 22 26.     (N) 093 38 25.     (W)   SCALED    
 TB0695* NAVD 88 ORTHO HEIGHT -   352.322  (meters)    1155.91  (feet) ADJUSTED  
 TB0695  ______________________________________________________________________
 TB0695  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 TB0695  DYNAMIC HEIGHT  -        352.399 (meters)     1156.16  (feet) COMP
 TB0695  MODELED GRAVITY -    980,816.9   (mgal)                       NAVD 88
 TB0695
 TB0695  VERT ORDER      -  FIRST     CLASS II
 TB0695
 TB0695.The horizontal coordinates were scaled from a topographic map and have
 TB0695.an estimated accuracy of +/- 6 seconds.
 TB0695.
 TB0695.The orthometric height was determined by differential leveling and
 TB0695.adjusted in June 1991.
 TB0695
 TB0695.The dynamic height is computed by dividing the NAVD 88
 TB0695.geopotential number by the normal gravity value computed on the
 TB0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0695.degrees latitude (g = 980.6199 gals.).
 TB0695
 TB0695.The modeled gravity was interpolated from observed gravity values.
 TB0695
 TB0695;                    North         East    Units  Estimated Accuracy
 TB0695;SPC MN N     -   308,470.      759,980.      MT  (+/- 180 meters Scaled)
 TB0695
 TB0695                          SUPERSEDED SURVEY CONTROL
 TB0695
 TB0695.No superseded survey control is available for this station.
 TB0695
 TB0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP525580(NAD 83)
 TB0695
 TB0695_MARKER: DB = BENCH MARK DISK
 TB0695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0695_SP_SET: COPPER-CLAD STEEL ROD
 TB0695_STAMPING: 3612 N 1977
 TB0695_PROJECTION: PROJECTING 8 CENTIMETERS
 TB0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0695_ROD/PIPE-DEPTH: 3.66 meters
 TB0695
 TB0695  HISTORY     - Date     Condition        Report By
 TB0695  HISTORY     - 1977     MONUMENTED       MNDT
 TB0695  HISTORY     - 1980     GOOD             NGS
 TB0695
 TB0695                          STATION DESCRIPTION
 TB0695
 TB0695'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0695'3.6 MI SW FROM LITTLEFORK.
 TB0695'THE MARK IS LOCATED 3.6 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 TB0695'ITS INTERSECTION WITH TRUNK HIGHWAY 65 AT LITTLEFORK AND NEAR TRUNK
 TB0695'HIGHWAY 71 MILEPOINT 400.3. THE MARK IS AT THE SOUTHWEST EDGE OF THE
 TB0695'POWER LINE CLEARING, 178 FT. NORTHWEST OF THE CENTERLINE OF TRUNK
 TB0695'HIGHWAY 71, 161.2 FT. SOUTH OF POWER POLE NUMBER LB 203, 12 FT.
 TB0695'SOUTHWEST OF THE CENTER OF A FIELD ROAD, 6.5 FT. NORTH OF AN 8 INCH
 TB0695'BALSAM TREE AND 0.9 FT. SOUTHEAST OF A STEEL WITNESS POST.
 TB0695
 TB0695                          STATION RECOVERY (1980)
 TB0695
 TB0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0696 ***********************************************************************
 TB0696  DESIGNATION -  3612 P
 TB0696  PID         -  TB0696
 TB0696  STATE/COUNTY-  MN/KOOCHICHING
 TB0696  COUNTRY     -  US
 TB0696  USGS QUAD   -  LITTLEFORK (1970)
 TB0696
 TB0696                         *CURRENT SURVEY CONTROL
 TB0696  ______________________________________________________________________
 TB0696* NAD 83(1986) POSITION- 48 22 57.     (N) 093 37 30.     (W)   SCALED    
 TB0696* NAVD 88 ORTHO HEIGHT -   352.631  (meters)    1156.92  (feet) ADJUSTED  
 TB0696  ______________________________________________________________________
 TB0696  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 TB0696  DYNAMIC HEIGHT  -        352.707 (meters)     1157.17  (feet) COMP
 TB0696  MODELED GRAVITY -    980,817.4   (mgal)                       NAVD 88
 TB0696
 TB0696  VERT ORDER      -  FIRST     CLASS II
 TB0696
 TB0696.The horizontal coordinates were scaled from a topographic map and have
 TB0696.an estimated accuracy of +/- 6 seconds.
 TB0696.
 TB0696.The orthometric height was determined by differential leveling and
 TB0696.adjusted in June 1991.
 TB0696
 TB0696.The dynamic height is computed by dividing the NAVD 88
 TB0696.geopotential number by the normal gravity value computed on the
 TB0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0696.degrees latitude (g = 980.6199 gals.).
 TB0696
 TB0696.The modeled gravity was interpolated from observed gravity values.
 TB0696
 TB0696;                    North         East    Units  Estimated Accuracy
 TB0696;SPC MN N     -   309,420.      761,110.      MT  (+/- 180 meters Scaled)
 TB0696
 TB0696                          SUPERSEDED SURVEY CONTROL
 TB0696
 TB0696.No superseded survey control is available for this station.
 TB0696
 TB0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP537590(NAD 83)
 TB0696
 TB0696_MARKER: DB = BENCH MARK DISK
 TB0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0696_SP_SET: COPPER-CLAD STEEL ROD
 TB0696_STAMPING: 3612 P 1977
 TB0696_PROJECTION: PROJECTING 15 CENTIMETERS
 TB0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0696_ROD/PIPE-DEPTH: 6.10 meters
 TB0696
 TB0696  HISTORY     - Date     Condition        Report By
 TB0696  HISTORY     - 1977     MONUMENTED       MNDT
 TB0696  HISTORY     - 1980     GOOD             NGS
 TB0696
 TB0696                          STATION DESCRIPTION
 TB0696
 TB0696'DESCRIBED BY MN DEPT OF TRANSP 1977
 TB0696'2.7 MI SW FROM LITTLEFORK.
 TB0696'THE MARK IS LOCATED 2.75 MILES SOUTHWEST ALONG TRUNK HIGHWAY 71 FROM
 TB0696'ITS INTERSECTION WITH TRUNK HIGHWAY 65 AT LITTLEFORK AND 0.05 MILE
 TB0696'NORTH OF COUNTY ROAD 78. THE MARK IS 30 FT. EAST OF THE CENTER OF
 TB0696'COUNTY ROAD 78, 73.4 FT. NORTHEAST OF A TELEPHONE BURIED CABLE MARKER
 TB0696'NUMBER D 158, 61.4 FT. NORTHEAST OF A WOOD CORNER FENCE POST, 2.5 FT.
 TB0696'SOUTHWEST OF A POWER POLE NUMBER LB 214 AND 1 FT. SOUTH OF A STEEL
 TB0696'WITNESS POST.
 TB0696
 TB0696                          STATION RECOVERY (1980)
 TB0696
 TB0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 TB0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5219 ***********************************************************************
 DF5219  DESIGNATION -  3612 Q
 DF5219  PID         -  DF5219
 DF5219  STATE/COUNTY-  MN/KOOCHICHING
 DF5219  COUNTRY     -  US
 DF5219  USGS QUAD   -  LITTLEFORK SW (1970)
 DF5219
 DF5219                         *CURRENT SURVEY CONTROL
 DF5219  ______________________________________________________________________
 DF5219* NAD 83(1986) POSITION- 48 21 04.     (N) 093 41 13.     (W)   SCALED    
 DF5219* NAVD 88 ORTHO HEIGHT -   355.82   (meters)    1167.4   (feet) RESET     
 DF5219  ______________________________________________________________________
 DF5219  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 DF5219  VERT ORDER      -  THIRD
 DF5219
 DF5219.The horizontal coordinates were scaled from a topographic map and have
 DF5219.an estimated accuracy of +/- 6 seconds.
 DF5219.
 DF5219.The orthometric height was computed from unverified reset data.
 DF5219
 DF5219.No vertical observational check was made to the station.
 DF5219
 DF5219;                    North         East    Units  Estimated Accuracy
 DF5219;SPC MN N     -   305,960.      756,500.      MT  (+/- 180 meters Scaled)
 DF5219
 DF5219                          SUPERSEDED SURVEY CONTROL
 DF5219
 DF5219.No superseded survey control is available for this station.
 DF5219
 DF5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP491555(NAD 83)
 DF5219
 DF5219_MARKER: DV = VERTICAL CONTROL DISK
 DF5219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5219_SP_SET: ALUMINUM
 DF5219_STAMPING: 3612 Q 1989
 DF5219_MARK LOGO: MNDT  
 DF5219_PROJECTION: FLUSH
 DF5219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5219_ROD/PIPE-DEPTH:  6.1 meters
 DF5219
 DF5219  HISTORY     - Date     Condition        Report By
 DF5219  HISTORY     - 1989     MONUMENTED       MNDT
 DF5219
 DF5219                          STATION DESCRIPTION
 DF5219
 DF5219'DESCRIBED BY MN DEPT OF TRANSP 1989
 DF5219'6 MI (9.7 KM) WSW OF LITTLEFORK, 6.35 MI (10.22 KM) SOUTH ALONG TH 71
 DF5219'FROM JCT OF TH 71 AND TH 65, 174 FT (53.0 M) ESE OF TH 71, AT TH 71 MP
 DF5219'397.55, 30 FT (9.1 M) NE OF DIM TRAIL, 1.3 FT (0.4 M) WEST OF WIT
 DF5219'POST, STA IS A MNDT ALUMINUM VCM DISK STAMPED 3612 Q 1989 ON A DRIVEN
 DF5219'20 FT (6.1 M) LONG 3/4 INCH ALUMINUM ROD THAT PROJECTS 0.2 FT (6.1 CM)
 DF5219'AND IS ABOUT 5 FT (1.5 M) BELOW THE LEVEL OF TH 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5220 ***********************************************************************
 DF5220  DESIGNATION -  3612 R
 DF5220  PID         -  DF5220
 DF5220  STATE/COUNTY-  MN/KOOCHICHING
 DF5220  COUNTRY     -  US
 DF5220  USGS QUAD   -  LITTLEFORK SW (1970)
 DF5220
 DF5220                         *CURRENT SURVEY CONTROL
 DF5220  ______________________________________________________________________
 DF5220* NAD 83(1986) POSITION- 48 17 35.     (N) 093 44 06.     (W)   SCALED    
 DF5220* NAVD 88 ORTHO HEIGHT -   359.84   (meters)    1180.6   (feet) RESET     
 DF5220  ______________________________________________________________________
 DF5220  GEOID HEIGHT    -        -29.60  (meters)                     GEOID09
 DF5220  VERT ORDER      -  THIRD
 DF5220
 DF5220.The horizontal coordinates were scaled from a topographic map and have
 DF5220.an estimated accuracy of +/- 6 seconds.
 DF5220.
 DF5220.The orthometric height was computed from unverified reset data.
 DF5220
 DF5220.No vertical observational check was made to the station.
 DF5220
 DF5220;                    North         East    Units  Estimated Accuracy
 DF5220;SPC MN N     -   299,540.      752,890.      MT  (+/- 180 meters Scaled)
 DF5220
 DF5220                          SUPERSEDED SURVEY CONTROL
 DF5220
 DF5220.No superseded survey control is available for this station.
 DF5220
 DF5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP454491(NAD 83)
 DF5220
 DF5220_MARKER: DV = VERTICAL CONTROL DISK
 DF5220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5220_SP_SET: ALUMINUM
 DF5220_STAMPING: 3612 R 1989
 DF5220_MARK LOGO: MNDT  
 DF5220_PROJECTION: FLUSH
 DF5220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5220_ROD/PIPE-DEPTH:  6.1 meters
 DF5220
 DF5220  HISTORY     - Date     Condition        Report By
 DF5220  HISTORY     - 1989     MONUMENTED       MNDT
 DF5220
 DF5220                          STATION DESCRIPTION
 DF5220
 DF5220'DESCRIBED BY MN DEPT OF TRANSP 1989
 DF5220'7.5 MI (12.1 KM) NNE OF BIG FALLS, 8.1 MI (13.0 KM) NORTH ALONG TH 71
 DF5220'FROM JCT OF TH 71 AND TH 6, 230 FT (70.1 M) WNW OF TH 71, AT TH 71 MP
 DF5220'392.85, 2.3 FT (0.7 M) SSW OF P-POLE LB104, 76 FT (23.2 M) NORTH OF
 DF5220'STEEL R/W POST, 1.6 FT (0.5 M) NORTH OF WIT POST, STA IS A MNDT
 DF5220'ALUMINUM VCM DISK STAMPED 3612 R 1989 ON A DRIVEN 20 FT (6.1 M) LONG
 DF5220'3/4 INCH ALUMINUM ROD THAT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI2767 ***********************************************************************
 DI2767  DESIGNATION -  3612 S
 DI2767  PID         -  DI2767
 DI2767  STATE/COUNTY-  MN/KOOCHICHING
 DI2767  COUNTRY     -  US
 DI2767  USGS QUAD   -  BIG FALLS (1971)
 DI2767
 DI2767                         *CURRENT SURVEY CONTROL
 DI2767  ______________________________________________________________________
 DI2767* NAD 83(1986) POSITION- 48 11 45.7    (N) 093 47 59.9    (W)   HD_HELD2  
 DI2767* NAVD 88 ORTHO HEIGHT -   365.731  (meters)    1199.90  (feet) ADJUSTED  
 DI2767  ______________________________________________________________________
 DI2767  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 DI2767  DYNAMIC HEIGHT  -        365.803 (meters)     1200.14  (feet) COMP
 DI2767  MODELED GRAVITY -    980,796.7   (mgal)                       NAVD 88
 DI2767
 DI2767  VERT ORDER      -  SECOND    CLASS I
 DI2767
 DI2767.The horizontal coordinates were established by autonomous hand held GPS
 DI2767.observations and have an estimated accuracy of +/- 10 meters.
 DI2767.
 DI2767.The orthometric height was determined by differential leveling and
 DI2767.adjusted in March 2007.
 DI2767
 DI2767.No vertical observational check was made to the station.
 DI2767
 DI2767.Photographs are available for this station.
 DI2767
 DI2767.The dynamic height is computed by dividing the NAVD 88
 DI2767.geopotential number by the normal gravity value computed on the
 DI2767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI2767.degrees latitude (g = 980.6199 gals.).
 DI2767
 DI2767.The modeled gravity was interpolated from observed gravity values.
 DI2767
 DI2767;                    North         East    Units  Estimated Accuracy
 DI2767;SPC MN N     -   288,791.      747,967.      MT  (+/- 10 meters HH2 GPS)
 DI2767
 DI2767                          SUPERSEDED SURVEY CONTROL
 DI2767
 DI2767.No superseded survey control is available for this station.
 DI2767
 DI2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP4055238397(NAD 83)
 DI2767
 DI2767_MARKER: DB = BENCH MARK DISK
 DI2767_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI2767_SP_SET: BRIDGE RAILING
 DI2767_STAMPING: 3612 S 1979
 DI2767_MARK LOGO: MNDT  
 DI2767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI2767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI2767+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2006
 DI2767
 DI2767  HISTORY     - Date     Condition        Report By
 DI2767  HISTORY     - 1979     MONUMENTED       MNDT
 DI2767  HISTORY     - 20030602 GOOD             MNDT
 DI2767  HISTORY     - 20061128 GOOD             MNDT
 DI2767
 DI2767                          STATION DESCRIPTION
 DI2767
 DI2767'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DI2767'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS ON THE NORTH
 DI2767'EDGE OF BIG FALLS, IN RAILING AT NE COR OF TH BRDG NO 36011 OVER BIG
 DI2767'FORK RIVER, 0.25 MI (0.40 KM) NNE ALONG TH 71 FROM THE JCT OF TH 71
 DI2767'AND TH 6 IN BIG FALLS, AT TH 71 MP 385.15, 25.4 FT (7.7 M) EAST OF TH
 DI2767'71, 21.0 FT (6.4 M) SOUTH OF NORTH END OF BRDG, FLUSH, NOT MAGNETIC,
 DI2767'AND SUITABLE FOR GPS.
 DI2767
 DI2767                          STATION RECOVERY (2006)
 DI2767
 DI2767'RECOVERY NOTE BY MN DEPT OF TRANSP 2006
 DI2767'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5224 ***********************************************************************
 DF5224  DESIGNATION -  3613 E
 DF5224  PID         -  DF5224
 DF5224  STATE/COUNTY-  MN/KOOCHICHING
 DF5224  COUNTRY     -  US
 DF5224  USGS QUAD   -  PELLAND (1970)
 DF5224
 DF5224                         *CURRENT SURVEY CONTROL
 DF5224  ______________________________________________________________________
 DF5224* NAD 83(1986) POSITION- 48 31 22.     (N) 093 34 28.     (W)   SCALED    
 DF5224* NAVD 88 ORTHO HEIGHT -   339.63   (meters)    1114.3   (feet) RESET     
 DF5224  ______________________________________________________________________
 DF5224  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 DF5224  VERT ORDER      -  THIRD
 DF5224
 DF5224.The horizontal coordinates were scaled from a topographic map and have
 DF5224.an estimated accuracy of +/- 6 seconds.
 DF5224.
 DF5224.The orthometric height was computed from unverified reset data.
 DF5224
 DF5224.No vertical observational check was made to the station.
 DF5224
 DF5224;                    North         East    Units  Estimated Accuracy
 DF5224;SPC MN N     -   325,000.      764,960.      MT  (+/- 180 meters Scaled)
 DF5224
 DF5224                          SUPERSEDED SURVEY CONTROL
 DF5224
 DF5224.No superseded survey control is available for this station.
 DF5224
 DF5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP575745(NAD 83)
 DF5224
 DF5224_MARKER: DV = VERTICAL CONTROL DISK
 DF5224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5224_SP_SET: ALUMINUM
 DF5224_STAMPING: 3613 E 1989
 DF5224_MARK LOGO: MNDT  
 DF5224_PROJECTION: FLUSH
 DF5224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5224_ROD/PIPE-DEPTH:  6.1 meters
 DF5224
 DF5224  HISTORY     - Date     Condition        Report By
 DF5224  HISTORY     - 1989     MONUMENTED       MNDT
 DF5224
 DF5224                          STATION DESCRIPTION
 DF5224
 DF5224'DESCRIBED BY MN DEPT OF TRANSP 1989 (JRB)
 DF5224'0.25 MI (0.40 KM) SSW OF PELLAND, 0.25 MI (0.40 KM) SOUTH ALONG TH 71
 DF5224'FROM JCT OF TH 71 AND TH 11, 183 FT (55.8 M) WEST OF TH 71, AT TH 71
 DF5224'MP 412.3, 20 FT (6.1 M) SOUTH OF TRAIL, 1.4 FT (0.4 M) EAST OF WIT
 DF5224'POST, STA IS A MNDT ALUMINUM VCM DISK STAMPED 3613 E 1989 ON A DRIVEN
 DF5224'20 FT (6.1 M) LONG 3/4 INCH ALUMINUM ROD THAT IS FLUSH AND ABOUT 2 FT
 DF5224'(0.6 M) LOWER THAN TH 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5225 ***********************************************************************
 DF5225  DESIGNATION -  3613 F
 DF5225  PID         -  DF5225
 DF5225  STATE/COUNTY-  MN/KOOCHICHING
 DF5225  COUNTRY     -  US
 DF5225  USGS QUAD   -  PELLAND (1970)
 DF5225
 DF5225                         *CURRENT SURVEY CONTROL
 DF5225  ______________________________________________________________________
 DF5225* NAD 83(1986) POSITION- 48 31 22.     (N) 093 34 28.     (W)   SCALED    
 DF5225* NAVD 88 ORTHO HEIGHT -   340.96   (meters)    1118.6   (feet) RESET     
 DF5225  ______________________________________________________________________
 DF5225  GEOID HEIGHT    -        -30.31  (meters)                     GEOID09
 DF5225  VERT ORDER      -  THIRD
 DF5225
 DF5225.The horizontal coordinates were scaled from a topographic map and have
 DF5225.an estimated accuracy of +/- 6 seconds.
 DF5225.
 DF5225.The orthometric height was computed from unverified reset data.
 DF5225
 DF5225.No vertical observational check was made to the station.
 DF5225
 DF5225;                    North         East    Units  Estimated Accuracy
 DF5225;SPC MN N     -   325,000.      764,960.      MT  (+/- 180 meters Scaled)
 DF5225
 DF5225                          SUPERSEDED SURVEY CONTROL
 DF5225
 DF5225.No superseded survey control is available for this station.
 DF5225
 DF5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP575745(NAD 83)
 DF5225
 DF5225_MARKER: DV = VERTICAL CONTROL DISK
 DF5225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5225_SP_SET: ALUMINUM
 DF5225_STAMPING: 3613 F 1989
 DF5225_MARK LOGO: MNDT  
 DF5225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5225+STABILITY: SURFACE MOTION
 DF5225
 DF5225  HISTORY     - Date     Condition        Report By
 DF5225  HISTORY     - 1989     MONUMENTED       MNDT
 DF5225
 DF5225                          STATION DESCRIPTION
 DF5225
 DF5225'DESCRIBED BY MN DEPT OF TRANSP 1989 (JRB)
 DF5225'0.75 MI (1.21 KM) SSW OF PELLAND, 0.75 MI (1.21 KM) SOUTH ALONG TH 71
 DF5225'FROM JCT OF TH 71 AND TH 11.  153 FT (46.6 M) WEST OF TH 71, AT TH 71
 DF5225'MP 411.8, 29.5 FT (9.0 M) SOUTH OF ENT, 54 FT (16.5 M) ENE OF P-POLE
 DF5225'WITH ANCHOR,1.2 FT EAST OF WIT POAT.STA IS A MNDT ALUMINUM VCM DISK
 DF5225'STAMPED 3613 F 1989 ON A DRIVEN (NO RECORD OF LENGTH) 3/4 INCH
 DF5225'ALUMINUM ROD THAT PROJECTS 0.1 FT (3.0 CM) AND IS ABOUT 2 FR BELOW
 DF5225'LEVEL OF TH 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5217 ***********************************************************************
 DF5217  DESIGNATION -  3613 G
 DF5217  PID         -  DF5217
 DF5217  STATE/COUNTY-  MN/KOOCHICHING
 DF5217  COUNTRY     -  US
 DF5217  USGS QUAD   -  LITTLEFORK (1970)
 DF5217
 DF5217                         *CURRENT SURVEY CONTROL
 DF5217  ______________________________________________________________________
 DF5217* NAD 83(1986) POSITION- 48 25 59.     (N) 093 34 15.     (W)   SCALED    
 DF5217* NAVD 88 ORTHO HEIGHT -   338.77   (meters)    1111.4   (feet) RESET     
 DF5217  ______________________________________________________________________
 DF5217  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 DF5217  VERT ORDER      -  THIRD
 DF5217
 DF5217.The horizontal coordinates were scaled from a topographic map and have
 DF5217.an estimated accuracy of +/- 6 seconds.
 DF5217.
 DF5217.The orthometric height was computed from unverified reset data.
 DF5217
 DF5217.No vertical observational check was made to the station.
 DF5217
 DF5217;                    North         East    Units  Estimated Accuracy
 DF5217;SPC MN N     -   315,020.      765,160.      MT  (+/- 180 meters Scaled)
 DF5217
 DF5217                          SUPERSEDED SURVEY CONTROL
 DF5217
 DF5217.No superseded survey control is available for this station.
 DF5217
 DF5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP577645(NAD 83)
 DF5217
 DF5217_MARKER: DV = VERTICAL CONTROL DISK
 DF5217_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5217_SP_SET: ALUMINUM
 DF5217_STAMPING: 3613 G 1989
 DF5217_MARK LOGO: MNDT  
 DF5217_PROJECTION: FLUSH
 DF5217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5217_ROD/PIPE-DEPTH: 10.7 meters
 DF5217
 DF5217  HISTORY     - Date     Condition        Report By
 DF5217  HISTORY     - 1989     MONUMENTED       MNDT
 DF5217
 DF5217                          STATION DESCRIPTION
 DF5217
 DF5217'DESCRIBED BY MN DEPT OF TRANSP 1989
 DF5217'2.5 MILES (4.0 KM) NORTH-NORTHWEST OF LITTLEFORK, 2.25 MILES (3.62 KM)
 DF5217'NORTH ALONG TH 71 FROM JUNCTION OF TH 71 AND TH 65, 390 FT (118.9 M)
 DF5217'WEST OF TH 71, AT TH 71 MP 406.2, 55 FT (16.8 M) NORTH OF CO RD 79,
 DF5217'45.8 FT (14.0 M) EAST-SOUTHEAST OF P-POLE, 1.1 FT (0.3 M)
 DF5217'SOUTH-SOUTHEAST OF END FENCE POST, 121 FT (36.9 M) SOUTHWEST OF
 DF5217'SOUTHWEST CORNER OF CHURCH, 0.9 FT (27.4 CM) EAST OF WIT POST.  A MNDT
 DF5217'ALUMINUM VCM DISK STAMPED 3613 G 1989 ON A DRIVEN 35 FT (10.7 M) LONG
 DF5217'3/4 INCH ALUMINUM ROD THAT IS RECESSED 0.1 FT (3.0 CM) AND IS ABOUT 1
 DF5217'FT (0.3 M) LOWER THAN CO RD 79.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5222 ***********************************************************************
 DF5222  DESIGNATION -  3613 H
 DF5222  PID         -  DF5222
 DF5222  STATE/COUNTY-  MN/KOOCHICHING
 DF5222  COUNTRY     -  US
 DF5222  USGS QUAD   -  LITTLEFORK (1970)
 DF5222
 DF5222                         *CURRENT SURVEY CONTROL
 DF5222  ______________________________________________________________________
 DF5222* NAD 83(1986) POSITION- 48 25 59.     (N) 093 34 16.     (W)   SCALED    
 DF5222* NAVD 88 ORTHO HEIGHT -   340.81   (meters)    1118.1   (feet) RESET     
 DF5222  ______________________________________________________________________
 DF5222  GEOID HEIGHT    -        -30.17  (meters)                     GEOID09
 DF5222  VERT ORDER      -  THIRD
 DF5222
 DF5222.The horizontal coordinates were scaled from a topographic map and have
 DF5222.an estimated accuracy of +/- 6 seconds.
 DF5222.
 DF5222.The orthometric height was computed from unverified reset data.
 DF5222
 DF5222.No vertical observational check was made to the station.
 DF5222
 DF5222;                    North         East    Units  Estimated Accuracy
 DF5222;SPC MN N     -   315,020.      765,140.      MT  (+/- 180 meters Scaled)
 DF5222
 DF5222                          SUPERSEDED SURVEY CONTROL
 DF5222
 DF5222.No superseded survey control is available for this station.
 DF5222
 DF5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP577645(NAD 83)
 DF5222
 DF5222_MARKER: DD = SURVEY DISK
 DF5222_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5222_SP_SET: BRIDGE ABUTMENT
 DF5222_STAMPING: 3613 H 1989
 DF5222_MARK LOGO: MNDT  
 DF5222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5222
 DF5222  HISTORY     - Date     Condition        Report By
 DF5222  HISTORY     - 1989     MONUMENTED       MNDT
 DF5222
 DF5222                          STATION DESCRIPTION
 DF5222
 DF5222'DESCRIBED BY MN DEPT OF TRANSP 1989 (JRB)
 DF5222'2 MI (3.2 KM) NNW OF LITTLEFORK, 1.65 MI (2.66 KM) NORTH ALONG TH 71
 DF5222'FROM JCT OF TH 71 AND TH 65, IN SE COR OF TH 71 BRDG 36013, 26.5 FT
 DF5222'(8.1 M) ESE OF TH 71, AT TH 71 MP 405.6, 1.3 FT (0.4 M) EAST OF SE COR
 DF5222'OF BRDG.  STA IS A MNDT BENCH MARK DISK STAMPED 3613 H 1989 SET FLUSH
 DF5222'IN BRDG ABUT AND ABOUT 0.5 FT (15.2 CM) HIGHER THAN TH 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5237 ***********************************************************************
 DF5237  DESIGNATION -  3613 J
 DF5237  PID         -  DF5237
 DF5237  STATE/COUNTY-  MN/KOOCHICHING
 DF5237  COUNTRY     -  US
 DF5237  USGS QUAD   -  LITTLEFORK (1970)
 DF5237
 DF5237                         *CURRENT SURVEY CONTROL
 DF5237  ______________________________________________________________________
 DF5237* NAD 83(1986) POSITION- 48 27 43.     (N) 093 34 56.     (W)   SCALED    
 DF5237* NAVD 88 ORTHO HEIGHT -   338.39   (meters)    1110.2   (feet) RESET     
 DF5237  ______________________________________________________________________
 DF5237  GEOID HEIGHT    -        -30.22  (meters)                     GEOID09
 DF5237  VERT ORDER      -  THIRD
 DF5237
 DF5237.The horizontal coordinates were scaled from a topographic map and have
 DF5237.an estimated accuracy of +/- 6 seconds.
 DF5237.
 DF5237.The orthometric height was computed from unverified reset data.
 DF5237
 DF5237.No vertical observational check was made to the station.
 DF5237
 DF5237;                    North         East    Units  Estimated Accuracy
 DF5237;SPC MN N     -   318,230.      764,340.      MT  (+/- 180 meters Scaled)
 DF5237
 DF5237                          SUPERSEDED SURVEY CONTROL
 DF5237
 DF5237.No superseded survey control is available for this station.
 DF5237
 DF5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP569678(NAD 83)
 DF5237
 DF5237_MARKER: DD = SURVEY DISK
 DF5237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF5237_STAMPING: 3613 J 1989
 DF5237_MARK LOGO: MNDT  
 DF5237_PROJECTION: FLUSH
 DF5237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5237_ROD/PIPE-DEPTH:  9.1 meters
 DF5237
 DF5237  HISTORY     - Date     Condition        Report By
 DF5237  HISTORY     - 1989     MONUMENTED       MNDT
 DF5237
 DF5237                          STATION DESCRIPTION
 DF5237
 DF5237'DESCRIBED BY MN DEPT OF TRANSP 1989
 DF5237'4.5 MILES (7.2 KM) NORTH-NORTHWEST OF LITTLEFORK, 4.4 MILES (7.1 KM)
 DF5237'NORTH ALONG TH 71 FROM JUNCTION OF TH 71 AND TH 65, 196.0 FEET (59.7
 DF5237'M) WEST OF TH 71, AT TH 71 MILEPOST 408.35, OPPOSITE TWP ROAD EAST,
 DF5237'3.8 FEET (1.2 M) EAST-SOUTHEAST OF STEEL R/W POST, 2.3 FEET (0.7 M)
 DF5237'EAST OF WITNESS POST.  STATION IS A MNDT ALUMINUM VCM DISK ON A DRIVEN
 DF5237'30 FEET (9.1 M) LONG 3/4 INCH ALUMINUM ROD THAT PROJECTS 0.2 FEET (6.1
 DF5237'CM) AND  5.0 FEET (1.5 M) BELOW THE LEVEL OF TH 71.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4077 ***********************************************************************
 DI4077  DESIGNATION -  3614 A
 DI4077  PID         -  DI4077
 DI4077  STATE/COUNTY-  MN/KOOCHICHING
 DI4077  COUNTRY     -  US
 DI4077  USGS QUAD   -  RAY (1986)
 DI4077
 DI4077                         *CURRENT SURVEY CONTROL
 DI4077  ______________________________________________________________________
 DI4077* NAD 83(1986) POSITION- 48 24 38.73   (N) 093 13 25.11   (W)   HD_HELD1  
 DI4077* NAVD 88 ORTHO HEIGHT -   366.617  (meters)    1202.81  (feet) ADJUSTED  
 DI4077  ______________________________________________________________________
 DI4077  GEOID HEIGHT    -        -30.66  (meters)                     GEOID09
 DI4077  DYNAMIC HEIGHT  -        366.695 (meters)     1203.07  (feet) COMP
 DI4077  MODELED GRAVITY -    980,813.0   (mgal)                       NAVD 88
 DI4077
 DI4077  VERT ORDER      -  SECOND    CLASS I
 DI4077
 DI4077.The horizontal coordinates were established by differentially corrected
 DI4077.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4077.
 DI4077.The orthometric height was determined by differential leveling and
 DI4077.adjusted in June 2007.
 DI4077
 DI4077.No vertical observational check was made to the station.
 DI4077
 DI4077.Photographs are available for this station.
 DI4077
 DI4077.The dynamic height is computed by dividing the NAVD 88
 DI4077.geopotential number by the normal gravity value computed on the
 DI4077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4077.degrees latitude (g = 980.6199 gals.).
 DI4077
 DI4077.The modeled gravity was interpolated from observed gravity values.
 DI4077
 DI4077;                    North         East    Units  Estimated Accuracy
 DI4077;SPC MN N     -   312,438.6     790,847.1     MT  (+/- 3 meters HH1 GPS) 
 DI4077
 DI4077                          SUPERSEDED SURVEY CONTROL
 DI4077
 DI4077.No superseded survey control is available for this station.
 DI4077
 DI4077_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8345061980(NAD 83)
 DI4077
 DI4077_MARKER: DD = SURVEY DISK
 DI4077_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4077_STAMPING: 3614 A 2005
 DI4077_MARK LOGO: MNDT  
 DI4077_PROJECTION: FLUSH
 DI4077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4077+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4077_ROD/PIPE-DEPTH:  4.6 meters
 DI4077
 DI4077  HISTORY     - Date     Condition        Report By
 DI4077  HISTORY     - 2005     MONUMENTED       MNDT
 DI4077
 DI4077                          STATION DESCRIPTION
 DI4077
 DI4077'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4077'1.0 MILES WEST ALONG TRUNK HIGHWAY 217 FROM JUNCTION OF TRUNK HIGHWAY
 DI4077'217 AND TRUNK HIGHWAY 53 IN RAY, AT TRUNK HIGHWAY MILEPOINT 16.3, 41.4
 DI4077'FEET SOUTH OF TRUNK HIGHWAY 217, 13.9 FEET EAST OF FIELD ENTRANCE, 1.0
 DI4077'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4094 ***********************************************************************
 DI4094  DESIGNATION -  3614 B
 DI4094  PID         -  DI4094
 DI4094  STATE/COUNTY-  MN/KOOCHICHING
 DI4094  COUNTRY     -  US
 DI4094  USGS QUAD   -  RAY (1986)
 DI4094
 DI4094                         *CURRENT SURVEY CONTROL
 DI4094  ______________________________________________________________________
 DI4094* NAD 83(1986) POSITION- 48 24 38.57   (N) 093 14 46.29   (W)   HD_HELD1  
 DI4094* NAVD 88 ORTHO HEIGHT -   357.283  (meters)    1172.19  (feet) ADJUSTED  
 DI4094  ______________________________________________________________________
 DI4094  GEOID HEIGHT    -        -30.63  (meters)                     GEOID09
 DI4094  DYNAMIC HEIGHT  -        357.359 (meters)     1172.44  (feet) COMP
 DI4094  MODELED GRAVITY -    980,813.5   (mgal)                       NAVD 88
 DI4094
 DI4094  VERT ORDER      -  SECOND    CLASS I
 DI4094
 DI4094.The horizontal coordinates were established by differentially corrected
 DI4094.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4094.
 DI4094.The orthometric height was determined by differential leveling and
 DI4094.adjusted in June 2007.
 DI4094
 DI4094.No vertical observational check was made to the station.
 DI4094
 DI4094.Photographs are available for this station.
 DI4094
 DI4094.The dynamic height is computed by dividing the NAVD 88
 DI4094.geopotential number by the normal gravity value computed on the
 DI4094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4094.degrees latitude (g = 980.6199 gals.).
 DI4094
 DI4094.The modeled gravity was interpolated from observed gravity values.
 DI4094
 DI4094;                    North         East    Units  Estimated Accuracy
 DI4094;SPC MN N     -   312,436.6     789,177.8     MT  (+/- 3 meters HH1 GPS) 
 DI4094
 DI4094                          SUPERSEDED SURVEY CONTROL
 DI4094
 DI4094.No superseded survey control is available for this station.
 DI4094
 DI4094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8178161980(NAD 83)
 DI4094
 DI4094_MARKER: DD = SURVEY DISK
 DI4094_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4094_STAMPING: 3614 B 2005
 DI4094_MARK LOGO: MNDT  
 DI4094_PROJECTION: FLUSH
 DI4094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4094+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4094_ROD/PIPE-DEPTH:  5.8 meters
 DI4094
 DI4094  HISTORY     - Date     Condition        Report By
 DI4094  HISTORY     - 2005     MONUMENTED       MNDT
 DI4094
 DI4094                          STATION DESCRIPTION
 DI4094
 DI4094'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4094'2.0 MILES WEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY 217 FROM
 DI4094'JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, AT TRUNK
 DI4094'HIGHWAY 217 MILEPOINT 15.3, 62.5 FEET SOUTH OF TRUNK HIGHWAY 217, 54.3
 DI4094'FEET EAST OF COUNTY ROAD 29, 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4093 ***********************************************************************
 DI4093  DESIGNATION -  3614 B 1
 DI4093  PID         -  DI4093
 DI4093  STATE/COUNTY-  MN/KOOCHICHING
 DI4093  COUNTRY     -  US
 DI4093  USGS QUAD   -  NETT LAKE RIVER EAST (1970)
 DI4093
 DI4093                         *CURRENT SURVEY CONTROL
 DI4093  ______________________________________________________________________
 DI4093* NAD 83(1986) POSITION- 48 14 58.32   (N) 093 15 42.23   (W)   HD_HELD1  
 DI4093* NAVD 88 ORTHO HEIGHT -   387.772  (meters)    1272.22  (feet) ADJUSTED  
 DI4093  ______________________________________________________________________
 DI4093  GEOID HEIGHT    -        -30.36  (meters)                     GEOID09
 DI4093  DYNAMIC HEIGHT  -        387.844 (meters)     1272.45  (feet) COMP
 DI4093  MODELED GRAVITY -    980,787.0   (mgal)                       NAVD 88
 DI4093
 DI4093  VERT ORDER      -  SECOND    CLASS I
 DI4093
 DI4093.The horizontal coordinates were established by differentially corrected
 DI4093.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4093.
 DI4093.The orthometric height was determined by differential leveling and
 DI4093.adjusted in June 2007.
 DI4093
 DI4093.No vertical observational check was made to the station.
 DI4093
 DI4093.Photographs are available for this station.
 DI4093
 DI4093.The dynamic height is computed by dividing the NAVD 88
 DI4093.geopotential number by the normal gravity value computed on the
 DI4093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4093.degrees latitude (g = 980.6199 gals.).
 DI4093
 DI4093.The modeled gravity was interpolated from observed gravity values.
 DI4093
 DI4093;                    North         East    Units  Estimated Accuracy
 DI4093;SPC MN N     -   294,517.2     787,990.0     MT  (+/- 3 meters HH1 GPS) 
 DI4093
 DI4093                          SUPERSEDED SURVEY CONTROL
 DI4093
 DI4093.No superseded survey control is available for this station.
 DI4093
 DI4093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8057044068(NAD 83)
 DI4093
 DI4093_MARKER: DD = SURVEY DISK
 DI4093_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4093_STAMPING: 3614 B 1 2005
 DI4093_MARK LOGO: MNDT  
 DI4093_PROJECTION: FLUSH
 DI4093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4093+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4093_ROD/PIPE-DEPTH:  3.0 meters
 DI4093
 DI4093  HISTORY     - Date     Condition        Report By
 DI4093  HISTORY     - 2005     MONUMENTED       MNDT
 DI4093
 DI4093                          STATION DESCRIPTION
 DI4093
 DI4093'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4093'12.0 MILES SOUTH SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY
 DI4093'217 FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO TRUNK
 DI4093'HIGHWAY 217 MILEPOST 15.30, THEN 3.55 MILES SOUTH ON COUNTY ROAD 29,
 DI4093'THEN 9.15 MILES SOUTH ON HANLEY ROAD, 36.9 FEET EAST OF HANLEY ROAD,
 DI4093'186.3 FEET NORTH OF DIM TRAIL WEST, 1.2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4080 ***********************************************************************
 DI4080  DESIGNATION -  3614 B 2
 DI4080  PID         -  DI4080
 DI4080  STATE/COUNTY-  MN/KOOCHICHING
 DI4080  COUNTRY     -  US
 DI4080  USGS QUAD   -  ERICSBURG SE (1986)
 DI4080
 DI4080                         *CURRENT SURVEY CONTROL
 DI4080  ______________________________________________________________________
 DI4080* NAD 83(1986) POSITION- 48 15 23.91   (N) 093 15 40.98   (W)   HD_HELD1  
 DI4080* NAVD 88 ORTHO HEIGHT -   387.075  (meters)    1269.93  (feet) ADJUSTED  
 DI4080  ______________________________________________________________________
 DI4080  GEOID HEIGHT    -        -30.36  (meters)                     GEOID09
 DI4080  DYNAMIC HEIGHT  -        387.148 (meters)     1270.17  (feet) COMP
 DI4080  MODELED GRAVITY -    980,788.2   (mgal)                       NAVD 88
 DI4080
 DI4080  VERT ORDER      -  SECOND    CLASS I
 DI4080
 DI4080.The horizontal coordinates were established by differentially corrected
 DI4080.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4080.
 DI4080.The orthometric height was determined by differential leveling and
 DI4080.adjusted in June 2007.
 DI4080
 DI4080.No vertical observational check was made to the station.
 DI4080
 DI4080.Photographs are available for this station.
 DI4080
 DI4080.The dynamic height is computed by dividing the NAVD 88
 DI4080.geopotential number by the normal gravity value computed on the
 DI4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4080.degrees latitude (g = 980.6199 gals.).
 DI4080
 DI4080.The modeled gravity was interpolated from observed gravity values.
 DI4080
 DI4080;                    North         East    Units  Estimated Accuracy
 DI4080;SPC MN N     -   295,307.5     788,017.4     MT  (+/- 3 meters HH1 GPS) 
 DI4080
 DI4080                          SUPERSEDED SURVEY CONTROL
 DI4080
 DI4080.No superseded survey control is available for this station.
 DI4080
 DI4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8059844858(NAD 83)
 DI4080
 DI4080_MARKER: DD = SURVEY DISK
 DI4080_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4080_STAMPING: 3614 B 2 2005
 DI4080_MARK LOGO: MNDT  
 DI4080_PROJECTION: FLUSH
 DI4080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4080+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4080_ROD/PIPE-DEPTH:  3.0 meters
 DI4080
 DI4080  HISTORY     - Date     Condition        Report By
 DI4080  HISTORY     - 2005     MONUMENTED       MNDT
 DI4080
 DI4080                          STATION DESCRIPTION
 DI4080
 DI4080'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4080'11.50 MILES SOUTH SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK
 DI4080'HIGHWAY 217 FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO
 DI4080'TRUNK HIGHWAY 217 MILEPOST 15.30, THEN 3.55 MILES SOUTH ON COUNTY ROAD
 DI4080'29, THEN 8.65 MILES SOUTH ON HANLEY ROAD, 34.6 FEET EAST OF HANLEY
 DI4080'ROAD, 10.2 FEET SOUTH OF DIM TRAIL EAST, 1.2 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4092 ***********************************************************************
 DI4092  DESIGNATION -  3614 B 3
 DI4092  PID         -  DI4092
 DI4092  STATE/COUNTY-  MN/KOOCHICHING
 DI4092  COUNTRY     -  US
 DI4092  USGS QUAD   -  ERICSBURG SE (1986)
 DI4092
 DI4092                         *CURRENT SURVEY CONTROL
 DI4092  ______________________________________________________________________
 DI4092* NAD 83(1986) POSITION- 48 16 38.56   (N) 093 15 28.23   (W)   HD_HELD1  
 DI4092* NAVD 88 ORTHO HEIGHT -   370.883  (meters)    1216.81  (feet) ADJUSTED  
 DI4092  ______________________________________________________________________
 DI4092  GEOID HEIGHT    -        -30.39  (meters)                     GEOID09
 DI4092  DYNAMIC HEIGHT  -        370.954 (meters)     1217.04  (feet) COMP
 DI4092  MODELED GRAVITY -    980,791.9   (mgal)                       NAVD 88
 DI4092
 DI4092  VERT ORDER      -  SECOND    CLASS I
 DI4092
 DI4092.The horizontal coordinates were established by differentially corrected
 DI4092.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4092.
 DI4092.The orthometric height was determined by differential leveling and
 DI4092.adjusted in June 2007.
 DI4092
 DI4092.No vertical observational check was made to the station.
 DI4092
 DI4092.Photographs are available for this station.
 DI4092
 DI4092.The dynamic height is computed by dividing the NAVD 88
 DI4092.geopotential number by the normal gravity value computed on the
 DI4092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4092.degrees latitude (g = 980.6199 gals.).
 DI4092
 DI4092.The modeled gravity was interpolated from observed gravity values.
 DI4092
 DI4092;                    North         East    Units  Estimated Accuracy
 DI4092;SPC MN N     -   297,612.6     788,285.1     MT  (+/- 3 meters HH1 GPS) 
 DI4092
 DI4092                          SUPERSEDED SURVEY CONTROL
 DI4092
 DI4092.No superseded survey control is available for this station.
 DI4092
 DI4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8086947162(NAD 83)
 DI4092
 DI4092_MARKER: DD = SURVEY DISK
 DI4092_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4092_STAMPING: 3614 B 3 2005
 DI4092_MARK LOGO: MNDT  
 DI4092_PROJECTION: RECESSED 3 CENTIMETERS
 DI4092_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4092+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4092_ROD/PIPE-DEPTH:  9.1 meters
 DI4092
 DI4092  HISTORY     - Date     Condition        Report By
 DI4092  HISTORY     - 2005     MONUMENTED       MNDT
 DI4092
 DI4092                          STATION DESCRIPTION
 DI4092
 DI4092'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4092'9.50 MILES SOUTH SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY
 DI4092'217 FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO TRUNK
 DI4092'HIGHWAY 217 MILEPOST 15.30, THEN 3.55 MILES SOUTH ON COUNTY ROAD 29,
 DI4092'THEN 7.10 MILES SOUTH ON HANLEY ROAD, 48.2 FEET SOUTHEAST OF HANLEY
 DI4092'ROAD, 15.8 FEET DIM TRAIL EAST, 1.2 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4086 ***********************************************************************
 DI4086  DESIGNATION -  3614 B 4
 DI4086  PID         -  DI4086
 DI4086  STATE/COUNTY-  MN/KOOCHICHING
 DI4086  COUNTRY     -  US
 DI4086  USGS QUAD   -  ERICSBURG SE (1986)
 DI4086
 DI4086                         *CURRENT SURVEY CONTROL
 DI4086  ______________________________________________________________________
 DI4086* NAD 83(1986) POSITION- 48 18 03.62   (N) 093 15 31.55   (W)   HD_HELD1  
 DI4086* NAVD 88 ORTHO HEIGHT -   361.562  (meters)    1186.22  (feet) ADJUSTED  
 DI4086  ______________________________________________________________________
 DI4086  GEOID HEIGHT    -        -30.41  (meters)                     GEOID09
 DI4086  DYNAMIC HEIGHT  -        361.632 (meters)     1186.45  (feet) COMP
 DI4086  MODELED GRAVITY -    980,796.1   (mgal)                       NAVD 88
 DI4086
 DI4086  VERT ORDER      -  SECOND    CLASS I
 DI4086
 DI4086.The horizontal coordinates were established by differentially corrected
 DI4086.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4086.
 DI4086.The orthometric height was determined by differential leveling and
 DI4086.adjusted in June 2007.
 DI4086
 DI4086.No vertical observational check was made to the station.
 DI4086
 DI4086.Photographs are available for this station.
 DI4086
 DI4086.The dynamic height is computed by dividing the NAVD 88
 DI4086.geopotential number by the normal gravity value computed on the
 DI4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4086.degrees latitude (g = 980.6199 gals.).
 DI4086
 DI4086.The modeled gravity was interpolated from observed gravity values.
 DI4086
 DI4086;                    North         East    Units  Estimated Accuracy
 DI4086;SPC MN N     -   300,239.9     788,222.0     MT  (+/- 3 meters HH1 GPS) 
 DI4086
 DI4086                          SUPERSEDED SURVEY CONTROL
 DI4086
 DI4086.No superseded survey control is available for this station.
 DI4086
 DI4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8080949788(NAD 83)
 DI4086
 DI4086_MARKER: DD = SURVEY DISK
 DI4086_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4086_STAMPING: 3614 B 4 2005
 DI4086_MARK LOGO: MNDT  
 DI4086_PROJECTION: FLUSH
 DI4086_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4086+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4086_ROD/PIPE-DEPTH: 10.7 meters
 DI4086
 DI4086  HISTORY     - Date     Condition        Report By
 DI4086  HISTORY     - 2005     MONUMENTED       MNDT
 DI4086
 DI4086                          STATION DESCRIPTION
 DI4086
 DI4086'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4086'7.50 MILES SOUTH SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY
 DI4086'217 FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO TRUNK
 DI4086'HIGHWAY 217 MILEPOST 15.30, THEN 3.55 MILES SOUTH ON COUNTY ROAD 29,
 DI4086'THEN 5.35 MILES SOUTH ON HANLEY ROAD, 42.7 FEET WEST OF HANLEY ROAD,
 DI4086'0.10 MILES NORTH OF A BRIDGE, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4079 ***********************************************************************
 DI4079  DESIGNATION -  3614 B 5
 DI4079  PID         -  DI4079
 DI4079  STATE/COUNTY-  MN/KOOCHICHING
 DI4079  COUNTRY     -  US
 DI4079  USGS QUAD   -  ERICSBURG SE (1986)
 DI4079
 DI4079                         *CURRENT SURVEY CONTROL
 DI4079  ______________________________________________________________________
 DI4079* NAD 83(1986) POSITION- 48 19 03.32   (N) 093 16 06.71   (W)   HD_HELD1  
 DI4079* NAVD 88 ORTHO HEIGHT -   368.132  (meters)    1207.78  (feet) ADJUSTED  
 DI4079  ______________________________________________________________________
 DI4079  GEOID HEIGHT    -        -30.42  (meters)                     GEOID09
 DI4079  DYNAMIC HEIGHT  -        368.205 (meters)     1208.02  (feet) COMP
 DI4079  MODELED GRAVITY -    980,799.4   (mgal)                       NAVD 88
 DI4079
 DI4079  VERT ORDER      -  SECOND    CLASS I
 DI4079
 DI4079.The horizontal coordinates were established by differentially corrected
 DI4079.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4079.
 DI4079.The orthometric height was determined by differential leveling and
 DI4079.adjusted in June 2007.
 DI4079
 DI4079.No vertical observational check was made to the station.
 DI4079
 DI4079.Photographs are available for this station.
 DI4079
 DI4079.The dynamic height is computed by dividing the NAVD 88
 DI4079.geopotential number by the normal gravity value computed on the
 DI4079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4079.degrees latitude (g = 980.6199 gals.).
 DI4079
 DI4079.The modeled gravity was interpolated from observed gravity values.
 DI4079
 DI4079;                    North         East    Units  Estimated Accuracy
 DI4079;SPC MN N     -   302,085.3     787,501.5     MT  (+/- 3 meters HH1 GPS) 
 DI4079
 DI4079                          SUPERSEDED SURVEY CONTROL
 DI4079
 DI4079.No superseded survey control is available for this station.
 DI4079
 DI4079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8009251634(NAD 83)
 DI4079
 DI4079_MARKER: DD = SURVEY DISK
 DI4079_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4079_STAMPING: 3614 B 5 2005
 DI4079_MARK LOGO: MNDT  
 DI4079_PROJECTION: RECESSED 3 CENTIMETERS
 DI4079_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4079+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4079_ROD/PIPE-DEPTH:  7.6 meters
 DI4079
 DI4079  HISTORY     - Date     Condition        Report By
 DI4079  HISTORY     - 2005     MONUMENTED       MNDT
 DI4079
 DI4079                          STATION DESCRIPTION
 DI4079
 DI4079'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4079'6.50 MILES SOUTH SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY
 DI4079'217 FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO TRUNK
 DI4079'HIGHWAY 217 MILEPOST 15.30, THEN 3.55 MILES SOUTH ON COUNTY ROAD 29,
 DI4079'THEN 3.60 MILES SOUTH ON HANLEY ROAD, 58.3 FEET EAST OF HANLEY ROAD,
 DI4079'92.7 FEET NORTH OF HANLEY ROAD, 1.6 FEET WEST OF WITNESS POST, THE
 DI4079'MARK IS IN THE NORTHEAST QUADRANT OF A TURN IN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4090 ***********************************************************************
 DI4090  DESIGNATION -  3614 B 6
 DI4090  PID         -  DI4090
 DI4090  STATE/COUNTY-  MN/KOOCHICHING
 DI4090  COUNTRY     -  US
 DI4090  USGS QUAD   -  ERICSBURG SE (1986)
 DI4090
 DI4090                         *CURRENT SURVEY CONTROL
 DI4090  ______________________________________________________________________
 DI4090* NAD 83(1986) POSITION- 48 21 40.11   (N) 093 16 05.60   (W)   HD_HELD1  
 DI4090* NAVD 88 ORTHO HEIGHT -   361.462  (meters)    1185.90  (feet) ADJUSTED  
 DI4090  ______________________________________________________________________
 DI4090  GEOID HEIGHT    -        -30.49  (meters)                     GEOID09
 DI4090  DYNAMIC HEIGHT  -        361.536 (meters)     1186.14  (feet) COMP
 DI4090  MODELED GRAVITY -    980,806.6   (mgal)                       NAVD 88
 DI4090
 DI4090  VERT ORDER      -  SECOND    CLASS I
 DI4090
 DI4090.The horizontal coordinates were established by differentially corrected
 DI4090.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4090.
 DI4090.The orthometric height was determined by differential leveling and
 DI4090.adjusted in June 2007.
 DI4090
 DI4090.No vertical observational check was made to the station.
 DI4090
 DI4090.Photographs are available for this station.
 DI4090
 DI4090.The dynamic height is computed by dividing the NAVD 88
 DI4090.geopotential number by the normal gravity value computed on the
 DI4090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4090.degrees latitude (g = 980.6199 gals.).
 DI4090
 DI4090.The modeled gravity was interpolated from observed gravity values.
 DI4090
 DI4090;                    North         East    Units  Estimated Accuracy
 DI4090;SPC MN N     -   306,927.9     787,534.9     MT  (+/- 3 meters HH1 GPS) 
 DI4090
 DI4090                          SUPERSEDED SURVEY CONTROL
 DI4090
 DI4090.No superseded survey control is available for this station.
 DI4090
 DI4090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8013156475(NAD 83)
 DI4090
 DI4090_MARKER: DD = SURVEY DISK
 DI4090_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4090_STAMPING: 3614 B 6 2005
 DI4090_MARK LOGO: MNDT  
 DI4090_PROJECTION: FLUSH
 DI4090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4090+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4090_ROD/PIPE-DEPTH:  4.9 meters
 DI4090
 DI4090  HISTORY     - Date     Condition        Report By
 DI4090  HISTORY     - 2005     MONUMENTED       MNDT
 DI4090
 DI4090                          STATION DESCRIPTION
 DI4090
 DI4090'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4090'3.5  MILES SOUTH SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY
 DI4090'217 FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO TRUNK
 DI4090'HIGHWAY 217 MILEPOST 15.30, THEN 3.55 MILES SOUTH ON COUNTY ROAD 29,
 DI4090'THEN 0.70 MILES SOUTH ON HANLEY ROAD, 49.7 FEET WEST OF HANLEY ROAD,
 DI4090'35.8 FEET SOUTH OF TRAIL ROAD WEST, 1.7 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4089 ***********************************************************************
 DI4089  DESIGNATION -  3614 B 7
 DI4089  PID         -  DI4089
 DI4089  STATE/COUNTY-  MN/KOOCHICHING
 DI4089  COUNTRY     -  US
 DI4089  USGS QUAD   -  RAY (1986)
 DI4089
 DI4089                         *CURRENT SURVEY CONTROL
 DI4089  ______________________________________________________________________
 DI4089* NAD 83(1986) POSITION- 48 22 52.96   (N) 093 14 47.61   (W)   HD_HELD1  
 DI4089* NAVD 88 ORTHO HEIGHT -   354.789  (meters)    1164.00  (feet) ADJUSTED  
 DI4089  ______________________________________________________________________
 DI4089  GEOID HEIGHT    -        -30.56  (meters)                     GEOID09
 DI4089  DYNAMIC HEIGHT  -        354.863 (meters)     1164.25  (feet) COMP
 DI4089  MODELED GRAVITY -    980,809.1   (mgal)                       NAVD 88
 DI4089
 DI4089  VERT ORDER      -  SECOND    CLASS I
 DI4089
 DI4089.The horizontal coordinates were established by differentially corrected
 DI4089.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4089.
 DI4089.The orthometric height was determined by differential leveling and
 DI4089.adjusted in June 2007.
 DI4089
 DI4089.No vertical observational check was made to the station.
 DI4089
 DI4089.Photographs are available for this station.
 DI4089
 DI4089.The dynamic height is computed by dividing the NAVD 88
 DI4089.geopotential number by the normal gravity value computed on the
 DI4089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4089.degrees latitude (g = 980.6199 gals.).
 DI4089
 DI4089.The modeled gravity was interpolated from observed gravity values.
 DI4089
 DI4089;                    North         East    Units  Estimated Accuracy
 DI4089;SPC MN N     -   309,174.7     789,144.5     MT  (+/- 3 meters HH1 GPS) 
 DI4089
 DI4089                          SUPERSEDED SURVEY CONTROL
 DI4089
 DI4089.No superseded survey control is available for this station.
 DI4089
 DI4089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8174358719(NAD 83)
 DI4089
 DI4089_MARKER: DV = VERTICAL CONTROL DISK
 DI4089_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI4089_SP_SET: BRIDGE ABUTMENT
 DI4089_STAMPING: 3614 B 7 2005
 DI4089_MARK LOGO: MNDT  
 DI4089_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4089+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4089
 DI4089  HISTORY     - Date     Condition        Report By
 DI4089  HISTORY     - 2005     MONUMENTED       MNDT
 DI4089
 DI4089                          STATION DESCRIPTION
 DI4089
 DI4089'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4089'3.0 MILES SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY 217
 DI4089'FROM JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY TO
 DI4089'TRUNK HIGHWAY 217 MILEPOINT 15.3 THEN 2.1 MILES SOUTH ON COUNTY ROAD
 DI4089'29, 19.4 FEET EAST OF COUNTY ROAD 29.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4078 ***********************************************************************
 DI4078  DESIGNATION -  3614 B 8
 DI4078  PID         -  DI4078
 DI4078  STATE/COUNTY-  MN/KOOCHICHING
 DI4078  COUNTRY     -  US
 DI4078  USGS QUAD   -  RAY (1986)
 DI4078
 DI4078                         *CURRENT SURVEY CONTROL
 DI4078  ______________________________________________________________________
 DI4078* NAD 83(1986) POSITION- 48 23 47.76   (N) 093 14 48.28   (W)   HD_HELD1  
 DI4078* NAVD 88 ORTHO HEIGHT -   366.711  (meters)    1203.12  (feet) ADJUSTED  
 DI4078  ______________________________________________________________________
 DI4078  GEOID HEIGHT    -        -30.59  (meters)                     GEOID09
 DI4078  DYNAMIC HEIGHT  -        366.789 (meters)     1203.37  (feet) COMP
 DI4078  MODELED GRAVITY -    980,811.4   (mgal)                       NAVD 88
 DI4078
 DI4078  VERT ORDER      -  SECOND    CLASS I
 DI4078
 DI4078.The horizontal coordinates were established by differentially corrected
 DI4078.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI4078.
 DI4078.The orthometric height was determined by differential leveling and
 DI4078.adjusted in June 2007.
 DI4078
 DI4078.No vertical observational check was made to the station.
 DI4078
 DI4078.Photographs are available for this station.
 DI4078
 DI4078.The dynamic height is computed by dividing the NAVD 88
 DI4078.geopotential number by the normal gravity value computed on the
 DI4078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4078.degrees latitude (g = 980.6199 gals.).
 DI4078
 DI4078.The modeled gravity was interpolated from observed gravity values.
 DI4078
 DI4078;                    North         East    Units  Estimated Accuracy
 DI4078;SPC MN N     -   310,867.3     789,133.9     MT  (+/- 3 meters HH1 GPS) 
 DI4078
 DI4078                          SUPERSEDED SURVEY CONTROL
 DI4078
 DI4078.No superseded survey control is available for this station.
 DI4078
 DI4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP8173560411(NAD 83)
 DI4078
 DI4078_MARKER: DD = SURVEY DISK
 DI4078_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4078_STAMPING: 3614 B 8 2005
 DI4078_MARK LOGO: MNDT  
 DI4078_PROJECTION: FLUSH
 DI4078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4078+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI4078_ROD/PIPE-DEPTH:  4.6 meters
 DI4078
 DI4078  HISTORY     - Date     Condition        Report By
 DI4078  HISTORY     - 2005     MONUMENTED       MNDT
 DI4078
 DI4078                          STATION DESCRIPTION
 DI4078
 DI4078'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI4078'2.0  MILES SOUTHWEST OF RAY, 2.05 MILES WEST ALONG TRUNK HIGHWAY 217
 DI4078'FROM TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 53 IN RAY, TO TRUNK HIGHWAY
 DI4078'217 MILEPOST 15.30, THEN 1.05 MILES SOUTH ON COUNTY ROAD 29, 57.0 FEET
 DI4078'WEST OF COUNTY ROAD 29, 14.4 FEET NORTH OF FEILD ENTRANCE, 1.0 FEET
 DI4078'EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3607 ***********************************************************************
 DI3607  DESIGNATION -  3614 C
 DI3607  PID         -  DI3607
 DI3607  STATE/COUNTY-  MN/KOOCHICHING
 DI3607  COUNTRY     -  US
 DI3607  USGS QUAD   -  LITTLEFORK (1970)
 DI3607
 DI3607                         *CURRENT SURVEY CONTROL
 DI3607  ______________________________________________________________________
 DI3607* NAD 83(1986) POSITION- 48 23 37.6    (N) 093 33 40.1    (W)   HD_HELD2  
 DI3607* NAVD 88 ORTHO HEIGHT -   341.494  (meters)    1120.38  (feet) ADJUSTED  
 DI3607  ______________________________________________________________________
 DI3607  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 DI3607  DYNAMIC HEIGHT  -        341.568 (meters)     1120.63  (feet) COMP
 DI3607  MODELED GRAVITY -    980,817.2   (mgal)                       NAVD 88
 DI3607
 DI3607  VERT ORDER      -  SECOND    CLASS I
 DI3607
 DI3607.The horizontal coordinates were established by autonomous hand held GPS
 DI3607.observations and have an estimated accuracy of +/- 10 meters.
 DI3607.
 DI3607.The orthometric height was determined by differential leveling and
 DI3607.adjusted in August 2007.
 DI3607
 DI3607.No vertical observational check was made to the station.
 DI3607
 DI3607.Photographs are available for this station.
 DI3607
 DI3607.The dynamic height is computed by dividing the NAVD 88
 DI3607.geopotential number by the normal gravity value computed on the
 DI3607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3607.degrees latitude (g = 980.6199 gals.).
 DI3607
 DI3607.The modeled gravity was interpolated from observed gravity values.
 DI3607
 DI3607;                    North         East    Units  Estimated Accuracy
 DI3607;SPC MN N     -   310,645.      765,852.      MT  (+/- 10 meters HH2 GPS)
 DI3607
 DI3607                          SUPERSEDED SURVEY CONTROL
 DI3607
 DI3607.No superseded survey control is available for this station.
 DI3607
 DI3607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5846160220(NAD 83)
 DI3607
 DI3607_MARKER: DB = BENCH MARK DISK
 DI3607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3607_SP_SET: BRIDGE ABUTMENT
 DI3607_STAMPING: 3614 C 2005
 DI3607_MARK LOGO: MNHD  
 DI3607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3607+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DI3607
 DI3607  HISTORY     - Date     Condition        Report By
 DI3607  HISTORY     - 2005     MONUMENTED       MNDT
 DI3607  HISTORY     - 20100511 GOOD             MNDT
 DI3607
 DI3607                          STATION DESCRIPTION
 DI3607
 DI3607'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3607'IN LITTLE FORK, IN ABUTMENT IN NORTHEAST CORNER OF TRUNK HIGHWAY 217
 DI3607'BRIDGE NUMBER 36001 OVER LITTLE FORK RIVER, 0.20 MILES NORTHEAST ALONG
 DI3607'TRUNK HIGHWAY 217 FROM JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY
 DI3607'65 IN LITTLE FORK, AT TRUNK HIGHWAY 217 MILEPOINT 0.20, 20.50 FEET
 DI3607'SOUTHEAST OF TRUNK HIGHWAY 217
 DI3607
 DI3607                          STATION RECOVERY (2010)
 DI3607
 DI3607'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DI3607'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3608 ***********************************************************************
 DI3608  DESIGNATION -  3614 D
 DI3608  PID         -  DI3608
 DI3608  STATE/COUNTY-  MN/KOOCHICHING
 DI3608  COUNTRY     -  US
 DI3608  USGS QUAD   -  LITTLEFORK (1970)
 DI3608
 DI3608                         *CURRENT SURVEY CONTROL
 DI3608  ______________________________________________________________________
 DI3608* NAD 83(1986) POSITION- 48 23 46.44   (N) 093 33 32.90   (W)   HD_HELD1  
 DI3608* NAVD 88 ORTHO HEIGHT -   341.148  (meters)    1119.25  (feet) ADJUSTED  
 DI3608  ______________________________________________________________________
 DI3608  GEOID HEIGHT    -        -30.09  (meters)                     GEOID09
 DI3608  DYNAMIC HEIGHT  -        341.221 (meters)     1119.49  (feet) COMP
 DI3608  MODELED GRAVITY -    980,817.3   (mgal)                       NAVD 88
 DI3608
 DI3608  VERT ORDER      -  SECOND    CLASS I
 DI3608
 DI3608.The horizontal coordinates were established by differentially corrected
 DI3608.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3608.
 DI3608.The orthometric height was determined by differential leveling and
 DI3608.adjusted in August 2007.
 DI3608
 DI3608.No vertical observational check was made to the station.
 DI3608
 DI3608.Photographs are available for this station.
 DI3608
 DI3608.The dynamic height is computed by dividing the NAVD 88
 DI3608.geopotential number by the normal gravity value computed on the
 DI3608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3608.degrees latitude (g = 980.6199 gals.).
 DI3608
 DI3608.The modeled gravity was interpolated from observed gravity values.
 DI3608
 DI3608;                    North         East    Units  Estimated Accuracy
 DI3608;SPC MN N     -   310,917.2     766,001.7     MT  (+/- 3 meters HH1 GPS) 
 DI3608
 DI3608                          SUPERSEDED SURVEY CONTROL
 DI3608
 DI3608.No superseded survey control is available for this station.
 DI3608
 DI3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5861160492(NAD 83)
 DI3608
 DI3608_MARKER: DD = SURVEY DISK
 DI3608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DI3608_SP_SET: WATER TANK FOUNDATION
 DI3608_STAMPING: 3614 D 2005
 DI3608_MARK LOGO: MNDT  
 DI3608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3608+STABILITY: SURFACE MOTION
 DI3608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3608+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DI3608
 DI3608  HISTORY     - Date     Condition        Report By
 DI3608  HISTORY     - 2005     MONUMENTED       MNDT
 DI3608  HISTORY     - 20100511 GOOD             MNDT
 DI3608
 DI3608                          STATION DESCRIPTION
 DI3608
 DI3608'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3608'IN LITTLE FORK, IN WATER TANK FOOTING IN SOUTHEAST CORNER OF SOUTH
 DI3608'WATER TANK FOOTING, 0.40 MILES NORTHEAST ALONG TRUNK HIGHWAY 217 FROM
 DI3608'JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 65 IN LITTLE FORK, 1
 DI3608'BLOCK NORTH ON THIRD AVENUE, AT TRUNK HIGHWAY 217 MILEPOINT, 104.5
 DI3608'FEET SOUTHWEST OF THIRD AVENUE, 13.1 FEET NORTHEAST OF GRAVEL ALLEY
 DI3608
 DI3608                          STATION RECOVERY (2010)
 DI3608
 DI3608'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DI3608'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3609 ***********************************************************************
 DI3609  DESIGNATION -  3614 E
 DI3609  PID         -  DI3609
 DI3609  STATE/COUNTY-  MN/KOOCHICHING
 DI3609  COUNTRY     -  US
 DI3609  USGS QUAD   -  LITTLEFORK (1970)
 DI3609
 DI3609                         *CURRENT SURVEY CONTROL
 DI3609  ______________________________________________________________________
 DI3609* NAD 83(1986) POSITION- 48 23 56.40   (N) 093 32 16.27   (W)   HD_HELD1  
 DI3609* NAVD 88 ORTHO HEIGHT -   345.525  (meters)    1133.61  (feet) ADJUSTED  
 DI3609  ______________________________________________________________________
 DI3609  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 DI3609  DYNAMIC HEIGHT  -        345.599 (meters)     1133.85  (feet) COMP
 DI3609  MODELED GRAVITY -    980,816.8   (mgal)                       NAVD 88
 DI3609
 DI3609  VERT ORDER      -  SECOND    CLASS I
 DI3609
 DI3609.The horizontal coordinates were established by differentially corrected
 DI3609.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3609.
 DI3609.The orthometric height was determined by differential leveling and
 DI3609.adjusted in August 2007.
 DI3609
 DI3609.No vertical observational check was made to the station.
 DI3609
 DI3609.The dynamic height is computed by dividing the NAVD 88
 DI3609.geopotential number by the normal gravity value computed on the
 DI3609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3609.degrees latitude (g = 980.6199 gals.).
 DI3609
 DI3609.The modeled gravity was interpolated from observed gravity values.
 DI3609
 DI3609;                    North         East    Units  Estimated Accuracy
 DI3609;SPC MN N     -   311,215.7     767,579.6     MT  (+/- 3 meters HH1 GPS) 
 DI3609
 DI3609                          SUPERSEDED SURVEY CONTROL
 DI3609
 DI3609.No superseded survey control is available for this station.
 DI3609
 DI3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6018960788(NAD 83)
 DI3609
 DI3609_MARKER: DD = SURVEY DISK
 DI3609_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3609_STAMPING: 3614 E 2005
 DI3609_MARK LOGO: MNDT  
 DI3609_PROJECTION: RECESSED 5 CENTIMETERS
 DI3609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3609+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3609_ROD/PIPE-DEPTH:  6.1 meters
 DI3609
 DI3609  HISTORY     - Date     Condition        Report By
 DI3609  HISTORY     - 2005     MONUMENTED       MNDT
 DI3609
 DI3609                          STATION DESCRIPTION
 DI3609
 DI3609'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3609'1.0 MILE EAST OF LITTLE FORK, 1.40 MILES EAST ALONG TRUNK HIGHWAY 217
 DI3609'FROM JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 65 IN LITTLE
 DI3609'FORK, AT TRUNK HIGHWAY 217 MILEPOST 1.40, 123 FEET WEST SOUTHWEST OF
 DI3609'TRUNK HIGHWAY 217, 56.2 FEET SOUTH SOUTHEAST OF TRUNK HIGHWAY 217, 47
 DI3609'FEET EAST NORTHEAST OF DRIVEWAY, 11.8 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3610 ***********************************************************************
 DI3610  DESIGNATION -  3614 E 1
 DI3610  PID         -  DI3610
 DI3610  STATE/COUNTY-  MN/KOOCHICHING
 DI3610  COUNTRY     -  US
 DI3610  USGS QUAD   -  LITTLEFORK (1970)
 DI3610
 DI3610                         *CURRENT SURVEY CONTROL
 DI3610  ______________________________________________________________________
 DI3610* NAD 83(1986) POSITION- 48 22 56.68   (N) 093 31 39.83   (W)   HD_HELD1  
 DI3610* NAVD 88 ORTHO HEIGHT -   348.324  (meters)    1142.79  (feet) ADJUSTED  
 DI3610  ______________________________________________________________________
 DI3610  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 DI3610  DYNAMIC HEIGHT  -        348.399 (meters)     1143.04  (feet) COMP
 DI3610  MODELED GRAVITY -    980,816.2   (mgal)                       NAVD 88
 DI3610
 DI3610  VERT ORDER      -  SECOND    CLASS I
 DI3610
 DI3610.The horizontal coordinates were established by differentially corrected
 DI3610.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3610.
 DI3610.The orthometric height was determined by differential leveling and
 DI3610.adjusted in August 2007.
 DI3610
 DI3610.No vertical observational check was made to the station.
 DI3610
 DI3610.The dynamic height is computed by dividing the NAVD 88
 DI3610.geopotential number by the normal gravity value computed on the
 DI3610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3610.degrees latitude (g = 980.6199 gals.).
 DI3610
 DI3610.The modeled gravity was interpolated from observed gravity values.
 DI3610
 DI3610;                    North         East    Units  Estimated Accuracy
 DI3610;SPC MN N     -   309,367.0     768,318.9     MT  (+/- 3 meters HH1 GPS) 
 DI3610
 DI3610                          SUPERSEDED SURVEY CONTROL
 DI3610
 DI3610.No superseded survey control is available for this station.
 DI3610
 DI3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6092558939(NAD 83)
 DI3610
 DI3610_MARKER: DD = SURVEY DISK
 DI3610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3610_STAMPING: 3614 E 1 2005
 DI3610_MARK LOGO: MNDT  
 DI3610_PROJECTION: RECESSED 5 CENTIMETERS
 DI3610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3610+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3610_ROD/PIPE-DEPTH:  6.1 meters
 DI3610
 DI3610  HISTORY     - Date     Condition        Report By
 DI3610  HISTORY     - 2005     MONUMENTED       MNDT
 DI3610
 DI3610                          STATION DESCRIPTION
 DI3610
 DI3610'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3610'1.50 MILES SOUTHEAST OF LITTLE FORK, 1.75 MILES EAST ALONG TRUNK
 DI3610'HIGHWAY 217 FROM JCT OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 65 IN
 DI3610'LITTLE FORK, TO TRUNK HIGHWAY 217 MILEPOST 1.75, THEN 1.20 MILES SOUTH
 DI3610'ON COUNTY ROAD 8, 30.3 FEET WEST OF COUNTY ROAD 8, 16.9 FEET EAST OF
 DI3610'DRIVEWAY, 1 FOOT NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3611 ***********************************************************************
 DI3611  DESIGNATION -  3614 E 2
 DI3611  PID         -  DI3611
 DI3611  STATE/COUNTY-  MN/KOOCHICHING
 DI3611  COUNTRY     -  US
 DI3611  USGS QUAD   -  LITTLEFORK SE (1970)
 DI3611
 DI3611                         *CURRENT SURVEY CONTROL
 DI3611  ______________________________________________________________________
 DI3611* NAD 83(1986) POSITION- 48 22 06.91   (N) 093 30 20.50   (W)   HD_HELD1  
 DI3611* NAVD 88 ORTHO HEIGHT -   349.697  (meters)    1147.30  (feet) ADJUSTED  
 DI3611  ______________________________________________________________________
 DI3611  GEOID HEIGHT    -        -30.12  (meters)                     GEOID09
 DI3611  DYNAMIC HEIGHT  -        349.772 (meters)     1147.54  (feet) COMP
 DI3611  MODELED GRAVITY -    980,815.5   (mgal)                       NAVD 88
 DI3611
 DI3611  VERT ORDER      -  SECOND    CLASS I
 DI3611
 DI3611.The horizontal coordinates were established by differentially corrected
 DI3611.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3611.
 DI3611.The orthometric height was determined by differential leveling and
 DI3611.adjusted in August 2007.
 DI3611
 DI3611.No vertical observational check was made to the station.
 DI3611
 DI3611.The dynamic height is computed by dividing the NAVD 88
 DI3611.geopotential number by the normal gravity value computed on the
 DI3611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3611.degrees latitude (g = 980.6199 gals.).
 DI3611
 DI3611.The modeled gravity was interpolated from observed gravity values.
 DI3611
 DI3611;                    North         East    Units  Estimated Accuracy
 DI3611;SPC MN N     -   307,821.0     769,942.9     MT  (+/- 3 meters HH1 GPS) 
 DI3611
 DI3611                          SUPERSEDED SURVEY CONTROL
 DI3611
 DI3611.No superseded survey control is available for this station.
 DI3611
 DI3611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6254757391(NAD 83)
 DI3611
 DI3611_MARKER: DD = SURVEY DISK
 DI3611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3611_STAMPING: 3614 E 2 2005
 DI3611_MARK LOGO: MNDT  
 DI3611_PROJECTION: FLUSH
 DI3611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3611+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3611_ROD/PIPE-DEPTH:  4.6 meters
 DI3611
 DI3611  HISTORY     - Date     Condition        Report By
 DI3611  HISTORY     - 2005     MONUMENTED       MNDT
 DI3611
 DI3611                          STATION DESCRIPTION
 DI3611
 DI3611'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3611'2.50 MILES SOUTHEAST OF LITTLE FORK, 1.75 MILES EAST ALONG TRUNK
 DI3611'HIGHWAY 217 FROM JCT OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 65 IN
 DI3611'LITTLE FORK, TO TRUNK HIGHWAY 217 MILEPOST 1.75, THEN 3.0 MILES SOUTH
 DI3611'AND EAST ON COUNTY ROAD 8, 52.6 FEET EAST OF COUNTY ROAD 8, 10 FEET
 DI3611'NORTH OF  PASTER ENTRANCE, 2 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3612 ***********************************************************************
 DI3612  DESIGNATION -  3614 E 3
 DI3612  PID         -  DI3612
 DI3612  STATE/COUNTY-  MN/KOOCHICHING
 DI3612  COUNTRY     -  US
 DI3612  USGS QUAD   -  ERICSBURG SW (1969)
 DI3612
 DI3612                         *CURRENT SURVEY CONTROL
 DI3612  ______________________________________________________________________
 DI3612* NAD 83(1986) POSITION- 48 21 32.63   (N) 093 29 05.76   (W)   HD_HELD1  
 DI3612* NAVD 88 ORTHO HEIGHT -   352.298  (meters)    1155.83  (feet) ADJUSTED  
 DI3612  ______________________________________________________________________
 DI3612  GEOID HEIGHT    -        -30.13  (meters)                     GEOID09
 DI3612  DYNAMIC HEIGHT  -        352.372 (meters)     1156.07  (feet) COMP
 DI3612  MODELED GRAVITY -    980,812.3   (mgal)                       NAVD 88
 DI3612
 DI3612  VERT ORDER      -  SECOND    CLASS I
 DI3612
 DI3612.The horizontal coordinates were established by differentially corrected
 DI3612.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3612.
 DI3612.The orthometric height was determined by differential leveling and
 DI3612.adjusted in August 2007.
 DI3612
 DI3612.No vertical observational check was made to the station.
 DI3612
 DI3612.The dynamic height is computed by dividing the NAVD 88
 DI3612.geopotential number by the normal gravity value computed on the
 DI3612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3612.degrees latitude (g = 980.6199 gals.).
 DI3612
 DI3612.The modeled gravity was interpolated from observed gravity values.
 DI3612
 DI3612;                    North         East    Units  Estimated Accuracy
 DI3612;SPC MN N     -   306,754.3     771,475.8     MT  (+/- 3 meters HH1 GPS) 
 DI3612
 DI3612                          SUPERSEDED SURVEY CONTROL
 DI3612
 DI3612.No superseded survey control is available for this station.
 DI3612
 DI3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6407756323(NAD 83)
 DI3612
 DI3612_MARKER: DD = SURVEY DISK
 DI3612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3612_STAMPING: 3614 E 3 2005
 DI3612_MARK LOGO: MNDT  
 DI3612_PROJECTION: RECESSED 3 CENTIMETERS
 DI3612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3612+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3612_ROD/PIPE-DEPTH:  6.1 meters
 DI3612
 DI3612  HISTORY     - Date     Condition        Report By
 DI3612  HISTORY     - 2005     MONUMENTED       MNDT
 DI3612
 DI3612                          STATION DESCRIPTION
 DI3612
 DI3612'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3612'4.0 MILES SOUTHEAST OF LITTLE FORK, 1.75 MILES EAST ALONG TRUNK
 DI3612'HIGHWAY 217 FROM JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 65 IN
 DI3612'LITTLE FORK, TO TRUNK HIGHWAY 217 MILEPOST 1.75, THEN 4.5 MILES SOUTH
 DI3612'AND EAST ON COUNTY ROAD 8, THEN 0.10 MILES SOUTH ON COUNTY ROAD UT
 DI3612'154,  32.5 FEET EAST OF COUNTY ROAD UT 154,7.2 FEET SOUTH OF POWER
 DI3612'POLE, 1 FOOT NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3613 ***********************************************************************
 DI3613  DESIGNATION -  3614 E 4
 DI3613  PID         -  DI3613
 DI3613  STATE/COUNTY-  MN/KOOCHICHING
 DI3613  COUNTRY     -  US
 DI3613  USGS QUAD   -  ERICSBURG SW (1969)
 DI3613
 DI3613                         *CURRENT SURVEY CONTROL
 DI3613  ______________________________________________________________________
 DI3613* NAD 83(1986) POSITION- 48 20 45.22   (N) 093 27 56.90   (W)   HD_HELD1  
 DI3613* NAVD 88 ORTHO HEIGHT -   348.933  (meters)    1144.79  (feet) ADJUSTED  
 DI3613  ______________________________________________________________________
 DI3613  GEOID HEIGHT    -        -30.14  (meters)                     GEOID09
 DI3613  DYNAMIC HEIGHT  -        349.006 (meters)     1145.03  (feet) COMP
 DI3613  MODELED GRAVITY -    980,810.9   (mgal)                       NAVD 88
 DI3613
 DI3613  VERT ORDER      -  SECOND    CLASS I
 DI3613
 DI3613.The horizontal coordinates were established by differentially corrected
 DI3613.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DI3613.
 DI3613.The orthometric height was determined by differential leveling and
 DI3613.adjusted in August 2007.
 DI3613
 DI3613.No vertical observational check was made to the station.
 DI3613
 DI3613.The dynamic height is computed by dividing the NAVD 88
 DI3613.geopotential number by the normal gravity value computed on the
 DI3613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3613.degrees latitude (g = 980.6199 gals.).
 DI3613
 DI3613.The modeled gravity was interpolated from observed gravity values.
 DI3613
 DI3613;                    North         East    Units  Estimated Accuracy
 DI3613;SPC MN N     -   305,283.1     772,886.3     MT  (+/- 3 meters HH1 GPS) 
 DI3613
 DI3613                          SUPERSEDED SURVEY CONTROL
 DI3613
 DI3613.No superseded survey control is available for this station.
 DI3613
 DI3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP6548554850(NAD 83)
 DI3613
 DI3613_MARKER: DD = SURVEY DISK
 DI3613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI3613_STAMPING: 3614 E 4 2005
 DI3613_MARK LOGO: MNDT  
 DI3613_PROJECTION: RECESSED 3 CENTIMETERS
 DI3613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3613+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DI3613_ROD/PIPE-DEPTH:  4.6 meters
 DI3613
 DI3613  HISTORY     - Date     Condition        Report By
 DI3613  HISTORY     - 2005     MONUMENTED       MNDT
 DI3613
 DI3613                          STATION DESCRIPTION
 DI3613
 DI3613'DESCRIBED BY MN DEPT OF TRANSP 2005
 DI3613'5.0 MILES SOUTHEAST OF LITTLE FORK, 1.75 MILES EAST ALONG TRUNK
 DI3613'HIGHWAY 217 FROM JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY 65 IN
 DI3613'LITTLE FORK, TO TRUNK HIGHWAY 217 MILEPOST 1.75, THEN 6.25 MILES SOUTH
 DI3613'AND EAST ON COUNTY ROAD 8, 49 FEET WEST OF COUNTY ROAD 8, 12.6 FEET
 DI3613'SOUTH OF FIELD ENTRANCE, 1 FOOT EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI3606 ***********************************************************************
 DI3606  DESIGNATION -  3614 F
 DI3606  PID         -  DI3606
 DI3606  STATE/COUNTY-  MN/KOOCHICHING
 DI3606  COUNTRY     -  US
 DI3606  USGS QUAD   -  LITTLEFORK (1970)
 DI3606
 DI3606                         *CURRENT SURVEY CONTROL
 DI3606  ______________________________________________________________________
 DI3606* NAD 83(1986) POSITION- 48 23 36.1    (N) 093 33 46.3    (W)   HD_HELD2  
 DI3606* NAVD 88 ORTHO HEIGHT -   342.605  (meters)    1124.03  (feet) ADJUSTED  
 DI3606  ______________________________________________________________________
 DI3606  GEOID HEIGHT    -        -30.08  (meters)                     GEOID09
 DI3606  DYNAMIC HEIGHT  -        342.679 (meters)     1124.27  (feet) COMP
 DI3606  MODELED GRAVITY -    980,817.3   (mgal)                       NAVD 88
 DI3606
 DI3606  VERT ORDER      -  SECOND    CLASS I
 DI3606
 DI3606.The horizontal coordinates were established by autonomous hand held GPS
 DI3606.observations and have an estimated accuracy of +/- 10 meters.
 DI3606.
 DI3606.The orthometric height was determined by differential leveling and
 DI3606.adjusted in August 2007.
 DI3606
 DI3606.No vertical observational check was made to the station.
 DI3606
 DI3606.Photographs are available for this station.
 DI3606
 DI3606.The dynamic height is computed by dividing the NAVD 88
 DI3606.geopotential number by the normal gravity value computed on the
 DI3606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3606.degrees latitude (g = 980.6199 gals.).
 DI3606
 DI3606.The modeled gravity was interpolated from observed gravity values.
 DI3606
 DI3606;                    North         East    Units  Estimated Accuracy
 DI3606;SPC MN N     -   310,599.      765,724.      MT  (+/- 10 meters HH2 GPS)
 DI3606
 DI3606                          SUPERSEDED SURVEY CONTROL
 DI3606
 DI3606.No superseded survey control is available for this station.
 DI3606
 DI3606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5833360175(NAD 83)
 DI3606
 DI3606_MARKER: DB = BENCH MARK DISK
 DI3606_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI3606_SP_SET: BRIDGE ABUTMENT
 DI3606_STAMPING: 3614 F 1963
 DI3606_MARK LOGO: MNHD  
 DI3606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3606+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DI3606
 DI3606  HISTORY     - Date     Condition        Report By
 DI3606  HISTORY     - 1963     MONUMENTED       MNHD
 DI3606  HISTORY     - 20100511 GOOD             MNDT
 DI3606
 DI3606                          STATION DESCRIPTION
 DI3606
 DI3606'DESCRIBED BY MN HIGHWAY DEPT 1963
 DI3606'IN LITTLEFORK, IN ABUTMENT IN SOUTHWEST CORNER OF TRUNK HIGHWAY 217
 DI3606'BRIDGE NUMBER 36001 OVER LITTLE FORK RIVER, 0.15 MILES NORTHEAST ALONG
 DI3606'TRUNK HIGHWAY 217 FROM JUNCTION OF TRUNK HIGHWAY 217 AND TRUNK HIGHWAY
 DI3606'65 IN LITTLEFORK, AT TRUNK HIGHWAY 217 MILEPOINT 0.15, 20.5 FEET
 DI3606'SOUTHWEST OF TRUNK HIGHWAY 217.
 DI3606
 DI3606                          STATION RECOVERY (2010)
 DI3606
 DI3606'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DI3606'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TB0750 ***********************************************************************
 TB0750  DESIGNATION -  3617 B
 TB0750  PID         -  TB0750
 TB0750  STATE/COUNTY-  MN/KOOCHICHING
 TB0750  COUNTRY     -  US
 TB0750  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 TB0750
 TB0750                         *CURRENT SURVEY CONTROL
 TB0750  ______________________________________________________________________
 TB0750* NAD 83(1986) POSITION- 48 33 18.     (N) 093 23 47.     (W)   SCALED    
 TB0750* NAVD 88 ORTHO HEIGHT -   354.147  (meters)    1161.90  (feet) ADJUSTED  
 TB0750  ______________________________________________________________________
 TB0750  GEOID HEIGHT    -        -30.66  (meters)                     GEOID09
 TB0750  DYNAMIC HEIGHT  -        354.227 (meters)     1162.16  (feet) COMP
 TB0750  MODELED GRAVITY -    980,826.8   (mgal)                       NAVD 88
 TB0750
 TB0750  VERT ORDER      -  SECOND    CLASS I
 TB0750
 TB0750.The horizontal coordinates were scaled from a topographic map and have
 TB0750.an estimated accuracy of +/- 6 seconds.
 TB0750.
 TB0750.The orthometric height was determined by differential leveling and
 TB0750.adjusted in June 1991.
 TB0750
 TB0750.The dynamic height is computed by dividing the NAVD 88
 TB0750.geopotential number by the normal gravity value computed on the
 TB0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TB0750.degrees latitude (g = 980.6199 gals.).
 TB0750
 TB0750.The modeled gravity was interpolated from observed gravity values.
 TB0750
 TB0750;                    North         East    Units  Estimated Accuracy
 TB0750;SPC MN N     -   328,510.      778,120.      MT  (+/- 180 meters Scaled)
 TB0750
 TB0750                          SUPERSEDED SURVEY CONTROL
 TB0750
 TB0750.No superseded survey control is available for this station.
 TB0750
 TB0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP707780(NAD 83)
 TB0750
 TB0750_MARKER: DB = BENCH MARK DISK
 TB0750_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TB0750_SP_SET: COPPER-CLAD STEEL ROD
 TB0750_STAMPING: 3617 B 1977
 TB0750_PROJECTION: PROJECTING 8 CENTIMETERS
 TB0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TB0750_ROD/PIPE-DEPTH: 4.88 meters
 TB0750
 TB0750  HISTORY     - Date     Condition        Report By
 TB0750  HISTORY     - 1977     MONUMENTED       MNDT
 TB0750  HISTORY     - 1978     GOOD             MNDT
 TB0750
 TB0750                          STATION DESCRIPTION
 TB0750
 TB0750'DESCRIBED BY MN DEPT OF TRANSP 1978
 TB0750'3.0 MI SOUTH FROM INTERNATIONAL FALLS.
 TB0750'THE MARK IS LOCATED ABOUT 2 MILES EAST ALONG TRUNK HIGHWAY 332 FROM
 TB0750'ITS INTERSECTION WITH TRUNK HIGHWAY 11 ABOUT 3 MILES SOUTHWEST OF
 TB0750'INTERNATIONAL FALLS AND NEAR THE WEST JUNCTION OF TRUNK HIGHWAY 332
 TB0750'AND COUNTY ROAD 108 WHICH RUNS SOUTH AND NEAR TRUNK HIGHWAY 332
 TB0750'MILEPOINT 2.05. THE MARK IS 34 FT. NORTH OF THE CENTERLINE OF TRUNK
 TB0750'HIGHWAY 332, 39 FT. EAST OF THE CENTER OF THE TWP. ROAD. COUNTY RD.
 TB0750'108 EXTENDED NORTH, 7.6 FT. EAST SOUTHEAST OF A 4 INCH SPRUCE TREE,
 TB0750'7 FT. WEST SOUTHWEST OF ANOTHER 4 INCH SPRUCE TREE, 170.5 FT.
 TB0750'SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW ONE AND ONE HALF STORY
 TB0750'FRAME HOUSE AT FIRE NO. 507 AND 1 FT. SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4539 ***********************************************************************
 DM4539  DESIGNATION -  3617 C
 DM4539  PID         -  DM4539
 DM4539  STATE/COUNTY-  MN/KOOCHICHING
 DM4539  COUNTRY     -  US
 DM4539  USGS QUAD   -  INTERNATIONAL FALLS (1983)
 DM4539
 DM4539                         *CURRENT SURVEY CONTROL
 DM4539  ______________________________________________________________________
 DM4539* NAD 83(1986) POSITION- 48 35 00.5    (N) 093 22 31.0    (W)   HD_HELD2  
 DM4539* NAVD 88 ORTHO HEIGHT -   355.403  (meters)    1166.02  (feet) ADJUSTED  
 DM4539  ______________________________________________________________________
 DM4539  GEOID HEIGHT    -        -30.72  (meters)                     GEOID09
 DM4539  DYNAMIC HEIGHT  -        355.485 (meters)     1166.29  (feet) COMP
 DM4539  MODELED GRAVITY -    980,832.4   (mgal)                       NAVD 88
 DM4539
 DM4539  VERT ORDER      -  SECOND    CLASS I
 DM4539
 DM4539.The horizontal coordinates were established by autonomous hand held GPS
 DM4539.observations and have an estimated accuracy of +/- 10 meters.
 DM4539.
 DM4539.The orthometric height was determined by differential leveling and
 DM4539.adjusted in July 2011.
 DM4539
 DM4539.No vertical observational check was made to the station.
 DM4539
 DM4539.Photographs are available for this station.
 DM4539
 DM4539.The dynamic height is computed by dividing the NAVD 88
 DM4539.geopotential number by the normal gravity value computed on the
 DM4539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4539.degrees latitude (g = 980.6199 gals.).
 DM4539
 DM4539.The modeled gravity was interpolated from observed gravity values.
 DM4539
 DM4539;                    North         East    Units  Estimated Accuracy
 DM4539;SPC MN N     -   331,673.      779,690.      MT  (+/- 10 meters HH2 GPS)
 DM4539
 DM4539                          SUPERSEDED SURVEY CONTROL
 DM4539
 DM4539.No superseded survey control is available for this station.
 DM4539
 DM4539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7232381222(NAD 83)
 DM4539
 DM4539_MARKER: F = FLANGE-ENCASED ROD
 DM4539_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4539_STAMPING: 3617 C 2009
 DM4539_MARK LOGO: MNDT  
 DM4539_PROJECTION: RECESSED 5 CENTIMETERS
 DM4539_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4539+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2009
 DM4539_ROD/PIPE-DEPTH:  4.6 meters
 DM4539
 DM4539  HISTORY     - Date     Condition        Report By
 DM4539  HISTORY     - 20090630 MONUMENTED       MNDT
 DM4539
 DM4539                          STATION DESCRIPTION
 DM4539
 DM4539'DESCRIBED BY MN DEPT OF TRANSP 2009 (DJS)
 DM4539'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF
 DM4539'ERICSBURG, 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF RANIER AND IN
 DM4539'SOUTHEASTERN INTERNATIONAL FALLS, MINNESOTA.
 DM4539' 
 DM4539'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 332 AND TRUNK
 DM4539'HIGHWAY 53 IN INTERNATIONAL FALLS, GO 2.05 MI (3.3 KM) EAST AND NORTH
 DM4539'ALONG TRUNK HIGHWAY 332 TO MILE POINT 5.1.
 DM4539' 
 DM4539'THE MARK IS FOUND 108.8 FT (33.2 M) WEST OF TRUNK HIGHWAY 332, 45.4 FT
 DM4539'(13.8 M) NORTH OF MINNESOTA DEPARTMENT OF TRANSPORTATION MAINTENANCE
 DM4539'SHOP ENTRANCE, 250.0 FT (76.2 M) EAST OF MAINTENANCE BUILDING AND 10.6
 DM4539'FT (3.2 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4540 ***********************************************************************
 DM4540  DESIGNATION -  3617 D
 DM4540  PID         -  DM4540
 DM4540  STATE/COUNTY-  MN/KOOCHICHING
 DM4540  COUNTRY     -  US
 DM4540  USGS QUAD   -  RANIER (1986)
 DM4540
 DM4540                         *CURRENT SURVEY CONTROL
 DM4540  ______________________________________________________________________
 DM4540* NAD 83(1986) POSITION- 48 34 09.4    (N) 093 22 30.5    (W)   HD_HELD2  
 DM4540* NAVD 88 ORTHO HEIGHT -   355.267  (meters)    1165.57  (feet) ADJUSTED  
 DM4540  ______________________________________________________________________
 DM4540  GEOID HEIGHT    -        -30.71  (meters)                     GEOID09
 DM4540  DYNAMIC HEIGHT  -        355.349 (meters)     1165.84  (feet) COMP
 DM4540  MODELED GRAVITY -    980,830.8   (mgal)                       NAVD 88
 DM4540
 DM4540  VERT ORDER      -  SECOND    CLASS I
 DM4540
 DM4540.The horizontal coordinates were established by autonomous hand held GPS
 DM4540.observations and have an estimated accuracy of +/- 10 meters.
 DM4540.
 DM4540.The orthometric height was determined by differential leveling and
 DM4540.adjusted in July 2011.
 DM4540
 DM4540.No vertical observational check was made to the station.
 DM4540
 DM4540.Photographs are available for this station.
 DM4540
 DM4540.The dynamic height is computed by dividing the NAVD 88
 DM4540.geopotential number by the normal gravity value computed on the
 DM4540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4540.degrees latitude (g = 980.6199 gals.).
 DM4540
 DM4540.The modeled gravity was interpolated from observed gravity values.
 DM4540
 DM4540;                    North         East    Units  Estimated Accuracy
 DM4540;SPC MN N     -   330,094.      779,695.      MT  (+/- 10 meters HH2 GPS)
 DM4540
 DM4540                          SUPERSEDED SURVEY CONTROL
 DM4540
 DM4540.No superseded survey control is available for this station.
 DM4540
 DM4540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP7232579644(NAD 83)
 DM4540
 DM4540_MARKER: F = FLANGE-ENCASED ROD
 DM4540_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4540_STAMPING: 3617 D 2009
 DM4540_MARK LOGO: MNDT  
 DM4540_PROJECTION: RECESSED 5 CENTIMETERS
 DM4540_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4540+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2009
 DM4540_ROD/PIPE-DEPTH:  9.1 meters
 DM4540
 DM4540  HISTORY     - Date     Condition        Report By
 DM4540  HISTORY     - 20090630 MONUMENTED       MNDT
 DM4540
 DM4540                          STATION DESCRIPTION
 DM4540
 DM4540'DESCRIBED BY MN DEPT OF TRANSP 2009 (DJS)
 DM4540'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF
 DM4540'ERICSBURG, 3.3 MI (5.3 KM) SOUTH-SOUTHWEST OF RANIER AND IN
 DM4540'SOUTHEASTERN INTERNATIONAL FALLS, MINNESOTA.
 DM4540' 
 DM4540'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK
 DM4540'HIGHWAY 53 IN INTERNATIONAL FALLS, GO 1.45 MI (2.3 KM) SOUTH ON TRUNK
 DM4540'HIGHWAY 53 TO MILE POINT 162.5.
 DM4540' 
 DM4540'THE MARK IS FOUND 44.5 FT (13.6 M) EAST OF TRUNK HIGHWAY 53 AND 13.9
 DM4540'FT (4.2 M) EAST OF THE EAST CURB, 34.5 FT (10.5 M) SOUTH OF A POWER
 DM4540'POLE, 26 FT (7.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A CAFE, 24.5
 DM4540'FT (7.5 M) NORTHEAST OF A FIRE HYDRANT, 11 FT (3.4 M) WEST OF A 12
 DM4540'INCH (30 CM) CEDAR TREE AND 1.0 FT (0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5927 ***********************************************************************
 DF5927  DESIGNATION -  37
 DF5927  PID         -  DF5927
 DF5927  STATE/COUNTY-  MN/PINE
 DF5927  COUNTRY     -  US
 DF5927  USGS QUAD   -  CLOVERDALE (1981)
 DF5927
 DF5927                         *CURRENT SURVEY CONTROL
 DF5927  ______________________________________________________________________
 DF5927* NAD 83(2007) POSITION- 46 04 13.56557(N) 092 40 42.90725(W)   ADJUSTED  
 DF5927* NAD 83(2007) ELLIP HT-   280.176 (meters)        (02/10/07)   ADJUSTED
 DF5927* NAD 83(2007) EPOCH   -  2002.00
 DF5927* NAVD 88 ORTHO HEIGHT -   307.0    (meters)    1007.    (feet) GPS OBS   
 DF5927  ______________________________________________________________________
 DF5927  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5927  GEOID HEIGHT    -        -26.76  (meters)                     GEOID99
 DF5927  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DF5927  NAD 83(2007) X  -   -207,162.226 (meters)                     COMP
 DF5927  NAD 83(2007) Y  - -4,428,036.134 (meters)                     COMP
 DF5927  NAD 83(2007) Z  -  4,570,884.324 (meters)                     COMP
 DF5927  LAPLACE CORR    -          6.49  (seconds)                    DEFLEC09
 DF5927
 DF5927  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5927  Type                                         Horiz  Ellip  Dist(km)
 DF5927  -------------------------------------------------------------------
 DF5927  NETWORK                                       0.98   0.69
 DF5927  -------------------------------------------------------------------
 DF5927  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.05   0.66      7.77
 DF5927  -------------------------------------------------------------------
 DF5927  NOTE: Click here for information on individual local accuracy
 DF5927  values and other accuracy information.
 DF5927
 DF5927
 DF5927.The horizontal coordinates were established by GPS observations
 DF5927.and adjusted by the National Geodetic Survey in February 2007.
 DF5927
 DF5927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5927.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5927
 DF5927.The horizontal coordinates are valid at the epoch date displayed above
 DF5927.which is a decimal equivalence of Year/Month/Day.
 DF5927
 DF5927.The orthometric height was determined by GPS observations and a
 DF5927.high-resolution geoid model.
 DF5927
 DF5927.Photographs are available for this station.
 DF5927
 DF5927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5927
 DF5927.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5927
 DF5927.The ellipsoidal height was determined by GPS observations
 DF5927.and is referenced to NAD 83.
 DF5927
 DF5927. The following values were computed from the NAD 83(2007) position.
 DF5927
 DF5927;                    North         East     Units Scale Factor Converg.
 DF5927;SPC MN C     -   220,180.316   921,556.249   MT  0.99993262   +1 08 12.3
 DF5927;SPC MN C     -   722,374.92  3,023,472.46   sFT  0.99993262   +1 08 12.3
 DF5927;UTM  15      - 5,101,923.550   524,856.277   MT  0.99960759   +0 13 53.3
 DF5927
 DF5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5927!SPC MN C     -   0.99995608  x   0.99993262  =   0.99988870
 DF5927!UTM  15      -   0.99995608  x   0.99960759  =   0.99956369
 DF5927
 DF5927                          SUPERSEDED SURVEY CONTROL
 DF5927
 DF5927  NAD 83(1996)-  46 04 13.56551(N)    092 40 42.90692(W) AD(       ) 1
 DF5927  ELLIP H (05/27/03)  280.221  (m)                       GP(       ) 3 1
 DF5927
 DF5927.Superseded values are not recommended for survey control.
 DF5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5927.See file dsdata.txt to determine how the superseded data were derived.
 DF5927
 DF5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2485601923(NAD 83)
 DF5927
 DF5927_MARKER: DD = SURVEY DISK
 DF5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5927_STAMPING: NO 37
 DF5927_MARK LOGO: MN-115
 DF5927_PROJECTION: FLUSH
 DF5927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5927+STABILITY: SURFACE MOTION
 DF5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5927+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2008
 DF5927
 DF5927  HISTORY     - Date     Condition        Report By
 DF5927  HISTORY     - 1999     MONUMENTED       MN-115
 DF5927  HISTORY     - 20080507 GOOD             MNDT
 DF5927
 DF5927                          STATION DESCRIPTION
 DF5927
 DF5927'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5927'3.25 MI (5.23 KM) EAST OF SANDSTONE ON TH 123 THEN 6 MI (9.7 KM) EAST
 DF5927'ON CO RD 30 THEN 4.4 MI (7.1 KM) SOUTH TO END OF TWP ROAD, ABOUT 18 FT
 DF5927'(5.5 M) EAST OF ROAD, 10 FT (3.0 M) WEST OF FENCE CORNER, 3 FT (0.9 M)
 DF5927'SOUTH OF FENCE, 24 FT (7.3 M) EAST OF THE NW CORNER OF SECTION 6, 2 FT
 DF5927'(0.6 M) WEST OF WIT POST.
 DF5927
 DF5927                          STATION RECOVERY (2008)
 DF5927
 DF5927'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DF5927'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0505 ***********************************************************************
 QO0505  DESIGNATION -  37 CAP
 QO0505  PID         -  QO0505
 QO0505  STATE/COUNTY-  MN/RAMSEY
 QO0505  COUNTRY     -  US
 QO0505  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0505
 QO0505                         *CURRENT SURVEY CONTROL
 QO0505  ______________________________________________________________________
 QO0505* NAD 83(1986) POSITION- 45 05 05.88   (N) 093 00 33.11   (W)   HD_HELD1  
 QO0505* NAVD 88 ORTHO HEIGHT -   286.15   (+/-2cm)     938.8   (feet) VERTCON   
 QO0505  ______________________________________________________________________
 QO0505  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 QO0505  VERT ORDER      -  ? (See Below)
 QO0505
 QO0505.The horizontal coordinates were established by differentially corrected
 QO0505.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0505.
 QO0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0505
 QO0505.The vertical order pertains to the NGVD 29 superseded value.
 QO0505
 QO0505;                    North         East    Units  Estimated Accuracy
 QO0505;SPC MN S     -   332,141.8     878,002.2     MT  (+/- 3 meters HH1 GPS) 
 QO0505
 QO0505                          SUPERSEDED SURVEY CONTROL
 QO0505
 QO0505  NGVD 29 (??/??/92)  286.098  (m)          938.64   (f) ADJ UNCH       
 QO0505
 QO0505.Superseded values are not recommended for survey control.
 QO0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0505.See file dsdata.txt to determine how the superseded data were derived.
 QO0505
 QO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9927692389(NAD 83)
 QO0505
 QO0505_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0505_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0505_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0505_STAMPING: UNSTAMPED
 QO0505_MARK LOGO: MRC   
 QO0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0505
 QO0505  HISTORY     - Date     Condition        Report By
 QO0505  HISTORY     - UNK      MONUMENTED       MRC
 QO0505  HISTORY     - 1891     GOOD             DOD
 QO0505  HISTORY     - 1950     MARK NOT FOUND   USGS
 QO0505  HISTORY     - 20070621 MARK NOT FOUND   MNDT
 QO0505
 QO0505                          STATION DESCRIPTION
 QO0505
 QO0505'DESCRIBED BY US DEPARTMENT OF DEFENSE 1891
 QO0505'IN WHITE BEAR LAKE.
 QO0505'AT WHITE BEAR LAKE, RAMSEY COUNTY, IN THE CITY PARK OPPOSITE THE
 QO0505'NORTHERN PACIFIC RAILWAY STATION, ABOUT 121 FEET SOUTH OF THE SOUTH
 QO0505'LINE OF FOURTH STREET, 14.5 FEET WEST OF THE WEST EDGE OF THE SIDEWALK
 QO0505'OF THE EAST SIDE OF THE PARK, AND 74 FEET NORTHEAST OF THE CENTER OF A
 QO0505'COBBLESTONE FOUNTAIN.  4-INCH IRON PIPE BEARING A MISSISSIPPI RIVER
 QO0505'COMMISSION STANDARD CAP ABOUT FLUSH WITH THE GROUND.
 QO0505
 QO0505                          STATION RECOVERY (1950)
 QO0505
 QO0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QO0505'MARK NOT FOUND.
 QO0505
 QO0505                          STATION RECOVERY (2007)
 QO0505
 QO0505'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0505'IN WHITE BEAR LAKE, AT WHITE BEAR LAKE, RAMSEY COUNTY, IN THE CITY
 QO0505'PARK OPPOSITE THE NORTHERN PACIFIC RAILWAY STATION, ABOUT 121 FEET
 QO0505'SOUTH OF THE SOUTH LINE OF FOURTH STREET, 14.5 FEET WEST OF THE WEST
 QO0505'EDGE OF THE SIDE WALK OF THE EAST SIDE OF THE PARK, AND 74 FEET
 QO0505'NORTHEAST OF THE CENTER OF COBBLESTONE FOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1932 ***********************************************************************
 DL1932  DESIGNATION -  37 DLS
 DL1932  PID         -  DL1932
 DL1932  STATE/COUNTY-  MN/KOOCHICHING
 DL1932  COUNTRY     -  US
 DL1932  USGS QUAD   -  WILDWOOD (1971)
 DL1932
 DL1932                         *CURRENT SURVEY CONTROL
 DL1932  ______________________________________________________________________
 DL1932* NAD 83(1986) POSITION- 47 52 34.8    (N) 093 54 25.8    (W)   HD_HELD2  
 DL1932* NAVD 88 ORTHO HEIGHT -   404.029  (meters)    1325.55  (feet) ADJUSTED  
 DL1932  ______________________________________________________________________
 DL1932  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 DL1932  DYNAMIC HEIGHT  -        404.094 (meters)     1325.77  (feet) COMP
 DL1932  MODELED GRAVITY -    980,760.5   (mgal)                       NAVD 88
 DL1932
 DL1932  VERT ORDER      -  SECOND    CLASS I
 DL1932
 DL1932.The horizontal coordinates were established by autonomous hand held GPS
 DL1932.observations and have an estimated accuracy of +/- 10 meters.
 DL1932.
 DL1932.The orthometric height was determined by differential leveling and
 DL1932.adjusted in May 2009.
 DL1932
 DL1932.The dynamic height is computed by dividing the NAVD 88
 DL1932.geopotential number by the normal gravity value computed on the
 DL1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1932.degrees latitude (g = 980.6199 gals.).
 DL1932
 DL1932.The modeled gravity was interpolated from observed gravity values.
 DL1932
 DL1932;                    North         East    Units  Estimated Accuracy
 DL1932;SPC MN N     -   253,327.      739,628.      MT  (+/- 10 meters HH2 GPS)
 DL1932
 DL1932                          SUPERSEDED SURVEY CONTROL
 DL1932
 DL1932.No superseded survey control is available for this station.
 DL1932
 DL1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVP3216802953(NAD 83)
 DL1932
 DL1932_MARKER: DD = SURVEY DISK
 DL1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1932_STAMPING: 37 DLS 1969
 DL1932_MARK LOGO: USGS  
 DL1932_PROJECTION: PROJECTING 8 CENTIMETERS
 DL1932_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1932+STABILITY: SURFACE MOTION
 DL1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1932+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2003
 DL1932
 DL1932  HISTORY     - Date     Condition        Report By
 DL1932  HISTORY     - 1969     MONUMENTED       USGS
 DL1932  HISTORY     - 20030915 GOOD             MNDT
 DL1932
 DL1932                          STATION DESCRIPTION
 DL1932
 DL1932'DESCRIBED BY MN DEPT OF TRANSP 2003 (WAS)
 DL1932'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) NORTH-NORTHEAST OF
 DL1932'WIRT, 5.7 MI (9.2 KM) NORTHEAST OF POMROY AND 2.9 MI (4.7 KM)
 DL1932'EAST-SOUTHEAST OF WILDWOOD.
 DL1932' 
 DL1932'GO 17.5 MI (28.2 KM) EAST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION WITH
 DL1932'TRUNK HIGHWAY 46 IN NORTHOME TO AT TRUNK HIGHWAY 1 MILE POINT 172.05,
 DL1932' 
 DL1932'THENCE 82 FT (25.0 M) NORTH AND 4 FT (1.2 M) EAST OF COUNTY ROAD 65
 DL1932'SOUTH, 0.5 FT (0.2 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1388 ***********************************************************************
 OP1388  DESIGNATION -  37 DWB
 OP1388  PID         -  OP1388
 OP1388  STATE/COUNTY-  MN/MURRAY
 OP1388  COUNTRY     -  US
 OP1388  USGS QUAD   -  CHANDLER (1967)
 OP1388
 OP1388                         *CURRENT SURVEY CONTROL
 OP1388  ______________________________________________________________________
 OP1388* NAD 83(2007) POSITION- 43 59 35.23409(N) 095 55 45.32471(W)   ADJUSTED  
 OP1388* NAD 83(2007) ELLIP HT-   480.683 (meters)        (02/10/07)   ADJUSTED
 OP1388* NAD 83(2007) EPOCH   -  2002.00
 OP1388* NAVD 88 ORTHO HEIGHT -   506.951  (meters)    1663.22  (feet) ADJUSTED  
 OP1388  ______________________________________________________________________
 OP1388  NAD 83(2007) X  -   -474,805.333 (meters)                     COMP
 OP1388  NAD 83(2007) Y  - -4,571,763.549 (meters)                     COMP
 OP1388  NAD 83(2007) Z  -  4,407,875.595 (meters)                     COMP
 OP1388  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC09
 OP1388  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 OP1388  DYNAMIC HEIGHT  -        506.841 (meters)     1662.86  (feet) COMP
 OP1388  MODELED GRAVITY -    980,386.6   (mgal)                       NAVD 88
 OP1388
 OP1388  VERT ORDER      -  SECOND    CLASS I
 OP1388
 OP1388  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1388  Type                                         Horiz  Ellip  Dist(km)
 OP1388  -------------------------------------------------------------------
 OP1388  NETWORK                                       0.47   0.57
 OP1388  -------------------------------------------------------------------
 OP1388  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.49      3.38
 OP1388  -------------------------------------------------------------------
 OP1388  NOTE: Click here for information on individual local accuracy
 OP1388  values and other accuracy information.
 OP1388
 OP1388
 OP1388.The horizontal coordinates were established by GPS observations
 OP1388.and adjusted by the National Geodetic Survey in February 2007.
 OP1388
 OP1388.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1388.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1388
 OP1388.The horizontal coordinates are valid at the epoch date displayed above
 OP1388.which is a decimal equivalence of Year/Month/Day.
 OP1388
 OP1388.The orthometric height was determined by differential leveling and
 OP1388.adjusted in June 1995.
 OP1388
 OP1388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1388
 OP1388.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1388
 OP1388.The ellipsoidal height was determined by GPS observations
 OP1388.and is referenced to NAD 83.
 OP1388
 OP1388.The dynamic height is computed by dividing the NAVD 88
 OP1388.geopotential number by the normal gravity value computed on the
 OP1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1388.degrees latitude (g = 980.6199 gals.).
 OP1388
 OP1388.The modeled gravity was interpolated from observed gravity values.
 OP1388
 OP1388. The following values were computed from the NAD 83(2007) position.
 OP1388
 OP1388;                    North         East     Units Scale Factor Converg.
 OP1388;SPC MN S     -   212,173.755   645,264.152   MT  0.99996115   -1 21 08.2
 OP1388;SPC MN S     -   696,106.73  2,117,004.14   sFT  0.99996115   -1 21 08.2
 OP1388;UTM  15      - 4,875,280.954   265,118.561   MT  1.00027859   -2 02 07.8
 OP1388;UTM  14      - 4,875,693.940   746,226.850   MT  1.00034574   +2 08 02.1
 OP1388
 OP1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1388!SPC MN S     -   0.99992463  x   0.99996115  =   0.99988579
 OP1388!UTM  15      -   0.99992463  x   1.00027859  =   1.00020320
 OP1388!UTM  14      -   0.99992463  x   1.00034574  =   1.00027035
 OP1388
 OP1388                          SUPERSEDED SURVEY CONTROL
 OP1388
 OP1388  NAD 83(1996)-  43 59 35.23373(N)    095 55 45.32300(W) AD(       ) 1
 OP1388  ELLIP H (09/28/98)  480.705  (m)                       GP(       ) 3 1
 OP1388  NAVD 88 (09/28/98)  506.95   (m)         1663.2    (f) LEVELING    3  
 OP1388
 OP1388.Superseded values are not recommended for survey control.
 OP1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1388.See file dsdata.txt to determine how the superseded data were derived.
 OP1388
 OP1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6511875280(NAD 83)
 OP1388
 OP1388_MARKER: DB = BENCH MARK DISK
 OP1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1388_SP_SET: CONCRETE MONUMENT
 OP1388_STAMPING: 37 DWB 1965
 OP1388_MARK LOGO: MNHD  
 OP1388_PROJECTION: FLUSH
 OP1388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1388+STABILITY: SURFACE MOTION
 OP1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1388+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 OP1388
 OP1388  HISTORY     - Date     Condition        Report By
 OP1388  HISTORY     - 1965     MONUMENTED       USGS
 OP1388  HISTORY     - 19870824 GOOD             MNDT
 OP1388  HISTORY     - 19930315 GOOD             MNDT
 OP1388  HISTORY     - 20010401 MARK NOT FOUND   MNDT
 OP1388  HISTORY     - 20061009 MARK NOT FOUND   MNDT
 OP1388
 OP1388                          STATION DESCRIPTION
 OP1388
 OP1388'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1388'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST OF THE TOWN OF LAKE
 OP1388'WILSON, IN THE NE 1/4 OF SECTION 18, T106N, R42W, ON THE SOUTH
 OP1388'RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 26.8, 0.8 MI (1.3 KM)
 OP1388'EAST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 91 AT
 OP1388'THE EAST EDGE OF LAKE WILSON.  THE MARK, A STANDARD USGS BENCH MARK
 OP1388'DISK STAMPED---37 DWB 1965---, IS SET IN THE TOP OF A CONCRETE
 OP1388'MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 8 FT
 OP1388'(2.4 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 73.5 FT
 OP1388'(22.4 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 30, 94.3 FT
 OP1388'(28.7 M) SOUTHEAST OF A STEEL STRIPE MARKER POST, 51.3 FT (15.6 M)
 OP1388'WEST OF A STEEL CABLE MARKER POST, AND 0.5 FT (15.2 CM) EAST OF A
 OP1388'STEEL WITNESS POST.  STEEL ROD IN THE CONCRETE MONUMENT MAKES THE
 OP1388'MARK MAGNETIC.
 OP1388
 OP1388                          STATION RECOVERY (1993)
 OP1388
 OP1388'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 OP1388'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERED BY
 OP1388'DAVID K HERDER, TYPED BY J.E.M.
 OP1388
 OP1388                          STATION RECOVERY (2001)
 OP1388
 OP1388'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1388'THE MARK WAS RECOVERED 1.2 MI EAST OF LAKE WILSON, AT TH 30 MP 26.8,
 OP1388'0.8 MI EAST ON TH 30 FRO M JCT OF  TH 30 AND TH 91, 73.5 FT SOUTH OF
 OP1388'TH 30, 94.3 FT SE OF STEEL  POST, 51.3 FT WEST OF CABLE POST, 0.5 FT
 OP1388'EAST OF WIT POST
 OP1388
 OP1388                          STATION RECOVERY (2006)
 OP1388
 OP1388'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 OP1388'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6965 ***********************************************************************
 DH6965  DESIGNATION -  37 HEH
 DH6965  PID         -  DH6965
 DH6965  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DH6965  COUNTRY     -  US
 DH6965  USGS QUAD   -  WILLIAMS (1967)
 DH6965
 DH6965                         *CURRENT SURVEY CONTROL
 DH6965  ______________________________________________________________________
 DH6965* NAD 83(2007) POSITION- 48 50 37.74361(N) 094 57 31.94024(W)   ADJUSTED  
 DH6965* NAD 83(2007) ELLIP HT-   301.866 (meters)        (09/16/11)   ADJUSTED
 DH6965* NAD 83(2007) EPOCH   -  2002.00
 DH6965* NAVD 88 ORTHO HEIGHT -   330.781  (meters)    1085.24  (feet) ADJUSTED  
 DH6965  ______________________________________________________________________
 DH6965  NAD 83(2007) X  -   -363,545.675 (meters)                     COMP
 DH6965  NAD 83(2007) Y  - -4,189,984.402 (meters)                     COMP
 DH6965  NAD 83(2007) Z  -  4,779,373.244 (meters)                     COMP
 DH6965  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC09
 DH6965  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 DH6965  DYNAMIC HEIGHT  -        330.867 (meters)     1085.52  (feet) COMP
 DH6965  MODELED GRAVITY -    980,860.8   (mgal)                       NAVD 88
 DH6965
 DH6965  HORZ ORDER      -  FIRST
 DH6965  VERT ORDER      -  SECOND    CLASS I
 DH6965  ELLP ORDER      -  FIRST     CLASS I
 DH6965
 DH6965.The horizontal coordinates were established by GPS observations
 DH6965.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DH6965
 DH6965.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH6965.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH6965
 DH6965.The horizontal coordinates are valid at the epoch date displayed above
 DH6965.which is a decimal equivalence of Year/Month/Day.
 DH6965
 DH6965.The orthometric height was determined by differential leveling and
 DH6965.adjusted in December 2005.
 DH6965
 DH6965.No vertical observational check was made to the station.
 DH6965
 DH6965.Photographs are available for this station.
 DH6965
 DH6965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6965
 DH6965.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH6965
 DH6965.The ellipsoidal height was determined by GPS observations
 DH6965.and is referenced to NAD 83.
 DH6965
 DH6965.The dynamic height is computed by dividing the NAVD 88
 DH6965.geopotential number by the normal gravity value computed on the
 DH6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6965.degrees latitude (g = 980.6199 gals.).
 DH6965
 DH6965.The modeled gravity was interpolated from observed gravity values.
 DH6965
 DH6965. The following values were computed from the NAD 83(2007) position.
 DH6965
 DH6965;                    North         East     Units Scale Factor Converg.
 DH6965;SPC MN N     -   362,229.208   663,563.407   MT  1.00005826   -1 22 40.2
 DH6965;SPC MN N     - 1,188,413.66  2,177,040.94   sFT  1.00005826   -1 22 40.2
 DH6965;UTM  15      - 5,411,944.088   356,279.402   MT  0.99985376   -1 28 30.4
 DH6965
 DH6965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6965!SPC MN N     -   0.99995269  x   1.00005826  =   1.00001095
 DH6965!UTM  15      -   0.99995269  x   0.99985376  =   0.99980646
 DH6965
 DH6965                          SUPERSEDED SURVEY CONTROL
 DH6965
 DH6965  NAVD 88 (09/16/11)  330.78   (m)         1085.2    (f) LEVELING    3  
 DH6965
 DH6965.Superseded values are not recommended for survey control.
 DH6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH6965.See file dsdata.txt to determine how the superseded data were derived.
 DH6965
 DH6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5627911944(NAD 83)
 DH6965
 DH6965_MARKER: DD = SURVEY DISK
 DH6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6965_STAMPING: 37 HEH 1966
 DH6965_MARK LOGO: USGS  
 DH6965_PROJECTION: PROJECTING 5 CENTIMETERS
 DH6965_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DH6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6965+STABILITY: SURFACE MOTION
 DH6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6965+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2009
 DH6965
 DH6965  HISTORY     - Date     Condition        Report By
 DH6965  HISTORY     - 1966     MONUMENTED       USGS
 DH6965  HISTORY     - 20090603 GOOD             MNDT
 DH6965  HISTORY     - 20090818 GOOD             GEOCAC
 DH6965
 DH6965                          STATION DESCRIPTION
 DH6965
 DH6965'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DH6965'5.25 MILES NORTH OF WILLIAMS, 62 FEET SOUTH AND 48 FEET EAST OF
 DH6965'JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 8.
 DH6965
 DH6965                          STATION RECOVERY (2009)
 DH6965
 DH6965'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DH6965'5.25 MILES NORTH OF WILLIAMS, 62 FEET SOUTH AND 48 FEET EAST OF
 DH6965'JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 8.
 DH6965
 DH6965                          STATION RECOVERY (2009)
 DH6965
 DH6965'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 DH6965'HH2  485037.7 945732.1
 DH6965' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0306 ***********************************************************************
 DI0306  HT_MOD      -  This is a Height Modernization Survey Station.
 DI0306  DESIGNATION -  37 SEM
 DI0306  PID         -  DI0306
 DI0306  STATE/COUNTY-  MN/LAC QUI PARLE
 DI0306  COUNTRY     -  US
 DI0306  USGS QUAD   -  DAWSON NW (1967)
 DI0306
 DI0306                         *CURRENT SURVEY CONTROL
 DI0306  ______________________________________________________________________
 DI0306* NAD 83(2007) POSITION- 44 57 04.29748(N) 096 14 50.28838(W)   ADJUSTED  
 DI0306* NAD 83(2007) ELLIP HT-   305.541 (meters)        (08/24/10)   ADJUSTED
 DI0306* NAD 83(2007) EPOCH   -  2002.00
 DI0306* NAVD 88 ORTHO HEIGHT -   331.51   (meters)    1087.6   (feet) GPS OBS   
 DI0306  ______________________________________________________________________
 DI0306  NAD 83(2007) X  -   -492,045.270 (meters)                     COMP
 DI0306  NAD 83(2007) Y  - -4,494,788.826 (meters)                     COMP
 DI0306  NAD 83(2007) Z  -  4,483,727.363 (meters)                     COMP
 DI0306  LAPLACE CORR    -         -2.02  (seconds)                    DEFLEC09
 DI0306  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 DI0306  HORZ ORDER      -  FIRST
 DI0306  ELLP ORDER      -  THIRD     CLASS I
 DI0306
 DI0306.The horizontal coordinates were established by GPS observations
 DI0306.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0306
 DI0306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0306.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0306
 DI0306.The horizontal coordinates are valid at the epoch date displayed above
 DI0306.which is a decimal equivalence of Year/Month/Day.
 DI0306
 DI0306.The orthometric height was determined by GPS observations and a
 DI0306.high-resolution geoid model using precise GPS observation and
 DI0306.processing techniques.
 DI0306
 DI0306.Photographs are available for this station.
 DI0306
 DI0306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0306
 DI0306.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0306
 DI0306.The ellipsoidal height was determined by GPS observations
 DI0306.and is referenced to NAD 83.
 DI0306
 DI0306. The following values were computed from the NAD 83(2007) position.
 DI0306
 DI0306;                    North         East     Units Scale Factor Converg.
 DI0306;SPC MN S     -   319,240.631   622,687.664   MT  0.99995282   -1 34 30.7
 DI0306;SPC MN S     - 1,047,375.30  2,042,934.44   sFT  0.99995282   -1 34 30.7
 DI0306;UTM  14      - 4,981,215.274   717,139.046   MT  1.00017980   +1 56 44.0
 DI0306
 DI0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0306!SPC MN S     -   0.99995210  x   0.99995282  =   0.99990492
 DI0306!UTM  14      -   0.99995210  x   1.00017980  =   1.00013189
 DI0306
 DI0306                          SUPERSEDED SURVEY CONTROL
 DI0306
 DI0306  NAD 83(1996)-  44 57 04.29712(N)    096 14 50.28805(W) AD(       ) 1
 DI0306  ELLIP H (06/12/06)  305.571  (m)                       GP(       ) 3 2
 DI0306  NAVD 88 (06/12/06)  331.5    (m)  GEOID03 model used   GPS OBS        
 DI0306
 DI0306.Superseded values are not recommended for survey control.
 DI0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0306.See file dsdata.txt to determine how the superseded data were derived.
 DI0306
 DI0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1713981215(NAD 83)
 DI0306
 DI0306_MARKER: DD = SURVEY DISK
 DI0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0306_STAMPING: 37 SEM 1965 1087
 DI0306_MARK LOGO: USGS  
 DI0306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0306+STABILITY: SURFACE MOTION
 DI0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0306+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 DI0306
 DI0306  HISTORY     - Date     Condition        Report By
 DI0306  HISTORY     - 1965     MONUMENTED       USGS
 DI0306  HISTORY     - 20050926 GOOD             MNDT
 DI0306
 DI0306                          STATION DESCRIPTION
 DI0306
 DI0306'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DI0306'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DI0306'THE MARK IS 5.0 MILES (8.0 KM) SOUTH AND 3.0 MILES (4.8 KM) WEST OF
 DI0306'MADISON, 2.5 MILES (4.0 KM) WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF
 DI0306'TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 75 AT TRUNK HIGHWAY 212 MILEPOINT
 DI0306'10.05, THENCE 1.0 MILE (1.6 KM) NORTH 201ST AVENUE ON GRAVEL ROAD, 268
 DI0306'FEET (81.7 M) NORTH AND 30 FEET (9.1 M) WEST OF CROSSROADS, 42 FEET
 DI0306'(12.8 M) SOUTH OF FARM ENTRANCE NUMBER 2007 WEST, 18 FEET (5.5 M)
 DI0306'SOUTH AND 3.0 FEET (0.9 M) WEST OF TEE-FENCE WEST, 2.80 FEET (0.85 M)
 DI0306'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1043 ***********************************************************************
 PQ1043  DESIGNATION -  37 T
 PQ1043  PID         -  PQ1043
 PQ1043  STATE/COUNTY-  MN/LYON
 PQ1043  COUNTRY     -  US
 PQ1043  USGS QUAD   -  MILROY SE (1962)
 PQ1043
 PQ1043                         *CURRENT SURVEY CONTROL
 PQ1043  ______________________________________________________________________
 PQ1043* NAD 83(1996) POSITION- 44 22 13.02430(N) 095 37 22.96729(W)   ADJUSTED  
 PQ1043* NAVD 88 ORTHO HEIGHT -   349.30   (+/-2cm)    1146.0   (feet) VERTCON   
 PQ1043  ______________________________________________________________________
 PQ1043  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PQ1043  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC09
 PQ1043  HORZ ORDER      -  THIRD
 PQ1043  VERT ORDER      -  THIRD ? (See Below)
 PQ1043
 PQ1043.The horizontal coordinates were established by classical geodetic methods
 PQ1043.and adjusted by the National Geodetic Survey in March 1999.
 PQ1043.
 PQ1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1043
 PQ1043.The vertical order pertains to the NGVD 29 superseded value.
 PQ1043
 PQ1043.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1043
 PQ1043. The following values were computed from the NAD 83(1996) position.
 PQ1043
 PQ1043;                    North         East     Units Scale Factor Converg.
 PQ1043;SPC MN S     -   253,538.171   670,652.211   MT  0.99992465   -1 08 15.5
 PQ1043;SPC MN S     -   831,816.48  2,200,298.13   sFT  0.99992465   -1 08 15.5
 PQ1043;UTM  15      - 4,916,347.373   291,010.194   MT  1.00013717   -1 50 05.8
 PQ1043
 PQ1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1043!SPC MN S     -   0.99994947  x   0.99992465  =   0.99987413
 PQ1043!UTM  15      -   0.99994947  x   1.00013717  =   1.00008664
 PQ1043
 PQ1043                          SUPERSEDED SURVEY CONTROL
 PQ1043
 PQ1043  NAD 83(1996)-  44 22 13.01713(N)    095 37 22.96305(W) AD(       ) 3
 PQ1043  NAD 83(1986)-  44 22 13.01733(N)    095 37 22.95956(W) AD(       ) 3
 PQ1043  NAD 27      -  44 22 13.15202(N)    095 37 21.89906(W) AD(       ) 3
 PQ1043  NGVD 29 (07/19/86)  349.13   (m)         1145.4    (f) LEVELING    3  
 PQ1043
 PQ1043.Superseded values are not recommended for survey control.
 PQ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1043.See file dsdata.txt to determine how the superseded data were derived.
 PQ1043
 PQ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9101016347(NAD 83)
 PQ1043
 PQ1043_MARKER: DB = BENCH MARK DISK
 PQ1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1043_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1043_STAMPING: 37 T 1960 1145
 PQ1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1043+STABILITY: SURFACE MOTION
 PQ1043
 PQ1043  HISTORY     - Date     Condition        Report By
 PQ1043  HISTORY     - 1960     MONUMENTED       USGS
 PQ1043
 PQ1043                          STATION DESCRIPTION
 PQ1043
 PQ1043'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1043'TRACY,9.5 MILE N AND 0.5 MILE E OF. 358 FT E AND 37 FT S OF RD AT N-S
 PQ1043'FENCE AT N1/4 CORNER OF SECTION 2,T.110N,R.40W,10 FT E OF FIELD
 PQ1043'ENTRANCE S AND 20 FT E AND 1.9 FT HIGHER THAN RD AT FIELD ENTRANCE N,
 PQ1043'2 FT S OF E-W FENCE. IN A CONCRETE POST A STANDARD TABLET STAMPED
 PQ1043'---37 T 1960 1145 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4381 ***********************************************************************
 DM4381  DESIGNATION -  3701 A
 DM4381  PID         -  DM4381
 DM4381  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4381  COUNTRY     -  US
 DM4381  USGS QUAD   -  CERRO GORDO (1958)
 DM4381
 DM4381                         *CURRENT SURVEY CONTROL
 DM4381  ______________________________________________________________________
 DM4381* NAD 83(1986) POSITION- 45 04 49.     (N) 096 02 31.     (W)   SCALED    
 DM4381* NAVD 88 ORTHO HEIGHT -   324.191  (meters)    1063.62  (feet) ADJUSTED  
 DM4381  ______________________________________________________________________
 DM4381  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 DM4381  DYNAMIC HEIGHT  -        324.166 (meters)     1063.53  (feet) COMP
 DM4381  MODELED GRAVITY -    980,530.8   (mgal)                       NAVD 88
 DM4381
 DM4381  VERT ORDER      -  SECOND    CLASS I
 DM4381
 DM4381.The horizontal coordinates were scaled from a topographic map and have
 DM4381.an estimated accuracy of +/- 6 seconds.
 DM4381.
 DM4381.The orthometric height was determined by differential leveling and
 DM4381.adjusted in February 2011.
 DM4381
 DM4381.The dynamic height is computed by dividing the NAVD 88
 DM4381.geopotential number by the normal gravity value computed on the
 DM4381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4381.degrees latitude (g = 980.6199 gals.).
 DM4381
 DM4381.The modeled gravity was interpolated from observed gravity values.
 DM4381
 DM4381;                    North         East    Units  Estimated Accuracy
 DM4381;SPC MN S     -   333,160.      639,250.      MT  (+/- 180 meters Scaled)
 DM4381
 DM4381                          SUPERSEDED SURVEY CONTROL
 DM4381
 DM4381.No superseded survey control is available for this station.
 DM4381
 DM4381_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ328961(NAD 83)
 DM4381
 DM4381_MARKER: DB = BENCH MARK DISK
 DM4381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4381_STAMPING: 3701 A 1951
 DM4381_MARK LOGO: MNHD  
 DM4381_PROJECTION: PROJECTING 5 CENTIMETERS
 DM4381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4381+STABILITY: SURFACE MOTION
 DM4381_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4381+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DM4381
 DM4381  HISTORY     - Date     Condition        Report By
 DM4381  HISTORY     - 1951     MONUMENTED       MNHD
 DM4381  HISTORY     - 20060829 GOOD             MNDT
 DM4381
 DM4381                          STATION DESCRIPTION
 DM4381
 DM4381'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4381'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF APPLETON, 6.6
 DM4381'MI (10.6 KM) WEST-SOUTHWEST OF MILAN AND 2.0 MI (3.2 KM)
 DM4381'NORTH-NORTHWEST OF CERRO GORDO.
 DM4381' 
 DM4381'TO REACH TO THE MARK GO 1.02 MI (1.6 KM) EAST ON TRUNK HIGHWAY 40 FROM
 DM4381'THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 119, AT TRUNK
 DM4381'HIGHWAY MILE POINT 25.10, AT TRUNK HIGHWAY 40 STATION 53+75, 76 FT
 DM4381'(23.2 M) NORTH OF TRUNK HIGHWAY 40, 60 FT (18.3 M) EAST OF 301ST
 DM4381'AVENUE, 1.7 FT (0.5 M) SOUTHWEST OF POWER-POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4380 ***********************************************************************
 DM4380  DESIGNATION -  3701 C
 DM4380  PID         -  DM4380
 DM4380  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4380  COUNTRY     -  US
 DM4380  USGS QUAD   -  CERRO GORDO (1958)
 DM4380
 DM4380                         *CURRENT SURVEY CONTROL
 DM4380  ______________________________________________________________________
 DM4380* NAD 83(1986) POSITION- 45 04 49.     (N) 096 00 23.     (W)   SCALED    
 DM4380* NAVD 88 ORTHO HEIGHT -   307.816  (meters)    1009.89  (feet) ADJUSTED  
 DM4380  ______________________________________________________________________
 DM4380  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 DM4380  DYNAMIC HEIGHT  -        307.792 (meters)     1009.81  (feet) COMP
 DM4380  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 DM4380
 DM4380  VERT ORDER      -  SECOND    CLASS I
 DM4380
 DM4380.The horizontal coordinates were scaled from a topographic map and have
 DM4380.an estimated accuracy of +/- 6 seconds.
 DM4380.
 DM4380.The orthometric height was determined by differential leveling and
 DM4380.adjusted in February 2011.
 DM4380
 DM4380.The dynamic height is computed by dividing the NAVD 88
 DM4380.geopotential number by the normal gravity value computed on the
 DM4380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4380.degrees latitude (g = 980.6199 gals.).
 DM4380
 DM4380.The modeled gravity was interpolated from observed gravity values.
 DM4380
 DM4380;                    North         East    Units  Estimated Accuracy
 DM4380;SPC MN S     -   333,090.      642,040.      MT  (+/- 180 meters Scaled)
 DM4380
 DM4380                          SUPERSEDED SURVEY CONTROL
 DM4380
 DM4380.No superseded survey control is available for this station.
 DM4380
 DM4380_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ356962(NAD 83)
 DM4380
 DM4380_MARKER: DB = BENCH MARK DISK
 DM4380_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4380_SP_SET: IN BOX CULVERT HEAD WALL
 DM4380_STAMPING: 3701 C 1951
 DM4380_MARK LOGO: MNHD  
 DM4380_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4380+STABILITY: SURFACE MOTION
 DM4380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4380+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DM4380
 DM4380  HISTORY     - Date     Condition        Report By
 DM4380  HISTORY     - 1951     MONUMENTED       MNHD
 DM4380  HISTORY     - 20060829 GOOD             MNDT
 DM4380
 DM4380                          STATION DESCRIPTION
 DM4380
 DM4380'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4380'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH OF APPLETON, 5.0
 DM4380'MI (8.0 KM) WEST-SOUTHWEST OF MILAN AND 2.3 MI (3.7 KM)
 DM4380'NORTH-NORTHEAST OF CERRO GORDO.
 DM4380' 
 DM4380'TO REACH TO THE MARK GO 2.76 MI (4.4 KM) EAST OF THE JUNCTION OF TRUNK
 DM4380'HIGHWAY 40 AND TRUNK HIGHWAY 119, AT TRUNK HIGHWAY 40 MILE POINT
 DM4380'26.75, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 40 BOX CULVERT, AT TRUNK
 DM4380'HIGHWAY 40 STATION 145+34, 25.0 FT (7.6 M) SOUTH-SOUTHEAST OF TRUNK
 DM4380'HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4395 ***********************************************************************
 DM4395  DESIGNATION -  3701 CC
 DM4395  PID         -  DM4395
 DM4395  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4395  COUNTRY     -  US
 DM4395  USGS QUAD   -  CERRO GORDO (1958)
 DM4395
 DM4395                         *CURRENT SURVEY CONTROL
 DM4395  ______________________________________________________________________
 DM4395* NAD 83(1986) POSITION- 45 01 45.     (N) 096 03 45.     (W)   SCALED    
 DM4395* NAVD 88 ORTHO HEIGHT -   316.067  (meters)    1036.96  (feet) ADJUSTED  
 DM4395  ______________________________________________________________________
 DM4395  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 DM4395  DYNAMIC HEIGHT  -        316.042 (meters)     1036.88  (feet) COMP
 DM4395  MODELED GRAVITY -    980,527.2   (mgal)                       NAVD 88
 DM4395
 DM4395  VERT ORDER      -  SECOND    CLASS I
 DM4395
 DM4395.The horizontal coordinates were scaled from a topographic map and have
 DM4395.an estimated accuracy of +/- 6 seconds.
 DM4395.
 DM4395.The orthometric height was determined by differential leveling and
 DM4395.adjusted in February 2011.
 DM4395
 DM4395.The dynamic height is computed by dividing the NAVD 88
 DM4395.geopotential number by the normal gravity value computed on the
 DM4395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4395.degrees latitude (g = 980.6199 gals.).
 DM4395
 DM4395.The modeled gravity was interpolated from observed gravity values.
 DM4395
 DM4395;                    North         East    Units  Estimated Accuracy
 DM4395;SPC MN S     -   327,520.      637,480.      MT  (+/- 180 meters Scaled)
 DM4395
 DM4395                          SUPERSEDED SURVEY CONTROL
 DM4395
 DM4395.No superseded survey control is available for this station.
 DM4395
 DM4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ314903(NAD 83)
 DM4395
 DM4395_MARKER: DB = BENCH MARK DISK
 DM4395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4395_SP_SET: SET IN BRIDGE WING WALL
 DM4395_STAMPING: 3701 CC 1949
 DM4395_MARK LOGO: MNHD  
 DM4395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4395+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4395
 DM4395  HISTORY     - Date     Condition        Report By
 DM4395  HISTORY     - 1949     MONUMENTED       MNHD
 DM4395  HISTORY     - 20060912 GOOD             MNDT
 DM4395
 DM4395                          STATION DESCRIPTION
 DM4395
 DM4395'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4395'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH OF DAWSON, 6.7 MI
 DM4395'(10.8 KM) EAST-NORTHEAST OF MADISON AND 2.2 MI (3.5 KM) SOUTHWEST OF
 DM4395'CERRO GORDO.
 DM4395' 
 DM4395'TO REACH TO THE MARK GO 6.5 MI (10.5 KM) EAST AND 1.5 MI (2.4 KM)
 DM4395'NORTH ON TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND
 DM4395'TRUNK HIGHWAY 75 AT MADISON, AT TRUNK HIGHWAY 40 MILE POINT 20.50, IN
 DM4395'SOUTHEAST CORNER OF BRIDGE 6706 OVER DITCH, AT TRUNK HIGHWAY 40
 DM4395'STATION 417+28, 181 FT (55.2 M) RIGHT OF TRUNK HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3021 ***********************************************************************
 DK3021  DESIGNATION -  3701 F
 DK3021  PID         -  DK3021
 DK3021  STATE/COUNTY-  MN/LAC QUI PARLE
 DK3021  COUNTRY     -  US
 DK3021  USGS QUAD   -  CERRO GORDO (1958)
 DK3021
 DK3021                         *CURRENT SURVEY CONTROL
 DK3021  ______________________________________________________________________
 DK3021* NAD 83(2007) POSITION- 45 04 47.93792(N) 096 01 18.71832(W)   ADJUSTED  
 DK3021* NAD 83(2007) ELLIP HT-   286.422 (meters)        (07/23/09)   ADJUSTED
 DK3021* NAD 83(2007) EPOCH   -  2002.00
 DK3021* NAVD 88 ORTHO HEIGHT -   312.600  (meters)    1025.59  (feet) ADJUSTED  
 DK3021  ______________________________________________________________________
 DK3021  NAD 83(2007) X  -   -473,292.818 (meters)                     COMP
 DK3021  NAD 83(2007) Y  - -4,486,608.703 (meters)                     COMP
 DK3021  NAD 83(2007) Z  -  4,493,832.085 (meters)                     COMP
 DK3021  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC09
 DK3021  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 DK3021  DYNAMIC HEIGHT  -        312.577 (meters)     1025.51  (feet) COMP
 DK3021  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 DK3021
 DK3021  HORZ ORDER      -  FIRST
 DK3021  VERT ORDER      -  SECOND    CLASS I
 DK3021  ELLP ORDER      -  FOURTH    CLASS I
 DK3021
 DK3021.The horizontal coordinates were established by GPS observations
 DK3021.and adjusted by the National Geodetic Survey in July 2009.
 DK3021
 DK3021.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3021.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3021
 DK3021.The horizontal coordinates are valid at the epoch date displayed above
 DK3021.which is a decimal equivalence of Year/Month/Day.
 DK3021
 DK3021.The orthometric height was determined by differential leveling and
 DK3021.adjusted in February 2011.
 DK3021
 DK3021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3021
 DK3021.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3021
 DK3021.The ellipsoidal height was determined by GPS observations
 DK3021.and is referenced to NAD 83.
 DK3021
 DK3021.The dynamic height is computed by dividing the NAVD 88
 DK3021.geopotential number by the normal gravity value computed on the
 DK3021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3021.degrees latitude (g = 980.6199 gals.).
 DK3021
 DK3021.The modeled gravity was interpolated from observed gravity values.
 DK3021
 DK3021. The following values were computed from the NAD 83(2007) position.
 DK3021
 DK3021;                    North         East     Units Scale Factor Converg.
 DK3021;SPC MN S     -   333,083.824   640,824.728   MT  0.99997301   -1 25 01.9
 DK3021;SPC MN S     - 1,092,792.51  2,102,439.13   sFT  0.99997301   -1 25 01.9
 DK3021;UTM  14      - 4,996,151.000   734,395.543   MT  1.00027561   +2 06 35.1
 DK3021;UTM  15      - 4,996,278.731   262,162.482   MT  1.00029560   -2 08 26.7
 DK3021
 DK3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3021!SPC MN S     -   0.99995510  x   0.99997301  =   0.99992811
 DK3021!UTM  14      -   0.99995510  x   1.00027561  =   1.00023069
 DK3021!UTM  15      -   0.99995510  x   1.00029560  =   1.00025068
 DK3021
 DK3021                          SUPERSEDED SURVEY CONTROL
 DK3021
 DK3021  NAD 83(1996)-  45 04 47.93754(N)    096 01 18.71807(W) AD(       ) 1
 DK3021  ELLIP H (01/10/08)  286.425  (m)                       GP(       ) 4 1
 DK3021  NAVD 88 (01/10/08)  312.60   (m)         1025.6    (f) LEVELING    3  
 DK3021
 DK3021.Superseded values are not recommended for survey control.
 DK3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3021.See file dsdata.txt to determine how the superseded data were derived.
 DK3021
 DK3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3439596151(NAD 83)
 DK3021
 DK3021_MARKER: DD = SURVEY DISK
 DK3021_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3021_STAMPING: 3701 F 2006
 DK3021_MARK LOGO: MNDT  
 DK3021_PROJECTION: FLUSH
 DK3021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3021+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DK3021_ROD/PIPE-DEPTH:  6.1 meters
 DK3021
 DK3021  HISTORY     - Date     Condition        Report By
 DK3021  HISTORY     - 2006     MONUMENTED       MNDT
 DK3021  HISTORY     - 20060812 GOOD             MNDT
 DK3021
 DK3021                          STATION DESCRIPTION
 DK3021
 DK3021'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3021'8.0 MILES NORTHEAST OF MADISON, 11.50 MILES EAST AND NORTH ALONG TRUNK
 DK3021'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 75
 DK3021'IN MADISON, TO TRUNK HIGHWAY 40 MILEPOINT 24.10, THEN 2.0 MILES EAST
 DK3021'ON TRUNK HIGHWAY 40, AT TRUNK HGIHWAY 40 MILEPOINT 26.10, 73.6 FEET
 DK3021'SOUTH OF TRUNK HGIHWAY 40, 66.6 FEET WEST OF 311TH AVENUE, 1.0 FEET
 DK3021'NORTH OF WITNESS POST.
 DK3021
 DK3021                          STATION RECOVERY (2006)
 DK3021
 DK3021'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 DK3021'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4394 ***********************************************************************
 DM4394  DESIGNATION -  3701 G
 DM4394  PID         -  DM4394
 DM4394  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4394  COUNTRY     -  US
 DM4394  USGS QUAD   -  CERRO GORDO (1958)
 DM4394
 DM4394                         *CURRENT SURVEY CONTROL
 DM4394  ______________________________________________________________________
 DM4394* NAD 83(1986) POSITION- 45 03 09.     (N) 096 03 47.     (W)   SCALED    
 DM4394* NAVD 88 ORTHO HEIGHT -   315.216  (meters)    1034.17  (feet) ADJUSTED  
 DM4394  ______________________________________________________________________
 DM4394  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 DM4394  DYNAMIC HEIGHT  -        315.191 (meters)     1034.09  (feet) COMP
 DM4394  MODELED GRAVITY -    980,528.5   (mgal)                       NAVD 88
 DM4394
 DM4394  VERT ORDER      -  SECOND    CLASS I
 DM4394
 DM4394.The horizontal coordinates were scaled from a topographic map and have
 DM4394.an estimated accuracy of +/- 6 seconds.
 DM4394.
 DM4394.The orthometric height was determined by differential leveling and
 DM4394.adjusted in February 2011.
 DM4394
 DM4394.The dynamic height is computed by dividing the NAVD 88
 DM4394.geopotential number by the normal gravity value computed on the
 DM4394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4394.degrees latitude (g = 980.6199 gals.).
 DM4394
 DM4394.The modeled gravity was interpolated from observed gravity values.
 DM4394
 DM4394;                    North         East    Units  Estimated Accuracy
 DM4394;SPC MN S     -   330,110.      637,510.      MT  (+/- 180 meters Scaled)
 DM4394
 DM4394                          SUPERSEDED SURVEY CONTROL
 DM4394
 DM4394.No superseded survey control is available for this station.
 DM4394
 DM4394_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ312929(NAD 83)
 DM4394
 DM4394_MARKER: DD = SURVEY DISK
 DM4394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4394_STAMPING: 3701 G 2006
 DM4394_MARK LOGO: MNDT  
 DM4394_PROJECTION: RECESSED 5 CENTIMETERS
 DM4394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4394+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4394_ROD/PIPE-DEPTH:  6.1 meters
 DM4394
 DM4394  HISTORY     - Date     Condition        Report By
 DM4394  HISTORY     - 2006     MONUMENTED       MNDT
 DM4394
 DM4394                          STATION DESCRIPTION
 DM4394
 DM4394'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4394'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTH OF DAWSON, 7.1 MI
 DM4394'(11.4 KM) EAST-NORTHEAST OF MADISON AND 1.5 MI (2.4 KM) WEST OF CERRO
 DM4394'GORDO.
 DM4394' 
 DM4394'TO REACH TO THE MARK GO 9.6 MI (15.4 KM) EAST AND NORTH ALONG TRUNK
 DM4394'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 EAST AND TRUNK
 DM4394'HIGHWAY 75 IN MADISON, AT TRUNK HIGHWAY 40 MILE POINT 22.1, 86.0 FT
 DM4394'(26.2 M) EAST OF SET OF TWO POWER POLES, 75.0 FT (22.9 M) WEST OF
 DM4394'TRUNK HIGHWAY 40, 57.6 FT (17.6 M) NORTH OF COUNTY ROAD 26, 1.0 FT
 DM4394'(0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4396 ***********************************************************************
 DM4396  DESIGNATION -  3701 H
 DM4396  PID         -  DM4396
 DM4396  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4396  COUNTRY     -  US
 DM4396  USGS QUAD   -  CERRO GORDO (1958)
 DM4396
 DM4396                         *CURRENT SURVEY CONTROL
 DM4396  ______________________________________________________________________
 DM4396* NAD 83(1986) POSITION- 45 01 23.     (N) 096 03 46.     (W)   SCALED    
 DM4396* NAVD 88 ORTHO HEIGHT -   317.638  (meters)    1042.12  (feet) ADJUSTED  
 DM4396  ______________________________________________________________________
 DM4396  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 DM4396  DYNAMIC HEIGHT  -        317.612 (meters)     1042.03  (feet) COMP
 DM4396  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DM4396
 DM4396  VERT ORDER      -  SECOND    CLASS I
 DM4396
 DM4396.The horizontal coordinates were scaled from a topographic map and have
 DM4396.an estimated accuracy of +/- 6 seconds.
 DM4396.
 DM4396.The orthometric height was determined by differential leveling and
 DM4396.adjusted in February 2011.
 DM4396
 DM4396.The dynamic height is computed by dividing the NAVD 88
 DM4396.geopotential number by the normal gravity value computed on the
 DM4396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4396.degrees latitude (g = 980.6199 gals.).
 DM4396
 DM4396.The modeled gravity was interpolated from observed gravity values.
 DM4396
 DM4396;                    North         East    Units  Estimated Accuracy
 DM4396;SPC MN S     -   326,840.      637,450.      MT  (+/- 180 meters Scaled)
 DM4396
 DM4396                          SUPERSEDED SURVEY CONTROL
 DM4396
 DM4396.No superseded survey control is available for this station.
 DM4396
 DM4396_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ314897(NAD 83)
 DM4396
 DM4396_MARKER: DD = SURVEY DISK
 DM4396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4396_STAMPING: 3701 H 2006
 DM4396_MARK LOGO: MNDT  
 DM4396_PROJECTION: FLUSH
 DM4396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4396+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4396_ROD/PIPE-DEPTH:  6.1 meters
 DM4396
 DM4396  HISTORY     - Date     Condition        Report By
 DM4396  HISTORY     - 2006     MONUMENTED       MNDT
 DM4396
 DM4396                          STATION DESCRIPTION
 DM4396
 DM4396'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4396'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST OF MADISON, 6.2 MI
 DM4396'(10.0 KM) NORTH OF DAWSON AND 2.5 MI (4.0 KM) SOUTHWEST OF CERRO
 DM4396'GORDO.
 DM4396' 
 DM4396'TO REACH TO THE MARK GO 7.55 MI (12.1 KM) EAST AND NORTH ALONG TRUNK
 DM4396'HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 EAST AND TRUNK
 DM4396'HIGHWAY 75 IN MADISON, AT TRUNK HIGHWAY 40 MILEPOST 20.1, 76.0 FT
 DM4396'(23.2 M) WEST OF TRUNK HIGHWAY 40, 45.7 FT (13.9 M) NORTH OF 250TH
 DM4396'STREET, 10.3 FT (3.1 M) NORTHEAST OF A FENCE CORNER, 10.0 FT (3.0 M)
 DM4396'NORTH OF CABLE BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3022 ***********************************************************************
 DK3022  DESIGNATION -  3701 J
 DK3022  PID         -  DK3022
 DK3022  STATE/COUNTY-  MN/LAC QUI PARLE
 DK3022  COUNTRY     -  US
 DK3022  USGS QUAD   -  CERRO GORDO (1958)
 DK3022
 DK3022                         *CURRENT SURVEY CONTROL
 DK3022  ______________________________________________________________________
 DK3022* NAD 83(2007) POSITION- 45 00 30.00661(N) 096 03 48.55763(W)   ADJUSTED  
 DK3022* NAD 83(2007) ELLIP HT-   290.974 (meters)        (07/23/09)   ADJUSTED
 DK3022* NAD 83(2007) EPOCH   -  2002.00
 DK3022* NAVD 88 ORTHO HEIGHT -   317.083  (meters)    1040.30  (feet) ADJUSTED  
 DK3022  ______________________________________________________________________
 DK3022  NAD 83(2007) X  -   -477,147.503 (meters)                     COMP
 DK3022  NAD 83(2007) Y  - -4,491,870.223 (meters)                     COMP
 DK3022  NAD 83(2007) Z  -  4,488,209.136 (meters)                     COMP
 DK3022  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC09
 DK3022  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DK3022  DYNAMIC HEIGHT  -        317.057 (meters)     1040.21  (feet) COMP
 DK3022  MODELED GRAVITY -    980,525.8   (mgal)                       NAVD 88
 DK3022
 DK3022  HORZ ORDER      -  FIRST
 DK3022  VERT ORDER      -  SECOND    CLASS I
 DK3022  ELLP ORDER      -  FOURTH    CLASS I
 DK3022
 DK3022.The horizontal coordinates were established by GPS observations
 DK3022.and adjusted by the National Geodetic Survey in July 2009.
 DK3022
 DK3022.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3022.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3022
 DK3022.The horizontal coordinates are valid at the epoch date displayed above
 DK3022.which is a decimal equivalence of Year/Month/Day.
 DK3022
 DK3022.The orthometric height was determined by differential leveling and
 DK3022.adjusted in February 2011.
 DK3022
 DK3022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3022
 DK3022.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3022
 DK3022.The ellipsoidal height was determined by GPS observations
 DK3022.and is referenced to NAD 83.
 DK3022
 DK3022.The dynamic height is computed by dividing the NAVD 88
 DK3022.geopotential number by the normal gravity value computed on the
 DK3022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3022.degrees latitude (g = 980.6199 gals.).
 DK3022
 DK3022.The modeled gravity was interpolated from observed gravity values.
 DK3022
 DK3022. The following values were computed from the NAD 83(2007) position.
 DK3022
 DK3022;                    North         East     Units Scale Factor Converg.
 DK3022;SPC MN S     -   325,206.122   637,347.672   MT  0.99996115   -1 26 46.9
 DK3022;SPC MN S     - 1,066,947.09  2,091,031.49   sFT  0.99996115   -1 26 46.9
 DK3022;UTM  14      - 4,988,071.971   731,408.587   MT  1.00025851   +2 04 39.5
 DK3022;UTM  15      - 4,988,442.837   258,585.167   MT  1.00031670   -2 10 03.3
 DK3022
 DK3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3022!SPC MN S     -   0.99995438  x   0.99996115  =   0.99991553
 DK3022!UTM  14      -   0.99995438  x   1.00025851  =   1.00021288
 DK3022!UTM  15      -   0.99995438  x   1.00031670  =   1.00027107
 DK3022
 DK3022                          SUPERSEDED SURVEY CONTROL
 DK3022
 DK3022  NAD 83(1996)-  45 00 30.00620(N)    096 03 48.55762(W) AD(       ) 1
 DK3022  ELLIP H (01/10/08)  290.996  (m)                       GP(       ) 4 1
 DK3022  NAVD 88 (01/10/08)  317.08   (m)         1040.3    (f) LEVELING    3  
 DK3022
 DK3022.Superseded values are not recommended for survey control.
 DK3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3022.See file dsdata.txt to determine how the superseded data were derived.
 DK3022
 DK3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3140888071(NAD 83)
 DK3022
 DK3022_MARKER: DD = SURVEY DISK
 DK3022_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3022_STAMPING: 3701 J 2006
 DK3022_MARK LOGO: MNDT  
 DK3022_PROJECTION: FLUSH
 DK3022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3022+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2006
 DK3022_ROD/PIPE-DEPTH:  6.1 meters
 DK3022
 DK3022  HISTORY     - Date     Condition        Report By
 DK3022  HISTORY     - 2006     MONUMENTED       MNDT
 DK3022  HISTORY     - 20060812 GOOD             MNDT
 DK3022
 DK3022                          STATION DESCRIPTION
 DK3022
 DK3022'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3022'6.5 MILES EAST OF MADISON, 6.5 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DK3022'JUNCTION OF TRUNK HIGHWAY 40 EAST AND TRUNK HIGHWAY 75 IN MADISON, TO
 DK3022'TRUNK HIGHWAY 40 MILEPOINT 19.05, THEN 0.15 MILES EAST ON COUNTY ROAD
 DK3022'20 (240TH STREET), 60.0 FEET SOUTH OF COUNTY ROAD 20 (240 TH STREET),
 DK3022'106 FEET WEST OF 291ST AVENUE, 52.0 FEET EAST OF FIELD ENTRANCE, 1.0
 DK3022'FEET NORTH OF WITNESS POST.
 DK3022
 DK3022                          STATION RECOVERY (2006)
 DK3022
 DK3022'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WSA)
 DK3022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4398 ***********************************************************************
 DM4398  DESIGNATION -  3701 K
 DM4398  PID         -  DM4398
 DM4398  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4398  COUNTRY     -  US
 DM4398  USGS QUAD   -  CERRO GORDO (1958)
 DM4398
 DM4398                         *CURRENT SURVEY CONTROL
 DM4398  ______________________________________________________________________
 DM4398* NAD 83(1986) POSITION- 45 00 30.     (N) 096 06 16.     (W)   SCALED    
 DM4398* NAVD 88 ORTHO HEIGHT -   318.040  (meters)    1043.44  (feet) ADJUSTED  
 DM4398  ______________________________________________________________________
 DM4398  GEOID HEIGHT    -        -26.09  (meters)                     GEOID09
 DM4398  DYNAMIC HEIGHT  -        318.014 (meters)     1043.35  (feet) COMP
 DM4398  MODELED GRAVITY -    980,524.3   (mgal)                       NAVD 88
 DM4398
 DM4398  VERT ORDER      -  SECOND    CLASS I
 DM4398
 DM4398.The horizontal coordinates were scaled from a topographic map and have
 DM4398.an estimated accuracy of +/- 6 seconds.
 DM4398.
 DM4398.The orthometric height was determined by differential leveling and
 DM4398.adjusted in February 2011.
 DM4398
 DM4398.The dynamic height is computed by dividing the NAVD 88
 DM4398.geopotential number by the normal gravity value computed on the
 DM4398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4398.degrees latitude (g = 980.6199 gals.).
 DM4398
 DM4398.The modeled gravity was interpolated from observed gravity values.
 DM4398
 DM4398;                    North         East    Units  Estimated Accuracy
 DM4398;SPC MN S     -   325,290.      634,120.      MT  (+/- 180 meters Scaled)
 DM4398
 DM4398                          SUPERSEDED SURVEY CONTROL
 DM4398
 DM4398.No superseded survey control is available for this station.
 DM4398
 DM4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ281879(NAD 83)
 DM4398
 DM4398_MARKER: DD = SURVEY DISK
 DM4398_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4398_STAMPING: 3701 K 2006
 DM4398_MARK LOGO: MNDT  
 DM4398_PROJECTION: FLUSH
 DM4398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4398+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4398_ROD/PIPE-DEPTH:  4.6 meters
 DM4398
 DM4398  HISTORY     - Date     Condition        Report By
 DM4398  HISTORY     - 2006     MONUMENTED       MNDT
 DM4398  HISTORY     - 20060912 GOOD             MNDT
 DM4398
 DM4398                          STATION DESCRIPTION
 DM4398
 DM4398'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4398'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH-NORTHWEST OF
 DM4398'DAWSON, 4.7 MI (7.6 KM) SOUTHWEST OF CERRO GORDO AND 4.5 MI (7.2 KM)
 DM4398'EAST OF MADISON.
 DM4398' 
 DM4398'TO REACH TO THE MARK GO 4.5 MI (7.2 KM) EAST OF MADISON, 4.55 MI (7.3
 DM4398'KM) EAST ALONG TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40
 DM4398'EAST AND TRUNK HIGHWAY 75 IN MADISON, AT TRUNK HIGHWAY 40 MILE POINT
 DM4398'17.15, 72.6 FT (22.1 M) NORTH OF TRUNK HIGHWAY 75, 73.6 FT (22.4 M)
 DM4398'WEST OF COUNTY ROAD 67, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4399 ***********************************************************************
 DM4399  DESIGNATION -  3701 L
 DM4399  PID         -  DM4399
 DM4399  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4399  COUNTRY     -  US
 DM4399  USGS QUAD   -  CERRO GORDO (1958)
 DM4399
 DM4399                         *CURRENT SURVEY CONTROL
 DM4399  ______________________________________________________________________
 DM4399* NAD 83(1986) POSITION- 45 00 29.     (N) 096 07 28.     (W)   SCALED    
 DM4399* NAVD 88 ORTHO HEIGHT -   323.682  (meters)    1061.95  (feet) ADJUSTED  
 DM4399  ______________________________________________________________________
 DM4399  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DM4399  DYNAMIC HEIGHT  -        323.655 (meters)     1061.86  (feet) COMP
 DM4399  MODELED GRAVITY -    980,523.7   (mgal)                       NAVD 88
 DM4399
 DM4399  VERT ORDER      -  SECOND    CLASS I
 DM4399
 DM4399.The horizontal coordinates were scaled from a topographic map and have
 DM4399.an estimated accuracy of +/- 6 seconds.
 DM4399.
 DM4399.The orthometric height was determined by differential leveling and
 DM4399.adjusted in February 2011.
 DM4399
 DM4399.The dynamic height is computed by dividing the NAVD 88
 DM4399.geopotential number by the normal gravity value computed on the
 DM4399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4399.degrees latitude (g = 980.6199 gals.).
 DM4399
 DM4399.The modeled gravity was interpolated from observed gravity values.
 DM4399
 DM4399;                    North         East    Units  Estimated Accuracy
 DM4399;SPC MN S     -   325,300.      632,540.      MT  (+/- 180 meters Scaled)
 DM4399
 DM4399                          SUPERSEDED SURVEY CONTROL
 DM4399
 DM4399.No superseded survey control is available for this station.
 DM4399
 DM4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ266878(NAD 83)
 DM4399
 DM4399_MARKER: DD = SURVEY DISK
 DM4399_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4399_STAMPING: 3701 L 2006
 DM4399_MARK LOGO: MNDT  
 DM4399_PROJECTION: RECESSED 8 CENTIMETERS
 DM4399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4399+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4399_ROD/PIPE-DEPTH:  9.1 meters
 DM4399
 DM4399  HISTORY     - Date     Condition        Report By
 DM4399  HISTORY     - 2006     MONUMENTED       MNDT
 DM4399
 DM4399                          STATION DESCRIPTION
 DM4399
 DM4399'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4399'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF
 DM4399'DAWSON, 5.5 MI (8.8 KM) SOUTHWEST OF CERRO GORDO AND 3.5 MI (5.6 KM)
 DM4399'EAST OF MADISON.
 DM4399' 
 DM4399'TO REACH TO THE MARK GO 3.5 MI (5.6 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4399'FROM THE JUNCTION OF TRUNK HIGHWAY 40 EAST AND TRUNK HIGHWAY 75 IN
 DM4399'MADISON, AT TRUNK HIGHWAY 40 MILE POINT 16.20, 142.6 FT (43.5 M) SOUTH
 DM4399'OF TRUNK HIGHWAY 40, 24.6 FT (7.5 M) EAST OF MINIMUM MAINTENANCE ROAD,
 DM4399'17.0 FT (5.2 M) SOUTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A
 DM4399'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3023 ***********************************************************************
 DK3023  DESIGNATION -  3701 M
 DK3023  PID         -  DK3023
 DK3023  STATE/COUNTY-  MN/LAC QUI PARLE
 DK3023  COUNTRY     -  US
 DK3023  USGS QUAD   -  MADISON (1958)
 DK3023
 DK3023                         *CURRENT SURVEY CONTROL
 DK3023  ______________________________________________________________________
 DK3023* NAD 83(2007) POSITION- 45 00 31.00574(N) 096 08 43.32049(W)   ADJUSTED  
 DK3023* NAD 83(2007) ELLIP HT-   301.793 (meters)        (07/23/09)   ADJUSTED
 DK3023* NAD 83(2007) EPOCH   -  2002.00
 DK3023* NAVD 88 ORTHO HEIGHT -   327.857  (meters)    1075.64  (feet) ADJUSTED  
 DK3023  ______________________________________________________________________
 DK3023  NAD 83(2007) X  -   -483,564.607 (meters)                     COMP
 DK3023  NAD 83(2007) Y  - -4,491,169.685 (meters)                     COMP
 DK3023  NAD 83(2007) Z  -  4,488,238.594 (meters)                     COMP
 DK3023  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC09
 DK3023  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DK3023  DYNAMIC HEIGHT  -        327.829 (meters)     1075.55  (feet) COMP
 DK3023  MODELED GRAVITY -    980,523.1   (mgal)                       NAVD 88
 DK3023
 DK3023  HORZ ORDER      -  FIRST
 DK3023  VERT ORDER      -  SECOND    CLASS I
 DK3023  ELLP ORDER      -  FOURTH    CLASS I
 DK3023
 DK3023.The horizontal coordinates were established by GPS observations
 DK3023.and adjusted by the National Geodetic Survey in July 2009.
 DK3023
 DK3023.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3023.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3023
 DK3023.The horizontal coordinates are valid at the epoch date displayed above
 DK3023.which is a decimal equivalence of Year/Month/Day.
 DK3023
 DK3023.The orthometric height was determined by differential leveling and
 DK3023.adjusted in February 2011.
 DK3023
 DK3023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3023
 DK3023.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3023
 DK3023.The ellipsoidal height was determined by GPS observations
 DK3023.and is referenced to NAD 83.
 DK3023
 DK3023.The dynamic height is computed by dividing the NAVD 88
 DK3023.geopotential number by the normal gravity value computed on the
 DK3023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3023.degrees latitude (g = 980.6199 gals.).
 DK3023
 DK3023.The modeled gravity was interpolated from observed gravity values.
 DK3023
 DK3023. The following values were computed from the NAD 83(2007) position.
 DK3023
 DK3023;                    North         East     Units Scale Factor Converg.
 DK3023;SPC MN S     -   325,403.107   630,895.941   MT  0.99996119   -1 30 13.5
 DK3023;SPC MN S     - 1,067,593.36  2,069,864.43   sFT  0.99996119   -1 30 13.5
 DK3023;UTM  14      - 4,987,871.994   724,955.146   MT  1.00022229   +2 01 10.8
 DK3023
 DK3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3023!SPC MN S     -   0.99995269  x   0.99996119  =   0.99991388
 DK3023!UTM  14      -   0.99995269  x   1.00022229  =   1.00017496
 DK3023
 DK3023                          SUPERSEDED SURVEY CONTROL
 DK3023
 DK3023  NAD 83(1996)-  45 00 31.00532(N)    096 08 43.32058(W) AD(       ) 1
 DK3023  ELLIP H (01/10/08)  301.819  (m)                       GP(       ) 4 1
 DK3023  NAVD 88 (01/10/08)  327.86   (m)         1075.7    (f) LEVELING    3  
 DK3023
 DK3023.Superseded values are not recommended for survey control.
 DK3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3023.See file dsdata.txt to determine how the superseded data were derived.
 DK3023
 DK3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2495587871(NAD 83)
 DK3023
 DK3023_MARKER: DD = SURVEY DISK
 DK3023_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3023_STAMPING: 3701 M 2006
 DK3023_MARK LOGO: MNDT  
 DK3023_PROJECTION: RECESSED 8 CENTIMETERS
 DK3023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3023+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 DK3023_ROD/PIPE-DEPTH:  6.1 meters
 DK3023
 DK3023  HISTORY     - Date     Condition        Report By
 DK3023  HISTORY     - 2006     MONUMENTED       MNDT
 DK3023  HISTORY     - 20060829 GOOD             MNDT
 DK3023
 DK3023                          STATION DESCRIPTION
 DK3023
 DK3023'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK3023'2.5 MILES EAST OF MADISON, 3.50 MILES EAST ALONG TRUNK HIGHWAY 40 FROM
 DK3023'THE JUNCTION OF TRUNK HIGHWAY 40 AND TRUNK HIGHWAY 75 IN MADISON, AT
 DK3023'TRUNK HIGHWAY 40 MILEPOINT 15.20, 68.0 FEET NORTH OF TRUNK HIGHWAY 40,
 DK3023'28.0 FEET WEST OF FIELD ENTRANCE, 1.0 FEET SOUTH OF WITNESS POST.
 DK3023
 DK3023                          STATION RECOVERY (2006)
 DK3023
 DK3023'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WSA)
 DK3023'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4401 ***********************************************************************
 DM4401  DESIGNATION -  3701 N
 DM4401  PID         -  DM4401
 DM4401  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4401  COUNTRY     -  US
 DM4401  USGS QUAD   -  MADISON (1958)
 DM4401
 DM4401                         *CURRENT SURVEY CONTROL
 DM4401  ______________________________________________________________________
 DM4401* NAD 83(1986) POSITION- 45 00 30.1    (N) 096 11 09.9    (W)   HD_HELD2  
 DM4401* NAVD 88 ORTHO HEIGHT -   331.120  (meters)    1086.35  (feet) ADJUSTED  
 DM4401  ______________________________________________________________________
 DM4401  GEOID HEIGHT    -        -26.05  (meters)                     GEOID09
 DM4401  DYNAMIC HEIGHT  -        331.092 (meters)     1086.26  (feet) COMP
 DM4401  MODELED GRAVITY -    980,521.9   (mgal)                       NAVD 88
 DM4401
 DM4401  VERT ORDER      -  SECOND    CLASS I
 DM4401
 DM4401.The horizontal coordinates were established by autonomous hand held GPS
 DM4401.observations and have an estimated accuracy of +/- 10 meters.
 DM4401.
 DM4401.The orthometric height was determined by differential leveling and
 DM4401.adjusted in February 2011.
 DM4401
 DM4401.The dynamic height is computed by dividing the NAVD 88
 DM4401.geopotential number by the normal gravity value computed on the
 DM4401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4401.degrees latitude (g = 980.6199 gals.).
 DM4401
 DM4401.The modeled gravity was interpolated from observed gravity values.
 DM4401
 DM4401;                    North         East    Units  Estimated Accuracy
 DM4401;SPC MN S     -   325,460.      627,687.      MT  (+/- 10 meters HH2 GPS)
 DM4401
 DM4401                          SUPERSEDED SURVEY CONTROL
 DM4401
 DM4401.No superseded survey control is available for this station.
 DM4401
 DM4401_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2174787731(NAD 83)
 DM4401
 DM4401_MARKER: DD = SURVEY DISK
 DM4401_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4401_STAMPING: 3701 N 2006
 DM4401_MARK LOGO: MNDT  
 DM4401_PROJECTION: FLUSH
 DM4401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4401+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DM4401_ROD/PIPE-DEPTH:  6.1 meters
 DM4401
 DM4401  HISTORY     - Date     Condition        Report By
 DM4401  HISTORY     - 2006     MONUMENTED       MNDT
 DM4401  HISTORY     - 20101103 GOOD             MNDT
 DM4401
 DM4401                          STATION DESCRIPTION
 DM4401
 DM4401'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4401'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF CERRO
 DM4401'GORDO, 6.1 MI (9.8 KM) EAST OF HAYDENVILLE AND IN THE TOWN OF
 DM4401'MADISON,.
 DM4401' 
 DM4401'IN MADISON, 0.50 MI (0.8 KM) EAST ALONG TRUNK HIGHWAY 40 FROM THE
 DM4401'JUNCTION OF TRUNK HIGHWAY 40 EAST AND TRUNK HIGHWAY 75 IN MADISON, AT
 DM4401'TRUNK HIGHWAY 40 MILE POINT 13.35, 198.0 FT (60.4 M) SOUTH OF TRUNK
 DM4401'HIGHWAY 40, 89.5 FT (27.3 M) NORTH OF NORTH RAIL OF SET OF THREE
 DM4401'TRACKS, 33.3 FT (10.1 M) WEST OF GRAVE ROAD, AT SOUTHEAST CORNER OF
 DM4401'PARK, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
 DM4401
 DM4401                          STATION RECOVERY (2010)
 DM4401
 DM4401'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4401'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4402 ***********************************************************************
 DM4402  DESIGNATION -  3701 P
 DM4402  PID         -  DM4402
 DM4402  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4402  COUNTRY     -  US
 DM4402  USGS QUAD   -  MADISON (1958)
 DM4402
 DM4402                         *CURRENT SURVEY CONTROL
 DM4402  ______________________________________________________________________
 DM4402* NAD 83(1986) POSITION- 45 00 36.3    (N) 096 11 54.4    (W)   HD_HELD2  
 DM4402* NAVD 88 ORTHO HEIGHT -   331.531  (meters)    1087.70  (feet) ADJUSTED  
 DM4402  ______________________________________________________________________
 DM4402  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DM4402  DYNAMIC HEIGHT  -        331.503 (meters)     1087.61  (feet) COMP
 DM4402  MODELED GRAVITY -    980,521.8   (mgal)                       NAVD 88
 DM4402
 DM4402  VERT ORDER      -  SECOND    CLASS I
 DM4402
 DM4402.The horizontal coordinates were established by autonomous hand held GPS
 DM4402.observations and have an estimated accuracy of +/- 10 meters.
 DM4402.
 DM4402.The orthometric height was determined by differential leveling and
 DM4402.adjusted in February 2011.
 DM4402
 DM4402.The dynamic height is computed by dividing the NAVD 88
 DM4402.geopotential number by the normal gravity value computed on the
 DM4402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4402.degrees latitude (g = 980.6199 gals.).
 DM4402
 DM4402.The modeled gravity was interpolated from observed gravity values.
 DM4402
 DM4402;                    North         East    Units  Estimated Accuracy
 DM4402;SPC MN S     -   325,678.      626,718.      MT  (+/- 10 meters HH2 GPS)
 DM4402
 DM4402                          SUPERSEDED SURVEY CONTROL
 DM4402
 DM4402.No superseded survey control is available for this station.
 DM4402
 DM4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2076687889(NAD 83)
 DM4402
 DM4402_MARKER: DD = SURVEY DISK
 DM4402_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4402_STAMPING: 3701 P 2006
 DM4402_MARK LOGO: MNDT  
 DM4402_PROJECTION: RECESSED 8 CENTIMETERS
 DM4402_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4402+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2010
 DM4402_ROD/PIPE-DEPTH:  6.1 meters
 DM4402
 DM4402  HISTORY     - Date     Condition        Report By
 DM4402  HISTORY     - 2006     MONUMENTED       MNDT
 DM4402  HISTORY     - 20101026 GOOD             MNDT
 DM4402
 DM4402                          STATION DESCRIPTION
 DM4402
 DM4402'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4402'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-SOUTHWEST OF CERRO
 DM4402'GORDO, 5.4 MI (8.7 KM) EAST OF HAYDENVILLE AND IN THE TOWN OF
 DM4402'MADISON,.
 DM4402' 
 DM4402'IN MADISON, AT THE JUNCTION OF TRUNK HIGHWAY 40 EAST AND TRUNK HIGHWAY
 DM4402'75 IN MADISON, AT TRUNK HIGHWAY 40 MILE POINT 12.65, 78.0 FT (23.8 M)
 DM4402'NORTH OF TRUNK HIGHWAY 40 EAST, 44.6 FT (13.6 M) EAST OF TRUNK HIGHWAY
 DM4402'75, 11.0 FT (3.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF FLAGS OF
 DM4402'HONOR MONUMENT, 10.8 FT (3.3 M) SOUTHWEST OF A WITNESS POST.
 DM4402
 DM4402                          STATION RECOVERY (2010)
 DM4402
 DM4402'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (PJG)
 DM4402'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4408 ***********************************************************************
 DM4408  DESIGNATION -  3702 A
 DM4408  PID         -  DM4408
 DM4408  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4408  COUNTRY     -  US
 DM4408  USGS QUAD   -  DAWSON NW (1967)
 DM4408
 DM4408                         *CURRENT SURVEY CONTROL
 DM4408  ______________________________________________________________________
 DM4408* NAD 83(1986) POSITION- 44 56 27.     (N) 096 11 45.     (W)   SCALED    
 DM4408* NAVD 88 ORTHO HEIGHT -   328.416  (meters)    1077.48  (feet) ADJUSTED  
 DM4408  ______________________________________________________________________
 DM4408  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 DM4408  DYNAMIC HEIGHT  -        328.385 (meters)     1077.38  (feet) COMP
 DM4408  MODELED GRAVITY -    980,514.4   (mgal)                       NAVD 88
 DM4408
 DM4408  VERT ORDER      -  SECOND    CLASS I
 DM4408
 DM4408.The horizontal coordinates were scaled from a topographic map and have
 DM4408.an estimated accuracy of +/- 6 seconds.
 DM4408.
 DM4408.The orthometric height was determined by differential leveling and
 DM4408.adjusted in February 2011.
 DM4408
 DM4408.The dynamic height is computed by dividing the NAVD 88
 DM4408.geopotential number by the normal gravity value computed on the
 DM4408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4408.degrees latitude (g = 980.6199 gals.).
 DM4408
 DM4408.The modeled gravity was interpolated from observed gravity values.
 DM4408
 DM4408;                    North         East    Units  Estimated Accuracy
 DM4408;SPC MN S     -   317,980.      626,720.      MT  (+/- 180 meters Scaled)
 DM4408
 DM4408                          SUPERSEDED SURVEY CONTROL
 DM4408
 DM4408.No superseded survey control is available for this station.
 DM4408
 DM4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ212802(NAD 83)
 DM4408
 DM4408_MARKER: DV = VERTICAL CONTROL DISK
 DM4408_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4408_SP_SET: SET IN BRIDGE ABUTMENT
 DM4408_STAMPING: 3702 A 2006
 DM4408_MARK LOGO: MNDT  
 DM4408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4408+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4408
 DM4408  HISTORY     - Date     Condition        Report By
 DM4408  HISTORY     - 2006     MONUMENTED       MNDT
 DM4408
 DM4408                          STATION DESCRIPTION
 DM4408
 DM4408'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4408'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF
 DM4408'HAYDENVILLE, 7.0 MI (11.3 KM) WEST OF DAWSON AND 4.8 MI (7.7 KM) SOUTH
 DM4408'OF MADISON.
 DM4408' 
 DM4408'TO REACH TO THE MARK IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DM4408'75 BRIDGE NUMBER 37007, 4.70 MI (7.6 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DM4408'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 40 WEST IN
 DM4408'MADISON, AT TRUNK HIGHWAY 75 MILE POINT 104.20, 26.0 FT (7.9 M) EAST
 DM4408'OF TRUNK HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4407 ***********************************************************************
 DM4407  DESIGNATION -  3702 B
 DM4407  PID         -  DM4407
 DM4407  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4407  COUNTRY     -  US
 DM4407  USGS QUAD   -  DAWSON NW (1967)
 DM4407
 DM4407                         *CURRENT SURVEY CONTROL
 DM4407  ______________________________________________________________________
 DM4407* NAD 83(1986) POSITION- 44 57 02.     (N) 096 11 43.     (W)   SCALED    
 DM4407* NAVD 88 ORTHO HEIGHT -   333.723  (meters)    1094.89  (feet) ADJUSTED  
 DM4407  ______________________________________________________________________
 DM4407  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 DM4407  DYNAMIC HEIGHT  -        333.692 (meters)     1094.79  (feet) COMP
 DM4407  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 DM4407
 DM4407  VERT ORDER      -  SECOND    CLASS I
 DM4407
 DM4407.The horizontal coordinates were scaled from a topographic map and have
 DM4407.an estimated accuracy of +/- 6 seconds.
 DM4407.
 DM4407.The orthometric height was determined by differential leveling and
 DM4407.adjusted in February 2011.
 DM4407
 DM4407.The dynamic height is computed by dividing the NAVD 88
 DM4407.geopotential number by the normal gravity value computed on the
 DM4407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4407.degrees latitude (g = 980.6199 gals.).
 DM4407
 DM4407.The modeled gravity was interpolated from observed gravity values.
 DM4407
 DM4407;                    North         East    Units  Estimated Accuracy
 DM4407;SPC MN S     -   319,060.      626,790.      MT  (+/- 180 meters Scaled)
 DM4407
 DM4407                          SUPERSEDED SURVEY CONTROL
 DM4407
 DM4407.No superseded survey control is available for this station.
 DM4407
 DM4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ212812(NAD 83)
 DM4407
 DM4407_MARKER: DD = SURVEY DISK
 DM4407_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4407_STAMPING: 3702 B 2006
 DM4407_MARK LOGO: MNDT  
 DM4407_PROJECTION: FLUSH
 DM4407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4407+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4407_ROD/PIPE-DEPTH:  6.1 meters
 DM4407
 DM4407  HISTORY     - Date     Condition        Report By
 DM4407  HISTORY     - 2006     MONUMENTED       MNDT
 DM4407
 DM4407                          STATION DESCRIPTION
 DM4407
 DM4407'DESCRIBED BY MN DEPT OF TRANSP 2006 (WSA)
 DM4407'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST OF DAWSON, 6.9 MI
 DM4407'(11.1 KM) SOUTHEAST OF HAYDENVILLE AND 4.1 MI (6.6 KM) SOUTH OF
 DM4407'MADISON.
 DM4407' 
 DM4407'TO REACH TO THE MARK GO 4.05 MI (6.5 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DM4407'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 40 WEST IN
 DM4407'MADISON, AT TRUNK HIGHWAY 75 MILE POINT 104.8, 151.0 FT (46.0 M) EAST
 DM4407'OF TRUNK HIGHWAY 75, 88.0 FT (26.8 M) NORTH OF 200TH STREET, 70.0 FT
 DM4407'(21.3 M) NORTHEAST OF POWER-POLE WITH GUY WIRE NUMBER 15K, 8.0 FT (2.4
 DM4407'M) SOUTHWEST OF RIGHT OF WAY POST, 7.6 FT (2.3 M) SOUTHWEST OF A
 DM4407'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4406 ***********************************************************************
 DM4406  DESIGNATION -  3702 C
 DM4406  PID         -  DM4406
 DM4406  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4406  COUNTRY     -  US
 DM4406  USGS QUAD   -  DAWSON NW (1967)
 DM4406
 DM4406                         *CURRENT SURVEY CONTROL
 DM4406  ______________________________________________________________________
 DM4406* NAD 83(1986) POSITION- 44 57 54.     (N) 096 11 46.     (W)   SCALED    
 DM4406* NAVD 88 ORTHO HEIGHT -   324.480  (meters)    1064.56  (feet) ADJUSTED  
 DM4406  ______________________________________________________________________
 DM4406  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 DM4406  DYNAMIC HEIGHT  -        324.451 (meters)     1064.47  (feet) COMP
 DM4406  MODELED GRAVITY -    980,516.8   (mgal)                       NAVD 88
 DM4406
 DM4406  VERT ORDER      -  SECOND    CLASS I
 DM4406
 DM4406.The horizontal coordinates were scaled from a topographic map and have
 DM4406.an estimated accuracy of +/- 6 seconds.
 DM4406.
 DM4406.The orthometric height was determined by differential leveling and
 DM4406.adjusted in February 2011.
 DM4406
 DM4406.The dynamic height is computed by dividing the NAVD 88
 DM4406.geopotential number by the normal gravity value computed on the
 DM4406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4406.degrees latitude (g = 980.6199 gals.).
 DM4406
 DM4406.The modeled gravity was interpolated from observed gravity values.
 DM4406
 DM4406;                    North         East    Units  Estimated Accuracy
 DM4406;SPC MN S     -   320,670.      626,770.      MT  (+/- 180 meters Scaled)
 DM4406
 DM4406                          SUPERSEDED SURVEY CONTROL
 DM4406
 DM4406.No superseded survey control is available for this station.
 DM4406
 DM4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ211828(NAD 83)
 DM4406
 DM4406_MARKER: DD = SURVEY DISK
 DM4406_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4406_STAMPING: 3702 C 2006
 DM4406_MARK LOGO: MNDT  
 DM4406_PROJECTION: FLUSH
 DM4406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4406+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4406_ROD/PIPE-DEPTH:  7.3 meters
 DM4406
 DM4406  HISTORY     - Date     Condition        Report By
 DM4406  HISTORY     - 2006     MONUMENTED       MNDT
 DM4406
 DM4406                          STATION DESCRIPTION
 DM4406
 DM4406'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4406'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 DM4406'DAWSON, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF HAYDENVILLE AND 3.1 MI (5.0
 DM4406'KM) SOUTH OF MADISON.
 DM4406' 
 DM4406'TO REACH TO THE MARK GO 3.00 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DM4406'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 40 WEST, AT
 DM4406'TRUNK HIGHWAY 75 MILE POINT 105.80, 60.5 FT (18.4 M) WEST OF TRUNK
 DM4406'HIGHWAY 75, 70.0 FT (21.3 M) NORTH OF 210TH STREET, 5.5 FT (1.7 M)
 DM4406'NORTH OF THE NORTHWEST CORNER OF CABLE BOX NUMBER MD 54, 1.0 FT (0.3
 DM4406'M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4404 ***********************************************************************
 DM4404  DESIGNATION -  3702 D
 DM4404  PID         -  DM4404
 DM4404  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4404  COUNTRY     -  US
 DM4404  USGS QUAD   -  DAWSON NW (1967)
 DM4404
 DM4404                         *CURRENT SURVEY CONTROL
 DM4404  ______________________________________________________________________
 DM4404* NAD 83(1986) POSITION- 44 58 43.     (N) 096 11 46.     (W)   SCALED    
 DM4404* NAVD 88 ORTHO HEIGHT -   325.433  (meters)    1067.69  (feet) ADJUSTED  
 DM4404  ______________________________________________________________________
 DM4404  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DM4404  DYNAMIC HEIGHT  -        325.404 (meters)     1067.60  (feet) COMP
 DM4404  MODELED GRAVITY -    980,518.2   (mgal)                       NAVD 88
 DM4404
 DM4404  VERT ORDER      -  SECOND    CLASS I
 DM4404
 DM4404.The horizontal coordinates were scaled from a topographic map and have
 DM4404.an estimated accuracy of +/- 6 seconds.
 DM4404.
 DM4404.The orthometric height was determined by differential leveling and
 DM4404.adjusted in February 2011.
 DM4404
 DM4404.The dynamic height is computed by dividing the NAVD 88
 DM4404.geopotential number by the normal gravity value computed on the
 DM4404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4404.degrees latitude (g = 980.6199 gals.).
 DM4404
 DM4404.The modeled gravity was interpolated from observed gravity values.
 DM4404
 DM4404;                    North         East    Units  Estimated Accuracy
 DM4404;SPC MN S     -   322,180.      626,810.      MT  (+/- 180 meters Scaled)
 DM4404
 DM4404                          SUPERSEDED SURVEY CONTROL
 DM4404
 DM4404.No superseded survey control is available for this station.
 DM4404
 DM4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ210843(NAD 83)
 DM4404
 DM4404_MARKER: DD = SURVEY DISK
 DM4404_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4404_STAMPING: 3702 D 2006
 DM4404_MARK LOGO: MNDT  
 DM4404_PROJECTION: FLUSH
 DM4404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4404+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4404_ROD/PIPE-DEPTH:  7.6 meters
 DM4404
 DM4404  HISTORY     - Date     Condition        Report By
 DM4404  HISTORY     - 2006     MONUMENTED       MNDT
 DM4404
 DM4404                          STATION DESCRIPTION
 DM4404
 DM4404'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4404'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF
 DM4404'DAWSON, 5.9 MI (9.5 KM) EAST-SOUTHEAST OF HAYDENVILLE AND 2.1 MI (3.4
 DM4404'KM) SOUTH OF MADISON.
 DM4404' 
 DM4404'TO REACH TO THE MARK GO 2.05 MI (3.3 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DM4404'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 40 WEST IN
 DM4404'MADISON, AT TRUNK HIGHWAY 75 MILE POINT 106.80, 48.0 FT (14.6 M) EAST
 DM4404'OF TRUNK HIGHWAY 75, 22.6 FT (6.9 M) SOUTH OF 220TH STREET, 11.0 FT
 DM4404'(3.4 M) NORTH OF CABLE BOX NUMBER 7J2, 1.0 FT (0.3 M) NORTH OF A
 DM4404'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4405 ***********************************************************************
 DM4405  DESIGNATION -  3702 E
 DM4405  PID         -  DM4405
 DM4405  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4405  COUNTRY     -  US
 DM4405  USGS QUAD   -  DAWSON NW (1967)
 DM4405
 DM4405                         *CURRENT SURVEY CONTROL
 DM4405  ______________________________________________________________________
 DM4405* NAD 83(1986) POSITION- 44 59 06.     (N) 096 11 10.     (W)   SCALED    
 DM4405* NAVD 88 ORTHO HEIGHT -   326.383  (meters)    1070.81  (feet) ADJUSTED  
 DM4405  ______________________________________________________________________
 DM4405  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DM4405  DYNAMIC HEIGHT  -        326.355 (meters)     1070.72  (feet) COMP
 DM4405  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 DM4405
 DM4405  VERT ORDER      -  SECOND    CLASS I
 DM4405
 DM4405.The horizontal coordinates were scaled from a topographic map and have
 DM4405.an estimated accuracy of +/- 6 seconds.
 DM4405.
 DM4405.The orthometric height was determined by differential leveling and
 DM4405.adjusted in February 2011.
 DM4405
 DM4405.No vertical observational check was made to the station.
 DM4405
 DM4405.The dynamic height is computed by dividing the NAVD 88
 DM4405.geopotential number by the normal gravity value computed on the
 DM4405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4405.degrees latitude (g = 980.6199 gals.).
 DM4405
 DM4405.The modeled gravity was interpolated from observed gravity values.
 DM4405
 DM4405;                    North         East    Units  Estimated Accuracy
 DM4405;SPC MN S     -   322,870.      627,620.      MT  (+/- 180 meters Scaled)
 DM4405
 DM4405                          SUPERSEDED SURVEY CONTROL
 DM4405
 DM4405.No superseded survey control is available for this station.
 DM4405
 DM4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ218851(NAD 83)
 DM4405
 DM4405_MARKER: DD = SURVEY DISK
 DM4405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4405_STAMPING: 3702 E 2006
 DM4405_MARK LOGO: MNDT  
 DM4405_PROJECTION: FLUSH
 DM4405_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4405+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4405_ROD/PIPE-DEPTH:  9.1 meters
 DM4405
 DM4405  HISTORY     - Date     Condition        Report By
 DM4405  HISTORY     - 2006     MONUMENTED       MNDT
 DM4405
 DM4405                          STATION DESCRIPTION
 DM4405
 DM4405'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4405'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST-NORTHWEST OF
 DM4405'DAWSON, 6.3 MI (10.1 KM) EAST-SOUTHEAST OF HAYDENVILLE AND 1.8 MI (2.9
 DM4405'KM) SOUTH-SOUTHEAST OF MADISON.
 DM4405' 
 DM4405'TO REACH TO THE MARK GO 1.00 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DM4405'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 40 WEST IN
 DM4405'MADISON, TO TRUNK HIGHWAY 75 MILE POINT 107.90, THEN 0.50 MI (0.8 KM)
 DM4405'EAST ON 230TH STREET, THEN 0.60 MI (1.0 KM) SOUTH ON GRAVEL ROAD, 92.3
 DM4405'FT (28.1 M) SOUTH OF AIRPORT ENTRANCE NUMBER 2240, 1.0 FT (0.3 M)
 DM4405'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4403 ***********************************************************************
 DM4403  DESIGNATION -  3702 F
 DM4403  PID         -  DM4403
 DM4403  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4403  COUNTRY     -  US
 DM4403  USGS QUAD   -  DAWSON NW (1967)
 DM4403
 DM4403                         *CURRENT SURVEY CONTROL
 DM4403  ______________________________________________________________________
 DM4403* NAD 83(1986) POSITION- 44 59 42.     (N) 096 11 46.     (W)   SCALED    
 DM4403* NAVD 88 ORTHO HEIGHT -   328.443  (meters)    1077.57  (feet) ADJUSTED  
 DM4403  ______________________________________________________________________
 DM4403  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DM4403  DYNAMIC HEIGHT  -        328.414 (meters)     1077.47  (feet) COMP
 DM4403  MODELED GRAVITY -    980,519.7   (mgal)                       NAVD 88
 DM4403
 DM4403  VERT ORDER      -  SECOND    CLASS I
 DM4403
 DM4403.The horizontal coordinates were scaled from a topographic map and have
 DM4403.an estimated accuracy of +/- 6 seconds.
 DM4403.
 DM4403.The orthometric height was determined by differential leveling and
 DM4403.adjusted in February 2011.
 DM4403
 DM4403.The dynamic height is computed by dividing the NAVD 88
 DM4403.geopotential number by the normal gravity value computed on the
 DM4403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4403.degrees latitude (g = 980.6199 gals.).
 DM4403
 DM4403.The modeled gravity was interpolated from observed gravity values.
 DM4403
 DM4403;                    North         East    Units  Estimated Accuracy
 DM4403;SPC MN S     -   324,000.      626,860.      MT  (+/- 180 meters Scaled)
 DM4403
 DM4403                          SUPERSEDED SURVEY CONTROL
 DM4403
 DM4403.No superseded survey control is available for this station.
 DM4403
 DM4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ210862(NAD 83)
 DM4403
 DM4403_MARKER: DD = SURVEY DISK
 DM4403_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4403_STAMPING: 3702 F 2006
 DM4403_MARK LOGO: MNDT  
 DM4403_PROJECTION: RECESSED 8 CENTIMETERS
 DM4403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4403+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4403_ROD/PIPE-DEPTH:  7.6 meters
 DM4403
 DM4403  HISTORY     - Date     Condition        Report By
 DM4403  HISTORY     - 2006     MONUMENTED       MNDT
 DM4403
 DM4403                          STATION DESCRIPTION
 DM4403
 DM4403'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4403'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF
 DM4403'DAWSON, 5.6 MI (9.0 KM) EAST OF HAYDENVILLE AND 1.0 MI (1.6 KM) SOUTH
 DM4403'OF MADISON.
 DM4403' 
 DM4403'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 75
 DM4403'FROM THE JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 40 WEST IN
 DM4403'MADISON, AT TRUNK HIGHWAY 75 MILE POINT 107.90, 58.0 FT (17.7 M) EAST
 DM4403'OF TRUNK HIGHWAY 75, 32.0 FT (9.8 M) NORTH OF 270TH STREET, 8.0 FT
 DM4403'(2.4 M) SOUTH OF CABLE BOX, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4382 ***********************************************************************
 DM4382  DESIGNATION -  3704 A
 DM4382  PID         -  DM4382
 DM4382  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4382  COUNTRY     -  US
 DM4382  USGS QUAD   -  CERRO GORDO (1958)
 DM4382
 DM4382                         *CURRENT SURVEY CONTROL
 DM4382  ______________________________________________________________________
 DM4382* NAD 83(1986) POSITION- 45 05 39.     (N) 096 03 45.     (W)   SCALED    
 DM4382* NAVD 88 ORTHO HEIGHT -   302.612  (meters)     992.82  (feet) ADJUSTED  
 DM4382  ______________________________________________________________________
 DM4382  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 DM4382  DYNAMIC HEIGHT  -        302.589 (meters)      992.74  (feet) COMP
 DM4382  MODELED GRAVITY -    980,530.5   (mgal)                       NAVD 88
 DM4382
 DM4382  VERT ORDER      -  SECOND    CLASS I
 DM4382
 DM4382.The horizontal coordinates were scaled from a topographic map and have
 DM4382.an estimated accuracy of +/- 6 seconds.
 DM4382.
 DM4382.The orthometric height was determined by differential leveling and
 DM4382.adjusted in February 2011.
 DM4382
 DM4382.The dynamic height is computed by dividing the NAVD 88
 DM4382.geopotential number by the normal gravity value computed on the
 DM4382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4382.degrees latitude (g = 980.6199 gals.).
 DM4382
 DM4382.The modeled gravity was interpolated from observed gravity values.
 DM4382
 DM4382;                    North         East    Units  Estimated Accuracy
 DM4382;SPC MN S     -   334,740.      637,670.      MT  (+/- 180 meters Scaled)
 DM4382
 DM4382                          SUPERSEDED SURVEY CONTROL
 DM4382
 DM4382.No superseded survey control is available for this station.
 DM4382
 DM4382_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ311976(NAD 83)
 DM4382
 DM4382_MARKER: DB = BENCH MARK DISK
 DM4382_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4382_SP_SET: SET IN BOX CULVERT HEAD WALL
 DM4382_STAMPING: 3704 A 1949
 DM4382_MARK LOGO: MNHD  
 DM4382_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4382+STABILITY: SURFACE MOTION
 DM4382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4382+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DM4382
 DM4382  HISTORY     - Date     Condition        Report By
 DM4382  HISTORY     - 1948     MONUMENTED       MNHD
 DM4382  HISTORY     - 20060830 GOOD             MNDT
 DM4382
 DM4382                          STATION DESCRIPTION
 DM4382
 DM4382'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4382'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF
 DM4382'APPLETON, 7.4 MI (11.9 KM) WEST OF MILAN AND 3.2 MI (5.1 KM)
 DM4382'NORTH-NORTHWEST OF CERRO GORDO.
 DM4382' 
 DM4382'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) NORTH OF THE JUNCTION OF TRUNK
 DM4382'HIGHWAY 119 AND TRUNK HIGHWAY 40, AT TRUNK HIGHWAY 119 MILE POINT 1.0,
 DM4382'AT TRUNK HIGHWAY 119 STATION 653+45, IN SOUTHEAST HEADWALL OF TRUNK
 DM4382'HIGHWAY 119 BOX CULVERT, 450 FT (137.2 M) SOUTH OF COUNTY ROAD 10, 25
 DM4382'FT (7.6 M) RIGHT OF TRUNK HIGHWAY 119.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4386 ***********************************************************************
 DM4386  DESIGNATION -  3704 A 1
 DM4386  PID         -  DM4386
 DM4386  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4386  COUNTRY     -  US
 DM4386  USGS QUAD   -  APPLETON (1977)
 DM4386
 DM4386                         *CURRENT SURVEY CONTROL
 DM4386  ______________________________________________________________________
 DM4386* NAD 83(1986) POSITION- 45 09 24.     (N) 096 03 26.     (W)   SCALED    
 DM4386* NAVD 88 ORTHO HEIGHT -   289.547  (meters)     949.96  (feet) ADJUSTED  
 DM4386  ______________________________________________________________________
 DM4386  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 DM4386  DYNAMIC HEIGHT  -        289.524 (meters)      949.88  (feet) COMP
 DM4386  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 DM4386
 DM4386  VERT ORDER      -  SECOND    CLASS I
 DM4386
 DM4386.The horizontal coordinates were scaled from a topographic map and have
 DM4386.an estimated accuracy of +/- 6 seconds.
 DM4386.
 DM4386.The orthometric height was determined by differential leveling and
 DM4386.adjusted in February 2011.
 DM4386
 DM4386.The dynamic height is computed by dividing the NAVD 88
 DM4386.geopotential number by the normal gravity value computed on the
 DM4386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4386.degrees latitude (g = 980.6199 gals.).
 DM4386
 DM4386.The modeled gravity was interpolated from observed gravity values.
 DM4386
 DM4386;                    North         East    Units  Estimated Accuracy
 DM4386;SPC MN S     -   341,670.      638,260.      MT  (+/- 180 meters Scaled)
 DM4386
 DM4386                          SUPERSEDED SURVEY CONTROL
 DM4386
 DM4386.No superseded survey control is available for this station.
 DM4386
 DM4386_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR313045(NAD 83)
 DM4386
 DM4386_MARKER: DB = BENCH MARK DISK
 DM4386_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4386_SP_SET: SET IN BRIDGE WING WALL
 DM4386_STAMPING: 3704 A 1 1977
 DM4386_MARK LOGO: MNDT  
 DM4386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4386+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 DM4386
 DM4386  HISTORY     - Date     Condition        Report By
 DM4386  HISTORY     - 1977     MONUMENTED       MNDT
 DM4386  HISTORY     - 20060830 GOOD             MNDT
 DM4386
 DM4386                          STATION DESCRIPTION
 DM4386
 DM4386'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4386'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) NORTH OF CERRO GORDO,
 DM4386'7.1 MI (11.4 KM) SOUTHEAST OF CORRELL AND 3.3 MI (5.3 KM)
 DM4386'SOUTH-SOUTHWEST OF APPLETON.
 DM4386' 
 DM4386'TO REACH TO THE MARK GO 3.6 MI (5.8 KM) SOUTHWEST OF SOUTH JUNCTION OF
 DM4386'TRUNK HIGHWAYS 119, 7 AND 59, AT TRUNK HIGHWAY 119 MILE POINT 5.4, IN
 DM4386'EAST END OF WING WALL ON SOUTH ABUTMENT OF TRUNK HIGHWAY 119 BRIDGE
 DM4386'76008 OVER MINNESOTA RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4383 ***********************************************************************
 DM4383  DESIGNATION -  3704 B
 DM4383  PID         -  DM4383
 DM4383  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4383  COUNTRY     -  US
 DM4383  USGS QUAD   -  CERRO GORDO (1958)
 DM4383
 DM4383                         *CURRENT SURVEY CONTROL
 DM4383  ______________________________________________________________________
 DM4383* NAD 83(1986) POSITION- 45 06 35.     (N) 096 03 47.     (W)   SCALED    
 DM4383* NAVD 88 ORTHO HEIGHT -   303.213  (meters)     994.79  (feet) ADJUSTED  
 DM4383  ______________________________________________________________________
 DM4383  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 DM4383  DYNAMIC HEIGHT  -        303.190 (meters)      994.72  (feet) COMP
 DM4383  MODELED GRAVITY -    980,531.0   (mgal)                       NAVD 88
 DM4383
 DM4383  VERT ORDER      -  SECOND    CLASS I
 DM4383
 DM4383.The horizontal coordinates were scaled from a topographic map and have
 DM4383.an estimated accuracy of +/- 6 seconds.
 DM4383.
 DM4383.The orthometric height was determined by differential leveling and
 DM4383.adjusted in February 2011.
 DM4383
 DM4383.The dynamic height is computed by dividing the NAVD 88
 DM4383.geopotential number by the normal gravity value computed on the
 DM4383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4383.degrees latitude (g = 980.6199 gals.).
 DM4383
 DM4383.The modeled gravity was interpolated from observed gravity values.
 DM4383
 DM4383;                    North         East    Units  Estimated Accuracy
 DM4383;SPC MN S     -   336,470.      637,670.      MT  (+/- 180 meters Scaled)
 DM4383
 DM4383                          SUPERSEDED SURVEY CONTROL
 DM4383
 DM4383.No superseded survey control is available for this station.
 DM4383
 DM4383_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ310993(NAD 83)
 DM4383
 DM4383_MARKER: DD = SURVEY DISK
 DM4383_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4383_STAMPING: 3704 B 2006
 DM4383_MARK LOGO: MNDT  
 DM4383_PROJECTION: FLUSH
 DM4383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4383+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4383_ROD/PIPE-DEPTH:  3.0 meters
 DM4383
 DM4383  HISTORY     - Date     Condition        Report By
 DM4383  HISTORY     - 2006     MONUMENTED       MNDT
 DM4383
 DM4383                          STATION DESCRIPTION
 DM4383
 DM4383'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4383'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF MILAN, 6.4 MI
 DM4383'(10.3 KM) SOUTH-SOUTHWEST OF APPLETON AND 4.2 MI (6.8 KM)
 DM4383'NORTH-NORTHWEST OF CERRO GORDO.
 DM4383' 
 DM4383'TO REACH TO THE MARK GO 8.5 MI (13.7 KM) NORTHEAST OF MADISON, 11.60
 DM4383'MI (18.7 KM) NORTH AND EAST ALONG TRUNK HIGHWAY 40 FROM THE JUNCTION
 DM4383'OF TRUNK HIGHWAY 40 EAST AND TRUNK HIGHWAY 75 IN MADISON, THEN 2.0 MI
 DM4383'(3.2 KM) NORTH ON TRUNK HIGHWAY 119, AT TRUNK HIGHWAY 119 MILE POINT
 DM4383'2.05, 70.6 FT (21.5 M) WEST OF TRUNK HIGHWAY 119, 46.0 FT (14.0 M)
 DM4383'SOUTH OF 310TH STREET, 12.0 FT (3.7 M) SOUTH OF CABLE BOX, 1.0 FT (0.3
 DM4383'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4384 ***********************************************************************
 DM4384  DESIGNATION -  3704 C
 DM4384  PID         -  DM4384
 DM4384  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4384  COUNTRY     -  US
 DM4384  USGS QUAD   -  CERRO GORDO (1958)
 DM4384
 DM4384                         *CURRENT SURVEY CONTROL
 DM4384  ______________________________________________________________________
 DM4384* NAD 83(1986) POSITION- 45 07 29.     (N) 096 03 46.     (W)   SCALED    
 DM4384* NAVD 88 ORTHO HEIGHT -   312.075  (meters)    1023.87  (feet) ADJUSTED  
 DM4384  ______________________________________________________________________
 DM4384  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 DM4384  DYNAMIC HEIGHT  -        312.051 (meters)     1023.79  (feet) COMP
 DM4384  MODELED GRAVITY -    980,531.5   (mgal)                       NAVD 88
 DM4384
 DM4384  VERT ORDER      -  SECOND    CLASS I
 DM4384
 DM4384.The horizontal coordinates were scaled from a topographic map and have
 DM4384.an estimated accuracy of +/- 6 seconds.
 DM4384.
 DM4384.The orthometric height was determined by differential leveling and
 DM4384.adjusted in February 2011.
 DM4384
 DM4384.The dynamic height is computed by dividing the NAVD 88
 DM4384.geopotential number by the normal gravity value computed on the
 DM4384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4384.degrees latitude (g = 980.6199 gals.).
 DM4384
 DM4384.The modeled gravity was interpolated from observed gravity values.
 DM4384
 DM4384;                    North         East    Units  Estimated Accuracy
 DM4384;SPC MN S     -   338,140.      637,730.      MT  (+/- 180 meters Scaled)
 DM4384
 DM4384                          SUPERSEDED SURVEY CONTROL
 DM4384
 DM4384.No superseded survey control is available for this station.
 DM4384
 DM4384_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR309010(NAD 83)
 DM4384
 DM4384_MARKER: DD = SURVEY DISK
 DM4384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4384_STAMPING: 3704 C 2006
 DM4384_MARK LOGO: MNDT  
 DM4384_PROJECTION: RECESSED 5 CENTIMETERS
 DM4384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4384+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4384_ROD/PIPE-DEPTH:  4.6 meters
 DM4384
 DM4384  HISTORY     - Date     Condition        Report By
 DM4384  HISTORY     - 2006     MONUMENTED       MNDT
 DM4384
 DM4384                          STATION DESCRIPTION
 DM4384
 DM4384'DESCRIBED BY MN DEPT OF TRANSP 2006 (WAS)
 DM4384'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) WEST OF MILAN, 5.4 MI
 DM4384'(8.7 KM) SOUTH-SOUTHWEST OF APPLETON AND 5.2 MI (8.4 KM)
 DM4384'NORTH-NORTHWEST OF CERRO GORDO.
 DM4384' 
 DM4384'TO REACH TO THE MARK GO 9.5 MI (15.3 KM) NORTHEAST OF MADISON, 11.60
 DM4384'MI (18.7 KM) EAST AND NORTH ALONG TRUNK HIGHWAY 40 FROM THE JUNCTION
 DM4384'OF TRUNK HIGHWAY 40 EAST AND TRUNK HIGHWAY 75 IN MADISON, THEN 3.0 MI
 DM4384'(4.8 KM) NORTH ON TRUNK HIGHWAY 119, AT TRUNK HIGHWAY 119 MILE POINT
 DM4384'3.05, 70.0 FT (21.3 M) NORTH OF 320TH STREET, 63.6 FT (19.4 M) EAST OF
 DM4384'TRUNK HIGHWAY 119, 20.0 FT (6.1 M) NORTHWEST OF CABLE BOX, 1.0 FT (0.3
 DM4384'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4385 ***********************************************************************
 DM4385  DESIGNATION -  3704 D
 DM4385  PID         -  DM4385
 DM4385  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4385  COUNTRY     -  US
 DM4385  USGS QUAD   -  APPLETON (1977)
 DM4385
 DM4385                         *CURRENT SURVEY CONTROL
 DM4385  ______________________________________________________________________
 DM4385* NAD 83(1986) POSITION- 45 08 21.     (N) 096 03 46.     (W)   SCALED    
 DM4385* NAVD 88 ORTHO HEIGHT -   308.283  (meters)    1011.43  (feet) ADJUSTED  
 DM4385  ______________________________________________________________________
 DM4385  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 DM4385  DYNAMIC HEIGHT  -        308.259 (meters)     1011.35  (feet) COMP
 DM4385  MODELED GRAVITY -    980,531.8   (mgal)                       NAVD 88
 DM4385
 DM4385  VERT ORDER      -  SECOND    CLASS I
 DM4385
 DM4385.The horizontal coordinates were scaled from a topographic map and have
 DM4385.an estimated accuracy of +/- 6 seconds.
 DM4385.
 DM4385.The orthometric height was determined by differential leveling and
 DM4385.adjusted in February 2011.
 DM4385
 DM4385.The dynamic height is computed by dividing the NAVD 88
 DM4385.geopotential number by the normal gravity value computed on the
 DM4385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4385.degrees latitude (g = 980.6199 gals.).
 DM4385
 DM4385.The modeled gravity was interpolated from observed gravity values.
 DM4385
 DM4385;                    North         East    Units  Estimated Accuracy
 DM4385;SPC MN S     -   339,740.      637,770.      MT  (+/- 180 meters Scaled)
 DM4385
 DM4385                          SUPERSEDED SURVEY CONTROL
 DM4385
 DM4385.No superseded survey control is available for this station.
 DM4385
 DM4385_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR309026(NAD 83)
 DM4385
 DM4385_MARKER: DD = SURVEY DISK
 DM4385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4385_STAMPING: 3704 D 2006
 DM4385_MARK LOGO: MNDT  
 DM4385_PROJECTION: FLUSH
 DM4385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4385+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4385_ROD/PIPE-DEPTH:  5.2 meters
 DM4385
 DM4385  HISTORY     - Date     Condition        Report By
 DM4385  HISTORY     - 2006     MONUMENTED       MNDT
 DM4385
 DM4385                          STATION DESCRIPTION
 DM4385
 DM4385'DESCRIBED BY MN DEPT OF TRANSP 2006 (WAS)
 DM4385'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF MILAN,
 DM4385'6.2 MI (10.0 KM) NORTH-NORTHWEST OF CERRO GORDO AND 4.5 MI (7.2 KM)
 DM4385'SOUTH-SOUTHWEST OF APPLETON.
 DM4385' 
 DM4385'TO REACH TO THE MARK GO 10.0 MI (16.1 KM) NORTHEAST OF MADISON, 11.60
 DM4385'MI (18.7 KM) EAST AND NORTH ALONG TRUNK HIGHWAY 40 FROM THE JUNCTION
 DM4385'OF TRUNK HIGHWAY 40 EAST IN MADISON, THEN 4.0 MI (6.4 KM) NORTH ON
 DM4385'TRUNK HIGHWAY 119, AT TRUNK HIGHWAY 119 MILE POINT 4.05, 75.8 FT (23.1
 DM4385'M) WEST OF TRUNK HIGHWAY 119, 49.0 FT (14.9 M) EAST OF POWER-POLE,
 DM4385'25.5 FT (7.8 M) NORTH OF 330TH STREET, 7.6 FT (2.3 M) SOUTHWEST OF
 DM4385'CABLE BOX, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1937 ***********************************************************************
 DM1937  DESIGNATION -  3704 E
 DM1937  PID         -  DM1937
 DM1937  STATE/COUNTY-  MN/LAC QUI PARLE
 DM1937  COUNTRY     -  US
 DM1937  USGS QUAD   -  APPLETON (1977)
 DM1937
 DM1937                         *CURRENT SURVEY CONTROL
 DM1937  ______________________________________________________________________
 DM1937* NAD 83(2007) POSITION- 45 09 07.00333(N) 096 03 45.74024(W)   ADJUSTED  
 DM1937* NAD 83(2007) ELLIP HT-   268.379 (meters)        (08/04/10)   ADJUSTED
 DM1937* NAD 83(2007) EPOCH   -  2002.00
 DM1937* NAVD 88 ORTHO HEIGHT -   294.613  (meters)     966.58  (feet) ADJUSTED  
 DM1937  ______________________________________________________________________
 DM1937  NAD 83(2007) X  -   -475,890.823 (meters)                     COMP
 DM1937  NAD 83(2007) Y  - -4,480,622.477 (meters)                     COMP
 DM1937  NAD 83(2007) Z  -  4,499,463.173 (meters)                     COMP
 DM1937  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC09
 DM1937  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 DM1937  DYNAMIC HEIGHT  -        294.590 (meters)      966.50  (feet) COMP
 DM1937  MODELED GRAVITY -    980,532.0   (mgal)                       NAVD 88
 DM1937
 DM1937  HORZ ORDER      -  FIRST
 DM1937  VERT ORDER      -  SECOND    CLASS I
 DM1937  ELLP ORDER      -  THIRD     CLASS I
 DM1937
 DM1937.The horizontal coordinates were established by GPS observations
 DM1937.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1937
 DM1937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1937.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1937
 DM1937.The horizontal coordinates are valid at the epoch date displayed above
 DM1937.which is a decimal equivalence of Year/Month/Day.
 DM1937
 DM1937.The orthometric height was determined by differential leveling and
 DM1937.adjusted in February 2011.
 DM1937
 DM1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1937
 DM1937.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1937
 DM1937.The ellipsoidal height was determined by GPS observations
 DM1937.and is referenced to NAD 83.
 DM1937
 DM1937.The dynamic height is computed by dividing the NAVD 88
 DM1937.geopotential number by the normal gravity value computed on the
 DM1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1937.degrees latitude (g = 980.6199 gals.).
 DM1937
 DM1937.The modeled gravity was interpolated from observed gravity values.
 DM1937
 DM1937. The following values were computed from the NAD 83(2007) position.
 DM1937
 DM1937;                    North         East     Units Scale Factor Converg.
 DM1937;SPC MN S     -   341,158.939   637,812.027   MT  0.99998650   -1 26 44.9
 DM1937;SPC MN S     - 1,119,285.62  2,092,554.96   sFT  0.99998650   -1 26 44.9
 DM1937;UTM  14      - 5,004,027.669   730,890.626   MT  1.00025554   +2 05 00.2
 DM1937;UTM  15      - 5,004,393.959   259,251.268   MT  1.00031272   -2 10 20.8
 DM1937
 DM1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1937!SPC MN S     -   0.99995792  x   0.99998650  =   0.99994442
 DM1937!UTM  14      -   0.99995792  x   1.00025554  =   1.00021345
 DM1937!UTM  15      -   0.99995792  x   1.00031272  =   1.00027063
 DM1937
 DM1937                          SUPERSEDED SURVEY CONTROL
 DM1937
 DM1937  NAVD 88 (08/04/10)  294.61   (m)          966.6    (f) LEVELING    3  
 DM1937
 DM1937.Superseded values are not recommended for survey control.
 DM1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1937.See file dsdata.txt to determine how the superseded data were derived.
 DM1937
 DM1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR3089004027(NAD 83)
 DM1937
 DM1937_MARKER: DD = SURVEY DISK
 DM1937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1937_STAMPING: 3704 E 2006
 DM1937_MARK LOGO: MNDT  
 DM1937_PROJECTION: RECESSED 5 CENTIMETERS
 DM1937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1937+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2010
 DM1937_ROD/PIPE-DEPTH:  3.0 meters
 DM1937
 DM1937  HISTORY     - Date     Condition        Report By
 DM1937  HISTORY     - 20060927 MONUMENTED       MNDT
 DM1937  HISTORY     - 20060812 GOOD             MNDT
 DM1937  HISTORY     - 20080227 GOOD             MNDT
 DM1937  HISTORY     - 20101103 GOOD             INDIV
 DM1937
 DM1937                          STATION DESCRIPTION
 DM1937
 DM1937'DESCRIBED BY MN DEPT OF TRANSP 2006 (WSA)
 DM1937'RECOVERED AS DESCRIBED.
 DM1937
 DM1937                          STATION RECOVERY (2008)
 DM1937
 DM1937'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MAS)
 DM1937'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1937'THE MARK IS 10.0 MILES NORTHEAST OF MADISON, 11.6 MILES EAST AND NORTH
 DM1937'ALONG TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 EAST AND
 DM1937'TRUNK HIGHWAY 75, 5.0 MILES NORTH ON TRUNK HIGHWAY 119, AT TRUNK
 DM1937'HIGHWAY 119 MILEPOINT 4.95, 91.6 FEET SOUTH OF COUNTY ROAD 34, 73.0
 DM1937'FEET NORTHWEST OF TRUNK HIGHWAY 119, 1.0 FOOT EAST OF WITNESS POST.
 DM1937
 DM1937                          STATION RECOVERY (2010)
 DM1937
 DM1937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 DM1937'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0749 ***********************************************************************
 PR0749  DESIGNATION -  3705 A
 PR0749  PID         -  PR0749
 PR0749  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0749  COUNTRY     -  US
 PR0749  USGS QUAD   -  MOUNT WICKHAM (1967)
 PR0749
 PR0749                         *CURRENT SURVEY CONTROL
 PR0749  ______________________________________________________________________
 PR0749* NAD 83(1996) POSITION- 44 56 08.36529(N) 096 21 14.40736(W)   ADJUSTED  
 PR0749* NAVD 88 ORTHO HEIGHT -   338.726  (meters)    1111.30  (feet) ADJUSTED  
 PR0749  ______________________________________________________________________
 PR0749  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC09
 PR0749  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 PR0749  DYNAMIC HEIGHT  -        338.693 (meters)     1111.20  (feet) COMP
 PR0749  MODELED GRAVITY -    980,509.5   (mgal)                       NAVD 88
 PR0749
 PR0749  HORZ ORDER      -  SECOND
 PR0749  VERT ORDER      -  FIRST     CLASS II
 PR0749
 PR0749.The horizontal coordinates were established by classical geodetic methods
 PR0749.and adjusted by the National Geodetic Survey in March 1999.
 PR0749.
 PR0749.The orthometric height was determined by differential leveling and
 PR0749.adjusted in February 2000.
 PR0749
 PR0749.Photographs are available for this station.
 PR0749
 PR0749.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0749
 PR0749.The dynamic height is computed by dividing the NAVD 88
 PR0749.geopotential number by the normal gravity value computed on the
 PR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0749.degrees latitude (g = 980.6199 gals.).
 PR0749
 PR0749.The modeled gravity was interpolated from observed gravity values.
 PR0749
 PR0749. The following values were computed from the NAD 83(1996) position.
 PR0749
 PR0749;                    North         East     Units Scale Factor Converg.
 PR0749;SPC MN S     -   317,751.765   614,221.609   MT  0.99995072   -1 38 59.9
 PR0749;SPC MN S     - 1,042,490.58  2,015,158.73   sFT  0.99995072   -1 38 59.9
 PR0749;SPC SD N     -   128,971.804   887,682.752   MT  0.99994114   +2 34 49.5
 PR0749;SPC SD N     -   423,134.99  2,912,339.16   sFT  0.99994114   +2 34 49.5
 PR0749;UTM  14      - 4,979,208.991   708,778.658   MT  1.00013601   +1 52 10.5
 PR0749
 PR0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0749!SPC MN S     -   0.99995095  x   0.99995072  =   0.99990167
 PR0749!SPC SD N     -   0.99995095  x   0.99994114  =   0.99989209
 PR0749!UTM  14      -   0.99995095  x   1.00013601  =   1.00008695
 PR0749
 PR0749                          SUPERSEDED SURVEY CONTROL
 PR0749
 PR0749  NAD 83(1996)-  44 56 08.36528(N)    096 21 14.40733(W) AD(       ) 2
 PR0749  NAD 83(1986)-  44 56 08.36384(N)    096 21 14.39493(W) AD(       ) 2
 PR0749  NAD 27      -  44 56 08.49801(N)    096 21 13.22254(W) AD(       ) 2
 PR0749  NGVD 29 (07/19/86)  338.34   (m)         1110.0    (f) LEVELING    3  
 PR0749
 PR0749.Superseded values are not recommended for survey control.
 PR0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0749.See file dsdata.txt to determine how the superseded data were derived.
 PR0749
 PR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0877879208(NAD 83)
 PR0749
 PR0749_MARKER: DB = BENCH MARK DISK
 PR0749_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0749_SP_SET: ABUTMENT
 PR0749_STAMPING: 3705 A 1975
 PR0749_MARK LOGO: MNHD  
 PR0749_PROJECTION: FLUSH
 PR0749_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0749+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1998
 PR0749
 PR0749  HISTORY     - Date     Condition        Report By
 PR0749  HISTORY     - 1975     MONUMENTED       MNDT
 PR0749  HISTORY     - 19980827 GOOD             NGS
 PR0749
 PR0749                          STATION DESCRIPTION
 PR0749
 PR0749'DESCRIBED BY MN DEPT OF TRANSP 1975
 PR0749'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND
 PR0749'COUNTY ROAD 7 IN MARIETTA GO SOUTH ON COUNTY ROAD 7 FOR 5 MILES
 PR0749'TO THE JUNCTION OF TRUNK HIGHWAY 212, TURN LEFT AND GO EAST ON
 PR0749'TRUNK HIGHWAY 212 FOR 2.5 MILES TO THE STATION ON THE RIGHT.  TO
 PR0749'REACH FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 PR0749'75, SOUTH OF MADISON, GO WEST ON TRUNK HIGHWAY 212 FOR 7.5 MILES
 PR0749'TO THE MARK ON THE LEFT.
 PR0749'
 PR0749'THE STATION MARK A STANDARD MNHD BENCH MARK DISK STAMPED
 PR0749'3705 A 1975 IS SET IN THE SOUTHEAST CORNER ABUTMENT OF TRUNK
 PR0749'HIGHWAY 212 BRIDGE NUMBER 5236 OVER LAC QUI PARLE RIVER.
 PR0749
 PR0749                          STATION RECOVERY (1998)
 PR0749
 PR0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PR0749'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PR0749'DAWSON, THENCE 23.7 KM (14.70 MI) WESTERLY ALONG U.S. HIGHWAY 212, IN
 PR0749'TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 PR0749'ABUTMENT OF HIGHWAY BRIDGE NUMBER 5236 SPANNING THE WEST BRANCH OF THE
 PR0749'LAC QUI PARLE RIVER, 8.1 M (26.6 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 PR0749'AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT
 PR0749'IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4264 ***********************************************************************
 DM4264  DESIGNATION -  3705 B
 DM4264  PID         -  DM4264
 DM4264  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4264  COUNTRY     -  US
 DM4264  USGS QUAD   -  GARY NW (1967)
 DM4264
 DM4264                         *CURRENT SURVEY CONTROL
 DM4264  ______________________________________________________________________
 DM4264* NAD 83(1986) POSITION- 44 56 10.     (N) 096 26 31.     (W)   SCALED    
 DM4264* NAVD 88 ORTHO HEIGHT -   356.692  (meters)    1170.25  (feet) ADJUSTED  
 DM4264  ______________________________________________________________________
 DM4264  GEOID HEIGHT    -        -25.75  (meters)                     GEOID09
 DM4264  DYNAMIC HEIGHT  -        356.656 (meters)     1170.13  (feet) COMP
 DM4264  MODELED GRAVITY -    980,505.8   (mgal)                       NAVD 88
 DM4264
 DM4264  VERT ORDER      -  SECOND    CLASS I
 DM4264
 DM4264.The horizontal coordinates were scaled from a topographic map and have
 DM4264.an estimated accuracy of +/- 6 seconds.
 DM4264.
 DM4264.The orthometric height was determined by differential leveling and
 DM4264.adjusted in March 2011.
 DM4264
 DM4264.No vertical observational check was made to the station.
 DM4264
 DM4264.The dynamic height is computed by dividing the NAVD 88
 DM4264.geopotential number by the normal gravity value computed on the
 DM4264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4264.degrees latitude (g = 980.6199 gals.).
 DM4264
 DM4264.The modeled gravity was interpolated from observed gravity values.
 DM4264
 DM4264;                    North         East    Units  Estimated Accuracy
 DM4264;SPC MN S     -   318,010.      607,290.      MT  (+/- 180 meters Scaled)
 DM4264
 DM4264                          SUPERSEDED SURVEY CONTROL
 DM4264
 DM4264.No superseded survey control is available for this station.
 DM4264
 DM4264_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ018790(NAD 83)
 DM4264
 DM4264_MARKER: DD = SURVEY DISK
 DM4264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4264_STAMPING: 3705 B 2007
 DM4264_MARK LOGO: MNDT  
 DM4264_PROJECTION: FLUSH
 DM4264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4264+STABILITY: SURFACE MOTION
 DM4264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4264+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM4264
 DM4264  HISTORY     - Date     Condition        Report By
 DM4264  HISTORY     - 2007     MONUMENTED       MNDT
 DM4264  HISTORY     - 2008     GOOD             MNDT
 DM4264
 DM4264                          STATION DESCRIPTION
 DM4264
 DM4264'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DM4264'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF MARIETTA, 1.50 MI (2.4 KM)
 DM4264'WEST ALONG TRUNK HIGHWAY 212 FROM THE JUNCTION OF TRUNK HIGHWAY 212
 DM4264'AND COUNTY ROAD 7 AT TRUNK HIGHWAY 212 MILE POINT 0.5.
 DM4264' 
 DM4264'IT IS 90 FT (27.4 M) NORTH OF TRUNK HIGHWAY 212, 74.5 FT (22.7 M) WEST
 DM4264'OF WEATHER STATION TOWER, IN SOUTH SIDE OF VRS CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0545 ***********************************************************************
 PQ0545  DESIGNATION -  3706 A
 PQ0545  PID         -  PQ0545
 PQ0545  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0545  COUNTRY     -  US
 PQ0545  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0545
 PQ0545                         *CURRENT SURVEY CONTROL
 PQ0545  ______________________________________________________________________
 PQ0545* NAD 83(1986) POSITION- 44 56 00.     (N) 095 44 53.     (W)   SCALED    
 PQ0545* NAVD 88 ORTHO HEIGHT -   309.603  (meters)    1015.76  (feet) ADJUSTED  
 PQ0545  ______________________________________________________________________
 PQ0545  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 PQ0545  DYNAMIC HEIGHT  -        309.581 (meters)     1015.68  (feet) COMP
 PQ0545  MODELED GRAVITY -    980,535.6   (mgal)                       NAVD 88
 PQ0545
 PQ0545  VERT ORDER      -  SECOND    CLASS 0
 PQ0545
 PQ0545.The horizontal coordinates were scaled from a topographic map and have
 PQ0545.an estimated accuracy of +/- 6 seconds.
 PQ0545.
 PQ0545.The orthometric height was determined by differential leveling and
 PQ0545.adjusted in June 1991.
 PQ0545
 PQ0545.Photographs are available for this station.
 PQ0545
 PQ0545.The dynamic height is computed by dividing the NAVD 88
 PQ0545.geopotential number by the normal gravity value computed on the
 PQ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0545.degrees latitude (g = 980.6199 gals.).
 PQ0545
 PQ0545.The modeled gravity was interpolated from observed gravity values.
 PQ0545
 PQ0545;                    North         East    Units  Estimated Accuracy
 PQ0545;SPC MN S     -   316,290.      662,030.      MT  (+/- 180 meters Scaled)
 PQ0545
 PQ0545                          SUPERSEDED SURVEY CONTROL
 PQ0545
 PQ0545  NGVD 29 (??/??/92)  309.438  (m)         1015.21   (f) ADJ UNCH    2 0
 PQ0545
 PQ0545.Superseded values are not recommended for survey control.
 PQ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0545.See file dsdata.txt to determine how the superseded data were derived.
 PQ0545
 PQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK831792(NAD 83)
 PQ0545
 PQ0545_MARKER: DV = VERTICAL CONTROL DISK
 PQ0545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0545_SP_SET: ROD
 PQ0545_STAMPING: 3706 A 1974
 PQ0545_MARK LOGO: MNHD  
 PQ0545_PROJECTION: FLUSH
 PQ0545_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0545+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 PQ0545
 PQ0545  HISTORY     - Date     Condition        Report By
 PQ0545  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0545  HISTORY     - 1975     GOOD             MNDT
 PQ0545  HISTORY     - 19980826 GOOD             NGS
 PQ0545
 PQ0545                          STATION DESCRIPTION
 PQ0545
 PQ0545'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0545'1.2 MI W FROM MONTEVIDEO.
 PQ0545'THE MARK IS LOCATED 1.25 MILES WEST ALONG T.H. 212 FROM THE JUNCTION
 PQ0545'OF T.H. 212 AND T.H. 59 IN MONTEVIDEO AT THE WEST EDGE OF THE PICNIC
 PQ0545'AREA OF THE CAMP RELEASE MEMORIAL PARK.  IT IS 229 FEET SOUTHWEST OF,
 PQ0545'AND 15 FEET HIGHER THAN THE CENTERLINE OF T.H. 212 AT MILEPOINT 34.5,
 PQ0545'31.8 FEET NORTH-NORTHWEST OF A 24 INCH NORWAY PINE TREE, 17.4 FEET
 PQ0545'SOUTH-SOUTHWEST OF A 15 INCH ELM TREE AND 2.5 FEET EAST OF A
 PQ0545'NORTH-SOUTH FENCE.  IT IS 1.8 FEET EAST OF A STEEL WITNESS POST,
 PQ0545'CRIMPED TO 27 FEET OF COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND.
 PQ0545'NW 1/4 SECTION 24, T 117N, R 41W.
 PQ0545
 PQ0545                          STATION RECOVERY (1998)
 PQ0545
 PQ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0545'2.0 KM (1.25 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0545'U.S. HIGHWAY 59 IN MONTEVIDEO, 215.3 M (706.4 FT) NORTHWEST OF THE
 PQ0545'WEST CORNER OF THE CAMP RELEASE MEMORIAL MONUMENT, 65.8 M (215.9 FT)
 PQ0545'SOUTH OF THE HIGHWAY CENTERLINE, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 PQ0545'POST AND FENCE.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 PQ0545'FLUSH WITH THE GROUND SURFACE.  NOTE--THE MARK IS ON HIGHWAY
 PQ0545'RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0543 ***********************************************************************
 PQ0543  DESIGNATION -  3706 B
 PQ0543  PID         -  PQ0543
 PQ0543  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0543  COUNTRY     -  US
 PQ0543  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0543
 PQ0543                         *CURRENT SURVEY CONTROL
 PQ0543  ______________________________________________________________________
 PQ0543* NAD 83(2007) POSITION- 44 56 08.14153(N) 095 46 02.16374(W)   ADJUSTED  
 PQ0543* NAD 83(2007) ELLIP HT-   281.375 (meters)        (08/24/10)   ADJUSTED
 PQ0543* NAD 83(2007) EPOCH   -  2002.00
 PQ0543* NAVD 88 ORTHO HEIGHT -   307.667  (meters)    1009.40  (feet) ADJUSTED  
 PQ0543  ______________________________________________________________________
 PQ0543  NAD 83(2007) X  -   -454,491.611 (meters)                     COMP
 PQ0543  NAD 83(2007) Y  - -4,499,954.878 (meters)                     COMP
 PQ0543  NAD 83(2007) Z  -  4,482,483.246 (meters)                     COMP
 PQ0543  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC09
 PQ0543  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 PQ0543  DYNAMIC HEIGHT  -        307.644 (meters)     1009.33  (feet) COMP
 PQ0543  MODELED GRAVITY -    980,534.5   (mgal)                       NAVD 88
 PQ0543
 PQ0543  HORZ ORDER      -  FIRST
 PQ0543  VERT ORDER      -  FIRST     CLASS II
 PQ0543  ELLP ORDER      -  THIRD     CLASS I
 PQ0543
 PQ0543.The horizontal coordinates were established by GPS observations
 PQ0543.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ0543
 PQ0543.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0543.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0543
 PQ0543.The horizontal coordinates are valid at the epoch date displayed above
 PQ0543.which is a decimal equivalence of Year/Month/Day.
 PQ0543
 PQ0543.The orthometric height was determined by differential leveling and
 PQ0543.adjusted in February 2000.
 PQ0543
 PQ0543.Photographs are available for this station.
 PQ0543
 PQ0543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0543
 PQ0543.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0543
 PQ0543.The ellipsoidal height was determined by GPS observations
 PQ0543.and is referenced to NAD 83.
 PQ0543
 PQ0543.The dynamic height is computed by dividing the NAVD 88
 PQ0543.geopotential number by the normal gravity value computed on the
 PQ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0543.degrees latitude (g = 980.6199 gals.).
 PQ0543
 PQ0543.The modeled gravity was interpolated from observed gravity values.
 PQ0543
 PQ0543. The following values were computed from the NAD 83(2007) position.
 PQ0543
 PQ0543;                    North         East     Units Scale Factor Converg.
 PQ0543;SPC MN S     -   316,577.527   660,518.258   MT  0.99995071   -1 14 19.4
 PQ0543;SPC MN S     - 1,038,638.10  2,167,050.32   sFT  0.99995071   -1 14 19.4
 PQ0543;UTM  15      - 4,979,521.592   281,652.468   MT  1.00018628   -1 57 19.2
 PQ0543
 PQ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0543!SPC MN S     -   0.99995589  x   0.99995071  =   0.99990660
 PQ0543!UTM  15      -   0.99995589  x   1.00018628  =   1.00014216
 PQ0543
 PQ0543                          SUPERSEDED SURVEY CONTROL
 PQ0543
 PQ0543  NAD 83(1996)-  44 56 08.14116(N)    095 46 02.16333(W) AD(       ) 1
 PQ0543  ELLIP H (06/12/06)  281.401  (m)                       GP(       ) 3 2
 PQ0543  NAVD 88 (06/12/06)  307.67   (m)         1009.4    (f) LEVELING    3  
 PQ0543  NAVD 88 (06/15/91)  307.662  (m)         1009.39   (f) SUPERSEDED  2 0
 PQ0543  NGVD 29 (??/??/92)  307.496  (m)         1008.84   (f) ADJ UNCH    2 0
 PQ0543
 PQ0543.Superseded values are not recommended for survey control.
 PQ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0543.See file dsdata.txt to determine how the superseded data were derived.
 PQ0543
 PQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8165279521(NAD 83)
 PQ0543
 PQ0543_MARKER: DV = VERTICAL CONTROL DISK
 PQ0543_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0543_SP_SET: ROD
 PQ0543_STAMPING: 3706 B 1974
 PQ0543_MARK LOGO: MNHD  
 PQ0543_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ0543_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0543+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 PQ0543_ROD/PIPE-DEPTH:  5.8 meters
 PQ0543
 PQ0543  HISTORY     - Date     Condition        Report By
 PQ0543  HISTORY     - 1974     MONUMENTED       MNHD
 PQ0543  HISTORY     - 1975     GOOD             MNDT
 PQ0543  HISTORY     - 19980826 GOOD             NGS
 PQ0543  HISTORY     - 20050926 GOOD             MNDT
 PQ0543  HISTORY     - 20090526 GOOD             MNDT
 PQ0543
 PQ0543                          STATION DESCRIPTION
 PQ0543
 PQ0543'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0543'2 MI W FROM MONTEVIDEO.
 PQ0543'THE MARK IS LOCATED 2.15 MILES WEST ALONG T.H. 212 FROM THE JUNCTION
 PQ0543'OF T.H. 212 AND T.H. 59 IN MONTEVIDEO, 1.5 MILES EAST OF T.H. 59
 PQ0543'SOUTH, AND 0.1 MILE NORTH OF TERRACE LAWN CEMETERY.  IT IS 148 FEET
 PQ0543'NORTH OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF TH 212 AT MILEPOINT
 PQ0543'33.6, 76.8 FEET NORTH OF BURIED CABLE MARKER NO. 1070 (BELL
 PQ0543'TELEPHONE), 73.0 FEET NORTH OF A RIGHT OF WAY SIGN, 32 FEET WEST OF
 PQ0543'THE CENTER OF A TOWNSHIP ROAD AND 1.6 FEET SOUTH OF A POWER POLE.  IT
 PQ0543'IS 0.7 FEET SOUTH OF A STEEL WITNESS POST, CRIMPED TO 19 FEET OF
 PQ0543'COPPER CLAD STEEL ROD PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4
 PQ0543'SECTION 14, T 117N, R 41W.
 PQ0543
 PQ0543                          STATION RECOVERY (1998)
 PQ0543
 PQ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0543'3.4 KM (2.10 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0543'U.S. HIGHWAY 59 IN MONTEVIDEO, 45.2 M (148.3 FT) NORTH OF THE HIGHWAY
 PQ0543'CENTERLINE, 13.6 M (44.6 FT) NORTH OF A T-JUNCTION UTILITY POLE, 10.1
 PQ0543'M (33.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 0.3 M (1.0 FT)
 PQ0543'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 PQ0543'POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND PROJECTS 0.1
 PQ0543'M (0.3 FT) ABOVE THE GROUND SURFACE.  THE MARK IS ON COUNTY ROAD
 PQ0543'RIGHT-OF-WAY.
 PQ0543
 PQ0543                          STATION RECOVERY (2005)
 PQ0543
 PQ0543'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0543'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0543'THE MARK IS 2.0 MILES (3.2 KM) WEST OF MONTEVIDEO, 2.15 MILES (3.46
 PQ0543'KM) WEST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND
 PQ0543'TRUNK HIGHWAY 59, 1.5 MILES (2.4 KM) EAST OF TRUNK HIGHWAY 59 SOUTH,
 PQ0543'0.1 MILE (0.2 KM) NORTH OF TERRACE LAWN CEMETERY, AT TRUNK HIGHWAY 212
 PQ0543'MILEPOINT 33.6, 148 FEET (45.1 M) NORTH OF TRUNK HIGHWAY 212, 76.8
 PQ0543'FEET (23.4 M) NORTH OF TELEPHONE CABLE MARKER 1070, 73.0 FEET (22.3 M)
 PQ0543'NORTH OF RIGHT OF WAY SIGN, 32 FEET (9.8 M) WEST OF TOWNSHIP ROAD
 PQ0543'(435TH AVENUE) , 45.3 FEET (13.8 M) NORTH OF POWER POLE, 0.7 FOOT
 PQ0543'(21.3 CM) SOUTH OF WITNESS POST.
 PQ0543
 PQ0543                          STATION RECOVERY (2009)
 PQ0543
 PQ0543'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PQ0543'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0542 ***********************************************************************
 PQ0542  DESIGNATION -  3706 C
 PQ0542  PID         -  PQ0542
 PQ0542  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0542  COUNTRY     -  US
 PQ0542  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0542
 PQ0542                         *CURRENT SURVEY CONTROL
 PQ0542  ______________________________________________________________________
 PQ0542* NAD 83(1986) POSITION- 44 56 06.     (N) 095 46 31.     (W)   SCALED    
 PQ0542* NAVD 88 ORTHO HEIGHT -   307.259  (meters)    1008.07  (feet) ADJUSTED  
 PQ0542  ______________________________________________________________________
 PQ0542  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 PQ0542  DYNAMIC HEIGHT  -        307.237 (meters)     1007.99  (feet) COMP
 PQ0542  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 PQ0542
 PQ0542  VERT ORDER      -  SECOND    CLASS 0
 PQ0542
 PQ0542.The horizontal coordinates were scaled from a topographic map and have
 PQ0542.an estimated accuracy of +/- 6 seconds.
 PQ0542.
 PQ0542.The orthometric height was determined by differential leveling and
 PQ0542.adjusted in June 1991.
 PQ0542
 PQ0542.The dynamic height is computed by dividing the NAVD 88
 PQ0542.geopotential number by the normal gravity value computed on the
 PQ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0542.degrees latitude (g = 980.6199 gals.).
 PQ0542
 PQ0542.The modeled gravity was interpolated from observed gravity values.
 PQ0542
 PQ0542;                    North         East    Units  Estimated Accuracy
 PQ0542;SPC MN S     -   316,530.      659,890.      MT  (+/- 180 meters Scaled)
 PQ0542
 PQ0542                          SUPERSEDED SURVEY CONTROL
 PQ0542
 PQ0542  NGVD 29 (??/??/92)  307.093  (m)         1007.52   (f) ADJ UNCH    2 0
 PQ0542
 PQ0542.Superseded values are not recommended for survey control.
 PQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0542.See file dsdata.txt to determine how the superseded data were derived.
 PQ0542
 PQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK810794(NAD 83)
 PQ0542
 PQ0542_MARKER: DD = SURVEY DISK
 PQ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0542_SP_SET: CULVERT
 PQ0542_STAMPING: 3706 C 1974
 PQ0542_PROJECTION: FLUSH
 PQ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0542
 PQ0542  HISTORY     - Date     Condition        Report By
 PQ0542  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0542  HISTORY     - 1975     GOOD             MNDT
 PQ0542  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0542
 PQ0542                          STATION DESCRIPTION
 PQ0542
 PQ0542'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0542'2.4 MI W FROM MONTEVIDEO.
 PQ0542'THE MARK IS LOCATED 2.4 MILES WEST ALONG T.H. 212 AND T.H. 59 FROM THE
 PQ0542'JUNCTION OF T.H. 212 AND T.H. 59 IN MONTEVIDEO, AND 1.2 MILES EAST OF
 PQ0542'THE WEST JUNCTION OF T.H. 59 AND T.H. 212.  IT IS 32.3 FEET SOUTH OF
 PQ0542'AND LEVEL WITH THE CENTERLINE OF T.H. 212 AT MILEPOINT 33.25. IT IS
 PQ0542'CEMENTED IN THE SOUTHEAST CORNER OF A 5 BY 7 FOOT DEEP CONCRETE BOX
 PQ0542'CULVERT UNDER T.H. 212 AT A SMALL CREEK.  NW 1/4 SECTION 23, T 117N, R
 PQ0542'41W.
 PQ0542
 PQ0542                          STATION RECOVERY (1998)
 PQ0542
 PQ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0542'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0541 ***********************************************************************
 PQ0541  DESIGNATION -  3706 D
 PQ0541  PID         -  PQ0541
 PQ0541  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0541  COUNTRY     -  US
 PQ0541  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0541
 PQ0541                         *CURRENT SURVEY CONTROL
 PQ0541  ______________________________________________________________________
 PQ0541* NAD 83(1986) POSITION- 44 56 06.     (N) 095 47 43.     (W)   SCALED    
 PQ0541* NAVD 88 ORTHO HEIGHT -   308.186  (meters)    1011.11  (feet) ADJUSTED  
 PQ0541  ______________________________________________________________________
 PQ0541  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 PQ0541  DYNAMIC HEIGHT  -        308.163 (meters)     1011.03  (feet) COMP
 PQ0541  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 PQ0541
 PQ0541  VERT ORDER      -  SECOND    CLASS 0
 PQ0541
 PQ0541.The horizontal coordinates were scaled from a topographic map and have
 PQ0541.an estimated accuracy of +/- 6 seconds.
 PQ0541.
 PQ0541.The orthometric height was determined by differential leveling and
 PQ0541.adjusted in June 1991.
 PQ0541
 PQ0541.The dynamic height is computed by dividing the NAVD 88
 PQ0541.geopotential number by the normal gravity value computed on the
 PQ0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0541.degrees latitude (g = 980.6199 gals.).
 PQ0541
 PQ0541.The modeled gravity was interpolated from observed gravity values.
 PQ0541
 PQ0541;                    North         East    Units  Estimated Accuracy
 PQ0541;SPC MN S     -   316,560.      658,310.      MT  (+/- 180 meters Scaled)
 PQ0541
 PQ0541                          SUPERSEDED SURVEY CONTROL
 PQ0541
 PQ0541  NGVD 29 (??/??/92)  308.019  (m)         1010.56   (f) ADJ UNCH    2 0
 PQ0541
 PQ0541.Superseded values are not recommended for survey control.
 PQ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0541.See file dsdata.txt to determine how the superseded data were derived.
 PQ0541
 PQ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK794795(NAD 83)
 PQ0541
 PQ0541_MARKER: DD = SURVEY DISK
 PQ0541_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0541_SP_SET: CULVERT
 PQ0541_STAMPING: 3706 D 1974
 PQ0541_PROJECTION: FLUSH
 PQ0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0541
 PQ0541  HISTORY     - Date     Condition        Report By
 PQ0541  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0541  HISTORY     - 1975     GOOD             MNDT
 PQ0541  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0541
 PQ0541                          STATION DESCRIPTION
 PQ0541
 PQ0541'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0541'3.3 MI W FROM MONTEVIDEO.
 PQ0541'THE MARK IS LOCATED 3.4 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0541'T.H. 212 AND T.H. 59 IN MONTEVIDEO, AND 0.2 MILES EAST OF T.H. 59
 PQ0541'SOUTH.  IT IS 17.0 FEET SOUTH OF, AND LEVEL WITH THE CENTERLINE OF
 PQ0541'T.H. 212 AT MILEPOINT 32.25.  IT IS CEMENTED IN THE SOUTHEAST CORNER
 PQ0541'OF A 5 BY 7 FOOT DEEP BOX CULVERT UNDER T.H. 212.  NW 1/4 SECTION 22,
 PQ0541'T 117N, R 41W.
 PQ0541
 PQ0541                          STATION RECOVERY (1998)
 PQ0541
 PQ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0541'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0540 ***********************************************************************
 PQ0540  DESIGNATION -  3706 E
 PQ0540  PID         -  PQ0540
 PQ0540  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0540  COUNTRY     -  US
 PQ0540  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0540
 PQ0540                         *CURRENT SURVEY CONTROL
 PQ0540  ______________________________________________________________________
 PQ0540* NAD 83(2007) POSITION- 44 56 01.56233(N) 095 47 51.12072(W)   ADJUSTED  
 PQ0540* NAD 83(2007) ELLIP HT-   280.626 (meters)        (08/24/10)   ADJUSTED
 PQ0540* NAD 83(2007) EPOCH   -  2002.00
 PQ0540* NAVD 88 ORTHO HEIGHT -   306.892  (meters)    1006.86  (feet) ADJUSTED  
 PQ0540  ______________________________________________________________________
 PQ0540  NAD 83(2007) X  -   -456,883.034 (meters)                     COMP
 PQ0540  NAD 83(2007) Y  - -4,499,856.363 (meters)                     COMP
 PQ0540  NAD 83(2007) Z  -  4,482,338.936 (meters)                     COMP
 PQ0540  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC09
 PQ0540  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 PQ0540  DYNAMIC HEIGHT  -        306.868 (meters)     1006.78  (feet) COMP
 PQ0540  MODELED GRAVITY -    980,532.5   (mgal)                       NAVD 88
 PQ0540
 PQ0540  HORZ ORDER      -  FIRST
 PQ0540  VERT ORDER      -  FIRST     CLASS II
 PQ0540  ELLP ORDER      -  THIRD     CLASS I
 PQ0540
 PQ0540.The horizontal coordinates were established by GPS observations
 PQ0540.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ0540
 PQ0540.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0540.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0540
 PQ0540.The horizontal coordinates are valid at the epoch date displayed above
 PQ0540.which is a decimal equivalence of Year/Month/Day.
 PQ0540
 PQ0540.The orthometric height was determined by differential leveling and
 PQ0540.adjusted in February 2000.
 PQ0540
 PQ0540.Photographs are available for this station.
 PQ0540
 PQ0540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0540
 PQ0540.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0540
 PQ0540.The ellipsoidal height was determined by GPS observations
 PQ0540.and is referenced to NAD 83.
 PQ0540
 PQ0540.The dynamic height is computed by dividing the NAVD 88
 PQ0540.geopotential number by the normal gravity value computed on the
 PQ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0540.degrees latitude (g = 980.6199 gals.).
 PQ0540
 PQ0540.The modeled gravity was interpolated from observed gravity values.
 PQ0540
 PQ0540. The following values were computed from the NAD 83(2007) position.
 PQ0540
 PQ0540;                    North         East     Units Scale Factor Converg.
 PQ0540;SPC MN S     -   316,426.575   658,125.441   MT  0.99995047   -1 15 35.8
 PQ0540;SPC MN S     - 1,038,142.85  2,159,199.88   sFT  0.99995047   -1 15 35.8
 PQ0540;UTM  15      - 4,979,400.552   279,257.370   MT  1.00019921   -1 58 36.0
 PQ0540
 PQ0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0540!SPC MN S     -   0.99995600  x   0.99995047  =   0.99990648
 PQ0540!UTM  15      -   0.99995600  x   1.00019921  =   1.00015520
 PQ0540
 PQ0540:                Primary Azimuth Mark                     Grid Az
 PQ0540:SPC MN S     -  3707 D                                   183 20 44.9
 PQ0540:UTM  15      -  3707 D                                   184 03 45.1
 PQ0540
 PQ0540|---------------------------------------------------------------------|
 PQ0540| PID    Reference Object                     Distance      Geod. Az  |
 PQ0540|                                                           dddmmss.s |
 PQ0540| DM2938 3707 D                              APPROX. 0.6 KM 1820509.1 |
 PQ0540|---------------------------------------------------------------------|
 PQ0540
 PQ0540                          SUPERSEDED SURVEY CONTROL
 PQ0540
 PQ0540  NAD 83(1996)-  44 56 01.56197(N)    095 47 51.12030(W) AD(       ) 1
 PQ0540  ELLIP H (06/12/06)  280.651  (m)                       GP(       ) 3 2
 PQ0540  NAVD 88 (06/12/06)  306.89   (m)         1006.9    (f) LEVELING    3  
 PQ0540  NAVD 88 (06/15/91)  306.887  (m)         1006.85   (f) SUPERSEDED  2 0
 PQ0540  NGVD 29 (??/??/92)  306.718  (m)         1006.29   (f) ADJ UNCH    2 0
 PQ0540
 PQ0540.Superseded values are not recommended for survey control.
 PQ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0540.See file dsdata.txt to determine how the superseded data were derived.
 PQ0540
 PQ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7925779400(NAD 83)
 PQ0540
 PQ0540_MARKER: DV = VERTICAL CONTROL DISK
 PQ0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0540_SP_SET: ROD
 PQ0540_STAMPING: 3706 E 1974
 PQ0540_MARK LOGO: MNHD  
 PQ0540_PROJECTION: RECESSED 13 CENTIMETERS
 PQ0540_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0540+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 PQ0540_ROD/PIPE-DEPTH:  4.9 meters
 PQ0540
 PQ0540  HISTORY     - Date     Condition        Report By
 PQ0540  HISTORY     - 19740401 MONUMENTED       MNHD
 PQ0540  HISTORY     - 1975     GOOD             MNDT
 PQ0540  HISTORY     - 19980826 GOOD             NGS
 PQ0540  HISTORY     - 20050926 GOOD             MNDT
 PQ0540  HISTORY     - 20090526 GOOD             MNDT
 PQ0540
 PQ0540                          STATION DESCRIPTION
 PQ0540
 PQ0540'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0540'3.5 MI W FROM MONTEVIDEO.
 PQ0540'THE MARK IS LOCATED 3.6 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0540'T.H. 212 AND T.H. 59 IN MONTEVIDEO AND AT THE WEST JUNCTION OF T.H. 59
 PQ0540'AND T.H. 212.  IT IS 0.15 MILES SOUTH OF T.H. 212 AT MILEPOINT 32.1,
 PQ0540'149 FEET NORTH-NORTHEAST OF THE EAST LEG OF A T.H. 59 NORTHBOUND SIGN
 PQ0540'MONTEVIDEO - DAWSON, 94.7 FEET EAST OF AND 3 FEET LOWER THAN THE
 PQ0540'CENTERLINE OF T.H. 59 AND 1.8 FEET NORTH OF A POWER POLE. IT IS 0.7
 PQ0540'FEET NORTH OF A STEEL WITNESS POST CRIMPED TO 16 FEET OF COPPER CLAD
 PQ0540'STEEL ROD SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 22, T 117N, R
 PQ0540'41W.
 PQ0540
 PQ0540                          STATION RECOVERY (1998)
 PQ0540
 PQ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0540'5.9 KM (3.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0540'U.S. HIGHWAY 59 IN MONTEVIDEO, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 PQ0540'U.S. HIGHWAY 59, 28.5 M (93.5 FT) EAST OF THE HIGHWAY CENTERLINE, 0.5
 PQ0540'M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTH OF
 PQ0540'A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE AND IS
 PQ0540'FLUSH WITH THE GROUND SURFACE.  THE MARK IS ON HIGHWAY RIGHT-OF-WAY.
 PQ0540
 PQ0540                          STATION RECOVERY (2005)
 PQ0540
 PQ0540'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0540'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0540'THE MARK IS 3.5 MILES (5.6 KM) WEST OF MONTEVIDEO, 3.6 MILES (5.8 KM)
 PQ0540'WEST OF EAST JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, AT
 PQ0540'WEST JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, 0.15 MILES
 PQ0540'(0.24 KM) SOUTH OF TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT
 PQ0540'32.1, 149 FEET (45.4 M) NORTH-NORTHEAST OF EAST LEG OF
 PQ0540'MONTEVIDEO-DAWSON SIGN, 94.7 FEET (28.9 M) EAST OF TRUNK HIGHWAY 59,
 PQ0540'0.7 FEET (21.3 CM) NORTH OF WITNESS POST.
 PQ0540
 PQ0540                          STATION RECOVERY (2009)
 PQ0540
 PQ0540'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PQ0540'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0540'THE MARK IS 3.5 MILES WEST OF MONTEVIDEO, 3.6 MILES WEST OF EAST
 PQ0540'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, AT WEST JUNCTION
 PQ0540'OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 59, 0.15 MILE SOUTH OF TRUNK
 PQ0540'HIGHWAY 212, AT TRUNK HIGHWAY 212 MILEPOINT 32.1, 149 FEET
 PQ0540'NORTH-NORTHEAST OF EAST LEG OF MONTEVIDEO-DAWSON SIGN, 94.7 FEET EAST
 PQ0540'OF TRUNK HIGHWAY 59, 2.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0539 ***********************************************************************
 PQ0539  DESIGNATION -  3706 F
 PQ0539  PID         -  PQ0539
 PQ0539  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0539  COUNTRY     -  US
 PQ0539  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0539
 PQ0539                         *CURRENT SURVEY CONTROL
 PQ0539  ______________________________________________________________________
 PQ0539* NAD 83(1986) POSITION- 44 56 15.94   (N) 095 49 08.36   (W)   HD_HELD1  
 PQ0539* NAVD 88 ORTHO HEIGHT -   308.629  (meters)    1012.56  (feet) ADJUSTED  
 PQ0539  ______________________________________________________________________
 PQ0539  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 PQ0539  DYNAMIC HEIGHT  -        308.606 (meters)     1012.48  (feet) COMP
 PQ0539  MODELED GRAVITY -    980,531.7   (mgal)                       NAVD 88
 PQ0539
 PQ0539  VERT ORDER      -  SECOND    CLASS 0
 PQ0539
 PQ0539.The horizontal coordinates were established by differentially corrected
 PQ0539.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ0539.
 PQ0539.The orthometric height was determined by differential leveling and
 PQ0539.adjusted in June 1991.
 PQ0539
 PQ0539.Photographs are available for this station.
 PQ0539
 PQ0539.The dynamic height is computed by dividing the NAVD 88
 PQ0539.geopotential number by the normal gravity value computed on the
 PQ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0539.degrees latitude (g = 980.6199 gals.).
 PQ0539
 PQ0539.The modeled gravity was interpolated from observed gravity values.
 PQ0539
 PQ0539;                    North         East    Units  Estimated Accuracy
 PQ0539;SPC MN S     -   316,907.7     656,442.2     MT  (+/- 3 meters HH1 GPS) 
 PQ0539
 PQ0539                          SUPERSEDED SURVEY CONTROL
 PQ0539
 PQ0539  NGVD 29 (??/??/92)  308.461  (m)         1012.01   (f) ADJ UNCH    2 0
 PQ0539
 PQ0539.Superseded values are not recommended for survey control.
 PQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0539.See file dsdata.txt to determine how the superseded data were derived.
 PQ0539
 PQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7757979902(NAD 83)
 PQ0539
 PQ0539_MARKER: DV = VERTICAL CONTROL DISK
 PQ0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0539_SP_SET: ROD
 PQ0539_STAMPING: 3706 F 1974
 PQ0539_MARK LOGO: MNHD  
 PQ0539_PROJECTION: FLUSH
 PQ0539_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0539+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 PQ0539
 PQ0539  HISTORY     - Date     Condition        Report By
 PQ0539  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0539  HISTORY     - 1975     GOOD             MNDT
 PQ0539  HISTORY     - 19980826 GOOD             NGS
 PQ0539  HISTORY     - 20090526 GOOD             MNDT
 PQ0539
 PQ0539                          STATION DESCRIPTION
 PQ0539
 PQ0539'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0539'4.5 MI W FROM MONTEVIDEO.
 PQ0539'THE MARK IS LOCATED 4.6 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0539'T.H. 212 AND T.H. 59 IN MONTEVIDEO, AND 1 MILE WEST OF THE WEST
 PQ0539'JUNCTION OF T.H. 59 AND T.H. 212.  IT IS 0.1 MILE NORTH OF T.H. 212 AT
 PQ0539'MILEPOINT 31.05, 126.5 FEET SOUTH OF THE SOUTH END OF A 24 INCH METAL
 PQ0539'CULVERT UNDER A FIELD ENTRANCE EAST, 51 FEET EAST OF THE CENTER OF
 PQ0539'COUNTY ROAD 79 AND 1.3 FEET SOUTHEAST OF A POWER POLE WITH A GUY WIRE.
 PQ0539'IT IS 1.0 FEET SOUTH OF A STEEL WITNESS POST, CRIMPED TO 22 FEET OF
 PQ0539'COPPER CLAD STEEL ROD PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4
 PQ0539'SECTION 16, T 117N, R 41W.
 PQ0539
 PQ0539                          STATION RECOVERY (1998)
 PQ0539
 PQ0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0539'7.6 KM (4.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0539'U.S. HIGHWAY 59 IN MONTEVIDEO, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 PQ0539'A GRAVELED ROAD, 28.3 M (92.8 FT) NORTH OF THE EXTENDED CENTER OF THE
 PQ0539'MOST SOUTHERLY OF 2 DRIVEWAYS, 15.3 M (50.2 FT) EAST OF THE ROAD
 PQ0539'CENTER, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND A T-JUNCTION
 PQ0539'UTILITY POLE WITH A GUY CABLE.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 PQ0539'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE MARK IS ON COUNTY
 PQ0539'ROAD RIGHT-OF-WAY.
 PQ0539
 PQ0539                          STATION RECOVERY (2009)
 PQ0539
 PQ0539'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PQ0539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0538 ***********************************************************************
 PQ0538  DESIGNATION -  3706 G
 PQ0538  PID         -  PQ0538
 PQ0538  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0538  COUNTRY     -  US
 PQ0538  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0538
 PQ0538                         *CURRENT SURVEY CONTROL
 PQ0538  ______________________________________________________________________
 PQ0538* NAD 83(1986) POSITION- 44 56 05.6    (N) 095 50 23.3    (W)   HD_HELD2  
 PQ0538* NAVD 88 ORTHO HEIGHT -   313.652  (meters)    1029.04  (feet) ADJUSTED  
 PQ0538  ______________________________________________________________________
 PQ0538  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 PQ0538  DYNAMIC HEIGHT  -        313.628 (meters)     1028.96  (feet) COMP
 PQ0538  MODELED GRAVITY -    980,530.2   (mgal)                       NAVD 88
 PQ0538
 PQ0538  VERT ORDER      -  SECOND    CLASS 0
 PQ0538
 PQ0538.The horizontal coordinates were established by autonomous hand held GPS
 PQ0538.observations and have an estimated accuracy of +/- 10 meters.
 PQ0538.
 PQ0538.The orthometric height was determined by differential leveling and
 PQ0538.adjusted in June 1991.
 PQ0538
 PQ0538.Photographs are available for this station.
 PQ0538
 PQ0538.The dynamic height is computed by dividing the NAVD 88
 PQ0538.geopotential number by the normal gravity value computed on the
 PQ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0538.degrees latitude (g = 980.6199 gals.).
 PQ0538
 PQ0538.The modeled gravity was interpolated from observed gravity values.
 PQ0538
 PQ0538;                    North         East    Units  Estimated Accuracy
 PQ0538;SPC MN S     -   316,625.      654,792.      MT  (+/- 10 meters HH2 GPS)
 PQ0538
 PQ0538                          SUPERSEDED SURVEY CONTROL
 PQ0538
 PQ0538  NGVD 29 (??/??/92)  313.483  (m)         1028.49   (f) ADJ UNCH    2 0
 PQ0538
 PQ0538.Superseded values are not recommended for survey control.
 PQ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0538.See file dsdata.txt to determine how the superseded data were derived.
 PQ0538
 PQ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7592679641(NAD 83)
 PQ0538
 PQ0538_MARKER: DV = VERTICAL CONTROL DISK
 PQ0538_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0538_SP_SET: ROD
 PQ0538_STAMPING: 3706 G 1974
 PQ0538_MARK LOGO: MNHD  
 PQ0538_PROJECTION: FLUSH
 PQ0538_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0538+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1998
 PQ0538
 PQ0538  HISTORY     - Date     Condition        Report By
 PQ0538  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0538  HISTORY     - 1975     GOOD             MNDT
 PQ0538  HISTORY     - 19980826 GOOD             NGS
 PQ0538
 PQ0538                          STATION DESCRIPTION
 PQ0538
 PQ0538'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0538'5.5 MI W FROM MONTEVIDEO.
 PQ0538'THE MARK IS LOCATED 5.6 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0538'T.H. 212 AND T.H. 59 AT MONTEVIDEO, AND 2 MILES WEST OF THE WEST
 PQ0538'JUNCTION OF T.H. 59 AND T.H. 212.  IT IS 302 FEET SOUTH OF THE
 PQ0538'CENTERLINE OF T.H. 212 AT MILEPOINT 30.1, 34 FEET WEST OF, AND 4 FEET
 PQ0538'LOWER THAN THE CENTER OF A TOWNSHIP ROAD AND 2.3 FEET NORTH OF A POWER
 PQ0538'POLE.  IT IS 0.8 FEET NORTH OF A STEEL WITNESS POST, CRIMPED TO 24
 PQ0538'FEET OF COPPER CLAD STEEL ROD SET FLUSH WITH THE GROUND.  NE 1/4
 PQ0538'SECTION 19, T 117N, R 41W.
 PQ0538
 PQ0538                          STATION RECOVERY (1998)
 PQ0538
 PQ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0538'9.2 KM (5.70 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0538'U.S. HIGHWAY 59 IN MONTEVIDEO, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 PQ0538'A GRAVELED ROAD, 10.4 M (34.1 FT) WEST OF THE ROAD CENTER, 1.0 M (3.3
 PQ0538'FT) BELOW THE LEVEL OF THE ROAD, 0.5 M (1.6 FT) NORTHEAST OF A UTILITY
 PQ0538'POLE, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS
 PQ0538'ENCASED IN A 5-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 PQ0538'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0536 ***********************************************************************
 PQ0536  DESIGNATION -  3706 H
 PQ0536  PID         -  PQ0536
 PQ0536  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0536  COUNTRY     -  US
 PQ0536  USGS QUAD   -  CLARKFIELD NE (1965)
 PQ0536
 PQ0536                         *CURRENT SURVEY CONTROL
 PQ0536  ______________________________________________________________________
 PQ0536* NAD 83(1996) POSITION- 44 56 05.85397(N) 095 51 32.69142(W)   ADJUSTED  
 PQ0536* NAVD 88 ORTHO HEIGHT -   316.318  (meters)    1037.79  (feet) ADJUSTED  
 PQ0536  ______________________________________________________________________
 PQ0536  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC09
 PQ0536  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 PQ0536  DYNAMIC HEIGHT  -        316.293 (meters)     1037.70  (feet) COMP
 PQ0536  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 PQ0536
 PQ0536  HORZ ORDER      -  SECOND
 PQ0536  VERT ORDER      -  FIRST     CLASS II
 PQ0536
 PQ0536.The horizontal coordinates were established by classical geodetic methods
 PQ0536.and adjusted by the National Geodetic Survey in March 1999.
 PQ0536.
 PQ0536.The orthometric height was determined by differential leveling and
 PQ0536.adjusted in February 2000.
 PQ0536
 PQ0536.Photographs are available for this station.
 PQ0536
 PQ0536.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0536
 PQ0536.The dynamic height is computed by dividing the NAVD 88
 PQ0536.geopotential number by the normal gravity value computed on the
 PQ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0536.degrees latitude (g = 980.6199 gals.).
 PQ0536
 PQ0536.The modeled gravity was interpolated from observed gravity values.
 PQ0536
 PQ0536. The following values were computed from the NAD 83(1996) position.
 PQ0536
 PQ0536;                    North         East     Units Scale Factor Converg.
 PQ0536;SPC MN S     -   316,667.667   653,271.503   MT  0.99995063   -1 18 11.1
 PQ0536;SPC MN S     - 1,038,933.84  2,143,274.92   sFT  0.99995063   -1 18 11.1
 PQ0536;UTM  15      - 4,979,702.439   274,405.558   MT  1.00022585   -2 01 12.8
 PQ0536
 PQ0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0536!SPC MN S     -   0.99995452  x   0.99995063  =   0.99990515
 PQ0536!UTM  15      -   0.99995452  x   1.00022585  =   1.00018036
 PQ0536
 PQ0536                          SUPERSEDED SURVEY CONTROL
 PQ0536
 PQ0536  NAD 83(1996)-  44 56 05.85403(N)    095 51 32.69064(W) AD(       ) 2
 PQ0536  NAD 83(1986)-  44 56 05.85626(N)    095 51 32.67750(W) AD(       ) 2
 PQ0536  NAD 27      -  44 56 06.00705(N)    095 51 31.57566(W) AD(       ) 2
 PQ0536  NAVD 88 (06/15/91)  316.308  (m)         1037.75   (f) SUPERSEDED  2 0
 PQ0536  NGVD 29 (??/??/92)  316.138  (m)         1037.20   (f) ADJ UNCH    2 0
 PQ0536
 PQ0536.Superseded values are not recommended for survey control.
 PQ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0536.See file dsdata.txt to determine how the superseded data were derived.
 PQ0536
 PQ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7440579702(NAD 83)
 PQ0536
 PQ0536_MARKER: DV = VERTICAL CONTROL DISK
 PQ0536_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0536_SP_SET: ROD
 PQ0536_STAMPING: 3706 H 1974
 PQ0536_MARK LOGO: MNHD  
 PQ0536_PROJECTION: FLUSH
 PQ0536_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0536+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1998
 PQ0536
 PQ0536  HISTORY     - Date     Condition        Report By
 PQ0536  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0536  HISTORY     - 1975     GOOD             MNDT
 PQ0536  HISTORY     - 19980825 GOOD             NGS
 PQ0536
 PQ0536                          STATION DESCRIPTION
 PQ0536
 PQ0536'DESCRIBED BY MN DEPT OF TRANSP 1974 (OCO)
 PQ0536'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED 3706 H 1974, IS
 PQ0536'CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD THAT PROJECTS 2 INCHES
 PQ0536'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 162.2 FEET SOUTH
 PQ0536'OF THE CENTERLINE OF TRUNK HIGHWAY 212, 53 FEET EAST OF THE
 PQ0536'CENTERLINE OF COUNTY ROAD 35, 14.8 FEET EAST-SOUTHEAST OF THE
 PQ0536'SOUTH END OF A 23 INCH CONCRETE CULVERT UNDER A FIELD ENTRANCE
 PQ0536'EAST, 9.0 FEET SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER, 1.4
 PQ0536'FEET NORTH OF A POWER POLE, AND 0.6 FEET EAST OF A STEEL WITNESS
 PQ0536'POST.
 PQ0536'
 PQ0536'TO REACH THE AZIMUTH MARK FROM THE FARM ENTRANCE AND TRUNK
 PQ0536'HIGHWAY 212 GO WEST ON TRUNK HIGHWAY 212 FOR 1.2
 PQ0536'MILES TO COUNTY ROAD 35, TURN LEFT AND GO SOUTH ABOUT 200 FEET
 PQ0536'TO THE MARK.
 PQ0536
 PQ0536                          STATION RECOVERY (1975)
 PQ0536
 PQ0536'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 PQ0536'6.5 MI W FROM MONTEVIDEO.
 PQ0536'THE MARK IS LOCATED 6.6 MILES WEST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0536'T.H. 212 AND T.H. 59 IN MONTEVIDEO, AND 3 MILES WEST OF THE WEST
 PQ0536'JUNCTION OF T.H. 212 AND T.H. 59.  IT IS 162.2 FEET SOUTH OF THE T.H.
 PQ0536'212 CENTERLINE AT MILEPOINT 29.1, 53 FEET EAST OF THE CENTERLINE OF
 PQ0536'COUNTY ROAD 59, 14.8 FEET EAST-SOUTHEAST OF THE SOUTH END OF A 23 INCH
 PQ0536'CONCRETE CULVERT UNDER A FIELD ENTRANCE EAST, 9.0 FEET SOUTH-SOUTHEAST
 PQ0536'OF A RIGHT OF WAY MARKER AND 1.4 FEET NORTH OF A POWER POLE. IT IS 0.6
 PQ0536'FEET EAST OF A STEEL WITNESS POST, CRIMPED TO 24 FEET OF COPPER CLAD
 PQ0536'STEEL ROD PROJECTING 2 INCHES ABOVE GROUND. NW 1/4 SECTION 19, T 117N,
 PQ0536'R 41W.
 PQ0536
 PQ0536                          STATION RECOVERY (1998)
 PQ0536
 PQ0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0536'10.7 KM (6.65 MI) WESTERLY ALONG U.S. HIGHWAY 212 FROM THE JUNCTION OF
 PQ0536'U.S. HIGHWAY 59 IN MONTEVIDEO, 48.7 M (159.8 FT) SOUTH OF THE HIGHWAY
 PQ0536'CENTERLINE, 16.3 M (53.5 FT) EAST OF AND LEVEL WITH THE CENTER OF
 PQ0536'COUNTY ROAD 35, 0.4 M (1.3 FT) NORTH OF A UTILITY POLE, AND 0.2 M (0.7
 PQ0536'FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH
 PQ0536'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 PQ0536'ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0534 ***********************************************************************
 PQ0534  DESIGNATION -  3706 J
 PQ0534  PID         -  PQ0534
 PQ0534  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0534  COUNTRY     -  US
 PQ0534  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0534
 PQ0534                         *CURRENT SURVEY CONTROL
 PQ0534  ______________________________________________________________________
 PQ0534* NAD 83(2007) POSITION- 44 56 01.33275(N) 095 54 02.68755(W)   ADJUSTED  
 PQ0534* NAD 83(2007) ELLIP HT-   288.325 (meters)        (08/24/10)   ADJUSTED
 PQ0534* NAD 83(2007) EPOCH   -  2002.00
 PQ0534* NAVD 88 ORTHO HEIGHT -   314.544  (meters)    1031.97  (feet) ADJUSTED  
 PQ0534  ______________________________________________________________________
 PQ0534  NAD 83(2007) X  -   -464,989.435 (meters)                     COMP
 PQ0534  NAD 83(2007) Y  - -4,499,036.431 (meters)                     COMP
 PQ0534  NAD 83(2007) Z  -  4,482,339.356 (meters)                     COMP
 PQ0534  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC09
 PQ0534  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 PQ0534  DYNAMIC HEIGHT  -        314.519 (meters)     1031.88  (feet) COMP
 PQ0534  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 PQ0534
 PQ0534  HORZ ORDER      -  FIRST
 PQ0534  VERT ORDER      -  SECOND    CLASS 0
 PQ0534  ELLP ORDER      -  THIRD     CLASS I
 PQ0534
 PQ0534.The horizontal coordinates were established by GPS observations
 PQ0534.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ0534
 PQ0534.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0534.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0534
 PQ0534.The horizontal coordinates are valid at the epoch date displayed above
 PQ0534.which is a decimal equivalence of Year/Month/Day.
 PQ0534
 PQ0534.The orthometric height was determined by differential leveling and
 PQ0534.adjusted in June 1991.
 PQ0534
 PQ0534.Photographs are available for this station.
 PQ0534
 PQ0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0534
 PQ0534.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0534
 PQ0534.The ellipsoidal height was determined by GPS observations
 PQ0534.and is referenced to NAD 83.
 PQ0534
 PQ0534.The dynamic height is computed by dividing the NAVD 88
 PQ0534.geopotential number by the normal gravity value computed on the
 PQ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0534.degrees latitude (g = 980.6199 gals.).
 PQ0534
 PQ0534.The modeled gravity was interpolated from observed gravity values.
 PQ0534
 PQ0534. The following values were computed from the NAD 83(2007) position.
 PQ0534
 PQ0534;                    North         East     Units Scale Factor Converg.
 PQ0534;SPC MN S     -   316,603.771   649,980.376   MT  0.99995046   -1 19 56.2
 PQ0534;SPC MN S     - 1,038,724.21  2,132,477.28   sFT  0.99995046   -1 19 56.2
 PQ0534;UTM  15      - 4,979,679.740   271,112.952   MT  1.00024425   -2 02 58.7
 PQ0534
 PQ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0534!SPC MN S     -   0.99995480  x   0.99995046  =   0.99990526
 PQ0534!UTM  15      -   0.99995480  x   1.00024425  =   1.00019904
 PQ0534
 PQ0534                          SUPERSEDED SURVEY CONTROL
 PQ0534
 PQ0534  NAD 83(1996)-  44 56 01.33231(N)    095 54 02.68715(W) AD(       ) 1
 PQ0534  ELLIP H (06/12/06)  288.344  (m)                       GP(       ) 3 2
 PQ0534  NAD 83(1996)-  44 56 01.33021(N)    095 54 02.68796(W) AD(       ) 2
 PQ0534  NAD 83(1996)-  44 56 01.33028(N)    095 54 02.68756(W) AD(       ) 2
 PQ0534  NAD 83(1986)-  44 56 01.33260(N)    095 54 02.67463(W) AD(       ) 2
 PQ0534  NAD 27      -  44 56 01.48074(N)    095 54 01.57184(W) AD(       ) 2
 PQ0534  NAVD 88 (06/12/06)  314.54   (m)         1032.0    (f) LEVELING    3  
 PQ0534  NGVD 29 (??/??/92)  314.372  (m)         1031.40   (f) ADJ UNCH    2 0
 PQ0534
 PQ0534.Superseded values are not recommended for survey control.
 PQ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0534.See file dsdata.txt to determine how the superseded data were derived.
 PQ0534
 PQ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7111279679(NAD 83)
 PQ0534
 PQ0534_MARKER: DV = VERTICAL CONTROL DISK
 PQ0534_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0534_SP_SET: ROD
 PQ0534_STAMPING: 3706 J 1974
 PQ0534_MARK LOGO: MNHD  
 PQ0534_PROJECTION: FLUSH
 PQ0534_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0534+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2010
 PQ0534_ROD/PIPE-DEPTH:  7.3 meters
 PQ0534
 PQ0534  HISTORY     - Date     Condition        Report By
 PQ0534  HISTORY     - 19740401 MONUMENTED       MNHD
 PQ0534  HISTORY     - 1975     GOOD             MNDT
 PQ0534  HISTORY     - 19980828 GOOD             NGS
 PQ0534  HISTORY     - 20050926 GOOD             MNDT
 PQ0534  HISTORY     - 20090526 GOOD             MNDT
 PQ0534  HISTORY     - 20101105 GOOD             INDIV
 PQ0534
 PQ0534                          STATION DESCRIPTION
 PQ0534
 PQ0534'DESCRIBED BY MN HIGHWAY DEPT 1974 (OCO)
 PQ0534'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED 3706 J 1974, IS
 PQ0534'CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD THAT IS SET FLUSH WITH
 PQ0534'THE SURFACE OF THE GROUND.  THE MARK IS 32 FEET WEST OF AND 1 FOOT
 PQ0534'LOWER THAN THE CENTERLINE OF A TOWNSHIP ROAD, 3.7 FEET
 PQ0534'SOUTH-SOUTHEAST OF A TELEPHONE POLE, AND 0.5 FEET NORTH OF A
 PQ0534'STEEL WITNESS POST.
 PQ0534
 PQ0534                          STATION RECOVERY (1975)
 PQ0534
 PQ0534'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 PQ0534'7.6 MI E FROM DAWSON.
 PQ0534'THE MARK IS LOCATED 7.7 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0534'T.H. 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON AND 1 MILE EAST
 PQ0534'OF T.H. 275.  IT IS 0.1 MILE SOUTH OF T.H. 212 AT MILEPOINT 27.05, 32
 PQ0534'FEET WEST OF, AND 1 FOOT LOWER THAN THE CENTER OF A TOWNSHIP ROAD, AND
 PQ0534'3.7 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE.  IT IS 0.5 FEET NORTH OF
 PQ0534'A STEEL WITNESS POST, CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD SET
 PQ0534'FLUSH WITH THE GROUND.  NE 1/4 SECTION 14, T 117N, R 42W.
 PQ0534
 PQ0534                          STATION RECOVERY (1998)
 PQ0534
 PQ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0534'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PQ0534'DAWSON, THENCE 12.1 KM (7.50 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 PQ0534'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG COUNTY ROAD 31, 10.0 M (32.8
 PQ0534'FT) WEST OF THE ROAD CENTER, 1.1 M (3.6 FT) SOUTH OF A UTILITY POLE,
 PQ0534'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.1 M (0.3 FT) NORTH
 PQ0534'OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND
 PQ0534'IS FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS ON COUNTY ROAD
 PQ0534'RIGHT-OF-WAY.
 PQ0534
 PQ0534                          STATION RECOVERY (2005)
 PQ0534
 PQ0534'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0534'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0534'THE MARK IS 7.5 MILES (12.1 KM) EAST ON TRUNK HIGHWAY 212 FROM
 PQ0534'JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 23 AT DAWSON AT TRUNK
 PQ0534'HIGHWAY 212 MILEPOINT 27.05, THENCE 0.10 MILE (0.16 KM) SOUTH ON 371ST
 PQ0534'AVENUE, 32 FEET (9.8 M) WEST OF TOWNSHIP ROAD, 3.7 FEET (1.1 M)
 PQ0534'SOUTH-SOUTHEAST OF TELEPHONE POLE, 0.5 FOOT (15.2 CM) NORTH OF WITNESS
 PQ0534'POST.
 PQ0534
 PQ0534                          STATION RECOVERY (2009)
 PQ0534
 PQ0534'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 PQ0534'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0534'THE MARK IS 7.5 MILES EAST OF DAWSON, 7.5 MILES EAST ON TRUNK HIGHWAY
 PQ0534'212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 23 TO TRUNK
 PQ0534'HIGHWAY 212 MILEPOINT 27.05, THEN 0.1 MILE SOUTH ON 371ST AVENUE, 32
 PQ0534'FEET WEST OF 371ST AVENUE, 3.7 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE,
 PQ0534'0.5 FOOT NORTH OF WITNESS POST.
 PQ0534
 PQ0534                          STATION RECOVERY (2010)
 PQ0534
 PQ0534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 PQ0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0533 ***********************************************************************
 PQ0533  DESIGNATION -  3706 K
 PQ0533  PID         -  PQ0533
 PQ0533  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0533  COUNTRY     -  US
 PQ0533  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0533
 PQ0533                         *CURRENT SURVEY CONTROL
 PQ0533  ______________________________________________________________________
 PQ0533* NAD 83(2007) POSITION- 44 56 11.50344(N) 095 55 13.85128(W)   ADJUSTED  
 PQ0533* NAD 83(2007) ELLIP HT-   293.279 (meters)        (08/24/10)   ADJUSTED
 PQ0533* NAD 83(2007) EPOCH   -  2002.00
 PQ0533* NAVD 88 ORTHO HEIGHT -   319.474  (meters)    1048.14  (feet) ADJUSTED  
 PQ0533  ______________________________________________________________________
 PQ0533  NAD 83(2007) X  -   -466,519.113 (meters)                     COMP
 PQ0533  NAD 83(2007) Y  - -4,498,658.642 (meters)                     COMP
 PQ0533  NAD 83(2007) Z  -  4,482,565.123 (meters)                     COMP
 PQ0533  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC09
 PQ0533  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 PQ0533  DYNAMIC HEIGHT  -        319.447 (meters)     1048.05  (feet) COMP
 PQ0533  MODELED GRAVITY -    980,526.3   (mgal)                       NAVD 88
 PQ0533
 PQ0533  HORZ ORDER      -  FIRST
 PQ0533  VERT ORDER      -  SECOND    CLASS 0
 PQ0533  ELLP ORDER      -  THIRD     CLASS I
 PQ0533
 PQ0533.The horizontal coordinates were established by GPS observations
 PQ0533.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ0533
 PQ0533.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0533.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0533
 PQ0533.The horizontal coordinates are valid at the epoch date displayed above
 PQ0533.which is a decimal equivalence of Year/Month/Day.
 PQ0533
 PQ0533.The orthometric height was determined by differential leveling and
 PQ0533.adjusted in June 1991.
 PQ0533
 PQ0533.Photographs are available for this station.
 PQ0533
 PQ0533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0533
 PQ0533.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0533
 PQ0533.The ellipsoidal height was determined by GPS observations
 PQ0533.and is referenced to NAD 83.
 PQ0533
 PQ0533.The dynamic height is computed by dividing the NAVD 88
 PQ0533.geopotential number by the normal gravity value computed on the
 PQ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0533.degrees latitude (g = 980.6199 gals.).
 PQ0533
 PQ0533.The modeled gravity was interpolated from observed gravity values.
 PQ0533
 PQ0533. The following values were computed from the NAD 83(2007) position.
 PQ0533
 PQ0533;                    North         East     Units Scale Factor Converg.
 PQ0533;SPC MN S     -   316,954.101   648,427.837   MT  0.99995084   -1 20 46.1
 PQ0533;SPC MN S     - 1,039,873.58  2,127,383.66   sFT  0.99995084   -1 20 46.1
 PQ0533;UTM  15      - 4,980,049.594   269,564.462   MT  1.00025300   -2 03 49.4
 PQ0533;UTM  14      - 4,980,513.909   742,978.806   MT  1.00032603   +2 10 34.2
 PQ0533
 PQ0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0533!SPC MN S     -   0.99995402  x   0.99995084  =   0.99990486
 PQ0533!UTM  15      -   0.99995402  x   1.00025300  =   1.00020701
 PQ0533!UTM  14      -   0.99995402  x   1.00032603  =   1.00028003
 PQ0533
 PQ0533                          SUPERSEDED SURVEY CONTROL
 PQ0533
 PQ0533  NAD 83(1996)-  44 56 11.50297(N)    095 55 13.85088(W) AD(       ) 1
 PQ0533  ELLIP H (06/12/06)  293.296  (m)                       GP(       ) 3 2
 PQ0533  NAVD 88 (06/12/06)  319.47   (m)         1048.1    (f) LEVELING    3  
 PQ0533  NGVD 29 (??/??/92)  319.301  (m)         1047.57   (f) ADJ UNCH    2 0
 PQ0533
 PQ0533.Superseded values are not recommended for survey control.
 PQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0533.See file dsdata.txt to determine how the superseded data were derived.
 PQ0533
 PQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6956480049(NAD 83)
 PQ0533
 PQ0533_MARKER: DV = VERTICAL CONTROL DISK
 PQ0533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0533_SP_SET: ROD
 PQ0533_STAMPING: 3706 K 1974
 PQ0533_MARK LOGO: MNHD  
 PQ0533_PROJECTION: FLUSH
 PQ0533_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0533+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 PQ0533_ROD/PIPE-DEPTH:  7.3 meters
 PQ0533
 PQ0533  HISTORY     - Date     Condition        Report By
 PQ0533  HISTORY     - 1974     MONUMENTED       MNHD
 PQ0533  HISTORY     - 1975     GOOD             MNDT
 PQ0533  HISTORY     - 19980828 GOOD             NGS
 PQ0533  HISTORY     - 20050926 GOOD             MNDT
 PQ0533
 PQ0533                          STATION DESCRIPTION
 PQ0533
 PQ0533'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0533'6.6 MI W FROM DAWSON.
 PQ0533'THE MARK IS LOCATED 6.7 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0533'T.H. 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON.  IT IS 0.1 MILE
 PQ0533'NORTH OF THE JUNCTION OF T.H. 212 AND T.H. 275, 52 FEET EAST OF, AND 1
 PQ0533'FOOT LOWER THAN THE CENTER OF COUNTY ROAD 31, 49.5 FEET WEST OF A 30
 PQ0533'INCH COTTONWOOD TREE, 43.8 FEET NORTH OF THE NORTHWEST CORNER OF A
 PQ0533'1-STORY FRAM BUILDING (BAXTER TOWN HALL), 1.5 FEET SOUTH OF THE SOUTH
 PQ0533'END (POST) OF A NORTH SOUTH FENCELINE.  IT IS 0.7 FEET SOUTH OF A
 PQ0533'STEEL WITNESS POST, CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD SET
 PQ0533'FLUSH WITH THE GROUND.  SW 1/4 SECTION 15, T 117N, R 42W.
 PQ0533
 PQ0533                          STATION RECOVERY (1998)
 PQ0533
 PQ0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0533'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PQ0533'DAWSON, THENCE 10.6 KM (6.60 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 PQ0533'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG COUNTY ROAD 31, 15.6 M (51.2
 PQ0533'FT) EAST OF THE ROAD CENTER, 13.1 M (43.0 FT) NORTH OF THE NORTHWEST
 PQ0533'CORNER OF THE BAXTER TOWN HALL, 0.7 M (2.3 FT) SOUTH OF UNDERGROUND
 PQ0533'CABLE JUNCTION BOX NUMBER 1501 A, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 PQ0533'THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--THE DISK
 PQ0533'IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.
 PQ0533'THE MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
 PQ0533
 PQ0533                          STATION RECOVERY (2005)
 PQ0533
 PQ0533'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0533'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0533'THE MARK IS 6.6 MILES (10.6 KM) WEST OF DAWSON, 6.7 MILES (10.8 KM)
 PQ0533'EAST OF JUNCTION OF TRUNK HIGHWAY 212 AND COUNTY ROAD 23 (SIXTH
 PQ0533'STREET) AT TRUNK HIGHWAY MILEPOINT 26.05, 0.1 MILE (0.2 KM) NORTH OF
 PQ0533'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 275 ON COUNTY ROAD 31
 PQ0533'(361ST AVENUE) , 52 FEET (15.8 M) EAST OF COUNTY ROAD 31, 49.5 FEET
 PQ0533'(15.1 M) WEST OF 30 INCH COTTONWOOD TREE, 43.8 FEET (13.4 M) NORTH OF
 PQ0533'NORTHWEST CORNER OF BAXTER TOWNHALL BUILDING, 0.7 FEET (21.3 CM)
 PQ0533'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0532 ***********************************************************************
 PQ0532  DESIGNATION -  3706 L
 PQ0532  PID         -  PQ0532
 PQ0532  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0532  COUNTRY     -  US
 PQ0532  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0532
 PQ0532                         *CURRENT SURVEY CONTROL
 PQ0532  ______________________________________________________________________
 PQ0532* NAD 83(1996) POSITION- 44 56 00.90646(N) 095 56 27.75350(W)   ADJUSTED  
 PQ0532* NAVD 88 ORTHO HEIGHT -   316.028  (meters)    1036.84  (feet) ADJUSTED  
 PQ0532  ______________________________________________________________________
 PQ0532  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC09
 PQ0532  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 PQ0532  DYNAMIC HEIGHT  -        316.002 (meters)     1036.75  (feet) COMP
 PQ0532  MODELED GRAVITY -    980,524.9   (mgal)                       NAVD 88
 PQ0532
 PQ0532  HORZ ORDER      -  SECOND
 PQ0532  VERT ORDER      -  FIRST     CLASS II
 PQ0532
 PQ0532.The horizontal coordinates were established by classical geodetic methods
 PQ0532.and adjusted by the National Geodetic Survey in March 1999.
 PQ0532.
 PQ0532.The orthometric height was determined by differential leveling and
 PQ0532.adjusted in February 2000.
 PQ0532
 PQ0532.Photographs are available for this station.
 PQ0532
 PQ0532.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0532
 PQ0532.The dynamic height is computed by dividing the NAVD 88
 PQ0532.geopotential number by the normal gravity value computed on the
 PQ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0532.degrees latitude (g = 980.6199 gals.).
 PQ0532
 PQ0532.The modeled gravity was interpolated from observed gravity values.
 PQ0532
 PQ0532. The following values were computed from the NAD 83(1996) position.
 PQ0532
 PQ0532;                    North         East     Units Scale Factor Converg.
 PQ0532;SPC MN S     -   316,665.354   646,800.217   MT  0.99995045   -1 21 37.9
 PQ0532;SPC MN S     - 1,038,926.25  2,122,043.71   sFT  0.99995045   -1 21 37.9
 PQ0532;UTM  15      - 4,979,781.172   267,932.852   MT  1.00026228   -2 04 41.3
 PQ0532;UTM  14      - 4,980,125.570   741,371.404   MT  1.00031645   +2 09 41.5
 PQ0532
 PQ0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0532!SPC MN S     -   0.99995456  x   0.99995045  =   0.99990501
 PQ0532!UTM  15      -   0.99995456  x   1.00026228  =   1.00021683
 PQ0532!UTM  14      -   0.99995456  x   1.00031645  =   1.00027099
 PQ0532
 PQ0532                          SUPERSEDED SURVEY CONTROL
 PQ0532
 PQ0532  NAD 83(1996)-  44 56 00.90656(N)    095 56 27.75325(W) AD(       ) 2
 PQ0532  NAD 83(1986)-  44 56 00.90871(N)    095 56 27.74019(W) AD(       ) 2
 PQ0532  NAD 27      -  44 56 01.05522(N)    095 56 26.63440(W) AD(       ) 2
 PQ0532  NAVD 88 (06/15/91)  316.032  (m)         1036.85   (f) SUPERSEDED  2 0
 PQ0532  NGVD 29 (??/??/92)  315.859  (m)         1036.28   (f) ADJ UNCH    2 0
 PQ0532
 PQ0532.Superseded values are not recommended for survey control.
 PQ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0532.See file dsdata.txt to determine how the superseded data were derived.
 PQ0532
 PQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6793279781(NAD 83)
 PQ0532
 PQ0532_MARKER: DV = VERTICAL CONTROL DISK
 PQ0532_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0532_SP_SET: ROD
 PQ0532_STAMPING: 3706 L 1974
 PQ0532_MARK LOGO: MNHD  
 PQ0532_PROJECTION: FLUSH
 PQ0532_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0532+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1998
 PQ0532
 PQ0532  HISTORY     - Date     Condition        Report By
 PQ0532  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0532  HISTORY     - 1975     GOOD             MNDT
 PQ0532  HISTORY     - 19980828 GOOD             NGS
 PQ0532
 PQ0532                          STATION DESCRIPTION
 PQ0532
 PQ0532'DESCRIBED BY MN DEPT OF TRANSP 1974 (OCO)
 PQ0532'A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED 3706 L 1974,
 PQ0532'IS CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD THAT IS SET FLUSH
 PQ0532'WITH THE SURFACE OF THE GROUND.  THE MARK IS 32 FEET EAST OF AND
 PQ0532'2 FEET LOWER THAN THE CENTER OF A TOWNSHIP ROAD, 1.6 FEET
 PQ0532'SOUTHWEST OF A TELEPHONE POLE, AND 0.7 FEET NORTH OF A STEEL
 PQ0532'WITNESS POST.
 PQ0532'
 PQ0532'TO REACH THE MARK FROM THE FARM ENTRANCE AND TRUNK HIGHWAY 212
 PQ0532'GO EAST ON TRUNK HIGHWAY 212 FOR 0.3 MILE TO A NORTH-SOUTH CROSS
 PQ0532'ROAD, TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.1 MILE TO
 PQ0532'THE MARK ON THE LEFT.
 PQ0532
 PQ0532                          STATION RECOVERY (1975)
 PQ0532
 PQ0532'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 PQ0532'5.6 MI E FROM DAWSON.
 PQ0532'THE MARK IS LOCATED 5.7 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0532'T.H. 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON AND 1 MILE WEST
 PQ0532'OF T.H. 275.  IT IS 0.1 MILES SOUTH OF T.H. 212 AT MILEPOINT 25.1, 32
 PQ0532'FEET EAST OF, AND 2 FEET LOWER THAN THE CENTER OF A TOWNSHIP ROAD AND
 PQ0532'1.6 FEET SOUTHWEST OF A TELEPHONE POLE.  IT IS 0.7 FEET NORTH OF A
 PQ0532'STEEL WITNESS POST, CRIMPED TO 24 FEET OF COPPER CLAD STEEL ROD SET
 PQ0532'FLUSH WITH THE GROUND.  NW 1/4 SECTION 21, T 117N, R 42W.
 PQ0532
 PQ0532                          STATION RECOVERY (1998)
 PQ0532
 PQ0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0532'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PQ0532'DAWSON, THENCE 9.0 KM (5.60 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 PQ0532'THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG A GRAVELED ROAD, 9.1 M (29.9
 PQ0532'FT) EAST OF THE ROAD CENTER, 0.5 M (1.6 FT) SOUTHWEST OF A UTILITY
 PQ0532'POLE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 PQ0532'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC
 PQ0532'PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS ON COUNTY
 PQ0532'ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0531 ***********************************************************************
 PQ0531  DESIGNATION -  3706 M
 PQ0531  PID         -  PQ0531
 PQ0531  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0531  COUNTRY     -  US
 PQ0531  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0531
 PQ0531                         *CURRENT SURVEY CONTROL
 PQ0531  ______________________________________________________________________
 PQ0531* NAD 83(1986) POSITION- 44 56 16.7    (N) 095 57 41.9    (W)   HD_HELD2  
 PQ0531* NAVD 88 ORTHO HEIGHT -   316.959  (meters)    1039.89  (feet) ADJUSTED  
 PQ0531  ______________________________________________________________________
 PQ0531  GEOID HEIGHT    -        -26.18  (meters)                     GEOID09
 PQ0531  DYNAMIC HEIGHT  -        316.933 (meters)     1039.80  (feet) COMP
 PQ0531  MODELED GRAVITY -    980,524.6   (mgal)                       NAVD 88
 PQ0531
 PQ0531  VERT ORDER      -  FIRST     CLASS II
 PQ0531
 PQ0531.The horizontal coordinates were established by autonomous hand held GPS
 PQ0531.observations and have an estimated accuracy of +/- 10 meters.
 PQ0531.
 PQ0531.The orthometric height was determined by differential leveling and
 PQ0531.adjusted in February 2000.
 PQ0531
 PQ0531.Photographs are available for this station.
 PQ0531
 PQ0531.The dynamic height is computed by dividing the NAVD 88
 PQ0531.geopotential number by the normal gravity value computed on the
 PQ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0531.degrees latitude (g = 980.6199 gals.).
 PQ0531
 PQ0531.The modeled gravity was interpolated from observed gravity values.
 PQ0531
 PQ0531;                    North         East    Units  Estimated Accuracy
 PQ0531;SPC MN S     -   317,192.      645,187.      MT  (+/- 10 meters HH2 GPS)
 PQ0531
 PQ0531                          SUPERSEDED SURVEY CONTROL
 PQ0531
 PQ0531  NAVD 88 (06/15/91)  316.967  (m)         1039.92   (f) SUPERSEDED  2 0
 PQ0531  NGVD 29 (??/??/92)  316.793  (m)         1039.35   (f) ADJ UNCH    2 0
 PQ0531
 PQ0531.Superseded values are not recommended for survey control.
 PQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0531.See file dsdata.txt to determine how the superseded data were derived.
 PQ0531
 PQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6632580327(NAD 83)
 PQ0531
 PQ0531_MARKER: DV = VERTICAL CONTROL DISK
 PQ0531_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ0531_SP_SET: ROD
 PQ0531_STAMPING: 3706 M 1974
 PQ0531_MARK LOGO: MNHD  
 PQ0531_PROJECTION: FLUSH
 PQ0531_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ0531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0531+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1998
 PQ0531
 PQ0531  HISTORY     - Date     Condition        Report By
 PQ0531  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0531  HISTORY     - 1975     GOOD             MNDT
 PQ0531  HISTORY     - 19980828 GOOD             NGS
 PQ0531
 PQ0531                          STATION DESCRIPTION
 PQ0531
 PQ0531'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0531'4.6 MI E FROM DAWSON.
 PQ0531'THE MARK IS LOCATED 4.6 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0531'T.H. 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON, 1 MILE EAST OF
 PQ0531'COUNTY ROAD 27, THENCE ABOUT 0.2 MILE NORTH ALONG A TOWNSHIP ROAD AT
 PQ0531'T.H. 212 MILEPOINT 24.1.  IT IS 45 FEET WEST OF THE CENTER OF THE
 PQ0531'TOWNSHIP ROAD, 20 FEET SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY
 PQ0531'EAST, 83.0 FEET WEST-SOUTHWEST OF AN UNDERGROUND CABLE MARKER, AND 2.0
 PQ0531'FEET SOUTH OF A POWER POLE WITH A GUY WIRE AND TRANSFORMER.  IT IS
 PQ0531'ABOUT 3 FEET LOWER THAN THE TOWNSHIP ROAD, 0.8 FEET SOUTH OF A STEEL
 PQ0531'WITNESS POST, AND FASTENED TO 24 FEET OF COPPER CLAD STEEL ROD SET
 PQ0531'FLUSH WITH THE GROUND.  SE 1/4 SECTION 18, T 117N, R 42W.
 PQ0531
 PQ0531                          STATION RECOVERY (1998)
 PQ0531
 PQ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0531'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PQ0531'DAWSON, THENCE 7.4 KM (4.60 MI) EASTERLY ALONG U.S. HIGHWAY 212,
 PQ0531'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A GRAVELED ROAD, 13.5 M (44.3
 PQ0531'FT) WEST OF THE ROAD CENTER, 5.7 M (18.7 FT) SOUTH OF THE EXTENDED
 PQ0531'CENTER OF A DRIVEWAY, 0.5 M (1.6 FT) SOUTH OF A UTILITY POLE WITH A
 PQ0531'GUY CABLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0
 PQ0531'FT) SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH
 PQ0531'PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS ON
 PQ0531'COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0528 ***********************************************************************
 PQ0528  DESIGNATION -  3706 N
 PQ0528  PID         -  PQ0528
 PQ0528  STATE/COUNTY-  MN/LAC QUI PARLE
 PQ0528  COUNTRY     -  US
 PQ0528  USGS QUAD   -  TENMILE LAKE (1965)
 PQ0528
 PQ0528                         *CURRENT SURVEY CONTROL
 PQ0528  ______________________________________________________________________
 PQ0528* NAD 83(1986) POSITION- 44 56 06.     (N) 095 58 43.     (W)   SCALED    
 PQ0528* NAVD 88 ORTHO HEIGHT -   317.404  (meters)    1041.35  (feet) ADJUSTED  
 PQ0528  ______________________________________________________________________
 PQ0528  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 PQ0528  DYNAMIC HEIGHT  -        317.377 (meters)     1041.26  (feet) COMP
 PQ0528  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 PQ0528
 PQ0528  VERT ORDER      -  SECOND    CLASS 0
 PQ0528
 PQ0528.The horizontal coordinates were scaled from a topographic map and have
 PQ0528.an estimated accuracy of +/- 6 seconds.
 PQ0528.
 PQ0528.The orthometric height was determined by differential leveling and
 PQ0528.adjusted in June 1991.
 PQ0528
 PQ0528.The dynamic height is computed by dividing the NAVD 88
 PQ0528.geopotential number by the normal gravity value computed on the
 PQ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0528.degrees latitude (g = 980.6199 gals.).
 PQ0528
 PQ0528.The modeled gravity was interpolated from observed gravity values.
 PQ0528
 PQ0528;                    North         East    Units  Estimated Accuracy
 PQ0528;SPC MN S     -   316,890.      643,840.      MT  (+/- 180 meters Scaled)
 PQ0528
 PQ0528                          SUPERSEDED SURVEY CONTROL
 PQ0528
 PQ0528  NGVD 29 (??/??/92)  317.229  (m)         1040.78   (f) ADJ UNCH    2 0
 PQ0528
 PQ0528.Superseded values are not recommended for survey control.
 PQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0528.See file dsdata.txt to determine how the superseded data were derived.
 PQ0528
 PQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK649800(NAD 83)
 PQ0528
 PQ0528_MARKER: DD = SURVEY DISK
 PQ0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0528_SP_SET: CULVERT
 PQ0528_STAMPING: 3706 N 1974
 PQ0528_PROJECTION: FLUSH
 PQ0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0528
 PQ0528  HISTORY     - Date     Condition        Report By
 PQ0528  HISTORY     - 1974     MONUMENTED       MNDT
 PQ0528  HISTORY     - 1975     GOOD             MNDT
 PQ0528  HISTORY     - 19980826 MARK NOT FOUND   NGS
 PQ0528
 PQ0528                          STATION DESCRIPTION
 PQ0528
 PQ0528'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0528'3.7 MI E FROM DAWSON.
 PQ0528'THE MARK IS LOCATED 3.7 MILES EAST ALONG T.H. 212 FROM THE JUNCTION OF
 PQ0528'T.H. 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON, 0.15 MILES EAST
 PQ0528'OF COUNTY ROAD 27, AT T.H. 212 MILEPOINT 23.2.  IT IS 44.0 FEET SOUTH
 PQ0528'OF AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF T.H. 212.  IT IS SET
 PQ0528'IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 10 FOOT BY 16 FOOT
 PQ0528'CONCRETE BOX CULVERT UNDER T.H. 212 AT COUNTY DITCH NO. 34.  NW 1/4
 PQ0528'SECTION 19, T 117N, R 42W.
 PQ0528
 PQ0528                          STATION RECOVERY (1998)
 PQ0528
 PQ0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PQ0528'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0648 ***********************************************************************
 PR0648  DESIGNATION -  3706 P
 PR0648  PID         -  PR0648
 PR0648  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0648  COUNTRY     -  US
 PR0648  USGS QUAD   -  DAWSON (1967)
 PR0648
 PR0648                         *CURRENT SURVEY CONTROL
 PR0648  ______________________________________________________________________
 PR0648* NAD 83(1996) POSITION- 44 56 07.32620(N) 096 00 04.61855(W)   ADJUSTED  
 PR0648* NAVD 88 ORTHO HEIGHT -   319.580  (meters)    1048.49  (feet) ADJUSTED  
 PR0648  ______________________________________________________________________
 PR0648  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC09
 PR0648  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 PR0648  DYNAMIC HEIGHT  -        319.552 (meters)     1048.40  (feet) COMP
 PR0648  MODELED GRAVITY -    980,521.7   (mgal)                       NAVD 88
 PR0648
 PR0648  HORZ ORDER      -  SECOND
 PR0648  VERT ORDER      -  FIRST     CLASS II
 PR0648
 PR0648.The horizontal coordinates were established by classical geodetic methods
 PR0648.and adjusted by the National Geodetic Survey in March 1999.
 PR0648.
 PR0648.The orthometric height was determined by differential leveling and
 PR0648.adjusted in February 2000.
 PR0648
 PR0648.Photographs are available for this station.
 PR0648
 PR0648.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0648
 PR0648.The dynamic height is computed by dividing the NAVD 88
 PR0648.geopotential number by the normal gravity value computed on the
 PR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0648.degrees latitude (g = 980.6199 gals.).
 PR0648
 PR0648.The modeled gravity was interpolated from observed gravity values.
 PR0648
 PR0648. The following values were computed from the NAD 83(1996) position.
 PR0648
 PR0648;                    North         East     Units Scale Factor Converg.
 PR0648;SPC MN S     -   316,978.111   642,051.446   MT  0.99995068   -1 24 09.9
 PR0648;SPC MN S     - 1,039,952.35  2,106,463.79   sFT  0.99995068   -1 24 09.9
 PR0648;UTM  14      - 4,980,146.025   736,610.714   MT  1.00028847   +2 07 08.4
 PR0648;UTM  15      - 4,980,153.520   263,186.828   MT  1.00028965   -2 07 14.9
 PR0648
 PR0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0648!SPC MN S     -   0.99995400  x   0.99995068  =   0.99990468
 PR0648!UTM  14      -   0.99995400  x   1.00028847  =   1.00024245
 PR0648!UTM  15      -   0.99995400  x   1.00028965  =   1.00024363
 PR0648
 PR0648                          SUPERSEDED SURVEY CONTROL
 PR0648
 PR0648  NAD 83(1996)-  44 56 07.32635(N)    096 00 04.61829(W) AD(       ) 2
 PR0648  NAD 83(1986)-  44 56 07.32817(N)    096 00 04.60593(W) AD(       ) 2
 PR0648  NAD 27      -  44 56 07.47362(N)    096 00 03.49075(W) AD(       ) 2
 PR0648  NAVD 88 (06/15/91)  319.592  (m)         1048.53   (f) SUPERSEDED  2 0
 PR0648  NGVD 29 (07/19/86)  319.42   (m)         1048.0    (f) LEVELING    3  
 PR0648
 PR0648.Superseded values are not recommended for survey control.
 PR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0648.See file dsdata.txt to determine how the superseded data were derived.
 PR0648
 PR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3661080146(NAD 83)
 PR0648
 PR0648_MARKER: DV = VERTICAL CONTROL DISK
 PR0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PR0648_STAMPING: 3706 P 1974
 PR0648_MARK LOGO: MNHD  
 PR0648_PROJECTION: FLUSH
 PR0648_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0648+SATELLITE: SATELLITE OBSERVATIONS - August 28, 1998
 PR0648
 PR0648  HISTORY     - Date     Condition        Report By
 PR0648  HISTORY     - 1974     MONUMENTED       MNDT
 PR0648  HISTORY     - 19980828 GOOD             NGS
 PR0648
 PR0648                          STATION DESCRIPTION
 PR0648
 PR0648'DESCRIBED BY MN DEPT OF TRANSP 1974
 PR0648'TO REACH STATION LAC MNHD FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 PR0648'COUNTY ROAD 23 (6TH STREET) IN DAWSON, GO EAST ON TRUNK HIGHWAY 212
 PR0648'FOR 1.8 MILES TO A T-ROAD NORTH, TURN LEFT AND GO NORTH FOR 0.35
 PR0648'MILE TO THE MARK ON THE RIGHT.
 PR0648'
 PR0648'TO REACH THE STATION MARK FROM STATION LAC MNHD GO SOUTH ON THE
 PR0648'TOWNSHIP ROAD FOR 0.35 MILE TO TRUNK HIGHWAY 212, TURN LEFT AND
 PR0648'GO EAST FOR 0.8 MILE TO THE FARM ENTRANCE OF MARVIN NELSON ON THE
 PR0648'RIGHT, TURN RIGHT AND FOLLOW THE ENTRANCE FOR 0.05 MILE TO THE
 PR0648'MARK ON THE RIGHT.
 PR0648'
 PR0648'THE STATION MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 PR0648'STAMPED 3706 P 1974, IS FASTENED TO 24 FEET OF COPPER CLAD STEEL
 PR0648'ROD PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK
 PR0648'IS 285 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 212, 20 FEET
 PR0648'WEST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER OF A FARM DRIVE
 PR0648'SOUTH, 1.0 FOOT NORTH OF A POWER POLE, AND 0.7 FOOT NORTH OF A
 PR0648'STEEL WITNESS POST.
 PR0648
 PR0648                          STATION RECOVERY (1998)
 PR0648
 PR0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PR0648'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PR0648'DAWSON, THENCE 4.2 KM (2.60 MI) EASTERLY ALONG U.S. HIGHWAY 212, 86.4
 PR0648'M (283.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 6.4 M (21.0 FT) WEST OF
 PR0648'THE CENTER OF A DRIVEWAY LEADING TO THE MARVIN NELSON RESIDENCE, 0.3 M
 PR0648'(1.0 FT) NORTH OF A WITNESS POST AND A UTILITY POLE, AND 0.3 M (1.0
 PR0648'FT) BELOW THE LEVEL OF THE DRIVEWAY.  NOTE--THE DISK IS ENCASED IN A
 PR0648'6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE MONUMENT IS
 PR0648'ON PROPERTY OWNED BY MARVIN NELSON, RT 2, BOX 153, DAWSON, MN 56232,
 PR0648'TELEPHONE NUMBER (320) 769-2259.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0664 ***********************************************************************
 PR0664  DESIGNATION -  3706 Q
 PR0664  PID         -  PR0664
 PR0664  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0664  COUNTRY     -  US
 PR0664  USGS QUAD   -  CLARKFIELD NE (1965)
 PR0664
 PR0664                         *CURRENT SURVEY CONTROL
 PR0664  ______________________________________________________________________
 PR0664* NAD 83(1986) POSITION- 44 56 09.     (N) 096 01 31.     (W)   SCALED    
 PR0664* NAVD 88 ORTHO HEIGHT -   317.884  (meters)    1042.92  (feet) ADJUSTED  
 PR0664  ______________________________________________________________________
 PR0664  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 PR0664  DYNAMIC HEIGHT  -        317.856 (meters)     1042.83  (feet) COMP
 PR0664  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 PR0664
 PR0664  VERT ORDER      -  SECOND    CLASS 0
 PR0664
 PR0664.The horizontal coordinates were scaled from a topographic map and have
 PR0664.an estimated accuracy of +/- 6 seconds.
 PR0664.
 PR0664.The orthometric height was determined by differential leveling and
 PR0664.adjusted in June 1991.
 PR0664
 PR0664.The dynamic height is computed by dividing the NAVD 88
 PR0664.geopotential number by the normal gravity value computed on the
 PR0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0664.degrees latitude (g = 980.6199 gals.).
 PR0664
 PR0664.The modeled gravity was interpolated from observed gravity values.
 PR0664
 PR0664;                    North         East    Units  Estimated Accuracy
 PR0664;SPC MN S     -   317,080.      640,160.      MT  (+/- 180 meters Scaled)
 PR0664
 PR0664                          SUPERSEDED SURVEY CONTROL
 PR0664
 PR0664.No superseded survey control is available for this station.
 PR0664
 PR0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ347801(NAD 83)
 PR0664
 PR0664_MARKER: DB = BENCH MARK DISK
 PR0664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PR0664_SP_SET: BRIDGE ABUTMENT
 PR0664_STAMPING: 3706 Q 1974
 PR0664_MARK LOGO: MNHD  
 PR0664_PROJECTION: FLUSH
 PR0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0664
 PR0664  HISTORY     - Date     Condition        Report By
 PR0664  HISTORY     - 1974     MONUMENTED       MNDT
 PR0664  HISTORY     - 19750228 GOOD             MNDT
 PR0664
 PR0664                          STATION DESCRIPTION
 PR0664
 PR0664'DESCRIBED BY MN DEPT OF TRANSP 1975 (TRM)
 PR0664'THE MARK IS LOCATED 1.4 MILES EAST ALONG TRUNK HIGHWAY 212, FROM THE
 PR0664'JUNCTION OF TH 212 AND COUNTY ROAD 23 (SIXTH STREET) IN DAWSON, AT THE
 PR0664'TH 212 BRIDGE OVER THE LAC QUI PARLE RIVER.  THE MARK, A STANDARD MNHD
 PR0664'VERTICAL CONTROL MARK DISK, IS 17.5 FEET SOUTH OF AND ABOUT 1 FOOT
 PR0664'HIGHER THAN THE CENTERLINE OF TH 212.  IT IS SET IN A DRILL HOLE IN
 PR0664'THE SOUTHEAST ABUTMENT OF BRIDGE NUMBER 5059, TH 212 OVER THE LAD QUI
 PR0664'PARLE RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0665 ***********************************************************************
 PR0665  DESIGNATION -  3706 R
 PR0665  PID         -  PR0665
 PR0665  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0665  COUNTRY     -  US
 PR0665  USGS QUAD   -  DAWSON (1967)
 PR0665
 PR0665                         *CURRENT SURVEY CONTROL
 PR0665  ______________________________________________________________________
 PR0665* NAD 83(1996) POSITION- 44 56 06.94611(N) 096 02 45.75356(W)   ADJUSTED  
 PR0665* NAVD 88 ORTHO HEIGHT -   321.389  (meters)    1054.42  (feet) ADJUSTED  
 PR0665  ______________________________________________________________________
 PR0665  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC09
 PR0665  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 PR0665  DYNAMIC HEIGHT  -        321.361 (meters)     1054.33  (feet) COMP
 PR0665  MODELED GRAVITY -    980,519.4   (mgal)                       NAVD 88
 PR0665
 PR0665  HORZ ORDER      -  SECOND
 PR0665  VERT ORDER      -  FIRST     CLASS II
 PR0665
 PR0665.The horizontal coordinates were established by classical geodetic methods
 PR0665.and adjusted by the National Geodetic Survey in March 1999.
 PR0665.
 PR0665.The orthometric height was determined by differential leveling and
 PR0665.adjusted in February 2000.
 PR0665
 PR0665.Photographs are available for this station.
 PR0665
 PR0665.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0665
 PR0665.The dynamic height is computed by dividing the NAVD 88
 PR0665.geopotential number by the normal gravity value computed on the
 PR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0665.degrees latitude (g = 980.6199 gals.).
 PR0665
 PR0665.The modeled gravity was interpolated from observed gravity values.
 PR0665
 PR0665. The following values were computed from the NAD 83(1996) position.
 PR0665
 PR0665;                    North         East     Units Scale Factor Converg.
 PR0665;SPC MN S     -   317,053.837   638,519.282   MT  0.99995067   -1 26 02.9
 PR0665;SPC MN S     - 1,040,200.80  2,094,875.34   sFT  0.99995067   -1 26 02.9
 PR0665;UTM  14      - 4,980,004.598   733,079.412   MT  1.00026807   +2 05 14.4
 PR0665;UTM  15      - 4,980,273.556   259,654.657   MT  1.00031037   -2 09 08.9
 PR0665
 PR0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0665!SPC MN S     -   0.99995371  x   0.99995067  =   0.99990438
 PR0665!UTM  14      -   0.99995371  x   1.00026807  =   1.00022177
 PR0665!UTM  15      -   0.99995371  x   1.00031037  =   1.00026406
 PR0665
 PR0665                          SUPERSEDED SURVEY CONTROL
 PR0665
 PR0665  NAD 83(1996)-  44 56 06.94629(N)    096 02 45.75331(W) AD(       ) 2
 PR0665  NAD 83(1986)-  44 56 06.94783(N)    096 02 45.74132(W) AD(       ) 2
 PR0665  NAD 27      -  44 56 07.09175(N)    096 02 44.61874(W) AD(       ) 2
 PR0665  NAVD 88 (06/15/91)  321.396  (m)         1054.45   (f) SUPERSEDED  2 0
 PR0665  NGVD 29 (07/19/86)  321.22   (m)         1053.9    (f) LEVELING    3  
 PR0665
 PR0665.Superseded values are not recommended for survey control.
 PR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0665.See file dsdata.txt to determine how the superseded data were derived.
 PR0665
 PR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3307980004(NAD 83)
 PR0665
 PR0665_MARKER: DV = VERTICAL CONTROL DISK
 PR0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PR0665_SP_SET: CONCRETE FOOTING
 PR0665_STAMPING: 3706 R 1974
 PR0665_MARK LOGO: MNHD  
 PR0665_PROJECTION: FLUSH
 PR0665_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0665+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 PR0665
 PR0665  HISTORY     - Date     Condition        Report By
 PR0665  HISTORY     - 1974     MONUMENTED       MNHD
 PR0665  HISTORY     - 19980828 GOOD             NGS
 PR0665  HISTORY     - 20040301 GOOD             MNDT
 PR0665
 PR0665                          STATION DESCRIPTION
 PR0665
 PR0665'DESCRIBED BY MN HIGHWAY DEPT 1974
 PR0665'TO REACH STATION FROM THE JUNCTION OF TRUNK HIGHWAY 212
 PR0665'AND COUNTY ROAD 23 (6TH STREET) IN DAWSON, GO EAST ON TRUNK HIGHWAY
 PR0665'212 FOR 0.4 MILE TO THE MARK ON THE RIGHT (ABOUT 200 FEET
 PR0665'SOUTH OF THE ROAD).
 PR0665'
 PR0665'THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 PR0665'STAMPED 3706 R 1974, IS CEMENTED IN THE SOUTHEAST CORNER OF A
 PR0665'4 BY 4 BY 6.5 FOOT DEEP CONCRETE DRAINAGE MANHOLE THAT IS FLUSH
 PR0665'WITH THE SURFACE OF THE GROUND.  THE MARK IS AT A CITY PARK,
 PR0665'NEAR THE SWIMMING POOL, IT IS 23.0 FEET SOUTH OF A CHAIN LINK
 PR0665'FENCE AROUND THE SWIMMING POOL, 18.7 FEET SOUTHWEST OF A FIRE
 PR0665'HYDRANT, AND 7.2 FEET SOUTHWEST OF THE NOTHWEST CORNER OF A ONE
 PR0665'STORY CONCRETE BLOCK BUILDING.
 PR0665
 PR0665                          STATION RECOVERY (1998)
 PR0665
 PR0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (GAS)
 PR0665'0.6 KM (0.35 MI) NORTHERLY ALONG 6TH STREET FROM THE POST OFFICE IN
 PR0665'DAWSON, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 212, NEAR
 PR0665'THE SOUTHWEST CORNER OF THE CONCRETE HEADWALL FOR A MANHOLE, 60.5 M
 PR0665'(198.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.6 M (41.3 FT) EAST OF
 PR0665'THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE ENCLOSING THE CITY POOL,
 PR0665'3.7 M (12.1 FT) EAST OF A FIRE HYDRANT, 2.1 M (6.9 FT) SOUTHWEST OF
 PR0665'THE NORTHWEST CORNER OF THE POOL BUILDING, 1.4 M (4.6 FT) SOUTH OF THE
 PR0665'FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE
 PR0665'MONUMENT IS ON CITY PROPERTY.
 PR0665
 PR0665                          STATION RECOVERY (2004)
 PR0665
 PR0665'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DNR)
 PR0665'IN DAWSON, 0.4 MILE EAST ON TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK
 PR0665'HIGHWAY 212 AND COUNTY ROAD 23, IN MANHOLE IN CITY PARK, 23.0 FEET
 PR0665'SOUTH OF FENCE AROUND POOL, 18.7 FEET SOUTHWEST OF FIRE HYDRANT, 7.2
 PR0665'FEET SOUTHWEST OF NORTHWEST CORNER OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7111 ***********************************************************************
 DK7111  DESIGNATION -  3706 R 1
 DK7111  PID         -  DK7111
 DK7111  STATE/COUNTY-  MN/LAC QUI PARLE
 DK7111  COUNTRY     -  US
 DK7111  USGS QUAD   -  DAWSON (1967)
 DK7111
 DK7111                         *CURRENT SURVEY CONTROL
 DK7111  ______________________________________________________________________
 DK7111* NAD 83(1986) POSITION- 44 55 34.8    (N) 096 03 16.6    (W)   HD_HELD2  
 DK7111* NAVD 88 ORTHO HEIGHT -   319.506  (meters)    1048.25  (feet) ADJUSTED  
 DK7111  ______________________________________________________________________
 DK7111  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DK7111  DYNAMIC HEIGHT  -        319.477 (meters)     1048.15  (feet) COMP
 DK7111  MODELED GRAVITY -    980,517.8   (mgal)                       NAVD 88
 DK7111
 DK7111  VERT ORDER      -  SECOND    CLASS I
 DK7111
 DK7111.The horizontal coordinates were established by autonomous hand held GPS
 DK7111.observations and have an estimated accuracy of +/- 10 meters.
 DK7111.
 DK7111.The orthometric height was determined by differential leveling and
 DK7111.adjusted in November 2008.
 DK7111
 DK7111.The dynamic height is computed by dividing the NAVD 88
 DK7111.geopotential number by the normal gravity value computed on the
 DK7111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7111.degrees latitude (g = 980.6199 gals.).
 DK7111
 DK7111.The modeled gravity was interpolated from observed gravity values.
 DK7111
 DK7111;                    North         East    Units  Estimated Accuracy
 DK7111;SPC MN S     -   316,079.      637,818.      MT  (+/- 10 meters HH2 GPS)
 DK7111
 DK7111                          SUPERSEDED SURVEY CONTROL
 DK7111
 DK7111.No superseded survey control is available for this station.
 DK7111
 DK7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3243978988(NAD 83)
 DK7111
 DK7111_MARKER: DV = VERTICAL CONTROL DISK
 DK7111_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK7111_SP_SET: BRIDGE RAILING
 DK7111_STAMPING: 3706 R 1 2006
 DK7111_MARK LOGO: MNDT  
 DK7111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7111+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 DK7111
 DK7111  HISTORY     - Date     Condition        Report By
 DK7111  HISTORY     - 1998     MONUMENTED       MNDT
 DK7111  HISTORY     - 20060801 GOOD             MNDT
 DK7111
 DK7111                          STATION DESCRIPTION
 DK7111
 DK7111'DESCRIBED BY MN DEPT OF TRANSP 2006 (KMS)
 DK7111'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) SOUTH OF CERRO GORDO, 6.9
 DK7111'MI (11.1 KM) NORTH-NORTHEAST OF PROVIDENCE AND 0.5 MI (0.8 KM) SOUTH
 DK7111'OF DAWSON.
 DK7111' 
 DK7111'FROM THE JUNCTION OF COUNTY ROAD 23 AND TRUNK HIGHWAY 212 IN DAWSON,
 DK7111'THE MARK IS 0.65 MI (1.0 KM) SOUTH ALONG COUNTY ROAD 23.
 DK7111' 
 DK7111'THE MARK IS 27.0 FT (8.2 M) EAST OF COUNTY ROAD 23, 5.3 FT (1.6 M)
 DK7111'NORTH OF THE SOUTHEAST CORNER BRIDGE RAIL OF COUNTY ROAD 23 BRIDGE
 DK7111'NUMBER 37542 OVER THE WEST FORK OF THE LAC QUI PARLE RIVER.  THE MARK
 DK7111'WAS SET IN THE RAIL IN 1998 THEN STAMPED IN 2006 WHEN LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7112 ***********************************************************************
 DK7112  DESIGNATION -  3706 R 2
 DK7112  PID         -  DK7112
 DK7112  STATE/COUNTY-  MN/LAC QUI PARLE
 DK7112  COUNTRY     -  US
 DK7112  USGS QUAD   -  DAWSON (1967)
 DK7112
 DK7112                         *CURRENT SURVEY CONTROL
 DK7112  ______________________________________________________________________
 DK7112* NAD 83(1986) POSITION- 44 54 23.0    (N) 096 03 11.8    (W)   HD_HELD2  
 DK7112* NAVD 88 ORTHO HEIGHT -   326.665  (meters)    1071.73  (feet) ADJUSTED  
 DK7112  ______________________________________________________________________
 DK7112  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 DK7112  DYNAMIC HEIGHT  -        326.635 (meters)     1071.64  (feet) COMP
 DK7112  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 DK7112
 DK7112  VERT ORDER      -  SECOND    CLASS I
 DK7112
 DK7112.The horizontal coordinates were established by autonomous hand held GPS
 DK7112.observations and have an estimated accuracy of +/- 10 meters.
 DK7112.
 DK7112.The orthometric height was determined by differential leveling and
 DK7112.adjusted in November 2008.
 DK7112
 DK7112.No vertical observational check was made to the station.
 DK7112
 DK7112.The dynamic height is computed by dividing the NAVD 88
 DK7112.geopotential number by the normal gravity value computed on the
 DK7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7112.degrees latitude (g = 980.6199 gals.).
 DK7112
 DK7112.The modeled gravity was interpolated from observed gravity values.
 DK7112
 DK7112;                    North         East    Units  Estimated Accuracy
 DK7112;SPC MN S     -   313,861.      637,868.      MT  (+/- 10 meters HH2 GPS)
 DK7112
 DK7112                          SUPERSEDED SURVEY CONTROL
 DK7112
 DK7112.No superseded survey control is available for this station.
 DK7112
 DK7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3262576776(NAD 83)
 DK7112
 DK7112_MARKER: DD = SURVEY DISK
 DK7112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7112_STAMPING: 3706 R 2 2006
 DK7112_MARK LOGO: MNDT  
 DK7112_PROJECTION: RECESSED 5 CENTIMETERS
 DK7112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7112+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DK7112_ROD/PIPE-DEPTH:  4.6 meters
 DK7112
 DK7112  HISTORY     - Date     Condition        Report By
 DK7112  HISTORY     - 20060811 MONUMENTED       MNDT
 DK7112
 DK7112                          STATION DESCRIPTION
 DK7112
 DK7112'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7112'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF BOYD, 5.8
 DK7112'MI (9.3 KM) NORTH-NORTHEAST OF PROVIDENCE AND 1.75 MI (2.8 KM) SOUTH
 DK7112'OF DAWSON.
 DK7112' 
 DK7112'FROM THE JUNCTION OF COUNTY ROAD 23 AND TRUNK HIGHWAY 212 GO 2.05 MI
 DK7112'(3.3 KM) SOUTH ALONG COUNTY ROAD 23 TO THE MARK.
 DK7112' 
 DK7112'THE MARK IS 64.6 FT (19.7 M) WEST OF COUNTY ROAD 23 44.6 FT (13.6 M)
 DK7112'SOUTH OF COUNTY ROAD 8 12.5 FT (3.8 M) NORTHEAST OF A CABLE BOX, 7.7
 DK7112'FT (2.3 M) NORTHEAST OF A POWER POLE WITH 2 GUY WIRES AND 1.0 FT (0.3
 DK7112'M) EAST OF ITS WITNESS POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK7112'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK7112'WITH PEA GRAVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7113 ***********************************************************************
 DK7113  DESIGNATION -  3706 R 3
 DK7113  PID         -  DK7113
 DK7113  STATE/COUNTY-  MN/LAC QUI PARLE
 DK7113  COUNTRY     -  US
 DK7113  USGS QUAD   -  DAWSON (1967)
 DK7113
 DK7113                         *CURRENT SURVEY CONTROL
 DK7113  ______________________________________________________________________
 DK7113* NAD 83(1986) POSITION- 44 53 56.6    (N) 096 03 12.7    (W)   HD_HELD2  
 DK7113* NAVD 88 ORTHO HEIGHT -   329.313  (meters)    1080.42  (feet) ADJUSTED  
 DK7113  ______________________________________________________________________
 DK7113  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 DK7113  DYNAMIC HEIGHT  -        329.282 (meters)     1080.32  (feet) COMP
 DK7113  MODELED GRAVITY -    980,514.1   (mgal)                       NAVD 88
 DK7113
 DK7113  VERT ORDER      -  SECOND    CLASS I
 DK7113
 DK7113.The horizontal coordinates were established by autonomous hand held GPS
 DK7113.observations and have an estimated accuracy of +/- 10 meters.
 DK7113.
 DK7113.The orthometric height was determined by differential leveling and
 DK7113.adjusted in November 2008.
 DK7113
 DK7113.No vertical observational check was made to the station.
 DK7113
 DK7113.The dynamic height is computed by dividing the NAVD 88
 DK7113.geopotential number by the normal gravity value computed on the
 DK7113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7113.degrees latitude (g = 980.6199 gals.).
 DK7113
 DK7113.The modeled gravity was interpolated from observed gravity values.
 DK7113
 DK7113;                    North         East    Units  Estimated Accuracy
 DK7113;SPC MN S     -   313,046.      637,828.      MT  (+/- 10 meters HH2 GPS)
 DK7113
 DK7113                          SUPERSEDED SURVEY CONTROL
 DK7113
 DK7113.No superseded survey control is available for this station.
 DK7113
 DK7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3263475960(NAD 83)
 DK7113
 DK7113_MARKER: DD = SURVEY DISK
 DK7113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7113_STAMPING: 3706 R 3 2006
 DK7113_MARK LOGO: MNDT  
 DK7113_PROJECTION: RECESSED 8 CENTIMETERS
 DK7113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7113+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2006
 DK7113_ROD/PIPE-DEPTH:  6.1 meters
 DK7113
 DK7113  HISTORY     - Date     Condition        Report By
 DK7113  HISTORY     - 20060811 MONUMENTED       MNDT
 DK7113
 DK7113                          STATION DESCRIPTION
 DK7113
 DK7113'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7113'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF BOYD, 5.3
 DK7113'MI (8.5 KM) NORTH-NORTHEAST OF PROVIDENCE AND 2.3 MI (3.7 KM) SOUTH OF
 DK7113'DAWSON.
 DK7113' 
 DK7113'FROM THE JUNCTION OF COUNTY ROAD 23 AND TRUNK HIGHWAY 212 IN DAWSON GO
 DK7113'2.6 MI (4.2 KM) SOUTH ALONG COUNTY ROAD 23 TO THE MARK.
 DK7113' 
 DK7113'THE MARK IS 59.0 FT (18.0 M) WEST OF COUNTY ROAD 23, 16.2 FT (4.9 M)
 DK7113'SOUTHEAST OF CABLE MARKER POST, 8.0 FT (2.4 M) EAST OF A POWER POLE
 DK7113'AND 1.0 FT (0.3 M) EAST OF ITS WITNESS POST.  THE MARK IS SET WITH A 3
 DK7113'FT (0.9 M) 3D STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE
 DK7113'BACKFILLED WITH PEA GRAVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0656 ***********************************************************************
 PR0656  DESIGNATION -  3706 S
 PR0656  PID         -  PR0656
 PR0656  STATE/COUNTY-  MN/LAC QUI PARLE
 PR0656  COUNTRY     -  US
 PR0656  USGS QUAD   -  DAWSON (1967)
 PR0656
 PR0656                         *CURRENT SURVEY CONTROL
 PR0656  ______________________________________________________________________
 PR0656* NAD 83(1986) POSITION- 44 55 58.     (N) 096 03 19.     (W)   SCALED    
 PR0656* NAVD 88 ORTHO HEIGHT -   319.089  (meters)    1046.88  (feet) ADJUSTED  
 PR0656  ______________________________________________________________________
 PR0656  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 PR0656  DYNAMIC HEIGHT  -        319.061 (meters)     1046.79  (feet) COMP
 PR0656  MODELED GRAVITY -    980,518.7   (mgal)                       NAVD 88
 PR0656
 PR0656  VERT ORDER      -  SECOND    CLASS 0
 PR0656
 PR0656.The horizontal coordinates were scaled from a topographic map and have
 PR0656.an estimated accuracy of +/- 6 seconds.
 PR0656.
 PR0656.The orthometric height was determined by differential leveling and
 PR0656.adjusted in June 1991.
 PR0656
 PR0656.The dynamic height is computed by dividing the NAVD 88
 PR0656.geopotential number by the normal gravity value computed on the
 PR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0656.degrees latitude (g = 980.6199 gals.).
 PR0656
 PR0656.The modeled gravity was interpolated from observed gravity values.
 PR0656
 PR0656;                    North         East    Units  Estimated Accuracy
 PR0656;SPC MN S     -   316,800.      637,780.      MT  (+/- 180 meters Scaled)
 PR0656
 PR0656                          SUPERSEDED SURVEY CONTROL
 PR0656
 PR0656.No superseded survey control is available for this station.
 PR0656
 PR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ323797(NAD 83)
 PR0656
 PR0656_MARKER: DB = BENCH MARK DISK
 PR0656_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PR0656+WITH SETTING: PAVEMENT
 PR0656_SP_SET: WATER TANK LEG BASE
 PR0656_STAMPING: 3706 S 1974
 PR0656_MARK LOGO: MNHD  
 PR0656_PROJECTION: FLUSH
 PR0656_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0656
 PR0656  HISTORY     - Date     Condition        Report By
 PR0656  HISTORY     - 1974     MONUMENTED       MNDT
 PR0656  HISTORY     - 19750228 GOOD             MNDT
 PR0656
 PR0656                          STATION DESCRIPTION
 PR0656
 PR0656'DESCRIBED BY MN DEPT OF TRANSP 1975 (TRM)
 PR0656'THE MARK IS LOCATED IN DAWSON, 3 CITY BLOCKS SOUTH OF TRUNK HIGHWAY
 PR0656'212 AND 1 CITY BLOCK WEST OF COUNTY ROAD 23 (SIXTH STREET).  THE MARK,
 PR0656'A STANDARD MNHD VERTICAL CONTROL MARK DISK, IS 58 FEET WEST OF THE
 PR0656'CENTER OF SEVENTH STREET, CEMENTED IN THE EAST CORNER OF THE CONCRETE
 PR0656'BASE OF THE SOUTHEAST LEG OF THE DAWSON CITY WATER TANK, ABOUT 0.5
 PR0656'FOOT HIGHER THAN THE LAWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4409 ***********************************************************************
 DM4409  DESIGNATION -  3706 T
 DM4409  PID         -  DM4409
 DM4409  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4409  COUNTRY     -  US
 DM4409  USGS QUAD   -  DAWSON NW (1967)
 DM4409
 DM4409                         *CURRENT SURVEY CONTROL
 DM4409  ______________________________________________________________________
 DM4409* NAD 83(1986) POSITION- 44 56 09.01   (N) 096 11 29.01   (W)   HD_HELD1  
 DM4409* NAVD 88 ORTHO HEIGHT -   328.777  (meters)    1078.66  (feet) ADJUSTED  
 DM4409  ______________________________________________________________________
 DM4409  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DM4409  DYNAMIC HEIGHT  -        328.746 (meters)     1078.56  (feet) COMP
 DM4409  MODELED GRAVITY -    980,514.0   (mgal)                       NAVD 88
 DM4409
 DM4409  VERT ORDER      -  SECOND    CLASS I
 DM4409
 DM4409.The horizontal coordinates were established by differentially corrected
 DM4409.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4409.
 DM4409.The orthometric height was determined by differential leveling and
 DM4409.adjusted in February 2011.
 DM4409
 DM4409.The dynamic height is computed by dividing the NAVD 88
 DM4409.geopotential number by the normal gravity value computed on the
 DM4409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4409.degrees latitude (g = 980.6199 gals.).
 DM4409
 DM4409.The modeled gravity was interpolated from observed gravity values.
 DM4409
 DM4409;                    North         East    Units  Estimated Accuracy
 DM4409;SPC MN S     -   317,414.9     627,052.2     MT  (+/- 3 meters HH1 GPS) 
 DM4409
 DM4409                          SUPERSEDED SURVEY CONTROL
 DM4409
 DM4409.No superseded survey control is available for this station.
 DM4409
 DM4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2160879660(NAD 83)
 DM4409
 DM4409_MARKER: DD = SURVEY DISK
 DM4409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4409_SP_SET: SET IN BRIDGE WING WALL
 DM4409_STAMPING: 3706 T 2006
 DM4409_MARK LOGO: MNDT  
 DM4409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4409+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4409
 DM4409  HISTORY     - Date     Condition        Report By
 DM4409  HISTORY     - 2006     MONUMENTED       MNDT
 DM4409
 DM4409                          STATION DESCRIPTION
 DM4409
 DM4409'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4409'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF
 DM4409'HAYDENVILLE, 6.7 MI (10.8 KM) WEST OF DAWSON AND 5.1 MI (8.2 KM) SOUTH
 DM4409'OF MADISON.
 DM4409' 
 DM4409'TO REACH TO THE MARK GO IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4409'HIGHWAY 212 BRIDGE NUMBER 37005 OVER LAC QUI PARLE RIVER, 0.35 MI (0.6
 DM4409'KM) NORTH ALONG SIXTH STREET FROM THE JUNCTION OF SIXTH STREET AND
 DM4409'POST OFFICE IN DAWSON, THEN 6.75 MI (10.9 KM) WEST ON TRUNK HIGHWAY
 DM4409'212, AT TRUNK HIGHWAY 212 MILE POINT 12.85, 25.3 FT (7.7 M) SOUTH OF
 DM4409'TRUNK HIGHWAY 212.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2935 ***********************************************************************
 DM2935  DESIGNATION -  3707 A
 DM2935  PID         -  DM2935
 DM2935  STATE/COUNTY-  MN/LAC QUI PARLE
 DM2935  COUNTRY     -  US
 DM2935  USGS QUAD   -  CLARKFIELD NE (1965)
 DM2935
 DM2935                         *CURRENT SURVEY CONTROL
 DM2935  ______________________________________________________________________
 DM2935* NAD 83(2007) POSITION- 44 53 43.30468(N) 095 47 54.67267(W)   ADJUSTED  
 DM2935* NAD 83(2007) ELLIP HT-   287.931 (meters)        (08/30/10)   ADJUSTED
 DM2935* NAD 83(2007) EPOCH   -  2002.00
 DM2935* NAVD 88 ORTHO HEIGHT -   314.231  (meters)    1030.94  (feet) ADJUSTED  
 DM2935  ______________________________________________________________________
 DM2935  NAD 83(2007) X  -   -457,265.503 (meters)                     COMP
 DM2935  NAD 83(2007) Y  - -4,502,851.743 (meters)                     COMP
 DM2935  NAD 83(2007) Z  -  4,479,321.572 (meters)                     COMP
 DM2935  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC09
 DM2935  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 DM2935  DYNAMIC HEIGHT  -        314.206 (meters)     1030.86  (feet) COMP
 DM2935  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 DM2935
 DM2935  HORZ ORDER      -  FIRST
 DM2935  VERT ORDER      -  SECOND    CLASS I
 DM2935  ELLP ORDER      -  THIRD     CLASS I
 DM2935
 DM2935.The horizontal coordinates were established by GPS observations
 DM2935.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2935
 DM2935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2935.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2935
 DM2935.The horizontal coordinates are valid at the epoch date displayed above
 DM2935.which is a decimal equivalence of Year/Month/Day.
 DM2935
 DM2935.The orthometric height was determined by differential leveling and
 DM2935.adjusted in April 2012.
 DM2935
 DM2935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2935
 DM2935.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2935
 DM2935.The ellipsoidal height was determined by GPS observations
 DM2935.and is referenced to NAD 83.
 DM2935
 DM2935.The dynamic height is computed by dividing the NAVD 88
 DM2935.geopotential number by the normal gravity value computed on the
 DM2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2935.degrees latitude (g = 980.6199 gals.).
 DM2935
 DM2935.The modeled gravity was interpolated from observed gravity values.
 DM2935
 DM2935. The following values were computed from the NAD 83(2007) position.
 DM2935
 DM2935;                    North         East     Units Scale Factor Converg.
 DM2935;SPC MN S     -   312,161.601   657,953.688   MT  0.99994564   -1 15 38.3
 DM2935;SPC MN S     - 1,024,150.19  2,158,636.39   sFT  0.99994564   -1 15 38.3
 DM2935;UTM  15      - 4,975,136.985   279,032.274   MT  1.00020044   -1 58 33.7
 DM2935
 DM2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2935!SPC MN S     -   0.99995486  x   0.99994564  =   0.99990050
 DM2935!UTM  15      -   0.99995486  x   1.00020044  =   1.00015529
 DM2935
 DM2935:                Primary Azimuth Mark                     Grid Az
 DM2935:SPC MN S     -  3707 B                                   359 59 19.4
 DM2935:UTM  15      -  3707 B                                   000 42 14.8
 DM2935
 DM2935|---------------------------------------------------------------------|
 DM2935| PID    Reference Object                     Distance      Geod. Az  |
 DM2935|                                                           dddmmss.s |
 DM2935| DM2936 3707 B                              APPROX. 1.2 KM 3584341.1 |
 DM2935|---------------------------------------------------------------------|
 DM2935
 DM2935                          SUPERSEDED SURVEY CONTROL
 DM2935
 DM2935  NAVD 88 (08/30/10)  314.23   (m)         1030.9    (f) LEVELING    3  
 DM2935
 DM2935.Superseded values are not recommended for survey control.
 DM2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2935.See file dsdata.txt to determine how the superseded data were derived.
 DM2935
 DM2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7903275136(NAD 83)
 DM2935
 DM2935_MARKER: DB = BENCH MARK DISK
 DM2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2935_STAMPING: 3707 A 1948
 DM2935_MARK LOGO: MNHD  
 DM2935_PROJECTION: PROJECTING 5 CENTIMETERS
 DM2935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2935+STABILITY: SURFACE MOTION
 DM2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2935+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2009
 DM2935
 DM2935  HISTORY     - Date     Condition        Report By
 DM2935  HISTORY     - 19480401 MONUMENTED       MNHD
 DM2935  HISTORY     - 20090526 GOOD             MNDT
 DM2935
 DM2935                          STATION DESCRIPTION
 DM2935
 DM2935'DESCRIBED BY MN DEPT OF TRANSP 2009 (BJB)
 DM2935'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2935'THE MARK IS 4.9 MILES SOUTHWEST OF MONTEVIDEO, 2.74 MILES SOUTH ON
 DM2935'TRUNK HIGHWAY 59 FROM WEST JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2935'HIGHWAY 212, AT TRUNK HIGHWAY 59 MILEPOINT 105.1, 0.32 MILE NORTH OF
 DM2935'JUNCTION 340TH AVENUE EAST AND 160TH STREET WEST (COUNTY ROAD 46),
 DM2935'100.3 FEET EAST OF TRUNK HIGHWAY 59, 61.6 FEET NORTHEAST OF GRAVEL
 DM2935'ROAD, 0.3 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2936 ***********************************************************************
 DM2936  DESIGNATION -  3707 B
 DM2936  PID         -  DM2936
 DM2936  STATE/COUNTY-  MN/LAC QUI PARLE
 DM2936  COUNTRY     -  US
 DM2936  USGS QUAD   -  CLARKFIELD NE (1965)
 DM2936
 DM2936                         *CURRENT SURVEY CONTROL
 DM2936  ______________________________________________________________________
 DM2936* NAD 83(2007) POSITION- 44 54 21.82283(N) 095 47 55.87608(W)   ADJUSTED  
 DM2936* NAD 83(2007) ELLIP HT-   285.054 (meters)        (08/30/10)   ADJUSTED
 DM2936* NAD 83(2007) EPOCH   -  2002.00
 DM2936* NAVD 88 ORTHO HEIGHT -   311.336  (meters)    1021.44  (feet) ADJUSTED  
 DM2936  ______________________________________________________________________
 DM2936  NAD 83(2007) X  -   -457,206.763 (meters)                     COMP
 DM2936  NAD 83(2007) Y  - -4,502,011.991 (meters)                     COMP
 DM2936  NAD 83(2007) Z  -  4,480,161.807 (meters)                     COMP
 DM2936  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC09
 DM2936  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DM2936  DYNAMIC HEIGHT  -        311.311 (meters)     1021.36  (feet) COMP
 DM2936  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 DM2936
 DM2936  HORZ ORDER      -  FIRST
 DM2936  VERT ORDER      -  SECOND    CLASS I
 DM2936  ELLP ORDER      -  THIRD     CLASS I
 DM2936
 DM2936.The horizontal coordinates were established by GPS observations
 DM2936.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2936
 DM2936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2936.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2936
 DM2936.The horizontal coordinates are valid at the epoch date displayed above
 DM2936.which is a decimal equivalence of Year/Month/Day.
 DM2936
 DM2936.The orthometric height was determined by differential leveling and
 DM2936.adjusted in April 2012.
 DM2936
 DM2936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2936
 DM2936.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2936
 DM2936.The ellipsoidal height was determined by GPS observations
 DM2936.and is referenced to NAD 83.
 DM2936
 DM2936.The dynamic height is computed by dividing the NAVD 88
 DM2936.geopotential number by the normal gravity value computed on the
 DM2936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2936.degrees latitude (g = 980.6199 gals.).
 DM2936
 DM2936.The modeled gravity was interpolated from observed gravity values.
 DM2936
 DM2936. The following values were computed from the NAD 83(2007) position.
 DM2936
 DM2936;                    North         East     Units Scale Factor Converg.
 DM2936;SPC MN S     -   313,350.863   657,953.454   MT  0.99994694   -1 15 39.1
 DM2936;SPC MN S     - 1,028,051.96  2,158,635.62   sFT  0.99994694   -1 15 39.1
 DM2936;UTM  15      - 4,976,326.458   279,046.896   MT  1.00020036   -1 58 35.9
 DM2936
 DM2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2936!SPC MN S     -   0.99995531  x   0.99994694  =   0.99990225
 DM2936!UTM  15      -   0.99995531  x   1.00020036  =   1.00015566
 DM2936
 DM2936:                Primary Azimuth Mark                     Grid Az
 DM2936:SPC MN S     -  3707 A                                   179 59 19.3
 DM2936:UTM  15      -  3707 A                                   180 42 16.1
 DM2936
 DM2936|---------------------------------------------------------------------|
 DM2936| PID    Reference Object                     Distance      Geod. Az  |
 DM2936|                                                           dddmmss.s |
 DM2936| DM2935 3707 A                              APPROX. 1.2 KM 1784340.2 |
 DM2936| DM2937 3707 C                              APPROX. 0.8 KM 3592618.2 |
 DM2936|---------------------------------------------------------------------|
 DM2936
 DM2936                          SUPERSEDED SURVEY CONTROL
 DM2936
 DM2936  NAVD 88 (08/30/10)  311.34   (m)         1021.5    (f) LEVELING    3  
 DM2936
 DM2936.Superseded values are not recommended for survey control.
 DM2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2936.See file dsdata.txt to determine how the superseded data were derived.
 DM2936
 DM2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7904676326(NAD 83)
 DM2936
 DM2936_MARKER: F = FLANGE-ENCASED ROD
 DM2936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2936_STAMPING: 3707 B 2009
 DM2936_MARK LOGO: MNDT  
 DM2936_PROJECTION: RECESSED 5 CENTIMETERS
 DM2936_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2936+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2936_ROD/PIPE-DEPTH:  6.1 meters
 DM2936
 DM2936  HISTORY     - Date     Condition        Report By
 DM2936  HISTORY     - 20090527 MONUMENTED       MNDT
 DM2936  HISTORY     - 2009     GOOD             MNDT
 DM2936
 DM2936                          STATION DESCRIPTION
 DM2936
 DM2936'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2936'THE MARK IS 5.5 MILES SOUTHWEST OF MONTEVIDEO, 3.65 MILES WEST ALONG
 DM2936'TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 DM2936'29 IN MONTEVIDEO, IN SOUTHWEST PART OF MONTEVIDEO TO TRUNK HIGHWAY 212
 DM2936'MILEPOINT 32.10, THEN 2.0 MILES SOUTH ON TRUNK HIGHWAY 59, AT TRUNK
 DM2936'HIGHWAY 59 MILEPOINT 105.85, 74.2 FEET WEST OF TRUNK HIGHWAY 59, 62.5
 DM2936'FEET SOUTH OF 170TH STREET, 21.5 FEET SOUTH OF POWER POLE WITH GUY
 DM2936'WIRE, 1.6 FEET EAST OF WITNESS POST.
 DM2936
 DM2936                          STATION RECOVERY (2009)
 DM2936
 DM2936'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2937 ***********************************************************************
 DM2937  DESIGNATION -  3707 C
 DM2937  PID         -  DM2937
 DM2937  STATE/COUNTY-  MN/LAC QUI PARLE
 DM2937  COUNTRY     -  US
 DM2937  USGS QUAD   -  CLARKFIELD NE (1965)
 DM2937
 DM2937                         *CURRENT SURVEY CONTROL
 DM2937  ______________________________________________________________________
 DM2937* NAD 83(2007) POSITION- 44 54 48.05974(N) 095 47 56.23802(W)   ADJUSTED  
 DM2937* NAD 83(2007) ELLIP HT-   284.685 (meters)        (08/30/10)   ADJUSTED
 DM2937* NAD 83(2007) EPOCH   -  2002.00
 DM2937* NAVD 88 ORTHO HEIGHT -   310.950  (meters)    1020.18  (feet) ADJUSTED  
 DM2937  ______________________________________________________________________
 DM2937  NAD 83(2007) X  -   -457,156.861 (meters)                     COMP
 DM2937  NAD 83(2007) Y  - -4,501,442.034 (meters)                     COMP
 DM2937  NAD 83(2007) Z  -  4,480,735.174 (meters)                     COMP
 DM2937  LAPLACE CORR    -         -1.38  (seconds)                    DEFLEC09
 DM2937  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 DM2937  DYNAMIC HEIGHT  -        310.926 (meters)     1020.10  (feet) COMP
 DM2937  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 DM2937
 DM2937  HORZ ORDER      -  FIRST
 DM2937  VERT ORDER      -  SECOND    CLASS I
 DM2937  ELLP ORDER      -  THIRD     CLASS I
 DM2937
 DM2937.The horizontal coordinates were established by GPS observations
 DM2937.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2937
 DM2937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2937.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2937
 DM2937.The horizontal coordinates are valid at the epoch date displayed above
 DM2937.which is a decimal equivalence of Year/Month/Day.
 DM2937
 DM2937.The orthometric height was determined by differential leveling and
 DM2937.adjusted in April 2012.
 DM2937
 DM2937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2937
 DM2937.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2937
 DM2937.The ellipsoidal height was determined by GPS observations
 DM2937.and is referenced to NAD 83.
 DM2937
 DM2937.The dynamic height is computed by dividing the NAVD 88
 DM2937.geopotential number by the normal gravity value computed on the
 DM2937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2937.degrees latitude (g = 980.6199 gals.).
 DM2937
 DM2937.The modeled gravity was interpolated from observed gravity values.
 DM2937
 DM2937. The following values were computed from the NAD 83(2007) position.
 DM2937
 DM2937;                    North         East     Units Scale Factor Converg.
 DM2937;SPC MN S     -   314,160.718   657,963.338   MT  0.99994785   -1 15 39.4
 DM2937;SPC MN S     - 1,030,708.96  2,158,668.05   sFT  0.99994785   -1 15 39.4
 DM2937;UTM  15      - 4,977,136.331   279,066.903   MT  1.00020025   -1 58 37.1
 DM2937
 DM2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2937!SPC MN S     -   0.99995537  x   0.99994785  =   0.99990322
 DM2937!UTM  15      -   0.99995537  x   1.00020025  =   1.00015561
 DM2937
 DM2937:                Primary Azimuth Mark                     Grid Az
 DM2937:SPC MN S     -  3707 B                                   180 41 57.3
 DM2937:UTM  15      -  3707 B                                   181 24 55.0
 DM2937
 DM2937|---------------------------------------------------------------------|
 DM2937| PID    Reference Object                     Distance      Geod. Az  |
 DM2937|                                                           dddmmss.s |
 DM2937| DM2936 3707 B                              APPROX. 0.8 KM 1792617.9 |
 DM2937|---------------------------------------------------------------------|
 DM2937
 DM2937                          SUPERSEDED SURVEY CONTROL
 DM2937
 DM2937  NAVD 88 (08/30/10)  310.95   (m)         1020.2    (f) LEVELING    3  
 DM2937
 DM2937.Superseded values are not recommended for survey control.
 DM2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2937.See file dsdata.txt to determine how the superseded data were derived.
 DM2937
 DM2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7906677136(NAD 83)
 DM2937
 DM2937_MARKER: F = FLANGE-ENCASED ROD
 DM2937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2937_STAMPING: 3707 C 2009
 DM2937_MARK LOGO: MNDT  
 DM2937_PROJECTION: RECESSED 5 CENTIMETERS
 DM2937_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2937+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2937_ROD/PIPE-DEPTH:  6.1 meters
 DM2937
 DM2937  HISTORY     - Date     Condition        Report By
 DM2937  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2937  HISTORY     - 2009     GOOD             MNDT
 DM2937
 DM2937                          STATION DESCRIPTION
 DM2937
 DM2937'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2937'THE MARK IS 5.0 MILES SOUTHWEST OF MONTEVIDEO, 3.65 MILES WEST ALONG
 DM2937'TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY
 DM2937'29 IN MONTEVIDEO, IN SOUTHWEST PART OF MONTEVIDEO TO TRUNK HIGHWAY 212
 DM2937'MILEPOINT 32.10, THEN 1.5 MILES SOUTH ON TRUNK HIGHWAY 59, AT TRUNK
 DM2937'HIGHWAY 59 MILEPOINT 106.35, 94.5 FEET WEST OF TRUNK HIGHWAY 59, 66.3
 DM2937'FEET SOUTH OF FIELD ENTRANCE, 6.0 FEET EAST OF POWER POLE, 4.8 FEET
 DM2937'EAST OF WITNESS POST.
 DM2937
 DM2937                          STATION RECOVERY (2009)
 DM2937
 DM2937'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2937'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2938 ***********************************************************************
 DM2938  DESIGNATION -  3707 D
 DM2938  PID         -  DM2938
 DM2938  STATE/COUNTY-  MN/LAC QUI PARLE
 DM2938  COUNTRY     -  US
 DM2938  USGS QUAD   -  CLARKFIELD NE (1965)
 DM2938
 DM2938                         *CURRENT SURVEY CONTROL
 DM2938  ______________________________________________________________________
 DM2938* NAD 83(2007) POSITION- 44 55 42.23552(N) 095 47 52.11160(W)   ADJUSTED  
 DM2938* NAD 83(2007) ELLIP HT-   283.155 (meters)        (08/30/10)   ADJUSTED
 DM2938* NAD 83(2007) EPOCH   -  2002.00
 DM2938* NAVD 88 ORTHO HEIGHT -   309.428  (meters)    1015.18  (feet) ADJUSTED  
 DM2938  ______________________________________________________________________
 DM2938  NAD 83(2007) X  -   -456,947.398 (meters)                     COMP
 DM2938  NAD 83(2007) Y  - -4,500,275.172 (meters)                     COMP
 DM2938  NAD 83(2007) Z  -  4,481,918.329 (meters)                     COMP
 DM2938  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC09
 DM2938  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DM2938  DYNAMIC HEIGHT  -        309.405 (meters)     1015.11  (feet) COMP
 DM2938  MODELED GRAVITY -    980,531.7   (mgal)                       NAVD 88
 DM2938
 DM2938  HORZ ORDER      -  FIRST
 DM2938  VERT ORDER      -  SECOND    CLASS I
 DM2938  ELLP ORDER      -  THIRD     CLASS I
 DM2938
 DM2938.The horizontal coordinates were established by GPS observations
 DM2938.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2938
 DM2938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2938.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2938
 DM2938.The horizontal coordinates are valid at the epoch date displayed above
 DM2938.which is a decimal equivalence of Year/Month/Day.
 DM2938
 DM2938.The orthometric height was determined by differential leveling and
 DM2938.adjusted in April 2012.
 DM2938
 DM2938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2938
 DM2938.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2938
 DM2938.The ellipsoidal height was determined by GPS observations
 DM2938.and is referenced to NAD 83.
 DM2938
 DM2938.The dynamic height is computed by dividing the NAVD 88
 DM2938.geopotential number by the normal gravity value computed on the
 DM2938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2938.degrees latitude (g = 980.6199 gals.).
 DM2938
 DM2938.The modeled gravity was interpolated from observed gravity values.
 DM2938
 DM2938. The following values were computed from the NAD 83(2007) position.
 DM2938
 DM2938;                    North         East     Units Scale Factor Converg.
 DM2938;SPC MN S     -   315,830.616   658,090.601   MT  0.99994977   -1 15 36.5
 DM2938;SPC MN S     - 1,036,187.61  2,159,085.58   sFT  0.99994977   -1 15 36.5
 DM2938;UTM  15      - 4,978,804.927   279,215.068   MT  1.00019944   -1 58 36.0
 DM2938
 DM2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2938!SPC MN S     -   0.99995561  x   0.99994977  =   0.99990538
 DM2938!UTM  15      -   0.99995561  x   1.00019944  =   1.00015504
 DM2938
 DM2938:                Primary Azimuth Mark                     Grid Az
 DM2938:SPC MN S     -  3706 E                                   003 20 44.9
 DM2938:UTM  15      -  3706 E                                   004 03 44.4
 DM2938
 DM2938|---------------------------------------------------------------------|
 DM2938| PID    Reference Object                     Distance      Geod. Az  |
 DM2938|                                                           dddmmss.s |
 DM2938| PQ0540 3706 E                              APPROX. 0.6 KM 0020508.4 |
 DM2938| DM2937 3707 C                              APPROX. 1.7 KM 1830552.6 |
 DM2938|---------------------------------------------------------------------|
 DM2938
 DM2938                          SUPERSEDED SURVEY CONTROL
 DM2938
 DM2938  NAVD 88 (08/30/10)  309.43   (m)         1015.2    (f) LEVELING    3  
 DM2938
 DM2938.Superseded values are not recommended for survey control.
 DM2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2938.See file dsdata.txt to determine how the superseded data were derived.
 DM2938
 DM2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7921578804(NAD 83)
 DM2938
 DM2938_MARKER: F = FLANGE-ENCASED ROD
 DM2938_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2938_STAMPING: 3707 D 2009
 DM2938_MARK LOGO: MNDT  
 DM2938_PROJECTION: FLUSH
 DM2938_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2938+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2938_ROD/PIPE-DEPTH:  6.1 meters
 DM2938
 DM2938  HISTORY     - Date     Condition        Report By
 DM2938  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2938  HISTORY     - 2009     GOOD             MNDT
 DM2938
 DM2938                          STATION DESCRIPTION
 DM2938
 DM2938'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2938'THE MARK IS 2.0 MILES WEST-SOUTHWEST OF MONTEVIDEO, 3.65 MILES WEST
 DM2938'ALONG TRUNK HIGHWAY 212 FROM JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK
 DM2938'HIGHWAY 29, IN SOUTHWEST PART OF MONTEVIDEO TO TRUNK HIGHWAY 212
 DM2938'MILEPOINT 32.10, THEN 0.45 MILE SOUTH ON TRUNK HIGHWAY 59, AT TRUNK
 DM2938'HIGHWAY 59 MILEPOINT 107.35, 98.8 FEET EAST OF TRUNK HIGHWAY 59, 131.6
 DM2938'FEET NORTH OF 186TH STREET, 2.0 FEET WEST OF RIGHT-OF-WAY POST, 2.0
 DM2938'FEET WEST OF WITNESS POST.
 DM2938
 DM2938                          STATION RECOVERY (2009)
 DM2938
 DM2938'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2938'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4430 ***********************************************************************
 DM4430  DESIGNATION -  3708 A
 DM4430  PID         -  DM4430
 DM4430  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4430  COUNTRY     -  US
 DM4430  USGS QUAD   -  MARIETTA (1971)
 DM4430
 DM4430                         *CURRENT SURVEY CONTROL
 DM4430  ______________________________________________________________________
 DM4430* NAD 83(1986) POSITION- 45 00 24.     (N) 096 27 07.     (W)   SCALED    
 DM4430* NAVD 88 ORTHO HEIGHT -   345.671  (meters)    1134.09  (feet) ADJUSTED  
 DM4430  ______________________________________________________________________
 DM4430  GEOID HEIGHT    -        -25.78  (meters)                     GEOID09
 DM4430  DYNAMIC HEIGHT  -        345.639 (meters)     1133.98  (feet) COMP
 DM4430  MODELED GRAVITY -    980,516.9   (mgal)                       NAVD 88
 DM4430
 DM4430  VERT ORDER      -  SECOND    CLASS I
 DM4430
 DM4430.The horizontal coordinates were scaled from a topographic map and have
 DM4430.an estimated accuracy of +/- 6 seconds.
 DM4430.
 DM4430.The orthometric height was determined by differential leveling and
 DM4430.adjusted in February 2011.
 DM4430
 DM4430.No vertical observational check was made to the station.
 DM4430
 DM4430.The dynamic height is computed by dividing the NAVD 88
 DM4430.geopotential number by the normal gravity value computed on the
 DM4430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4430.degrees latitude (g = 980.6199 gals.).
 DM4430
 DM4430.The modeled gravity was interpolated from observed gravity values.
 DM4430
 DM4430;                    North         East    Units  Estimated Accuracy
 DM4430;SPC MN S     -   325,870.      606,730.      MT  (+/- 180 meters Scaled)
 DM4430
 DM4430                          SUPERSEDED SURVEY CONTROL
 DM4430
 DM4430.No superseded survey control is available for this station.
 DM4430
 DM4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ008868(NAD 83)
 DM4430
 DM4430_MARKER: DB = BENCH MARK DISK
 DM4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4430_STAMPING: SP 3708 A
 DM4430_MARK LOGO: MNHD  
 DM4430_PROJECTION: RECESSED 46 CENTIMETERS
 DM4430_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4430+STABILITY: SURFACE MOTION
 DM4430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4430+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4430
 DM4430  HISTORY     - Date     Condition        Report By
 DM4430  HISTORY     - 1959     MONUMENTED       MNHD
 DM4430  HISTORY     - 20060912 GOOD             MNDT
 DM4430
 DM4430                          STATION DESCRIPTION
 DM4430
 DM4430'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4430'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHWEST OF
 DM4430'ROSEN, 7.0 MI (11.3 KM) WEST OF HAYDENVILLE AND 1.7 MI (2.7 KM) WEST
 DM4430'OF MARIETTA.
 DM4430' 
 DM4430'TO REACH TO THE MARK GO 114 FT (34.7 M) LEFT OF TRUNK HIGHWAY 40 AT
 DM4430'TRUNK HIGHWAY 40 MILE POINT 0.0, AT TRUNK HIGHWAY 40 STATION 100+26,
 DM4430'24 FT (7.3 M) EAST OF STATE LINE ROAD AND 114 FT (34.7 M) NORTH ON
 DM4430'TRUNK HIGHWAY 40 OF THE JUNCTION OF SOUTH DAKOTA TRUNK HIGHWAY 20 WEST
 DM4430'AND NORTH-SOUTH STATE LINE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4411 ***********************************************************************
 DM4411  DESIGNATION -  3708 D
 DM4411  PID         -  DM4411
 DM4411  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4411  COUNTRY     -  US
 DM4411  USGS QUAD   -  MADISON (1958)
 DM4411
 DM4411                         *CURRENT SURVEY CONTROL
 DM4411  ______________________________________________________________________
 DM4411* NAD 83(1986) POSITION- 45 00 29.     (N) 096 13 37.     (W)   SCALED    
 DM4411* NAVD 88 ORTHO HEIGHT -   327.238  (meters)    1073.61  (feet) ADJUSTED  
 DM4411  ______________________________________________________________________
 DM4411  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DM4411  DYNAMIC HEIGHT  -        327.210 (meters)     1073.52  (feet) COMP
 DM4411  MODELED GRAVITY -    980,521.0   (mgal)                       NAVD 88
 DM4411
 DM4411  VERT ORDER      -  SECOND    CLASS I
 DM4411
 DM4411.The horizontal coordinates were scaled from a topographic map and have
 DM4411.an estimated accuracy of +/- 6 seconds.
 DM4411.
 DM4411.The orthometric height was determined by differential leveling and
 DM4411.adjusted in February 2011.
 DM4411
 DM4411.The dynamic height is computed by dividing the NAVD 88
 DM4411.geopotential number by the normal gravity value computed on the
 DM4411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4411.degrees latitude (g = 980.6199 gals.).
 DM4411
 DM4411.The modeled gravity was interpolated from observed gravity values.
 DM4411
 DM4411;                    North         East    Units  Estimated Accuracy
 DM4411;SPC MN S     -   325,510.      624,470.      MT  (+/- 180 meters Scaled)
 DM4411
 DM4411                          SUPERSEDED SURVEY CONTROL
 DM4411
 DM4411.No superseded survey control is available for this station.
 DM4411
 DM4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ185875(NAD 83)
 DM4411
 DM4411_MARKER: DD = SURVEY DISK
 DM4411_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4411_STAMPING: 3708 D 2006
 DM4411_MARK LOGO: MNDT  
 DM4411_PROJECTION: RECESSED 5 CENTIMETERS
 DM4411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4411+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4411_ROD/PIPE-DEPTH:  7.6 meters
 DM4411
 DM4411  HISTORY     - Date     Condition        Report By
 DM4411  HISTORY     - 2006     MONUMENTED       MNDT
 DM4411
 DM4411                          STATION DESCRIPTION
 DM4411
 DM4411'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4411'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST OF MARIETTA, 4.0 MI
 DM4411'(6.4 KM) EAST OF HAYDENVILLE AND 1.5 MI (2.4 KM) WEST OF MADISON.
 DM4411' 
 DM4411'TO REACH TO THE MARK GO 1.50 MI (2.4 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4411'FROM THE JUNCTION OF TRUNK HIGHWAY 40 WEST AND TRUNK HIGHWAY 75 IN
 DM4411'MADISON, AT TRUNK HIGHWAY 40 MILE POINT 11.10, 64.0 FT (19.5 M) NORTH
 DM4411'OF TRUNK HIGHWAY 40, 47.9 FT (14.6 M) WEST OF 211TH AVENUE, 21.3 FT
 DM4411'(6.5 M) WEST OF CABLE BOX NUMBER 5F1, 1.0 FT (0.3 M) WEST OF A WITNESS
 DM4411'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4412 ***********************************************************************
 DM4412  DESIGNATION -  3708 E
 DM4412  PID         -  DM4412
 DM4412  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4412  COUNTRY     -  US
 DM4412  USGS QUAD   -  MADISON (1958)
 DM4412
 DM4412                         *CURRENT SURVEY CONTROL
 DM4412  ______________________________________________________________________
 DM4412* NAD 83(1986) POSITION- 45 00 34.     (N) 096 14 54.     (W)   SCALED    
 DM4412* NAVD 88 ORTHO HEIGHT -   326.925  (meters)    1072.59  (feet) ADJUSTED  
 DM4412  ______________________________________________________________________
 DM4412  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 DM4412  DYNAMIC HEIGHT  -        326.896 (meters)     1072.49  (feet) COMP
 DM4412  MODELED GRAVITY -    980,520.6   (mgal)                       NAVD 88
 DM4412
 DM4412  VERT ORDER      -  SECOND    CLASS I
 DM4412
 DM4412.The horizontal coordinates were scaled from a topographic map and have
 DM4412.an estimated accuracy of +/- 6 seconds.
 DM4412.
 DM4412.The orthometric height was determined by differential leveling and
 DM4412.adjusted in February 2011.
 DM4412
 DM4412.The dynamic height is computed by dividing the NAVD 88
 DM4412.geopotential number by the normal gravity value computed on the
 DM4412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4412.degrees latitude (g = 980.6199 gals.).
 DM4412
 DM4412.The modeled gravity was interpolated from observed gravity values.
 DM4412
 DM4412;                    North         East    Units  Estimated Accuracy
 DM4412;SPC MN S     -   325,710.      622,780.      MT  (+/- 180 meters Scaled)
 DM4412
 DM4412                          SUPERSEDED SURVEY CONTROL
 DM4412
 DM4412.No superseded survey control is available for this station.
 DM4412
 DM4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ168876(NAD 83)
 DM4412
 DM4412_MARKER: DD = SURVEY DISK
 DM4412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4412_STAMPING: 3708 E 2006
 DM4412_MARK LOGO: MNDT  
 DM4412_PROJECTION: RECESSED 5 CENTIMETERS
 DM4412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4412+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4412_ROD/PIPE-DEPTH:  6.1 meters
 DM4412
 DM4412  HISTORY     - Date     Condition        Report By
 DM4412  HISTORY     - 2006     MONUMENTED       MNDT
 DM4412
 DM4412                          STATION DESCRIPTION
 DM4412
 DM4412'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4412'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) EAST OF MARIETTA, 3.0 MI
 DM4412'(4.8 KM) EAST OF HAYDENVILLE AND 2.6 MI (4.2 KM) WEST OF MADISON.
 DM4412' 
 DM4412'TO REACH TO THE MARK GO 2.60 MI (4.2 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4412'FROM THE JUNCTION OF TRUNK HIGHWAY 40 WEST AND TRUNK HIGHWAY 75 IN
 DM4412'MADISON, AT TRUNK HIGHWAY 40 MILE POINT 10.0, 120.0 FT (36.6 M) NORTH
 DM4412'OF TRUNK HIGHWAY 75, 65.0 FT (19.8 M) WEST OF 201ST AVENUE, 1.0 FT
 DM4412'(0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4413 ***********************************************************************
 DM4413  DESIGNATION -  3708 F
 DM4413  PID         -  DM4413
 DM4413  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4413  COUNTRY     -  US
 DM4413  USGS QUAD   -  HAYDENVILLE (1971)
 DM4413
 DM4413                         *CURRENT SURVEY CONTROL
 DM4413  ______________________________________________________________________
 DM4413* NAD 83(1986) POSITION- 45 00 33.     (N) 096 15 10.     (W)   SCALED    
 DM4413* NAVD 88 ORTHO HEIGHT -   325.913  (meters)    1069.27  (feet) ADJUSTED  
 DM4413  ______________________________________________________________________
 DM4413  GEOID HEIGHT    -        -26.01  (meters)                     GEOID09
 DM4413  DYNAMIC HEIGHT  -        325.885 (meters)     1069.17  (feet) COMP
 DM4413  MODELED GRAVITY -    980,520.5   (mgal)                       NAVD 88
 DM4413
 DM4413  VERT ORDER      -  SECOND    CLASS I
 DM4413
 DM4413.The horizontal coordinates were scaled from a topographic map and have
 DM4413.an estimated accuracy of +/- 6 seconds.
 DM4413.
 DM4413.The orthometric height was determined by differential leveling and
 DM4413.adjusted in February 2011.
 DM4413
 DM4413.The dynamic height is computed by dividing the NAVD 88
 DM4413.geopotential number by the normal gravity value computed on the
 DM4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4413.degrees latitude (g = 980.6199 gals.).
 DM4413
 DM4413.The modeled gravity was interpolated from observed gravity values.
 DM4413
 DM4413;                    North         East    Units  Estimated Accuracy
 DM4413;SPC MN S     -   325,690.      622,430.      MT  (+/- 180 meters Scaled)
 DM4413
 DM4413                          SUPERSEDED SURVEY CONTROL
 DM4413
 DM4413.No superseded survey control is available for this station.
 DM4413
 DM4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ164876(NAD 83)
 DM4413
 DM4413_MARKER: DV = VERTICAL CONTROL DISK
 DM4413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4413_SP_SET: SET IN BRIDGE WING WALL
 DM4413_STAMPING: 3708 F 2006
 DM4413_MARK LOGO: MNDT  
 DM4413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4413+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4413
 DM4413  HISTORY     - Date     Condition        Report By
 DM4413  HISTORY     - 2006     MONUMENTED       MNDT
 DM4413
 DM4413                          STATION DESCRIPTION
 DM4413
 DM4413'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4413'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST OF MARIETTA, 2.8 MI
 DM4413'(4.5 KM) WEST OF MADISON AND 2.8 MI (4.5 KM) EAST OF HAYDENVILLE.
 DM4413' 
 DM4413'TO REACH TO THE MARK GO IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4413'HIGHWAY 40 BRIDGE NUMBER 37002 OVER CREEK, 2.80 MI (4.5 KM) WEST ALONG
 DM4413'TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 WEST AND TRUNK
 DM4413'HIGHWAY 75 IN MADISON, AT TRUNK HIGHWAY 40 MILE POINT 9.80, 24.0 FT
 DM4413'(7.3 M) SOUTH OF TRUNK HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4414 ***********************************************************************
 DM4414  DESIGNATION -  3708 G
 DM4414  PID         -  DM4414
 DM4414  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4414  COUNTRY     -  US
 DM4414  USGS QUAD   -  HAYDENVILLE (1971)
 DM4414
 DM4414                         *CURRENT SURVEY CONTROL
 DM4414  ______________________________________________________________________
 DM4414* NAD 83(1986) POSITION- 45 00 32.     (N) 096 16 07.     (W)   SCALED    
 DM4414* NAVD 88 ORTHO HEIGHT -   325.750  (meters)    1068.73  (feet) ADJUSTED  
 DM4414  ______________________________________________________________________
 DM4414  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 DM4414  DYNAMIC HEIGHT  -        325.721 (meters)     1068.64  (feet) COMP
 DM4414  MODELED GRAVITY -    980,520.1   (mgal)                       NAVD 88
 DM4414
 DM4414  VERT ORDER      -  SECOND    CLASS I
 DM4414
 DM4414.The horizontal coordinates were scaled from a topographic map and have
 DM4414.an estimated accuracy of +/- 6 seconds.
 DM4414.
 DM4414.The orthometric height was determined by differential leveling and
 DM4414.adjusted in February 2011.
 DM4414
 DM4414.The dynamic height is computed by dividing the NAVD 88
 DM4414.geopotential number by the normal gravity value computed on the
 DM4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4414.degrees latitude (g = 980.6199 gals.).
 DM4414
 DM4414.The modeled gravity was interpolated from observed gravity values.
 DM4414
 DM4414;                    North         East    Units  Estimated Accuracy
 DM4414;SPC MN S     -   325,700.      621,190.      MT  (+/- 180 meters Scaled)
 DM4414
 DM4414                          SUPERSEDED SURVEY CONTROL
 DM4414
 DM4414.No superseded survey control is available for this station.
 DM4414
 DM4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ152875(NAD 83)
 DM4414
 DM4414_MARKER: DD = SURVEY DISK
 DM4414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4414_STAMPING: 3708 G 2006
 DM4414_MARK LOGO: MNDT  
 DM4414_PROJECTION: FLUSH
 DM4414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4414+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4414_ROD/PIPE-DEPTH:  4.0 meters
 DM4414
 DM4414  HISTORY     - Date     Condition        Report By
 DM4414  HISTORY     - 2006     MONUMENTED       MNDT
 DM4414
 DM4414                          STATION DESCRIPTION
 DM4414
 DM4414'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4414'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST OF MARIETTA, 3.6 MI
 DM4414'(5.8 KM) WEST OF MADISON AND 2.0 MI (3.2 KM) EAST OF HAYDENVILLE.
 DM4414' 
 DM4414'TO REACH TO THE MARK GO 3.60 MI (5.8 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4414'FROM THE JUNCTION OF TRUNK HIGHWAY 40 WEST AND TRUNK HIGHWAY 75 IN
 DM4414'MADISON, AT TRUNK HIGHWAY 40 MILE POINT 9.0, 122.0 FT (37.2 M) SOUTH
 DM4414'OF TRUNK HIGHWAY 40, 79.0 FT (24.1 M) EAST OF COUNTY ROAD 55, 63.5 FT
 DM4414'(19.4 M) SOUTH-SOUTHEAST OF POWER-POLE WITH GUY WIRES, 1.0 FT (0.3 M)
 DM4414'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4415 ***********************************************************************
 DM4415  DESIGNATION -  3708 H
 DM4415  PID         -  DM4415
 DM4415  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4415  COUNTRY     -  US
 DM4415  USGS QUAD   -  HAYDENVILLE (1971)
 DM4415
 DM4415                         *CURRENT SURVEY CONTROL
 DM4415  ______________________________________________________________________
 DM4415* NAD 83(1986) POSITION- 45 00 34.     (N) 096 17 20.     (W)   SCALED    
 DM4415* NAVD 88 ORTHO HEIGHT -   327.811  (meters)    1075.49  (feet) ADJUSTED  
 DM4415  ______________________________________________________________________
 DM4415  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 DM4415  DYNAMIC HEIGHT  -        327.782 (meters)     1075.40  (feet) COMP
 DM4415  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 DM4415
 DM4415  VERT ORDER      -  SECOND    CLASS I
 DM4415
 DM4415.The horizontal coordinates were scaled from a topographic map and have
 DM4415.an estimated accuracy of +/- 6 seconds.
 DM4415.
 DM4415.The orthometric height was determined by differential leveling and
 DM4415.adjusted in February 2011.
 DM4415
 DM4415.The dynamic height is computed by dividing the NAVD 88
 DM4415.geopotential number by the normal gravity value computed on the
 DM4415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4415.degrees latitude (g = 980.6199 gals.).
 DM4415
 DM4415.The modeled gravity was interpolated from observed gravity values.
 DM4415
 DM4415;                    North         East    Units  Estimated Accuracy
 DM4415;SPC MN S     -   325,800.      619,590.      MT  (+/- 180 meters Scaled)
 DM4415
 DM4415                          SUPERSEDED SURVEY CONTROL
 DM4415
 DM4415.No superseded survey control is available for this station.
 DM4415
 DM4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ136875(NAD 83)
 DM4415
 DM4415_MARKER: DD = SURVEY DISK
 DM4415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4415_STAMPING: 3708 H 2006
 DM4415_MARK LOGO: MNDT  
 DM4415_PROJECTION: FLUSH
 DM4415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4415+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4415_ROD/PIPE-DEPTH: 10.4 meters
 DM4415
 DM4415  HISTORY     - Date     Condition        Report By
 DM4415  HISTORY     - 2006     MONUMENTED       MNDT
 DM4415
 DM4415                          STATION DESCRIPTION
 DM4415
 DM4415'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4415'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST OF MARIETTA, 4.6 MI
 DM4415'(7.4 KM) WEST OF MADISON AND 1.0 MI (1.6 KM) EAST OF HAYDENVILLE.
 DM4415' 
 DM4415'TO REACH TO THE MARK GO 4.60 MI (7.4 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4415'FROM THE JUNCTION OF TRUNK HIGHWAY 40 WEST AND TRUNK HIGHWAY 75 IN
 DM4415'MADISON, AT TRUNK HIGHWAY 40 MILE POINT 8.0, 89.0 FT (27.1 M) NORTH OF
 DM4415'TRUNK HIGHWAY 40, 33.0 FT (10.1 M) EAST OF 181ST AVENUE, 14.0 FT (4.3
 DM4415'M) NORTH OF RIGHT OF WAY POST, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4416 ***********************************************************************
 DM4416  DESIGNATION -  3708 J
 DM4416  PID         -  DM4416
 DM4416  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4416  COUNTRY     -  US
 DM4416  USGS QUAD   -  HAYDENVILLE (1971)
 DM4416
 DM4416                         *CURRENT SURVEY CONTROL
 DM4416  ______________________________________________________________________
 DM4416* NAD 83(1986) POSITION- 45 00 31.     (N) 096 18 34.     (W)   SCALED    
 DM4416* NAVD 88 ORTHO HEIGHT -   329.762  (meters)    1081.89  (feet) ADJUSTED  
 DM4416  ______________________________________________________________________
 DM4416  GEOID HEIGHT    -        -25.96  (meters)                     GEOID09
 DM4416  DYNAMIC HEIGHT  -        329.733 (meters)     1081.80  (feet) COMP
 DM4416  MODELED GRAVITY -    980,519.1   (mgal)                       NAVD 88
 DM4416
 DM4416  VERT ORDER      -  SECOND    CLASS I
 DM4416
 DM4416.The horizontal coordinates were scaled from a topographic map and have
 DM4416.an estimated accuracy of +/- 6 seconds.
 DM4416.
 DM4416.The orthometric height was determined by differential leveling and
 DM4416.adjusted in February 2011.
 DM4416
 DM4416.The dynamic height is computed by dividing the NAVD 88
 DM4416.geopotential number by the normal gravity value computed on the
 DM4416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4416.degrees latitude (g = 980.6199 gals.).
 DM4416
 DM4416.The modeled gravity was interpolated from observed gravity values.
 DM4416
 DM4416;                    North         East    Units  Estimated Accuracy
 DM4416;SPC MN S     -   325,760.      617,970.      MT  (+/- 180 meters Scaled)
 DM4416
 DM4416                          SUPERSEDED SURVEY CONTROL
 DM4416
 DM4416.No superseded survey control is available for this station.
 DM4416
 DM4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ120874(NAD 83)
 DM4416
 DM4416_MARKER: DD = SURVEY DISK
 DM4416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4416_STAMPING: 3708 J 2006
 DM4416_MARK LOGO: MNDT  
 DM4416_PROJECTION: RECESSED 5 CENTIMETERS
 DM4416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4416+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4416_ROD/PIPE-DEPTH:  7.6 meters
 DM4416
 DM4416  HISTORY     - Date     Condition        Report By
 DM4416  HISTORY     - 2006     MONUMENTED       MNDT
 DM4416
 DM4416                          STATION DESCRIPTION
 DM4416
 DM4416'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4416'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) WEST OF MADISON, 5.3 MI
 DM4416'(8.5 KM) EAST OF MARIETTA AND IN THE TOWN OF HAYDENVILLE,.
 DM4416' 
 DM4416'TO REACH TO THE MARK GO 5.60 MI (9.0 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4416'FROM THE JUNCTION OF TRUNK HIGHWAY 40 WEST AND TRUNK HIGHWAY 75 IN
 DM4416'MADISON, AT TRUNK HIGHWAY 40 MILE POINT 7.0, 119.0 FT (36.3 M) SOUTH
 DM4416'OF TRUNK HIGHWAY 40, 80.5 FT (24.5 M) EAST OF COUNTY ROAD 13, 1.0 FT
 DM4416'(0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4418 ***********************************************************************
 DM4418  DESIGNATION -  3708 K
 DM4418  PID         -  DM4418
 DM4418  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4418  COUNTRY     -  US
 DM4418  USGS QUAD   -  HAYDENVILLE (1971)
 DM4418
 DM4418                         *CURRENT SURVEY CONTROL
 DM4418  ______________________________________________________________________
 DM4418* NAD 83(1986) POSITION- 45 00 31.     (N) 096 21 12.     (W)   SCALED    
 DM4418* NAVD 88 ORTHO HEIGHT -   335.424  (meters)    1100.47  (feet) ADJUSTED  
 DM4418  ______________________________________________________________________
 DM4418  GEOID HEIGHT    -        -25.91  (meters)                     GEOID09
 DM4418  DYNAMIC HEIGHT  -        335.394 (meters)     1100.37  (feet) COMP
 DM4418  MODELED GRAVITY -    980,518.3   (mgal)                       NAVD 88
 DM4418
 DM4418  VERT ORDER      -  SECOND    CLASS I
 DM4418
 DM4418.The horizontal coordinates were scaled from a topographic map and have
 DM4418.an estimated accuracy of +/- 6 seconds.
 DM4418.
 DM4418.The orthometric height was determined by differential leveling and
 DM4418.adjusted in February 2011.
 DM4418
 DM4418.The dynamic height is computed by dividing the NAVD 88
 DM4418.geopotential number by the normal gravity value computed on the
 DM4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4418.degrees latitude (g = 980.6199 gals.).
 DM4418
 DM4418.The modeled gravity was interpolated from observed gravity values.
 DM4418
 DM4418;                    North         East    Units  Estimated Accuracy
 DM4418;SPC MN S     -   325,850.      614,510.      MT  (+/- 180 meters Scaled)
 DM4418
 DM4418                          SUPERSEDED SURVEY CONTROL
 DM4418
 DM4418.No superseded survey control is available for this station.
 DM4418
 DM4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ085873(NAD 83)
 DM4418
 DM4418_MARKER: DD = SURVEY DISK
 DM4418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4418_STAMPING: 3708 K 2006
 DM4418_MARK LOGO: MNDT  
 DM4418_PROJECTION: RECESSED 5 CENTIMETERS
 DM4418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4418+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4418_ROD/PIPE-DEPTH:  6.1 meters
 DM4418
 DM4418  HISTORY     - Date     Condition        Report By
 DM4418  HISTORY     - 2006     MONUMENTED       MNDT
 DM4418
 DM4418                          STATION DESCRIPTION
 DM4418
 DM4418'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4418'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST OF MADISON, 3.1 MI
 DM4418'(5.0 KM) EAST OF MARIETTA AND 2.2 MI (3.5 KM) WEST OF HAYDENVILLE.
 DM4418' 
 DM4418'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4418'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND COUNTY ROAD 7 IN MARIETTA,
 DM4418'AT TRUNK HIGHWAY 40 MILE POINT 4.85, 107.4 FT (32.7 M) NORTH OF TRUNK
 DM4418'HIGHWAY 40, 96.0 FT (29.3 M) WEST OF COUNTY ROAD 5 54.0 FT (16.5 M)
 DM4418'NORTHWEST OF CABLE BOX NUMBER E11, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DM4418'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4419 ***********************************************************************
 DM4419  DESIGNATION -  3708 L
 DM4419  PID         -  DM4419
 DM4419  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4419  COUNTRY     -  US
 DM4419  USGS QUAD   -  HAYDENVILLE (1971)
 DM4419
 DM4419                         *CURRENT SURVEY CONTROL
 DM4419  ______________________________________________________________________
 DM4419* NAD 83(1986) POSITION- 45 00 30.     (N) 096 22 27.     (W)   SCALED    
 DM4419* NAVD 88 ORTHO HEIGHT -   336.103  (meters)    1102.70  (feet) ADJUSTED  
 DM4419  ______________________________________________________________________
 DM4419  GEOID HEIGHT    -        -25.88  (meters)                     GEOID09
 DM4419  DYNAMIC HEIGHT  -        336.073 (meters)     1102.60  (feet) COMP
 DM4419  MODELED GRAVITY -    980,518.0   (mgal)                       NAVD 88
 DM4419
 DM4419  VERT ORDER      -  SECOND    CLASS I
 DM4419
 DM4419.The horizontal coordinates were scaled from a topographic map and have
 DM4419.an estimated accuracy of +/- 6 seconds.
 DM4419.
 DM4419.The orthometric height was determined by differential leveling and
 DM4419.adjusted in February 2011.
 DM4419
 DM4419.The dynamic height is computed by dividing the NAVD 88
 DM4419.geopotential number by the normal gravity value computed on the
 DM4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4419.degrees latitude (g = 980.6199 gals.).
 DM4419
 DM4419.The modeled gravity was interpolated from observed gravity values.
 DM4419
 DM4419;                    North         East    Units  Estimated Accuracy
 DM4419;SPC MN S     -   325,870.      612,870.      MT  (+/- 180 meters Scaled)
 DM4419
 DM4419                          SUPERSEDED SURVEY CONTROL
 DM4419
 DM4419.No superseded survey control is available for this station.
 DM4419
 DM4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ069872(NAD 83)
 DM4419
 DM4419_MARKER: DD = SURVEY DISK
 DM4419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4419_SP_SET: SET IN BRIDGE WING WALL
 DM4419_STAMPING: 3708 L 2006
 DM4419_MARK LOGO: MNDT  
 DM4419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4419+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4419
 DM4419  HISTORY     - Date     Condition        Report By
 DM4419  HISTORY     - 2006     MONUMENTED       MNDT
 DM4419
 DM4419                          STATION DESCRIPTION
 DM4419
 DM4419'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4419'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST OF MADISON, 3.2 MI
 DM4419'(5.1 KM) WEST OF HAYDENVILLE AND 2.1 MI (3.4 KM) EAST OF MARIETTA.
 DM4419' 
 DM4419'TO REACH TO THE MARK GO TO ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4419'HIGHWAY 40 BRIDGE NUMBER 37001 OVER DITCH, 2.0 MI (3.2 KM) EAST ALONG
 DM4419'TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND COUNTY ROAD
 DM4419'7 IN MARIETTA, AT TRUNK HIGHWAY 40 MILE POINT 3.80, 24.0 FT (7.3 M)
 DM4419'SOUTH OF TRUNK HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4420 ***********************************************************************
 DM4420  DESIGNATION -  3708 M
 DM4420  PID         -  DM4420
 DM4420  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4420  COUNTRY     -  US
 DM4420  USGS QUAD   -  MARIETTA (1971)
 DM4420
 DM4420                         *CURRENT SURVEY CONTROL
 DM4420  ______________________________________________________________________
 DM4420* NAD 83(1986) POSITION- 45 00 29.     (N) 096 23 39.     (W)   SCALED    
 DM4420* NAVD 88 ORTHO HEIGHT -   336.588  (meters)    1104.29  (feet) ADJUSTED  
 DM4420  ______________________________________________________________________
 DM4420  GEOID HEIGHT    -        -25.86  (meters)                     GEOID09
 DM4420  DYNAMIC HEIGHT  -        336.558 (meters)     1104.19  (feet) COMP
 DM4420  MODELED GRAVITY -    980,517.7   (mgal)                       NAVD 88
 DM4420
 DM4420  VERT ORDER      -  SECOND    CLASS I
 DM4420
 DM4420.The horizontal coordinates were scaled from a topographic map and have
 DM4420.an estimated accuracy of +/- 6 seconds.
 DM4420.
 DM4420.The orthometric height was determined by differential leveling and
 DM4420.adjusted in February 2011.
 DM4420
 DM4420.The dynamic height is computed by dividing the NAVD 88
 DM4420.geopotential number by the normal gravity value computed on the
 DM4420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4420.degrees latitude (g = 980.6199 gals.).
 DM4420
 DM4420.The modeled gravity was interpolated from observed gravity values.
 DM4420
 DM4420;                    North         East    Units  Estimated Accuracy
 DM4420;SPC MN S     -   325,890.      611,290.      MT  (+/- 180 meters Scaled)
 DM4420
 DM4420                          SUPERSEDED SURVEY CONTROL
 DM4420
 DM4420.No superseded survey control is available for this station.
 DM4420
 DM4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ053871(NAD 83)
 DM4420
 DM4420_MARKER: DD = SURVEY DISK
 DM4420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4420_STAMPING: 3708 M 2006
 DM4420_MARK LOGO: MNDT  
 DM4420_PROJECTION: FLUSH
 DM4420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4420+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4420_ROD/PIPE-DEPTH:  7.6 meters
 DM4420
 DM4420  HISTORY     - Date     Condition        Report By
 DM4420  HISTORY     - 2006     MONUMENTED       MNDT
 DM4420
 DM4420                          STATION DESCRIPTION
 DM4420
 DM4420'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4420'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST OF MADISON, 4.2 MI
 DM4420'(6.8 KM) WEST OF HAYDENVILLE AND 1.1 MI (1.8 KM) EAST OF MARIETTA.
 DM4420' 
 DM4420'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 40
 DM4420'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND COUNTY ROAD 7 IN MARIETTA,
 DM4420'AT TRUNK HIGHWAY 40 MILE POINT 2.80, 75.0 FT (22.9 M) SOUTH OF TRUNK
 DM4420'HIGHWAY 40, 69.0 FT (21.0 M) WEST OF 131ST STREET, 24.2 FT (7.4 M)
 DM4420'WEST OF CABLE BOX NUMBER ME2, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4422 ***********************************************************************
 DM4422  DESIGNATION -  3708 N
 DM4422  PID         -  DM4422
 DM4422  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4422  COUNTRY     -  US
 DM4422  USGS QUAD   -  MARIETTA (1971)
 DM4422
 DM4422                         *CURRENT SURVEY CONTROL
 DM4422  ______________________________________________________________________
 DM4422* NAD 83(1986) POSITION- 45 00 23.     (N) 096 24 54.     (W)   SCALED    
 DM4422* NAVD 88 ORTHO HEIGHT -   340.945  (meters)    1118.58  (feet) ADJUSTED  
 DM4422  ______________________________________________________________________
 DM4422  GEOID HEIGHT    -        -25.83  (meters)                     GEOID09
 DM4422  DYNAMIC HEIGHT  -        340.915 (meters)     1118.49  (feet) COMP
 DM4422  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 DM4422
 DM4422  VERT ORDER      -  SECOND    CLASS I
 DM4422
 DM4422.The horizontal coordinates were scaled from a topographic map and have
 DM4422.an estimated accuracy of +/- 6 seconds.
 DM4422.
 DM4422.The orthometric height was determined by differential leveling and
 DM4422.adjusted in February 2011.
 DM4422
 DM4422.The dynamic height is computed by dividing the NAVD 88
 DM4422.geopotential number by the normal gravity value computed on the
 DM4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4422.degrees latitude (g = 980.6199 gals.).
 DM4422
 DM4422.The modeled gravity was interpolated from observed gravity values.
 DM4422
 DM4422;                    North         East    Units  Estimated Accuracy
 DM4422;SPC MN S     -   325,750.      609,640.      MT  (+/- 180 meters Scaled)
 DM4422
 DM4422                          SUPERSEDED SURVEY CONTROL
 DM4422
 DM4422.No superseded survey control is available for this station.
 DM4422
 DM4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ037869(NAD 83)
 DM4422
 DM4422_MARKER: DD = SURVEY DISK
 DM4422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4422_STAMPING: 3708 N 2006
 DM4422_MARK LOGO: MNDT  
 DM4422_PROJECTION: FLUSH
 DM4422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4422+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4422_ROD/PIPE-DEPTH:  6.1 meters
 DM4422
 DM4422  HISTORY     - Date     Condition        Report By
 DM4422  HISTORY     - 2006     MONUMENTED       MNDT
 DM4422
 DM4422                          STATION DESCRIPTION
 DM4422
 DM4422'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4422'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF ROSEN, 5.2 MI
 DM4422'(8.4 KM) WEST OF HAYDENVILLE AND IN THE TOWN OF MARIETTA, .
 DM4422' 
 DM4422'TO REACH TO THE MARK GO AT THE JUNCTION OF TRUNK HIGHWAY 40 AND COUNTY
 DM4422'ROAD 7 IN MARIETTA, AT TRUNK HIGHWAY 40 MILE POINT 1.80, 120.0 FT
 DM4422'(36.6 M) NORTH OF TRUNK HIGHWAY 40, 76.5 FT (23.3 M) WEST OF COUNTY
 DM4422'ROAD 7, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4423 ***********************************************************************
 DM4423  DESIGNATION -  3708 N 1
 DM4423  PID         -  DM4423
 DM4423  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4423  COUNTRY     -  US
 DM4423  USGS QUAD   -  MARIETTA (1971)
 DM4423
 DM4423                         *CURRENT SURVEY CONTROL
 DM4423  ______________________________________________________________________
 DM4423* NAD 83(1986) POSITION- 45 01 58.     (N) 096 24 54.     (W)   SCALED    
 DM4423* NAVD 88 ORTHO HEIGHT -   340.374  (meters)    1116.71  (feet) ADJUSTED  
 DM4423  ______________________________________________________________________
 DM4423  GEOID HEIGHT    -        -25.85  (meters)                     GEOID09
 DM4423  DYNAMIC HEIGHT  -        340.344 (meters)     1116.61  (feet) COMP
 DM4423  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 DM4423
 DM4423  VERT ORDER      -  SECOND    CLASS I
 DM4423
 DM4423.The horizontal coordinates were scaled from a topographic map and have
 DM4423.an estimated accuracy of +/- 6 seconds.
 DM4423.
 DM4423.The orthometric height was determined by differential leveling and
 DM4423.adjusted in February 2011.
 DM4423
 DM4423.No vertical observational check was made to the station.
 DM4423
 DM4423.The dynamic height is computed by dividing the NAVD 88
 DM4423.geopotential number by the normal gravity value computed on the
 DM4423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4423.degrees latitude (g = 980.6199 gals.).
 DM4423
 DM4423.The modeled gravity was interpolated from observed gravity values.
 DM4423
 DM4423;                    North         East    Units  Estimated Accuracy
 DM4423;SPC MN S     -   328,680.      609,730.      MT  (+/- 180 meters Scaled)
 DM4423
 DM4423                          SUPERSEDED SURVEY CONTROL
 DM4423
 DM4423.No superseded survey control is available for this station.
 DM4423
 DM4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ036898(NAD 83)
 DM4423
 DM4423_MARKER: DD = SURVEY DISK
 DM4423_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4423_STAMPING: 3708 N 1 2006
 DM4423_MARK LOGO: MNDT  
 DM4423_PROJECTION: FLUSH
 DM4423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4423+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4423_ROD/PIPE-DEPTH: 10.7 meters
 DM4423
 DM4423  HISTORY     - Date     Condition        Report By
 DM4423  HISTORY     - 2006     MONUMENTED       MNDT
 DM4423
 DM4423                          STATION DESCRIPTION
 DM4423
 DM4423'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4423'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH OF ROSEN, 5.4 MI
 DM4423'(8.7 KM) WEST-NORTHWEST OF HAYDENVILLE AND 1.7 MI (2.7 KM) NORTH OF
 DM4423'MARIETTA.
 DM4423' 
 DM4423'TO REACH TO THE MARK GO 1.50 MI (2.4 KM) NORTH ALONG COUNTY ROAD 7
 DM4423'FROM THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA,
 DM4423'77.5 FT (23.6 M) NORTH OF DRIVEWAY NUMBER 2565, 67.0 FT (20.4 M) WEST
 DM4423'OF COUNTY ROAD 7, 24.7 FT (7.5 M) SOUTH OF POWER-POLE WITH GUY WIRE,
 DM4423'1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4067 ***********************************************************************
 DM4067  DESIGNATION -  3708 N 10
 DM4067  PID         -  DM4067
 DM4067  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4067  COUNTRY     -  US
 DM4067  USGS QUAD   -  GARY NW (1967)
 DM4067
 DM4067                         *CURRENT SURVEY CONTROL
 DM4067  ______________________________________________________________________
 DM4067* NAD 83(1986) POSITION- 44 52 54.     (N) 096 25 10.     (W)   SCALED    
 DM4067* NAVD 88 ORTHO HEIGHT -   361.714  (meters)    1186.72  (feet) ADJUSTED  
 DM4067  ______________________________________________________________________
 DM4067  GEOID HEIGHT    -        -25.74  (meters)                     GEOID09
 DM4067  DYNAMIC HEIGHT  -        361.675 (meters)     1186.60  (feet) COMP
 DM4067  MODELED GRAVITY -    980,499.2   (mgal)                       NAVD 88
 DM4067
 DM4067  VERT ORDER      -  SECOND    CLASS I
 DM4067
 DM4067.The horizontal coordinates were scaled from a topographic map and have
 DM4067.an estimated accuracy of +/- 6 seconds.
 DM4067.
 DM4067.The orthometric height was determined by differential leveling and
 DM4067.adjusted in January 2011.
 DM4067
 DM4067.The dynamic height is computed by dividing the NAVD 88
 DM4067.geopotential number by the normal gravity value computed on the
 DM4067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4067.degrees latitude (g = 980.6199 gals.).
 DM4067
 DM4067.The modeled gravity was interpolated from observed gravity values.
 DM4067
 DM4067;                    North         East    Units  Estimated Accuracy
 DM4067;SPC MN S     -   311,910.      608,880.      MT  (+/- 180 meters Scaled)
 DM4067
 DM4067                          SUPERSEDED SURVEY CONTROL
 DM4067
 DM4067.No superseded survey control is available for this station.
 DM4067
 DM4067_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ038730(NAD 83)
 DM4067
 DM4067_MARKER: DD = SURVEY DISK
 DM4067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4067_STAMPING: 3708 N 10 2006
 DM4067_MARK LOGO: MNDT  
 DM4067_PROJECTION: FLUSH
 DM4067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4067+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4067_ROD/PIPE-DEPTH:  6.1 meters
 DM4067
 DM4067  HISTORY     - Date     Condition        Report By
 DM4067  HISTORY     - 2006     MONUMENTED       MNDT
 DM4067
 DM4067                          STATION DESCRIPTION
 DM4067
 DM4067'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4067'THE MARK IS 9.0 MI (14.5 KM) SOUTH OF MARIETTA, 3.85 MI (6.2 KM) SOUTH
 DM4067'ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND HIGHWAY 212
 DM4067'(THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF MARIETTA).
 DM4067' 
 DM4067'IT IS 63.6 FT (19.4 M) EAST OF COUNTY ROAD 7, 41.2 FT (12.6 M) NORTH
 DM4067'OF A FIELD ENTRANCE, 1.8 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4068 ***********************************************************************
 DM4068  DESIGNATION -  3708 N 11
 DM4068  PID         -  DM4068
 DM4068  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4068  COUNTRY     -  US
 DM4068  USGS QUAD   -  GARY (1967)
 DM4068
 DM4068                         *CURRENT SURVEY CONTROL
 DM4068  ______________________________________________________________________
 DM4068* NAD 83(1986) POSITION- 44 51 56.     (N) 096 25 11.     (W)   SCALED    
 DM4068* NAVD 88 ORTHO HEIGHT -   364.081  (meters)    1194.49  (feet) ADJUSTED  
 DM4068  ______________________________________________________________________
 DM4068  GEOID HEIGHT    -        -25.72  (meters)                     GEOID09
 DM4068  DYNAMIC HEIGHT  -        364.041 (meters)     1194.36  (feet) COMP
 DM4068  MODELED GRAVITY -    980,496.8   (mgal)                       NAVD 88
 DM4068
 DM4068  VERT ORDER      -  SECOND    CLASS I
 DM4068
 DM4068.The horizontal coordinates were scaled from a topographic map and have
 DM4068.an estimated accuracy of +/- 6 seconds.
 DM4068.
 DM4068.The orthometric height was determined by differential leveling and
 DM4068.adjusted in January 2011.
 DM4068
 DM4068.The dynamic height is computed by dividing the NAVD 88
 DM4068.geopotential number by the normal gravity value computed on the
 DM4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4068.degrees latitude (g = 980.6199 gals.).
 DM4068
 DM4068.The modeled gravity was interpolated from observed gravity values.
 DM4068
 DM4068;                    North         East    Units  Estimated Accuracy
 DM4068;SPC MN S     -   310,120.      608,810.      MT  (+/- 180 meters Scaled)
 DM4068
 DM4068                          SUPERSEDED SURVEY CONTROL
 DM4068
 DM4068.No superseded survey control is available for this station.
 DM4068
 DM4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ038712(NAD 83)
 DM4068
 DM4068_MARKER: DV = VERTICAL CONTROL DISK
 DM4068_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4068_SP_SET: BRIDGE ABUTMENT
 DM4068_STAMPING: 3708 N 11 2006
 DM4068_MARK LOGO: MNDT  
 DM4068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4068+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4068
 DM4068  HISTORY     - Date     Condition        Report By
 DM4068  HISTORY     - 1979     MONUMENTED       MNDT
 DM4068  HISTORY     - 20060912 GOOD             MNDT
 DM4068
 DM4068                          STATION DESCRIPTION
 DM4068
 DM4068'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4068'THE MARK IS 10.0 MILES (16.1 KM) SOUTH OF MARIETTA, IN ABUTMENT IN
 DM4068'SOUTHEAST CORNER OF COUNTY ROAD 7 BRIDGE NUMBER 37525 OVER LAC QUI
 DM4068'PARLE RIVER, 4.95 MILES (7.97 KM) SOUTH ALONG COUNTY ROAD 7 FROM
 DM4068'JUNCTION OF COUNTY ROAD 7 AND HIGHWAY 212 (THE JUNCTION IS 5.0 MILES
 DM4068'(8.0 KM) SOUTH OF MARIETTA).
 DM4068' 
 DM4068'IT IS 20 FEET (6.1 M) EAST OF COUNTY ROAD 7.
 DM4068' 
 DM4068'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1979 THEN STAMPED WHEN USED IN
 DM4068'2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4069 ***********************************************************************
 DM4069  DESIGNATION -  3708 N 12
 DM4069  PID         -  DM4069
 DM4069  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4069  COUNTRY     -  US
 DM4069  USGS QUAD   -  GARY (1967)
 DM4069
 DM4069                         *CURRENT SURVEY CONTROL
 DM4069  ______________________________________________________________________
 DM4069* NAD 83(1986) POSITION- 44 50 30.     (N) 096 25 13.     (W)   SCALED    
 DM4069* NAVD 88 ORTHO HEIGHT -   379.727  (meters)    1245.82  (feet) ADJUSTED  
 DM4069  ______________________________________________________________________
 DM4069  GEOID HEIGHT    -        -25.70  (meters)                     GEOID09
 DM4069  DYNAMIC HEIGHT  -        379.684 (meters)     1245.68  (feet) COMP
 DM4069  MODELED GRAVITY -    980,492.5   (mgal)                       NAVD 88
 DM4069
 DM4069  VERT ORDER      -  SECOND    CLASS I
 DM4069
 DM4069.The horizontal coordinates were scaled from a topographic map and have
 DM4069.an estimated accuracy of +/- 6 seconds.
 DM4069.
 DM4069.The orthometric height was determined by differential leveling and
 DM4069.adjusted in January 2011.
 DM4069
 DM4069.The dynamic height is computed by dividing the NAVD 88
 DM4069.geopotential number by the normal gravity value computed on the
 DM4069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4069.degrees latitude (g = 980.6199 gals.).
 DM4069
 DM4069.The modeled gravity was interpolated from observed gravity values.
 DM4069
 DM4069;                    North         East    Units  Estimated Accuracy
 DM4069;SPC MN S     -   307,470.      608,680.      MT  (+/- 180 meters Scaled)
 DM4069
 DM4069                          SUPERSEDED SURVEY CONTROL
 DM4069
 DM4069.No superseded survey control is available for this station.
 DM4069
 DM4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ038685(NAD 83)
 DM4069
 DM4069_MARKER: DD = SURVEY DISK
 DM4069_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4069_STAMPING: 3708 N 12 2006
 DM4069_MARK LOGO: MNDT  
 DM4069_PROJECTION: FLUSH
 DM4069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4069+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4069_ROD/PIPE-DEPTH:  3.7 meters
 DM4069
 DM4069  HISTORY     - Date     Condition        Report By
 DM4069  HISTORY     - 2006     MONUMENTED       MNDT
 DM4069
 DM4069                          STATION DESCRIPTION
 DM4069
 DM4069'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4069'THE MARK IS 11.5 MI (18.5 KM) SOUTH OF MARIETTA, 6.65 MI (10.7 KM)
 DM4069'SOUTH ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND
 DM4069'HIGHWAY 212 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF MARIETTA).
 DM4069' 
 DM4069'IT IS 71.1 FT (21.7 M) WEST OF COUNTY ROAD 7, 1.7 FT (0.5 M) EAST OF A
 DM4069'FENCE CORNER, 1.3 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4070 ***********************************************************************
 DM4070  DESIGNATION -  3708 N 13
 DM4070  PID         -  DM4070
 DM4070  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4070  COUNTRY     -  US
 DM4070  USGS QUAD   -  GARY (1967)
 DM4070
 DM4070                         *CURRENT SURVEY CONTROL
 DM4070  ______________________________________________________________________
 DM4070* NAD 83(1986) POSITION- 44 49 10.     (N) 096 25 13.     (W)   SCALED    
 DM4070* NAVD 88 ORTHO HEIGHT -   398.078  (meters)    1306.03  (feet) ADJUSTED  
 DM4070  ______________________________________________________________________
 DM4070  GEOID HEIGHT    -        -25.67  (meters)                     GEOID09
 DM4070  DYNAMIC HEIGHT  -        398.031 (meters)     1305.87  (feet) COMP
 DM4070  MODELED GRAVITY -    980,487.2   (mgal)                       NAVD 88
 DM4070
 DM4070  VERT ORDER      -  SECOND    CLASS I
 DM4070
 DM4070.The horizontal coordinates were scaled from a topographic map and have
 DM4070.an estimated accuracy of +/- 6 seconds.
 DM4070.
 DM4070.The orthometric height was determined by differential leveling and
 DM4070.adjusted in January 2011.
 DM4070
 DM4070.The dynamic height is computed by dividing the NAVD 88
 DM4070.geopotential number by the normal gravity value computed on the
 DM4070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4070.degrees latitude (g = 980.6199 gals.).
 DM4070
 DM4070.The modeled gravity was interpolated from observed gravity values.
 DM4070
 DM4070;                    North         East    Units  Estimated Accuracy
 DM4070;SPC MN S     -   305,000.      608,610.      MT  (+/- 180 meters Scaled)
 DM4070
 DM4070                          SUPERSEDED SURVEY CONTROL
 DM4070
 DM4070.No superseded survey control is available for this station.
 DM4070
 DM4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ039661(NAD 83)
 DM4070
 DM4070_MARKER: DD = SURVEY DISK
 DM4070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4070_STAMPING: 3708 N 13 2006
 DM4070_MARK LOGO: MNDT  
 DM4070_PROJECTION: FLUSH
 DM4070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4070+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4070_ROD/PIPE-DEPTH:  6.1 meters
 DM4070
 DM4070  HISTORY     - Date     Condition        Report By
 DM4070  HISTORY     - 2006     MONUMENTED       MNDT
 DM4070
 DM4070                          STATION DESCRIPTION
 DM4070
 DM4070'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4070'THE MARK IS 13.0 MI (20.9 KM) SOUTH OF MARIETTA, 8.15 MI (13.1 KM)
 DM4070'SOUTH ALONG COUNTY ROAD 7 FROM THE JUNCTION OF COUNTY ROAD 7 AND
 DM4070'HIGHWAY 212 (THE JUNCTION IS 5.0 MI (8.0 KM) SOUTH OF MARIETTA).
 DM4070' 
 DM4070'IT IS 105.5 FT (32.2 M) WEST OF COUNTY ROAD 7, 79.7 FT (24.3 M) SOUTH
 DM4070'OF 110TH STREET NORTH, 1.9 FT (0.6 M) NORTHEAST OF A FENCE, 1.8 FT
 DM4070'(0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4424 ***********************************************************************
 DM4424  DESIGNATION -  3708 N 2
 DM4424  PID         -  DM4424
 DM4424  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4424  COUNTRY     -  US
 DM4424  USGS QUAD   -  MARIETTA (1971)
 DM4424
 DM4424                         *CURRENT SURVEY CONTROL
 DM4424  ______________________________________________________________________
 DM4424* NAD 83(1986) POSITION- 45 03 26.     (N) 096 24 54.     (W)   SCALED    
 DM4424* NAVD 88 ORTHO HEIGHT -   344.016  (meters)    1128.66  (feet) ADJUSTED  
 DM4424  ______________________________________________________________________
 DM4424  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 DM4424  DYNAMIC HEIGHT  -        343.986 (meters)     1128.56  (feet) COMP
 DM4424  MODELED GRAVITY -    980,521.7   (mgal)                       NAVD 88
 DM4424
 DM4424  VERT ORDER      -  SECOND    CLASS I
 DM4424
 DM4424.The horizontal coordinates were scaled from a topographic map and have
 DM4424.an estimated accuracy of +/- 6 seconds.
 DM4424.
 DM4424.The orthometric height was determined by differential leveling and
 DM4424.adjusted in February 2011.
 DM4424
 DM4424.No vertical observational check was made to the station.
 DM4424
 DM4424.The dynamic height is computed by dividing the NAVD 88
 DM4424.geopotential number by the normal gravity value computed on the
 DM4424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4424.degrees latitude (g = 980.6199 gals.).
 DM4424
 DM4424.The modeled gravity was interpolated from observed gravity values.
 DM4424
 DM4424;                    North         East    Units  Estimated Accuracy
 DM4424;SPC MN S     -   331,400.      609,810.      MT  (+/- 180 meters Scaled)
 DM4424
 DM4424                          SUPERSEDED SURVEY CONTROL
 DM4424
 DM4424.No superseded survey control is available for this station.
 DM4424
 DM4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ035925(NAD 83)
 DM4424
 DM4424_MARKER: DD = SURVEY DISK
 DM4424_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4424_STAMPING: 3708 N 2 2006
 DM4424_MARK LOGO: MNDT  
 DM4424_PROJECTION: RECESSED 10 CENTIMETERS
 DM4424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4424+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4424_ROD/PIPE-DEPTH: 22.9 meters
 DM4424
 DM4424  HISTORY     - Date     Condition        Report By
 DM4424  HISTORY     - 2006     MONUMENTED       MNDT
 DM4424
 DM4424                          STATION DESCRIPTION
 DM4424
 DM4424'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4424'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTH OF ROSEN, 6.1 MI
 DM4424'(9.8 KM) WEST-NORTHWEST OF HAYDENVILLE AND 3.4 MI (5.5 KM) NORTH OF
 DM4424'MARIETTA.
 DM4424' 
 DM4424'TO REACH TO THE MARK GO 3.40 MI (5.5 KM) NORTH ALONG COUNTY ROAD 7
 DM4424'FROM THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA,
 DM4424'62.3 FT (19.0 M) WEST OF COUNTY ROAD 7, 19.3 FT (5.9 M) SOUTHEAST OF
 DM4424'POWER-POLE, 10.0 FT (3.0 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M)
 DM4424'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4425 ***********************************************************************
 DM4425  DESIGNATION -  3708 N 3
 DM4425  PID         -  DM4425
 DM4425  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4425  COUNTRY     -  US
 DM4425  USGS QUAD   -  MARIETTA (1971)
 DM4425
 DM4425                         *CURRENT SURVEY CONTROL
 DM4425  ______________________________________________________________________
 DM4425* NAD 83(1986) POSITION- 45 04 57.     (N) 096 24 51.     (W)   SCALED    
 DM4425* NAVD 88 ORTHO HEIGHT -   339.588  (meters)    1114.13  (feet) ADJUSTED  
 DM4425  ______________________________________________________________________
 DM4425  GEOID HEIGHT    -        -25.91  (meters)                     GEOID09
 DM4425  DYNAMIC HEIGHT  -        339.560 (meters)     1114.04  (feet) COMP
 DM4425  MODELED GRAVITY -    980,523.4   (mgal)                       NAVD 88
 DM4425
 DM4425  VERT ORDER      -  SECOND    CLASS I
 DM4425
 DM4425.The horizontal coordinates were scaled from a topographic map and have
 DM4425.an estimated accuracy of +/- 6 seconds.
 DM4425.
 DM4425.The orthometric height was determined by differential leveling and
 DM4425.adjusted in February 2011.
 DM4425
 DM4425.No vertical observational check was made to the station.
 DM4425
 DM4425.The dynamic height is computed by dividing the NAVD 88
 DM4425.geopotential number by the normal gravity value computed on the
 DM4425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4425.degrees latitude (g = 980.6199 gals.).
 DM4425
 DM4425.The modeled gravity was interpolated from observed gravity values.
 DM4425
 DM4425;                    North         East    Units  Estimated Accuracy
 DM4425;SPC MN S     -   334,200.      609,960.      MT  (+/- 180 meters Scaled)
 DM4425
 DM4425                          SUPERSEDED SURVEY CONTROL
 DM4425
 DM4425.No superseded survey control is available for this station.
 DM4425
 DM4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ035953(NAD 83)
 DM4425
 DM4425_MARKER: DD = SURVEY DISK
 DM4425_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4425_STAMPING: 3708 N 3 2006
 DM4425_MARK LOGO: MNDT  
 DM4425_PROJECTION: RECESSED 5 CENTIMETERS
 DM4425_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4425+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4425_ROD/PIPE-DEPTH:  7.6 meters
 DM4425
 DM4425  HISTORY     - Date     Condition        Report By
 DM4425  HISTORY     - 2006     MONUMENTED       MNDT
 DM4425
 DM4425                          STATION DESCRIPTION
 DM4425
 DM4425'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4425'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTHWEST OF
 DM4425'HAYDENVILLE, 5.1 MI (8.2 KM) NORTH OF MARIETTA AND 5.0 MI (8.0 KM)
 DM4425'SOUTH OF ROSEN.
 DM4425' 
 DM4425'TO REACH TO THE MARK GO 5.10 MI (8.2 KM) NORTH ALONG COUNTY ROAD 7
 DM4425'FROM THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA,
 DM4425'120.0 FT (36.6 M) NORTH OF 290TH STREET, 63.2 FT (19.3 M) NORTH OF
 DM4425'CABLE BOX, 60.0 FT (18.3 M) EAST OF COUNTY ROAD 7, 4.2 FT (1.3 M)
 DM4425'NORTH OF 290TH STREET, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4426 ***********************************************************************
 DM4426  DESIGNATION -  3708 N 4
 DM4426  PID         -  DM4426
 DM4426  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4426  COUNTRY     -  US
 DM4426  USGS QUAD   -  MARIETTA (1971)
 DM4426
 DM4426                         *CURRENT SURVEY CONTROL
 DM4426  ______________________________________________________________________
 DM4426* NAD 83(1986) POSITION- 45 05 44.     (N) 096 24 50.     (W)   SCALED    
 DM4426* NAVD 88 ORTHO HEIGHT -   338.153  (meters)    1109.42  (feet) ADJUSTED  
 DM4426  ______________________________________________________________________
 DM4426  GEOID HEIGHT    -        -25.92  (meters)                     GEOID09
 DM4426  DYNAMIC HEIGHT  -        338.125 (meters)     1109.33  (feet) COMP
 DM4426  MODELED GRAVITY -    980,524.4   (mgal)                       NAVD 88
 DM4426
 DM4426  VERT ORDER      -  SECOND    CLASS I
 DM4426
 DM4426.The horizontal coordinates were scaled from a topographic map and have
 DM4426.an estimated accuracy of +/- 6 seconds.
 DM4426.
 DM4426.The orthometric height was determined by differential leveling and
 DM4426.adjusted in February 2011.
 DM4426
 DM4426.No vertical observational check was made to the station.
 DM4426
 DM4426.The dynamic height is computed by dividing the NAVD 88
 DM4426.geopotential number by the normal gravity value computed on the
 DM4426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4426.degrees latitude (g = 980.6199 gals.).
 DM4426
 DM4426.The modeled gravity was interpolated from observed gravity values.
 DM4426
 DM4426;                    North         East    Units  Estimated Accuracy
 DM4426;SPC MN S     -   335,650.      610,020.      MT  (+/- 180 meters Scaled)
 DM4426
 DM4426                          SUPERSEDED SURVEY CONTROL
 DM4426
 DM4426.No superseded survey control is available for this station.
 DM4426
 DM4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ034968(NAD 83)
 DM4426
 DM4426_MARKER: DD = SURVEY DISK
 DM4426_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4426_STAMPING: 3708 N 4 2006
 DM4426_MARK LOGO: MNDT  
 DM4426_PROJECTION: RECESSED 8 CENTIMETERS
 DM4426_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4426+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4426_ROD/PIPE-DEPTH:  4.6 meters
 DM4426
 DM4426  HISTORY     - Date     Condition        Report By
 DM4426  HISTORY     - 2006     MONUMENTED       MNDT
 DM4426
 DM4426                          STATION DESCRIPTION
 DM4426
 DM4426'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4426'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF
 DM4426'BELLINGHAM, 6.0 MI (9.7 KM) NORTH OF MARIETTA AND 4.1 MI (6.6 KM)
 DM4426'SOUTH OF ROSEN.
 DM4426' 
 DM4426'TO REACH TO THE MARK GO 6.1 MI (9.8 KM) NORTH ALONG COUNTY ROAD 7 FROM
 DM4426'THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA, 150.0
 DM4426'FT (45.7 M) EAST OF COUNTY ROAD 7, 46.6 FT (14.2 M) NORTH OF COUNTY
 DM4426'ROAD 28, 4.0 FT (1.2 M) WEST-SOUTHWEST OF RIGHT OF WAY POST, 1.0 FT
 DM4426'(0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4427 ***********************************************************************
 DM4427  DESIGNATION -  3708 N 5
 DM4427  PID         -  DM4427
 DM4427  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4427  COUNTRY     -  US
 DM4427  USGS QUAD   -  MARIETTA (1971)
 DM4427
 DM4427                         *CURRENT SURVEY CONTROL
 DM4427  ______________________________________________________________________
 DM4427* NAD 83(1986) POSITION- 45 05 42.5    (N) 096 23 38.3    (W)   HD_HELD2  
 DM4427* NAVD 88 ORTHO HEIGHT -   332.582  (meters)    1091.15  (feet) ADJUSTED  
 DM4427  ______________________________________________________________________
 DM4427  GEOID HEIGHT    -        -25.94  (meters)                     GEOID09
 DM4427  DYNAMIC HEIGHT  -        332.554 (meters)     1091.05  (feet) COMP
 DM4427  MODELED GRAVITY -    980,524.6   (mgal)                       NAVD 88
 DM4427
 DM4427  VERT ORDER      -  SECOND    CLASS I
 DM4427
 DM4427.The horizontal coordinates were established by autonomous hand held GPS
 DM4427.observations and have an estimated accuracy of +/- 10 meters.
 DM4427.
 DM4427.The orthometric height was determined by differential leveling and
 DM4427.adjusted in February 2011.
 DM4427
 DM4427.No vertical observational check was made to the station.
 DM4427
 DM4427.The dynamic height is computed by dividing the NAVD 88
 DM4427.geopotential number by the normal gravity value computed on the
 DM4427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4427.degrees latitude (g = 980.6199 gals.).
 DM4427
 DM4427.The modeled gravity was interpolated from observed gravity values.
 DM4427
 DM4427;                    North         East    Units  Estimated Accuracy
 DM4427;SPC MN S     -   335,559.      611,587.      MT  (+/- 10 meters HH2 GPS)
 DM4427
 DM4427                          SUPERSEDED SURVEY CONTROL
 DM4427
 DM4427.No superseded survey control is available for this station.
 DM4427
 DM4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0505496823(NAD 83)
 DM4427
 DM4427_MARKER: DD = SURVEY DISK
 DM4427_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4427_STAMPING: 3708 N 5 2006
 DM4427_MARK LOGO: MNDT  
 DM4427_PROJECTION: FLUSH
 DM4427_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4427+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2010
 DM4427_ROD/PIPE-DEPTH:  7.6 meters
 DM4427
 DM4427  HISTORY     - Date     Condition        Report By
 DM4427  HISTORY     - 2006     MONUMENTED       MNDT
 DM4427  HISTORY     - 20101102 GOOD             MNDT
 DM4427
 DM4427                          STATION DESCRIPTION
 DM4427
 DM4427'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4427'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF MARIETTA, 5.9 MI
 DM4427'(9.5 KM) WEST-SOUTHWEST OF BELLINGHAM AND 4.1 MI (6.6 KM) SOUTH OF
 DM4427'ROSEN.
 DM4427' 
 DM4427'TO REACH TO THE MARK GO 6.10 MI (9.8 KM) NORTH ALONG COUNTY ROAD 7
 DM4427'FROM THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA,
 DM4427'THEN 1.0 MI (1.6 KM) EAST ON COUNTY ROAD 28, 148.0 FT (45.1 M) SOUTH
 DM4427'OF COUNTY ROAD 28, 34.0 FT (10.4 M) NORTH OF A FIELD ENTRANCE, 30.0 FT
 DM4427'(9.1 M) EAST OF 131ST STREET, 3.5 FT (1.1 M) WEST OF RIGHT OF WAY
 DM4427'POST, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
 DM4427
 DM4427                          STATION RECOVERY (2010)
 DM4427
 DM4427'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM4427'RECOVERED AS DESCRIBED.
 DM4427' 
 DM4427'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM4427'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM4427'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM4427'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4431 ***********************************************************************
 DM4431  DESIGNATION -  3708 N 6
 DM4431  PID         -  DM4431
 DM4431  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4431  COUNTRY     -  US
 DM4431  USGS QUAD   -  GARY NW (1967)
 DM4431
 DM4431                         *CURRENT SURVEY CONTROL
 DM4431  ______________________________________________________________________
 DM4431* NAD 83(1986) POSITION- 44 58 56.     (N) 096 24 53.     (W)   SCALED    
 DM4431* NAVD 88 ORTHO HEIGHT -   344.936  (meters)    1131.68  (feet) ADJUSTED  
 DM4431  ______________________________________________________________________
 DM4431  GEOID HEIGHT    -        -25.81  (meters)                     GEOID09
 DM4431  DYNAMIC HEIGHT  -        344.904 (meters)     1131.57  (feet) COMP
 DM4431  MODELED GRAVITY -    980,513.9   (mgal)                       NAVD 88
 DM4431
 DM4431  VERT ORDER      -  SECOND    CLASS I
 DM4431
 DM4431.The horizontal coordinates were scaled from a topographic map and have
 DM4431.an estimated accuracy of +/- 6 seconds.
 DM4431.
 DM4431.The orthometric height was determined by differential leveling and
 DM4431.adjusted in February 2011.
 DM4431
 DM4431.The dynamic height is computed by dividing the NAVD 88
 DM4431.geopotential number by the normal gravity value computed on the
 DM4431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4431.degrees latitude (g = 980.6199 gals.).
 DM4431
 DM4431.The modeled gravity was interpolated from observed gravity values.
 DM4431
 DM4431;                    North         East    Units  Estimated Accuracy
 DM4431;SPC MN S     -   323,060.      609,580.      MT  (+/- 180 meters Scaled)
 DM4431
 DM4431                          SUPERSEDED SURVEY CONTROL
 DM4431
 DM4431.No superseded survey control is available for this station.
 DM4431
 DM4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ038842(NAD 83)
 DM4431
 DM4431_MARKER: DD = SURVEY DISK
 DM4431_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4431_STAMPING: 3708 N 6 2006
 DM4431_MARK LOGO: MNDT  
 DM4431_PROJECTION: RECESSED 5 CENTIMETERS
 DM4431_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4431+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4431_ROD/PIPE-DEPTH:  9.1 meters
 DM4431
 DM4431  HISTORY     - Date     Condition        Report By
 DM4431  HISTORY     - 2006     MONUMENTED       MNDT
 DM4431
 DM4431                          STATION DESCRIPTION
 DM4431
 DM4431'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4431'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST OF MADISON, 5.5 MI
 DM4431'(8.8 KM) WEST-SOUTHWEST OF HAYDENVILLE AND 1.8 MI (2.9 KM) SOUTH OF
 DM4431'MARIETTA.
 DM4431' 
 DM4431'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) SOUTH ALONG COUNTY ROAD 7 FORM
 DM4431'THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA, 59.0
 DM4431'FT (18.0 M) WEST OF COUNTY ROAD 7, 19.0 FT (5.8 M) NORTH OF A FIELD
 DM4431'ENTRANCE, 8.6 FT (2.6 M) SOUTH OF POWER-POLE, 1.0 FT (0.3 M) SOUTH OF
 DM4431'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4432 ***********************************************************************
 DM4432  DESIGNATION -  3708 N 7
 DM4432  PID         -  DM4432
 DM4432  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4432  COUNTRY     -  US
 DM4432  USGS QUAD   -  GARY NW (1967)
 DM4432
 DM4432                         *CURRENT SURVEY CONTROL
 DM4432  ______________________________________________________________________
 DM4432* NAD 83(1986) POSITION- 44 57 26.     (N) 096 24 53.     (W)   SCALED    
 DM4432* NAVD 88 ORTHO HEIGHT -   348.589  (meters)    1143.66  (feet) ADJUSTED  
 DM4432  ______________________________________________________________________
 DM4432  GEOID HEIGHT    -        -25.80  (meters)                     GEOID09
 DM4432  DYNAMIC HEIGHT  -        348.555 (meters)     1143.55  (feet) COMP
 DM4432  MODELED GRAVITY -    980,510.4   (mgal)                       NAVD 88
 DM4432
 DM4432  VERT ORDER      -  SECOND    CLASS I
 DM4432
 DM4432.The horizontal coordinates were scaled from a topographic map and have
 DM4432.an estimated accuracy of +/- 6 seconds.
 DM4432.
 DM4432.The orthometric height was determined by differential leveling and
 DM4432.adjusted in February 2011.
 DM4432
 DM4432.The dynamic height is computed by dividing the NAVD 88
 DM4432.geopotential number by the normal gravity value computed on the
 DM4432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4432.degrees latitude (g = 980.6199 gals.).
 DM4432
 DM4432.The modeled gravity was interpolated from observed gravity values.
 DM4432
 DM4432;                    North         East    Units  Estimated Accuracy
 DM4432;SPC MN S     -   320,290.      609,500.      MT  (+/- 180 meters Scaled)
 DM4432
 DM4432                          SUPERSEDED SURVEY CONTROL
 DM4432
 DM4432.No superseded survey control is available for this station.
 DM4432
 DM4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ039814(NAD 83)
 DM4432
 DM4432_MARKER: DD = SURVEY DISK
 DM4432_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4432_STAMPING: 3708 N 7 2006
 DM4432_MARK LOGO: MNDT  
 DM4432_PROJECTION: RECESSED 5 CENTIMETERS
 DM4432_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4432+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4432_ROD/PIPE-DEPTH:  4.6 meters
 DM4432
 DM4432  HISTORY     - Date     Condition        Report By
 DM4432  HISTORY     - 2006     MONUMENTED       MNDT
 DM4432
 DM4432                          STATION DESCRIPTION
 DM4432
 DM4432'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4432'THE STATION IS LOCATED ABOUT 11.3 MI (18.2 KM) WEST-SOUTHWEST OF
 DM4432'MADISON, 6.3 MI (10.1 KM) SOUTHWEST OF HAYDENVILLE AND 3.5 MI (5.6 KM)
 DM4432'SOUTH OF MARIETTA.
 DM4432' 
 DM4432'TO REACH TO THE MARK GO 3.50 MI (5.6 KM) SOUTH ALONG COUNTY ROAD 7
 DM4432'FROM THE JUNCTION OF COUNTY ROAD 7 AND TRUNK HIGHWAY 40 IN MARIETTA,
 DM4432'64.5 FT (19.7 M) WEST OF COUNTY ROAD 7, 25.0 FT (7.6 M) SOUTH OF A
 DM4432'FIELD ENTRANCE, 12.0 FT (3.7 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4065 ***********************************************************************
 DM4065  DESIGNATION -  3708 N 8
 DM4065  PID         -  DM4065
 DM4065  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4065  COUNTRY     -  US
 DM4065  USGS QUAD   -  GARY NW (1967)
 DM4065
 DM4065                         *CURRENT SURVEY CONTROL
 DM4065  ______________________________________________________________________
 DM4065* NAD 83(1986) POSITION- 44 55 16.     (N) 096 24 55.     (W)   SCALED    
 DM4065* NAVD 88 ORTHO HEIGHT -   348.333  (meters)    1142.82  (feet) ADJUSTED  
 DM4065  ______________________________________________________________________
 DM4065  GEOID HEIGHT    -        -25.78  (meters)                     GEOID09
 DM4065  DYNAMIC HEIGHT  -        348.298 (meters)     1142.71  (feet) COMP
 DM4065  MODELED GRAVITY -    980,505.2   (mgal)                       NAVD 88
 DM4065
 DM4065  VERT ORDER      -  SECOND    CLASS I
 DM4065
 DM4065.The horizontal coordinates were scaled from a topographic map and have
 DM4065.an estimated accuracy of +/- 6 seconds.
 DM4065.
 DM4065.The orthometric height was determined by differential leveling and
 DM4065.adjusted in January 2011.
 DM4065
 DM4065.The dynamic height is computed by dividing the NAVD 88
 DM4065.geopotential number by the normal gravity value computed on the
 DM4065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4065.degrees latitude (g = 980.6199 gals.).
 DM4065
 DM4065.The modeled gravity was interpolated from observed gravity values.
 DM4065
 DM4065;                    North         East    Units  Estimated Accuracy
 DM4065;SPC MN S     -   316,280.      609,340.      MT  (+/- 180 meters Scaled)
 DM4065
 DM4065                          SUPERSEDED SURVEY CONTROL
 DM4065
 DM4065.No superseded survey control is available for this station.
 DM4065
 DM4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ039774(NAD 83)
 DM4065
 DM4065_MARKER: DD = SURVEY DISK
 DM4065_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4065_STAMPING: 3708 N 8 2006
 DM4065_MARK LOGO: MNDT  
 DM4065_PROJECTION: RECESSED 10 CENTIMETERS
 DM4065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4065+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4065_ROD/PIPE-DEPTH:  9.1 meters
 DM4065
 DM4065  HISTORY     - Date     Condition        Report By
 DM4065  HISTORY     - 2006     MONUMENTED       MNDT
 DM4065
 DM4065                          STATION DESCRIPTION
 DM4065
 DM4065'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4065'THE MARK IS 6.0 MI (9.7 KM) SOUTH OF MARIETTA, 1.0 MI (1.6 KM) SOUTH
 DM4065'ALONG COUNTY ROAD 7 FROM THE JUNCITON OF COUNTY ROAD 7 AND TRUNK
 DM4065'HIGHWAY 125 MI (201.1 KM) SOUTH OF MARIETTA.
 DM4065' 
 DM4065'IT IS 83.0 FT (25.3 M) WEST OF COUNTY ROAD 7, 32.0 FT (9.8 M) SOUTH OF
 DM4065'180TH STRE ET, 11.0 FT (3.4 M) WEST OF A FIELD ENTRANCE, 1.0 FT (0.3
 DM4065'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4066 ***********************************************************************
 DM4066  DESIGNATION -  3708 N 9
 DM4066  PID         -  DM4066
 DM4066  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4066  COUNTRY     -  US
 DM4066  USGS QUAD   -  GARY NW (1967)
 DM4066
 DM4066                         *CURRENT SURVEY CONTROL
 DM4066  ______________________________________________________________________
 DM4066* NAD 83(1986) POSITION- 44 54 14.     (N) 096 24 53.     (W)   SCALED    
 DM4066* NAVD 88 ORTHO HEIGHT -   353.580  (meters)    1160.04  (feet) ADJUSTED  
 DM4066  ______________________________________________________________________
 DM4066  GEOID HEIGHT    -        -25.77  (meters)                     GEOID09
 DM4066  DYNAMIC HEIGHT  -        353.543 (meters)     1159.92  (feet) COMP
 DM4066  MODELED GRAVITY -    980,502.7   (mgal)                       NAVD 88
 DM4066
 DM4066  VERT ORDER      -  SECOND    CLASS I
 DM4066
 DM4066.The horizontal coordinates were scaled from a topographic map and have
 DM4066.an estimated accuracy of +/- 6 seconds.
 DM4066.
 DM4066.The orthometric height was determined by differential leveling and
 DM4066.adjusted in January 2011.
 DM4066
 DM4066.The dynamic height is computed by dividing the NAVD 88
 DM4066.geopotential number by the normal gravity value computed on the
 DM4066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4066.degrees latitude (g = 980.6199 gals.).
 DM4066
 DM4066.The modeled gravity was interpolated from observed gravity values.
 DM4066
 DM4066;                    North         East    Units  Estimated Accuracy
 DM4066;SPC MN S     -   314,360.      609,330.      MT  (+/- 180 meters Scaled)
 DM4066
 DM4066                          SUPERSEDED SURVEY CONTROL
 DM4066
 DM4066.No superseded survey control is available for this station.
 DM4066
 DM4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ041755(NAD 83)
 DM4066
 DM4066_MARKER: DV = VERTICAL CONTROL DISK
 DM4066_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4066_SP_SET: BRIDGE ABUTMENT
 DM4066_STAMPING: 3708 N 9 2006
 DM4066_MARK LOGO: MNDT  
 DM4066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4066_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4066+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4066
 DM4066  HISTORY     - Date     Condition        Report By
 DM4066  HISTORY     - 1979     MONUMENTED       MNDT
 DM4066  HISTORY     - 20060912 GOOD             MNDT
 DM4066
 DM4066                          STATION DESCRIPTION
 DM4066
 DM4066'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4066'THE MARK IS 7.0 MILES (11.3 KM) SOUTH OF MARIETTA, IN ABUTMENT IN
 DM4066'SOUTHEAST CORNER OF COUNTY ROAD 7 BRIDGE NUMBER 37526 OVER CREEK, 2.20
 DM4066'MILES (3.54 KM) SOUTH ALONG COUNTY ROAD 7 FROM JUNCTION OF COUNTY ROAD
 DM4066'7 AND HIGHWAY 212 (THE JUNCTION IS 5.0 MILES (8.0 KM) SOUTH OF
 DM4066'MARIETTA).
 DM4066' 
 DM4066'IT IS 20 FEET (6.1 M) EAST OF COUNTY ROAD 7.
 DM4066' 
 DM4066'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1979 THEN STAMPED WHEN USED IN
 DM4066'2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4428 ***********************************************************************
 DM4428  DESIGNATION -  3708 P
 DM4428  PID         -  DM4428
 DM4428  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4428  COUNTRY     -  US
 DM4428  USGS QUAD   -  MARIETTA (1971)
 DM4428
 DM4428                         *CURRENT SURVEY CONTROL
 DM4428  ______________________________________________________________________
 DM4428* NAD 83(1986) POSITION- 45 00 30.     (N) 096 26 06.     (W)   SCALED    
 DM4428* NAVD 88 ORTHO HEIGHT -   346.284  (meters)    1136.10  (feet) ADJUSTED  
 DM4428  ______________________________________________________________________
 DM4428  GEOID HEIGHT    -        -25.80  (meters)                     GEOID09
 DM4428  DYNAMIC HEIGHT  -        346.253 (meters)     1136.00  (feet) COMP
 DM4428  MODELED GRAVITY -    980,517.3   (mgal)                       NAVD 88
 DM4428
 DM4428  VERT ORDER      -  SECOND    CLASS I
 DM4428
 DM4428.The horizontal coordinates were scaled from a topographic map and have
 DM4428.an estimated accuracy of +/- 6 seconds.
 DM4428.
 DM4428.The orthometric height was determined by differential leveling and
 DM4428.adjusted in February 2011.
 DM4428
 DM4428.No vertical observational check was made to the station.
 DM4428
 DM4428.The dynamic height is computed by dividing the NAVD 88
 DM4428.geopotential number by the normal gravity value computed on the
 DM4428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4428.degrees latitude (g = 980.6199 gals.).
 DM4428
 DM4428.The modeled gravity was interpolated from observed gravity values.
 DM4428
 DM4428;                    North         East    Units  Estimated Accuracy
 DM4428;SPC MN S     -   326,010.      608,070.      MT  (+/- 180 meters Scaled)
 DM4428
 DM4428                          SUPERSEDED SURVEY CONTROL
 DM4428
 DM4428.No superseded survey control is available for this station.
 DM4428
 DM4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ021870(NAD 83)
 DM4428
 DM4428_MARKER: DD = SURVEY DISK
 DM4428_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4428_STAMPING: 3708 P 2006
 DM4428_MARK LOGO: MNDT  
 DM4428_PROJECTION: FLUSH
 DM4428_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4428+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4428_ROD/PIPE-DEPTH:  4.6 meters
 DM4428
 DM4428  HISTORY     - Date     Condition        Report By
 DM4428  HISTORY     - 2006     MONUMENTED       MNDT
 DM4428
 DM4428                          STATION DESCRIPTION
 DM4428
 DM4428'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4428'THE STATION IS LOCATED ABOUT 10.2 MI (16.4 KM) SOUTH OF ROSEN, 6.2 MI
 DM4428'(10.0 KM) WEST OF HAYDENVILLE AND 0.9 MI (1.4 KM) WEST OF MARIETTA.
 DM4428' 
 DM4428'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 40
 DM4428'FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND COUNTY ROAD 7 IN MARIETTA,
 DM4428'AT TRUNK HIGHWAY 40 MILE POINT 0.80, 75.7 FT (23.1 M) SOUTH OF TRUNK
 DM4428'HIGHWAY 40, 54.0 FT (16.5 M) NORTH OF POWER-POLE, 39.0 FT (11.9 M)
 DM4428'WEST OF 111TH AVENUE, 5.0 FT (1.5 M) WEST OF CABLE BOX, 1.0 FT (0.3 M)
 DM4428'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4429 ***********************************************************************
 DM4429  DESIGNATION -  3708 Q
 DM4429  PID         -  DM4429
 DM4429  STATE/COUNTY-  MN/LAC QUI PARLE
 DM4429  COUNTRY     -  US
 DM4429  USGS QUAD   -  MARIETTA (1971)
 DM4429
 DM4429                         *CURRENT SURVEY CONTROL
 DM4429  ______________________________________________________________________
 DM4429* NAD 83(1986) POSITION- 45 00 23.     (N) 096 26 58.     (W)   SCALED    
 DM4429* NAVD 88 ORTHO HEIGHT -   348.449  (meters)    1143.20  (feet) ADJUSTED  
 DM4429  ______________________________________________________________________
 DM4429  GEOID HEIGHT    -        -25.78  (meters)                     GEOID09
 DM4429  DYNAMIC HEIGHT  -        348.418 (meters)     1143.10  (feet) COMP
 DM4429  MODELED GRAVITY -    980,516.9   (mgal)                       NAVD 88
 DM4429
 DM4429  VERT ORDER      -  SECOND    CLASS I
 DM4429
 DM4429.The horizontal coordinates were scaled from a topographic map and have
 DM4429.an estimated accuracy of +/- 6 seconds.
 DM4429.
 DM4429.The orthometric height was determined by differential leveling and
 DM4429.adjusted in February 2011.
 DM4429
 DM4429.No vertical observational check was made to the station.
 DM4429
 DM4429.The dynamic height is computed by dividing the NAVD 88
 DM4429.geopotential number by the normal gravity value computed on the
 DM4429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4429.degrees latitude (g = 980.6199 gals.).
 DM4429
 DM4429.The modeled gravity was interpolated from observed gravity values.
 DM4429
 DM4429;                    North         East    Units  Estimated Accuracy
 DM4429;SPC MN S     -   325,830.      606,930.      MT  (+/- 180 meters Scaled)
 DM4429
 DM4429                          SUPERSEDED SURVEY CONTROL
 DM4429
 DM4429.No superseded survey control is available for this station.
 DM4429
 DM4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ010868(NAD 83)
 DM4429
 DM4429_MARKER: DV = VERTICAL CONTROL DISK
 DM4429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4429_SP_SET: SET IN BRIDGE WING WALL
 DM4429_STAMPING: 3708 Q 2006
 DM4429_MARK LOGO: MNDT  
 DM4429_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4429+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4429
 DM4429  HISTORY     - Date     Condition        Report By
 DM4429  HISTORY     - 2006     MONUMENTED       MNDT
 DM4429
 DM4429                          STATION DESCRIPTION
 DM4429
 DM4429'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4429'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHWEST OF
 DM4429'ROSEN, 6.9 MI (11.1 KM) WEST OF HAYDENVILLE AND 1.6 MI (2.6 KM) WEST
 DM4429'OF MARIETTA.
 DM4429' 
 DM4429'TO REACH TO THE MARK FROM ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4429'HIGHWAY 40 BRIDGE NUMBER 37003 OVER DITCH, 1.80 MI (2.9 KM) WEST ALONG
 DM4429'TRUNK HIGHWAY 40 FROM THE JUNCTION OF TRUNK HIGHWAY 40 AND COUNTY ROAD
 DM4429'7 IN MARIETTA, AT TRUNK HIGHWAY 40 MILE POINT 0.20, 24.0 FT (7.3 M)
 DM4429'SOUTH-SOUTHEAST OF TRUNK HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5928 ***********************************************************************
 DF5928  DESIGNATION -  38
 DF5928  PID         -  DF5928
 DF5928  STATE/COUNTY-  MN/PINE
 DF5928  COUNTRY     -  US
 DF5928  USGS QUAD   -  WILBUR LAKE (1981)
 DF5928
 DF5928                         *CURRENT SURVEY CONTROL
 DF5928  ______________________________________________________________________
 DF5928* NAD 83(2007) POSITION- 46 04 12.39694(N) 092 31 38.55621(W)   ADJUSTED  
 DF5928* NAD 83(2007) ELLIP HT-   290.347 (meters)        (02/10/07)   ADJUSTED
 DF5928* NAD 83(2007) EPOCH   -  2002.00
 DF5928* NAVD 88 ORTHO HEIGHT -   316.9    (meters)    1040.    (feet) GPS OBS   
 DF5928  ______________________________________________________________________
 DF5928  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5928  GEOID HEIGHT    -        -26.47  (meters)                     GEOID99
 DF5928  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DF5928  NAD 83(2007) X  -   -195,476.997 (meters)                     COMP
 DF5928  NAD 83(2007) Y  - -4,428,600.445 (meters)                     COMP
 DF5928  NAD 83(2007) Z  -  4,570,866.615 (meters)                     COMP
 DF5928  LAPLACE CORR    -          4.18  (seconds)                    DEFLEC09
 DF5928
 DF5928  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5928  Type                                         Horiz  Ellip  Dist(km)
 DF5928  -------------------------------------------------------------------
 DF5928  NETWORK                                       1.00   0.71
 DF5928  -------------------------------------------------------------------
 DF5928  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.03   0.69      9.08
 DF5928  -------------------------------------------------------------------
 DF5928  NOTE: Click here for information on individual local accuracy
 DF5928  values and other accuracy information.
 DF5928
 DF5928
 DF5928.The horizontal coordinates were established by GPS observations
 DF5928.and adjusted by the National Geodetic Survey in February 2007.
 DF5928
 DF5928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5928.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5928
 DF5928.The horizontal coordinates are valid at the epoch date displayed above
 DF5928.which is a decimal equivalence of Year/Month/Day.
 DF5928
 DF5928.The orthometric height was determined by GPS observations and a
 DF5928.high-resolution geoid model.
 DF5928
 DF5928.Photographs are available for this station.
 DF5928
 DF5928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5928
 DF5928.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5928
 DF5928.The ellipsoidal height was determined by GPS observations
 DF5928.and is referenced to NAD 83.
 DF5928
 DF5928. The following values were computed from the NAD 83(2007) position.
 DF5928
 DF5928;                    North         East     Units Scale Factor Converg.
 DF5928;SPC MN C     -   220,387.469   933,251.962   MT  0.99993265   +1 14 46.1
 DF5928;SPC MN C     -   723,054.55  3,061,844.15   sFT  0.99993265   +1 14 46.1
 DF5928;UTM  15      - 5,101,945.839   536,550.049   MT  0.99961642   +0 20 25.4
 DF5928
 DF5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5928!SPC MN C     -   0.99995449  x   0.99993265  =   0.99988714
 DF5928!UTM  15      -   0.99995449  x   0.99961642  =   0.99957092
 DF5928
 DF5928                          SUPERSEDED SURVEY CONTROL
 DF5928
 DF5928  NAD 83(1996)-  46 04 12.39687(N)    092 31 38.55588(W) AD(       ) 1
 DF5928  ELLIP H (05/27/03)  290.393  (m)                       GP(       ) 3 1
 DF5928
 DF5928.Superseded values are not recommended for survey control.
 DF5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5928.See file dsdata.txt to determine how the superseded data were derived.
 DF5928
 DF5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3655001945(NAD 83)
 DF5928
 DF5928_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5928_STAMPING: NO 38
 DF5928_MARK LOGO: MN-115
 DF5928_PROJECTION: FLUSH
 DF5928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5928+STABILITY: SURFACE MOTION
 DF5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5928+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF5928
 DF5928  HISTORY     - Date     Condition        Report By
 DF5928  HISTORY     - 1999     MONUMENTED       MN-115
 DF5928  HISTORY     - 20070912 GOOD             MNDT
 DF5928
 DF5928                          STATION DESCRIPTION
 DF5928
 DF5928'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5928'19 MI (30.6 KM) EAST OF HINCKLEY ON TH 48 THEN 4 MI (6.4 KM) NORTH AND
 DF5928'0.1 MI (0.2 KM) EAST ON CO RD 24, 33 FT (10.1 M) SOUTH OF CO RD 24, 35
 DF5928'FT (10.7 M) WEST OF SIGN ON NORTH SIDE OF ROAD, 2 FT (0.6 M) WEST OF
 DF5928'WIT POST.
 DF5928
 DF5928                          STATION RECOVERY (2007)
 DF5928
 DF5928'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5928'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0647 ***********************************************************************
 PP0647  DESIGNATION -  38 001
 PP0647  PID         -  PP0647
 PP0647  STATE/COUNTY-  MN/DAKOTA
 PP0647  COUNTRY     -  US
 PP0647  USGS QUAD   -  COATES (1993)
 PP0647
 PP0647                         *CURRENT SURVEY CONTROL
 PP0647  ______________________________________________________________________
 PP0647* NAD 83(1986) POSITION- 44 44 46.09   (N) 093 01 41.84   (W)   HD_HELD1  
 PP0647* NAVD 88 ORTHO HEIGHT -   258.385  (meters)     847.72  (feet) ADJUSTED  
 PP0647  ______________________________________________________________________
 PP0647  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 PP0647  DYNAMIC HEIGHT  -        258.368 (meters)      847.66  (feet) COMP
 PP0647  MODELED GRAVITY -    980,543.3   (mgal)                       NAVD 88
 PP0647
 PP0647  VERT ORDER      -  SECOND    CLASS 0
 PP0647
 PP0647.The horizontal coordinates were established by differentially corrected
 PP0647.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0647.
 PP0647.The orthometric height was determined by differential leveling and
 PP0647.adjusted in June 1991.
 PP0647
 PP0647.Photographs are available for this station.
 PP0647
 PP0647.The dynamic height is computed by dividing the NAVD 88
 PP0647.geopotential number by the normal gravity value computed on the
 PP0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0647.degrees latitude (g = 980.6199 gals.).
 PP0647
 PP0647.The modeled gravity was interpolated from observed gravity values.
 PP0647
 PP0647;                    North         East    Units  Estimated Accuracy
 PP0647;SPC MN S     -   294,474.0     876,946.8     MT  (+/- 3 meters HH1 GPS) 
 PP0647
 PP0647                          SUPERSEDED SURVEY CONTROL
 PP0647
 PP0647  NGVD 29 (??/??/92)  258.339  (m)          847.57   (f) ADJ UNCH    2 0
 PP0647
 PP0647.Superseded values are not recommended for survey control.
 PP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0647.See file dsdata.txt to determine how the superseded data were derived.
 PP0647
 PP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9776054750(NAD 83)
 PP0647
 PP0647_MARKER: DB = BENCH MARK DISK
 PP0647_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0647_SP_SET: CULVERT
 PP0647_STAMPING: 38-001 1970
 PP0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0647+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2002
 PP0647
 PP0647  HISTORY     - Date     Condition        Report By
 PP0647  HISTORY     - 1970     MONUMENTED       MNDT
 PP0647  HISTORY     - 20021214 GOOD             USPSQD
 PP0647  HISTORY     - 20040919 POOR             USPSQD
 PP0647
 PP0647                          STATION DESCRIPTION
 PP0647
 PP0647'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0647'1.5 MI S FROM PINE BEND.
 PP0647'MARK IS LOCATED ABOUT 0.3 MILES EAST OF T.H. 52-56, 28 FEET SOUTH OF
 PP0647'COUNTY ROAD 38, IN THE SOUTHEAST CORNER OF A BOX CULVERT HEADWALL. SW
 PP0647'1/4 SECTION 19, T 115N, R 18W.
 PP0647
 PP0647                          STATION RECOVERY (2002)
 PP0647
 PP0647'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0647'MARK IS 1.5 MILES SOUTH OF PINE BEND AND ABOUT 0.3 MILES EAST OF
 PP0647'T.H.52-56 ON COUNTY ROAD 38, ABOUT 17.6 FEET SOUTH OF THE CENTERLINE
 PP0647'OF COUNTY ROAD 38, 64.8 FEET WNW OF A TRANSMISSION POLE LABELED NUMBER
 PP0647'99, NSP 80 (2/96), IN THE SOUTHWEST CORNER OF A BOX CULVERT HEADWALL.
 PP0647'SW 1/4 SECTION 19,T 115, R 18W
 PP0647
 PP0647                          STATION RECOVERY (2004)
 PP0647
 PP0647'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP0647'RECOVERED AS DESCRIBED, MARK HAS BEEN SCUFFED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0646 ***********************************************************************
 PP0646  DESIGNATION -  38 002
 PP0646  PID         -  PP0646
 PP0646  STATE/COUNTY-  MN/DAKOTA
 PP0646  COUNTRY     -  US
 PP0646  USGS QUAD   -  COATES (1993)
 PP0646
 PP0646                         *CURRENT SURVEY CONTROL
 PP0646  ______________________________________________________________________
 PP0646* NAD 83(1986) POSITION- 44 44 45.73   (N) 093 00 57.05   (W)   HD_HELD1  
 PP0646* NAVD 88 ORTHO HEIGHT -   252.558  (meters)     828.60  (feet) ADJUSTED  
 PP0646  ______________________________________________________________________
 PP0646  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PP0646  DYNAMIC HEIGHT  -        252.541 (meters)      828.54  (feet) COMP
 PP0646  MODELED GRAVITY -    980,541.8   (mgal)                       NAVD 88
 PP0646
 PP0646  VERT ORDER      -  SECOND    CLASS 0
 PP0646
 PP0646.The horizontal coordinates were established by differentially corrected
 PP0646.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0646.
 PP0646.The orthometric height was determined by differential leveling and
 PP0646.adjusted in June 1991.
 PP0646
 PP0646.Photographs are available for this station.
 PP0646
 PP0646.The dynamic height is computed by dividing the NAVD 88
 PP0646.geopotential number by the normal gravity value computed on the
 PP0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0646.degrees latitude (g = 980.6199 gals.).
 PP0646
 PP0646.The modeled gravity was interpolated from observed gravity values.
 PP0646
 PP0646;                    North         East    Units  Estimated Accuracy
 PP0646;SPC MN S     -   294,474.7     877,932.1     MT  (+/- 3 meters HH1 GPS) 
 PP0646
 PP0646                          SUPERSEDED SURVEY CONTROL
 PP0646
 PP0646  NGVD 29 (??/??/92)  252.512  (m)          828.45   (f) ADJ UNCH    2 0
 PP0646
 PP0646.Superseded values are not recommended for survey control.
 PP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0646.See file dsdata.txt to determine how the superseded data were derived.
 PP0646
 PP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9874554738(NAD 83)
 PP0646
 PP0646_MARKER: DB = BENCH MARK DISK
 PP0646_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0646_SP_SET: CULVERT
 PP0646_STAMPING: 38-002 1970
 PP0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0646+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP0646
 PP0646  HISTORY     - Date     Condition        Report By
 PP0646  HISTORY     - 1970     MONUMENTED       MNDT
 PP0646  HISTORY     - 20021214 GOOD             USPSQD
 PP0646  HISTORY     - 20040919 GOOD             USPSQD
 PP0646
 PP0646                          STATION DESCRIPTION
 PP0646
 PP0646'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0646'1.8 MI SE FROM PINE BEND.
 PP0646'MARK IS LOCATED ABOUT 1.0 MILE EAST OF T.H. 52-56, 28 FEET SOUTH OF
 PP0646'COUNTY ROAD 38, IN THE SOUTHEAST CORNER OF A BOX CULVERT HEADWALL. SW
 PP0646'1/4 SECTION 20, T 115N, R 18W.
 PP0646
 PP0646                          STATION RECOVERY (2002)
 PP0646
 PP0646'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0646'MARK IS 2.1 MILES W. OF JUNCTION OF COUNTY ROADS 38 AND 42 WEST OF OF
 PP0646'THE CITY OF HASTINGS. 21 FEET S. OF THE CENTERLINE OF CR 38, 135 FEET
 PP0646'WNW. OF A TRANSMISSION POLE NUMBERED 10, NSP 75, IN THE SOUTHEAST
 PP0646'CORNER OF A BOX CULVERT HEADWALL. SW. 1/4 SECTION 20, T 115N, R 18W.
 PP0646
 PP0646                          STATION RECOVERY (2004)
 PP0646
 PP0646'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP0646'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0645 ***********************************************************************
 PP0645  DESIGNATION -  38 003
 PP0645  PID         -  PP0645
 PP0645  STATE/COUNTY-  MN/DAKOTA
 PP0645  COUNTRY     -  US
 PP0645  USGS QUAD   -  COATES (1993)
 PP0645
 PP0645                         *CURRENT SURVEY CONTROL
 PP0645  ______________________________________________________________________
 PP0645* NAD 83(1986) POSITION- 44 44 39.80   (N) 093 00 11.51   (W)   HD_HELD1  
 PP0645* NAVD 88 ORTHO HEIGHT -   260.342  (meters)     854.14  (feet) ADJUSTED  
 PP0645  ______________________________________________________________________
 PP0645  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PP0645  DYNAMIC HEIGHT  -        260.324 (meters)      854.08  (feet) COMP
 PP0645  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 PP0645
 PP0645  VERT ORDER      -  SECOND    CLASS 0
 PP0645
 PP0645.The horizontal coordinates were established by differentially corrected
 PP0645.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0645.
 PP0645.The orthometric height was determined by differential leveling and
 PP0645.adjusted in June 1991.
 PP0645
 PP0645.Photographs are available for this station.
 PP0645
 PP0645.The dynamic height is computed by dividing the NAVD 88
 PP0645.geopotential number by the normal gravity value computed on the
 PP0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0645.degrees latitude (g = 980.6199 gals.).
 PP0645
 PP0645.The modeled gravity was interpolated from observed gravity values.
 PP0645
 PP0645;                    North         East    Units  Estimated Accuracy
 PP0645;SPC MN S     -   294,303.8     878,936.0     MT  (+/- 3 meters HH1 GPS) 
 PP0645
 PP0645                          SUPERSEDED SURVEY CONTROL
 PP0645
 PP0645  NGVD 29 (??/??/92)  260.296  (m)          853.99   (f) ADJ UNCH    2 0
 PP0645
 PP0645.Superseded values are not recommended for survey control.
 PP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0645.See file dsdata.txt to determine how the superseded data were derived.
 PP0645
 PP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9974654555(NAD 83)
 PP0645
 PP0645_MARKER: DB = BENCH MARK DISK
 PP0645_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PP0645_SP_SET: CULVERT
 PP0645_STAMPING: 38-003 1970
 PP0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0645+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 PP0645
 PP0645  HISTORY     - Date     Condition        Report By
 PP0645  HISTORY     - 1970     MONUMENTED       MNDT
 PP0645  HISTORY     - 20021214 GOOD             USPSQD
 PP0645  HISTORY     - 20040919 GOOD             USPSQD
 PP0645
 PP0645                          STATION DESCRIPTION
 PP0645
 PP0645'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0645'2.2 MI SE FROM PINE BEND.
 PP0645'MARK IS LOCATED ABOUT 1.6 MILES EAST OF T.H. 52-56, 28 FEET SOUTH OF
 PP0645'COUNTY ROAD 38, IN THE SOUTHEAST CORNER OF A BOX CULVERT HEADWALL. NE
 PP0645'1/4 SECTION 29, T 115N, R 18W.
 PP0645
 PP0645                          STATION RECOVERY (2002)
 PP0645
 PP0645'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0645'MARK IS LOCATED 1.7 MILES WEST OF THE JUNCTION OF COUNTY ROADS 38 AND
 PP0645'42, WHICH IS SW OF THE JUNCTION OF T H 55 AND COUNTY ROAD 42, WEST OF
 PP0645'THE CITY OF HASTINGS. THE MARK IS 28 FEET SOUTH OF THE CENTERLINE OF
 PP0645'CR 38, 18 FEET NNW OF A TRANSMISSION POLE NUMBERED 21, AND IN THE
 PP0645'SOUTHWEST CORNER OF A BOX CULVERT HEADWALL. NORTHEAST 1/4 SECTION 29,
 PP0645'T 115N R 18W.
 PP0645' 
 PP0645
 PP0645                          STATION RECOVERY (2004)
 PP0645
 PP0645'RECOVERY NOTE BY US POWER SQUADRON 2004 (ATD)
 PP0645'RECOVERED IN GOOD CONDITION AS DESCRIBED. SPSPS ATD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0506 ***********************************************************************
 QO0506  DESIGNATION -  38 BOLT
 QO0506  PID         -  QO0506
 QO0506  STATE/COUNTY-  MN/RAMSEY
 QO0506  COUNTRY     -  US
 QO0506  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0506
 QO0506                         *CURRENT SURVEY CONTROL
 QO0506  ______________________________________________________________________
 QO0506* NAD 83(1986) POSITION- 45 04 19.06   (N) 093 01 19.20   (W)   HD_HELD1  
 QO0506* NAVD 88 ORTHO HEIGHT -   282.05   (+/-2cm)     925.4   (feet) VERTCON   
 QO0506  ______________________________________________________________________
 QO0506  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0506  VERT ORDER      -  ? (See Below)
 QO0506
 QO0506.The horizontal coordinates were established by differentially corrected
 QO0506.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO0506.
 QO0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0506
 QO0506.The vertical order pertains to the NGVD 29 superseded value.
 QO0506
 QO0506.Photographs are available for this station.
 QO0506
 QO0506;                    North         East    Units  Estimated Accuracy
 QO0506;SPC MN S     -   330,684.4     877,011.6     MT  (+/- 3 meters HH1 GPS) 
 QO0506
 QO0506                          SUPERSEDED SURVEY CONTROL
 QO0506
 QO0506  NGVD 29 (??/??/92)  281.989  (m)          925.16   (f) ADJ UNCH       
 QO0506
 QO0506.Superseded values are not recommended for survey control.
 QO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0506.See file dsdata.txt to determine how the superseded data were derived.
 QO0506
 QO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK9826890944(NAD 83)
 QO0506
 QO0506_MARKER: B = BOLT
 QO0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO0506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0506_STAMPING: WITNESS CORNER
 QO0506_MARK LOGO: MRC   
 QO0506_PROJECTION: RECESSED 5 CENTIMETERS
 QO0506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO0506+STABILITY: SURFACE MOTION
 QO0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO0506+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 QO0506
 QO0506  HISTORY     - Date     Condition        Report By
 QO0506  HISTORY     - 1929     MONUMENTED       MRC
 QO0506  HISTORY     - 1891     GOOD             DOD
 QO0506  HISTORY     - 1950     MARK NOT FOUND   USGS
 QO0506  HISTORY     - 20030723 GOOD             MNDT
 QO0506  HISTORY     - 20070621 GOOD             MNDT
 QO0506
 QO0506                          STATION DESCRIPTION
 QO0506
 QO0506'DESCRIBED BY US DEPARTMENT OF DEFENSE 1891
 QO0506'1.2 MI SW FROM WHITE BEAR LAKE.
 QO0506'ABOUT 1.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QO0506'STATION AT WHITE BEAR LAKE, RAMSEY COUNTY, ABOUT 1,188 FEET SOUTHWEST
 QO0506'OF THE HEAD BLOCK OF THE CROSSOVER SWITCH OF THE MINNEAPOLIS BRANCH,
 QO0506'ABOUT 780 FEET NORTHEAST OF SIGNAL 94, 41.5 FEET SOUTHEAST OF THE
 QO0506'SOUTHEAST RAIL, AND ABOUT 100 FEET NORTHWEST OF THE CENTER LINE OF
 QO0506'U.S. HIGHWAY 61.  THE TOP OF A COPPER BOLT LEADED IN A TILE ABOUT
 QO0506'3-1/2 FEET UNDERGROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH IRON
 QO0506'PIPE BEARING A MISSISSIPPI RIVER COMMISSION STANDARD CAP AND
 QO0506'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 QO0506
 QO0506                          STATION RECOVERY (1950)
 QO0506
 QO0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QO0506'MARK NOT FOUND.
 QO0506
 QO0506                          STATION RECOVERY (2003)
 QO0506
 QO0506'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RIC)
 QO0506'1.2 MILES SOUTHWEST OF WHITE BEAR LAKE RAILROAD STATION, 2.8 MILES
 QO0506'NORTH ON TRUNK HIGHWAY 61 FROM JUNCTION TH61 AND INTERSTATE 694, 1188
 QO0506'FEET SOUTHWEST OF HEAD BLOCK CROSSOVER SWITCH, 780 FEET NORTHEAST OF
 QO0506'RAILROAD SIGNAL, 41.5 FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD,
 QO0506'100 FEET NORTHWEST OF TRUNK HIGHWAY 61, 28.1 FEET WEST OF POWER POLE,
 QO0506'27.1 FEET EAST OF CENTERLINE OF HOFFMAN ROAD, 1.9 FEET NORTHWEST OF
 QO0506'WITNESS POST, STATION WAS NOT FOUND IN 1950
 QO0506
 QO0506                          STATION RECOVERY (2007)
 QO0506
 QO0506'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0506'2.8 MILES NORTH ON TRUNK HIGHWAY 61 FROM JUNCTION OF TRUNK HIGHWAY 61
 QO0506'AND INTERSTATE 694, 1.2 MILES SOUTHWEST OF WHITE BEAR LAKE RAILROAD
 QO0506'STATION, 1188 FEET SOUTHWEST OF HEAD BLOCK CROSSOVER SWITCH, 780 FEET
 QO0506'NORTHEAST OF RAILROAD SIGNAL, 100 FEET NORTHWEST OF TRUNK HIGHWAY 61,
 QO0506'41.5 FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD, 32 FEET NORTH OF
 QO0506'THE NORTH END OF PARKING LOT, 28.1 FEET WEST OF POWER POLE, 27.1 FEET
 QO0506'EAST OF CENTERLINE OF HOFFMAN ROAD, 1.9 FEET NORTHWEST OF WITNESS
 QO0506'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0507 ***********************************************************************
 QO0507  DESIGNATION -  38 CAP
 QO0507  PID         -  QO0507
 QO0507  STATE/COUNTY-  MN/RAMSEY
 QO0507  COUNTRY     -  US
 QO0507  USGS QUAD   -  WHITE BEAR LAKE WEST (1993)
 QO0507
 QO0507                         *CURRENT SURVEY CONTROL
 QO0507  ______________________________________________________________________
 QO0507* NAD 83(1986) POSITION- 45 04 04.     (N) 093 01 39.     (W)   SCALED    
 QO0507* NAVD 88 ORTHO HEIGHT -   283.26   (+/-2cm)     929.3   (feet) VERTCON   
 QO0507  ______________________________________________________________________
 QO0507  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 QO0507  VERT ORDER      -  ? (See Below)
 QO0507
 QO0507.The horizontal coordinates were scaled from a topographic map and have
 QO0507.an estimated accuracy of +/- 6 seconds.
 QO0507.
 QO0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 QO0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QO0507
 QO0507.The vertical order pertains to the NGVD 29 superseded value.
 QO0507
 QO0507;                    North         East    Units  Estimated Accuracy
 QO0507;SPC MN S     -   330,210.      876,580.      MT  (+/- 180 meters Scaled)
 QO0507
 QO0507                          SUPERSEDED SURVEY CONTROL
 QO0507
 QO0507  NGVD 29 (??/??/92)  283.208  (m)          929.16   (f) ADJ UNCH       
 QO0507
 QO0507.Superseded values are not recommended for survey control.
 QO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0507.See file dsdata.txt to determine how the superseded data were derived.
 QO0507
 QO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK978904(NAD 83)
 QO0507
 QO0507_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 QO0507_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QO0507_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QO0507_STAMPING: UNSTAMPED
 QO0507_MARK LOGO: MRC   
 QO0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0507
 QO0507  HISTORY     - Date     Condition        Report By
 QO0507  HISTORY     - UNK      MONUMENTED       MRC
 QO0507  HISTORY     - 1891     GOOD             DOD
 QO0507  HISTORY     - 1950     MARK NOT FOUND   USGS
 QO0507  HISTORY     - 20070621 MARK NOT FOUND   MNDT
 QO0507
 QO0507                          STATION DESCRIPTION
 QO0507
 QO0507'DESCRIBED BY US DEPARTMENT OF DEFENSE 1891
 QO0507'1.2 MI SW FROM WHITE BEAR LAKE.
 QO0507'ABOUT 1.2 MILES SOUTHWEST ALONG THE NORTHERN PACIFIC RAILWAY FROM THE
 QO0507'STATION AT WHITE BEAR LAKE, RAMSEY COUNTY, ABOUT 1,188 FEET SOUTHWEST
 QO0507'OF THE HEAD BLOCK OF THE CROSSOVER SWITCH OF THE MINNEAPOLIS BRANCH,
 QO0507'ABOUT 780 FEET NORTHEAST OF SIGNAL 94, 41.5 FEET SOUTHEAST OF THE
 QO0507'SOUTHEAST RAIL, AND ABOUT 100 FEET NORTHWEST OF THE CENTER LINE OF
 QO0507'U.S. HIGHWAY 61.  A TILE A 4-INCH IRON PIPE BEARING A MISSISSIPPI
 QO0507'RIVER COMMISSION STANDARD CAP AND PROJECTING ABOUT 8 INCHES ABOVE
 QO0507'GROUND.
 QO0507
 QO0507                          STATION RECOVERY (1950)
 QO0507
 QO0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 QO0507'MARK NOT FOUND.
 QO0507
 QO0507                          STATION RECOVERY (2007)
 QO0507
 QO0507'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WEF)
 QO0507'IN WHITE BEAR LAKE, ABOUT 1.2 MILES SOUTHWEST ALONG THE NORTHERN
 QO0507'PACIFIC RAILWAY FROM THE STATION AT WHITE BEAR LAKE, RAMSEY COUNTY,
 QO0507'ABOUT 1,188 FEET SOUTHWEST OF THE HEAD BLOCK OF THE CROSSOVER SWITCH
 QO0507'OF THE MINNEAPOLIS BRANCH ABOUT 780 FEET NORTHEAST OF SIGNAL 94, 41.5
 QO0507'FEET SOUTHEAST OF RAIL, ABOUT 100 FEET NORTHWEST OF THE CENTERLINE OF
 QO0507'INTERSTATE HIGHWAY 61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8135 ***********************************************************************
 DM8135  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8135  DESIGNATION -  38 DLS
 DM8135  PID         -  DM8135
 DM8135  STATE/COUNTY-  MN/ITASCA
 DM8135  COUNTRY     -  US
 DM8135  USGS QUAD   -  POMROY (1971)
 DM8135
 DM8135                         *CURRENT SURVEY CONTROL
 DM8135  ______________________________________________________________________
 DM8135* NAD 83(2007) POSITION- 47 49 58.41887(N) 093 58 19.59375(W)   ADJUSTED  
 DM8135* NAD 83(2007) ELLIP HT-   393.398 (meters)        (06/13/11)   ADJUSTED
 DM8135* NAD 83(2007) EPOCH   -  2002.00
 DM8135* NAVD 88 ORTHO HEIGHT -   422.17   (meters)    1385.1   (feet) GPS OBS   
 DM8135  ______________________________________________________________________
 DM8135  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 DM8135  NAD 83(2007) X  -   -297,156.201 (meters)                     COMP
 DM8135  NAD 83(2007) Y  - -4,279,467.072 (meters)                     COMP
 DM8135  NAD 83(2007) Z  -  4,704,715.158 (meters)                     COMP
 DM8135  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC09
 DM8135  HORZ ORDER      -  FIRST
 DM8135  ELLP ORDER      -  FOURTH    CLASS I
 DM8135
 DM8135.The horizontal coordinates were established by GPS observations
 DM8135.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8135
 DM8135.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8135.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8135
 DM8135.The horizontal coordinates are valid at the epoch date displayed above
 DM8135.which is a decimal equivalence of Year/Month/Day.
 DM8135
 DM8135.The orthometric height was determined by GPS observations and a
 DM8135.high-resolution geoid model using precise GPS observation and
 DM8135.processing techniques.
 DM8135
 DM8135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8135
 DM8135.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8135
 DM8135.The ellipsoidal height was determined by GPS observations
 DM8135.and is referenced to NAD 83.
 DM8135
 DM8135. The following values were computed from the NAD 83(2007) position.
 DM8135
 DM8135;                    North         East     Units Scale Factor Converg.
 DM8135;SPC MN N     -   248,550.475   734,716.364   MT  0.99990282   -0 38 47.1
 DM8135;SPC MN N     -   815,452.68  2,410,481.94   sFT  0.99990282   -0 38 47.1
 DM8135;UTM  15      - 5,298,184.815   427,251.482   MT  0.99966503   -0 43 14.0
 DM8135
 DM8135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8135!SPC MN N     -   0.99993834  x   0.99990282  =   0.99984117
 DM8135!UTM  15      -   0.99993834  x   0.99966503  =   0.99960340
 DM8135
 DM8135                          SUPERSEDED SURVEY CONTROL
 DM8135
 DM8135.No superseded survey control is available for this station.
 DM8135
 DM8135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2725198184(NAD 83)
 DM8135
 DM8135_MARKER: DD = SURVEY DISK
 DM8135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8135_STAMPING: 38 DLS 1969
 DM8135_MARK LOGO: USGS  
 DM8135_PROJECTION: FLUSH
 DM8135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8135+STABILITY: SURFACE MOTION
 DM8135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8135+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2009
 DM8135
 DM8135  HISTORY     - Date     Condition        Report By
 DM8135  HISTORY     - 19690401 MONUMENTED       USGS
 DM8135  HISTORY     - 20091116 GOOD             MNDT
 DM8135
 DM8135                          STATION DESCRIPTION
 DM8135
 DM8135'DESCRIBED BY MN DEPT OF TRANSP 2009 (GTC)
 DM8135'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8135'THE MARK IS 7 MILES NORTH OF WIRT ON COUNTY ROAD 31 AND COUNTY ROAD
 DM8135'27, ABOUT 1 MILE (1.6 KM) NORTHEAST OF POMROY THEN NORTH 1/4 MILE (0.4
 DM8135'KM), 30 FEET SOUTH AND 36 FEET WEST OF COUNTY ROAD 27 AT SECTION
 DM8135'CORNER WITNESS POST, 2 FEET SOUTH OF UTILITY POLE,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6949 ***********************************************************************
 DF6949  DESIGNATION -  38 DWB
 DF6949  PID         -  DF6949
 DF6949  STATE/COUNTY-  MN/JACKSON
 DF6949  COUNTRY     -  US
 DF6949  USGS QUAD   -  JACKSON (1970)
 DF6949
 DF6949                         *CURRENT SURVEY CONTROL
 DF6949  ______________________________________________________________________
 DF6949* NAD 83(2007) POSITION- 43 30 07.52537(N) 094 59 37.91574(W)   ADJUSTED  
 DF6949* NAD 83(2007) ELLIP HT-   410.722 (meters)        (02/10/07)   ADJUSTED
 DF6949* NAD 83(2007) EPOCH   -  2002.00
 DF6949* NAVD 88 ORTHO HEIGHT -   438.6    (meters)    1439.    (feet) GPS OBS   
 DF6949  ______________________________________________________________________
 DF6949  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF6949  GEOID HEIGHT    -        -27.85  (meters)                     GEOID03
 DF6949  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 DF6949  NAD 83(2007) X  -   -403,388.091 (meters)                     COMP
 DF6949  NAD 83(2007) Y  - -4,616,439.710 (meters)                     COMP
 DF6949  NAD 83(2007) Z  -  4,368,412.961 (meters)                     COMP
 DF6949  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC09
 DF6949
 DF6949  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6949  Type                                         Horiz  Ellip  Dist(km)
 DF6949  -------------------------------------------------------------------
 DF6949  NETWORK                                       0.47   0.63
 DF6949  -------------------------------------------------------------------
 DF6949  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.63   0.84     14.97
 DF6949  -------------------------------------------------------------------
 DF6949  NOTE: Click here for information on individual local accuracy
 DF6949  values and other accuracy information.
 DF6949
 DF6949
 DF6949.The horizontal coordinates were established by GPS observations
 DF6949.and adjusted by the National Geodetic Survey in February 2007.
 DF6949
 DF6949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6949.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6949
 DF6949.The horizontal coordinates are valid at the epoch date displayed above
 DF6949.which is a decimal equivalence of Year/Month/Day.
 DF6949
 DF6949.The orthometric height was determined by GPS observations and a
 DF6949.high-resolution geoid model.
 DF6949
 DF6949.Photographs are available for this station.
 DF6949
 DF6949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6949
 DF6949.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6949
 DF6949.The ellipsoidal height was determined by GPS observations
 DF6949.and is referenced to NAD 83.
 DF6949
 DF6949. The following values were computed from the NAD 83(2007) position.
 DF6949
 DF6949;                    North         East     Units Scale Factor Converg.
 DF6949;SPC MN S     -   156,278.687   719,618.364   MT  1.00007279   -0 41 47.9
 DF6949;SPC MN S     -   512,724.33  2,360,947.92   sFT  1.00007279   -0 41 47.9
 DF6949;UTM  15      - 4,818,504.604   338,811.091   MT  0.99991960   -1 22 22.2
 DF6949
 DF6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6949!SPC MN S     -   0.99993560  x   1.00007279  =   1.00000838
 DF6949!UTM  15      -   0.99993560  x   0.99991960  =   0.99985520
 DF6949
 DF6949                          SUPERSEDED SURVEY CONTROL
 DF6949
 DF6949  NAD 83(1996)-  43 30 07.52474(N)    094 59 37.91527(W) AD(       ) 1
 DF6949  ELLIP H (08/07/03)  410.777  (m)                       GP(       ) 3 1
 DF6949  NAVD 88 (08/07/03)  438.6    (m)  GEOID99 model used   GPS OBS        
 DF6949
 DF6949.Superseded values are not recommended for survey control.
 DF6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6949.See file dsdata.txt to determine how the superseded data were derived.
 DF6949
 DF6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ3881118504(NAD 83)
 DF6949
 DF6949_MARKER: DB = BENCH MARK DISK
 DF6949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6949_STAMPING: 38 DWB 1967 1439
 DF6949_MARK LOGO: USGS  
 DF6949_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DF6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6949+STABILITY: SURFACE MOTION
 DF6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6949+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 DF6949
 DF6949  HISTORY     - Date     Condition        Report By
 DF6949  HISTORY     - 1967     MONUMENTED       USGS
 DF6949  HISTORY     - 2002     GOOD             MNDT
 DF6949  HISTORY     - 20050210 GOOD             MNDT
 DF6949
 DF6949                          STATION DESCRIPTION
 DF6949
 DF6949'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6949'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS DECRIBED AS FOLLOWS.
 DF6949'7.5 MI SOUTH OF JACKSON, IN THE NE COR OF TH 71 STATE LINE ROADSIDE
 DF6949'PARK, 143 FT EAST OF TH 71, 431 FT NORTH OF STATE LINE ROAD, 193 FT NE
 DF6949'OF WELCOME MONUMENT, 28 FT NE OF ELM TREE, 8.0 FT SOUTH OF WITNESS
 DF6949'POST.
 DF6949
 DF6949                          STATION RECOVERY (2005)
 DF6949
 DF6949'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MW)
 DF6949'7.5 MILES SOUTH OF JACKSON, AT NORTHEAST CORNER OF TRUNK HIGHWAY 71 ST
 DF6949'ATE LINE ROADSIDE PARK, AT TRUNK HIGHWAY 71 MILEPOINT 0.05, 143 FEET E
 DF6949'AST OF TRUNK HIGHWAY 71, 431 FEET NORTH OF STATE LINE ROAD, 193 FEET N
 DF6949'ORTHEAST OF WELCOME MONUMENT, 28 FEET NORTHEAST OF ELM TREE, 8.0 FEET
 DF6949'SOUTH OF WITNESS POST .  THE MARK IS A DEPARTMENT OF INTERIOR DISK IN
 DF6949'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DJ9328 ***********************************************************************
 DJ9328  DESIGNATION -  38 WL
 DJ9328  PID         -  DJ9328
 DJ9328  STATE/COUNTY-  MN/FARIBAULT
 DJ9328  COUNTRY     -  US
 DJ9328  USGS QUAD   -  ELMORE (1967)
 DJ9328
 DJ9328                         *CURRENT SURVEY CONTROL
 DJ9328  ______________________________________________________________________
 DJ9328* NAD 83(1986) POSITION- 43 30 26.6    (N) 094 05 26.5    (W)   HD_HELD2  
 DJ9328* NAVD 88 ORTHO HEIGHT -   339.618  (meters)    1114.23  (feet) ADJUSTED  
 DJ9328  ______________________________________________________________________
 DJ9328  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DJ9328  DYNAMIC HEIGHT  -        339.548 (meters)     1114.00  (feet) COMP
 DJ9328  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 DJ9328
 DJ9328  VERT ORDER      -  SECOND    CLASS I
 DJ9328
 DJ9328.The horizontal coordinates were established by autonomous hand held GPS
 DJ9328.observations and have an estimated accuracy of +/- 10 meters.
 DJ9328.
 DJ9328.The orthometric height was determined by differential leveling and
 DJ9328.adjusted in June 2008.
 DJ9328
 DJ9328.No vertical observational check was made to the station.
 DJ9328
 DJ9328.The dynamic height is computed by dividing the NAVD 88
 DJ9328.geopotential number by the normal gravity value computed on the
 DJ9328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9328.degrees latitude (g = 980.6199 gals.).
 DJ9328
 DJ9328.The modeled gravity was interpolated from observed gravity values.
 DJ9328
 DJ9328;                    North         East    Units  Estimated Accuracy
 DJ9328;SPC MN S     -   156,383.      792,665.      MT  (+/- 10 meters HH2 GPS)
 DJ9328
 DJ9328                          SUPERSEDED SURVEY CONTROL
 DJ9328
 DJ9328.No superseded survey control is available for this station.
 DJ9328
 DJ9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1183417739(NAD 83)
 DJ9328
 DJ9328_MARKER: DD = SURVEY DISK
 DJ9328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9328_STAMPING: 38 WL 1965
 DJ9328_MARK LOGO: USGS  
 DJ9328_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DJ9328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9328+STABILITY: SURFACE MOTION
 DJ9328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9328+SATELLITE: SATELLITE OBSERVATIONS - 1965
 DJ9328
 DJ9328  HISTORY     - Date     Condition        Report By
 DJ9328  HISTORY     - 1965     MONUMENTED       USGS
 DJ9328
 DJ9328                          STATION DESCRIPTION
 DJ9328
 DJ9328'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DJ9328'IN ELMORE, 0.15 MI (0.2 KM) WEST OF THE JUNCTION OF COUNTY ROAD 9 AND
 DJ9328'TRUNK HIGHWAY 169, 33 FT (10.1 M) NORTH OF COUNTY ROAD 9, 9.9 FT (3.0
 DJ9328'M) NORTHEAST OF TELEPHONE POLE WITH LIGHT, 3 FT (0.9 M) SOUTHWEST OF
 DJ9328'SOUTH POST ON FENCE LINE NORTH, 1.0 FT (0.3 M) SOUTH OF A WITNESS
 DJ9328'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5782 ***********************************************************************
 DM5782  DESIGNATION -  3801 A
 DM5782  PID         -  DM5782
 DM5782  STATE/COUNTY-  MN/LAKE
 DM5782  COUNTRY     -  US
 DM5782  USGS QUAD   -  KANGAS BAY (1986)
 DM5782
 DM5782                         *CURRENT SURVEY CONTROL
 DM5782  ______________________________________________________________________
 DM5782* NAD 83(1986) POSITION- 47 48 57.7    (N) 091 47 01.0    (W)   HD_HELD2  
 DM5782* NAVD 88 ORTHO HEIGHT -   436.545  (meters)    1432.23  (feet) ADJUSTED  
 DM5782  ______________________________________________________________________
 DM5782  GEOID HEIGHT    -        -30.50  (meters)                     GEOID09
 DM5782  DYNAMIC HEIGHT  -        436.600 (meters)     1432.41  (feet) COMP
 DM5782  MODELED GRAVITY -    980,724.6   (mgal)                       NAVD 88
 DM5782
 DM5782  VERT ORDER      -  SECOND    CLASS I
 DM5782
 DM5782.The horizontal coordinates were established by autonomous hand held GPS
 DM5782.observations and have an estimated accuracy of +/- 10 meters.
 DM5782.
 DM5782.The orthometric height was determined by differential leveling and
 DM5782.adjusted in June 2011.
 DM5782
 DM5782.The dynamic height is computed by dividing the NAVD 88
 DM5782.geopotential number by the normal gravity value computed on the
 DM5782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5782.degrees latitude (g = 980.6199 gals.).
 DM5782
 DM5782.The modeled gravity was interpolated from observed gravity values.
 DM5782
 DM5782;                    North         East    Units  Estimated Accuracy
 DM5782;SPC MN N     -   247,146.      898,570.      MT  (+/- 10 meters HH2 GPS)
 DM5782
 DM5782                          SUPERSEDED SURVEY CONTROL
 DM5782
 DM5782.No superseded survey control is available for this station.
 DM5782
 DM5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9105896569(NAD 83)
 DM5782
 DM5782_MARKER: DD = SURVEY DISK
 DM5782_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5782_SP_SET: BRIDGE RAILING
 DM5782_STAMPING: 3801 A 2009
 DM5782_MARK LOGO: MNDT  
 DM5782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5782+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2009
 DM5782
 DM5782  HISTORY     - Date     Condition        Report By
 DM5782  HISTORY     - 19550401 MONUMENTED       MNDT
 DM5782  HISTORY     - 20090923 GOOD             MNDT
 DM5782
 DM5782                          STATION DESCRIPTION
 DM5782
 DM5782'DESCRIBED BY MN DEPT OF TRANSP 2009 (JBG)
 DM5782'THE MARK IS 7.0 MI (11.3 KM) SOUTHEAST OF ELY, IN BRIDGE RAIL IN
 DM5782'SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE NUMBER 6845 OVER KAWISHIWI.
 DM5782'8.3 MI SOUTHERLY ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DM5782'HIGHWAY 1 AND TRUNK HIGHWAY 169 IN ELY, AT TRUNK HIGHWAY 1 MILEPOST
 DM5782'294.55.
 DM5782' 
 DM5782'IT IS 18.80 FT (5.7 M) SOUTH OF TRUNK HIGHWAY, 1.30 FT (0.4 M) WEST OF
 DM5782'THE SOUTHEAST CORNER OF BRIDGE RAILING.
 DM5782' 
 DM5782'NOTE DISK SET IN BRIDGE WHEN BUILT IN 1955 THEN STAMPED WHEN USED IN
 DM5782'2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1770 ***********************************************************************
 DM1770  DESIGNATION -  3801 B
 DM1770  PID         -  DM1770
 DM1770  STATE/COUNTY-  MN/LAKE
 DM1770  COUNTRY     -  US
 DM1770  USGS QUAD   -  BOGBERRY LAKE (1986)
 DM1770
 DM1770                         *CURRENT SURVEY CONTROL
 DM1770  ______________________________________________________________________
 DM1770* NAD 83(2007) POSITION- 47 48 13.83362(N) 091 43 24.50843(W)   ADJUSTED  
 DM1770* NAD 83(2007) ELLIP HT-   428.013 (meters)        (07/14/10)   ADJUSTED
 DM1770* NAD 83(2007) EPOCH   -  2002.00
 DM1770* NAVD 88 ORTHO HEIGHT -   458.358  (meters)    1503.80  (feet) ADJUSTED  
 DM1770  ______________________________________________________________________
 DM1770  NAD 83(2007) X  -   -129,090.875 (meters)                     COMP
 DM1770  NAD 83(2007) Y  - -4,290,246.884 (meters)                     COMP
 DM1770  NAD 83(2007) Z  -  4,702,571.686 (meters)                     COMP
 DM1770  LAPLACE CORR    -          6.44  (seconds)                    DEFLEC09
 DM1770  GEOID HEIGHT    -        -30.33  (meters)                     GEOID09
 DM1770  DYNAMIC HEIGHT  -        458.418 (meters)     1503.99  (feet) COMP
 DM1770  MODELED GRAVITY -    980,727.5   (mgal)                       NAVD 88
 DM1770
 DM1770  HORZ ORDER      -  FIRST
 DM1770  VERT ORDER      -  SECOND    CLASS I
 DM1770  ELLP ORDER      -  THIRD     CLASS I
 DM1770
 DM1770.The horizontal coordinates were established by GPS observations
 DM1770.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1770
 DM1770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1770.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1770
 DM1770.The horizontal coordinates are valid at the epoch date displayed above
 DM1770.which is a decimal equivalence of Year/Month/Day.
 DM1770
 DM1770.The orthometric height was determined by differential leveling and
 DM1770.adjusted in June 2011.
 DM1770
 DM1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1770
 DM1770.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1770
 DM1770.The ellipsoidal height was determined by GPS observations
 DM1770.and is referenced to NAD 83.
 DM1770
 DM1770.The dynamic height is computed by dividing the NAVD 88
 DM1770.geopotential number by the normal gravity value computed on the
 DM1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1770.degrees latitude (g = 980.6199 gals.).
 DM1770
 DM1770.The modeled gravity was interpolated from observed gravity values.
 DM1770
 DM1770. The following values were computed from the NAD 83(2007) position.
 DM1770
 DM1770;                    North         East     Units Scale Factor Converg.
 DM1770;SPC MN N     -   245,870.360   903,097.045   MT  0.99990297   +1 01 13.1
 DM1770;SPC MN N     -   806,659.67  2,962,910.89   sFT  0.99990297   +1 01 13.1
 DM1770;UTM  15      - 5,295,287.424   595,582.708   MT  0.99971226   +0 56 44.8
 DM1770
 DM1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1770!SPC MN N     -   0.99993292  x   0.99990297  =   0.99983590
 DM1770!UTM  15      -   0.99993292  x   0.99971226  =   0.99964520
 DM1770
 DM1770:                Primary Azimuth Mark                     Grid Az
 DM1770:SPC MN N     -  3801 C                                   138 55 58.4
 DM1770:UTM  15      -  3801 C                                   139 00 26.7
 DM1770
 DM1770|---------------------------------------------------------------------|
 DM1770| PID    Reference Object                     Distance      Geod. Az  |
 DM1770|                                                           dddmmss.s |
 DM1770| DM1771 3801 C                              APPROX. 0.8 KM 1395711.5 |
 DM1770|---------------------------------------------------------------------|
 DM1770
 DM1770                          SUPERSEDED SURVEY CONTROL
 DM1770
 DM1770  NAVD 88 (07/14/10)  458.34   (m)         1503.7    (f) LEVELING    3  
 DM1770
 DM1770.Superseded values are not recommended for survey control.
 DM1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1770.See file dsdata.txt to determine how the superseded data were derived.
 DM1770
 DM1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9558295287(NAD 83)
 DM1770
 DM1770_MARKER: DD = SURVEY DISK
 DM1770_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM1770_SP_SET: ROCK
 DM1770_STAMPING: 3801 B 2009
 DM1770_MARK LOGO: MNDT  
 DM1770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1770+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1770
 DM1770  HISTORY     - Date     Condition        Report By
 DM1770  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1770  HISTORY     - 2009     GOOD             MNDT
 DM1770
 DM1770                          STATION DESCRIPTION
 DM1770
 DM1770'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1770'THE MARK IS 9.0 MILES SOUTHEAST OF ELY, 11.55 MILES SOUTHERLY ALONG
 DM1770'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1770'IN ELY, AT TRUNK HIGHWAY 1 MILEPOST 297.80, 68.1 FEET WEST-SOUTHWEST
 DM1770'OF CURVE ARROW SIGN POST, 39.2 FEET WEST OF TRUNK HIGHWAY 1, 3.7 FEET
 DM1770'EAST OF WEST EDGE OF ROCK OUTCROP, 1.4 FEET EAST OF WITNESS POST.
 DM1770
 DM1770                          STATION RECOVERY (2009)
 DM1770
 DM1770'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1771 ***********************************************************************
 DM1771  DESIGNATION -  3801 C
 DM1771  PID         -  DM1771
 DM1771  STATE/COUNTY-  MN/LAKE
 DM1771  COUNTRY     -  US
 DM1771  USGS QUAD   -  BOGBERRY LAKE (1986)
 DM1771
 DM1771                         *CURRENT SURVEY CONTROL
 DM1771  ______________________________________________________________________
 DM1771* NAD 83(2007) POSITION- 47 47 53.12735(N) 091 42 58.68013(W)   ADJUSTED  
 DM1771* NAD 83(2007) ELLIP HT-   432.785 (meters)        (07/14/10)   ADJUSTED
 DM1771* NAD 83(2007) EPOCH   -  2002.00
 DM1771* NAVD 88 ORTHO HEIGHT -   463.089  (meters)    1519.32  (feet) ADJUSTED  
 DM1771  ______________________________________________________________________
 DM1771  NAD 83(2007) X  -   -128,567.940 (meters)                     COMP
 DM1771  NAD 83(2007) Y  - -4,290,739.802 (meters)                     COMP
 DM1771  NAD 83(2007) Z  -  4,702,145.624 (meters)                     COMP
 DM1771  LAPLACE CORR    -          6.52  (seconds)                    DEFLEC09
 DM1771  GEOID HEIGHT    -        -30.29  (meters)                     GEOID09
 DM1771  DYNAMIC HEIGHT  -        463.150 (meters)     1519.52  (feet) COMP
 DM1771  MODELED GRAVITY -    980,728.2   (mgal)                       NAVD 88
 DM1771
 DM1771  HORZ ORDER      -  FIRST
 DM1771  VERT ORDER      -  SECOND    CLASS I
 DM1771  ELLP ORDER      -  THIRD     CLASS I
 DM1771
 DM1771.The horizontal coordinates were established by GPS observations
 DM1771.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1771
 DM1771.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1771.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1771
 DM1771.The horizontal coordinates are valid at the epoch date displayed above
 DM1771.which is a decimal equivalence of Year/Month/Day.
 DM1771
 DM1771.The orthometric height was determined by differential leveling and
 DM1771.adjusted in June 2011.
 DM1771
 DM1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1771
 DM1771.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1771
 DM1771.The ellipsoidal height was determined by GPS observations
 DM1771.and is referenced to NAD 83.
 DM1771
 DM1771.The dynamic height is computed by dividing the NAVD 88
 DM1771.geopotential number by the normal gravity value computed on the
 DM1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1771.degrees latitude (g = 980.6199 gals.).
 DM1771
 DM1771.The modeled gravity was interpolated from observed gravity values.
 DM1771
 DM1771. The following values were computed from the NAD 83(2007) position.
 DM1771
 DM1771;                    North         East     Units Scale Factor Converg.
 DM1771;SPC MN N     -   245,240.603   903,645.781   MT  0.99990303   +1 01 32.3
 DM1771;SPC MN N     -   804,593.55  2,964,711.20   sFT  0.99990303   +1 01 32.3
 DM1771;UTM  15      - 5,294,657.073   596,130.520   MT  0.99971356   +0 57 03.7
 DM1771
 DM1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1771!SPC MN N     -   0.99993217  x   0.99990303  =   0.99983521
 DM1771!UTM  15      -   0.99993217  x   0.99971356  =   0.99964575
 DM1771
 DM1771:                Primary Azimuth Mark                     Grid Az
 DM1771:SPC MN N     -  3801 B                                   318 55 58.3
 DM1771:UTM  15      -  3801 B                                   319 00 26.9
 DM1771
 DM1771|---------------------------------------------------------------------|
 DM1771| PID    Reference Object                     Distance      Geod. Az  |
 DM1771|                                                           dddmmss.s |
 DM1771| DM1770 3801 B                              APPROX. 0.8 KM 3195730.6 |
 DM1771|---------------------------------------------------------------------|
 DM1771
 DM1771                          SUPERSEDED SURVEY CONTROL
 DM1771
 DM1771  NAVD 88 (07/14/10)  463.07   (m)         1519.3    (f) LEVELING    3  
 DM1771
 DM1771.Superseded values are not recommended for survey control.
 DM1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1771.See file dsdata.txt to determine how the superseded data were derived.
 DM1771
 DM1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9613094657(NAD 83)
 DM1771
 DM1771_MARKER: DD = SURVEY DISK
 DM1771_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM1771_SP_SET: ROCK
 DM1771_STAMPING: 3801 C 2009
 DM1771_MARK LOGO: MNDT  
 DM1771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1771+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1771
 DM1771  HISTORY     - Date     Condition        Report By
 DM1771  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1771  HISTORY     - 2009     GOOD             MNDT
 DM1771
 DM1771                          STATION DESCRIPTION
 DM1771
 DM1771'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1771'THE MARK IS 10.0 MILES SOUTHEAST OF ELY, 12.0 MILES SOUTHERLY ALONG
 DM1771'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1771'IN ELY, AT TRUNK HIGHWAY 1 MILEPOST 298.25, 225.0 FEET SOUTH OF TRUNK
 DM1771'HIGHWAY 1, 25 FEET EAST OF TRAIL, 2.1 FEET NORTH-NORTHEAST OF WITNESS
 DM1771'POST.
 DM1771
 DM1771                          STATION RECOVERY (2009)
 DM1771
 DM1771'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1771'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1772 ***********************************************************************
 DM1772  DESIGNATION -  3801 D
 DM1772  PID         -  DM1772
 DM1772  STATE/COUNTY-  MN/LAKE
 DM1772  COUNTRY     -  US
 DM1772  USGS QUAD   -  BOGBERRY LAKE (1986)
 DM1772
 DM1772                         *CURRENT SURVEY CONTROL
 DM1772  ______________________________________________________________________
 DM1772* NAD 83(2007) POSITION- 47 46 17.31584(N) 091 40 02.01826(W)   ADJUSTED  
 DM1772* NAD 83(2007) ELLIP HT-   448.523 (meters)        (07/14/10)   ADJUSTED
 DM1772* NAD 83(2007) EPOCH   -  2002.00
 DM1772* NAVD 88 ORTHO HEIGHT -   478.573  (meters)    1570.12  (feet) ADJUSTED  
 DM1772  ______________________________________________________________________
 DM1772  NAD 83(2007) X  -   -124,957.032 (meters)                     COMP
 DM1772  NAD 83(2007) Y  - -4,293,049.756 (meters)                     COMP
 DM1772  NAD 83(2007) Z  -  4,700,168.844 (meters)                     COMP
 DM1772  LAPLACE CORR    -          7.39  (seconds)                    DEFLEC09
 DM1772  GEOID HEIGHT    -        -30.02  (meters)                     GEOID09
 DM1772  DYNAMIC HEIGHT  -        478.637 (meters)     1570.33  (feet) COMP
 DM1772  MODELED GRAVITY -    980,729.5   (mgal)                       NAVD 88
 DM1772
 DM1772  HORZ ORDER      -  FIRST
 DM1772  VERT ORDER      -  SECOND    CLASS I
 DM1772  ELLP ORDER      -  THIRD     CLASS I
 DM1772
 DM1772.The horizontal coordinates were established by GPS observations
 DM1772.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1772
 DM1772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1772.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1772
 DM1772.The horizontal coordinates are valid at the epoch date displayed above
 DM1772.which is a decimal equivalence of Year/Month/Day.
 DM1772
 DM1772.The orthometric height was determined by differential leveling and
 DM1772.adjusted in June 2011.
 DM1772
 DM1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1772
 DM1772.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1772
 DM1772.The ellipsoidal height was determined by GPS observations
 DM1772.and is referenced to NAD 83.
 DM1772
 DM1772.The dynamic height is computed by dividing the NAVD 88
 DM1772.geopotential number by the normal gravity value computed on the
 DM1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1772.degrees latitude (g = 980.6199 gals.).
 DM1772
 DM1772.The modeled gravity was interpolated from observed gravity values.
 DM1772
 DM1772. The following values were computed from the NAD 83(2007) position.
 DM1772
 DM1772;                    North         East     Units Scale Factor Converg.
 DM1772;SPC MN N     -   242,349.220   907,375.992   MT  0.99990344   +1 03 43.2
 DM1772;SPC MN N     -   795,107.40  2,976,949.40   sFT  0.99990344   +1 03 43.2
 DM1772;UTM  15      - 5,291,761.358   599,856.261   MT  0.99972253   +0 59 13.1
 DM1772
 DM1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1772!SPC MN N     -   0.99992971  x   0.99990344  =   0.99983315
 DM1772!UTM  15      -   0.99992971  x   0.99972253  =   0.99965225
 DM1772
 DM1772:                Primary Azimuth Mark                     Grid Az
 DM1772:SPC MN N     -  PROT                                     107 18 04.8
 DM1772:UTM  15      -  PROT                                     107 22 34.9
 DM1772
 DM1772|---------------------------------------------------------------------|
 DM1772| PID    Reference Object                     Distance      Geod. Az  |
 DM1772|                                                           dddmmss.s |
 DM1772| DM1799 ROCKS                               224.996 METERS 09922     |
 DM1772| DM1798 PROT                                404.975 METERS 1082148.0 |
 DM1772| DM1773 3801 E                              APPROX. 1.4 KM 1240712.5 |
 DM1772|---------------------------------------------------------------------|
 DM1772
 DM1772                          SUPERSEDED SURVEY CONTROL
 DM1772
 DM1772  NAVD 88 (07/14/10)  478.55   (m)         1570.0    (f) LEVELING    3  
 DM1772
 DM1772.Superseded values are not recommended for survey control.
 DM1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1772.See file dsdata.txt to determine how the superseded data were derived.
 DM1772
 DM1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9985691761(NAD 83)
 DM1772
 DM1772_MARKER: DD = SURVEY DISK
 DM1772_SETTING: 66 = SET IN ROCK OUTCROP
 DM1772_STAMPING: 3801 D 2009
 DM1772_MARK LOGO: MNDT  
 DM1772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DM1772+STABILITY: POSITION/ELEVATION WELL
 DM1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1772+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1772
 DM1772  HISTORY     - Date     Condition        Report By
 DM1772  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1772  HISTORY     - 2009     GOOD             MNDT
 DM1772
 DM1772                          STATION DESCRIPTION
 DM1772
 DM1772'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1772'THE MARK IS 13.0 MILES SOUTHEAST OF ELY, 15.25 MILES SOUTHERLY ALONG
 DM1772'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1772'IN ELY, AT TRUNK HIGHWAY 1 MILEPOINT 301.5, 64.5 FEET SOUTH OF TRUNK
 DM1772'HIGHWAY 1, MARK IS IN A LARGE ROCK OUTCROP IN SWAMP AREA, 2.4 FEET
 DM1772'SOUTH OF WITNESS POST.
 DM1772
 DM1772                          STATION RECOVERY (2009)
 DM1772
 DM1772'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1772'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1773 ***********************************************************************
 DM1773  DESIGNATION -  3801 E
 DM1773  PID         -  DM1773
 DM1773  STATE/COUNTY-  MN/LAKE
 DM1773  COUNTRY     -  US
 DM1773  USGS QUAD   -  BOGBERRY LAKE (1986)
 DM1773
 DM1773                         *CURRENT SURVEY CONTROL
 DM1773  ______________________________________________________________________
 DM1773* NAD 83(2007) POSITION- 47 45 52.29539(N) 091 39 07.25658(W)   ADJUSTED  
 DM1773* NAD 83(2007) ELLIP HT-   446.392 (meters)        (07/14/10)   ADJUSTED
 DM1773* NAD 83(2007) EPOCH   -  2002.00
 DM1773* NAVD 88 ORTHO HEIGHT -   476.366  (meters)    1562.88  (feet) ADJUSTED  
 DM1773  ______________________________________________________________________
 DM1773  NAD 83(2007) X  -   -123,833.712 (meters)                     COMP
 DM1773  NAD 83(2007) Y  - -4,293,653.321 (meters)                     COMP
 DM1773  NAD 83(2007) Z  -  4,699,647.834 (meters)                     COMP
 DM1773  LAPLACE CORR    -          7.74  (seconds)                    DEFLEC09
 DM1773  GEOID HEIGHT    -        -29.94  (meters)                     GEOID09
 DM1773  DYNAMIC HEIGHT  -        476.429 (meters)     1563.08  (feet) COMP
 DM1773  MODELED GRAVITY -    980,729.5   (mgal)                       NAVD 88
 DM1773
 DM1773  HORZ ORDER      -  FIRST
 DM1773  VERT ORDER      -  SECOND    CLASS I
 DM1773  ELLP ORDER      -  THIRD     CLASS I
 DM1773
 DM1773.The horizontal coordinates were established by GPS observations
 DM1773.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1773
 DM1773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1773.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1773
 DM1773.The horizontal coordinates are valid at the epoch date displayed above
 DM1773.which is a decimal equivalence of Year/Month/Day.
 DM1773
 DM1773.The orthometric height was determined by differential leveling and
 DM1773.adjusted in June 2011.
 DM1773
 DM1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1773
 DM1773.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1773
 DM1773.The ellipsoidal height was determined by GPS observations
 DM1773.and is referenced to NAD 83.
 DM1773
 DM1773.The dynamic height is computed by dividing the NAVD 88
 DM1773.geopotential number by the normal gravity value computed on the
 DM1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1773.degrees latitude (g = 980.6199 gals.).
 DM1773
 DM1773.The modeled gravity was interpolated from observed gravity values.
 DM1773
 DM1773. The following values were computed from the NAD 83(2007) position.
 DM1773
 DM1773;                    North         East     Units Scale Factor Converg.
 DM1773;SPC MN N     -   241,597.918   908,530.331   MT  0.99990358   +1 04 23.8
 DM1773;SPC MN N     -   792,642.50  2,980,736.59   sFT  0.99990358   +1 04 23.8
 DM1773;UTM  15      - 5,291,008.678   601,009.407   MT  0.99972538   +0 59 53.2
 DM1773
 DM1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1773!SPC MN N     -   0.99993004  x   0.99990358  =   0.99983363
 DM1773!UTM  15      -   0.99993004  x   0.99972538  =   0.99965544
 DM1773
 DM1773:                Primary Azimuth Mark                     Grid Az
 DM1773:SPC MN N     -  3801 D                                   303 03 29.3
 DM1773:UTM  15      -  3801 D                                   303 07 59.9
 DM1773
 DM1773|---------------------------------------------------------------------|
 DM1773| PID    Reference Object                     Distance      Geod. Az  |
 DM1773|                                                           dddmmss.s |
 DM1773| DM1772 3801 D                              APPROX. 1.4 KM 3040753.1 |
 DM1773|---------------------------------------------------------------------|
 DM1773
 DM1773                          SUPERSEDED SURVEY CONTROL
 DM1773
 DM1773  NAVD 88 (07/14/10)  476.34   (m)         1562.8    (f) LEVELING    3  
 DM1773
 DM1773.Superseded values are not recommended for survey control.
 DM1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1773.See file dsdata.txt to determine how the superseded data were derived.
 DM1773
 DM1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0100991008(NAD 83)
 DM1773
 DM1773_MARKER: DD = SURVEY DISK
 DM1773_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM1773_SP_SET: ROCK
 DM1773_STAMPING: 3801 E 2009
 DM1773_MARK LOGO: MNDT  
 DM1773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1773+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1773
 DM1773  HISTORY     - Date     Condition        Report By
 DM1773  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1773  HISTORY     - 2009     GOOD             MNDT
 DM1773
 DM1773                          STATION DESCRIPTION
 DM1773
 DM1773'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1773'THE MARK IS 13.5 MILES SOUTHEAST OF ELY, 16.3 MILES SOUTHERLY ALONG
 DM1773'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1773'IN ELY TO DIM TRAIL NORTHWEST, AT TRUNK HIGHWAY 1 MILEPOST 302.5,
 DM1773'189.9 FEET NORTHEAST OF TRUNK HIGHWAY 1, 5.0 FEET NORTHWEST OF TRAIL,
 DM1773'11.0 FEET SOUTHEAST OF WITNESS POST.
 DM1773
 DM1773                          STATION RECOVERY (2009)
 DM1773
 DM1773'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1773'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5783 ***********************************************************************
 DM5783  DESIGNATION -  3801 F
 DM5783  PID         -  DM5783
 DM5783  STATE/COUNTY-  MN/LAKE
 DM5783  COUNTRY     -  US
 DM5783  USGS QUAD   -  BOGBERRY LAKE (1986)
 DM5783
 DM5783                         *CURRENT SURVEY CONTROL
 DM5783  ______________________________________________________________________
 DM5783* NAD 83(1986) POSITION- 47 45 12.0    (N) 091 38 36.6    (W)   HD_HELD2  
 DM5783* NAVD 88 ORTHO HEIGHT -   483.332  (meters)    1585.73  (feet) ADJUSTED  
 DM5783  ______________________________________________________________________
 DM5783  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 DM5783  DYNAMIC HEIGHT  -        483.397 (meters)     1585.95  (feet) COMP
 DM5783  MODELED GRAVITY -    980,732.9   (mgal)                       NAVD 88
 DM5783
 DM5783  VERT ORDER      -  SECOND    CLASS I
 DM5783
 DM5783.The horizontal coordinates were established by autonomous hand held GPS
 DM5783.observations and have an estimated accuracy of +/- 10 meters.
 DM5783.
 DM5783.The orthometric height was determined by differential leveling and
 DM5783.adjusted in June 2011.
 DM5783
 DM5783.The dynamic height is computed by dividing the NAVD 88
 DM5783.geopotential number by the normal gravity value computed on the
 DM5783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5783.degrees latitude (g = 980.6199 gals.).
 DM5783
 DM5783.The modeled gravity was interpolated from observed gravity values.
 DM5783
 DM5783;                    North         East    Units  Estimated Accuracy
 DM5783;SPC MN N     -   240,366.      909,192.      MT  (+/- 10 meters HH2 GPS)
 DM5783
 DM5783                          SUPERSEDED SURVEY CONTROL
 DM5783
 DM5783.No superseded survey control is available for this station.
 DM5783
 DM5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0166989775(NAD 83)
 DM5783
 DM5783_MARKER: I = METAL ROD
 DM5783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5783_STAMPING: 3801 F 2009
 DM5783_MARK LOGO: MNDT  
 DM5783_PROJECTION: FLUSH
 DM5783_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5783+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DM5783_ROD/PIPE-DEPTH:  3.7 meters
 DM5783
 DM5783  HISTORY     - Date     Condition        Report By
 DM5783  HISTORY     - 20091019 MONUMENTED       MNDT
 DM5783
 DM5783                          STATION DESCRIPTION
 DM5783
 DM5783'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5783'THE MARK IS 14.0 MI (22.5 KM) SOUTHEAST OF ELY.
 DM5783' 
 DM5783'17.30 MI SOUTHERLY ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DM5783'HIGHWAY 1 AND TRUNK HIGHWAY 169 IN ELY TO A DIM TRAIL (FOREST ROAD
 DM5783'1465) GOING NORTHEAST, AT TRUNK HIGHWAY 1 MILE POINT 303.40.
 DM5783' 
 DM5783'IT IS 80.9 FT (24.7 M) NORTHEAST OF TRUNK HIGHWAY 1, 8.5 FT (2.6 M)
 DM5783'NORTHWEST OF DRIVE TO FIRE NUMBER 1465, 1.9 FT (0.6 M) SOUTHEAST OF A
 DM5783'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1774 ***********************************************************************
 DM1774  DESIGNATION -  3801 G
 DM1774  PID         -  DM1774
 DM1774  STATE/COUNTY-  MN/LAKE
 DM1774  COUNTRY     -  US
 DM1774  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM1774
 DM1774                         *CURRENT SURVEY CONTROL
 DM1774  ______________________________________________________________________
 DM1774* NAD 83(2007) POSITION- 47 44 18.29841(N) 091 38 31.26555(W)   ADJUSTED  
 DM1774* NAD 83(2007) ELLIP HT-   457.676 (meters)        (07/14/10)   ADJUSTED
 DM1774* NAD 83(2007) EPOCH   -  2002.00
 DM1774* NAVD 88 ORTHO HEIGHT -   487.438  (meters)    1599.20  (feet) ADJUSTED  
 DM1774  ______________________________________________________________________
 DM1774  NAD 83(2007) X  -   -123,146.313 (meters)                     COMP
 DM1774  NAD 83(2007) Y  - -4,295,830.682 (meters)                     COMP
 DM1774  NAD 83(2007) Z  -  4,697,704.167 (meters)                     COMP
 DM1774  LAPLACE CORR    -          7.47  (seconds)                    DEFLEC09
 DM1774  GEOID HEIGHT    -        -29.75  (meters)                     GEOID09
 DM1774  DYNAMIC HEIGHT  -        487.506 (meters)     1599.43  (feet) COMP
 DM1774  MODELED GRAVITY -    980,737.9   (mgal)                       NAVD 88
 DM1774
 DM1774  HORZ ORDER      -  FIRST
 DM1774  VERT ORDER      -  SECOND    CLASS I
 DM1774  ELLP ORDER      -  THIRD     CLASS I
 DM1774
 DM1774.The horizontal coordinates were established by GPS observations
 DM1774.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1774
 DM1774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1774.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1774
 DM1774.The horizontal coordinates are valid at the epoch date displayed above
 DM1774.which is a decimal equivalence of Year/Month/Day.
 DM1774
 DM1774.The orthometric height was determined by differential leveling and
 DM1774.adjusted in June 2011.
 DM1774
 DM1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1774
 DM1774.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1774
 DM1774.The ellipsoidal height was determined by GPS observations
 DM1774.and is referenced to NAD 83.
 DM1774
 DM1774.The dynamic height is computed by dividing the NAVD 88
 DM1774.geopotential number by the normal gravity value computed on the
 DM1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1774.degrees latitude (g = 980.6199 gals.).
 DM1774
 DM1774.The modeled gravity was interpolated from observed gravity values.
 DM1774
 DM1774. The following values were computed from the NAD 83(2007) position.
 DM1774
 DM1774;                    North         East     Units Scale Factor Converg.
 DM1774;SPC MN N     -   238,709.715   909,334.331   MT  0.99990424   +1 04 50.5
 DM1774;SPC MN N     -   783,166.79  2,983,374.38   sFT  0.99990424   +1 04 50.5
 DM1774;UTM  15      - 5,288,119.933   601,809.465   MT  0.99972737   +1 00 18.4
 DM1774
 DM1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1774!SPC MN N     -   0.99992827  x   0.99990424  =   0.99983252
 DM1774!UTM  15      -   0.99992827  x   0.99972737  =   0.99965566
 DM1774
 DM1774:                Primary Azimuth Mark                     Grid Az
 DM1774:SPC MN N     -  3801 H                                   192 49 08.9
 DM1774:UTM  15      -  3801 H                                   192 53 41.0
 DM1774
 DM1774|---------------------------------------------------------------------|
 DM1774| PID    Reference Object                     Distance      Geod. Az  |
 DM1774|                                                           dddmmss.s |
 DM1774| DM1775 3801 H                              APPROX. 1.1 KM 1935359.4 |
 DM1774|---------------------------------------------------------------------|
 DM1774
 DM1774                          SUPERSEDED SURVEY CONTROL
 DM1774
 DM1774  NAVD 88 (07/14/10)  487.42   (m)         1599.1    (f) LEVELING    3  
 DM1774
 DM1774.Superseded values are not recommended for survey control.
 DM1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1774.See file dsdata.txt to determine how the superseded data were derived.
 DM1774
 DM1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0180988119(NAD 83)
 DM1774
 DM1774_MARKER: I = METAL ROD
 DM1774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1774_STAMPING: 3801 G 2009
 DM1774_MARK LOGO: MNDT  
 DM1774_PROJECTION: FLUSH
 DM1774_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1774+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1774_ROD/PIPE-DEPTH:  4.0 meters
 DM1774
 DM1774  HISTORY     - Date     Condition        Report By
 DM1774  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1774  HISTORY     - 2009     GOOD             MNDT
 DM1774
 DM1774                          STATION DESCRIPTION
 DM1774
 DM1774'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1774'THE MARK IS 15.0 MILES SOUTHEAST OF ELY, 18.35 MILES SOUTHERLY ALONG
 DM1774'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1774'IN ELY AT TRUNK HIGHWAY 1 MILEPOST 304.45, 260 FEET SOUTHWEST OF TRUNK
 DM1774'HIGHWAY 1, 10.2 FEET EAST OF TRAIL, 12.3 FEET NORTHEAST OF WITNESS
 DM1774'POST.
 DM1774
 DM1774                          STATION RECOVERY (2009)
 DM1774
 DM1774'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1775 ***********************************************************************
 DM1775  DESIGNATION -  3801 H
 DM1775  PID         -  DM1775
 DM1775  STATE/COUNTY-  MN/LAKE
 DM1775  COUNTRY     -  US
 DM1775  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM1775
 DM1775                         *CURRENT SURVEY CONTROL
 DM1775  ______________________________________________________________________
 DM1775* NAD 83(2007) POSITION- 47 43 43.97343(N) 091 38 43.85566(W)   ADJUSTED  
 DM1775* NAD 83(2007) ELLIP HT-   457.399 (meters)        (07/14/10)   ADJUSTED
 DM1775* NAD 83(2007) EPOCH   -  2002.00
 DM1775* NAVD 88 ORTHO HEIGHT -   487.120  (meters)    1598.16  (feet) ADJUSTED  
 DM1775  ______________________________________________________________________
 DM1775  NAD 83(2007) X  -   -123,431.048 (meters)                     COMP
 DM1775  NAD 83(2007) Y  - -4,296,607.219 (meters)                     COMP
 DM1775  NAD 83(2007) Z  -  4,696,990.898 (meters)                     COMP
 DM1775  LAPLACE CORR    -          7.47  (seconds)                    DEFLEC09
 DM1775  GEOID HEIGHT    -        -29.70  (meters)                     GEOID09
 DM1775  DYNAMIC HEIGHT  -        487.189 (meters)     1598.39  (feet) COMP
 DM1775  MODELED GRAVITY -    980,739.5   (mgal)                       NAVD 88
 DM1775
 DM1775  HORZ ORDER      -  FIRST
 DM1775  VERT ORDER      -  SECOND    CLASS I
 DM1775  ELLP ORDER      -  THIRD     CLASS I
 DM1775
 DM1775.The horizontal coordinates were established by GPS observations
 DM1775.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1775
 DM1775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1775.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1775
 DM1775.The horizontal coordinates are valid at the epoch date displayed above
 DM1775.which is a decimal equivalence of Year/Month/Day.
 DM1775
 DM1775.The orthometric height was determined by differential leveling and
 DM1775.adjusted in June 2011.
 DM1775
 DM1775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1775
 DM1775.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1775
 DM1775.The ellipsoidal height was determined by GPS observations
 DM1775.and is referenced to NAD 83.
 DM1775
 DM1775.The dynamic height is computed by dividing the NAVD 88
 DM1775.geopotential number by the normal gravity value computed on the
 DM1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1775.degrees latitude (g = 980.6199 gals.).
 DM1775
 DM1775.The modeled gravity was interpolated from observed gravity values.
 DM1775
 DM1775. The following values were computed from the NAD 83(2007) position.
 DM1775
 DM1775;                    North         East     Units Scale Factor Converg.
 DM1775;SPC MN N     -   237,644.944   909,092.046   MT  0.99990454   +1 04 41.1
 DM1775;SPC MN N     -   779,673.45  2,982,579.49   sFT  0.99990454   +1 04 41.1
 DM1775;UTM  15      - 5,287,055.672   601,565.818   MT  0.99972676   +1 00 08.5
 DM1775
 DM1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1775!SPC MN N     -   0.99992831  x   0.99990454  =   0.99983286
 DM1775!UTM  15      -   0.99992831  x   0.99972676  =   0.99965509
 DM1775
 DM1775:                Primary Azimuth Mark                     Grid Az
 DM1775:SPC MN N     -  3801 J                                   181 09 11.7
 DM1775:UTM  15      -  3801 J                                   181 13 44.3
 DM1775
 DM1775|---------------------------------------------------------------------|
 DM1775| PID    Reference Object                     Distance      Geod. Az  |
 DM1775|                                                           dddmmss.s |
 DM1775| DM1776 3801 J                              APPROX. 1.6 KM 1821352.8 |
 DM1775|---------------------------------------------------------------------|
 DM1775
 DM1775                          SUPERSEDED SURVEY CONTROL
 DM1775
 DM1775  NAVD 88 (07/14/10)  487.11   (m)         1598.1    (f) LEVELING    3  
 DM1775
 DM1775.Superseded values are not recommended for survey control.
 DM1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1775.See file dsdata.txt to determine how the superseded data were derived.
 DM1775
 DM1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0156587055(NAD 83)
 DM1775
 DM1775_MARKER: I = METAL ROD
 DM1775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1775_STAMPING: 3801 H 2009
 DM1775_MARK LOGO: MNDT  
 DM1775_PROJECTION: FLUSH
 DM1775_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1775+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1775_ROD/PIPE-DEPTH:  4.0 meters
 DM1775
 DM1775  HISTORY     - Date     Condition        Report By
 DM1775  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1775  HISTORY     - 2009     GOOD             MNDT
 DM1775
 DM1775                          STATION DESCRIPTION
 DM1775
 DM1775'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1775'THE MARK IS 15.5 MILES SOUTHEAST OF ELY, 19.2 MILES SOUTHERLY ALONG
 DM1775'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1775'IN ELY, AT TRUNK HIGHWAY 1 MILEPOINT 305.35, 55 FEET WEST-SOUTHWEST OF
 DM1775'TRUNK HIGHWAY 1, 18.2 FEET NORTH-NORTHWEST OF OLD TOMAHAWK ROAD, 2.2
 DM1775'FEET NORTHEAST OF WITNESS POST.
 DM1775
 DM1775                          STATION RECOVERY (2009)
 DM1775
 DM1775'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1775'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1776 ***********************************************************************
 DM1776  DESIGNATION -  3801 J
 DM1776  PID         -  DM1776
 DM1776  STATE/COUNTY-  MN/LAKE
 DM1776  COUNTRY     -  US
 DM1776  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM1776
 DM1776                         *CURRENT SURVEY CONTROL
 DM1776  ______________________________________________________________________
 DM1776* NAD 83(2007) POSITION- 47 42 51.21626(N) 091 38 46.90155(W)   ADJUSTED  
 DM1776* NAD 83(2007) ELLIP HT-   480.553 (meters)        (07/14/10)   ADJUSTED
 DM1776* NAD 83(2007) EPOCH   -  2002.00
 DM1776* NAVD 88 ORTHO HEIGHT -   510.181  (meters)    1673.82  (feet) ADJUSTED  
 DM1776  ______________________________________________________________________
 DM1776  NAD 83(2007) X  -   -123,529.582 (meters)                     COMP
 DM1776  NAD 83(2007) Y  - -4,297,826.117 (meters)                     COMP
 DM1776  NAD 83(2007) Z  -  4,695,911.803 (meters)                     COMP
 DM1776  LAPLACE CORR    -          7.49  (seconds)                    DEFLEC09
 DM1776  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 DM1776  DYNAMIC HEIGHT  -        510.256 (meters)     1674.06  (feet) COMP
 DM1776  MODELED GRAVITY -    980,742.2   (mgal)                       NAVD 88
 DM1776
 DM1776  HORZ ORDER      -  FIRST
 DM1776  VERT ORDER      -  SECOND    CLASS I
 DM1776  ELLP ORDER      -  THIRD     CLASS I
 DM1776
 DM1776.The horizontal coordinates were established by GPS observations
 DM1776.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1776
 DM1776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1776.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1776
 DM1776.The horizontal coordinates are valid at the epoch date displayed above
 DM1776.which is a decimal equivalence of Year/Month/Day.
 DM1776
 DM1776.The orthometric height was determined by differential leveling and
 DM1776.adjusted in June 2011.
 DM1776
 DM1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1776
 DM1776.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1776
 DM1776.The ellipsoidal height was determined by GPS observations
 DM1776.and is referenced to NAD 83.
 DM1776
 DM1776.The dynamic height is computed by dividing the NAVD 88
 DM1776.geopotential number by the normal gravity value computed on the
 DM1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1776.degrees latitude (g = 980.6199 gals.).
 DM1776
 DM1776.The modeled gravity was interpolated from observed gravity values.
 DM1776
 DM1776. The following values were computed from the NAD 83(2007) position.
 DM1776
 DM1776;                    North         East     Units Scale Factor Converg.
 DM1776;SPC MN N     -   236,014.805   909,059.231   MT  0.99990504   +1 04 38.9
 DM1776;SPC MN N     -   774,325.24  2,982,471.83   sFT  0.99990504   +1 04 38.9
 DM1776;UTM  15      - 5,285,425.868   601,530.851   MT  0.99972667   +1 00 05.4
 DM1776
 DM1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1776!SPC MN N     -   0.99992469  x   0.99990504  =   0.99982973
 DM1776!UTM  15      -   0.99992469  x   0.99972667  =   0.99965138
 DM1776
 DM1776:                Primary Azimuth Mark                     Grid Az
 DM1776:SPC MN N     -  TOMAHAWK                                 168 17 24.9
 DM1776:UTM  15      -  TOMAHAWK                                 168 21 58.4
 DM1776
 DM1776|---------------------------------------------------------------------|
 DM1776| PID    Reference Object                     Distance      Geod. Az  |
 DM1776|                                                           dddmmss.s |
 DM1776| DM1803 TOMAHAWK                            APPROX. 0.5 KM 1692203.8 |
 DM1776|---------------------------------------------------------------------|
 DM1776
 DM1776                          SUPERSEDED SURVEY CONTROL
 DM1776
 DM1776  NAVD 88 (07/14/10)  510.18   (m)         1673.8    (f) LEVELING    3  
 DM1776
 DM1776.Superseded values are not recommended for survey control.
 DM1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1776.See file dsdata.txt to determine how the superseded data were derived.
 DM1776
 DM1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0153085425(NAD 83)
 DM1776
 DM1776_MARKER: DD = SURVEY DISK
 DM1776_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM1776_SP_SET: ROCK
 DM1776_STAMPING: 3801 J 2009
 DM1776_MARK LOGO: MNDT  
 DM1776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1776+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM1776
 DM1776  HISTORY     - Date     Condition        Report By
 DM1776  HISTORY     - 20090922 MONUMENTED       MNDT
 DM1776  HISTORY     - 2009     GOOD             MNDT
 DM1776
 DM1776                          STATION DESCRIPTION
 DM1776
 DM1776'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM1776'THE MARK IS 16.0 MILES SOUTHEAST OF ELY, 20.3 MILES SOUTHERLY ALONG
 DM1776'TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 169
 DM1776'IN ELY, AT TRUNK HIGHWAY 1 MILEPOST 306.45, 58.7 FEET SOUTH OF ARROW
 DM1776'SIGN POST, 34.0 FEET EAST-NORTHEAST OF TRUNK HIGHWAY 1, 1.9 FEET NORTH
 DM1776'OF WITNESS POST.
 DM1776
 DM1776                          STATION RECOVERY (2009)
 DM1776
 DM1776'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM1776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1777 ***********************************************************************
 DM1777  DESIGNATION -  3802 A
 DM1777  PID         -  DM1777
 DM1777  STATE/COUNTY-  MN/LAKE
 DM1777  COUNTRY     -  US
 DM1777  USGS QUAD   -  ISABELLA STATION (1984)
 DM1777
 DM1777                         *CURRENT SURVEY CONTROL
 DM1777  ______________________________________________________________________
 DM1777* NAD 83(2007) POSITION- 47 37 19.80780(N) 091 24 35.00594(W)   ADJUSTED  
 DM1777* NAD 83(2007) ELLIP HT-   559.034 (meters)        (07/14/10)   ADJUSTED
 DM1777* NAD 83(2007) EPOCH   -  2002.00
 DM1777* NAVD 88 ORTHO HEIGHT -   587.875  (meters)    1928.72  (feet) ADJUSTED  
 DM1777  ______________________________________________________________________
 DM1777  NAD 83(2007) X  -   -105,965.566 (meters)                     COMP
 DM1777  NAD 83(2007) Y  - -4,305,917.372 (meters)                     COMP
 DM1777  NAD 83(2007) Z  -  4,689,076.537 (meters)                     COMP
 DM1777  LAPLACE CORR    -          0.79  (seconds)                    DEFLEC09
 DM1777  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 DM1777  DYNAMIC HEIGHT  -        587.960 (meters)     1929.00  (feet) COMP
 DM1777  MODELED GRAVITY -    980,737.8   (mgal)                       NAVD 88
 DM1777
 DM1777  HORZ ORDER      -  FIRST
 DM1777  VERT ORDER      -  SECOND    CLASS I
 DM1777  ELLP ORDER      -  THIRD     CLASS I
 DM1777
 DM1777.The horizontal coordinates were established by GPS observations
 DM1777.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1777
 DM1777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1777.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1777
 DM1777.The horizontal coordinates are valid at the epoch date displayed above
 DM1777.which is a decimal equivalence of Year/Month/Day.
 DM1777
 DM1777.The orthometric height was determined by differential leveling and
 DM1777.adjusted in June 2011.
 DM1777
 DM1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1777
 DM1777.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1777
 DM1777.The ellipsoidal height was determined by GPS observations
 DM1777.and is referenced to NAD 83.
 DM1777
 DM1777.The dynamic height is computed by dividing the NAVD 88
 DM1777.geopotential number by the normal gravity value computed on the
 DM1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1777.degrees latitude (g = 980.6199 gals.).
 DM1777
 DM1777.The modeled gravity was interpolated from observed gravity values.
 DM1777
 DM1777. The following values were computed from the NAD 83(2007) position.
 DM1777
 DM1777;                    North         East     Units Scale Factor Converg.
 DM1777;SPC MN N     -   226,143.884   927,034.115   MT  0.99990971   +1 15 10.3
 DM1777;SPC MN N     -   741,940.39  3,041,444.43   sFT  0.99990971   +1 15 10.3
 DM1777;UTM  15      - 5,275,532.376   619,489.652   MT  0.99977546   +1 10 29.6
 DM1777
 DM1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1777!SPC MN N     -   0.99991239  x   0.99990971  =   0.99982210
 DM1777!UTM  15      -   0.99991239  x   0.99977546  =   0.99968787
 DM1777
 DM1777                          SUPERSEDED SURVEY CONTROL
 DM1777
 DM1777  NAVD 88 (07/14/10)  587.87   (m)         1928.7    (f) LEVELING    3  
 DM1777
 DM1777.Superseded values are not recommended for survey control.
 DM1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1777.See file dsdata.txt to determine how the superseded data were derived.
 DM1777
 DM1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1948975532(NAD 83)
 DM1777
 DM1777_MARKER: DD = SURVEY DISK
 DM1777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1777_STAMPING: 3802 A 2007
 DM1777_MARK LOGO: MNDT  
 DM1777_PROJECTION: FLUSH
 DM1777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1777+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 DM1777_ROD/PIPE-DEPTH:  6.1 meters
 DM1777
 DM1777  HISTORY     - Date     Condition        Report By
 DM1777  HISTORY     - 20070808 MONUMENTED       MNDT
 DM1777  HISTORY     - 20090915 GOOD             MNDT
 DM1777
 DM1777                          STATION DESCRIPTION
 DM1777
 DM1777'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1777'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1777'THE MARK IS 3.0 MILES NORTHWEST OF ISABELLA, 2.7 MILES WEST ALONG
 DM1777'TRUNK HIGHWAY 1 FROM JUCNTION OF TRUNK HIGHWAY 1 AND FOREST ROAD 172
 DM1777'(WANLESS ROAD) IN  ISABELLA  AT TRUNK HIGHWAY 1 MILEPOST 322.5, 38
 DM1777'FEET SOUTHWEST OF TRUNK HIGHWAY 1, 37.9 FEET NORTHWEST OF STONY RIVER
 DM1777'FOREST ROAD, 22.1 FEET SOUTHEAST OF ENTRANCE, 1.5 FEET NORTHEAST OF
 DM1777'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5533 ***********************************************************************
 DM5533  DESIGNATION -  3802 B
 DM5533  PID         -  DM5533
 DM5533  STATE/COUNTY-  MN/LAKE
 DM5533  COUNTRY     -  US
 DM5533  USGS QUAD   -  MITAWAN LAKE (1984)
 DM5533
 DM5533                         *CURRENT SURVEY CONTROL
 DM5533  ______________________________________________________________________
 DM5533* NAD 83(1986) POSITION- 47 37 56.1    (N) 091 25 00.9    (W)   HD_HELD2  
 DM5533* NAVD 88 ORTHO HEIGHT -   582.389  (meters)    1910.72  (feet) ADJUSTED  
 DM5533  ______________________________________________________________________
 DM5533  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DM5533  DYNAMIC HEIGHT  -        582.475 (meters)     1911.00  (feet) COMP
 DM5533  MODELED GRAVITY -    980,738.8   (mgal)                       NAVD 88
 DM5533
 DM5533  VERT ORDER      -  SECOND    CLASS I
 DM5533
 DM5533.The horizontal coordinates were established by autonomous hand held GPS
 DM5533.observations and have an estimated accuracy of +/- 10 meters.
 DM5533.
 DM5533.The orthometric height was determined by differential leveling and
 DM5533.adjusted in June 2011.
 DM5533
 DM5533.The dynamic height is computed by dividing the NAVD 88
 DM5533.geopotential number by the normal gravity value computed on the
 DM5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5533.degrees latitude (g = 980.6199 gals.).
 DM5533
 DM5533.The modeled gravity was interpolated from observed gravity values.
 DM5533
 DM5533;                    North         East    Units  Estimated Accuracy
 DM5533;SPC MN N     -   227,253.      926,469.      MT  (+/- 10 meters HH2 GPS)
 DM5533
 DM5533                          SUPERSEDED SURVEY CONTROL
 DM5533
 DM5533.No superseded survey control is available for this station.
 DM5533
 DM5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1892676641(NAD 83)
 DM5533
 DM5533_MARKER: DD = SURVEY DISK
 DM5533_SETTING: 80 = SET IN A BOULDER
 DM5533_STAMPING: 3802 B 2007
 DM5533_MARK LOGO: MNDT  
 DM5533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5533+STABILITY: SURFACE MOTION
 DM5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5533+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5533
 DM5533  HISTORY     - Date     Condition        Report By
 DM5533  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5533
 DM5533                          STATION DESCRIPTION
 DM5533
 DM5533'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5533'THE MARK IS LOCATED ABOUT 14.2 MI (22.8 KM) NORTH-NORTHEAST OF WHYTE,
 DM5533'13.9 MI (22.4 KM) WEST OF CLEAR LAKE AND 3.1 MI (5.0 KM)
 DM5533'WEST-NORTHWEST OF ISABELLA MINNESOTA.
 DM5533' 
 DM5533'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5533'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 3.6 MI (5.8 KM)
 DM5533'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 321.6.
 DM5533' 
 DM5533'THE MARK IS FOUND 90.8 FT (27.7 M) NORTH OF MOOSE RIDGE ROAD, 28.1 FT
 DM5533'(8.6 M) WEST OF TRUNK HIGHWAY 1 AND 4.2 FT (1.3 M) WEST OF ITS WITNESS
 DM5533'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5534 ***********************************************************************
 DM5534  DESIGNATION -  3802 C
 DM5534  PID         -  DM5534
 DM5534  STATE/COUNTY-  MN/LAKE
 DM5534  COUNTRY     -  US
 DM5534  USGS QUAD   -  MITAWAN LAKE (1984)
 DM5534
 DM5534                         *CURRENT SURVEY CONTROL
 DM5534  ______________________________________________________________________
 DM5534* NAD 83(1986) POSITION- 47 38 45.0    (N) 091 25 10.4    (W)   HD_HELD2  
 DM5534* NAVD 88 ORTHO HEIGHT -   558.425  (meters)    1832.10  (feet) ADJUSTED  
 DM5534  ______________________________________________________________________
 DM5534  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DM5534  DYNAMIC HEIGHT  -        558.507 (meters)     1832.37  (feet) COMP
 DM5534  MODELED GRAVITY -    980,740.7   (mgal)                       NAVD 88
 DM5534
 DM5534  VERT ORDER      -  SECOND    CLASS I
 DM5534
 DM5534.The horizontal coordinates were established by autonomous hand held GPS
 DM5534.observations and have an estimated accuracy of +/- 10 meters.
 DM5534.
 DM5534.The orthometric height was determined by differential leveling and
 DM5534.adjusted in June 2011.
 DM5534
 DM5534.The dynamic height is computed by dividing the NAVD 88
 DM5534.geopotential number by the normal gravity value computed on the
 DM5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5534.degrees latitude (g = 980.6199 gals.).
 DM5534
 DM5534.The modeled gravity was interpolated from observed gravity values.
 DM5534
 DM5534;                    North         East    Units  Estimated Accuracy
 DM5534;SPC MN N     -   228,758.      926,238.      MT  (+/- 10 meters HH2 GPS)
 DM5534
 DM5534                          SUPERSEDED SURVEY CONTROL
 DM5534
 DM5534.No superseded survey control is available for this station.
 DM5534
 DM5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1869778147(NAD 83)
 DM5534
 DM5534_MARKER: DD = SURVEY DISK
 DM5534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5534_STAMPING: 3802 C 2007
 DM5534_MARK LOGO: MNDT  
 DM5534_PROJECTION: FLUSH
 DM5534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5534+STABILITY: SURFACE MOTION
 DM5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5534+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5534_ROD/PIPE-DEPTH:  4.0 meters
 DM5534
 DM5534  HISTORY     - Date     Condition        Report By
 DM5534  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5534
 DM5534                          STATION DESCRIPTION
 DM5534
 DM5534'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5534'THE MARK IS LOCATED ABOUT 15.0 MI (24.1 KM) NORTH-NORTHEAST OF WHYTE,
 DM5534'14.0 MI (22.5 KM) WEST OF CLEAR LAKE AND 3.6 MI (5.8 KM)
 DM5534'WEST-NORTHWEST OF ISABELLA MINNESOTA.
 DM5534' 
 DM5534'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5534'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 4.5 MI (7.2 KM)
 DM5534'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 320.7.
 DM5534' 
 DM5534'THE MARK IS FOUND 63.5 FT (19.4 M) NORTHEAST OF TRUNK HIGHWAY 1, 21.4
 DM5534'FT (6.5 M) NORTHWEST OF GRAVEL ROAD, 1.8 FT (0.5 M) SOUTHWEST OF ITS
 DM5534'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5535 ***********************************************************************
 DM5535  DESIGNATION -  3802 D
 DM5535  PID         -  DM5535
 DM5535  STATE/COUNTY-  MN/LAKE
 DM5535  COUNTRY     -  US
 DM5535  USGS QUAD   -  MITAWAN LAKE (1984)
 DM5535
 DM5535                         *CURRENT SURVEY CONTROL
 DM5535  ______________________________________________________________________
 DM5535* NAD 83(1986) POSITION- 47 38 47.5    (N) 091 26 21.9    (W)   HD_HELD2  
 DM5535* NAVD 88 ORTHO HEIGHT -   549.661  (meters)    1803.35  (feet) ADJUSTED  
 DM5535  ______________________________________________________________________
 DM5535  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 DM5535  DYNAMIC HEIGHT  -        549.742 (meters)     1803.61  (feet) COMP
 DM5535  MODELED GRAVITY -    980,741.6   (mgal)                       NAVD 88
 DM5535
 DM5535  VERT ORDER      -  SECOND    CLASS I
 DM5535
 DM5535.The horizontal coordinates were established by autonomous hand held GPS
 DM5535.observations and have an estimated accuracy of +/- 10 meters.
 DM5535.
 DM5535.The orthometric height was determined by differential leveling and
 DM5535.adjusted in June 2011.
 DM5535
 DM5535.The dynamic height is computed by dividing the NAVD 88
 DM5535.geopotential number by the normal gravity value computed on the
 DM5535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5535.degrees latitude (g = 980.6199 gals.).
 DM5535
 DM5535.The modeled gravity was interpolated from observed gravity values.
 DM5535
 DM5535;                    North         East    Units  Estimated Accuracy
 DM5535;SPC MN N     -   228,803.      924,745.      MT  (+/- 10 meters HH2 GPS)
 DM5535
 DM5535                          SUPERSEDED SURVEY CONTROL
 DM5535
 DM5535.No superseded survey control is available for this station.
 DM5535
 DM5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1720478194(NAD 83)
 DM5535
 DM5535_MARKER: DD = SURVEY DISK
 DM5535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5535_STAMPING: 3802 D 2007
 DM5535_MARK LOGO: MNDT  
 DM5535_PROJECTION: FLUSH
 DM5535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5535+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5535_ROD/PIPE-DEPTH:  5.2 meters
 DM5535
 DM5535  HISTORY     - Date     Condition        Report By
 DM5535  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5535
 DM5535                          STATION DESCRIPTION
 DM5535
 DM5535'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5535'THE MARK IS LOCATED ABOUT 14.9 MI (24.0 KM) WEST OF CLEAR LAKE, 14.6
 DM5535'MI (23.5 KM) NORTH-NORTHEAST OF WHYTE AND 4.4 MI (7.1 KM)
 DM5535'WEST-NORTHWEST OF ISABELLA MINNESOTA.
 DM5535' 
 DM5535'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5535'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 5.5 MI (8.8 KM)
 DM5535'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 319.7.
 DM5535' 
 DM5535'THE MARK IS FOUND 34.9 FT (10.6 M) NORTH OF TRUNK HIGHWAY 1, 18.4 FT
 DM5535'(5.6 M) EAST OF DIM TRAIL NORTHWEST, 1.5 FT (0.5 M) SOUTHWEST OF ITS
 DM5535'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1778 ***********************************************************************
 DM1778  DESIGNATION -  3802 E
 DM1778  PID         -  DM1778
 DM1778  STATE/COUNTY-  MN/LAKE
 DM1778  COUNTRY     -  US
 DM1778  USGS QUAD   -  MITAWAN LAKE (1984)
 DM1778
 DM1778                         *CURRENT SURVEY CONTROL
 DM1778  ______________________________________________________________________
 DM1778* NAD 83(2007) POSITION- 47 38 50.78790(N) 091 28 40.64489(W)   ADJUSTED  
 DM1778* NAD 83(2007) ELLIP HT-   512.029 (meters)        (07/14/10)   ADJUSTED
 DM1778* NAD 83(2007) EPOCH   -  2002.00
 DM1778* NAVD 88 ORTHO HEIGHT -   541.043  (meters)    1775.07  (feet) ADJUSTED  
 DM1778  ______________________________________________________________________
 DM1778  NAD 83(2007) X  -   -111,039.000 (meters)                     COMP
 DM1778  NAD 83(2007) Y  - -4,303,680.878 (meters)                     COMP
 DM1778  NAD 83(2007) Z  -  4,690,935.393 (meters)                     COMP
 DM1778  LAPLACE CORR    -          2.32  (seconds)                    DEFLEC09
 DM1778  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 DM1778  DYNAMIC HEIGHT  -        541.125 (meters)     1775.34  (feet) COMP
 DM1778  MODELED GRAVITY -    980,745.3   (mgal)                       NAVD 88
 DM1778
 DM1778  HORZ ORDER      -  FIRST
 DM1778  VERT ORDER      -  SECOND    CLASS I
 DM1778  ELLP ORDER      -  THIRD     CLASS I
 DM1778
 DM1778.The horizontal coordinates were established by GPS observations
 DM1778.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1778
 DM1778.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1778.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1778
 DM1778.The horizontal coordinates are valid at the epoch date displayed above
 DM1778.which is a decimal equivalence of Year/Month/Day.
 DM1778
 DM1778.The orthometric height was determined by differential leveling and
 DM1778.adjusted in June 2011.
 DM1778
 DM1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1778
 DM1778.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1778
 DM1778.The ellipsoidal height was determined by GPS observations
 DM1778.and is referenced to NAD 83.
 DM1778
 DM1778.The dynamic height is computed by dividing the NAVD 88
 DM1778.geopotential number by the normal gravity value computed on the
 DM1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1778.degrees latitude (g = 980.6199 gals.).
 DM1778
 DM1778.The modeled gravity was interpolated from observed gravity values.
 DM1778
 DM1778. The following values were computed from the NAD 83(2007) position.
 DM1778
 DM1778;                    North         East     Units Scale Factor Converg.
 DM1778;SPC MN N     -   228,842.988   921,847.821   MT  0.99990817   +1 12 08.2
 DM1778;SPC MN N     -   750,795.70  3,024,429.06   sFT  0.99990817   +1 12 08.2
 DM1778;UTM  15      - 5,278,238.125   614,307.751   MT  0.99976057   +1 07 29.8
 DM1778
 DM1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1778!SPC MN N     -   0.99991975  x   0.99990817  =   0.99982793
 DM1778!UTM  15      -   0.99991975  x   0.99976057  =   0.99968034
 DM1778
 DM1778                          SUPERSEDED SURVEY CONTROL
 DM1778
 DM1778  NAVD 88 (07/14/10)  541.04   (m)         1775.1    (f) LEVELING    3  
 DM1778
 DM1778.Superseded values are not recommended for survey control.
 DM1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1778.See file dsdata.txt to determine how the superseded data were derived.
 DM1778
 DM1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1430778238(NAD 83)
 DM1778
 DM1778_MARKER: DD = SURVEY DISK
 DM1778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1778_STAMPING: 3802 E 2007
 DM1778_MARK LOGO: MNDT  
 DM1778_PROJECTION: RECESSED 3 CENTIMETERS
 DM1778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1778+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 DM1778_ROD/PIPE-DEPTH:  3.4 meters
 DM1778
 DM1778  HISTORY     - Date     Condition        Report By
 DM1778  HISTORY     - 20070808 MONUMENTED       MNDT
 DM1778  HISTORY     - 20090915 GOOD             MNDT
 DM1778
 DM1778                          STATION DESCRIPTION
 DM1778
 DM1778'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1778'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1778'THE MARK IS 6.0 MILES NORTHWEST OF ISABELLA, 7.3 MILES NORTHWEST ALONG
 DM1778'TRUNK HIGHWAY 1 FROM JUCNTION OF TRUNK HIGHWAY 1 AND FOREST ROAD 172
 DM1778'(WANLESS ROAD) IN  ISABELLA, AT TRUNK HIGHWAY 1 MILEPOINT 317.95,
 DM1778'162.8 FEET NORTH NORTHEAST OF TRUNK HIGHWAY 1, 20.7 FEET EAST
 DM1778'SOUTHEAST OF LAKE GEGOKA ACCESS ROAD NUMBER 9788, 1.5 FEET WEST OF
 DM1778'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5537 ***********************************************************************
 DM5537  DESIGNATION -  3802 F
 DM5537  PID         -  DM5537
 DM5537  STATE/COUNTY-  MN/LAKE
 DM5537  COUNTRY     -  US
 DM5537  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5537
 DM5537                         *CURRENT SURVEY CONTROL
 DM5537  ______________________________________________________________________
 DM5537* NAD 83(1986) POSITION- 47 38 44.5    (N) 091 31 44.6    (W)   HD_HELD2  
 DM5537* NAVD 88 ORTHO HEIGHT -   536.110  (meters)    1758.89  (feet) ADJUSTED  
 DM5537  ______________________________________________________________________
 DM5537  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DM5537  DYNAMIC HEIGHT  -        536.192 (meters)     1759.16  (feet) COMP
 DM5537  MODELED GRAVITY -    980,745.9   (mgal)                       NAVD 88
 DM5537
 DM5537  VERT ORDER      -  SECOND    CLASS I
 DM5537
 DM5537.The horizontal coordinates were established by autonomous hand held GPS
 DM5537.observations and have an estimated accuracy of +/- 10 meters.
 DM5537.
 DM5537.The orthometric height was determined by differential leveling and
 DM5537.adjusted in June 2011.
 DM5537
 DM5537.The dynamic height is computed by dividing the NAVD 88
 DM5537.geopotential number by the normal gravity value computed on the
 DM5537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5537.degrees latitude (g = 980.6199 gals.).
 DM5537
 DM5537.The modeled gravity was interpolated from observed gravity values.
 DM5537
 DM5537;                    North         East    Units  Estimated Accuracy
 DM5537;SPC MN N     -   228,570.      918,014.      MT  (+/- 10 meters HH2 GPS)
 DM5537
 DM5537                          SUPERSEDED SURVEY CONTROL
 DM5537
 DM5537.No superseded survey control is available for this station.
 DM5537
 DM5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1047377969(NAD 83)
 DM5537
 DM5537_MARKER: DD = SURVEY DISK
 DM5537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5537_STAMPING: 3802 F 2007
 DM5537_MARK LOGO: MNDT  
 DM5537_PROJECTION: FLUSH
 DM5537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5537+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5537_ROD/PIPE-DEPTH:  5.8 meters
 DM5537
 DM5537  HISTORY     - Date     Condition        Report By
 DM5537  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5537
 DM5537                          STATION DESCRIPTION
 DM5537
 DM5537'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5537'THE MARK IS LOCATED ABOUT 19.1 MI (30.7 KM) WEST OF CLEAR LAKE, 13.5
 DM5537'MI (21.7 KM) NORTH OF WHYTE AND 8.4 MI (13.5 KM) WEST-NORTHWEST OF
 DM5537'ISABELLA MINNESOTA.
 DM5537' 
 DM5537'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5537'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 10.1 MI (16.3 KM)
 DM5537'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 315.2.
 DM5537' 
 DM5537'THE MARK IS FOUND 101.4 FT (30.9 M) SOUTHWEST OF TRUNK HIGHWAY 1, 21.8
 DM5537'FT (6.6 M) SOUTHEAST OF MCDOUGAL LAKE ROAD AND 1.5 FT (0.5 M)
 DM5537'NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5538 ***********************************************************************
 DM5538  DESIGNATION -  3802 G
 DM5538  PID         -  DM5538
 DM5538  STATE/COUNTY-  MN/LAKE
 DM5538  COUNTRY     -  US
 DM5538  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5538
 DM5538                         *CURRENT SURVEY CONTROL
 DM5538  ______________________________________________________________________
 DM5538* NAD 83(1986) POSITION- 47 39 09.5    (N) 091 34 37.3    (W)   HD_HELD2  
 DM5538* NAVD 88 ORTHO HEIGHT -   519.644  (meters)    1704.87  (feet) ADJUSTED  
 DM5538  ______________________________________________________________________
 DM5538  GEOID HEIGHT    -        -29.13  (meters)                     GEOID09
 DM5538  DYNAMIC HEIGHT  -        519.724 (meters)     1705.13  (feet) COMP
 DM5538  MODELED GRAVITY -    980,749.8   (mgal)                       NAVD 88
 DM5538
 DM5538  VERT ORDER      -  SECOND    CLASS I
 DM5538
 DM5538.The horizontal coordinates were established by autonomous hand held GPS
 DM5538.observations and have an estimated accuracy of +/- 10 meters.
 DM5538.
 DM5538.The orthometric height was determined by differential leveling and
 DM5538.adjusted in June 2011.
 DM5538
 DM5538.The dynamic height is computed by dividing the NAVD 88
 DM5538.geopotential number by the normal gravity value computed on the
 DM5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5538.degrees latitude (g = 980.6199 gals.).
 DM5538
 DM5538.The modeled gravity was interpolated from observed gravity values.
 DM5538
 DM5538;                    North         East    Units  Estimated Accuracy
 DM5538;SPC MN N     -   229,269.      914,395.      MT  (+/- 10 meters HH2 GPS)
 DM5538
 DM5538                          SUPERSEDED SURVEY CONTROL
 DM5538
 DM5538.No superseded survey control is available for this station.
 DM5538
 DM5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0685678674(NAD 83)
 DM5538
 DM5538_MARKER: DD = SURVEY DISK
 DM5538_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5538_SP_SET: ROCK
 DM5538_STAMPING: 3802 G 2007
 DM5538_MARK LOGO: MNDT  
 DM5538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5538+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 DM5538
 DM5538  HISTORY     - Date     Condition        Report By
 DM5538  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5538  HISTORY     - 20090915 GOOD             MNDT
 DM5538
 DM5538                          STATION DESCRIPTION
 DM5538
 DM5538'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5538'THE MARK IS LOCATED ABOUT 17.6 MI (28.3 KM) EAST-SOUTHEAST OF BABBITT,
 DM5538'13.9 MI (22.4 KM) NORTH OF WHYTE AND 10.7 MI (17.2 KM) WEST-NORTHWEST
 DM5538'OF ISABELLA MINNESOTA.
 DM5538' 
 DM5538'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5538'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.55 MI (20.2 KM)
 DM5538'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 312.7.
 DM5538' 
 DM5538'THE MARK IS FOUND 22.6 FT (6.9 M) NORTHEAST OF TRUNK HIGHWAY 1 AND 1.6
 DM5538'FT (0.5 M) SOUTH OF ITS WITNESS POST.
 DM5538
 DM5538                          STATION RECOVERY (2009)
 DM5538
 DM5538'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM5538'THE MARK IS 10.5 MI (16.9 KM) NORTHWEST OF ISABELLA.
 DM5538' 
 DM5538'12.55 MI NORTHWEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK
 DM5538'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA AT TRUNK
 DM5538'HIGHWAY 1 MILE POINT 312.7.
 DM5538' 
 DM5538'IT IS 22.6 FT (6.9 M) NORTHEAST OF TRUNK HIGHWAY 1, 1.6 FT (0.5 M)
 DM5538'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5784 ***********************************************************************
 DM5784  DESIGNATION -  3802 H
 DM5784  PID         -  DM5784
 DM5784  STATE/COUNTY-  MN/LAKE
 DM5784  COUNTRY     -  US
 DM5784  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5784
 DM5784                         *CURRENT SURVEY CONTROL
 DM5784  ______________________________________________________________________
 DM5784* NAD 83(1986) POSITION- 47 39 32.2    (N) 091 35 53.5    (W)   HD_HELD2  
 DM5784* NAVD 88 ORTHO HEIGHT -   518.089  (meters)    1699.76  (feet) ADJUSTED  
 DM5784  ______________________________________________________________________
 DM5784  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 DM5784  DYNAMIC HEIGHT  -        518.169 (meters)     1700.03  (feet) COMP
 DM5784  MODELED GRAVITY -    980,750.6   (mgal)                       NAVD 88
 DM5784
 DM5784  VERT ORDER      -  SECOND    CLASS I
 DM5784
 DM5784.The horizontal coordinates were established by autonomous hand held GPS
 DM5784.observations and have an estimated accuracy of +/- 10 meters.
 DM5784.
 DM5784.The orthometric height was determined by differential leveling and
 DM5784.adjusted in June 2011.
 DM5784
 DM5784.The dynamic height is computed by dividing the NAVD 88
 DM5784.geopotential number by the normal gravity value computed on the
 DM5784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5784.degrees latitude (g = 980.6199 gals.).
 DM5784
 DM5784.The modeled gravity was interpolated from observed gravity values.
 DM5784
 DM5784;                    North         East    Units  Estimated Accuracy
 DM5784;SPC MN N     -   229,939.      912,792.      MT  (+/- 10 meters HH2 GPS)
 DM5784
 DM5784                          SUPERSEDED SURVEY CONTROL
 DM5784
 DM5784.No superseded survey control is available for this station.
 DM5784
 DM5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0525479346(NAD 83)
 DM5784
 DM5784_MARKER: DB = BENCH MARK DISK
 DM5784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5784_SP_SET: BRIDGE ABUTMENT
 DM5784_STAMPING: 3802 H 2007
 DM5784_MARK LOGO: MNDT  
 DM5784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5784+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM5784
 DM5784  HISTORY     - Date     Condition        Report By
 DM5784  HISTORY     - 19600401 MONUMENTED       MNHD
 DM5784  HISTORY     - 20090909 GOOD             MNDT
 DM5784
 DM5784                          STATION DESCRIPTION
 DM5784
 DM5784'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5784'THE MARK IS 12.0 MI (19.3 KM) NORTHWEST OF ISABELLA, IN ABUTMENT IN
 DM5784'SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE OVER STANY RIVER.
 DM5784' 
 DM5784'13.70 MI NORTHWEST ALONG TRUNK HIGHWAY 1 FROM THE JUCNTION OF TRUNK
 DM5784'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, AT TRUNK
 DM5784'HIGHWAY 1 MILEPOST 311.55.
 DM5784' 
 DM5784'IT IS 19.60 FT (6.0 M) NORTHEAST OF TRUNK HIGHWAY 1.  MARK WAS SET IN
 DM5784'BRIDGE IN 1960 THEN STAMPED 2007 WHEN LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1779 ***********************************************************************
 DM1779  DESIGNATION -  3802 J
 DM1779  PID         -  DM1779
 DM1779  STATE/COUNTY-  MN/LAKE
 DM1779  COUNTRY     -  US
 DM1779  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM1779
 DM1779                         *CURRENT SURVEY CONTROL
 DM1779  ______________________________________________________________________
 DM1779* NAD 83(2007) POSITION- 47 39 38.26034(N) 091 36 04.77511(W)   ADJUSTED  
 DM1779* NAD 83(2007) ELLIP HT-   489.278 (meters)        (07/14/10)   ADJUSTED
 DM1779* NAD 83(2007) EPOCH   -  2002.00
 DM1779* NAVD 88 ORTHO HEIGHT -   518.507  (meters)    1701.14  (feet) ADJUSTED  
 DM1779  ______________________________________________________________________
 DM1779  NAD 83(2007) X  -   -120,274.726 (meters)                     COMP
 DM1779  NAD 83(2007) Y  - -4,302,333.210 (meters)                     COMP
 DM1779  NAD 83(2007) Z  -  4,691,906.266 (meters)                     COMP
 DM1779  LAPLACE CORR    -          5.35  (seconds)                    DEFLEC09
 DM1779  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DM1779  DYNAMIC HEIGHT  -        518.588 (meters)     1701.40  (feet) COMP
 DM1779  MODELED GRAVITY -    980,750.7   (mgal)                       NAVD 88
 DM1779
 DM1779  HORZ ORDER      -  FIRST
 DM1779  VERT ORDER      -  SECOND    CLASS I
 DM1779  ELLP ORDER      -  THIRD     CLASS I
 DM1779
 DM1779.The horizontal coordinates were established by GPS observations
 DM1779.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1779
 DM1779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1779.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1779
 DM1779.The horizontal coordinates are valid at the epoch date displayed above
 DM1779.which is a decimal equivalence of Year/Month/Day.
 DM1779
 DM1779.The orthometric height was determined by differential leveling and
 DM1779.adjusted in June 2011.
 DM1779
 DM1779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1779
 DM1779.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1779
 DM1779.The ellipsoidal height was determined by GPS observations
 DM1779.and is referenced to NAD 83.
 DM1779
 DM1779.The dynamic height is computed by dividing the NAVD 88
 DM1779.geopotential number by the normal gravity value computed on the
 DM1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1779.degrees latitude (g = 980.6199 gals.).
 DM1779
 DM1779.The modeled gravity was interpolated from observed gravity values.
 DM1779
 DM1779. The following values were computed from the NAD 83(2007) position.
 DM1779
 DM1779;                    North         East     Units Scale Factor Converg.
 DM1779;SPC MN N     -   230,121.657   912,553.095   MT  0.99990745   +1 06 39.0
 DM1779;SPC MN N     -   754,990.80  2,993,934.61   sFT  0.99990745   +1 06 39.0
 DM1779;UTM  15      - 5,279,529.098   605,016.241   MT  0.99973552   +1 02 02.2
 DM1779
 DM1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1779!SPC MN N     -   0.99992332  x   0.99990745  =   0.99983077
 DM1779!UTM  15      -   0.99992332  x   0.99973552  =   0.99965886
 DM1779
 DM1779|---------------------------------------------------------------------|
 DM1779| PID    Reference Object                     Distance      Geod. Az  |
 DM1779|                                                           dddmmss.s |
 DM1779| DM1785 ALSIKE                              161.180 METERS 12402     |
 DM1779|---------------------------------------------------------------------|
 DM1779
 DM1779                          SUPERSEDED SURVEY CONTROL
 DM1779
 DM1779  NAVD 88 (07/14/10)  518.51   (m)         1701.1    (f) LEVELING    3  
 DM1779
 DM1779.Superseded values are not recommended for survey control.
 DM1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1779.See file dsdata.txt to determine how the superseded data were derived.
 DM1779
 DM1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0501679529(NAD 83)
 DM1779
 DM1779_MARKER: DD = SURVEY DISK
 DM1779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1779_STAMPING: 3802 J 2007
 DM1779_MARK LOGO: MNDT  
 DM1779_PROJECTION: FLUSH
 DM1779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1779+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM1779_ROD/PIPE-DEPTH:  5.2 meters
 DM1779
 DM1779  HISTORY     - Date     Condition        Report By
 DM1779  HISTORY     - 20070808 MONUMENTED       MNDT
 DM1779  HISTORY     - 20090909 GOOD             MNDT
 DM1779
 DM1779                          STATION DESCRIPTION
 DM1779
 DM1779'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM1779'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1779'THE MARK IS 12.5 MILES NORTHWEST OF ISABELLA, 13.9 MILES NORTHWEST
 DM1779'ALONG TRUNK HIGHWAY 1 FROM JUCNTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM1779'172 (WANLESS ROAD) IN  ISABELLA AT TRUNK HIGHWAY 1 MILEPOINT 311.65,
 DM1779'147.5 FEET SOUTHWEST OF TRUNK HIGHWAY 1 AT NORTHWEST CORNER OF REST
 DM1779'AREA, 59.1 FEET SOUTHEAST OF COUNTY ROAD 2, 1.5 FEET NORTHWEST OF
 DM1779'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5539 ***********************************************************************
 DM5539  DESIGNATION -  3802 J 1
 DM5539  PID         -  DM5539
 DM5539  STATE/COUNTY-  MN/LAKE
 DM5539  COUNTRY     -  US
 DM5539  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5539
 DM5539                         *CURRENT SURVEY CONTROL
 DM5539  ______________________________________________________________________
 DM5539* NAD 83(1986) POSITION- 47 38 55.1    (N) 091 37 30.0    (W)   HD_HELD2  
 DM5539* NAVD 88 ORTHO HEIGHT -   524.529  (meters)    1720.89  (feet) ADJUSTED  
 DM5539  ______________________________________________________________________
 DM5539  GEOID HEIGHT    -        -29.19  (meters)                     GEOID09
 DM5539  DYNAMIC HEIGHT  -        524.610 (meters)     1721.16  (feet) COMP
 DM5539  MODELED GRAVITY -    980,748.0   (mgal)                       NAVD 88
 DM5539
 DM5539  VERT ORDER      -  SECOND    CLASS I
 DM5539
 DM5539.The horizontal coordinates were established by autonomous hand held GPS
 DM5539.observations and have an estimated accuracy of +/- 10 meters.
 DM5539.
 DM5539.The orthometric height was determined by differential leveling and
 DM5539.adjusted in June 2011.
 DM5539
 DM5539.The dynamic height is computed by dividing the NAVD 88
 DM5539.geopotential number by the normal gravity value computed on the
 DM5539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5539.degrees latitude (g = 980.6199 gals.).
 DM5539
 DM5539.The modeled gravity was interpolated from observed gravity values.
 DM5539
 DM5539;                    North         East    Units  Estimated Accuracy
 DM5539;SPC MN N     -   228,755.      910,801.      MT  (+/- 10 meters HH2 GPS)
 DM5539
 DM5539                          SUPERSEDED SURVEY CONTROL
 DM5539
 DM5539.No superseded survey control is available for this station.
 DM5539
 DM5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0326278164(NAD 83)
 DM5539
 DM5539_MARKER: DD = SURVEY DISK
 DM5539_SETTING: 80 = SET IN A BOULDER
 DM5539_STAMPING: 3802 J 1 2007
 DM5539_MARK LOGO: MNDT  
 DM5539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5539+STABILITY: SURFACE MOTION
 DM5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5539+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5539
 DM5539  HISTORY     - Date     Condition        Report By
 DM5539  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5539
 DM5539                          STATION DESCRIPTION
 DM5539
 DM5539'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5539'THE MARK IS LOCATED ABOUT 15.5 MI (24.9 KM) EAST-SOUTHEAST OF BABBITT,
 DM5539'13.9 MI (22.4 KM) NORTH-NORTHWEST OF WHYTE AND 12.8 MI (20.6 KM) WEST
 DM5539'OF ISABELLA MINNESOTA.
 DM5539' 
 DM5539'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5539'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5539'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 1.45 MI
 DM5539'(2.3 KM) SOUTHWEST ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5539' 
 DM5539'THE MARK IS FOUND 62.2 FT (19.0 M) NORTHWEST OF COUNTY ROAD 2 AND 11.9
 DM5539'FT (3.6 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5550 ***********************************************************************
 DM5550  DESIGNATION -  3802 J 10
 DM5550  PID         -  DM5550
 DM5550  STATE/COUNTY-  MN/LAKE
 DM5550  COUNTRY     -  US
 DM5550  USGS QUAD   -  MT WEBER (1985)
 DM5550
 DM5550                         *CURRENT SURVEY CONTROL
 DM5550  ______________________________________________________________________
 DM5550* NAD 83(1986) POSITION- 47 24 55.1    (N) 091 38 41.3    (W)   HD_HELD2  
 DM5550* NAVD 88 ORTHO HEIGHT -   564.772  (meters)    1852.92  (feet) ADJUSTED  
 DM5550  ______________________________________________________________________
 DM5550  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DM5550  DYNAMIC HEIGHT  -        564.853 (meters)     1853.19  (feet) COMP
 DM5550  MODELED GRAVITY -    980,736.6   (mgal)                       NAVD 88
 DM5550
 DM5550  VERT ORDER      -  SECOND    CLASS I
 DM5550
 DM5550.The horizontal coordinates were established by autonomous hand held GPS
 DM5550.observations and have an estimated accuracy of +/- 10 meters.
 DM5550.
 DM5550.The orthometric height was determined by differential leveling and
 DM5550.adjusted in June 2011.
 DM5550
 DM5550.The dynamic height is computed by dividing the NAVD 88
 DM5550.geopotential number by the normal gravity value computed on the
 DM5550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5550.degrees latitude (g = 980.6199 gals.).
 DM5550
 DM5550.The modeled gravity was interpolated from observed gravity values.
 DM5550
 DM5550;                    North         East    Units  Estimated Accuracy
 DM5550;SPC MN N     -   202,791.      909,802.      MT  (+/- 10 meters HH2 GPS)
 DM5550
 DM5550                          SUPERSEDED SURVEY CONTROL
 DM5550
 DM5550.No superseded survey control is available for this station.
 DM5550
 DM5550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0222752207(NAD 83)
 DM5550
 DM5550_MARKER: DD = SURVEY DISK
 DM5550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5550_STAMPING: 3802 J 10 2007
 DM5550_MARK LOGO: MNDT  
 DM5550_PROJECTION: FLUSH
 DM5550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5550+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5550_ROD/PIPE-DEPTH:  7.6 meters
 DM5550
 DM5550  HISTORY     - Date     Condition        Report By
 DM5550  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5550
 DM5550                          STATION DESCRIPTION
 DM5550
 DM5550'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5550'THE MARK IS LOCATED ABOUT 19.5 MI (31.4 KM) SOUTHWEST OF ISABELLA,
 DM5550'13.6 MI (21.9 KM) EAST-NORTHEAST OF FAIRBANKS, 5.8 MI (9.3 KM) EAST OF
 DM5550'TOIMI AND 4.6 MI (7.4 KM) WEST-SOUTHWEST OF WHYTE MINNESOTA.
 DM5550' 
 DM5550'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5550'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5550'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 18.25 MI
 DM5550'(29.4 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5550' 
 DM5550'THE MARK IS FOUND 22.0 FT (6.7 M) NORTHEAST OF COUNTY ROAD 2 AND 1.5
 DM5550'FT (0.5 M) NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5551 ***********************************************************************
 DM5551  DESIGNATION -  3802 J 11
 DM5551  PID         -  DM5551
 DM5551  STATE/COUNTY-  MN/LAKE
 DM5551  COUNTRY     -  US
 DM5551  USGS QUAD   -  MT WEBER (1985)
 DM5551
 DM5551                         *CURRENT SURVEY CONTROL
 DM5551  ______________________________________________________________________
 DM5551* NAD 83(1986) POSITION- 47 23 31.2    (N) 091 38 53.5    (W)   HD_HELD2  
 DM5551* NAVD 88 ORTHO HEIGHT -   543.356  (meters)    1782.66  (feet) ADJUSTED  
 DM5551  ______________________________________________________________________
 DM5551  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 DM5551  DYNAMIC HEIGHT  -        543.435 (meters)     1782.92  (feet) COMP
 DM5551  MODELED GRAVITY -    980,739.5   (mgal)                       NAVD 88
 DM5551
 DM5551  VERT ORDER      -  SECOND    CLASS I
 DM5551
 DM5551.The horizontal coordinates were established by autonomous hand held GPS
 DM5551.observations and have an estimated accuracy of +/- 10 meters.
 DM5551.
 DM5551.The orthometric height was determined by differential leveling and
 DM5551.adjusted in June 2011.
 DM5551
 DM5551.The dynamic height is computed by dividing the NAVD 88
 DM5551.geopotential number by the normal gravity value computed on the
 DM5551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5551.degrees latitude (g = 980.6199 gals.).
 DM5551
 DM5551.The modeled gravity was interpolated from observed gravity values.
 DM5551
 DM5551;                    North         East    Units  Estimated Accuracy
 DM5551;SPC MN N     -   200,196.      909,595.      MT  (+/- 10 meters HH2 GPS)
 DM5551
 DM5551                          SUPERSEDED SURVEY CONTROL
 DM5551
 DM5551.No superseded survey control is available for this station.
 DM5551
 DM5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0201649612(NAD 83)
 DM5551
 DM5551_MARKER: DD = SURVEY DISK
 DM5551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5551_STAMPING: 3802 J 11 2007
 DM5551_MARK LOGO: MNDT  
 DM5551_PROJECTION: FLUSH
 DM5551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5551+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5551_ROD/PIPE-DEPTH:  5.2 meters
 DM5551
 DM5551  HISTORY     - Date     Condition        Report By
 DM5551  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5551
 DM5551                          STATION DESCRIPTION
 DM5551
 DM5551'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5551'THE MARK IS LOCATED ABOUT 21.0 MI (33.8 KM) SOUTHWEST OF ISABELLA,
 DM5551'13.0 MI (20.9 KM) NORTHEAST OF BRIMSON, 5.8 MI (9.3 KM) SOUTHWEST OF
 DM5551'WHYTE AND 5.6 MI (9.0 KM) EAST OF TOIMI MINNESOTA.
 DM5551' 
 DM5551'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5551'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5551'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 20.0 MI
 DM5551'(32.2 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5551' 
 DM5551'THE MARK IS FOUND 101.4 FT (30.9 M) WEST-SOUTHWEST OF COUNTY ROAD 2,
 DM5551'95.6 FT (29.1 M) NORTH-NORTHWEST OF FOREST ROAD 11/15 AND 1.5 FT (0.5
 DM5551'M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5552 ***********************************************************************
 DM5552  DESIGNATION -  3802 J 12
 DM5552  PID         -  DM5552
 DM5552  STATE/COUNTY-  MN/LAKE
 DM5552  COUNTRY     -  US
 DM5552  USGS QUAD   -  MT WEBER (1985)
 DM5552
 DM5552                         *CURRENT SURVEY CONTROL
 DM5552  ______________________________________________________________________
 DM5552* NAD 83(1986) POSITION- 47 23 21.7    (N) 091 39 25.5    (W)   HD_HELD2  
 DM5552* NAVD 88 ORTHO HEIGHT -   548.553  (meters)    1799.71  (feet) ADJUSTED  
 DM5552  ______________________________________________________________________
 DM5552  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DM5552  DYNAMIC HEIGHT  -        548.633 (meters)     1799.97  (feet) COMP
 DM5552  MODELED GRAVITY -    980,739.1   (mgal)                       NAVD 88
 DM5552
 DM5552  VERT ORDER      -  SECOND    CLASS I
 DM5552
 DM5552.The horizontal coordinates were established by autonomous hand held GPS
 DM5552.observations and have an estimated accuracy of +/- 10 meters.
 DM5552.
 DM5552.The orthometric height was determined by differential leveling and
 DM5552.adjusted in June 2011.
 DM5552
 DM5552.The dynamic height is computed by dividing the NAVD 88
 DM5552.geopotential number by the normal gravity value computed on the
 DM5552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5552.degrees latitude (g = 980.6199 gals.).
 DM5552
 DM5552.The modeled gravity was interpolated from observed gravity values.
 DM5552
 DM5552;                    North         East    Units  Estimated Accuracy
 DM5552;SPC MN N     -   199,890.      908,929.      MT  (+/- 10 meters HH2 GPS)
 DM5552
 DM5552                          SUPERSEDED SURVEY CONTROL
 DM5552
 DM5552.No superseded survey control is available for this station.
 DM5552
 DM5552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0135149308(NAD 83)
 DM5552
 DM5552_MARKER: DD = SURVEY DISK
 DM5552_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5552_SP_SET: BRIDGE JERSEY BARRIER
 DM5552_STAMPING: 3802 J 12 2007
 DM5552_MARK LOGO: MNDT  
 DM5552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5552+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5552
 DM5552  HISTORY     - Date     Condition        Report By
 DM5552  HISTORY     - 1999     MONUMENTED       MNDT
 DM5552  HISTORY     - 20070718 GOOD             MNDT
 DM5552
 DM5552                          STATION DESCRIPTION
 DM5552
 DM5552'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5552'THE MARK IS LOCATED ABOUT 21.5 MI (34.6 KM) SOUTHWEST OF ISABELLA,
 DM5552'12.6 MI (20.3 KM) NORTHEAST OF BRIMSON, 6.2 MI (10.0 KM) SOUTHWEST OF
 DM5552'WHYTE AND 5.2 MI (8.4 KM) EAST OF TOIMI MINNESOTA.
 DM5552' 
 DM5552'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5552'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5552'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 20.0 MI
 DM5552'(32.2 KM) SOUTH ON COUNTY ROAD 2, THENCE 0.5 MI (0.8 KM) SOUTHWEST ON
 DM5552'FOREST ROAD 11/COUNTY ROAD 2.
 DM5552' 
 DM5552'THE MARK IS FOUND IN THE BRIDGE RAILING, IN THE SOUTHEAST CORNER OF
 DM5552'FOREST ROAD 11/COUNTY ROAD 2/SAWBILL TRAIL BRIDGE NUMBER 38520 OVER A
 DM5552'RAILROAD, 22 FT (6.7 M) SOUTHEAST OF FOREST ROAD 11/COUNTY ROAD 2.
 DM5552' 
 DM5552'NOTE-THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1999 THEN STAMPED
 DM5552'WHEN SURVEYED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5553 ***********************************************************************
 DM5553  DESIGNATION -  3802 J 13
 DM5553  PID         -  DM5553
 DM5553  STATE/COUNTY-  MN/LAKE
 DM5553  COUNTRY     -  US
 DM5553  USGS QUAD   -  MT WEBER (1985)
 DM5553
 DM5553                         *CURRENT SURVEY CONTROL
 DM5553  ______________________________________________________________________
 DM5553* NAD 83(1986) POSITION- 47 22 36.2    (N) 091 39 13.4    (W)   HD_HELD2  
 DM5553* NAVD 88 ORTHO HEIGHT -   535.919  (meters)    1758.26  (feet) ADJUSTED  
 DM5553  ______________________________________________________________________
 DM5553  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 DM5553  DYNAMIC HEIGHT  -        535.998 (meters)     1758.52  (feet) COMP
 DM5553  MODELED GRAVITY -    980,741.1   (mgal)                       NAVD 88
 DM5553
 DM5553  VERT ORDER      -  SECOND    CLASS I
 DM5553
 DM5553.The horizontal coordinates were established by autonomous hand held GPS
 DM5553.observations and have an estimated accuracy of +/- 10 meters.
 DM5553.
 DM5553.The orthometric height was determined by differential leveling and
 DM5553.adjusted in June 2011.
 DM5553
 DM5553.The dynamic height is computed by dividing the NAVD 88
 DM5553.geopotential number by the normal gravity value computed on the
 DM5553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5553.degrees latitude (g = 980.6199 gals.).
 DM5553
 DM5553.The modeled gravity was interpolated from observed gravity values.
 DM5553
 DM5553;                    North         East    Units  Estimated Accuracy
 DM5553;SPC MN N     -   198,490.      909,209.      MT  (+/- 10 meters HH2 GPS)
 DM5553
 DM5553                          SUPERSEDED SURVEY CONTROL
 DM5553
 DM5553.No superseded survey control is available for this station.
 DM5553
 DM5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0162947907(NAD 83)
 DM5553
 DM5553_MARKER: DD = SURVEY DISK
 DM5553_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5553_STAMPING: 3802 J 13 2007
 DM5553_MARK LOGO: MNDT  
 DM5553_PROJECTION: RECESSED 3 CENTIMETERS
 DM5553_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5553+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5553_ROD/PIPE-DEPTH:  5.2 meters
 DM5553
 DM5553  HISTORY     - Date     Condition        Report By
 DM5553  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5553
 DM5553                          STATION DESCRIPTION
 DM5553
 DM5553'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5553'THE MARK IS LOCATED ABOUT 21.75 MI (35.0 KM) SOUTHWEST OF ISABELLA,
 DM5553'12.2 MI (19.6 KM) NORTHEAST OF BRIMSON, 6.7 MI (10.8 KM) SOUTHWEST OF
 DM5553'WHYTE AND 5.6 MI (9.0 KM) EAST-SOUTHEAST OF TOIMI MINNESOTA.
 DM5553' 
 DM5553'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5553'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5553'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 20.0 MI
 DM5553'(32.2 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL, THENCE 0.65 MI (1.0
 DM5553'KM) WEST-SOUTHWEST ON COUNTY ROAD 2/COUNTY ROAD 15, THENCE 0.8 MI (1.3
 DM5553'KM) SOUTH ON COUNTY ROAD 2.
 DM5553' 
 DM5553'THE MARK IS FOUND 75.6 FT (23.0 M) WEST-SOUTHWEST OF COUNTY ROAD 2 AND
 DM5553'1.3 FT (0.4 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5540 ***********************************************************************
 DM5540  DESIGNATION -  3802 J 2
 DM5540  PID         -  DM5540
 DM5540  STATE/COUNTY-  MN/LAKE
 DM5540  COUNTRY     -  US
 DM5540  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM5540
 DM5540                         *CURRENT SURVEY CONTROL
 DM5540  ______________________________________________________________________
 DM5540* NAD 83(1986) POSITION- 47 37 31.2    (N) 091 38 04.7    (W)   HD_HELD2  
 DM5540* NAVD 88 ORTHO HEIGHT -   520.549  (meters)    1707.83  (feet) ADJUSTED  
 DM5540  ______________________________________________________________________
 DM5540  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DM5540  DYNAMIC HEIGHT  -        520.628 (meters)     1708.09  (feet) COMP
 DM5540  MODELED GRAVITY -    980,746.8   (mgal)                       NAVD 88
 DM5540
 DM5540  VERT ORDER      -  SECOND    CLASS I
 DM5540
 DM5540.The horizontal coordinates were established by autonomous hand held GPS
 DM5540.observations and have an estimated accuracy of +/- 10 meters.
 DM5540.
 DM5540.The orthometric height was determined by differential leveling and
 DM5540.adjusted in June 2011.
 DM5540
 DM5540.The dynamic height is computed by dividing the NAVD 88
 DM5540.geopotential number by the normal gravity value computed on the
 DM5540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5540.degrees latitude (g = 980.6199 gals.).
 DM5540
 DM5540.The modeled gravity was interpolated from observed gravity values.
 DM5540
 DM5540;                    North         East    Units  Estimated Accuracy
 DM5540;SPC MN N     -   226,151.      910,126.      MT  (+/- 10 meters HH2 GPS)
 DM5540
 DM5540                          SUPERSEDED SURVEY CONTROL
 DM5540
 DM5540.No superseded survey control is available for this station.
 DM5540
 DM5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0258475562(NAD 83)
 DM5540
 DM5540_MARKER: DD = SURVEY DISK
 DM5540_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5540_SP_SET: ROCK
 DM5540_STAMPING: 3802 J 2 2007
 DM5540_MARK LOGO: MNDT  
 DM5540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5540+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5540
 DM5540  HISTORY     - Date     Condition        Report By
 DM5540  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5540
 DM5540                          STATION DESCRIPTION
 DM5540
 DM5540'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5540'THE MARK IS LOCATED ABOUT 15.6 MI (25.1 KM) EAST-SOUTHEAST OF BABBITT,
 DM5540'13.1 MI (21.1 KM) WEST OF ISABELLA AND 12.5 MI (20.1 KM)
 DM5540'NORTH-NORTHWEST OF WHYTE MINNESOTA.
 DM5540' 
 DM5540'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5540'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5540'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 3.15 MI
 DM5540'(5.1 KM) SOUTHWEST ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5540' 
 DM5540'THE MARK IS FOUND 40.7 FT (12.4 M) NORTHWEST OF COUNTY ROAD 2 AND 3.4
 DM5540'FT (1.0 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5541 ***********************************************************************
 DM5541  DESIGNATION -  3802 J 3
 DM5541  PID         -  DM5541
 DM5541  STATE/COUNTY-  MN/LAKE
 DM5541  COUNTRY     -  US
 DM5541  USGS QUAD   -  GREENWOOD LAKE WEST (1984)
 DM5541
 DM5541                         *CURRENT SURVEY CONTROL
 DM5541  ______________________________________________________________________
 DM5541* NAD 83(1986) POSITION- 47 36 19.8    (N) 091 38 43.4    (W)   HD_HELD2  
 DM5541* NAVD 88 ORTHO HEIGHT -   519.342  (meters)    1703.87  (feet) ADJUSTED  
 DM5541  ______________________________________________________________________
 DM5541  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 DM5541  DYNAMIC HEIGHT  -        519.421 (meters)     1704.13  (feet) COMP
 DM5541  MODELED GRAVITY -    980,746.6   (mgal)                       NAVD 88
 DM5541
 DM5541  VERT ORDER      -  SECOND    CLASS I
 DM5541
 DM5541.The horizontal coordinates were established by autonomous hand held GPS
 DM5541.observations and have an estimated accuracy of +/- 10 meters.
 DM5541.
 DM5541.The orthometric height was determined by differential leveling and
 DM5541.adjusted in June 2011.
 DM5541
 DM5541.The dynamic height is computed by dividing the NAVD 88
 DM5541.geopotential number by the normal gravity value computed on the
 DM5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5541.degrees latitude (g = 980.6199 gals.).
 DM5541
 DM5541.The modeled gravity was interpolated from observed gravity values.
 DM5541
 DM5541;                    North         East    Units  Estimated Accuracy
 DM5541;SPC MN N     -   223,931.      909,360.      MT  (+/- 10 meters HH2 GPS)
 DM5541
 DM5541                          SUPERSEDED SURVEY CONTROL
 DM5541
 DM5541.No superseded survey control is available for this station.
 DM5541
 DM5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0181573343(NAD 83)
 DM5541
 DM5541_MARKER: DD = SURVEY DISK
 DM5541_SETTING: 80 = SET IN A BOULDER
 DM5541_STAMPING: 3803 J 3 2007
 DM5541_MARK LOGO: MNDT  
 DM5541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5541+STABILITY: SURFACE MOTION
 DM5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5541+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5541
 DM5541  HISTORY     - Date     Condition        Report By
 DM5541  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5541
 DM5541                          STATION DESCRIPTION
 DM5541
 DM5541'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5541'THE MARK IS LOCATED ABOUT 15.3 MI (24.6 KM) NORTH-NORTHEAST OF TOIMI,
 DM5541'13.6 MI (21.9 KM) WEST OF ISABELLA AND 11.3 MI (18.2 KM)
 DM5541'NORTH-NORTHWEST OF WHYTE MINNESOTA.
 DM5541' 
 DM5541'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5541'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5541'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 4.8 MI
 DM5541'(7.7 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5541' 
 DM5541'THE MARK IS FOUND 82.9 FT (25.3 M) WEST OF COUNTY ROAD 2 AND 8.4 FT
 DM5541'(2.6 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5543 ***********************************************************************
 DM5543  DESIGNATION -  3802 J 4
 DM5543  PID         -  DM5543
 DM5543  STATE/COUNTY-  MN/LAKE
 DM5543  COUNTRY     -  US
 DM5543  USGS QUAD   -  GREENWOOD LAKE WEST (1984)
 DM5543
 DM5543                         *CURRENT SURVEY CONTROL
 DM5543  ______________________________________________________________________
 DM5543* NAD 83(1986) POSITION- 47 34 19.1    (N) 091 39 21.0    (W)   HD_HELD2  
 DM5543* NAVD 88 ORTHO HEIGHT -   536.746  (meters)    1760.97  (feet) ADJUSTED  
 DM5543  ______________________________________________________________________
 DM5543  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DM5543  DYNAMIC HEIGHT  -        536.828 (meters)     1761.24  (feet) COMP
 DM5543  MODELED GRAVITY -    980,746.3   (mgal)                       NAVD 88
 DM5543
 DM5543  VERT ORDER      -  SECOND    CLASS I
 DM5543
 DM5543.The horizontal coordinates were established by autonomous hand held GPS
 DM5543.observations and have an estimated accuracy of +/- 10 meters.
 DM5543.
 DM5543.The orthometric height was determined by differential leveling and
 DM5543.adjusted in June 2011.
 DM5543
 DM5543.The dynamic height is computed by dividing the NAVD 88
 DM5543.geopotential number by the normal gravity value computed on the
 DM5543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5543.degrees latitude (g = 980.6199 gals.).
 DM5543
 DM5543.The modeled gravity was interpolated from observed gravity values.
 DM5543
 DM5543;                    North         East    Units  Estimated Accuracy
 DM5543;SPC MN N     -   220,189.      908,644.      MT  (+/- 10 meters HH2 GPS)
 DM5543
 DM5543                          SUPERSEDED SURVEY CONTROL
 DM5543
 DM5543.No superseded survey control is available for this station.
 DM5543
 DM5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0109469603(NAD 83)
 DM5543
 DM5543_MARKER: DD = SURVEY DISK
 DM5543_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5543_SP_SET: ROCK
 DM5543_STAMPING: 3802 J 4 2007
 DM5543_MARK LOGO: MNDT  
 DM5543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5543+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5543
 DM5543  HISTORY     - Date     Condition        Report By
 DM5543  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5543
 DM5543                          STATION DESCRIPTION
 DM5543
 DM5543'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5543'THE MARK IS LOCATED ABOUT 14.4 MI (23.2 KM) WEST-SOUTHWEST OF
 DM5543'ISABELLA, 12.9 MI (20.8 KM) NORTH-NORTHEAST OF TOIMI AND 9.4 MI (15.1
 DM5543'KM) NORTH-NORTHWEST OF WHYTE MINNESOTA.
 DM5543' 
 DM5543'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5543'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5543'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 7.2 MI
 DM5543'(11.6 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5543' 
 DM5543'THE MARK IS FOUND 37.2 FT (11.3 M) WEST OF COUNTY ROAD 2 AND 4.3 FT
 DM5543'(1.3 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5544 ***********************************************************************
 DM5544  DESIGNATION -  3802 J 5
 DM5544  PID         -  DM5544
 DM5544  STATE/COUNTY-  MN/LAKE
 DM5544  COUNTRY     -  US
 DM5544  USGS QUAD   -  GREENWOOD LAKE WEST (1984)
 DM5544
 DM5544                         *CURRENT SURVEY CONTROL
 DM5544  ______________________________________________________________________
 DM5544* NAD 83(1986) POSITION- 47 32 47.3    (N) 091 39 20.5    (W)   HD_HELD2  
 DM5544* NAVD 88 ORTHO HEIGHT -   543.683  (meters)    1783.73  (feet) ADJUSTED  
 DM5544  ______________________________________________________________________
 DM5544  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 DM5544  DYNAMIC HEIGHT  -        543.766 (meters)     1784.01  (feet) COMP
 DM5544  MODELED GRAVITY -    980,745.4   (mgal)                       NAVD 88
 DM5544
 DM5544  VERT ORDER      -  SECOND    CLASS I
 DM5544
 DM5544.The horizontal coordinates were established by autonomous hand held GPS
 DM5544.observations and have an estimated accuracy of +/- 10 meters.
 DM5544.
 DM5544.The orthometric height was determined by differential leveling and
 DM5544.adjusted in June 2011.
 DM5544
 DM5544.The dynamic height is computed by dividing the NAVD 88
 DM5544.geopotential number by the normal gravity value computed on the
 DM5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5544.degrees latitude (g = 980.6199 gals.).
 DM5544
 DM5544.The modeled gravity was interpolated from observed gravity values.
 DM5544
 DM5544;                    North         East    Units  Estimated Accuracy
 DM5544;SPC MN N     -   217,355.      908,708.      MT  (+/- 10 meters HH2 GPS)
 DM5544
 DM5544                          SUPERSEDED SURVEY CONTROL
 DM5544
 DM5544.No superseded survey control is available for this station.
 DM5544
 DM5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0115466770(NAD 83)
 DM5544
 DM5544_MARKER: DD = SURVEY DISK
 DM5544_SETTING: 80 = SET IN A BOULDER
 DM5544_STAMPING: 3802 J 5 2007
 DM5544_MARK LOGO: MNDT  
 DM5544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5544+STABILITY: SURFACE MOTION
 DM5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5544+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5544
 DM5544  HISTORY     - Date     Condition        Report By
 DM5544  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5544
 DM5544                          STATION DESCRIPTION
 DM5544
 DM5544'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5544'THE MARK IS LOCATED ABOUT 14.9 MI (24.0 KM) WEST-SOUTHWEST OF
 DM5544'ISABELLA, 11.4 MI (18.3 KM) NORTH-NORTHEAST OF TOIMI AND 7.9 MI (12.7
 DM5544'KM) NORTHWEST OF WHYTE MINNESOTA.
 DM5544' 
 DM5544'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5544'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5544'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 9.0 MI
 DM5544'(14.5 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5544' 
 DM5544'THE MARK IS FOUND 38.3 FT (11.7 M) WEST OF COUNTY ROAD 2, 10.9 FT (3.3
 DM5544'M) SOUTH OF ENTRANCE EXTEND NUMBER 830 AND 7.6 FT (2.3 M) WEST OF ITS
 DM5544'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5545 ***********************************************************************
 DM5545  DESIGNATION -  3802 J 6
 DM5545  PID         -  DM5545
 DM5545  STATE/COUNTY-  MN/LAKE
 DM5545  COUNTRY     -  US
 DM5545  USGS QUAD   -  GREENWOOD LAKE WEST (1984)
 DM5545
 DM5545                         *CURRENT SURVEY CONTROL
 DM5545  ______________________________________________________________________
 DM5545* NAD 83(1986) POSITION- 47 31 20.4    (N) 091 39 19.8    (W)   HD_HELD2  
 DM5545* NAVD 88 ORTHO HEIGHT -   551.741  (meters)    1810.17  (feet) ADJUSTED  
 DM5545  ______________________________________________________________________
 DM5545  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 DM5545  DYNAMIC HEIGHT  -        551.825 (meters)     1810.45  (feet) COMP
 DM5545  MODELED GRAVITY -    980,745.0   (mgal)                       NAVD 88
 DM5545
 DM5545  VERT ORDER      -  SECOND    CLASS I
 DM5545
 DM5545.The horizontal coordinates were established by autonomous hand held GPS
 DM5545.observations and have an estimated accuracy of +/- 10 meters.
 DM5545.
 DM5545.The orthometric height was determined by differential leveling and
 DM5545.adjusted in June 2011.
 DM5545
 DM5545.The dynamic height is computed by dividing the NAVD 88
 DM5545.geopotential number by the normal gravity value computed on the
 DM5545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5545.degrees latitude (g = 980.6199 gals.).
 DM5545
 DM5545.The modeled gravity was interpolated from observed gravity values.
 DM5545
 DM5545;                    North         East    Units  Estimated Accuracy
 DM5545;SPC MN N     -   214,672.      908,772.      MT  (+/- 10 meters HH2 GPS)
 DM5545
 DM5545                          SUPERSEDED SURVEY CONTROL
 DM5545
 DM5545.No superseded survey control is available for this station.
 DM5545
 DM5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0121564087(NAD 83)
 DM5545
 DM5545_MARKER: DD = SURVEY DISK
 DM5545_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM5545+WITH SETTING: INFORMATION.
 DM5545_STAMPING: 3802 J 6 2007
 DM5545_MARK LOGO: MNDT  
 DM5545_PROJECTION: FLUSH
 DM5545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5545+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5545_ROD/PIPE-DEPTH:  2.1 meters
 DM5545
 DM5545  HISTORY     - Date     Condition        Report By
 DM5545  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5545
 DM5545                          STATION DESCRIPTION
 DM5545
 DM5545'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5545'THE MARK IS LOCATED ABOUT 15.5 MI (24.9 KM) WEST-SOUTHWEST OF
 DM5545'ISABELLA, 9.9 MI (15.9 KM) NORTH-NORTHEAST OF TOIMI AND 6.5 MI (10.5
 DM5545'KM) NORTHWEST OF WHYTE MINNESOTA.
 DM5545' 
 DM5545'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5545'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5545'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 10.6 MI
 DM5545'(17.1 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5545' 
 DM5545'THE MARK IS FOUND 58.6 FT (17.9 M) EAST OF COUNTY ROAD 2, 22.4 FT (6.8
 DM5545'M) SOUTH OF ENTRANCE NUMBER 8176 AND 2.2 FT (0.7 M) NORTHWEST OF ITS
 DM5545'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5546 ***********************************************************************
 DM5546  DESIGNATION -  3802 J 7
 DM5546  PID         -  DM5546
 DM5546  STATE/COUNTY-  MN/LAKE
 DM5546  COUNTRY     -  US
 DM5546  USGS QUAD   -  GREENWOOD LAKE WEST (1984)
 DM5546
 DM5546                         *CURRENT SURVEY CONTROL
 DM5546  ______________________________________________________________________
 DM5546* NAD 83(1986) POSITION- 47 30 04.2    (N) 091 39 19.1    (W)   HD_HELD2  
 DM5546* NAVD 88 ORTHO HEIGHT -   543.827  (meters)    1784.21  (feet) ADJUSTED  
 DM5546  ______________________________________________________________________
 DM5546  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 DM5546  DYNAMIC HEIGHT  -        543.907 (meters)     1784.47  (feet) COMP
 DM5546  MODELED GRAVITY -    980,741.7   (mgal)                       NAVD 88
 DM5546
 DM5546  VERT ORDER      -  SECOND    CLASS I
 DM5546
 DM5546.The horizontal coordinates were established by autonomous hand held GPS
 DM5546.observations and have an estimated accuracy of +/- 10 meters.
 DM5546.
 DM5546.The orthometric height was determined by differential leveling and
 DM5546.adjusted in June 2011.
 DM5546
 DM5546.The dynamic height is computed by dividing the NAVD 88
 DM5546.geopotential number by the normal gravity value computed on the
 DM5546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5546.degrees latitude (g = 980.6199 gals.).
 DM5546
 DM5546.The modeled gravity was interpolated from observed gravity values.
 DM5546
 DM5546;                    North         East    Units  Estimated Accuracy
 DM5546;SPC MN N     -   212,320.      908,831.      MT  (+/- 10 meters HH2 GPS)
 DM5546
 DM5546                          SUPERSEDED SURVEY CONTROL
 DM5546
 DM5546.No superseded survey control is available for this station.
 DM5546
 DM5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0127061735(NAD 83)
 DM5546
 DM5546_MARKER: DD = SURVEY DISK
 DM5546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5546_STAMPING: 3802 J 7 2007
 DM5546_MARK LOGO: MNDT  
 DM5546_PROJECTION: FLUSH
 DM5546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5546+STABILITY: SURFACE MOTION
 DM5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5546+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5546_ROD/PIPE-DEPTH:  3.4 meters
 DM5546
 DM5546  HISTORY     - Date     Condition        Report By
 DM5546  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5546
 DM5546                          STATION DESCRIPTION
 DM5546
 DM5546'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5546'THE MARK IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHWEST OF ISABELLA,
 DM5546'15.6 MI (25.1 KM) NORTHEAST OF FAIRBANKS, 8.7 MI (14.0 KM) NORTHEAST
 DM5546'OF TOIMI AND 5.5 MI (8.8 KM) NORTHWEST OF WHYTE MINNESOTA.
 DM5546' 
 DM5546'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5546'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5546'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 12.1 MI
 DM5546'(19.5 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5546' 
 DM5546'THE MARK IS FOUND 35.3 FT (10.8 M) WEST-SOUTHWEST OF COUNTY ROAD 2,
 DM5546'31.5 FT (9.6 M) NORTH-NORTHEAST OF DRIVEWAY NUMBER 7865 AND 2.0 FT
 DM5546'(0.6 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5548 ***********************************************************************
 DM5548  DESIGNATION -  3802 J 8
 DM5548  PID         -  DM5548
 DM5548  STATE/COUNTY-  MN/LAKE
 DM5548  COUNTRY     -  US
 DM5548  USGS QUAD   -  MT WEBER (1985)
 DM5548
 DM5548                         *CURRENT SURVEY CONTROL
 DM5548  ______________________________________________________________________
 DM5548* NAD 83(1986) POSITION- 47 27 38.7    (N) 091 38 53.1    (W)   HD_HELD2  
 DM5548* NAVD 88 ORTHO HEIGHT -   565.332  (meters)    1854.76  (feet) ADJUSTED  
 DM5548  ______________________________________________________________________
 DM5548  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DM5548  DYNAMIC HEIGHT  -        565.411 (meters)     1855.02  (feet) COMP
 DM5548  MODELED GRAVITY -    980,731.6   (mgal)                       NAVD 88
 DM5548
 DM5548  VERT ORDER      -  SECOND    CLASS I
 DM5548
 DM5548.The horizontal coordinates were established by autonomous hand held GPS
 DM5548.observations and have an estimated accuracy of +/- 10 meters.
 DM5548.
 DM5548.The orthometric height was determined by differential leveling and
 DM5548.adjusted in June 2011.
 DM5548
 DM5548.The dynamic height is computed by dividing the NAVD 88
 DM5548.geopotential number by the normal gravity value computed on the
 DM5548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5548.degrees latitude (g = 980.6199 gals.).
 DM5548
 DM5548.The modeled gravity was interpolated from observed gravity values.
 DM5548
 DM5548;                    North         East    Units  Estimated Accuracy
 DM5548;SPC MN N     -   207,838.      909,459.      MT  (+/- 10 meters HH2 GPS)
 DM5548
 DM5548                          SUPERSEDED SURVEY CONTROL
 DM5548
 DM5548.No superseded survey control is available for this station.
 DM5548
 DM5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0189257253(NAD 83)
 DM5548
 DM5548_MARKER: DD = SURVEY DISK
 DM5548_SETTING: 80 = SET IN A BOULDER
 DM5548_STAMPING: 3802 J 8 2007
 DM5548_MARK LOGO: MNDT  
 DM5548_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5548+STABILITY: SURFACE MOTION
 DM5548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5548+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5548
 DM5548  HISTORY     - Date     Condition        Report By
 DM5548  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5548
 DM5548                          STATION DESCRIPTION
 DM5548
 DM5548'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5548'THE MARK IS LOCATED ABOUT 17.0 MI (27.4 KM) SOUTHWEST OF ISABELLA,
 DM5548'14.5 MI (23.3 KM) EAST-NORTHEAST OF FAIRBANKS, 7.0 MI (11.3 KM)
 DM5548'NORTHEAST OF TOIMI AND 4.1 MI (6.6 KM) WEST OF WHYTE MINNESOTA.
 DM5548' 
 DM5548'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5548'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5548'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 15.0 MI
 DM5548'(24.1 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5548' 
 DM5548'THE MARK IS FOUND 34.0 FT (10.4 M) EAST-SOUTHEAST OF COUNTY ROAD 2 AND
 DM5548'2.2 FT (0.7 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5549 ***********************************************************************
 DM5549  DESIGNATION -  3802 J 9
 DM5549  PID         -  DM5549
 DM5549  STATE/COUNTY-  MN/LAKE
 DM5549  COUNTRY     -  US
 DM5549  USGS QUAD   -  MT WEBER (1985)
 DM5549
 DM5549                         *CURRENT SURVEY CONTROL
 DM5549  ______________________________________________________________________
 DM5549* NAD 83(1986) POSITION- 47 26 09.6    (N) 091 39 02.4    (W)   HD_HELD2  
 DM5549* NAVD 88 ORTHO HEIGHT -   569.385  (meters)    1868.06  (feet) ADJUSTED  
 DM5549  ______________________________________________________________________
 DM5549  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM5549  DYNAMIC HEIGHT  -        569.465 (meters)     1868.32  (feet) COMP
 DM5549  MODELED GRAVITY -    980,733.6   (mgal)                       NAVD 88
 DM5549
 DM5549  VERT ORDER      -  SECOND    CLASS I
 DM5549
 DM5549.The horizontal coordinates were established by autonomous hand held GPS
 DM5549.observations and have an estimated accuracy of +/- 10 meters.
 DM5549.
 DM5549.The orthometric height was determined by differential leveling and
 DM5549.adjusted in June 2011.
 DM5549
 DM5549.The dynamic height is computed by dividing the NAVD 88
 DM5549.geopotential number by the normal gravity value computed on the
 DM5549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5549.degrees latitude (g = 980.6199 gals.).
 DM5549
 DM5549.The modeled gravity was interpolated from observed gravity values.
 DM5549
 DM5549;                    North         East    Units  Estimated Accuracy
 DM5549;SPC MN N     -   205,083.      909,316.      MT  (+/- 10 meters HH2 GPS)
 DM5549
 DM5549                          SUPERSEDED SURVEY CONTROL
 DM5549
 DM5549.No superseded survey control is available for this station.
 DM5549
 DM5549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0174554499(NAD 83)
 DM5549
 DM5549_MARKER: DD = SURVEY DISK
 DM5549_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5549_STAMPING: 3802 J 9 2007
 DM5549_MARK LOGO: MNDT  
 DM5549_PROJECTION: FLUSH
 DM5549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5549+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5549_ROD/PIPE-DEPTH:  5.5 meters
 DM5549
 DM5549  HISTORY     - Date     Condition        Report By
 DM5549  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5549
 DM5549                          STATION DESCRIPTION
 DM5549
 DM5549'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5549'THE MARK IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHWEST OF ISABELLA,
 DM5549'13.7 MI (22.0 KM) EAST-NORTHEAST OF FAIRBANKS, 6.0 MI (9.7 KM)
 DM5549'EAST-NORTHEAST OF TOIMI AND 4.3 MI (6.9 KM) WEST-SOUTHWEST OF WHYTE
 DM5549'MINNESOTA.
 DM5549' 
 DM5549'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5549'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5549'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 16.8 MI
 DM5549'(27.0 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5549' 
 DM5549'THE MARK IS FOUND 37.8 FT (11.5 M) EAST OF COUNTY ROAD 2, 8.9 FT (2.7
 DM5549'M) NORTH OF DRIVEWAY NUMBER 6988 AND 2.2 FT (0.7 M) SOUTH OF ITS
 DM5549'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5528 ***********************************************************************
 DM5528  DESIGNATION -  3802 K
 DM5528  PID         -  DM5528
 DM5528  STATE/COUNTY-  MN/LAKE
 DM5528  COUNTRY     -  US
 DM5528  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM5528
 DM5528                         *CURRENT SURVEY CONTROL
 DM5528  ______________________________________________________________________
 DM5528* NAD 83(1986) POSITION- 47 41 16.15   (N) 091 38 24.62   (W)   HD_HELD1  
 DM5528* NAVD 88 ORTHO HEIGHT -   504.269  (meters)    1654.42  (feet) ADJUSTED  
 DM5528  ______________________________________________________________________
 DM5528  GEOID HEIGHT    -        -29.45  (meters)                     GEOID09
 DM5528  DYNAMIC HEIGHT  -        504.345 (meters)     1654.67  (feet) COMP
 DM5528  MODELED GRAVITY -    980,746.3   (mgal)                       NAVD 88
 DM5528
 DM5528  VERT ORDER      -  SECOND    CLASS I
 DM5528
 DM5528.The horizontal coordinates were established by differentially corrected
 DM5528.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5528.
 DM5528.The orthometric height was determined by differential leveling and
 DM5528.adjusted in June 2011.
 DM5528
 DM5528.The dynamic height is computed by dividing the NAVD 88
 DM5528.geopotential number by the normal gravity value computed on the
 DM5528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5528.degrees latitude (g = 980.6199 gals.).
 DM5528
 DM5528.The modeled gravity was interpolated from observed gravity values.
 DM5528
 DM5528;                    North         East    Units  Estimated Accuracy
 DM5528;SPC MN N     -   233,088.3     909,579.0     MT  (+/- 3 meters HH1 GPS) 
 DM5528
 DM5528                          SUPERSEDED SURVEY CONTROL
 DM5528
 DM5528.No superseded survey control is available for this station.
 DM5528
 DM5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0204682499(NAD 83)
 DM5528
 DM5528_MARKER: DD = SURVEY DISK
 DM5528_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5528_SP_SET: BRIDGE RAILING
 DM5528_STAMPING: 3802 K 2007
 DM5528_MARK LOGO: MNDT  
 DM5528_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5528_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5528+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM5528
 DM5528  HISTORY     - Date     Condition        Report By
 DM5528  HISTORY     - 20070725 MONUMENTED       MNDT
 DM5528  HISTORY     - 20090909 GOOD             MNDT
 DM5528
 DM5528                          STATION DESCRIPTION
 DM5528
 DM5528'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5528'THE MARK IS LOCATED ABOUT 18.2 MI (29.3 KM) SOUTH OF ELY, 16.7 MI
 DM5528'(26.9 KM) NORTH-NORTHWEST OF WHYTE, 14.3 MI (23.0 KM) EAST OF BABBITT
 DM5528'AND 14.2 MI (22.8 KM) WEST-NORTHWEST OF ISABELLA MINNESOTA.
 DM5528' 
 DM5528'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5528'HIGHWAY 169 IN ELY, GO 22.3 MI (35.9 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5528'1 TO MILE POINT 308.4.  ALTERNATIVELY, TO REACH THE MARK FROM THE
 DM5528'JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) AND
 DM5528'POST OFFICE IN ISABELLA, GO 16.6 MI (26.7 KM) NORTHWEST ON TRUNK
 DM5528'HIGHWAY 1.
 DM5528' 
 DM5528'THE MARK IS FOUND IN BRIDGE RAILING IN SOUTHEAST CORNER OF TRUNK
 DM5528'HIGHWAY 1 BRIDGE NUMBER 38017 OVER STONY RIVER, 19 FT (5.8 M)
 DM5528'NORTHEAST OF TRUNK HIGHWAY 1, 10.7 FT (3.3 M) NORTHWEST OF END OF
 DM5528'BRIDGE.
 DM5528
 DM5528                          STATION RECOVERY (2009)
 DM5528
 DM5528'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM5528'THE MARK IS 21.0 MI (33.8 KM) SOUTH OF ELY, IN BRIDGE RAILING IN
 DM5528'SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE NUMBER 38017 OVER STONY
 DM5528'RIVER.
 DM5528' 
 DM5528'22.3 MI SOUTHERLY ALONG TRUNK HIGHWAY 1 FROM THE JUCNTION OF TRUNK
 DM5528'HIGHWAY 1 AND TRUNK HIGHWAY 169 IN ELY AT TRUNK HIGHWAY 1 MILE POINT
 DM5528'308.4.
 DM5528' 
 DM5528'IT IS 19 FT (5.8 M) NORTHEAST OF TRUNK HIGHWAY 1, 10.7 FT (3.3 M)
 DM5528'NORTHWEST OF END OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5527 ***********************************************************************
 DM5527  DESIGNATION -  3802 L
 DM5527  PID         -  DM5527
 DM5527  STATE/COUNTY-  MN/LAKE
 DM5527  COUNTRY     -  US
 DM5527  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM5527
 DM5527                         *CURRENT SURVEY CONTROL
 DM5527  ______________________________________________________________________
 DM5527* NAD 83(1986) POSITION- 47 42 12.36   (N) 091 38 21.32   (W)   HD_HELD1  
 DM5527* NAVD 88 ORTHO HEIGHT -   512.124  (meters)    1680.19  (feet) ADJUSTED  
 DM5527  ______________________________________________________________________
 DM5527  GEOID HEIGHT    -        -29.53  (meters)                     GEOID09
 DM5527  DYNAMIC HEIGHT  -        512.201 (meters)     1680.45  (feet) COMP
 DM5527  MODELED GRAVITY -    980,745.3   (mgal)                       NAVD 88
 DM5527
 DM5527  VERT ORDER      -  SECOND    CLASS I
 DM5527
 DM5527.The horizontal coordinates were established by differentially corrected
 DM5527.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5527.
 DM5527.The orthometric height was determined by differential leveling and
 DM5527.adjusted in June 2011.
 DM5527
 DM5527.The dynamic height is computed by dividing the NAVD 88
 DM5527.geopotential number by the normal gravity value computed on the
 DM5527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5527.degrees latitude (g = 980.6199 gals.).
 DM5527
 DM5527.The modeled gravity was interpolated from observed gravity values.
 DM5527
 DM5527;                    North         East    Units  Estimated Accuracy
 DM5527;SPC MN N     -   234,825.1     909,615.0     MT  (+/- 3 meters HH1 GPS) 
 DM5527
 DM5527                          SUPERSEDED SURVEY CONTROL
 DM5527
 DM5527.No superseded survey control is available for this station.
 DM5527
 DM5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0208484235(NAD 83)
 DM5527
 DM5527_MARKER: DD = SURVEY DISK
 DM5527_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5527_STAMPING: 3802 L 2007
 DM5527_MARK LOGO: MNDT  
 DM5527_PROJECTION: RECESSED 3 CENTIMETERS
 DM5527_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5527+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM5527_ROD/PIPE-DEPTH:  4.6 meters
 DM5527
 DM5527  HISTORY     - Date     Condition        Report By
 DM5527  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5527  HISTORY     - 20090909 GOOD             MNDT
 DM5527
 DM5527                          STATION DESCRIPTION
 DM5527
 DM5527'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5527'THE MARK IS LOCATED ABOUT 17.4 MI (28.0 KM) SOUTHEAST OF ELY, 14.5 MI
 DM5527'(23.3 KM) WEST-NORTHWEST OF ISABELLA AND 14.2 MI (22.8 KM) EAST OF
 DM5527'BABBITT.
 DM5527' 
 DM5527'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5527'HIGHWAY 169 IN ELY, GO 21.2 MI (34.1 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5527'1 TO MILE POINT 307.2.
 DM5527' 
 DM5527'THE MARK IS FOUND 67.1 FT (20.5 M) NORTHEAST OF TRUNK HIGHWAY 1, 21.6
 DM5527'FT (6.6 M) NORTHWEST OF DRIVEWAY NUMBER 10768, 1.5 FT (0.5 M)
 DM5527'SOUTHEAST OF ITS WITNESS POST.
 DM5527
 DM5527                          STATION RECOVERY (2009)
 DM5527
 DM5527'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM5527'THE MARK IS 20.0 MI (32.2 KM) SOUTHEAST OF ELY.
 DM5527' 
 DM5527'21.2 MI SOUTHERLY ALONG TRUNK HIGHWAY 1 FROM JUCNTION OF TRUNK HIGHWAY
 DM5527'1 AND TRUNK HIGHWAY 169 IN ELY AT TRUNK HIGHWAY 1 MILE POINT 307.30.
 DM5527' 
 DM5527'IT IS 67.1 FT (20.5 M) NORTHEAST OF TRUNK HIGHWAY 1, 21.6 FT (6.6 M)
 DM5527'NORTHWEST OF DRIVEWAY NUMBER 10768, 1.5 FT (0.5 M) SOUTHEAST OF A
 DM5527'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5526 ***********************************************************************
 DM5526  DESIGNATION -  3802 M
 DM5526  PID         -  DM5526
 DM5526  STATE/COUNTY-  MN/LAKE
 DM5526  COUNTRY     -  US
 DM5526  USGS QUAD   -  SLATE LAKE WEST (1984)
 DM5526
 DM5526                         *CURRENT SURVEY CONTROL
 DM5526  ______________________________________________________________________
 DM5526* NAD 83(1986) POSITION- 47 43 32.0    (N) 091 38 36.9    (W)   HD_HELD2  
 DM5526* NAVD 88 ORTHO HEIGHT -   495.927  (meters)    1627.05  (feet) ADJUSTED  
 DM5526  ______________________________________________________________________
 DM5526  GEOID HEIGHT    -        -29.68  (meters)                     GEOID09
 DM5526  DYNAMIC HEIGHT  -        495.999 (meters)     1627.29  (feet) COMP
 DM5526  MODELED GRAVITY -    980,740.7   (mgal)                       NAVD 88
 DM5526
 DM5526  VERT ORDER      -  SECOND    CLASS I
 DM5526
 DM5526.The horizontal coordinates were established by autonomous hand held GPS
 DM5526.observations and have an estimated accuracy of +/- 10 meters.
 DM5526.
 DM5526.The orthometric height was determined by differential leveling and
 DM5526.adjusted in June 2011.
 DM5526
 DM5526.The dynamic height is computed by dividing the NAVD 88
 DM5526.geopotential number by the normal gravity value computed on the
 DM5526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5526.degrees latitude (g = 980.6199 gals.).
 DM5526
 DM5526.The modeled gravity was interpolated from observed gravity values.
 DM5526
 DM5526;                    North         East    Units  Estimated Accuracy
 DM5526;SPC MN N     -   237,278.      909,244.      MT  (+/- 10 meters HH2 GPS)
 DM5526
 DM5526                          SUPERSEDED SURVEY CONTROL
 DM5526
 DM5526.No superseded survey control is available for this station.
 DM5526
 DM5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0171786688(NAD 83)
 DM5526
 DM5526_MARKER: DD = SURVEY DISK
 DM5526_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5526_SP_SET: ROCK
 DM5526_STAMPING: 3802 M 2007
 DM5526_MARK LOGO: MNDT  
 DM5526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5526+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM5526
 DM5526  HISTORY     - Date     Condition        Report By
 DM5526  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5526  HISTORY     - 20090909 GOOD             MNDT
 DM5526
 DM5526                          STATION DESCRIPTION
 DM5526
 DM5526'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5526'THE MARK IS LOCATED ABOUT 16.1 MI (25.9 KM) SOUTHEAST OF ELY, 15.4 MI
 DM5526'(24.8 KM) WEST-NORTHWEST OF ISABELLA AND 14.1 MI (22.7 KM) EAST OF
 DM5526'BABBITT.
 DM5526' 
 DM5526'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5526'HIGHWAY 169 IN ELY, GO 19.5 MI (31.4 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5526'1 TO MILE POINT 305.5.
 DM5526' 
 DM5526'THE MARK IS FOUND 91 FT (27.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY 1,
 DM5526'6.3 FT (1.9 M) EAST-NORTHEAST OF ITS WITNESS POST.
 DM5526
 DM5526                          STATION RECOVERY (2009)
 DM5526
 DM5526'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM5526'THE MARK IS 18.0 MI (29.0 KM) SOUTHEAST OF ELY.
 DM5526' 
 DM5526'19.5 MI SOUTHERLY ALONG TRUNK HIGHWAY 1 FROM JUCNTION OF TRUNK HIGHWAY
 DM5526'1 AND TRUNK HIGHWAY 169 IN ELY TO TRUNK HIGHWAY 1 MILE POINT 305.5.
 DM5526' 
 DM5526'IT IS 91 FT (27.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY 1, 6.3 FT (1.9 M)
 DM5526'EAST-NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5515 ***********************************************************************
 DM5515  DESIGNATION -  3802 M 1
 DM5515  PID         -  DM5515
 DM5515  STATE/COUNTY-  MN/LAKE
 DM5515  COUNTRY     -  US
 DM5515  USGS QUAD   -  ISABELLA LAKE (1986)
 DM5515
 DM5515                         *CURRENT SURVEY CONTROL
 DM5515  ______________________________________________________________________
 DM5515* NAD 83(1986) POSITION- 47 47 00.2    (N) 091 19 36.7    (W)   HD_HELD2  
 DM5515* NAVD 88 ORTHO HEIGHT -   476.096  (meters)    1561.99  (feet) ADJUSTED  
 DM5515  ______________________________________________________________________
 DM5515  GEOID HEIGHT    -        -29.59  (meters)                     GEOID09
 DM5515  DYNAMIC HEIGHT  -        476.173 (meters)     1562.24  (feet) COMP
 DM5515  MODELED GRAVITY -    980,757.2   (mgal)                       NAVD 88
 DM5515
 DM5515  VERT ORDER      -  SECOND    CLASS I
 DM5515
 DM5515.The horizontal coordinates were established by autonomous hand held GPS
 DM5515.observations and have an estimated accuracy of +/- 10 meters.
 DM5515.
 DM5515.The orthometric height was determined by differential leveling and
 DM5515.adjusted in June 2011.
 DM5515
 DM5515.No vertical observational check was made to the station.
 DM5515
 DM5515.The dynamic height is computed by dividing the NAVD 88
 DM5515.geopotential number by the normal gravity value computed on the
 DM5515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5515.degrees latitude (g = 980.6199 gals.).
 DM5515
 DM5515.The modeled gravity was interpolated from observed gravity values.
 DM5515
 DM5515;                    North         East    Units  Estimated Accuracy
 DM5515;SPC MN N     -   244,202.      932,850.      MT  (+/- 10 meters HH2 GPS)
 DM5515
 DM5515                          SUPERSEDED SURVEY CONTROL
 DM5515
 DM5515.No superseded survey control is available for this station.
 DM5515
 DM5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2532893580(NAD 83)
 DM5515
 DM5515_MARKER: DD = SURVEY DISK
 DM5515_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5515_SP_SET: ROCK
 DM5515_STAMPING: 3802 M 1 2007
 DM5515_MARK LOGO: MNDT  
 DM5515_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5515+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5515
 DM5515  HISTORY     - Date     Condition        Report By
 DM5515  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5515
 DM5515                          STATION DESCRIPTION
 DM5515
 DM5515'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5515'THE MARK IS LOCATED ABOUT 26.0 MI (41.8 KM) SOUTHEAST OF ELY, 20.9 MI
 DM5515'(33.6 KM) NORTH-NORTHWEST OF CRAMER, 13.8 MI (22.2 KM) NORTHWEST OF
 DM5515'CLEAR LAKE AND 11.6 MI (18.7 KM) NORTH OF ISABELLA MINNESOTA.
 DM5515' 
 DM5515'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5515'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5515'1 TO MILE POINT 304.9, THENCE 16.45 MI (26.5 KM) EAST ON FOREST ROAD
 DM5515'377 (TOMAHAWK ROAD).
 DM5515' 
 DM5515'THE MARK IS FOUND 31.0 FT (9.4 M) SOUTHEAST OF FOREST ROAD 377, 97.22
 DM5515'FT (29.6 M) NORTHEAST OF A GRAVEL ROAD SOUTHEAST AND 4.9 FT (1.5 M)
 DM5515'SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5508 ***********************************************************************
 DM5508  DESIGNATION -  3802 M 10
 DM5508  PID         -  DM5508
 DM5508  STATE/COUNTY-  MN/LAKE
 DM5508  COUNTRY     -  US
 DM5508  USGS QUAD   -  MITAWAN LAKE (1984)
 DM5508
 DM5508                         *CURRENT SURVEY CONTROL
 DM5508  ______________________________________________________________________
 DM5508* NAD 83(1986) POSITION- 47 43 54.3    (N) 091 23 15.1    (W)   HD_HELD2  
 DM5508* NAVD 88 ORTHO HEIGHT -   502.708  (meters)    1649.30  (feet) ADJUSTED  
 DM5508  ______________________________________________________________________
 DM5508  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 DM5508  DYNAMIC HEIGHT  -        502.787 (meters)     1649.56  (feet) COMP
 DM5508  MODELED GRAVITY -    980,753.3   (mgal)                       NAVD 88
 DM5508
 DM5508  VERT ORDER      -  SECOND    CLASS I
 DM5508
 DM5508.The horizontal coordinates were established by autonomous hand held GPS
 DM5508.observations and have an estimated accuracy of +/- 10 meters.
 DM5508.
 DM5508.The orthometric height was determined by differential leveling and
 DM5508.adjusted in June 2011.
 DM5508
 DM5508.The dynamic height is computed by dividing the NAVD 88
 DM5508.geopotential number by the normal gravity value computed on the
 DM5508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5508.degrees latitude (g = 980.6199 gals.).
 DM5508
 DM5508.The modeled gravity was interpolated from observed gravity values.
 DM5508
 DM5508;                    North         East    Units  Estimated Accuracy
 DM5508;SPC MN N     -   238,360.      928,432.      MT  (+/- 10 meters HH2 GPS)
 DM5508
 DM5508                          SUPERSEDED SURVEY CONTROL
 DM5508
 DM5508.No superseded survey control is available for this station.
 DM5508
 DM5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2090387745(NAD 83)
 DM5508
 DM5508_MARKER: DD = SURVEY DISK
 DM5508_SETTING: 80 = SET IN A BOULDER
 DM5508_STAMPING: 3802 M 10
 DM5508_MARK LOGO: MNDT  
 DM5508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5508+STABILITY: SURFACE MOTION
 DM5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5508+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5508
 DM5508  HISTORY     - Date     Condition        Report By
 DM5508  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5508
 DM5508                          STATION DESCRIPTION
 DM5508
 DM5508'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5508'THE MARK IS LOCATED ABOUT 19.8 MI (31.9 KM) NORTHWEST OF CRAMER, 14.0
 DM5508'MI (22.5 KM) WEST-NORTHWEST OF CLEAR LAKE AND 8.1 MI (13.0 KM) NORTH
 DM5508'OF ISABELLA MINNESOTA.
 DM5508' 
 DM5508'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5508'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5508'EAST ALONG FOREST ROAD 172, THENCE 5.75 MI (9.3 KM) NORTH OF FOREST
 DM5508'ROAD 369, THENCE 3.85 MI (6.2 KM) NORTH ON FOREST ROAD 373.
 DM5508' 
 DM5508'THE MARK IS FOUND 28.2 FT (8.6 M) SOUTHWEST OF FOREST ROAD 373, 1.6 MI
 DM5508'(2.6 KM) SOUTH OF FOREST ROAD 377 AND 4.9 FT (1.5 M) NORTHEAST OF ITS
 DM5508'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5507 ***********************************************************************
 DM5507  DESIGNATION -  3802 M 11
 DM5507  PID         -  DM5507
 DM5507  STATE/COUNTY-  MN/LAKE
 DM5507  COUNTRY     -  US
 DM5507  USGS QUAD   -  SAWBILL LANDING (1984)
 DM5507
 DM5507                         *CURRENT SURVEY CONTROL
 DM5507  ______________________________________________________________________
 DM5507* NAD 83(1986) POSITION- 47 42 38.9    (N) 091 21 59.8    (W)   HD_HELD2  
 DM5507* NAVD 88 ORTHO HEIGHT -   510.563  (meters)    1675.07  (feet) ADJUSTED  
 DM5507  ______________________________________________________________________
 DM5507  GEOID HEIGHT    -        -29.25  (meters)                     GEOID09
 DM5507  DYNAMIC HEIGHT  -        510.642 (meters)     1675.33  (feet) COMP
 DM5507  MODELED GRAVITY -    980,750.6   (mgal)                       NAVD 88
 DM5507
 DM5507  VERT ORDER      -  SECOND    CLASS I
 DM5507
 DM5507.The horizontal coordinates were established by autonomous hand held GPS
 DM5507.observations and have an estimated accuracy of +/- 10 meters.
 DM5507.
 DM5507.The orthometric height was determined by differential leveling and
 DM5507.adjusted in June 2011.
 DM5507
 DM5507.The dynamic height is computed by dividing the NAVD 88
 DM5507.geopotential number by the normal gravity value computed on the
 DM5507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5507.degrees latitude (g = 980.6199 gals.).
 DM5507
 DM5507.The modeled gravity was interpolated from observed gravity values.
 DM5507
 DM5507;                    North         East    Units  Estimated Accuracy
 DM5507;SPC MN N     -   236,067.      930,053.      MT  (+/- 10 meters HH2 GPS)
 DM5507
 DM5507                          SUPERSEDED SURVEY CONTROL
 DM5507
 DM5507.No superseded survey control is available for this station.
 DM5507
 DM5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2252185450(NAD 83)
 DM5507
 DM5507_MARKER: DD = SURVEY DISK
 DM5507_SETTING: 80 = SET IN A BOULDER
 DM5507_STAMPING: 3802 M 11 2007
 DM5507_MARK LOGO: MNDT  
 DM5507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5507+STABILITY: SURFACE MOTION
 DM5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5507+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5507
 DM5507  HISTORY     - Date     Condition        Report By
 DM5507  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5507
 DM5507                          STATION DESCRIPTION
 DM5507
 DM5507'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5507'THE MARK IS LOCATED ABOUT 18.1 MI (29.1 KM) NORTHWEST OF CRAMER, 12.5
 DM5507'MI (20.1 KM) WEST-NORTHWEST OF CLEAR LAKE AND 6.5 MI (10.5 KM) NORTH
 DM5507'OF ISABELLA MINNESOTA.
 DM5507' 
 DM5507'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5507'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5507'EAST ALONG FOREST ROAD 172, THENCE 5.75 MI (9.3 KM) NORTH OF FOREST
 DM5507'ROAD 369, THENCE 2.05 MI (3.3 KM) NORTH ON FOREST ROAD 373.
 DM5507' 
 DM5507'THE MARK IS FOUND 27.5 FT (8.4 M) NORTHEAST OF FOREST ROAD 373 AND 9.3
 DM5507'FT (2.8 M) NORTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5504 ***********************************************************************
 DM5504  DESIGNATION -  3802 M 12
 DM5504  PID         -  DM5504
 DM5504  STATE/COUNTY-  MN/LAKE
 DM5504  COUNTRY     -  US
 DM5504  USGS QUAD   -  SAWBILL LANDING (1984)
 DM5504
 DM5504                         *CURRENT SURVEY CONTROL
 DM5504  ______________________________________________________________________
 DM5504* NAD 83(1986) POSITION- 47 39 17.1    (N) 091 19 47.8    (W)   HD_HELD2  
 DM5504* NAVD 88 ORTHO HEIGHT -   544.639  (meters)    1786.87  (feet) ADJUSTED  
 DM5504  ______________________________________________________________________
 DM5504  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 DM5504  DYNAMIC HEIGHT  -        544.721 (meters)     1787.14  (feet) COMP
 DM5504  MODELED GRAVITY -    980,743.9   (mgal)                       NAVD 88
 DM5504
 DM5504  VERT ORDER      -  SECOND    CLASS I
 DM5504
 DM5504.The horizontal coordinates were established by autonomous hand held GPS
 DM5504.observations and have an estimated accuracy of +/- 10 meters.
 DM5504.
 DM5504.The orthometric height was determined by differential leveling and
 DM5504.adjusted in June 2011.
 DM5504
 DM5504.The dynamic height is computed by dividing the NAVD 88
 DM5504.geopotential number by the normal gravity value computed on the
 DM5504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5504.degrees latitude (g = 980.6199 gals.).
 DM5504
 DM5504.The modeled gravity was interpolated from observed gravity values.
 DM5504
 DM5504;                    North         East    Units  Estimated Accuracy
 DM5504;SPC MN N     -   229,899.      932,946.      MT  (+/- 10 meters HH2 GPS)
 DM5504
 DM5504                          SUPERSEDED SURVEY CONTROL
 DM5504
 DM5504.No superseded survey control is available for this station.
 DM5504
 DM5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2540579279(NAD 83)
 DM5504
 DM5504_MARKER: DD = SURVEY DISK
 DM5504_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM5504+WITH SETTING: INFORMATION.
 DM5504_STAMPING: 3802 M 12 2007
 DM5504_MARK LOGO: MNDT  
 DM5504_PROJECTION: FLUSH
 DM5504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5504+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5504_ROD/PIPE-DEPTH:  1.2 meters
 DM5504
 DM5504  HISTORY     - Date     Condition        Report By
 DM5504  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5504
 DM5504                          STATION DESCRIPTION
 DM5504
 DM5504'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5504'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) NORTHWEST OF CRAMER, 9.9
 DM5504'MI (15.9 KM) WEST OF CLEAR LAKE AND 2.8 MI (4.5 KM) NORTH-NORTHEAST OF
 DM5504'ISABELLA MINNESOTA.
 DM5504' 
 DM5504'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5504'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5504'EAST ALONG FOREST ROAD 172, THENCE 2.65 MI (4.3 KM) NORTH OF FOREST
 DM5504'ROAD 369.
 DM5504' 
 DM5504'THE MARK IS FOUND 32.6 FT (9.9 M) WEST OF FOREST ROAD 369, 2.9 FT (0.9
 DM5504'M) SOUTH OF DIM TRAIL WEST AND 6.5 FT (2.0 M) NORTHEAST OF ITS WITNESS
 DM5504'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5503 ***********************************************************************
 DM5503  DESIGNATION -  3802 M 13
 DM5503  PID         -  DM5503
 DM5503  STATE/COUNTY-  MN/LAKE
 DM5503  COUNTRY     -  US
 DM5503  USGS QUAD   -  SAWBILL LANDING (1984)
 DM5503
 DM5503                         *CURRENT SURVEY CONTROL
 DM5503  ______________________________________________________________________
 DM5503* NAD 83(1986) POSITION- 47 37 52.3    (N) 091 20 08.0    (W)   HD_HELD2  
 DM5503* NAVD 88 ORTHO HEIGHT -   602.152  (meters)    1975.56  (feet) ADJUSTED  
 DM5503  ______________________________________________________________________
 DM5503  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 DM5503  DYNAMIC HEIGHT  -        602.242 (meters)     1975.86  (feet) COMP
 DM5503  MODELED GRAVITY -    980,740.6   (mgal)                       NAVD 88
 DM5503
 DM5503  VERT ORDER      -  SECOND    CLASS I
 DM5503
 DM5503.The horizontal coordinates were established by autonomous hand held GPS
 DM5503.observations and have an estimated accuracy of +/- 10 meters.
 DM5503.
 DM5503.The orthometric height was determined by differential leveling and
 DM5503.adjusted in June 2011.
 DM5503
 DM5503.The dynamic height is computed by dividing the NAVD 88
 DM5503.geopotential number by the normal gravity value computed on the
 DM5503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5503.degrees latitude (g = 980.6199 gals.).
 DM5503
 DM5503.The modeled gravity was interpolated from observed gravity values.
 DM5503
 DM5503;                    North         East    Units  Estimated Accuracy
 DM5503;SPC MN N     -   227,272.      932,584.      MT  (+/- 10 meters HH2 GPS)
 DM5503
 DM5503                          SUPERSEDED SURVEY CONTROL
 DM5503
 DM5503.No superseded survey control is available for this station.
 DM5503
 DM5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2504076652(NAD 83)
 DM5503
 DM5503_MARKER: DD = SURVEY DISK
 DM5503_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5503_STAMPING: 3802 M 13 2007
 DM5503_MARK LOGO: MNDT  
 DM5503_PROJECTION: PROJECTING 3 CENTIMETERS
 DM5503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5503+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5503_ROD/PIPE-DEPTH:  4.6 meters
 DM5503
 DM5503  HISTORY     - Date     Condition        Report By
 DM5503  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5503
 DM5503                          STATION DESCRIPTION
 DM5503
 DM5503'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5503'THE MARK IS LOCATED ABOUT 13.5 MI (21.7 KM) WEST-NORTHWEST OF CRAMER,
 DM5503'10.1 MI (16.3 KM) WEST OF CLEAR LAKE AND 1.3 MI (2.1 KM) NORTHEAST OF
 DM5503'ISABELLA MINNESOTA.
 DM5503' 
 DM5503'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5503'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5503'EAST ALONG FOREST ROAD 172, THENCE 0.85 MI (1.4 KM) NORTH OF FOREST
 DM5503'ROAD 369 (SAWBILL LANDING ROAD).
 DM5503' 
 DM5503'THE MARK IS FOUND 24.8 FT (7.6 M) EAST OF FOREST ROAD 369 AND 1.5 FT
 DM5503'(0.5 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5478 ***********************************************************************
 DM5478  DESIGNATION -  3802 M 14
 DM5478  PID         -  DM5478
 DM5478  STATE/COUNTY-  MN/LAKE
 DM5478  COUNTRY     -  US
 DM5478  USGS QUAD   -  ISABELLA (1985)
 DM5478
 DM5478                         *CURRENT SURVEY CONTROL
 DM5478  ______________________________________________________________________
 DM5478* NAD 83(1986) POSITION- 47 37 04.9    (N) 091 20 10.4    (W)   HD_HELD2  
 DM5478* NAVD 88 ORTHO HEIGHT -   589.329  (meters)    1933.49  (feet) ADJUSTED  
 DM5478  ______________________________________________________________________
 DM5478  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 DM5478  DYNAMIC HEIGHT  -        589.416 (meters)     1933.78  (feet) COMP
 DM5478  MODELED GRAVITY -    980,739.4   (mgal)                       NAVD 88
 DM5478
 DM5478  VERT ORDER      -  SECOND    CLASS I
 DM5478
 DM5478.The horizontal coordinates were established by autonomous hand held GPS
 DM5478.observations and have an estimated accuracy of +/- 10 meters.
 DM5478.
 DM5478.The orthometric height was determined by differential leveling and
 DM5478.adjusted in June 2011.
 DM5478
 DM5478.The dynamic height is computed by dividing the NAVD 88
 DM5478.geopotential number by the normal gravity value computed on the
 DM5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5478.degrees latitude (g = 980.6199 gals.).
 DM5478
 DM5478.The modeled gravity was interpolated from observed gravity values.
 DM5478
 DM5478;                    North         East    Units  Estimated Accuracy
 DM5478;SPC MN N     -   225,807.      932,568.      MT  (+/- 10 meters HH2 GPS)
 DM5478
 DM5478                          SUPERSEDED SURVEY CONTROL
 DM5478
 DM5478.No superseded survey control is available for this station.
 DM5478
 DM5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2502275188(NAD 83)
 DM5478
 DM5478_MARKER: DD = SURVEY DISK
 DM5478_SETTING: 80 = SET IN A BOULDER
 DM5478_STAMPING: 3802 M 14 2007
 DM5478_MARK LOGO: MNDT  
 DM5478_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5478+STABILITY: SURFACE MOTION
 DM5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5478+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5478
 DM5478  HISTORY     - Date     Condition        Report By
 DM5478  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5478
 DM5478                          STATION DESCRIPTION
 DM5478
 DM5478'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5478'THE MARK IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST-NORTHWEST OF CRAMER,
 DM5478'10.2 MI (16.4 KM) WEST OF CLEAR LAKE AND 0.9 MI (1.4 KM) EAST OF
 DM5478'ISABELLA MINNESOTA.
 DM5478' 
 DM5478'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5478'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5478'EAST ALONG FOREST ROAD 172.
 DM5478' 
 DM5478'THE MARK IS FOUND 39.4 FT (12.0 M) NORTH OF FOREST ROAD 172, 36.8 FT
 DM5478'(11.2 M) EAST OF FOREST ROAD 369 (SAWBILL LANDING ROAD) AND 1.7 FT
 DM5478'(0.5 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5514 ***********************************************************************
 DM5514  DESIGNATION -  3802 M 2
 DM5514  PID         -  DM5514
 DM5514  STATE/COUNTY-  MN/LAKE
 DM5514  COUNTRY     -  US
 DM5514  USGS QUAD   -  ISABELLA LAKE (1986)
 DM5514
 DM5514                         *CURRENT SURVEY CONTROL
 DM5514  ______________________________________________________________________
 DM5514* NAD 83(1986) POSITION- 47 46 48.6    (N) 091 19 42.4    (W)   HD_HELD2  
 DM5514* NAVD 88 ORTHO HEIGHT -   477.670  (meters)    1567.16  (feet) ADJUSTED  
 DM5514  ______________________________________________________________________
 DM5514  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 DM5514  DYNAMIC HEIGHT  -        477.746 (meters)     1567.41  (feet) COMP
 DM5514  MODELED GRAVITY -    980,757.0   (mgal)                       NAVD 88
 DM5514
 DM5514  VERT ORDER      -  SECOND    CLASS I
 DM5514
 DM5514.The horizontal coordinates were established by autonomous hand held GPS
 DM5514.observations and have an estimated accuracy of +/- 10 meters.
 DM5514.
 DM5514.The orthometric height was determined by differential leveling and
 DM5514.adjusted in June 2011.
 DM5514
 DM5514.No vertical observational check was made to the station.
 DM5514
 DM5514.The dynamic height is computed by dividing the NAVD 88
 DM5514.geopotential number by the normal gravity value computed on the
 DM5514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5514.degrees latitude (g = 980.6199 gals.).
 DM5514
 DM5514.The modeled gravity was interpolated from observed gravity values.
 DM5514
 DM5514;                    North         East    Units  Estimated Accuracy
 DM5514;SPC MN N     -   243,841.      932,739.      MT  (+/- 10 meters HH2 GPS)
 DM5514
 DM5514                          SUPERSEDED SURVEY CONTROL
 DM5514
 DM5514.No superseded survey control is available for this station.
 DM5514
 DM5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2521793220(NAD 83)
 DM5514
 DM5514_MARKER: DD = SURVEY DISK
 DM5514_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5514_SP_SET: ROCK
 DM5514_STAMPING: 3802 M 2 2007
 DM5514_MARK LOGO: MNDT  
 DM5514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5514+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5514
 DM5514  HISTORY     - Date     Condition        Report By
 DM5514  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5514
 DM5514                          STATION DESCRIPTION
 DM5514
 DM5514'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5514'THE MARK IS LOCATED ABOUT 25.0 MI (40.2 KM) SOUTHEAST OF ELY, 20.7 MI
 DM5514'(33.3 KM) NORTH-NORTHWEST OF CRAMER, 13.7 MI (22.0 KM) NORTHWEST OF
 DM5514'CLEAR LAKE AND 11.3 MI (18.2 KM) NORTH OF ISABELLA MINNESOTA.
 DM5514' 
 DM5514'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5514'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5514'1 TO MILE POINT 304.9, THENCE 16.2 MI (26.1 KM) EAST ON FOREST ROAD
 DM5514'377 (TOMAHAWK ROAD).
 DM5514' 
 DM5514'THE MARK IS FOUND 33.05 FT (10.1 M) NORTHWEST OF FOREST ROAD 377 AND
 DM5514'8.8 FT (2.7 M) NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5513 ***********************************************************************
 DM5513  DESIGNATION -  3802 M 3
 DM5513  PID         -  DM5513
 DM5513  STATE/COUNTY-  MN/LAKE
 DM5513  COUNTRY     -  US
 DM5513  USGS QUAD   -  ISABELLA LAKE (1986)
 DM5513
 DM5513                         *CURRENT SURVEY CONTROL
 DM5513  ______________________________________________________________________
 DM5513* NAD 83(1986) POSITION- 47 46 12.7    (N) 091 21 23.1    (W)   HD_HELD2  
 DM5513* NAVD 88 ORTHO HEIGHT -   487.364  (meters)    1598.96  (feet) ADJUSTED  
 DM5513  ______________________________________________________________________
 DM5513  GEOID HEIGHT    -        -29.55  (meters)                     GEOID09
 DM5513  DYNAMIC HEIGHT  -        487.442 (meters)     1599.22  (feet) COMP
 DM5513  MODELED GRAVITY -    980,755.7   (mgal)                       NAVD 88
 DM5513
 DM5513  VERT ORDER      -  SECOND    CLASS I
 DM5513
 DM5513.The horizontal coordinates were established by autonomous hand held GPS
 DM5513.observations and have an estimated accuracy of +/- 10 meters.
 DM5513.
 DM5513.The orthometric height was determined by differential leveling and
 DM5513.adjusted in June 2011.
 DM5513
 DM5513.No vertical observational check was made to the station.
 DM5513
 DM5513.The dynamic height is computed by dividing the NAVD 88
 DM5513.geopotential number by the normal gravity value computed on the
 DM5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5513.degrees latitude (g = 980.6199 gals.).
 DM5513
 DM5513.The modeled gravity was interpolated from observed gravity values.
 DM5513
 DM5513;                    North         East    Units  Estimated Accuracy
 DM5513;SPC MN N     -   242,685.      930,669.      MT  (+/- 10 meters HH2 GPS)
 DM5513
 DM5513                          SUPERSEDED SURVEY CONTROL
 DM5513
 DM5513.No superseded survey control is available for this station.
 DM5513
 DM5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2314592066(NAD 83)
 DM5513
 DM5513_MARKER: DD = SURVEY DISK
 DM5513_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5513_SP_SET: ROCK
 DM5513_STAMPING: 3802 M 3 2007
 DM5513_MARK LOGO: MNDT  
 DM5513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5513+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5513
 DM5513  HISTORY     - Date     Condition        Report By
 DM5513  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5513
 DM5513                          STATION DESCRIPTION
 DM5513
 DM5513'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5513'THE MARK IS LOCATED ABOUT 24.0 MI (38.6 KM) SOUTHEAST OF ELY, 20.9 MI
 DM5513'(33.6 KM) NORTHWEST OF CRAMER, 14.2 MI (22.8 KM) NORTHWEST OF CLEAR
 DM5513'LAKE AND 10.6 MI (17.1 KM) NORTH OF ISABELLA MINNESOTA.
 DM5513' 
 DM5513'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5513'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5513'1 TO MILE POINT 304.9, THENCE 14.70 MI (23.7 KM) EAST ON FOREST ROAD
 DM5513'377 (TOMAHAWK ROAD).
 DM5513' 
 DM5513'THE MARK IS FOUND 28.3 FT (8.6 M) NORTHEAST OF FOREST ROAD 377 AND 3.0
 DM5513'FT (0.9 M) SOUTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5510 ***********************************************************************
 DM5510  DESIGNATION -  3802 M 4
 DM5510  PID         -  DM5510
 DM5510  STATE/COUNTY-  MN/LAKE
 DM5510  COUNTRY     -  US
 DM5510  USGS QUAD   -  QUADGA LAKE (1986)
 DM5510
 DM5510                         *CURRENT SURVEY CONTROL
 DM5510  ______________________________________________________________________
 DM5510* NAD 83(1986) POSITION- 47 45 26.9    (N) 091 23 14.8    (W)   HD_HELD2  
 DM5510* NAVD 88 ORTHO HEIGHT -   500.141  (meters)    1640.88  (feet) ADJUSTED  
 DM5510  ______________________________________________________________________
 DM5510  GEOID HEIGHT    -        -29.51  (meters)                     GEOID09
 DM5510  DYNAMIC HEIGHT  -        500.222 (meters)     1641.15  (feet) COMP
 DM5510  MODELED GRAVITY -    980,755.7   (mgal)                       NAVD 88
 DM5510
 DM5510  VERT ORDER      -  SECOND    CLASS I
 DM5510
 DM5510.The horizontal coordinates were established by autonomous hand held GPS
 DM5510.observations and have an estimated accuracy of +/- 10 meters.
 DM5510.
 DM5510.The orthometric height was determined by differential leveling and
 DM5510.adjusted in June 2011.
 DM5510
 DM5510.No vertical observational check was made to the station.
 DM5510
 DM5510.The dynamic height is computed by dividing the NAVD 88
 DM5510.geopotential number by the normal gravity value computed on the
 DM5510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5510.degrees latitude (g = 980.6199 gals.).
 DM5510
 DM5510.The modeled gravity was interpolated from observed gravity values.
 DM5510
 DM5510;                    North         East    Units  Estimated Accuracy
 DM5510;SPC MN N     -   241,219.      928,375.      MT  (+/- 10 meters HH2 GPS)
 DM5510
 DM5510                          SUPERSEDED SURVEY CONTROL
 DM5510
 DM5510.No superseded survey control is available for this station.
 DM5510
 DM5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2085090603(NAD 83)
 DM5510
 DM5510_MARKER: DD = SURVEY DISK
 DM5510_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5510_SP_SET: ROCK
 DM5510_STAMPING: 3802 M 4 2007
 DM5510_MARK LOGO: MNDT  
 DM5510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5510+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5510
 DM5510  HISTORY     - Date     Condition        Report By
 DM5510  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5510
 DM5510                          STATION DESCRIPTION
 DM5510
 DM5510'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5510'THE MARK IS LOCATED ABOUT 24.0 MI (38.6 KM) SOUTHEAST OF ELY, 21.1 MI
 DM5510'(33.9 KM) NORTHWEST OF CRAMER, 14.9 MI (24.0 KM) WEST-NORTHWEST OF
 DM5510'CLEAR LAKE AND 9.8 MI (15.8 KM) NORTH OF ISABELLA MINNESOTA.
 DM5510' 
 DM5510'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5510'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DM5510'1 TO TRUNK HIGHWAY 1 MILE POINT 304.90, THENCE 12.6 MI (20.3 KM) EAST
 DM5510'ON FOREST ROAD 377 (TOMAHAWK ROAD) TO THE JUNCTION OF FOREST ROADS
 DM5510'371, 381 AND 377, THENCE 0.32 MI (0.5 KM) NORTHEAST ALONG FOREST ROAD
 DM5510'377 TO THE MARK ON THE RIGHT ALTERNATELY 0.44 MI (0.7 KM) SOUTHWEST OF
 DM5510'TRAIL NUMBER 377 V OR TRAIL NUMBER 3921.
 DM5510' 
 DM5510'THE MARK IS FOUND 19.9 FT (6.1 M) SOUTHEAST OF FOREST ROAD 377, 7.6 FT
 DM5510'(2.3 M) WEST OF STATION TT 9 FJH AND 1.4 FT (0.4 M) NORTHWEST OF ITS
 DM5510'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5509 ***********************************************************************
 DM5509  DESIGNATION -  3802 M 5
 DM5509  PID         -  DM5509
 DM5509  STATE/COUNTY-  MN/LAKE
 DM5509  COUNTRY     -  US
 DM5509  USGS QUAD   -  QUADGA LAKE (1986)
 DM5509
 DM5509                         *CURRENT SURVEY CONTROL
 DM5509  ______________________________________________________________________
 DM5509* NAD 83(1986) POSITION- 47 45 13.8    (N) 091 23 28.9    (W)   HD_HELD2  
 DM5509* NAVD 88 ORTHO HEIGHT -   478.564  (meters)    1570.09  (feet) ADJUSTED  
 DM5509  ______________________________________________________________________
 DM5509  GEOID HEIGHT    -        -29.49  (meters)                     GEOID09
 DM5509  DYNAMIC HEIGHT  -        478.640 (meters)     1570.34  (feet) COMP
 DM5509  MODELED GRAVITY -    980,755.9   (mgal)                       NAVD 88
 DM5509
 DM5509  VERT ORDER      -  SECOND    CLASS I
 DM5509
 DM5509.The horizontal coordinates were established by autonomous hand held GPS
 DM5509.observations and have an estimated accuracy of +/- 10 meters.
 DM5509.
 DM5509.The orthometric height was determined by differential leveling and
 DM5509.adjusted in June 2011.
 DM5509
 DM5509.The dynamic height is computed by dividing the NAVD 88
 DM5509.geopotential number by the normal gravity value computed on the
 DM5509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5509.degrees latitude (g = 980.6199 gals.).
 DM5509
 DM5509.The modeled gravity was interpolated from observed gravity values.
 DM5509
 DM5509;                    North         East    Units  Estimated Accuracy
 DM5509;SPC MN N     -   240,808.      928,090.      MT  (+/- 10 meters HH2 GPS)
 DM5509
 DM5509                          SUPERSEDED SURVEY CONTROL
 DM5509
 DM5509.No superseded survey control is available for this station.
 DM5509
 DM5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2056590193(NAD 83)
 DM5509
 DM5509_MARKER: DD = SURVEY DISK
 DM5509_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5509_SP_SET: ROCK
 DM5509_STAMPING: 3802 M 5 2007
 DM5509_MARK LOGO: MNDT  
 DM5509_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5509+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5509
 DM5509  HISTORY     - Date     Condition        Report By
 DM5509  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5509
 DM5509                          STATION DESCRIPTION
 DM5509
 DM5509'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5509'THE MARK IS LOCATED ABOUT 23.5 MI (37.8 KM) SOUTHEAST OF ELY, 21.0 MI
 DM5509'(33.8 KM) NORTHWEST OF CRAMER, 14.9 MI (24.0 KM) WEST-NORTHWEST OF
 DM5509'CLEAR LAKE AND 9.6 MI (15.4 KM) NORTH OF ISABELLA MINNESOTA.
 DM5509' 
 DM5509'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5509'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 DM5509'1 TO TRUNK HIGHWAY 1 MILE POINT 304.90, THENCE 12.6 MI (20.3 KM)
 DM5509'EASTERLY ON FOREST ROAD 377 (TOMAHAWK ROAD).
 DM5509' 
 DM5509'THE MARK IS FOUND 47.8 FT (14.6 M) NORTH OF FOREST ROAD 377, 116.9 FT
 DM5509'(35.6 M) WEST OF THE EXTEND FOREST ROAD 373 AND 1.7 FT (0.5 M)
 DM5509'SOUTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5518 ***********************************************************************
 DM5518  DESIGNATION -  3802 M 6
 DM5518  PID         -  DM5518
 DM5518  STATE/COUNTY-  MN/LAKE
 DM5518  COUNTRY     -  US
 DM5518  USGS QUAD   -  MITAWAN LAKE (1984)
 DM5518
 DM5518                         *CURRENT SURVEY CONTROL
 DM5518  ______________________________________________________________________
 DM5518* NAD 83(1986) POSITION- 47 44 30.6    (N) 091 27 09.8    (W)   HD_HELD2  
 DM5518* NAVD 88 ORTHO HEIGHT -   486.027  (meters)    1594.57  (feet) ADJUSTED  
 DM5518  ______________________________________________________________________
 DM5518  GEOID HEIGHT    -        -29.47  (meters)                     GEOID09
 DM5518  DYNAMIC HEIGHT  -        486.104 (meters)     1594.83  (feet) COMP
 DM5518  MODELED GRAVITY -    980,755.0   (mgal)                       NAVD 88
 DM5518
 DM5518  VERT ORDER      -  SECOND    CLASS I
 DM5518
 DM5518.The horizontal coordinates were established by autonomous hand held GPS
 DM5518.observations and have an estimated accuracy of +/- 10 meters.
 DM5518.
 DM5518.The orthometric height was determined by differential leveling and
 DM5518.adjusted in June 2011.
 DM5518
 DM5518.The dynamic height is computed by dividing the NAVD 88
 DM5518.geopotential number by the normal gravity value computed on the
 DM5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5518.degrees latitude (g = 980.6199 gals.).
 DM5518
 DM5518.The modeled gravity was interpolated from observed gravity values.
 DM5518
 DM5518;                    North         East    Units  Estimated Accuracy
 DM5518;SPC MN N     -   239,375.      923,520.      MT  (+/- 10 meters HH2 GPS)
 DM5518
 DM5518                          SUPERSEDED SURVEY CONTROL
 DM5518
 DM5518.No superseded survey control is available for this station.
 DM5518
 DM5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1599388766(NAD 83)
 DM5518
 DM5518_MARKER: DD = SURVEY DISK
 DM5518_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5518_SP_SET: ROCK
 DM5518_STAMPING: 3802 M 6 2007
 DM5518_MARK LOGO: MNDT  
 DM5518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5518+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5518
 DM5518  HISTORY     - Date     Condition        Report By
 DM5518  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5518
 DM5518                          STATION DESCRIPTION
 DM5518
 DM5518'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5518'THE MARK IS LOCATED ABOUT 22.0 MI (35.4 KM) SOUTHEAST OF ELY, 20.7 MI
 DM5518'(33.3 KM) NORTH-NORTHEAST OF WHYTE, 17.0 MI (27.4 KM) WEST-NORTHWEST
 DM5518'OF CLEAR LAKE AND 9.7 MI (15.6 KM) NORTH-NORTHWEST OF ISABELLA
 DM5518'MINNESOTA.
 DM5518' 
 DM5518'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5518'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5518'1 TO MILE POINT 304.9, THENCE 9.2 MI (14.8 KM) EAST ON FOREST ROAD 377
 DM5518'(TOMAHAWK ROAD) TO FORREST ROUTE 1471, THENCE CONTINUE 0.24 MI (0.4
 DM5518'KM) EAST ON FOREST ROAD 377 (TOMAHAWK ROAD) TO THE MARK ON THE LEFT.
 DM5518' 
 DM5518'THE MARK IS FOUND 22.1 FT (6.7 M) NORTH OF FOREST ROAD 377 AND 1.0 FT
 DM5518'(0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5520 ***********************************************************************
 DM5520  DESIGNATION -  3802 M 7
 DM5520  PID         -  DM5520
 DM5520  STATE/COUNTY-  MN/LAKE
 DM5520  COUNTRY     -  US
 DM5520  USGS QUAD   -  MITAWAN LAKE (1984)
 DM5520
 DM5520                         *CURRENT SURVEY CONTROL
 DM5520  ______________________________________________________________________
 DM5520* NAD 83(1986) POSITION- 47 44 23.8    (N) 091 29 38.4    (W)   HD_HELD2  
 DM5520* NAVD 88 ORTHO HEIGHT -   492.010  (meters)    1614.20  (feet) ADJUSTED  
 DM5520  ______________________________________________________________________
 DM5520  GEOID HEIGHT    -        -29.50  (meters)                     GEOID09
 DM5520  DYNAMIC HEIGHT  -        492.090 (meters)     1614.47  (feet) COMP
 DM5520  MODELED GRAVITY -    980,758.4   (mgal)                       NAVD 88
 DM5520
 DM5520  VERT ORDER      -  SECOND    CLASS I
 DM5520
 DM5520.The horizontal coordinates were established by autonomous hand held GPS
 DM5520.observations and have an estimated accuracy of +/- 10 meters.
 DM5520.
 DM5520.The orthometric height was determined by differential leveling and
 DM5520.adjusted in June 2011.
 DM5520
 DM5520.The dynamic height is computed by dividing the NAVD 88
 DM5520.geopotential number by the normal gravity value computed on the
 DM5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5520.degrees latitude (g = 980.6199 gals.).
 DM5520
 DM5520.The modeled gravity was interpolated from observed gravity values.
 DM5520
 DM5520;                    North         East    Units  Estimated Accuracy
 DM5520;SPC MN N     -   239,100.      920,429.      MT  (+/- 10 meters HH2 GPS)
 DM5520
 DM5520                          SUPERSEDED SURVEY CONTROL
 DM5520
 DM5520.No superseded survey control is available for this station.
 DM5520
 DM5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1290388495(NAD 83)
 DM5520
 DM5520_MARKER: DD = SURVEY DISK
 DM5520_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM5520+WITH SETTING: INFORMATION.
 DM5520_STAMPING: 3802 M 7 2007
 DM5520_MARK LOGO: MNDT  
 DM5520_PROJECTION: RECESSED 8 CENTIMETERS
 DM5520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5520+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5520_ROD/PIPE-DEPTH:  1.5 meters
 DM5520
 DM5520  HISTORY     - Date     Condition        Report By
 DM5520  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5520
 DM5520                          STATION DESCRIPTION
 DM5520
 DM5520'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5520'THE MARK IS LOCATED ABOUT 20.2 MI (32.5 KM) NORTH OF WHYTE, 20.0 MI
 DM5520'(32.2 KM) SOUTHEAST OF ELY, 18.8 MI (30.2 KM) WEST-NORTHWEST OF CLEAR
 DM5520'LAKE AND 10.7 MI (17.2 KM) NORTHWEST OF ISABELLA MINNESOTA.
 DM5520' 
 DM5520'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5520'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5520'1 TO MILE POINT 304.9, THENCE 7.5 MI (12.1 KM) EAST ON FOREST ROAD 377
 DM5520'(TOMAHAWK ROAD).
 DM5520' 
 DM5520'THE MARK IS FOUND 42 FT (12.8 M) NORTH OF FOREST ROAD 377, 17.6 FT
 DM5520'(5.4 M) WEST OF TRAIL ROAD NORTH, 2.0 FT (0.6 M) SOUTH OF ITS WITNESS
 DM5520'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5522 ***********************************************************************
 DM5522  DESIGNATION -  3802 M 8
 DM5522  PID         -  DM5522
 DM5522  STATE/COUNTY-  MN/LAKE
 DM5522  COUNTRY     -  US
 DM5522  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5522
 DM5522                         *CURRENT SURVEY CONTROL
 DM5522  ______________________________________________________________________
 DM5522* NAD 83(1986) POSITION- 47 44 33.0    (N) 091 33 07.9    (W)   HD_HELD2  
 DM5522* NAVD 88 ORTHO HEIGHT -   475.970  (meters)    1561.58  (feet) ADJUSTED  
 DM5522  ______________________________________________________________________
 DM5522  GEOID HEIGHT    -        -29.58  (meters)                     GEOID09
 DM5522  DYNAMIC HEIGHT  -        476.050 (meters)     1561.84  (feet) COMP
 DM5522  MODELED GRAVITY -    980,764.9   (mgal)                       NAVD 88
 DM5522
 DM5522  VERT ORDER      -  SECOND    CLASS I
 DM5522
 DM5522.The horizontal coordinates were established by autonomous hand held GPS
 DM5522.observations and have an estimated accuracy of +/- 10 meters.
 DM5522.
 DM5522.The orthometric height was determined by differential leveling and
 DM5522.adjusted in June 2011.
 DM5522
 DM5522.The dynamic height is computed by dividing the NAVD 88
 DM5522.geopotential number by the normal gravity value computed on the
 DM5522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5522.degrees latitude (g = 980.6199 gals.).
 DM5522
 DM5522.The modeled gravity was interpolated from observed gravity values.
 DM5522
 DM5522;                    North         East    Units  Estimated Accuracy
 DM5522;SPC MN N     -   239,295.      916,060.      MT  (+/- 10 meters HH2 GPS)
 DM5522
 DM5522                          SUPERSEDED SURVEY CONTROL
 DM5522
 DM5522.No superseded survey control is available for this station.
 DM5522
 DM5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0853588695(NAD 83)
 DM5522
 DM5522_MARKER: DD = SURVEY DISK
 DM5522_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5522_SP_SET: ROCK
 DM5522_STAMPING: 3802 M 8 2007
 DM5522_MARK LOGO: MNDT  
 DM5522_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5522+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5522
 DM5522  HISTORY     - Date     Condition        Report By
 DM5522  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5522
 DM5522                          STATION DESCRIPTION
 DM5522
 DM5522'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5522'THE MARK IS LOCATED ABOUT 18.4 MI (29.6 KM) EAST OF BABBITT, 18.4 MI
 DM5522'(29.6 KM) SOUTHEAST OF ELY AND 12.6 MI (20.3 KM) NORTHWEST OF ISABELLA
 DM5522'MINNESOTA.
 DM5522' 
 DM5522'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5522'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5522'1 TO MILE POINT 304.9, THENCE 4.7 MI (7.6 KM) EAST ON FOREST ROAD 377
 DM5522'(TOMAHAWK ROAD).
 DM5522' 
 DM5522'THE MARK IS FOUND 30.5 FT (9.3 M) NORTH OF FOREST ROAD 377 AND 8.5 FT
 DM5522'(2.6 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5525 ***********************************************************************
 DM5525  DESIGNATION -  3802 M 9
 DM5525  PID         -  DM5525
 DM5525  STATE/COUNTY-  MN/LAKE
 DM5525  COUNTRY     -  US
 DM5525  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5525
 DM5525                         *CURRENT SURVEY CONTROL
 DM5525  ______________________________________________________________________
 DM5525* NAD 83(1986) POSITION- 47 43 55.7    (N) 091 37 14.3    (W)   HD_HELD2  
 DM5525* NAVD 88 ORTHO HEIGHT -   492.976  (meters)    1617.37  (feet) ADJUSTED  
 DM5525  ______________________________________________________________________
 DM5525  GEOID HEIGHT    -        -29.66  (meters)                     GEOID09
 DM5525  DYNAMIC HEIGHT  -        493.051 (meters)     1617.62  (feet) COMP
 DM5525  MODELED GRAVITY -    980,747.2   (mgal)                       NAVD 88
 DM5525
 DM5525  VERT ORDER      -  SECOND    CLASS I
 DM5525
 DM5525.The horizontal coordinates were established by autonomous hand held GPS
 DM5525.observations and have an estimated accuracy of +/- 10 meters.
 DM5525.
 DM5525.The orthometric height was determined by differential leveling and
 DM5525.adjusted in June 2011.
 DM5525
 DM5525.The dynamic height is computed by dividing the NAVD 88
 DM5525.geopotential number by the normal gravity value computed on the
 DM5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5525.degrees latitude (g = 980.6199 gals.).
 DM5525
 DM5525.The modeled gravity was interpolated from observed gravity values.
 DM5525
 DM5525;                    North         East    Units  Estimated Accuracy
 DM5525;SPC MN N     -   238,042.      910,951.      MT  (+/- 10 meters HH2 GPS)
 DM5525
 DM5525                          SUPERSEDED SURVEY CONTROL
 DM5525
 DM5525.No superseded survey control is available for this station.
 DM5525
 DM5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0342487450(NAD 83)
 DM5525
 DM5525_MARKER: DD = SURVEY DISK
 DM5525_SETTING: 80 = SET IN A BOULDER
 DM5525_STAMPING: 3802 M 9 2007
 DM5525_MARK LOGO: MNDT  
 DM5525_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5525+STABILITY: SURFACE MOTION
 DM5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5525+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 DM5525
 DM5525  HISTORY     - Date     Condition        Report By
 DM5525  HISTORY     - 20070808 MONUMENTED       MNDT
 DM5525
 DM5525                          STATION DESCRIPTION
 DM5525
 DM5525'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5525'THE MARK IS LOCATED ABOUT 16.5 MI (26.5 KM) SOUTHEAST OF ELY, 15.2 MI
 DM5525'(24.5 KM) EAST OF BABBITT AND 14.7 MI (23.7 KM) WEST-NORTHWEST OF
 DM5525'ISABELLA MINNESOTA.
 DM5525' 
 DM5525'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5525'HIGHWAY 169 IN ELY, GO 18.8 MI (30.2 KM) SOUTHERLY ALONG TRUNK HIGHWAY
 DM5525'1 TO MILE POINT 304.9, THENCE 1.1 MI (1.8 KM) EASTERLY ON FOREST ROAD
 DM5525'377 (TOMAHAWK ROAD).
 DM5525' 
 DM5525'THE MARK IS FOUND 34.6 FT (10.5 M) SOUTHEAST OF FOREST ROAD 377, 6.0
 DM5525'FT (1.8 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1780 ***********************************************************************
 DM1780  DESIGNATION -  3802 N
 DM1780  PID         -  DM1780
 DM1780  STATE/COUNTY-  MN/LAKE
 DM1780  COUNTRY     -  US
 DM1780  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM1780
 DM1780                         *CURRENT SURVEY CONTROL
 DM1780  ______________________________________________________________________
 DM1780* NAD 83(2007) POSITION- 47 40 12.09902(N) 091 36 50.05915(W)   ADJUSTED  
 DM1780* NAD 83(2007) ELLIP HT-   485.832 (meters)        (07/14/10)   ADJUSTED
 DM1780* NAD 83(2007) EPOCH   -  2002.00
 DM1780* NAVD 88 ORTHO HEIGHT -   515.127  (meters)    1690.05  (feet) ADJUSTED  
 DM1780  ______________________________________________________________________
 DM1780  NAD 83(2007) X  -   -121,197.446 (meters)                     COMP
 DM1780  NAD 83(2007) Y  - -4,301,532.075 (meters)                     COMP
 DM1780  NAD 83(2007) Z  -  4,692,607.596 (meters)                     COMP
 DM1780  LAPLACE CORR    -          6.03  (seconds)                    DEFLEC09
 DM1780  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DM1780  DYNAMIC HEIGHT  -        515.207 (meters)     1690.31  (feet) COMP
 DM1780  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 DM1780
 DM1780  HORZ ORDER      -  FIRST
 DM1780  VERT ORDER      -  SECOND    CLASS I
 DM1780  ELLP ORDER      -  THIRD     CLASS I
 DM1780
 DM1780.The horizontal coordinates were established by GPS observations
 DM1780.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DM1780
 DM1780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1780.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1780
 DM1780.The horizontal coordinates are valid at the epoch date displayed above
 DM1780.which is a decimal equivalence of Year/Month/Day.
 DM1780
 DM1780.The orthometric height was determined by differential leveling and
 DM1780.adjusted in June 2011.
 DM1780
 DM1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1780
 DM1780.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1780
 DM1780.The ellipsoidal height was determined by GPS observations
 DM1780.and is referenced to NAD 83.
 DM1780
 DM1780.The dynamic height is computed by dividing the NAVD 88
 DM1780.geopotential number by the normal gravity value computed on the
 DM1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1780.degrees latitude (g = 980.6199 gals.).
 DM1780
 DM1780.The modeled gravity was interpolated from observed gravity values.
 DM1780
 DM1780. The following values were computed from the NAD 83(2007) position.
 DM1780
 DM1780;                    North         East     Units Scale Factor Converg.
 DM1780;SPC MN N     -   231,148.215   911,588.425   MT  0.99990697   +1 06 05.5
 DM1780;SPC MN N     -   758,358.77  2,990,769.69   sFT  0.99990697   +1 06 05.5
 DM1780;UTM  15      - 5,280,556.771   604,053.115   MT  0.99973305   +1 01 29.3
 DM1780
 DM1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1780!SPC MN N     -   0.99992386  x   0.99990697  =   0.99983083
 DM1780!UTM  15      -   0.99992386  x   0.99973305  =   0.99965693
 DM1780
 DM1780:                Primary Azimuth Mark                     Grid Az
 DM1780:SPC MN N     -  3802 J                                   136 46 48.7
 DM1780:UTM  15      -  3802 J                                   136 51 24.9
 DM1780
 DM1780|---------------------------------------------------------------------|
 DM1780| PID    Reference Object                     Distance      Geod. Az  |
 DM1780|                                                           dddmmss.s |
 DM1780| DM1779 3802 J                              APPROX. 1.4 KM 1375254.2 |
 DM1780|---------------------------------------------------------------------|
 DM1780
 DM1780                          SUPERSEDED SURVEY CONTROL
 DM1780
 DM1780  NAVD 88 (07/14/10)  515.13   (m)         1690.1    (f) LEVELING    3  
 DM1780
 DM1780.Superseded values are not recommended for survey control.
 DM1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1780.See file dsdata.txt to determine how the superseded data were derived.
 DM1780
 DM1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0405380556(NAD 83)
 DM1780
 DM1780_MARKER: DD = SURVEY DISK
 DM1780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1780_STAMPING: 3802 N 2007
 DM1780_MARK LOGO: MNDT  
 DM1780_PROJECTION: FLUSH
 DM1780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1780+STABILITY: SURFACE MOTION
 DM1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1780+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM1780_ROD/PIPE-DEPTH:  4.0 meters
 DM1780
 DM1780  HISTORY     - Date     Condition        Report By
 DM1780  HISTORY     - 20071017 MONUMENTED       MNDT
 DM1780  HISTORY     - 20070717 GOOD             MNDT
 DM1780  HISTORY     - 20090909 GOOD             MNDT
 DM1780
 DM1780                          STATION DESCRIPTION
 DM1780
 DM1780'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM1780'THE MARK IS LOCATED ABOUT 15.6 MI (25.1 KM) EAST OF BABBITT, 15.3 MI
 DM1780'(24.6 KM) NORTH OF WHYTE AND 12.6 MI (20.3 KM) WEST-NORTHWEST OF
 DM1780'ISABELLA MINNESOTA.
 DM1780' 
 DM1780'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM1780'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 4.8 MI (7.7 KM)
 DM1780'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 310.75.
 DM1780' 
 DM1780'THE MARK IS FOUND 58.9 FT (18.0 M) SOUTHWEST OF TRUNK HIGHWAY 1, 27.8
 DM1780'FT (8.5 M) SOUTHEAST OF DRIVEWAY NUMBER 1551, 1.3 FT (0.4 M) NORTHEAST
 DM1780'OF ITS WITNESS POST AND 2.1 MI (3.4 KM) SOUTHEAST OF CENTER LINE OF
 DM1780'BRIDGE OVER STONY RIVER.
 DM1780
 DM1780                          STATION RECOVERY (2009)
 DM1780
 DM1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM1780'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1780'THE MARK IS 12.5 MILES WEST NORTHWEST OF ISABELLA, 14.8 MILES
 DM1780'NORTHWEST ALONG TRUNK HIGHWAY 1 FROM THE JUCNTION OF TRUNK HIGHWAY 1
 DM1780'AND FOREST ROAD 172 (WANLESS ROAD) IN  ISABELLA, AT TRUNK HIGHWAY 1
 DM1780'MILEPOINT 310.50, 58.9 FEET SOUTHWEST OF TRUNK HIGHWAY 1, 27.8 FEET
 DM1780'SOUTHEAST OF DRIVEWAY NUMBER 1551, (PITCHA LAKE ROAD), 1.3 FEET
 DM1780'NOTHEAST OF WITNESS POST, 2.1 MILES SOUTHEAST OF CENTERLINE OF BRIDGE
 DM1780'OVER STONY RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5529 ***********************************************************************
 DM5529  DESIGNATION -  3802 P
 DM5529  PID         -  DM5529
 DM5529  STATE/COUNTY-  MN/LAKE
 DM5529  COUNTRY     -  US
 DM5529  USGS QUAD   -  SLATE LAKE EAST (1984)
 DM5529
 DM5529                         *CURRENT SURVEY CONTROL
 DM5529  ______________________________________________________________________
 DM5529* NAD 83(1986) POSITION- 47 41 00.26   (N) 091 37 20.08   (W)   HD_HELD1  
 DM5529* NAVD 88 ORTHO HEIGHT -   515.270  (meters)    1690.52  (feet) ADJUSTED  
 DM5529  ______________________________________________________________________
 DM5529  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 DM5529  DYNAMIC HEIGHT  -        515.350 (meters)     1690.78  (feet) COMP
 DM5529  MODELED GRAVITY -    980,749.9   (mgal)                       NAVD 88
 DM5529
 DM5529  VERT ORDER      -  SECOND    CLASS I
 DM5529
 DM5529.The horizontal coordinates were established by differentially corrected
 DM5529.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5529.
 DM5529.The orthometric height was determined by differential leveling and
 DM5529.adjusted in June 2011.
 DM5529
 DM5529.The dynamic height is computed by dividing the NAVD 88
 DM5529.geopotential number by the normal gravity value computed on the
 DM5529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5529.degrees latitude (g = 980.6199 gals.).
 DM5529
 DM5529.The modeled gravity was interpolated from observed gravity values.
 DM5529
 DM5529;                    North         East    Units  Estimated Accuracy
 DM5529;SPC MN N     -   232,623.2     910,933.9     MT  (+/- 3 meters HH1 GPS) 
 DM5529
 DM5529                          SUPERSEDED SURVEY CONTROL
 DM5529
 DM5529.No superseded survey control is available for this station.
 DM5529
 DM5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0340082032(NAD 83)
 DM5529
 DM5529_MARKER: DD = SURVEY DISK
 DM5529_SETTING: 80 = SET IN A BOULDER
 DM5529_STAMPING: 3802 P 2007
 DM5529_MARK LOGO: MNDT  
 DM5529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5529+STABILITY: SURFACE MOTION
 DM5529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5529+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2009
 DM5529
 DM5529  HISTORY     - Date     Condition        Report By
 DM5529  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5529  HISTORY     - 20090909 GOOD             MNDT
 DM5529
 DM5529                          STATION DESCRIPTION
 DM5529
 DM5529'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5529'THE MARK IS LOCATED ABOUT 16.3 MI (26.2 KM) NORTH OF WHYTE, 15.1 MI
 DM5529'(24.3 KM) EAST OF BABBITT AND 13.3 MI (21.4 KM) WEST-NORTHWEST OF
 DM5529'ISABELLA MINNESOTA.
 DM5529' 
 DM5529'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5529'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 15.9 MI (25.6 KM)
 DM5529'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 309.5.
 DM5529' 
 DM5529'THE MARK IS FOUND 53.6 FT (16.3 M) NORTH OF TRUNK HIGHWAY 1, 1.0 MI
 DM5529'(1.6 KM) SOUTHEAST OF CENTER LINE OF BRIDGE OVER STONY RIVER AND 3.1
 DM5529'FT (0.9 M) NORTH OF ITS WITNESS POST.
 DM5529
 DM5529                          STATION RECOVERY (2009)
 DM5529
 DM5529'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM5529'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5493 ***********************************************************************
 DM5493  DESIGNATION -  3803 A 1
 DM5493  PID         -  DM5493
 DM5493  STATE/COUNTY-  MN/LAKE
 DM5493  COUNTRY     -  US
 DM5493  USGS QUAD   -  KAWISHIWI LAKE (1986)
 DM5493
 DM5493                         *CURRENT SURVEY CONTROL
 DM5493  ______________________________________________________________________
 DM5493* NAD 83(1986) POSITION- 47 47 42.7    (N) 091 01 48.5    (W)   HD_HELD2  
 DM5493* NAVD 88 ORTHO HEIGHT -   546.810  (meters)    1793.99  (feet) ADJUSTED  
 DM5493  ______________________________________________________________________
 DM5493  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DM5493  DYNAMIC HEIGHT  -        546.910 (meters)     1794.32  (feet) COMP
 DM5493  MODELED GRAVITY -    980,774.8   (mgal)                       NAVD 88
 DM5493
 DM5493  VERT ORDER      -  SECOND    CLASS I
 DM5493
 DM5493.The horizontal coordinates were established by autonomous hand held GPS
 DM5493.observations and have an estimated accuracy of +/- 10 meters.
 DM5493.
 DM5493.The orthometric height was determined by differential leveling and
 DM5493.adjusted in June 2011.
 DM5493
 DM5493.No vertical observational check was made to the station.
 DM5493
 DM5493.The dynamic height is computed by dividing the NAVD 88
 DM5493.geopotential number by the normal gravity value computed on the
 DM5493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5493.degrees latitude (g = 980.6199 gals.).
 DM5493
 DM5493.The modeled gravity was interpolated from observed gravity values.
 DM5493
 DM5493;                    North         East    Units  Estimated Accuracy
 DM5493;SPC MN N     -   246,067.      955,041.      MT  (+/- 10 meters HH2 GPS)
 DM5493
 DM5493                          SUPERSEDED SURVEY CONTROL
 DM5493
 DM5493.No superseded survey control is available for this station.
 DM5493
 DM5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4752095416(NAD 83)
 DM5493
 DM5493_MARKER: DD = SURVEY DISK
 DM5493_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5493_STAMPING: 3803 A 1 2007
 DM5493_MARK LOGO: MNDT  
 DM5493_PROJECTION: FLUSH
 DM5493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5493+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5493_ROD/PIPE-DEPTH:  6.7 meters
 DM5493
 DM5493  HISTORY     - Date     Condition        Report By
 DM5493  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5493
 DM5493                          STATION DESCRIPTION
 DM5493
 DM5493'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5493'THE MARK IS LOCATED ABOUT 18.5 MI (29.8 KM) NORTH-NORTHWEST OF
 DM5493'SCHROEDER, 17.8 MI (28.6 KM) NORTH-NORTHWEST OF TOFTE, 17.5 MI (28.2
 DM5493'KM) NORTHEAST OF ISABELLA AND 11.5 MI (18.5 KM) NORTH-NORTHEAST OF
 DM5493'CLEAR LAKE MINNESOTA.
 DM5493' 
 DM5493'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5493'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5493'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5493'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 3.9
 DM5493'MI (6.3 KM) NORTH ALONG COUNTY ROAD 7 TO THE JUNCTION OF COUNTY ROAD 7
 DM5493'AND FOREST ROUTE 369, THENCE 4.1 MI (6.6 KM) NORTHEAST ON COUNTY ROAD
 DM5493'7.
 DM5493' 
 DM5493'THE MARK IS FOUND 27.4 FT (8.4 M) SOUTH-SOUTHEAST OF COUNTY ROAD 7,
 DM5493'0.7 MI (1.1 KM) SOUTHWEST OF LAKE/COOK COUNTY LINE AND 1.1 FT (0.3 M)
 DM5493'WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5483 ***********************************************************************
 DM5483  DESIGNATION -  3803 A 10
 DM5483  PID         -  DM5483
 DM5483  STATE/COUNTY-  MN/LAKE
 DM5483  COUNTRY     -  US
 DM5483  USGS QUAD   -  SILVER ISLAND LAKE (1984)
 DM5483
 DM5483                         *CURRENT SURVEY CONTROL
 DM5483  ______________________________________________________________________
 DM5483* NAD 83(1986) POSITION- 47 38 18.7    (N) 091 11 48.7    (W)   HD_HELD2  
 DM5483* NAVD 88 ORTHO HEIGHT -   556.470  (meters)    1825.69  (feet) ADJUSTED  
 DM5483  ______________________________________________________________________
 DM5483  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 DM5483  DYNAMIC HEIGHT  -        556.554 (meters)     1825.96  (feet) COMP
 DM5483  MODELED GRAVITY -    980,744.7   (mgal)                       NAVD 88
 DM5483
 DM5483  VERT ORDER      -  SECOND    CLASS I
 DM5483
 DM5483.The horizontal coordinates were established by autonomous hand held GPS
 DM5483.observations and have an estimated accuracy of +/- 10 meters.
 DM5483.
 DM5483.The orthometric height was determined by differential leveling and
 DM5483.adjusted in June 2011.
 DM5483
 DM5483.The dynamic height is computed by dividing the NAVD 88
 DM5483.geopotential number by the normal gravity value computed on the
 DM5483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5483.degrees latitude (g = 980.6199 gals.).
 DM5483
 DM5483.The modeled gravity was interpolated from observed gravity values.
 DM5483
 DM5483;                    North         East    Units  Estimated Accuracy
 DM5483;SPC MN N     -   228,334.      942,984.      MT  (+/- 10 meters HH2 GPS)
 DM5483
 DM5483                          SUPERSEDED SURVEY CONTROL
 DM5483
 DM5483.No superseded survey control is available for this station.
 DM5483
 DM5483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3544077700(NAD 83)
 DM5483
 DM5483_MARKER: DD = SURVEY DISK
 DM5483_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5483_SP_SET: ROCK
 DM5483_STAMPING: 3803 A 10 2007
 DM5483_MARK LOGO: MNDT  
 DM5483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5483+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5483
 DM5483  HISTORY     - Date     Condition        Report By
 DM5483  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5483
 DM5483                          STATION DESCRIPTION
 DM5483
 DM5483'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5483'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHWEST OF CRAMER,
 DM5483'7.5 MI (12.1 KM) EAST OF ISABELLA AND 3.6 MI (5.8 KM) WEST OF CLEAR
 DM5483'LAKE MINNESOTA.
 DM5483' 
 DM5483'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5483'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 8.8 MI (14.2 KM)
 DM5483'EAST ALONG FOREST ROAD 172.
 DM5483' 
 DM5483'THE MARK IS FOUND 24.8 FT (7.6 M) NORTHEAST OF FOREST ROAD 172 AND 4.1
 DM5483'FT (1.2 M) NORTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5482 ***********************************************************************
 DM5482  DESIGNATION -  3803 A 11
 DM5482  PID         -  DM5482
 DM5482  STATE/COUNTY-  MN/LAKE
 DM5482  COUNTRY     -  US
 DM5482  USGS QUAD   -  SILVER ISLAND LAKE (1984)
 DM5482
 DM5482                         *CURRENT SURVEY CONTROL
 DM5482  ______________________________________________________________________
 DM5482* NAD 83(1986) POSITION- 47 37 58.4    (N) 091 13 22.7    (W)   HD_HELD2  
 DM5482* NAVD 88 ORTHO HEIGHT -   565.087  (meters)    1853.96  (feet) ADJUSTED  
 DM5482  ______________________________________________________________________
 DM5482  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 DM5482  DYNAMIC HEIGHT  -        565.173 (meters)     1854.24  (feet) COMP
 DM5482  MODELED GRAVITY -    980,744.4   (mgal)                       NAVD 88
 DM5482
 DM5482  VERT ORDER      -  SECOND    CLASS I
 DM5482
 DM5482.The horizontal coordinates were established by autonomous hand held GPS
 DM5482.observations and have an estimated accuracy of +/- 10 meters.
 DM5482.
 DM5482.The orthometric height was determined by differential leveling and
 DM5482.adjusted in June 2011.
 DM5482
 DM5482.The dynamic height is computed by dividing the NAVD 88
 DM5482.geopotential number by the normal gravity value computed on the
 DM5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5482.degrees latitude (g = 980.6199 gals.).
 DM5482
 DM5482.The modeled gravity was interpolated from observed gravity values.
 DM5482
 DM5482;                    North         East    Units  Estimated Accuracy
 DM5482;SPC MN N     -   227,659.      941,038.      MT  (+/- 10 meters HH2 GPS)
 DM5482
 DM5482                          SUPERSEDED SURVEY CONTROL
 DM5482
 DM5482.No superseded survey control is available for this station.
 DM5482
 DM5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3349477028(NAD 83)
 DM5482
 DM5482_MARKER: DD = SURVEY DISK
 DM5482_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5482_STAMPING: 3803 A 11 2007
 DM5482_MARK LOGO: MNDT  
 DM5482_PROJECTION: RECESSED 3 CENTIMETERS
 DM5482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5482+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5482_ROD/PIPE-DEPTH:  6.7 meters
 DM5482
 DM5482  HISTORY     - Date     Condition        Report By
 DM5482  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5482
 DM5482                          STATION DESCRIPTION
 DM5482
 DM5482'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5482'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF CRAMER, 6.3 MI
 DM5482'(10.1 KM) EAST OF ISABELLA AND 4.9 MI (7.9 KM) WEST OF CLEAR LAKE
 DM5482'MINNESOTA.
 DM5482' 
 DM5482'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5482'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 7.2 MI (11.6 KM)
 DM5482'EAST ALONG FOREST ROAD 172.
 DM5482' 
 DM5482'THE MARK IS FOUND 58.4 FT (17.8 M) NORTHWEST OF FOREST ROAD 172, 31.8
 DM5482'FT (9.7 M) NORTHEAST OF GRAVEL ROAD AND 1.5 FT (0.5 M) SOUTHEAST OF
 DM5482'ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5481 ***********************************************************************
 DM5481  DESIGNATION -  3803 A 12
 DM5481  PID         -  DM5481
 DM5481  STATE/COUNTY-  MN/LAKE
 DM5481  COUNTRY     -  US
 DM5481  USGS QUAD   -  CABIN LAKE (1985)
 DM5481
 DM5481                         *CURRENT SURVEY CONTROL
 DM5481  ______________________________________________________________________
 DM5481* NAD 83(1986) POSITION- 47 37 12.4    (N) 091 14 19.7    (W)   HD_HELD2  
 DM5481* NAVD 88 ORTHO HEIGHT -   592.414  (meters)    1943.61  (feet) ADJUSTED  
 DM5481  ______________________________________________________________________
 DM5481  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 DM5481  DYNAMIC HEIGHT  -        592.501 (meters)     1943.90  (feet) COMP
 DM5481  MODELED GRAVITY -    980,739.6   (mgal)                       NAVD 88
 DM5481
 DM5481  VERT ORDER      -  SECOND    CLASS I
 DM5481
 DM5481.The horizontal coordinates were established by autonomous hand held GPS
 DM5481.observations and have an estimated accuracy of +/- 10 meters.
 DM5481.
 DM5481.The orthometric height was determined by differential leveling and
 DM5481.adjusted in June 2011.
 DM5481
 DM5481.The dynamic height is computed by dividing the NAVD 88
 DM5481.geopotential number by the normal gravity value computed on the
 DM5481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5481.degrees latitude (g = 980.6199 gals.).
 DM5481
 DM5481.The modeled gravity was interpolated from observed gravity values.
 DM5481
 DM5481;                    North         East    Units  Estimated Accuracy
 DM5481;SPC MN N     -   226,210.      939,883.      MT  (+/- 10 meters HH2 GPS)
 DM5481
 DM5481                          SUPERSEDED SURVEY CONTROL
 DM5481
 DM5481.No superseded survey control is available for this station.
 DM5481
 DM5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3233675581(NAD 83)
 DM5481
 DM5481_MARKER: DD = SURVEY DISK
 DM5481_SETTING: 80 = SET IN A BOULDER
 DM5481_STAMPING: 3803 A 12 2007
 DM5481_MARK LOGO: MNDT  
 DM5481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5481+STABILITY: SURFACE MOTION
 DM5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5481+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5481
 DM5481  HISTORY     - Date     Condition        Report By
 DM5481  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5481
 DM5481                          STATION DESCRIPTION
 DM5481
 DM5481'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5481'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHWEST OF CRAMER, 5.7 MI
 DM5481'(9.2 KM) WEST-SOUTHWEST OF CLEAR LAKE AND 5.4 MI (8.7 KM) EAST OF
 DM5481'ISABELLA MINNESOTA.
 DM5481' 
 DM5481'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5481'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 6.0 MI (9.7 KM)
 DM5481'EAST ALONG FOREST ROAD 172.
 DM5481' 
 DM5481'THE MARK IS FOUND 23.4 FT (7.1 M) NORTHEAST OF FOREST ROAD 172, 33.5
 DM5481'FT (10.2 M) NORTHEAST OF DUMBBELL ROAD AND 5.7 FT (1.7 M) SOUTHWEST OF
 DM5481'ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5480 ***********************************************************************
 DM5480  DESIGNATION -  3803 A 13
 DM5480  PID         -  DM5480
 DM5480  STATE/COUNTY-  MN/LAKE
 DM5480  COUNTRY     -  US
 DM5480  USGS QUAD   -  ISABELLA (1985)
 DM5480
 DM5480                         *CURRENT SURVEY CONTROL
 DM5480  ______________________________________________________________________
 DM5480* NAD 83(1986) POSITION- 47 36 45.7    (N) 091 16 06.8    (W)   HD_HELD2  
 DM5480* NAVD 88 ORTHO HEIGHT -   594.660  (meters)    1950.98  (feet) ADJUSTED  
 DM5480  ______________________________________________________________________
 DM5480  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 DM5480  DYNAMIC HEIGHT  -        594.748 (meters)     1951.27  (feet) COMP
 DM5480  MODELED GRAVITY -    980,739.6   (mgal)                       NAVD 88
 DM5480
 DM5480  VERT ORDER      -  SECOND    CLASS I
 DM5480
 DM5480.The horizontal coordinates were established by autonomous hand held GPS
 DM5480.observations and have an estimated accuracy of +/- 10 meters.
 DM5480.
 DM5480.The orthometric height was determined by differential leveling and
 DM5480.adjusted in June 2011.
 DM5480
 DM5480.The dynamic height is computed by dividing the NAVD 88
 DM5480.geopotential number by the normal gravity value computed on the
 DM5480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5480.degrees latitude (g = 980.6199 gals.).
 DM5480
 DM5480.The modeled gravity was interpolated from observed gravity values.
 DM5480
 DM5480;                    North         East    Units  Estimated Accuracy
 DM5480;SPC MN N     -   225,333.      937,667.      MT  (+/- 10 meters HH2 GPS)
 DM5480
 DM5480                          SUPERSEDED SURVEY CONTROL
 DM5480
 DM5480.No superseded survey control is available for this station.
 DM5480
 DM5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3011974706(NAD 83)
 DM5480
 DM5480_MARKER: DD = SURVEY DISK
 DM5480_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5480_SP_SET: ROCK
 DM5480_STAMPING: 3803 A 13 2007
 DM5480_MARK LOGO: MNDT  
 DM5480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5480+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5480
 DM5480  HISTORY     - Date     Condition        Report By
 DM5480  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5480
 DM5480                          STATION DESCRIPTION
 DM5480
 DM5480'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5480'THE MARK IS LOCATED ABOUT 10.2 MI (16.4 KM) NORTHWEST OF CRAMER, 7.2
 DM5480'MI (11.6 KM) WEST-SOUTHWEST OF CLEAR LAKE AND 4.0 MI (6.4 KM) EAST OF
 DM5480'ISABELLA MINNESOTA.
 DM5480' 
 DM5480'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5480'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 4.15 MI (6.7 KM)
 DM5480'EAST ALONG FOREST ROAD 172.
 DM5480' 
 DM5480'THE MARK IS FOUND 50.1 FT (15.3 M) NORTHEAST OF FOREST ROAD 172, 11.3
 DM5480'FT (3.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF PIT TOILET AND 3.8 FT
 DM5480'(1.2 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5479 ***********************************************************************
 DM5479  DESIGNATION -  3803 A 14
 DM5479  PID         -  DM5479
 DM5479  STATE/COUNTY-  MN/LAKE
 DM5479  COUNTRY     -  US
 DM5479  USGS QUAD   -  ISABELLA (1985)
 DM5479
 DM5479                         *CURRENT SURVEY CONTROL
 DM5479  ______________________________________________________________________
 DM5479* NAD 83(1986) POSITION- 47 37 09.1    (N) 091 17 59.0    (W)   HD_HELD2  
 DM5479* NAVD 88 ORTHO HEIGHT -   595.820  (meters)    1954.79  (feet) ADJUSTED  
 DM5479  ______________________________________________________________________
 DM5479  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 DM5479  DYNAMIC HEIGHT  -        595.909 (meters)     1955.08  (feet) COMP
 DM5479  MODELED GRAVITY -    980,740.8   (mgal)                       NAVD 88
 DM5479
 DM5479  VERT ORDER      -  SECOND    CLASS I
 DM5479
 DM5479.The horizontal coordinates were established by autonomous hand held GPS
 DM5479.observations and have an estimated accuracy of +/- 10 meters.
 DM5479.
 DM5479.The orthometric height was determined by differential leveling and
 DM5479.adjusted in June 2011.
 DM5479
 DM5479.The dynamic height is computed by dividing the NAVD 88
 DM5479.geopotential number by the normal gravity value computed on the
 DM5479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5479.degrees latitude (g = 980.6199 gals.).
 DM5479
 DM5479.The modeled gravity was interpolated from observed gravity values.
 DM5479
 DM5479;                    North         East    Units  Estimated Accuracy
 DM5479;SPC MN N     -   226,000.      935,308.      MT  (+/- 10 meters HH2 GPS)
 DM5479
 DM5479                          SUPERSEDED SURVEY CONTROL
 DM5479
 DM5479.No superseded survey control is available for this station.
 DM5479
 DM5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2776175377(NAD 83)
 DM5479
 DM5479_MARKER: DD = SURVEY DISK
 DM5479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5479_STAMPING: 3803 A 14 2007
 DM5479_MARK LOGO: MNDT  
 DM5479_PROJECTION: FLUSH
 DM5479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5479+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5479_ROD/PIPE-DEPTH:  7.6 meters
 DM5479
 DM5479  HISTORY     - Date     Condition        Report By
 DM5479  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5479
 DM5479                          STATION DESCRIPTION
 DM5479
 DM5479'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5479'THE MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) WEST-NORTHWEST OF CRAMER,
 DM5479'8.5 MI (13.7 KM) WEST OF CLEAR LAKE AND 2.6 MI (4.2 KM) EAST OF
 DM5479'ISABELLA MINNESOTA.
 DM5479' 
 DM5479'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5479'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 2.6 MI (4.2 KM)
 DM5479'EAST ALONG FOREST ROAD 172.
 DM5479' 
 DM5479'THE MARK IS FOUND 34.0 FT (10.4 M) SOUTH-SOUTHEAST OF FOREST ROAD 172,
 DM5479'11.5 FT (3.5 M) EAST OF A GRAVEL BOAT TURN AROUND AND 1.4 FT (0.4 M)
 DM5479'WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5492 ***********************************************************************
 DM5492  DESIGNATION -  3803 A 2
 DM5492  PID         -  DM5492
 DM5492  STATE/COUNTY-  MN/LAKE
 DM5492  COUNTRY     -  US
 DM5492  USGS QUAD   -  KAWISHIWI LAKE (1986)
 DM5492
 DM5492                         *CURRENT SURVEY CONTROL
 DM5492  ______________________________________________________________________
 DM5492* NAD 83(1986) POSITION- 47 47 26.2    (N) 091 03 30.2    (W)   HD_HELD2  
 DM5492* NAVD 88 ORTHO HEIGHT -   527.482  (meters)    1730.58  (feet) ADJUSTED  
 DM5492  ______________________________________________________________________
 DM5492  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 DM5492  DYNAMIC HEIGHT  -        527.575 (meters)     1730.89  (feet) COMP
 DM5492  MODELED GRAVITY -    980,772.2   (mgal)                       NAVD 88
 DM5492
 DM5492  VERT ORDER      -  SECOND    CLASS I
 DM5492
 DM5492.The horizontal coordinates were established by autonomous hand held GPS
 DM5492.observations and have an estimated accuracy of +/- 10 meters.
 DM5492.
 DM5492.The orthometric height was determined by differential leveling and
 DM5492.adjusted in June 2011.
 DM5492
 DM5492.No vertical observational check was made to the station.
 DM5492
 DM5492.The dynamic height is computed by dividing the NAVD 88
 DM5492.geopotential number by the normal gravity value computed on the
 DM5492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5492.degrees latitude (g = 980.6199 gals.).
 DM5492
 DM5492.The modeled gravity was interpolated from observed gravity values.
 DM5492
 DM5492;                    North         East    Units  Estimated Accuracy
 DM5492;SPC MN N     -   245,501.      952,939.      MT  (+/- 10 meters HH2 GPS)
 DM5492
 DM5492                          SUPERSEDED SURVEY CONTROL
 DM5492
 DM5492.No superseded survey control is available for this station.
 DM5492
 DM5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4541794853(NAD 83)
 DM5492
 DM5492_MARKER: DD = SURVEY DISK
 DM5492_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5492_SP_SET: ROCK
 DM5492_STAMPING: 3803 A 2 2007
 DM5492_MARK LOGO: MNDT  
 DM5492_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5492+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5492
 DM5492  HISTORY     - Date     Condition        Report By
 DM5492  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5492
 DM5492                          STATION DESCRIPTION
 DM5492
 DM5492'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5492'THE MARK IS LOCATED ABOUT 18.3 MI (29.4 KM) NORTH OF CRAMER, 18.2 MI
 DM5492'(29.3 KM) NORTHWEST OF TOFTE, 16.0 MI (25.7 KM) NORTHEAST OF ISABELLA
 DM5492'AND 10.8 MI (17.4 KM) NORTH-NORTHEAST OF CLEAR LAKE MINNESOTA.
 DM5492' 
 DM5492'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5492'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5492'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5492'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 3.9
 DM5492'MI (6.3 KM) NORTH ALONG COUNTY ROAD 7 TO THE JUNCTION OF COUNTY ROAD 7
 DM5492'AND FOREST ROUTE 369, THENCE 2.7 MI (4.3 KM) NORTHEAST ON COUNTY ROAD
 DM5492'7.
 DM5492' 
 DM5492'THE MARK IS FOUND 25 FT (7.6 M) NORTHWEST OF COUNTY ROAD 7 AND 1.1 FT
 DM5492'(0.3 M) NORTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5491 ***********************************************************************
 DM5491  DESIGNATION -  3803 A 3
 DM5491  PID         -  DM5491
 DM5491  STATE/COUNTY-  MN/LAKE
 DM5491  COUNTRY     -  US
 DM5491  USGS QUAD   -  KAWISHIWI LAKE (1986)
 DM5491
 DM5491                         *CURRENT SURVEY CONTROL
 DM5491  ______________________________________________________________________
 DM5491* NAD 83(1986) POSITION- 47 46 07.2    (N) 091 03 40.2    (W)   HD_HELD2  
 DM5491* NAVD 88 ORTHO HEIGHT -   532.370  (meters)    1746.62  (feet) ADJUSTED  
 DM5491  ______________________________________________________________________
 DM5491  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DM5491  DYNAMIC HEIGHT  -        532.465 (meters)     1746.93  (feet) COMP
 DM5491  MODELED GRAVITY -    980,770.8   (mgal)                       NAVD 88
 DM5491
 DM5491  VERT ORDER      -  SECOND    CLASS I
 DM5491
 DM5491.The horizontal coordinates were established by autonomous hand held GPS
 DM5491.observations and have an estimated accuracy of +/- 10 meters.
 DM5491.
 DM5491.The orthometric height was determined by differential leveling and
 DM5491.adjusted in June 2011.
 DM5491
 DM5491.No vertical observational check was made to the station.
 DM5491
 DM5491.The dynamic height is computed by dividing the NAVD 88
 DM5491.geopotential number by the normal gravity value computed on the
 DM5491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5491.degrees latitude (g = 980.6199 gals.).
 DM5491
 DM5491.The modeled gravity was interpolated from observed gravity values.
 DM5491
 DM5491;                    North         East    Units  Estimated Accuracy
 DM5491;SPC MN N     -   243,057.      952,795.      MT  (+/- 10 meters HH2 GPS)
 DM5491
 DM5491                          SUPERSEDED SURVEY CONTROL
 DM5491
 DM5491.No superseded survey control is available for this station.
 DM5491
 DM5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4527092409(NAD 83)
 DM5491
 DM5491_MARKER: DD = SURVEY DISK
 DM5491_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5491_SP_SET: ROCK
 DM5491_STAMPING: 3803 A 3 2007
 DM5491_MARK LOGO: MNDT  
 DM5491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5491+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5491
 DM5491  HISTORY     - Date     Condition        Report By
 DM5491  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5491
 DM5491                          STATION DESCRIPTION
 DM5491
 DM5491'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5491'THE MARK IS LOCATED ABOUT 17.1 MI (27.5 KM) NORTHWEST OF TOFTE, 16.7
 DM5491'MI (26.9 KM) NORTH OF CRAMER AND 9.3 MI (15.0 KM) NORTH-NORTHEAST OF
 DM5491'CLEAR LAKE MINNESOTA.
 DM5491' 
 DM5491'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5491'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5491'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5491'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 3.9
 DM5491'MI (6.3 KM) NORTH ALONG COUNTY ROAD 7 TO THE JUNCTION OF COUNTY ROAD 7
 DM5491'AND FOREST ROUTE 369, THENCE 5.8 MI (9.3 KM) NORTHEAST ON COUNTY ROAD
 DM5491'7.
 DM5491' 
 DM5491'THE MARK IS FOUND 37.0 FT (11.3 M) WEST OF COUNTY ROAD 7 AND 1.0 FT
 DM5491'(0.3 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5490 ***********************************************************************
 DM5490  DESIGNATION -  3803 A 4
 DM5490  PID         -  DM5490
 DM5490  STATE/COUNTY-  MN/LAKE
 DM5490  COUNTRY     -  US
 DM5490  USGS QUAD   -  WILSON LAKE (1981)
 DM5490
 DM5490                         *CURRENT SURVEY CONTROL
 DM5490  ______________________________________________________________________
 DM5490* NAD 83(1986) POSITION- 47 44 15.1    (N) 091 05 44.5    (W)   HD_HELD2  
 DM5490* NAVD 88 ORTHO HEIGHT -   509.380  (meters)    1671.19  (feet) ADJUSTED  
 DM5490  ______________________________________________________________________
 DM5490  GEOID HEIGHT    -        -29.24  (meters)                     GEOID09
 DM5490  DYNAMIC HEIGHT  -        509.467 (meters)     1671.48  (feet) COMP
 DM5490  MODELED GRAVITY -    980,765.8   (mgal)                       NAVD 88
 DM5490
 DM5490  VERT ORDER      -  SECOND    CLASS I
 DM5490
 DM5490.The horizontal coordinates were established by autonomous hand held GPS
 DM5490.observations and have an estimated accuracy of +/- 10 meters.
 DM5490.
 DM5490.The orthometric height was determined by differential leveling and
 DM5490.adjusted in June 2011.
 DM5490
 DM5490.No vertical observational check was made to the station.
 DM5490
 DM5490.The dynamic height is computed by dividing the NAVD 88
 DM5490.geopotential number by the normal gravity value computed on the
 DM5490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5490.degrees latitude (g = 980.6199 gals.).
 DM5490
 DM5490.The modeled gravity was interpolated from observed gravity values.
 DM5490
 DM5490;                    North         East    Units  Estimated Accuracy
 DM5490;SPC MN N     -   239,528.      950,298.      MT  (+/- 10 meters HH2 GPS)
 DM5490
 DM5490                          SUPERSEDED SURVEY CONTROL
 DM5490
 DM5490.No superseded survey control is available for this station.
 DM5490
 DM5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4276988884(NAD 83)
 DM5490
 DM5490_MARKER: DD = SURVEY DISK
 DM5490_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5490_SP_SET: ROCK
 DM5490_STAMPING: 3803 A 4 2007
 DM5490_MARK LOGO: MNDT  
 DM5490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5490+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5490
 DM5490  HISTORY     - Date     Condition        Report By
 DM5490  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5490
 DM5490                          STATION DESCRIPTION
 DM5490
 DM5490'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5490'THE MARK IS LOCATED ABOUT 14.7 MI (23.7 KM) NORTHEAST OF ISABELLA,
 DM5490'14.5 MI (23.3 KM) NORTH OF CRAMER AND 6.8 MI (10.9 KM) NORTH OF CLEAR
 DM5490'LAKE MINNESOTA.
 DM5490' 
 DM5490'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5490'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5490'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5490'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 3.9
 DM5490'MI (6.3 KM) NORTH ALONG COUNTY ROAD 7 TO THE JUNCTION OF COUNTY ROAD 7
 DM5490'AND FOREST ROUTE 369, THENCE 3.05 MI (4.9 KM) NORTHEAST ON COUNTY ROAD
 DM5490'7.
 DM5490' 
 DM5490'THE MARK IS FOUND 25.9 FT (7.9 M) NORTHWEST OF COUNTY ROAD 7, 7.9 FT
 DM5490'(2.4 M) SOUTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5489 ***********************************************************************
 DM5489  DESIGNATION -  3803 A 5
 DM5489  PID         -  DM5489
 DM5489  STATE/COUNTY-  MN/LAKE
 DM5489  COUNTRY     -  US
 DM5489  USGS QUAD   -  WILSON LAKE (1981)
 DM5489
 DM5489                         *CURRENT SURVEY CONTROL
 DM5489  ______________________________________________________________________
 DM5489* NAD 83(1986) POSITION- 47 43 05.3    (N) 091 06 18.9    (W)   HD_HELD2  
 DM5489* NAVD 88 ORTHO HEIGHT -   509.431  (meters)    1671.36  (feet) ADJUSTED  
 DM5489  ______________________________________________________________________
 DM5489  GEOID HEIGHT    -        -29.21  (meters)                     GEOID09
 DM5489  DYNAMIC HEIGHT  -        509.517 (meters)     1671.64  (feet) COMP
 DM5489  MODELED GRAVITY -    980,763.6   (mgal)                       NAVD 88
 DM5489
 DM5489  VERT ORDER      -  SECOND    CLASS I
 DM5489
 DM5489.The horizontal coordinates were established by autonomous hand held GPS
 DM5489.observations and have an estimated accuracy of +/- 10 meters.
 DM5489.
 DM5489.The orthometric height was determined by differential leveling and
 DM5489.adjusted in June 2011.
 DM5489
 DM5489.No vertical observational check was made to the station.
 DM5489
 DM5489.The dynamic height is computed by dividing the NAVD 88
 DM5489.geopotential number by the normal gravity value computed on the
 DM5489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5489.degrees latitude (g = 980.6199 gals.).
 DM5489
 DM5489.The modeled gravity was interpolated from observed gravity values.
 DM5489
 DM5489;                    North         East    Units  Estimated Accuracy
 DM5489;SPC MN N     -   237,355.      949,637.      MT  (+/- 10 meters HH2 GPS)
 DM5489
 DM5489                          SUPERSEDED SURVEY CONTROL
 DM5489
 DM5489.No superseded survey control is available for this station.
 DM5489
 DM5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4210586712(NAD 83)
 DM5489
 DM5489_MARKER: DD = SURVEY DISK
 DM5489_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5489_SP_SET: ROCK
 DM5489_STAMPING: 3803 A 5 2007
 DM5489_MARK LOGO: MNDT  
 DM5489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5489+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5489
 DM5489  HISTORY     - Date     Condition        Report By
 DM5489  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5489
 DM5489                          STATION DESCRIPTION
 DM5489
 DM5489'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5489'THE MARK IS LOCATED ABOUT 13.6 MI (21.9 KM) EAST-NORTHEAST OF
 DM5489'ISABELLA, 13.2 MI (21.2 KM) NORTH OF CRAMER AND 5.4 MI (8.7 KM) NORTH
 DM5489'OF CLEAR LAKE MINNESOTA.
 DM5489' 
 DM5489'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5489'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5489'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5489'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 3.9
 DM5489'MI (6.3 KM) NORTH ALONG COUNTY ROAD 7 TO THE JUNCTION OF COUNTY ROAD 7
 DM5489'AND FOREST ROUTE 369, THENCE 1.55 MI (2.5 KM) NORTHEAST ON COUNTY ROAD
 DM5489'7.
 DM5489' 
 DM5489'THE MARK IS FOUND 19.5 FT (5.9 M) WEST-NORTHWEST OF COUNTY ROAD 7 AND
 DM5489'1.1 FT (0.3 M) SOUTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5488 ***********************************************************************
 DM5488  DESIGNATION -  3803 A 6
 DM5488  PID         -  DM5488
 DM5488  STATE/COUNTY-  MN/LAKE
 DM5488  COUNTRY     -  US
 DM5488  USGS QUAD   -  WILSON LAKE (1981)
 DM5488
 DM5488                         *CURRENT SURVEY CONTROL
 DM5488  ______________________________________________________________________
 DM5488* NAD 83(1986) POSITION- 47 42 04.5    (N) 091 07 20.5    (W)   HD_HELD2  
 DM5488* NAVD 88 ORTHO HEIGHT -   518.987  (meters)    1702.71  (feet) ADJUSTED  
 DM5488  ______________________________________________________________________
 DM5488  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DM5488  DYNAMIC HEIGHT  -        519.072 (meters)     1702.99  (feet) COMP
 DM5488  MODELED GRAVITY -    980,759.5   (mgal)                       NAVD 88
 DM5488
 DM5488  VERT ORDER      -  SECOND    CLASS I
 DM5488
 DM5488.The horizontal coordinates were established by autonomous hand held GPS
 DM5488.observations and have an estimated accuracy of +/- 10 meters.
 DM5488.
 DM5488.The orthometric height was determined by differential leveling and
 DM5488.adjusted in June 2011.
 DM5488
 DM5488.No vertical observational check was made to the station.
 DM5488
 DM5488.The dynamic height is computed by dividing the NAVD 88
 DM5488.geopotential number by the normal gravity value computed on the
 DM5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5488.degrees latitude (g = 980.6199 gals.).
 DM5488
 DM5488.The modeled gravity was interpolated from observed gravity values.
 DM5488
 DM5488;                    North         East    Units  Estimated Accuracy
 DM5488;SPC MN N     -   235,445.      948,402.      MT  (+/- 10 meters HH2 GPS)
 DM5488
 DM5488                          SUPERSEDED SURVEY CONTROL
 DM5488
 DM5488.No superseded survey control is available for this station.
 DM5488
 DM5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4086784803(NAD 83)
 DM5488
 DM5488_MARKER: DD = SURVEY DISK
 DM5488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5488_STAMPING: 3803 A 6 2007
 DM5488_MARK LOGO: MNDT  
 DM5488_PROJECTION: RECESSED 13 CENTIMETERS
 DM5488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5488+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5488_ROD/PIPE-DEPTH:  4.6 meters
 DM5488
 DM5488  HISTORY     - Date     Condition        Report By
 DM5488  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5488
 DM5488                          STATION DESCRIPTION
 DM5488
 DM5488'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5488'THE MARK IS LOCATED ABOUT 12.3 MI (19.8 KM) EAST-NORTHEAST OF
 DM5488'ISABELLA, 12.1 MI (19.5 KM) NORTH OF CRAMER AND 4.2 MI (6.8 KM) NORTH
 DM5488'OF CLEAR LAKE MINNESOTA.
 DM5488' 
 DM5488'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5488'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5488'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5488'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 3.9
 DM5488'MI (6.3 KM) NORTH ALONG COUNTY ROAD 7 TO THE SOUTHEAST QUADRANT OF THE
 DM5488'JUNCTION OF COUNTY ROAD 7 AND FOREST ROUTE 369.
 DM5488' 
 DM5488'THE MARK IS FOUND 72.8 FT (22.2 M) SOUTH-SOUTHWEST OF COUNTY ROAD 7,
 DM5488'62.5 FT (19.1 M) NORTHEAST OF COUNTY ROAD 7 AND 1.5 FT (0.5 M)
 DM5488'NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5486 ***********************************************************************
 DM5486  DESIGNATION -  3803 A 7
 DM5486  PID         -  DM5486
 DM5486  STATE/COUNTY-  MN/LAKE
 DM5486  COUNTRY     -  US
 DM5486  USGS QUAD   -  WILSON LAKE (1981)
 DM5486
 DM5486                         *CURRENT SURVEY CONTROL
 DM5486  ______________________________________________________________________
 DM5486* NAD 83(1986) POSITION- 47 40 21.6    (N) 091 07 25.8    (W)   HD_HELD2  
 DM5486* NAVD 88 ORTHO HEIGHT -   539.783  (meters)    1770.94  (feet) ADJUSTED  
 DM5486  ______________________________________________________________________
 DM5486  GEOID HEIGHT    -        -29.11  (meters)                     GEOID09
 DM5486  DYNAMIC HEIGHT  -        539.871 (meters)     1771.23  (feet) COMP
 DM5486  MODELED GRAVITY -    980,756.9   (mgal)                       NAVD 88
 DM5486
 DM5486  VERT ORDER      -  SECOND    CLASS I
 DM5486
 DM5486.The horizontal coordinates were established by autonomous hand held GPS
 DM5486.observations and have an estimated accuracy of +/- 10 meters.
 DM5486.
 DM5486.The orthometric height was determined by differential leveling and
 DM5486.adjusted in June 2011.
 DM5486
 DM5486.No vertical observational check was made to the station.
 DM5486
 DM5486.The dynamic height is computed by dividing the NAVD 88
 DM5486.geopotential number by the normal gravity value computed on the
 DM5486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5486.degrees latitude (g = 980.6199 gals.).
 DM5486
 DM5486.The modeled gravity was interpolated from observed gravity values.
 DM5486
 DM5486;                    North         East    Units  Estimated Accuracy
 DM5486;SPC MN N     -   232,266.      948,373.      MT  (+/- 10 meters HH2 GPS)
 DM5486
 DM5486                          SUPERSEDED SURVEY CONTROL
 DM5486
 DM5486.No superseded survey control is available for this station.
 DM5486
 DM5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4083481624(NAD 83)
 DM5486
 DM5486_MARKER: DD = SURVEY DISK
 DM5486_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5486_SP_SET: ROCK
 DM5486_STAMPING: 3803 A 7 2007
 DM5486_MARK LOGO: MNDT  
 DM5486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5486+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5486
 DM5486  HISTORY     - Date     Condition        Report By
 DM5486  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5486
 DM5486                          STATION DESCRIPTION
 DM5486
 DM5486'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5486'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) EAST-NORTHEAST OF
 DM5486'ISABELLA, 10.2 MI (16.4 KM) NORTH OF CRAMER AND 2.3 MI (3.7 KM) NORTH
 DM5486'OF CLEAR LAKE MINNESOTA.
 DM5486' 
 DM5486'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5486'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5486'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5486'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 1.8
 DM5486'MI (2.9 KM) NORTH ON COUNTY ROAD 7.
 DM5486' 
 DM5486'THE MARK IS FOUND 23.5 FT (7.2 M) NORTHWEST OF COUNTY ROAD 7 AND 7.5
 DM5486'FT (2.3 M) NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5485 ***********************************************************************
 DM5485  DESIGNATION -  3803 A 8
 DM5485  PID         -  DM5485
 DM5485  STATE/COUNTY-  MN/LAKE
 DM5485  COUNTRY     -  US
 DM5485  USGS QUAD   -  WILSON LAKE (1981)
 DM5485
 DM5485                         *CURRENT SURVEY CONTROL
 DM5485  ______________________________________________________________________
 DM5485* NAD 83(1986) POSITION- 47 39 46.5    (N) 091 07 30.0    (W)   HD_HELD2  
 DM5485* NAVD 88 ORTHO HEIGHT -   539.482  (meters)    1769.95  (feet) ADJUSTED  
 DM5485  ______________________________________________________________________
 DM5485  GEOID HEIGHT    -        -29.09  (meters)                     GEOID09
 DM5485  DYNAMIC HEIGHT  -        539.569 (meters)     1770.24  (feet) COMP
 DM5485  MODELED GRAVITY -    980,756.0   (mgal)                       NAVD 88
 DM5485
 DM5485  VERT ORDER      -  SECOND    CLASS I
 DM5485
 DM5485.The horizontal coordinates were established by autonomous hand held GPS
 DM5485.observations and have an estimated accuracy of +/- 10 meters.
 DM5485.
 DM5485.The orthometric height was determined by differential leveling and
 DM5485.adjusted in June 2011.
 DM5485
 DM5485.No vertical observational check was made to the station.
 DM5485
 DM5485.The dynamic height is computed by dividing the NAVD 88
 DM5485.geopotential number by the normal gravity value computed on the
 DM5485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5485.degrees latitude (g = 980.6199 gals.).
 DM5485
 DM5485.The modeled gravity was interpolated from observed gravity values.
 DM5485
 DM5485;                    North         East    Units  Estimated Accuracy
 DM5485;SPC MN N     -   231,180.      948,313.      MT  (+/- 10 meters HH2 GPS)
 DM5485
 DM5485                          SUPERSEDED SURVEY CONTROL
 DM5485
 DM5485.No superseded survey control is available for this station.
 DM5485
 DM5485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN4077280538(NAD 83)
 DM5485
 DM5485_MARKER: DD = SURVEY DISK
 DM5485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5485_STAMPING: 3803 A 8 2007
 DM5485_MARK LOGO: MNDT  
 DM5485_PROJECTION: FLUSH
 DM5485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5485+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5485_ROD/PIPE-DEPTH:  7.6 meters
 DM5485
 DM5485  HISTORY     - Date     Condition        Report By
 DM5485  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5485
 DM5485                          STATION DESCRIPTION
 DM5485
 DM5485'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5485'THE MARK IS LOCATED ABOUT 11.2 MI (18.0 KM) EAST-NORTHEAST OF
 DM5485'ISABELLA, 9.5 MI (15.3 KM) NORTH OF CRAMER AND 1.6 MI (2.6 KM) NORTH
 DM5485'OF CLEAR LAKE MINNESOTA.
 DM5485' 
 DM5485'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5485'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 12.8 MI (20.6 KM)
 DM5485'EAST ALONG FOREST ROAD 172 (WANLESS ROAD) FROM THE JUNCTION OF TRUNK
 DM5485'HIGHWAY 1 AND FOREST ROAD 172 (WANLESS ROAD) IN ISABELLA, THENCE 1.0
 DM5485'MI (1.6 KM) NORTH ON COUNTY ROAD 7.
 DM5485' 
 DM5485'THE MARK IS FOUND 27.1 FT (8.3 M) WEST-SOUTHWEST OF COUNTY ROAD 7,
 DM5485'17.0 SOUTH-SOUTHEAST OF EXTENDED ROAD TO THE HARRIET LAKE ROAD AND 2.0
 DM5485'FT (0.6 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5484 ***********************************************************************
 DM5484  DESIGNATION -  3803 A 9
 DM5484  PID         -  DM5484
 DM5484  STATE/COUNTY-  MN/LAKE
 DM5484  COUNTRY     -  US
 DM5484  USGS QUAD   -  SILVER ISLAND LAKE (1984)
 DM5484
 DM5484                         *CURRENT SURVEY CONTROL
 DM5484  ______________________________________________________________________
 DM5484* NAD 83(1986) POSITION- 47 38 37.7    (N) 091 09 02.7    (W)   HD_HELD2  
 DM5484* NAVD 88 ORTHO HEIGHT -   542.721  (meters)    1780.58  (feet) ADJUSTED  
 DM5484  ______________________________________________________________________
 DM5484  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DM5484  DYNAMIC HEIGHT  -        542.804 (meters)     1780.85  (feet) COMP
 DM5484  MODELED GRAVITY -    980,747.4   (mgal)                       NAVD 88
 DM5484
 DM5484  VERT ORDER      -  SECOND    CLASS I
 DM5484
 DM5484.The horizontal coordinates were established by autonomous hand held GPS
 DM5484.observations and have an estimated accuracy of +/- 10 meters.
 DM5484.
 DM5484.The orthometric height was determined by differential leveling and
 DM5484.adjusted in June 2011.
 DM5484
 DM5484.No vertical observational check was made to the station.
 DM5484
 DM5484.The dynamic height is computed by dividing the NAVD 88
 DM5484.geopotential number by the normal gravity value computed on the
 DM5484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5484.degrees latitude (g = 980.6199 gals.).
 DM5484
 DM5484.The modeled gravity was interpolated from observed gravity values.
 DM5484
 DM5484;                    North         East    Units  Estimated Accuracy
 DM5484;SPC MN N     -   229,007.      946,433.      MT  (+/- 10 meters HH2 GPS)
 DM5484
 DM5484                          SUPERSEDED SURVEY CONTROL
 DM5484
 DM5484.No superseded survey control is available for this station.
 DM5484
 DM5484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3889078368(NAD 83)
 DM5484
 DM5484_MARKER: DD = SURVEY DISK
 DM5484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5484_STAMPING: 3803 A 9 2007
 DM5484_MARK LOGO: MNDT  
 DM5484_PROJECTION: FLUSH
 DM5484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5484+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DM5484_ROD/PIPE-DEPTH:  7.6 meters
 DM5484
 DM5484  HISTORY     - Date     Condition        Report By
 DM5484  HISTORY     - 20070717 MONUMENTED       MNDT
 DM5484
 DM5484                          STATION DESCRIPTION
 DM5484
 DM5484'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5484'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST OF ISABELLA, 8.5 MI
 DM5484'(13.7 KM) NORTH-NORTHWEST OF CRAMER AND 1.5 MI (2.4 KM) WEST OF CLEAR
 DM5484'LAKE MINNESOTA.
 DM5484' 
 DM5484'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5484'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 11.3 MI (18.2 KM)
 DM5484'EAST ALONG FOREST ROAD 172.
 DM5484' 
 DM5484'THE MARK IS FOUND 40.8 FT (12.4 M) SOUTHEAST OF FOREST ROAD 172, 22.2
 DM5484'FT (6.8 M) SOUTHWEST OF A GRAVEL TRAIL, OPPOSITE THE SOUTHWEST PART OF
 DM5484'ELIXIR LAKE AND 1.5 FT (0.5 M) NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5475 ***********************************************************************
 DM5475  DESIGNATION -  3803 A RESET
 DM5475  PID         -  DM5475
 DM5475  STATE/COUNTY-  MN/LAKE
 DM5475  COUNTRY     -  US
 DM5475  USGS QUAD   -  ISABELLA (1985)
 DM5475
 DM5475                         *CURRENT SURVEY CONTROL
 DM5475  ______________________________________________________________________
 DM5475* NAD 83(1986) POSITION- 47 36 29.9    (N) 091 20 45.4    (W)   HD_HELD2  
 DM5475* NAVD 88 ORTHO HEIGHT -   596.772  (meters)    1957.91  (feet) ADJUSTED  
 DM5475  ______________________________________________________________________
 DM5475  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 DM5475  DYNAMIC HEIGHT  -        596.860 (meters)     1958.20  (feet) COMP
 DM5475  MODELED GRAVITY -    980,738.6   (mgal)                       NAVD 88
 DM5475
 DM5475  VERT ORDER      -  SECOND    CLASS I
 DM5475
 DM5475.The horizontal coordinates were established by autonomous hand held GPS
 DM5475.observations and have an estimated accuracy of +/- 10 meters.
 DM5475.
 DM5475.The orthometric height was determined by differential leveling and
 DM5475.adjusted in June 2011.
 DM5475
 DM5475.The dynamic height is computed by dividing the NAVD 88
 DM5475.geopotential number by the normal gravity value computed on the
 DM5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5475.degrees latitude (g = 980.6199 gals.).
 DM5475
 DM5475.The modeled gravity was interpolated from observed gravity values.
 DM5475
 DM5475;                    North         East    Units  Estimated Accuracy
 DM5475;SPC MN N     -   224,710.      931,862.      MT  (+/- 10 meters HH2 GPS)
 DM5475
 DM5475                          SUPERSEDED SURVEY CONTROL
 DM5475
 DM5475.No superseded survey control is available for this station.
 DM5475
 DM5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2431474091(NAD 83)
 DM5475
 DM5475_MARKER: DD = SURVEY DISK
 DM5475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5475_STAMPING: 3803 A RESET 2007
 DM5475_MARK LOGO: MNDT  
 DM5475_PROJECTION: FLUSH
 DM5475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5475+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5475_ROD/PIPE-DEPTH:  9.1 meters
 DM5475
 DM5475  HISTORY     - Date     Condition        Report By
 DM5475  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5475
 DM5475                          STATION DESCRIPTION
 DM5475
 DM5475'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5475'THE MARK IS LOCATED ABOUT 13.2 MI (21.2 KM) WEST-NORTHWEST OF CRAMER,
 DM5475'10.8 MI (17.4 KM) WEST-SOUTHWEST OF CLEAR LAKE AND 0.8 MI (1.3 KM)
 DM5475'SOUTH-SOUTHEAST OF ISABELLA MINNESOTA.
 DM5475' 
 DM5475'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5475'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 0.8 MI (1.3 KM)
 DM5475'SOUTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 326.0 ON THE RIGHT.
 DM5475' 
 DM5475'THE MARK IS FOUND 171.2 FT (52.2 M) SOUTHWEST OF TRUNK HIGHWAY 1, 65.0
 DM5475'FT (19.8 M) SOUTHEAST OF PAVED ROAD TO SALT SHED NUMBER 9323/9325, 2.6
 DM5475'FT (0.8 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5464 ***********************************************************************
 DM5464  DESIGNATION -  3803 B
 DM5464  PID         -  DM5464
 DM5464  STATE/COUNTY-  MN/LAKE
 DM5464  COUNTRY     -  US
 DM5464  USGS QUAD   -  ISABELLA (1985)
 DM5464
 DM5464                         *CURRENT SURVEY CONTROL
 DM5464  ______________________________________________________________________
 DM5464* NAD 83(1986) POSITION- 47 30 26.9    (N) 091 19 27.0    (W)   HD_HELD2  
 DM5464* NAVD 88 ORTHO HEIGHT -   572.408  (meters)    1877.98  (feet) ADJUSTED  
 DM5464  ______________________________________________________________________
 DM5464  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 DM5464  DYNAMIC HEIGHT  -        572.506 (meters)     1878.30  (feet) COMP
 DM5464  MODELED GRAVITY -    980,763.8   (mgal)                       NAVD 88
 DM5464
 DM5464  VERT ORDER      -  SECOND    CLASS I
 DM5464
 DM5464.The horizontal coordinates were established by autonomous hand held GPS
 DM5464.observations and have an estimated accuracy of +/- 10 meters.
 DM5464.
 DM5464.The orthometric height was determined by differential leveling and
 DM5464.adjusted in June 2011.
 DM5464
 DM5464.The dynamic height is computed by dividing the NAVD 88
 DM5464.geopotential number by the normal gravity value computed on the
 DM5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5464.degrees latitude (g = 980.6199 gals.).
 DM5464
 DM5464.The modeled gravity was interpolated from observed gravity values.
 DM5464
 DM5464;                    North         East    Units  Estimated Accuracy
 DM5464;SPC MN N     -   213,540.      933,756.      MT  (+/- 10 meters HH2 GPS)
 DM5464
 DM5464                          SUPERSEDED SURVEY CONTROL
 DM5464
 DM5464.No superseded survey control is available for this station.
 DM5464
 DM5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2619362921(NAD 83)
 DM5464
 DM5464_MARKER: DV = VERTICAL CONTROL DISK
 DM5464_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM5464_SP_SET: TOWER BASE
 DM5464_STAMPING: 3803 B 1986
 DM5464_MARK LOGO: MNDT  
 DM5464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5464+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5464
 DM5464  HISTORY     - Date     Condition        Report By
 DM5464  HISTORY     - 1986     MONUMENTED       MNDT
 DM5464  HISTORY     - 20070718 GOOD             MNDT
 DM5464
 DM5464                          STATION DESCRIPTION
 DM5464
 DM5464'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5464'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) WEST OF CRAMER, 7.7 MI
 DM5464'(12.4 KM) SOUTH OF ISABELLA, 7.3 MI (11.7 KM) NORTH-NORTHWEST OF
 DM5464'FINLAND AND IN MURPHY CITY MINNESOTA.
 DM5464' 
 DM5464'TO REACH THE MARK FROM THE RAILROAD CROSSING AT MURPHY CITY, GO 0.05
 DM5464'MI (0.1 KM) SOUTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 333.40 TO THE
 DM5464'MARK ON THE RIGHT.
 DM5464' 
 DM5464'THE MARK IS FOUND 234 FT (71.3 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 1,
 DM5464'IN SOUTHEAST BASE OF HIGH TENSION TOWER IN SOUTHEAST CORNER, 143 FT
 DM5464'(43.6 M) SOUTHWEST OF SOUTH RAIL OF RAILROAD TRACKS AND 3.7 FT (1.1 M)
 DM5464'NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5448 ***********************************************************************
 DM5448  DESIGNATION -  3803 E
 DM5448  PID         -  DM5448
 DM5448  STATE/COUNTY-  MN/LAKE
 DM5448  COUNTRY     -  US
 DM5448  USGS QUAD   -  FINLAND (1976)
 DM5448
 DM5448                         *CURRENT SURVEY CONTROL
 DM5448  ______________________________________________________________________
 DM5448* NAD 83(1986) POSITION- 47 24 52.4    (N) 091 14 46.0    (W)   HD_HELD2  
 DM5448* NAVD 88 ORTHO HEIGHT -   398.248  (meters)    1306.59  (feet) ADJUSTED  
 DM5448  ______________________________________________________________________
 DM5448  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DM5448  DYNAMIC HEIGHT  -        398.323 (meters)     1306.83  (feet) COMP
 DM5448  MODELED GRAVITY -    980,787.5   (mgal)                       NAVD 88
 DM5448
 DM5448  VERT ORDER      -  SECOND    CLASS I
 DM5448
 DM5448.The horizontal coordinates were established by autonomous hand held GPS
 DM5448.observations and have an estimated accuracy of +/- 10 meters.
 DM5448.
 DM5448.The orthometric height was determined by differential leveling and
 DM5448.adjusted in June 2011.
 DM5448
 DM5448.The dynamic height is computed by dividing the NAVD 88
 DM5448.geopotential number by the normal gravity value computed on the
 DM5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5448.degrees latitude (g = 980.6199 gals.).
 DM5448
 DM5448.The modeled gravity was interpolated from observed gravity values.
 DM5448
 DM5448;                    North         East    Units  Estimated Accuracy
 DM5448;SPC MN N     -   203,352.      939,882.      MT  (+/- 10 meters HH2 GPS)
 DM5448
 DM5448                          SUPERSEDED SURVEY CONTROL
 DM5448
 DM5448.No superseded survey control is available for this station.
 DM5448
 DM5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3230352724(NAD 83)
 DM5448
 DM5448_MARKER: DV = VERTICAL CONTROL DISK
 DM5448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5448_SP_SET: BRIDGE JERSEY BARRIER
 DM5448_STAMPING: 3803 E
 DM5448_MARK LOGO: MNDT  
 DM5448_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5448+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5448
 DM5448  HISTORY     - Date     Condition        Report By
 DM5448  HISTORY     - 1993     MONUMENTED       MNDT
 DM5448  HISTORY     - 20070718 GOOD             MNDT
 DM5448
 DM5448                          STATION DESCRIPTION
 DM5448
 DM5448'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5448'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF LITTLE MARAIS, 5.4
 DM5448'MI (8.7 KM) NORTH-NORTHWEST OF ILLGEN CITY AND IN THE TOWN OF FINLAND
 DM5448'MINNESOTA.
 DM5448' 
 DM5448'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 1 AND THE BAPTISM RIVER
 DM5448'BRIDGE IN FINLAND.
 DM5448' 
 DM5448'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE
 DM5448'NUMBER 38002 OVER THE WEST BRANCH OF THE BAPTISM RIVER ATOP THE
 DM5448'BRIDGE'S EASTERN JERSEY BARRIER AND 20.5 FT (6.2 M) EAST OF TRUNK
 DM5448'HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5449 ***********************************************************************
 DM5449  DESIGNATION -  3803 E 1
 DM5449  PID         -  DM5449
 DM5449  STATE/COUNTY-  MN/LAKE
 DM5449  COUNTRY     -  US
 DM5449  USGS QUAD   -  FINLAND (1976)
 DM5449
 DM5449                         *CURRENT SURVEY CONTROL
 DM5449  ______________________________________________________________________
 DM5449* NAD 83(1986) POSITION- 47 25 50.6    (N) 091 13 38.6    (W)   HD_HELD2  
 DM5449* NAVD 88 ORTHO HEIGHT -   407.362  (meters)    1336.49  (feet) ADJUSTED  
 DM5449  ______________________________________________________________________
 DM5449  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 DM5449  DYNAMIC HEIGHT  -        407.439 (meters)     1336.74  (feet) COMP
 DM5449  MODELED GRAVITY -    980,787.8   (mgal)                       NAVD 88
 DM5449
 DM5449  VERT ORDER      -  SECOND    CLASS I
 DM5449
 DM5449.The horizontal coordinates were established by autonomous hand held GPS
 DM5449.observations and have an estimated accuracy of +/- 10 meters.
 DM5449.
 DM5449.The orthometric height was determined by differential leveling and
 DM5449.adjusted in June 2011.
 DM5449
 DM5449.No vertical observational check was made to the station.
 DM5449
 DM5449.The dynamic height is computed by dividing the NAVD 88
 DM5449.geopotential number by the normal gravity value computed on the
 DM5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5449.degrees latitude (g = 980.6199 gals.).
 DM5449
 DM5449.The modeled gravity was interpolated from observed gravity values.
 DM5449
 DM5449;                    North         East    Units  Estimated Accuracy
 DM5449;SPC MN N     -   205,182.      941,251.      MT  (+/- 10 meters HH2 GPS)
 DM5449
 DM5449                          SUPERSEDED SURVEY CONTROL
 DM5449
 DM5449.No superseded survey control is available for this station.
 DM5449
 DM5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3367554553(NAD 83)
 DM5449
 DM5449_MARKER: DD = SURVEY DISK
 DM5449_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM5449+WITH SETTING: INFORMATION.
 DM5449_STAMPING: 3803 E 1 2007
 DM5449_MARK LOGO: MNDT  
 DM5449_PROJECTION: PROJECTING 5 CENTIMETERS
 DM5449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5449+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5449_ROD/PIPE-DEPTH:  2.1 meters
 DM5449
 DM5449  HISTORY     - Date     Condition        Report By
 DM5449  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5449
 DM5449                          STATION DESCRIPTION
 DM5449
 DM5449'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5449'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHWEST OF ILLGEN
 DM5449'CITY, 5.7 MI (9.2 KM) WEST-NORTHWEST OF LITTLE MARAIS AND 1.5 MI (2.4
 DM5449'KM) NORTHEAST OF FINLAND MINNESOTA.
 DM5449' 
 DM5449'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 7/CRAMER ROAD AND
 DM5449'TRUNK HIGHWAY 1 IN FINLAND, GO 1.3 MI (2.1 KM) NORTHEAST ALONG COUNTY
 DM5449'ROAD 7 TO THE MARK ON THE LEFT.
 DM5449' 
 DM5449'THE MARK IS FOUND 68.0 FT (20.7 M) SOUTHWEST AIR BASE ROAD, 58.0 FT
 DM5449'(17.7 M) NORTHWEST OF COUNTY ROAD 7 AND 1.7 FT (0.5 M) SOUTHEAST OF
 DM5449'ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5450 ***********************************************************************
 DM5450  DESIGNATION -  3803 E 2
 DM5450  PID         -  DM5450
 DM5450  STATE/COUNTY-  MN/LAKE
 DM5450  COUNTRY     -  US
 DM5450  USGS QUAD   -  FINLAND (1976)
 DM5450
 DM5450                         *CURRENT SURVEY CONTROL
 DM5450  ______________________________________________________________________
 DM5450* NAD 83(1986) POSITION- 47 26 04.5    (N) 091 13 38.0    (W)   HD_HELD2  
 DM5450* NAVD 88 ORTHO HEIGHT -   432.722  (meters)    1419.69  (feet) ADJUSTED  
 DM5450  ______________________________________________________________________
 DM5450  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 DM5450  DYNAMIC HEIGHT  -        432.802 (meters)     1419.95  (feet) COMP
 DM5450  MODELED GRAVITY -    980,783.9   (mgal)                       NAVD 88
 DM5450
 DM5450  VERT ORDER      -  SECOND    CLASS I
 DM5450
 DM5450.The horizontal coordinates were established by autonomous hand held GPS
 DM5450.observations and have an estimated accuracy of +/- 10 meters.
 DM5450.
 DM5450.The orthometric height was determined by differential leveling and
 DM5450.adjusted in June 2011.
 DM5450
 DM5450.No vertical observational check was made to the station.
 DM5450
 DM5450.The dynamic height is computed by dividing the NAVD 88
 DM5450.geopotential number by the normal gravity value computed on the
 DM5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5450.degrees latitude (g = 980.6199 gals.).
 DM5450
 DM5450.The modeled gravity was interpolated from observed gravity values.
 DM5450
 DM5450;                    North         East    Units  Estimated Accuracy
 DM5450;SPC MN N     -   205,612.      941,253.      MT  (+/- 10 meters HH2 GPS)
 DM5450
 DM5450                          SUPERSEDED SURVEY CONTROL
 DM5450
 DM5450.No superseded survey control is available for this station.
 DM5450
 DM5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3367754982(NAD 83)
 DM5450
 DM5450_MARKER: DD = SURVEY DISK
 DM5450_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5450_SP_SET: ROCK
 DM5450_STAMPING: 3803 E 2 2007
 DM5450_MARK LOGO: MNDT  
 DM5450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5450+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5450
 DM5450  HISTORY     - Date     Condition        Report By
 DM5450  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5450
 DM5450                          STATION DESCRIPTION
 DM5450
 DM5450'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5450'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF ILLGEN
 DM5450'CITY, 5.7 MI (9.2 KM) WEST-NORTHWEST OF LITTLE MARAIS AND 1.7 MI (2.7
 DM5450'KM) NORTHEAST OF FINLAND MINNESOTA.
 DM5450' 
 DM5450'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND COUNTY ROAD
 DM5450'7 IN FINLAND, GO 1.3 MI (2.1 KM) NORTHEAST ALONG COUNTY ROAD 7/CRAMER
 DM5450'ROAD, THENCE 0.3 MI (0.5 KM) NORTHERLY ON AIR BASE ROAD TO THE MARK ON
 DM5450'THE RIGHT.
 DM5450' 
 DM5450'THE MARK IS FOUND 63.9 FT (19.5 M) NORTHEAST AIR BASE ROAD, 67.0 FT
 DM5450'(20.4 M) SOUTHWEST OF A POWER POLE WITH GUY WIRE AND 5.0 FT (1.5 M)
 DM5450'WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5451 ***********************************************************************
 DM5451  DESIGNATION -  3803 F RESET
 DM5451  PID         -  DM5451
 DM5451  STATE/COUNTY-  MN/LAKE
 DM5451  COUNTRY     -  US
 DM5451  USGS QUAD   -  DOYLE LAKE (1985)
 DM5451
 DM5451                         *CURRENT SURVEY CONTROL
 DM5451  ______________________________________________________________________
 DM5451* NAD 83(1986) POSITION- 47 25 24.9    (N) 091 15 24.6    (W)   HD_HELD2  
 DM5451* NAVD 88 ORTHO HEIGHT -   417.457  (meters)    1369.61  (feet) ADJUSTED  
 DM5451  ______________________________________________________________________
 DM5451  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 DM5451  DYNAMIC HEIGHT  -        417.535 (meters)     1369.86  (feet) COMP
 DM5451  MODELED GRAVITY -    980,785.9   (mgal)                       NAVD 88
 DM5451
 DM5451  VERT ORDER      -  SECOND    CLASS I
 DM5451
 DM5451.The horizontal coordinates were established by autonomous hand held GPS
 DM5451.observations and have an estimated accuracy of +/- 10 meters.
 DM5451.
 DM5451.The orthometric height was determined by differential leveling and
 DM5451.adjusted in June 2011.
 DM5451
 DM5451.The dynamic height is computed by dividing the NAVD 88
 DM5451.geopotential number by the normal gravity value computed on the
 DM5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5451.degrees latitude (g = 980.6199 gals.).
 DM5451
 DM5451.The modeled gravity was interpolated from observed gravity values.
 DM5451
 DM5451;                    North         East    Units  Estimated Accuracy
 DM5451;SPC MN N     -   204,336.      939,049.      MT  (+/- 10 meters HH2 GPS)
 DM5451
 DM5451                          SUPERSEDED SURVEY CONTROL
 DM5451
 DM5451.No superseded survey control is available for this station.
 DM5451
 DM5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3147253710(NAD 83)
 DM5451
 DM5451_MARKER: DV = VERTICAL CONTROL DISK
 DM5451_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM5451+WITH SETTING: INFORMATION.
 DM5451_STAMPING: 3803 F RESET 1989
 DM5451_MARK LOGO: MNDT  
 DM5451_PROJECTION: FLUSH
 DM5451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5451+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5451_ROD/PIPE-DEPTH:  2.9 meters
 DM5451
 DM5451  HISTORY     - Date     Condition        Report By
 DM5451  HISTORY     - 1989     MONUMENTED       MNDT
 DM5451  HISTORY     - 20070718 GOOD             MNDT
 DM5451
 DM5451                          STATION DESCRIPTION
 DM5451
 DM5451'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5451'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) WEST OF LITTLE MARAIS, 6.1
 DM5451'MI (9.8 KM) NORTH-NORTHWEST OF ILLGEN CITY AND 0.7 MI (1.1 KM)
 DM5451'NORTH-NORTHWEST OF FINLAND MINNESOTA.
 DM5451' 
 DM5451'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND BAPTISM
 DM5451'RIVER BRIDGE IN FINLAND, GO 0.85 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY
 DM5451'1 TO MILE POINT 340.5 AND MARK ON THE LEFT.
 DM5451' 
 DM5451'THE MARK IS FOUND 95 FT (29.0 M) SOUTHWEST OF TRUNK HIGHWAY 1, 18 FT
 DM5451'(5.5 M) WEST OF SALVESON ROAD, 2.9 FT (0.9 M) SOUTH-SOUTHWEST OF A
 DM5451'POWER POLE, 10.2 FT (3.1 M) SOUTH-SOUTHEAST OF A TELEPHONE CABLE
 DM5451'MARKER POST AND 1.0 FT (0.3 M) NORTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5452 ***********************************************************************
 DM5452  DESIGNATION -  3803 G
 DM5452  PID         -  DM5452
 DM5452  STATE/COUNTY-  MN/LAKE
 DM5452  COUNTRY     -  US
 DM5452  USGS QUAD   -  DOYLE LAKE (1985)
 DM5452
 DM5452                         *CURRENT SURVEY CONTROL
 DM5452  ______________________________________________________________________
 DM5452* NAD 83(1986) POSITION- 47 25 44.5    (N) 091 16 03.1    (W)   HD_HELD2  
 DM5452* NAVD 88 ORTHO HEIGHT -   422.765  (meters)    1387.02  (feet) ADJUSTED  
 DM5452  ______________________________________________________________________
 DM5452  GEOID HEIGHT    -        -28.65  (meters)                     GEOID09
 DM5452  DYNAMIC HEIGHT  -        422.843 (meters)     1387.28  (feet) COMP
 DM5452  MODELED GRAVITY -    980,783.1   (mgal)                       NAVD 88
 DM5452
 DM5452  VERT ORDER      -  SECOND    CLASS I
 DM5452
 DM5452.The horizontal coordinates were established by autonomous hand held GPS
 DM5452.observations and have an estimated accuracy of +/- 10 meters.
 DM5452.
 DM5452.The orthometric height was determined by differential leveling and
 DM5452.adjusted in June 2011.
 DM5452
 DM5452.The dynamic height is computed by dividing the NAVD 88
 DM5452.geopotential number by the normal gravity value computed on the
 DM5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5452.degrees latitude (g = 980.6199 gals.).
 DM5452
 DM5452.The modeled gravity was interpolated from observed gravity values.
 DM5452
 DM5452;                    North         East    Units  Estimated Accuracy
 DM5452;SPC MN N     -   204,922.      938,228.      MT  (+/- 10 meters HH2 GPS)
 DM5452
 DM5452                          SUPERSEDED SURVEY CONTROL
 DM5452
 DM5452.No superseded survey control is available for this station.
 DM5452
 DM5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3065254297(NAD 83)
 DM5452
 DM5452_MARKER: DV = VERTICAL CONTROL DISK
 DM5452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5452_STAMPING: 3803 G 1986
 DM5452_MARK LOGO: MNDT  
 DM5452_PROJECTION: PROJECTING 15 CENTIMETERS
 DM5452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5452+STABILITY: SURFACE MOTION
 DM5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5452+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5452_ROD/PIPE-DEPTH:  3.4 meters
 DM5452
 DM5452  HISTORY     - Date     Condition        Report By
 DM5452  HISTORY     - 1986     MONUMENTED       MNDT
 DM5452  HISTORY     - 20070718 GOOD             MNDT
 DM5452
 DM5452                          STATION DESCRIPTION
 DM5452
 DM5452'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5452'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF LITTLE MARAIS, 6.8
 DM5452'MI (10.9 KM) NORTH-NORTHWEST OF ILLGEN CITY AND 1.3 MI (2.1 KM)
 DM5452'NORTHWEST OF FINLAND MINNESOTA.
 DM5452' 
 DM5452'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND BAPTISM
 DM5452'RIVER BRIDGE IN FINLAND, GO 1.45 MI (2.3 KM) NORTH ALONG TRUNK HIGHWAY
 DM5452'1 TO MILE POINT 339.90 AND MARK ON THE LEFT.
 DM5452' 
 DM5452'THE MARK IS FOUND 56.2 FT (17.1 M) SOUTHWEST OF TRUNK HIGHWAY 1, 20 FT
 DM5452'(6.1 M) SOUTHEAST OF A GRAVEL ROAD AND 0.70 FT (0.2 M) NORTHWEST OF
 DM5452'ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5454 ***********************************************************************
 DM5454  DESIGNATION -  3803 H
 DM5454  PID         -  DM5454
 DM5454  STATE/COUNTY-  MN/LAKE
 DM5454  COUNTRY     -  US
 DM5454  USGS QUAD   -  DOYLE LAKE (1985)
 DM5454
 DM5454                         *CURRENT SURVEY CONTROL
 DM5454  ______________________________________________________________________
 DM5454* NAD 83(1986) POSITION- 47 26 08.8    (N) 091 16 40.3    (W)   HD_HELD2  
 DM5454* NAVD 88 ORTHO HEIGHT -   438.984  (meters)    1440.23  (feet) ADJUSTED  
 DM5454  ______________________________________________________________________
 DM5454  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 DM5454  DYNAMIC HEIGHT  -        439.065 (meters)     1440.50  (feet) COMP
 DM5454  MODELED GRAVITY -    980,782.4   (mgal)                       NAVD 88
 DM5454
 DM5454  VERT ORDER      -  SECOND    CLASS I
 DM5454
 DM5454.The horizontal coordinates were established by autonomous hand held GPS
 DM5454.observations and have an estimated accuracy of +/- 10 meters.
 DM5454.
 DM5454.The orthometric height was determined by differential leveling and
 DM5454.adjusted in June 2011.
 DM5454
 DM5454.The dynamic height is computed by dividing the NAVD 88
 DM5454.geopotential number by the normal gravity value computed on the
 DM5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5454.degrees latitude (g = 980.6199 gals.).
 DM5454
 DM5454.The modeled gravity was interpolated from observed gravity values.
 DM5454
 DM5454;                    North         East    Units  Estimated Accuracy
 DM5454;SPC MN N     -   205,653.      937,431.      MT  (+/- 10 meters HH2 GPS)
 DM5454
 DM5454                          SUPERSEDED SURVEY CONTROL
 DM5454
 DM5454.No superseded survey control is available for this station.
 DM5454
 DM5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2985655029(NAD 83)
 DM5454
 DM5454_MARKER: DV = VERTICAL CONTROL DISK
 DM5454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5454_STAMPING: 3803 H 1986
 DM5454_MARK LOGO: MNDT  
 DM5454_PROJECTION: FLUSH
 DM5454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5454+STABILITY: SURFACE MOTION
 DM5454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5454+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5454_ROD/PIPE-DEPTH:  3.7 meters
 DM5454
 DM5454  HISTORY     - Date     Condition        Report By
 DM5454  HISTORY     - 1986     MONUMENTED       MNDT
 DM5454  HISTORY     - 20070718 GOOD             MNDT
 DM5454
 DM5454                          STATION DESCRIPTION
 DM5454
 DM5454'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5454'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF LITTLE
 DM5454'MARAIS, 7.4 MI (11.9 KM) NORTHWEST OF ILLGEN CITY AND 2.0 MI (3.2 KM)
 DM5454'NORTHWEST OF FINLAND MINNESOTA.
 DM5454' 
 DM5454'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND BAPTISM
 DM5454'RIVER BRIDGE IN FINLAND, GO 2.15 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY
 DM5454'1 TO MILE POINT 339.20 AND MARK ON THE LEFT.
 DM5454' 
 DM5454'THE MARK IS FOUND 49.5 FT (15.1 M) SOUTHWEST OF TRUNK HIGHWAY 1 AND
 DM5454'1.1 FT (0.3 M) EAST-NORTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5453 ***********************************************************************
 DM5453  DESIGNATION -  3803 H RESET
 DM5453  PID         -  DM5453
 DM5453  STATE/COUNTY-  MN/LAKE
 DM5453  COUNTRY     -  US
 DM5453  USGS QUAD   -  DOYLE LAKE (1985)
 DM5453
 DM5453                         *CURRENT SURVEY CONTROL
 DM5453  ______________________________________________________________________
 DM5453* NAD 83(1986) POSITION- 47 26 08.6    (N) 091 16 40.2    (W)   HD_HELD2  
 DM5453* NAVD 88 ORTHO HEIGHT -   438.637  (meters)    1439.09  (feet) ADJUSTED  
 DM5453  ______________________________________________________________________
 DM5453  GEOID HEIGHT    -        -28.60  (meters)                     GEOID09
 DM5453  DYNAMIC HEIGHT  -        438.718 (meters)     1439.36  (feet) COMP
 DM5453  MODELED GRAVITY -    980,782.4   (mgal)                       NAVD 88
 DM5453
 DM5453  VERT ORDER      -  SECOND    CLASS I
 DM5453
 DM5453.The horizontal coordinates were established by autonomous hand held GPS
 DM5453.observations and have an estimated accuracy of +/- 10 meters.
 DM5453.
 DM5453.The orthometric height was determined by differential leveling and
 DM5453.adjusted in June 2011.
 DM5453
 DM5453.The dynamic height is computed by dividing the NAVD 88
 DM5453.geopotential number by the normal gravity value computed on the
 DM5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5453.degrees latitude (g = 980.6199 gals.).
 DM5453
 DM5453.The modeled gravity was interpolated from observed gravity values.
 DM5453
 DM5453;                    North         East    Units  Estimated Accuracy
 DM5453;SPC MN N     -   205,647.      937,433.      MT  (+/- 10 meters HH2 GPS)
 DM5453
 DM5453                          SUPERSEDED SURVEY CONTROL
 DM5453
 DM5453.No superseded survey control is available for this station.
 DM5453
 DM5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2985855023(NAD 83)
 DM5453
 DM5453_MARKER: DV = VERTICAL CONTROL DISK
 DM5453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5453_STAMPING: 3803 H RESET 1989
 DM5453_MARK LOGO: MNDT  
 DM5453_PROJECTION: FLUSH
 DM5453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5453+STABILITY: SURFACE MOTION
 DM5453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5453+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DM5453_ROD/PIPE-DEPTH:  3.7 meters
 DM5453
 DM5453  HISTORY     - Date     Condition        Report By
 DM5453  HISTORY     - 1989     MONUMENTED       MNDT
 DM5453  HISTORY     - 20070719 GOOD             MNDT
 DM5453
 DM5453                          STATION DESCRIPTION
 DM5453
 DM5453'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5453'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) WEST-NORTHWEST OF LITTLE
 DM5453'MARAIS, 7.4 MI (11.9 KM) NORTHWEST OF ILLGEN CITY AND 2.0 MI (3.2 KM)
 DM5453'NORTHWEST OF FINLAND MINNESOTA.
 DM5453' 
 DM5453'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND BAPTISM
 DM5453'RIVER BRIDGE IN FINLAND, GO 2.1 MI (3.4 KM) NORTH ALONG TRUNK HIGHWAY
 DM5453'1 TO MILE POINT 339.20 AND MARK ON THE LEFT.
 DM5453' 
 DM5453'THE MARK IS FOUND 79 FT (24.1 M) SOUTHWEST OF TRUNK HIGHWAY 1, 31 FT
 DM5453'(9.4 M) SOUTH OF TRAIL WEST AND 1.0 FT (0.3 M) NORTHEAST OF ITS
 DM5453'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5455 ***********************************************************************
 DM5455  DESIGNATION -  3803 J
 DM5455  PID         -  DM5455
 DM5455  STATE/COUNTY-  MN/LAKE
 DM5455  COUNTRY     -  US
 DM5455  USGS QUAD   -  DOYLE LAKE (1985)
 DM5455
 DM5455                         *CURRENT SURVEY CONTROL
 DM5455  ______________________________________________________________________
 DM5455* NAD 83(1986) POSITION- 47 26 39.3    (N) 091 16 55.8    (W)   HD_HELD2  
 DM5455* NAVD 88 ORTHO HEIGHT -   457.104  (meters)    1499.68  (feet) ADJUSTED  
 DM5455  ______________________________________________________________________
 DM5455  GEOID HEIGHT    -        -28.57  (meters)                     GEOID09
 DM5455  DYNAMIC HEIGHT  -        457.189 (meters)     1499.96  (feet) COMP
 DM5455  MODELED GRAVITY -    980,783.6   (mgal)                       NAVD 88
 DM5455
 DM5455  VERT ORDER      -  SECOND    CLASS I
 DM5455
 DM5455.The horizontal coordinates were established by autonomous hand held GPS
 DM5455.observations and have an estimated accuracy of +/- 10 meters.
 DM5455.
 DM5455.The orthometric height was determined by differential leveling and
 DM5455.adjusted in June 2011.
 DM5455
 DM5455.The dynamic height is computed by dividing the NAVD 88
 DM5455.geopotential number by the normal gravity value computed on the
 DM5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5455.degrees latitude (g = 980.6199 gals.).
 DM5455
 DM5455.The modeled gravity was interpolated from observed gravity values.
 DM5455
 DM5455;                    North         East    Units  Estimated Accuracy
 DM5455;SPC MN N     -   206,587.      937,084.      MT  (+/- 10 meters HH2 GPS)
 DM5455
 DM5455                          SUPERSEDED SURVEY CONTROL
 DM5455
 DM5455.No superseded survey control is available for this station.
 DM5455
 DM5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2951155964(NAD 83)
 DM5455
 DM5455_MARKER: DV = VERTICAL CONTROL DISK
 DM5455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5455_STAMPING: 3803 J 1986
 DM5455_MARK LOGO: MNDT  
 DM5455_PROJECTION: FLUSH
 DM5455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5455+STABILITY: SURFACE MOTION
 DM5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5455+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5455_ROD/PIPE-DEPTH:  3.0 meters
 DM5455
 DM5455  HISTORY     - Date     Condition        Report By
 DM5455  HISTORY     - 1986     MONUMENTED       MNDT
 DM5455  HISTORY     - 20070718 GOOD             MNDT
 DM5455
 DM5455                          STATION DESCRIPTION
 DM5455
 DM5455'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5455'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) WEST-NORTHWEST OF LITTLE
 DM5455'MARAIS, 8.0 MI (12.9 KM) NORTH-NORTHWEST OF ILLGEN CITY AND 2.6 MI
 DM5455'(4.2 KM) NORTHWEST OF FINLAND MINNESOTA.
 DM5455' 
 DM5455'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND THE BAPTISM
 DM5455'RIVER BRIDGE IN FINLAND, GO 2.8 MI (4.5 KM) NORTHWEST ALONG TRUNK
 DM5455'HIGHWAY 1 TO MILE POINT 338.6 AND THE MARK ON THE RIGHT.
 DM5455' 
 DM5455'THE MARK IS FOUND 130 FT (39.6 M) NORTHWEST OF NORTH FACE OF LARGE
 DM5455'BOULDER, 91 FT (27.7 M) NORTH-NORTHWEST OF DRIVEWAY NUMBER 7102, 58 FT
 DM5455'(17.7 M) EAST-NORTHEAST OF TRUNK HIGHWAY 1 AND 11.6 FT (3.5 M)
 DM5455'NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5469 ***********************************************************************
 DM5469  DESIGNATION -  3803 L
 DM5469  PID         -  DM5469
 DM5469  STATE/COUNTY-  MN/LAKE
 DM5469  COUNTRY     -  US
 DM5469  USGS QUAD   -  ISABELLA (1985)
 DM5469
 DM5469                         *CURRENT SURVEY CONTROL
 DM5469  ______________________________________________________________________
 DM5469* NAD 83(1986) POSITION- 47 31 55.3    (N) 091 20 32.6    (W)   HD_HELD2  
 DM5469* NAVD 88 ORTHO HEIGHT -   597.158  (meters)    1959.18  (feet) ADJUSTED  
 DM5469  ______________________________________________________________________
 DM5469  GEOID HEIGHT    -        -28.51  (meters)                     GEOID09
 DM5469  DYNAMIC HEIGHT  -        597.255 (meters)     1959.49  (feet) COMP
 DM5469  MODELED GRAVITY -    980,752.8   (mgal)                       NAVD 88
 DM5469
 DM5469  VERT ORDER      -  SECOND    CLASS I
 DM5469
 DM5469.The horizontal coordinates were established by autonomous hand held GPS
 DM5469.observations and have an estimated accuracy of +/- 10 meters.
 DM5469.
 DM5469.The orthometric height was determined by differential leveling and
 DM5469.adjusted in June 2011.
 DM5469
 DM5469.The dynamic height is computed by dividing the NAVD 88
 DM5469.geopotential number by the normal gravity value computed on the
 DM5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5469.degrees latitude (g = 980.6199 gals.).
 DM5469
 DM5469.The modeled gravity was interpolated from observed gravity values.
 DM5469
 DM5469;                    North         East    Units  Estimated Accuracy
 DM5469;SPC MN N     -   216,238.      932,322.      MT  (+/- 10 meters HH2 GPS)
 DM5469
 DM5469                          SUPERSEDED SURVEY CONTROL
 DM5469
 DM5469.No superseded survey control is available for this station.
 DM5469
 DM5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2476265620(NAD 83)
 DM5469
 DM5469_MARKER: DV = VERTICAL CONTROL DISK
 DM5469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5469_STAMPING: 3803 L 1986
 DM5469_MARK LOGO: MNDT  
 DM5469_PROJECTION: PROJECTING 8 CENTIMETERS
 DM5469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5469+STABILITY: SURFACE MOTION
 DM5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5469+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DM5469_ROD/PIPE-DEPTH:  3.7 meters
 DM5469
 DM5469  HISTORY     - Date     Condition        Report By
 DM5469  HISTORY     - 1986     MONUMENTED       MNDT
 DM5469  HISTORY     - 20070719 GOOD             MNDT
 DM5469
 DM5469                          STATION DESCRIPTION
 DM5469
 DM5469'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5469'THE MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) EAST-NORTHEAST OF WHYTE,
 DM5469'9.2 MI (14.8 KM) NORTH-NORTHWEST OF FINLAND, 5.9 MI (9.5 KM) SOUTH OF
 DM5469'ISABELLA AND 2.0 MI (3.2 KM) NORTH OF MURPHY CITY MINNESOTA.
 DM5469' 
 DM5469'TO REACH THE MARK FROM THE RAILROAD CROSSING AT MURPHY CITY, GO 2.05
 DM5469'MI (3.3 KM) NORTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 331.40.
 DM5469' 
 DM5469'THE MARK IS FOUND 45 FT (13.7 M) WEST OF TRUNK HIGHWAY 1, 11.5 FT (3.5
 DM5469'M) NORTH OF TRAIL AND 1.8 FT (0.5 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5470 ***********************************************************************
 DM5470  DESIGNATION -  3803 M
 DM5470  PID         -  DM5470
 DM5470  STATE/COUNTY-  MN/LAKE
 DM5470  COUNTRY     -  US
 DM5470  USGS QUAD   -  ISABELLA (1985)
 DM5470
 DM5470                         *CURRENT SURVEY CONTROL
 DM5470  ______________________________________________________________________
 DM5470* NAD 83(1986) POSITION- 47 32 26.0    (N) 091 20 30.9    (W)   HD_HELD2  
 DM5470* NAVD 88 ORTHO HEIGHT -   613.237  (meters)    2011.93  (feet) ADJUSTED  
 DM5470  ______________________________________________________________________
 DM5470  GEOID HEIGHT    -        -28.54  (meters)                     GEOID09
 DM5470  DYNAMIC HEIGHT  -        613.334 (meters)     2012.25  (feet) COMP
 DM5470  MODELED GRAVITY -    980,749.5   (mgal)                       NAVD 88
 DM5470
 DM5470  VERT ORDER      -  SECOND    CLASS I
 DM5470
 DM5470.The horizontal coordinates were established by autonomous hand held GPS
 DM5470.observations and have an estimated accuracy of +/- 10 meters.
 DM5470.
 DM5470.The orthometric height was determined by differential leveling and
 DM5470.adjusted in June 2011.
 DM5470
 DM5470.The dynamic height is computed by dividing the NAVD 88
 DM5470.geopotential number by the normal gravity value computed on the
 DM5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5470.degrees latitude (g = 980.6199 gals.).
 DM5470
 DM5470.The modeled gravity was interpolated from observed gravity values.
 DM5470
 DM5470;                    North         East    Units  Estimated Accuracy
 DM5470;SPC MN N     -   217,187.      932,336.      MT  (+/- 10 meters HH2 GPS)
 DM5470
 DM5470                          SUPERSEDED SURVEY CONTROL
 DM5470
 DM5470.No superseded survey control is available for this station.
 DM5470
 DM5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2477866569(NAD 83)
 DM5470
 DM5470_MARKER: DV = VERTICAL CONTROL DISK
 DM5470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5470_STAMPING: 3803 M 1986
 DM5470_MARK LOGO: MNDT  
 DM5470_PROJECTION: PROJECTING 3 CENTIMETERS
 DM5470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5470+STABILITY: SURFACE MOTION
 DM5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5470+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DM5470_ROD/PIPE-DEPTH:  3.7 meters
 DM5470
 DM5470  HISTORY     - Date     Condition        Report By
 DM5470  HISTORY     - 1986     MONUMENTED       MNDT
 DM5470  HISTORY     - 20070719 GOOD             MNDT
 DM5470
 DM5470                          STATION DESCRIPTION
 DM5470
 DM5470'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5470'THE MARK IS LOCATED ABOUT 11.8 MI (19.0 KM) WEST OF CRAMER, 9.7 MI
 DM5470'(15.6 KM) NORTH-NORTHWEST OF FINLAND, 5.3 MI (8.5 KM) SOUTH OF
 DM5470'ISABELLA AND THE MARK IS 2.5 MI (4.0 KM) NORTH OF MURPHY CITY
 DM5470'MINNESOTA.
 DM5470' 
 DM5470'TO REACH THE MARK FROM THE RAILROAD CROSSING AT MURPHY CITY, GO 2.65
 DM5470'MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 330.80.
 DM5470' 
 DM5470'THE MARK IS FOUND 87 FT (26.5 M) SOUTH OF GRAVEL ROAD NUMBERED 8320,
 DM5470'66.5 FT (20.3 M) EAST OF TRUNK HIGHWAY 1 AND 1.6 FT (0.5 M) WEST OF
 DM5470'ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5471 ***********************************************************************
 DM5471  DESIGNATION -  3803 N
 DM5471  PID         -  DM5471
 DM5471  STATE/COUNTY-  MN/LAKE
 DM5471  COUNTRY     -  US
 DM5471  USGS QUAD   -  ISABELLA (1985)
 DM5471
 DM5471                         *CURRENT SURVEY CONTROL
 DM5471  ______________________________________________________________________
 DM5471* NAD 83(1986) POSITION- 47 33 27.7    (N) 091 20 32.3    (W)   HD_HELD2  
 DM5471* NAVD 88 ORTHO HEIGHT -   618.659  (meters)    2029.72  (feet) ADJUSTED  
 DM5471  ______________________________________________________________________
 DM5471  GEOID HEIGHT    -        -28.59  (meters)                     GEOID09
 DM5471  DYNAMIC HEIGHT  -        618.753 (meters)     2030.03  (feet) COMP
 DM5471  MODELED GRAVITY -    980,742.9   (mgal)                       NAVD 88
 DM5471
 DM5471  VERT ORDER      -  SECOND    CLASS I
 DM5471
 DM5471.The horizontal coordinates were established by autonomous hand held GPS
 DM5471.observations and have an estimated accuracy of +/- 10 meters.
 DM5471.
 DM5471.The orthometric height was determined by differential leveling and
 DM5471.adjusted in June 2011.
 DM5471
 DM5471.The dynamic height is computed by dividing the NAVD 88
 DM5471.geopotential number by the normal gravity value computed on the
 DM5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5471.degrees latitude (g = 980.6199 gals.).
 DM5471
 DM5471.The modeled gravity was interpolated from observed gravity values.
 DM5471
 DM5471;                    North         East    Units  Estimated Accuracy
 DM5471;SPC MN N     -   219,091.      932,263.      MT  (+/- 10 meters HH2 GPS)
 DM5471
 DM5471                          SUPERSEDED SURVEY CONTROL
 DM5471
 DM5471.No superseded survey control is available for this station.
 DM5471
 DM5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2470868473(NAD 83)
 DM5471
 DM5471_MARKER: DV = VERTICAL CONTROL DISK
 DM5471_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5471_STAMPING: 3803 N 1986
 DM5471_MARK LOGO: MNDT  
 DM5471_PROJECTION: RECESSED 5 CENTIMETERS
 DM5471_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5471+STABILITY: SURFACE MOTION
 DM5471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5471+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DM5471_ROD/PIPE-DEPTH:  3.0 meters
 DM5471
 DM5471  HISTORY     - Date     Condition        Report By
 DM5471  HISTORY     - 1986     MONUMENTED       MNDT
 DM5471  HISTORY     - 20070719 GOOD             MNDT
 DM5471
 DM5471                          STATION DESCRIPTION
 DM5471
 DM5471'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5471'THE MARK IS LOCATED ABOUT 11.9 MI (19.1 KM) WEST-SOUTHWEST OF CLEAR
 DM5471'LAKE, 10.8 MI (17.4 KM) NORTH-NORTHWEST OF FINLAND, 4.2 MI (6.8 KM)
 DM5471'SOUTH OF ISABELLA AND 3.85 MI (6.2 KM) NORTH OF MURPHY CITY MINNESOTA.
 DM5471'TO REACH THE MARK FROM THE RAILROAD CROSSING AT MURPHY CITY, GO 3.85
 DM5471'MI (6.2 KM) NORTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 329.60.
 DM5471' 
 DM5471'THE MARK IS FOUND 64.8 FT (19.8 M) EAST OF TRUNK HIGHWAY 1, 16 FT (4.9
 DM5471'M) SOUTH OF GRAVEL ROAD NUMBERED 8668 TO THE TOWER AND THE MARK 1.0 FT
 DM5471'(0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5472 ***********************************************************************
 DM5472  DESIGNATION -  3803 P
 DM5472  PID         -  DM5472
 DM5472  STATE/COUNTY-  MN/LAKE
 DM5472  COUNTRY     -  US
 DM5472  USGS QUAD   -  ISABELLA (1985)
 DM5472
 DM5472                         *CURRENT SURVEY CONTROL
 DM5472  ______________________________________________________________________
 DM5472* NAD 83(1986) POSITION- 47 34 17.0    (N) 091 20 30.6    (W)   HD_HELD2  
 DM5472* NAVD 88 ORTHO HEIGHT -   620.376  (meters)    2035.35  (feet) ADJUSTED  
 DM5472  ______________________________________________________________________
 DM5472  GEOID HEIGHT    -        -28.64  (meters)                     GEOID09
 DM5472  DYNAMIC HEIGHT  -        620.468 (meters)     2035.65  (feet) COMP
 DM5472  MODELED GRAVITY -    980,739.2   (mgal)                       NAVD 88
 DM5472
 DM5472  VERT ORDER      -  SECOND    CLASS I
 DM5472
 DM5472.The horizontal coordinates were established by autonomous hand held GPS
 DM5472.observations and have an estimated accuracy of +/- 10 meters.
 DM5472.
 DM5472.The orthometric height was determined by differential leveling and
 DM5472.adjusted in June 2011.
 DM5472
 DM5472.The dynamic height is computed by dividing the NAVD 88
 DM5472.geopotential number by the normal gravity value computed on the
 DM5472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5472.degrees latitude (g = 980.6199 gals.).
 DM5472
 DM5472.The modeled gravity was interpolated from observed gravity values.
 DM5472
 DM5472;                    North         East    Units  Estimated Accuracy
 DM5472;SPC MN N     -   220,614.      932,264.      MT  (+/- 10 meters HH2 GPS)
 DM5472
 DM5472                          SUPERSEDED SURVEY CONTROL
 DM5472
 DM5472.No superseded survey control is available for this station.
 DM5472
 DM5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2471169995(NAD 83)
 DM5472
 DM5472_MARKER: DV = VERTICAL CONTROL DISK
 DM5472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5472_STAMPING: 3803 P 1986
 DM5472_MARK LOGO: MNDT  
 DM5472_PROJECTION: FLUSH
 DM5472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5472+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 DM5472_ROD/PIPE-DEPTH:  6.1 meters
 DM5472
 DM5472  HISTORY     - Date     Condition        Report By
 DM5472  HISTORY     - 1986     MONUMENTED       MNDT
 DM5472  HISTORY     - 20070719 GOOD             MNDT
 DM5472
 DM5472                          STATION DESCRIPTION
 DM5472
 DM5472'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5472'THE MARK IS LOCATED ABOUT 11.7 MI (18.8 KM) NORTH-NORTHWEST OF
 DM5472'FINLAND, 11.4 MI (18.3 KM) WEST-SOUTHWEST OF CLEAR LAKE AND 3.2 MI
 DM5472'(5.1 KM) SOUTH OF ISABELLA MINNESOTA.
 DM5472' 
 DM5472'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5472'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 3.45 MI (5.6 KM)
 DM5472'SOUTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 328.65.
 DM5472' 
 DM5472'THE MARK IS FOUND 94 FT (28.7 M) EAST OF TRUNK HIGHWAY 1, 1.5 FT (0.5
 DM5472'M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5473 ***********************************************************************
 DM5473  DESIGNATION -  3803 Q RESET
 DM5473  PID         -  DM5473
 DM5473  STATE/COUNTY-  MN/LAKE
 DM5473  COUNTRY     -  US
 DM5473  USGS QUAD   -  ISABELLA (1985)
 DM5473
 DM5473                         *CURRENT SURVEY CONTROL
 DM5473  ______________________________________________________________________
 DM5473* NAD 83(1986) POSITION- 47 35 11.0    (N) 091 20 31.5    (W)   HD_HELD2  
 DM5473* NAVD 88 ORTHO HEIGHT -   610.879  (meters)    2004.19  (feet) ADJUSTED  
 DM5473  ______________________________________________________________________
 DM5473  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 DM5473  DYNAMIC HEIGHT  -        610.969 (meters)     2004.49  (feet) COMP
 DM5473  MODELED GRAVITY -    980,738.6   (mgal)                       NAVD 88
 DM5473
 DM5473  VERT ORDER      -  SECOND    CLASS I
 DM5473
 DM5473.The horizontal coordinates were established by autonomous hand held GPS
 DM5473.observations and have an estimated accuracy of +/- 10 meters.
 DM5473.
 DM5473.The orthometric height was determined by differential leveling and
 DM5473.adjusted in June 2011.
 DM5473
 DM5473.The dynamic height is computed by dividing the NAVD 88
 DM5473.geopotential number by the normal gravity value computed on the
 DM5473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5473.degrees latitude (g = 980.6199 gals.).
 DM5473
 DM5473.The modeled gravity was interpolated from observed gravity values.
 DM5473
 DM5473;                    North         East    Units  Estimated Accuracy
 DM5473;SPC MN N     -   222,281.      932,207.      MT  (+/- 10 meters HH2 GPS)
 DM5473
 DM5473                          SUPERSEDED SURVEY CONTROL
 DM5473
 DM5473.No superseded survey control is available for this station.
 DM5473
 DM5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2465671662(NAD 83)
 DM5473
 DM5473_MARKER: DV = VERTICAL CONTROL DISK
 DM5473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5473_STAMPING: 3803 Q RESET 1989
 DM5473_MARK LOGO: MNDT  
 DM5473_PROJECTION: FLUSH
 DM5473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5473+STABILITY: SURFACE MOTION
 DM5473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5473+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5473_ROD/PIPE-DEPTH:  3.4 meters
 DM5473
 DM5473  HISTORY     - Date     Condition        Report By
 DM5473  HISTORY     - 1989     MONUMENTED       MNDT
 DM5473  HISTORY     - 20070718 GOOD             MNDT
 DM5473
 DM5473                          STATION DESCRIPTION
 DM5473
 DM5473'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5473'THE MARK IS LOCATED ABOUT 12.5 MI (20.1 KM) WEST-NORTHWEST OF CRAMER,
 DM5473'11.0 MI (17.7 KM) WEST-SOUTHWEST OF CLEAR LAKE AND 2.2 MI (3.5 KM)
 DM5473'SOUTH-SOUTHEAST OF ISABELLA MINNESOTA.
 DM5473' 
 DM5473'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5473'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 2.33 MI (3.7 KM)
 DM5473'SOUTH ALONG TRUNK HIGHWAY 1.
 DM5473' 
 DM5473'THE MARK IS FOUND 99.0 FT (30.2 M) EAST OF TRUNK HIGHWAY 1, 28.8 FT
 DM5473'(8.8 M) SOUTH OF SOUTH DRIVEWAY NUMBER 9076, 76.9 FT (23.4 M)
 DM5473'SOUTHWEST OF THE SOUTHWEST CORNER OF METAL SHED, 1.0 FT (0.3 M) NORTH
 DM5473'OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5443 ***********************************************************************
 DM5443  DESIGNATION -  3803 R
 DM5443  PID         -  DM5443
 DM5443  STATE/COUNTY-  MN/LAKE
 DM5443  COUNTRY     -  US
 DM5443  USGS QUAD   -  ILLGEN CITY (1976)
 DM5443
 DM5443                         *CURRENT SURVEY CONTROL
 DM5443  ______________________________________________________________________
 DM5443* NAD 83(1986) POSITION- 47 22 20.5    (N) 091 13 44.1    (W)   HD_HELD2  
 DM5443* NAVD 88 ORTHO HEIGHT -   323.069  (meters)    1059.94  (feet) ADJUSTED  
 DM5443  ______________________________________________________________________
 DM5443  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DM5443  DYNAMIC HEIGHT  -        323.128 (meters)     1060.13  (feet) COMP
 DM5443  MODELED GRAVITY -    980,782.4   (mgal)                       NAVD 88
 DM5443
 DM5443  VERT ORDER      -  SECOND    CLASS I
 DM5443
 DM5443.The horizontal coordinates were established by autonomous hand held GPS
 DM5443.observations and have an estimated accuracy of +/- 10 meters.
 DM5443.
 DM5443.The orthometric height was determined by differential leveling and
 DM5443.adjusted in June 2011.
 DM5443
 DM5443.The dynamic height is computed by dividing the NAVD 88
 DM5443.geopotential number by the normal gravity value computed on the
 DM5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5443.degrees latitude (g = 980.6199 gals.).
 DM5443
 DM5443.The modeled gravity was interpolated from observed gravity values.
 DM5443
 DM5443;                    North         East    Units  Estimated Accuracy
 DM5443;SPC MN N     -   198,693.      941,292.      MT  (+/- 10 meters HH2 GPS)
 DM5443
 DM5443                          SUPERSEDED SURVEY CONTROL
 DM5443
 DM5443.No superseded survey control is available for this station.
 DM5443
 DM5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3370748065(NAD 83)
 DM5443
 DM5443_MARKER: DV = VERTICAL CONTROL DISK
 DM5443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5443_SP_SET: BRIDGE ABUTMENT
 DM5443_STAMPING: 3803 R 1993
 DM5443_MARK LOGO: MNDT  
 DM5443_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5443+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5443
 DM5443  HISTORY     - Date     Condition        Report By
 DM5443  HISTORY     - 1993     MONUMENTED       MNDT
 DM5443  HISTORY     - 20070718 GOOD             MNDT
 DM5443
 DM5443                          STATION DESCRIPTION
 DM5443
 DM5443'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5443'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHEAST OF SILVER
 DM5443'BAY, 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF FINLAND AND 2.5 MI (4.0 KM)
 DM5443'NORTHWEST OF ILLGEN CITY.
 DM5443' 
 DM5443'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5443'HIGHWAY 61 IN ILLGEN CITY, GO 2.8 MI (4.5 KM) NORTHWEST ALONG TRUNK
 DM5443'HIGHWAY 1 TO MILE POINT 344.55 AND MARK ON THE LEFT.
 DM5443' 
 DM5443'THE MARK IS IN SOUTHEAST ABUTMENT OF BRIDGE NUMBER 38009 OVER THE
 DM5443'BAPTISM RIVER AND 22 FT (6.7 M) SOUTHWEST OF TRUNK HIGHWAY 1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5462 ***********************************************************************
 DM5462  DESIGNATION -  3803 S
 DM5462  PID         -  DM5462
 DM5462  STATE/COUNTY-  MN/LAKE
 DM5462  COUNTRY     -  US
 DM5462  USGS QUAD   -  DOYLE LAKE (1985)
 DM5462
 DM5462                         *CURRENT SURVEY CONTROL
 DM5462  ______________________________________________________________________
 DM5462* NAD 83(1986) POSITION- 47 29 14.0    (N) 091 19 12.2    (W)   HD_HELD2  
 DM5462* NAVD 88 ORTHO HEIGHT -   556.508  (meters)    1825.81  (feet) ADJUSTED  
 DM5462  ______________________________________________________________________
 DM5462  GEOID HEIGHT    -        -28.45  (meters)                     GEOID09
 DM5462  DYNAMIC HEIGHT  -        556.606 (meters)     1826.13  (feet) COMP
 DM5462  MODELED GRAVITY -    980,770.1   (mgal)                       NAVD 88
 DM5462
 DM5462  VERT ORDER      -  SECOND    CLASS I
 DM5462
 DM5462.The horizontal coordinates were established by autonomous hand held GPS
 DM5462.observations and have an estimated accuracy of +/- 10 meters.
 DM5462.
 DM5462.The orthometric height was determined by differential leveling and
 DM5462.adjusted in June 2011.
 DM5462
 DM5462.The dynamic height is computed by dividing the NAVD 88
 DM5462.geopotential number by the normal gravity value computed on the
 DM5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5462.degrees latitude (g = 980.6199 gals.).
 DM5462
 DM5462.The modeled gravity was interpolated from observed gravity values.
 DM5462
 DM5462;                    North         East    Units  Estimated Accuracy
 DM5462;SPC MN N     -   211,297.      934,117.      MT  (+/- 10 meters HH2 GPS)
 DM5462
 DM5462                          SUPERSEDED SURVEY CONTROL
 DM5462
 DM5462.No superseded survey control is available for this station.
 DM5462
 DM5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2655160677(NAD 83)
 DM5462
 DM5462_MARKER: DD = SURVEY DISK
 DM5462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5462_STAMPING: 3803 S 2007
 DM5462_MARK LOGO: MNDT  
 DM5462_PROJECTION: RECESSED 8 CENTIMETERS
 DM5462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5462+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5462_ROD/PIPE-DEPTH:  6.1 meters
 DM5462
 DM5462  HISTORY     - Date     Condition        Report By
 DM5462  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5462
 DM5462                          STATION DESCRIPTION
 DM5462
 DM5462'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5462'THE MARK IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST-SOUTHWEST OF CRAMER,
 DM5462'9.1 MI (14.6 KM) SOUTH OF ISABELLA, 6.0 MI (9.7 KM) NORTH-NORTHWEST OF
 DM5462'FINLAND AND 1.5 MI (2.4 KM) SOUTH OF MURPHY CITY MINNESOTA.
 DM5462' 
 DM5462'TO REACH THE MARK FROM THE RAILROAD CROSSING AT MURPHY CITY, GO 1.4 MI
 DM5462'(2.3 KM) SOUTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 334.85 AND THE MARK
 DM5462'ON THE RIGHT.
 DM5462' 
 DM5462'THE MARK IS FOUND 56 FT (17.1 M) WEST OF TRUNK HIGHWAY 1, 20 FT (6.1
 DM5462'M) NORTH OF ENTRANCE AND 1.6 FT (0.5 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5461 ***********************************************************************
 DM5461  DESIGNATION -  3803 T
 DM5461  PID         -  DM5461
 DM5461  STATE/COUNTY-  MN/LAKE
 DM5461  COUNTRY     -  US
 DM5461  USGS QUAD   -  DOYLE LAKE (1985)
 DM5461
 DM5461                         *CURRENT SURVEY CONTROL
 DM5461  ______________________________________________________________________
 DM5461* NAD 83(1986) POSITION- 47 28 34.3    (N) 091 19 07.7    (W)   HD_HELD2  
 DM5461* NAVD 88 ORTHO HEIGHT -   543.064  (meters)    1781.70  (feet) ADJUSTED  
 DM5461  ______________________________________________________________________
 DM5461  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DM5461  DYNAMIC HEIGHT  -        543.162 (meters)     1782.02  (feet) COMP
 DM5461  MODELED GRAVITY -    980,774.6   (mgal)                       NAVD 88
 DM5461
 DM5461  VERT ORDER      -  SECOND    CLASS I
 DM5461
 DM5461.The horizontal coordinates were established by autonomous hand held GPS
 DM5461.observations and have an estimated accuracy of +/- 10 meters.
 DM5461.
 DM5461.The orthometric height was determined by differential leveling and
 DM5461.adjusted in June 2011.
 DM5461
 DM5461.The dynamic height is computed by dividing the NAVD 88
 DM5461.geopotential number by the normal gravity value computed on the
 DM5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5461.degrees latitude (g = 980.6199 gals.).
 DM5461
 DM5461.The modeled gravity was interpolated from observed gravity values.
 DM5461
 DM5461;                    North         East    Units  Estimated Accuracy
 DM5461;SPC MN N     -   210,073.      934,240.      MT  (+/- 10 meters HH2 GPS)
 DM5461
 DM5461                          SUPERSEDED SURVEY CONTROL
 DM5461
 DM5461.No superseded survey control is available for this station.
 DM5461
 DM5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2667259453(NAD 83)
 DM5461
 DM5461_MARKER: DD = SURVEY DISK
 DM5461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5461_STAMPING: 3803 T 2007
 DM5461_MARK LOGO: MNDT  
 DM5461_PROJECTION: PROJECTING 5 CENTIMETERS
 DM5461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5461+STABILITY: SURFACE MOTION
 DM5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5461+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5461_ROD/PIPE-DEPTH:  3.4 meters
 DM5461
 DM5461  HISTORY     - Date     Condition        Report By
 DM5461  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5461
 DM5461                          STATION DESCRIPTION
 DM5461
 DM5461'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5461'THE MARK IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST-NORTHWEST OF LITTLE
 DM5461'MARAIS, 9.9 MI (15.9 KM) SOUTH OF ISABELLA, 5.4 MI (8.7 KM) NORTHWEST
 DM5461'OF FINLAND AND 2.0 MI (3.2 KM) SOUTH OF MURPHY CITY MINNESOTA.
 DM5461' 
 DM5461'TO REACH THE MARK FROM THE RAILROAD CROSSING AT MURPHY CITY, GO 2.2 MI
 DM5461'(3.5 KM) SOUTH ALONG TRUNK HIGHWAY 1 TO MILE POINT 335.6 AND MARK ON
 DM5461'THE RIGHT.
 DM5461' 
 DM5461'THE MARK IS FOUND 54.2 FT (16.5 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 1,
 DM5461'36.0 FT (11.0 M) SOUTH OF GRAVEL ROAD NUMBER 7541/7543, 58.9 FT (18.0
 DM5461'M) SOUTH OF POWER POLE WITH GUY WIRE AND 1.5 FT (0.5 M) EAST OF ITS
 DM5461'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5444 ***********************************************************************
 DM5444  DESIGNATION -  3803 U
 DM5444  PID         -  DM5444
 DM5444  STATE/COUNTY-  MN/LAKE
 DM5444  COUNTRY     -  US
 DM5444  USGS QUAD   -  FINLAND (1976)
 DM5444
 DM5444                         *CURRENT SURVEY CONTROL
 DM5444  ______________________________________________________________________
 DM5444* NAD 83(1986) POSITION- 47 22 57.3    (N) 091 14 17.6    (W)   HD_HELD2  
 DM5444* NAVD 88 ORTHO HEIGHT -   378.319  (meters)    1241.20  (feet) ADJUSTED  
 DM5444  ______________________________________________________________________
 DM5444  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DM5444  DYNAMIC HEIGHT  -        378.389 (meters)     1241.43  (feet) COMP
 DM5444  MODELED GRAVITY -    980,783.0   (mgal)                       NAVD 88
 DM5444
 DM5444  VERT ORDER      -  SECOND    CLASS I
 DM5444
 DM5444.The horizontal coordinates were established by autonomous hand held GPS
 DM5444.observations and have an estimated accuracy of +/- 10 meters.
 DM5444.
 DM5444.The orthometric height was determined by differential leveling and
 DM5444.adjusted in June 2011.
 DM5444
 DM5444.The dynamic height is computed by dividing the NAVD 88
 DM5444.geopotential number by the normal gravity value computed on the
 DM5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5444.degrees latitude (g = 980.6199 gals.).
 DM5444
 DM5444.The modeled gravity was interpolated from observed gravity values.
 DM5444
 DM5444;                    North         East    Units  Estimated Accuracy
 DM5444;SPC MN N     -   199,813.      940,563.      MT  (+/- 10 meters HH2 GPS)
 DM5444
 DM5444                          SUPERSEDED SURVEY CONTROL
 DM5444
 DM5444.No superseded survey control is available for this station.
 DM5444
 DM5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3297949185(NAD 83)
 DM5444
 DM5444_MARKER: DD = SURVEY DISK
 DM5444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5444_STAMPING: 3803 U 2007
 DM5444_MARK LOGO: MNDT  
 DM5444_PROJECTION: FLUSH
 DM5444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5444+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5444_ROD/PIPE-DEPTH:  5.2 meters
 DM5444
 DM5444  HISTORY     - Date     Condition        Report By
 DM5444  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5444
 DM5444                          STATION DESCRIPTION
 DM5444
 DM5444'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5444'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH OF SILVER BAY, 3.4 MI
 DM5444'(5.5 KM) NORTHWEST OF ILLGEN CITY AND 2.3 MI (3.7 KM) SOUTH-SOUTHEAST
 DM5444'OF FINLAND MINNESOTA.
 DM5444' 
 DM5444'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND COUNTY ROAD
 DM5444'6 IN FINLAND, GO 2.4 MI (3.9 KM) SOUTHEAST ALONG TRUNK HIGHWAY 1 TO
 DM5444'MILE POINT 343.7 AND THE MARK ON THE RIGHT.
 DM5444' 
 DM5444'THE MARK IS FOUND 5.18 FT (1.6 M) SOUTHWEST OF TRUNK HIGHWAY 1, 38.7
 DM5444'FT (11.8 M) NORTH OF KLINKER ROAD AND 1.7 FT (0.5 M) NORTHWEST OF ITS
 DM5444'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5442 ***********************************************************************
 DM5442  DESIGNATION -  3803 V
 DM5442  PID         -  DM5442
 DM5442  STATE/COUNTY-  MN/LAKE
 DM5442  COUNTRY     -  US
 DM5442  USGS QUAD   -  ILLGEN CITY (1976)
 DM5442
 DM5442                         *CURRENT SURVEY CONTROL
 DM5442  ______________________________________________________________________
 DM5442* NAD 83(1986) POSITION- 47 21 50.5    (N) 091 13 01.9    (W)   HD_HELD2  
 DM5442* NAVD 88 ORTHO HEIGHT -   323.293  (meters)    1060.67  (feet) ADJUSTED  
 DM5442  ______________________________________________________________________
 DM5442  GEOID HEIGHT    -        -29.13  (meters)                     GEOID09
 DM5442  DYNAMIC HEIGHT  -        323.351 (meters)     1060.86  (feet) COMP
 DM5442  MODELED GRAVITY -    980,782.5   (mgal)                       NAVD 88
 DM5442
 DM5442  VERT ORDER      -  SECOND    CLASS I
 DM5442
 DM5442.The horizontal coordinates were established by autonomous hand held GPS
 DM5442.observations and have an estimated accuracy of +/- 10 meters.
 DM5442.
 DM5442.The orthometric height was determined by differential leveling and
 DM5442.adjusted in June 2011.
 DM5442
 DM5442.The dynamic height is computed by dividing the NAVD 88
 DM5442.geopotential number by the normal gravity value computed on the
 DM5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5442.degrees latitude (g = 980.6199 gals.).
 DM5442
 DM5442.The modeled gravity was interpolated from observed gravity values.
 DM5442
 DM5442;                    North         East    Units  Estimated Accuracy
 DM5442;SPC MN N     -   197,789.      942,200.      MT  (+/- 10 meters HH2 GPS)
 DM5442
 DM5442                          SUPERSEDED SURVEY CONTROL
 DM5442
 DM5442.No superseded survey control is available for this station.
 DM5442
 DM5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3461347159(NAD 83)
 DM5442
 DM5442_MARKER: DD = SURVEY DISK
 DM5442_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5442_STAMPING: 3803 V 2007
 DM5442_MARK LOGO: MNDT  
 DM5442_PROJECTION: FLUSH
 DM5442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5442+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5442_ROD/PIPE-DEPTH:  4.6 meters
 DM5442
 DM5442  HISTORY     - Date     Condition        Report By
 DM5442  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5442
 DM5442                          STATION DESCRIPTION
 DM5442
 DM5442'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5442'THE MARK IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH-NORTHEAST OF SILVER
 DM5442'BAY, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF FINLAND AND 1.7 MI (2.7 KM)
 DM5442'NORTHWEST OF ILLGEN CITY.
 DM5442' 
 DM5442'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5442'HIGHWAY 61 IN ILLGEN CITY, GO 2.0 MI (3.2 KM) NORTHWEST ALONG TRUNK
 DM5442'HIGHWAY 1 TO MILE POINT 345.40 AND MARK ON THE LEFT.
 DM5442' 
 DM5442'THE MARK IS FOUND 41.9 FT (12.8 M) SOUTHWEST OF TRUNK HIGHWAY 1, 52.1
 DM5442'FT (15.9 M) NORTHWEST OF VALLEY DRIVE ROAD NUMBER 5987/5985 AND 2.1 FT
 DM5442'(0.6 M) NORTHWEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5441 ***********************************************************************
 DM5441  DESIGNATION -  3803 W
 DM5441  PID         -  DM5441
 DM5441  STATE/COUNTY-  MN/LAKE
 DM5441  COUNTRY     -  US
 DM5441  USGS QUAD   -  ILLGEN CITY (1976)
 DM5441
 DM5441                         *CURRENT SURVEY CONTROL
 DM5441  ______________________________________________________________________
 DM5441* NAD 83(1986) POSITION- 47 21 22.3    (N) 091 12 16.7    (W)   HD_HELD2  
 DM5441* NAVD 88 ORTHO HEIGHT -   298.779  (meters)     980.24  (feet) ADJUSTED  
 DM5441  ______________________________________________________________________
 DM5441  GEOID HEIGHT    -        -29.23  (meters)                     GEOID09
 DM5441  DYNAMIC HEIGHT  -        298.833 (meters)      980.42  (feet) COMP
 DM5441  MODELED GRAVITY -    980,783.6   (mgal)                       NAVD 88
 DM5441
 DM5441  VERT ORDER      -  SECOND    CLASS I
 DM5441
 DM5441.The horizontal coordinates were established by autonomous hand held GPS
 DM5441.observations and have an estimated accuracy of +/- 10 meters.
 DM5441.
 DM5441.The orthometric height was determined by differential leveling and
 DM5441.adjusted in June 2011.
 DM5441
 DM5441.The dynamic height is computed by dividing the NAVD 88
 DM5441.geopotential number by the normal gravity value computed on the
 DM5441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5441.degrees latitude (g = 980.6199 gals.).
 DM5441
 DM5441.The modeled gravity was interpolated from observed gravity values.
 DM5441
 DM5441;                    North         East    Units  Estimated Accuracy
 DM5441;SPC MN N     -   196,941.      943,169.      MT  (+/- 10 meters HH2 GPS)
 DM5441
 DM5441                          SUPERSEDED SURVEY CONTROL
 DM5441
 DM5441.No superseded survey control is available for this station.
 DM5441
 DM5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3558146310(NAD 83)
 DM5441
 DM5441_MARKER: DD = SURVEY DISK
 DM5441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5441_STAMPING: 3803 W 2007
 DM5441_MARK LOGO: MNDT  
 DM5441_PROJECTION: FLUSH
 DM5441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5441+STABILITY: SURFACE MOTION
 DM5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5441+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5441_ROD/PIPE-DEPTH:  3.7 meters
 DM5441
 DM5441  HISTORY     - Date     Condition        Report By
 DM5441  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5441
 DM5441                          STATION DESCRIPTION
 DM5441
 DM5441'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5441'THE MARK IS LOCATED ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF SILVER
 DM5441'BAY, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF FINLAND AND 0.9 MI (1.4 KM)
 DM5441'NORTHWEST OF ILLGEN CITY.
 DM5441' 
 DM5441'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5441'HIGHWAY 61 IN ILLGEN CITY, GO 1.1 MI (1.8 KM) NORTHWEST ALONG TRUNK
 DM5441'HIGHWAY 1 TO MILE POINT 346.20 AND MARK ON THE LEFT.
 DM5441' 
 DM5441'THE MARK IS FOUND 41.6 FT (12.7 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 1,
 DM5441'24.0 FT (7.3 M) EAST OF DRIVEWAY NUMBER 5863 AND 2.4 FT (0.7 M) EAST
 DM5441'OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5440 ***********************************************************************
 DM5440  DESIGNATION -  3803 X
 DM5440  PID         -  DM5440
 DM5440  STATE/COUNTY-  MN/LAKE
 DM5440  COUNTRY     -  US
 DM5440  USGS QUAD   -  ILLGEN CITY (1976)
 DM5440
 DM5440                         *CURRENT SURVEY CONTROL
 DM5440  ______________________________________________________________________
 DM5440* NAD 83(1986) POSITION- 47 20 55.0    (N) 091 11 21.3    (W)   HD_HELD2  
 DM5440* NAVD 88 ORTHO HEIGHT -   230.068  (meters)     754.81  (feet) ADJUSTED  
 DM5440  ______________________________________________________________________
 DM5440  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 DM5440  DYNAMIC HEIGHT  -        230.110 (meters)      754.95  (feet) COMP
 DM5440  MODELED GRAVITY -    980,789.8   (mgal)                       NAVD 88
 DM5440
 DM5440  VERT ORDER      -  SECOND    CLASS I
 DM5440
 DM5440.The horizontal coordinates were established by autonomous hand held GPS
 DM5440.observations and have an estimated accuracy of +/- 10 meters.
 DM5440.
 DM5440.The orthometric height was determined by differential leveling and
 DM5440.adjusted in June 2011.
 DM5440
 DM5440.The dynamic height is computed by dividing the NAVD 88
 DM5440.geopotential number by the normal gravity value computed on the
 DM5440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5440.degrees latitude (g = 980.6199 gals.).
 DM5440
 DM5440.The modeled gravity was interpolated from observed gravity values.
 DM5440
 DM5440;                    North         East    Units  Estimated Accuracy
 DM5440;SPC MN N     -   196,127.      944,353.      MT  (+/- 10 meters HH2 GPS)
 DM5440
 DM5440                          SUPERSEDED SURVEY CONTROL
 DM5440
 DM5440.No superseded survey control is available for this station.
 DM5440
 DM5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3676345494(NAD 83)
 DM5440
 DM5440_MARKER: DD = SURVEY DISK
 DM5440_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5440_STAMPING: 3803 X 2007
 DM5440_MARK LOGO: MNDT  
 DM5440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5440+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 DM5440
 DM5440  HISTORY     - Date     Condition        Report By
 DM5440  HISTORY     - 20070807 MONUMENTED       MNDT
 DM5440
 DM5440                          STATION DESCRIPTION
 DM5440
 DM5440'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5440'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH-SOUTHEAST OF FINLAND,
 DM5440'4.9 MI (7.9 KM) NORTHEAST OF SILVER BAY AND IN THE TOWN OF ILLGEN
 DM5440'CITY, MN.
 DM5440' 
 DM5440'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DM5440'HIGHWAY 61 IN ILLGEN CITY, GO 0.5 MI (0.8 KM) NORTHWEST ALONG TRUNK
 DM5440'HIGHWAY 1 TO MILE POINT 347.15 AND THE MARK ON THE LEFT.
 DM5440' 
 DM5440'THE MARK IS FOUND 46.0 FT (14.0 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 1
 DM5440'AND WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5560 ***********************************************************************
 DM5560  DESIGNATION -  3804 A
 DM5560  PID         -  DM5560
 DM5560  STATE/COUNTY-  MN/LAKE
 DM5560  COUNTRY     -  US
 DM5560  USGS QUAD   -  TWO HARBORS (1992)
 DM5560
 DM5560                         *CURRENT SURVEY CONTROL
 DM5560  ______________________________________________________________________
 DM5560* NAD 83(1986) POSITION- 47 01 31.40   (N) 091 40 40.00   (W)   HD_HELD1  
 DM5560* NAVD 88 ORTHO HEIGHT -   213.504  (meters)     700.47  (feet) ADJUSTED  
 DM5560  ______________________________________________________________________
 DM5560  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 DM5560  DYNAMIC HEIGHT  -        213.540 (meters)      700.59  (feet) COMP
 DM5560  MODELED GRAVITY -    980,776.2   (mgal)                       NAVD 88
 DM5560
 DM5560  VERT ORDER      -  SECOND    CLASS I
 DM5560
 DM5560.The horizontal coordinates were established by differentially corrected
 DM5560.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5560.
 DM5560.The orthometric height was determined by differential leveling and
 DM5560.adjusted in June 2011.
 DM5560
 DM5560.The dynamic height is computed by dividing the NAVD 88
 DM5560.geopotential number by the normal gravity value computed on the
 DM5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5560.degrees latitude (g = 980.6199 gals.).
 DM5560
 DM5560.The modeled gravity was interpolated from observed gravity values.
 DM5560
 DM5560;                    North         East    Units  Estimated Accuracy
 DM5560;SPC MN N     -   159,404.7     908,111.4     MT  (+/- 3 meters HH1 GPS) 
 DM5560
 DM5560                          SUPERSEDED SURVEY CONTROL
 DM5560
 DM5560.No superseded survey control is available for this station.
 DM5560
 DM5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0047408833(NAD 83)
 DM5560
 DM5560_MARKER: DD = SURVEY DISK
 DM5560_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5560_SP_SET: BRIDGE ABUTMENT
 DM5560_STAMPING: 3804 A 2007
 DM5560_MARK LOGO: MNDT  
 DM5560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5560+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DM5560
 DM5560  HISTORY     - Date     Condition        Report By
 DM5560  HISTORY     - 20070822 MONUMENTED       MNDT
 DM5560
 DM5560                          STATION DESCRIPTION
 DM5560
 DM5560'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5560'THE MARK IS IN TWO HARBORS, IN RAILROAD ABUTMENT IN SOUTHEAST CORNER
 DM5560'OF RAILROAD BRIDGE OVER TRUNK HIGHWAY 61, 0.5 MI (0.8 KM) WEST ALONG
 DM5560'TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD
 DM5560'2 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT 25.50.
 DM5560' 
 DM5560'IT IS 88.3 FT (26.9 M) SOUTH OF TRUNK HIGHWAY 61, 10.6 FT (3.2 M) EAST
 DM5560'OF EAST RAIL OF RAILROAD TRACKS, 0.7 FT (0.2 M) SOUTH OF EDGE OF RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5561 ***********************************************************************
 DM5561  DESIGNATION -  3804 B
 DM5561  PID         -  DM5561
 DM5561  STATE/COUNTY-  MN/LAKE
 DM5561  COUNTRY     -  US
 DM5561  USGS QUAD   -  TWO HARBORS (1992)
 DM5561
 DM5561                         *CURRENT SURVEY CONTROL
 DM5561  ______________________________________________________________________
 DM5561* NAD 83(1986) POSITION- 47 01 00.00   (N) 091 42 10.20   (W)   HD_HELD1  
 DM5561* NAVD 88 ORTHO HEIGHT -   238.503  (meters)     782.49  (feet) ADJUSTED  
 DM5561  ______________________________________________________________________
 DM5561  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DM5561  DYNAMIC HEIGHT  -        238.541 (meters)      782.61  (feet) COMP
 DM5561  MODELED GRAVITY -    980,765.4   (mgal)                       NAVD 88
 DM5561
 DM5561  VERT ORDER      -  SECOND    CLASS I
 DM5561
 DM5561.The horizontal coordinates were established by differentially corrected
 DM5561.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5561.
 DM5561.The orthometric height was determined by differential leveling and
 DM5561.adjusted in June 2011.
 DM5561
 DM5561.The dynamic height is computed by dividing the NAVD 88
 DM5561.geopotential number by the normal gravity value computed on the
 DM5561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5561.degrees latitude (g = 980.6199 gals.).
 DM5561
 DM5561.The modeled gravity was interpolated from observed gravity values.
 DM5561
 DM5561;                    North         East    Units  Estimated Accuracy
 DM5561;SPC MN N     -   158,400.5     906,224.5     MT  (+/- 3 meters HH1 GPS) 
 DM5561
 DM5561                          SUPERSEDED SURVEY CONTROL
 DM5561
 DM5561.No superseded survey control is available for this station.
 DM5561
 DM5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9858607832(NAD 83)
 DM5561
 DM5561_MARKER: DB = BENCH MARK DISK
 DM5561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5561_SP_SET: BRIDGE ABUTMENT
 DM5561_STAMPING: 3804 B 2007
 DM5561_MARK LOGO: MNDT  
 DM5561_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5561+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DM5561
 DM5561  HISTORY     - Date     Condition        Report By
 DM5561  HISTORY     - 20070822 MONUMENTED       MNDT
 DM5561
 DM5561                          STATION DESCRIPTION
 DM5561
 DM5561'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5561'THE MARK IS 1.5 MI (2.4 KM) SOUTHWEST OF TWO HARBORS, IN RAILROAD
 DM5561'ABUTMENT IN SOUTHEAST CORNER OF RAILROAD BRIDGE OVER TRUNK HIGHWAY 61,
 DM5561'0.85 MI (1.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF
 DM5561'TRUNK HIGHWAY 61 AND COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY
 DM5561'61 MILE POINT 24.30.
 DM5561' 
 DM5561'IT IS 63.0 FT (19.2 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 61, 4.6
 DM5561'FT (1.4 M) NORTHEAST OF EAST RAIL OF RAILROAD TRACKS, AT RAILROAD MILE
 DM5561'POINT 2.51.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5562 ***********************************************************************
 DM5562  DESIGNATION -  3804 C
 DM5562  PID         -  DM5562
 DM5562  STATE/COUNTY-  MN/LAKE
 DM5562  COUNTRY     -  US
 DM5562  USGS QUAD   -  TWO HARBORS (1992)
 DM5562
 DM5562                         *CURRENT SURVEY CONTROL
 DM5562  ______________________________________________________________________
 DM5562* NAD 83(1986) POSITION- 47 00 21.50   (N) 091 43 02.80   (W)   HD_HELD1  
 DM5562* NAVD 88 ORTHO HEIGHT -   231.667  (meters)     760.06  (feet) ADJUSTED  
 DM5562  ______________________________________________________________________
 DM5562  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 DM5562  DYNAMIC HEIGHT  -        231.705 (meters)      760.19  (feet) COMP
 DM5562  MODELED GRAVITY -    980,770.3   (mgal)                       NAVD 88
 DM5562
 DM5562  VERT ORDER      -  SECOND    CLASS I
 DM5562
 DM5562.The horizontal coordinates were established by differentially corrected
 DM5562.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5562.
 DM5562.The orthometric height was determined by differential leveling and
 DM5562.adjusted in June 2011.
 DM5562
 DM5562.The dynamic height is computed by dividing the NAVD 88
 DM5562.geopotential number by the normal gravity value computed on the
 DM5562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5562.degrees latitude (g = 980.6199 gals.).
 DM5562
 DM5562.The modeled gravity was interpolated from observed gravity values.
 DM5562
 DM5562;                    North         East    Units  Estimated Accuracy
 DM5562;SPC MN N     -   157,191.8     905,135.0     MT  (+/- 3 meters HH1 GPS) 
 DM5562
 DM5562                          SUPERSEDED SURVEY CONTROL
 DM5562
 DM5562.No superseded survey control is available for this station.
 DM5562
 DM5562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9749506625(NAD 83)
 DM5562
 DM5562_MARKER: DD = SURVEY DISK
 DM5562_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5562_STAMPING: 3804 C 2007
 DM5562_MARK LOGO: MNDT  
 DM5562_PROJECTION: FLUSH
 DM5562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5562+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DM5562_ROD/PIPE-DEPTH:  3.7 meters
 DM5562
 DM5562  HISTORY     - Date     Condition        Report By
 DM5562  HISTORY     - 20070828 MONUMENTED       MNDT
 DM5562
 DM5562                          STATION DESCRIPTION
 DM5562
 DM5562'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5562'THE MARK IS 2.0 MI (3.2 KM) SOUTHWEST OF TWO HARBORS, 1.85 MI (3.0 KM)
 DM5562'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM5562'AND COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM5562'23.25, 63.1 FT (19.2 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61.
 DM5562' 
 DM5562'IT IS 30.5 FT (9.3 M) NORTHEAST OF DRIVEWAY NUMBER 827, 10.0 FT (3.0
 DM5562'M) NORTHWEST CABLE BOX NUMBER C141, 2.6 FT (0.8 M) SOUTH OF A WITNESS
 DM5562'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5563 ***********************************************************************
 DM5563  DESIGNATION -  3804 D
 DM5563  PID         -  DM5563
 DM5563  STATE/COUNTY-  MN/LAKE
 DM5563  COUNTRY     -  US
 DM5563  USGS QUAD   -  
 DM5563
 DM5563                         *CURRENT SURVEY CONTROL
 DM5563  ______________________________________________________________________
 DM5563* NAD 83(1986) POSITION- 46 59 47.80   (N) 091 43 49.40   (W)   HD_HELD1  
 DM5563* NAVD 88 ORTHO HEIGHT -   230.503  (meters)     756.24  (feet) ADJUSTED  
 DM5563  ______________________________________________________________________
 DM5563  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DM5563  DYNAMIC HEIGHT  -        230.541 (meters)      756.37  (feet) COMP
 DM5563  MODELED GRAVITY -    980,772.0   (mgal)                       NAVD 88
 DM5563
 DM5563  VERT ORDER      -  SECOND    CLASS I
 DM5563
 DM5563.The horizontal coordinates were established by differentially corrected
 DM5563.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5563.
 DM5563.The orthometric height was determined by differential leveling and
 DM5563.adjusted in June 2011.
 DM5563
 DM5563.The dynamic height is computed by dividing the NAVD 88
 DM5563.geopotential number by the normal gravity value computed on the
 DM5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5563.degrees latitude (g = 980.6199 gals.).
 DM5563
 DM5563.The modeled gravity was interpolated from observed gravity values.
 DM5563
 DM5563;                    North         East    Units  Estimated Accuracy
 DM5563;SPC MN N     -   156,133.8     904,169.2     MT  (+/- 3 meters HH1 GPS) 
 DM5563
 DM5563                          SUPERSEDED SURVEY CONTROL
 DM5563
 DM5563.No superseded survey control is available for this station.
 DM5563
 DM5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9652805569(NAD 83)
 DM5563
 DM5563_MARKER: DD = SURVEY DISK
 DM5563_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5563_SP_SET: ROCK OUTCROP
 DM5563_STAMPING: 3804 D 2007
 DM5563_MARK LOGO: MNDT  
 DM5563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5563+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DM5563
 DM5563  HISTORY     - Date     Condition        Report By
 DM5563  HISTORY     - 20070822 MONUMENTED       MNDT
 DM5563
 DM5563                          STATION DESCRIPTION
 DM5563
 DM5563'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5563'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF TWO HARBORS, 2.75 MI (4.4 KM)
 DM5563'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM5563'AND COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM5563'22.40.
 DM5563' 
 DM5563'IT IS 45.4 FT (13.8 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61, 211.5
 DM5563'FT (64.5 M) NORTHEAST OF ISACKSON ROAD, 1.7 FT (0.5 M) SOUTHEAST OF A
 DM5563'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5564 ***********************************************************************
 DM5564  DESIGNATION -  3804 E
 DM5564  PID         -  DM5564
 DM5564  STATE/COUNTY-  MN/LAKE
 DM5564  COUNTRY     -  US
 DM5564  USGS QUAD   -  
 DM5564
 DM5564                         *CURRENT SURVEY CONTROL
 DM5564  ______________________________________________________________________
 DM5564* NAD 83(1986) POSITION- 46 59 03.90   (N) 091 44 36.00   (W)   HD_HELD1  
 DM5564* NAVD 88 ORTHO HEIGHT -   231.667  (meters)     760.06  (feet) ADJUSTED  
 DM5564  ______________________________________________________________________
 DM5564  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DM5564  DYNAMIC HEIGHT  -        231.704 (meters)      760.18  (feet) COMP
 DM5564  MODELED GRAVITY -    980,769.6   (mgal)                       NAVD 88
 DM5564
 DM5564  VERT ORDER      -  SECOND    CLASS I
 DM5564
 DM5564.The horizontal coordinates were established by differentially corrected
 DM5564.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5564.
 DM5564.The orthometric height was determined by differential leveling and
 DM5564.adjusted in June 2011.
 DM5564
 DM5564.The dynamic height is computed by dividing the NAVD 88
 DM5564.geopotential number by the normal gravity value computed on the
 DM5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5564.degrees latitude (g = 980.6199 gals.).
 DM5564
 DM5564.The modeled gravity was interpolated from observed gravity values.
 DM5564
 DM5564;                    North         East    Units  Estimated Accuracy
 DM5564;SPC MN N     -   154,760.9     903,208.6     MT  (+/- 3 meters HH1 GPS) 
 DM5564
 DM5564                          SUPERSEDED SURVEY CONTROL
 DM5564
 DM5564.No superseded survey control is available for this station.
 DM5564
 DM5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9556604198(NAD 83)
 DM5564
 DM5564_MARKER: DD = SURVEY DISK
 DM5564_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5564_SP_SET: ROCK OUTCROP
 DM5564_STAMPING: 3804 E 2007
 DM5564_MARK LOGO: MNDT  
 DM5564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5564+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DM5564
 DM5564  HISTORY     - Date     Condition        Report By
 DM5564  HISTORY     - 20070822 MONUMENTED       MNDT
 DM5564
 DM5564                          STATION DESCRIPTION
 DM5564
 DM5564'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5564'THE MARK IS 4.0 MI (6.4 KM) SOUTHWEST OF TWO HARBORS, 3.8 MI (6.1 KM)
 DM5564'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM5564'AND COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM5564'21.30.
 DM5564' 
 DM5564'IT IS 44.5 FT (13.6 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61, 40.0
 DM5564'FT (12.2 M) SOUTHWEST OF LARSMORT ROAD SIGN, 1.5 FT (0.5 M) SOUTHEAST
 DM5564'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5565 ***********************************************************************
 DM5565  DESIGNATION -  3804 F
 DM5565  PID         -  DM5565
 DM5565  STATE/COUNTY-  MN/LAKE
 DM5565  COUNTRY     -  US
 DM5565  USGS QUAD   -  KNIFE RIVER (1992)
 DM5565
 DM5565                         *CURRENT SURVEY CONTROL
 DM5565  ______________________________________________________________________
 DM5565* NAD 83(1986) POSITION- 46 58 28.30   (N) 091 45 23.10   (W)   HD_HELD1  
 DM5565* NAVD 88 ORTHO HEIGHT -   209.030  (meters)     685.79  (feet) ADJUSTED  
 DM5565  ______________________________________________________________________
 DM5565  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 DM5565  DYNAMIC HEIGHT  -        209.062 (meters)      685.90  (feet) COMP
 DM5565  MODELED GRAVITY -    980,765.2   (mgal)                       NAVD 88
 DM5565
 DM5565  VERT ORDER      -  SECOND    CLASS I
 DM5565
 DM5565.The horizontal coordinates were established by differentially corrected
 DM5565.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5565.
 DM5565.The orthometric height was determined by differential leveling and
 DM5565.adjusted in June 2011.
 DM5565
 DM5565.No vertical observational check was made to the station.
 DM5565
 DM5565.The dynamic height is computed by dividing the NAVD 88
 DM5565.geopotential number by the normal gravity value computed on the
 DM5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5565.degrees latitude (g = 980.6199 gals.).
 DM5565
 DM5565.The modeled gravity was interpolated from observed gravity values.
 DM5565
 DM5565;                    North         East    Units  Estimated Accuracy
 DM5565;SPC MN N     -   153,644.3     902,232.5     MT  (+/- 3 meters HH1 GPS) 
 DM5565
 DM5565                          SUPERSEDED SURVEY CONTROL
 DM5565
 DM5565.No superseded survey control is available for this station.
 DM5565
 DM5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9458803083(NAD 83)
 DM5565
 DM5565_MARKER: DD = SURVEY DISK
 DM5565_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5565_SP_SET: ROCK OUTCROP
 DM5565_STAMPING: 3804 F 2007
 DM5565_MARK LOGO: MNDT  
 DM5565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5565+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DM5565
 DM5565  HISTORY     - Date     Condition        Report By
 DM5565  HISTORY     - 20070822 MONUMENTED       MNDT
 DM5565
 DM5565                          STATION DESCRIPTION
 DM5565
 DM5565'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5565'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF TWO HARBORS, 4.7 MI (7.6 KM)
 DM5565'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM5565'AND COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM5565'20.40.
 DM5565' 
 DM5565'IT IS 44.8 FT (13.7 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61, 1.7
 DM5565'FT (0.5 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5584 ***********************************************************************
 DM5584  DESIGNATION -  3804 G
 DM5584  PID         -  DM5584
 DM5584  STATE/COUNTY-  MN/LAKE
 DM5584  COUNTRY     -  US
 DM5584  USGS QUAD   -  KNIFE RIVER (1992)
 DM5584
 DM5584                         *CURRENT SURVEY CONTROL
 DM5584  ______________________________________________________________________
 DM5584* NAD 83(1986) POSITION- 46 57 46.10   (N) 091 46 24.30   (W)   HD_HELD1  
 DM5584* NAVD 88 ORTHO HEIGHT -   221.054  (meters)     725.24  (feet) ADJUSTED  
 DM5584  ______________________________________________________________________
 DM5584  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DM5584  DYNAMIC HEIGHT  -        221.087 (meters)      725.35  (feet) COMP
 DM5584  MODELED GRAVITY -    980,758.9   (mgal)                       NAVD 88
 DM5584
 DM5584  VERT ORDER      -  SECOND    CLASS I
 DM5584
 DM5584.The horizontal coordinates were established by differentially corrected
 DM5584.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5584.
 DM5584.The orthometric height was determined by differential leveling and
 DM5584.adjusted in June 2011.
 DM5584
 DM5584.The dynamic height is computed by dividing the NAVD 88
 DM5584.geopotential number by the normal gravity value computed on the
 DM5584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5584.degrees latitude (g = 980.6199 gals.).
 DM5584
 DM5584.The modeled gravity was interpolated from observed gravity values.
 DM5584
 DM5584;                    North         East    Units  Estimated Accuracy
 DM5584;SPC MN N     -   152,319.0     900,961.5     MT  (+/- 3 meters HH1 GPS) 
 DM5584
 DM5584                          SUPERSEDED SURVEY CONTROL
 DM5584
 DM5584.No superseded survey control is available for this station.
 DM5584
 DM5584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9331501760(NAD 83)
 DM5584
 DM5584_MARKER: DD = SURVEY DISK
 DM5584_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5584_SP_SET: ROCK OUTCROP
 DM5584_STAMPING: 3804 G 2007
 DM5584_MARK LOGO: MNDT  
 DM5584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5584+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DM5584
 DM5584  HISTORY     - Date     Condition        Report By
 DM5584  HISTORY     - 20070828 MONUMENTED       MNDT
 DM5584
 DM5584                          STATION DESCRIPTION
 DM5584
 DM5584'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5584'THE MARK IS 6.0 MI (9.7 KM) SOUTHWEST OF TWO HARBORS, 5.9 MI (9.5 KM)
 DM5584'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM5584'AND COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM5584'19.25.
 DM5584' 
 DM5584'IT IS 50.8 FT (15.5 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61, 49.7
 DM5584'FT (15.1 M) SOUTHEAST OF SOUTHBOUND TRUNK HIGHWAY 61, 91.4 FT (27.9 M)
 DM5584'SOUTHWEST OF COUNTY ROAD 11 (SALAKKA ROAD), 1.5 FT (0.5 M) NORTHWEST
 DM5584'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5583 ***********************************************************************
 DM5583  DESIGNATION -  3804 H
 DM5583  PID         -  DM5583
 DM5583  STATE/COUNTY-  MN/LAKE
 DM5583  COUNTRY     -  US
 DM5583  USGS QUAD   -  KNIFE RIVER (1992)
 DM5583
 DM5583                         *CURRENT SURVEY CONTROL
 DM5583  ______________________________________________________________________
 DM5583* NAD 83(1986) POSITION- 46 57 33.40   (N) 091 46 42.10   (W)   HD_HELD1  
 DM5583* NAVD 88 ORTHO HEIGHT -   229.103  (meters)     751.65  (feet) ADJUSTED  
 DM5583  ______________________________________________________________________
 DM5583  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 DM5583  DYNAMIC HEIGHT  -        229.137 (meters)      751.76  (feet) COMP
 DM5583  MODELED GRAVITY -    980,757.9   (mgal)                       NAVD 88
 DM5583
 DM5583  VERT ORDER      -  SECOND    CLASS I
 DM5583
 DM5583.The horizontal coordinates were established by differentially corrected
 DM5583.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5583.
 DM5583.The orthometric height was determined by differential leveling and
 DM5583.adjusted in June 2011.
 DM5583
 DM5583.The dynamic height is computed by dividing the NAVD 88
 DM5583.geopotential number by the normal gravity value computed on the
 DM5583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5583.degrees latitude (g = 980.6199 gals.).
 DM5583
 DM5583.The modeled gravity was interpolated from observed gravity values.
 DM5583
 DM5583;                    North         East    Units  Estimated Accuracy
 DM5583;SPC MN N     -   151,920.4     900,591.9     MT  (+/- 3 meters HH1 GPS) 
 DM5583
 DM5583                          SUPERSEDED SURVEY CONTROL
 DM5583
 DM5583.No superseded survey control is available for this station.
 DM5583
 DM5583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9294501363(NAD 83)
 DM5583
 DM5583_MARKER: DB = BENCH MARK DISK
 DM5583_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM5583_SP_SET: ROCK OUTCROP
 DM5583_STAMPING: 3804 H 2007
 DM5583_MARK LOGO: MNDT  
 DM5583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5583+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 DM5583
 DM5583  HISTORY     - Date     Condition        Report By
 DM5583  HISTORY     - 20070822 MONUMENTED       MNDT
 DM5583
 DM5583                          STATION DESCRIPTION
 DM5583
 DM5583'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM5583'THE MARK IS 6.0 MILES SOUTHWEST OF TWO HARBORS, 6.2 MILES SOUTHWEST
 DM5583'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM5583'COUNTY ROAD 11 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILEPOINT 18.90,
 DM5583'63.8 FEET NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61, 5.4 FEET WEST OF
 DM5583'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5568 ***********************************************************************
 DM5568  DESIGNATION -  3804 J
 DM5568  PID         -  DM5568
 DM5568  STATE/COUNTY-  MN/LAKE
 DM5568  COUNTRY     -  US
 DM5568  USGS QUAD   -  KNIFE RIVER (1992)
 DM5568
 DM5568                         *CURRENT SURVEY CONTROL
 DM5568  ______________________________________________________________________
 DM5568* NAD 83(1986) POSITION- 46 56 51.10   (N) 091 47 05.60   (W)   HD_HELD1  
 DM5568* NAVD 88 ORTHO HEIGHT -   188.640  (meters)     618.90  (feet) ADJUSTED  
 DM5568  ______________________________________________________________________
 DM5568  GEOID HEIGHT    -        -28.66  (meters)                     GEOID09
 DM5568  DYNAMIC HEIGHT  -        188.669 (meters)      618.99  (feet) COMP
 DM5568  MODELED GRAVITY -    980,762.8   (mgal)                       NAVD 88
 DM5568
 DM5568  VERT ORDER      -  SECOND    CLASS I
 DM5568
 DM5568.The horizontal coordinates were established by differentially corrected
 DM5568.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5568.
 DM5568.The orthometric height was determined by differential leveling and
 DM5568.adjusted in June 2011.
 DM5568
 DM5568.The dynamic height is computed by dividing the NAVD 88
 DM5568.geopotential number by the normal gravity value computed on the
 DM5568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5568.degrees latitude (g = 980.6199 gals.).
 DM5568
 DM5568.The modeled gravity was interpolated from observed gravity values.
 DM5568
 DM5568;                    North         East    Units  Estimated Accuracy
 DM5568;SPC MN N     -   150,605.9     900,117.3     MT  (+/- 3 meters HH1 GPS) 
 DM5568
 DM5568                          SUPERSEDED SURVEY CONTROL
 DM5568
 DM5568.No superseded survey control is available for this station.
 DM5568
 DM5568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9246900049(NAD 83)
 DM5568
 DM5568_MARKER: DD = SURVEY DISK
 DM5568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5568_SP_SET: BRIDGE ABUTMENT
 DM5568_STAMPING: 3804 J 1978
 DM5568_MARK LOGO: MNDT  
 DM5568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5568+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2009
 DM5568
 DM5568  HISTORY     - Date     Condition        Report By
 DM5568  HISTORY     - 19780401 MONUMENTED       MNDT
 DM5568  HISTORY     - 20090409 GOOD             MNDT
 DM5568
 DM5568                          STATION DESCRIPTION
 DM5568
 DM5568'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5568'THE MARK IS 7.0 MI (11.3 KM) SOUTHWEST OF TWO HARBORS, IN ABUTMENT AT
 DM5568'SOUTHEAST CORNER OF BRIDGE NUMBER 38510 (COUNTY ROAD OVER KNIFE
 DM5568'RIVER), 6.6 MI (10.6 KM) SOUTHWEST ALONG SCENIC DRIVE (COUNTY ROAD 61)
 DM5568'AND NEW TRUNK HIGHWAY 61 IN TWO HARBORS, THEN 0.05 MI (0.1 KM)
 DM5568'NORTHWEST ALONG CHURCH ROAD.
 DM5568' 
 DM5568'IT IS 17.5 FT (5.3 M) SOUTHWEST OF CHURCH ROAD, 62.5 FT (19.1 M)
 DM5568'NORTHWEST OF COUNTY ROAD 61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4477 ***********************************************************************
 DM4477  DESIGNATION -  3805 A
 DM4477  PID         -  DM4477
 DM4477  STATE/COUNTY-  MN/LAKE
 DM4477  COUNTRY     -  US
 DM4477  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4477
 DM4477                         *CURRENT SURVEY CONTROL
 DM4477  ______________________________________________________________________
 DM4477* NAD 83(1986) POSITION- 47 08 35.     (N) 091 28 08.     (W)   SCALED    
 DM4477* NAVD 88 ORTHO HEIGHT -   228.653  (meters)     750.17  (feet) ADJUSTED  
 DM4477  ______________________________________________________________________
 DM4477  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DM4477  DYNAMIC HEIGHT  -        228.692 (meters)      750.30  (feet) COMP
 DM4477  MODELED GRAVITY -    980,779.0   (mgal)                       NAVD 88
 DM4477
 DM4477  VERT ORDER      -  SECOND    CLASS I
 DM4477
 DM4477.The horizontal coordinates were scaled from a topographic map and have
 DM4477.an estimated accuracy of +/- 6 seconds.
 DM4477.
 DM4477.The orthometric height was determined by differential leveling and
 DM4477.adjusted in June 2011.
 DM4477
 DM4477.The dynamic height is computed by dividing the NAVD 88
 DM4477.geopotential number by the normal gravity value computed on the
 DM4477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4477.degrees latitude (g = 980.6199 gals.).
 DM4477
 DM4477.The modeled gravity was interpolated from observed gravity values.
 DM4477
 DM4477;                    North         East    Units  Estimated Accuracy
 DM4477;SPC MN N     -   172,800.      923,710.      MT  (+/- 180 meters Scaled)
 DM4477
 DM4477                          SUPERSEDED SURVEY CONTROL
 DM4477
 DM4477.No superseded survey control is available for this station.
 DM4477
 DM4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN160221(NAD 83)
 DM4477
 DM4477_MARKER: DD = SURVEY DISK
 DM4477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4477_SP_SET: BRIDGE
 DM4477_STAMPING: 3805 A 2007
 DM4477_MARK LOGO: MNDT  
 DM4477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4477+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DM4477
 DM4477  HISTORY     - Date     Condition        Report By
 DM4477  HISTORY     - 1996     MONUMENTED       MNDT
 DM4477  HISTORY     - 20070703 GOOD             MNDT
 DM4477
 DM4477                          STATION DESCRIPTION
 DM4477
 DM4477'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4477'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF CASTLE DANGER, IN SOUTHWEST
 DM4477'CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 38010, AT THE JUNCTION OF
 DM4477'TRUNK HIGHWAY 61 AND BRIDGE OVER GOOSEBERRY FALLS, AT TRUNK HIGHWAY 61
 DM4477'MILE POINT 39.35.
 DM4477' 
 DM4477'IT IS 25.90 FT (7.9 M) NORTHWEST TRUNK HIGHWAY 61.
 DM4477' 
 DM4477'NOTE-DISK WAS SET IN BRIDGE WHEN BUILT IN 1996, THEN STAMPED WHEN USED
 DM4477'IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4478 ***********************************************************************
 DM4478  DESIGNATION -  3805 B
 DM4478  PID         -  DM4478
 DM4478  STATE/COUNTY-  MN/LAKE
 DM4478  COUNTRY     -  US
 DM4478  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4478
 DM4478                         *CURRENT SURVEY CONTROL
 DM4478  ______________________________________________________________________
 DM4478* NAD 83(1986) POSITION- 47 07 58.     (N) 091 29 00.     (W)   SCALED    
 DM4478* NAVD 88 ORTHO HEIGHT -   210.235  (meters)     689.75  (feet) ADJUSTED  
 DM4478  ______________________________________________________________________
 DM4478  GEOID HEIGHT    -        -29.15  (meters)                     GEOID09
 DM4478  DYNAMIC HEIGHT  -        210.272 (meters)      689.87  (feet) COMP
 DM4478  MODELED GRAVITY -    980,782.7   (mgal)                       NAVD 88
 DM4478
 DM4478  VERT ORDER      -  SECOND    CLASS I
 DM4478
 DM4478.The horizontal coordinates were scaled from a topographic map and have
 DM4478.an estimated accuracy of +/- 6 seconds.
 DM4478.
 DM4478.The orthometric height was determined by differential leveling and
 DM4478.adjusted in June 2011.
 DM4478
 DM4478.The dynamic height is computed by dividing the NAVD 88
 DM4478.geopotential number by the normal gravity value computed on the
 DM4478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4478.degrees latitude (g = 980.6199 gals.).
 DM4478
 DM4478.The modeled gravity was interpolated from observed gravity values.
 DM4478
 DM4478;                    North         East    Units  Estimated Accuracy
 DM4478;SPC MN N     -   171,630.      922,640.      MT  (+/- 180 meters Scaled)
 DM4478
 DM4478                          SUPERSEDED SURVEY CONTROL
 DM4478
 DM4478.No superseded survey control is available for this station.
 DM4478
 DM4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN150210(NAD 83)
 DM4478
 DM4478_MARKER: DD = SURVEY DISK
 DM4478_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4478_STAMPING: 3805 B 2007
 DM4478_MARK LOGO: MNDT  
 DM4478_PROJECTION: FLUSH
 DM4478_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4478+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4478_ROD/PIPE-DEPTH:  6.1 meters
 DM4478
 DM4478  HISTORY     - Date     Condition        Report By
 DM4478  HISTORY     - 2007     MONUMENTED       MNDT
 DM4478
 DM4478                          STATION DESCRIPTION
 DM4478
 DM4478'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4478'THE MARK IS 12.0 MI (19.3 KM) NORTHEAST OF TWO HARBORS, 12.1 MI (19.5
 DM4478'KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4478'HIGHWAY 61 AND COUNTY ROAD 2 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE
 DM4478'POINT 38.25.
 DM4478' 
 DM4478'IT IS 68.6 FT (20.9 M) NORTHWEST OF SOUTHBOUND TRUNK HIGHWAY 61, 36.5
 DM4478'FT (11.1 M) NORTHEAST OF DRIVEWAY NUMBER 3155, 57.5 FT (17.5 M)
 DM4478'NORTHEAST OF POWER POLE WITH GUY WIRE, 3.0 FT (0.9 M) NORTHEAST OF A
 DM4478'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4479 ***********************************************************************
 DM4479  DESIGNATION -  3805 C
 DM4479  PID         -  DM4479
 DM4479  STATE/COUNTY-  MN/LAKE
 DM4479  COUNTRY     -  US
 DM4479  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4479
 DM4479                         *CURRENT SURVEY CONTROL
 DM4479  ______________________________________________________________________
 DM4479* NAD 83(1986) POSITION- 47 07 38.     (N) 091 29 27.     (W)   SCALED    
 DM4479* NAVD 88 ORTHO HEIGHT -   201.878  (meters)     662.33  (feet) ADJUSTED  
 DM4479  ______________________________________________________________________
 DM4479  GEOID HEIGHT    -        -29.14  (meters)                     GEOID09
 DM4479  DYNAMIC HEIGHT  -        201.914 (meters)      662.45  (feet) COMP
 DM4479  MODELED GRAVITY -    980,784.1   (mgal)                       NAVD 88
 DM4479
 DM4479  VERT ORDER      -  SECOND    CLASS I
 DM4479
 DM4479.The horizontal coordinates were scaled from a topographic map and have
 DM4479.an estimated accuracy of +/- 6 seconds.
 DM4479.
 DM4479.The orthometric height was determined by differential leveling and
 DM4479.adjusted in June 2011.
 DM4479
 DM4479.The dynamic height is computed by dividing the NAVD 88
 DM4479.geopotential number by the normal gravity value computed on the
 DM4479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4479.degrees latitude (g = 980.6199 gals.).
 DM4479
 DM4479.The modeled gravity was interpolated from observed gravity values.
 DM4479
 DM4479;                    North         East    Units  Estimated Accuracy
 DM4479;SPC MN N     -   171,000.      922,090.      MT  (+/- 180 meters Scaled)
 DM4479
 DM4479                          SUPERSEDED SURVEY CONTROL
 DM4479
 DM4479.No superseded survey control is available for this station.
 DM4479
 DM4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN144204(NAD 83)
 DM4479
 DM4479_MARKER: DD = SURVEY DISK
 DM4479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4479_STAMPING: 3805 C 2007
 DM4479_MARK LOGO: MNDT  
 DM4479_PROJECTION: FLUSH
 DM4479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4479+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4479_ROD/PIPE-DEPTH:  3.0 meters
 DM4479
 DM4479  HISTORY     - Date     Condition        Report By
 DM4479  HISTORY     - 2007     MONUMENTED       MNDT
 DM4479
 DM4479                          STATION DESCRIPTION
 DM4479
 DM4479'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4479'THE MARK IS 11.5 NORTHEAST OF TWO HARBORS, 11.6 MI (18.7 KM) NORTHEAST
 DM4479'ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4479'COUNTY ROAD 2 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT 37.80.
 DM4479' 
 DM4479'IT IS 70.6 FT (21.5 M) NORTHWEST OF TRUNK HIGHWAY 61, 56.0 FT (17.1 M)
 DM4479'SOUTH OF DRIVEWAY NUMBER 3115, 2.6 FT (0.8 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4481 ***********************************************************************
 DM4481  DESIGNATION -  3805 D
 DM4481  PID         -  DM4481
 DM4481  STATE/COUNTY-  MN/LAKE
 DM4481  COUNTRY     -  US
 DM4481  USGS QUAD   -  CASTLE DANGER (1992)
 DM4481
 DM4481                         *CURRENT SURVEY CONTROL
 DM4481  ______________________________________________________________________
 DM4481* NAD 83(1986) POSITION- 47 06 05.     (N) 091 32 38.     (W)   SCALED    
 DM4481* NAVD 88 ORTHO HEIGHT -   212.657  (meters)     697.69  (feet) ADJUSTED  
 DM4481  ______________________________________________________________________
 DM4481  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 DM4481  DYNAMIC HEIGHT  -        212.694 (meters)      697.81  (feet) COMP
 DM4481  MODELED GRAVITY -    980,782.8   (mgal)                       NAVD 88
 DM4481
 DM4481  VERT ORDER      -  SECOND    CLASS I
 DM4481
 DM4481.The horizontal coordinates were scaled from a topographic map and have
 DM4481.an estimated accuracy of +/- 6 seconds.
 DM4481.
 DM4481.The orthometric height was determined by differential leveling and
 DM4481.adjusted in June 2011.
 DM4481
 DM4481.The dynamic height is computed by dividing the NAVD 88
 DM4481.geopotential number by the normal gravity value computed on the
 DM4481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4481.degrees latitude (g = 980.6199 gals.).
 DM4481
 DM4481.The modeled gravity was interpolated from observed gravity values.
 DM4481
 DM4481;                    North         East    Units  Estimated Accuracy
 DM4481;SPC MN N     -   168,050.      918,120.      MT  (+/- 180 meters Scaled)
 DM4481
 DM4481                          SUPERSEDED SURVEY CONTROL
 DM4481
 DM4481.No superseded survey control is available for this station.
 DM4481
 DM4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN104174(NAD 83)
 DM4481
 DM4481_MARKER: DB = BENCH MARK DISK
 DM4481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4481_SP_SET: BRIDGE
 DM4481_STAMPING: 3805 D 2007
 DM4481_MARK LOGO: MNDT  
 DM4481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4481+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2007
 DM4481
 DM4481  HISTORY     - Date     Condition        Report By
 DM4481  HISTORY     - 2007     MONUMENTED       MNDT
 DM4481  HISTORY     - 20070820 GOOD             MNDT
 DM4481
 DM4481                          STATION DESCRIPTION
 DM4481
 DM4481'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4481'THE MARK IS 8.0 NORTHEAST OF TWO HARBORS, IN ABUTMENT IN SOUTHEAST
 DM4481'CORNER OF NORTHEAST END OF TRUNK HIGHWAY 61 BRIDGE OVER CROW CREEK,
 DM4481'8.4 MI (13.5 KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF
 DM4481'TRUNK HIGHWAY 61 AND COUNTY ROAD 2 IN TWO HARBORS, AT TRUNK HIGHWAY 61
 DM4481'MILEPOST 34.7.
 DM4481' 
 DM4481'IT IS 22.0 FT (6.7 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4481' 
 DM4481'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1968, THEN STAMPED WHEN USED IN
 DM4481'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4482 ***********************************************************************
 DM4482  DESIGNATION -  3805 E
 DM4482  PID         -  DM4482
 DM4482  STATE/COUNTY-  MN/LAKE
 DM4482  COUNTRY     -  US
 DM4482  USGS QUAD   -  CASTLE DANGER (1992)
 DM4482
 DM4482                         *CURRENT SURVEY CONTROL
 DM4482  ______________________________________________________________________
 DM4482* NAD 83(1986) POSITION- 47 05 43.     (N) 091 33 13.     (W)   SCALED    
 DM4482* NAVD 88 ORTHO HEIGHT -   208.047  (meters)     682.57  (feet) ADJUSTED  
 DM4482  ______________________________________________________________________
 DM4482  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 DM4482  DYNAMIC HEIGHT  -        208.084 (meters)      682.69  (feet) COMP
 DM4482  MODELED GRAVITY -    980,782.1   (mgal)                       NAVD 88
 DM4482
 DM4482  VERT ORDER      -  SECOND    CLASS I
 DM4482
 DM4482.The horizontal coordinates were scaled from a topographic map and have
 DM4482.an estimated accuracy of +/- 6 seconds.
 DM4482.
 DM4482.The orthometric height was determined by differential leveling and
 DM4482.adjusted in June 2011.
 DM4482
 DM4482.The dynamic height is computed by dividing the NAVD 88
 DM4482.geopotential number by the normal gravity value computed on the
 DM4482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4482.degrees latitude (g = 980.6199 gals.).
 DM4482
 DM4482.The modeled gravity was interpolated from observed gravity values.
 DM4482
 DM4482;                    North         East    Units  Estimated Accuracy
 DM4482;SPC MN N     -   167,350.      917,390.      MT  (+/- 180 meters Scaled)
 DM4482
 DM4482                          SUPERSEDED SURVEY CONTROL
 DM4482
 DM4482.No superseded survey control is available for this station.
 DM4482
 DM4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN097167(NAD 83)
 DM4482
 DM4482_MARKER: DD = SURVEY DISK
 DM4482_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4482_SP_SET: TUNNELHEAD WALL
 DM4482_STAMPING: 3805 E 2007
 DM4482_MARK LOGO: MNDT  
 DM4482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4482+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4482
 DM4482  HISTORY     - Date     Condition        Report By
 DM4482  HISTORY     - 2007     MONUMENTED       MNDT
 DM4482
 DM4482                          STATION DESCRIPTION
 DM4482
 DM4482'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4482'THE MARK IS 8.0 NORTHEAST OF TWO HARBORS, IN SECOND TUNNELHEAD WALL
 DM4482'NORTH OF TWO HARBOR IN NORTHWEST CORNER OF WEST END OF TRUNK HIGHWAY
 DM4482'61 TUNNEL NUMBER 38003, 7.85 MI (12.6 KM) NORTHEAST ALONG TRUNK
 DM4482'HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 2 IN
 DM4482'TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT 34.7, 37.7 FT (11.5 M)
 DM4482'NORTH OF TRUNK HIGHWAY 61.  DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4483 ***********************************************************************
 DM4483  DESIGNATION -  3805 F
 DM4483  PID         -  DM4483
 DM4483  STATE/COUNTY-  MN/LAKE
 DM4483  COUNTRY     -  US
 DM4483  USGS QUAD   -  CASTLE DANGER (1992)
 DM4483
 DM4483                         *CURRENT SURVEY CONTROL
 DM4483  ______________________________________________________________________
 DM4483* NAD 83(1986) POSITION- 47 05 00.     (N) 091 34 57.     (W)   SCALED    
 DM4483* NAVD 88 ORTHO HEIGHT -   209.432  (meters)     687.11  (feet) ADJUSTED  
 DM4483  ______________________________________________________________________
 DM4483  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 DM4483  DYNAMIC HEIGHT  -        209.467 (meters)      687.23  (feet) COMP
 DM4483  MODELED GRAVITY -    980,775.4   (mgal)                       NAVD 88
 DM4483
 DM4483  VERT ORDER      -  SECOND    CLASS I
 DM4483
 DM4483.The horizontal coordinates were scaled from a topographic map and have
 DM4483.an estimated accuracy of +/- 6 seconds.
 DM4483.
 DM4483.The orthometric height was determined by differential leveling and
 DM4483.adjusted in June 2011.
 DM4483
 DM4483.The dynamic height is computed by dividing the NAVD 88
 DM4483.geopotential number by the normal gravity value computed on the
 DM4483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4483.degrees latitude (g = 980.6199 gals.).
 DM4483
 DM4483.The modeled gravity was interpolated from observed gravity values.
 DM4483
 DM4483;                    North         East    Units  Estimated Accuracy
 DM4483;SPC MN N     -   165,980.      915,230.      MT  (+/- 180 meters Scaled)
 DM4483
 DM4483                          SUPERSEDED SURVEY CONTROL
 DM4483
 DM4483.No superseded survey control is available for this station.
 DM4483
 DM4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN075153(NAD 83)
 DM4483
 DM4483_MARKER: DD = SURVEY DISK
 DM4483_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4483_SP_SET: ROCK
 DM4483_STAMPING: 3805 F 2007
 DM4483_MARK LOGO: MNDT  
 DM4483_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4483+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4483
 DM4483  HISTORY     - Date     Condition        Report By
 DM4483  HISTORY     - 2007     MONUMENTED       MNDT
 DM4483
 DM4483                          STATION DESCRIPTION
 DM4483
 DM4483'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4483'THE MARK IS 6.0 MI (9.7 KM) NORTHEAST OF TWO HARBORS, 5.85 MI (9.4 KM)
 DM4483'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4483'AND COUNTY ROAD 2 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM4483'32.10.
 DM4483' 
 DM4483'IT IS 88.4 FT (26.9 M) WEST-NORTHWEST OF TRUNK HIGHWAY 61, 16.9 FT
 DM4483'(5.2 M) SOUTHWEST OF POWER POLE NUMBER W2 256, 1.9 FT (0.6 M)
 DM4483'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4484 ***********************************************************************
 DM4484  DESIGNATION -  3805 G
 DM4484  PID         -  DM4484
 DM4484  STATE/COUNTY-  MN/LAKE
 DM4484  COUNTRY     -  US
 DM4484  USGS QUAD   -  CASTLE DANGER (1992)
 DM4484
 DM4484                         *CURRENT SURVEY CONTROL
 DM4484  ______________________________________________________________________
 DM4484* NAD 83(1986) POSITION- 47 04 11.     (N) 091 35 29.     (W)   SCALED    
 DM4484* NAVD 88 ORTHO HEIGHT -   217.547  (meters)     713.74  (feet) ADJUSTED  
 DM4484  ______________________________________________________________________
 DM4484  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 DM4484  DYNAMIC HEIGHT  -        217.585 (meters)      713.86  (feet) COMP
 DM4484  MODELED GRAVITY -    980,781.7   (mgal)                       NAVD 88
 DM4484
 DM4484  VERT ORDER      -  SECOND    CLASS I
 DM4484
 DM4484.The horizontal coordinates were scaled from a topographic map and have
 DM4484.an estimated accuracy of +/- 6 seconds.
 DM4484.
 DM4484.The orthometric height was determined by differential leveling and
 DM4484.adjusted in June 2011.
 DM4484
 DM4484.The dynamic height is computed by dividing the NAVD 88
 DM4484.geopotential number by the normal gravity value computed on the
 DM4484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4484.degrees latitude (g = 980.6199 gals.).
 DM4484
 DM4484.The modeled gravity was interpolated from observed gravity values.
 DM4484
 DM4484;                    North         East    Units  Estimated Accuracy
 DM4484;SPC MN N     -   164,460.      914,580.      MT  (+/- 180 meters Scaled)
 DM4484
 DM4484                          SUPERSEDED SURVEY CONTROL
 DM4484
 DM4484.No superseded survey control is available for this station.
 DM4484
 DM4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN069138(NAD 83)
 DM4484
 DM4484_MARKER: DD = SURVEY DISK
 DM4484_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4484_SP_SET: BRIDGE
 DM4484_STAMPING: 3805 G 2007
 DM4484_MARK LOGO: MNDT  
 DM4484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4484+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 DM4484
 DM4484  HISTORY     - Date     Condition        Report By
 DM4484  HISTORY     - 2007     MONUMENTED       MNDT
 DM4484  HISTORY     - 20070801 GOOD             MNDT
 DM4484
 DM4484                          STATION DESCRIPTION
 DM4484
 DM4484'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4484'THE MARK IS 5.0 MI (8.0 KM) NORTHEAST OF TWO HARBORS, IN ABUTMENT IN
 DM4484'SOUTHEAST CORNER OF WALKING PATH BRIDGE NUMBER 38014, 4.85 MI (7.8 KM)
 DM4484'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4484'AND COUNTY ROAD 2 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT 31.0.
 DM4484'IT IS 10.0 FT (3.0 M) SOUTHEAST OF GITCHI GAMI STATE TRAIL, AT NORTH
 DM4484'END OF SILVER CREEK CLIFF TUNNEL.
 DM4484' 
 DM4484'NOTE-DISK SET IN PEDSETRIAN BRIDGE WHEN BUILT IN 2004, THEN STAMPED
 DM4484'WHEN USED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4485 ***********************************************************************
 DM4485  DESIGNATION -  3805 H
 DM4485  PID         -  DM4485
 DM4485  STATE/COUNTY-  MN/LAKE
 DM4485  COUNTRY     -  US
 DM4485  USGS QUAD   -  TWO HARBORS (1992)
 DM4485
 DM4485                         *CURRENT SURVEY CONTROL
 DM4485  ______________________________________________________________________
 DM4485* NAD 83(1986) POSITION- 47 02 06.     (N) 091 38 51.     (W)   SCALED    
 DM4485* NAVD 88 ORTHO HEIGHT -   190.852  (meters)     626.15  (feet) ADJUSTED  
 DM4485  ______________________________________________________________________
 DM4485  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 DM4485  DYNAMIC HEIGHT  -        190.886 (meters)      626.27  (feet) COMP
 DM4485  MODELED GRAVITY -    980,784.9   (mgal)                       NAVD 88
 DM4485
 DM4485  VERT ORDER      -  SECOND    CLASS I
 DM4485
 DM4485.The horizontal coordinates were scaled from a topographic map and have
 DM4485.an estimated accuracy of +/- 6 seconds.
 DM4485.
 DM4485.The orthometric height was determined by differential leveling and
 DM4485.adjusted in June 2011.
 DM4485
 DM4485.The dynamic height is computed by dividing the NAVD 88
 DM4485.geopotential number by the normal gravity value computed on the
 DM4485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4485.degrees latitude (g = 980.6199 gals.).
 DM4485
 DM4485.The modeled gravity was interpolated from observed gravity values.
 DM4485
 DM4485;                    North         East    Units  Estimated Accuracy
 DM4485;SPC MN N     -   160,520.      910,390.      MT  (+/- 180 meters Scaled)
 DM4485
 DM4485                          SUPERSEDED SURVEY CONTROL
 DM4485
 DM4485.No superseded survey control is available for this station.
 DM4485
 DM4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN027099(NAD 83)
 DM4485
 DM4485_MARKER: DD = SURVEY DISK
 DM4485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4485_STAMPING: 3805 H 2007
 DM4485_MARK LOGO: MNDT  
 DM4485_PROJECTION: FLUSH
 DM4485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4485+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4485_ROD/PIPE-DEPTH:  7.6 meters
 DM4485
 DM4485  HISTORY     - Date     Condition        Report By
 DM4485  HISTORY     - 2007     MONUMENTED       MNDT
 DM4485
 DM4485                          STATION DESCRIPTION
 DM4485
 DM4485'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4485'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF TWO HARBORS, 1.15 MI (1.9 KM)
 DM4485'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4485'AND COUNTY ROAD 2 IN TWO HARBORS, AT TRUNK HIGHWAY 61 MILE POINT
 DM4485'27.30.
 DM4485' 
 DM4485'IT IS 51.2 FT (15.6 M) SOUTHEAST OF TRUNK HIGHWAY 61, 71.9 FT (21.9 M)
 DM4485'NORTHEAST OF SUPERIOR SHORES DRIVE, 2.0 FT (0.6 M) NORTH OF A WITNESS
 DM4485'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4475 ***********************************************************************
 DM4475  DESIGNATION -  3806 A
 DM4475  PID         -  DM4475
 DM4475  STATE/COUNTY-  MN/LAKE
 DM4475  COUNTRY     -  US
 DM4475  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4475
 DM4475                         *CURRENT SURVEY CONTROL
 DM4475  ______________________________________________________________________
 DM4475* NAD 83(1986) POSITION- 47 08 47.     (N) 091 27 17.     (W)   SCALED    
 DM4475* NAVD 88 ORTHO HEIGHT -   220.929  (meters)     724.83  (feet) ADJUSTED  
 DM4475  ______________________________________________________________________
 DM4475  GEOID HEIGHT    -        -29.22  (meters)                     GEOID09
 DM4475  DYNAMIC HEIGHT  -        220.967 (meters)      724.96  (feet) COMP
 DM4475  MODELED GRAVITY -    980,776.9   (mgal)                       NAVD 88
 DM4475
 DM4475  VERT ORDER      -  SECOND    CLASS I
 DM4475
 DM4475.The horizontal coordinates were scaled from a topographic map and have
 DM4475.an estimated accuracy of +/- 6 seconds.
 DM4475.
 DM4475.The orthometric height was determined by differential leveling and
 DM4475.adjusted in June 2011.
 DM4475
 DM4475.The dynamic height is computed by dividing the NAVD 88
 DM4475.geopotential number by the normal gravity value computed on the
 DM4475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4475.degrees latitude (g = 980.6199 gals.).
 DM4475
 DM4475.The modeled gravity was interpolated from observed gravity values.
 DM4475
 DM4475;                    North         East    Units  Estimated Accuracy
 DM4475;SPC MN N     -   173,190.      924,780.      MT  (+/- 180 meters Scaled)
 DM4475
 DM4475                          SUPERSEDED SURVEY CONTROL
 DM4475
 DM4475.No superseded survey control is available for this station.
 DM4475
 DM4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN171225(NAD 83)
 DM4475
 DM4475_MARKER: DD = SURVEY DISK
 DM4475_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4475_SP_SET: ROCK
 DM4475_STAMPING: 3806 A 1971
 DM4475_MARK LOGO: MNHD  
 DM4475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4475+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DM4475
 DM4475  HISTORY     - Date     Condition        Report By
 DM4475  HISTORY     - 1971     MONUMENTED       MNHD
 DM4475  HISTORY     - 20070703 GOOD             MNDT
 DM4475
 DM4475                          STATION DESCRIPTION
 DM4475
 DM4475'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4475'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4475'THE MARK IS 13.5 MI (21.7 KM) NORTHEAST OF TWO HARBORS, 0.85 MI (1.4
 DM4475'KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4475'HIGHWAY 61 AND BRIDGE OVER GOOSEBERRY FALLS, THENCE 0.15 MI (0.2 KM)
 DM4475'SOUTHEAST ON BIKE PATH.
 DM4475' 
 DM4475'IT IS 128.5 FT (39.2 M) SOUTHWEST OF STATION J 341, 38.0 FT (11.6 M)
 DM4475'NORTHWEST OF BIKE PATH, 13.5 FT (4.1 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0596 ***********************************************************************
 SH0596  DESIGNATION -  3806 D
 SH0596  PID         -  SH0596
 SH0596  STATE/COUNTY-  MN/LAKE
 SH0596  COUNTRY     -  US
 SH0596  USGS QUAD   -  SPLIT ROCK POINT (1976)
 SH0596
 SH0596                         *CURRENT SURVEY CONTROL
 SH0596  ______________________________________________________________________
 SH0596* NAD 83(1986) POSITION- 47 09 54.4    (N) 091 25 40.3    (W)   HD_HELD2  
 SH0596* NAVD 88 ORTHO HEIGHT -   197.016  (meters)     646.38  (feet) ADJUSTED  
 SH0596  ______________________________________________________________________
 SH0596  GEOID HEIGHT    -        -29.26  (meters)                     GEOID09
 SH0596  DYNAMIC HEIGHT  -        197.049 (meters)      646.48  (feet) COMP
 SH0596  MODELED GRAVITY -    980,779.9   (mgal)                       NAVD 88
 SH0596
 SH0596  VERT ORDER      -  FIRST     CLASS II
 SH0596
 SH0596.The horizontal coordinates were established by autonomous hand held GPS
 SH0596.observations and have an estimated accuracy of +/- 10 meters.
 SH0596.
 SH0596.The orthometric height was determined by differential leveling and
 SH0596.adjusted in June 1991.
 SH0596
 SH0596.The dynamic height is computed by dividing the NAVD 88
 SH0596.geopotential number by the normal gravity value computed on the
 SH0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0596.degrees latitude (g = 980.6199 gals.).
 SH0596
 SH0596.The modeled gravity was interpolated from observed gravity values.
 SH0596
 SH0596;                    North         East    Units  Estimated Accuracy
 SH0596;SPC MN N     -   175,314.      926,770.      MT  (+/- 10 meters HH2 GPS)
 SH0596
 SH0596                          SUPERSEDED SURVEY CONTROL
 SH0596
 SH0596.No superseded survey control is available for this station.
 SH0596
 SH0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN1915224711(NAD 83)
 SH0596
 SH0596_MARKER: DV = VERTICAL CONTROL DISK
 SH0596_SETTING: 66 = SET IN ROCK OUTCROP
 SH0596_SP_SET: ROCK OUTCROP
 SH0596_STAMPING: 3806 D 1971
 SH0596_MARK LOGO: MNHD  
 SH0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 SH0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0596+STABILITY: POSITION/ELEVATION WELL
 SH0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SH0596+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 SH0596
 SH0596  HISTORY     - Date     Condition        Report By
 SH0596  HISTORY     - 1971     MONUMENTED       MNDT
 SH0596  HISTORY     - 1979     GOOD             NGS
 SH0596  HISTORY     - 19910425 GOOD             USPSQD
 SH0596  HISTORY     - 20070703 GOOD             MNDT
 SH0596  HISTORY     - 20090812 GOOD             GEOCAC
 SH0596
 SH0596                          STATION DESCRIPTION
 SH0596
 SH0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SH0596'9.1 MI SW FROM BEAVER BAY.
 SH0596'9.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE BRIDGE OVER
 SH0596'THE BEAVER RIVER IN BEAVER BAY, 0.1 MILE SOUTHWEST OF MILEPOST
 SH0596'342, IN THE TOP OF THE NORTHEAST END OF A ROCK OUTCROP LEDGE, ON
 SH0596'THE INSIDE OF THE CURVE IN THE HIGHWAY, 348 FT. SOUTHWEST OF
 SH0596'DRIVEWAY V 421, 25.0 FT. NORTHWEST OF THE CENTERLINE OF THE
 SH0596'HIGHWAY.
 SH0596'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 SH0596'THE MARK IS 2 FT ABOVE THE HIGHWAY.
 SH0596
 SH0596                          STATION RECOVERY (1991)
 SH0596
 SH0596'RECOVERY NOTE BY US POWER SQUADRON 1991 (DCC)
 SH0596'RECOVERED IN GOOD CONDITION.
 SH0596
 SH0596                          STATION RECOVERY (2007)
 SH0596
 SH0596'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 SH0596'RECOVERED AS DESCRIBED.
 SH0596
 SH0596                          STATION RECOVERY (2009)
 SH0596
 SH0596'RECOVERY NOTE BY GEOCACHING 2009 (MEL)
 SH0596'HH2  470954.6 912540.3
 SH0596' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4473 ***********************************************************************
 DM4473  DESIGNATION -  3806 F
 DM4473  PID         -  DM4473
 DM4473  STATE/COUNTY-  MN/LAKE
 DM4473  COUNTRY     -  US
 DM4473  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4473
 DM4473                         *CURRENT SURVEY CONTROL
 DM4473  ______________________________________________________________________
 DM4473* NAD 83(1986) POSITION- 47 10 58.     (N) 091 24 29.     (W)   SCALED    
 DM4473* NAVD 88 ORTHO HEIGHT -   187.129  (meters)     613.94  (feet) ADJUSTED  
 DM4473  ______________________________________________________________________
 DM4473  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 DM4473  DYNAMIC HEIGHT  -        187.160 (meters)      614.04  (feet) COMP
 DM4473  MODELED GRAVITY -    980,778.5   (mgal)                       NAVD 88
 DM4473
 DM4473  VERT ORDER      -  SECOND    CLASS I
 DM4473
 DM4473.The horizontal coordinates were scaled from a topographic map and have
 DM4473.an estimated accuracy of +/- 6 seconds.
 DM4473.
 DM4473.The orthometric height was determined by differential leveling and
 DM4473.adjusted in June 2011.
 DM4473
 DM4473.The dynamic height is computed by dividing the NAVD 88
 DM4473.geopotential number by the normal gravity value computed on the
 DM4473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4473.degrees latitude (g = 980.6199 gals.).
 DM4473
 DM4473.The modeled gravity was interpolated from observed gravity values.
 DM4473
 DM4473;                    North         East    Units  Estimated Accuracy
 DM4473;SPC MN N     -   177,310.      928,230.      MT  (+/- 180 meters Scaled)
 DM4473
 DM4473                          SUPERSEDED SURVEY CONTROL
 DM4473
 DM4473.No superseded survey control is available for this station.
 DM4473
 DM4473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN206267(NAD 83)
 DM4473
 DM4473_MARKER: DB = BENCH MARK DISK
 DM4473_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4473_SP_SET: BOX CULVERT
 DM4473_STAMPING: 3806 F 1971
 DM4473_MARK LOGO: MNHD  
 DM4473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4473+STABILITY: SURFACE MOTION
 DM4473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4473+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2007
 DM4473
 DM4473  HISTORY     - Date     Condition        Report By
 DM4473  HISTORY     - 1971     MONUMENTED       MNHD
 DM4473  HISTORY     - 20070702 GOOD             MNDT
 DM4473
 DM4473                          STATION DESCRIPTION
 DM4473
 DM4473'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4473'THE MARK IS IN NORTHEAST CORNER OF TRUNK HIGHWAY 61 TRIPLE CONCRETE
 DM4473'BOX CULVERT, 7.65 MI (12.3 KM) SOUTHWEST OF BEAVER BAY, AT TRUNK
 DM4473'HIGHWAY 61 MILE POINT 43.40, 0.4 MI (0.6 KM) NORTHEAST OF MILEPOST 43.
 DM4473'IT IS 72 FT (21.9 M) SOUTHEAST OF TRUNK HIGHWAY 61, AT SPLIT ROCK
 DM4473'RIVER IN NORTHEAST CORNER OF BRIDGE, 1.0 FT (0.3 M) SOUTHWEST OF A
 DM4473'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0758 ***********************************************************************
 SH0758  DESIGNATION -  3806 G
 SH0758  PID         -  SH0758
 SH0758  STATE/COUNTY-  MN/LAKE
 SH0758  COUNTRY     -  US
 SH0758  USGS QUAD   -  SPLIT ROCK POINT (1976)
 SH0758
 SH0758                         *CURRENT SURVEY CONTROL
 SH0758  ______________________________________________________________________
 SH0758* NAD 83(1996) POSITION- 47 11 22.17563(N) 091 23 42.90586(W)   NO CHECK  
 SH0758* NAVD 88 ORTHO HEIGHT -   214.773  (meters)     704.63  (feet) ADJUSTED  
 SH0758  ______________________________________________________________________
 SH0758  LAPLACE CORR    -        -13.97  (seconds)                    DEFLEC09
 SH0758  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 SH0758  DYNAMIC HEIGHT  -        214.810 (meters)      704.76  (feet) COMP
 SH0758  MODELED GRAVITY -    980,776.4   (mgal)                       NAVD 88
 SH0758
 SH0758  HORZ ORDER      -  THIRD
 SH0758  VERT ORDER      -  SECOND    CLASS I
 SH0758
 SH0758.The horizontal coordinates were established by classical geodetic methods
 SH0758.and adjusted by the National Geodetic Survey in March 1999.
 SH0758.
 SH0758.No horizontal observational check was made to the station.
 SH0758.
 SH0758.The orthometric height was determined by differential leveling and
 SH0758.adjusted in June 2011.
 SH0758
 SH0758.Photographs are available for this station.
 SH0758
 SH0758.The Laplace correction was computed from DEFLEC09 derived deflections.
 SH0758
 SH0758.The dynamic height is computed by dividing the NAVD 88
 SH0758.geopotential number by the normal gravity value computed on the
 SH0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0758.degrees latitude (g = 980.6199 gals.).
 SH0758
 SH0758.The modeled gravity was interpolated from observed gravity values.
 SH0758
 SH0758. The following values were computed from the NAD 83(1996) position.
 SH0758
 SH0758;                    North         East     Units Scale Factor Converg.
 SH0758;SPC MN N     -   178,078.350   929,182.343   MT  0.99996590   +1 15 48.9
 SH0758;SPC MN N     -   584,245.39  3,048,492.40   sFT  0.99996590   +1 15 48.9
 SH0758;UTM  15      - 5,227,471.245   621,568.712   MT  0.99978163   +1 10 38.6
 SH0758
 SH0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SH0758!SPC MN N     -   0.99997093  x   0.99996590  =   0.99993683
 SH0758!UTM  15      -   0.99997093  x   0.99978163  =   0.99975257
 SH0758
 SH0758                          SUPERSEDED SURVEY CONTROL
 SH0758
 SH0758  NAD 83(1991)-  47 11 22.18346(N)    091 23 42.90368(W) AD(       ) 3
 SH0758  NAD 83(1986)-  47 11 22.18051(N)    091 23 42.90052(W) AD(       ) 3
 SH0758  NAD 27      -  47 11 22.44793(N)    091 23 42.29026(W) AD(       ) 3
 SH0758  NGVD 29 (07/19/86)  214.74   (m)          704.5    (f) LEVELING    3  
 SH0758
 SH0758.Superseded values are not recommended for survey control.
 SH0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SH0758.See file dsdata.txt to determine how the superseded data were derived.
 SH0758
 SH0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2156827471(NAD 83)
 SH0758
 SH0758_MARKER: DB = BENCH MARK DISK
 SH0758_SETTING: 66 = SET IN ROCK OUTCROP
 SH0758_STAMPING: 3806 G 1971
 SH0758_MARK LOGO: MNDT  
 SH0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 SH0758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0758+STABILITY: POSITION/ELEVATION WELL
 SH0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SH0758+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2007
 SH0758
 SH0758  HISTORY     - Date     Condition        Report By
 SH0758  HISTORY     - 1977     MONUMENTED       MNDT
 SH0758  HISTORY     - 20070902 GOOD             MNDT
 SH0758
 SH0758                          STATION DESCRIPTION
 SH0758
 SH0758'DESCRIBED BY MN DEPT OF TRANSP 1977
 SH0758'THE STATION MARK, A STANDARD MNHD BENCH MARK DISK STAMPED
 SH0758'3806 G 1971, IS SET IN LEDGE ROCK BETWEEN THE OLD TRUNK HIGHWAY 61
 SH0758'AND THE NEW TRUNK HIGHWAY 61 AT MILEPOINT 344.15.  THE MARK IS 54.0
 SH0758'FEET SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 61, 45 FEET
 SH0758'NORTH OF A 10 INCH DIAMETER BIRCH TREE, 18.0 FEET NORTH-NORTHEAST
 SH0758'OF A STEEL WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 SH0758'LEVEL OF TRUNK HIGHWAY 61.
 SH0758'
 SH0758'TO REACH THE STATION MARK FROM BEAVER BAY, GO SOUTHWEST ON TRUNK
 SH0758'HIGHWAY 61 FOR 6.85 MILES TO THE MARK ON THE LEFT.
 SH0758'
 SH0758'(FORMERLY SPLIT ROCK 1943 AZ MK)
 SH0758
 SH0758                          STATION RECOVERY (2007)
 SH0758
 SH0758'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 SH0758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0598 ***********************************************************************
 SH0598  DESIGNATION -  3806 H
 SH0598  PID         -  SH0598
 SH0598  STATE/COUNTY-  MN/LAKE
 SH0598  COUNTRY     -  US
 SH0598  USGS QUAD   -  SPLIT ROCK POINT (1976)
 SH0598
 SH0598                         *CURRENT SURVEY CONTROL
 SH0598  ______________________________________________________________________
 SH0598* NAD 83(1986) POSITION- 47 11 42.     (N) 091 23 14.     (W)   SCALED    
 SH0598* NAVD 88 ORTHO HEIGHT -   225.696  (meters)     740.47  (feet) ADJUSTED  
 SH0598  ______________________________________________________________________
 SH0598  GEOID HEIGHT    -        -29.31  (meters)                     GEOID09
 SH0598  DYNAMIC HEIGHT  -        225.733 (meters)      740.59  (feet) COMP
 SH0598  MODELED GRAVITY -    980,772.7   (mgal)                       NAVD 88
 SH0598
 SH0598  VERT ORDER      -  FIRST     CLASS II
 SH0598
 SH0598.The horizontal coordinates were scaled from a topographic map and have
 SH0598.an estimated accuracy of +/- 6 seconds.
 SH0598.
 SH0598.The orthometric height was determined by differential leveling and
 SH0598.adjusted in June 1991.
 SH0598
 SH0598.The dynamic height is computed by dividing the NAVD 88
 SH0598.geopotential number by the normal gravity value computed on the
 SH0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0598.degrees latitude (g = 980.6199 gals.).
 SH0598
 SH0598.The modeled gravity was interpolated from observed gravity values.
 SH0598
 SH0598;                    North         East    Units  Estimated Accuracy
 SH0598;SPC MN N     -   178,700.      929,780.      MT  (+/- 180 meters Scaled)
 SH0598
 SH0598                          SUPERSEDED SURVEY CONTROL
 SH0598
 SH0598.No superseded survey control is available for this station.
 SH0598
 SH0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN221280(NAD 83)
 SH0598
 SH0598_MARKER: DB = BENCH MARK DISK
 SH0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SH0598_SP_SET: CONCRETE POST
 SH0598_STAMPING: 3806 H 1971
 SH0598_MARK LOGO: MNHD  
 SH0598_PROJECTION: PROJECTING 18 CENTIMETERS
 SH0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SH0598+STABILITY: SURFACE MOTION
 SH0598
 SH0598  HISTORY     - Date     Condition        Report By
 SH0598  HISTORY     - 1971     MONUMENTED       MNHD
 SH0598  HISTORY     - 1979     GOOD             NGS
 SH0598  HISTORY     - 19910423 GOOD             USPSQD
 SH0598  HISTORY     - 20070621 GOOD             MNDT
 SH0598
 SH0598                          STATION DESCRIPTION
 SH0598
 SH0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SH0598'6.3 MI SW FROM BEAVER BAY.
 SH0598'6.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE BRIDGE OVER
 SH0598'THE BEAVER RIVER IN BEAVER BAY, 0.3 MILE SOUTHWEST OF MILEPOST
 SH0598'345, AT SPLIT ROCK STATE WAYSIDE, 94.0 FT. SOUTH OF THE
 SH0598'CENTERLINE OF A DRIVEWAY LEADING TO THE WAYSIDE, 57.0 FT.
 SH0598'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 SH0598'THE MARK IS 1.5 FT  NW FROM A WITNESS POST.
 SH0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 SH0598
 SH0598                          STATION RECOVERY (1991)
 SH0598
 SH0598'RECOVERY NOTE BY US POWER SQUADRON 1991 (DCC)
 SH0598'RECOVERED IN GOOD CONDITION.
 SH0598
 SH0598                          STATION RECOVERY (2007)
 SH0598
 SH0598'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 SH0598'THE MARK IS LOCATED ABOUT 14.0 MI (22.6 KM) SOUTHWEST OF ILLGEN CITY,
 SH0598'9.2 MI (14.8 KM) SOUTHWEST OF SILVER BAY AND 7.5 MI (12.1 KM)
 SH0598'NORTHEAST OF CASTLE DANGER.   TO REACH TO THE MARK GO 6.35 MILES ALONG
 SH0598'SOUTHWEST OF BEAVER BAY, GO 53 FEET LEFT OF TRUNK HIGHWAY 61 TO TRUNK
 SH0598'HIGHWAY 61 STATION 1835+30, 60 FEET FROM SOUTHWEST END OF CURB AT
 SH0598'WAYSIDE REST, 2 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4471 ***********************************************************************
 DM4471  DESIGNATION -  3806 J
 DM4471  PID         -  DM4471
 DM4471  STATE/COUNTY-  MN/LAKE
 DM4471  COUNTRY     -  US
 DM4471  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4471
 DM4471                         *CURRENT SURVEY CONTROL
 DM4471  ______________________________________________________________________
 DM4471* NAD 83(1986) POSITION- 47 11 59.     (N) 091 22 46.     (W)   SCALED    
 DM4471* NAVD 88 ORTHO HEIGHT -   232.940  (meters)     764.24  (feet) ADJUSTED  
 DM4471  ______________________________________________________________________
 DM4471  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 DM4471  DYNAMIC HEIGHT  -        232.978 (meters)      764.36  (feet) COMP
 DM4471  MODELED GRAVITY -    980,771.6   (mgal)                       NAVD 88
 DM4471
 DM4471  VERT ORDER      -  SECOND    CLASS I
 DM4471
 DM4471.The horizontal coordinates were scaled from a topographic map and have
 DM4471.an estimated accuracy of +/- 6 seconds.
 DM4471.
 DM4471.The orthometric height was determined by differential leveling and
 DM4471.adjusted in June 2011.
 DM4471
 DM4471.The dynamic height is computed by dividing the NAVD 88
 DM4471.geopotential number by the normal gravity value computed on the
 DM4471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4471.degrees latitude (g = 980.6199 gals.).
 DM4471
 DM4471.The modeled gravity was interpolated from observed gravity values.
 DM4471
 DM4471;                    North         East    Units  Estimated Accuracy
 DM4471;SPC MN N     -   179,240.      930,360.      MT  (+/- 180 meters Scaled)
 DM4471
 DM4471                          SUPERSEDED SURVEY CONTROL
 DM4471
 DM4471.No superseded survey control is available for this station.
 DM4471
 DM4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN227286(NAD 83)
 DM4471
 DM4471_MARKER: DB = BENCH MARK DISK
 DM4471_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4471_SP_SET: ROCK
 DM4471_STAMPING: 3806 J 1971
 DM4471_MARK LOGO: MNHD  
 DM4471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4471+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 DM4471
 DM4471  HISTORY     - Date     Condition        Report By
 DM4471  HISTORY     - 1971     MONUMENTED       MNHD
 DM4471  HISTORY     - 20070620 GOOD             MNDT
 DM4471
 DM4471                          STATION DESCRIPTION
 DM4471
 DM4471'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4471'THE MARK IS 6.0 MI (9.7 KM) SOUTHWEST OF BEAVER BAY, 5.9 MI (9.5 KM)
 DM4471'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4471'AND COUNTY ROAD 4 IN BEAVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 45.15.
 DM4471'IT IS 36 FT (11.0 M) SOTUHEAST OF TRUNK HIGHWAY 61, 11 FT (3.4 M) EAST
 DM4471'OF END OF CURB AT NORTH END OF SPLIT ROCK LOOKOUT, 28.7 FT (8.7 M)
 DM4471'NORTH OF POWER POLE, 21.0 FT (6.4 M) NORTHEAST OF THE NORTHEAST CORNER
 DM4471'OF HIGH STONE PILLAR, AT NORTHEAST END OF WAYSIDE PULLOUT, 7.9 FT (2.4
 DM4471'M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4470 ***********************************************************************
 DM4470  DESIGNATION -  3806 K
 DM4470  PID         -  DM4470
 DM4470  STATE/COUNTY-  MN/LAKE
 DM4470  COUNTRY     -  US
 DM4470  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 DM4470
 DM4470                         *CURRENT SURVEY CONTROL
 DM4470  ______________________________________________________________________
 DM4470* NAD 83(1986) POSITION- 47 12 00.     (N) 091 22 01.     (W)   SCALED    
 DM4470* NAVD 88 ORTHO HEIGHT -   219.984  (meters)     721.73  (feet) ADJUSTED  
 DM4470  ______________________________________________________________________
 DM4470  GEOID HEIGHT    -        -29.38  (meters)                     GEOID09
 DM4470  DYNAMIC HEIGHT  -        220.022 (meters)      721.86  (feet) COMP
 DM4470  MODELED GRAVITY -    980,777.4   (mgal)                       NAVD 88
 DM4470
 DM4470  VERT ORDER      -  SECOND    CLASS I
 DM4470
 DM4470.The horizontal coordinates were scaled from a topographic map and have
 DM4470.an estimated accuracy of +/- 6 seconds.
 DM4470.
 DM4470.The orthometric height was determined by differential leveling and
 DM4470.adjusted in June 2011.
 DM4470
 DM4470.No vertical observational check was made to the station.
 DM4470
 DM4470.The dynamic height is computed by dividing the NAVD 88
 DM4470.geopotential number by the normal gravity value computed on the
 DM4470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4470.degrees latitude (g = 980.6199 gals.).
 DM4470
 DM4470.The modeled gravity was interpolated from observed gravity values.
 DM4470
 DM4470;                    North         East    Units  Estimated Accuracy
 DM4470;SPC MN N     -   179,290.      931,300.      MT  (+/- 180 meters Scaled)
 DM4470
 DM4470                          SUPERSEDED SURVEY CONTROL
 DM4470
 DM4470.No superseded survey control is available for this station.
 DM4470
 DM4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN236286(NAD 83)
 DM4470
 DM4470_MARKER: DB = BENCH MARK DISK
 DM4470_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4470_SP_SET: ROCK
 DM4470_STAMPING: 3806 K 1971
 DM4470_MARK LOGO: MNHD  
 DM4470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4470+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2007
 DM4470
 DM4470  HISTORY     - Date     Condition        Report By
 DM4470  HISTORY     - 1971     MONUMENTED       MNHD
 DM4470  HISTORY     - 20070521 GOOD             MNDT
 DM4470
 DM4470                          STATION DESCRIPTION
 DM4470
 DM4470'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4470'THE MARK IS 5.55 MI (8.9 KM) SOUTHWEST OF BEAVER BAY, 5.2 MI (8.4 KM)
 DM4470'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4470'AND COUNTY ROAD 4 IN BEAVER BAY TO TRUNK HIGHWAY 61 MILE POINT 45.85.
 DM4470' 
 DM4470'THENCE 0.4 MI (0.6 KM) SOUTHEAST ON SPLIT ROCK LIGHTHOUSE ROAD THROUGH
 DM4470'PARK ENTRANCE TO MAIN BUILDING, THENCE WALK 0.05 MI (0.1 KM) SOUTHWEST
 DM4470'TO LIGHT HOUSE, 11 FT (3.4 M) SOUTHWEST OF CORNER OF SPLIT ROCK
 DM4470'LIGHTHOUSE AT GROUND LEVEL, 33 FT (10.1 M) EAST OF A FENCE CORNER, 35
 DM4470'FT (10.7 M) SOUTHWEST OF STAIRWAY EDGE, 59 FT (18.0 M) SOUTH OF THE
 DM4470'JUNCTION OF SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4469 ***********************************************************************
 DM4469  DESIGNATION -  3806 L
 DM4469  PID         -  DM4469
 DM4469  STATE/COUNTY-  MN/LAKE
 DM4469  COUNTRY     -  US
 DM4469  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 DM4469
 DM4469                         *CURRENT SURVEY CONTROL
 DM4469  ______________________________________________________________________
 DM4469* NAD 83(1986) POSITION- 47 12 21.     (N) 091 22 05.     (W)   SCALED    
 DM4469* NAVD 88 ORTHO HEIGHT -   218.441  (meters)     716.67  (feet) ADJUSTED  
 DM4469  ______________________________________________________________________
 DM4469  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 DM4469  DYNAMIC HEIGHT  -        218.477 (meters)      716.79  (feet) COMP
 DM4469  MODELED GRAVITY -    980,774.8   (mgal)                       NAVD 88
 DM4469
 DM4469  VERT ORDER      -  SECOND    CLASS I
 DM4469
 DM4469.The horizontal coordinates were scaled from a topographic map and have
 DM4469.an estimated accuracy of +/- 6 seconds.
 DM4469.
 DM4469.The orthometric height was determined by differential leveling and
 DM4469.adjusted in June 2011.
 DM4469
 DM4469.The dynamic height is computed by dividing the NAVD 88
 DM4469.geopotential number by the normal gravity value computed on the
 DM4469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4469.degrees latitude (g = 980.6199 gals.).
 DM4469
 DM4469.The modeled gravity was interpolated from observed gravity values.
 DM4469
 DM4469;                    North         East    Units  Estimated Accuracy
 DM4469;SPC MN N     -   179,940.      931,200.      MT  (+/- 180 meters Scaled)
 DM4469
 DM4469                          SUPERSEDED SURVEY CONTROL
 DM4469
 DM4469.No superseded survey control is available for this station.
 DM4469
 DM4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN235293(NAD 83)
 DM4469
 DM4469_MARKER: DB = BENCH MARK DISK
 DM4469_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4469_SP_SET: ROCK
 DM4469_STAMPING: 3806 L 1971
 DM4469_MARK LOGO: MNHD  
 DM4469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4469+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 DM4469
 DM4469  HISTORY     - Date     Condition        Report By
 DM4469  HISTORY     - 1971     MONUMENTED       MNHD
 DM4469  HISTORY     - 20070621 GOOD             MNDT
 DM4469
 DM4469                          STATION DESCRIPTION
 DM4469
 DM4469'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4469'THE MARK IS 5.2 MI (8.4 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE
 DM4469'JUNCTION OF TRUNK HIGHWAY 61 AND COUNTY ROAD 4 IN BEAVER BAY, AT TRUNK
 DM4469'HIGHWAY 61 MILE POINT 45.85.
 DM4469' 
 DM4469'IT IS 74 FT (22.6 M) RIGHT OF TRUNK HIGHWAY 61, AT TRUNK HIGHWAY 61
 DM4469'STATION 1771+00, 51 FT (15.5 M) EAST OF SPRUCE TREE, 37 FT (11.3 M)
 DM4469'NORTH-NORTHEAST OF BIRCH TREE, OPPOSITE ENTRANCE TO SPLIT ROCK
 DM4469'LIGHTHOUSE, 15.8 FT (4.8 M) SOUTHEAST OF POWER POLE, 13.0 FT (4.0 M)
 DM4469'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0604 ***********************************************************************
 SH0604  DESIGNATION -  3806 Q
 SH0604  PID         -  SH0604
 SH0604  STATE/COUNTY-  MN/LAKE
 SH0604  COUNTRY     -  US
 SH0604  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 SH0604
 SH0604                         *CURRENT SURVEY CONTROL
 SH0604  ______________________________________________________________________
 SH0604* NAD 83(1986) POSITION- 47 13 59.0    (N) 091 19 54.8    (W)   HD_HELD2  
 SH0604* NAVD 88 ORTHO HEIGHT -   212.322  (meters)     696.59  (feet) ADJUSTED  
 SH0604  ______________________________________________________________________
 SH0604  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 SH0604  DYNAMIC HEIGHT  -        212.359 (meters)      696.71  (feet) COMP
 SH0604  MODELED GRAVITY -    980,781.4   (mgal)                       NAVD 88
 SH0604
 SH0604  VERT ORDER      -  FIRST     CLASS II
 SH0604
 SH0604.The horizontal coordinates were established by autonomous hand held GPS
 SH0604.observations and have an estimated accuracy of +/- 10 meters.
 SH0604.
 SH0604.The orthometric height was determined by differential leveling and
 SH0604.adjusted in June 1991.
 SH0604
 SH0604.Photographs are available for this station.
 SH0604
 SH0604.The dynamic height is computed by dividing the NAVD 88
 SH0604.geopotential number by the normal gravity value computed on the
 SH0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0604.degrees latitude (g = 980.6199 gals.).
 SH0604
 SH0604.The modeled gravity was interpolated from observed gravity values.
 SH0604
 SH0604;                    North         East    Units  Estimated Accuracy
 SH0604;SPC MN N     -   183,028.      933,872.      MT  (+/- 10 meters HH2 GPS)
 SH0604
 SH0604                          SUPERSEDED SURVEY CONTROL
 SH0604
 SH0604.No superseded survey control is available for this station.
 SH0604
 SH0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2626532412(NAD 83)
 SH0604
 SH0604_MARKER: DB = BENCH MARK DISK
 SH0604_SETTING: 66 = SET IN ROCK OUTCROP
 SH0604_SP_SET: ROCK OUTCROP
 SH0604_STAMPING: 3806 Q 1971
 SH0604_MARK LOGO: MNHD  
 SH0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 SH0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0604+STABILITY: POSITION/ELEVATION WELL
 SH0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SH0604+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 SH0604
 SH0604  HISTORY     - Date     Condition        Report By
 SH0604  HISTORY     - 1971     MONUMENTED       MNDT
 SH0604  HISTORY     - 1979     GOOD             NGS
 SH0604  HISTORY     - 20070620 GOOD             MNDT
 SH0604
 SH0604                          STATION DESCRIPTION
 SH0604
 SH0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SH0604'2.5 MI SW FROM BEAVER BAY.
 SH0604'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE BRIDGE OVER THE
 SH0604'BEAVER RIVER IN BEAVER BAY, AT A RED BUNGALOW HOUSE, IN THE TOP OF
 SH0604'A 3-FT. BY 3-FT. ROCK OUTCROP, 50.0 FT. EAST OF THE CENTERLINE OF
 SH0604'THE HIGHWAY, 29.5 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE
 SH0604'HOUSE, 13.0 FT. SOUTHEAST OF A TELEPHONE POLE, 26.0 FT. NORTH OF
 SH0604'THE CENTER OF A DRIVEWAY.
 SH0604'THE MARK IS 10 FT  S FROM A WITNESS POST.
 SH0604'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 SH0604
 SH0604                          STATION RECOVERY (2007)
 SH0604
 SH0604'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 SH0604'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4465 ***********************************************************************
 DM4465  DESIGNATION -  3806 U
 DM4465  PID         -  DM4465
 DM4465  STATE/COUNTY-  MN/LAKE
 DM4465  COUNTRY     -  US
 DM4465  USGS QUAD   -  SILVER BAY (1985)
 DM4465
 DM4465                         *CURRENT SURVEY CONTROL
 DM4465  ______________________________________________________________________
 DM4465* NAD 83(1986) POSITION- 47 15 05.     (N) 091 18 41.     (W)   SCALED    
 DM4465* NAVD 88 ORTHO HEIGHT -   222.502  (meters)     729.99  (feet) ADJUSTED  
 DM4465  ______________________________________________________________________
 DM4465  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DM4465  DYNAMIC HEIGHT  -        222.541 (meters)      730.12  (feet) COMP
 DM4465  MODELED GRAVITY -    980,784.2   (mgal)                       NAVD 88
 DM4465
 DM4465  VERT ORDER      -  SECOND    CLASS I
 DM4465
 DM4465.The horizontal coordinates were scaled from a topographic map and have
 DM4465.an estimated accuracy of +/- 6 seconds.
 DM4465.
 DM4465.The orthometric height was determined by differential leveling and
 DM4465.adjusted in June 2011.
 DM4465
 DM4465.The dynamic height is computed by dividing the NAVD 88
 DM4465.geopotential number by the normal gravity value computed on the
 DM4465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4465.degrees latitude (g = 980.6199 gals.).
 DM4465
 DM4465.The modeled gravity was interpolated from observed gravity values.
 DM4465
 DM4465;                    North         East    Units  Estimated Accuracy
 DM4465;SPC MN N     -   185,100.      935,380.      MT  (+/- 180 meters Scaled)
 DM4465
 DM4465                          SUPERSEDED SURVEY CONTROL
 DM4465
 DM4465.No superseded survey control is available for this station.
 DM4465
 DM4465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN277344(NAD 83)
 DM4465
 DM4465_MARKER: DD = SURVEY DISK
 DM4465_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4465_SP_SET: ROCK
 DM4465_STAMPING: 3806 U 2007
 DM4465_MARK LOGO: MNDT  
 DM4465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4465+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4465
 DM4465  HISTORY     - Date     Condition        Report By
 DM4465  HISTORY     - 2007     MONUMENTED       MNDT
 DM4465
 DM4465                          STATION DESCRIPTION
 DM4465
 DM4465'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4465'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF BEAVER BAY, 0.9 MI (1.4 KM)
 DM4465'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4465'AND COUNTY ROAD 4 IN BEAVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 50.30.
 DM4465'IT IS 50.7 FT (15.5 M) NORTHWEST OF TRUNK HIGHWAY 61, 4.8 FT (1.5 M)
 DM4465'SOUTHWEST OF EXTENDED CENTERLINE OF MALONEY DRIVE, 1.3 FT (0.4 M)
 DM4465'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4466 ***********************************************************************
 DM4466  DESIGNATION -  3806 V
 DM4466  PID         -  DM4466
 DM4466  STATE/COUNTY-  MN/LAKE
 DM4466  COUNTRY     -  US
 DM4466  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 DM4466
 DM4466                         *CURRENT SURVEY CONTROL
 DM4466  ______________________________________________________________________
 DM4466* NAD 83(1986) POSITION- 47 14 34.     (N) 091 19 19.     (W)   SCALED    
 DM4466* NAVD 88 ORTHO HEIGHT -   218.518  (meters)     716.92  (feet) ADJUSTED  
 DM4466  ______________________________________________________________________
 DM4466  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DM4466  DYNAMIC HEIGHT  -        218.557 (meters)      717.05  (feet) COMP
 DM4466  MODELED GRAVITY -    980,782.8   (mgal)                       NAVD 88
 DM4466
 DM4466  VERT ORDER      -  SECOND    CLASS I
 DM4466
 DM4466.The horizontal coordinates were scaled from a topographic map and have
 DM4466.an estimated accuracy of +/- 6 seconds.
 DM4466.
 DM4466.The orthometric height was determined by differential leveling and
 DM4466.adjusted in June 2011.
 DM4466
 DM4466.The dynamic height is computed by dividing the NAVD 88
 DM4466.geopotential number by the normal gravity value computed on the
 DM4466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4466.degrees latitude (g = 980.6199 gals.).
 DM4466
 DM4466.The modeled gravity was interpolated from observed gravity values.
 DM4466
 DM4466;                    North         East    Units  Estimated Accuracy
 DM4466;SPC MN N     -   184,130.      934,600.      MT  (+/- 180 meters Scaled)
 DM4466
 DM4466                          SUPERSEDED SURVEY CONTROL
 DM4466
 DM4466.No superseded survey control is available for this station.
 DM4466
 DM4466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN269335(NAD 83)
 DM4466
 DM4466_MARKER: DD = SURVEY DISK
 DM4466_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4466_SP_SET: ROCK
 DM4466_STAMPING: 3806 V 2007
 DM4466_MARK LOGO: MNDT  
 DM4466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4466+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4466
 DM4466  HISTORY     - Date     Condition        Report By
 DM4466  HISTORY     - 2007     MONUMENTED       MNDT
 DM4466
 DM4466                          STATION DESCRIPTION
 DM4466
 DM4466'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4466'THE MARK IS 2.0 MI (3.2 KM) SOUTHWEST OF BEAVER BAY, 1.7 MI (2.7 KM)
 DM4466'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4466'AND COUNTY ROAD 4 IN BEAVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 49.30.
 DM4466'IT IS 47.0 FT (14.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 1.4 FT (0.4 M)
 DM4466'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4467 ***********************************************************************
 DM4467  DESIGNATION -  3806 W
 DM4467  PID         -  DM4467
 DM4467  STATE/COUNTY-  MN/LAKE
 DM4467  COUNTRY     -  US
 DM4467  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 DM4467
 DM4467                         *CURRENT SURVEY CONTROL
 DM4467  ______________________________________________________________________
 DM4467* NAD 83(1986) POSITION- 47 13 29.     (N) 091 20 46.     (W)   SCALED    
 DM4467* NAVD 88 ORTHO HEIGHT -   209.822  (meters)     688.39  (feet) ADJUSTED  
 DM4467  ______________________________________________________________________
 DM4467  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DM4467  DYNAMIC HEIGHT  -        209.857 (meters)      688.51  (feet) COMP
 DM4467  MODELED GRAVITY -    980,778.0   (mgal)                       NAVD 88
 DM4467
 DM4467  VERT ORDER      -  SECOND    CLASS I
 DM4467
 DM4467.The horizontal coordinates were scaled from a topographic map and have
 DM4467.an estimated accuracy of +/- 6 seconds.
 DM4467.
 DM4467.The orthometric height was determined by differential leveling and
 DM4467.adjusted in June 2011.
 DM4467
 DM4467.The dynamic height is computed by dividing the NAVD 88
 DM4467.geopotential number by the normal gravity value computed on the
 DM4467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4467.degrees latitude (g = 980.6199 gals.).
 DM4467
 DM4467.The modeled gravity was interpolated from observed gravity values.
 DM4467
 DM4467;                    North         East    Units  Estimated Accuracy
 DM4467;SPC MN N     -   182,080.      932,820.      MT  (+/- 180 meters Scaled)
 DM4467
 DM4467                          SUPERSEDED SURVEY CONTROL
 DM4467
 DM4467.No superseded survey control is available for this station.
 DM4467
 DM4467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN252314(NAD 83)
 DM4467
 DM4467_MARKER: DD = SURVEY DISK
 DM4467_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4467_SP_SET: ROCK
 DM4467_STAMPING: 3806 W 2007
 DM4467_MARK LOGO: MNDT  
 DM4467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4467+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4467
 DM4467  HISTORY     - Date     Condition        Report By
 DM4467  HISTORY     - 2007     MONUMENTED       MNDT
 DM4467
 DM4467                          STATION DESCRIPTION
 DM4467
 DM4467'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4467'THE MARK IS 3.5 MI (5.6 KM) SOUTHWEST OF BEAVER BAY, 3.4 MI (5.5 KM)
 DM4467'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4467'AND COUNTY ROAD 4 IN BEAVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 47.60.
 DM4467'IT IS 54.3 FT (16.6 M) NORTHWEST OF TRUNK HIGHWAY 61, 35.0 FT (10.7 M)
 DM4467'SOUTHWEST OF ENTRANCE, 1.2 FT (0.4 M) NORTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4468 ***********************************************************************
 DM4468  DESIGNATION -  3806 X
 DM4468  PID         -  DM4468
 DM4468  STATE/COUNTY-  MN/LAKE
 DM4468  COUNTRY     -  US
 DM4468  USGS QUAD   -  SPLIT ROCK POINT NE (1970)
 DM4468
 DM4468                         *CURRENT SURVEY CONTROL
 DM4468  ______________________________________________________________________
 DM4468* NAD 83(1986) POSITION- 47 12 47.     (N) 091 21 17.     (W)   SCALED    
 DM4468* NAVD 88 ORTHO HEIGHT -   216.866  (meters)     711.50  (feet) ADJUSTED  
 DM4468  ______________________________________________________________________
 DM4468  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 DM4468  DYNAMIC HEIGHT  -        216.903 (meters)      711.62  (feet) COMP
 DM4468  MODELED GRAVITY -    980,777.9   (mgal)                       NAVD 88
 DM4468
 DM4468  VERT ORDER      -  SECOND    CLASS I
 DM4468
 DM4468.The horizontal coordinates were scaled from a topographic map and have
 DM4468.an estimated accuracy of +/- 6 seconds.
 DM4468.
 DM4468.The orthometric height was determined by differential leveling and
 DM4468.adjusted in June 2011.
 DM4468
 DM4468.The dynamic height is computed by dividing the NAVD 88
 DM4468.geopotential number by the normal gravity value computed on the
 DM4468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4468.degrees latitude (g = 980.6199 gals.).
 DM4468
 DM4468.The modeled gravity was interpolated from observed gravity values.
 DM4468
 DM4468;                    North         East    Units  Estimated Accuracy
 DM4468;SPC MN N     -   180,770.      932,190.      MT  (+/- 180 meters Scaled)
 DM4468
 DM4468                          SUPERSEDED SURVEY CONTROL
 DM4468
 DM4468.No superseded survey control is available for this station.
 DM4468
 DM4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN245301(NAD 83)
 DM4468
 DM4468_MARKER: DD = SURVEY DISK
 DM4468_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4468_SP_SET: ROCK
 DM4468_STAMPING: 3806 X 2007
 DM4468_MARK LOGO: MNDT  
 DM4468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4468+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4468
 DM4468  HISTORY     - Date     Condition        Report By
 DM4468  HISTORY     - 2007     MONUMENTED       MNDT
 DM4468
 DM4468                          STATION DESCRIPTION
 DM4468
 DM4468'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4468'THE MARK IS 4.5 MI (7.2 KM) SOUTHWEST OF BEAVER BAY, 4.4 MI (7.1 KM)
 DM4468'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4468'AND COUNTY ROAD 4 IN BEAVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 46.70,
 DM4468'62.1 FT (18.9 M) SOUTHEAST OF TRUNK HIGHWAY 61, 1.6 FT (0.5 M)
 DM4468'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4474 ***********************************************************************
 DM4474  DESIGNATION -  3806 Y
 DM4474  PID         -  DM4474
 DM4474  STATE/COUNTY-  MN/LAKE
 DM4474  COUNTRY     -  US
 DM4474  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4474
 DM4474                         *CURRENT SURVEY CONTROL
 DM4474  ______________________________________________________________________
 DM4474* NAD 83(1986) POSITION- 47 10 20.     (N) 091 25 08.     (W)   SCALED    
 DM4474* NAVD 88 ORTHO HEIGHT -   196.604  (meters)     645.03  (feet) ADJUSTED  
 DM4474  ______________________________________________________________________
 DM4474  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 DM4474  DYNAMIC HEIGHT  -        196.637 (meters)      645.13  (feet) COMP
 DM4474  MODELED GRAVITY -    980,780.3   (mgal)                       NAVD 88
 DM4474
 DM4474  VERT ORDER      -  SECOND    CLASS I
 DM4474
 DM4474.The horizontal coordinates were scaled from a topographic map and have
 DM4474.an estimated accuracy of +/- 6 seconds.
 DM4474.
 DM4474.The orthometric height was determined by differential leveling and
 DM4474.adjusted in June 2011.
 DM4474
 DM4474.The dynamic height is computed by dividing the NAVD 88
 DM4474.geopotential number by the normal gravity value computed on the
 DM4474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4474.degrees latitude (g = 980.6199 gals.).
 DM4474
 DM4474.The modeled gravity was interpolated from observed gravity values.
 DM4474
 DM4474;                    North         East    Units  Estimated Accuracy
 DM4474;SPC MN N     -   176,120.      927,430.      MT  (+/- 180 meters Scaled)
 DM4474
 DM4474                          SUPERSEDED SURVEY CONTROL
 DM4474
 DM4474.No superseded survey control is available for this station.
 DM4474
 DM4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN198255(NAD 83)
 DM4474
 DM4474_MARKER: DD = SURVEY DISK
 DM4474_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4474_SP_SET: BRIDGE ABUTMENT
 DM4474_STAMPING: 3806 Y 2007
 DM4474_MARK LOGO: MNDT  
 DM4474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4474+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4474
 DM4474  HISTORY     - Date     Condition        Report By
 DM4474  HISTORY     - 2007     MONUMENTED       MNDT
 DM4474
 DM4474                          STATION DESCRIPTION
 DM4474
 DM4474'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4474'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF CASTLE DANGER, IN ABUTMENT IN
 DM4474'SOUTHWEST CORNER OF TRUNK HIGHWAY 61 BIKE BRIDGE, 0.9 MI (1.4 KM)
 DM4474'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4474'AND BRIDGE OVER GOOSEBERRY FALLS AT CASTLE DANGER, AT TRUNK HIGHWAY 61
 DM4474'MILE POINT 42.45.
 DM4474' 
 DM4474'IT IS 24.4 FT (7.4 M) SOUTHEAST OF TRUNK HIGHWAY 61, 1.1 FT (0.3 M)
 DM4474'NORTHWEST OF THE SOUTHWEST CORNER OF PEDESTRAIN BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4476 ***********************************************************************
 DM4476  DESIGNATION -  3806 Z
 DM4476  PID         -  DM4476
 DM4476  STATE/COUNTY-  MN/LAKE
 DM4476  COUNTRY     -  US
 DM4476  USGS QUAD   -  SPLIT ROCK POINT (1976)
 DM4476
 DM4476                         *CURRENT SURVEY CONTROL
 DM4476  ______________________________________________________________________
 DM4476* NAD 83(1986) POSITION- 47 08 37.     (N) 091 28 04.     (W)   SCALED    
 DM4476* NAVD 88 ORTHO HEIGHT -   230.792  (meters)     757.19  (feet) ADJUSTED  
 DM4476  ______________________________________________________________________
 DM4476  GEOID HEIGHT    -        -29.17  (meters)                     GEOID09
 DM4476  DYNAMIC HEIGHT  -        230.832 (meters)      757.32  (feet) COMP
 DM4476  MODELED GRAVITY -    980,778.7   (mgal)                       NAVD 88
 DM4476
 DM4476  VERT ORDER      -  SECOND    CLASS I
 DM4476
 DM4476.The horizontal coordinates were scaled from a topographic map and have
 DM4476.an estimated accuracy of +/- 6 seconds.
 DM4476.
 DM4476.The orthometric height was determined by differential leveling and
 DM4476.adjusted in June 2011.
 DM4476
 DM4476.The dynamic height is computed by dividing the NAVD 88
 DM4476.geopotential number by the normal gravity value computed on the
 DM4476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4476.degrees latitude (g = 980.6199 gals.).
 DM4476
 DM4476.The modeled gravity was interpolated from observed gravity values.
 DM4476
 DM4476;                    North         East    Units  Estimated Accuracy
 DM4476;SPC MN N     -   172,860.      923,800.      MT  (+/- 180 meters Scaled)
 DM4476
 DM4476                          SUPERSEDED SURVEY CONTROL
 DM4476
 DM4476.No superseded survey control is available for this station.
 DM4476
 DM4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN161222(NAD 83)
 DM4476
 DM4476_MARKER: DD = SURVEY DISK
 DM4476_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4476_SP_SET: BRIDGE
 DM4476_STAMPING: 3806 Z 2007
 DM4476_MARK LOGO: MNDT  
 DM4476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4476+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2007
 DM4476
 DM4476  HISTORY     - Date     Condition        Report By
 DM4476  HISTORY     - 1996     MONUMENTED       MNDT
 DM4476  HISTORY     - 20070703 GOOD             MNDT
 DM4476
 DM4476                          STATION DESCRIPTION
 DM4476
 DM4476'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4476'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4476'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF CASTLE DANGER, IN ABUTMENT IN
 DM4476'NORTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBEER 38010 AT THE
 DM4476'JUNCTION OF TRUNK HIGHWAY 61 AND BRIDGE OVER GOOSEBERRY FALLS, AT
 DM4476'TRUNK HIGHWAY 61 MILE POINT 39.35, 34.50 FT (10.5 M) SOUTHEAST OF
 DM4476'TRUNK HIGHWAY 61.  DISK WAS SET IN BRIDGE WHEN BUILT IN 1996, THEN
 DM4476'STAMPED WHEN USED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4464 ***********************************************************************
 DM4464  DESIGNATION -  3807 1
 DM4464  PID         -  DM4464
 DM4464  STATE/COUNTY-  MN/LAKE
 DM4464  COUNTRY     -  US
 DM4464  USGS QUAD   -  SILVER BAY (1985)
 DM4464
 DM4464                         *CURRENT SURVEY CONTROL
 DM4464  ______________________________________________________________________
 DM4464* NAD 83(1986) POSITION- 47 15 38.     (N) 091 17 43.     (W)   SCALED    
 DM4464* NAVD 88 ORTHO HEIGHT -   206.410  (meters)     677.20  (feet) ADJUSTED  
 DM4464  ______________________________________________________________________
 DM4464  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 DM4464  DYNAMIC HEIGHT  -        206.447 (meters)      677.32  (feet) COMP
 DM4464  MODELED GRAVITY -    980,786.3   (mgal)                       NAVD 88
 DM4464
 DM4464  VERT ORDER      -  SECOND    CLASS I
 DM4464
 DM4464.The horizontal coordinates were scaled from a topographic map and have
 DM4464.an estimated accuracy of +/- 6 seconds.
 DM4464.
 DM4464.The orthometric height was determined by differential leveling and
 DM4464.adjusted in June 2011.
 DM4464
 DM4464.The dynamic height is computed by dividing the NAVD 88
 DM4464.geopotential number by the normal gravity value computed on the
 DM4464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4464.degrees latitude (g = 980.6199 gals.).
 DM4464
 DM4464.The modeled gravity was interpolated from observed gravity values.
 DM4464
 DM4464;                    North         East    Units  Estimated Accuracy
 DM4464;SPC MN N     -   186,150.      936,570.      MT  (+/- 180 meters Scaled)
 DM4464
 DM4464                          SUPERSEDED SURVEY CONTROL
 DM4464
 DM4464.No superseded survey control is available for this station.
 DM4464
 DM4464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN289355(NAD 83)
 DM4464
 DM4464_MARKER: DB = BENCH MARK DISK
 DM4464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4464_SP_SET: BRIDGE
 DM4464_STAMPING: 3807 1 1971
 DM4464_MARK LOGO: MNHD  
 DM4464_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4464+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 DM4464
 DM4464  HISTORY     - Date     Condition        Report By
 DM4464  HISTORY     - 1971     MONUMENTED       MNHD
 DM4464  HISTORY     - 20070620 GOOD             MNDT
 DM4464
 DM4464                          STATION DESCRIPTION
 DM4464
 DM4464'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4464'THE MARK IS 0.3 MI (0.5 KM) NORTHEAST OF BEAVER BAY, IN SOUTH SIDEWALK
 DM4464'AT NORTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE 9395 OVER BEAVER RIVER,
 DM4464'AT TRUNK HIGHWAY 61 MILE POINT 51.25.
 DM4464' 
 DM4464'IT IS 31 FT (9.4 M) SOUTHEAST OF CONCRETE MEDIAN, AT TRUNK HIGHWAY 61
 DM4464'STATION 1481+31.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4463 ***********************************************************************
 DM4463  DESIGNATION -  3807 A
 DM4463  PID         -  DM4463
 DM4463  STATE/COUNTY-  MN/LAKE
 DM4463  COUNTRY     -  US
 DM4463  USGS QUAD   -  SILVER BAY (1985)
 DM4463
 DM4463                         *CURRENT SURVEY CONTROL
 DM4463  ______________________________________________________________________
 DM4463* NAD 83(1986) POSITION- 47 16 05.     (N) 091 17 02.     (W)   SCALED    
 DM4463* NAVD 88 ORTHO HEIGHT -   206.579  (meters)     677.75  (feet) ADJUSTED  
 DM4463  ______________________________________________________________________
 DM4463  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 DM4463  DYNAMIC HEIGHT  -        206.615 (meters)      677.87  (feet) COMP
 DM4463  MODELED GRAVITY -    980,786.2   (mgal)                       NAVD 88
 DM4463
 DM4463  VERT ORDER      -  SECOND    CLASS I
 DM4463
 DM4463.The horizontal coordinates were scaled from a topographic map and have
 DM4463.an estimated accuracy of +/- 6 seconds.
 DM4463.
 DM4463.The orthometric height was determined by differential leveling and
 DM4463.adjusted in June 2011.
 DM4463
 DM4463.The dynamic height is computed by dividing the NAVD 88
 DM4463.geopotential number by the normal gravity value computed on the
 DM4463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4463.degrees latitude (g = 980.6199 gals.).
 DM4463
 DM4463.The modeled gravity was interpolated from observed gravity values.
 DM4463
 DM4463;                    North         East    Units  Estimated Accuracy
 DM4463;SPC MN N     -   187,000.      937,410.      MT  (+/- 180 meters Scaled)
 DM4463
 DM4463                          SUPERSEDED SURVEY CONTROL
 DM4463
 DM4463.No superseded survey control is available for this station.
 DM4463
 DM4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN298363(NAD 83)
 DM4463
 DM4463_MARKER: DB = BENCH MARK DISK
 DM4463_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4463_STAMPING: 3807 A 1971
 DM4463_MARK LOGO: MNHD  
 DM4463_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DM4463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4463
 DM4463  HISTORY     - Date     Condition        Report By
 DM4463  HISTORY     - 1971     MONUMENTED       MNHD
 DM4463
 DM4463                          STATION DESCRIPTION
 DM4463
 DM4463'DESCRIBED BY MN HIGHWAY DEPT 1971
 DM4463'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM4463'THE MARK IS IN EAST BEAVER BAY, IN NORTH CORNER OF RETAINING WALL, AT
 DM4463'TRUNK HIGHWAY 61 MILE POINT 52.10.
 DM4463' 
 DM4463'IT IS 71.0 FT (21.6 M) SOUTHEAST OF TRUNK HIGHWAY 61, 31.0 FT (9.4 M)
 DM4463'SOUTHWEST CORNER OF BUILDING, 27.0 FT (8.2 M) EAST OF DRIVEWAY, WALL
 DM4463'HAS TIPPED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SH0612 ***********************************************************************
 SH0612  DESIGNATION -  3807 B
 SH0612  PID         -  SH0612
 SH0612  STATE/COUNTY-  MN/LAKE
 SH0612  COUNTRY     -  US
 SH0612  USGS QUAD   -  SILVER BAY (1985)
 SH0612
 SH0612                         *CURRENT SURVEY CONTROL
 SH0612  ______________________________________________________________________
 SH0612* NAD 83(1986) POSITION- 47 16 48.3    (N) 091 16 14.8    (W)   HD_HELD2  
 SH0612* NAVD 88 ORTHO HEIGHT -   209.576  (meters)     687.58  (feet) ADJUSTED  
 SH0612  ______________________________________________________________________
 SH0612  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 SH0612  DYNAMIC HEIGHT  -        209.613 (meters)      687.71  (feet) COMP
 SH0612  MODELED GRAVITY -    980,783.1   (mgal)                       NAVD 88
 SH0612
 SH0612  VERT ORDER      -  FIRST     CLASS II
 SH0612
 SH0612.The horizontal coordinates were established by autonomous hand held GPS
 SH0612.observations and have an estimated accuracy of +/- 10 meters.
 SH0612.
 SH0612.The orthometric height was determined by differential leveling and
 SH0612.adjusted in June 1991.
 SH0612
 SH0612.Photographs are available for this station.
 SH0612
 SH0612.The dynamic height is computed by dividing the NAVD 88
 SH0612.geopotential number by the normal gravity value computed on the
 SH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SH0612.degrees latitude (g = 980.6199 gals.).
 SH0612
 SH0612.The modeled gravity was interpolated from observed gravity values.
 SH0612
 SH0612;                    North         East    Units  Estimated Accuracy
 SH0612;SPC MN N     -   188,362.      938,375.      MT  (+/- 10 meters HH2 GPS)
 SH0612
 SH0612                          SUPERSEDED SURVEY CONTROL
 SH0612
 SH0612.No superseded survey control is available for this station.
 SH0612
 SH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3077437739(NAD 83)
 SH0612
 SH0612_MARKER: DB = BENCH MARK DISK
 SH0612_SETTING: 66 = SET IN ROCK OUTCROP
 SH0612_SP_SET: ROCK OUTCROP
 SH0612_STAMPING: 3807 B 1971
 SH0612_MARK LOGO: MNHD  
 SH0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 SH0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 SH0612+STABILITY: POSITION/ELEVATION WELL
 SH0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SH0612+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 SH0612
 SH0612  HISTORY     - Date     Condition        Report By
 SH0612  HISTORY     - 1971     MONUMENTED       MNDT
 SH0612  HISTORY     - 1979     GOOD             NGS
 SH0612  HISTORY     - 19910428 GOOD             USPSQD
 SH0612  HISTORY     - 20011212 GOOD             MNDT
 SH0612  HISTORY     - 20070620 GOOD             MNDT
 SH0612
 SH0612                          STATION DESCRIPTION
 SH0612
 SH0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 SH0612'1.9 MI NE FROM BEAVER BAY.
 SH0612'1.9 MILES NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE BRIDGE OVER
 SH0612'THE BEAVER RIVER IN BEAVER BAY, 0.1 MILE NORTHEAST OF MILEPOST
 SH0612'353, IN THE TOP OF A ROCK LEDGE IN A SMALL CUTBANK ON THE
 SH0612'SOUTHEAST SIDE OF THE HIGHWAY, 126 FT. SOUTHWEST OF THE SOUTHWEST
 SH0612'END OF THE SOUTHEAST GUARDRAIL, 90.0 FT. NORTH OF GATE NUMBER 3
 SH0612'LEADING TO THE TACONITE PLANT, 41.0 FT. SOUTHEAST OF THE
 SH0612'CENTERLINE OF THE HIGHWAY.
 SH0612'THE MARK IS 6 FT  NW FROM A WITNESS POST.
 SH0612'THE MARK IS 6 FT ABOVE THE HIGHWAY.
 SH0612
 SH0612                          STATION RECOVERY (1991)
 SH0612
 SH0612'RECOVERY NOTE BY US POWER SQUADRON 1991 (DCC)
 SH0612'RECOVERED IN GOOD CONDITION.
 SH0612
 SH0612                          STATION RECOVERY (2001)
 SH0612
 SH0612'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 SH0612'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 SH0612'TH 53 MP 53.1.
 SH0612
 SH0612                          STATION RECOVERY (2007)
 SH0612
 SH0612'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 SH0612'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4461 ***********************************************************************
 DM4461  DESIGNATION -  3807 D
 DM4461  PID         -  DM4461
 DM4461  STATE/COUNTY-  MN/LAKE
 DM4461  COUNTRY     -  US
 DM4461  USGS QUAD   -  SILVER BAY (1985)
 DM4461
 DM4461                         *CURRENT SURVEY CONTROL
 DM4461  ______________________________________________________________________
 DM4461* NAD 83(1986) POSITION- 47 17 42.     (N) 091 15 27.     (W)   SCALED    
 DM4461* NAVD 88 ORTHO HEIGHT -   235.505  (meters)     772.65  (feet) ADJUSTED  
 DM4461  ______________________________________________________________________
 DM4461  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 DM4461  DYNAMIC HEIGHT  -        235.546 (meters)      772.79  (feet) COMP
 DM4461  MODELED GRAVITY -    980,782.7   (mgal)                       NAVD 88
 DM4461
 DM4461  VERT ORDER      -  SECOND    CLASS I
 DM4461
 DM4461.The horizontal coordinates were scaled from a topographic map and have
 DM4461.an estimated accuracy of +/- 6 seconds.
 DM4461.
 DM4461.The orthometric height was determined by differential leveling and
 DM4461.adjusted in June 2011.
 DM4461
 DM4461.The dynamic height is computed by dividing the NAVD 88
 DM4461.geopotential number by the normal gravity value computed on the
 DM4461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4461.degrees latitude (g = 980.6199 gals.).
 DM4461
 DM4461.The modeled gravity was interpolated from observed gravity values.
 DM4461
 DM4461;                    North         East    Units  Estimated Accuracy
 DM4461;SPC MN N     -   190,040.      939,340.      MT  (+/- 180 meters Scaled)
 DM4461
 DM4461                          SUPERSEDED SURVEY CONTROL
 DM4461
 DM4461.No superseded survey control is available for this station.
 DM4461
 DM4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN317394(NAD 83)
 DM4461
 DM4461_MARKER: DB = BENCH MARK DISK
 DM4461_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4461_SP_SET: ROCK
 DM4461_STAMPING: 3807 D 1971
 DM4461_MARK LOGO: MNHD  
 DM4461_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4461+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2007
 DM4461
 DM4461  HISTORY     - Date     Condition        Report By
 DM4461  HISTORY     - 1971     MONUMENTED       MNHD
 DM4461  HISTORY     - 20070622 GOOD             MNDT
 DM4461
 DM4461                          STATION DESCRIPTION
 DM4461
 DM4461'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4461'THE MARK IS IN SILVER BAY, 142 FT (43.3 M) NORTHWEST OF TRUNK HIGHWAY
 DM4461'61, AT TRUNK HIGHWAY 61 STATION 1322+30.
 DM4461' 
 DM4461'IT IS 15 FT (4.6 M) NORTHEAST OF THE NORTHEAST CORNER OF GAS STATION,
 DM4461'38 FT (11.6 M) WEST OF GAS STATION SIGN, 45 FT (13.7 M) NORTH OF
 DM4461'NORTHEAST END OF EAST PUMP ISLAND, 70 FT (21.3 M) NORTHWEST OF COUNTY
 DM4461'ROAD 5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4575 ***********************************************************************
 DM4575  DESIGNATION -  3807 G
 DM4575  PID         -  DM4575
 DM4575  STATE/COUNTY-  MN/LAKE
 DM4575  COUNTRY     -  US
 DM4575  USGS QUAD   -  ILLGEN CITY (1976)
 DM4575
 DM4575                         *CURRENT SURVEY CONTROL
 DM4575  ______________________________________________________________________
 DM4575* NAD 83(1986) POSITION- 47 20 12.     (N) 091 12 03.     (W)   SCALED    
 DM4575* NAVD 88 ORTHO HEIGHT -   207.621  (meters)     681.17  (feet) ADJUSTED  
 DM4575  ______________________________________________________________________
 DM4575  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 DM4575  DYNAMIC HEIGHT  -        207.659 (meters)      681.29  (feet) COMP
 DM4575  MODELED GRAVITY -    980,790.0   (mgal)                       NAVD 88
 DM4575
 DM4575  VERT ORDER      -  SECOND    CLASS I
 DM4575
 DM4575.The horizontal coordinates were scaled from a topographic map and have
 DM4575.an estimated accuracy of +/- 6 seconds.
 DM4575.
 DM4575.The orthometric height was determined by differential leveling and
 DM4575.adjusted in June 2011.
 DM4575
 DM4575.The dynamic height is computed by dividing the NAVD 88
 DM4575.geopotential number by the normal gravity value computed on the
 DM4575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4575.degrees latitude (g = 980.6199 gals.).
 DM4575
 DM4575.The modeled gravity was interpolated from observed gravity values.
 DM4575
 DM4575;                    North         East    Units  Estimated Accuracy
 DM4575;SPC MN N     -   194,780.      943,510.      MT  (+/- 180 meters Scaled)
 DM4575
 DM4575                          SUPERSEDED SURVEY CONTROL
 DM4575
 DM4575.No superseded survey control is available for this station.
 DM4575
 DM4575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN359441(NAD 83)
 DM4575
 DM4575_MARKER: DD = SURVEY DISK
 DM4575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4575_SP_SET: BRIDGE ABUTMENT
 DM4575_STAMPING: 3807 G 2007
 DM4575_MARK LOGO: MNDT  
 DM4575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4575+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4575
 DM4575  HISTORY     - Date     Condition        Report By
 DM4575  HISTORY     - 2007     MONUMENTED       MNDT
 DM4575
 DM4575                          STATION DESCRIPTION
 DM4575
 DM4575'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4575'THE MARK IS 1.0 MI (1.6 KM) SOUTHWEST OF ILLGEN CITY, IN ABUTMENT IN
 DM4575'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 38007 OVER BAPTISM
 DM4575'RIVER, 0.95 MI (1.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE
 DM4575'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 1 IN ILLGEN CITY, AT
 DM4575'TRUNK HIGHWAY 61 MILE POINT 58.40.
 DM4575' 
 DM4575'IT IS 29.4 FT (9.0 M) SOUTHEAST OF TRUNK HIGHWAY 61.  DISK SET IN A
 DM4575'DRILL HOLE IN 2007, BRIDGE BUILT IN 1968.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4457 ***********************************************************************
 DM4457  DESIGNATION -  3807 H
 DM4457  PID         -  DM4457
 DM4457  STATE/COUNTY-  MN/LAKE
 DM4457  COUNTRY     -  US
 DM4457  USGS QUAD   -  ILLGEN CITY (1976)
 DM4457
 DM4457                         *CURRENT SURVEY CONTROL
 DM4457  ______________________________________________________________________
 DM4457* NAD 83(1986) POSITION- 47 19 20.     (N) 091 12 57.     (W)   SCALED    
 DM4457* NAVD 88 ORTHO HEIGHT -   207.909  (meters)     682.11  (feet) ADJUSTED  
 DM4457  ______________________________________________________________________
 DM4457  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 DM4457  DYNAMIC HEIGHT  -        207.947 (meters)      682.24  (feet) COMP
 DM4457  MODELED GRAVITY -    980,790.6   (mgal)                       NAVD 88
 DM4457
 DM4457  VERT ORDER      -  SECOND    CLASS I
 DM4457
 DM4457.The horizontal coordinates were scaled from a topographic map and have
 DM4457.an estimated accuracy of +/- 6 seconds.
 DM4457.
 DM4457.The orthometric height was determined by differential leveling and
 DM4457.adjusted in June 2011.
 DM4457
 DM4457.The dynamic height is computed by dividing the NAVD 88
 DM4457.geopotential number by the normal gravity value computed on the
 DM4457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4457.degrees latitude (g = 980.6199 gals.).
 DM4457
 DM4457.The modeled gravity was interpolated from observed gravity values.
 DM4457
 DM4457;                    North         East    Units  Estimated Accuracy
 DM4457;SPC MN N     -   193,150.      942,420.      MT  (+/- 180 meters Scaled)
 DM4457
 DM4457                          SUPERSEDED SURVEY CONTROL
 DM4457
 DM4457.No superseded survey control is available for this station.
 DM4457
 DM4457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN348425(NAD 83)
 DM4457
 DM4457_MARKER: DD = SURVEY DISK
 DM4457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4457_SP_SET: BRIDGE ABUTMENT
 DM4457_STAMPING: 3807 H 2007
 DM4457_MARK LOGO: MNDT  
 DM4457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4457+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 DM4457
 DM4457  HISTORY     - Date     Condition        Report By
 DM4457  HISTORY     - 2007     MONUMENTED       MNDT
 DM4457  HISTORY     - 20070619 GOOD             MNDT
 DM4457
 DM4457                          STATION DESCRIPTION
 DM4457
 DM4457'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4457'THE MARK IS 2.0 MI (3.2 KM) SOUTHWEST OF ILLGEN CITY, IN ABUTMENT IN
 DM4457'SOUTHEAST CORNER OF TRUNK HIGHWAY 61 BRIDGE NUMBER 38013 OVER PALISADE
 DM4457'CREEK, 2.15 MI (3.5 KM) SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE
 DM4457'JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK HIGHWAY 1 IN ILLGEN CITY, AT
 DM4457'TRUNK HIGHWAY 61 MILE POINT 57.20.
 DM4457' 
 DM4457'I9T IS 33 FT (10.1 M) SOUTHEAST OF TRUNK HIGHWAY 61.
 DM4457' 
 DM4457'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2005 THEN STAMPED WHEN USED IN
 DM4457'2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4459 ***********************************************************************
 DM4459  DESIGNATION -  3807 J
 DM4459  PID         -  DM4459
 DM4459  STATE/COUNTY-  MN/LAKE
 DM4459  COUNTRY     -  US
 DM4459  USGS QUAD   -  ILLGEN CITY (1976)
 DM4459
 DM4459                         *CURRENT SURVEY CONTROL
 DM4459  ______________________________________________________________________
 DM4459* NAD 83(1986) POSITION- 47 18 52.     (N) 091 13 39.     (W)   SCALED    
 DM4459* NAVD 88 ORTHO HEIGHT -   222.642  (meters)     730.45  (feet) ADJUSTED  
 DM4459  ______________________________________________________________________
 DM4459  GEOID HEIGHT    -        -29.35  (meters)                     GEOID09
 DM4459  DYNAMIC HEIGHT  -        222.683 (meters)      730.59  (feet) COMP
 DM4459  MODELED GRAVITY -    980,789.5   (mgal)                       NAVD 88
 DM4459
 DM4459  VERT ORDER      -  SECOND    CLASS I
 DM4459
 DM4459.The horizontal coordinates were scaled from a topographic map and have
 DM4459.an estimated accuracy of +/- 6 seconds.
 DM4459.
 DM4459.The orthometric height was determined by differential leveling and
 DM4459.adjusted in June 2011.
 DM4459
 DM4459.The dynamic height is computed by dividing the NAVD 88
 DM4459.geopotential number by the normal gravity value computed on the
 DM4459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4459.degrees latitude (g = 980.6199 gals.).
 DM4459
 DM4459.The modeled gravity was interpolated from observed gravity values.
 DM4459
 DM4459;                    North         East    Units  Estimated Accuracy
 DM4459;SPC MN N     -   192,260.      941,560.      MT  (+/- 180 meters Scaled)
 DM4459
 DM4459                          SUPERSEDED SURVEY CONTROL
 DM4459
 DM4459.No superseded survey control is available for this station.
 DM4459
 DM4459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN339416(NAD 83)
 DM4459
 DM4459_MARKER: DD = SURVEY DISK
 DM4459_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4459_SP_SET: ROCK
 DM4459_STAMPING: 3807 J 2007
 DM4459_MARK LOGO: MNDT  
 DM4459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4459+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4459
 DM4459  HISTORY     - Date     Condition        Report By
 DM4459  HISTORY     - 2007     MONUMENTED       MNDT
 DM4459
 DM4459                          STATION DESCRIPTION
 DM4459
 DM4459'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4459'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF SILVER BAY, 2.0 MI (3.2 KM)
 DM4459'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4459'AND COUNTY ROAD 5 IN SILVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 56.3.
 DM4459' 
 DM4459'IT IS 68.5 FT (20.9 M) NORTHWEST OF TRUNK HIGHWAY 61, 1.3 FT (0.4 M)
 DM4459'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4460 ***********************************************************************
 DM4460  DESIGNATION -  3807 K
 DM4460  PID         -  DM4460
 DM4460  STATE/COUNTY-  MN/LAKE
 DM4460  COUNTRY     -  US
 DM4460  USGS QUAD   -  ILLGEN CITY (1976)
 DM4460
 DM4460                         *CURRENT SURVEY CONTROL
 DM4460  ______________________________________________________________________
 DM4460* NAD 83(1986) POSITION- 47 18 21.     (N) 091 14 33.     (W)   SCALED    
 DM4460* NAVD 88 ORTHO HEIGHT -   237.555  (meters)     779.38  (feet) ADJUSTED  
 DM4460  ______________________________________________________________________
 DM4460  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 DM4460  DYNAMIC HEIGHT  -        237.598 (meters)      779.52  (feet) COMP
 DM4460  MODELED GRAVITY -    980,786.6   (mgal)                       NAVD 88
 DM4460
 DM4460  VERT ORDER      -  SECOND    CLASS I
 DM4460
 DM4460.The horizontal coordinates were scaled from a topographic map and have
 DM4460.an estimated accuracy of +/- 6 seconds.
 DM4460.
 DM4460.The orthometric height was determined by differential leveling and
 DM4460.adjusted in June 2011.
 DM4460
 DM4460.The dynamic height is computed by dividing the NAVD 88
 DM4460.geopotential number by the normal gravity value computed on the
 DM4460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4460.degrees latitude (g = 980.6199 gals.).
 DM4460
 DM4460.The modeled gravity was interpolated from observed gravity values.
 DM4460
 DM4460;                    North         East    Units  Estimated Accuracy
 DM4460;SPC MN N     -   191,280.      940,450.      MT  (+/- 180 meters Scaled)
 DM4460
 DM4460                          SUPERSEDED SURVEY CONTROL
 DM4460
 DM4460.No superseded survey control is available for this station.
 DM4460
 DM4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN328406(NAD 83)
 DM4460
 DM4460_MARKER: DD = SURVEY DISK
 DM4460_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4460_SP_SET: ROCK
 DM4460_STAMPING: 3807 K 2007
 DM4460_MARK LOGO: MNDT  
 DM4460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4460+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4460
 DM4460  HISTORY     - Date     Condition        Report By
 DM4460  HISTORY     - 2007     MONUMENTED       MNDT
 DM4460
 DM4460                          STATION DESCRIPTION
 DM4460
 DM4460'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4460'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF SILVER BAY, 1.1 MI (1.8 KM)
 DM4460'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4460'AND COUNTY ROAD 5 IN SILVER BAY, AT TRUNK HIGHWAY 61 MILE POINT 55.40.
 DM4460'IT IS 90.8 FT (27.7 M) NORTHWEST OF TRUNK HIGHWAY 61, 227.0 FT (69.2
 DM4460'M) SOUTHWEST OF MOUNT ROCKWOOD DRIVE, 2.6 FT (0.8 M) SOUTRHEAST OF A
 DM4460'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4462 ***********************************************************************
 DM4462  DESIGNATION -  3807 L
 DM4462  PID         -  DM4462
 DM4462  STATE/COUNTY-  MN/LAKE
 DM4462  COUNTRY     -  US
 DM4462  USGS QUAD   -  SILVER BAY (1985)
 DM4462
 DM4462                         *CURRENT SURVEY CONTROL
 DM4462  ______________________________________________________________________
 DM4462* NAD 83(1986) POSITION- 47 17 12.     (N) 091 15 56.     (W)   SCALED    
 DM4462* NAVD 88 ORTHO HEIGHT -   227.311  (meters)     745.77  (feet) ADJUSTED  
 DM4462  ______________________________________________________________________
 DM4462  GEOID HEIGHT    -        -29.34  (meters)                     GEOID09
 DM4462  DYNAMIC HEIGHT  -        227.350 (meters)      745.90  (feet) COMP
 DM4462  MODELED GRAVITY -    980,782.0   (mgal)                       NAVD 88
 DM4462
 DM4462  VERT ORDER      -  SECOND    CLASS I
 DM4462
 DM4462.The horizontal coordinates were scaled from a topographic map and have
 DM4462.an estimated accuracy of +/- 6 seconds.
 DM4462.
 DM4462.The orthometric height was determined by differential leveling and
 DM4462.adjusted in June 2011.
 DM4462
 DM4462.The dynamic height is computed by dividing the NAVD 88
 DM4462.geopotential number by the normal gravity value computed on the
 DM4462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4462.degrees latitude (g = 980.6199 gals.).
 DM4462
 DM4462.The modeled gravity was interpolated from observed gravity values.
 DM4462
 DM4462;                    North         East    Units  Estimated Accuracy
 DM4462;SPC MN N     -   189,100.      938,750.      MT  (+/- 180 meters Scaled)
 DM4462
 DM4462                          SUPERSEDED SURVEY CONTROL
 DM4462
 DM4462.No superseded survey control is available for this station.
 DM4462
 DM4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN311384(NAD 83)
 DM4462
 DM4462_MARKER: DD = SURVEY DISK
 DM4462_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4462_SP_SET: ROCK
 DM4462_STAMPING: 3807 L 2007
 DM4462_MARK LOGO: MNDT  
 DM4462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4462+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4462
 DM4462  HISTORY     - Date     Condition        Report By
 DM4462  HISTORY     - 2007     MONUMENTED       MNDT
 DM4462
 DM4462                          STATION DESCRIPTION
 DM4462
 DM4462'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4462'THE MARK IS 0.5 MI (0.8 KM) SOUTHWEST OF SILVER BAY, 0.6 MI (1.0 KM)
 DM4462'SOUTHWEST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK HIGHWAY 61
 DM4462'AND COUNTY ROAD 5 IN SILVER BAY, AT TRUNK HIGHWAY 61 MILEPOST 53.60,
 DM4462'47.9 FT (14.6 M) NORTHWEST OF TRUNK HIGHWAY 61, 1.3 FT (0.4 M)
 DM4462'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4570 ***********************************************************************
 DM4570  DESIGNATION -  3808 A
 DM4570  PID         -  DM4570
 DM4570  STATE/COUNTY-  MN/LAKE
 DM4570  COUNTRY     -  US
 DM4570  USGS QUAD   -  LITTLE MARAIS (1956)
 DM4570
 DM4570                         *CURRENT SURVEY CONTROL
 DM4570  ______________________________________________________________________
 DM4570* NAD 83(1986) POSITION- 47 26 05.     (N) 091 04 53.     (W)   SCALED    
 DM4570* NAVD 88 ORTHO HEIGHT -   243.838  (meters)     799.99  (feet) ADJUSTED  
 DM4570  ______________________________________________________________________
 DM4570  GEOID HEIGHT    -        -29.49  (meters)                     GEOID09
 DM4570  DYNAMIC HEIGHT  -        243.884 (meters)      800.14  (feet) COMP
 DM4570  MODELED GRAVITY -    980,796.1   (mgal)                       NAVD 88
 DM4570
 DM4570  VERT ORDER      -  SECOND    CLASS I
 DM4570
 DM4570.The horizontal coordinates were scaled from a topographic map and have
 DM4570.an estimated accuracy of +/- 6 seconds.
 DM4570.
 DM4570.The orthometric height was determined by differential leveling and
 DM4570.adjusted in June 2011.
 DM4570
 DM4570.The dynamic height is computed by dividing the NAVD 88
 DM4570.geopotential number by the normal gravity value computed on the
 DM4570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4570.degrees latitude (g = 980.6199 gals.).
 DM4570
 DM4570.The modeled gravity was interpolated from observed gravity values.
 DM4570
 DM4570;                    North         East    Units  Estimated Accuracy
 DM4570;SPC MN N     -   205,900.      952,250.      MT  (+/- 180 meters Scaled)
 DM4570
 DM4570                          SUPERSEDED SURVEY CONTROL
 DM4570
 DM4570.No superseded survey control is available for this station.
 DM4570
 DM4570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN446552(NAD 83)
 DM4570
 DM4570_MARKER: DD = SURVEY DISK
 DM4570_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4570_STAMPING: 3808 A 2007
 DM4570_MARK LOGO: MNDT  
 DM4570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4570+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4570
 DM4570  HISTORY     - Date     Condition        Report By
 DM4570  HISTORY     - 2007     MONUMENTED       MNDT
 DM4570
 DM4570                          STATION DESCRIPTION
 DM4570
 DM4570'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4570'THE MARK IS 2.0 MI (3.2 KM) NORTHEAST OF LITTLE MARAIS, 2.1 MI (3.4
 DM4570'KM) NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TRUNK
 DM4570'HIGHWAY 61 AND COUNTY ROAD 6 IN LITTLE MARAIS, AT TRUNK HIGHWAY 61
 DM4570'MILE POINT 67.30, 40.4 FT (12.3 M) NORTHWEST OF TRUNK HIGHWAY 61, 4.8
 DM4570'FT (1.5 M) NORTHWEST WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4571 ***********************************************************************
 DM4571  DESIGNATION -  3808 B
 DM4571  PID         -  DM4571
 DM4571  STATE/COUNTY-  MN/LAKE
 DM4571  COUNTRY     -  US
 DM4571  USGS QUAD   -  FINLAND (1976)
 DM4571
 DM4571                         *CURRENT SURVEY CONTROL
 DM4571  ______________________________________________________________________
 DM4571* NAD 83(1986) POSITION- 47 23 00.     (N) 091 09 09.     (W)   SCALED    
 DM4571* NAVD 88 ORTHO HEIGHT -   226.461  (meters)     742.98  (feet) ADJUSTED  
 DM4571  ______________________________________________________________________
 DM4571  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 DM4571  DYNAMIC HEIGHT  -        226.503 (meters)      743.12  (feet) COMP
 DM4571  MODELED GRAVITY -    980,789.5   (mgal)                       NAVD 88
 DM4571
 DM4571  VERT ORDER      -  SECOND    CLASS I
 DM4571
 DM4571.The horizontal coordinates were scaled from a topographic map and have
 DM4571.an estimated accuracy of +/- 6 seconds.
 DM4571.
 DM4571.The orthometric height was determined by differential leveling and
 DM4571.adjusted in June 2011.
 DM4571
 DM4571.The dynamic height is computed by dividing the NAVD 88
 DM4571.geopotential number by the normal gravity value computed on the
 DM4571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4571.degrees latitude (g = 980.6199 gals.).
 DM4571
 DM4571.The modeled gravity was interpolated from observed gravity values.
 DM4571
 DM4571;                    North         East    Units  Estimated Accuracy
 DM4571;SPC MN N     -   200,060.      947,030.      MT  (+/- 180 meters Scaled)
 DM4571
 DM4571                          SUPERSEDED SURVEY CONTROL
 DM4571
 DM4571.No superseded survey control is available for this station.
 DM4571
 DM4571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN394494(NAD 83)
 DM4571
 DM4571_MARKER: DD = SURVEY DISK
 DM4571_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DM4571_STAMPING: 3808 B 2007
 DM4571_MARK LOGO: MNDT  
 DM4571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4571+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4571
 DM4571  HISTORY     - Date     Condition        Report By
 DM4571  HISTORY     - 2007     MONUMENTED       MNDT
 DM4571
 DM4571                          STATION DESCRIPTION
 DM4571
 DM4571'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4571'THE MARK IS 3.0 MI (4.8 KM) NORTHEAST OF ILLGEN CITY, 3.1 MI (5.0 KM)
 DM4571'NORTHEAST ALONG TRUNK HIGHWAY 61 FROM THE JUNCTION OF TURNK HIGHWAY 61
 DM4571'AND TRUNK HIGHWAY 1 IN ILLGEN CITY, AT TRUNK HIGHWAY 61 MILE POINT
 DM4571'62.40, 63.7 NORTHWEST OF TRUNK HIGHWAY 61, 3.4 FT (1.0 M) NORTHWEST OF
 DM4571'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4572 ***********************************************************************
 DM4572  DESIGNATION -  3808 C
 DM4572  PID         -  DM4572
 DM4572  STATE/COUNTY-  MN/LAKE
 DM4572  COUNTRY     -  US
 DM4572  USGS QUAD   -  ILLGEN CITY (1976)
 DM4572
 DM4572                         *CURRENT SURVEY CONTROL
 DM4572  ______________________________________________________________________
 DM4572* NAD 83(1986) POSITION- 47 20 48.4    (N) 091 11 16.1    (W)   HD_HELD2  
 DM4572* NAVD 88 ORTHO HEIGHT -   219.068  (meters)     718.73  (feet) ADJUSTED  
 DM4572  ______________________________________________________________________
 DM4572  GEOID HEIGHT    -        -29.37  (meters)                     GEOID09
 DM4572  DYNAMIC HEIGHT  -        219.108 (meters)      718.86  (feet) COMP
 DM4572  MODELED GRAVITY -    980,790.7   (mgal)                       NAVD 88
 DM4572
 DM4572  VERT ORDER      -  SECOND    CLASS I
 DM4572
 DM4572.The horizontal coordinates were established by autonomous hand held GPS
 DM4572.observations and have an estimated accuracy of +/- 10 meters.
 DM4572.
 DM4572.The orthometric height was determined by differential leveling and
 DM4572.adjusted in June 2011.
 DM4572
 DM4572.The dynamic height is computed by dividing the NAVD 88
 DM4572.geopotential number by the normal gravity value computed on the
 DM4572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4572.degrees latitude (g = 980.6199 gals.).
 DM4572
 DM4572.The modeled gravity was interpolated from observed gravity values.
 DM4572
 DM4572;                    North         East    Units  Estimated Accuracy
 DM4572;SPC MN N     -   195,926.      944,467.      MT  (+/- 10 meters HH2 GPS)
 DM4572
 DM4572                          SUPERSEDED SURVEY CONTROL
 DM4572
 DM4572.No superseded survey control is available for this station.
 DM4572
 DM4572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN3687745293(NAD 83)
 DM4572
 DM4572_MARKER: DB = BENCH MARK DISK
 DM4572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4572_STAMPING: 3808 C 2007
 DM4572_MARK LOGO: MNHD  
 DM4572_PROJECTION: PROJECTING 15 CENTIMETERS
 DM4572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4572+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 DM4572
 DM4572  HISTORY     - Date     Condition        Report By
 DM4572  HISTORY     - 2007     MONUMENTED       MNHD
 DM4572  HISTORY     - 20070512 GOOD             MNDT
 DM4572  HISTORY     - 20070619 GOOD             MNDT
 DM4572
 DM4572                          STATION DESCRIPTION
 DM4572
 DM4572'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM4572'THE MARK IS IN ILLGEN CITY, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4572'TRUNK HIGHWAY 1 IN ILLGEN CITY, AT TRUNK HIGHWAY 61 MILE POINT 59.25,
 DM4572'83.60 FT (25.5 M) NORTHWEST OF SOUTH-BOUND TRUNK HIGHWAY 61, 105.0 FT
 DM4572'(32.0 M) SOUTHWEST OF TRUNK HIGHWAY 1.
 DM4572' 
 DM4572'IT IS 29.0 FT (8.8 M) SOUTHWEST OF CABLE PEDESTAL, 0.6 FT (18 CM)
 DM4572'SOUTHEAST OF A WITNESS POST.
 DM4572' 
 DM4572'NOTE-PREFAB CONCRETE POST SET IN 1971 THEN STAMPED WHEN USED IN 2007.
 DM4572
 DM4572                          STATION RECOVERY (2007)
 DM4572
 DM4572'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DM4572'RECOVERED IN GOOD CONDITION.  ADD-THE MARK IS LOCATED ABOUT 5.5 MI
 DM4572'(8.8 KM) SOUTH-SOUTHEAST OF FINLAND, 4.9 MI (7.9 KM) NORTHEAST OF
 DM4572'SILVER BAY AND IN THE TOWN OF ILLGEN CITY, MN.
 DM4572' 
 DM4572'THE MARK IS IN ILLGEN CITY, AT THE JUNCTION OF TRUNK HIGHWAY 61 AND
 DM4572'TRUNK HIGHWAY 1 IN ILLGEN CITY, AT TRUNK HIGHWAY 61 MILE POINT 59.25.
 DM4572' 
 DM4572'NOTE-MARK SET IN 1971, THEN STAMPED WHEN SURVEYED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7126 ***********************************************************************
 DK7126  DESIGNATION -  3809 A
 DK7126  PID         -  DK7126
 DK7126  STATE/COUNTY-  MN/LAKE
 DK7126  COUNTRY     -  US
 DK7126  USGS QUAD   -  ELY (1986)
 DK7126
 DK7126                         *CURRENT SURVEY CONTROL
 DK7126  ______________________________________________________________________
 DK7126* NAD 83(1986) POSITION- 47 55 27.3    (N) 091 47 49.5    (W)   HD_HELD2  
 DK7126* NAVD 88 ORTHO HEIGHT -   403.160  (meters)    1322.70  (feet) ADJUSTED  
 DK7126  ______________________________________________________________________
 DK7126  GEOID HEIGHT    -        -30.83  (meters)                     GEOID09
 DK7126  DYNAMIC HEIGHT  -        403.221 (meters)     1322.90  (feet) COMP
 DK7126  MODELED GRAVITY -    980,750.5   (mgal)                       NAVD 88
 DK7126
 DK7126  VERT ORDER      -  SECOND    CLASS I
 DK7126
 DK7126.The horizontal coordinates were established by autonomous hand held GPS
 DK7126.observations and have an estimated accuracy of +/- 10 meters.
 DK7126.
 DK7126.The orthometric height was determined by differential leveling and
 DK7126.adjusted in November 2008.
 DK7126
 DK7126.The dynamic height is computed by dividing the NAVD 88
 DK7126.geopotential number by the normal gravity value computed on the
 DK7126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7126.degrees latitude (g = 980.6199 gals.).
 DK7126
 DK7126.The modeled gravity was interpolated from observed gravity values.
 DK7126
 DK7126;                    North         East    Units  Estimated Accuracy
 DK7126;SPC MN N     -   259,159.      897,359.      MT  (+/- 10 meters HH2 GPS)
 DK7126
 DK7126                          SUPERSEDED SURVEY CONTROL
 DK7126
 DK7126.No superseded survey control is available for this station.
 DK7126
 DK7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP8986208581(NAD 83)
 DK7126
 DK7126_MARKER: DD = SURVEY DISK
 DK7126_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK7126_SP_SET: BOX CULVERT
 DK7126_STAMPING: 3809 A 2006
 DK7126_MARK LOGO: MNDT  
 DK7126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK7126+STABILITY: SURFACE MOTION
 DK7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7126+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7126
 DK7126  HISTORY     - Date     Condition        Report By
 DK7126  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7126
 DK7126                          STATION DESCRIPTION
 DK7126
 DK7126'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7126'4.0 MI (6.4 KM) EAST OF ELY, IN CORNER OF THE SOUTHEAST CORNER OF BOX
 DK7126'CULVERT OVER SHAGAWA RIVER, 2.75 MI (4.4 KM) EAST ALONG TRUNK HIGHWAY
 DK7126'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY,
 DK7126'AT TRUNK HIGHWAY 169 MILE POINT 415.35, 34.9 FT (10.6 M) SOUTH OF
 DK7126'TRUNK HIGHWAY 169, NO WITNESS POST SET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7127 ***********************************************************************
 DK7127  DESIGNATION -  3809 B
 DK7127  PID         -  DK7127
 DK7127  STATE/COUNTY-  MN/LAKE
 DK7127  COUNTRY     -  US
 DK7127  USGS QUAD   -  ELY (1986)
 DK7127
 DK7127                         *CURRENT SURVEY CONTROL
 DK7127  ______________________________________________________________________
 DK7127* NAD 83(1986) POSITION- 47 55 29.3    (N) 091 46 44.4    (W)   HD_HELD2  
 DK7127* NAVD 88 ORTHO HEIGHT -   424.454  (meters)    1392.56  (feet) ADJUSTED  
 DK7127  ______________________________________________________________________
 DK7127  GEOID HEIGHT    -        -30.82  (meters)                     GEOID09
 DK7127  DYNAMIC HEIGHT  -        424.519 (meters)     1392.78  (feet) COMP
 DK7127  MODELED GRAVITY -    980,750.9   (mgal)                       NAVD 88
 DK7127
 DK7127  VERT ORDER      -  SECOND    CLASS I
 DK7127
 DK7127.The horizontal coordinates were established by autonomous hand held GPS
 DK7127.observations and have an estimated accuracy of +/- 10 meters.
 DK7127.
 DK7127.The orthometric height was determined by differential leveling and
 DK7127.adjusted in November 2008.
 DK7127
 DK7127.The dynamic height is computed by dividing the NAVD 88
 DK7127.geopotential number by the normal gravity value computed on the
 DK7127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7127.degrees latitude (g = 980.6199 gals.).
 DK7127
 DK7127.The modeled gravity was interpolated from observed gravity values.
 DK7127
 DK7127;                    North         East    Units  Estimated Accuracy
 DK7127;SPC MN N     -   259,244.      898,709.      MT  (+/- 10 meters HH2 GPS)
 DK7127
 DK7127                          SUPERSEDED SURVEY CONTROL
 DK7127
 DK7127.No superseded survey control is available for this station.
 DK7127
 DK7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP9121208664(NAD 83)
 DK7127
 DK7127_MARKER: DD = SURVEY DISK
 DK7127_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7127_STAMPING: 3809 B 2006
 DK7127_MARK LOGO: MNDT  
 DK7127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7127+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7127
 DK7127  HISTORY     - Date     Condition        Report By
 DK7127  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7127
 DK7127                          STATION DESCRIPTION
 DK7127
 DK7127'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7127'4.5 MI (7.2 KM) EAST OF ELY, 3.7 MI (6.0 KM) EAST ALONG TRUNK HIGHWAY
 DK7127'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY,
 DK7127'AT TRUNK HIGHWAY 169 MILE POINT 416.3, 60.0 FT (18.3 M) SOUTH OF TRUNK
 DK7127'HIGHWAY 169, 41.4 FT (12.6 M) NORTHEAST OF POWER-POLE NUMBER T20, 7.4
 DK7127'FT (2.3 M) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7102 ***********************************************************************
 DK7102  DESIGNATION -  3809 B 1
 DK7102  PID         -  DK7102
 DK7102  STATE/COUNTY-  MN/LAKE
 DK7102  COUNTRY     -  US
 DK7102  USGS QUAD   -  ELY (1986)
 DK7102
 DK7102                         *CURRENT SURVEY CONTROL
 DK7102  ______________________________________________________________________
 DK7102* NAD 83(1986) POSITION- 47 55 42.3    (N) 091 45 39.0    (W)   HD_HELD2  
 DK7102* NAVD 88 ORTHO HEIGHT -   426.337  (meters)    1398.74  (feet) ADJUSTED  
 DK7102  ______________________________________________________________________
 DK7102  GEOID HEIGHT    -        -30.81  (meters)                     GEOID09
 DK7102  DYNAMIC HEIGHT  -        426.403 (meters)     1398.96  (feet) COMP
 DK7102  MODELED GRAVITY -    980,752.1   (mgal)                       NAVD 88
 DK7102
 DK7102  VERT ORDER      -  SECOND    CLASS I
 DK7102
 DK7102.The horizontal coordinates were established by autonomous hand held GPS
 DK7102.observations and have an estimated accuracy of +/- 10 meters.
 DK7102.
 DK7102.The orthometric height was determined by differential leveling and
 DK7102.adjusted in November 2008.
 DK7102
 DK7102.The dynamic height is computed by dividing the NAVD 88
 DK7102.geopotential number by the normal gravity value computed on the
 DK7102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7102.degrees latitude (g = 980.6199 gals.).
 DK7102
 DK7102.The modeled gravity was interpolated from observed gravity values.
 DK7102
 DK7102;                    North         East    Units  Estimated Accuracy
 DK7102;SPC MN N     -   259,669.      900,059.      MT  (+/- 10 meters HH2 GPS)
 DK7102
 DK7102                          SUPERSEDED SURVEY CONTROL
 DK7102
 DK7102.No superseded survey control is available for this station.
 DK7102
 DK7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP9256309087(NAD 83)
 DK7102
 DK7102_MARKER: DB = BENCH MARK DISK
 DK7102_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK7102_SP_SET: BRIDGE ABUTMENT
 DK7102_STAMPING: 3809 B 1 2006
 DK7102_MARK LOGO: MNDT  
 DK7102_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK7102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7102+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7102
 DK7102  HISTORY     - Date     Condition        Report By
 DK7102  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7102
 DK7102                          STATION DESCRIPTION
 DK7102
 DK7102'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7102'5.5 MI (8.8 KM) EAST-NORTHEAST OF ELY, IN CORNER OF COUNTY ROAD ROAD
 DK7102'18 SOUTHWEST OF BRIDGE NUMBER 7065 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7102'POINT 416.8, THEN 0.3 MI (0.5 KM) EAST ON COUNTY ROAD 18, 13.0 FT (4.0
 DK7102'M) SOUTHEAST OF COUNTY ROAD 18, 0.6 FT (0.2 M) EAST OF END OF RAIL, NO
 DK7102'WITNESS POST SET
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7103 ***********************************************************************
 DK7103  DESIGNATION -  3809 B 2
 DK7103  PID         -  DK7103
 DK7103  STATE/COUNTY-  MN/LAKE
 DK7103  COUNTRY     -  US
 DK7103  USGS QUAD   -  FARM LAKE (1986)
 DK7103
 DK7103                         *CURRENT SURVEY CONTROL
 DK7103  ______________________________________________________________________
 DK7103* NAD 83(1986) POSITION- 47 55 59.2    (N) 091 44 18.8    (W)   HD_HELD2  
 DK7103* NAVD 88 ORTHO HEIGHT -   447.860  (meters)    1469.35  (feet) ADJUSTED  
 DK7103  ______________________________________________________________________
 DK7103  GEOID HEIGHT    -        -30.81  (meters)                     GEOID09
 DK7103  DYNAMIC HEIGHT  -        447.930 (meters)     1469.58  (feet) COMP
 DK7103  MODELED GRAVITY -    980,753.2   (mgal)                       NAVD 88
 DK7103
 DK7103  VERT ORDER      -  SECOND    CLASS I
 DK7103
 DK7103.The horizontal coordinates were established by autonomous hand held GPS
 DK7103.observations and have an estimated accuracy of +/- 10 meters.
 DK7103.
 DK7103.The orthometric height was determined by differential leveling and
 DK7103.adjusted in November 2008.
 DK7103
 DK7103.No vertical observational check was made to the station.
 DK7103
 DK7103.The dynamic height is computed by dividing the NAVD 88
 DK7103.geopotential number by the normal gravity value computed on the
 DK7103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7103.degrees latitude (g = 980.6199 gals.).
 DK7103
 DK7103.The modeled gravity was interpolated from observed gravity values.
 DK7103
 DK7103;                    North         East    Units  Estimated Accuracy
 DK7103;SPC MN N     -   260,220.      901,715.      MT  (+/- 10 meters HH2 GPS)
 DK7103
 DK7103                          SUPERSEDED SURVEY CONTROL
 DK7103
 DK7103.No superseded survey control is available for this station.
 DK7103
 DK7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP9421809635(NAD 83)
 DK7103
 DK7103_MARKER: DD = SURVEY DISK
 DK7103_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7103_STAMPING: 3809 B 2 2006
 DK7103_MARK LOGO: MNDT  
 DK7103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7103+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7103
 DK7103  HISTORY     - Date     Condition        Report By
 DK7103  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7103
 DK7103                          STATION DESCRIPTION
 DK7103
 DK7103'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7103'1.5 MI (2.4 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7103'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7103'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7103'POINT 416.8, THEN 1.5 MI (2.4 KM) EAST ON COUNTY ROAD 18, 34.8 FT
 DK7103'(10.6 M) NORTHWEST OF COUNTY ROAD 18, 7.8 FT (2.4 M) NORTH OF A
 DK7103'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7105 ***********************************************************************
 DK7105  DESIGNATION -  3809 B 3
 DK7105  PID         -  DK7105
 DK7105  STATE/COUNTY-  MN/LAKE
 DK7105  COUNTRY     -  US
 DK7105  USGS QUAD   -  FARM LAKE (1986)
 DK7105
 DK7105                         *CURRENT SURVEY CONTROL
 DK7105  ______________________________________________________________________
 DK7105* NAD 83(1986) POSITION- 47 56 00.8    (N) 091 42 08.1    (W)   HD_HELD2  
 DK7105* NAVD 88 ORTHO HEIGHT -   434.732  (meters)    1426.28  (feet) ADJUSTED  
 DK7105  ______________________________________________________________________
 DK7105  GEOID HEIGHT    -        -30.77  (meters)                     GEOID09
 DK7105  DYNAMIC HEIGHT  -        434.800 (meters)     1426.51  (feet) COMP
 DK7105  MODELED GRAVITY -    980,753.8   (mgal)                       NAVD 88
 DK7105
 DK7105  VERT ORDER      -  SECOND    CLASS I
 DK7105
 DK7105.The horizontal coordinates were established by autonomous hand held GPS
 DK7105.observations and have an estimated accuracy of +/- 10 meters.
 DK7105.
 DK7105.The orthometric height was determined by differential leveling and
 DK7105.adjusted in November 2008.
 DK7105
 DK7105.No vertical observational check was made to the station.
 DK7105
 DK7105.The dynamic height is computed by dividing the NAVD 88
 DK7105.geopotential number by the normal gravity value computed on the
 DK7105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7105.degrees latitude (g = 980.6199 gals.).
 DK7105
 DK7105.The modeled gravity was interpolated from observed gravity values.
 DK7105
 DK7105;                    North         East    Units  Estimated Accuracy
 DK7105;SPC MN N     -   260,318.      904,426.      MT  (+/- 10 meters HH2 GPS)
 DK7105
 DK7105                          SUPERSEDED SURVEY CONTROL
 DK7105
 DK7105.No superseded survey control is available for this station.
 DK7105
 DK7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP9692909730(NAD 83)
 DK7105
 DK7105_MARKER: DD = SURVEY DISK
 DK7105_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7105_STAMPING: 3809 B 3 2006
 DK7105_MARK LOGO: MNDT  
 DK7105_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7105+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7105
 DK7105  HISTORY     - Date     Condition        Report By
 DK7105  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7105
 DK7105                          STATION DESCRIPTION
 DK7105
 DK7105'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7105'3.0 MI (4.8 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7105'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7105'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7105'POINT 416.8, THEN 3.3 MI (5.3 KM) EAST-NORTHEAST ON COUNTY ROAD 18,
 DK7105'171.8 FT (52.4 M) NORTHWEST OF COUNTY ROAD 18, 40.0 FT (12.2 M) WEST
 DK7105'OF TRAIL NORTH FIRE NUMBER 939, 4.0 FT (1.2 M) SOUTHEAST OF A WITNESS
 DK7105'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7131 ***********************************************************************
 DK7131  DESIGNATION -  3809 B 4
 DK7131  PID         -  DK7131
 DK7131  STATE/COUNTY-  MN/LAKE
 DK7131  COUNTRY     -  US
 DK7131  USGS QUAD   -  FARM LAKE (1986)
 DK7131
 DK7131                         *CURRENT SURVEY CONTROL
 DK7131  ______________________________________________________________________
 DK7131* NAD 83(1986) POSITION- 47 56 34.     (N) 091 40 06.     (W)   SCALED    
 DK7131* NAVD 88 ORTHO HEIGHT -   445.405  (meters)    1461.30  (feet) ADJUSTED  
 DK7131  ______________________________________________________________________
 DK7131  GEOID HEIGHT    -        -30.76  (meters)                     GEOID09
 DK7131  DYNAMIC HEIGHT  -        445.477 (meters)     1461.54  (feet) COMP
 DK7131  MODELED GRAVITY -    980,757.6   (mgal)                       NAVD 88
 DK7131
 DK7131  VERT ORDER      -  SECOND    CLASS I
 DK7131
 DK7131.The horizontal coordinates were scaled from a topographic map and have
 DK7131.an estimated accuracy of +/- 6 seconds.
 DK7131.
 DK7131.The orthometric height was determined by differential leveling and
 DK7131.adjusted in November 2008.
 DK7131
 DK7131.No vertical observational check was made to the station.
 DK7131
 DK7131.The dynamic height is computed by dividing the NAVD 88
 DK7131.geopotential number by the normal gravity value computed on the
 DK7131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7131.degrees latitude (g = 980.6199 gals.).
 DK7131
 DK7131.The modeled gravity was interpolated from observed gravity values.
 DK7131
 DK7131;                    North         East    Units  Estimated Accuracy
 DK7131;SPC MN N     -   261,390.      906,940.      MT  (+/- 180 meters Scaled)
 DK7131
 DK7131                          SUPERSEDED SURVEY CONTROL
 DK7131
 DK7131.No superseded survey control is available for this station.
 DK7131
 DK7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWP994107(NAD 83)
 DK7131
 DK7131_MARKER: DD = SURVEY DISK
 DK7131_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7131_SP_SET: PROJECTING FROM BEDROCK
 DK7131_STAMPING: 3809 B 4
 DK7131_MARK LOGO: MNDT  
 DK7131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7131+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7131
 DK7131  HISTORY     - Date     Condition        Report By
 DK7131  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7131
 DK7131                          STATION DESCRIPTION
 DK7131
 DK7131'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7131'5.0 MI (8.0 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7131'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7131'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7131'POINT 416.8, THEN 5.1 MI (8.2 KM) EAST-NORTHEAST ON COUNTY ROAD 18,
 DK7131'29.7 FT (9.1 M) NORTHWEST OF COUNTY ROAD 18, 14.2 FT (4.3 M) NORTHWEST
 DK7131'OF NO PASSING ZONE SIGN POST, 3.6 FT (1.1 M) NORTHWEST OF A WITNESS
 DK7131'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7130 ***********************************************************************
 DK7130  DESIGNATION -  3809 B 5
 DK7130  PID         -  DK7130
 DK7130  STATE/COUNTY-  MN/LAKE
 DK7130  COUNTRY     -  US
 DK7130  USGS QUAD   -  FARM LAKE (1986)
 DK7130
 DK7130                         *CURRENT SURVEY CONTROL
 DK7130  ______________________________________________________________________
 DK7130* NAD 83(1986) POSITION- 47 57 21.0    (N) 091 38 13.1    (W)   HD_HELD2  
 DK7130* NAVD 88 ORTHO HEIGHT -   429.022  (meters)    1407.55  (feet) ADJUSTED  
 DK7130  ______________________________________________________________________
 DK7130  GEOID HEIGHT    -        -30.78  (meters)                     GEOID09
 DK7130  DYNAMIC HEIGHT  -        429.092 (meters)     1407.78  (feet) COMP
 DK7130  MODELED GRAVITY -    980,762.8   (mgal)                       NAVD 88
 DK7130
 DK7130  VERT ORDER      -  SECOND    CLASS I
 DK7130
 DK7130.The horizontal coordinates were established by autonomous hand held GPS
 DK7130.observations and have an estimated accuracy of +/- 10 meters.
 DK7130.
 DK7130.The orthometric height was determined by differential leveling and
 DK7130.adjusted in November 2008.
 DK7130
 DK7130.No vertical observational check was made to the station.
 DK7130
 DK7130.The dynamic height is computed by dividing the NAVD 88
 DK7130.geopotential number by the normal gravity value computed on the
 DK7130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7130.degrees latitude (g = 980.6199 gals.).
 DK7130
 DK7130.The modeled gravity was interpolated from observed gravity values.
 DK7130
 DK7130;                    North         East    Units  Estimated Accuracy
 DK7130;SPC MN N     -   262,884.      909,255.      MT  (+/- 10 meters HH2 GPS)
 DK7130
 DK7130                          SUPERSEDED SURVEY CONTROL
 DK7130
 DK7130.No superseded survey control is available for this station.
 DK7130
 DK7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXP0176112290(NAD 83)
 DK7130
 DK7130_MARKER: DD = SURVEY DISK
 DK7130_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7130_SP_SET: PROJECTING FROM BEDROCK
 DK7130_STAMPING: 3809 B 5
 DK7130_MARK LOGO: MNDT  
 DK7130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7130+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7130
 DK7130  HISTORY     - Date     Condition        Report By
 DK7130  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7130
 DK7130                          STATION DESCRIPTION
 DK7130
 DK7130'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7130'7.0 MI (11.3 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7130'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7130'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7130'POINT 416.8, THEN 6.9 MI (11.1 KM) EAST-NORTHEAST ON COUNTY ROAD 18,
 DK7130'29.8 FT (9.1 M) NORTHWEST OF COUNTY ROAD 18, 5.8 FT (1.8 M) SOUTHEAST
 DK7130'OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7132 ***********************************************************************
 DK7132  DESIGNATION -  3809 B 6
 DK7132  PID         -  DK7132
 DK7132  STATE/COUNTY-  MN/LAKE
 DK7132  COUNTRY     -  US
 DK7132  USGS QUAD   -  OJIBWAY LAKE (1986)
 DK7132
 DK7132                         *CURRENT SURVEY CONTROL
 DK7132  ______________________________________________________________________
 DK7132* NAD 83(1986) POSITION- 47 57 30.2    (N) 091 36 08.7    (W)   HD_HELD2  
 DK7132* NAVD 88 ORTHO HEIGHT -   442.485  (meters)    1451.72  (feet) ADJUSTED  
 DK7132  ______________________________________________________________________
 DK7132  GEOID HEIGHT    -        -30.75  (meters)                     GEOID09
 DK7132  DYNAMIC HEIGHT  -        442.557 (meters)     1451.96  (feet) COMP
 DK7132  MODELED GRAVITY -    980,760.0   (mgal)                       NAVD 88
 DK7132
 DK7132  VERT ORDER      -  SECOND    CLASS I
 DK7132
 DK7132.The horizontal coordinates were established by autonomous hand held GPS
 DK7132.observations and have an estimated accuracy of +/- 10 meters.
 DK7132.
 DK7132.The orthometric height was determined by differential leveling and
 DK7132.adjusted in November 2008.
 DK7132
 DK7132.No vertical observational check was made to the station.
 DK7132
 DK7132.The dynamic height is computed by dividing the NAVD 88
 DK7132.geopotential number by the normal gravity value computed on the
 DK7132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7132.degrees latitude (g = 980.6199 gals.).
 DK7132
 DK7132.The modeled gravity was interpolated from observed gravity values.
 DK7132
 DK7132;                    North         East    Units  Estimated Accuracy
 DK7132;SPC MN N     -   263,218.      911,830.      MT  (+/- 10 meters HH2 GPS)
 DK7132
 DK7132                          SUPERSEDED SURVEY CONTROL
 DK7132
 DK7132.No superseded survey control is available for this station.
 DK7132
 DK7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXP0433612620(NAD 83)
 DK7132
 DK7132_MARKER: DD = SURVEY DISK
 DK7132_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7132_SP_SET: PROJECTING FROM BEDROCK
 DK7132_STAMPING: 3809 B 6 2006
 DK7132_MARK LOGO: MNDT  
 DK7132_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7132+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7132
 DK7132  HISTORY     - Date     Condition        Report By
 DK7132  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7132
 DK7132                          STATION DESCRIPTION
 DK7132
 DK7132'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7132'9.0 MI (14.5 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7132'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7132'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7132'POINT 416.8, THEN 8.6 MI (13.8 KM) EAST-NORTHEAST ON COUNTY ROAD 18,
 DK7132'32.5 FT (9.9 M) SOUTHWEST OF COUNTY ROAD 18, 6.9 FT (2.1 M) SOUTHWEST
 DK7132'OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7109 ***********************************************************************
 DK7109  DESIGNATION -  3809 B 7
 DK7109  PID         -  DK7109
 DK7109  STATE/COUNTY-  MN/LAKE
 DK7109  COUNTRY     -  US
 DK7109  USGS QUAD   -  OJIBWAY LAKE (1986)
 DK7109
 DK7109                         *CURRENT SURVEY CONTROL
 DK7109  ______________________________________________________________________
 DK7109* NAD 83(1986) POSITION- 47 57 38.9    (N) 091 34 10.8    (W)   HD_HELD2  
 DK7109* NAVD 88 ORTHO HEIGHT -   459.343  (meters)    1507.03  (feet) ADJUSTED  
 DK7109  ______________________________________________________________________
 DK7109  GEOID HEIGHT    -        -30.72  (meters)                     GEOID09
 DK7109  DYNAMIC HEIGHT  -        459.417 (meters)     1507.27  (feet) COMP
 DK7109  MODELED GRAVITY -    980,757.6   (mgal)                       NAVD 88
 DK7109
 DK7109  VERT ORDER      -  SECOND    CLASS I
 DK7109
 DK7109.The horizontal coordinates were established by autonomous hand held GPS
 DK7109.observations and have an estimated accuracy of +/- 10 meters.
 DK7109.
 DK7109.The orthometric height was determined by differential leveling and
 DK7109.adjusted in November 2008.
 DK7109
 DK7109.No vertical observational check was made to the station.
 DK7109
 DK7109.The dynamic height is computed by dividing the NAVD 88
 DK7109.geopotential number by the normal gravity value computed on the
 DK7109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7109.degrees latitude (g = 980.6199 gals.).
 DK7109
 DK7109.The modeled gravity was interpolated from observed gravity values.
 DK7109
 DK7109;                    North         East    Units  Estimated Accuracy
 DK7109;SPC MN N     -   263,534.      914,270.      MT  (+/- 10 meters HH2 GPS)
 DK7109
 DK7109                          SUPERSEDED SURVEY CONTROL
 DK7109
 DK7109.No superseded survey control is available for this station.
 DK7109
 DK7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXP0677612933(NAD 83)
 DK7109
 DK7109_MARKER: DD = SURVEY DISK
 DK7109_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7109_STAMPING: 3809 B 7 2006
 DK7109_MARK LOGO: MNDT  
 DK7109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7109+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7109
 DK7109  HISTORY     - Date     Condition        Report By
 DK7109  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7109
 DK7109                          STATION DESCRIPTION
 DK7109
 DK7109'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7109'9.5 MI (15.3 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7109'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7109'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, THEN 9.2 MI (14.8 KM)
 DK7109'EAST-NORTHEAST ON COUNTY ROAD 18, 34.3 FT (10.5 M) SOUTHWEST OF COUNTY
 DK7109'ROAD 18, 9.1 FT (2.8 M) SOUTH OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7110 ***********************************************************************
 DK7110  DESIGNATION -  3809 B 8
 DK7110  PID         -  DK7110
 DK7110  STATE/COUNTY-  MN/LAKE
 DK7110  COUNTRY     -  US
 DK7110  USGS QUAD   -  OJIBWAY LAKE (1986)
 DK7110
 DK7110                         *CURRENT SURVEY CONTROL
 DK7110  ______________________________________________________________________
 DK7110* NAD 83(1986) POSITION- 47 57 37.8    (N) 091 33 25.9    (W)   HD_HELD2  
 DK7110* NAVD 88 ORTHO HEIGHT -   441.197  (meters)    1447.49  (feet) ADJUSTED  
 DK7110  ______________________________________________________________________
 DK7110  GEOID HEIGHT    -        -30.71  (meters)                     GEOID09
 DK7110  DYNAMIC HEIGHT  -        441.267 (meters)     1447.72  (feet) COMP
 DK7110  MODELED GRAVITY -    980,756.8   (mgal)                       NAVD 88
 DK7110
 DK7110  VERT ORDER      -  SECOND    CLASS I
 DK7110
 DK7110.The horizontal coordinates were established by autonomous hand held GPS
 DK7110.observations and have an estimated accuracy of +/- 10 meters.
 DK7110.
 DK7110.The orthometric height was determined by differential leveling and
 DK7110.adjusted in November 2008.
 DK7110
 DK7110.No vertical observational check was made to the station.
 DK7110
 DK7110.The dynamic height is computed by dividing the NAVD 88
 DK7110.geopotential number by the normal gravity value computed on the
 DK7110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7110.degrees latitude (g = 980.6199 gals.).
 DK7110
 DK7110.The modeled gravity was interpolated from observed gravity values.
 DK7110
 DK7110;                    North         East    Units  Estimated Accuracy
 DK7110;SPC MN N     -   263,519.      915,202.      MT  (+/- 10 meters HH2 GPS)
 DK7110
 DK7110                          SUPERSEDED SURVEY CONTROL
 DK7110
 DK7110.No superseded survey control is available for this station.
 DK7110
 DK7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXP0770712917(NAD 83)
 DK7110
 DK7110_MARKER: DD = SURVEY DISK
 DK7110_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DK7110_STAMPING: 3809 B 8 2006
 DK7110_MARK LOGO: MNDT  
 DK7110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK7110+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2006
 DK7110
 DK7110  HISTORY     - Date     Condition        Report By
 DK7110  HISTORY     - 20060509 MONUMENTED       MNDT
 DK7110
 DK7110                          STATION DESCRIPTION
 DK7110
 DK7110'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7110'10.0 MI (16.1 KM) EAST-NORTHEAST OF WINTON, 4.3 MI (6.9 KM)
 DK7110'EAST-NORTHEAST ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 DK7110'HIGHWAY 169 AND TRUNK HIGHWAY 1 IN ELY, TO TRUNK HIGHWAY 169 MILE
 DK7110'POINT 416.8, THEN 9.85 MI (15.8 KM) EAST-NORTHEAST ON COUNTY ROAD 18,
 DK7110'53.0 FT (16.2 M) SOUTHWEST OF COUNTY ROAD 18, 21.3 FT (6.5 M)
 DK7110'SOUTHWEST OF POWER-POLE, 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF A WITNESS
 DK7110'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5929 ***********************************************************************
 DF5929  DESIGNATION -  39
 DF5929  PID         -  DF5929
 DF5929  STATE/COUNTY-  MN/PINE
 DF5929  COUNTRY     -  US
 DF5929  USGS QUAD   -  DANBURY WEST (1983)
 DF5929
 DF5929                         *CURRENT SURVEY CONTROL
 DF5929  ______________________________________________________________________
 DF5929* NAD 83(2007) POSITION- 46 05 04.40505(N) 092 25 58.73325(W)   ADJUSTED  
 DF5929* NAD 83(2007) ELLIP HT-   279.460 (meters)        (02/10/07)   ADJUSTED
 DF5929* NAD 83(2007) EPOCH   -  2002.00
 DF5929* NAVD 88 ORTHO HEIGHT -   305.9    (meters)    1004.    (feet) GPS OBS   
 DF5929  ______________________________________________________________________
 DF5929  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5929  GEOID HEIGHT    -        -26.37  (meters)                     GEOID99
 DF5929  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DF5929  NAD 83(2007) X  -   -188,131.157 (meters)                     COMP
 DF5929  NAD 83(2007) Y  - -4,427,753.316 (meters)                     COMP
 DF5929  NAD 83(2007) Z  -  4,571,972.739 (meters)                     COMP
 DF5929  LAPLACE CORR    -          2.36  (seconds)                    DEFLEC09
 DF5929
 DF5929  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5929  Type                                         Horiz  Ellip  Dist(km)
 DF5929  -------------------------------------------------------------------
 DF5929  NETWORK                                       1.42   0.88
 DF5929  -------------------------------------------------------------------
 DF5929  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.47   0.87      8.47
 DF5929  -------------------------------------------------------------------
 DF5929  NOTE: Click here for information on individual local accuracy
 DF5929  values and other accuracy information.
 DF5929
 DF5929
 DF5929.The horizontal coordinates were established by GPS observations
 DF5929.and adjusted by the National Geodetic Survey in February 2007.
 DF5929
 DF5929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5929.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5929
 DF5929.The horizontal coordinates are valid at the epoch date displayed above
 DF5929.which is a decimal equivalence of Year/Month/Day.
 DF5929
 DF5929.The orthometric height was determined by GPS observations and a
 DF5929.high-resolution geoid model.
 DF5929
 DF5929.Photographs are available for this station.
 DF5929
 DF5929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5929
 DF5929.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5929
 DF5929.The ellipsoidal height was determined by GPS observations
 DF5929.and is referenced to NAD 83.
 DF5929
 DF5929. The following values were computed from the NAD 83(2007) position.
 DF5929
 DF5929;                    North         East     Units Scale Factor Converg.
 DF5929;SPC MN C     -   222,155.887   940,515.742   MT  0.99993152   +1 18 51.9
 DF5929;SPC MN C     -   728,856.44  3,085,675.40   sFT  0.99993152   +1 18 51.9
 DF5929;UTM  15      - 5,103,598.684   543,838.603   MT  0.99962362   +0 24 30.5
 DF5929
 DF5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5929!SPC MN C     -   0.99995619  x   0.99993152  =   0.99988771
 DF5929!UTM  15      -   0.99995619  x   0.99962362  =   0.99957983
 DF5929
 DF5929                          SUPERSEDED SURVEY CONTROL
 DF5929
 DF5929  NAD 83(1996)-  46 05 04.40504(N)    092 25 58.73330(W) AD(       ) 1
 DF5929  ELLIP H (05/27/03)  279.503  (m)                       GP(       ) 3 1
 DF5929
 DF5929.Superseded values are not recommended for survey control.
 DF5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5929.See file dsdata.txt to determine how the superseded data were derived.
 DF5929
 DF5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4383803598(NAD 83)
 DF5929
 DF5929_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5929_STAMPING: NO 39
 DF5929_MARK LOGO: MN-115
 DF5929_PROJECTION: FLUSH
 DF5929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5929+STABILITY: SURFACE MOTION
 DF5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5929+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF5929
 DF5929  HISTORY     - Date     Condition        Report By
 DF5929  HISTORY     - 1999     MONUMENTED       MN-115
 DF5929  HISTORY     - 20070912 GOOD             MNDT
 DF5929
 DF5929                          STATION DESCRIPTION
 DF5929
 DF5929'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5929'ABOUT 19 MI (30.6 KM) ESE OF OF SANDSTONE, 3.25 MI (5.23 KM) EAST ON
 DF5929'TH 123 THEN 11 MI (17.7 KM) EAST ON CO RD 30 THEN 2 MI (3.2 KM) SOUTH
 DF5929'ON CO RD 24 THEN 3.6 MI (5.8 KM) EAST ON CO RD 25, 0.7 MI (1.1 KM)
 DF5929'EAST OF JCT OF CO RD 173 AND CO RD 25, 18 FT (5.5 M) NORTH OF CO RD
 DF5929'25, 23 FT (7.0 M) SOUTH OF A P-POLE, 25 FT (7.6 M) WEST OF WEST END OF
 DF5929'BRIDGE OVER TAMARACK RIVER, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5929
 DF5929                          STATION RECOVERY (2007)
 DF5929
 DF5929'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5408 ***********************************************************************
 DG5408  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5408  DESIGNATION -  39 DRL
 DG5408  PID         -  DG5408
 DG5408  STATE/COUNTY-  MN/TODD
 DG5408  COUNTRY     -  US
 DG5408  USGS QUAD   -  WEST UNION (1966)
 DG5408
 DG5408                         *CURRENT SURVEY CONTROL
 DG5408  ______________________________________________________________________
 DG5408* NAD 83(2007) POSITION- 45 50 47.46656(N) 095 00 59.68684(W)   ADJUSTED  
 DG5408* NAD 83(2007) ELLIP HT-   367.425 (meters)        (12/11/09)   ADJUSTED
 DG5408* NAD 83(2007) EPOCH   -  2002.00
 DG5408* NAVD 88 ORTHO HEIGHT -   393.93   (meters)    1292.4   (feet) GPS OBS   
 DG5408  ______________________________________________________________________
 DG5408  NAD 83(2007) X  -   -389,198.562 (meters)                     COMP
 DG5408  NAD 83(2007) Y  - -4,433,782.501 (meters)                     COMP
 DG5408  NAD 83(2007) Z  -  4,553,644.253 (meters)                     COMP
 DG5408  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC09
 DG5408  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 DG5408  ELLP ORDER      -  THIRD     CLASS I
 DG5408
 DG5408  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5408  Type                                         Horiz  Ellip  Dist(km)
 DG5408  -------------------------------------------------------------------
 DG5408  NETWORK                                       0.73   0.98
 DG5408  -------------------------------------------------------------------
 DG5408  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.74   0.96      8.18
 DG5408  -------------------------------------------------------------------
 DG5408  NOTE: Click here for information on individual local accuracy
 DG5408  values and other accuracy information.
 DG5408
 DG5408
 DG5408.The horizontal coordinates were established by GPS observations
 DG5408.and adjusted by the National Geodetic Survey in February 2007.
 DG5408
 DG5408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5408.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5408
 DG5408.The horizontal coordinates are valid at the epoch date displayed above
 DG5408.which is a decimal equivalence of Year/Month/Day.
 DG5408
 DG5408.The orthometric height was determined by GPS observations and a
 DG5408.high-resolution geoid model using precise GPS observation and
 DG5408.processing techniques.
 DG5408
 DG5408.Photographs are available for this station.
 DG5408
 DG5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5408
 DG5408.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5408
 DG5408.The ellipsoidal height was determined by GPS observations
 DG5408.and is referenced to NAD 83.
 DG5408
 DG5408. The following values were computed from the NAD 83(2007) position.
 DG5408
 DG5408;                    North         East     Units Scale Factor Converg.
 DG5408;SPC MN C     -   194,375.556   740,457.660   MT  0.99995813   -0 33 16.3
 DG5408;SPC MN C     -   637,713.80  2,429,318.17   sFT  0.99995813   -0 33 16.3
 DG5408;UTM  15      - 5,078,972.262   343,421.303   MT  0.99990141   -1 26 49.7
 DG5408
 DG5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5408!SPC MN C     -   0.99994240  x   0.99995813  =   0.99990053
 DG5408!UTM  15      -   0.99994240  x   0.99990141  =   0.99984382
 DG5408
 DG5408                          SUPERSEDED SURVEY CONTROL
 DG5408
 DG5408  ELLIP H (02/10/07)  367.405  (m)                       GP(       )    
 DG5408  NAD 83(1996)-  45 50 47.46623(N)    095 00 59.68649(W) AD(       ) 1
 DG5408  ELLIP H (05/07/04)  367.435  (m)                       GP(       ) 4 1
 DG5408  NAVD 88 (10/07/09)  393.92   (m)  GEOID03 model used   GPS OBS        
 DG5408  NAVD 88 (05/07/04)  393.9    (m)  GEOID99 model used   GPS OBS        
 DG5408
 DG5408.Superseded values are not recommended for survey control.
 DG5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5408.See file dsdata.txt to determine how the superseded data were derived.
 DG5408
 DG5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4342178972(NAD 83)
 DG5408
 DG5408_MARKER: DD = SURVEY DISK
 DG5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5408_STAMPING: 39 DRL 1965
 DG5408_MARK LOGO: USGS  
 DG5408_PROJECTION: PROJECTING 5 CENTIMETERS
 DG5408_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5408+STABILITY: SURFACE MOTION
 DG5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5408+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DG5408
 DG5408  HISTORY     - Date     Condition        Report By
 DG5408  HISTORY     - 1965     MONUMENTED       USGS
 DG5408  HISTORY     - 2003     GOOD             MNDT
 DG5408  HISTORY     - 20040323 GOOD             MNDT
 DG5408  HISTORY     - 20040629 GOOD             DUCKS
 DG5408  HISTORY     - 20090409 GOOD             MNDT
 DG5408  HISTORY     - 20090506 GOOD             MNDT
 DG5408
 DG5408                          STATION DESCRIPTION
 DG5408
 DG5408'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5408'3.0 MI NE OF WEST UNION, 2.0 MI NORTH ALONG CO RD 57 FROM JCT OF CO RD
 DG5408'57 AND CO RD 46 IN  WEST UNION, THEN 3.15 MI EAST ON CO RD 2, THEN 1.0
 DG5408'MI NORTH ON 171ST AVE., 0.7 FT WEST OF WIT  POST, 23 FT SOUTH OF ENT,
 DG5408'29 FT EAST OF 171ST AVE., FLUSH, MAGNETIC, SUITABLE FOR GPS
 DG5408
 DG5408                          STATION RECOVERY (2004)
 DG5408
 DG5408'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DNR)
 DG5408'3.0 MILES NORTHEAST OF WEST UNION, 2.0 MILES NORTH ALONG COUNTY ROAD
 DG5408'57 FROM JUNCTION OF COUNTY ROAD 57 AND COUNTY ROAD 46 IN WEST UNION,
 DG5408'THEN 3.15 MILES EAST ON COUNTY ROAD 2, THEN 1.0 MILES NORTH ON 171ST
 DG5408'AVE., 0.7 FEET WEST OF WITNESS POST, 23 FEET SOUTH OF ENTRANCE, 29
 DG5408'FEET EAST OF 171ST AVE.
 DG5408
 DG5408                          STATION RECOVERY (2004)
 DG5408
 DG5408'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 DG5408'RECOVERED IN GOOD CONDITION.
 DG5408
 DG5408                          STATION RECOVERY (2009)
 DG5408
 DG5408'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DG5408'3.0 MILES NORTHEAST OF WEST UNION, 2.0 MILES NORTH ALONG COUNTY ROAD
 DG5408'57 FROM JUNCTION OF COUNTY ROAD 57 AND COUNTY ROAD 46 IN WEST UNION,
 DG5408'THEN 3.15 MILES EAST ON COUNTY ROAD 2, THEN 1.0 MILES NORTH ON 171ST
 DG5408'AVENUE, 29 FEET EAST OF 171ST AVENUE, 23 FEET SOUTH OF ENTRANCE, 0.7
 DG5408'FEET WEST OF WITNESS POST.
 DG5408
 DG5408                          STATION RECOVERY (2009)
 DG5408
 DG5408'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DG5408'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG5408'THE MARK IS 3.0 MILES NORTHEAST OF WEST UNION, 2.0 MILES NORTH ALONG
 DG5408'COUNTY ROAD 57 FROM JUNCTION OF COUNTY ROAD 57 AND COUNTY ROAD 46 IN
 DG5408'WEST UNION, THEN 3.15 MILES EAST ON COUNTY ROAD 2, THEN 1.0 MILES
 DG5408'NORTH ON 171ST AVENUE, 29 FEET EAST OF 171ST AVENUE, 23 FEET SOUTH OF
 DG5408'ENTRANCE, 0.7 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1938 ***********************************************************************
 DM1938  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1938  DESIGNATION -  39 RB
 DM1938  PID         -  DM1938
 DM1938  STATE/COUNTY-  MN/SWIFT
 DM1938  COUNTRY     -  US
 DM1938  USGS QUAD   -  DANVERS (1968)
 DM1938
 DM1938                         *CURRENT SURVEY CONTROL
 DM1938  ______________________________________________________________________
 DM1938* NAD 83(2007) POSITION- 45 20 03.76919(N) 095 52 15.28894(W)   ADJUSTED  
 DM1938* NAD 83(2007) ELLIP HT-   312.402 (meters)        (08/04/10)   ADJUSTED
 DM1938* NAD 83(2007) EPOCH   -  2002.00
 DM1938* NAVD 88 ORTHO HEIGHT -   338.75   (meters)    1111.4   (feet) GPS OBS   
 DM1938  ______________________________________________________________________
 DM1938  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1938  GEOID HEIGHT    -        -26.31  (meters)                     GEOID03
 DM1938  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 DM1938  NAD 83(2007) X  -   -459,420.163 (meters)                     COMP
 DM1938  NAD 83(2007) Y  - -4,467,898.634 (meters)                     COMP
 DM1938  NAD 83(2007) Z  -  4,513,770.828 (meters)                     COMP
 DM1938  LAPLACE CORR    -          1.13  (seconds)                    DEFLEC09
 DM1938  HORZ ORDER      -  FIRST
 DM1938  ELLP ORDER      -  THIRD     CLASS I
 DM1938
 DM1938.The horizontal coordinates were established by GPS observations
 DM1938.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1938
 DM1938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1938.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1938
 DM1938.The horizontal coordinates are valid at the epoch date displayed above
 DM1938.which is a decimal equivalence of Year/Month/Day.
 DM1938
 DM1938.The orthometric height was determined by GPS observations and a
 DM1938.high-resolution geoid model using precise GPS observation and
 DM1938.processing techniques.
 DM1938
 DM1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1938
 DM1938.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1938
 DM1938.The ellipsoidal height was determined by GPS observations
 DM1938.and is referenced to NAD 83.
 DM1938
 DM1938. The following values were computed from the NAD 83(2007) position.
 DM1938
 DM1938;                    North         East     Units Scale Factor Converg.
 DM1938;SPC MN S     -   361,066.094   653,353.644   MT  1.00002785   -1 18 41.0
 DM1938;SPC MN S     - 1,184,597.68  2,143,544.41   sFT  1.00002785   -1 18 41.0
 DM1938;UTM  15      - 5,024,106.886   275,049.042   MT  1.00022222   -2 02 33.8
 DM1938
 DM1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1938!SPC MN S     -   0.99995102  x   1.00002785  =   0.99997887
 DM1938!UTM  15      -   0.99995102  x   1.00022222  =   1.00017323
 DM1938
 DM1938                          SUPERSEDED SURVEY CONTROL
 DM1938
 DM1938.No superseded survey control is available for this station.
 DM1938
 DM1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL7504924106(NAD 83)
 DM1938
 DM1938_MARKER: DD = SURVEY DISK
 DM1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1938_STAMPING: 39 RB 1966
 DM1938_MARK LOGO: USGS  
 DM1938_PROJECTION: PROJECTING 8 CENTIMETERS
 DM1938_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1938+STABILITY: SURFACE MOTION
 DM1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1938+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2006
 DM1938
 DM1938  HISTORY     - Date     Condition        Report By
 DM1938  HISTORY     - 19660401 MONUMENTED       USGS
 DM1938  HISTORY     - 20061215 GOOD             MNDT
 DM1938
 DM1938                          STATION DESCRIPTION
 DM1938
 DM1938'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1938'THE MARK IS 6.7 MILES NORTHWEST OF DANVERS, 5.0 MILES WEST ALONG TRUNK
 DM1938'HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 17 IN
 DM1938'DANVERS, THEN 3.5 MILES NORTH ON 140TH AVENUE, 32.0 FEET NORTH AND
 DM1938'33.0 FEET WEST OF ROAD AT DRIVE EAST, 36.0 FEET SOUTH OF WEST FIELD
 DM1938'ENTRANCE, 8.3 FEET NORTH OF ELECTRIC PEDESTAL, 2.0 FEET SOUTH OF
 DM1938'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4958 ***********************************************************************
 DH4958  DESIGNATION -  39 RC
 DH4958  PID         -  DH4958
 DH4958  STATE/COUNTY-  MN/PINE
 DH4958  COUNTRY     -  US
 DH4958  USGS QUAD   -  CLOVERDALE (1981)
 DH4958
 DH4958                         *CURRENT SURVEY CONTROL
 DH4958  ______________________________________________________________________
 DH4958* NAD 83(1986) POSITION- 46 00 42.     (N) 092 44 25.     (W)   SCALED    
 DH4958* NAVD 88 ORTHO HEIGHT -   296.530  (meters)     972.87  (feet) ADJUSTED  
 DH4958  ______________________________________________________________________
 DH4958  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DH4958  DYNAMIC HEIGHT  -        296.551 (meters)      972.93  (feet) COMP
 DH4958  MODELED GRAVITY -    980,674.1   (mgal)                       NAVD 88
 DH4958
 DH4958  VERT ORDER      -  SECOND    CLASS I
 DH4958
 DH4958.The horizontal coordinates were scaled from a topographic map and have
 DH4958.an estimated accuracy of +/- 6 seconds.
 DH4958.
 DH4958.The orthometric height was determined by differential leveling and
 DH4958.adjusted in March 2006.
 DH4958
 DH4958.No vertical observational check was made to the station.
 DH4958
 DH4958.The dynamic height is computed by dividing the NAVD 88
 DH4958.geopotential number by the normal gravity value computed on the
 DH4958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH4958.degrees latitude (g = 980.6199 gals.).
 DH4958
 DH4958.The modeled gravity was interpolated from observed gravity values.
 DH4958
 DH4958;                    North         East    Units  Estimated Accuracy
 DH4958;SPC MN C     -   213,560.      916,910.      MT  (+/- 180 meters Scaled)
 DH4958
 DH4958                          SUPERSEDED SURVEY CONTROL
 DH4958
 DH4958.No superseded survey control is available for this station.
 DH4958
 DH4958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL201953(NAD 83)
 DH4958
 DH4958_MARKER: DH = HORIZONTAL CONTROL DISK
 DH4958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4958_STAMPING: 39 RC 1954
 DH4958_MARK LOGO: USGS  
 DH4958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH4958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH4958+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1997
 DH4958
 DH4958  HISTORY     - Date     Condition        Report By
 DH4958  HISTORY     - 1954     MONUMENTED       USGS
 DH4958  HISTORY     - 19970409 GOOD             MNDT
 DH4958  HISTORY     - 20080508 MARK NOT FOUND   MNDT
 DH4958
 DH4958                          STATION DESCRIPTION
 DH4958
 DH4958'DESCRIBED BY MN DEPT OF TRANSP 1997 (DKH)
 DH4958'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS AT CLOVERDALE,
 DH4958'AT JCT OF TH 48 AND CO RD 21, 34 FT (10.4 M) NORTH OF TH 48, 73 FT
 DH4958'(22.3 M) WEST OF CO RD 21, 56 FT (17.1 M) SOUTH OF STORE, 5.2 FT (1.6
 DH4958'M) EAST OF 18 INCH NORWAY PINE, STA FLUSH, MAGNETIC, AND NOT SUITABLE
 DH4958'FOR GPS.
 DH4958
 DH4958                          STATION RECOVERY (2008)
 DH4958
 DH4958'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DH4958'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1156 ***********************************************************************
 PP1156  DESIGNATION -  39 RDS
 PP1156  PID         -  PP1156
 PP1156  STATE/COUNTY-  MN/HENNEPIN
 PP1156  COUNTRY     -  US
 PP1156  USGS QUAD   -  BLOOMINGTON (1997)
 PP1156
 PP1156                         *CURRENT SURVEY CONTROL
 PP1156  ______________________________________________________________________
 PP1156* NAD 83(1986) POSITION- 44 51 45.14   (N) 093 21 45.48   (W)   HD_HELD1  
 PP1156* NAVD 88 ORTHO HEIGHT -   262.599  (meters)     861.54  (feet) ADJUSTED  
 PP1156  ______________________________________________________________________
 PP1156  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 PP1156  DYNAMIC HEIGHT  -        262.591 (meters)      861.52  (feet) COMP
 PP1156  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 PP1156
 PP1156  VERT ORDER      -  SECOND    CLASS I
 PP1156
 PP1156.The horizontal coordinates were established by differentially corrected
 PP1156.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1156.
 PP1156.The orthometric height was determined by differential leveling and
 PP1156.adjusted in June 1991.
 PP1156
 PP1156.Photographs are available for this station.
 PP1156
 PP1156.The dynamic height is computed by dividing the NAVD 88
 PP1156.geopotential number by the normal gravity value computed on the
 PP1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1156.degrees latitude (g = 980.6199 gals.).
 PP1156
 PP1156.The modeled gravity was interpolated from observed gravity values.
 PP1156
 PP1156;                    North         East    Units  Estimated Accuracy
 PP1156;SPC MN S     -   307,147.8     850,370.9     MT  (+/- 3 meters HH1 GPS) 
 PP1156
 PP1156                          SUPERSEDED SURVEY CONTROL
 PP1156
 PP1156  NGVD 29 (??/??/92)  262.542  (m)          861.36   (f) ADJ UNCH    2 0
 PP1156
 PP1156.Superseded values are not recommended for survey control.
 PP1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1156.See file dsdata.txt to determine how the superseded data were derived.
 PP1156
 PP1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK7135067744(NAD 83)
 PP1156
 PP1156_MARKER: DB = BENCH MARK DISK
 PP1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1156_STAMPING: 39 RDS 1950
 PP1156_MARK LOGO: USGS  
 PP1156_PROJECTION: FLUSH
 PP1156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1156+STABILITY: SURFACE MOTION
 PP1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1156+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2007
 PP1156
 PP1156  HISTORY     - Date     Condition        Report By
 PP1156  HISTORY     - 1950     MONUMENTED       USGS
 PP1156  HISTORY     - UNK      SEE DESCRIPTION  USGS
 PP1156  HISTORY     - 1970     GOOD             MNDT
 PP1156  HISTORY     - 20050614 GOOD             MNDT
 PP1156  HISTORY     - 20070807 MARK NOT FOUND   MNDT
 PP1156
 PP1156                          STATION DESCRIPTION
 PP1156
 PP1156'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 PP1156'
 PP1156
 PP1156                          STATION RECOVERY (1970)
 PP1156
 PP1156'RECOVERY NOTE BY MN DEPT OF TRANSP 1970
 PP1156'IN EDINA.
 PP1156'MARK IS LOCATED IN EDINA, ABOUT 1.8 MILES SOUTH OF THE JUNCTION OF
 PP1156'T.H. 169/212 AND THE MINNEAPOLIS, NORTHFIELD AND SOUTHERN RAILROAD IN
 PP1156'EDINA, 0.2 MILES NORTH OF FAI 494, 28 FEET SOUTH OF OLD T.H. 5, 405
 PP1156'FEET EAST OF A T-ROAD NORTH (CAHILL ROAD), 28 FEET SOUTHWEST OF THE
 PP1156'SOUTHWEST CORNER OF A BRIDGE OVER THE M.N. AND S. R.R., 55 FEET
 PP1156'NORTHWEST OF THE NORTHWEST LEG OF AN OLD TRANSMISSION TOWER
 PP1156'FOUNDATION, IN THE TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE
 PP1156'GROUND.  SE 1/4 SECTION 8, T116N, R 21W.  NOTE-- THIS MARK IS ALSO 3.2
 PP1156'MILES WEST OF THE JUNCTION OF FAI 494 AND FAI 35W IN BLOOMINGTON.
 PP1156
 PP1156                          STATION RECOVERY (2005)
 PP1156
 PP1156'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PP1156'RECOVERED AS DESCRIBED.
 PP1156
 PP1156                          STATION RECOVERY (2007)
 PP1156
 PP1156'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 PP1156'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7374 ***********************************************************************
 DF7374  DESIGNATION -  39 SEM
 DF7374  PID         -  DF7374
 DF7374  STATE/COUNTY-  MN/AITKIN
 DF7374  COUNTRY     -  US
 DF7374  USGS QUAD   -  LIBBY (1980)
 DF7374
 DF7374                         *CURRENT SURVEY CONTROL
 DF7374  ______________________________________________________________________
 DF7374* NAD 83(2007) POSITION- 46 49 31.22221(N) 093 21 39.81364(W)   ADJUSTED  
 DF7374* NAD 83(2007) ELLIP HT-   344.049 (meters)        (02/10/07)   ADJUSTED
 DF7374* NAD 83(2007) EPOCH   -  2002.00
 DF7374* NAVD 88 ORTHO HEIGHT -   372.6    (meters)    1222.    (feet) GPS OBS   
 DF7374  ______________________________________________________________________
 DF7374  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7374  GEOID HEIGHT    -        -28.56  (meters)                     GEOID99
 DF7374  GEOID HEIGHT    -        -28.58  (meters)                     GEOID09
 DF7374  NAD 83(2007) X  -   -256,327.306 (meters)                     COMP
 DF7374  NAD 83(2007) Y  - -4,364,583.065 (meters)                     COMP
 DF7374  NAD 83(2007) Z  -  4,628,751.805 (meters)                     COMP
 DF7374  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC09
 DF7374
 DF7374  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7374  Type                                         Horiz  Ellip  Dist(km)
 DF7374  -------------------------------------------------------------------
 DF7374  NETWORK                                       0.72   0.78
 DF7374  -------------------------------------------------------------------
 DF7374  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.84   0.85     10.31
 DF7374  -------------------------------------------------------------------
 DF7374  NOTE: Click here for information on individual local accuracy
 DF7374  values and other accuracy information.
 DF7374
 DF7374
 DF7374.The horizontal coordinates were established by GPS observations
 DF7374.and adjusted by the National Geodetic Survey in February 2007.
 DF7374
 DF7374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7374.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7374
 DF7374.The horizontal coordinates are valid at the epoch date displayed above
 DF7374.which is a decimal equivalence of Year/Month/Day.
 DF7374
 DF7374.The orthometric height was determined by GPS observations and a
 DF7374.high-resolution geoid model.
 DF7374
 DF7374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7374
 DF7374.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7374
 DF7374.The ellipsoidal height was determined by GPS observations
 DF7374.and is referenced to NAD 83.
 DF7374
 DF7374. The following values were computed from the NAD 83(2007) position.
 DF7374
 DF7374;                    North         East     Units Scale Factor Converg.
 DF7374;SPC MN C     -   303,264.533   867,825.048   MT  0.99995865   +0 38 35.0
 DF7374;SPC MN C     -   994,960.39  2,847,189.34   sFT  0.99995865   +0 38 35.0
 DF7374;UTM  15      - 5,185,818.300   472,460.942   MT  0.99960932   -0 15 47.9
 DF7374
 DF7374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7374!SPC MN C     -   0.99994607  x   0.99995865  =   0.99990472
 DF7374!UTM  15      -   0.99994607  x   0.99960932  =   0.99955541
 DF7374
 DF7374                          SUPERSEDED SURVEY CONTROL
 DF7374
 DF7374  NAD 83(1996)-  46 49 31.22197(N)    093 21 39.81328(W) AD(       ) 1
 DF7374  ELLIP H (08/26/03)  344.071  (m)                       GP(       ) 3 1
 DF7374
 DF7374.Superseded values are not recommended for survey control.
 DF7374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7374.See file dsdata.txt to determine how the superseded data were derived.
 DF7374
 DF7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7246085818(NAD 83)
 DF7374
 DF7374_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7374_STAMPING: 39 SEM 1967
 DF7374_MARK LOGO: USGS  
 DF7374_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7374+STABILITY: SURFACE MOTION
 DF7374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7374+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7374
 DF7374  HISTORY     - Date     Condition        Report By
 DF7374  HISTORY     - 1967     MONUMENTED       USGS
 DF7374  HISTORY     - 19990401 GOOD             MNDT
 DF7374
 DF7374                          STATION DESCRIPTION
 DF7374
 DF7374'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7374'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY DESCRIBED. 9.64 MI
 DF7374'NE OF PALISADE, 10.8 MI NORTH ALONG CO RD 10 FROM JCT OF CO RD 10 AND
 DF7374'TH 232, 50 FT NORTH OF CO RD 18, 97 FT WEST OF CO RD 10, 1 FT NORTH OF
 DF7374'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE5875 ***********************************************************************
 AE5875  DESIGNATION -  39 WHV
 AE5875  PID         -  AE5875
 AE5875  STATE/COUNTY-  MN/HENNEPIN
 AE5875  COUNTRY     -  US
 AE5875  USGS QUAD   -  EXCELSIOR (1997)
 AE5875
 AE5875                         *CURRENT SURVEY CONTROL
 AE5875  ______________________________________________________________________
 AE5875* NAD 83(1986) POSITION- 44 55 22.     (N) 093 30 12.     (W)   SCALED    
 AE5875* NAVD 88 ORTHO HEIGHT -   272.144  (meters)     892.86  (feet) ADJUSTED  
 AE5875  ______________________________________________________________________
 AE5875  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AE5875  DYNAMIC HEIGHT  -        272.140 (meters)      892.85  (feet) COMP
 AE5875  MODELED GRAVITY -    980,594.6   (mgal)                       NAVD 88
 AE5875
 AE5875  VERT ORDER      -  SECOND    CLASS II
 AE5875
 AE5875.The horizontal coordinates were scaled from a topographic map and have
 AE5875.an estimated accuracy of +/- 6 seconds.
 AE5875.
 AE5875.The orthometric height was determined by differential leveling and
 AE5875.adjusted in November 1999.
 AE5875
 AE5875.No vertical observational check was made to the station.
 AE5875
 AE5875.The dynamic height is computed by dividing the NAVD 88
 AE5875.geopotential number by the normal gravity value computed on the
 AE5875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5875.degrees latitude (g = 980.6199 gals.).
 AE5875
 AE5875.The modeled gravity was interpolated from observed gravity values.
 AE5875
 AE5875;                    North         East    Units  Estimated Accuracy
 AE5875;SPC MN S     -   313,770.      839,210.      MT  (+/- 180 meters Scaled)
 AE5875
 AE5875                          SUPERSEDED SURVEY CONTROL
 AE5875
 AE5875.No superseded survey control is available for this station.
 AE5875
 AE5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK602744(NAD 83)
 AE5875
 AE5875_MARKER: DD = SURVEY DISK
 AE5875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5875_STAMPING: 39 WHV 1950
 AE5875_MARK LOGO: USGS  
 AE5875_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5875
 AE5875  HISTORY     - Date     Condition        Report By
 AE5875  HISTORY     - 1950     MONUMENTED       USGS
 AE5875  HISTORY     - 20070801 MARK NOT FOUND   MNDT
 AE5875  HISTORY     - 20080408 MARK NOT FOUND   MNDT
 AE5875
 AE5875                          STATION DESCRIPTION
 AE5875
 AE5875'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (EGS)
 AE5875'THE MARK IS LOCATED IN THE TOWN OF MINNETONKA, 0.6 MILE NORTH ALONG
 AE5875'TRUNK HIGHWAY 101 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7, IN THE SE
 AE5875'1/4 OF SECTION 19, T117N, R22W.  THE MARK IS 90 FEET NORTH OF THE
 AE5875'CENTERLINE OF A FARM ENTRANCE TO THE WEST, 77 FEET NORTH OF A POWER
 AE5875'POLE NUMBER TP 1, 59 FEET NORTH OF THE CENTERLINE OF THE RAISED MEDIAN
 AE5875'IN SADDLEWOOD LANE TO THE EAST, 59 FEET WEST OF THE CENTERLINE OF
 AE5875'TRUNK HIGHWAY 101, 25 FEET SOUTHWEST OF A HYDRANT.  THE MARK, A
 AE5875'STANDARD USGS BENCH MARK DISK STAMPED---39 WHV 1950---, IS SET IN THE
 AE5875'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND.  THE MARK
 AE5875'HAS NO WITNESS POST. STEEL ROD IN THE CONCRETE POST MAKES THE MARK
 AE5875'MAGNETIC.
 AE5875
 AE5875                          STATION RECOVERY (2007)
 AE5875
 AE5875'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 AE5875'THE MARK WAS NOT RECOVERED.
 AE5875
 AE5875                          STATION RECOVERY (2008)
 AE5875
 AE5875'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 AE5875'IN MINNETONKA, 0.6 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 101 AND
 AE5875'TRUNK HIGHWAY 7, 59 FEET WEST OF TRUNK HIGHWAY 101, 90 FEET NORTH OF
 AE5875'FARM ENTRANCE WEST, 77 FEET NORTH OF POWER POLE TPI, 59 FEET NORTH OF
 AE5875'MEDIAN IN SADDLEWOOD LANE EAST, 25 FEET SOUTHWEST OF HYDRANT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0133 ***********************************************************************
 TC0133  DESIGNATION -  3901 A
 TC0133  PID         -  TC0133
 TC0133  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0133  COUNTRY     -  US
 TC0133  USGS QUAD   -  BAUDETTE (1968)
 TC0133
 TC0133                         *CURRENT SURVEY CONTROL
 TC0133  ______________________________________________________________________
 TC0133* NAD 83(1986) POSITION- 48 42 39.6    (N) 094 35 04.1    (W)   HD_HELD2  
 TC0133* NAVD 88 ORTHO HEIGHT -   331.910  (meters)    1088.94  (feet) ADJUSTED  
 TC0133  ______________________________________________________________________
 TC0133  GEOID HEIGHT    -        -29.02  (meters)                     GEOID09
 TC0133  DYNAMIC HEIGHT  -        331.997 (meters)     1089.23  (feet) COMP
 TC0133  MODELED GRAVITY -    980,864.5   (mgal)                       NAVD 88
 TC0133
 TC0133  VERT ORDER      -  FIRST     CLASS II
 TC0133
 TC0133.The horizontal coordinates were established by autonomous hand held GPS
 TC0133.observations and have an estimated accuracy of +/- 10 meters.
 TC0133.
 TC0133.The orthometric height was determined by differential leveling and
 TC0133.adjusted in June 1991.
 TC0133
 TC0133.Photographs are available for this station.
 TC0133
 TC0133.The dynamic height is computed by dividing the NAVD 88
 TC0133.geopotential number by the normal gravity value computed on the
 TC0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0133.degrees latitude (g = 980.6199 gals.).
 TC0133
 TC0133.The modeled gravity was interpolated from observed gravity values.
 TC0133
 TC0133;                    North         East    Units  Estimated Accuracy
 TC0133;SPC MN N     -   346,867.      690,756.      MT  (+/- 10 meters HH2 GPS)
 TC0133
 TC0133                          SUPERSEDED SURVEY CONTROL
 TC0133
 TC0133  NGVD 29 (??/??/92)  331.539  (m)         1087.72   (f) ADJ UNCH    1 2
 TC0133
 TC0133.Superseded values are not recommended for survey control.
 TC0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0133.See file dsdata.txt to determine how the superseded data were derived.
 TC0133
 TC0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8344096540(NAD 83)
 TC0133
 TC0133_MARKER: DB = BENCH MARK DISK
 TC0133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 TC0133_SP_SET: CONCRETE FOOTING OF RADIO TOWE
 TC0133_STAMPING: 3901 A 1972
 TC0133_MARK LOGO: MNHD  
 TC0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TC0133+STABILITY: POSITION/ELEVATION WELL
 TC0133
 TC0133  HISTORY     - Date     Condition        Report By
 TC0133  HISTORY     - 1972     MONUMENTED       MNHD
 TC0133  HISTORY     - 1981     GOOD             NGS
 TC0133  HISTORY     - 1983     GOOD             MNDT
 TC0133
 TC0133                          STATION DESCRIPTION
 TC0133
 TC0133'DESCRIBED BY MN HIGHWAY DEPT 1972
 TC0133'IN BAUDETTE.
 TC0133'MARK IS LOCATED 0.6 MILES EAST ALONG TH S 72 AND 11 FROM THE JUNCTION
 TC0133'OF TH 11 AND TH 72 (NORTH) IN BAUDETTE, THENCE 0.05 MILES SOUTH OF TH
 TC0133'11 AT MILE POINT 129.8, 0.05 MILES NORTH OF THE LAKE OF THE WOODS
 TC0133'COUNTY COURTHOUSE, 52 FEET EAST-NORTHEAST OF A STEEL MANHOLE COVER,
 TC0133'8.3 FEET WEST AND 1.8 FEET NORTH OF THE SOUTHWEST CORNER OF A 1 STORY
 TC0133'BRICK BUILDING (NORTH STAR POWER AND LIGHT COMPANY), 2 FEET WEST OF
 TC0133'THE CENTER OF A 124 FOOT RADIO TOWER, 2.1 FEET EAST OF THE WEST EDGE
 TC0133'OF THE CONCRETE BASE (11 FEET DEEP) OF THE RADIO TOWER ABOUT LEVEL
 TC0133'WITH THE LAWN AND PARKING LOT.  NE 1/4 SECTION 2 ,T 160 ,R 31
 TC0133
 TC0133                          STATION RECOVERY (1981)
 TC0133
 TC0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0133'RECOVERED IN GOOD CONDITION.
 TC0133
 TC0133                          STATION RECOVERY (1983)
 TC0133
 TC0133'RECOVERY NOTE BY MN DEPT OF TRANSP 1983
 TC0133'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 TC0133'IN THE TOWN OF EAST BAUDETTE, IN THE NE 1/4 OF SECTION 2, T160N,
 TC0133'R31W, 0.6 MILE EAST ALONG TRUNK HIGHWAYS 72 AND 11 FROM THE JUNCTION
 TC0133'OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11 AT BAUDETTE, ABOUT 250 FEET
 TC0133'SOUTH OF TRUNK HIGHWAY 72 AND 11 AT MILEPOINT 129.8, ABOUT 250 FEET
 TC0133'NORTH OF THE COUNTY COURTHOUSE, IN THE SOUTHWEST CONCRETE FOOTING OF
 TC0133'A RADIO TOWER, 52 FEET EAST-NORTHEAST OF A MANHOLE COVER, 8.3 FEET
 TC0133'WEST AND 1.8 FEET NORTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING
 TC0133'OWNED BY THE NORTH STAR POWER AND LIGHT COMPANY, 2 FEET WEST OF THE
 TC0133'CENTER OF A 124 FOOT HIGH RADIO TOWER, AND 2.1 FEET EAST OF THE WEST
 TC0133'EDGE OF THE CONCRETE BASE OF THE RADIO TOWER.  THE MARK, A STANDARD
 TC0133'MNHD BENCH MARK DISK STAMPED---3901 A 1972---, IS SET FLUSH IN A
 TC0133'DRILL HOLE IN THE TOP OF THE SOUTHWEST CONCRETE BASE THAT IS 11 FEET
 TC0133'DEEP OF THE RADIO TOWER AND IT IS ABOUT LEVEL WITH THE LAWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0136 ***********************************************************************
 TC0136  DESIGNATION -  3901 A 1
 TC0136  PID         -  TC0136
 TC0136  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0136  COUNTRY     -  US
 TC0136  USGS QUAD   -  BAUDETTE (1968)
 TC0136
 TC0136                         *CURRENT SURVEY CONTROL
 TC0136  ______________________________________________________________________
 TC0136* NAD 83(1986) POSITION- 48 42 57.3    (N) 094 35 25.3    (W)   HD_HELD2  
 TC0136* NAVD 88 ORTHO HEIGHT -   330.724  (meters)    1085.05  (feet) ADJUSTED  
 TC0136  ______________________________________________________________________
 TC0136  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 TC0136  DYNAMIC HEIGHT  -        330.811 (meters)     1085.34  (feet) COMP
 TC0136  MODELED GRAVITY -    980,864.9   (mgal)                       NAVD 88
 TC0136
 TC0136  VERT ORDER      -  SECOND    CLASS I
 TC0136
 TC0136.The horizontal coordinates were established by autonomous hand held GPS
 TC0136.observations and have an estimated accuracy of +/- 10 meters.
 TC0136.
 TC0136.The orthometric height was determined by differential leveling and
 TC0136.adjusted in June 1991.
 TC0136
 TC0136.Photographs are available for this station.
 TC0136
 TC0136.The dynamic height is computed by dividing the NAVD 88
 TC0136.geopotential number by the normal gravity value computed on the
 TC0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0136.degrees latitude (g = 980.6199 gals.).
 TC0136
 TC0136.The modeled gravity was interpolated from observed gravity values.
 TC0136
 TC0136;                    North         East    Units  Estimated Accuracy
 TC0136;SPC MN N     -   347,422.      690,333.      MT  (+/- 10 meters HH2 GPS)
 TC0136
 TC0136                          SUPERSEDED SURVEY CONTROL
 TC0136
 TC0136  NGVD 29 (??/??/92)  330.354  (m)         1083.84   (f) ADJ UNCH    2 0
 TC0136
 TC0136.Superseded values are not recommended for survey control.
 TC0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0136.See file dsdata.txt to determine how the superseded data were derived.
 TC0136
 TC0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8301897096(NAD 83)
 TC0136
 TC0136_MARKER: DB = BENCH MARK DISK
 TC0136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TC0136_SP_SET: FOOTING
 TC0136_STAMPING: 3901 A 1 1972
 TC0136_MARK LOGO: MNHD  
 TC0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0136+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 TC0136
 TC0136  HISTORY     - Date     Condition        Report By
 TC0136  HISTORY     - 1972     MONUMENTED       MNHD
 TC0136  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0136  HISTORY     - 20090602 GOOD             MNDT
 TC0136
 TC0136                          STATION DESCRIPTION
 TC0136
 TC0136'DESCRIBED BY MN HIGHWAY DEPT 1972
 TC0136'IN BAUDETTE.
 TC0136'IN EAST BAUDETTE, 0.1 MILES EAST OF THE BAUDETTE RIVER, 0.2 MILES
 TC0136'NORTH OF TH 11, 82 FEET SOUTHEAST OF THE CENTER OF 4TH AVENUE EAST, 40
 TC0136'FEET NORTH OF THE CENTER OF 4TH STREET NORTH, 16 FEET NORTH OF A POWER
 TC0136'POLE (WITH METER AND TRANSFORMER) IN THE SOUTHEAST CORNER OF THE
 TC0136'CONCRETE FOOTING OF THE SOUTH LEG OF THE BAUDETTE WATER TANK.  SE 1/4
 TC0136'SECTION 36 ,T 160 ,R 31
 TC0136
 TC0136                          STATION RECOVERY (1981)
 TC0136
 TC0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0136'NOT RECOVERED.
 TC0136
 TC0136                          STATION RECOVERY (2009)
 TC0136
 TC0136'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 TC0136'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF
 TC0136'CLEMENTSON, 6.6 MI (10.6 KM) EAST OF PITT AND IN THE EASTERN SIDE OF
 TC0136'THE TOWN OF BAUDETTE, MN.
 TC0136' 
 TC0136'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 11/MAIN STREET
 TC0136'AND FOURTH AVENUE EAST, GO 0.28 MI (0.5 KM) NORTH ON FOURTH AVENUE
 TC0136'EAST TO TOWER DRIVE AND FOURTH STREET NORTH.
 TC0136' 
 TC0136'THE MARK IS FOUND 82 FT (25.0 M) SOUTHEAST OF TOWER DRIVE, 40 FT (12.2
 TC0136'M) NORTH OF FOURTH STREET NORTH, 16 FT (4.9 M) NORTH OF A POWER POLE
 TC0136'NUMBERED 502 FOURTH, SET IN THE FOOTING OF THE SOUTH LEG'S SOUTHEAST
 TC0136'CORNER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0179 ***********************************************************************
 TC0179  DESIGNATION -  3901 AB
 TC0179  PID         -  TC0179
 TC0179  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0179  COUNTRY     -  US
 TC0179  USGS QUAD   -  WILLIAMS (1967)
 TC0179
 TC0179                         *CURRENT SURVEY CONTROL
 TC0179  ______________________________________________________________________
 TC0179* NAD 83(1986) POSITION- 48 46 12.8    (N) 094 56 13.6    (W)   HD_HELD1  
 TC0179* NAVD 88 ORTHO HEIGHT -   350.395  (meters)    1149.59  (feet) ADJUSTED  
 TC0179  ______________________________________________________________________
 TC0179  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 TC0179  DYNAMIC HEIGHT  -        350.481 (meters)     1149.87  (feet) COMP
 TC0179  MODELED GRAVITY -    980,846.6   (mgal)                       NAVD 88
 TC0179
 TC0179  VERT ORDER      -  SECOND    CLASS 0
 TC0179
 TC0179.The horizontal coordinates were established by differentially corrected
 TC0179.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TC0179.
 TC0179.The orthometric height was determined by differential leveling and
 TC0179.adjusted in June 1991.
 TC0179
 TC0179.Photographs are available for this station.
 TC0179
 TC0179.The dynamic height is computed by dividing the NAVD 88
 TC0179.geopotential number by the normal gravity value computed on the
 TC0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0179.degrees latitude (g = 980.6199 gals.).
 TC0179
 TC0179.The modeled gravity was interpolated from observed gravity values.
 TC0179
 TC0179;                    North         East    Units  Estimated Accuracy
 TC0179;SPC MN N     -   354,008.7     664,965.8     MT  (+/- 3 meters HH1 GPS) 
 TC0179
 TC0179                          SUPERSEDED SURVEY CONTROL
 TC0179
 TC0179  NGVD 29 (??/??/92)  349.980  (m)         1148.23   (f) ADJ UNCH    2 0
 TC0179
 TC0179.Superseded values are not recommended for survey control.
 TC0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0179.See file dsdata.txt to determine how the superseded data were derived.
 TC0179
 TC0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5766703722(NAD 83)
 TC0179
 TC0179_MARKER: DB = BENCH MARK DISK
 TC0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 TC0179_SP_SET: CONCRETE BASE
 TC0179_STAMPING: 3901 AB 1972
 TC0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0179
 TC0179  HISTORY     - Date     Condition        Report By
 TC0179  HISTORY     - 1972     MONUMENTED       MNDT
 TC0179  HISTORY     - 1976     GOOD             MNDT
 TC0179  HISTORY     - 1981     MARK NOT FOUND   NGS
 TC0179
 TC0179                          STATION DESCRIPTION
 TC0179
 TC0179'DESCRIBED BY MN DEPT OF TRANSP 1976
 TC0179'1.0 MI E FROM WILLIAMS.
 TC0179'IT IS LOCATED 1.0 MILES SOUTH-SOUTHEAST ALONG TRUNK HIGHWAY 11
 TC0179'(MILEPOINT 113) FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY STATE
 TC0179'AID HIGHWAY 2 AT WILLIAMS.  THENCE NORTH ALONG COUNTY ROAD 61 FOR 0.5
 TC0179'MILE.  IT IS AT A POWER LINE T JUNCTION FROM THE EAST.  IT IS 36.0
 TC0179'FEET WEST OF THE CENTER OF COUNTY ROAD 61 AND IS SET IN THE SOUTHEAST
 TC0179'CORNER OF A 3 FOOT BY 3 FOOT CONCRETE BASE OF A 50 FOOT-HIGH STEEL
 TC0179'POWER LINE TOWER (NUMBER 6521-6522).  IT IS ABOUT 1 FOOT ABOVE THE
 TC0179'LEVEL OF THE GROUND.  CORNER OF NE 1/4, SEC 18, T 161 N, R 33 W.
 TC0179
 TC0179                          STATION RECOVERY (1981)
 TC0179
 TC0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0179'MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0184 ***********************************************************************
 TC0184  DESIGNATION -  3901 AC
 TC0184  PID         -  TC0184
 TC0184  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0184  COUNTRY     -  US
 TC0184  USGS QUAD   -  WILLIAMS (1967)
 TC0184
 TC0184                         *CURRENT SURVEY CONTROL
 TC0184  ______________________________________________________________________
 TC0184* NAD 83(1986) POSITION- 48 46 06.4    (N) 094 57 31.1    (W)   HD_HELD2  
 TC0184* NAVD 88 ORTHO HEIGHT -   351.297  (meters)    1152.55  (feet) ADJUSTED  
 TC0184  ______________________________________________________________________
 TC0184  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 TC0184  DYNAMIC HEIGHT  -        351.383 (meters)     1152.83  (feet) COMP
 TC0184  MODELED GRAVITY -    980,846.9   (mgal)                       NAVD 88
 TC0184
 TC0184  VERT ORDER      -  FIRST     CLASS II
 TC0184
 TC0184.The horizontal coordinates were established by autonomous hand held GPS
 TC0184.observations and have an estimated accuracy of +/- 10 meters.
 TC0184.
 TC0184.The orthometric height was determined by differential leveling and
 TC0184.adjusted in June 1991.
 TC0184
 TC0184.WARNING-Repeat measurements at this control monument indicate possible
 TC0184.vertical movement.
 TC0184
 TC0184.Photographs are available for this station.
 TC0184
 TC0184.The dynamic height is computed by dividing the NAVD 88
 TC0184.geopotential number by the normal gravity value computed on the
 TC0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0184.degrees latitude (g = 980.6199 gals.).
 TC0184
 TC0184.The modeled gravity was interpolated from observed gravity values.
 TC0184
 TC0184;                    North         East    Units  Estimated Accuracy
 TC0184;SPC MN N     -   353,849.      663,379.      MT  (+/- 10 meters HH2 GPS)
 TC0184
 TC0184                          SUPERSEDED SURVEY CONTROL
 TC0184
 TC0184.No superseded survey control is available for this station.
 TC0184
 TC0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5608003565(NAD 83)
 TC0184
 TC0184_MARKER: DV = VERTICAL CONTROL DISK
 TC0184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC0184_STAMPING: 3901 AC 1974
 TC0184_MARK LOGO: NGS   
 TC0184_PROJECTION: FLUSH
 TC0184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0184+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 TC0184_ROD/PIPE-DEPTH:  1.2 meters
 TC0184
 TC0184  HISTORY     - Date     Condition        Report By
 TC0184  HISTORY     - 1974     MONUMENTED       MNHD
 TC0184  HISTORY     - 1976     GOOD             MNDT
 TC0184  HISTORY     - 1981     GOOD             NGS
 TC0184  HISTORY     - 20030715 GOOD             MNDT
 TC0184  HISTORY     - 20040727 GOOD             MNDT
 TC0184
 TC0184                          STATION DESCRIPTION
 TC0184
 TC0184'DESCRIBED BY MN DEPT OF TRANSP 1976
 TC0184'IN WILLIAMS.
 TC0184'IT IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY STATE
 TC0184'AID HIGHWAY 2 IN WILLIAMS AT THE NORTHEAST CORNER OF A ROADSIDE REST
 TC0184'AREA (LADY SLIPPER PARK).  IT IS 178.7 FEET NORTHEAST OF AND ABOUT
 TC0184'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 11, 50.0 FEET WEST OF THE
 TC0184'CENTER OF COUNTY STATE AID HIGHWAY 2, 44.6 FEET SOUTHWEST OF THE
 TC0184'SOUTHWEST RAIL OF THE CANADIAN NATIONAL RAILROAD, AND 5.0 FEET SOUTH
 TC0184'OF TELEGRAPH POLE NUMBER 760.  IT IS CRIMPED TO THE TOP OF A 5/8 INCH
 TC0184'DIAMETER BY 4 FOOT LONG COPPER-CLAD STEEL RODWITH A 12 INCH STEEL
 TC0184'PLATE BOLTED TO THE BOTTOM.  IT IS FLUSH WITH THE SURFACE OF THE
 TC0184'GROUND AND IS 4.6 FEET SOUTH OF A STEEL WITNESS POST.  CORNER OF NE
 TC0184'1/4, SEC 13, T 161 N, R 33 W.
 TC0184
 TC0184                          STATION RECOVERY (1981)
 TC0184
 TC0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0184'RECOVERED IN GOOD CONDITION.
 TC0184
 TC0184                          STATION RECOVERY (2003)
 TC0184
 TC0184'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC0184'THE MARK WAS RECOVERED IN GOOD CONDITION. AT TRUNK HIGHWAY 11
 TC0184'MILEPOINT 112.0.
 TC0184
 TC0184                          STATION RECOVERY (2004)
 TC0184
 TC0184'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 TC0184'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0182 ***********************************************************************
 TC0182  DESIGNATION -  3901 AD
 TC0182  PID         -  TC0182
 TC0182  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0182  COUNTRY     -  US
 TC0182  USGS QUAD   -  WILLIAMS (1967)
 TC0182
 TC0182                         *CURRENT SURVEY CONTROL
 TC0182  ______________________________________________________________________
 TC0182* NAD 83(1986) POSITION- 48 46 08.     (N) 094 57 29.     (W)   SCALED    
 TC0182* NAVD 88 ORTHO HEIGHT -   350.206  (meters)    1148.97  (feet) ADJUSTED  
 TC0182  ______________________________________________________________________
 TC0182  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 TC0182  DYNAMIC HEIGHT  -        350.292 (meters)     1149.25  (feet) COMP
 TC0182  MODELED GRAVITY -    980,847.0   (mgal)                       NAVD 88
 TC0182
 TC0182  VERT ORDER      -  SECOND    CLASS I
 TC0182
 TC0182.The horizontal coordinates were scaled from a topographic map and have
 TC0182.an estimated accuracy of +/- 6 seconds.
 TC0182.
 TC0182.The orthometric height was determined by differential leveling and
 TC0182.adjusted in June 1991.
 TC0182
 TC0182.WARNING-Repeat measurements at this control monument indicate possible
 TC0182.vertical movement.
 TC0182
 TC0182.Photographs are available for this station.
 TC0182
 TC0182.The dynamic height is computed by dividing the NAVD 88
 TC0182.geopotential number by the normal gravity value computed on the
 TC0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0182.degrees latitude (g = 980.6199 gals.).
 TC0182
 TC0182.The modeled gravity was interpolated from observed gravity values.
 TC0182
 TC0182;                    North         East    Units  Estimated Accuracy
 TC0182;SPC MN N     -   353,900.      663,420.      MT  (+/- 180 meters Scaled)
 TC0182
 TC0182                          SUPERSEDED SURVEY CONTROL
 TC0182
 TC0182  NGVD 29 (??/??/92)  349.791  (m)         1147.61   (f) ADJ UNCH    2 0
 TC0182
 TC0182.Superseded values are not recommended for survey control.
 TC0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0182.See file dsdata.txt to determine how the superseded data were derived.
 TC0182
 TC0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ561036(NAD 83)
 TC0182
 TC0182_MARKER: DV = VERTICAL CONTROL DISK
 TC0182_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TC0182_SP_SET: HEADWALL BOX CULVERT
 TC0182_STAMPING: 3901 AD 1974
 TC0182_MARK LOGO: MNHD  
 TC0182_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0182+STABILITY: SURFACE MOTION
 TC0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0182+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004
 TC0182
 TC0182  HISTORY     - Date     Condition        Report By
 TC0182  HISTORY     - 1974     MONUMENTED       MNHD
 TC0182  HISTORY     - 1976     GOOD             MNDT
 TC0182  HISTORY     - 20040716 GOOD             MNDT
 TC0182  HISTORY     - 20040727 GOOD             MNDT
 TC0182
 TC0182                          STATION DESCRIPTION
 TC0182
 TC0182'DESCRIBED BY MN DEPT OF TRANSP 1976
 TC0182'IN WILLIAMS.
 TC0182'IT IS LOCATED APPROXIMATELY 0.1 EAST-SOUTHEAST ALONG TRUNK HIGHWAY 11
 TC0182'FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY STATE AID HIGHWAY 2
 TC0182'AT WILLIAMS.  IT IS AT TRUNK HIGHWAY 11 MILEPOINT 112.1.  IT IS 53.4
 TC0182'FEET SOUTH-SOUTHWEST OF AND ABOUT 5 FEET LOWER THAN THE CENTERLINE OF
 TC0182'TRUNK HIGHWAY 11.  IT IS SET IN A DRILL HOLE IN THE EAST END OF THE
 TC0182'SOUTH HEADWALL OF A 22 FOOT BY 12 FOOT DOUBLE BOX CULVERT (TRUNK
 TC0182'HIGHWAY 11 OVER WILLIAMS CREEK).  CORNER OF NW 1/4, SEC 18, T 161 N, R
 TC0182'33 W.
 TC0182
 TC0182                          STATION RECOVERY (2004)
 TC0182
 TC0182'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 TC0182'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 TC0182'THE MARK IS AT WILLIAMS, 0.1 MILES (0.2 KM) EAST-SOUTHEAST ON TRUNK
 TC0182'HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD 2, 53.4
 TC0182'FEET (16.3 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 11, AT TRUNK HIGHWAY 11
 TC0182'MILEPOINT 112.1, IN EAST END OF SOUTH HEADWALL OF TRUNK HIGHWAY 11
 TC0182'DOUBLE BOX CULVERT AT WILLIAMS CREEK.
 TC0182
 TC0182                          STATION RECOVERY (2004)
 TC0182
 TC0182'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 TC0182'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4411 ***********************************************************************
 DN4411  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4411  DESIGNATION -  3901 AE
 DN4411  PID         -  DN4411
 DN4411  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4411  COUNTRY     -  US
 DN4411  USGS QUAD   -  ROOSEVELT (1984)
 DN4411
 DN4411                         *CURRENT SURVEY CONTROL
 DN4411  ______________________________________________________________________
 DN4411* NAD 83(2007) POSITION- 48 47 00.71553(N) 095 01 22.53640(W)   ADJUSTED  
 DN4411* NAD 83(2007) ELLIP HT-   328.264 (meters)        (09/16/11)   ADJUSTED
 DN4411* NAD 83(2007) EPOCH   -  2002.00
 DN4411* NAVD 88 ORTHO HEIGHT -   356.98   (meters)    1171.2   (feet) GPS OBS   
 DN4411  ______________________________________________________________________
 DN4411  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DN4411  NAD 83(2007) X  -   -368,672.974 (meters)                     COMP
 DN4411  NAD 83(2007) Y  - -4,194,618.881 (meters)                     COMP
 DN4411  NAD 83(2007) Z  -  4,774,978.160 (meters)                     COMP
 DN4411  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC09
 DN4411  HORZ ORDER      -  FIRST
 DN4411  ELLP ORDER      -  FIRST     CLASS I
 DN4411
 DN4411.The horizontal coordinates were established by GPS observations
 DN4411.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4411
 DN4411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4411.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4411
 DN4411.The horizontal coordinates are valid at the epoch date displayed above
 DN4411.which is a decimal equivalence of Year/Month/Day.
 DN4411
 DN4411.The orthometric height was determined by GPS observations and a
 DN4411.high-resolution geoid model using precise GPS observation and
 DN4411.processing techniques.
 DN4411
 DN4411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4411
 DN4411.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4411
 DN4411.The ellipsoidal height was determined by GPS observations
 DN4411.and is referenced to NAD 83.
 DN4411
 DN4411. The following values were computed from the NAD 83(2007) position.
 DN4411
 DN4411;                    North         East     Units Scale Factor Converg.
 DN4411;SPC MN N     -   355,641.834   658,696.155   MT  1.00004017   -1 25 31.1
 DN4411;SPC MN N     - 1,166,801.58  2,161,072.30   sFT  1.00004017   -1 25 31.1
 DN4411;UTM  15      - 5,405,366.190   351,401.918   MT  0.99987128   -1 31 19.1
 DN4411
 DN4411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4411!SPC MN N     -   0.99994856  x   1.00004017  =   0.99998873
 DN4411!UTM  15      -   0.99994856  x   0.99987128  =   0.99981984
 DN4411
 DN4411                          SUPERSEDED SURVEY CONTROL
 DN4411
 DN4411.No superseded survey control is available for this station.
 DN4411
 DN4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ5140105366(NAD 83)
 DN4411
 DN4411_MARKER: I = METAL ROD
 DN4411_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4411_STAMPING: 3901 AE 2009
 DN4411_MARK LOGO: MNDT  
 DN4411_PROJECTION: FLUSH
 DN4411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4411+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4411_ROD/PIPE-DEPTH: 21.3 meters
 DN4411
 DN4411  HISTORY     - Date     Condition        Report By
 DN4411  HISTORY     - 2009     MONUMENTED       MNDT
 DN4411
 DN4411                          STATION DESCRIPTION
 DN4411
 DN4411'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4411'3.2 MILES WEST-NORTHWEST OF WILLIAMS, 3.2 MILES WEST-NORTHWEST ALONG
 DN4411'TRUNK HIGHWAY 11 FROM HE JUNCTION OF TRUNK HIGHWAY 11 AND COUNTY ROAD
 DN4411'2 IN WILLIAMS, AT TRUNK HIGHWAY 11 MILEPOINT 108.8, 150.7 FEET
 DN4411'NORTH-NORTHEAST OF TRUNK HIGHWAY 11, 50.0 FEET WEST OF COUNTY ROAD 59,
 DN4411'48.6 FEET NORTH-NORTHEAST OF NORTH RAIL OF RAILROAD TRACKS, 13.0 FEET
 DN4411'WEST-SOUTHWEST OF GRAVEL ROAD, 43.9 FEET SOUTHEAST OF TELEPHONE
 DN4411'PEDESTAL NUMBER A4 12, 1.6 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0137 ***********************************************************************
 TC0137  DESIGNATION -  3901 C
 TC0137  PID         -  TC0137
 TC0137  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0137  COUNTRY     -  US
 TC0137  USGS QUAD   -  BAUDETTE (1968)
 TC0137
 TC0137                         *CURRENT SURVEY CONTROL
 TC0137  ______________________________________________________________________
 TC0137* NAD 83(1986) POSITION- 48 42 46.2    (N) 094 36 05.0    (W)   HD_HELD2  
 TC0137* NAVD 88 ORTHO HEIGHT -   331.919  (meters)    1088.97  (feet) ADJUSTED  
 TC0137  ______________________________________________________________________
 TC0137  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 TC0137  DYNAMIC HEIGHT  -        332.007 (meters)     1089.26  (feet) COMP
 TC0137  MODELED GRAVITY -    980,865.1   (mgal)                       NAVD 88
 TC0137
 TC0137  VERT ORDER      -  FIRST     CLASS II
 TC0137
 TC0137.The horizontal coordinates were established by autonomous hand held GPS
 TC0137.observations and have an estimated accuracy of +/- 10 meters.
 TC0137.
 TC0137.The orthometric height was determined by differential leveling and
 TC0137.adjusted in June 1991.
 TC0137
 TC0137.Photographs are available for this station.
 TC0137
 TC0137.The dynamic height is computed by dividing the NAVD 88
 TC0137.geopotential number by the normal gravity value computed on the
 TC0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0137.degrees latitude (g = 980.6199 gals.).
 TC0137
 TC0137.The modeled gravity was interpolated from observed gravity values.
 TC0137
 TC0137;                    North         East    Units  Estimated Accuracy
 TC0137;SPC MN N     -   347,095.      689,515.      MT  (+/- 10 meters HH2 GPS)
 TC0137
 TC0137                          SUPERSEDED SURVEY CONTROL
 TC0137
 TC0137  NGVD 29 (??/??/92)  331.550  (m)         1087.76   (f) ADJ UNCH    1 2
 TC0137
 TC0137.Superseded values are not recommended for survey control.
 TC0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0137.See file dsdata.txt to determine how the superseded data were derived.
 TC0137
 TC0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8220096770(NAD 83)
 TC0137
 TC0137_MARKER: DB = BENCH MARK DISK
 TC0137_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 TC0137+WITH SETTING: PAVEMENT
 TC0137_SP_SET: WATER TANK FOUNDATION
 TC0137_STAMPING: 3901 C 1972
 TC0137_MARK LOGO: MNHD  
 TC0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0137+STABILITY: SURFACE MOTION
 TC0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC0137+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2011
 TC0137
 TC0137  HISTORY     - Date     Condition        Report By
 TC0137  HISTORY     - 1972     MONUMENTED       MNHD
 TC0137  HISTORY     - 1981     GOOD             NGS
 TC0137  HISTORY     - 20090602 GOOD             MNDT
 TC0137  HISTORY     - 20110119 GOOD             MNDT
 TC0137
 TC0137                          STATION DESCRIPTION
 TC0137
 TC0137'DESCRIBED BY MN HIGHWAY DEPT 1972
 TC0137'IN BAUDETTE.
 TC0137'2 CITY BLOCKS WEST OF THE BAUDETTE RIVER, 1/2 CITY BLOCK (112 FEET)
 TC0137'NORTH OF TH 11 (MAIN STREET), 59 FEET EAST OF THE CENTER OF 1ST AVENUE
 TC0137'WEST, 53 FEET WEST-NORTHWEST OF THE NORTHEAST CORNER OF A 2 STORY
 TC0137'CONCRETE BLOCK BUILDING (FORD GARAGE), 22 FEET NORTH-NORTHEAST OF THE
 TC0137'NORTHWEST CORNER OF THE 2 STORY BLOCK BUILDING, 5 FEET NORTHEAST OF A
 TC0137'8 INCH BIRCH TREE, IN THE SOUTH CORNER OF THE CONCRETE FOOTING OF THE
 TC0137'SOUTHWEST LEG OF THE BAUDETTE WATER TANK.  NW 1/4 SECTION 2 ,T 160 ,R
 TC0137'31.
 TC0137
 TC0137                          STATION RECOVERY (1981)
 TC0137
 TC0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0137'RECOVERED IN GOOD CONDITION.
 TC0137
 TC0137                          STATION RECOVERY (2009)
 TC0137
 TC0137'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 TC0137'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF
 TC0137'CLEMENTSON, 6.2 MI (10.0 KM) EAST OF PITT AND IN THE TOWN OF BAUDETTE,
 TC0137'MN.
 TC0137' 
 TC0137'THE MARK IS NORTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 11 AND FIRST
 TC0137'AVENUE WEST AT CITY WATER TANK.
 TC0137' 
 TC0137'THE MARK IS FOUND 2 BLOCKS WEST OF BAUDETTE RIVER, 112 FT (34.1 M)
 TC0137'NORTH OF TRUNK HIGHWAY 11, 59 FT (18.0 M) EAST OF FIRST AVENUE WEST,
 TC0137'53 FT (16.2 M) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BAUDETTE
 TC0137'REGION NEWSPAPER BUILDING, 22 FT (6.7 M) NORTH-NORTHEAST OF THE
 TC0137'NORTHWEST CORNER OF A METAL BUILDING AND IN SOUTH CORNER OF THE
 TC0137'FOOTING OF THE SOUTHWEST LEG OF THE WATER TANK.
 TC0137
 TC0137                          STATION RECOVERY (2011)
 TC0137
 TC0137'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 TC0137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5659 ***********************************************************************
 DM5659  DESIGNATION -  3901 C 2
 DM5659  PID         -  DM5659
 DM5659  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DM5659  COUNTRY     -  US
 DM5659  USGS QUAD   -  BAUDETTE (1968)
 DM5659
 DM5659                         *CURRENT SURVEY CONTROL
 DM5659  ______________________________________________________________________
 DM5659* NAD 83(1986) POSITION- 48 42 45.2    (N) 094 35 26.3    (W)   HD_HELD2  
 DM5659* NAVD 88 ORTHO HEIGHT -   332.693  (meters)    1091.51  (feet) ADJUSTED  
 DM5659  ______________________________________________________________________
 DM5659  GEOID HEIGHT    -        -29.02  (meters)                     GEOID09
 DM5659  DYNAMIC HEIGHT  -        332.781 (meters)     1091.80  (feet) COMP
 DM5659  MODELED GRAVITY -    980,864.7   (mgal)                       NAVD 88
 DM5659
 DM5659  VERT ORDER      -  SECOND    CLASS I
 DM5659
 DM5659.The horizontal coordinates were established by autonomous hand held GPS
 DM5659.observations and have an estimated accuracy of +/- 10 meters.
 DM5659.
 DM5659.The orthometric height was determined by differential leveling and
 DM5659.adjusted in July 2011.
 DM5659
 DM5659.No vertical observational check was made to the station.
 DM5659
 DM5659.Photographs are available for this station.
 DM5659
 DM5659.The dynamic height is computed by dividing the NAVD 88
 DM5659.geopotential number by the normal gravity value computed on the
 DM5659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5659.degrees latitude (g = 980.6199 gals.).
 DM5659
 DM5659.The modeled gravity was interpolated from observed gravity values.
 DM5659
 DM5659;                    North         East    Units  Estimated Accuracy
 DM5659;SPC MN N     -   347,049.      690,306.      MT  (+/- 10 meters HH2 GPS)
 DM5659
 DM5659                          SUPERSEDED SURVEY CONTROL
 DM5659
 DM5659.No superseded survey control is available for this station.
 DM5659
 DM5659_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8299096723(NAD 83)
 DM5659
 DM5659_MARKER: DD = SURVEY DISK
 DM5659_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5659_SP_SET: SIDEWALK
 DM5659_STAMPING: 3901 C 2 2009
 DM5659_MARK LOGO: MNDT  
 DM5659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5659+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM5659
 DM5659  HISTORY     - Date     Condition        Report By
 DM5659  HISTORY     - 20090617 MONUMENTED       MNDT
 DM5659
 DM5659                          STATION DESCRIPTION
 DM5659
 DM5659'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DM5659'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF
 DM5659'CLEMENTSON, 6.7 MI (10.8 KM) EAST OF PITT AND IN THE TOWN OF BAUDETTE,
 DM5659'MN.
 DM5659' 
 DM5659'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK
 DM5659'HIGHWAY 11 EAST OF BAUDETTE, GO 1.3 MI (2.1 KM) WEST ALONG TRUNK
 DM5659'HIGHWAY 11/TRUNK HIGHWAY 72 TO MILE POINT 129.6, THEN 0.05 MI (0.1 KM)
 DM5659'NORTH ON THE ENTRANCE TO THE BAUDETTE TRUCK STATION.
 DM5659' 
 DM5659'THE MARK IS FOUND 4.8 FT (1.5 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DM5659'THE MINNESOTA DEPARTMENT OF TRANSPORTATION TRUCK STATION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1324 ***********************************************************************
 TC1324  DESIGNATION -  3903 AA
 TC1324  PID         -  TC1324
 TC1324  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1324  COUNTRY     -  US
 TC1324  USGS QUAD   -  BAUDETTE (1968)
 TC1324
 TC1324                         *CURRENT SURVEY CONTROL
 TC1324  ______________________________________________________________________
 TC1324* NAD 83(1986) POSITION- 48 38 20.     (N) 094 33 34.     (W)   SCALED    
 TC1324* NAVD 88 ORTHO HEIGHT -   340.037  (meters)    1115.60  (feet) ADJUSTED  
 TC1324  ______________________________________________________________________
 TC1324  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 TC1324  DYNAMIC HEIGHT  -        340.123 (meters)     1115.89  (feet) COMP
 TC1324  MODELED GRAVITY -    980,852.5   (mgal)                       NAVD 88
 TC1324
 TC1324  VERT ORDER      -  SECOND    CLASS I
 TC1324
 TC1324.The horizontal coordinates were scaled from a topographic map and have
 TC1324.an estimated accuracy of +/- 6 seconds.
 TC1324.
 TC1324.The orthometric height was determined by differential leveling and
 TC1324.adjusted in June 1991.
 TC1324
 TC1324.The dynamic height is computed by dividing the NAVD 88
 TC1324.geopotential number by the normal gravity value computed on the
 TC1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1324.degrees latitude (g = 980.6199 gals.).
 TC1324
 TC1324.The modeled gravity was interpolated from observed gravity values.
 TC1324
 TC1324;                    North         East    Units  Estimated Accuracy
 TC1324;SPC MN N     -   338,810.      692,450.      MT  (+/- 180 meters Scaled)
 TC1324
 TC1324                          SUPERSEDED SURVEY CONTROL
 TC1324
 TC1324.No superseded survey control is available for this station.
 TC1324
 TC1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP851884(NAD 83)
 TC1324
 TC1324_MARKER: DB = BENCH MARK DISK
 TC1324_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1324_SP_SET: COPPER-CLAD STEEL ROD
 TC1324_STAMPING: 3903 AA 1982
 TC1324_MARK LOGO: MNDT  
 TC1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1324
 TC1324  HISTORY     - Date     Condition        Report By
 TC1324  HISTORY     - 1982     MONUMENTED       MNDT
 TC1324
 TC1324                          STATION DESCRIPTION
 TC1324
 TC1324'DESCRIBED BY MN DEPT OF TRANSP 1982
 TC1324'5 MI SOUTH FROM BAUDETTE.
 TC1324'THE MARK IS LOCATED ABOUT 5 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1324'THE NE 1/4 OF SECTION 36, T160N, R31W, 5.1 MILES SOUTH ALONG TRUNK
 TC1324'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1324'OF BAUDETTE, 83.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1324'MILEPOINT 69.65 AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK,
 TC1324'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3903 AA
 TC1324'1982---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG
 TC1324'DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 TC1324'GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1325 ***********************************************************************
 TC1325  DESIGNATION -  3903 AB
 TC1325  PID         -  TC1325
 TC1325  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1325  COUNTRY     -  US
 TC1325  USGS QUAD   -  BAUDETTE (1968)
 TC1325
 TC1325                         *CURRENT SURVEY CONTROL
 TC1325  ______________________________________________________________________
 TC1325* NAD 83(1986) POSITION- 48 37 40.1    (N) 094 33 37.4    (W)   HD_HELD2  
 TC1325* NAVD 88 ORTHO HEIGHT -   340.496  (meters)    1117.11  (feet) ADJUSTED  
 TC1325  ______________________________________________________________________
 TC1325  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 TC1325  DYNAMIC HEIGHT  -        340.581 (meters)     1117.39  (feet) COMP
 TC1325  MODELED GRAVITY -    980,849.8   (mgal)                       NAVD 88
 TC1325
 TC1325  VERT ORDER      -  SECOND    CLASS I
 TC1325
 TC1325.The horizontal coordinates were established by autonomous hand held GPS
 TC1325.observations and have an estimated accuracy of +/- 10 meters.
 TC1325.
 TC1325.The orthometric height was determined by differential leveling and
 TC1325.adjusted in June 1991.
 TC1325
 TC1325.Photographs are available for this station.
 TC1325
 TC1325.The dynamic height is computed by dividing the NAVD 88
 TC1325.geopotential number by the normal gravity value computed on the
 TC1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1325.degrees latitude (g = 980.6199 gals.).
 TC1325
 TC1325.The modeled gravity was interpolated from observed gravity values.
 TC1325
 TC1325;                    North         East    Units  Estimated Accuracy
 TC1325;SPC MN N     -   337,583.      692,353.      MT  (+/- 10 meters HH2 GPS)
 TC1325
 TC1325                          SUPERSEDED SURVEY CONTROL
 TC1325
 TC1325.No superseded survey control is available for this station.
 TC1325
 TC1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8502387257(NAD 83)
 TC1325
 TC1325_MARKER: DB = BENCH MARK DISK
 TC1325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1325_SP_SET: COPPER-CLAD STEEL ROD
 TC1325_STAMPING: 3903 AB 1983
 TC1325_MARK LOGO: MNDT  
 TC1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1325
 TC1325  HISTORY     - Date     Condition        Report By
 TC1325  HISTORY     - 1983     MONUMENTED       MNDT
 TC1325
 TC1325                          STATION DESCRIPTION
 TC1325
 TC1325'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1325'5.9 MI SOUTH FROM BAUDETTE.
 TC1325'THE MARK IS LOCATED ABOUT 6 MILES SOUTH OF THE TOWN OF BAUDETTE, NEAR
 TC1325'THE NORTHEAST CORNER OF SECTION 1, T159N, R31W, 5.85 MILES SOUTH
 TC1325'ALONG TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE
 TC1325'EAST PART OF BAUDETTE OR 6.25 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM
 TC1325'ITS BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 108.0 FEET EAST OF
 TC1325'THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 68.85, 5 FEET NORTH
 TC1325'OF THE NORTH EDGE OF A DRAINAGE DITCH WHICH GOES EAST, AND 1.0 FOOT
 TC1325'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 TC1325'CONTROL MONUMENT DISK STAMPED---3903 AB 1983---, IS SET ON THE TOP OF
 TC1325'A 5/8 INCH DIAMETER BY 24 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT
 TC1325'IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE
 TC1325'LEVEL OF TRUNK HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1326 ***********************************************************************
 TC1326  HT_MOD      -  This is a Height Modernization Survey Station.
 TC1326  DESIGNATION -  3903 AC
 TC1326  PID         -  TC1326
 TC1326  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1326  COUNTRY     -  US
 TC1326  USGS QUAD   -  BAUDETTE SE (1968)
 TC1326
 TC1326                         *CURRENT SURVEY CONTROL
 TC1326  ______________________________________________________________________
 TC1326* NAD 83(2007) POSITION- 48 36 50.62729(N) 094 33 37.03850(W)   ADJUSTED  
 TC1326* NAD 83(2007) ELLIP HT-   315.133 (meters)        (09/16/11)   ADJUSTED
 TC1326* NAD 83(2007) EPOCH   -  2002.00
 TC1326* NAVD 88 ORTHO HEIGHT -   344.09   (meters)    1128.9   (feet) GPS OBS   
 TC1326  ______________________________________________________________________
 TC1326  GEOID HEIGHT    -        -28.95  (meters)                     GEOID09
 TC1326  NAD 83(2007) X  -   -335,916.639 (meters)                     COMP
 TC1326  NAD 83(2007) Y  - -4,211,563.997 (meters)                     COMP
 TC1326  NAD 83(2007) Z  -  4,762,529.242 (meters)                     COMP
 TC1326  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC09
 TC1326  HORZ ORDER      -  FIRST
 TC1326  ELLP ORDER      -  FIRST     CLASS I
 TC1326
 TC1326.The horizontal coordinates were established by GPS observations
 TC1326.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1326
 TC1326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1326.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1326
 TC1326.The horizontal coordinates are valid at the epoch date displayed above
 TC1326.which is a decimal equivalence of Year/Month/Day.
 TC1326
 TC1326.The orthometric height was determined by GPS observations and a
 TC1326.high-resolution geoid model using precise GPS observation and
 TC1326.processing techniques. It supersedes the leveled height previously
 TC1326.determined for this station.
 TC1326
 TC1326.Photographs are available for this station.
 TC1326
 TC1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1326
 TC1326.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1326
 TC1326.The ellipsoidal height was determined by GPS observations
 TC1326.and is referenced to NAD 83.
 TC1326
 TC1326. The following values were computed from the NAD 83(2007) position.
 TC1326
 TC1326;                    North         East     Units Scale Factor Converg.
 TC1326;SPC MN N     -   336,055.279   692,331.858   MT  0.99999535   -1 04 56.6
 TC1326;SPC MN N     - 1,102,541.36  2,271,425.44   sFT  0.99999535   -1 04 56.6
 TC1326;UTM  15      - 5,385,729.415   384,999.197   MT  0.99976248   -1 10 14.8
 TC1326
 TC1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1326!SPC MN N     -   0.99995061  x   0.99999535  =   0.99994596
 TC1326!UTM  15      -   0.99995061  x   0.99976248  =   0.99971311
 TC1326
 TC1326:                Primary Azimuth Mark                     Grid Az
 TC1326:SPC MN N     -  3903 AE                                  181 34 07.8
 TC1326:UTM  15      -  3903 AE                                  181 39 26.0
 TC1326
 TC1326|---------------------------------------------------------------------|
 TC1326| PID    Reference Object                     Distance      Geod. Az  |
 TC1326|                                                           dddmmss.s |
 TC1326| TC1328 3903 AE                             APPROX. 1.6 KM 1802911.2 |
 TC1326|---------------------------------------------------------------------|
 TC1326
 TC1326                          SUPERSEDED SURVEY CONTROL
 TC1326
 TC1326  NAVD 88 (06/15/91)  344.050  (m)         1128.77   (f) ADJUSTED    2 1
 TC1326
 TC1326.Superseded values are not recommended for survey control.
 TC1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1326.See file dsdata.txt to determine how the superseded data were derived.
 TC1326
 TC1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8499985729(NAD 83)
 TC1326
 TC1326_MARKER: DB = BENCH MARK DISK
 TC1326_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1326+WITH SETTING: INFORMATION.
 TC1326_SP_SET: SHALLOW SET METAL ROD
 TC1326_STAMPING: 3903 AC 1983
 TC1326_MARK LOGO: MNDT  
 TC1326_PROJECTION: FLUSH
 TC1326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1326+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 TC1326
 TC1326  HISTORY     - Date     Condition        Report By
 TC1326  HISTORY     - 1983     MONUMENTED       MNDT
 TC1326  HISTORY     - 20081125 GOOD             MNDT
 TC1326
 TC1326                          STATION DESCRIPTION
 TC1326
 TC1326'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1326'6.9 MI SOUTH FROM BAUDETTE.
 TC1326'THE MARK IS LOCATED ABOUT 7 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1326'THE SW 1/4 OF SECTION 6, T159N, R30W, 6.9 MILES SOUTH ALONG TRUNK
 TC1326'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1326'OF BAUDETTE OR 5.3 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE
 TC1326'(NUMBER 39001) OVER THE RAPID RIVER, 96.0 FEET EAST OF THE CENTERLINE
 TC1326'OF TRUNK HIGHWAY 72 AT MILEPOINT 67.9, 90 FEET SOUTH OF THE CENTER OF
 TC1326'AN ENTRANCE TO A COAST GUARD STATION, 21.0 FEET WEST OF THE SOUTH LEG
 TC1326'OF A COAST GUARD SIGN, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.
 TC1326'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 TC1326'STAMPED---3903 AC 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 TC1326'BY 8 FOOT LONG COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH
 TC1326'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF
 TC1326'TRUNK HIGHWAY 72.
 TC1326
 TC1326                          STATION RECOVERY (2008)
 TC1326
 TC1326'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1326'7.0 MILES SOUTH OF BAUDETTE, 6.9 MILES SOUTH ON TRUNK HIGHWAY 72 FROM
 TC1326'JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11, AT TRUNK HIGHWAY 72
 TC1326'MILEPOINT 67.9, 96 FEET EAST OF TRUNK HIGHWAY 72, 90 FEET SOUTH OF
 TC1326'ENTRANCE TO COAST GUARD STATION, 21.0 FEET WEST OF SOUTH LEG OF COAST
 TC1326'GUARD SIGN, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1327 ***********************************************************************
 TC1327  DESIGNATION -  3903 AD
 TC1327  PID         -  TC1327
 TC1327  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1327  COUNTRY     -  US
 TC1327  USGS QUAD   -  BAUDETTE SE (1968)
 TC1327
 TC1327                         *CURRENT SURVEY CONTROL
 TC1327  ______________________________________________________________________
 TC1327* NAD 83(1986) POSITION- 48 36 16.     (N) 094 33 40.     (W)   SCALED    
 TC1327* NAVD 88 ORTHO HEIGHT -   349.790  (meters)    1147.60  (feet) ADJUSTED  
 TC1327  ______________________________________________________________________
 TC1327  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 TC1327  DYNAMIC HEIGHT  -        349.875 (meters)     1147.88  (feet) COMP
 TC1327  MODELED GRAVITY -    980,844.2   (mgal)                       NAVD 88
 TC1327
 TC1327  VERT ORDER      -  SECOND    CLASS I
 TC1327
 TC1327.The horizontal coordinates were scaled from a topographic map and have
 TC1327.an estimated accuracy of +/- 6 seconds.
 TC1327.
 TC1327.The orthometric height was determined by differential leveling and
 TC1327.adjusted in June 1991.
 TC1327
 TC1327.The dynamic height is computed by dividing the NAVD 88
 TC1327.geopotential number by the normal gravity value computed on the
 TC1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1327.degrees latitude (g = 980.6199 gals.).
 TC1327
 TC1327.The modeled gravity was interpolated from observed gravity values.
 TC1327
 TC1327;                    North         East    Units  Estimated Accuracy
 TC1327;SPC MN N     -   334,990.      692,250.      MT  (+/- 180 meters Scaled)
 TC1327
 TC1327                          SUPERSEDED SURVEY CONTROL
 TC1327
 TC1327.No superseded survey control is available for this station.
 TC1327
 TC1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP849846(NAD 83)
 TC1327
 TC1327_MARKER: DB = BENCH MARK DISK
 TC1327_SETTING: 66 = SET IN ROCK OUTCROP
 TC1327_SP_SET: ROCK OUTCROP
 TC1327_STAMPING: 3903 AD 1983
 TC1327_MARK LOGO: MNDT  
 TC1327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TC1327+STABILITY: POSITION/ELEVATION WELL
 TC1327
 TC1327  HISTORY     - Date     Condition        Report By
 TC1327  HISTORY     - 1983     MONUMENTED       MNDT
 TC1327
 TC1327                          STATION DESCRIPTION
 TC1327
 TC1327'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1327'7.35 MI SOUTH FROM BAUDETTE.
 TC1327'THE MARK IS LOCATED ABOUT 7-1/3 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1327'IN THE SE 1/4 OF SECTION 12, T159N, R31W, 7.35 MILES SOUTH ALONG
 TC1327'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1327'PART OF THE TOWN OF BAUDETTE OR 4.75 MILES NORTH ALONG TRUNK HIGHWAY
 TC1327'72 FROM ITS BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 230 FEET WEST
 TC1327'OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 67.35, 130 FEET
 TC1327'WEST OF A FENCELINE, AND 130 FEET WEST OF A STEEL WITNESS POST.  THE
 TC1327'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3903
 TC1327'AD 1983--- IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE NORTHEAST
 TC1327'SIDE OF A LARGE ROCK OUTCROP AND IS ABOUT LEVEL WITH TRUNK HIGHWAY
 TC1327'72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1328 ***********************************************************************
 TC1328  HT_MOD      -  This is a Height Modernization Survey Station.
 TC1328  DESIGNATION -  3903 AE
 TC1328  PID         -  TC1328
 TC1328  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1328  COUNTRY     -  US
 TC1328  USGS QUAD   -  BAUDETTE SE (1968)
 TC1328
 TC1328                         *CURRENT SURVEY CONTROL
 TC1328  ______________________________________________________________________
 TC1328* NAD 83(2007) POSITION- 48 35 59.07157(N) 094 33 37.69844(W)   ADJUSTED  
 TC1328* NAD 83(2007) ELLIP HT-   318.573 (meters)        (09/16/11)   ADJUSTED
 TC1328* NAD 83(2007) EPOCH   -  2002.00
 TC1328* NAVD 88 ORTHO HEIGHT -   347.52   (meters)    1140.2   (feet) GPS OBS   
 TC1328  ______________________________________________________________________
 TC1328  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 TC1328  NAD 83(2007) X  -   -336,025.291 (meters)                     COMP
 TC1328  NAD 83(2007) Y  - -4,212,756.167 (meters)                     COMP
 TC1328  NAD 83(2007) Z  -  4,761,478.755 (meters)                     COMP
 TC1328  LAPLACE CORR    -         -4.94  (seconds)                    DEFLEC09
 TC1328  HORZ ORDER      -  FIRST
 TC1328  ELLP ORDER      -  FIRST     CLASS I
 TC1328
 TC1328.The horizontal coordinates were established by GPS observations
 TC1328.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1328
 TC1328.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1328.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1328
 TC1328.The horizontal coordinates are valid at the epoch date displayed above
 TC1328.which is a decimal equivalence of Year/Month/Day.
 TC1328
 TC1328.The orthometric height was determined by GPS observations and a
 TC1328.high-resolution geoid model using precise GPS observation and
 TC1328.processing techniques. It supersedes the leveled height previously
 TC1328.determined for this station.
 TC1328
 TC1328.Photographs are available for this station.
 TC1328
 TC1328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1328
 TC1328.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1328
 TC1328.The ellipsoidal height was determined by GPS observations
 TC1328.and is referenced to NAD 83.
 TC1328
 TC1328. The following values were computed from the NAD 83(2007) position.
 TC1328
 TC1328;                    North         East     Units Scale Factor Converg.
 TC1328;SPC MN N     -   334,463.300   692,288.256   MT  0.99999197   -1 04 57.1
 TC1328;SPC MN N     - 1,097,318.34  2,271,282.39   sFT  0.99999197   -1 04 57.1
 TC1328;UTM  15      - 5,384,137.872   384,953.155   MT  0.99976261   -1 10 14.3
 TC1328
 TC1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1328!SPC MN N     -   0.99995008  x   0.99999197  =   0.99994205
 TC1328!UTM  15      -   0.99995008  x   0.99976261  =   0.99971270
 TC1328
 TC1328:                Primary Azimuth Mark                     Grid Az
 TC1328:SPC MN N     -  3903 BC                                  181 21 14.4
 TC1328:UTM  15      -  3903 BC                                  181 26 31.6
 TC1328
 TC1328|---------------------------------------------------------------------|
 TC1328| PID    Reference Object                     Distance      Geod. Az  |
 TC1328|                                                           dddmmss.s |
 TC1328| DN4413 3903 BC                             APPROX. 1.2 KM 1801617.3 |
 TC1328| DN4467 ORAN                                386.353 METERS 18143     |
 TC1328|---------------------------------------------------------------------|
 TC1328
 TC1328                          SUPERSEDED SURVEY CONTROL
 TC1328
 TC1328  NAVD 88 (06/15/91)  347.467  (m)         1139.98   (f) ADJUSTED    2 1
 TC1328
 TC1328.Superseded values are not recommended for survey control.
 TC1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1328.See file dsdata.txt to determine how the superseded data were derived.
 TC1328
 TC1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8495384137(NAD 83)
 TC1328
 TC1328_MARKER: DB = BENCH MARK DISK
 TC1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1328_SP_SET: CONCRETE POST
 TC1328_STAMPING: 3903 AE 1983
 TC1328_MARK LOGO: MNDT  
 TC1328_PROJECTION: PROJECTING 30 CENTIMETERS
 TC1328_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1328+STABILITY: SURFACE MOTION
 TC1328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1328+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 TC1328
 TC1328  HISTORY     - Date     Condition        Report By
 TC1328  HISTORY     - 1983     MONUMENTED       MNDT
 TC1328  HISTORY     - 20081125 GOOD             MNDT
 TC1328
 TC1328                          STATION DESCRIPTION
 TC1328
 TC1328'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1328'7.8 MI SOUTH FROM BAUDETTE.
 TC1328'THE MARK IS LOCATED ABOUT 7-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1328'IN THE SW 1/4 OF SECTION 7, T159N, R30W, 7.8 MILES SOUTH ALONG TRUNK
 TC1328'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1328'OF BAUDETTE OR 4.35 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1328'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 62.0 FEET EAST OF THE
 TC1328'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 66.95, 6 FEET NORTH OF A
 TC1328'CORNER FENCE POST, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE
 TC1328'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---3903 AE 1983---, IS
 TC1328'SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS
 TC1328'1.0 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET BELOW
 TC1328'THE LEVEL OF TRUNK HIGHWAY 72.
 TC1328
 TC1328                          STATION RECOVERY (2008)
 TC1328
 TC1328'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1328'7.75 MILES SOUTH OF BAUDETTE, 7.8 MILES SOUTH ON TRUNK HIGHWAY 72 FROM
 TC1328'JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11, AT TRUNK HIGHWAY 72
 TC1328'MILEPOINT 66.95, 62 FEET EAST OF TRUNK HIGHWAY 72, 1.0 FEET WEST OF
 TC1328'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1329 ***********************************************************************
 TC1329  DESIGNATION -  3903 AF
 TC1329  PID         -  TC1329
 TC1329  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1329  COUNTRY     -  US
 TC1329  USGS QUAD   -  BAUDETTE SE (1968)
 TC1329
 TC1329                         *CURRENT SURVEY CONTROL
 TC1329  ______________________________________________________________________
 TC1329* NAD 83(1986) POSITION- 48 35 14.     (N) 094 33 39.     (W)   SCALED    
 TC1329* NAVD 88 ORTHO HEIGHT -   346.927  (meters)    1138.21  (feet) ADJUSTED  
 TC1329  ______________________________________________________________________
 TC1329  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 TC1329  DYNAMIC HEIGHT  -        347.010 (meters)     1138.48  (feet) COMP
 TC1329  MODELED GRAVITY -    980,840.1   (mgal)                       NAVD 88
 TC1329
 TC1329  VERT ORDER      -  SECOND    CLASS I
 TC1329
 TC1329.The horizontal coordinates were scaled from a topographic map and have
 TC1329.an estimated accuracy of +/- 6 seconds.
 TC1329.
 TC1329.The orthometric height was determined by differential leveling and
 TC1329.adjusted in June 1991.
 TC1329
 TC1329.The dynamic height is computed by dividing the NAVD 88
 TC1329.geopotential number by the normal gravity value computed on the
 TC1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1329.degrees latitude (g = 980.6199 gals.).
 TC1329
 TC1329.The modeled gravity was interpolated from observed gravity values.
 TC1329
 TC1329;                    North         East    Units  Estimated Accuracy
 TC1329;SPC MN N     -   333,070.      692,240.      MT  (+/- 180 meters Scaled)
 TC1329
 TC1329                          SUPERSEDED SURVEY CONTROL
 TC1329
 TC1329.No superseded survey control is available for this station.
 TC1329
 TC1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP848827(NAD 83)
 TC1329
 TC1329_MARKER: DB = BENCH MARK DISK
 TC1329_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1329_SP_SET: COPPER-CLAD STEEL ROD
 TC1329_STAMPING: 3903 AF 1983
 TC1329_MARK LOGO: MNDT  
 TC1329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1329
 TC1329  HISTORY     - Date     Condition        Report By
 TC1329  HISTORY     - 1983     MONUMENTED       MNDT
 TC1329
 TC1329                          STATION DESCRIPTION
 TC1329
 TC1329'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1329'8.65 MI SOUTH FROM BAUDETTE.
 TC1329'THE MARK IS LOCATED ABOUT 8-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1329'IN THE SE 1/4 OF SECTION 13, T159N, R31W, 8.65 MILES SOUTH ALONG
 TC1329'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1329'PART OF BAUDETTE OR 3.5 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1329'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 67.0 FEET WEST OF THE
 TC1329'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 66.1, ABOUT 1/4 MILE
 TC1329'NORTH OF COUNTY ROAD 7 TO THE EAST, 30 FEET NORTH OF THE CENTER OF A
 TC1329'DITCH TO THE WEST, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1329'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3903
 TC1329'AF 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 18 FOOT LONG
 TC1329'DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 TC1329'GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4909 ***********************************************************************
 DM4909  DESIGNATION -  3903 AG RESET
 DM4909  PID         -  DM4909
 DM4909  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DM4909  COUNTRY     -  US
 DM4909  USGS QUAD   -  BAUDETTE SE (1968)
 DM4909
 DM4909                         *CURRENT SURVEY CONTROL
 DM4909  ______________________________________________________________________
 DM4909* NAD 83(2007) POSITION- 48 34 30.91464(N) 094 33 36.59707(W)   ADJUSTED  
 DM4909* NAD 83(2007) ELLIP HT-   317.446 (meters)        (06/23/11)   ADJUSTED
 DM4909* NAD 83(2007) EPOCH   -  2002.00
 DM4909* NAVD 88 ORTHO HEIGHT -   346.372  (meters)    1136.39  (feet) ADJUSTED  
 DM4909  ______________________________________________________________________
 DM4909  NAD 83(2007) X  -   -336,165.116 (meters)                     COMP
 DM4909  NAD 83(2007) Y  - -4,214,793.098 (meters)                     COMP
 DM4909  NAD 83(2007) Z  -  4,759,676.548 (meters)                     COMP
 DM4909  LAPLACE CORR    -         -4.68  (seconds)                    DEFLEC09
 DM4909  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 DM4909  DYNAMIC HEIGHT  -        346.454 (meters)     1136.66  (feet) COMP
 DM4909  MODELED GRAVITY -    980,837.4   (mgal)                       NAVD 88
 DM4909
 DM4909  HORZ ORDER      -  B
 DM4909  VERT ORDER      -  SECOND    CLASS I
 DM4909  ELLP ORDER      -  FIRST     CLASS I
 DM4909
 DM4909.The horizontal coordinates were established by GPS observations
 DM4909.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM4909
 DM4909.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM4909.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM4909
 DM4909.The horizontal coordinates are valid at the epoch date displayed above
 DM4909.which is a decimal equivalence of Year/Month/Day.
 DM4909
 DM4909.The orthometric height was determined by differential leveling and
 DM4909.adjusted in March 2011.
 DM4909
 DM4909.No vertical observational check was made to the station.
 DM4909
 DM4909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4909
 DM4909.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM4909
 DM4909.The ellipsoidal height was determined by GPS observations
 DM4909.and is referenced to NAD 83.
 DM4909
 DM4909.The dynamic height is computed by dividing the NAVD 88
 DM4909.geopotential number by the normal gravity value computed on the
 DM4909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4909.degrees latitude (g = 980.6199 gals.).
 DM4909
 DM4909.The modeled gravity was interpolated from observed gravity values.
 DM4909
 DM4909. The following values were computed from the NAD 83(2007) position.
 DM4909
 DM4909;                    North         East     Units Scale Factor Converg.
 DM4909;SPC MN N     -   331,740.277   692,259.382   MT  0.99998633   -1 04 56.3
 DM4909;SPC MN N     - 1,088,384.56  2,271,187.66   sFT  0.99998633   -1 04 56.3
 DM4909;UTM  15      - 5,381,415.514   384,920.110   MT  0.99976271   -1 10 11.9
 DM4909
 DM4909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4909!SPC MN N     -   0.99995025  x   0.99998633  =   0.99993658
 DM4909!UTM  15      -   0.99995025  x   0.99976271  =   0.99971297
 DM4909
 DM4909:                Primary Azimuth Mark                     Grid Az
 DM4909:SPC MN N     -  3903 BC                                  000 00 19.7
 DM4909:UTM  15      -  3903 BC                                  000 05 35.3
 DM4909
 DM4909|---------------------------------------------------------------------|
 DM4909| PID    Reference Object                     Distance      Geod. Az  |
 DM4909|                                                           dddmmss.s |
 DM4909| DN4413 3903 BC                             APPROX. 1.5 KM 3585523.4 |
 DM4909|---------------------------------------------------------------------|
 DM4909
 DM4909                          SUPERSEDED SURVEY CONTROL
 DM4909
 DM4909  NAVD 88 (06/23/11)  346.37   (m)         1136.4    (f) LEVELING    3  
 DM4909
 DM4909.Superseded values are not recommended for survey control.
 DM4909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4909.See file dsdata.txt to determine how the superseded data were derived.
 DM4909
 DM4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8492081415(NAD 83)
 DM4909
 DM4909_MARKER: I = METAL ROD
 DM4909_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM4909_STAMPING: 3903 AG 1983 RESET 2009
 DM4909_MARK LOGO: MNDT  
 DM4909_PROJECTION: FLUSH
 DM4909_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM4909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4909+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 DM4909_ROD/PIPE-DEPTH:  8.8 meters
 DM4909
 DM4909  HISTORY     - Date     Condition        Report By
 DM4909  HISTORY     - 20090617 MONUMENTED       MNDT
 DM4909  HISTORY     - 20090617 GOOD             MNDT
 DM4909
 DM4909                          STATION DESCRIPTION
 DM4909
 DM4909'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM4909'THE MARK IS 9.45 MI (15.2 KM) SOUTH OF BAUDETTE, 9.6 MI (15.4 KM)
 DM4909'SOUTH ALONG TRUNK HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND
 DM4909'TRUNK HIGHWAY 11 AT EAST SIDE OF BAUDETTE, AT TRUNK HIGHWAY 72 MILE
 DM4909'POINT 65.25.
 DM4909' 
 DM4909'IT IS 2.65 MI (4.3 KM) NORTH OF TRUNK HIGHWAY 72 BRIDGE NUMBER 39001
 DM4909'OVER RAPID RIVER, 63.0 FT (19.2 M) EAST OF TRUNK HIGHWAY 72, OPPOSITE
 DM4909'FIELD ENTRANCE WEST, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
 DM4909
 DM4909                          STATION RECOVERY (2009)
 DM4909
 DM4909'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DM4909'9.45 MILES SOUTH OF BAUDETTE, 9.6 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DM4909'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11 AT EAST
 DM4909'SIDE OF BAUDETTE, AT TRUNK HIGHWAY 72 MILEPOINT 65.25, 2.65 MILES
 DM4909'NORTH OF TRUNK HIGHWAY 72 BRIDGE NUMBER 39001 OVER RAPID RIVER, 63.0
 DM4909'FEET EAST OF TRUNK HIGHWAY 72, OPPOSITE FIELD ENTRANCE WEST, 2.0 FEET
 DM4909'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1331 ***********************************************************************
 TC1331  DESIGNATION -  3903 AH
 TC1331  PID         -  TC1331
 TC1331  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1331  COUNTRY     -  US
 TC1331  USGS QUAD   -  BAUDETTE SE (1968)
 TC1331
 TC1331                         *CURRENT SURVEY CONTROL
 TC1331  ______________________________________________________________________
 TC1331* NAD 83(1986) POSITION- 48 34 03.4    (N) 094 33 36.9    (W)   HD_HELD2  
 TC1331* NAVD 88 ORTHO HEIGHT -   346.347  (meters)    1136.31  (feet) ADJUSTED  
 TC1331  ______________________________________________________________________
 TC1331  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 TC1331  DYNAMIC HEIGHT  -        346.429 (meters)     1136.58  (feet) COMP
 TC1331  MODELED GRAVITY -    980,836.0   (mgal)                       NAVD 88
 TC1331
 TC1331  VERT ORDER      -  SECOND    CLASS I
 TC1331
 TC1331.The horizontal coordinates were established by autonomous hand held GPS
 TC1331.observations and have an estimated accuracy of +/- 10 meters.
 TC1331.
 TC1331.The orthometric height was determined by differential leveling and
 TC1331.adjusted in March 2011.
 TC1331
 TC1331.No vertical observational check was made to the station.
 TC1331
 TC1331.Photographs are available for this station.
 TC1331
 TC1331.The dynamic height is computed by dividing the NAVD 88
 TC1331.geopotential number by the normal gravity value computed on the
 TC1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1331.degrees latitude (g = 980.6199 gals.).
 TC1331
 TC1331.The modeled gravity was interpolated from observed gravity values.
 TC1331
 TC1331;                    North         East    Units  Estimated Accuracy
 TC1331;SPC MN N     -   330,891.      692,237.      MT  (+/- 10 meters HH2 GPS)
 TC1331
 TC1331                          SUPERSEDED SURVEY CONTROL
 TC1331
 TC1331  NAVD 88 (06/15/91)  346.324  (m)         1136.23   (f) SUPERSEDED  2 1
 TC1331
 TC1331.Superseded values are not recommended for survey control.
 TC1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1331.See file dsdata.txt to determine how the superseded data were derived.
 TC1331
 TC1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8489680566(NAD 83)
 TC1331
 TC1331_MARKER: DV = VERTICAL CONTROL DISK
 TC1331_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1331+WITH SETTING: INFORMATION.
 TC1331_SP_SET: SHALLOW SET METAL ROD
 TC1331_STAMPING: 3903 AH 1983
 TC1331_MARK LOGO: MNDT  
 TC1331_PROJECTION: FLUSH
 TC1331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1331+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2009
 TC1331
 TC1331  HISTORY     - Date     Condition        Report By
 TC1331  HISTORY     - 1983     MONUMENTED       MNDT
 TC1331  HISTORY     - 20090713 GOOD             MNDT
 TC1331
 TC1331                          STATION DESCRIPTION
 TC1331
 TC1331'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1331'10 MI SOUTH FROM BAUDETTE.
 TC1331'THE MARK IS LOCATED ABOUT 10 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1331'THE NW 1/4 OF SECTION 30, T159N, R30W, 9.95 MILES SOUTH ALONG TRUNK
 TC1331'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1331'OF BAUDETTE OR 2.15 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1331'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 87.0 FEET EAST OF THE
 TC1331'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 64.75, 50 FEET NORTH OF
 TC1331'THE CENTER OF A FARM ENTRANCE, 19 FEET SOUTHEAST OF A TELEPHONE CABLE
 TC1331'PEDESTAL, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 TC1331'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3903 AH
 TC1331'1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 TC1331'COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH WITH THE SURFACE
 TC1331'OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.
 TC1331
 TC1331                          STATION RECOVERY (2009)
 TC1331
 TC1331'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 TC1331'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1332 ***********************************************************************
 TC1332  DESIGNATION -  3903 AJ
 TC1332  PID         -  TC1332
 TC1332  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1332  COUNTRY     -  US
 TC1332  USGS QUAD   -  BAUDETTE SE (1968)
 TC1332
 TC1332                         *CURRENT SURVEY CONTROL
 TC1332  ______________________________________________________________________
 TC1332* NAD 83(2007) POSITION- 48 33 19.28179(N) 094 33 40.61232(W)   ADJUSTED  
 TC1332* NAD 83(2007) ELLIP HT-   315.992 (meters)        (09/16/11)   ADJUSTED
 TC1332* NAD 83(2007) EPOCH   -  2002.00
 TC1332* NAVD 88 ORTHO HEIGHT -   344.899  (meters)    1131.56  (feet) ADJUSTED  
 TC1332  ______________________________________________________________________
 TC1332  NAD 83(2007) X  -   -336,379.015 (meters)                     COMP
 TC1332  NAD 83(2007) Y  - -4,216,439.296 (meters)                     COMP
 TC1332  NAD 83(2007) Z  -  4,758,211.106 (meters)                     COMP
 TC1332  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC09
 TC1332  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 TC1332  DYNAMIC HEIGHT  -        344.979 (meters)     1131.82  (feet) COMP
 TC1332  MODELED GRAVITY -    980,833.6   (mgal)                       NAVD 88
 TC1332
 TC1332  HORZ ORDER      -  FIRST
 TC1332  VERT ORDER      -  SECOND    CLASS I
 TC1332  ELLP ORDER      -  FIRST     CLASS I
 TC1332
 TC1332.The horizontal coordinates were established by GPS observations
 TC1332.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1332
 TC1332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1332.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1332
 TC1332.The horizontal coordinates are valid at the epoch date displayed above
 TC1332.which is a decimal equivalence of Year/Month/Day.
 TC1332
 TC1332.The orthometric height was determined by differential leveling and
 TC1332.adjusted in March 2011.
 TC1332
 TC1332.No vertical observational check was made to the station.
 TC1332
 TC1332.Photographs are available for this station.
 TC1332
 TC1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1332
 TC1332.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1332
 TC1332.The ellipsoidal height was determined by GPS observations
 TC1332.and is referenced to NAD 83.
 TC1332
 TC1332.The dynamic height is computed by dividing the NAVD 88
 TC1332.geopotential number by the normal gravity value computed on the
 TC1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1332.degrees latitude (g = 980.6199 gals.).
 TC1332
 TC1332.The modeled gravity was interpolated from observed gravity values.
 TC1332
 TC1332. The following values were computed from the NAD 83(2007) position.
 TC1332
 TC1332;                    North         East     Units Scale Factor Converg.
 TC1332;SPC MN N     -   329,529.577   692,135.268   MT  0.99998189   -1 04 59.3
 TC1332;SPC MN N     - 1,081,131.62  2,270,780.46   sFT  0.99998189   -1 04 59.3
 TC1332;UTM  15      - 5,379,205.495   384,792.649   MT  0.99976307   -1 10 13.6
 TC1332
 TC1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1332!SPC MN N     -   0.99995048  x   0.99998189  =   0.99993237
 TC1332!UTM  15      -   0.99995048  x   0.99976307  =   0.99971356
 TC1332
 TC1332                          SUPERSEDED SURVEY CONTROL
 TC1332
 TC1332  NAVD 88 (09/16/11)  344.90   (m)         1131.6    (f) LEVELING    3  
 TC1332  NAVD 88 (06/15/91)  344.928  (m)         1131.65   (f) SUPERSEDED  2 1
 TC1332
 TC1332.Superseded values are not recommended for survey control.
 TC1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1332.See file dsdata.txt to determine how the superseded data were derived.
 TC1332
 TC1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8479279205(NAD 83)
 TC1332
 TC1332_MARKER: DV = VERTICAL CONTROL DISK
 TC1332_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1332_SP_SET: COPPER-CLAD STEEL ROD
 TC1332_STAMPING: 3903 AJ 1983
 TC1332_MARK LOGO: MNDT  
 TC1332_PROJECTION: FLUSH
 TC1332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1332+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2009
 TC1332
 TC1332  HISTORY     - Date     Condition        Report By
 TC1332  HISTORY     - 1983     MONUMENTED       MNDT
 TC1332  HISTORY     - 20081125 GOOD             MNDT
 TC1332  HISTORY     - 20090713 GOOD             MNDT
 TC1332
 TC1332                          STATION DESCRIPTION
 TC1332
 TC1332'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1332'10.8 MI SOUTH FROM BAUDETTE.
 TC1332'THE MARK IS LOCATED ABOUT 10-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1332'IN THE SE 1/4 OF SECTION 25, T159N, R31W, 10.85 MILES SOUTH ALONG
 TC1332'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1332'PART OF BAUDETTE OR 1.3 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1332'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, IN THE SOUTHWEST QUADRANT
 TC1332'OF THE INTERSECTION OF TRUNK HIGHWAY 72 AND AN EAST-WEST TOWNSHIP
 TC1332'ROAD, 123.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1332'MILEPOINT 63.9, 38 FEET SOUTH OF THE CENTER OF THE TOWNSHIP ROAD, 9
 TC1332'FEET SOUTH OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS
 TC1332'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 TC1332'STAMPED---3903 AJ 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 TC1332'BY 16 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE
 TC1332'SURFACE OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF TRUNK
 TC1332'HIGHWAY 72.
 TC1332
 TC1332                          STATION RECOVERY (2008)
 TC1332
 TC1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 TC1332'10.75 MILES SOUTH OF BAUDETTE, 10.85 MILES SOUTH ALONG TRUNK HIGHWAY
 TC1332'72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11 IN
 TC1332'BAUDETTE, OR 1.3 MILES NORTH ON TRUNK HIGHWAY 72 FROM TRUNK HIGHWAY 72
 TC1332'BRIDGE 39001 OVER RAPID RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 63.9, IN
 TC1332'SOUTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 72 AND EAST-WEST
 TC1332'TOWNSHIP ROAD, 123 FEET WEST OF TRUNK HIGHWAY 72, 38 FEET SOUTH OF
 TC1332'TOWNSHIP ROAD, 9.0 FEET SOUTH OF POWER POLE, 1.0 FOOT EAST OF WITNESS
 TC1332'POST.
 TC1332
 TC1332                          STATION RECOVERY (2009)
 TC1332
 TC1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 TC1332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1338 ***********************************************************************
 TC1338  DESIGNATION -  3903 AK
 TC1338  PID         -  TC1338
 TC1338  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1338  COUNTRY     -  US
 TC1338  USGS QUAD   -  BAUDETTE SE (1968)
 TC1338
 TC1338                         *CURRENT SURVEY CONTROL
 TC1338  ______________________________________________________________________
 TC1338* NAD 83(1986) POSITION- 48 31 10.7    (N) 094 33 39.0    (W)   HD_HELD2  
 TC1338* NAVD 88 ORTHO HEIGHT -   345.616  (meters)    1133.91  (feet) ADJUSTED  
 TC1338  ______________________________________________________________________
 TC1338  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 TC1338  DYNAMIC HEIGHT  -        345.694 (meters)     1134.16  (feet) COMP
 TC1338  MODELED GRAVITY -    980,827.6   (mgal)                       NAVD 88
 TC1338
 TC1338  VERT ORDER      -  SECOND    CLASS I
 TC1338
 TC1338.The horizontal coordinates were established by autonomous hand held GPS
 TC1338.observations and have an estimated accuracy of +/- 10 meters.
 TC1338.
 TC1338.The orthometric height was determined by differential leveling and
 TC1338.adjusted in June 1991.
 TC1338
 TC1338.The dynamic height is computed by dividing the NAVD 88
 TC1338.geopotential number by the normal gravity value computed on the
 TC1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1338.degrees latitude (g = 980.6199 gals.).
 TC1338
 TC1338.The modeled gravity was interpolated from observed gravity values.
 TC1338
 TC1338;                    North         East    Units  Estimated Accuracy
 TC1338;SPC MN N     -   325,558.      692,093.      MT  (+/- 10 meters HH2 GPS)
 TC1338
 TC1338                          SUPERSEDED SURVEY CONTROL
 TC1338
 TC1338.No superseded survey control is available for this station.
 TC1338
 TC1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8474475234(NAD 83)
 TC1338
 TC1338_MARKER: DB = BENCH MARK DISK
 TC1338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1338_SP_SET: ALUMINUM ALLOY ROD
 TC1338_STAMPING: 3903 AK 1983
 TC1338_MARK LOGO: MNDT  
 TC1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1338
 TC1338  HISTORY     - Date     Condition        Report By
 TC1338  HISTORY     - 1983     MONUMENTED       MNDT
 TC1338
 TC1338                          STATION DESCRIPTION
 TC1338
 TC1338'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1338'13.3 MI SOUTH FROM BAUDETTE.
 TC1338'THE MARK IS LOCATED ABOUT 13-1/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1338'IN THE SE 1/4 OF SECTION 12, T158N, R31W, 13.3 MILES SOUTH ALONG
 TC1338'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1338'PART OF BAUDETTE OR 1.2 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1338'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 82.0 FEET WEST OF THE
 TC1338'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 61.4 AND 1.0 FOOT EAST OF
 TC1338'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 TC1338'CONTROL MONUMENT DISK STAMPED---3903 AK 1983---, IS SET ON THE TOP OF
 TC1338'A 3/4 INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 TC1338'WITH THE SURFACE OF THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF
 TC1338'TRUNK HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1339 ***********************************************************************
 TC1339  DESIGNATION -  3903 AL
 TC1339  PID         -  TC1339
 TC1339  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1339  COUNTRY     -  US
 TC1339  USGS QUAD   -  BAUDETTE SE (1968)
 TC1339
 TC1339                         *CURRENT SURVEY CONTROL
 TC1339  ______________________________________________________________________
 TC1339* NAD 83(2007) POSITION- 48 30 18.33591(N) 094 33 37.96248(W)   ADJUSTED  
 TC1339* NAD 83(2007) ELLIP HT-   318.241 (meters)        (09/16/11)   ADJUSTED
 TC1339* NAD 83(2007) EPOCH   -  2002.00
 TC1339* NAVD 88 ORTHO HEIGHT -   347.093  (meters)    1138.75  (feet) ADJUSTED  
 TC1339  ______________________________________________________________________
 TC1339  NAD 83(2007) X  -   -336,657.985 (meters)                     COMP
 TC1339  NAD 83(2007) Y  - -4,220,620.102 (meters)                     COMP
 TC1339  NAD 83(2007) Z  -  4,754,511.267 (meters)                     COMP
 TC1339  LAPLACE CORR    -         -4.25  (seconds)                    DEFLEC09
 TC1339  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 TC1339  DYNAMIC HEIGHT  -        347.172 (meters)     1139.01  (feet) COMP
 TC1339  MODELED GRAVITY -    980,825.9   (mgal)                       NAVD 88
 TC1339
 TC1339  HORZ ORDER      -  FIRST
 TC1339  VERT ORDER      -  SECOND    CLASS I
 TC1339  ELLP ORDER      -  FIRST     CLASS I
 TC1339
 TC1339.The horizontal coordinates were established by GPS observations
 TC1339.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1339
 TC1339.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1339.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1339
 TC1339.The horizontal coordinates are valid at the epoch date displayed above
 TC1339.which is a decimal equivalence of Year/Month/Day.
 TC1339
 TC1339.The orthometric height was determined by differential leveling and
 TC1339.adjusted in June 1991.
 TC1339
 TC1339.Photographs are available for this station.
 TC1339
 TC1339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1339
 TC1339.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1339
 TC1339.The ellipsoidal height was determined by GPS observations
 TC1339.and is referenced to NAD 83.
 TC1339
 TC1339.The dynamic height is computed by dividing the NAVD 88
 TC1339.geopotential number by the normal gravity value computed on the
 TC1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1339.degrees latitude (g = 980.6199 gals.).
 TC1339
 TC1339.The modeled gravity was interpolated from observed gravity values.
 TC1339
 TC1339. The following values were computed from the NAD 83(2007) position.
 TC1339
 TC1339;                    North         East     Units Scale Factor Converg.
 TC1339;SPC MN N     -   323,940.431   692,083.996   MT  0.99997121   -1 04 57.3
 TC1339;SPC MN N     - 1,062,794.56  2,270,612.24   sFT  0.99997121   -1 04 57.3
 TC1339;UTM  15      - 5,373,617.625   384,732.916   MT  0.99976324   -1 10 08.4
 TC1339
 TC1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1339!SPC MN N     -   0.99995013  x   0.99997121  =   0.99992134
 TC1339!UTM  15      -   0.99995013  x   0.99976324  =   0.99971338
 TC1339
 TC1339                          SUPERSEDED SURVEY CONTROL
 TC1339
 TC1339  NAVD 88 (09/16/11)  347.09   (m)         1138.7    (f) LEVELING    3  
 TC1339
 TC1339.Superseded values are not recommended for survey control.
 TC1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1339.See file dsdata.txt to determine how the superseded data were derived.
 TC1339
 TC1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8473273617(NAD 83)
 TC1339
 TC1339_MARKER: DV = VERTICAL CONTROL DISK
 TC1339_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1339_SP_SET: COPPER-CLAD STEEL ROD
 TC1339_STAMPING: 3903 AL 1983
 TC1339_MARK LOGO: MNDT  
 TC1339_PROJECTION: FLUSH
 TC1339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1339+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2008
 TC1339
 TC1339  HISTORY     - Date     Condition        Report By
 TC1339  HISTORY     - 1983     MONUMENTED       MNDT
 TC1339  HISTORY     - 20020827 GOOD             MNDT
 TC1339  HISTORY     - 20081126 GOOD             MNDT
 TC1339
 TC1339                          STATION DESCRIPTION
 TC1339
 TC1339'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1339'14.5 MI SOUTH FROM BAUDETTE.
 TC1339'THE MARK IS LOCATED ABOUT 14-1/2 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1339'IN THE SE 1/4 OF SECTION 13, T158N, R31W, 14.45 MILES SOUTH ALONG
 TC1339'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1339'PART OF BAUDETTE OR 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 72 FORM ITS
 TC1339'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 66.0 FEET WEST OF THE
 TC1339'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 60.35, 15 FEET NORTH OF
 TC1339'THE CENTER OF AN ENTRANCE TO THE WEST, 9 FEET FROM THE NORTH POST OF
 TC1339'A GATE ON THE ENTRANCE, AND 1.5 FEET EAST OF A STEEL WITNESS POST.
 TC1339'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 TC1339'STAMPED---3903 AL 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 TC1339'BY 21 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE
 TC1339'SURFACE OF THE GROUND.
 TC1339
 TC1339                          STATION RECOVERY (2002)
 TC1339
 TC1339'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1339'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1339'14.5 MI (23.3 KM) SOUTH OF BAUDETTE, 2.0 MI (3.2 KM) SOUTH OF TH 72
 TC1339'BRDG 39001 OVER RAPID RIVER, 66 FT (20.1 M) WEST OF TH 72, 15 FT (4.6
 TC1339'M) NORTH OF ENT WEST, 9 FT (2.7 M) FROM NORT H GATE POST, 1.5 FT (0.5
 TC1339'M) EAST OF WIT POST, AT TH 72 MP 60.35.
 TC1339
 TC1339                          STATION RECOVERY (2008)
 TC1339
 TC1339'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 TC1339'14.5 MILES SOUTH OF BAUDETTE, 2.0 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1339'BRIDGE 39001 OVER RAPID RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 60.35, 66
 TC1339'FEET WEST OF TRUNK HIGHWAY 72, 15 FEET NORTH OF ENTRANCE WEST, 9.0
 TC1339'FEET FROM NORTH GATE POST, 1.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1340 ***********************************************************************
 TC1340  DESIGNATION -  3903 AM
 TC1340  PID         -  TC1340
 TC1340  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1340  COUNTRY     -  US
 TC1340  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1340
 TC1340                         *CURRENT SURVEY CONTROL
 TC1340  ______________________________________________________________________
 TC1340* NAD 83(1986) POSITION- 48 29 53.2    (N) 094 33 38.9    (W)   HD_HELD2  
 TC1340* NAVD 88 ORTHO HEIGHT -   348.437  (meters)    1143.16  (feet) ADJUSTED  
 TC1340  ______________________________________________________________________
 TC1340  GEOID HEIGHT    -        -28.84  (meters)                     GEOID09
 TC1340  DYNAMIC HEIGHT  -        348.515 (meters)     1143.42  (feet) COMP
 TC1340  MODELED GRAVITY -    980,825.3   (mgal)                       NAVD 88
 TC1340
 TC1340  VERT ORDER      -  SECOND    CLASS I
 TC1340
 TC1340.The horizontal coordinates were established by autonomous hand held GPS
 TC1340.observations and have an estimated accuracy of +/- 10 meters.
 TC1340.
 TC1340.The orthometric height was determined by differential leveling and
 TC1340.adjusted in June 1991.
 TC1340
 TC1340.Photographs are available for this station.
 TC1340
 TC1340.The dynamic height is computed by dividing the NAVD 88
 TC1340.geopotential number by the normal gravity value computed on the
 TC1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1340.degrees latitude (g = 980.6199 gals.).
 TC1340
 TC1340.The modeled gravity was interpolated from observed gravity values.
 TC1340
 TC1340;                    North         East    Units  Estimated Accuracy
 TC1340;SPC MN N     -   323,165.      692,050.      MT  (+/- 10 meters HH2 GPS)
 TC1340
 TC1340                          SUPERSEDED SURVEY CONTROL
 TC1340
 TC1340.No superseded survey control is available for this station.
 TC1340
 TC1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8469772841(NAD 83)
 TC1340
 TC1340_MARKER: DB = BENCH MARK DISK
 TC1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1340_SP_SET: CONCRETE MONUMENT
 TC1340_STAMPING: 3903 AM 1983
 TC1340_MARK LOGO: MNDT  
 TC1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1340+STABILITY: SURFACE MOTION
 TC1340
 TC1340  HISTORY     - Date     Condition        Report By
 TC1340  HISTORY     - 1983     MONUMENTED       MNDT
 TC1340
 TC1340                          STATION DESCRIPTION
 TC1340
 TC1340'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1340'15 MI SOUTH FROM BAUDETTE.
 TC1340'THE MARK IS LOCATED ABOUT 15 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1340'THE SE 1/4 OF SECTION 13, T158N, R31W, IN THE NORTHWEST QUADRANT OF
 TC1340'THE INTERSECTION OF TRUNK HIGHWAY 72 AND COUNTY ROAD 1, 14.9 MILES
 TC1340'SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11
 TC1340'IN THE EAST PART OF BAUDETTE OR 2.7 MILES SOUTH ALONG TRUNK HIGHWAY
 TC1340'72 FROM ITS BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 76.0 FEET
 TC1340'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 59.9, 147
 TC1340'FEET NORTH OF THE CENTER OF COUNTY ROAD 1, AND 1.0 FOOT EAST OF A
 TC1340'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 TC1340'MONUMENT DISK STAMPED---3903 AM 1983---, IS SET IN THE TOP OF A
 TC1340'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 TC1340'GROUND AND IS ABOUT 5 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1343 ***********************************************************************
 TC1343  DESIGNATION -  3903 AN
 TC1343  PID         -  TC1343
 TC1343  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1343  COUNTRY     -  US
 TC1343  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1343
 TC1343                         *CURRENT SURVEY CONTROL
 TC1343  ______________________________________________________________________
 TC1343* NAD 83(1986) POSITION- 48 29 13.     (N) 094 33 38.     (W)   SCALED    
 TC1343* NAVD 88 ORTHO HEIGHT -   349.685  (meters)    1147.26  (feet) ADJUSTED  
 TC1343  ______________________________________________________________________
 TC1343  GEOID HEIGHT    -        -28.83  (meters)                     GEOID09
 TC1343  DYNAMIC HEIGHT  -        349.763 (meters)     1147.51  (feet) COMP
 TC1343  MODELED GRAVITY -    980,824.2   (mgal)                       NAVD 88
 TC1343
 TC1343  VERT ORDER      -  SECOND    CLASS I
 TC1343
 TC1343.The horizontal coordinates were scaled from a topographic map and have
 TC1343.an estimated accuracy of +/- 6 seconds.
 TC1343.
 TC1343.The orthometric height was determined by differential leveling and
 TC1343.adjusted in June 1991.
 TC1343
 TC1343.The dynamic height is computed by dividing the NAVD 88
 TC1343.geopotential number by the normal gravity value computed on the
 TC1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1343.degrees latitude (g = 980.6199 gals.).
 TC1343
 TC1343.The modeled gravity was interpolated from observed gravity values.
 TC1343
 TC1343;                    North         East    Units  Estimated Accuracy
 TC1343;SPC MN N     -   321,920.      692,050.      MT  (+/- 180 meters Scaled)
 TC1343
 TC1343                          SUPERSEDED SURVEY CONTROL
 TC1343
 TC1343.No superseded survey control is available for this station.
 TC1343
 TC1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846716(NAD 83)
 TC1343
 TC1343_MARKER: DB = BENCH MARK DISK
 TC1343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1343_SP_SET: ALUMINUM ALLOY ROD
 TC1343_STAMPING: 3903 AN 1983
 TC1343_MARK LOGO: MNDT  
 TC1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1343
 TC1343  HISTORY     - Date     Condition        Report By
 TC1343  HISTORY     - 1983     MONUMENTED       MNDT
 TC1343
 TC1343                          STATION DESCRIPTION
 TC1343
 TC1343'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1343'15.7 MI SOUTH FROM BAUDETTE.
 TC1343'THE MARK IS LOCATED ABOUT 15-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1343'IN THE SE 1/4 OF SECTION 24, T158N, R31W, 15.7 MILES SOUTH ALONG
 TC1343'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1343'PART OF BAUDETTE OR 3.45 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1343'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 65.0 FEET WEST OF THE
 TC1343'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 59.15, BETWEEN 2 POPLAR
 TC1343'TREES THAT ARE 4 FEET APART, AND 1.0 FOOT EAST OF A STEEL WITNESS
 TC1343'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TC1343'DISK STAMPED---3903 AN 1983---, IS SET ON THE TOP OF A 3/4 INCH
 TC1343'DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 TC1343'SURFACE OF THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF TRUNK
 TC1343'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1344 ***********************************************************************
 TC1344  DESIGNATION -  3903 AP
 TC1344  PID         -  TC1344
 TC1344  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1344  COUNTRY     -  US
 TC1344  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1344
 TC1344                         *CURRENT SURVEY CONTROL
 TC1344  ______________________________________________________________________
 TC1344* NAD 83(2007) POSITION- 48 28 37.78934(N) 094 33 34.04008(W)   ADJUSTED  
 TC1344* NAD 83(2007) ELLIP HT-   322.095 (meters)        (09/16/11)   ADJUSTED
 TC1344* NAD 83(2007) EPOCH   -  2002.00
 TC1344* NAVD 88 ORTHO HEIGHT -   350.920  (meters)    1151.31  (feet) ADJUSTED  
 TC1344  ______________________________________________________________________
 TC1344  NAD 83(2007) X  -   -336,762.820 (meters)                     COMP
 TC1344  NAD 83(2007) Y  - -4,222,947.570 (meters)                     COMP
 TC1344  NAD 83(2007) Z  -  4,752,455.746 (meters)                     COMP
 TC1344  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC09
 TC1344  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 TC1344  DYNAMIC HEIGHT  -        350.998 (meters)     1151.57  (feet) COMP
 TC1344  MODELED GRAVITY -    980,823.3   (mgal)                       NAVD 88
 TC1344
 TC1344  HORZ ORDER      -  FIRST
 TC1344  VERT ORDER      -  SECOND    CLASS I
 TC1344  ELLP ORDER      -  FIRST     CLASS I
 TC1344
 TC1344.The horizontal coordinates were established by GPS observations
 TC1344.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1344
 TC1344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1344.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1344
 TC1344.The horizontal coordinates are valid at the epoch date displayed above
 TC1344.which is a decimal equivalence of Year/Month/Day.
 TC1344
 TC1344.The orthometric height was determined by differential leveling and
 TC1344.adjusted in June 1991.
 TC1344
 TC1344.Photographs are available for this station.
 TC1344
 TC1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1344
 TC1344.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1344
 TC1344.The ellipsoidal height was determined by GPS observations
 TC1344.and is referenced to NAD 83.
 TC1344
 TC1344.The dynamic height is computed by dividing the NAVD 88
 TC1344.geopotential number by the normal gravity value computed on the
 TC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1344.degrees latitude (g = 980.6199 gals.).
 TC1344
 TC1344.The modeled gravity was interpolated from observed gravity values.
 TC1344
 TC1344. The following values were computed from the NAD 83(2007) position.
 TC1344
 TC1344;                    North         East     Units Scale Factor Converg.
 TC1344;SPC MN N     -   320,833.794   692,105.858   MT  0.99996561   -1 04 54.4
 TC1344;SPC MN N     - 1,052,602.21  2,270,683.97   sFT  0.99996561   -1 04 54.4
 TC1344;UTM  15      - 5,370,511.596   384,750.102   MT  0.99976319   -1 10 03.6
 TC1344
 TC1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1344!SPC MN N     -   0.99994952  x   0.99996561  =   0.99991513
 TC1344!UTM  15      -   0.99994952  x   0.99976319  =   0.99971272
 TC1344
 TC1344                          SUPERSEDED SURVEY CONTROL
 TC1344
 TC1344  NAD 83(2007)-  48 28 37.78935(N)    094 33 34.04055(W) AD(       ) 0
 TC1344  ELLIP H (02/10/07)  322.102  (m)                       GP(       )    
 TC1344  NAD 83(1996)-  48 28 37.78943(N)    094 33 34.04063(W) AD(       ) 1
 TC1344  ELLIP H (08/08/03)  322.106  (m)                       GP(       ) 3 2
 TC1344  NAVD 88 (08/08/03)  350.92   (m)         1151.3    (f) LEVELING    3  
 TC1344
 TC1344.Superseded values are not recommended for survey control.
 TC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1344.See file dsdata.txt to determine how the superseded data were derived.
 TC1344
 TC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8475070511(NAD 83)
 TC1344
 TC1344_MARKER: DV = VERTICAL CONTROL DISK
 TC1344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1344_SP_SET: ALUMINUM ALLOY ROD
 TC1344_STAMPING: 3903 AP 1983
 TC1344_MARK LOGO: MNDT  
 TC1344_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1344+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2008
 TC1344_ROD/PIPE-DEPTH:  4.6 meters
 TC1344
 TC1344  HISTORY     - Date     Condition        Report By
 TC1344  HISTORY     - 1983     MONUMENTED       MNDT
 TC1344  HISTORY     - 20020827 GOOD             MNDT
 TC1344  HISTORY     - 20081126 GOOD             MNDT
 TC1344
 TC1344                          STATION DESCRIPTION
 TC1344
 TC1344'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1344'16.2 MI SOUTH FROM BAUDETTE.
 TC1344'THE MARK IS LOCATED ABOUT 16-1/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1344'NEAR THE EAST 1/4 OF SECTION 25, T158N, R31W, 16.25 MILES SOUTH ALONG
 TC1344'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1344'PART OF BAUDETTE OR 4.15 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1344'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, 41.0 FEET EAST OF THE
 TC1344'CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 58.45, ABOUT 150 FEET
 TC1344'NORTH OF THE NORTH END OF A CURVE, AND 1.0 FOOT WEST OF A STEEL
 TC1344'WITNESS POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TC1344'MONUMENT DISK STAMPED---3903 AP 1983---, IS SET ON THE TOP OF A 3/4
 TC1344'INCH DIAMETER BY 15 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH
 TC1344'THE SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK
 TC1344'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1344
 TC1344                          STATION RECOVERY (2002)
 TC1344
 TC1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1344'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1344'PROJECTING 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15
 TC1344'FT.
 TC1344
 TC1344                          STATION RECOVERY (2008)
 TC1344
 TC1344'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1344'16.25 MILES SOUTH OF BAUDETTE, 4.15 MILES SOUTH ALONG TRUNK HIGHWAY 72
 TC1344'FROM TRUNK HIGHWAY 72 BRIDGE 39001 OVER RAPID RIVER, AT TRUNK HIGHWAY
 TC1344'72 MILEPOINT 58.45, 150 FEET NORTH OF NORTH END OF CURVE, 41.0 FEET
 TC1344'EAST OF TRUNK HIGHWAY 72, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1345 ***********************************************************************
 TC1345  DESIGNATION -  3903 AQ
 TC1345  PID         -  TC1345
 TC1345  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1345  COUNTRY     -  US
 TC1345  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1345
 TC1345                         *CURRENT SURVEY CONTROL
 TC1345  ______________________________________________________________________
 TC1345* NAD 83(1986) POSITION- 48 28 08.5    (N) 094 33 32.5    (W)   HD_HELD2  
 TC1345* NAVD 88 ORTHO HEIGHT -   351.680  (meters)    1153.80  (feet) ADJUSTED  
 TC1345  ______________________________________________________________________
 TC1345  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 TC1345  DYNAMIC HEIGHT  -        351.758 (meters)     1154.06  (feet) COMP
 TC1345  MODELED GRAVITY -    980,822.6   (mgal)                       NAVD 88
 TC1345
 TC1345  VERT ORDER      -  SECOND    CLASS I
 TC1345
 TC1345.The horizontal coordinates were established by autonomous hand held GPS
 TC1345.observations and have an estimated accuracy of +/- 10 meters.
 TC1345.
 TC1345.The orthometric height was determined by differential leveling and
 TC1345.adjusted in June 1991.
 TC1345
 TC1345.Photographs are available for this station.
 TC1345
 TC1345.The dynamic height is computed by dividing the NAVD 88
 TC1345.geopotential number by the normal gravity value computed on the
 TC1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1345.degrees latitude (g = 980.6199 gals.).
 TC1345
 TC1345.The modeled gravity was interpolated from observed gravity values.
 TC1345
 TC1345;                    North         East    Units  Estimated Accuracy
 TC1345;SPC MN N     -   319,929.      692,120.      MT  (+/- 10 meters HH2 GPS)
 TC1345
 TC1345                          SUPERSEDED SURVEY CONTROL
 TC1345
 TC1345.No superseded survey control is available for this station.
 TC1345
 TC1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8476369606(NAD 83)
 TC1345
 TC1345_MARKER: DB = BENCH MARK DISK
 TC1345_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1345_SP_SET: COPPER-CLAD STEEL ROD
 TC1345_STAMPING: 3903 AQ 1983
 TC1345_MARK LOGO: MNDT  
 TC1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1345
 TC1345  HISTORY     - Date     Condition        Report By
 TC1345  HISTORY     - 1983     MONUMENTED       MNDT
 TC1345
 TC1345                          STATION DESCRIPTION
 TC1345
 TC1345'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1345'17 MI SOUTH FROM BAUDETTE.
 TC1345'THE MARK IS LOCATED ABOUT 17 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1345'THE SW 1/4 OF SECTION 30, T158N, R30W, 16.85 MILES SOUTH ALONG TRUNK
 TC1345'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1345'OF BAUDETTE OR 4.75 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1345'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER, IN THE NORTHEAST QUADRANT
 TC1345'OF THE INTERSECTION OF TRUNK HIGHWAY 72 AND A ROAD TO THE EAST, 100
 TC1345'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 57.85,
 TC1345'AND 100 FEET NORTH OF THE CENTER OF THE ROAD TO THE EAST.  THE MARK,
 TC1345'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3903 AQ
 TC1345'1983---, IS SET ON THE TOP OF A DRIVEN COPPER CLAD STEEL ROD THAT IS
 TC1345'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL
 TC1345'OF TRUNK HIGHWAY 72.  NOTE--THE DAMAGED USGS BENCH MARK DISK,
 TC1345'STAMPED---12 DNB 1971---, WAS REMOVED FROM ITS DRIVEN ROD AND
 TC1345'REPLACED WITH THIS BENCH MARK DISK.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1346 ***********************************************************************
 TC1346  DESIGNATION -  3903 AR
 TC1346  PID         -  TC1346
 TC1346  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1346  COUNTRY     -  US
 TC1346  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1346
 TC1346                         *CURRENT SURVEY CONTROL
 TC1346  ______________________________________________________________________
 TC1346* NAD 83(1986) POSITION- 48 27 15.8    (N) 094 33 34.6    (W)   HD_HELD2  
 TC1346* NAVD 88 ORTHO HEIGHT -   355.515  (meters)    1166.39  (feet) ADJUSTED  
 TC1346  ______________________________________________________________________
 TC1346  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 TC1346  DYNAMIC HEIGHT  -        355.594 (meters)     1166.64  (feet) COMP
 TC1346  MODELED GRAVITY -    980,821.7   (mgal)                       NAVD 88
 TC1346
 TC1346  VERT ORDER      -  SECOND    CLASS I
 TC1346
 TC1346.The horizontal coordinates were established by autonomous hand held GPS
 TC1346.observations and have an estimated accuracy of +/- 10 meters.
 TC1346.
 TC1346.The orthometric height was determined by differential leveling and
 TC1346.adjusted in June 1991.
 TC1346
 TC1346.Photographs are available for this station.
 TC1346
 TC1346.The dynamic height is computed by dividing the NAVD 88
 TC1346.geopotential number by the normal gravity value computed on the
 TC1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1346.degrees latitude (g = 980.6199 gals.).
 TC1346
 TC1346.The modeled gravity was interpolated from observed gravity values.
 TC1346
 TC1346;                    North         East    Units  Estimated Accuracy
 TC1346;SPC MN N     -   318,302.      692,047.      MT  (+/- 10 meters HH2 GPS)
 TC1346
 TC1346                          SUPERSEDED SURVEY CONTROL
 TC1346
 TC1346.No superseded survey control is available for this station.
 TC1346
 TC1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8468767980(NAD 83)
 TC1346
 TC1346_MARKER: DV = VERTICAL CONTROL DISK
 TC1346_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1346_SP_SET: SHALLOW SET METAL ROD
 TC1346_STAMPING: 3903 AR 1983
 TC1346_MARK LOGO: MNDT  
 TC1346_PROJECTION: FLUSH
 TC1346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TC1346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1346+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 TC1346_ROD/PIPE-DEPTH:  2.4 meters
 TC1346
 TC1346  HISTORY     - Date     Condition        Report By
 TC1346  HISTORY     - 1983     MONUMENTED       MNDT
 TC1346  HISTORY     - 20020827 GOOD             MNDT
 TC1346
 TC1346                          STATION DESCRIPTION
 TC1346
 TC1346'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1346'18 MI SOUTH FROM BAUDETTE.
 TC1346'THE MARK IS LOCATED ABOUT 18 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1346'NEAR THE SOUTHEAST CORNER OF SECTION 36, T158N, R31W, 17.85 MILES
 TC1346'SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11
 TC1346'IN THE EAST PART OF BAUDETTE OR 5.75 MILES SOUTH ALONG TRUNK HIGHWAY
 TC1346'72 FROM ITS BRIDGE (NUMBER 39001) OVER THE RAPID RIVER OR 6.0 MILES
 TC1346'NORTH ALONG TRUNK HIGHWAY 72 FROM THE SOUTH LAKE OF THE WOODS COUNTY
 TC1346'LINE, 62.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1346'MILEPOINT 56.85, 33 FEET NORTH OF THE CENTER OF A DRIVEWAY TO THE
 TC1346'WEST, 12 FEET NORTHEAST OF A TELEPHONE CABLE PEDESTAL, AND 1.0 FOOT
 TC1346'EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 TC1346'CONTROL MONUMENT DISK STAMPED---3903 AR 1983---, IS SET ON THE TOP OF
 TC1346'A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER CLAD STEEL ROD SET IN
 TC1346'CONCRETE THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4
 TC1346'FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.
 TC1346
 TC1346                          STATION RECOVERY (2002)
 TC1346
 TC1346'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1346'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1346'FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1347 ***********************************************************************
 TC1347  DESIGNATION -  3903 AS
 TC1347  PID         -  TC1347
 TC1347  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1347  COUNTRY     -  US
 TC1347  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1347
 TC1347                         *CURRENT SURVEY CONTROL
 TC1347  ______________________________________________________________________
 TC1347* NAD 83(1986) POSITION- 48 27 03.4    (N) 094 33 32.2    (W)   HD_HELD2  
 TC1347* NAVD 88 ORTHO HEIGHT -   356.467  (meters)    1169.51  (feet) ADJUSTED  
 TC1347  ______________________________________________________________________
 TC1347  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 TC1347  DYNAMIC HEIGHT  -        356.545 (meters)     1169.76  (feet) COMP
 TC1347  MODELED GRAVITY -    980,821.3   (mgal)                       NAVD 88
 TC1347
 TC1347  VERT ORDER      -  SECOND    CLASS I
 TC1347
 TC1347.The horizontal coordinates were established by autonomous hand held GPS
 TC1347.observations and have an estimated accuracy of +/- 10 meters.
 TC1347.
 TC1347.The orthometric height was determined by differential leveling and
 TC1347.adjusted in June 1991.
 TC1347
 TC1347.Photographs are available for this station.
 TC1347
 TC1347.The dynamic height is computed by dividing the NAVD 88
 TC1347.geopotential number by the normal gravity value computed on the
 TC1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1347.degrees latitude (g = 980.6199 gals.).
 TC1347
 TC1347.The modeled gravity was interpolated from observed gravity values.
 TC1347
 TC1347;                    North         East    Units  Estimated Accuracy
 TC1347;SPC MN N     -   317,918.      692,089.      MT  (+/- 10 meters HH2 GPS)
 TC1347
 TC1347                          SUPERSEDED SURVEY CONTROL
 TC1347
 TC1347.No superseded survey control is available for this station.
 TC1347
 TC1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8472867596(NAD 83)
 TC1347
 TC1347_MARKER: DV = VERTICAL CONTROL DISK
 TC1347_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 TC1347_SP_SET: COPPER-CLAD STEEL ROD
 TC1347_STAMPING: 3903 AS 1983
 TC1347_MARK LOGO: MNDT  
 TC1347_PROJECTION: FLUSH
 TC1347_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TC1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1347+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 TC1347_ROD/PIPE-DEPTH:  4.0 meters
 TC1347
 TC1347  HISTORY     - Date     Condition        Report By
 TC1347  HISTORY     - 1983     MONUMENTED       MNDT
 TC1347  HISTORY     - 20020827 GOOD             MNDT
 TC1347
 TC1347                          STATION DESCRIPTION
 TC1347
 TC1347'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1347'18 MI SOUTH FROM BAUDETTE.
 TC1347'THE MARK IS LOCATED ABOUT 18 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1347'THE NW 1/4 OF SECTION 6, T157N, R30W, 18.05 MILES SOUTH ALONG TRUNK
 TC1347'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1347'OF BAUDETTE OR 5.95 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1347'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER OR 5.8 MILES NORTH ALONG
 TC1347'TRUNK HIGHWAY 72 FROM THE SOUTH LAKE OF THE WOODS COUNTY LINE, 100
 TC1347'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 56.65,
 TC1347'125 FEET NORTH OF THE CENTER OF A DRIVEWAY TO THE EAST, IN A YARD, 75
 TC1347'FEET NORTH OF THE NORTHWEST CORNER OF A CABIN, 59 FEET NORTH OF A 10
 TC1347'INCH DIAMETER JACK PINE TREE, AND 1.5 FEET SOUTH OF A STEEL WITNESS
 TC1347'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 TC1347'STAMPED---3903 AS 1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER
 TC1347'BY 13 FOOT LONG DRIVEN COPPER CLAD STEEL ROD THAT IS FLUSH WITH THE
 TC1347'SURFACE OF THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK
 TC1347'HIGHWAY 72.
 TC1347
 TC1347                          STATION RECOVERY (2002)
 TC1347
 TC1347'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1347'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1347'FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1348 ***********************************************************************
 TC1348  DESIGNATION -  3903 AT
 TC1348  PID         -  TC1348
 TC1348  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1348  COUNTRY     -  US
 TC1348  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1348
 TC1348                         *CURRENT SURVEY CONTROL
 TC1348  ______________________________________________________________________
 TC1348* NAD 83(2007) POSITION- 48 26 19.53603(N) 094 33 34.98936(W)   ADJUSTED  
 TC1348* NAD 83(2007) ELLIP HT-   329.766 (meters)        (09/16/11)   ADJUSTED
 TC1348* NAD 83(2007) EPOCH   -  2002.00
 TC1348* NAVD 88 ORTHO HEIGHT -   358.532  (meters)    1176.28  (feet) ADJUSTED  
 TC1348  ______________________________________________________________________
 TC1348  NAD 83(2007) X  -   -337,036.773 (meters)                     COMP
 TC1348  NAD 83(2007) Y  - -4,226,137.447 (meters)                     COMP
 TC1348  NAD 83(2007) Z  -  4,749,629.303 (meters)                     COMP
 TC1348  LAPLACE CORR    -         -3.92  (seconds)                    DEFLEC09
 TC1348  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 TC1348  DYNAMIC HEIGHT  -        358.611 (meters)     1176.54  (feet) COMP
 TC1348  MODELED GRAVITY -    980,820.8   (mgal)                       NAVD 88
 TC1348
 TC1348  HORZ ORDER      -  FIRST
 TC1348  VERT ORDER      -  SECOND    CLASS I
 TC1348  ELLP ORDER      -  FIRST     CLASS I
 TC1348
 TC1348.The horizontal coordinates were established by GPS observations
 TC1348.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1348
 TC1348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1348.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1348
 TC1348.The horizontal coordinates are valid at the epoch date displayed above
 TC1348.which is a decimal equivalence of Year/Month/Day.
 TC1348
 TC1348.The orthometric height was determined by differential leveling and
 TC1348.adjusted in June 1991.
 TC1348
 TC1348.Photographs are available for this station.
 TC1348
 TC1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1348
 TC1348.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1348
 TC1348.The ellipsoidal height was determined by GPS observations
 TC1348.and is referenced to NAD 83.
 TC1348
 TC1348.The dynamic height is computed by dividing the NAVD 88
 TC1348.geopotential number by the normal gravity value computed on the
 TC1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1348.degrees latitude (g = 980.6199 gals.).
 TC1348
 TC1348.The modeled gravity was interpolated from observed gravity values.
 TC1348
 TC1348. The following values were computed from the NAD 83(2007) position.
 TC1348
 TC1348;                    North         East     Units Scale Factor Converg.
 TC1348;SPC MN N     -   316,564.624   692,005.731   MT  0.99995831   -1 04 55.1
 TC1348;SPC MN N     - 1,038,595.77  2,270,355.47   sFT  0.99995831   -1 04 55.1
 TC1348;UTM  15      - 5,366,243.429   384,643.621   MT  0.99976350   -1 10 01.9
 TC1348
 TC1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1348!SPC MN N     -   0.99994832  x   0.99995831  =   0.99990663
 TC1348!UTM  15      -   0.99994832  x   0.99976350  =   0.99971183
 TC1348
 TC1348                          SUPERSEDED SURVEY CONTROL
 TC1348
 TC1348  NAD 83(2007)-  48 26 19.53570(N)    094 33 34.98754(W) AD(       ) 0
 TC1348  ELLIP H (02/10/07)  329.765  (m)                       GP(       )    
 TC1348  NAD 83(1996)-  48 26 19.53581(N)    094 33 34.98745(W) AD(       ) 1
 TC1348  ELLIP H (08/08/03)  329.767  (m)                       GP(       ) 3 2
 TC1348  NAVD 88 (08/08/03)  358.53   (m)         1176.3    (f) LEVELING    3  
 TC1348
 TC1348.Superseded values are not recommended for survey control.
 TC1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1348.See file dsdata.txt to determine how the superseded data were derived.
 TC1348
 TC1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8464366243(NAD 83)
 TC1348
 TC1348_MARKER: DV = VERTICAL CONTROL DISK
 TC1348_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1348+WITH SETTING: INFORMATION.
 TC1348_SP_SET: SHALLOW SET METAL ROD
 TC1348_STAMPING: 3903 AT 1983
 TC1348_MARK LOGO: MNDT  
 TC1348_PROJECTION: PROJECTING 5 CENTIMETERS
 TC1348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1348+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2008
 TC1348_ROD/PIPE-DEPTH:  2.4 meters
 TC1348
 TC1348  HISTORY     - Date     Condition        Report By
 TC1348  HISTORY     - 1983     MONUMENTED       MNDT
 TC1348  HISTORY     - 20020827 GOOD             MNDT
 TC1348  HISTORY     - 20081126 GOOD             MNDT
 TC1348
 TC1348                          STATION DESCRIPTION
 TC1348
 TC1348'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1348'19 MI SOUTH FROM BAUDETTE.
 TC1348'THE MARK IS LOCATED ABOUT 19 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1348'NEAR THE NORTHEAST CORNER OF SECTION 12, T157N, R31W, 18.9 MILES
 TC1348'SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11
 TC1348'IN THE EAST PART OF BAUDETTE OR 6.8 MILES SOUTH ALONG TRUNK HIGHWAY
 TC1348'72 FROM ITS BRIDGE (NUMBER 39001) OVER THE RAPID RIVER OR 4.95 MILES
 TC1348'NORTH ALONG TRUNK HIGHWAY 72 FROM THE SOUTH LAKE OF THE WOODS COUNTY
 TC1348'LINE, 69.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1348'MILEPOINT 55.8, 56 FEET NORTH OF THE CENTER OF AN ENTRANCE TO THE
 TC1348'WEST, 18 FEET NORTH OF A ROW OF WILLOW TREES, AND 1.0 FOOT EAST OF A
 TC1348'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 TC1348'MONUMENT DISK STAMPED---3903 AT 1983---, IS SET ON THE TOP OF A 5/8
 TC1348'INCH DIAMETER BY 8 FOOT LONG COPPER CLAD STEEL ROD SET IN CONCRETE
 TC1348'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 6 FEET BELOW
 TC1348'THE LEVEL OF TRUNK HIGHWAY 72.
 TC1348
 TC1348                          STATION RECOVERY (2002)
 TC1348
 TC1348'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1348'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1348'PROJECTING 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 8
 TC1348'FT.
 TC1348
 TC1348                          STATION RECOVERY (2008)
 TC1348
 TC1348'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1348'19.0 MILES SOUTH OF BAUDETTE, 6.8 MILES SOUTH ALONG TRUNK HIGHWAY 72
 TC1348'FROM TRUNK HIGHWAY 72 BRIDGE NUMBER 39001 OVER RAPID RIVER, AT TRUNK
 TC1348'HIGHWAY 72 MILEPOINT 55.8, 69 FEET WEST OF TRUNK HIGHWAY 72, 56 FEET
 TC1348'NORTH OF ENTRANCE WEST, 18 FEET NORTH OF ROW OF WILLOW TREES, 1.0 FOOT
 TC1348'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1350 ***********************************************************************
 TC1350  DESIGNATION -  3903 AU
 TC1350  PID         -  TC1350
 TC1350  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1350  COUNTRY     -  US
 TC1350  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1350
 TC1350                         *CURRENT SURVEY CONTROL
 TC1350  ______________________________________________________________________
 TC1350* NAD 83(1986) POSITION- 48 25 01.5    (N) 094 33 35.1    (W)   HD_HELD2  
 TC1350* NAVD 88 ORTHO HEIGHT -   359.891  (meters)    1180.74  (feet) ADJUSTED  
 TC1350  ______________________________________________________________________
 TC1350  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 TC1350  DYNAMIC HEIGHT  -        359.970 (meters)     1181.00  (feet) COMP
 TC1350  MODELED GRAVITY -    980,819.4   (mgal)                       NAVD 88
 TC1350
 TC1350  VERT ORDER      -  SECOND    CLASS I
 TC1350
 TC1350.The horizontal coordinates were established by autonomous hand held GPS
 TC1350.observations and have an estimated accuracy of +/- 10 meters.
 TC1350.
 TC1350.The orthometric height was determined by differential leveling and
 TC1350.adjusted in June 1991.
 TC1350
 TC1350.The dynamic height is computed by dividing the NAVD 88
 TC1350.geopotential number by the normal gravity value computed on the
 TC1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1350.degrees latitude (g = 980.6199 gals.).
 TC1350
 TC1350.The modeled gravity was interpolated from observed gravity values.
 TC1350
 TC1350;                    North         East    Units  Estimated Accuracy
 TC1350;SPC MN N     -   314,155.      691,958.      MT  (+/- 10 meters HH2 GPS)
 TC1350
 TC1350                          SUPERSEDED SURVEY CONTROL
 TC1350
 TC1350.No superseded survey control is available for this station.
 TC1350
 TC1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8459263834(NAD 83)
 TC1350
 TC1350_MARKER: DB = BENCH MARK DISK
 TC1350_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1350_SP_SET: ALUMINUM ALLOY ROD
 TC1350_STAMPING: 3903 AU 1983
 TC1350_MARK LOGO: MNDT  
 TC1350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1350
 TC1350  HISTORY     - Date     Condition        Report By
 TC1350  HISTORY     - 1983     MONUMENTED       MNDT
 TC1350
 TC1350                          STATION DESCRIPTION
 TC1350
 TC1350'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1350'20.3 MI SOUTH FROM BAUDETTE.
 TC1350'THE MARK IS LOCATED ABOUT 20-1/3 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1350'NEAR THE EAST 1/4 OF SECTION 13, T157N, R31W, 20.35 MILES SOUTH ALONG
 TC1350'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1350'PART OF BAUDETTE OR 8.25 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS
 TC1350'BRIDGE (NUMBER 39001) OVER THE RAPID RIVER OR 3.5 MILES NORTH ALONG
 TC1350'TRUNK HIGHWAY 72 FROM THE SOUTH LAKE OF THE WOODS COUNTY LINE, 64.0
 TC1350'FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT MILEPOINT 54.35,
 TC1350'95 FEET SOUTH OF THE CENTER OF A DRIVEWAY, IN THE SOUTHEAST CORNER OF
 TC1350'A YARD, 49 FEET SOUTHEAST OF A BIRCH CLUMP, 20 FEET EAST OF A CORNER
 TC1350'FENCE POST, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 TC1350'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3903
 TC1350'AU 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 10 FOOT LONG
 TC1350'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 TC1350'ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE
 TC1350'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1354 ***********************************************************************
 TC1354  DESIGNATION -  3903 AV
 TC1354  PID         -  TC1354
 TC1354  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1354  COUNTRY     -  US
 TC1354  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1354
 TC1354                         *CURRENT SURVEY CONTROL
 TC1354  ______________________________________________________________________
 TC1354* NAD 83(2007) POSITION- 48 24 05.82160(N) 094 33 34.27626(W)   ADJUSTED  
 TC1354* NAD 83(2007) ELLIP HT-   331.834 (meters)        (09/16/11)   ADJUSTED
 TC1354* NAD 83(2007) EPOCH   -  2002.00
 TC1354* NAVD 88 ORTHO HEIGHT -   360.543  (meters)    1182.88  (feet) ADJUSTED  
 TC1354  ______________________________________________________________________
 TC1354  NAD 83(2007) X  -   -337,267.887 (meters)                     COMP
 TC1354  NAD 83(2007) Y  - -4,229,219.910 (meters)                     COMP
 TC1354  NAD 83(2007) Z  -  4,746,889.626 (meters)                     COMP
 TC1354  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC09
 TC1354  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 TC1354  DYNAMIC HEIGHT  -        360.622 (meters)     1183.14  (feet) COMP
 TC1354  MODELED GRAVITY -    980,818.5   (mgal)                       NAVD 88
 TC1354
 TC1354  HORZ ORDER      -  FIRST
 TC1354  VERT ORDER      -  SECOND    CLASS I
 TC1354  ELLP ORDER      -  FIRST     CLASS I
 TC1354
 TC1354.The horizontal coordinates were established by GPS observations
 TC1354.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1354
 TC1354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1354.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1354
 TC1354.The horizontal coordinates are valid at the epoch date displayed above
 TC1354.which is a decimal equivalence of Year/Month/Day.
 TC1354
 TC1354.The orthometric height was determined by differential leveling and
 TC1354.adjusted in June 1991.
 TC1354
 TC1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1354
 TC1354.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1354
 TC1354.The ellipsoidal height was determined by GPS observations
 TC1354.and is referenced to NAD 83.
 TC1354
 TC1354.The dynamic height is computed by dividing the NAVD 88
 TC1354.geopotential number by the normal gravity value computed on the
 TC1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1354.degrees latitude (g = 980.6199 gals.).
 TC1354
 TC1354.The modeled gravity was interpolated from observed gravity values.
 TC1354
 TC1354. The following values were computed from the NAD 83(2007) position.
 TC1354
 TC1354;                    North         East     Units Scale Factor Converg.
 TC1354;SPC MN N     -   312,435.036   691,942.407   MT  0.99995167   -1 04 54.6
 TC1354;SPC MN N     - 1,025,047.28  2,270,147.71   sFT  0.99995167   -1 04 54.6
 TC1354;UTM  15      - 5,362,114.729   384,574.194   MT  0.99976369   -1 09 58.9
 TC1354
 TC1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1354!SPC MN N     -   0.99994800  x   0.99995167  =   0.99989967
 TC1354!UTM  15      -   0.99994800  x   0.99976369  =   0.99971170
 TC1354
 TC1354                          SUPERSEDED SURVEY CONTROL
 TC1354
 TC1354  NAD 83(2007)-  48 24 05.82167(N)    094 33 34.27493(W) AD(       ) 0
 TC1354  ELLIP H (02/10/07)  331.834  (m)                       GP(       )    
 TC1354  NAD 83(1996)-  48 24 05.82177(N)    094 33 34.27482(W) AD(       ) 1
 TC1354  ELLIP H (08/08/03)  331.835  (m)                       GP(       ) 3 2
 TC1354  NAVD 88 (08/08/03)  360.54   (m)         1182.9    (f) LEVELING    3  
 TC1354
 TC1354.Superseded values are not recommended for survey control.
 TC1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1354.See file dsdata.txt to determine how the superseded data were derived.
 TC1354
 TC1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8457462114(NAD 83)
 TC1354
 TC1354_MARKER: DV = VERTICAL CONTROL DISK
 TC1354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1354_SP_SET: ALUMINUM ALLOY ROD
 TC1354_STAMPING: 3903 AV 1983
 TC1354_MARK LOGO: MNDT  
 TC1354_PROJECTION: FLUSH
 TC1354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1354+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2008
 TC1354_ROD/PIPE-DEPTH:  3.0 meters
 TC1354
 TC1354  HISTORY     - Date     Condition        Report By
 TC1354  HISTORY     - 1983     MONUMENTED       MNDT
 TC1354  HISTORY     - 20020827 GOOD             MNDT
 TC1354  HISTORY     - 20081216 GOOD             MNDT
 TC1354
 TC1354                          STATION DESCRIPTION
 TC1354
 TC1354'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1354'16.7 MI NORTH FROM WASKISH.
 TC1354'THE MARK IS LOCATED ABOUT 16-3/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1354'NEAR THE EAST 1/4 OF SECTION 24, T157N, R31W, 16.7 MILES NORTH ALONG
 TC1354'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1354'RIVER AT WASKISH OR 2.45 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1354'NORTH BELTRAMI COUNTY LINE, 35.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1354'HIGHWAY 72 AT MILEPOINT 53.3, AND 1.0 FOOT EAST OF A STEEL WITNESS
 TC1354'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TC1354'DISK STAMPED---3903 AV 1983---, IS SET ON THE TOP OF A 3/4 INCH
 TC1354'DIAMETER BY 10 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 TC1354'SURFACE OF THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1354
 TC1354                          STATION RECOVERY (2002)
 TC1354
 TC1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1354'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1354'PROJECTING 2 INCHES, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 10
 TC1354'FT.
 TC1354
 TC1354                          STATION RECOVERY (2008)
 TC1354
 TC1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 TC1354'16.75 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM WASKISH, AT TRUNK
 TC1354'HIGHWAY 72 MILEPOINT 53.25, 2.45 MILES NORTH OF SOUTH COUNTY LINE, 35
 TC1354'FEET WEST OF TRUNK HIGHWAY 72, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1355 ***********************************************************************
 TC1355  DESIGNATION -  3903 AW
 TC1355  PID         -  TC1355
 TC1355  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1355  COUNTRY     -  US
 TC1355  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1355
 TC1355                         *CURRENT SURVEY CONTROL
 TC1355  ______________________________________________________________________
 TC1355* NAD 83(1986) POSITION- 48 23 47.2    (N) 094 33 32.5    (W)   HD_HELD2  
 TC1355* NAVD 88 ORTHO HEIGHT -   360.949  (meters)    1184.21  (feet) ADJUSTED  
 TC1355  ______________________________________________________________________
 TC1355  GEOID HEIGHT    -        -28.70  (meters)                     GEOID09
 TC1355  DYNAMIC HEIGHT  -        361.027 (meters)     1184.47  (feet) COMP
 TC1355  MODELED GRAVITY -    980,818.1   (mgal)                       NAVD 88
 TC1355
 TC1355  VERT ORDER      -  SECOND    CLASS I
 TC1355
 TC1355.The horizontal coordinates were established by autonomous hand held GPS
 TC1355.observations and have an estimated accuracy of +/- 10 meters.
 TC1355.
 TC1355.The orthometric height was determined by differential leveling and
 TC1355.adjusted in June 1991.
 TC1355
 TC1355.The dynamic height is computed by dividing the NAVD 88
 TC1355.geopotential number by the normal gravity value computed on the
 TC1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1355.degrees latitude (g = 980.6199 gals.).
 TC1355
 TC1355.The modeled gravity was interpolated from observed gravity values.
 TC1355
 TC1355;                    North         East    Units  Estimated Accuracy
 TC1355;SPC MN N     -   311,859.      691,968.      MT  (+/- 10 meters HH2 GPS)
 TC1355
 TC1355                          SUPERSEDED SURVEY CONTROL
 TC1355
 TC1355.No superseded survey control is available for this station.
 TC1355
 TC1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8459961539(NAD 83)
 TC1355
 TC1355_MARKER: DB = BENCH MARK DISK
 TC1355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1355_SP_SET: ALUMINUM ALLOY ROD
 TC1355_STAMPING: 3903 AW 1983
 TC1355_MARK LOGO: MNDT  
 TC1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1355
 TC1355  HISTORY     - Date     Condition        Report By
 TC1355  HISTORY     - 1983     MONUMENTED       MNDT
 TC1355
 TC1355                          STATION DESCRIPTION
 TC1355
 TC1355'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1355'16.3 MI NORTH FROM WASKISH.
 TC1355'THE MARK IS LOCATED ABOUT 16-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1355'NEAR THE SOUTHWEST CORNER OF SECTION 19, T157N, R30W, 16.3 MILES
 TC1355'NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE
 TC1355'TAMARAC RIVER AT WASKISH OR 2.05 MILES NORTH ALONG TRUNK HIGHWAY 72
 TC1355'FROM THE NORTH BELTRAMI COUNTY LINE, 83.0 FEET EAST OF THE CENTERLINE
 TC1355'OF TRUNK HIGHWAY 72 AT MILEPOINT 52.9, 19 FEET NORTH OF A WOODEN
 TC1355'EMERGENCY FIRE BRIDGE CENTERLINE, AND NEAR A STEEL WITNESS POST.  THE
 TC1355'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1355'STAMPED---3903 AW 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER
 TC1355'BY 13 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 TC1355'THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A
 TC1355'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1356 ***********************************************************************
 TC1356  DESIGNATION -  3903 AX
 TC1356  PID         -  TC1356
 TC1356  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1356  COUNTRY     -  US
 TC1356  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1356
 TC1356                         *CURRENT SURVEY CONTROL
 TC1356  ______________________________________________________________________
 TC1356* NAD 83(1986) POSITION- 48 23 18.     (N) 094 33 36.     (W)   SCALED    
 TC1356* NAVD 88 ORTHO HEIGHT -   361.451  (meters)    1185.86  (feet) ADJUSTED  
 TC1356  ______________________________________________________________________
 TC1356  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 TC1356  DYNAMIC HEIGHT  -        361.529 (meters)     1186.12  (feet) COMP
 TC1356  MODELED GRAVITY -    980,817.6   (mgal)                       NAVD 88
 TC1356
 TC1356  VERT ORDER      -  SECOND    CLASS I
 TC1356
 TC1356.The horizontal coordinates were scaled from a topographic map and have
 TC1356.an estimated accuracy of +/- 6 seconds.
 TC1356.
 TC1356.The orthometric height was determined by differential leveling and
 TC1356.adjusted in June 1991.
 TC1356
 TC1356.The dynamic height is computed by dividing the NAVD 88
 TC1356.geopotential number by the normal gravity value computed on the
 TC1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1356.degrees latitude (g = 980.6199 gals.).
 TC1356
 TC1356.The modeled gravity was interpolated from observed gravity values.
 TC1356
 TC1356;                    North         East    Units  Estimated Accuracy
 TC1356;SPC MN N     -   310,960.      691,880.      MT  (+/- 180 meters Scaled)
 TC1356
 TC1356                          SUPERSEDED SURVEY CONTROL
 TC1356
 TC1356.No superseded survey control is available for this station.
 TC1356
 TC1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP845606(NAD 83)
 TC1356
 TC1356_MARKER: DB = BENCH MARK DISK
 TC1356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1356_SP_SET: ALUMINUM ALLOY ROD
 TC1356_STAMPING: 3903 AX 1983
 TC1356_MARK LOGO: MNDT  
 TC1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1356
 TC1356  HISTORY     - Date     Condition        Report By
 TC1356  HISTORY     - 1983     MONUMENTED       MNDT
 TC1356
 TC1356                          STATION DESCRIPTION
 TC1356
 TC1356'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1356'15.7 MI NORTH FROM WASKISH.
 TC1356'THE MARK IS LOCATED ABOUT 15-3/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1356'NEAR THE EAST 1/4 OF SECTION 25, T157N, R31W, 15.7 MILES NORTH ALONG
 TC1356'TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE TAMARAC
 TC1356'RIVER AT WASKISH OR 1.45 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM THE
 TC1356'NORTH BELTRAMI COUNTY LINE, 61.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC1356'HIGHWAY 72 AT MILEPOINT 52.3, AND 1.0 FOOT EAST OF A STEEL WITNESS
 TC1356'POST.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TC1356'DISK STAMPED---3903 AX 1983---, IS SET ON THE TOP OF A 3/4 INCH
 TC1356'DIAMETER BY 19 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE
 TC1356'SURFACE OF THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF TRUNK
 TC1356'HIGHWAY 72.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1357 ***********************************************************************
 TC1357  DESIGNATION -  3903 AY
 TC1357  PID         -  TC1357
 TC1357  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1357  COUNTRY     -  US
 TC1357  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1357
 TC1357                         *CURRENT SURVEY CONTROL
 TC1357  ______________________________________________________________________
 TC1357* NAD 83(1986) POSITION- 48 22 53.     (N) 094 33 36.     (W)   SCALED    
 TC1357* NAVD 88 ORTHO HEIGHT -   361.497  (meters)    1186.01  (feet) ADJUSTED  
 TC1357  ______________________________________________________________________
 TC1357  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 TC1357  DYNAMIC HEIGHT  -        361.575 (meters)     1186.27  (feet) COMP
 TC1357  MODELED GRAVITY -    980,817.1   (mgal)                       NAVD 88
 TC1357
 TC1357  VERT ORDER      -  SECOND    CLASS I
 TC1357
 TC1357.The horizontal coordinates were scaled from a topographic map and have
 TC1357.an estimated accuracy of +/- 6 seconds.
 TC1357.
 TC1357.The orthometric height was determined by differential leveling and
 TC1357.adjusted in June 1991.
 TC1357
 TC1357.The dynamic height is computed by dividing the NAVD 88
 TC1357.geopotential number by the normal gravity value computed on the
 TC1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1357.degrees latitude (g = 980.6199 gals.).
 TC1357
 TC1357.The modeled gravity was interpolated from observed gravity values.
 TC1357
 TC1357;                    North         East    Units  Estimated Accuracy
 TC1357;SPC MN N     -   310,190.      691,860.      MT  (+/- 180 meters Scaled)
 TC1357
 TC1357                          SUPERSEDED SURVEY CONTROL
 TC1357
 TC1357.No superseded survey control is available for this station.
 TC1357
 TC1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP844598(NAD 83)
 TC1357
 TC1357_MARKER: DB = BENCH MARK DISK
 TC1357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1357_SP_SET: ALUMINUM ALLOY ROD
 TC1357_STAMPING: 3903 AY 1983
 TC1357_MARK LOGO: MNDT  
 TC1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1357
 TC1357  HISTORY     - Date     Condition        Report By
 TC1357  HISTORY     - 1983     MONUMENTED       MNDT
 TC1357
 TC1357                          STATION DESCRIPTION
 TC1357
 TC1357'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1357'15.2 MI NORTH FROM WASKISH.
 TC1357'THE MARK IS LOCATED ABOUT 15-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1357'NEAR THE NORTHEAST CORNER OF SECTION 36, T157N, R31W, 15.25 MILES
 TC1357'NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE
 TC1357'TAMARAC RIVER AT WASKISH OR 1.0 MILE NORTH ALONG TRUNK HIGHWAY 72
 TC1357'FROM THE NORTH BELTRAMI COUNTY LINE, 69.0 FEET WEST OF THE CENTERLINE
 TC1357'OF TRUNK HIGHWAY 72 AT MILEPOINT 51.85, 8 FEET NORTH OF THE CENTER OF
 TC1357'A WOODEN FIRE CROSSING BRIDGE, 3 FEET SOUTH OF AN EMERGENCY FIRE
 TC1357'CROSSING SIGN POST, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1357'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TC1357'STAMPED---3903 AY 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER
 TC1357'BY 20 FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF
 TC1357'THE GROUND AND ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A
 TC1357'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1358 ***********************************************************************
 TC1358  CBN         -  This is a Cooperative Base Network Control Station.
 TC1358  DESIGNATION -  3903 AZ
 TC1358  PID         -  TC1358
 TC1358  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1358  COUNTRY     -  US
 TC1358  USGS QUAD   -  LUDLOW LOOKOUT TOWER (1973)
 TC1358
 TC1358                         *CURRENT SURVEY CONTROL
 TC1358  ______________________________________________________________________
 TC1358* NAD 83(2007) POSITION- 48 22 03.06355(N) 094 33 35.14991(W)   ADJUSTED  
 TC1358* NAD 83(2007) ELLIP HT-   333.149 (meters)        (02/10/07)   ADJUSTED
 TC1358* NAD 83(2007) EPOCH   -  2002.00
 TC1358* NAVD 88 ORTHO HEIGHT -   361.800  (meters)    1187.01  (feet) ADJUSTED  
 TC1358  ______________________________________________________________________
 TC1358  NAD 83(2007) X  -   -337,511.246 (meters)                     COMP
 TC1358  NAD 83(2007) Y  - -4,232,045.339 (meters)                     COMP
 TC1358  NAD 83(2007) Z  -  4,744,372.248 (meters)                     COMP
 TC1358  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC09
 TC1358  GEOID HEIGHT    -        -28.66  (meters)                     GEOID09
 TC1358  DYNAMIC HEIGHT  -        361.878 (meters)     1187.26  (feet) COMP
 TC1358  MODELED GRAVITY -    980,816.2   (mgal)                       NAVD 88
 TC1358
 TC1358  VERT ORDER      -  SECOND    CLASS I
 TC1358
 TC1358  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC1358  Type                                         Horiz  Ellip  Dist(km)
 TC1358  -------------------------------------------------------------------
 TC1358  NETWORK                                       0.48   0.55
 TC1358  -------------------------------------------------------------------
 TC1358  MEDIAN LOCAL ACCURACY AND DIST (029 points)   0.61   0.67     31.90
 TC1358  -------------------------------------------------------------------
 TC1358  NOTE: Click here for information on individual local accuracy
 TC1358  values and other accuracy information.
 TC1358
 TC1358
 TC1358.The horizontal coordinates were established by GPS observations
 TC1358.and adjusted by the National Geodetic Survey in February 2007.
 TC1358
 TC1358.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1358.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1358
 TC1358.The horizontal coordinates are valid at the epoch date displayed above
 TC1358.which is a decimal equivalence of Year/Month/Day.
 TC1358
 TC1358.The orthometric height was determined by differential leveling and
 TC1358.adjusted in June 1991.
 TC1358
 TC1358.Photographs are available for this station.
 TC1358
 TC1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1358
 TC1358.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1358
 TC1358.The ellipsoidal height was determined by GPS observations
 TC1358.and is referenced to NAD 83.
 TC1358
 TC1358.The dynamic height is computed by dividing the NAVD 88
 TC1358.geopotential number by the normal gravity value computed on the
 TC1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1358.degrees latitude (g = 980.6199 gals.).
 TC1358
 TC1358.The modeled gravity was interpolated from observed gravity values.
 TC1358
 TC1358. The following values were computed from the NAD 83(2007) position.
 TC1358
 TC1358;                    North         East     Units Scale Factor Converg.
 TC1358;SPC MN N     -   308,644.461   691,852.844   MT  0.99994596   -1 04 55.2
 TC1358;SPC MN N     - 1,012,611.04  2,269,853.87   sFT  0.99994596   -1 04 55.2
 TC1358;UTM  15      - 5,358,324.991   384,479.076   MT  0.99976396   -1 09 57.3
 TC1358
 TC1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1358!SPC MN N     -   0.99994779  x   0.99994596  =   0.99989375
 TC1358!UTM  15      -   0.99994779  x   0.99976396  =   0.99971176
 TC1358
 TC1358:                Primary Azimuth Mark                     Grid Az
 TC1358:SPC MN N     -  TICE                                     161 48 56.4
 TC1358:UTM  15      -  TICE                                     161 53 58.5
 TC1358
 TC1358|---------------------------------------------------------------------|
 TC1358| PID    Reference Object                     Distance      Geod. Az  |
 TC1358|                                                           dddmmss.s |
 TC1358| DF6961 TICE                                443.554 METERS 1604401.2 |
 TC1358|---------------------------------------------------------------------|
 TC1358
 TC1358                          SUPERSEDED SURVEY CONTROL
 TC1358
 TC1358  NAD 83(1996)-  48 22 03.06362(N)    094 33 35.14971(W) AD(       ) B
 TC1358  ELLIP H (01/15/97)  333.153  (m)                       GP(       ) 4 1
 TC1358  NAVD 88 (01/15/97)  361.80   (m)         1187.0    (f) LEVELING    3  
 TC1358
 TC1358.Superseded values are not recommended for survey control.
 TC1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1358.See file dsdata.txt to determine how the superseded data were derived.
 TC1358
 TC1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8447958324(NAD 83)
 TC1358
 TC1358_MARKER: DV = VERTICAL CONTROL DISK
 TC1358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1358_SP_SET: ALUMINUM ALLOY ROD
 TC1358_STAMPING: 3903 AZ 1983
 TC1358_MARK LOGO: MNDT  
 TC1358_PROJECTION: RECESSED 3 CENTIMETERS
 TC1358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1358+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 TC1358_ROD/PIPE-DEPTH:  4.6 meters
 TC1358
 TC1358  HISTORY     - Date     Condition        Report By
 TC1358  HISTORY     - 19831001 MONUMENTED       MNDT
 TC1358  HISTORY     - 19950523 GOOD             MNDT
 TC1358  HISTORY     - 20020827 GOOD             MNDT
 TC1358  HISTORY     - 20031006 GOOD             MNDT
 TC1358  HISTORY     - 20081216 GOOD             MNDT
 TC1358  HISTORY     - 20090617 GOOD             MNDT
 TC1358
 TC1358                          STATION DESCRIPTION
 TC1358
 TC1358'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1358'14.3 MI NORTH FROM WASKISH.
 TC1358'THE MARK IS LOCATED ABOUT 14-1/4 MILES NORTH OF THE TOWN OF WASKISH,
 TC1358'NEAR THE SOUTHEAST CORNER OF SECTION 36, T157N, R31W, 14.3 MILES
 TC1358'NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE (NUMBER 04002) OVER THE
 TC1358'TAMARAC RIVER AT WASKISH OR 0.5 MILE NORTH ALONG TRUNK HIGHWAY 72
 TC1358'FROM THE NORTH BELTRAMI COUNTY LINE, 80.0 FEET WEST OF THE CENTERLINE
 TC1358'OF TRUNK HIGHWAY 72 AT MILEPOINT 50.9, 19 FEET NORTH OF THE CENTER OF
 TC1358'AN ENTRANCE WEST, 29 FEET SOUTHWEST OF THE NORTH BARREL OF A METAL
 TC1358'CULVERT, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A
 TC1358'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3903
 TC1358'AZ 1983---, IS SET ON THE TOP OF A 3/4 INCH DIAMETER BY 15 FOOT LONG
 TC1358'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 TC1358'ABOUT 6 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 72.  A MAGNET IN THE
 TC1358'DISK MAKES THE MARK MAGNETIC.
 TC1358
 TC1358                          STATION RECOVERY (1995)
 TC1358
 TC1358'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (DKH)
 TC1358'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 TC1358'THE MARK IS LOCATED ABOUT 14-1/2 MI NORTH OF THE TOWN OF WASHKISH AT
 TC1358'THE BELTRAMI-LAKE OF THE WOODS COUNTY LINE, IN THE SE 1/4 OF SECTION
 TC1358'36, T157N, R31W.  TO REACH THE MARK FROM THE TH 72 BRDG OVER THE
 TC1358'TAMARAC RIVER IN WASHKISH, GO NORTH ALONG TH 72 FOR 15.25 MI (24.54
 TC1358'KM) TO TH 72 MP 50.9 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET
 TC1358'ON A 15 FT (4.6 M) DRIVEN ALUMINUM ROD, IS 80 FT (24.4 M) WEST OF TH
 TC1358'72, 19 FT (5.8 M) NORTH OF ENT WEST, 1.3 FT (0.4 M) EAST OF A WIT
 TC1358'POST, 29 FT (8.8 M) WEST OF THE NORTH END OF THE 48 INCH DIAMETER
 TC1358'METAL CULVERT, 38 FT (11.6 M) NE OF THE WEST LEG OF SIGN, AND 88.4 FT
 TC1358'(26.9 M) NW OF THE EAST LEG OF THE BELTRAMI COUNTY SIGN. RECOVERED AND
 TC1358'DESCRIBED BY DAVID K.  HERDER, TYPED BY G.W.O.
 TC1358
 TC1358                          STATION RECOVERY (2002)
 TC1358
 TC1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 TC1358'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 TC1358'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 TC1358
 TC1358                          STATION RECOVERY (2003)
 TC1358
 TC1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 TC1358'14.5 MILES NORTH OF WASKISH, 15.25 MILES NORTH ALONG TRUNK HIGHWAY 72
 TC1358'FROM TRUNK HIGHWAY 72 BRIDGE OVER TAMARAC RIVER IN WASKISH, AT TRUNK
 TC1358'HIGHWAY 72 MILEPOINT 50.9, AT BELTRAMI-LAKE OF THE WOODS COUNTY LINE,
 TC1358'80 FEET WEST OF TRUNK HIGHWAY 72, 19 FEET NORTH OF ENTRANCE WEST, 29
 TC1358'FEET WEST OF NORTH END OF 48 INCH METAL CULVERT, 38 FEET NORTHEAST OF
 TC1358'WEST LEG OF SIGN, 88.4 FEET NORTHWEST OF EAST LEG OF BELTRAMI COUNTY
 TC1358'SIGN, 1.3 FEET EAST OF WITNESS POST
 TC1358
 TC1358                          STATION RECOVERY (2008)
 TC1358
 TC1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 TC1358'14.5 MILES NORTH OF WASKISH, 15.25 MILES NORTH ALONG TRUNK HIGHWAY 72
 TC1358'FROM TRUNK HIGHWAY 72 BRIDGE OVER TAMARAC RIVER IN WASKISH, AT TRUNK
 TC1358'HIGHWAY 72 MILEPOINT 50.9, AT BELTRAMI-LAKE OF THE WOODS COUNTY LINE,
 TC1358'80 FEET WEST OF TRUNK HIGHWAY 72, 19 FEET NORTH OF ENTRANCE WEST, 29
 TC1358'FEET WEST OF NORTH END OF 48 INCH METAL CULVERT, 38 FEET NORTHEAST OF
 TC1358'WEST LEG OF SIGN, 88.4 FEET NORTHWEST OF EAST LEG OF BELTRAMI COUNTY
 TC1358'SIGN, 1.3 FEET EAST OF WITNESS POST.
 TC1358
 TC1358                          STATION RECOVERY (2009)
 TC1358
 TC1358'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 TC1358'14.5 MILES NORTH OF WASKISH, 15.25 MILES NORTH ALONG TRUNK HIGHWAY 72
 TC1358'FROM TRUNK HIGHWAY 72 BRIDGE OVER TAMARAC RIVER IN WASKISH, AT TRUNK
 TC1358'HIGHWAY 72 MILEPOINT 50.9, AT BELTRAMI-LAKE OF THE WOODS COUNTY LINE,
 TC1358'80 FEET WEST OF TRUNK HIGHWAY 72, 19 FEET NORTH OF ENTRANCE WEST, 29
 TC1358'FEET WEST OF NORTH END OF 48 INCH METAL CULVERT, 38 FEET NORTHEAST OF
 TC1358'WEST LEG OF SIGN, 88.4 FEET NORTHWEST OF EAST LEG OF BELTRAMI COUNTY
 TC1358'SIGN, 1.3 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1337 ***********************************************************************
 TC1337  DESIGNATION -  3903 BA
 TC1337  PID         -  TC1337
 TC1337  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1337  COUNTRY     -  US
 TC1337  USGS QUAD   -  BAUDETTE SE (1968)
 TC1337
 TC1337                         *CURRENT SURVEY CONTROL
 TC1337  ______________________________________________________________________
 TC1337* NAD 83(1986) POSITION- 48 31 36.2    (N) 094 34 45.9    (W)   HD_HELD2  
 TC1337* NAVD 88 ORTHO HEIGHT -   345.563  (meters)    1133.73  (feet) ADJUSTED  
 TC1337  ______________________________________________________________________
 TC1337  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 TC1337  DYNAMIC HEIGHT  -        345.642 (meters)     1133.99  (feet) COMP
 TC1337  MODELED GRAVITY -    980,829.4   (mgal)                       NAVD 88
 TC1337
 TC1337  VERT ORDER      -  SECOND    CLASS I
 TC1337
 TC1337.The horizontal coordinates were established by autonomous hand held GPS
 TC1337.observations and have an estimated accuracy of +/- 10 meters.
 TC1337.
 TC1337.The orthometric height was determined by differential leveling and
 TC1337.adjusted in June 1991.
 TC1337
 TC1337.Photographs are available for this station.
 TC1337
 TC1337.The dynamic height is computed by dividing the NAVD 88
 TC1337.geopotential number by the normal gravity value computed on the
 TC1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1337.degrees latitude (g = 980.6199 gals.).
 TC1337
 TC1337.The modeled gravity was interpolated from observed gravity values.
 TC1337
 TC1337;                    North         East    Units  Estimated Accuracy
 TC1337;SPC MN N     -   326,372.      690,736.      MT  (+/- 10 meters HH2 GPS)
 TC1337
 TC1337                          SUPERSEDED SURVEY CONTROL
 TC1337
 TC1337.No superseded survey control is available for this station.
 TC1337
 TC1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8338876050(NAD 83)
 TC1337
 TC1337_MARKER: DB = BENCH MARK DISK
 TC1337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TC1337_SP_SET: ALUMINUM ALLOY ROD
 TC1337_STAMPING: 3903 BA 1983
 TC1337_MARK LOGO: MNDT  
 TC1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1337
 TC1337  HISTORY     - Date     Condition        Report By
 TC1337  HISTORY     - 1983     MONUMENTED       MNDT
 TC1337
 TC1337                          STATION DESCRIPTION
 TC1337
 TC1337'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1337'12.7 MI SOUTH FROM BAUDETTE.
 TC1337'THE MARK IS LOCATED ABOUT 12-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1337'IN THE SW 1/4 OF SECTION 1, T158N, R31W, 0.7 MILE SOUTH ALONG TRUNK
 TC1337'HIGHWAY 72 FROM ITS BRIDGE (NUMBER 39001) OVER THE RAPID RIVER,
 TC1337'THENCE 0.9 MILE WEST ALONG COUNTY ROAD 83, 49 FEET NORTH OF THE
 TC1337'CENTER OF COUNTY ROAD 83, IN THE SOUTHEAST CORNER OF A PATCH OF WOODS
 TC1337'ON THE WEST EDGE OF A FIELD, 101 FEET EAST OF A POWER POLE, AND 1.0
 TC1337'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 TC1337'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---3903 BA 1983---, IS
 TC1337'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER ALUMINUM ROD THAT IS
 TC1337'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL
 TC1337'OF COUNTY ROAD 83.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TC1337'NOTE--ROD DEPTH IS MORE THAN 10 FEET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4412 ***********************************************************************
 DN4412  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4412  DESIGNATION -  3903 BB
 DN4412  PID         -  DN4412
 DN4412  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4412  COUNTRY     -  US
 DN4412  USGS QUAD   -  CHASE BROOK NE (1973)
 DN4412
 DN4412                         *CURRENT SURVEY CONTROL
 DN4412  ______________________________________________________________________
 DN4412* NAD 83(2007) POSITION- 48 22 54.80175(N) 094 33 34.39563(W)   ADJUSTED  
 DN4412* NAD 83(2007) ELLIP HT-   334.077 (meters)        (09/16/11)   ADJUSTED
 DN4412* NAD 83(2007) EPOCH   -  2002.00
 DN4412* NAVD 88 ORTHO HEIGHT -   362.75   (meters)    1190.1   (feet) GPS OBS   
 DN4412  ______________________________________________________________________
 DN4412  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DN4412  NAD 83(2007) X  -   -337,400.850 (meters)                     COMP
 DN4412  NAD 83(2007) Y  - -4,230,856.317 (meters)                     COMP
 DN4412  NAD 83(2007) Z  -  4,745,434.546 (meters)                     COMP
 DN4412  LAPLACE CORR    -         -3.40  (seconds)                    DEFLEC09
 DN4412  HORZ ORDER      -  FIRST
 DN4412  ELLP ORDER      -  FIRST     CLASS I
 DN4412
 DN4412.The horizontal coordinates were established by GPS observations
 DN4412.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4412
 DN4412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4412.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4412
 DN4412.The horizontal coordinates are valid at the epoch date displayed above
 DN4412.which is a decimal equivalence of Year/Month/Day.
 DN4412
 DN4412.The orthometric height was determined by GPS observations and a
 DN4412.high-resolution geoid model using precise GPS observation and
 DN4412.processing techniques.
 DN4412
 DN4412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4412
 DN4412.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4412
 DN4412.The ellipsoidal height was determined by GPS observations
 DN4412.and is referenced to NAD 83.
 DN4412
 DN4412. The following values were computed from the NAD 83(2007) position.
 DN4412
 DN4412;                    North         East     Units Scale Factor Converg.
 DN4412;SPC MN N     -   310,241.899   691,898.536   MT  0.99994832   -1 04 54.7
 DN4412;SPC MN N     - 1,017,851.96  2,270,003.78   sFT  0.99994832   -1 04 54.7
 DN4412;UTM  15      - 5,359,922.068   384,527.103   MT  0.99976383   -1 09 57.7
 DN4412
 DN4412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4412!SPC MN N     -   0.99994764  x   0.99994832  =   0.99989597
 DN4412!UTM  15      -   0.99994764  x   0.99976383  =   0.99971149
 DN4412
 DN4412:                Primary Azimuth Mark                     Grid Az
 DN4412:SPC MN N     -  3903 AZ                                  181 38 18.3
 DN4412:UTM  15      -  3903 AZ                                  181 43 21.3
 DN4412
 DN4412|---------------------------------------------------------------------|
 DN4412| PID    Reference Object                     Distance      Geod. Az  |
 DN4412|                                                           dddmmss.s |
 DN4412| TC1358 3903 AZ                             APPROX. 1.6 KM 1803323.6 |
 DN4412|---------------------------------------------------------------------|
 DN4412
 DN4412                          SUPERSEDED SURVEY CONTROL
 DN4412
 DN4412.No superseded survey control is available for this station.
 DN4412
 DN4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8452759922(NAD 83)
 DN4412
 DN4412_MARKER: I = METAL ROD
 DN4412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4412_STAMPING: 3903 BB
 DN4412_MARK LOGO: MNDT  
 DN4412_PROJECTION: RECESSED 5 CENTIMETERS
 DN4412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4412+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4412_ROD/PIPE-DEPTH:  6.1 meters
 DN4412
 DN4412  HISTORY     - Date     Condition        Report By
 DN4412  HISTORY     - 2009     MONUMENTED       MNDT
 DN4412
 DN4412                          STATION DESCRIPTION
 DN4412
 DN4412'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4412'15.2 MILES NORTH OF WASKISH, 15.25 MILES NORTH ALONG TRUNK HIGHWAY 72
 DN4412'IN WASKISH, AT HIGH TENSION POWER LINE CROSSING, AT TRUNK HIGHWAY 72
 DN4412'MILEPOINT 51.9, 22.5 FEET WEST OF TRUNK HIGHWAY 72, 1.0 MILE NORTH OF
 DN4412'SOUTH COUNTY LINE, 1.5 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4413 ***********************************************************************
 DN4413  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4413  DESIGNATION -  3903 BC
 DN4413  PID         -  DN4413
 DN4413  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4413  COUNTRY     -  US
 DN4413  USGS QUAD   -  BAUDETTE SE (1968)
 DN4413
 DN4413                         *CURRENT SURVEY CONTROL
 DN4413  ______________________________________________________________________
 DN4413* NAD 83(2007) POSITION- 48 35 19.70939(N) 094 33 37.97957(W)   ADJUSTED  
 DN4413* NAD 83(2007) ELLIP HT-   318.662 (meters)        (09/16/11)   ADJUSTED
 DN4413* NAD 83(2007) EPOCH   -  2002.00
 DN4413* NAVD 88 ORTHO HEIGHT -   347.60   (meters)    1140.4   (feet) GPS OBS   
 DN4413  ______________________________________________________________________
 DN4413  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 DN4413  NAD 83(2007) X  -   -336,103.554 (meters)                     COMP
 DN4413  NAD 83(2007) Y  - -4,213,664.886 (meters)                     COMP
 DN4413  NAD 83(2007) Z  -  4,760,674.619 (meters)                     COMP
 DN4413  LAPLACE CORR    -         -4.84  (seconds)                    DEFLEC09
 DN4413  HORZ ORDER      -  FIRST
 DN4413  ELLP ORDER      -  FIRST     CLASS I
 DN4413
 DN4413.The horizontal coordinates were established by GPS observations
 DN4413.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4413
 DN4413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4413.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4413
 DN4413.The horizontal coordinates are valid at the epoch date displayed above
 DN4413.which is a decimal equivalence of Year/Month/Day.
 DN4413
 DN4413.The orthometric height was determined by GPS observations and a
 DN4413.high-resolution geoid model using precise GPS observation and
 DN4413.processing techniques.
 DN4413
 DN4413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4413
 DN4413.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4413
 DN4413.The ellipsoidal height was determined by GPS observations
 DN4413.and is referenced to NAD 83.
 DN4413
 DN4413. The following values were computed from the NAD 83(2007) position.
 DN4413
 DN4413;                    North         East     Units Scale Factor Converg.
 DN4413;SPC MN N     -   333,247.762   692,259.526   MT  0.99998943   -1 04 57.3
 DN4413;SPC MN N     - 1,093,330.37  2,271,188.13   sFT  0.99998943   -1 04 57.3
 DN4413;UTM  15      - 5,382,922.658   384,922.564   MT  0.99976270   -1 10 13.8
 DN4413
 DN4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4413!SPC MN N     -   0.99995006  x   0.99998943  =   0.99993949
 DN4413!UTM  15      -   0.99995006  x   0.99976270  =   0.99971277
 DN4413
 DN4413:                Primary Azimuth Mark                     Grid Az
 DN4413:SPC MN N     -  3903 AE                                  001 21 14.4
 DN4413:UTM  15      -  3903 AE                                  001 26 30.9
 DN4413
 DN4413|---------------------------------------------------------------------|
 DN4413| PID    Reference Object                     Distance      Geod. Az  |
 DN4413|                                                           dddmmss.s |
 DN4413| TC1328 3903 AE                             APPROX. 1.2 KM 0001617.1 |
 DN4413| DM4909 3903 AG RESET                       APPROX. 1.5 KM 1785522.4 |
 DN4413|---------------------------------------------------------------------|
 DN4413
 DN4413                          SUPERSEDED SURVEY CONTROL
 DN4413
 DN4413.No superseded survey control is available for this station.
 DN4413
 DN4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8492282922(NAD 83)
 DN4413
 DN4413_MARKER: I = METAL ROD
 DN4413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4413_STAMPING: 3903 BC
 DN4413_MARK LOGO: MNDT  
 DN4413_PROJECTION: RECESSED 3 CENTIMETERS
 DN4413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4413+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4413_ROD/PIPE-DEPTH:  6.1 meters
 DN4413
 DN4413  HISTORY     - Date     Condition        Report By
 DN4413  HISTORY     - 2009     MONUMENTED       MNDT
 DN4413
 DN4413                          STATION DESCRIPTION
 DN4413
 DN4413'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4413'8.5 MILES SOUTH OF BAUDETTE, 8.6 MILES SOUTH ALONG TRUNK HIGHWAY 72
 DN4413'FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11 AT EAST
 DN4413'EDGE OF BAUDETTE, AT TRUNK HIGHWAY 72 MILEPOINT 66.15, 23.6 FEET EAST
 DN4413'OF TRUNK HIGHWAY 72, 0.3 MILE NORTH OF COUNTY ROAD 7 (39TH STREET
 DN4413'SOUTHEAST), 1.4 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4414 ***********************************************************************
 DN4414  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4414  DESIGNATION -  3903 BD
 DN4414  PID         -  DN4414
 DN4414  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4414  COUNTRY     -  US
 DN4414  USGS QUAD   -  BAUDETTE (1968)
 DN4414
 DN4414                         *CURRENT SURVEY CONTROL
 DN4414  ______________________________________________________________________
 DN4414* NAD 83(2007) POSITION- 48 38 28.19989(N) 094 33 38.00387(W)   ADJUSTED  
 DN4414* NAD 83(2007) ELLIP HT-   311.094 (meters)        (09/16/11)   ADJUSTED
 DN4414* NAD 83(2007) EPOCH   -  2002.00
 DN4414* NAVD 88 ORTHO HEIGHT -   340.06   (meters)    1115.7   (feet) GPS OBS   
 DN4414  ______________________________________________________________________
 DN4414  GEOID HEIGHT    -        -28.96  (meters)                     GEOID09
 DN4414  NAD 83(2007) X  -   -335,756.288 (meters)                     COMP
 DN4414  NAD 83(2007) Y  - -4,209,305.036 (meters)                     COMP
 DN4414  NAD 83(2007) Z  -  4,764,518.398 (meters)                     COMP
 DN4414  LAPLACE CORR    -         -4.55  (seconds)                    DEFLEC09
 DN4414  HORZ ORDER      -  FIRST
 DN4414  ELLP ORDER      -  FIRST     CLASS I
 DN4414
 DN4414.The horizontal coordinates were established by GPS observations
 DN4414.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4414
 DN4414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4414.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4414
 DN4414.The horizontal coordinates are valid at the epoch date displayed above
 DN4414.which is a decimal equivalence of Year/Month/Day.
 DN4414
 DN4414.The orthometric height was determined by GPS observations and a
 DN4414.high-resolution geoid model using precise GPS observation and
 DN4414.processing techniques.
 DN4414
 DN4414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4414
 DN4414.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4414
 DN4414.The ellipsoidal height was determined by GPS observations
 DN4414.and is referenced to NAD 83.
 DN4414
 DN4414. The following values were computed from the NAD 83(2007) position.
 DN4414
 DN4414;                    North         East     Units Scale Factor Converg.
 DN4414;SPC MN N     -   339,069.088   692,369.034   MT  1.00000192   -1 04 57.3
 DN4414;SPC MN N     - 1,112,429.17  2,271,547.41   sFT  1.00000192   -1 04 57.3
 DN4414;UTM  15      - 5,388,742.451   385,041.025   MT  0.99976236   -1 10 17.3
 DN4414
 DN4414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4414!SPC MN N     -   0.99995125  x   1.00000192  =   0.99995317
 DN4414!UTM  15      -   0.99995125  x   0.99976236  =   0.99971362
 DN4414
 DN4414:                Primary Azimuth Mark                     Grid Az
 DN4414:SPC MN N     -  3903 BE                                  001 19 52.5
 DN4414:UTM  15      -  3903 BE                                  001 25 12.5
 DN4414
 DN4414|---------------------------------------------------------------------|
 DN4414| PID    Reference Object                     Distance      Geod. Az  |
 DN4414|                                                           dddmmss.s |
 DN4414| DN4415 3903 BE                             APPROX. 1.9 KM 0001455.2 |
 DN4414|---------------------------------------------------------------------|
 DN4414
 DN4414                          SUPERSEDED SURVEY CONTROL
 DN4414
 DN4414.No superseded survey control is available for this station.
 DN4414
 DN4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8504188742(NAD 83)
 DN4414
 DN4414_MARKER: I = METAL ROD
 DN4414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4414_STAMPING: 3903 BD 2009
 DN4414_MARK LOGO: MNDT  
 DN4414_PROJECTION: RECESSED 5 CENTIMETERS
 DN4414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4414+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4414_ROD/PIPE-DEPTH:  7.6 meters
 DN4414
 DN4414  HISTORY     - Date     Condition        Report By
 DN4414  HISTORY     - 2009     MONUMENTED       MNDT
 DN4414
 DN4414                          STATION DESCRIPTION
 DN4414
 DN4414'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4414'5.1 MILES SOUTH-SOUTHEAST OF BAUDETTE, 4.9 MILES SOUTH ALONG TRUNK
 DN4414'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11
 DN4414'AT EAST EDGE OF BAUDETTE, AT TRUNK HIGHWAY 72 MILEPOINT 69.8, 26.3
 DN4414'FEET EAST OF TRUNK HIGHWAY 72, 1.2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4415 ***********************************************************************
 DN4415  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4415  DESIGNATION -  3903 BE
 DN4415  PID         -  DN4415
 DN4415  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4415  COUNTRY     -  US
 DN4415  USGS QUAD   -  BAUDETTE (1968)
 DN4415
 DN4415                         *CURRENT SURVEY CONTROL
 DN4415  ______________________________________________________________________
 DN4415* NAD 83(2007) POSITION- 48 39 28.11038(N) 094 33 37.61138(W)   ADJUSTED  
 DN4415* NAD 83(2007) ELLIP HT-   310.554 (meters)        (09/16/11)   ADJUSTED
 DN4415* NAD 83(2007) EPOCH   -  2002.00
 DN4415* NAVD 88 ORTHO HEIGHT -   339.53   (meters)    1113.9   (feet) GPS OBS   
 DN4415  ______________________________________________________________________
 DN4415  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 DN4415  NAD 83(2007) X  -   -335,637.787 (meters)                     COMP
 DN4415  NAD 83(2007) Y  - -4,207,920.425 (meters)                     COMP
 DN4415  NAD 83(2007) Z  -  4,765,740.688 (meters)                     COMP
 DN4415  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 DN4415  HORZ ORDER      -  FIRST
 DN4415  ELLP ORDER      -  FIRST     CLASS I
 DN4415
 DN4415.The horizontal coordinates were established by GPS observations
 DN4415.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4415
 DN4415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4415.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4415
 DN4415.The horizontal coordinates are valid at the epoch date displayed above
 DN4415.which is a decimal equivalence of Year/Month/Day.
 DN4415
 DN4415.The orthometric height was determined by GPS observations and a
 DN4415.high-resolution geoid model using precise GPS observation and
 DN4415.processing techniques.
 DN4415
 DN4415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4415
 DN4415.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4415
 DN4415.The ellipsoidal height was determined by GPS observations
 DN4415.and is referenced to NAD 83.
 DN4415
 DN4415. The following values were computed from the NAD 83(2007) position.
 DN4415
 DN4415;                    North         East     Units Scale Factor Converg.
 DN4415;SPC MN N     -   340,919.231   692,412.029   MT  1.00000607   -1 04 57.0
 DN4415;SPC MN N     - 1,118,499.18  2,271,688.47   sFT  1.00000607   -1 04 57.0
 DN4415;UTM  15      - 5,390,592.077   385,086.884   MT  0.99976223   -1 10 18.0
 DN4415
 DN4415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4415!SPC MN N     -   0.99995133  x   1.00000607  =   0.99995740
 DN4415!UTM  15      -   0.99995133  x   0.99976223  =   0.99971357
 DN4415
 DN4415:                Primary Azimuth Mark                     Grid Az
 DN4415:SPC MN N     -  3903 BD                                  181 19 52.5
 DN4415:UTM  15      -  3903 BD                                  181 25 13.5
 DN4415
 DN4415|---------------------------------------------------------------------|
 DN4415| PID    Reference Object                     Distance      Geod. Az  |
 DN4415|                                                           dddmmss.s |
 DN4415| DN4414 3903 BD                             APPROX. 1.9 KM 1801455.5 |
 DN4415|---------------------------------------------------------------------|
 DN4415
 DN4415                          SUPERSEDED SURVEY CONTROL
 DN4415
 DN4415.No superseded survey control is available for this station.
 DN4415
 DN4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8508690592(NAD 83)
 DN4415
 DN4415_MARKER: I = METAL ROD
 DN4415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4415_STAMPING: 3903 BE 2009
 DN4415_MARK LOGO: MNDT  
 DN4415_PROJECTION: RECESSED 3 CENTIMETERS
 DN4415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4415+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4415_ROD/PIPE-DEPTH: 10.7 meters
 DN4415
 DN4415  HISTORY     - Date     Condition        Report By
 DN4415  HISTORY     - 2009     MONUMENTED       MNDT
 DN4415
 DN4415                          STATION DESCRIPTION
 DN4415
 DN4415'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4415'4.0 MILES SOUTH-SOUTHEAST OF BAUDETTE, 3.8 MILES SOUTH ALONG TRUNK
 DN4415'HIGHWAY 72 FROM THE JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11
 DN4415'AT EAST EDGE OF BAUDETTE, AT TRUNK HIGHWAY 72 MILEPOINT 70.95, 46.1
 DN4415'FEET EAST OF TRUNK HIGHWAY 72, 29.2 FEET SOUTH OF ENTRANCE TO LUND
 DN4415'SUBSTATION, 90.7 FEET SOUTHWEST OF SOUTH POWER POLE NUMBER 145 OF TWO,
 DN4415'1.2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1349 ***********************************************************************
 TC1349  DESIGNATION -  3903 C
 TC1349  PID         -  TC1349
 TC1349  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1349  COUNTRY     -  US
 TC1349  USGS QUAD   -  CHASE BROOK NE (1973)
 TC1349
 TC1349                         *CURRENT SURVEY CONTROL
 TC1349  ______________________________________________________________________
 TC1349* NAD 83(1986) POSITION- 48 25 30.     (N) 094 33 35.     (W)   SCALED    
 TC1349* NAVD 88 ORTHO HEIGHT -   359.229  (meters)    1178.57  (feet) ADJUSTED  
 TC1349  ______________________________________________________________________
 TC1349  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 TC1349  DYNAMIC HEIGHT  -        359.308 (meters)     1178.83  (feet) COMP
 TC1349  MODELED GRAVITY -    980,819.9   (mgal)                       NAVD 88
 TC1349
 TC1349  VERT ORDER      -  SECOND    CLASS I
 TC1349
 TC1349.The horizontal coordinates were scaled from a topographic map and have
 TC1349.an estimated accuracy of +/- 6 seconds.
 TC1349.
 TC1349.The orthometric height was determined by differential leveling and
 TC1349.adjusted in June 1991.
 TC1349
 TC1349.Photographs are available for this station.
 TC1349
 TC1349.The dynamic height is computed by dividing the NAVD 88
 TC1349.geopotential number by the normal gravity value computed on the
 TC1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1349.degrees latitude (g = 980.6199 gals.).
 TC1349
 TC1349.The modeled gravity was interpolated from observed gravity values.
 TC1349
 TC1349;                    North         East    Units  Estimated Accuracy
 TC1349;SPC MN N     -   315,040.      691,980.      MT  (+/- 180 meters Scaled)
 TC1349
 TC1349                          SUPERSEDED SURVEY CONTROL
 TC1349
 TC1349.No superseded survey control is available for this station.
 TC1349
 TC1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP846647(NAD 83)
 TC1349
 TC1349_MARKER: DB = BENCH MARK DISK
 TC1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1349_SP_SET: CONCRETE POST
 TC1349_STAMPING: 3903 C 1960
 TC1349_MARK LOGO: MNHD  
 TC1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1349+STABILITY: SURFACE MOTION
 TC1349
 TC1349  HISTORY     - Date     Condition        Report By
 TC1349  HISTORY     - 1960     MONUMENTED       MNHD
 TC1349  HISTORY     - 1983     GOOD             MNDT
 TC1349
 TC1349                          STATION DESCRIPTION
 TC1349
 TC1349'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1349'20 MI SOUTH FROM BAUDETTE.
 TC1349'THE MARK IS LOCATED ABOUT 20 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1349'THE NE 1/4 OF SECTION 13, T157N, R31W, 20.0 MILES SOUTH ALONG TRUNK
 TC1349'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1349'OF BAUDETTE OR 5.8 MILES SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE
 TC1349'(NUMBER 39001) OVER THE RAPID RIVER OR 4.0 MILES NORTH ALONG TRUNK
 TC1349'HIGHWAY 72 FROM THE SOUTH LAKE OF THE WOODS COUNTY LINE, 75.0 FEET
 TC1349'WEST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT ENGINEERS STATION
 TC1349'1007+15 AND MILEPOINT 54.85, 33 FEET SOUTH OF THE CENTER OF AN
 TC1349'ENTRANCE TO THE WEST, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1349'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---3903 C 1960---, IS
 TC1349'SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS
 TC1349'0.5 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1334 ***********************************************************************
 TC1334  DESIGNATION -  3903 J RESET
 TC1334  PID         -  TC1334
 TC1334  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1334  COUNTRY     -  US
 TC1334  USGS QUAD   -  BAUDETTE SE (1968)
 TC1334
 TC1334                         *CURRENT SURVEY CONTROL
 TC1334  ______________________________________________________________________
 TC1334* NAD 83(1986) POSITION- 48 32 27.1    (N) 094 33 37.3    (W)   HD_HELD2  
 TC1334* NAVD 88 ORTHO HEIGHT -   345.316  (meters)    1132.92  (feet) ADJUSTED  
 TC1334  ______________________________________________________________________
 TC1334  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 TC1334  DYNAMIC HEIGHT  -        345.395 (meters)     1133.18  (feet) COMP
 TC1334  MODELED GRAVITY -    980,831.0   (mgal)                       NAVD 88
 TC1334
 TC1334  VERT ORDER      -  SECOND    CLASS I
 TC1334
 TC1334.The horizontal coordinates were established by autonomous hand held GPS
 TC1334.observations and have an estimated accuracy of +/- 10 meters.
 TC1334.
 TC1334.The orthometric height was determined by differential leveling and
 TC1334.adjusted in June 1991.
 TC1334
 TC1334.Photographs are available for this station.
 TC1334
 TC1334.The dynamic height is computed by dividing the NAVD 88
 TC1334.geopotential number by the normal gravity value computed on the
 TC1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1334.degrees latitude (g = 980.6199 gals.).
 TC1334
 TC1334.The modeled gravity was interpolated from observed gravity values.
 TC1334
 TC1334;                    North         East    Units  Estimated Accuracy
 TC1334;SPC MN N     -   327,917.      692,173.      MT  (+/- 10 meters HH2 GPS)
 TC1334
 TC1334                          SUPERSEDED SURVEY CONTROL
 TC1334
 TC1334.No superseded survey control is available for this station.
 TC1334
 TC1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8482777592(NAD 83)
 TC1334
 TC1334_MARKER: DB = BENCH MARK DISK
 TC1334_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TC1334_SP_SET: CONCRETE POST
 TC1334_STAMPING: 3903 J RESET 1965
 TC1334_MARK LOGO: MNHD  
 TC1334_PROJECTION: PROJECTING 30 CENTIMETERS
 TC1334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1334+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2009
 TC1334
 TC1334  HISTORY     - Date     Condition        Report By
 TC1334  HISTORY     - 1965     MONUMENTED       MNHD
 TC1334  HISTORY     - 1983     GOOD             MNDT
 TC1334  HISTORY     - 20090713 GOOD             MNDT
 TC1334
 TC1334                          STATION DESCRIPTION
 TC1334
 TC1334'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1334'12 MI SOUTH FROM BAUDETTE.
 TC1334'THE MARK IS LOCATED ABOUT 12 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1334'THE NW 1/4 OF SECTION 6, T158N, R30W, 11.75 MILES SOUTH ALONG TRUNK
 TC1334'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1334'OF BAUDETTE OR 0.25 MILE NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE
 TC1334'(NUMBER 39001) OVER THE RAPID RIVER, 75.0 FEET EAST OF THE CENTERLINE
 TC1334'OF TRUNK HIGHWAY 72 AT ENGINEERS STATION 1428+30 AND MILEPOINT 62.85
 TC1334'AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 TC1334'BENCH MARK DISK STAMPED---3903 J RESET 1965---, IS SET IN THE TOP OF
 TC1334'A 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS 1.0 FOOT ABOVE THE
 TC1334'SURFACE OF THE GROUND.
 TC1334
 TC1334                          STATION RECOVERY (2009)
 TC1334
 TC1334'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 TC1334'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1333 ***********************************************************************
 TC1333  DESIGNATION -  3903 K
 TC1333  PID         -  TC1333
 TC1333  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1333  COUNTRY     -  US
 TC1333  USGS QUAD   -  BAUDETTE SE (1968)
 TC1333
 TC1333                         *CURRENT SURVEY CONTROL
 TC1333  ______________________________________________________________________
 TC1333* NAD 83(1986) POSITION- 48 33 15.0    (N) 094 33 38.5    (W)   HD_HELD2  
 TC1333* NAVD 88 ORTHO HEIGHT -   345.424  (meters)    1133.28  (feet) ADJUSTED  
 TC1333  ______________________________________________________________________
 TC1333  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 TC1333  DYNAMIC HEIGHT  -        345.505 (meters)     1133.54  (feet) COMP
 TC1333  MODELED GRAVITY -    980,833.4   (mgal)                       NAVD 88
 TC1333
 TC1333  VERT ORDER      -  SECOND    CLASS I
 TC1333
 TC1333.The horizontal coordinates were established by autonomous hand held GPS
 TC1333.observations and have an estimated accuracy of +/- 10 meters.
 TC1333.
 TC1333.The orthometric height was determined by differential leveling and
 TC1333.adjusted in June 1991.
 TC1333
 TC1333.Photographs are available for this station.
 TC1333
 TC1333.The dynamic height is computed by dividing the NAVD 88
 TC1333.geopotential number by the normal gravity value computed on the
 TC1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1333.degrees latitude (g = 980.6199 gals.).
 TC1333
 TC1333.The modeled gravity was interpolated from observed gravity values.
 TC1333
 TC1333;                    North         East    Units  Estimated Accuracy
 TC1333;SPC MN N     -   329,397.      692,176.      MT  (+/- 10 meters HH2 GPS)
 TC1333
 TC1333                          SUPERSEDED SURVEY CONTROL
 TC1333
 TC1333.No superseded survey control is available for this station.
 TC1333
 TC1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8483379072(NAD 83)
 TC1333
 TC1333_MARKER: DB = BENCH MARK DISK
 TC1333_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TC1333_SP_SET: BRIDGE ABUTMENT
 TC1333_STAMPING: 3903 K 1960
 TC1333_MARK LOGO: MNHD  
 TC1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TC1333+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2009
 TC1333
 TC1333  HISTORY     - Date     Condition        Report By
 TC1333  HISTORY     - 1960     MONUMENTED       MNHD
 TC1333  HISTORY     - 1983     GOOD             MNDT
 TC1333  HISTORY     - 20090713 GOOD             MNDT
 TC1333
 TC1333                          STATION DESCRIPTION
 TC1333
 TC1333'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1333'11 MI SOUTH FROM BAUDETTE.
 TC1333'THE MARK IS LOCATED ABOUT 11 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1333'THE NW 1/4 OF SECTION 31, T159N, R30W, 10.9 MILES SOUTH ALONG TRUNK
 TC1333'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1333'OF BAUDETTE OR 1.2 MILES NORTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE
 TC1333'(NUMBER 39001) OVER THE RAPID RIVER, AT TRUNK HIGHWAY 72 MILEPOINT
 TC1333'63.79, IN THE TOP OF THE SOUTHEAST WINGWALL OF BRIDGE NUMBER 9257
 TC1333'WHICH IS A 57.3 FOOT CHANNEL SPAN OVER A STREAM WITH A 32.6 FOOT
 TC1333'ROADWAY WIDTH THAT WAS BUILT IN 1957.  THE MARK, A STANDARD MNHD
 TC1333'BENCH MARK DISK STAMPED---3903 K 1960---, IS SET FLUSH IN A DRILL
 TC1333'HOLE IN THE TOP OF THE SOUTHEAST WINGWALL OF THE BRIDGE.
 TC1333
 TC1333                          STATION RECOVERY (2009)
 TC1333
 TC1333'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 TC1333'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1319 ***********************************************************************
 TC1319  HT_MOD      -  This is a Height Modernization Survey Station.
 TC1319  DESIGNATION -  3903 R RESET
 TC1319  PID         -  TC1319
 TC1319  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1319  COUNTRY     -  US
 TC1319  USGS QUAD   -  BAUDETTE (1968)
 TC1319
 TC1319                         *CURRENT SURVEY CONTROL
 TC1319  ______________________________________________________________________
 TC1319* NAD 83(2007) POSITION- 48 40 16.14533(N) 094 33 37.88195(W)   ADJUSTED  
 TC1319* NAD 83(2007) ELLIP HT-   307.921 (meters)        (09/16/11)   ADJUSTED
 TC1319* NAD 83(2007) EPOCH   -  2002.00
 TC1319* NAVD 88 ORTHO HEIGHT -   336.90   (meters)    1105.3   (feet) GPS OBS   
 TC1319  ______________________________________________________________________
 TC1319  GEOID HEIGHT    -        -28.98  (meters)                     GEOID09
 TC1319  NAD 83(2007) X  -   -335,554.579 (meters)                     COMP
 TC1319  NAD 83(2007) Y  - -4,206,807.614 (meters)                     COMP
 TC1319  NAD 83(2007) Z  -  4,766,718.753 (meters)                     COMP
 TC1319  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC09
 TC1319  HORZ ORDER      -  FIRST
 TC1319  ELLP ORDER      -  FIRST     CLASS I
 TC1319
 TC1319.The horizontal coordinates were established by GPS observations
 TC1319.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1319
 TC1319.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1319.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1319
 TC1319.The horizontal coordinates are valid at the epoch date displayed above
 TC1319.which is a decimal equivalence of Year/Month/Day.
 TC1319
 TC1319.The orthometric height was determined by GPS observations and a
 TC1319.high-resolution geoid model using precise GPS observation and
 TC1319.processing techniques. It supersedes the leveled height previously
 TC1319.determined for this station.
 TC1319
 TC1319.Photographs are available for this station.
 TC1319
 TC1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1319
 TC1319.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1319
 TC1319.The ellipsoidal height was determined by GPS observations
 TC1319.and is referenced to NAD 83.
 TC1319
 TC1319. The following values were computed from the NAD 83(2007) position.
 TC1319
 TC1319;                    North         East     Units Scale Factor Converg.
 TC1319;SPC MN N     -   342,402.871   692,434.527   MT  1.00000946   -1 04 57.2
 TC1319;SPC MN N     - 1,123,366.75  2,271,762.28   sFT  1.00000946   -1 04 57.2
 TC1319;UTM  15      - 5,392,075.317   385,111.688   MT  0.99976216   -1 10 19.1
 TC1319
 TC1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1319!SPC MN N     -   0.99995175  x   1.00000946  =   0.99996120
 TC1319!UTM  15      -   0.99995175  x   0.99976216  =   0.99971392
 TC1319
 TC1319:                Primary Azimuth Mark                     Grid Az
 TC1319:SPC MN N     -  3903 BE                                  180 52 07.5
 TC1319:UTM  15      -  3903 BE                                  180 57 29.4
 TC1319
 TC1319|---------------------------------------------------------------------|
 TC1319| PID    Reference Object                     Distance      Geod. Az  |
 TC1319|                                                           dddmmss.s |
 TC1319| DN4415 3903 BE                             APPROX. 1.5 KM 1794710.3 |
 TC1319|---------------------------------------------------------------------|
 TC1319
 TC1319                          SUPERSEDED SURVEY CONTROL
 TC1319
 TC1319  NAVD 88 (06/15/91)  337.001  (m)         1105.64   (f) ADJUSTED    2 1
 TC1319
 TC1319.Superseded values are not recommended for survey control.
 TC1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1319.See file dsdata.txt to determine how the superseded data were derived.
 TC1319
 TC1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8511192075(NAD 83)
 TC1319
 TC1319_MARKER: DB = BENCH MARK DISK
 TC1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1319_SP_SET: CONCRETE POST
 TC1319_STAMPING: 3903 R 1967
 TC1319_MARK LOGO: MNHD  
 TC1319_PROJECTION: PROJECTING 8 CENTIMETERS
 TC1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 TC1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1319+STABILITY: SURFACE MOTION
 TC1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1319+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 TC1319
 TC1319  HISTORY     - Date     Condition        Report By
 TC1319  HISTORY     - 1967     MONUMENTED       MNHD
 TC1319  HISTORY     - 1983     GOOD             MNDT
 TC1319  HISTORY     - 20041101 GOOD             MNDT
 TC1319  HISTORY     - 20081125 GOOD             MNDT
 TC1319
 TC1319                          STATION DESCRIPTION
 TC1319
 TC1319'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1319'2.8 MI SOUTH FROM BAUDETTE.
 TC1319'THE MARK IS LOCATED ABOUT 2-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1319'IN THE NW 1/4 OF SECTION 19, T160N, R30W, 2.8 MILES SOUTH ALONG TRUNK
 TC1319'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1319'OF BAUDETTE, 80.0 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72 AT
 TC1319'ENGINEERS STATION 1904+70 AND MILEPOINT 71.90 AND 1.0 FOOT WEST OF A
 TC1319'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 TC1319'STAMPED---3903 R RESET 1967---, IS SET IN THE TOP OF A 6 FOOT LONG
 TC1319'PRECAST CONCRETE POST THAT PROJECTS 0.6 FOOT ABOVE THE SURFACE OF THE
 TC1319'GROUND.
 TC1319
 TC1319                          STATION RECOVERY (2004)
 TC1319
 TC1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DOM)
 TC1319'2.8 MILES SOUTH OF BAUDETTE, 2.8 MILES SOUTH ON TRUNK HIGHWAY 72 FROM
 TC1319'JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11, AT TRUNK HIGHWAY 72
 TC1319'MILEPOINT 71.9, 80 FEET EAST OF TRUNK HIGHWAY 72, 1.0 FEET WEST OF
 TC1319'WITNESS POST
 TC1319
 TC1319                          STATION RECOVERY (2008)
 TC1319
 TC1319'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1319'2.8 MILES SOUTH OF BAUDETTE, 2.8 MILES SOUTH ON TRUNK HIGHWAY 72 FROM
 TC1319'JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11, AT TRUNK HIGHWAY 72
 TC1319'MILEPOINT 71.9, 80 FEET EAST OF TRUNK HIGHWAY 72, 1 FOOT WEST OF
 TC1319'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1316 ***********************************************************************
 TC1316  DESIGNATION -  3903 T RESET
 TC1316  PID         -  TC1316
 TC1316  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1316  COUNTRY     -  US
 TC1316  USGS QUAD   -  BAUDETTE (1968)
 TC1316
 TC1316                         *CURRENT SURVEY CONTROL
 TC1316  ______________________________________________________________________
 TC1316* NAD 83(1986) POSITION- 48 42 02.     (N) 094 33 42.     (W)   SCALED    
 TC1316* NAVD 88 ORTHO HEIGHT -   333.544  (meters)    1094.30  (feet) ADJUSTED  
 TC1316  ______________________________________________________________________
 TC1316  GEOID HEIGHT    -        -29.02  (meters)                     GEOID09
 TC1316  DYNAMIC HEIGHT  -        333.632 (meters)     1094.59  (feet) COMP
 TC1316  MODELED GRAVITY -    980,863.3   (mgal)                       NAVD 88
 TC1316
 TC1316  VERT ORDER      -  SECOND    CLASS I
 TC1316
 TC1316.The horizontal coordinates were scaled from a topographic map and have
 TC1316.an estimated accuracy of +/- 6 seconds.
 TC1316.
 TC1316.The orthometric height was determined by differential leveling and
 TC1316.adjusted in June 1991.
 TC1316
 TC1316.The dynamic height is computed by dividing the NAVD 88
 TC1316.geopotential number by the normal gravity value computed on the
 TC1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1316.degrees latitude (g = 980.6199 gals.).
 TC1316
 TC1316.The modeled gravity was interpolated from observed gravity values.
 TC1316
 TC1316;                    North         East    Units  Estimated Accuracy
 TC1316;SPC MN N     -   345,670.      692,410.      MT  (+/- 180 meters Scaled)
 TC1316
 TC1316                          SUPERSEDED SURVEY CONTROL
 TC1316
 TC1316.No superseded survey control is available for this station.
 TC1316
 TC1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP850953(NAD 83)
 TC1316
 TC1316_MARKER: DB = BENCH MARK DISK
 TC1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1316_SP_SET: CONCRETE POST
 TC1316_STAMPING: 3903 T RESET 1967
 TC1316_MARK LOGO: MNDT  
 TC1316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TC1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1316
 TC1316  HISTORY     - Date     Condition        Report By
 TC1316  HISTORY     - 1967     MONUMENTED       MNHD
 TC1316  HISTORY     - 1983     GOOD             MNDT
 TC1316  HISTORY     - 19980804 SEE DESCRIPTION  MNDT
 TC1316
 TC1316                          STATION DESCRIPTION
 TC1316
 TC1316'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1316'IN BAUDETTE.
 TC1316'THE MARK IS LOCATED AT THE SOUTH EDGE OF THE TOWN OF BAUDETTE, IN THE
 TC1316'SW 1/4 OF SECTION 6, T160N, R30W, 0.75 MILE SOUTH ALONG TRUNK HIGHWAY
 TC1316'72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11, 75.0 FEET WEST OF THE
 TC1316'CENTERLINE OF TRUNK HIGHWAY 72 AT ENGINEERS STATION 2011+35, AT
 TC1316'MILEPOINT 73.95, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1316'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---3903 T RESET 1967---,
 TC1316'IS SET IN THE TOP OF A 6 FOOT LONG PRECAST CONCRETE POST THAT
 TC1316'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
 TC1316
 TC1316                          STATION RECOVERY (1998)
 TC1316
 TC1316'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC1316'SEARCHED FOR, NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1336 ***********************************************************************
 TC1336  DESIGNATION -  3903 V
 TC1336  PID         -  TC1336
 TC1336  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1336  COUNTRY     -  US
 TC1336  USGS QUAD   -  BAUDETTE SE (1968)
 TC1336
 TC1336                         *CURRENT SURVEY CONTROL
 TC1336  ______________________________________________________________________
 TC1336* NAD 83(2007) POSITION- 48 31 36.11652(N) 094 33 39.84921(W)   ADJUSTED  
 TC1336* NAD 83(2007) ELLIP HT-   315.787 (meters)        (09/16/11)   ADJUSTED
 TC1336* NAD 83(2007) EPOCH   -  2002.00
 TC1336* NAVD 88 ORTHO HEIGHT -   344.671  (meters)    1130.81  (feet) ADJUSTED  
 TC1336  ______________________________________________________________________
 TC1336  NAD 83(2007) X  -   -336,553.328 (meters)                     COMP
 TC1336  NAD 83(2007) Y  - -4,218,821.157 (meters)                     COMP
 TC1336  NAD 83(2007) Z  -  4,756,100.996 (meters)                     COMP
 TC1336  LAPLACE CORR    -         -4.44  (seconds)                    DEFLEC09
 TC1336  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 TC1336  DYNAMIC HEIGHT  -        344.750 (meters)     1131.07  (feet) COMP
 TC1336  MODELED GRAVITY -    980,828.9   (mgal)                       NAVD 88
 TC1336
 TC1336  HORZ ORDER      -  FIRST
 TC1336  VERT ORDER      -  SECOND    CLASS I
 TC1336  ELLP ORDER      -  FIRST     CLASS I
 TC1336
 TC1336.The horizontal coordinates were established by GPS observations
 TC1336.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1336
 TC1336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1336.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1336
 TC1336.The horizontal coordinates are valid at the epoch date displayed above
 TC1336.which is a decimal equivalence of Year/Month/Day.
 TC1336
 TC1336.The orthometric height was determined by differential leveling and
 TC1336.adjusted in June 1991.
 TC1336
 TC1336.Photographs are available for this station.
 TC1336
 TC1336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1336
 TC1336.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1336
 TC1336.The ellipsoidal height was determined by GPS observations
 TC1336.and is referenced to NAD 83.
 TC1336
 TC1336.The dynamic height is computed by dividing the NAVD 88
 TC1336.geopotential number by the normal gravity value computed on the
 TC1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1336.degrees latitude (g = 980.6199 gals.).
 TC1336
 TC1336.The modeled gravity was interpolated from observed gravity values.
 TC1336
 TC1336. The following values were computed from the NAD 83(2007) position.
 TC1336
 TC1336;                    North         East     Units Scale Factor Converg.
 TC1336;SPC MN N     -   326,343.234   692,090.685   MT  0.99997571   -1 04 58.7
 TC1336;SPC MN N     - 1,070,677.76  2,270,634.19   sFT  0.99997571   -1 04 58.7
 TC1336;UTM  15      - 5,376,019.910   384,743.234   MT  0.99976321   -1 10 11.2
 TC1336
 TC1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1336!SPC MN N     -   0.99995051  x   0.99997571  =   0.99992622
 TC1336!UTM  15      -   0.99995051  x   0.99976321  =   0.99971373
 TC1336
 TC1336                          SUPERSEDED SURVEY CONTROL
 TC1336
 TC1336  NAVD 88 (09/16/11)  344.67   (m)         1130.8    (f) LEVELING    3  
 TC1336
 TC1336.Superseded values are not recommended for survey control.
 TC1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1336.See file dsdata.txt to determine how the superseded data were derived.
 TC1336
 TC1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8474376019(NAD 83)
 TC1336
 TC1336_MARKER: DB = BENCH MARK DISK
 TC1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC1336_SP_SET: CONCRETE POST
 TC1336_STAMPING: 3903 V 1965
 TC1336_MARK LOGO: MNHD  
 TC1336_PROJECTION: RECESSED 8 CENTIMETERS
 TC1336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1336+STABILITY: SURFACE MOTION
 TC1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1336+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 TC1336
 TC1336  HISTORY     - Date     Condition        Report By
 TC1336  HISTORY     - 1965     MONUMENTED       MNHD
 TC1336  HISTORY     - 1983     GOOD             MNDT
 TC1336  HISTORY     - 20081125 GOOD             MNDT
 TC1336
 TC1336                          STATION DESCRIPTION
 TC1336
 TC1336'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1336'12.7 MI SOUTH FROM BAUDETTE.
 TC1336'THE MARK IS LOCATED ABOUT 12-3/4 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1336'IN THE SE 1/4 OF SECTION 1, T158N, R31W, 12.7 MILES SOUTH ALONG TRUNK
 TC1336'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1336'OF BAUDETTE OR 0.7 MILE SOUTH ALONG TRUNK HIGHWAY 72 FROM ITS BRIDGE
 TC1336'(NUMBER 39001) OVER THE RAPID RIVER, 73.0 FEET WEST OF THE CENTERLINE
 TC1336'OF TRUNK HIGHWAY 72 AT ENGINEERS STATION 1377+80 AND MILEPOINT 61.9
 TC1336'AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 TC1336'BENCH MARK DISK STAMPED---3903 V 1965---, IS SET IN THE TOP OF A 6
 TC1336'FOOT LONG PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 TC1336'GROUND.
 TC1336
 TC1336                          STATION RECOVERY (2008)
 TC1336
 TC1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1336'12.7 MILES SOUTH OF BAUDETTE, 0.7 MILES SOUTH OF TRUNK HIGHWAY 72
 TC1336'BRIDGE 39001 OVER RAPID RIVER, AT TRUNK HIGHWAY 72 MILEPOINT 61.9, 73
 TC1336'FEET WEST OF TRUNK HIGHWAY 72, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1335 ***********************************************************************
 TC1335  DESIGNATION -  3903 W
 TC1335  PID         -  TC1335
 TC1335  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1335  COUNTRY     -  US
 TC1335  USGS QUAD   -  BAUDETTE SE (1968)
 TC1335
 TC1335                         *CURRENT SURVEY CONTROL
 TC1335  ______________________________________________________________________
 TC1335* NAD 83(1986) POSITION- 48 32 11.5    (N) 094 33 38.3    (W)   HD_HELD1  
 TC1335* NAVD 88 ORTHO HEIGHT -   342.026  (meters)    1122.13  (feet) ADJUSTED  
 TC1335  ______________________________________________________________________
 TC1335  GEOID HEIGHT    -        -28.89  (meters)                     GEOID09
 TC1335  DYNAMIC HEIGHT  -        342.104 (meters)     1122.39  (feet) COMP
 TC1335  MODELED GRAVITY -    980,829.9   (mgal)                       NAVD 88
 TC1335
 TC1335  VERT ORDER      -  SECOND    CLASS I
 TC1335
 TC1335.The horizontal coordinates were established by differentially corrected
 TC1335.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TC1335.
 TC1335.The orthometric height was determined by differential leveling and
 TC1335.adjusted in June 1991.
 TC1335
 TC1335.The dynamic height is computed by dividing the NAVD 88
 TC1335.geopotential number by the normal gravity value computed on the
 TC1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1335.degrees latitude (g = 980.6199 gals.).
 TC1335
 TC1335.The modeled gravity was interpolated from observed gravity values.
 TC1335
 TC1335;                    North         East    Units  Estimated Accuracy
 TC1335;SPC MN N     -   327,435.4     692,143.1     MT  (+/- 3 meters HH1 GPS) 
 TC1335
 TC1335                          SUPERSEDED SURVEY CONTROL
 TC1335
 TC1335.No superseded survey control is available for this station.
 TC1335
 TC1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8479777111(NAD 83)
 TC1335
 TC1335_MARKER: DB = BENCH MARK DISK
 TC1335_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 TC1335_SP_SET: BRIDGE WINGWALL
 TC1335_STAMPING: 3903 W 1965
 TC1335_MARK LOGO: MNHD  
 TC1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TC1335
 TC1335  HISTORY     - Date     Condition        Report By
 TC1335  HISTORY     - 1965     MONUMENTED       MNHD
 TC1335  HISTORY     - 1983     GOOD             MNDT
 TC1335
 TC1335                          STATION DESCRIPTION
 TC1335
 TC1335'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1335'12 MI SOUTH FROM BAUDETTE.
 TC1335'THE MARK IS LOCATED ABOUT 12 MILES SOUTH OF THE TOWN OF BAUDETTE, IN
 TC1335'THE NW 1/4 OF SECTION 6, T158N, R30W, 12.0 MILES SOUTH ALONG TRUNK
 TC1335'HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST PART
 TC1335'OF BAUDETTE, AT TRUNK HIGHWAY 72 MILEPOINT 62.6, IN THE TOP OF THE
 TC1335'SOUTHEAST WINGWALL OF BRIDGE NUMBER 39001 WHICH IS A 180.2 FOOT STEEL
 TC1335'BEAM SPAN OVER THE RAPID RIVER WITH A 30.3 FOOT ROADWAY WIDTH THAT
 TC1335'WAS BUILT IN 1964.  THE MARK IS A STANDARD MNHD BENCH MARK DISK
 TC1335'STAMPED---3903 W 1965---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1317 ***********************************************************************
 TC1317  HT_MOD      -  This is a Height Modernization Survey Station.
 TC1317  DESIGNATION -  3903 X
 TC1317  PID         -  TC1317
 TC1317  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1317  COUNTRY     -  US
 TC1317  USGS QUAD   -  BAUDETTE (1968)
 TC1317
 TC1317                         *CURRENT SURVEY CONTROL
 TC1317  ______________________________________________________________________
 TC1317* NAD 83(2007) POSITION- 48 41 28.09464(N) 094 33 40.06289(W)   ADJUSTED  
 TC1317* NAD 83(2007) ELLIP HT-   306.155 (meters)        (09/16/11)   ADJUSTED
 TC1317* NAD 83(2007) EPOCH   -  2002.00
 TC1317* NAVD 88 ORTHO HEIGHT -   335.17   (meters)    1099.6   (feet) GPS OBS   
 TC1317  ______________________________________________________________________
 TC1317  GEOID HEIGHT    -        -29.01  (meters)                     GEOID09
 TC1317  NAD 83(2007) X  -   -335,466.220 (meters)                     COMP
 TC1317  NAD 83(2007) Y  - -4,205,138.904 (meters)                     COMP
 TC1317  NAD 83(2007) Z  -  4,768,184.904 (meters)                     COMP
 TC1317  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 TC1317  HORZ ORDER      -  FIRST
 TC1317  ELLP ORDER      -  FIRST     CLASS I
 TC1317
 TC1317.The horizontal coordinates were established by GPS observations
 TC1317.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC1317
 TC1317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC1317.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC1317
 TC1317.The horizontal coordinates are valid at the epoch date displayed above
 TC1317.which is a decimal equivalence of Year/Month/Day.
 TC1317
 TC1317.The orthometric height was determined by GPS observations and a
 TC1317.high-resolution geoid model using precise GPS observation and
 TC1317.processing techniques. It supersedes the leveled height previously
 TC1317.determined for this station.
 TC1317
 TC1317.Photographs are available for this station.
 TC1317
 TC1317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC1317
 TC1317.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC1317
 TC1317.The ellipsoidal height was determined by GPS observations
 TC1317.and is referenced to NAD 83.
 TC1317
 TC1317. The following values were computed from the NAD 83(2007) position.
 TC1317
 TC1317;                    North         East     Units Scale Factor Converg.
 TC1317;SPC MN N     -   344,625.849   692,431.923   MT  1.00001463   -1 04 58.9
 TC1317;SPC MN N     - 1,130,659.97  2,271,753.73   sFT  1.00001463   -1 04 58.9
 TC1317;UTM  15      - 5,394,297.741   385,112.559   MT  0.99976216   -1 10 22.0
 TC1317
 TC1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC1317!SPC MN N     -   0.99995202  x   1.00001463  =   0.99996665
 TC1317!UTM  15      -   0.99995202  x   0.99976216  =   0.99971419
 TC1317
 TC1317                          SUPERSEDED SURVEY CONTROL
 TC1317
 TC1317  NAVD 88 (06/15/91)  335.138  (m)         1099.53   (f) ADJUSTED    2 1
 TC1317
 TC1317.Superseded values are not recommended for survey control.
 TC1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC1317.See file dsdata.txt to determine how the superseded data were derived.
 TC1317
 TC1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8511294297(NAD 83)
 TC1317
 TC1317_MARKER: DB = BENCH MARK DISK
 TC1317_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 TC1317+WITH SETTING: INFORMATION.
 TC1317_SP_SET: SHALLOW SET METAL ROD
 TC1317_STAMPING: 3903 X 1983
 TC1317_MARK LOGO: MNDT  
 TC1317_PROJECTION: FLUSH
 TC1317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TC1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC1317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC1317+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2008
 TC1317
 TC1317  HISTORY     - Date     Condition        Report By
 TC1317  HISTORY     - 1983     MONUMENTED       MNDT
 TC1317  HISTORY     - 20081125 GOOD             MNDT
 TC1317
 TC1317                          STATION DESCRIPTION
 TC1317
 TC1317'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1317'1.5 MI SOUTH FROM BAUDETTE.
 TC1317'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1317'NEAR THE EAST 1/4 OF SECTION 12, T160N, R31W, 1.5 MILES SOUTH ALONG
 TC1317'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1317'PART OF BAUDETTE, 78.0 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 TC1317'72 AT MILEPOINT 73.3, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  THE
 TC1317'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---3903 X
 TC1317'1983---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 TC1317'COPPER CLAD STEEL ROD SET IN CONCRETE THAT IS FLUSH WITH THE SURFACE
 TC1317'OF THE GROUND AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 TC1317
 TC1317                          STATION RECOVERY (2008)
 TC1317
 TC1317'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DJS)
 TC1317'1.5 MILES SOUTH OF BAUDETTE, 1.5 MILES SOUTH ON TRUNK HIGHWAY 72 FROM
 TC1317'JUNCTION OF TRUNK HIGHWAY 72 AND TRUNK HIGHWAY 11, AT TRUNK HIGHWAY 72
 TC1317'MILEPOINT 73.28, 78 FEET WEST OF TRUNK HIGHWAY 72, 1.0 FEET EAST OF
 TC1317'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC1323 ***********************************************************************
 TC1323  DESIGNATION -  3903 Z
 TC1323  PID         -  TC1323
 TC1323  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC1323  COUNTRY     -  US
 TC1323  USGS QUAD   -  BAUDETTE (1968)
 TC1323
 TC1323                         *CURRENT SURVEY CONTROL
 TC1323  ______________________________________________________________________
 TC1323* NAD 83(1986) POSITION- 48 38 57.     (N) 094 33 29.     (W)   SCALED    
 TC1323* NAVD 88 ORTHO HEIGHT -   339.042  (meters)    1112.34  (feet) ADJUSTED  
 TC1323  ______________________________________________________________________
 TC1323  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 TC1323  DYNAMIC HEIGHT  -        339.128 (meters)     1112.62  (feet) COMP
 TC1323  MODELED GRAVITY -    980,854.8   (mgal)                       NAVD 88
 TC1323
 TC1323  VERT ORDER      -  SECOND    CLASS I
 TC1323
 TC1323.The horizontal coordinates were scaled from a topographic map and have
 TC1323.an estimated accuracy of +/- 6 seconds.
 TC1323.
 TC1323.The orthometric height was determined by differential leveling and
 TC1323.adjusted in June 1991.
 TC1323
 TC1323.The dynamic height is computed by dividing the NAVD 88
 TC1323.geopotential number by the normal gravity value computed on the
 TC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC1323.degrees latitude (g = 980.6199 gals.).
 TC1323
 TC1323.The modeled gravity was interpolated from observed gravity values.
 TC1323
 TC1323;                    North         East    Units  Estimated Accuracy
 TC1323;SPC MN N     -   339,960.      692,570.      MT  (+/- 180 meters Scaled)
 TC1323
 TC1323                          SUPERSEDED SURVEY CONTROL
 TC1323
 TC1323.No superseded survey control is available for this station.
 TC1323
 TC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP852896(NAD 83)
 TC1323
 TC1323_MARKER: DB = BENCH MARK DISK
 TC1323_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 TC1323_SP_SET: CONCRETE FOOTING OF POWER LINE
 TC1323_STAMPING: 3903 Z 1983
 TC1323_MARK LOGO: MNDT  
 TC1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC1323+STABILITY: SURFACE MOTION
 TC1323
 TC1323  HISTORY     - Date     Condition        Report By
 TC1323  HISTORY     - 1983     MONUMENTED       MNDT
 TC1323
 TC1323                          STATION DESCRIPTION
 TC1323
 TC1323'DESCRIBED BY MN DEPT OF TRANSP 1983
 TC1323'4.35 MI SOUTH FROM BAUDETTE.
 TC1323'THE MARK IS LOCATED ABOUT 4-1/3 MILES SOUTH OF THE TOWN OF BAUDETTE,
 TC1323'NEAR THE WEST 1/4 OF SECTION 30, T160N, R30W, 4.35 MILES SOUTH ALONG
 TC1323'TRUNK HIGHWAY 72 FROM ITS JUNCTION WITH TRUNK HIGHWAY 11 IN THE EAST
 TC1323'PART OF BAUDETTE, 237 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 72
 TC1323'AT MILEPOINT 70.45, ON THE TOP OF THE WEST EDGE OF THE SOUTH FOOTING
 TC1323'FOR A STEEL POWER LINE STRUCTURE, AND 2.0 FEET NORTH OF A STEEL
 TC1323'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 TC1323'DISK STAMPED---3903 Z 1983---, IS SET FLUSH IN A DRILL HOLE IN THE
 TC1323'TOP OF THE CONCRETE FOOTING AND IS ABOUT 2 FEET BELOW THE LEVEL OF
 TC1323'TRUNK HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0235 ***********************************************************************
 TC0235  DESIGNATION -  3904 A
 TC0235  PID         -  TC0235
 TC0235  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0235  COUNTRY     -  US
 TC0235  USGS QUAD   -  BAUDETTE (1968)
 TC0235
 TC0235                         *CURRENT SURVEY CONTROL
 TC0235  ______________________________________________________________________
 TC0235* NAD 83(2007) POSITION- 48 42 53.77309(N) 094 37 11.31956(W)   ADJUSTED  
 TC0235* NAD 83(2007) ELLIP HT-   302.705 (meters)        (02/10/07)   ADJUSTED
 TC0235* NAD 83(2007) EPOCH   -  2002.00
 TC0235* NAVD 88 ORTHO HEIGHT -   331.697  (meters)    1088.24  (feet) ADJUSTED  
 TC0235  ______________________________________________________________________
 TC0235  NAD 83(2007) X  -   -339,612.609 (meters)                     COMP
 TC0235  NAD 83(2007) Y  - -4,202,808.816 (meters)                     COMP
 TC0235  NAD 83(2007) Z  -  4,769,929.055 (meters)                     COMP
 TC0235  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 TC0235  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 TC0235  DYNAMIC HEIGHT  -        331.785 (meters)     1088.53  (feet) COMP
 TC0235  MODELED GRAVITY -    980,865.6   (mgal)                       NAVD 88
 TC0235
 TC0235  VERT ORDER      -  SECOND    CLASS I
 TC0235
 TC0235  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC0235  Type                                         Horiz  Ellip  Dist(km)
 TC0235  -------------------------------------------------------------------
 TC0235  NETWORK                                       0.52   0.67
 TC0235  -------------------------------------------------------------------
 TC0235  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.51      1.72
 TC0235  -------------------------------------------------------------------
 TC0235  NOTE: Click here for information on individual local accuracy
 TC0235  values and other accuracy information.
 TC0235
 TC0235
 TC0235.The horizontal coordinates were established by GPS observations
 TC0235.and adjusted by the National Geodetic Survey in February 2007.
 TC0235
 TC0235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC0235.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC0235
 TC0235.The horizontal coordinates are valid at the epoch date displayed above
 TC0235.which is a decimal equivalence of Year/Month/Day.
 TC0235
 TC0235.The orthometric height was determined by differential leveling and
 TC0235.adjusted in August 2003.
 TC0235
 TC0235.No vertical observational check was made to the station.
 TC0235
 TC0235.Photographs are available for this station.
 TC0235
 TC0235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0235
 TC0235.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC0235
 TC0235.The ellipsoidal height was determined by GPS observations
 TC0235.and is referenced to NAD 83.
 TC0235
 TC0235.The dynamic height is computed by dividing the NAVD 88
 TC0235.geopotential number by the normal gravity value computed on the
 TC0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0235.degrees latitude (g = 980.6199 gals.).
 TC0235
 TC0235.The modeled gravity was interpolated from observed gravity values.
 TC0235
 TC0235. The following values were computed from the NAD 83(2007) position.
 TC0235
 TC0235;                    North         East     Units Scale Factor Converg.
 TC0235;SPC MN N     -   347,355.293   688,164.312   MT  1.00002096   -1 07 35.4
 TC0235;SPC MN N     - 1,139,614.82  2,257,752.41   sFT  1.00002096   -1 07 35.4
 TC0235;UTM  15      - 5,397,033.223   380,850.319   MT  0.99977441   -1 13 02.4
 TC0235
 TC0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0235!SPC MN N     -   0.99995256  x   1.00002096  =   0.99997352
 TC0235!UTM  15      -   0.99995256  x   0.99977441  =   0.99972698
 TC0235
 TC0235                          SUPERSEDED SURVEY CONTROL
 TC0235
 TC0235  NAD 83(1996)-  48 42 53.77299(N)    094 37 11.31938(W) AD(       ) 1
 TC0235  ELLIP H (03/29/02)  302.707  (m)                       GP(       ) 4 1
 TC0235  NAVD 88 (09/15/11)  331.70   (m)         1088.3    (f) LEVELING    3  
 TC0235  NAVD 88 (03/29/02)  331.66   (m)         1088.1    (f) LEVELING    3  
 TC0235  NAVD 88 (06/15/91)  331.663  (m)         1088.13   (f) SUPERSEDED  1 2
 TC0235  NGVD 29 (??/??/92)  331.297  (m)         1086.93   (f) ADJ UNCH    1 2
 TC0235
 TC0235.Superseded values are not recommended for survey control.
 TC0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0235.See file dsdata.txt to determine how the superseded data were derived.
 TC0235
 TC0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8085097033(NAD 83)
 TC0235
 TC0235_MARKER: DB = BENCH MARK DISK
 TC0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0235_SP_SET: MONUMENT
 TC0235_STAMPING: 3904 A 1959
 TC0235_MARK LOGO: MNHD  
 TC0235_PROJECTION: PROJECTING 15 CENTIMETERS
 TC0235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0235+STABILITY: SURFACE MOTION
 TC0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0235+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2011
 TC0235
 TC0235  HISTORY     - Date     Condition        Report By
 TC0235  HISTORY     - 1959     MONUMENTED       MNHD
 TC0235  HISTORY     - 1972     GOOD             MNDT
 TC0235  HISTORY     - 1981     GOOD             NGS
 TC0235  HISTORY     - 19980113 GOOD             MNDT
 TC0235  HISTORY     - 19980804 GOOD             MNDT
 TC0235  HISTORY     - 20060712 GOOD             MNDT
 TC0235  HISTORY     - 20090609 GOOD             MNDT
 TC0235  HISTORY     - 20110119 GOOD             MNDT
 TC0235
 TC0235                          STATION DESCRIPTION
 TC0235
 TC0235'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0235'1 MI W FROM BAUDETTE.
 TC0235'MARK IS LOCATED 1.0 MILES WEST ALONG T.H. 11 FROM THE JUNCTION OF T.H.
 TC0235'11 AND T.H. 72 (NORTH) IN BAUDETTE, THENCE 0.05 MILES NORTH ALONG T.H.
 TC0235'172, 75 FEET WEST OF AND 5 FEET LOWER THAN THE CENTERLINE OF T.H. 172,
 TC0235'65.5 FEET NORTHWEST OF A RAILROAD CROSSING SIGNAL, 49.8 FEET NORTH OF
 TC0235'THE NORTH RAIL OF THE CANADIAN NATIONAL RAILWAY, 9.2 FEET SOUTH OF
 TC0235'POWER POLE NO. 7, 3.8 FEET SOUTH OF A FENCE CORNER, 0.5 FEET EAST OF A
 TC0235'STEEL WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 6
 TC0235'INCHES ABOVE GROUND.  SW 1/4 SECT 34 .T 161 .R 31.
 TC0235
 TC0235                          STATION RECOVERY (1981)
 TC0235
 TC0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0235'RECOVERED IN GOOD CONDITION.
 TC0235
 TC0235                          STATION RECOVERY (1998)
 TC0235
 TC0235'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (WAS)
 TC0235'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 TC0235
 TC0235                          STATION RECOVERY (1998)
 TC0235
 TC0235'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC0235'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) WEST ON TH 11 FROM JCT OF TH
 TC0235'11 AND TH 72 NORTH IN BAUDETTE, 0.05 MI (0.08 KM) NORTH OF TH 11, 75
 TC0235'FT (22.9 M) WEST OF TH 172, 65.5 FT (20.0 M) NW OF RR CROSSING SIGNAL,
 TC0235'49.8 FT (15.2 M) NORTH OF NORTH RAIL OF RR TRACKS, 9.2 FT (2.8 M)
 TC0235'SOUTH OF P-POLE 7, 3.8 FT (1.2 M) ENE OF FENCE COR, 5.4 FT (1.6 M) NE
 TC0235'OF P-POLE, 0.5 FT (15.2 CM) EAST OF WIT POST.
 TC0235
 TC0235                          STATION RECOVERY (2006)
 TC0235
 TC0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRM)
 TC0235'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST-NORTHWEST OF
 TC0235'CLEMENTSON, 5.3 MI (8.5 KM) EAST OF PITT AND 0.9 MI (1.4 KM) WEST OF
 TC0235'BAUDETTE.
 TC0235' 
 TC0235'FROM THE JUNCTION OF TRUNK HIGHWAY 11 AND TRUNK HIGHWAY 72 NORTH IN
 TC0235'BAUDETTE GO 1.0 MI (1.6 KM) WEST ON TRUNK HIGHWAY 11.
 TC0235' 
 TC0235'THE MARK IS 161 FT (49.1 M) NORTH OF TRUNK HIGHWAY 11, 75 FT (22.9 M)
 TC0235'WEST OF TRUNK HIGHWAY 172, 65.5 FT (20.0 M) NORTHWEST OF A RAILROAD
 TC0235'CROSSING SIGNAL, 49.8 FT (15.2 M) NORTH OF NORTH RAIL OF RAILROAD
 TC0235'TRACKS, 9.2 FT (2.8 M) SOUTH OF POWER POLE 7, 3.8 FT (1.2 M)
 TC0235'EAST-NORTHEAST OF A FENCE CORNER, 5.4 FT (1.6 M) NORTHEAST OF POWER
 TC0235'POLE, 0.5 FT (0.2 M) EAST OF A WITNESS POST.
 TC0235
 TC0235                          STATION RECOVERY (2009)
 TC0235
 TC0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 TC0235'1.0 MILE WEST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11
 TC0235'AND TRUNK HIGHWAY 72 NORTH IN BAUDETTE, 161 FEET NORTH OF TRUNK
 TC0235'HIGHWAY 11, 75 FEET WEST OF TRUNK HIGHWAY 172, 65.5 FEET NORTHWEST OF
 TC0235'RAILROAD CROSSING SIGNAL, 35 FEET NORTH OF NORTH RAIL OF RAILROAD
 TC0235'TRACKS, 9.2 FEET SOUTH OF POWER POLE 7, 3.8 FEET EAST-NORTHEAST OF
 TC0235'FENCE CORNER, 5.4 FEET NORTHEAST OF POWER POLE, 0.5 FOOT EAST OF
 TC0235'WITNESS POST.
 TC0235
 TC0235                          STATION RECOVERY (2011)
 TC0235
 TC0235'RECOVERY NOTE BY MN DEPT OF TRANSP 2011 (KMS)
 TC0235'1.0 MILE WEST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11
 TC0235'AND TRUNK HIGHWAY 72 NORTH IN BAUDETTE, 161 FEET NORTH OF TRUNK
 TC0235'HIGHWAY 11, 75 FEET WEST OF TRUNK HIGHWAY 172, 65.5 FEET NORTHWEST OF
 TC0235'RAILROAD CROSSING SIGNAL, 35 FEET NORTH OF NORTH RAIL OF RAILROAD
 TC0235'TRACKS, 9.2 FEET SOUTH OF POWER POLE 7, 3.8 FEET EAST-NORTHEAST OF
 TC0235'FENCE CORNER, 5.4 FEET NORTHEAST OF POWER POLE, 0.5 FOOT EAST OF
 TC0235'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0236 ***********************************************************************
 TC0236  HT_MOD      -  This is a Height Modernization Survey Station.
 TC0236  DESIGNATION -  3904 B
 TC0236  PID         -  TC0236
 TC0236  STATE/COUNTY-  MN/LAKE OF THE WOODS
 TC0236  COUNTRY     -  US
 TC0236  USGS QUAD   -  BAUDETTE (1968)
 TC0236
 TC0236                         *CURRENT SURVEY CONTROL
 TC0236  ______________________________________________________________________
 TC0236* NAD 83(2007) POSITION- 48 43 42.25697(N) 094 37 14.20098(W)   ADJUSTED  
 TC0236* NAD 83(2007) ELLIP HT-   301.331 (meters)        (09/16/11)   ADJUSTED
 TC0236* NAD 83(2007) EPOCH   -  2002.00
 TC0236* NAVD 88 ORTHO HEIGHT -   330.36   (meters)    1083.9   (feet) GPS OBS   
 TC0236  ______________________________________________________________________
 TC0236  GEOID HEIGHT    -        -29.03  (meters)                     GEOID09
 TC0236  NAD 83(2007) X  -   -339,580.574 (meters)                     COMP
 TC0236  NAD 83(2007) Y  - -4,201,681.252 (meters)                     COMP
 TC0236  NAD 83(2007) Z  -  4,770,916.109 (meters)                     COMP
 TC0236  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC09
 TC0236  HORZ ORDER      -  FIRST
 TC0236  ELLP ORDER      -  FIRST     CLASS I
 TC0236
 TC0236.The horizontal coordinates were established by GPS observations
 TC0236.and adjusted by the MN DEPT OF TRANSP in September 2011.
 TC0236
 TC0236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC0236.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC0236
 TC0236.The horizontal coordinates are valid at the epoch date displayed above
 TC0236.which is a decimal equivalence of Year/Month/Day.
 TC0236
 TC0236.The orthometric height was determined by GPS observations and a
 TC0236.high-resolution geoid model using precise GPS observation and
 TC0236.processing techniques. It supersedes the leveled height previously
 TC0236.determined for this station.
 TC0236
 TC0236.WARNING-Repeat measurements at this control monument indicate possible
 TC0236.vertical movement.
 TC0236
 TC0236.Photographs are available for this station.
 TC0236
 TC0236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0236
 TC0236.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC0236
 TC0236.The ellipsoidal height was determined by GPS observations
 TC0236.and is referenced to NAD 83.
 TC0236
 TC0236. The following values were computed from the NAD 83(2007) position.
 TC0236
 TC0236;                    North         East     Units Scale Factor Converg.
 TC0236;SPC MN N     -   348,853.867   688,134.883   MT  1.00002462   -1 07 37.6
 TC0236;SPC MN N     - 1,144,531.40  2,257,655.86   sFT  1.00002462   -1 07 37.6
 TC0236;UTM  15      - 5,398,531.470   380,823.275   MT  0.99977449   -1 13 05.4
 TC0236
 TC0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0236!SPC MN N     -   0.99995278  x   1.00002462  =   0.99997740
 TC0236!UTM  15      -   0.99995278  x   0.99977449  =   0.99972728
 TC0236
 TC0236|---------------------------------------------------------------------|
 TC0236| PID    Reference Object                     Distance      Geod. Az  |
 TC0236|                                                           dddmmss.s |
 TC0236| AI9686 BDE B                               379.385 METERS 34632     |
 TC0236|---------------------------------------------------------------------|
 TC0236
 TC0236                          SUPERSEDED SURVEY CONTROL
 TC0236
 TC0236  NAVD 88 (06/15/91)  330.150  (m)         1083.17   (f) ADJUSTED    1 2
 TC0236  NGVD 29 (??/??/92)  329.755  (m)         1081.87   (f) ADJ UNCH    1 2
 TC0236
 TC0236.Superseded values are not recommended for survey control.
 TC0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0236.See file dsdata.txt to determine how the superseded data were derived.
 TC0236
 TC0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP8082398531(NAD 83)
 TC0236
 TC0236_MARKER: DB = BENCH MARK DISK
 TC0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0236_SP_SET: MONUMENT
 TC0236_STAMPING: 3904 B 1959
 TC0236_MARK LOGO: MNHD  
 TC0236_PROJECTION: PROJECTING 18 CENTIMETERS
 TC0236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0236+STABILITY: SURFACE MOTION
 TC0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0236+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 TC0236
 TC0236  HISTORY     - Date     Condition        Report By
 TC0236  HISTORY     - 1959     MONUMENTED       MNHD
 TC0236  HISTORY     - 1972     GOOD             MNDT
 TC0236  HISTORY     - 1981     GOOD             NGS
 TC0236  HISTORY     - 20060712 GOOD             MNDT
 TC0236  HISTORY     - 20090609 GOOD             MNDT
 TC0236
 TC0236                          STATION DESCRIPTION
 TC0236
 TC0236'DESCRIBED BY MN DEPT OF TRANSP 1972
 TC0236'1.5 MI NW FROM BAUDETTE.
 TC0236'MARK IS LOCATED 1.0 MILES WEST ALONG TH 11 FROM THE JUNCTION OF TH 11
 TC0236'AND TH 72 (NORTH) IN BAUDETTE, THENCE, 0.95 MILES NORTH ALONG TH 172,
 TC0236'180 FEET SOUTHEAST OF TH 172 MILE POST NO. 1, 75 FEET EAST OF, AND 5
 TC0236'FEET LOWER THAN THE CENTERLINE OF TH 172, 65 FEET SOUTHWEST OF THE
 TC0236'CENTER OF A TOWNSHIP ROAD (OLD TH 72), 1 FOOT WEST OF A STEEL WITNESS
 TC0236'POST, IN A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 TC0236'GROUND.  NW 1/4 SECTION 34 .T 161 .R 31.
 TC0236
 TC0236                          STATION RECOVERY (1981)
 TC0236
 TC0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 TC0236'RECOVERED IN GOOD CONDITION.
 TC0236
 TC0236                          STATION RECOVERY (2006)
 TC0236
 TC0236'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DRM)
 TC0236'1.0 MILES WEST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11
 TC0236'AND TRUNK HIGHWAY 72 NORTH IN BAUDETTE TO JUNCTION OF TRUNK HIGHWAY 11
 TC0236'AND TRUNK HIGHWAY 172 NORTH THEN 0.95 MILES NORTH ON TRUNK HIGHWAY
 TC0236'172, 75 FEET EAST OF TRUNK HIGHWAY 172, 180 FEET SOUTHEAST OF TRUNK
 TC0236'HIGHWAY 172 MILEPOST 1, 65 FEET SOUTHWEST OF COUNTY ROAD 377, 41.1
 TC0236'FEET SOUTH OF POWER POLE, 1.0 FEET WEST OF WITNESS POST
 TC0236
 TC0236                          STATION RECOVERY (2009)
 TC0236
 TC0236'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 TC0236'1.0 MILES WEST ON TRUNK HIGHWAY 11 FROM JUNCTION OF TRUNK HIGHWAY 11
 TC0236'AND TRUNK HIGHWAY 72 NORTH IN BAUDETTE TO JUNCTION OF TRUNK HIGHWAY 11
 TC0236'AND TRUNK HIGHWAY 172 NORTH THEN 0.95 MILES NORTH ON TRUNK HIGHWAY
 TC0236'172, 75 FEET EAST OF TRUNK HIGHWAY 172, 180 FEET SOUTHEAST OF TRUNK
 TC0236'HIGHWAY 172 MILEPOST 1, 65 FEET SOUTHWEST OF COUNTY ROAD 377, 41.1
 TC0236'FEET SOUTH OF POWER POLE, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4416 ***********************************************************************
 DN4416  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4416  DESIGNATION -  3904 K
 DN4416  PID         -  DN4416
 DN4416  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4416  COUNTRY     -  US
 DN4416  USGS QUAD   -  WHEELERS POINT (1967)
 DN4416
 DN4416                         *CURRENT SURVEY CONTROL
 DN4416  ______________________________________________________________________
 DN4416* NAD 83(2007) POSITION- 48 46 34.46670(N) 094 43 05.10852(W)   ADJUSTED  
 DN4416* NAD 83(2007) ELLIP HT-   300.438 (meters)        (09/16/11)   ADJUSTED
 DN4416* NAD 83(2007) EPOCH   -  2002.00
 DN4416* NAVD 88 ORTHO HEIGHT -   329.49   (meters)    1081.0   (feet) GPS OBS   
 DN4416  ______________________________________________________________________
 DN4416  GEOID HEIGHT    -        -29.06  (meters)                     GEOID09
 DN4416  NAD 83(2007) X  -   -346,399.134 (meters)                     COMP
 DN4416  NAD 83(2007) Y  - -4,197,110.607 (meters)                     COMP
 DN4416  NAD 83(2007) Z  -  4,774,422.899 (meters)                     COMP
 DN4416  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 DN4416  HORZ ORDER      -  FIRST
 DN4416  ELLP ORDER      -  FIRST     CLASS I
 DN4416
 DN4416.The horizontal coordinates were established by GPS observations
 DN4416.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4416
 DN4416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4416.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4416
 DN4416.The horizontal coordinates are valid at the epoch date displayed above
 DN4416.which is a decimal equivalence of Year/Month/Day.
 DN4416
 DN4416.The orthometric height was determined by GPS observations and a
 DN4416.high-resolution geoid model using precise GPS observation and
 DN4416.processing techniques.
 DN4416
 DN4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4416
 DN4416.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4416
 DN4416.The ellipsoidal height was determined by GPS observations
 DN4416.and is referenced to NAD 83.
 DN4416
 DN4416. The following values were computed from the NAD 83(2007) position.
 DN4416
 DN4416;                    North         East     Units Scale Factor Converg.
 DN4416;SPC MN N     -   354,318.054   681,076.464   MT  1.00003806   -1 11 57.7
 DN4416;SPC MN N     - 1,162,458.48  2,234,498.37   sFT  1.00003806   -1 11 57.7
 DN4416;UTM  15      - 5,404,005.642   373,775.380   MT  0.99979574   -1 17 32.7
 DN4416
 DN4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4416!SPC MN N     -   0.99995292  x   1.00003806  =   0.99999098
 DN4416!UTM  15      -   0.99995292  x   0.99979574  =   0.99974867
 DN4416
 DN4416                          SUPERSEDED SURVEY CONTROL
 DN4416
 DN4416.No superseded survey control is available for this station.
 DN4416
 DN4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7377504005(NAD 83)
 DN4416
 DN4416_MARKER: I = METAL ROD
 DN4416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4416_STAMPING: 3904 K 2009
 DN4416_MARK LOGO: MNDT  
 DN4416_PROJECTION: RECESSED 5 CENTIMETERS
 DN4416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4416+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4416_ROD/PIPE-DEPTH:  9.1 meters
 DN4416
 DN4416  HISTORY     - Date     Condition        Report By
 DN4416  HISTORY     - 2009     MONUMENTED       MNDT
 DN4416
 DN4416                          STATION DESCRIPTION
 DN4416
 DN4416'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4416'8.0 MILES NORTHWEST OF BAUDETTE, 6.8 MILES NORTHWEST ALONG TRUNK
 DN4416'HIGHWAY 172 FROM THE JUNCTION OF TRUNK HIGHWAY 172 AND TRUNK HIGHWAY
 DN4416'11 AT WEST EDGE OF BAUDETTE, AT TRUNK HIGHWAY 172 MILEPOINT 6.8, 26.7
 DN4416'FEET NORTHWEST OF COUNTY ROAD 6, 90 FEET NORTHWEST OF TRUNK HIGHWAY
 DN4416'172, 47.3 FEET SOUTHEAST OF POWER POLE, 1.2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4417 ***********************************************************************
 DN4417  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4417  DESIGNATION -  3904 L
 DN4417  PID         -  DN4417
 DN4417  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4417  COUNTRY     -  US
 DN4417  USGS QUAD   -  WHEELERS POINT (1967)
 DN4417
 DN4417                         *CURRENT SURVEY CONTROL
 DN4417  ______________________________________________________________________
 DN4417* NAD 83(2007) POSITION- 48 47 36.71756(N) 094 43 05.86584(W)   ADJUSTED  
 DN4417* NAD 83(2007) ELLIP HT-   299.781 (meters)        (09/16/11)   ADJUSTED
 DN4417* NAD 83(2007) EPOCH   -  2002.00
 DN4417* NAVD 88 ORTHO HEIGHT -   328.87   (meters)    1079.0   (feet) GPS OBS   
 DN4417  ______________________________________________________________________
 DN4417  GEOID HEIGHT    -        -29.10  (meters)                     GEOID09
 DN4417  NAD 83(2007) X  -   -346,295.516 (meters)                     COMP
 DN4417  NAD 83(2007) Y  - -4,195,667.211 (meters)                     COMP
 DN4417  NAD 83(2007) Z  -  4,775,689.477 (meters)                     COMP
 DN4417  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC09
 DN4417  HORZ ORDER      -  FIRST
 DN4417  ELLP ORDER      -  FIRST     CLASS I
 DN4417
 DN4417.The horizontal coordinates were established by GPS observations
 DN4417.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4417
 DN4417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4417.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4417
 DN4417.The horizontal coordinates are valid at the epoch date displayed above
 DN4417.which is a decimal equivalence of Year/Month/Day.
 DN4417
 DN4417.The orthometric height was determined by GPS observations and a
 DN4417.high-resolution geoid model using precise GPS observation and
 DN4417.processing techniques.
 DN4417
 DN4417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4417
 DN4417.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4417
 DN4417.The ellipsoidal height was determined by GPS observations
 DN4417.and is referenced to NAD 83.
 DN4417
 DN4417. The following values were computed from the NAD 83(2007) position.
 DN4417
 DN4417;                    North         East     Units Scale Factor Converg.
 DN4417;SPC MN N     -   356,240.990   681,101.262   MT  1.00004309   -1 11 58.2
 DN4417;SPC MN N     - 1,168,767.31  2,234,579.72   sFT  1.00004309   -1 11 58.2
 DN4417;UTM  15      - 5,405,928.065   373,803.300   MT  0.99979565   -1 17 34.5
 DN4417
 DN4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4417!SPC MN N     -   0.99995302  x   1.00004309  =   0.99999611
 DN4417!UTM  15      -   0.99995302  x   0.99979565  =   0.99974868
 DN4417
 DN4417:                Primary Azimuth Mark                     Grid Az
 DN4417:SPC MN N     -  3904 M                                   359 13 25.7
 DN4417:UTM  15      -  3904 M                                   359 19 02.0
 DN4417
 DN4417|---------------------------------------------------------------------|
 DN4417| PID    Reference Object                     Distance      Geod. Az  |
 DN4417|                                                           dddmmss.s |
 DN4417| DN4418 3904 M                              APPROX. 0.9 KM 3580127.5 |
 DN4417|---------------------------------------------------------------------|
 DN4417
 DN4417                          SUPERSEDED SURVEY CONTROL
 DN4417
 DN4417.No superseded survey control is available for this station.
 DN4417
 DN4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7380305928(NAD 83)
 DN4417
 DN4417_MARKER: I = METAL ROD
 DN4417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4417_STAMPING: 3904 L 2009
 DN4417_MARK LOGO: MNDT  
 DN4417_PROJECTION: RECESSED 5 CENTIMETERS
 DN4417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4417+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 DN4417_ROD/PIPE-DEPTH: 10.7 meters
 DN4417
 DN4417  HISTORY     - Date     Condition        Report By
 DN4417  HISTORY     - 20091031 MONUMENTED       MNDT
 DN4417  HISTORY     - 20100615 GOOD             MNDT
 DN4417
 DN4417                          STATION DESCRIPTION
 DN4417
 DN4417'DESCRIBED BY MN DEPT OF TRANSP 2010 (KDJ)
 DN4417'9.0 MILES NORTHWEST OF BAUDETTE, 8.0 MILES NORTHWEST ALONG TRUNK
 DN4417'HIGHWAY 172 FROM THE JUNCTION OF TRUNK HIGHWAY 172 AND TRUNK HIGHWAY
 DN4417'11 IN WEST BAUDETTE, AT TRUNK HIGHWAY 172 MILEPOINT 8.0, 30.9 FEET
 DN4417'WEST OF TRUNK HIGHWAY 172, 108 FEET SOUTH OF 22ND STREET NORTHWEST,
 DN4417'13.6 FEET SOUTH OF FIELD ENTRANCE, 5.9 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4418 ***********************************************************************
 DN4418  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4418  DESIGNATION -  3904 M
 DN4418  PID         -  DN4418
 DN4418  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4418  COUNTRY     -  US
 DN4418  USGS QUAD   -  WHEELERS POINT (1967)
 DN4418
 DN4418                         *CURRENT SURVEY CONTROL
 DN4418  ______________________________________________________________________
 DN4418* NAD 83(2007) POSITION- 48 48 04.37415(N) 094 43 07.31005(W)   ADJUSTED  
 DN4418* NAD 83(2007) ELLIP HT-   299.241 (meters)        (09/16/11)   ADJUSTED
 DN4418* NAD 83(2007) EPOCH   -  2002.00
 DN4418* NAVD 88 ORTHO HEIGHT -   328.35   (meters)    1077.3   (feet) GPS OBS   
 DN4418  ______________________________________________________________________
 DN4418  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 DN4418  NAD 83(2007) X  -   -346,271.983 (meters)                     COMP
 DN4418  NAD 83(2007) Y  - -4,195,023.799 (meters)                     COMP
 DN4418  NAD 83(2007) Z  -  4,776,251.862 (meters)                     COMP
 DN4418  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 DN4418  HORZ ORDER      -  FIRST
 DN4418  ELLP ORDER      -  FIRST     CLASS I
 DN4418
 DN4418.The horizontal coordinates were established by GPS observations
 DN4418.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4418
 DN4418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4418.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4418
 DN4418.The horizontal coordinates are valid at the epoch date displayed above
 DN4418.which is a decimal equivalence of Year/Month/Day.
 DN4418
 DN4418.The orthometric height was determined by GPS observations and a
 DN4418.high-resolution geoid model using precise GPS observation and
 DN4418.processing techniques.
 DN4418
 DN4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4418
 DN4418.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4418
 DN4418.The ellipsoidal height was determined by GPS observations
 DN4418.and is referenced to NAD 83.
 DN4418
 DN4418. The following values were computed from the NAD 83(2007) position.
 DN4418
 DN4418;                    North         East     Units Scale Factor Converg.
 DN4418;SPC MN N     -   357,095.784   681,089.681   MT  1.00004536   -1 11 59.3
 DN4418;SPC MN N     - 1,171,571.75  2,234,541.73   sFT  1.00004536   -1 11 59.3
 DN4418;UTM  15      - 5,406,782.663   373,793.116   MT  0.99979568   -1 17 36.1
 DN4418
 DN4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4418!SPC MN N     -   0.99995311  x   1.00004536  =   0.99999846
 DN4418!UTM  15      -   0.99995311  x   0.99979568  =   0.99974880
 DN4418
 DN4418:                Primary Azimuth Mark                     Grid Az
 DN4418:SPC MN N     -  3904 L                                   179 13 25.7
 DN4418:UTM  15      -  3904 L                                   179 19 02.5
 DN4418
 DN4418|---------------------------------------------------------------------|
 DN4418| PID    Reference Object                     Distance      Geod. Az  |
 DN4418|                                                           dddmmss.s |
 DN4418| DN4417 3904 L                              APPROX. 0.9 KM 1780126.4 |
 DN4418|---------------------------------------------------------------------|
 DN4418
 DN4418                          SUPERSEDED SURVEY CONTROL
 DN4418
 DN4418.No superseded survey control is available for this station.
 DN4418
 DN4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ7379306782(NAD 83)
 DN4418
 DN4418_MARKER: I = METAL ROD
 DN4418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4418_STAMPING: 3904 M 2009
 DN4418_MARK LOGO: MNDT  
 DN4418_PROJECTION: RECESSED 5 CENTIMETERS
 DN4418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4418+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4418_ROD/PIPE-DEPTH: 13.7 meters
 DN4418
 DN4418  HISTORY     - Date     Condition        Report By
 DN4418  HISTORY     - 2009     MONUMENTED       MNDT
 DN4418
 DN4418                          STATION DESCRIPTION
 DN4418
 DN4418'DESCRIBED BY MN DEPT OF TRANSP 2009
 DN4418'9.0 MILES NORTHWEST OF BAUDETTE, 8.5 MILES NORTHWEST ALONG TRUNK
 DN4418'HIGHWAY 172 FROM THE JUNCTION OF TRUNK HIGHWAY 172 AND TRUNK HIGHWAY
 DN4418'11 AT WEST EDGE OF BAUDETTE, AT TRUNK HIGHWAY 172 MILEPOINT 8.5, 116.4
 DN4418'FEET WEST OF TRUNK HIGHWAY 172, 22.8 FEET SOUTH OF COUNTY ROAD 71,
 DN4418'14.2 FEET EAST OF FIELD ENTRANCE, 29.3 FEET NORTHWEST OF CABLE MARKER,
 DN4418'46 FEET NORTHWEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2494 ***********************************************************************
 PP2494  DESIGNATION -  3M
 PP2494  PID         -  PP2494
 PP2494  STATE/COUNTY-  MN/RAMSEY
 PP2494  COUNTRY     -  US
 PP2494  USGS QUAD   -  LAKE ELMO (1993)
 PP2494
 PP2494                         *CURRENT SURVEY CONTROL
 PP2494  ______________________________________________________________________
 PP2494* NAD 83(1996) POSITION- 44 57 02.65080(N) 092 59 44.91127(W)   ADJUSTED  
 PP2494* NAVD 88 ORTHO HEIGHT -   370.8    (meters)    1217.    (feet) VERTCON   
 PP2494  ______________________________________________________________________
 PP2494  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 PP2494  LAPLACE CORR    -         -7.13  (seconds)                    DEFLEC09
 PP2494  HORZ ORDER      -  SECOND
 PP2494
 PP2494.The horizontal coordinates were established by classical geodetic methods
 PP2494.and adjusted by the National Geodetic Survey in March 1999.
 PP2494.
 PP2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2494
 PP2494.Photographs are available for this station.
 PP2494
 PP2494.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2494
 PP2494. The following values were computed from the NAD 83(1996) position.
 PP2494
 PP2494;                    North         East     Units Scale Factor Converg.
 PP2494;SPC MN S     -   317,239.004   879,239.389   MT  0.99995275   +0 42 13.9
 PP2494;SPC MN S     - 1,040,808.30  2,884,637.90   sFT  0.99995275   +0 42 13.9
 PP2494;UTM  15      - 4,977,477.863   500,330.623   MT  0.99960000   +0 00 10.7
 PP2494
 PP2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2494!SPC MN S     -   0.99994620  x   0.99995275  =   0.99989896
 PP2494!UTM  15      -   0.99994620  x   0.99960000  =   0.99954623
 PP2494
 PP2494:                Primary Azimuth Mark                     Grid Az
 PP2494:SPC MN S     -  LANDFALL                                 093 43 36.9
 PP2494:UTM  15      -  LANDFALL                                 094 25 40.1
 PP2494
 PP2494|---------------------------------------------------------------------|
 PP2494| PID    Reference Object                     Distance      Geod. Az  |
 PP2494|                                                           dddmmss.s |
 PP2494| PP0697 LANDFALL                            APPROX. 3.4 KM 0942550.8 |
 PP2494|---------------------------------------------------------------------|
 PP2494
 PP2494                          SUPERSEDED SURVEY CONTROL
 PP2494
 PP2494  NAD 83(1991)-  44 57 02.64276(N)    092 59 44.90651(W) AD(       ) 2
 PP2494  NAD 83(1986)-  44 57 02.64250(N)    092 59 44.90613(W) AD(       ) 2
 PP2494  NAD 27      -  44 57 02.76093(N)    092 59 44.13530(W) AD(       ) 2
 PP2494  NGVD 29 (07/19/86)  370.7    (m)         1216.     (f) VERT ANG       
 PP2494
 PP2494.Superseded values are not recommended for survey control.
 PP2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2494.See file dsdata.txt to determine how the superseded data were derived.
 PP2494
 PP2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0033077477(NAD 83)
 PP2494
 PP2494_MARKER: DD = SURVEY DISK
 PP2494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP2494_SP_SET: CONCRETE SLAB
 PP2494_STAMPING: 3M 1963 RESET 1982
 PP2494_MARK LOGO: MNHD  
 PP2494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP2494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2494+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2007
 PP2494
 PP2494  HISTORY     - Date     Condition        Report By
 PP2494  HISTORY     - 1963     MONUMENTED       MNHD
 PP2494  HISTORY     - 20070705 GOOD             MNDT
 PP2494
 PP2494                          STATION DESCRIPTION
 PP2494
 PP2494'DESCRIBED BY MN HIGHWAY DEPT 1963 (NGF)
 PP2494'THE STATION IS LOCATED ON TOP OF THE ADMINISTRATION BUILDING OF
 PP2494'MINNESOTA MINING AND MANUFACTURING COMPANY IN THE VILLAGE OF
 PP2494'MAPLEWOOD, ABOUT 5 MILES EAST OF DOWNTOWN ST. PAUL ON NORTH SIDE
 PP2494'OF T.H. 12=FAI 94, IN THE SE 1/4 SEC. 36, T29N, R22W.
 PP2494'
 PP2494'TO REACH STATION FROM DOWNTOWN ST. PAUL, GO EAST ON T.H. 12 FOR
 PP2494'5.0 MILES TO MINNESOTA MINING HEADQUARTERS (HIGHEST BUILDING) ON
 PP2494'LEFT.
 PP2494'
 PP2494'THE STATION MARK IS A STANDARD MHD DISK STAMEPD 3M 1963, SET IN
 PP2494'A ROOF OF THE 200 FOOT HIGH BUILDING NEAR THE CENTER OF THE HIGHEST
 PP2494'PART OF 30 FT. HIGH PENTHOUSE ON TOP OF 14TH FLOOR.  THE MARK
 PP2494'PROJECTS 0.1 FT. ABOVE THE ROOF SURFACE, IS 7.59 FT. NORTH OF THE
 PP2494'NE CORNER OF STAIRWELL TO ROOF, 81.28 FT. NE OF RED LIGHT
 PP2494'STANDARD AT SW CORNER OF ROOF, 82.37 FT. SE OF RED LIGHT STANDARD
 PP2494'AT NW CORNER OF ROOF, 100.47 FT. SW OF RED LIGHT STANDARD AT
 PP2494'NE CORNER OF ROOF, 99.58 FT. NW OF RED LIGHT STANDARD AT SE
 PP2494'CORNER OF ROOF AND 40.87 FT. SE OF A SMALL RADIO ANTENNA.
 PP2494'
 PP2494'NO REFERENCE MARK DISKS WERE SET FOR THIS STATION.
 PP2494'
 PP2494'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 PP2494
 PP2494                          STATION RECOVERY (2007)
 PP2494
 PP2494'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PL)
 PP2494'5 MILES EAST OF SAINT PAUL, ALONG INTERSTATE HIGHWAY 94, EXIT AT
 PP2494'CENTURY AVENUE (COUNTY ROAD 120, NUMBER 247), GO 0.10 MILES NORTH
 PP2494'ALONG COUNTY ROAD 120, 0.5 MILES WEST ON HUDSON ROAD FRONTAGE ROAD, ON
 PP2494'TOP OF 3M ADMINISTRATION BUILDING (NUMBER 220), 7.59 FEET NORTH OF
 PP2494'NORTHEAST CORNER OF STAIRWELL TO ROOF, 81.28 FEET NORTHEAST OF RED
 PP2494'LIGHT STANDARD AT SOUTHWEST CORNER OF ROOF, 40.87 FEET SOUTHEAST OF
 PP2494'SMALL RADIO ANTENNA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5908 ***********************************************************************
 DF5908  HT_MOD      -  This is a Height Modernization Survey Station.
 DF5908  DESIGNATION -  4
 DF5908  PID         -  DF5908
 DF5908  STATE/COUNTY-  MN/PINE
 DF5908  COUNTRY     -  US
 DF5908  USGS QUAD   -  HENRIETTE (1983)
 DF5908
 DF5908                         *CURRENT SURVEY CONTROL
 DF5908  ______________________________________________________________________
 DF5908* NAD 83(2007) POSITION- 45 46 27.15704(N) 093 05 02.10664(W)   ADJUSTED  
 DF5908* NAD 83(2007) ELLIP HT-   269.377 (meters)        (02/10/07)   ADJUSTED
 DF5908* NAD 83(2007) EPOCH   -  2002.00
 DF5908* NAVD 88 ORTHO HEIGHT -   297.41   (meters)     975.8   (feet) GPS OBS   
 DF5908  ______________________________________________________________________
 DF5908  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DF5908  NAD 83(2007) X  -   -239,754.642 (meters)                     COMP
 DF5908  NAD 83(2007) Y  - -4,450,072.483 (meters)                     COMP
 DF5908  NAD 83(2007) Z  -  4,547,971.677 (meters)                     COMP
 DF5908  LAPLACE CORR    -          3.45  (seconds)                    DEFLEC09
 DF5908
 DF5908  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5908  Type                                         Horiz  Ellip  Dist(km)
 DF5908  -------------------------------------------------------------------
 DF5908  NETWORK                                       0.88   0.65
 DF5908  -------------------------------------------------------------------
 DF5908  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.95   0.63      7.98
 DF5908  -------------------------------------------------------------------
 DF5908  NOTE: Click here for information on individual local accuracy
 DF5908  values and other accuracy information.
 DF5908
 DF5908
 DF5908.The horizontal coordinates were established by GPS observations
 DF5908.and adjusted by the National Geodetic Survey in February 2007.
 DF5908
 DF5908.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5908.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5908
 DF5908.The horizontal coordinates are valid at the epoch date displayed above
 DF5908.which is a decimal equivalence of Year/Month/Day.
 DF5908
 DF5908.The orthometric height was determined by GPS observations and a
 DF5908.high-resolution geoid model using precise GPS observation and
 DF5908.processing techniques.
 DF5908
 DF5908.Photographs are available for this station.
 DF5908
 DF5908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5908
 DF5908.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5908
 DF5908.The ellipsoidal height was determined by GPS observations
 DF5908.and is referenced to NAD 83.
 DF5908
 DF5908. The following values were computed from the NAD 83(2007) position.
 DF5908
 DF5908;                    North         East     Units Scale Factor Converg.
 DF5908;SPC MN C     -   186,718.414   890,689.194   MT  0.99996959   +0 50 36.7
 DF5908;SPC MN C     -   612,592.00  2,922,202.80   sFT  0.99996959   +0 50 36.7
 DF5908;UTM  15      - 5,068,964.628   493,475.615   MT  0.99960052   -0 03 36.5
 DF5908
 DF5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5908!SPC MN C     -   0.99995777  x   0.99996959  =   0.99992736
 DF5908!UTM  15      -   0.99995777  x   0.99960052  =   0.99955831
 DF5908
 DF5908                          SUPERSEDED SURVEY CONTROL
 DF5908
 DF5908  NAD 83(1996)-  45 46 27.15685(N)    093 05 02.10617(W) AD(       ) 1
 DF5908  ELLIP H (05/27/03)  269.413  (m)                       GP(       ) 3 1
 DF5908  NAVD 88 (05/27/03)  297.4    (m)  GEOID99 model used   GPS OBS        
 DF5908
 DF5908.Superseded values are not recommended for survey control.
 DF5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5908.See file dsdata.txt to determine how the superseded data were derived.
 DF5908
 DF5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL9347568964(NAD 83)
 DF5908
 DF5908_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5908_STAMPING: NO 4
 DF5908_MARK LOGO: MN-115
 DF5908_PROJECTION: FLUSH
 DF5908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5908+STABILITY: SURFACE MOTION
 DF5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5908+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DF5908
 DF5908  HISTORY     - Date     Condition        Report By
 DF5908  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5908  HISTORY     - 20071004 GOOD             MNDT
 DF5908  HISTORY     - 20100414 GOOD             MNDT
 DF5908
 DF5908                          STATION DESCRIPTION
 DF5908
 DF5908'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5908'11 MI (17.7 KM) SW OF PINE CITY, 3.5 MI (5.6 KM) SOUTH ALONG TH 361
 DF5908'FROM JCT OF TH 324 IN PINE CITY THEN 6.25 MI (10.06 KM) WEST ALONG TH
 DF5908'70 THEN 1.0 MI (1.6 KM) NORTH ALONG CO RD 11, 30 FT (9.1 M) EAST OF CO
 DF5908'RD 111, 30 FT (9.1 M) SOUTH OF TWP RD, 2.0 FT (0.6 M) NW OF WIT POST.
 DF5908
 DF5908                          STATION RECOVERY (2007)
 DF5908
 DF5908'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5908'RECOVERED AS DESCRIBED.
 DF5908
 DF5908                          STATION RECOVERY (2010)
 DF5908
 DF5908'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5908'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5908'THE MARK IS 11.0 MILES SOUTHWEST OF PINE CITY, 3.5 MILES SOUTH ALONG
 DF5908'TRUNK HIGHWAY 361 FROM JUNCTION OF TRUNK HIGHWAY 361 AND TRUNK HIGHWAY
 DF5908'324 IN PINE CITY, THEN 6.25 MILES WEST ALONG TRUNK HIGHWAY 70 FROM
 DF5908'JUNCTION OF TRUNK HIGHWAY 70 AND TRUNK HIGHWAY 361, TO TRUNK HIGHWAY
 DF5908'70 MILEPOINT 14, THEN 1.0 MILE NORTH ALONG COUNTY ROAD 111, 30.0 FEET
 DF5908'EAST OF COUNTY ROAD 111, 30.0 FEET SOUTH OF MAJESTIC ROAD, 2.0 FEET
 DF5908'NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0091 ***********************************************************************
 RN0091  DESIGNATION -  4 BOLT
 RN0091  PID         -  RN0091
 RN0091  STATE/COUNTY-  MN/CARLTON
 RN0091  COUNTRY     -  US
 RN0091  USGS QUAD   -  ESKO (1993)
 RN0091
 RN0091                         *CURRENT SURVEY CONTROL
 RN0091  ______________________________________________________________________
 RN0091* NAD 83(1986) POSITION- 46 39 45.     (N) 092 22 18.     (W)   SCALED    
 RN0091* NAVD 88 ORTHO HEIGHT -   326.157  (meters)    1070.07  (feet) ADJUSTED  
 RN0091  ______________________________________________________________________
 RN0091  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 RN0091  DYNAMIC HEIGHT  -        326.183 (meters)     1070.15  (feet) COMP
 RN0091  MODELED GRAVITY -    980,685.9   (mgal)                       NAVD 88
 RN0091
 RN0091  VERT ORDER      -  FIRST     CLASS II
 RN0091
 RN0091.The horizontal coordinates were scaled from a topographic map and have
 RN0091.an estimated accuracy of +/- 6 seconds.
 RN0091.
 RN0091.The orthometric height was determined by differential leveling and
 RN0091.adjusted in June 1991.
 RN0091
 RN0091.The dynamic height is computed by dividing the NAVD 88
 RN0091.geopotential number by the normal gravity value computed on the
 RN0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0091.degrees latitude (g = 980.6199 gals.).
 RN0091
 RN0091.The modeled gravity was interpolated from observed gravity values.
 RN0091
 RN0091;                    North         East    Units  Estimated Accuracy
 RN0091;SPC MN C     -   286,490.      943,730.      MT  (+/- 180 meters Scaled)
 RN0091
 RN0091                          SUPERSEDED SURVEY CONTROL
 RN0091
 RN0091  NGVD 29 (??/??/92)  326.081  (m)         1069.82   (f) ADJ UNCH    1 2
 RN0091
 RN0091.Superseded values are not recommended for survey control.
 RN0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0091.See file dsdata.txt to determine how the superseded data were derived.
 RN0091
 RN0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM480678(NAD 83)
 RN0091
 RN0091_MARKER: B = BOLT
 RN0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0091
 RN0091  HISTORY     - Date     Condition        Report By
 RN0091  HISTORY     - UNK      MONUMENTED       MRC
 RN0091  HISTORY     - 1971     GOOD             MNDT
 RN0091
 RN0091                          STATION DESCRIPTION
 RN0091
 RN0091'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0091'1.3 MI E FROM THOMSON.
 RN0091'MARK IS LOCATED 1.3 MILES EAST ALONG THE BURLINGTON NORTHERN RAILROAD
 RN0091'FROM THE T.H. 210 CROSSING IN THOMSON, 0.5 MILES EAST OF THE THOMSON
 RN0091'RESERVOIR CANAL BRIDGE, 893 FEET EAST OF RAILROAD MILE POST NO. 133,
 RN0091'48.5 FEET SOUTH OF THE SOUTH RAIL, LEADED IN TILE ABOUT 3 FEET BELOW A
 RN0091'STANDARD MRC CAP AND 4 INCH PIPE WHICH PROJECTS 6 INS. ABOVE GROUND
 RN0091'ABOUT 1 FOOT NORTH OF A STEEL WITNESS POST.  NE 1/4, SEC 9, T 48N, R
 RN0091'16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0090 ***********************************************************************
 RN0090  DESIGNATION -  4 CAP
 RN0090  PID         -  RN0090
 RN0090  STATE/COUNTY-  MN/CARLTON
 RN0090  COUNTRY     -  US
 RN0090  USGS QUAD   -  ESKO (1993)
 RN0090
 RN0090                         *CURRENT SURVEY CONTROL
 RN0090  ______________________________________________________________________
 RN0090* NAD 83(1986) POSITION- 46 39 45.6    (N) 092 22 17.5    (W)   HD_HELD2  
 RN0090* NAVD 88 ORTHO HEIGHT -   327.367  (meters)    1074.04  (feet) ADJUSTED  
 RN0090  ______________________________________________________________________
 RN0090  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 RN0090  DYNAMIC HEIGHT  -        327.393 (meters)     1074.12  (feet) COMP
 RN0090  MODELED GRAVITY -    980,685.9   (mgal)                       NAVD 88
 RN0090
 RN0090  VERT ORDER      -  FIRST     CLASS II
 RN0090
 RN0090.The horizontal coordinates were established by autonomous hand held GPS
 RN0090.observations and have an estimated accuracy of +/- 10 meters.
 RN0090.
 RN0090.The orthometric height was determined by differential leveling and
 RN0090.adjusted in June 1991.
 RN0090
 RN0090.WARNING-Repeat measurements at this control monument indicate possible
 RN0090.vertical movement.
 RN0090
 RN0090.Photographs are available for this station.
 RN0090
 RN0090.The dynamic height is computed by dividing the NAVD 88
 RN0090.geopotential number by the normal gravity value computed on the
 RN0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0090.degrees latitude (g = 980.6199 gals.).
 RN0090
 RN0090.The modeled gravity was interpolated from observed gravity values.
 RN0090
 RN0090;                    North         East    Units  Estimated Accuracy
 RN0090;SPC MN C     -   286,506.      943,743.      MT  (+/- 10 meters HH2 GPS)
 RN0090
 RN0090                          SUPERSEDED SURVEY CONTROL
 RN0090
 RN0090  NGVD 29 (??/??/92)  327.293  (m)         1073.79   (f) ADJ UNCH    1 2
 RN0090
 RN0090.Superseded values are not recommended for survey control.
 RN0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0090.See file dsdata.txt to determine how the superseded data were derived.
 RN0090
 RN0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4807967870(NAD 83)
 RN0090
 RN0090_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 RN0090_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RN0090_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RN0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN0090
 RN0090  HISTORY     - Date     Condition        Report By
 RN0090  HISTORY     - UNK      MONUMENTED       MRC
 RN0090  HISTORY     - 1971     GOOD             MNDT
 RN0090  HISTORY     - 20120420 GOOD             GEOCAC
 RN0090
 RN0090                          STATION DESCRIPTION
 RN0090
 RN0090'DESCRIBED BY MN DEPT OF TRANSP 1971
 RN0090'1.3 MI E FROM THOMSON.
 RN0090'MARK IS LOCATED 1.3 MILES EAST ALONG THE BURLINGTON NORTHERN RAILROAD
 RN0090'FROM THE T.H. 210 CROSSING IN THOMSON, 0.5 MILES EAST OF THE THOMSON
 RN0090'RESERVOIR CANAL BRIDGE, 893 FEET EAST OF RAILROAD MILE POST NO. 133,
 RN0090'48.5 FEET SOUTH OF THE SOUTH RAIL, LEADED IN TILE ABOUT 3 FEET BELOW A
 RN0090'STANDARD MRC CAP AND 4 INCH PIPE WHICH PROJECTS 6 INS. ABOVE GROUND
 RN0090'ABOUT 1 FOOT NORTH OF A STEEL WITNESS POST.  NE 1/4, SEC 9, T 48N, R
 RN0090'16W.
 RN0090
 RN0090                          STATION RECOVERY (2012)
 RN0090
 RN0090'RECOVERY NOTE BY GEOCACHING 2012 (KMB)
 RN0090'RAILROAD TRACKS MENTIONED IN 1971 DESCRIPTION HAVE BEEN REMOVED AND
 RN0090'REPLACED WITH A PAVED HIKING/BIKING TRAIL (WILLARD MUNGER STATE
 RN0090'TRAIL). MARK IS BETWEEN THE TRAIL AND THE CANAL THAT RUNS FROM THOMSON
 RN0090'RESERVOIR TO FORBAY LAKE.
 RN0090' 
 RN0090'MARK IS APPROXIMATELY 0.85 MILES WEST ALONG THE TRAIL FROM THE TRAIL S
 RN0090'INTERSECTION WITH JAY COOKE ROAD AND APPROXIMATELY 0.17 MILES EAST
 RN0090'ALONG THE TRAIL FROM THE TRAIL S MILEPOST 133 MARKER.
 RN0090' 
 RN0090'MARK IS IN A WOODED AREA SLIGHTLY HIGHER THAN THE TRAIL AND IS 49.7
 RN0090'FEET SOUTH FROM THE CENTERLINE OF THE PAVED TRAIL AND 1.25 FEET NORTH
 RN0090'OF A METAL WITNESS POST MARKED --B.M.--.  MARK AND PIPE PROJECT 1.0
 RN0090'FEET ABOVE THE SURROUNDING GROUND.
 RN0090' 
 RN0090'HH2 COORDINATES = N 46 39 45.6, W 92 22 17.5
 RN0090' 
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6112 ***********************************************************************
 DH6112  DESIGNATION -  4 CDL
 DH6112  PID         -  DH6112
 DH6112  STATE/COUNTY-  MN/MAHNOMEN
 DH6112  COUNTRY     -  US
 DH6112  USGS QUAD   -  BEAULIEU (1969)
 DH6112
 DH6112                         *CURRENT SURVEY CONTROL
 DH6112  ______________________________________________________________________
 DH6112* NAD 83(1986) POSITION- 47 15 09.     (N) 095 52 08.     (W)   SCALED    
 DH6112* NAVD 88 ORTHO HEIGHT -   380.847  (meters)    1249.50  (feet) ADJUSTED  
 DH6112  ______________________________________________________________________
 DH6112  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DH6112  DYNAMIC HEIGHT  -        380.880 (meters)     1249.60  (feet) COMP
 DH6112  MODELED GRAVITY -    980,688.9   (mgal)                       NAVD 88
 DH6112
 DH6112  VERT ORDER      -  THIRD
 DH6112
 DH6112.The horizontal coordinates were scaled from a topographic map and have
 DH6112.an estimated accuracy of +/- 6 seconds.
 DH6112.
 DH6112.The orthometric height was determined by differential leveling and
 DH6112.adjusted in May 2009.
 DH6112
 DH6112.The dynamic height is computed by dividing the NAVD 88
 DH6112.geopotential number by the normal gravity value computed on the
 DH6112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6112.degrees latitude (g = 980.6199 gals.).
 DH6112
 DH6112.The modeled gravity was interpolated from observed gravity values.
 DH6112
 DH6112;                    North         East    Units  Estimated Accuracy
 DH6112;SPC MN N     -   187,410.      590,460.      MT  (+/- 180 meters Scaled)
 DH6112
 DH6112                          SUPERSEDED SURVEY CONTROL
 DH6112
 DH6112.No superseded survey control is available for this station.
 DH6112
 DH6112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN829372(NAD 83)
 DH6112
 DH6112_MARKER: DB = BENCH MARK DISK
 DH6112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6112_STAMPING: 4 CDL 1967
 DH6112_MARK LOGO: USGS  
 DH6112_PROJECTION: FLUSH
 DH6112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6112_ROD/PIPE-DEPTH:  4.6 meters
 DH6112
 DH6112  HISTORY     - Date     Condition        Report By
 DH6112  HISTORY     - 1967     MONUMENTED       USGS
 DH6112  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6112
 DH6112                          STATION DESCRIPTION
 DH6112
 DH6112'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6112'MAHNOMEN, 4.0 MI (6.4 KM) SOUTH AND 3.5 MI (5.6 KM) EAST OF, T. 144
 DH6112'N., R. 41 W., NEAR THE CORNER OF SECTIONS 27, 28, 33 AND 34, 50 FT.
 DH6112'SOUTH, 34 FT. WEST OF AND 3.1 FT. LOWER THAN CENTER OF CROSSROADS, 3.0
 DH6112'FT. SOUTH AND 2.0 FT. EAST OF A FENCE CORNER, 1.4 FT. NW OF A WITNESS
 DH6112'POST, SET ON TOP OF 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 15 FT.
 DH6112'INTO THE GROUND AND SURROUNDED BY A 6 INCH TILE, A STANDARD TABLED
 DH6112'STAMPED 4 CDL 1967 AND SET FLUSH WITH GROUND.
 DH6112
 DH6112                          STATION RECOVERY (2006)
 DH6112
 DH6112'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6112'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2897 ***********************************************************************
 DK2897  DESIGNATION -  4 CEH
 DK2897  PID         -  DK2897
 DK2897  STATE/COUNTY-  MN/BELTRAMI
 DK2897  COUNTRY     -  US
 DK2897  USGS QUAD   -  BLACKDUCK (1996)
 DK2897
 DK2897                         *CURRENT SURVEY CONTROL
 DK2897  ______________________________________________________________________
 DK2897* NAD 83(2007) POSITION- 47 39 16.00649(N) 094 35 37.55403(W)   ADJUSTED  
 DK2897* NAD 83(2007) ELLIP HT-   389.358 (meters)        (07/09/09)   ADJUSTED
 DK2897* NAD 83(2007) EPOCH   -  2002.00
 DK2897* NAVD 88 ORTHO HEIGHT -   417.4    (meters)    1369.    (feet) GPS OBS   
 DK2897  ______________________________________________________________________
 DK2897  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK2897  GEOID HEIGHT    -        -28.04  (meters)                     GEOID03
 DK2897  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DK2897  NAD 83(2007) X  -   -344,745.736 (meters)                     COMP
 DK2897  NAD 83(2007) Y  - -4,290,627.168 (meters)                     COMP
 DK2897  NAD 83(2007) Z  -  4,691,369.444 (meters)                     COMP
 DK2897  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC09
 DK2897  HORZ ORDER      -  FIRST
 DK2897  ELLP ORDER      -  THIRD     CLASS I
 DK2897
 DK2897.The horizontal coordinates were established by GPS observations
 DK2897.and adjusted by the National Geodetic Survey in July 2009.
 DK2897
 DK2897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2897.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2897
 DK2897.The horizontal coordinates are valid at the epoch date displayed above
 DK2897.which is a decimal equivalence of Year/Month/Day.
 DK2897
 DK2897.The orthometric height was determined by GPS observations and a
 DK2897.high-resolution geoid model.
 DK2897
 DK2897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2897
 DK2897.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2897
 DK2897.The ellipsoidal height was determined by GPS observations
 DK2897.and is referenced to NAD 83.
 DK2897
 DK2897. The following values were computed from the NAD 83(2007) position.
 DK2897
 DK2897;                    North         East     Units Scale Factor Converg.
 DK2897;SPC MN N     -   229,427.418   687,802.222   MT  0.99990778   -1 06 25.9
 DK2897;SPC MN N     -   752,713.12  2,256,564.46   sFT  0.99990778   -1 06 25.9
 DK2897;UTM  15      - 5,279,124.905   380,321.957   MT  0.99977601   -1 10 41.1
 DK2897
 DK2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2897!SPC MN N     -   0.99993898  x   0.99990778  =   0.99984676
 DK2897!UTM  15      -   0.99993898  x   0.99977601  =   0.99971500
 DK2897
 DK2897                          SUPERSEDED SURVEY CONTROL
 DK2897
 DK2897  NAD 83(1996)-  47 39 16.00643(N)    094 35 37.55394(W) AD(       ) 1
 DK2897  ELLIP H (01/10/08)  389.356  (m)                       GP(       ) 3 1
 DK2897
 DK2897.Superseded values are not recommended for survey control.
 DK2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2897.See file dsdata.txt to determine how the superseded data were derived.
 DK2897
 DK2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN8032179124(NAD 83)
 DK2897
 DK2897_MARKER: DD = SURVEY DISK
 DK2897_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK2897+WITH SETTING: INFORMATION.
 DK2897_STAMPING: 4 CEH 1971
 DK2897_MARK LOGO: USGS  
 DK2897_PROJECTION: FLUSH
 DK2897_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK2897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2897+SATELLITE: SATELLITE OBSERVATIONS - 1971
 DK2897_ROD/PIPE-DEPTH:  2.7 meters
 DK2897
 DK2897  HISTORY     - Date     Condition        Report By
 DK2897  HISTORY     - 1971     MONUMENTED       USGS
 DK2897
 DK2897                          STATION DESCRIPTION
 DK2897
 DK2897'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 DK2897'3.2 MILES SOUTHEAST OF HINES, OPPOSITE FIELD ENTRANCE SOUTHWEST, 23
 DK2897'FEET NORTHEAST OF ROAD, 146 FEET SOUTHWEST OF UTILITY POLE, 1.2 FEET
 DK2897'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0677 ***********************************************************************
 SK0677  DESIGNATION -  4 CER
 SK0677  PID         -  SK0677
 SK0677  STATE/COUNTY-  MN/CLEARWATER
 SK0677  COUNTRY     -  US
 SK0677  USGS QUAD   -  LEONARD (1969)
 SK0677
 SK0677                         *CURRENT SURVEY CONTROL
 SK0677  ______________________________________________________________________
 SK0677* NAD 83(2007) POSITION- 47 38 45.47714(N) 095 16 14.57556(W)   ADJUSTED  
 SK0677* NAD 83(2007) ELLIP HT-   409.058 (meters)        (02/10/07)   ADJUSTED
 SK0677* NAD 83(2007) EPOCH   -  2002.00
 SK0677* NAVD 88 ORTHO HEIGHT -   436.656  (meters)    1432.60  (feet) ADJUSTED  
 SK0677  ______________________________________________________________________
 SK0677  NAD 83(2007) X  -   -395,479.549 (meters)                     COMP
 SK0677  NAD 83(2007) Y  - -4,286,961.758 (meters)                     COMP
 SK0677  NAD 83(2007) Z  -  4,690,748.789 (meters)                     COMP
 SK0677  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC09
 SK0677  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 SK0677  DYNAMIC HEIGHT  -        436.711 (meters)     1432.78  (feet) COMP
 SK0677  MODELED GRAVITY -    980,724.0   (mgal)                       NAVD 88
 SK0677
 SK0677  VERT ORDER      -  SECOND    CLASS 0
 SK0677
 SK0677  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 SK0677  Type                                         Horiz  Ellip  Dist(km)
 SK0677  -------------------------------------------------------------------
 SK0677  NETWORK                                       0.44   0.51
 SK0677  -------------------------------------------------------------------
 SK0677  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.41   0.45     12.88
 SK0677  -------------------------------------------------------------------
 SK0677  NOTE: Click here for information on individual local accuracy
 SK0677  values and other accuracy information.
 SK0677
 SK0677
 SK0677.The horizontal coordinates were established by GPS observations
 SK0677.and adjusted by the National Geodetic Survey in February 2007.
 SK0677
 SK0677.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 SK0677.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 SK0677
 SK0677.The horizontal coordinates are valid at the epoch date displayed above
 SK0677.which is a decimal equivalence of Year/Month/Day.
 SK0677
 SK0677.The orthometric height was determined by differential leveling and
 SK0677.adjusted in June 1991.
 SK0677
 SK0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SK0677
 SK0677.The Laplace correction was computed from DEFLEC09 derived deflections.
 SK0677
 SK0677.The ellipsoidal height was determined by GPS observations
 SK0677.and is referenced to NAD 83.
 SK0677
 SK0677.The dynamic height is computed by dividing the NAVD 88
 SK0677.geopotential number by the normal gravity value computed on the
 SK0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0677.degrees latitude (g = 980.6199 gals.).
 SK0677
 SK0677.The modeled gravity was interpolated from observed gravity values.
 SK0677
 SK0677. The following values were computed from the NAD 83(2007) position.
 SK0677
 SK0677;                    North         East     Units Scale Factor Converg.
 SK0677;SPC MN N     -   229,690.175   636,940.792   MT  0.99990826   -1 36 32.3
 SK0677;SPC MN N     -   753,575.18  2,089,696.58   sFT  0.99990826   -1 36 32.3
 SK0677;UTM  15      - 5,279,449.944   329,463.257   MT  0.99995740   -1 40 42.4
 SK0677
 SK0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SK0677!SPC MN N     -   0.99993589  x   0.99990826  =   0.99984416
 SK0677!UTM  15      -   0.99993589  x   0.99995740  =   0.99989329
 SK0677
 SK0677                          SUPERSEDED SURVEY CONTROL
 SK0677
 SK0677  NAD 83(1996)-  47 38 45.47710(N)    095 16 14.57544(W) AD(       ) 1
 SK0677  ELLIP H (11/18/03)  409.063  (m)                       GP(       ) 3 1
 SK0677  NAVD 88 (11/18/03)  436.7    (m)  GEOID99 model used   GPS OBS        
 SK0677
 SK0677.Superseded values are not recommended for survey control.
 SK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SK0677.See file dsdata.txt to determine how the superseded data were derived.
 SK0677
 SK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN2946379449(NAD 83)
 SK0677
 SK0677_MARKER: DD = SURVEY DISK
 SK0677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 SK0677_SP_SET: COPPER-CLAD STEEL ROD
 SK0677_STAMPING: 4 CER 1967 1431
 SK0677_MARK LOGO: MNDT  
 SK0677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SK0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SK0677+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 SK0677
 SK0677  HISTORY     - Date     Condition        Report By
 SK0677  HISTORY     - 1967     MONUMENTED       MNDT
 SK0677  HISTORY     - 19960401 GOOD             MNDT
 SK0677
 SK0677                          STATION DESCRIPTION
 SK0677
 SK0677'DESCRIBED BY MN DEPT OF TRANSP 1967
 SK0677'0.8 KM (0.50 MI) SSE FROM LEONARD.
 SK0677'SHEVLIN, CLEARWATER CO., 8.0 MI NORTH AND 0.3 MI WEST OF, T. 148 N.,
 SK0677'R.36 W., NEAR CORNER OF SECTIONS 8, 9, 16 AND 17, 320 FT NORTH AND 38
 SK0677'FT EAST OF A T-RD NORTH 10 FT NORTH AND 1.5 FT EAST OF A FENCE
 SK0677'CORNER, ON TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 20
 SK0677'FEET, A STANDARD TABLET STAMPED 4 CER 1967.
 SK0677
 SK0677                          STATION RECOVERY (1996)
 SK0677
 SK0677'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 SK0677'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 0.5 MI SOUTH OF
 SK0677'LEONARD, 0.1 MI EAST ALONG CO RD 23 FROM JCT OF TH 223 AND CO RD 23
 SK0677'IN LEONARD THEN 0.4 MI SOUTH ON CO RD 119, 36 FT EAST OF CO RD 119,
 SK0677'104.7 FT SE OF P-POLE, 66.6 FT SOUTH OF SOUTH PIPELINE M ARKER, 64 FT
 SK0677'SOUTH OF PIPELINE MARKER NO 916, 1.4 FT EAST OF W IT POST, STA
 SK0677'FLUSH WITH GROUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0678 ***********************************************************************
 SK0678  DESIGNATION -  4 CER A TBM
 SK0678  PID         -  SK0678
 SK0678  STATE/COUNTY-  MN/CLEARWATER
 SK0678  COUNTRY     -  US
 SK0678  USGS QUAD   -  LEONARD (1969)
 SK0678
 SK0678                         *CURRENT SURVEY CONTROL
 SK0678  ______________________________________________________________________
 SK0678* NAD 83(1986) POSITION- 47 39 15.     (N) 095 16 22.     (W)   SCALED    
 SK0678* NAVD 88 ORTHO HEIGHT -   440.299  (meters)    1444.55  (feet) ADJUSTED  
 SK0678  ______________________________________________________________________
 SK0678  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 SK0678  DYNAMIC HEIGHT  -        440.355 (meters)     1444.73  (feet) COMP
 SK0678  MODELED GRAVITY -    980,726.0   (mgal)                       NAVD 88
 SK0678
 SK0678  VERT ORDER      -  SECOND    CLASS 0
 SK0678
 SK0678.The horizontal coordinates were scaled from a topographic map and have
 SK0678.an estimated accuracy of +/- 6 seconds.
 SK0678.
 SK0678.The orthometric height was determined by differential leveling and
 SK0678.adjusted in June 1991.
 SK0678
 SK0678.The dynamic height is computed by dividing the NAVD 88
 SK0678.geopotential number by the normal gravity value computed on the
 SK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0678.degrees latitude (g = 980.6199 gals.).
 SK0678
 SK0678.The modeled gravity was interpolated from observed gravity values.
 SK0678
 SK0678;                    North         East    Units  Estimated Accuracy
 SK0678;SPC MN N     -   230,610.      636,810.      MT  (+/- 180 meters Scaled)
 SK0678
 SK0678                          SUPERSEDED SURVEY CONTROL
 SK0678
 SK0678.No superseded survey control is available for this station.
 SK0678
 SK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN293803(NAD 83)
 SK0678
 SK0678_MARKER: Z = SEE DESCRIPTION
 SK0678_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 SK0678_SP_SET: IN METAL CULVERT
 SK0678_STAMPING: 4 CER A TBM
 SK0678_MARK LOGO: NONE  
 SK0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0678
 SK0678  HISTORY     - Date     Condition        Report By
 SK0678  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0678
 SK0678                          STATION DESCRIPTION
 SK0678
 SK0678'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0678'IN LEONARD.
 SK0678'TBM 4 A, O.6 MI NORTH AND 0.1 MI WEST OF TABLET, 55 FT SOUTH OF MAIN
 SK0678'RAILROAD TRACK AND 83 FT WEST OF ROAD AT RAILROAD GRADE CROSSING, ON
 SK0678'SOUTH END OF A 30 IN. CORRUGATED STEEL CULVERT, A PUNCHED HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0675 ***********************************************************************
 SK0675  DESIGNATION -  4 CER RM 1
 SK0675  PID         -  SK0675
 SK0675  STATE/COUNTY-  MN/CLEARWATER
 SK0675  COUNTRY     -  US
 SK0675  USGS QUAD   -  LEONARD (1969)
 SK0675
 SK0675                         *CURRENT SURVEY CONTROL
 SK0675  ______________________________________________________________________
 SK0675* NAD 83(1986) POSITION- 47 38 43.     (N) 095 16 17.     (W)   SCALED    
 SK0675* NAVD 88 ORTHO HEIGHT -   435.515  (meters)    1428.85  (feet) ADJUSTED  
 SK0675  ______________________________________________________________________
 SK0675  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 SK0675  DYNAMIC HEIGHT  -        435.569 (meters)     1429.03  (feet) COMP
 SK0675  MODELED GRAVITY -    980,723.8   (mgal)                       NAVD 88
 SK0675
 SK0675  VERT ORDER      -  SECOND    CLASS 0
 SK0675
 SK0675.The horizontal coordinates were scaled from a topographic map and have
 SK0675.an estimated accuracy of +/- 6 seconds.
 SK0675.
 SK0675.The orthometric height was determined by differential leveling and
 SK0675.adjusted in June 1991.
 SK0675
 SK0675.The dynamic height is computed by dividing the NAVD 88
 SK0675.geopotential number by the normal gravity value computed on the
 SK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0675.degrees latitude (g = 980.6199 gals.).
 SK0675
 SK0675.The modeled gravity was interpolated from observed gravity values.
 SK0675
 SK0675;                    North         East    Units  Estimated Accuracy
 SK0675;SPC MN N     -   229,620.      636,890.      MT  (+/- 180 meters Scaled)
 SK0675
 SK0675                          SUPERSEDED SURVEY CONTROL
 SK0675
 SK0675.No superseded survey control is available for this station.
 SK0675
 SK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN294793(NAD 83)
 SK0675
 SK0675_MARKER: Q = CHISELED SQUARE
 SK0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0675_SP_SET: ON CONCRETE CULVERT
 SK0675_STAMPING: 4 CER RM 1
 SK0675_MARK LOGO: NONE  
 SK0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0675
 SK0675  HISTORY     - Date     Condition        Report By
 SK0675  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0675
 SK0675                          STATION DESCRIPTION
 SK0675
 SK0675'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0675'0.8 KM (0.50 MI) SSE FROM LEONARD.
 SK0675'REFERENCE MARK 1, 300 FT SW. OF TABLET, 31 FT NORTH AND 56 FT WEST OF
 SK0675'A T-RD. NORTH, ON NORTH END OF AN 18 IN. CONCRETE CULVERT, A CHISELED
 SK0675'SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0676 ***********************************************************************
 SK0676  DESIGNATION -  4 CER RM 2
 SK0676  PID         -  SK0676
 SK0676  STATE/COUNTY-  MN/CLEARWATER
 SK0676  COUNTRY     -  US
 SK0676  USGS QUAD   -  LEONARD (1969)
 SK0676
 SK0676                         *CURRENT SURVEY CONTROL
 SK0676  ______________________________________________________________________
 SK0676* NAD 83(1986) POSITION- 47 38 46.     (N) 095 16 14.     (W)   SCALED    
 SK0676* NAVD 88 ORTHO HEIGHT -   437.155  (meters)    1434.23  (feet) ADJUSTED  
 SK0676  ______________________________________________________________________
 SK0676  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 SK0676  DYNAMIC HEIGHT  -        437.209 (meters)     1434.41  (feet) COMP
 SK0676  MODELED GRAVITY -    980,724.0   (mgal)                       NAVD 88
 SK0676
 SK0676  VERT ORDER      -  SECOND    CLASS 0
 SK0676
 SK0676.The horizontal coordinates were scaled from a topographic map and have
 SK0676.an estimated accuracy of +/- 6 seconds.
 SK0676.
 SK0676.The orthometric height was determined by differential leveling and
 SK0676.adjusted in June 1991.
 SK0676
 SK0676.The dynamic height is computed by dividing the NAVD 88
 SK0676.geopotential number by the normal gravity value computed on the
 SK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0676.degrees latitude (g = 980.6199 gals.).
 SK0676
 SK0676.The modeled gravity was interpolated from observed gravity values.
 SK0676
 SK0676;                    North         East    Units  Estimated Accuracy
 SK0676;SPC MN N     -   229,710.      636,950.      MT  (+/- 180 meters Scaled)
 SK0676
 SK0676                          SUPERSEDED SURVEY CONTROL
 SK0676
 SK0676.No superseded survey control is available for this station.
 SK0676
 SK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN294794(NAD 83)
 SK0676
 SK0676_MARKER: Z = SEE DESCRIPTION
 SK0676_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SK0676_SP_SET: SHALLOW-SET PIPE
 SK0676_STAMPING: 4 CER RM 2
 SK0676_MARK LOGO: USGS  
 SK0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0676
 SK0676  HISTORY     - Date     Condition        Report By
 SK0676  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0676
 SK0676                          STATION DESCRIPTION
 SK0676
 SK0676'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0676'0.8 KM (0.50 MI) SSE FROM LEONARD.
 SK0676'REFERENCE MARK 2, 80 FT NORTH OF TABLET, 389 FT NORTH AND 37 FT EAST
 SK0676'OF A T-RD NORTH TOP OF A 3 IN. IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5972 ***********************************************************************
 DN5972  DESIGNATION -  4 DRL
 DN5972  PID         -  DN5972
 DN5972  STATE/COUNTY-  MN/OLMSTED
 DN5972  COUNTRY     -  US
 DN5972  USGS QUAD   -  MILLVILLE (1972)
 DN5972
 DN5972                         *CURRENT SURVEY CONTROL
 DN5972  ______________________________________________________________________
 DN5972* NAD 83(1986) POSITION- 44 09 26.6    (N) 092 21 32.3    (W)   HD_HELD2  
 DN5972* NAVD 88 ORTHO HEIGHT -   325.004  (meters)    1066.28  (feet) ADJUSTED  
 DN5972  ______________________________________________________________________
 DN5972  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 DN5972  DYNAMIC HEIGHT  -        324.952 (meters)     1066.11  (feet) COMP
 DN5972  MODELED GRAVITY -    980,449.6   (mgal)                       NAVD 88
 DN5972
 DN5972  VERT ORDER      -  SECOND    CLASS I
 DN5972
 DN5972.The horizontal coordinates were established by autonomous hand held GPS
 DN5972.observations and have an estimated accuracy of +/- 10 meters.
 DN5972.
 DN5972.The orthometric height was determined by differential leveling and
 DN5972.adjusted in June 2012.
 DN5972
 DN5972.No vertical observational check was made to the station.
 DN5972
 DN5972.The dynamic height is computed by dividing the NAVD 88
 DN5972.geopotential number by the normal gravity value computed on the
 DN5972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5972.degrees latitude (g = 980.6199 gals.).
 DN5972
 DN5972.The modeled gravity was interpolated from observed gravity values.
 DN5972
 DN5972;                    North         East    Units  Estimated Accuracy
 DN5972;SPC MN S     -   229,917.      931,255.      MT  (+/- 10 meters HH2 GPS)
 DN5972
 DN5972                          SUPERSEDED SURVEY CONTROL
 DN5972
 DN5972.No superseded survey control is available for this station.
 DN5972
 DN5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ5125789553(NAD 83)
 DN5972
 DN5972_MARKER: DB = BENCH MARK DISK
 DN5972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5972_SP_SET: BOX CULVERT
 DN5972_STAMPING: 4 DRL 1972
 DN5972_MARK LOGO: USGS  
 DN5972_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5972+STABILITY: SURFACE MOTION
 DN5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5972+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN5972
 DN5972  HISTORY     - Date     Condition        Report By
 DN5972  HISTORY     - 19720401 MONUMENTED       USGS
 DN5972  HISTORY     - 20100323 GOOD             MNDT
 DN5972
 DN5972                          STATION DESCRIPTION
 DN5972
 DN5972'DESCRIBED BY MN DEPT OF TRANSP 2010 (DRB)
 DN5972'THE MARK IS 5.7 MI (9.2 KM) NORTHWEST OF ELGIN.
 DN5972' 
 DN5972'TO REACH THE MARK GO 5.0 MI (8.0 KM) WEST ALONG COUNTY ROAD 25 FROM
 DN5972'THE JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 2 IN ELGIN, THEN 1.35
 DN5972'MI (2.2 KM) NORTH ON COUNTY ROAD 11 NORTHEAST, 0.6 MI (1.0 KM) SOUTH
 DN5972'AND 1.0 MI (1.6 KM) WEST OF POTSDAM.
 DN5972' 
 DN5972'IT IS 44.0 FT (13.4 M) SOUTH AND 13.0 FT (4.0 M) EAST OF COUNTY ROAD
 DN5972'11 AT DRIVEWAY EAST, IN CENTER OF EAST HEADWALL OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4294 ***********************************************************************
 DM4294  DESIGNATION -  4 ES
 DM4294  PID         -  DM4294
 DM4294  STATE/COUNTY-  MN/DAKOTA
 DM4294  COUNTRY     -  US
 DM4294  USGS QUAD   -  CASTLE ROCK (1974)
 DM4294
 DM4294                         *CURRENT SURVEY CONTROL
 DM4294  ______________________________________________________________________
 DM4294* NAD 83(1986) POSITION- 44 33 42.     (N) 093 08 12.     (W)   SCALED    
 DM4294* NAVD 88 ORTHO HEIGHT -   302.369  (meters)     992.02  (feet) ADJUSTED  
 DM4294  ______________________________________________________________________
 DM4294  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DM4294  DYNAMIC HEIGHT  -        302.335 (meters)      991.91  (feet) COMP
 DM4294  MODELED GRAVITY -    980,496.1   (mgal)                       NAVD 88
 DM4294
 DM4294  VERT ORDER      -  SECOND    CLASS I
 DM4294
 DM4294.The horizontal coordinates were scaled from a topographic map and have
 DM4294.an estimated accuracy of +/- 6 seconds.
 DM4294.
 DM4294.The orthometric height was determined by differential leveling and
 DM4294.adjusted in February 2011.
 DM4294
 DM4294.The dynamic height is computed by dividing the NAVD 88
 DM4294.geopotential number by the normal gravity value computed on the
 DM4294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4294.degrees latitude (g = 980.6199 gals.).
 DM4294
 DM4294.The modeled gravity was interpolated from observed gravity values.
 DM4294
 DM4294;                    North         East    Units  Estimated Accuracy
 DM4294;SPC MN S     -   273,880.      868,580.      MT  (+/- 180 meters Scaled)
 DM4294
 DM4294                          SUPERSEDED SURVEY CONTROL
 DM4294
 DM4294.No superseded survey control is available for this station.
 DM4294
 DM4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK891342(NAD 83)
 DM4294
 DM4294_MARKER: DB = BENCH MARK DISK
 DM4294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4294_STAMPING: 4 ES 1955
 DM4294_MARK LOGO: USGS  
 DM4294_PROJECTION: FLUSH
 DM4294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4294
 DM4294  HISTORY     - Date     Condition        Report By
 DM4294  HISTORY     - 1955     MONUMENTED       USGS
 DM4294  HISTORY     - 19920121 GOOD             MNDT
 DM4294
 DM4294                          STATION DESCRIPTION
 DM4294
 DM4294'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4294'THE MARK IS 4.8 MI (7.7 KM) SOUTH OF FARMINGTON.
 DM4294' 
 DM4294'IT IS 4.8 MI (7.7 KM) SOUTH OF JCT OF TH 3 AND TH 50 IN FARMINGTON, 52
 DM4294'FT (15.8 M) EAST OF TH 3, 200 FT (61.0 M) SE OF SE COR OF NURSERY, AT
 DM4294'TH 3 MP 20.5, 1 FT (0.3 M) WEST OF EAST RIGHT OF WAY FENCE COR, 0.5 FT
 DM4294'(15.2 CM) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2329 ***********************************************************************
 DL2329  DESIGNATION -  4 HEH
 DL2329  PID         -  DL2329
 DL2329  STATE/COUNTY-  MN/ROSEAU
 DL2329  COUNTRY     -  US
 DL2329  USGS QUAD   -  MALUNG (1966)
 DL2329
 DL2329                         *CURRENT SURVEY CONTROL
 DL2329  ______________________________________________________________________
 DL2329* NAD 83(2007) POSITION- 48 45 42.37455(N) 095 39 27.36707(W)   ADJUSTED  
 DL2329* NAD 83(2007) ELLIP HT-   302.624 (meters)        (04/01/09)   ADJUSTED
 DL2329* NAD 83(2007) EPOCH   -  2002.00
 DL2329* NAVD 88 ORTHO HEIGHT -   330.7    (meters)    1085.    (feet) GPS OBS   
 DL2329  ______________________________________________________________________
 DL2329  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2329  GEOID HEIGHT    -        -28.09  (meters)                     GEOID03
 DL2329  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DL2329  NAD 83(2007) X  -   -415,291.690 (meters)                     COMP
 DL2329  NAD 83(2007) Y  - -4,192,072.243 (meters)                     COMP
 DL2329  NAD 83(2007) Z  -  4,773,363.912 (meters)                     COMP
 DL2329  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DL2329  HORZ ORDER      -  FIRST
 DL2329  ELLP ORDER      -  FOURTH    CLASS I
 DL2329
 DL2329.The horizontal coordinates were established by GPS observations
 DL2329.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2329
 DL2329.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2329.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2329
 DL2329.The horizontal coordinates are valid at the epoch date displayed above
 DL2329.which is a decimal equivalence of Year/Month/Day.
 DL2329
 DL2329.The orthometric height was determined by GPS observations and a
 DL2329.high-resolution geoid model.
 DL2329
 DL2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2329
 DL2329.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2329
 DL2329.The ellipsoidal height was determined by GPS observations
 DL2329.and is referenced to NAD 83.
 DL2329
 DL2329. The following values were computed from the NAD 83(2007) position.
 DL2329
 DL2329;                    North         East     Units Scale Factor Converg.
 DL2329;SPC MN N     -   354,574.690   611,992.700   MT  1.00003392   -1 53 44.7
 DL2329;SPC MN N     - 1,163,300.46  2,007,846.05   sFT  1.00003392   -1 53 44.7
 DL2329;UTM  15      - 5,404,380.646   304,700.017   MT  1.00006861   -1 59 56.7
 DL2329
 DL2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2329!SPC MN N     -   0.99995258  x   1.00003392  =   0.99998649
 DL2329!UTM  15      -   0.99995258  x   1.00006861  =   1.00002118
 DL2329
 DL2329                          SUPERSEDED SURVEY CONTROL
 DL2329
 DL2329.No superseded survey control is available for this station.
 DL2329
 DL2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ0470004380(NAD 83)
 DL2329
 DL2329_MARKER: DD = SURVEY DISK
 DL2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2329_STAMPING: 4 HEH 1966
 DL2329_MARK LOGO: USGS  
 DL2329_PROJECTION: PROJECTING 23 CENTIMETERS
 DL2329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2329+STABILITY: SURFACE MOTION
 DL2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2329+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2329
 DL2329  HISTORY     - Date     Condition        Report By
 DL2329  HISTORY     - 1966     MONUMENTED       USGS
 DL2329  HISTORY     - 20091001 GOOD             MNDT
 DL2329
 DL2329                          STATION DESCRIPTION
 DL2329
 DL2329'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2329'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2329'THE MARK IS 6.0 MILES SOUTH AND 5.0 MILES EAST OF ROSEAU, 5.0 MILES
 DL2329'SOUTH ALONG COUNTY ROAD 129 FROM THE JUNCTION OF COUNTY ROAD 129 AND
 DL2329'TRUNK HIGHWAY 11 (4 MILES EAST OF ROSEAU), THENCE 1.0 MILE WEST ON
 DL2329'COUNTY ROAD 2, THENCE 1.0 MILE SOUTH ON COUNTY ROAD 129, 35 FEET SOUTH
 DL2329'OF TEE-ROAD EAST, 32 FEET EAST OF COUNTY ROAD 129, 1.0 FOOT WEST OF
 DL2329'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1036 ***********************************************************************
 PQ1036  DESIGNATION -  4 JA
 PQ1036  PID         -  PQ1036
 PQ1036  STATE/COUNTY-  MN/REDWOOD
 PQ1036  COUNTRY     -  US
 PQ1036  USGS QUAD   -  MILROY SE (1962)
 PQ1036
 PQ1036                         *CURRENT SURVEY CONTROL
 PQ1036  ______________________________________________________________________
 PQ1036* NAD 83(1996) POSITION- 44 15 12.86729(N) 095 30 13.95635(W)   ADJUSTED  
 PQ1036* NAVD 88 ORTHO HEIGHT -   363.9    (meters)    1194.    (feet) VERTCON   
 PQ1036  ______________________________________________________________________
 PQ1036  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 PQ1036  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC09
 PQ1036  HORZ ORDER      -  THIRD
 PQ1036
 PQ1036.The horizontal coordinates were established by classical geodetic methods
 PQ1036.and adjusted by the National Geodetic Survey in March 1999.
 PQ1036.
 PQ1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1036
 PQ1036.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1036
 PQ1036. The following values were computed from the NAD 83(1996) position.
 PQ1036
 PQ1036;                    North         East     Units Scale Factor Converg.
 PQ1036;SPC MN S     -   240,391.003   679,909.698   MT  0.99993135   -1 03 14.8
 PQ1036;SPC MN S     -   788,682.82  2,230,670.40   sFT  0.99993135   -1 03 14.8
 PQ1036;UTM  15      - 4,903,086.329   300,109.108   MT  1.00009142   -1 44 52.3
 PQ1036
 PQ1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1036!SPC MN S     -   0.99994719  x   0.99993135  =   0.99987855
 PQ1036!UTM  15      -   0.99994719  x   1.00009142  =   1.00003861
 PQ1036
 PQ1036:                Primary Azimuth Mark                     Grid Az
 PQ1036:SPC MN S     -  STA 23                                   271 05 03.2
 PQ1036:UTM  15      -  STA 23                                   271 46 40.7
 PQ1036
 PQ1036|---------------------------------------------------------------------|
 PQ1036| PID    Reference Object                     Distance      Geod. Az  |
 PQ1036|                                                           dddmmss.s |
 PQ1036| PQ1041 STA 23                              APPROX. 6.5 KM 2700148.4 |
 PQ1036|---------------------------------------------------------------------|
 PQ1036
 PQ1036                          SUPERSEDED SURVEY CONTROL
 PQ1036
 PQ1036  NAD 83(1996)-  44 15 12.86319(N)    095 30 13.94365(W) AD(       ) 3
 PQ1036  NAD 83(1986)-  44 15 12.86247(N)    095 30 13.94290(W) AD(       ) 3
 PQ1036  NAD 27      -  44 15 13.06771(N)    095 30 12.89149(W) AD(       ) 3
 PQ1036  NGVD 29 (07/19/86)  363.7    (m)         1193.     (f) VERT ANG       
 PQ1036
 PQ1036.Superseded values are not recommended for survey control.
 PQ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1036.See file dsdata.txt to determine how the superseded data were derived.
 PQ1036
 PQ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0010903086(NAD 83)
 PQ1036
 PQ1036_MARKER: DB = BENCH MARK DISK
 PQ1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1036+STABILITY: SURFACE MOTION
 PQ1036
 PQ1036  HISTORY     - Date     Condition        Report By
 PQ1036  HISTORY     - 1961     MONUMENTED       USGS
 PQ1036
 PQ1036                          STATION DESCRIPTION
 PQ1036
 PQ1036'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JSA)
 PQ1036'WALNUT GROVE,2 MILE N AND 1.5 MI W OF. NEAR 1/4 CORNER BETWEEN
 PQ1036'SECTIONS 11 AND 14,T.109N,R.39W. 32 FT S AND 264 FT W OF ROAD AT N-S
 PQ1036'FENCE. IN A CONCRETE POST A STANDARD TABLET STAMPED---ET 4 JA 1961---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3014 ***********************************************************************
 DM3014  HT_MOD      -  This is a Height Modernization Survey Station.
 DM3014  DESIGNATION -  4 JKP
 DM3014  PID         -  DM3014
 DM3014  STATE/COUNTY-  MN/BIG STONE
 DM3014  COUNTRY     -  US
 DM3014  USGS QUAD   -  LAKE OLIVER (1968)
 DM3014
 DM3014                         *CURRENT SURVEY CONTROL
 DM3014  ______________________________________________________________________
 DM3014* NAD 83(2007) POSITION- 45 22 12.35223(N) 096 07 07.39164(W)   ADJUSTED  
 DM3014* NAD 83(2007) ELLIP HT-   311.256 (meters)        (08/31/10)   ADJUSTED
 DM3014* NAD 83(2007) EPOCH   -  2002.00
 DM3014* NAVD 88 ORTHO HEIGHT -   337.58   (meters)    1107.5   (feet) GPS OBS   
 DM3014  ______________________________________________________________________
 DM3014  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM3014  GEOID HEIGHT    -        -26.27  (meters)                     GEOID03
 DM3014  GEOID HEIGHT    -        -26.31  (meters)                     GEOID09
 DM3014  NAD 83(2007) X  -   -478,438.507 (meters)                     COMP
 DM3014  NAD 83(2007) Y  - -4,463,060.862 (meters)                     COMP
 DM3014  NAD 83(2007) Z  -  4,516,559.769 (meters)                     COMP
 DM3014  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC09
 DM3014  HORZ ORDER      -  FIRST
 DM3014  ELLP ORDER      -  THIRD     CLASS I
 DM3014
 DM3014.The horizontal coordinates were established by GPS observations
 DM3014.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM3014
 DM3014.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM3014.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM3014
 DM3014.The horizontal coordinates are valid at the epoch date displayed above
 DM3014.which is a decimal equivalence of Year/Month/Day.
 DM3014
 DM3014.The orthometric height was determined by GPS observations and a
 DM3014.high-resolution geoid model using precise GPS observation and
 DM3014.processing techniques.
 DM3014
 DM3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM3014
 DM3014.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM3014
 DM3014.The ellipsoidal height was determined by GPS observations
 DM3014.and is referenced to NAD 83.
 DM3014
 DM3014. The following values were computed from the NAD 83(2007) position.
 DM3014
 DM3014;                    North         East     Units Scale Factor Converg.
 DM3014;SPC MN S     -   365,508.486   634,037.013   MT  1.00003715   -1 29 06.3
 DM3014;SPC MN S     - 1,199,172.42  2,080,169.77   sFT  1.00003715   -1 29 06.3
 DM3014;UTM  14      - 5,028,103.861   725,621.139   MT  1.00022593   +2 03 04.9
 DM3014
 DM3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM3014!SPC MN S     -   0.99995120  x   1.00003715  =   0.99998835
 DM3014!UTM  14      -   0.99995120  x   1.00022593  =   1.00017712
 DM3014
 DM3014                          SUPERSEDED SURVEY CONTROL
 DM3014
 DM3014.No superseded survey control is available for this station.
 DM3014
 DM3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQR2562128103(NAD 83)
 DM3014
 DM3014_MARKER: DD = SURVEY DISK
 DM3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3014_STAMPING: 4 JKP 1966
 DM3014_MARK LOGO: USGS  
 DM3014_PROJECTION: PROJECTING 25 CENTIMETERS
 DM3014_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3014+STABILITY: SURFACE MOTION
 DM3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3014+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2009
 DM3014
 DM3014  HISTORY     - Date     Condition        Report By
 DM3014  HISTORY     - 19660401 MONUMENTED       USGS
 DM3014  HISTORY     - 20090805 GOOD             MNDT
 DM3014
 DM3014                          STATION DESCRIPTION
 DM3014
 DM3014'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM3014'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM3014'THE MARK IS 10.0 MILES NORTH OF CORRELL, 4.7 MILES NORTH ALONG COUNTY
 DM3014'ROAD 25 FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 25 IN
 DM3014'CORRELL, THEN 3.0 MILES WEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION
 DM3014'OF COUNTY ROAD 25 AND HIGHWAY 12, THEN 5.1 MILES NORTH ALONG COUNTY
 DM3014'ROAD 56 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 56, THEN
 DM3014'1.0 MILE WEST ON 50TH STREET TOWARD COUNTY ROAD 24, 134 FEET WEST AND
 DM3014'41 FEET NORTH OF CROSSROADS, 37.O FEET WEST OF NORTH FIELD ENTRANCE,
 DM3014'2.2 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1939 ***********************************************************************
 DM1939  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1939  DESIGNATION -  4 KED
 DM1939  PID         -  DM1939
 DM1939  STATE/COUNTY-  MN/SWIFT
 DM1939  COUNTRY     -  US
 DM1939  USGS QUAD   -  LAKE SIMON (1977)
 DM1939
 DM1939                         *CURRENT SURVEY CONTROL
 DM1939  ______________________________________________________________________
 DM1939* NAD 83(2007) POSITION- 45 23 01.62382(N) 095 15 19.87817(W)   ADJUSTED  
 DM1939* NAD 83(2007) ELLIP HT-   344.047 (meters)        (08/04/10)   ADJUSTED
 DM1939* NAD 83(2007) EPOCH   -  2002.00
 DM1939* NAVD 88 ORTHO HEIGHT -   370.53   (meters)    1215.6   (feet) GPS OBS   
 DM1939  ______________________________________________________________________
 DM1939  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1939  GEOID HEIGHT    -        -26.42  (meters)                     GEOID03
 DM1939  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 DM1939  NAD 83(2007) X  -   -411,050.777 (meters)                     COMP
 DM1939  NAD 83(2007) Y  - -4,468,706.879 (meters)                     COMP
 DM1939  NAD 83(2007) Z  -  4,517,651.651 (meters)                     COMP
 DM1939  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC09
 DM1939  HORZ ORDER      -  FIRST
 DM1939  ELLP ORDER      -  THIRD     CLASS I
 DM1939
 DM1939.The horizontal coordinates were established by GPS observations
 DM1939.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1939
 DM1939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1939.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1939
 DM1939.The horizontal coordinates are valid at the epoch date displayed above
 DM1939.which is a decimal equivalence of Year/Month/Day.
 DM1939
 DM1939.The orthometric height was determined by GPS observations and a
 DM1939.high-resolution geoid model using precise GPS observation and
 DM1939.processing techniques.
 DM1939
 DM1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1939
 DM1939.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1939
 DM1939.The ellipsoidal height was determined by GPS observations
 DM1939.and is referenced to NAD 83.
 DM1939
 DM1939. The following values were computed from the NAD 83(2007) position.
 DM1939
 DM1939;                    North         East     Units Scale Factor Converg.
 DM1939;SPC MN S     -   365,633.878   701,669.035   MT  1.00004081   -0 52 48.1
 DM1939;SPC MN S     - 1,199,583.81  2,302,059.16   sFT  1.00004081   -0 52 48.1
 DM1939;UTM  15      - 5,028,060.097   323,421.696   MT  0.99998337   -1 36 21.4
 DM1939
 DM1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1939!SPC MN S     -   0.99994606  x   1.00004081  =   0.99998687
 DM1939!UTM  15      -   0.99994606  x   0.99998337  =   0.99992943
 DM1939
 DM1939                          SUPERSEDED SURVEY CONTROL
 DM1939
 DM1939.No superseded survey control is available for this station.
 DM1939
 DM1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2342128060(NAD 83)
 DM1939
 DM1939_MARKER: DD = SURVEY DISK
 DM1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1939_STAMPING: 4 KED 1965
 DM1939_MARK LOGO: USGS  
 DM1939_PROJECTION: FLUSH
 DM1939_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1939+STABILITY: SURFACE MOTION
 DM1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1939+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DM1939
 DM1939  HISTORY     - Date     Condition        Report By
 DM1939  HISTORY     - 19650401 MONUMENTED       USGS
 DM1939  HISTORY     - 20080306 GOOD             MNDT
 DM1939
 DM1939                          STATION DESCRIPTION
 DM1939
 DM1939'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1939'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1939'THE MARK IS 2.6 MILES NORTH-NORTHWEST OF SUNBURG, 1.9 MILES NORTH
 DM1939'ALONG TRUNK HIGHWAY 104 FROM THE JUNCTION OF TRUNK HIGHWAY 104 AND
 DM1939'TRUNK HIGHWAY 9, AT TRUNK HIGHWAY 104 MILEPOINT 16.5, 74.0 FEET WEST
 DM1939'OF TRUNK HIGHWAY 104, 53.5 FEET SOUTH OF COUNTY ROAD 28 (60TH STREET
 DM1939'NORTHEAST), 1.2 FEET SOUTH OF TELEPHONE PEDESTAL NUMBER 1D6, 1.2 FEET
 DM1939'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1167 ***********************************************************************
 QO1167  DESIGNATION -  4 KOS
 QO1167  PID         -  QO1167
 QO1167  STATE/COUNTY-  MN/HENNEPIN
 QO1167  COUNTRY     -  US
 QO1167  USGS QUAD   -  ROCKFORD (1993)
 QO1167
 QO1167                         *CURRENT SURVEY CONTROL
 QO1167  ______________________________________________________________________
 QO1167* NAD 83(2007) POSITION- 45 04 17.89030(N) 093 44 15.12530(W)   ADJUSTED  
 QO1167* NAD 83(2007) ELLIP HT-   267.905 (meters)        (02/10/07)   ADJUSTED
 QO1167* NAD 83(2007) EPOCH   -  2002.00
 QO1167* NAVD 88 ORTHO HEIGHT -   295.553  (meters)     969.66  (feet) ADJUSTED  
 QO1167  ______________________________________________________________________
 QO1167  NAD 83(2007) X  -   -294,128.985 (meters)                     COMP
 QO1167  NAD 83(2007) Y  - -4,502,550.452 (meters)                     COMP
 QO1167  NAD 83(2007) Z  -  4,493,163.916 (meters)                     COMP
 QO1167  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC09
 QO1167  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 QO1167  DYNAMIC HEIGHT  -        295.528 (meters)      969.58  (feet) COMP
 QO1167  MODELED GRAVITY -    980,526.1   (mgal)                       NAVD 88
 QO1167
 QO1167  VERT ORDER      -  SECOND    CLASS I
 QO1167
 QO1167  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1167  Type                                         Horiz  Ellip  Dist(km)
 QO1167  -------------------------------------------------------------------
 QO1167  NETWORK                                       0.44   0.80
 QO1167  -------------------------------------------------------------------
 QO1167  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.46   0.85     11.19
 QO1167  -------------------------------------------------------------------
 QO1167  NOTE: Click here for information on individual local accuracy
 QO1167  values and other accuracy information.
 QO1167
 QO1167
 QO1167.The horizontal coordinates were established by GPS observations
 QO1167.and adjusted by the National Geodetic Survey in February 2007.
 QO1167
 QO1167.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1167.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1167
 QO1167.The horizontal coordinates are valid at the epoch date displayed above
 QO1167.which is a decimal equivalence of Year/Month/Day.
 QO1167
 QO1167.The orthometric height was determined by differential leveling and
 QO1167.adjusted in June 1991.
 QO1167
 QO1167.Photographs are available for this station.
 QO1167
 QO1167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1167
 QO1167.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1167
 QO1167.The ellipsoidal height was determined by GPS observations
 QO1167.and is referenced to NAD 83.
 QO1167
 QO1167.The dynamic height is computed by dividing the NAVD 88
 QO1167.geopotential number by the normal gravity value computed on the
 QO1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1167.degrees latitude (g = 980.6199 gals.).
 QO1167
 QO1167.The modeled gravity was interpolated from observed gravity values.
 QO1167
 QO1167. The following values were computed from the NAD 83(2007) position.
 QO1167
 QO1167;                    North         East     Units Scale Factor Converg.
 QO1167;SPC MN S     -   330,220.790   820,668.123   MT  0.99997154   +0 11 02.3
 QO1167;SPC MN S     - 1,083,399.38  2,692,475.33   sFT  0.99997154   +0 11 02.3
 QO1167;UTM  15      - 4,991,172.881   441,943.457   MT  0.99964144   -0 31 19.9
 QO1167
 QO1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1167!SPC MN S     -   0.99995800  x   0.99997154  =   0.99992954
 QO1167!UTM  15      -   0.99995800  x   0.99964144  =   0.99959945
 QO1167
 QO1167                          SUPERSEDED SURVEY CONTROL
 QO1167
 QO1167  NAD 83(1996)-  45 04 17.89010(N)    093 44 15.12474(W) AD(       ) 1
 QO1167  ELLIP H (04/01/05)  267.952  (m)                       GP(       ) 4 1
 QO1167  NAVD 88 (04/01/05)  295.55   (m)          969.7    (f) LEVELING    3  
 QO1167
 QO1167.Superseded values are not recommended for survey control.
 QO1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1167.See file dsdata.txt to determine how the superseded data were derived.
 QO1167
 QO1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4194391172(NAD 83)
 QO1167
 QO1167_MARKER: DV = VERTICAL CONTROL DISK
 QO1167_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO1167+WITH SETTING: INFORMATION.
 QO1167_SP_SET: METAL ROD WITH BASE PLATE
 QO1167_STAMPING: 4 KOS 1977
 QO1167_MARK LOGO: MNDT  
 QO1167_PROJECTION: RECESSED 5 CENTIMETERS
 QO1167_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1167+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 QO1167_ROD/PIPE-DEPTH:  2.4 meters
 QO1167
 QO1167  HISTORY     - Date     Condition        Report By
 QO1167  HISTORY     - 1977     MONUMENTED       MNDT
 QO1167  HISTORY     - 1978     GOOD             MNDT
 QO1167  HISTORY     - 20040812 GOOD             MNDT
 QO1167  HISTORY     - 20050428 GOOD             MNDT
 QO1167  HISTORY     - 20050428 GOOD             MNDT
 QO1167  HISTORY     - 20060711 GOOD             MNDT
 QO1167  HISTORY     - 20070822 GOOD             MNDT
 QO1167
 QO1167                          STATION DESCRIPTION
 QO1167
 QO1167'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1167'1.1 MI SOUTH FROM ROCKFORD.
 QO1167'THE MARK IS 2.0 MILES EAST MEASURED ALONG TRUNK HIGHWAY 12 FROM THE
 QO1167'EAST END OF BRIDGE NUMBER 3622 OVER THE CROW RIVER IN DELANO, THEN
 QO1167'NORTH 1.1 MILES ALONG LAKE HUGHEY ROAD TO THE JUNCTION OF C.S.A.H. 11,
 QO1167'THEN EAST 0.5 MILE ALONG C.S.A.H. 11 TO EAST LAKE REBECCA ROAD, THEN
 QO1167'NORTH 1.5 MILES ALONG EAST LAKE REBECCA ROAD. IT IS ALSO 0.1 MILE
 QO1167'EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM THE WEST END OF BRIDGE
 QO1167'NUMBER 5863, TRUNK HIGHWAY 55 OVER THE CROW RIVER, THEN 0.6 MILE SOUTH
 QO1167'ALONG C.S.A.H. 50, THEN 0.4 MILE SOUTH ALONG TAMARACK ST. TO EAST
 QO1167'LAKE REBECCA ROAD. IT IS 38 FT. WEST OF THE CENTERLINE OF EAST LAKE
 QO1167'REBECCA ROAD, 91 FT. SOUTH OF THE CENTERLINE OF TAMARACK STREET, 95
 QO1167'FT. NORTHWEST OF POWER POLE NUMBER 581. IT IS 1.0 FT. EAST OF A STEEL
 QO1167'WITNESS POST.
 QO1167'THE MARK IS 3 FT ABOVE ROAD.
 QO1167
 QO1167                          STATION RECOVERY (2004)
 QO1167
 QO1167'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JW)
 QO1167'1.1 MILES SOUTH OF ROCKFORD, 1.5 MILES NORTH OF JUNCTION OF EAST LAKE
 QO1167'REBECCA ROAD AND  COUNTY ROAD 11, 38 FEET WEST OF EAST LAKE REBECCA
 QO1167'ROA D, 91 FEET SOUTH OF TAMARACK  STREET, 95 FEET NORTHWEST OF POWER
 QO1167'POLE 5 81, 1 FOOT EAST OF WITNESS POST .  RECESSED 2  INCHES.
 QO1167
 QO1167                          STATION RECOVERY (2005)
 QO1167
 QO1167'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BB)
 QO1167'1.1 MILES SOUTH OF ROCKFORD, 1.5 MILES NORTH OF JUNCTION OF EAST LAKE
 QO1167'REBECCA ROAD AND COUNTY ROAD 11, 38 FEET WEST OF EAST LAKE REBECCA
 QO1167'ROAD, 91 FEET SOUTH OF TAMARACK STREET, 95 FEET NORTHWEST OF POWER
 QO1167'POLE 581, 1.0 FEET EAST OF WITNESS POST
 QO1167
 QO1167                          STATION RECOVERY (2005)
 QO1167
 QO1167'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BB)
 QO1167'1.1 MILES SOUTH OF ROCKFORD, 1.5 MILES NORTH OF JUNCTION OF EAST LAKE
 QO1167'REBECCA ROAD AND COUNTY ROAD 11, 38 FEET WEST OF EAST LAKE REBECCA
 QO1167'ROAD, 91 FEET SOUTH OF TAMARACK STREET, 95 FEET NORTHWEST OF POWER
 QO1167'POLE 581, 1.0 FEET EAST OF WITNESS POST
 QO1167
 QO1167                          STATION RECOVERY (2006)
 QO1167
 QO1167'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 QO1167'1.1 MILES SOUTH OF ROCKFORD, 0.6 MILES SOUTH ALONG COUNTY ROAD 50 FROM
 QO1167'THE JUNCTION OF COUNTY ROAD 50 AND TRUNK HIGHWAY 55 IN ROCKFORD,
 QO1167'THENCE 0.5 MILES SOUTH ALONG EAST REBECCA ROAD (1.5 MILES NORTH OF
 QO1167'JUNCTION OF EAST LAKE REBECCA ROAD AND COUNTY ROAD 11), 38 FEET WEST
 QO1167'OF EAST LAKE REBECCA ROAD, 91 FEET SOUTH OF TAMARACK STREET, 95 FEET
 QO1167'NORTHWEST OF POWER POLE 581, 1.0 FEET EAST OF WITNESS POST.
 QO1167
 QO1167                          STATION RECOVERY (2007)
 QO1167
 QO1167'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1167'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTHEAST OF WATERTOWN, 3.2
 QO1167'MI (5.1 KM) NORTHEAST OF DELANO AND 1.2 MI (1.9 KM) SOUTH OF ROCKFORD.
 QO1167'TO REACH TO THE MARK GO 1.1 MI (1.8 KM) SOUTH OF ROCKFORD, 0.6 MI (1.0
 QO1167'KM) SOUTH ALONG COUNTY ROAD 50 FROM THE JUNCTION OF COUNTY ROAD 50 AND
 QO1167'TRUNK HIGHWAY 55 IN ROCKFORD, THENCE 0.5 MI (0.8 KM) SOUTH ALONG EAST
 QO1167'REBECCA ROAD 38 FT (11.6 M) WEST OF EAST LAKE REBECCA ROAD, 91 FT
 QO1167'(27.7 M) SOUTH OF TAMARACK STREET, 95 FT (29.0 M) NORTHWEST OF POWER
 QO1167'POLE 581, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1968 ***********************************************************************
 DL1968  DESIGNATION -  4 LMT
 DL1968  PID         -  DL1968
 DL1968  STATE/COUNTY-  MN/AITKIN
 DL1968  COUNTRY     -  US
 DL1968  USGS QUAD   -  BAIN (1970)
 DL1968
 DL1968                         *CURRENT SURVEY CONTROL
 DL1968  ______________________________________________________________________
 DL1968* NAD 83(1986) POSITION- 46 47 56.00   (N) 093 36 49.00   (W)   HD_HELD1  
 DL1968* NAVD 88 ORTHO HEIGHT -   388.590  (meters)    1274.90  (feet) ADJUSTED  
 DL1968  ______________________________________________________________________
 DL1968  GEOID HEIGHT    -        -28.41  (meters)                     GEOID09
 DL1968  DYNAMIC HEIGHT  -        388.615 (meters)     1274.98  (feet) COMP
 DL1968  MODELED GRAVITY -    980,665.7   (mgal)                       NAVD 88
 DL1968
 DL1968  VERT ORDER      -  SECOND    CLASS I
 DL1968
 DL1968.The horizontal coordinates were established by differentially corrected
 DL1968.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DL1968.
 DL1968.The orthometric height was determined by differential leveling and
 DL1968.adjusted in May 2009.
 DL1968
 DL1968.Photographs are available for this station.
 DL1968
 DL1968.The dynamic height is computed by dividing the NAVD 88
 DL1968.geopotential number by the normal gravity value computed on the
 DL1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1968.degrees latitude (g = 980.6199 gals.).
 DL1968
 DL1968.The modeled gravity was interpolated from observed gravity values.
 DL1968
 DL1968;                    North         East    Units  Estimated Accuracy
 DL1968;SPC MN C     -   300,138.8     848,579.8     MT  (+/- 3 meters HH1 GPS) 
 DL1968
 DL1968                          SUPERSEDED SURVEY CONTROL
 DL1968
 DL1968.No superseded survey control is available for this station.
 DL1968
 DL1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5317582998(NAD 83)
 DL1968
 DL1968_MARKER: DB = BENCH MARK DISK
 DL1968_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1968_SP_SET: CULVERT HEADWALL
 DL1968_STAMPING: 4 LMT 1969
 DL1968_MARK LOGO: USGS  
 DL1968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1968+STABILITY: SURFACE MOTION
 DL1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1968+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 DL1968
 DL1968  HISTORY     - Date     Condition        Report By
 DL1968  HISTORY     - 1969     MONUMENTED       USGS
 DL1968  HISTORY     - 19970709 GOOD             MNDT
 DL1968  HISTORY     - 20090708 GOOD             MNDT
 DL1968
 DL1968                          STATION DESCRIPTION
 DL1968
 DL1968'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1968'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHEAST OF
 DL1968'SWATARA, 4.1 MI (6.6 KM) NORTH OF WAUKENABO AND 1.3 MI (2.0 KM)
 DL1968'WEST-NORTHWEST OF BAIN, AND ABOUT 13 MI (20.9 KM) SOUTH OF HILL CITY,
 DL1968'32 FT (9.8 M) NORTH AND 25 FT (7.6 M) EAST OF TH 169 AT E-W TRAILS,
 DL1968'TH169 MP 273.95, IN CENTER OF EAST HEADWALL OF TH 169 CONCRETE CULVERT
 DL1968'NO 2295 AT WHITE ELK CREEK.
 DL1968
 DL1968                          STATION RECOVERY (2009)
 DL1968
 DL1968'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 DL1968'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5973 ***********************************************************************
 DH5973  DESIGNATION -  4 LNB
 DH5973  PID         -  DH5973
 DH5973  STATE/COUNTY-  MN/OTTER TAIL
 DH5973  COUNTRY     -  US
 DH5973  USGS QUAD   -  HENNING (1969)
 DH5973
 DH5973                         *CURRENT SURVEY CONTROL
 DH5973  ______________________________________________________________________
 DH5973* NAD 83(1986) POSITION- 46 16 40.     (N) 095 22 57.     (W)   SCALED    
 DH5973* NAVD 88 ORTHO HEIGHT -   445.769  (meters)    1462.49  (feet) ADJUSTED  
 DH5973  ______________________________________________________________________
 DH5973  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 DH5973  DYNAMIC HEIGHT  -        445.773 (meters)     1462.51  (feet) COMP
 DH5973  MODELED GRAVITY -    980,610.6   (mgal)                       NAVD 88
 DH5973
 DH5973  VERT ORDER      -  THIRD
 DH5973
 DH5973.The horizontal coordinates were scaled from a topographic map and have
 DH5973.an estimated accuracy of +/- 6 seconds.
 DH5973.
 DH5973.The orthometric height was determined by differential leveling and
 DH5973.adjusted in May 2009.
 DH5973
 DH5973.No vertical observational check was made to the station.
 DH5973
 DH5973.The dynamic height is computed by dividing the NAVD 88
 DH5973.geopotential number by the normal gravity value computed on the
 DH5973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5973.degrees latitude (g = 980.6199 gals.).
 DH5973
 DH5973.The modeled gravity was interpolated from observed gravity values.
 DH5973
 DH5973;                    North         East    Units  Estimated Accuracy
 DH5973;SPC MN C     -   242,640.      712,720.      MT  (+/- 180 meters Scaled)
 DH5973
 DH5973                          SUPERSEDED SURVEY CONTROL
 DH5973
 DH5973.No superseded survey control is available for this station.
 DH5973
 DH5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM164276(NAD 83)
 DH5973
 DH5973_MARKER: DB = BENCH MARK DISK
 DH5973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5973_STAMPING: 4 LNB 1967
 DH5973_MARK LOGO: USGS  
 DH5973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5973+STABILITY: SURFACE MOTION
 DH5973
 DH5973  HISTORY     - Date     Condition        Report By
 DH5973  HISTORY     - 1967     MONUMENTED       USGS
 DH5973
 DH5973                          STATION DESCRIPTION
 DH5973
 DH5973'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5973'ALMORA, ABOUT 2.4 MI (3.9 KM) NW. OF, ALONG THE SOO LINE RR., HENNING,
 DH5973'ABOUT 4.4 MI (7.1 KM) SE. OF ALONG THE SOO LINE RR., NEAR THE CENTER
 DH5973'OF THE NORTH 1/2 OF SECTION 6, T. 132 NORTH, R. 37 WEST, 0.35 MI (0.56
 DH5973'KM) SOUTH OF A ROAD CROSSING, 5 POLES SOUTH OF MILEPOST 166, 45 FT
 DH5973'(13.7 M) SOUTH, 46 FT (14.0 M) EAST AND 0.6 FT (0.2 M) HIGHER THAN RR.
 DH5973'AT FIELD RD. CROSSING, 75 FT (22.9 M) SW. OF SW. COR. OF GRANARY, 1.5
 DH5973'FT (0.5 M) WEST OF RIGHT-OF-WAY FENCE AND 1.7 FT (0.5 M) SOUTH. OF A
 DH5973'METAL WITNESS POST, IN TOP OF CONCRETE POST, A STANDARD TABLET STAMPED
 DH5973'4 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2875 ***********************************************************************
 DM2875  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2875  DESIGNATION -  4 RB
 DM2875  PID         -  DM2875
 DM2875  STATE/COUNTY-  MN/POPE
 DM2875  COUNTRY     -  US
 DM2875  USGS QUAD   -  CYRUS (1968)
 DM2875
 DM2875                         *CURRENT SURVEY CONTROL
 DM2875  ______________________________________________________________________
 DM2875* NAD 83(2007) POSITION- 45 34 17.09846(N) 095 44 20.18478(W)   ADJUSTED  
 DM2875* NAD 83(2007) ELLIP HT-   317.149 (meters)        (08/27/10)   ADJUSTED
 DM2875* NAD 83(2007) EPOCH   -  2002.00
 DM2875* NAVD 88 ORTHO HEIGHT -   343.29   (meters)    1126.3   (feet) GPS OBS   
 DM2875  ______________________________________________________________________
 DM2875  NAD 83(2007) X  -   -447,250.556 (meters)                     COMP
 DM2875  NAD 83(2007) Y  - -4,450,266.589 (meters)                     COMP
 DM2875  NAD 83(2007) Z  -  4,532,255.530 (meters)                     COMP
 DM2875  LAPLACE CORR    -          0.46  (seconds)                    DEFLEC09
 DM2875  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DM2875  HORZ ORDER      -  FIRST
 DM2875  ELLP ORDER      -  THIRD     CLASS I
 DM2875
 DM2875.The horizontal coordinates were established by GPS observations
 DM2875.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2875
 DM2875.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2875.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2875
 DM2875.The horizontal coordinates are valid at the epoch date displayed above
 DM2875.which is a decimal equivalence of Year/Month/Day.
 DM2875
 DM2875.The orthometric height was determined by GPS observations and a
 DM2875.high-resolution geoid model using precise GPS observation and
 DM2875.processing techniques.
 DM2875
 DM2875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2875
 DM2875.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2875
 DM2875.The ellipsoidal height was determined by GPS observations
 DM2875.and is referenced to NAD 83.
 DM2875
 DM2875. The following values were computed from the NAD 83(2007) position.
 DM2875
 DM2875;                    North         East     Units Scale Factor Converg.
 DM2875;SPC MN C     -   164,603.963   683,780.196   MT  1.00001011   -1 04 37.5
 DM2875;SPC MN C     -   540,038.17  2,243,368.86   sFT  1.00001011   -1 04 37.5
 DM2875;UTM  15      - 5,050,079.892   286,287.573   MT  1.00016157   -1 57 24.0
 DM2875
 DM2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2875!SPC MN C     -   0.99995028  x   1.00001011  =   0.99996039
 DM2875!UTM  15      -   0.99995028  x   1.00016157  =   1.00011184
 DM2875
 DM2875                          SUPERSEDED SURVEY CONTROL
 DM2875
 DM2875  NAVD 88 (08/27/10)  343.28   (m)  GEOID03 model used   GPS OBS        
 DM2875
 DM2875.Superseded values are not recommended for survey control.
 DM2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2875.See file dsdata.txt to determine how the superseded data were derived.
 DM2875
 DM2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8628750079(NAD 83)
 DM2875
 DM2875_MARKER: DB = BENCH MARK DISK
 DM2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2875_STAMPING: 4 RB 1966 1126
 DM2875_MARK LOGO: USGS  
 DM2875_PROJECTION: PROJECTING 3 CENTIMETERS
 DM2875_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2875+STABILITY: SURFACE MOTION
 DM2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2875+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2009
 DM2875
 DM2875  HISTORY     - Date     Condition        Report By
 DM2875  HISTORY     - 19660401 MONUMENTED       USGS
 DM2875  HISTORY     - 20090806 GOOD             MNDT
 DM2875  HISTORY     - 20090806 GOOD             MNDT
 DM2875
 DM2875                          STATION DESCRIPTION
 DM2875
 DM2875'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM2875'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2875'THE MARK IS 3.0 MILES SOUTH OF CYRUS, 3.0 MILES SOUTH ALONG COUNTY
 DM2875'ROAD 3 FROM JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN CYRUS TO
 DM2875'JUNCTION OF COUNTY ROAD 10 (WEST) AND COUNTY ROAD 18 (EAST), THEN 0.1
 DM2875'MILE WEST ALONG COUNTY ROAD 18, 35.0 FEET SOUTH OF COUNTY ROAD 10,
 DM2875'15.5 FEET EAST OF FIELD ENTRANCE, ROW OF TREES AT 180 DEGREES.
 DM2875
 DM2875                          STATION RECOVERY (2009)
 DM2875
 DM2875'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM2875'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2875'THE MARK IS 3.0 MILES SOUTH OF CYRUS, 3.0 MILES SOUTH ALONG COUNTY
 DM2875'ROAD 3 FROM JUNCTION OF COUNTY ROAD 3 AND TRUNK HIGHWAY 28 IN CYRUS TO
 DM2875'JUNCTION OF COUNTY ROAD 10 (WEST) AND COUNTY ROAD 18 (EAST), THEN 0.1
 DM2875'MILE WEST ALONG COUNTY ROAD 18, 35.0 FEET SOUTH OF COUNTY ROAD 10,
 DM2875'15.5 FEET EAST OF FIELD ENTRANCE, ROW OF TREES AT 180 DEGREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1147 ***********************************************************************
 PQ1147  DESIGNATION -  4 SEM
 PQ1147  PID         -  PQ1147
 PQ1147  STATE/COUNTY-  MN/LYON
 PQ1147  COUNTRY     -  US
 PQ1147  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1147
 PQ1147                         *CURRENT SURVEY CONTROL
 PQ1147  ______________________________________________________________________
 PQ1147* NAD 83(1996) POSITION- 44 37 16.63355(N) 095 52 10.29414(W)   ADJUSTED  
 PQ1147* NAVD 88 ORTHO HEIGHT -   342.54   (+/-2cm)    1123.8   (feet) VERTCON   
 PQ1147  ______________________________________________________________________
 PQ1147  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PQ1147  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC09
 PQ1147  HORZ ORDER      -  THIRD
 PQ1147  VERT ORDER      -  THIRD ? (See Below)
 PQ1147
 PQ1147.The horizontal coordinates were established by classical geodetic methods
 PQ1147.and adjusted by the National Geodetic Survey in March 1999.
 PQ1147.
 PQ1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1147
 PQ1147.The vertical order pertains to the NGVD 29 superseded value.
 PQ1147
 PQ1147.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1147
 PQ1147. The following values were computed from the NAD 83(1996) position.
 PQ1147
 PQ1147;                    North         East     Units Scale Factor Converg.
 PQ1147;SPC MN S     -   281,840.248   651,650.155   MT  0.99992422   -1 18 37.5
 PQ1147;SPC MN S     -   924,670.88  2,137,955.55   sFT  0.99992422   -1 18 37.5
 PQ1147;UTM  15      - 4,944,887.517   272,351.178   MT  1.00023734   -2 00 59.3
 PQ1147
 PQ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1147!SPC MN S     -   0.99995049  x   0.99992422  =   0.99987472
 PQ1147!UTM  15      -   0.99995049  x   1.00023734  =   1.00018782
 PQ1147
 PQ1147                          SUPERSEDED SURVEY CONTROL
 PQ1147
 PQ1147  NAD 83(1996)-  44 37 16.63412(N)    095 52 10.29131(W) AD(       ) 3
 PQ1147  NAD 83(1986)-  44 37 16.63355(N)    095 52 10.27546(W) AD(       ) 3
 PQ1147  NAD 27      -  44 37 16.77631(N)    095 52 09.15332(W) AD(       ) 3
 PQ1147  NGVD 29 (07/19/86)  342.35   (m)         1123.2    (f) LEVELING    3  
 PQ1147
 PQ1147.Superseded values are not recommended for survey control.
 PQ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1147.See file dsdata.txt to determine how the superseded data were derived.
 PQ1147
 PQ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7235144887(NAD 83)
 PQ1147
 PQ1147_MARKER: DB = BENCH MARK DISK
 PQ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1147_STAMPING: 4 SEM 1965 1123
 PQ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1147+STABILITY: SURFACE MOTION
 PQ1147
 PQ1147  HISTORY     - Date     Condition        Report By
 PQ1147  HISTORY     - 1965     MONUMENTED       USGS
 PQ1147
 PQ1147                          STATION DESCRIPTION
 PQ1147
 PQ1147'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (SEM)
 PQ1147'GHENT,7.4 MILES N AND 1.25 MILES E OF AND 0.35 MILE N ON COUNT ROAD
 PQ1147'10, T.113N,R.42W,1860 FT N OF CORNER SECTIONS 1,2,11,12, AT CREST OF
 PQ1147'HILL, 19 FT E OF ROAD, 2 FT W OF N-S FENCE, IN CONCRETE POST WITH
 PQ1147'A STANDARD TABLET STAMPED---4 SEM 1965 1123 ET 1965---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1098 ***********************************************************************
 PQ1098  DESIGNATION -  4 T
 PQ1098  PID         -  PQ1098
 PQ1098  STATE/COUNTY-  MN/LYON
 PQ1098  COUNTRY     -  US
 PQ1098  USGS QUAD   -  RUSSELL (1963)
 PQ1098
 PQ1098                         *CURRENT SURVEY CONTROL
 PQ1098  ______________________________________________________________________
 PQ1098* NAD 83(1996) POSITION- 44 22 14.28216(N) 095 57 21.72368(W)   ADJUSTED  
 PQ1098* NAVD 88 ORTHO HEIGHT -   477.29   (+/-2cm)    1565.9   (feet) VERTCON   
 PQ1098  ______________________________________________________________________
 PQ1098  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 PQ1098  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 PQ1098  HORZ ORDER      -  THIRD
 PQ1098  VERT ORDER      -  THIRD ? (See Below)
 PQ1098
 PQ1098.The horizontal coordinates were established by classical geodetic methods
 PQ1098.and adjusted by the National Geodetic Survey in March 1999.
 PQ1098.
 PQ1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1098
 PQ1098.The vertical order pertains to the NGVD 29 superseded value.
 PQ1098
 PQ1098.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1098
 PQ1098. The following values were computed from the NAD 83(1996) position.
 PQ1098
 PQ1098;                    North         East     Units Scale Factor Converg.
 PQ1098;SPC MN S     -   254,157.937   644,120.489   MT  0.99992464   -1 22 15.7
 PQ1098;SPC MN S     -   833,849.83  2,113,251.97   sFT  0.99992464   -1 22 15.7
 PQ1098;UTM  15      - 4,917,290.191   264,480.454   MT  1.00028222   -2 04 05.1
 PQ1098;UTM  14      - 4,917,546.952   742,525.546   MT  1.00032342   +2 07 46.8
 PQ1098
 PQ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1098!SPC MN S     -   0.99992934  x   0.99992464  =   0.99985398
 PQ1098!UTM  15      -   0.99992934  x   1.00028222  =   1.00021154
 PQ1098!UTM  14      -   0.99992934  x   1.00032342  =   1.00025274
 PQ1098
 PQ1098                          SUPERSEDED SURVEY CONTROL
 PQ1098
 PQ1098  NAD 83(1996)-  44 22 14.27717(N)    095 57 21.72207(W) AD(       ) 3
 PQ1098  NAD 83(1986)-  44 22 14.27646(N)    095 57 21.71264(W) AD(       ) 3
 PQ1098  NAD 27      -  44 22 14.40841(N)    095 57 20.60716(W) AD(       ) 3
 PQ1098  NGVD 29 (07/19/86)  477.05   (m)         1565.1    (f) LEVELING    3  
 PQ1098
 PQ1098.Superseded values are not recommended for survey control.
 PQ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1098.See file dsdata.txt to determine how the superseded data were derived.
 PQ1098
 PQ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6448017290(NAD 83)
 PQ1098
 PQ1098_MARKER: DB = BENCH MARK DISK
 PQ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1098_STAMPING: 4 T 1960 1565
 PQ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1098+STABILITY: SURFACE MOTION
 PQ1098
 PQ1098  HISTORY     - Date     Condition        Report By
 PQ1098  HISTORY     - 1960     MONUMENTED       USGS
 PQ1098
 PQ1098                          STATION DESCRIPTION
 PQ1098
 PQ1098'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1098'RUSSELL,3.5 MILE N AND 0.5 MILE W OF. 519 FT E,37 FT S AND 13 FT
 PQ1098'HIGHER THAN T-ROAD E AT NW CORNER OF SECTION 6,T.110N,R.42W, 5 FT W
 PQ1098'OF POWERPOLE AND 1 FT S OF E-W FENCE. IN A CONCRETE POST A STANDARD
 PQ1098'TABLET STAMPED---4 T 1960 1565 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7364 ***********************************************************************
 DF7364  DESIGNATION -  4 TPA
 DF7364  PID         -  DF7364
 DF7364  STATE/COUNTY-  MN/BELTRAMI
 DF7364  COUNTRY     -  US
 DF7364  USGS QUAD   -  NEBISH (1972)
 DF7364
 DF7364                         *CURRENT SURVEY CONTROL
 DF7364  ______________________________________________________________________
 DF7364* NAD 83(1986) POSITION- 47 51 39.1    (N) 094 49 08.6    (W)   HD_HELD2  
 DF7364* NAVD 88 ORTHO HEIGHT -   373.990  (meters)    1227.00  (feet) ADJUSTED  
 DF7364  ______________________________________________________________________
 DF7364  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 DF7364  DYNAMIC HEIGHT  -        374.050 (meters)     1227.20  (feet) COMP
 DF7364  MODELED GRAVITY -    980,761.5   (mgal)                       NAVD 88
 DF7364
 DF7364  VERT ORDER      -  SECOND    CLASS I
 DF7364
 DF7364.The horizontal coordinates were established by autonomous hand held GPS
 DF7364.observations and have an estimated accuracy of +/- 10 meters.
 DF7364.
 DF7364.The orthometric height was determined by differential leveling and
 DF7364.adjusted in October 2007.
 DF7364
 DF7364.The dynamic height is computed by dividing the NAVD 88
 DF7364.geopotential number by the normal gravity value computed on the
 DF7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7364.degrees latitude (g = 980.6199 gals.).
 DF7364
 DF7364.The modeled gravity was interpolated from observed gravity values.
 DF7364
 DF7364;                    North         East    Units  Estimated Accuracy
 DF7364;SPC MN N     -   252,722.      671,393.      MT  (+/- 10 meters HH2 GPS)
 DF7364
 DF7364                          SUPERSEDED SURVEY CONTROL
 DF7364
 DF7364  NAVD 88 (04/16/04)  374.020  (m)         1227.10   (f) SUPERSEDED  2 1
 DF7364
 DF7364.Superseded values are not recommended for survey control.
 DF7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7364.See file dsdata.txt to determine how the superseded data were derived.
 DF7364
 DF7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6394402437(NAD 83)
 DF7364
 DF7364_MARKER: DB = BENCH MARK DISK
 DF7364_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF7364_STAMPING: 4 TPA 1972
 DF7364_MARK LOGO: USGS  
 DF7364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7364+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2003
 DF7364
 DF7364  HISTORY     - Date     Condition        Report By
 DF7364  HISTORY     - 1972     MONUMENTED       USGS
 DF7364  HISTORY     - 20010710 GOOD             MNDT
 DF7364  HISTORY     - 20030522 GOOD             MNDT
 DF7364
 DF7364                          STATION DESCRIPTION
 DF7364
 DF7364'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7364'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1 MI (1.6 KM)
 DF7364'EAST OF RED LAKE, 1.0 MI (1.6 KM) EAST ALONG TH 1 FROM SOUTH JCT OF TH
 DF7364'1 AND TH 89 (1 MI WEST OF RED LAKE), 1.2 MI (1.9 KM) SOUTH AND 4.2 MI
 DF7364'(6.8 KM) EAST OF REDBY, AT TH 1 MP 128.3, 50 FT (15.2 M) WEST OF ENT,
 DF7364'43 FT (13.1 M) SOUTH OF TH 1, 1.2 FT (0.4 M) SOUTH WIT POST, RECESSED
 DF7364'2 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES. NOTE--ROD
 DF7364'DEPTH UNKNOWN.
 DF7364
 DF7364                          STATION RECOVERY (2003)
 DF7364
 DF7364'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (WAS)
 DF7364'THE MARK WAS RECOVERED  AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6149 ***********************************************************************
 DK6149  DESIGNATION -  4 WH
 DK6149  PID         -  DK6149
 DK6149  STATE/COUNTY-  MN/MARSHALL
 DK6149  COUNTRY     -  US
 DK6149  USGS QUAD   -  STEPHEN WEST (1982)
 DK6149
 DK6149                         *CURRENT SURVEY CONTROL
 DK6149  ______________________________________________________________________
 DK6149* NAD 83(2007) POSITION- 48 24 48.55031(N) 096 59 54.10705(W)   ADJUSTED  
 DK6149* NAD 83(2007) ELLIP HT-   218.441 (meters)        (07/11/08)   ADJUSTED
 DK6149* NAD 83(2007) EPOCH   -  2002.00
 DK6149* NAVD 88 ORTHO HEIGHT -   245.6    (meters)     806.    (feet) GPS OBS   
 DK6149  ______________________________________________________________________
 DK6149  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6149  GEOID HEIGHT    -        -27.12  (meters)                     GEOID03
 DK6149  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DK6149  NAD 83(2007) X  -   -516,798.811 (meters)                     COMP
 DK6149  NAD 83(2007) Y  - -4,209,982.909 (meters)                     COMP
 DK6149  NAD 83(2007) Z  -  4,747,680.992 (meters)                     COMP
 DK6149  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC09
 DK6149  HORZ ORDER      -  FIRST
 DK6149  ELLP ORDER      -  FIRST     CLASS I
 DK6149
 DK6149.The horizontal coordinates were established by GPS observations
 DK6149.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6149
 DK6149.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6149.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6149
 DK6149.The horizontal coordinates are valid at the epoch date displayed above
 DK6149.which is a decimal equivalence of Year/Month/Day.
 DK6149
 DK6149.The orthometric height was determined by GPS observations and a
 DK6149.high-resolution geoid model.
 DK6149
 DK6149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6149
 DK6149.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6149
 DK6149.The ellipsoidal height was determined by GPS observations
 DK6149.and is referenced to NAD 83.
 DK6149
 DK6149. The following values were computed from the NAD 83(2007) position.
 DK6149
 DK6149;                    North         East     Units Scale Factor Converg.
 DK6149;SPC MN N     -   320,009.697   511,551.220   MT  0.99995375   -2 53 22.4
 DK6149;SPC MN N     - 1,049,898.48  1,678,314.29   sFT  0.99995375   -2 53 22.4
 DK6149;UTM  14      - 5,364,194.614   648,112.520   MT  0.99986954   +1 29 50.7
 DK6149
 DK6149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6149!SPC MN N     -   0.99996577  x   0.99995375  =   0.99991952
 DK6149!UTM  14      -   0.99996577  x   0.99986954  =   0.99983531
 DK6149
 DK6149                          SUPERSEDED SURVEY CONTROL
 DK6149
 DK6149.No superseded survey control is available for this station.
 DK6149
 DK6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4811264194(NAD 83)
 DK6149
 DK6149_MARKER: DD = SURVEY DISK
 DK6149_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DK6149+WITH SETTING: INFORMATION.
 DK6149_STAMPING: 4 WH 1978
 DK6149_MARK LOGO: USGS  
 DK6149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6149+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2008
 DK6149
 DK6149  HISTORY     - Date     Condition        Report By
 DK6149  HISTORY     - 1978     MONUMENTED       USGS
 DK6149  HISTORY     - 20080116 GOOD             MNDT
 DK6149
 DK6149                          STATION DESCRIPTION
 DK6149
 DK6149'DESCRIBED BY MN DEPT OF TRANSP 2008 (PJG)
 DK6149'2.5 MILES SOUTH AND 5.5 MILES WEST OF STEPHEN, 85 FEET NORTH OF 370
 DK6149'STREET NORTHWEST, 1.5 MILES SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 DK6149'JUNCTION OF COUNTY ROAD 6 IN STEPHEN TO MILEPOINT 367.1 THEN 6.1 MILES
 DK6149'WEST ALONG 380TH STREET NORTHWEST THEN 1.0 MILE SOUTH ON COUNTY ROAD
 DK6149'10, 69 FEET WEST OF THE CROSSROAD OF COUNTY ROAD 10 AND 440 AVENUE,
 DK6149'2.0 FEET SOUTH OF POWER POLE, 1 FOOT EAST OF WITNESS POST.  THE MARK
 DK6149'IS A DEPARTMENT OF THE INTERIOR U.S.GEOLOGICAL SURVEY DISK ON A COPPER
 DK6149'CLAD ROD, ROD DEPTH IS UNKNOWN.  DISK IS RECESSED 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5930 ***********************************************************************
 DF5930  DESIGNATION -  40
 DF5930  PID         -  DF5930
 DF5930  STATE/COUNTY-  MN/PINE
 DF5930  COUNTRY     -  US
 DF5930  USGS QUAD   -  DANBURY EAST (1983)
 DF5930
 DF5930                         *CURRENT SURVEY CONTROL
 DF5930  ______________________________________________________________________
 DF5930* NAD 83(2007) POSITION- 46 05 30.15236(N) 092 19 07.03453(W)   ADJUSTED  
 DF5930* NAD 83(2007) ELLIP HT-   277.797 (meters)        (02/10/07)   ADJUSTED
 DF5930* NAD 83(2007) EPOCH   -  2002.00
 DF5930* NAVD 88 ORTHO HEIGHT -   304.2    (meters)     998.    (feet) GPS OBS   
 DF5930  ______________________________________________________________________
 DF5930  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5930  GEOID HEIGHT    -        -26.34  (meters)                     GEOID99
 DF5930  GEOID HEIGHT    -        -26.37  (meters)                     GEOID09
 DF5930  NAD 83(2007) X  -   -179,269.901 (meters)                     COMP
 DF5930  NAD 83(2007) Y  - -4,427,546.589 (meters)                     COMP
 DF5930  NAD 83(2007) Z  -  4,572,522.918 (meters)                     COMP
 DF5930  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC09
 DF5930
 DF5930  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5930  Type                                         Horiz  Ellip  Dist(km)
 DF5930  -------------------------------------------------------------------
 DF5930  NETWORK                                       1.08   0.73
 DF5930  -------------------------------------------------------------------
 DF5930  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.20   0.73     11.15
 DF5930  -------------------------------------------------------------------
 DF5930  NOTE: Click here for information on individual local accuracy
 DF5930  values and other accuracy information.
 DF5930
 DF5930
 DF5930.The horizontal coordinates were established by GPS observations
 DF5930.and adjusted by the National Geodetic Survey in February 2007.
 DF5930
 DF5930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5930.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5930
 DF5930.The horizontal coordinates are valid at the epoch date displayed above
 DF5930.which is a decimal equivalence of Year/Month/Day.
 DF5930
 DF5930.The orthometric height was determined by GPS observations and a
 DF5930.high-resolution geoid model.
 DF5930
 DF5930.Photographs are available for this station.
 DF5930
 DF5930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5930
 DF5930.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5930
 DF5930.The ellipsoidal height was determined by GPS observations
 DF5930.and is referenced to NAD 83.
 DF5930
 DF5930. The following values were computed from the NAD 83(2007) position.
 DF5930
 DF5930;                    North         East     Units Scale Factor Converg.
 DF5930;SPC MN C     -   223,159.835   949,338.535   MT  0.99993099   +1 23 49.7
 DF5930;SPC MN C     -   732,150.23  3,114,621.51   sFT  0.99993099   +1 23 49.7
 DF5930;UTM  15      - 5,104,462.726   552,673.495   MT  0.99963411   +0 29 27.3
 DF5930
 DF5930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5930!SPC MN C     -   0.99995645  x   0.99993099  =   0.99988745
 DF5930!UTM  15      -   0.99995645  x   0.99963411  =   0.99959058
 DF5930
 DF5930                          SUPERSEDED SURVEY CONTROL
 DF5930
 DF5930  NAD 83(1996)-  46 05 30.15235(N)    092 19 07.03469(W) AD(       ) 1
 DF5930  ELLIP H (05/27/03)  277.840  (m)                       GP(       ) 3 1
 DF5930
 DF5930.Superseded values are not recommended for survey control.
 DF5930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5930.See file dsdata.txt to determine how the superseded data were derived.
 DF5930
 DF5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5267304462(NAD 83)
 DF5930
 DF5930_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5930_STAMPING: NO 40
 DF5930_MARK LOGO: MN-115
 DF5930_PROJECTION: FLUSH
 DF5930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5930+STABILITY: SURFACE MOTION
 DF5930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5930+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2007
 DF5930
 DF5930  HISTORY     - Date     Condition        Report By
 DF5930  HISTORY     - 1999     MONUMENTED       MN-115
 DF5930  HISTORY     - 20050421 GOOD             MNDT
 DF5930  HISTORY     - 20050421 GOOD             MNDT
 DF5930  HISTORY     - 20070912 GOOD             MNDT
 DF5930
 DF5930                          STATION DESCRIPTION
 DF5930
 DF5930'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5930'0.45 MI (0.72 KM) EAST OF MARKVILLE ON CO RD 25 FROM JCT OF CO RD 31,
 DF5930'44 FT (13.4 M) NORTH OF CO RD 25, 27 FT (8.2 M) EAST OF WEST LINE OF
 DF5930'CEMETERY, 8 FT (2.4 M) SOUTH OF FENCE, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5930'
 DF5930
 DF5930                          STATION RECOVERY (2005)
 DF5930
 DF5930'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (RTM)
 DF5930'0.5 MILES EAST OF MARKVILLE, 0.45 MILES EAST ALONG COUNTY ROAD 25 FROM
 DF5930'JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 31 IN MARKVILLE, 44.0 FEET
 DF5930'NORTH OF COUNTY ROAD 25, 8.0 FEET SOUTH OF FENCE, 2.0 FEET SOUTH OF
 DF5930'WITNESS POST.
 DF5930
 DF5930                          STATION RECOVERY (2005)
 DF5930
 DF5930'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (RTM)
 DF5930'0.5 MILES EAST OF MARKVILLE, 0.45 MILES EAST ALONG COUNTY ROAD 25 FROM
 DF5930'JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 31 IN MARKVILLE, 44.0 FEET
 DF5930'NORTH OF COUNTY ROAD 25, 8.0 FEET SOUTH OF FENCE, 2.0 FEET SOUTH OF
 DF5930'WITNESS POST.
 DF5930
 DF5930                          STATION RECOVERY (2007)
 DF5930
 DF5930'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5930'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8698 ***********************************************************************
 DF8698  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8698  DESIGNATION -  40
 DF8698  PID         -  DF8698
 DF8698  STATE/COUNTY-  MN/KANABEC
 DF8698  COUNTRY     -  US
 DF8698  USGS QUAD   -  ISLE (1968)
 DF8698
 DF8698                         *CURRENT SURVEY CONTROL
 DF8698  ______________________________________________________________________
 DF8698* NAD 83(2007) POSITION- 46 09 10.24797(N) 093 24 34.33578(W)   ADJUSTED  
 DF8698* NAD 83(2007) ELLIP HT-   361.106 (meters)        (02/10/07)   ADJUSTED
 DF8698* NAD 83(2007) EPOCH   -  2002.00
 DF8698* NAVD 88 ORTHO HEIGHT -   388.53   (meters)    1274.7   (feet) GPS OBS   
 DF8698  ______________________________________________________________________
 DF8698  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DF8698  NAD 83(2007) X  -   -263,245.311 (meters)                     COMP
 DF8698  NAD 83(2007) Y  - -4,418,498.556 (meters)                     COMP
 DF8698  NAD 83(2007) Z  -  4,577,293.436 (meters)                     COMP
 DF8698  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC09
 DF8698
 DF8698  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8698  Type                                         Horiz  Ellip  Dist(km)
 DF8698  -------------------------------------------------------------------
 DF8698  NETWORK                                       0.61   0.69
 DF8698  -------------------------------------------------------------------
 DF8698  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.61   0.68     10.07
 DF8698  -------------------------------------------------------------------
 DF8698  NOTE: Click here for information on individual local accuracy
 DF8698  values and other accuracy information.
 DF8698
 DF8698
 DF8698.The horizontal coordinates were established by GPS observations
 DF8698.and adjusted by the National Geodetic Survey in February 2007.
 DF8698
 DF8698.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8698.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8698
 DF8698.The horizontal coordinates are valid at the epoch date displayed above
 DF8698.which is a decimal equivalence of Year/Month/Day.
 DF8698
 DF8698.The orthometric height was determined by GPS observations and a
 DF8698.high-resolution geoid model using precise GPS observation and
 DF8698.processing techniques.
 DF8698
 DF8698.Photographs are available for this station.
 DF8698
 DF8698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8698
 DF8698.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8698
 DF8698.The ellipsoidal height was determined by GPS observations
 DF8698.and is referenced to NAD 83.
 DF8698
 DF8698. The following values were computed from the NAD 83(2007) position.
 DF8698
 DF8698;                    North         East     Units Scale Factor Converg.
 DF8698;SPC MN C     -   228,478.600   864,919.526   MT  0.99992705   +0 36 28.7
 DF8698;SPC MN C     -   749,600.21  2,837,656.81   sFT  0.99992705   +0 36 28.7
 DF8698;UTM  15      - 5,111,111.542   468,375.989   MT  0.99961229   -0 17 43.3
 DF8698
 DF8698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8698!SPC MN C     -   0.99994339  x   0.99992705  =   0.99987045
 DF8698!UTM  15      -   0.99994339  x   0.99961229  =   0.99955571
 DF8698
 DF8698                          SUPERSEDED SURVEY CONTROL
 DF8698
 DF8698  NAD 83(1996)-  46 09 10.24776(N)    093 24 34.33545(W) AD(       ) 1
 DF8698  ELLIP H (10/22/03)  361.140  (m)                       GP(       ) 3 2
 DF8698  NAVD 88 (10/22/03)  388.5    (m)  GEOID99 model used   GPS OBS        
 DF8698
 DF8698.Superseded values are not recommended for survey control.
 DF8698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8698.See file dsdata.txt to determine how the superseded data were derived.
 DF8698
 DF8698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6837511111(NAD 83)
 DF8698
 DF8698_MARKER: DD = SURVEY DISK
 DF8698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8698_STAMPING: 40
 DF8698_MARK LOGO: MN-065
 DF8698_PROJECTION: FLUSH
 DF8698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8698+STABILITY: SURFACE MOTION
 DF8698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8698+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DF8698
 DF8698  HISTORY     - Date     Condition        Report By
 DF8698  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8698  HISTORY     - 20100331 GOOD             MNDT
 DF8698
 DF8698                          STATION DESCRIPTION
 DF8698
 DF8698'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (DCS)
 DF8698'FROM JCT OF TH 23 AND TH 65 IN MORA, GO 16 MI (25.7 KM) NORTH ON TH
 DF8698'65, THEN 7 MI (11.3 KM) WEST ON TH 27, THEN 1.5 MI (2.4 KM) NORTH ON
 DF8698'CO RD 131, THEN 1.1 MI (1.8 KM) EAST ON 380TH AVE, THEN 0.8 MI (1.3
 DF8698'KM) NORTH ON FALCON STREET, 29 FT (8.8 M) WEST OF THE CENTER OF FALCON
 DF8698'ST, 13 FT (4.0 M) SOUTH OF THE CENTER OF DRIVEWAY,3.5 FT EAST OF
 DF8698'FENCELINE, 3 FT (0.9 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF8698
 DF8698                          STATION RECOVERY (2010)
 DF8698
 DF8698'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF8698'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8698'THE MARK 16.0 MILES NORTH OF MORA, 16.0 MILES NORTH ALONG TRUNK
 DF8698'HIGHWAY 65 FROM JUNCTION OF TRUNK HIGHWAY 65 AND TRUNK HIGHWAY 23 IN
 DF8698'MORA, THEN 7.0 MILES WEST ON TRUNK HIGHWAY 27, THEN 1.5 MILES NORTH ON
 DF8698'MILLE LACS COUNTY ROAD 131, THEN 1.1 MILES EAST ON 380TH AVENUE, THEN
 DF8698'0.8 MILE NORTH ON FALCON STREET, 29 FEET WEST OF THE CENTERLINE OF
 DF8698'FALCON STREET, 13 FEET SOUTH OF THE CENTERLINE OF FIELD ENTRANCE, 3.5
 DF8698'FEET EAST OF FENCE LINE, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1940 ***********************************************************************
 DM1940  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1940  DESIGNATION -  40 NH
 DM1940  PID         -  DM1940
 DM1940  STATE/COUNTY-  MN/SWIFT
 DM1940  COUNTRY     -  US
 DM1940  USGS QUAD   -  GRACELOCK NW (1977)
 DM1940
 DM1940                         *CURRENT SURVEY CONTROL
 DM1940  ______________________________________________________________________
 DM1940* NAD 83(2007) POSITION- 45 14 45.47217(N) 095 42 24.53713(W)   ADJUSTED  
 DM1940* NAD 83(2007) ELLIP HT-   288.009 (meters)        (08/04/10)   ADJUSTED
 DM1940* NAD 83(2007) EPOCH   -  2002.00
 DM1940* NAVD 88 ORTHO HEIGHT -   314.41   (meters)    1031.5   (feet) GPS OBS   
 DM1940  ______________________________________________________________________
 DM1940  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1940  GEOID HEIGHT    -        -26.33  (meters)                     GEOID03
 DM1940  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DM1940  NAD 83(2007) X  -   -447,314.769 (meters)                     COMP
 DM1940  NAD 83(2007) Y  - -4,476,128.098 (meters)                     COMP
 DM1940  NAD 83(2007) Z  -  4,506,840.194 (meters)                     COMP
 DM1940  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC09
 DM1940  HORZ ORDER      -  FIRST
 DM1940  ELLP ORDER      -  THIRD     CLASS I
 DM1940
 DM1940.The horizontal coordinates were established by GPS observations
 DM1940.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1940
 DM1940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1940.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1940
 DM1940.The horizontal coordinates are valid at the epoch date displayed above
 DM1940.which is a decimal equivalence of Year/Month/Day.
 DM1940
 DM1940.The orthometric height was determined by GPS observations and a
 DM1940.high-resolution geoid model using precise GPS observation and
 DM1940.processing techniques.
 DM1940
 DM1940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1940
 DM1940.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1940
 DM1940.The ellipsoidal height was determined by GPS observations
 DM1940.and is referenced to NAD 83.
 DM1940
 DM1940. The following values were computed from the NAD 83(2007) position.
 DM1940
 DM1940;                    North         East     Units Scale Factor Converg.
 DM1940;SPC MN S     -   350,960.276   666,008.863   MT  1.00000653   -1 11 46.9
 DM1940;SPC MN S     - 1,151,442.17  2,185,064.08   sFT  1.00000653   -1 11 46.9
 DM1940;UTM  15      - 5,013,839.132   287,576.819   MT  1.00015485   -1 55 22.5
 DM1940
 DM1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1940!SPC MN S     -   0.99995485  x   1.00000653  =   0.99996138
 DM1940!UTM  15      -   0.99995485  x   1.00015485  =   1.00010969
 DM1940
 DM1940                          SUPERSEDED SURVEY CONTROL
 DM1940
 DM1940.No superseded survey control is available for this station.
 DM1940
 DM1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL8757613839(NAD 83)
 DM1940
 DM1940_MARKER: DD = SURVEY DISK
 DM1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1940_STAMPING: NH 56
 DM1940_MARK LOGO: USGS  
 DM1940_PROJECTION: RECESSED 10 CENTIMETERS
 DM1940_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1940+STABILITY: SURFACE MOTION
 DM1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1940+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2008
 DM1940
 DM1940  HISTORY     - Date     Condition        Report By
 DM1940  HISTORY     - 19560401 MONUMENTED       USGS
 DM1940  HISTORY     - 20080327 POOR             MNDT
 DM1940
 DM1940                          STATION DESCRIPTION
 DM1940
 DM1940'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1940'THE MARK WAS RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1940'THE MARK IS 3.2 MILES SOUTHEAST OF DANVERS, 2.0 MILES SOUTH ALONG
 DM1940'COUNTY ROAD 17 FROM THE JUNCTION OF COUNTY ROAD 17 AND TRUNK HIGHWAY
 DM1940'12, THEN 3.0 MILES EAST ON COUNTY ROAD 60 (50TH STREET), THEN 0.4 MILE
 DM1940'SOUTH ON 60TH AVENUE, NEAR EAST QUARTER CORNER OF SECTION 32, 37 FEET
 DM1940'WEST OF ROAD AT DRIVE EAST, 25.15 FEET SOUTH-SOUTHWEST OF A WITNESS
 DM1940'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE5981 ***********************************************************************
 DE5981  DESIGNATION -  40 RC
 DE5981  PID         -  DE5981
 DE5981  STATE/COUNTY-  MN/PINE
 DE5981  COUNTRY     -  US
 DE5981  USGS QUAD   -  CLOVERDALE (1981)
 DE5981
 DE5981                         *CURRENT SURVEY CONTROL
 DE5981  ______________________________________________________________________
 DE5981* NAD 83(2007) POSITION- 46 00 42.81463(N) 092 41 44.07681(W)   ADJUSTED  
 DE5981* NAD 83(2007) ELLIP HT-   273.715 (meters)        (02/10/07)   ADJUSTED
 DE5981* NAD 83(2007) EPOCH   -  2002.00
 DE5981* NAVD 88 ORTHO HEIGHT -   300.515  (meters)     985.94  (feet) ADJUSTED  
 DE5981  ______________________________________________________________________
 DE5981  NAD 83(2007) X  -   -208,695.474 (meters)                     COMP
 DE5981  NAD 83(2007) Y  - -4,432,649.078 (meters)                     COMP
 DE5981  NAD 83(2007) Z  -  4,566,362.658 (meters)                     COMP
 DE5981  LAPLACE CORR    -          6.03  (seconds)                    DEFLEC09
 DE5981  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DE5981  DYNAMIC HEIGHT  -        300.537 (meters)      986.01  (feet) COMP
 DE5981  MODELED GRAVITY -    980,679.5   (mgal)                       NAVD 88
 DE5981
 DE5981  VERT ORDER      -  SECOND    CLASS I
 DE5981
 DE5981  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE5981  Type                                         Horiz  Ellip  Dist(km)
 DE5981  -------------------------------------------------------------------
 DE5981  NETWORK                                       0.45   0.51
 DE5981  -------------------------------------------------------------------
 DE5981  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.27   0.27      3.01
 DE5981  -------------------------------------------------------------------
 DE5981  NOTE: Click here for information on individual local accuracy
 DE5981  values and other accuracy information.
 DE5981
 DE5981
 DE5981.The horizontal coordinates were established by GPS observations
 DE5981.and adjusted by the National Geodetic Survey in February 2007.
 DE5981
 DE5981.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE5981.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE5981
 DE5981.The horizontal coordinates are valid at the epoch date displayed above
 DE5981.which is a decimal equivalence of Year/Month/Day.
 DE5981
 DE5981.The orthometric height was determined by differential leveling and
 DE5981.adjusted in March 2006.
 DE5981
 DE5981.No vertical observational check was made to the station.
 DE5981
 DE5981.Photographs are available for this station.
 DE5981
 DE5981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5981
 DE5981.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE5981
 DE5981.The ellipsoidal height was determined by GPS observations
 DE5981.and is referenced to NAD 83.
 DE5981
 DE5981.The dynamic height is computed by dividing the NAVD 88
 DE5981.geopotential number by the normal gravity value computed on the
 DE5981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5981.degrees latitude (g = 980.6199 gals.).
 DE5981
 DE5981.The modeled gravity was interpolated from observed gravity values.
 DE5981
 DE5981. The following values were computed from the NAD 83(2007) position.
 DE5981
 DE5981;                    North         East     Units Scale Factor Converg.
 DE5981;SPC MN C     -   213,648.995   920,369.730   MT  0.99993783   +1 07 28.0
 DE5981;SPC MN C     -   700,946.74  3,019,579.69   sFT  0.99993783   +1 07 28.0
 DE5981;UTM  15      - 5,095,413.928   523,567.131   MT  0.99960683   +0 13 08.5
 DE5981
 DE5981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5981!SPC MN C     -   0.99995709  x   0.99993783  =   0.99989492
 DE5981!UTM  15      -   0.99995709  x   0.99960683  =   0.99956394
 DE5981
 DE5981                          SUPERSEDED SURVEY CONTROL
 DE5981
 DE5981  NAD 83(1996)-  46 00 42.81463(N)    092 41 44.07643(W) AD(       ) 1
 DE5981  ELLIP H (07/08/02)  273.760  (m)                       GP(       ) 3 2
 DE5981  NAVD 88 (07/08/02)  300.53   (m)          986.0    (f) LEVELING    3  
 DE5981
 DE5981.Superseded values are not recommended for survey control.
 DE5981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5981.See file dsdata.txt to determine how the superseded data were derived.
 DE5981
 DE5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWL2356795413(NAD 83)
 DE5981
 DE5981_MARKER: DB = BENCH MARK DISK
 DE5981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5981_STAMPING: 40 RC 1954
 DE5981_MARK LOGO: MNHD  
 DE5981_PROJECTION: FLUSH
 DE5981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5981+STABILITY: SURFACE MOTION
 DE5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5981+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2009
 DE5981
 DE5981  HISTORY     - Date     Condition        Report By
 DE5981  HISTORY     - 1954     MONUMENTED       USGS
 DE5981  HISTORY     - 19960401 GOOD             MNDT
 DE5981  HISTORY     - 19970409 GOOD             MNDT
 DE5981  HISTORY     - 20090601 GOOD             MNDT
 DE5981
 DE5981                          STATION DESCRIPTION
 DE5981
 DE5981'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 DE5981'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DE5981'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF CLOVERDALE, 0.2 MI
 DE5981'(0.3 KM) EAST OF SEC COR, AT TH 48 MP 11.45, 49 FT (14.9 M) NORTH OF
 DE5981'TH 48, 2.0 FT (0.6 M) EAST OF WIT POST, STA FLUSH WITH GROUND
 DE5981
 DE5981                          STATION RECOVERY (1997)
 DE5981
 DE5981'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 DE5981'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.2 MI (3.5 KM)
 DE5981'EAST OF CLOVERDALE, 0.2 MI (0.3 KM) EAST OF SEC COR, AT TH 48 MP
 DE5981'11.45, 49 FT (14.9 M) NORTH OF TH 48, 2.0 FT (0.6 M) EAST OF WIT POST,
 DE5981'STA FLUSH, AND MAGNETIC.
 DE5981
 DE5981                          STATION RECOVERY (2009)
 DE5981
 DE5981'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 DE5981'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4075 ***********************************************************************
 DM4075  DESIGNATION -  40 SEM
 DM4075  PID         -  DM4075
 DM4075  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4075  COUNTRY     -  US
 DM4075  USGS QUAD   -  CANBY (1967)
 DM4075
 DM4075                         *CURRENT SURVEY CONTROL
 DM4075  ______________________________________________________________________
 DM4075* NAD 83(1986) POSITION- 44 43 03.     (N) 096 21 33.     (W)   SCALED    
 DM4075* NAVD 88 ORTHO HEIGHT -   421.175  (meters)    1381.81  (feet) ADJUSTED  
 DM4075  ______________________________________________________________________
 DM4075  GEOID HEIGHT    -        -25.73  (meters)                     GEOID09
 DM4075  DYNAMIC HEIGHT  -        421.118 (meters)     1381.62  (feet) COMP
 DM4075  MODELED GRAVITY -    980,470.1   (mgal)                       NAVD 88
 DM4075
 DM4075  VERT ORDER      -  SECOND    CLASS I
 DM4075
 DM4075.The horizontal coordinates were scaled from a topographic map and have
 DM4075.an estimated accuracy of +/- 6 seconds.
 DM4075.
 DM4075.The orthometric height was determined by differential leveling and
 DM4075.adjusted in January 2011.
 DM4075
 DM4075.The dynamic height is computed by dividing the NAVD 88
 DM4075.geopotential number by the normal gravity value computed on the
 DM4075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4075.degrees latitude (g = 980.6199 gals.).
 DM4075
 DM4075.The modeled gravity was interpolated from observed gravity values.
 DM4075
 DM4075;                    North         East    Units  Estimated Accuracy
 DM4075;SPC MN S     -   293,530.      613,120.      MT  (+/- 180 meters Scaled)
 DM4075
 DM4075                          SUPERSEDED SURVEY CONTROL
 DM4075
 DM4075.No superseded survey control is available for this station.
 DM4075
 DM4075_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ091549(NAD 83)
 DM4075
 DM4075_MARKER: DB = BENCH MARK DISK
 DM4075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4075_STAMPING: 40 SEM 1965
 DM4075_MARK LOGO: USGS  
 DM4075_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM4075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4075+STABILITY: SURFACE MOTION
 DM4075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4075+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 DM4075
 DM4075  HISTORY     - Date     Condition        Report By
 DM4075  HISTORY     - 1965     MONUMENTED       MNDT
 DM4075  HISTORY     - 20060912 GOOD             MNDT
 DM4075
 DM4075                          STATION DESCRIPTION
 DM4075
 DM4075'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4075'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF BURR, 4.4 MI (7.1 KM) WEST ALONG
 DM4075'TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 DM4075'HIGHWAY 75 AT TRUNK HIGHWAY 68 MILE POINT 4.6.
 DM4075' 
 DM4075'IT IS 72.2 FT (22.0 M) SOUTH OF TRUNK HIGHWAY 68, 48.2 FT (14.7 M)
 DM4075'WEST OF COUNTY ROAD E4, 4 FT (1.2 M) NORTH AND 3 FT (0.9 M) EAST OF
 DM4075'POWER POLE, 0.5 FT (15 CM) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1042 ***********************************************************************
 PQ1042  DESIGNATION -  40 T
 PQ1042  PID         -  PQ1042
 PQ1042  STATE/COUNTY-  MN/LYON
 PQ1042  COUNTRY     -  US
 PQ1042  USGS QUAD   -  MILROY SE (1962)
 PQ1042
 PQ1042                         *CURRENT SURVEY CONTROL
 PQ1042  ______________________________________________________________________
 PQ1042* NAD 83(1996) POSITION- 44 15 11.80269(N) 095 36 58.29638(W)   ADJUSTED  
 PQ1042* NAVD 88 ORTHO HEIGHT -   408.00   (+/-2cm)    1338.6   (feet) VERTCON   
 PQ1042  ______________________________________________________________________
 PQ1042  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 PQ1042  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC09
 PQ1042  HORZ ORDER      -  THIRD
 PQ1042  VERT ORDER      -  THIRD ? (See Below)
 PQ1042
 PQ1042.The horizontal coordinates were established by classical geodetic methods
 PQ1042.and adjusted by the National Geodetic Survey in March 1999.
 PQ1042.
 PQ1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1042
 PQ1042.The vertical order pertains to the NGVD 29 superseded value.
 PQ1042
 PQ1042.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1042
 PQ1042. The following values were computed from the NAD 83(1996) position.
 PQ1042
 PQ1042;                    North         East     Units Scale Factor Converg.
 PQ1042;SPC MN S     -   240,529.320   670,941.261   MT  0.99993138   -1 07 58.2
 PQ1042;SPC MN S     -   789,136.61  2,201,246.45   sFT  0.99993138   -1 07 58.2
 PQ1042;UTM  15      - 4,903,333.250   291,141.367   MT  1.00013651   -1 49 34.8
 PQ1042
 PQ1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1042!SPC MN S     -   0.99994025  x   0.99993138  =   0.99987164
 PQ1042!UTM  15      -   0.99994025  x   1.00013651  =   1.00007675
 PQ1042
 PQ1042:                Primary Azimuth Mark                     Grid Az
 PQ1042:SPC MN S     -  TRACY MUNICIPAL TANK                     198 48 28.4
 PQ1042:UTM  15      -  TRACY MUNICIPAL TANK                     199 30 05.0
 PQ1042
 PQ1042|---------------------------------------------------------------------|
 PQ1042| PID    Reference Object                     Distance      Geod. Az  |
 PQ1042|                                                           dddmmss.s |
 PQ1042| PQ1053 TRACY MUNICIPAL TANK                APPROX. 2.2 KM 1974030.2 |
 PQ1042|---------------------------------------------------------------------|
 PQ1042
 PQ1042                          SUPERSEDED SURVEY CONTROL
 PQ1042
 PQ1042  NAD 83(1996)-  44 15 11.80100(N)    095 36 58.28706(W) AD(       ) 3
 PQ1042  NAD 83(1986)-  44 15 11.80006(N)    095 36 58.28239(W) AD(       ) 3
 PQ1042  NAD 27      -  44 15 12.04077(N)    095 36 57.21551(W) AD(       ) 3
 PQ1042  NGVD 29 (07/19/86)  407.82   (m)         1338.0    (f) LEVELING    3  
 PQ1042
 PQ1042.Superseded values are not recommended for survey control.
 PQ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1042.See file dsdata.txt to determine how the superseded data were derived.
 PQ1042
 PQ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9114103333(NAD 83)
 PQ1042
 PQ1042_MARKER: DB = BENCH MARK DISK
 PQ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1042_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1042_STAMPING: 40 T 1960 1338
 PQ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1042+STABILITY: SURFACE MOTION
 PQ1042
 PQ1042  HISTORY     - Date     Condition        Report By
 PQ1042  HISTORY     - 1960     MONUMENTED       USGS
 PQ1042
 PQ1042                          STATION DESCRIPTION
 PQ1042
 PQ1042'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1042'TRACY,1.5 MILE N AND 0.5 MILE E OF. 29 FT S,638 FT W AND 4.2 FT HIGHER
 PQ1042'THAN X-ROAD,CORNER OF SECTIONS 11,12,13,14,T.109N,R.40W, 1 FT N OF E-W
 PQ1042'FENCE. IN A CONCRETE POST A STANDARD TABLET STAMPED---40 T ET 1960
 PQ1042'1338---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3929 ***********************************************************************
 DM3929  DESIGNATION -  4001 A 1
 DM3929  PID         -  DM3929
 DM3929  STATE/COUNTY-  MN/LE SUEUR
 DM3929  COUNTRY     -  US
 DM3929  USGS QUAD   -  WATERVILLE (1966)
 DM3929
 DM3929                         *CURRENT SURVEY CONTROL
 DM3929  ______________________________________________________________________
 DM3929* NAD 83(1986) POSITION- 44 11 52.     (N) 093 31 50.     (W)   SCALED    
 DM3929* NAVD 88 ORTHO HEIGHT -   319.440  (meters)    1048.03  (feet) ADJUSTED  
 DM3929  ______________________________________________________________________
 DM3929  GEOID HEIGHT    -        -28.44  (meters)                     GEOID09
 DM3929  DYNAMIC HEIGHT  -        319.390 (meters)     1047.87  (feet) COMP
 DM3929  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 DM3929
 DM3929  VERT ORDER      -  SECOND    CLASS I
 DM3929
 DM3929.The horizontal coordinates were scaled from a topographic map and have
 DM3929.an estimated accuracy of +/- 6 seconds.
 DM3929.
 DM3929.The orthometric height was determined by differential leveling and
 DM3929.adjusted in June 2011.
 DM3929
 DM3929.The dynamic height is computed by dividing the NAVD 88
 DM3929.geopotential number by the normal gravity value computed on the
 DM3929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3929.degrees latitude (g = 980.6199 gals.).
 DM3929
 DM3929.The modeled gravity was interpolated from observed gravity values.
 DM3929
 DM3929;                    North         East    Units  Estimated Accuracy
 DM3929;SPC MN S     -   233,200.      837,520.      MT  (+/- 180 meters Scaled)
 DM3929
 DM3929                          SUPERSEDED SURVEY CONTROL
 DM3929
 DM3929.No superseded survey control is available for this station.
 DM3929
 DM3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ576939(NAD 83)
 DM3929
 DM3929_MARKER: DD = SURVEY DISK
 DM3929_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3929_SP_SET: BOX CULVERT HEADWALL
 DM3929_STAMPING: 4001 A 1 1969
 DM3929_MARK LOGO: MNDT  
 DM3929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3929+STABILITY: SURFACE MOTION
 DM3929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3929+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 DM3929
 DM3929  HISTORY     - Date     Condition        Report By
 DM3929  HISTORY     - 1969     MONUMENTED       MNDT
 DM3929  HISTORY     - 20040518 GOOD             MNDT
 DM3929
 DM3929                          STATION DESCRIPTION
 DM3929
 DM3929'DESCRIBED BY MN DEPT OF TRANSP 2004 (KNB)
 DM3929'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) EAST OF ELYSIAN, 4.7 MI
 DM3929'(7.6 KM) WEST-SOUTHWEST OF MORRISTOWN AND 2.4 MI (3.9 KM) SOUTHEAST OF
 DM3929'WATERVILLE.
 DM3929' 
 DM3929'TO REACH THE MARK, GO 1.5 MI (2.4 KM) SOUTHEAST OF WATERVILLE, 1.7 MI
 DM3929'(2.7 KM) SOUTHEAST ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK
 DM3929'HIGHWAY 13 AND TRUNK HIGHWAY 60 IN WATERVILLE, AT TRUNK HIGHWAY 13
 DM3929'MILE POINT 40.8.
 DM3929' 
 DM3929'IT IS 46 FT (14.0 M) SOUTH OF TRUNK HIGHWAY 13, 55 FT (16.8 M) EAST OF
 DM3929'FARM ENTRANCE NORTH, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 13 CATTLE
 DM3929'PASS, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4205 ***********************************************************************
 DK4205  DESIGNATION -  4001 AB
 DK4205  PID         -  DK4205
 DK4205  STATE/COUNTY-  MN/LE SUEUR
 DK4205  COUNTRY     -  US
 DK4205  USGS QUAD   -  WATERVILLE (1966)
 DK4205
 DK4205                         *CURRENT SURVEY CONTROL
 DK4205  ______________________________________________________________________
 DK4205* NAD 83(2007) POSITION- 44 12 20.63914(N) 093 32 44.51221(W)   ADJUSTED  
 DK4205* NAD 83(2007) ELLIP HT-   296.527 (meters)        (02/04/09)   ADJUSTED
 DK4205* NAD 83(2007) EPOCH   -  2002.00
 DK4205* NAVD 88 ORTHO HEIGHT -   324.999  (meters)    1066.27  (feet) ADJUSTED  
 DK4205  ______________________________________________________________________
 DK4205  NAD 83(2007) X  -   -283,234.685 (meters)                     COMP
 DK4205  NAD 83(2007) Y  - -4,571,012.963 (meters)                     COMP
 DK4205  NAD 83(2007) Z  -  4,424,713.837 (meters)                     COMP
 DK4205  LAPLACE CORR    -          6.48  (seconds)                    DEFLEC09
 DK4205  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DK4205  DYNAMIC HEIGHT  -        324.947 (meters)     1066.10  (feet) COMP
 DK4205  MODELED GRAVITY -    980,447.1   (mgal)                       NAVD 88
 DK4205
 DK4205  HORZ ORDER      -  FIRST
 DK4205  VERT ORDER      -  SECOND    CLASS I
 DK4205  ELLP ORDER      -  THIRD     CLASS I
 DK4205
 DK4205.The horizontal coordinates were established by GPS observations
 DK4205.and adjusted by the National Geodetic Survey in February 2009.
 DK4205
 DK4205.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4205.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4205
 DK4205.The horizontal coordinates are valid at the epoch date displayed above
 DK4205.which is a decimal equivalence of Year/Month/Day.
 DK4205
 DK4205.The orthometric height was determined by differential leveling and
 DK4205.adjusted in June 2011.
 DK4205
 DK4205.Photographs are available for this station.
 DK4205
 DK4205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4205
 DK4205.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4205
 DK4205.The ellipsoidal height was determined by GPS observations
 DK4205.and is referenced to NAD 83.
 DK4205
 DK4205.The dynamic height is computed by dividing the NAVD 88
 DK4205.geopotential number by the normal gravity value computed on the
 DK4205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4205.degrees latitude (g = 980.6199 gals.).
 DK4205
 DK4205.The modeled gravity was interpolated from observed gravity values.
 DK4205
 DK4205. The following values were computed from the NAD 83(2007) position.
 DK4205
 DK4205;                    North         East     Units Scale Factor Converg.
 DK4205;SPC MN S     -   234,071.581   836,309.165   MT  0.99993529   +0 19 06.4
 DK4205;SPC MN S     -   767,949.85  2,743,790.99   sFT  0.99993529   +0 19 06.4
 DK4205;UTM  15      - 4,894,868.341   456,400.605   MT  0.99962338   -0 22 49.8
 DK4205
 DK4205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4205!SPC MN S     -   0.99995351  x   0.99993529  =   0.99988880
 DK4205!UTM  15      -   0.99995351  x   0.99962338  =   0.99957690
 DK4205
 DK4205:                Primary Azimuth Mark                     Grid Az
 DK4205:SPC MN S     -  4001 AC                                  307 37 47.8
 DK4205:UTM  15      -  4001 AC                                  308 19 44.0
 DK4205
 DK4205|---------------------------------------------------------------------|
 DK4205| PID    Reference Object                     Distance      Geod. Az  |
 DK4205|                                                           dddmmss.s |
 DK4205| DK4206 4001 AC                             APPROX. 1.3 KM 3075654.2 |
 DK4205|---------------------------------------------------------------------|
 DK4205
 DK4205                          SUPERSEDED SURVEY CONTROL
 DK4205
 DK4205  NAD 83(1996)-  44 12 20.63867(N)    093 32 44.51166(W) AD(       ) 1
 DK4205  ELLIP H (04/16/08)  296.585  (m)                       GP(       ) 3 1
 DK4205  NAVD 88 (04/16/08)  325.00   (m)         1066.3    (f) LEVELING    3  
 DK4205
 DK4205.Superseded values are not recommended for survey control.
 DK4205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4205.See file dsdata.txt to determine how the superseded data were derived.
 DK4205
 DK4205_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5640094868(NAD 83)
 DK4205
 DK4205_MARKER: DD = SURVEY DISK
 DK4205_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4205_STAMPING: 4001 AB 2004
 DK4205_MARK LOGO: MNDT  
 DK4205_PROJECTION: RECESSED 5 CENTIMETERS
 DK4205_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4205+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 DK4205_ROD/PIPE-DEPTH:  6.1 meters
 DK4205
 DK4205  HISTORY     - Date     Condition        Report By
 DK4205  HISTORY     - 2004     MONUMENTED       MNDT
 DK4205  HISTORY     - 20040518 GOOD             MNDT
 DK4205
 DK4205                          STATION DESCRIPTION
 DK4205
 DK4205'DESCRIBED BY MN DEPT OF TRANSP 2004
 DK4205'0.5 MILES SOUTHEAST OF WATERVILLE, 0.9 MILES SOUTHEAST ALONG TRUNK
 DK4205'HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 60
 DK4205'IN WATERVILLE, AT TRUNK HIGHWAY 13 MILEPOINT 41.7, 70.1 FEET NORTH OF
 DK4205'TRUNK HIGHWAY 13, 90.4 FEET EAST OF POWER POLE (NUMBER 2138), 17.4
 DK4205'FEET WEST OF FIELD ENTRANCE, 2.1 FEET EAST OF WITNESS POST.
 DK4205
 DK4205                          STATION RECOVERY (2004)
 DK4205
 DK4205'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DK4205'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK4206 ***********************************************************************
 DK4206  DESIGNATION -  4001 AC
 DK4206  PID         -  DK4206
 DK4206  STATE/COUNTY-  MN/LE SUEUR
 DK4206  COUNTRY     -  US
 DK4206  USGS QUAD   -  WATERVILLE (1966)
 DK4206
 DK4206                         *CURRENT SURVEY CONTROL
 DK4206  ______________________________________________________________________
 DK4206* NAD 83(2007) POSITION- 44 12 46.58131(N) 093 33 30.76902(W)   ADJUSTED  
 DK4206* NAD 83(2007) ELLIP HT-   286.760 (meters)        (02/04/09)   ADJUSTED
 DK4206* NAD 83(2007) EPOCH   -  2002.00
 DK4206* NAVD 88 ORTHO HEIGHT -   315.248  (meters)    1034.28  (feet) ADJUSTED  
 DK4206  ______________________________________________________________________
 DK4206  NAD 83(2007) X  -   -284,224.680 (meters)                     COMP
 DK4206  NAD 83(2007) Y  - -4,570,385.065 (meters)                     COMP
 DK4206  NAD 83(2007) Z  -  4,425,281.008 (meters)                     COMP
 DK4206  LAPLACE CORR    -          6.36  (seconds)                    DEFLEC09
 DK4206  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 DK4206  DYNAMIC HEIGHT  -        315.196 (meters)     1034.11  (feet) COMP
 DK4206  MODELED GRAVITY -    980,444.4   (mgal)                       NAVD 88
 DK4206
 DK4206  HORZ ORDER      -  FIRST
 DK4206  VERT ORDER      -  SECOND    CLASS I
 DK4206  ELLP ORDER      -  THIRD     CLASS I
 DK4206
 DK4206.The horizontal coordinates were established by GPS observations
 DK4206.and adjusted by the National Geodetic Survey in February 2009.
 DK4206
 DK4206.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK4206.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK4206
 DK4206.The horizontal coordinates are valid at the epoch date displayed above
 DK4206.which is a decimal equivalence of Year/Month/Day.
 DK4206
 DK4206.The orthometric height was determined by differential leveling and
 DK4206.adjusted in June 2011.
 DK4206
 DK4206.Photographs are available for this station.
 DK4206
 DK4206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4206
 DK4206.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK4206
 DK4206.The ellipsoidal height was determined by GPS observations
 DK4206.and is referenced to NAD 83.
 DK4206
 DK4206.The dynamic height is computed by dividing the NAVD 88
 DK4206.geopotential number by the normal gravity value computed on the
 DK4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4206.degrees latitude (g = 980.6199 gals.).
 DK4206
 DK4206.The modeled gravity was interpolated from observed gravity values.
 DK4206
 DK4206. The following values were computed from the NAD 83(2007) position.
 DK4206
 DK4206;                    North         East     Units Scale Factor Converg.
 DK4206;SPC MN S     -   234,866.612   835,277.912   MT  0.99993466   +0 18 33.9
 DK4206;SPC MN S     -   770,558.21  2,740,407.62   sFT  0.99993466   +0 18 33.9
 DK4206;UTM  15      - 4,895,675.642   455,379.445   MT  0.99962449   -0 23 22.2
 DK4206
 DK4206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4206!SPC MN S     -   0.99995504  x   0.99993466  =   0.99988970
 DK4206!UTM  15      -   0.99995504  x   0.99962449  =   0.99957954
 DK4206
 DK4206:                Primary Azimuth Mark                     Grid Az
 DK4206:SPC MN S     -  4001 AB                                  127 37 48.0
 DK4206:UTM  15      -  4001 AB                                  128 19 44.1
 DK4206
 DK4206|---------------------------------------------------------------------|
 DK4206| PID    Reference Object                     Distance      Geod. Az  |
 DK4206|                                                           dddmmss.s |
 DK4206| DK4205 4001 AB                             APPROX. 1.3 KM 1275621.9 |
 DK4206|---------------------------------------------------------------------|
 DK4206
 DK4206                          SUPERSEDED SURVEY CONTROL
 DK4206
 DK4206  NAD 83(1996)-  44 12 46.58080(N)    093 33 30.76847(W) AD(       ) 1
 DK4206  ELLIP H (04/16/08)  286.816  (m)                       GP(       ) 3 1
 DK4206  NAVD 88 (04/16/08)  315.24   (m)         1034.2    (f) LEVELING    3  
 DK4206
 DK4206.Superseded values are not recommended for survey control.
 DK4206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4206.See file dsdata.txt to determine how the superseded data were derived.
 DK4206
 DK4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ5537995675(NAD 83)
 DK4206
 DK4206_MARKER: DD = SURVEY DISK
 DK4206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK4206_STAMPING: 4001 AC 2004
 DK4206_MARK LOGO: MNDT  
 DK4206_PROJECTION: RECESSED 8 CENTIMETERS
 DK4206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4206+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 DK4206_ROD/PIPE-DEPTH: 13.7 meters
 DK4206
 DK4206  HISTORY     - Date     Condition        Report By
 DK4206  HISTORY     - 2004     MONUMENTED       MNDT
 DK4206  HISTORY     - 20040518 GOOD             MNDT
 DK4206
 DK4206                          STATION DESCRIPTION
 DK4206
 DK4206'DESCRIBED BY MN DEPT OF TRANSP 2004
 DK4206'IN WATERVILLE, AT THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY
 DK4206'60, IN THE NORTHWEST QUADRANT OF THE JUNCTION, AT TRUNK HIGHWAY 13
 DK4206'MILEPOINT 42.5 AND AT TRUNK HIGHWAY 60 MILEPOINT 132.65, 85.8 FEET
 DK4206'NORTH OF WESTBOUND TRUNK HIGHWAY 60, 109.8 FEET WEST OF TRUNK HIGHWAY
 DK4206'13, 9.2 FEET SOUTHEAST OF RIGHT-OF-WAY POST, 26.2 FEET WEST-NORTHWEST
 DK4206'OF CONCRETE CULVERT, 1.0 FEET EAST OF WITNESS POST.
 DK4206
 DK4206                          STATION RECOVERY (2004)
 DK4206
 DK4206'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 DK4206'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3930 ***********************************************************************
 DM3930  DESIGNATION -  4001 AD
 DM3930  PID         -  DM3930
 DM3930  STATE/COUNTY-  MN/LE SUEUR
 DM3930  COUNTRY     -  US
 DM3930  USGS QUAD   -  WATERVILLE (1966)
 DM3930
 DM3930                         *CURRENT SURVEY CONTROL
 DM3930  ______________________________________________________________________
 DM3930* NAD 83(1986) POSITION- 44 13 06.     (N) 093 33 41.     (W)   SCALED    
 DM3930* NAVD 88 ORTHO HEIGHT -   307.687  (meters)    1009.47  (feet) ADJUSTED  
 DM3930  ______________________________________________________________________
 DM3930  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DM3930  DYNAMIC HEIGHT  -        307.636 (meters)     1009.30  (feet) COMP
 DM3930  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 DM3930
 DM3930  VERT ORDER      -  SECOND    CLASS I
 DM3930
 DM3930.The horizontal coordinates were scaled from a topographic map and have
 DM3930.an estimated accuracy of +/- 6 seconds.
 DM3930.
 DM3930.The orthometric height was determined by differential leveling and
 DM3930.adjusted in June 2011.
 DM3930
 DM3930.The dynamic height is computed by dividing the NAVD 88
 DM3930.geopotential number by the normal gravity value computed on the
 DM3930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3930.degrees latitude (g = 980.6199 gals.).
 DM3930
 DM3930.The modeled gravity was interpolated from observed gravity values.
 DM3930
 DM3930;                    North         East    Units  Estimated Accuracy
 DM3930;SPC MN S     -   235,470.      835,050.      MT  (+/- 180 meters Scaled)
 DM3930
 DM3930                          SUPERSEDED SURVEY CONTROL
 DM3930
 DM3930.No superseded survey control is available for this station.
 DM3930
 DM3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ551962(NAD 83)
 DM3930
 DM3930_MARKER: DV = VERTICAL CONTROL DISK
 DM3930_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3930_SP_SET: BRIDGE ABUTMENT
 DM3930_STAMPING: 4001 AD 2004
 DM3930_MARK LOGO: MNDT  
 DM3930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3930+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3930
 DM3930  HISTORY     - Date     Condition        Report By
 DM3930  HISTORY     - 2004     MONUMENTED       MNDT
 DM3930
 DM3930                          STATION DESCRIPTION
 DM3930
 DM3930'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3930'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) WEST OF MORRISTOWN, 5.7
 DM3930'MI (9.2 KM) EAST-NORTHEAST OF ELYSIAN AND IN THE TOWN OF WATERVILLE,
 DM3930'MN.IN WATERVILLE, T0 REACH THE MARK GO.49 MI NORTH ALONG TRUNK HIGHWAY
 DM3930'13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 60 IN
 DM3930'WATERVILLE, AT TRUNK HIGHWAY 13 MILE POINT 43.0, 24.5 FT (7.5 M) EAST
 DM3930'OF TRUNK HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3931 ***********************************************************************
 DM3931  DESIGNATION -  4001 AE
 DM3931  PID         -  DM3931
 DM3931  STATE/COUNTY-  MN/LE SUEUR
 DM3931  COUNTRY     -  US
 DM3931  USGS QUAD   -  WATERVILLE (1966)
 DM3931
 DM3931                         *CURRENT SURVEY CONTROL
 DM3931  ______________________________________________________________________
 DM3931* NAD 83(1986) POSITION- 44 13 23.     (N) 093 33 49.     (W)   SCALED    
 DM3931* NAVD 88 ORTHO HEIGHT -   307.822  (meters)    1009.91  (feet) ADJUSTED  
 DM3931  ______________________________________________________________________
 DM3931  GEOID HEIGHT    -        -28.46  (meters)                     GEOID09
 DM3931  DYNAMIC HEIGHT  -        307.772 (meters)     1009.75  (feet) COMP
 DM3931  MODELED GRAVITY -    980,445.3   (mgal)                       NAVD 88
 DM3931
 DM3931  VERT ORDER      -  SECOND    CLASS I
 DM3931
 DM3931.The horizontal coordinates were scaled from a topographic map and have
 DM3931.an estimated accuracy of +/- 6 seconds.
 DM3931.
 DM3931.The orthometric height was determined by differential leveling and
 DM3931.adjusted in June 2011.
 DM3931
 DM3931.The dynamic height is computed by dividing the NAVD 88
 DM3931.geopotential number by the normal gravity value computed on the
 DM3931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3931.degrees latitude (g = 980.6199 gals.).
 DM3931
 DM3931.The modeled gravity was interpolated from observed gravity values.
 DM3931
 DM3931;                    North         East    Units  Estimated Accuracy
 DM3931;SPC MN S     -   235,990.      834,870.      MT  (+/- 180 meters Scaled)
 DM3931
 DM3931                          SUPERSEDED SURVEY CONTROL
 DM3931
 DM3931.No superseded survey control is available for this station.
 DM3931
 DM3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ549968(NAD 83)
 DM3931
 DM3931_MARKER: DV = VERTICAL CONTROL DISK
 DM3931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3931_SP_SET: BRIDGE ABUTMENT
 DM3931_STAMPING: 4001 AE 2004
 DM3931_MARK LOGO: MNDT  
 DM3931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3931+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3931
 DM3931  HISTORY     - Date     Condition        Report By
 DM3931  HISTORY     - 2004     MONUMENTED       MNDT
 DM3931
 DM3931                          STATION DESCRIPTION
 DM3931
 DM3931'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3931'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) WEST OF MORRISTOWN, 5.7
 DM3931'MI (9.2 KM) EAST-NORTHEAST OF ELYSIAN AND IN THE TOWN OF WATERVILLE,
 DM3931'MN. IN WATERVILLE.
 DM3931' 
 DM3931'TO REACH FROM THE END OF THE BRIDGE GO TO THE BRIDGE ABUTMENT IN
 DM3931'SOUTHEAST CORNER OF TRUNK HIGHWAY 13 BRIDGE NUMBER 5495 OVER CANNON
 DM3931'RIVER, THEN GO 0.85 MI (1.4 KM) NORTH ALONG TRUNK HIGHWAY 13 FROM THE
 DM3931'JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 60 IN WATERVILLE, AT
 DM3931'TRUNK HIGHWAY 13 MILE POINT 43.4, 33.0 FT (10.1 M) EAST OF TRUNK
 DM3931'HIGHWAY 13.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3932 ***********************************************************************
 DM3932  DESIGNATION -  4001 AF
 DM3932  PID         -  DM3932
 DM3932  STATE/COUNTY-  MN/LE SUEUR
 DM3932  COUNTRY     -  US
 DM3932  USGS QUAD   -  WATERVILLE (1966)
 DM3932
 DM3932                         *CURRENT SURVEY CONTROL
 DM3932  ______________________________________________________________________
 DM3932* NAD 83(1986) POSITION- 44 13 57.     (N) 093 34 40.     (W)   SCALED    
 DM3932* NAVD 88 ORTHO HEIGHT -   310.659  (meters)    1019.22  (feet) ADJUSTED  
 DM3932  ______________________________________________________________________
 DM3932  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DM3932  DYNAMIC HEIGHT  -        310.607 (meters)     1019.05  (feet) COMP
 DM3932  MODELED GRAVITY -    980,443.9   (mgal)                       NAVD 88
 DM3932
 DM3932  VERT ORDER      -  SECOND    CLASS I
 DM3932
 DM3932.The horizontal coordinates were scaled from a topographic map and have
 DM3932.an estimated accuracy of +/- 6 seconds.
 DM3932.
 DM3932.The orthometric height was determined by differential leveling and
 DM3932.adjusted in June 2011.
 DM3932
 DM3932.The dynamic height is computed by dividing the NAVD 88
 DM3932.geopotential number by the normal gravity value computed on the
 DM3932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3932.degrees latitude (g = 980.6199 gals.).
 DM3932
 DM3932.The modeled gravity was interpolated from observed gravity values.
 DM3932
 DM3932;                    North         East    Units  Estimated Accuracy
 DM3932;SPC MN S     -   237,030.      833,730.      MT  (+/- 180 meters Scaled)
 DM3932
 DM3932                          SUPERSEDED SURVEY CONTROL
 DM3932
 DM3932.No superseded survey control is available for this station.
 DM3932
 DM3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ538978(NAD 83)
 DM3932
 DM3932_MARKER: DD = SURVEY DISK
 DM3932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3932_STAMPING: 4001 AF 2004
 DM3932_MARK LOGO: MNDT  
 DM3932_PROJECTION: RECESSED 5 CENTIMETERS
 DM3932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3932+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3932_ROD/PIPE-DEPTH: 12.2 meters
 DM3932
 DM3932  HISTORY     - Date     Condition        Report By
 DM3932  HISTORY     - 2004     MONUMENTED       MNDT
 DM3932
 DM3932                          STATION DESCRIPTION
 DM3932
 DM3932'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3932'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH OF KILKENNY, 5.3 MI
 DM3932'(8.5 KM) EAST-NORTHEAST OF ELYSIAN AND 1.1 MI (1.8 KM) NORTH-NORTHWEST
 DM3932'OF WATERVILLE.
 DM3932' 
 DM3932'TO REACH THE MARK IN WATERVILLE, GO 1.8 MI (2.9 KM) NORTH AND WEST
 DM3932'ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 DM3932'HIGHWAY 60 IN WATERVILLE, AT TRUNK HIGHWAY 13 MILE POINT 44.35, 56.6
 DM3932'FT (17.3 M) NORTH OF TRUNK HIGHWAY 13.
 DM3932' 
 DM3932'IT IS 97.6 FT (29.7 M) EAST OF GRAVEL DRIVEWAY (NUMBER 1330), 14.1 FT
 DM3932'(4.3 M) SOUTH OF POWER POLE, 1.5 FT (0.5 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3933 ***********************************************************************
 DM3933  DESIGNATION -  4001 BA
 DM3933  PID         -  DM3933
 DM3933  STATE/COUNTY-  MN/LE SUEUR
 DM3933  COUNTRY     -  US
 DM3933  USGS QUAD   -  WATERVILLE (1966)
 DM3933
 DM3933                         *CURRENT SURVEY CONTROL
 DM3933  ______________________________________________________________________
 DM3933* NAD 83(1986) POSITION- 44 14 22.     (N) 093 35 08.     (W)   SCALED    
 DM3933* NAVD 88 ORTHO HEIGHT -   319.691  (meters)    1048.85  (feet) ADJUSTED  
 DM3933  ______________________________________________________________________
 DM3933  GEOID HEIGHT    -        -28.47  (meters)                     GEOID09
 DM3933  DYNAMIC HEIGHT  -        319.638 (meters)     1048.68  (feet) COMP
 DM3933  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 DM3933
 DM3933  VERT ORDER      -  SECOND    CLASS I
 DM3933
 DM3933.The horizontal coordinates were scaled from a topographic map and have
 DM3933.an estimated accuracy of +/- 6 seconds.
 DM3933.
 DM3933.The orthometric height was determined by differential leveling and
 DM3933.adjusted in June 2011.
 DM3933
 DM3933.The dynamic height is computed by dividing the NAVD 88
 DM3933.geopotential number by the normal gravity value computed on the
 DM3933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3933.degrees latitude (g = 980.6199 gals.).
 DM3933
 DM3933.The modeled gravity was interpolated from observed gravity values.
 DM3933
 DM3933;                    North         East    Units  Estimated Accuracy
 DM3933;SPC MN S     -   237,800.      833,110.      MT  (+/- 180 meters Scaled)
 DM3933
 DM3933                          SUPERSEDED SURVEY CONTROL
 DM3933
 DM3933.No superseded survey control is available for this station.
 DM3933
 DM3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ532986(NAD 83)
 DM3933
 DM3933_MARKER: DD = SURVEY DISK
 DM3933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3933_STAMPING: 4001 BA 2004
 DM3933_MARK LOGO: MNDT  
 DM3933_PROJECTION: RECESSED 8 CENTIMETERS
 DM3933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3933+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3933_ROD/PIPE-DEPTH: 12.2 meters
 DM3933
 DM3933  HISTORY     - Date     Condition        Report By
 DM3933  HISTORY     - 2004     MONUMENTED       MNDT
 DM3933
 DM3933                          STATION DESCRIPTION
 DM3933
 DM3933'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3933'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF
 DM3933'ELYSIAN, 5.1 MI (8.2 KM) SOUTH OF KILKENNY AND 1.7 MI (2.7 KM)
 DM3933'NORTH-NORTHWEST OF WATERVILLE.
 DM3933' 
 DM3933'TO REACH THE MARK, GO 0.3 MI (0.5 KM) NORTH OF WATERVILLE, 2.5 MI (4.0
 DM3933'KM) NORTH ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3933'AND TRUNK HIGHWAY 60 IN WATERVILLE, AT TRUNK HIGHWAY 13 45.02, 54.5 FT
 DM3933'(16.6 M) EAST OF TRUNK HIGHWAY 13.
 DM3933' 
 DM3933'IT IS 55.5 FT (16.9 M) SOUTH OF TETONKA LAKE ROAD EXTENDED, 21.2 FT
 DM3933'(6.5 M) NORTH OF CEMETERY ENTRANCE, AT FIRE NUMBER 1985 - VAN BLARICOM
 DM3933'CEMETERY, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3934 ***********************************************************************
 DM3934  DESIGNATION -  4001 C
 DM3934  PID         -  DM3934
 DM3934  STATE/COUNTY-  MN/LE SUEUR
 DM3934  COUNTRY     -  US
 DM3934  USGS QUAD   -  KILKENNY (1966)
 DM3934
 DM3934                         *CURRENT SURVEY CONTROL
 DM3934  ______________________________________________________________________
 DM3934* NAD 83(1986) POSITION- 44 15 05.     (N) 093 35 09.     (W)   SCALED    
 DM3934* NAVD 88 ORTHO HEIGHT -   334.642  (meters)    1097.90  (feet) ADJUSTED  
 DM3934  ______________________________________________________________________
 DM3934  GEOID HEIGHT    -        -28.43  (meters)                     GEOID09
 DM3934  DYNAMIC HEIGHT  -        334.588 (meters)     1097.73  (feet) COMP
 DM3934  MODELED GRAVITY -    980,446.5   (mgal)                       NAVD 88
 DM3934
 DM3934  VERT ORDER      -  SECOND    CLASS I
 DM3934
 DM3934.The horizontal coordinates were scaled from a topographic map and have
 DM3934.an estimated accuracy of +/- 6 seconds.
 DM3934.
 DM3934.The orthometric height was determined by differential leveling and
 DM3934.adjusted in June 2011.
 DM3934
 DM3934.The dynamic height is computed by dividing the NAVD 88
 DM3934.geopotential number by the normal gravity value computed on the
 DM3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3934.degrees latitude (g = 980.6199 gals.).
 DM3934
 DM3934.The modeled gravity was interpolated from observed gravity values.
 DM3934
 DM3934;                    North         East    Units  Estimated Accuracy
 DM3934;SPC MN S     -   239,130.      833,080.      MT  (+/- 180 meters Scaled)
 DM3934
 DM3934                          SUPERSEDED SURVEY CONTROL
 DM3934
 DM3934.No superseded survey control is available for this station.
 DM3934
 DM3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ532999(NAD 83)
 DM3934
 DM3934_MARKER: DB = BENCH MARK DISK
 DM3934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3934_STAMPING: 4001 C 1965
 DM3934_MARK LOGO: MNDT  
 DM3934_PROJECTION: FLUSH
 DM3934_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM3934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3934+STABILITY: SURFACE MOTION
 DM3934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3934+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3934
 DM3934  HISTORY     - Date     Condition        Report By
 DM3934  HISTORY     - 1965     MONUMENTED       MNDT
 DM3934  HISTORY     - 2004     GOOD             MNDT
 DM3934
 DM3934                          STATION DESCRIPTION
 DM3934
 DM3934'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3934'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHEAST OF ELYSIAN, 4.3
 DM3934'MI (6.9 KM) SOUTH OF KILKENNY AND 2.4 MI (3.9 KM) NORTH-NORTHWEST OF
 DM3934'WATERVILLE.
 DM3934' 
 DM3934'TO REACH THE MARK GO 1.1 MI (1.8 KM) NORTH OF WATERVILLE, 3.3 MI (5.3
 DM3934'KM) NORTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3934'AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 13 MILE POINT 45.9.
 DM3934' 
 DM3934'IT IS 74.1 FT (22.6 M) WEST OF TRUNK HIGHWAY 13, 8.3 FT (2.5 M)
 DM3934'SOUTH-SOUTHWEST OF 10 INCH (25 CM) ELM TREE, 0.5 FT (15 CM) EAST OF A
 DM3934'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3935 ***********************************************************************
 DM3935  DESIGNATION -  4001 DA
 DM3935  PID         -  DM3935
 DM3935  STATE/COUNTY-  MN/LE SUEUR
 DM3935  COUNTRY     -  US
 DM3935  USGS QUAD   -  KILKENNY (1966)
 DM3935
 DM3935                         *CURRENT SURVEY CONTROL
 DM3935  ______________________________________________________________________
 DM3935* NAD 83(1986) POSITION- 44 16 02.     (N) 093 35 07.     (W)   SCALED    
 DM3935* NAVD 88 ORTHO HEIGHT -   332.358  (meters)    1090.41  (feet) ADJUSTED  
 DM3935  ______________________________________________________________________
 DM3935  GEOID HEIGHT    -        -28.38  (meters)                     GEOID09
 DM3935  DYNAMIC HEIGHT  -        332.305 (meters)     1090.24  (feet) COMP
 DM3935  MODELED GRAVITY -    980,450.8   (mgal)                       NAVD 88
 DM3935
 DM3935  VERT ORDER      -  SECOND    CLASS I
 DM3935
 DM3935.The horizontal coordinates were scaled from a topographic map and have
 DM3935.an estimated accuracy of +/- 6 seconds.
 DM3935.
 DM3935.The orthometric height was determined by differential leveling and
 DM3935.adjusted in June 2011.
 DM3935
 DM3935.The dynamic height is computed by dividing the NAVD 88
 DM3935.geopotential number by the normal gravity value computed on the
 DM3935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3935.degrees latitude (g = 980.6199 gals.).
 DM3935
 DM3935.The modeled gravity was interpolated from observed gravity values.
 DM3935
 DM3935;                    North         East    Units  Estimated Accuracy
 DM3935;SPC MN S     -   240,890.      833,110.      MT  (+/- 180 meters Scaled)
 DM3935
 DM3935                          SUPERSEDED SURVEY CONTROL
 DM3935
 DM3935.No superseded survey control is available for this station.
 DM3935
 DM3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK532017(NAD 83)
 DM3935
 DM3935_MARKER: DD = SURVEY DISK
 DM3935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3935_STAMPING: 4001 DA 2004
 DM3935_MARK LOGO: MNDT  
 DM3935_PROJECTION: RECESSED 5 CENTIMETERS
 DM3935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3935+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3935_ROD/PIPE-DEPTH:  7.6 meters
 DM3935
 DM3935  HISTORY     - Date     Condition        Report By
 DM3935  HISTORY     - 2004     MONUMENTED       MNDT
 DM3935
 DM3935                          STATION DESCRIPTION
 DM3935
 DM3935'DESCRIBED BY MN DEPT OF TRANSP 2004
 DM3935'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF CORDOVA,
 DM3935'3.4 MI (5.5 KM) NORTH-NORTHWEST OF WATERVILLE AND 3.2 MI (5.1 KM)
 DM3935'SOUTH OF KILKENNEY.
 DM3935' 
 DM3935'TO REACH THE MARK GO 2.3 MI (3.7 KM) NORTH OF WATERVILLE, 4.5 MI (7.2
 DM3935'KM) NORTH ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3935'AND TRUNK HIGHWAY 60 IN WATERVILLE, AT TRUNK HIGHWAY 13 MILE POINT
 DM3935'46.95.
 DM3935' 
 DM3935'IT IS 62.5 FT (19.1 M) EAST OF TRUNK HIGHWAY 13, 36.0 FT (11.0 M)
 DM3935'SOUTH OF A FIELD ENTRANCE, 15.4 FT (4.7 M) SOUTHWEST OF POWER POLE,
 DM3935'1.7 FT (0.5 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3936 ***********************************************************************
 DM3936  DESIGNATION -  4001 E
 DM3936  PID         -  DM3936
 DM3936  STATE/COUNTY-  MN/LE SUEUR
 DM3936  COUNTRY     -  US
 DM3936  USGS QUAD   -  KILKENNY (1966)
 DM3936
 DM3936                         *CURRENT SURVEY CONTROL
 DM3936  ______________________________________________________________________
 DM3936* NAD 83(1986) POSITION- 44 16 43.     (N) 093 35 09.     (W)   SCALED    
 DM3936* NAVD 88 ORTHO HEIGHT -   320.573  (meters)    1051.75  (feet) ADJUSTED  
 DM3936  ______________________________________________________________________
 DM3936  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DM3936  DYNAMIC HEIGHT  -        320.523 (meters)     1051.58  (feet) COMP
 DM3936  MODELED GRAVITY -    980,453.8   (mgal)                       NAVD 88
 DM3936
 DM3936  VERT ORDER      -  SECOND    CLASS I
 DM3936
 DM3936.The horizontal coordinates were scaled from a topographic map and have
 DM3936.an estimated accuracy of +/- 6 seconds.
 DM3936.
 DM3936.The orthometric height was determined by differential leveling and
 DM3936.adjusted in June 2011.
 DM3936
 DM3936.The dynamic height is computed by dividing the NAVD 88
 DM3936.geopotential number by the normal gravity value computed on the
 DM3936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3936.degrees latitude (g = 980.6199 gals.).
 DM3936
 DM3936.The modeled gravity was interpolated from observed gravity values.
 DM3936
 DM3936;                    North         East    Units  Estimated Accuracy
 DM3936;SPC MN S     -   242,150.      833,060.      MT  (+/- 180 meters Scaled)
 DM3936
 DM3936                          SUPERSEDED SURVEY CONTROL
 DM3936
 DM3936.No superseded survey control is available for this station.
 DM3936
 DM3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK532029(NAD 83)
 DM3936
 DM3936_MARKER: DB = BENCH MARK DISK
 DM3936_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM3936_STAMPING: 4001 E 1965
 DM3936_MARK LOGO: MNDT  
 DM3936_PROJECTION: RECESSED 15 CENTIMETERS
 DM3936_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM3936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3936+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3936
 DM3936  HISTORY     - Date     Condition        Report By
 DM3936  HISTORY     - 1965     MONUMENTED       MNDT
 DM3936  HISTORY     - 2004     GOOD             MNDT
 DM3936
 DM3936                          STATION DESCRIPTION
 DM3936
 DM3936'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3936'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF CORDOVA, 4.2
 DM3936'MI (6.8 KM) NORTH-NORTHWEST OF WATERVILLE AND 2.5 MI (4.0 KM)
 DM3936'SOUTH-SOUTHWEST OF KILKENNY.
 DM3936' 
 DM3936'TO REACH THE MARK GO 3.0 MI (4.8 KM) NORTH OF WATERVILLE, 5.2 MI (8.4
 DM3936'KM) NORTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3936'AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 13 MILE POINT 47.8.
 DM3936' 
 DM3936'IT IS 73.6 FT (22.4 M) WEST OF TRUNK HIGHWAY 13, 100 FT (30.5 M) NORTH
 DM3936'OF CULVERT, 112 FT (34.1 M) NORTH OF INSPECTION TEE IN WEST DITCH,
 DM3936'41.2 FT (12.6 M) NORTH OF RIGHT OF WAY POST, 5.0 FT (1.5 M) SOUTHWEST
 DM3936'OF RIGHT OF WAY POST, 0.5 FT (15 CM) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3937 ***********************************************************************
 DM3937  DESIGNATION -  4001 F
 DM3937  PID         -  DM3937
 DM3937  STATE/COUNTY-  MN/LE SUEUR
 DM3937  COUNTRY     -  US
 DM3937  USGS QUAD   -  KILKENNY (1966)
 DM3937
 DM3937                         *CURRENT SURVEY CONTROL
 DM3937  ______________________________________________________________________
 DM3937* NAD 83(1986) POSITION- 44 17 29.     (N) 093 35 29.     (W)   SCALED    
 DM3937* NAVD 88 ORTHO HEIGHT -   329.712  (meters)    1081.73  (feet) ADJUSTED  
 DM3937  ______________________________________________________________________
 DM3937  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 DM3937  DYNAMIC HEIGHT  -        329.661 (meters)     1081.56  (feet) COMP
 DM3937  MODELED GRAVITY -    980,456.0   (mgal)                       NAVD 88
 DM3937
 DM3937  VERT ORDER      -  SECOND    CLASS I
 DM3937
 DM3937.The horizontal coordinates were scaled from a topographic map and have
 DM3937.an estimated accuracy of +/- 6 seconds.
 DM3937.
 DM3937.The orthometric height was determined by differential leveling and
 DM3937.adjusted in June 2011.
 DM3937
 DM3937.The dynamic height is computed by dividing the NAVD 88
 DM3937.geopotential number by the normal gravity value computed on the
 DM3937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3937.degrees latitude (g = 980.6199 gals.).
 DM3937
 DM3937.The modeled gravity was interpolated from observed gravity values.
 DM3937
 DM3937;                    North         East    Units  Estimated Accuracy
 DM3937;SPC MN S     -   243,570.      832,610.      MT  (+/- 180 meters Scaled)
 DM3937
 DM3937                          SUPERSEDED SURVEY CONTROL
 DM3937
 DM3937.No superseded survey control is available for this station.
 DM3937
 DM3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK528044(NAD 83)
 DM3937
 DM3937_MARKER: DB = BENCH MARK DISK
 DM3937_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM3937_STAMPING: 4001 F 1965
 DM3937_MARK LOGO: MNDT  
 DM3937_PROJECTION: PROJECTING 5 CENTIMETERS
 DM3937_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM3937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3937+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3937
 DM3937  HISTORY     - Date     Condition        Report By
 DM3937  HISTORY     - 1965     MONUMENTED       MNDT
 DM3937  HISTORY     - 2004     GOOD             MNDT
 DM3937
 DM3937                          STATION DESCRIPTION
 DM3937
 DM3937'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3937'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH-NORTHWEST OF
 DM3937'WATERVILLE, 5.0 MI (8.0 KM) SOUTHEAST OF CORDOVA AND 1.7 MI (2.7 KM)
 DM3937'SOUTH-SOUTHWEST OF KILKENNY.
 DM3937' 
 DM3937'TO REACH THE MARK GO 4.0 MI (6.4 KM) NORTH OF WATERVILLE, 6.2 MI (10.0
 DM3937'KM) NORTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3937'AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 13 MILE POINT 48.8.
 DM3937' 
 DM3937'IT IS 73.5 FT (22.4 M) SOUTHWEST OF TRUNK HIGHWAY 13, 130 FT (39.6 M)
 DM3937'SOUTHEAST OF FARM ENTRANCE WEST (NUMBER 45398), 1 S POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3938 ***********************************************************************
 DM3938  DESIGNATION -  4001 H
 DM3938  PID         -  DM3938
 DM3938  STATE/COUNTY-  MN/LE SUEUR
 DM3938  COUNTRY     -  US
 DM3938  USGS QUAD   -  KILKENNY (1966)
 DM3938
 DM3938                         *CURRENT SURVEY CONTROL
 DM3938  ______________________________________________________________________
 DM3938* NAD 83(1986) POSITION- 44 18 57.     (N) 093 36 23.     (W)   SCALED    
 DM3938* NAVD 88 ORTHO HEIGHT -   329.767  (meters)    1081.91  (feet) ADJUSTED  
 DM3938  ______________________________________________________________________
 DM3938  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 DM3938  DYNAMIC HEIGHT  -        329.718 (meters)     1081.75  (feet) COMP
 DM3938  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 DM3938
 DM3938  VERT ORDER      -  SECOND    CLASS I
 DM3938
 DM3938.The horizontal coordinates were scaled from a topographic map and have
 DM3938.an estimated accuracy of +/- 6 seconds.
 DM3938.
 DM3938.The orthometric height was determined by differential leveling and
 DM3938.adjusted in June 2011.
 DM3938
 DM3938.The dynamic height is computed by dividing the NAVD 88
 DM3938.geopotential number by the normal gravity value computed on the
 DM3938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3938.degrees latitude (g = 980.6199 gals.).
 DM3938
 DM3938.The modeled gravity was interpolated from observed gravity values.
 DM3938
 DM3938;                    North         East    Units  Estimated Accuracy
 DM3938;SPC MN S     -   246,280.      831,400.      MT  (+/- 180 meters Scaled)
 DM3938
 DM3938                          SUPERSEDED SURVEY CONTROL
 DM3938
 DM3938.No superseded survey control is available for this station.
 DM3938
 DM3938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK516071(NAD 83)
 DM3938
 DM3938_MARKER: DB = BENCH MARK DISK
 DM3938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3938_STAMPING: 4001 H 1965
 DM3938_MARK LOGO: MNDT  
 DM3938_PROJECTION: RECESSED 15 CENTIMETERS
 DM3938_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM3938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3938+STABILITY: SURFACE MOTION
 DM3938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3938+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3938
 DM3938  HISTORY     - Date     Condition        Report By
 DM3938  HISTORY     - 1965     MONUMENTED       MNDT
 DM3938  HISTORY     - 2004     GOOD             MNDT
 DM3938
 DM3938                          STATION DESCRIPTION
 DM3938
 DM3938'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3938'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF
 DM3938'WATERVILLE, 3.5 MI (5.6 KM) EAST-SOUTHEAST OF CORDOVA AND 1.6 MI (2.6
 DM3938'KM) WEST OF KILKENNY.
 DM3938' 
 DM3938'TO REACH THE MARK GO 5.8 MI (9.3 KM) NORTH OF WATERVILLE, 8.0 MI (12.9
 DM3938'KM) NORTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3938'AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 13 MILE POINT 50.6, 74 FT (22.6
 DM3938'M) WEST OF TRUNK HIGHWAY 13, AT NORTHWEST CORNER OF THE JUNCTION OF
 DM3938'TRUNK HIGHWAY 13 AND COUNTY ROAD 136 WEST, 56.6 FT (17.3 M) NORTH OF
 DM3938'COUNTY ROAD 136, 0.5 FT (15 CM) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3939 ***********************************************************************
 DM3939  DESIGNATION -  4001 J
 DM3939  PID         -  DM3939
 DM3939  STATE/COUNTY-  MN/LE SUEUR
 DM3939  COUNTRY     -  US
 DM3939  USGS QUAD   -  KILKENNY (1966)
 DM3939
 DM3939                         *CURRENT SURVEY CONTROL
 DM3939  ______________________________________________________________________
 DM3939* NAD 83(1986) POSITION- 44 19 47.     (N) 093 36 22.     (W)   SCALED    
 DM3939* NAVD 88 ORTHO HEIGHT -   336.968  (meters)    1105.54  (feet) ADJUSTED  
 DM3939  ______________________________________________________________________
 DM3939  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 DM3939  DYNAMIC HEIGHT  -        336.920 (meters)     1105.38  (feet) COMP
 DM3939  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 DM3939
 DM3939  VERT ORDER      -  SECOND    CLASS I
 DM3939
 DM3939.The horizontal coordinates were scaled from a topographic map and have
 DM3939.an estimated accuracy of +/- 6 seconds.
 DM3939.
 DM3939.The orthometric height was determined by differential leveling and
 DM3939.adjusted in June 2011.
 DM3939
 DM3939.The dynamic height is computed by dividing the NAVD 88
 DM3939.geopotential number by the normal gravity value computed on the
 DM3939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3939.degrees latitude (g = 980.6199 gals.).
 DM3939
 DM3939.The modeled gravity was interpolated from observed gravity values.
 DM3939
 DM3939;                    North         East    Units  Estimated Accuracy
 DM3939;SPC MN S     -   247,820.      831,410.      MT  (+/- 180 meters Scaled)
 DM3939
 DM3939                          SUPERSEDED SURVEY CONTROL
 DM3939
 DM3939.No superseded survey control is available for this station.
 DM3939
 DM3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK516086(NAD 83)
 DM3939
 DM3939_MARKER: DB = BENCH MARK DISK
 DM3939_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM3939_STAMPING: 4001 J 1965
 DM3939_MARK LOGO: MNDT  
 DM3939_PROJECTION: RECESSED 5 CENTIMETERS
 DM3939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM3939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3939+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3939
 DM3939  HISTORY     - Date     Condition        Report By
 DM3939  HISTORY     - 1965     MONUMENTED       MNDT
 DM3939  HISTORY     - 2004     GOOD             MNDT
 DM3939
 DM3939                          STATION DESCRIPTION
 DM3939
 DM3939'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3939'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF LE CENTER,
 DM3939'3.3 MI (5.3 KM) EAST OF CORDOVA AND 2.0 MI (3.2 KM) NORTHWEST OF
 DM3939'KILKENNY.
 DM3939' 
 DM3939'TO REACH TO REACH THE MARK GO 6.8 MI (10.9 KM) NORTH OF WATERVILLE,
 DM3939'9.0 MI (14.5 KM) NORTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK
 DM3939'HIGHWAY 13 AND TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 13 MILE POINT 51.6,
 DM3939'73.6 FT (22.4 M) WEST OF TRUNK HIGHWAY 13, 74.4 FT (22.7 M) NORTH OF A
 DM3939'FIELD ENTRANCE, 1.0 FT (0.3 M) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3940 ***********************************************************************
 DM3940  DESIGNATION -  4001 K
 DM3940  PID         -  DM3940
 DM3940  STATE/COUNTY-  MN/LE SUEUR
 DM3940  COUNTRY     -  US
 DM3940  USGS QUAD   -  KILKENNY (1966)
 DM3940
 DM3940                         *CURRENT SURVEY CONTROL
 DM3940  ______________________________________________________________________
 DM3940* NAD 83(1986) POSITION- 44 20 41.     (N) 093 36 22.     (W)   SCALED    
 DM3940* NAVD 88 ORTHO HEIGHT -   318.392  (meters)    1044.59  (feet) ADJUSTED  
 DM3940  ______________________________________________________________________
 DM3940  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 DM3940  DYNAMIC HEIGHT  -        318.348 (meters)     1044.45  (feet) COMP
 DM3940  MODELED GRAVITY -    980,470.2   (mgal)                       NAVD 88
 DM3940
 DM3940  VERT ORDER      -  SECOND    CLASS I
 DM3940
 DM3940.The horizontal coordinates were scaled from a topographic map and have
 DM3940.an estimated accuracy of +/- 6 seconds.
 DM3940.
 DM3940.The orthometric height was determined by differential leveling and
 DM3940.adjusted in June 2011.
 DM3940
 DM3940.The dynamic height is computed by dividing the NAVD 88
 DM3940.geopotential number by the normal gravity value computed on the
 DM3940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3940.degrees latitude (g = 980.6199 gals.).
 DM3940
 DM3940.The modeled gravity was interpolated from observed gravity values.
 DM3940
 DM3940;                    North         East    Units  Estimated Accuracy
 DM3940;SPC MN S     -   249,490.      831,410.      MT  (+/- 180 meters Scaled)
 DM3940
 DM3940                          SUPERSEDED SURVEY CONTROL
 DM3940
 DM3940.No superseded survey control is available for this station.
 DM3940
 DM3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK516103(NAD 83)
 DM3940
 DM3940_MARKER: DB = BENCH MARK DISK
 DM3940_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM3940_SP_SET: HEADWALL BOX CULVERT
 DM3940_STAMPING: 4001 K 1965
 DM3940_MARK LOGO: MNDT  
 DM3940_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3940+STABILITY: SURFACE MOTION
 DM3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3940+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3940
 DM3940  HISTORY     - Date     Condition        Report By
 DM3940  HISTORY     - 1965     MONUMENTED       MNDT
 DM3940  HISTORY     - 2004     GOOD             MNDT
 DM3940
 DM3940                          STATION DESCRIPTION
 DM3940
 DM3940'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3940'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) SOUTH OF MONTGOMERY, 3.3
 DM3940'MI (5.3 KM) EAST OF CORDOVA AND 2.7 MI (4.3 KM) NORTHWEST OF KILKENNY.
 DM3940'TO REACH THE MARK GO 6.3 MI (10.1 KM) SOUTH OF MONTGOMERY, 2.7 MI (4.3
 DM3940'KM) SOUTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3940'AND TRUNK HIGHWAY 99, AT TRUNK HIGHWAY 13 MILE POINT 52.6, IN
 DM3940'SOUTHEAST HEADWALL OF TRUNK HIGHWAY 13 BOX CULVERT 6355 AT BIG CANNON
 DM3940'RIVER, 36 FT (11.0 M) EAST OF TRUNK HIGHWAY 13, 8.2 FT (2.5 M) EAST OF
 DM3940'GUARD RAIL
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3941 ***********************************************************************
 DM3941  DESIGNATION -  4001 L
 DM3941  PID         -  DM3941
 DM3941  STATE/COUNTY-  MN/LE SUEUR
 DM3941  COUNTRY     -  US
 DM3941  USGS QUAD   -  KILKENNY (1966)
 DM3941
 DM3941                         *CURRENT SURVEY CONTROL
 DM3941  ______________________________________________________________________
 DM3941* NAD 83(1986) POSITION- 44 21 23.     (N) 093 36 23.     (W)   SCALED    
 DM3941* NAVD 88 ORTHO HEIGHT -   323.537  (meters)    1061.47  (feet) ADJUSTED  
 DM3941  ______________________________________________________________________
 DM3941  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 DM3941  DYNAMIC HEIGHT  -        323.493 (meters)     1061.33  (feet) COMP
 DM3941  MODELED GRAVITY -    980,474.7   (mgal)                       NAVD 88
 DM3941
 DM3941  VERT ORDER      -  SECOND    CLASS I
 DM3941
 DM3941.The horizontal coordinates were scaled from a topographic map and have
 DM3941.an estimated accuracy of +/- 6 seconds.
 DM3941.
 DM3941.The orthometric height was determined by differential leveling and
 DM3941.adjusted in June 2011.
 DM3941
 DM3941.The dynamic height is computed by dividing the NAVD 88
 DM3941.geopotential number by the normal gravity value computed on the
 DM3941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3941.degrees latitude (g = 980.6199 gals.).
 DM3941
 DM3941.The modeled gravity was interpolated from observed gravity values.
 DM3941
 DM3941;                    North         East    Units  Estimated Accuracy
 DM3941;SPC MN S     -   250,790.      831,380.      MT  (+/- 180 meters Scaled)
 DM3941
 DM3941                          SUPERSEDED SURVEY CONTROL
 DM3941
 DM3941.No superseded survey control is available for this station.
 DM3941
 DM3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK516116(NAD 83)
 DM3941
 DM3941_MARKER: DB = BENCH MARK DISK
 DM3941_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM3941_STAMPING: 4001 L 1965
 DM3941_MARK LOGO: MNDT  
 DM3941_PROJECTION: FLUSH
 DM3941_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM3941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3941+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3941
 DM3941  HISTORY     - Date     Condition        Report By
 DM3941  HISTORY     - 1965     MONUMENTED       MNDT
 DM3941  HISTORY     - 2004     GOOD             MNDT
 DM3941
 DM3941                          STATION DESCRIPTION
 DM3941
 DM3941'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3941'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTH-SOUTHWEST OF
 DM3941'MONTGOMERY, 3.5 MI (5.6 KM) EAST-NORTHEAST OF CORDOVA AND 3.4 MI (5.5
 DM3941'KM) NORTH-NORTHWEST OF KILKENNY.
 DM3941' 
 DM3941'TO REACH THE MARK GO R5.5 MILES SOUTH OF MONTGOMERY, 1.9 MI (3.1 KM)
 DM3941'SOUTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND
 DM3941'TRUNK HIGHWAY 99, AT TRUNK HIGHWAY 13 MILE POINT 53.35, 75 FT (22.9 M)
 DM3941'WEST OF TRUNK HIGHWAY 13, 0.5 FT (15 CM) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3942 ***********************************************************************
 DM3942  DESIGNATION -  4001 M
 DM3942  PID         -  DM3942
 DM3942  STATE/COUNTY-  MN/LE SUEUR
 DM3942  COUNTRY     -  US
 DM3942  USGS QUAD   -  KILKENNY (1966)
 DM3942
 DM3942                         *CURRENT SURVEY CONTROL
 DM3942  ______________________________________________________________________
 DM3942* NAD 83(1986) POSITION- 44 22 17.     (N) 093 36 21.     (W)   SCALED    
 DM3942* NAVD 88 ORTHO HEIGHT -   326.883  (meters)    1072.45  (feet) ADJUSTED  
 DM3942  ______________________________________________________________________
 DM3942  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DM3942  DYNAMIC HEIGHT  -        326.841 (meters)     1072.31  (feet) COMP
 DM3942  MODELED GRAVITY -    980,481.0   (mgal)                       NAVD 88
 DM3942
 DM3942  VERT ORDER      -  SECOND    CLASS I
 DM3942
 DM3942.The horizontal coordinates were scaled from a topographic map and have
 DM3942.an estimated accuracy of +/- 6 seconds.
 DM3942.
 DM3942.The orthometric height was determined by differential leveling and
 DM3942.adjusted in June 2011.
 DM3942
 DM3942.The dynamic height is computed by dividing the NAVD 88
 DM3942.geopotential number by the normal gravity value computed on the
 DM3942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3942.degrees latitude (g = 980.6199 gals.).
 DM3942
 DM3942.The modeled gravity was interpolated from observed gravity values.
 DM3942
 DM3942;                    North         East    Units  Estimated Accuracy
 DM3942;SPC MN S     -   252,450.      831,410.      MT  (+/- 180 meters Scaled)
 DM3942
 DM3942                          SUPERSEDED SURVEY CONTROL
 DM3942
 DM3942.No superseded survey control is available for this station.
 DM3942
 DM3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK517133(NAD 83)
 DM3942
 DM3942_MARKER: DB = BENCH MARK DISK
 DM3942_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM3942_STAMPING: 4001 M 1965
 DM3942_MARK LOGO: MNDT  
 DM3942_PROJECTION: RECESSED 8 CENTIMETERS
 DM3942_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM3942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3942+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DM3942
 DM3942  HISTORY     - Date     Condition        Report By
 DM3942  HISTORY     - 1965     MONUMENTED       MNDT
 DM3942  HISTORY     - 2004     GOOD             MNDT
 DM3942
 DM3942                          STATION DESCRIPTION
 DM3942
 DM3942'DESCRIBED BY MN DEPT OF TRANSP 2004 (DAS)
 DM3942'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHWEST OF
 DM3942'MONTGOMERY, 4.3 MI (6.9 KM) NORTH-NORTHWEST OF KILKENNY AND 4.0 MI
 DM3942'(6.4 KM) NORTHEAST OF CORDOVA.
 DM3942' 
 DM3942'TO REACH THE MARK GO 4.5 MI (7.2 KM) SOUTH OF MONTGOMERY, 0.9 MI (1.4
 DM3942'KM) SOUTH ON TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13
 DM3942'AND TRUNK HIGHWAY 99, AT TRUNK HIGHWAY 13 MILE POINT 54.4, 75.5 FT
 DM3942'(23.0 M) WEST OF TRUNK HIGHWAY 13, 550 FT (167.6 M) NORTH OF COUNTY
 DM3942'ROAD 138, 0.5 FT (15 CM) EAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9312 ***********************************************************************
 AC9312  DESIGNATION -  4002 A
 AC9312  PID         -  AC9312
 AC9312  STATE/COUNTY-  MN/LE SUEUR
 AC9312  COUNTRY     -  US
 AC9312  USGS QUAD   -  MONTGOMERY (1966)
 AC9312
 AC9312                         *CURRENT SURVEY CONTROL
 AC9312  ______________________________________________________________________
 AC9312* NAD 83(1986) POSITION- 44 23 58.     (N) 093 36 21.     (W)   SCALED    
 AC9312* NAVD 88 ORTHO HEIGHT -   326.355  (meters)    1070.72  (feet) ADJUSTED  
 AC9312  ______________________________________________________________________
 AC9312  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 AC9312  DYNAMIC HEIGHT  -        326.317 (meters)     1070.59  (feet) COMP
 AC9312  MODELED GRAVITY -    980,493.5   (mgal)                       NAVD 88
 AC9312
 AC9312  VERT ORDER      -  SECOND    CLASS I
 AC9312
 AC9312.The horizontal coordinates were scaled from a topographic map and have
 AC9312.an estimated accuracy of +/- 6 seconds.
 AC9312.
 AC9312.The orthometric height was determined by differential leveling and
 AC9312.adjusted in September 1997.
 AC9312
 AC9312.Photographs are available for this station.
 AC9312
 AC9312.The dynamic height is computed by dividing the NAVD 88
 AC9312.geopotential number by the normal gravity value computed on the
 AC9312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9312.degrees latitude (g = 980.6199 gals.).
 AC9312
 AC9312.The modeled gravity was interpolated from observed gravity values.
 AC9312
 AC9312;                    North         East    Units  Estimated Accuracy
 AC9312;SPC MN S     -   255,570.      831,400.      MT  (+/- 180 meters Scaled)
 AC9312
 AC9312                          SUPERSEDED SURVEY CONTROL
 AC9312
 AC9312.No superseded survey control is available for this station.
 AC9312
 AC9312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK517164(NAD 83)
 AC9312
 AC9312_MARKER: DB = BENCH MARK DISK
 AC9312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9312_STAMPING: 4002 A 1958
 AC9312_MARK LOGO: MNHD  
 AC9312_PROJECTION: FLUSH
 AC9312_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC9312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9312+STABILITY: SURFACE MOTION
 AC9312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9312+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 AC9312
 AC9312  HISTORY     - Date     Condition        Report By
 AC9312  HISTORY     - 1958     MONUMENTED       MNHD
 AC9312  HISTORY     - 1989     GOOD             MNDT
 AC9312  HISTORY     - 20040524 GOOD             MNDT
 AC9312
 AC9312                          STATION DESCRIPTION
 AC9312
 AC9312'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9312'THE MARK IS LOCATED ABOUT 3 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AC9312'MONTGOMERY, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION
 AC9312'WITH TRUNK HIGHWAY 99 SOUTH OF MONTGOMERY, AND IN THE SE 1/4 OF
 AC9312'SECTION 20, T111N, R23W.  THE MARK IS 75 FEET WEST OF AND 2.0 FEET
 AC9312'BELOW THE LEVEL OF THE CENTERLINE OF HIGHWAY 13 AT MILEPOINT 56.3,
 AC9312'47.0 FEET NORTH OF THE CENTER OF COUNTY ROAD 140, AND 1.0 FOOT EAST OF
 AC9312'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9312'STAMPED---4002 A 1958---, IS SET IN A 6 FOOT LONG PRECAST (MAGNETIC)
 AC9312'CONCRETE MONUMENT AND IS 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 AC9312
 AC9312                          STATION RECOVERY (2004)
 AC9312
 AC9312'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AC9312'THE MARK IS LOCATED 2.5 MILES SOUTH OF MONTGOMERY.  GO 11 MILES NORTH
 AC9312'ALONG TRUNK HIGHWAY 13 FROM THE JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK
 AC9312'HIGHWAY 99 NEAR MONTGOMERY, AT TRUNK HIGHWAY 13 MILEPOINT 56.4.  THE
 AC9312'MARK IS 75.0 FEET WEST OF TRUNK HIGHWAY 13, 47.5 FEET NORTH OF COUNTY
 AC9312'ROAD 140, 14.2 FEET EAST OF ROADSIDE LANE, 0.7 FEET EAST OF WITNESS
 AC9312'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9311 ***********************************************************************
 AC9311  DESIGNATION -  4002 B
 AC9311  PID         -  AC9311
 AC9311  STATE/COUNTY-  MN/LE SUEUR
 AC9311  COUNTRY     -  US
 AC9311  USGS QUAD   -  MONTGOMERY (1966)
 AC9311
 AC9311                         *CURRENT SURVEY CONTROL
 AC9311  ______________________________________________________________________
 AC9311* NAD 83(2007) POSITION- 44 24 33.05341(N) 093 36 00.88542(W)   ADJUSTED  
 AC9311* NAD 83(2007) ELLIP HT-   298.940 (meters)        (02/10/07)   ADJUSTED
 AC9311* NAD 83(2007) EPOCH   -  2002.00
 AC9311* NAVD 88 ORTHO HEIGHT -   326.749  (meters)    1072.01  (feet) ADJUSTED  
 AC9311  ______________________________________________________________________
 AC9311  NAD 83(2007) X  -   -286,594.828 (meters)                     COMP
 AC9311  NAD 83(2007) Y  - -4,554,982.337 (meters)                     COMP
 AC9311  NAD 83(2007) Z  -  4,440,893.759 (meters)                     COMP
 AC9311  LAPLACE CORR    -          6.00  (seconds)                    DEFLEC09
 AC9311  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 AC9311  DYNAMIC HEIGHT  -        326.713 (meters)     1071.89  (feet) COMP
 AC9311  MODELED GRAVITY -    980,499.0   (mgal)                       NAVD 88
 AC9311
 AC9311  VERT ORDER      -  SECOND    CLASS I
 AC9311
 AC9311  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9311  Type                                         Horiz  Ellip  Dist(km)
 AC9311  -------------------------------------------------------------------
 AC9311  NETWORK                                       0.54   0.57
 AC9311  -------------------------------------------------------------------
 AC9311  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.35   0.35      1.46
 AC9311  -------------------------------------------------------------------
 AC9311  NOTE: Click here for information on individual local accuracy
 AC9311  values and other accuracy information.
 AC9311
 AC9311
 AC9311.The horizontal coordinates were established by GPS observations
 AC9311.and adjusted by the National Geodetic Survey in February 2007.
 AC9311
 AC9311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9311.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9311
 AC9311.The horizontal coordinates are valid at the epoch date displayed above
 AC9311.which is a decimal equivalence of Year/Month/Day.
 AC9311
 AC9311.The orthometric height was determined by differential leveling and
 AC9311.adjusted in September 1997.
 AC9311
 AC9311.Photographs are available for this station.
 AC9311
 AC9311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9311
 AC9311.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9311
 AC9311.The ellipsoidal height was determined by GPS observations
 AC9311.and is referenced to NAD 83.
 AC9311
 AC9311.The dynamic height is computed by dividing the NAVD 88
 AC9311.geopotential number by the normal gravity value computed on the
 AC9311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9311.degrees latitude (g = 980.6199 gals.).
 AC9311
 AC9311.The modeled gravity was interpolated from observed gravity values.
 AC9311
 AC9311. The following values were computed from the NAD 83(2007) position.
 AC9311
 AC9311;                    North         East     Units Scale Factor Converg.
 AC9311;SPC MN S     -   256,653.744   831,839.008   MT  0.99992333   +0 16 48.7
 AC9311;SPC MN S     -   842,038.16  2,729,125.15   sFT  0.99992333   +0 16 48.7
 AC9311;UTM  15      - 4,917,496.550   452,207.764   MT  0.99962809   -0 25 12.2
 AC9311
 AC9311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9311!SPC MN S     -   0.99995313  x   0.99992333  =   0.99987646
 AC9311!UTM  15      -   0.99995313  x   0.99962809  =   0.99958124
 AC9311
 AC9311:                Primary Azimuth Mark                     Grid Az
 AC9311:SPC MN S     -  4002 C                                   037 33 42.3
 AC9311:UTM  15      -  4002 C                                   038 15 43.2
 AC9311
 AC9311|---------------------------------------------------------------------|
 AC9311| PID    Reference Object                     Distance      Geod. Az  |
 AC9311|                                                           dddmmss.s |
 AC9311| AC9334 4002 C                              APPROX. 1.1 KM 0375031.0 |
 AC9311|---------------------------------------------------------------------|
 AC9311
 AC9311                          SUPERSEDED SURVEY CONTROL
 AC9311
 AC9311  NAD 83(1996)-  44 24 33.05290(N)    093 36 00.88540(W) AD(       ) 1
 AC9311  ELLIP H (03/24/05)  299.000  (m)                       GP(       ) 3 1
 AC9311  NAVD 88 (03/24/05)  326.8    (m)  GEOID03 model used   GPS OBS        
 AC9311
 AC9311.Superseded values are not recommended for survey control.
 AC9311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9311.See file dsdata.txt to determine how the superseded data were derived.
 AC9311
 AC9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5220717496(NAD 83)
 AC9311
 AC9311_MARKER: DV = VERTICAL CONTROL DISK
 AC9311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9311_STAMPING: 4002 B 1958
 AC9311_MARK LOGO: MNDT  
 AC9311_PROJECTION: PROJECTING 5 CENTIMETERS
 AC9311_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC9311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9311+STABILITY: SURFACE MOTION
 AC9311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9311+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AC9311
 AC9311  HISTORY     - Date     Condition        Report By
 AC9311  HISTORY     - 1958     MONUMENTED       MNDT
 AC9311  HISTORY     - 1989     GOOD             MNDT
 AC9311  HISTORY     - 20031023 GOOD             MNDT
 AC9311  HISTORY     - 20041006 GOOD             MNDT
 AC9311
 AC9311                          STATION DESCRIPTION
 AC9311
 AC9311'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9311'THE MARK IS LOCATED ABOUT 2 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AC9311'MONTGOMERY, 1.45 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION
 AC9311'WITH TRUNK HIGHWAY 21 SOUTH OF MONTGOMERY, AND IN THE NW 1/4 OF
 AC9311'SECTION 21, T111N, R23W.  THE MARK IS 70 FEET SOUTHWEST OF AND 3.0
 AC9311'FEET BELOW THE LEVEL OF THE CENTERLINE OF HIGHWAY 13 AND 1.0 FOOT
 AC9311'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 AC9311'DISK STAMPED---4002 B 1958---, IS SET IN THE TOP OF A 6 FOOT LONG
 AC9311'PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS 0.1 FOOT ABOVE THE SURFACE
 AC9311'OF THE GROUND.
 AC9311
 AC9311                          STATION RECOVERY (2003)
 AC9311
 AC9311'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS)
 AC9311'1.8 MILES SOUTH OF MONTGOMERY, 1.8 MILES NORTH ON TRUNK HIGHWAY 13
 AC9311'FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 99, 70 FEET
 AC9311'SOUTHEAST OF TRUNK HIGHWAY 13, 1 FOOT SOUTH OF WITNESS POST, AT TRUNK
 AC9311'HIGHWAY 13 MILEPOINT 57.1, 93.3 FEET NORTHEAST OF 18 INCH TWIN BOX
 AC9311'ELDER TREE, 1.0 FEET NORTHEAST OF FIBER OPTIC CABLE POST
 AC9311
 AC9311                          STATION RECOVERY (2004)
 AC9311
 AC9311'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9311'1.8 MILES SOUTH OF MONTGOMERY, 1.8 MILES NORTH ON TRUNK HIGHWAY 13
 AC9311'FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 99, AT TRUNK
 AC9311'HIGHWAY 13 MILEPOINT 57.1, 70 FEET SOUTHEAST OF TRUNK HIGHWAY 13,
 AC9311'93.3 FEET NORTHEAST OF 18 INCH TWIN BOX ELDER TREE, 1.0 FEET NORTHEAST
 AC9311'OF FIBER OPTIC CABLE POST, 1.0 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9334 ***********************************************************************
 AC9334  DESIGNATION -  4002 C
 AC9334  PID         -  AC9334
 AC9334  STATE/COUNTY-  MN/LE SUEUR
 AC9334  COUNTRY     -  US
 AC9334  USGS QUAD   -  MONTGOMERY (1966)
 AC9334
 AC9334                         *CURRENT SURVEY CONTROL
 AC9334  ______________________________________________________________________
 AC9334* NAD 83(2007) POSITION- 44 25 01.90706(N) 093 35 29.60961(W)   ADJUSTED  
 AC9334* NAD 83(2007) ELLIP HT-   298.235 (meters)        (02/10/07)   ADJUSTED
 AC9334* NAD 83(2007) EPOCH   -  2002.00
 AC9334* NAVD 88 ORTHO HEIGHT -   326.014  (meters)    1069.60  (feet) ADJUSTED  
 AC9334  ______________________________________________________________________
 AC9334  NAD 83(2007) X  -   -285,865.078 (meters)                     COMP
 AC9334  NAD 83(2007) Y  - -4,554,403.154 (meters)                     COMP
 AC9334  NAD 83(2007) Z  -  4,441,529.475 (meters)                     COMP
 AC9334  LAPLACE CORR    -          5.47  (seconds)                    DEFLEC09
 AC9334  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 AC9334  DYNAMIC HEIGHT  -        325.980 (meters)     1069.49  (feet) COMP
 AC9334  MODELED GRAVITY -    980,505.3   (mgal)                       NAVD 88
 AC9334
 AC9334  VERT ORDER      -  SECOND    CLASS I
 AC9334
 AC9334  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9334  Type                                         Horiz  Ellip  Dist(km)
 AC9334  -------------------------------------------------------------------
 AC9334  NETWORK                                       0.50   0.53
 AC9334  -------------------------------------------------------------------
 AC9334  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.32   0.33      2.26
 AC9334  -------------------------------------------------------------------
 AC9334  NOTE: Click here for information on individual local accuracy
 AC9334  values and other accuracy information.
 AC9334
 AC9334
 AC9334.The horizontal coordinates were established by GPS observations
 AC9334.and adjusted by the National Geodetic Survey in February 2007.
 AC9334
 AC9334.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9334.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9334
 AC9334.The horizontal coordinates are valid at the epoch date displayed above
 AC9334.which is a decimal equivalence of Year/Month/Day.
 AC9334
 AC9334.The orthometric height was determined by differential leveling and
 AC9334.adjusted in September 1997.
 AC9334
 AC9334.Photographs are available for this station.
 AC9334
 AC9334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9334
 AC9334.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9334
 AC9334.The ellipsoidal height was determined by GPS observations
 AC9334.and is referenced to NAD 83.
 AC9334
 AC9334.The dynamic height is computed by dividing the NAVD 88
 AC9334.geopotential number by the normal gravity value computed on the
 AC9334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9334.degrees latitude (g = 980.6199 gals.).
 AC9334
 AC9334.The modeled gravity was interpolated from observed gravity values.
 AC9334
 AC9334. The following values were computed from the NAD 83(2007) position.
 AC9334
 AC9334;                    North         East     Units Scale Factor Converg.
 AC9334;SPC MN S     -   257,547.704   832,526.500   MT  0.99992312   +0 17 10.6
 AC9334;SPC MN S     -   844,971.09  2,731,380.69   sFT  0.99992312   +0 17 10.6
 AC9334;UTM  15      - 4,918,381.779   452,905.923   MT  0.99962727   -0 24 50.5
 AC9334
 AC9334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9334!SPC MN S     -   0.99995324  x   0.99992312  =   0.99987636
 AC9334!UTM  15      -   0.99995324  x   0.99962727  =   0.99958053
 AC9334
 AC9334:                Primary Azimuth Mark                     Grid Az
 AC9334:SPC MN S     -  4002 B                                   217 33 42.3
 AC9334:UTM  15      -  4002 B                                   218 15 43.4
 AC9334
 AC9334|---------------------------------------------------------------------|
 AC9334| PID    Reference Object                     Distance      Geod. Az  |
 AC9334|                                                           dddmmss.s |
 AC9334| AC9311 4002 B                              APPROX. 1.1 KM 2175052.9 |
 AC9334|---------------------------------------------------------------------|
 AC9334
 AC9334                          SUPERSEDED SURVEY CONTROL
 AC9334
 AC9334  NAD 83(1996)-  44 25 01.90657(N)    093 35 29.60945(W) AD(       ) 1
 AC9334  ELLIP H (03/24/05)  298.297  (m)                       GP(       ) 3 1
 AC9334  NAVD 88 (03/24/05)  326.01   (m)         1069.6    (f) LEVELING    3  
 AC9334
 AC9334.Superseded values are not recommended for survey control.
 AC9334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9334.See file dsdata.txt to determine how the superseded data were derived.
 AC9334
 AC9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5290518381(NAD 83)
 AC9334
 AC9334_MARKER: DB = BENCH MARK DISK
 AC9334_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9334_STAMPING: 4002 C 1958
 AC9334_MARK LOGO: MNDT  
 AC9334_PROJECTION: RECESSED 30 CENTIMETERS
 AC9334_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9334+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AC9334
 AC9334  HISTORY     - Date     Condition        Report By
 AC9334  HISTORY     - 1958     MONUMENTED       MNDT
 AC9334  HISTORY     - 1989     GOOD             MNDT
 AC9334  HISTORY     - 20041006 GOOD             MNDT
 AC9334
 AC9334                          STATION DESCRIPTION
 AC9334
 AC9334'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9334'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AC9334'MONTGOMERY, 0.85 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION
 AC9334'WITH TRUNK HIGHWAY 21 SOUTH OF MONTGOMERY, AT MILEPOINT 57.8, AND IN
 AC9334'THE SE 1/4 OF SECTION 16, T111N, R23W.  THE MARK IS 70 FEET NORTHWEST
 AC9334'OF AND 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY 13 AND 0.5 FOOT SOUTH
 AC9334'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9334'STAMPED---4002 C 1958---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 AC9334'(MAGNETIC) CONCRETE MONUMENT AND IS BURIED 1.0 FOOT BELOW THE SURFACE
 AC9334'OF THE GROUND.
 AC9334
 AC9334                          STATION RECOVERY (2004)
 AC9334
 AC9334'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9334'1.1 MILES SOUTH OF MONTGOMERY, 0.9 MILES SOUTH ON TRUNK HIGHWAY 13
 AC9334'FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 21, AT TRUNK
 AC9334'HIGHWAY 13 MILEPOINT 57.8, 70 FEET NORTHWEST OF TRUNK HIGHWAY 13, 40.4
 AC9334'FEET NORTHEAST OF POWER POLE, 2.2 FT SOUTHEAST OF WITNESS POST, 0.5
 AC9334'FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9307 ***********************************************************************
 AC9307  DESIGNATION -  4002 D
 AC9307  PID         -  AC9307
 AC9307  STATE/COUNTY-  MN/LE SUEUR
 AC9307  COUNTRY     -  US
 AC9307  USGS QUAD   -  MONTGOMERY (1966)
 AC9307
 AC9307                         *CURRENT SURVEY CONTROL
 AC9307  ______________________________________________________________________
 AC9307* NAD 83(1986) POSITION- 44 25 42.5    (N) 093 35 07.5    (W)   HD_HELD2  
 AC9307* NAVD 88 ORTHO HEIGHT -   323.971  (meters)    1062.89  (feet) ADJUSTED  
 AC9307  ______________________________________________________________________
 AC9307  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 AC9307  DYNAMIC HEIGHT  -        323.940 (meters)     1062.79  (feet) COMP
 AC9307  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 AC9307
 AC9307  VERT ORDER      -  SECOND    CLASS I
 AC9307
 AC9307.The horizontal coordinates were established by autonomous hand held GPS
 AC9307.observations and have an estimated accuracy of +/- 10 meters.
 AC9307.
 AC9307.The orthometric height was determined by differential leveling and
 AC9307.adjusted in September 1997.
 AC9307
 AC9307.The dynamic height is computed by dividing the NAVD 88
 AC9307.geopotential number by the normal gravity value computed on the
 AC9307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9307.degrees latitude (g = 980.6199 gals.).
 AC9307
 AC9307.The modeled gravity was interpolated from observed gravity values.
 AC9307
 AC9307;                    North         East    Units  Estimated Accuracy
 AC9307;SPC MN S     -   258,803.      833,009.      MT  (+/- 10 meters HH2 GPS)
 AC9307
 AC9307                          SUPERSEDED SURVEY CONTROL
 AC9307
 AC9307.No superseded survey control is available for this station.
 AC9307
 AC9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5340319630(NAD 83)
 AC9307
 AC9307_MARKER: DD = SURVEY DISK
 AC9307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9307_STAMPING: 4002 D 1958
 AC9307_MARK LOGO: MNDT  
 AC9307_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9307
 AC9307  HISTORY     - Date     Condition        Report By
 AC9307  HISTORY     - 1958     MONUMENTED       MNDT
 AC9307  HISTORY     - 1989     GOOD             MNDT
 AC9307
 AC9307                          STATION DESCRIPTION
 AC9307
 AC9307'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9307'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CITY OF MONTGOMERY, AT
 AC9307'THE JUNCTION OF TRUNK HIGHWAYS 21 AND 13, AND IN THE SE 1/4 OF SECTION
 AC9307'9, T111N, R23W.  THE MARK IS 60.0 FEET WEST OF AND 2.0 FEET LOWER THAN
 AC9307'THE CENTERLINE OF TRUNK HIGHWAY 13 AT MILEPOINT 58.65, 57.5 FEET NORTH
 AC9307'OF THE CENTERLINE OF COUNTY ROAD 161, 121.3 FEET EAST-NORTHEAST OF A
 AC9307'POWER POLE, 106.5 FEET SOUTH OF A POWER POLE, AND 0.6 FOOT NORTHEAST
 AC9307'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9307'STAMPED---4002 D 1958---, IS SET IN THE TOP OF A 6 FOOT PRECAST
 AC9307'(MAGNETIC) CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE OF THE
 AC9307'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9303 ***********************************************************************
 AC9303  DESIGNATION -  4002 E
 AC9303  PID         -  AC9303
 AC9303  STATE/COUNTY-  MN/LE SUEUR
 AC9303  COUNTRY     -  US
 AC9303  USGS QUAD   -  MONTGOMERY (1966)
 AC9303
 AC9303                         *CURRENT SURVEY CONTROL
 AC9303  ______________________________________________________________________
 AC9303* NAD 83(1986) POSITION- 44 26 38.     (N) 093 35 05.     (W)   SCALED    
 AC9303* NAVD 88 ORTHO HEIGHT -   322.483  (meters)    1058.01  (feet) ADJUSTED  
 AC9303  ______________________________________________________________________
 AC9303  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 AC9303  DYNAMIC HEIGHT  -        322.453 (meters)     1057.91  (feet) COMP
 AC9303  MODELED GRAVITY -    980,515.6   (mgal)                       NAVD 88
 AC9303
 AC9303  VERT ORDER      -  SECOND    CLASS I
 AC9303
 AC9303.The horizontal coordinates were scaled from a topographic map and have
 AC9303.an estimated accuracy of +/- 6 seconds.
 AC9303.
 AC9303.The orthometric height was determined by differential leveling and
 AC9303.adjusted in September 1997.
 AC9303
 AC9303.Photographs are available for this station.
 AC9303
 AC9303.The dynamic height is computed by dividing the NAVD 88
 AC9303.geopotential number by the normal gravity value computed on the
 AC9303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9303.degrees latitude (g = 980.6199 gals.).
 AC9303
 AC9303.The modeled gravity was interpolated from observed gravity values.
 AC9303
 AC9303;                    North         East    Units  Estimated Accuracy
 AC9303;SPC MN S     -   260,520.      833,060.      MT  (+/- 180 meters Scaled)
 AC9303
 AC9303                          SUPERSEDED SURVEY CONTROL
 AC9303
 AC9303.No superseded survey control is available for this station.
 AC9303
 AC9303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK534213(NAD 83)
 AC9303
 AC9303_MARKER: DV = VERTICAL CONTROL DISK
 AC9303_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9303_STAMPING: 4002 E 1989
 AC9303_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9303
 AC9303  HISTORY     - Date     Condition        Report By
 AC9303  HISTORY     - 1989     MONUMENTED       MNDT
 AC9303  HISTORY     - 20041007 MARK NOT FOUND   MNDT
 AC9303
 AC9303                          STATION DESCRIPTION
 AC9303
 AC9303'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9303'THE MARK IS LOCATED AT THE NORTHWEST EDGE OF THE CITY OF MONTGOMERY,
 AC9303'1.05 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9303'HIGHWAY 21 SOUTH OF MONTGOMERY, AT MILEPOINT 59.8, AND IN THE SW 1/4
 AC9303'OF SECTION 3, T111N, R23W.  THE MARK IS 30.8 FEET EAST OF AND LEVEL
 AC9303'WITH THE CENTERLINE OF HIGHWAY 13, 10.0 FEET NORTH OF THE CENTER OF A
 AC9303'CEMETERY ENTRANCE, 23.0 FEET NORTH-NORTHWEST OF AN UNDERGROUND CABLE
 AC9303'MARKER POST, 0.6 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 AC9303'PILLAR, AND 52.7 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING.
 AC9303'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 AC9303'STAMPED---4002 E 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH
 AC9303'DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 AC9303'SURFACE OF THE GROUND.
 AC9303
 AC9303                          STATION RECOVERY (2004)
 AC9303
 AC9303'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9303'AT NORTHWEST EDGE OF MONTGOMERY, 1.05 MILES NORTH ON TRUNK HIGHWAY 13
 AC9303'FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 21, AT TRUNK
 AC9303'HIGHWAY 13 MILEPOINT 59.8, 30.8 FEET EAST OF TRUNK HIGHWAY 13, 52.7
 AC9303'FEET NORTHWEST OF NORTHWEST CORNER OF BUILDING, 10 FEET NORTH OF
 AC9303'CEMETERY ENTRANCE, 23.0 FEET NORTH-NORTHWEST OF UNDERGROUND CABLE
 AC9303'MARKER POST, 0.6 FEET SOUTHWEST OF SOUTHWEST CORNER OF BRICK PILLAR
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9302 ***********************************************************************
 AC9302  DESIGNATION -  4002 F
 AC9302  PID         -  AC9302
 AC9302  STATE/COUNTY-  MN/LE SUEUR
 AC9302  COUNTRY     -  US
 AC9302  USGS QUAD   -  MONTGOMERY (1966)
 AC9302
 AC9302                         *CURRENT SURVEY CONTROL
 AC9302  ______________________________________________________________________
 AC9302* NAD 83(1986) POSITION- 44 27 25.     (N) 093 35 12.     (W)   SCALED    
 AC9302* NAVD 88 ORTHO HEIGHT -   319.968  (meters)    1049.76  (feet) ADJUSTED  
 AC9302  ______________________________________________________________________
 AC9302  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 AC9302  DYNAMIC HEIGHT  -        319.939 (meters)     1049.67  (feet) COMP
 AC9302  MODELED GRAVITY -    980,517.5   (mgal)                       NAVD 88
 AC9302
 AC9302  VERT ORDER      -  SECOND    CLASS I
 AC9302
 AC9302.The horizontal coordinates were scaled from a topographic map and have
 AC9302.an estimated accuracy of +/- 6 seconds.
 AC9302.
 AC9302.The orthometric height was determined by differential leveling and
 AC9302.adjusted in September 1997.
 AC9302
 AC9302.Photographs are available for this station.
 AC9302
 AC9302.The dynamic height is computed by dividing the NAVD 88
 AC9302.geopotential number by the normal gravity value computed on the
 AC9302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9302.degrees latitude (g = 980.6199 gals.).
 AC9302
 AC9302.The modeled gravity was interpolated from observed gravity values.
 AC9302
 AC9302;                    North         East    Units  Estimated Accuracy
 AC9302;SPC MN S     -   261,970.      832,890.      MT  (+/- 180 meters Scaled)
 AC9302
 AC9302                          SUPERSEDED SURVEY CONTROL
 AC9302
 AC9302.No superseded survey control is available for this station.
 AC9302
 AC9302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK533227(NAD 83)
 AC9302
 AC9302_MARKER: DV = VERTICAL CONTROL DISK
 AC9302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9302_STAMPING: 4002 F 1989
 AC9302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9302
 AC9302  HISTORY     - Date     Condition        Report By
 AC9302  HISTORY     - 1989     MONUMENTED       MNDT
 AC9302
 AC9302                          STATION DESCRIPTION
 AC9302
 AC9302'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9302'THE MARK IS LOCATED ABOUT 1 MILE NORTH-NORTHWEST OF THE CITY OF
 AC9302'MONTGOMERY, 2.05 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION
 AC9302'WITH TRUNK HIGHWAY 21 SOUTH OF MONTGOMERY, ON HIGHWAY 13 RIGHT-OF-WAY
 AC9302'AT MILEPOINT 60.7, AND IN THE NE 1/4 OF SECTION 4, T111N, R23W.  THE
 AC9302'MARK IS 28.0 FEET SOUTH OF THE CENTER OF COUNTY ROAD 142, 36.2 FEET
 AC9302'EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 1.6 FEET NORTH
 AC9302'OF A POWER POLE, 52.5 FEET SOUTH-SOUTHWEST OF A POWER POLE, 1.5 FEET
 AC9302'WEST OF A STEEL WITNESS POST, AND 2.0 FEET HIGHER THAN THE CENTERLINE
 AC9302'OF HIGHWAY 13.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AC9302'MONUMENT DISK STAMPED---4002 F 1989---, IS FORCED ONTO THE TOP OF A
 AC9302'DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS 0.1
 AC9302'FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9301 ***********************************************************************
 AC9301  DESIGNATION -  4002 G
 AC9301  PID         -  AC9301
 AC9301  STATE/COUNTY-  MN/LE SUEUR
 AC9301  COUNTRY     -  US
 AC9301  USGS QUAD   -  MONTGOMERY (1966)
 AC9301
 AC9301                         *CURRENT SURVEY CONTROL
 AC9301  ______________________________________________________________________
 AC9301* NAD 83(2007) POSITION- 44 27 55.51751(N) 093 35 06.15298(W)   ADJUSTED  
 AC9301* NAD 83(2007) ELLIP HT-   288.527 (meters)        (02/10/07)   ADJUSTED
 AC9301* NAD 83(2007) EPOCH   -  2002.00
 AC9301* NAVD 88 ORTHO HEIGHT -   316.108  (meters)    1037.10  (feet) ADJUSTED  
 AC9301  ______________________________________________________________________
 AC9301  NAD 83(2007) X  -   -285,112.080 (meters)                     COMP
 AC9301  NAD 83(2007) Y  - -4,550,683.758 (meters)                     COMP
 AC9301  NAD 83(2007) Z  -  4,445,348.878 (meters)                     COMP
 AC9301  LAPLACE CORR    -          3.93  (seconds)                    DEFLEC09
 AC9301  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 AC9301  DYNAMIC HEIGHT  -        316.080 (meters)     1037.01  (feet) COMP
 AC9301  MODELED GRAVITY -    980,519.5   (mgal)                       NAVD 88
 AC9301
 AC9301  VERT ORDER      -  SECOND    CLASS I
 AC9301
 AC9301  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9301  Type                                         Horiz  Ellip  Dist(km)
 AC9301  -------------------------------------------------------------------
 AC9301  NETWORK                                       0.46   0.53
 AC9301  -------------------------------------------------------------------
 AC9301  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.24   0.25      3.50
 AC9301  -------------------------------------------------------------------
 AC9301  NOTE: Click here for information on individual local accuracy
 AC9301  values and other accuracy information.
 AC9301
 AC9301
 AC9301.The horizontal coordinates were established by GPS observations
 AC9301.and adjusted by the National Geodetic Survey in February 2007.
 AC9301
 AC9301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9301.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9301
 AC9301.The horizontal coordinates are valid at the epoch date displayed above
 AC9301.which is a decimal equivalence of Year/Month/Day.
 AC9301
 AC9301.The orthometric height was determined by differential leveling and
 AC9301.adjusted in September 1997.
 AC9301
 AC9301.Photographs are available for this station.
 AC9301
 AC9301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9301
 AC9301.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9301
 AC9301.The ellipsoidal height was determined by GPS observations
 AC9301.and is referenced to NAD 83.
 AC9301
 AC9301.The dynamic height is computed by dividing the NAVD 88
 AC9301.geopotential number by the normal gravity value computed on the
 AC9301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9301.degrees latitude (g = 980.6199 gals.).
 AC9301
 AC9301.The modeled gravity was interpolated from observed gravity values.
 AC9301
 AC9301. The following values were computed from the NAD 83(2007) position.
 AC9301
 AC9301;                    North         East     Units Scale Factor Converg.
 AC9301;SPC MN S     -   262,908.651   833,018.178   MT  0.99992224   +0 17 27.1
 AC9301;SPC MN S     -   862,559.47  2,732,993.81   sFT  0.99992224   +0 17 27.1
 AC9301;UTM  15      - 4,923,734.731   453,462.941   MT  0.99962663   -0 24 35.3
 AC9301
 AC9301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9301!SPC MN S     -   0.99995476  x   0.99992224  =   0.99987701
 AC9301!UTM  15      -   0.99995476  x   0.99962663  =   0.99958141
 AC9301
 AC9301                          SUPERSEDED SURVEY CONTROL
 AC9301
 AC9301  NAD 83(1996)-  44 27 55.51703(N)    093 35 06.15253(W) AD(       ) 1
 AC9301  ELLIP H (03/24/05)  288.584  (m)                       GP(       ) 3 1
 AC9301  NAVD 88 (03/24/05)  316.11   (m)         1037.1    (f) LEVELING    3  
 AC9301
 AC9301.Superseded values are not recommended for survey control.
 AC9301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9301.See file dsdata.txt to determine how the superseded data were derived.
 AC9301
 AC9301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5346223734(NAD 83)
 AC9301
 AC9301_MARKER: DV = VERTICAL CONTROL DISK
 AC9301_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9301_STAMPING: 4002 G 1989
 AC9301_MARK LOGO: MNDT  
 AC9301_PROJECTION: FLUSH
 AC9301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9301+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AC9301_ROD/PIPE-DEPTH:  7.6 meters
 AC9301
 AC9301  HISTORY     - Date     Condition        Report By
 AC9301  HISTORY     - 1989     MONUMENTED       MNDT
 AC9301  HISTORY     - 20041006 GOOD             MNDT
 AC9301
 AC9301                          STATION DESCRIPTION
 AC9301
 AC9301'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9301'THE MARK IS LOCATED ABOUT 1-1/2 MILES NORTH OF THE CITY OF MONTGOMERY,
 AC9301'3.65 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9301'HIGHWAY 21 SOUTH OF MONTGOMERY, ON HIGHWAY 13 RIGHT-OF-WAY AT
 AC9301'MILEPOINT 61.3, AND IN THE NW 1/4 OF SECTION 34, T112N, R23W.  THE
 AC9301'MARK IS 100.7 FEET EAST OF AND 3.0 FEET LOWER THAN THE CENTERLINE OF
 AC9301'HIGHWAY 13, 20.8 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 AC9301'53.5 FEET SOUTHWEST OF A WOODEN UNDERGROUND CABLE MARKER POST, AND 1.7
 AC9301'FEET NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 AC9301'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4002 G 1989---, IS SET
 AC9301'ON THE TOP OF A 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY
 AC9301'DRIVEN ROD THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
 AC9301
 AC9301                          STATION RECOVERY (2004)
 AC9301
 AC9301'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9301'1.5 MILES NORTH OF MONTGOMERY, 3.65 MILES NORTH ON TRUNK HIGHWAY 13
 AC9301'FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 21, AT TRUNK
 AC9301'HIGHWAY 13 MILEPOINT 61.3, 100.7 FEET EAST OF TRUNK HIGHWAY 13, ABOUT
 AC9301'200 FT SOUTH OF ENTRANCE TO GIFT SHOP ENTRANCE TO WEST, 20.8 FEET WEST
 AC9301'OF WEST RAIL OF RAILROAD TRACKS, 52.5 FEET SOUTHWEST OF WOOD
 AC9301'UNDERGROUND CABLE MARKER POST, 1.7 FEET NORTH-NORTHEAST OF WITNESS
 AC9301'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9332 ***********************************************************************
 AC9332  DESIGNATION -  4002 H
 AC9332  PID         -  AC9332
 AC9332  STATE/COUNTY-  MN/LE SUEUR
 AC9332  COUNTRY     -  US
 AC9332  USGS QUAD   -  MONTGOMERY (1966)
 AC9332
 AC9332                         *CURRENT SURVEY CONTROL
 AC9332  ______________________________________________________________________
 AC9332* NAD 83(1986) POSITION- 44 28 49.     (N) 093 34 58.     (W)   SCALED    
 AC9332* NAVD 88 ORTHO HEIGHT -   314.828  (meters)    1032.90  (feet) ADJUSTED  
 AC9332  ______________________________________________________________________
 AC9332  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 AC9332  DYNAMIC HEIGHT  -        314.801 (meters)     1032.81  (feet) COMP
 AC9332  MODELED GRAVITY -    980,522.7   (mgal)                       NAVD 88
 AC9332
 AC9332  VERT ORDER      -  SECOND    CLASS I
 AC9332
 AC9332.The horizontal coordinates were scaled from a topographic map and have
 AC9332.an estimated accuracy of +/- 6 seconds.
 AC9332.
 AC9332.The orthometric height was determined by differential leveling and
 AC9332.adjusted in September 1997.
 AC9332
 AC9332.Photographs are available for this station.
 AC9332
 AC9332.The dynamic height is computed by dividing the NAVD 88
 AC9332.geopotential number by the normal gravity value computed on the
 AC9332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9332.degrees latitude (g = 980.6199 gals.).
 AC9332
 AC9332.The modeled gravity was interpolated from observed gravity values.
 AC9332
 AC9332;                    North         East    Units  Estimated Accuracy
 AC9332;SPC MN S     -   264,560.      833,190.      MT  (+/- 180 meters Scaled)
 AC9332
 AC9332                          SUPERSEDED SURVEY CONTROL
 AC9332
 AC9332.No superseded survey control is available for this station.
 AC9332
 AC9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK536253(NAD 83)
 AC9332
 AC9332_MARKER: DV = VERTICAL CONTROL DISK
 AC9332_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9332_STAMPING: 4002 H 1989
 AC9332_MARK LOGO: MNDT  
 AC9332_PROJECTION: FLUSH
 AC9332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9332+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AC9332_ROD/PIPE-DEPTH:  9.1 meters
 AC9332
 AC9332  HISTORY     - Date     Condition        Report By
 AC9332  HISTORY     - 1989     MONUMENTED       MNDT
 AC9332  HISTORY     - 20041007 GOOD             MNDT
 AC9332
 AC9332                          STATION DESCRIPTION
 AC9332
 AC9332'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9332'THE MARK IS LOCATED ABOUT 3 MILES NORTH OF THE CITY OF MONTGOMERY,
 AC9332'3.65 MILES NORTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9332'HIGHWAY 21 SOUTH OF MONTGOMERY, AT MILEPOINT 62.3, AND IN THE NW 1/4
 AC9332'OF SECTION 27, T112N, R23W.  THE MARK IS 143.0 FEET EAST-NORTHEAST OF
 AC9332'AND LEVEL WITH THE CENTERLINE OF HIGHWAY 13, 52.8 FEET NORTH OF THE
 AC9332'CENTER OF A FARM DRIVE, 2.2 FEET WEST-NORTHWEST OF A POWER POLE AND
 AC9332'1.1 FEET SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 AC9332'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4002 H
 AC9332'1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 30
 AC9332'FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE SURFACE OF THE
 AC9332'GROUND.
 AC9332
 AC9332                          STATION RECOVERY (2004)
 AC9332
 AC9332'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9332'3 MILES NORTH OF MONTGROMERY, 4.65 MILES NORTH ON TRUNK HIGHWAY 13
 AC9332'FROM JUNCTION OF TRUNK HIGHWAY 13 AND TRUNK HIGHWAY 21, AT TRUNK
 AC9332'HIGHWAY 13 MILEPOINT 62.3, 143.0 FEET EAST-NORTHEAST OF TRUNK HIGHWAY
 AC9332'13, 52.8 FEET NORTH OF FARM DRIVE, 2.2 FEET WEST-NORTHWEST OF POWER
 AC9332'POLE, 1.1 FEET SOUTH-SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9296 ***********************************************************************
 AC9296  DESIGNATION -  4002 J
 AC9296  PID         -  AC9296
 AC9296  STATE/COUNTY-  MN/LE SUEUR
 AC9296  COUNTRY     -  US
 AC9296  USGS QUAD   -  MONTGOMERY (1966)
 AC9296
 AC9296                         *CURRENT SURVEY CONTROL
 AC9296  ______________________________________________________________________
 AC9296* NAD 83(2007) POSITION- 44 29 37.63639(N) 093 35 08.45930(W)   ADJUSTED  
 AC9296* NAD 83(2007) ELLIP HT-   290.861 (meters)        (02/10/07)   ADJUSTED
 AC9296* NAD 83(2007) EPOCH   -  2002.00
 AC9296* NAVD 88 ORTHO HEIGHT -   318.333  (meters)    1044.40  (feet) ADJUSTED  
 AC9296  ______________________________________________________________________
 AC9296  NAD 83(2007) X  -   -285,024.936 (meters)                     COMP
 AC9296  NAD 83(2007) Y  - -4,548,477.909 (meters)                     COMP
 AC9296  NAD 83(2007) Z  -  4,447,599.650 (meters)                     COMP
 AC9296  LAPLACE CORR    -          3.65  (seconds)                    DEFLEC09
 AC9296  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 AC9296  DYNAMIC HEIGHT  -        318.307 (meters)     1044.31  (feet) COMP
 AC9296  MODELED GRAVITY -    980,525.5   (mgal)                       NAVD 88
 AC9296
 AC9296  VERT ORDER      -  SECOND    CLASS I
 AC9296
 AC9296  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9296  Type                                         Horiz  Ellip  Dist(km)
 AC9296  -------------------------------------------------------------------
 AC9296  NETWORK                                       0.60   0.63
 AC9296  -------------------------------------------------------------------
 AC9296  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.53   0.49      3.54
 AC9296  -------------------------------------------------------------------
 AC9296  NOTE: Click here for information on individual local accuracy
 AC9296  values and other accuracy information.
 AC9296
 AC9296
 AC9296.The horizontal coordinates were established by GPS observations
 AC9296.and adjusted by the National Geodetic Survey in February 2007.
 AC9296
 AC9296.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9296.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9296
 AC9296.The horizontal coordinates are valid at the epoch date displayed above
 AC9296.which is a decimal equivalence of Year/Month/Day.
 AC9296
 AC9296.The orthometric height was determined by differential leveling and
 AC9296.adjusted in September 1997.
 AC9296
 AC9296.Photographs are available for this station.
 AC9296
 AC9296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9296
 AC9296.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9296
 AC9296.The ellipsoidal height was determined by GPS observations
 AC9296.and is referenced to NAD 83.
 AC9296
 AC9296.The dynamic height is computed by dividing the NAVD 88
 AC9296.geopotential number by the normal gravity value computed on the
 AC9296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9296.degrees latitude (g = 980.6199 gals.).
 AC9296
 AC9296.The modeled gravity was interpolated from observed gravity values.
 AC9296
 AC9296. The following values were computed from the NAD 83(2007) position.
 AC9296
 AC9296;                    North         East     Units Scale Factor Converg.
 AC9296;SPC MN S     -   266,060.222   832,951.227   MT  0.99992205   +0 17 25.5
 AC9296;SPC MN S     -   872,899.25  2,732,774.15   sFT  0.99992205   +0 17 25.5
 AC9296;UTM  15      - 4,926,885.953   453,434.549   MT  0.99962667   -0 24 37.7
 AC9296
 AC9296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9296!SPC MN S     -   0.99995440  x   0.99992205  =   0.99987645
 AC9296!UTM  15      -   0.99995440  x   0.99962667  =   0.99958108
 AC9296
 AC9296                          SUPERSEDED SURVEY CONTROL
 AC9296
 AC9296  NAD 83(1996)-  44 29 37.63582(N)    093 35 08.45880(W) AD(       ) 1
 AC9296  ELLIP H (03/24/05)  290.901  (m)                       GP(       ) 3 1
 AC9296  NAVD 88 (03/24/05)  318.33   (m)         1044.4    (f) LEVELING    3  
 AC9296
 AC9296.Superseded values are not recommended for survey control.
 AC9296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9296.See file dsdata.txt to determine how the superseded data were derived.
 AC9296
 AC9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5343426885(NAD 83)
 AC9296
 AC9296_MARKER: DV = VERTICAL CONTROL DISK
 AC9296_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9296_STAMPING: 4002 J 1989
 AC9296_MARK LOGO: MNDT  
 AC9296_PROJECTION: FLUSH
 AC9296_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9296+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 AC9296_ROD/PIPE-DEPTH:  7.6 meters
 AC9296
 AC9296  HISTORY     - Date     Condition        Report By
 AC9296  HISTORY     - 1989     MONUMENTED       MNDT
 AC9296  HISTORY     - 20031023 GOOD             MNDT
 AC9296  HISTORY     - 20041006 GOOD             MNDT
 AC9296
 AC9296                          STATION DESCRIPTION
 AC9296
 AC9296'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9296'THE MARK IS LOCATED ABOUT 4 MILES NORTH OF THE CITY OF MONTGOMERY,
 AC9296'3.45 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9296'HIGHWAY 19 IN NEW PRAGUE, 69.5 FEET WEST OF THE CENTERLINE OF TRUNK
 AC9296'HIGHWAY 13 AT MILEPOINT 63.6, 120.5 FEET NORTH OF THE CENTER OF AN
 AC9296'ENTRANCE, 54.5 FEET SOUTH OF THE CENTER OF AN ENTRANCE, 1.8 FEET
 AC9296'NORTHEAST OF A TRANSFORMER POLE, 1.7 FEET WEST OF A STEEL WITNESS
 AC9296'POST, 2.0 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 13, AND IN
 AC9296'THE NE 1/4 OF SECTION 21, T112N, R23W.  THE MARK, A STANDARD MAGNETIC
 AC9296'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4002 J 1989---, IS
 AC9296'FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG
 AC9296'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC9296
 AC9296                          STATION RECOVERY (2003)
 AC9296
 AC9296'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MJS)
 AC9296'3.45 MILES SOUTH ON TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13
 AC9296'AND TRUNK HIGHWAY 19 AT NEW PRAGUE, AT TRUNK HIGHWAY 13 MILEPOINT
 AC9296'63.3, 69.5 FEET WEST OF TRUNK HIGHWAY 13, 127.0 FEET NORTH OF
 AC9296'ENTRANCE, 54.5 FEET SOUTH OF ENTRANCE, 1.8 FEET WEST OF TRANSFORMER
 AC9296'POLE, 1.7 FEET WEST OF WITNESS POST
 AC9296
 AC9296                          STATION RECOVERY (2004)
 AC9296
 AC9296'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9296'THE MARK IS LOCATED ABOUT 4 MILES NORTH OF THE CITY OF MONTGOMERY,
 AC9296'3.45 MILES SOUTH ON TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13
 AC9296'AND TRUNK HIGHWAY 19 AT NEW PRAGUE, AT TRUNK HIGHWAY 13 MILEPOINT
 AC9296'63.3, 69.5 FEET WEST OF TRUNK HIGHWAY 13, 127.0 FEET NORTH OF
 AC9296'ENTRANCE, 54.5 FEET SOUTH OF ENTRANCE, 1.8 FEET EAST OF TRANSFORMER
 AC9296'POLE, 1.7 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9295 ***********************************************************************
 AC9295  DESIGNATION -  4002 K
 AC9295  PID         -  AC9295
 AC9295  STATE/COUNTY-  MN/LE SUEUR
 AC9295  COUNTRY     -  US
 AC9295  USGS QUAD   -  NEW PRAGUE (1981)
 AC9295
 AC9295                         *CURRENT SURVEY CONTROL
 AC9295  ______________________________________________________________________
 AC9295* NAD 83(1986) POSITION- 44 30 24.2    (N) 093 35 07.1    (W)   HD_HELD2  
 AC9295* NAVD 88 ORTHO HEIGHT -   311.289  (meters)    1021.29  (feet) ADJUSTED  
 AC9295  ______________________________________________________________________
 AC9295  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 AC9295  DYNAMIC HEIGHT  -        311.264 (meters)     1021.21  (feet) COMP
 AC9295  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 AC9295
 AC9295  VERT ORDER      -  SECOND    CLASS I
 AC9295
 AC9295.The horizontal coordinates were established by autonomous hand held GPS
 AC9295.observations and have an estimated accuracy of +/- 10 meters.
 AC9295.
 AC9295.The orthometric height was determined by differential leveling and
 AC9295.adjusted in September 1997.
 AC9295
 AC9295.Photographs are available for this station.
 AC9295
 AC9295.The dynamic height is computed by dividing the NAVD 88
 AC9295.geopotential number by the normal gravity value computed on the
 AC9295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9295.degrees latitude (g = 980.6199 gals.).
 AC9295
 AC9295.The modeled gravity was interpolated from observed gravity values.
 AC9295
 AC9295;                    North         East    Units  Estimated Accuracy
 AC9295;SPC MN S     -   267,498.      832,974.      MT  (+/- 10 meters HH2 GPS)
 AC9295
 AC9295                          SUPERSEDED SURVEY CONTROL
 AC9295
 AC9295.No superseded survey control is available for this station.
 AC9295
 AC9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5347428322(NAD 83)
 AC9295
 AC9295_MARKER: DV = VERTICAL CONTROL DISK
 AC9295_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9295_STAMPING: 4002 K 1989
 AC9295_MARK LOGO: MNDT  
 AC9295_PROJECTION: FLUSH
 AC9295_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9295+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 AC9295_ROD/PIPE-DEPTH:  7.6 meters
 AC9295
 AC9295  HISTORY     - Date     Condition        Report By
 AC9295  HISTORY     - 1989     MONUMENTED       MNDT
 AC9295  HISTORY     - 20041006 GOOD             MNDT
 AC9295  HISTORY     - 20051020 GOOD             MNDT
 AC9295
 AC9295                          STATION DESCRIPTION
 AC9295
 AC9295'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9295'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE CITY OF NEW PRAGUE,
 AC9295'2.55 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9295'HIGHWAY 19, 78.0 FEET EAST OF AND ABOUT 4 FEET BELOW THE CENTERLINE OF
 AC9295'TRUNK HIGHWAY 13, 2.0 FEET NORTHWEST OF A POWER POLE, 56.6 FEET EAST
 AC9295'OF A MAILBOX POST, 1.5 FEET SOUTHWEST OF A STEEL WITNESS POST, AT
 AC9295'TRUNK HIGHWAY 13 MILEPOINT 64.15 AND IN THE SW 1/4 OF SECTION 15,
 AC9295'T112N, R23W.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 AC9295'MONUMENT DISK STAMPED---4002 K 1989---, IS FORCED ONTO THE TOP OF A
 AC9295'DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ALLOY ROD AND IS
 AC9295'FLUSH WITH THE SURFACE OF THE GROUND.
 AC9295
 AC9295                          STATION RECOVERY (2004)
 AC9295
 AC9295'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (GJF)
 AC9295'THE MARK IS LOCATED ABOUT 3 MILES SOUTH OF THE CITY OF NEW PRAGUE,
 AC9295'2.55 MILES SOUTH ON TRUNK HIGHWAY 13 FROM JUNCTION OF TRUNK HIGHWAY 13
 AC9295'AND TRUNK HIGHWAY 19 AT NEW PRAGUE, AT TRUNK HIGHWAY 13 MILEPOINT
 AC9295'64.15, 78.0 FEET EAST OF TRUNK HIGHWAY 13, 2.0 FEET NORTHWEST OF POWER
 AC9295'POLE, 56.6 FEET EAST OF MAILBOX POST, 1.5 FEET SOUTHWEST OF WITNESS
 AC9295'POST
 AC9295
 AC9295                          STATION RECOVERY (2005)
 AC9295
 AC9295'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AC9295'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9291 ***********************************************************************
 AC9291  DESIGNATION -  4002 L
 AC9291  PID         -  AC9291
 AC9291  STATE/COUNTY-  MN/LE SUEUR
 AC9291  COUNTRY     -  US
 AC9291  USGS QUAD   -  NEW PRAGUE (1981)
 AC9291
 AC9291                         *CURRENT SURVEY CONTROL
 AC9291  ______________________________________________________________________
 AC9291* NAD 83(1986) POSITION- 44 31 39.     (N) 093 35 10.     (W)   SCALED    
 AC9291* NAVD 88 ORTHO HEIGHT -   316.652  (meters)    1038.88  (feet) ADJUSTED  
 AC9291  ______________________________________________________________________
 AC9291  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AC9291  DYNAMIC HEIGHT  -        316.628 (meters)     1038.80  (feet) COMP
 AC9291  MODELED GRAVITY -    980,534.0   (mgal)                       NAVD 88
 AC9291
 AC9291  VERT ORDER      -  SECOND    CLASS I
 AC9291
 AC9291.The horizontal coordinates were scaled from a topographic map and have
 AC9291.an estimated accuracy of +/- 6 seconds.
 AC9291.
 AC9291.The orthometric height was determined by differential leveling and
 AC9291.adjusted in September 1997.
 AC9291
 AC9291.The dynamic height is computed by dividing the NAVD 88
 AC9291.geopotential number by the normal gravity value computed on the
 AC9291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9291.degrees latitude (g = 980.6199 gals.).
 AC9291
 AC9291.The modeled gravity was interpolated from observed gravity values.
 AC9291
 AC9291;                    North         East    Units  Estimated Accuracy
 AC9291;SPC MN S     -   269,810.      832,900.      MT  (+/- 180 meters Scaled)
 AC9291
 AC9291                          SUPERSEDED SURVEY CONTROL
 AC9291
 AC9291.No superseded survey control is available for this station.
 AC9291
 AC9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK534306(NAD 83)
 AC9291
 AC9291_MARKER: DD = SURVEY DISK
 AC9291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9291_STAMPING: 4002 L 1989
 AC9291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9291
 AC9291  HISTORY     - Date     Condition        Report By
 AC9291  HISTORY     - 1989     MONUMENTED       MNDT
 AC9291
 AC9291                          STATION DESCRIPTION
 AC9291
 AC9291'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9291'THE MARK IS LOCATED ABOUT 1-1/4 MILES SOUTH OF THE CITY OF NEW PRAGUE,
 AC9291'1.15 MILES SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9291'HIGHWAY 19 IN NEW PRAGUE, ON HIGHWAY 13 RIGHT-OF-WAY AT MILEPOINT
 AC9291'65.6. THE MARK IS 69.5 FEET WEST OF AND ABOUT LEVEL WITH THE
 AC9291'CENTERLINE OF TRUNK HIGHWAY 13, 2.0 FEET EAST OF A POWER POLE AND 0.6
 AC9291'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC
 AC9291'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4002 L 1989---, IS SET
 AC9291'ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM
 AC9291'ALLOY ROD THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9290 ***********************************************************************
 AC9290  DESIGNATION -  4002 M
 AC9290  PID         -  AC9290
 AC9290  STATE/COUNTY-  MN/LE SUEUR
 AC9290  COUNTRY     -  US
 AC9290  USGS QUAD   -  NEW PRAGUE (1981)
 AC9290
 AC9290                         *CURRENT SURVEY CONTROL
 AC9290  ______________________________________________________________________
 AC9290* NAD 83(1986) POSITION- 44 32 14.     (N) 093 35 08.     (W)   SCALED    
 AC9290* NAVD 88 ORTHO HEIGHT -   297.206  (meters)     975.08  (feet) ADJUSTED  
 AC9290  ______________________________________________________________________
 AC9290  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AC9290  DYNAMIC HEIGHT  -        297.185 (meters)      975.01  (feet) COMP
 AC9290  MODELED GRAVITY -    980,537.5   (mgal)                       NAVD 88
 AC9290
 AC9290  VERT ORDER      -  SECOND    CLASS I
 AC9290
 AC9290.The horizontal coordinates were scaled from a topographic map and have
 AC9290.an estimated accuracy of +/- 6 seconds.
 AC9290.
 AC9290.The orthometric height was determined by differential leveling and
 AC9290.adjusted in September 1997.
 AC9290
 AC9290.Photographs are available for this station.
 AC9290
 AC9290.The dynamic height is computed by dividing the NAVD 88
 AC9290.geopotential number by the normal gravity value computed on the
 AC9290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9290.degrees latitude (g = 980.6199 gals.).
 AC9290
 AC9290.The modeled gravity was interpolated from observed gravity values.
 AC9290
 AC9290;                    North         East    Units  Estimated Accuracy
 AC9290;SPC MN S     -   270,890.      832,940.      MT  (+/- 180 meters Scaled)
 AC9290
 AC9290                          SUPERSEDED SURVEY CONTROL
 AC9290
 AC9290.No superseded survey control is available for this station.
 AC9290
 AC9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK534317(NAD 83)
 AC9290
 AC9290_MARKER: DD = SURVEY DISK
 AC9290_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC9290_STAMPING: 4002 M 1989
 AC9290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9290
 AC9290  HISTORY     - Date     Condition        Report By
 AC9290  HISTORY     - 1989     MONUMENTED       MNDT
 AC9290
 AC9290                          STATION DESCRIPTION
 AC9290
 AC9290'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9290'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CITY OF NEW PRAGUE,
 AC9290'0.45 MILE SOUTH ALONG TRUNK HIGHWAY 13 FROM ITS JUNCTION WITH TRUNK
 AC9290'HIGHWAY 19 IN NEW PRAGUE, ON HIGHWAY 13 RIGHT-OF-WAY AT MILEPOINT 66.3
 AC9290'AND IN THE NW 1/4 OF SECTION 3, T112N, R23W.  THE MARK IS 71.5 FEET
 AC9290'WEST-NORTHWEST OF AND ABOUT 1.5 FEET LOWER THAN THE CENTERLINE OF
 AC9290'HIGHWAY 13, 28.5 FEET SOUTH-SOUTHWEST OF A STREET SIGN POST (CHEVROLET
 AC9290'DRIVE AND BEL AIR COURT), 41.3 FEET SOUTH OF THE CENTER OF A GRAVEL
 AC9290'ENTRANCE TO A USED CAR LOT, 104.0 FEET NORTH-NORTHEAST OF A TELEPHONE
 AC9290'CABLE POLE AND 0.7 FOOT NORTHEAST OF A STEEL WITNESS POST.  THE MARK,
 AC9290'A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4002
 AC9290'M 1989---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 25
 AC9290'FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE SURFACE
 AC9290'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9335 ***********************************************************************
 AC9335  DESIGNATION -  4002 N
 AC9335  PID         -  AC9335
 AC9335  STATE/COUNTY-  MN/LE SUEUR
 AC9335  COUNTRY     -  US
 AC9335  USGS QUAD   -  MONTGOMERY (1966)
 AC9335
 AC9335                         *CURRENT SURVEY CONTROL
 AC9335  ______________________________________________________________________
 AC9335* NAD 83(1986) POSITION- 44 26 27.     (N) 093 34 56.     (W)   SCALED    
 AC9335* NAVD 88 ORTHO HEIGHT -   331.099  (meters)    1086.28  (feet) ADJUSTED  
 AC9335  ______________________________________________________________________
 AC9335  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 AC9335  DYNAMIC HEIGHT  -        331.068 (meters)     1086.18  (feet) COMP
 AC9335  MODELED GRAVITY -    980,515.2   (mgal)                       NAVD 88
 AC9335
 AC9335  VERT ORDER      -  SECOND    CLASS I
 AC9335
 AC9335.The horizontal coordinates were scaled from a topographic map and have
 AC9335.an estimated accuracy of +/- 6 seconds.
 AC9335.
 AC9335.The orthometric height was determined by differential leveling and
 AC9335.adjusted in September 1997.
 AC9335
 AC9335.The dynamic height is computed by dividing the NAVD 88
 AC9335.geopotential number by the normal gravity value computed on the
 AC9335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9335.degrees latitude (g = 980.6199 gals.).
 AC9335
 AC9335.The modeled gravity was interpolated from observed gravity values.
 AC9335
 AC9335;                    North         East    Units  Estimated Accuracy
 AC9335;SPC MN S     -   260,180.      833,260.      MT  (+/- 180 meters Scaled)
 AC9335
 AC9335                          SUPERSEDED SURVEY CONTROL
 AC9335
 AC9335.No superseded survey control is available for this station.
 AC9335
 AC9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK536210(NAD 83)
 AC9335
 AC9335_MARKER: DD = SURVEY DISK
 AC9335_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9335_STAMPING: 4002 N 1989
 AC9335_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9335
 AC9335  HISTORY     - Date     Condition        Report By
 AC9335  HISTORY     - 1989     MONUMENTED       MNDT
 AC9335
 AC9335                          STATION DESCRIPTION
 AC9335
 AC9335'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9335'THE MARK IS LOCATED IN THE NORTHWEST PART OF THE CITY OF MONTGOMERY,
 AC9335'IN THE NW 1/4 OF SECTION 10, T111N, R23W, AND AT THE CITY WATER TANK.
 AC9335'THE MARK IS 89.5 FEET EAST OF THE CENTERLINE OF SECOND STREET
 AC9335'NORTHWEST, 117.0 FEET SOUTH OF THE CENTERLINE OF FIR AVENUE NORTHWEST
 AC9335'AND 73.5 FEET EAST-SOUTHEAST OF A POWER POLE.  THE MARK, A STANDARD
 AC9335'MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4002 N 1989---,
 AC9335'IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE FOOTING FOR THE
 AC9335'SOUTHEAST LEG OF THE WATER TANK AND PROJECTS 0.4 FOOT ABOVE THE
 AC9335'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9336 ***********************************************************************
 AC9336  DESIGNATION -  4002 P
 AC9336  PID         -  AC9336
 AC9336  STATE/COUNTY-  MN/LE SUEUR
 AC9336  COUNTRY     -  US
 AC9336  USGS QUAD   -  MONTGOMERY (1966)
 AC9336
 AC9336                         *CURRENT SURVEY CONTROL
 AC9336  ______________________________________________________________________
 AC9336* NAD 83(1986) POSITION- 44 25 55.     (N) 093 34 39.     (W)   SCALED    
 AC9336* NAVD 88 ORTHO HEIGHT -   324.641  (meters)    1065.09  (feet) ADJUSTED  
 AC9336  ______________________________________________________________________
 AC9336  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 AC9336  DYNAMIC HEIGHT  -        324.610 (meters)     1064.99  (feet) COMP
 AC9336  MODELED GRAVITY -    980,513.2   (mgal)                       NAVD 88
 AC9336
 AC9336  VERT ORDER      -  SECOND    CLASS I
 AC9336
 AC9336.The horizontal coordinates were scaled from a topographic map and have
 AC9336.an estimated accuracy of +/- 6 seconds.
 AC9336.
 AC9336.The orthometric height was determined by differential leveling and
 AC9336.adjusted in September 1997.
 AC9336
 AC9336.The dynamic height is computed by dividing the NAVD 88
 AC9336.geopotential number by the normal gravity value computed on the
 AC9336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9336.degrees latitude (g = 980.6199 gals.).
 AC9336
 AC9336.The modeled gravity was interpolated from observed gravity values.
 AC9336
 AC9336;                    North         East    Units  Estimated Accuracy
 AC9336;SPC MN S     -   259,190.      833,640.      MT  (+/- 180 meters Scaled)
 AC9336
 AC9336                          SUPERSEDED SURVEY CONTROL
 AC9336
 AC9336.No superseded survey control is available for this station.
 AC9336
 AC9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK540200(NAD 83)
 AC9336
 AC9336_MARKER: DD = SURVEY DISK
 AC9336_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9336_STAMPING: 4002 P 1989
 AC9336_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9336
 AC9336  HISTORY     - Date     Condition        Report By
 AC9336  HISTORY     - 1989     MONUMENTED       MNDT
 AC9336
 AC9336                          STATION DESCRIPTION
 AC9336
 AC9336'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9336'THE MARK IS LOCATED IN THE SW 1/4 OF SECTION 10, T111N, R23W, IN THE
 AC9336'SOUTHEAST PART OF THE CITY OF MONTGOMERY, AND AT THE PILLSBURY - GREEN
 AC9336'GIANT PLANT WATER TANK.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AC9336'CONTROL MONUMENT DISK STAMPED---4002 P 1989--, IS SET IN A DRILL HOLE
 AC9336'IN THE TOP OF AND AT THE NORTHEAST CORNER OF THE CONCRETE FOOTING FOR
 AC9336'THE WATER TANK AND IS FLUSH WITH THE SURFACE OF A DRIVING AREA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8155 ***********************************************************************
 AC8155  DESIGNATION -  4003 A
 AC8155  PID         -  AC8155
 AC8155  STATE/COUNTY-  MN/LE SUEUR
 AC8155  COUNTRY     -  US
 AC8155  USGS QUAD   -  NEW PRAGUE (1981)
 AC8155
 AC8155                         *CURRENT SURVEY CONTROL
 AC8155  ______________________________________________________________________
 AC8155* NAD 83(1986) POSITION- 44 32 35.     (N) 093 33 12.     (W)   SCALED    
 AC8155* NAVD 88 ORTHO HEIGHT -   310.900  (meters)    1020.01  (feet) ADJUSTED  
 AC8155  ______________________________________________________________________
 AC8155  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AC8155  DYNAMIC HEIGHT  -        310.879 (meters)     1019.94  (feet) COMP
 AC8155  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 AC8155
 AC8155  VERT ORDER      -  SECOND    CLASS I
 AC8155
 AC8155.The horizontal coordinates were scaled from a topographic map and have
 AC8155.an estimated accuracy of +/- 6 seconds.
 AC8155.
 AC8155.The orthometric height was determined by differential leveling and
 AC8155.adjusted in September 1997.
 AC8155
 AC8155.The dynamic height is computed by dividing the NAVD 88
 AC8155.geopotential number by the normal gravity value computed on the
 AC8155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8155.degrees latitude (g = 980.6199 gals.).
 AC8155
 AC8155.The modeled gravity was interpolated from observed gravity values.
 AC8155
 AC8155;                    North         East    Units  Estimated Accuracy
 AC8155;SPC MN S     -   271,550.      835,490.      MT  (+/- 180 meters Scaled)
 AC8155
 AC8155                          SUPERSEDED SURVEY CONTROL
 AC8155
 AC8155.No superseded survey control is available for this station.
 AC8155
 AC8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK560323(NAD 83)
 AC8155
 AC8155_MARKER: DD = SURVEY DISK
 AC8155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8155_STAMPING: 4003 A 1980
 AC8155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8155
 AC8155  HISTORY     - Date     Condition        Report By
 AC8155  HISTORY     - 1980     MONUMENTED       MNDT
 AC8155
 AC8155                          STATION DESCRIPTION
 AC8155
 AC8155'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8155'THE MARK IS LOCATED 1.55 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8155'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8155'2, T112N, R23W.  THE MARK IS 74 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8155'HIGHWAY 19 AT MILEPOINT 152.35, IN LINE WITH THE CENTERLINE OF HELENA
 AC8155'TOWNSHIP ROAD 5 TO THE NORTH, AND 1.0 FOOT NORTH OF A STEEL WITNESS
 AC8155'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4003 A
 AC8155'1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE
 AC8155'POST THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8153 ***********************************************************************
 AC8153  DESIGNATION -  4003 B
 AC8153  PID         -  AC8153
 AC8153  STATE/COUNTY-  MN/LE SUEUR
 AC8153  COUNTRY     -  US
 AC8153  USGS QUAD   -  NEW PRAGUE (1981)
 AC8153
 AC8153                         *CURRENT SURVEY CONTROL
 AC8153  ______________________________________________________________________
 AC8153* NAD 83(1986) POSITION- 44 32 35.     (N) 093 32 14.     (W)   SCALED    
 AC8153* NAVD 88 ORTHO HEIGHT -   301.468  (meters)     989.07  (feet) ADJUSTED  
 AC8153  ______________________________________________________________________
 AC8153  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AC8153  DYNAMIC HEIGHT  -        301.447 (meters)      989.00  (feet) COMP
 AC8153  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 AC8153
 AC8153  VERT ORDER      -  SECOND    CLASS I
 AC8153
 AC8153.The horizontal coordinates were scaled from a topographic map and have
 AC8153.an estimated accuracy of +/- 6 seconds.
 AC8153.
 AC8153.The orthometric height was determined by differential leveling and
 AC8153.adjusted in September 1997.
 AC8153
 AC8153.Photographs are available for this station.
 AC8153
 AC8153.The dynamic height is computed by dividing the NAVD 88
 AC8153.geopotential number by the normal gravity value computed on the
 AC8153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8153.degrees latitude (g = 980.6199 gals.).
 AC8153
 AC8153.The modeled gravity was interpolated from observed gravity values.
 AC8153
 AC8153;                    North         East    Units  Estimated Accuracy
 AC8153;SPC MN S     -   271,560.      836,770.      MT  (+/- 180 meters Scaled)
 AC8153
 AC8153                          SUPERSEDED SURVEY CONTROL
 AC8153
 AC8153.No superseded survey control is available for this station.
 AC8153
 AC8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK573323(NAD 83)
 AC8153
 AC8153_MARKER: DD = SURVEY DISK
 AC8153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8153_STAMPING: 4003 B 1980
 AC8153_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8153
 AC8153  HISTORY     - Date     Condition        Report By
 AC8153  HISTORY     - 1980     MONUMENTED       MNDT
 AC8153
 AC8153                          STATION DESCRIPTION
 AC8153
 AC8153'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8153'THE MARK IS LOCATED 2.3 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8153'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 OF SECTION
 AC8153'1, T112N, R23W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8153'STAMPED---4003 B 1980---, IS SET IN THE TOP OF THE EAST END OF THE
 AC8153'SOUTH HEADWALL OF A CONCRETE BOX CULVERT (TRUNK HIGHWAY 19 OVER SAND
 AC8153'CREEK) AT TRUNK HIGHWAY 19 MILEPOINT 153.15.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8151 ***********************************************************************
 AC8151  DESIGNATION -  4003 C
 AC8151  PID         -  AC8151
 AC8151  STATE/COUNTY-  MN/LE SUEUR
 AC8151  COUNTRY     -  US
 AC8151  USGS QUAD   -  NEW PRAGUE (1981)
 AC8151
 AC8151                         *CURRENT SURVEY CONTROL
 AC8151  ______________________________________________________________________
 AC8151* NAD 83(1986) POSITION- 44 32 35.     (N) 093 31 36.     (W)   SCALED    
 AC8151* NAVD 88 ORTHO HEIGHT -   310.218  (meters)    1017.77  (feet) ADJUSTED  
 AC8151  ______________________________________________________________________
 AC8151  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AC8151  DYNAMIC HEIGHT  -        310.196 (meters)     1017.70  (feet) COMP
 AC8151  MODELED GRAVITY -    980,538.1   (mgal)                       NAVD 88
 AC8151
 AC8151  VERT ORDER      -  SECOND    CLASS I
 AC8151
 AC8151.The horizontal coordinates were scaled from a topographic map and have
 AC8151.an estimated accuracy of +/- 6 seconds.
 AC8151.
 AC8151.The orthometric height was determined by differential leveling and
 AC8151.adjusted in September 1997.
 AC8151
 AC8151.Photographs are available for this station.
 AC8151
 AC8151.The dynamic height is computed by dividing the NAVD 88
 AC8151.geopotential number by the normal gravity value computed on the
 AC8151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8151.degrees latitude (g = 980.6199 gals.).
 AC8151
 AC8151.The modeled gravity was interpolated from observed gravity values.
 AC8151
 AC8151;                    North         East    Units  Estimated Accuracy
 AC8151;SPC MN S     -   271,560.      837,610.      MT  (+/- 180 meters Scaled)
 AC8151
 AC8151                          SUPERSEDED SURVEY CONTROL
 AC8151
 AC8151.No superseded survey control is available for this station.
 AC8151
 AC8151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK581323(NAD 83)
 AC8151
 AC8151_MARKER: DB = BENCH MARK DISK
 AC8151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8151_STAMPING: 4003 C 1980
 AC8151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8151
 AC8151  HISTORY     - Date     Condition        Report By
 AC8151  HISTORY     - 1980     MONUMENTED       MNDT
 AC8151
 AC8151                          STATION DESCRIPTION
 AC8151
 AC8151'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8151'THE MARK IS LOCATED 2.9 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8151'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8151'1, T112N, R23W.  THE MARK IS 70 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8151'HIGHWAY 19 AT MILEPOINT 153.7, 85 FEET WEST OF THE CENTER OF A FIELD
 AC8151'ENTRANCE TO THE SOUTH, 70 FEET EAST OF THE CENTER OF A GRAVEL
 AC8151'DRIVEWAY, 4 FEET WEST OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL
 AC8151'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC8151'STAMPED---4003 C 1980---, IS SET IN THE TOP OF A MAGNETIC 6 FOOT LONG
 AC8151'PRECAST CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8157 ***********************************************************************
 AC8157  DESIGNATION -  4003 E
 AC8157  PID         -  AC8157
 AC8157  STATE/COUNTY-  MN/LE SUEUR
 AC8157  COUNTRY     -  US
 AC8157  USGS QUAD   -  NEW PRAGUE (1981)
 AC8157
 AC8157                         *CURRENT SURVEY CONTROL
 AC8157  ______________________________________________________________________
 AC8157* NAD 83(1986) POSITION- 44 32 32.     (N) 093 34 22.     (W)   SCALED    
 AC8157* NAVD 88 ORTHO HEIGHT -   305.535  (meters)    1002.41  (feet) ADJUSTED  
 AC8157  ______________________________________________________________________
 AC8157  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AC8157  DYNAMIC HEIGHT  -        305.514 (meters)     1002.34  (feet) COMP
 AC8157  MODELED GRAVITY -    980,539.7   (mgal)                       NAVD 88
 AC8157
 AC8157  VERT ORDER      -  SECOND    CLASS I
 AC8157
 AC8157.The horizontal coordinates were scaled from a topographic map and have
 AC8157.an estimated accuracy of +/- 6 seconds.
 AC8157.
 AC8157.The orthometric height was determined by differential leveling and
 AC8157.adjusted in September 1997.
 AC8157
 AC8157.The dynamic height is computed by dividing the NAVD 88
 AC8157.geopotential number by the normal gravity value computed on the
 AC8157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8157.degrees latitude (g = 980.6199 gals.).
 AC8157
 AC8157.The modeled gravity was interpolated from observed gravity values.
 AC8157
 AC8157;                    North         East    Units  Estimated Accuracy
 AC8157;SPC MN S     -   271,450.      833,950.      MT  (+/- 180 meters Scaled)
 AC8157
 AC8157                          SUPERSEDED SURVEY CONTROL
 AC8157
 AC8157.No superseded survey control is available for this station.
 AC8157
 AC8157_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK544322(NAD 83)
 AC8157
 AC8157_MARKER: DD = SURVEY DISK
 AC8157_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8157_STAMPING: 4003 E 1980
 AC8157_MARK LOGO: MNDT  
 AC8157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8157
 AC8157  HISTORY     - Date     Condition        Report By
 AC8157  HISTORY     - 1980     MONUMENTED       MNDT
 AC8157  HISTORY     - 1989     GOOD             MNDT
 AC8157
 AC8157                          STATION DESCRIPTION
 AC8157
 AC8157'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8157'THE MARK IS LOCATED 0.55 MILE EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8157'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8157'3, T112N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8157'DISK STAMPED---4003 E 1980---, IN THE TOP OF THE CONCRETE BASE OF THE
 AC8157'NORTHEAST LEG OF THE NEW PRAGUE MUNICIPAL WATER TANK.
 AC8157
 AC8157                          STATION RECOVERY (1989)
 AC8157
 AC8157'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 AC8157'THE MARK IS LOCATED 0.55 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8157'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8157'3, T112N, R23W.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8157'DISK STAMPED---4003 E 1980---, IS SET IN THE TOP OF THE CONCRETE BASE
 AC8157'OF THE NORTHEAST LEG OF THE NEW PRAGUE MUNICIPAL WATER TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8156 ***********************************************************************
 AC8156  DESIGNATION -  4003 F
 AC8156  PID         -  AC8156
 AC8156  STATE/COUNTY-  MN/LE SUEUR
 AC8156  COUNTRY     -  US
 AC8156  USGS QUAD   -  NEW PRAGUE (1981)
 AC8156
 AC8156                         *CURRENT SURVEY CONTROL
 AC8156  ______________________________________________________________________
 AC8156* NAD 83(1986) POSITION- 44 32 35.     (N) 093 33 51.     (W)   SCALED    
 AC8156* NAVD 88 ORTHO HEIGHT -   302.817  (meters)     993.49  (feet) ADJUSTED  
 AC8156  ______________________________________________________________________
 AC8156  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AC8156  DYNAMIC HEIGHT  -        302.796 (meters)      993.42  (feet) COMP
 AC8156  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 AC8156
 AC8156  VERT ORDER      -  SECOND    CLASS I
 AC8156
 AC8156.The horizontal coordinates were scaled from a topographic map and have
 AC8156.an estimated accuracy of +/- 6 seconds.
 AC8156.
 AC8156.The orthometric height was determined by differential leveling and
 AC8156.adjusted in September 1997.
 AC8156
 AC8156.The dynamic height is computed by dividing the NAVD 88
 AC8156.geopotential number by the normal gravity value computed on the
 AC8156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8156.degrees latitude (g = 980.6199 gals.).
 AC8156
 AC8156.The modeled gravity was interpolated from observed gravity values.
 AC8156
 AC8156;                    North         East    Units  Estimated Accuracy
 AC8156;SPC MN S     -   271,540.      834,630.      MT  (+/- 180 meters Scaled)
 AC8156
 AC8156                          SUPERSEDED SURVEY CONTROL
 AC8156
 AC8156.No superseded survey control is available for this station.
 AC8156
 AC8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK551323(NAD 83)
 AC8156
 AC8156_MARKER: DD = SURVEY DISK
 AC8156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8156_STAMPING: 4003 F 1980
 AC8156_MARK LOGO: MNDT  
 AC8156_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8156
 AC8156  HISTORY     - Date     Condition        Report By
 AC8156  HISTORY     - 1980     MONUMENTED       MNDT
 AC8156  HISTORY     - 1989     GOOD             MNDT
 AC8156
 AC8156                          STATION DESCRIPTION
 AC8156
 AC8156'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8156'THE MARK IS LOCATED 1.05 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8156'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 OF SECTION
 AC8156'2, T112N, R23W.  THE MARK IS 70 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8156'HIGHWAY 19 AT MILEPOINT 151.8, 83 FEET EAST OF THE CENTER OF A GRAVEL
 AC8156'DRIVEWAY, 82 FEET NORTHEAST OF A 12 INCH DIAMETER MAPLE TREE, 3 FEET
 AC8156'NORTHWEST OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 AC8156'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4003 F 1980---, IS
 AC8156'SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT IS
 AC8156'BURIED 4 INCHES BELOW THE SURFACE OF THE GROUND.
 AC8156
 AC8156                          STATION RECOVERY (1989)
 AC8156
 AC8156'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 AC8156'THE MARK IS LOCATED 1.05 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8156'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 OF SECTION
 AC8156'2, T112N, R23W.  THE MARK IS 70 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8156'HIGHWAY 19 AT MILEPOINT 151.8, 83 FEET EAST OF THE CENTER OF A GRAVEL
 AC8156'DRIVEWAY, 82 FEET NORTHEAST OF A 12 INCH DIAMETER MAPLE TREE, 3 FEET
 AC8156'NORTHWEST OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 AC8156'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4003 F 1980---, IS
 AC8156'SET IN THE TOP OF A MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST AND IS
 AC8156'2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8154 ***********************************************************************
 AC8154  DESIGNATION -  4003 G
 AC8154  PID         -  AC8154
 AC8154  STATE/COUNTY-  MN/SCOTT
 AC8154  COUNTRY     -  US
 AC8154  USGS QUAD   -  NEW PRAGUE (1981)
 AC8154
 AC8154                         *CURRENT SURVEY CONTROL
 AC8154  ______________________________________________________________________
 AC8154* NAD 83(1986) POSITION- 44 32 37.63   (N) 093 32 35.99   (W)   HD_HELD1  
 AC8154* NAVD 88 ORTHO HEIGHT -   309.665  (meters)    1015.96  (feet) ADJUSTED  
 AC8154  ______________________________________________________________________
 AC8154  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AC8154  DYNAMIC HEIGHT  -        309.644 (meters)     1015.89  (feet) COMP
 AC8154  MODELED GRAVITY -    980,539.4   (mgal)                       NAVD 88
 AC8154
 AC8154  VERT ORDER      -  SECOND    CLASS I
 AC8154
 AC8154.The horizontal coordinates were established by differentially corrected
 AC8154.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8154.
 AC8154.The orthometric height was determined by differential leveling and
 AC8154.adjusted in September 1997.
 AC8154
 AC8154.Photographs are available for this station.
 AC8154
 AC8154.The dynamic height is computed by dividing the NAVD 88
 AC8154.geopotential number by the normal gravity value computed on the
 AC8154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8154.degrees latitude (g = 980.6199 gals.).
 AC8154
 AC8154.The modeled gravity was interpolated from observed gravity values.
 AC8154
 AC8154;                    North         East    Units  Estimated Accuracy
 AC8154;SPC MN S     -   271,633.6     836,288.5     MT  (+/- 3 meters HH1 GPS) 
 AC8154
 AC8154                          SUPERSEDED SURVEY CONTROL
 AC8154
 AC8154.No superseded survey control is available for this station.
 AC8154
 AC8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5683832416(NAD 83)
 AC8154
 AC8154_MARKER: DB = BENCH MARK DISK
 AC8154_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC8154_STAMPING: 4003 G 1980
 AC8154_MARK LOGO: MNDT  
 AC8154_PROJECTION: FLUSH
 AC8154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8154+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2008
 AC8154
 AC8154  HISTORY     - Date     Condition        Report By
 AC8154  HISTORY     - 1980     MONUMENTED       MNDT
 AC8154  HISTORY     - 20080527 GOOD             MNDT
 AC8154
 AC8154                          STATION DESCRIPTION
 AC8154
 AC8154'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8154'THE MARK IS LOCATED 2.05 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8154'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NORTHWEST
 AC8154'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 15,
 AC8154'IN THE SE 1/4 OF SECTION 35, T113N, R23W.  THE MARK IS 69 FEET NORTH
 AC8154'OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 152.85, 132 FEET
 AC8154'WEST OF THE CENTERLINE OF COUNTY ROAD 15, 3 FEET EAST OF A POWER POLE,
 AC8154'AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8154'BENCH MARK DISK STAMPED---4003 G 1980---, IS SET IN THE TOP OF A
 AC8154'MAGNETIC 6 FOOT LONG PRECAST CONCRETE POST THAT PROJECTS 2 INCHES
 AC8154'ABOVE THE SURFACE OF THE GROUND.
 AC8154
 AC8154                          STATION RECOVERY (2008)
 AC8154
 AC8154'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8154'THE STATION IS LOCATED ABOUT 6.1 MI (9.8 KM) EAST OF UNION HILL, 4.6
 AC8154'MI (7.4 KM) WEST-NORTHWEST OF VESELI AND 1.6 MI (2.6 KM) EAST OF NEW
 AC8154'PRAGUE.
 AC8154' 
 AC8154'TO REACH TO THE MARK GO 2.05 MI (3.3 KM) EAST OF THE JUNCTION OF TRUNK
 AC8154'HIGHWAY 19 AND TRUNK HIGHWAY 21 IN NEW PRAGUE, IN NORTHWEST QUADRANT
 AC8154'OF THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 15, 69 FT (21.0 M)
 AC8154'NORTH OF TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT 152.85, 132
 AC8154'FT (40.2 M) WEST OF COUNTY ROAD 15, 3 FT (0.9 M) EAST OF WOODEN POST,
 AC8154'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8152 ***********************************************************************
 AC8152  DESIGNATION -  4003 H
 AC8152  PID         -  AC8152
 AC8152  STATE/COUNTY-  MN/SCOTT
 AC8152  COUNTRY     -  US
 AC8152  USGS QUAD   -  NEW PRAGUE (1981)
 AC8152
 AC8152                         *CURRENT SURVEY CONTROL
 AC8152  ______________________________________________________________________
 AC8152* NAD 83(1986) POSITION- 44 32 38.     (N) 093 32 05.     (W)   SCALED    
 AC8152* NAVD 88 ORTHO HEIGHT -   306.594  (meters)    1005.88  (feet) ADJUSTED  
 AC8152  ______________________________________________________________________
 AC8152  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AC8152  DYNAMIC HEIGHT  -        306.573 (meters)     1005.81  (feet) COMP
 AC8152  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 AC8152
 AC8152  VERT ORDER      -  SECOND    CLASS I
 AC8152
 AC8152.The horizontal coordinates were scaled from a topographic map and have
 AC8152.an estimated accuracy of +/- 6 seconds.
 AC8152.
 AC8152.The orthometric height was determined by differential leveling and
 AC8152.adjusted in September 1997.
 AC8152
 AC8152.The dynamic height is computed by dividing the NAVD 88
 AC8152.geopotential number by the normal gravity value computed on the
 AC8152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8152.degrees latitude (g = 980.6199 gals.).
 AC8152
 AC8152.The modeled gravity was interpolated from observed gravity values.
 AC8152
 AC8152;                    North         East    Units  Estimated Accuracy
 AC8152;SPC MN S     -   271,650.      836,970.      MT  (+/- 180 meters Scaled)
 AC8152
 AC8152                          SUPERSEDED SURVEY CONTROL
 AC8152
 AC8152.No superseded survey control is available for this station.
 AC8152
 AC8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK575324(NAD 83)
 AC8152
 AC8152_MARKER: DD = SURVEY DISK
 AC8152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC8152_STAMPING: 4003 H 1980
 AC8152_MARK LOGO: MNDT  
 AC8152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8152
 AC8152  HISTORY     - Date     Condition        Report By
 AC8152  HISTORY     - 1980     MONUMENTED       MNDT
 AC8152  HISTORY     - 20080527 MARK NOT FOUND   MNDT
 AC8152
 AC8152                          STATION DESCRIPTION
 AC8152
 AC8152'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8152'THE MARK IS LOCATED 2.55 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8152'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SW 1/4 OF SECTION
 AC8152'36, T113N, R23W.  THE MARK IS 78 FEET NORTH OF THE CENTERLINE OF TRUNK
 AC8152'HIGHWAY 19 AT MILEPOINT 153.4, 5 FEET EAST OF A POWER POLE, AND 1.0
 AC8152'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 AC8152'MARK DISK STAMPED---4003 H 1980---, IS SET IN THE TOP OF A MAGNETIC 6
 AC8152'FOOT LONG PRECAST CONCRETE POST THAT IS BURIED 4 INCHES BELOW THE
 AC8152'SURFACE OF THE GROUND.
 AC8152
 AC8152                          STATION RECOVERY (2008)
 AC8152
 AC8152'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8152'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8200 ***********************************************************************
 AC8200  DESIGNATION -  4004 A
 AC8200  PID         -  AC8200
 AC8200  STATE/COUNTY-  MN/LE SUEUR
 AC8200  COUNTRY     -  US
 AC8200  USGS QUAD   -  NEW PRAGUE (1981)
 AC8200
 AC8200                         *CURRENT SURVEY CONTROL
 AC8200  ______________________________________________________________________
 AC8200* NAD 83(1986) POSITION- 44 32 37.3    (N) 093 36 44.2    (W)   HD_HELD2  
 AC8200* NAVD 88 ORTHO HEIGHT -   298.764  (meters)     980.19  (feet) ADJUSTED  
 AC8200  ______________________________________________________________________
 AC8200  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AC8200  DYNAMIC HEIGHT  -        298.741 (meters)      980.12  (feet) COMP
 AC8200  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 AC8200
 AC8200  VERT ORDER      -  SECOND    CLASS I
 AC8200
 AC8200.The horizontal coordinates were established by autonomous hand held GPS
 AC8200.observations and have an estimated accuracy of +/- 10 meters.
 AC8200.
 AC8200.The orthometric height was determined by differential leveling and
 AC8200.adjusted in September 1997.
 AC8200
 AC8200.Photographs are available for this station.
 AC8200
 AC8200.The dynamic height is computed by dividing the NAVD 88
 AC8200.geopotential number by the normal gravity value computed on the
 AC8200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8200.degrees latitude (g = 980.6199 gals.).
 AC8200
 AC8200.The modeled gravity was interpolated from observed gravity values.
 AC8200
 AC8200;                    North         East    Units  Estimated Accuracy
 AC8200;SPC MN S     -   271,595.      830,810.      MT  (+/- 10 meters HH2 GPS)
 AC8200
 AC8200                          SUPERSEDED SURVEY CONTROL
 AC8200
 AC8200.No superseded survey control is available for this station.
 AC8200
 AC8200_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5136132444(NAD 83)
 AC8200
 AC8200_MARKER: DB = BENCH MARK DISK
 AC8200_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC8200_STAMPING: 4004 A 1947
 AC8200_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8200
 AC8200  HISTORY     - Date     Condition        Report By
 AC8200  HISTORY     - 1947     MONUMENTED       MNDT
 AC8200  HISTORY     - 1980     GOOD             MNDT
 AC8200
 AC8200                          STATION DESCRIPTION
 AC8200
 AC8200'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8200'THE MARK IS LOCATED 1.4 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8200'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8200'5, T112N, R23W.  THE MARK IS 35 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8200'HIGHWAY 19 AT MILEPOINT 148.4, IN THE TOP OF THE SOUTHEAST CORNER OF
 AC8200'THE SOUTH ABUTMENT OF A 10 FOOT BY 10 FOOT CONCRETE BOX CULVERT UNDER
 AC8200'TRUNK HIGHWAY 19 AT STATION 813+22.  THE MARK, A STANDARD MNDT BENCH
 AC8200'MARK DISK STAMPED---4004 A 1947---, IS ABOUT 7 FEET BELOW THE LEVEL OF
 AC8200'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8195 ***********************************************************************
 AC8195  DESIGNATION -  4004 AA
 AC8195  PID         -  AC8195
 AC8195  STATE/COUNTY-  MN/LE SUEUR
 AC8195  COUNTRY     -  US
 AC8195  USGS QUAD   -  NEW PRAGUE (1981)
 AC8195
 AC8195                         *CURRENT SURVEY CONTROL
 AC8195  ______________________________________________________________________
 AC8195* NAD 83(1986) POSITION- 44 32 35.     (N) 093 37 21.     (W)   SCALED    
 AC8195* NAVD 88 ORTHO HEIGHT -   309.050  (meters)    1013.94  (feet) ADJUSTED  
 AC8195  ______________________________________________________________________
 AC8195  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 AC8195  DYNAMIC HEIGHT  -        309.024 (meters)     1013.86  (feet) COMP
 AC8195  MODELED GRAVITY -    980,525.8   (mgal)                       NAVD 88
 AC8195
 AC8195  VERT ORDER      -  SECOND    CLASS I
 AC8195
 AC8195.The horizontal coordinates were scaled from a topographic map and have
 AC8195.an estimated accuracy of +/- 6 seconds.
 AC8195.
 AC8195.The orthometric height was determined by differential leveling and
 AC8195.adjusted in September 1997.
 AC8195
 AC8195.Photographs are available for this station.
 AC8195
 AC8195.The dynamic height is computed by dividing the NAVD 88
 AC8195.geopotential number by the normal gravity value computed on the
 AC8195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8195.degrees latitude (g = 980.6199 gals.).
 AC8195
 AC8195.The modeled gravity was interpolated from observed gravity values.
 AC8195
 AC8195;                    North         East    Units  Estimated Accuracy
 AC8195;SPC MN S     -   271,520.      830,000.      MT  (+/- 180 meters Scaled)
 AC8195
 AC8195                          SUPERSEDED SURVEY CONTROL
 AC8195
 AC8195.No superseded survey control is available for this station.
 AC8195
 AC8195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK505323(NAD 83)
 AC8195
 AC8195_MARKER: DV = VERTICAL CONTROL DISK
 AC8195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8195_STAMPING: 4004 AA 1980
 AC8195_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8195
 AC8195  HISTORY     - Date     Condition        Report By
 AC8195  HISTORY     - 1980     MONUMENTED       MNDT
 AC8195
 AC8195                          STATION DESCRIPTION
 AC8195
 AC8195'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8195'THE MARK IS LOCATED 1.85 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8195'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 3F SECTION
 AC8195'5, T112N, R23W.  THE MARK IS 80 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8195'HIGHWAY 19 AT MILEPOINT 149.0, 2 FEET NORTH OF A POWER POLE, AND 1.0
 AC8195'FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8195'VERTICAL CONTROL MONUMENT DISK STAMPED---4004 AA 1980---, IS SET ON
 AC8195'THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD
 AC8195'WITH 4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8
 AC8195'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH
 AC8195'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8196 ***********************************************************************
 AC8196  DESIGNATION -  4004 AB
 AC8196  PID         -  AC8196
 AC8196  STATE/COUNTY-  MN/LE SUEUR
 AC8196  COUNTRY     -  US
 AC8196  USGS QUAD   -  NEW PRAGUE (1981)
 AC8196
 AC8196                         *CURRENT SURVEY CONTROL
 AC8196  ______________________________________________________________________
 AC8196* NAD 83(1986) POSITION- 44 32 34.     (N) 093 36 44.     (W)   SCALED    
 AC8196* NAVD 88 ORTHO HEIGHT -   302.551  (meters)     992.62  (feet) ADJUSTED  
 AC8196  ______________________________________________________________________
 AC8196  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AC8196  DYNAMIC HEIGHT  -        302.527 (meters)      992.54  (feet) COMP
 AC8196  MODELED GRAVITY -    980,529.9   (mgal)                       NAVD 88
 AC8196
 AC8196  VERT ORDER      -  SECOND    CLASS I
 AC8196
 AC8196.The horizontal coordinates were scaled from a topographic map and have
 AC8196.an estimated accuracy of +/- 6 seconds.
 AC8196.
 AC8196.The orthometric height was determined by differential leveling and
 AC8196.adjusted in September 1997.
 AC8196
 AC8196.The dynamic height is computed by dividing the NAVD 88
 AC8196.geopotential number by the normal gravity value computed on the
 AC8196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8196.degrees latitude (g = 980.6199 gals.).
 AC8196
 AC8196.The modeled gravity was interpolated from observed gravity values.
 AC8196
 AC8196;                    North         East    Units  Estimated Accuracy
 AC8196;SPC MN S     -   271,490.      830,820.      MT  (+/- 180 meters Scaled)
 AC8196
 AC8196                          SUPERSEDED SURVEY CONTROL
 AC8196
 AC8196.No superseded survey control is available for this station.
 AC8196
 AC8196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK513323(NAD 83)
 AC8196
 AC8196_MARKER: DD = SURVEY DISK
 AC8196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8196_STAMPING: 4004 AB 1980
 AC8196_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8196
 AC8196  HISTORY     - Date     Condition        Report By
 AC8196  HISTORY     - 1980     MONUMENTED       MNDT
 AC8196
 AC8196                          STATION DESCRIPTION
 AC8196
 AC8196'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8196'THE MARK IS LOCATED 1.35 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8196'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8196'5, T112N, R23W.  THE MARK IS 75 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8196'HIGHWAY 19, 250 FEET WEST OF THE CENTER OF A DRIVEWAY, 4 FEET EAST OF
 AC8196'A POWER POLE, AND 2.5 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A
 AC8196'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4004 AB
 AC8196'1980---, IS SET ON THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 23 FEET
 AC8196'LONG COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE
 AC8196'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8197 ***********************************************************************
 AC8197  DESIGNATION -  4004 AC
 AC8197  PID         -  AC8197
 AC8197  STATE/COUNTY-  MN/SCOTT
 AC8197  COUNTRY     -  US
 AC8197  USGS QUAD   -  NEW PRAGUE (1981)
 AC8197
 AC8197                         *CURRENT SURVEY CONTROL
 AC8197  ______________________________________________________________________
 AC8197* NAD 83(1986) POSITION- 44 32 38.     (N) 093 36 05.     (W)   SCALED    
 AC8197* NAVD 88 ORTHO HEIGHT -   306.348  (meters)    1005.08  (feet) ADJUSTED  
 AC8197  ______________________________________________________________________
 AC8197  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 AC8197  DYNAMIC HEIGHT  -        306.326 (meters)     1005.00  (feet) COMP
 AC8197  MODELED GRAVITY -    980,534.4   (mgal)                       NAVD 88
 AC8197
 AC8197  VERT ORDER      -  SECOND    CLASS I
 AC8197
 AC8197.The horizontal coordinates were scaled from a topographic map and have
 AC8197.an estimated accuracy of +/- 6 seconds.
 AC8197.
 AC8197.The orthometric height was determined by differential leveling and
 AC8197.adjusted in September 1997.
 AC8197
 AC8197.The dynamic height is computed by dividing the NAVD 88
 AC8197.geopotential number by the normal gravity value computed on the
 AC8197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8197.degrees latitude (g = 980.6199 gals.).
 AC8197
 AC8197.The modeled gravity was interpolated from observed gravity values.
 AC8197
 AC8197;                    North         East    Units  Estimated Accuracy
 AC8197;SPC MN S     -   271,620.      831,680.      MT  (+/- 180 meters Scaled)
 AC8197
 AC8197                          SUPERSEDED SURVEY CONTROL
 AC8197
 AC8197.No superseded survey control is available for this station.
 AC8197
 AC8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK522324(NAD 83)
 AC8197
 AC8197_MARKER: DD = SURVEY DISK
 AC8197_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8197+WITH SETTING: INTO GROUND
 AC8197_STAMPING: 4004 AC 1980
 AC8197_MARK LOGO: MNDT  
 AC8197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8197
 AC8197  HISTORY     - Date     Condition        Report By
 AC8197  HISTORY     - 1980     MONUMENTED       MNDT
 AC8197  HISTORY     - 1989     GOOD             MNDT
 AC8197  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 AC8197  HISTORY     - 20080618 MARK NOT FOUND   MNDT
 AC8197
 AC8197                          STATION DESCRIPTION
 AC8197
 AC8197'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8197'THE MARK IS LOCATED 0.8 MILE WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8197'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SW 1/4 OF SECTION
 AC8197'33, T113N, R2OW.  THE MARK IS 73 FEET NORTH OF THE CENTERLINE OF TRUNK
 AC8197'HIGHWAY 19 AT MILEPOINT 150.0, 200 FEET EAST OF THE CENTER OF A FIELD
 AC8197'ENTRANCE, 119 FEET WEST OF THE CENTER OF A DRIVEWAY, 195 FEET EAST OF
 AC8197'A TELEPHONE PEDESTAL, 104 FEET SOUTHWEST OF A POWER POLE, AND 1.5 FEET
 AC8197'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 AC8197'CONTROL MONUMENT DISK STAMPED---4004 AC 1980---, IS SET ON THE TOP OF
 AC8197'A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4
 AC8197'INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 AC8197'CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE
 AC8197'SURFACE OF THE GROUND.
 AC8197
 AC8197                          STATION RECOVERY (1989)
 AC8197
 AC8197'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 AC8197'ABOUT 1 MILE WEST OF THE CITY OF NEW PRAGUE, 0.8 MILE WEST ALONG TRUNK
 AC8197'HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, AND
 AC8197'IN THE SW 1/4 OF SECTION 33, T113N, R20W.  THE MARK IS 73 FEET NORTH
 AC8197'OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 AC8197'MILEPOINT 150.0, 200 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 119
 AC8197'FEET WEST OF THE CENTER OF A DRIVEWAY, 195 FEET EAST OF A TELEPHONE
 AC8197'PEDESTAL, 104 FEET SOUTHWEST OF A POWER POLE, AND 1.5 FEET SOUTH OF A
 AC8197'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 AC8197'CONTROL MONUMENT DISK STAMPED---4004 AC 1980---, IS SET ON THE TOP OF
 AC8197'A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER - CLAD STEEL (MAGNETIC) ROD
 AC8197'WITH 4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8
 AC8197'INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH
 AC8197'THE SURFACE OF THE GROUND.
 AC8197
 AC8197                          STATION RECOVERY (2005)
 AC8197
 AC8197'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AC8197'AFTER EXTENSIVE SEARCH, NOT FOUND. ROAD CONSTRUCTION IN AREA AND
 AC8197'WITNESS POST GONE.
 AC8197
 AC8197                          STATION RECOVERY (2008)
 AC8197
 AC8197'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8197'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4669 ***********************************************************************
 AE4669  DESIGNATION -  4004 AC 1
 AE4669  PID         -  AE4669
 AE4669  STATE/COUNTY-  MN/LE SUEUR
 AE4669  COUNTRY     -  US
 AE4669  USGS QUAD   -  HENDERSON (1981)
 AE4669
 AE4669                         *CURRENT SURVEY CONTROL
 AE4669  ______________________________________________________________________
 AE4669* NAD 83(1986) POSITION- 44 31 47.     (N) 093 54 00.     (W)   SCALED    
 AE4669* NAVD 88 ORTHO HEIGHT -   225.872  (meters)     741.05  (feet) ADJUSTED  
 AE4669  ______________________________________________________________________
 AE4669  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 AE4669  DYNAMIC HEIGHT  -        225.844 (meters)      740.96  (feet) COMP
 AE4669  MODELED GRAVITY -    980,487.3   (mgal)                       NAVD 88
 AE4669
 AE4669  VERT ORDER      -  SECOND    CLASS I
 AE4669
 AE4669.The horizontal coordinates were scaled from a topographic map and have
 AE4669.an estimated accuracy of +/- 6 seconds.
 AE4669.
 AE4669.The orthometric height was determined by differential leveling and
 AE4669.adjusted in January 1998.
 AE4669
 AE4669.Photographs are available for this station.
 AE4669
 AE4669.The dynamic height is computed by dividing the NAVD 88
 AE4669.geopotential number by the normal gravity value computed on the
 AE4669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4669.degrees latitude (g = 980.6199 gals.).
 AE4669
 AE4669.The modeled gravity was interpolated from observed gravity values.
 AE4669
 AE4669;                    North         East    Units  Estimated Accuracy
 AE4669;SPC MN S     -   269,970.      807,950.      MT  (+/- 180 meters Scaled)
 AE4669
 AE4669                          SUPERSEDED SURVEY CONTROL
 AE4669
 AE4669.No superseded survey control is available for this station.
 AE4669
 AE4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK284311(NAD 83)
 AE4669
 AE4669_MARKER: DD = SURVEY DISK
 AE4669_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4669_SP_SET: BRIDGE ABUTMENT
 AE4669_STAMPING: 4004 AC 1 1993
 AE4669_MARK LOGO: MNDT  
 AE4669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4669+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4669
 AE4669  HISTORY     - Date     Condition        Report By
 AE4669  HISTORY     - 1993     MONUMENTED       MNDT
 AE4669
 AE4669                          STATION DESCRIPTION
 AE4669
 AE4669'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4669'IN HENDERSON, IN ABUT AT SE COR OF TH 19 BRDG NO 40001 OVER MINNESOTA
 AE4669'RIVER, 0.3 MI (0.5 KM) EAST ALONG TH 19 FROM JCT OF TH 93 AND TH 19,
 AE4669'AT TH 19 MP 134.3, 25.0 FT (7.6 M) SOUTH OF TH 19.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8198 ***********************************************************************
 AC8198  DESIGNATION -  4004 AD
 AC8198  PID         -  AC8198
 AC8198  STATE/COUNTY-  MN/SCOTT
 AC8198  COUNTRY     -  US
 AC8198  USGS QUAD   -  NEW PRAGUE (1981)
 AC8198
 AC8198                         *CURRENT SURVEY CONTROL
 AC8198  ______________________________________________________________________
 AC8198* NAD 83(1986) POSITION- 44 32 37.80   (N) 093 35 26.17   (W)   HD_HELD1  
 AC8198* NAVD 88 ORTHO HEIGHT -   309.363  (meters)    1014.97  (feet) ADJUSTED  
 AC8198  ______________________________________________________________________
 AC8198  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 AC8198  DYNAMIC HEIGHT  -        309.342 (meters)     1014.90  (feet) COMP
 AC8198  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 AC8198
 AC8198  VERT ORDER      -  SECOND    CLASS I
 AC8198
 AC8198.The horizontal coordinates were established by differentially corrected
 AC8198.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8198.
 AC8198.The orthometric height was determined by differential leveling and
 AC8198.adjusted in September 1997.
 AC8198
 AC8198.The dynamic height is computed by dividing the NAVD 88
 AC8198.geopotential number by the normal gravity value computed on the
 AC8198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8198.degrees latitude (g = 980.6199 gals.).
 AC8198
 AC8198.The modeled gravity was interpolated from observed gravity values.
 AC8198
 AC8198;                    North         East    Units  Estimated Accuracy
 AC8198;SPC MN S     -   271,618.9     832,532.1     MT  (+/- 3 meters HH1 GPS) 
 AC8198
 AC8198                          SUPERSEDED SURVEY CONTROL
 AC8198
 AC8198.No superseded survey control is available for this station.
 AC8198
 AC8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5308332447(NAD 83)
 AC8198
 AC8198_MARKER: DV = VERTICAL CONTROL DISK
 AC8198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC8198+WITH SETTING: INFORMATION.
 AC8198_STAMPING: 4004 AD 1980
 AC8198_MARK LOGO: MNDT  
 AC8198_PROJECTION: FLUSH
 AC8198_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8198+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8198
 AC8198  HISTORY     - Date     Condition        Report By
 AC8198  HISTORY     - 1980     MONUMENTED       MNDT
 AC8198  HISTORY     - 1989     GOOD             MNDT
 AC8198  HISTORY     - 20051015 GOOD             USPSQD
 AC8198  HISTORY     - 20080618 GOOD             MNDT
 AC8198
 AC8198                          STATION DESCRIPTION
 AC8198
 AC8198'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8198'THE MARK IS LOCATED 0.35 MILE WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8198'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SE 1/4 OF SECTION
 AC8198'33, T113N, R23W.  THE MARK IS 71 FEET NORTH OF THE CENTERLINE OF TRUNK
 AC8198'HIGHWAY 19 AT MILEPOINT 150.5, 11 FEET WEST OF THE CENTER OF THE WEST
 AC8198'DRIVEWAY TO A CEMETERY, 3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AC8198'CEMETERY FENCE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK,
 AC8198'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4004 AD
 AC8198'1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AC8198'COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL FENCE POST BOLTED TO
 AC8198'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AC8198'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8198
 AC8198                          STATION RECOVERY (1989)
 AC8198
 AC8198'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 AC8198'ABOUT 1/2 MILE WEST ALONG TRUNK HIGHWAY 19 FROM THE CITY OF NEW PRAGUE
 AC8198'0.35 MILE WEST ALONG HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 AC8198'21 IN NEW PRAGUE, ON HIGHWAY 19 RIGHT-OF-WAY AT HIGHWAY 19 MILEPOINT
 AC8198'150.5 AND IN THE SE 1/4 OF SECTION 33, T113N, R23W.  THE MARK IS 71
 AC8198'FEET NORTH OF THE CENTERLINE OF HIGHWAY 19, 11 FEET WEST OF THE CENTER
 AC8198'OF THE WEST DRIVEWAY TO A CEMETERY, 3 FEET SOUTH OF THE SOUTHWEST
 AC8198'CORNER OF THE CEMETERY FENCE AND 1.0 FOOT SOUTH OF A STEEL WITNESS
 AC8198'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8198'STAMPED---4004 AD 1980---, IS FORCED ONTO THE TOP OF A 5/8 INCH
 AC8198'DIAMETER BY 8 FOOT LONG COPPER - CLAD STEEL (MAGNETIC) ROD WITH 4
 AC8198'INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF
 AC8198'CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE
 AC8198'SURFACE OF THE GROUND.
 AC8198
 AC8198                          STATION RECOVERY (2005)
 AC8198
 AC8198'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AC8198'RECOVERED IN GOOD CONDITION.
 AC8198
 AC8198                          STATION RECOVERY (2008)
 AC8198
 AC8198'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8198'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST-NORTHWEST OF
 AC8198'VESELI, 3.8 MI (6.1 KM) EAST OF UNION HILL AND 0.7 MI (1.1 KM) WEST OF
 AC8198'NEW PRAGUE.
 AC8198' 
 AC8198'TO REACH TO THE MARK GO 0.70 MI (1.1 KM) WEST OF THE JUNCTION OF TRUNK
 AC8198'HIGHWAY 19 AND TRUNK HIGHWAY 21 IN NEW PRAGUE, 71 FT (21.6 M) NORTH OF
 AC8198'TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT 150.5, 11 FT (3.4 M)
 AC8198'WEST OF WEST CEMETERY DRIVEWAY, 3 FT (0.9 M) SOUTH OF THE SOUTHWEST
 AC8198'CORNER OF A FENCE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4670 ***********************************************************************
 AE4670  DESIGNATION -  4004 AE
 AE4670  PID         -  AE4670
 AE4670  STATE/COUNTY-  MN/SCOTT
 AE4670  COUNTRY     -  US
 AE4670  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4670
 AE4670                         *CURRENT SURVEY CONTROL
 AE4670  ______________________________________________________________________
 AE4670* NAD 83(1986) POSITION- 44 32 35.45   (N) 093 52 05.06   (W)   HD_HELD1  
 AE4670* NAVD 88 ORTHO HEIGHT -   300.053  (meters)     984.42  (feet) ADJUSTED  
 AE4670  ______________________________________________________________________
 AE4670  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 AE4670  DYNAMIC HEIGHT  -        300.019 (meters)      984.31  (feet) COMP
 AE4670  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 AE4670
 AE4670  VERT ORDER      -  SECOND    CLASS I
 AE4670
 AE4670.The horizontal coordinates were established by differentially corrected
 AE4670.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE4670.
 AE4670.The orthometric height was determined by differential leveling and
 AE4670.adjusted in March 2011.
 AE4670
 AE4670.The dynamic height is computed by dividing the NAVD 88
 AE4670.geopotential number by the normal gravity value computed on the
 AE4670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4670.degrees latitude (g = 980.6199 gals.).
 AE4670
 AE4670.The modeled gravity was interpolated from observed gravity values.
 AE4670
 AE4670;                    North         East    Units  Estimated Accuracy
 AE4670;SPC MN S     -   271,473.4     810,483.6     MT  (+/- 3 meters HH1 GPS) 
 AE4670
 AE4670                          SUPERSEDED SURVEY CONTROL
 AE4670
 AE4670  NAVD 88 (01/13/98)  300.047  (m)          984.40   (f) SUPERSEDED  2 1
 AE4670
 AE4670.Superseded values are not recommended for survey control.
 AE4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4670.See file dsdata.txt to determine how the superseded data were derived.
 AE4670
 AE4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3104132572(NAD 83)
 AE4670
 AE4670_MARKER: DD = SURVEY DISK
 AE4670_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4670_STAMPING: 4004 AE 1993
 AE4670_MARK LOGO: MNDT  
 AE4670_PROJECTION: RECESSED 8 CENTIMETERS
 AE4670_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4670+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 AE4670_ROD/PIPE-DEPTH:  5.5 meters
 AE4670
 AE4670  HISTORY     - Date     Condition        Report By
 AE4670  HISTORY     - 1993     MONUMENTED       MNDT
 AE4670  HISTORY     - 20020506 GOOD             MNDT
 AE4670  HISTORY     - 20051015 GOOD             USPSQD
 AE4670  HISTORY     - 20080617 GOOD             MNDT
 AE4670
 AE4670                          STATION DESCRIPTION
 AE4670
 AE4670'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4670'2.5 MI (4.0 KM) NE OF HENDERSON, 0.95 MI (1.53 KM) WEST ALONG TH 19
 AE4670'FROM JCT OF TH 169 AN D TH 19, AT TH 19 MP 136.8, 48.0 FT (14.6 M)
 AE4670'NORTH OF TH 19, 2.2 FT (0.7 M) WSW OF P-POLE, 8.0 FT (2.4 M) WEST OF
 AE4670'DRIVEWAY SOUTH EXTENDED, 0.5 FT (15.2 CM) NORTH OF WITNESS POST.
 AE4670
 AE4670                          STATION RECOVERY (2002)
 AE4670
 AE4670'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AE4670'RECOVERED AS DESCRIBED.
 AE4670
 AE4670                          STATION RECOVERY (2005)
 AE4670
 AE4670'RECOVERY NOTE BY US POWER SQUADRON 2005 (BC)
 AE4670'RECOVERED IN GOOD CONDITION.
 AE4670
 AE4670                          STATION RECOVERY (2008)
 AE4670
 AE4670'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AE4670'THE STATION IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF SAINT
 AE4670'THOMAS, 6.1 MI (9.8 KM) NORTH-NORTHEAST OF LE SUEUR AND 2.2 MI (3.5
 AE4670'KM) EAST-NORTHEAST OF HENDERSON.
 AE4670' 
 AE4670'TO REACH TO THE MARK GO 0.95 MI (1.5 KM) WEST ALONG TRUNK HIGHWAY 19
 AE4670'FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 19, AT TRUNK
 AE4670'HIGHWAY 19 MILE POINT 136.8, 48.0 FT (14.6 M) NORTH OF TRUNK HIGHWAY
 AE4670'19, 2.2 FT (0.7 M) WEST-SOUTHWEST OF POWER POLE, 8.0 FT (2.4 M) WEST
 AE4670'OF DRIVEWAY SOUTH EXTENDED, 1.0 FT (0.3 M) NORTH OF A WITNESS POST, 15
 AE4670'FT (4.6 M) EAST OF A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8199 ***********************************************************************
 AC8199  DESIGNATION -  4004 B
 AC8199  PID         -  AC8199
 AC8199  STATE/COUNTY-  MN/SCOTT
 AC8199  COUNTRY     -  US
 AC8199  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8199
 AC8199                         *CURRENT SURVEY CONTROL
 AC8199  ______________________________________________________________________
 AC8199* NAD 83(1986) POSITION- 44 32 35.84   (N) 093 46 14.75   (W)   HD_HELD1  
 AC8199* NAVD 88 ORTHO HEIGHT -   305.262  (meters)    1001.51  (feet) ADJUSTED  
 AC8199  ______________________________________________________________________
 AC8199  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 AC8199  DYNAMIC HEIGHT  -        305.228 (meters)     1001.40  (feet) COMP
 AC8199  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 AC8199
 AC8199  VERT ORDER      -  SECOND    CLASS I
 AC8199
 AC8199.The horizontal coordinates were established by differentially corrected
 AC8199.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8199.
 AC8199.The orthometric height was determined by differential leveling and
 AC8199.adjusted in September 1997.
 AC8199
 AC8199.The dynamic height is computed by dividing the NAVD 88
 AC8199.geopotential number by the normal gravity value computed on the
 AC8199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8199.degrees latitude (g = 980.6199 gals.).
 AC8199
 AC8199.The modeled gravity was interpolated from observed gravity values.
 AC8199
 AC8199;                    North         East    Units  Estimated Accuracy
 AC8199;SPC MN S     -   271,502.5     818,216.1     MT  (+/- 3 meters HH1 GPS) 
 AC8199
 AC8199                          SUPERSEDED SURVEY CONTROL
 AC8199
 AC8199.No superseded survey control is available for this station.
 AC8199
 AC8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3877132506(NAD 83)
 AC8199
 AC8199_MARKER: DB = BENCH MARK DISK
 AC8199_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC8199_SP_SET: HEADWALL BOX CULVERT
 AC8199_STAMPING: 4004 B 1953
 AC8199_MARK LOGO: MNHD  
 AC8199_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8199+STABILITY: SURFACE MOTION
 AC8199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8199+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8199
 AC8199  HISTORY     - Date     Condition        Report By
 AC8199  HISTORY     - 1953     MONUMENTED       MNDT
 AC8199  HISTORY     - 1980     GOOD             MNDT
 AC8199  HISTORY     - 20080618 GOOD             MNDT
 AC8199
 AC8199                          STATION DESCRIPTION
 AC8199
 AC8199'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8199'THE MARK IS LOCATED 4.9 MILES SOUTH ALONG COUNTY ROAD 3 FROM ITS
 AC8199'JUNCTION WITH TRUNK HIGHWAY 169 AT BELLE PLAINE, THENCE 0.1 MILE WEST
 AC8199'ALONG TRUNK HIGHWAY 19, IN THE SW 1/4 OF SECTION 36, T113N, R25W, ON
 AC8199'THE NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 19 MILEPOINT 141.6 (STATION
 AC8199'400+14).  THE MARK IS 19.5 FEET NORTH OF THE CENTERLINE OF TRUNK
 AC8199'HIGHWAY 19 AND IN THE NORTHEAST CORNER (HEADWALL) OF A 5 FOOT BY 7
 AC8199'FOOT CONCRETE CATTLE PASS UNDER TRUNK HIGHWAY 19.  THE MARK, A
 AC8199'STANDARD MNDT BENCH MARK DISK STAMPED---4004 B 1953---, IS ABOUT 1
 AC8199'FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AC8199
 AC8199                          STATION RECOVERY (2008)
 AC8199
 AC8199'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8199'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF BELLE PLAINE,
 AC8199'5.1 MI (8.2 KM) WEST OF UNION HILL AND 3.3 MI (5.3 KM) NORTH-NORTHWEST
 AC8199'OF SAINT THOMAS.
 AC8199' 
 AC8199'TO REACH TO THE MARK GO 5.0 MI (8.0 KM) SOUTH OF BELLE PLAINE, 0.1 MI
 AC8199'(0.2 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 19 AND COUNTY ROAD 3,
 AC8199'IN NORTHEAST CORNER OF TRUNK HIGHWAY 19 BOX CULVERT (CATTLE PASS),
 AC8199'19.5 FT (5.9 M) NORTH OF TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE
 AC8199'POINT 141.6.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1780 ***********************************************************************
 PP1780  DESIGNATION -  4004 C
 PP1780  PID         -  PP1780
 PP1780  STATE/COUNTY-  MN/LE SUEUR
 PP1780  COUNTRY     -  US
 PP1780  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 PP1780
 PP1780                         *CURRENT SURVEY CONTROL
 PP1780  ______________________________________________________________________
 PP1780* NAD 83(1986) POSITION- 44 32 35.4    (N) 093 50 11.2    (W)   HD_HELD2  
 PP1780* NAVD 88 ORTHO HEIGHT -   290.797  (meters)     954.06  (feet) ADJUSTED  
 PP1780  ______________________________________________________________________
 PP1780  GEOID HEIGHT    -        -27.83  (meters)                     GEOID09
 PP1780  DYNAMIC HEIGHT  -        290.765 (meters)      953.95  (feet) COMP
 PP1780  MODELED GRAVITY -    980,498.0   (mgal)                       NAVD 88
 PP1780
 PP1780  VERT ORDER      -  SECOND    CLASS I
 PP1780
 PP1780.The horizontal coordinates were established by autonomous hand held GPS
 PP1780.observations and have an estimated accuracy of +/- 10 meters.
 PP1780.
 PP1780.The orthometric height was determined by differential leveling and
 PP1780.adjusted in June 1991.
 PP1780
 PP1780.Photographs are available for this station.
 PP1780
 PP1780.The dynamic height is computed by dividing the NAVD 88
 PP1780.geopotential number by the normal gravity value computed on the
 PP1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1780.degrees latitude (g = 980.6199 gals.).
 PP1780
 PP1780.The modeled gravity was interpolated from observed gravity values.
 PP1780
 PP1780;                    North         East    Units  Estimated Accuracy
 PP1780;SPC MN S     -   271,476.      812,997.      MT  (+/- 10 meters HH2 GPS)
 PP1780
 PP1780                          SUPERSEDED SURVEY CONTROL
 PP1780
 PP1780  NGVD 29 (??/??/92)  290.758  (m)          953.93   (f) ADJ UNCH    2 0
 PP1780
 PP1780.Superseded values are not recommended for survey control.
 PP1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1780.See file dsdata.txt to determine how the superseded data were derived.
 PP1780
 PP1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3355332544(NAD 83)
 PP1780
 PP1780_MARKER: DB = BENCH MARK DISK
 PP1780_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1780_SP_SET: BOX CULVERT HEADWALL
 PP1780_STAMPING: 4004 C 1953
 PP1780_MARK LOGO: MNDT  
 PP1780_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1780+STABILITY: SURFACE MOTION
 PP1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1780+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 PP1780
 PP1780  HISTORY     - Date     Condition        Report By
 PP1780  HISTORY     - 1953     MONUMENTED       MNDT
 PP1780  HISTORY     - 1973     GOOD             MNDT
 PP1780  HISTORY     - 1980     GOOD             MNDT
 PP1780  HISTORY     - 19910326 GOOD             MNDT
 PP1780  HISTORY     - 20020429 GOOD             MNDT
 PP1780
 PP1780                          STATION DESCRIPTION
 PP1780
 PP1780'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1780'4.4 MI E FROM HENDERSON.
 PP1780'THE MARK IS 4.4 MILES EAST MEASURED ALONG T.H. 19 FROM THE U.S. POST
 PP1780'OFFICE AT HENDERSON.  IT IS 0.7 MILE EAST OF T.H. 169 MEASURED ALONG
 PP1780'T.H. 19, 21 FEET SOUTH OF CENTERLINE OF T.H. 19 STATION 228+94.  IT IS
 PP1780'A STANDARD DISK IN THE SOUTHEAST CORNER OF A HEADWALL OF A BOX
 PP1780'CULVERT, AT T.H. 19 MILE MARK 138.4.  NE 1/4 SECTION 4, T 112N, R 25W.
 PP1780
 PP1780                          STATION RECOVERY (1980)
 PP1780
 PP1780'RECOVERY NOTE BY MN DEPT OF TRANSP 1980 (EGS)
 PP1780'THE MARK WAS RECOVERED IN GOOD CONDITION, 4.4 MILES EAST ALONG TRUNK
 PP1780'HIGHWAY 19 FROM THE POST OFFICE IN HENDERSON, 0.7 EAST ALONG TRUNK
 PP1780'HIGHWAY 19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169, IN THE NE 1/4 OF
 PP1780'SECTION 4, T112N, R25W.  THE MARK IS 21 FEET SOUTH OF THE CENTERLINE
 PP1780'OF TRUNK HIGHWAY 19 AT MILEPOINT 138.4 (STATION 228+94).  THE MARK, A
 PP1780'STANDARD MNDT BENCH MARK DISK STAMPED---4004 C 1953---, IS SET IN THE
 PP1780'TOP OF THE SOUTHEAST CORNER OF THE SOUTH HEADWALL OF A CONCRETE BOX
 PP1780'CULVERT.
 PP1780
 PP1780                          STATION RECOVERY (1991)
 PP1780
 PP1780'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 PP1780'RECOVERED AS DESCRIBED.
 PP1780
 PP1780                          STATION RECOVERY (2002)
 PP1780
 PP1780'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP1780'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1775 ***********************************************************************
 PP1775  DESIGNATION -  4004 D
 PP1775  PID         -  PP1775
 PP1775  STATE/COUNTY-  MN/LE SUEUR
 PP1775  COUNTRY     -  US
 PP1775  USGS QUAD   -  HENDERSON (1981)
 PP1775
 PP1775                         *CURRENT SURVEY CONTROL
 PP1775  ______________________________________________________________________
 PP1775* NAD 83(1986) POSITION- 44 32 00.     (N) 093 53 07.     (W)   SCALED    
 PP1775* NAVD 88 ORTHO HEIGHT -   235.388  (meters)     772.27  (feet) ADJUSTED  
 PP1775  ______________________________________________________________________
 PP1775  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 PP1775  DYNAMIC HEIGHT  -        235.360 (meters)      772.18  (feet) COMP
 PP1775  MODELED GRAVITY -    980,489.9   (mgal)                       NAVD 88
 PP1775
 PP1775  VERT ORDER      -  SECOND    CLASS 0
 PP1775
 PP1775.The horizontal coordinates were scaled from a topographic map and have
 PP1775.an estimated accuracy of +/- 6 seconds.
 PP1775.
 PP1775.The orthometric height was determined by differential leveling and
 PP1775.adjusted in June 1991.
 PP1775
 PP1775.Photographs are available for this station.
 PP1775
 PP1775.The dynamic height is computed by dividing the NAVD 88
 PP1775.geopotential number by the normal gravity value computed on the
 PP1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1775.degrees latitude (g = 980.6199 gals.).
 PP1775
 PP1775.The modeled gravity was interpolated from observed gravity values.
 PP1775
 PP1775;                    North         East    Units  Estimated Accuracy
 PP1775;SPC MN S     -   270,380.      809,120.      MT  (+/- 180 meters Scaled)
 PP1775
 PP1775                          SUPERSEDED SURVEY CONTROL
 PP1775
 PP1775  NGVD 29 (??/??/92)  235.349  (m)          772.14   (f) ADJ UNCH    2 0
 PP1775
 PP1775.Superseded values are not recommended for survey control.
 PP1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1775.See file dsdata.txt to determine how the superseded data were derived.
 PP1775
 PP1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK296314(NAD 83)
 PP1775
 PP1775_MARKER: DD = SURVEY DISK
 PP1775_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PP1775_SP_SET: BRIDGE
 PP1775_STAMPING: 4004 D 1972
 PP1775_MARK LOGO: MNDT  
 PP1775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1775+STABILITY: SURFACE MOTION
 PP1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1775+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1993
 PP1775
 PP1775  HISTORY     - Date     Condition        Report By
 PP1775  HISTORY     - 1972     MONUMENTED       MNDT
 PP1775  HISTORY     - 1977     GOOD             MNDT
 PP1775  HISTORY     - 19930106 GOOD             MNDT
 PP1775
 PP1775                          STATION DESCRIPTION
 PP1775
 PP1775'DESCRIBED BY MN DEPT OF TRANSP 1977
 PP1775'1.1 MI ENE FROM HENDERSON.
 PP1775'THE BENCH MARK IS LOCATED 1.1 MILES EAST-NORTHEAST ALONG TRUNK HIGHWAY
 PP1775'19 FROM THE POST OFFICE AT HENDERSON, IN THE NORTHEAST CORNER OF
 PP1775'BRIDGE NUMBER 5369 (TH 19 OVER THE CHICAGO AND NORTHWESTERN RAILWAY),
 PP1775'IN THE SIDEWALK 6 INCHES FROM THE BRIDGE RAILING.  TH 19 MILE POINT
 PP1775'135.2.  SW 1/4, SEC 6, T 112N, R25W.
 PP1775
 PP1775                          STATION RECOVERY (1993)
 PP1775
 PP1775'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP1775'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1777 ***********************************************************************
 PP1777  DESIGNATION -  4004 E
 PP1777  PID         -  PP1777
 PP1777  STATE/COUNTY-  MN/SCOTT
 PP1777  COUNTRY     -  US
 PP1777  USGS QUAD   -  HENDERSON (1981)
 PP1777
 PP1777                         *CURRENT SURVEY CONTROL
 PP1777  ______________________________________________________________________
 PP1777* NAD 83(1986) POSITION- 44 32 35.60   (N) 093 53 03.94   (W)   HD_HELD1  
 PP1777* NAVD 88 ORTHO HEIGHT -   297.472  (meters)     975.96  (feet) ADJUSTED  
 PP1777  ______________________________________________________________________
 PP1777  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 PP1777  DYNAMIC HEIGHT  -        297.437 (meters)      975.84  (feet) COMP
 PP1777  MODELED GRAVITY -    980,492.4   (mgal)                       NAVD 88
 PP1777
 PP1777  VERT ORDER      -  SECOND    CLASS I
 PP1777
 PP1777.The horizontal coordinates were established by differentially corrected
 PP1777.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1777.
 PP1777.The orthometric height was determined by differential leveling and
 PP1777.adjusted in March 2011.
 PP1777
 PP1777.The dynamic height is computed by dividing the NAVD 88
 PP1777.geopotential number by the normal gravity value computed on the
 PP1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1777.degrees latitude (g = 980.6199 gals.).
 PP1777
 PP1777.The modeled gravity was interpolated from observed gravity values.
 PP1777
 PP1777;                    North         East    Units  Estimated Accuracy
 PP1777;SPC MN S     -   271,476.0     809,183.9     MT  (+/- 3 meters HH1 GPS) 
 PP1777
 PP1777                          SUPERSEDED SURVEY CONTROL
 PP1777
 PP1777  NAVD 88 (01/13/98)  297.466  (m)          975.94   (f) SUPERSEDED  2 0
 PP1777  NAVD 88 (06/15/91)  297.486  (m)          976.00   (f) SUPERSEDED  2 0
 PP1777  NGVD 29 (??/??/92)  297.446  (m)          975.87   (f) ADJ UNCH    2 0
 PP1777
 PP1777.Superseded values are not recommended for survey control.
 PP1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1777.See file dsdata.txt to determine how the superseded data were derived.
 PP1777
 PP1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2974132590(NAD 83)
 PP1777
 PP1777_MARKER: DB = BENCH MARK DISK
 PP1777_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1777_STAMPING: 4004 E 1972
 PP1777_MARK LOGO: MNDT  
 PP1777_PROJECTION: FLUSH
 PP1777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PP1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP1777+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2008
 PP1777
 PP1777  HISTORY     - Date     Condition        Report By
 PP1777  HISTORY     - 1972     MONUMENTED       MNDT
 PP1777  HISTORY     - 1973     GOOD             MNDT
 PP1777  HISTORY     - 19930407 GOOD             MNDT
 PP1777  HISTORY     - 20020507 GOOD             MNDT
 PP1777  HISTORY     - 20080617 GOOD             MNDT
 PP1777
 PP1777                          STATION DESCRIPTION
 PP1777
 PP1777'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1777'1.6 MI NE FROM HENDERSON.
 PP1777'THE MARK IS 1.9 MILES NORTHEAST MEASURED ALONG T.H. 19 FROM THE U.S.
 PP1777'POST OFFICE AT HENDERSON, MINNESOTA.  IT IS AT A TOWNSHIP ROAD GOING
 PP1777'SOUTH, 41 FEET NORTH OF CENTERLINE OF T.H. 19, 6 FEET EAST OF POWER
 PP1777'POLE.  IT IS 1.0 FEET SOUTH OF A STEEL WITNESS POST, AT T.H. 19 MILE
 PP1777'MARKER 136.0, IN A 6 FOOT PRECAST REINFORCED CONCRETE POST SET FLUSH
 PP1777'WITH THE GROUND.  SW 1/4 SECTION 31, T 113N, R 25W.
 PP1777
 PP1777                          STATION RECOVERY (1993)
 PP1777
 PP1777'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP1777'RECOVERED AS DESCRIBED.
 PP1777
 PP1777                          STATION RECOVERY (2002)
 PP1777
 PP1777'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 PP1777'RECOVERED AS DESCRIBED.
 PP1777
 PP1777                          STATION RECOVERY (2008)
 PP1777
 PP1777'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 PP1777'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF SAINT
 PP1777'THOMAS, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF LE SUEUR AND 1.5 MI (2.4
 PP1777'KM) NORTHEAST OF HENDERSON.
 PP1777' 
 PP1777'TO REACH TO THE MARK GO 41 FT (12.5 M) NORTH OF TRUNK HIGHWAY 19, 6 FT
 PP1777'(1.8 M) EAST OF POWER POLE, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST, AT
 PP1777'TRUNK HIGHWAY 19 MILE POINT 136.0.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1778 ***********************************************************************
 PP1778  DESIGNATION -  4004 F
 PP1778  PID         -  PP1778
 PP1778  STATE/COUNTY-  MN/LE SUEUR
 PP1778  COUNTRY     -  US
 PP1778  USGS QUAD   -  HENDERSON (1981)
 PP1778
 PP1778                         *CURRENT SURVEY CONTROL
 PP1778  ______________________________________________________________________
 PP1778* NAD 83(1986) POSITION- 44 32 34.     (N) 093 52 43.     (W)   SCALED    
 PP1778* NAVD 88 ORTHO HEIGHT -   285.868  (meters)     937.89  (feet) ADJUSTED  
 PP1778  ______________________________________________________________________
 PP1778  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 PP1778  DYNAMIC HEIGHT  -        285.835 (meters)      937.78  (feet) COMP
 PP1778  MODELED GRAVITY -    980,493.2   (mgal)                       NAVD 88
 PP1778
 PP1778  VERT ORDER      -  SECOND    CLASS 0
 PP1778
 PP1778.The horizontal coordinates were scaled from a topographic map and have
 PP1778.an estimated accuracy of +/- 6 seconds.
 PP1778.
 PP1778.The orthometric height was determined by differential leveling and
 PP1778.adjusted in June 1991.
 PP1778
 PP1778.Photographs are available for this station.
 PP1778
 PP1778.The dynamic height is computed by dividing the NAVD 88
 PP1778.geopotential number by the normal gravity value computed on the
 PP1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1778.degrees latitude (g = 980.6199 gals.).
 PP1778
 PP1778.The modeled gravity was interpolated from observed gravity values.
 PP1778
 PP1778;                    North         East    Units  Estimated Accuracy
 PP1778;SPC MN S     -   271,430.      809,650.      MT  (+/- 180 meters Scaled)
 PP1778
 PP1778                          SUPERSEDED SURVEY CONTROL
 PP1778
 PP1778  NGVD 29 (??/??/92)  285.829  (m)          937.76   (f) ADJ UNCH    2 0
 PP1778
 PP1778.Superseded values are not recommended for survey control.
 PP1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1778.See file dsdata.txt to determine how the superseded data were derived.
 PP1778
 PP1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK302325(NAD 83)
 PP1778
 PP1778_MARKER: DD = SURVEY DISK
 PP1778_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PP1778_SP_SET: BOX CULVERT
 PP1778_STAMPING: 4004 F 1972
 PP1778_MARK LOGO: MNDT  
 PP1778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1778+STABILITY: SURFACE MOTION
 PP1778
 PP1778  HISTORY     - Date     Condition        Report By
 PP1778  HISTORY     - 1972     MONUMENTED       MNDT
 PP1778  HISTORY     - 1973     GOOD             MNDT
 PP1778  HISTORY     - 19930106 SEE DESCRIPTION  MNDT
 PP1778
 PP1778                          STATION DESCRIPTION
 PP1778
 PP1778'DESCRIBED BY MN DEPT OF TRANSP 1973
 PP1778'1.8 MI NE FROM HENDERSON.
 PP1778'THE MARK IS 2.2 MILES NORTHEAST MEASURED ALONG T.H. 19 FROM THE U.S.
 PP1778'POST OFFICE AT HENDERSON, MINNESOTA.  IT IS 1.5 MILES WEST OF T.H.
 PP1778'169, 0.3 MILE EAST OF A TOWNSHIP ROAD TO THE SOUTH, 40 FEET SOUTH OF
 PP1778'THE CENTERLINE OF T.H. 19, AT T.H. 19 MILE MARKER 136.3.  IT IS IN THE
 PP1778'SOUTHEAST CORNER OF A HEADWALL OF A BOX CULVERT.  NW 1/4 SECTION 6, T
 PP1778'112N, R 25W.
 PP1778
 PP1778                          STATION RECOVERY (1993)
 PP1778
 PP1778'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 PP1778'THE MARK APPEARS TO HAVE BEEN COVERED UP WITH WASTE BITUMINOUS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8177 ***********************************************************************
 AC8177  DESIGNATION -  4004 H
 AC8177  PID         -  AC8177
 AC8177  STATE/COUNTY-  MN/LE SUEUR
 AC8177  COUNTRY     -  US
 AC8177  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8177
 AC8177                         *CURRENT SURVEY CONTROL
 AC8177  ______________________________________________________________________
 AC8177* NAD 83(1986) POSITION- 44 32 34.7    (N) 093 49 25.4    (W)   HD_HELD2  
 AC8177* NAVD 88 ORTHO HEIGHT -   295.109  (meters)     968.20  (feet) ADJUSTED  
 AC8177  ______________________________________________________________________
 AC8177  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 AC8177  DYNAMIC HEIGHT  -        295.076 (meters)      968.10  (feet) COMP
 AC8177  MODELED GRAVITY -    980,498.6   (mgal)                       NAVD 88
 AC8177
 AC8177  VERT ORDER      -  SECOND    CLASS I
 AC8177
 AC8177.The horizontal coordinates were established by autonomous hand held GPS
 AC8177.observations and have an estimated accuracy of +/- 10 meters.
 AC8177.
 AC8177.The orthometric height was determined by differential leveling and
 AC8177.adjusted in September 1997.
 AC8177
 AC8177.Photographs are available for this station.
 AC8177
 AC8177.The dynamic height is computed by dividing the NAVD 88
 AC8177.geopotential number by the normal gravity value computed on the
 AC8177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8177.degrees latitude (g = 980.6199 gals.).
 AC8177
 AC8177.The modeled gravity was interpolated from observed gravity values.
 AC8177
 AC8177;                    North         East    Units  Estimated Accuracy
 AC8177;SPC MN S     -   271,457.      814,008.      MT  (+/- 10 meters HH2 GPS)
 AC8177
 AC8177                          SUPERSEDED SURVEY CONTROL
 AC8177
 AC8177.No superseded survey control is available for this station.
 AC8177
 AC8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3456432512(NAD 83)
 AC8177
 AC8177_MARKER: DV = VERTICAL CONTROL DISK
 AC8177_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8177_STAMPING: 4004 H 1980
 AC8177_MARK LOGO: MNDT  
 AC8177_PROJECTION: RECESSED 8 CENTIMETERS
 AC8177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8177+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 AC8177
 AC8177  HISTORY     - Date     Condition        Report By
 AC8177  HISTORY     - 1980     MONUMENTED       MNDT
 AC8177  HISTORY     - 20020429 GOOD             MNDT
 AC8177
 AC8177                          STATION DESCRIPTION
 AC8177
 AC8177'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8177'THE MARK IS LOCATED 1.2 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8177'JUNCTION WITH TRUNK HIGHWAY 169, IN THE NE 1/4 OF SECTION 3, T112N,
 AC8177'R25W.  THE MARK IS 93 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 AC8177'AT MILEPOINT 139.05, 35 FEET EAST OF THE CENTER OF A FARM DRIVEWAY, 23
 AC8177'FEET SOUTH OF A TELEPHONE PEDESTAL, AND 2.0 FEET NORTH OF A STEEL
 AC8177'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8177'DISK STAMPED---4004 H 1980---, IS SET ON THE TOP OF A 5/8 INCH
 AC8177'DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL
 AC8177'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AC8177'INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8177
 AC8177                          STATION RECOVERY (2002)
 AC8177
 AC8177'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AC8177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8178 ***********************************************************************
 AC8178  DESIGNATION -  4004 J
 AC8178  PID         -  AC8178
 AC8178  STATE/COUNTY-  MN/SCOTT
 AC8178  COUNTRY     -  US
 AC8178  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8178
 AC8178                         *CURRENT SURVEY CONTROL
 AC8178  ______________________________________________________________________
 AC8178* NAD 83(1986) POSITION- 44 32 35.86   (N) 093 48 42.87   (W)   HD_HELD1  
 AC8178* NAVD 88 ORTHO HEIGHT -   293.941  (meters)     964.37  (feet) ADJUSTED  
 AC8178  ______________________________________________________________________
 AC8178  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 AC8178  DYNAMIC HEIGHT  -        293.909 (meters)      964.27  (feet) COMP
 AC8178  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 AC8178
 AC8178  VERT ORDER      -  SECOND    CLASS I
 AC8178
 AC8178.The horizontal coordinates were established by differentially corrected
 AC8178.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8178.
 AC8178.The orthometric height was determined by differential leveling and
 AC8178.adjusted in September 1997.
 AC8178
 AC8178.The dynamic height is computed by dividing the NAVD 88
 AC8178.geopotential number by the normal gravity value computed on the
 AC8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8178.degrees latitude (g = 980.6199 gals.).
 AC8178
 AC8178.The modeled gravity was interpolated from observed gravity values.
 AC8178
 AC8178;                    North         East    Units  Estimated Accuracy
 AC8178;SPC MN S     -   271,494.8     814,946.6     MT  (+/- 3 meters HH1 GPS) 
 AC8178
 AC8178                          SUPERSEDED SURVEY CONTROL
 AC8178
 AC8178.No superseded survey control is available for this station.
 AC8178
 AC8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3550232538(NAD 83)
 AC8178
 AC8178_MARKER: DV = VERTICAL CONTROL DISK
 AC8178_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC8178+WITH SETTING: INFORMATION.
 AC8178_STAMPING: 4004 J 1980
 AC8178_MARK LOGO: MNDT  
 AC8178_PROJECTION: FLUSH
 AC8178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8178+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8178
 AC8178  HISTORY     - Date     Condition        Report By
 AC8178  HISTORY     - 1980     MONUMENTED       MNDT
 AC8178  HISTORY     - 20080618 GOOD             MNDT
 AC8178
 AC8178                          STATION DESCRIPTION
 AC8178
 AC8178'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8178'THE MARK IS LOCATED 1.8 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8178'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SE 1/4 OF SECTION 34, T113N,
 AC8178'R25W, AT THE SOUTH EDGE OF THE REDEEMER LUTHERAN CHURCH CEMETERY.  THE
 AC8178'MARK IS 47 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT
 AC8178'MILEPOINT 139.65, 41 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE
 AC8178'CEMETERY, 22 FEET WEST OF A POWER POLE, AND 3.0 FEET SOUTH OF A STEEL
 AC8178'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8178'DISK STAMPED---4004 J 1980---, IS SET ON THE TOP OF A 5/8 INCH
 AC8178'DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL
 AC8178'SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AC8178'INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8178
 AC8178                          STATION RECOVERY (2008)
 AC8178
 AC8178'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8178'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF BELLE
 AC8178'PLAINE, 4.8 MI (7.7 KM) EAST-NORTHEAST OF HENDERSON AND 4.1 MI (6.6
 AC8178'KM) NORTHWEST OF SAINT THOMAS.
 AC8178' 
 AC8178'TO REACH TO THE MARK GO 1.8 MI (2.9 KM) EAST OF THE JUNCTION OF TRUNK
 AC8178'HIGHWAY 19 AND TRUNK HIGHWAY 169, AT SOUTH EDGE OF CEMETERY, 47 FT
 AC8178'(14.3 M) NORTH OF TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT
 AC8178'139.65, 41 FT (12.5 M) WEST OF CEMETERY ENTRANCE, 22 FT (6.7 M) WEST
 AC8178'OF POWER POLE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8179 ***********************************************************************
 AC8179  DESIGNATION -  4004 K
 AC8179  PID         -  AC8179
 AC8179  STATE/COUNTY-  MN/SCOTT
 AC8179  COUNTRY     -  US
 AC8179  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8179
 AC8179                         *CURRENT SURVEY CONTROL
 AC8179  ______________________________________________________________________
 AC8179* NAD 83(1986) POSITION- 44 32 36.     (N) 093 48 04.     (W)   SCALED    
 AC8179* NAVD 88 ORTHO HEIGHT -   295.333  (meters)     968.94  (feet) ADJUSTED  
 AC8179  ______________________________________________________________________
 AC8179  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 AC8179  DYNAMIC HEIGHT  -        295.301 (meters)      968.83  (feet) COMP
 AC8179  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 AC8179
 AC8179  VERT ORDER      -  SECOND    CLASS I
 AC8179
 AC8179.The horizontal coordinates were scaled from a topographic map and have
 AC8179.an estimated accuracy of +/- 6 seconds.
 AC8179.
 AC8179.The orthometric height was determined by differential leveling and
 AC8179.adjusted in September 1997.
 AC8179
 AC8179.The dynamic height is computed by dividing the NAVD 88
 AC8179.geopotential number by the normal gravity value computed on the
 AC8179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8179.degrees latitude (g = 980.6199 gals.).
 AC8179
 AC8179.The modeled gravity was interpolated from observed gravity values.
 AC8179
 AC8179;                    North         East    Units  Estimated Accuracy
 AC8179;SPC MN S     -   271,500.      815,810.      MT  (+/- 180 meters Scaled)
 AC8179
 AC8179                          SUPERSEDED SURVEY CONTROL
 AC8179
 AC8179.No superseded survey control is available for this station.
 AC8179
 AC8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK363325(NAD 83)
 AC8179
 AC8179_MARKER: DD = SURVEY DISK
 AC8179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8179_STAMPING: 4004 K 1980
 AC8179_MARK LOGO: MNDT  
 AC8179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8179
 AC8179  HISTORY     - Date     Condition        Report By
 AC8179  HISTORY     - 1980     MONUMENTED       MNDT
 AC8179  HISTORY     - 20080618 MARK NOT FOUND   MNDT
 AC8179
 AC8179                          STATION DESCRIPTION
 AC8179
 AC8179'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8179'THE MARK IS LOCATED 2.45 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8179'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SW 1/4 OF SECTION 35, T113N,
 AC8179'R25W.  THE MARK IS 75 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 AC8179'AT MILEPOINT 140.3, 139 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 53,
 AC8179'7 FEET EAST OF A POWER POLE, AND 1.0 FOOT SOUTH OF A STEEL WITNESS
 AC8179'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8179'STAMPED---4004 K 1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 AC8179'8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF SIGN POST BOLTED
 AC8179'TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER
 AC8179'HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8179
 AC8179                          STATION RECOVERY (2008)
 AC8179
 AC8179'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8179'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8180 ***********************************************************************
 AC8180  DESIGNATION -  4004 L
 AC8180  PID         -  AC8180
 AC8180  STATE/COUNTY-  MN/SCOTT
 AC8180  COUNTRY     -  US
 AC8180  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8180
 AC8180                         *CURRENT SURVEY CONTROL
 AC8180  ______________________________________________________________________
 AC8180* NAD 83(1986) POSITION- 44 32 36.35   (N) 093 47 20.87   (W)   HD_HELD1  
 AC8180* NAVD 88 ORTHO HEIGHT -   303.191  (meters)     994.72  (feet) ADJUSTED  
 AC8180  ______________________________________________________________________
 AC8180  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 AC8180  DYNAMIC HEIGHT  -        303.158 (meters)      994.61  (feet) COMP
 AC8180  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 AC8180
 AC8180  VERT ORDER      -  SECOND    CLASS I
 AC8180
 AC8180.The horizontal coordinates were established by differentially corrected
 AC8180.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8180.
 AC8180.The orthometric height was determined by differential leveling and
 AC8180.adjusted in September 1997.
 AC8180
 AC8180.The dynamic height is computed by dividing the NAVD 88
 AC8180.geopotential number by the normal gravity value computed on the
 AC8180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8180.degrees latitude (g = 980.6199 gals.).
 AC8180
 AC8180.The modeled gravity was interpolated from observed gravity values.
 AC8180
 AC8180;                    North         East    Units  Estimated Accuracy
 AC8180;SPC MN S     -   271,514.3     816,756.6     MT  (+/- 3 meters HH1 GPS) 
 AC8180
 AC8180                          SUPERSEDED SURVEY CONTROL
 AC8180
 AC8180.No superseded survey control is available for this station.
 AC8180
 AC8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3731232536(NAD 83)
 AC8180
 AC8180_MARKER: DV = VERTICAL CONTROL DISK
 AC8180_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC8180+WITH SETTING: INFORMATION.
 AC8180_STAMPING: 4004 L 1980
 AC8180_MARK LOGO: MNDT  
 AC8180_PROJECTION: FLUSH
 AC8180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8180+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8180
 AC8180  HISTORY     - Date     Condition        Report By
 AC8180  HISTORY     - 1980     MONUMENTED       MNDT
 AC8180  HISTORY     - 20080618 GOOD             MNDT
 AC8180
 AC8180                          STATION DESCRIPTION
 AC8180
 AC8180'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8180'THE MARK IS LOCATED 2.9 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8180'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SE 1/4 OF SECTION 35, T113N,
 AC8180'R25W.  THE MARK IS 69 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 AC8180'AT MILEPOINT 140.75, 170 FEET WEST OF THE CENTERLINE OF COUNTY ROAD
 AC8180'119 ENTENDED NORTH, 49 FEET WEST OF A POWER POLE, AND 2.0 FEET SOUTH
 AC8180'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8180'MONUMENT DISK STAMPED---4004 L 1980---, IS SET ON THE TOP OF A 5/8
 AC8180'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8180'STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8180'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8180'GROUND.
 AC8180
 AC8180                          STATION RECOVERY (2008)
 AC8180
 AC8180'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8180'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) EAST OF HENDERSON, 5.6 MI
 AC8180'(9.0 KM) SOUTH OF BELLE PLAINE AND 3.5 MI (5.6 KM) NORTH-NORTHWEST OF
 AC8180'SAINT THOMAS.
 AC8180' 
 AC8180'TO REACH TO THE MARK GO2.9 MILES EAST OF THE JUNCTION OF TRUNK HIGHWAY
 AC8180'19 AND TRUNK HIGHWAY 169, 69 FT (21.0 M) NORTH OF TRUNK HIGHWAY 19, AT
 AC8180'TRUNK HIGHWAY 19 MILE POINT 140.75, 170 FT (51.8 M) WEST OF COUNTY
 AC8180'ROAD 119 EXTENDED, 49 FT (14.9 M) WEST OF POWER POLE, 2.0 FT (0.6 M)
 AC8180'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8181 ***********************************************************************
 AC8181  DESIGNATION -  4004 M
 AC8181  PID         -  AC8181
 AC8181  STATE/COUNTY-  MN/SCOTT
 AC8181  COUNTRY     -  US
 AC8181  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8181
 AC8181                         *CURRENT SURVEY CONTROL
 AC8181  ______________________________________________________________________
 AC8181* NAD 83(1986) POSITION- 44 32 36.     (N) 093 46 37.     (W)   SCALED    
 AC8181* NAVD 88 ORTHO HEIGHT -   305.293  (meters)    1001.62  (feet) ADJUSTED  
 AC8181  ______________________________________________________________________
 AC8181  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 AC8181  DYNAMIC HEIGHT  -        305.260 (meters)     1001.51  (feet) COMP
 AC8181  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 AC8181
 AC8181  VERT ORDER      -  SECOND    CLASS I
 AC8181
 AC8181.The horizontal coordinates were scaled from a topographic map and have
 AC8181.an estimated accuracy of +/- 6 seconds.
 AC8181.
 AC8181.The orthometric height was determined by differential leveling and
 AC8181.adjusted in September 1997.
 AC8181
 AC8181.The dynamic height is computed by dividing the NAVD 88
 AC8181.geopotential number by the normal gravity value computed on the
 AC8181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8181.degrees latitude (g = 980.6199 gals.).
 AC8181
 AC8181.The modeled gravity was interpolated from observed gravity values.
 AC8181
 AC8181;                    North         East    Units  Estimated Accuracy
 AC8181;SPC MN S     -   271,510.      817,730.      MT  (+/- 180 meters Scaled)
 AC8181
 AC8181                          SUPERSEDED SURVEY CONTROL
 AC8181
 AC8181.No superseded survey control is available for this station.
 AC8181
 AC8181_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK382325(NAD 83)
 AC8181
 AC8181_MARKER: DD = SURVEY DISK
 AC8181_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AC8181+WITH SETTING: INTO GROUND
 AC8181_STAMPING: 4004 M 1980
 AC8181_MARK LOGO: MNDT  
 AC8181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8181
 AC8181  HISTORY     - Date     Condition        Report By
 AC8181  HISTORY     - 1980     MONUMENTED       MNDT
 AC8181  HISTORY     - 20080618 MARK NOT FOUND   MNDT
 AC8181
 AC8181                          STATION DESCRIPTION
 AC8181
 AC8181'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8181'THE MARK IS LOCATED 3.55 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8181'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SE 1/4 OF SECTION 36, T113N,
 AC8181'R25W.  THE MARK IS 69 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 AC8181'AT MILEPOINT 141.358 15 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 4
 AC8181'FEET SOUTHWEST OF A POWER POLE, AND 1.5 FEET SOUTH OF A STEEL WITNESS
 AC8181'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8181'STAMPED---4004 M 1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 AC8181'8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL FENCE POST
 AC8181'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AC8181'DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8181
 AC8181                          STATION RECOVERY (2008)
 AC8181
 AC8181'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8181'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8182 ***********************************************************************
 AC8182  DESIGNATION -  4004 N
 AC8182  PID         -  AC8182
 AC8182  STATE/COUNTY-  MN/SCOTT
 AC8182  COUNTRY     -  US
 AC8182  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AC8182
 AC8182                         *CURRENT SURVEY CONTROL
 AC8182  ______________________________________________________________________
 AC8182* NAD 83(1986) POSITION- 44 32 36.37   (N) 093 45 55.61   (W)   HD_HELD1  
 AC8182* NAVD 88 ORTHO HEIGHT -   299.350  (meters)     982.12  (feet) ADJUSTED  
 AC8182  ______________________________________________________________________
 AC8182  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 AC8182  DYNAMIC HEIGHT  -        299.317 (meters)      982.01  (feet) COMP
 AC8182  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 AC8182
 AC8182  VERT ORDER      -  SECOND    CLASS I
 AC8182
 AC8182.The horizontal coordinates were established by differentially corrected
 AC8182.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8182.
 AC8182.The orthometric height was determined by differential leveling and
 AC8182.adjusted in September 1997.
 AC8182
 AC8182.The dynamic height is computed by dividing the NAVD 88
 AC8182.geopotential number by the normal gravity value computed on the
 AC8182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8182.degrees latitude (g = 980.6199 gals.).
 AC8182
 AC8182.The modeled gravity was interpolated from observed gravity values.
 AC8182
 AC8182;                    North         East    Units  Estimated Accuracy
 AC8182;SPC MN S     -   271,520.1     818,638.6     MT  (+/- 3 meters HH1 GPS) 
 AC8182
 AC8182                          SUPERSEDED SURVEY CONTROL
 AC8182
 AC8182.No superseded survey control is available for this station.
 AC8182
 AC8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3919332518(NAD 83)
 AC8182
 AC8182_MARKER: DD = SURVEY DISK
 AC8182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8182_STAMPING: 4004 N 1980
 AC8182_MARK LOGO: MNDT  
 AC8182_PROJECTION: FLUSH
 AC8182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8182+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8182
 AC8182  HISTORY     - Date     Condition        Report By
 AC8182  HISTORY     - 1980     MONUMENTED       MNDT
 AC8182  HISTORY     - 20080618 GOOD             MNDT
 AC8182
 AC8182                          STATION DESCRIPTION
 AC8182
 AC8182'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8182'THE MARK IS LOCATED 4.05 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8182'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SW 1/4 OF SECTION 31, T113N,
 AC8182'R24W, ABOUT 750 FEET EAST OF COUNTY ROAD 11 TO THE SOUTH AND COUNTY
 AC8182'ROAD 3 TO THE NORTH.  THE MARK IS 76 FEET NORTH OF THE CENTERLINE OF
 AC8182'TRUNK HIGHWAY 19 AT MILEPOINT 141.85, 83 FEET NORTHWEST OF THE NORTH
 AC8182'END OF A 30 INCH DIAMETER METAL CULVERT UNDER TRUNK HIGHWAY 19, 3.5
 AC8182'FEET SOUTHWEST OF A POWER POLE, AND 3.0 FEET SOUTH OF A STEEL WITNESS
 AC8182'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8182'STAMPED---4004 N 1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 AC8182'18 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 AC8182'SURFACE OF THE GROUND.
 AC8182
 AC8182                          STATION RECOVERY (2008)
 AC8182
 AC8182'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8182'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF BELLE PLAINE,
 AC8182'4.9 MI (7.9 KM) WEST OF UNION HILL AND 3.2 MI (5.1 KM) NORTH OF SAINT
 AC8182'THOMAS.
 AC8182' 
 AC8182'TO REACH TO THE MARK GO 4.05 MI (6.5 KM) EAST OF THE JUNCTION OF TRUNK
 AC8182'HIGHWAY 19 AND TRUNK HIGHWAY 169, 750 FT (228.6 M) EAST OF COUNTY ROAD
 AC8182'11 AND COUNTY ROAD 3, 76 FT (23.2 M) NORTH OF TRUNK HIGHWAY 19, AT
 AC8182'TRUNK HIGHWAY 19 MILE POINT 141.85, 83 FT (25.3 M) NORTHWEST OF NORTH
 AC8182'END OF METAL CULVERT, 6.5 FT (2.0 M) SOUTHWEST OF POWER POLE, 1.0 FT
 AC8182'(0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8184 ***********************************************************************
 AC8184  DESIGNATION -  4004 P
 AC8184  PID         -  AC8184
 AC8184  STATE/COUNTY-  MN/SCOTT
 AC8184  COUNTRY     -  US
 AC8184  USGS QUAD   -  UNION HILL (1981)
 AC8184
 AC8184                         *CURRENT SURVEY CONTROL
 AC8184  ______________________________________________________________________
 AC8184* NAD 83(1986) POSITION- 44 32 36.42   (N) 093 44 37.19   (W)   HD_HELD1  
 AC8184* NAVD 88 ORTHO HEIGHT -   303.623  (meters)     996.14  (feet) ADJUSTED  
 AC8184  ______________________________________________________________________
 AC8184  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 AC8184  DYNAMIC HEIGHT  -        303.590 (meters)      996.03  (feet) COMP
 AC8184  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 AC8184
 AC8184  VERT ORDER      -  SECOND    CLASS I
 AC8184
 AC8184.The horizontal coordinates were established by differentially corrected
 AC8184.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8184.
 AC8184.The orthometric height was determined by differential leveling and
 AC8184.adjusted in September 1997.
 AC8184
 AC8184.The dynamic height is computed by dividing the NAVD 88
 AC8184.geopotential number by the normal gravity value computed on the
 AC8184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8184.degrees latitude (g = 980.6199 gals.).
 AC8184
 AC8184.The modeled gravity was interpolated from observed gravity values.
 AC8184
 AC8184;                    North         East    Units  Estimated Accuracy
 AC8184;SPC MN S     -   271,526.8     820,369.5     MT  (+/- 3 meters HH1 GPS) 
 AC8184
 AC8184                          SUPERSEDED SURVEY CONTROL
 AC8184
 AC8184.No superseded survey control is available for this station.
 AC8184
 AC8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4092432504(NAD 83)
 AC8184
 AC8184_MARKER: DV = VERTICAL CONTROL DISK
 AC8184_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC8184+WITH SETTING: INFORMATION.
 AC8184_STAMPING: 4004 P 1980
 AC8184_MARK LOGO: MNDT  
 AC8184_PROJECTION: FLUSH
 AC8184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8184+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8184
 AC8184  HISTORY     - Date     Condition        Report By
 AC8184  HISTORY     - 1980     MONUMENTED       MNDT
 AC8184  HISTORY     - 20080618 GOOD             MNDT
 AC8184
 AC8184                          STATION DESCRIPTION
 AC8184
 AC8184'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8184'THE MARK IS LOCATED 5.1 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8184'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SW 1/4 OF SECTION 32, T113N,
 AC8184'R24W.  THE MARK IS 70 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 AC8184'AT MILEPOINT 142.9, 181 FEET WEST OF A POWER POLE WITH AN ANCHOR, 173
 AC8184'FEET EAST OF A POWER POLE, AND 0.5 FOOT SOUTH OF A STEEL WITNESS POST.
 AC8184'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8184'STAMPED---4004 P 1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 AC8184'8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL SIGN POST
 AC8184'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AC8184'DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8184
 AC8184                          STATION RECOVERY (2008)
 AC8184
 AC8184'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8184'THE STATION IS LOCATED ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF BELLE
 AC8184'PLAINE, 3.8 MI (6.1 KM) WEST OF UNION HILL AND 3.2 MI (5.1 KM)
 AC8184'NORTH-NORTHEAST OF SAINT THOMAS.
 AC8184' 
 AC8184'TO REACH TO THE MARK GO 5.1 MI (8.2 KM) EAST OF THE JUNCTION OF TRUNK
 AC8184'HIGHWAY 19 AND TRUNK HIGHWAY 169, 70 FT (21.3 M) NORTH OF TRUNK
 AC8184'HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT 142.9, 181 FT (55.2 M) WEST
 AC8184'OF POWER POLE, 173 FT (52.7 M) EAST OF POWER POLE, 1.0 FT (0.3 M) EAST
 AC8184'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8185 ***********************************************************************
 AC8185  DESIGNATION -  4004 Q
 AC8185  PID         -  AC8185
 AC8185  STATE/COUNTY-  MN/SCOTT
 AC8185  COUNTRY     -  US
 AC8185  USGS QUAD   -  UNION HILL (1981)
 AC8185
 AC8185                         *CURRENT SURVEY CONTROL
 AC8185  ______________________________________________________________________
 AC8185* NAD 83(1986) POSITION- 44 32 36.     (N) 093 43 49.     (W)   SCALED    
 AC8185* NAVD 88 ORTHO HEIGHT -   303.024  (meters)     994.17  (feet) ADJUSTED  
 AC8185  ______________________________________________________________________
 AC8185  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 AC8185  DYNAMIC HEIGHT  -        302.992 (meters)      994.07  (feet) COMP
 AC8185  MODELED GRAVITY -    980,501.8   (mgal)                       NAVD 88
 AC8185
 AC8185  VERT ORDER      -  SECOND    CLASS I
 AC8185
 AC8185.The horizontal coordinates were scaled from a topographic map and have
 AC8185.an estimated accuracy of +/- 6 seconds.
 AC8185.
 AC8185.The orthometric height was determined by differential leveling and
 AC8185.adjusted in September 1997.
 AC8185
 AC8185.The dynamic height is computed by dividing the NAVD 88
 AC8185.geopotential number by the normal gravity value computed on the
 AC8185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8185.degrees latitude (g = 980.6199 gals.).
 AC8185
 AC8185.The modeled gravity was interpolated from observed gravity values.
 AC8185
 AC8185;                    North         East    Units  Estimated Accuracy
 AC8185;SPC MN S     -   271,520.      821,430.      MT  (+/- 180 meters Scaled)
 AC8185
 AC8185                          SUPERSEDED SURVEY CONTROL
 AC8185
 AC8185.No superseded survey control is available for this station.
 AC8185
 AC8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK419324(NAD 83)
 AC8185
 AC8185_MARKER: DD = SURVEY DISK
 AC8185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8185_STAMPING: 4004 Q 1980
 AC8185_MARK LOGO: MNDT  
 AC8185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8185
 AC8185  HISTORY     - Date     Condition        Report By
 AC8185  HISTORY     - 1980     MONUMENTED       MNDT
 AC8185  HISTORY     - 20080618 MARK NOT FOUND   MNDT
 AC8185
 AC8185                          STATION DESCRIPTION
 AC8185
 AC8185'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8185'THE MARK IS LOCATED 5.75 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8185'JUNCTION WITH TRUNK HIGHWAY 169, IN THE SE 1/4 OF SECTION 32, T113N,
 AC8185'R24W.  THE MARK IS 68 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 19
 AC8185'AT MILEPOINT 143.55, 19 FEET WEST OF THE CENTER OF A FARM ENTRANCE, 8
 AC8185'FEET SOUTH OF A POWER POLE WITH AN ANCHOR, AND 6.0 FEET SOUTH OF A
 AC8185'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8185'MONUMENT DISK STAMPED---4004 Q 1980---, IS SET ON THE TOP OF A 5/8
 AC8185'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8185'STEEL SIGN POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8185'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8185'GROUND.
 AC8185
 AC8185                          STATION RECOVERY (2008)
 AC8185
 AC8185'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8185'THE MARK WASS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8186 ***********************************************************************
 AC8186  DESIGNATION -  4004 R
 AC8186  PID         -  AC8186
 AC8186  STATE/COUNTY-  MN/SCOTT
 AC8186  COUNTRY     -  US
 AC8186  USGS QUAD   -  UNION HILL (1981)
 AC8186
 AC8186                         *CURRENT SURVEY CONTROL
 AC8186  ______________________________________________________________________
 AC8186* NAD 83(1986) POSITION- 44 32 36.79   (N) 093 43 06.26   (W)   HD_HELD1  
 AC8186* NAVD 88 ORTHO HEIGHT -   301.766  (meters)     990.04  (feet) ADJUSTED  
 AC8186  ______________________________________________________________________
 AC8186  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 AC8186  DYNAMIC HEIGHT  -        301.733 (meters)      989.94  (feet) COMP
 AC8186  MODELED GRAVITY -    980,502.5   (mgal)                       NAVD 88
 AC8186
 AC8186  VERT ORDER      -  SECOND    CLASS I
 AC8186
 AC8186.The horizontal coordinates were established by differentially corrected
 AC8186.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8186.
 AC8186.The orthometric height was determined by differential leveling and
 AC8186.adjusted in September 1997.
 AC8186
 AC8186.The dynamic height is computed by dividing the NAVD 88
 AC8186.geopotential number by the normal gravity value computed on the
 AC8186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8186.degrees latitude (g = 980.6199 gals.).
 AC8186
 AC8186.The modeled gravity was interpolated from observed gravity values.
 AC8186
 AC8186;                    North         East    Units  Estimated Accuracy
 AC8186;SPC MN S     -   271,544.8     822,376.6     MT  (+/- 3 meters HH1 GPS) 
 AC8186
 AC8186                          SUPERSEDED SURVEY CONTROL
 AC8186
 AC8186.No superseded survey control is available for this station.
 AC8186
 AC8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4293032497(NAD 83)
 AC8186
 AC8186_MARKER: DV = VERTICAL CONTROL DISK
 AC8186_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC8186+WITH SETTING: INFORMATION.
 AC8186_STAMPING: 4004 R 1980
 AC8186_MARK LOGO: MNDT  
 AC8186_PROJECTION: FLUSH
 AC8186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8186+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8186
 AC8186  HISTORY     - Date     Condition        Report By
 AC8186  HISTORY     - 1980     MONUMENTED       MNDT
 AC8186  HISTORY     - 20080618 GOOD             MNDT
 AC8186
 AC8186                          STATION DESCRIPTION
 AC8186
 AC8186'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8186'THE MARK IS LOCATED 6.35 MILES EAST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8186'JUNCTION WITH TRUNK HIGHWAY 169 OR 7.1 MILES WEST ALONG TRUNK HIGHWAY
 AC8186'19 FROM ITS JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SW
 AC8186'1/4 OF SECTION 33, T113N, R24W.  THE MARK IS 69 FEET NORTH OF THE
 AC8186'CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 144.25, 166 FEET WEST OF
 AC8186'THE CENTERLINE OF COUNTY ROAD 5, 7 FEET SOUTH-SOUTHEAST OF A POWER
 AC8186'POLE WITH AN ANCHOR, AND 6.0 FEET SOUTH OF A STEEL WITNESS POST.  THE
 AC8186'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4004 R
 AC8186'1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AC8186'COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE
 AC8186'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE
 AC8186'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC8186
 AC8186                          STATION RECOVERY (2008)
 AC8186
 AC8186'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8186'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF BELLE
 AC8186'PLAINE, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF SAINT THOMAS AND 2.5 MI
 AC8186'(4.0 KM) WEST OF UNION HILL.
 AC8186' 
 AC8186'TO REACH TO THE MARK GO 7.0 MI (11.3 KM) WEST OF THE JUNCTION OF TRUNK
 AC8186'HIGHWAY 19 AND TRUNK HIGHWAY 21 IN NEW PRAGUE, 69 FT (21.0 M) NORTH OF
 AC8186'TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT 144.25, 166 FT (50.6
 AC8186'M) WEST OF COUNTY ROAD 5, 7 FT (2.1 M) SOUTH-SOUTHEAST OF POWER POLE
 AC8186'WITH ANCHOR, 6.0 FT (1.8 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8187 ***********************************************************************
 AC8187  DESIGNATION -  4004 S
 AC8187  PID         -  AC8187
 AC8187  STATE/COUNTY-  MN/LE SUEUR
 AC8187  COUNTRY     -  US
 AC8187  USGS QUAD   -  UNION HILL (1981)
 AC8187
 AC8187                         *CURRENT SURVEY CONTROL
 AC8187  ______________________________________________________________________
 AC8187* NAD 83(1986) POSITION- 44 32 34.     (N) 093 42 33.     (W)   SCALED    
 AC8187* NAVD 88 ORTHO HEIGHT -   301.536  (meters)     989.29  (feet) ADJUSTED  
 AC8187  ______________________________________________________________________
 AC8187  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 AC8187  DYNAMIC HEIGHT  -        301.503 (meters)      989.18  (feet) COMP
 AC8187  MODELED GRAVITY -    980,502.9   (mgal)                       NAVD 88
 AC8187
 AC8187  VERT ORDER      -  SECOND    CLASS I
 AC8187
 AC8187.The horizontal coordinates were scaled from a topographic map and have
 AC8187.an estimated accuracy of +/- 6 seconds.
 AC8187.
 AC8187.The orthometric height was determined by differential leveling and
 AC8187.adjusted in September 1997.
 AC8187
 AC8187.Photographs are available for this station.
 AC8187
 AC8187.The dynamic height is computed by dividing the NAVD 88
 AC8187.geopotential number by the normal gravity value computed on the
 AC8187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8187.degrees latitude (g = 980.6199 gals.).
 AC8187
 AC8187.The modeled gravity was interpolated from observed gravity values.
 AC8187
 AC8187;                    North         East    Units  Estimated Accuracy
 AC8187;SPC MN S     -   271,460.      823,110.      MT  (+/- 180 meters Scaled)
 AC8187
 AC8187                          SUPERSEDED SURVEY CONTROL
 AC8187
 AC8187.No superseded survey control is available for this station.
 AC8187
 AC8187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK436324(NAD 83)
 AC8187
 AC8187_MARKER: DV = VERTICAL CONTROL DISK
 AC8187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8187_STAMPING: 4004 S 1980
 AC8187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8187
 AC8187  HISTORY     - Date     Condition        Report By
 AC8187  HISTORY     - 1980     MONUMENTED       MNDT
 AC8187
 AC8187                          STATION DESCRIPTION
 AC8187
 AC8187'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8187'THE MARK IS LOCATED 6.1 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8187'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8187'4, T112N, R24W.  THE MARK IS 71 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8187'HIGHWAY 19 AT MILEPOINT 144.75, 39 FEET WEST OF A FENCE CORNER, 4 FEET
 AC8187'NORTH OF A FENCE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE
 AC8187'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4004 S
 AC8187'1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AC8187'COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL FENCE POST BOLTED TO
 AC8187'THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.
 AC8187'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8188 ***********************************************************************
 AC8188  DESIGNATION -  4004 T
 AC8188  PID         -  AC8188
 AC8188  STATE/COUNTY-  MN/SCOTT
 AC8188  COUNTRY     -  US
 AC8188  USGS QUAD   -  UNION HILL (1981)
 AC8188
 AC8188                         *CURRENT SURVEY CONTROL
 AC8188  ______________________________________________________________________
 AC8188* NAD 83(1986) POSITION- 44 32 37.72   (N) 093 41 49.36   (W)   HD_HELD1  
 AC8188* NAVD 88 ORTHO HEIGHT -   301.575  (meters)     989.42  (feet) ADJUSTED  
 AC8188  ______________________________________________________________________
 AC8188  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 AC8188  DYNAMIC HEIGHT  -        301.543 (meters)      989.31  (feet) COMP
 AC8188  MODELED GRAVITY -    980,504.0   (mgal)                       NAVD 88
 AC8188
 AC8188  VERT ORDER      -  SECOND    CLASS I
 AC8188
 AC8188.The horizontal coordinates were established by differentially corrected
 AC8188.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8188.
 AC8188.The orthometric height was determined by differential leveling and
 AC8188.adjusted in September 1997.
 AC8188
 AC8188.The dynamic height is computed by dividing the NAVD 88
 AC8188.geopotential number by the normal gravity value computed on the
 AC8188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8188.degrees latitude (g = 980.6199 gals.).
 AC8188
 AC8188.The modeled gravity was interpolated from observed gravity values.
 AC8188
 AC8188;                    North         East    Units  Estimated Accuracy
 AC8188;SPC MN S     -   271,579.6     824,073.9     MT  (+/- 3 meters HH1 GPS) 
 AC8188
 AC8188                          SUPERSEDED SURVEY CONTROL
 AC8188
 AC8188.No superseded survey control is available for this station.
 AC8188
 AC8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4462832511(NAD 83)
 AC8188
 AC8188_MARKER: DV = VERTICAL CONTROL DISK
 AC8188_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC8188+WITH SETTING: INFORMATION.
 AC8188_STAMPING: 4004 T 1980
 AC8188_MARK LOGO: MNDT  
 AC8188_PROJECTION: RECESSED 8 CENTIMETERS
 AC8188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8188+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8188
 AC8188  HISTORY     - Date     Condition        Report By
 AC8188  HISTORY     - 1980     MONUMENTED       MNDT
 AC8188  HISTORY     - 20080618 GOOD             MNDT
 AC8188
 AC8188                          STATION DESCRIPTION
 AC8188
 AC8188'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8188'THE MARK IS LOCATED 5.6 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8188'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SW 1/4 OF SECTION
 AC8188'34, T113N, R24W.  THE MARK IS 66 FEET NORTH OF THE CENTERLINE OF TRUNK
 AC8188'HIGHWAY 19 AT MILEPOINT 145.25, 91 FEET WEST OF THE CENTER OF A GRAVEL
 AC8188'ROAD, 5 FEET SOUTH OF POWER POLE NUMBER 25 WITH AN ANCHOR, AND 1.0
 AC8188'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 AC8188'VERTICAL CONTROL MONUMENT DISK STAMPED---4004 T 1980---, IS SET ON THE
 AC8188'TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH
 AC8188'4 INCHES OF STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES
 AC8188'OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE
 AC8188'SURFACE OF THE GROUND.
 AC8188
 AC8188                          STATION RECOVERY (2008)
 AC8188
 AC8188'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8188'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF NEW PRAGUE, 4.3
 AC8188'MI (6.9 KM) NORTHEAST OF SAINT THOMAS AND 1.5 MI (2.4 KM) WEST OF
 AC8188'UNION HILL.
 AC8188' 
 AC8188'TO REACH TO THE MARK GO 5.6 MI (9.0 KM) WEST OF THE JUNCTION OF TRUNK
 AC8188'HIGHWAY 19 AND TRUNK HIGHWAY 21 IN NEW PRAGUE, 66 FT (20.1 M) NORTH OF
 AC8188'TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT 145.25, 91 FT (27.7
 AC8188'M) WEST OF FABER AVENUE, 5 FT (1.5 M) SOUTH OF POWER POLE 25 WITH
 AC8188'ANCHOR, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8189 ***********************************************************************
 AC8189  DESIGNATION -  4004 U
 AC8189  PID         -  AC8189
 AC8189  STATE/COUNTY-  MN/SCOTT
 AC8189  COUNTRY     -  US
 AC8189  USGS QUAD   -  UNION HILL (1981)
 AC8189
 AC8189                         *CURRENT SURVEY CONTROL
 AC8189  ______________________________________________________________________
 AC8189* NAD 83(1986) POSITION- 44 32 38.22   (N) 093 41 11.71   (W)   HD_HELD1  
 AC8189* NAVD 88 ORTHO HEIGHT -   302.232  (meters)     991.57  (feet) ADJUSTED  
 AC8189  ______________________________________________________________________
 AC8189  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 AC8189  DYNAMIC HEIGHT  -        302.201 (meters)      991.47  (feet) COMP
 AC8189  MODELED GRAVITY -    980,505.1   (mgal)                       NAVD 88
 AC8189
 AC8189  VERT ORDER      -  SECOND    CLASS I
 AC8189
 AC8189.The horizontal coordinates were established by differentially corrected
 AC8189.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AC8189.
 AC8189.The orthometric height was determined by differential leveling and
 AC8189.adjusted in September 1997.
 AC8189
 AC8189.The dynamic height is computed by dividing the NAVD 88
 AC8189.geopotential number by the normal gravity value computed on the
 AC8189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8189.degrees latitude (g = 980.6199 gals.).
 AC8189
 AC8189.The modeled gravity was interpolated from observed gravity values.
 AC8189
 AC8189;                    North         East    Units  Estimated Accuracy
 AC8189;SPC MN S     -   271,598.2     824,904.9     MT  (+/- 3 meters HH1 GPS) 
 AC8189
 AC8189                          SUPERSEDED SURVEY CONTROL
 AC8189
 AC8189.No superseded survey control is available for this station.
 AC8189
 AC8189_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4545832520(NAD 83)
 AC8189
 AC8189_MARKER: DV = VERTICAL CONTROL DISK
 AC8189_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8189_STAMPING: 4004 U 1980
 AC8189_MARK LOGO: MNDT  
 AC8189_PROJECTION: RECESSED 5 CENTIMETERS
 AC8189_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC8189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8189+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2008
 AC8189
 AC8189  HISTORY     - Date     Condition        Report By
 AC8189  HISTORY     - 1980     MONUMENTED       MNDT
 AC8189  HISTORY     - 20080618 GOOD             MNDT
 AC8189
 AC8189                          STATION DESCRIPTION
 AC8189
 AC8189'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8189'THE MARK IS LOCATED 5.1 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8189'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE SE 1/4 OF SECTION
 AC8189'34, T113N, R24W.  THE MARK IS 67 FEET NORTH OF THE CENTERLINE OF TRUNK
 AC8189'HIGHWAY 19 AT MILEPOINT 145.75, 89 FEET WEST OF THE CENTER OF A FIELD
 AC8189'ENTRANCE, 6 FEET SOUTH OF A POWER POLE AT THE END OF A NORTH - SOUTH
 AC8189'TREE LINE, AND 2.0 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 AC8189'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4004 U 1980---,
 AC8189'IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 23 FEET LONG DRIVEN COPPER
 AC8189'COATED STEEL ROD THAT IS BURIED 2 INCHES BELOW THE SURFACE OF THE
 AC8189'GROUND.
 AC8189
 AC8189                          STATION RECOVERY (2008)
 AC8189
 AC8189'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 AC8189'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) WEST OF NEW PRAGUE, 4.7
 AC8189'MI (7.6 KM) NORTHEAST OF SAINT THOMAS AND 1.0 MI (1.6 KM) WEST OF
 AC8189'UNION HILL.
 AC8189' 
 AC8189'TO REACH TO THE MARK GO 5.1 MI (8.2 KM) WEST OF THE JUNCTION OF TRUNK
 AC8189'HIGHWAY 19 AND TRUNK HIGHWAY 21 IN NEW PRAGUE, 67 FT (20.4 M) NORTH OF
 AC8189'TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 19 MILE POINT 145.75, 6.0 FT (1.8
 AC8189'M) SOUTH OF POWER POLE, 2.0 FT (0.6 M) SOUTH-SOUTHWEST OF A WITNESS
 AC8189'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8190 ***********************************************************************
 AC8190  DESIGNATION -  4004 V
 AC8190  PID         -  AC8190
 AC8190  STATE/COUNTY-  MN/LE SUEUR
 AC8190  COUNTRY     -  US
 AC8190  USGS QUAD   -  UNION HILL (1981)
 AC8190
 AC8190                         *CURRENT SURVEY CONTROL
 AC8190  ______________________________________________________________________
 AC8190* NAD 83(1986) POSITION- 44 32 37.1    (N) 093 40 40.3    (W)   HD_HELD2  
 AC8190* NAVD 88 ORTHO HEIGHT -   298.674  (meters)     979.90  (feet) ADJUSTED  
 AC8190  ______________________________________________________________________
 AC8190  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AC8190  DYNAMIC HEIGHT  -        298.643 (meters)      979.80  (feet) COMP
 AC8190  MODELED GRAVITY -    980,505.9   (mgal)                       NAVD 88
 AC8190
 AC8190  VERT ORDER      -  SECOND    CLASS I
 AC8190
 AC8190.The horizontal coordinates were established by autonomous hand held GPS
 AC8190.observations and have an estimated accuracy of +/- 10 meters.
 AC8190.
 AC8190.The orthometric height was determined by differential leveling and
 AC8190.adjusted in September 1997.
 AC8190
 AC8190.Photographs are available for this station.
 AC8190
 AC8190.The dynamic height is computed by dividing the NAVD 88
 AC8190.geopotential number by the normal gravity value computed on the
 AC8190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8190.degrees latitude (g = 980.6199 gals.).
 AC8190
 AC8190.The modeled gravity was interpolated from observed gravity values.
 AC8190
 AC8190;                    North         East    Units  Estimated Accuracy
 AC8190;SPC MN S     -   271,566.      825,598.      MT  (+/- 10 meters HH2 GPS)
 AC8190
 AC8190                          SUPERSEDED SURVEY CONTROL
 AC8190
 AC8190.No superseded survey control is available for this station.
 AC8190
 AC8190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4615132479(NAD 83)
 AC8190
 AC8190_MARKER: DV = VERTICAL CONTROL DISK
 AC8190_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8190_STAMPING: 4004 V 1980
 AC8190_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8190
 AC8190  HISTORY     - Date     Condition        Report By
 AC8190  HISTORY     - 1980     MONUMENTED       MNDT
 AC8190
 AC8190                          STATION DESCRIPTION
 AC8190
 AC8190'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8190'THE MARK IS LOCATED 4.65 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8190'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 OF SECTION
 AC8190'2, T112N, R24W.  THE MARK IS 69 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8190'HIGHWAY 19 AT MILEPOINT 146.25, 178 FEET EAST OF THE CENTER OF A FARM
 AC8190'ENTRANCE, 35 FEET EAST OF A TELEPHONE POLE, 3 FEET NORTH OF A POWER
 AC8190'POLE WITH AN ANCHOR, AND 0.5 FOOT NORTH OF A STEEL WITNESS POST.  THE
 AC8190'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4004 V
 AC8190'1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY 8 FOOT LONG
 AC8190'COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL SIGN POST BOLTED TO THE
 AC8190'BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH DIAMETER HOLE.  THE
 AC8190'MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8191 ***********************************************************************
 AC8191  DESIGNATION -  4004 W
 AC8191  PID         -  AC8191
 AC8191  STATE/COUNTY-  MN/LE SUEUR
 AC8191  COUNTRY     -  US
 AC8191  USGS QUAD   -  UNION HILL (1981)
 AC8191
 AC8191                         *CURRENT SURVEY CONTROL
 AC8191  ______________________________________________________________________
 AC8191* NAD 83(1986) POSITION- 44 32 37.6    (N) 093 40 01.6    (W)   HD_HELD2  
 AC8191* NAVD 88 ORTHO HEIGHT -   303.759  (meters)     996.58  (feet) ADJUSTED  
 AC8191  ______________________________________________________________________
 AC8191  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AC8191  DYNAMIC HEIGHT  -        303.728 (meters)      996.48  (feet) COMP
 AC8191  MODELED GRAVITY -    980,507.4   (mgal)                       NAVD 88
 AC8191
 AC8191  VERT ORDER      -  SECOND    CLASS I
 AC8191
 AC8191.The horizontal coordinates were established by autonomous hand held GPS
 AC8191.observations and have an estimated accuracy of +/- 10 meters.
 AC8191.
 AC8191.The orthometric height was determined by differential leveling and
 AC8191.adjusted in September 1997.
 AC8191
 AC8191.Photographs are available for this station.
 AC8191
 AC8191.The dynamic height is computed by dividing the NAVD 88
 AC8191.geopotential number by the normal gravity value computed on the
 AC8191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8191.degrees latitude (g = 980.6199 gals.).
 AC8191
 AC8191.The modeled gravity was interpolated from observed gravity values.
 AC8191
 AC8191;                    North         East    Units  Estimated Accuracy
 AC8191;SPC MN S     -   271,585.      826,453.      MT  (+/- 10 meters HH2 GPS)
 AC8191
 AC8191                          SUPERSEDED SURVEY CONTROL
 AC8191
 AC8191.No superseded survey control is available for this station.
 AC8191
 AC8191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4700532488(NAD 83)
 AC8191
 AC8191_MARKER: DV = VERTICAL CONTROL DISK
 AC8191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8191_STAMPING: 4004 W 1980
 AC8191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8191
 AC8191  HISTORY     - Date     Condition        Report By
 AC8191  HISTORY     - 1980     MONUMENTED       MNDT
 AC8191
 AC8191                          STATION DESCRIPTION
 AC8191
 AC8191'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8191'THE MARK IS LOCATED 4.1 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8191'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8191'2, T112N, R24W, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK
 AC8191'HIGHWAY 19 AND COUNTY ROAD 31 IN UNION HILL.  THE MARK IS 77 FEET
 AC8191'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 19 AT MILEPOINT 146.75, 35
 AC8191'FEET WEST OF THE CENTERLINE OF COUNTY ROAD 31, 86 FEET WEST-NORTHWEST
 AC8191'OF THE NORTHWEST CORNER (AT THE CORNERSTONE) OF THE ST JOHNS CATHOLIC
 AC8191'CHURCH, 15 FEET EAST OF A POWER POLE, AND 6.0 FEET NORTHWEST OF A
 AC8191'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8191'MONUMENT DISK STAMPED---4004 W 1980---, IS SET ON THE TOP OF A 5/8
 AC8191'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8191'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8191'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8191'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8192 ***********************************************************************
 AC8192  DESIGNATION -  4004 X
 AC8192  PID         -  AC8192
 AC8192  STATE/COUNTY-  MN/LE SUEUR
 AC8192  COUNTRY     -  US
 AC8192  USGS QUAD   -  UNION HILL (1981)
 AC8192
 AC8192                         *CURRENT SURVEY CONTROL
 AC8192  ______________________________________________________________________
 AC8192* NAD 83(1986) POSITION- 44 32 37.5    (N) 093 39 21.5    (W)   HD_HELD2  
 AC8192* NAVD 88 ORTHO HEIGHT -   301.798  (meters)     990.15  (feet) ADJUSTED  
 AC8192  ______________________________________________________________________
 AC8192  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 AC8192  DYNAMIC HEIGHT  -        301.768 (meters)      990.05  (feet) COMP
 AC8192  MODELED GRAVITY -    980,510.7   (mgal)                       NAVD 88
 AC8192
 AC8192  VERT ORDER      -  SECOND    CLASS I
 AC8192
 AC8192.The horizontal coordinates were established by autonomous hand held GPS
 AC8192.observations and have an estimated accuracy of +/- 10 meters.
 AC8192.
 AC8192.The orthometric height was determined by differential leveling and
 AC8192.adjusted in September 1997.
 AC8192
 AC8192.Photographs are available for this station.
 AC8192
 AC8192.The dynamic height is computed by dividing the NAVD 88
 AC8192.geopotential number by the normal gravity value computed on the
 AC8192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8192.degrees latitude (g = 980.6199 gals.).
 AC8192
 AC8192.The modeled gravity was interpolated from observed gravity values.
 AC8192
 AC8192;                    North         East    Units  Estimated Accuracy
 AC8192;SPC MN S     -   271,586.      827,338.      MT  (+/- 10 meters HH2 GPS)
 AC8192
 AC8192                          SUPERSEDED SURVEY CONTROL
 AC8192
 AC8192.No superseded survey control is available for this station.
 AC8192
 AC8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4789032478(NAD 83)
 AC8192
 AC8192_MARKER: DV = VERTICAL CONTROL DISK
 AC8192_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8192_STAMPING: 4004 X 1980
 AC8192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8192
 AC8192  HISTORY     - Date     Condition        Report By
 AC8192  HISTORY     - 1980     MONUMENTED       MNDT
 AC8192
 AC8192                          STATION DESCRIPTION
 AC8192
 AC8192'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8192'THE MARK IS LOCATED 3.6 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8192'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 OF SECTION
 AC8192'1, T112N, R24W.  THE MARK IS 71 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8192'HIGHWAY 19 AT MILEPOINT 147.25, 125 FEET EAST OF THE CENTERLINE OF A
 AC8192'DRIVEWAY, 82 FEET EAST OF A 16 INCH DIAMETER SPRUCE TREE, 20 FEET EAST
 AC8192'OF A QUADRUPLE ASH TREE, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.
 AC8192'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 AC8192'STAMPED---4004 X 1980---, IS SET ON THE TOP OF A 5/8 INCH DIAMETER BY
 AC8192'8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL FENCE POST
 AC8192'BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6 INCH
 AC8192'DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8193 ***********************************************************************
 AC8193  DESIGNATION -  4004 Y
 AC8193  PID         -  AC8193
 AC8193  STATE/COUNTY-  MN/LE SUEUR
 AC8193  COUNTRY     -  US
 AC8193  USGS QUAD   -  UNION HILL (1981)
 AC8193
 AC8193                         *CURRENT SURVEY CONTROL
 AC8193  ______________________________________________________________________
 AC8193* NAD 83(1986) POSITION- 44 32 37.3    (N) 093 38 37.2    (W)   HD_HELD2  
 AC8193* NAVD 88 ORTHO HEIGHT -   309.578  (meters)    1015.67  (feet) ADJUSTED  
 AC8193  ______________________________________________________________________
 AC8193  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 AC8193  DYNAMIC HEIGHT  -        309.549 (meters)     1015.58  (feet) COMP
 AC8193  MODELED GRAVITY -    980,516.7   (mgal)                       NAVD 88
 AC8193
 AC8193  VERT ORDER      -  SECOND    CLASS I
 AC8193
 AC8193.The horizontal coordinates were established by autonomous hand held GPS
 AC8193.observations and have an estimated accuracy of +/- 10 meters.
 AC8193.
 AC8193.The orthometric height was determined by differential leveling and
 AC8193.adjusted in September 1997.
 AC8193
 AC8193.Photographs are available for this station.
 AC8193
 AC8193.The dynamic height is computed by dividing the NAVD 88
 AC8193.geopotential number by the normal gravity value computed on the
 AC8193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8193.degrees latitude (g = 980.6199 gals.).
 AC8193
 AC8193.The modeled gravity was interpolated from observed gravity values.
 AC8193
 AC8193;                    North         East    Units  Estimated Accuracy
 AC8193;SPC MN S     -   271,584.      828,316.      MT  (+/- 10 meters HH2 GPS)
 AC8193
 AC8193                          SUPERSEDED SURVEY CONTROL
 AC8193
 AC8193.No superseded survey control is available for this station.
 AC8193
 AC8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4886832464(NAD 83)
 AC8193
 AC8193_MARKER: DV = VERTICAL CONTROL DISK
 AC8193_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8193_STAMPING: 4004 Y 1980
 AC8193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8193
 AC8193  HISTORY     - Date     Condition        Report By
 AC8193  HISTORY     - 1980     MONUMENTED       MNDT
 AC8193
 AC8193                          STATION DESCRIPTION
 AC8193
 AC8193'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8193'THE MARK IS LOCATED 2.95 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8193'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NW 1/4 OF SECTION
 AC8193'6, T112N, R23W.  THE MARK IS 74 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8193'HIGHWAY 19 AT MILEPOINT 147.85, 195 FEET EAST OF THE CENTER OF A FIELD
 AC8193'ENTRANCE, 8 FEET WEST OF A POWER POLE, AND 1.0 FOOT NORTH OF A STEEL
 AC8193'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 AC8193'DISK STAMPED---4004 Y 1980---, IS SET ON THE TOP OF A 5/8 INCH
 AC8193'DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF STEEL
 AC8193'FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE IN A 6
 AC8193'INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC8194 ***********************************************************************
 AC8194  DESIGNATION -  4004 Z
 AC8194  PID         -  AC8194
 AC8194  STATE/COUNTY-  MN/LE SUEUR
 AC8194  COUNTRY     -  US
 AC8194  USGS QUAD   -  UNION HILL (1981)
 AC8194
 AC8194                         *CURRENT SURVEY CONTROL
 AC8194  ______________________________________________________________________
 AC8194* NAD 83(1986) POSITION- 44 32 37.3    (N) 093 37 52.6    (W)   HD_HELD2  
 AC8194* NAVD 88 ORTHO HEIGHT -   301.517  (meters)     989.23  (feet) ADJUSTED  
 AC8194  ______________________________________________________________________
 AC8194  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 AC8194  DYNAMIC HEIGHT  -        301.491 (meters)      989.14  (feet) COMP
 AC8194  MODELED GRAVITY -    980,521.6   (mgal)                       NAVD 88
 AC8194
 AC8194  VERT ORDER      -  SECOND    CLASS I
 AC8194
 AC8194.The horizontal coordinates were established by autonomous hand held GPS
 AC8194.observations and have an estimated accuracy of +/- 10 meters.
 AC8194.
 AC8194.The orthometric height was determined by differential leveling and
 AC8194.adjusted in September 1997.
 AC8194
 AC8194.Photographs are available for this station.
 AC8194
 AC8194.The dynamic height is computed by dividing the NAVD 88
 AC8194.geopotential number by the normal gravity value computed on the
 AC8194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8194.degrees latitude (g = 980.6199 gals.).
 AC8194
 AC8194.The modeled gravity was interpolated from observed gravity values.
 AC8194
 AC8194;                    North         East    Units  Estimated Accuracy
 AC8194;SPC MN S     -   271,588.      829,300.      MT  (+/- 10 meters HH2 GPS)
 AC8194
 AC8194                          SUPERSEDED SURVEY CONTROL
 AC8194
 AC8194.No superseded survey control is available for this station.
 AC8194
 AC8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4985232456(NAD 83)
 AC8194
 AC8194_MARKER: DV = VERTICAL CONTROL DISK
 AC8194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC8194_STAMPING: 4004 Z 1980
 AC8194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC8194
 AC8194  HISTORY     - Date     Condition        Report By
 AC8194  HISTORY     - 1980     MONUMENTED       MNDT
 AC8194
 AC8194                          STATION DESCRIPTION
 AC8194
 AC8194'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 AC8194'THE MARK IS LOCATED 2.35 MILES WEST ALONG TRUNK HIGHWAY 19 FROM ITS
 AC8194'JUNCTION WITH TRUNK HIGHWAY 21 IN NEW PRAGUE, IN THE NE 1/4 OF SECTION
 AC8194'6, T112N, R23W.  THE MARK IS 71 FEET SOUTH OF THE CENTERLINE OF TRUNK
 AC8194'HIGHWAY 19 AT MILEPOINT 148.45, 81 FEET WEST OF THE CENTER OF A FIELD
 AC8194'ENTRANCE, 79 FEET SOUTHEAST OF THE SOUTH END OF A 30 INCH DIAMETER
 AC8194'METAL CULVERT, 3 FEET NORTH OF A POWER POLE, AND 1.0 FOOT NORTH OF A
 AC8194'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AC8194'MONUMENT DISK STAMPED---4004 Z 1980---, IS SET ON THE TOP OF A 5/8
 AC8194'INCH DIAMETER BY 8 FOOT LONG COPPER COATED STEEL ROD WITH 4 INCHES OF
 AC8194'STEEL FENCE POST BOLTED TO THE BOTTOM AND SET IN 8 INCHES OF CONCRETE
 AC8194'IN A 6 INCH DIAMETER HOLE.  THE MARK IS FLUSH WITH THE SURFACE OF THE
 AC8194'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH3109 ***********************************************************************
 DH3109  DESIGNATION -  4006 G
 DH3109  PID         -  DH3109
 DH3109  STATE/COUNTY-  MN/LE SUEUR
 DH3109  COUNTRY     -  US
 DH3109  USGS QUAD   -  ELYSIAN (1977)
 DH3109
 DH3109                         *CURRENT SURVEY CONTROL
 DH3109  ______________________________________________________________________
 DH3109* NAD 83(2007) POSITION- 44 11 50.56426(N) 093 39 06.97064(W)   ADJUSTED  
 DH3109* NAD 83(2007) ELLIP HT-   283.307 (meters)        (02/10/07)   ADJUSTED
 DH3109* NAD 83(2007) EPOCH   -  2002.00
 DH3109* NAVD 88 ORTHO HEIGHT -   312.0    (meters)    1024.    (feet) GPS OBS   
 DH3109  ______________________________________________________________________
 DH3109  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH3109  GEOID HEIGHT    -        -28.62  (meters)                     GEOID03
 DH3109  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 DH3109  NAD 83(2007) X  -   -291,750.436 (meters)                     COMP
 DH3109  NAD 83(2007) Y  - -4,571,116.368 (meters)                     COMP
 DH3109  NAD 83(2007) Z  -  4,424,039.114 (meters)                     COMP
 DH3109  LAPLACE CORR    -          2.59  (seconds)                    DEFLEC09
 DH3109
 DH3109  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH3109  Type                                         Horiz  Ellip  Dist(km)
 DH3109  -------------------------------------------------------------------
 DH3109  NETWORK                                       0.71   0.94
 DH3109  -------------------------------------------------------------------
 DH3109  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.92      7.33
 DH3109  -------------------------------------------------------------------
 DH3109  NOTE: Click here for information on individual local accuracy
 DH3109  values and other accuracy information.
 DH3109
 DH3109
 DH3109.The horizontal coordinates were established by GPS observations
 DH3109.and adjusted by the National Geodetic Survey in February 2007.
 DH3109
 DH3109.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH3109.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH3109
 DH3109.The horizontal coordinates are valid at the epoch date displayed above
 DH3109.which is a decimal equivalence of Year/Month/Day.
 DH3109
 DH3109.The orthometric height was determined by GPS observations and a
 DH3109.high-resolution geoid model.
 DH3109
 DH3109.Photographs are available for this station.
 DH3109
 DH3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3109
 DH3109.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH3109
 DH3109.The ellipsoidal height was determined by GPS observations
 DH3109.and is referenced to NAD 83.
 DH3109
 DH3109. The following values were computed from the NAD 83(2007) position.
 DH3109
 DH3109;                    North         East     Units Scale Factor Converg.
 DH3109;SPC MN S     -   233,101.697   827,822.287   MT  0.99993605   +0 14 38.3
 DH3109;SPC MN S     -   764,767.82  2,715,946.95   sFT  0.99993605   +0 14 38.3
 DH3109;UTM  15      - 4,894,002.287   447,905.144   MT  0.99963338   -0 27 16.2
 DH3109
 DH3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3109!SPC MN S     -   0.99995558  x   0.99993605  =   0.99989163
 DH3109!UTM  15      -   0.99995558  x   0.99963338  =   0.99958898
 DH3109
 DH3109                          SUPERSEDED SURVEY CONTROL
 DH3109
 DH3109  NAD 83(1996)-  44 11 50.56375(N)    093 39 06.97011(W) AD(       ) 1
 DH3109  ELLIP H (04/27/05)  283.350  (m)                       GP(       ) 4 1
 DH3109
 DH3109.Superseded values are not recommended for survey control.
 DH3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH3109.See file dsdata.txt to determine how the superseded data were derived.
 DH3109
 DH3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ4790594002(NAD 83)
 DH3109
 DH3109_MARKER: DB = BENCH MARK DISK
 DH3109_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH3109_STAMPING: 4006 G 1964
 DH3109_MARK LOGO: MNDT  
 DH3109_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH3109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3109+SATELLITE: SATELLITE OBSERVATIONS - 1964
 DH3109
 DH3109  HISTORY     - Date     Condition        Report By
 DH3109  HISTORY     - 1964     MONUMENTED       MNDT
 DH3109
 DH3109                          STATION DESCRIPTION
 DH3109
 DH3109'DESCRIBED BY MN DEPT OF TRANSP 1964
 DH3109'1 MILES (1.6 KM) EAST ON TRUNK HIGHWAY 60 FROM JUNCTION OF TRUNK
 DH3109'HIGHWAY 60 AND MAIN STREET IN ELYSIAN, 69.6 FEET (21.2 M) SOUTH OF
 DH3109'TRUNK HIGHWAY 60, AT SOUTH EAST CORNER OF JUNCTION OF TRUNK HIGHWAY 60
 DH3109'AND COUNTY ROAD 3, AT TRUN K HIGHWAY 60 MILEPOINT 127.5, 48.0 FEET
 DH3109'(14.6 M) NORTH OF DRIVEWAY (NUMBER 5192 5) , 26.6 FEET (8.1 M) EAST OF
 DH3109'THE EAST END OF CONCRETE CULVERT, 10.3 FEET (3.1 M) EAST OF TELEPHONE
 DH3109'PEDESTAL (NUMBER 6D2) , 1.0 FEET (0.3 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8254 ***********************************************************************
 DF8254  DESIGNATION -  4008 E 1
 DF8254  PID         -  DF8254
 DF8254  STATE/COUNTY-  MN/LE SUEUR
 DF8254  COUNTRY     -  US
 DF8254  USGS QUAD   -  ST PETER (1991)
 DF8254
 DF8254                         *CURRENT SURVEY CONTROL
 DF8254  ______________________________________________________________________
 DF8254* NAD 83(2007) POSITION- 44 19 10.56744(N) 093 53 57.33980(W)   ADJUSTED  
 DF8254* NAD 83(2007) ELLIP HT-   279.603 (meters)        (02/10/07)   ADJUSTED
 DF8254* NAD 83(2007) EPOCH   -  2002.00
 DF8254* NAVD 88 ORTHO HEIGHT -   307.9    (meters)    1010.    (feet) GPS OBS   
 DF8254  ______________________________________________________________________
 DF8254  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF8254  GEOID HEIGHT    -        -28.28  (meters)                     GEOID99
 DF8254  GEOID HEIGHT    -        -28.34  (meters)                     GEOID09
 DF8254  NAD 83(2007) X  -   -310,834.731 (meters)                     COMP
 DF8254  NAD 83(2007) Y  - -4,560,355.080 (meters)                     COMP
 DF8254  NAD 83(2007) Z  -  4,433,763.721 (meters)                     COMP
 DF8254  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC09
 DF8254
 DF8254  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8254  Type                                         Horiz  Ellip  Dist(km)
 DF8254  -------------------------------------------------------------------
 DF8254  NETWORK                                       0.87   0.49
 DF8254  -------------------------------------------------------------------
 DF8254  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.94   0.41      6.50
 DF8254  -------------------------------------------------------------------
 DF8254  NOTE: Click here for information on individual local accuracy
 DF8254  values and other accuracy information.
 DF8254
 DF8254
 DF8254.The horizontal coordinates were established by GPS observations
 DF8254.and adjusted by the National Geodetic Survey in February 2007.
 DF8254
 DF8254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8254.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8254
 DF8254.The horizontal coordinates are valid at the epoch date displayed above
 DF8254.which is a decimal equivalence of Year/Month/Day.
 DF8254
 DF8254.The orthometric height was determined by GPS observations and a
 DF8254.high-resolution geoid model.
 DF8254
 DF8254.Photographs are available for this station.
 DF8254
 DF8254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8254
 DF8254.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8254
 DF8254.The ellipsoidal height was determined by GPS observations
 DF8254.and is referenced to NAD 83.
 DF8254
 DF8254. The following values were computed from the NAD 83(2007) position.
 DF8254
 DF8254;                    North         East     Units Scale Factor Converg.
 DF8254;SPC MN S     -   246,627.580   808,035.800   MT  0.99992706   +0 04 14.2
 DF8254;SPC MN S     -   809,143.99  2,651,030.79   sFT  0.99992706   +0 04 14.2
 DF8254;UTM  15      - 4,907,764.517   428,290.615   MT  0.99966324   -0 37 41.9
 DF8254
 DF8254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8254!SPC MN S     -   0.99995616  x   0.99992706  =   0.99988322
 DF8254!UTM  15      -   0.99995616  x   0.99966324  =   0.99961942
 DF8254
 DF8254                          SUPERSEDED SURVEY CONTROL
 DF8254
 DF8254  NAD 83(1996)-  44 19 10.56686(N)    093 53 57.33928(W) AD(       ) 1
 DF8254  ELLIP H (10/06/03)  279.638  (m)                       GP(       ) 4 1
 DF8254
 DF8254.Superseded values are not recommended for survey control.
 DF8254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8254.See file dsdata.txt to determine how the superseded data were derived.
 DF8254
 DF8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2829007764(NAD 83)
 DF8254
 DF8254_MARKER: DD = SURVEY DISK
 DF8254_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8254_STAMPING: 4008 E 1 1999
 DF8254_MARK LOGO: MNDT  
 DF8254_PROJECTION: FLUSH
 DF8254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8254+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2002
 DF8254
 DF8254  HISTORY     - Date     Condition        Report By
 DF8254  HISTORY     - 1999     MONUMENTED       MNDT
 DF8254  HISTORY     - 20021223 GOOD             MNDT
 DF8254
 DF8254                          STATION DESCRIPTION
 DF8254
 DF8254'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8254'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MI (4.8 KM)
 DF8254'EAST OF ST PETER, 2.95 MI (4.75 KM) EAST ALONG TH 99 FROM JCT OF TH 99
 DF8254'AND TH 169 IN ST PETER, AT TH 99 MP 16.25, 116 FT (35.4 M) NORTH OF TH
 DF8254'99, 70 FT (21.3 M) WEST OF CO RD 106 (315 AVE) , 124.0 FT (37.8 M) SW
 DF8254'OF CABLE MARKER, 110.0 FT (33.5 M) WNW OF P-POLE, 37 FT (11.3 M) NORTH
 DF8254'OF ENT, AND 1.4 FT (0.4 M) WEST OF WIT POST, FLUSH, MAGNETIC, AND
 DF8254'SUITABLE FOR GPS.  ROD DEPTH IS UNKNOWN, ROD SET BY DISTRICT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4689 ***********************************************************************
 AE4689  DESIGNATION -  4008 Q
 AE4689  PID         -  AE4689
 AE4689  STATE/COUNTY-  MN/LE SUEUR
 AE4689  COUNTRY     -  US
 AE4689  USGS QUAD   -  ST THOMAS (1965)
 AE4689
 AE4689                         *CURRENT SURVEY CONTROL
 AE4689  ______________________________________________________________________
 AE4689* NAD 83(2007) POSITION- 44 23 01.36430(N) 093 45 09.54510(W)   ADJUSTED  
 AE4689* NAD 83(2007) ELLIP HT-   290.659 (meters)        (02/10/07)   ADJUSTED
 AE4689* NAD 83(2007) EPOCH   -  2002.00
 AE4689* NAVD 88 ORTHO HEIGHT -   318.882  (meters)    1046.20  (feet) ADJUSTED  
 AE4689  ______________________________________________________________________
 AE4689  NAD 83(2007) X  -   -298,839.159 (meters)                     COMP
 AE4689  NAD 83(2007) Y  - -4,556,173.847 (meters)                     COMP
 AE4689  NAD 83(2007) Z  -  4,438,865.694 (meters)                     COMP
 AE4689  LAPLACE CORR    -          2.20  (seconds)                    DEFLEC09
 AE4689  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 AE4689  DYNAMIC HEIGHT  -        318.831 (meters)     1046.03  (feet) COMP
 AE4689  MODELED GRAVITY -    980,449.2   (mgal)                       NAVD 88
 AE4689
 AE4689  VERT ORDER      -  SECOND    CLASS I
 AE4689
 AE4689  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4689  Type                                         Horiz  Ellip  Dist(km)
 AE4689  -------------------------------------------------------------------
 AE4689  NETWORK                                       0.64   0.61
 AE4689  -------------------------------------------------------------------
 AE4689  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.51      2.03
 AE4689  -------------------------------------------------------------------
 AE4689  NOTE: Click here for information on individual local accuracy
 AE4689  values and other accuracy information.
 AE4689
 AE4689
 AE4689.The horizontal coordinates were established by GPS observations
 AE4689.and adjusted by the National Geodetic Survey in February 2007.
 AE4689
 AE4689.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4689.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4689
 AE4689.The horizontal coordinates are valid at the epoch date displayed above
 AE4689.which is a decimal equivalence of Year/Month/Day.
 AE4689
 AE4689.The orthometric height was determined by differential leveling and
 AE4689.adjusted in January 1998.
 AE4689
 AE4689.Photographs are available for this station.
 AE4689
 AE4689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4689
 AE4689.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4689
 AE4689.The ellipsoidal height was determined by GPS observations
 AE4689.and is referenced to NAD 83.
 AE4689
 AE4689.The dynamic height is computed by dividing the NAVD 88
 AE4689.geopotential number by the normal gravity value computed on the
 AE4689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4689.degrees latitude (g = 980.6199 gals.).
 AE4689
 AE4689.The modeled gravity was interpolated from observed gravity values.
 AE4689
 AE4689. The following values were computed from the NAD 83(2007) position.
 AE4689
 AE4689;                    North         East     Units Scale Factor Converg.
 AE4689;SPC MN S     -   253,775.790   819,709.059   MT  0.99992414   +0 10 24.1
 AE4689;SPC MN S     -   832,596.07  2,689,328.80   sFT  0.99992414   +0 10 24.1
 AE4689;UTM  15      - 4,914,767.798   440,047.059   MT  0.99964420   -0 31 35.3
 AE4689
 AE4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4689!SPC MN S     -   0.99995443  x   0.99992414  =   0.99987857
 AE4689!UTM  15      -   0.99995443  x   0.99964420  =   0.99959864
 AE4689
 AE4689|---------------------------------------------------------------------|
 AE4689| PID    Reference Object                     Distance      Geod. Az  |
 AE4689|                                                           dddmmss.s |
 AE4689| AE4672 LECE                                149.163 METERS 19717     |
 AE4689|---------------------------------------------------------------------|
 AE4689
 AE4689                          SUPERSEDED SURVEY CONTROL
 AE4689
 AE4689  NAD 83(1996)-  44 23 01.36377(N)    093 45 09.54464(W) AD(       ) 1
 AE4689  ELLIP H (09/16/04)  290.695  (m)                       GP(       ) 4 1
 AE4689  NAVD 88 (09/16/04)  318.88   (m)         1046.2    (f) LEVELING    3  
 AE4689
 AE4689.Superseded values are not recommended for survey control.
 AE4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4689.See file dsdata.txt to determine how the superseded data were derived.
 AE4689
 AE4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4004714767(NAD 83)
 AE4689
 AE4689_MARKER: DV = VERTICAL CONTROL DISK
 AE4689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4689_STAMPING: 4008 Q 1991
 AE4689_MARK LOGO: MNDT  
 AE4689_PROJECTION: PROJECTING 5 CENTIMETERS
 AE4689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4689+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4689_ROD/PIPE-DEPTH:  7.6 meters
 AE4689
 AE4689  HISTORY     - Date     Condition        Report By
 AE4689  HISTORY     - 1991     MONUMENTED       MNDT
 AE4689  HISTORY     - 20021231 GOOD             MNDT
 AE4689
 AE4689                          STATION DESCRIPTION
 AE4689
 AE4689'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4689'THE MARK IS LOCATED 1.25 MILES (2.01 KM) SOUTHWEST OF THE CITY OF LE
 AE4689'CENTER, AT THE JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK HIGHWAY 99, IN
 AE4689'THE NE 1/4 OF SECTION 31, T111N, R24W, 100.5 FT (30.6 M) NORTHWEST OF
 AE4689'AND 6.0 LOWER THAN THE CENTER OF NORTHBOUND LANE OF TRUNK HIGHWAY 99,
 AE4689'AT MILEPOINT 14.9,, 0.8 FT (24.4 CM) WEST OF A STEEL WITNESS POST,
 AE4689'77.5 FT (23.6 M) SOUTH OF CENTERLINE OF EASTBOUND LANE OF TRUNK
 AE4689'HIGHWAY 112, AND 0.2 FT (6.1 CM) ABOVE THE GROUND.
 AE4689
 AE4689                          STATION RECOVERY (2002)
 AE4689
 AE4689'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MTU)
 AE4689'RECOVERED AS DESCRIBED, RECESSED 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9328 ***********************************************************************
 AC9328  DESIGNATION -  4009 A
 AC9328  PID         -  AC9328
 AC9328  STATE/COUNTY-  MN/LE SUEUR
 AC9328  COUNTRY     -  US
 AC9328  USGS QUAD   -  LE CENTER (1977)
 AC9328
 AC9328                         *CURRENT SURVEY CONTROL
 AC9328  ______________________________________________________________________
 AC9328* NAD 83(1986) POSITION- 44 23 04.     (N) 093 43 40.     (W)   SCALED    
 AC9328* NAVD 88 ORTHO HEIGHT -   323.484  (meters)    1061.30  (feet) ADJUSTED  
 AC9328  ______________________________________________________________________
 AC9328  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 AC9328  DYNAMIC HEIGHT  -        323.433 (meters)     1061.13  (feet) COMP
 AC9328  MODELED GRAVITY -    980,449.3   (mgal)                       NAVD 88
 AC9328
 AC9328  VERT ORDER      -  SECOND    CLASS I
 AC9328
 AC9328.The horizontal coordinates were scaled from a topographic map and have
 AC9328.an estimated accuracy of +/- 6 seconds.
 AC9328.
 AC9328.The orthometric height was determined by differential leveling and
 AC9328.adjusted in September 1997.
 AC9328
 AC9328.The dynamic height is computed by dividing the NAVD 88
 AC9328.geopotential number by the normal gravity value computed on the
 AC9328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9328.degrees latitude (g = 980.6199 gals.).
 AC9328
 AC9328.The modeled gravity was interpolated from observed gravity values.
 AC9328
 AC9328;                    North         East    Units  Estimated Accuracy
 AC9328;SPC MN S     -   253,860.      821,690.      MT  (+/- 180 meters Scaled)
 AC9328
 AC9328                          SUPERSEDED SURVEY CONTROL
 AC9328
 AC9328.No superseded survey control is available for this station.
 AC9328
 AC9328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK420148(NAD 83)
 AC9328
 AC9328_MARKER: DD = SURVEY DISK
 AC9328_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9328_STAMPING: 4009 A 1958
 AC9328_MARK LOGO: MNDT  
 AC9328_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9328+STABILITY: SURFACE MOTION
 AC9328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9328+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 AC9328
 AC9328  HISTORY     - Date     Condition        Report By
 AC9328  HISTORY     - 1958     MONUMENTED       MNDT
 AC9328  HISTORY     - 1989     GOOD             MNDT
 AC9328  HISTORY     - 19910312 GOOD             MNDT
 AC9328
 AC9328                          STATION DESCRIPTION
 AC9328
 AC9328'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9328'THE MARK IS LOCATED AT THE SOUTH EDGE OF THE CITY OF LE CENTER, IN THE
 AC9328'SOUTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 99 AND COUNTY ROAD
 AC9328'20, AT MILEPOINT 26.5, AND IN THE NW 1/4 OF SECTION 33, T111N, R24W.
 AC9328'THE MARK IS 65.6 FEET SOUTH OF AND 1.0 FOOT LOWER THAN THE CENTERLINE
 AC9328'OF TRUNK HIGHWAY 99, 61.0 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 AC9328'11, 0.5 FOOT NORTH OF A STEEL WITNESS POST AND 69.7 FEET WEST OF THE
 AC9328'CENTER OF A MASSEY FERGUSON SIGN POLE.  THE MARK, A STANDARD MNDT
 AC9328'BENCH MARK DISK STAMPED---4009 A 1958---, IS SET IN THE TOP OF A 6
 AC9328'FOOT LONG PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS BURIED 1.0 FOOT
 AC9328'BELOW THE SURFACE OF THE GROUND.
 AC9328
 AC9328                          STATION RECOVERY (1991)
 AC9328
 AC9328'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 AC9328'IN SOUTH EDGE OF THE CITY OF LE CENTER, 0.2 MILES (0.3 KM) EAST ALONG
 AC9328'TRUNK HIGHWAY 99 FROM ITS JUNCTION WITH PARK AVENUE, IN THE NW 1/4 OF
 AC9328'SECTION 33, T111N, R24W, 65.6 FT (20.0 M) SOUTH OF AND 2.0 FT (0.6 M)
 AC9328'BELOVE THE CENTERLINE OF TRUNK HIGHWAY 99, AT MILEPOINT 26.55, 0.5 FT
 AC9328'(15.2 CM) NORTH OF A STEEL WITNESS POST, AND 61.0 FT (18.6 M) EAST OF
 AC9328'THE CENTERLINE OF COUNTY ROAD 11.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9327 ***********************************************************************
 AC9327  DESIGNATION -  4009 B
 AC9327  PID         -  AC9327
 AC9327  STATE/COUNTY-  MN/LE SUEUR
 AC9327  COUNTRY     -  US
 AC9327  USGS QUAD   -  LE CENTER (1977)
 AC9327
 AC9327                         *CURRENT SURVEY CONTROL
 AC9327  ______________________________________________________________________
 AC9327* NAD 83(1986) POSITION- 44 23 03.     (N) 093 42 52.     (W)   SCALED    
 AC9327* NAVD 88 ORTHO HEIGHT -   312.708  (meters)    1025.94  (feet) ADJUSTED  
 AC9327  ______________________________________________________________________
 AC9327  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 AC9327  DYNAMIC HEIGHT  -        312.659 (meters)     1025.78  (feet) COMP
 AC9327  MODELED GRAVITY -    980,452.1   (mgal)                       NAVD 88
 AC9327
 AC9327  VERT ORDER      -  SECOND    CLASS I
 AC9327
 AC9327.The horizontal coordinates were scaled from a topographic map and have
 AC9327.an estimated accuracy of +/- 6 seconds.
 AC9327.
 AC9327.The orthometric height was determined by differential leveling and
 AC9327.adjusted in September 1997.
 AC9327
 AC9327.Photographs are available for this station.
 AC9327
 AC9327.The dynamic height is computed by dividing the NAVD 88
 AC9327.geopotential number by the normal gravity value computed on the
 AC9327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9327.degrees latitude (g = 980.6199 gals.).
 AC9327
 AC9327.The modeled gravity was interpolated from observed gravity values.
 AC9327
 AC9327;                    North         East    Units  Estimated Accuracy
 AC9327;SPC MN S     -   253,840.      822,750.      MT  (+/- 180 meters Scaled)
 AC9327
 AC9327                          SUPERSEDED SURVEY CONTROL
 AC9327
 AC9327.No superseded survey control is available for this station.
 AC9327
 AC9327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK430147(NAD 83)
 AC9327
 AC9327_MARKER: DB = BENCH MARK DISK
 AC9327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9327_STAMPING: 4009 B 1958
 AC9327_MARK LOGO: MNDT  
 AC9327_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9327
 AC9327  HISTORY     - Date     Condition        Report By
 AC9327  HISTORY     - 1958     MONUMENTED       MNDT
 AC9327  HISTORY     - 1989     GOOD             MNDT
 AC9327
 AC9327                          STATION DESCRIPTION
 AC9327
 AC9327'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9327'THE MARK IS LOCATED ABOUT 1 MILE SOUTHEAST OF THE CITY OF LE CENTER,
 AC9327'0.7 MILE EAST ALONG TRUNK HIGHWAY 99 FROM ITS JUNCTION WITH COUNTY
 AC9327'ROAD 11 AT LE CENTER, AT MILEPOINT 27.2, AND IN THE NE 1/4 OF SECTION
 AC9327'33, T111N, R24W.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9327'STAMPED---4009 B 1958---, IS SET IN THE HEADWALL AT THE SOUTHWEST
 AC9327'CORNER OF A BOX CULVERT, 26.0 FEET SOUTH OF AND 1.0 FOOT LOWER THAN
 AC9327'THE CENTERLINE OF TRUNK HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9326 ***********************************************************************
 AC9326  DESIGNATION -  4009 C
 AC9326  PID         -  AC9326
 AC9326  STATE/COUNTY-  MN/LE SUEUR
 AC9326  COUNTRY     -  US
 AC9326  USGS QUAD   -  LE CENTER (1977)
 AC9326
 AC9326                         *CURRENT SURVEY CONTROL
 AC9326  ______________________________________________________________________
 AC9326* NAD 83(2007) POSITION- 44 23 03.01769(N) 093 42 26.30907(W)   ADJUSTED  
 AC9326* NAD 83(2007) ELLIP HT-   293.299 (meters)        (02/10/07)   ADJUSTED
 AC9326* NAD 83(2007) EPOCH   -  2002.00
 AC9326* NAVD 88 ORTHO HEIGHT -   321.466  (meters)    1054.68  (feet) ADJUSTED  
 AC9326  ______________________________________________________________________
 AC9326  NAD 83(2007) X  -   -295,231.166 (meters)                     COMP
 AC9326  NAD 83(2007) Y  - -4,556,375.178 (meters)                     COMP
 AC9326  NAD 83(2007) Z  -  4,438,904.015 (meters)                     COMP
 AC9326  LAPLACE CORR    -          3.89  (seconds)                    DEFLEC09
 AC9326  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 AC9326  DYNAMIC HEIGHT  -        321.416 (meters)     1054.51  (feet) COMP
 AC9326  MODELED GRAVITY -    980,454.1   (mgal)                       NAVD 88
 AC9326
 AC9326  VERT ORDER      -  SECOND    CLASS I
 AC9326
 AC9326  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9326  Type                                         Horiz  Ellip  Dist(km)
 AC9326  -------------------------------------------------------------------
 AC9326  NETWORK                                       1.16   1.18
 AC9326  -------------------------------------------------------------------
 AC9326  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.14   1.14      5.92
 AC9326  -------------------------------------------------------------------
 AC9326  NOTE: Click here for information on individual local accuracy
 AC9326  values and other accuracy information.
 AC9326
 AC9326
 AC9326.The horizontal coordinates were established by GPS observations
 AC9326.and adjusted by the National Geodetic Survey in February 2007.
 AC9326
 AC9326.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9326.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9326
 AC9326.The horizontal coordinates are valid at the epoch date displayed above
 AC9326.which is a decimal equivalence of Year/Month/Day.
 AC9326
 AC9326.The orthometric height was determined by differential leveling and
 AC9326.adjusted in September 1997.
 AC9326
 AC9326.Photographs are available for this station.
 AC9326
 AC9326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9326
 AC9326.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9326
 AC9326.The ellipsoidal height was determined by GPS observations
 AC9326.and is referenced to NAD 83.
 AC9326
 AC9326.The dynamic height is computed by dividing the NAVD 88
 AC9326.geopotential number by the normal gravity value computed on the
 AC9326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9326.degrees latitude (g = 980.6199 gals.).
 AC9326
 AC9326.The modeled gravity was interpolated from observed gravity values.
 AC9326
 AC9326. The following values were computed from the NAD 83(2007) position.
 AC9326
 AC9326;                    North         East     Units Scale Factor Converg.
 AC9326;SPC MN S     -   253,838.755   823,321.879   MT  0.99992413   +0 12 18.6
 AC9326;SPC MN S     -   832,802.65  2,701,181.86   sFT  0.99992413   +0 12 18.6
 AC9326;UTM  15      - 4,914,786.624   443,659.358   MT  0.99963904   -0 29 41.1
 AC9326
 AC9326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9326!SPC MN S     -   0.99995401  x   0.99992413  =   0.99987815
 AC9326!UTM  15      -   0.99995401  x   0.99963904  =   0.99959307
 AC9326
 AC9326                          SUPERSEDED SURVEY CONTROL
 AC9326
 AC9326  NAD 83(1996)-  44 23 03.01712(N)    093 42 26.30863(W) AD(       ) 1
 AC9326  ELLIP H (09/16/04)  293.336  (m)                       GP(       ) 4 1
 AC9326  NAVD 88 (09/16/04)  321.47   (m)         1054.7    (f) LEVELING    3  
 AC9326
 AC9326.Superseded values are not recommended for survey control.
 AC9326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9326.See file dsdata.txt to determine how the superseded data were derived.
 AC9326
 AC9326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4365914786(NAD 83)
 AC9326
 AC9326_MARKER: DB = BENCH MARK DISK
 AC9326_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AC9326_STAMPING: 4009 C 1958
 AC9326_MARK LOGO: MNHD  
 AC9326_PROJECTION: RECESSED 8 CENTIMETERS
 AC9326_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC9326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9326+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AC9326
 AC9326  HISTORY     - Date     Condition        Report By
 AC9326  HISTORY     - 1958     MONUMENTED       MNHD
 AC9326  HISTORY     - 1989     GOOD             MNDT
 AC9326  HISTORY     - 20040517 GOOD             MNDT
 AC9326  HISTORY     - 20040701 GOOD             MNDT
 AC9326
 AC9326                          STATION DESCRIPTION
 AC9326
 AC9326'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9326'THE MARK IS LOCATED ABOUT 1-1/4 MILES EAST-SOUTHEAST OF THE CITY OF LE
 AC9326'CENTER, 1.05 MILES EAST ALONG TRUNK HIGHWAY 99 FROM ITS JUNCTION WITH
 AC9326'COUNTY ROAD 11 AT LE CENTER, AT MILEPOINT 27.55, AND IN THE NW 1/4 OF
 AC9326'SECTION 34, T111N, R24W.  THE MARK IS 70 FEET SOUTH OF AND 1.0 FOOT
 AC9326'LOWER THAN THE CENTERLINE OF HIGHWAY 99, 55.0 FEET EAST OF THE CENTER
 AC9326'OF COUNTY ROAD 110, 12.0 FEET EAST OF THE END FENCE POST OF AN EAST -
 AC9326'WEST FENCE, 0.3 FOOT NORTH OF A STEEL WITNESS POST, AND 38.9 FEET WEST
 AC9326'OF A TELEPHONE POLE.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9326'STAMPED---4009 C 1958---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 AC9326'(MAGNETIC) CONCRETE MONUMENT AND IS 0.2 FOOT BELOW THE SURFACE OF THE
 AC9326'GROUND.
 AC9326
 AC9326                          STATION RECOVERY (2004)
 AC9326
 AC9326'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 AC9326'RECOVERRED AS DESCRIBED, RECESSED 3 INCHES
 AC9326
 AC9326                          STATION RECOVERY (2004)
 AC9326
 AC9326'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WJN)
 AC9326'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF
 AC9326'MONTGOMERY, 3.7 MI (6.0 KM) NORTH-NORTHWEST OF CORDOVA AND 1.2 MI (1.9
 AC9326'KM) EAST-SOUTHEAST OF LE CENTER.
 AC9326' 
 AC9326'TO REACH TO THE MARK GO 1.0 MI (1.6 KM) EAST ON TRUNK HIGHWAY 99 FROM
 AC9326'THE JUNCTION OF TRUNK HIGHWAY 99 AND COUNTY ROAD 11, AT TRUNK HIGHWAY
 AC9326'99 MILE POINT 27.5, AT SOUTHEAST CORNER OF THE JUNCTION OF TRUNK
 AC9326'HIGHWAY 99 AND COUNTY ROAD 110, 70 FT (21.3 M) SOUTH OF TRUNK HIGHWAY
 AC9326'99, 56.5 FT (17.2 M) EAST OF COUNTY ROAD 110, 33.5 FT (10.2 M)
 AC9326'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL, 10.0 FT (3.0 M) SOUTH OF
 AC9326'UNDERGROUND CABLE MARKER, 0.4 FT (0.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9325 ***********************************************************************
 AC9325  DESIGNATION -  4009 D
 AC9325  PID         -  AC9325
 AC9325  STATE/COUNTY-  MN/LE SUEUR
 AC9325  COUNTRY     -  US
 AC9325  USGS QUAD   -  LE CENTER (1977)
 AC9325
 AC9325                         *CURRENT SURVEY CONTROL
 AC9325  ______________________________________________________________________
 AC9325* NAD 83(2007) POSITION- 44 23 02.73250(N) 093 41 15.74433(W)   ADJUSTED  
 AC9325* NAD 83(2007) ELLIP HT-   300.801 (meters)        (02/10/07)   ADJUSTED
 AC9325* NAD 83(2007) EPOCH   -  2002.00
 AC9325* NAVD 88 ORTHO HEIGHT -   328.957  (meters)    1079.25  (feet) ADJUSTED  
 AC9325  ______________________________________________________________________
 AC9325  NAD 83(2007) X  -   -293,673.120 (meters)                     COMP
 AC9325  NAD 83(2007) Y  - -4,556,487.408 (meters)                     COMP
 AC9325  NAD 83(2007) Z  -  4,438,902.971 (meters)                     COMP
 AC9325  LAPLACE CORR    -          4.68  (seconds)                    DEFLEC09
 AC9325  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 AC9325  DYNAMIC HEIGHT  -        328.908 (meters)     1079.09  (feet) COMP
 AC9325  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 AC9325
 AC9325  VERT ORDER      -  SECOND    CLASS I
 AC9325
 AC9325  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9325  Type                                         Horiz  Ellip  Dist(km)
 AC9325  -------------------------------------------------------------------
 AC9325  NETWORK                                       1.08   1.02
 AC9325  -------------------------------------------------------------------
 AC9325  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.12   1.02      2.72
 AC9325  -------------------------------------------------------------------
 AC9325  NOTE: Click here for information on individual local accuracy
 AC9325  values and other accuracy information.
 AC9325
 AC9325
 AC9325.The horizontal coordinates were established by GPS observations
 AC9325.and adjusted by the National Geodetic Survey in February 2007.
 AC9325
 AC9325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9325.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9325
 AC9325.The horizontal coordinates are valid at the epoch date displayed above
 AC9325.which is a decimal equivalence of Year/Month/Day.
 AC9325
 AC9325.The orthometric height was determined by differential leveling and
 AC9325.adjusted in September 1997.
 AC9325
 AC9325.Photographs are available for this station.
 AC9325
 AC9325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9325
 AC9325.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9325
 AC9325.The ellipsoidal height was determined by GPS observations
 AC9325.and is referenced to NAD 83.
 AC9325
 AC9325.The dynamic height is computed by dividing the NAVD 88
 AC9325.geopotential number by the normal gravity value computed on the
 AC9325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9325.degrees latitude (g = 980.6199 gals.).
 AC9325
 AC9325.The modeled gravity was interpolated from observed gravity values.
 AC9325
 AC9325. The following values were computed from the NAD 83(2007) position.
 AC9325
 AC9325;                    North         East     Units Scale Factor Converg.
 AC9325;SPC MN S     -   253,835.733   824,883.750   MT  0.99992413   +0 13 08.0
 AC9325;SPC MN S     -   832,792.73  2,706,306.10   sFT  0.99992413   +0 13 08.0
 AC9325;UTM  15      - 4,914,764.529   445,220.629   MT  0.99963690   -0 28 51.7
 AC9325
 AC9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9325!SPC MN S     -   0.99995284  x   0.99992413  =   0.99987697
 AC9325!UTM  15      -   0.99995284  x   0.99963690  =   0.99958975
 AC9325
 AC9325                          SUPERSEDED SURVEY CONTROL
 AC9325
 AC9325  NAD 83(1996)-  44 23 02.73190(N)    093 41 15.74387(W) AD(       ) 1
 AC9325  ELLIP H (09/16/04)  300.850  (m)                       GP(       ) 4 1
 AC9325  NAVD 88 (09/16/04)  328.96   (m)         1079.3    (f) LEVELING    3  
 AC9325
 AC9325.Superseded values are not recommended for survey control.
 AC9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9325.See file dsdata.txt to determine how the superseded data were derived.
 AC9325
 AC9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4522014764(NAD 83)
 AC9325
 AC9325_MARKER: DB = BENCH MARK DISK
 AC9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9325_STAMPING: 4009 D 1958
 AC9325_MARK LOGO: MNHD  
 AC9325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9325+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 AC9325
 AC9325  HISTORY     - Date     Condition        Report By
 AC9325  HISTORY     - 1958     MONUMENTED       MNHD
 AC9325  HISTORY     - 1989     GOOD             MNDT
 AC9325  HISTORY     - 20040517 GOOD             MNDT
 AC9325
 AC9325                          STATION DESCRIPTION
 AC9325
 AC9325'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9325'THE MARK IS LOCATED ABOUT 2 MILES EAST OF THE CITY OF LE CENTER, 2.0
 AC9325'MILES EAST ALONG TRUNK HIGHWAY 99 FROM ITS JUNCTION WITH COUNTY ROAD
 AC9325'11 AT LE CENTER, AT MILEPOINT 28.5, AND IN THE NE 1/4 OF SECTION 34,
 AC9325'T111N, R24W.  THE MARK IS 140 FEET WEST OF THE CENTER OF COUNTY ROAD
 AC9325'5, 70 FEET SOUTH OF AND 3.0 FEET BELOW THE LEVEL OF THE CENTERLINE OF
 AC9325'TRUNK HIGHWAY 99, 0.8 FOOT NORTH-NORTHWEST OF A STEEL WITNESS POST,
 AC9325'14.4 FEET EAST-NORTHEAST OF A TELEPHONE POLE, AND 4.6 FEET
 AC9325'NORTH-NORTHWEST OF A STEEL RIGHT-OF-WAY POST.  THE MARK, A STANDARD
 AC9325'MNDT BENCH MARK DISK STAMPED---4009 D 1958---, IS SET IN THE TOP OF A
 AC9325'PRECAST (MAGNETIC) CONCRETE MONUMENT AND IS 0.2 FOOT BELOW THE SURFACE
 AC9325'OF THE GROUND.
 AC9325
 AC9325                          STATION RECOVERY (2004)
 AC9325
 AC9325'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 AC9325'RECOVERED AS DESCRIBED, MAGNETIC, RECESSED 1 INCH
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9324 ***********************************************************************
 AC9324  DESIGNATION -  4009 E
 AC9324  PID         -  AC9324
 AC9324  STATE/COUNTY-  MN/LE SUEUR
 AC9324  COUNTRY     -  US
 AC9324  USGS QUAD   -  LE CENTER (1977)
 AC9324
 AC9324                         *CURRENT SURVEY CONTROL
 AC9324  ______________________________________________________________________
 AC9324* NAD 83(1986) POSITION- 44 23 03.     (N) 093 40 03.     (W)   SCALED    
 AC9324* NAVD 88 ORTHO HEIGHT -   320.073  (meters)    1050.11  (feet) ADJUSTED  
 AC9324  ______________________________________________________________________
 AC9324  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 AC9324  DYNAMIC HEIGHT  -        320.027 (meters)     1049.96  (feet) COMP
 AC9324  MODELED GRAVITY -    980,466.5   (mgal)                       NAVD 88
 AC9324
 AC9324  VERT ORDER      -  SECOND    CLASS I
 AC9324
 AC9324.The horizontal coordinates were scaled from a topographic map and have
 AC9324.an estimated accuracy of +/- 6 seconds.
 AC9324.
 AC9324.The orthometric height was determined by differential leveling and
 AC9324.adjusted in September 1997.
 AC9324
 AC9324.Photographs are available for this station.
 AC9324
 AC9324.The dynamic height is computed by dividing the NAVD 88
 AC9324.geopotential number by the normal gravity value computed on the
 AC9324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9324.degrees latitude (g = 980.6199 gals.).
 AC9324
 AC9324.The modeled gravity was interpolated from observed gravity values.
 AC9324
 AC9324;                    North         East    Units  Estimated Accuracy
 AC9324;SPC MN S     -   253,850.      826,490.      MT  (+/- 180 meters Scaled)
 AC9324
 AC9324                          SUPERSEDED SURVEY CONTROL
 AC9324
 AC9324.No superseded survey control is available for this station.
 AC9324
 AC9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK468147(NAD 83)
 AC9324
 AC9324_MARKER: DB = BENCH MARK DISK
 AC9324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9324_STAMPING: 4009 E 1958
 AC9324_MARK LOGO: MNDT  
 AC9324_PROJECTION: FLUSH
 AC9324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9324+STABILITY: SURFACE MOTION
 AC9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9324+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 AC9324
 AC9324  HISTORY     - Date     Condition        Report By
 AC9324  HISTORY     - 1958     MONUMENTED       MNDT
 AC9324  HISTORY     - 1989     GOOD             MNDT
 AC9324  HISTORY     - 20021230 GOOD             MNDT
 AC9324
 AC9324                          STATION DESCRIPTION
 AC9324
 AC9324'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9324'THE MARK IS LOCATED ABOUT 3 MILES EAST OF THE CITY OF LE CENTER, 3.0
 AC9324'MILES EAST ALONG TRUNK HIGHWAY 99 FROM ITS JUNCTION WITH COUNTY ROAD
 AC9324'11, AT MILEPOINT 29.5, AND IN THE NE 1/4 OF SECTION 35, T111N, R24W.
 AC9324'THE MARK IS 155 FEET WEST OF THE CENTER OF COUNTY ROAD 158, 70 FEET
 AC9324'SOUTH OF AND LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 99, 0.2 FOOT
 AC9324'NORTH OF A STEEL WITNESS POST AND 1.4 FEET NORTH OF AN 8 INCH DIAMETER
 AC9324'ELM TREE.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4009 E
 AC9324'1958---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST (MAGNETIC)
 AC9324'CONCRETE MONUMENT AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 AC9324
 AC9324                          STATION RECOVERY (2002)
 AC9324
 AC9324'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AC9324'3 MILES EAST ON TRUNK HIGHWAY 99 FROM JUNCTION OF TRUNK HIGHWAY 99 AND
 AC9324'COUNTY ROAD 11 AT LE CENTER, 155 FEET WEST OF COUNTY ROAD 158, 70 FEET
 AC9324'SOUTH OF TRUNK HIGHWAY 99, AT TRUNK HIGHWAY 99 MILEPOINT 29.5, 1.4
 AC9324'FEET NORTH OF 8 INCH ELM TREE, 0.2 FEET NORTH OF WITNESS POST, FLUSH,
 AC9324'MAGNETIC, NOT SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9323 ***********************************************************************
 AC9323  DESIGNATION -  4009 F
 AC9323  PID         -  AC9323
 AC9323  STATE/COUNTY-  MN/LE SUEUR
 AC9323  COUNTRY     -  US
 AC9323  USGS QUAD   -  LE CENTER (1977)
 AC9323
 AC9323                         *CURRENT SURVEY CONTROL
 AC9323  ______________________________________________________________________
 AC9323* NAD 83(1986) POSITION- 44 23 05.     (N) 093 38 45.     (W)   SCALED    
 AC9323* NAVD 88 ORTHO HEIGHT -   329.073  (meters)    1079.63  (feet) ADJUSTED  
 AC9323  ______________________________________________________________________
 AC9323  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 AC9323  DYNAMIC HEIGHT  -        329.028 (meters)     1079.49  (feet) COMP
 AC9323  MODELED GRAVITY -    980,474.1   (mgal)                       NAVD 88
 AC9323
 AC9323  VERT ORDER      -  SECOND    CLASS I
 AC9323
 AC9323.The horizontal coordinates were scaled from a topographic map and have
 AC9323.an estimated accuracy of +/- 6 seconds.
 AC9323.
 AC9323.The orthometric height was determined by differential leveling and
 AC9323.adjusted in September 1997.
 AC9323
 AC9323.Photographs are available for this station.
 AC9323
 AC9323.The dynamic height is computed by dividing the NAVD 88
 AC9323.geopotential number by the normal gravity value computed on the
 AC9323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9323.degrees latitude (g = 980.6199 gals.).
 AC9323
 AC9323.The modeled gravity was interpolated from observed gravity values.
 AC9323
 AC9323;                    North         East    Units  Estimated Accuracy
 AC9323;SPC MN S     -   253,920.      828,220.      MT  (+/- 180 meters Scaled)
 AC9323
 AC9323                          SUPERSEDED SURVEY CONTROL
 AC9323
 AC9323.No superseded survey control is available for this station.
 AC9323
 AC9323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK485148(NAD 83)
 AC9323
 AC9323_MARKER: DB = BENCH MARK DISK
 AC9323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9323_STAMPING: 4009 F 1958
 AC9323_MARK LOGO: MNDT  
 AC9323_PROJECTION: RECESSED 5 CENTIMETERS
 AC9323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9323+STABILITY: SURFACE MOTION
 AC9323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9323+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 AC9323
 AC9323  HISTORY     - Date     Condition        Report By
 AC9323  HISTORY     - 1958     MONUMENTED       MNDT
 AC9323  HISTORY     - 1989     GOOD             MNDT
 AC9323  HISTORY     - 20021230 GOOD             MNDT
 AC9323
 AC9323                          STATION DESCRIPTION
 AC9323
 AC9323'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9323'THE MARK IS LOCATED ABOUT 4-1/4 MILES EAST OF THE CITY OF LE CENTER,
 AC9323'4.1 MILES EAST ALONG TRUNK HIGHWAY 99 FROM ITS JUNCTION WITH COUNTY
 AC9323'ROAD 11 AT LE CENTER, AT MILEPOINT 30.6, AND IN THE SW 1/4 OF SECTION
 AC9323'30, T111N, R23W.  THE MARK IS 70 FEET NORTH OF AND 0.5 FOOT LOWER THAN
 AC9323'THE CENTERLINE OF TRUNK HIGHWAY 99, 225 FEET EAST OF THE CENTER OF
 AC9323'COUNTY ROAD 136, 0.2 FOOT SOUTH OF A STEEL WITNESS POST, 16.2 FEET
 AC9323'EAST OF A POWER POLE AND 0.4 FOOT SOUTH OF AN EAST - WEST FENCELINE.
 AC9323'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4009 F 1958---, IS
 AC9323'SET IN THE TOP OF A 6 FOOT LONG PRECAST (MAGNETIC) CONCRETE MONUMENT
 AC9323'AND IS 0.2 FOOT BELOW THE SURFACE OF THE GROUND.
 AC9323
 AC9323                          STATION RECOVERY (2002)
 AC9323
 AC9323'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AC9323'4.1 MILES EAST ON TRUNK HIGHWAY 99 FROM JUNCTION OF TRUNK HIGHWAY 99
 AC9323'AND COUNTY ROAD 11 AT LE CENTER, 70 FEET NORTH OF TRUNK HIGHWAY 99,
 AC9323'225 FEET EAST OF COUNTY ROAD 136, AT TRUNK HIGHWAY 99 MILEPOINT 30.6,
 AC9323'14.6 FEET NORTHEAST OF POWER POLE,0.4 FEET SOUTH OF EAST-WEST
 AC9323'FENCELINE, 0.2 FEET SOUTH OF WITNESS POST, RECESSED 2 INCHES,
 AC9323'MAGNETIC, SUITABLE FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9322 ***********************************************************************
 AC9322  DESIGNATION -  4009 G
 AC9322  PID         -  AC9322
 AC9322  STATE/COUNTY-  MN/LE SUEUR
 AC9322  COUNTRY     -  US
 AC9322  USGS QUAD   -  LE CENTER (1977)
 AC9322
 AC9322                         *CURRENT SURVEY CONTROL
 AC9322  ______________________________________________________________________
 AC9322* NAD 83(2007) POSITION- 44 23 04.76393(N) 093 37 35.53939(W)   ADJUSTED  
 AC9322* NAD 83(2007) ELLIP HT-   300.127 (meters)        (02/10/07)   ADJUSTED
 AC9322* NAD 83(2007) EPOCH   -  2002.00
 AC9322* NAVD 88 ORTHO HEIGHT -   328.144  (meters)    1076.59  (feet) ADJUSTED  
 AC9322  ______________________________________________________________________
 AC9322  NAD 83(2007) X  -   -288,805.717 (meters)                     COMP
 AC9322  NAD 83(2007) Y  - -4,556,754.078 (meters)                     COMP
 AC9322  NAD 83(2007) Z  -  4,438,947.314 (meters)                     COMP
 AC9322  LAPLACE CORR    -          6.34  (seconds)                    DEFLEC09
 AC9322  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 AC9322  DYNAMIC HEIGHT  -        328.102 (meters)     1076.45  (feet) COMP
 AC9322  MODELED GRAVITY -    980,480.6   (mgal)                       NAVD 88
 AC9322
 AC9322  VERT ORDER      -  SECOND    CLASS I
 AC9322
 AC9322  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9322  Type                                         Horiz  Ellip  Dist(km)
 AC9322  -------------------------------------------------------------------
 AC9322  NETWORK                                       1.20   1.06
 AC9322  -------------------------------------------------------------------
 AC9322  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.85   0.74      1.59
 AC9322  -------------------------------------------------------------------
 AC9322  NOTE: Click here for information on individual local accuracy
 AC9322  values and other accuracy information.
 AC9322
 AC9322
 AC9322.The horizontal coordinates were established by GPS observations
 AC9322.and adjusted by the National Geodetic Survey in February 2007.
 AC9322
 AC9322.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9322.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9322
 AC9322.The horizontal coordinates are valid at the epoch date displayed above
 AC9322.which is a decimal equivalence of Year/Month/Day.
 AC9322
 AC9322.The orthometric height was determined by differential leveling and
 AC9322.adjusted in September 1997.
 AC9322
 AC9322.Photographs are available for this station.
 AC9322
 AC9322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9322
 AC9322.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9322
 AC9322.The ellipsoidal height was determined by GPS observations
 AC9322.and is referenced to NAD 83.
 AC9322
 AC9322.The dynamic height is computed by dividing the NAVD 88
 AC9322.geopotential number by the normal gravity value computed on the
 AC9322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9322.degrees latitude (g = 980.6199 gals.).
 AC9322
 AC9322.The modeled gravity was interpolated from observed gravity values.
 AC9322
 AC9322. The following values were computed from the NAD 83(2007) position.
 AC9322
 AC9322;                    North         East     Units Scale Factor Converg.
 AC9322;SPC MN S     -   253,918.875   829,757.346   MT  0.99992411   +0 15 42.4
 AC9322;SPC MN S     -   833,065.51  2,722,295.56   sFT  0.99992411   +0 15 42.4
 AC9322;UTM  15      - 4,914,788.119   450,093.461   MT  0.99963063   -0 26 17.7
 AC9322
 AC9322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9322!SPC MN S     -   0.99995294  x   0.99992411  =   0.99987706
 AC9322!UTM  15      -   0.99995294  x   0.99963063  =   0.99958359
 AC9322
 AC9322                          SUPERSEDED SURVEY CONTROL
 AC9322
 AC9322  NAD 83(1996)-  44 23 04.76332(N)    093 37 35.53903(W) AD(       ) 1
 AC9322  ELLIP H (09/16/04)  300.179  (m)                       GP(       ) 4 1
 AC9322  NAVD 88 (09/16/04)  328.14   (m)         1076.6    (f) LEVELING    3  
 AC9322
 AC9322.Superseded values are not recommended for survey control.
 AC9322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9322.See file dsdata.txt to determine how the superseded data were derived.
 AC9322
 AC9322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5009314788(NAD 83)
 AC9322
 AC9322_MARKER: DB = BENCH MARK DISK
 AC9322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9322_STAMPING: 4009 G 1958
 AC9322_MARK LOGO: MNHD  
 AC9322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC9322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9322+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AC9322
 AC9322  HISTORY     - Date     Condition        Report By
 AC9322  HISTORY     - 1958     MONUMENTED       MNHD
 AC9322  HISTORY     - 1989     GOOD             MNDT
 AC9322  HISTORY     - 20021231 GOOD             MNDT
 AC9322
 AC9322                          STATION DESCRIPTION
 AC9322
 AC9322'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9322'THE MARK IS LOCATED ABOUT 4-1/4 MILES SOUTHWEST OF THE CITY OF
 AC9322'MONTGOMERY, 1.05 MILES WEST ALONG TRUNK HIGHWAY 99 FROM ITS JUNCTION
 AC9322'WITH TRUNK HIGHWAY 13 SOUTH OF MONTGOMERY, AT MILEPOINT 31.45, AND IN
 AC9322'THE SE 1/4 OF SECTION 30, T111N, R23W.  THE MARK IS 70 FEET NORTH OF
 AC9322'AND 2.0 FEET BELOW THE LEVEL OF THE CENTERLINE OF TRUNK HIGHWAY 99,
 AC9322'175 FEET WEST OF THE CENTER OF COUNTY ROAD 140 AND 0.2 FOOT SOUTH OF A
 AC9322'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9322'STAMPED---4009 G 1958---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 AC9322'(MAGNETIC) CONCRETE MONUMENT AND IS 0.2 FOOT BELOW THE SURFACE OF THE
 AC9322'GROUND.
 AC9322
 AC9322                          STATION RECOVERY (2002)
 AC9322
 AC9322'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AC9322'4.3 MILES (6.9 KM) SOUTHWEST OF MONTGOMERY, 1 MILE (1.6 KM) WEST OF
 AC9322'THE JUNCTION OF TRUNK HIGHWAY 99 AND TRUNK HIGHWAY 13, 70 FEET (21.3
 AC9322'M) NORTH OF TRUNK HIGHWAY 99, 175 FEET (53.3 M) WEST OF COUNTY ROAD
 AC9322'140, AT TRUNK HIGHWAY 99 MILEPOINT 31.45, 113 FEET (34.4 M) EAST OF
 AC9322'ENTRANCE, 83.1 FEET (25.3 M) EAST OF UTILITY POLE, 1.9 FEET (0.6 M)
 AC9322'NORTH OF WITNESS POST, RECESSED 4 INCHES, MAGNETIC,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC9317 ***********************************************************************
 AC9317  DESIGNATION -  4009 H
 AC9317  PID         -  AC9317
 AC9317  STATE/COUNTY-  MN/LE SUEUR
 AC9317  COUNTRY     -  US
 AC9317  USGS QUAD   -  MONTGOMERY (1966)
 AC9317
 AC9317                         *CURRENT SURVEY CONTROL
 AC9317  ______________________________________________________________________
 AC9317* NAD 83(2007) POSITION- 44 23 03.08271(N) 093 36 20.75680(W)   ADJUSTED  
 AC9317* NAD 83(2007) ELLIP HT-   297.024 (meters)        (02/10/07)   ADJUSTED
 AC9317* NAD 83(2007) EPOCH   -  2002.00
 AC9317* NAVD 88 ORTHO HEIGHT -   324.987  (meters)    1066.23  (feet) ADJUSTED  
 AC9317  ______________________________________________________________________
 AC9317  NAD 83(2007) X  -   -287,155.762 (meters)                     COMP
 AC9317  NAD 83(2007) Y  - -4,556,892.501 (meters)                     COMP
 AC9317  NAD 83(2007) Z  -  4,438,908.055 (meters)                     COMP
 AC9317  LAPLACE CORR    -          6.28  (seconds)                    DEFLEC09
 AC9317  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 AC9317  DYNAMIC HEIGHT  -        324.947 (meters)     1066.10  (feet) COMP
 AC9317  MODELED GRAVITY -    980,486.6   (mgal)                       NAVD 88
 AC9317
 AC9317  VERT ORDER      -  SECOND    CLASS I
 AC9317
 AC9317  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC9317  Type                                         Horiz  Ellip  Dist(km)
 AC9317  -------------------------------------------------------------------
 AC9317  NETWORK                                       0.88   0.73
 AC9317  -------------------------------------------------------------------
 AC9317  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.79   0.63      1.10
 AC9317  -------------------------------------------------------------------
 AC9317  NOTE: Click here for information on individual local accuracy
 AC9317  values and other accuracy information.
 AC9317
 AC9317
 AC9317.The horizontal coordinates were established by GPS observations
 AC9317.and adjusted by the National Geodetic Survey in February 2007.
 AC9317
 AC9317.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC9317.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC9317
 AC9317.The horizontal coordinates are valid at the epoch date displayed above
 AC9317.which is a decimal equivalence of Year/Month/Day.
 AC9317
 AC9317.The orthometric height was determined by differential leveling and
 AC9317.adjusted in June 2011.
 AC9317
 AC9317.Photographs are available for this station.
 AC9317
 AC9317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9317
 AC9317.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC9317
 AC9317.The ellipsoidal height was determined by GPS observations
 AC9317.and is referenced to NAD 83.
 AC9317
 AC9317.The dynamic height is computed by dividing the NAVD 88
 AC9317.geopotential number by the normal gravity value computed on the
 AC9317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9317.degrees latitude (g = 980.6199 gals.).
 AC9317
 AC9317.The modeled gravity was interpolated from observed gravity values.
 AC9317
 AC9317. The following values were computed from the NAD 83(2007) position.
 AC9317
 AC9317;                    North         East     Units Scale Factor Converg.
 AC9317;SPC MN S     -   253,874.758   831,412.769   MT  0.99992413   +0 16 34.8
 AC9317;SPC MN S     -   832,920.77  2,727,726.73   sFT  0.99992413   +0 16 34.8
 AC9317;UTM  15      - 4,914,723.799   451,747.734   MT  0.99962863   -0 25 25.4
 AC9317
 AC9317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9317!SPC MN S     -   0.99995343  x   0.99992413  =   0.99987756
 AC9317!UTM  15      -   0.99995343  x   0.99962863  =   0.99958208
 AC9317
 AC9317|---------------------------------------------------------------------|
 AC9317| PID    Reference Object                     Distance      Geod. Az  |
 AC9317|                                                           dddmmss.s |
 AC9317| AC9319 KILK                                254.108 METERS 08502     |
 AC9317|---------------------------------------------------------------------|
 AC9317
 AC9317                          SUPERSEDED SURVEY CONTROL
 AC9317
 AC9317  NAD 83(1996)-  44 23 03.08216(N)    093 36 20.75679(W) AD(       ) 1
 AC9317  ELLIP H (09/16/04)  297.077  (m)                       GP(       ) 4 1
 AC9317  NAVD 88 (09/16/04)  324.98   (m)         1066.2    (f) LEVELING    3  
 AC9317  NAVD 88 (09/23/97)  324.975  (m)         1066.19   (f) SUPERSEDED  2 1
 AC9317
 AC9317.Superseded values are not recommended for survey control.
 AC9317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9317.See file dsdata.txt to determine how the superseded data were derived.
 AC9317
 AC9317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5174714723(NAD 83)
 AC9317
 AC9317_MARKER: DB = BENCH MARK DISK
 AC9317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9317_STAMPING: 4009 H 1958
 AC9317_MARK LOGO: MNDT  
 AC9317_PROJECTION: RECESSED 8 CENTIMETERS
 AC9317_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AC9317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9317+STABILITY: SURFACE MOTION
 AC9317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9317+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 AC9317
 AC9317  HISTORY     - Date     Condition        Report By
 AC9317  HISTORY     - 1958     MONUMENTED       MNDT
 AC9317  HISTORY     - 1989     GOOD             MNDT
 AC9317  HISTORY     - 20021231 GOOD             MNDT
 AC9317  HISTORY     - 20040524 GOOD             MNDT
 AC9317
 AC9317                          STATION DESCRIPTION
 AC9317
 AC9317'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AC9317'THE MARK IS LOCATED ABOUT 3-3/4 MILES SOUTH-SOUTHWEST OF THE CITY OF
 AC9317'MONTGOMERY, AT THE JUNCTION OF TRUNK HIGHWAYS 99 AND 13, AND IN THE NE
 AC9317'1/4 OF SECTION 32, T111N, R23W.  THE MARK IS 80.5 FEET WEST OF AND 2.0
 AC9317'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 13 AT MILEPOINT 55.3, 123.0
 AC9317'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 99, 76.7 FEET SOUTHEAST OF A
 AC9317'POWER POLE, 78.5 FEET SOUTHWEST OF A GUY POLE, AND 0.4 FOOT NORTHEAST
 AC9317'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 AC9317'STAMPED---4009 H 1958---, IS SET IN THE TOP OF A 6 FOOT LONG PRECAST
 AC9317'(MAGNETIC) CONCRETE MONUMENT AND IS 0.2 FOOT BELOW THE SURFACE OF THE
 AC9317'GROUND.
 AC9317
 AC9317                          STATION RECOVERY (2002)
 AC9317
 AC9317'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AC9317'3.8 MILES (6.1 KM) SOUTH-SOUTHWEST OF MONTGOMERY, AT JUNCTION OF TRUNK
 AC9317'HIGHWAY 99 AND TRUNK HIGHWAY 13, 80.5 FEET (24.5 M) WEST OF TRUNK
 AC9317'HIGHWAY 13 AT MILEPOINT 55.3, 123 FEET (37.5 M) SOUTH OF TRUNK HIGHWAY
 AC9317'99, 76.7 FEET (23.4 M) SOUTHEAST OF UTILITY POLE, 78.5 FEET (23.9 M)
 AC9317'NORTHWEST OF GUY POLE, 0.4 FOOT (12.2 CM) NORTHEAST OF WITNESS POST,
 AC9317'RECESSED 3 INCHES, MAGNETIC
 AC9317
 AC9317                          STATION RECOVERY (2004)
 AC9317
 AC9317'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AC9317'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH-NORTHWEST OF
 AC9317'KILKENNY, 4.6 MI (7.4 KM) NORTHEAST OF CORDOVA AND 4.0 MI (6.4 KM)
 AC9317'SOUTH-SOUTHWEST OF MONTGOMERY.
 AC9317' 
 AC9317'TO REACH THE MARK GO 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF MONTGOMERY, AT
 AC9317'THE JUNCTION OF TRUNK HIGHWAY 99 AND TRUNK HIGHWAY 13, 80.5 FT (24.5
 AC9317'M) WEST OF TRUNK HIGHWAY 13, AT TRUNK HIGHWAY 13 MILE POINT 55.3, 123
 AC9317'FT (37.5 M) SOUTH OF TRUNK HIGHWAY 99, 76.7 FT (23.4 M) SOUTHEAST OF
 AC9317'POWER POLE, 78.5 FT (23.9 M) NORTHWEST OF GUY POLE, 0.4 FT (12 CM)
 AC9317'NORTHEAST OF A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4671 ***********************************************************************
 AE4671  DESIGNATION -  4009 J
 AE4671  PID         -  AE4671
 AE4671  STATE/COUNTY-  MN/LE SUEUR
 AE4671  COUNTRY     -  US
 AE4671  USGS QUAD   -  LE CENTER (1977)
 AE4671
 AE4671                         *CURRENT SURVEY CONTROL
 AE4671  ______________________________________________________________________
 AE4671* NAD 83(1986) POSITION- 44 23 00.     (N) 093 44 13.     (W)   SCALED    
 AE4671* NAVD 88 ORTHO HEIGHT -   320.263  (meters)    1050.73  (feet) ADJUSTED  
 AE4671  ______________________________________________________________________
 AE4671  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 AE4671  DYNAMIC HEIGHT  -        320.212 (meters)     1050.56  (feet) COMP
 AE4671  MODELED GRAVITY -    980,448.5   (mgal)                       NAVD 88
 AE4671
 AE4671  VERT ORDER      -  SECOND    CLASS I
 AE4671
 AE4671.The horizontal coordinates were scaled from a topographic map and have
 AE4671.an estimated accuracy of +/- 6 seconds.
 AE4671.
 AE4671.The orthometric height was determined by differential leveling and
 AE4671.adjusted in January 1998.
 AE4671
 AE4671.Photographs are available for this station.
 AE4671
 AE4671.The dynamic height is computed by dividing the NAVD 88
 AE4671.geopotential number by the normal gravity value computed on the
 AE4671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4671.degrees latitude (g = 980.6199 gals.).
 AE4671
 AE4671.The modeled gravity was interpolated from observed gravity values.
 AE4671
 AE4671;                    North         East    Units  Estimated Accuracy
 AE4671;SPC MN S     -   253,740.      820,960.      MT  (+/- 180 meters Scaled)
 AE4671
 AE4671                          SUPERSEDED SURVEY CONTROL
 AE4671
 AE4671.No superseded survey control is available for this station.
 AE4671
 AE4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK412147(NAD 83)
 AE4671
 AE4671_MARKER: DV = VERTICAL CONTROL DISK
 AE4671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4671_STAMPING: 4009 J 1991
 AE4671_MARK LOGO: MNDT  
 AE4671_PROJECTION: FLUSH
 AE4671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4671+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 AE4671_ROD/PIPE-DEPTH:  7.6 meters
 AE4671
 AE4671  HISTORY     - Date     Condition        Report By
 AE4671  HISTORY     - 1991     MONUMENTED       MNDT
 AE4671  HISTORY     - 20021230 GOOD             MNDT
 AE4671
 AE4671                          STATION DESCRIPTION
 AE4671
 AE4671'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4671'THE MARK IS LOCATED IN THE CITY OF LE CENTER, IN THE SE QUADRANT AT
 AE4671'THE JCT OF TH 99 (E-W) , CO RD 114 (SOUTH) , AND CO RD 38 (NORTH) ,
 AE4671'83.5 FT (25.5 M) SOUTH OF TH 99, AT TH 99 MP 26.05, 119.0 FT (36.3 M)
 AE4671'EAST OF CO RD 114, 79.6 FT (24.3 M) ESE OF TH ESE CORNER OF A JCT BOX,
 AE4671'AND 1.2 FT (0.4 M) WEST OF A WIT POST.
 AE4671
 AE4671                          STATION RECOVERY (2002)
 AE4671
 AE4671'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4671'AT LE CENTER, AT SOUTHEAST CORNER OF JUNCTION OF TRUNK HIGHWAY 99
 AE4671'(E-W)-CO ROAD 114 (SOUTH) AND COUNTY ROAD 38 (NORTH), 83.5 FEET SOUTH
 AE4671'OF TRUNK HIGHWAY 99, AT TRUNK HIGHWAY 99 MILEPOINT 26.05, 119.0 FEET
 AE4671'EAST OF COUNTY ROAD 114, 79.6 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER
 AE4671'OF JUNCTION BOX, 1.2 FEET WEST OF WITNESS POST 25 FEET ALUM ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8221 ***********************************************************************
 DF8221  DESIGNATION -  4010 D
 DF8221  PID         -  DF8221
 DF8221  STATE/COUNTY-  MN/LE SUEUR
 DF8221  COUNTRY     -  US
 DF8221  USGS QUAD   -  MONTGOMERY (1966)
 DF8221
 DF8221                         *CURRENT SURVEY CONTROL
 DF8221  ______________________________________________________________________
 DF8221* NAD 83(2007) POSITION- 44 23 03.96993(N) 093 31 29.20982(W)   ADJUSTED  
 DF8221* NAD 83(2007) ELLIP HT-   318.669 (meters)        (02/10/07)   ADJUSTED
 DF8221* NAD 83(2007) EPOCH   -  2002.00
 DF8221* NAVD 88 ORTHO HEIGHT -   346.5    (meters)    1137.    (feet) GPS OBS   
 DF8221  ______________________________________________________________________
 DF8221  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF8221  GEOID HEIGHT    -        -27.75  (meters)                     GEOID03
 DF8221  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 DF8221  NAD 83(2007) X  -   -280,714.267 (meters)                     COMP
 DF8221  NAD 83(2007) Y  - -4,557,290.152 (meters)                     COMP
 DF8221  NAD 83(2007) Z  -  4,438,942.767 (meters)                     COMP
 DF8221  LAPLACE CORR    -          1.75  (seconds)                    DEFLEC09
 DF8221
 DF8221  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8221  Type                                         Horiz  Ellip  Dist(km)
 DF8221  -------------------------------------------------------------------
 DF8221  NETWORK                                       1.11   1.25
 DF8221  -------------------------------------------------------------------
 DF8221  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.16   1.25     10.76
 DF8221  -------------------------------------------------------------------
 DF8221  NOTE: Click here for information on individual local accuracy
 DF8221  values and other accuracy information.
 DF8221
 DF8221
 DF8221.The horizontal coordinates were established by GPS observations
 DF8221.and adjusted by the National Geodetic Survey in February 2007.
 DF8221
 DF8221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8221.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8221
 DF8221.The horizontal coordinates are valid at the epoch date displayed above
 DF8221.which is a decimal equivalence of Year/Month/Day.
 DF8221
 DF8221.The orthometric height was determined by GPS observations and a
 DF8221.high-resolution geoid model.
 DF8221
 DF8221.Photographs are available for this station.
 DF8221
 DF8221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8221
 DF8221.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8221
 DF8221.The ellipsoidal height was determined by GPS observations
 DF8221.and is referenced to NAD 83.
 DF8221
 DF8221. The following values were computed from the NAD 83(2007) position.
 DF8221
 DF8221;                    North         East     Units Scale Factor Converg.
 DF8221;SPC MN S     -   253,936.459   837,865.488   MT  0.99992412   +0 19 59.1
 DF8221;SPC MN S     -   833,123.20  2,748,897.02   sFT  0.99992412   +0 19 59.1
 DF8221;UTM  15      - 4,914,706.655   458,198.795   MT  0.99962149   -0 22 01.5
 DF8221
 DF8221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8221!SPC MN S     -   0.99995004  x   0.99992412  =   0.99987416
 DF8221!UTM  15      -   0.99995004  x   0.99962149  =   0.99957154
 DF8221
 DF8221                          SUPERSEDED SURVEY CONTROL
 DF8221
 DF8221  NAD 83(1996)-  44 23 03.96933(N)    093 31 29.20936(W) AD(       ) 1
 DF8221  ELLIP H (10/06/03)  318.717  (m)                       GP(       ) 4 1
 DF8221  NAVD 88 (10/06/03)  346.5    (m)  GEOID99 model used   GPS OBS        
 DF8221
 DF8221.Superseded values are not recommended for survey control.
 DF8221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8221.See file dsdata.txt to determine how the superseded data were derived.
 DF8221
 DF8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK5819814706(NAD 83)
 DF8221
 DF8221_MARKER: DD = SURVEY DISK
 DF8221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8221_STAMPING: 4010 D 1999
 DF8221_MARK LOGO: MNDT  
 DF8221_PROJECTION: PROJECTING 5 CENTIMETERS
 DF8221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8221+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2006
 DF8221
 DF8221  HISTORY     - Date     Condition        Report By
 DF8221  HISTORY     - 1999     MONUMENTED       MNDT
 DF8221  HISTORY     - 20021223 GOOD             MNDT
 DF8221  HISTORY     - 20060906 GOOD             MNDT
 DF8221
 DF8221                          STATION DESCRIPTION
 DF8221
 DF8221'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF8221'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.5 MI (5.6 KM)
 DF8221'SSE OF MONTGOMERY, 4.0 MI (6.4 KM) EAST ALONG TH 99 FROM JCT OF TH 99
 DF8221'AND TH 13 IN MONTGOMERY, AT TH 99 MP 36.6, 100 FT (30.5 M) SOUTH OF TH
 DF8221'99, 39 FT (11.9 M) WEST OF CO RD 137, 11.5 FT (3.5 M) NORTH OF P-POLE,
 DF8221'13.8 FT (4.2 M) NE OF P-POLE, 42.5 FT (13.0 M) SOUTH OF P-POLE, AND
 DF8221'0.5 FT (15.2 CM) NORTH OF WIT POST, PROJECTS 2 INCHES, MAGNETIC, AND
 DF8221'SUITABLE FOR GPS.  ROD DEPTH IS UNKNOWN, SET BY DISTRICT.
 DF8221
 DF8221                          STATION RECOVERY (2006)
 DF8221
 DF8221'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 DF8221'3.5 MILES SOUTH-SOUTHEAST OF MONTGOMERY, 4 MILES EAST ALONG TRUNK
 DF8221'HIGHWAY 99 FROM JUNCTION OF TRUNK HIGHWAY 99 AND TRUNK HIGHWAY 13, AT
 DF8221'TRUNK HIGHWAY 99 MILEPOINT 36.6, 100 FEET SOUTH OF TRUNK HIGHWAY 99,
 DF8221'39 FEET WEST OF COUNTY ROAD 137, 11.5 FEET NORTH OF POWER POLE, 13.8
 DF8221'FEET NORTHEAST OF POWER POLE, 42.5 FEET SOUTH OF POWER POLE, 0.5 FOOT
 DF8221'NORTH OF WITNESS POST.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4673 ***********************************************************************
 AE4673  DESIGNATION -  4011 C
 AE4673  PID         -  AE4673
 AE4673  STATE/COUNTY-  MN/LE SUEUR
 AE4673  COUNTRY     -  US
 AE4673  USGS QUAD   -  ST THOMAS (1965)
 AE4673
 AE4673                         *CURRENT SURVEY CONTROL
 AE4673  ______________________________________________________________________
 AE4673* NAD 83(2007) POSITION- 44 23 05.74702(N) 093 46 06.42646(W)   ADJUSTED  
 AE4673* NAD 83(2007) ELLIP HT-   276.520 (meters)        (02/10/07)   ADJUSTED
 AE4673* NAD 83(2007) EPOCH   -  2002.00
 AE4673* NAVD 88 ORTHO HEIGHT -   304.765  (meters)     999.88  (feet) ADJUSTED  
 AE4673  ______________________________________________________________________
 AE4673  NAD 83(2007) X  -   -300,088.714 (meters)                     COMP
 AE4673  NAD 83(2007) Y  - -4,555,986.758 (meters)                     COMP
 AE4673  NAD 83(2007) Z  -  4,438,952.488 (meters)                     COMP
 AE4673  LAPLACE CORR    -          1.51  (seconds)                    DEFLEC09
 AE4673  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 AE4673  DYNAMIC HEIGHT  -        304.716 (meters)      999.72  (feet) COMP
 AE4673  MODELED GRAVITY -    980,450.9   (mgal)                       NAVD 88
 AE4673
 AE4673  VERT ORDER      -  SECOND    CLASS I
 AE4673
 AE4673  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4673  Type                                         Horiz  Ellip  Dist(km)
 AE4673  -------------------------------------------------------------------
 AE4673  NETWORK                                       0.73   0.69
 AE4673  -------------------------------------------------------------------
 AE4673  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.62   0.53      1.48
 AE4673  -------------------------------------------------------------------
 AE4673  NOTE: Click here for information on individual local accuracy
 AE4673  values and other accuracy information.
 AE4673
 AE4673
 AE4673.The horizontal coordinates were established by GPS observations
 AE4673.and adjusted by the National Geodetic Survey in February 2007.
 AE4673
 AE4673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4673.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4673
 AE4673.The horizontal coordinates are valid at the epoch date displayed above
 AE4673.which is a decimal equivalence of Year/Month/Day.
 AE4673
 AE4673.The orthometric height was determined by differential leveling and
 AE4673.adjusted in January 1998.
 AE4673
 AE4673.Photographs are available for this station.
 AE4673
 AE4673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4673
 AE4673.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4673
 AE4673.The ellipsoidal height was determined by GPS observations
 AE4673.and is referenced to NAD 83.
 AE4673
 AE4673.The dynamic height is computed by dividing the NAVD 88
 AE4673.geopotential number by the normal gravity value computed on the
 AE4673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4673.degrees latitude (g = 980.6199 gals.).
 AE4673
 AE4673.The modeled gravity was interpolated from observed gravity values.
 AE4673
 AE4673. The following values were computed from the NAD 83(2007) position.
 AE4673
 AE4673;                    North         East     Units Scale Factor Converg.
 AE4673;SPC MN S     -   253,907.371   818,449.684   MT  0.99992410   +0 09 44.3
 AE4673;SPC MN S     -   833,027.77  2,685,197.00   sFT  0.99992410   +0 09 44.3
 AE4673;UTM  15      - 4,914,914.711   438,789.737   MT  0.99964608   -0 32 15.1
 AE4673
 AE4673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4673!SPC MN S     -   0.99995664  x   0.99992410  =   0.99988075
 AE4673!UTM  15      -   0.99995664  x   0.99964608  =   0.99960274
 AE4673
 AE4673:                Primary Azimuth Mark                     Grid Az
 AE4673:SPC MN S     -  4011 D                                   268 27 51.5
 AE4673:UTM  15      -  4011 D                                   269 09 50.9
 AE4673
 AE4673|---------------------------------------------------------------------|
 AE4673| PID    Reference Object                     Distance      Geod. Az  |
 AE4673|                                                           dddmmss.s |
 AE4673| AE4674 4011 D                              APPROX. 0.8 KM 2683735.8 |
 AE4673|---------------------------------------------------------------------|
 AE4673
 AE4673                          SUPERSEDED SURVEY CONTROL
 AE4673
 AE4673  NAD 83(1996)-  44 23 05.74648(N)    093 46 06.42599(W) AD(       ) 1
 AE4673  ELLIP H (09/16/04)  276.556  (m)                       GP(       ) 4 1
 AE4673  NAVD 88 (09/16/04)  304.77   (m)          999.9    (f) LEVELING    3  
 AE4673
 AE4673.Superseded values are not recommended for survey control.
 AE4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4673.See file dsdata.txt to determine how the superseded data were derived.
 AE4673
 AE4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3878914914(NAD 83)
 AE4673
 AE4673_MARKER: DV = VERTICAL CONTROL DISK
 AE4673_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4673_STAMPING: 4011 C 1991
 AE4673_MARK LOGO: MNDT  
 AE4673_PROJECTION: FLUSH
 AE4673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4673+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4673_ROD/PIPE-DEPTH:  6.1 meters
 AE4673
 AE4673  HISTORY     - Date     Condition        Report By
 AE4673  HISTORY     - 1991     MONUMENTED       MNDT
 AE4673  HISTORY     - 20021231 GOOD             MNDT
 AE4673
 AE4673                          STATION DESCRIPTION
 AE4673
 AE4673'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4673'THE MARK IS LOCATED 2.0 MILES (3.2 KM) WEST OF THE CITY OF LE CENTER,
 AE4673'0.8 MILES (1.3 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK
 AE4673'HIGHWAY 99, IN THE SE 1/4 OF SECTION 25, T111N, R25W, 300.0 FT (91.4
 AE4673'M) NORTH OF AND 1.5 FT (0.5 M) LOWER THAN THE CENTER OF COUNTY ROAD
 AE4673'113, AT MILEPOINT 14.1, 2.2 FT (0.7 M) EAST OF A STEEL WITNESS POST,
 AE4673'2.5 FT (0.8 M) SOUTHEAST OF A POWER POLE, 28.5 FT (8.7 M) WEST OF THE
 AE4673'CENTERLINE OF COUNTY ROAD 113, AND FLUSH WITH THE GROUND.
 AE4673
 AE4673                          STATION RECOVERY (2002)
 AE4673
 AE4673'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4673'2 MILES (3.2 KM) WEST OF LE CENTER, 0.8 MILE (1.3 KM) WEST OF THE
 AE4673'JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK HIGHWAY 99, 300 FEET (91.4 M)
 AE4673'NORTH OF TRUNK HIGHWAY 112 AT MILEPOINT 14.1, 28.5 FEET (8.7 M) WEST
 AE4673'OF 251 AVE (COUNTY ROAD 113) , 2.5 FEET (0.8 M) SOUTHEAST OF UTILITY
 AE4673'POLE, 2.2 FEET (0.7 M) EAST OF WITNESS POST, RECESSED 2 INCHES,
 AE4673'MAGNETIC
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4674 ***********************************************************************
 AE4674  DESIGNATION -  4011 D
 AE4674  PID         -  AE4674
 AE4674  STATE/COUNTY-  MN/LE SUEUR
 AE4674  COUNTRY     -  US
 AE4674  USGS QUAD   -  ST THOMAS (1965)
 AE4674
 AE4674                         *CURRENT SURVEY CONTROL
 AE4674  ______________________________________________________________________
 AE4674* NAD 83(2007) POSITION- 44 23 05.14646(N) 093 46 41.27131(W)   ADJUSTED  
 AE4674* NAD 83(2007) ELLIP HT-   278.769 (meters)        (02/10/07)   ADJUSTED
 AE4674* NAD 83(2007) EPOCH   -  2002.00
 AE4674* NAVD 88 ORTHO HEIGHT -   307.015  (meters)    1007.27  (feet) ADJUSTED  
 AE4674  ______________________________________________________________________
 AE4674  NAD 83(2007) X  -   -300,859.324 (meters)                     COMP
 AE4674  NAD 83(2007) Y  - -4,555,950.540 (meters)                     COMP
 AE4674  NAD 83(2007) Z  -  4,438,940.813 (meters)                     COMP
 AE4674  LAPLACE CORR    -          1.11  (seconds)                    DEFLEC09
 AE4674  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AE4674  DYNAMIC HEIGHT  -        306.966 (meters)     1007.10  (feet) COMP
 AE4674  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 AE4674
 AE4674  VERT ORDER      -  SECOND    CLASS I
 AE4674
 AE4674  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4674  Type                                         Horiz  Ellip  Dist(km)
 AE4674  -------------------------------------------------------------------
 AE4674  NETWORK                                       0.68   0.61
 AE4674  -------------------------------------------------------------------
 AE4674  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.57   0.50      1.64
 AE4674  -------------------------------------------------------------------
 AE4674  NOTE: Click here for information on individual local accuracy
 AE4674  values and other accuracy information.
 AE4674
 AE4674
 AE4674.The horizontal coordinates were established by GPS observations
 AE4674.and adjusted by the National Geodetic Survey in February 2007.
 AE4674
 AE4674.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4674.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4674
 AE4674.The horizontal coordinates are valid at the epoch date displayed above
 AE4674.which is a decimal equivalence of Year/Month/Day.
 AE4674
 AE4674.The orthometric height was determined by differential leveling and
 AE4674.adjusted in January 1998.
 AE4674
 AE4674.Photographs are available for this station.
 AE4674
 AE4674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4674
 AE4674.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4674
 AE4674.The ellipsoidal height was determined by GPS observations
 AE4674.and is referenced to NAD 83.
 AE4674
 AE4674.The dynamic height is computed by dividing the NAVD 88
 AE4674.geopotential number by the normal gravity value computed on the
 AE4674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4674.degrees latitude (g = 980.6199 gals.).
 AE4674
 AE4674.The modeled gravity was interpolated from observed gravity values.
 AE4674
 AE4674. The following values were computed from the NAD 83(2007) position.
 AE4674
 AE4674;                    North         East     Units Scale Factor Converg.
 AE4674;SPC MN S     -   253,886.696   817,678.507   MT  0.99992411   +0 09 19.9
 AE4674;SPC MN S     -   832,959.94  2,682,666.90   sFT  0.99992411   +0 09 19.9
 AE4674;UTM  15      - 4,914,903.460   438,018.579   MT  0.99964724   -0 32 39.5
 AE4674
 AE4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4674!SPC MN S     -   0.99995629  x   0.99992411  =   0.99988040
 AE4674!UTM  15      -   0.99995629  x   0.99964724  =   0.99960355
 AE4674
 AE4674:                Primary Azimuth Mark                     Grid Az
 AE4674:SPC MN S     -  4011 C                                   088 27 51.5
 AE4674:UTM  15      -  4011 C                                   089 09 50.9
 AE4674
 AE4674|---------------------------------------------------------------------|
 AE4674| PID    Reference Object                     Distance      Geod. Az  |
 AE4674|                                                           dddmmss.s |
 AE4674| AE4673 4011 C                              APPROX. 0.8 KM 0883711.4 |
 AE4674|---------------------------------------------------------------------|
 AE4674
 AE4674                          SUPERSEDED SURVEY CONTROL
 AE4674
 AE4674  NAD 83(1996)-  44 23 05.14592(N)    093 46 41.27084(W) AD(       ) 1
 AE4674  ELLIP H (09/16/04)  278.804  (m)                       GP(       ) 4 1
 AE4674  NAVD 88 (09/16/04)  307.02   (m)         1007.3    (f) LEVELING    3  
 AE4674
 AE4674.Superseded values are not recommended for survey control.
 AE4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4674.See file dsdata.txt to determine how the superseded data were derived.
 AE4674
 AE4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3801814903(NAD 83)
 AE4674
 AE4674_MARKER: DV = VERTICAL CONTROL DISK
 AE4674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4674_STAMPING: 4011 D 1991
 AE4674_MARK LOGO: MNDT  
 AE4674_PROJECTION: FLUSH
 AE4674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4674+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4674_ROD/PIPE-DEPTH:  7.6 meters
 AE4674
 AE4674  HISTORY     - Date     Condition        Report By
 AE4674  HISTORY     - 1991     MONUMENTED       MNDT
 AE4674  HISTORY     - 20021231 GOOD             MNDT
 AE4674
 AE4674                          STATION DESCRIPTION
 AE4674
 AE4674'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4674'THE MARK IS LOCATED 2.35 MILES (3.78 KM) WEST OF THE CITY OF LE
 AE4674'CENTER, 1.25 MILES (2.01 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112
 AE4674'AND TRUNK HIGHWAY 99, IN THE SE 1/4 OF SECTION 25, T111N, R25W, 230.0
 AE4674'FT (70.1 M) NORTH OF AND 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 AE4674'TRUNK HIGHWAY 112, AT MILEPOINT 13.65, 1.5 FT (0.5 M) NORTH OF A STEEL
 AE4674'WITNESS POST, 2.2 FT (0.7 M) SOUTH OF A TRANSFORMER POLE, 26.5 FT (8.1
 AE4674'M) EAST OF CENTER OF FARM DRIVE, AND FLUSH WITH THE GROUND.
 AE4674
 AE4674                          STATION RECOVERY (2002)
 AE4674
 AE4674'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4674'2.35 MILES (3.78 KM) WEST OF LE CENTER, 1.25 MILE (2.01 KM) WEST OF
 AE4674'THE JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK HIGHWAY 99, 230 FEET (70.1
 AE4674'M) NORTH OF TRUNK HIGHWAY 112 AT MILEPOINT 13.65, 26.5 FEET (8.1 M)
 AE4674'EAST OF FARM DRIVE NUMBER 25586, 2.2 FEET (0.7 M) SOUTH OF POWER POLE,
 AE4674'1.5 FOOT (0.5 M) NORTH OF WITNESS POST, RECESSED 2 INCHES, MAGNETIC,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4676 ***********************************************************************
 AE4676  DESIGNATION -  4011 E
 AE4676  PID         -  AE4676
 AE4676  STATE/COUNTY-  MN/LE SUEUR
 AE4676  COUNTRY     -  US
 AE4676  USGS QUAD   -  ST THOMAS (1965)
 AE4676
 AE4676                         *CURRENT SURVEY CONTROL
 AE4676  ______________________________________________________________________
 AE4676* NAD 83(1986) POSITION- 44 23 05.     (N) 093 48 07.     (W)   SCALED    
 AE4676* NAVD 88 ORTHO HEIGHT -   309.866  (meters)    1016.62  (feet) ADJUSTED  
 AE4676  ______________________________________________________________________
 AE4676  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AE4676  DYNAMIC HEIGHT  -        309.818 (meters)     1016.46  (feet) COMP
 AE4676  MODELED GRAVITY -    980,454.5   (mgal)                       NAVD 88
 AE4676
 AE4676  VERT ORDER      -  SECOND    CLASS I
 AE4676
 AE4676.The horizontal coordinates were scaled from a topographic map and have
 AE4676.an estimated accuracy of +/- 6 seconds.
 AE4676.
 AE4676.The orthometric height was determined by differential leveling and
 AE4676.adjusted in January 1998.
 AE4676
 AE4676.Photographs are available for this station.
 AE4676
 AE4676.The dynamic height is computed by dividing the NAVD 88
 AE4676.geopotential number by the normal gravity value computed on the
 AE4676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4676.degrees latitude (g = 980.6199 gals.).
 AE4676
 AE4676.The modeled gravity was interpolated from observed gravity values.
 AE4676
 AE4676;                    North         East    Units  Estimated Accuracy
 AE4676;SPC MN S     -   253,880.      815,780.      MT  (+/- 180 meters Scaled)
 AE4676
 AE4676                          SUPERSEDED SURVEY CONTROL
 AE4676
 AE4676.No superseded survey control is available for this station.
 AE4676
 AE4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK361149(NAD 83)
 AE4676
 AE4676_MARKER: DV = VERTICAL CONTROL DISK
 AE4676_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4676_STAMPING: 4011 E 1991
 AE4676_MARK LOGO: MNDT  
 AE4676_PROJECTION: FLUSH
 AE4676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4676+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4676_ROD/PIPE-DEPTH: 10.7 meters
 AE4676
 AE4676  HISTORY     - Date     Condition        Report By
 AE4676  HISTORY     - 1991     MONUMENTED       MNDT
 AE4676  HISTORY     - 20021231 GOOD             MNDT
 AE4676
 AE4676                          STATION DESCRIPTION
 AE4676
 AE4676'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4676'THE MARK IS LOCATED 3.5 MILES (5.6 KM) WEST OF THE CITY OF LE CENTER,
 AE4676'2.45 MILES (3.94 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4676'TRUNK HIGHWAY 99, IN THE SE 1/4 OF SECTION 26, T111N, R25W, 145.0 FT
 AE4676'(44.2 M) NORTH OF AND 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 AE4676'TRUNK HIGHWAY 112, AT MILEPOINT 12.45, 1.0 FT (0.3 M) SOUTH OF A STEEL
 AE4676'WITNESS POST, 26.0 FT (7.9 M) EAST OF A FIELD ENTRANCE, 45.6 FT (13.9
 AE4676'M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SHED, AND FLUSH WITH
 AE4676'THE GROUND.
 AE4676
 AE4676                          STATION RECOVERY (2002)
 AE4676
 AE4676'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4676'3.5 MILES WEST OF LE CENTER, 2.45 MILES WEST ON TRUNK HIGHWAY 112 FROM
 AE4676'JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK HIGHWAY 99, 145 FEET NORTH OF
 AE4676'TRUNK HIGHWAY 112, AT TRUNK HIGHWAY 112 MILEPOINT 12.45, 26 FEET EAST
 AE4676'OF FIELD ENTRANCE, 45.6 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF
 AE4676'SHED, 1.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4677 ***********************************************************************
 AE4677  DESIGNATION -  4011 F
 AE4677  PID         -  AE4677
 AE4677  STATE/COUNTY-  MN/LE SUEUR
 AE4677  COUNTRY     -  US
 AE4677  USGS QUAD   -  ST THOMAS (1965)
 AE4677
 AE4677                         *CURRENT SURVEY CONTROL
 AE4677  ______________________________________________________________________
 AE4677* NAD 83(1986) POSITION- 44 23 05.     (N) 093 48 50.     (W)   SCALED    
 AE4677* NAVD 88 ORTHO HEIGHT -   306.618  (meters)    1005.96  (feet) ADJUSTED  
 AE4677  ______________________________________________________________________
 AE4677  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 AE4677  DYNAMIC HEIGHT  -        306.570 (meters)     1005.81  (feet) COMP
 AE4677  MODELED GRAVITY -    980,456.0   (mgal)                       NAVD 88
 AE4677
 AE4677  VERT ORDER      -  SECOND    CLASS I
 AE4677
 AE4677.The horizontal coordinates were scaled from a topographic map and have
 AE4677.an estimated accuracy of +/- 6 seconds.
 AE4677.
 AE4677.The orthometric height was determined by differential leveling and
 AE4677.adjusted in January 1998.
 AE4677
 AE4677.The dynamic height is computed by dividing the NAVD 88
 AE4677.geopotential number by the normal gravity value computed on the
 AE4677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4677.degrees latitude (g = 980.6199 gals.).
 AE4677
 AE4677.The modeled gravity was interpolated from observed gravity values.
 AE4677
 AE4677;                    North         East    Units  Estimated Accuracy
 AE4677;SPC MN S     -   253,880.      814,830.      MT  (+/- 180 meters Scaled)
 AE4677
 AE4677                          SUPERSEDED SURVEY CONTROL
 AE4677
 AE4677.No superseded survey control is available for this station.
 AE4677
 AE4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK351149(NAD 83)
 AE4677
 AE4677_MARKER: DD = SURVEY DISK
 AE4677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4677_STAMPING: 4011 F 1991
 AE4677_MARK LOGO: MNDT  
 AE4677_PROJECTION: RECESSED 5 CENTIMETERS
 AE4677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4677+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE4677_ROD/PIPE-DEPTH:  7.6 meters
 AE4677
 AE4677  HISTORY     - Date     Condition        Report By
 AE4677  HISTORY     - 1991     MONUMENTED       MNDT
 AE4677
 AE4677                          STATION DESCRIPTION
 AE4677
 AE4677'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4677'THE MARK IS LOCATED 4.5 MILES (7.2 KM) WEST OF THE CITY OF LE CENTER,
 AE4677'3.15 MILES (5.07 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4677'TRUNK HIGHWAY 99, IN THE SE 1/4 OF SECTION 27, T111N, R25W, 136.5 FT
 AE4677'(41.6 M) NORTH OF AND 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 AE4677'TRUNK HIGHWAY 112, AT MILEPOINT 11.75, 1.2 FT (0.4 M) SOUTH OF A STEEL
 AE4677'WITNESS POST, 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF THE SOUTHEAST POLE OF
 AE4677'POWER LINE, AND 0.3 FT (9.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4679 ***********************************************************************
 AE4679  DESIGNATION -  4011 G
 AE4679  PID         -  AE4679
 AE4679  STATE/COUNTY-  MN/LE SUEUR
 AE4679  COUNTRY     -  US
 AE4679  USGS QUAD   -  ST THOMAS (1965)
 AE4679
 AE4679                         *CURRENT SURVEY CONTROL
 AE4679  ______________________________________________________________________
 AE4679* NAD 83(2007) POSITION- 44 23 05.90634(N) 093 50 34.34049(W)   ADJUSTED  
 AE4679* NAD 83(2007) ELLIP HT-   262.079 (meters)        (02/10/07)   ADJUSTED
 AE4679* NAD 83(2007) EPOCH   -  2002.00
 AE4679* NAVD 88 ORTHO HEIGHT -   290.328  (meters)     952.52  (feet) ADJUSTED  
 AE4679  ______________________________________________________________________
 AE4679  NAD 83(2007) X  -   -306,005.234 (meters)                     COMP
 AE4679  NAD 83(2007) Y  - -4,555,579.405 (meters)                     COMP
 AE4679  NAD 83(2007) Z  -  4,438,945.902 (meters)                     COMP
 AE4679  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC09
 AE4679  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AE4679  DYNAMIC HEIGHT  -        290.284 (meters)      952.37  (feet) COMP
 AE4679  MODELED GRAVITY -    980,460.0   (mgal)                       NAVD 88
 AE4679
 AE4679  VERT ORDER      -  SECOND    CLASS I
 AE4679
 AE4679  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4679  Type                                         Horiz  Ellip  Dist(km)
 AE4679  -------------------------------------------------------------------
 AE4679  NETWORK                                       0.70   0.69
 AE4679  -------------------------------------------------------------------
 AE4679  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.60   0.59      2.11
 AE4679  -------------------------------------------------------------------
 AE4679  NOTE: Click here for information on individual local accuracy
 AE4679  values and other accuracy information.
 AE4679
 AE4679
 AE4679.The horizontal coordinates were established by GPS observations
 AE4679.and adjusted by the National Geodetic Survey in February 2007.
 AE4679
 AE4679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4679.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4679
 AE4679.The horizontal coordinates are valid at the epoch date displayed above
 AE4679.which is a decimal equivalence of Year/Month/Day.
 AE4679
 AE4679.The orthometric height was determined by differential leveling and
 AE4679.adjusted in January 1998.
 AE4679
 AE4679.Photographs are available for this station.
 AE4679
 AE4679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4679
 AE4679.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4679
 AE4679.The ellipsoidal height was determined by GPS observations
 AE4679.and is referenced to NAD 83.
 AE4679
 AE4679.The dynamic height is computed by dividing the NAVD 88
 AE4679.geopotential number by the normal gravity value computed on the
 AE4679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4679.degrees latitude (g = 980.6199 gals.).
 AE4679
 AE4679.The modeled gravity was interpolated from observed gravity values.
 AE4679
 AE4679. The following values were computed from the NAD 83(2007) position.
 AE4679
 AE4679;                    North         East     Units Scale Factor Converg.
 AE4679;SPC MN S     -   253,898.190   812,519.878   MT  0.99992410   +0 06 36.5
 AE4679;SPC MN S     -   832,997.65  2,665,742.30   sFT  0.99992410   +0 06 36.5
 AE4679;UTM  15      - 4,914,977.935   432,861.882   MT  0.99965543   -0 35 22.5
 AE4679
 AE4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4679!SPC MN S     -   0.99995891  x   0.99992410  =   0.99988301
 AE4679!UTM  15      -   0.99995891  x   0.99965543  =   0.99961435
 AE4679
 AE4679                          SUPERSEDED SURVEY CONTROL
 AE4679
 AE4679  NAD 83(1996)-  44 23 05.90576(N)    093 50 34.34007(W) AD(       ) 1
 AE4679  ELLIP H (09/16/04)  262.111  (m)                       GP(       ) 4 1
 AE4679  NAVD 88 (09/16/04)  290.33   (m)          952.5    (f) LEVELING    3  
 AE4679
 AE4679.Superseded values are not recommended for survey control.
 AE4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4679.See file dsdata.txt to determine how the superseded data were derived.
 AE4679
 AE4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3286114977(NAD 83)
 AE4679
 AE4679_MARKER: DV = VERTICAL CONTROL DISK
 AE4679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4679_STAMPING: 4011 G 1991
 AE4679_MARK LOGO: MNDT  
 AE4679_PROJECTION: FLUSH
 AE4679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4679+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4679_ROD/PIPE-DEPTH: 16.8 meters
 AE4679
 AE4679  HISTORY     - Date     Condition        Report By
 AE4679  HISTORY     - 1991     MONUMENTED       MNDT
 AE4679  HISTORY     - 20021231 GOOD             MNDT
 AE4679
 AE4679                          STATION DESCRIPTION
 AE4679
 AE4679'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4679'THE MARK IS LOCATED 5.6 MILES (9.0 KM) WEST OF THE CITY OF LE CENTER,
 AE4679'4.5 MILES (7.2 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK
 AE4679'HIGHWAY 99, IN THE SW 1/4 OF SECTION 28, T111N, R25W, 285.0 FT (86.9
 AE4679'M) NORTH OF AND 3.0 FT (0.9 M) LOWER THAN THE CENTERLINE OF TRUNK
 AE4679'HIGHWAY 112, AT MILEPOINT 10.45, 2.5 FT (0.8 M) SOUTHWEST OF A STEEL
 AE4679'WITNESS POST, 2.5 FT (0.8 M) SOUTH OF A POWER POLE, 19.5 FT (5.9 M)
 AE4679'EAST OF A FARM DRIVE, AND 0.1 FT (3.0 CM) BELOW THE GROUND,
 AE4679
 AE4679                          STATION RECOVERY (2002)
 AE4679
 AE4679'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4679'5.6 MILES (9.0 KM) WEST OF LE CENTER, 4.5 MILES (7.2 KM) WEST ON TRUNK
 AE4679'HIGHWAY 112 FROM THE JUNCTION OF TRUNK HIGHWAY 99, 285 FEET (86.9 M)
 AE4679'NORTH OF TRUNK HIGHWAY 112 AT MILEPOINT 10.45, 19.5 FEET (5.9 M) EAST
 AE4679'OF FARM DRIVE NUMBER 28788, 13.7 FEET (4.2 M) SOUTH OF POWER POLE, 2.5
 AE4679'FEET (0.8 M) SOUTHWEST OF WITNESS POST, RECESSED 5 INCHES, MAGNETIC
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4680 ***********************************************************************
 AE4680  DESIGNATION -  4011 H
 AE4680  PID         -  AE4680
 AE4680  STATE/COUNTY-  MN/LE SUEUR
 AE4680  COUNTRY     -  US
 AE4680  USGS QUAD   -  ST THOMAS (1965)
 AE4680
 AE4680                         *CURRENT SURVEY CONTROL
 AE4680  ______________________________________________________________________
 AE4680* NAD 83(1986) POSITION- 44 23 02.     (N) 093 51 32.     (W)   SCALED    
 AE4680* NAVD 88 ORTHO HEIGHT -   300.451  (meters)     985.73  (feet) ADJUSTED  
 AE4680  ______________________________________________________________________
 AE4680  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 AE4680  DYNAMIC HEIGHT  -        300.407 (meters)      985.59  (feet) COMP
 AE4680  MODELED GRAVITY -    980,462.1   (mgal)                       NAVD 88
 AE4680
 AE4680  VERT ORDER      -  SECOND    CLASS I
 AE4680
 AE4680.The horizontal coordinates were scaled from a topographic map and have
 AE4680.an estimated accuracy of +/- 6 seconds.
 AE4680.
 AE4680.The orthometric height was determined by differential leveling and
 AE4680.adjusted in January 1998.
 AE4680
 AE4680.Photographs are available for this station.
 AE4680
 AE4680.The dynamic height is computed by dividing the NAVD 88
 AE4680.geopotential number by the normal gravity value computed on the
 AE4680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4680.degrees latitude (g = 980.6199 gals.).
 AE4680
 AE4680.The modeled gravity was interpolated from observed gravity values.
 AE4680
 AE4680;                    North         East    Units  Estimated Accuracy
 AE4680;SPC MN S     -   253,780.      811,240.      MT  (+/- 180 meters Scaled)
 AE4680
 AE4680                          SUPERSEDED SURVEY CONTROL
 AE4680
 AE4680.No superseded survey control is available for this station.
 AE4680
 AE4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK315148(NAD 83)
 AE4680
 AE4680_MARKER: DV = VERTICAL CONTROL DISK
 AE4680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4680_STAMPING: 4011 H 1991
 AE4680_MARK LOGO: MNDT  
 AE4680_PROJECTION: RECESSED 3 CENTIMETERS
 AE4680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4680+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4680_ROD/PIPE-DEPTH:  7.6 meters
 AE4680
 AE4680  HISTORY     - Date     Condition        Report By
 AE4680  HISTORY     - 1991     MONUMENTED       MNDT
 AE4680  HISTORY     - 20021231 GOOD             MNDT
 AE4680
 AE4680                          STATION DESCRIPTION
 AE4680
 AE4680'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4680'THE MARK IS LOCATED 6.4 MILES (10.3 KM) WEST OF THE CITY OF LE CENTER,
 AE4680'5.3 MILES (8.5 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK
 AE4680'HIGHWAY 99, IN THE NE 1/4 OF SECTION 32, T111N, R25W, 61.0 FT (18.6 M)
 AE4680'SOUTH OF AND 1.0 FT (0.3 M) HIGHER THAN THE CENTERLINE OF TRUNK
 AE4680'HIGHWAY 112, AT MILEPOINT 9.65, 1.0 FT (0.3 M) NORTH OF A STEEL
 AE4680'WITNESS POST, 17.0 FT (5.2 M) EAST OF A FIELD ENTRANCE EXTENDED, AND
 AE4680'0.1 FT (3.0 CM) BELOW THE GROUND.
 AE4680
 AE4680                          STATION RECOVERY (2002)
 AE4680
 AE4680'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4680'6.4 MILES WEST OF LE CENTER, 5.3 MILES WEST ON TRUNK HIGHWAY 112 FROM
 AE4680'JUNCTION OF TRUNK HIGHWAY 112 AND TRUNK HIGHWAY 99, 61 FEET SOUTH OF
 AE4680'TRUNK HIGHWAY 112, AT TRUNK HIGHWAY 112 MILEPOINT 9.65, 17 FEET EAST
 AE4680'OF FIELD ENTRANCE EXTENDED, 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4681 ***********************************************************************
 AE4681  DESIGNATION -  4011 J
 AE4681  PID         -  AE4681
 AE4681  STATE/COUNTY-  MN/LE SUEUR
 AE4681  COUNTRY     -  US
 AE4681  USGS QUAD   -  LE SUEUR (1979)
 AE4681
 AE4681                         *CURRENT SURVEY CONTROL
 AE4681  ______________________________________________________________________
 AE4681* NAD 83(2007) POSITION- 44 23 01.41972(N) 093 53 20.26136(W)   ADJUSTED  
 AE4681* NAD 83(2007) ELLIP HT-   264.853 (meters)        (02/10/07)   ADJUSTED
 AE4681* NAD 83(2007) EPOCH   -  2002.00
 AE4681* NAVD 88 ORTHO HEIGHT -   293.100  (meters)     961.61  (feet) ADJUSTED  
 AE4681  ______________________________________________________________________
 AE4681  NAD 83(2007) X  -   -309,676.380 (meters)                     COMP
 AE4681  NAD 83(2007) Y  - -4,555,430.404 (meters)                     COMP
 AE4681  NAD 83(2007) Z  -  4,438,848.866 (meters)                     COMP
 AE4681  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC09
 AE4681  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 AE4681  DYNAMIC HEIGHT  -        293.058 (meters)      961.47  (feet) COMP
 AE4681  MODELED GRAVITY -    980,466.7   (mgal)                       NAVD 88
 AE4681
 AE4681  VERT ORDER      -  SECOND    CLASS I
 AE4681
 AE4681  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4681  Type                                         Horiz  Ellip  Dist(km)
 AE4681  -------------------------------------------------------------------
 AE4681  NETWORK                                       0.64   0.61
 AE4681  -------------------------------------------------------------------
 AE4681  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.47      1.72
 AE4681  -------------------------------------------------------------------
 AE4681  NOTE: Click here for information on individual local accuracy
 AE4681  values and other accuracy information.
 AE4681
 AE4681
 AE4681.The horizontal coordinates were established by GPS observations
 AE4681.and adjusted by the National Geodetic Survey in February 2007.
 AE4681
 AE4681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4681.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4681
 AE4681.The horizontal coordinates are valid at the epoch date displayed above
 AE4681.which is a decimal equivalence of Year/Month/Day.
 AE4681
 AE4681.The orthometric height was determined by differential leveling and
 AE4681.adjusted in January 1998.
 AE4681
 AE4681.Photographs are available for this station.
 AE4681
 AE4681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4681
 AE4681.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4681
 AE4681.The ellipsoidal height was determined by GPS observations
 AE4681.and is referenced to NAD 83.
 AE4681
 AE4681.The dynamic height is computed by dividing the NAVD 88
 AE4681.geopotential number by the normal gravity value computed on the
 AE4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4681.degrees latitude (g = 980.6199 gals.).
 AE4681
 AE4681.The modeled gravity was interpolated from observed gravity values.
 AE4681
 AE4681. The following values were computed from the NAD 83(2007) position.
 AE4681
 AE4681;                    North         East     Units Scale Factor Converg.
 AE4681;SPC MN S     -   253,753.691   808,847.702   MT  0.99992414   +0 04 40.2
 AE4681;SPC MN S     -   832,523.57  2,653,694.50   sFT  0.99992414   +0 04 40.2
 AE4681;UTM  15      - 4,914,878.315   429,189.191   MT  0.99966166   -0 37 18.5
 AE4681
 AE4681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4681!SPC MN S     -   0.99995847  x   0.99992414  =   0.99988262
 AE4681!UTM  15      -   0.99995847  x   0.99966166  =   0.99962015
 AE4681
 AE4681                          SUPERSEDED SURVEY CONTROL
 AE4681
 AE4681  NAD 83(1996)-  44 23 01.41910(N)    093 53 20.26099(W) AD(       ) 1
 AE4681  ELLIP H (09/16/04)  264.890  (m)                       GP(       ) 4 1
 AE4681  NAVD 88 (09/16/04)  293.10   (m)          961.6    (f) LEVELING    3  
 AE4681
 AE4681.Superseded values are not recommended for survey control.
 AE4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4681.See file dsdata.txt to determine how the superseded data were derived.
 AE4681
 AE4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2918914878(NAD 83)
 AE4681
 AE4681_MARKER: DV = VERTICAL CONTROL DISK
 AE4681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4681_STAMPING: 4011 J 1991
 AE4681_MARK LOGO: MNDT  
 AE4681_PROJECTION: FLUSH
 AE4681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4681+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4681_ROD/PIPE-DEPTH:  7.3 meters
 AE4681
 AE4681  HISTORY     - Date     Condition        Report By
 AE4681  HISTORY     - 1991     MONUMENTED       MNDT
 AE4681  HISTORY     - 20021231 GOOD             MNDT
 AE4681
 AE4681                          STATION DESCRIPTION
 AE4681
 AE4681'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4681'THE MARK IS LOCATED 8.0 MILES (12.9 KM) WEST OF THE CITY OF LE CENTER,
 AE4681'7.6 MILES (12.2 KM) WEST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4681'TRUNK HIGHWAY 99, IN THE NE 1/4 OF SECTION 36, T111N, R26W, 210.0 FT
 AE4681'(64.0 M) SOUTH OF AND 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF
 AE4681'TRUNK HIGHWAY 112, AT MILEPOINT 8.15, 1.0 FT (0.3 M) NORTH OF A STEEL
 AE4681'WITNESS POST, 30.0 FT (9.1 M) WEST OF THE CENTER OF A GRAVEL ROAD, 3.2
 AE4681'FT (1.0 M) NORTH OF A POWER POLE, AND FLUSH WITH THE GROUND.
 AE4681
 AE4681                          STATION RECOVERY (2002)
 AE4681
 AE4681'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4681'RECOVERED AS DESCRIBED, RECESSED 1 INCH, MAGNETIC
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4683 ***********************************************************************
 AE4683  DESIGNATION -  4011 K
 AE4683  PID         -  AE4683
 AE4683  STATE/COUNTY-  MN/LE SUEUR
 AE4683  COUNTRY     -  US
 AE4683  USGS QUAD   -  LE SUEUR (1979)
 AE4683
 AE4683                         *CURRENT SURVEY CONTROL
 AE4683  ______________________________________________________________________
 AE4683* NAD 83(2007) POSITION- 44 23 43.68018(N) 093 54 33.47650(W)   ADJUSTED  
 AE4683* NAD 83(2007) ELLIP HT-   248.332 (meters)        (02/10/07)   ADJUSTED
 AE4683* NAD 83(2007) EPOCH   -  2002.00
 AE4683* NAVD 88 ORTHO HEIGHT -   276.556  (meters)     907.33  (feet) ADJUSTED  
 AE4683  ______________________________________________________________________
 AE4683  NAD 83(2007) X  -   -311,230.323 (meters)                     COMP
 AE4683  NAD 83(2007) Y  - -4,554,398.005 (meters)                     COMP
 AE4683  NAD 83(2007) Z  -  4,439,769.498 (meters)                     COMP
 AE4683  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC09
 AE4683  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 AE4683  DYNAMIC HEIGHT  -        276.518 (meters)      907.21  (feet) COMP
 AE4683  MODELED GRAVITY -    980,471.5   (mgal)                       NAVD 88
 AE4683
 AE4683  VERT ORDER      -  SECOND    CLASS I
 AE4683
 AE4683  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4683  Type                                         Horiz  Ellip  Dist(km)
 AE4683  -------------------------------------------------------------------
 AE4683  NETWORK                                       0.52   0.49
 AE4683  -------------------------------------------------------------------
 AE4683  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.43   0.41      2.02
 AE4683  -------------------------------------------------------------------
 AE4683  NOTE: Click here for information on individual local accuracy
 AE4683  values and other accuracy information.
 AE4683
 AE4683
 AE4683.The horizontal coordinates were established by GPS observations
 AE4683.and adjusted by the National Geodetic Survey in February 2007.
 AE4683
 AE4683.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4683.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4683
 AE4683.The horizontal coordinates are valid at the epoch date displayed above
 AE4683.which is a decimal equivalence of Year/Month/Day.
 AE4683
 AE4683.The orthometric height was determined by differential leveling and
 AE4683.adjusted in January 1998.
 AE4683
 AE4683.Photographs are available for this station.
 AE4683
 AE4683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4683
 AE4683.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4683
 AE4683.The ellipsoidal height was determined by GPS observations
 AE4683.and is referenced to NAD 83.
 AE4683
 AE4683.The dynamic height is computed by dividing the NAVD 88
 AE4683.geopotential number by the normal gravity value computed on the
 AE4683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4683.degrees latitude (g = 980.6199 gals.).
 AE4683
 AE4683.The modeled gravity was interpolated from observed gravity values.
 AE4683
 AE4683. The following values were computed from the NAD 83(2007) position.
 AE4683
 AE4683;                    North         East     Units Scale Factor Converg.
 AE4683;SPC MN S     -   255,056.029   807,225.733   MT  0.99992374   +0 03 48.9
 AE4683;SPC MN S     -   836,796.32  2,648,373.09   sFT  0.99992374   +0 03 48.9
 AE4683;UTM  15      - 4,916,200.019   427,583.665   MT  0.99966449   -0 38 10.2
 AE4683
 AE4683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4683!SPC MN S     -   0.99996106  x   0.99992374  =   0.99988481
 AE4683!UTM  15      -   0.99996106  x   0.99966449  =   0.99962557
 AE4683
 AE4683:                Primary Azimuth Mark                     Grid Az
 AE4683:SPC MN S     -  4011 L                                   358 43 59.5
 AE4683:UTM  15      -  4011 L                                   359 25 58.6
 AE4683
 AE4683|---------------------------------------------------------------------|
 AE4683| PID    Reference Object                     Distance      Geod. Az  |
 AE4683|                                                           dddmmss.s |
 AE4683| AE4684 4011 L                              APPROX. 1.2 KM 3584748.4 |
 AE4683|---------------------------------------------------------------------|
 AE4683
 AE4683                          SUPERSEDED SURVEY CONTROL
 AE4683
 AE4683  NAD 83(1996)-  44 23 43.67961(N)    093 54 33.47609(W) AD(       ) 1
 AE4683  ELLIP H (09/16/04)  248.368  (m)                       GP(       ) 4 1
 AE4683  NAVD 88 (09/16/04)  276.56   (m)          907.3    (f) LEVELING    3  
 AE4683
 AE4683.Superseded values are not recommended for survey control.
 AE4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4683.See file dsdata.txt to determine how the superseded data were derived.
 AE4683
 AE4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2758316200(NAD 83)
 AE4683
 AE4683_MARKER: DV = VERTICAL CONTROL DISK
 AE4683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4683_STAMPING: 4011 K 1991
 AE4683_MARK LOGO: MNDT  
 AE4683_PROJECTION: FLUSH
 AE4683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4683+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2004
 AE4683_ROD/PIPE-DEPTH: 16.5 meters
 AE4683
 AE4683  HISTORY     - Date     Condition        Report By
 AE4683  HISTORY     - 1991     MONUMENTED       MNDT
 AE4683  HISTORY     - 20040514 GOOD             MNDT
 AE4683
 AE4683                          STATION DESCRIPTION
 AE4683
 AE4683'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4683'THE MARK IS LOCATED 4.8 MILES (7.7 KM) SOUTH OF THE CITY OF LE SUEUR,
 AE4683'4.3 MILES (6.9 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4683'COUNTY ROAD 26, IN THE NE 1/4 OF SECTION 26, T111N, R26W, 32.0 FT (9.8
 AE4683'M) WEST OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF TRUNK
 AE4683'HIGHWAY 112, AT MILEPOINT 6.45, 1.7 FT (0.5 M) SOUTH-SOUTHEAST OF A
 AE4683'STEEL WITNESS POST, 1.7 FT (0.5 M) NORTHEAST OF NORTH GATE POST, 10.0
 AE4683'FT (3.0 M) NORTH 0F CENTER OF A FIELD ENTRANCE, AND FLUSH WIITH THE
 AE4683'GROUND.
 AE4683
 AE4683                          STATION RECOVERY (2004)
 AE4683
 AE4683'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MJS)
 AE4683'4.8 MILES (7.7 KM) SOUTH OF LE SUEUR, 4.3 MILES (6.9 KM) SOUTH ON
 AE4683'TRUNK HIGHWAY 112 FROM JUNCTION OF COUNTY ROAD 26, 32 FEET (9.8 M)
 AE4683'WEST OF TRUNK HIGHWAY 112 MILEPOINT 6.45, 10 FEET (3.0 M) NORTH OF
 AE4683'FIELD ENTRANCE, 1.7 FOOT (0.5 M) SOUTH-SOUTHEAST OF WITNESS POST,
 AE4683'RECESSED 1 INCH, MAGNETIC
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4684 ***********************************************************************
 AE4684  DESIGNATION -  4011 L
 AE4684  PID         -  AE4684
 AE4684  STATE/COUNTY-  MN/LE SUEUR
 AE4684  COUNTRY     -  US
 AE4684  USGS QUAD   -  LE SUEUR (1979)
 AE4684
 AE4684                         *CURRENT SURVEY CONTROL
 AE4684  ______________________________________________________________________
 AE4684* NAD 83(2007) POSITION- 44 24 22.64769(N) 093 54 34.61823(W)   ADJUSTED  
 AE4684* NAD 83(2007) ELLIP HT-   249.540 (meters)        (02/10/07)   ADJUSTED
 AE4684* NAD 83(2007) EPOCH   -  2002.00
 AE4684* NAVD 88 ORTHO HEIGHT -   277.754  (meters)     911.26  (feet) ADJUSTED  
 AE4684  ______________________________________________________________________
 AE4684  NAD 83(2007) X  -   -311,198.209 (meters)                     COMP
 AE4684  NAD 83(2007) Y  - -4,553,557.502 (meters)                     COMP
 AE4684  NAD 83(2007) Z  -  4,440,629.730 (meters)                     COMP
 AE4684  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC09
 AE4684  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 AE4684  DYNAMIC HEIGHT  -        277.716 (meters)      911.14  (feet) COMP
 AE4684  MODELED GRAVITY -    980,472.7   (mgal)                       NAVD 88
 AE4684
 AE4684  VERT ORDER      -  SECOND    CLASS I
 AE4684
 AE4684  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4684  Type                                         Horiz  Ellip  Dist(km)
 AE4684  -------------------------------------------------------------------
 AE4684  NETWORK                                       0.54   0.51
 AE4684  -------------------------------------------------------------------
 AE4684  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.40   0.34      1.10
 AE4684  -------------------------------------------------------------------
 AE4684  NOTE: Click here for information on individual local accuracy
 AE4684  values and other accuracy information.
 AE4684
 AE4684
 AE4684.The horizontal coordinates were established by GPS observations
 AE4684.and adjusted by the National Geodetic Survey in February 2007.
 AE4684
 AE4684.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4684.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4684
 AE4684.The horizontal coordinates are valid at the epoch date displayed above
 AE4684.which is a decimal equivalence of Year/Month/Day.
 AE4684
 AE4684.The orthometric height was determined by differential leveling and
 AE4684.adjusted in January 1998.
 AE4684
 AE4684.Photographs are available for this station.
 AE4684
 AE4684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4684
 AE4684.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4684
 AE4684.The ellipsoidal height was determined by GPS observations
 AE4684.and is referenced to NAD 83.
 AE4684
 AE4684.The dynamic height is computed by dividing the NAVD 88
 AE4684.geopotential number by the normal gravity value computed on the
 AE4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4684.degrees latitude (g = 980.6199 gals.).
 AE4684
 AE4684.The modeled gravity was interpolated from observed gravity values.
 AE4684
 AE4684. The following values were computed from the NAD 83(2007) position.
 AE4684
 AE4684;                    North         East     Units Scale Factor Converg.
 AE4684;SPC MN S     -   256,258.706   807,199.137   MT  0.99992341   +0 03 48.1
 AE4684;SPC MN S     -   840,742.10  2,648,285.84   sFT  0.99992341   +0 03 48.1
 AE4684;UTM  15      - 4,917,402.619   427,571.764   MT  0.99966451   -0 38 11.5
 AE4684
 AE4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4684!SPC MN S     -   0.99996087  x   0.99992341  =   0.99988429
 AE4684!UTM  15      -   0.99996087  x   0.99966451  =   0.99962540
 AE4684
 AE4684:                Primary Azimuth Mark                     Grid Az
 AE4684:SPC MN S     -  4011 K                                   178 43 59.5
 AE4684:UTM  15      -  4011 K                                   179 25 59.1
 AE4684
 AE4684|---------------------------------------------------------------------|
 AE4684| PID    Reference Object                     Distance      Geod. Az  |
 AE4684|                                                           dddmmss.s |
 AE4684| AE4683 4011 K                              APPROX. 1.2 KM 1784747.6 |
 AE4684|---------------------------------------------------------------------|
 AE4684
 AE4684                          SUPERSEDED SURVEY CONTROL
 AE4684
 AE4684  NAD 83(1996)-  44 24 22.64714(N)    093 54 34.61780(W) AD(       ) 1
 AE4684  ELLIP H (09/16/04)  249.577  (m)                       GP(       ) 4 1
 AE4684  NAVD 88 (09/16/04)  277.75   (m)          911.3    (f) LEVELING    3  
 AE4684
 AE4684.Superseded values are not recommended for survey control.
 AE4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4684.See file dsdata.txt to determine how the superseded data were derived.
 AE4684
 AE4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2757117402(NAD 83)
 AE4684
 AE4684_MARKER: DV = VERTICAL CONTROL DISK
 AE4684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4684_STAMPING: 4011 L 1991
 AE4684_MARK LOGO: MNDT  
 AE4684_PROJECTION: FLUSH
 AE4684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4684+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2002
 AE4684_ROD/PIPE-DEPTH: 12.2 meters
 AE4684
 AE4684  HISTORY     - Date     Condition        Report By
 AE4684  HISTORY     - 1991     MONUMENTED       MNDT
 AE4684  HISTORY     - 20021231 GOOD             MNDT
 AE4684
 AE4684                          STATION DESCRIPTION
 AE4684
 AE4684'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4684'THE MARK IS LOCATED 4.0 MILES (6.4 KM) SOUTH OF THE CITY OF LE SUEUR,
 AE4684'3.5 MILES (5.6 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4684'COUNTY ROAD 26 AT THE SOUTH EDGE OF LE SUEUR, IN THE NE 1/4 OF SECTION
 AE4684'23, T111N, R26W, 127.0 FT (38.7 M) WEST OF AND ABOUT LEVEL WITH THE
 AE4684'CENTERLINE OF TRUNK HIGHWAY 112, AT MILEPOINT 5.65, 1.1 FT (0.3 M)
 AE4684'EAST OF A STEEL WITNESS POST, 1.0 FT (0.3 M) NORTH OF A FENCE LINE,
 AE4684'93.0 FT (28.3 M) WEST 0F A FENCE CORNER, AND 0.2 FT (6.1 CM) BEL0W THE
 AE4684'GROUND.
 AE4684
 AE4684                          STATION RECOVERY (2002)
 AE4684
 AE4684'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4684'4 MILES (6.4 KM) SOUTH OF LE SUEUR, 3.5 MILES (5.6 KM) SOUTH ON TRUNK
 AE4684'HIGHWAY 112 FROM JUNCTION OF COUNTY ROAD 26, 127 FEET (38.7 M) WEST OF
 AE4684'TRUNK HIGHWAY 112 AT MILEPOINT 5.65, 1 FOOT (0.3 M) NORTH OF
 AE4684'FENCELINE, 1.1 FOOT (0.3 M) EAST OF WITNESS POST, RECESSED 1 INCH,
 AE4684'MAGNETIC
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4685 ***********************************************************************
 AE4685  DESIGNATION -  4011 M
 AE4685  PID         -  AE4685
 AE4685  STATE/COUNTY-  MN/LE SUEUR
 AE4685  COUNTRY     -  US
 AE4685  USGS QUAD   -  LE SUEUR (1979)
 AE4685
 AE4685                         *CURRENT SURVEY CONTROL
 AE4685  ______________________________________________________________________
 AE4685* NAD 83(2007) POSITION- 44 24 48.84368(N) 093 54 36.59337(W)   ADJUSTED  
 AE4685* NAD 83(2007) ELLIP HT-   233.746 (meters)        (02/10/07)   ADJUSTED
 AE4685* NAD 83(2007) EPOCH   -  2002.00
 AE4685* NAVD 88 ORTHO HEIGHT -   261.940  (meters)     859.38  (feet) ADJUSTED  
 AE4685  ______________________________________________________________________
 AE4685  NAD 83(2007) X  -   -311,202.457 (meters)                     COMP
 AE4685  NAD 83(2007) Y  - -4,552,978.724 (meters)                     COMP
 AE4685  NAD 83(2007) Z  -  4,441,196.313 (meters)                     COMP
 AE4685  LAPLACE CORR    -         -0.49  (seconds)                    DEFLEC09
 AE4685  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 AE4685  DYNAMIC HEIGHT  -        261.904 (meters)      859.26  (feet) COMP
 AE4685  MODELED GRAVITY -    980,473.4   (mgal)                       NAVD 88
 AE4685
 AE4685  VERT ORDER      -  SECOND    CLASS I
 AE4685
 AE4685  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4685  Type                                         Horiz  Ellip  Dist(km)
 AE4685  -------------------------------------------------------------------
 AE4685  NETWORK                                       0.75   0.76
 AE4685  -------------------------------------------------------------------
 AE4685  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.63   0.67      1.00
 AE4685  -------------------------------------------------------------------
 AE4685  NOTE: Click here for information on individual local accuracy
 AE4685  values and other accuracy information.
 AE4685
 AE4685
 AE4685.The horizontal coordinates were established by GPS observations
 AE4685.and adjusted by the National Geodetic Survey in February 2007.
 AE4685
 AE4685.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4685.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4685
 AE4685.The horizontal coordinates are valid at the epoch date displayed above
 AE4685.which is a decimal equivalence of Year/Month/Day.
 AE4685
 AE4685.The orthometric height was determined by differential leveling and
 AE4685.adjusted in January 1998.
 AE4685
 AE4685.Photographs are available for this station.
 AE4685
 AE4685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4685
 AE4685.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4685
 AE4685.The ellipsoidal height was determined by GPS observations
 AE4685.and is referenced to NAD 83.
 AE4685
 AE4685.The dynamic height is computed by dividing the NAVD 88
 AE4685.geopotential number by the normal gravity value computed on the
 AE4685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4685.degrees latitude (g = 980.6199 gals.).
 AE4685
 AE4685.The modeled gravity was interpolated from observed gravity values.
 AE4685
 AE4685. The following values were computed from the NAD 83(2007) position.
 AE4685
 AE4685;                    North         East     Units Scale Factor Converg.
 AE4685;SPC MN S     -   257,067.180   807,154.548   MT  0.99992321   +0 03 46.7
 AE4685;SPC MN S     -   843,394.57  2,648,139.55   sFT  0.99992321   +0 03 46.7
 AE4685;UTM  15      - 4,918,211.368   427,537.063   MT  0.99966457   -0 38 13.2
 AE4685
 AE4685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4685!SPC MN S     -   0.99996335  x   0.99992321  =   0.99988656
 AE4685!UTM  15      -   0.99996335  x   0.99966457  =   0.99962793
 AE4685
 AE4685:                Primary Azimuth Mark                     Grid Az
 AE4685:SPC MN S     -  4011 N                                   000 32 50.4
 AE4685:UTM  15      -  4011 N                                   001 14 50.3
 AE4685
 AE4685|---------------------------------------------------------------------|
 AE4685| PID    Reference Object                     Distance      Geod. Az  |
 AE4685|                                                           dddmmss.s |
 AE4685| AE4686 4011 N                              APPROX. 1.2 KM 0003637.1 |
 AE4685| DG7034 SHAR                                281.414 METERS 09049     |
 AE4685| AE4684 4011 L                              APPROX. 0.8 KM 1765422.3 |
 AE4685|---------------------------------------------------------------------|
 AE4685
 AE4685                          SUPERSEDED SURVEY CONTROL
 AE4685
 AE4685  NAD 83(1996)-  44 24 48.84312(N)    093 54 36.59289(W) AD(       ) 1
 AE4685  ELLIP H (09/16/04)  233.782  (m)                       GP(       ) 4 1
 AE4685  NAVD 88 (09/16/04)  261.94   (m)          859.4    (f) LEVELING    3  
 AE4685
 AE4685.Superseded values are not recommended for survey control.
 AE4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4685.See file dsdata.txt to determine how the superseded data were derived.
 AE4685
 AE4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2753718211(NAD 83)
 AE4685
 AE4685_MARKER: DV = VERTICAL CONTROL DISK
 AE4685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4685_STAMPING: 4011 M 1991
 AE4685_MARK LOGO: MNDT  
 AE4685_PROJECTION: RECESSED 3 CENTIMETERS
 AE4685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4685+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 AE4685_ROD/PIPE-DEPTH:  4.6 meters
 AE4685
 AE4685  HISTORY     - Date     Condition        Report By
 AE4685  HISTORY     - 1991     MONUMENTED       MNDT
 AE4685  HISTORY     - 20021231 GOOD             MNDT
 AE4685  HISTORY     - 20040519 GOOD             MNDT
 AE4685
 AE4685                          STATION DESCRIPTION
 AE4685
 AE4685'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4685'THE MARK IS LOCATED 3.5 MILES (4.83 KM) SOUTH OF THE CITY OF LE SUEUR,
 AE4685'3.0 MILES (4.8 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4685'COUNTY ROAD 26 AT THE SOUTH EDGE OF LE SUEUR, IN THE SE 1/4 OF SECTION
 AE4685'14, T111N, R26W, 250.0 FT (76.2 M) WEST OF AND ABOUT 3.0 FT (0.9 M)
 AE4685'HIGHER THAN THE CENTERLINE OF TRUNK HIGHWAY 112, AT MILEPOINT 5.15,
 AE4685'1.8 FT (0.5 M) EAST OF A STEEL WITNESS POST, 2.0 FT (0.6 M) SOUTH OF A
 AE4685'POWER POLE, 29.5 FT (9.0 M) NORTH OF THE CENTER OF A GRAVEL ROAD, AND
 AE4685'0.1 FT (3.0 CM) BEL0W THE GROUND.
 AE4685
 AE4685                          STATION RECOVERY (2002)
 AE4685
 AE4685'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4685'RECOVERED AS DESCRIBED
 AE4685
 AE4685                          STATION RECOVERY (2004)
 AE4685
 AE4685'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AE4685'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4686 ***********************************************************************
 AE4686  DESIGNATION -  4011 N
 AE4686  PID         -  AE4686
 AE4686  STATE/COUNTY-  MN/LE SUEUR
 AE4686  COUNTRY     -  US
 AE4686  USGS QUAD   -  LE SUEUR (1979)
 AE4686
 AE4686                         *CURRENT SURVEY CONTROL
 AE4686  ______________________________________________________________________
 AE4686* NAD 83(2007) POSITION- 44 25 27.46194(N) 093 54 36.01933(W)   ADJUSTED  
 AE4686* NAD 83(2007) ELLIP HT-   232.180 (meters)        (02/10/07)   ADJUSTED
 AE4686* NAD 83(2007) EPOCH   -  2002.00
 AE4686* NAVD 88 ORTHO HEIGHT -   260.345  (meters)     854.15  (feet) ADJUSTED  
 AE4686  ______________________________________________________________________
 AE4686  NAD 83(2007) X  -   -311,132.817 (meters)                     COMP
 AE4686  NAD 83(2007) Y  - -4,552,146.091 (meters)                     COMP
 AE4686  NAD 83(2007) Z  -  4,442,046.639 (meters)                     COMP
 AE4686  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC09
 AE4686  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 AE4686  DYNAMIC HEIGHT  -        260.309 (meters)      854.03  (feet) COMP
 AE4686  MODELED GRAVITY -    980,474.1   (mgal)                       NAVD 88
 AE4686
 AE4686  VERT ORDER      -  SECOND    CLASS I
 AE4686
 AE4686  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4686  Type                                         Horiz  Ellip  Dist(km)
 AE4686  -------------------------------------------------------------------
 AE4686  NETWORK                                       1.92   2.96
 AE4686  -------------------------------------------------------------------
 AE4686  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.91   2.94      1.23
 AE4686  -------------------------------------------------------------------
 AE4686  NOTE: Click here for information on individual local accuracy
 AE4686  values and other accuracy information.
 AE4686
 AE4686
 AE4686.The horizontal coordinates were established by GPS observations
 AE4686.and adjusted by the National Geodetic Survey in February 2007.
 AE4686
 AE4686.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4686.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4686
 AE4686.The horizontal coordinates are valid at the epoch date displayed above
 AE4686.which is a decimal equivalence of Year/Month/Day.
 AE4686
 AE4686.The orthometric height was determined by differential leveling and
 AE4686.adjusted in January 1998.
 AE4686
 AE4686.Photographs are available for this station.
 AE4686
 AE4686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4686
 AE4686.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4686
 AE4686.The ellipsoidal height was determined by GPS observations
 AE4686.and is referenced to NAD 83.
 AE4686
 AE4686.The dynamic height is computed by dividing the NAVD 88
 AE4686.geopotential number by the normal gravity value computed on the
 AE4686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4686.degrees latitude (g = 980.6199 gals.).
 AE4686
 AE4686.The modeled gravity was interpolated from observed gravity values.
 AE4686
 AE4686. The following values were computed from the NAD 83(2007) position.
 AE4686
 AE4686;                    North         East     Units Scale Factor Converg.
 AE4686;SPC MN S     -   258,259.123   807,165.935   MT  0.99992294   +0 03 47.1
 AE4686;SPC MN S     -   847,305.14  2,648,176.91   sFT  0.99992294   +0 03 47.1
 AE4686;UTM  15      - 4,919,402.775   427,563.005   MT  0.99966453   -0 38 13.2
 AE4686
 AE4686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4686!SPC MN S     -   0.99996360  x   0.99992294  =   0.99988654
 AE4686!UTM  15      -   0.99996360  x   0.99966453  =   0.99962814
 AE4686
 AE4686:                Primary Azimuth Mark                     Grid Az
 AE4686:SPC MN S     -  4011 M                                   180 32 50.4
 AE4686:UTM  15      -  4011 M                                   181 14 50.7
 AE4686
 AE4686|---------------------------------------------------------------------|
 AE4686| PID    Reference Object                     Distance      Geod. Az  |
 AE4686|                                                           dddmmss.s |
 AE4686| AE4685 4011 M                              APPROX. 1.2 KM 1803637.5 |
 AE4686|---------------------------------------------------------------------|
 AE4686
 AE4686                          SUPERSEDED SURVEY CONTROL
 AE4686
 AE4686  NAD 83(1996)-  44 25 27.46140(N)    093 54 36.01882(W) AD(       ) 1
 AE4686  ELLIP H (09/16/04)  232.218  (m)                       GP(       ) 4 1
 AE4686  NAVD 88 (09/16/04)  260.34   (m)          854.1    (f) LEVELING    3  
 AE4686
 AE4686.Superseded values are not recommended for survey control.
 AE4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4686.See file dsdata.txt to determine how the superseded data were derived.
 AE4686
 AE4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2756319402(NAD 83)
 AE4686
 AE4686_MARKER: DV = VERTICAL CONTROL DISK
 AE4686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4686_STAMPING: 4011 N 1991
 AE4686_MARK LOGO: MNDT  
 AE4686_PROJECTION: FLUSH
 AE4686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4686+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 AE4686_ROD/PIPE-DEPTH:  4.6 meters
 AE4686
 AE4686  HISTORY     - Date     Condition        Report By
 AE4686  HISTORY     - 1991     MONUMENTED       MNDT
 AE4686  HISTORY     - 20021231 GOOD             MNDT
 AE4686  HISTORY     - 20040519 GOOD             MNDT
 AE4686
 AE4686                          STATION DESCRIPTION
 AE4686
 AE4686'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4686'THE MARK IS LOCATED 2.5 MILES (4.0 KM) SOUTH OF THE CITY OF LE SUEUR,
 AE4686'2.25 MILES (3.62 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4686'COUNTY ROAD 26 ON THE SOUTH EDGE OF LE SUEUR, IN THE NE 1/4 OF SECTION
 AE4686'14, T111N, R26W, 210.0 FT (64.0 M) WEST OF AND 3.0 FT (0.9 M) ABOVE
 AE4686'THE CENTERLINE OF TRUNK HIGHWAY 112, AT MILEPOINT 4.4, 1.0 FT (0.3 M)
 AE4686'WEST OF A STEEL WITNESS POST, 10.0 FT (3.0 M) NORTH OF THE CENTER OF A
 AE4686'FARM DRIVE, 2.0 FT (0.6 M) EAST OF A POWER POLE, AND FLUSH WITH THE
 AE4686'GROUND.
 AE4686
 AE4686                          STATION RECOVERY (2002)
 AE4686
 AE4686'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 AE4686'2.5 MILES (4.0 KM) SOUTH OF LE SUEUR, 2.25 MILES (3.62 KM) SOUTH ON
 AE4686'TRUNK HIGHWAY 112 FROM THE JUNCTION OF COUNTY ROAD 26, 210 FEET (64.0
 AE4686'M) WEST OF TRUNK HIGHWAY 112 MILEPOINT 4.4, 10 FEET (3.0 M) NORTH OF
 AE4686'FARM DRIVE NUMBER 36256, 2 FEET (0.6 M) EAST OF UTILITY POLE, 1 FOOT
 AE4686'(0.3 M) WEST OF WITNESS POST, FLUSH, MAGNETIC
 AE4686
 AE4686                          STATION RECOVERY (2004)
 AE4686
 AE4686'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AE4686'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4690 ***********************************************************************
 AE4690  DESIGNATION -  4011 P
 AE4690  PID         -  AE4690
 AE4690  STATE/COUNTY-  MN/LE SUEUR
 AE4690  COUNTRY     -  US
 AE4690  USGS QUAD   -  LE SUEUR (1979)
 AE4690
 AE4690                         *CURRENT SURVEY CONTROL
 AE4690  ______________________________________________________________________
 AE4690* NAD 83(1986) POSITION- 44 27 33.     (N) 093 54 27.     (W)   SCALED    
 AE4690* NAVD 88 ORTHO HEIGHT -   254.620  (meters)     835.37  (feet) ADJUSTED  
 AE4690  ______________________________________________________________________
 AE4690  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 AE4690  DYNAMIC HEIGHT  -        254.585 (meters)      835.25  (feet) COMP
 AE4690  MODELED GRAVITY -    980,476.3   (mgal)                       NAVD 88
 AE4690
 AE4690  VERT ORDER      -  SECOND    CLASS I
 AE4690
 AE4690.The horizontal coordinates were scaled from a topographic map and have
 AE4690.an estimated accuracy of +/- 6 seconds.
 AE4690.
 AE4690.The orthometric height was determined by differential leveling and
 AE4690.adjusted in January 1998.
 AE4690
 AE4690.The dynamic height is computed by dividing the NAVD 88
 AE4690.geopotential number by the normal gravity value computed on the
 AE4690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4690.degrees latitude (g = 980.6199 gals.).
 AE4690
 AE4690.The modeled gravity was interpolated from observed gravity values.
 AE4690
 AE4690;                    North         East    Units  Estimated Accuracy
 AE4690;SPC MN S     -   262,130.      807,360.      MT  (+/- 180 meters Scaled)
 AE4690
 AE4690                          SUPERSEDED SURVEY CONTROL
 AE4690
 AE4690.No superseded survey control is available for this station.
 AE4690
 AE4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK278232(NAD 83)
 AE4690
 AE4690_MARKER: DD = SURVEY DISK
 AE4690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE4690_STAMPING: 4011 P 1991
 AE4690_MARK LOGO: MNDT  
 AE4690_PROJECTION: FLUSH
 AE4690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4690+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1993
 AE4690_ROD/PIPE-DEPTH:  7.6 meters
 AE4690
 AE4690  HISTORY     - Date     Condition        Report By
 AE4690  HISTORY     - 1991     MONUMENTED       MNDT
 AE4690  HISTORY     - 19930405 GOOD             MNDT
 AE4690
 AE4690                          STATION DESCRIPTION
 AE4690
 AE4690'DESCRIBED BY MN DEPT OF TRANSP 1993 (WAS)
 AE4690'THE MARK IS LOCATED IN THE CITY OF LE SUEUR, IN AMERICAN LEGION PARK,
 AE4690'0.4 MILES (0.6 KM) SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 112 AND
 AE4690'TRUNK HIGHWAY 93 IN LE SUEUR, IN THE SW 1/4 OF SECTION 36, T112N,
 AE4690'R26W, 158.0 FT (48.2 M) EAST OF CENTERLINE SIXTH ST EXTENDED, 30.5 FT
 AE4690'(9.3 M) NORTH OF CENTERLINE BRIDGE ST EXTENDED, 3.1 FT (0.9 M)
 AE4690'SOUTHEAST OF A STEEL WITNESS POST, 92.3 FT (28.1 M) SOUTH-SOUTHWEST OF
 AE4690'TRANSFORMER LIGHT POLE, 56.5 FT (17.2 M) WEST-SOUTHWEST OF THE
 AE4690'SOUTHWEST CORNER OF A FENCE AROUND A SWIMMING POOL, AND 0.1 FT (3.0
 AE4690'CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4692 ***********************************************************************
 AE4692  DESIGNATION -  4011 Q
 AE4692  PID         -  AE4692
 AE4692  STATE/COUNTY-  MN/LE SUEUR
 AE4692  COUNTRY     -  US
 AE4692  USGS QUAD   -  LE SUEUR (1979)
 AE4692
 AE4692                         *CURRENT SURVEY CONTROL
 AE4692  ______________________________________________________________________
 AE4692* NAD 83(1986) POSITION- 44 28 25.9    (N) 093 54 20.1    (W)   HD_HELD2  
 AE4692* NAVD 88 ORTHO HEIGHT -   231.217  (meters)     758.58  (feet) ADJUSTED  
 AE4692  ______________________________________________________________________
 AE4692  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 AE4692  DYNAMIC HEIGHT  -        231.185 (meters)      758.48  (feet) COMP
 AE4692  MODELED GRAVITY -    980,477.7   (mgal)                       NAVD 88
 AE4692
 AE4692  VERT ORDER      -  SECOND    CLASS I
 AE4692
 AE4692.The horizontal coordinates were established by autonomous hand held GPS
 AE4692.observations and have an estimated accuracy of +/- 10 meters.
 AE4692.
 AE4692.The orthometric height was determined by differential leveling and
 AE4692.adjusted in January 1998.
 AE4692
 AE4692.Photographs are available for this station.
 AE4692
 AE4692.The dynamic height is computed by dividing the NAVD 88
 AE4692.geopotential number by the normal gravity value computed on the
 AE4692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4692.degrees latitude (g = 980.6199 gals.).
 AE4692
 AE4692.The modeled gravity was interpolated from observed gravity values.
 AE4692
 AE4692;                    North         East    Units  Estimated Accuracy
 AE4692;SPC MN S     -   263,767.      807,512.      MT  (+/- 10 meters HH2 GPS)
 AE4692
 AE4692                          SUPERSEDED SURVEY CONTROL
 AE4692
 AE4692.No superseded survey control is available for this station.
 AE4692
 AE4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2797524904(NAD 83)
 AE4692
 AE4692_MARKER: DV = VERTICAL CONTROL DISK
 AE4692_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE4692+WITH SETTING: PAVEMENT
 AE4692_SP_SET: RAILROAD SIGNAL BASE
 AE4692_STAMPING: 4011 Q 1991
 AE4692_MARK LOGO: MNDT  
 AE4692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4692+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 AE4692
 AE4692  HISTORY     - Date     Condition        Report By
 AE4692  HISTORY     - 1991     MONUMENTED       MNDT
 AE4692  HISTORY     - 20070409 GOOD             MNDT
 AE4692
 AE4692                          STATION DESCRIPTION
 AE4692
 AE4692'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4692'THE MARK IS LOCATED IN THE CITY OF LE SUEUR, 0.5 MI (0.8 KM) SSW ALONG
 AE4692'TH 112 FROM THE TH 112 BRIDGE OVER LE SUEUR CREEK, 200 FT (61.0 M) SSW
 AE4692'OF A RR CROSSING, 45.0 FT (13.7 M) WNW OF TH 112, 11.5 FT (3.5 M) ESE
 AE4692'OF THE RR TRACKS, AND IN THE NE CORNER OF A RR SIGNAL BASE.
 AE4692
 AE4692                          STATION RECOVERY (2007)
 AE4692
 AE4692'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AE4692'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) WEST-SOUTHWEST OF SAINT
 AE4692'THOMAS, 6.1 KM (3.8 MI) SOUTH OF HENDERSON AND 1.6 KM (1.0 MI)
 AE4692'NORTH-NORTHEAST OF LE SUEUR, MINNESOTA.
 AE4692' 
 AE4692'THE MARK IS AT LE SUEUR, 0.5 MI (0.8 KM) SOUTH-SOUTHWEST ON TRUNK
 AE4692'HIGHWAY 112 FROM TRUNK HIGHWAY 112 BRIDGE OVER LE SUEUR CREEK.
 AE4692' 
 AE4692'IT IS 200 FT (61.0 M) SOUTH-SOUTHWEST OF RAILROAD CROSSING, 45.0 FT
 AE4692'(13.7 M) WEST-NORTHWEST OF TRUNK HIGHWAY 112, 11.5 FT (3.5 M)
 AE4692'EAST-SOUTHEAST OF RAILROAD TRACKS, IN NORTHEAST CORNER OF SIGNAL BASE
 AE4692'NUMBER 615.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4693 ***********************************************************************
 AE4693  DESIGNATION -  4011 R
 AE4693  PID         -  AE4693
 AE4693  STATE/COUNTY-  MN/LE SUEUR
 AE4693  COUNTRY     -  US
 AE4693  USGS QUAD   -  LE SUEUR (1979)
 AE4693
 AE4693                         *CURRENT SURVEY CONTROL
 AE4693  ______________________________________________________________________
 AE4693* NAD 83(1986) POSITION- 44 28 48.9    (N) 093 53 57.8    (W)   HD_HELD2  
 AE4693* NAVD 88 ORTHO HEIGHT -   228.002  (meters)     748.04  (feet) ADJUSTED  
 AE4693  ______________________________________________________________________
 AE4693  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 AE4693  DYNAMIC HEIGHT  -        227.971 (meters)      747.93  (feet) COMP
 AE4693  MODELED GRAVITY -    980,478.4   (mgal)                       NAVD 88
 AE4693
 AE4693  VERT ORDER      -  SECOND    CLASS I
 AE4693
 AE4693.The horizontal coordinates were established by autonomous hand held GPS
 AE4693.observations and have an estimated accuracy of +/- 10 meters.
 AE4693.
 AE4693.The orthometric height was determined by differential leveling and
 AE4693.adjusted in March 2011.
 AE4693
 AE4693.Photographs are available for this station.
 AE4693
 AE4693.The dynamic height is computed by dividing the NAVD 88
 AE4693.geopotential number by the normal gravity value computed on the
 AE4693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4693.degrees latitude (g = 980.6199 gals.).
 AE4693
 AE4693.The modeled gravity was interpolated from observed gravity values.
 AE4693
 AE4693;                    North         East    Units  Estimated Accuracy
 AE4693;SPC MN S     -   264,477.      808,004.      MT  (+/- 10 meters HH2 GPS)
 AE4693
 AE4693                          SUPERSEDED SURVEY CONTROL
 AE4693
 AE4693  NAVD 88 (01/13/98)  228.008  (m)          748.06   (f) SUPERSEDED  2 1
 AE4693
 AE4693.Superseded values are not recommended for survey control.
 AE4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4693.See file dsdata.txt to determine how the superseded data were derived.
 AE4693
 AE4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2847625608(NAD 83)
 AE4693
 AE4693_MARKER: DV = VERTICAL CONTROL DISK
 AE4693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4693_SP_SET: BRIDGE ABUTMENT
 AE4693_STAMPING: 4011 R 1991
 AE4693_MARK LOGO: MNDT  
 AE4693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4693+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 AE4693
 AE4693  HISTORY     - Date     Condition        Report By
 AE4693  HISTORY     - 1991     MONUMENTED       MNDT
 AE4693  HISTORY     - 20070409 GOOD             MNDT
 AE4693
 AE4693                          STATION DESCRIPTION
 AE4693
 AE4693'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4693'THE MARK IS LOCATED AT THE NORTH END OF LE SUEUR, 0.1 MI (0.2 KM) SW
 AE4693'ON TH 112 FROM TH 169 BRIDGE OVER TH 112, 21.0 FT (6.4 M) SE OF TH
 AE4693'112, AND IS IN THE THE ABUTMENT AT THE SE COR OF TH 112 BRIDGE NO
 AE4693'9296.
 AE4693
 AE4693                          STATION RECOVERY (2007)
 AE4693
 AE4693'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AE4693'THE STATION IS LOCATED ABOUT 11.5 KM (7.1 MI) WEST OF SAINT THOMAS,
 AE4693'5.4 KM (3.4 MI) SOUTH OF HENDERSON AND 2.4 KM (1.5 MI) NORTH-NORTHEAST
 AE4693'OF LE SUEUR, MINNESOTA.
 AE4693' 
 AE4693'THE MARK IS AT THE TRUNK HIGHWAY 169 BRIDGE 9297 OVER TRUNK HIGHWAY
 AE4693'112, AT NORTH END OF LE SUEUR, 0.1 MI (0.2 KM) SOUTHWEST ON TRUNK
 AE4693'HIGHWAY 112.
 AE4693' 
 AE4693'THE MARK IS FOUND 21.0 FT (6.4 M) SOUTHEAST OF TRUNK HIGHWAY 112, IN
 AE4693'THE SOUTHEAST CORNER OF TRUNK HIGHWAY 112 BRIDGE 9296.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4653 ***********************************************************************
 AE4653  DESIGNATION -  4011 S
 AE4653  PID         -  AE4653
 AE4653  STATE/COUNTY-  MN/LE SUEUR
 AE4653  COUNTRY     -  US
 AE4653  USGS QUAD   -  LE SUEUR (1979)
 AE4653
 AE4653                         *CURRENT SURVEY CONTROL
 AE4653  ______________________________________________________________________
 AE4653* NAD 83(1986) POSITION- 44 27 42.5    (N) 093 55 00.5    (W)   HD_HELD2  
 AE4653* NAVD 88 ORTHO HEIGHT -   227.797  (meters)     747.36  (feet) ADJUSTED  
 AE4653  ______________________________________________________________________
 AE4653  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 AE4653  DYNAMIC HEIGHT  -        227.766 (meters)      747.26  (feet) COMP
 AE4653  MODELED GRAVITY -    980,476.3   (mgal)                       NAVD 88
 AE4653
 AE4653  VERT ORDER      -  SECOND    CLASS I
 AE4653
 AE4653.The horizontal coordinates were established by autonomous hand held GPS
 AE4653.observations and have an estimated accuracy of +/- 10 meters.
 AE4653.
 AE4653.The orthometric height was determined by differential leveling and
 AE4653.adjusted in January 1998.
 AE4653
 AE4653.Photographs are available for this station.
 AE4653
 AE4653.The dynamic height is computed by dividing the NAVD 88
 AE4653.geopotential number by the normal gravity value computed on the
 AE4653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4653.degrees latitude (g = 980.6199 gals.).
 AE4653
 AE4653.The modeled gravity was interpolated from observed gravity values.
 AE4653
 AE4653;                    North         East    Units  Estimated Accuracy
 AE4653;SPC MN S     -   262,426.      806,620.      MT  (+/- 10 meters HH2 GPS)
 AE4653
 AE4653                          SUPERSEDED SURVEY CONTROL
 AE4653
 AE4653.No superseded survey control is available for this station.
 AE4653
 AE4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2706823575(NAD 83)
 AE4653
 AE4653_MARKER: DV = VERTICAL CONTROL DISK
 AE4653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4653_SP_SET: BRIDGE ABUTMENT
 AE4653_STAMPING: 4011 S 1993
 AE4653_MARK LOGO: MNDT  
 AE4653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4653+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE4653
 AE4653  HISTORY     - Date     Condition        Report By
 AE4653  HISTORY     - 1993     MONUMENTED       MNDT
 AE4653
 AE4653                          STATION DESCRIPTION
 AE4653
 AE4653'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AE4653'IN LE SUEUR, AT SE COR OF TH 93 BRIDGE NO 72007 OVER MINNESOTA RIVER,
 AE4653'0.8 MI (1.3 KM) ESE ALONG TH 93 FROM JCT OF TH 169 AND TH 93 SOUTH, AT
 AE4653'TH 93 MP 0.1, 24.5 FT (7.5 M) SSW OF TH 93.  LOCATED IN THE CORNER OF
 AE4653'BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3307 ***********************************************************************
 AI3307  DESIGNATION -  4012 A
 AI3307  PID         -  AI3307
 AI3307  STATE/COUNTY-  MN/LE SUEUR
 AI3307  COUNTRY     -  US
 AI3307  USGS QUAD   -  MANKATO EAST (1993)
 AI3307
 AI3307                         *CURRENT SURVEY CONTROL
 AI3307  ______________________________________________________________________
 AI3307* NAD 83(2007) POSITION- 44 14 37.84826(N) 093 57 32.23528(W)   ADJUSTED  
 AI3307* NAD 83(2007) ELLIP HT-   267.851 (meters)        (02/10/07)   ADJUSTED
 AI3307* NAD 83(2007) EPOCH   -  2002.00
 AI3307* NAVD 88 ORTHO HEIGHT -   296.177  (meters)     971.71  (feet) ADJUSTED  
 AI3307  ______________________________________________________________________
 AI3307  NAD 83(2007) X  -   -315,990.942 (meters)                     COMP
 AI3307  NAD 83(2007) Y  - -4,565,883.769 (meters)                     COMP
 AI3307  NAD 83(2007) Z  -  4,427,728.852 (meters)                     COMP
 AI3307  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC09
 AI3307  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 AI3307  DYNAMIC HEIGHT  -        296.133 (meters)      971.56  (feet) COMP
 AI3307  MODELED GRAVITY -    980,459.8   (mgal)                       NAVD 88
 AI3307
 AI3307  VERT ORDER      -  SECOND    CLASS I
 AI3307
 AI3307  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI3307  Type                                         Horiz  Ellip  Dist(km)
 AI3307  -------------------------------------------------------------------
 AI3307  NETWORK                                       0.43   0.63
 AI3307  -------------------------------------------------------------------
 AI3307  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.38   0.61      4.20
 AI3307  -------------------------------------------------------------------
 AI3307  NOTE: Click here for information on individual local accuracy
 AI3307  values and other accuracy information.
 AI3307
 AI3307
 AI3307.The horizontal coordinates were established by GPS observations
 AI3307.and adjusted by the National Geodetic Survey in February 2007.
 AI3307
 AI3307.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI3307.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI3307
 AI3307.The horizontal coordinates are valid at the epoch date displayed above
 AI3307.which is a decimal equivalence of Year/Month/Day.
 AI3307
 AI3307.The orthometric height was determined by differential leveling and
 AI3307.adjusted in June 2000.
 AI3307
 AI3307.Photographs are available for this station.
 AI3307
 AI3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3307
 AI3307.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI3307
 AI3307.The ellipsoidal height was determined by GPS observations
 AI3307.and is referenced to NAD 83.
 AI3307
 AI3307.The dynamic height is computed by dividing the NAVD 88
 AI3307.geopotential number by the normal gravity value computed on the
 AI3307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3307.degrees latitude (g = 980.6199 gals.).
 AI3307
 AI3307.The modeled gravity was interpolated from observed gravity values.
 AI3307
 AI3307. The following values were computed from the NAD 83(2007) position.
 AI3307
 AI3307;                    North         East     Units Scale Factor Converg.
 AI3307;SPC MN S     -   238,206.285   803,278.388   MT  0.99993210   +0 01 43.6
 AI3307;SPC MN S     -   781,515.12  2,635,422.51   sFT  0.99993210   +0 01 43.6
 AI3307;UTM  15      - 4,899,404.025   423,432.180   MT  0.99967210   -0 40 08.8
 AI3307
 AI3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3307!SPC MN S     -   0.99995800  x   0.99993210  =   0.99989011
 AI3307!UTM  15      -   0.99995800  x   0.99967210  =   0.99963012
 AI3307
 AI3307                          SUPERSEDED SURVEY CONTROL
 AI3307
 AI3307  NAD 83(1996)-  44 14 37.84769(N)    093 57 32.23491(W) AD(       ) 1
 AI3307  ELLIP H (06/18/03)  267.878  (m)                       GP(       ) 3 2
 AI3307  NAVD 88 (06/18/03)  296.18   (m)          971.7    (f) LEVELING    3  
 AI3307
 AI3307.Superseded values are not recommended for survey control.
 AI3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3307.See file dsdata.txt to determine how the superseded data were derived.
 AI3307
 AI3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2343299404(NAD 83)
 AI3307
 AI3307_MARKER: DV = VERTICAL CONTROL DISK
 AI3307_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3307_STAMPING: 4012 A 1990
 AI3307_MARK LOGO: MNDT  
 AI3307_PROJECTION: RECESSED 5 CENTIMETERS
 AI3307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3307+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991
 AI3307_ROD/PIPE-DEPTH: 12.2 meters
 AI3307
 AI3307  HISTORY     - Date     Condition        Report By
 AI3307  HISTORY     - 1990     MONUMENTED       MNDT
 AI3307  HISTORY     - 19910401 GOOD             MNDT
 AI3307
 AI3307                          STATION DESCRIPTION
 AI3307
 AI3307'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3307'THE MARK IS LOCATED ABOUT 3 1/2 MILES NNE OF MANKATO IN THE SE 1/4
 AI3307'SECTION 16, T109N, R26W.  TO REACH THE MARK FROM THE JCT OF TH 22 AND
 AI3307'TH 14 BY PASS, GO NORTH 4.4 MILES (7.1 KM) ON TH 22, MP 59.1. THE MARK
 AI3307'IS 42.0 FT (12.8 M) EAST OF THE CENTER OF TH 22, 10.0 FT (3.0 M) SOUTH
 AI3307'OF THE CENTER OF AN ENTRANCE, 64.5 FT (19.7 M) NNE OF THE CENTER OF A
 AI3307'BOX CULVERT, 5.4 FT (1.6 M) NORTH OF A STEEL WITNESS POST, AND IS
 AI3307'ABOUT 1 FT (0.3 M) LOWER THAN TH 22.
 AI3307
 AI3307                          STATION RECOVERY (1991)
 AI3307
 AI3307'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH)
 AI3307'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3308 ***********************************************************************
 AI3308  DESIGNATION -  4012 B
 AI3308  PID         -  AI3308
 AI3308  STATE/COUNTY-  MN/LE SUEUR
 AI3308  COUNTRY     -  US
 AI3308  USGS QUAD   -  ST PETER (1991)
 AI3308
 AI3308                         *CURRENT SURVEY CONTROL
 AI3308  ______________________________________________________________________
 AI3308* NAD 83(1986) POSITION- 44 15 15.     (N) 093 57 37.     (W)   SCALED    
 AI3308* NAVD 88 ORTHO HEIGHT -   304.743  (meters)     999.81  (feet) ADJUSTED  
 AI3308  ______________________________________________________________________
 AI3308  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 AI3308  DYNAMIC HEIGHT  -        304.698 (meters)      999.66  (feet) COMP
 AI3308  MODELED GRAVITY -    980,460.6   (mgal)                       NAVD 88
 AI3308
 AI3308  VERT ORDER      -  SECOND    CLASS I
 AI3308
 AI3308.The horizontal coordinates were scaled from a topographic map and have
 AI3308.an estimated accuracy of +/- 6 seconds.
 AI3308.
 AI3308.The orthometric height was determined by differential leveling and
 AI3308.adjusted in June 2000.
 AI3308
 AI3308.Photographs are available for this station.
 AI3308
 AI3308.The dynamic height is computed by dividing the NAVD 88
 AI3308.geopotential number by the normal gravity value computed on the
 AI3308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3308.degrees latitude (g = 980.6199 gals.).
 AI3308
 AI3308.The modeled gravity was interpolated from observed gravity values.
 AI3308
 AI3308;                    North         East    Units  Estimated Accuracy
 AI3308;SPC MN S     -   239,350.      803,170.      MT  (+/- 180 meters Scaled)
 AI3308
 AI3308                          SUPERSEDED SURVEY CONTROL
 AI3308
 AI3308.No superseded survey control is available for this station.
 AI3308
 AI3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK233005(NAD 83)
 AI3308
 AI3308_MARKER: DV = VERTICAL CONTROL DISK
 AI3308_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3308_STAMPING: 4012 B 1990
 AI3308_MARK LOGO: MNDT  
 AI3308_PROJECTION: RECESSED 3 CENTIMETERS
 AI3308_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3308+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3308_ROD/PIPE-DEPTH:  6.1 meters
 AI3308
 AI3308  HISTORY     - Date     Condition        Report By
 AI3308  HISTORY     - 1990     MONUMENTED       MNDT
 AI3308
 AI3308                          STATION DESCRIPTION
 AI3308
 AI3308'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3308'THE MARK IS ABOUT 4 1/2 MILES SOUTH OF ST PETER IN THE NW 1/4 SECTION
 AI3308'16, T109N, R26W.  TO REACH THE MARK FROM THE SOUTHERN MOST JCT OF TH
 AI3308'22 AND TH 169 IN ST PETER, GO SOUTH 4.3 MILES (6.9 KM) ON TH 22 TO CO
 AI3308'RD 101, TURN RIGHT AND GO 370.0 FT.  (112.8 M) THE MARK IS 370.0 FT
 AI3308'(112.8 M) WEST OF THE CENTER OF TH 22, 30.5 FT (9.3 M) SOUTH OF THE
 AI3308'CENTER OF CO RD 101, 17.0 FT (5.2 M) EAST OF THE CENTER OF A FIELD
 AI3308'ENTRANCE, 3.3 FT (1.0 M) EAST OF A POWER POLE, 1.7 FT (0.5 M) NORTH OF
 AI3308'A STEEL WITNESS POST, AND IS ABOUT 1/2 FT LOWER THAN CO RD 101.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3309 ***********************************************************************
 AI3309  DESIGNATION -  4012 C
 AI3309  PID         -  AI3309
 AI3309  STATE/COUNTY-  MN/LE SUEUR
 AI3309  COUNTRY     -  US
 AI3309  USGS QUAD   -  ST PETER (1991)
 AI3309
 AI3309                         *CURRENT SURVEY CONTROL
 AI3309  ______________________________________________________________________
 AI3309* NAD 83(1986) POSITION- 44 15 47.     (N) 093 57 32.     (W)   SCALED    
 AI3309* NAVD 88 ORTHO HEIGHT -   297.595  (meters)     976.36  (feet) ADJUSTED  
 AI3309  ______________________________________________________________________
 AI3309  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 AI3309  DYNAMIC HEIGHT  -        297.551 (meters)      976.22  (feet) COMP
 AI3309  MODELED GRAVITY -    980,460.9   (mgal)                       NAVD 88
 AI3309
 AI3309  VERT ORDER      -  SECOND    CLASS I
 AI3309
 AI3309.The horizontal coordinates were scaled from a topographic map and have
 AI3309.an estimated accuracy of +/- 6 seconds.
 AI3309.
 AI3309.The orthometric height was determined by differential leveling and
 AI3309.adjusted in June 2000.
 AI3309
 AI3309.Photographs are available for this station.
 AI3309
 AI3309.The dynamic height is computed by dividing the NAVD 88
 AI3309.geopotential number by the normal gravity value computed on the
 AI3309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3309.degrees latitude (g = 980.6199 gals.).
 AI3309
 AI3309.The modeled gravity was interpolated from observed gravity values.
 AI3309
 AI3309;                    North         East    Units  Estimated Accuracy
 AI3309;SPC MN S     -   240,340.      803,280.      MT  (+/- 180 meters Scaled)
 AI3309
 AI3309                          SUPERSEDED SURVEY CONTROL
 AI3309
 AI3309.No superseded survey control is available for this station.
 AI3309
 AI3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK234015(NAD 83)
 AI3309
 AI3309_MARKER: DV = VERTICAL CONTROL DISK
 AI3309_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3309_STAMPING: 4012 C 1990
 AI3309_MARK LOGO: MNDT  
 AI3309_PROJECTION: RECESSED 5 CENTIMETERS
 AI3309_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3309+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3309_ROD/PIPE-DEPTH:  7.6 meters
 AI3309
 AI3309  HISTORY     - Date     Condition        Report By
 AI3309  HISTORY     - 1990     MONUMENTED       MNDT
 AI3309
 AI3309                          STATION DESCRIPTION
 AI3309
 AI3309'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3309'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF ST PETER IN THE NW
 AI3309'1/4 SECTION 9, T109N, R26W.  TO REACH THE MARK FROM THE JCT OF TH 22
 AI3309'AND TH 169, GO SOUTH 3.65 MILES (5.87 KM) ON TH 22, MP 60.4. THE MARK
 AI3309'IS 48.0 FT (14.6 M) WEST OF THE CENTER OF TH 22, 34.4 FT (10.5 M) NNW
 AI3309'OF A POWER POLE, 2.1 FT (0.6 M) EAST OF A FENCE POST CORNER, 2.9 FT
 AI3309'(0.9 M) NNE OF A STEEL WITNESS POST, AND IS ABOUT 3 FT (0.9 M) LOWER
 AI3309'THAN TH 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3311 ***********************************************************************
 AI3311  DESIGNATION -  4012 D
 AI3311  PID         -  AI3311
 AI3311  STATE/COUNTY-  MN/LE SUEUR
 AI3311  COUNTRY     -  US
 AI3311  USGS QUAD   -  ST PETER (1991)
 AI3311
 AI3311                         *CURRENT SURVEY CONTROL
 AI3311  ______________________________________________________________________
 AI3311* NAD 83(2007) POSITION- 44 16 53.85682(N) 093 57 25.73846(W)   ADJUSTED  
 AI3311* NAD 83(2007) ELLIP HT-   245.791 (meters)        (02/10/07)   ADJUSTED
 AI3311* NAD 83(2007) EPOCH   -  2002.00
 AI3311* NAVD 88 ORTHO HEIGHT -   274.102  (meters)     899.28  (feet) ADJUSTED  
 AI3311  ______________________________________________________________________
 AI3311  NAD 83(2007) X  -   -315,643.828 (meters)                     COMP
 AI3311  NAD 83(2007) Y  - -4,562,954.812 (meters)                     COMP
 AI3311  NAD 83(2007) Z  -  4,430,719.984 (meters)                     COMP
 AI3311  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC09
 AI3311  GEOID HEIGHT    -        -28.31  (meters)                     GEOID09
 AI3311  DYNAMIC HEIGHT  -        274.061 (meters)      899.15  (feet) COMP
 AI3311  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 AI3311
 AI3311  VERT ORDER      -  SECOND    CLASS I
 AI3311
 AI3311  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI3311  Type                                         Horiz  Ellip  Dist(km)
 AI3311  -------------------------------------------------------------------
 AI3311  NETWORK                                       0.47   1.12
 AI3311  -------------------------------------------------------------------
 AI3311  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.41   1.09      3.58
 AI3311  -------------------------------------------------------------------
 AI3311  NOTE: Click here for information on individual local accuracy
 AI3311  values and other accuracy information.
 AI3311
 AI3311
 AI3311.The horizontal coordinates were established by GPS observations
 AI3311.and adjusted by the National Geodetic Survey in February 2007.
 AI3311
 AI3311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI3311.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI3311
 AI3311.The horizontal coordinates are valid at the epoch date displayed above
 AI3311.which is a decimal equivalence of Year/Month/Day.
 AI3311
 AI3311.The orthometric height was determined by differential leveling and
 AI3311.adjusted in June 2000.
 AI3311
 AI3311.Photographs are available for this station.
 AI3311
 AI3311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3311
 AI3311.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI3311
 AI3311.The ellipsoidal height was determined by GPS observations
 AI3311.and is referenced to NAD 83.
 AI3311
 AI3311.The dynamic height is computed by dividing the NAVD 88
 AI3311.geopotential number by the normal gravity value computed on the
 AI3311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3311.degrees latitude (g = 980.6199 gals.).
 AI3311
 AI3311.The modeled gravity was interpolated from observed gravity values.
 AI3311
 AI3311. The following values were computed from the NAD 83(2007) position.
 AI3311
 AI3311;                    North         East     Units Scale Factor Converg.
 AI3311;SPC MN S     -   242,404.099   803,420.329   MT  0.99992937   +0 01 48.1
 AI3311;SPC MN S     -   795,287.45  2,635,888.20   sFT  0.99992937   +0 01 48.1
 AI3311;UTM  15      - 4,903,598.713   423,625.207   MT  0.99967174   -0 40 05.9
 AI3311
 AI3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3311!SPC MN S     -   0.99996146  x   0.99992937  =   0.99989083
 AI3311!UTM  15      -   0.99996146  x   0.99967174  =   0.99963321
 AI3311
 AI3311                          SUPERSEDED SURVEY CONTROL
 AI3311
 AI3311  NAD 83(1996)-  44 16 53.85628(N)    093 57 25.73797(W) AD(       ) 1
 AI3311  ELLIP H (06/18/03)  245.819  (m)                       GP(       ) 3 2
 AI3311  NAVD 88 (06/18/03)  274.10   (m)          899.3    (f) LEVELING    3  
 AI3311
 AI3311.Superseded values are not recommended for survey control.
 AI3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3311.See file dsdata.txt to determine how the superseded data were derived.
 AI3311
 AI3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2362503598(NAD 83)
 AI3311
 AI3311_MARKER: DV = VERTICAL CONTROL DISK
 AI3311_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3311_STAMPING: 4012 D 1990
 AI3311_MARK LOGO: MNDT  
 AI3311_PROJECTION: FLUSH
 AI3311_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3311+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991
 AI3311_ROD/PIPE-DEPTH: 13.7 meters
 AI3311
 AI3311  HISTORY     - Date     Condition        Report By
 AI3311  HISTORY     - 1990     MONUMENTED       MNDT
 AI3311  HISTORY     - 19910401 GOOD             MNDT
 AI3311
 AI3311                          STATION DESCRIPTION
 AI3311
 AI3311'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3311'THE MARK IS ABOUT 2 1/2 MILES SOUTH OF ST PETER IN THE NE 1/4 SECTION
 AI3311'4, T109N, R26W.  TO REACH THE MARK FROM THE SOUTHERN MOST JCT OF TH 22
 AI3311'AND TH 169 IN ST PETER, GO SOUTH 2.4 MILES (3.9 KM) ON TH 22, MP
 AI3311'61.65.  THE MARK IS 44.0 FT (13.4 M) WEST OF THE CENTER OF TH 22, 12.0
 AI3311'FT (3.7 M) NORTH OF THE CENTER OF AN ENTRANCE, 178.0 FT (54.3 M) NORTH
 AI3311'OF A POWER POLE, 151.1 FT (46.1 M) SOUTH OF A POWER POLE, 3.5 FT (1.1
 AI3311'M) SOUTH OF A STEEL WITNESS POST, AND IS ABOUT LEVEL WITH TH 22.
 AI3311
 AI3311                          STATION RECOVERY (1991)
 AI3311
 AI3311'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH)
 AI3311'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3313 ***********************************************************************
 AI3313  DESIGNATION -  4012 E
 AI3313  PID         -  AI3313
 AI3313  STATE/COUNTY-  MN/LE SUEUR
 AI3313  COUNTRY     -  US
 AI3313  USGS QUAD   -  ST PETER (1991)
 AI3313
 AI3313                         *CURRENT SURVEY CONTROL
 AI3313  ______________________________________________________________________
 AI3313* NAD 83(1986) POSITION- 44 18 22.     (N) 093 57 31.     (W)   SCALED    
 AI3313* NAVD 88 ORTHO HEIGHT -   241.018  (meters)     790.74  (feet) ADJUSTED  
 AI3313  ______________________________________________________________________
 AI3313  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 AI3313  DYNAMIC HEIGHT  -        240.982 (meters)      790.62  (feet) COMP
 AI3313  MODELED GRAVITY -    980,463.7   (mgal)                       NAVD 88
 AI3313
 AI3313  VERT ORDER      -  SECOND    CLASS I
 AI3313
 AI3313.The horizontal coordinates were scaled from a topographic map and have
 AI3313.an estimated accuracy of +/- 6 seconds.
 AI3313.
 AI3313.The orthometric height was determined by differential leveling and
 AI3313.adjusted in June 2000.
 AI3313
 AI3313.Photographs are available for this station.
 AI3313
 AI3313.The dynamic height is computed by dividing the NAVD 88
 AI3313.geopotential number by the normal gravity value computed on the
 AI3313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3313.degrees latitude (g = 980.6199 gals.).
 AI3313
 AI3313.The modeled gravity was interpolated from observed gravity values.
 AI3313
 AI3313;                    North         East    Units  Estimated Accuracy
 AI3313;SPC MN S     -   245,120.      803,300.      MT  (+/- 180 meters Scaled)
 AI3313
 AI3313                          SUPERSEDED SURVEY CONTROL
 AI3313
 AI3313.No superseded survey control is available for this station.
 AI3313
 AI3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK235063(NAD 83)
 AI3313
 AI3313_MARKER: DE = TRAVERSE STATION DISK
 AI3313_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI3313_SP_SET: BRIDGE ABUTMENT
 AI3313_STAMPING: 4012 E 1990
 AI3313_MARK LOGO: MNDT  
 AI3313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3313+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3313
 AI3313  HISTORY     - Date     Condition        Report By
 AI3313  HISTORY     - 1990     MONUMENTED       MNDT
 AI3313
 AI3313                          STATION DESCRIPTION
 AI3313
 AI3313'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3313'THE MARK IS ABOUT 1/2 MILE SOUTH OF ST PETER IN THE NE 1/4 SECTION 28,
 AI3313'T110N, R26W.  TO REACH THE MARK FROM THE SOUTHERN MOST JCT OF TH 22
 AI3313'AND TH 169 IN ST PETER, GO SOUTH 0.6 MILE (1.0 KM) ON TH 22, MP 63.4.
 AI3313'THE MARK IS SET IN THE SW CORNER OF BRIDGE 40003, 19.5 FT (5.9 M)
 AI3313'SOUTH OF THE CENTER OF TH 22, 2.0 FT (0.6 M) SW OF THE CORNER OF THE
 AI3313'BRIDGE, AND IS ABOUT 25 FT (7.6 M) HIGHER THAN TH 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4695 ***********************************************************************
 AE4695  DESIGNATION -  4013 D
 AE4695  PID         -  AE4695
 AE4695  STATE/COUNTY-  MN/LE SUEUR
 AE4695  COUNTRY     -  US
 AE4695  USGS QUAD   -  LE SUEUR (1979)
 AE4695
 AE4695                         *CURRENT SURVEY CONTROL
 AE4695  ______________________________________________________________________
 AE4695* NAD 83(1986) POSITION- 44 28 58.4    (N) 093 53 25.7    (W)   HD_HELD2  
 AE4695* NAVD 88 ORTHO HEIGHT -   251.837  (meters)     826.24  (feet) ADJUSTED  
 AE4695  ______________________________________________________________________
 AE4695  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 AE4695  DYNAMIC HEIGHT  -        251.804 (meters)      826.13  (feet) COMP
 AE4695  MODELED GRAVITY -    980,479.1   (mgal)                       NAVD 88
 AE4695
 AE4695  VERT ORDER      -  SECOND    CLASS I
 AE4695
 AE4695.The horizontal coordinates were established by autonomous hand held GPS
 AE4695.observations and have an estimated accuracy of +/- 10 meters.
 AE4695.
 AE4695.The orthometric height was determined by differential leveling and
 AE4695.adjusted in January 1998.
 AE4695
 AE4695.Photographs are available for this station.
 AE4695
 AE4695.The dynamic height is computed by dividing the NAVD 88
 AE4695.geopotential number by the normal gravity value computed on the
 AE4695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4695.degrees latitude (g = 980.6199 gals.).
 AE4695
 AE4695.The modeled gravity was interpolated from observed gravity values.
 AE4695
 AE4695;                    North         East    Units  Estimated Accuracy
 AE4695;SPC MN S     -   264,772.      808,713.      MT  (+/- 10 meters HH2 GPS)
 AE4695
 AE4695                          SUPERSEDED SURVEY CONTROL
 AE4695
 AE4695.No superseded survey control is available for this station.
 AE4695
 AE4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2918825894(NAD 83)
 AE4695
 AE4695_MARKER: DB = BENCH MARK DISK
 AE4695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4695_STAMPING: 4013 D 1963
 AE4695_MARK LOGO: MNHD  
 AE4695_PROJECTION: FLUSH
 AE4695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4695+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 AE4695
 AE4695  HISTORY     - Date     Condition        Report By
 AE4695  HISTORY     - 1963     MONUMENTED       MNDT
 AE4695  HISTORY     - 19910326 GOOD             MNDT
 AE4695  HISTORY     - 20070409 GOOD             MNDT
 AE4695
 AE4695                          STATION DESCRIPTION
 AE4695
 AE4695'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4695'THE MARK WAS RECOVERED IN GOOD CONDITION 1.25 MILES (2.01 KM)
 AE4695'NORTHEAST 0F THE CITY OF LE SUEUR, 0.35 MILES (0.56 KM) NORTHEAST
 AE4695'ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH
 AE4695'OF LE SUEUR, IN THE NE 1/4 OF SECTION 25, T112N, R25W, 120.0 FT (36.6
 AE4695'M) SOUTHEAST OF AND 6.0 FT (1.8 M) LOWER THAN THE CENTERLINE OF THE
 AE4695'NBL OF TRUNK HIGHWAY 169, AT MILEPOINT 79.25, 1.0 FT (0.3 M) NORTHWEST
 AE4695'OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
 AE4695
 AE4695                          STATION RECOVERY (2007)
 AE4695
 AE4695'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AE4695'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4696 ***********************************************************************
 AE4696  DESIGNATION -  4013 E
 AE4696  PID         -  AE4696
 AE4696  STATE/COUNTY-  MN/LE SUEUR
 AE4696  COUNTRY     -  US
 AE4696  USGS QUAD   -  LE SUEUR (1979)
 AE4696
 AE4696                         *CURRENT SURVEY CONTROL
 AE4696  ______________________________________________________________________
 AE4696* NAD 83(1986) POSITION- 44 29 10.4    (N) 093 52 56.4    (W)   HD_HELD1  
 AE4696* NAVD 88 ORTHO HEIGHT -   284.429  (meters)     933.16  (feet) ADJUSTED  
 AE4696  ______________________________________________________________________
 AE4696  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 AE4696  DYNAMIC HEIGHT  -        284.392 (meters)      933.04  (feet) COMP
 AE4696  MODELED GRAVITY -    980,480.6   (mgal)                       NAVD 88
 AE4696
 AE4696  VERT ORDER      -  SECOND    CLASS I
 AE4696
 AE4696.The horizontal coordinates were established by differentially corrected
 AE4696.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AE4696.
 AE4696.The orthometric height was determined by differential leveling and
 AE4696.adjusted in January 1998.
 AE4696
 AE4696.Photographs are available for this station.
 AE4696
 AE4696.The dynamic height is computed by dividing the NAVD 88
 AE4696.geopotential number by the normal gravity value computed on the
 AE4696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4696.degrees latitude (g = 980.6199 gals.).
 AE4696
 AE4696.The modeled gravity was interpolated from observed gravity values.
 AE4696
 AE4696;                    North         East    Units  Estimated Accuracy
 AE4696;SPC MN S     -   265,142.8     809,359.4     MT  (+/- 3 meters HH1 GPS) 
 AE4696
 AE4696                          SUPERSEDED SURVEY CONTROL
 AE4696
 AE4696.No superseded survey control is available for this station.
 AE4696
 AE4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2983926257(NAD 83)
 AE4696
 AE4696_MARKER: DB = BENCH MARK DISK
 AE4696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4696_STAMPING: 4013 E 1963
 AE4696_MARK LOGO: MNHD  
 AE4696_PROJECTION: PROJECTING 23 CENTIMETERS
 AE4696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4696+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 AE4696
 AE4696  HISTORY     - Date     Condition        Report By
 AE4696  HISTORY     - 1963     MONUMENTED       MNDT
 AE4696  HISTORY     - 19910326 GOOD             MNDT
 AE4696  HISTORY     - 20070409 GOOD             MNDT
 AE4696
 AE4696                          STATION DESCRIPTION
 AE4696
 AE4696'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4696'THE MARK WAS RECOVERED IN GOOD CONDITION 1.5 MILES (2.4 KM) NORTHEAST
 AE4696'0F THE CITY OF LE SUEUR, 0.95 MI (1.53 KM) NORTHEAST ALONG TRUNK
 AE4696'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH OF LE
 AE4696'SUEUR, IN THE SW 1/4 OF SECTION 19, T112N, R25W, 146.0 FT (44.5 M)
 AE4696'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE SBL OF TRUNK
 AE4696'HIGHWAY 169, AT MILEPOINT 79.75, 1.0 FT (0.3 M) SOUTHWEST OF A STEEL
 AE4696'WITNESS POST, AND 0.8 FT (24.4 CM) ABOVE THE GROUND.
 AE4696
 AE4696                          STATION RECOVERY (2007)
 AE4696
 AE4696'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 AE4696'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4697 ***********************************************************************
 AE4697  DESIGNATION -  4013 F
 AE4697  PID         -  AE4697
 AE4697  STATE/COUNTY-  MN/LE SUEUR
 AE4697  COUNTRY     -  US
 AE4697  USGS QUAD   -  LE SUEUR (1979)
 AE4697
 AE4697                         *CURRENT SURVEY CONTROL
 AE4697  ______________________________________________________________________
 AE4697* NAD 83(1986) POSITION- 44 29 23.     (N) 093 52 43.     (W)   SCALED    
 AE4697* NAVD 88 ORTHO HEIGHT -   297.868  (meters)     977.26  (feet) ADJUSTED  
 AE4697  ______________________________________________________________________
 AE4697  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 AE4697  DYNAMIC HEIGHT  -        297.830 (meters)      977.13  (feet) COMP
 AE4697  MODELED GRAVITY -    980,480.8   (mgal)                       NAVD 88
 AE4697
 AE4697  VERT ORDER      -  SECOND    CLASS I
 AE4697
 AE4697.The horizontal coordinates were scaled from a topographic map and have
 AE4697.an estimated accuracy of +/- 6 seconds.
 AE4697.
 AE4697.The orthometric height was determined by differential leveling and
 AE4697.adjusted in January 1998.
 AE4697
 AE4697.Photographs are available for this station.
 AE4697
 AE4697.The dynamic height is computed by dividing the NAVD 88
 AE4697.geopotential number by the normal gravity value computed on the
 AE4697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4697.degrees latitude (g = 980.6199 gals.).
 AE4697
 AE4697.The modeled gravity was interpolated from observed gravity values.
 AE4697
 AE4697;                    North         East    Units  Estimated Accuracy
 AE4697;SPC MN S     -   265,530.      809,660.      MT  (+/- 180 meters Scaled)
 AE4697
 AE4697                          SUPERSEDED SURVEY CONTROL
 AE4697
 AE4697.No superseded survey control is available for this station.
 AE4697
 AE4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK301266(NAD 83)
 AE4697
 AE4697_MARKER: DB = BENCH MARK DISK
 AE4697_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4697_STAMPING: 4013 F 1963
 AE4697_MARK LOGO: MNDT  
 AE4697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4697+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 AE4697
 AE4697  HISTORY     - Date     Condition        Report By
 AE4697  HISTORY     - 1963     MONUMENTED       MNDT
 AE4697  HISTORY     - 19910326 GOOD             MNDT
 AE4697
 AE4697                          STATION DESCRIPTION
 AE4697
 AE4697'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4697'THE MARK WAS RECOVERED IN GOOD CONDITION 1.75 MILES (2.82 KM)
 AE4697'NORTHEAST OF THE CITY OF LE SUEUR, 1.2 MILES (1.9 KM) NORTHEAST ALONG
 AE4697'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH OF LE
 AE4697'SUEUR, IN THE SE 1/4 OF SECTION 19, T112N, R25W, 95.0 FT (29.0 M)
 AE4697'NORTHWEST OF AND 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE OF THE SBL
 AE4697'OF TRUNK HIGHWAY 169, AT MILEPOINT 80.1, 1.1 FT (0.3 M) EAST-SOUTHEAST
 AE4697'OF A STEEL WITNESS POST, 52.2 FT (15.9 M) SOUTH-SOUTHWEST OF SOUTH LEG
 AE4697'OF A WOODEN SIGN, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4698 ***********************************************************************
 AE4698  DESIGNATION -  4013 G
 AE4698  PID         -  AE4698
 AE4698  STATE/COUNTY-  MN/LE SUEUR
 AE4698  COUNTRY     -  US
 AE4698  USGS QUAD   -  ST THOMAS (1965)
 AE4698
 AE4698                         *CURRENT SURVEY CONTROL
 AE4698  ______________________________________________________________________
 AE4698* NAD 83(1986) POSITION- 44 29 42.     (N) 093 52 24.     (W)   SCALED    
 AE4698* NAVD 88 ORTHO HEIGHT -   299.064  (meters)     981.18  (feet) ADJUSTED  
 AE4698  ______________________________________________________________________
 AE4698  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 AE4698  DYNAMIC HEIGHT  -        299.026 (meters)      981.05  (feet) COMP
 AE4698  MODELED GRAVITY -    980,482.0   (mgal)                       NAVD 88
 AE4698
 AE4698  VERT ORDER      -  SECOND    CLASS I
 AE4698
 AE4698.The horizontal coordinates were scaled from a topographic map and have
 AE4698.an estimated accuracy of +/- 6 seconds.
 AE4698.
 AE4698.The orthometric height was determined by differential leveling and
 AE4698.adjusted in January 1998.
 AE4698
 AE4698.Photographs are available for this station.
 AE4698
 AE4698.The dynamic height is computed by dividing the NAVD 88
 AE4698.geopotential number by the normal gravity value computed on the
 AE4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4698.degrees latitude (g = 980.6199 gals.).
 AE4698
 AE4698.The modeled gravity was interpolated from observed gravity values.
 AE4698
 AE4698;                    North         East    Units  Estimated Accuracy
 AE4698;SPC MN S     -   266,120.      810,070.      MT  (+/- 180 meters Scaled)
 AE4698
 AE4698                          SUPERSEDED SURVEY CONTROL
 AE4698
 AE4698.No superseded survey control is available for this station.
 AE4698
 AE4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK305272(NAD 83)
 AE4698
 AE4698_MARKER: DB = BENCH MARK DISK
 AE4698_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4698_STAMPING: 4013 G 1963
 AE4698_MARK LOGO: MNDT  
 AE4698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4698+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 AE4698
 AE4698  HISTORY     - Date     Condition        Report By
 AE4698  HISTORY     - 1963     MONUMENTED       MNDT
 AE4698  HISTORY     - 19910326 GOOD             MNDT
 AE4698
 AE4698                          STATION DESCRIPTION
 AE4698
 AE4698'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4698'THE MARK AS WAS RECOVERED IN GOOD CONDITION 2.0 MILES (3.2 KM)
 AE4698'NORTHEAST OF THE CITY OF LE SUEUR, 1.6 MILES (2.6 KM) NORTHEAST ALONG
 AE4698'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH OF LE
 AE4698'SUEUR, IN THE NE 1/4 OF SECTION 19, T112N, R25W, 100.0 FT (30.5 M)
 AE4698'N0RTHWEST OF AND 2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF SBL OF
 AE4698'TRUNK HIGHWAY 169, AT MILEPOINT 80.5, 1.0 FT (0.3 M) EAST OF A STEEL
 AE4698'WITNESS POST, 4.9 FT (1.5 M) SOUTH-SOUTHWEST OF OF A POWER POLE, AND
 AE4698'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4699 ***********************************************************************
 AE4699  DESIGNATION -  4013 H
 AE4699  PID         -  AE4699
 AE4699  STATE/COUNTY-  MN/LE SUEUR
 AE4699  COUNTRY     -  US
 AE4699  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4699
 AE4699                         *CURRENT SURVEY CONTROL
 AE4699  ______________________________________________________________________
 AE4699* NAD 83(1986) POSITION- 44 30 09.     (N) 093 51 41.     (W)   SCALED    
 AE4699* NAVD 88 ORTHO HEIGHT -   298.180  (meters)     978.28  (feet) ADJUSTED  
 AE4699  ______________________________________________________________________
 AE4699  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 AE4699  DYNAMIC HEIGHT  -        298.143 (meters)      978.16  (feet) COMP
 AE4699  MODELED GRAVITY -    980,485.4   (mgal)                       NAVD 88
 AE4699
 AE4699  VERT ORDER      -  SECOND    CLASS I
 AE4699
 AE4699.The horizontal coordinates were scaled from a topographic map and have
 AE4699.an estimated accuracy of +/- 6 seconds.
 AE4699.
 AE4699.The orthometric height was determined by differential leveling and
 AE4699.adjusted in January 1998.
 AE4699
 AE4699.The dynamic height is computed by dividing the NAVD 88
 AE4699.geopotential number by the normal gravity value computed on the
 AE4699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4699.degrees latitude (g = 980.6199 gals.).
 AE4699
 AE4699.The modeled gravity was interpolated from observed gravity values.
 AE4699
 AE4699;                    North         East    Units  Estimated Accuracy
 AE4699;SPC MN S     -   266,950.      811,020.      MT  (+/- 180 meters Scaled)
 AE4699
 AE4699                          SUPERSEDED SURVEY CONTROL
 AE4699
 AE4699.No superseded survey control is available for this station.
 AE4699
 AE4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK315280(NAD 83)
 AE4699
 AE4699_MARKER: DD = SURVEY DISK
 AE4699_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4699_STAMPING: 4013 H 1963
 AE4699_MARK LOGO: MNDT  
 AE4699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE4699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4699+SATELLITE: SATELLITE OBSERVATIONS - March 26, 1991
 AE4699
 AE4699  HISTORY     - Date     Condition        Report By
 AE4699  HISTORY     - 1963     MONUMENTED       MNDT
 AE4699  HISTORY     - 19910326 GOOD             MNDT
 AE4699
 AE4699                          STATION DESCRIPTION
 AE4699
 AE4699'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4699'THE MARK WAS RECOVERED IN GOOD CONDITION 2.5 MILES (4.0 KM) NORTHEAST
 AE4699'OF THE CITY OF LE SUEUR, 2.2 MILES (3.5 KM) NORTHEAST ALONG TRUNK
 AE4699'HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH OF LE
 AE4699'SUEUR, IN THE SW 1/4 OF SECTION 17, T112N, R25W, 121.0 FT (36.9 M)
 AE4699'EAST-SOUTHEAST OF AND 0.5 FT (15.2 CM) HIGHER THAN THE CENTERLINE OF
 AE4699'NBL OF TRUNK HIGHWAY 169, AT MILEPOINT 81.1, 1.2 FT (0.4 M) WEST OF A
 AE4699'STEEL WITNESS POST, 138.4 FT (42.2 M) WEST-SOUTHWEST OF A POWER POLE
 AE4699'WITH TWO GUY WIRES, AND 0.3 FT (9.1 CM) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4701 ***********************************************************************
 AE4701  DESIGNATION -  4013 I
 AE4701  PID         -  AE4701
 AE4701  STATE/COUNTY-  MN/LE SUEUR
 AE4701  COUNTRY     -  US
 AE4701  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4701
 AE4701                         *CURRENT SURVEY CONTROL
 AE4701  ______________________________________________________________________
 AE4701* NAD 83(1986) POSITION- 44 30 56.1    (N) 093 50 55.6    (W)   HD_HELD2  
 AE4701* NAVD 88 ORTHO HEIGHT -   301.582  (meters)     989.44  (feet) ADJUSTED  
 AE4701  ______________________________________________________________________
 AE4701  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 AE4701  DYNAMIC HEIGHT  -        301.546 (meters)      989.32  (feet) COMP
 AE4701  MODELED GRAVITY -    980,489.1   (mgal)                       NAVD 88
 AE4701
 AE4701  VERT ORDER      -  SECOND    CLASS I
 AE4701
 AE4701.The horizontal coordinates were established by autonomous hand held GPS
 AE4701.observations and have an estimated accuracy of +/- 10 meters.
 AE4701.
 AE4701.The orthometric height was determined by differential leveling and
 AE4701.adjusted in January 1998.
 AE4701
 AE4701.Photographs are available for this station.
 AE4701
 AE4701.The dynamic height is computed by dividing the NAVD 88
 AE4701.geopotential number by the normal gravity value computed on the
 AE4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4701.degrees latitude (g = 980.6199 gals.).
 AE4701
 AE4701.The modeled gravity was interpolated from observed gravity values.
 AE4701
 AE4701;                    North         East    Units  Estimated Accuracy
 AE4701;SPC MN S     -   268,410.      812,022.      MT  (+/- 10 meters HH2 GPS)
 AE4701
 AE4701                          SUPERSEDED SURVEY CONTROL
 AE4701
 AE4701.No superseded survey control is available for this station.
 AE4701
 AE4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3254229490(NAD 83)
 AE4701
 AE4701_MARKER: DB = BENCH MARK DISK
 AE4701_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE4701_STAMPING: 4013 I 1963
 AE4701_MARK LOGO: MNDT  
 AE4701_PROJECTION: FLUSH
 AE4701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4701+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 AE4701
 AE4701  HISTORY     - Date     Condition        Report By
 AE4701  HISTORY     - 1963     MONUMENTED       MNDT
 AE4701  HISTORY     - 19910326 GOOD             MNDT
 AE4701  HISTORY     - 20020429 GOOD             MNDT
 AE4701
 AE4701                          STATION DESCRIPTION
 AE4701
 AE4701'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4701'THE MARK AS WAS RECOVERED IN GOOD CONDITION 3.75 MILES (6.03 KM)
 AE4701'NORTHEAST OF THE CITY OF LE SUEUR, 3.5 MILES (5.6 KM) NORTHEAST ALONG
 AE4701'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH OF LE
 AE4701'SUEUR, IN THE SW 1/4 OF SECTION 9, T112N, R25W, 100.0 FT (30.5 M)
 AE4701'EAST-SOUTHEAST OF AND 2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF NBL
 AE4701'OF TRUNK HIGHWAY 169, AT MILEPOINT 82.4, 0.6 FT (18.3 CM) NW OF A
 AE4701'STEEL WITNESS POST, 3.5 FT (1.1 M) NORTHWEST OF A FENCELINE 125.0 FT
 AE4701'(38.1 M) SOUTH OF THE SOUTH END OF A FRONTAGE ROAD, AND FLUSH WITH THE
 AE4701'GROUND.
 AE4701
 AE4701                          STATION RECOVERY (2002)
 AE4701
 AE4701'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AE4701'RECOVERED IN GOOD CONDITION.   THE MARK IS 1.0 FT (0.3 M) SOUTH OF WIT
 AE4701'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4702 ***********************************************************************
 AE4702  DESIGNATION -  4013 J
 AE4702  PID         -  AE4702
 AE4702  STATE/COUNTY-  MN/LE SUEUR
 AE4702  COUNTRY     -  US
 AE4702  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4702
 AE4702                         *CURRENT SURVEY CONTROL
 AE4702  ______________________________________________________________________
 AE4702* NAD 83(2007) POSITION- 44 31 44.86075(N) 093 50 47.37887(W)   ADJUSTED  
 AE4702* NAD 83(2007) ELLIP HT-   263.676 (meters)        (02/10/07)   ADJUSTED
 AE4702* NAD 83(2007) EPOCH   -  2002.00
 AE4702* NAVD 88 ORTHO HEIGHT -   291.569  (meters)     956.59  (feet) ADJUSTED  
 AE4702  ______________________________________________________________________
 AE4702  NAD 83(2007) X  -   -305,540.636 (meters)                     COMP
 AE4702  NAD 83(2007) Y  - -4,544,367.012 (meters)                     COMP
 AE4702  NAD 83(2007) Z  -  4,450,381.148 (meters)                     COMP
 AE4702  LAPLACE CORR    -          3.42  (seconds)                    DEFLEC09
 AE4702  GEOID HEIGHT    -        -27.90  (meters)                     GEOID09
 AE4702  DYNAMIC HEIGHT  -        291.535 (meters)      956.48  (feet) COMP
 AE4702  MODELED GRAVITY -    980,493.2   (mgal)                       NAVD 88
 AE4702
 AE4702  VERT ORDER      -  SECOND    CLASS I
 AE4702
 AE4702  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4702  Type                                         Horiz  Ellip  Dist(km)
 AE4702  -------------------------------------------------------------------
 AE4702  NETWORK                                       0.78   0.73
 AE4702  -------------------------------------------------------------------
 AE4702  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.77   0.68      2.54
 AE4702  -------------------------------------------------------------------
 AE4702  NOTE: Click here for information on individual local accuracy
 AE4702  values and other accuracy information.
 AE4702
 AE4702
 AE4702.The horizontal coordinates were established by GPS observations
 AE4702.and adjusted by the National Geodetic Survey in February 2007.
 AE4702
 AE4702.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4702.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4702
 AE4702.The horizontal coordinates are valid at the epoch date displayed above
 AE4702.which is a decimal equivalence of Year/Month/Day.
 AE4702
 AE4702.The orthometric height was determined by differential leveling and
 AE4702.adjusted in March 2011.
 AE4702
 AE4702.Photographs are available for this station.
 AE4702
 AE4702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4702
 AE4702.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4702
 AE4702.The ellipsoidal height was determined by GPS observations
 AE4702.and is referenced to NAD 83.
 AE4702
 AE4702.The dynamic height is computed by dividing the NAVD 88
 AE4702.geopotential number by the normal gravity value computed on the
 AE4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4702.degrees latitude (g = 980.6199 gals.).
 AE4702
 AE4702.The modeled gravity was interpolated from observed gravity values.
 AE4702
 AE4702. The following values were computed from the NAD 83(2007) position.
 AE4702
 AE4702;                    North         East     Units Scale Factor Converg.
 AE4702;SPC MN S     -   269,914.935   812,201.218   MT  0.99992216   +0 06 27.3
 AE4702;SPC MN S     -   885,545.92  2,664,696.83   sFT  0.99992216   +0 06 27.3
 AE4702;UTM  15      - 4,930,993.100   432,739.090   MT  0.99965563   -0 35 37.1
 AE4702
 AE4702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4702!SPC MN S     -   0.99995866  x   0.99992216  =   0.99988082
 AE4702!UTM  15      -   0.99995866  x   0.99965563  =   0.99961430
 AE4702
 AE4702:                Primary Azimuth Mark                     Grid Az
 AE4702:SPC MN S     -  4013 K                                   356 26 33.2
 AE4702:UTM  15      -  4013 K                                   357 08 37.6
 AE4702
 AE4702|---------------------------------------------------------------------|
 AE4702| PID    Reference Object                     Distance      Geod. Az  |
 AE4702|                                                           dddmmss.s |
 AE4702| AE4703 4013 K                              APPROX. 0.6 KM 3563300.5 |
 AE4702|---------------------------------------------------------------------|
 AE4702
 AE4702                          SUPERSEDED SURVEY CONTROL
 AE4702
 AE4702  NAD 83(1996)-  44 31 44.86020(N)    093 50 47.37810(W) AD(       ) 1
 AE4702  ELLIP H (09/06/02)  263.732  (m)                       GP(       ) 4 1
 AE4702  NAVD 88 (09/06/02)  291.56   (m)          956.6    (f) LEVELING    3  
 AE4702  NAVD 88 (01/13/98)  291.504  (m)          956.38   (f) SUPERSEDED  2 1
 AE4702
 AE4702.Superseded values are not recommended for survey control.
 AE4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4702.See file dsdata.txt to determine how the superseded data were derived.
 AE4702
 AE4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3273930993(NAD 83)
 AE4702
 AE4702_MARKER: DB = BENCH MARK DISK
 AE4702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4702_STAMPING: 4013 J 1963
 AE4702_MARK LOGO: MNDT  
 AE4702_PROJECTION: FLUSH
 AE4702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4702+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 AE4702
 AE4702  HISTORY     - Date     Condition        Report By
 AE4702  HISTORY     - 1963     MONUMENTED       MNDT
 AE4702  HISTORY     - 19910326 GOOD             MNDT
 AE4702  HISTORY     - 20020401 GOOD             MNDT
 AE4702  HISTORY     - 20020429 GOOD             MNDT
 AE4702
 AE4702                          STATION DESCRIPTION
 AE4702
 AE4702'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4702'THE MARK WAS RECOVERED IN GOOD CONDITION 4.75 MILES (7.64 KM)
 AE4702'NORTHEAST OF THE CITY OF LE SUEUR, 4.5 MILES (7.2 KM) NORTHEAST ALONG
 AE4702'TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH OF LE
 AE4702'SUEUR, IN THE SW 1/4 OF SECTION 4, T112N, R25W, 100.0 FT (30.5 M)
 AE4702'EAST-SOUTHEAST OF AND 4.0 FT (1.2 M) LOWER THAN THE CENTERLINE OF NBL
 AE4702'OF TRUNK HIGHWAY 169, AT MILEPOINT 83.35, 0.5 FT (15.2 CM) WEST OF A
 AE4702'STEEL WITNESS POST, 1.7 FT (0.5 M) WEST-SOUTHWEST OF A FENCE CORNER,
 AE4702'133.0 FT (40.5 M) NORTH OF THE CENTER OF COUNTY ROAD 118, AND 0.3 FT
 AE4702'(9.1 CM) BELOW THE GROUND.
 AE4702
 AE4702                          STATION RECOVERY (2002)
 AE4702
 AE4702'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AE4702'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 4.75 MI NE OF LE
 AE4702'SUEUR, 4.5 MI NE ON TH 169 FROM JCT OF TH 169 AND TH 112, 100  FT ESE
 AE4702'OF NB TH 169, AT TH 169 MP 83.35, 1.0 MI SOUTH OF TH 19, 133 FT NORTH
 AE4702'OF CO RD 118, 1.7 FT WSW OF FENCE COR, 0.5 FT WEST OF  WIT POST,
 AE4702'FLUSH, MAGNETIC, SUITABLE FOR GPS.
 AE4702
 AE4702                          STATION RECOVERY (2002)
 AE4702
 AE4702'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AE4702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE4703 ***********************************************************************
 AE4703  DESIGNATION -  4013 K
 AE4703  PID         -  AE4703
 AE4703  STATE/COUNTY-  MN/LE SUEUR
 AE4703  COUNTRY     -  US
 AE4703  USGS QUAD   -  BELLE PLAINE SOUTH (1981)
 AE4703
 AE4703                         *CURRENT SURVEY CONTROL
 AE4703  ______________________________________________________________________
 AE4703* NAD 83(2007) POSITION- 44 32 05.20426(N) 093 50 49.09347(W)   ADJUSTED  
 AE4703* NAD 83(2007) ELLIP HT-   266.873 (meters)        (02/10/07)   ADJUSTED
 AE4703* NAD 83(2007) EPOCH   -  2002.00
 AE4703* NAVD 88 ORTHO HEIGHT -   294.762  (meters)     967.07  (feet) ADJUSTED  
 AE4703  ______________________________________________________________________
 AE4703  NAD 83(2007) X  -   -305,549.017 (meters)                     COMP
 AE4703  NAD 83(2007) Y  - -4,543,927.334 (meters)                     COMP
 AE4703  NAD 83(2007) Z  -  4,450,831.050 (meters)                     COMP
 AE4703  LAPLACE CORR    -          3.54  (seconds)                    DEFLEC09
 AE4703  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 AE4703  DYNAMIC HEIGHT  -        294.728 (meters)      966.95  (feet) COMP
 AE4703  MODELED GRAVITY -    980,495.0   (mgal)                       NAVD 88
 AE4703
 AE4703  VERT ORDER      -  SECOND    CLASS I
 AE4703
 AE4703  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AE4703  Type                                         Horiz  Ellip  Dist(km)
 AE4703  -------------------------------------------------------------------
 AE4703  NETWORK                                       0.93   0.96
 AE4703  -------------------------------------------------------------------
 AE4703  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.90   0.90      1.55
 AE4703  -------------------------------------------------------------------
 AE4703  NOTE: Click here for information on individual local accuracy
 AE4703  values and other accuracy information.
 AE4703
 AE4703
 AE4703.The horizontal coordinates were established by GPS observations
 AE4703.and adjusted by the National Geodetic Survey in February 2007.
 AE4703
 AE4703.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AE4703.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AE4703
 AE4703.The horizontal coordinates are valid at the epoch date displayed above
 AE4703.which is a decimal equivalence of Year/Month/Day.
 AE4703
 AE4703.The orthometric height was determined by differential leveling and
 AE4703.adjusted in January 1998.
 AE4703
 AE4703.Photographs are available for this station.
 AE4703
 AE4703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4703
 AE4703.The Laplace correction was computed from DEFLEC09 derived deflections.
 AE4703
 AE4703.The ellipsoidal height was determined by GPS observations
 AE4703.and is referenced to NAD 83.
 AE4703
 AE4703.The dynamic height is computed by dividing the NAVD 88
 AE4703.geopotential number by the normal gravity value computed on the
 AE4703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4703.degrees latitude (g = 980.6199 gals.).
 AE4703
 AE4703.The modeled gravity was interpolated from observed gravity values.
 AE4703
 AE4703. The following values were computed from the NAD 83(2007) position.
 AE4703
 AE4703;                    North         East     Units Scale Factor Converg.
 AE4703;SPC MN S     -   270,542.765   812,162.186   MT  0.99992221   +0 06 26.1
 AE4703;SPC MN S     -   887,605.72  2,664,568.77   sFT  0.99992221   +0 06 26.1
 AE4703;UTM  15      - 4,931,621.194   432,707.753   MT  0.99965569   -0 35 38.5
 AE4703
 AE4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4703!SPC MN S     -   0.99995816  x   0.99992221  =   0.99988037
 AE4703!UTM  15      -   0.99995816  x   0.99965569  =   0.99961386
 AE4703
 AE4703:                Primary Azimuth Mark                     Grid Az
 AE4703:SPC MN S     -  4013 J                                   176 26 33.2
 AE4703:UTM  15      -  4013 J                                   177 08 37.8
 AE4703
 AE4703|---------------------------------------------------------------------|
 AE4703| PID    Reference Object                     Distance      Geod. Az  |
 AE4703|                                                           dddmmss.s |
 AE4703| AE4702 4013 J                              APPROX. 0.6 KM 1763259.3 |
 AE4703|---------------------------------------------------------------------|
 AE4703
 AE4703                          SUPERSEDED SURVEY CONTROL
 AE4703
 AE4703  NAD 83(1996)-  44 32 05.20370(N)    093 50 49.09266(W) AD(       ) 1
 AE4703  ELLIP H (09/06/02)  266.931  (m)                       GP(       ) 4 1
 AE4703  NAVD 88 (09/06/02)  294.76   (m)          967.1    (f) LEVELING    3  
 AE4703
 AE4703.Superseded values are not recommended for survey control.
 AE4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4703.See file dsdata.txt to determine how the superseded data were derived.
 AE4703
 AE4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK3270731621(NAD 83)
 AE4703
 AE4703_MARKER: DB = BENCH MARK DISK
 AE4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4703_STAMPING: 4013 K 1963
 AE4703_MARK LOGO: MNDT  
 AE4703_PROJECTION: RECESSED 3 CENTIMETERS
 AE4703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE4703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4703+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 AE4703
 AE4703  HISTORY     - Date     Condition        Report By
 AE4703  HISTORY     - 1963     MONUMENTED       MNDT
 AE4703  HISTORY     - 19910326 GOOD             MNDT
 AE4703  HISTORY     - 20020401 GOOD             MNDT
 AE4703  HISTORY     - 20020429 GOOD             MNDT
 AE4703
 AE4703                          STATION DESCRIPTION
 AE4703
 AE4703'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE4703'THE MARK WAS RECOVERED IN GOOD CONDITION 5.25 MILES (8.45 KM)
 AE4703'NORTHEAST OF THE CITY OF LE SUEUR, 4.85 MILES (7.81 KM) NORTHEAST
 AE4703'ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY 112 NORTH
 AE4703'OF LE SUEUR, IN THE SW 1/4 OF SECTION 4, T112N, R25W, 65.0 FT (19.8 M)
 AE4703'EAST-SOUTHEAST OF AND 2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF NBL
 AE4703'OF TRUNK HIGHWAY 169, AT MILEPOINT 83.75, 0.5 FT (15.2 CM) WEST OF A
 AE4703'STEEL WITNESS POST, 50.0 FT (15.2 M) SOUTH OF EAST END OF A CULVERT,
 AE4703'AND FLUSH WITH THE GROUND.
 AE4703
 AE4703                          STATION RECOVERY (2002)
 AE4703
 AE4703'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AE4703'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 5.25 MI NE OF LE
 AE4703'SUEUR, 4.85 MI NE ON TH 169 FROM JCT OF TH 169 AND TH  112, 65  FT ESE
 AE4703'OF NB TH 169, AT TH 169 MP 83.75, 0.55 MI SOUTH OF TH  19, 50 FT SSE
 AE4703'OF   EAST END OF CUL UNDER NB TH 169, 0.5 FT WEST OF WI T POST,
 AE4703'RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS.
 AE4703
 AE4703                          STATION RECOVERY (2002)
 AE4703
 AE4703'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AE4703'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI9216 ***********************************************************************
 DI9216  DESIGNATION -  4013 L
 DI9216  PID         -  DI9216
 DI9216  STATE/COUNTY-  MN/LE SUEUR
 DI9216  COUNTRY     -  US
 DI9216  USGS QUAD   -  LE SUEUR (1979)
 DI9216
 DI9216                         *CURRENT SURVEY CONTROL
 DI9216  ______________________________________________________________________
 DI9216* NAD 83(1996) POSITION- 44 28 56.65160(N) 093 53 38.19484(W)   ADJUSTED  
 DI9216* NAD 83(1996) ELLIP HT-   214.073 (meters)        (06/21/07)   ADJUSTED
 DI9216* NAVD 88 ORTHO HEIGHT -   242.109  (meters)     794.32  (feet) ADJUSTED  
 DI9216  ______________________________________________________________________
 DI9216  NAD 83(1996) X  -   -309,548.671 (meters)                     COMP
 DI9216  NAD 83(1996) Y  - -4,547,708.466 (meters)                     COMP
 DI9216  NAD 83(1996) Z  -  4,446,643.298 (meters)                     COMP
 DI9216  LAPLACE CORR    -          1.47  (seconds)                    DEFLEC09
 DI9216  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DI9216  DYNAMIC HEIGHT  -        242.076 (meters)      794.21  (feet) COMP
 DI9216  MODELED GRAVITY -    980,479.0   (mgal)                       NAVD 88
 DI9216
 DI9216  HORZ ORDER      -  FIRST
 DI9216  VERT ORDER      -  SECOND    CLASS I
 DI9216  ELLP ORDER      -  FIRST     CLASS I
 DI9216
 DI9216.The horizontal coordinates were established by GPS observations
 DI9216.and adjusted by the MN DEPT OF TRANSP in June 2007.
 DI9216
 DI9216.The orthometric height was determined by differential leveling and
 DI9216.adjusted in March 2011.
 DI9216
 DI9216.Photographs are available for this station.
 DI9216
 DI9216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9216
 DI9216.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI9216
 DI9216.The ellipsoidal height was determined by GPS observations
 DI9216.and is referenced to NAD 83.
 DI9216
 DI9216.The dynamic height is computed by dividing the NAVD 88
 DI9216.geopotential number by the normal gravity value computed on the
 DI9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9216.degrees latitude (g = 980.6199 gals.).
 DI9216
 DI9216.The modeled gravity was interpolated from observed gravity values.
 DI9216
 DI9216. The following values were computed from the NAD 83(1996) position.
 DI9216
 DI9216;                    North         East     Units Scale Factor Converg.
 DI9216;SPC MN S     -   264,717.202   808,436.543   MT  0.99992209   +0 04 27.6
 DI9216;SPC MN S     -   868,493.02  2,652,345.56   sFT  0.99992209   +0 04 27.6
 DI9216;UTM  15      - 4,925,843.170   428,912.113   MT  0.99966215   -0 37 35.1
 DI9216
 DI9216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9216!SPC MN S     -   0.99996644  x   0.99992209  =   0.99988853
 DI9216!UTM  15      -   0.99996644  x   0.99966215  =   0.99962860
 DI9216
 DI9216|---------------------------------------------------------------------|
 DI9216| PID    Reference Object                     Distance      Geod. Az  |
 DI9216|                                                           dddmmss.s |
 DI9216| DI9218 GIANT RESET                          63.938 METERS 04507     |
 DI9216|---------------------------------------------------------------------|
 DI9216
 DI9216                          SUPERSEDED SURVEY CONTROL
 DI9216
 DI9216  NAVD 88 (06/21/07)  242.1    (m)  GEOID03 model used   GPS OBS        
 DI9216
 DI9216.Superseded values are not recommended for survey control.
 DI9216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9216.See file dsdata.txt to determine how the superseded data were derived.
 DI9216
 DI9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2891225843(NAD 83)
 DI9216
 DI9216_MARKER: DD = SURVEY DISK
 DI9216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI9216_STAMPING: 4013 L 2007
 DI9216_MARK LOGO: MNDT  
 DI9216_PROJECTION: PROJECTING 3 CENTIMETERS
 DI9216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9216+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DI9216_ROD/PIPE-DEPTH:  5.8 meters
 DI9216
 DI9216  HISTORY     - Date     Condition        Report By
 DI9216  HISTORY     - 2007     MONUMENTED       MNDT
 DI9216
 DI9216                          STATION DESCRIPTION
 DI9216
 DI9216'DESCRIBED BY MN DEPT OF TRANSP 2007
 DI9216'1.3 MILES NORTHEAST OF LE SUEUR, 0.25 MILE EAST ALONG TRUNK HIGHWAY
 DI9216'169 FROM THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 112 NORTH
 DI9216'EDGE OF LE SUEUR, AT TRUNK169 MILEPOINT 79.1, 29.9 FEET SOUTH OF
 DI9216'NORTHBOUND TRUNK HIGHWAY 169, 22.0 FEET NORTH NORTHWEST OF ACCESS
 DI9216'RAMP, 2.0 FEET NORTH NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4729 ***********************************************************************
 DM4729  DESIGNATION -  4013 M
 DM4729  PID         -  DM4729
 DM4729  STATE/COUNTY-  MN/LE SUEUR
 DM4729  COUNTRY     -  US
 DM4729  USGS QUAD   -  LE SUEUR (1979)
 DM4729
 DM4729                         *CURRENT SURVEY CONTROL
 DM4729  ______________________________________________________________________
 DM4729* NAD 83(1986) POSITION- 44 28 54.6    (N) 093 53 56.1    (W)   HD_HELD2  
 DM4729* NAVD 88 ORTHO HEIGHT -   237.053  (meters)     777.73  (feet) ADJUSTED  
 DM4729  ______________________________________________________________________
 DM4729  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DM4729  DYNAMIC HEIGHT  -        237.021 (meters)      777.63  (feet) COMP
 DM4729  MODELED GRAVITY -    980,478.7   (mgal)                       NAVD 88
 DM4729
 DM4729  VERT ORDER      -  SECOND    CLASS I
 DM4729
 DM4729.The horizontal coordinates were established by autonomous hand held GPS
 DM4729.observations and have an estimated accuracy of +/- 10 meters.
 DM4729.
 DM4729.The orthometric height was determined by differential leveling and
 DM4729.adjusted in March 2011.
 DM4729
 DM4729.The dynamic height is computed by dividing the NAVD 88
 DM4729.geopotential number by the normal gravity value computed on the
 DM4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4729.degrees latitude (g = 980.6199 gals.).
 DM4729
 DM4729.The modeled gravity was interpolated from observed gravity values.
 DM4729
 DM4729;                    North         East    Units  Estimated Accuracy
 DM4729;SPC MN S     -   264,653.      808,041.      MT  (+/- 10 meters HH2 GPS)
 DM4729
 DM4729                          SUPERSEDED SURVEY CONTROL
 DM4729
 DM4729.No superseded survey control is available for this station.
 DM4729
 DM4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2851525784(NAD 83)
 DM4729
 DM4729_MARKER: DH = HORIZONTAL CONTROL DISK
 DM4729_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4729_SP_SET: BRIDGE RAILING
 DM4729_STAMPING: 4013 M 2007
 DM4729_MARK LOGO: MNDT  
 DM4729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4729+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2007
 DM4729
 DM4729  HISTORY     - Date     Condition        Report By
 DM4729  HISTORY     - 1985     MONUMENTED       MNDT
 DM4729  HISTORY     - 20070410 GOOD             MNDT
 DM4729
 DM4729                          STATION DESCRIPTION
 DM4729
 DM4729'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM4729'THE STATION IS LOCATED ABOUT 11.4 KM (7.1 MI) WEST OF SAINT THOMAS,
 DM4729'5.2 KM (3.2 MI) SOUTH OF HENDERSON AND 2.6 KM (1.6 MI) NORTH-NORTHEAST
 DM4729'OF LE SUEUR, MINNESOTA.
 DM4729' 
 DM4729'THE MARK IS 1.4 MI (2.3 KM) NORTH-NORTHEAST LE SEUER, IN RAIL IN
 DM4729'NORTHWEST CORNER OF TRUNK HIGHWAY 169 BRIDGE NUMBER 40008 OVER
 DM4729'RAILROAD TRACK AND TRUNK HIGHWAY 112 AT THE JUNCTION OF TRUNK HIGHWAY
 DM4729'169 AND TRUNK HIGHWAY 112, AT TRUNK HIGHWAY 169 MILE POINT 78.85.
 DM4729' 
 DM4729'IT IS 22.0 FT (6.7 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 169 SOUTHBOUND
 DM4729'LANE, 10.0 FT (3.0 M) EAST-NORTHEAST OF WEST END OF BRIDGE RAIL.
 DM4729' 
 DM4729'THE DISK WAS SET INTO THE BRIDGE WHEN IT WAS BUILT IN 1985.  IT WAS
 DM4729'THEN STAMPED WHEN LEVELED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4730 ***********************************************************************
 DM4730  DESIGNATION -  4013 N
 DM4730  PID         -  DM4730
 DM4730  STATE/COUNTY-  MN/LE SUEUR
 DM4730  COUNTRY     -  US
 DM4730  USGS QUAD   -  LE SUEUR (1979)
 DM4730
 DM4730                         *CURRENT SURVEY CONTROL
 DM4730  ______________________________________________________________________
 DM4730* NAD 83(1986) POSITION- 44 28 54.3    (N) 093 53 53.8    (W)   HD_HELD2  
 DM4730* NAVD 88 ORTHO HEIGHT -   237.474  (meters)     779.11  (feet) ADJUSTED  
 DM4730  ______________________________________________________________________
 DM4730  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DM4730  DYNAMIC HEIGHT  -        237.442 (meters)      779.01  (feet) COMP
 DM4730  MODELED GRAVITY -    980,478.7   (mgal)                       NAVD 88
 DM4730
 DM4730  VERT ORDER      -  SECOND    CLASS I
 DM4730
 DM4730.The horizontal coordinates were established by autonomous hand held GPS
 DM4730.observations and have an estimated accuracy of +/- 10 meters.
 DM4730.
 DM4730.The orthometric height was determined by differential leveling and
 DM4730.adjusted in March 2011.
 DM4730
 DM4730.The dynamic height is computed by dividing the NAVD 88
 DM4730.geopotential number by the normal gravity value computed on the
 DM4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4730.degrees latitude (g = 980.6199 gals.).
 DM4730
 DM4730.The modeled gravity was interpolated from observed gravity values.
 DM4730
 DM4730;                    North         East    Units  Estimated Accuracy
 DM4730;SPC MN S     -   264,644.      808,092.      MT  (+/- 10 meters HH2 GPS)
 DM4730
 DM4730                          SUPERSEDED SURVEY CONTROL
 DM4730
 DM4730.No superseded survey control is available for this station.
 DM4730
 DM4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2856625774(NAD 83)
 DM4730
 DM4730_MARKER: DV = VERTICAL CONTROL DISK
 DM4730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4730_SP_SET: BRIDGE RAILING
 DM4730_STAMPING: 4013 N 2007
 DM4730_MARK LOGO: MNDT  
 DM4730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4730+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2007
 DM4730
 DM4730  HISTORY     - Date     Condition        Report By
 DM4730  HISTORY     - 1985     MONUMENTED       MNDT
 DM4730  HISTORY     - 20070409 GOOD             MNDT
 DM4730
 DM4730                          STATION DESCRIPTION
 DM4730
 DM4730'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM4730'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) WEST OF SAINT THOMAS,
 DM4730'5.2 KM (3.2 MI) SOUTH OF HENDERSON AND 2.6 KM (1.6 MI) NORTH-NORTHEAST
 DM4730'OF LE SUEUR.
 DM4730' 
 DM4730'THE MARK IS LOCATED IN SOUTHEAST CORNER OF TRUNK HIGHWAY 169 BRIDGE
 DM4730'NUMBER 40008 OVER TRUNK HIGHWAY 112 AND RAILROAD TRACK AT THE JUNCTION
 DM4730'OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 112, IN THE BRIDGE RAILING, AT
 DM4730'TRUNK HIGHWAY 169 MILE POINT 78.85.
 DM4730' 
 DM4730'THE MARK IS FOUND 32.0 FT (9.8 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 169
 DM4730'NORTHBOUND AND 31.2 FT (9.5 M) WEST-SOUTHWEST OF WEST END OF THE
 DM4730'BRIDGE RAILING.
 DM4730' 
 DM4730'THE DISK WAS SET INTO THE BRIDGE WHEN IT WAS BUILT IN 1985.  IT WAS
 DM4730'THEN STAMPED WHEN LEVELED IN 2007.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1696 ***********************************************************************
 RN1696  DESIGNATION -  408 RESET
 RN1696  PID         -  RN1696
 RN1696  STATE/COUNTY-  MN/ST LOUIS
 RN1696  COUNTRY     -  US
 RN1696  USGS QUAD   -  DULUTH (1993)
 RN1696
 RN1696                         *CURRENT SURVEY CONTROL
 RN1696  ______________________________________________________________________
 RN1696* NAD 83(2007) POSITION- 46 46 43.49719(N) 092 05 58.67634(W)   ADJUSTED  
 RN1696* NAD 83(2007) ELLIP HT-   156.475 (meters)        (02/10/07)   ADJUSTED
 RN1696* NAD 83(2007) EPOCH   -  2002.00
 RN1696* NAVD 88 ORTHO HEIGHT -   184.6    (meters)     606.    (feet) VERTCON   
 RN1696  ______________________________________________________________________
 RN1696  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 RN1696  NAD 83(2007) X  -   -160,315.681 (meters)                     COMP
 RN1696  NAD 83(2007) Y  - -4,372,813.172 (meters)                     COMP
 RN1696  NAD 83(2007) Z  -  4,625,069.585 (meters)                     COMP
 RN1696  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 RN1696
 RN1696  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1696  Type                                         Horiz  Ellip  Dist(km)
 RN1696  -------------------------------------------------------------------
 RN1696  NETWORK                                       1.76   2.20
 RN1696  -------------------------------------------------------------------
 RN1696  MEDIAN LOCAL ACCURACY AND DIST (004 points)   1.84   2.04      4.77
 RN1696  -------------------------------------------------------------------
 RN1696  NOTE: Click here for information on individual local accuracy
 RN1696  values and other accuracy information.
 RN1696
 RN1696
 RN1696.The horizontal coordinates were established by GPS observations
 RN1696.and adjusted by the National Geodetic Survey in February 2007.
 RN1696
 RN1696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1696.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1696
 RN1696.The horizontal coordinates are valid at the epoch date displayed above
 RN1696.which is a decimal equivalence of Year/Month/Day.
 RN1696
 RN1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1696
 RN1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1696
 RN1696.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1696
 RN1696.The ellipsoidal height was determined by GPS observations
 RN1696.and is referenced to NAD 83.
 RN1696
 RN1696. The following values were computed from the NAD 83(2007) position.
 RN1696
 RN1696;                    North         East     Units Scale Factor Converg.
 RN1696;SPC MN N     -   131,484.899   876,400.779   MT  1.00007122   +0 44 29.4
 RN1696;SPC MN N     -   431,380.04  2,875,324.89   sFT  1.00007122   +0 44 29.4
 RN1696;SPC WI N     -   181,300.625   439,670.676   MT  1.00000223   -1 30 52.6
 RN1696;SPC WI N     -   594,817.13  1,442,486.21   sFT  1.00000223   -1 30 52.6
 RN1696;UTM  15      - 5,180,971.347   568,732.856   MT  0.99965806   +0 39 22.1
 RN1696
 RN1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1696!SPC MN N     -   0.99997547  x   1.00007122  =   1.00004669
 RN1696!SPC WI N     -   0.99997547  x   1.00000223  =   0.99997770
 RN1696!UTM  15      -   0.99997547  x   0.99965806  =   0.99963354
 RN1696
 RN1696                          SUPERSEDED SURVEY CONTROL
 RN1696
 RN1696  NAD 83(1996)-  46 46 43.49695(N)    092 05 58.67671(W) AD(       ) 2
 RN1696  ELLIP H (03/16/99)  156.516  (m)                       GP(       ) 4 1
 RN1696  NAD 83(1991)-  46 46 43.49731(N)    092 05 58.67625(W) AD(       ) 2
 RN1696  ELLIP H (11/21/91)  156.441  (m)                       GP(       ) 4 1
 RN1696  NAD 83(1986)-  46 46 43.49379(N)    092 05 58.67678(W) AD(       ) 2
 RN1696  NGVD 29 (05/23/89)  184.6    (m)  RAPSU86 model used   GPS OBS        
 RN1696
 RN1696.Superseded values are not recommended for survey control.
 RN1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1696.See file dsdata.txt to determine how the superseded data were derived.
 RN1696
 RN1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6873280971(NAD 83)
 RN1696
 RN1696_MARKER: A = ALUMINUM MARKER
 RN1696_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RN1696_SP_SET: DRIVEN INTO GROUND
 RN1696_STAMPING: 408 RESET
 RN1696_MARK LOGO: USE   
 RN1696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1696+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1696
 RN1696  HISTORY     - Date     Condition        Report By
 RN1696  HISTORY     - 1988     MONUMENTED       USE
 RN1696  HISTORY     - 19961005 GOOD             USPSQD
 RN1696  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 RN1696
 RN1696                          STATION DESCRIPTION
 RN1696
 RN1696'DESCRIBED BY US ENGINEERS 1988
 RN1696'THE STATION IS SITUATED AT THE NORTHERN END OF DULUTH HARBOR.  TO
 RN1696'REACH THE STATION FROM THE INTERSECTION OF SUPERIOR STREET AND 5TH
 RN1696'AVENUE WEST PROCEED IN A SOUTHEASTERLY DIRECTION ALONG 5TH AVENUE
 RN1696'WEST OVER I-35 TO THE HARBORS EDGE AT THE CORNER WHERE 5TH AVENUE WEST
 RN1696'MEETS HARBOR DRIVE.
 RN1696'THE STATION IS APPROXIMATELY 5.0 M (16.4 FT) NORTHWEST OF A WOODEN
 RN1696'WALKWAY WHICH RUNS ALONG THE HARBORS EDGE, AND APPROXIMATELY 0.8 M
 RN1696'(2.6 FT) SOUTHWEST OF A MONUMENT COMPRISING AN ANCHOR AND CAPSTAN.
 RN1696'THE MONUMENT IS A BERNTSEN 3-D TOP SECURITY MONUMENT DRIVEN TO THE
 RN1696'POINT OF REFUSAL.  IT IS SURMOUNTED BY A DURALUMINUM CAP AND
 RN1696'SURROUNDED BY A PVC SLEEVE FILLED WITH SAND.  THE MONUMENT IS
 RN1696'PROTECTED BY AN ACCESS COVER SET FLUSH WITH THE GROUND.
 RN1696'THE CAP IS STAMPED 408 RESET 1988.
 RN1696
 RN1696                          STATION RECOVERY (1996)
 RN1696
 RN1696'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN1696'RECOVERED IN GOOD CONDITION.
 RN1696
 RN1696                          STATION RECOVERY (2004)
 RN1696
 RN1696'RECOVERY NOTE BY US POWER SQUADRON 2004 (KD)
 RN1696'AREA BURIED IN SNOW - 2/24/2004
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5931 ***********************************************************************
 DF5931  DESIGNATION -  41
 DF5931  PID         -  DF5931
 DF5931  STATE/COUNTY-  MN/PINE
 DF5931  COUNTRY     -  US
 DF5931  USGS QUAD   -  OX CREEK (1983)
 DF5931
 DF5931                         *CURRENT SURVEY CONTROL
 DF5931  ______________________________________________________________________
 DF5931* NAD 83(2007) POSITION- 46 07 40.86910(N) 092 25 31.19603(W)   ADJUSTED  
 DF5931* NAD 83(2007) ELLIP HT-   297.843 (meters)        (02/10/07)   ADJUSTED
 DF5931* NAD 83(2007) EPOCH   -  2002.00
 DF5931* NAVD 88 ORTHO HEIGHT -   324.3    (meters)    1064.    (feet) GPS OBS   
 DF5931  ______________________________________________________________________
 DF5931  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5931  GEOID HEIGHT    -        -26.39  (meters)                     GEOID99
 DF5931  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DF5931  NAD 83(2007) X  -   -187,393.243 (meters)                     COMP
 DF5931  NAD 83(2007) Y  - -4,424,312.755 (meters)                     COMP
 DF5931  NAD 83(2007) Z  -  4,575,335.563 (meters)                     COMP
 DF5931  LAPLACE CORR    -          3.10  (seconds)                    DEFLEC09
 DF5931
 DF5931  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5931  Type                                         Horiz  Ellip  Dist(km)
 DF5931  -------------------------------------------------------------------
 DF5931  NETWORK                                       0.83   0.61
 DF5931  -------------------------------------------------------------------
 DF5931  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.10   0.64      9.24
 DF5931  -------------------------------------------------------------------
 DF5931  NOTE: Click here for information on individual local accuracy
 DF5931  values and other accuracy information.
 DF5931
 DF5931
 DF5931.The horizontal coordinates were established by GPS observations
 DF5931.and adjusted by the National Geodetic Survey in February 2007.
 DF5931
 DF5931.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5931.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5931
 DF5931.The horizontal coordinates are valid at the epoch date displayed above
 DF5931.which is a decimal equivalence of Year/Month/Day.
 DF5931
 DF5931.The orthometric height was determined by GPS observations and a
 DF5931.high-resolution geoid model.
 DF5931
 DF5931.Photographs are available for this station.
 DF5931
 DF5931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5931
 DF5931.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5931
 DF5931.The ellipsoidal height was determined by GPS observations
 DF5931.and is referenced to NAD 83.
 DF5931
 DF5931. The following values were computed from the NAD 83(2007) position.
 DF5931
 DF5931;                    North         East     Units Scale Factor Converg.
 DF5931;SPC MN C     -   226,998.841   940,995.901   MT  0.99992851   +1 19 11.8
 DF5931;SPC MN C     -   744,745.36  3,087,250.72   sFT  0.99992851   +1 19 11.8
 DF5931;UTM  15      - 5,108,431.963   544,395.092   MT  0.99962423   +0 24 51.4
 DF5931
 DF5931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5931!SPC MN C     -   0.99995331  x   0.99992851  =   0.99988182
 DF5931!UTM  15      -   0.99995331  x   0.99962423  =   0.99957756
 DF5931
 DF5931                          SUPERSEDED SURVEY CONTROL
 DF5931
 DF5931  NAD 83(1996)-  46 07 40.86910(N)    092 25 31.19607(W) AD(       ) 1
 DF5931  ELLIP H (05/27/03)  297.882  (m)                       GP(       ) 3 1
 DF5931
 DF5931.Superseded values are not recommended for survey control.
 DF5931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5931.See file dsdata.txt to determine how the superseded data were derived.
 DF5931
 DF5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM4439508431(NAD 83)
 DF5931
 DF5931_MARKER: DB = BENCH MARK DISK
 DF5931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5931_STAMPING: NO 41
 DF5931_MARK LOGO: MN-115
 DF5931_PROJECTION: FLUSH
 DF5931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5931+STABILITY: SURFACE MOTION
 DF5931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5931+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF5931
 DF5931  HISTORY     - Date     Condition        Report By
 DF5931  HISTORY     - 1999     MONUMENTED       MN-115
 DF5931  HISTORY     - 20070911 GOOD             MNDT
 DF5931
 DF5931                          STATION DESCRIPTION
 DF5931
 DF5931'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5931'17 MI (27.4 KM) EAST OF SANDSTONE ON TH 123 AND CO RD 30 THEN 4 MI
 DF5931'(6.4 KM) EAST OF DUXBURY ON CO RD 141, 39 FT (11.9 M) NORTH OF CO RD
 DF5931'141, 18 FT (5.5 M) EAST OF TWP ROAD, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5931
 DF5931                          STATION RECOVERY (2007)
 DF5931
 DF5931'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5931'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8699 ***********************************************************************
 DF8699  HT_MOD      -  This is a Height Modernization Survey Station.
 DF8699  DESIGNATION -  41
 DF8699  PID         -  DF8699
 DF8699  STATE/COUNTY-  MN/KANABEC
 DF8699  COUNTRY     -  US
 DF8699  USGS QUAD   -  KROSCHEL NW (1968)
 DF8699
 DF8699                         *CURRENT SURVEY CONTROL
 DF8699  ______________________________________________________________________
 DF8699* NAD 83(2007) POSITION- 46 08 41.56229(N) 093 13 17.41258(W)   ADJUSTED  
 DF8699* NAD 83(2007) ELLIP HT-   348.932 (meters)        (02/10/07)   ADJUSTED
 DF8699* NAD 83(2007) EPOCH   -  2002.00
 DF8699* NAVD 88 ORTHO HEIGHT -   376.50   (meters)    1235.2   (feet) GPS OBS   
 DF8699  ______________________________________________________________________
 DF8699  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DF8699  NAD 83(2007) X  -   -248,778.640 (meters)                     COMP
 DF8699  NAD 83(2007) Y  - -4,419,968.007 (meters)                     COMP
 DF8699  NAD 83(2007) Z  -  4,576,671.018 (meters)                     COMP
 DF8699  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC09
 DF8699
 DF8699  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8699  Type                                         Horiz  Ellip  Dist(km)
 DF8699  -------------------------------------------------------------------
 DF8699  NETWORK                                       0.57   0.65
 DF8699  -------------------------------------------------------------------
 DF8699  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.58   0.65     10.19
 DF8699  -------------------------------------------------------------------
 DF8699  NOTE: Click here for information on individual local accuracy
 DF8699  values and other accuracy information.
 DF8699
 DF8699
 DF8699.The horizontal coordinates were established by GPS observations
 DF8699.and adjusted by the National Geodetic Survey in February 2007.
 DF8699
 DF8699.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8699.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8699
 DF8699.The horizontal coordinates are valid at the epoch date displayed above
 DF8699.which is a decimal equivalence of Year/Month/Day.
 DF8699
 DF8699.The orthometric height was determined by GPS observations and a
 DF8699.high-resolution geoid model using precise GPS observation and
 DF8699.processing techniques.
 DF8699
 DF8699.Photographs are available for this station.
 DF8699
 DF8699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8699
 DF8699.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8699
 DF8699.The ellipsoidal height was determined by GPS observations
 DF8699.and is referenced to NAD 83.
 DF8699
 DF8699. The following values were computed from the NAD 83(2007) position.
 DF8699
 DF8699;                    North         East     Units Scale Factor Converg.
 DF8699;SPC MN C     -   227,764.395   879,454.545   MT  0.99992750   +0 44 38.4
 DF8699;SPC MN C     -   747,257.02  2,885,343.79   sFT  0.99992750   +0 44 38.4
 DF8699;UTM  15      - 5,110,168.527   482,893.294   MT  0.99960360   -0 09 35.0
 DF8699
 DF8699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8699!SPC MN C     -   0.99994530  x   0.99992750  =   0.99987281
 DF8699!UTM  15      -   0.99994530  x   0.99960360  =   0.99954892
 DF8699
 DF8699                          SUPERSEDED SURVEY CONTROL
 DF8699
 DF8699  NAD 83(1996)-  46 08 41.56221(N)    093 13 17.41214(W) AD(       ) 1
 DF8699  ELLIP H (10/22/03)  348.966  (m)                       GP(       ) 3 2
 DF8699  NAVD 88 (10/22/03)  376.5    (m)  GEOID99 model used   GPS OBS        
 DF8699
 DF8699.Superseded values are not recommended for survey control.
 DF8699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8699.See file dsdata.txt to determine how the superseded data were derived.
 DF8699
 DF8699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM8289310168(NAD 83)
 DF8699
 DF8699_MARKER: DD = SURVEY DISK
 DF8699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8699_STAMPING: 41
 DF8699_MARK LOGO: MN-065
 DF8699_PROJECTION: FLUSH
 DF8699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF8699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8699+STABILITY: SURFACE MOTION
 DF8699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8699+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DF8699
 DF8699  HISTORY     - Date     Condition        Report By
 DF8699  HISTORY     - 20011102 MONUMENTED       MN-065
 DF8699  HISTORY     - 20100412 GOOD             MNDT
 DF8699
 DF8699                          STATION DESCRIPTION
 DF8699
 DF8699'DESCRIBED BY KANABEC COUNTY MINNESOTA 2001 (MPP)
 DF8699'3 MI (4.8 KM) NE OF WOODLAND, 1 MI (1.6 KM) EAST OF TH 65 MP 81.8 ON
 DF8699'CO RD 82, THEN 2 MI (3.2 KM) EAST ON 360TH AVE, THEN 2.1 MI (3.4 KM)
 DF8699'NORTH ON OLYMPIC ST, 30 FT (9.1 M) WEST OF THE CENTERLINE OF OLYMPIC
 DF8699'STREET, 23 FT (7.0 M) SOUTH OF THE CENTER OF DRIVEWAY, 3 FT (0.9 M)
 DF8699'EAST OF FENCE LINE, 2 FT (0.6 M) EAST OF WIT POST, FLUSH, MAGNETIC.
 DF8699
 DF8699                          STATION RECOVERY (2010)
 DF8699
 DF8699'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF8699'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF8699'THE MARK 3.0 MILES NORTHEAST OF WOODLAND, 1.0 MILE EAST ALONG COUNTY
 DF8699'ROAD 82 FROM JUNCTION OF COUNTY ROAD 82 AND TRUNK HIGHWAYS 27 AND 65
 DF8699'IN WOODLAND, AT TRUNK HIGHWAY 65 MILEPOINT 81.80, THEN 2.0 MILES EAST
 DF8699'ON 360TH AVENUE, THEN 2.1 MILES NORTH ON OLYMPIC STREET, 30 FEET WEST
 DF8699'OF THE CENTERLINE OF OLYMPIC STREET, 23 FEET SOUTH OF THE CENTERLINE
 DF8699'OF DRIVEWAY NUMBER 3807, 3.0 FEET EAST OF FENCE LINE, 2.0 FEET EAST OF
 DF8699'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5409 ***********************************************************************
 DG5409  DESIGNATION -  41 DRL
 DG5409  PID         -  DG5409
 DG5409  STATE/COUNTY-  MN/TODD
 DG5409  COUNTRY     -  US
 DG5409  USGS QUAD   -  ROUND PRAIRIE (1966)
 DG5409
 DG5409                         *CURRENT SURVEY CONTROL
 DG5409  ______________________________________________________________________
 DG5409* NAD 83(2007) POSITION- 45 55 06.64361(N) 094 59 40.84820(W)   ADJUSTED  
 DG5409* NAD 83(2007) ELLIP HT-   386.815 (meters)        (02/10/07)   ADJUSTED
 DG5409* NAD 83(2007) EPOCH   -  2002.00
 DG5409* NAVD 88 ORTHO HEIGHT -   413.3    (meters)    1356.    (feet) GPS OBS   
 DG5409  ______________________________________________________________________
 DG5409  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5409  GEOID HEIGHT    -        -26.50  (meters)                     GEOID99
 DG5409  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DG5409  NAD 83(2007) X  -   -387,004.839 (meters)                     COMP
 DG5409  NAD 83(2007) Y  - -4,428,221.097 (meters)                     COMP
 DG5409  NAD 83(2007) Z  -  4,559,228.965 (meters)                     COMP
 DG5409  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC09
 DG5409
 DG5409  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5409  Type                                         Horiz  Ellip  Dist(km)
 DG5409  -------------------------------------------------------------------
 DG5409  NETWORK                                       0.78   0.90
 DG5409  -------------------------------------------------------------------
 DG5409  MEDIAN LOCAL ACCURACY AND DIST (015 points)   0.87   1.02     11.40
 DG5409  -------------------------------------------------------------------
 DG5409  NOTE: Click here for information on individual local accuracy
 DG5409  values and other accuracy information.
 DG5409
 DG5409
 DG5409.The horizontal coordinates were established by GPS observations
 DG5409.and adjusted by the National Geodetic Survey in February 2007.
 DG5409
 DG5409.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5409.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5409
 DG5409.The horizontal coordinates are valid at the epoch date displayed above
 DG5409.which is a decimal equivalence of Year/Month/Day.
 DG5409
 DG5409.The orthometric height was determined by GPS observations and a
 DG5409.high-resolution geoid model.
 DG5409
 DG5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5409
 DG5409.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5409
 DG5409.The ellipsoidal height was determined by GPS observations
 DG5409.and is referenced to NAD 83.
 DG5409
 DG5409. The following values were computed from the NAD 83(2007) position.
 DG5409
 DG5409;                    North         East     Units Scale Factor Converg.
 DG5409;SPC MN C     -   202,360.620   742,233.842   MT  0.99994828   -0 32 19.3
 DG5409;SPC MN C     -   663,911.47  2,435,145.53   sFT  0.99994828   -0 32 19.3
 DG5409;UTM  15      - 5,086,928.216   345,321.689   MT  0.99989413   -1 25 59.4
 DG5409
 DG5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5409!SPC MN C     -   0.99993936  x   0.99994828  =   0.99988765
 DG5409!UTM  15      -   0.99993936  x   0.99989413  =   0.99983350
 DG5409
 DG5409                          SUPERSEDED SURVEY CONTROL
 DG5409
 DG5409  NAD 83(1996)-  45 55 06.64331(N)    094 59 40.84782(W) AD(       ) 1
 DG5409  ELLIP H (05/07/04)  386.849  (m)                       GP(       ) 4 1
 DG5409
 DG5409.Superseded values are not recommended for survey control.
 DG5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5409.See file dsdata.txt to determine how the superseded data were derived.
 DG5409
 DG5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4532186928(NAD 83)
 DG5409
 DG5409_MARKER: S = SPIKE
 DG5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5409_STAMPING: 41 DRL
 DG5409_MARK LOGO: USGS  
 DG5409_PROJECTION: FLUSH
 DG5409_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5409+STABILITY: SURFACE MOTION
 DG5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5409+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5409
 DG5409  HISTORY     - Date     Condition        Report By
 DG5409  HISTORY     - 1965     MONUMENTED       USGS
 DG5409  HISTORY     - 2003     GOOD             MNDT
 DG5409
 DG5409                          STATION DESCRIPTION
 DG5409
 DG5409'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5409'7.5 MI SW OF LONG PRAIRIE, 4.0 MI SOUTH ALONG TH 71 FROM JCT OF TH 27
 DG5409'IN LONG PRAIRIE, THEN 4.15 MI 200TH ST THEN 1.15 MI WEST ON CO RD 93
 DG5409'TO TH 71 MP 181.60, 35.0 FT SOUTH  OF CO RD 93, 33.0 FT EAST OF 181ST
 DG5409'AVE, 5 FT SOUTH OFP-POLE, FLUSH, MAGNETIC, SUITABLE FOR  GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ0525 ***********************************************************************
 OQ0525  DESIGNATION -  41 SEM
 OQ0525  PID         -  OQ0525
 OQ0525  STATE/COUNTY-  MN/ROCK
 OQ0525  COUNTRY     -  US
 OQ0525  USGS QUAD   -  ASH CREEK (1967)
 OQ0525
 OQ0525                         *CURRENT SURVEY CONTROL
 OQ0525  ______________________________________________________________________
 OQ0525* NAD 83(1986) POSITION- 43 37 19.     (N) 096 12 53.     (W)   SCALED    
 OQ0525* NAVD 88 ORTHO HEIGHT -   435.136  (meters)    1427.61  (feet) ADJUSTED  
 OQ0525  ______________________________________________________________________
 OQ0525  GEOID HEIGHT    -        -26.48  (meters)                     GEOID09
 OQ0525  DYNAMIC HEIGHT  -        435.027 (meters)     1427.25  (feet) COMP
 OQ0525  MODELED GRAVITY -    980,357.1   (mgal)                       NAVD 88
 OQ0525
 OQ0525  VERT ORDER      -  SECOND    CLASS I
 OQ0525
 OQ0525.The horizontal coordinates were scaled from a topographic map and have
 OQ0525.an estimated accuracy of +/- 6 seconds.
 OQ0525.
 OQ0525.The orthometric height was determined by differential leveling and
 OQ0525.adjusted in June 1991.
 OQ0525
 OQ0525.The dynamic height is computed by dividing the NAVD 88
 OQ0525.geopotential number by the normal gravity value computed on the
 OQ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0525.degrees latitude (g = 980.6199 gals.).
 OQ0525
 OQ0525.The modeled gravity was interpolated from observed gravity values.
 OQ0525
 OQ0525;                    North         East    Units  Estimated Accuracy
 OQ0525;SPC MN S     -   171,530.      621,260.      MT  (+/- 180 meters Scaled)
 OQ0525
 OQ0525                          SUPERSEDED SURVEY CONTROL
 OQ0525
 OQ0525  NGVD 29 (??/??/92)  434.887  (m)         1426.79   (f) ADJ UNCH    2 1
 OQ0525
 OQ0525.Superseded values are not recommended for survey control.
 OQ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0525.See file dsdata.txt to determine how the superseded data were derived.
 OQ0525
 OQ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP247336(NAD 83)
 OQ0525
 OQ0525_MARKER: DD = SURVEY DISK
 OQ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0525_SP_SET: CONCRETE POST
 OQ0525_STAMPING: 41 SEM 1966
 OQ0525_PROJECTION: FLUSH
 OQ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0525+STABILITY: SURFACE MOTION
 OQ0525
 OQ0525  HISTORY     - Date     Condition        Report By
 OQ0525  HISTORY     - 1966     MONUMENTED       USGS
 OQ0525  HISTORY     - 1978     GOOD             MNDT
 OQ0525
 OQ0525                          STATION DESCRIPTION
 OQ0525
 OQ0525'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0525'2.0 MI SOUTH FROM LUVERNE.
 OQ0525'THE MARK IS LOCATED 2.25 MILES SOUTH ON TRUNK HIGHWAY 75 FROM ITS
 OQ0525'INTERSECTION WITH TRUNK HIGHWAY 17 IN LUVERNE, THENCE 500 FT. WEST.
 OQ0525'THE MARK IS 91.6 FT. SOUTH OF THE SOUTHWEST CORNER OF A ONE STORY
 OQ0525'FRAME BUILDING OFFICE, 49.5 FT. EAST OF THE SOUTHEAST CORNER OF A
 OQ0525'BLACKTOP TAXI WAY, 36.4 FT. SOUTHEAST OF A LIGHT POLE, 3.8 FT. WEST
 OQ0525'OF A FENCE, 29.3 FT. SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OQ0525'ELECTRIC METER BOX AND 0.9 FT. WEST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1240 ***********************************************************************
 OP1240  DESIGNATION -  41 WL
 OP1240  PID         -  OP1240
 OP1240  STATE/COUNTY-  MN/FARIBAULT
 OP1240  COUNTRY     -  US
 OP1240  USGS QUAD   -  HUNTLEY (1967)
 OP1240
 OP1240                         *CURRENT SURVEY CONTROL
 OP1240  ______________________________________________________________________
 OP1240* NAD 83(1986) POSITION- 43 43 52.     (N) 094 08 50.     (W)   SCALED    
 OP1240* NAVD 88 ORTHO HEIGHT -   330.951  (meters)    1085.80  (feet) ADJUSTED  
 OP1240  ______________________________________________________________________
 OP1240  GEOID HEIGHT    -        -28.33  (meters)                     GEOID09
 OP1240  DYNAMIC HEIGHT  -        330.884 (meters)     1085.58  (feet) COMP
 OP1240  MODELED GRAVITY -    980,408.9   (mgal)                       NAVD 88
 OP1240
 OP1240  VERT ORDER      -  SECOND    CLASS I
 OP1240
 OP1240.The horizontal coordinates were scaled from a topographic map and have
 OP1240.an estimated accuracy of +/- 6 seconds.
 OP1240.
 OP1240.The orthometric height was determined by differential leveling and
 OP1240.adjusted in June 1991.
 OP1240
 OP1240.The dynamic height is computed by dividing the NAVD 88
 OP1240.geopotential number by the normal gravity value computed on the
 OP1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1240.degrees latitude (g = 980.6199 gals.).
 OP1240
 OP1240.The modeled gravity was interpolated from observed gravity values.
 OP1240
 OP1240;                    North         East    Units  Estimated Accuracy
 OP1240;SPC MN S     -   181,250.      788,140.      MT  (+/- 180 meters Scaled)
 OP1240
 OP1240                          SUPERSEDED SURVEY CONTROL
 OP1240
 OP1240.No superseded survey control is available for this station.
 OP1240
 OP1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ076426(NAD 83)
 OP1240
 OP1240_MARKER: DB = BENCH MARK DISK
 OP1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1240_SP_SET: CONCRETE POST
 OP1240_STAMPING: 41 WL 1965
 OP1240_MARK LOGO: USGS  
 OP1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1240+STABILITY: SURFACE MOTION
 OP1240
 OP1240  HISTORY     - Date     Condition        Report By
 OP1240  HISTORY     - 1965     MONUMENTED       USGS
 OP1240  HISTORY     - 1980     GOOD             MNDT
 OP1240
 OP1240                          STATION DESCRIPTION
 OP1240
 OP1240'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1240'2.7 MI SSE FROM WINNEBAGO.
 OP1240'THE MARK IS LOCATED ABOUT 2.4 MILES SOUTH ALONG TRUNK HIGHWAY 169
 OP1240'FROM ITS JUNCTION WITH TRUNK HIGHWAY 109 IN WINNEBAGO AND IS NEAR
 OP1240'HIGHWAY 169 MILE POINT 17.2 IN THE NW 1/4 OF SECTION 13, T103N, R28W.
 OP1240'THE MARK IS 49 FEET NORTHEAST OF AND 2 FEET LOWER THAN THE CENTERLINE
 OP1240'OF HIGHWAY 169, 47 FEET SOUTH OF A TOWNSHIP ROAD, 45 FEET SOUTHEAST
 OP1240'OF THE SOUTHEAST END OF AN 18 INCH METAL CULVERT UNDER THE TOWNSHIP
 OP1240'ROAD, 3.3 FEET SOUTH OF A STEEL GATE POST, 1 FOOT WEST OF A FENCE
 OP1240'LINE AND 1 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A
 OP1240'STANDARD USGS SURVEY DISK STAMPED---41 WL 1965---, IS SET IN THE TOP
 OP1240'OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE SURFACE OF THE
 OP1240'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6784 ***********************************************************************
 DL6784  DESIGNATION -  4101 D
 DL6784  PID         -  DL6784
 DL6784  STATE/COUNTY-  MN/LINCOLN
 DL6784  COUNTRY     -  US
 DL6784  USGS QUAD   -  LAKE BENTON (1967)
 DL6784
 DL6784                         *CURRENT SURVEY CONTROL
 DL6784  ______________________________________________________________________
 DL6784* NAD 83(1986) POSITION- 44 15 55.     (N) 096 18 09.     (W)   SCALED    
 DL6784* NAVD 88 ORTHO HEIGHT -   546.157  (meters)    1791.85  (feet) ADJUSTED  
 DL6784  ______________________________________________________________________
 DL6784  GEOID HEIGHT    -        -25.85  (meters)                     GEOID09
 DL6784  DYNAMIC HEIGHT  -        546.049 (meters)     1791.50  (feet) COMP
 DL6784  MODELED GRAVITY -    980,403.0   (mgal)                       NAVD 88
 DL6784
 DL6784  VERT ORDER      -  SECOND    CLASS I
 DL6784
 DL6784.The horizontal coordinates were scaled from a topographic map and have
 DL6784.an estimated accuracy of +/- 6 seconds.
 DL6784.
 DL6784.The orthometric height was determined by differential leveling and
 DL6784.adjusted in February 2011.
 DL6784
 DL6784.The dynamic height is computed by dividing the NAVD 88
 DL6784.geopotential number by the normal gravity value computed on the
 DL6784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6784.degrees latitude (g = 980.6199 gals.).
 DL6784
 DL6784.The modeled gravity was interpolated from observed gravity values.
 DL6784
 DL6784;                    North         East    Units  Estimated Accuracy
 DL6784;SPC MN S     -   243,180.      616,190.      MT  (+/- 180 meters Scaled)
 DL6784
 DL6784                          SUPERSEDED SURVEY CONTROL
 DL6784
 DL6784.No superseded survey control is available for this station.
 DL6784
 DL6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ153048(NAD 83)
 DL6784
 DL6784_MARKER: Z = SEE DESCRIPTION
 DL6784_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL6784_SP_SET: BOX CULVERT
 DL6784_STAMPING: 4101 D
 DL6784_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6784+STABILITY: SURFACE MOTION
 DL6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6784+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DL6784
 DL6784  HISTORY     - Date     Condition        Report By
 DL6784  HISTORY     - 1953     MONUMENTED       MNHD
 DL6784  HISTORY     - 20061011 GOOD             MNDT
 DL6784
 DL6784                          STATION DESCRIPTION
 DL6784
 DL6784'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6784'THE MARK IS IN SOUTHEAST CORNER OF TRUNK HIGHWAY 14 BOX CULVERT, 0.7
 DL6784'MILE (1.1 KM) NORTH ALONG TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK
 DL6784'HIGHWAY 14 AND TRUNK HIGHWAY 75 IN LAKE BENTON, AT TRUNK HIGHWAY 14
 DL6784'MILEPOINT 7.5, AT TRUNK HIGHWAY 14 STATION 421+21, 23.0 FEET (7.0 M)
 DL6784'SOUTH OF TRUNK HIGHWAY 14, MARK IS A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6783 ***********************************************************************
 DL6783  DESIGNATION -  4101 E
 DL6783  PID         -  DL6783
 DL6783  STATE/COUNTY-  MN/LINCOLN
 DL6783  COUNTRY     -  US
 DL6783  USGS QUAD   -  LAKE BENTON (1967)
 DL6783
 DL6783                         *CURRENT SURVEY CONTROL
 DL6783  ______________________________________________________________________
 DL6783* NAD 83(1986) POSITION- 44 15 56.     (N) 096 17 21.     (W)   SCALED    
 DL6783* NAVD 88 ORTHO HEIGHT -   533.852  (meters)    1751.48  (feet) ADJUSTED  
 DL6783  ______________________________________________________________________
 DL6783  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 DL6783  DYNAMIC HEIGHT  -        533.746 (meters)     1751.13  (feet) COMP
 DL6783  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 DL6783
 DL6783  VERT ORDER      -  SECOND    CLASS I
 DL6783
 DL6783.The horizontal coordinates were scaled from a topographic map and have
 DL6783.an estimated accuracy of +/- 6 seconds.
 DL6783.
 DL6783.The orthometric height was determined by differential leveling and
 DL6783.adjusted in February 2011.
 DL6783
 DL6783.The dynamic height is computed by dividing the NAVD 88
 DL6783.geopotential number by the normal gravity value computed on the
 DL6783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6783.degrees latitude (g = 980.6199 gals.).
 DL6783
 DL6783.The modeled gravity was interpolated from observed gravity values.
 DL6783
 DL6783;                    North         East    Units  Estimated Accuracy
 DL6783;SPC MN S     -   243,180.      617,250.      MT  (+/- 180 meters Scaled)
 DL6783
 DL6783                          SUPERSEDED SURVEY CONTROL
 DL6783
 DL6783.No superseded survey control is available for this station.
 DL6783
 DL6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ163049(NAD 83)
 DL6783
 DL6783_MARKER: Z = SEE DESCRIPTION
 DL6783_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL6783_SP_SET: BOX CULVERT
 DL6783_STAMPING: 4101 E
 DL6783_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6783+STABILITY: SURFACE MOTION
 DL6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6783+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DL6783
 DL6783  HISTORY     - Date     Condition        Report By
 DL6783  HISTORY     - 1953     MONUMENTED       MNHD
 DL6783  HISTORY     - 20061011 GOOD             MNDT
 DL6783
 DL6783                          STATION DESCRIPTION
 DL6783
 DL6783'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6783'THE MARK IS 0.1 MILE (0.2 KM) WEST ALONG TRUNK HIGHWAY 14 FROM
 DL6783'JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 75 IN LAKE BENTON, AT
 DL6783'TRUNK HIGHWAY 14 MILEPOINT 8.3, IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DL6783'14 BOX CULVERT (BRIDGE 1827), AT TRUNK HIGHWAY 14 STATION 456+00, 23.5
 DL6783'FEET (7.2 M) SOUTH OF TRUNK HIGHWAY 14, MARK IS A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0126 ***********************************************************************
 PR0126  DESIGNATION -  4101 J
 PR0126  PID         -  PR0126
 PR0126  STATE/COUNTY-  MN/LINCOLN
 PR0126  COUNTRY     -  US
 PR0126  USGS QUAD   -  LAKE BENTON SW (1967)
 PR0126
 PR0126                         *CURRENT SURVEY CONTROL
 PR0126  ______________________________________________________________________
 PR0126* NAD 83(1996) POSITION- 44 16 11.39881(N) 096 27 08.84681(W)   ADJUSTED  
 PR0126* NAVD 88 ORTHO HEIGHT -   540.006  (meters)    1771.67  (feet) ADJUSTED  
 PR0126  ______________________________________________________________________
 PR0126  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC09
 PR0126  GEOID HEIGHT    -        -25.71  (meters)                     GEOID09
 PR0126  DYNAMIC HEIGHT  -        539.897 (meters)     1771.31  (feet) COMP
 PR0126  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 PR0126
 PR0126  HORZ ORDER      -  SECOND
 PR0126  VERT ORDER      -  FIRST     CLASS II
 PR0126
 PR0126.The horizontal coordinates were established by classical geodetic methods
 PR0126.and adjusted by the National Geodetic Survey in March 1999.
 PR0126.
 PR0126.The orthometric height was determined by differential leveling and
 PR0126.adjusted in October 1997.
 PR0126
 PR0126.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0126
 PR0126.The dynamic height is computed by dividing the NAVD 88
 PR0126.geopotential number by the normal gravity value computed on the
 PR0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0126.degrees latitude (g = 980.6199 gals.).
 PR0126
 PR0126.The modeled gravity was interpolated from observed gravity values.
 PR0126
 PR0126. The following values were computed from the NAD 83(1996) position.
 PR0126
 PR0126;                    North         East     Units Scale Factor Converg.
 PR0126;SPC MN S     -   244,029.698   604,234.432   MT  0.99993017   -1 43 08.4
 PR0126;SPC MN S     -   800,620.77  1,982,392.47   sFT  0.99993017   -1 43 08.4
 PR0126;SPC SD N     -    54,710.485   883,160.418   MT  1.00003136   +2 30 38.6
 PR0126;SPC SD N     -   179,495.98  2,897,502.14   sFT  1.00003136   +2 30 38.6
 PR0126;SPC SD S     -   222,373.547   909,734.545   MT  0.99997151   +2 40 38.0
 PR0126;SPC SD S     -   729,570.55  2,984,687.42   sFT  0.99997151   +2 40 38.0
 PR0126;UTM  14      - 4,904,999.591   703,320.825   MT  1.00010843   +1 46 44.0
 PR0126
 PR0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0126!SPC MN S     -   0.99991936  x   0.99993017  =   0.99984954
 PR0126!SPC SD N     -   0.99991936  x   1.00003136  =   0.99995072
 PR0126!SPC SD S     -   0.99991936  x   0.99997151  =   0.99989088
 PR0126!UTM  14      -   0.99991936  x   1.00010843  =   1.00002779
 PR0126
 PR0126                          SUPERSEDED SURVEY CONTROL
 PR0126
 PR0126  NAD 83(1996)-  44 16 11.39880(N)    096 27 08.84681(W) AD(       ) 2
 PR0126  NAD 83(1986)-  44 16 11.39883(N)    096 27 08.82855(W) AD(       ) 2
 PR0126  NAD 27      -  44 16 11.52077(N)    096 27 07.66982(W) AD(       ) 2
 PR0126  NAVD 88 (06/15/91)  540.025  (m)         1771.73   (f) SUPERSEDED  1 2
 PR0126  NGVD 29 (??/??/92)  539.763  (m)         1770.87   (f) ADJ UNCH    1 2
 PR0126
 PR0126.Superseded values are not recommended for survey control.
 PR0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0126.See file dsdata.txt to determine how the superseded data were derived.
 PR0126
 PR0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0332004999(NAD 83)
 PR0126
 PR0126_MARKER: DV = VERTICAL CONTROL DISK
 PR0126_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PR0126_SP_SET: 32 FEET
 PR0126_STAMPING: 4101 J 1976
 PR0126_MARK LOGO: MNDT  
 PR0126_PROJECTION: FLUSH
 PR0126_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0126+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1994
 PR0126_ROD/PIPE-DEPTH: 9.8  meters
 PR0126
 PR0126  HISTORY     - Date     Condition        Report By
 PR0126  HISTORY     - 1976     MONUMENTED       MNDT
 PR0126  HISTORY     - 1976     GOOD             MNHD
 PR0126  HISTORY     - 19940915 GOOD             NGS
 PR0126
 PR0126                          STATION DESCRIPTION
 PR0126
 PR0126'DESCRIBED BY MN DEPT OF TRANSP 1976
 PR0126'TO REACH STATION FROM WHERE TRUNK HIGHWAY 14 CROSSES THE
 PR0126'MINNESOTA-SOUTH DAKOTA STATE LINE GO EAST ON TRUNK HIGHWAY 14 FOR
 PR0126'0.9 MILE TO STATION MEDARY MNHD ON THE RIGHT.
 PR0126'
 PR0126'TO REACH THE MARK FROM STATION MEDARY MNHD GO WEST ON TRUNK
 PR0126'HIGHWAY 14 FOR 0.8 MILE TO A ROAD RIGHT AT A REST AREA, TURN
 PR0126'RIGHT AND GO NORTH FOR 0.1 MILE TO THE MARK ON THE RIGHT.
 PR0126'
 PR0126'THE STATION MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 PR0126'STAMPED 4101 J 1976, IS SET ON A COPPER COATED STEEL ROD.  THE
 PR0126'MARK IS 30.0 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 15.0 FEET
 PR0126'EAST-SOUTHEAST OF A RIGHT-OF-WAY POST STATION 23, 6.0 FEET
 PR0126'SOUTHWEST OF A POWER POLE, 3.8 FEET SOUTH OF A FENCE LINE, AND
 PR0126'2.8 FEET SOUTH OF A STEEL WITNESS POST.
 PR0126
 PR0126                          STATION RECOVERY (1976)
 PR0126
 PR0126'RECOVERY NOTE BY MN HIGHWAY DEPT 1976
 PR0126'2.7 MI NE FROM ELKTON.
 PR0126'THE MARK IS LOCATED 1.7 MILES EAST ALONG TRUNK HIGHWAY 14 FROM
 PR0126'THE JUNCTION OF TRUNK HIGHWAYS 14 AND 13 (2.0 MILES NORTH ALONG
 PR0126'TRUNK HIGHWAY 13 FROM ELKTON, SOUTH DAKOTA) AND 7.7 MILES
 PR0126'WESTERLY ALONG TRUNK HIGHWAY 14 FROM THE NORTH JUNCTION OF
 PR0126'TRUNK HIGHWAYS 14 AND 75 AT LAKE BENTON, MINNESOTA.  IT IS ABOUT
 PR0126'450 FEET NORTH OF TRUNK HIGHWAY 14 AT THE STATE LINE AND ENTRANCE
 PR0126'TO A ROADSIDE REST AREA, 30 FEET EAST OF A DRIVEWAY ON THE STATE
 PR0126'LINE, 15.2 FEET EAST-SOUTHEAST OF A 2-INCH IRON RIGHT-OF-WAY
 PR0126'POST, 15.3 FEET EAST-SOUTHEAST OF A RIGHT-OF-WAY SIGN POST,
 PR0126'3.9 FEET SOUTH OF A FENCE LINE, 15.5 FEET EAST-SOUTHEAST OF A
 PR0126'WOOD CORNER FENCE POST, AND 6.0 FEET WEST-SOUTHWEST OF A POWER
 PR0126'POLE WITH A TRANSFORMER AND METER.  IT IS A STANDARD MINNESOTA
 PR0126'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED
 PR0126'TO THE TOP OF A 32 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN INTO
 PR0126'THE GROUND TO REFUSAL.  IT IS 2.7 FEET SOUTH OF A STEEL WITNESS
 PR0126'POST AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 PR0126'SECTION 12, T109N, R47W.  LATITUDE 44 DEG-16.2 MIN LONGITUDE
 PR0126'96 DEG-27.1 MIN.
 PR0126
 PR0126                          STATION RECOVERY (1994)
 PR0126
 PR0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0126'13.3 KM (8.25 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE NORTH
 PR0126'JUNCTION OF U.S. HIGHWAY 75 IN LAKE BENTON, 140.3 M (460.3 FT) NORTH
 PR0126'OF THE HIGHWAY CENTERLINE, 9.7 M (31.8 FT) EAST OF THE CENTER OF A
 PR0126'GRAVELED ROAD, 4.4 M (14.4 FT) EAST-SOUTHEAST OF A RIGHT-OF-WAY POST,
 PR0126'1.6 M (5.2 FT) SOUTHWEST OF A UTILITY POLE WITH A METER AND 2 GUY
 PR0126'CABLES, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.8 M (2.6 FT)
 PR0126'SOUTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC
 PR0126'PIPE AND IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0134 ***********************************************************************
 PR0134  DESIGNATION -  4101 K
 PR0134  PID         -  PR0134
 PR0134  STATE/COUNTY-  MN/LINCOLN
 PR0134  COUNTRY     -  US
 PR0134  USGS QUAD   -  LAKE BENTON SW (1967)
 PR0134
 PR0134                         *CURRENT SURVEY CONTROL
 PR0134  ______________________________________________________________________
 PR0134* NAD 83(1996) POSITION- 44 16 04.84557(N) 096 23 02.28794(W)   NO CHECK  
 PR0134* NAVD 88 ORTHO HEIGHT -   558.303  (meters)    1831.70  (feet) ADJUSTED  
 PR0134  ______________________________________________________________________
 PR0134  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC09
 PR0134  GEOID HEIGHT    -        -25.74  (meters)                     GEOID09
 PR0134  DYNAMIC HEIGHT  -        558.190 (meters)     1831.33  (feet) COMP
 PR0134  MODELED GRAVITY -    980,397.9   (mgal)                       NAVD 88
 PR0134
 PR0134  HORZ ORDER      -  THIRD
 PR0134  VERT ORDER      -  FIRST     CLASS II
 PR0134
 PR0134.The horizontal coordinates were established by classical geodetic methods
 PR0134.and adjusted by the National Geodetic Survey in March 1999.
 PR0134.
 PR0134.No horizontal observational check was made to the station.
 PR0134.
 PR0134.The orthometric height was determined by differential leveling and
 PR0134.adjusted in October 1997.
 PR0134
 PR0134.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0134
 PR0134.The dynamic height is computed by dividing the NAVD 88
 PR0134.geopotential number by the normal gravity value computed on the
 PR0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0134.degrees latitude (g = 980.6199 gals.).
 PR0134
 PR0134.The modeled gravity was interpolated from observed gravity values.
 PR0134
 PR0134. The following values were computed from the NAD 83(1996) position.
 PR0134
 PR0134;                    North         East     Units Scale Factor Converg.
 PR0134;SPC MN S     -   243,665.792   609,694.010   MT  0.99993030   -1 40 15.6
 PR0134;SPC MN S     -   799,426.85  2,000,304.43   sFT  0.99993030   -1 40 15.6
 PR0134;SPC SD N     -    54,750.272   888,632.521   MT  1.00003179   +2 33 33.1
 PR0134;SPC SD N     -   179,626.52  2,915,455.20   sFT  1.00003179   +2 33 33.1
 PR0134;SPC SD S     -   222,429.174   915,206.180   MT  0.99997115   +2 43 28.1
 PR0134;SPC SD S     -   729,753.05  3,002,638.94   sFT  0.99997115   +2 43 28.1
 PR0134;UTM  14      - 4,904,969.446   708,793.486   MT  1.00013617   +1 49 36.1
 PR0134
 PR0134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0134!SPC MN S     -   0.99991650  x   0.99993030  =   0.99984681
 PR0134!SPC SD N     -   0.99991650  x   1.00003179  =   0.99994829
 PR0134!SPC SD S     -   0.99991650  x   0.99997115  =   0.99988765
 PR0134!UTM  14      -   0.99991650  x   1.00013617  =   1.00005266
 PR0134
 PR0134                          SUPERSEDED SURVEY CONTROL
 PR0134
 PR0134  NAD 83(1996)-  44 16 04.84558(N)    096 23 02.28793(W) AD(       ) 3
 PR0134  NAD 83(1986)-  44 16 04.84533(N)    096 23 02.26896(W) AD(       ) 3
 PR0134  NAD 27      -  44 16 04.96530(N)    096 23 01.11702(W) AD(       ) 3
 PR0134  NAVD 88 (06/15/91)  558.320  (m)         1831.75   (f) SUPERSEDED  1 2
 PR0134  NGVD 29 (??/??/92)  558.057  (m)         1830.89   (f) ADJ UNCH    1 2
 PR0134
 PR0134.Superseded values are not recommended for survey control.
 PR0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0134.See file dsdata.txt to determine how the superseded data were derived.
 PR0134
 PR0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0879304969(NAD 83)
 PR0134
 PR0134_MARKER: DV = VERTICAL CONTROL DISK
 PR0134_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PR0134_SP_SET: 28 FEET
 PR0134_STAMPING: 4101 K 1976
 PR0134_MARK LOGO: MNDT  
 PR0134_PROJECTION: PROJECTING 5 CENTIMETERS
 PR0134_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0134+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1994
 PR0134_ROD/PIPE-DEPTH: 8.5  meters
 PR0134
 PR0134  HISTORY     - Date     Condition        Report By
 PR0134  HISTORY     - 1976     MONUMENTED       MNDT
 PR0134  HISTORY     - 1976     GOOD             MNHD
 PR0134  HISTORY     - 19940915 GOOD             NGS
 PR0134
 PR0134                          STATION DESCRIPTION
 PR0134
 PR0134'DESCRIBED BY MN DEPT OF TRANSP 1976
 PR0134'TO REACH STATION MARK FROM STATION VELZ MNHD, GO NORTH ON COUNTY
 PR0134'ROAD 2 FOR 0.15 MILE TO TRUNK HIGHWAY 14, TURN LEFT AND GO WEST ON
 PR0134'TRUNK HIGHWAY 14 FOR 1.0 MILE TO A GRAVEL ROAD ON THE LEFT, TURN
 PR0134'LEFT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.10 MILE TO THE MARK ON
 PR0134'THE RIGHT.
 PR0134'
 PR0134'STATION MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT DISK
 PR0134'STAMPED 4101 K 1976, IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 PR0134'DRIVEN COPPER-COATED STEEL ROD.  THE MARK IS 32 FEET WEST OF THE
 PR0134'CENTERLINE OF THE GRAVEL ROAD, 205 FEET NORTHEAST OF THE NORTHEAST
 PR0134'CORNER OF THE CONCRETE FOUNDATION OF A 2 STORY FRAME HOUSE, 54.7
 PR0134'FEET NORTH OF A POWER POLE, 1.5 FEET SOUTHEAST OF A CORNER FENCE
 PR0134'POST, AND 0.8 FOOT EAST OF A STEEL WITNESS POST.
 PR0134
 PR0134                          STATION RECOVERY (1976)
 PR0134
 PR0134'RECOVERY NOTE BY MN HIGHWAY DEPT 1976
 PR0134'4.8 MI W FROM LAKE BENTON.
 PR0134'THE MARK IS LOCATED 4.8 MILES WESTERLY ALONG TRUNK HIGHWAY 14
 PR0134'FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AT LAKE
 PR0134'BENTON, THENCE SOUTH ALONG THE TOWNSHIP ROAD OPPOSITE COUNTY
 PR0134'ROAD 1 FOR 0.1 MILE.  COUNTY ROAD 1 IS 3.4 MILES EAST ALONG
 PR0134'TRUNK HIGHWAY 14 FROM THE MINNESOTA-NORTH DAKOTA STATE LINE.
 PR0134'IT IS 32.0 FEET WEST OF THE CENTER OF THE TOWNSHIP ROAD, ABOUT
 PR0134'205 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 PR0134'FOUNDATION UNDER A TWO-STORY FRAME HOUSE, 1.5 FEET SOUTHEAST
 PR0134'OF A WOOD CORNER FENCE POST AND 1/2 INCH IRON PIN (LOT CORNER),
 PR0134'AND 54.7 FEET NORTH OF A POWER POLE.  IT IS A STANDARD MINNESOTA
 PR0134'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED
 PR0134'TO THE TOP OF A 28 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN TO
 PR0134'REFUSAL.  IT IS 0.8 FOOT EAST OF A STEEL WITNESS POST AND IS
 PR0134'FLUSH WITH THE SURFACE OF THE GROUND.  SECTION 9, T109, R46W.
 PR0134'LATITUDE 44 DEG-16.1 MIN LONGITUDE 96 DEG-23.0 MIN.
 PR0134
 PR0134                          STATION RECOVERY (1994)
 PR0134
 PR0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0134'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE NORTH
 PR0134'JUNCTION OF U.S. HIGHWAY 75 IN LAKE BENTON, 157.5 M (516.7 FT) SOUTH
 PR0134'OF THE HIGHWAY CENTERLINE, 22.8 M (74.8 FT) NORTH OF THE CENTER OF A
 PR0134'DRIVEWAY, 16.6 M (54.5 FT) NORTH OF A UTILITY POLE, 10.3 M (33.8 FT)
 PR0134'WEST OF THE CENTER OF A GRAVELED ROAD, 0.4 M (1.3 FT) EAST OF A
 PR0134'WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD.
 PR0134'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE
 PR0134'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0138 ***********************************************************************
 PR0138  DESIGNATION -  4101 L
 PR0138  PID         -  PR0138
 PR0138  STATE/COUNTY-  MN/LINCOLN
 PR0138  COUNTRY     -  US
 PR0138  USGS QUAD   -  LAKE BENTON (1967)
 PR0138
 PR0138                         *CURRENT SURVEY CONTROL
 PR0138  ______________________________________________________________________
 PR0138* NAD 83(1996) POSITION- 44 16 10.04087(N) 096 20 35.87693(W)   NO CHECK  
 PR0138* NAVD 88 ORTHO HEIGHT -   586.835  (meters)    1925.31  (feet) ADJUSTED  
 PR0138  ______________________________________________________________________
 PR0138  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC09
 PR0138  GEOID HEIGHT    -        -25.78  (meters)                     GEOID09
 PR0138  DYNAMIC HEIGHT  -        586.718 (meters)     1924.92  (feet) COMP
 PR0138  MODELED GRAVITY -    980,399.7   (mgal)                       NAVD 88
 PR0138
 PR0138  HORZ ORDER      -  THIRD
 PR0138  VERT ORDER      -  FIRST     CLASS II
 PR0138
 PR0138.The horizontal coordinates were established by classical geodetic methods
 PR0138.and adjusted by the National Geodetic Survey in March 1999.
 PR0138.
 PR0138.No horizontal observational check was made to the station.
 PR0138.
 PR0138.The orthometric height was determined by differential leveling and
 PR0138.adjusted in October 1997.
 PR0138
 PR0138.Photographs are available for this station.
 PR0138
 PR0138.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0138
 PR0138.The dynamic height is computed by dividing the NAVD 88
 PR0138.geopotential number by the normal gravity value computed on the
 PR0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0138.degrees latitude (g = 980.6199 gals.).
 PR0138
 PR0138.The modeled gravity was interpolated from observed gravity values.
 PR0138
 PR0138. The following values were computed from the NAD 83(1996) position.
 PR0138
 PR0138;                    North         East     Units Scale Factor Converg.
 PR0138;SPC MN S     -   243,732.197   612,944.267   MT  0.99993020   -1 38 32.9
 PR0138;SPC MN S     -   799,644.72  2,010,967.98   sFT  0.99993020   -1 38 32.9
 PR0138;UTM  14      - 4,905,234.074   712,034.331   MT  1.00015295   +1 51 18.6
 PR0138
 PR0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0138!SPC MN S     -   0.99991203  x   0.99993020  =   0.99984224
 PR0138!UTM  14      -   0.99991203  x   1.00015295  =   1.00006497
 PR0138
 PR0138                          SUPERSEDED SURVEY CONTROL
 PR0138
 PR0138  NAD 83(1996)-  44 16 10.04087(N)    096 20 35.87666(W) AD(       ) 3
 PR0138  NAD 83(1986)-  44 16 10.04070(N)    096 20 35.85832(W) AD(       ) 3
 PR0138  NAD 27      -  44 16 10.15818(N)    096 20 34.71023(W) AD(       ) 3
 PR0138  NAVD 88 (06/15/91)  586.853  (m)         1925.37   (f) SUPERSEDED  1 2
 PR0138  NGVD 29 (??/??/92)  586.590  (m)         1924.50   (f) ADJ UNCH    1 2
 PR0138
 PR0138.Superseded values are not recommended for survey control.
 PR0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0138.See file dsdata.txt to determine how the superseded data were derived.
 PR0138
 PR0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1203405234(NAD 83)
 PR0138
 PR0138_MARKER: DV = VERTICAL CONTROL DISK
 PR0138_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PR0138_SP_SET: UNSPECIFIED DEEP SET
 PR0138_STAMPING: 4101 L 1976
 PR0138_MARK LOGO: MNHD  
 PR0138_PROJECTION: PROJECTING 3 CENTIMETERS
 PR0138_MAGNETIC: I = MARKER IS A STEEL ROD
 PR0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0138+STABILITY: SURFACE MOTION
 PR0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0138+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 PR0138
 PR0138  HISTORY     - Date     Condition        Report By
 PR0138  HISTORY     - 1976     MONUMENTED       MNDT
 PR0138  HISTORY     - 1976     GOOD             MNHD
 PR0138  HISTORY     - 19940915 GOOD             NGS
 PR0138  HISTORY     - 20061011 GOOD             MNDT
 PR0138
 PR0138                          STATION DESCRIPTION
 PR0138
 PR0138'DESCRIBED BY MN DEPT OF TRANSP 1976
 PR0138'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND
 PR0138'TRUNK HIGHWAY 75, IN LAKE BENTON, GO WEST ON TRUNK HIGHWAY 14 FOR
 PR0138'2.3 MILES TO STATION SCHARDIN MNHD ON THE RIGHT.
 PR0138'
 PR0138'TO REACH THE STATION MARK FROM STATION SCHARDIN MNHD GO WEST ON TRUNK
 PR0138'HIGHWAY 14 FOR 0.5 MILE TO A GRAVEL ROAD AND THE MARK ON THE
 PR0138'LEFT.
 PR0138'
 PR0138'THE STATION MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK
 PR0138'STAMPED 4101 L 1976, IS SET ON A COPPER COATED STEEL ROD.  THE
 PR0138'MARK IS 91.8 FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14, 31
 PR0138'FEET EAST OF THE CENTER OF A TOWNSHIP ROAD, 1.0 FOOT WEST OF A
 PR0138'NORTH-SOUTH FENCE LINE, 16.0 FEET SOUTH OF POWER POLE NUMBER G7
 PR0138'(REA AND COOP), 37.2 FEET SOUTH OF A WOODEN FENCE CORNER POST,
 PR0138'41.5 FEET SOUTHOF A RIGHT-OF-WAY SIGN POST,AND 0.8 FEET NORTH
 PR0138'OF A STEEL WITNESS POST.
 PR0138
 PR0138                          STATION RECOVERY (1976)
 PR0138
 PR0138'RECOVERY NOTE BY MN HIGHWAY DEPT 1976
 PR0138'2.9 MI W FROM LAKE BENTON.
 PR0138'THE MARK IS LOCATED 2.9 MILES WESTERLY ALONG TRUNK HIGHWAY 14
 PR0138'FROM THE NORTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AT LAKE
 PR0138'BENTON AND IS AT TRUNK HIGHWAY 14 MILEPOINT 5.4.  IT IS 91.8
 PR0138'FEET SOUTH OF AND ABOUT 5 FEET LOWER THAN THE CENTERLINE OF
 PR0138'TRUNK HIGHWAY 14, 31.0 FEET EAST OF AND ABOUT LEVEL WITH THE
 PR0138'NORTH-SOUTH TOWNSHIP ROAD, 41.5 FEET SOUTH OF A RIGHT-OF-WAY
 PR0138'POST, 1.0 FEET WEST OF A NORTH-SOUTH FENCE LINE, 37.2 FEET SOUTH
 PR0138'OF A WOOD CORNER FENCE POST, AND 16.0 FEET SOUTH OF POWER POLE
 PR0138'NUMBER 67 (REA AND CO-OP).  IT IS A STANDARD MINNESOTA HIGHWAY
 PR0138'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE
 PR0138'TOP OF A COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND TO REFUSAL.
 PR0138'IT IS 0.8 FOOT NORTH OF A STEEL WITNESS POST.  SECTION 12, T109N,
 PR0138'R46W.  LATITUDE 44 DEG-16.2 MIN LONGITUDE 96 DEG-20.6 MIN.
 PR0138
 PR0138                          STATION RECOVERY (1994)
 PR0138
 PR0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0138'4.5 KM (2.80 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE NORTH
 PR0138'JUNCTION OF U.S. HIGHWAY 75 IN LAKE BENTON, 28.1 M (92.2 FT) SOUTH OF
 PR0138'THE HIGHWAY CENTERLINE, 9.3 M (30.5 FT) EAST OF THE CENTER OF A
 PR0138'GRAVELED ROAD, 4.8 M (15.7 FT) SOUTH OF A T-JUNCTION UTILITY POLE WITH
 PR0138'1 GUY CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 PR0138'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A
 PR0138'6-INCH PVC PIPE AND IS FLUSH WITH THE GROUND SURFACE.  THE ROD DEPTH
 PR0138'IS UNKNOWN.
 PR0138
 PR0138                          STATION RECOVERY (2006)
 PR0138
 PR0138'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PR0138'THE STATION IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST OF TYLER, 4.2 MI
 PR0138'(6.8 KM) NORTH OF VERDI AND 2.8 MI (4.5 KM) WEST-NORTHWEST OF LAKE
 PR0138'BENTON AT TRUNK HIGHWAY 14 MILE POINT 5.40, 91.8 FT (28.0 M) SOUTH OF
 PR0138'TRUNK HIGHWAY 14, 31 FT (9.4 M) EAST OF 160TH AVENUE, 1.0 FT (0.3 M)
 PR0138'WEST OF A NORTH-SOUTH FENCE LINE, 16.0 FT (4.9 M) SOUTH OF POWER POLE
 PR0138'G7, 37.2 FT (11.3 M) SOUTH OF CORNER FENCE POST, 41.5 FT (12.6 M)
 PR0138'SOUTH OF RIGHT OF WAY POST, 0.8 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0144 ***********************************************************************
 PR0144  DESIGNATION -  4101 M
 PR0144  PID         -  PR0144
 PR0144  STATE/COUNTY-  MN/LINCOLN
 PR0144  COUNTRY     -  US
 PR0144  USGS QUAD   -  LAKE BENTON (1967)
 PR0144
 PR0144                         *CURRENT SURVEY CONTROL
 PR0144  ______________________________________________________________________
 PR0144* NAD 83(1986) POSITION- 44 15 57.2    (N) 096 18 12.5    (W)   HD_HELD2  
 PR0144* NAVD 88 ORTHO HEIGHT -   547.862  (meters)    1797.44  (feet) ADJUSTED  
 PR0144  ______________________________________________________________________
 PR0144  GEOID HEIGHT    -        -25.85  (meters)                     GEOID09
 PR0144  DYNAMIC HEIGHT  -        547.753 (meters)     1797.09  (feet) COMP
 PR0144  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 PR0144
 PR0144  VERT ORDER      -  FIRST     CLASS II
 PR0144
 PR0144.The horizontal coordinates were established by autonomous hand held GPS
 PR0144.observations and have an estimated accuracy of +/- 10 meters.
 PR0144.
 PR0144.The orthometric height was determined by differential leveling and
 PR0144.adjusted in October 1997.
 PR0144
 PR0144.Photographs are available for this station.
 PR0144
 PR0144.The dynamic height is computed by dividing the NAVD 88
 PR0144.geopotential number by the normal gravity value computed on the
 PR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0144.degrees latitude (g = 980.6199 gals.).
 PR0144
 PR0144.The modeled gravity was interpolated from observed gravity values.
 PR0144
 PR0144;                    North         East    Units  Estimated Accuracy
 PR0144;SPC MN S     -   243,246.      616,111.      MT  (+/- 10 meters HH2 GPS)
 PR0144
 PR0144                          SUPERSEDED SURVEY CONTROL
 PR0144
 PR0144  NAVD 88 (06/15/91)  547.882  (m)         1797.51   (f) SUPERSEDED  1 2
 PR0144  NGVD 29 (??/??/92)  547.620  (m)         1796.65   (f) ADJ UNCH    1 2
 PR0144
 PR0144.Superseded values are not recommended for survey control.
 PR0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0144.See file dsdata.txt to determine how the superseded data were derived.
 PR0144
 PR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1522604941(NAD 83)
 PR0144
 PR0144_MARKER: DV = VERTICAL CONTROL DISK
 PR0144_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PR0144_STAMPING: 4101 M 1976
 PR0144_MARK LOGO: MNHD  
 PR0144_PROJECTION: FLUSH
 PR0144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PR0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0144+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 PR0144_ROD/PIPE-DEPTH: 3.7  meters
 PR0144
 PR0144  HISTORY     - Date     Condition        Report By
 PR0144  HISTORY     - 1976     MONUMENTED       MNDT
 PR0144  HISTORY     - 19940915 GOOD             NGS
 PR0144  HISTORY     - 19971031 GOOD             LOCENG
 PR0144  HISTORY     - 20061011 GOOD             MNDT
 PR0144
 PR0144                          STATION DESCRIPTION
 PR0144
 PR0144'DESCRIBED BY MN DEPT OF TRANSP 1976
 PR0144'0.8 MI W FROM LAKE BENTON.
 PR0144'THE MARK IS LOCATED 0.75 MILE WEST ALONG TRUNK HIGHWAY 14 FROM
 PR0144'THE NORTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AT LAKE BENTON
 PR0144'AT TRUNK HIGHWAY 14 MILEPOINT 7.45.  IT IS 158.5 FEET NORTH OF
 PR0144'AND ABOUT LEVEL WITH THE CENTERLINE OF TRUCK HIGHWAY 14, 0.1
 PR0144'MILE NORTH OF THE HOLE IN THE MOUNTAIN PARK CAMPGROUNDS, 22.0
 PR0144'FEET EAST OF THE CENTER OF A PARK ROAD (OPPOSITE COUNTY ROAD
 PR0144'19), 67.0 FEET NORTH OF TWIN 10 INCH BOX ELDER TREES, AND 105.0
 PR0144'FEET NORTH-NORTHWEST OF A POWER POLE WITH A GUY WIRE.  IT IS A
 PR0144'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 PR0144'(VCM) DISK CRIMPED TO THE TOP OF A 12 FOOT LONG COPPER-CLAD
 PR0144'STEEL ROD DRIVEN INTO THE GROUND TO REFUSAL.  IT PROJECTS 2
 PR0144'INCHES ABOVE THE SURFACE OF THE GROUND AND IS 1.0 FEET SOUTH OF
 PR0144'A STEEL WITNESS POST.  SECTION 7, T109N, R45W.  LATITUDE 44
 PR0144'DEG-15.9 MIN LONGITUDE 96 DEG-18.2 MIN.
 PR0144
 PR0144                          STATION RECOVERY (1994)
 PR0144
 PR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0144'1.2 KM (0.75 MI) WESTERLY ALONG U.S. HIGHWAY 14 FROM THE NORTH
 PR0144'JUNCTION OF U.S. HIGHWAY 75 IN LAKE BENTON, 48.4 M (158.8 FT) NORTH OF
 PR0144'THE HIGHWAY CENTERLINE, 31.7 M (104.0 FT) NORTH OF UTILITY POLE NUMBER
 PR0144'40K WITH 3 GUY CABLES, 8.6 M (28.2 FT) NORTHEAST OF AND LEVEL WITH THE
 PR0144'CENTER OF A GRAVELED ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 PR0144'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE AND IS FLUSH WITH THE
 PR0144'GROUND SURFACE.
 PR0144
 PR0144                          STATION RECOVERY (1997)
 PR0144
 PR0144'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (MD)
 PR0144'RECOVERED IN GOOD CONDITION.  NOTE--10 INCH TWIN BOX ELDER TREE HAS
 PR0144'BEEN CUT DOWN, STUMP IS STILL VISIBLE BUT LARGER THAN 10 INCHES NOW.
 PR0144
 PR0144                          STATION RECOVERY (2006)
 PR0144
 PR0144'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PR0144'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB8792 ***********************************************************************
 AB8792  DESIGNATION -  4102 AA
 AB8792  PID         -  AB8792
 AB8792  STATE/COUNTY-  MN/LINCOLN
 AB8792  COUNTRY     -  US
 AB8792  USGS QUAD   -  LAKE BENTON (1967)
 AB8792
 AB8792                         *CURRENT SURVEY CONTROL
 AB8792  ______________________________________________________________________
 AB8792* NAD 83(1986) POSITION- 44 15 46.5    (N) 096 17 09.5    (W)   HD_HELD2  
 AB8792* NAVD 88 ORTHO HEIGHT -   543.606  (meters)    1783.48  (feet) ADJUSTED  
 AB8792  ______________________________________________________________________
 AB8792  GEOID HEIGHT    -        -25.88  (meters)                     GEOID09
 AB8792  DYNAMIC HEIGHT  -        543.498 (meters)     1783.13  (feet) COMP
 AB8792  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 AB8792
 AB8792  VERT ORDER      -  FIRST     CLASS II
 AB8792
 AB8792.The horizontal coordinates were established by autonomous hand held GPS
 AB8792.observations and have an estimated accuracy of +/- 10 meters.
 AB8792.
 AB8792.The orthometric height was determined by differential leveling and
 AB8792.adjusted in October 1997.
 AB8792
 AB8792.Photographs are available for this station.
 AB8792
 AB8792.The dynamic height is computed by dividing the NAVD 88
 AB8792.geopotential number by the normal gravity value computed on the
 AB8792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8792.degrees latitude (g = 980.6199 gals.).
 AB8792
 AB8792.The modeled gravity was interpolated from observed gravity values.
 AB8792
 AB8792;                    North         East    Units  Estimated Accuracy
 AB8792;SPC MN S     -   242,876.      617,499.      MT  (+/- 10 meters HH2 GPS)
 AB8792
 AB8792                          SUPERSEDED SURVEY CONTROL
 AB8792
 AB8792.No superseded survey control is available for this station.
 AB8792
 AB8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1663304657(NAD 83)
 AB8792
 AB8792_MARKER: DV = VERTICAL CONTROL DISK
 AB8792_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB8792_SP_SET: BRIDGE ABUTMENT
 AB8792_STAMPING: 4102 AA 1987
 AB8792_MARK LOGO: MNDT  
 AB8792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8792+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 AB8792
 AB8792  HISTORY     - Date     Condition        Report By
 AB8792  HISTORY     - 1987     MONUMENTED       MNDT
 AB8792  HISTORY     - 19940915 GOOD             NGS
 AB8792  HISTORY     - 20061011 GOOD             MNDT
 AB8792  HISTORY     - 20101201 GOOD             MNDT
 AB8792
 AB8792                          STATION DESCRIPTION
 AB8792
 AB8792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AB8792'IN LAKE BENTON, AT THE INTERSECTION OF U.S. HIGHWAYS 14, 75 AND THE
 AB8792'CHICAGO NORTHWESTERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF
 AB8792'THE EAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 AB8792'OVERPASS OF THE RAILROAD, 32.7 M (107.3 FT) SOUTH OF THE CENTER OF THE
 AB8792'TRACK, AND 7.9 M (25.9 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 AB8792'CENTERLINE.
 AB8792
 AB8792                          STATION RECOVERY (2006)
 AB8792
 AB8792'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AB8792'RECOVERED AS DESCRIBED.
 AB8792
 AB8792                          STATION RECOVERY (2010)
 AB8792
 AB8792'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 AB8792'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0153 ***********************************************************************
 PR0153  DESIGNATION -  4102 C
 PR0153  PID         -  PR0153
 PR0153  STATE/COUNTY-  MN/LINCOLN
 PR0153  COUNTRY     -  US
 PR0153  USGS QUAD   -  LAKE BENTON (1967)
 PR0153
 PR0153                         *CURRENT SURVEY CONTROL
 PR0153  ______________________________________________________________________
 PR0153* NAD 83(1986) POSITION- 44 15 42.     (N) 096 15 53.     (W)   SCALED    
 PR0153* NAVD 88 ORTHO HEIGHT -   542.670  (meters)    1780.41  (feet) ADJUSTED  
 PR0153  ______________________________________________________________________
 PR0153  GEOID HEIGHT    -        -25.91  (meters)                     GEOID09
 PR0153  DYNAMIC HEIGHT  -        542.560 (meters)     1780.05  (feet) COMP
 PR0153  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 PR0153
 PR0153  VERT ORDER      -  SECOND    CLASS I
 PR0153
 PR0153.The horizontal coordinates were scaled from a topographic map and have
 PR0153.an estimated accuracy of +/- 6 seconds.
 PR0153.
 PR0153.The orthometric height was determined by differential leveling and
 PR0153.adjusted in June 1991.
 PR0153
 PR0153.The dynamic height is computed by dividing the NAVD 88
 PR0153.geopotential number by the normal gravity value computed on the
 PR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0153.degrees latitude (g = 980.6199 gals.).
 PR0153
 PR0153.The modeled gravity was interpolated from observed gravity values.
 PR0153
 PR0153;                    North         East    Units  Estimated Accuracy
 PR0153;SPC MN S     -   242,690.      619,190.      MT  (+/- 180 meters Scaled)
 PR0153
 PR0153                          SUPERSEDED SURVEY CONTROL
 PR0153
 PR0153  NGVD 29 (??/??/92)  542.403  (m)         1779.53   (f) ADJ UNCH    2 1
 PR0153
 PR0153.Superseded values are not recommended for survey control.
 PR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0153.See file dsdata.txt to determine how the superseded data were derived.
 PR0153
 PR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ183045(NAD 83)
 PR0153
 PR0153_MARKER: DD = SURVEY DISK
 PR0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0153_SP_SET: BOX CULVERT
 PR0153_STAMPING: 4102 C 1976
 PR0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0153
 PR0153  HISTORY     - Date     Condition        Report By
 PR0153  HISTORY     - 1976     MONUMENTED       MNHD
 PR0153  HISTORY     - 19940914 MARK NOT FOUND   NGS
 PR0153
 PR0153                          STATION DESCRIPTION
 PR0153
 PR0153'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0153'1.1 MI E FROM LAKE BENTON.
 PR0153'THE MARK IS LOCATED 1.1 MILE EAST ALONG TRUNK HIGHWAY 14 FROM
 PR0153'THE SOUTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AT LAKE BENTON.
 PR0153'IT IS AT TRUNK HIGHWAY 14 MILEPOINT 9.6.  IT IS 37.2 FEET SOUTH
 PR0153'OF AND ABOUT 15 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY
 PR0153'14.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 PR0153'CONTROL MONUMENT (VCM) DISK CEMENTED INTO A DRILL HOLE IN THE
 PR0153'SOUTHEAST CORNER (HEADWALL) OF AN 8 FOOT BY 11 FOOT CONCRETE
 PR0153'BOX CULVERT (TRUNK HIGHWAY 14 UNDER A SMALL CREEK).  SECTION 9,
 PR0153'T109N, R45W.  LATITUDE 44 DEG-15.8 MIN LONGITUDE 95 DEG-17.1 MIN.
 PR0153
 PR0153                          STATION RECOVERY (1994)
 PR0153
 PR0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR0153'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 PR0153'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5897 ***********************************************************************
 DL5897  DESIGNATION -  4103 A
 DL5897  PID         -  DL5897
 DL5897  STATE/COUNTY-  MN/LINCOLN
 DL5897  COUNTRY     -  US
 DL5897  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5897
 DL5897                         *CURRENT SURVEY CONTROL
 DL5897  ______________________________________________________________________
 DL5897* NAD 83(2007) POSITION- 44 27 35.70340(N) 096 16 57.50517(W)   ADJUSTED  
 DL5897* NAD 83(2007) ELLIP HT-   488.331 (meters)        (10/23/09)   ADJUSTED
 DL5897* NAD 83(2007) EPOCH   -  2002.00
 DL5897* NAVD 88 ORTHO HEIGHT -   514.383  (meters)    1687.60  (feet) ADJUSTED  
 DL5897  ______________________________________________________________________
 DL5897  NAD 83(2007) X  -   -499,034.603 (meters)                     COMP
 DL5897  NAD 83(2007) Y  - -4,532,789.827 (meters)                     COMP
 DL5897  NAD 83(2007) Z  -  4,445,052.298 (meters)                     COMP
 DL5897  LAPLACE CORR    -         -6.17  (seconds)                    DEFLEC09
 DL5897  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DL5897  DYNAMIC HEIGHT  -        514.285 (meters)     1687.28  (feet) COMP
 DL5897  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 DL5897
 DL5897  HORZ ORDER      -  FIRST
 DL5897  VERT ORDER      -  SECOND    CLASS I
 DL5897  ELLP ORDER      -  FIRST     CLASS II
 DL5897
 DL5897.The horizontal coordinates were established by GPS observations
 DL5897.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5897
 DL5897.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5897.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5897
 DL5897.The horizontal coordinates are valid at the epoch date displayed above
 DL5897.which is a decimal equivalence of Year/Month/Day.
 DL5897
 DL5897.The orthometric height was determined by differential leveling and
 DL5897.adjusted in February 2011.
 DL5897
 DL5897.No vertical observational check was made to the station.
 DL5897
 DL5897.Photographs are available for this station.
 DL5897
 DL5897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5897
 DL5897.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5897
 DL5897.The ellipsoidal height was determined by GPS observations
 DL5897.and is referenced to NAD 83.
 DL5897
 DL5897.The dynamic height is computed by dividing the NAVD 88
 DL5897.geopotential number by the normal gravity value computed on the
 DL5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5897.degrees latitude (g = 980.6199 gals.).
 DL5897
 DL5897.The modeled gravity was interpolated from observed gravity values.
 DL5897
 DL5897. The following values were computed from the NAD 83(2007) position.
 DL5897
 DL5897;                    North         East     Units Scale Factor Converg.
 DL5897;SPC MN S     -   264,749.350   618,376.007   MT  0.99992230   -1 35 59.9
 DL5897;SPC MN S     -   868,598.49  2,028,788.62   sFT  0.99992230   -1 35 59.9
 DL5897;UTM  14      - 4,926,548.764   716,173.571   MT  1.00017473   +1 54 14.4
 DL5897
 DL5897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5897!SPC MN S     -   0.99992344  x   0.99992230  =   0.99984574
 DL5897!UTM  14      -   0.99992344  x   1.00017473  =   1.00009815
 DL5897
 DL5897                          SUPERSEDED SURVEY CONTROL
 DL5897
 DL5897  NAVD 88 (10/23/09)  514.38   (m)         1687.6    (f) LEVELING    3  
 DL5897
 DL5897.Superseded values are not recommended for survey control.
 DL5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5897.See file dsdata.txt to determine how the superseded data were derived.
 DL5897
 DL5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1617326548(NAD 83)
 DL5897
 DL5897_MARKER: DD = SURVEY DISK
 DL5897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5897_STAMPING: 4103 A 2006
 DL5897_MARK LOGO: MNDT  
 DL5897_PROJECTION: FLUSH
 DL5897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5897+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5897_ROD/PIPE-DEPTH:  6.1 meters
 DL5897
 DL5897  HISTORY     - Date     Condition        Report By
 DL5897  HISTORY     - 2006     MONUMENTED       MNDT
 DL5897  HISTORY     - 20061012 GOOD             MNDT
 DL5897  HISTORY     - 20090428 GOOD             MNDT
 DL5897
 DL5897                          STATION DESCRIPTION
 DL5897
 DL5897'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5897'THE MARK IS 1.5 MILES (2.4 KM) WEST OF IVANHOE, 1.0 MILE (1.6 KM)
 DL5897'WESTALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5897'HIGHWAY 75, AT TRUNK HIGHWAY 19 MILEPOINT 9.4, 101.4 FEET (30.9 M)
 DL5897'WEST OF 190TH AVENUE, 62.8 FEET (19.1 M) NORTH OF TRUNK HIGHWAY 19,
 DL5897'28.8 FEET (8.8 M) WEST-SOUTHWEST OF POWER POLE NUMMBER 2, 15.4 FEET
 DL5897'(4.7 M) WEST-SOUTHWEST OF ELECTRIC CABINET NUMMBER 2, 1.4 FEET (0.4 M)
 DL5897'SOUTH OF WITNESS POST.
 DL5897
 DL5897                          STATION RECOVERY (2009)
 DL5897
 DL5897'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5897'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5897'THE MARK IS 1.5 MILES WEST OF IVANHOE, 1.0 MILE WEST ALONG TRUNK
 DL5897'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5897'TRUNK HIGHWAY 19 MILEPOST 9.4, 101.4 FEET WEST OF 190TH AVENUE, 62.8
 DL5897'FEET NORTH OF TRUNK HIGHWAY 19, 28.8 FEET WEST-SOUTHWEST OF POWER POLE
 DL5897'NUMBER 2, 15.4 FEET WEST-SOUTHWEST OF ELECTRIC CABINET NUMBER 2, 1.4
 DL5897'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5898 ***********************************************************************
 DL5898  DESIGNATION -  4103 B
 DL5898  PID         -  DL5898
 DL5898  STATE/COUNTY-  MN/LINCOLN
 DL5898  COUNTRY     -  US
 DL5898  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5898
 DL5898                         *CURRENT SURVEY CONTROL
 DL5898  ______________________________________________________________________
 DL5898* NAD 83(2007) POSITION- 44 27 33.55189(N) 096 18 09.88643(W)   ADJUSTED  
 DL5898* NAD 83(2007) ELLIP HT-   497.253 (meters)        (10/23/09)   ADJUSTED
 DL5898* NAD 83(2007) EPOCH   -  2002.00
 DL5898* NAVD 88 ORTHO HEIGHT -   523.255  (meters)    1716.71  (feet) ADJUSTED  
 DL5898  ______________________________________________________________________
 DL5898  NAD 83(2007) X  -   -500,630.998 (meters)                     COMP
 DL5898  NAD 83(2007) Y  - -4,532,666.996 (meters)                     COMP
 DL5898  NAD 83(2007) Z  -  4,445,011.143 (meters)                     COMP
 DL5898  LAPLACE CORR    -         -6.39  (seconds)                    DEFLEC09
 DL5898  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 DL5898  DYNAMIC HEIGHT  -        523.156 (meters)     1716.39  (feet) COMP
 DL5898  MODELED GRAVITY -    980,411.3   (mgal)                       NAVD 88
 DL5898
 DL5898  HORZ ORDER      -  FIRST
 DL5898  VERT ORDER      -  SECOND    CLASS I
 DL5898  ELLP ORDER      -  FIRST     CLASS II
 DL5898
 DL5898.The horizontal coordinates were established by GPS observations
 DL5898.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5898
 DL5898.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5898.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5898
 DL5898.The horizontal coordinates are valid at the epoch date displayed above
 DL5898.which is a decimal equivalence of Year/Month/Day.
 DL5898
 DL5898.The orthometric height was determined by differential leveling and
 DL5898.adjusted in February 2011.
 DL5898
 DL5898.No vertical observational check was made to the station.
 DL5898
 DL5898.Photographs are available for this station.
 DL5898
 DL5898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5898
 DL5898.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5898
 DL5898.The ellipsoidal height was determined by GPS observations
 DL5898.and is referenced to NAD 83.
 DL5898
 DL5898.The dynamic height is computed by dividing the NAVD 88
 DL5898.geopotential number by the normal gravity value computed on the
 DL5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5898.degrees latitude (g = 980.6199 gals.).
 DL5898
 DL5898.The modeled gravity was interpolated from observed gravity values.
 DL5898
 DL5898. The following values were computed from the NAD 83(2007) position.
 DL5898
 DL5898;                    North         East     Units Scale Factor Converg.
 DL5898;SPC MN S     -   264,727.841   616,774.781   MT  0.99992231   -1 36 50.6
 DL5898;SPC MN S     -   868,527.93  2,023,535.26   sFT  0.99992231   -1 36 50.6
 DL5898;UTM  14      - 4,926,429.402   714,576.256   MT  1.00016626   +1 53 23.6
 DL5898
 DL5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5898!SPC MN S     -   0.99992204  x   0.99992231  =   0.99984435
 DL5898!UTM  14      -   0.99992204  x   1.00016626  =   1.00008829
 DL5898
 DL5898                          SUPERSEDED SURVEY CONTROL
 DL5898
 DL5898  NAVD 88 (10/23/09)  523.25   (m)         1716.7    (f) LEVELING    3  
 DL5898
 DL5898.Superseded values are not recommended for survey control.
 DL5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5898.See file dsdata.txt to determine how the superseded data were derived.
 DL5898
 DL5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1457626429(NAD 83)
 DL5898
 DL5898_MARKER: DD = SURVEY DISK
 DL5898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5898_STAMPING: 4103 B 2006
 DL5898_MARK LOGO: MNDT  
 DL5898_PROJECTION: RECESSED 5 CENTIMETERS
 DL5898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5898+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5898_ROD/PIPE-DEPTH:  4.6 meters
 DL5898
 DL5898  HISTORY     - Date     Condition        Report By
 DL5898  HISTORY     - 2006     MONUMENTED       MNDT
 DL5898  HISTORY     - 20061010 GOOD             MNDT
 DL5898  HISTORY     - 20090428 GOOD             MNDT
 DL5898
 DL5898                          STATION DESCRIPTION
 DL5898
 DL5898'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5898'THE MARK IS 2.5 MILES (4.0 KM) WEST OF IVANHOE, 2.0 MILES (3.2 KM)
 DL5898'WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5898'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 8.4,
 DL5898'68.8 FEET (21.0 M) SOUTH OF TRUNK HIGHWAY 19, 43.6 FEET (13.3 M) WEST
 DL5898'OF 180TH AVENUE, 6.8 FEET (2.1 M) WEST OF CABLE PEDESTAL NUMMBER 3J2,
 DL5898'1.4 FEET (0.4 M) NORTH OF WITNESS POST.
 DL5898
 DL5898                          STATION RECOVERY (2009)
 DL5898
 DL5898'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5898'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5898'THE MARK IS 2.5 MILES WEST OF IVANHOE, 2.0 MILES WEST ALONG TRUNK
 DL5898'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5898'TRUNK HIGHWAY 19 MILEPOST 8.4, 68.8 FEET SOUTH OF TRUNK HIGHWAY 19,
 DL5898'43.6 FEET WEST OF 180TH AVENUE, 6.8 FEET WEST OF CABLE PEDESTAL NUMBER
 DL5898'3J2, 1.4 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5899 ***********************************************************************
 DL5899  DESIGNATION -  4103 C
 DL5899  PID         -  DL5899
 DL5899  STATE/COUNTY-  MN/LINCOLN
 DL5899  COUNTRY     -  US
 DL5899  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5899
 DL5899                         *CURRENT SURVEY CONTROL
 DL5899  ______________________________________________________________________
 DL5899* NAD 83(2007) POSITION- 44 27 32.40630(N) 096 20 38.71995(W)   ADJUSTED  
 DL5899* NAD 83(2007) ELLIP HT-   510.427 (meters)        (10/23/09)   ADJUSTED
 DL5899* NAD 83(2007) EPOCH   -  2002.00
 DL5899* NAVD 88 ORTHO HEIGHT -   536.317  (meters)    1759.57  (feet) ADJUSTED  
 DL5899  ______________________________________________________________________
 DL5899  NAD 83(2007) X  -   -503,905.259 (meters)                     COMP
 DL5899  NAD 83(2007) Y  - -4,532,338.541 (meters)                     COMP
 DL5899  NAD 83(2007) Z  -  4,444,995.130 (meters)                     COMP
 DL5899  LAPLACE CORR    -         -6.59  (seconds)                    DEFLEC09
 DL5899  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 DL5899  DYNAMIC HEIGHT  -        536.214 (meters)     1759.23  (feet) COMP
 DL5899  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DL5899
 DL5899  HORZ ORDER      -  FIRST
 DL5899  VERT ORDER      -  SECOND    CLASS I
 DL5899  ELLP ORDER      -  FIRST     CLASS II
 DL5899
 DL5899.The horizontal coordinates were established by GPS observations
 DL5899.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5899
 DL5899.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5899.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5899
 DL5899.The horizontal coordinates are valid at the epoch date displayed above
 DL5899.which is a decimal equivalence of Year/Month/Day.
 DL5899
 DL5899.The orthometric height was determined by differential leveling and
 DL5899.adjusted in February 2011.
 DL5899
 DL5899.No vertical observational check was made to the station.
 DL5899
 DL5899.Photographs are available for this station.
 DL5899
 DL5899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5899
 DL5899.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5899
 DL5899.The ellipsoidal height was determined by GPS observations
 DL5899.and is referenced to NAD 83.
 DL5899
 DL5899.The dynamic height is computed by dividing the NAVD 88
 DL5899.geopotential number by the normal gravity value computed on the
 DL5899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5899.degrees latitude (g = 980.6199 gals.).
 DL5899
 DL5899.The modeled gravity was interpolated from observed gravity values.
 DL5899
 DL5899. The following values were computed from the NAD 83(2007) position.
 DL5899
 DL5899;                    North         East     Units Scale Factor Converg.
 DL5899;SPC MN S     -   264,785.997   613,485.104   MT  0.99992231   -1 38 34.9
 DL5899;SPC MN S     -   868,718.73  2,012,742.38   sFT  0.99992231   -1 38 34.9
 DL5899;UTM  14      - 4,926,286.362   711,288.401   MT  1.00014904   +1 51 39.2
 DL5899
 DL5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5899!SPC MN S     -   0.99991997  x   0.99992231  =   0.99984229
 DL5899!UTM  14      -   0.99991997  x   1.00014904  =   1.00006900
 DL5899
 DL5899:                Primary Azimuth Mark                     Grid Az
 DL5899:SPC MN S     -  SHAOKA                                   180 42 37.1
 DL5899:UTM  14      -  SHAOKA                                   177 12 23.0
 DL5899
 DL5899|---------------------------------------------------------------------|
 DL5899| PID    Reference Object                     Distance      Geod. Az  |
 DL5899|                                                           dddmmss.s |
 DL5899| DL5944 SHAOKA                              APPROX. 0.6 KM 1790402.2 |
 DL5899|---------------------------------------------------------------------|
 DL5899
 DL5899                          SUPERSEDED SURVEY CONTROL
 DL5899
 DL5899  NAVD 88 (10/23/09)  536.31   (m)         1759.5    (f) LEVELING    3  
 DL5899
 DL5899.Superseded values are not recommended for survey control.
 DL5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5899.See file dsdata.txt to determine how the superseded data were derived.
 DL5899
 DL5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1128826286(NAD 83)
 DL5899
 DL5899_MARKER: DD = SURVEY DISK
 DL5899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5899_STAMPING: 4103 C 2006
 DL5899_MARK LOGO: MNDT  
 DL5899_PROJECTION: FLUSH
 DL5899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5899+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5899_ROD/PIPE-DEPTH:  6.1 meters
 DL5899
 DL5899  HISTORY     - Date     Condition        Report By
 DL5899  HISTORY     - 2006     MONUMENTED       MNDT
 DL5899  HISTORY     - 20061010 GOOD             MNDT
 DL5899  HISTORY     - 20090428 GOOD             MNDT
 DL5899
 DL5899                          STATION DESCRIPTION
 DL5899
 DL5899'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5899'THE MARK IS 4.5 MILES (7.2 KM) WEST OF IVANHOE, 4.0 MILES (6.4 KM)
 DL5899'WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5899'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 6.35,
 DL5899'76.5 FEET (23.3 M) SOUTH OF TRUNK HIGHWAY 19, 54.1 FEET (16.5 M) WEST
 DL5899'OF 160TH AVENUE, 5.9 FEET (1.8 M) EAST OF FENCE CORNER, 1.5 FEET (0.5
 DL5899'M) NORTH OF WITNESS POST.
 DL5899
 DL5899                          STATION RECOVERY (2009)
 DL5899
 DL5899'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5899'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5899'THE MARK IS 4.5 MILES WEST OF IVANHOE, 4.0 MILES WEST ALONG TRUNK
 DL5899'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5899'TRUNK HIGHWAY 19 MILEPOST 6.35, 76.5 FEET SOUTH OF TRUNK HIGHWAY 19,
 DL5899'54.1 FEET WEST OF 160TH AVENUE, 5.9 FEET EAST OF FENCE CORNER, 1.5
 DL5899'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5900 ***********************************************************************
 DL5900  DESIGNATION -  4103 D
 DL5900  PID         -  DL5900
 DL5900  STATE/COUNTY-  MN/LINCOLN
 DL5900  COUNTRY     -  US
 DL5900  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5900
 DL5900                         *CURRENT SURVEY CONTROL
 DL5900  ______________________________________________________________________
 DL5900* NAD 83(2007) POSITION- 44 27 33.12182(N) 096 21 48.99658(W)   ADJUSTED  
 DL5900* NAD 83(2007) ELLIP HT-   508.818 (meters)        (10/23/09)   ADJUSTED
 DL5900* NAD 83(2007) EPOCH   -  2002.00
 DL5900* NAVD 88 ORTHO HEIGHT -   534.653  (meters)    1754.11  (feet) ADJUSTED  
 DL5900  ______________________________________________________________________
 DL5900  NAD 83(2007) X  -   -505,447.604 (meters)                     COMP
 DL5900  NAD 83(2007) Y  - -4,532,150.076 (meters)                     COMP
 DL5900  NAD 83(2007) Z  -  4,445,009.768 (meters)                     COMP
 DL5900  LAPLACE CORR    -         -6.76  (seconds)                    DEFLEC09
 DL5900  GEOID HEIGHT    -        -25.82  (meters)                     GEOID09
 DL5900  DYNAMIC HEIGHT  -        534.550 (meters)     1753.77  (feet) COMP
 DL5900  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 DL5900
 DL5900  HORZ ORDER      -  FIRST
 DL5900  VERT ORDER      -  SECOND    CLASS I
 DL5900  ELLP ORDER      -  FIRST     CLASS II
 DL5900
 DL5900.The horizontal coordinates were established by GPS observations
 DL5900.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5900
 DL5900.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5900.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5900
 DL5900.The horizontal coordinates are valid at the epoch date displayed above
 DL5900.which is a decimal equivalence of Year/Month/Day.
 DL5900
 DL5900.The orthometric height was determined by differential leveling and
 DL5900.adjusted in February 2011.
 DL5900
 DL5900.No vertical observational check was made to the station.
 DL5900
 DL5900.Photographs are available for this station.
 DL5900
 DL5900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5900
 DL5900.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5900
 DL5900.The ellipsoidal height was determined by GPS observations
 DL5900.and is referenced to NAD 83.
 DL5900
 DL5900.The dynamic height is computed by dividing the NAVD 88
 DL5900.geopotential number by the normal gravity value computed on the
 DL5900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5900.degrees latitude (g = 980.6199 gals.).
 DL5900
 DL5900.The modeled gravity was interpolated from observed gravity values.
 DL5900
 DL5900. The following values were computed from the NAD 83(2007) position.
 DL5900
 DL5900;                    North         East     Units Scale Factor Converg.
 DL5900;SPC MN S     -   264,852.800   611,932.901   MT  0.99992231   -1 39 24.2
 DL5900;SPC MN S     -   868,937.89  2,007,649.86   sFT  0.99992231   -1 39 24.2
 DL5900;UTM  14      - 4,926,258.168   709,734.670   MT  1.00014099   +1 50 49.9
 DL5900
 DL5900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5900!SPC MN S     -   0.99992023  x   0.99992231  =   0.99984254
 DL5900!UTM  14      -   0.99992023  x   1.00014099  =   1.00006120
 DL5900
 DL5900                          SUPERSEDED SURVEY CONTROL
 DL5900
 DL5900  NAVD 88 (10/23/09)  534.65   (m)         1754.1    (f) LEVELING    3  
 DL5900
 DL5900.Superseded values are not recommended for survey control.
 DL5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5900.See file dsdata.txt to determine how the superseded data were derived.
 DL5900
 DL5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0973426258(NAD 83)
 DL5900
 DL5900_MARKER: DD = SURVEY DISK
 DL5900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5900_STAMPING: 4103 D 2006
 DL5900_MARK LOGO: MNDT  
 DL5900_PROJECTION: RECESSED 3 CENTIMETERS
 DL5900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5900+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5900_ROD/PIPE-DEPTH: 12.2 meters
 DL5900
 DL5900  HISTORY     - Date     Condition        Report By
 DL5900  HISTORY     - 2006     MONUMENTED       MNDT
 DL5900  HISTORY     - 20061010 GOOD             MNDT
 DL5900  HISTORY     - 20090428 GOOD             MNDT
 DL5900
 DL5900                          STATION DESCRIPTION
 DL5900
 DL5900'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5900'THE MARK IS 5.5 MILES (8.9 KM) WEST OF IVANHOE, 5.0 MILES (8.0 KM)
 DL5900'WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5900'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 5.35,
 DL5900'132.6 FEET (40.4 M) EAST OF COUNTY ROAD 102, 75.2 FEET (22.9 M) NORTH
 DL5900'OF TRUNK HIGHWAY 19, 1.5 FEET (0.5 M) SOUTH OF WITNESS POST.
 DL5900
 DL5900                          STATION RECOVERY (2009)
 DL5900
 DL5900'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5900'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5900'THE MARK IS 5.5 MILES WEST OF IVANHOE, 5.0 MILES WEST ALONG TRUNK
 DL5900'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5900'TRUNK HIGHWAY 19 MILEPOST 5.35, 132.6 FEET EAST OF COUNTY ROAD 102,
 DL5900'75.2 FEET NORTH OF TRUNK HIGHWAY 19, 1.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5901 ***********************************************************************
 DL5901  DESIGNATION -  4103 E
 DL5901  PID         -  DL5901
 DL5901  STATE/COUNTY-  MN/LINCOLN
 DL5901  COUNTRY     -  US
 DL5901  USGS QUAD   -  LAKE BENTON NW (1967)
 DL5901
 DL5901                         *CURRENT SURVEY CONTROL
 DL5901  ______________________________________________________________________
 DL5901* NAD 83(2007) POSITION- 44 27 31.46827(N) 096 23 03.16856(W)   ADJUSTED  
 DL5901* NAD 83(2007) ELLIP HT-   509.711 (meters)        (10/23/09)   ADJUSTED
 DL5901* NAD 83(2007) EPOCH   -  2002.00
 DL5901* NAVD 88 ORTHO HEIGHT -   535.488  (meters)    1756.85  (feet) ADJUSTED  
 DL5901  ______________________________________________________________________
 DL5901  NAD 83(2007) X  -   -507,081.360 (meters)                     COMP
 DL5901  NAD 83(2007) Y  - -4,532,004.189 (meters)                     COMP
 DL5901  NAD 83(2007) Z  -  4,444,973.960 (meters)                     COMP
 DL5901  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC09
 DL5901  GEOID HEIGHT    -        -25.77  (meters)                     GEOID09
 DL5901  DYNAMIC HEIGHT  -        535.385 (meters)     1756.51  (feet) COMP
 DL5901  MODELED GRAVITY -    980,407.5   (mgal)                       NAVD 88
 DL5901
 DL5901  HORZ ORDER      -  FIRST
 DL5901  VERT ORDER      -  SECOND    CLASS I
 DL5901  ELLP ORDER      -  FIRST     CLASS II
 DL5901
 DL5901.The horizontal coordinates were established by GPS observations
 DL5901.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5901
 DL5901.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5901.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5901
 DL5901.The horizontal coordinates are valid at the epoch date displayed above
 DL5901.which is a decimal equivalence of Year/Month/Day.
 DL5901
 DL5901.The orthometric height was determined by differential leveling and
 DL5901.adjusted in February 2011.
 DL5901
 DL5901.No vertical observational check was made to the station.
 DL5901
 DL5901.Photographs are available for this station.
 DL5901
 DL5901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5901
 DL5901.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5901
 DL5901.The ellipsoidal height was determined by GPS observations
 DL5901.and is referenced to NAD 83.
 DL5901
 DL5901.The dynamic height is computed by dividing the NAVD 88
 DL5901.geopotential number by the normal gravity value computed on the
 DL5901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5901.degrees latitude (g = 980.6199 gals.).
 DL5901
 DL5901.The modeled gravity was interpolated from observed gravity values.
 DL5901
 DL5901. The following values were computed from the NAD 83(2007) position.
 DL5901
 DL5901;                    North         East     Units Scale Factor Converg.
 DL5901;SPC MN S     -   264,849.395   610,292.515   MT  0.99992232   -1 40 16.2
 DL5901;SPC MN S     -   868,926.72  2,002,268.03   sFT  0.99992232   -1 40 16.2
 DL5901;UTM  14      - 4,926,154.491   708,097.208   MT  1.00013258   +1 49 57.9
 DL5901
 DL5901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5901!SPC MN S     -   0.99992009  x   0.99992232  =   0.99984241
 DL5901!UTM  14      -   0.99992009  x   1.00013258  =   1.00005265
 DL5901
 DL5901:                Primary Azimuth Mark                     Grid Az
 DL5901:SPC MN S     -  PETERSON                                 181 37 09.7
 DL5901:UTM  14      -  PETERSON                                 178 06 55.6
 DL5901
 DL5901|---------------------------------------------------------------------|
 DL5901| PID    Reference Object                     Distance      Geod. Az  |
 DL5901|                                                           dddmmss.s |
 DL5901| DL5942 PETERSON                            407.256 METERS 1795653.5 |
 DL5901|---------------------------------------------------------------------|
 DL5901
 DL5901                          SUPERSEDED SURVEY CONTROL
 DL5901
 DL5901  NAVD 88 (10/23/09)  535.48   (m)         1756.8    (f) LEVELING    3  
 DL5901
 DL5901.Superseded values are not recommended for survey control.
 DL5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5901.See file dsdata.txt to determine how the superseded data were derived.
 DL5901
 DL5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0809726154(NAD 83)
 DL5901
 DL5901_MARKER: DD = SURVEY DISK
 DL5901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5901_STAMPING: 4103 E 2006
 DL5901_MARK LOGO: MNDT  
 DL5901_PROJECTION: FLUSH
 DL5901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5901+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2011
 DL5901_ROD/PIPE-DEPTH:  7.6 meters
 DL5901
 DL5901  HISTORY     - Date     Condition        Report By
 DL5901  HISTORY     - 2006     MONUMENTED       MNDT
 DL5901  HISTORY     - 20061010 GOOD             MNDT
 DL5901  HISTORY     - 20090428 GOOD             MNDT
 DL5901  HISTORY     - 20111102 GOOD             DUCKS
 DL5901
 DL5901                          STATION DESCRIPTION
 DL5901
 DL5901'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5901'THE MARK IS 6.5 MILES (10.5 KM) WEST OF IVANHOE, 6.0 MILES (9.7 KM)
 DL5901'NORTH ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5901'TRUNK HIGHWAY 85 IN IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 4.35, 87.4
 DL5901'FEET (26.6 M) SOUTH OF TRUNK HIGHWAY 19, 51.4 FEET (15.7 M) EAST OF
 DL5901'COUNTY ROAD 101, 1.5 FEET (0.5 M) NORTH OF WITNESS POST.
 DL5901
 DL5901                          STATION RECOVERY (2009)
 DL5901
 DL5901'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5901'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5901'THE MARK IS 6.5 MILES WEST OF IVANHOE, 6.0 MILES NORTH ALONG TRUNK
 DL5901'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5901'TRUNK HIGHWAY 19 MILEPOST 4.35, 87.4 FEET SOUTH OF TRUNK HIGHWAY 19,
 DL5901'51.4 FEET EAST OF COUNTY ROAD 101, 1.5 FEET NORTH OF WITNESS POST.
 DL5901
 DL5901                          STATION RECOVERY (2011)
 DL5901
 DL5901'RECOVERY NOTE BY DUCKS UNLIMITED 2011 (GLJ)
 DL5901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5902 ***********************************************************************
 DL5902  DESIGNATION -  4103 F
 DL5902  PID         -  DL5902
 DL5902  STATE/COUNTY-  MN/LINCOLN
 DL5902  COUNTRY     -  US
 DL5902  USGS QUAD   -  LAKE BENTON NW (1967)
 DL5902
 DL5902                         *CURRENT SURVEY CONTROL
 DL5902  ______________________________________________________________________
 DL5902* NAD 83(2007) POSITION- 44 27 29.72929(N) 096 24 16.41613(W)   ADJUSTED  
 DL5902* NAD 83(2007) ELLIP HT-   518.154 (meters)        (10/23/09)   ADJUSTED
 DL5902* NAD 83(2007) EPOCH   -  2002.00
 DL5902* NAVD 88 ORTHO HEIGHT -   543.874  (meters)    1784.36  (feet) ADJUSTED  
 DL5902  ______________________________________________________________________
 DL5902  NAD 83(2007) X  -   -508,695.574 (meters)                     COMP
 DL5902  NAD 83(2007) Y  - -4,531,867.183 (meters)                     COMP
 DL5902  NAD 83(2007) Z  -  4,444,941.558 (meters)                     COMP
 DL5902  LAPLACE CORR    -         -6.87  (seconds)                    DEFLEC09
 DL5902  GEOID HEIGHT    -        -25.71  (meters)                     GEOID09
 DL5902  DYNAMIC HEIGHT  -        543.770 (meters)     1784.02  (feet) COMP
 DL5902  MODELED GRAVITY -    980,409.4   (mgal)                       NAVD 88
 DL5902
 DL5902  HORZ ORDER      -  FIRST
 DL5902  VERT ORDER      -  SECOND    CLASS I
 DL5902  ELLP ORDER      -  FIRST     CLASS II
 DL5902
 DL5902.The horizontal coordinates were established by GPS observations
 DL5902.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5902
 DL5902.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5902.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5902
 DL5902.The horizontal coordinates are valid at the epoch date displayed above
 DL5902.which is a decimal equivalence of Year/Month/Day.
 DL5902
 DL5902.The orthometric height was determined by differential leveling and
 DL5902.adjusted in February 2011.
 DL5902
 DL5902.No vertical observational check was made to the station.
 DL5902
 DL5902.Photographs are available for this station.
 DL5902
 DL5902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5902
 DL5902.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5902
 DL5902.The ellipsoidal height was determined by GPS observations
 DL5902.and is referenced to NAD 83.
 DL5902
 DL5902.The dynamic height is computed by dividing the NAVD 88
 DL5902.geopotential number by the normal gravity value computed on the
 DL5902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5902.degrees latitude (g = 980.6199 gals.).
 DL5902
 DL5902.The modeled gravity was interpolated from observed gravity values.
 DL5902
 DL5902. The following values were computed from the NAD 83(2007) position.
 DL5902
 DL5902;                    North         East     Units Scale Factor Converg.
 DL5902;SPC MN S     -   264,843.166   608,672.464   MT  0.99992232   -1 41 07.5
 DL5902;SPC MN S     -   868,906.29  1,996,952.91   sFT  0.99992232   -1 41 07.5
 DL5902;UTM  14      - 4,926,049.241   706,480.233   MT  1.00012433   +1 49 06.5
 DL5902
 DL5902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5902!SPC MN S     -   0.99991876  x   0.99992232  =   0.99984109
 DL5902!UTM  14      -   0.99991876  x   1.00012433  =   1.00004308
 DL5902
 DL5902                          SUPERSEDED SURVEY CONTROL
 DL5902
 DL5902  NAVD 88 (10/23/09)  543.87   (m)         1784.3    (f) LEVELING    3  
 DL5902
 DL5902.Superseded values are not recommended for survey control.
 DL5902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5902.See file dsdata.txt to determine how the superseded data were derived.
 DL5902
 DL5902_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0648026049(NAD 83)
 DL5902
 DL5902_MARKER: DD = SURVEY DISK
 DL5902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5902_STAMPING: 4103 F 2006
 DL5902_MARK LOGO: MNDT  
 DL5902_PROJECTION: FLUSH
 DL5902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5902+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5902_ROD/PIPE-DEPTH:  6.1 meters
 DL5902
 DL5902  HISTORY     - Date     Condition        Report By
 DL5902  HISTORY     - 2006     MONUMENTED       MNDT
 DL5902  HISTORY     - 20061010 GOOD             MNDT
 DL5902  HISTORY     - 20090428 GOOD             MNDT
 DL5902
 DL5902                          STATION DESCRIPTION
 DL5902
 DL5902'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5902'THE MARK IS 7.5 MILES (12.1 KM) WEST IVANHOE, 7.0 MILES (11.3 KM)
 DL5902'WESTALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5902'HIGHWAY 75 WEST OF IVANHOE TO TRUNK HIGHWAY 19 MILEPOINT 3.35, THENCE
 DL5902'0.05 MILE (0.08 KM) SOUTH ON 130TH AVENUE, 33.6 FEET (10.2 M) EAST OF
 DL5902'130TH AVENUE, 23.8 FEET (7.3 M) NORTH OF FIELD ENTRENCE, 3.2 FEET (1.0
 DL5902'M) SOUTH OF WITNESS POST.
 DL5902
 DL5902                          STATION RECOVERY (2009)
 DL5902
 DL5902'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5902'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5902'THE MARK IS 7.5 MILES WEST IVANHOE, 7.0 MILES WEST ALONG TRUNK HIGHWAY
 DL5902'19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, ON TRUNK
 DL5902'HIGHWAY 19 MILEPOST 3.35, THEN 0.05 MILE SOUTH ON 130TH AVENUE, 33.6
 DL5902'FEET EAST OF 130TH AVENUE, 23.8 FEET NORTH OF FIELD ENTRANCE, 3.2 FEET
 DL5902'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5903 ***********************************************************************
 DL5903  DESIGNATION -  4103 G
 DL5903  PID         -  DL5903
 DL5903  STATE/COUNTY-  MN/LINCOLN
 DL5903  COUNTRY     -  US
 DL5903  USGS QUAD   -  LAKE BENTON NW (1967)
 DL5903
 DL5903                         *CURRENT SURVEY CONTROL
 DL5903  ______________________________________________________________________
 DL5903* NAD 83(2007) POSITION- 44 27 33.18723(N) 096 25 28.92337(W)   ADJUSTED  
 DL5903* NAD 83(2007) ELLIP HT-   521.654 (meters)        (10/23/09)   ADJUSTED
 DL5903* NAD 83(2007) EPOCH   -  2002.00
 DL5903* NAVD 88 ORTHO HEIGHT -   547.320  (meters)    1795.67  (feet) ADJUSTED  
 DL5903  ______________________________________________________________________
 DL5903  NAD 83(2007) X  -   -510,280.520 (meters)                     COMP
 DL5903  NAD 83(2007) Y  - -4,531,616.272 (meters)                     COMP
 DL5903  NAD 83(2007) Z  -  4,445,020.199 (meters)                     COMP
 DL5903  LAPLACE CORR    -         -6.71  (seconds)                    DEFLEC09
 DL5903  GEOID HEIGHT    -        -25.66  (meters)                     GEOID09
 DL5903  DYNAMIC HEIGHT  -        547.217 (meters)     1795.33  (feet) COMP
 DL5903  MODELED GRAVITY -    980,412.3   (mgal)                       NAVD 88
 DL5903
 DL5903  HORZ ORDER      -  FIRST
 DL5903  VERT ORDER      -  SECOND    CLASS I
 DL5903  ELLP ORDER      -  FIRST     CLASS II
 DL5903
 DL5903.The horizontal coordinates were established by GPS observations
 DL5903.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5903
 DL5903.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5903.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5903
 DL5903.The horizontal coordinates are valid at the epoch date displayed above
 DL5903.which is a decimal equivalence of Year/Month/Day.
 DL5903
 DL5903.The orthometric height was determined by differential leveling and
 DL5903.adjusted in February 2011.
 DL5903
 DL5903.No vertical observational check was made to the station.
 DL5903
 DL5903.Photographs are available for this station.
 DL5903
 DL5903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5903
 DL5903.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5903
 DL5903.The ellipsoidal height was determined by GPS observations
 DL5903.and is referenced to NAD 83.
 DL5903
 DL5903.The dynamic height is computed by dividing the NAVD 88
 DL5903.geopotential number by the normal gravity value computed on the
 DL5903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5903.degrees latitude (g = 980.6199 gals.).
 DL5903
 DL5903.The modeled gravity was interpolated from observed gravity values.
 DL5903
 DL5903. The following values were computed from the NAD 83(2007) position.
 DL5903
 DL5903;                    North         East     Units Scale Factor Converg.
 DL5903;SPC MN S     -   264,997.187   607,073.514   MT  0.99992231   -1 41 58.3
 DL5903;SPC MN S     -   869,411.60  1,991,707.02   sFT  0.99992231   -1 41 58.3
 DL5903;UTM  14      - 4,926,105.263   704,874.541   MT  1.00011621   +1 48 15.7
 DL5903
 DL5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5903!SPC MN S     -   0.99991821  x   0.99992231  =   0.99984053
 DL5903!UTM  14      -   0.99991821  x   1.00011621  =   1.00003441
 DL5903
 DL5903                          SUPERSEDED SURVEY CONTROL
 DL5903
 DL5903  NAVD 88 (10/23/09)  547.32   (m)         1795.7    (f) LEVELING    3  
 DL5903
 DL5903.Superseded values are not recommended for survey control.
 DL5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5903.See file dsdata.txt to determine how the superseded data were derived.
 DL5903
 DL5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0487426105(NAD 83)
 DL5903
 DL5903_MARKER: DD = SURVEY DISK
 DL5903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5903_STAMPING: 4103 G 2006
 DL5903_MARK LOGO: MNDT  
 DL5903_PROJECTION: FLUSH
 DL5903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5903+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5903_ROD/PIPE-DEPTH:  6.1 meters
 DL5903
 DL5903  HISTORY     - Date     Condition        Report By
 DL5903  HISTORY     - 2006     MONUMENTED       MNDT
 DL5903  HISTORY     - 20061010 GOOD             MNDT
 DL5903  HISTORY     - 20090428 GOOD             MNDT
 DL5903
 DL5903                          STATION DESCRIPTION
 DL5903
 DL5903'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5903'THE MARK IS 8.5 MILES (13.7 KM) WEST OF IVANHOE, 8.0 MILES (12.9 KM)
 DL5903'WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5903'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 2.35,
 DL5903'171.2 FEET (52.2 M) NORTH OF TRUNK HIGHWAY 19, 75.2 FEET (22.9 M) EAST
 DL5903'OF TRUNK HIGHWAY 271, 4.0 FEET (1.2 M) SOUTH OF RIGHT OF WAY POST, 1.6
 DL5903'FEET (0.5 M) WEST OF WITNESS POST.
 DL5903
 DL5903                          STATION RECOVERY (2009)
 DL5903
 DL5903'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5903'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5903'THE MARK IS 8.5 MILES WEST OF IVANHOE, 8.0 MILES WEST ALONG TRUNK
 DL5903'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5903'TRUNK HIGHWAY 19 MILEPOST 2.35, 171.2 FEET NORTH OF TRUNK HIGHWAY 19,
 DL5903'75.2 FEET EAST OF TRUNK HIGHWAY 271, 4.0 FEET SOUTH OF RIGHT-OF
 DL5903'WAY-POST, 1.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5904 ***********************************************************************
 DL5904  DESIGNATION -  4103 H
 DL5904  PID         -  DL5904
 DL5904  STATE/COUNTY-  MN/LINCOLN
 DL5904  COUNTRY     -  US
 DL5904  USGS QUAD   -  LAKE BENTON NW (1967)
 DL5904
 DL5904                         *CURRENT SURVEY CONTROL
 DL5904  ______________________________________________________________________
 DL5904* NAD 83(2007) POSITION- 44 27 25.56691(N) 096 26 39.93629(W)   ADJUSTED  
 DL5904* NAD 83(2007) ELLIP HT-   530.232 (meters)        (10/23/09)   ADJUSTED
 DL5904* NAD 83(2007) EPOCH   -  2002.00
 DL5904* NAVD 88 ORTHO HEIGHT -   555.846  (meters)    1823.64  (feet) ADJUSTED  
 DL5904  ______________________________________________________________________
 DL5904  NAD 83(2007) X  -   -511,859.816 (meters)                     COMP
 DL5904  NAD 83(2007) Y  - -4,531,610.124 (meters)                     COMP
 DL5904  NAD 83(2007) Z  -  4,444,858.305 (meters)                     COMP
 DL5904  LAPLACE CORR    -         -6.70  (seconds)                    DEFLEC09
 DL5904  GEOID HEIGHT    -        -25.61  (meters)                     GEOID09
 DL5904  DYNAMIC HEIGHT  -        555.743 (meters)     1823.30  (feet) COMP
 DL5904  MODELED GRAVITY -    980,414.2   (mgal)                       NAVD 88
 DL5904
 DL5904  HORZ ORDER      -  FIRST
 DL5904  VERT ORDER      -  SECOND    CLASS I
 DL5904  ELLP ORDER      -  FIRST     CLASS II
 DL5904
 DL5904.The horizontal coordinates were established by GPS observations
 DL5904.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5904
 DL5904.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5904.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5904
 DL5904.The horizontal coordinates are valid at the epoch date displayed above
 DL5904.which is a decimal equivalence of Year/Month/Day.
 DL5904
 DL5904.The orthometric height was determined by differential leveling and
 DL5904.adjusted in February 2011.
 DL5904
 DL5904.No vertical observational check was made to the station.
 DL5904
 DL5904.Photographs are available for this station.
 DL5904
 DL5904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5904
 DL5904.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5904
 DL5904.The ellipsoidal height was determined by GPS observations
 DL5904.and is referenced to NAD 83.
 DL5904
 DL5904.The dynamic height is computed by dividing the NAVD 88
 DL5904.geopotential number by the normal gravity value computed on the
 DL5904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5904.degrees latitude (g = 980.6199 gals.).
 DL5904
 DL5904.The modeled gravity was interpolated from observed gravity values.
 DL5904
 DL5904. The following values were computed from the NAD 83(2007) position.
 DL5904
 DL5904;                    North         East     Units Scale Factor Converg.
 DL5904;SPC MN S     -   264,808.839   605,497.421   MT  0.99992234   -1 42 48.1
 DL5904;SPC MN S     -   868,793.67  1,986,536.12   sFT  0.99992234   -1 42 48.1
 DL5904;UTM  14      - 4,925,820.889   703,312.609   MT  1.00010837   +1 47 25.7
 DL5904
 DL5904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5904!SPC MN S     -   0.99991687  x   0.99992234  =   0.99983921
 DL5904!UTM  14      -   0.99991687  x   1.00010837  =   1.00002523
 DL5904
 DL5904                          SUPERSEDED SURVEY CONTROL
 DL5904
 DL5904  NAVD 88 (10/23/09)  555.84   (m)         1823.6    (f) LEVELING    3  
 DL5904
 DL5904.Superseded values are not recommended for survey control.
 DL5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5904.See file dsdata.txt to determine how the superseded data were derived.
 DL5904
 DL5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0331225820(NAD 83)
 DL5904
 DL5904_MARKER: DD = SURVEY DISK
 DL5904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5904_STAMPING: 4103 H 2006
 DL5904_MARK LOGO: MNDT  
 DL5904_PROJECTION: RECESSED 5 CENTIMETERS
 DL5904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5904+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5904_ROD/PIPE-DEPTH:  6.1 meters
 DL5904
 DL5904  HISTORY     - Date     Condition        Report By
 DL5904  HISTORY     - 2006     MONUMENTED       MNDT
 DL5904  HISTORY     - 20061010 GOOD             MNDT
 DL5904  HISTORY     - 20080818 GOOD             MNDT
 DL5904  HISTORY     - 20090428 GOOD             MNDT
 DL5904
 DL5904                          STATION DESCRIPTION
 DL5904
 DL5904'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5904'THE MARK IS 9.0 MILES (14.5 KM) WEST OF IVANHOE, 9.0 MILES (14.5 KM)
 DL5904'EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5904'TRUNK HIGHWAY 75 IN IVANHOE TO TRUNK HIGHWAY 19 MILEPOINT 1.3, THENCE
 DL5904'0.05 MILE (0.08 KM) NORTH ON 110TH AVENUE, 112.0 FEET (34.1 M)
 DL5904'NORTHWEST OF TRUNK HIGHWAY 19, 34.7 FEET (10.6 M) EAST OF 110TH
 DL5904'AVENUE, 24.0 FEET (7.3 M) SOUTH OF FIELD ENTRENCE, 1.0 FOOT (0.3 M)
 DL5904'NORTH OF WITNESS POST.
 DL5904
 DL5904                          STATION RECOVERY (2008)
 DL5904
 DL5904'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WAS)
 DL5904'RECOVERED AS DESCRIBED.
 DL5904
 DL5904                          STATION RECOVERY (2009)
 DL5904
 DL5904'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5904'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5904'THE MARK IS 9.0 MILES WEST OF IVANHOE, 9.0 MILES EAST ALONG TRUNK
 DL5904'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, TO
 DL5904'TRUNK HIGHWAY 19 MILEPOST 1.3, THEN 0.05 MILE NORTH ON 110TH AVENUE,
 DL5904'112.0 FEET NORTHWEST OF TRUNK HIGHWAY 19, 34.7 FEET EAST OF 110TH
 DL5904'AVENUE, 24.0 FEET SOUTH OF FIELD ENTRANCE, 1.0 FOOT NORTH OF WITNESS
 DL5904'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5905 ***********************************************************************
 DL5905  DESIGNATION -  4103 J
 DL5905  PID         -  DL5905
 DL5905  STATE/COUNTY-  MN/LINCOLN
 DL5905  COUNTRY     -  US
 DL5905  USGS QUAD   -  LAKE BENTON NW (1967)
 DL5905
 DL5905                         *CURRENT SURVEY CONTROL
 DL5905  ______________________________________________________________________
 DL5905* NAD 83(2007) POSITION- 44 26 29.78171(N) 096 27 06.40632(W)   ADJUSTED  
 DL5905* NAD 83(2007) ELLIP HT-   545.517 (meters)        (10/23/09)   ADJUSTED
 DL5905* NAD 83(2007) EPOCH   -  2002.00
 DL5905* NAVD 88 ORTHO HEIGHT -   571.123  (meters)    1873.76  (feet) ADJUSTED  
 DL5905  ______________________________________________________________________
 DL5905  NAD 83(2007) X  -   -512,578.087 (meters)                     COMP
 DL5905  NAD 83(2007) Y  - -4,532,753.529 (meters)                     COMP
 DL5905  NAD 83(2007) Z  -  4,443,639.679 (meters)                     COMP
 DL5905  LAPLACE CORR    -         -6.68  (seconds)                    DEFLEC09
 DL5905  GEOID HEIGHT    -        -25.60  (meters)                     GEOID09
 DL5905  DYNAMIC HEIGHT  -        571.016 (meters)     1873.41  (feet) COMP
 DL5905  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 DL5905
 DL5905  HORZ ORDER      -  FIRST
 DL5905  VERT ORDER      -  SECOND    CLASS I
 DL5905  ELLP ORDER      -  FIRST     CLASS II
 DL5905
 DL5905.The horizontal coordinates were established by GPS observations
 DL5905.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5905
 DL5905.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5905.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5905
 DL5905.The horizontal coordinates are valid at the epoch date displayed above
 DL5905.which is a decimal equivalence of Year/Month/Day.
 DL5905
 DL5905.The orthometric height was determined by differential leveling and
 DL5905.adjusted in February 2011.
 DL5905
 DL5905.No vertical observational check was made to the station.
 DL5905
 DL5905.Photographs are available for this station.
 DL5905
 DL5905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5905
 DL5905.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5905
 DL5905.The ellipsoidal height was determined by GPS observations
 DL5905.and is referenced to NAD 83.
 DL5905
 DL5905.The dynamic height is computed by dividing the NAVD 88
 DL5905.geopotential number by the normal gravity value computed on the
 DL5905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5905.degrees latitude (g = 980.6199 gals.).
 DL5905
 DL5905.The modeled gravity was interpolated from observed gravity values.
 DL5905
 DL5905. The following values were computed from the NAD 83(2007) position.
 DL5905
 DL5905;                    North         East     Units Scale Factor Converg.
 DL5905;SPC MN S     -   263,105.350   604,860.902   MT  0.99992258   -1 43 06.7
 DL5905;SPC MN S     -   863,204.80  1,984,447.81   sFT  0.99992258   -1 43 06.7
 DL5905;UTM  14      - 4,924,081.364   702,781.283   MT  1.00010572   +1 47 05.4
 DL5905
 DL5905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5905!SPC MN S     -   0.99991447  x   0.99992258  =   0.99983706
 DL5905!UTM  14      -   0.99991447  x   1.00010572  =   1.00002018
 DL5905
 DL5905                          SUPERSEDED SURVEY CONTROL
 DL5905
 DL5905  NAVD 88 (10/23/09)  571.12   (m)         1873.7    (f) LEVELING    3  
 DL5905
 DL5905.Superseded values are not recommended for survey control.
 DL5905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5905.See file dsdata.txt to determine how the superseded data were derived.
 DL5905
 DL5905_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ0278124081(NAD 83)
 DL5905
 DL5905_MARKER: DD = SURVEY DISK
 DL5905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5905_STAMPING: 4103 J 2006
 DL5905_MARK LOGO: MNDT  
 DL5905_PROJECTION: RECESSED 3 CENTIMETERS
 DL5905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5905+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5905_ROD/PIPE-DEPTH:  7.6 meters
 DL5905
 DL5905  HISTORY     - Date     Condition        Report By
 DL5905  HISTORY     - 2006     MONUMENTED       MNDT
 DL5905  HISTORY     - 20061010 GOOD             MNDT
 DL5905  HISTORY     - 20090428 GOOD             MNDT
 DL5905
 DL5905                          STATION DESCRIPTION
 DL5905
 DL5905'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5905'THE MARK IS 9.0 MILES (14.5 KM) WEST OF IVANHOE, 10.5 MILES (16.9 KM)
 DL5905'WEST AND SOUTH ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY
 DL5905'19 AND TRUNK HIGHWAY 75 IN IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5905'0.00, 76.5 FEET (23.3 M) NORTH OF TRUNK HIGHWAY 19, 51.0 FEET (15.5 M)
 DL5905'EAST OF SOUTH DAKOTA MINNESOTA STATE LINE ROAD, 39.3 FEET (12.0 M)
 DL5905'EAST OF FENCE CORNER, 1.0 FOOT (0.3 M) SOUTH OF WITNESS POST.
 DL5905
 DL5905                          STATION RECOVERY (2009)
 DL5905
 DL5905'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5905'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5905'THE MARK IS 10.2 MILES WEST OF IVANHOE, 10.5 MILES WEST AND SOUTH
 DL5905'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5905'HIGHWAY 75, AT TRUNK HIGHWAY 19 MILEPOST 0.00, 76.5 FEET NORTH OF
 DL5905'TRUNK HIGHWAY 19, 51.0 FEET EAST OF SOUTH DAKOTA MINNESOTA STATE LINE
 DL5905'ROAD, 39.3 FEET EAST OF FENCE CORNER, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4456 ***********************************************************************
 DM4456  DESIGNATION -  4103 K
 DM4456  PID         -  DM4456
 DM4456  STATE/COUNTY-  MN/LINCOLN
 DM4456  COUNTRY     -  US
 DM4456  USGS QUAD   -  LAKE BENTON NW (1967)
 DM4456
 DM4456                         *CURRENT SURVEY CONTROL
 DM4456  ______________________________________________________________________
 DM4456* NAD 83(1986) POSITION- 44 27 32.     (N) 096 26 07.     (W)   SCALED    
 DM4456* NAVD 88 ORTHO HEIGHT -   549.953  (meters)    1804.30  (feet) ADJUSTED  
 DM4456  ______________________________________________________________________
 DM4456  GEOID HEIGHT    -        -25.63  (meters)                     GEOID09
 DM4456  DYNAMIC HEIGHT  -        549.850 (meters)     1803.97  (feet) COMP
 DM4456  MODELED GRAVITY -    980,413.5   (mgal)                       NAVD 88
 DM4456
 DM4456  VERT ORDER      -  SECOND    CLASS I
 DM4456
 DM4456.The horizontal coordinates were scaled from a topographic map and have
 DM4456.an estimated accuracy of +/- 6 seconds.
 DM4456.
 DM4456.The orthometric height was determined by differential leveling and
 DM4456.adjusted in March 2011.
 DM4456
 DM4456.No vertical observational check was made to the station.
 DM4456
 DM4456.The dynamic height is computed by dividing the NAVD 88
 DM4456.geopotential number by the normal gravity value computed on the
 DM4456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4456.degrees latitude (g = 980.6199 gals.).
 DM4456
 DM4456.The modeled gravity was interpolated from observed gravity values.
 DM4456
 DM4456;                    North         East    Units  Estimated Accuracy
 DM4456;SPC MN S     -   264,990.      606,230.      MT  (+/- 180 meters Scaled)
 DM4456
 DM4456                          SUPERSEDED SURVEY CONTROL
 DM4456
 DM4456.No superseded survey control is available for this station.
 DM4456
 DM4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ040260(NAD 83)
 DM4456
 DM4456_MARKER: DD = SURVEY DISK
 DM4456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4456_STAMPING: 4103 K 2007
 DM4456_MARK LOGO: MNDT  
 DM4456_PROJECTION: FLUSH
 DM4456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4456+STABILITY: SURFACE MOTION
 DM4456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4456+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4456
 DM4456  HISTORY     - Date     Condition        Report By
 DM4456  HISTORY     - 2007     MONUMENTED       MNDT
 DM4456
 DM4456                          STATION DESCRIPTION
 DM4456
 DM4456'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4456'THE MARK IS 4.0 MI (6.4 KM) SOUTH OF HENDRICKS, 0.50 MI (0.8 KM) WEST
 DM4456'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DM4456'HIGHWAY 271 AT TRUNK HIGHWAY 19 MILE POINT 1.80.
 DM4456' 
 DM4456'IT IS 65 FT (19.8 M) NORTH OF TRUNK HIGHWAY 19, 63 FT (19.2 M) WEST OF
 DM4456'WEATHER STATION TOWER, 17 FT (5.2 M) SOUTH OF POWER POLE, IN CONCRETE
 DM4456'BASE OF VRS ON SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5906 ***********************************************************************
 DL5906  DESIGNATION -  4104 A
 DL5906  PID         -  DL5906
 DL5906  STATE/COUNTY-  MN/LINCOLN
 DL5906  COUNTRY     -  US
 DL5906  USGS QUAD   -  GISLASON LAKE (1963)
 DL5906
 DL5906                         *CURRENT SURVEY CONTROL
 DL5906  ______________________________________________________________________
 DL5906* NAD 83(2007) POSITION- 44 26 39.26826(N) 096 05 58.73180(W)   ADJUSTED  
 DL5906* NAD 83(2007) ELLIP HT-   464.969 (meters)        (10/23/09)   ADJUSTED
 DL5906* NAD 83(2007) EPOCH   -  2002.00
 DL5906* NAVD 88 ORTHO HEIGHT -   491.393  (meters)    1612.18  (feet) ADJUSTED  
 DL5906  ______________________________________________________________________
 DL5906  NAD 83(2007) X  -   -484,683.017 (meters)                     COMP
 DL5906  NAD 83(2007) Y  - -4,535,557.068 (meters)                     COMP
 DL5906  NAD 83(2007) Z  -  4,443,792.355 (meters)                     COMP
 DL5906  LAPLACE CORR    -         -5.24  (seconds)                    DEFLEC09
 DL5906  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DL5906  DYNAMIC HEIGHT  -        491.299 (meters)     1611.87  (feet) COMP
 DL5906  MODELED GRAVITY -    980,411.4   (mgal)                       NAVD 88
 DL5906
 DL5906  HORZ ORDER      -  FIRST
 DL5906  VERT ORDER      -  SECOND    CLASS I
 DL5906  ELLP ORDER      -  FIRST     CLASS II
 DL5906
 DL5906.The horizontal coordinates were established by GPS observations
 DL5906.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5906
 DL5906.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5906.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5906
 DL5906.The horizontal coordinates are valid at the epoch date displayed above
 DL5906.which is a decimal equivalence of Year/Month/Day.
 DL5906
 DL5906.The orthometric height was determined by differential leveling and
 DL5906.adjusted in February 2011.
 DL5906
 DL5906.Photographs are available for this station.
 DL5906
 DL5906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5906
 DL5906.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5906
 DL5906.The ellipsoidal height was determined by GPS observations
 DL5906.and is referenced to NAD 83.
 DL5906
 DL5906.The dynamic height is computed by dividing the NAVD 88
 DL5906.geopotential number by the normal gravity value computed on the
 DL5906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5906.degrees latitude (g = 980.6199 gals.).
 DL5906
 DL5906.The modeled gravity was interpolated from observed gravity values.
 DL5906
 DL5906. The following values were computed from the NAD 83(2007) position.
 DL5906
 DL5906;                    North         East     Units Scale Factor Converg.
 DL5906;SPC MN S     -   262,617.781   632,888.194   MT  0.99992254   -1 28 18.1
 DL5906;SPC MN S     -   861,605.17  2,076,400.68   sFT  0.99992254   -1 28 18.1
 DL5906;UTM  14      - 4,925,307.705   730,793.168   MT  1.00025510   +2 01 54.3
 DL5906
 DL5906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5906!SPC MN S     -   0.99992710  x   0.99992254  =   0.99984965
 DL5906!UTM  14      -   0.99992710  x   1.00025510  =   1.00018218
 DL5906
 DL5906                          SUPERSEDED SURVEY CONTROL
 DL5906
 DL5906  NAVD 88 (10/23/09)  491.39   (m)         1612.2    (f) LEVELING    3  
 DL5906
 DL5906.Superseded values are not recommended for survey control.
 DL5906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5906.See file dsdata.txt to determine how the superseded data were derived.
 DL5906
 DL5906_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3079325307(NAD 83)
 DL5906
 DL5906_MARKER: DD = SURVEY DISK
 DL5906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5906_STAMPING: 4104 A 2006
 DL5906_MARK LOGO: MNDT  
 DL5906_PROJECTION: FLUSH
 DL5906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5906+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5906_ROD/PIPE-DEPTH:  7.6 meters
 DL5906
 DL5906  HISTORY     - Date     Condition        Report By
 DL5906  HISTORY     - 2006     MONUMENTED       MNDT
 DL5906  HISTORY     - 20061012 GOOD             MNDT
 DL5906  HISTORY     - 20090428 GOOD             MNDT
 DL5906
 DL5906                          STATION DESCRIPTION
 DL5906
 DL5906'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5906'THE MARK IS 8.0 MILES (12.9 KM) EAST OF IVANHOE, 9.0 MILES (14.5 KM)
 DL5906'EAST AND SOUTH ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY
 DL5906'19 AND TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5906'19.3, 73.7 FEET (22.5 M) NORTH OF TRUNK HIGHWAY 19, 38.8 FEET (11.8 M)
 DL5906'EAST OF 280TH AVENUE, 1.7 FEET (0.5 M) SOUTH OF WITNESS POST.
 DL5906
 DL5906                          STATION RECOVERY (2009)
 DL5906
 DL5906'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5906'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5906'THE MARK IS 8.0 MILES EAST OF IVANHOE, 8.8 MILES EAST AND SOUTH ALONG
 DL5906'TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY
 DL5906'75, AT TRUNK HIGHWAY 19 MILEPOST 19.3, 73.7 FEET NORTH OF TRUNK
 DL5906'HIGHWAY 19, 38.8 FEET EAST OF 280TH AVENUE, 1.7 FEET SOUTH OF WITNESS
 DL5906'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6812 ***********************************************************************
 DL6812  DESIGNATION -  4104 B
 DL6812  PID         -  DL6812
 DL6812  STATE/COUNTY-  MN/LINCOLN
 DL6812  COUNTRY     -  US
 DL6812  USGS QUAD   -  GISLASON LAKE (1963)
 DL6812
 DL6812                         *CURRENT SURVEY CONTROL
 DL6812  ______________________________________________________________________
 DL6812* NAD 83(2007) POSITION- 44 27 33.16901(N) 096 07 14.73062(W)   ADJUSTED  
 DL6812* NAD 83(2007) ELLIP HT-   449.601 (meters)        (10/23/09)   ADJUSTED
 DL6812* NAD 83(2007) EPOCH   -  2002.00
 DL6812* NAVD 88 ORTHO HEIGHT -   475.991  (meters)    1561.65  (feet) ADJUSTED  
 DL6812  ______________________________________________________________________
 DL6812  NAD 83(2007) X  -   -486,228.711 (meters)                     COMP
 DL6812  NAD 83(2007) Y  - -4,534,208.689 (meters)                     COMP
 DL6812  NAD 83(2007) Z  -  4,444,969.332 (meters)                     COMP
 DL6812  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC09
 DL6812  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DL6812  DYNAMIC HEIGHT  -        475.899 (meters)     1561.35  (feet) COMP
 DL6812  MODELED GRAVITY -    980,410.8   (mgal)                       NAVD 88
 DL6812
 DL6812  HORZ ORDER      -  FIRST
 DL6812  VERT ORDER      -  SECOND    CLASS I
 DL6812  ELLP ORDER      -  FIRST     CLASS II
 DL6812
 DL6812.The horizontal coordinates were established by GPS observations
 DL6812.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL6812
 DL6812.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL6812.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL6812
 DL6812.The horizontal coordinates are valid at the epoch date displayed above
 DL6812.which is a decimal equivalence of Year/Month/Day.
 DL6812
 DL6812.The orthometric height was determined by differential leveling and
 DL6812.adjusted in February 2011.
 DL6812
 DL6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL6812
 DL6812.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL6812
 DL6812.The ellipsoidal height was determined by GPS observations
 DL6812.and is referenced to NAD 83.
 DL6812
 DL6812.The dynamic height is computed by dividing the NAVD 88
 DL6812.geopotential number by the normal gravity value computed on the
 DL6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6812.degrees latitude (g = 980.6199 gals.).
 DL6812
 DL6812.The modeled gravity was interpolated from observed gravity values.
 DL6812
 DL6812. The following values were computed from the NAD 83(2007) position.
 DL6812
 DL6812;                    North         East     Units Scale Factor Converg.
 DL6812;SPC MN S     -   264,324.220   631,251.510   MT  0.99992231   -1 29 11.4
 DL6812;SPC MN S     -   867,203.71  2,071,031.00   sFT  0.99992231   -1 29 11.4
 DL6812;UTM  14      - 4,926,911.456   729,054.687   MT  1.00024527   +2 01 03.0
 DL6812
 DL6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL6812!SPC MN S     -   0.99992951  x   0.99992231  =   0.99985182
 DL6812!UTM  14      -   0.99992951  x   1.00024527  =   1.00017476
 DL6812
 DL6812                          SUPERSEDED SURVEY CONTROL
 DL6812
 DL6812  NAVD 88 (10/23/09)  475.98   (m)         1561.6    (f) LEVELING    3  
 DL6812
 DL6812.Superseded values are not recommended for survey control.
 DL6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL6812.See file dsdata.txt to determine how the superseded data were derived.
 DL6812
 DL6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2905426911(NAD 83)
 DL6812
 DL6812_MARKER: DD = SURVEY DISK
 DL6812_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6812_STAMPING: 4104 B 2006
 DL6812_MARK LOGO: MNDT  
 DL6812_PROJECTION: FLUSH
 DL6812_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6812+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL6812_ROD/PIPE-DEPTH:  4.6 meters
 DL6812
 DL6812  HISTORY     - Date     Condition        Report By
 DL6812  HISTORY     - 2006     MONUMENTED       MNDT
 DL6812  HISTORY     - 20090428 GOOD             MNDT
 DL6812
 DL6812                          STATION DESCRIPTION
 DL6812
 DL6812'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6812'THE MARK IS 6.5 MILES (10.5 KM) EAST OF IVANHOE, 6.9 MILES (11.1 KM)
 DL6812'EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL6812'TRUNK HIGHWAY 75 WEST OF IVANHOE, THENCE 0.15 MILES (0.24 KM) EAST ON
 DL6812'280TH STREET, AT TRUNK HIGHWAY 19 MILEPOINT 17.25, 94.6 FEET (28.8 M)
 DL6812'SOUTH OF 280TH STREET, 52.6 FEET (16.0 M) WEST OF COUNTY ROAD 8, 39.7
 DL6812'FEET (12.1 M) SOUTH OF CABLE PEDESTAL NUMBER 12J1, 1.3 FEET (0.4 M)
 DL6812'EAST OF WITNESS POST.
 DL6812
 DL6812                          STATION RECOVERY (2009)
 DL6812
 DL6812'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL6812'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL6812'THE MARK IS 6.5 MILES EAST OF IVANHOE, 6.9 MILES EAST ALONG TRUNK
 DL6812'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75,
 DL6812'THEN 0.15 MILE EAST ON 280TH STREET, AT TRUNK HIGHWAY 19 MILEPOST
 DL6812'17.25, 94.6 FEET SOUTH OF 280TH STREET, 52.6 FEET WEST OF COUNTY ROAD
 DL6812'8, 39.7 FEET SOUTH OF CABLE PEDESTAL NUMBER 12J1, 1.3 FEET EAST OF
 DL6812'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5908 ***********************************************************************
 DL5908  DESIGNATION -  4104 C
 DL5908  PID         -  DL5908
 DL5908  STATE/COUNTY-  MN/LINCOLN
 DL5908  COUNTRY     -  US
 DL5908  USGS QUAD   -  ARCO (1963)
 DL5908
 DL5908                         *CURRENT SURVEY CONTROL
 DL5908  ______________________________________________________________________
 DL5908* NAD 83(2007) POSITION- 44 27 33.92666(N) 096 08 26.88421(W)   ADJUSTED  
 DL5908* NAD 83(2007) ELLIP HT-   467.441 (meters)        (10/23/09)   ADJUSTED
 DL5908* NAD 83(2007) EPOCH   -  2002.00
 DL5908* NAVD 88 ORTHO HEIGHT -   493.790  (meters)    1620.04  (feet) ADJUSTED  
 DL5908  ______________________________________________________________________
 DL5908  NAD 83(2007) X  -   -487,814.405 (meters)                     COMP
 DL5908  NAD 83(2007) Y  - -4,534,034.697 (meters)                     COMP
 DL5908  NAD 83(2007) Z  -  4,444,998.520 (meters)                     COMP
 DL5908  LAPLACE CORR    -         -5.61  (seconds)                    DEFLEC09
 DL5908  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DL5908  DYNAMIC HEIGHT  -        493.695 (meters)     1619.73  (feet) COMP
 DL5908  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 DL5908
 DL5908  HORZ ORDER      -  FIRST
 DL5908  VERT ORDER      -  SECOND    CLASS I
 DL5908  ELLP ORDER      -  FIRST     CLASS II
 DL5908
 DL5908.The horizontal coordinates were established by GPS observations
 DL5908.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5908
 DL5908.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5908.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5908
 DL5908.The horizontal coordinates are valid at the epoch date displayed above
 DL5908.which is a decimal equivalence of Year/Month/Day.
 DL5908
 DL5908.The orthometric height was determined by differential leveling and
 DL5908.adjusted in February 2011.
 DL5908
 DL5908.Photographs are available for this station.
 DL5908
 DL5908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5908
 DL5908.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5908
 DL5908.The ellipsoidal height was determined by GPS observations
 DL5908.and is referenced to NAD 83.
 DL5908
 DL5908.The dynamic height is computed by dividing the NAVD 88
 DL5908.geopotential number by the normal gravity value computed on the
 DL5908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5908.degrees latitude (g = 980.6199 gals.).
 DL5908
 DL5908.The modeled gravity was interpolated from observed gravity values.
 DL5908
 DL5908. The following values were computed from the NAD 83(2007) position.
 DL5908
 DL5908;                    North         East     Units Scale Factor Converg.
 DL5908;SPC MN S     -   264,389.167   629,657.693   MT  0.99992231   -1 30 02.0
 DL5908;SPC MN S     -   867,416.79  2,065,801.95   sFT  0.99992231   -1 30 02.0
 DL5908;UTM  14      - 4,926,878.861   727,459.372   MT  1.00023631   +2 00 12.4
 DL5908
 DL5908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5908!SPC MN S     -   0.99992671  x   0.99992231  =   0.99984903
 DL5908!UTM  14      -   0.99992671  x   1.00023631  =   1.00016300
 DL5908
 DL5908|---------------------------------------------------------------------|
 DL5908| PID    Reference Object                     Distance      Geod. Az  |
 DL5908|                                                           dddmmss.s |
 DL5908| DL5943 ROST                                259.988 METERS 18142     |
 DL5908|---------------------------------------------------------------------|
 DL5908
 DL5908                          SUPERSEDED SURVEY CONTROL
 DL5908
 DL5908  NAVD 88 (10/23/09)  493.78   (m)         1620.0    (f) LEVELING    3  
 DL5908
 DL5908.Superseded values are not recommended for survey control.
 DL5908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5908.See file dsdata.txt to determine how the superseded data were derived.
 DL5908
 DL5908_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2745926878(NAD 83)
 DL5908
 DL5908_MARKER: DD = SURVEY DISK
 DL5908_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5908_STAMPING: 4104 C 2006
 DL5908_MARK LOGO: MNDT  
 DL5908_PROJECTION: FLUSH
 DL5908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5908+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5908_ROD/PIPE-DEPTH:  4.6 meters
 DL5908
 DL5908  HISTORY     - Date     Condition        Report By
 DL5908  HISTORY     - 2006     MONUMENTED       MNDT
 DL5908  HISTORY     - 20061010 GOOD             MNDT
 DL5908  HISTORY     - 20090428 GOOD             MNDT
 DL5908
 DL5908                          STATION DESCRIPTION
 DL5908
 DL5908'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5908'THE MARK IS 5.5 MILES (8.9 KM) EAST OF IVANHOE, 6.0 MILES (9.7 KM)
 DL5908'EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5908'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 16.4,
 DL5908'67.7 FEET (20.6 M) SOUTH OF TRUNK HIGHWAY 19, 26.6 FEET (8.1 M) EAST
 DL5908'OF 260TH AVENUE, 1.2 FEET (0.4 M) NORTH OF WITNESS POST.
 DL5908
 DL5908                          STATION RECOVERY (2009)
 DL5908
 DL5908'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5908'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5908'THE MARK IS 5.5 MILES EAST OF IVANHOE, 6.0 MILES EAST ALONG TRUNK
 DL5908'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5908'TRUNK HIGHWAY 19 MILEPOST 16.4, 67.7 FEET SOUTH OF TRUNK HIGHWAY 19,
 DL5908'26.6 FEET EAST OF 260TH AVENUE, 1.2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5909 ***********************************************************************
 DL5909  DESIGNATION -  4104 D
 DL5909  PID         -  DL5909
 DL5909  STATE/COUNTY-  MN/LINCOLN
 DL5909  COUNTRY     -  US
 DL5909  USGS QUAD   -  ARCO (1963)
 DL5909
 DL5909                         *CURRENT SURVEY CONTROL
 DL5909  ______________________________________________________________________
 DL5909* NAD 83(2007) POSITION- 44 27 33.07269(N) 096 09 39.95818(W)   ADJUSTED  
 DL5909* NAD 83(2007) ELLIP HT-   466.585 (meters)        (10/23/09)   ADJUSTED
 DL5909* NAD 83(2007) EPOCH   -  2002.00
 DL5909* NAVD 88 ORTHO HEIGHT -   492.889  (meters)    1617.09  (feet) ADJUSTED  
 DL5909  ______________________________________________________________________
 DL5909  NAD 83(2007) X  -   -489,422.575 (meters)                     COMP
 DL5909  NAD 83(2007) Y  - -4,533,879.343 (meters)                     COMP
 DL5909  NAD 83(2007) Z  -  4,444,979.105 (meters)                     COMP
 DL5909  LAPLACE CORR    -         -5.55  (seconds)                    DEFLEC09
 DL5909  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 DL5909  DYNAMIC HEIGHT  -        492.793 (meters)     1616.77  (feet) COMP
 DL5909  MODELED GRAVITY -    980,408.8   (mgal)                       NAVD 88
 DL5909
 DL5909  HORZ ORDER      -  FIRST
 DL5909  VERT ORDER      -  SECOND    CLASS I
 DL5909  ELLP ORDER      -  FIRST     CLASS II
 DL5909
 DL5909.The horizontal coordinates were established by GPS observations
 DL5909.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5909
 DL5909.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5909.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5909
 DL5909.The horizontal coordinates are valid at the epoch date displayed above
 DL5909.which is a decimal equivalence of Year/Month/Day.
 DL5909
 DL5909.The orthometric height was determined by differential leveling and
 DL5909.adjusted in February 2011.
 DL5909
 DL5909.Photographs are available for this station.
 DL5909
 DL5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5909
 DL5909.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5909
 DL5909.The ellipsoidal height was determined by GPS observations
 DL5909.and is referenced to NAD 83.
 DL5909
 DL5909.The dynamic height is computed by dividing the NAVD 88
 DL5909.geopotential number by the normal gravity value computed on the
 DL5909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5909.degrees latitude (g = 980.6199 gals.).
 DL5909
 DL5909.The modeled gravity was interpolated from observed gravity values.
 DL5909
 DL5909. The following values were computed from the NAD 83(2007) position.
 DL5909
 DL5909;                    North         East     Units Scale Factor Converg.
 DL5909;SPC MN S     -   264,405.319   628,042.245   MT  0.99992231   -1 30 53.2
 DL5909;SPC MN S     -   867,469.78  2,060,501.93   sFT  0.99992231   -1 30 53.2
 DL5909;UTM  14      - 4,926,796.224   725,845.457   MT  1.00022731   +1 59 21.1
 DL5909
 DL5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5909!SPC MN S     -   0.99992685  x   0.99992231  =   0.99984916
 DL5909!UTM  14      -   0.99992685  x   1.00022731  =   1.00015414
 DL5909
 DL5909                          SUPERSEDED SURVEY CONTROL
 DL5909
 DL5909  NAVD 88 (10/23/09)  492.88   (m)         1617.1    (f) LEVELING    3  
 DL5909
 DL5909.Superseded values are not recommended for survey control.
 DL5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5909.See file dsdata.txt to determine how the superseded data were derived.
 DL5909
 DL5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2584526796(NAD 83)
 DL5909
 DL5909_MARKER: DD = SURVEY DISK
 DL5909_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5909_STAMPING: 4104 D 2006
 DL5909_MARK LOGO: MNDT  
 DL5909_PROJECTION: FLUSH
 DL5909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5909+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5909_ROD/PIPE-DEPTH:  6.1 meters
 DL5909
 DL5909  HISTORY     - Date     Condition        Report By
 DL5909  HISTORY     - 2006     MONUMENTED       MNDT
 DL5909  HISTORY     - 20061012 GOOD             MNDT
 DL5909  HISTORY     - 20090428 GOOD             MNDT
 DL5909
 DL5909                          STATION DESCRIPTION
 DL5909
 DL5909'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5909'THE MARK IS 4.5 MILES (7.2 KM) EAST OF IVANHOE, 5.0 MILES (8.0 KM0
 DL5909'EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5909'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 15.4,
 DL5909'0.05 MILE (0.08 KM) SOUTH OF TRUNK HIGHWAY 19, 33.8 FEET (10.3 M) EAST
 DL5909'OF 250TH AVENUE, 1.4 FEET (0.4 M) WEST OF WITNESS POST.
 DL5909
 DL5909                          STATION RECOVERY (2009)
 DL5909
 DL5909'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5909'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5909'THE MARK IS 4.5 MILES EAST OF IVANHOE, 5.0 MILES EAST ALONG TRUNK
 DL5909'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5909'TRUNK HIGHWAY 19 MILEPOST 15.4, 0.05 MILE SOUTH OF TRUNK HIGHWAY 19,
 DL5909'33.8 FEET EAST OF 250TH AVENUE, 1.4 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5910 ***********************************************************************
 DL5910  DESIGNATION -  4104 E
 DL5910  PID         -  DL5910
 DL5910  STATE/COUNTY-  MN/LINCOLN
 DL5910  COUNTRY     -  US
 DL5910  USGS QUAD   -  ARCO (1963)
 DL5910
 DL5910                         *CURRENT SURVEY CONTROL
 DL5910  ______________________________________________________________________
 DL5910* NAD 83(2007) POSITION- 44 27 34.67980(N) 096 10 52.74093(W)   ADJUSTED  
 DL5910* NAD 83(2007) ELLIP HT-   467.111 (meters)        (10/23/09)   ADJUSTED
 DL5910* NAD 83(2007) EPOCH   -  2002.00
 DL5910* NAVD 88 ORTHO HEIGHT -   493.371  (meters)    1618.67  (feet) ADJUSTED  
 DL5910  ______________________________________________________________________
 DL5910  NAD 83(2007) X  -   -491,018.671 (meters)                     COMP
 DL5910  NAD 83(2007) Y  - -4,533,672.191 (meters)                     COMP
 DL5910  NAD 83(2007) Z  -  4,445,014.883 (meters)                     COMP
 DL5910  LAPLACE CORR    -         -5.60  (seconds)                    DEFLEC09
 DL5910  GEOID HEIGHT    -        -26.26  (meters)                     GEOID09
 DL5910  DYNAMIC HEIGHT  -        493.275 (meters)     1618.35  (feet) COMP
 DL5910  MODELED GRAVITY -    980,409.8   (mgal)                       NAVD 88
 DL5910
 DL5910  HORZ ORDER      -  FIRST
 DL5910  VERT ORDER      -  SECOND    CLASS I
 DL5910  ELLP ORDER      -  FIRST     CLASS II
 DL5910
 DL5910.The horizontal coordinates were established by GPS observations
 DL5910.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5910
 DL5910.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5910.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5910
 DL5910.The horizontal coordinates are valid at the epoch date displayed above
 DL5910.which is a decimal equivalence of Year/Month/Day.
 DL5910
 DL5910.The orthometric height was determined by differential leveling and
 DL5910.adjusted in February 2011.
 DL5910
 DL5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5910
 DL5910.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5910
 DL5910.The ellipsoidal height was determined by GPS observations
 DL5910.and is referenced to NAD 83.
 DL5910
 DL5910.The dynamic height is computed by dividing the NAVD 88
 DL5910.geopotential number by the normal gravity value computed on the
 DL5910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5910.degrees latitude (g = 980.6199 gals.).
 DL5910
 DL5910.The modeled gravity was interpolated from observed gravity values.
 DL5910
 DL5910. The following values were computed from the NAD 83(2007) position.
 DL5910
 DL5910;                    North         East     Units Scale Factor Converg.
 DL5910;SPC MN S     -   264,497.633   626,435.256   MT  0.99992231   -1 31 44.2
 DL5910;SPC MN S     -   867,772.65  2,055,229.67   sFT  0.99992231   -1 31 44.2
 DL5910;UTM  14      - 4,926,790.148   724,235.347   MT  1.00021840   +1 58 30.2
 DL5910
 DL5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5910!SPC MN S     -   0.99992676  x   0.99992231  =   0.99984908
 DL5910!UTM  14      -   0.99992676  x   1.00021840  =   1.00014515
 DL5910
 DL5910                          SUPERSEDED SURVEY CONTROL
 DL5910
 DL5910  NAVD 88 (10/23/09)  493.36   (m)         1618.6    (f) LEVELING    3  
 DL5910
 DL5910.Superseded values are not recommended for survey control.
 DL5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5910.See file dsdata.txt to determine how the superseded data were derived.
 DL5910
 DL5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2423526790(NAD 83)
 DL5910
 DL5910_MARKER: DD = SURVEY DISK
 DL5910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5910_STAMPING: 4104 E 2006
 DL5910_MARK LOGO: MNDT  
 DL5910_PROJECTION: FLUSH
 DL5910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5910+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5910_ROD/PIPE-DEPTH:  7.6 meters
 DL5910
 DL5910  HISTORY     - Date     Condition        Report By
 DL5910  HISTORY     - 2006     MONUMENTED       MNDT
 DL5910  HISTORY     - 20061010 GOOD             MNDT
 DL5910  HISTORY     - 20090428 GOOD             MNDT
 DL5910
 DL5910                          STATION DESCRIPTION
 DL5910
 DL5910'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5910'THE MARK IS 3.5 MILES (5.6 KM) EAST OF IVANHOE, 4.0 MILES (6.4 KM)
 DL5910'EAST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL5910'TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 14.4,
 DL5910'96.4 FEET (29.4 M) SOUTH OF TRUNK HIGHWAY 19, 64.6 FEET (19.7 M) EAST
 DL5910'OF COUNTY ROAD 7, 12.3 FEET (3.7 M) SOUTH OF ENTRENCE TO STATE WILD
 DL5910'LIFE MANAGEMENT AREA, 1.6 FEET (0.5 M) NORTH OF WITNESS POST.
 DL5910
 DL5910                          STATION RECOVERY (2009)
 DL5910
 DL5910'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5910'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5910'THE MARK IS 3.5 MILES EAST OF IVANHOE, 4.0 MILES EAST ALONG TRUNK
 DL5910'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75 WEST
 DL5910'OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOST 14.4, 96.4 FEET SOUTH OF
 DL5910'TRUNK HIGHWAY 19, 64.6 FEET EAST OF COUNTY ROAD 7, 12.3 FEET SOUTH OF
 DL5910'ENTRANCE TO STATE WILD LIFE MANAGEMENT AREA, 1.6 FEET NORTH OF WITNESS
 DL5910'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5911 ***********************************************************************
 DL5911  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5911  DESIGNATION -  4104 F RESET
 DL5911  PID         -  DL5911
 DL5911  STATE/COUNTY-  MN/LINCOLN
 DL5911  COUNTRY     -  US
 DL5911  USGS QUAD   -  ARCO (1963)
 DL5911
 DL5911                         *CURRENT SURVEY CONTROL
 DL5911  ______________________________________________________________________
 DL5911* NAD 83(2007) POSITION- 44 27 35.67736(N) 096 13 17.51827(W)   ADJUSTED  
 DL5911* NAD 83(2007) ELLIP HT-   474.201 (meters)        (10/23/09)   ADJUSTED
 DL5911* NAD 83(2007) EPOCH   -  2002.00
 DL5911* NAVD 88 ORTHO HEIGHT -   500.37   (meters)    1641.6   (feet) GPS OBS   
 DL5911  ______________________________________________________________________
 DL5911  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5911  GEOID HEIGHT    -        -26.13  (meters)                     GEOID03
 DL5911  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 DL5911  NAD 83(2007) X  -   -494,198.947 (meters)                     COMP
 DL5911  NAD 83(2007) Y  - -4,533,310.017 (meters)                     COMP
 DL5911  NAD 83(2007) Z  -  4,445,041.828 (meters)                     COMP
 DL5911  LAPLACE CORR    -         -5.58  (seconds)                    DEFLEC09
 DL5911  HORZ ORDER      -  FIRST
 DL5911  ELLP ORDER      -  FIRST     CLASS II
 DL5911
 DL5911.The horizontal coordinates were established by GPS observations
 DL5911.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5911
 DL5911.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5911.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5911
 DL5911.The horizontal coordinates are valid at the epoch date displayed above
 DL5911.which is a decimal equivalence of Year/Month/Day.
 DL5911
 DL5911.The orthometric height was determined by GPS observations and a
 DL5911.high-resolution geoid model using precise GPS observation and
 DL5911.processing techniques.
 DL5911
 DL5911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5911
 DL5911.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5911
 DL5911.The ellipsoidal height was determined by GPS observations
 DL5911.and is referenced to NAD 83.
 DL5911
 DL5911. The following values were computed from the NAD 83(2007) position.
 DL5911
 DL5911;                    North         East     Units Scale Factor Converg.
 DL5911;SPC MN S     -   264,614.589   623,236.941   MT  0.99992230   -1 33 25.7
 DL5911;SPC MN S     -   868,156.36  2,044,736.53   sFT  0.99992230   -1 33 25.7
 DL5911;UTM  14      - 4,926,711.388   721,034.944   MT  1.00020087   +1 56 48.7
 DL5911
 DL5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5911!SPC MN S     -   0.99992565  x   0.99992230  =   0.99984796
 DL5911!UTM  14      -   0.99992565  x   1.00020087  =   1.00012651
 DL5911
 DL5911:                Primary Azimuth Mark                     Grid Az
 DL5911:SPC MN S     -  PENSKE                                   004 08 44.7
 DL5911:UTM  14      -  PENSKE                                   000 38 30.3
 DL5911
 DL5911|---------------------------------------------------------------------|
 DL5911| PID    Reference Object                     Distance      Geod. Az  |
 DL5911|                                                           dddmmss.s |
 DL5911| DL5941 PENSKE                              APPROX. 0.6 KM 0023519.0 |
 DL5911|---------------------------------------------------------------------|
 DL5911
 DL5911                          SUPERSEDED SURVEY CONTROL
 DL5911
 DL5911.No superseded survey control is available for this station.
 DL5911
 DL5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2103426711(NAD 83)
 DL5911
 DL5911_MARKER: DD = SURVEY DISK
 DL5911_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5911_SP_SET: ALUMINUM ALLOY ROD
 DL5911_STAMPING: 4104 F RESET 2006 2009
 DL5911_MARK LOGO: MNDT  
 DL5911_PROJECTION: RECESSED 3 CENTIMETERS
 DL5911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5911+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2009
 DL5911_ROD/PIPE-DEPTH:  4.3 meters
 DL5911
 DL5911  HISTORY     - Date     Condition        Report By
 DL5911  HISTORY     - 20090429 MONUMENTED       MNDT
 DL5911  HISTORY     - 20090901 GOOD             MNDT
 DL5911
 DL5911                          STATION DESCRIPTION
 DL5911
 DL5911'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5911'THE MARK IS 1.5 MILES EAST OF IVANHOE, 2.0 MILES EAST ALONG TRUNK
 DL5911'HIGHWAY 19 FROM JUCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75 NEAR
 DL5911'IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 12.4, 71.2 FEET SOUTH OF TRUNK
 DL5911'HIGHWAY 19, 54.5 FEET WEST OF 220TH AVENUE, 11.7 FEET NORTHWEST OF
 DL5911'POWER POLE, 1.0 FEET NORTH OF WITNESS POST.
 DL5911
 DL5911                          STATION RECOVERY (2009)
 DL5911
 DL5911'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DZ)
 DL5911'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5912 ***********************************************************************
 DL5912  DESIGNATION -  4104 G
 DL5912  PID         -  DL5912
 DL5912  STATE/COUNTY-  MN/LINCOLN
 DL5912  COUNTRY     -  US
 DL5912  USGS QUAD   -  ARCO (1963)
 DL5912
 DL5912                         *CURRENT SURVEY CONTROL
 DL5912  ______________________________________________________________________
 DL5912* NAD 83(2007) POSITION- 44 27 35.94923(N) 096 14 23.41774(W)   ADJUSTED  
 DL5912* NAD 83(2007) ELLIP HT-   486.965 (meters)        (10/23/09)   ADJUSTED
 DL5912* NAD 83(2007) EPOCH   -  2002.00
 DL5912* NAVD 88 ORTHO HEIGHT -   513.101  (meters)    1683.40  (feet) ADJUSTED  
 DL5912  ______________________________________________________________________
 DL5912  NAD 83(2007) X  -   -495,647.619 (meters)                     COMP
 DL5912  NAD 83(2007) Y  - -4,533,155.107 (meters)                     COMP
 DL5912  NAD 83(2007) Z  -  4,445,056.758 (meters)                     COMP
 DL5912  LAPLACE CORR    -         -5.78  (seconds)                    DEFLEC09
 DL5912  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DL5912  DYNAMIC HEIGHT  -        513.003 (meters)     1683.08  (feet) COMP
 DL5912  MODELED GRAVITY -    980,411.9   (mgal)                       NAVD 88
 DL5912
 DL5912  HORZ ORDER      -  FIRST
 DL5912  VERT ORDER      -  SECOND    CLASS I
 DL5912  ELLP ORDER      -  FIRST     CLASS II
 DL5912
 DL5912.The horizontal coordinates were established by GPS observations
 DL5912.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5912
 DL5912.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5912.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5912
 DL5912.The horizontal coordinates are valid at the epoch date displayed above
 DL5912.which is a decimal equivalence of Year/Month/Day.
 DL5912
 DL5912.The orthometric height was determined by differential leveling and
 DL5912.adjusted in February 2011.
 DL5912
 DL5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5912
 DL5912.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5912
 DL5912.The ellipsoidal height was determined by GPS observations
 DL5912.and is referenced to NAD 83.
 DL5912
 DL5912.The dynamic height is computed by dividing the NAVD 88
 DL5912.geopotential number by the normal gravity value computed on the
 DL5912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5912.degrees latitude (g = 980.6199 gals.).
 DL5912
 DL5912.The modeled gravity was interpolated from observed gravity values.
 DL5912
 DL5912. The following values were computed from the NAD 83(2007) position.
 DL5912
 DL5912;                    North         East     Units Scale Factor Converg.
 DL5912;SPC MN S     -   264,662.724   621,781.008   MT  0.99992230   -1 34 11.9
 DL5912;SPC MN S     -   868,314.29  2,039,959.86   sFT  0.99992230   -1 34 11.9
 DL5912;UTM  14      - 4,926,670.438   719,578.391   MT  1.00019297   +1 56 02.5
 DL5912
 DL5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5912!SPC MN S     -   0.99992365  x   0.99992230  =   0.99984596
 DL5912!UTM  14      -   0.99992365  x   1.00019297  =   1.00011661
 DL5912
 DL5912                          SUPERSEDED SURVEY CONTROL
 DL5912
 DL5912  NAVD 88 (10/23/09)  513.09   (m)         1683.4    (f) LEVELING    3  
 DL5912
 DL5912.Superseded values are not recommended for survey control.
 DL5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5912.See file dsdata.txt to determine how the superseded data were derived.
 DL5912
 DL5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1957826670(NAD 83)
 DL5912
 DL5912_MARKER: DD = SURVEY DISK
 DL5912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5912_STAMPING: 4104 G 2006
 DL5912_MARK LOGO: MNDT  
 DL5912_PROJECTION: FLUSH
 DL5912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5912+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5912_ROD/PIPE-DEPTH:  6.1 meters
 DL5912
 DL5912  HISTORY     - Date     Condition        Report By
 DL5912  HISTORY     - 2006     MONUMENTED       MNDT
 DL5912  HISTORY     - 20061014 GOOD             MNDT
 DL5912  HISTORY     - 20090428 GOOD             MNDT
 DL5912
 DL5912                          STATION DESCRIPTION
 DL5912
 DL5912'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5912'THE MARK IS 0.5 MILE (0.8 KM) EAST OF IVANHOE, 1.1 MILES (1.8 KM)
 DL5912'EASTALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5912'HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19 MILEPOINT 11.5, 74.6
 DL5912'FEET (22.7 M) SOUTH OF TRUNK HIGHWAY 19, 6.1 FEET (1.9 M) EAST OF LOT
 DL5912'CORNER, 2.8 FEET (0.9 M) WEST OF RIGHT OF WAY POST, 2.8 FEET (0.9 M)
 DL5912'WEST OF WITNESS POST.
 DL5912
 DL5912                          STATION RECOVERY (2009)
 DL5912
 DL5912'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5912'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5912'THE MARK IS 0.5 MILE EAST OF IVANHOE, 1.1 MILES EAST ALONG TRUNK
 DL5912'HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 75, AT
 DL5912'TRUNK HIGHWAY 19 MILEPOST 11.5, 74.6 FEET SOUTH OF TRUNK HIGHWAY 19,
 DL5912'6.1 FEET EAST OF LOT CORNER, 2.8 FEET WEST OF RIGHT-OF-WAY POST, 2.8
 DL5912'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5913 ***********************************************************************
 DL5913  DESIGNATION -  4104 H
 DL5913  PID         -  DL5913
 DL5913  STATE/COUNTY-  MN/LINCOLN
 DL5913  COUNTRY     -  US
 DL5913  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5913
 DL5913                         *CURRENT SURVEY CONTROL
 DL5913  ______________________________________________________________________
 DL5913* NAD 83(2007) POSITION- 44 27 34.74352(N) 096 15 40.21540(W)   ADJUSTED  
 DL5913* NAD 83(2007) ELLIP HT-   484.351 (meters)        (10/23/09)   ADJUSTED
 DL5913* NAD 83(2007) EPOCH   -  2002.00
 DL5913* NAVD 88 ORTHO HEIGHT -   510.436  (meters)    1674.66  (feet) ADJUSTED  
 DL5913  ______________________________________________________________________
 DL5913  NAD 83(2007) X  -   -497,338.033 (meters)                     COMP
 DL5913  NAD 83(2007) Y  - -4,532,994.309 (meters)                     COMP
 DL5913  NAD 83(2007) Z  -  4,445,028.362 (meters)                     COMP
 DL5913  LAPLACE CORR    -         -5.92  (seconds)                    DEFLEC09
 DL5913  GEOID HEIGHT    -        -26.08  (meters)                     GEOID09
 DL5913  DYNAMIC HEIGHT  -        510.339 (meters)     1674.34  (feet) COMP
 DL5913  MODELED GRAVITY -    980,412.0   (mgal)                       NAVD 88
 DL5913
 DL5913  HORZ ORDER      -  FIRST
 DL5913  VERT ORDER      -  SECOND    CLASS I
 DL5913  ELLP ORDER      -  FIRST     CLASS II
 DL5913
 DL5913.The horizontal coordinates were established by GPS observations
 DL5913.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5913
 DL5913.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5913.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5913
 DL5913.The horizontal coordinates are valid at the epoch date displayed above
 DL5913.which is a decimal equivalence of Year/Month/Day.
 DL5913
 DL5913.The orthometric height was determined by differential leveling and
 DL5913.adjusted in February 2011.
 DL5913
 DL5913.Photographs are available for this station.
 DL5913
 DL5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5913
 DL5913.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5913
 DL5913.The ellipsoidal height was determined by GPS observations
 DL5913.and is referenced to NAD 83.
 DL5913
 DL5913.The dynamic height is computed by dividing the NAVD 88
 DL5913.geopotential number by the normal gravity value computed on the
 DL5913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5913.degrees latitude (g = 980.6199 gals.).
 DL5913
 DL5913.The modeled gravity was interpolated from observed gravity values.
 DL5913
 DL5913. The following values were computed from the NAD 83(2007) position.
 DL5913
 DL5913;                    North         East     Units Scale Factor Converg.
 DL5913;SPC MN S     -   264,672.256   620,083.015   MT  0.99992231   -1 35 05.7
 DL5913;SPC MN S     -   868,345.56  2,034,389.03   sFT  0.99992231   -1 35 05.7
 DL5913;UTM  14      - 4,926,576.150   717,882.538   MT  1.00018385   +1 55 08.6
 DL5913
 DL5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5913!SPC MN S     -   0.99992406  x   0.99992231  =   0.99984638
 DL5913!UTM  14      -   0.99992406  x   1.00018385  =   1.00010790
 DL5913
 DL5913                          SUPERSEDED SURVEY CONTROL
 DL5913
 DL5913  NAVD 88 (10/23/09)  510.43   (m)         1674.6    (f) LEVELING    3  
 DL5913
 DL5913.Superseded values are not recommended for survey control.
 DL5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5913.See file dsdata.txt to determine how the superseded data were derived.
 DL5913
 DL5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1788226576(NAD 83)
 DL5913
 DL5913_MARKER: DD = SURVEY DISK
 DL5913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5913_STAMPING: 4104 H 2006
 DL5913_MARK LOGO: MNDT  
 DL5913_PROJECTION: RECESSED 5 CENTIMETERS
 DL5913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5913+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5913_ROD/PIPE-DEPTH:  6.1 meters
 DL5913
 DL5913  HISTORY     - Date     Condition        Report By
 DL5913  HISTORY     - 2006     MONUMENTED       MNDT
 DL5913  HISTORY     - 20061010 GOOD             MNDT
 DL5913  HISTORY     - 20090428 GOOD             MNDT
 DL5913
 DL5913                          STATION DESCRIPTION
 DL5913
 DL5913'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5913'THE MARK IS 0.5 MILE (0.8 KM) WEST OF IVANHOE, AT JUNCTION OF TRUNK
 DL5913'HIGHWAY 19 AND TRUNK HIGHWAY 75 WEST OF IVANHOE, AT TRUNK HIGHWAY 19
 DL5913'MILEPOINT 10.4, 211.3 FEET (64.4 M) EAST OF TRUNK HIGHWAY 75, 134.3
 DL5913'FEET (40.9 M) SOUTH OF TRUNK HGIHWAY 19, 2.0 FEET (0.6 M) NORTHWEST OF
 DL5913'RIGHT OF WAY POST, 2.0 FEET (0.6 M) NORTHWEST OF WITNESS POST.
 DL5913
 DL5913                          STATION RECOVERY (2009)
 DL5913
 DL5913'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5913'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5913'THE MARK IS 0.5 MILE WEST OF IVANHOE, AT JUNCTION OF TRUNK HIGHWAY 19
 DL5913'AND TRUNK HIGWAY 75, AT TRUNK HIGHWAY 19 MILEPOST 10.4, 211.3 FEET
 DL5913'EAST OF TRUNK HIGHWAY 75, 134.3 FEET SOUTH OF TRUNK HIGHWAY 19, 2.0
 DL5913'FEET NORTHWEST OF RIGHT-OF-WAY POST, 2.0 FEET NORTHWEST OF WITNESS
 DL5913'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5950 ***********************************************************************
 DM5950  DESIGNATION -  4106 A
 DM5950  PID         -  DM5950
 DM5950  STATE/COUNTY-  MN/LINCOLN
 DM5950  COUNTRY     -  US
 DM5950  USGS QUAD   -  PORTER (1967)
 DM5950
 DM5950                         *CURRENT SURVEY CONTROL
 DM5950  ______________________________________________________________________
 DM5950* NAD 83(1986) POSITION- 44 37 32.     (N) 096 08 45.     (W)   SCALED    
 DM5950* NAVD 88 ORTHO HEIGHT -   364.525  (meters)    1195.95  (feet) ADJUSTED  
 DM5950  ______________________________________________________________________
 DM5950  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 DM5950  DYNAMIC HEIGHT  -        364.477 (meters)     1195.79  (feet) COMP
 DM5950  MODELED GRAVITY -    980,474.0   (mgal)                       NAVD 88
 DM5950
 DM5950  VERT ORDER      -  SECOND    CLASS I
 DM5950
 DM5950.The horizontal coordinates were scaled from a topographic map and have
 DM5950.an estimated accuracy of +/- 6 seconds.
 DM5950.
 DM5950.The orthometric height was determined by differential leveling and
 DM5950.adjusted in April 2012.
 DM5950
 DM5950.The dynamic height is computed by dividing the NAVD 88
 DM5950.geopotential number by the normal gravity value computed on the
 DM5950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5950.degrees latitude (g = 980.6199 gals.).
 DM5950
 DM5950.The modeled gravity was interpolated from observed gravity values.
 DM5950
 DM5950;                    North         East    Units  Estimated Accuracy
 DM5950;SPC MN S     -   282,850.      629,740.      MT  (+/- 180 meters Scaled)
 DM5950
 DM5950                          SUPERSEDED SURVEY CONTROL
 DM5950
 DM5950.No superseded survey control is available for this station.
 DM5950
 DM5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ264453(NAD 83)
 DM5950
 DM5950_MARKER: DB = BENCH MARK DISK
 DM5950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5950_SP_SET: BOX CULVERT HEADWALL
 DM5950_STAMPING: 4106 A 1957
 DM5950_MARK LOGO: MNHD  
 DM5950_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5950+STABILITY: SURFACE MOTION
 DM5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5950+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM5950
 DM5950  HISTORY     - Date     Condition        Report By
 DM5950  HISTORY     - 1953     MONUMENTED       MNHD
 DM5950  HISTORY     - 20090414 GOOD             MNDT
 DM5950
 DM5950                          STATION DESCRIPTION
 DM5950
 DM5950'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5950'THE MARK IS 1.2 MI (1.9 KM) SOUTHEAST OF PORTER, 1.0 MI (1.6 KM)
 DM5950'SOUTHEAST ALONG TRUNK HIGHWAY 68.
 DM5950' 
 DM5950'FROM THE JUNCTION OF TRUNK HIGHWAY 68 AND SUNRISE AVENUE, AT TRUNK
 DM5950'HIGHWAY 68 MILE POINT 17.60, IN MIDDLE OF SOUTH HEADWALL OF TRUNK
 DM5950'HIGHWAY 60 CULVERT (BRIDGE 6221).
 DM5950' 
 DM5950'IT IS 18 FT (5.5 M) SOUTHEAST OF TRUNK HIGHWAY 60, AT TRUNK HIGHWAY 60
 DM5950'STATION 458+11.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4080 ***********************************************************************
 DM4080  DESIGNATION -  4106 C
 DM4080  PID         -  DM4080
 DM4080  STATE/COUNTY-  MN/LINCOLN
 DM4080  COUNTRY     -  US
 DM4080  USGS QUAD   -  TAUNTON (1967)
 DM4080
 DM4080                         *CURRENT SURVEY CONTROL
 DM4080  ______________________________________________________________________
 DM4080* NAD 83(1986) POSITION- 44 36 26.     (N) 096 06 04.     (W)   SCALED    
 DM4080* NAVD 88 ORTHO HEIGHT -   358.334  (meters)    1175.63  (feet) ADJUSTED  
 DM4080  ______________________________________________________________________
 DM4080  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 DM4080  DYNAMIC HEIGHT  -        358.285 (meters)     1175.47  (feet) COMP
 DM4080  MODELED GRAVITY -    980,471.0   (mgal)                       NAVD 88
 DM4080
 DM4080  VERT ORDER      -  SECOND    CLASS I
 DM4080
 DM4080.The horizontal coordinates were scaled from a topographic map and have
 DM4080.an estimated accuracy of +/- 6 seconds.
 DM4080.
 DM4080.The orthometric height was determined by differential leveling and
 DM4080.adjusted in January 2011.
 DM4080
 DM4080.The dynamic height is computed by dividing the NAVD 88
 DM4080.geopotential number by the normal gravity value computed on the
 DM4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4080.degrees latitude (g = 980.6199 gals.).
 DM4080
 DM4080.The modeled gravity was interpolated from observed gravity values.
 DM4080
 DM4080;                    North         East    Units  Estimated Accuracy
 DM4080;SPC MN S     -   280,720.      633,240.      MT  (+/- 180 meters Scaled)
 DM4080
 DM4080                          SUPERSEDED SURVEY CONTROL
 DM4080
 DM4080.No superseded survey control is available for this station.
 DM4080
 DM4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ300434(NAD 83)
 DM4080
 DM4080_MARKER: DV = VERTICAL CONTROL DISK
 DM4080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4080_SP_SET: BRIDGE ABUTMENT
 DM4080_STAMPING: 4106 C 2006
 DM4080_MARK LOGO: MNDT  
 DM4080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4080+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM4080
 DM4080  HISTORY     - Date     Condition        Report By
 DM4080  HISTORY     - 1986     MONUMENTED       MNDT
 DM4080  HISTORY     - 20060912 GOOD             MNDT
 DM4080  HISTORY     - 20090414 GOOD             MNDT
 DM4080
 DM4080                          STATION DESCRIPTION
 DM4080
 DM4080'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4080'THE MARK IS 2.0 MI (3.2 KM) NORTHWEST OF TAUNTON IN ABUTMENT IN
 DM4080'SOUTHEAST CORNER OF TRUNK HIGHWAY 68 BRIDGE NUMBER 41002, 1.90 MI (3.1
 DM4080'KM) NORTHWEST ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK
 DM4080'HIGHWAY 68 AND COUNTY ROAD 1 NORTH IN TAUNTON, AT TRUNK HIGHWAY 68
 DM4080'MILE POINT 20.10.
 DM4080' 
 DM4080'IT IS 24.0 FT (7.3 M) SOUTHWEST OF TRUNK HIGHWAY 68.
 DM4080' 
 DM4080'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN
 DM4080'2006.
 DM4080
 DM4080                          STATION RECOVERY (2009)
 DM4080
 DM4080'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM4080'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5832 ***********************************************************************
 DL5832  DESIGNATION -  4106 D
 DL5832  PID         -  DL5832
 DL5832  STATE/COUNTY-  MN/LINCOLN
 DL5832  COUNTRY     -  US
 DL5832  USGS QUAD   -  PORTER (1967)
 DL5832
 DL5832                         *CURRENT SURVEY CONTROL
 DL5832  ______________________________________________________________________
 DL5832* NAD 83(2007) POSITION- 44 37 43.81824(N) 096 09 14.39209(W)   ADJUSTED  
 DL5832* NAD 83(2007) ELLIP HT-   338.423 (meters)        (11/04/09)   ADJUSTED
 DL5832* NAD 83(2007) EPOCH   -  2002.00
 DL5832* NAVD 88 ORTHO HEIGHT -   364.559  (meters)    1196.06  (feet) ADJUSTED  
 DL5832  ______________________________________________________________________
 DL5832  NAD 83(2007) X  -   -487,433.099 (meters)                     COMP
 DL5832  NAD 83(2007) Y  - -4,520,700.551 (meters)                     COMP
 DL5832  NAD 83(2007) Z  -  4,458,326.211 (meters)                     COMP
 DL5832  LAPLACE CORR    -         -6.32  (seconds)                    DEFLEC09
 DL5832  GEOID HEIGHT    -        -26.14  (meters)                     GEOID09
 DL5832  DYNAMIC HEIGHT  -        364.511 (meters)     1195.90  (feet) COMP
 DL5832  MODELED GRAVITY -    980,473.1   (mgal)                       NAVD 88
 DL5832
 DL5832  HORZ ORDER      -  FIRST
 DL5832  VERT ORDER      -  SECOND    CLASS I
 DL5832  ELLP ORDER      -  THIRD     CLASS I
 DL5832
 DL5832.The horizontal coordinates were established by GPS observations
 DL5832.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5832
 DL5832.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5832.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5832
 DL5832.The horizontal coordinates are valid at the epoch date displayed above
 DL5832.which is a decimal equivalence of Year/Month/Day.
 DL5832
 DL5832.The orthometric height was determined by differential leveling and
 DL5832.adjusted in January 2011.
 DL5832
 DL5832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5832
 DL5832.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5832
 DL5832.The ellipsoidal height was determined by GPS observations
 DL5832.and is referenced to NAD 83.
 DL5832
 DL5832.The dynamic height is computed by dividing the NAVD 88
 DL5832.geopotential number by the normal gravity value computed on the
 DL5832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5832.degrees latitude (g = 980.6199 gals.).
 DL5832
 DL5832.The modeled gravity was interpolated from observed gravity values.
 DL5832
 DL5832. The following values were computed from the NAD 83(2007) position.
 DL5832
 DL5832;                    North         East     Units Scale Factor Converg.
 DL5832;SPC MN S     -   283,234.568   629,103.868   MT  0.99992450   -1 30 35.3
 DL5832;SPC MN S     -   929,245.41  2,063,984.94   sFT  0.99992450   -1 30 35.3
 DL5832;UTM  14      - 4,945,660.892   725,753.276   MT  1.00022677   +2 00 00.7
 DL5832
 DL5832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5832!SPC MN S     -   0.99994694  x   0.99992450  =   0.99987144
 DL5832!UTM  14      -   0.99994694  x   1.00022677  =   1.00017370
 DL5832
 DL5832                          SUPERSEDED SURVEY CONTROL
 DL5832
 DL5832  NAVD 88 (11/04/09)  364.56   (m)         1196.1    (f) LEVELING    3  
 DL5832
 DL5832.Superseded values are not recommended for survey control.
 DL5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5832.See file dsdata.txt to determine how the superseded data were derived.
 DL5832
 DL5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2575345660(NAD 83)
 DL5832
 DL5832_MARKER: DD = SURVEY DISK
 DL5832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5832_STAMPING: 4106 D 2006
 DL5832_MARK LOGO: MNDT  
 DL5832_PROJECTION: FLUSH
 DL5832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5832+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DL5832_ROD/PIPE-DEPTH: 19.8 meters
 DL5832
 DL5832  HISTORY     - Date     Condition        Report By
 DL5832  HISTORY     - 2006     MONUMENTED       MNDT
 DL5832  HISTORY     - 20060918 GOOD             MNDT
 DL5832  HISTORY     - 20090414 GOOD             MNDT
 DL5832
 DL5832                          STATION DESCRIPTION
 DL5832
 DL5832'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5832'RECOVERED AS DESCRIBED.
 DL5832
 DL5832                          STATION RECOVERY (2009)
 DL5832
 DL5832'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5832'IN PORTER, 0.80 MILE SOUTHEAST ALONG TRUNK HIGHWAY 68 FROM JUNCTION OF
 DL5832'TRUNK HIGHWAY 68 AND COUNTY ROAD 12 IN PORTER, AT TRUNK HIGHWAY 68
 DL5832'MILEPOINT 17.15, 87.6 FEET SOUTHWEST OF TRUNK HIGHWAY 68, 33.5 FEET
 DL5832'WEST 250TH AVENUE, 2.4 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5833 ***********************************************************************
 DL5833  DESIGNATION -  4106 E
 DL5833  PID         -  DL5833
 DL5833  STATE/COUNTY-  MN/LINCOLN
 DL5833  COUNTRY     -  US
 DL5833  USGS QUAD   -  PORTER SW (1967)
 DL5833
 DL5833                         *CURRENT SURVEY CONTROL
 DL5833  ______________________________________________________________________
 DL5833* NAD 83(2007) POSITION- 44 37 05.75655(N) 096 07 36.33786(W)   ADJUSTED  
 DL5833* NAD 83(2007) ELLIP HT-   332.666 (meters)        (11/04/09)   ADJUSTED
 DL5833* NAD 83(2007) EPOCH   -  2002.00
 DL5833* NAVD 88 ORTHO HEIGHT -   358.880  (meters)    1177.43  (feet) ADJUSTED  
 DL5833  ______________________________________________________________________
 DL5833  NAD 83(2007) X  -   -485,371.642 (meters)                     COMP
 DL5833  NAD 83(2007) Y  - -4,521,748.304 (meters)                     COMP
 DL5833  NAD 83(2007) Z  -  4,457,485.914 (meters)                     COMP
 DL5833  LAPLACE CORR    -         -6.67  (seconds)                    DEFLEC09
 DL5833  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 DL5833  DYNAMIC HEIGHT  -        358.833 (meters)     1177.27  (feet) COMP
 DL5833  MODELED GRAVITY -    980,476.6   (mgal)                       NAVD 88
 DL5833
 DL5833  HORZ ORDER      -  FIRST
 DL5833  VERT ORDER      -  SECOND    CLASS I
 DL5833  ELLP ORDER      -  THIRD     CLASS I
 DL5833
 DL5833.The horizontal coordinates were established by GPS observations
 DL5833.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5833
 DL5833.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5833.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5833
 DL5833.The horizontal coordinates are valid at the epoch date displayed above
 DL5833.which is a decimal equivalence of Year/Month/Day.
 DL5833
 DL5833.The orthometric height was determined by differential leveling and
 DL5833.adjusted in April 2012.
 DL5833
 DL5833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5833
 DL5833.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5833
 DL5833.The ellipsoidal height was determined by GPS observations
 DL5833.and is referenced to NAD 83.
 DL5833
 DL5833.The dynamic height is computed by dividing the NAVD 88
 DL5833.geopotential number by the normal gravity value computed on the
 DL5833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5833.degrees latitude (g = 980.6199 gals.).
 DL5833
 DL5833.The modeled gravity was interpolated from observed gravity values.
 DL5833
 DL5833. The following values were computed from the NAD 83(2007) position.
 DL5833
 DL5833;                    North         East     Units Scale Factor Converg.
 DL5833;SPC MN S     -   282,003.586   631,233.796   MT  0.99992411   -1 29 26.5
 DL5833;SPC MN S     -   925,206.77  2,070,972.88   sFT  0.99992411   -1 29 26.5
 DL5833;UTM  14      - 4,944,562.274   727,955.248   MT  1.00023906   +2 01 08.3
 DL5833
 DL5833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5833!SPC MN S     -   0.99994784  x   0.99992411  =   0.99987196
 DL5833!UTM  14      -   0.99994784  x   1.00023906  =   1.00018689
 DL5833
 DL5833:                Primary Azimuth Mark                     Grid Az
 DL5833:SPC MN S     -  4106 F                                   121 49 01.4
 DL5833:UTM  14      -  4106 F                                   118 18 26.6
 DL5833
 DL5833|---------------------------------------------------------------------|
 DL5833| PID    Reference Object                     Distance      Geod. Az  |
 DL5833|                                                           dddmmss.s |
 DL5833| DL5834 4106 F                              APPROX. 0.9 KM 1201934.9 |
 DL5833|---------------------------------------------------------------------|
 DL5833
 DL5833                          SUPERSEDED SURVEY CONTROL
 DL5833
 DL5833  NAVD 88 (11/04/09)  358.88   (m)         1177.4    (f) LEVELING    3  
 DL5833
 DL5833.Superseded values are not recommended for survey control.
 DL5833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5833.See file dsdata.txt to determine how the superseded data were derived.
 DL5833
 DL5833_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2795544562(NAD 83)
 DL5833
 DL5833_MARKER: F = FLANGE-ENCASED ROD
 DL5833_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5833_STAMPING: 4106 E 2009
 DL5833_MARK LOGO: MNDT  
 DL5833_PROJECTION: RECESSED 3 CENTIMETERS
 DL5833_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5833+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5833_ROD/PIPE-DEPTH:  4.0 meters
 DL5833
 DL5833  HISTORY     - Date     Condition        Report By
 DL5833  HISTORY     - 2009     MONUMENTED       MNDT
 DL5833  HISTORY     - 20090604 GOOD             MNDT
 DL5833
 DL5833                          STATION DESCRIPTION
 DL5833
 DL5833'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5833'2.5 MILES SOUTHEAST OF PORTER, 2.4 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DL5833'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 12, AT TRUNK
 DL5833'HIGHWAY 68 MILEPOINT 18.70, 96.2 FEET NORTHEAST OF TRUNK HIGHWAY 68,
 DL5833'59.8 FEET NORTH OF POWER POLE WITH GUY WIRE, 26 FEET NORTHWEST OF
 DL5833'DRIVEWAY NUMBER 2632, 24.0 FEET NORTHEAST OF FENCE CORNER POST.
 DL5833
 DL5833                          STATION RECOVERY (2009)
 DL5833
 DL5833'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5833'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5834 ***********************************************************************
 DL5834  DESIGNATION -  4106 F
 DL5834  PID         -  DL5834
 DL5834  STATE/COUNTY-  MN/LINCOLN
 DL5834  COUNTRY     -  US
 DL5834  USGS QUAD   -  TAUNTON (1967)
 DL5834
 DL5834                         *CURRENT SURVEY CONTROL
 DL5834  ______________________________________________________________________
 DL5834* NAD 83(2007) POSITION- 44 36 50.76219(N) 096 07 00.45577(W)   ADJUSTED  
 DL5834* NAD 83(2007) ELLIP HT-   333.090 (meters)        (11/04/09)   ADJUSTED
 DL5834* NAD 83(2007) EPOCH   -  2002.00
 DL5834* NAVD 88 ORTHO HEIGHT -   359.333  (meters)    1178.91  (feet) ADJUSTED  
 DL5834  ______________________________________________________________________
 DL5834  NAD 83(2007) X  -   -484,619.698 (meters)                     COMP
 DL5834  NAD 83(2007) Y  - -4,522,156.218 (meters)                     COMP
 DL5834  NAD 83(2007) Z  -  4,457,156.730 (meters)                     COMP
 DL5834  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC09
 DL5834  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 DL5834  DYNAMIC HEIGHT  -        359.286 (meters)     1178.76  (feet) COMP
 DL5834  MODELED GRAVITY -    980,475.7   (mgal)                       NAVD 88
 DL5834
 DL5834  HORZ ORDER      -  FIRST
 DL5834  VERT ORDER      -  SECOND    CLASS I
 DL5834  ELLP ORDER      -  THIRD     CLASS I
 DL5834
 DL5834.The horizontal coordinates were established by GPS observations
 DL5834.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5834
 DL5834.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5834.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5834
 DL5834.The horizontal coordinates are valid at the epoch date displayed above
 DL5834.which is a decimal equivalence of Year/Month/Day.
 DL5834
 DL5834.The orthometric height was determined by differential leveling and
 DL5834.adjusted in April 2012.
 DL5834
 DL5834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5834
 DL5834.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5834
 DL5834.The ellipsoidal height was determined by GPS observations
 DL5834.and is referenced to NAD 83.
 DL5834
 DL5834.The dynamic height is computed by dividing the NAVD 88
 DL5834.geopotential number by the normal gravity value computed on the
 DL5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5834.degrees latitude (g = 980.6199 gals.).
 DL5834
 DL5834.The modeled gravity was interpolated from observed gravity values.
 DL5834
 DL5834. The following values were computed from the NAD 83(2007) position.
 DL5834
 DL5834;                    North         East     Units Scale Factor Converg.
 DL5834;SPC MN S     -   281,520.403   632,012.573   MT  0.99992397   -1 29 01.4
 DL5834;SPC MN S     -   923,621.52  2,073,527.92   sFT  0.99992397   -1 29 01.4
 DL5834;UTM  14      - 4,944,127.533   728,762.399   MT  1.00024360   +2 01 33.0
 DL5834
 DL5834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5834!SPC MN S     -   0.99994778  x   0.99992397  =   0.99987175
 DL5834!UTM  14      -   0.99994778  x   1.00024360  =   1.00019136
 DL5834
 DL5834:                Primary Azimuth Mark                     Grid Az
 DL5834:SPC MN S     -  4106 G                                   120 52 24.7
 DL5834:UTM  14      -  4106 G                                   117 21 50.3
 DL5834
 DL5834|---------------------------------------------------------------------|
 DL5834| PID    Reference Object                     Distance      Geod. Az  |
 DL5834|                                                           dddmmss.s |
 DL5834| DL5835 4106 G                              APPROX. 1.2 KM 1192323.3 |
 DL5834| DL5833 4106 E                              APPROX. 0.9 KM 3002000.1 |
 DL5834|---------------------------------------------------------------------|
 DL5834
 DL5834                          SUPERSEDED SURVEY CONTROL
 DL5834
 DL5834  NAVD 88 (11/04/09)  359.33   (m)         1178.9    (f) LEVELING    3  
 DL5834
 DL5834.Superseded values are not recommended for survey control.
 DL5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5834.See file dsdata.txt to determine how the superseded data were derived.
 DL5834
 DL5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2876244127(NAD 83)
 DL5834
 DL5834_MARKER: F = FLANGE-ENCASED ROD
 DL5834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5834_STAMPING: 4106 F 2009
 DL5834_MARK LOGO: MNDT  
 DL5834_PROJECTION: FLUSH
 DL5834_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5834+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5834_ROD/PIPE-DEPTH:  4.3 meters
 DL5834
 DL5834  HISTORY     - Date     Condition        Report By
 DL5834  HISTORY     - 2009     MONUMENTED       MNDT
 DL5834  HISTORY     - 20090604 GOOD             MNDT
 DL5834
 DL5834                          STATION DESCRIPTION
 DL5834
 DL5834'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5834'3 MILES SOUTHEAST OF PORTER, 3.0 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DL5834'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 12, AT TRUNK
 DL5834'HIGHWAY 68 MILEPOINT 19.25, 72.4 FEET NORTHEAST OF TRUNK HIGHWAY 68,
 DL5834'36.5 FEET SOUTHEAST OF FIELD ENTRANCE, 20.0 FEET SOUTHEAST POWER POLE,
 DL5834'1.0 FOOT SOUTHWEST OF WITNESS POST.
 DL5834
 DL5834                          STATION RECOVERY (2009)
 DL5834
 DL5834'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5834'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5835 ***********************************************************************
 DL5835  DESIGNATION -  4106 G
 DL5835  PID         -  DL5835
 DL5835  STATE/COUNTY-  MN/LINCOLN
 DL5835  COUNTRY     -  US
 DL5835  USGS QUAD   -  TAUNTON (1967)
 DL5835
 DL5835                         *CURRENT SURVEY CONTROL
 DL5835  ______________________________________________________________________
 DL5835* NAD 83(2007) POSITION- 44 36 31.45722(N) 096 06 12.48197(W)   ADJUSTED  
 DL5835* NAD 83(2007) ELLIP HT-   330.355 (meters)        (11/04/09)   ADJUSTED
 DL5835* NAD 83(2007) EPOCH   -  2002.00
 DL5835* NAVD 88 ORTHO HEIGHT -   356.640  (meters)    1170.08  (feet) ADJUSTED  
 DL5835  ______________________________________________________________________
 DL5835  NAD 83(2007) X  -   -483,612.198 (meters)                     COMP
 DL5835  NAD 83(2007) Y  - -4,522,683.023 (meters)                     COMP
 DL5835  NAD 83(2007) Z  -  4,456,730.572 (meters)                     COMP
 DL5835  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC09
 DL5835  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 DL5835  DYNAMIC HEIGHT  -        356.591 (meters)     1169.92  (feet) COMP
 DL5835  MODELED GRAVITY -    980,471.8   (mgal)                       NAVD 88
 DL5835
 DL5835  HORZ ORDER      -  FIRST
 DL5835  VERT ORDER      -  SECOND    CLASS I
 DL5835  ELLP ORDER      -  THIRD     CLASS I
 DL5835
 DL5835.The horizontal coordinates were established by GPS observations
 DL5835.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5835
 DL5835.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5835.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5835
 DL5835.The horizontal coordinates are valid at the epoch date displayed above
 DL5835.which is a decimal equivalence of Year/Month/Day.
 DL5835
 DL5835.The orthometric height was determined by differential leveling and
 DL5835.adjusted in April 2012.
 DL5835
 DL5835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5835
 DL5835.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5835
 DL5835.The ellipsoidal height was determined by GPS observations
 DL5835.and is referenced to NAD 83.
 DL5835
 DL5835.The dynamic height is computed by dividing the NAVD 88
 DL5835.geopotential number by the normal gravity value computed on the
 DL5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5835.degrees latitude (g = 980.6199 gals.).
 DL5835
 DL5835.The modeled gravity was interpolated from observed gravity values.
 DL5835
 DL5835. The following values were computed from the NAD 83(2007) position.
 DL5835
 DL5835;                    North         East     Units Scale Factor Converg.
 DL5835;SPC MN S     -   280,897.443   633,054.555   MT  0.99992379   -1 28 27.8
 DL5835;SPC MN S     -   921,577.69  2,076,946.49   sFT  0.99992379   -1 28 27.8
 DL5835;UTM  14      - 4,943,569.345   729,840.909   MT  1.00024968   +2 02 06.0
 DL5835
 DL5835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5835!SPC MN S     -   0.99994821  x   0.99992379  =   0.99987200
 DL5835!UTM  14      -   0.99994821  x   1.00024968  =   1.00019787
 DL5835
 DL5835:                Primary Azimuth Mark                     Grid Az
 DL5835:SPC MN S     -  4106 F                                   300 52 24.8
 DL5835:UTM  14      -  4106 F                                   297 21 51.0
 DL5835
 DL5835|---------------------------------------------------------------------|
 DL5835| PID    Reference Object                     Distance      Geod. Az  |
 DL5835|                                                           dddmmss.s |
 DL5835| DL5834 4106 F                              APPROX. 1.2 KM 2992357.0 |
 DL5835|---------------------------------------------------------------------|
 DL5835
 DL5835                          SUPERSEDED SURVEY CONTROL
 DL5835
 DL5835  NAVD 88 (11/04/09)  356.64   (m)         1170.1    (f) LEVELING    3  
 DL5835
 DL5835.Superseded values are not recommended for survey control.
 DL5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5835.See file dsdata.txt to determine how the superseded data were derived.
 DL5835
 DL5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ2984043569(NAD 83)
 DL5835
 DL5835_MARKER: F = FLANGE-ENCASED ROD
 DL5835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5835_STAMPING: 4106 G 2009
 DL5835_MARK LOGO: MNDT  
 DL5835_PROJECTION: FLUSH
 DL5835_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5835+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5835_ROD/PIPE-DEPTH: 12.2 meters
 DL5835
 DL5835  HISTORY     - Date     Condition        Report By
 DL5835  HISTORY     - 2009     MONUMENTED       MNDT
 DL5835  HISTORY     - 20090604 GOOD             MNDT
 DL5835
 DL5835                          STATION DESCRIPTION
 DL5835
 DL5835'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5835'4 MILES SOUTHEAST OF PORTER, 3.7 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DL5835'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 12, AT TRUNK
 DL5835'HIGHWAY 68 MILEPOST 20, 113.0 FEET NORTHEAST OF TRUNK HIGHWAY 68 AT
 DL5835'MILEPOINT 20.0, 50.8 FEET SOUTHEAST OF DRIVEWAY NUMBER 2748, 2.7 FEET
 DL5835'WEST OF WITNESS POST.
 DL5835
 DL5835                          STATION RECOVERY (2009)
 DL5835
 DL5835'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5835'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9890 ***********************************************************************
 DK9890  DESIGNATION -  4107 A
 DK9890  PID         -  DK9890
 DK9890  STATE/COUNTY-  MN/LINCOLN
 DK9890  COUNTRY     -  US
 DK9890  USGS QUAD   -  VERDI (1967)
 DK9890
 DK9890                         *CURRENT SURVEY CONTROL
 DK9890  ______________________________________________________________________
 DK9890* NAD 83(1986) POSITION- 44 12 36.0    (N) 096 18 19.5    (W)   HD_HELD2  
 DK9890* NAVD 88 ORTHO HEIGHT -   534.617  (meters)    1753.99  (feet) ADJUSTED  
 DK9890  ______________________________________________________________________
 DK9890  GEOID HEIGHT    -        -25.82  (meters)                     GEOID09
 DK9890  DYNAMIC HEIGHT  -        534.510 (meters)     1753.64  (feet) COMP
 DK9890  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 DK9890
 DK9890  VERT ORDER      -  SECOND    CLASS I
 DK9890
 DK9890.The horizontal coordinates were established by autonomous hand held GPS
 DK9890.observations and have an estimated accuracy of +/- 10 meters.
 DK9890.
 DK9890.The orthometric height was determined by differential leveling and
 DK9890.adjusted in June 2009.
 DK9890
 DK9890.Photographs are available for this station.
 DK9890
 DK9890.The dynamic height is computed by dividing the NAVD 88
 DK9890.geopotential number by the normal gravity value computed on the
 DK9890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9890.degrees latitude (g = 980.6199 gals.).
 DK9890
 DK9890.The modeled gravity was interpolated from observed gravity values.
 DK9890
 DK9890;                    North         East    Units  Estimated Accuracy
 DK9890;SPC MN S     -   237,043.      615,781.      MT  (+/- 10 meters HH2 GPS)
 DK9890
 DK9890                          SUPERSEDED SURVEY CONTROL
 DK9890
 DK9890.No superseded survey control is available for this station.
 DK9890
 DK9890_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1527498728(NAD 83)
 DK9890
 DK9890_MARKER: DV = VERTICAL CONTROL DISK
 DK9890_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK9890_SP_SET: BRIDGE ABUTMENT
 DK9890_STAMPING: 4107 A 2006
 DK9890_MARK LOGO: MNDT  
 DK9890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK9890+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DK9890
 DK9890  HISTORY     - Date     Condition        Report By
 DK9890  HISTORY     - 19760401 MONUMENTED       MNDT
 DK9890  HISTORY     - 20061011 GOOD             MNDT
 DK9890  HISTORY     - 20101201 GOOD             MNDT
 DK9890
 DK9890                          STATION DESCRIPTION
 DK9890
 DK9890'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DK9890'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-SOUTHWEST OF TYLER,
 DK9890'3.6 MI (5.8 KM) SOUTH-SOUTHWEST OF LAKE BENTON, 2.3 MI (3.7 KM) EAST
 DK9890'OF VERDI AND 2.75 MI (4.4 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM EAST
 DK9890'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 14, AT TRUNK HIGHWAY 75
 DK9890'MILE POINT 50.85, 24.0 FT (7.3 M) SOUTHEAST OF TRUNK HIGHWAY 75 IN THE
 DK9890'ABUTMENT OF BRIDGE NUMBER 6394.  THE DISK WAS SET IN A DRILL HOLE IN
 DK9890'1976 AND THEN STAMPED WHEN USED IN 2006.
 DK9890
 DK9890                          STATION RECOVERY (2010)
 DK9890
 DK9890'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DK9890'THE MARK IS 3.6 MI (5.8 KM) SOUTH-SOUTHEAST OF LAKE BENTON.
 DK9890' 
 DK9890'TO REACH THE MARK GO 3.8 MI (6.1 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM
 DK9890'EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 14 IN LAKE BENTON,
 DK9890'AT TRUNK HIGHWAY 75 MILEPOST 50.85.
 DK9890' 
 DK9890'IT IS 24.0 FT (7.3 M) SOUTHEAST OF TRUNK HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9891 ***********************************************************************
 DK9891  DESIGNATION -  4107 A 1
 DK9891  PID         -  DK9891
 DK9891  STATE/COUNTY-  MN/LINCOLN
 DK9891  COUNTRY     -  US
 DK9891  USGS QUAD   -  VERDI (1967)
 DK9891
 DK9891                         *CURRENT SURVEY CONTROL
 DK9891  ______________________________________________________________________
 DK9891* NAD 83(1986) POSITION- 44 12 42.7    (N) 096 20 01.0    (W)   HD_HELD2  
 DK9891* NAVD 88 ORTHO HEIGHT -   537.341  (meters)    1762.93  (feet) ADJUSTED  
 DK9891  ______________________________________________________________________
 DK9891  GEOID HEIGHT    -        -25.80  (meters)                     GEOID09
 DK9891  DYNAMIC HEIGHT  -        537.233 (meters)     1762.57  (feet) COMP
 DK9891  MODELED GRAVITY -    980,400.8   (mgal)                       NAVD 88
 DK9891
 DK9891  VERT ORDER      -  SECOND    CLASS I
 DK9891
 DK9891.The horizontal coordinates were scaled from a topographic map and have
 DK9891.an estimated accuracy of +/- 6 seconds.
 DK9891.
 DK9891.The orthometric height was determined by differential leveling and
 DK9891.adjusted in June 2009.
 DK9891
 DK9891.Photographs are available for this station.
 DK9891
 DK9891.The dynamic height is computed by dividing the NAVD 88
 DK9891.geopotential number by the normal gravity value computed on the
 DK9891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9891.degrees latitude (g = 980.6199 gals.).
 DK9891
 DK9891.The modeled gravity was interpolated from observed gravity values.
 DK9891
 DK9891;                    North         East    Units  Estimated Accuracy
 DK9891;SPC MN S     -   237,313.      613,535.      MT  (+/- 10 meters HH2 GPS)
 DK9891
 DK9891                          SUPERSEDED SURVEY CONTROL
 DK9891
 DK9891.No superseded survey control is available for this station.
 DK9891
 DK9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1301598861(NAD 83)
 DK9891
 DK9891_MARKER: DD = SURVEY DISK
 DK9891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9891_STAMPING: 4107 A 1 2006
 DK9891_MARK LOGO: MNDT  
 DK9891_PROJECTION: RECESSED 10 CENTIMETERS
 DK9891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9891+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DK9891_ROD/PIPE-DEPTH:  9.1 meters
 DK9891
 DK9891  HISTORY     - Date     Condition        Report By
 DK9891  HISTORY     - 20061025 MONUMENTED       MNDT
 DK9891
 DK9891                          STATION DESCRIPTION
 DK9891
 DK9891'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9891'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST-SOUTHWEST OF
 DK9891'TYLER, 4.1 MI (6.6 KM) SOUTHWEST OF LAKE BENTON, 0.9 MI (1.4 KM)
 DK9891'EAST-NORTHEAST OF VERDI AND 1.0 MI (1.6 KM) NORTHEAST AND EAST ALONG
 DK9891'COUNTY ROAD 9 FROM THE JUNCTION OF COUNTY ROAD 9 AND COUNTY ROAD 2,
 DK9891'49.1 FT (15.0 M) NORTH OF COUNTY ROAD 9, 78.5 FT (23.9 M) WEST OF A
 DK9891'FIELD ENTRANCE, 57.8 FT (17.6 M) EAST OF POWER POLE, 1.0 FT (0.3 M)
 DK9891'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9892 ***********************************************************************
 DK9892  DESIGNATION -  4107 A 2
 DK9892  PID         -  DK9892
 DK9892  STATE/COUNTY-  MN/LINCOLN
 DK9892  COUNTRY     -  US
 DK9892  USGS QUAD   -  VERDI (1967)
 DK9892
 DK9892                         *CURRENT SURVEY CONTROL
 DK9892  ______________________________________________________________________
 DK9892* NAD 83(1986) POSITION- 44 13 35.5    (N) 096 21 47.6    (W)   HD_HELD2  
 DK9892* NAVD 88 ORTHO HEIGHT -   551.736  (meters)    1810.15  (feet) ADJUSTED  
 DK9892  ______________________________________________________________________
 DK9892  GEOID HEIGHT    -        -25.77  (meters)                     GEOID09
 DK9892  DYNAMIC HEIGHT  -        551.626 (meters)     1809.79  (feet) COMP
 DK9892  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 DK9892
 DK9892  VERT ORDER      -  SECOND    CLASS I
 DK9892
 DK9892.The horizontal coordinates were scaled from a topographic map and have
 DK9892.an estimated accuracy of +/- 6 seconds.
 DK9892.
 DK9892.The orthometric height was determined by differential leveling and
 DK9892.adjusted in June 2009.
 DK9892
 DK9892.Photographs are available for this station.
 DK9892
 DK9892.The dynamic height is computed by dividing the NAVD 88
 DK9892.geopotential number by the normal gravity value computed on the
 DK9892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9892.degrees latitude (g = 980.6199 gals.).
 DK9892
 DK9892.The modeled gravity was interpolated from observed gravity values.
 DK9892
 DK9892;                    North         East    Units  Estimated Accuracy
 DK9892;SPC MN S     -   239,010.      611,216.      MT  (+/- 10 meters HH2 GPS)
 DK9892
 DK9892                          SUPERSEDED SURVEY CONTROL
 DK9892
 DK9892.No superseded survey control is available for this station.
 DK9892
 DK9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1059700414(NAD 83)
 DK9892
 DK9892_MARKER: DD = SURVEY DISK
 DK9892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9892_STAMPING: 4107 A 2 2006
 DK9892_MARK LOGO: MNDT  
 DK9892_PROJECTION: FLUSH
 DK9892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9892+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DK9892_ROD/PIPE-DEPTH:  6.1 meters
 DK9892
 DK9892  HISTORY     - Date     Condition        Report By
 DK9892  HISTORY     - 20061025 MONUMENTED       MNDT
 DK9892
 DK9892                          STATION DESCRIPTION
 DK9892
 DK9892'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9892'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) WEST-SOUTHWEST OF
 DK9892'TYLER, 4.5 MI (7.2 KM) WEST-SOUTHWEST OF LAKE BENTON, 1.3 MI (2.1 KM)
 DK9892'NORTH-NORTHWEST OF VERDI AND 1.0 MI (1.6 KM) ORTHODOX ALONG COUNTY
 DK9892'ROAD 2 FROM THE JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 9 54.2 FT
 DK9892'(16.5 M) WEST OF COUNTY ROAD 2, 42.0 FT (12.8 M) NORTH OF 120TH
 DK9892'STREET, 18.7 FT (5.7 M) SOUTH OF CABLE MARKER, 1.8 FT (0.5 M) SOUTH OF
 DK9892'A WITNESS POST AND WILDLIFE SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9893 ***********************************************************************
 DK9893  DESIGNATION -  4107 A 3
 DK9893  PID         -  DK9893
 DK9893  STATE/COUNTY-  MN/LINCOLN
 DK9893  COUNTRY     -  US
 DK9893  USGS QUAD   -  VERDI (1967)
 DK9893
 DK9893                         *CURRENT SURVEY CONTROL
 DK9893  ______________________________________________________________________
 DK9893* NAD 83(1986) POSITION- 44 14 28.1    (N) 096 21 49.3    (W)   HD_HELD2  
 DK9893* NAVD 88 ORTHO HEIGHT -   572.160  (meters)    1877.16  (feet) ADJUSTED  
 DK9893  ______________________________________________________________________
 DK9893  GEOID HEIGHT    -        -25.76  (meters)                     GEOID09
 DK9893  DYNAMIC HEIGHT  -        572.046 (meters)     1876.79  (feet) COMP
 DK9893  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 DK9893
 DK9893  VERT ORDER      -  SECOND    CLASS I
 DK9893
 DK9893.The horizontal coordinates were scaled from a topographic map and have
 DK9893.an estimated accuracy of +/- 6 seconds.
 DK9893.
 DK9893.The orthometric height was determined by differential leveling and
 DK9893.adjusted in June 2009.
 DK9893
 DK9893.Photographs are available for this station.
 DK9893
 DK9893.The dynamic height is computed by dividing the NAVD 88
 DK9893.geopotential number by the normal gravity value computed on the
 DK9893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9893.degrees latitude (g = 980.6199 gals.).
 DK9893
 DK9893.The modeled gravity was interpolated from observed gravity values.
 DK9893
 DK9893;                    North         East    Units  Estimated Accuracy
 DK9893;SPC MN S     -   240,634.      611,226.      MT  (+/- 10 meters HH2 GPS)
 DK9893
 DK9893                          SUPERSEDED SURVEY CONTROL
 DK9893
 DK9893.No superseded survey control is available for this station.
 DK9893
 DK9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1050702036(NAD 83)
 DK9893
 DK9893_MARKER: DD = SURVEY DISK
 DK9893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9893_STAMPING: 4107 A 3 2006
 DK9893_MARK LOGO: MNDT  
 DK9893_PROJECTION: FLUSH
 DK9893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9893+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2006
 DK9893_ROD/PIPE-DEPTH:  7.6 meters
 DK9893
 DK9893  HISTORY     - Date     Condition        Report By
 DK9893  HISTORY     - 20061025 MONUMENTED       MNDT
 DK9893
 DK9893                          STATION DESCRIPTION
 DK9893
 DK9893'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9893'THE STATION IS LOCATED ABOUT 11.7 MI (18.8 KM) WEST-SOUTHWEST OF
 DK9893'TYLER, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF LAKE BENTON, 2.3 MI (3.7 KM)
 DK9893'NORTH-NORTHWEST OF VERDI AND 2.0 MI (3.2 KM) NORTH ALONG COUNTY ROAD 2
 DK9893'FROM THE JUNCTION OF COUNTY ROAD 2 AND COUNTY ROAD 9 98.0 FT (29.9 M)
 DK9893'WEST OF COUNTY ROAD 2, 151.0 FT (46.0 M) NORTH OF COUNTY ROAD 10 25.6
 DK9893'FT (7.8 M) SOUTH OF THE SOUTHEAST CORNER OF CABLE BOX, 1.0 FT (0.3 M)
 DK9893'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9894 ***********************************************************************
 DK9894  DESIGNATION -  4107 B
 DK9894  PID         -  DK9894
 DK9894  STATE/COUNTY-  MN/LINCOLN
 DK9894  COUNTRY     -  US
 DK9894  USGS QUAD   -  VERDI (1967)
 DK9894
 DK9894                         *CURRENT SURVEY CONTROL
 DK9894  ______________________________________________________________________
 DK9894* NAD 83(1986) POSITION- 44 13 24.6    (N) 096 18 02.6    (W)   HD_HELD2  
 DK9894* NAVD 88 ORTHO HEIGHT -   565.393  (meters)    1854.96  (feet) ADJUSTED  
 DK9894  ______________________________________________________________________
 DK9894  GEOID HEIGHT    -        -25.83  (meters)                     GEOID09
 DK9894  DYNAMIC HEIGHT  -        565.281 (meters)     1854.59  (feet) COMP
 DK9894  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 DK9894
 DK9894  VERT ORDER      -  SECOND    CLASS I
 DK9894
 DK9894.The horizontal coordinates were established by autonomous hand held GPS
 DK9894.observations and have an estimated accuracy of +/- 10 meters.
 DK9894.
 DK9894.The orthometric height was determined by differential leveling and
 DK9894.adjusted in June 2009.
 DK9894
 DK9894.Photographs are available for this station.
 DK9894
 DK9894.The dynamic height is computed by dividing the NAVD 88
 DK9894.geopotential number by the normal gravity value computed on the
 DK9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9894.degrees latitude (g = 980.6199 gals.).
 DK9894
 DK9894.The modeled gravity was interpolated from observed gravity values.
 DK9894
 DK9894;                    North         East    Units  Estimated Accuracy
 DK9894;SPC MN S     -   238,532.      616,198.      MT  (+/- 10 meters HH2 GPS)
 DK9894
 DK9894                          SUPERSEDED SURVEY CONTROL
 DK9894
 DK9894.No superseded survey control is available for this station.
 DK9894
 DK9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1560000240(NAD 83)
 DK9894
 DK9894_MARKER: DD = SURVEY DISK
 DK9894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9894_STAMPING: 4107 B 2006
 DK9894_MARK LOGO: MNDT  
 DK9894_PROJECTION: FLUSH
 DK9894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9894+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DK9894_ROD/PIPE-DEPTH:  6.1 meters
 DK9894
 DK9894  HISTORY     - Date     Condition        Report By
 DK9894  HISTORY     - 20061025 MONUMENTED       MNDT
 DK9894  HISTORY     - 20101201 GOOD             MNDT
 DK9894
 DK9894                          STATION DESCRIPTION
 DK9894
 DK9894'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9894'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF TYLER,
 DK9894'2.7 MI (4.3 KM) EAST-NORTHEAST OF VERDI AND 2.7 MI (4.3 KM)
 DK9894'SOUTH-SOUTHWEST OF LAKE BENTON, 1.55 MI (2.5 KM) SOUTH ALONG TRUNK
 DK9894'HIGHWAY 75 FROM EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY
 DK9894'14, AT TRUNK HIGHWAY 75 MILE POINT 52.0, 86.8 FT (26.5 M) EAST OF
 DK9894'TRUNK HIGHWAY 75, 122.2 FT (37.2 M) SOUTH OF COUNTY ROAD 9, 26.0 FT
 DK9894'(7.9 M) NORTH OF POWER POLE WITH 1 GUY WIRE, 1.0 FT (0.3 M) SOUTH OF A
 DK9894'WITNESS POST.
 DK9894
 DK9894                          STATION RECOVERY (2010)
 DK9894
 DK9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 DK9894'THE MARK IS 2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF LAKE BENTON.
 DK9894' 
 DK9894'TO REACH THE MARK GO 2.9 MI (4.7 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM
 DK9894'EAST JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 14 IN LAKE BENTON,
 DK9894'AT TRUNK HIGHWAY 75 MILE POINT 52.0.
 DK9894' 
 DK9894'IT IS 86.8 FT (26.5 M) EAST OF TRUNK HIGHWAY 75, 122.2 FT (37.2 M)
 DK9894'SOUTH OF COUNTY ROAD 9, 33.0 FT (10.1 M) SOUTHWEST OF METAL HIGH
 DK9894'TENSION POWER POLE NUMBER 134, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0147 ***********************************************************************
 PR0147  DESIGNATION -  4107 F
 PR0147  PID         -  PR0147
 PR0147  STATE/COUNTY-  MN/LINCOLN
 PR0147  COUNTRY     -  US
 PR0147  USGS QUAD   -  LAKE BENTON (1967)
 PR0147
 PR0147                         *CURRENT SURVEY CONTROL
 PR0147  ______________________________________________________________________
 PR0147* NAD 83(1986) POSITION- 44 15 12.9    (N) 096 17 08.3    (W)   HD_HELD2  
 PR0147* NAVD 88 ORTHO HEIGHT -   555.822  (meters)    1823.56  (feet) ADJUSTED  
 PR0147  ______________________________________________________________________
 PR0147  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 PR0147  DYNAMIC HEIGHT  -        555.711 (meters)     1823.20  (feet) COMP
 PR0147  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 PR0147
 PR0147  VERT ORDER      -  SECOND    CLASS I
 PR0147
 PR0147.The horizontal coordinates were established by autonomous hand held GPS
 PR0147.observations and have an estimated accuracy of +/- 10 meters.
 PR0147.
 PR0147.The orthometric height was determined by differential leveling and
 PR0147.adjusted in June 2009.
 PR0147
 PR0147.No vertical observational check was made to the station.
 PR0147
 PR0147.Photographs are available for this station.
 PR0147
 PR0147.The dynamic height is computed by dividing the NAVD 88
 PR0147.geopotential number by the normal gravity value computed on the
 PR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0147.degrees latitude (g = 980.6199 gals.).
 PR0147
 PR0147.The modeled gravity was interpolated from observed gravity values.
 PR0147
 PR0147;                    North         East    Units  Estimated Accuracy
 PR0147;SPC MN S     -   241,839.      617,497.      MT  (+/- 10 meters HH2 GPS)
 PR0147
 PR0147                          SUPERSEDED SURVEY CONTROL
 PR0147
 PR0147  NAVD 88 (06/15/91)  555.839  (m)         1823.62   (f) SUPERSEDED  2 1
 PR0147  NGVD 29 (??/??/92)  555.578  (m)         1822.76   (f) ADJ UNCH    2 1
 PR0147
 PR0147.Superseded values are not recommended for survey control.
 PR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0147.See file dsdata.txt to determine how the superseded data were derived.
 PR0147
 PR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1669403621(NAD 83)
 PR0147
 PR0147_MARKER: DB = BENCH MARK DISK
 PR0147_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0147_SP_SET: BOX CULVERT HEADWALL
 PR0147_STAMPING: 4107 F 1953
 PR0147_MARK LOGO: MNHD  
 PR0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0147+STABILITY: SURFACE MOTION
 PR0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0147+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 PR0147
 PR0147  HISTORY     - Date     Condition        Report By
 PR0147  HISTORY     - 19530401 MONUMENTED       MNHD
 PR0147  HISTORY     - 1976     GOOD             MNHD
 PR0147  HISTORY     - 20061011 GOOD             MNDT
 PR0147  HISTORY     - 20101201 GOOD             MNDT
 PR0147
 PR0147                          STATION DESCRIPTION
 PR0147
 PR0147'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0147'0.6 MI S FROM LAKE BENTON.
 PR0147'THE MARK IS LOCATED 0.6 MILE SOUTH ALONG TRUNK HIGHWAY 75 FROM
 PR0147'THE SOUTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AT LAKE BENTON
 PR0147'AND IS AT TRUNK HIGHWAY 75 MILEPOINT 54.15.  IT IS 71.0 FEET
 PR0147'SOUTHEAST OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 PR0147'TRUNK HIGHWAY 75 AND 44.5 FEET SOUTH OF THE SOUTHWEST CORNER
 PR0147'OF A TWO-CAR GARAGE.  IT IS SET IN THE SOUTHEAST END OF THE
 PR0147'NORTHWEST HEADWALL OF A 6 FOOT BY 7 FOOT CONCRETE BOX CULVERT
 PR0147'(TRUNK HIGHWAY 15 OVER A SMALL CREEK).  SECTION 17, T109N, R45W.
 PR0147'LATITUDE 44 DEG-15.2 MIN LONGITUDE 96 DEG-17.1 MIN.
 PR0147
 PR0147                          STATION RECOVERY (2006)
 PR0147
 PR0147'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PR0147'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF TYLER,
 PR0147'4.5 MI (7.2 KM) NORTHEAST OF VERDI, 0.6 MI (1.0 KM) SOUTH OF LAKE
 PR0147'BENTON AND 0.6 MI (1.0 KM) SOUTH OF SOUTH JUNCTION OF TRUNK HIGHWAY 14
 PR0147'AND TRUNK HIGHWAY 75 AT LAKE BENTON, 71 FT (21.6 M) SOUTHEAST OF TRUNK
 PR0147'HIGHWAY 71, AT TRUNK HIGHWAY 71 MILE POINT 54.20, 44.5 FT (13.6 M)
 PR0147'SOUTH OF THE SOUTHWEST CORNER OF GARAGE, IN SOUTHEAST END OF NORTHWEST
 PR0147'HEADWALL OF TRUNK HIGHWAY 75 BOX CULVERT.
 PR0147
 PR0147                          STATION RECOVERY (2010)
 PR0147
 PR0147'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 PR0147'A NEW DESCRIPTION FOLLOWS.
 PR0147' 
 PR0147'THE MARK IS IN LAKE BENTON.
 PR0147' 
 PR0147'TO REACH THE MARK GO 0.6 MI (1.0 KM) SOUTH OF SOUTH JUNCTION OF TRUNK
 PR0147'HIGHWAY 14 AND TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 71 MILE POINT 54.20.
 PR0147'IT IS 71 FT (21.6 M) SOUTHEAST OF TRUNK HIGHWAY 71, 44.5 FT (13.6 M)
 PR0147'SOUTH OF THE SOUTHWEST CORNER OF GARAGE, IN SOUTHEAST END OF NORTHEAST
 PR0147'HEADWALL OF TRUNK HIGHWAY 75 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0148 ***********************************************************************
 PR0148  DESIGNATION -  4107 G
 PR0148  PID         -  PR0148
 PR0148  STATE/COUNTY-  MN/LINCOLN
 PR0148  COUNTRY     -  US
 PR0148  USGS QUAD   -  VERDI (1967)
 PR0148
 PR0148                         *CURRENT SURVEY CONTROL
 PR0148  ______________________________________________________________________
 PR0148* NAD 83(1986) POSITION- 44 14 34.     (N) 096 17 42.     (W)   SCALED    
 PR0148* NAVD 88 ORTHO HEIGHT -   540.087  (meters)    1771.94  (feet) ADJUSTED  
 PR0148  ______________________________________________________________________
 PR0148  GEOID HEIGHT    -        -25.84  (meters)                     GEOID09
 PR0148  DYNAMIC HEIGHT  -        539.980 (meters)     1771.58  (feet) COMP
 PR0148  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 PR0148
 PR0148  VERT ORDER      -  SECOND    CLASS I
 PR0148
 PR0148.The horizontal coordinates were scaled from a topographic map and have
 PR0148.an estimated accuracy of +/- 6 seconds.
 PR0148.
 PR0148.The orthometric height was determined by differential leveling and
 PR0148.adjusted in June 1991.
 PR0148
 PR0148.The dynamic height is computed by dividing the NAVD 88
 PR0148.geopotential number by the normal gravity value computed on the
 PR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0148.degrees latitude (g = 980.6199 gals.).
 PR0148
 PR0148.The modeled gravity was interpolated from observed gravity values.
 PR0148
 PR0148;                    North         East    Units  Estimated Accuracy
 PR0148;SPC MN S     -   240,660.      616,720.      MT  (+/- 180 meters Scaled)
 PR0148
 PR0148                          SUPERSEDED SURVEY CONTROL
 PR0148
 PR0148.No superseded survey control is available for this station.
 PR0148
 PR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ159023(NAD 83)
 PR0148
 PR0148_MARKER: DD = SURVEY DISK
 PR0148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PR0148_SP_SET: BOX CULVERT
 PR0148_STAMPING: 4107 G
 PR0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PR0148
 PR0148  HISTORY     - Date     Condition        Report By
 PR0148  HISTORY     - UNK      MONUMENTED       MNHD
 PR0148  HISTORY     - 1976     GOOD             MNHD
 PR0148
 PR0148                          STATION DESCRIPTION
 PR0148
 PR0148'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0148'1.5 MI SSW FROM LAKE BENTON.
 PR0148'THE MARK IS LOCATED 1.5 MILES SOUTH-SOUTHWESTERLY ALONG TRUNK
 PR0148'HIGHWAY 75 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAYS 14 AND
 PR0148'75 AT LAKE BENTON AND IS A TRUNK HIGHWAY 75 MILEPOST 53.3.  IT
 PR0148'IS 21.5 FEET SOUTHEAST OF AND ABOUT 1 FOOT LOWER THAN THE
 PR0148'CENTERLINE OF TRUNK HIGHWAY 75 AT STATION 188+75.  IT IS A
 PR0148'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 PR0148'(VCM) DISK CEMENTED INTO A DRILL HOLE IN THE SOUTHEAST CORNER
 PR0148'OF A 6 FOOT BY 8 FOOT CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY
 PR0148'75.  SECTION 17, T109N, R45W.  LATITUDE 44 DEG-14.6 MIN LONGITUDE
 PR0148'96 DEG-17.7 MIN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0149 ***********************************************************************
 PR0149  DESIGNATION -  4107 H
 PR0149  PID         -  PR0149
 PR0149  STATE/COUNTY-  MN/LINCOLN
 PR0149  COUNTRY     -  US
 PR0149  USGS QUAD   -  VERDI (1967)
 PR0149
 PR0149                         *CURRENT SURVEY CONTROL
 PR0149  ______________________________________________________________________
 PR0149* NAD 83(1986) POSITION- 44 14 24.0    (N) 096 17 54.0    (W)   HD_HELD2  
 PR0149* NAVD 88 ORTHO HEIGHT -   536.990  (meters)    1761.77  (feet) ADJUSTED  
 PR0149  ______________________________________________________________________
 PR0149  GEOID HEIGHT    -        -25.83  (meters)                     GEOID09
 PR0149  DYNAMIC HEIGHT  -        536.883 (meters)     1761.42  (feet) COMP
 PR0149  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 PR0149
 PR0149  VERT ORDER      -  SECOND    CLASS I
 PR0149
 PR0149.The horizontal coordinates were established by autonomous hand held GPS
 PR0149.observations and have an estimated accuracy of +/- 10 meters.
 PR0149.
 PR0149.The orthometric height was determined by differential leveling and
 PR0149.adjusted in June 2009.
 PR0149
 PR0149.No vertical observational check was made to the station.
 PR0149
 PR0149.Photographs are available for this station.
 PR0149
 PR0149.The dynamic height is computed by dividing the NAVD 88
 PR0149.geopotential number by the normal gravity value computed on the
 PR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0149.degrees latitude (g = 980.6199 gals.).
 PR0149
 PR0149.The modeled gravity was interpolated from observed gravity values.
 PR0149
 PR0149;                    North         East    Units  Estimated Accuracy
 PR0149;SPC MN S     -   240,359.      616,441.      MT  (+/- 10 meters HH2 GPS)
 PR0149
 PR0149                          SUPERSEDED SURVEY CONTROL
 PR0149
 PR0149  NAVD 88 (06/15/91)  537.023  (m)         1761.88   (f) SUPERSEDED  2 1
 PR0149  NGVD 29 (??/??/92)  536.763  (m)         1761.03   (f) ADJ UNCH    2 1
 PR0149
 PR0149.Superseded values are not recommended for survey control.
 PR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0149.See file dsdata.txt to determine how the superseded data were derived.
 PR0149
 PR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1573002079(NAD 83)
 PR0149
 PR0149_MARKER: DV = VERTICAL CONTROL DISK
 PR0149_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0149_SP_SET: BOX CULVERT
 PR0149_STAMPING: 4107 H 1976
 PR0149_MARK LOGO: MNHD  
 PR0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0149+STABILITY: SURFACE MOTION
 PR0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PR0149+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 PR0149
 PR0149  HISTORY     - Date     Condition        Report By
 PR0149  HISTORY     - 19760401 MONUMENTED       MNHD
 PR0149  HISTORY     - 20061011 GOOD             MNDT
 PR0149  HISTORY     - 20101201 GOOD             MNDT
 PR0149
 PR0149                          STATION DESCRIPTION
 PR0149
 PR0149'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0149'1.8 MI SSW FROM LAKE BENTON.
 PR0149'THE MARK IS LOCATED 1.75 MILES SOUTH-SOUTHWESTERLY ALONG TRUNK
 PR0149'HIGHWAY 75 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAYS 14 AND
 PR0149'75 AT LAKE BENTON.  IT IS 23.7 FEET SOUTHEAST OF AND ABOUT LEVEL
 PR0149'WITH THE CENTERLINE OF TRUNK HIGHWAY 75 AT STATION 174+00, AND
 PR0149'IS 158.5 FEET NORTH OF TRUNK HIGHWAY 75 MILEPOST 53.  IT IS A
 PR0149'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT
 PR0149'(VCM) DISK CEMENTED INTO A DRILL HOLE IN THE SOUTHEAST CORNER
 PR0149'OF A 7 FOOT BY 10 FOOT CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY
 PR0149'75.  SECTION 20, T109N, R45W.  LATITUDE 44 DEG-14.4 MIN LONGITUDE
 PR0149'96 DEG-17.9 MIN.
 PR0149
 PR0149                          STATION RECOVERY (2006)
 PR0149
 PR0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PR0149'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST-SOUTHWEST OF TYLER,
 PR0149'3.4 MI (5.5 KM) NORTHEAST OF VERDI AND 1.75 MI (2.8 KM)
 PR0149'SOUTH-SOUTHWEST ON TRUNK HIGHWAY 75 FROM SOUTH JUNCTION OF TRUNK
 PR0149'HIGHWAY 14 AND TRUNK HIGHWAY 75 AT LAKE BENTON, 23.7 FT (7.2 M)
 PR0149'SOUTHEAST OF TRUNK HIGHWAY 75, 158.8 FT (48.4 M) NORTH OF TRUNK
 PR0149'HIGHWAY 75 MILE POINT 53, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 75 BOX
 PR0149'CULVERT, 103.0 FT (31.4 M) SOUTH OF DRIVEWAY NUMBER 1288.
 PR0149
 PR0149                          STATION RECOVERY (2010)
 PR0149
 PR0149'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (WAS)
 PR0149'THE MARK IS 1.6 MI (2.6 KM) SOUTH OF LAKE BENTON.
 PR0149' 
 PR0149'TO REACH THE MARK GO 1.7 MI (2.7 KM) SOUTH-SOUTHWEST ON TRUNK HIGHWAY
 PR0149'75 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 75 IN
 PR0149'LAKE BENTON.
 PR0149' 
 PR0149'IT IS 23.7 FT (7.2 M) SOUTHEAST OF TRUNK HIGHWAY 75, 158.8 FT (48.4 M)
 PR0149'NORTH OF TRUNK HIGHWAY 75 MILEPOST 53, IN SOUTHEAST CORNER OF TRUNK
 PR0149'HIGHWAY 75 BOX CULVERT, 103.0 FT (31.4 M) SOUTH OF DRIVEWAY NUMBER
 PR0149'1288.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0145 ***********************************************************************
 PR0145  DESIGNATION -  4108 A
 PR0145  PID         -  PR0145
 PR0145  STATE/COUNTY-  MN/LINCOLN
 PR0145  COUNTRY     -  US
 PR0145  USGS QUAD   -  LAKE BENTON (1967)
 PR0145
 PR0145                         *CURRENT SURVEY CONTROL
 PR0145  ______________________________________________________________________
 PR0145* NAD 83(1986) POSITION- 44 16 02.     (N) 096 17 14.     (W)   SCALED    
 PR0145* NAVD 88 ORTHO HEIGHT -   534.010  (meters)    1752.00  (feet) ADJUSTED  
 PR0145  ______________________________________________________________________
 PR0145  GEOID HEIGHT    -        -25.88  (meters)                     GEOID09
 PR0145  DYNAMIC HEIGHT  -        533.904 (meters)     1751.65  (feet) COMP
 PR0145  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 PR0145
 PR0145  VERT ORDER      -  SECOND    CLASS I
 PR0145
 PR0145.The horizontal coordinates were scaled from a topographic map and have
 PR0145.an estimated accuracy of +/- 6 seconds.
 PR0145.
 PR0145.The orthometric height was determined by differential leveling and
 PR0145.adjusted in June 1991.
 PR0145
 PR0145.Photographs are available for this station.
 PR0145
 PR0145.The dynamic height is computed by dividing the NAVD 88
 PR0145.geopotential number by the normal gravity value computed on the
 PR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR0145.degrees latitude (g = 980.6199 gals.).
 PR0145
 PR0145.The modeled gravity was interpolated from observed gravity values.
 PR0145
 PR0145;                    North         East    Units  Estimated Accuracy
 PR0145;SPC MN S     -   243,360.      617,410.      MT  (+/- 180 meters Scaled)
 PR0145
 PR0145                          SUPERSEDED SURVEY CONTROL
 PR0145
 PR0145  NGVD 29 (??/??/92)  533.747  (m)         1751.13   (f) ADJ UNCH    2 1
 PR0145
 PR0145.Superseded values are not recommended for survey control.
 PR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0145.See file dsdata.txt to determine how the superseded data were derived.
 PR0145
 PR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ165051(NAD 83)
 PR0145
 PR0145_MARKER: DB = BENCH MARK DISK
 PR0145_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PR0145_SP_SET: BRIDGE ABUTMENT
 PR0145_STAMPING: 4108 A 1950
 PR0145_MARK LOGO: MNHD  
 PR0145_MAGNETIC: N = NO MAGNETIC MATERIAL
 PR0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0145+STABILITY: SURFACE MOTION
 PR0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR0145+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2006
 PR0145
 PR0145  HISTORY     - Date     Condition        Report By
 PR0145  HISTORY     - 1950     MONUMENTED       MNHD
 PR0145  HISTORY     - 1976     GOOD             MNHD
 PR0145  HISTORY     - 19971031 POOR             LOCENG
 PR0145  HISTORY     - 20061010 GOOD             MNDT
 PR0145
 PR0145                          STATION DESCRIPTION
 PR0145
 PR0145'DESCRIBED BY MN HIGHWAY DEPT 1976
 PR0145'0.1 MI N FROM LAKE BENTON.
 PR0145'THE MARK IS LOCATED 0.1 MILE NORTH ALONG TRUNK HIGHWAY 75 FROM
 PR0145'THE NORTH JUNCTION OF TRUNK HIGHWAYS 14 AND 75 AT LAKE BENTON
 PR0145'AND IS AT TRUNK HIGHWAY 75 MILEPOINT 55.2.  IT IS 42.7 FEET EAST
 PR0145'OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY
 PR0145'75 AND 61.8 FEET EAST OF A STEEL SIGN POST IN THE CONCRETE MEDIAN
 PR0145'OF TRUNK HIGHWAY 75.  IT IS A STANDARD MINNESOTA HIGHWAY
 PR0145'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO
 PR0145'A DRILL HOLE IN THE SOUTHEAST CORNER OF THE HEADWALL OF A 6
 PR0145'FOOT BY 10 FOOT CONCRETE BOX CULVERT UNDER TRUNK HIGHWAY 75.
 PR0145'SECTION 8, T109N, R45W.  LATITUDE 44 DEG-16.0 MIN LONGITUDE
 PR0145'96 DEG-17.2 MIN.
 PR0145
 PR0145                          STATION RECOVERY (1997)
 PR0145
 PR0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (MD)
 PR0145'RECOVERED IN POOR CONDITION.  NOTE--OVER HANGING RETAINING WALL
 PR0145'RENDERS DISK UNUSABLE AT THIS TIME.
 PR0145
 PR0145                          STATION RECOVERY (2006)
 PR0145
 PR0145'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PR0145'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST OF TYLER, 5.2 MI (8.3
 PR0145'KM) NORTHEAST OF VERDI AND 0.4 MI (0.6 KM) NORTH OF LAKE BENTON.
 PR0145' 
 PR0145'TO REACH TO THE STATION GO 0.1 MILES NORTH OF NORTH JUNCTION OF TRUNK
 PR0145'HIGHWAY 14 AND TRUNK HIGHWAY 75 AT LAKE BENTON, 58.0 FEET EAST OF
 PR0145'TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 75 MILEPOINT 55.2, 61.8 FEET EAST
 PR0145'OF SIGN POST, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 75 BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6787 ***********************************************************************
 DL6787  DESIGNATION -  4108 B
 DL6787  PID         -  DL6787
 DL6787  STATE/COUNTY-  MN/LINCOLN
 DL6787  COUNTRY     -  US
 DL6787  USGS QUAD   -  LAKE BENTON (1967)
 DL6787
 DL6787                         *CURRENT SURVEY CONTROL
 DL6787  ______________________________________________________________________
 DL6787* NAD 83(1986) POSITION- 44 17 58.     (N) 096 16 54.     (W)   SCALED    
 DL6787* NAVD 88 ORTHO HEIGHT -   538.307  (meters)    1766.10  (feet) ADJUSTED  
 DL6787  ______________________________________________________________________
 DL6787  GEOID HEIGHT    -        -25.93  (meters)                     GEOID09
 DL6787  DYNAMIC HEIGHT  -        538.199 (meters)     1765.74  (feet) COMP
 DL6787  MODELED GRAVITY -    980,399.6   (mgal)                       NAVD 88
 DL6787
 DL6787  VERT ORDER      -  SECOND    CLASS I
 DL6787
 DL6787.The horizontal coordinates were scaled from a topographic map and have
 DL6787.an estimated accuracy of +/- 6 seconds.
 DL6787.
 DL6787.The orthometric height was determined by differential leveling and
 DL6787.adjusted in February 2011.
 DL6787
 DL6787.The dynamic height is computed by dividing the NAVD 88
 DL6787.geopotential number by the normal gravity value computed on the
 DL6787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6787.degrees latitude (g = 980.6199 gals.).
 DL6787
 DL6787.The modeled gravity was interpolated from observed gravity values.
 DL6787
 DL6787;                    North         East    Units  Estimated Accuracy
 DL6787;SPC MN S     -   246,920.      617,960.      MT  (+/- 180 meters Scaled)
 DL6787
 DL6787                          SUPERSEDED SURVEY CONTROL
 DL6787
 DL6787.No superseded survey control is available for this station.
 DL6787
 DL6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ168087(NAD 83)
 DL6787
 DL6787_MARKER: DB = BENCH MARK DISK
 DL6787_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL6787_SP_SET: BRIDGE ABUTMENT
 DL6787_STAMPING: 4108 B 1948
 DL6787_MARK LOGO: MNHD  
 DL6787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6787+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DL6787
 DL6787  HISTORY     - Date     Condition        Report By
 DL6787  HISTORY     - 1948     MONUMENTED       MNHD
 DL6787  HISTORY     - 20061011 GOOD             MNDT
 DL6787
 DL6787                          STATION DESCRIPTION
 DL6787
 DL6787'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6787'THE MARK IS IN CENTER OF WEST HEADWALL OF TRUNK HIGHWAY 75 BRIDGE, 2.4
 DL6787'MI (3.9 KM) NORTH ALONG TRUNK HIGHWAY 75 FROM THE JUNCTION OF TRUNK
 DL6787'HIGHWAY 75 AND TRUNK HIGHWAY 14 IN LAKE BENTON, AT TRUNK HIGHWAY 75
 DL6787'MILE POINT 57.5, AT TRUNK HIGHWAY 75 STATION 631+06=589+38.
 DL6787' 
 DL6787'IT IS 51.0 FT (15.5 M) NORTH OF COUNTY ROAD 12, 30.3 FT (9.2 M) WEST
 DL6787'OF TRUNK HIGHWAY 75.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6786 ***********************************************************************
 DL6786  DESIGNATION -  4108 G
 DL6786  PID         -  DL6786
 DL6786  STATE/COUNTY-  MN/LINCOLN
 DL6786  COUNTRY     -  US
 DL6786  USGS QUAD   -  LAKE BENTON (1967)
 DL6786
 DL6786                         *CURRENT SURVEY CONTROL
 DL6786  ______________________________________________________________________
 DL6786* NAD 83(1986) POSITION- 44 17 22.     (N) 096 16 53.     (W)   SCALED    
 DL6786* NAVD 88 ORTHO HEIGHT -   559.104  (meters)    1834.33  (feet) ADJUSTED  
 DL6786  ______________________________________________________________________
 DL6786  GEOID HEIGHT    -        -25.91  (meters)                     GEOID09
 DL6786  DYNAMIC HEIGHT  -        558.992 (meters)     1833.96  (feet) COMP
 DL6786  MODELED GRAVITY -    980,400.2   (mgal)                       NAVD 88
 DL6786
 DL6786  VERT ORDER      -  SECOND    CLASS I
 DL6786
 DL6786.The horizontal coordinates were scaled from a topographic map and have
 DL6786.an estimated accuracy of +/- 6 seconds.
 DL6786.
 DL6786.The orthometric height was determined by differential leveling and
 DL6786.adjusted in February 2011.
 DL6786
 DL6786.The dynamic height is computed by dividing the NAVD 88
 DL6786.geopotential number by the normal gravity value computed on the
 DL6786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6786.degrees latitude (g = 980.6199 gals.).
 DL6786
 DL6786.The modeled gravity was interpolated from observed gravity values.
 DL6786
 DL6786;                    North         East    Units  Estimated Accuracy
 DL6786;SPC MN S     -   245,810.      617,950.      MT  (+/- 180 meters Scaled)
 DL6786
 DL6786                          SUPERSEDED SURVEY CONTROL
 DL6786
 DL6786.No superseded survey control is available for this station.
 DL6786
 DL6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ169076(NAD 83)
 DL6786
 DL6786_MARKER: DD = SURVEY DISK
 DL6786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6786_STAMPING: 4108 G 2006
 DL6786_MARK LOGO: MNDT  
 DL6786_PROJECTION: RECESSED 5 CENTIMETERS
 DL6786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6786+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2006
 DL6786_ROD/PIPE-DEPTH:  7.6 meters
 DL6786
 DL6786  HISTORY     - Date     Condition        Report By
 DL6786  HISTORY     - 20060312 MONUMENTED       MNDT
 DL6786
 DL6786                          STATION DESCRIPTION
 DL6786
 DL6786'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6786'THE MARK IS 2.0 MILES (3.2 KM) NORTH OF LAKE BENTON, 1.7 MILES (2.7
 DL6786'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6786'TRUNK HIGHWAY 14 WEST IN LAKE BENTON, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6786'56.85.
 DL6786' 
 DL6786'132.0 FEET (40.2 M) SOUTHEAST OF TRUNK HIGHWAY 75, 29.6 FEET (9.0 M)
 DL6786'EAST OF 190TH AVENUE, 18.8 FEET (5.7 M) SOUTH OF  FIELD ENTRENCE, 1.0
 DL6786'FOOT (0.3 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6788 ***********************************************************************
 DL6788  DESIGNATION -  4108 H
 DL6788  PID         -  DL6788
 DL6788  STATE/COUNTY-  MN/LINCOLN
 DL6788  COUNTRY     -  US
 DL6788  USGS QUAD   -  LAKE BENTON (1967)
 DL6788
 DL6788                         *CURRENT SURVEY CONTROL
 DL6788  ______________________________________________________________________
 DL6788* NAD 83(1986) POSITION- 44 18 50.     (N) 096 16 52.     (W)   SCALED    
 DL6788* NAVD 88 ORTHO HEIGHT -   543.166  (meters)    1782.04  (feet) ADJUSTED  
 DL6788  ______________________________________________________________________
 DL6788  GEOID HEIGHT    -        -25.95  (meters)                     GEOID09
 DL6788  DYNAMIC HEIGHT  -        543.057 (meters)     1781.68  (feet) COMP
 DL6788  MODELED GRAVITY -    980,398.9   (mgal)                       NAVD 88
 DL6788
 DL6788  VERT ORDER      -  SECOND    CLASS I
 DL6788
 DL6788.The horizontal coordinates were scaled from a topographic map and have
 DL6788.an estimated accuracy of +/- 6 seconds.
 DL6788.
 DL6788.The orthometric height was determined by differential leveling and
 DL6788.adjusted in February 2011.
 DL6788
 DL6788.The dynamic height is computed by dividing the NAVD 88
 DL6788.geopotential number by the normal gravity value computed on the
 DL6788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6788.degrees latitude (g = 980.6199 gals.).
 DL6788
 DL6788.The modeled gravity was interpolated from observed gravity values.
 DL6788
 DL6788;                    North         East    Units  Estimated Accuracy
 DL6788;SPC MN S     -   248,530.      618,050.      MT  (+/- 180 meters Scaled)
 DL6788
 DL6788                          SUPERSEDED SURVEY CONTROL
 DL6788
 DL6788.No superseded survey control is available for this station.
 DL6788
 DL6788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ168103(NAD 83)
 DL6788
 DL6788_MARKER: DD = SURVEY DISK
 DL6788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6788_STAMPING: 4108 H 2006
 DL6788_MARK LOGO: MNDT  
 DL6788_PROJECTION: FLUSH
 DL6788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6788+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2011
 DL6788_ROD/PIPE-DEPTH:  6.1 meters
 DL6788
 DL6788  HISTORY     - Date     Condition        Report By
 DL6788  HISTORY     - 2006     MONUMENTED       MNDT
 DL6788  HISTORY     - 20111102 GOOD             DUCKS
 DL6788
 DL6788                          STATION DESCRIPTION
 DL6788
 DL6788'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6788'THE MARK IS 3.5 MILES (5.6 KM) NORTH OF LAKE BENTON, 3.4 MILES (5.5
 DL6788'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6788'TRUNK HIGHWAY 14 WEST IN LAKE BENTON, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6788'58.5, 73.1 FEET (22.3 M) EAST OF TRUNK HIGHWAY 75, 49.8 FEET (15.2 M)
 DL6788'NORTH OF 180TH STREET, 1.0 FOOT (0.3 M) WEST OF WITNESS POST.
 DL6788
 DL6788                          STATION RECOVERY (2011)
 DL6788
 DL6788'RECOVERY NOTE BY DUCKS UNLIMITED 2011 (GLJ)
 DL6788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6789 ***********************************************************************
 DL6789  DESIGNATION -  4108 J
 DL6789  PID         -  DL6789
 DL6789  STATE/COUNTY-  MN/LINCOLN
 DL6789  COUNTRY     -  US
 DL6789  USGS QUAD   -  LAKE BENTON (1967)
 DL6789
 DL6789                         *CURRENT SURVEY CONTROL
 DL6789  ______________________________________________________________________
 DL6789* NAD 83(1986) POSITION- 44 19 41.     (N) 096 16 53.     (W)   SCALED    
 DL6789* NAVD 88 ORTHO HEIGHT -   544.895  (meters)    1787.71  (feet) ADJUSTED  
 DL6789  ______________________________________________________________________
 DL6789  GEOID HEIGHT    -        -25.96  (meters)                     GEOID09
 DL6789  DYNAMIC HEIGHT  -        544.785 (meters)     1787.35  (feet) COMP
 DL6789  MODELED GRAVITY -    980,398.4   (mgal)                       NAVD 88
 DL6789
 DL6789  VERT ORDER      -  SECOND    CLASS I
 DL6789
 DL6789.The horizontal coordinates were scaled from a topographic map and have
 DL6789.an estimated accuracy of +/- 6 seconds.
 DL6789.
 DL6789.The orthometric height was determined by differential leveling and
 DL6789.adjusted in February 2011.
 DL6789
 DL6789.The dynamic height is computed by dividing the NAVD 88
 DL6789.geopotential number by the normal gravity value computed on the
 DL6789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6789.degrees latitude (g = 980.6199 gals.).
 DL6789
 DL6789.The modeled gravity was interpolated from observed gravity values.
 DL6789
 DL6789;                    North         East    Units  Estimated Accuracy
 DL6789;SPC MN S     -   250,100.      618,070.      MT  (+/- 180 meters Scaled)
 DL6789
 DL6789                          SUPERSEDED SURVEY CONTROL
 DL6789
 DL6789.No superseded survey control is available for this station.
 DL6789
 DL6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ167119(NAD 83)
 DL6789
 DL6789_MARKER: DD = SURVEY DISK
 DL6789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6789_STAMPING: 4108 J 2006
 DL6789_MARK LOGO: MNDT  
 DL6789_PROJECTION: FLUSH
 DL6789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6789+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6789_ROD/PIPE-DEPTH:  4.6 meters
 DL6789
 DL6789  HISTORY     - Date     Condition        Report By
 DL6789  HISTORY     - 2006     MONUMENTED       MNDT
 DL6789
 DL6789                          STATION DESCRIPTION
 DL6789
 DL6789'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6789'THE MARK IS 4.5 MILES (7.2 KM) NORTH OF LAKE BENTON, 4.4 MILES (7.1
 DL6789'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6789'TRUNK HIGHWAY 14 WEST IN LAKE BENTON, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6789'59.5, 95.5 FEET (29.1 M) NORTH OF COUNTY ROAD 13, 76.9 FEET (23.4 M)
 DL6789'EAST OF TRUNK HIGHWAY 75, 38.0 FEET (11.6 M) SOUTHWEST OF POWER POLE,
 DL6789'26.0 FEET (7.9 M) NORTHEAST OF POWER POLE, 1.0 FOOT (0.3 M) WEST OF
 DL6789'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6790 ***********************************************************************
 DL6790  DESIGNATION -  4108 K
 DL6790  PID         -  DL6790
 DL6790  STATE/COUNTY-  MN/LINCOLN
 DL6790  COUNTRY     -  US
 DL6790  USGS QUAD   -  LAKE BENTON (1967)
 DL6790
 DL6790                         *CURRENT SURVEY CONTROL
 DL6790  ______________________________________________________________________
 DL6790* NAD 83(1986) POSITION- 44 20 36.     (N) 096 16 56.     (W)   SCALED    
 DL6790* NAVD 88 ORTHO HEIGHT -   541.880  (meters)    1777.82  (feet) ADJUSTED  
 DL6790  ______________________________________________________________________
 DL6790  GEOID HEIGHT    -        -25.98  (meters)                     GEOID09
 DL6790  DYNAMIC HEIGHT  -        541.771 (meters)     1777.46  (feet) COMP
 DL6790  MODELED GRAVITY -    980,398.2   (mgal)                       NAVD 88
 DL6790
 DL6790  VERT ORDER      -  SECOND    CLASS I
 DL6790
 DL6790.The horizontal coordinates were scaled from a topographic map and have
 DL6790.an estimated accuracy of +/- 6 seconds.
 DL6790.
 DL6790.The orthometric height was determined by differential leveling and
 DL6790.adjusted in February 2011.
 DL6790
 DL6790.The dynamic height is computed by dividing the NAVD 88
 DL6790.geopotential number by the normal gravity value computed on the
 DL6790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6790.degrees latitude (g = 980.6199 gals.).
 DL6790
 DL6790.The modeled gravity was interpolated from observed gravity values.
 DL6790
 DL6790;                    North         East    Units  Estimated Accuracy
 DL6790;SPC MN S     -   251,800.      618,050.      MT  (+/- 180 meters Scaled)
 DL6790
 DL6790                          SUPERSEDED SURVEY CONTROL
 DL6790
 DL6790.No superseded survey control is available for this station.
 DL6790
 DL6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ166135(NAD 83)
 DL6790
 DL6790_MARKER: DD = SURVEY DISK
 DL6790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6790_STAMPING: 4108 K 2006
 DL6790_MARK LOGO: MNDT  
 DL6790_PROJECTION: RECESSED 5 CENTIMETERS
 DL6790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6790+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6790_ROD/PIPE-DEPTH:  6.1 meters
 DL6790
 DL6790  HISTORY     - Date     Condition        Report By
 DL6790  HISTORY     - 2006     MONUMENTED       MNDT
 DL6790
 DL6790                          STATION DESCRIPTION
 DL6790
 DL6790'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6790'THE MARK IS 5.5 MILES (8.9 KM) NORTH OF LAKE BENTON, 5.4 MILES (8.7
 DL6790'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6790'TRUNK HIGHWAY 14 WEST IN LAKE BENTON, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6790'60.5, 93.0 FEET (28.3 M) WEST OF TRUNK HIGHWAY 75, 64.9 FEET (19.8 M)
 DL6790'NORTH OF 200TH STREET, 36.9 FEET (11.2 M) SOUTHWEST OF CABLE BOX
 DL6790'ONU7C4, 1.0 FOOT (0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6791 ***********************************************************************
 DL6791  DESIGNATION -  4108 L
 DL6791  PID         -  DL6791
 DL6791  STATE/COUNTY-  MN/LINCOLN
 DL6791  COUNTRY     -  US
 DL6791  USGS QUAD   -  LAKE BENTON (1967)
 DL6791
 DL6791                         *CURRENT SURVEY CONTROL
 DL6791  ______________________________________________________________________
 DL6791* NAD 83(1986) POSITION- 44 21 28.     (N) 096 16 56.     (W)   SCALED    
 DL6791* NAVD 88 ORTHO HEIGHT -   543.340  (meters)    1782.61  (feet) ADJUSTED  
 DL6791  ______________________________________________________________________
 DL6791  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 DL6791  DYNAMIC HEIGHT  -        543.230 (meters)     1782.25  (feet) COMP
 DL6791  MODELED GRAVITY -    980,398.4   (mgal)                       NAVD 88
 DL6791
 DL6791  VERT ORDER      -  SECOND    CLASS I
 DL6791
 DL6791.The horizontal coordinates were scaled from a topographic map and have
 DL6791.an estimated accuracy of +/- 6 seconds.
 DL6791.
 DL6791.The orthometric height was determined by differential leveling and
 DL6791.adjusted in February 2011.
 DL6791
 DL6791.The dynamic height is computed by dividing the NAVD 88
 DL6791.geopotential number by the normal gravity value computed on the
 DL6791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6791.degrees latitude (g = 980.6199 gals.).
 DL6791
 DL6791.The modeled gravity was interpolated from observed gravity values.
 DL6791
 DL6791;                    North         East    Units  Estimated Accuracy
 DL6791;SPC MN S     -   253,400.      618,090.      MT  (+/- 180 meters Scaled)
 DL6791
 DL6791                          SUPERSEDED SURVEY CONTROL
 DL6791
 DL6791.No superseded survey control is available for this station.
 DL6791
 DL6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ165152(NAD 83)
 DL6791
 DL6791_MARKER: DD = SURVEY DISK
 DL6791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6791_STAMPING: 4180 L 2006
 DL6791_MARK LOGO: MNDT  
 DL6791_PROJECTION: FLUSH
 DL6791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6791+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6791_ROD/PIPE-DEPTH:  6.1 meters
 DL6791
 DL6791  HISTORY     - Date     Condition        Report By
 DL6791  HISTORY     - 2006     MONUMENTED       MNDT
 DL6791
 DL6791                          STATION DESCRIPTION
 DL6791
 DL6791'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6791'THE MARK IS 6.5 MILES (10.5 KM) NORTH OF LAKE BENTON, 6.4 MILES (10.3
 DL6791'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6791'TRUNK HIGHWAY 14 WEST IN LAKE BENTON, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6791'61.5.
 DL6791' 
 DL6791'IT IS 118.5 FEET (36.1 M) WEST OF TRUNK HIGHWAY 75, 87.0 FEET (26.5 M)
 DL6791'NORTH OF COUNTY ROAD 122, 67.0 FEET (20.4 M) NORTHWEST OF POWER
 DL6791'PEDESTAL, 3.5 FEET (1.1 M) SOUTHEAST OF RIGHT OF WAY POST, 1.0 FOOT
 DL6791'(0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6793 ***********************************************************************
 DL6793  DESIGNATION -  4108 M
 DL6793  PID         -  DL6793
 DL6793  STATE/COUNTY-  MN/LINCOLN
 DL6793  COUNTRY     -  US
 DL6793  USGS QUAD   -  LAKE BENTON NE (1967)
 DL6793
 DL6793                         *CURRENT SURVEY CONTROL
 DL6793  ______________________________________________________________________
 DL6793* NAD 83(1986) POSITION- 44 23 10.     (N) 096 16 57.     (W)   SCALED    
 DL6793* NAVD 88 ORTHO HEIGHT -   536.059  (meters)    1758.72  (feet) ADJUSTED  
 DL6793  ______________________________________________________________________
 DL6793  GEOID HEIGHT    -        -26.02  (meters)                     GEOID09
 DL6793  DYNAMIC HEIGHT  -        535.951 (meters)     1758.37  (feet) COMP
 DL6793  MODELED GRAVITY -    980,399.9   (mgal)                       NAVD 88
 DL6793
 DL6793  VERT ORDER      -  SECOND    CLASS I
 DL6793
 DL6793.The horizontal coordinates were scaled from a topographic map and have
 DL6793.an estimated accuracy of +/- 6 seconds.
 DL6793.
 DL6793.The orthometric height was determined by differential leveling and
 DL6793.adjusted in February 2011.
 DL6793
 DL6793.The dynamic height is computed by dividing the NAVD 88
 DL6793.geopotential number by the normal gravity value computed on the
 DL6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6793.degrees latitude (g = 980.6199 gals.).
 DL6793
 DL6793.The modeled gravity was interpolated from observed gravity values.
 DL6793
 DL6793;                    North         East    Units  Estimated Accuracy
 DL6793;SPC MN S     -   256,550.      618,160.      MT  (+/- 180 meters Scaled)
 DL6793
 DL6793                          SUPERSEDED SURVEY CONTROL
 DL6793
 DL6793.No superseded survey control is available for this station.
 DL6793
 DL6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ164183(NAD 83)
 DL6793
 DL6793_MARKER: DD = SURVEY DISK
 DL6793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6793_STAMPING: 4108 M 2006
 DL6793_MARK LOGO: MNDT  
 DL6793_PROJECTION: FLUSH
 DL6793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6793+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6793_ROD/PIPE-DEPTH:  6.1 meters
 DL6793
 DL6793  HISTORY     - Date     Condition        Report By
 DL6793  HISTORY     - 2006     MONUMENTED       MNDT
 DL6793
 DL6793                          STATION DESCRIPTION
 DL6793
 DL6793'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6793'THE MARK IS 5.0 MILES (8.0 KM) SOUTH-SOUTHWEST OF IVANHOE, 5.4 MILES
 DL6793'(8.7 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY
 DL6793'75 AND TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6793'63.5, 94.0 FEET (28.7 M) WEST OF TRUNK HIGHWAY 75, 65.3 FEET (19.9 M)
 DL6793'SOUTH OF COUNTY ROAD 15, 1.0 FOOT (0.3 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6794 ***********************************************************************
 DL6794  DESIGNATION -  4108 N
 DL6794  PID         -  DL6794
 DL6794  STATE/COUNTY-  MN/LINCOLN
 DL6794  COUNTRY     -  US
 DL6794  USGS QUAD   -  LAKE BENTON NE (1967)
 DL6794
 DL6794                         *CURRENT SURVEY CONTROL
 DL6794  ______________________________________________________________________
 DL6794* NAD 83(1986) POSITION- 44 24 04.     (N) 096 16 56.     (W)   SCALED    
 DL6794* NAVD 88 ORTHO HEIGHT -   535.736  (meters)    1757.66  (feet) ADJUSTED  
 DL6794  ______________________________________________________________________
 DL6794  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DL6794  DYNAMIC HEIGHT  -        535.629 (meters)     1757.31  (feet) COMP
 DL6794  MODELED GRAVITY -    980,401.4   (mgal)                       NAVD 88
 DL6794
 DL6794  VERT ORDER      -  SECOND    CLASS I
 DL6794
 DL6794.The horizontal coordinates were scaled from a topographic map and have
 DL6794.an estimated accuracy of +/- 6 seconds.
 DL6794.
 DL6794.The orthometric height was determined by differential leveling and
 DL6794.adjusted in February 2011.
 DL6794
 DL6794.The dynamic height is computed by dividing the NAVD 88
 DL6794.geopotential number by the normal gravity value computed on the
 DL6794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6794.degrees latitude (g = 980.6199 gals.).
 DL6794
 DL6794.The modeled gravity was interpolated from observed gravity values.
 DL6794
 DL6794;                    North         East    Units  Estimated Accuracy
 DL6794;SPC MN S     -   258,220.      618,230.      MT  (+/- 180 meters Scaled)
 DL6794
 DL6794                          SUPERSEDED SURVEY CONTROL
 DL6794
 DL6794.No superseded survey control is available for this station.
 DL6794
 DL6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ164200(NAD 83)
 DL6794
 DL6794_MARKER: DD = SURVEY DISK
 DL6794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6794_STAMPING: 4108 N 2006
 DL6794_MARK LOGO: MNDT  
 DL6794_PROJECTION: FLUSH
 DL6794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6794+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6794_ROD/PIPE-DEPTH:  5.5 meters
 DL6794
 DL6794  HISTORY     - Date     Condition        Report By
 DL6794  HISTORY     - 2006     MONUMENTED       MNDT
 DL6794
 DL6794                          STATION DESCRIPTION
 DL6794
 DL6794'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6794'THE STATION IS LOCATED ABOUT 10.1 MI (16.3 KM) SOUTHEAST OF HENDRICKS,
 DL6794'9.7 MI (15.6 KM) NORTH OF LAKE BENTON AND 5.0 MI (8.0 KM)
 DL6794'WEST-NORTHWEST OF ARCO.    THE MARK IS 4.0 MI (6.4 KM) SOUTH-SOUTHWEST
 DL6794'OF IVANHOE, 4.4 MI (7.1 KM) SOUTH ALONG TRUNK HIGHWAY 75 FROM THE
 DL6794'JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 19 WEST OF IVANHOE, AT
 DL6794'TRUNK HIGHWAY 75 MILE POINT 64.3, 75.8 FT (23.1 M) WEST OF TRUNK
 DL6794'HIGHWAY 75, 74.2 FT (22.6 M) NORTH OF 240TH STREET, 44.2 FT (13.5 M)
 DL6794'NORTH OF CABLE BOX 4M7, 17.1 FT (5.2 M) SOUTH OF POWER POLE, 1.0 FT
 DL6794'(0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5914 ***********************************************************************
 DL5914  DESIGNATION -  4108 P
 DL5914  PID         -  DL5914
 DL5914  STATE/COUNTY-  MN/LINCOLN
 DL5914  COUNTRY     -  US
 DL5914  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5914
 DL5914                         *CURRENT SURVEY CONTROL
 DL5914  ______________________________________________________________________
 DL5914* NAD 83(2007) POSITION- 44 25 51.95601(N) 096 16 54.32762(W)   ADJUSTED  
 DL5914* NAD 83(2007) ELLIP HT-   502.376 (meters)        (10/23/09)   ADJUSTED
 DL5914* NAD 83(2007) EPOCH   -  2002.00
 DL5914* NAVD 88 ORTHO HEIGHT -   528.435  (meters)    1733.71  (feet) ADJUSTED  
 DL5914  ______________________________________________________________________
 DL5914  NAD 83(2007) X  -   -499,211.248 (meters)                     COMP
 DL5914  NAD 83(2007) Y  - -4,535,036.584 (meters)                     COMP
 DL5914  NAD 83(2007) Z  -  4,442,775.734 (meters)                     COMP
 DL5914  LAPLACE CORR    -         -5.59  (seconds)                    DEFLEC09
 DL5914  GEOID HEIGHT    -        -26.04  (meters)                     GEOID09
 DL5914  DYNAMIC HEIGHT  -        528.331 (meters)     1733.37  (feet) COMP
 DL5914  MODELED GRAVITY -    980,405.9   (mgal)                       NAVD 88
 DL5914
 DL5914  HORZ ORDER      -  FIRST
 DL5914  VERT ORDER      -  SECOND    CLASS I
 DL5914  ELLP ORDER      -  FIRST     CLASS II
 DL5914
 DL5914.The horizontal coordinates were established by GPS observations
 DL5914.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5914
 DL5914.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5914.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5914
 DL5914.The horizontal coordinates are valid at the epoch date displayed above
 DL5914.which is a decimal equivalence of Year/Month/Day.
 DL5914
 DL5914.The orthometric height was determined by differential leveling and
 DL5914.adjusted in February 2011.
 DL5914
 DL5914.Photographs are available for this station.
 DL5914
 DL5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5914
 DL5914.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5914
 DL5914.The ellipsoidal height was determined by GPS observations
 DL5914.and is referenced to NAD 83.
 DL5914
 DL5914.The dynamic height is computed by dividing the NAVD 88
 DL5914.geopotential number by the normal gravity value computed on the
 DL5914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5914.degrees latitude (g = 980.6199 gals.).
 DL5914
 DL5914.The modeled gravity was interpolated from observed gravity values.
 DL5914
 DL5914. The following values were computed from the NAD 83(2007) position.
 DL5914
 DL5914;                    North         East     Units Scale Factor Converg.
 DL5914;SPC MN S     -   261,546.521   618,356.848   MT  0.99992279   -1 35 57.7
 DL5914;SPC MN S     -   858,090.54  2,028,725.76   sFT  0.99992279   -1 35 57.7
 DL5914;UTM  14      - 4,923,349.942   716,350.214   MT  1.00017567   +1 54 13.1
 DL5914
 DL5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5914!SPC MN S     -   0.99992124  x   0.99992279  =   0.99984403
 DL5914!UTM  14      -   0.99992124  x   1.00017567  =   1.00009689
 DL5914
 DL5914:                Primary Azimuth Mark                     Grid Az
 DL5914:SPC MN S     -  LINCOLN RM 2                             004 43 06.3
 DL5914:UTM  14      -  LINCOLN RM 2                             001 12 55.5
 DL5914
 DL5914|---------------------------------------------------------------------|
 DL5914| PID    Reference Object                     Distance      Geod. Az  |
 DL5914|                                                           dddmmss.s |
 DL5914| CO9187 LINCOLN RM 2                        APPROX. 0.6 KM 0030708.6 |
 DL5914|---------------------------------------------------------------------|
 DL5914
 DL5914                          SUPERSEDED SURVEY CONTROL
 DL5914
 DL5914  NAVD 88 (10/23/09)  528.43   (m)         1733.7    (f) LEVELING    3  
 DL5914
 DL5914.Superseded values are not recommended for survey control.
 DL5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5914.See file dsdata.txt to determine how the superseded data were derived.
 DL5914
 DL5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1635023349(NAD 83)
 DL5914
 DL5914_MARKER: DD = SURVEY DISK
 DL5914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5914_STAMPING: 4108 P 2006
 DL5914_MARK LOGO: MNDT  
 DL5914_PROJECTION: FLUSH
 DL5914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5914+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5914_ROD/PIPE-DEPTH:  6.1 meters
 DL5914
 DL5914  HISTORY     - Date     Condition        Report By
 DL5914  HISTORY     - 2006     MONUMENTED       MNDT
 DL5914  HISTORY     - 20061010 GOOD             MNDT
 DL5914  HISTORY     - 20090428 GOOD             MNDT
 DL5914
 DL5914                          STATION DESCRIPTION
 DL5914
 DL5914'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5914'THE MARK IS 2.0 MILES (3.2 KM) SOUTHWEST OF IVANHOE, 2.4 MILES (3.9
 DL5914'KM) SOUTH ALONG TURNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL5914'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 66.55,
 DL5914'110.6 FEET (33.7 M) NORTH OF ENTRANCE TO SUBSTATION, 74.3 FEET (22.6
 DL5914'M) EAST OF TRUNK HIGHWAY 75, 3.5 FEET (1.1 M) SOUTHWEST OF FENCE
 DL5914'CORNER, 1.0 FOOT (0.3 M) SOUTH OF WITNESS POST.
 DL5914
 DL5914                          STATION RECOVERY (2009)
 DL5914
 DL5914'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5914'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5914'THE MARK IS 2.8 MILES SOUTHWEST OF IVANHOE, 2.4 MILES SOUTH ALONG
 DL5914'TURNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY
 DL5914'19, AT TRUNK HIGHWAY 75 MILEPOST 66.55, 110.6 FEET NORTH OF ENTRANCE
 DL5914'TO SUBSTATION, 74.3 FEET EAST OF TRUNK HIGHWAY 75, 3.5 FEET SOUTHWEST
 DL5914'OF FENCE CORNER, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5915 ***********************************************************************
 DL5915  DESIGNATION -  4108 Q
 DL5915  PID         -  DL5915
 DL5915  STATE/COUNTY-  MN/LINCOLN
 DL5915  COUNTRY     -  US
 DL5915  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5915
 DL5915                         *CURRENT SURVEY CONTROL
 DL5915  ______________________________________________________________________
 DL5915* NAD 83(2007) POSITION- 44 26 50.57286(N) 096 16 08.71724(W)   ADJUSTED  
 DL5915* NAD 83(2007) ELLIP HT-   488.819 (meters)        (10/23/09)   ADJUSTED
 DL5915* NAD 83(2007) EPOCH   -  2002.00
 DL5915* NAVD 88 ORTHO HEIGHT -   514.900  (meters)    1689.30  (feet) ADJUSTED  
 DL5915  ______________________________________________________________________
 DL5915  NAD 83(2007) X  -   -498,069.025 (meters)                     COMP
 DL5915  NAD 83(2007) Y  - -4,533,877.917 (meters)                     COMP
 DL5915  NAD 83(2007) Z  -  4,444,058.185 (meters)                     COMP
 DL5915  LAPLACE CORR    -         -5.74  (seconds)                    DEFLEC09
 DL5915  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DL5915  DYNAMIC HEIGHT  -        514.800 (meters)     1688.97  (feet) COMP
 DL5915  MODELED GRAVITY -    980,409.3   (mgal)                       NAVD 88
 DL5915
 DL5915  HORZ ORDER      -  FIRST
 DL5915  VERT ORDER      -  SECOND    CLASS I
 DL5915  ELLP ORDER      -  FIRST     CLASS II
 DL5915
 DL5915.The horizontal coordinates were established by GPS observations
 DL5915.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5915
 DL5915.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5915.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5915
 DL5915.The horizontal coordinates are valid at the epoch date displayed above
 DL5915.which is a decimal equivalence of Year/Month/Day.
 DL5915
 DL5915.The orthometric height was determined by differential leveling and
 DL5915.adjusted in February 2011.
 DL5915
 DL5915.Photographs are available for this station.
 DL5915
 DL5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5915
 DL5915.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5915
 DL5915.The ellipsoidal height was determined by GPS observations
 DL5915.and is referenced to NAD 83.
 DL5915
 DL5915.The dynamic height is computed by dividing the NAVD 88
 DL5915.geopotential number by the normal gravity value computed on the
 DL5915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5915.degrees latitude (g = 980.6199 gals.).
 DL5915
 DL5915.The modeled gravity was interpolated from observed gravity values.
 DL5915
 DL5915. The following values were computed from the NAD 83(2007) position.
 DL5915
 DL5915;                    North         East     Units Scale Factor Converg.
 DL5915;SPC MN S     -   263,326.929   619,415.383   MT  0.99992248   -1 35 25.7
 DL5915;SPC MN S     -   863,931.77  2,032,198.64   sFT  0.99992248   -1 35 25.7
 DL5915;UTM  14      - 4,925,192.176   717,298.221   MT  1.00018072   +1 54 47.1
 DL5915
 DL5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5915!SPC MN S     -   0.99992336  x   0.99992248  =   0.99984585
 DL5915!UTM  14      -   0.99992336  x   1.00018072  =   1.00010407
 DL5915
 DL5915                          SUPERSEDED SURVEY CONTROL
 DL5915
 DL5915  NAVD 88 (10/23/09)  514.89   (m)         1689.3    (f) LEVELING    3  
 DL5915
 DL5915.Superseded values are not recommended for survey control.
 DL5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5915.See file dsdata.txt to determine how the superseded data were derived.
 DL5915
 DL5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1729825192(NAD 83)
 DL5915
 DL5915_MARKER: DD = SURVEY DISK
 DL5915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5915_STAMPING: 4108 Q 2006
 DL5915_MARK LOGO: MNDT  
 DL5915_PROJECTION: RECESSED 5 CENTIMETERS
 DL5915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5915+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5915_ROD/PIPE-DEPTH:  4.6 meters
 DL5915
 DL5915  HISTORY     - Date     Condition        Report By
 DL5915  HISTORY     - 2006     MONUMENTED       MNDT
 DL5915  HISTORY     - 20061010 GOOD             MNDT
 DL5915  HISTORY     - 20090428 GOOD             MNDT
 DL5915
 DL5915                          STATION DESCRIPTION
 DL5915
 DL5915'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5915'THE MARK IS 1.0 MILE (1.6 KM) SOUTHWEST OF IVANHOE, 1.0 MILE (1.6 KM)
 DL5915'SOUTH AND SOUTHWEST ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK
 DL5915'HIGHWAY 75 AND TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75
 DL5915'MILEPOINT 68.0, 72.0 FEET (21.9 M) SOUTHEAST OF TRUNK HIGHWAY 75, 26.6
 DL5915'FEET (8.1 M) NORTHEAST OF POWER POLE WITH TWO GUY WIRES, 1.0 FOOT (0.3
 DL5915'M) NORTHWEST OF WITNESS POST.
 DL5915
 DL5915                          STATION RECOVERY (2009)
 DL5915
 DL5915'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5915'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5915'THE MARK IS 1.5 MILES SOUTHWEST OF IVANHOE, 1.0 MILE SOUTH AND
 DL5915'SOUTHWEST ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL5915'TRUNK HIGHWAY 19, AT TRUNK HIGHWAY 75 MILEPOST 68.0, 72.0 FEET
 DL5915'SOUTHEAST OF TRUNK HIGHWAY 75, 26.6 FEET NORTHEAST OF POWER POLE WITH
 DL5915'TWO GUY WIRES, 1.0 FOOT NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6785 ***********************************************************************
 DL6785  DESIGNATION -  4108 R
 DL6785  PID         -  DL6785
 DL6785  STATE/COUNTY-  MN/LINCOLN
 DL6785  COUNTRY     -  US
 DL6785  USGS QUAD   -  LAKE BENTON (1967)
 DL6785
 DL6785                         *CURRENT SURVEY CONTROL
 DL6785  ______________________________________________________________________
 DL6785* NAD 83(1986) POSITION- 44 16 39.     (N) 096 17 10.     (W)   SCALED    
 DL6785* NAVD 88 ORTHO HEIGHT -   567.282  (meters)    1861.16  (feet) ADJUSTED  
 DL6785  ______________________________________________________________________
 DL6785  GEOID HEIGHT    -        -25.89  (meters)                     GEOID09
 DL6785  DYNAMIC HEIGHT  -        567.170 (meters)     1860.79  (feet) COMP
 DL6785  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 DL6785
 DL6785  VERT ORDER      -  SECOND    CLASS I
 DL6785
 DL6785.The horizontal coordinates were scaled from a topographic map and have
 DL6785.an estimated accuracy of +/- 6 seconds.
 DL6785.
 DL6785.The orthometric height was determined by differential leveling and
 DL6785.adjusted in February 2011.
 DL6785
 DL6785.The dynamic height is computed by dividing the NAVD 88
 DL6785.geopotential number by the normal gravity value computed on the
 DL6785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6785.degrees latitude (g = 980.6199 gals.).
 DL6785
 DL6785.The modeled gravity was interpolated from observed gravity values.
 DL6785
 DL6785;                    North         East    Units  Estimated Accuracy
 DL6785;SPC MN S     -   244,500.      617,530.      MT  (+/- 180 meters Scaled)
 DL6785
 DL6785                          SUPERSEDED SURVEY CONTROL
 DL6785
 DL6785.No superseded survey control is available for this station.
 DL6785
 DL6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ165062(NAD 83)
 DL6785
 DL6785_MARKER: DD = SURVEY DISK
 DL6785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6785_STAMPING: 4108 R 2006
 DL6785_MARK LOGO: MNDT  
 DL6785_PROJECTION: FLUSH
 DL6785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6785+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2011
 DL6785_ROD/PIPE-DEPTH:  6.1 meters
 DL6785
 DL6785  HISTORY     - Date     Condition        Report By
 DL6785  HISTORY     - 2006     MONUMENTED       MNDT
 DL6785  HISTORY     - 20111102 GOOD             DUCKS
 DL6785
 DL6785                          STATION DESCRIPTION
 DL6785
 DL6785'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6785'THE MARK IS 1.0 MILE (1.6 KM) NORTH OF LAKE BENTON, 0.9 MILE (1.4 KM)
 DL6785'NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6785'TRUNK HIGHWAY 14 WEST IN LAKE BENTON, AT TRUNK HIGHWAY 75 MILEPOINT
 DL6785'55.9.
 DL6785' 
 DL6785'74.0 FEET (22.6 M) EAST OF TRUNK HIGHWAY 75, 39.4 FEET (12.0 M)
 DL6785'SOUTHWEST OF POWER POLE, 10.8 FEET (3.3 M) SOUTH OF FIELD ENTRENCE,
 DL6785'2.0 FEET (0.6 M) WEST OF FENCE CORNER, 1.0 FOOT (0.3 M) WEST OF
 DL6785'WITNESS POST.
 DL6785
 DL6785                          STATION RECOVERY (2011)
 DL6785
 DL6785'RECOVERY NOTE BY DUCKS UNLIMITED 2011 (GLJ)
 DL6785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6801 ***********************************************************************
 DL6801  DESIGNATION -  4109 06 F
 DL6801  PID         -  DL6801
 DL6801  STATE/COUNTY-  MN/LINCOLN
 DL6801  COUNTRY     -  US
 DL6801  USGS QUAD   -  CANBY SE (1967)
 DL6801
 DL6801                         *CURRENT SURVEY CONTROL
 DL6801  ______________________________________________________________________
 DL6801* NAD 83(1986) POSITION- 44 35 39.     (N) 096 16 34.     (W)   SCALED    
 DL6801* NAVD 88 ORTHO HEIGHT -   470.048  (meters)    1542.15  (feet) ADJUSTED  
 DL6801  ______________________________________________________________________
 DL6801  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 DL6801  DYNAMIC HEIGHT  -        469.975 (meters)     1541.91  (feet) COMP
 DL6801  MODELED GRAVITY -    980,449.6   (mgal)                       NAVD 88
 DL6801
 DL6801  VERT ORDER      -  SECOND    CLASS I
 DL6801
 DL6801.The horizontal coordinates were scaled from a topographic map and have
 DL6801.an estimated accuracy of +/- 6 seconds.
 DL6801.
 DL6801.The orthometric height was determined by differential leveling and
 DL6801.adjusted in February 2011.
 DL6801
 DL6801.The dynamic height is computed by dividing the NAVD 88
 DL6801.geopotential number by the normal gravity value computed on the
 DL6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6801.degrees latitude (g = 980.6199 gals.).
 DL6801
 DL6801.The modeled gravity was interpolated from observed gravity values.
 DL6801
 DL6801;                    North         East    Units  Estimated Accuracy
 DL6801;SPC MN S     -   279,650.      619,310.      MT  (+/- 180 meters Scaled)
 DL6801
 DL6801                          SUPERSEDED SURVEY CONTROL
 DL6801
 DL6801.No superseded survey control is available for this station.
 DL6801
 DL6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ161414(NAD 83)
 DL6801
 DL6801_MARKER: DB = BENCH MARK DISK
 DL6801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL6801_SP_SET: BOX CULVERT
 DL6801_STAMPING: 4109 06 F 1947
 DL6801_MARK LOGO: USGS  
 DL6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6801+STABILITY: SURFACE MOTION
 DL6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6801+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DL6801
 DL6801  HISTORY     - Date     Condition        Report By
 DL6801  HISTORY     - 1947     MONUMENTED       USGS
 DL6801  HISTORY     - 20061011 GOOD             MNDT
 DL6801
 DL6801                          STATION DESCRIPTION
 DL6801
 DL6801'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6801'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.  THE MARK IS
 DL6801'7.95 MILES (12.79 KM) SOUTH ON TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK
 DL6801'HIGHWAY 75 AND TRUNK HIGHWAY 68 IN CANBY, 48 FEET (14.6 M) EAST OF
 DL6801'TRUNK HIGHWAY 75, IN CENTER OF TRUNK HIGHWAY 75 BOX CULVERT HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6803 ***********************************************************************
 DL6803  DESIGNATION -  4109 A
 DL6803  PID         -  DL6803
 DL6803  STATE/COUNTY-  MN/LINCOLN
 DL6803  COUNTRY     -  US
 DL6803  USGS QUAD   -  CANBY SE (1967)
 DL6803
 DL6803                         *CURRENT SURVEY CONTROL
 DL6803  ______________________________________________________________________
 DL6803* NAD 83(1986) POSITION- 44 36 56.     (N) 096 16 35.     (W)   SCALED    
 DL6803* NAVD 88 ORTHO HEIGHT -   466.091  (meters)    1529.17  (feet) ADJUSTED  
 DL6803  ______________________________________________________________________
 DL6803  GEOID HEIGHT    -        -25.86  (meters)                     GEOID09
 DL6803  DYNAMIC HEIGHT  -        466.023 (meters)     1528.94  (feet) COMP
 DL6803  MODELED GRAVITY -    980,455.6   (mgal)                       NAVD 88
 DL6803
 DL6803  VERT ORDER      -  SECOND    CLASS I
 DL6803
 DL6803.The horizontal coordinates were scaled from a topographic map and have
 DL6803.an estimated accuracy of +/- 6 seconds.
 DL6803.
 DL6803.The orthometric height was determined by differential leveling and
 DL6803.adjusted in February 2011.
 DL6803
 DL6803.The dynamic height is computed by dividing the NAVD 88
 DL6803.geopotential number by the normal gravity value computed on the
 DL6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6803.degrees latitude (g = 980.6199 gals.).
 DL6803
 DL6803.The modeled gravity was interpolated from observed gravity values.
 DL6803
 DL6803;                    North         East    Units  Estimated Accuracy
 DL6803;SPC MN S     -   282,020.      619,360.      MT  (+/- 180 meters Scaled)
 DL6803
 DL6803                          SUPERSEDED SURVEY CONTROL
 DL6803
 DL6803.No superseded survey control is available for this station.
 DL6803
 DL6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ160438(NAD 83)
 DL6803
 DL6803_MARKER: DD = SURVEY DISK
 DL6803_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6803_STAMPING: 4109 A 2006
 DL6803_MARK LOGO: MNDT  
 DL6803_PROJECTION: FLUSH
 DL6803_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6803+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6803_ROD/PIPE-DEPTH:  6.1 meters
 DL6803
 DL6803  HISTORY     - Date     Condition        Report By
 DL6803  HISTORY     - 2006     MONUMENTED       MNDT
 DL6803
 DL6803                          STATION DESCRIPTION
 DL6803
 DL6803'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6803'THE MARK IS 11.0 MILES (17.7 KM) NORTH OF IVANHOE, 11.1 MILES (17.9
 DL6803'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6803'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 79.9,
 DL6803'70.4 FEET (21.5 M) WEST OF TRUNK HIGHWAY 75, 64.1 FEET (19.5 M) SOUTH
 DL6803'OF COUNTY ROAD 20, 14.1 FEET (4.3 M) NORTH OF CABLE PEDESTAL NUMMBER
 DL6803'9R3, 1.4 FEET (0.4 M) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6802 ***********************************************************************
 DL6802  DESIGNATION -  4109 B
 DL6802  PID         -  DL6802
 DL6802  STATE/COUNTY-  MN/LINCOLN
 DL6802  COUNTRY     -  US
 DL6802  USGS QUAD   -  CANBY SE (1967)
 DL6802
 DL6802                         *CURRENT SURVEY CONTROL
 DL6802  ______________________________________________________________________
 DL6802* NAD 83(1986) POSITION- 44 36 04.     (N) 096 16 39.     (W)   SCALED    
 DL6802* NAVD 88 ORTHO HEIGHT -   470.214  (meters)    1542.69  (feet) ADJUSTED  
 DL6802  ______________________________________________________________________
 DL6802  GEOID HEIGHT    -        -25.86  (meters)                     GEOID09
 DL6802  DYNAMIC HEIGHT  -        470.142 (meters)     1542.46  (feet) COMP
 DL6802  MODELED GRAVITY -    980,451.5   (mgal)                       NAVD 88
 DL6802
 DL6802  VERT ORDER      -  SECOND    CLASS I
 DL6802
 DL6802.The horizontal coordinates were scaled from a topographic map and have
 DL6802.an estimated accuracy of +/- 6 seconds.
 DL6802.
 DL6802.The orthometric height was determined by differential leveling and
 DL6802.adjusted in February 2011.
 DL6802
 DL6802.The dynamic height is computed by dividing the NAVD 88
 DL6802.geopotential number by the normal gravity value computed on the
 DL6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6802.degrees latitude (g = 980.6199 gals.).
 DL6802
 DL6802.The modeled gravity was interpolated from observed gravity values.
 DL6802
 DL6802;                    North         East    Units  Estimated Accuracy
 DL6802;SPC MN S     -   280,420.      619,220.      MT  (+/- 180 meters Scaled)
 DL6802
 DL6802                          SUPERSEDED SURVEY CONTROL
 DL6802
 DL6802.No superseded survey control is available for this station.
 DL6802
 DL6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ160422(NAD 83)
 DL6802
 DL6802_MARKER: DD = SURVEY DISK
 DL6802_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6802_STAMPING: 4109 B 2006
 DL6802_MARK LOGO: MNDT  
 DL6802_PROJECTION: RECESSED 3 CENTIMETERS
 DL6802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6802+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6802_ROD/PIPE-DEPTH:  4.6 meters
 DL6802
 DL6802  HISTORY     - Date     Condition        Report By
 DL6802  HISTORY     - 2006     MONUMENTED       MNDT
 DL6802
 DL6802                          STATION DESCRIPTION
 DL6802
 DL6802'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6802'THE MARK IS 10.0 MILES (16.1 KM) NORTH OF IVANHOE, 10.10 MILES (16.25
 DL6802'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6802'TRUNK HIGHWAY 19 WEST OF IVANHOE, THENCE 0.1 MILE (0.2 KM) WEST ON
 DL6802'380TH STREET, 41.8 FEET (12.7 M) NORTH OF 380TH STREET, 1.6 FEET (0.5
 DL6802'M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6800 ***********************************************************************
 DL6800  DESIGNATION -  4109 C
 DL6800  PID         -  DL6800
 DL6800  STATE/COUNTY-  MN/LINCOLN
 DL6800  COUNTRY     -  US
 DL6800  USGS QUAD   -  CANBY SE (1967)
 DL6800
 DL6800                         *CURRENT SURVEY CONTROL
 DL6800  ______________________________________________________________________
 DL6800* NAD 83(1986) POSITION- 44 35 11.     (N) 096 16 34.     (W)   SCALED    
 DL6800* NAVD 88 ORTHO HEIGHT -   483.485  (meters)    1586.23  (feet) ADJUSTED  
 DL6800  ______________________________________________________________________
 DL6800  GEOID HEIGHT    -        -25.87  (meters)                     GEOID09
 DL6800  DYNAMIC HEIGHT  -        483.410 (meters)     1585.99  (feet) COMP
 DL6800  MODELED GRAVITY -    980,447.3   (mgal)                       NAVD 88
 DL6800
 DL6800  VERT ORDER      -  SECOND    CLASS I
 DL6800
 DL6800.The horizontal coordinates were scaled from a topographic map and have
 DL6800.an estimated accuracy of +/- 6 seconds.
 DL6800.
 DL6800.The orthometric height was determined by differential leveling and
 DL6800.adjusted in February 2011.
 DL6800
 DL6800.The dynamic height is computed by dividing the NAVD 88
 DL6800.geopotential number by the normal gravity value computed on the
 DL6800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6800.degrees latitude (g = 980.6199 gals.).
 DL6800
 DL6800.The modeled gravity was interpolated from observed gravity values.
 DL6800
 DL6800;                    North         East    Units  Estimated Accuracy
 DL6800;SPC MN S     -   278,780.      619,290.      MT  (+/- 180 meters Scaled)
 DL6800
 DL6800                          SUPERSEDED SURVEY CONTROL
 DL6800
 DL6800.No superseded survey control is available for this station.
 DL6800
 DL6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ162406(NAD 83)
 DL6800
 DL6800_MARKER: DD = SURVEY DISK
 DL6800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6800_STAMPING: 4109 C 2006
 DL6800_MARK LOGO: MNDT  
 DL6800_PROJECTION: RECESSED 3 CENTIMETERS
 DL6800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6800+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6800_ROD/PIPE-DEPTH:  6.1 meters
 DL6800
 DL6800  HISTORY     - Date     Condition        Report By
 DL6800  HISTORY     - 2006     MONUMENTED       MNDT
 DL6800
 DL6800                          STATION DESCRIPTION
 DL6800
 DL6800'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6800'THE MARK IS 9.0 MILES (14.5 KM) NORTH OF IVANHOE, 9.05 MILES (14.56
 DL6800'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6800'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 77.9,
 DL6800'75.2 FEET (22.9 M) EAST OF TRUNK HIGHWAY 75, 56.9 FEET (17.3 M) SOUTH
 DL6800'OF COUNTY ROAD 19, 1.8 FEET (0.5 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6799 ***********************************************************************
 DL6799  DESIGNATION -  4109 D
 DL6799  PID         -  DL6799
 DL6799  STATE/COUNTY-  MN/LINCOLN
 DL6799  COUNTRY     -  US
 DL6799  USGS QUAD   -  CANBY SE (1967)
 DL6799
 DL6799                         *CURRENT SURVEY CONTROL
 DL6799  ______________________________________________________________________
 DL6799* NAD 83(1986) POSITION- 44 34 19.     (N) 096 16 31.     (W)   SCALED    
 DL6799* NAVD 88 ORTHO HEIGHT -   488.423  (meters)    1602.43  (feet) ADJUSTED  
 DL6799  ______________________________________________________________________
 DL6799  GEOID HEIGHT    -        -25.89  (meters)                     GEOID09
 DL6799  DYNAMIC HEIGHT  -        488.346 (meters)     1602.18  (feet) COMP
 DL6799  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 DL6799
 DL6799  VERT ORDER      -  SECOND    CLASS I
 DL6799
 DL6799.The horizontal coordinates were scaled from a topographic map and have
 DL6799.an estimated accuracy of +/- 6 seconds.
 DL6799.
 DL6799.The orthometric height was determined by differential leveling and
 DL6799.adjusted in February 2011.
 DL6799
 DL6799.The dynamic height is computed by dividing the NAVD 88
 DL6799.geopotential number by the normal gravity value computed on the
 DL6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6799.degrees latitude (g = 980.6199 gals.).
 DL6799
 DL6799.The modeled gravity was interpolated from observed gravity values.
 DL6799
 DL6799;                    North         East    Units  Estimated Accuracy
 DL6799;SPC MN S     -   277,180.      619,310.      MT  (+/- 180 meters Scaled)
 DL6799
 DL6799                          SUPERSEDED SURVEY CONTROL
 DL6799
 DL6799.No superseded survey control is available for this station.
 DL6799
 DL6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ163390(NAD 83)
 DL6799
 DL6799_MARKER: DD = SURVEY DISK
 DL6799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6799_STAMPING: 4109 D 2006
 DL6799_MARK LOGO: MNDT  
 DL6799_PROJECTION: FLUSH
 DL6799_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6799_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6799+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6799_ROD/PIPE-DEPTH:  6.1 meters
 DL6799
 DL6799  HISTORY     - Date     Condition        Report By
 DL6799  HISTORY     - 2006     MONUMENTED       MNDT
 DL6799
 DL6799                          STATION DESCRIPTION
 DL6799
 DL6799'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6799'THE MARK IS 8.0 MILES (12.9 KM) NORTH OF IVANHOE, 8.05 MILES (12.95
 DL6799'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6799'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 76.0,
 DL6799'71.4 FEET (21.8 M) EAST OF TRUNK HIGHWAY 75, 52.8 FEET (16.1 M) NORTH
 DL6799'OF 360TH STREET, 18.7 FEET (5.7 M) NORTH OF POWER POLE, 1.5 FEET (0.5
 DL6799'M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6798 ***********************************************************************
 DL6798  DESIGNATION -  4109 E
 DL6798  PID         -  DL6798
 DL6798  STATE/COUNTY-  MN/LINCOLN
 DL6798  COUNTRY     -  US
 DL6798  USGS QUAD   -  CANBY SE (1967)
 DL6798
 DL6798                         *CURRENT SURVEY CONTROL
 DL6798  ______________________________________________________________________
 DL6798* NAD 83(1986) POSITION- 44 33 27.     (N) 096 16 31.     (W)   SCALED    
 DL6798* NAVD 88 ORTHO HEIGHT -   501.909  (meters)    1646.68  (feet) ADJUSTED  
 DL6798  ______________________________________________________________________
 DL6798  GEOID HEIGHT    -        -25.91  (meters)                     GEOID09
 DL6798  DYNAMIC HEIGHT  -        501.827 (meters)     1646.41  (feet) COMP
 DL6798  MODELED GRAVITY -    980,438.6   (mgal)                       NAVD 88
 DL6798
 DL6798  VERT ORDER      -  SECOND    CLASS I
 DL6798
 DL6798.The horizontal coordinates were scaled from a topographic map and have
 DL6798.an estimated accuracy of +/- 6 seconds.
 DL6798.
 DL6798.The orthometric height was determined by differential leveling and
 DL6798.adjusted in February 2011.
 DL6798
 DL6798.The dynamic height is computed by dividing the NAVD 88
 DL6798.geopotential number by the normal gravity value computed on the
 DL6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6798.degrees latitude (g = 980.6199 gals.).
 DL6798
 DL6798.The modeled gravity was interpolated from observed gravity values.
 DL6798
 DL6798;                    North         East    Units  Estimated Accuracy
 DL6798;SPC MN S     -   275,570.      619,260.      MT  (+/- 180 meters Scaled)
 DL6798
 DL6798                          SUPERSEDED SURVEY CONTROL
 DL6798
 DL6798.No superseded survey control is available for this station.
 DL6798
 DL6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ163374(NAD 83)
 DL6798
 DL6798_MARKER: DD = SURVEY DISK
 DL6798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6798_STAMPING: 4109 E 2006
 DL6798_MARK LOGO: MNDT  
 DL6798_PROJECTION: FLUSH
 DL6798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6798+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6798_ROD/PIPE-DEPTH:  7.3 meters
 DL6798
 DL6798  HISTORY     - Date     Condition        Report By
 DL6798  HISTORY     - 2006     MONUMENTED       MNDT
 DL6798
 DL6798                          STATION DESCRIPTION
 DL6798
 DL6798'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6798'THE MARK IS 7.0 MILES (11.3 KM) NORTH OF IVANHOE, 7.05 MILES (11.35
 DL6798'KM) NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6798'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 75.9,
 DL6798'137.4 FEET (41.9 M) EAST OF TRUNK HIGHWAY 75, 56.9 FEET (17.3 M) NORTH
 DL6798'OF COUNTY ROAD 18, 1.8 FEET (0.5 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6797 ***********************************************************************
 DL6797  DESIGNATION -  4109 F
 DL6797  PID         -  DL6797
 DL6797  STATE/COUNTY-  MN/LINCOLN
 DL6797  COUNTRY     -  US
 DL6797  USGS QUAD   -  CANBY SE (1967)
 DL6797
 DL6797                         *CURRENT SURVEY CONTROL
 DL6797  ______________________________________________________________________
 DL6797* NAD 83(1986) POSITION- 44 32 36.     (N) 096 16 28.     (W)   SCALED    
 DL6797* NAVD 88 ORTHO HEIGHT -   506.608  (meters)    1662.10  (feet) ADJUSTED  
 DL6797  ______________________________________________________________________
 DL6797  GEOID HEIGHT    -        -25.94  (meters)                     GEOID09
 DL6797  DYNAMIC HEIGHT  -        506.523 (meters)     1661.82  (feet) COMP
 DL6797  MODELED GRAVITY -    980,434.3   (mgal)                       NAVD 88
 DL6797
 DL6797  VERT ORDER      -  SECOND    CLASS I
 DL6797
 DL6797.The horizontal coordinates were scaled from a topographic map and have
 DL6797.an estimated accuracy of +/- 6 seconds.
 DL6797.
 DL6797.The orthometric height was determined by differential leveling and
 DL6797.adjusted in February 2011.
 DL6797
 DL6797.The dynamic height is computed by dividing the NAVD 88
 DL6797.geopotential number by the normal gravity value computed on the
 DL6797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6797.degrees latitude (g = 980.6199 gals.).
 DL6797
 DL6797.The modeled gravity was interpolated from observed gravity values.
 DL6797
 DL6797;                    North         East    Units  Estimated Accuracy
 DL6797;SPC MN S     -   274,000.      619,290.      MT  (+/- 180 meters Scaled)
 DL6797
 DL6797                          SUPERSEDED SURVEY CONTROL
 DL6797
 DL6797.No superseded survey control is available for this station.
 DL6797
 DL6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ165358(NAD 83)
 DL6797
 DL6797_MARKER: DD = SURVEY DISK
 DL6797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6797_STAMPING: 4109 F 2006
 DL6797_MARK LOGO: MNDT  
 DL6797_PROJECTION: FLUSH
 DL6797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6797+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6797_ROD/PIPE-DEPTH:  4.6 meters
 DL6797
 DL6797  HISTORY     - Date     Condition        Report By
 DL6797  HISTORY     - 2006     MONUMENTED       MNDT
 DL6797
 DL6797                          STATION DESCRIPTION
 DL6797
 DL6797'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6797'THE MARK IS 6.0 MILES (9.7 KM) NORTH OF IVANHOE, 6.05 MILES (9.74 KM)
 DL6797'NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6797'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 74.9,
 DL6797'128.8 FEET (39.3 M) SOUTHWEST OF TRUNK HIGHWAY 75, 57.2 FEET (17.4 M)
 DL6797'WEST OF POWER POLE, 35.1 FEET (10.7 M) NORTH OF 340TH STREET, 1.7 FEET
 DL6797'(0.5 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6796 ***********************************************************************
 DL6796  DESIGNATION -  4109 G
 DL6796  PID         -  DL6796
 DL6796  STATE/COUNTY-  MN/LINCOLN
 DL6796  COUNTRY     -  US
 DL6796  USGS QUAD   -  CANBY SE (1967)
 DL6796
 DL6796                         *CURRENT SURVEY CONTROL
 DL6796  ______________________________________________________________________
 DL6796* NAD 83(1986) POSITION- 44 31 57.     (N) 096 16 15.     (W)   SCALED    
 DL6796* NAVD 88 ORTHO HEIGHT -   488.036  (meters)    1601.16  (feet) ADJUSTED  
 DL6796  ______________________________________________________________________
 DL6796  GEOID HEIGHT    -        -25.97  (meters)                     GEOID09
 DL6796  DYNAMIC HEIGHT  -        487.953 (meters)     1600.89  (feet) COMP
 DL6796  MODELED GRAVITY -    980,431.0   (mgal)                       NAVD 88
 DL6796
 DL6796  VERT ORDER      -  SECOND    CLASS I
 DL6796
 DL6796.The horizontal coordinates were scaled from a topographic map and have
 DL6796.an estimated accuracy of +/- 6 seconds.
 DL6796.
 DL6796.The orthometric height was determined by differential leveling and
 DL6796.adjusted in February 2011.
 DL6796
 DL6796.The dynamic height is computed by dividing the NAVD 88
 DL6796.geopotential number by the normal gravity value computed on the
 DL6796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6796.degrees latitude (g = 980.6199 gals.).
 DL6796
 DL6796.The modeled gravity was interpolated from observed gravity values.
 DL6796
 DL6796;                    North         East    Units  Estimated Accuracy
 DL6796;SPC MN S     -   272,790.      619,540.      MT  (+/- 180 meters Scaled)
 DL6796
 DL6796                          SUPERSEDED SURVEY CONTROL
 DL6796
 DL6796.No superseded survey control is available for this station.
 DL6796
 DL6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ168346(NAD 83)
 DL6796
 DL6796_MARKER: DD = SURVEY DISK
 DL6796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6796_STAMPING: 4109 G 2006
 DL6796_MARK LOGO: MNDT  
 DL6796_PROJECTION: FLUSH
 DL6796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6796+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6796_ROD/PIPE-DEPTH:  6.1 meters
 DL6796
 DL6796  HISTORY     - Date     Condition        Report By
 DL6796  HISTORY     - 2006     MONUMENTED       MNDT
 DL6796
 DL6796                          STATION DESCRIPTION
 DL6796
 DL6796'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6796'THE MARK IS 5.0 MILES (8.0 KM) NORTH OF IVANHOE, 5.25 MILES (8.45 KM)
 DL6796'NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6796'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 74.15,
 DL6796'154.2 FEET (47.0 M) EAST OF TRUNK HIGHWAY 75, 43.3 FEET (13.2 M)
 DL6796'EAST-SOUTHEAST OF POWER POLE, 41.6 FEET (12.7 M) SOUTH OF 330TH
 DL6796'STREET, 21.6 FEET (6.6 M) EAST OF FIELD ENTRANCE, 1.9 FEET (0.6 M)
 DL6796'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6795 ***********************************************************************
 DL6795  DESIGNATION -  4109 H
 DL6795  PID         -  DL6795
 DL6795  STATE/COUNTY-  MN/LINCOLN
 DL6795  COUNTRY     -  US
 DL6795  USGS QUAD   -  CANBY SE (1967)
 DL6795
 DL6795                         *CURRENT SURVEY CONTROL
 DL6795  ______________________________________________________________________
 DL6795* NAD 83(1986) POSITION- 44 31 05.     (N) 096 16 11.     (W)   SCALED    
 DL6795* NAVD 88 ORTHO HEIGHT -   513.852  (meters)    1685.86  (feet) ADJUSTED  
 DL6795  ______________________________________________________________________
 DL6795  GEOID HEIGHT    -        -26.00  (meters)                     GEOID09
 DL6795  DYNAMIC HEIGHT  -        513.762 (meters)     1685.57  (feet) COMP
 DL6795  MODELED GRAVITY -    980,426.6   (mgal)                       NAVD 88
 DL6795
 DL6795  VERT ORDER      -  SECOND    CLASS I
 DL6795
 DL6795.The horizontal coordinates were scaled from a topographic map and have
 DL6795.an estimated accuracy of +/- 6 seconds.
 DL6795.
 DL6795.The orthometric height was determined by differential leveling and
 DL6795.adjusted in February 2011.
 DL6795
 DL6795.The dynamic height is computed by dividing the NAVD 88
 DL6795.geopotential number by the normal gravity value computed on the
 DL6795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6795.degrees latitude (g = 980.6199 gals.).
 DL6795
 DL6795.The modeled gravity was interpolated from observed gravity values.
 DL6795
 DL6795;                    North         East    Units  Estimated Accuracy
 DL6795;SPC MN S     -   271,180.      619,580.      MT  (+/- 180 meters Scaled)
 DL6795
 DL6795                          SUPERSEDED SURVEY CONTROL
 DL6795
 DL6795.No superseded survey control is available for this station.
 DL6795
 DL6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ169330(NAD 83)
 DL6795
 DL6795_MARKER: DD = SURVEY DISK
 DL6795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6795_STAMPING: 4109 H 2006
 DL6795_MARK LOGO: MNDT  
 DL6795_PROJECTION: FLUSH
 DL6795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6795+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6795_ROD/PIPE-DEPTH:  6.1 meters
 DL6795
 DL6795  HISTORY     - Date     Condition        Report By
 DL6795  HISTORY     - 2006     MONUMENTED       MNDT
 DL6795
 DL6795                          STATION DESCRIPTION
 DL6795
 DL6795'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6795'THE MARK IS 4.0 MILES (6.4 KM) NORTH OF IVANHOE, 4.25 MILES (6.84 KM)
 DL6795'NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL6795'TRUNK HIGHWAY 19 WEST OF IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 73.15,
 DL6795'128.0 FEET (39.0 M) NORTHEAST OF TRUNK HIGHWAY 75, 49.2 FEET (15.0 M)
 DL6795'SOUTH OF 320TH STREET, 18.4 FEET (5.6 M) EAST OF POWER POLE, 1.7 FEET
 DL6795'(0.5 M) WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5916 ***********************************************************************
 DL5916  DESIGNATION -  4109 J
 DL5916  PID         -  DL5916
 DL5916  STATE/COUNTY-  MN/LINCOLN
 DL5916  COUNTRY     -  US
 DL5916  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5916
 DL5916                         *CURRENT SURVEY CONTROL
 DL5916  ______________________________________________________________________
 DL5916* NAD 83(2007) POSITION- 44 29 20.59761(N) 096 15 39.68783(W)   ADJUSTED  
 DL5916* NAD 83(2007) ELLIP HT-   477.836 (meters)        (10/23/09)   ADJUSTED
 DL5916* NAD 83(2007) EPOCH   -  2002.00
 DL5916* NAVD 88 ORTHO HEIGHT -   503.892  (meters)    1653.19  (feet) ADJUSTED  
 DL5916  ______________________________________________________________________
 DL5916  NAD 83(2007) X  -   -497,076.267 (meters)                     COMP
 DL5916  NAD 83(2007) Y  - -4,530,715.329 (meters)                     COMP
 DL5916  NAD 83(2007) Z  -  4,447,355.478 (meters)                     COMP
 DL5916  LAPLACE CORR    -         -6.57  (seconds)                    DEFLEC09
 DL5916  GEOID HEIGHT    -        -26.06  (meters)                     GEOID09
 DL5916  DYNAMIC HEIGHT  -        503.800 (meters)     1652.88  (feet) COMP
 DL5916  MODELED GRAVITY -    980,419.4   (mgal)                       NAVD 88
 DL5916
 DL5916  HORZ ORDER      -  FIRST
 DL5916  VERT ORDER      -  SECOND    CLASS I
 DL5916  ELLP ORDER      -  FIRST     CLASS II
 DL5916
 DL5916.The horizontal coordinates were established by GPS observations
 DL5916.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5916
 DL5916.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5916.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5916
 DL5916.The horizontal coordinates are valid at the epoch date displayed above
 DL5916.which is a decimal equivalence of Year/Month/Day.
 DL5916
 DL5916.The orthometric height was determined by differential leveling and
 DL5916.adjusted in February 2011.
 DL5916
 DL5916.Photographs are available for this station.
 DL5916
 DL5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5916
 DL5916.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5916
 DL5916.The ellipsoidal height was determined by GPS observations
 DL5916.and is referenced to NAD 83.
 DL5916
 DL5916.The dynamic height is computed by dividing the NAVD 88
 DL5916.geopotential number by the normal gravity value computed on the
 DL5916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5916.degrees latitude (g = 980.6199 gals.).
 DL5916
 DL5916.The modeled gravity was interpolated from observed gravity values.
 DL5916
 DL5916. The following values were computed from the NAD 83(2007) position.
 DL5916
 DL5916;                    North         East     Units Scale Factor Converg.
 DL5916;SPC MN S     -   267,937.837   620,185.031   MT  0.99992206   -1 35 05.3
 DL5916;SPC MN S     -   879,059.39  2,034,723.72   sFT  0.99992206   -1 35 05.3
 DL5916;UTM  14      - 4,929,842.714   717,784.725   MT  1.00018332   +1 55 12.5
 DL5916
 DL5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5916!SPC MN S     -   0.99992508  x   0.99992206  =   0.99984715
 DL5916!UTM  14      -   0.99992508  x   1.00018332  =   1.00010839
 DL5916
 DL5916:                Primary Azimuth Mark                     Grid Az
 DL5916:SPC MN S     -  4109 K                                   182 30 28.9
 DL5916:UTM  14      -  4109 K                                   179 00 11.1
 DL5916
 DL5916|---------------------------------------------------------------------|
 DL5916| PID    Reference Object                     Distance      Geod. Az  |
 DL5916|                                                           dddmmss.s |
 DL5916| DL5917 4109 K                              APPROX. 1.6 KM 1805523.6 |
 DL5916|---------------------------------------------------------------------|
 DL5916
 DL5916                          SUPERSEDED SURVEY CONTROL
 DL5916
 DL5916  NAVD 88 (10/23/09)  503.89   (m)         1653.2    (f) LEVELING    3  
 DL5916
 DL5916.Superseded values are not recommended for survey control.
 DL5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5916.See file dsdata.txt to determine how the superseded data were derived.
 DL5916
 DL5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1778429842(NAD 83)
 DL5916
 DL5916_MARKER: DD = SURVEY DISK
 DL5916_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5916_STAMPING: 4109 J 2006
 DL5916_MARK LOGO: MNDT  
 DL5916_PROJECTION: FLUSH
 DL5916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5916+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5916_ROD/PIPE-DEPTH:  4.6 meters
 DL5916
 DL5916  HISTORY     - Date     Condition        Report By
 DL5916  HISTORY     - 2006     MONUMENTED       MNDT
 DL5916  HISTORY     - 20061012 GOOD             MNDT
 DL5916  HISTORY     - 20090428 GOOD             MNDT
 DL5916
 DL5916                          STATION DESCRIPTION
 DL5916
 DL5916'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5916'THE MARK IS 2.0 MILES (3.2 KM) NORTH OF IVANHOE, 2.0 MILES (3.2 KM)
 DL5916'NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL5916'TRUNK HIGHWAY 19 IN IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 70.95, 76.5
 DL5916'FEET (23.3 M) EAST OF TRUNK HIGHWAY 75, 2.1 FEET (0.6 M) WEST OF RIGHT
 DL5916'OF WAY POST, 2.1 FEET (0.6 M) WEST OF WITNESS POST.
 DL5916
 DL5916                          STATION RECOVERY (2009)
 DL5916
 DL5916'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5916'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5916'THE MARK IS 2.0 MILES NORTH OF IVANHOE, 2.0 MILES NORTH ALONG TRUNK
 DL5916'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 19, AT
 DL5916'TRUNK HIGHWAY 75 MILEPOST 70.95, 76.5 FEET EAST OF TRUNK HIGHWAY 75,
 DL5916'2.1 FEET WEST OF RIGHT-OF-WAY POST, 2.1 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5917 ***********************************************************************
 DL5917  DESIGNATION -  4109 K
 DL5917  PID         -  DL5917
 DL5917  STATE/COUNTY-  MN/LINCOLN
 DL5917  COUNTRY     -  US
 DL5917  USGS QUAD   -  LAKE BENTON NE (1967)
 DL5917
 DL5917                         *CURRENT SURVEY CONTROL
 DL5917  ______________________________________________________________________
 DL5917* NAD 83(2007) POSITION- 44 28 28.26674(N) 096 15 40.86561(W)   ADJUSTED  
 DL5917* NAD 83(2007) ELLIP HT-   481.314 (meters)        (10/23/09)   ADJUSTED
 DL5917* NAD 83(2007) EPOCH   -  2002.00
 DL5917* NAVD 88 ORTHO HEIGHT -   507.384  (meters)    1664.64  (feet) ADJUSTED  
 DL5917  ______________________________________________________________________
 DL5917  NAD 83(2007) X  -   -497,225.858 (meters)                     COMP
 DL5917  NAD 83(2007) Y  - -4,531,840.106 (meters)                     COMP
 DL5917  NAD 83(2007) Z  -  4,446,205.353 (meters)                     COMP
 DL5917  LAPLACE CORR    -         -6.29  (seconds)                    DEFLEC09
 DL5917  GEOID HEIGHT    -        -26.07  (meters)                     GEOID09
 DL5917  DYNAMIC HEIGHT  -        507.290 (meters)     1664.33  (feet) COMP
 DL5917  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 DL5917
 DL5917  HORZ ORDER      -  FIRST
 DL5917  VERT ORDER      -  SECOND    CLASS I
 DL5917  ELLP ORDER      -  FIRST     CLASS II
 DL5917
 DL5917.The horizontal coordinates were established by GPS observations
 DL5917.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5917
 DL5917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5917.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5917
 DL5917.The horizontal coordinates are valid at the epoch date displayed above
 DL5917.which is a decimal equivalence of Year/Month/Day.
 DL5917
 DL5917.The orthometric height was determined by differential leveling and
 DL5917.adjusted in February 2011.
 DL5917
 DL5917.Photographs are available for this station.
 DL5917
 DL5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5917
 DL5917.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5917
 DL5917.The ellipsoidal height was determined by GPS observations
 DL5917.and is referenced to NAD 83.
 DL5917
 DL5917.The dynamic height is computed by dividing the NAVD 88
 DL5917.geopotential number by the normal gravity value computed on the
 DL5917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5917.degrees latitude (g = 980.6199 gals.).
 DL5917
 DL5917.The modeled gravity was interpolated from observed gravity values.
 DL5917
 DL5917. The following values were computed from the NAD 83(2007) position.
 DL5917
 DL5917;                    North         East     Units Scale Factor Converg.
 DL5917;SPC MN S     -   266,323.997   620,114.342   MT  0.99992215   -1 35 06.2
 DL5917;SPC MN S     -   873,764.65  2,034,491.80   sFT  0.99992215   -1 35 06.2
 DL5917;UTM  14      - 4,928,227.148   717,812.831   MT  1.00018347   +1 55 09.9
 DL5917
 DL5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5917!SPC MN S     -   0.99992454  x   0.99992215  =   0.99984669
 DL5917!UTM  14      -   0.99992454  x   1.00018347  =   1.00010799
 DL5917
 DL5917:                Primary Azimuth Mark                     Grid Az
 DL5917:SPC MN S     -  4109 J                                   002 30 29.0
 DL5917:UTM  14      -  4109 J                                   359 00 12.9
 DL5917
 DL5917|---------------------------------------------------------------------|
 DL5917| PID    Reference Object                     Distance      Geod. Az  |
 DL5917|                                                           dddmmss.s |
 DL5917| DL5916 4109 J                              APPROX. 1.6 KM 0005522.8 |
 DL5917|---------------------------------------------------------------------|
 DL5917
 DL5917                          SUPERSEDED SURVEY CONTROL
 DL5917
 DL5917  NAVD 88 (10/23/09)  507.38   (m)         1664.6    (f) LEVELING    3  
 DL5917
 DL5917.Superseded values are not recommended for survey control.
 DL5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5917.See file dsdata.txt to determine how the superseded data were derived.
 DL5917
 DL5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ1781228227(NAD 83)
 DL5917
 DL5917_MARKER: DD = SURVEY DISK
 DL5917_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5917_STAMPING: 4109 K 2006
 DL5917_MARK LOGO: MNDT  
 DL5917_PROJECTION: RECESSED 10 CENTIMETERS
 DL5917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5917+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5917_ROD/PIPE-DEPTH:  7.6 meters
 DL5917
 DL5917  HISTORY     - Date     Condition        Report By
 DL5917  HISTORY     - 2006     MONUMENTED       MNDT
 DL5917  HISTORY     - 20061012 GOOD             MNDT
 DL5917  HISTORY     - 20090428 GOOD             MNDT
 DL5917
 DL5917                          STATION DESCRIPTION
 DL5917
 DL5917'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5917'THE MARK IS 1.0 MILE (1.6 KM) NORTHWEST OF IVANHOE, 1.0 MILE (1.6 KM)
 DL5917'NORTH ALONG TRUNK HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND
 DL5917'TRUNK HIGHWAY 19 IN IVANHOE, AT TRUNK HIGHWAY 75 MILEPOINT 69.95, 77.0
 DL5917'FEET (23.5 M) EAST OF TRUNK HIGHWAY 75, 28.4 FEET (8.7 M) SOUTH OF
 DL5917'CABLE BOX 561, 23.7 FEET (7.2 M) SOUTH OF POWER POLE WITH GUY WIRES,
 DL5917'12.0 FEET (3.7 M) NORTH OF FIELD ENTRENCE, 1.0 FOOT (0.3 M) WEST OF
 DL5917'WITNESS POST.
 DL5917
 DL5917                          STATION RECOVERY (2009)
 DL5917
 DL5917'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5917'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5917'THE MARK IS 1.0 MILE NORTHWEST OF IVANHOE, 1.0 MILE NORTH ALONG TRUNK
 DL5917'HIGHWAY 75 FROM JUNCTION OF TRUNK HIGHWAY 75 AND TRUNK HIGHWAY 19, AT
 DL5917'TRUNK HIGHWAY 75 MILEPOST 69.95, 77.0 FEET EAST OF TRUNK HIGHWAY 75,
 DL5917'28.4 FEET SOUTH OF CABLE BOX 561, 23.7 FEET SOUTH OF POWER POLE WITH
 DL5917'GUY WIRES, 12.0 FEET NORTH OF FIELD ENTRANCE, 1.0 FOOT WEST OF WITNESS
 DL5917'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0014 ***********************************************************************
 RP0014  DESIGNATION -  4172
 RP0014  PID         -  RP0014
 RP0014  STATE/COUNTY-  MN/CLAY
 RP0014  COUNTRY     -  US
 RP0014  USGS QUAD   -  BARNESVILLE (1981)
 RP0014
 RP0014                         *CURRENT SURVEY CONTROL
 RP0014  ______________________________________________________________________
 RP0014* NAD 83(1986) POSITION- 46 38 17.9    (N) 096 24 54.0    (W)   HD_HELD2  
 RP0014* NAVD 88 ORTHO HEIGHT -   312.535  (meters)    1025.38  (feet) ADJUSTED  
 RP0014  ______________________________________________________________________
 RP0014  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 RP0014  DYNAMIC HEIGHT  -        312.558 (meters)     1025.45  (feet) COMP
 RP0014  MODELED GRAVITY -    980,680.0   (mgal)                       NAVD 88
 RP0014
 RP0014  VERT ORDER      -  SECOND    CLASS 0
 RP0014
 RP0014.The horizontal coordinates were established by autonomous hand held GPS
 RP0014.observations and have an estimated accuracy of +/- 10 meters.
 RP0014.
 RP0014.The orthometric height was determined by differential leveling and
 RP0014.adjusted in June 1991.
 RP0014
 RP0014.Photographs are available for this station.
 RP0014
 RP0014.The dynamic height is computed by dividing the NAVD 88
 RP0014.geopotential number by the normal gravity value computed on the
 RP0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0014.degrees latitude (g = 980.6199 gals.).
 RP0014
 RP0014.The modeled gravity was interpolated from observed gravity values.
 RP0014
 RP0014;                    North         East    Units  Estimated Accuracy
 RP0014;SPC MN C     -   284,359.      634,262.      MT  (+/- 10 meters HH2 GPS)
 RP0014
 RP0014                          SUPERSEDED SURVEY CONTROL
 RP0014
 RP0014  NGVD 29 (??/??/92)  312.272  (m)         1024.51   (f) ADJ UNCH    2 0
 RP0014
 RP0014.Superseded values are not recommended for survey control.
 RP0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0014.See file dsdata.txt to determine how the superseded data were derived.
 RP0014
 RP0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9784468217(NAD 83)
 RP0014
 RP0014_MARKER: Z = SEE DESCRIPTION
 RP0014_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RP0014_SP_SET: FOOTING OF STRUCTURE
 RP0014_STAMPING: UNSTAMPED
 RP0014_MARK LOGO: MNHD  
 RP0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RP0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RP0014+STABILITY: SURFACE MOTION
 RP0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RP0014+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 RP0014
 RP0014  HISTORY     - Date     Condition        Report By
 RP0014  HISTORY     - 1968     MONUMENTED       MNHD
 RP0014  HISTORY     - 1968     GOOD             MNDT
 RP0014  HISTORY     - 20050607 GOOD             MNDT
 RP0014
 RP0014                          STATION DESCRIPTION
 RP0014
 RP0014'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0014'0.5 MI S FROM BARNESVILLE.
 RP0014'MARK IS A BRASS PLUG IN THE SOUTHEAST CORNER ABUTMENT OF A DOUBLE BOX
 RP0014'CULVERT (NO. 4172) AT A DRAINAGE DITCH UNDER T.H. 52.  SECTION 31, T
 RP0014'137N, R 45W.  NOTE-- MARK IS LOCATED ABOUT 0.5 MILES SOUTH OF
 RP0014'BARNESVILLE ALONG T.H. 52.
 RP0014
 RP0014                          STATION RECOVERY (2005)
 RP0014
 RP0014'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 RP0014'0.5 MILES SOUTH OF BARNESVILLE, IN SOUTHEAST CORNER OF COUNTY ROAD 52
 RP0014'BOX CULVERT 4172 AT DRAINAGE DITCH
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5932 ***********************************************************************
 DF5932  DESIGNATION -  42
 DF5932  PID         -  DF5932
 DF5932  STATE/COUNTY-  MN/PINE
 DF5932  COUNTRY     -  US
 DF5932  USGS QUAD   -  DUXBURY (1981)
 DF5932
 DF5932                         *CURRENT SURVEY CONTROL
 DF5932  ______________________________________________________________________
 DF5932* NAD 83(2007) POSITION- 46 07 40.47156(N) 092 30 24.33530(W)   ADJUSTED  
 DF5932* NAD 83(2007) ELLIP HT-   301.553 (meters)        (02/10/07)   ADJUSTED
 DF5932* NAD 83(2007) EPOCH   -  2002.00
 DF5932* NAVD 88 ORTHO HEIGHT -   328.1    (meters)    1076.    (feet) GPS OBS   
 DF5932  ______________________________________________________________________
 DF5932  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5932  GEOID HEIGHT    -        -26.51  (meters)                     GEOID99
 DF5932  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DF5932  NAD 83(2007) X  -   -193,681.293 (meters)                     COMP
 DF5932  NAD 83(2007) Y  - -4,424,053.377 (meters)                     COMP
 DF5932  NAD 83(2007) Z  -  4,575,329.730 (meters)                     COMP
 DF5932  LAPLACE CORR    -          4.72  (seconds)                    DEFLEC09
 DF5932
 DF5932  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5932  Type                                         Horiz  Ellip  Dist(km)
 DF5932  -------------------------------------------------------------------
 DF5932  NETWORK                                       0.86   0.59
 DF5932  -------------------------------------------------------------------
 DF5932  MEDIAN LOCAL ACCURACY AND DIST (014 points)   1.16   0.68     13.94
 DF5932  -------------------------------------------------------------------
 DF5932  NOTE: Click here for information on individual local accuracy
 DF5932  values and other accuracy information.
 DF5932
 DF5932
 DF5932.The horizontal coordinates were established by GPS observations
 DF5932.and adjusted by the National Geodetic Survey in February 2007.
 DF5932
 DF5932.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5932.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5932
 DF5932.The horizontal coordinates are valid at the epoch date displayed above
 DF5932.which is a decimal equivalence of Year/Month/Day.
 DF5932
 DF5932.The orthometric height was determined by GPS observations and a
 DF5932.high-resolution geoid model.
 DF5932
 DF5932.Photographs are available for this station.
 DF5932
 DF5932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5932
 DF5932.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5932
 DF5932.The ellipsoidal height was determined by GPS observations
 DF5932.and is referenced to NAD 83.
 DF5932
 DF5932. The following values were computed from the NAD 83(2007) position.
 DF5932
 DF5932;                    North         East     Units Scale Factor Converg.
 DF5932;SPC MN C     -   226,844.852   934,705.132   MT  0.99992852   +1 15 39.7
 DF5932;SPC MN C     -   744,240.15  3,066,611.75   sFT  0.99992852   +1 15 39.7
 DF5932;UTM  15      - 5,108,377.431   538,104.610   MT  0.99961785   +0 21 20.1
 DF5932
 DF5932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5932!SPC MN C     -   0.99995273  x   0.99992852  =   0.99988125
 DF5932!UTM  15      -   0.99995273  x   0.99961785  =   0.99957060
 DF5932
 DF5932                          SUPERSEDED SURVEY CONTROL
 DF5932
 DF5932  NAD 83(1996)-  46 07 40.47154(N)    092 30 24.33520(W) AD(       ) 1
 DF5932  ELLIP H (05/27/03)  301.591  (m)                       GP(       ) 3 1
 DF5932
 DF5932.Superseded values are not recommended for survey control.
 DF5932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5932.See file dsdata.txt to determine how the superseded data were derived.
 DF5932
 DF5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3810408377(NAD 83)
 DF5932
 DF5932_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5932_STAMPING: NO 42
 DF5932_MARK LOGO: MN-115
 DF5932_PROJECTION: FLUSH
 DF5932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5932+STABILITY: SURFACE MOTION
 DF5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5932+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF5932
 DF5932  HISTORY     - Date     Condition        Report By
 DF5932  HISTORY     - 1999     MONUMENTED       MN-115
 DF5932  HISTORY     - 20070911 GOOD             MNDT
 DF5932
 DF5932                          STATION DESCRIPTION
 DF5932
 DF5932'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5932'17 MI (27.4 KM) EAST OF SANDSTONE ON TH 123 AND ON CO RD 30 TO DUXBURY
 DF5932'THEN 0.1 MI (0.2 KM) EAST ON CO RD 141, 40 FT (12.2 M) NORTH OF CO RD
 DF5932'141, 24 FT (7.3 M) WEST OF DRIVEWAY TO WILMA TOWN HALL, NEAR THE SW
 DF5932'CORNER OF TOWN HALL LOT, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5932
 DF5932                          STATION RECOVERY (2007)
 DF5932
 DF5932'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5932'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0635 ***********************************************************************
 PP0635  DESIGNATION -  42 001
 PP0635  PID         -  PP0635
 PP0635  STATE/COUNTY-  MN/DAKOTA
 PP0635  COUNTRY     -  US
 PP0635  USGS QUAD   -  ST PAUL PARK (1993)
 PP0635
 PP0635                         *CURRENT SURVEY CONTROL
 PP0635  ______________________________________________________________________
 PP0635* NAD 83(1986) POSITION- 44 45 03.39   (N) 092 52 43.58   (W)   HD_HELD1  
 PP0635* NAVD 88 ORTHO HEIGHT -   239.779  (meters)     786.67  (feet) ADJUSTED  
 PP0635  ______________________________________________________________________
 PP0635  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 PP0635  DYNAMIC HEIGHT  -        239.755 (meters)      786.60  (feet) COMP
 PP0635  MODELED GRAVITY -    980,513.9   (mgal)                       NAVD 88
 PP0635
 PP0635  VERT ORDER      -  SECOND    CLASS 0
 PP0635
 PP0635.The horizontal coordinates were established by differentially corrected
 PP0635.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0635.
 PP0635.The orthometric height was determined by differential leveling and
 PP0635.adjusted in June 1991.
 PP0635
 PP0635.Photographs are available for this station.
 PP0635
 PP0635.The dynamic height is computed by dividing the NAVD 88
 PP0635.geopotential number by the normal gravity value computed on the
 PP0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0635.degrees latitude (g = 980.6199 gals.).
 PP0635
 PP0635.The modeled gravity was interpolated from observed gravity values.
 PP0635
 PP0635;                    North         East    Units  Estimated Accuracy
 PP0635;SPC MN S     -   295,159.5     888,778.6     MT  (+/- 3 meters HH1 GPS) 
 PP0635
 PP0635                          SUPERSEDED SURVEY CONTROL
 PP0635
 PP0635  NGVD 29 (??/??/92)  239.730  (m)          786.51   (f) ADJ UNCH    2 0
 PP0635
 PP0635.Superseded values are not recommended for survey control.
 PP0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0635.See file dsdata.txt to determine how the superseded data were derived.
 PP0635
 PP0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0959555290(NAD 83)
 PP0635
 PP0635_MARKER: DB = BENCH MARK DISK
 PP0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0635_SP_SET: MONUMENT
 PP0635_STAMPING: 42-001 1970
 PP0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0635
 PP0635  HISTORY     - Date     Condition        Report By
 PP0635  HISTORY     - 1970     MONUMENTED       MNDT
 PP0635  HISTORY     - 20021116 POOR             USPSQD
 PP0635
 PP0635                          STATION DESCRIPTION
 PP0635
 PP0635'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0635'1.8 MI W FROM HASTINGS.
 PP0635'FROM THE T.H. 61 BRIDGE OVER COUNTY ROAD 42 (2ND STREET) AT HASTINGS,
 PP0635'THE MARK IS LOCATED 1.8 MILES WEST ALONG COUNTY ROAD 42, ABOUT 0.4
 PP0635'MILES WEST OF THE HASTINGS HOSPITAL, 33 FEET SOUTH OF COUNTY ROAD 42
 PP0635'CENTERLINE 1 FOOT NORTH OF A STEEL WITNESS POST, IN A 6 FOOT PRE-CAST
 PP0635'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 20, T
 PP0635'115N, R 17W.
 PP0635
 PP0635                          STATION RECOVERY (2002)
 PP0635
 PP0635'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0635'CHANGE, 33 FEET...CENTERLINE, TO ABOUT 100 FEET SOUTHWEST OF A FIRE
 PP0635'HYDRENT ACCROSS CR 87 AND CR 42,71 FEET SOUTH OF A POWER POLE NUMBERED
 PP0635'NO ZG71FO2 AT ENTRANCE TO A HASTINGS TRAIL SYSTEM, 20 FEET SOUTH OF A
 PP0635'5 INCH LINDEN TREE.AND 1 FOOT NORTHEAST OF A STEEL WITNESS POST SET
 PP0635'1.O FEET BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0634 ***********************************************************************
 PP0634  DESIGNATION -  42 002
 PP0634  PID         -  PP0634
 PP0634  STATE/COUNTY-  MN/DAKOTA
 PP0634  COUNTRY     -  US
 PP0634  USGS QUAD   -  ST PAUL PARK (1993)
 PP0634
 PP0634                         *CURRENT SURVEY CONTROL
 PP0634  ______________________________________________________________________
 PP0634* NAD 83(1986) POSITION- 44 45 23.67   (N) 092 53 11.63   (W)   HD_HELD1  
 PP0634* NAVD 88 ORTHO HEIGHT -   240.387  (meters)     788.67  (feet) ADJUSTED  
 PP0634  ______________________________________________________________________
 PP0634  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 PP0634  DYNAMIC HEIGHT  -        240.364 (meters)      788.59  (feet) COMP
 PP0634  MODELED GRAVITY -    980,517.4   (mgal)                       NAVD 88
 PP0634
 PP0634  VERT ORDER      -  SECOND    CLASS 0
 PP0634
 PP0634.The horizontal coordinates were established by differentially corrected
 PP0634.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0634.
 PP0634.The orthometric height was determined by differential leveling and
 PP0634.adjusted in June 1991.
 PP0634
 PP0634.Photographs are available for this station.
 PP0634
 PP0634.The dynamic height is computed by dividing the NAVD 88
 PP0634.geopotential number by the normal gravity value computed on the
 PP0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0634.degrees latitude (g = 980.6199 gals.).
 PP0634
 PP0634.The modeled gravity was interpolated from observed gravity values.
 PP0634
 PP0634;                    North         East    Units  Estimated Accuracy
 PP0634;SPC MN S     -   295,777.0     888,153.1     MT  (+/- 3 meters HH1 GPS) 
 PP0634
 PP0634                          SUPERSEDED SURVEY CONTROL
 PP0634
 PP0634  NGVD 29 (??/??/92)  240.339  (m)          788.51   (f) ADJ UNCH    2 0
 PP0634
 PP0634.Superseded values are not recommended for survey control.
 PP0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0634.See file dsdata.txt to determine how the superseded data were derived.
 PP0634
 PP0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0897855915(NAD 83)
 PP0634
 PP0634_MARKER: DB = BENCH MARK DISK
 PP0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0634_SP_SET: MONUMENT
 PP0634_STAMPING: 42-002 1970
 PP0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0634+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2002
 PP0634
 PP0634  HISTORY     - Date     Condition        Report By
 PP0634  HISTORY     - 1970     MONUMENTED       MNDT
 PP0634  HISTORY     - 20021130 GOOD             USPSQD
 PP0634
 PP0634                          STATION DESCRIPTION
 PP0634
 PP0634'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0634'2.3 MI W FROM HASTINGS.
 PP0634'FROM THE T.H. 61 BRIDGE OVER COUNTY ROAD 42 (2ND STREET) IN HASTINGS,
 PP0634'THE MARK IS LOCATED 2.3 MILES WEST ALONG COUNTY ROAD 42, 0.9 MILES
 PP0634'WEST OF THE HASTINGS HOSPITAL, AT THE SOUTHEAST QUADRANT OF COUNTY
 PP0634'ROAD 42 AND COUNTY ROAD 87, 1 FOOT NORTH OF A STEEL WITNESS POST IN A
 PP0634'6 FOOT PRE-CAST MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION
 PP0634'20, T 115N, R 17W.
 PP0634
 PP0634                          STATION RECOVERY (2002)
 PP0634
 PP0634'RECOVERY NOTE BY US POWER SQUADRON 2002 (JRD)
 PP0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0633 ***********************************************************************
 PP0633  DESIGNATION -  42 003
 PP0633  PID         -  PP0633
 PP0633  STATE/COUNTY-  MN/DAKOTA
 PP0633  COUNTRY     -  US
 PP0633  USGS QUAD   -  ST PAUL PARK (1993)
 PP0633
 PP0633                         *CURRENT SURVEY CONTROL
 PP0633  ______________________________________________________________________
 PP0633* NAD 83(1986) POSITION- 44 45 23.54   (N) 092 54 14.32   (W)   HD_HELD1  
 PP0633* NAVD 88 ORTHO HEIGHT -   263.542  (meters)     864.64  (feet) ADJUSTED  
 PP0633  ______________________________________________________________________
 PP0633  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 PP0633  DYNAMIC HEIGHT  -        263.519 (meters)      864.56  (feet) COMP
 PP0633  MODELED GRAVITY -    980,521.5   (mgal)                       NAVD 88
 PP0633
 PP0633  VERT ORDER      -  SECOND    CLASS 0
 PP0633
 PP0633.The horizontal coordinates were established by differentially corrected
 PP0633.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0633.
 PP0633.The orthometric height was determined by differential leveling and
 PP0633.adjusted in June 1991.
 PP0633
 PP0633.Photographs are available for this station.
 PP0633
 PP0633.The dynamic height is computed by dividing the NAVD 88
 PP0633.geopotential number by the normal gravity value computed on the
 PP0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0633.degrees latitude (g = 980.6199 gals.).
 PP0633
 PP0633.The modeled gravity was interpolated from observed gravity values.
 PP0633
 PP0633;                    North         East    Units  Estimated Accuracy
 PP0633;SPC MN S     -   295,754.3     886,774.6     MT  (+/- 3 meters HH1 GPS) 
 PP0633
 PP0633                          SUPERSEDED SURVEY CONTROL
 PP0633
 PP0633  NGVD 29 (??/??/92)  263.493  (m)          864.48   (f) ADJ UNCH    2 0
 PP0633
 PP0633.Superseded values are not recommended for survey control.
 PP0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0633.See file dsdata.txt to determine how the superseded data were derived.
 PP0633
 PP0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0760055910(NAD 83)
 PP0633
 PP0633_MARKER: DB = BENCH MARK DISK
 PP0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0633_SP_SET: MONUMENT
 PP0633_STAMPING: 42-003 1970
 PP0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0633
 PP0633  HISTORY     - Date     Condition        Report By
 PP0633  HISTORY     - 1970     MONUMENTED       MNDT
 PP0633
 PP0633                          STATION DESCRIPTION
 PP0633
 PP0633'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0633'2.5 MI W FROM HASTINGS.
 PP0633'MARK IS LOCATED 2.5 MILES WEST OF T.H. 61 IN HASTINGS ALONG T.H. 55,
 PP0633'THENCE 1.3 MILES NORTH ALONG JACOB AVENUE, IN THE SOUTHEAST QUADRANT
 PP0633'OF 132ND STREET EAST AND JACOB AVENUE, 1 FOOT NORTH OF A STEEL WITNESS
 PP0633'POST IN A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 PP0633'NW 1/4 SECTION 19, T 115N, R 17W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0632 ***********************************************************************
 PP0632  DESIGNATION -  42 004
 PP0632  PID         -  PP0632
 PP0632  STATE/COUNTY-  MN/DAKOTA
 PP0632  COUNTRY     -  US
 PP0632  USGS QUAD   -  VERMILLION (1993)
 PP0632
 PP0632                         *CURRENT SURVEY CONTROL
 PP0632  ______________________________________________________________________
 PP0632* NAD 83(1996) POSITION- 44 44 44.21566(N) 092 54 14.26941(W)   NO CHECK  
 PP0632* NAVD 88 ORTHO HEIGHT -   277.758  (meters)     911.28  (feet) ADJUSTED  
 PP0632  ______________________________________________________________________
 PP0632  LAPLACE CORR    -        -14.60  (seconds)                    DEFLEC09
 PP0632  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 PP0632  DYNAMIC HEIGHT  -        277.733 (meters)      911.20  (feet) COMP
 PP0632  MODELED GRAVITY -    980,518.2   (mgal)                       NAVD 88
 PP0632
 PP0632  HORZ ORDER      -  THIRD
 PP0632  VERT ORDER      -  SECOND    CLASS 0
 PP0632
 PP0632.The horizontal coordinates were established by classical geodetic methods
 PP0632.and adjusted by the National Geodetic Survey in March 1999.
 PP0632.
 PP0632.No horizontal observational check was made to the station.
 PP0632.
 PP0632.The orthometric height was determined by differential leveling and
 PP0632.adjusted in June 1991.
 PP0632
 PP0632.Photographs are available for this station.
 PP0632
 PP0632.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP0632
 PP0632.The dynamic height is computed by dividing the NAVD 88
 PP0632.geopotential number by the normal gravity value computed on the
 PP0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0632.degrees latitude (g = 980.6199 gals.).
 PP0632
 PP0632.The modeled gravity was interpolated from observed gravity values.
 PP0632
 PP0632. The following values were computed from the NAD 83(1996) position.
 PP0632
 PP0632;                    North         East     Units Scale Factor Converg.
 PP0632;SPC MN S     -   294,540.666   886,791.950   MT  0.99993110   +0 46 05.7
 PP0632;SPC MN S     -   966,338.84  2,909,416.59   sFT  0.99993110   +0 46 05.7
 PP0632;UTM  15      - 4,954,696.620   507,602.545   MT  0.99960071   +0 04 03.4
 PP0632
 PP0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP0632!SPC MN S     -   0.99996096  x   0.99993110  =   0.99989206
 PP0632!UTM  15      -   0.99996096  x   0.99960071  =   0.99956168
 PP0632
 PP0632                          SUPERSEDED SURVEY CONTROL
 PP0632
 PP0632  NAD 83(1991)-  44 44 44.20811(N)    092 54 14.26480(W) AD(       ) 3
 PP0632  NAD 83(1986)-  44 44 44.20729(N)    092 54 14.26615(W) AD(       ) 3
 PP0632  NAD 27      -  44 44 44.32569(N)    092 54 13.52471(W) AD(       ) 3
 PP0632  NGVD 29 (??/??/92)  277.708  (m)          911.11   (f) ADJ UNCH    2 0
 PP0632
 PP0632.Superseded values are not recommended for survey control.
 PP0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0632.See file dsdata.txt to determine how the superseded data were derived.
 PP0632
 PP0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK0760254696(NAD 83)
 PP0632
 PP0632_MARKER: DD = SURVEY DISK
 PP0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0632_SP_SET: MONUMENT
 PP0632_STAMPING: 42-004 1970
 PP0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0632
 PP0632  HISTORY     - Date     Condition        Report By
 PP0632  HISTORY     - 1970     MONUMENTED       MNDT
 PP0632  HISTORY     - 1975     GOOD             MNHD
 PP0632  HISTORY     - 20040405 MARK NOT FOUND   USPSQD
 PP0632
 PP0632                          STATION DESCRIPTION
 PP0632
 PP0632'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP0632'2.5 MI W FROM HASTINGS.
 PP0632'MARK IS LOCATED 2.5 MILES WEST OF T.H. 61 IN HASTINGS ALONG T.H. 55,
 PP0632'THENCE, 0.5 MILES SOUTH ALONG JACOB AVENUE, IN THE SOUTHEAST QUADRANT
 PP0632'OF JACOB AVENUE AND 140TH STREET EAST, 1 FOOT WEST OF A STEEL WITNESS
 PP0632'POST, IN A 6 FOOT PRE-CAST MONUMENT SET FLUSH WITH THE GROUND.  SW 1/4
 PP0632'SECTION 19, T 115N, R 17W.
 PP0632
 PP0632                          STATION RECOVERY (1975)
 PP0632
 PP0632'RECOVERY NOTE BY MN HIGHWAY DEPT 1975 (DKH)
 PP0632'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 61 AND TRUNK
 PP0632'HIGHWAY 55 IN HASTINGS GO WEST ON TRUNK HIGHWAY 55 FOR 2.6 MILES TO
 PP0632'JACOB AVENUE, TURN RIGHT AND GO NORTH FOR 0.55 MILE TO MARK ON THE
 PP0632'RIGHT (140TH STREET).
 PP0632'
 PP0632'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED 42004 1970, IS SET IN
 PP0632'A 6 FOOT PRE-CAST MONUMENT AND IS FLUSH WITH THE SURFACE OF THE
 PP0632'GROUND.  THE MARK IS 21.5 FEET EAST OF THE CENTER OF A ROAD, 40.0
 PP0632'FEET SOUTH OF THE CENTER OF THE ROAD, 54.4 FEET EAST OF A TELEPHONE
 PP0632'POLE, 78.4 FEET SOUTH OF A POWER POLE, AND 0.6 FEET WEST OF A STEEL
 PP0632'WITNESS POST.
 PP0632'
 PP0632'NEAREST TOWN--HASTINGS.
 PP0632
 PP0632                          STATION RECOVERY (2004)
 PP0632
 PP0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (JRD)
 PP0632'MARK NOT FOUND, USPSQD, JRD
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5410 ***********************************************************************
 DG5410  DESIGNATION -  42 DRL
 DG5410  PID         -  DG5410
 DG5410  STATE/COUNTY-  MN/TODD
 DG5410  COUNTRY     -  US
 DG5410  USGS QUAD   -  ROUND PRAIRIE (1966)
 DG5410
 DG5410                         *CURRENT SURVEY CONTROL
 DG5410  ______________________________________________________________________
 DG5410* NAD 83(2007) POSITION- 45 56 47.56884(N) 094 59 44.51789(W)   ADJUSTED  
 DG5410* NAD 83(2007) ELLIP HT-   388.941 (meters)        (02/10/07)   ADJUSTED
 DG5410* NAD 83(2007) EPOCH   -  2002.00
 DG5410* NAVD 88 ORTHO HEIGHT -   415.5    (meters)    1363.    (feet) GPS OBS   
 DG5410  ______________________________________________________________________
 DG5410  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5410  GEOID HEIGHT    -        -26.50  (meters)                     GEOID99
 DG5410  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 DG5410  NAD 83(2007) X  -   -386,888.768 (meters)                     COMP
 DG5410  NAD 83(2007) Y  - -4,425,985.094 (meters)                     COMP
 DG5410  NAD 83(2007) Z  -  4,561,397.865 (meters)                     COMP
 DG5410  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC09
 DG5410
 DG5410  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5410  Type                                         Horiz  Ellip  Dist(km)
 DG5410  -------------------------------------------------------------------
 DG5410  NETWORK                                       1.14   0.78
 DG5410  -------------------------------------------------------------------
 DG5410  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.23   0.76      7.68
 DG5410  -------------------------------------------------------------------
 DG5410  NOTE: Click here for information on individual local accuracy
 DG5410  values and other accuracy information.
 DG5410
 DG5410
 DG5410.The horizontal coordinates were established by GPS observations
 DG5410.and adjusted by the National Geodetic Survey in February 2007.
 DG5410
 DG5410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5410.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5410
 DG5410.The horizontal coordinates are valid at the epoch date displayed above
 DG5410.which is a decimal equivalence of Year/Month/Day.
 DG5410
 DG5410.The orthometric height was determined by GPS observations and a
 DG5410.high-resolution geoid model.
 DG5410
 DG5410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5410
 DG5410.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5410
 DG5410.The ellipsoidal height was determined by GPS observations
 DG5410.and is referenced to NAD 83.
 DG5410
 DG5410. The following values were computed from the NAD 83(2007) position.
 DG5410
 DG5410;                    North         East     Units Scale Factor Converg.
 DG5410;SPC MN C     -   205,477.126   742,184.106   MT  0.99994487   -0 32 21.9
 DG5410;SPC MN C     -   674,136.20  2,434,982.35   sFT  0.99994487   -0 32 21.9
 DG5410;UTM  15      - 5,090,044.955   345,320.628   MT  0.99989414   -1 26 04.5
 DG5410
 DG5410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5410!SPC MN C     -   0.99993903  x   0.99994487  =   0.99988390
 DG5410!UTM  15      -   0.99993903  x   0.99989414  =   0.99983318
 DG5410
 DG5410                          SUPERSEDED SURVEY CONTROL
 DG5410
 DG5410  NAD 83(1996)-  45 56 47.56854(N)    094 59 44.51744(W) AD(       ) 1
 DG5410  ELLIP H (05/07/04)  388.972  (m)                       GP(       ) 4 1
 DG5410
 DG5410.Superseded values are not recommended for survey control.
 DG5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5410.See file dsdata.txt to determine how the superseded data were derived.
 DG5410
 DG5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL4532090044(NAD 83)
 DG5410
 DG5410_MARKER: S = SPIKE
 DG5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5410_STAMPING: 42 DRL
 DG5410_MARK LOGO: USGS  
 DG5410_PROJECTION: PROJECTING 5 CENTIMETERS
 DG5410_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5410+STABILITY: SURFACE MOTION
 DG5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5410+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5410
 DG5410  HISTORY     - Date     Condition        Report By
 DG5410  HISTORY     - 1965     MONUMENTED       USGS
 DG5410  HISTORY     - 2003     GOOD             MNDT
 DG5410
 DG5410                          STATION DESCRIPTION
 DG5410
 DG5410'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5410'7.5 MI SW OF LONG PRAIRIE, 4.0 MI SOUTH ALONG TH 71 FROM JCT OF TH 27
 DG5410'IN LONG PRAIRIE, THEN 4.15 MI 200TH ST THEN 1.15 MI WEST ON CO RD 93
 DG5410'TO TH 71 MP 181.60, 35.0 FT SOUTH  OF CO RD 93, 33.0 FT EAST OF 181ST
 DG5410'AVE, 5 FT SOUTH OFP-POLE, FLUSH, MAGNETIC, SUITABLE FOR  GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1164 ***********************************************************************
 QO1164  DESIGNATION -  42 ES
 QO1164  PID         -  QO1164
 QO1164  STATE/COUNTY-  MN/HENNEPIN
 QO1164  COUNTRY     -  US
 QO1164  USGS QUAD   -  ROCKFORD (1993)
 QO1164
 QO1164                         *CURRENT SURVEY CONTROL
 QO1164  ______________________________________________________________________
 QO1164* NAD 83(1986) POSITION- 45 03 01.3    (N) 093 44 12.2    (W)   SCALED    
 QO1164* NAVD 88 ORTHO HEIGHT -   305.087  (meters)    1000.94  (feet) ADJUSTED  
 QO1164  ______________________________________________________________________
 QO1164  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 QO1164  DYNAMIC HEIGHT  -        305.063 (meters)     1000.86  (feet) COMP
 QO1164  MODELED GRAVITY -    980,528.4   (mgal)                       NAVD 88
 QO1164
 QO1164  VERT ORDER      -  SECOND    CLASS I
 QO1164
 QO1164.The horizontal coordinates were scaled from a topographic map and have
 QO1164.an estimated accuracy of +/- 6 seconds.
 QO1164.
 QO1164.The orthometric height was determined by differential leveling and
 QO1164.adjusted in June 1991.
 QO1164
 QO1164.The dynamic height is computed by dividing the NAVD 88
 QO1164.geopotential number by the normal gravity value computed on the
 QO1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1164.degrees latitude (g = 980.6199 gals.).
 QO1164
 QO1164.The modeled gravity was interpolated from observed gravity values.
 QO1164
 QO1164;                    North         East    Units  Estimated Accuracy
 QO1164;SPC MN S     -   327,850.      820,740.      MT  (+/- 180 meters Scaled)
 QO1164
 QO1164                          SUPERSEDED SURVEY CONTROL
 QO1164
 QO1164.No superseded survey control is available for this station.
 QO1164
 QO1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4198588808(NAD 83)
 QO1164
 QO1164_MARKER: DB = BENCH MARK DISK
 QO1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1164_SP_SET: CONCRETE POST
 QO1164_STAMPING: 42 ES 1955
 QO1164_MARK LOGO: USGS  
 QO1164_PROJECTION: PROJECTING 10 CENTIMETERS
 QO1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1164+STABILITY: SURFACE MOTION
 QO1164
 QO1164  HISTORY     - Date     Condition        Report By
 QO1164  HISTORY     - 1955     MONUMENTED       USGS
 QO1164  HISTORY     - 1978     GOOD             MNDT
 QO1164  HISTORY     - 20070823 MARK NOT FOUND   MNDT
 QO1164
 QO1164                          STATION DESCRIPTION
 QO1164
 QO1164'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1164'2.7 MI NE FROM DELANO.
 QO1164'THE MARK IS LOCATED 2.0 MILES EAST ALONG TRUNK HIGHWAY 12 FROM THE
 QO1164'CROW RIVER BRIDGE IN DELANO, THENCE, 1.1 MILES NORTH ALONG THE LAKE
 QO1164'HUGHEY RD., THENCE 0.5 MILES EAST ALONG COUNTY ROAD 11 TO EAST LAKE
 QO1164'REBECCA ROAD NORTH. IT IS 97 FT. WEST OF THE PROJECTED CENTER OF EAST
 QO1164'LAKE REBECCA ROAD, 37 FT. SOUTH OF, AND LEVEL WITH THE CENTER OF
 QO1164'COUNTY ROAD 11, 106 FT. SOUTHWEST OF THE NORTH ONE QUARTER CORNER OF
 QO1164'SECTION 8, 35 FT. EAST OF A 32 INCH OAK TREE AND 3 FT. SOUTH OF A
 QO1164'FENCE LINE.
 QO1164
 QO1164                          STATION RECOVERY (2007)
 QO1164
 QO1164'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1164'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4419 ***********************************************************************
 DN4419  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4419  DESIGNATION -  42 HEH
 DN4419  PID         -  DN4419
 DN4419  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4419  COUNTRY     -  US
 DN4419  USGS QUAD   -  WILLIAMS SE (1967)
 DN4419
 DN4419                         *CURRENT SURVEY CONTROL
 DN4419  ______________________________________________________________________
 DN4419* NAD 83(2007) POSITION- 48 46 20.60467(N) 094 49 39.91835(W)   ADJUSTED  
 DN4419* NAD 83(2007) ELLIP HT-   303.315 (meters)        (09/16/11)   ADJUSTED
 DN4419* NAD 83(2007) EPOCH   -  2002.00
 DN4419* NAVD 88 ORTHO HEIGHT -   332.24   (meters)    1090.0   (feet) GPS OBS   
 DN4419  ______________________________________________________________________
 DN4419  GEOID HEIGHT    -        -28.93  (meters)                     GEOID09
 DN4419  NAD 83(2007) X  -   -354,459.416 (meters)                     COMP
 DN4419  NAD 83(2007) Y  - -4,196,762.701 (meters)                     COMP
 DN4419  NAD 83(2007) Z  -  4,774,142.852 (meters)                     COMP
 DN4419  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC09
 DN4419  HORZ ORDER      -  FIRST
 DN4419  ELLP ORDER      -  FIRST     CLASS I
 DN4419
 DN4419.The horizontal coordinates were established by GPS observations
 DN4419.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4419
 DN4419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4419.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4419
 DN4419.The horizontal coordinates are valid at the epoch date displayed above
 DN4419.which is a decimal equivalence of Year/Month/Day.
 DN4419
 DN4419.The orthometric height was determined by GPS observations and a
 DN4419.high-resolution geoid model using precise GPS observation and
 DN4419.processing techniques.
 DN4419
 DN4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4419
 DN4419.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4419
 DN4419.The ellipsoidal height was determined by GPS observations
 DN4419.and is referenced to NAD 83.
 DN4419
 DN4419. The following values were computed from the NAD 83(2007) position.
 DN4419
 DN4419;                    North         East     Units Scale Factor Converg.
 DN4419;SPC MN N     -   354,064.382   673,007.883   MT  1.00003695   -1 16 50.3
 DN4419;SPC MN N     - 1,161,626.23  2,208,026.70   sFT  1.00003695   -1 16 50.3
 DN4419;UTM  15      - 5,403,765.212   365,708.243   MT  0.99982156   -1 22 29.5
 DN4419
 DN4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4419!SPC MN N     -   0.99995247  x   1.00003695  =   0.99998942
 DN4419!UTM  15      -   0.99995247  x   0.99982156  =   0.99977404
 DN4419
 DN4419                          SUPERSEDED SURVEY CONTROL
 DN4419
 DN4419.No superseded survey control is available for this station.
 DN4419
 DN4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6570803765(NAD 83)
 DN4419
 DN4419_MARKER: Z = SEE DESCRIPTION
 DN4419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4419_STAMPING: 42 HEH 1966
 DN4419_MARK LOGO: USGS  
 DN4419_PROJECTION: PROJECTING 10 CENTIMETERS
 DN4419_MAGNETIC: I = MARKER IS A STEEL ROD
 DN4419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4419+STABILITY: SURFACE MOTION
 DN4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4419+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DN4419
 DN4419  HISTORY     - Date     Condition        Report By
 DN4419  HISTORY     - 1966     MONUMENTED       USGS
 DN4419  HISTORY     - 2009     GOOD             MNDT
 DN4419
 DN4419                          STATION DESCRIPTION
 DN4419
 DN4419'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DN4419'2.4 MILES NORTH OF GRACETON, FROM THE JUNCTION OF COUNTY ROAD 4 AND
 DN4419'TRUNK HIGHWAY 11 AT MILEPOINT 118.35, GO NORTH ON COUNTY ROAD 4 FOR
 DN4419'2.4 MILES, 70 FEET NORTH AND 64 FEET WEST OF COUNTY ROAD 4 AT CULVERT,
 DN4419'1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1320 ***********************************************************************
 PQ1320  DESIGNATION -  42 JMK
 PQ1320  PID         -  PQ1320
 PQ1320  STATE/COUNTY-  MN/COTTONWOOD
 PQ1320  COUNTRY     -  US
 PQ1320  USGS QUAD   -  SANBORN SE (1967)
 PQ1320
 PQ1320                         *CURRENT SURVEY CONTROL
 PQ1320  ______________________________________________________________________
 PQ1320* NAD 83(1986) POSITION- 44 00 26.     (N) 095 05 56.     (W)   SCALED    
 PQ1320* NAVD 88 ORTHO HEIGHT -   429.949  (meters)    1410.59  (feet) ADJUSTED  
 PQ1320  ______________________________________________________________________
 PQ1320  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PQ1320  DYNAMIC HEIGHT  -        429.861 (meters)     1410.30  (feet) COMP
 PQ1320  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 PQ1320
 PQ1320  VERT ORDER      -  SECOND    CLASS I
 PQ1320
 PQ1320.The horizontal coordinates were scaled from a topographic map and have
 PQ1320.an estimated accuracy of +/- 6 seconds.
 PQ1320.
 PQ1320.The orthometric height was determined by differential leveling and
 PQ1320.adjusted in June 1995.
 PQ1320
 PQ1320.The dynamic height is computed by dividing the NAVD 88
 PQ1320.geopotential number by the normal gravity value computed on the
 PQ1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1320.degrees latitude (g = 980.6199 gals.).
 PQ1320
 PQ1320.The modeled gravity was interpolated from observed gravity values.
 PQ1320
 PQ1320;                    North         East    Units  Estimated Accuracy
 PQ1320;SPC MN S     -   212,510.      711,880.      MT  (+/- 180 meters Scaled)
 PQ1320
 PQ1320                          SUPERSEDED SURVEY CONTROL
 PQ1320
 PQ1320.No superseded survey control is available for this station.
 PQ1320
 PQ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ317748(NAD 83)
 PQ1320
 PQ1320_MARKER: DD = SURVEY DISK
 PQ1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1320_SP_SET: CONCRETE POST
 PQ1320_STAMPING: 42 JMK 1966 1410
 PQ1320_MARK LOGO: USGS  
 PQ1320_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1320+STABILITY: SURFACE MOTION
 PQ1320
 PQ1320  HISTORY     - Date     Condition        Report By
 PQ1320  HISTORY     - 1966     MONUMENTED       USGS
 PQ1320  HISTORY     - 19810401 GOOD             MNDT
 PQ1320
 PQ1320                          STATION DESCRIPTION
 PQ1320
 PQ1320'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1320'THE MARK IS LOCATED 3 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1320'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS, THENCE 1 MI (1.6
 PQ1320'KM) EAST ALONG A TOWNSHIP ROAD AND IS IN THE SW 1/4 OF SECTION 6,
 PQ1320'T106N, R35W.  THE MARK IS 133 FT (40.5 M) EAST OF THE CENTER OF A
 PQ1320'NORTH-SOUTH TOWNSHIP ROAD, 62 FT (18.9 M) NORTH OF AND 5 FT (1.5 M)
 PQ1320'HIGHER THAN THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 26.6 FT (8.1 M)
 PQ1320'SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL SHED, 16.2 FT (4.9 M)
 PQ1320'SOUTHEAST OF THE SOUTHWEST CORNER OF THE METAL SHED, 8 FT (2.4 M)
 PQ1320'SOUTH OF THE SOUTH WALL OF THE METAL SHED AND 18 FT (5.5 M)
 PQ1320'NORTH-NORTHEAST OF A 10-INCH APPLE TREE.  THE MARK, A STANDARD USGS
 PQ1320'SURVEY DISK STAMPED---42 JMK 1966 1410---, IS SET IN THE TOP OF A
 PQ1320'MAGNETIC CONCRETE POST THAT PROJECTS 1 INCH ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4115 ***********************************************************************
 DI4115  DESIGNATION -  42 KEE
 DI4115  PID         -  DI4115
 DI4115  STATE/COUNTY-  MN/NORMAN
 DI4115  COUNTRY     -  US
 DI4115  USGS QUAD   -  LOCKHART (1965)
 DI4115
 DI4115                         *CURRENT SURVEY CONTROL
 DI4115  ______________________________________________________________________
 DI4115* NAD 83(2007) POSITION- 47 29 02.74361(N) 096 37 22.59067(W)   ADJUSTED  
 DI4115* NAD 83(2007) ELLIP HT-   242.244 (meters)        (07/07/11)   ADJUSTED
 DI4115* NAD 83(2007) EPOCH   -  2002.00
 DI4115* NAVD 88 ORTHO HEIGHT -   269.2    (meters)     883.    (feet) GPS OBS   
 DI4115  ______________________________________________________________________
 DI4115  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI4115  GEOID HEIGHT    -        -26.92  (meters)                     GEOID03
 DI4115  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DI4115  NAD 83(2007) X  -   -498,054.806 (meters)                     COMP
 DI4115  NAD 83(2007) Y  - -4,289,517.966 (meters)                     COMP
 DI4115  NAD 83(2007) Z  -  4,678,481.491 (meters)                     COMP
 DI4115  LAPLACE CORR    -         -1.75  (seconds)                    DEFLEC09
 DI4115  HORZ ORDER      -  FIRST
 DI4115  ELLP ORDER      -  FOURTH    CLASS I
 DI4115
 DI4115.The horizontal coordinates were established by GPS observations
 DI4115.and adjusted by the National Geodetic Survey in July 2011.
 DI4115
 DI4115.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI4115.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI4115
 DI4115.The horizontal coordinates are valid at the epoch date displayed above
 DI4115.which is a decimal equivalence of Year/Month/Day.
 DI4115
 DI4115.The orthometric height was determined by GPS observations and a
 DI4115.high-resolution geoid model.
 DI4115
 DI4115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4115
 DI4115.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4115
 DI4115.The ellipsoidal height was determined by GPS observations
 DI4115.and is referenced to NAD 83.
 DI4115
 DI4115. The following values were computed from the NAD 83(2007) position.
 DI4115
 DI4115;                    North         East     Units Scale Factor Converg.
 DI4115;SPC MN N     -   215,453.860   534,601.581   MT  0.99992151   -2 36 40.6
 DI4115;SPC MN N     -   706,868.21  1,753,938.69   sFT  0.99992151   -2 36 40.6
 DI4115;UTM  14      - 5,261,700.964   679,074.071   MT  0.99999409   +1 45 09.2
 DI4115
 DI4115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4115!SPC MN N     -   0.99996203  x   0.99992151  =   0.99988354
 DI4115!UTM  14      -   0.99996203  x   0.99999409  =   0.99995612
 DI4115
 DI4115                          SUPERSEDED SURVEY CONTROL
 DI4115
 DI4115  NAD 83(1996)-  47 29 02.74327(N)    096 37 22.59051(W) AD(       ) 1
 DI4115  ELLIP H (03/19/07)  242.245  (m)                       GP(       ) 4 1
 DI4115
 DI4115.Superseded values are not recommended for survey control.
 DI4115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4115.See file dsdata.txt to determine how the superseded data were derived.
 DI4115
 DI4115_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPT7907461700(NAD 83)
 DI4115
 DI4115_MARKER: DD = SURVEY DISK
 DI4115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4115_STAMPING: 42 KEE 1963
 DI4115_MARK LOGO: USGS  
 DI4115_PROJECTION: PROJECTING 8 CENTIMETERS
 DI4115_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI4115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4115+STABILITY: SURFACE MOTION
 DI4115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4115+SATELLITE: SATELLITE OBSERVATIONS - 1963
 DI4115
 DI4115  HISTORY     - Date     Condition        Report By
 DI4115  HISTORY     - 1963     MONUMENTED       USGS
 DI4115
 DI4115                          STATION DESCRIPTION
 DI4115
 DI4115'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DI4115'3.5 MILES NORTHWEST OF LOCKHART, 4.0 MILES WEST ON COUNTY ROAD 115
 DI4115'FROM JUNCTION OF COUNTY ROAD 115 AND TRUNK HIGHWAY 9 WHICH IS 0.5
 DI4115'MILES EAST OF LOCKHART, THEN 3.0 MILES NORTH ON COUNTY ROAD 18, 139
 DI4115'FEET SOUTH AND 66 FEET EAST OF JUNCTION OF COUNTY ROAD 18 AND 330TH
 DI4115'AVENUE, 16 FEET SOUTH-SOUTHWEST OF POLE, 2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB9895 ***********************************************************************
 AB9895  CBN         -  This is a Cooperative Base Network Control Station.
 AB9895  DESIGNATION -  42 LNB
 AB9895  PID         -  AB9895
 AB9895  STATE/COUNTY-  MN/OTTER TAIL
 AB9895  COUNTRY     -  US
 AB9895  USGS QUAD   -  BUTLER (1969)
 AB9895
 AB9895                         *CURRENT SURVEY CONTROL
 AB9895  ______________________________________________________________________
 AB9895* NAD 83(2007) POSITION- 46 37 46.52890(N) 095 15 43.40001(W)   ADJUSTED  
 AB9895* NAD 83(2007) ELLIP HT-   416.507 (meters)        (02/10/07)   ADJUSTED
 AB9895* NAD 83(2007) EPOCH   -  2002.00
 AB9895* NAVD 88 ORTHO HEIGHT -   443.489  (meters)    1455.01  (feet) ADJUSTED  
 AB9895  ______________________________________________________________________
 AB9895  NAD 83(2007) X  -   -402,428.305 (meters)                     COMP
 AB9895  NAD 83(2007) Y  - -4,369,505.371 (meters)                     COMP
 AB9895  NAD 83(2007) Z  -  4,613,887.560 (meters)                     COMP
 AB9895  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 AB9895  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 AB9895  DYNAMIC HEIGHT  -        443.502 (meters)     1455.06  (feet) COMP
 AB9895  MODELED GRAVITY -    980,631.0   (mgal)                       NAVD 88
 AB9895
 AB9895  VERT ORDER      -  SECOND    CLASS I
 AB9895
 AB9895  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9895  Type                                         Horiz  Ellip  Dist(km)
 AB9895  -------------------------------------------------------------------
 AB9895  NETWORK                                       0.32   0.51
 AB9895  -------------------------------------------------------------------
 AB9895  MEDIAN LOCAL ACCURACY AND DIST (029 points)   0.38   0.59     48.76
 AB9895  -------------------------------------------------------------------
 AB9895  NOTE: Click here for information on individual local accuracy
 AB9895  values and other accuracy information.
 AB9895
 AB9895
 AB9895.The horizontal coordinates were established by GPS observations
 AB9895.and adjusted by the National Geodetic Survey in February 2007.
 AB9895
 AB9895.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9895.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9895
 AB9895.The horizontal coordinates are valid at the epoch date displayed above
 AB9895.which is a decimal equivalence of Year/Month/Day.
 AB9895
 AB9895.The orthometric height was determined by differential leveling and
 AB9895.adjusted in September 2006.
 AB9895
 AB9895.No vertical observational check was made to the station.
 AB9895
 AB9895.Photographs are available for this station.
 AB9895
 AB9895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9895
 AB9895.The Laplace correction was computed from DEFLEC09 derived deflections.
 AB9895
 AB9895.The ellipsoidal height was determined by GPS observations
 AB9895.and is referenced to NAD 83.
 AB9895
 AB9895.The dynamic height is computed by dividing the NAVD 88
 AB9895.geopotential number by the normal gravity value computed on the
 AB9895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9895.degrees latitude (g = 980.6199 gals.).
 AB9895
 AB9895.The modeled gravity was interpolated from observed gravity values.
 AB9895
 AB9895. The following values were computed from the NAD 83(2007) position.
 AB9895
 AB9895;                    North         East     Units Scale Factor Converg.
 AB9895;SPC MN C     -   281,619.767   722,503.895   MT  0.99993523   -0 43 55.6
 AB9895;SPC MN C     -   923,947.52  2,370,414.86   sFT  0.99993523   -0 43 55.6
 AB9895;UTM  15      - 5,166,488.654   326,843.534   MT  0.99996855   -1 38 41.1
 AB9895
 AB9895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9895!SPC MN C     -   0.99993471  x   0.99993523  =   0.99986995
 AB9895!UTM  15      -   0.99993471  x   0.99996855  =   0.99990327
 AB9895
 AB9895                          SUPERSEDED SURVEY CONTROL
 AB9895
 AB9895  NAD 83(1996)-  46 37 46.52852(N)    095 15 43.39956(W) AD(       ) B
 AB9895  ELLIP H (08/23/05)  416.516  (m)                       GP(       ) 4 2
 AB9895  ELLIP H (05/31/05)  416.506  (m)                       GP(       ) 3 1
 AB9895  NAD 83(1996)-  46 37 46.52898(N)    095 15 43.40059(W) AD(       ) B
 AB9895  ELLIP H (01/15/97)  416.560  (m)                       GP(       ) 4 1
 AB9895  NAVD 88 (08/23/05)  443.48   (m)  UNKNOWN model used   GPS OBS        
 AB9895  NAVD 88 (05/31/05)  443.5    (m)  GEOID03 model used   GPS OBS        
 AB9895  NAVD 88 (09/18/02)  443.5    (m)  GEOID99 model used   GPS OBS        
 AB9895  NAVD 88 (01/15/97)  443.5    (m)  GEOID96 model used   GPS OBS        
 AB9895
 AB9895.Superseded values are not recommended for survey control.
 AB9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9895.See file dsdata.txt to determine how the superseded data were derived.
 AB9895
 AB9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM2684366488(NAD 83)
 AB9895
 AB9895_MARKER: DB = BENCH MARK DISK
 AB9895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9895_STAMPING: 42 LNB 1967
 AB9895_MARK LOGO: USGS  
 AB9895_PROJECTION: FLUSH
 AB9895_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB9895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9895+STABILITY: SURFACE MOTION
 AB9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9895+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AB9895
 AB9895  HISTORY     - Date     Condition        Report By
 AB9895  HISTORY     - 1967     MONUMENTED       USGS
 AB9895  HISTORY     - 19940718 GOOD             MNDT
 AB9895  HISTORY     - 19990401 GOOD             MNDT
 AB9895  HISTORY     - 19991020 GOOD             MNDT
 AB9895  HISTORY     - 20020416 GOOD             MNDT
 AB9895  HISTORY     - 20040810 GOOD             MNDT
 AB9895  HISTORY     - 20041027 GOOD             MNDT
 AB9895  HISTORY     - 20050504 GOOD             MNDT
 AB9895
 AB9895                          STATION DESCRIPTION
 AB9895
 AB9895'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9895'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AB9895'8-1/4 MI WEST OF THE TOWN OF SEBKA IN THE NE 1/4 OF SECTION 6, T136N,
 AB9895'R36W.  TO REACH THE MARK FROM THE JCT OF TH 71 AND CO RD 11 IN SEBEKA,
 AB9895'GO WEST ON CO RD 11 FOR 3.0 MI (4.8 KM) TO THE COUNTY LINE, CONTINUE
 AB9895'GOING WEST ON CO RD 8 FOR 4.6 MI (7.4 KM) TO THE MARK ON THE LEFT.
 AB9895'THE MARK, A DISK SET IN A CONC MON, IS 0.2 MI (0.3 KM) WEST OF THE JCT
 AB9895'OF CO RD 8 AND CO RD 19, 47 FT (14.3 M) SOUTH OF CO RD 8, 22 FT (6.7
 AB9895'M) WEST OF A FIELD RD SOUTH, 15 FT (4.6 M) SW OF THE WEST END OF AN 18
 AB9895'INCH METAL CULVERT, AND 3.3 FT (1.0 M) EAST OF A WIT POST. RECOVERED
 AB9895'AND DESCRIBED BY DAVID K.  HERDER, TYPED BY M.P.P.
 AB9895
 AB9895                          STATION RECOVERY (1999)
 AB9895
 AB9895'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AB9895'THE MARK WAS RECOVERED AS DESCRIBED.
 AB9895
 AB9895                          STATION RECOVERY (1999)
 AB9895
 AB9895'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AB9895'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS,
 AB9895'THE MARK IS 8.2 MI (13.2 KM) WEST OF SEBEKA, 8.0 MI (12.9 KM) WEST CO
 AB9895'RD 8 FROM JCT OF CO RD 8 AND TH 71 IN SEBEKA, (OR 7.5 MI (12.1 KM)
 AB9895'NORTH AND 5.3 MI (8.5 KM) EAST OF NEW YORK MILLS) , 0.2 MI (0.3 KM)
 AB9895'WEST OF JCT OF CO RD 8 AND CO RD 19, 47 FT (14.3 M) SOUTH OF OLD CO RD
 AB9895'8, 22 FT (6.7 M) WEST OF FIELD ENT SOUTH, 15 FT (4.6 M) SW OF WEST END
 AB9895'OF 18 INCH METAL CULVERT, 3.3 FT (1.0 M) EAST OF WIT POST, 0.4 FT
 AB9895'(12.2 CM) SOUTH OF WITNESS POST, MAGNETIC, FLUSH.
 AB9895
 AB9895                          STATION RECOVERY (2002)
 AB9895
 AB9895'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AB9895'THE MARK WAS RECOVERED AS DESCRIBED 4 FT (1.2 M) EAST OF WIT POST.
 AB9895
 AB9895                          STATION RECOVERY (2004)
 AB9895
 AB9895'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AB9895'8.2 MILES WEST OF SEBEKA, 8.0 MILES WEST ON COUNTY ROAD 8 FROM
 AB9895'JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 71 IN SEBEKA, 7.5 MILES
 AB9895'NORTH AND 5.3 MILES EAST OF NEW YORK MILLS, 0.2 MILES WEST OF JUNCTION
 AB9895'OF COUNTY ROAD 8 AND COUNTY ROAD 19, 47 FEET SOUTH OF COUNTY ROAD 8,
 AB9895'22 FEET WEST OF FIELD ENTRANCE, 15 FEET SOUTHWEST OF WEST END OF 18
 AB9895'INCH METAL CULVERT, 3.3 FEET EAST OF WITNESS POST.
 AB9895
 AB9895                          STATION RECOVERY (2004)
 AB9895
 AB9895'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 AB9895'8.2 MILES WEST OF SEBEKA, 8.0 MILES WEST ON COUNTY ROAD 8 FROM
 AB9895'JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 71 IN SEBEKA, 7.5 MILES
 AB9895'NORTH AND 5.3 MILES EAST OF NEW YORK MILLS, 0.2 MILES WEST OF JUNCTION
 AB9895'OF COUNTY ROAD 8 AND COUNTY ROAD 19, 47 FEET SOUTH OF COUNTY ROAD 8,
 AB9895'22 FEET WEST OF FIELD ENTRANCE, 15 FEET SOUTHWEST OF WEST END OF 18
 AB9895'INCH METAL CULVERT, 3.3 FEET EAST OF WITNESS POST.
 AB9895
 AB9895                          STATION RECOVERY (2005)
 AB9895
 AB9895'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AB9895'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1941 ***********************************************************************
 DM1941  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1941  DESIGNATION -  42 NH
 DM1941  PID         -  DM1941
 DM1941  STATE/COUNTY-  MN/SWIFT
 DM1941  COUNTRY     -  US
 DM1941  USGS QUAD   -  BENSON (1968)
 DM1941
 DM1941                         *CURRENT SURVEY CONTROL
 DM1941  ______________________________________________________________________
 DM1941* NAD 83(2007) POSITION- 45 15 05.66792(N) 095 34 57.82823(W)   ADJUSTED  
 DM1941* NAD 83(2007) ELLIP HT-   289.036 (meters)        (08/04/10)   ADJUSTED
 DM1941* NAD 83(2007) EPOCH   -  2002.00
 DM1941* NAVD 88 ORTHO HEIGHT -   315.47   (meters)    1035.0   (feet) GPS OBS   
 DM1941  ______________________________________________________________________
 DM1941  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1941  GEOID HEIGHT    -        -26.37  (meters)                     GEOID03
 DM1941  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 DM1941  NAD 83(2007) X  -   -437,576.745 (meters)                     COMP
 DM1941  NAD 83(2007) Y  - -4,476,646.383 (meters)                     COMP
 DM1941  NAD 83(2007) Z  -  4,507,279.884 (meters)                     COMP
 DM1941  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC09
 DM1941  HORZ ORDER      -  FIRST
 DM1941  ELLP ORDER      -  THIRD     CLASS I
 DM1941
 DM1941.The horizontal coordinates were established by GPS observations
 DM1941.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1941
 DM1941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1941.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1941
 DM1941.The horizontal coordinates are valid at the epoch date displayed above
 DM1941.which is a decimal equivalence of Year/Month/Day.
 DM1941
 DM1941.The orthometric height was determined by GPS observations and a
 DM1941.high-resolution geoid model using precise GPS observation and
 DM1941.processing techniques.
 DM1941
 DM1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1941
 DM1941.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1941
 DM1941.The ellipsoidal height was determined by GPS observations
 DM1941.and is referenced to NAD 83.
 DM1941
 DM1941. The following values were computed from the NAD 83(2007) position.
 DM1941
 DM1941;                    North         East     Units Scale Factor Converg.
 DM1941;SPC MN S     -   351,387.626   675,760.847   MT  1.00000781   -1 06 33.8
 DM1941;SPC MN S     - 1,152,844.24  2,217,058.71   sFT  1.00000781   -1 06 33.8
 DM1941;UTM  15      - 5,014,142.913   297,334.631   MT  1.00010504   -1 50 05.6
 DM1941
 DM1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1941!SPC MN S     -   0.99995469  x   1.00000781  =   0.99996250
 DM1941!UTM  15      -   0.99995469  x   1.00010504  =   1.00005972
 DM1941
 DM1941                          SUPERSEDED SURVEY CONTROL
 DM1941
 DM1941.No superseded survey control is available for this station.
 DM1941
 DM1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9733414142(NAD 83)
 DM1941
 DM1941_MARKER: DB = BENCH MARK DISK
 DM1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1941_STAMPING: 42 NH 1956
 DM1941_MARK LOGO: USGS  
 DM1941_PROJECTION: FLUSH
 DM1941_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1941+STABILITY: SURFACE MOTION
 DM1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1941+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2008
 DM1941
 DM1941  HISTORY     - Date     Condition        Report By
 DM1941  HISTORY     - 19560401 MONUMENTED       USGS
 DM1941  HISTORY     - 20080326 GOOD             MNDT
 DM1941
 DM1941                          STATION DESCRIPTION
 DM1941
 DM1941'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1941'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1941'THE MARK IS 4.4 MILES SOUTH OF BENSON, 4.3 MILES SOUTH ALONG TRUNK
 DM1941'HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 12
 DM1941'AT BENSON, THEN 1.0 MILE EAST ON 50TH STREET, 395 FEET SOUTH OF 50TH
 DM1941'STREET SOUTHEAST, 48 FEET EAST OF 20TH AVENUE SOUTHEAST, 3.0 FEET
 DM1941'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1355 ***********************************************************************
 PP1355  DESIGNATION -  42 RDS
 PP1355  PID         -  PP1355
 PP1355  STATE/COUNTY-  MN/SCOTT
 PP1355  COUNTRY     -  US
 PP1355  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1355
 PP1355                         *CURRENT SURVEY CONTROL
 PP1355  ______________________________________________________________________
 PP1355* NAD 83(1986) POSITION- 44 47 37.93   (N) 093 24 03.12   (W)   HD_HELD1  
 PP1355* NAVD 88 ORTHO HEIGHT -   213.823  (meters)     701.52  (feet) ADJUSTED  
 PP1355  ______________________________________________________________________
 PP1355  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 PP1355  DYNAMIC HEIGHT  -        213.816 (meters)      701.49  (feet) COMP
 PP1355  MODELED GRAVITY -    980,581.3   (mgal)                       NAVD 88
 PP1355
 PP1355  VERT ORDER      -  SECOND    CLASS 0
 PP1355
 PP1355.The horizontal coordinates were established by differentially corrected
 PP1355.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1355.
 PP1355.The orthometric height was determined by differential leveling and
 PP1355.adjusted in June 1991.
 PP1355
 PP1355.Photographs are available for this station.
 PP1355
 PP1355.The dynamic height is computed by dividing the NAVD 88
 PP1355.geopotential number by the normal gravity value computed on the
 PP1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1355.degrees latitude (g = 980.6199 gals.).
 PP1355
 PP1355.The modeled gravity was interpolated from observed gravity values.
 PP1355
 PP1355;                    North         East    Units  Estimated Accuracy
 PP1355;SPC MN S     -   299,494.5     847,405.3     MT  (+/- 3 meters HH1 GPS) 
 PP1355
 PP1355                          SUPERSEDED SURVEY CONTROL
 PP1355
 PP1355  NGVD 29 (??/??/92)  213.768  (m)          701.34   (f) ADJ UNCH    2 0
 PP1355
 PP1355.Superseded values are not recommended for survey control.
 PP1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1355.See file dsdata.txt to determine how the superseded data were derived.
 PP1355
 PP1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6829260130(NAD 83)
 PP1355
 PP1355_MARKER: DB = BENCH MARK DISK
 PP1355_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1355_STAMPING: 42 RDS 1950
 PP1355_MARK LOGO: USGS  
 PP1355_PROJECTION: PROJECTING 10 CENTIMETERS
 PP1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PP1355+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 PP1355
 PP1355  HISTORY     - Date     Condition        Report By
 PP1355  HISTORY     - 1950     MONUMENTED       USGS
 PP1355  HISTORY     - 1972     GOOD             MNDT
 PP1355  HISTORY     - 1975     GOOD             LOCENG
 PP1355  HISTORY     - 20080610 GOOD             MNDT
 PP1355
 PP1355                          STATION DESCRIPTION
 PP1355
 PP1355'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP1355'3.85 MI WNW FROM SAVAGE.
 PP1355'MARK FOUND AS DESCRIBED, 3.85 MILES WEST ALONG T.H. 13 FROM THE CREDIT
 PP1355'RIVER CROSSING IN SAVAGE, THENCE, 0.55 MILES NORTHEAST ALONG COUNTY
 PP1355'ROAD 25, 0.15 MILES SOUTHWEST OF A T ROAD NORTHWEST, 48 FEET NORTHWEST
 PP1355'OF AND 1 FOOT LOWER THAN THE CENTERLINE OF COUNTY ROAD 25, 9 FEET
 PP1355'SOUTH OF AN 18 INCH TWIN ELM TREE, 1 FOOT EAST OF A STEEL WITNESS
 PP1355'POST, IN A CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND. CORNER OF
 PP1355'S.E. 1/4, SEC 1, T 115N, R 22W.
 PP1355
 PP1355                          STATION RECOVERY (1975)
 PP1355
 PP1355'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 PP1355'RECOVERED IN GOOD CONDITION.
 PP1355
 PP1355                          STATION RECOVERY (2008)
 PP1355
 PP1355'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (WEF)
 PP1355'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-SOUTHWEST OF
 PP1355'BLOOMINGTON, 5.7 MI (9.2 KM) NORTH OF PRIOR LAKE AND 5.4 MI (8.7 KM)
 PP1355'SOUTHEAST OF EDEN PRAIRIE.
 PP1355' 
 PP1355'TO REACH TO THE MARK GO 3.85 MI (6.2 KM) WEST-NORTHWEST OF SAVAGE, 9
 PP1355'FT (2.7 M) SOUTH OF 18 INCH (46 CM) TWIN ELM TREE, 1.0 FT (0.3 M) EAST
 PP1355'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1239 ***********************************************************************
 PP1239  DESIGNATION -  42 WHV
 PP1239  PID         -  PP1239
 PP1239  STATE/COUNTY-  MN/HENNEPIN
 PP1239  COUNTRY     -  US
 PP1239  USGS QUAD   -  EDEN PRAIRIE (1993)
 PP1239
 PP1239                         *CURRENT SURVEY CONTROL
 PP1239  ______________________________________________________________________
 PP1239* NAD 83(1986) POSITION- 44 52 08.96   (N) 093 25 32.42   (W)   HD_HELD1  
 PP1239* NAVD 88 ORTHO HEIGHT -   266.811  (meters)     875.36  (feet) ADJUSTED  
 PP1239  ______________________________________________________________________
 PP1239  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 PP1239  DYNAMIC HEIGHT  -        266.804 (meters)      875.34  (feet) COMP
 PP1239  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 PP1239
 PP1239  VERT ORDER      -  SECOND    CLASS 0
 PP1239
 PP1239.The horizontal coordinates were established by differentially corrected
 PP1239.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP1239.
 PP1239.The orthometric height was determined by differential leveling and
 PP1239.adjusted in June 1991.
 PP1239
 PP1239.The dynamic height is computed by dividing the NAVD 88
 PP1239.geopotential number by the normal gravity value computed on the
 PP1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1239.degrees latitude (g = 980.6199 gals.).
 PP1239
 PP1239.The modeled gravity was interpolated from observed gravity values.
 PP1239
 PP1239;                    North         East    Units  Estimated Accuracy
 PP1239;SPC MN S     -   307,846.1     845,383.9     MT  (+/- 3 meters HH1 GPS) 
 PP1239
 PP1239                          SUPERSEDED SURVEY CONTROL
 PP1239
 PP1239  NGVD 29 (??/??/92)  266.756  (m)          875.18   (f) ADJ UNCH    2 0
 PP1239
 PP1239.Superseded values are not recommended for survey control.
 PP1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1239.See file dsdata.txt to determine how the superseded data were derived.
 PP1239
 PP1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6637468503(NAD 83)
 PP1239
 PP1239_MARKER: DD = SURVEY DISK
 PP1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1239_STAMPING: 42 WHV 1950
 PP1239_MARK LOGO: USGS  
 PP1239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP1239
 PP1239  HISTORY     - Date     Condition        Report By
 PP1239  HISTORY     - 1950     MONUMENTED       USGS
 PP1239  HISTORY     - UNK      SEE DESCRIPTION  USGS
 PP1239  HISTORY     - 1970     GOOD             MNDT
 PP1239  HISTORY     - 20070723 MARK NOT FOUND   MNDT
 PP1239
 PP1239                          STATION DESCRIPTION
 PP1239
 PP1239'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 PP1239'
 PP1239
 PP1239                          STATION RECOVERY (1970)
 PP1239
 PP1239'RECOVERY NOTE BY MN DEPT OF TRANSP 1970
 PP1239'IN EDEN PRAIRIE.
 PP1239'MARK IS LOCATED IN THE VILLAGE OF EDEN PRAIRIE, 0.3 MILES NORTH OF THE
 PP1239'JUNCTION OF FAI 494 AND T.H. 5, THENCE 0.3 MILES EAST ALONG COUNTY
 PP1239'ROAD 60, 0.4 MILES WEST OF THE JUNCTION OF COUNTY ROAD 60 AND T.H.
 PP1239'169, 35 FEET NORTH OF COUNTY ROAD 60 CENTERLINE, 11 FEET NORTHEAST OF
 PP1239'THE JUNCTION OF 2 POWER LINES.  SE 1/4 SECTION 11, T 116N, R 22W.
 PP1239
 PP1239                          STATION RECOVERY (2007)
 PP1239
 PP1239'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (VWC)
 PP1239'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR1177 ***********************************************************************
 PR1177  DESIGNATION -  4201 BB
 PR1177  PID         -  PR1177
 PR1177  STATE/COUNTY-  MN/LYON
 PR1177  COUNTRY     -  US
 PR1177  USGS QUAD   -  RUTHTON (1967)
 PR1177
 PR1177                         *CURRENT SURVEY CONTROL
 PR1177  ______________________________________________________________________
 PR1177* NAD 83(1986) POSITION- 44 14 25.5    (N) 096 02 48.6    (W)   HD_HELD2  
 PR1177* NAVD 88 ORTHO HEIGHT -   534.560  (meters)    1753.80  (feet) ADJUSTED  
 PR1177  ______________________________________________________________________
 PR1177  GEOID HEIGHT    -        -26.28  (meters)                     GEOID09
 PR1177  DYNAMIC HEIGHT  -        534.452 (meters)     1753.45  (feet) COMP
 PR1177  MODELED GRAVITY -    980,399.5   (mgal)                       NAVD 88
 PR1177
 PR1177  VERT ORDER      -  FIRST     CLASS II
 PR1177
 PR1177.The horizontal coordinates were established by autonomous hand held GPS
 PR1177.observations and have an estimated accuracy of +/- 10 meters.
 PR1177.
 PR1177.The orthometric height was determined by differential leveling and
 PR1177.adjusted in October 1997.
 PR1177
 PR1177.The dynamic height is computed by dividing the NAVD 88
 PR1177.geopotential number by the normal gravity value computed on the
 PR1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PR1177.degrees latitude (g = 980.6199 gals.).
 PR1177
 PR1177.The modeled gravity was interpolated from observed gravity values.
 PR1177
 PR1177;                    North         East    Units  Estimated Accuracy
 PR1177;SPC MN S     -   239,871.      636,524.      MT  (+/- 10 meters HH2 GPS)
 PR1177
 PR1177                          SUPERSEDED SURVEY CONTROL
 PR1177
 PR1177  NAVD 88 (06/15/91)  534.563  (m)         1753.81   (f) SUPERSEDED  1 2
 PR1177
 PR1177.Superseded values are not recommended for survey control.
 PR1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR1177.See file dsdata.txt to determine how the superseded data were derived.
 PR1177
 PR1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3581202817(NAD 83)
 PR1177
 PR1177_MARKER: DV = VERTICAL CONTROL DISK
 PR1177_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PR1177_SP_SET: BRIDGE GUARDRAIL
 PR1177_STAMPING: 4201 BB 1988
 PR1177_MARK LOGO: MNDT  
 PR1177_PROJECTION: FLUSH
 PR1177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PR1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PR1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PR1177+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1999
 PR1177
 PR1177  HISTORY     - Date     Condition        Report By
 PR1177  HISTORY     - 1988     MONUMENTED       MNDT
 PR1177  HISTORY     - 19900810 GOOD             NGS
 PR1177  HISTORY     - 19910319 GOOD             MNDT
 PR1177  HISTORY     - 19940930 GOOD             NGS
 PR1177  HISTORY     - 19990222 GOOD             MNDT
 PR1177
 PR1177                          STATION DESCRIPTION
 PR1177
 PR1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PR1177'IN FLORENCE, AT THE INTERSECTION OF STATE HIGHWAY 23, U.S. HIGHWAY
 PR1177'14, AND THE BURLINGTON NORTHERN RAILROAD, IN TOP OF AND 4.2 M (13.8
 PR1177'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL OF THE U.S.
 PR1177'HIGHWAY OVERPASS OF THE STATE HIGHWAY AND THE RAILROAD, 38.9 M (127.6
 PR1177'FT) EAST OF THE CENTERLINE OF THE STATE HIGHWAY, 7.4 M (24.3 FT)
 PR1177'SOUTH OF THE CENTERLINE OF THE U.S. HIGHWAY, AND 0.9 M (3.0 FT)
 PR1177'ABOVE THE LEVEL OF THE U.S. HIGHWAY.
 PR1177
 PR1177                          STATION RECOVERY (1991)
 PR1177
 PR1177'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 PR1177'1/4 MI NE OF THE CITY OF FLORENCE, AT JCT TH-14, TH-23, AND THE RR, IN
 PR1177'THE NE 1/4 OF SECTION 20, T109N, R43W, 24.3 FT (7.4 M) SOUTH OF AND 3
 PR1177'FT (0.9 M) HIGHER THAN CENTERLINE TH-14 AT MILEPOINT 21.2, 127.6 FT
 PR1177'(38.9 M) EAST OF CENTERLINE TH-23, 13.8 FT (4.2 M) WEST OF EAST END OF
 PR1177'SOUTH CONCRETE GUARDRAIL OF BRIDGE 42013.
 PR1177
 PR1177                          STATION RECOVERY (1994)
 PR1177
 PR1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 PR1177'IN FLORENCE, AT THE INTERSECTION OF STATE HIGHWAY 23, THE BURLINGTON
 PR1177'NORTHERN RAILROAD, AND U.S. HIGHWAY 14, IN TOP OF AND 4.2 M (13.8 FT)
 PR1177'WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT GUARDRAIL OF THE
 PR1177'U.S. HIGHWAY OVERPASS OF THE STATE HIGHWAY AND RAILROAD, 38.9 M (127.6
 PR1177'FT) EAST OF THE CENTERLINE OF THE STATE HIGHWAY, 7.4 M (24.3 FT) SOUTH
 PR1177'OF THE CENTERLINE OF THE U.S. HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE
 PR1177'LEVEL OF THE U.S. HIGHWAY.
 PR1177
 PR1177                          STATION RECOVERY (1999)
 PR1177
 PR1177'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 PR1177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4998 ***********************************************************************
 AH4998  DESIGNATION -  4201 CC
 AH4998  PID         -  AH4998
 AH4998  STATE/COUNTY-  MN/LYON
 AH4998  COUNTRY     -  US
 AH4998  USGS QUAD   -  BALATON (1967)
 AH4998
 AH4998                         *CURRENT SURVEY CONTROL
 AH4998  ______________________________________________________________________
 AH4998* NAD 83(1986) POSITION- 44 14 15.     (N) 095 52 24.     (W)   SCALED    
 AH4998* NAVD 88 ORTHO HEIGHT -   472.700  (meters)    1550.85  (feet) ADJUSTED  
 AH4998  ______________________________________________________________________
 AH4998  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 AH4998  DYNAMIC HEIGHT  -        472.606 (meters)     1550.54  (feet) COMP
 AH4998  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 AH4998
 AH4998  VERT ORDER      -  SECOND    CLASS I
 AH4998
 AH4998.The horizontal coordinates were scaled from a topographic map and have
 AH4998.an estimated accuracy of +/- 6 seconds.
 AH4998.
 AH4998.The orthometric height was determined by differential leveling and
 AH4998.adjusted in May 1999.
 AH4998
 AH4998.The dynamic height is computed by dividing the NAVD 88
 AH4998.geopotential number by the normal gravity value computed on the
 AH4998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4998.degrees latitude (g = 980.6199 gals.).
 AH4998
 AH4998.The modeled gravity was interpolated from observed gravity values.
 AH4998
 AH4998;                    North         East    Units  Estimated Accuracy
 AH4998;SPC MN S     -   239,220.      650,370.      MT  (+/- 180 meters Scaled)
 AH4998
 AH4998                          SUPERSEDED SURVEY CONTROL
 AH4998
 AH4998.No superseded survey control is available for this station.
 AH4998
 AH4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK705022(NAD 83)
 AH4998
 AH4998_MARKER: DV = VERTICAL CONTROL DISK
 AH4998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH4998_SP_SET: BRIDGE RAILING
 AH4998_STAMPING: 4201 CC 1987
 AH4998_MARK LOGO: MNDT  
 AH4998_PROJECTION: FLUSH
 AH4998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH4998+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AH4998
 AH4998  HISTORY     - Date     Condition        Report By
 AH4998  HISTORY     - 1987     MONUMENTED       MNDT
 AH4998
 AH4998                          STATION DESCRIPTION
 AH4998
 AH4998'DESCRIBED BY MN DEPT OF TRANSP 1987
 AH4998'LOCATED IN THE NORTH EDGE OF THE CITY OF BALATON, 0.15 MI (0.24 KM) SE
 AH4998'ALONG TH-14 FROM JCT CO RD 5, IN THE NW 1/4 OF SECTION 23, T109N,
 AH4998'R42W, 24.5 FT (7.5 M) SW OF CENTERLINE TH-14 AT MP 29.9, 21.0 FT (6.4
 AH4998'M) NW OF SE COR OF BRDG NUMBER 42014 (TH-14 OVER RR).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9895 ***********************************************************************
 DK9895  DESIGNATION -  4201 DD
 DK9895  PID         -  DK9895
 DK9895  STATE/COUNTY-  MN/LYON
 DK9895  COUNTRY     -  US
 DK9895  USGS QUAD   -  BALATON (1967)
 DK9895
 DK9895                         *CURRENT SURVEY CONTROL
 DK9895  ______________________________________________________________________
 DK9895* NAD 83(1986) POSITION- 44 14 22.7    (N) 095 45 44.0    (W)   HD_HELD2  
 DK9895* NAVD 88 ORTHO HEIGHT -   461.922  (meters)    1515.49  (feet) ADJUSTED  
 DK9895  ______________________________________________________________________
 DK9895  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DK9895  DYNAMIC HEIGHT  -        461.833 (meters)     1515.20  (feet) COMP
 DK9895  MODELED GRAVITY -    980,412.2   (mgal)                       NAVD 88
 DK9895
 DK9895  VERT ORDER      -  SECOND    CLASS I
 DK9895
 DK9895.The horizontal coordinates were scaled from a topographic map and have
 DK9895.an estimated accuracy of +/- 6 seconds.
 DK9895.
 DK9895.The orthometric height was determined by differential leveling and
 DK9895.adjusted in June 2009.
 DK9895
 DK9895.Photographs are available for this station.
 DK9895
 DK9895.The dynamic height is computed by dividing the NAVD 88
 DK9895.geopotential number by the normal gravity value computed on the
 DK9895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9895.degrees latitude (g = 980.6199 gals.).
 DK9895
 DK9895.The modeled gravity was interpolated from observed gravity values.
 DK9895
 DK9895;                    North         East    Units  Estimated Accuracy
 DK9895;SPC MN S     -   239,255.      659,249.      MT  (+/- 10 meters HH2 GPS)
 DK9895
 DK9895                          SUPERSEDED SURVEY CONTROL
 DK9895
 DK9895.No superseded survey control is available for this station.
 DK9895
 DK9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7943202200(NAD 83)
 DK9895
 DK9895_MARKER: DD = SURVEY DISK
 DK9895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9895_STAMPING: 4201 DD 2006
 DK9895_MARK LOGO: MNDT  
 DK9895_PROJECTION: RECESSED 8 CENTIMETERS
 DK9895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9895+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DK9895_ROD/PIPE-DEPTH:  4.6 meters
 DK9895
 DK9895  HISTORY     - Date     Condition        Report By
 DK9895  HISTORY     - 20060913 MONUMENTED       MNDT
 DK9895
 DK9895                          STATION DESCRIPTION
 DK9895
 DK9895'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9895'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF TRACY, 6.2 MI
 DK9895'(10.0 KM) SOUTH-SOUTHWEST OF AMIRET AND 5.5 MI (8.8 KM) EAST OF
 DK9895'BALATON, 2.0 MI (3.2 KM) NORTH GARVIN AND IS 0.35 MI (0.6 KM) WEST
 DK9895'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DK9895'HIGHWAY 59, AT TRUNK HIGHWAY 14 MILE POINT 35.45, 41.7 FT (12.7 M)
 DK9895'SOUTH OF TRUNK HIGHWAY 14, 26.0 FT (7.9 M) EAST OF A FIELD ENTRANCE,
 DK9895'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK9896 ***********************************************************************
 DK9896  DESIGNATION -  4201 EE
 DK9896  PID         -  DK9896
 DK9896  STATE/COUNTY-  MN/LYON
 DK9896  COUNTRY     -  US
 DK9896  USGS QUAD   -  BALATON (1967)
 DK9896
 DK9896                         *CURRENT SURVEY CONTROL
 DK9896  ______________________________________________________________________
 DK9896* NAD 83(1986) POSITION- 44 14 22.8    (N) 095 46 30.4    (W)   HD_HELD2  
 DK9896* NAVD 88 ORTHO HEIGHT -   459.147  (meters)    1506.38  (feet) ADJUSTED  
 DK9896  ______________________________________________________________________
 DK9896  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DK9896  DYNAMIC HEIGHT  -        459.058 (meters)     1506.09  (feet) COMP
 DK9896  MODELED GRAVITY -    980,411.5   (mgal)                       NAVD 88
 DK9896
 DK9896  VERT ORDER      -  SECOND    CLASS I
 DK9896
 DK9896.The horizontal coordinates were scaled from a topographic map and have
 DK9896.an estimated accuracy of +/- 6 seconds.
 DK9896.
 DK9896.The orthometric height was determined by differential leveling and
 DK9896.adjusted in June 2009.
 DK9896
 DK9896.Photographs are available for this station.
 DK9896
 DK9896.The dynamic height is computed by dividing the NAVD 88
 DK9896.geopotential number by the normal gravity value computed on the
 DK9896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK9896.degrees latitude (g = 980.6199 gals.).
 DK9896
 DK9896.The modeled gravity was interpolated from observed gravity values.
 DK9896
 DK9896;                    North         East    Units  Estimated Accuracy
 DK9896;SPC MN S     -   239,281.      658,220.      MT  (+/- 10 meters HH2 GPS)
 DK9896
 DK9896                          SUPERSEDED SURVEY CONTROL
 DK9896
 DK9896.No superseded survey control is available for this station.
 DK9896
 DK9896_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7840302238(NAD 83)
 DK9896
 DK9896_MARKER: DD = SURVEY DISK
 DK9896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK9896_STAMPING: 4201 EE 2006
 DK9896_MARK LOGO: MNDT  
 DK9896_PROJECTION: RECESSED 5 CENTIMETERS
 DK9896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK9896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK9896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK9896+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 DK9896_ROD/PIPE-DEPTH:  3.0 meters
 DK9896
 DK9896  HISTORY     - Date     Condition        Report By
 DK9896  HISTORY     - 20060913 MONUMENTED       MNDT
 DK9896
 DK9896                          STATION DESCRIPTION
 DK9896
 DK9896'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK9896'THE STATION IS LOCATED ABOUT 7.8 MI (12.6 KM) WEST OF TRACY, 6.6 MI
 DK9896'(10.6 KM) SOUTHWEST OF AMIRET AND 4.8 MI (7.7 KM) EAST OF BALATON, 2.1
 DK9896'MI (3.4 KM) NORTHWEST OF GARVIN AND IS 1.0 MI (1.6 KM) WEST ALONG
 DK9896'TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 DK9896'HIGHWAY 59, AT TRUNK HIGHWAY 14 MILE POINT 34.85, 55.6 FT (16.9 M)
 DK9896'SOUTH OF TRUNK HIGHWAY 14, 25.0 FT (7.6 M) EAST OF 260TH AVENUE, 14.0
 DK9896'FT (4.3 M) SOUTH OF CABLE BOX, 52.5 FT (16.0 M) WEST-SOUTHWEST OF
 DK9896'CABLE PEDESTAL, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5005 ***********************************************************************
 AH5005  DESIGNATION -  4201 F
 AH5005  PID         -  AH5005
 AH5005  STATE/COUNTY-  MN/LYON
 AH5005  COUNTRY     -  US
 AH5005  USGS QUAD   -  CURRENT LAKE (1967)
 AH5005
 AH5005                         *CURRENT SURVEY CONTROL
 AH5005  ______________________________________________________________________
 AH5005* NAD 83(1986) POSITION- 44 14 24.     (N) 095 57 25.     (W)   SCALED    
 AH5005* NAVD 88 ORTHO HEIGHT -   493.695  (meters)    1619.73  (feet) ADJUSTED  
 AH5005  ______________________________________________________________________
 AH5005  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 AH5005  DYNAMIC HEIGHT  -        493.597 (meters)     1619.41  (feet) COMP
 AH5005  MODELED GRAVITY -    980,403.4   (mgal)                       NAVD 88
 AH5005
 AH5005  VERT ORDER      -  SECOND    CLASS I
 AH5005
 AH5005.The horizontal coordinates were scaled from a topographic map and have
 AH5005.an estimated accuracy of +/- 6 seconds.
 AH5005.
 AH5005.The orthometric height was determined by differential leveling and
 AH5005.adjusted in May 1999.
 AH5005
 AH5005.The dynamic height is computed by dividing the NAVD 88
 AH5005.geopotential number by the normal gravity value computed on the
 AH5005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5005.degrees latitude (g = 980.6199 gals.).
 AH5005
 AH5005.The modeled gravity was interpolated from observed gravity values.
 AH5005
 AH5005;                    North         East    Units  Estimated Accuracy
 AH5005;SPC MN S     -   239,650.      643,700.      MT  (+/- 180 meters Scaled)
 AH5005
 AH5005                          SUPERSEDED SURVEY CONTROL
 AH5005
 AH5005.No superseded survey control is available for this station.
 AH5005
 AH5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK638027(NAD 83)
 AH5005
 AH5005_MARKER: DV = VERTICAL CONTROL DISK
 AH5005_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5005_SP_SET: BOX CULVERT
 AH5005_STAMPING: 4201 F 1991
 AH5005_MARK LOGO: MNDT  
 AH5005_PROJECTION: FLUSH
 AH5005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5005+STABILITY: SURFACE MOTION
 AH5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5005+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5005
 AH5005  HISTORY     - Date     Condition        Report By
 AH5005  HISTORY     - 1991     MONUMENTED       MNDT
 AH5005
 AH5005                          STATION DESCRIPTION
 AH5005
 AH5005'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5005'LOCATED 4-1/2 MI WEST OF THE CITY OF BALATON, 3.9 MI (6.3 KM) WEST OF
 AH5005'JCT TH-14 AND CO RD 5, IN THE NW 1/4 OF SECTION 19, T109N, R42W, 25.5
 AH5005'FT (7.8 M) SOUTH OF AND 1 FT (0.3 M) LOWER THAN CENTERLINE TH-14 AT MP
 AH5005'25.75, 270.0.FT EAST OF CENTERLINE TH-91, 39.0 FT (11.9 M) WEST OF
 AH5005'CENTER OF FIELD ENT, 109.0 FT (33.2 M) NW OF P-POLE, 0.5 FT (0.2 M)
 AH5005'WEST OF EAST END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5002 ***********************************************************************
 AH5002  DESIGNATION -  4201 G
 AH5002  PID         -  AH5002
 AH5002  STATE/COUNTY-  MN/LYON
 AH5002  COUNTRY     -  US
 AH5002  USGS QUAD   -  CURRENT LAKE (1967)
 AH5002
 AH5002                         *CURRENT SURVEY CONTROL
 AH5002  ______________________________________________________________________
 AH5002* NAD 83(1986) POSITION- 44 14 24.     (N) 095 55 25.     (W)   SCALED    
 AH5002* NAVD 88 ORTHO HEIGHT -   481.075  (meters)    1578.33  (feet) ADJUSTED  
 AH5002  ______________________________________________________________________
 AH5002  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 AH5002  DYNAMIC HEIGHT  -        480.979 (meters)     1578.01  (feet) COMP
 AH5002  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 AH5002
 AH5002  VERT ORDER      -  SECOND    CLASS I
 AH5002
 AH5002.The horizontal coordinates were scaled from a topographic map and have
 AH5002.an estimated accuracy of +/- 6 seconds.
 AH5002.
 AH5002.The orthometric height was determined by differential leveling and
 AH5002.adjusted in May 1999.
 AH5002
 AH5002.The dynamic height is computed by dividing the NAVD 88
 AH5002.geopotential number by the normal gravity value computed on the
 AH5002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5002.degrees latitude (g = 980.6199 gals.).
 AH5002
 AH5002.The modeled gravity was interpolated from observed gravity values.
 AH5002
 AH5002;                    North         East    Units  Estimated Accuracy
 AH5002;SPC MN S     -   239,590.      646,360.      MT  (+/- 180 meters Scaled)
 AH5002
 AH5002                          SUPERSEDED SURVEY CONTROL
 AH5002
 AH5002.No superseded survey control is available for this station.
 AH5002
 AH5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK665026(NAD 83)
 AH5002
 AH5002_MARKER: DV = VERTICAL CONTROL DISK
 AH5002_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH5002_SP_SET: BOX CULVERT
 AH5002_STAMPING: 4201 G 1991
 AH5002_MARK LOGO: MNDT  
 AH5002_PROJECTION: FLUSH
 AH5002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5002+STABILITY: SURFACE MOTION
 AH5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5002+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5002
 AH5002  HISTORY     - Date     Condition        Report By
 AH5002  HISTORY     - 1991     MONUMENTED       MNDT
 AH5002
 AH5002                          STATION DESCRIPTION
 AH5002
 AH5002'DESCRIBED BY MN DEPT OF TRANSP 1991
 AH5002'LOCATED 3 MI (4.8 KM) WEST OF THE CITY OF BALATON, 2-1/2 MI WEST OF
 AH5002'JCT TH-14 AND CO RD 5, IN THE SE 1/4 OF SECTION 17, T109N, R42W, 70.0
 AH5002'FT (21.3 M) NORTH OF AND ABOUT 18 FT (5.5 M) LOWER THAN CENTERLINE
 AH5002'TH-14 AT MP 27.35, 0.5 FT (0.2 M) EAST OF WEST END OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1412 ***********************************************************************
 PQ1412  DESIGNATION -  4201 K
 PQ1412  PID         -  PQ1412
 PQ1412  STATE/COUNTY-  MN/LYON
 PQ1412  COUNTRY     -  US
 PQ1412  USGS QUAD   -  BALATON (1967)
 PQ1412
 PQ1412                         *CURRENT SURVEY CONTROL
 PQ1412  ______________________________________________________________________
 PQ1412* NAD 83(1986) POSITION- 44 14 06.     (N) 095 52 27.     (W)   SCALED    
 PQ1412* NAVD 88 ORTHO HEIGHT -   474.173  (meters)    1555.68  (feet) ADJUSTED  
 PQ1412  ______________________________________________________________________
 PQ1412  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 PQ1412  DYNAMIC HEIGHT  -        474.079 (meters)     1555.37  (feet) COMP
 PQ1412  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 PQ1412
 PQ1412  VERT ORDER      -  SECOND    CLASS I
 PQ1412
 PQ1412.The horizontal coordinates were scaled from a topographic map and have
 PQ1412.an estimated accuracy of +/- 6 seconds.
 PQ1412.
 PQ1412.The orthometric height was determined by differential leveling and
 PQ1412.adjusted in June 1995.
 PQ1412
 PQ1412.The dynamic height is computed by dividing the NAVD 88
 PQ1412.geopotential number by the normal gravity value computed on the
 PQ1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1412.degrees latitude (g = 980.6199 gals.).
 PQ1412
 PQ1412.The modeled gravity was interpolated from observed gravity values.
 PQ1412
 PQ1412;                    North         East    Units  Estimated Accuracy
 PQ1412;SPC MN S     -   238,940.      650,300.      MT  (+/- 180 meters Scaled)
 PQ1412
 PQ1412                          SUPERSEDED SURVEY CONTROL
 PQ1412
 PQ1412.No superseded survey control is available for this station.
 PQ1412
 PQ1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK704019(NAD 83)
 PQ1412
 PQ1412_MARKER: DV = VERTICAL CONTROL DISK
 PQ1412_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1412+WITH SETTING: PAVEMENT
 PQ1412_SP_SET: WATER TANK FOOTING
 PQ1412_STAMPING: 4201 K 1987
 PQ1412_MARK LOGO: MNDT  
 PQ1412_PROJECTION: FLUSH
 PQ1412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1412+STABILITY: SURFACE MOTION
 PQ1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1412+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2008
 PQ1412
 PQ1412  HISTORY     - Date     Condition        Report By
 PQ1412  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1412  HISTORY     - 19910522 GOOD             MNDT
 PQ1412  HISTORY     - 20080806 GOOD             INDIV
 PQ1412
 PQ1412                          STATION DESCRIPTION
 PQ1412
 PQ1412'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1412'THE MARK IS LOCATED IN THE TOWN OF BALATON, IN THE NW 1/4 OF SECTION
 PQ1412'23, T109N, R42W, ALONG CENTRAL AVENUE AND ABOUT MIDWAY BETWEEN 1ST
 PQ1412'AVENUE AND 2ND AVENUE, IN THE CONCRETE FOOTING FOR THE WEST LEG OF
 PQ1412'THE CITY WATER TANK.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1412'CONTROL MONUMENT DISK STAMPED---4201 K 1987---, IS SET FLUSH IN A
 PQ1412'DRILL HOLE IN THE TOP OF THE 2.5-FOOT BY 3.5-FOOT CONCRETE FOOTING
 PQ1412'FOR THE WEST LEG OF 4 LEGS OF THE WATER TANK AND IS ABOUT 0.3 FT
 PQ1412'(9.1 CM) ABOVE THE LEVEL OF THE GROUND AND 4 FT (1.2 M) ABOVE THE
 PQ1412'LEVEL OF CENTRAL AVENUE.  THE MARK IS 80.0 FT (24.4 M) EAST OF THE
 PQ1412'CENTERLINE OF CENTRAL AVENUE, 49.5 FT (15.1 M) NORTH OF THE CENTER OF
 PQ1412'AN ALLEY, 61.3 FT (18.7 M) NORTH OF A POWER POLE, 0.5 FT (15.2 CM)
 PQ1412'NORTH OF THE SOUTH EDGE OF THE CONCRETE FTING, AND 0.5 FT (15.2 CM)
 PQ1412'EAST OF THE WEST EDGE OF THE CONCRETE FOOTING.
 PQ1412
 PQ1412                          STATION RECOVERY (1991)
 PQ1412
 PQ1412'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 PQ1412'IN THE CITY OF BALATON, IN THE NW 1/4 OF SECTION 23, T109N, R42W, IN
 PQ1412'WEST LEG OF CITY WATER TANK, 80.0 FT (24.4 M) EAST OF AND 4 FT (1.2 M)
 PQ1412'HIGHER THAN CENTERLINE OF CENTRAL AVENUE, 49.5 FT (15.1 M) NORTH OF
 PQ1412'CENTER OF ALLEY, 61.3 FT (18.7 M) NORTH OF P-POLE, 0.5 FT (0.2 M)
 PQ1412'NORTH OF SOUTH EDGE OF CONCRETE FOOTING, 0.5 FT (0.2 M) EAST 0F WEST
 PQ1412'EDGE OF CONCRETE FOOTING, 0.3 FT (0.1 M) ABOVE THE GROUND.
 PQ1412
 PQ1412                          STATION RECOVERY (2008)
 PQ1412
 PQ1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CLB)
 PQ1412'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1395 ***********************************************************************
 PQ1395  DESIGNATION -  4201 L
 PQ1395  PID         -  PQ1395
 PQ1395  STATE/COUNTY-  MN/LYON
 PQ1395  COUNTRY     -  US
 PQ1395  USGS QUAD   -  BALATON (1967)
 PQ1395
 PQ1395                         *CURRENT SURVEY CONTROL
 PQ1395  ______________________________________________________________________
 PQ1395* NAD 83(1986) POSITION- 44 13 30.     (N) 095 51 16.     (W)   SCALED    
 PQ1395* NAVD 88 ORTHO HEIGHT -   464.370  (meters)    1523.52  (feet) ADJUSTED  
 PQ1395  ______________________________________________________________________
 PQ1395  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 PQ1395  DYNAMIC HEIGHT  -        464.277 (meters)     1523.22  (feet) COMP
 PQ1395  MODELED GRAVITY -    980,404.6   (mgal)                       NAVD 88
 PQ1395
 PQ1395  VERT ORDER      -  SECOND    CLASS I
 PQ1395
 PQ1395.The horizontal coordinates were scaled from a topographic map and have
 PQ1395.an estimated accuracy of +/- 6 seconds.
 PQ1395.
 PQ1395.The orthometric height was determined by differential leveling and
 PQ1395.adjusted in June 1995.
 PQ1395
 PQ1395.The dynamic height is computed by dividing the NAVD 88
 PQ1395.geopotential number by the normal gravity value computed on the
 PQ1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1395.degrees latitude (g = 980.6199 gals.).
 PQ1395
 PQ1395.The modeled gravity was interpolated from observed gravity values.
 PQ1395
 PQ1395;                    North         East    Units  Estimated Accuracy
 PQ1395;SPC MN S     -   237,790.      651,850.      MT  (+/- 180 meters Scaled)
 PQ1395
 PQ1395                          SUPERSEDED SURVEY CONTROL
 PQ1395
 PQ1395.No superseded survey control is available for this station.
 PQ1395
 PQ1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK720008(NAD 83)
 PQ1395
 PQ1395_MARKER: DV = VERTICAL CONTROL DISK
 PQ1395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1395_SP_SET: ALUMINUM ALLOY ROD
 PQ1395_STAMPING: 4201 L 1987
 PQ1395_MARK LOGO: MNDT  
 PQ1395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1395
 PQ1395  HISTORY     - Date     Condition        Report By
 PQ1395  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1395
 PQ1395                          STATION DESCRIPTION
 PQ1395
 PQ1395'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1395'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTHEAST OF THE TOWN OF
 PQ1395'BALATON, IN THE NW 1/4 OF SECTION 25, T109N, R42W, ON THE SOUTH
 PQ1395'RIGHT-OF-WAY OF A GRAVEL ROAD, 1.3 MI (2.1 KM) SOUTH ALONG COUNTY
 PQ1395'ROAD 63 (LAKE AVENUE) FROM ITS JUNCTION WITH TRUNK HIGHWAY 14 AT
 PQ1395'BALATON, THENCE ABOUT 200 FT (61.0 M) EAST ON A GRAVEL ROAD.  THE
 PQ1395'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1395'STAMPED---4201 L 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1395'DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FT (6.1 CM)
 PQ1395'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1 FT (0.3 M) BELOW THE
 PQ1395'LEVEL OF THE ROAD.  THE MARK IS 200 FT (61.0 M) EAST OF THE
 PQ1395'CENTERLINE OF COUNTY ROAD 63, 28.5 FT (8.7 M) SOUTH OF THE CENTER OF
 PQ1395'A GRAVEL ROAD, 3 FT (0.9 M) EAST-NORTHEAST OF POWER POLE NUMBER 250,
 PQ1395'AND 1.1 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1395'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1394 ***********************************************************************
 PQ1394  DESIGNATION -  4201 M
 PQ1394  PID         -  PQ1394
 PQ1394  STATE/COUNTY-  MN/LYON
 PQ1394  COUNTRY     -  US
 PQ1394  USGS QUAD   -  BALATON (1967)
 PQ1394
 PQ1394                         *CURRENT SURVEY CONTROL
 PQ1394  ______________________________________________________________________
 PQ1394* NAD 83(1986) POSITION- 44 13 31.     (N) 095 49 33.     (W)   SCALED    
 PQ1394* NAVD 88 ORTHO HEIGHT -   464.791  (meters)    1524.90  (feet) ADJUSTED  
 PQ1394  ______________________________________________________________________
 PQ1394  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 PQ1394  DYNAMIC HEIGHT  -        464.699 (meters)     1524.60  (feet) COMP
 PQ1394  MODELED GRAVITY -    980,406.3   (mgal)                       NAVD 88
 PQ1394
 PQ1394  VERT ORDER      -  SECOND    CLASS I
 PQ1394
 PQ1394.The horizontal coordinates were scaled from a topographic map and have
 PQ1394.an estimated accuracy of +/- 6 seconds.
 PQ1394.
 PQ1394.The orthometric height was determined by differential leveling and
 PQ1394.adjusted in June 1995.
 PQ1394
 PQ1394.The dynamic height is computed by dividing the NAVD 88
 PQ1394.geopotential number by the normal gravity value computed on the
 PQ1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1394.degrees latitude (g = 980.6199 gals.).
 PQ1394
 PQ1394.The modeled gravity was interpolated from observed gravity values.
 PQ1394
 PQ1394;                    North         East    Units  Estimated Accuracy
 PQ1394;SPC MN S     -   237,770.      654,130.      MT  (+/- 180 meters Scaled)
 PQ1394
 PQ1394                          SUPERSEDED SURVEY CONTROL
 PQ1394
 PQ1394.No superseded survey control is available for this station.
 PQ1394
 PQ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK742007(NAD 83)
 PQ1394
 PQ1394_MARKER: DV = VERTICAL CONTROL DISK
 PQ1394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1394_SP_SET: ALUMINUM ALLOY ROD
 PQ1394_STAMPING: 4201 M 1987
 PQ1394_MARK LOGO: MNDT  
 PQ1394_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1394
 PQ1394  HISTORY     - Date     Condition        Report By
 PQ1394  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1394
 PQ1394                          STATION DESCRIPTION
 PQ1394
 PQ1394'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1394'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) EAST-SOUTHEAST OF THE TOWN
 PQ1394'OF BALATON, IN THE SE 1/4 OF SECTION 19, T109N, R41W, ON THE NORTH
 PQ1394'RIGHT-OF-WAY OF A GRAVEL ROAD, 3.0 MI (4.8 KM) WEST ALONG TRUNK
 PQ1394'HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 59 ABOUT 1.5 MI
 PQ1394'(2.4 KM) NORTH OF THE TOWN OF GARVIN, THENCE 1.0 MI (1.6 KM) SOUTH ON
 PQ1394'COUNTY ROAD 7, THENCE 0.5 MI (0.8 KM) WEST ON A GRAVEL ROAD.  THE
 PQ1394'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1394'STAMPED---4201 M 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1394'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.1 FT (3.0 CM)
 PQ1394'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE GRAVEL
 PQ1394'ROAD.  THE MARK IS 33.5 FT (10.2 M) NORTH OF THE CENTER OF THE GRAVEL
 PQ1394'ROAD, 12 FT (3.7 M) WEST OF THE EXTENDED CENTERLINE OF A FIELD
 PQ1394'ENTRANCE, 3.8 FT (1.2 M) EAST-SOUTHEAST OF A POWER POLE, AND 1.0 FT
 PQ1394'(0.3 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1394'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH4999 ***********************************************************************
 AH4999  DESIGNATION -  4201 N
 AH4999  PID         -  AH4999
 AH4999  STATE/COUNTY-  MN/LYON
 AH4999  COUNTRY     -  US
 AH4999  USGS QUAD   -  CURRENT LAKE (1967)
 AH4999
 AH4999                         *CURRENT SURVEY CONTROL
 AH4999  ______________________________________________________________________
 AH4999* NAD 83(1986) POSITION- 44 14 26.     (N) 095 53 13.     (W)   SCALED    
 AH4999* NAVD 88 ORTHO HEIGHT -   476.220  (meters)    1562.40  (feet) ADJUSTED  
 AH4999  ______________________________________________________________________
 AH4999  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 AH4999  DYNAMIC HEIGHT  -        476.126 (meters)     1562.09  (feet) COMP
 AH4999  MODELED GRAVITY -    980,405.4   (mgal)                       NAVD 88
 AH4999
 AH4999  VERT ORDER      -  SECOND    CLASS I
 AH4999
 AH4999.The horizontal coordinates were scaled from a topographic map and have
 AH4999.an estimated accuracy of +/- 6 seconds.
 AH4999.
 AH4999.The orthometric height was determined by differential leveling and
 AH4999.adjusted in May 1999.
 AH4999
 AH4999.The dynamic height is computed by dividing the NAVD 88
 AH4999.geopotential number by the normal gravity value computed on the
 AH4999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH4999.degrees latitude (g = 980.6199 gals.).
 AH4999
 AH4999.The modeled gravity was interpolated from observed gravity values.
 AH4999
 AH4999;                    North         East    Units  Estimated Accuracy
 AH4999;SPC MN S     -   239,580.      649,290.      MT  (+/- 180 meters Scaled)
 AH4999
 AH4999                          SUPERSEDED SURVEY CONTROL
 AH4999
 AH4999.No superseded survey control is available for this station.
 AH4999
 AH4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK694026(NAD 83)
 AH4999
 AH4999_MARKER: DV = VERTICAL CONTROL DISK
 AH4999_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH4999_STAMPING: 4201 N 1991
 AH4999_MARK LOGO: MNDT  
 AH4999_PROJECTION: FLUSH
 AH4999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH4999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH4999+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH4999
 AH4999  HISTORY     - Date     Condition        Report By
 AH4999  HISTORY     - 1991     MONUMENTED       MNDT
 AH4999
 AH4999                          STATION DESCRIPTION
 AH4999
 AH4999'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH4999'LOCATED 3/4 MI WEST OF THE CITY OF BALATON 0.55 MI (0.89 KM) WEST OF
 AH4999'JCT TH-14 AND CO RD 5, IN THE SE 1/4 OF SECTION 15, T109N, R42W, 300.0
 AH4999'FT (91.4 M) NORTH OF CENTERLINE TH-14 AT MP 29.2, 2.0 FT (0.6 M) WEST
 AH4999'OF STEEL WIT POST, 2.3 FT (0.7 M) NNW OF P-POLE, 16.5 FT (5.0 M) EAST
 AH4999'OF FARM DRIVE, ON TOP OF 3/4 IN BY 20 FT (6.1 M) ROD, FLUSH WITH THE
 AH4999'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5000 ***********************************************************************
 AH5000  DESIGNATION -  4201 P
 AH5000  PID         -  AH5000
 AH5000  STATE/COUNTY-  MN/LYON
 AH5000  COUNTRY     -  US
 AH5000  USGS QUAD   -  CURRENT LAKE (1967)
 AH5000
 AH5000                         *CURRENT SURVEY CONTROL
 AH5000  ______________________________________________________________________
 AH5000* NAD 83(1986) POSITION- 44 14 22.     (N) 095 53 54.     (W)   SCALED    
 AH5000* NAVD 88 ORTHO HEIGHT -   477.384  (meters)    1566.22  (feet) ADJUSTED  
 AH5000  ______________________________________________________________________
 AH5000  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 AH5000  DYNAMIC HEIGHT  -        477.289 (meters)     1565.91  (feet) COMP
 AH5000  MODELED GRAVITY -    980,405.0   (mgal)                       NAVD 88
 AH5000
 AH5000  VERT ORDER      -  SECOND    CLASS I
 AH5000
 AH5000.The horizontal coordinates were scaled from a topographic map and have
 AH5000.an estimated accuracy of +/- 6 seconds.
 AH5000.
 AH5000.The orthometric height was determined by differential leveling and
 AH5000.adjusted in May 1999.
 AH5000
 AH5000.The dynamic height is computed by dividing the NAVD 88
 AH5000.geopotential number by the normal gravity value computed on the
 AH5000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5000.degrees latitude (g = 980.6199 gals.).
 AH5000
 AH5000.The modeled gravity was interpolated from observed gravity values.
 AH5000
 AH5000;                    North         East    Units  Estimated Accuracy
 AH5000;SPC MN S     -   239,480.      648,380.      MT  (+/- 180 meters Scaled)
 AH5000
 AH5000                          SUPERSEDED SURVEY CONTROL
 AH5000
 AH5000.No superseded survey control is available for this station.
 AH5000
 AH5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK685025(NAD 83)
 AH5000
 AH5000_MARKER: DV = VERTICAL CONTROL DISK
 AH5000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5000_STAMPING: 4201 P 1991
 AH5000_MARK LOGO: MNDT  
 AH5000_PROJECTION: FLUSH
 AH5000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5000+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5000
 AH5000  HISTORY     - Date     Condition        Report By
 AH5000  HISTORY     - 1991     MONUMENTED       MNDT
 AH5000
 AH5000                          STATION DESCRIPTION
 AH5000
 AH5000'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5000'LOCATED 1-1/2 MI WEST OF THE CITY OF BALATON, 1.1 MI (1.8 KM) WEST OF
 AH5000'JCT TH-14 AND CO RD 5, IN THE NE 1/4 OF SECTION 21, T109N, R42W, 97.O
 AH5000'FT SOUTH OF CENTERLINE TH-14 AT MP 28.65, 3.3 FT (1.0 M) NORTH OF
 AH5000'STEEL WIT POST, 3.5 FT, NORTH OF FENCE LINE, 16.3 FT (5.0 M) SSE OF
 AH5000'P-POLE, ON TOP OF 3/4 IN BY 24 FT (7.3 M) ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5001 ***********************************************************************
 AH5001  DESIGNATION -  4201 Q
 AH5001  PID         -  AH5001
 AH5001  STATE/COUNTY-  MN/LYON
 AH5001  COUNTRY     -  US
 AH5001  USGS QUAD   -  CURRENT LAKE (1967)
 AH5001
 AH5001                         *CURRENT SURVEY CONTROL
 AH5001  ______________________________________________________________________
 AH5001* NAD 83(1986) POSITION- 44 14 24.     (N) 095 54 44.     (W)   SCALED    
 AH5001* NAVD 88 ORTHO HEIGHT -   474.227  (meters)    1555.86  (feet) ADJUSTED  
 AH5001  ______________________________________________________________________
 AH5001  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 AH5001  DYNAMIC HEIGHT  -        474.132 (meters)     1555.55  (feet) COMP
 AH5001  MODELED GRAVITY -    980,404.8   (mgal)                       NAVD 88
 AH5001
 AH5001  VERT ORDER      -  SECOND    CLASS I
 AH5001
 AH5001.The horizontal coordinates were scaled from a topographic map and have
 AH5001.an estimated accuracy of +/- 6 seconds.
 AH5001.
 AH5001.The orthometric height was determined by differential leveling and
 AH5001.adjusted in May 1999.
 AH5001
 AH5001.The dynamic height is computed by dividing the NAVD 88
 AH5001.geopotential number by the normal gravity value computed on the
 AH5001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5001.degrees latitude (g = 980.6199 gals.).
 AH5001
 AH5001.The modeled gravity was interpolated from observed gravity values.
 AH5001
 AH5001;                    North         East    Units  Estimated Accuracy
 AH5001;SPC MN S     -   239,570.      647,270.      MT  (+/- 180 meters Scaled)
 AH5001
 AH5001                          SUPERSEDED SURVEY CONTROL
 AH5001
 AH5001.No superseded survey control is available for this station.
 AH5001
 AH5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK674026(NAD 83)
 AH5001
 AH5001_MARKER: DV = VERTICAL CONTROL DISK
 AH5001_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5001_STAMPING: 4201 Q 1991
 AH5001_MARK LOGO: MNDT  
 AH5001_PROJECTION: FLUSH
 AH5001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5001+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5001
 AH5001  HISTORY     - Date     Condition        Report By
 AH5001  HISTORY     - 1991     MONUMENTED       MNDT
 AH5001
 AH5001                          STATION DESCRIPTION
 AH5001
 AH5001'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5001'LOCATED 2 MI (3.2 KM) WEST OF THE CITY OF BALATON, 1.8 MI (2.9 KM)
 AH5001'WEST OF JCT TH-14 AND CO RD 5, IN THE SW 1/4 OF SECTION 16, T109N,
 AH5001'R42W, 113.0 FT (34.4 M) NORTH OF CENTERLINE TH-14 AT MP 27.95, 2.1 FT
 AH5001'(0.6 M) SOUTH OF STEEL WIT POST, ON TOP OF 3/4 IN BY 20 FT (6.1 M)
 AH5001'ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5003 ***********************************************************************
 AH5003  DESIGNATION -  4201 R
 AH5003  PID         -  AH5003
 AH5003  STATE/COUNTY-  MN/LYON
 AH5003  COUNTRY     -  US
 AH5003  USGS QUAD   -  CURRENT LAKE (1967)
 AH5003
 AH5003                         *CURRENT SURVEY CONTROL
 AH5003  ______________________________________________________________________
 AH5003* NAD 83(1986) POSITION- 44 14 19.     (N) 095 56 13.     (W)   SCALED    
 AH5003* NAVD 88 ORTHO HEIGHT -   496.074  (meters)    1627.54  (feet) ADJUSTED  
 AH5003  ______________________________________________________________________
 AH5003  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 AH5003  DYNAMIC HEIGHT  -        495.975 (meters)     1627.21  (feet) COMP
 AH5003  MODELED GRAVITY -    980,403.9   (mgal)                       NAVD 88
 AH5003
 AH5003  VERT ORDER      -  SECOND    CLASS I
 AH5003
 AH5003.The horizontal coordinates were scaled from a topographic map and have
 AH5003.an estimated accuracy of +/- 6 seconds.
 AH5003.
 AH5003.The orthometric height was determined by differential leveling and
 AH5003.adjusted in May 1999.
 AH5003
 AH5003.The dynamic height is computed by dividing the NAVD 88
 AH5003.geopotential number by the normal gravity value computed on the
 AH5003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5003.degrees latitude (g = 980.6199 gals.).
 AH5003
 AH5003.The modeled gravity was interpolated from observed gravity values.
 AH5003
 AH5003;                    North         East    Units  Estimated Accuracy
 AH5003;SPC MN S     -   239,460.      645,290.      MT  (+/- 180 meters Scaled)
 AH5003
 AH5003                          SUPERSEDED SURVEY CONTROL
 AH5003
 AH5003.No superseded survey control is available for this station.
 AH5003
 AH5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK654025(NAD 83)
 AH5003
 AH5003_MARKER: DV = VERTICAL CONTROL DISK
 AH5003_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5003_STAMPING: 4201 R 1991
 AH5003_MARK LOGO: MNDT  
 AH5003_PROJECTION: FLUSH
 AH5003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5003+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5003
 AH5003  HISTORY     - Date     Condition        Report By
 AH5003  HISTORY     - 1991     MONUMENTED       MNDT
 AH5003
 AH5003                          STATION DESCRIPTION
 AH5003
 AH5003'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5003'LOCATED 31/2 MI WEST OF THE CITY OF BALATON, 3.2 MI (5.1 KM) WEST OF
 AH5003'JCT TH-14 AND CO RD 5, IN THE NW 1/4 OF SECTION 20, T109N, R42W, 525.0
 AH5003'FT (160.0 M) SOUTH OF CENTERLINE TH-14 AT MP 26.7, 1.5 FT (0.5 M) WEST
 AH5003'OF STEEL WITNESS POST AND FENCE LINE, 31.0 FT (9.4 M) EAST OF CENTER
 AH5003'OF GRAVEL RD, 22.5 FT (6.9 M) NE OF 36 INCH COTTONWOOD, ON TOP OF 3/4
 AH5003'IN BY 15 FT (4.6 M) ROD, ON TOP OF 3/4 IN BY 15 FT (4.6 M) ROD, FLUSH
 AH5003'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5004 ***********************************************************************
 AH5004  DESIGNATION -  4201 S
 AH5004  PID         -  AH5004
 AH5004  STATE/COUNTY-  MN/LYON
 AH5004  COUNTRY     -  US
 AH5004  USGS QUAD   -  CURRENT LAKE (1967)
 AH5004
 AH5004                         *CURRENT SURVEY CONTROL
 AH5004  ______________________________________________________________________
 AH5004* NAD 83(1986) POSITION- 44 14 23.     (N) 095 57 03.     (W)   SCALED    
 AH5004* NAVD 88 ORTHO HEIGHT -   494.075  (meters)    1620.98  (feet) ADJUSTED  
 AH5004  ______________________________________________________________________
 AH5004  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 AH5004  DYNAMIC HEIGHT  -        493.977 (meters)     1620.66  (feet) COMP
 AH5004  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 AH5004
 AH5004  VERT ORDER      -  SECOND    CLASS I
 AH5004
 AH5004.The horizontal coordinates were scaled from a topographic map and have
 AH5004.an estimated accuracy of +/- 6 seconds.
 AH5004.
 AH5004.The orthometric height was determined by differential leveling and
 AH5004.adjusted in May 1999.
 AH5004
 AH5004.The dynamic height is computed by dividing the NAVD 88
 AH5004.geopotential number by the normal gravity value computed on the
 AH5004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5004.degrees latitude (g = 980.6199 gals.).
 AH5004
 AH5004.The modeled gravity was interpolated from observed gravity values.
 AH5004
 AH5004;                    North         East    Units  Estimated Accuracy
 AH5004;SPC MN S     -   239,610.      644,190.      MT  (+/- 180 meters Scaled)
 AH5004
 AH5004                          SUPERSEDED SURVEY CONTROL
 AH5004
 AH5004.No superseded survey control is available for this station.
 AH5004
 AH5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK643027(NAD 83)
 AH5004
 AH5004_MARKER: DV = VERTICAL CONTROL DISK
 AH5004_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5004_STAMPING: 4201 S 1991
 AH5004_MARK LOGO: MNDT  
 AH5004_PROJECTION: FLUSH
 AH5004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5004+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5004
 AH5004  HISTORY     - Date     Condition        Report By
 AH5004  HISTORY     - 1991     MONUMENTED       MNDT
 AH5004
 AH5004                          STATION DESCRIPTION
 AH5004
 AH5004'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5004'LOCATED 4 MI (6.4 KM) WEST OF THE CITY OF BALATON, 3.9 MI (6.3 KM)
 AH5004'WEST OF JCT TH-14 AND CO RD 5, IN THE NW 1/4 OF SECTION 19, T109N,
 AH5004'R42W, 99.5 FT (30.3 M) SOUTH OF CENTERLINE TH-14 AT MP 26.05, 1.6 FT
 AH5004'(0.5 M) EAST OF STEEL WIT POST, 25.0 FT (7.6 M) EAST OF FIELD ENT,
 AH5004'51.6 FT (15.7 M) SE OF P-POLE, ON TOP OF 3/4 IN BY 25 FT (7.6 M) ROD,
 AH5004'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5006 ***********************************************************************
 AH5006  DESIGNATION -  4201 T
 AH5006  PID         -  AH5006
 AH5006  STATE/COUNTY-  MN/LYON
 AH5006  COUNTRY     -  US
 AH5006  USGS QUAD   -  CURRENT LAKE (1967)
 AH5006
 AH5006                         *CURRENT SURVEY CONTROL
 AH5006  ______________________________________________________________________
 AH5006* NAD 83(1986) POSITION- 44 14 26.     (N) 095 58 04.     (W)   SCALED    
 AH5006* NAVD 88 ORTHO HEIGHT -   499.818  (meters)    1639.82  (feet) ADJUSTED  
 AH5006  ______________________________________________________________________
 AH5006  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 AH5006  DYNAMIC HEIGHT  -        499.718 (meters)     1639.49  (feet) COMP
 AH5006  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 AH5006
 AH5006  VERT ORDER      -  SECOND    CLASS I
 AH5006
 AH5006.The horizontal coordinates were scaled from a topographic map and have
 AH5006.an estimated accuracy of +/- 6 seconds.
 AH5006.
 AH5006.The orthometric height was determined by differential leveling and
 AH5006.adjusted in May 1999.
 AH5006
 AH5006.The dynamic height is computed by dividing the NAVD 88
 AH5006.geopotential number by the normal gravity value computed on the
 AH5006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5006.degrees latitude (g = 980.6199 gals.).
 AH5006
 AH5006.The modeled gravity was interpolated from observed gravity values.
 AH5006
 AH5006;                    North         East    Units  Estimated Accuracy
 AH5006;SPC MN S     -   239,730.      642,840.      MT  (+/- 180 meters Scaled)
 AH5006
 AH5006                          SUPERSEDED SURVEY CONTROL
 AH5006
 AH5006.No superseded survey control is available for this station.
 AH5006
 AH5006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK630028(NAD 83)
 AH5006
 AH5006_MARKER: DV = VERTICAL CONTROL DISK
 AH5006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5006_STAMPING: 4201 T 1991
 AH5006_MARK LOGO: MNDT  
 AH5006_PROJECTION: FLUSH
 AH5006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5006+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5006
 AH5006  HISTORY     - Date     Condition        Report By
 AH5006  HISTORY     - 1991     MONUMENTED       MNDT
 AH5006
 AH5006                          STATION DESCRIPTION
 AH5006
 AH5006'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5006'LOCATED 4 MI (6.4 KM) EAST OF THE CITY OF FLORENCE, 4.0 MI (6.4 KM)
 AH5006'EAST OF JCT TH-14 AND TH-23, IN THE SE 1/4 OF SECTION 13, T109N, R43W,
 AH5006'99.0 FT (30.2 M) NORTH CENTERLINE TH-14 AT MP 25.2, 1.8 FT (0.5 M)
 AH5006'SOUTH OF STEEL WIT POST, 32.7 FT (10.0 M) NW OF EAST GATE POST, 0.7 FT
 AH5006'(0.2 M) EAST OF FENCE LINE, ON TOP OF 3/4 IN BY 20 FT (6.1 M) ROD,
 AH5006'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5007 ***********************************************************************
 AH5007  DESIGNATION -  4201 U
 AH5007  PID         -  AH5007
 AH5007  STATE/COUNTY-  MN/LYON
 AH5007  COUNTRY     -  US
 AH5007  USGS QUAD   -  CURRENT LAKE (1967)
 AH5007
 AH5007                         *CURRENT SURVEY CONTROL
 AH5007  ______________________________________________________________________
 AH5007* NAD 83(1986) POSITION- 44 14 20.     (N) 095 58 45.     (W)   SCALED    
 AH5007* NAVD 88 ORTHO HEIGHT -   508.947  (meters)    1669.77  (feet) ADJUSTED  
 AH5007  ______________________________________________________________________
 AH5007  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 AH5007  DYNAMIC HEIGHT  -        508.846 (meters)     1669.44  (feet) COMP
 AH5007  MODELED GRAVITY -    980,402.4   (mgal)                       NAVD 88
 AH5007
 AH5007  VERT ORDER      -  SECOND    CLASS I
 AH5007
 AH5007.The horizontal coordinates were scaled from a topographic map and have
 AH5007.an estimated accuracy of +/- 6 seconds.
 AH5007.
 AH5007.The orthometric height was determined by differential leveling and
 AH5007.adjusted in May 1999.
 AH5007
 AH5007.The dynamic height is computed by dividing the NAVD 88
 AH5007.geopotential number by the normal gravity value computed on the
 AH5007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5007.degrees latitude (g = 980.6199 gals.).
 AH5007
 AH5007.The modeled gravity was interpolated from observed gravity values.
 AH5007
 AH5007;                    North         East    Units  Estimated Accuracy
 AH5007;SPC MN S     -   239,570.      641,920.      MT  (+/- 180 meters Scaled)
 AH5007
 AH5007                          SUPERSEDED SURVEY CONTROL
 AH5007
 AH5007.No superseded survey control is available for this station.
 AH5007
 AH5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK621027(NAD 83)
 AH5007
 AH5007_MARKER: DV = VERTICAL CONTROL DISK
 AH5007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5007_STAMPING: 4201 U 1991
 AH5007_MARK LOGO: MNDT  
 AH5007_PROJECTION: FLUSH
 AH5007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5007+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5007
 AH5007  HISTORY     - Date     Condition        Report By
 AH5007  HISTORY     - 1991     MONUMENTED       MNDT
 AH5007
 AH5007                          STATION DESCRIPTION
 AH5007
 AH5007'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5007'LOCATED 3-1/2 MI EAST OF THE CITY OF FLORENCE, 3.45 MI (5.55 KM) EAST
 AH5007'OF JCT TH-14 AND TH-23, IN THE NW 1/4 OF SECTION 23, T109N, R43W,
 AH5007'300.0 FT (91.4 M) SOUTH OF CENTERLINE TH-14 AT MP 24.65, 2.0 FT (0.6
 AH5007'M) EAST OF STEEL WITNESS POST, 2.8 FT (0.9 M) ENE OF P-POLE, 31.0 FT
 AH5007'(9.4 M) EAST OF CENTER OF GRAVEL RD, ON TOP OF 3/4 IN BY 30 FT (9.1 M)
 AH5007'ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5008 ***********************************************************************
 AH5008  DESIGNATION -  4201 V
 AH5008  PID         -  AH5008
 AH5008  STATE/COUNTY-  MN/LYON
 AH5008  COUNTRY     -  US
 AH5008  USGS QUAD   -  CURRENT LAKE (1967)
 AH5008
 AH5008                         *CURRENT SURVEY CONTROL
 AH5008  ______________________________________________________________________
 AH5008* NAD 83(1986) POSITION- 44 14 23.     (N) 095 59 16.     (W)   SCALED    
 AH5008* NAVD 88 ORTHO HEIGHT -   508.548  (meters)    1668.46  (feet) ADJUSTED  
 AH5008  ______________________________________________________________________
 AH5008  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 AH5008  DYNAMIC HEIGHT  -        508.446 (meters)     1668.13  (feet) COMP
 AH5008  MODELED GRAVITY -    980,402.1   (mgal)                       NAVD 88
 AH5008
 AH5008  VERT ORDER      -  SECOND    CLASS I
 AH5008
 AH5008.The horizontal coordinates were scaled from a topographic map and have
 AH5008.an estimated accuracy of +/- 6 seconds.
 AH5008.
 AH5008.The orthometric height was determined by differential leveling and
 AH5008.adjusted in May 1999.
 AH5008
 AH5008.The dynamic height is computed by dividing the NAVD 88
 AH5008.geopotential number by the normal gravity value computed on the
 AH5008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5008.degrees latitude (g = 980.6199 gals.).
 AH5008
 AH5008.The modeled gravity was interpolated from observed gravity values.
 AH5008
 AH5008;                    North         East    Units  Estimated Accuracy
 AH5008;SPC MN S     -   239,680.      641,240.      MT  (+/- 180 meters Scaled)
 AH5008
 AH5008                          SUPERSEDED SURVEY CONTROL
 AH5008
 AH5008.No superseded survey control is available for this station.
 AH5008
 AH5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK614028(NAD 83)
 AH5008
 AH5008_MARKER: DV = VERTICAL CONTROL DISK
 AH5008_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5008_STAMPING: 4201 V 1991
 AH5008_MARK LOGO: MNDT  
 AH5008_PROJECTION: FLUSH
 AH5008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5008+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5008
 AH5008  HISTORY     - Date     Condition        Report By
 AH5008  HISTORY     - 1991     MONUMENTED       MNDT
 AH5008
 AH5008                          STATION DESCRIPTION
 AH5008
 AH5008'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5008'LOCATED 3 MI (4.8 KM) EAST OF THE CITY OF FLORENCE, 2.95 MI (4.75 KM)
 AH5008'EAST OF JCT TH-14 AND TH-23, IN THE NE 1/4 OF SECTION 23, T109N, R43W,
 AH5008'100.0 FT (30.5 M) SOUTH OF CENTERLINE TH-14, AT MP 24.15, 1.6 FT (0.5
 AH5008'M) WEST OF STEEL WIT POST, 30.2 FT (9.2 M) SOUTH OF FENCE CORNER, 1.7
 AH5008'FT (0.5 M) WEST OF FENCE, ON TOP OF 3/4 IN BY 25 FT (7.6 M) ROD, FLUSH
 AH5008'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5009 ***********************************************************************
 AH5009  DESIGNATION -  4201 W
 AH5009  PID         -  AH5009
 AH5009  STATE/COUNTY-  MN/LYON
 AH5009  COUNTRY     -  US
 AH5009  USGS QUAD   -  RUTHTON (1967)
 AH5009
 AH5009                         *CURRENT SURVEY CONTROL
 AH5009  ______________________________________________________________________
 AH5009* NAD 83(1986) POSITION- 44 14 24.     (N) 096 00 45.     (W)   SCALED    
 AH5009* NAVD 88 ORTHO HEIGHT -   502.437  (meters)    1648.41  (feet) ADJUSTED  
 AH5009  ______________________________________________________________________
 AH5009  GEOID HEIGHT    -        -26.34  (meters)                     GEOID09
 AH5009  DYNAMIC HEIGHT  -        502.335 (meters)     1648.08  (feet) COMP
 AH5009  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 AH5009
 AH5009  VERT ORDER      -  SECOND    CLASS I
 AH5009
 AH5009.The horizontal coordinates were scaled from a topographic map and have
 AH5009.an estimated accuracy of +/- 6 seconds.
 AH5009.
 AH5009.The orthometric height was determined by differential leveling and
 AH5009.adjusted in May 1999.
 AH5009
 AH5009.The dynamic height is computed by dividing the NAVD 88
 AH5009.geopotential number by the normal gravity value computed on the
 AH5009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5009.degrees latitude (g = 980.6199 gals.).
 AH5009
 AH5009.The modeled gravity was interpolated from observed gravity values.
 AH5009
 AH5009;                    North         East    Units  Estimated Accuracy
 AH5009;SPC MN S     -   239,760.      639,260.      MT  (+/- 180 meters Scaled)
 AH5009
 AH5009                          SUPERSEDED SURVEY CONTROL
 AH5009
 AH5009.No superseded survey control is available for this station.
 AH5009
 AH5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ385028(NAD 83)
 AH5009
 AH5009_MARKER: DV = VERTICAL CONTROL DISK
 AH5009_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5009_STAMPING: 4201 W 1991
 AH5009_MARK LOGO: MNDT  
 AH5009_PROJECTION: FLUSH
 AH5009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5009+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5009
 AH5009  HISTORY     - Date     Condition        Report By
 AH5009  HISTORY     - 1991     MONUMENTED       MNDT
 AH5009
 AH5009                          STATION DESCRIPTION
 AH5009
 AH5009'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5009'LOCATED 1-3/4 MI EAST OF THE CITY OF FLORENCE, 1.75 MI (2.82 KM) EAST
 AH5009'OF JCT TH-14 AND TH-23, IN THE SW 1/4 OF SECTION 15, T109N, R43W,
 AH5009'109.0 FT (33.2 M) NORTH AND 3 FT (0.9 M) HIGHER THAN CENTERLINE TH-14
 AH5009'AT MP 22.95, 3.0 FT (0.9 M) SSE OF STEEL WIT POST, 7.0 FT (2.1 M) WEST
 AH5009'OF FIELD ENT, 3.6 FT (1.1 M) SOUTH OF FENCE LINE, ON TOP OF 3/4 IN BY
 AH5009'25 FT (7.6 M) ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5010 ***********************************************************************
 AH5010  DESIGNATION -  4201 X
 AH5010  PID         -  AH5010
 AH5010  STATE/COUNTY-  MN/LYON
 AH5010  COUNTRY     -  US
 AH5010  USGS QUAD   -  RUTHTON (1967)
 AH5010
 AH5010                         *CURRENT SURVEY CONTROL
 AH5010  ______________________________________________________________________
 AH5010* NAD 83(1986) POSITION- 44 14 25.     (N) 096 01 32.     (W)   SCALED    
 AH5010* NAVD 88 ORTHO HEIGHT -   505.735  (meters)    1659.23  (feet) ADJUSTED  
 AH5010  ______________________________________________________________________
 AH5010  GEOID HEIGHT    -        -26.32  (meters)                     GEOID09
 AH5010  DYNAMIC HEIGHT  -        505.633 (meters)     1658.90  (feet) COMP
 AH5010  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 AH5010
 AH5010  VERT ORDER      -  SECOND    CLASS I
 AH5010
 AH5010.The horizontal coordinates were scaled from a topographic map and have
 AH5010.an estimated accuracy of +/- 6 seconds.
 AH5010.
 AH5010.The orthometric height was determined by differential leveling and
 AH5010.adjusted in May 1999.
 AH5010
 AH5010.The dynamic height is computed by dividing the NAVD 88
 AH5010.geopotential number by the normal gravity value computed on the
 AH5010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5010.degrees latitude (g = 980.6199 gals.).
 AH5010
 AH5010.The modeled gravity was interpolated from observed gravity values.
 AH5010
 AH5010;                    North         East    Units  Estimated Accuracy
 AH5010;SPC MN S     -   239,810.      638,220.      MT  (+/- 180 meters Scaled)
 AH5010
 AH5010                          SUPERSEDED SURVEY CONTROL
 AH5010
 AH5010.No superseded survey control is available for this station.
 AH5010
 AH5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ375028(NAD 83)
 AH5010
 AH5010_MARKER: DV = VERTICAL CONTROL DISK
 AH5010_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5010_STAMPING: 4201 X 1991
 AH5010_MARK LOGO: MNDT  
 AH5010_PROJECTION: FLUSH
 AH5010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5010+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AH5010
 AH5010  HISTORY     - Date     Condition        Report By
 AH5010  HISTORY     - 1991     MONUMENTED       MNDT
 AH5010
 AH5010                          STATION DESCRIPTION
 AH5010
 AH5010'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5010'LOCATED 1-1/2 MI EAST OF THE CITY OF FLORENCE, 1.1 MI (1.8 KM) EAST OF
 AH5010'JCT TH-14 AND TH-23, IN THE SE 1/4 OF SECTION 16, T109N, R43W, 93.0 FT
 AH5010'(28.3 M) NORTH AND 4 FT (1.2 M) LOWER THAN CENTERLINE TH-14 AT MP
 AH5010'22.3, 2.5 FT (0.8 M) NW OF STEEL WIT POST, 18.0 FT (5.5 M) EAST OF
 AH5010'FARM ENT, 1.7 FT (0.5 M) WEST OF P-POLE, ON TOP OF 3/4 IN BY 30 FT
 AH5010'(9.1 M) ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH5011 ***********************************************************************
 AH5011  DESIGNATION -  4201 Y
 AH5011  PID         -  AH5011
 AH5011  STATE/COUNTY-  MN/LYON
 AH5011  COUNTRY     -  US
 AH5011  USGS QUAD   -  RUTHTON (1967)
 AH5011
 AH5011                         *CURRENT SURVEY CONTROL
 AH5011  ______________________________________________________________________
 AH5011* NAD 83(1986) POSITION- 44 14 21.     (N) 096 02 18.     (W)   HD_HELD2  
 AH5011* NAVD 88 ORTHO HEIGHT -   524.130  (meters)    1719.58  (feet) ADJUSTED  
 AH5011  ______________________________________________________________________
 AH5011  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 AH5011  DYNAMIC HEIGHT  -        524.024 (meters)     1719.24  (feet) COMP
 AH5011  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 AH5011
 AH5011  VERT ORDER      -  SECOND    CLASS I
 AH5011
 AH5011.The horizontal coordinates were established by autonomous hand held GPS
 AH5011.observations and have an estimated accuracy of +/- 10 meters.
 AH5011.
 AH5011.The orthometric height was determined by differential leveling and
 AH5011.adjusted in May 1999.
 AH5011
 AH5011.The dynamic height is computed by dividing the NAVD 88
 AH5011.geopotential number by the normal gravity value computed on the
 AH5011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5011.degrees latitude (g = 980.6199 gals.).
 AH5011
 AH5011.The modeled gravity was interpolated from observed gravity values.
 AH5011
 AH5011;                    North         East    Units  Estimated Accuracy
 AH5011;SPC MN S     -   239,715.      637,199.      MT  (+/- 10 meters HH2 GPS)
 AH5011
 AH5011                          SUPERSEDED SURVEY CONTROL
 AH5011
 AH5011.No superseded survey control is available for this station.
 AH5011
 AH5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ364027(NAD 83)
 AH5011
 AH5011_MARKER: DV = VERTICAL CONTROL DISK
 AH5011_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH5011_STAMPING: 4201 Y 1991
 AH5011_MARK LOGO: MNDT  
 AH5011_PROJECTION: FLUSH
 AH5011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH5011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5011+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1999
 AH5011
 AH5011  HISTORY     - Date     Condition        Report By
 AH5011  HISTORY     - 1991     MONUMENTED       MNDT
 AH5011  HISTORY     - 19990222 GOOD             MNDT
 AH5011
 AH5011                          STATION DESCRIPTION
 AH5011
 AH5011'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AH5011'LOCATED 1/2 MI EAST OF THE CITY OF FLORENCE, 0.45 MI (0.72 KM) EAST OF
 AH5011'JCT OF TH-14 AND TH-23, IN THE NW 1/4 OF SECTION 21, T109N, R43W,
 AH5011'199.5 FT (60.8 M) SOUTH OF CENTERLINE TH-14 AT MP 21.65, 1.5 FT (0.5
 AH5011'M) WEST OF STEEL WIT POST, 31.5 FT (9.6 M) EAST AND LEVEL WITH CENTER
 AH5011'CO RD 53, 1.2 FT (0.4 M) NORTH OF FENCE CORNER, ON TOP OF 3/4 IN BY 16
 AH5011'FT (4.9 M) ROD, FLUSH WITH THE GROUND.
 AH5011
 AH5011                          STATION RECOVERY (1999)
 AH5011
 AH5011'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AH5011'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1355 ***********************************************************************
 PQ1355  DESIGNATION -  4202 B
 PQ1355  PID         -  PQ1355
 PQ1355  STATE/COUNTY-  MN/LYON
 PQ1355  COUNTRY     -  US
 PQ1355  USGS QUAD   -  BALATON (1967)
 PQ1355
 PQ1355                         *CURRENT SURVEY CONTROL
 PQ1355  ______________________________________________________________________
 PQ1355* NAD 83(2007) POSITION- 44 14 22.37843(N) 095 45 10.44989(W)   ADJUSTED  
 PQ1355* NAD 83(2007) ELLIP HT-   435.630 (meters)        (02/10/07)   ADJUSTED
 PQ1355* NAD 83(2007) EPOCH   -  2002.00
 PQ1355* NAVD 88 ORTHO HEIGHT -   462.350  (meters)    1516.89  (feet) ADJUSTED  
 PQ1355  ______________________________________________________________________
 PQ1355  NAD 83(2007) X  -   -458,817.379 (meters)                     COMP
 PQ1355  NAD 83(2007) Y  - -4,554,204.816 (meters)                     COMP
 PQ1355  NAD 83(2007) Z  -  4,427,503.816 (meters)                     COMP
 PQ1355  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC09
 PQ1355  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 PQ1355  DYNAMIC HEIGHT  -        462.261 (meters)     1516.60  (feet) COMP
 PQ1355  MODELED GRAVITY -    980,412.7   (mgal)                       NAVD 88
 PQ1355
 PQ1355  VERT ORDER      -  SECOND    CLASS I
 PQ1355
 PQ1355  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1355  Type                                         Horiz  Ellip  Dist(km)
 PQ1355  -------------------------------------------------------------------
 PQ1355  NETWORK                                       0.57   0.71
 PQ1355  -------------------------------------------------------------------
 PQ1355  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.62   0.85      3.51
 PQ1355  -------------------------------------------------------------------
 PQ1355  NOTE: Click here for information on individual local accuracy
 PQ1355  values and other accuracy information.
 PQ1355
 PQ1355
 PQ1355.The horizontal coordinates were established by GPS observations
 PQ1355.and adjusted by the National Geodetic Survey in February 2007.
 PQ1355
 PQ1355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1355.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1355
 PQ1355.The horizontal coordinates are valid at the epoch date displayed above
 PQ1355.which is a decimal equivalence of Year/Month/Day.
 PQ1355
 PQ1355.The orthometric height was determined by differential leveling and
 PQ1355.adjusted in June 1995.
 PQ1355
 PQ1355.Photographs are available for this station.
 PQ1355
 PQ1355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1355
 PQ1355.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1355
 PQ1355.The ellipsoidal height was determined by GPS observations
 PQ1355.and is referenced to NAD 83.
 PQ1355
 PQ1355.The dynamic height is computed by dividing the NAVD 88
 PQ1355.geopotential number by the normal gravity value computed on the
 PQ1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1355.degrees latitude (g = 980.6199 gals.).
 PQ1355
 PQ1355.The modeled gravity was interpolated from observed gravity values.
 PQ1355
 PQ1355. The following values were computed from the NAD 83(2007) position.
 PQ1355
 PQ1355;                    North         East     Units Scale Factor Converg.
 PQ1355;SPC MN S     -   239,229.222   659,993.441   MT  0.99993244   -1 13 43.2
 PQ1355;SPC MN S     -   784,871.21  2,165,328.48   sFT  0.99993244   -1 13 43.2
 PQ1355;UTM  15      - 4,902,165.405   280,176.064   MT  1.00019433   -1 55 16.9
 PQ1355
 PQ1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1355!SPC MN S     -   0.99993170  x   0.99993244  =   0.99986414
 PQ1355!UTM  15      -   0.99993170  x   1.00019433  =   1.00012601
 PQ1355
 PQ1355                          SUPERSEDED SURVEY CONTROL
 PQ1355
 PQ1355  NAD 83(1996)-  44 14 22.37789(N)    095 45 10.44923(W) AD(       ) 1
 PQ1355  ELLIP H (05/15/02)  435.677  (m)                       GP(       ) 3 1
 PQ1355  NAVD 88 (05/15/02)  462.35   (m)         1516.9    (f) LEVELING    3  
 PQ1355
 PQ1355.Superseded values are not recommended for survey control.
 PQ1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1355.See file dsdata.txt to determine how the superseded data were derived.
 PQ1355
 PQ1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8017602165(NAD 83)
 PQ1355
 PQ1355_MARKER: DV = VERTICAL CONTROL DISK
 PQ1355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1355_SP_SET: ALUMINUM ALLOY ROD
 PQ1355_STAMPING: 4202 B 1987
 PQ1355_MARK LOGO: MNDT  
 PQ1355_PROJECTION: FLUSH
 PQ1355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1355+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 PQ1355_ROD/PIPE-DEPTH:  7.6 meters
 PQ1355
 PQ1355  HISTORY     - Date     Condition        Report By
 PQ1355  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1355  HISTORY     - 19980328 GOOD             MNDT
 PQ1355  HISTORY     - 19990401 GOOD             MNDT
 PQ1355  HISTORY     - 20060801 GOOD             MNDT
 PQ1355
 PQ1355                          STATION DESCRIPTION
 PQ1355
 PQ1355'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1355'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1355'IN THE NW 1/4 OF SECTION 23, T109N, R41W, IN THE SOUTHEAST QUADRANT
 PQ1355'OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 14.  THE
 PQ1355'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1355'STAMPED---4202 B 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1355'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1355'OF THE GROUND AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY
 PQ1355'14.  THE MARK IS 500 FT (152.4 M) EAST OF THE CENTERLINE OF TRUNK
 PQ1355'HIGHWAY 59, 50.0 FT (15.2 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1355'14 AT MILEPOINT 35.9, 8.2 FT (2.5 M) WEST OF A POWER POLE WITH
 PQ1355'TRANSFORMERS, AND 1.3 FT (0.4 M) EAST OF A STEEL WITNESS POST.  A
 PQ1355'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1355
 PQ1355                          STATION RECOVERY (1998)
 PQ1355
 PQ1355'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ1355'RECOVERED 3 FT (0.9 M) WEST OF WITNESS POST, OTHER TIES OK.
 PQ1355
 PQ1355                          STATION RECOVERY (1999)
 PQ1355
 PQ1355'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1355'THE MARK WAS RECOVERED AS DESCRIBED.
 PQ1355
 PQ1355                          STATION RECOVERY (2006)
 PQ1355
 PQ1355'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1355'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST OF TRACY, 6.0 MI
 PQ1355'(9.7 KM) SOUTH-SOUTHWEST OF AMIRET AND 5.9 MI (9.5 KM) EAST OF BALATON
 PQ1355'AT THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 59 AT TRUNK
 PQ1355'HIGHWAY 14 MILE POINT 35.9, 500 FT (152.4 M) EAST OF TRUNK HIGHWAY 59,
 PQ1355'50 FT (15.2 M) SOUTH OF TRUNK HIGHWAY 14, 8.2 FT (2.5 M) WEST OF POWER
 PQ1355'POLE WITH TRANSFORMERS, 3.0 FT (0.9 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0460 ***********************************************************************
 PQ0460  DESIGNATION -  4203 AB
 PQ0460  PID         -  PQ0460
 PQ0460  STATE/COUNTY-  MN/LYON
 PQ0460  COUNTRY     -  US
 PQ0460  USGS QUAD   -  COTTONWOOD (1962)
 PQ0460
 PQ0460                         *CURRENT SURVEY CONTROL
 PQ0460  ______________________________________________________________________
 PQ0460* NAD 83(1986) POSITION- 44 36 49.9    (N) 095 40 06.0    (W)   HD_HELD2  
 PQ0460* NAVD 88 ORTHO HEIGHT -   325.266  (meters)    1067.14  (feet) ADJUSTED  
 PQ0460  ______________________________________________________________________
 PQ0460  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PQ0460  DYNAMIC HEIGHT  -        325.222 (meters)     1067.00  (feet) COMP
 PQ0460  MODELED GRAVITY -    980,472.0   (mgal)                       NAVD 88
 PQ0460
 PQ0460  VERT ORDER      -  SECOND    CLASS 0
 PQ0460
 PQ0460.The horizontal coordinates were established by autonomous hand held GPS
 PQ0460.observations and have an estimated accuracy of +/- 10 meters.
 PQ0460.
 PQ0460.The orthometric height was determined by differential leveling and
 PQ0460.adjusted in June 1991.
 PQ0460
 PQ0460.Photographs are available for this station.
 PQ0460
 PQ0460.The dynamic height is computed by dividing the NAVD 88
 PQ0460.geopotential number by the normal gravity value computed on the
 PQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0460.degrees latitude (g = 980.6199 gals.).
 PQ0460
 PQ0460.The modeled gravity was interpolated from observed gravity values.
 PQ0460
 PQ0460;                    North         East    Units  Estimated Accuracy
 PQ0460;SPC MN S     -   280,670.      667,596.      MT  (+/- 10 meters HH2 GPS)
 PQ0460
 PQ0460                          SUPERSEDED SURVEY CONTROL
 PQ0460
 PQ0460  NGVD 29 (??/??/92)  325.083  (m)         1066.54   (f) ADJ UNCH    2 0
 PQ0460
 PQ0460.Superseded values are not recommended for survey control.
 PQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0460.See file dsdata.txt to determine how the superseded data were derived.
 PQ0460
 PQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8828543520(NAD 83)
 PQ0460
 PQ0460_MARKER: DB = BENCH MARK DISK
 PQ0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0460_SP_SET: CONCRETE BLOCK
 PQ0460_STAMPING: 4203 AB 1971
 PQ0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0460
 PQ0460  HISTORY     - Date     Condition        Report By
 PQ0460  HISTORY     - 1971     MONUMENTED       MNDT
 PQ0460
 PQ0460                          STATION DESCRIPTION
 PQ0460
 PQ0460'DESCRIBED BY MN DEPT OF TRANSP 1971
 PQ0460'IN COTTONWOOD.
 PQ0460'MARK IS LOCATED AT COTTONWOOD, 0.6 MILES NORTHEAST ALONG T.H. 23 FROM
 PQ0460'THE JUNCTION OF T.H. 23 AND COUNTY ROAD 9 (FIRST STREET), AT A
 PQ0460'ROADSIDE PARK (C.W. REISHUS MEMORIAL PARK) 145 FEET WEST OF THE T.H.
 PQ0460'23 CENTERLINE, 150 FEET NORTH OF A 15 BY 20 FOOT CONCRETE BLOCK
 PQ0460'BUILDING (REST ROOMS), 3 FEET EAST-SOUTHEAST OF A FLAG POLE, IN THE
 PQ0460'SOUTHWEST CORNER OF THE CONCRETE BASE OF A 2 BY 2-1/2 FOOT BY 2-1/2
 PQ0460'FOOT HIGH CONCRETE MEMORIAL.  NE 1/4 SECTION 9, T 113N, R 40W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0456 ***********************************************************************
 PQ0456  DESIGNATION -  4203 AD
 PQ0456  PID         -  PQ0456
 PQ0456  STATE/COUNTY-  MN/LYON
 PQ0456  COUNTRY     -  US
 PQ0456  USGS QUAD   -  COTTONWOOD (1962)
 PQ0456
 PQ0456                         *CURRENT SURVEY CONTROL
 PQ0456  ______________________________________________________________________
 PQ0456* NAD 83(1986) POSITION- 44 36 29.     (N) 095 40 25.     (W)   SCALED    
 PQ0456* NAVD 88 ORTHO HEIGHT -   328.714  (meters)    1078.46  (feet) ADJUSTED  
 PQ0456  ______________________________________________________________________
 PQ0456  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PQ0456  DYNAMIC HEIGHT  -        328.669 (meters)     1078.31  (feet) COMP
 PQ0456  MODELED GRAVITY -    980,470.8   (mgal)                       NAVD 88
 PQ0456
 PQ0456  VERT ORDER      -  FIRST     CLASS II
 PQ0456
 PQ0456.The horizontal coordinates were scaled from a topographic map and have
 PQ0456.an estimated accuracy of +/- 6 seconds.
 PQ0456.
 PQ0456.The orthometric height was determined by differential leveling and
 PQ0456.adjusted in June 1991.
 PQ0456
 PQ0456.WARNING-Repeat measurements at this control monument indicate possible
 PQ0456.vertical movement.
 PQ0456
 PQ0456.Photographs are available for this station.
 PQ0456
 PQ0456.The dynamic height is computed by dividing the NAVD 88
 PQ0456.geopotential number by the normal gravity value computed on the
 PQ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0456.degrees latitude (g = 980.6199 gals.).
 PQ0456
 PQ0456.The modeled gravity was interpolated from observed gravity values.
 PQ0456
 PQ0456;                    North         East    Units  Estimated Accuracy
 PQ0456;SPC MN S     -   280,030.      667,160.      MT  (+/- 180 meters Scaled)
 PQ0456
 PQ0456                          SUPERSEDED SURVEY CONTROL
 PQ0456
 PQ0456  NGVD 29 (??/??/92)  328.525  (m)         1077.84   (f) ADJ UNCH    1 2
 PQ0456
 PQ0456.Superseded values are not recommended for survey control.
 PQ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0456.See file dsdata.txt to determine how the superseded data were derived.
 PQ0456
 PQ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK878428(NAD 83)
 PQ0456
 PQ0456_MARKER: DB = BENCH MARK DISK
 PQ0456_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0456_SP_SET: FOOTING
 PQ0456_STAMPING: 4203 AD 1971
 PQ0456_MARK LOGO: MNHD  
 PQ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0456+STABILITY: SURFACE MOTION
 PQ0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0456+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1990
 PQ0456
 PQ0456  HISTORY     - Date     Condition        Report By
 PQ0456  HISTORY     - 1971     MONUMENTED       MNHD
 PQ0456  HISTORY     - 19900811 GOOD             NGS
 PQ0456
 PQ0456                          STATION DESCRIPTION
 PQ0456
 PQ0456'DESCRIBED BY MN HIGHWAY DEPT 1971
 PQ0456'IN COTTONWOOD.
 PQ0456'MARK IS LOCATED IN COTTONWOOD 58 FEET NORTHWEST OF THE CENTERLINE OF
 PQ0456'T.H. 23 (OPPOSITE THE GRAIN ELEVATORS), 34 FEET SOUTH OF THE SOUTHEAST
 PQ0456'CORNER OF A ONE-STORY CONCRETE BLOCK BUILDING (CONTINENTAL TELEPHONE
 PQ0456'COMPANY) IN THE NORTHEAST CORNER OF THE CONCRETE BASE OF THE NORTHEAST
 PQ0456'LEG OF COTTONWOOD WATER TANK, 6 INCHES ABOVE THE GROUND. SE 1/4
 PQ0456'SECTION 9, T 113N, R 40W.
 PQ0456
 PQ0456                          STATION RECOVERY (1990)
 PQ0456
 PQ0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PQ0456'IN COTTONWOOD, AT THE INTERSECTION OF BARSTAD ROAD (COUNTY ROAD 32)
 PQ0456'AND WEST FIRST STREET, IN THE EAST CORNER OF THE CONCRETE FOOTING OF
 PQ0456'THE NORTHEAST LEG OF THE CITY WATER TANK, 41.9 M (137.5 FT) EAST OF
 PQ0456'THE STREET CENTERLINE, AND 18.8 M (61.7 FT) NORTHWEST OF AND LEVEL
 PQ0456'WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0455 ***********************************************************************
 PQ0455  DESIGNATION -  4203 AE
 PQ0455  PID         -  PQ0455
 PQ0455  STATE/COUNTY-  MN/LYON
 PQ0455  COUNTRY     -  US
 PQ0455  USGS QUAD   -  COTTONWOOD (1962)
 PQ0455
 PQ0455                         *CURRENT SURVEY CONTROL
 PQ0455  ______________________________________________________________________
 PQ0455* NAD 83(2007) POSITION- 44 36 23.62202(N) 095 40 32.07037(W)   ADJUSTED  
 PQ0455* NAD 83(2007) ELLIP HT-   299.864 (meters)        (09/09/09)   ADJUSTED
 PQ0455* NAD 83(2007) EPOCH   -  2002.00
 PQ0455* NAVD 88 ORTHO HEIGHT -   326.882  (meters)    1072.45  (feet) ADJUSTED  
 PQ0455  ______________________________________________________________________
 PQ0455  NAD 83(2007) X  -   -449,837.709 (meters)                     COMP
 PQ0455  NAD 83(2007) Y  - -4,526,315.962 (meters)                     COMP
 PQ0455  NAD 83(2007) Z  -  4,456,536.967 (meters)                     COMP
 PQ0455  LAPLACE CORR    -         -2.78  (seconds)                    DEFLEC09
 PQ0455  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PQ0455  DYNAMIC HEIGHT  -        326.837 (meters)     1072.30  (feet) COMP
 PQ0455  MODELED GRAVITY -    980,470.1   (mgal)                       NAVD 88
 PQ0455
 PQ0455  HORZ ORDER      -  FIRST
 PQ0455  VERT ORDER      -  FIRST     CLASS II
 PQ0455  ELLP ORDER      -  SECOND    CLASS I
 PQ0455
 PQ0455.The horizontal coordinates were established by GPS observations
 PQ0455.and adjusted by the MN DEPT OF TRANSP in September 2009.
 PQ0455
 PQ0455.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0455.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0455
 PQ0455.The horizontal coordinates are valid at the epoch date displayed above
 PQ0455.which is a decimal equivalence of Year/Month/Day.
 PQ0455
 PQ0455.The orthometric height was determined by differential leveling and
 PQ0455.adjusted in June 1991.
 PQ0455
 PQ0455.WARNING-Repeat measurements at this control monument indicate possible
 PQ0455.vertical movement.
 PQ0455
 PQ0455.Photographs are available for this station.
 PQ0455
 PQ0455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0455
 PQ0455.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0455
 PQ0455.The ellipsoidal height was determined by GPS observations
 PQ0455.and is referenced to NAD 83.
 PQ0455
 PQ0455.The dynamic height is computed by dividing the NAVD 88
 PQ0455.geopotential number by the normal gravity value computed on the
 PQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0455.degrees latitude (g = 980.6199 gals.).
 PQ0455
 PQ0455.The modeled gravity was interpolated from observed gravity values.
 PQ0455
 PQ0455. The following values were computed from the NAD 83(2007) position.
 PQ0455
 PQ0455;                    North         East     Units Scale Factor Converg.
 PQ0455;SPC MN S     -   279,870.630   667,004.658   MT  0.99992372   -1 10 28.0
 PQ0455;SPC MN S     -   918,208.89  2,188,331.12   sFT  0.99992372   -1 10 28.0
 PQ0455;UTM  15      - 4,942,728.380   287,684.423   MT  1.00015437   -1 52 46.5
 PQ0455
 PQ0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0455!SPC MN S     -   0.99995299  x   0.99992372  =   0.99987671
 PQ0455!UTM  15      -   0.99995299  x   1.00015437  =   1.00010735
 PQ0455
 PQ0455:                Primary Azimuth Mark                     Grid Az
 PQ0455:SPC MN S     -  4203 AW                                  120 40 49.6
 PQ0455:UTM  15      -  4203 AW                                  121 23 08.1
 PQ0455
 PQ0455|---------------------------------------------------------------------|
 PQ0455| PID    Reference Object                     Distance      Geod. Az  |
 PQ0455|                                                           dddmmss.s |
 PQ0455| DL4472 4203 AW                             APPROX. 0.9 KM 1193021.6 |
 PQ0455|---------------------------------------------------------------------|
 PQ0455
 PQ0455                          SUPERSEDED SURVEY CONTROL
 PQ0455
 PQ0455  NAVD 88 (09/09/09)  326.88   (m)         1072.4    (f) LEVELING    3  
 PQ0455  NGVD 29 (??/??/92)  326.682  (m)         1071.79   (f) ADJ UNCH    1 2
 PQ0455
 PQ0455.Superseded values are not recommended for survey control.
 PQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0455.See file dsdata.txt to determine how the superseded data were derived.
 PQ0455
 PQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8768442728(NAD 83)
 PQ0455
 PQ0455_MARKER: DB = BENCH MARK DISK
 PQ0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PQ0455_SP_SET: CONCRETE FOOTING
 PQ0455_STAMPING: 4203 AE 1971
 PQ0455_MARK LOGO: MNHD  
 PQ0455_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0455+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ0455
 PQ0455  HISTORY     - Date     Condition        Report By
 PQ0455  HISTORY     - 1971     MONUMENTED       MNHD
 PQ0455  HISTORY     - 19900811 GOOD             NGS
 PQ0455  HISTORY     - 20080624 GOOD             MNDT
 PQ0455
 PQ0455                          STATION DESCRIPTION
 PQ0455
 PQ0455'DESCRIBED BY MN HIGHWAY DEPT 1971
 PQ0455'0.15 MI SW FROM COTTONWOOD.
 PQ0455'MARK IS LOCATED 0.15 MILES SOUTHWEST ALONG T.H. 23 FROM THE JUNCTION
 PQ0455'OF T.H. 23 AND COUNTY ROAD 9 (FIRST STREET) IN COTTONWOOD, THENCE,
 PQ0455'ABOUT 250 FEET WEST ACROSS AN OPEN FIELD TO THE SOUTHEAST CORNER OF AN
 PQ0455'ATHLETIC FIELD, 7 FEET SOUTH OF THE FENCE AROUND THE PLAYING FIELD, IN
 PQ0455'THE CONCRETE BASE OF THE SOUTHEAST LEG OF A FLOOD LIGHT TOWER ABOUT 4
 PQ0455'INCHES ABOVE GROUND.  SE 1/4 SECTION 9, T 113N, R 40W.
 PQ0455
 PQ0455                          STATION RECOVERY (1990)
 PQ0455
 PQ0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PQ0455'0.15 KM (0.09 MI) SOUTHWESTERLY ALONG COUNTY ROAD 32 FROM THE
 PQ0455'INTERSECTION OF COUNTY ROAD 9 IN COTTONWOOD, IN THE SOUTHEAST CORNER
 PQ0455'OF THE CONCRETE FOOTING OF THE SOUTHEAST LEG OF THE MOST
 PQ0455'SOUTHEASTERLY OF 8 STEEL TOWERS OF AN ATHLETIC FIELD, 72.0 M (236.2
 PQ0455'FT) NORTHWEST OF THE ROAD CENTERLINE, AND 2.9 M (9.5 FT) SOUTH OF A
 PQ0455'FENCE SURROUNDING THE FIELD.
 PQ0455
 PQ0455                          STATION RECOVERY (2008)
 PQ0455
 PQ0455'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ0455'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ0455'THE MARK IS IN COTTONWOOD, 0.1 MILE SOUTHWEST ON COUNTY ROAD
 PQ0455'32(BARSTAD ROAD) FROM THE JUNCTION WITH WEST 1ST STREET, IN SOUTHEAST
 PQ0455'CORNER OF ATHLETIC FIELD, IN SOUTHEAST CORNER OF SOUTHEAST CONCRETE
 PQ0455'FOOTING OF 4, 236.2 FEET NORTHWEST OF COUNTY ROAD 32.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1213 ***********************************************************************
 PQ1213  DESIGNATION -  4203 AJ
 PQ1213  PID         -  PQ1213
 PQ1213  STATE/COUNTY-  MN/LYON
 PQ1213  COUNTRY     -  US
 PQ1213  USGS QUAD   -  MARSHALL (1994)
 PQ1213
 PQ1213                         *CURRENT SURVEY CONTROL
 PQ1213  ______________________________________________________________________
 PQ1213* NAD 83(1986) POSITION- 44 27 38.8    (N) 095 45 23.3    (W)   HD_HELD2  
 PQ1213* NAVD 88 ORTHO HEIGHT -   347.937  (meters)    1141.52  (feet) ADJUSTED  
 PQ1213  ______________________________________________________________________
 PQ1213  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 PQ1213  DYNAMIC HEIGHT  -        347.879 (meters)     1141.33  (feet) COMP
 PQ1213  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 PQ1213
 PQ1213  VERT ORDER      -  FIRST     CLASS II
 PQ1213
 PQ1213.The horizontal coordinates were established by autonomous hand held GPS
 PQ1213.observations and have an estimated accuracy of +/- 10 meters.
 PQ1213.
 PQ1213.The orthometric height was determined by differential leveling and
 PQ1213.adjusted in June 1991.
 PQ1213
 PQ1213.Photographs are available for this station.
 PQ1213
 PQ1213.The dynamic height is computed by dividing the NAVD 88
 PQ1213.geopotential number by the normal gravity value computed on the
 PQ1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1213.degrees latitude (g = 980.6199 gals.).
 PQ1213
 PQ1213.The modeled gravity was interpolated from observed gravity values.
 PQ1213
 PQ1213;                    North         East    Units  Estimated Accuracy
 PQ1213;SPC MN S     -   263,811.      660,237.      MT  (+/- 10 meters HH2 GPS)
 PQ1213
 PQ1213                          SUPERSEDED SURVEY CONTROL
 PQ1213
 PQ1213.No superseded survey control is available for this station.
 PQ1213
 PQ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8071826748(NAD 83)
 PQ1213
 PQ1213_MARKER: DV = VERTICAL CONTROL DISK
 PQ1213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1213_SP_SET: ALUMINUM ALLOY ROD
 PQ1213_STAMPING: 4203 AJ 1987
 PQ1213_MARK LOGO: MNDT  
 PQ1213_PROJECTION: FLUSH
 PQ1213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1213+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 PQ1213_ROD/PIPE-DEPTH: 10.5 meters
 PQ1213
 PQ1213  HISTORY     - Date     Condition        Report By
 PQ1213  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1213  HISTORY     - 19900810 GOOD             NGS
 PQ1213  HISTORY     - 19981102 GOOD             MNDT
 PQ1213  HISTORY     - 20060802 GOOD             MNDT
 PQ1213
 PQ1213                          STATION DESCRIPTION
 PQ1213
 PQ1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1213'1.1 KM (0.7 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1213'STATE HIGHWAY 19 IN MARSHALL, 35.0 M (114.8 FT) WEST OF AND LEVEL
 PQ1213'WITH THE HIGHWAY CENTERLINE, 12.8 M (42.0 FT) EAST OF A FENCE
 PQ1213'SURROUNDING A FOOTBALL FIELD, 1.4 M (4.6 FT) WEST OF THE NORTHEAST
 PQ1213'CORNER OF A FENCE AROUND A SET OF BLEACHERS, AND 0.6 M (2.0 FT) NORTH
 PQ1213'OF A FENCE.  NOTE--THE ROD IS ENCASED IN A 5-INCH PVC PIPE THAT IS
 PQ1213'FLUSH WITH THE GROUND SURFACE.
 PQ1213
 PQ1213                          STATION RECOVERY (1998)
 PQ1213
 PQ1213'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ1213'RECOVERED AS DESCRIBED.
 PQ1213
 PQ1213                          STATION RECOVERY (2006)
 PQ1213
 PQ1213'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 PQ1213'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) SOUTH OF GREEN VALLEY,
 PQ1213'6.5 KM (4.0 MI) NORTHWEST OF DUDLEY AND 2.9 KM (1.8 MI) EAST-NORTHEAST
 PQ1213'OF MARSHALL.
 PQ1213' 
 PQ1213'THE MARK IS 0.65 MI (1.0 KM) NORTH ON TRUNK HIGHWAY 23 FROM THE
 PQ1213'JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 19 AT MARSHALL, AT
 PQ1213'TRUNK HIGHWAY 23 MILE POINT 75.8, 114.8 FT (35.0 M) WEST OF TRUNK
 PQ1213'HIGHWAY 23, 42.0 FT (12.8 M) EAST OF A FENCE AROUND FOOTBALL FIELD AND
 PQ1213'TRACK, 4.6 FT (1.4 M) WEST-NORTHWEST OF THE NORTHEAST CORNER OF A
 PQ1213'FENCE, 2.0 FT (0.6 M) NORTH OF A FENCE, 1.80 FT (0.5 M) NORTH OF A
 PQ1213'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1214 ***********************************************************************
 PQ1214  DESIGNATION -  4203 AK
 PQ1214  PID         -  PQ1214
 PQ1214  STATE/COUNTY-  MN/LYON
 PQ1214  COUNTRY     -  US
 PQ1214  USGS QUAD   -  MARSHALL (1994)
 PQ1214
 PQ1214                         *CURRENT SURVEY CONTROL
 PQ1214  ______________________________________________________________________
 PQ1214* NAD 83(1986) POSITION- 44 28 32.     (N) 095 45 21.     (W)   SCALED    
 PQ1214* NAVD 88 ORTHO HEIGHT -   345.380  (meters)    1133.13  (feet) ADJUSTED  
 PQ1214  ______________________________________________________________________
 PQ1214  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 PQ1214  DYNAMIC HEIGHT  -        345.323 (meters)     1132.95  (feet) COMP
 PQ1214  MODELED GRAVITY -    980,444.2   (mgal)                       NAVD 88
 PQ1214
 PQ1214  VERT ORDER      -  FIRST     CLASS II
 PQ1214
 PQ1214.The horizontal coordinates were scaled from a topographic map and have
 PQ1214.an estimated accuracy of +/- 6 seconds.
 PQ1214.
 PQ1214.The orthometric height was determined by differential leveling and
 PQ1214.adjusted in June 1991.
 PQ1214
 PQ1214.The dynamic height is computed by dividing the NAVD 88
 PQ1214.geopotential number by the normal gravity value computed on the
 PQ1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1214.degrees latitude (g = 980.6199 gals.).
 PQ1214
 PQ1214.The modeled gravity was interpolated from observed gravity values.
 PQ1214
 PQ1214;                    North         East    Units  Estimated Accuracy
 PQ1214;SPC MN S     -   265,450.      660,320.      MT  (+/- 180 meters Scaled)
 PQ1214
 PQ1214                          SUPERSEDED SURVEY CONTROL
 PQ1214
 PQ1214.No superseded survey control is available for this station.
 PQ1214
 PQ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK808283(NAD 83)
 PQ1214
 PQ1214_MARKER: DV = VERTICAL CONTROL DISK
 PQ1214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PQ1214+WITH SETTING: INFORMATION.
 PQ1214_SP_SET: METAL ROD DRIVEN INTO GROUND
 PQ1214_STAMPING: 4203 AK 1987
 PQ1214_MARK LOGO: MNDT  
 PQ1214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1214+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2008
 PQ1214
 PQ1214  HISTORY     - Date     Condition        Report By
 PQ1214  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1214  HISTORY     - 19900810 GOOD             NGS
 PQ1214  HISTORY     - 20080623 MARK NOT FOUND   MNDT
 PQ1214
 PQ1214                          STATION DESCRIPTION
 PQ1214
 PQ1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1214'2.8 KM (1.7 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1214'STATE HIGHWAY 19 IN MARSHALL, A METAL ROD DRIVEN 2.6 METERS AND
 PQ1214'RECESSED 03 CENTIMETERS, 68.5 M (224.7 FT) NORTH OF THE CENTER OF A
 PQ1214'FARM ROAD, 23.2 M (76.1 FT) EAST OF THE HIGHWAY CENTERLINE, 4.5 M
 PQ1214'(14.8 FT) WEST OF THE CENTER OF A SERVICE ROAD, 1.5 M (4.9 FT) BELOW
 PQ1214'THE LEVEL OF THE HIGHWAY, AND 1.4 M (4.6 FT) SOUTH OF A UTILITY POLE.
 PQ1214'NOTE--THE ROD IS ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE
 PQ1214'GROUND SURFACE.  (MNDT REPORTED THAT THE ROD WAS DRIVEN TO REFUSAL.)
 PQ1214
 PQ1214                          STATION RECOVERY (2008)
 PQ1214
 PQ1214'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1214'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1215 ***********************************************************************
 PQ1215  DESIGNATION -  4203 AL
 PQ1215  PID         -  PQ1215
 PQ1215  STATE/COUNTY-  MN/LYON
 PQ1215  COUNTRY     -  US
 PQ1215  USGS QUAD   -  MARSHALL (1994)
 PQ1215
 PQ1215                         *CURRENT SURVEY CONTROL
 PQ1215  ______________________________________________________________________
 PQ1215* NAD 83(2007) POSITION- 44 29 12.79848(N) 095 45 24.49308(W)   ADJUSTED  
 PQ1215* NAD 83(2007) ELLIP HT-   315.783 (meters)        (09/09/09)   ADJUSTED
 PQ1215* NAD 83(2007) EPOCH   -  2002.00
 PQ1215* NAVD 88 ORTHO HEIGHT -   342.800  (meters)    1124.67  (feet) ADJUSTED  
 PQ1215  ______________________________________________________________________
 PQ1215  NAD 83(2007) X  -   -457,191.149 (meters)                     COMP
 PQ1215  NAD 83(2007) Y  - -4,534,967.092 (meters)                     COMP
 PQ1215  NAD 83(2007) Z  -  4,447,070.166 (meters)                     COMP
 PQ1215  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC09
 PQ1215  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 PQ1215  DYNAMIC HEIGHT  -        342.744 (meters)     1124.49  (feet) COMP
 PQ1215  MODELED GRAVITY -    980,444.9   (mgal)                       NAVD 88
 PQ1215
 PQ1215  HORZ ORDER      -  FIRST
 PQ1215  VERT ORDER      -  FIRST     CLASS II
 PQ1215  ELLP ORDER      -  SECOND    CLASS I
 PQ1215
 PQ1215.The horizontal coordinates were established by GPS observations
 PQ1215.and adjusted by the MN DEPT OF TRANSP in September 2009.
 PQ1215
 PQ1215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1215.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1215
 PQ1215.The horizontal coordinates are valid at the epoch date displayed above
 PQ1215.which is a decimal equivalence of Year/Month/Day.
 PQ1215
 PQ1215.The orthometric height was determined by differential leveling and
 PQ1215.adjusted in June 1991.
 PQ1215
 PQ1215.Photographs are available for this station.
 PQ1215
 PQ1215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1215
 PQ1215.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1215
 PQ1215.The ellipsoidal height was determined by GPS observations
 PQ1215.and is referenced to NAD 83.
 PQ1215
 PQ1215.The dynamic height is computed by dividing the NAVD 88
 PQ1215.geopotential number by the normal gravity value computed on the
 PQ1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1215.degrees latitude (g = 980.6199 gals.).
 PQ1215
 PQ1215.The modeled gravity was interpolated from observed gravity values.
 PQ1215
 PQ1215. The following values were computed from the NAD 83(2007) position.
 PQ1215
 PQ1215;                    North         East     Units Scale Factor Converg.
 PQ1215;SPC MN S     -   266,711.657   660,272.516   MT  0.99992207   -1 13 53.0
 PQ1215;SPC MN S     -   875,036.49  2,166,244.08   sFT  0.99992207   -1 13 53.0
 PQ1215;UTM  15      - 4,929,649.748   280,789.570   MT  1.00019098   -1 55 57.3
 PQ1215
 PQ1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1215!SPC MN S     -   0.99995049  x   0.99992207  =   0.99987256
 PQ1215!UTM  15      -   0.99995049  x   1.00019098  =   1.00014146
 PQ1215
 PQ1215:                Primary Azimuth Mark                     Grid Az
 PQ1215:SPC MN S     -  4203 AM                                  004 35 10.1
 PQ1215:UTM  15      -  4203 AM                                  005 17 14.4
 PQ1215
 PQ1215|---------------------------------------------------------------------|
 PQ1215| PID    Reference Object                     Distance      Geod. Az  |
 PQ1215|                                                           dddmmss.s |
 PQ1215| PQ1216 4203 AM                             APPROX. 1.4 KM 0032117.1 |
 PQ1215|---------------------------------------------------------------------|
 PQ1215
 PQ1215                          SUPERSEDED SURVEY CONTROL
 PQ1215
 PQ1215  NAVD 88 (09/09/09)  342.80   (m)         1124.7    (f) LEVELING    3  
 PQ1215
 PQ1215.Superseded values are not recommended for survey control.
 PQ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1215.See file dsdata.txt to determine how the superseded data were derived.
 PQ1215
 PQ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8078929649(NAD 83)
 PQ1215
 PQ1215_MARKER: DV = VERTICAL CONTROL DISK
 PQ1215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1215_SP_SET: ALUMINUM ALLOY ROD
 PQ1215_STAMPING: 4203 AL 1987
 PQ1215_MARK LOGO: MNDT  
 PQ1215_PROJECTION: FLUSH
 PQ1215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1215+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ1215_ROD/PIPE-DEPTH: 4.6  meters
 PQ1215
 PQ1215  HISTORY     - Date     Condition        Report By
 PQ1215  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1215  HISTORY     - 19900810 GOOD             NGS
 PQ1215  HISTORY     - 20060808 GOOD             MNDT
 PQ1215  HISTORY     - 20070817 GOOD             INDIV
 PQ1215  HISTORY     - 20080624 GOOD             MNDT
 PQ1215
 PQ1215                          STATION DESCRIPTION
 PQ1215
 PQ1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1215'4.1 KM (2.5 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1215'STATE HIGHWAY 19 IN MARSHALL, 63.5 M (208.3 FT) WEST OF THE HIGHWAY
 PQ1215'CENTERLINE, 10.7 M (35.1 FT) NORTH OF THE CENTER OF COUNTY ROAD 67,
 PQ1215'6.0 M (19.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 0.9 M (3.0
 PQ1215'FT) EAST OF UTILITY POLE NUMBER 703-106, 0.6 M (2.0 FT) BELOW THE
 PQ1215'LEVEL OF THE COUNTY ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 PQ1215'NOTE--THE ROD IS ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE
 PQ1215'GROUND SURFACE.
 PQ1215
 PQ1215                          STATION RECOVERY (2006)
 PQ1215
 PQ1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1215'RECOVERED AS DESCRIBED.
 PQ1215
 PQ1215                          STATION RECOVERY (2007)
 PQ1215
 PQ1215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 PQ1215'RECOVERED AS DESCRIBED.
 PQ1215
 PQ1215                          STATION RECOVERY (2008)
 PQ1215
 PQ1215'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1215'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1215'THE MARK IS 2.5 MILES NORTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1215'HIGHWAY 23-TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 68 AT MARSHALL, AT TRUNK
 PQ1215'HIGHWAY 23 MILEPOINT 77.6, 208.3 FEET WEST OF TRUNK HIGHWAY 23, 35.1
 PQ1215'FEET NORTH OF COUNTY ROAD 67, 19.7 FEET WEST OF FIELD ENTRANCE, 3.0
 PQ1215'FEET EAST OF POWER POLE 703-106, 0.9 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1216 ***********************************************************************
 PQ1216  DESIGNATION -  4203 AM
 PQ1216  PID         -  PQ1216
 PQ1216  STATE/COUNTY-  MN/LYON
 PQ1216  COUNTRY     -  US
 PQ1216  USGS QUAD   -  MARSHALL (1994)
 PQ1216
 PQ1216                         *CURRENT SURVEY CONTROL
 PQ1216  ______________________________________________________________________
 PQ1216* NAD 83(2007) POSITION- 44 29 59.08486(N) 095 45 20.70204(W)   ADJUSTED  
 PQ1216* NAD 83(2007) ELLIP HT-   314.501 (meters)        (09/09/09)   ADJUSTED
 PQ1216* NAD 83(2007) EPOCH   -  2002.00
 PQ1216* NAVD 88 ORTHO HEIGHT -   341.539  (meters)    1120.53  (feet) ADJUSTED  
 PQ1216  ______________________________________________________________________
 PQ1216  NAD 83(2007) X  -   -457,007.285 (meters)                     COMP
 PQ1216  NAD 83(2007) Y  - -4,533,978.292 (meters)                     COMP
 PQ1216  NAD 83(2007) Z  -  4,448,088.477 (meters)                     COMP
 PQ1216  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 PQ1216  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PQ1216  DYNAMIC HEIGHT  -        341.483 (meters)     1120.35  (feet) COMP
 PQ1216  MODELED GRAVITY -    980,445.9   (mgal)                       NAVD 88
 PQ1216
 PQ1216  HORZ ORDER      -  FIRST
 PQ1216  VERT ORDER      -  FIRST     CLASS II
 PQ1216  ELLP ORDER      -  SECOND    CLASS I
 PQ1216
 PQ1216.The horizontal coordinates were established by GPS observations
 PQ1216.and adjusted by the MN DEPT OF TRANSP in September 2009.
 PQ1216
 PQ1216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1216.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1216
 PQ1216.The horizontal coordinates are valid at the epoch date displayed above
 PQ1216.which is a decimal equivalence of Year/Month/Day.
 PQ1216
 PQ1216.The orthometric height was determined by differential leveling and
 PQ1216.adjusted in June 1991.
 PQ1216
 PQ1216.Photographs are available for this station.
 PQ1216
 PQ1216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1216
 PQ1216.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1216
 PQ1216.The ellipsoidal height was determined by GPS observations
 PQ1216.and is referenced to NAD 83.
 PQ1216
 PQ1216.The dynamic height is computed by dividing the NAVD 88
 PQ1216.geopotential number by the normal gravity value computed on the
 PQ1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1216.degrees latitude (g = 980.6199 gals.).
 PQ1216
 PQ1216.The modeled gravity was interpolated from observed gravity values.
 PQ1216
 PQ1216. The following values were computed from the NAD 83(2007) position.
 PQ1216
 PQ1216;                    North         East     Units Scale Factor Converg.
 PQ1216;SPC MN S     -   268,138.147   660,386.941   MT  0.99992204   -1 13 50.4
 PQ1216;SPC MN S     -   879,716.57  2,166,619.49   sFT  0.99992204   -1 13 50.4
 PQ1216;UTM  15      - 4,931,075.113   280,921.486   MT  1.00019027   -1 55 56.2
 PQ1216
 PQ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1216!SPC MN S     -   0.99995069  x   0.99992204  =   0.99987273
 PQ1216!UTM  15      -   0.99995069  x   1.00019027  =   1.00014095
 PQ1216
 PQ1216:                Primary Azimuth Mark                     Grid Az
 PQ1216:SPC MN S     -  LUCAS                                    356 11 25.9
 PQ1216:UTM  15      -  LUCAS                                    356 53 31.7
 PQ1216
 PQ1216|---------------------------------------------------------------------|
 PQ1216| PID    Reference Object                     Distance      Geod. Az  |
 PQ1216|                                                           dddmmss.s |
 PQ1216| DL4498 LUCAS                               APPROX. 0.6 KM 3545735.5 |
 PQ1216|---------------------------------------------------------------------|
 PQ1216
 PQ1216                          SUPERSEDED SURVEY CONTROL
 PQ1216
 PQ1216  NAVD 88 (09/09/09)  341.54   (m)         1120.5    (f) LEVELING    3  
 PQ1216
 PQ1216.Superseded values are not recommended for survey control.
 PQ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1216.See file dsdata.txt to determine how the superseded data were derived.
 PQ1216
 PQ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8092131075(NAD 83)
 PQ1216
 PQ1216_MARKER: DV = VERTICAL CONTROL DISK
 PQ1216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1216_SP_SET: ALUMINUM ALLOY ROD
 PQ1216_STAMPING: 4203 AM 1987
 PQ1216_MARK LOGO: MNDT  
 PQ1216_PROJECTION: FLUSH
 PQ1216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1216+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ1216_ROD/PIPE-DEPTH: 6.1  meters
 PQ1216
 PQ1216  HISTORY     - Date     Condition        Report By
 PQ1216  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1216  HISTORY     - 19900810 GOOD             NGS
 PQ1216  HISTORY     - 20060808 GOOD             MNDT
 PQ1216  HISTORY     - 20080624 GOOD             MNDT
 PQ1216
 PQ1216                          STATION DESCRIPTION
 PQ1216
 PQ1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1216'5.5 KM (3.4 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1216'STATE HIGHWAY 19 IN MARSHALL, 22.9 M (75.1 FT) EAST OF THE HIGHWAY
 PQ1216'CENTERLINE, 1.0 M (3.3 FT) WEST-SOUTHWEST OF A UTILITY POLE, 1.0 M
 PQ1216'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.8 M (2.6 FT) NORTH OF
 PQ1216'A WITNESS POST AND RIGHT-OF-WAY POST.  NOTE--THE ROD IS ENCASED IN A
 PQ1216'5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 PQ1216
 PQ1216                          STATION RECOVERY (2006)
 PQ1216
 PQ1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1216'RECOVERED AS DESCRIBED.
 PQ1216
 PQ1216                          STATION RECOVERY (2008)
 PQ1216
 PQ1216'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1216'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1216'THE MARK IS 1.9 MILES SOUTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1216'HIGHWAY 23 AND COUNTY ROAD 8 AT GREEN VALLEY, 3.4 MILES NORTH ON TRUNK
 PQ1216'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 19 AT
 PQ1216'MARSHALL, AT TRUNK HIGHWAY 23 MILEPOINT 78.5, 75.5 FEET EAST OF TRUNK
 PQ1216'HIGHWAY 23, 3.3 FEET WEST-SOUTHWEST OF POWER POLE, 2.5 FEET
 PQ1216'NORTH-NORTHEAST OF WITNESS AND RIGHT-OF-WAY POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1217 ***********************************************************************
 PQ1217  DESIGNATION -  4203 AN
 PQ1217  PID         -  PQ1217
 PQ1217  STATE/COUNTY-  MN/LYON
 PQ1217  COUNTRY     -  US
 PQ1217  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1217
 PQ1217                         *CURRENT SURVEY CONTROL
 PQ1217  ______________________________________________________________________
 PQ1217* NAD 83(1986) POSITION- 44 30 46.     (N) 095 45 22.     (W)   SCALED    
 PQ1217* NAVD 88 ORTHO HEIGHT -   338.520  (meters)    1110.63  (feet) ADJUSTED  
 PQ1217  ______________________________________________________________________
 PQ1217  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PQ1217  DYNAMIC HEIGHT  -        338.464 (meters)     1110.44  (feet) COMP
 PQ1217  MODELED GRAVITY -    980,442.8   (mgal)                       NAVD 88
 PQ1217
 PQ1217  VERT ORDER      -  FIRST     CLASS II
 PQ1217
 PQ1217.The horizontal coordinates were scaled from a topographic map and have
 PQ1217.an estimated accuracy of +/- 6 seconds.
 PQ1217.
 PQ1217.The orthometric height was determined by differential leveling and
 PQ1217.adjusted in June 1991.
 PQ1217
 PQ1217.Photographs are available for this station.
 PQ1217
 PQ1217.The dynamic height is computed by dividing the NAVD 88
 PQ1217.geopotential number by the normal gravity value computed on the
 PQ1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1217.degrees latitude (g = 980.6199 gals.).
 PQ1217
 PQ1217.The modeled gravity was interpolated from observed gravity values.
 PQ1217
 PQ1217;                    North         East    Units  Estimated Accuracy
 PQ1217;SPC MN S     -   269,590.      660,390.      MT  (+/- 180 meters Scaled)
 PQ1217
 PQ1217                          SUPERSEDED SURVEY CONTROL
 PQ1217
 PQ1217.No superseded survey control is available for this station.
 PQ1217
 PQ1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK809325(NAD 83)
 PQ1217
 PQ1217_MARKER: DB = BENCH MARK DISK
 PQ1217_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1217_SP_SET: WINGWALL
 PQ1217_STAMPING: 4203 AN 1987
 PQ1217_MARK LOGO: MNDT  
 PQ1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1217+STABILITY: SURFACE MOTION
 PQ1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1217+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1990
 PQ1217
 PQ1217  HISTORY     - Date     Condition        Report By
 PQ1217  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1217  HISTORY     - 19900811 GOOD             NGS
 PQ1217
 PQ1217                          STATION DESCRIPTION
 PQ1217
 PQ1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1217'7.0 KM (4.3 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1217'STATE HIGHWAY 19 IN MARSHALL, IN TOP OF AND 2.1 M (6.9 FT) NORTHWEST
 PQ1217'OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF HIGHWAY BRIDGE
 PQ1217'NUMBER 42006 SPANNING THE REDWOOD RIVER, AND 8.1 M (26.6 FT) EAST OF
 PQ1217'AND LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1219 ***********************************************************************
 PQ1219  DESIGNATION -  4203 AP
 PQ1219  PID         -  PQ1219
 PQ1219  STATE/COUNTY-  MN/LYON
 PQ1219  COUNTRY     -  US
 PQ1219  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1219
 PQ1219                         *CURRENT SURVEY CONTROL
 PQ1219  ______________________________________________________________________
 PQ1219* NAD 83(1986) POSITION- 44 32 19.     (N) 095 45 05.     (W)   SCALED    
 PQ1219* NAVD 88 ORTHO HEIGHT -   333.782  (meters)    1095.08  (feet) ADJUSTED  
 PQ1219  ______________________________________________________________________
 PQ1219  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PQ1219  DYNAMIC HEIGHT  -        333.727 (meters)     1094.90  (feet) COMP
 PQ1219  MODELED GRAVITY -    980,444.1   (mgal)                       NAVD 88
 PQ1219
 PQ1219  VERT ORDER      -  FIRST     CLASS II
 PQ1219
 PQ1219.The horizontal coordinates were scaled from a topographic map and have
 PQ1219.an estimated accuracy of +/- 6 seconds.
 PQ1219.
 PQ1219.The orthometric height was determined by differential leveling and
 PQ1219.adjusted in June 1991.
 PQ1219
 PQ1219.Photographs are available for this station.
 PQ1219
 PQ1219.The dynamic height is computed by dividing the NAVD 88
 PQ1219.geopotential number by the normal gravity value computed on the
 PQ1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1219.degrees latitude (g = 980.6199 gals.).
 PQ1219
 PQ1219.The modeled gravity was interpolated from observed gravity values.
 PQ1219
 PQ1219;                    North         East    Units  Estimated Accuracy
 PQ1219;SPC MN S     -   272,450.      660,830.      MT  (+/- 180 meters Scaled)
 PQ1219
 PQ1219                          SUPERSEDED SURVEY CONTROL
 PQ1219
 PQ1219.No superseded survey control is available for this station.
 PQ1219
 PQ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK814353(NAD 83)
 PQ1219
 PQ1219_MARKER: DB = BENCH MARK DISK
 PQ1219_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1219_SP_SET: WINGWALL
 PQ1219_STAMPING: 4203 AP 1987
 PQ1219_MARK LOGO: MNDT  
 PQ1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1219+STABILITY: SURFACE MOTION
 PQ1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1219+SATELLITE: SATELLITE OBSERVATIONS - August 11, 1990
 PQ1219
 PQ1219  HISTORY     - Date     Condition        Report By
 PQ1219  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1219  HISTORY     - 19900811 GOOD             NGS
 PQ1219
 PQ1219                          STATION DESCRIPTION
 PQ1219
 PQ1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1219'9.9 KM (6.2 MI) NORTHERLY ALONG STATE HIGHWAY 23 FROM THE JUNCTION OF
 PQ1219'STATE HIGHWAY 19 IN MARSHALL, IN TOP OF AND 2.1 M (6.9 FT) NORTHWEST
 PQ1219'OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WINGWALL OF HIGHWAY
 PQ1219'BRIDGE NUMBER 42007 SPANNING THREE MILE CREEK, AND 8.1 M (26.6 FT)
 PQ1219'EAST OF AND LEVEL WITH THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1220 ***********************************************************************
 PQ1220  DESIGNATION -  4203 AQ
 PQ1220  PID         -  PQ1220
 PQ1220  STATE/COUNTY-  MN/LYON
 PQ1220  COUNTRY     -  US
 PQ1220  USGS QUAD   -  COTTONWOOD (1962)
 PQ1220
 PQ1220                         *CURRENT SURVEY CONTROL
 PQ1220  ______________________________________________________________________
 PQ1220* NAD 83(2007) POSITION- 44 33 15.20044(N) 095 44 21.69467(W)   ADJUSTED  
 PQ1220* NAD 83(2007) ELLIP HT-   312.965 (meters)        (09/09/09)   ADJUSTED
 PQ1220* NAD 83(2007) EPOCH   -  2002.00
 PQ1220* NAVD 88 ORTHO HEIGHT -   340.024  (meters)    1115.56  (feet) ADJUSTED  
 PQ1220  ______________________________________________________________________
 PQ1220  NAD 83(2007) X  -   -455,285.556 (meters)                     COMP
 PQ1220  NAD 83(2007) Y  - -4,529,883.789 (meters)                     COMP
 PQ1220  NAD 83(2007) Z  -  4,452,403.327 (meters)                     COMP
 PQ1220  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC09
 PQ1220  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 PQ1220  DYNAMIC HEIGHT  -        339.968 (meters)     1115.38  (feet) COMP
 PQ1220  MODELED GRAVITY -    980,445.0   (mgal)                       NAVD 88
 PQ1220
 PQ1220  HORZ ORDER      -  FIRST
 PQ1220  VERT ORDER      -  FIRST     CLASS II
 PQ1220  ELLP ORDER      -  SECOND    CLASS I
 PQ1220
 PQ1220.The horizontal coordinates were established by GPS observations
 PQ1220.and adjusted by the MN DEPT OF TRANSP in September 2009.
 PQ1220
 PQ1220.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1220.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1220
 PQ1220.The horizontal coordinates are valid at the epoch date displayed above
 PQ1220.which is a decimal equivalence of Year/Month/Day.
 PQ1220
 PQ1220.The orthometric height was determined by differential leveling and
 PQ1220.adjusted in June 1991.
 PQ1220
 PQ1220.Photographs are available for this station.
 PQ1220
 PQ1220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1220
 PQ1220.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1220
 PQ1220.The ellipsoidal height was determined by GPS observations
 PQ1220.and is referenced to NAD 83.
 PQ1220
 PQ1220.The dynamic height is computed by dividing the NAVD 88
 PQ1220.geopotential number by the normal gravity value computed on the
 PQ1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1220.degrees latitude (g = 980.6199 gals.).
 PQ1220
 PQ1220.The modeled gravity was interpolated from observed gravity values.
 PQ1220
 PQ1220. The following values were computed from the NAD 83(2007) position.
 PQ1220
 PQ1220;                    North         East     Units Scale Factor Converg.
 PQ1220;SPC MN S     -   274,162.013   661,818.903   MT  0.99992246   -1 13 09.0
 PQ1220;SPC MN S     -   899,479.87  2,171,317.52   sFT  0.99992246   -1 13 09.0
 PQ1220;UTM  15      - 4,937,082.554   282,427.599   MT  1.00018217   -1 55 21.5
 PQ1220
 PQ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1220!SPC MN S     -   0.99995093  x   0.99992246  =   0.99987339
 PQ1220!UTM  15      -   0.99995093  x   1.00018217  =   1.00013309
 PQ1220
 PQ1220:                Primary Azimuth Mark                     Grid Az
 PQ1220:SPC MN S     -  4203 AZ                                  055 50 58.9
 PQ1220:UTM  15      -  4203 AZ                                  056 33 11.4
 PQ1220
 PQ1220|---------------------------------------------------------------------|
 PQ1220| PID    Reference Object                     Distance      Geod. Az  |
 PQ1220|                                                           dddmmss.s |
 PQ1220| DL4475 4203 AZ                             APPROX. 0.7 KM 0543749.9 |
 PQ1220|---------------------------------------------------------------------|
 PQ1220
 PQ1220                          SUPERSEDED SURVEY CONTROL
 PQ1220
 PQ1220  NAVD 88 (09/09/09)  340.02   (m)         1115.5    (f) LEVELING    3  
 PQ1220
 PQ1220.Superseded values are not recommended for survey control.
 PQ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1220.See file dsdata.txt to determine how the superseded data were derived.
 PQ1220
 PQ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8242737082(NAD 83)
 PQ1220
 PQ1220_MARKER: DV = VERTICAL CONTROL DISK
 PQ1220_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1220_SP_SET: ALUMINUM ALLOY ROD
 PQ1220_STAMPING: 4203 AQ 1987
 PQ1220_MARK LOGO: MNDT  
 PQ1220_PROJECTION: FLUSH
 PQ1220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1220+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ1220_ROD/PIPE-DEPTH: 6.1  meters
 PQ1220
 PQ1220  HISTORY     - Date     Condition        Report By
 PQ1220  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1220  HISTORY     - 19900811 GOOD             NGS
 PQ1220  HISTORY     - 20080624 GOOD             MNDT
 PQ1220
 PQ1220                          STATION DESCRIPTION
 PQ1220
 PQ1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1220'6.9 KM (4.3 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
 PQ1220'JUNCTION OF COUNTY ROAD 9 IN COTTONWOOD, 31.6 M (103.7 FT) SOUTHEAST
 PQ1220'OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) NORTH-NORTHEAST OF A
 PQ1220'UTILITY POLE WITH A GUY WIRE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 PQ1220'HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST OF A WITNESS POST.  NOTE--THE
 PQ1220'ROD IS ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 PQ1220'SURFACE.
 PQ1220
 PQ1220                          STATION RECOVERY (2008)
 PQ1220
 PQ1220'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1220'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1220'THE MARK IS 2.0 MILES NORTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1220'HIGHWAY 23 AND COUNTY ROAD 8 AT GREEN VALLEY, AT TRUNK HIGHWAY 23
 PQ1220'MILEPOINT 82.5, 103.7 FEET SOUTHEAST OF TRUNK HIGHWAY 23, 3.6 FEET
 PQ1220'NORTH-NORTHEAST OF POWER POLE WITH ANCHOR WIRE, 2.1 FEET NORTHWEST OF
 PQ1220'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1221 ***********************************************************************
 PQ1221  DESIGNATION -  4203 AR
 PQ1221  PID         -  PQ1221
 PQ1221  STATE/COUNTY-  MN/LYON
 PQ1221  COUNTRY     -  US
 PQ1221  USGS QUAD   -  COTTONWOOD (1962)
 PQ1221
 PQ1221                         *CURRENT SURVEY CONTROL
 PQ1221  ______________________________________________________________________
 PQ1221* NAD 83(2007) POSITION- 44 34 19.90651(N) 095 42 42.52448(W)   ADJUSTED  
 PQ1221* NAD 83(2007) ELLIP HT-   306.230 (meters)        (09/09/09)   ADJUSTED
 PQ1221* NAD 83(2007) EPOCH   -  2002.00
 PQ1221* NAVD 88 ORTHO HEIGHT -   333.296  (meters)    1093.49  (feet) ADJUSTED  
 PQ1221  ______________________________________________________________________
 PQ1221  NAD 83(2007) X  -   -452,967.609 (meters)                     COMP
 PQ1221  NAD 83(2007) Y  - -4,528,702.769 (meters)                     COMP
 PQ1221  NAD 83(2007) Z  -  4,453,821.714 (meters)                     COMP
 PQ1221  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC09
 PQ1221  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 PQ1221  DYNAMIC HEIGHT  -        333.244 (meters)     1093.32  (feet) COMP
 PQ1221  MODELED GRAVITY -    980,453.2   (mgal)                       NAVD 88
 PQ1221
 PQ1221  HORZ ORDER      -  FIRST
 PQ1221  VERT ORDER      -  FIRST     CLASS II
 PQ1221  ELLP ORDER      -  SECOND    CLASS I
 PQ1221
 PQ1221.The horizontal coordinates were established by GPS observations
 PQ1221.and adjusted by the MN DEPT OF TRANSP in September 2009.
 PQ1221
 PQ1221.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1221.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1221
 PQ1221.The horizontal coordinates are valid at the epoch date displayed above
 PQ1221.which is a decimal equivalence of Year/Month/Day.
 PQ1221
 PQ1221.The orthometric height was determined by differential leveling and
 PQ1221.adjusted in June 1991.
 PQ1221
 PQ1221.Photographs are available for this station.
 PQ1221
 PQ1221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1221
 PQ1221.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1221
 PQ1221.The ellipsoidal height was determined by GPS observations
 PQ1221.and is referenced to NAD 83.
 PQ1221
 PQ1221.The dynamic height is computed by dividing the NAVD 88
 PQ1221.geopotential number by the normal gravity value computed on the
 PQ1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1221.degrees latitude (g = 980.6199 gals.).
 PQ1221
 PQ1221.The modeled gravity was interpolated from observed gravity values.
 PQ1221
 PQ1221. The following values were computed from the NAD 83(2007) position.
 PQ1221
 PQ1221;                    North         East     Units Scale Factor Converg.
 PQ1221;SPC MN S     -   276,112.542   664,048.857   MT  0.99992280   -1 11 59.5
 PQ1221;SPC MN S     -   905,879.23  2,178,633.63   sFT  0.99992280   -1 11 59.5
 PQ1221;UTM  15      - 4,939,006.033   284,681.914   MT  1.00017017   -1 54 14.0
 PQ1221
 PQ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1221!SPC MN S     -   0.99995199  x   0.99992280  =   0.99987479
 PQ1221!UTM  15      -   0.99995199  x   1.00017017  =   1.00012215
 PQ1221
 PQ1221:                Primary Azimuth Mark                     Grid Az
 PQ1221:SPC MN S     -  4203 AS                                  049 14 26.3
 PQ1221:UTM  15      -  4203 AS                                  049 56 40.8
 PQ1221
 PQ1221|---------------------------------------------------------------------|
 PQ1221| PID    Reference Object                     Distance      Geod. Az  |
 PQ1221|                                                           dddmmss.s |
 PQ1221| PQ1222 4203 AS                             APPROX. 1.2 KM 0480226.8 |
 PQ1221|---------------------------------------------------------------------|
 PQ1221
 PQ1221                          SUPERSEDED SURVEY CONTROL
 PQ1221
 PQ1221  NAVD 88 (09/09/09)  333.30   (m)         1093.5    (f) LEVELING    3  
 PQ1221
 PQ1221.Superseded values are not recommended for survey control.
 PQ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1221.See file dsdata.txt to determine how the superseded data were derived.
 PQ1221
 PQ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8468139006(NAD 83)
 PQ1221
 PQ1221_MARKER: DV = VERTICAL CONTROL DISK
 PQ1221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1221_SP_SET: ALUMINUM ALLOY ROD
 PQ1221_STAMPING: 4203 AR 1987
 PQ1221_MARK LOGO: MNDT  
 PQ1221_PROJECTION: FLUSH
 PQ1221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1221+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ1221_ROD/PIPE-DEPTH: 7.6  meters
 PQ1221
 PQ1221  HISTORY     - Date     Condition        Report By
 PQ1221  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1221  HISTORY     - 19900811 GOOD             NGS
 PQ1221  HISTORY     - 20060807 GOOD             MNDT
 PQ1221  HISTORY     - 20080624 GOOD             MNDT
 PQ1221
 PQ1221                          STATION DESCRIPTION
 PQ1221
 PQ1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1221'3.9 KM (2.4 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
 PQ1221'JUNCTION OF COUNTY ROAD 9 IN COTTONWOOD, 21.7 M (71.2 FT) SOUTHEAST
 PQ1221'OF THE HIGHWAY CENTERLINE, 9.2 M (30.2 FT) NORTHEAST OF THE CENTER OF
 PQ1221'A FIELD ENTRANCE, 6.5 M (21.3 FT) NORTH OF THE EXTENDED CENTER OF A
 PQ1221'GRAVELED ROAD LEADING WEST, 0.55 M (1.80 FT) NORTH-NORTHWEST OF THE
 PQ1221'NORTH LEG OF A SIGN, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY,
 PQ1221'AND 0.35 M (1.15 FT) WEST OF A WITNESS POST.  NOTE--THE ROD IS
 PQ1221'ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 PQ1221
 PQ1221                          STATION RECOVERY (2006)
 PQ1221
 PQ1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 PQ1221'RECOVERED AS DESCRIBED.
 PQ1221
 PQ1221                          STATION RECOVERY (2008)
 PQ1221
 PQ1221'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1221'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1221'THE MARK IS 2.4 MILES SOUTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1221'HIGHWAY 23 AND COUNTY ROAD 9 AT COTTONWOOD, AT TRUNK HIGHWAY 23
 PQ1221'MILEPOINT 84.35, 71.0 FEET SOUTHEAST OF TRUNK HIGHWAY 23, 21.3 FEET
 PQ1221'NORTH OF EXTENDED CENTER OF GRAVEL ROAD WEST, 31 FEET NORTHEAST OF
 PQ1221'FIELD ENTRANCE, 1.9 FEET NORTH OF NORTH LEG OF SIGN, 1.2 FEET WEST OF
 PQ1221'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1222 ***********************************************************************
 PQ1222  DESIGNATION -  4203 AS
 PQ1222  PID         -  PQ1222
 PQ1222  STATE/COUNTY-  MN/LYON
 PQ1222  COUNTRY     -  US
 PQ1222  USGS QUAD   -  COTTONWOOD (1962)
 PQ1222
 PQ1222                         *CURRENT SURVEY CONTROL
 PQ1222  ______________________________________________________________________
 PQ1222* NAD 83(2007) POSITION- 44 34 45.72604(N) 095 42 02.34235(W)   ADJUSTED  
 PQ1222* NAD 83(2007) ELLIP HT-   302.095 (meters)        (09/09/09)   ADJUSTED
 PQ1222* NAD 83(2007) EPOCH   -  2002.00
 PQ1222* NAVD 88 ORTHO HEIGHT -   329.160  (meters)    1079.92  (feet) ADJUSTED  
 PQ1222  ______________________________________________________________________
 PQ1222  NAD 83(2007) X  -   -452,029.513 (meters)                     COMP
 PQ1222  NAD 83(2007) Y  - -4,528,231.366 (meters)                     COMP
 PQ1222  NAD 83(2007) Z  -  4,454,386.551 (meters)                     COMP
 PQ1222  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 PQ1222  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 PQ1222  DYNAMIC HEIGHT  -        329.110 (meters)     1079.76  (feet) COMP
 PQ1222  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 PQ1222
 PQ1222  HORZ ORDER      -  FIRST
 PQ1222  VERT ORDER      -  FIRST     CLASS II
 PQ1222  ELLP ORDER      -  SECOND    CLASS I
 PQ1222
 PQ1222.The horizontal coordinates were established by GPS observations
 PQ1222.and adjusted by the MN DEPT OF TRANSP in September 2009.
 PQ1222
 PQ1222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1222.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1222
 PQ1222.The horizontal coordinates are valid at the epoch date displayed above
 PQ1222.which is a decimal equivalence of Year/Month/Day.
 PQ1222
 PQ1222.The orthometric height was determined by differential leveling and
 PQ1222.adjusted in June 1991.
 PQ1222
 PQ1222.Photographs are available for this station.
 PQ1222
 PQ1222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1222
 PQ1222.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1222
 PQ1222.The ellipsoidal height was determined by GPS observations
 PQ1222.and is referenced to NAD 83.
 PQ1222
 PQ1222.The dynamic height is computed by dividing the NAVD 88
 PQ1222.geopotential number by the normal gravity value computed on the
 PQ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1222.degrees latitude (g = 980.6199 gals.).
 PQ1222
 PQ1222.The modeled gravity was interpolated from observed gravity values.
 PQ1222
 PQ1222. The following values were computed from the NAD 83(2007) position.
 PQ1222
 PQ1222;                    North         East     Units Scale Factor Converg.
 PQ1222;SPC MN S     -   276,890.792   664,951.763   MT  0.99992296   -1 11 31.3
 PQ1222;SPC MN S     -   908,432.54  2,181,595.91   sFT  0.99992296   -1 11 31.3
 PQ1222;UTM  15      - 4,939,773.317   285,594.540   MT  1.00016535   -1 53 46.7
 PQ1222
 PQ1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1222!SPC MN S     -   0.99995264  x   0.99992296  =   0.99987560
 PQ1222!UTM  15      -   0.99995264  x   1.00016535  =   1.00011798
 PQ1222
 PQ1222:                Primary Azimuth Mark                     Grid Az
 PQ1222:SPC MN S     -  4203 AT                                  042 38 42.9
 PQ1222:UTM  15      -  4203 AT                                  043 20 58.3
 PQ1222
 PQ1222|---------------------------------------------------------------------|
 PQ1222| PID    Reference Object                     Distance      Geod. Az  |
 PQ1222|                                                           dddmmss.s |
 PQ1222| PQ1223 4203 AT                             APPROX. 1.1 KM 0412711.6 |
 PQ1222|---------------------------------------------------------------------|
 PQ1222
 PQ1222                          SUPERSEDED SURVEY CONTROL
 PQ1222
 PQ1222  NAVD 88 (09/09/09)  329.16   (m)         1079.9    (f) LEVELING    3  
 PQ1222
 PQ1222.Superseded values are not recommended for survey control.
 PQ1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1222.See file dsdata.txt to determine how the superseded data were derived.
 PQ1222
 PQ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8559439773(NAD 83)
 PQ1222
 PQ1222_MARKER: DV = VERTICAL CONTROL DISK
 PQ1222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1222_SP_SET: ALUMINUM ALLOY ROD
 PQ1222_STAMPING: 4203 AS 1987
 PQ1222_MARK LOGO: MNDT  
 PQ1222_PROJECTION: FLUSH
 PQ1222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1222+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ1222_ROD/PIPE-DEPTH: 4.9  meters
 PQ1222
 PQ1222  HISTORY     - Date     Condition        Report By
 PQ1222  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1222  HISTORY     - 19900811 GOOD             NGS
 PQ1222  HISTORY     - 20060807 GOOD             MNDT
 PQ1222  HISTORY     - 20080624 GOOD             MNDT
 PQ1222
 PQ1222                          STATION DESCRIPTION
 PQ1222
 PQ1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1222'2.7 KM (1.7 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
 PQ1222'JUNCTION OF COUNTY ROAD 9 IN COTTONWOOD, ON THE SOUTHWEST BANK OF A
 PQ1222'DRAINAGE DITCH, 26.3 M (86.3 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE,
 PQ1222'14.6 M (47.9 FT) SOUTH OF THE SOUTHEAST END OF A 48-INCH PIPE
 PQ1222'CULVERT, 8.0 M (26.2 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 PQ1222'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT)
 PQ1222'SOUTH-SOUTHWEST OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN A
 PQ1222'5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 PQ1222
 PQ1222                          STATION RECOVERY (2006)
 PQ1222
 PQ1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1222'RECOVERED AS DESCRIBED.
 PQ1222
 PQ1222                          STATION RECOVERY (2008)
 PQ1222
 PQ1222'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1222'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1222'THE MARK IS 1.7 MILES SOUTH ON TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1222'HIGHWAY 23 AND COUNTY ROAD 9 AT COTTONWOOD, ON SOUTHWEST BANK OF
 PQ1222'DRAINAGE DITCH, AT TRUNK HIGHWAY 23 MILEPOINT 85.05, 86.5 FEET
 PQ1222'SOUTHEAST OF TRUNK HIGHWAY 23, 47.9 FEET SOUTH OF SOUTHEAST END OF 48
 PQ1222'INCH PIPE CULVERT, 25 FEET NORTHEAST OF FIELD ENTRANCE, 45.2 FEET
 PQ1222'SOUTH OF STEEL POST, 1.7 FEET SOUTH-SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1223 ***********************************************************************
 PQ1223  DESIGNATION -  4203 AT
 PQ1223  PID         -  PQ1223
 PQ1223  STATE/COUNTY-  MN/LYON
 PQ1223  COUNTRY     -  US
 PQ1223  USGS QUAD   -  COTTONWOOD (1962)
 PQ1223
 PQ1223                         *CURRENT SURVEY CONTROL
 PQ1223  ______________________________________________________________________
 PQ1223* NAD 83(2007) POSITION- 44 35 13.59459(N) 095 41 27.89498(W)   ADJUSTED  
 PQ1223* NAD 83(2007) ELLIP HT-   304.296 (meters)        (02/10/07)   ADJUSTED
 PQ1223* NAD 83(2007) EPOCH   -  2002.00
 PQ1223* NAVD 88 ORTHO HEIGHT -   331.353  (meters)    1087.11  (feet) ADJUSTED  
 PQ1223  ______________________________________________________________________
 PQ1223  NAD 83(2007) X  -   -451,213.540 (meters)                     COMP
 PQ1223  NAD 83(2007) Y  - -4,527,707.463 (meters)                     COMP
 PQ1223  NAD 83(2007) Z  -  4,455,000.814 (meters)                     COMP
 PQ1223  LAPLACE CORR    -         -2.65  (seconds)                    DEFLEC09
 PQ1223  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 PQ1223  DYNAMIC HEIGHT  -        331.304 (meters)     1086.95  (feet) COMP
 PQ1223  MODELED GRAVITY -    980,461.0   (mgal)                       NAVD 88
 PQ1223
 PQ1223  VERT ORDER      -  SECOND    CLASS I
 PQ1223
 PQ1223  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1223  Type                                         Horiz  Ellip  Dist(km)
 PQ1223  -------------------------------------------------------------------
 PQ1223  NETWORK                                       0.81   0.69
 PQ1223  -------------------------------------------------------------------
 PQ1223  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.96   0.65     16.94
 PQ1223  -------------------------------------------------------------------
 PQ1223  NOTE: Click here for information on individual local accuracy
 PQ1223  values and other accuracy information.
 PQ1223
 PQ1223
 PQ1223.The horizontal coordinates were established by GPS observations
 PQ1223.and adjusted by the National Geodetic Survey in February 2007.
 PQ1223
 PQ1223.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1223.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1223
 PQ1223.The horizontal coordinates are valid at the epoch date displayed above
 PQ1223.which is a decimal equivalence of Year/Month/Day.
 PQ1223
 PQ1223.The orthometric height was determined by differential leveling and
 PQ1223.adjusted in June 2011.
 PQ1223
 PQ1223.Photographs are available for this station.
 PQ1223
 PQ1223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1223
 PQ1223.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1223
 PQ1223.The ellipsoidal height was determined by GPS observations
 PQ1223.and is referenced to NAD 83.
 PQ1223
 PQ1223.The dynamic height is computed by dividing the NAVD 88
 PQ1223.geopotential number by the normal gravity value computed on the
 PQ1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1223.degrees latitude (g = 980.6199 gals.).
 PQ1223
 PQ1223.The modeled gravity was interpolated from observed gravity values.
 PQ1223
 PQ1223. The following values were computed from the NAD 83(2007) position.
 PQ1223
 PQ1223;                    North         East     Units Scale Factor Converg.
 PQ1223;SPC MN S     -   277,735.015   665,729.298   MT  0.99992315   -1 11 07.2
 PQ1223;SPC MN S     -   911,202.30  2,184,146.87   sFT  0.99992315   -1 11 07.2
 PQ1223;UTM  15      - 4,940,608.118   286,382.583   MT  1.00016120   -1 53 23.4
 PQ1223
 PQ1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1223!SPC MN S     -   0.99995229  x   0.99992315  =   0.99987544
 PQ1223!UTM  15      -   0.99995229  x   1.00016120  =   1.00011348
 PQ1223
 PQ1223:                Primary Azimuth Mark                     Grid Az
 PQ1223:SPC MN S     -  4203 AX                                  046 34 18.6
 PQ1223:UTM  15      -  4203 AX                                  047 16 34.8
 PQ1223
 PQ1223|---------------------------------------------------------------------|
 PQ1223| PID    Reference Object                     Distance      Geod. Az  |
 PQ1223|                                                           dddmmss.s |
 PQ1223| DL4473 4203 AX                             APPROX. 1.0 KM 0452311.4 |
 PQ1223|---------------------------------------------------------------------|
 PQ1223
 PQ1223                          SUPERSEDED SURVEY CONTROL
 PQ1223
 PQ1223  NAD 83(1996)-  44 35 13.59391(N)    095 41 27.89452(W) AD(       ) 1
 PQ1223  ELLIP H (10/29/04)  304.328  (m)                       GP(       ) 4 1
 PQ1223  NAVD 88 (09/09/09)  331.35   (m)         1087.1    (f) LEVELING    3  
 PQ1223  NAVD 88 (10/29/04)  331.3    (m)  GEOID03 model used   GPS OBS        
 PQ1223  NAVD 88 (06/15/91)  331.345  (m)         1087.09   (f) SUPERSEDED  1 2
 PQ1223
 PQ1223.Superseded values are not recommended for survey control.
 PQ1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1223.See file dsdata.txt to determine how the superseded data were derived.
 PQ1223
 PQ1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8638240608(NAD 83)
 PQ1223
 PQ1223_MARKER: DV = VERTICAL CONTROL DISK
 PQ1223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1223_SP_SET: ALUMINUM ALLOY ROD
 PQ1223_STAMPING: 4203 AT 1987
 PQ1223_MARK LOGO: MNDT  
 PQ1223_PROJECTION: FLUSH
 PQ1223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1223+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ1223_ROD/PIPE-DEPTH:  6.1 meters
 PQ1223
 PQ1223  HISTORY     - Date     Condition        Report By
 PQ1223  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1223  HISTORY     - 19900811 GOOD             NGS
 PQ1223  HISTORY     - 20030818 GOOD             MNDT
 PQ1223  HISTORY     - 20060807 GOOD             MNDT
 PQ1223  HISTORY     - 20080624 GOOD             MNDT
 PQ1223
 PQ1223                          STATION DESCRIPTION
 PQ1223
 PQ1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1223'1.6 KM (1.0 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 23 FROM THE
 PQ1223'JUNCTION OF COUNTY ROAD 9 IN COTTONWOOD, 58.4 M (191.6 FT) NORTH OF
 PQ1223'THE CENTER OF COUNTY ROAD 24, 26.3 M (86.3 FT) SOUTHEAST OF THE
 PQ1223'HIGHWAY CENTERLINE, 33.5 M (109.9 FT) NORTHEAST OF A UTILITY POLE
 PQ1223'WITH 2 GUY WIRES, 4.6 M (15.1 FT) SOUTHWEST OF A STEEL POST, 0.8 M
 PQ1223'(2.6 FT) NORTHEAST OF A RIGHT-OF-WAY POST, 0.5 M (1.6 FT) ABOVE THE
 PQ1223'LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS POST.
 PQ1223'NOTE--THE ROD IS ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE
 PQ1223'GROUND SURFACE.
 PQ1223
 PQ1223                          STATION RECOVERY (2003)
 PQ1223
 PQ1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1223'0.6 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK
 PQ1223'HIGHWAY 23 AND COUNTY ROAD 32 (1.0 MILE SOUTHWEST OF COTTONWOOD), AT
 PQ1223'TRUNK HIGHWAY 23 MILEPOST 85.8, 86.3 FEET EAST-SOUTHEAST OF TRUNK
 PQ1223'HIGHWAY 23, 192 FEET NORTH-NORTHEAST OF COUNTY ROAD 24, 110 FEET
 PQ1223'NORTH-NORTHEAST OF POWER POLE WITH 2 GUY WIRES, 14.8 FEET SOUTHWEST OF
 PQ1223'STEEL FENCE POST, 2.7 FEET NORTHEAST OF RIGHT OF WAY POST, 1.2 FEET
 PQ1223'SOUTHWEST OF WITNESS POST
 PQ1223
 PQ1223                          STATION RECOVERY (2006)
 PQ1223
 PQ1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1223'RECOVERED AS DESCRIBED.
 PQ1223
 PQ1223                          STATION RECOVERY (2008)
 PQ1223
 PQ1223'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1223'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1223'THE MARK IS 0.6 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF
 PQ1223'TRUNK HIGHWAY 23 AND COUNTY ROAD 32 (1.0 MILE SOUTHWEST OF
 PQ1223'COTTONWOOD), AT TRUNK HIGHWAY 23 MILEPOINT 85.8, 86.3 FEET
 PQ1223'EAST-SOUTHEAST OF TRUNK HIGHWAY 23, 192 FEET NORTH-NORTHEAST OF COUNTY
 PQ1223'ROAD 24, 110 FEET NORTH-NORTHEAST OF POWER POLE WITH 2 GUY WIRES, 14.8
 PQ1223'FEET SOUTHWEST OF STEEL FENCE POST, 2.7 FEET NORTHEAST OF RIGHT-OF-WAY
 PQ1223'POST, 1.2 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4749 ***********************************************************************
 DM4749  DESIGNATION -  4203 AT 1
 DM4749  PID         -  DM4749
 DM4749  STATE/COUNTY-  MN/LYON
 DM4749  COUNTRY     -  US
 DM4749  USGS QUAD   -  COTTONWOOD (1962)
 DM4749
 DM4749                         *CURRENT SURVEY CONTROL
 DM4749  ______________________________________________________________________
 DM4749* NAD 83(1986) POSITION- 44 35 12.6    (N) 095 38 40.0    (W)   HD_HELD2  
 DM4749* NAVD 88 ORTHO HEIGHT -   327.108  (meters)    1073.19  (feet) ADJUSTED  
 DM4749  ______________________________________________________________________
 DM4749  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DM4749  DYNAMIC HEIGHT  -        327.060 (meters)     1073.03  (feet) COMP
 DM4749  MODELED GRAVITY -    980,462.0   (mgal)                       NAVD 88
 DM4749
 DM4749  VERT ORDER      -  SECOND    CLASS I
 DM4749
 DM4749.The horizontal coordinates were established by autonomous hand held GPS
 DM4749.observations and have an estimated accuracy of +/- 10 meters.
 DM4749.
 DM4749.The orthometric height was determined by differential leveling and
 DM4749.adjusted in June 2011.
 DM4749
 DM4749.The dynamic height is computed by dividing the NAVD 88
 DM4749.geopotential number by the normal gravity value computed on the
 DM4749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4749.degrees latitude (g = 980.6199 gals.).
 DM4749
 DM4749.The modeled gravity was interpolated from observed gravity values.
 DM4749
 DM4749;                    North         East    Units  Estimated Accuracy
 DM4749;SPC MN S     -   277,629.      669,431.      MT  (+/- 10 meters HH2 GPS)
 DM4749
 DM4749                          SUPERSEDED SURVEY CONTROL
 DM4749
 DM4749.No superseded survey control is available for this station.
 DM4749
 DM4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9008340456(NAD 83)
 DM4749
 DM4749_MARKER: DD = SURVEY DISK
 DM4749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4749_STAMPING: 4203 AT 1 2006
 DM4749_MARK LOGO: MNDT  
 DM4749_PROJECTION: FLUSH
 DM4749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4749+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2006
 DM4749_ROD/PIPE-DEPTH: 13.7 meters
 DM4749
 DM4749  HISTORY     - Date     Condition        Report By
 DM4749  HISTORY     - 20060821 MONUMENTED       MNDT
 DM4749
 DM4749                          STATION DESCRIPTION
 DM4749
 DM4749'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4749'THE STATION IS LOCATED ABOUT 11.2 KM (7.0 MI) SOUTHWEST OF WOOD LAKE,
 DM4749'11.1 KM (6.9 MI) NORTHEAST OF GREEN VALLEY AND 3.4 KM (2.1 MI)
 DM4749'SOUTHEAST OF COTTONWOOD.
 DM4749' 
 DM4749'THE MARK IS 2.2 MI (3.5 KM) SOUTHEAST OF COTTONWOOD, 2.4 MI (3.9 KM)
 DM4749'EAST ALONG COUNTY ROAD 24 FROM THE JUNCTION OF COUNTY ROAD 24 AND
 DM4749'TRUNK HIGHWAY 23 IN COTTONWOOD, AT TRUNK HIGHWAY 23 MILE POINT 85.8,
 DM4749'45.3 FT (13.8 M) EAST OF COUNTY ROAD 75, 31.2 FT (9.5 M) SOUTH OF
 DM4749'COUNTY ROAD 24, 12.1 FT (3.7 M) EAST OF POWER POLE, 11.1 FT (3.4 M)
 DM4749'WEST OF WOODEN WILDLIFE AREA SIGN POST, 1.0 FT (0.3 M) EAST OF A
 DM4749'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4468 ***********************************************************************
 DL4468  DESIGNATION -  4203 AT 2
 DL4468  PID         -  DL4468
 DL4468  STATE/COUNTY-  MN/LYON
 DL4468  COUNTRY     -  US
 DL4468  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 DL4468
 DL4468                         *CURRENT SURVEY CONTROL
 DL4468  ______________________________________________________________________
 DL4468* NAD 83(2007) POSITION- 44 35 11.14299(N) 095 36 47.60844(W)   ADJUSTED  
 DL4468* NAD 83(2007) ELLIP HT-   300.091 (meters)        (09/09/09)   ADJUSTED
 DL4468* NAD 83(2007) EPOCH   -  2002.00
 DL4468* NAVD 88 ORTHO HEIGHT -   327.247  (meters)    1073.64  (feet) ADJUSTED  
 DL4468  ______________________________________________________________________
 DL4468  NAD 83(2007) X  -   -445,065.474 (meters)                     COMP
 DL4468  NAD 83(2007) Y  - -4,528,366.312 (meters)                     COMP
 DL4468  NAD 83(2007) Z  -  4,454,943.964 (meters)                     COMP
 DL4468  LAPLACE CORR    -         -3.11  (seconds)                    DEFLEC09
 DL4468  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DL4468  DYNAMIC HEIGHT  -        327.198 (meters)     1073.48  (feet) COMP
 DL4468  MODELED GRAVITY -    980,459.3   (mgal)                       NAVD 88
 DL4468
 DL4468  HORZ ORDER      -  FIRST
 DL4468  VERT ORDER      -  SECOND    CLASS I
 DL4468  ELLP ORDER      -  SECOND    CLASS I
 DL4468
 DL4468.The horizontal coordinates were established by GPS observations
 DL4468.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4468
 DL4468.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4468.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4468
 DL4468.The horizontal coordinates are valid at the epoch date displayed above
 DL4468.which is a decimal equivalence of Year/Month/Day.
 DL4468
 DL4468.The orthometric height was determined by differential leveling and
 DL4468.adjusted in June 2011.
 DL4468
 DL4468.Photographs are available for this station.
 DL4468
 DL4468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4468
 DL4468.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4468
 DL4468.The ellipsoidal height was determined by GPS observations
 DL4468.and is referenced to NAD 83.
 DL4468
 DL4468.The dynamic height is computed by dividing the NAVD 88
 DL4468.geopotential number by the normal gravity value computed on the
 DL4468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4468.degrees latitude (g = 980.6199 gals.).
 DL4468
 DL4468.The modeled gravity was interpolated from observed gravity values.
 DL4468
 DL4468. The following values were computed from the NAD 83(2007) position.
 DL4468
 DL4468;                    North         East     Units Scale Factor Converg.
 DL4468;SPC MN S     -   277,534.416   671,908.802   MT  0.99992314   -1 07 50.7
 DL4468;SPC MN S     -   910,544.16  2,204,420.79   sFT  0.99992314   -1 07 50.7
 DL4468;UTM  15      - 4,940,331.500   292,560.526   MT  1.00012920   -1 50 06.3
 DL4468
 DL4468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4468!SPC MN S     -   0.99995295  x   0.99992314  =   0.99987609
 DL4468!UTM  15      -   0.99995295  x   1.00012920  =   1.00008214
 DL4468
 DL4468                          SUPERSEDED SURVEY CONTROL
 DL4468
 DL4468  NAVD 88 (09/09/09)  327.25   (m)         1073.7    (f) LEVELING    3  
 DL4468
 DL4468.Superseded values are not recommended for survey control.
 DL4468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4468.See file dsdata.txt to determine how the superseded data were derived.
 DL4468
 DL4468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9256040331(NAD 83)
 DL4468
 DL4468_MARKER: DD = SURVEY DISK
 DL4468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4468_STAMPING: 4203 AT 2 2006
 DL4468_MARK LOGO: MNDT  
 DL4468_PROJECTION: FLUSH
 DL4468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4468+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 DL4468_ROD/PIPE-DEPTH:  7.6 meters
 DL4468
 DL4468  HISTORY     - Date     Condition        Report By
 DL4468  HISTORY     - 2006     MONUMENTED       MNDT
 DL4468  HISTORY     - 20060802 GOOD             MNDT
 DL4468
 DL4468                          STATION DESCRIPTION
 DL4468
 DL4468'DESCRIBED BY MN DEPT OF TRANSP 2006 (KMS)
 DL4468'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4468'THE MARK IS 3.5 MILES SOUTHEAST OF COTTONWOOD, 3.9 MILES EAST ALONG
 DL4468'COUNTY ROAD 24 FROM THE JUNCTION OF COUNTY ROIAD 24 AND TRUNK HIGHWAY
 DL4468'23 IN COTTONWOOD, AT TRUNK HIGHWAY 23 MILEPOINT 85.8, 87.1 FEET
 DL4468'SOUTHWEST OF SOUTHERN MOST POLE OF DOUBLE POWER POLES, 22.8 FEET EAST
 DL4468'OF FIELD ENTRANCE, 17.0 FEET SOUTH OF COUNTY ROAD 24, 1.0 FOOT WEST OF
 DL4468'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4748 ***********************************************************************
 DM4748  DESIGNATION -  4203 AT 3
 DM4748  PID         -  DM4748
 DM4748  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4748  COUNTRY     -  US
 DM4748  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 DM4748
 DM4748                         *CURRENT SURVEY CONTROL
 DM4748  ______________________________________________________________________
 DM4748* NAD 83(1986) POSITION- 44 35 10.0    (N) 095 34 43.1    (W)   HD_HELD2  
 DM4748* NAVD 88 ORTHO HEIGHT -   323.213  (meters)    1060.41  (feet) ADJUSTED  
 DM4748  ______________________________________________________________________
 DM4748  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DM4748  DYNAMIC HEIGHT  -        323.164 (meters)     1060.25  (feet) COMP
 DM4748  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 DM4748
 DM4748  VERT ORDER      -  SECOND    CLASS I
 DM4748
 DM4748.The horizontal coordinates were established by autonomous hand held GPS
 DM4748.observations and have an estimated accuracy of +/- 10 meters.
 DM4748.
 DM4748.The orthometric height was determined by differential leveling and
 DM4748.adjusted in June 2011.
 DM4748
 DM4748.The dynamic height is computed by dividing the NAVD 88
 DM4748.geopotential number by the normal gravity value computed on the
 DM4748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4748.degrees latitude (g = 980.6199 gals.).
 DM4748
 DM4748.The modeled gravity was interpolated from observed gravity values.
 DM4748
 DM4748;                    North         East    Units  Estimated Accuracy
 DM4748;SPC MN S     -   277,446.      674,654.      MT  (+/- 10 meters HH2 GPS)
 DM4748
 DM4748                          SUPERSEDED SURVEY CONTROL
 DM4748
 DM4748.No superseded survey control is available for this station.
 DM4748
 DM4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9530440208(NAD 83)
 DM4748
 DM4748_MARKER: DD = SURVEY DISK
 DM4748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4748_STAMPING: 4203 AT 3 2006
 DM4748_MARK LOGO: MNDT  
 DM4748_PROJECTION: FLUSH
 DM4748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4748+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DM4748_ROD/PIPE-DEPTH:  7.6 meters
 DM4748
 DM4748  HISTORY     - Date     Condition        Report By
 DM4748  HISTORY     - 20061102 MONUMENTED       MNDT
 DM4748
 DM4748                          STATION DESCRIPTION
 DM4748
 DM4748'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4748'THE STATION IS LOCATED ABOUT 13.3 KM (8.3 MI) WEST-SOUTHWEST OF ECHO,
 DM4748'8.1 KM (5.0 MI) SOUTH-SOUTHWEST OF WOOD LAKE AND 8.0 KM (5.0 MI)
 DM4748'EAST-SOUTHEAST OF COTTONWOOD.
 DM4748' 
 DM4748'THE MARK IS 5.0 MI (8.0 KM) SOUTHWEST OF WOOD LAKE, 4.65 MI (7.5 KM)
 DM4748'SOUTH ALONG COUNTY ROAD 6 FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK
 DM4748'HIGHWAY 274 IN WOOD LAKE, THENCE 1.7 MI (2.7 KM) WEST ON COUNTY ROAD
 DM4748'26, 43.1 FT (13.1 M) SOUTH OF COUNTY ROAD 26, 27.2 FT (8.3 M) EAST OF
 DM4748'A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4469 ***********************************************************************
 DL4469  DESIGNATION -  4203 AT 4
 DL4469  PID         -  DL4469
 DL4469  STATE/COUNTY-  MN/YELLOW MEDICINE
 DL4469  COUNTRY     -  US
 DL4469  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 DL4469
 DL4469                         *CURRENT SURVEY CONTROL
 DL4469  ______________________________________________________________________
 DL4469* NAD 83(2007) POSITION- 44 35 08.59335(N) 095 32 40.07315(W)   ADJUSTED  
 DL4469* NAD 83(2007) ELLIP HT-   298.642 (meters)        (09/09/09)   ADJUSTED
 DL4469* NAD 83(2007) EPOCH   -  2002.00
 DL4469* NAVD 88 ORTHO HEIGHT -   325.881  (meters)    1069.16  (feet) ADJUSTED  
 DL4469  ______________________________________________________________________
 DL4469  NAD 83(2007) X  -   -439,635.969 (meters)                     COMP
 DL4469  NAD 83(2007) Y  - -4,528,951.131 (meters)                     COMP
 DL4469  NAD 83(2007) Z  -  4,454,886.893 (meters)                     COMP
 DL4469  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC09
 DL4469  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DL4469  DYNAMIC HEIGHT  -        325.831 (meters)     1069.00  (feet) COMP
 DL4469  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 DL4469
 DL4469  HORZ ORDER      -  FIRST
 DL4469  VERT ORDER      -  SECOND    CLASS I
 DL4469  ELLP ORDER      -  SECOND    CLASS I
 DL4469
 DL4469.The horizontal coordinates were established by GPS observations
 DL4469.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4469
 DL4469.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4469.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4469
 DL4469.The horizontal coordinates are valid at the epoch date displayed above
 DL4469.which is a decimal equivalence of Year/Month/Day.
 DL4469
 DL4469.The orthometric height was determined by differential leveling and
 DL4469.adjusted in June 2011.
 DL4469
 DL4469.Photographs are available for this station.
 DL4469
 DL4469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4469
 DL4469.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4469
 DL4469.The ellipsoidal height was determined by GPS observations
 DL4469.and is referenced to NAD 83.
 DL4469
 DL4469.The dynamic height is computed by dividing the NAVD 88
 DL4469.geopotential number by the normal gravity value computed on the
 DL4469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4469.degrees latitude (g = 980.6199 gals.).
 DL4469
 DL4469.The modeled gravity was interpolated from observed gravity values.
 DL4469
 DL4469. The following values were computed from the NAD 83(2007) position.
 DL4469
 DL4469;                    North         East     Units Scale Factor Converg.
 DL4469;SPC MN S     -   277,350.283   677,366.229   MT  0.99992312   -1 04 57.2
 DL4469;SPC MN S     -   909,940.05  2,222,325.70   sFT  0.99992312   -1 04 57.2
 DL4469;UTM  15      - 4,940,080.253   298,016.326   MT  1.00010173   -1 47 12.3
 DL4469
 DL4469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4469!SPC MN S     -   0.99995318  x   0.99992312  =   0.99987630
 DL4469!UTM  15      -   0.99995318  x   1.00010173  =   1.00005490
 DL4469
 DL4469                          SUPERSEDED SURVEY CONTROL
 DL4469
 DL4469  NAVD 88 (09/09/09)  325.88   (m)         1069.2    (f) LEVELING    3  
 DL4469
 DL4469.Superseded values are not recommended for survey control.
 DL4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4469.See file dsdata.txt to determine how the superseded data were derived.
 DL4469
 DL4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9801640080(NAD 83)
 DL4469
 DL4469_MARKER: DD = SURVEY DISK
 DL4469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4469_STAMPING: 4203 AT 4 2006
 DL4469_MARK LOGO: MNDT  
 DL4469_PROJECTION: FLUSH
 DL4469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4469+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 DL4469_ROD/PIPE-DEPTH:  7.6 meters
 DL4469
 DL4469  HISTORY     - Date     Condition        Report By
 DL4469  HISTORY     - 2006     MONUMENTED       MNDT
 DL4469  HISTORY     - 20060802 GOOD             MNDT
 DL4469  HISTORY     - 20080717 GOOD             MNDT
 DL4469
 DL4469                          STATION DESCRIPTION
 DL4469
 DL4469'DESCRIBED BY MN DEPT OF TRANSP 2006 (KMS)
 DL4469'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4469'THE MARK IS 4.5 MILES SOUTH OF WOOD LAKE, 4.65 MILE SOUTH ALONG COUNTY
 DL4469'ROAD 6 (550TH STREET) FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK
 DL4469'HIGHWAY 274, 69.3 FEET NORTHEAST OF NORTHEAST CORNER OF TOWN HALL,
 DL4469'48.7 FEET WEST OF 550TH STREET(COUNTY ROAD 6), 47.2 FEET SOUTH OF
 DL4469'130TH AVENUE(COUNTY ROAD 26), 6 FEET EAST OF POWER POLE WITH ONE GUY
 DL4469'WIRE, 6.8 FEET EAST OF WITNESS POST.
 DL4469
 DL4469                          STATION RECOVERY (2008)
 DL4469
 DL4469'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DL4469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4508 ***********************************************************************
 DM4508  DESIGNATION -  4203 AT 5
 DM4508  PID         -  DM4508
 DM4508  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4508  COUNTRY     -  US
 DM4508  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 DM4508
 DM4508                         *CURRENT SURVEY CONTROL
 DM4508  ______________________________________________________________________
 DM4508* NAD 83(1986) POSITION- 44 34 15.8    (N) 095 32 01.4    (W)   HD_HELD2  
 DM4508* NAVD 88 ORTHO HEIGHT -   326.093  (meters)    1069.86  (feet) ADJUSTED  
 DM4508  ______________________________________________________________________
 DM4508  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DM4508  DYNAMIC HEIGHT  -        326.043 (meters)     1069.69  (feet) COMP
 DM4508  MODELED GRAVITY -    980,454.8   (mgal)                       NAVD 88
 DM4508
 DM4508  VERT ORDER      -  SECOND    CLASS I
 DM4508
 DM4508.The horizontal coordinates were established by autonomous hand held GPS
 DM4508.observations and have an estimated accuracy of +/- 10 meters.
 DM4508.
 DM4508.The orthometric height was determined by differential leveling and
 DM4508.adjusted in June 2011.
 DM4508
 DM4508.Photographs are available for this station.
 DM4508
 DM4508.The dynamic height is computed by dividing the NAVD 88
 DM4508.geopotential number by the normal gravity value computed on the
 DM4508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4508.degrees latitude (g = 980.6199 gals.).
 DM4508
 DM4508.The modeled gravity was interpolated from observed gravity values.
 DM4508
 DM4508;                    North         East    Units  Estimated Accuracy
 DM4508;SPC MN S     -   275,705.      678,189.      MT  (+/- 10 meters HH2 GPS)
 DM4508
 DM4508                          SUPERSEDED SURVEY CONTROL
 DM4508
 DM4508.No superseded survey control is available for this station.
 DM4508
 DM4508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9881838424(NAD 83)
 DM4508
 DM4508_MARKER: DD = SURVEY DISK
 DM4508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4508_STAMPING: 4203 AT 5 2006
 DM4508_MARK LOGO: MNDT  
 DM4508_PROJECTION: FLUSH
 DM4508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4508+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2008
 DM4508_ROD/PIPE-DEPTH:  6.1 meters
 DM4508
 DM4508  HISTORY     - Date     Condition        Report By
 DM4508  HISTORY     - 2006     MONUMENTED       MNDT
 DM4508  HISTORY     - 20080717 GOOD             MNDT
 DM4508
 DM4508                          STATION DESCRIPTION
 DM4508
 DM4508'DESCRIBED BY MN DEPT OF TRANSP 2008 (DAS)
 DM4508'THE MARK IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF
 DM4508'COTTONWOOD, 6.6 MI (10.6 KM) WEST-SOUTHWEST OF ECHO AND 5.6 MI (9.0
 DM4508'KM) SOUTH OF WOOD LAKE, MINNESOTA.
 DM4508' 
 DM4508'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 67 AND COUNTY
 DM4508'ROAD 20 IN ECHO, GO 3.0 MI (4.8 KM) SOUTH ALONG TRUNK HIGHWAY 67 TO
 DM4508'MILE POINT 52.80, THENCE 5.0 MI (8.0 KM) WEST ON COUNTY ROAD A4 TO
 DM4508'COUNTY ROAD A7, THENCE 0.5 MI (0.8 KM) WEST TO THE MARK ON THE RIGHT.
 DM4508' 
 DM4508'THE MARK IS FOUND 33.7 FT (10.3 M) NORTH OF 120TH AVENUE AND 1.6 FT
 DM4508'(0.5 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4747 ***********************************************************************
 DM4747  DESIGNATION -  4203 AT 6
 DM4747  PID         -  DM4747
 DM4747  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4747  COUNTRY     -  US
 DM4747  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 DM4747
 DM4747                         *CURRENT SURVEY CONTROL
 DM4747  ______________________________________________________________________
 DM4747* NAD 83(1986) POSITION- 44 34 14.9    (N) 095 30 12.1    (W)   HD_HELD2  
 DM4747* NAVD 88 ORTHO HEIGHT -   324.116  (meters)    1063.37  (feet) ADJUSTED  
 DM4747  ______________________________________________________________________
 DM4747  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DM4747  DYNAMIC HEIGHT  -        324.066 (meters)     1063.21  (feet) COMP
 DM4747  MODELED GRAVITY -    980,455.8   (mgal)                       NAVD 88
 DM4747
 DM4747  VERT ORDER      -  SECOND    CLASS I
 DM4747
 DM4747.The horizontal coordinates were established by autonomous hand held GPS
 DM4747.observations and have an estimated accuracy of +/- 10 meters.
 DM4747.
 DM4747.The orthometric height was determined by differential leveling and
 DM4747.adjusted in June 2011.
 DM4747
 DM4747.The dynamic height is computed by dividing the NAVD 88
 DM4747.geopotential number by the normal gravity value computed on the
 DM4747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4747.degrees latitude (g = 980.6199 gals.).
 DM4747
 DM4747.The modeled gravity was interpolated from observed gravity values.
 DM4747
 DM4747;                    North         East    Units  Estimated Accuracy
 DM4747;SPC MN S     -   275,632.      680,599.      MT  (+/- 10 meters HH2 GPS)
 DM4747
 DM4747                          SUPERSEDED SURVEY CONTROL
 DM4747
 DM4747.No superseded survey control is available for this station.
 DM4747
 DM4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0122838322(NAD 83)
 DM4747
 DM4747_MARKER: DD = SURVEY DISK
 DM4747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4747_STAMPING: 4203 AT 6 2006
 DM4747_MARK LOGO: MNDT  
 DM4747_PROJECTION: FLUSH
 DM4747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4747+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DM4747_ROD/PIPE-DEPTH:  4.6 meters
 DM4747
 DM4747  HISTORY     - Date     Condition        Report By
 DM4747  HISTORY     - 20061102 MONUMENTED       MNDT
 DM4747
 DM4747                          STATION DESCRIPTION
 DM4747
 DM4747'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4747'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) EAST-SOUTHEAST OF
 DM4747'COTTONWOOD, 9.5 KM (5.9 MI) SOUTH-SOUTHEAST OF WOOD LAKE AND 8.6 KM
 DM4747'(5.3 MI) SOUTHWEST OF ECHO.
 DM4747' 
 DM4747'THE MARK IS 4.5 MI (7.2 KM) SOUTHWEST OF ECHO, 3.0 MI (4.8 KM) SOUTH
 DM4747'ALONG TRUNK HIGHWAY 67 FROM THE JUNCTION OF TRUNK HIGHWAY 67 AND
 DM4747'COUNTY ROAD 1 IN ECHO TO TRUNK HIGHWAY 67 MILE POINT 52.80, THENCE
 DM4747'4.10 MI (6.6 KM) WEST ON 120TH AVENUE, 75.4 FT (23.0 M) SOUTH OF 120TH
 DM4747'AVENUE, 33.5 FT (10.2 M) WEST OF 570TH STREET, 6.1 FT (1.9 M) NORTH OF
 DM4747'TELEPHONE PEDESTAL NUMBER SE 15 LP 7, 1.4 FT (0.4 M) EAST OF A WITNESS
 DM4747'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4746 ***********************************************************************
 DM4746  DESIGNATION -  4203 AT 7
 DM4746  PID         -  DM4746
 DM4746  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4746  COUNTRY     -  US
 DM4746  USGS QUAD   -  ECHO (1965)
 DM4746
 DM4746                         *CURRENT SURVEY CONTROL
 DM4746  ______________________________________________________________________
 DM4746* NAD 83(1986) POSITION- 44 34 15.7    (N) 095 28 17.6    (W)   HD_HELD2  
 DM4746* NAVD 88 ORTHO HEIGHT -   320.815  (meters)    1052.54  (feet) ADJUSTED  
 DM4746  ______________________________________________________________________
 DM4746  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DM4746  DYNAMIC HEIGHT  -        320.766 (meters)     1052.38  (feet) COMP
 DM4746  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 DM4746
 DM4746  VERT ORDER      -  SECOND    CLASS I
 DM4746
 DM4746.The horizontal coordinates were established by autonomous hand held GPS
 DM4746.observations and have an estimated accuracy of +/- 10 meters.
 DM4746.
 DM4746.The orthometric height was determined by differential leveling and
 DM4746.adjusted in June 2011.
 DM4746
 DM4746.The dynamic height is computed by dividing the NAVD 88
 DM4746.geopotential number by the normal gravity value computed on the
 DM4746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4746.degrees latitude (g = 980.6199 gals.).
 DM4746
 DM4746.The modeled gravity was interpolated from observed gravity values.
 DM4746
 DM4746;                    North         East    Units  Estimated Accuracy
 DM4746;SPC MN S     -   275,611.      683,125.      MT  (+/- 10 meters HH2 GPS)
 DM4746
 DM4746                          SUPERSEDED SURVEY CONTROL
 DM4746
 DM4746.No superseded survey control is available for this station.
 DM4746
 DM4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0375438270(NAD 83)
 DM4746
 DM4746_MARKER: DD = SURVEY DISK
 DM4746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4746_STAMPING: 4203 AT 7 2006
 DM4746_MARK LOGO: MNDT  
 DM4746_PROJECTION: FLUSH
 DM4746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4746+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DM4746_ROD/PIPE-DEPTH:  9.1 meters
 DM4746
 DM4746  HISTORY     - Date     Condition        Report By
 DM4746  HISTORY     - 20061102 MONUMENTED       MNDT
 DM4746
 DM4746                          STATION DESCRIPTION
 DM4746
 DM4746'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4746'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) WEST-SOUTHWEST OF
 DM4746'BELVIEW, 10.5 KM (6.5 MI) SOUTH-SOUTHEAST OF WOOD LAKE AND 6.7 KM (4.2
 DM4746'MI) SOUTHWEST OF ECHO.
 DM4746' 
 DM4746'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF ECHO, 3.0 MI (4.8 KM) SOUTH
 DM4746'ALONG TRUNK HIGHWAY 67 FROM THE JUNCTION OF TRUNK HIGHWAY 67 AND
 DM4746'COUNTY ROAD 1 IN ECHO TO TRUNK HIGHWAY 67 MILE POINT 52.80, THENCE
 DM4746'2.45 MI (3.9 KM) WEST ON 120TH AVENUE, 41.6 FT (12.7 M) NORTH OF 120TH
 DM4746'AVENUE, 28.4 FT (8.7 M) WEST OF A FIELD ENTRANCE, 1.5 FT (0.5 M) SOUTH
 DM4746'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4745 ***********************************************************************
 DM4745  DESIGNATION -  4203 AT 8
 DM4745  PID         -  DM4745
 DM4745  STATE/COUNTY-  MN/YELLOW MEDICINE
 DM4745  COUNTRY     -  US
 DM4745  USGS QUAD   -  ECHO (1965)
 DM4745
 DM4745                         *CURRENT SURVEY CONTROL
 DM4745  ______________________________________________________________________
 DM4745* NAD 83(1986) POSITION- 44 34 14.6    (N) 095 26 29.5    (W)   HD_HELD2  
 DM4745* NAVD 88 ORTHO HEIGHT -   323.915  (meters)    1062.71  (feet) ADJUSTED  
 DM4745  ______________________________________________________________________
 DM4745  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DM4745  DYNAMIC HEIGHT  -        323.866 (meters)     1062.55  (feet) COMP
 DM4745  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 DM4745
 DM4745  VERT ORDER      -  SECOND    CLASS I
 DM4745
 DM4745.The horizontal coordinates were established by autonomous hand held GPS
 DM4745.observations and have an estimated accuracy of +/- 10 meters.
 DM4745.
 DM4745.The orthometric height was determined by differential leveling and
 DM4745.adjusted in June 2011.
 DM4745
 DM4745.The dynamic height is computed by dividing the NAVD 88
 DM4745.geopotential number by the normal gravity value computed on the
 DM4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4745.degrees latitude (g = 980.6199 gals.).
 DM4745
 DM4745.The modeled gravity was interpolated from observed gravity values.
 DM4745
 DM4745;                    North         East    Units  Estimated Accuracy
 DM4745;SPC MN S     -   275,535.      685,509.      MT  (+/- 10 meters HH2 GPS)
 DM4745
 DM4745                          SUPERSEDED SURVEY CONTROL
 DM4745
 DM4745.No superseded survey control is available for this station.
 DM4745
 DM4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK0613738164(NAD 83)
 DM4745
 DM4745_MARKER: DD = SURVEY DISK
 DM4745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4745_STAMPING: 4203 AT 8 2006
 DM4745_MARK LOGO: MNDT  
 DM4745_PROJECTION: RECESSED 8 CENTIMETERS
 DM4745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4745+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2006
 DM4745_ROD/PIPE-DEPTH:  4.6 meters
 DM4745
 DM4745  HISTORY     - Date     Condition        Report By
 DM4745  HISTORY     - 20061102 MONUMENTED       MNDT
 DM4745
 DM4745                          STATION DESCRIPTION
 DM4745
 DM4745'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4745'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) SOUTHEAST OF WOOD LAKE,
 DM4745'9.7 KM (6.0 MI) WEST-SOUTHWEST OF BELVIEW AND 5.5 KM (3.4 MI)
 DM4745'SOUTH-SOUTHWEST OF ECHO.
 DM4745' 
 DM4745'THE MARK IS 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF ECHO, 3.0 MI (4.8 KM)
 DM4745'SOUTH ALONG TRUNK HIGHWAY 67 FROM THE JUNCTION OF TRUNK HIGHWAY 67 AND
 DM4745'COUNTY ROAD 1 IN ECHO TO TRUNK HIGHWAY 67 MILE POINT 52.80, THENCE 1.0
 DM4745'MI (1.6 KM) WEST ON 120TH AVENUE, 118 FT (36.0 M) EAST OF 600TH
 DM4745'STREET, 47.0 FT (14.3 M) SOUTH OF 120TH AVENUE, 33.0 FT (10.1 M) EAST
 DM4745'OF A FIELD ENTRANCE, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4470 ***********************************************************************
 DL4470  DESIGNATION -  4203 AU
 DL4470  PID         -  DL4470
 DL4470  STATE/COUNTY-  MN/LYON
 DL4470  COUNTRY     -  US
 DL4470  USGS QUAD   -  MARSHALL (1994)
 DL4470
 DL4470                         *CURRENT SURVEY CONTROL
 DL4470  ______________________________________________________________________
 DL4470* NAD 83(2007) POSITION- 44 28 32.19065(N) 095 45 20.75859(W)   ADJUSTED  
 DL4470* NAD 83(2007) ELLIP HT-   318.271 (meters)        (09/09/09)   ADJUSTED
 DL4470* NAD 83(2007) EPOCH   -  2002.00
 DL4470* NAVD 88 ORTHO HEIGHT -   345.282  (meters)    1132.81  (feet) ADJUSTED  
 DL4470  ______________________________________________________________________
 DL4470  NAD 83(2007) X  -   -457,197.304 (meters)                     COMP
 DL4470  NAD 83(2007) Y  - -4,535,851.011 (meters)                     COMP
 DL4470  NAD 83(2007) Z  -  4,446,177.556 (meters)                     COMP
 DL4470  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC09
 DL4470  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DL4470  DYNAMIC HEIGHT  -        345.225 (meters)     1132.63  (feet) COMP
 DL4470  MODELED GRAVITY -    980,444.2   (mgal)                       NAVD 88
 DL4470
 DL4470  HORZ ORDER      -  FIRST
 DL4470  VERT ORDER      -  SECOND    CLASS I
 DL4470  ELLP ORDER      -  SECOND    CLASS I
 DL4470
 DL4470.The horizontal coordinates were established by GPS observations
 DL4470.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4470
 DL4470.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4470.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4470
 DL4470.The horizontal coordinates are valid at the epoch date displayed above
 DL4470.which is a decimal equivalence of Year/Month/Day.
 DL4470
 DL4470.The orthometric height was determined by differential leveling and
 DL4470.adjusted in June 2011.
 DL4470
 DL4470.Photographs are available for this station.
 DL4470
 DL4470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4470
 DL4470.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4470
 DL4470.The ellipsoidal height was determined by GPS observations
 DL4470.and is referenced to NAD 83.
 DL4470
 DL4470.The dynamic height is computed by dividing the NAVD 88
 DL4470.geopotential number by the normal gravity value computed on the
 DL4470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4470.degrees latitude (g = 980.6199 gals.).
 DL4470
 DL4470.The modeled gravity was interpolated from observed gravity values.
 DL4470
 DL4470. The following values were computed from the NAD 83(2007) position.
 DL4470
 DL4470;                    North         East     Units Scale Factor Converg.
 DL4470;SPC MN S     -   265,456.824   660,328.091   MT  0.99992214   -1 13 50.4
 DL4470;SPC MN S     -   870,919.60  2,166,426.41   sFT  0.99992214   -1 13 50.4
 DL4470;UTM  15      - 4,928,393.991   280,829.800   MT  1.00019077   -1 55 53.3
 DL4470
 DL4470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4470!SPC MN S     -   0.99995010  x   0.99992214  =   0.99987224
 DL4470!UTM  15      -   0.99995010  x   1.00019077  =   1.00014086
 DL4470
 DL4470:                Primary Azimuth Mark                     Grid Az
 DL4470:SPC MN S     -  4203 AL                                  357 27 50.8
 DL4470:UTM  15      -  4203 AL                                  358 09 53.7
 DL4470
 DL4470|---------------------------------------------------------------------|
 DL4470| PID    Reference Object                     Distance      Geod. Az  |
 DL4470|                                                           dddmmss.s |
 DL4470| PQ1215 4203 AL                             APPROX. 1.3 KM 3561400.4 |
 DL4470|---------------------------------------------------------------------|
 DL4470
 DL4470                          SUPERSEDED SURVEY CONTROL
 DL4470
 DL4470  NAVD 88 (09/09/09)  345.28   (m)         1132.8    (f) LEVELING    3  
 DL4470
 DL4470.Superseded values are not recommended for survey control.
 DL4470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL4470.See file dsdata.txt to determine how the superseded data were derived.
 DL4470
 DL4470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8082928393(NAD 83)
 DL4470
 DL4470_MARKER: DD = SURVEY DISK
 DL4470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4470_STAMPING: 4203 AU 2006
 DL4470_MARK LOGO: MNDT  
 DL4470_PROJECTION: FLUSH
 DL4470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4470+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4470_ROD/PIPE-DEPTH:  6.1 meters
 DL4470
 DL4470  HISTORY     - Date     Condition        Report By
 DL4470  HISTORY     - 2006     MONUMENTED       MNDT
 DL4470
 DL4470                          STATION DESCRIPTION
 DL4470
 DL4470'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4470'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4470'THE MARK IS 2.5 MILES NORTH OF MARSHALL, 1.75 MILES NORTH ALONG TRUNK
 DL4470'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY
 DL4470'19/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 23 MILEPOINT 76.8,
 DL4470'235 FEET NORTH OF DRIVEWAY, 76 FEET EAST OF TRUNK HIGHWAY 23, 18 FEET
 DL4470'WEST OF FRONTAGE ROAD, 9.0 FEET NORTH OF POWER POLE, 9.0 FEET NORTH OF
 DL4470'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4471 ***********************************************************************
 DL4471  DESIGNATION -  4203 AV
 DL4471  PID         -  DL4471
 DL4471  STATE/COUNTY-  MN/LYON
 DL4471  COUNTRY     -  US
 DL4471  USGS QUAD   -  MARSHALL (1994)
 DL4471
 DL4471                         *CURRENT SURVEY CONTROL
 DL4471  ______________________________________________________________________
 DL4471* NAD 83(2007) POSITION- 44 26 36.41559(N) 095 45 38.88742(W)   ADJUSTED  
 DL4471* NAD 83(2007) ELLIP HT-   326.158 (meters)        (09/09/09)   ADJUSTED
 DL4471* NAD 83(2007) EPOCH   -  2002.00
 DL4471* NAVD 88 ORTHO HEIGHT -   353.14   (meters)    1158.6   (feet) LEVELING  
 DL4471  ______________________________________________________________________
 DL4471  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DL4471  NAD 83(2007) X  -   -457,847.780 (meters)                     COMP
 DL4471  NAD 83(2007) Y  - -4,538,306.884 (meters)                     COMP
 DL4471  NAD 83(2007) Z  -  4,443,632.290 (meters)                     COMP
 DL4471  LAPLACE CORR    -         -3.24  (seconds)                    DEFLEC09
 DL4471  HORZ ORDER      -  FIRST
 DL4471  VERT ORDER      -  THIRD ?
 DL4471  ELLP ORDER      -  SECOND    CLASS I
 DL4471
 DL4471.The horizontal coordinates were established by GPS observations
 DL4471.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4471
 DL4471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4471.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4471
 DL4471.The horizontal coordinates are valid at the epoch date displayed above
 DL4471.which is a decimal equivalence of Year/Month/Day.
 DL4471
 DL4471.The orthometric height was determined by differential leveling.
 DL4471.The vertical network tie was performed by a horz. field party for horz.
 DL4471.obs reductions. Reset procedures were used to establish the elevation.
 DL4471
 DL4471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4471
 DL4471.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4471
 DL4471.The ellipsoidal height was determined by GPS observations
 DL4471.and is referenced to NAD 83.
 DL4471
 DL4471. The following values were computed from the NAD 83(2007) position.
 DL4471
 DL4471;                    North         East     Units Scale Factor Converg.
 DL4471;SPC MN S     -   261,892.918   659,850.587   MT  0.99992255   -1 14 03.1
 DL4471;SPC MN S     -   859,227.02  2,164,859.80   sFT  0.99992255   -1 14 03.1
 DL4471;UTM  15      - 4,924,835.227   280,308.635   MT  1.00019359   -1 56 02.0
 DL4471
 DL4471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4471!SPC MN S     -   0.99994886  x   0.99992255  =   0.99987142
 DL4471!UTM  15      -   0.99994886  x   1.00019359  =   1.00014244
 DL4471
 DL4471                          SUPERSEDED SURVEY CONTROL
 DL4471
 DL4471.No superseded survey control is available for this station.
 DL4471
 DL4471_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8030824835(NAD 83)
 DL4471
 DL4471_MARKER: I = METAL ROD
 DL4471_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4471_STAMPING: 4203 AV 2008
 DL4471_MARK LOGO: MNDT  
 DL4471_PROJECTION: FLUSH
 DL4471_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4471+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4471_ROD/PIPE-DEPTH:  9.1 meters
 DL4471
 DL4471  HISTORY     - Date     Condition        Report By
 DL4471  HISTORY     - 2008     MONUMENTED       MNDT
 DL4471
 DL4471                          STATION DESCRIPTION
 DL4471
 DL4471'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4471'THE MARK IS 0.85 MILE NORTHEAST OF MARSHALL, 0.85 MILE NORTHEAST ALONG
 DL4471'TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY
 DL4471'59 AND TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 23 MILEPOINT
 DL4471'74.50, 37.9 FEET NORTHWEST OF NORTHBOUND 23, 46.4 FEET SOUTHEAST OF
 DL4471'SOUTHBOUND 23, 89.0 FEET SOUTHWEST OF EAST LYONS STREET AND 270TH
 DL4471'STREET CROSS OVER, 1.2 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4472 ***********************************************************************
 DL4472  DESIGNATION -  4203 AW
 DL4472  PID         -  DL4472
 DL4472  STATE/COUNTY-  MN/LYON
 DL4472  COUNTRY     -  US
 DL4472  USGS QUAD   -  COTTONWOOD (1962)
 DL4472
 DL4472                         *CURRENT SURVEY CONTROL
 DL4472  ______________________________________________________________________
 DL4472* NAD 83(2007) POSITION- 44 36 09.01602(N) 095 39 55.94789(W)   ADJUSTED  
 DL4472* NAD 83(2007) ELLIP HT-   299.261 (meters)        (09/09/09)   ADJUSTED
 DL4472* NAD 83(2007) EPOCH   -  2002.00
 DL4472* NAVD 88 ORTHO HEIGHT -   326.30   (meters)    1070.5   (feet) LEVELING  
 DL4472  ______________________________________________________________________
 DL4472  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DL4472  NAD 83(2007) X  -   -449,076.237 (meters)                     COMP
 DL4472  NAD 83(2007) Y  - -4,526,709.307 (meters)                     COMP
 DL4472  NAD 83(2007) Z  -  4,456,215.533 (meters)                     COMP
 DL4472  LAPLACE CORR    -         -3.01  (seconds)                    DEFLEC09
 DL4472  HORZ ORDER      -  FIRST
 DL4472  VERT ORDER      -  THIRD ?
 DL4472  ELLP ORDER      -  SECOND    CLASS I
 DL4472
 DL4472.The horizontal coordinates were established by GPS observations
 DL4472.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4472
 DL4472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4472.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4472
 DL4472.The horizontal coordinates are valid at the epoch date displayed above
 DL4472.which is a decimal equivalence of Year/Month/Day.
 DL4472
 DL4472.The orthometric height was determined by differential leveling.
 DL4472.The vertical network tie was performed by a horz. field party for horz.
 DL4472.obs reductions. Reset procedures were used to establish the elevation.
 DL4472
 DL4472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4472
 DL4472.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4472
 DL4472.The ellipsoidal height was determined by GPS observations
 DL4472.and is referenced to NAD 83.
 DL4472
 DL4472. The following values were computed from the NAD 83(2007) position.
 DL4472
 DL4472;                    North         East     Units Scale Factor Converg.
 DL4472;SPC MN S     -   279,403.627   667,791.793   MT  0.99992359   -1 10 02.7
 DL4472;SPC MN S     -   916,676.73  2,190,913.57   sFT  0.99992359   -1 10 02.7
 DL4472;UTM  15      - 4,942,251.617   288,465.930   MT  1.00015030   -1 52 20.6
 DL4472
 DL4472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4472!SPC MN S     -   0.99995308  x   0.99992359  =   0.99987667
 DL4472!UTM  15      -   0.99995308  x   1.00015030  =   1.00010337
 DL4472
 DL4472:                Primary Azimuth Mark                     Grid Az
 DL4472:SPC MN S     -  4203 AE                                  300 40 49.7
 DL4472:UTM  15      -  4203 AE                                  301 23 07.6
 DL4472
 DL4472|---------------------------------------------------------------------|
 DL4472| PID    Reference Object                     Distance      Geod. Az  |
 DL4472|                                                           dddmmss.s |
 DL4472| PQ0455 4203 AE                             APPROX. 0.9 KM 2993047.0 |
 DL4472|---------------------------------------------------------------------|
 DL4472
 DL4472                          SUPERSEDED SURVEY CONTROL
 DL4472
 DL4472.No superseded survey control is available for this station.
 DL4472
 DL4472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8846542251(NAD 83)
 DL4472
 DL4472_MARKER: I = METAL ROD
 DL4472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4472_STAMPING: 4203 AW 2008
 DL4472_MARK LOGO: MNDT  
 DL4472_PROJECTION: RECESSED 5 CENTIMETERS
 DL4472_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4472+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4472_ROD/PIPE-DEPTH: 13.7 meters
 DL4472
 DL4472  HISTORY     - Date     Condition        Report By
 DL4472  HISTORY     - 2008     MONUMENTED       MNDT
 DL4472
 DL4472                          STATION DESCRIPTION
 DL4472
 DL4472'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4472'THE MARK IS 0.5 MILE SOUTHEAST OF COTTONWOOD, 0.95 MILE SOUTHWEST
 DL4472'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DL4472'ROAD 10 (390TH STREET) IN COTTONWOOD, AT TRUNK HIGHWAY 23 MILEPOINT
 DL4472'87.55, 60.0 FEET WEST OF TRUNK HIGHWAY 23, 69.3 FEET SOUTH OF COUNTY
 DL4472'ROAD 75 (380TH STREET), 41.8 FEET SOUTHWEST OF POWER POLE WITH LIGHT
 DL4472'(NUMBER 123), 1.3 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4473 ***********************************************************************
 DL4473  DESIGNATION -  4203 AX
 DL4473  PID         -  DL4473
 DL4473  STATE/COUNTY-  MN/LYON
 DL4473  COUNTRY     -  US
 DL4473  USGS QUAD   -  COTTONWOOD (1962)
 DL4473
 DL4473                         *CURRENT SURVEY CONTROL
 DL4473  ______________________________________________________________________
 DL4473* NAD 83(2007) POSITION- 44 35 35.88508(N) 095 40 56.27402(W)   ADJUSTED  
 DL4473* NAD 83(2007) ELLIP HT-   304.097 (meters)        (09/09/09)   ADJUSTED
 DL4473* NAD 83(2007) EPOCH   -  2002.00
 DL4473* NAVD 88 ORTHO HEIGHT -   331.15   (meters)    1086.4   (feet) LEVELING  
 DL4473  ______________________________________________________________________
 DL4473  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DL4473  NAD 83(2007) X  -   -450,471.581 (meters)                     COMP
 DL4473  NAD 83(2007) Y  - -4,527,295.754 (meters)                     COMP
 DL4473  NAD 83(2007) Z  -  4,455,490.694 (meters)                     COMP
 DL4473  LAPLACE CORR    -         -2.72  (seconds)                    DEFLEC09
 DL4473  HORZ ORDER      -  FIRST
 DL4473  VERT ORDER      -  THIRD ?
 DL4473  ELLP ORDER      -  SECOND    CLASS I
 DL4473
 DL4473.The horizontal coordinates were established by GPS observations
 DL4473.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4473
 DL4473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4473.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4473
 DL4473.The horizontal coordinates are valid at the epoch date displayed above
 DL4473.which is a decimal equivalence of Year/Month/Day.
 DL4473
 DL4473.The orthometric height was determined by differential leveling.
 DL4473.The vertical network tie was performed by a horz. field party for horz.
 DL4473.obs reductions. Reset procedures were used to establish the elevation.
 DL4473
 DL4473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4473
 DL4473.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4473
 DL4473.The ellipsoidal height was determined by GPS observations
 DL4473.and is referenced to NAD 83.
 DL4473
 DL4473. The following values were computed from the NAD 83(2007) position.
 DL4473
 DL4473;                    North         East     Units Scale Factor Converg.
 DL4473;SPC MN S     -   278,408.483   666,440.769   MT  0.99992332   -1 10 45.0
 DL4473;SPC MN S     -   913,411.83  2,186,481.09   sFT  0.99992332   -1 10 45.0
 DL4473;UTM  15      - 4,941,272.942   287,102.453   MT  1.00015742   -1 53 01.9
 DL4473
 DL4473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4473!SPC MN S     -   0.99995232  x   0.99992332  =   0.99987565
 DL4473!UTM  15      -   0.99995232  x   1.00015742  =   1.00010973
 DL4473
 DL4473:                Primary Azimuth Mark                     Grid Az
 DL4473:SPC MN S     -  4203 AE                                  021 05 22.3
 DL4473:UTM  15      -  4203 AE                                  021 47 39.2
 DL4473
 DL4473|---------------------------------------------------------------------|
 DL4473| PID    Reference Object                     Distance      Geod. Az  |
 DL4473|                                                           dddmmss.s |
 DL4473| PQ0455 4203 AE                             APPROX. 1.6 KM 0195437.3 |
 DL4473| PQ1223 4203 AT                             APPROX. 1.0 KM 2252333.7 |
 DL4473|---------------------------------------------------------------------|
 DL4473
 DL4473                          SUPERSEDED SURVEY CONTROL
 DL4473
 DL4473.No superseded survey control is available for this station.
 DL4473
 DL4473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8710241272(NAD 83)
 DL4473
 DL4473_MARKER: I = METAL ROD
 DL4473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4473_STAMPING: 4203 AX 2008
 DL4473_MARK LOGO: MNDT  
 DL4473_PROJECTION: FLUSH
 DL4473_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4473+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4473_ROD/PIPE-DEPTH:  7.6 meters
 DL4473
 DL4473  HISTORY     - Date     Condition        Report By
 DL4473  HISTORY     - 2008     MONUMENTED       MNDT
 DL4473
 DL4473                          STATION DESCRIPTION
 DL4473
 DL4473'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4473'THE MARK IS 1.0 MILE SOUTHWEST OF COTTONWOOD, AT JUNCTION OF TRUNK
 DL4473'HIGHWAY 23 AND COUNTY ROAD 32 (BARSTAD ROAD) SOUTH OF COTTONWOOD, AT
 DL4473'TRUNK HIGHWAY 23 MILEPOINT 86.4, 96.8 FEET NORTH OF SOUTHBOUND TRUNK
 DL4473'HIGHWAY 23, 89.0 FEET EAST OF COUNTY ROAD 32 (BARSTAD ROAD), 2.0 FEET
 DL4473'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4474 ***********************************************************************
 DL4474  DESIGNATION -  4203 AY
 DL4474  PID         -  DL4474
 DL4474  STATE/COUNTY-  MN/LYON
 DL4474  COUNTRY     -  US
 DL4474  USGS QUAD   -  WOOD LAKE NW (1962)
 DL4474
 DL4474                         *CURRENT SURVEY CONTROL
 DL4474  ______________________________________________________________________
 DL4474* NAD 83(2007) POSITION- 44 37 49.18717(N) 095 39 25.18991(W)   ADJUSTED  
 DL4474* NAD 83(2007) ELLIP HT-   297.186 (meters)        (09/09/09)   ADJUSTED
 DL4474* NAD 83(2007) EPOCH   -  2002.00
 DL4474* NAVD 88 ORTHO HEIGHT -   324.17   (meters)    1063.5   (feet) LEVELING  
 DL4474  ______________________________________________________________________
 DL4474  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DL4474  NAD 83(2007) X  -   -448,186.984 (meters)                     COMP
 DL4474  NAD 83(2007) Y  - -4,524,613.492 (meters)                     COMP
 DL4474  NAD 83(2007) Z  -  4,458,415.189 (meters)                     COMP
 DL4474  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC09
 DL4474  HORZ ORDER      -  FIRST
 DL4474  VERT ORDER      -  THIRD ?
 DL4474  ELLP ORDER      -  SECOND    CLASS I
 DL4474
 DL4474.The horizontal coordinates were established by GPS observations
 DL4474.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4474
 DL4474.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4474.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4474
 DL4474.The horizontal coordinates are valid at the epoch date displayed above
 DL4474.which is a decimal equivalence of Year/Month/Day.
 DL4474
 DL4474.The orthometric height was determined by differential leveling.
 DL4474.The vertical network tie was performed by a horz. field party for horz.
 DL4474.obs reductions. Reset procedures were used to establish the elevation.
 DL4474
 DL4474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4474
 DL4474.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4474
 DL4474.The ellipsoidal height was determined by GPS observations
 DL4474.and is referenced to NAD 83.
 DL4474
 DL4474. The following values were computed from the NAD 83(2007) position.
 DL4474
 DL4474;                    North         East     Units Scale Factor Converg.
 DL4474;SPC MN S     -   282,481.042   668,532.570   MT  0.99992456   -1 09 41.2
 DL4474;SPC MN S     -   926,773.22  2,193,343.94   sFT  0.99992456   -1 09 41.2
 DL4474;UTM  15      - 4,945,320.367   289,244.714   MT  1.00014625   -1 52 02.3
 DL4474
 DL4474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4474!SPC MN S     -   0.99995341  x   0.99992456  =   0.99987797
 DL4474!UTM  15      -   0.99995341  x   1.00014625  =   1.00009965
 DL4474
 DL4474                          SUPERSEDED SURVEY CONTROL
 DL4474
 DL4474.No superseded survey control is available for this station.
 DL4474
 DL4474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8924445320(NAD 83)
 DL4474
 DL4474_MARKER: I = METAL ROD
 DL4474_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4474_STAMPING: 4203 AY 2008
 DL4474_MARK LOGO: MNDT  
 DL4474_PROJECTION: FLUSH
 DL4474_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4474+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4474_ROD/PIPE-DEPTH:  7.6 meters
 DL4474
 DL4474  HISTORY     - Date     Condition        Report By
 DL4474  HISTORY     - 2008     MONUMENTED       MNDT
 DL4474
 DL4474                          STATION DESCRIPTION
 DL4474
 DL4474'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4474'THE MARK IS 1.6 MILES NORTHEAST OF COTTONWOOD, 1.0 MILE NORTHEAST
 DL4474'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 DL4474'ROAD 10 (390TH STREET) IN COTTONWOOD, AT TRUNK HIGHWAY 23 MILEPOINT
 DL4474'89.5, 82.2 FEET WEST OF TRUNK HIGHWAY 23, 31.8 FEET SOUTH OF 160TH
 DL4474'AVENUE (LYON-YELLOW MEDICINE ROAD), 51.8 FEET EAST OF EAST RAIL OF
 DL4474'RAIL OF SET OF TWO TRACKS, 1.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4475 ***********************************************************************
 DL4475  DESIGNATION -  4203 AZ
 DL4475  PID         -  DL4475
 DL4475  STATE/COUNTY-  MN/LYON
 DL4475  COUNTRY     -  US
 DL4475  USGS QUAD   -  COTTONWOOD (1962)
 DL4475
 DL4475                         *CURRENT SURVEY CONTROL
 DL4475  ______________________________________________________________________
 DL4475* NAD 83(2007) POSITION- 44 33 27.56648(N) 095 43 57.32853(W)   ADJUSTED  
 DL4475* NAD 83(2007) ELLIP HT-   310.408 (meters)        (09/09/09)   ADJUSTED
 DL4475* NAD 83(2007) EPOCH   -  2002.00
 DL4475* NAVD 88 ORTHO HEIGHT -   337.47   (meters)    1107.2   (feet) LEVELING  
 DL4475  ______________________________________________________________________
 DL4475  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DL4475  NAD 83(2007) X  -   -454,723.503 (meters)                     COMP
 DL4475  NAD 83(2007) Y  - -4,529,669.245 (meters)                     COMP
 DL4475  NAD 83(2007) Z  -  4,452,673.539 (meters)                     COMP
 DL4475  LAPLACE CORR    -         -2.96  (seconds)                    DEFLEC09
 DL4475  HORZ ORDER      -  FIRST
 DL4475  VERT ORDER      -  THIRD ?
 DL4475  ELLP ORDER      -  SECOND    CLASS I
 DL4475
 DL4475.The horizontal coordinates were established by GPS observations
 DL4475.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4475
 DL4475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4475.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4475
 DL4475.The horizontal coordinates are valid at the epoch date displayed above
 DL4475.which is a decimal equivalence of Year/Month/Day.
 DL4475
 DL4475.The orthometric height was determined by differential leveling.
 DL4475.The vertical network tie was performed by a horz. field party for horz.
 DL4475.obs reductions. Reset procedures were used to establish the elevation.
 DL4475
 DL4475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4475
 DL4475.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4475
 DL4475.The ellipsoidal height was determined by GPS observations
 DL4475.and is referenced to NAD 83.
 DL4475
 DL4475. The following values were computed from the NAD 83(2007) position.
 DL4475
 DL4475;                    North         East     Units Scale Factor Converg.
 DL4475;SPC MN S     -   274,532.188   662,364.615   MT  0.99992252   -1 12 51.9
 DL4475;SPC MN S     -   900,694.35  2,173,107.91   sFT  0.99992252   -1 12 51.9
 DL4475;UTM  15      - 4,937,446.094   282,977.958   MT  1.00017923   -1 55 04.8
 DL4475
 DL4475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4475!SPC MN S     -   0.99995133  x   0.99992252  =   0.99987386
 DL4475!UTM  15      -   0.99995133  x   1.00017923  =   1.00013055
 DL4475
 DL4475:                Primary Azimuth Mark                     Grid Az
 DL4475:SPC MN S     -  4203 AQ                                  235 50 58.9
 DL4475:UTM  15      -  4203 AQ                                  236 33 11.8
 DL4475
 DL4475|---------------------------------------------------------------------|
 DL4475| PID    Reference Object                     Distance      Geod. Az  |
 DL4475|                                                           dddmmss.s |
 DL4475| PQ1220 4203 AQ                             APPROX. 0.7 KM 2343807.0 |
 DL4475|---------------------------------------------------------------------|
 DL4475
 DL4475                          SUPERSEDED SURVEY CONTROL
 DL4475
 DL4475.No superseded survey control is available for this station.
 DL4475
 DL4475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8297737446(NAD 83)
 DL4475
 DL4475_MARKER: I = METAL ROD
 DL4475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4475_STAMPING: 4203 AZ 2008
 DL4475_MARK LOGO: MNDT  
 DL4475_PROJECTION: FLUSH
 DL4475_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4475+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4475_ROD/PIPE-DEPTH:  9.1 meters
 DL4475
 DL4475  HISTORY     - Date     Condition        Report By
 DL4475  HISTORY     - 2008     MONUMENTED       MNDT
 DL4475
 DL4475                          STATION DESCRIPTION
 DL4475
 DL4475'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4475'THE MARK IS 4.0 MILES SOUTH OF COTTONWOOD, 3.6 MILES SOUTHWEST ALONG
 DL4475'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DL4475'32, THEN 0.1 MILE EAST ALONG 350TH STREET, 37.3 FEET NORTH OF 350TH
 DL4475'STREET AND 7.0 FEET WEST OF A POWER POLE, 1.0 FOOT SOUTH OF A WITNESS
 DL4475'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1405 ***********************************************************************
 PQ1405  DESIGNATION -  4203 E
 PQ1405  PID         -  PQ1405
 PQ1405  STATE/COUNTY-  MN/LYON
 PQ1405  COUNTRY     -  US
 PQ1405  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1405
 PQ1405                         *CURRENT SURVEY CONTROL
 PQ1405  ______________________________________________________________________
 PQ1405* NAD 83(1986) POSITION- 44 31 44.4    (N) 095 45 22.4    (W)   HD_HELD2  
 PQ1405* NAVD 88 ORTHO HEIGHT -   334.993  (meters)    1099.06  (feet) ADJUSTED  
 PQ1405  ______________________________________________________________________
 PQ1405  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PQ1405  DYNAMIC HEIGHT  -        334.938 (meters)     1098.88  (feet) COMP
 PQ1405  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 PQ1405
 PQ1405  VERT ORDER      -  SECOND    CLASS I
 PQ1405
 PQ1405.The horizontal coordinates were established by autonomous hand held GPS
 PQ1405.observations and have an estimated accuracy of +/- 10 meters.
 PQ1405.
 PQ1405.The orthometric height was determined by differential leveling and
 PQ1405.adjusted in June 1995.
 PQ1405
 PQ1405.Photographs are available for this station.
 PQ1405
 PQ1405.The dynamic height is computed by dividing the NAVD 88
 PQ1405.geopotential number by the normal gravity value computed on the
 PQ1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1405.degrees latitude (g = 980.6199 gals.).
 PQ1405
 PQ1405.The modeled gravity was interpolated from observed gravity values.
 PQ1405
 PQ1405;                    North         East    Units  Estimated Accuracy
 PQ1405;SPC MN S     -   271,389.      660,419.      MT  (+/- 10 meters HH2 GPS)
 PQ1405
 PQ1405                          SUPERSEDED SURVEY CONTROL
 PQ1405
 PQ1405.No superseded survey control is available for this station.
 PQ1405
 PQ1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8099334325(NAD 83)
 PQ1405
 PQ1405_MARKER: DB = BENCH MARK DISK
 PQ1405_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1405_SP_SET: BOX CULVERT HEADWALL
 PQ1405_STAMPING: 4203 E 1987
 PQ1405_MARK LOGO: MNDT  
 PQ1405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1405+STABILITY: SURFACE MOTION
 PQ1405
 PQ1405  HISTORY     - Date     Condition        Report By
 PQ1405  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1405
 PQ1405                          STATION DESCRIPTION
 PQ1405
 PQ1405'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1405'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE TOWN OF GREEN
 PQ1405'VALLEY, IN THE NW 1/4 OF SECTION 11, T112N, R41W, IN THE SOUTHEAST
 PQ1405'CORNER OF A CONCRETE BOX CULVERT ALONG OLD TRUNK HIGHWAY 23 AT A
 PQ1405'DRAINAGE DITCH, 0.15 MI (0.24 KM) NORTH ALONG TRUNK HIGHWAY 23 FROM
 PQ1405'ITS JUNCTION WITH COUNTY ROAD 8 AT GREEN VALLEY.  THE MARK, A
 PQ1405'STANDARD MNDT BENCH MARK DISK STAMPED---4203 E 1987---, IS SET FLUSH
 PQ1405'IN THE TOP OF THE SOUTHEAST HEADWALL OF THE BOX CULVERT AND IS ABOUT
 PQ1405'0.5 FT (15.2 CM) BELOW THE LEVEL OF THE ROAD.  THE MARK IS ABOUT 400
 PQ1405'FT (121.9 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 23, 29.0 FT
 PQ1405'(8.8 M) EAST OF THE CENTERLINE OF OLD TRUNK HIGHWAY 23, 111.1 FT
 PQ1405'(33.9 M) SOUTH OF THE WEST 1 OF 2 POSTS FOR A RAILROAD CROSSING SIGN,
 PQ1405'AND 0.5 FT (15.2 CM) NORTH OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 PQ1405'HEADWALL OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0457 ***********************************************************************
 PQ0457  DESIGNATION -  4203 Z
 PQ0457  PID         -  PQ0457
 PQ0457  STATE/COUNTY-  MN/LYON
 PQ0457  COUNTRY     -  US
 PQ0457  USGS QUAD   -  COTTONWOOD (1962)
 PQ0457
 PQ0457                         *CURRENT SURVEY CONTROL
 PQ0457  ______________________________________________________________________
 PQ0457* NAD 83(1986) POSITION- 44 36 36.     (N) 095 40 18.     (W)   SCALED    
 PQ0457* NAVD 88 ORTHO HEIGHT -   326.533  (meters)    1071.30  (feet) ADJUSTED  
 PQ0457  ______________________________________________________________________
 PQ0457  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PQ0457  DYNAMIC HEIGHT  -        326.488 (meters)     1071.15  (feet) COMP
 PQ0457  MODELED GRAVITY -    980,471.4   (mgal)                       NAVD 88
 PQ0457
 PQ0457  VERT ORDER      -  FIRST     CLASS II
 PQ0457
 PQ0457.The horizontal coordinates were scaled from a topographic map and have
 PQ0457.an estimated accuracy of +/- 6 seconds.
 PQ0457.
 PQ0457.The orthometric height was determined by differential leveling and
 PQ0457.adjusted in June 1991.
 PQ0457
 PQ0457.WARNING-Repeat measurements at this control monument indicate possible
 PQ0457.vertical movement.
 PQ0457
 PQ0457.The dynamic height is computed by dividing the NAVD 88
 PQ0457.geopotential number by the normal gravity value computed on the
 PQ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0457.degrees latitude (g = 980.6199 gals.).
 PQ0457
 PQ0457.The modeled gravity was interpolated from observed gravity values.
 PQ0457
 PQ0457;                    North         East    Units  Estimated Accuracy
 PQ0457;SPC MN S     -   280,250.      667,320.      MT  (+/- 180 meters Scaled)
 PQ0457
 PQ0457                          SUPERSEDED SURVEY CONTROL
 PQ0457
 PQ0457  NGVD 29 (??/??/92)  326.363  (m)         1070.74   (f) ADJ UNCH    1 2
 PQ0457
 PQ0457.Superseded values are not recommended for survey control.
 PQ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0457.See file dsdata.txt to determine how the superseded data were derived.
 PQ0457
 PQ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK880431(NAD 83)
 PQ0457
 PQ0457_MARKER: DB = BENCH MARK DISK
 PQ0457_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ0457_SP_SET: PREFAB CONC. POST IN EARTH
 PQ0457_STAMPING: 4203 Z 1961
 PQ0457_MARK LOGO: MNHD  
 PQ0457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0457+STABILITY: SURFACE MOTION
 PQ0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0457+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 PQ0457
 PQ0457  HISTORY     - Date     Condition        Report By
 PQ0457  HISTORY     - 1961     MONUMENTED       MNHD
 PQ0457  HISTORY     - 19900811 GOOD             NGS
 PQ0457  HISTORY     - 20080624 MARK NOT FOUND   MNDT
 PQ0457
 PQ0457                          STATION DESCRIPTION
 PQ0457
 PQ0457'DESCRIBED BY MN HIGHWAY DEPT 1961
 PQ0457'IN COTTONWOOD.
 PQ0457'MARK IS LOCATED IN COTTONWOOD, 1 BLOCK EAST OF THE COTTONWOOD HIGH
 PQ0457'SCHOOL, 0.2 MILES NORTHEAST OF THE JUNCTION OF T.H. 23 AND COUNTY ROAD
 PQ0457'9 (FIRST STREET), 50 FEET NORTHEAST OF THE CENTERLINE OF FRONT STREET,
 PQ0457'40 FEET NORTHWEST OF THE CENTERLINE OF T.H. 23, 13 FEET NORTH OF A
 PQ0457'POWER POLE (WITH ARC LIGHT), 2 FEET EAST-NORTHEAST OF THE SOUTHEAST
 PQ0457'CORNER OF THE CONCRETE APRON AT A SERVICE STATION (GULF), 1 FOOT EAST
 PQ0457'OF THE EAST EDGE OF THE CONCRETE APRON (SET IN A FLOWER BED) IN A
 PQ0457'6-FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND. NE 1/4
 PQ0457'SECTION 9, T 113N, R 40W.
 PQ0457
 PQ0457                          STATION RECOVERY (1990)
 PQ0457
 PQ0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 PQ0457'IN COTTONWOOD, AT THE INTERSECTION OF COUNTY ROAD 23 (BARSTAD ROAD)
 PQ0457'AND WEST FRONT STREET, 14.2 M (46.6 FT) NORTH OF THE STREET CENTER,
 PQ0457'14.1 M (46.3 FT) SOUTHEAST OF THE SOUTH CORNER OF A STORE, 11.5 M
 PQ0457'(37.7 FT) NORTHWEST OF AND LEVEL WITH THE ROAD CENTER, 3.9 M (12.8
 PQ0457'FT) NORTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) SOUTHEAST OF THE
 PQ0457'SOUTHEAST EDGE OF A SIDEWALK, AND THE MONUMENT IS 0.1 M (0.3 FT)
 PQ0457'BELOW THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN MUTILATED.
 PQ0457
 PQ0457                          STATION RECOVERY (2008)
 PQ0457
 PQ0457'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ0457'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1193 ***********************************************************************
 PQ1193  DESIGNATION -  4204 B
 PQ1193  PID         -  PQ1193
 PQ1193  STATE/COUNTY-  MN/LYON
 PQ1193  COUNTRY     -  US
 PQ1193  USGS QUAD   -  MARSHALL (1994)
 PQ1193
 PQ1193                         *CURRENT SURVEY CONTROL
 PQ1193  ______________________________________________________________________
 PQ1193* NAD 83(1986) POSITION- 44 26 34.85   (N) 095 48 43.49   (W)   HD_HELD1  
 PQ1193* NAVD 88 ORTHO HEIGHT -   359.528  (meters)    1179.55  (feet) ADJUSTED  
 PQ1193  ______________________________________________________________________
 PQ1193  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 PQ1193  DYNAMIC HEIGHT  -        359.467 (meters)     1179.35  (feet) COMP
 PQ1193  MODELED GRAVITY -    980,438.9   (mgal)                       NAVD 88
 PQ1193
 PQ1193  VERT ORDER      -  FIRST     CLASS II
 PQ1193
 PQ1193.The horizontal coordinates were established by differentially corrected
 PQ1193.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1193.
 PQ1193.The orthometric height was determined by differential leveling and
 PQ1193.adjusted in June 1991.
 PQ1193
 PQ1193.Photographs are available for this station.
 PQ1193
 PQ1193.The dynamic height is computed by dividing the NAVD 88
 PQ1193.geopotential number by the normal gravity value computed on the
 PQ1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1193.degrees latitude (g = 980.6199 gals.).
 PQ1193
 PQ1193.The modeled gravity was interpolated from observed gravity values.
 PQ1193
 PQ1193;                    North         East    Units  Estimated Accuracy
 PQ1193;SPC MN S     -   261,933.8     655,768.7     MT  (+/- 3 meters HH1 GPS) 
 PQ1193
 PQ1193                          SUPERSEDED SURVEY CONTROL
 PQ1193
 PQ1193.No superseded survey control is available for this station.
 PQ1193
 PQ1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7622624925(NAD 83)
 PQ1193
 PQ1193_MARKER: DB = BENCH MARK DISK
 PQ1193_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1193_SP_SET: BRIDGE WING WALL
 PQ1193_STAMPING: 4204 B 1990
 PQ1193_MARK LOGO: MNDT  
 PQ1193_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1193+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 PQ1193
 PQ1193  HISTORY     - Date     Condition        Report By
 PQ1193  HISTORY     - UNK      MONUMENTED       MNDT
 PQ1193  HISTORY     - 19900810 GOOD             NGS
 PQ1193  HISTORY     - 20061011 GOOD             MNDT
 PQ1193  HISTORY     - 20090428 GOOD             MNDT
 PQ1193
 PQ1193                          STATION DESCRIPTION
 PQ1193
 PQ1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1193'2.0 KM (1.2 MI) WESTERLY ALONG STATE HIGHWAY 19 FROM THE JUNCTION OF
 PQ1193'MAIN STREET IN MARSHALL, IN TOP OF AND 1.8 M (5.9 FT) NORTHWEST OF
 PQ1193'THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF A HIGHWAY BRIDGE
 PQ1193'SPANNING DIVERSON CANAL, 5.9 M (19.4 FT) SOUTH OF THE CENTERLINE OF
 PQ1193'THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 PQ1193
 PQ1193                          STATION RECOVERY (2006)
 PQ1193
 PQ1193'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1193'RECOVERED AS DESCRIBED.
 PQ1193
 PQ1193                          STATION RECOVERY (2009)
 PQ1193
 PQ1193'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6816 ***********************************************************************
 DL6816  DESIGNATION -  4204 C
 DL6816  PID         -  DL6816
 DL6816  STATE/COUNTY-  MN/LYON
 DL6816  COUNTRY     -  US
 DL6816  USGS QUAD   -  MARSHALL (1994)
 DL6816
 DL6816                         *CURRENT SURVEY CONTROL
 DL6816  ______________________________________________________________________
 DL6816* NAD 83(1986) POSITION- 44 26 36.     (N) 095 49 11.     (W)   SCALED    
 DL6816* NAVD 88 ORTHO HEIGHT -   360.453  (meters)    1182.59  (feet) ADJUSTED  
 DL6816  ______________________________________________________________________
 DL6816  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 DL6816  DYNAMIC HEIGHT  -        360.392 (meters)     1182.39  (feet) COMP
 DL6816  MODELED GRAVITY -    980,438.4   (mgal)                       NAVD 88
 DL6816
 DL6816  VERT ORDER      -  SECOND    CLASS I
 DL6816
 DL6816.The horizontal coordinates were scaled from a topographic map and have
 DL6816.an estimated accuracy of +/- 6 seconds.
 DL6816.
 DL6816.The orthometric height was determined by differential leveling and
 DL6816.adjusted in February 2011.
 DL6816
 DL6816.Photographs are available for this station.
 DL6816
 DL6816.The dynamic height is computed by dividing the NAVD 88
 DL6816.geopotential number by the normal gravity value computed on the
 DL6816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6816.degrees latitude (g = 980.6199 gals.).
 DL6816
 DL6816.The modeled gravity was interpolated from observed gravity values.
 DL6816
 DL6816;                    North         East    Units  Estimated Accuracy
 DL6816;SPC MN S     -   261,980.      655,160.      MT  (+/- 180 meters Scaled)
 DL6816
 DL6816                          SUPERSEDED SURVEY CONTROL
 DL6816
 DL6816.No superseded survey control is available for this station.
 DL6816
 DL6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK756249(NAD 83)
 DL6816
 DL6816_MARKER: DD = SURVEY DISK
 DL6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6816_STAMPING: 4204 C 2006
 DL6816_MARK LOGO: MNDT  
 DL6816_PROJECTION: FLUSH
 DL6816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6816+STABILITY: SURFACE MOTION
 DL6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6816+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6816
 DL6816  HISTORY     - Date     Condition        Report By
 DL6816  HISTORY     - 2006     MONUMENTED       MNDT
 DL6816
 DL6816                          STATION DESCRIPTION
 DL6816
 DL6816'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6816'THE MARK IS 1.0 MILE (1.6 KM) WEST OF MARSHALL, IN CONCRETE BASE IN
 DL6816'SOUTHEAST CORNER OF AIRPORT BEACON, 1.6 MILES (2.6 KM) SOUTHWEST AND
 DL6816'NORTH ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND
 DL6816'TRUNK HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT 33.15,
 DL6816'130.6 FEET (39.8 M) NORTH OF TRUNK HIGHWAY 19, 76.2 FEET (23.2 M) EAST
 DL6816'OF AIRPORT ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5918 ***********************************************************************
 DL5918  DESIGNATION -  4204 D
 DL5918  PID         -  DL5918
 DL5918  STATE/COUNTY-  MN/LYON
 DL5918  COUNTRY     -  US
 DL5918  USGS QUAD   -  MARSHALL (1994)
 DL5918
 DL5918                         *CURRENT SURVEY CONTROL
 DL5918  ______________________________________________________________________
 DL5918* NAD 83(2007) POSITION- 44 26 36.12736(N) 095 50 10.57037(W)   ADJUSTED  
 DL5918* NAD 83(2007) ELLIP HT-   335.214 (meters)        (10/23/09)   ADJUSTED
 DL5918* NAD 83(2007) EPOCH   -  2002.00
 DL5918* NAVD 88 ORTHO HEIGHT -   362.079  (meters)    1187.92  (feet) ADJUSTED  
 DL5918  ______________________________________________________________________
 DL5918  NAD 83(2007) X  -   -463,826.330 (meters)                     COMP
 DL5918  NAD 83(2007) Y  - -4,537,712.520 (meters)                     COMP
 DL5918  NAD 83(2007) Z  -  4,443,632.278 (meters)                     COMP
 DL5918  LAPLACE CORR    -         -3.44  (seconds)                    DEFLEC09
 DL5918  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DL5918  DYNAMIC HEIGHT  -        362.017 (meters)     1187.72  (feet) COMP
 DL5918  MODELED GRAVITY -    980,437.3   (mgal)                       NAVD 88
 DL5918
 DL5918  HORZ ORDER      -  FIRST
 DL5918  VERT ORDER      -  SECOND    CLASS I
 DL5918  ELLP ORDER      -  FIRST     CLASS II
 DL5918
 DL5918.The horizontal coordinates were established by GPS observations
 DL5918.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5918
 DL5918.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5918.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5918
 DL5918.The horizontal coordinates are valid at the epoch date displayed above
 DL5918.which is a decimal equivalence of Year/Month/Day.
 DL5918
 DL5918.The orthometric height was determined by differential leveling and
 DL5918.adjusted in February 2011.
 DL5918
 DL5918.Photographs are available for this station.
 DL5918
 DL5918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5918
 DL5918.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5918
 DL5918.The ellipsoidal height was determined by GPS observations
 DL5918.and is referenced to NAD 83.
 DL5918
 DL5918.The dynamic height is computed by dividing the NAVD 88
 DL5918.geopotential number by the normal gravity value computed on the
 DL5918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5918.degrees latitude (g = 980.6199 gals.).
 DL5918
 DL5918.The modeled gravity was interpolated from observed gravity values.
 DL5918
 DL5918. The following values were computed from the NAD 83(2007) position.
 DL5918
 DL5918;                    North         East     Units Scale Factor Converg.
 DL5918;SPC MN S     -   262,016.187   653,844.612   MT  0.99992255   -1 17 13.5
 DL5918;SPC MN S     -   859,631.44  2,145,155.20   sFT  0.99992255   -1 17 13.5
 DL5918;UTM  15      - 4,925,031.888   274,302.887   MT  1.00022649   -1 59 12.5
 DL5918
 DL5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5918!SPC MN S     -   0.99994744  x   0.99992255  =   0.99987000
 DL5918!UTM  15      -   0.99994744  x   1.00022649  =   1.00017392
 DL5918
 DL5918:                Primary Azimuth Mark                     Grid Az
 DL5918:SPC MN S     -  4204 E                                   269 16 22.5
 DL5918:UTM  15      -  4204 E                                   269 58 21.5
 DL5918
 DL5918|---------------------------------------------------------------------|
 DL5918| PID    Reference Object                     Distance      Geod. Az  |
 DL5918|                                                           dddmmss.s |
 DL5918| DL5919 4204 E                              APPROX. 1.2 KM 2675909.0 |
 DL5918| DL5933 BROCK                               APPROX. 0.6 KM 3573705.9 |
 DL5918|---------------------------------------------------------------------|
 DL5918
 DL5918                          SUPERSEDED SURVEY CONTROL
 DL5918
 DL5918  NAVD 88 (10/23/09)  362.08   (m)         1187.9    (f) LEVELING    3  
 DL5918
 DL5918.Superseded values are not recommended for survey control.
 DL5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5918.See file dsdata.txt to determine how the superseded data were derived.
 DL5918
 DL5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7430225031(NAD 83)
 DL5918
 DL5918_MARKER: DD = SURVEY DISK
 DL5918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5918_STAMPING: 4204 D 2006
 DL5918_MARK LOGO: MNDT  
 DL5918_PROJECTION: RECESSED 5 CENTIMETERS
 DL5918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5918+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5918_ROD/PIPE-DEPTH: 13.7 meters
 DL5918
 DL5918  HISTORY     - Date     Condition        Report By
 DL5918  HISTORY     - 2006     MONUMENTED       MNDT
 DL5918  HISTORY     - 20061011 GOOD             MNDT
 DL5918  HISTORY     - 20090428 GOOD             MNDT
 DL5918
 DL5918                          STATION DESCRIPTION
 DL5918
 DL5918'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5918'RECOVERED AS DESCRIBED.
 DL5918
 DL5918                          STATION RECOVERY (2009)
 DL5918
 DL5918'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5918'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5918'THE MARK IS 2.5 MILES WEST OF MARSHALL, 2.5 MILES SOUTHWEST AND WEST
 DL5918'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5918'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5918'32.3, 99.0 FEET NORTH OF TRUNK HIGHWAY 19, 46.0 FEET EAST OF 230TH
 DL5918'AVENUE, 19.5 FEET NORTH OF POWER POLE WITH TWO GUY WIRES, 1.0 FOOT
 DL5918'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5919 ***********************************************************************
 DL5919  DESIGNATION -  4204 E
 DL5919  PID         -  DL5919
 DL5919  STATE/COUNTY-  MN/LYON
 DL5919  COUNTRY     -  US
 DL5919  USGS QUAD   -  MARSHALL (1994)
 DL5919
 DL5919                         *CURRENT SURVEY CONTROL
 DL5919  ______________________________________________________________________
 DL5919* NAD 83(2007) POSITION- 44 26 34.72088(N) 095 51 06.24574(W)   ADJUSTED  
 DL5919* NAD 83(2007) ELLIP HT-   337.380 (meters)        (10/23/09)   ADJUSTED
 DL5919* NAD 83(2007) EPOCH   -  2002.00
 DL5919* NAVD 88 ORTHO HEIGHT -   364.238  (meters)    1195.00  (feet) ADJUSTED  
 DL5919  ______________________________________________________________________
 DL5919  NAD 83(2007) X  -   -465,054.398 (meters)                     COMP
 DL5919  NAD 83(2007) Y  - -4,537,618.938 (meters)                     COMP
 DL5919  NAD 83(2007) Z  -  4,443,602.798 (meters)                     COMP
 DL5919  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC09
 DL5919  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 DL5919  DYNAMIC HEIGHT  -        364.175 (meters)     1194.80  (feet) COMP
 DL5919  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 DL5919
 DL5919  HORZ ORDER      -  FIRST
 DL5919  VERT ORDER      -  SECOND    CLASS I
 DL5919  ELLP ORDER      -  FIRST     CLASS II
 DL5919
 DL5919.The horizontal coordinates were established by GPS observations
 DL5919.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5919
 DL5919.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5919.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5919
 DL5919.The horizontal coordinates are valid at the epoch date displayed above
 DL5919.which is a decimal equivalence of Year/Month/Day.
 DL5919
 DL5919.The orthometric height was determined by differential leveling and
 DL5919.adjusted in February 2011.
 DL5919
 DL5919.Photographs are available for this station.
 DL5919
 DL5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5919
 DL5919.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5919
 DL5919.The ellipsoidal height was determined by GPS observations
 DL5919.and is referenced to NAD 83.
 DL5919
 DL5919.The dynamic height is computed by dividing the NAVD 88
 DL5919.geopotential number by the normal gravity value computed on the
 DL5919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5919.degrees latitude (g = 980.6199 gals.).
 DL5919
 DL5919.The modeled gravity was interpolated from observed gravity values.
 DL5919
 DL5919. The following values were computed from the NAD 83(2007) position.
 DL5919
 DL5919;                    North         East     Units Scale Factor Converg.
 DL5919;SPC MN S     -   262,000.556   652,612.892   MT  0.99992256   -1 17 52.6
 DL5919;SPC MN S     -   859,580.16  2,141,114.13   sFT  0.99992256   -1 17 52.6
 DL5919;UTM  15      - 4,925,031.300   273,070.690   MT  1.00023335   -1 59 51.5
 DL5919
 DL5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5919!SPC MN S     -   0.99994710  x   0.99992256  =   0.99986967
 DL5919!UTM  15      -   0.99994710  x   1.00023335  =   1.00018044
 DL5919
 DL5919:                Primary Azimuth Mark                     Grid Az
 DL5919:SPC MN S     -  4204 D                                   089 16 22.7
 DL5919:UTM  15      -  4204 D                                   089 58 21.6
 DL5919
 DL5919|---------------------------------------------------------------------|
 DL5919| PID    Reference Object                     Distance      Geod. Az  |
 DL5919|                                                           dddmmss.s |
 DL5919| DL5918 4204 D                              APPROX. 1.2 KM 0875830.1 |
 DL5919|---------------------------------------------------------------------|
 DL5919
 DL5919                          SUPERSEDED SURVEY CONTROL
 DL5919
 DL5919  NAVD 88 (10/23/09)  364.24   (m)         1195.0    (f) LEVELING    3  
 DL5919
 DL5919.Superseded values are not recommended for survey control.
 DL5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5919.See file dsdata.txt to determine how the superseded data were derived.
 DL5919
 DL5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7307025031(NAD 83)
 DL5919
 DL5919_MARKER: DD = SURVEY DISK
 DL5919_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5919_SP_SET: BOX CULVERT
 DL5919_STAMPING: 4204 E 2006
 DL5919_MARK LOGO: MNDT  
 DL5919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5919+STABILITY: SURFACE MOTION
 DL5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5919+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5919
 DL5919  HISTORY     - Date     Condition        Report By
 DL5919  HISTORY     - 2006     MONUMENTED       MNDT
 DL5919  HISTORY     - 20061011 GOOD             MNDT
 DL5919  HISTORY     - 20090428 GOOD             MNDT
 DL5919
 DL5919                          STATION DESCRIPTION
 DL5919
 DL5919'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5919'RECOVERED AS DESCRIBED.
 DL5919
 DL5919                          STATION RECOVERY (2009)
 DL5919
 DL5919'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5919'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5919'THE MARK IS 3.5 MILES WEST OF MARSHALL, IN HEADWALL BOX CULVERT IN
 DL5919'SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMBER 91747 OVER CREEK,
 DL5919'3.3 MILES SOUTHWEST AND WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF
 DL5919'TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT
 DL5919'TRUNK HIGHWAY 19 MILEPOINT 31.5, 48.3 FEET SOUTH OF TRUNK HIGHWAY 19.
 DL5919'DISK WAS SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5920 ***********************************************************************
 DL5920  DESIGNATION -  4204 F
 DL5920  PID         -  DL5920
 DL5920  STATE/COUNTY-  MN/LYON
 DL5920  COUNTRY     -  US
 DL5920  USGS QUAD   -  LYND (1963)
 DL5920
 DL5920                         *CURRENT SURVEY CONTROL
 DL5920  ______________________________________________________________________
 DL5920* NAD 83(2007) POSITION- 44 26 35.57684(N) 095 52 37.49239(W)   ADJUSTED  
 DL5920* NAD 83(2007) ELLIP HT-   348.091 (meters)        (10/23/09)   ADJUSTED
 DL5920* NAD 83(2007) EPOCH   -  2002.00
 DL5920* NAVD 88 ORTHO HEIGHT -   374.911  (meters)    1230.02  (feet) ADJUSTED  
 DL5920  ______________________________________________________________________
 DL5920  NAD 83(2007) X  -   -467,060.576 (meters)                     COMP
 DL5920  NAD 83(2007) Y  - -4,537,401.968 (meters)                     COMP
 DL5920  NAD 83(2007) Z  -  4,443,629.162 (meters)                     COMP
 DL5920  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC09
 DL5920  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 DL5920  DYNAMIC HEIGHT  -        374.846 (meters)     1229.81  (feet) COMP
 DL5920  MODELED GRAVITY -    980,434.2   (mgal)                       NAVD 88
 DL5920
 DL5920  HORZ ORDER      -  FIRST
 DL5920  VERT ORDER      -  SECOND    CLASS I
 DL5920  ELLP ORDER      -  FIRST     CLASS II
 DL5920
 DL5920.The horizontal coordinates were established by GPS observations
 DL5920.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5920
 DL5920.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5920.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5920
 DL5920.The horizontal coordinates are valid at the epoch date displayed above
 DL5920.which is a decimal equivalence of Year/Month/Day.
 DL5920
 DL5920.The orthometric height was determined by differential leveling and
 DL5920.adjusted in February 2011.
 DL5920
 DL5920.Photographs are available for this station.
 DL5920
 DL5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5920
 DL5920.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5920
 DL5920.The ellipsoidal height was determined by GPS observations
 DL5920.and is referenced to NAD 83.
 DL5920
 DL5920.The dynamic height is computed by dividing the NAVD 88
 DL5920.geopotential number by the normal gravity value computed on the
 DL5920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5920.degrees latitude (g = 980.6199 gals.).
 DL5920
 DL5920.The modeled gravity was interpolated from observed gravity values.
 DL5920
 DL5920. The following values were computed from the NAD 83(2007) position.
 DL5920
 DL5920;                    North         East     Units Scale Factor Converg.
 DL5920;SPC MN S     -   262,072.982   650,596.437   MT  0.99992255   -1 18 56.5
 DL5920;SPC MN S     -   859,817.78  2,134,498.48   sFT  0.99992255   -1 18 56.5
 DL5920;UTM  15      - 4,925,128.375   271,054.631   MT  1.00024465   -2 00 55.5
 DL5920
 DL5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5920!SPC MN S     -   0.99994542  x   0.99992255  =   0.99986798
 DL5920!UTM  15      -   0.99994542  x   1.00024465  =   1.00019006
 DL5920
 DL5920:                Primary Azimuth Mark                     Grid Az
 DL5920:SPC MN S     -  ZETOR                                    359 58 58.2
 DL5920:UTM  15      -  ZETOR                                    000 40 57.2
 DL5920
 DL5920|---------------------------------------------------------------------|
 DL5920| PID    Reference Object                     Distance      Geod. Az  |
 DL5920|                                                           dddmmss.s |
 DL5920| DL5947 ZETOR                               APPROX. 0.6 KM 3584001.7 |
 DL5920|---------------------------------------------------------------------|
 DL5920
 DL5920                          SUPERSEDED SURVEY CONTROL
 DL5920
 DL5920  NAVD 88 (10/23/09)  374.91   (m)         1230.0    (f) LEVELING    3  
 DL5920
 DL5920.Superseded values are not recommended for survey control.
 DL5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5920.See file dsdata.txt to determine how the superseded data were derived.
 DL5920
 DL5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7105425128(NAD 83)
 DL5920
 DL5920_MARKER: DD = SURVEY DISK
 DL5920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5920_STAMPING: 4204 F 2006
 DL5920_MARK LOGO: MNDT  
 DL5920_PROJECTION: RECESSED 5 CENTIMETERS
 DL5920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5920+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5920_ROD/PIPE-DEPTH:  4.6 meters
 DL5920
 DL5920  HISTORY     - Date     Condition        Report By
 DL5920  HISTORY     - 2006     MONUMENTED       MNDT
 DL5920  HISTORY     - 20061011 GOOD             MNDT
 DL5920  HISTORY     - 20090428 GOOD             MNDT
 DL5920
 DL5920                          STATION DESCRIPTION
 DL5920
 DL5920'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5920'RECOVERED AS DESCRIBED.
 DL5920
 DL5920                          STATION RECOVERY (2009)
 DL5920
 DL5920'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5920'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5920'THE MARK IS 4.5 MILES WEST OF MARSHALL, 4.5 MILES SOUTHWEST AND WEST
 DL5920'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5920'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5920'30.30, 56.0 FEET NORTH OF TRUNK HIGHWAY 19, 31.0 FEET EAST OF 210TH
 DL5920'AVENUE, 17.0 FEET SOUTH OF FIELD ENTRANCE, 1.0 FOOT WEST OF WITNESS
 DL5920'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5921 ***********************************************************************
 DL5921  DESIGNATION -  4204 G
 DL5921  PID         -  DL5921
 DL5921  STATE/COUNTY-  MN/LYON
 DL5921  COUNTRY     -  US
 DL5921  USGS QUAD   -  LYND (1963)
 DL5921
 DL5921                         *CURRENT SURVEY CONTROL
 DL5921  ______________________________________________________________________
 DL5921* NAD 83(2007) POSITION- 44 26 34.60741(N) 095 53 51.78822(W)   ADJUSTED  
 DL5921* NAD 83(2007) ELLIP HT-   356.940 (meters)        (10/23/09)   ADJUSTED
 DL5921* NAD 83(2007) EPOCH   -  2002.00
 DL5921* NAVD 88 ORTHO HEIGHT -   383.732  (meters)    1258.96  (feet) ADJUSTED  
 DL5921  ______________________________________________________________________
 DL5921  NAD 83(2007) X  -   -468,697.703 (meters)                     COMP
 DL5921  NAD 83(2007) Y  - -4,537,260.567 (meters)                     COMP
 DL5921  NAD 83(2007) Z  -  4,443,613.994 (meters)                     COMP
 DL5921  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 DL5921  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 DL5921  DYNAMIC HEIGHT  -        383.665 (meters)     1258.74  (feet) COMP
 DL5921  MODELED GRAVITY -    980,432.5   (mgal)                       NAVD 88
 DL5921
 DL5921  HORZ ORDER      -  FIRST
 DL5921  VERT ORDER      -  SECOND    CLASS I
 DL5921  ELLP ORDER      -  FIRST     CLASS II
 DL5921
 DL5921.The horizontal coordinates were established by GPS observations
 DL5921.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5921
 DL5921.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5921.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5921
 DL5921.The horizontal coordinates are valid at the epoch date displayed above
 DL5921.which is a decimal equivalence of Year/Month/Day.
 DL5921
 DL5921.The orthometric height was determined by differential leveling and
 DL5921.adjusted in February 2011.
 DL5921
 DL5921.Photographs are available for this station.
 DL5921
 DL5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5921
 DL5921.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5921
 DL5921.The ellipsoidal height was determined by GPS observations
 DL5921.and is referenced to NAD 83.
 DL5921
 DL5921.The dynamic height is computed by dividing the NAVD 88
 DL5921.geopotential number by the normal gravity value computed on the
 DL5921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5921.degrees latitude (g = 980.6199 gals.).
 DL5921
 DL5921.The modeled gravity was interpolated from observed gravity values.
 DL5921
 DL5921. The following values were computed from the NAD 83(2007) position.
 DL5921
 DL5921;                    North         East     Units Scale Factor Converg.
 DL5921;SPC MN S     -   262,080.996   648,953.405   MT  0.99992256   -1 19 48.6
 DL5921;SPC MN S     -   859,844.07  2,129,107.96   sFT  0.99992256   -1 19 48.6
 DL5921;UTM  15      - 4,925,156.463   269,411.284   MT  1.00025394   -2 01 47.5
 DL5921
 DL5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5921!SPC MN S     -   0.99994404  x   0.99992256  =   0.99986660
 DL5921!UTM  15      -   0.99994404  x   1.00025394  =   1.00019796
 DL5921
 DL5921                          SUPERSEDED SURVEY CONTROL
 DL5921
 DL5921  NAVD 88 (10/23/09)  383.73   (m)         1259.0    (f) LEVELING    3  
 DL5921
 DL5921.Superseded values are not recommended for survey control.
 DL5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5921.See file dsdata.txt to determine how the superseded data were derived.
 DL5921
 DL5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6941125156(NAD 83)
 DL5921
 DL5921_MARKER: DD = SURVEY DISK
 DL5921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5921_STAMPING: 4204 G 2006
 DL5921_MARK LOGO: MNDT  
 DL5921_PROJECTION: FLUSH
 DL5921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5921+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5921_ROD/PIPE-DEPTH:  6.1 meters
 DL5921
 DL5921  HISTORY     - Date     Condition        Report By
 DL5921  HISTORY     - 2006     MONUMENTED       MNDT
 DL5921  HISTORY     - 20061011 GOOD             MNDT
 DL5921  HISTORY     - 20090428 GOOD             MNDT
 DL5921
 DL5921                          STATION DESCRIPTION
 DL5921
 DL5921'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5921'RECOVERED AS DESCRIBED.
 DL5921
 DL5921                          STATION RECOVERY (2009)
 DL5921
 DL5921'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5921'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5921'THE MARK IS 5.5 MILES WEST OF MARSHALL, 5.5 MILES SOUTHWEST AND WEST
 DL5921'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5921'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5921'29.3, 109.0 FEET SOUTH OF TRUNK HIGHWAY 19, 89.0 FEET WEST OF COUNTY
 DL5921'ROAD 5 (200TH AVENUE), 38.5 FEET SOUTH OF POWER POLE WITH GUY WIRE,
 DL5921'1.0 FOOT NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5922 ***********************************************************************
 DL5922  DESIGNATION -  4204 H
 DL5922  PID         -  DL5922
 DL5922  STATE/COUNTY-  MN/LYON
 DL5922  COUNTRY     -  US
 DL5922  USGS QUAD   -  LYND (1963)
 DL5922
 DL5922                         *CURRENT SURVEY CONTROL
 DL5922  ______________________________________________________________________
 DL5922* NAD 83(2007) POSITION- 44 26 36.13296(N) 095 55 03.97315(W)   ADJUSTED  
 DL5922* NAD 83(2007) ELLIP HT-   363.786 (meters)        (10/23/09)   ADJUSTED
 DL5922* NAD 83(2007) EPOCH   -  2002.00
 DL5922* NAVD 88 ORTHO HEIGHT -   390.551  (meters)    1281.33  (feet) ADJUSTED  
 DL5922  ______________________________________________________________________
 DL5922  NAD 83(2007) X  -   -470,282.650 (meters)                     COMP
 DL5922  NAD 83(2007) Y  - -4,537,068.326 (meters)                     COMP
 DL5922  NAD 83(2007) Z  -  4,443,652.408 (meters)                     COMP
 DL5922  LAPLACE CORR    -         -3.81  (seconds)                    DEFLEC09
 DL5922  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DL5922  DYNAMIC HEIGHT  -        390.482 (meters)     1281.11  (feet) COMP
 DL5922  MODELED GRAVITY -    980,430.9   (mgal)                       NAVD 88
 DL5922
 DL5922  HORZ ORDER      -  FIRST
 DL5922  VERT ORDER      -  SECOND    CLASS I
 DL5922  ELLP ORDER      -  FIRST     CLASS II
 DL5922
 DL5922.The horizontal coordinates were established by GPS observations
 DL5922.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5922
 DL5922.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5922.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5922
 DL5922.The horizontal coordinates are valid at the epoch date displayed above
 DL5922.which is a decimal equivalence of Year/Month/Day.
 DL5922
 DL5922.The orthometric height was determined by differential leveling and
 DL5922.adjusted in February 2011.
 DL5922
 DL5922.Photographs are available for this station.
 DL5922
 DL5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5922
 DL5922.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5922
 DL5922.The ellipsoidal height was determined by GPS observations
 DL5922.and is referenced to NAD 83.
 DL5922
 DL5922.The dynamic height is computed by dividing the NAVD 88
 DL5922.geopotential number by the normal gravity value computed on the
 DL5922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5922.degrees latitude (g = 980.6199 gals.).
 DL5922
 DL5922.The modeled gravity was interpolated from observed gravity values.
 DL5922
 DL5922. The following values were computed from the NAD 83(2007) position.
 DL5922
 DL5922;                    North         East     Units Scale Factor Converg.
 DL5922;SPC MN S     -   262,165.316   647,358.837   MT  0.99992255   -1 20 39.2
 DL5922;SPC MN S     -   860,120.71  2,123,876.45   sFT  0.99992255   -1 20 39.2
 DL5922;UTM  15      - 4,925,260.284   267,817.329   MT  1.00026301   -2 02 38.2
 DL5922;UTM  14      - 4,925,740.535   745,269.837   MT  1.00033987   +2 09 33.3
 DL5922
 DL5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5922!SPC MN S     -   0.99994296  x   0.99992255  =   0.99986552
 DL5922!UTM  15      -   0.99994296  x   1.00026301  =   1.00020596
 DL5922!UTM  14      -   0.99994296  x   1.00033987  =   1.00028281
 DL5922
 DL5922:                Primary Azimuth Mark                     Grid Az
 DL5922:SPC MN S     -  JOHANSSON                                179 37 04.6
 DL5922:UTM  15      -  JOHANSSON                                180 19 03.6
 DL5922:UTM  14      -  JOHANSSON                                176 06 52.1
 DL5922
 DL5922|---------------------------------------------------------------------|
 DL5922| PID    Reference Object                     Distance      Geod. Az  |
 DL5922|                                                           dddmmss.s |
 DL5922| DL5940 JOHANSSON                           APPROX. 0.6 KM 1781625.4 |
 DL5922|---------------------------------------------------------------------|
 DL5922
 DL5922                          SUPERSEDED SURVEY CONTROL
 DL5922
 DL5922  NAVD 88 (10/23/09)  390.55   (m)         1281.3    (f) LEVELING    3  
 DL5922
 DL5922.Superseded values are not recommended for survey control.
 DL5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5922.See file dsdata.txt to determine how the superseded data were derived.
 DL5922
 DL5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6781725260(NAD 83)
 DL5922
 DL5922_MARKER: DD = SURVEY DISK
 DL5922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5922_STAMPING: 4204 H 2006
 DL5922_MARK LOGO: MNDT  
 DL5922_PROJECTION: RECESSED 3 CENTIMETERS
 DL5922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5922+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5922_ROD/PIPE-DEPTH:  6.1 meters
 DL5922
 DL5922  HISTORY     - Date     Condition        Report By
 DL5922  HISTORY     - 2006     MONUMENTED       MNDT
 DL5922  HISTORY     - 20061011 GOOD             MNDT
 DL5922  HISTORY     - 20090428 GOOD             MNDT
 DL5922
 DL5922                          STATION DESCRIPTION
 DL5922
 DL5922'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5922'RECOVERED AS DESCRIBED.
 DL5922
 DL5922                          STATION RECOVERY (2009)
 DL5922
 DL5922'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5922'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5922'THE MARK IS 6.5 MILES WEST OF MARSHALL, 6.5 MILES SOUTHWEST AND WEST
 DL5922'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5922'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5922'28.3, 71.0 FEET NORTH OF TRUNK HIGHWAY 19, 22.0 FEET WEST OF 190TH
 DL5922'AVENUE EXTENDED, 15.0 FEET WEST-SOUTHWEST OF POWER POLE WITH GUY WIRE,
 DL5922'1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5923 ***********************************************************************
 DL5923  DESIGNATION -  4204 J
 DL5923  PID         -  DL5923
 DL5923  STATE/COUNTY-  MN/LYON
 DL5923  COUNTRY     -  US
 DL5923  USGS QUAD   -  LYND (1963)
 DL5923
 DL5923                         *CURRENT SURVEY CONTROL
 DL5923  ______________________________________________________________________
 DL5923* NAD 83(2007) POSITION- 44 26 35.52496(N) 095 56 17.37887(W)   ADJUSTED  
 DL5923* NAD 83(2007) ELLIP HT-   364.938 (meters)        (10/23/09)   ADJUSTED
 DL5923* NAD 83(2007) EPOCH   -  2002.00
 DL5923* NAVD 88 ORTHO HEIGHT -   391.673  (meters)    1285.01  (feet) ADJUSTED  
 DL5923  ______________________________________________________________________
 DL5923  NAD 83(2007) X  -   -471,898.721 (meters)                     COMP
 DL5923  NAD 83(2007) Y  - -4,536,914.564 (meters)                     COMP
 DL5923  NAD 83(2007) Z  -  4,443,639.815 (meters)                     COMP
 DL5923  LAPLACE CORR    -         -4.04  (seconds)                    DEFLEC09
 DL5923  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DL5923  DYNAMIC HEIGHT  -        391.604 (meters)     1284.79  (feet) COMP
 DL5923  MODELED GRAVITY -    980,429.1   (mgal)                       NAVD 88
 DL5923
 DL5923  HORZ ORDER      -  FIRST
 DL5923  VERT ORDER      -  SECOND    CLASS I
 DL5923  ELLP ORDER      -  FIRST     CLASS II
 DL5923
 DL5923.The horizontal coordinates were established by GPS observations
 DL5923.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5923
 DL5923.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5923.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5923
 DL5923.The horizontal coordinates are valid at the epoch date displayed above
 DL5923.which is a decimal equivalence of Year/Month/Day.
 DL5923
 DL5923.The orthometric height was determined by differential leveling and
 DL5923.adjusted in February 2011.
 DL5923
 DL5923.Photographs are available for this station.
 DL5923
 DL5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5923
 DL5923.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5923
 DL5923.The ellipsoidal height was determined by GPS observations
 DL5923.and is referenced to NAD 83.
 DL5923
 DL5923.The dynamic height is computed by dividing the NAVD 88
 DL5923.geopotential number by the normal gravity value computed on the
 DL5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5923.degrees latitude (g = 980.6199 gals.).
 DL5923
 DL5923.The modeled gravity was interpolated from observed gravity values.
 DL5923
 DL5923. The following values were computed from the NAD 83(2007) position.
 DL5923
 DL5923;                    North         East     Units Scale Factor Converg.
 DL5923;SPC MN S     -   262,184.834   645,735.755   MT  0.99992256   -1 21 30.6
 DL5923;SPC MN S     -   860,184.74  2,118,551.39   sFT  0.99992256   -1 21 30.6
 DL5923;UTM  15      - 4,925,299.635   266,194.046   MT  1.00027232   -2 03 29.6
 DL5923;UTM  14      - 4,925,660.798   743,647.926   MT  1.00033012   +2 08 41.8
 DL5923
 DL5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5923!SPC MN S     -   0.99994278  x   0.99992256  =   0.99986535
 DL5923!UTM  15      -   0.99994278  x   1.00027232  =   1.00021509
 DL5923!UTM  14      -   0.99994278  x   1.00033012  =   1.00027288
 DL5923
 DL5923                          SUPERSEDED SURVEY CONTROL
 DL5923
 DL5923  NAVD 88 (10/23/09)  391.67   (m)         1285.0    (f) LEVELING    3  
 DL5923
 DL5923.Superseded values are not recommended for survey control.
 DL5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5923.See file dsdata.txt to determine how the superseded data were derived.
 DL5923
 DL5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6619425299(NAD 83)
 DL5923
 DL5923_MARKER: DD = SURVEY DISK
 DL5923_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5923_STAMPING: 4204 J 2006
 DL5923_MARK LOGO: MNDT  
 DL5923_PROJECTION: RECESSED 5 CENTIMETERS
 DL5923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5923+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5923_ROD/PIPE-DEPTH:  4.6 meters
 DL5923
 DL5923  HISTORY     - Date     Condition        Report By
 DL5923  HISTORY     - 2006     MONUMENTED       MNDT
 DL5923  HISTORY     - 20061011 GOOD             MNDT
 DL5923  HISTORY     - 20090428 GOOD             MNDT
 DL5923
 DL5923                          STATION DESCRIPTION
 DL5923
 DL5923'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5923'RECOVERED AS DESCRIBED.
 DL5923
 DL5923                          STATION RECOVERY (2009)
 DL5923
 DL5923'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5923'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5923'THE MARK IS 7.5 MILES WEST OF MARSHALL, 7.6 MILES SOUTHWEST AND WEST
 DL5923'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5923'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5923'27.3, 72.0 FEET SOUTH OF TRUNK HIGHWAY 19, 48.0 FEET WEST OF 180TH
 DL5923'AVENUE, 28.0 FEET SOUTHWEST OF CABLE BOX, 1.0 FOOT NORTH OF WITNESS
 DL5923'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5924 ***********************************************************************
 DL5924  DESIGNATION -  4204 K
 DL5924  PID         -  DL5924
 DL5924  STATE/COUNTY-  MN/LYON
 DL5924  COUNTRY     -  US
 DL5924  USGS QUAD   -  LYND (1963)
 DL5924
 DL5924                         *CURRENT SURVEY CONTROL
 DL5924  ______________________________________________________________________
 DL5924* NAD 83(2007) POSITION- 44 26 35.63135(N) 095 57 29.30274(W)   ADJUSTED  
 DL5924* NAD 83(2007) ELLIP HT-   384.902 (meters)        (10/23/09)   ADJUSTED
 DL5924* NAD 83(2007) EPOCH   -  2002.00
 DL5924* NAVD 88 ORTHO HEIGHT -   411.604  (meters)    1350.40  (feet) ADJUSTED  
 DL5924  ______________________________________________________________________
 DL5924  NAD 83(2007) X  -   -473,481.940 (meters)                     COMP
 DL5924  NAD 83(2007) Y  - -4,536,761.627 (meters)                     COMP
 DL5924  NAD 83(2007) Z  -  4,443,656.139 (meters)                     COMP
 DL5924  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC09
 DL5924  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DL5924  DYNAMIC HEIGHT  -        411.530 (meters)     1350.16  (feet) COMP
 DL5924  MODELED GRAVITY -    980,427.2   (mgal)                       NAVD 88
 DL5924
 DL5924  HORZ ORDER      -  FIRST
 DL5924  VERT ORDER      -  SECOND    CLASS I
 DL5924  ELLP ORDER      -  FIRST     CLASS II
 DL5924
 DL5924.The horizontal coordinates were established by GPS observations
 DL5924.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5924
 DL5924.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5924.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5924
 DL5924.The horizontal coordinates are valid at the epoch date displayed above
 DL5924.which is a decimal equivalence of Year/Month/Day.
 DL5924
 DL5924.The orthometric height was determined by differential leveling and
 DL5924.adjusted in February 2011.
 DL5924
 DL5924.Photographs are available for this station.
 DL5924
 DL5924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5924
 DL5924.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5924
 DL5924.The ellipsoidal height was determined by GPS observations
 DL5924.and is referenced to NAD 83.
 DL5924
 DL5924.The dynamic height is computed by dividing the NAVD 88
 DL5924.geopotential number by the normal gravity value computed on the
 DL5924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5924.degrees latitude (g = 980.6199 gals.).
 DL5924
 DL5924.The modeled gravity was interpolated from observed gravity values.
 DL5924
 DL5924. The following values were computed from the NAD 83(2007) position.
 DL5924
 DL5924;                    North         East     Units Scale Factor Converg.
 DL5924;SPC MN S     -   262,226.015   644,145.957   MT  0.99992255   -1 22 21.1
 DL5924;SPC MN S     -   860,319.85  2,113,335.53   sFT  0.99992255   -1 22 21.1
 DL5924;UTM  15      - 4,925,360.249   264,604.306   MT  1.00028149   -2 04 20.1
 DL5924;UTM  14      - 4,925,604.729   742,057.943   MT  1.00032062   +2 07 51.4
 DL5924
 DL5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5924!SPC MN S     -   0.99993965  x   0.99992255  =   0.99986221
 DL5924!UTM  15      -   0.99993965  x   1.00028149  =   1.00022113
 DL5924!UTM  14      -   0.99993965  x   1.00032062  =   1.00026025
 DL5924
 DL5924                          SUPERSEDED SURVEY CONTROL
 DL5924
 DL5924  NAVD 88 (10/23/09)  411.60   (m)         1350.4    (f) LEVELING    3  
 DL5924
 DL5924.Superseded values are not recommended for survey control.
 DL5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5924.See file dsdata.txt to determine how the superseded data were derived.
 DL5924
 DL5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6460425360(NAD 83)
 DL5924
 DL5924_MARKER: DD = SURVEY DISK
 DL5924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5924_STAMPING: 4204 K 2006
 DL5924_MARK LOGO: MNDT  
 DL5924_PROJECTION: FLUSH
 DL5924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5924+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5924_ROD/PIPE-DEPTH:  4.6 meters
 DL5924
 DL5924  HISTORY     - Date     Condition        Report By
 DL5924  HISTORY     - 2006     MONUMENTED       MNDT
 DL5924  HISTORY     - 20061012 GOOD             MNDT
 DL5924  HISTORY     - 20090428 GOOD             MNDT
 DL5924
 DL5924                          STATION DESCRIPTION
 DL5924
 DL5924'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5924'RECOVERED AS DESCRIBED.
 DL5924
 DL5924                          STATION RECOVERY (2009)
 DL5924
 DL5924'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5924'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5924'THE MARK IS 8.5 MILES WEST OF MARSHALL, 8.6 MILES SOUTHWEST AND WEST
 DL5924'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5924'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5924'26.3, 112.0 FEET SOUTH OF TRUNK HIGHWAY 19, 40.0 FEET EAST OF COUNTY
 DL5924'ROAD 87 (170TH AVENUE), 20.0 FEET SOUTH OF FIELD ENTRANCE, 1.0 FOOT
 DL5924'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6815 ***********************************************************************
 DL6815  DESIGNATION -  4204 L
 DL6815  PID         -  DL6815
 DL6815  STATE/COUNTY-  MN/LYON
 DL6815  COUNTRY     -  US
 DL6815  USGS QUAD   -  LYND (1963)
 DL6815
 DL6815                         *CURRENT SURVEY CONTROL
 DL6815  ______________________________________________________________________
 DL6815* NAD 83(1986) POSITION- 44 26 36.     (N) 095 57 46.     (W)   SCALED    
 DL6815* NAVD 88 ORTHO HEIGHT -   401.053  (meters)    1315.79  (feet) ADJUSTED  
 DL6815  ______________________________________________________________________
 DL6815  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DL6815  DYNAMIC HEIGHT  -        400.981 (meters)     1315.55  (feet) COMP
 DL6815  MODELED GRAVITY -    980,426.8   (mgal)                       NAVD 88
 DL6815
 DL6815  VERT ORDER      -  SECOND    CLASS I
 DL6815
 DL6815.The horizontal coordinates were scaled from a topographic map and have
 DL6815.an estimated accuracy of +/- 6 seconds.
 DL6815.
 DL6815.The orthometric height was determined by differential leveling and
 DL6815.adjusted in February 2011.
 DL6815
 DL6815.Photographs are available for this station.
 DL6815
 DL6815.The dynamic height is computed by dividing the NAVD 88
 DL6815.geopotential number by the normal gravity value computed on the
 DL6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6815.degrees latitude (g = 980.6199 gals.).
 DL6815
 DL6815.The modeled gravity was interpolated from observed gravity values.
 DL6815
 DL6815;                    North         East    Units  Estimated Accuracy
 DL6815;SPC MN S     -   262,250.      643,780.      MT  (+/- 180 meters Scaled)
 DL6815
 DL6815                          SUPERSEDED SURVEY CONTROL
 DL6815
 DL6815.No superseded survey control is available for this station.
 DL6815
 DL6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK642253(NAD 83)
 DL6815
 DL6815_MARKER: DD = SURVEY DISK
 DL6815_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL6815_SP_SET: BOX CULVERT
 DL6815_STAMPING: 4204 L 2006
 DL6815_MARK LOGO: MNDT  
 DL6815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6815+STABILITY: SURFACE MOTION
 DL6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6815+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6815
 DL6815  HISTORY     - Date     Condition        Report By
 DL6815  HISTORY     - 2006     MONUMENTED       MNDT
 DL6815
 DL6815                          STATION DESCRIPTION
 DL6815
 DL6815'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6815'THE MARK IS 9.0 MILES (14.5 KM) WEST OF MARSHALL, IN HEADWALL BOX
 DL6815'CULVERT IN SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMMBER 3121
 DL6815'OVER CREEK, 8.8 MILES (14.2 KM) SOUTHWEST AND WEST ALONG TRUNK HIGHWAY
 DL6815'19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK HIGHWAY 59/68 IN
 DL6815'MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT 26.05, 25.7 FEET (7.8 M) SOUTH
 DL6815'OF TRUNK HIGHWAY 19.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5925 ***********************************************************************
 DL5925  DESIGNATION -  4204 M
 DL5925  PID         -  DL5925
 DL5925  STATE/COUNTY-  MN/LYON
 DL5925  COUNTRY     -  US
 DL5925  USGS QUAD   -  LYND (1963)
 DL5925
 DL5925                         *CURRENT SURVEY CONTROL
 DL5925  ______________________________________________________________________
 DL5925* NAD 83(2007) POSITION- 44 26 37.91479(N) 095 58 43.80183(W)   ADJUSTED  
 DL5925* NAD 83(2007) ELLIP HT-   392.467 (meters)        (10/23/09)   ADJUSTED
 DL5925* NAD 83(2007) EPOCH   -  2002.00
 DL5925* NAVD 88 ORTHO HEIGHT -   419.136  (meters)    1375.12  (feet) ADJUSTED  
 DL5925  ______________________________________________________________________
 DL5925  NAD 83(2007) X  -   -475,115.927 (meters)                     COMP
 DL5925  NAD 83(2007) Y  - -4,536,546.603 (meters)                     COMP
 DL5925  NAD 83(2007) Z  -  4,443,711.759 (meters)                     COMP
 DL5925  LAPLACE CORR    -         -4.78  (seconds)                    DEFLEC09
 DL5925  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DL5925  DYNAMIC HEIGHT  -        419.060 (meters)     1374.87  (feet) COMP
 DL5925  MODELED GRAVITY -    980,425.2   (mgal)                       NAVD 88
 DL5925
 DL5925  HORZ ORDER      -  FIRST
 DL5925  VERT ORDER      -  SECOND    CLASS I
 DL5925  ELLP ORDER      -  FIRST     CLASS II
 DL5925
 DL5925.The horizontal coordinates were established by GPS observations
 DL5925.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5925
 DL5925.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5925.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5925
 DL5925.The horizontal coordinates are valid at the epoch date displayed above
 DL5925.which is a decimal equivalence of Year/Month/Day.
 DL5925
 DL5925.The orthometric height was determined by differential leveling and
 DL5925.adjusted in February 2011.
 DL5925
 DL5925.Photographs are available for this station.
 DL5925
 DL5925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5925
 DL5925.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5925
 DL5925.The ellipsoidal height was determined by GPS observations
 DL5925.and is referenced to NAD 83.
 DL5925
 DL5925.The dynamic height is computed by dividing the NAVD 88
 DL5925.geopotential number by the normal gravity value computed on the
 DL5925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5925.degrees latitude (g = 980.6199 gals.).
 DL5925
 DL5925.The modeled gravity was interpolated from observed gravity values.
 DL5925
 DL5925. The following values were computed from the NAD 83(2007) position.
 DL5925
 DL5925;                    North         East     Units Scale Factor Converg.
 DL5925;SPC MN S     -   262,336.136   642,500.872   MT  0.99992254   -1 23 13.3
 DL5925;SPC MN S     -   860,681.14  2,107,938.28   sFT  0.99992254   -1 23 13.3
 DL5925;UTM  15      - 4,925,490.501   262,960.091   MT  1.00029105   -2 05 12.4
 DL5925;UTM  14      - 4,925,614.119   740,408.555   MT  1.00031083   +2 06 59.3
 DL5925
 DL5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5925!SPC MN S     -   0.99993847  x   0.99992254  =   0.99986101
 DL5925!UTM  15      -   0.99993847  x   1.00029105  =   1.00022950
 DL5925!UTM  14      -   0.99993847  x   1.00031083  =   1.00024928
 DL5925
 DL5925                          SUPERSEDED SURVEY CONTROL
 DL5925
 DL5925  NAVD 88 (10/23/09)  419.13   (m)         1375.1    (f) LEVELING    3  
 DL5925
 DL5925.Superseded values are not recommended for survey control.
 DL5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5925.See file dsdata.txt to determine how the superseded data were derived.
 DL5925
 DL5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6296025490(NAD 83)
 DL5925
 DL5925_MARKER: DD = SURVEY DISK
 DL5925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5925_STAMPING: 4204 M 2006
 DL5925_MARK LOGO: MNDT  
 DL5925_PROJECTION: FLUSH
 DL5925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5925+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5925_ROD/PIPE-DEPTH:  7.6 meters
 DL5925
 DL5925  HISTORY     - Date     Condition        Report By
 DL5925  HISTORY     - 2006     MONUMENTED       MNDT
 DL5925  HISTORY     - 20061012 GOOD             MNDT
 DL5925  HISTORY     - 20090428 GOOD             MNDT
 DL5925
 DL5925                          STATION DESCRIPTION
 DL5925
 DL5925'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5925'THE MARK IS 9.5 MILES (15.3 KM) WEST OF MARSHALL, 9.6 MILES (15.4 KM)
 DL5925'SOUTHWEST AND WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK
 DL5925'HIGHWAY 19 AND TRUNK HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19
 DL5925'MILEPOINT 25.7, 96.0 FEET (29.3 M) EAST OF POWER POLE, 83.0 FEET (25.3
 DL5925'M) WEST OF 160TH AVENUE, 73.0 FEET (22.3 M) NORTH OF TRUNK HIGHWAY 19,
 DL5925'3.3 FEET (1.0 M) WEST-SOUTHWEST OF RIGHT OF WAY POST, 1.0 FOOT (0.3 M)
 DL5925'SOUTH OF WITNESS POST.
 DL5925
 DL5925                          STATION RECOVERY (2009)
 DL5925
 DL5925'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5925'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5925'THE MARK IS 9.5 MILES WEST OF MARSHALL, 9.6 MILES SOUTHWEST AND WEST
 DL5925'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5925'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5925'25.7, 96.0 FEET EAST OF POWER POLE, 83.0 FEET WEST OF 160TH AVENUE,
 DL5925'73.0 FEET NORTH OF TRUNK HIGHWAY 19, 3.3 FEET WEST-SOUTHWEST OF
 DL5925'RIGHT-OF-WAY POST, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5926 ***********************************************************************
 DL5926  DESIGNATION -  4204 N
 DL5926  PID         -  DL5926
 DL5926  STATE/COUNTY-  MN/LYON
 DL5926  COUNTRY     -  US
 DL5926  USGS QUAD   -  LYND (1963)
 DL5926
 DL5926                         *CURRENT SURVEY CONTROL
 DL5926  ______________________________________________________________________
 DL5926* NAD 83(2007) POSITION- 44 26 38.75707(N) 095 59 54.79998(W)   ADJUSTED  
 DL5926* NAD 83(2007) ELLIP HT-   413.394 (meters)        (10/23/09)   ADJUSTED
 DL5926* NAD 83(2007) EPOCH   -  2002.00
 DL5926* NAVD 88 ORTHO HEIGHT -   440.023  (meters)    1443.64  (feet) ADJUSTED  
 DL5926  ______________________________________________________________________
 DL5926  NAD 83(2007) X  -   -476,677.076 (meters)                     COMP
 DL5926  NAD 83(2007) Y  - -4,536,379.548 (meters)                     COMP
 DL5926  NAD 83(2007) Z  -  4,443,744.975 (meters)                     COMP
 DL5926  LAPLACE CORR    -         -4.87  (seconds)                    DEFLEC09
 DL5926  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DL5926  DYNAMIC HEIGHT  -        439.943 (meters)     1443.38  (feet) COMP
 DL5926  MODELED GRAVITY -    980,423.2   (mgal)                       NAVD 88
 DL5926
 DL5926  HORZ ORDER      -  FIRST
 DL5926  VERT ORDER      -  SECOND    CLASS I
 DL5926  ELLP ORDER      -  FIRST     CLASS II
 DL5926
 DL5926.The horizontal coordinates were established by GPS observations
 DL5926.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5926
 DL5926.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5926.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5926
 DL5926.The horizontal coordinates are valid at the epoch date displayed above
 DL5926.which is a decimal equivalence of Year/Month/Day.
 DL5926
 DL5926.The orthometric height was determined by differential leveling and
 DL5926.adjusted in February 2011.
 DL5926
 DL5926.Photographs are available for this station.
 DL5926
 DL5926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5926
 DL5926.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5926
 DL5926.The ellipsoidal height was determined by GPS observations
 DL5926.and is referenced to NAD 83.
 DL5926
 DL5926.The dynamic height is computed by dividing the NAVD 88
 DL5926.geopotential number by the normal gravity value computed on the
 DL5926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5926.degrees latitude (g = 980.6199 gals.).
 DL5926
 DL5926.The modeled gravity was interpolated from observed gravity values.
 DL5926
 DL5926. The following values were computed from the NAD 83(2007) position.
 DL5926
 DL5926;                    North         East     Units Scale Factor Converg.
 DL5926;SPC MN S     -   262,400.313   640,932.131   MT  0.99992254   -1 24 03.0
 DL5926;SPC MN S     -   860,891.69  2,102,791.50   sFT  0.99992254   -1 24 03.0
 DL5926;UTM  15      - 4,925,573.863   261,391.666   MT  1.00030022   -2 06 02.2
 DL5926;UTM  14      - 4,925,582.299   738,838.221   MT  1.00030157   +2 06 09.5
 DL5926
 DL5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5926!SPC MN S     -   0.99993519  x   0.99992254  =   0.99985773
 DL5926!UTM  15      -   0.99993519  x   1.00030022  =   1.00023539
 DL5926!UTM  14      -   0.99993519  x   1.00030157  =   1.00023674
 DL5926
 DL5926                          SUPERSEDED SURVEY CONTROL
 DL5926
 DL5926  NAVD 88 (10/23/09)  440.02   (m)         1443.6    (f) LEVELING    3  
 DL5926
 DL5926.Superseded values are not recommended for survey control.
 DL5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5926.See file dsdata.txt to determine how the superseded data were derived.
 DL5926
 DL5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6139125573(NAD 83)
 DL5926
 DL5926_MARKER: DD = SURVEY DISK
 DL5926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5926_STAMPING: 4204 N 2006
 DL5926_MARK LOGO: MNDT  
 DL5926_PROJECTION: RECESSED 5 CENTIMETERS
 DL5926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5926+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5926_ROD/PIPE-DEPTH:  6.1 meters
 DL5926
 DL5926  HISTORY     - Date     Condition        Report By
 DL5926  HISTORY     - 2006     MONUMENTED       MNDT
 DL5926  HISTORY     - 20061010 GOOD             MNDT
 DL5926  HISTORY     - 20090428 GOOD             MNDT
 DL5926
 DL5926                          STATION DESCRIPTION
 DL5926
 DL5926'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5926'THE MARK IS 10.5 MILES (16.9 KM) WEST OF MARSHALL, 10.6 MILES (17.1
 DL5926'KM) SOUTHWEST AND WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK
 DL5926'HIGHWAY 19 AND TRUNK HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19
 DL5926'MILEPOINT 24.3, 92.0 FEET (28.0 M) NORTH OF TRUNK HIGHWAY 19, 88.0
 DL5926'FEET (26.8 M) WEST-NORTHWEST OF POWER POLE WITH GUY WIRE, 85.0 FEET
 DL5926'(25.9 M) EAST OF COUNTYROAD 3 (15TH AVENUE), 1.0 FOOT (0.3 M) SOUTH OF
 DL5926'WITNESS POST.
 DL5926
 DL5926                          STATION RECOVERY (2009)
 DL5926
 DL5926'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5926'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5926'THE MARK IS 10.5 MILES WEST OF MARSHALL, 10.6 MILES SOUTHWEST AND WEST
 DL5926'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5926'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5926'24.3, 92.0 FEET NORTH OF TRUNK HIGHWAY 19, 88.0 FEET WEST-NORTHWEST OF
 DL5926'POWER POLE WITH GUY WIRE, 85.0 FEET EAST OF COUNTY ROAD 3 (15TH
 DL5926'AVENUE), 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5927 ***********************************************************************
 DL5927  DESIGNATION -  4204 P
 DL5927  PID         -  DL5927
 DL5927  STATE/COUNTY-  MN/LYON
 DL5927  COUNTRY     -  US
 DL5927  USGS QUAD   -  GISLASON LAKE (1963)
 DL5927
 DL5927                         *CURRENT SURVEY CONTROL
 DL5927  ______________________________________________________________________
 DL5927* NAD 83(2007) POSITION- 44 26 36.22097(N) 096 01 08.47163(W)   ADJUSTED  
 DL5927* NAD 83(2007) ELLIP HT-   423.910 (meters)        (10/23/09)   ADJUSTED
 DL5927* NAD 83(2007) EPOCH   -  2002.00
 DL5927* NAVD 88 ORTHO HEIGHT -   450.498  (meters)    1478.01  (feet) ADJUSTED  
 DL5927  ______________________________________________________________________
 DL5927  NAD 83(2007) X  -   -478,303.841 (meters)                     COMP
 DL5927  NAD 83(2007) Y  - -4,536,270.985 (meters)                     COMP
 DL5927  NAD 83(2007) Z  -  4,443,696.447 (meters)                     COMP
 DL5927  LAPLACE CORR    -         -4.92  (seconds)                    DEFLEC09
 DL5927  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DL5927  DYNAMIC HEIGHT  -        450.416 (meters)     1477.74  (feet) COMP
 DL5927  MODELED GRAVITY -    980,421.2   (mgal)                       NAVD 88
 DL5927
 DL5927  HORZ ORDER      -  FIRST
 DL5927  VERT ORDER      -  SECOND    CLASS I
 DL5927  ELLP ORDER      -  FIRST     CLASS II
 DL5927
 DL5927.The horizontal coordinates were established by GPS observations
 DL5927.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5927
 DL5927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5927.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5927
 DL5927.The horizontal coordinates are valid at the epoch date displayed above
 DL5927.which is a decimal equivalence of Year/Month/Day.
 DL5927
 DL5927.The orthometric height was determined by differential leveling and
 DL5927.adjusted in February 2011.
 DL5927
 DL5927.Photographs are available for this station.
 DL5927
 DL5927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5927
 DL5927.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5927
 DL5927.The ellipsoidal height was determined by GPS observations
 DL5927.and is referenced to NAD 83.
 DL5927
 DL5927.The dynamic height is computed by dividing the NAVD 88
 DL5927.geopotential number by the normal gravity value computed on the
 DL5927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5927.degrees latitude (g = 980.6199 gals.).
 DL5927
 DL5927.The modeled gravity was interpolated from observed gravity values.
 DL5927
 DL5927. The following values were computed from the NAD 83(2007) position.
 DL5927
 DL5927;                    North         East     Units Scale Factor Converg.
 DL5927;SPC MN S     -   262,362.088   639,301.741   MT  0.99992255   -1 24 54.7
 DL5927;SPC MN S     -   860,766.28  2,097,442.46   sFT  0.99992255   -1 24 54.7
 DL5927;UTM  14      - 4,925,444.463   737,212.606   MT  1.00029205   +2 05 17.8
 DL5927;UTM  15      - 4,925,555.546   259,760.307   MT  1.00030983   -2 06 53.8
 DL5927
 DL5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5927!SPC MN S     -   0.99993354  x   0.99992255  =   0.99985609
 DL5927!UTM  14      -   0.99993354  x   1.00029205  =   1.00022557
 DL5927!UTM  15      -   0.99993354  x   1.00030983  =   1.00024335
 DL5927
 DL5927                          SUPERSEDED SURVEY CONTROL
 DL5927
 DL5927  NAVD 88 (10/23/09)  450.49   (m)         1478.0    (f) LEVELING    3  
 DL5927
 DL5927.Superseded values are not recommended for survey control.
 DL5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5927.See file dsdata.txt to determine how the superseded data were derived.
 DL5927
 DL5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3721225444(NAD 83)
 DL5927
 DL5927_MARKER: DD = SURVEY DISK
 DL5927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5927_STAMPING: 4204 P 2006
 DL5927_MARK LOGO: MNDT  
 DL5927_PROJECTION: RECESSED 5 CENTIMETERS
 DL5927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5927+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5927_ROD/PIPE-DEPTH:  4.6 meters
 DL5927
 DL5927  HISTORY     - Date     Condition        Report By
 DL5927  HISTORY     - 2006     MONUMENTED       MNDT
 DL5927  HISTORY     - 20061012 GOOD             MNDT
 DL5927  HISTORY     - 20090428 GOOD             MNDT
 DL5927
 DL5927                          STATION DESCRIPTION
 DL5927
 DL5927'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5927'THE MARK IS 11.5 MILES (18.5 KM) WEST OF MARSHALL, 11.6 MILES (18.7
 DL5927'KM) SOUTHWEST AND WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK
 DL5927'HIGHWAY 19 AND TRUNK HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19
 DL5927'MILEPOINT 23.7, 232.0 FEET (70.7 M) SOUTH OF TRUNK HIGHWAY 19, 52.0
 DL5927'FEET (15.8 M) EAST OF COUNTYROAD 13, 32.0 FEET (9.8 M) NORTH OF WOODS
 DL5927'ENTRANCE, 1.0 FOOT (0.3 M) WEST OF WITNESS POST.
 DL5927
 DL5927                          STATION RECOVERY (2009)
 DL5927
 DL5927'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5927'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5927'THE MARK IS 11.5 MILES WEST OF MARSHALL, 11.6 MILES SOUTHWEST AND WEST
 DL5927'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5927'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5927'23.7, 232.0 FEET SOUTH OF TRUNK HIGHWAY 19, 52.0 FEET EAST OF COUNTY
 DL5927'ROAD 13, 32.0 FEET NORTH OF WOODS ENTRANCE, 1.0 FOOT WEST OF WITNESS
 DL5927'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5928 ***********************************************************************
 DL5928  DESIGNATION -  4204 Q
 DL5928  PID         -  DL5928
 DL5928  STATE/COUNTY-  MN/LYON
 DL5928  COUNTRY     -  US
 DL5928  USGS QUAD   -  GISLASON LAKE (1963)
 DL5928
 DL5928                         *CURRENT SURVEY CONTROL
 DL5928  ______________________________________________________________________
 DL5928* NAD 83(2007) POSITION- 44 26 38.39762(N) 096 02 22.98727(W)   ADJUSTED  
 DL5928* NAD 83(2007) ELLIP HT-   437.083 (meters)        (10/23/09)   ADJUSTED
 DL5928* NAD 83(2007) EPOCH   -  2002.00
 DL5928* NAVD 88 ORTHO HEIGHT -   463.637  (meters)    1521.12  (feet) ADJUSTED  
 DL5928  ______________________________________________________________________
 DL5928  NAD 83(2007) X  -   -479,938.631 (meters)                     COMP
 DL5928  NAD 83(2007) Y  - -4,536,060.462 (meters)                     COMP
 DL5928  NAD 83(2007) Z  -  4,443,753.641 (meters)                     COMP
 DL5928  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC09
 DL5928  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DL5928  DYNAMIC HEIGHT  -        463.551 (meters)     1520.83  (feet) COMP
 DL5928  MODELED GRAVITY -    980,418.9   (mgal)                       NAVD 88
 DL5928
 DL5928  HORZ ORDER      -  FIRST
 DL5928  VERT ORDER      -  SECOND    CLASS I
 DL5928  ELLP ORDER      -  FIRST     CLASS II
 DL5928
 DL5928.The horizontal coordinates were established by GPS observations
 DL5928.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5928
 DL5928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5928.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5928
 DL5928.The horizontal coordinates are valid at the epoch date displayed above
 DL5928.which is a decimal equivalence of Year/Month/Day.
 DL5928
 DL5928.The orthometric height was determined by differential leveling and
 DL5928.adjusted in February 2011.
 DL5928
 DL5928.Photographs are available for this station.
 DL5928
 DL5928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5928
 DL5928.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5928
 DL5928.The ellipsoidal height was determined by GPS observations
 DL5928.and is referenced to NAD 83.
 DL5928
 DL5928.The dynamic height is computed by dividing the NAVD 88
 DL5928.geopotential number by the normal gravity value computed on the
 DL5928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5928.degrees latitude (g = 980.6199 gals.).
 DL5928
 DL5928.The modeled gravity was interpolated from observed gravity values.
 DL5928
 DL5928. The following values were computed from the NAD 83(2007) position.
 DL5928
 DL5928;                    North         East     Units Scale Factor Converg.
 DL5928;SPC MN S     -   262,470.149   637,656.295   MT  0.99992254   -1 25 46.9
 DL5928;SPC MN S     -   861,120.81  2,092,044.03   sFT  0.99992254   -1 25 46.9
 DL5928;UTM  14      - 4,925,451.773   735,563.030   MT  1.00028246   +2 04 25.6
 DL5928;UTM  15      - 4,925,683.744   258,115.658   MT  1.00031958   -2 07 46.1
 DL5928
 DL5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5928!SPC MN S     -   0.99993147  x   0.99992254  =   0.99985402
 DL5928!UTM  14      -   0.99993147  x   1.00028246  =   1.00021391
 DL5928!UTM  15      -   0.99993147  x   1.00031958  =   1.00025103
 DL5928
 DL5928                          SUPERSEDED SURVEY CONTROL
 DL5928
 DL5928  NAVD 88 (10/23/09)  463.63   (m)         1521.1    (f) LEVELING    3  
 DL5928
 DL5928.Superseded values are not recommended for survey control.
 DL5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5928.See file dsdata.txt to determine how the superseded data were derived.
 DL5928
 DL5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3556325451(NAD 83)
 DL5928
 DL5928_MARKER: DD = SURVEY DISK
 DL5928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5928_STAMPING: 4204 Q 2006
 DL5928_MARK LOGO: MNDT  
 DL5928_PROJECTION: RECESSED 5 CENTIMETERS
 DL5928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5928+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DL5928_ROD/PIPE-DEPTH:  4.6 meters
 DL5928
 DL5928  HISTORY     - Date     Condition        Report By
 DL5928  HISTORY     - 2006     MONUMENTED       MNDT
 DL5928  HISTORY     - 20061010 GOOD             MNDT
 DL5928  HISTORY     - 20090428 GOOD             MNDT
 DL5928
 DL5928                          STATION DESCRIPTION
 DL5928
 DL5928'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5928'THE MARK IS 12.5 MILES (20.1 KM) WEST OF MARSHALL, 12.6 MILES (20.3
 DL5928'KM) SOUTHWEST AND WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK
 DL5928'HIGHWAY 19 AND TRUNK HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19
 DL5928'MILEPOINT 22.25, 82.0 FEET (25.0 M) SOUTH OF TRUNK HIGHWAY 19, 32.0
 DL5928'FEET (9.8 M) WEST OF 130TH AVENUE, 8.6 FEET (2.6 M) SOUTHEAST OF CABLE
 DL5928'BOX NUMMBER 477, 1.0 FOOT (0.3 M) NORTH OF WITNESS POST.
 DL5928
 DL5928                          STATION RECOVERY (2009)
 DL5928
 DL5928'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DL5928'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5928'THE MARK IS 12.5 MILES WEST OF MARSHALL, 12.6 MILES SOUTHWEST AND WEST
 DL5928'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5928'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5928'22.25, 82.0 FEET SOUTH OF TRUNK HIGHWAY 19, 32.0 FEET WEST OF 130TH
 DL5928'AVENUE, 8.6 FEET SOUTHEAST OF CABLE BOX NUMMBER 477, 1.0 FOOT NORTH OF
 DL5928'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6814 ***********************************************************************
 DL6814  DESIGNATION -  4204 R
 DL6814  PID         -  DL6814
 DL6814  STATE/COUNTY-  MN/LYON
 DL6814  COUNTRY     -  US
 DL6814  USGS QUAD   -  GISLASON LAKE (1963)
 DL6814
 DL6814                         *CURRENT SURVEY CONTROL
 DL6814  ______________________________________________________________________
 DL6814* NAD 83(1986) POSITION- 44 26 39.     (N) 096 03 21.     (W)   SCALED    
 DL6814* NAVD 88 ORTHO HEIGHT -   451.855  (meters)    1482.46  (feet) ADJUSTED  
 DL6814  ______________________________________________________________________
 DL6814  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 DL6814  DYNAMIC HEIGHT  -        451.771 (meters)     1482.19  (feet) COMP
 DL6814  MODELED GRAVITY -    980,417.0   (mgal)                       NAVD 88
 DL6814
 DL6814  VERT ORDER      -  SECOND    CLASS I
 DL6814
 DL6814.The horizontal coordinates were scaled from a topographic map and have
 DL6814.an estimated accuracy of +/- 6 seconds.
 DL6814.
 DL6814.The orthometric height was determined by differential leveling and
 DL6814.adjusted in February 2011.
 DL6814
 DL6814.Photographs are available for this station.
 DL6814
 DL6814.The dynamic height is computed by dividing the NAVD 88
 DL6814.geopotential number by the normal gravity value computed on the
 DL6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6814.degrees latitude (g = 980.6199 gals.).
 DL6814
 DL6814.The modeled gravity was interpolated from observed gravity values.
 DL6814
 DL6814;                    North         East    Units  Estimated Accuracy
 DL6814;SPC MN S     -   262,520.      636,370.      MT  (+/- 180 meters Scaled)
 DL6814
 DL6814                          SUPERSEDED SURVEY CONTROL
 DL6814
 DL6814.No superseded survey control is available for this station.
 DL6814
 DL6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ342254(NAD 83)
 DL6814
 DL6814_MARKER: DV = VERTICAL CONTROL DISK
 DL6814_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL6814_SP_SET: BRIDGE ABUTMENT
 DL6814_STAMPING: 4204 R 2006
 DL6814_MARK LOGO: MNDT  
 DL6814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6814+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2006
 DL6814
 DL6814  HISTORY     - Date     Condition        Report By
 DL6814  HISTORY     - 1987     MONUMENTED       MNDT
 DL6814  HISTORY     - 20061011 GOOD             MNDT
 DL6814
 DL6814                          STATION DESCRIPTION
 DL6814
 DL6814'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL6814'THE MARK IS 13.0 MI (20.9 KM) WEST OF MARSHALL, IN ABUTMENT IN
 DL6814'SOUTHEAST CORNER OF TRUNK HIGHWAY 19 BRIDGE NUMMBER 5555 OVER SOUTH
 DL6814'BRANCH YELLOW MEDICINE RIVER, 13.3 MI (21.4 KM) SOUTHWEST AND WEST
 DL6814'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL6814'HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILE POINT 21.45, 19.5
 DL6814'FT (5.9 M) SOUTH OF TRUNK HIGHWAY 19.  DISK SET IN BRIDGE WHEN BUILT
 DL6814'IN 1987 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL6813 ***********************************************************************
 DL6813  DESIGNATION -  4204 S
 DL6813  PID         -  DL6813
 DL6813  STATE/COUNTY-  MN/LYON
 DL6813  COUNTRY     -  US
 DL6813  USGS QUAD   -  GISLASON LAKE (1963)
 DL6813
 DL6813                         *CURRENT SURVEY CONTROL
 DL6813  ______________________________________________________________________
 DL6813* NAD 83(1986) POSITION- 44 26 39.     (N) 096 04 46.     (W)   SCALED    
 DL6813* NAVD 88 ORTHO HEIGHT -   474.001  (meters)    1555.12  (feet) ADJUSTED  
 DL6813  ______________________________________________________________________
 DL6813  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DL6813  DYNAMIC HEIGHT  -        473.911 (meters)     1554.82  (feet) COMP
 DL6813  MODELED GRAVITY -    980,414.0   (mgal)                       NAVD 88
 DL6813
 DL6813  VERT ORDER      -  SECOND    CLASS I
 DL6813
 DL6813.The horizontal coordinates were scaled from a topographic map and have
 DL6813.an estimated accuracy of +/- 6 seconds.
 DL6813.
 DL6813.The orthometric height was determined by differential leveling and
 DL6813.adjusted in February 2011.
 DL6813
 DL6813.The dynamic height is computed by dividing the NAVD 88
 DL6813.geopotential number by the normal gravity value computed on the
 DL6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6813.degrees latitude (g = 980.6199 gals.).
 DL6813
 DL6813.The modeled gravity was interpolated from observed gravity values.
 DL6813
 DL6813;                    North         East    Units  Estimated Accuracy
 DL6813;SPC MN S     -   262,570.      634,500.      MT  (+/- 180 meters Scaled)
 DL6813
 DL6813                          SUPERSEDED SURVEY CONTROL
 DL6813
 DL6813.No superseded survey control is available for this station.
 DL6813
 DL6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ324253(NAD 83)
 DL6813
 DL6813_MARKER: DD = SURVEY DISK
 DL6813_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL6813_STAMPING: 4204 S 2006
 DL6813_MARK LOGO: MNDT  
 DL6813_PROJECTION: RECESSED 5 CENTIMETERS
 DL6813_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL6813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6813+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL6813_ROD/PIPE-DEPTH:  6.1 meters
 DL6813
 DL6813  HISTORY     - Date     Condition        Report By
 DL6813  HISTORY     - 2006     MONUMENTED       MNDT
 DL6813
 DL6813                          STATION DESCRIPTION
 DL6813
 DL6813'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL6813'THE MARK IS 14.5 MILES (23.3 KM) WEST OF MARSHALL, 14.6 MILES (23.5
 DL6813'KM) SOUTHWEST AND WEST ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK
 DL6813'HIGHWAY 19 AND TRUNK HIGHWAY 59/68 IN MARSHALL, AT TRUNK HIGHWAY 19
 DL6813'MILEPOINT 20.3, 73.0 FEET (22.3 M) SOUTH OF TRUNK HIGHWAY 19, 27.0
 DL6813'FEET (8.2 M) EAST OF 290TH AVENUE, 18.0 FEET (5.5 M) SOUTH OF FIELD
 DL6813'ENTRANCE, 1.0 FOOT (0.3 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5929 ***********************************************************************
 DL5929  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5929  DESIGNATION -  4204 S RESET
 DL5929  PID         -  DL5929
 DL5929  STATE/COUNTY-  MN/LYON
 DL5929  COUNTRY     -  US
 DL5929  USGS QUAD   -  GISLASON LAKE (1963)
 DL5929
 DL5929                         *CURRENT SURVEY CONTROL
 DL5929  ______________________________________________________________________
 DL5929* NAD 83(2007) POSITION- 44 26 39.51605(N) 096 04 46.11924(W)   ADJUSTED  
 DL5929* NAD 83(2007) ELLIP HT-   447.474 (meters)        (10/23/09)   ADJUSTED
 DL5929* NAD 83(2007) EPOCH   -  2002.00
 DL5929* NAVD 88 ORTHO HEIGHT -   473.94   (meters)    1554.9   (feet) GPS OBS   
 DL5929  ______________________________________________________________________
 DL5929  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5929  GEOID HEIGHT    -        -26.42  (meters)                     GEOID03
 DL5929  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DL5929  NAD 83(2007) X  -   -483,084.419 (meters)                     COMP
 DL5929  NAD 83(2007) Y  - -4,535,709.667 (meters)                     COMP
 DL5929  NAD 83(2007) Z  -  4,443,785.565 (meters)                     COMP
 DL5929  LAPLACE CORR    -         -5.19  (seconds)                    DEFLEC09
 DL5929  HORZ ORDER      -  FIRST
 DL5929  ELLP ORDER      -  FIRST     CLASS II
 DL5929
 DL5929.The horizontal coordinates were established by GPS observations
 DL5929.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5929
 DL5929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5929.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5929
 DL5929.The horizontal coordinates are valid at the epoch date displayed above
 DL5929.which is a decimal equivalence of Year/Month/Day.
 DL5929
 DL5929.The orthometric height was determined by GPS observations and a
 DL5929.high-resolution geoid model using precise GPS observation and
 DL5929.processing techniques.
 DL5929
 DL5929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5929
 DL5929.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5929
 DL5929.The ellipsoidal height was determined by GPS observations
 DL5929.and is referenced to NAD 83.
 DL5929
 DL5929. The following values were computed from the NAD 83(2007) position.
 DL5929
 DL5929;                    North         East     Units Scale Factor Converg.
 DL5929;SPC MN S     -   262,584.389   634,493.391   MT  0.99992254   -1 27 27.2
 DL5929;SPC MN S     -   861,495.62  2,081,667.07   sFT  0.99992254   -1 27 27.2
 DL5929;UTM  14      - 4,925,372.490   732,397.946   MT  1.00026424   +2 02 45.3
 DL5929;UTM  15      - 4,925,836.668   254,953.101   MT  1.00033853   -2 09 26.5
 DL5929
 DL5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5929!SPC MN S     -   0.99992984  x   0.99992254  =   0.99985239
 DL5929!UTM  14      -   0.99992984  x   1.00026424  =   1.00019406
 DL5929!UTM  15      -   0.99992984  x   1.00033853  =   1.00026835
 DL5929
 DL5929                          SUPERSEDED SURVEY CONTROL
 DL5929
 DL5929.No superseded survey control is available for this station.
 DL5929
 DL5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3239725372(NAD 83)
 DL5929
 DL5929_MARKER: I = METAL ROD
 DL5929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5929_STAMPING: 4204 S RESET 2006 2009
 DL5929_MARK LOGO: MNDT  
 DL5929_PROJECTION: RECESSED 3 CENTIMETERS
 DL5929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5929+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DL5929_ROD/PIPE-DEPTH:  6.1 meters
 DL5929
 DL5929  HISTORY     - Date     Condition        Report By
 DL5929  HISTORY     - 2009     MONUMENTED       MNDT
 DL5929
 DL5929                          STATION DESCRIPTION
 DL5929
 DL5929'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5929'THE MARK IS 14.5 MILES WEST OF MARSHALL, 14.6 MILES SOUTHWEST AND WEST
 DL5929'ALONG TRUNK HIGHWAY 19 FROM JUNCTION OF TRUNK HIGHWAY 19 AND TRUNK
 DL5929'HIGHWAY 59/TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 19 MILEPOINT
 DL5929'20.3, 73.0 FEET SOUTH OF TRUNK HIGHWAY 19, 27.0 FEET EAST OF 290TH
 DL5929'AVENUE, 18.0 FEET SOUTH OF FIELD ENTRANCE, 1.0 FOOT NORTH OF WITNESS
 DL5929'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1212 ***********************************************************************
 PQ1212  DESIGNATION -  4205 B
 PQ1212  PID         -  PQ1212
 PQ1212  STATE/COUNTY-  MN/LYON
 PQ1212  COUNTRY     -  US
 PQ1212  USGS QUAD   -  MARSHALL (1994)
 PQ1212
 PQ1212                         *CURRENT SURVEY CONTROL
 PQ1212  ______________________________________________________________________
 PQ1212* NAD 83(2007) POSITION- 44 27 03.57684(N) 095 45 23.85859(W)   ADJUSTED  
 PQ1212* NAD 83(2007) ELLIP HT-   321.509 (meters)        (02/10/07)   ADJUSTED
 PQ1212* NAD 83(2007) EPOCH   -  2002.00
 PQ1212* NAVD 88 ORTHO HEIGHT -   348.495  (meters)    1143.35  (feet) ADJUSTED  
 PQ1212  ______________________________________________________________________
 PQ1212  NAD 83(2007) X  -   -457,457.887 (meters)                     COMP
 PQ1212  NAD 83(2007) Y  - -4,537,752.780 (meters)                     COMP
 PQ1212  NAD 83(2007) Z  -  4,444,227.584 (meters)                     COMP
 PQ1212  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC09
 PQ1212  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 PQ1212  DYNAMIC HEIGHT  -        348.437 (meters)     1143.16  (feet) COMP
 PQ1212  MODELED GRAVITY -    980,442.8   (mgal)                       NAVD 88
 PQ1212
 PQ1212  VERT ORDER      -  FIRST     CLASS II
 PQ1212
 PQ1212  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1212  Type                                         Horiz  Ellip  Dist(km)
 PQ1212  -------------------------------------------------------------------
 PQ1212  NETWORK                                       0.46   0.51
 PQ1212  -------------------------------------------------------------------
 PQ1212  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.44   0.45      3.95
 PQ1212  -------------------------------------------------------------------
 PQ1212  NOTE: Click here for information on individual local accuracy
 PQ1212  values and other accuracy information.
 PQ1212
 PQ1212
 PQ1212.The horizontal coordinates were established by GPS observations
 PQ1212.and adjusted by the National Geodetic Survey in February 2007.
 PQ1212
 PQ1212.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1212.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1212
 PQ1212.The horizontal coordinates are valid at the epoch date displayed above
 PQ1212.which is a decimal equivalence of Year/Month/Day.
 PQ1212
 PQ1212.The orthometric height was determined by differential leveling and
 PQ1212.adjusted in June 1991.
 PQ1212
 PQ1212.Photographs are available for this station.
 PQ1212
 PQ1212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1212
 PQ1212.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1212
 PQ1212.The ellipsoidal height was determined by GPS observations
 PQ1212.and is referenced to NAD 83.
 PQ1212
 PQ1212.The dynamic height is computed by dividing the NAVD 88
 PQ1212.geopotential number by the normal gravity value computed on the
 PQ1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1212.degrees latitude (g = 980.6199 gals.).
 PQ1212
 PQ1212.The modeled gravity was interpolated from observed gravity values.
 PQ1212
 PQ1212. The following values were computed from the NAD 83(2007) position.
 PQ1212
 PQ1212;                    North         East     Units Scale Factor Converg.
 PQ1212;SPC MN S     -   262,723.895   660,200.829   MT  0.99992243   -1 13 52.6
 PQ1212;SPC MN S     -   861,953.31  2,166,008.89   sFT  0.99992243   -1 13 52.6
 PQ1212;UTM  15      - 4,925,662.088   280,669.098   MT  1.00019164   -1 55 52.4
 PQ1212
 PQ1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1212!SPC MN S     -   0.99994959  x   0.99992243  =   0.99987202
 PQ1212!UTM  15      -   0.99994959  x   1.00019164  =   1.00014122
 PQ1212
 PQ1212:                Primary Azimuth Mark                     Grid Az
 PQ1212:SPC MN S     -  AURI                                     009 36 13.2
 PQ1212:UTM  15      -  AURI                                     010 18 13.0
 PQ1212
 PQ1212|---------------------------------------------------------------------|
 PQ1212| PID    Reference Object                     Distance      Geod. Az  |
 PQ1212|                                                           dddmmss.s |
 PQ1212| AH3645 AURI                                APPROX. 0.6 KM 0082220.6 |
 PQ1212| AJ8922 SWCOLL                              APPROX. 0.5 KM 0082422.4 |
 PQ1212|---------------------------------------------------------------------|
 PQ1212
 PQ1212                          SUPERSEDED SURVEY CONTROL
 PQ1212
 PQ1212  NAD 83(1996)-  44 27 03.57619(N)    095 45 23.85871(W) AD(       ) 1
 PQ1212  ELLIP H (09/28/98)  321.539  (m)                       GP(       ) 3 1
 PQ1212  NAVD 88 (09/28/98)  348.49   (m)         1143.3    (f) LEVELING    3  
 PQ1212
 PQ1212.Superseded values are not recommended for survey control.
 PQ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1212.See file dsdata.txt to determine how the superseded data were derived.
 PQ1212
 PQ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8066925662(NAD 83)
 PQ1212
 PQ1212_MARKER: DV = VERTICAL CONTROL DISK
 PQ1212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1212_SP_SET: ALUMINUM ALLOY ROD
 PQ1212_STAMPING: 4205 B 1987
 PQ1212_MARK LOGO: MNDT  
 PQ1212_PROJECTION: FLUSH
 PQ1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1212+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2009
 PQ1212_ROD/PIPE-DEPTH:  4.6 meters
 PQ1212
 PQ1212  HISTORY     - Date     Condition        Report By
 PQ1212  HISTORY     - 19870601 MONUMENTED       MNDT
 PQ1212  HISTORY     - 19900810 GOOD             NGS
 PQ1212  HISTORY     - 19930329 GOOD             MNDT
 PQ1212  HISTORY     - 19981203 GOOD             MNDT
 PQ1212  HISTORY     - 19990401 GOOD             MNDT
 PQ1212  HISTORY     - 20060802 GOOD             MNDT
 PQ1212  HISTORY     - 20080623 GOOD             MNDT
 PQ1212  HISTORY     - 20090422 GOOD             MNDT
 PQ1212  HISTORY     - 20090422 GOOD             MNDT
 PQ1212
 PQ1212                          STATION DESCRIPTION
 PQ1212
 PQ1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1212'IN MARSHALL, AT THE INTERSECTION OF STATE HIGHWAYS 23 AND 19, 51.0 M
 PQ1212'(167.3 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF HIGHWAY
 PQ1212'19, 27.0 M (88.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 PQ1212'OF HIGHWAY 23, 8.0 M (26.2 FT) WEST OF THE WEST EDGE OF A SIDEWALK,
 PQ1212'1.2 M (3.9 FT) BELOW THE LEVEL OF HIGHWAY 23, AND 0.35 M (1.15 FT)
 PQ1212'EAST OF A WITNESS POST AND RIGHT-OF-WAY POST.  NOTE--THE ROD IS
 PQ1212'ENCASED IN A 5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 PQ1212
 PQ1212                          STATION RECOVERY (1993)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 PQ1212'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERED BY
 PQ1212'DAVID K HERDER, TYPED BY J.E.M.
 PQ1212
 PQ1212                          STATION RECOVERY (1998)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ1212'THE MARK WAS RECOVERED AS DESCRIBED.
 PQ1212
 PQ1212                          STATION RECOVERY (1999)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1212'THE MARK WAS RECOVERED AS DESCRIBED.
 PQ1212
 PQ1212                          STATION RECOVERY (2006)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1212'RECOVERED AS DESCRIBED.
 PQ1212
 PQ1212                          STATION RECOVERY (2008)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1212'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1212'THE MARK IS AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 19 AND
 PQ1212'TRUNK HIGHWAY 68 AT MARSHALL, AT TRUNK HIGHWAY 23 MILEPOINT 75.15,
 PQ1212'88.6 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 23, 167.5 FEET NORTH OF
 PQ1212'TRUNK HIGHWAY 19/TRUNK HIGHWAY 68, 62 FEET NORTHEAST OF LIGHT
 PQ1212'STANDARD, 26.4 FEET WEST OF WEST EDGE OF SIDEWALK, 1.0 FOOT EAST OF
 PQ1212'WITNESS POST.
 PQ1212
 PQ1212                          STATION RECOVERY (2009)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1212'AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 19 AND TRUNK HIGHWAY
 PQ1212'68 AT MARSHALL, AT TRUNK HIGHWAY 23 MILEPOINT 75.15, 88.6 FEET WEST OF
 PQ1212'SOUTHBOUND TRUNK HIGHWAY 23, 167.5 FEET NORTH OF TRUNK HIGHWAY
 PQ1212'19/TRUNK HIGHWAY 68, 62 FEET NORTHEAST OF LIGHT STANDARD, 26.4 FEET
 PQ1212'WEST OF WEST EDGE OF SIDEWALK, 1.0 FOOT EAST OF WITNESS POST.
 PQ1212
 PQ1212                          STATION RECOVERY (2009)
 PQ1212
 PQ1212'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1212'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1212'THE MARK IS AT JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 19 AND
 PQ1212'TRUNK HIGHWAY 68 AT MARSHALL, AT TRUNK HIGHWAY 23 MILEPOINT 75.15,
 PQ1212'88.6 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY 23, 167.5 FEET NORTH OF
 PQ1212'TRUNK HIGHWAY 19/TRUNK HIGHWAY 68, 62 FEET NORTHEAST OF LIGHT
 PQ1212'STANDARD, 26.4 FEET WEST OF WEST EDGE OF SIDEWALK, 1.0 FOOT EAST OF
 PQ1212'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4731 ***********************************************************************
 DM4731  DESIGNATION -  4205 C
 DM4731  PID         -  DM4731
 DM4731  STATE/COUNTY-  MN/LYON
 DM4731  COUNTRY     -  US
 DM4731  USGS QUAD   -  DUDLEY (1962)
 DM4731
 DM4731                         *CURRENT SURVEY CONTROL
 DM4731  ______________________________________________________________________
 DM4731* NAD 83(1986) POSITION- 44 27 01.5    (N) 095 44 08.8    (W)   HD_HELD2  
 DM4731* NAVD 88 ORTHO HEIGHT -   345.053  (meters)    1132.06  (feet) ADJUSTED  
 DM4731  ______________________________________________________________________
 DM4731  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DM4731  DYNAMIC HEIGHT  -        344.996 (meters)     1131.87  (feet) COMP
 DM4731  MODELED GRAVITY -    980,443.6   (mgal)                       NAVD 88
 DM4731
 DM4731  VERT ORDER      -  SECOND    CLASS I
 DM4731
 DM4731.The horizontal coordinates were established by autonomous hand held GPS
 DM4731.observations and have an estimated accuracy of +/- 10 meters.
 DM4731.
 DM4731.The orthometric height was determined by differential leveling and
 DM4731.adjusted in June 2011.
 DM4731
 DM4731.The dynamic height is computed by dividing the NAVD 88
 DM4731.geopotential number by the normal gravity value computed on the
 DM4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4731.degrees latitude (g = 980.6199 gals.).
 DM4731
 DM4731.The modeled gravity was interpolated from observed gravity values.
 DM4731
 DM4731;                    North         East    Units  Estimated Accuracy
 DM4731;SPC MN S     -   262,624.      661,859.      MT  (+/- 10 meters HH2 GPS)
 DM4731
 DM4731                          SUPERSEDED SURVEY CONTROL
 DM4731
 DM4731.No superseded survey control is available for this station.
 DM4731
 DM4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8232525542(NAD 83)
 DM4731
 DM4731_MARKER: DD = SURVEY DISK
 DM4731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4731_STAMPING: 4205 C 2006
 DM4731_MARK LOGO: MNDT  
 DM4731_PROJECTION: FLUSH
 DM4731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4731+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DM4731_ROD/PIPE-DEPTH:  9.1 meters
 DM4731
 DM4731  HISTORY     - Date     Condition        Report By
 DM4731  HISTORY     - 20060822 MONUMENTED       MNDT
 DM4731
 DM4731                          STATION DESCRIPTION
 DM4731
 DM4731'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4731'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) SOUTH-SOUTHEAST OF GREEN
 DM4731'VALLEY, 4.5 KM (2.8 MI) NORTHWEST OF DUDLEY AND 4.2 KM (2.6 MI) EAST
 DM4731'OF MARSHALL.
 DM4731' 
 DM4731'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF MARSHALL, 1.0 MI (1.6 KM)
 DM4731'EAST ALONG TRUNK HIGHWAY 19/TRUNK HIGHWAY 68 FROM THE JUNCTION
 DM4731'19/TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 23 IN MARSHALL, AT TRUNK HIGHWAY
 DM4731'19 MILE POINT 37.5, 62.5 FT (19.1 M) SOUTH OF TRUNK HIGHWAYS 19/68, 36
 DM4731'FT (11.0 M) WEST OF 280TH AVENUE, 7.9 FT (2.4 M) NORTH OF POWER POLE,
 DM4731'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4732 ***********************************************************************
 DM4732  DESIGNATION -  4205 D
 DM4732  PID         -  DM4732
 DM4732  STATE/COUNTY-  MN/LYON
 DM4732  COUNTRY     -  US
 DM4732  USGS QUAD   -  DUDLEY (1962)
 DM4732
 DM4732                         *CURRENT SURVEY CONTROL
 DM4732  ______________________________________________________________________
 DM4732* NAD 83(1986) POSITION- 44 27 27.3    (N) 095 41 45.5    (W)   HD_HELD2  
 DM4732* NAVD 88 ORTHO HEIGHT -   341.406  (meters)    1120.10  (feet) ADJUSTED  
 DM4732  ______________________________________________________________________
 DM4732  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DM4732  DYNAMIC HEIGHT  -        341.351 (meters)     1119.92  (feet) COMP
 DM4732  MODELED GRAVITY -    980,445.4   (mgal)                       NAVD 88
 DM4732
 DM4732  VERT ORDER      -  SECOND    CLASS I
 DM4732
 DM4732.The horizontal coordinates were established by autonomous hand held GPS
 DM4732.observations and have an estimated accuracy of +/- 10 meters.
 DM4732.
 DM4732.The orthometric height was determined by differential leveling and
 DM4732.adjusted in June 2011.
 DM4732
 DM4732.The dynamic height is computed by dividing the NAVD 88
 DM4732.geopotential number by the normal gravity value computed on the
 DM4732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4732.degrees latitude (g = 980.6199 gals.).
 DM4732
 DM4732.The modeled gravity was interpolated from observed gravity values.
 DM4732
 DM4732;                    North         East    Units  Estimated Accuracy
 DM4732;SPC MN S     -   263,354.      665,042.      MT  (+/- 10 meters HH2 GPS)
 DM4732
 DM4732                          SUPERSEDED SURVEY CONTROL
 DM4732
 DM4732.No superseded survey control is available for this station.
 DM4732
 DM4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8551926233(NAD 83)
 DM4732
 DM4732_MARKER: DD = SURVEY DISK
 DM4732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4732_STAMPING: 4205 D 2006
 DM4732_MARK LOGO: MNDT  
 DM4732_PROJECTION: FLUSH
 DM4732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4732+STABILITY: SURFACE MOTION
 DM4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4732+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DM4732_ROD/PIPE-DEPTH:  3.0 meters
 DM4732
 DM4732  HISTORY     - Date     Condition        Report By
 DM4732  HISTORY     - 20060822 MONUMENTED       MNDT
 DM4732
 DM4732                          STATION DESCRIPTION
 DM4732
 DM4732'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4732'THE STATION IS LOCATED ABOUT 9.1 KM (5.7 MI) SOUTH-SOUTHEAST OF GREEN
 DM4732'VALLEY, 7.4 KM (4.6 MI) EAST OF MARSHALL AND 3.6 KM (2.2 MI) NORTH OF
 DM4732'DUDLEY.
 DM4732' 
 DM4732'THE MARK IS 3.5 MI (5.6 KM) NORTHEAST OF MARSHALL, 3.15 MI (5.1 KM)
 DM4732'EAST ALONG TRUNK HIGHWAY 19/TRUNK HIGHWAY 68 FROM THE JUNCTION OF
 DM4732'TRUNK HIGHWAY 19/TRUCK HIGHWAY 68 AND TRUNK HIGHWAY 23 IN MARSHALL, AT
 DM4732'TRUNK HIGHWAY 19 MILE POINT 39.60, 54.6 FT (16.6 M) WEST OF THE WEST
 DM4732'JUNCTION OF COUNTY ROAD 9/ 300TH AVENUE, 52 FT (15.8 M) SOUTH OF TRUNK
 DM4732'HIGHWAY 19/68, 7.1 FT (2.2 M) WEST OF POWER POLE, 1.0 FT (0.3 M) OF A
 DM4732'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4733 ***********************************************************************
 DM4733  DESIGNATION -  4205 E
 DM4733  PID         -  DM4733
 DM4733  STATE/COUNTY-  MN/LYON
 DM4733  COUNTRY     -  US
 DM4733  USGS QUAD   -  DUDLEY (1962)
 DM4733
 DM4733                         *CURRENT SURVEY CONTROL
 DM4733  ______________________________________________________________________
 DM4733* NAD 83(1986) POSITION- 44 27 27.5    (N) 095 40 32.4    (W)   HD_HELD2  
 DM4733* NAVD 88 ORTHO HEIGHT -   340.297  (meters)    1116.46  (feet) ADJUSTED  
 DM4733  ______________________________________________________________________
 DM4733  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DM4733  DYNAMIC HEIGHT  -        340.242 (meters)     1116.28  (feet) COMP
 DM4733  MODELED GRAVITY -    980,446.1   (mgal)                       NAVD 88
 DM4733
 DM4733  VERT ORDER      -  SECOND    CLASS I
 DM4733
 DM4733.The horizontal coordinates were established by autonomous hand held GPS
 DM4733.observations and have an estimated accuracy of +/- 10 meters.
 DM4733.
 DM4733.The orthometric height was determined by differential leveling and
 DM4733.adjusted in June 2011.
 DM4733
 DM4733.The dynamic height is computed by dividing the NAVD 88
 DM4733.geopotential number by the normal gravity value computed on the
 DM4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4733.degrees latitude (g = 980.6199 gals.).
 DM4733
 DM4733.The modeled gravity was interpolated from observed gravity values.
 DM4733
 DM4733;                    North         East    Units  Estimated Accuracy
 DM4733;SPC MN S     -   263,327.      666,658.      MT  (+/- 10 meters HH2 GPS)
 DM4733
 DM4733                          SUPERSEDED SURVEY CONTROL
 DM4733
 DM4733.No superseded survey control is available for this station.
 DM4733
 DM4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8713426186(NAD 83)
 DM4733
 DM4733_MARKER: DD = SURVEY DISK
 DM4733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4733_STAMPING: 4205 E 2006
 DM4733_MARK LOGO: MNDT  
 DM4733_PROJECTION: FLUSH
 DM4733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4733+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DM4733_ROD/PIPE-DEPTH:  4.3 meters
 DM4733
 DM4733  HISTORY     - Date     Condition        Report By
 DM4733  HISTORY     - 20060822 MONUMENTED       MNDT
 DM4733
 DM4733                          STATION DESCRIPTION
 DM4733
 DM4733'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4733'THE STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) SOUTHEAST OF GREEN
 DM4733'VALLEY, 9.0 KM (5.6 MI) EAST OF MARSHALL AND 3.8 KM (2.4 MI)
 DM4733'NORTH-NORTHEAST OF DUDLEY.
 DM4733' 
 DM4733'THE MARK IS 4.5 MI (7.2 KM) EAST-NORTHEAST OF MARSHALL, 4.15 MI (6.7
 DM4733'KM) EAST ALONG TRUNK HIGHWAY 19/TRUNK HIGHWAY 68 FROM THE JUNCTION OF
 DM4733'TRUNK HIGHWAY 19/TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 23 IN MARSHAL, AT
 DM4733'TRUNK HIGHWAY 19 MILE POINT 40.55, 48.2 FT (14.7 M) SOUTH OF TRUNK
 DM4733'HIGHWAY 19/68, 44.2 FT (13.5 M) WEST OF 310TH AVE/COUNTY ROAD 9 NORTH,
 DM4733'9.8 FT (3.0 M) EAST-NORTHEAST OF POWER POLE, 3 FT (0.9 M) NORTH OF A
 DM4733'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4734 ***********************************************************************
 DM4734  DESIGNATION -  4205 F
 DM4734  PID         -  DM4734
 DM4734  STATE/COUNTY-  MN/LYON
 DM4734  COUNTRY     -  US
 DM4734  USGS QUAD   -  DUDLEY (1962)
 DM4734
 DM4734                         *CURRENT SURVEY CONTROL
 DM4734  ______________________________________________________________________
 DM4734* NAD 83(1986) POSITION- 44 27 28.8    (N) 095 38 05.7    (W)   HD_HELD2  
 DM4734* NAVD 88 ORTHO HEIGHT -   335.396  (meters)    1100.38  (feet) ADJUSTED  
 DM4734  ______________________________________________________________________
 DM4734  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DM4734  DYNAMIC HEIGHT  -        335.342 (meters)     1100.20  (feet) COMP
 DM4734  MODELED GRAVITY -    980,447.7   (mgal)                       NAVD 88
 DM4734
 DM4734  VERT ORDER      -  SECOND    CLASS I
 DM4734
 DM4734.The horizontal coordinates were established by autonomous hand held GPS
 DM4734.observations and have an estimated accuracy of +/- 10 meters.
 DM4734.
 DM4734.The orthometric height was determined by differential leveling and
 DM4734.adjusted in June 2011.
 DM4734
 DM4734.The dynamic height is computed by dividing the NAVD 88
 DM4734.geopotential number by the normal gravity value computed on the
 DM4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4734.degrees latitude (g = 980.6199 gals.).
 DM4734
 DM4734.The modeled gravity was interpolated from observed gravity values.
 DM4734
 DM4734;                    North         East    Units  Estimated Accuracy
 DM4734;SPC MN S     -   263,301.      669,901.      MT  (+/- 10 meters HH2 GPS)
 DM4734
 DM4734                          SUPERSEDED SURVEY CONTROL
 DM4734
 DM4734.No superseded survey control is available for this station.
 DM4734
 DM4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9037826121(NAD 83)
 DM4734
 DM4734_MARKER: DD = SURVEY DISK
 DM4734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4734_STAMPING: 4205 F 2006
 DM4734_MARK LOGO: MNDT  
 DM4734_PROJECTION: FLUSH
 DM4734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4734+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DM4734_ROD/PIPE-DEPTH:  6.1 meters
 DM4734
 DM4734  HISTORY     - Date     Condition        Report By
 DM4734  HISTORY     - 20060822 MONUMENTED       MNDT
 DM4734
 DM4734                          STATION DESCRIPTION
 DM4734
 DM4734'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4734'THE STATION IS LOCATED ABOUT 12.3 KM (7.6 MI) EAST OF MARSHALL, 7.9 KM
 DM4734'(4.9 MI) NORTHWEST OF MILROY AND 5.8 KM (3.6 MI) NORTHEAST OF DUDLEY.
 DM4734' 
 DM4734'THE MARK IS 6.5 MI (10.5 KM) EAST-NORTHEAST OF MARSHALL, 6.2 MI (10.0
 DM4734'KM) EAST ALONG TRUNK HIGHWAY 19/TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 23
 DM4734'IN MARSHALL, AT TRUNK HIGHWAY 19 MILE POINT 42.6, 121.5FEET NORTH OF
 DM4734'TRUNK HIGHWAY 19/68, 29FEET WEST OF 330TH AVENUE, 22.2 FT (6.8 M)
 DM4734'SOUTH OF A FIELD ENTRANCE, 18.4 FT (5.6 M) NORTHEAST OF CABLE
 DM4734'PEDESTAL, 1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4735 ***********************************************************************
 DM4735  DESIGNATION -  4205 G
 DM4735  PID         -  DM4735
 DM4735  STATE/COUNTY-  MN/LYON
 DM4735  COUNTRY     -  US
 DM4735  USGS QUAD   -  MILROY (1962)
 DM4735
 DM4735                         *CURRENT SURVEY CONTROL
 DM4735  ______________________________________________________________________
 DM4735* NAD 83(1986) POSITION- 44 27 27.2    (N) 095 36 53.7    (W)   HD_HELD2  
 DM4735* NAVD 88 ORTHO HEIGHT -   334.536  (meters)    1097.56  (feet) ADJUSTED  
 DM4735  ______________________________________________________________________
 DM4735  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DM4735  DYNAMIC HEIGHT  -        334.482 (meters)     1097.38  (feet) COMP
 DM4735  MODELED GRAVITY -    980,448.6   (mgal)                       NAVD 88
 DM4735
 DM4735  VERT ORDER      -  SECOND    CLASS I
 DM4735
 DM4735.The horizontal coordinates were established by autonomous hand held GPS
 DM4735.observations and have an estimated accuracy of +/- 10 meters.
 DM4735.
 DM4735.The orthometric height was determined by differential leveling and
 DM4735.adjusted in June 2011.
 DM4735
 DM4735.The dynamic height is computed by dividing the NAVD 88
 DM4735.geopotential number by the normal gravity value computed on the
 DM4735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4735.degrees latitude (g = 980.6199 gals.).
 DM4735
 DM4735.The modeled gravity was interpolated from observed gravity values.
 DM4735
 DM4735;                    North         East    Units  Estimated Accuracy
 DM4735;SPC MN S     -   263,220.      671,492.      MT  (+/- 10 meters HH2 GPS)
 DM4735
 DM4735                          SUPERSEDED SURVEY CONTROL
 DM4735
 DM4735.No superseded survey control is available for this station.
 DM4735
 DM4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9196726020(NAD 83)
 DM4735
 DM4735_MARKER: DD = SURVEY DISK
 DM4735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4735_STAMPING: 4205 G 2006
 DM4735_MARK LOGO: MNDT  
 DM4735_PROJECTION: FLUSH
 DM4735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4735+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2006
 DM4735_ROD/PIPE-DEPTH:  9.1 meters
 DM4735
 DM4735  HISTORY     - Date     Condition        Report By
 DM4735  HISTORY     - 20060822 MONUMENTED       MNDT
 DM4735
 DM4735                          STATION DESCRIPTION
 DM4735
 DM4735'DESCRIBED BY MN DEPT OF TRANSP 2006 (MAS)
 DM4735'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) SOUTHEAST OF GREEN
 DM4735'VALLEY, 7.1 KM (4.4 MI) EAST-NORTHEAST OF DUDLEY AND 6.6 KM (4.1 MI)
 DM4735'NORTHWEST OF MILROY.
 DM4735' 
 DM4735'THE MARK IS 7.5 MI (12.1 KM) EAST-NORTHEAST OF MARSHALL, 7.2 MI (11.6
 DM4735'KM) EAST ALONG TRUNK HIGHWAY 19/TRUNK HIGHWAY 68 FROM THE JUNCTION OF
 DM4735'TRUNK HIGHWAY 23 IN MARSHALL, AT TRUNK HIGHWAY 19 MILE POINT 43.60,
 DM4735'117.6 FT (35.8 M) WEST OF COUNTY ROAD 11/ 340TH AVENUE, 68.8 FT (21.0
 DM4735'M) SOUTH OF TRUNK HIGHWAY 19/68, 42.6 FT (13.0 M) EAST OF POWER POLE
 DM4735'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4476 ***********************************************************************
 DL4476  DESIGNATION -  4207 A
 DL4476  PID         -  DL4476
 DL4476  STATE/COUNTY-  MN/LYON
 DL4476  COUNTRY     -  US
 DL4476  USGS QUAD   -  RUSSELL (1963)
 DL4476
 DL4476                         *CURRENT SURVEY CONTROL
 DL4476  ______________________________________________________________________
 DL4476* NAD 83(2007) POSITION- 44 19 10.36605(N) 095 56 14.69406(W)   ADJUSTED  
 DL4476* NAD 83(2007) ELLIP HT-   435.421 (meters)        (09/09/09)   ADJUSTED
 DL4476* NAD 83(2007) EPOCH   -  2002.00
 DL4476* NAVD 88 ORTHO HEIGHT -   461.97   (meters)    1515.6   (feet) LEVELING  
 DL4476  ______________________________________________________________________
 DL4476  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DL4476  NAD 83(2007) X  -   -472,839.076 (meters)                     COMP
 DL4476  NAD 83(2007) Y  - -4,546,530.408 (meters)                     COMP
 DL4476  NAD 83(2007) Z  -  4,433,868.137 (meters)                     COMP
 DL4476  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 DL4476  HORZ ORDER      -  FIRST
 DL4476  VERT ORDER      -  THIRD ?
 DL4476  ELLP ORDER      -  SECOND    CLASS I
 DL4476
 DL4476.The horizontal coordinates were established by GPS observations
 DL4476.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4476
 DL4476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4476.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4476
 DL4476.The horizontal coordinates are valid at the epoch date displayed above
 DL4476.which is a decimal equivalence of Year/Month/Day.
 DL4476
 DL4476.The orthometric height was determined by differential leveling.
 DL4476.The vertical network tie was performed by a horz. field party for horz.
 DL4476.obs reductions. Reset procedures were used to establish the elevation.
 DL4476
 DL4476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4476
 DL4476.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4476
 DL4476.The ellipsoidal height was determined by GPS observations
 DL4476.and is referenced to NAD 83.
 DL4476
 DL4476. The following values were computed from the NAD 83(2007) position.
 DL4476
 DL4476;                    North         East     Units Scale Factor Converg.
 DL4476;SPC MN S     -   248,447.791   645,469.488   MT  0.99992706   -1 21 28.8
 DL4476;SPC MN S     -   815,115.79  2,117,677.81   sFT  0.99992706   -1 21 28.8
 DL4476;UTM  15      - 4,911,562.056   265,760.431   MT  1.00027483   -2 03 11.5
 DL4476;UTM  14      - 4,911,927.540   744,221.282   MT  1.00033358   +2 08 26.7
 DL4476
 DL4476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4476!SPC MN S     -   0.99993173  x   0.99992706  =   0.99985880
 DL4476!UTM  15      -   0.99993173  x   1.00027483  =   1.00020654
 DL4476!UTM  14      -   0.99993173  x   1.00033358  =   1.00026529
 DL4476
 DL4476                          SUPERSEDED SURVEY CONTROL
 DL4476
 DL4476.No superseded survey control is available for this station.
 DL4476
 DL4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6576011562(NAD 83)
 DL4476
 DL4476_MARKER: DD = SURVEY DISK
 DL4476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4476_STAMPING: 4207 A 2008
 DL4476_MARK LOGO: MNDT  
 DL4476_PROJECTION: FLUSH
 DL4476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4476+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4476_ROD/PIPE-DEPTH:  7.6 meters
 DL4476
 DL4476  HISTORY     - Date     Condition        Report By
 DL4476  HISTORY     - 2008     MONUMENTED       MNDT
 DL4476
 DL4476                          STATION DESCRIPTION
 DL4476
 DL4476'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4476'THE MARK IS 0.5 MILE NORTHEAST OF RUSSELL, AT THE JUNCTION OF TRUNK
 DL4476'HIGHWAY 23 AND COUNTY ROAD 31, AT TRUNK HIGHWAY 23 MILEPOINT 60.65,
 DL4476'76.4 FEET SOUTHWEST OF COUNTY ROAD 3, 45.4 FEET NORTHWEST OF TRUNK
 DL4476'HIGHWAY 23, 1.1 FEET SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4477 ***********************************************************************
 DL4477  DESIGNATION -  4207 B
 DL4477  PID         -  DL4477
 DL4477  STATE/COUNTY-  MN/LYON
 DL4477  COUNTRY     -  US
 DL4477  USGS QUAD   -  LYND (1963)
 DL4477
 DL4477                         *CURRENT SURVEY CONTROL
 DL4477  ______________________________________________________________________
 DL4477* NAD 83(2007) POSITION- 44 23 05.88456(N) 095 53 02.70166(W)   ADJUSTED  
 DL4477* NAD 83(2007) ELLIP HT-   389.431 (meters)        (09/09/09)   ADJUSTED
 DL4477* NAD 83(2007) EPOCH   -  2002.00
 DL4477* NAVD 88 ORTHO HEIGHT -   416.16   (meters)    1365.4   (feet) LEVELING  
 DL4477  ______________________________________________________________________
 DL4477  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DL4477  NAD 83(2007) X  -   -468,082.549 (meters)                     COMP
 DL4477  NAD 83(2007) Y  - -4,541,880.343 (meters)                     COMP
 DL4477  NAD 83(2007) Z  -  4,439,034.501 (meters)                     COMP
 DL4477  LAPLACE CORR    -         -3.82  (seconds)                    DEFLEC09
 DL4477  HORZ ORDER      -  FIRST
 DL4477  VERT ORDER      -  THIRD ?
 DL4477  ELLP ORDER      -  SECOND    CLASS I
 DL4477
 DL4477.The horizontal coordinates were established by GPS observations
 DL4477.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4477
 DL4477.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4477.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4477
 DL4477.The horizontal coordinates are valid at the epoch date displayed above
 DL4477.which is a decimal equivalence of Year/Month/Day.
 DL4477
 DL4477.The orthometric height was determined by differential leveling.
 DL4477.The vertical network tie was performed by a horz. field party for horz.
 DL4477.obs reductions. Reset procedures were used to establish the elevation.
 DL4477
 DL4477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4477
 DL4477.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4477
 DL4477.The ellipsoidal height was determined by GPS observations
 DL4477.and is referenced to NAD 83.
 DL4477
 DL4477. The following values were computed from the NAD 83(2007) position.
 DL4477
 DL4477;                    North         East     Units Scale Factor Converg.
 DL4477;SPC MN S     -   255,615.499   649,890.015   MT  0.99992410   -1 19 14.2
 DL4477;SPC MN S     -   838,631.85  2,132,180.82   sFT  0.99992410   -1 19 14.2
 DL4477;UTM  15      - 4,918,677.900   270,269.268   MT  1.00024909   -2 01 05.6
 DL4477
 DL4477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4477!SPC MN S     -   0.99993894  x   0.99992410  =   0.99986305
 DL4477!UTM  15      -   0.99993894  x   1.00024909  =   1.00018802
 DL4477
 DL4477                          SUPERSEDED SURVEY CONTROL
 DL4477
 DL4477.No superseded survey control is available for this station.
 DL4477
 DL4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7026918677(NAD 83)
 DL4477
 DL4477_MARKER: DD = SURVEY DISK
 DL4477_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4477_STAMPING: 4207 B 2008
 DL4477_MARK LOGO: MNDT  
 DL4477_PROJECTION: FLUSH
 DL4477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4477+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4477_ROD/PIPE-DEPTH:  6.1 meters
 DL4477
 DL4477  HISTORY     - Date     Condition        Report By
 DL4477  HISTORY     - 2008     MONUMENTED       MNDT
 DL4477
 DL4477                          STATION DESCRIPTION
 DL4477
 DL4477'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4477'THE MARK IS 1.0 MILE SOUTHEAST OF LYND, 0.3 MILE SOUTH ALONG TRUNK
 DL4477'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 30 IN
 DL4477'LYND, AT TRUNK HIGHWAY 23 MILEPOINT 66.4, 206.0 FEET EAST OF TRUNK
 DL4477'HIGHWAY 23, 30.4 FEET SOUTH OF 230TH STREET, 52.4 FEET WEST OF FIELD
 DL4477'ENTRANCE, 2.1 FEET NORTHWEST OF RIGHT-OF-WAY POST, 1.6 FEET NORTH OF
 DL4477'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4478 ***********************************************************************
 DL4478  DESIGNATION -  4207 C
 DL4478  PID         -  DL4478
 DL4478  STATE/COUNTY-  MN/LYON
 DL4478  COUNTRY     -  US
 DL4478  USGS QUAD   -  MARSHALL (1994)
 DL4478
 DL4478                         *CURRENT SURVEY CONTROL
 DL4478  ______________________________________________________________________
 DL4478* NAD 83(2007) POSITION- 44 25 03.96966(N) 095 50 56.27886(W)   ADJUSTED  
 DL4478* NAD 83(2007) ELLIP HT-   349.596 (meters)        (09/09/09)   ADJUSTED
 DL4478* NAD 83(2007) EPOCH   -  2002.00
 DL4478* NAVD 88 ORTHO HEIGHT -   376.43   (meters)    1235.0   (feet) LEVELING  
 DL4478  ______________________________________________________________________
 DL4478  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL4478  NAD 83(2007) X  -   -465,035.870 (meters)                     COMP
 DL4478  NAD 83(2007) Y  - -4,539,600.939 (meters)                     COMP
 DL4478  NAD 83(2007) Z  -  4,441,610.898 (meters)                     COMP
 DL4478  LAPLACE CORR    -         -3.48  (seconds)                    DEFLEC09
 DL4478  HORZ ORDER      -  FIRST
 DL4478  VERT ORDER      -  THIRD ?
 DL4478  ELLP ORDER      -  SECOND    CLASS I
 DL4478
 DL4478.The horizontal coordinates were established by GPS observations
 DL4478.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4478
 DL4478.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4478.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4478
 DL4478.The horizontal coordinates are valid at the epoch date displayed above
 DL4478.which is a decimal equivalence of Year/Month/Day.
 DL4478
 DL4478.The orthometric height was determined by differential leveling.
 DL4478.The vertical network tie was performed by a horz. field party for horz.
 DL4478.obs reductions. Reset procedures were used to establish the elevation.
 DL4478
 DL4478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4478
 DL4478.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4478
 DL4478.The ellipsoidal height was determined by GPS observations
 DL4478.and is referenced to NAD 83.
 DL4478
 DL4478. The following values were computed from the NAD 83(2007) position.
 DL4478
 DL4478;                    North         East     Units Scale Factor Converg.
 DL4478;SPC MN S     -   259,195.297   652,769.866   MT  0.99992310   -1 17 45.6
 DL4478;SPC MN S     -   850,376.57  2,141,629.14   sFT  0.99992310   -1 17 45.6
 DL4478;UTM  15      - 4,922,223.463   273,193.455   MT  1.00023267   -1 59 41.3
 DL4478
 DL4478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4478!SPC MN S     -   0.99994519  x   0.99992310  =   0.99986829
 DL4478!UTM  15      -   0.99994519  x   1.00023267  =   1.00017784
 DL4478
 DL4478                          SUPERSEDED SURVEY CONTROL
 DL4478
 DL4478.No superseded survey control is available for this station.
 DL4478
 DL4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7319322223(NAD 83)
 DL4478
 DL4478_MARKER: DD = SURVEY DISK
 DL4478_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4478_STAMPING: 4207 C 2008
 DL4478_MARK LOGO: MNDT  
 DL4478_PROJECTION: FLUSH
 DL4478_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4478+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4478_ROD/PIPE-DEPTH:  6.1 meters
 DL4478
 DL4478  HISTORY     - Date     Condition        Report By
 DL4478  HISTORY     - 2008     MONUMENTED       MNDT
 DL4478
 DL4478                          STATION DESCRIPTION
 DL4478
 DL4478'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4478'THE MARK IS 4.15 MILES SOUTHWEST OF MARSHALL, 4.15 MILES SOUTHWEST
 DL4478'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK
 DL4478'HIGHWAY 59 AND TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 23
 DL4478'MILEPOINT 69.45, 73.50 FEET SOUTHEAST OF NORTHBOUND 23, 48.6 FEET
 DL4478'NORTHEAST OF FIELD ENTRANCE, 1.0 FOOT NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4479 ***********************************************************************
 DL4479  DESIGNATION -  4207 D
 DL4479  PID         -  DL4479
 DL4479  STATE/COUNTY-  MN/LYON
 DL4479  COUNTRY     -  US
 DL4479  USGS QUAD   -  MARSHALL (1994)
 DL4479
 DL4479                         *CURRENT SURVEY CONTROL
 DL4479  ______________________________________________________________________
 DL4479* NAD 83(2007) POSITION- 44 25 41.10979(N) 095 49 00.12501(W)   ADJUSTED  
 DL4479* NAD 83(2007) ELLIP HT-   332.290 (meters)        (09/09/09)   ADJUSTED
 DL4479* NAD 83(2007) EPOCH   -  2002.00
 DL4479* NAVD 88 ORTHO HEIGHT -   359.18   (meters)    1178.4   (feet) LEVELING  
 DL4479  ______________________________________________________________________
 DL4479  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DL4479  NAD 83(2007) X  -   -462,396.833 (meters)                     COMP
 DL4479  NAD 83(2007) Y  - -4,539,051.468 (meters)                     COMP
 DL4479  NAD 83(2007) Z  -  4,442,417.577 (meters)                     COMP
 DL4479  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC09
 DL4479  HORZ ORDER      -  FIRST
 DL4479  VERT ORDER      -  THIRD ?
 DL4479  ELLP ORDER      -  SECOND    CLASS I
 DL4479
 DL4479.The horizontal coordinates were established by GPS observations
 DL4479.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DL4479
 DL4479.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL4479.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL4479
 DL4479.The horizontal coordinates are valid at the epoch date displayed above
 DL4479.which is a decimal equivalence of Year/Month/Day.
 DL4479
 DL4479.The orthometric height was determined by differential leveling.
 DL4479.The vertical network tie was performed by a horz. field party for horz.
 DL4479.obs reductions. Reset procedures were used to establish the elevation.
 DL4479
 DL4479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL4479
 DL4479.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL4479
 DL4479.The ellipsoidal height was determined by GPS observations
 DL4479.and is referenced to NAD 83.
 DL4479
 DL4479. The following values were computed from the NAD 83(2007) position.
 DL4479
 DL4479;                    North         East     Units Scale Factor Converg.
 DL4479;SPC MN S     -   260,283.716   655,364.119   MT  0.99992286   -1 16 24.2
 DL4479;SPC MN S     -   853,947.49  2,150,140.45   sFT  0.99992286   -1 16 24.2
 DL4479;UTM  15      - 4,923,280.472   275,801.581   MT  1.00021820   -1 58 21.2
 DL4479
 DL4479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL4479!SPC MN S     -   0.99994790  x   0.99992286  =   0.99987076
 DL4479!UTM  15      -   0.99994790  x   1.00021820  =   1.00016609
 DL4479
 DL4479                          SUPERSEDED SURVEY CONTROL
 DL4479
 DL4479.No superseded survey control is available for this station.
 DL4479
 DL4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7580123280(NAD 83)
 DL4479
 DL4479_MARKER: DD = SURVEY DISK
 DL4479_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4479_STAMPING: 4207 D 2008
 DL4479_MARK LOGO: MNDT  
 DL4479_PROJECTION: RECESSED 8 CENTIMETERS
 DL4479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4479+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DL4479_ROD/PIPE-DEPTH: 10.4 meters
 DL4479
 DL4479  HISTORY     - Date     Condition        Report By
 DL4479  HISTORY     - 2008     MONUMENTED       MNDT
 DL4479
 DL4479                          STATION DESCRIPTION
 DL4479
 DL4479'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL4479'THE MARK IS 2.25 MILES WEST SOUTHWEST OF MARSHALL, 2.25 MILES WEST
 DL4479'SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND
 DL4479'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 23
 DL4479'MILEPOINT 71.30, 107.6 FEET SOUTH OF NORTHBOUND 23, 54.2 FEET WEST OF
 DL4479'COUNTY ROAD 7 (240TH AVENUE), 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5930 ***********************************************************************
 DL5930  HT_MOD      -  This is a Height Modernization Survey Station.
 DL5930  DESIGNATION -  4207 D RESET
 DL5930  PID         -  DL5930
 DL5930  STATE/COUNTY-  MN/LYON
 DL5930  COUNTRY     -  US
 DL5930  USGS QUAD   -  MARSHALL (1994)
 DL5930
 DL5930                         *CURRENT SURVEY CONTROL
 DL5930  ______________________________________________________________________
 DL5930* NAD 83(2007) POSITION- 44 25 41.10934(N) 095 49 00.12492(W)   ADJUSTED  
 DL5930* NAD 83(2007) ELLIP HT-   332.266 (meters)        (10/23/09)   ADJUSTED
 DL5930* NAD 83(2007) EPOCH   -  2002.00
 DL5930* NAVD 88 ORTHO HEIGHT -   359.15   (meters)    1178.3   (feet) GPS OBS   
 DL5930  ______________________________________________________________________
 DL5930  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL5930  GEOID HEIGHT    -        -26.84  (meters)                     GEOID03
 DL5930  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DL5930  NAD 83(2007) X  -   -462,396.831 (meters)                     COMP
 DL5930  NAD 83(2007) Y  - -4,539,051.461 (meters)                     COMP
 DL5930  NAD 83(2007) Z  -  4,442,417.550 (meters)                     COMP
 DL5930  LAPLACE CORR    -         -3.49  (seconds)                    DEFLEC09
 DL5930  HORZ ORDER      -  FIRST
 DL5930  ELLP ORDER      -  FIRST     CLASS II
 DL5930
 DL5930.The horizontal coordinates were established by GPS observations
 DL5930.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL5930
 DL5930.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5930.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5930
 DL5930.The horizontal coordinates are valid at the epoch date displayed above
 DL5930.which is a decimal equivalence of Year/Month/Day.
 DL5930
 DL5930.The orthometric height was determined by GPS observations and a
 DL5930.high-resolution geoid model using precise GPS observation and
 DL5930.processing techniques.
 DL5930
 DL5930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5930
 DL5930.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5930
 DL5930.The ellipsoidal height was determined by GPS observations
 DL5930.and is referenced to NAD 83.
 DL5930
 DL5930. The following values were computed from the NAD 83(2007) position.
 DL5930
 DL5930;                    North         East     Units Scale Factor Converg.
 DL5930;SPC MN S     -   260,283.702   655,364.120   MT  0.99992286   -1 16 24.2
 DL5930;SPC MN S     -   853,947.45  2,150,140.45   sFT  0.99992286   -1 16 24.2
 DL5930;UTM  15      - 4,923,280.458   275,801.583   MT  1.00021820   -1 58 21.2
 DL5930
 DL5930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5930!SPC MN S     -   0.99994790  x   0.99992286  =   0.99987077
 DL5930!UTM  15      -   0.99994790  x   1.00021820  =   1.00016609
 DL5930
 DL5930                          SUPERSEDED SURVEY CONTROL
 DL5930
 DL5930.No superseded survey control is available for this station.
 DL5930
 DL5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7580123280(NAD 83)
 DL5930
 DL5930_MARKER: I = METAL ROD
 DL5930_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5930_STAMPING: 4207 D RESET 2008 2009
 DL5930_MARK LOGO: MNDT  
 DL5930_PROJECTION: RECESSED 3 CENTIMETERS
 DL5930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5930+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DL5930_ROD/PIPE-DEPTH: 10.4 meters
 DL5930
 DL5930  HISTORY     - Date     Condition        Report By
 DL5930  HISTORY     - 2009     MONUMENTED       MNDT
 DL5930
 DL5930                          STATION DESCRIPTION
 DL5930
 DL5930'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5930'THE MARK IS 2.25 MILES WEST SOUTHWEST OF MARSHALL, 2.25 MILES WEST
 DL5930'SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND
 DL5930'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN MARSHALL, AT TRUNK HIGHWAY 23
 DL5930'MILEPOINT 71.30, 107.6 FEET SOUTH OF NORTHBOUND 23, 54.2 FEET WEST OF
 DL5930'COUNTY ROAD 7 (240TH AVENUE), 11.0 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1353 ***********************************************************************
 PQ1353  DESIGNATION -  4208 A
 PQ1353  PID         -  PQ1353
 PQ1353  STATE/COUNTY-  MN/LYON
 PQ1353  COUNTRY     -  US
 PQ1353  USGS QUAD   -  MARSHALL SE (1963)
 PQ1353
 PQ1353                         *CURRENT SURVEY CONTROL
 PQ1353  ______________________________________________________________________
 PQ1353* NAD 83(1986) POSITION- 44 15 16.     (N) 095 45 19.     (W)   SCALED    
 PQ1353* NAVD 88 ORTHO HEIGHT -   448.699  (meters)    1472.11  (feet) ADJUSTED  
 PQ1353  ______________________________________________________________________
 PQ1353  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 PQ1353  DYNAMIC HEIGHT  -        448.614 (meters)     1471.83  (feet) COMP
 PQ1353  MODELED GRAVITY -    980,415.3   (mgal)                       NAVD 88
 PQ1353
 PQ1353  VERT ORDER      -  SECOND    CLASS I
 PQ1353
 PQ1353.The horizontal coordinates were scaled from a topographic map and have
 PQ1353.an estimated accuracy of +/- 6 seconds.
 PQ1353.
 PQ1353.The orthometric height was determined by differential leveling and
 PQ1353.adjusted in June 1995.
 PQ1353
 PQ1353.The dynamic height is computed by dividing the NAVD 88
 PQ1353.geopotential number by the normal gravity value computed on the
 PQ1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1353.degrees latitude (g = 980.6199 gals.).
 PQ1353
 PQ1353.The modeled gravity was interpolated from observed gravity values.
 PQ1353
 PQ1353;                    North         East    Units  Estimated Accuracy
 PQ1353;SPC MN S     -   240,890.      659,840.      MT  (+/- 180 meters Scaled)
 PQ1353
 PQ1353                          SUPERSEDED SURVEY CONTROL
 PQ1353
 PQ1353.No superseded survey control is available for this station.
 PQ1353
 PQ1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK800038(NAD 83)
 PQ1353
 PQ1353_MARKER: DB = BENCH MARK DISK
 PQ1353_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1353_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1353_STAMPING: 4208 A 1987
 PQ1353_MARK LOGO: MNDT  
 PQ1353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1353+STABILITY: SURFACE MOTION
 PQ1353
 PQ1353  HISTORY     - Date     Condition        Report By
 PQ1353  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1353
 PQ1353                          STATION DESCRIPTION
 PQ1353
 PQ1353'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1353'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1353'IN THE SE 1/4 OF SECTION 10, T109N, R41W, IN THE NORTHWEST QUADRANT
 PQ1353'OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST GRAVEL ROAD,
 PQ1353'1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH
 PQ1353'TRUNK HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF GARVIN.  THE MARK, A
 PQ1353'STANDARD MNDT BENCH MARK DISK STAMPED---4208 A 1987---, IS SET IN THE
 PQ1353'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS BURIED 0.4 FT
 PQ1353'(12.2 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2 FT (0.6 M)
 PQ1353'ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 79.3 FT (24.2 M) WEST OF
 PQ1353'THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 59.7, 83.4 FT
 PQ1353'(25.4 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 120.6 FT (36.8 M)
 PQ1353'NORTH OF A POWER POLE, 132.3 FT (40.3 M) NORTHEAST OF A POWER POLE,
 PQ1353'AND 1.3 FT (0.4 M) EAST OF A STEEL WITNESS POST.  STEEL ROD IN THE
 PQ1353'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1339 ***********************************************************************
 PQ1339  DESIGNATION -  4208 AA
 PQ1339  PID         -  PQ1339
 PQ1339  STATE/COUNTY-  MN/LYON
 PQ1339  COUNTRY     -  US
 PQ1339  USGS QUAD   -  MARSHALL (1994)
 PQ1339
 PQ1339                         *CURRENT SURVEY CONTROL
 PQ1339  ______________________________________________________________________
 PQ1339* NAD 83(1986) POSITION- 44 22 54.     (N) 095 45 20.     (W)   SCALED    
 PQ1339* NAVD 88 ORTHO HEIGHT -   357.807  (meters)    1173.91  (feet) ADJUSTED  
 PQ1339  ______________________________________________________________________
 PQ1339  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 PQ1339  DYNAMIC HEIGHT  -        357.746 (meters)     1173.71  (feet) COMP
 PQ1339  MODELED GRAVITY -    980,438.5   (mgal)                       NAVD 88
 PQ1339
 PQ1339  VERT ORDER      -  SECOND    CLASS I
 PQ1339
 PQ1339.The horizontal coordinates were scaled from a topographic map and have
 PQ1339.an estimated accuracy of +/- 6 seconds.
 PQ1339.
 PQ1339.The orthometric height was determined by differential leveling and
 PQ1339.adjusted in June 1995.
 PQ1339
 PQ1339.The dynamic height is computed by dividing the NAVD 88
 PQ1339.geopotential number by the normal gravity value computed on the
 PQ1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1339.degrees latitude (g = 980.6199 gals.).
 PQ1339
 PQ1339.The modeled gravity was interpolated from observed gravity values.
 PQ1339
 PQ1339;                    North         East    Units  Estimated Accuracy
 PQ1339;SPC MN S     -   255,020.      660,120.      MT  (+/- 180 meters Scaled)
 PQ1339
 PQ1339                          SUPERSEDED SURVEY CONTROL
 PQ1339
 PQ1339.No superseded survey control is available for this station.
 PQ1339
 PQ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK804179(NAD 83)
 PQ1339
 PQ1339_MARKER: DV = VERTICAL CONTROL DISK
 PQ1339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1339_SP_SET: ALUMINUM ALLOY ROD
 PQ1339_STAMPING: 4208 AA 1987
 PQ1339_MARK LOGO: MNDT  
 PQ1339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1339
 PQ1339  HISTORY     - Date     Condition        Report By
 PQ1339  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1339
 PQ1339                          STATION DESCRIPTION
 PQ1339
 PQ1339'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1339'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 PQ1339'MARSHALL, IN THE NW 1/4 OF SECTION 35, T111N, R41W, ON THE EAST
 PQ1339'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 68.45, 4.15 MI
 PQ1339'(6.68 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1339'HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.  THE MARK, A STANDARD
 PQ1339'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208 AA
 PQ1339'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1339'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 PQ1339'THE GROUND AND IS ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 PQ1339'THE MARK IS 72.0 FT (21.9 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1339'59, 7.7 FT (2.3 M) NORTH-NORTHWEST OF A POWER POLE, 2.3 FT (0.7 M)
 PQ1339'WEST OF A FENCELINE, AND 1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.
 PQ1339'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1338 ***********************************************************************
 PQ1338  DESIGNATION -  4208 AB
 PQ1338  PID         -  PQ1338
 PQ1338  STATE/COUNTY-  MN/LYON
 PQ1338  COUNTRY     -  US
 PQ1338  USGS QUAD   -  MARSHALL (1994)
 PQ1338
 PQ1338                         *CURRENT SURVEY CONTROL
 PQ1338  ______________________________________________________________________
 PQ1338* NAD 83(1986) POSITION- 44 23 32.     (N) 095 45 19.     (W)   SCALED    
 PQ1338* NAVD 88 ORTHO HEIGHT -   354.196  (meters)    1162.06  (feet) ADJUSTED  
 PQ1338  ______________________________________________________________________
 PQ1338  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PQ1338  DYNAMIC HEIGHT  -        354.136 (meters)     1161.86  (feet) COMP
 PQ1338  MODELED GRAVITY -    980,439.3   (mgal)                       NAVD 88
 PQ1338
 PQ1338  VERT ORDER      -  SECOND    CLASS I
 PQ1338
 PQ1338.The horizontal coordinates were scaled from a topographic map and have
 PQ1338.an estimated accuracy of +/- 6 seconds.
 PQ1338.
 PQ1338.The orthometric height was determined by differential leveling and
 PQ1338.adjusted in June 1995.
 PQ1338
 PQ1338.The dynamic height is computed by dividing the NAVD 88
 PQ1338.geopotential number by the normal gravity value computed on the
 PQ1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1338.degrees latitude (g = 980.6199 gals.).
 PQ1338
 PQ1338.The modeled gravity was interpolated from observed gravity values.
 PQ1338
 PQ1338;                    North         East    Units  Estimated Accuracy
 PQ1338;SPC MN S     -   256,190.      660,170.      MT  (+/- 180 meters Scaled)
 PQ1338
 PQ1338                          SUPERSEDED SURVEY CONTROL
 PQ1338
 PQ1338.No superseded survey control is available for this station.
 PQ1338
 PQ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK805191(NAD 83)
 PQ1338
 PQ1338_MARKER: DV = VERTICAL CONTROL DISK
 PQ1338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1338_SP_SET: ALUMINUM ALLOY ROD
 PQ1338_STAMPING: 4208 AB 1987
 PQ1338_MARK LOGO: MNDT  
 PQ1338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1338
 PQ1338  HISTORY     - Date     Condition        Report By
 PQ1338  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1338
 PQ1338                          STATION DESCRIPTION
 PQ1338
 PQ1338'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1338'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTH-SOUTHEAST OF THE
 PQ1338'TOWN OF MARSHALL, IN THE NW 1/4 OF SECTION 26, T111N, R41W, ON THE
 PQ1338'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 69.15, NEAR THE
 PQ1338'SOUTHEAST CORNER OF A TRUNK HIGHWAY 59 BRIDGE (NUMBER 8240) OVER A
 PQ1338'CREEK, 3.45 MI (5.55 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS
 PQ1338'JUNCTION WITH TRUNK HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.
 PQ1338'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1338'STAMPED---4208 AB 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1338'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1338'OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.
 PQ1338'THE MARK IS 74.2 FT (22.6 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1338'59, 60.0 FT (18.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PQ1338'HIGHWAY BRIDGE, 157 FT (47.9 M) SOUTH OF THE CENTER OF A DRIVEWAY,
 PQ1338'18.3 FT (5.6 M) SOUTH OF A POWER POLE, 15.9 FT (4.8 M)
 PQ1338'SOUTH-SOUTHWEST OF A FENCE CORNER, 4 FT (1.2 M) WEST OF A FENCELINE,
 PQ1338'AND 1.4 FT (0.4 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1338'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1336 ***********************************************************************
 PQ1336  DESIGNATION -  4208 AC
 PQ1336  PID         -  PQ1336
 PQ1336  STATE/COUNTY-  MN/LYON
 PQ1336  COUNTRY     -  US
 PQ1336  USGS QUAD   -  MARSHALL (1994)
 PQ1336
 PQ1336                         *CURRENT SURVEY CONTROL
 PQ1336  ______________________________________________________________________
 PQ1336* NAD 83(2007) POSITION- 44 24 11.23630(N) 095 45 19.11168(W)   ADJUSTED  
 PQ1336* NAD 83(2007) ELLIP HT-   323.178 (meters)        (02/10/07)   ADJUSTED
 PQ1336* NAD 83(2007) EPOCH   -  2002.00
 PQ1336* NAVD 88 ORTHO HEIGHT -   350.113  (meters)    1148.66  (feet) ADJUSTED  
 PQ1336  ______________________________________________________________________
 PQ1336  NAD 83(2007) X  -   -457,727.011 (meters)                     COMP
 PQ1336  NAD 83(2007) Y  - -4,541,469.637 (meters)                     COMP
 PQ1336  NAD 83(2007) Z  -  4,440,429.605 (meters)                     COMP
 PQ1336  LAPLACE CORR    -         -3.16  (seconds)                    DEFLEC09
 PQ1336  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 PQ1336  DYNAMIC HEIGHT  -        350.054 (meters)     1148.47  (feet) COMP
 PQ1336  MODELED GRAVITY -    980,440.1   (mgal)                       NAVD 88
 PQ1336
 PQ1336  VERT ORDER      -  SECOND    CLASS I
 PQ1336
 PQ1336  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1336  Type                                         Horiz  Ellip  Dist(km)
 PQ1336  -------------------------------------------------------------------
 PQ1336  NETWORK                                       0.98   0.96
 PQ1336  -------------------------------------------------------------------
 PQ1336  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.15   1.04      7.70
 PQ1336  -------------------------------------------------------------------
 PQ1336  NOTE: Click here for information on individual local accuracy
 PQ1336  values and other accuracy information.
 PQ1336
 PQ1336
 PQ1336.The horizontal coordinates were established by GPS observations
 PQ1336.and adjusted by the National Geodetic Survey in February 2007.
 PQ1336
 PQ1336.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1336.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1336
 PQ1336.The horizontal coordinates are valid at the epoch date displayed above
 PQ1336.which is a decimal equivalence of Year/Month/Day.
 PQ1336
 PQ1336.The orthometric height was determined by differential leveling and
 PQ1336.adjusted in June 1995.
 PQ1336
 PQ1336.Photographs are available for this station.
 PQ1336
 PQ1336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1336
 PQ1336.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1336
 PQ1336.The ellipsoidal height was determined by GPS observations
 PQ1336.and is referenced to NAD 83.
 PQ1336
 PQ1336.The dynamic height is computed by dividing the NAVD 88
 PQ1336.geopotential number by the normal gravity value computed on the
 PQ1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1336.degrees latitude (g = 980.6199 gals.).
 PQ1336
 PQ1336.The modeled gravity was interpolated from observed gravity values.
 PQ1336
 PQ1336. The following values were computed from the NAD 83(2007) position.
 PQ1336
 PQ1336;                    North         East     Units Scale Factor Converg.
 PQ1336;SPC MN S     -   257,403.672   660,191.538   MT  0.99992351   -1 13 49.2
 PQ1336;SPC MN S     -   844,498.55  2,165,978.40   sFT  0.99992351   -1 13 49.2
 PQ1336;UTM  15      - 4,920,340.943   280,594.870   MT  1.00019205   -1 55 43.2
 PQ1336
 PQ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1336!SPC MN S     -   0.99994933  x   0.99992351  =   0.99987284
 PQ1336!UTM  15      -   0.99994933  x   1.00019205  =   1.00014137
 PQ1336
 PQ1336                          SUPERSEDED SURVEY CONTROL
 PQ1336
 PQ1336  NAD 83(1996)-  44 24 11.23558(N)    095 45 19.11170(W) AD(       ) 1
 PQ1336  ELLIP H (08/19/02)  323.212  (m)                       GP(       ) 3 2
 PQ1336  NAVD 88 (08/19/02)  350.11   (m)         1148.7    (f) LEVELING    3  
 PQ1336
 PQ1336.Superseded values are not recommended for survey control.
 PQ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1336.See file dsdata.txt to determine how the superseded data were derived.
 PQ1336
 PQ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8059420340(NAD 83)
 PQ1336
 PQ1336_MARKER: DV = VERTICAL CONTROL DISK
 PQ1336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1336_SP_SET: ALUMINUM ALLOY ROD
 PQ1336_STAMPING: 4208 AC 1987
 PQ1336_MARK LOGO: MNDT  
 PQ1336_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1336+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2008
 PQ1336_ROD/PIPE-DEPTH: 15.2 meters
 PQ1336
 PQ1336  HISTORY     - Date     Condition        Report By
 PQ1336  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1336  HISTORY     - 19990301 GOOD             MNDT
 PQ1336  HISTORY     - 20030813 GOOD             MNDT
 PQ1336  HISTORY     - 20070817 GOOD             INDIV
 PQ1336  HISTORY     - 20080716 GOOD             MNDT
 PQ1336
 PQ1336                          STATION DESCRIPTION
 PQ1336
 PQ1336'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1336'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) SOUTHEAST OF THE TOWN OF
 PQ1336'MARSHALL, IN THE SW 1/4 OF SECTION 23, T111N, R41W, ON THE EAST
 PQ1336'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 69.95, 2.65 MI
 PQ1336'(4.26 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1336'HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.  THE MARK, A STANDARD
 PQ1336'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208 AC
 PQ1336'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 50-FOOT
 PQ1336'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1336'ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 74.6
 PQ1336'FT (22.7 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 59, 290 FT
 PQ1336'(88.4 M) SOUTH-SOUTHEAST OF MILEPOST 70, 8.6 FT (2.6 M) NORTH OF A
 PQ1336'POWER POLE, AND 1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  A
 PQ1336'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1336
 PQ1336                          STATION RECOVERY (1999)
 PQ1336
 PQ1336'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1336'THE MARK WAS RECOVERED AS DESCRIBED.
 PQ1336
 PQ1336                          STATION RECOVERY (2003)
 PQ1336
 PQ1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 PQ1336'2.65 MILES SOUTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59
 PQ1336'AND TRUNK HIGHWAY 23 AT MARSHALL, AT TRUNK HIGHWAY 59 MILEPOINT 69.95,
 PQ1336'74.6 FEET EAST OF TRUNK HIGHWAY 59, 290 FEET SOUTH-SOUTHEAST OF TRUNK
 PQ1336'HIGHWAY 59 MILEPOST 70, 8.6 FEET NORTH OF POWER POLE, 1.0 FOOT SOUTH
 PQ1336'OF WITNESS POST
 PQ1336
 PQ1336                          STATION RECOVERY (2007)
 PQ1336
 PQ1336'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 PQ1336'RECOVERED AS DESCRIBED.
 PQ1336
 PQ1336                          STATION RECOVERY (2008)
 PQ1336
 PQ1336'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (KMS)
 PQ1336'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHWEST OF AMIRET,
 PQ1336'3.5 MI (5.6 KM) WEST-SOUTHWEST OF DUDLEY AND 3.4 MI (5.5 KM)
 PQ1336'SOUTH-SOUTHEAST OF MARSHALL.
 PQ1336' 
 PQ1336'TO REACH TO THE MARK GO 2.65 MI (4.3 KM) SOUTH ON TRUNK HIGHWAY 59
 PQ1336'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 23 AT
 PQ1336'MARSHALL, AT TRUNK HIGHWAY 59 MILE POINT 69.95, 74.6 FT (22.7 M) EAST
 PQ1336'OF TRUNK HIGHWAY 59, 290 FT (88.4 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 PQ1336'59 MILEPOST 70, 8.6 FT (2.6 M) NORTH OF POWER POLE, 1.0 FT (0.3 M)
 PQ1336'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1334 ***********************************************************************
 PQ1334  DESIGNATION -  4208 AD
 PQ1334  PID         -  PQ1334
 PQ1334  STATE/COUNTY-  MN/LYON
 PQ1334  COUNTRY     -  US
 PQ1334  USGS QUAD   -  MARSHALL (1994)
 PQ1334
 PQ1334                         *CURRENT SURVEY CONTROL
 PQ1334  ______________________________________________________________________
 PQ1334* NAD 83(1986) POSITION- 44 24 50.8    (N) 095 45 25.0    (W)   HD_HELD2  
 PQ1334* NAVD 88 ORTHO HEIGHT -   354.307  (meters)    1162.42  (feet) ADJUSTED  
 PQ1334  ______________________________________________________________________
 PQ1334  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PQ1334  DYNAMIC HEIGHT  -        354.248 (meters)     1162.23  (feet) COMP
 PQ1334  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 PQ1334
 PQ1334  VERT ORDER      -  SECOND    CLASS I
 PQ1334
 PQ1334.The horizontal coordinates were established by autonomous hand held GPS
 PQ1334.observations and have an estimated accuracy of +/- 10 meters.
 PQ1334.
 PQ1334.The orthometric height was determined by differential leveling and
 PQ1334.adjusted in June 1995.
 PQ1334
 PQ1334.The dynamic height is computed by dividing the NAVD 88
 PQ1334.geopotential number by the normal gravity value computed on the
 PQ1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1334.degrees latitude (g = 980.6199 gals.).
 PQ1334
 PQ1334.The modeled gravity was interpolated from observed gravity values.
 PQ1334
 PQ1334;                    North         East    Units  Estimated Accuracy
 PQ1334;SPC MN S     -   258,627.      660,088.      MT  (+/- 10 meters HH2 GPS)
 PQ1334
 PQ1334                          SUPERSEDED SURVEY CONTROL
 PQ1334
 PQ1334.No superseded survey control is available for this station.
 PQ1334
 PQ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8050521566(NAD 83)
 PQ1334
 PQ1334_MARKER: DV = VERTICAL CONTROL DISK
 PQ1334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1334_SP_SET: ALUMINUM ALLOY ROD
 PQ1334_STAMPING: 4208 AD 1987
 PQ1334_MARK LOGO: MNDT  
 PQ1334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1334
 PQ1334  HISTORY     - Date     Condition        Report By
 PQ1334  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1334
 PQ1334                          STATION DESCRIPTION
 PQ1334
 PQ1334'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1334'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF THE TOWN OF
 PQ1334'MARSHALL, IN THE SE 1/4 OF SECTION 15, T111N, R41W, IN THE NORTHWEST
 PQ1334'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6
 PQ1334'EAST AND COUNTY ROAD 74 WEST, 1.9 MI (3.1 KM) SOUTH ALONG TRUNK
 PQ1334'HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23 AT THE SOUTHEAST
 PQ1334'EDGE OF MARSHALL. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1334'MONUMENT DISK STAMPED---4208 AD 1987---, IS SET ON THE TOP OF A
 PQ1334'DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS BURIED
 PQ1334'0.1 FT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2 FT
 PQ1334'(0.6 M) BELOW THE LEVEL OF COUNTY ROAD 74.  THE MARK IS 360 FT
 PQ1334'(109.7 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1334'70.7, 32.4 FT (9.9 M) NORTH OF THE CENTER OF COUNTY ROAD 74, 110 FT
 PQ1334'(33.5 M) WEST OF THE CENTER OF AN ENTRANCE, 88.8 FT (27.1 M)
 PQ1334'NORTHEAST OF A POWER POLE, 4.9 FT (1.5 M) EAST OF A POWER POLE, AND
 PQ1334'0.9 FT (27.4 CM) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1334'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1333 ***********************************************************************
 PQ1333  DESIGNATION -  4208 AE
 PQ1333  PID         -  PQ1333
 PQ1333  STATE/COUNTY-  MN/LYON
 PQ1333  COUNTRY     -  US
 PQ1333  USGS QUAD   -  MARSHALL (1994)
 PQ1333
 PQ1333                         *CURRENT SURVEY CONTROL
 PQ1333  ______________________________________________________________________
 PQ1333* NAD 83(1986) POSITION- 44 25 24.     (N) 095 45 55.     (W)   SCALED    
 PQ1333* NAVD 88 ORTHO HEIGHT -   352.807  (meters)    1157.50  (feet) ADJUSTED  
 PQ1333  ______________________________________________________________________
 PQ1333  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PQ1333  DYNAMIC HEIGHT  -        352.748 (meters)     1157.31  (feet) COMP
 PQ1333  MODELED GRAVITY -    980,440.6   (mgal)                       NAVD 88
 PQ1333
 PQ1333  VERT ORDER      -  SECOND    CLASS I
 PQ1333
 PQ1333.The horizontal coordinates were scaled from a topographic map and have
 PQ1333.an estimated accuracy of +/- 6 seconds.
 PQ1333.
 PQ1333.The orthometric height was determined by differential leveling and
 PQ1333.adjusted in June 1995.
 PQ1333
 PQ1333.The dynamic height is computed by dividing the NAVD 88
 PQ1333.geopotential number by the normal gravity value computed on the
 PQ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1333.degrees latitude (g = 980.6199 gals.).
 PQ1333
 PQ1333.The modeled gravity was interpolated from observed gravity values.
 PQ1333
 PQ1333;                    North         East    Units  Estimated Accuracy
 PQ1333;SPC MN S     -   259,670.      659,450.      MT  (+/- 180 meters Scaled)
 PQ1333
 PQ1333                          SUPERSEDED SURVEY CONTROL
 PQ1333
 PQ1333.No superseded survey control is available for this station.
 PQ1333
 PQ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK798226(NAD 83)
 PQ1333
 PQ1333_MARKER: DV = VERTICAL CONTROL DISK
 PQ1333_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1333_SP_SET: ALUMINUM ALLOY ROD
 PQ1333_STAMPING: 4208 AE 1987
 PQ1333_MARK LOGO: MNDT  
 PQ1333_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1333
 PQ1333  HISTORY     - Date     Condition        Report By
 PQ1333  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1333
 PQ1333                          STATION DESCRIPTION
 PQ1333
 PQ1333'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1333'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE TOWN OF
 PQ1333'MARSHALL, IN THE NE 1/4 OF SECTION 15, T111N, R41W, IN THE SOUTHEAST
 PQ1333'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND A GRAVEL ROAD
 PQ1333'SOUTH, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION
 PQ1333'WITH TRUNK HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.  THE MARK, A
 PQ1333'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENMT DISK STAMPED---4208
 PQ1333'AE 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY
 PQ1333'20-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE
 PQ1333'SURFACE OF THE GROUND AND IS ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF
 PQ1333'THE GRAVEL ROAD.  THE MARK IS 270 FT (82.3 M) SOUTH-SOUTHWEST OF THE
 PQ1333'CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 71.6, 31.5 FT (9.6 M)
 PQ1333'EAST OF THE CENTER OF A GRAVEL ROAD, 78.8 FT (24.0 M) EAST-SOUTHEAST
 PQ1333'OF A POWER POLE, 5.9 FT (1.8 M) NORTH-NORTHWEST OF A POWER POLE, AND
 PQ1333'1.0 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1333'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1332 ***********************************************************************
 PQ1332  DESIGNATION -  4208 AF
 PQ1332  PID         -  PQ1332
 PQ1332  STATE/COUNTY-  MN/LYON
 PQ1332  COUNTRY     -  US
 PQ1332  USGS QUAD   -  MARSHALL (1994)
 PQ1332
 PQ1332                         *CURRENT SURVEY CONTROL
 PQ1332  ______________________________________________________________________
 PQ1332* NAD 83(1986) POSITION- 44 26 04.5    (N) 095 46 20.0    (W)   HD_HELD2  
 PQ1332* NAVD 88 ORTHO HEIGHT -   353.199  (meters)    1158.79  (feet) ADJUSTED  
 PQ1332  ______________________________________________________________________
 PQ1332  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 PQ1332  DYNAMIC HEIGHT  -        353.140 (meters)     1158.59  (feet) COMP
 PQ1332  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 PQ1332
 PQ1332  VERT ORDER      -  SECOND    CLASS I
 PQ1332
 PQ1332.The horizontal coordinates were established by autonomous hand held GPS
 PQ1332.observations and have an estimated accuracy of +/- 10 meters.
 PQ1332.
 PQ1332.The orthometric height was determined by differential leveling and
 PQ1332.adjusted in June 1995.
 PQ1332
 PQ1332.Photographs are available for this station.
 PQ1332
 PQ1332.The dynamic height is computed by dividing the NAVD 88
 PQ1332.geopotential number by the normal gravity value computed on the
 PQ1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1332.degrees latitude (g = 980.6199 gals.).
 PQ1332
 PQ1332.The modeled gravity was interpolated from observed gravity values.
 PQ1332
 PQ1332;                    North         East    Units  Estimated Accuracy
 PQ1332;SPC MN S     -   260,928.      658,920.      MT  (+/- 10 meters HH2 GPS)
 PQ1332
 PQ1332                          SUPERSEDED SURVEY CONTROL
 PQ1332
 PQ1332.No superseded survey control is available for this station.
 PQ1332
 PQ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7936623881(NAD 83)
 PQ1332
 PQ1332_MARKER: DV = VERTICAL CONTROL DISK
 PQ1332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1332_SP_SET: BASE
 PQ1332_STAMPING: 4208 AF 1987
 PQ1332_MARK LOGO: MNDT  
 PQ1332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1332+STABILITY: SURFACE MOTION
 PQ1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1332+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 PQ1332
 PQ1332  HISTORY     - Date     Condition        Report By
 PQ1332  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1332  HISTORY     - 20060808 GOOD             MNDT
 PQ1332
 PQ1332                          STATION DESCRIPTION
 PQ1332
 PQ1332'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1332'THE MARK IS LOCATED NEAR THE SOUTHEAST EDGE OF THE TOWN OF MARSHALL,
 PQ1332'IN THE SW 1/4 OF SECTION 10, T111N, R41W, ON THE SOUTHWEST
 PQ1332'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 72.4, 0.3 MI (0.5 KM)
 PQ1332'SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 23
 PQ1332'AT THE SOUTHEAST EDGE OF MARSHALL, IN THE TOP OF THE NORTHEAST CORNER
 PQ1332'OF A 6-FOOT BY 13-FOOT CONCRETE BASE FOR A COUNTRY KITCHEN SIGN.  THE
 PQ1332'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1332'STAMPED---4208 AF 1987---, IS SET FLUSH IN A DRILL HOLE IN THE SIGN
 PQ1332'BASE AND IS ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 102.7 FT
 PQ1332'(31.3 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK
 PQ1332'HIGHWAY 59 AND 105.1 FT (32.0 M) SOUTH-SOUTHEAST OF A CABLE MARKER
 PQ1332'PEDESTAL.
 PQ1332
 PQ1332                          STATION RECOVERY (2006)
 PQ1332
 PQ1332'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1208 ***********************************************************************
 PQ1208  DESIGNATION -  4208 AG
 PQ1208  PID         -  PQ1208
 PQ1208  STATE/COUNTY-  MN/LYON
 PQ1208  COUNTRY     -  US
 PQ1208  USGS QUAD   -  MARSHALL (1994)
 PQ1208
 PQ1208                         *CURRENT SURVEY CONTROL
 PQ1208  ______________________________________________________________________
 PQ1208* NAD 83(1986) POSITION- 44 26 46.23   (N) 095 47 16.24   (W)   HD_HELD1  
 PQ1208* NAVD 88 ORTHO HEIGHT -   355.032  (meters)    1164.80  (feet) ADJUSTED  
 PQ1208  ______________________________________________________________________
 PQ1208  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PQ1208  DYNAMIC HEIGHT  -        354.972 (meters)     1164.60  (feet) COMP
 PQ1208  MODELED GRAVITY -    980,440.8   (mgal)                       NAVD 88
 PQ1208
 PQ1208  VERT ORDER      -  FIRST     CLASS II
 PQ1208
 PQ1208.The horizontal coordinates were established by differentially corrected
 PQ1208.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1208.
 PQ1208.The orthometric height was determined by differential leveling and
 PQ1208.adjusted in June 1991.
 PQ1208
 PQ1208.Photographs are available for this station.
 PQ1208
 PQ1208.The dynamic height is computed by dividing the NAVD 88
 PQ1208.geopotential number by the normal gravity value computed on the
 PQ1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1208.degrees latitude (g = 980.6199 gals.).
 PQ1208
 PQ1208.The modeled gravity was interpolated from observed gravity values.
 PQ1208
 PQ1208;                    North         East    Units  Estimated Accuracy
 PQ1208;SPC MN S     -   262,242.5     657,705.1     MT  (+/- 3 meters HH1 GPS) 
 PQ1208
 PQ1208                          SUPERSEDED SURVEY CONTROL
 PQ1208
 PQ1208.No superseded survey control is available for this station.
 PQ1208
 PQ1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7816725211(NAD 83)
 PQ1208
 PQ1208_MARKER: DB = BENCH MARK DISK
 PQ1208_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1208_SP_SET: BRIDGE ABUTMENT
 PQ1208_STAMPING: 4208 AG 1987
 PQ1208_MARK LOGO: MNDT  
 PQ1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1208+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 PQ1208
 PQ1208  HISTORY     - Date     Condition        Report By
 PQ1208  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1208  HISTORY     - 19900810 GOOD             NGS
 PQ1208  HISTORY     - 20061011 GOOD             MNDT
 PQ1208  HISTORY     - 20090428 GOOD             MNDT
 PQ1208
 PQ1208                          STATION DESCRIPTION
 PQ1208
 PQ1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 PQ1208'IN MARSHALL, AT THE INTERSECTION OF EAST MAIN STREET AND SOUTH 1ST
 PQ1208'STREET, IN THE EAST CONCRETE ABUTMENT PARAPET OF A BRIDGE SPANNING
 PQ1208'REDWOOD RIVER, 14.7 M (48.2 FT) NORTHWEST OF THE CENTER OF SOUTH
 PQ1208'FIRST STREET, 8.5 M (27.9 FT) SOUTHWEST OF THE CENTERLINE OF MAIN
 PQ1208'STREET, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF THE STREETS.
 PQ1208
 PQ1208                          STATION RECOVERY (2006)
 PQ1208
 PQ1208'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1208'RECOVERED AS DESCRIBED.
 PQ1208
 PQ1208                          STATION RECOVERY (2009)
 PQ1208
 PQ1208'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1342 ***********************************************************************
 PQ1342  DESIGNATION -  4208 D
 PQ1342  PID         -  PQ1342
 PQ1342  STATE/COUNTY-  MN/LYON
 PQ1342  COUNTRY     -  US
 PQ1342  USGS QUAD   -  MARSHALL SE (1963)
 PQ1342
 PQ1342                         *CURRENT SURVEY CONTROL
 PQ1342  ______________________________________________________________________
 PQ1342* NAD 83(1986) POSITION- 44 21 16.     (N) 095 45 21.     (W)   SCALED    
 PQ1342* NAVD 88 ORTHO HEIGHT -   383.676  (meters)    1258.78  (feet) ADJUSTED  
 PQ1342  ______________________________________________________________________
 PQ1342  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 PQ1342  DYNAMIC HEIGHT  -        383.610 (meters)     1258.56  (feet) COMP
 PQ1342  MODELED GRAVITY -    980,434.7   (mgal)                       NAVD 88
 PQ1342
 PQ1342  VERT ORDER      -  SECOND    CLASS I
 PQ1342
 PQ1342.The horizontal coordinates were scaled from a topographic map and have
 PQ1342.an estimated accuracy of +/- 6 seconds.
 PQ1342.
 PQ1342.The orthometric height was determined by differential leveling and
 PQ1342.adjusted in June 1995.
 PQ1342
 PQ1342.The dynamic height is computed by dividing the NAVD 88
 PQ1342.geopotential number by the normal gravity value computed on the
 PQ1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1342.degrees latitude (g = 980.6199 gals.).
 PQ1342
 PQ1342.The modeled gravity was interpolated from observed gravity values.
 PQ1342
 PQ1342;                    North         East    Units  Estimated Accuracy
 PQ1342;SPC MN S     -   252,000.      660,030.      MT  (+/- 180 meters Scaled)
 PQ1342
 PQ1342                          SUPERSEDED SURVEY CONTROL
 PQ1342
 PQ1342.No superseded survey control is available for this station.
 PQ1342
 PQ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK803149(NAD 83)
 PQ1342
 PQ1342_MARKER: DB = BENCH MARK DISK
 PQ1342_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1342_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1342_STAMPING: 4208 D 1987
 PQ1342_MARK LOGO: MNDT  
 PQ1342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1342+STABILITY: SURFACE MOTION
 PQ1342
 PQ1342  HISTORY     - Date     Condition        Report By
 PQ1342  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1342
 PQ1342                          STATION DESCRIPTION
 PQ1342
 PQ1342'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1342'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 PQ1342'MARSHALL, IN THE NE 1/4 OF SECTION 10, T110N, R41W, IN THE SOUTHWEST
 PQ1342'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 20,
 PQ1342'6.0 MI (9.7 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH
 PQ1342'TRUNK HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.  THE MARK, A
 PQ1342'STANDARD MNDT BENCH MARK DISK STAMPED---4208 D 1987---, IS SET IN THE
 PQ1342'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT PROJECTS 0.2 FT
 PQ1342'(6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FT (0.3 M)
 PQ1342'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 72.1 FT (22.0 M) WEST OF
 PQ1342'THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 66.6, 300 FT
 PQ1342'(91.4 M) SOUTH OF THE CENTER OF COUNTY ROAD 20, 98.8 FT (30.1 M)
 PQ1342'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 25 FT (7.6 M)
 PQ1342'SOUTH OF THE CENTER OF A DRIVEWAY, AND 2.6 FT (0.8 M) SOUTHEAST OF A
 PQ1342'CABLE MARKER POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1348 ***********************************************************************
 PQ1348  DESIGNATION -  4208 D 1
 PQ1348  PID         -  PQ1348
 PQ1348  STATE/COUNTY-  MN/LYON
 PQ1348  COUNTRY     -  US
 PQ1348  USGS QUAD   -  MARSHALL SE (1963)
 PQ1348
 PQ1348                         *CURRENT SURVEY CONTROL
 PQ1348  ______________________________________________________________________
 PQ1348* NAD 83(1986) POSITION- 44 17 51.6    (N) 095 45 17.8    (W)   HD_HELD2  
 PQ1348* NAVD 88 ORTHO HEIGHT -   439.894  (meters)    1443.22  (feet) ADJUSTED  
 PQ1348  ______________________________________________________________________
 PQ1348  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 PQ1348  DYNAMIC HEIGHT  -        439.814 (meters)     1442.96  (feet) COMP
 PQ1348  MODELED GRAVITY -    980,423.7   (mgal)                       NAVD 88
 PQ1348
 PQ1348  VERT ORDER      -  SECOND    CLASS I
 PQ1348
 PQ1348.The horizontal coordinates were established by autonomous hand held GPS
 PQ1348.observations and have an estimated accuracy of +/- 10 meters.
 PQ1348.
 PQ1348.The orthometric height was determined by differential leveling and
 PQ1348.adjusted in June 1995.
 PQ1348
 PQ1348.The dynamic height is computed by dividing the NAVD 88
 PQ1348.geopotential number by the normal gravity value computed on the
 PQ1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1348.degrees latitude (g = 980.6199 gals.).
 PQ1348
 PQ1348.The modeled gravity was interpolated from observed gravity values.
 PQ1348
 PQ1348;                    North         East    Units  Estimated Accuracy
 PQ1348;SPC MN S     -   245,689.      659,969.      MT  (+/- 10 meters HH2 GPS)
 PQ1348
 PQ1348                          SUPERSEDED SURVEY CONTROL
 PQ1348
 PQ1348.No superseded survey control is available for this station.
 PQ1348
 PQ1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8022908626(NAD 83)
 PQ1348
 PQ1348_MARKER: DB = BENCH MARK DISK
 PQ1348_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1348_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1348_STAMPING: 4208 D 1 1987
 PQ1348_MARK LOGO: MNDT  
 PQ1348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1348+STABILITY: SURFACE MOTION
 PQ1348
 PQ1348  HISTORY     - Date     Condition        Report By
 PQ1348  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1348
 PQ1348                          STATION DESCRIPTION
 PQ1348
 PQ1348'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1348'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1348'IN THE SW 1/4 OF SECTION 26, T110N, R41W, IN THE NORTHEAST QUADRANT
 PQ1348'OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 62 EAST AND A
 PQ1348'GRAVEL ROAD WEST, 4.0 MI (6.4 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM
 PQ1348'ITS JUNCTION WITH TRUNK HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF
 PQ1348'GARVIN.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4208 D 1
 PQ1348'1987---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT
 PQ1348'THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS
 PQ1348'ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 71.1
 PQ1348'FT (21.7 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1348'62.7, 75.5 FT (23.0 M) NORTH OF THE CENTER OF COUNTY ROAD 62, 38.4 FT
 PQ1348'(11.7 M) NORTH OF A POWER POLE, AND 1.3 FT (0.4 M) SOUTH OF A STEEL
 PQ1348'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1340 ***********************************************************************
 PQ1340  DESIGNATION -  4208 E
 PQ1340  PID         -  PQ1340
 PQ1340  STATE/COUNTY-  MN/LYON
 PQ1340  COUNTRY     -  US
 PQ1340  USGS QUAD   -  MARSHALL SE (1963)
 PQ1340
 PQ1340                         *CURRENT SURVEY CONTROL
 PQ1340  ______________________________________________________________________
 PQ1340* NAD 83(1986) POSITION- 44 22 16.     (N) 095 45 22.     (W)   SCALED    
 PQ1340* NAVD 88 ORTHO HEIGHT -   371.490  (meters)    1218.80  (feet) ADJUSTED  
 PQ1340  ______________________________________________________________________
 PQ1340  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 PQ1340  DYNAMIC HEIGHT  -        371.427 (meters)     1218.59  (feet) COMP
 PQ1340  MODELED GRAVITY -    980,437.6   (mgal)                       NAVD 88
 PQ1340
 PQ1340  VERT ORDER      -  SECOND    CLASS I
 PQ1340
 PQ1340.The horizontal coordinates were scaled from a topographic map and have
 PQ1340.an estimated accuracy of +/- 6 seconds.
 PQ1340.
 PQ1340.The orthometric height was determined by differential leveling and
 PQ1340.adjusted in June 1995.
 PQ1340
 PQ1340.The dynamic height is computed by dividing the NAVD 88
 PQ1340.geopotential number by the normal gravity value computed on the
 PQ1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1340.degrees latitude (g = 980.6199 gals.).
 PQ1340
 PQ1340.The modeled gravity was interpolated from observed gravity values.
 PQ1340
 PQ1340;                    North         East    Units  Estimated Accuracy
 PQ1340;SPC MN S     -   253,850.      660,050.      MT  (+/- 180 meters Scaled)
 PQ1340
 PQ1340                          SUPERSEDED SURVEY CONTROL
 PQ1340
 PQ1340.No superseded survey control is available for this station.
 PQ1340
 PQ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK804167(NAD 83)
 PQ1340
 PQ1340_MARKER: DB = BENCH MARK DISK
 PQ1340_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1340_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1340_STAMPING: 4208 E 1987
 PQ1340_MARK LOGO: MNDT  
 PQ1340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1340+STABILITY: SURFACE MOTION
 PQ1340
 PQ1340  HISTORY     - Date     Condition        Report By
 PQ1340  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1340
 PQ1340                          STATION DESCRIPTION
 PQ1340
 PQ1340'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1340'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH-SOUTHEAST OF THE TOWN OF
 PQ1340'MARSHALL, IN THE SE 1/4 OF SECTION 34, T111N, R41W, IN THE NORTHWEST
 PQ1340'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST
 PQ1340'GRAVEL ROAD, 4.9 MI (7.9 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS
 PQ1340'JUNCTION WITH TRUNK HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.
 PQ1340'THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4208 E 1987---,
 PQ1340'IS SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS
 PQ1340'BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1
 PQ1340'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 73.3 FT
 PQ1340'(22.3 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1340'67.7, 45.5 FT (13.9 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 13.8 FT
 PQ1340'(4.2 M) NORTH-NORTHEAST OF A CABLE MARKER POST, 15.0 FT (4.6 M)
 PQ1340'NORTH-NORTHEAST OF A FENCE CORNER, 2.8 FT (0.9 M) EAST OF A FENCELINE,
 PQ1340'AND 0.9 FT (27.4 CM) EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1359 ***********************************************************************
 PQ1359  DESIGNATION -  4208 M
 PQ1359  PID         -  PQ1359
 PQ1359  STATE/COUNTY-  MN/LYON
 PQ1359  COUNTRY     -  US
 PQ1359  USGS QUAD   -  BALATON (1967)
 PQ1359
 PQ1359                         *CURRENT SURVEY CONTROL
 PQ1359  ______________________________________________________________________
 PQ1359* NAD 83(1986) POSITION- 44 11 47.     (N) 095 45 17.     (W)   SCALED    
 PQ1359* NAVD 88 ORTHO HEIGHT -   471.501  (meters)    1546.92  (feet) ADJUSTED  
 PQ1359  ______________________________________________________________________
 PQ1359  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 PQ1359  DYNAMIC HEIGHT  -        471.407 (meters)     1546.61  (feet) COMP
 PQ1359  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 PQ1359
 PQ1359  VERT ORDER      -  SECOND    CLASS I
 PQ1359
 PQ1359.The horizontal coordinates were scaled from a topographic map and have
 PQ1359.an estimated accuracy of +/- 6 seconds.
 PQ1359.
 PQ1359.The orthometric height was determined by differential leveling and
 PQ1359.adjusted in June 1995.
 PQ1359
 PQ1359.The dynamic height is computed by dividing the NAVD 88
 PQ1359.geopotential number by the normal gravity value computed on the
 PQ1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1359.degrees latitude (g = 980.6199 gals.).
 PQ1359
 PQ1359.The modeled gravity was interpolated from observed gravity values.
 PQ1359
 PQ1359;                    North         East    Units  Estimated Accuracy
 PQ1359;SPC MN S     -   234,440.      659,750.      MT  (+/- 180 meters Scaled)
 PQ1359
 PQ1359                          SUPERSEDED SURVEY CONTROL
 PQ1359
 PQ1359.No superseded survey control is available for this station.
 PQ1359
 PQ1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ798973(NAD 83)
 PQ1359
 PQ1359_MARKER: DV = VERTICAL CONTROL DISK
 PQ1359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1359_SP_SET: ALUMINUM ALLOY ROD
 PQ1359_STAMPING: 4208 M 1987
 PQ1359_MARK LOGO: MNDT  
 PQ1359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1359
 PQ1359  HISTORY     - Date     Condition        Report By
 PQ1359  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1359
 PQ1359                          STATION DESCRIPTION
 PQ1359
 PQ1359'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1359'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF GARVIN,
 PQ1359'IN THE SE 1/4 OF SECTION 34, T109N, R41W, ON THE NORTH RIGHT-OF-WAY
 PQ1359'OF A GRAVEL ROAD ON THE LYON-MURRAY COUNTY LINE, 1.25 MI (2.01 KM)
 PQ1359'SOUTH ALONG TRUNK HIGHWAY 59 FROM THE CROSSING OF THE CHICAGO AND
 PQ1359'NORTH WESTERN RAILWAY IN GARVIN, THENCE 0.2 MI (0.3 KM) SOUTH ON A
 PQ1359'GRAVEL ROAD.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1359'MONUMENT DISK STAMPED---4208 M 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1359'3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FT
 PQ1359'(3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1 FT (0.3 M)
 PQ1359'ABOVE THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 33.5 FT (10.2 M)
 PQ1359'NORTH OF THE CENTER OF A GRAVEL ROAD, 14.2 FT (4.3 M) EAST-NORTHEAST
 PQ1359'OF A POWER POLE WITH A TRANSFORMER, 2 FT (0.6 M) EAST OF A POOR
 PQ1359'FENCELINE, 2.3 FT (0.7 M) NORTHEAST OF A POOR CORNER FENCE POST, AND
 PQ1359'1.3 FT (0.4 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1359'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1358 ***********************************************************************
 PQ1358  DESIGNATION -  4208 N
 PQ1358  PID         -  PQ1358
 PQ1358  STATE/COUNTY-  MN/LYON
 PQ1358  COUNTRY     -  US
 PQ1358  USGS QUAD   -  BALATON (1967)
 PQ1358
 PQ1358                         *CURRENT SURVEY CONTROL
 PQ1358  ______________________________________________________________________
 PQ1358* NAD 83(1986) POSITION- 44 12 25.     (N) 095 45 15.     (W)   SCALED    
 PQ1358* NAVD 88 ORTHO HEIGHT -   471.344  (meters)    1546.40  (feet) ADJUSTED  
 PQ1358  ______________________________________________________________________
 PQ1358  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 PQ1358  DYNAMIC HEIGHT  -        471.251 (meters)     1546.10  (feet) COMP
 PQ1358  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 PQ1358
 PQ1358  VERT ORDER      -  SECOND    CLASS I
 PQ1358
 PQ1358.The horizontal coordinates were scaled from a topographic map and have
 PQ1358.an estimated accuracy of +/- 6 seconds.
 PQ1358.
 PQ1358.The orthometric height was determined by differential leveling and
 PQ1358.adjusted in June 1995.
 PQ1358
 PQ1358.The dynamic height is computed by dividing the NAVD 88
 PQ1358.geopotential number by the normal gravity value computed on the
 PQ1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1358.degrees latitude (g = 980.6199 gals.).
 PQ1358
 PQ1358.The modeled gravity was interpolated from observed gravity values.
 PQ1358
 PQ1358;                    North         East    Units  Estimated Accuracy
 PQ1358;SPC MN S     -   235,610.      659,820.      MT  (+/- 180 meters Scaled)
 PQ1358
 PQ1358                          SUPERSEDED SURVEY CONTROL
 PQ1358
 PQ1358.No superseded survey control is available for this station.
 PQ1358
 PQ1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ799985(NAD 83)
 PQ1358
 PQ1358_MARKER: DV = VERTICAL CONTROL DISK
 PQ1358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1358_SP_SET: ALUMINUM ALLOY ROD
 PQ1358_STAMPING: 4208 N 1987
 PQ1358_MARK LOGO: MNDT  
 PQ1358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1358
 PQ1358  HISTORY     - Date     Condition        Report By
 PQ1358  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1358
 PQ1358                          STATION DESCRIPTION
 PQ1358
 PQ1358'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1358'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTH OF THE TOWN OF
 PQ1358'GARVIN, IN THE NW 1/4 OF SECTION 35, T109N, R41W, NEAR A FARM
 PQ1358'ENTRANCE ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1358'56.4, NEAR THE NORTHWEST CORNER OF A GROVE OF SMALL TREES, 0.75 MI
 PQ1358'(1.21 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE CROSSING OF THE
 PQ1358'CHICAGO AND NORTH WESTERN RAILWAY IN GARVIN.  THE MARK, A STANDARD
 PQ1358'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208 N
 PQ1358'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 PQ1358'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE
 PQ1358'MARK IS 152.5 FT (46.5 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 59,
 PQ1358'185.5 FT (56.5 M) NORTH OF THE CENTER OF A FARM ENTRANCE, AND 1.6 FT
 PQ1358'(0.5 M) WEST OF A POWER POLE.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1358'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1357 ***********************************************************************
 PQ1357  DESIGNATION -  4208 P
 PQ1357  PID         -  PQ1357
 PQ1357  STATE/COUNTY-  MN/LYON
 PQ1357  COUNTRY     -  US
 PQ1357  USGS QUAD   -  BALATON (1967)
 PQ1357
 PQ1357                         *CURRENT SURVEY CONTROL
 PQ1357  ______________________________________________________________________
 PQ1357* NAD 83(1986) POSITION- 44 13 03.     (N) 095 45 19.     (W)   SCALED    
 PQ1357* NAVD 88 ORTHO HEIGHT -   467.066  (meters)    1532.37  (feet) ADJUSTED  
 PQ1357  ______________________________________________________________________
 PQ1357  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 PQ1357  DYNAMIC HEIGHT  -        466.975 (meters)     1532.07  (feet) COMP
 PQ1357  MODELED GRAVITY -    980,408.7   (mgal)                       NAVD 88
 PQ1357
 PQ1357  VERT ORDER      -  SECOND    CLASS I
 PQ1357
 PQ1357.The horizontal coordinates were scaled from a topographic map and have
 PQ1357.an estimated accuracy of +/- 6 seconds.
 PQ1357.
 PQ1357.The orthometric height was determined by differential leveling and
 PQ1357.adjusted in June 1995.
 PQ1357
 PQ1357.Photographs are available for this station.
 PQ1357
 PQ1357.The dynamic height is computed by dividing the NAVD 88
 PQ1357.geopotential number by the normal gravity value computed on the
 PQ1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1357.degrees latitude (g = 980.6199 gals.).
 PQ1357
 PQ1357.The modeled gravity was interpolated from observed gravity values.
 PQ1357
 PQ1357;                    North         East    Units  Estimated Accuracy
 PQ1357;SPC MN S     -   236,780.      659,750.      MT  (+/- 180 meters Scaled)
 PQ1357
 PQ1357                          SUPERSEDED SURVEY CONTROL
 PQ1357
 PQ1357.No superseded survey control is available for this station.
 PQ1357
 PQ1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ799997(NAD 83)
 PQ1357
 PQ1357_MARKER: DV = VERTICAL CONTROL DISK
 PQ1357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1357_SP_SET: ALUMINUM ALLOY ROD
 PQ1357_STAMPING: 4208 P 1987
 PQ1357_MARK LOGO: MNDT  
 PQ1357_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1357+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2004
 PQ1357_ROD/PIPE-DEPTH:  6.1 meters
 PQ1357
 PQ1357  HISTORY     - Date     Condition        Report By
 PQ1357  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1357  HISTORY     - 20040814 GOOD             MNDT
 PQ1357
 PQ1357                          STATION DESCRIPTION
 PQ1357
 PQ1357'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1357'THE MARK IS LOCATED IN THE NORTHEAST PART OF THE TOWN OF GARVIN, IN
 PQ1357'THE SE 1/4 OF SECTION 27, T109N, R41W, IN THE NORTHWEST QUADRANT OF
 PQ1357'THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14.  THE MARK, A
 PQ1357'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208
 PQ1357'P 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1357'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1357'ABOUT LEVEL WITH COUNTY ROAD 14.  THE MARK IS 132.0 FT (40.2 M) WEST
 PQ1357'OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 57.1, 31.5 FT
 PQ1357'(9.6 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 14, 172.0 FT (52.4 M)
 PQ1357'SOUTH OF THE CENTER OF THE CHICAGO AND NORTH WESTERN RAILWAY TRACK,
 PQ1357'66.4 FT (20.2 M) NORTH-NORTHWEST OF A POWER POLE, 3.5 FT (1.1 M) EAST
 PQ1357'OF A POWER POLE, AND 0.8 FT (24.4 CM) WEST OF A STEEL WITNESS POST.
 PQ1357'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1357
 PQ1357                          STATION RECOVERY (2004)
 PQ1357
 PQ1357'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PQ1357'AT JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 14 AT GARVIN, AT TRUNK
 PQ1357'HIGHWAY 59 MILEPOINT 57.1, 132.0 FEET WEST OF TRUNK HIGHWAY 59, 33.5
 PQ1357'FEET NORTH OF COUNTY ROAD 14, 172 FEET SOUTH OF RAILROAD CROSSING,
 PQ1357'66.4 FEET NORTH-NORTHWEST OF POWER POLE, 3.5 FEET EAST OF POWER POLE,
 PQ1357'0.8 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1356 ***********************************************************************
 PQ1356  DESIGNATION -  4208 Q
 PQ1356  PID         -  PQ1356
 PQ1356  STATE/COUNTY-  MN/LYON
 PQ1356  COUNTRY     -  US
 PQ1356  USGS QUAD   -  BALATON (1967)
 PQ1356
 PQ1356                         *CURRENT SURVEY CONTROL
 PQ1356  ______________________________________________________________________
 PQ1356* NAD 83(2007) POSITION- 44 13 30.38370(N) 095 45 20.13519(W)   ADJUSTED  
 PQ1356* NAD 83(2007) ELLIP HT-   435.583 (meters)        (02/10/07)   ADJUSTED
 PQ1356* NAD 83(2007) EPOCH   -  2002.00
 PQ1356* NAVD 88 ORTHO HEIGHT -   462.283  (meters)    1516.67  (feet) ADJUSTED  
 PQ1356  ______________________________________________________________________
 PQ1356  NAD 83(2007) X  -   -459,143.498 (meters)                     COMP
 PQ1356  NAD 83(2007) Y  - -4,555,297.165 (meters)                     COMP
 PQ1356  NAD 83(2007) Z  -  4,426,353.797 (meters)                     COMP
 PQ1356  LAPLACE CORR    -         -2.98  (seconds)                    DEFLEC09
 PQ1356  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 PQ1356  DYNAMIC HEIGHT  -        462.194 (meters)     1516.38  (feet) COMP
 PQ1356  MODELED GRAVITY -    980,409.9   (mgal)                       NAVD 88
 PQ1356
 PQ1356  VERT ORDER      -  SECOND    CLASS I
 PQ1356
 PQ1356  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1356  Type                                         Horiz  Ellip  Dist(km)
 PQ1356  -------------------------------------------------------------------
 PQ1356  NETWORK                                       0.86   1.27
 PQ1356  -------------------------------------------------------------------
 PQ1356  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.82   1.25      3.61
 PQ1356  -------------------------------------------------------------------
 PQ1356  NOTE: Click here for information on individual local accuracy
 PQ1356  values and other accuracy information.
 PQ1356
 PQ1356
 PQ1356.The horizontal coordinates were established by GPS observations
 PQ1356.and adjusted by the National Geodetic Survey in February 2007.
 PQ1356
 PQ1356.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1356.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1356
 PQ1356.The horizontal coordinates are valid at the epoch date displayed above
 PQ1356.which is a decimal equivalence of Year/Month/Day.
 PQ1356
 PQ1356.The orthometric height was determined by differential leveling and
 PQ1356.adjusted in June 1995.
 PQ1356
 PQ1356.Photographs are available for this station.
 PQ1356
 PQ1356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1356
 PQ1356.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1356
 PQ1356.The ellipsoidal height was determined by GPS observations
 PQ1356.and is referenced to NAD 83.
 PQ1356
 PQ1356.The dynamic height is computed by dividing the NAVD 88
 PQ1356.geopotential number by the normal gravity value computed on the
 PQ1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1356.degrees latitude (g = 980.6199 gals.).
 PQ1356
 PQ1356.The modeled gravity was interpolated from observed gravity values.
 PQ1356
 PQ1356. The following values were computed from the NAD 83(2007) position.
 PQ1356
 PQ1356;                    North         East     Units Scale Factor Converg.
 PQ1356;SPC MN S     -   237,629.454   659,744.129   MT  0.99993361   -1 13 50.0
 PQ1356;SPC MN S     -   779,622.63  2,164,510.53   sFT  0.99993361   -1 13 50.0
 PQ1356;UTM  15      - 4,900,568.348   279,907.366   MT  1.00019579   -1 55 21.9
 PQ1356
 PQ1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1356!SPC MN S     -   0.99993170  x   0.99993361  =   0.99986532
 PQ1356!UTM  15      -   0.99993170  x   1.00019579  =   1.00012748
 PQ1356
 PQ1356                          SUPERSEDED SURVEY CONTROL
 PQ1356
 PQ1356  NAD 83(1996)-  44 13 30.38317(N)    095 45 20.13452(W) AD(       ) 1
 PQ1356  ELLIP H (05/15/02)  435.628  (m)                       GP(       ) 3 1
 PQ1356  NAVD 88 (05/15/02)  462.28   (m)         1516.7    (f) LEVELING    3  
 PQ1356
 PQ1356.Superseded values are not recommended for survey control.
 PQ1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1356.See file dsdata.txt to determine how the superseded data were derived.
 PQ1356
 PQ1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7990700568(NAD 83)
 PQ1356
 PQ1356_MARKER: DV = VERTICAL CONTROL DISK
 PQ1356_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1356_SP_SET: ALUMINUM ALLOY ROD
 PQ1356_STAMPING: 4208 Q 1987
 PQ1356_MARK LOGO: MNDT  
 PQ1356_PROJECTION: FLUSH
 PQ1356_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1356+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 PQ1356_ROD/PIPE-DEPTH:  7.6 meters
 PQ1356
 PQ1356  HISTORY     - Date     Condition        Report By
 PQ1356  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1356  HISTORY     - 19980328 GOOD             MNDT
 PQ1356  HISTORY     - 20061017 GOOD             MNDT
 PQ1356
 PQ1356                          STATION DESCRIPTION
 PQ1356
 PQ1356'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1356'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1356'IN THE NE 1/4 OF SECTION 27, T109N, R41W, IN THE SOUTHWEST QUADRANT
 PQ1356'OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 54 EAST AND A
 PQ1356'GRAVEL ROAD WEST, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM
 PQ1356'ITS JUNCTION WITH TRUNK HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF
 PQ1356'GARVIN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1356'DISK STAMPED---4208 Q 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1356'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1356'OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF A GRAVEL
 PQ1356'ROAD.  THE MARK IS 175 FT (53.3 M) WEST OF THE CENTERLINE OF TRUNK
 PQ1356'HIGHWAY 59 AT MILEPOINT 57.55, 34.5 FT (10.5 M) SOUTH OF THE CENTER
 PQ1356'OF A GRAVEL ROAD, 49.1 FT (15.0 M) EAST OF A TELEPHONE CABLE MARKER
 PQ1356'POST, 9.9 FT (3.0 M) EAST OF POWER POLE NUMBER 137-3, AND 1.1 FT
 PQ1356'(0.3 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 PQ1356'MARK MAGNETIC.
 PQ1356
 PQ1356                          STATION RECOVERY (1998)
 PQ1356
 PQ1356'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 PQ1356'RECOVERED AS DESCRIBED.
 PQ1356
 PQ1356                          STATION RECOVERY (2006)
 PQ1356
 PQ1356'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKH)
 PQ1356'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF
 PQ1356'AMIRET, 6.8 MI (10.9 KM) WEST OF TRACY, 5.8 MI (9.3 KM) EAST OF
 PQ1356'BALATON AND IS 0.5 MI (0.8 KM) NORTH OF GARVIN, IN SOUTHWEST QUADRANT
 PQ1356'OF THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 54 (EAST) - GRAVEL
 PQ1356'ROAD (WEST), 1.0 MI (1.6 KM) SOUTH OF TRUNK HIGHWAY 14, AT TRUNK
 PQ1356'HIGHWAY 59 MILE POINT 57.55, 175 FT (53.3 M) WEST OF TRUNK HIGHWAY 59,
 PQ1356'34.5 FT (10.5 M) SOUTH OF 120TH STREET, 49.1 FT (15.0 M) EAST OF CABLE
 PQ1356'POST, 9.9 FT (3.0 M) EAST OF POWER POLE 137-3, 1.1 FT (0.3 M) WEST OF
 PQ1356'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1354 ***********************************************************************
 PQ1354  DESIGNATION -  4208 R
 PQ1354  PID         -  PQ1354
 PQ1354  STATE/COUNTY-  MN/LYON
 PQ1354  COUNTRY     -  US
 PQ1354  USGS QUAD   -  BALATON (1967)
 PQ1354
 PQ1354                         *CURRENT SURVEY CONTROL
 PQ1354  ______________________________________________________________________
 PQ1354* NAD 83(1986) POSITION- 44 14 49.1    (N) 095 45 16.8    (W)   HD_HELD2  
 PQ1354* NAVD 88 ORTHO HEIGHT -   458.477  (meters)    1504.19  (feet) ADJUSTED  
 PQ1354  ______________________________________________________________________
 PQ1354  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 PQ1354  DYNAMIC HEIGHT  -        458.389 (meters)     1503.90  (feet) COMP
 PQ1354  MODELED GRAVITY -    980,414.0   (mgal)                       NAVD 88
 PQ1354
 PQ1354  VERT ORDER      -  SECOND    CLASS I
 PQ1354
 PQ1354.The horizontal coordinates were scaled from a topographic map and have
 PQ1354.an estimated accuracy of +/- 6 seconds.
 PQ1354.
 PQ1354.The orthometric height was determined by differential leveling and
 PQ1354.adjusted in June 1995.
 PQ1354
 PQ1354.Photographs are available for this station.
 PQ1354
 PQ1354.The dynamic height is computed by dividing the NAVD 88
 PQ1354.geopotential number by the normal gravity value computed on the
 PQ1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1354.degrees latitude (g = 980.6199 gals.).
 PQ1354
 PQ1354.The modeled gravity was interpolated from observed gravity values.
 PQ1354
 PQ1354;                    North         East    Units  Estimated Accuracy
 PQ1354;SPC MN S     -   240,057.      659,870.      MT  (+/- 10 meters HH2 GPS)
 PQ1354
 PQ1354                          SUPERSEDED SURVEY CONTROL
 PQ1354
 PQ1354.No superseded survey control is available for this station.
 PQ1354
 PQ1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8006202994(NAD 83)
 PQ1354
 PQ1354_MARKER: DV = VERTICAL CONTROL DISK
 PQ1354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1354_SP_SET: ALUMINUM ALLOY ROD
 PQ1354_STAMPING: 4208 R 1987
 PQ1354_MARK LOGO: MNDT  
 PQ1354_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1354+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 PQ1354
 PQ1354  HISTORY     - Date     Condition        Report By
 PQ1354  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1354  HISTORY     - 20060801 GOOD             MNDT
 PQ1354
 PQ1354                          STATION DESCRIPTION
 PQ1354
 PQ1354'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1354'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1354'IN THE SW 1/4 OF SECTION 14, T109N, R41W, ON THE EAST RIGHT-OF-WAY OF
 PQ1354'TRUNK HIGHWAY 59 AT MILEPOINT 59.15, 0.45 MI (0.72 KM) NORTH ALONG
 PQ1354'TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 14 ABOUT 1.5 MI
 PQ1354'(2.4 KM) NORTH OF GARVIN. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1354'CONTROL MONUMENT DISK STAMPED---4208 R 1987---, IS SET ON THE TOP OF
 PQ1354'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS
 PQ1354'BURIED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 1
 PQ1354'FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 74.6 FT
 PQ1354'(22.7 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 59, 57.2 FT
 PQ1354'(17.4 M) SOUTH OF A CABLE MARKER PEDESTAL, 2.3 FT (0.7 M)
 PQ1354'SOUTH-SOUTHWEST OF A FENCE CORNER, AND 1.3 FT (0.4 M) SOUTH OF A STEEL
 PQ1354'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1354
 PQ1354                          STATION RECOVERY (2006)
 PQ1354
 PQ1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1354'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) WEST OF TRACY, 5.9 MI
 PQ1354'(9.5 KM) EAST OF BALATON, 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF AMIRET
 PQ1354'AND IS 2.0 MI (3.2 KM) NORTH OF GARVIN, 0.45 MI (0.7 KM) NORTH ON
 PQ1354'TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK
 PQ1354'HIGHWAY 59, AT TRUNK HIGHWAY 59 MILE POINT 59.15, 74.6 FT (22.7 M)
 PQ1354'EAST OF TRUNK HIGHWAY 59, 57.2 FT (17.4 M) SOUTH OF CABLE MARKER
 PQ1354'PEDESTAL, 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF A FENCE CORNER, 1.3 FT
 PQ1354'(0.4 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1352 ***********************************************************************
 PQ1352  DESIGNATION -  4208 S
 PQ1352  PID         -  PQ1352
 PQ1352  STATE/COUNTY-  MN/LYON
 PQ1352  COUNTRY     -  US
 PQ1352  USGS QUAD   -  MARSHALL SE (1963)
 PQ1352
 PQ1352                         *CURRENT SURVEY CONTROL
 PQ1352  ______________________________________________________________________
 PQ1352* NAD 83(1986) POSITION- 44 15 39.     (N) 095 45 19.     (W)   SCALED    
 PQ1352* NAVD 88 ORTHO HEIGHT -   449.781  (meters)    1475.66  (feet) ADJUSTED  
 PQ1352  ______________________________________________________________________
 PQ1352  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 PQ1352  DYNAMIC HEIGHT  -        449.697 (meters)     1475.38  (feet) COMP
 PQ1352  MODELED GRAVITY -    980,416.5   (mgal)                       NAVD 88
 PQ1352
 PQ1352  VERT ORDER      -  SECOND    CLASS I
 PQ1352
 PQ1352.The horizontal coordinates were scaled from a topographic map and have
 PQ1352.an estimated accuracy of +/- 6 seconds.
 PQ1352.
 PQ1352.The orthometric height was determined by differential leveling and
 PQ1352.adjusted in June 1995.
 PQ1352
 PQ1352.Photographs are available for this station.
 PQ1352
 PQ1352.The dynamic height is computed by dividing the NAVD 88
 PQ1352.geopotential number by the normal gravity value computed on the
 PQ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1352.degrees latitude (g = 980.6199 gals.).
 PQ1352
 PQ1352.The modeled gravity was interpolated from observed gravity values.
 PQ1352
 PQ1352;                    North         East    Units  Estimated Accuracy
 PQ1352;SPC MN S     -   241,600.      659,860.      MT  (+/- 180 meters Scaled)
 PQ1352
 PQ1352                          SUPERSEDED SURVEY CONTROL
 PQ1352
 PQ1352.No superseded survey control is available for this station.
 PQ1352
 PQ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK800045(NAD 83)
 PQ1352
 PQ1352_MARKER: DV = VERTICAL CONTROL DISK
 PQ1352_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1352_SP_SET: ALUMINUM ALLOY ROD
 PQ1352_STAMPING: 4208 S 1987
 PQ1352_MARK LOGO: MNDT  
 PQ1352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1352
 PQ1352  HISTORY     - Date     Condition        Report By
 PQ1352  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1352
 PQ1352                          STATION DESCRIPTION
 PQ1352
 PQ1352'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1352'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1352'IN THE SE 1/4 OF SECTION 10, T109N, R41W, NEAR A PARK ENTRANCE ON THE
 PQ1352'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 60.15, 1.4 MI
 PQ1352'(2.3 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1352'HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF GARVIN.  THE MARK, A
 PQ1352'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208
 PQ1352'S 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT
 PQ1352'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 PQ1352'THE GROUND AND IS ABOUT 8 FT (2.4 M) ABOVE THE LEVEL OF THE HIGHWAY.
 PQ1352'THE MARK IS 96.0 FT (29.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1352'59, 85.9 FT (26.2 M) NORTH OF THE CENTER OF A PARK ENTRANCE, 122.5 FT
 PQ1352'(37.3 M) NORTH OF A CABLE MARKER PEDESTAL, 71.5 FT (21.8 M) WEST OF A
 PQ1352'POWER POLE, AND 1.6 FT (0.5 M) SOUTH OF A STEEL WITNESS POST.  A
 PQ1352'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1351 ***********************************************************************
 PQ1351  DESIGNATION -  4208 T
 PQ1351  PID         -  PQ1351
 PQ1351  STATE/COUNTY-  MN/LYON
 PQ1351  COUNTRY     -  US
 PQ1351  USGS QUAD   -  MARSHALL SE (1963)
 PQ1351
 PQ1351                         *CURRENT SURVEY CONTROL
 PQ1351  ______________________________________________________________________
 PQ1351* NAD 83(1986) POSITION- 44 16 08.     (N) 095 45 15.     (W)   SCALED    
 PQ1351* NAVD 88 ORTHO HEIGHT -   430.440  (meters)    1412.20  (feet) ADJUSTED  
 PQ1351  ______________________________________________________________________
 PQ1351  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 PQ1351  DYNAMIC HEIGHT  -        430.359 (meters)     1411.94  (feet) COMP
 PQ1351  MODELED GRAVITY -    980,418.1   (mgal)                       NAVD 88
 PQ1351
 PQ1351  VERT ORDER      -  SECOND    CLASS I
 PQ1351
 PQ1351.The horizontal coordinates were scaled from a topographic map and have
 PQ1351.an estimated accuracy of +/- 6 seconds.
 PQ1351.
 PQ1351.The orthometric height was determined by differential leveling and
 PQ1351.adjusted in June 1995.
 PQ1351
 PQ1351.Photographs are available for this station.
 PQ1351
 PQ1351.The dynamic height is computed by dividing the NAVD 88
 PQ1351.geopotential number by the normal gravity value computed on the
 PQ1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1351.degrees latitude (g = 980.6199 gals.).
 PQ1351
 PQ1351.The modeled gravity was interpolated from observed gravity values.
 PQ1351
 PQ1351;                    North         East    Units  Estimated Accuracy
 PQ1351;SPC MN S     -   242,490.      659,960.      MT  (+/- 180 meters Scaled)
 PQ1351
 PQ1351                          SUPERSEDED SURVEY CONTROL
 PQ1351
 PQ1351.No superseded survey control is available for this station.
 PQ1351
 PQ1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK801054(NAD 83)
 PQ1351
 PQ1351_MARKER: DV = VERTICAL CONTROL DISK
 PQ1351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1351_SP_SET: ALUMINUM ALLOY ROD
 PQ1351_STAMPING: 4208 T 1987
 PQ1351_MARK LOGO: MNDT  
 PQ1351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1351
 PQ1351  HISTORY     - Date     Condition        Report By
 PQ1351  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1351
 PQ1351                          STATION DESCRIPTION
 PQ1351
 PQ1351'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1351'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1351'IN THE NW 1/4 OF SECTION 11, T109N, R41W, IN THE SOUTHEAST QUADRANT
 PQ1351'OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST GRAVEL ROAD,
 PQ1351'2.0 MI (3.2 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH
 PQ1351'TRUNK HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF GARVIN.  THE MARK, A
 PQ1351'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208
 PQ1351'T 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 17-FOOT
 PQ1351'LONG ALUMINUM ROD THAT IS BURIED 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 PQ1351'THE GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 165.2 FT
 PQ1351'(50.4 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 60.7
 PQ1351', 9.6 FT (2.9 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 91.1 FT
 PQ1351'(27.8 M) EAST-SOUTHEAST OF A FENCE CORNER, 3.0 FT (0.9 M)
 PQ1351'NORTH-NORTHWEST OF A SOUTH GATE POST, AND 2.7 FT (0.8 M) NORTH OF A
 PQ1351'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1349 ***********************************************************************
 PQ1349  DESIGNATION -  4208 U
 PQ1349  PID         -  PQ1349
 PQ1349  STATE/COUNTY-  MN/LYON
 PQ1349  COUNTRY     -  US
 PQ1349  USGS QUAD   -  MARSHALL SE (1963)
 PQ1349
 PQ1349                         *CURRENT SURVEY CONTROL
 PQ1349  ______________________________________________________________________
 PQ1349* NAD 83(1986) POSITION- 44 17 23.     (N) 095 45 17.     (W)   SCALED    
 PQ1349* NAVD 88 ORTHO HEIGHT -   446.129  (meters)    1463.67  (feet) ADJUSTED  
 PQ1349  ______________________________________________________________________
 PQ1349  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 PQ1349  DYNAMIC HEIGHT  -        446.048 (meters)     1463.41  (feet) COMP
 PQ1349  MODELED GRAVITY -    980,422.1   (mgal)                       NAVD 88
 PQ1349
 PQ1349  VERT ORDER      -  SECOND    CLASS I
 PQ1349
 PQ1349.The horizontal coordinates were scaled from a topographic map and have
 PQ1349.an estimated accuracy of +/- 6 seconds.
 PQ1349.
 PQ1349.The orthometric height was determined by differential leveling and
 PQ1349.adjusted in June 1995.
 PQ1349
 PQ1349.The dynamic height is computed by dividing the NAVD 88
 PQ1349.geopotential number by the normal gravity value computed on the
 PQ1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1349.degrees latitude (g = 980.6199 gals.).
 PQ1349
 PQ1349.The modeled gravity was interpolated from observed gravity values.
 PQ1349
 PQ1349;                    North         East    Units  Estimated Accuracy
 PQ1349;SPC MN S     -   244,810.      659,970.      MT  (+/- 180 meters Scaled)
 PQ1349
 PQ1349                          SUPERSEDED SURVEY CONTROL
 PQ1349
 PQ1349.No superseded survey control is available for this station.
 PQ1349
 PQ1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK802077(NAD 83)
 PQ1349
 PQ1349_MARKER: DV = VERTICAL CONTROL DISK
 PQ1349_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1349_SP_SET: ALUMINUM ALLOY ROD
 PQ1349_STAMPING: 4208 U 1987
 PQ1349_MARK LOGO: MNDT  
 PQ1349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1349
 PQ1349  HISTORY     - Date     Condition        Report By
 PQ1349  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1349
 PQ1349                          STATION DESCRIPTION
 PQ1349
 PQ1349'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1349'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1349'IN THE SW 1/4 OF SECTION 35, T110N, R41W, NEAR A FIELD ENTRANCE ON
 PQ1349'THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 62.15, 3.45 MI
 PQ1349'(5.55 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1349'HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF GARVIN.  THE MARK, A
 PQ1349'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208
 PQ1349'U 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1349'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 PQ1349'THE GROUND AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 PQ1349'THE MARK IS 73.1 FT (22.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1349'59, 53.5 FT (16.3 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 4.1 FT
 PQ1349'(1.2 M) NORTH OF A POWER POLE, AND 1.0 FT (0.3 M) SOUTH OF A STEEL
 PQ1349'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1347 ***********************************************************************
 PQ1347  DESIGNATION -  4208 V
 PQ1347  PID         -  PQ1347
 PQ1347  STATE/COUNTY-  MN/LYON
 PQ1347  COUNTRY     -  US
 PQ1347  USGS QUAD   -  MARSHALL SE (1963)
 PQ1347
 PQ1347                         *CURRENT SURVEY CONTROL
 PQ1347  ______________________________________________________________________
 PQ1347* NAD 83(1986) POSITION- 44 18 18.     (N) 095 45 20.     (W)   SCALED    
 PQ1347* NAVD 88 ORTHO HEIGHT -   427.571  (meters)    1402.79  (feet) ADJUSTED  
 PQ1347  ______________________________________________________________________
 PQ1347  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 PQ1347  DYNAMIC HEIGHT  -        427.493 (meters)     1402.53  (feet) COMP
 PQ1347  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 PQ1347
 PQ1347  VERT ORDER      -  SECOND    CLASS I
 PQ1347
 PQ1347.The horizontal coordinates were scaled from a topographic map and have
 PQ1347.an estimated accuracy of +/- 6 seconds.
 PQ1347.
 PQ1347.The orthometric height was determined by differential leveling and
 PQ1347.adjusted in June 1995.
 PQ1347
 PQ1347.The dynamic height is computed by dividing the NAVD 88
 PQ1347.geopotential number by the normal gravity value computed on the
 PQ1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1347.degrees latitude (g = 980.6199 gals.).
 PQ1347
 PQ1347.The modeled gravity was interpolated from observed gravity values.
 PQ1347
 PQ1347;                    North         East    Units  Estimated Accuracy
 PQ1347;SPC MN S     -   246,500.      659,940.      MT  (+/- 180 meters Scaled)
 PQ1347
 PQ1347                          SUPERSEDED SURVEY CONTROL
 PQ1347
 PQ1347.No superseded survey control is available for this station.
 PQ1347
 PQ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK802094(NAD 83)
 PQ1347
 PQ1347_MARKER: DV = VERTICAL CONTROL DISK
 PQ1347_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1347_SP_SET: ALUMINUM ALLOY ROD
 PQ1347_STAMPING: 4208 V 1987
 PQ1347_MARK LOGO: MNDT  
 PQ1347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1347
 PQ1347  HISTORY     - Date     Condition        Report By
 PQ1347  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1347
 PQ1347                          STATION DESCRIPTION
 PQ1347
 PQ1347'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1347'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1347'IN THE NE 1/4 OF SECTION 27, T110N, R41W, ON THE WEST RIGHT-OF-WAY OF
 PQ1347'TRUNK HIGHWAY 59 AT MILEPOINT 63.2, 4.5 MI (7.2 KM) NORTH ALONG TRUNK
 PQ1347'HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 14 ABOUT 1.5 MI
 PQ1347'(2.4 KM) NORTH OF GARVIN. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1347'CONTROL MONUMENT DISK STAMPED---4208 V 1987---, IS SET ON THE TOP OF
 PQ1347'A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 PQ1347'WITH THE SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL
 PQ1347'OF THE HIGHWAY.  THE MARK IS 74.0 FT (22.6 M) WEST OF THE CENTERLINE
 PQ1347'OF TRUNK HIGHWAY 59, 43.6 FT (13.3 M) NORTH OF A POWER POLE, 2.0 FT
 PQ1347'(0.6 M) EAST OF A FENCELINE, 2.2 FT (0.7 M) EAST-NORTHEAST OF A NORTH
 PQ1347'GATE POST, AND 1.2 FT (0.4 M) SOUTH OF A STEEL WITNESS POST.  A
 PQ1347'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1344 ***********************************************************************
 PQ1344  DESIGNATION -  4208 X
 PQ1344  PID         -  PQ1344
 PQ1344  STATE/COUNTY-  MN/LYON
 PQ1344  COUNTRY     -  US
 PQ1344  USGS QUAD   -  MARSHALL SE (1963)
 PQ1344
 PQ1344                         *CURRENT SURVEY CONTROL
 PQ1344  ______________________________________________________________________
 PQ1344* NAD 83(2007) POSITION- 44 20 01.72030(N) 095 45 18.45270(W)   ADJUSTED  
 PQ1344* NAD 83(2007) ELLIP HT-   375.947 (meters)        (02/10/07)   ADJUSTED
 PQ1344* NAD 83(2007) EPOCH   -  2002.00
 PQ1344* NAVD 88 ORTHO HEIGHT -   402.789  (meters)    1321.48  (feet) ADJUSTED  
 PQ1344  ______________________________________________________________________
 PQ1344  NAD 83(2007) X  -   -458,256.363 (meters)                     COMP
 PQ1344  NAD 83(2007) Y  - -4,546,867.340 (meters)                     COMP
 PQ1344  NAD 83(2007) Z  -  4,434,960.592 (meters)                     COMP
 PQ1344  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC09
 PQ1344  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 PQ1344  DYNAMIC HEIGHT  -        402.718 (meters)     1321.25  (feet) COMP
 PQ1344  MODELED GRAVITY -    980,430.8   (mgal)                       NAVD 88
 PQ1344
 PQ1344  VERT ORDER      -  SECOND    CLASS I
 PQ1344
 PQ1344  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1344  Type                                         Horiz  Ellip  Dist(km)
 PQ1344  -------------------------------------------------------------------
 PQ1344  NETWORK                                       1.28   1.12
 PQ1344  -------------------------------------------------------------------
 PQ1344  MEDIAN LOCAL ACCURACY AND DIST (004 points)   1.39   1.15      5.67
 PQ1344  -------------------------------------------------------------------
 PQ1344  NOTE: Click here for information on individual local accuracy
 PQ1344  values and other accuracy information.
 PQ1344
 PQ1344
 PQ1344.The horizontal coordinates were established by GPS observations
 PQ1344.and adjusted by the National Geodetic Survey in February 2007.
 PQ1344
 PQ1344.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1344.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1344
 PQ1344.The horizontal coordinates are valid at the epoch date displayed above
 PQ1344.which is a decimal equivalence of Year/Month/Day.
 PQ1344
 PQ1344.The orthometric height was determined by differential leveling and
 PQ1344.adjusted in June 1995.
 PQ1344
 PQ1344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1344
 PQ1344.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1344
 PQ1344.The ellipsoidal height was determined by GPS observations
 PQ1344.and is referenced to NAD 83.
 PQ1344
 PQ1344.The dynamic height is computed by dividing the NAVD 88
 PQ1344.geopotential number by the normal gravity value computed on the
 PQ1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1344.degrees latitude (g = 980.6199 gals.).
 PQ1344
 PQ1344.The modeled gravity was interpolated from observed gravity values.
 PQ1344
 PQ1344. The following values were computed from the NAD 83(2007) position.
 PQ1344
 PQ1344;                    North         East     Units Scale Factor Converg.
 PQ1344;SPC MN S     -   249,704.025   660,040.775   MT  0.99992630   -1 13 48.8
 PQ1344;SPC MN S     -   819,237.29  2,165,483.78   sFT  0.99992630   -1 13 48.8
 PQ1344;UTM  15      - 4,912,641.638   280,350.372   MT  1.00019338   -1 55 34.1
 PQ1344
 PQ1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1344!SPC MN S     -   0.99994106  x   0.99992630  =   0.99986736
 PQ1344!UTM  15      -   0.99994106  x   1.00019338  =   1.00013442
 PQ1344
 PQ1344                          SUPERSEDED SURVEY CONTROL
 PQ1344
 PQ1344  NAD 83(1996)-  44 20 01.71966(N)    095 45 18.45259(W) AD(       ) 1
 PQ1344  ELLIP H (08/19/02)  375.989  (m)                       GP(       ) 3 2
 PQ1344  NAVD 88 (08/19/02)  402.79   (m)         1321.5    (f) LEVELING    3  
 PQ1344
 PQ1344.Superseded values are not recommended for survey control.
 PQ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1344.See file dsdata.txt to determine how the superseded data were derived.
 PQ1344
 PQ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8035012641(NAD 83)
 PQ1344
 PQ1344_MARKER: DV = VERTICAL CONTROL DISK
 PQ1344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1344_SP_SET: ALUMINUM ALLOY ROD
 PQ1344_STAMPING: 4208 X 1987
 PQ1344_MARK LOGO: MNDT  
 PQ1344_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1344+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 PQ1344
 PQ1344  HISTORY     - Date     Condition        Report By
 PQ1344  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1344  HISTORY     - 19990301 GOOD             MNDT
 PQ1344
 PQ1344                          STATION DESCRIPTION
 PQ1344
 PQ1344'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1344'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) NORTH OF THE TOWN OF GARVIN,
 PQ1344'IN THE SW 1/4 OF SECTION 14, T110N, R41W, NEAR A FIELD ENTRANCE ON
 PQ1344'THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 65.15, 6.45 MI
 PQ1344'(10.38 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1344'HIGHWAY 14 ABOUT 1.5 MI (2.4 KM) NORTH OF GARVIN.  THE MARK, A
 PQ1344'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208
 PQ1344'X 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 15-FOOT
 PQ1344'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 PQ1344'THE GROUND AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 PQ1344'THE MARK IS 74.7 FT (22.8 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1344'59, 13 FT (4.0 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 9.3 FT
 PQ1344'(2.8 M) NORTH OF A POWER POLE, 2.6 FT (0.8 M) SOUTHWEST OF A FENCE
 PQ1344'CORNER, AND 0.9 FT (27.4 CM) WEST OF A STEEL WITNESS POST.  A MAGNET
 PQ1344'IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1344
 PQ1344                          STATION RECOVERY (1999)
 PQ1344
 PQ1344'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 PQ1344'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1343 ***********************************************************************
 PQ1343  DESIGNATION -  4208 Y
 PQ1343  PID         -  PQ1343
 PQ1343  STATE/COUNTY-  MN/LYON
 PQ1343  COUNTRY     -  US
 PQ1343  USGS QUAD   -  MARSHALL SE (1963)
 PQ1343
 PQ1343                         *CURRENT SURVEY CONTROL
 PQ1343  ______________________________________________________________________
 PQ1343* NAD 83(1986) POSITION- 44 20 41.     (N) 095 45 18.     (W)   SCALED    
 PQ1343* NAVD 88 ORTHO HEIGHT -   391.277  (meters)    1283.71  (feet) ADJUSTED  
 PQ1343  ______________________________________________________________________
 PQ1343  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 PQ1343  DYNAMIC HEIGHT  -        391.209 (meters)     1283.49  (feet) COMP
 PQ1343  MODELED GRAVITY -    980,432.9   (mgal)                       NAVD 88
 PQ1343
 PQ1343  VERT ORDER      -  SECOND    CLASS I
 PQ1343
 PQ1343.The horizontal coordinates were scaled from a topographic map and have
 PQ1343.an estimated accuracy of +/- 6 seconds.
 PQ1343.
 PQ1343.The orthometric height was determined by differential leveling and
 PQ1343.adjusted in June 1995.
 PQ1343
 PQ1343.The dynamic height is computed by dividing the NAVD 88
 PQ1343.geopotential number by the normal gravity value computed on the
 PQ1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1343.degrees latitude (g = 980.6199 gals.).
 PQ1343
 PQ1343.The modeled gravity was interpolated from observed gravity values.
 PQ1343
 PQ1343;                    North         East    Units  Estimated Accuracy
 PQ1343;SPC MN S     -   250,920.      660,080.      MT  (+/- 180 meters Scaled)
 PQ1343
 PQ1343                          SUPERSEDED SURVEY CONTROL
 PQ1343
 PQ1343.No superseded survey control is available for this station.
 PQ1343
 PQ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK804138(NAD 83)
 PQ1343
 PQ1343_MARKER: DV = VERTICAL CONTROL DISK
 PQ1343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1343_SP_SET: ALUMINUM ALLOY ROD
 PQ1343_STAMPING: 4208 Y 1987
 PQ1343_MARK LOGO: MNDT  
 PQ1343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1343
 PQ1343  HISTORY     - Date     Condition        Report By
 PQ1343  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1343
 PQ1343                          STATION DESCRIPTION
 PQ1343
 PQ1343'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1343'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) SOUTH-SOUTHEAST OF THE
 PQ1343'TOWN OF MARSHALL, IN THE SW 1/4 OF SECTION 11, T110N, R41W, ON THE
 PQ1343'EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 65.95, 6.65 MI
 PQ1343'(10.70 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1343'HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.  THE MARK, A STANDARD
 PQ1343'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4208 Y
 PQ1343'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1343'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1343'ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 77.0 FT (23.5 M) EAST OF
 PQ1343'THE CENTERLINE OF TRUNK HIGHWAY 59, 124 FT (37.8 M) NORTH OF THE
 PQ1343'EXTENDED CENTER OF A DRIVE WEST, 5.3 FT (1.6 M) SOUTH OF A POWER
 PQ1343'POLE, AND 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN
 PQ1343'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1341 ***********************************************************************
 PQ1341  DESIGNATION -  4208 Z
 PQ1341  PID         -  PQ1341
 PQ1341  STATE/COUNTY-  MN/LYON
 PQ1341  COUNTRY     -  US
 PQ1341  USGS QUAD   -  MARSHALL SE (1963)
 PQ1341
 PQ1341                         *CURRENT SURVEY CONTROL
 PQ1341  ______________________________________________________________________
 PQ1341* NAD 83(1986) POSITION- 44 21 42.     (N) 095 45 19.     (W)   SCALED    
 PQ1341* NAVD 88 ORTHO HEIGHT -   376.241  (meters)    1234.38  (feet) ADJUSTED  
 PQ1341  ______________________________________________________________________
 PQ1341  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PQ1341  DYNAMIC HEIGHT  -        376.176 (meters)     1234.17  (feet) COMP
 PQ1341  MODELED GRAVITY -    980,436.1   (mgal)                       NAVD 88
 PQ1341
 PQ1341  VERT ORDER      -  SECOND    CLASS I
 PQ1341
 PQ1341.The horizontal coordinates were scaled from a topographic map and have
 PQ1341.an estimated accuracy of +/- 6 seconds.
 PQ1341.
 PQ1341.The orthometric height was determined by differential leveling and
 PQ1341.adjusted in June 1995.
 PQ1341
 PQ1341.The dynamic height is computed by dividing the NAVD 88
 PQ1341.geopotential number by the normal gravity value computed on the
 PQ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1341.degrees latitude (g = 980.6199 gals.).
 PQ1341
 PQ1341.The modeled gravity was interpolated from observed gravity values.
 PQ1341
 PQ1341;                    North         East    Units  Estimated Accuracy
 PQ1341;SPC MN S     -   252,800.      660,100.      MT  (+/- 180 meters Scaled)
 PQ1341
 PQ1341                          SUPERSEDED SURVEY CONTROL
 PQ1341
 PQ1341.No superseded survey control is available for this station.
 PQ1341
 PQ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK804157(NAD 83)
 PQ1341
 PQ1341_MARKER: DV = VERTICAL CONTROL DISK
 PQ1341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1341_SP_SET: ALUMINUM ALLOY ROD
 PQ1341_STAMPING: 4208 Z 1987
 PQ1341_MARK LOGO: MNDT  
 PQ1341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1341
 PQ1341  HISTORY     - Date     Condition        Report By
 PQ1341  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1341
 PQ1341                          STATION DESCRIPTION
 PQ1341
 PQ1341'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1341'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1341'OF MARSHALL, IN THE NW 1/4 OF SECTION 2, T110N, R41W, NEAR A FIELD
 PQ1341'ENTRANCE ON THE EAST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1341'67.25, 5.35 MI (8.61 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM ITS
 PQ1341'JUNCTION WITH TRUNK HIGHWAY 23 AT THE SOUTHEAST EDGE OF MARSHALL.
 PQ1341'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1341'STAMPED---4208 Z 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1341'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1341'OF THE GROUND AND ABOUT 3 FT (0.9 M) ABOVE THE LEVEL OF THE HIGHWAY.
 PQ1341'THE MARK IS 72.2 FT (22.0 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1341'59, 28.5 FT (8.7 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 99.5 FT
 PQ1341'(30.3 M) NORTH OF A POWER POLE, AND 0.9 FT (27.4 CM) WEST OF A STEEL
 PQ1341'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2939 ***********************************************************************
 DM2939  DESIGNATION -  4209 AA
 DM2939  PID         -  DM2939
 DM2939  STATE/COUNTY-  MN/LYON
 DM2939  COUNTRY     -  US
 DM2939  USGS QUAD   -  GREEN VALLEY (1967)
 DM2939
 DM2939                         *CURRENT SURVEY CONTROL
 DM2939  ______________________________________________________________________
 DM2939* NAD 83(2007) POSITION- 44 31 31.77268(N) 095 47 50.19241(W)   ADJUSTED  
 DM2939* NAD 83(2007) ELLIP HT-   312.113 (meters)        (08/30/10)   ADJUSTED
 DM2939* NAD 83(2007) EPOCH   -  2002.00
 DM2939* NAVD 88 ORTHO HEIGHT -   339.095  (meters)    1112.51  (feet) ADJUSTED  
 DM2939  ______________________________________________________________________
 DM2939  NAD 83(2007) X  -   -460,090.382 (meters)                     COMP
 DM2939  NAD 83(2007) Y  - -4,531,648.585 (meters)                     COMP
 DM2939  NAD 83(2007) Z  -  4,450,127.087 (meters)                     COMP
 DM2939  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DM2939  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DM2939  DYNAMIC HEIGHT  -        339.039 (meters)     1112.33  (feet) COMP
 DM2939  MODELED GRAVITY -    980,444.3   (mgal)                       NAVD 88
 DM2939
 DM2939  HORZ ORDER      -  FIRST
 DM2939  VERT ORDER      -  SECOND    CLASS I
 DM2939  ELLP ORDER      -  THIRD     CLASS I
 DM2939
 DM2939.The horizontal coordinates were established by GPS observations
 DM2939.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2939
 DM2939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2939.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2939
 DM2939.The horizontal coordinates are valid at the epoch date displayed above
 DM2939.which is a decimal equivalence of Year/Month/Day.
 DM2939
 DM2939.The orthometric height was determined by differential leveling and
 DM2939.adjusted in April 2012.
 DM2939
 DM2939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2939
 DM2939.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2939
 DM2939.The ellipsoidal height was determined by GPS observations
 DM2939.and is referenced to NAD 83.
 DM2939
 DM2939.The dynamic height is computed by dividing the NAVD 88
 DM2939.geopotential number by the normal gravity value computed on the
 DM2939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2939.degrees latitude (g = 980.6199 gals.).
 DM2939
 DM2939.The modeled gravity was interpolated from observed gravity values.
 DM2939
 DM2939. The following values were computed from the NAD 83(2007) position.
 DM2939
 DM2939;                    North         East     Units Scale Factor Converg.
 DM2939;SPC MN S     -   271,070.016   657,148.386   MT  0.99992213   -1 15 35.1
 DM2939;SPC MN S     -   889,335.54  2,155,994.33   sFT  0.99992213   -1 15 35.1
 DM2939;UTM  15      - 4,934,047.269   277,718.213   MT  1.00020766   -1 57 44.4
 DM2939
 DM2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2939!SPC MN S     -   0.99995106  x   0.99992213  =   0.99987320
 DM2939!UTM  15      -   0.99995106  x   1.00020766  =   1.00015871
 DM2939
 DM2939:                Primary Azimuth Mark                     Grid Az
 DM2939:SPC MN S     -  4209 AB                                  001 13 42.6
 DM2939:UTM  15      -  4209 AB                                  001 55 51.9
 DM2939
 DM2939|---------------------------------------------------------------------|
 DM2939| PID    Reference Object                     Distance      Geod. Az  |
 DM2939|                                                           dddmmss.s |
 DM2939| DM2940 4209 AB                             APPROX. 0.6 KM 3595807.5 |
 DM2939|---------------------------------------------------------------------|
 DM2939
 DM2939                          SUPERSEDED SURVEY CONTROL
 DM2939
 DM2939  NAVD 88 (08/30/10)  339.09   (m)         1112.5    (f) LEVELING    3  
 DM2939
 DM2939.Superseded values are not recommended for survey control.
 DM2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2939.See file dsdata.txt to determine how the superseded data were derived.
 DM2939
 DM2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7771834047(NAD 83)
 DM2939
 DM2939_MARKER: F = FLANGE-ENCASED ROD
 DM2939_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2939_STAMPING: 4209 AA 2009
 DM2939_MARK LOGO: MNDT  
 DM2939_PROJECTION: RECESSED 3 CENTIMETERS
 DM2939_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2939+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2939_ROD/PIPE-DEPTH:  7.6 meters
 DM2939
 DM2939  HISTORY     - Date     Condition        Report By
 DM2939  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2939  HISTORY     - 2009     GOOD             MNDT
 DM2939
 DM2939                          STATION DESCRIPTION
 DM2939
 DM2939'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2939'THE MARK IS 6.4 MILES NORTHWEST OF MARSHALL, 5.0 MILES NORTH ALONG
 DM2939'TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2939'HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2939'MILEPOINT 79.20, 72.6 FEET WEST OF TRUNK HIGHWAY 59, 83.6 FEET NORTH
 DM2939'OF POWER POLE, 85.3 FEET SOUTH OF FIELD ENTRANCE, 8.3 FEET NORTH WEST
 DM2939'OF LINCOLN/PIPESTONE RWS VENT PIPE, 7.4 FEET NORTH OF
 DM2939'LINCOLN/PIPESTONE RWS VENT PIPE, 1.8 FEET EAST OF WITNESS POST.
 DM2939
 DM2939                          STATION RECOVERY (2009)
 DM2939
 DM2939'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2940 ***********************************************************************
 DM2940  DESIGNATION -  4209 AB
 DM2940  PID         -  DM2940
 DM2940  STATE/COUNTY-  MN/LYON
 DM2940  COUNTRY     -  US
 DM2940  USGS QUAD   -  GREEN VALLEY (1967)
 DM2940
 DM2940                         *CURRENT SURVEY CONTROL
 DM2940  ______________________________________________________________________
 DM2940* NAD 83(2007) POSITION- 44 31 49.89081(N) 095 47 50.20622(W)   ADJUSTED  
 DM2940* NAD 83(2007) ELLIP HT-   311.759 (meters)        (08/30/10)   ADJUSTED
 DM2940* NAD 83(2007) EPOCH   -  2002.00
 DM2940* NAVD 88 ORTHO HEIGHT -   338.744  (meters)    1111.36  (feet) ADJUSTED  
 DM2940  ______________________________________________________________________
 DM2940  NAD 83(2007) X  -   -460,051.044 (meters)                     COMP
 DM2940  NAD 83(2007) Y  - -4,531,258.105 (meters)                     COMP
 DM2940  NAD 83(2007) Z  -  4,450,525.559 (meters)                     COMP
 DM2940  LAPLACE CORR    -         -3.73  (seconds)                    DEFLEC09
 DM2940  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DM2940  DYNAMIC HEIGHT  -        338.689 (meters)     1111.18  (feet) COMP
 DM2940  MODELED GRAVITY -    980,444.7   (mgal)                       NAVD 88
 DM2940
 DM2940  HORZ ORDER      -  FIRST
 DM2940  VERT ORDER      -  SECOND    CLASS I
 DM2940  ELLP ORDER      -  THIRD     CLASS I
 DM2940
 DM2940.The horizontal coordinates were established by GPS observations
 DM2940.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2940
 DM2940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2940.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2940
 DM2940.The horizontal coordinates are valid at the epoch date displayed above
 DM2940.which is a decimal equivalence of Year/Month/Day.
 DM2940
 DM2940.The orthometric height was determined by differential leveling and
 DM2940.adjusted in April 2012.
 DM2940
 DM2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2940
 DM2940.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2940
 DM2940.The ellipsoidal height was determined by GPS observations
 DM2940.and is referenced to NAD 83.
 DM2940
 DM2940.The dynamic height is computed by dividing the NAVD 88
 DM2940.geopotential number by the normal gravity value computed on the
 DM2940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2940.degrees latitude (g = 980.6199 gals.).
 DM2940
 DM2940.The modeled gravity was interpolated from observed gravity values.
 DM2940
 DM2940. The following values were computed from the NAD 83(2007) position.
 DM2940
 DM2940;                    North         East     Units Scale Factor Converg.
 DM2940;SPC MN S     -   271,629.103   657,160.376   MT  0.99992217   -1 15 35.1
 DM2940;SPC MN S     -   891,169.82  2,156,033.67   sFT  0.99992217   -1 15 35.1
 DM2940;UTM  15      - 4,934,606.326   277,737.063   MT  1.00020755   -1 57 45.0
 DM2940
 DM2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2940!SPC MN S     -   0.99995112  x   0.99992217  =   0.99987329
 DM2940!UTM  15      -   0.99995112  x   1.00020755  =   1.00015866
 DM2940
 DM2940:                Primary Azimuth Mark                     Grid Az
 DM2940:SPC MN S     -  4209 AA                                  181 13 42.6
 DM2940:UTM  15      -  4209 AA                                  181 55 52.5
 DM2940
 DM2940|---------------------------------------------------------------------|
 DM2940| PID    Reference Object                     Distance      Geod. Az  |
 DM2940|                                                           dddmmss.s |
 DM2940| DM2939 4209 AA                             APPROX. 0.6 KM 1795807.5 |
 DM2940|---------------------------------------------------------------------|
 DM2940
 DM2940                          SUPERSEDED SURVEY CONTROL
 DM2940
 DM2940  NAVD 88 (08/30/10)  338.74   (m)         1111.3    (f) LEVELING    3  
 DM2940
 DM2940.Superseded values are not recommended for survey control.
 DM2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2940.See file dsdata.txt to determine how the superseded data were derived.
 DM2940
 DM2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7773734606(NAD 83)
 DM2940
 DM2940_MARKER: F = FLANGE-ENCASED ROD
 DM2940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2940_STAMPING: 4209 AB 2009
 DM2940_MARK LOGO: MNDT  
 DM2940_PROJECTION: RECESSED 3 CENTIMETERS
 DM2940_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2940+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2940_ROD/PIPE-DEPTH:  5.8 meters
 DM2940
 DM2940  HISTORY     - Date     Condition        Report By
 DM2940  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2940  HISTORY     - 2009     GOOD             MNDT
 DM2940
 DM2940                          STATION DESCRIPTION
 DM2940
 DM2940'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2940'THE MARK IS 6.8 MILES NORTHWEST OF MARSHALL, 5.35 MILES NORTH ALONG
 DM2940'TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2940'HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2940'MILEPOINT 79.55, 59.5 FEET WEST OF TRUNK HIGHWAY 59, 35.8 FEET NORTH
 DM2940'OF 330 STREET, 5.5 FEET EAST OF CABLE BOX NUMBER 1719, 0.9 FOOT EAST
 DM2940'OF WITNESS POST.
 DM2940
 DM2940                          STATION RECOVERY (2009)
 DM2940
 DM2940'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2941 ***********************************************************************
 DM2941  DESIGNATION -  4209 AC
 DM2941  PID         -  DM2941
 DM2941  STATE/COUNTY-  MN/LYON
 DM2941  COUNTRY     -  US
 DM2941  USGS QUAD   -  GREEN VALLEY (1967)
 DM2941
 DM2941                         *CURRENT SURVEY CONTROL
 DM2941  ______________________________________________________________________
 DM2941* NAD 83(2007) POSITION- 44 32 12.55426(N) 095 47 48.67323(W)   ADJUSTED  
 DM2941* NAD 83(2007) ELLIP HT-   308.981 (meters)        (08/30/10)   ADJUSTED
 DM2941* NAD 83(2007) EPOCH   -  2002.00
 DM2941* NAVD 88 ORTHO HEIGHT -   335.966  (meters)    1102.25  (feet) ADJUSTED  
 DM2941  ______________________________________________________________________
 DM2941  NAD 83(2007) X  -   -459,967.610 (meters)                     COMP
 DM2941  NAD 83(2007) Y  - -4,530,771.416 (meters)                     COMP
 DM2941  NAD 83(2007) Z  -  4,451,022.309 (meters)                     COMP
 DM2941  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 DM2941  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DM2941  DYNAMIC HEIGHT  -        335.911 (meters)     1102.07  (feet) COMP
 DM2941  MODELED GRAVITY -    980,445.3   (mgal)                       NAVD 88
 DM2941
 DM2941  HORZ ORDER      -  FIRST
 DM2941  VERT ORDER      -  SECOND    CLASS I
 DM2941  ELLP ORDER      -  THIRD     CLASS I
 DM2941
 DM2941.The horizontal coordinates were established by GPS observations
 DM2941.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2941
 DM2941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2941.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2941
 DM2941.The horizontal coordinates are valid at the epoch date displayed above
 DM2941.which is a decimal equivalence of Year/Month/Day.
 DM2941
 DM2941.The orthometric height was determined by differential leveling and
 DM2941.adjusted in April 2012.
 DM2941
 DM2941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2941
 DM2941.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2941
 DM2941.The ellipsoidal height was determined by GPS observations
 DM2941.and is referenced to NAD 83.
 DM2941
 DM2941.The dynamic height is computed by dividing the NAVD 88
 DM2941.geopotential number by the normal gravity value computed on the
 DM2941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2941.degrees latitude (g = 980.6199 gals.).
 DM2941
 DM2941.The modeled gravity was interpolated from observed gravity values.
 DM2941
 DM2941. The following values were computed from the NAD 83(2007) position.
 DM2941
 DM2941;                    North         East     Units Scale Factor Converg.
 DM2941;SPC MN S     -   272,327.698   657,209.589   MT  0.99992223   -1 15 34.1
 DM2941;SPC MN S     -   893,461.79  2,156,195.13   sFT  0.99992223   -1 15 34.1
 DM2941;UTM  15      - 4,935,304.464   277,794.858   MT  1.00020724   -1 57 44.7
 DM2941
 DM2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2941!SPC MN S     -   0.99995156  x   0.99992223  =   0.99987379
 DM2941!UTM  15      -   0.99995156  x   1.00020724  =   1.00015879
 DM2941
 DM2941:                Primary Azimuth Mark                     Grid Az
 DM2941:SPC MN S     -  4209 AA                                  182 47 09.6
 DM2941:UTM  15      -  4209 AA                                  183 29 20.2
 DM2941
 DM2941|---------------------------------------------------------------------|
 DM2941| PID    Reference Object                     Distance      Geod. Az  |
 DM2941|                                                           dddmmss.s |
 DM2941| DM2939 4209 AA                             APPROX. 1.3 KM 1813135.5 |
 DM2941| DM2940 4209 AB                             APPROX. 0.7 KM 1824612.4 |
 DM2941| DM2942 4209 AD                             APPROX. 1.6 KM 3564312.7 |
 DM2941|---------------------------------------------------------------------|
 DM2941
 DM2941                          SUPERSEDED SURVEY CONTROL
 DM2941
 DM2941  NAVD 88 (08/30/10)  335.96   (m)         1102.2    (f) LEVELING    3  
 DM2941
 DM2941.Superseded values are not recommended for survey control.
 DM2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2941.See file dsdata.txt to determine how the superseded data were derived.
 DM2941
 DM2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7779435304(NAD 83)
 DM2941
 DM2941_MARKER: F = FLANGE-ENCASED ROD
 DM2941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2941_STAMPING: 4209 AC 2009
 DM2941_MARK LOGO: MNDT  
 DM2941_PROJECTION: FLUSH
 DM2941_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2941+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2941_ROD/PIPE-DEPTH:  7.6 meters
 DM2941
 DM2941  HISTORY     - Date     Condition        Report By
 DM2941  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2941  HISTORY     - 2009     GOOD             MNDT
 DM2941
 DM2941                          STATION DESCRIPTION
 DM2941
 DM2941'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2941'THE MARK IS 7.25 MILES NORTH-NORTHWEST OF MARSHALL, 5.75 MILES NORTH
 DM2941'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2941'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2941'MILEPOINT 80.0, 63.2 FEET EAST OF TRUNK HIGHWAY 59, 109.0 FEET NORTH
 DM2941'OF CENTERLINE BOX CULVERT NUMBER 8241, 34.7 FEET EAST OF MILEPOINT
 DM2941'POST NUMBER 80, 46.2 FEET SOUTH SOUTH WEST OF UTILITY POLE, 1.3 FEET
 DM2941'WEST OF WITNESS POST.
 DM2941
 DM2941                          STATION RECOVERY (2009)
 DM2941
 DM2941'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2941'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2942 ***********************************************************************
 DM2942  DESIGNATION -  4209 AD
 DM2942  PID         -  DM2942
 DM2942  STATE/COUNTY-  MN/LYON
 DM2942  COUNTRY     -  US
 DM2942  USGS QUAD   -  GREEN VALLEY (1967)
 DM2942
 DM2942                         *CURRENT SURVEY CONTROL
 DM2942  ______________________________________________________________________
 DM2942* NAD 83(2007) POSITION- 44 33 04.42015(N) 095 47 52.82981(W)   ADJUSTED  
 DM2942* NAD 83(2007) ELLIP HT-   306.217 (meters)        (08/30/10)   ADJUSTED
 DM2942* NAD 83(2007) EPOCH   -  2002.00
 DM2942* NAVD 88 ORTHO HEIGHT -   333.200  (meters)    1093.17  (feet) ADJUSTED  
 DM2942  ______________________________________________________________________
 DM2942  NAD 83(2007) X  -   -459,945.260 (meters)                     COMP
 DM2942  NAD 83(2007) Y  - -4,529,642.867 (meters)                     COMP
 DM2942  NAD 83(2007) Z  -  4,452,161.455 (meters)                     COMP
 DM2942  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC09
 DM2942  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM2942  DYNAMIC HEIGHT  -        333.146 (meters)     1093.00  (feet) COMP
 DM2942  MODELED GRAVITY -    980,446.9   (mgal)                       NAVD 88
 DM2942
 DM2942  HORZ ORDER      -  FIRST
 DM2942  VERT ORDER      -  SECOND    CLASS I
 DM2942  ELLP ORDER      -  THIRD     CLASS I
 DM2942
 DM2942.The horizontal coordinates were established by GPS observations
 DM2942.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2942
 DM2942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2942.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2942
 DM2942.The horizontal coordinates are valid at the epoch date displayed above
 DM2942.which is a decimal equivalence of Year/Month/Day.
 DM2942
 DM2942.The orthometric height was determined by differential leveling and
 DM2942.adjusted in April 2012.
 DM2942
 DM2942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2942
 DM2942.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2942
 DM2942.The ellipsoidal height was determined by GPS observations
 DM2942.and is referenced to NAD 83.
 DM2942
 DM2942.The dynamic height is computed by dividing the NAVD 88
 DM2942.geopotential number by the normal gravity value computed on the
 DM2942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2942.degrees latitude (g = 980.6199 gals.).
 DM2942
 DM2942.The modeled gravity was interpolated from observed gravity values.
 DM2942
 DM2942. The following values were computed from the NAD 83(2007) position.
 DM2942
 DM2942;                    North         East     Units Scale Factor Converg.
 DM2942;SPC MN S     -   273,930.172   657,153.060   MT  0.99992242   -1 15 37.0
 DM2942;SPC MN S     -   898,719.24  2,156,009.66   sFT  0.99992242   -1 15 37.0
 DM2942;UTM  15      - 4,936,907.968   277,757.990   MT  1.00020744   -1 57 49.4
 DM2942
 DM2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2942!SPC MN S     -   0.99995199  x   0.99992242  =   0.99987441
 DM2942!UTM  15      -   0.99995199  x   1.00020744  =   1.00015942
 DM2942
 DM2942:                Primary Azimuth Mark                     Grid Az
 DM2942:SPC MN S     -  4209 AF                                  001 37 54.9
 DM2942:UTM  15      -  4209 AF                                  002 20 07.3
 DM2942
 DM2942|---------------------------------------------------------------------|
 DM2942| PID    Reference Object                     Distance      Geod. Az  |
 DM2942|                                                           dddmmss.s |
 DM2942| DM2944 4209 AF                             APPROX. 1.6 KM 0002217.9 |
 DM2942| DM2943 4209 AE                             APPROX. 0.7 KM 3565339.9 |
 DM2942|---------------------------------------------------------------------|
 DM2942
 DM2942                          SUPERSEDED SURVEY CONTROL
 DM2942
 DM2942  NAVD 88 (08/30/10)  333.20   (m)         1093.2    (f) LEVELING    3  
 DM2942
 DM2942.Superseded values are not recommended for survey control.
 DM2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2942.See file dsdata.txt to determine how the superseded data were derived.
 DM2942
 DM2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7775736907(NAD 83)
 DM2942
 DM2942_MARKER: F = FLANGE-ENCASED ROD
 DM2942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2942_STAMPING: 4209 AD 2009
 DM2942_MARK LOGO: MNDT  
 DM2942_PROJECTION: FLUSH
 DM2942_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2942+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2942_ROD/PIPE-DEPTH: 10.7 meters
 DM2942
 DM2942  HISTORY     - Date     Condition        Report By
 DM2942  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2942  HISTORY     - 2009     GOOD             MNDT
 DM2942
 DM2942                          STATION DESCRIPTION
 DM2942
 DM2942'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2942'THE MARK IS 8.15 MILES NORTH-NORTHWEST OF MARSHALL, 6.75 MILES NORTH
 DM2942'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2942'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2942'MILEPOINT 81.00, 75.0 FEET EAST OF TRUNK HIGHWAY 59, 48.10 FEET EAST
 DM2942'OF MILEPOST 81.0, 47.00 FEET NORTH OF FIELD ENTRANCE, 1.1 FEET WEST OF
 DM2942'WITNESS POST.
 DM2942
 DM2942                          STATION RECOVERY (2009)
 DM2942
 DM2942'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2942'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2943 ***********************************************************************
 DM2943  DESIGNATION -  4209 AE
 DM2943  PID         -  DM2943
 DM2943  STATE/COUNTY-  MN/LYON
 DM2943  COUNTRY     -  US
 DM2943  USGS QUAD   -  GREEN VALLEY (1967)
 DM2943
 DM2943                         *CURRENT SURVEY CONTROL
 DM2943  ______________________________________________________________________
 DM2943* NAD 83(2007) POSITION- 44 33 27.11925(N) 095 47 54.55231(W)   ADJUSTED  
 DM2943* NAD 83(2007) ELLIP HT-   317.953 (meters)        (08/30/10)   ADJUSTED
 DM2943* NAD 83(2007) EPOCH   -  2002.00
 DM2943* NAVD 88 ORTHO HEIGHT -   344.932  (meters)    1131.66  (feet) ADJUSTED  
 DM2943  ______________________________________________________________________
 DM2943  NAD 83(2007) X  -   -459,934.265 (meters)                     COMP
 DM2943  NAD 83(2007) Y  - -4,529,158.260 (meters)                     COMP
 DM2943  NAD 83(2007) Z  -  4,452,668.996 (meters)                     COMP
 DM2943  LAPLACE CORR    -         -3.70  (seconds)                    DEFLEC09
 DM2943  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM2943  DYNAMIC HEIGHT  -        344.877 (meters)     1131.48  (feet) COMP
 DM2943  MODELED GRAVITY -    980,447.8   (mgal)                       NAVD 88
 DM2943
 DM2943  HORZ ORDER      -  FIRST
 DM2943  VERT ORDER      -  SECOND    CLASS I
 DM2943  ELLP ORDER      -  THIRD     CLASS I
 DM2943
 DM2943.The horizontal coordinates were established by GPS observations
 DM2943.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2943
 DM2943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2943.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2943
 DM2943.The horizontal coordinates are valid at the epoch date displayed above
 DM2943.which is a decimal equivalence of Year/Month/Day.
 DM2943
 DM2943.The orthometric height was determined by differential leveling and
 DM2943.adjusted in April 2012.
 DM2943
 DM2943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2943
 DM2943.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2943
 DM2943.The ellipsoidal height was determined by GPS observations
 DM2943.and is referenced to NAD 83.
 DM2943
 DM2943.The dynamic height is computed by dividing the NAVD 88
 DM2943.geopotential number by the normal gravity value computed on the
 DM2943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2943.degrees latitude (g = 980.6199 gals.).
 DM2943
 DM2943.The modeled gravity was interpolated from observed gravity values.
 DM2943
 DM2943. The following values were computed from the NAD 83(2007) position.
 DM2943
 DM2943;                    North         East     Units Scale Factor Converg.
 DM2943;SPC MN S     -   274,631.449   657,130.466   MT  0.99992252   -1 15 38.2
 DM2943;SPC MN S     -   901,020.01  2,155,935.54   sFT  0.99992252   -1 15 38.2
 DM2943;UTM  15      - 4,937,609.670   277,744.005   MT  1.00020751   -1 57 51.4
 DM2943
 DM2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2943!SPC MN S     -   0.99995015  x   0.99992252  =   0.99987267
 DM2943!UTM  15      -   0.99995015  x   1.00020751  =   1.00015765
 DM2943
 DM2943:                Primary Azimuth Mark                     Grid Az
 DM2943:SPC MN S     -  4209 AF                                  004 29 01.0
 DM2943:UTM  15      -  4209 AF                                  005 11 14.2
 DM2943
 DM2943|---------------------------------------------------------------------|
 DM2943| PID    Reference Object                     Distance      Geod. Az  |
 DM2943|                                                           dddmmss.s |
 DM2943| DM2944 4209 AF                             APPROX. 0.9 KM 0031322.8 |
 DM2943|---------------------------------------------------------------------|
 DM2943
 DM2943                          SUPERSEDED SURVEY CONTROL
 DM2943
 DM2943  NAVD 88 (08/30/10)  344.93   (m)         1131.7    (f) LEVELING    3  
 DM2943
 DM2943.Superseded values are not recommended for survey control.
 DM2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2943.See file dsdata.txt to determine how the superseded data were derived.
 DM2943
 DM2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7774437609(NAD 83)
 DM2943
 DM2943_MARKER: F = FLANGE-ENCASED ROD
 DM2943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2943_STAMPING: 4209 AE 2009
 DM2943_MARK LOGO: MNDT  
 DM2943_PROJECTION: RECESSED 3 CENTIMETERS
 DM2943_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2943+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2943_ROD/PIPE-DEPTH:  6.1 meters
 DM2943
 DM2943  HISTORY     - Date     Condition        Report By
 DM2943  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2943  HISTORY     - 2009     GOOD             MNDT
 DM2943
 DM2943                          STATION DESCRIPTION
 DM2943
 DM2943'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2943'THE MARK IS 8.6 MILES NORTH-NORTHWEST OF MARSHALL, 7.2 MILES NORTH
 DM2943'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2943'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2943'MILEPOINT 81.45, 63.7 FEET WEST OF TRUNK HIGHWAY 59, 69.3 FEET SOUTH
 DM2943'OF 350TH STREET, 1.8 FEET SOUTH OF WITNESS POST.
 DM2943
 DM2943                          STATION RECOVERY (2009)
 DM2943
 DM2943'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2944 ***********************************************************************
 DM2944  DESIGNATION -  4209 AF
 DM2944  PID         -  DM2944
 DM2944  STATE/COUNTY-  MN/LYON
 DM2944  COUNTRY     -  US
 DM2944  USGS QUAD   -  GREEN VALLEY (1967)
 DM2944
 DM2944                         *CURRENT SURVEY CONTROL
 DM2944  ______________________________________________________________________
 DM2944* NAD 83(2007) POSITION- 44 33 54.78890(N) 095 47 52.37279(W)   ADJUSTED  
 DM2944* NAD 83(2007) ELLIP HT-   312.984 (meters)        (08/30/10)   ADJUSTED
 DM2944* NAD 83(2007) EPOCH   -  2002.00
 DM2944* NAVD 88 ORTHO HEIGHT -   339.958  (meters)    1115.35  (feet) ADJUSTED  
 DM2944  ______________________________________________________________________
 DM2944  NAD 83(2007) X  -   -459,825.506 (meters)                     COMP
 DM2944  NAD 83(2007) Y  - -4,528,563.339 (meters)                     COMP
 DM2944  NAD 83(2007) Z  -  4,453,274.081 (meters)                     COMP
 DM2944  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC09
 DM2944  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM2944  DYNAMIC HEIGHT  -        339.904 (meters)     1115.17  (feet) COMP
 DM2944  MODELED GRAVITY -    980,448.9   (mgal)                       NAVD 88
 DM2944
 DM2944  HORZ ORDER      -  FIRST
 DM2944  VERT ORDER      -  SECOND    CLASS I
 DM2944  ELLP ORDER      -  THIRD     CLASS I
 DM2944
 DM2944.The horizontal coordinates were established by GPS observations
 DM2944.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2944
 DM2944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2944.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2944
 DM2944.The horizontal coordinates are valid at the epoch date displayed above
 DM2944.which is a decimal equivalence of Year/Month/Day.
 DM2944
 DM2944.The orthometric height was determined by differential leveling and
 DM2944.adjusted in April 2012.
 DM2944
 DM2944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2944
 DM2944.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2944
 DM2944.The ellipsoidal height was determined by GPS observations
 DM2944.and is referenced to NAD 83.
 DM2944
 DM2944.The dynamic height is computed by dividing the NAVD 88
 DM2944.geopotential number by the normal gravity value computed on the
 DM2944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2944.degrees latitude (g = 980.6199 gals.).
 DM2944
 DM2944.The modeled gravity was interpolated from observed gravity values.
 DM2944
 DM2944. The following values were computed from the NAD 83(2007) position.
 DM2944
 DM2944;                    North         East     Units Scale Factor Converg.
 DM2944;SPC MN S     -   275,484.213   657,197.335   MT  0.99992266   -1 15 36.7
 DM2944;SPC MN S     -   903,817.79  2,156,154.92   sFT  0.99992266   -1 15 36.7
 DM2944;UTM  15      - 4,938,461.790   277,821.366   MT  1.00020709   -1 57 50.9
 DM2944
 DM2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2944!SPC MN S     -   0.99995093  x   0.99992266  =   0.99987359
 DM2944!UTM  15      -   0.99995093  x   1.00020709  =   1.00015801
 DM2944
 DM2944:                Primary Azimuth Mark                     Grid Az
 DM2944:SPC MN S     -  4209 AG                                  001 36 24.7
 DM2944:UTM  15      -  4209 AG                                  002 18 38.9
 DM2944
 DM2944|---------------------------------------------------------------------|
 DM2944| PID    Reference Object                     Distance      Geod. Az  |
 DM2944|                                                           dddmmss.s |
 DM2944| DM2945 4209 AG                             APPROX. 1.6 KM 0002048.0 |
 DM2944|---------------------------------------------------------------------|
 DM2944
 DM2944                          SUPERSEDED SURVEY CONTROL
 DM2944
 DM2944  NAVD 88 (08/30/10)  339.96   (m)         1115.4    (f) LEVELING    3  
 DM2944
 DM2944.Superseded values are not recommended for survey control.
 DM2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2944.See file dsdata.txt to determine how the superseded data were derived.
 DM2944
 DM2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7782138461(NAD 83)
 DM2944
 DM2944_MARKER: F = FLANGE-ENCASED ROD
 DM2944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2944_STAMPING: 4209 AF 2009
 DM2944_MARK LOGO: MNDT  
 DM2944_PROJECTION: FLUSH
 DM2944_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2944+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2944_ROD/PIPE-DEPTH:  7.6 meters
 DM2944
 DM2944  HISTORY     - Date     Condition        Report By
 DM2944  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2944  HISTORY     - 2009     GOOD             MNDT
 DM2944
 DM2944                          STATION DESCRIPTION
 DM2944
 DM2944'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2944'THE MARK IS 9.1 MILES NORTH-NORTHWEST OF MARSHALL, 7.75 MILES NORTH
 DM2944'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2944'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2944'MILEPOINT 81.95, 70.9 FEET EAST OF TRUNK HIGHWAY 59, 1.2 FEET WEST OF
 DM2944'WITNESS POST.
 DM2944
 DM2944                          STATION RECOVERY (2009)
 DM2944
 DM2944'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2945 ***********************************************************************
 DM2945  DESIGNATION -  4209 AG
 DM2945  PID         -  DM2945
 DM2945  STATE/COUNTY-  MN/LYON
 DM2945  COUNTRY     -  US
 DM2945  USGS QUAD   -  GREEN VALLEY (1967)
 DM2945
 DM2945                         *CURRENT SURVEY CONTROL
 DM2945  ______________________________________________________________________
 DM2945* NAD 83(2007) POSITION- 44 34 47.41070(N) 095 47 51.92731(W)   ADJUSTED  
 DM2945* NAD 83(2007) ELLIP HT-   313.885 (meters)        (08/30/10)   ADJUSTED
 DM2945* NAD 83(2007) EPOCH   -  2002.00
 DM2945* NAVD 88 ORTHO HEIGHT -   340.852  (meters)    1118.28  (feet) ADJUSTED  
 DM2945  ______________________________________________________________________
 DM2945  NAD 83(2007) X  -   -459,700.629 (meters)                     COMP
 DM2945  NAD 83(2007) Y  - -4,527,430.787 (meters)                     COMP
 DM2945  NAD 83(2007) Z  -  4,454,431.868 (meters)                     COMP
 DM2945  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC09
 DM2945  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DM2945  DYNAMIC HEIGHT  -        340.799 (meters)     1118.10  (feet) COMP
 DM2945  MODELED GRAVITY -    980,451.6   (mgal)                       NAVD 88
 DM2945
 DM2945  HORZ ORDER      -  FIRST
 DM2945  VERT ORDER      -  SECOND    CLASS I
 DM2945  ELLP ORDER      -  THIRD     CLASS I
 DM2945
 DM2945.The horizontal coordinates were established by GPS observations
 DM2945.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2945
 DM2945.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2945.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2945
 DM2945.The horizontal coordinates are valid at the epoch date displayed above
 DM2945.which is a decimal equivalence of Year/Month/Day.
 DM2945
 DM2945.The orthometric height was determined by differential leveling and
 DM2945.adjusted in April 2012.
 DM2945
 DM2945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2945
 DM2945.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2945
 DM2945.The ellipsoidal height was determined by GPS observations
 DM2945.and is referenced to NAD 83.
 DM2945
 DM2945.The dynamic height is computed by dividing the NAVD 88
 DM2945.geopotential number by the normal gravity value computed on the
 DM2945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2945.degrees latitude (g = 980.6199 gals.).
 DM2945
 DM2945.The modeled gravity was interpolated from observed gravity values.
 DM2945
 DM2945. The following values were computed from the NAD 83(2007) position.
 DM2945
 DM2945;                    North         East     Units Scale Factor Converg.
 DM2945;SPC MN S     -   277,107.789   657,242.880   MT  0.99992297   -1 15 36.4
 DM2945;SPC MN S     -   909,144.47  2,156,304.35   sFT  0.99992297   -1 15 36.4
 DM2945;UTM  15      - 4,940,085.144   277,886.880   MT  1.00020673   -1 57 52.4
 DM2945
 DM2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2945!SPC MN S     -   0.99995079  x   0.99992297  =   0.99987376
 DM2945!UTM  15      -   0.99995079  x   1.00020673  =   1.00015751
 DM2945
 DM2945:                Primary Azimuth Mark                     Grid Az
 DM2945:SPC MN S     -  4209 AJ                                  344 06 02.8
 DM2945:UTM  15      -  4209 AJ                                  344 48 18.8
 DM2945
 DM2945|---------------------------------------------------------------------|
 DM2945| PID    Reference Object                     Distance      Geod. Az  |
 DM2945|                                                           dddmmss.s |
 DM2945| DM2947 4209 AJ                             APPROX. 1.6 KM 3425026.4 |
 DM2945| DM2946 4209 AH                             APPROX. 0.8 KM 3563542.2 |
 DM2945|---------------------------------------------------------------------|
 DM2945
 DM2945                          SUPERSEDED SURVEY CONTROL
 DM2945
 DM2945  NAVD 88 (08/30/10)  340.85   (m)         1118.3    (f) LEVELING    3  
 DM2945
 DM2945.Superseded values are not recommended for survey control.
 DM2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2945.See file dsdata.txt to determine how the superseded data were derived.
 DM2945
 DM2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7788640085(NAD 83)
 DM2945
 DM2945_MARKER: F = FLANGE-ENCASED ROD
 DM2945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2945_STAMPING: 4209 AG 2009
 DM2945_MARK LOGO: MNDT  
 DM2945_PROJECTION: RECESSED 3 CENTIMETERS
 DM2945_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2945+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2945_ROD/PIPE-DEPTH:  7.6 meters
 DM2945
 DM2945  HISTORY     - Date     Condition        Report By
 DM2945  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2945  HISTORY     - 2009     GOOD             MNDT
 DM2945
 DM2945                          STATION DESCRIPTION
 DM2945
 DM2945'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2945'THE MARK IS 10.1 MILES NORTH-NORTHWEST OF MARSHALL, 8.75 MILES NORTH
 DM2945'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2945'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2945'MILEPOINT 82.95, 68.3 FEET EAST OF TRUNK HIGHWAY 59, 9.6 FEET WEST OF
 DM2945'POWER POLE, 124.2 FEET NORTH OF FIELD ENTRANCE, 9.0 FEET WEST OF
 DM2945'WITNESS POST.
 DM2945
 DM2945                          STATION RECOVERY (2009)
 DM2945
 DM2945'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2945'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2946 ***********************************************************************
 DM2946  DESIGNATION -  4209 AH
 DM2946  PID         -  DM2946
 DM2946  STATE/COUNTY-  MN/LYON
 DM2946  COUNTRY     -  US
 DM2946  USGS QUAD   -  GREEN VALLEY (1967)
 DM2946
 DM2946                         *CURRENT SURVEY CONTROL
 DM2946  ______________________________________________________________________
 DM2946* NAD 83(2007) POSITION- 44 35 13.20004(N) 095 47 54.07446(W)   ADJUSTED  
 DM2946* NAD 83(2007) ELLIP HT-   310.723 (meters)        (08/30/10)   ADJUSTED
 DM2946* NAD 83(2007) EPOCH   -  2002.00
 DM2946* NAVD 88 ORTHO HEIGHT -   337.679  (meters)    1107.87  (feet) ADJUSTED  
 DM2946  ______________________________________________________________________
 DM2946  NAD 83(2007) X  -   -459,691.075 (meters)                     COMP
 DM2946  NAD 83(2007) Y  - -4,526,867.803 (meters)                     COMP
 DM2946  NAD 83(2007) Z  -  4,454,996.651 (meters)                     COMP
 DM2946  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC09
 DM2946  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DM2946  DYNAMIC HEIGHT  -        337.627 (meters)     1107.70  (feet) COMP
 DM2946  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 DM2946
 DM2946  HORZ ORDER      -  FIRST
 DM2946  VERT ORDER      -  SECOND    CLASS I
 DM2946  ELLP ORDER      -  THIRD     CLASS I
 DM2946
 DM2946.The horizontal coordinates were established by GPS observations
 DM2946.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2946
 DM2946.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2946.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2946
 DM2946.The horizontal coordinates are valid at the epoch date displayed above
 DM2946.which is a decimal equivalence of Year/Month/Day.
 DM2946
 DM2946.The orthometric height was determined by differential leveling and
 DM2946.adjusted in April 2012.
 DM2946
 DM2946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2946
 DM2946.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2946
 DM2946.The ellipsoidal height was determined by GPS observations
 DM2946.and is referenced to NAD 83.
 DM2946
 DM2946.The dynamic height is computed by dividing the NAVD 88
 DM2946.geopotential number by the normal gravity value computed on the
 DM2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2946.degrees latitude (g = 980.6199 gals.).
 DM2946
 DM2946.The modeled gravity was interpolated from observed gravity values.
 DM2946
 DM2946. The following values were computed from the NAD 83(2007) position.
 DM2946
 DM2946;                    North         East     Units Scale Factor Converg.
 DM2946;SPC MN S     -   277,904.633   657,213.036   MT  0.99992315   -1 15 37.9
 DM2946;SPC MN S     -   911,758.78  2,156,206.44   sFT  0.99992315   -1 15 37.9
 DM2946;UTM  15      - 4,940,882.522   277,866.832   MT  1.00020684   -1 57 54.8
 DM2946
 DM2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2946!SPC MN S     -   0.99995128  x   0.99992315  =   0.99987444
 DM2946!UTM  15      -   0.99995128  x   1.00020684  =   1.00015811
 DM2946
 DM2946:                Primary Azimuth Mark                     Grid Az
 DM2946:SPC MN S     -  4209 AG                                  177 51 18.6
 DM2946:UTM  15      -  4209 AG                                  178 33 35.5
 DM2946
 DM2946|---------------------------------------------------------------------|
 DM2946| PID    Reference Object                     Distance      Geod. Az  |
 DM2946|                                                           dddmmss.s |
 DM2946| DM2945 4209 AG                             APPROX. 0.8 KM 1763540.7 |
 DM2946| DM2947 4209 AJ                             APPROX. 0.8 KM 3292411.5 |
 DM2946|---------------------------------------------------------------------|
 DM2946
 DM2946                          SUPERSEDED SURVEY CONTROL
 DM2946
 DM2946  NAVD 88 (08/30/10)  337.68   (m)         1107.9    (f) LEVELING    3  
 DM2946
 DM2946.Superseded values are not recommended for survey control.
 DM2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2946.See file dsdata.txt to determine how the superseded data were derived.
 DM2946
 DM2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7786640882(NAD 83)
 DM2946
 DM2946_MARKER: F = FLANGE-ENCASED ROD
 DM2946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2946_STAMPING: 4209 AH 2009
 DM2946_MARK LOGO: MNDT  
 DM2946_PROJECTION: RECESSED 3 CENTIMETERS
 DM2946_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2946+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2946_ROD/PIPE-DEPTH:  7.6 meters
 DM2946
 DM2946  HISTORY     - Date     Condition        Report By
 DM2946  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2946  HISTORY     - 2009     GOOD             MNDT
 DM2946
 DM2946                          STATION DESCRIPTION
 DM2946
 DM2946'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2946'THE MARK IS 10.6 MILES NORTH-NORTHWEST OF MARSHALL, 9.25 MILES NORTH
 DM2946'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2946'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2946'MILEPOINT 83.50, 68.7 FEET WEST OF TRUNK HIGHWAY 59, 96.3 FEET NORTH
 DM2946'OF COUNTY ROAD 24 (370 STREET), 46.7 FEET NORTH OF POWER POLE, 1.6
 DM2946'FEET EAST OF WITNESS POST.
 DM2946
 DM2946                          STATION RECOVERY (2009)
 DM2946
 DM2946'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2947 ***********************************************************************
 DM2947  DESIGNATION -  4209 AJ
 DM2947  PID         -  DM2947
 DM2947  STATE/COUNTY-  MN/LYON
 DM2947  COUNTRY     -  US
 DM2947  USGS QUAD   -  GREEN VALLEY (1967)
 DM2947
 DM2947                         *CURRENT SURVEY CONTROL
 DM2947  ______________________________________________________________________
 DM2947* NAD 83(2007) POSITION- 44 35 35.95274(N) 095 48 12.90393(W)   ADJUSTED  
 DM2947* NAD 83(2007) ELLIP HT-   309.284 (meters)        (08/30/10)   ADJUSTED
 DM2947* NAD 83(2007) EPOCH   -  2002.00
 DM2947* NAVD 88 ORTHO HEIGHT -   336.221  (meters)    1103.09  (feet) ADJUSTED  
 DM2947  ______________________________________________________________________
 DM2947  NAD 83(2007) X  -   -460,054.358 (meters)                     COMP
 DM2947  NAD 83(2007) Y  - -4,526,334.250 (meters)                     COMP
 DM2947  NAD 83(2007) Z  -  4,455,495.823 (meters)                     COMP
 DM2947  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC09
 DM2947  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DM2947  DYNAMIC HEIGHT  -        336.169 (meters)     1102.91  (feet) COMP
 DM2947  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 DM2947
 DM2947  HORZ ORDER      -  FIRST
 DM2947  VERT ORDER      -  SECOND    CLASS I
 DM2947  ELLP ORDER      -  THIRD     CLASS I
 DM2947
 DM2947.The horizontal coordinates were established by GPS observations
 DM2947.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2947
 DM2947.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2947.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2947
 DM2947.The horizontal coordinates are valid at the epoch date displayed above
 DM2947.which is a decimal equivalence of Year/Month/Day.
 DM2947
 DM2947.The orthometric height was determined by differential leveling and
 DM2947.adjusted in April 2012.
 DM2947
 DM2947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2947
 DM2947.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2947
 DM2947.The ellipsoidal height was determined by GPS observations
 DM2947.and is referenced to NAD 83.
 DM2947
 DM2947.The dynamic height is computed by dividing the NAVD 88
 DM2947.geopotential number by the normal gravity value computed on the
 DM2947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2947.degrees latitude (g = 980.6199 gals.).
 DM2947
 DM2947.The modeled gravity was interpolated from observed gravity values.
 DM2947
 DM2947. The following values were computed from the NAD 83(2007) position.
 DM2947
 DM2947;                    North         East     Units Scale Factor Converg.
 DM2947;SPC MN S     -   278,615.882   656,813.310   MT  0.99992332   -1 15 51.1
 DM2947;SPC MN S     -   914,092.27  2,154,895.00   sFT  0.99992332   -1 15 51.1
 DM2947;UTM  15      - 4,941,598.838   277,475.774   MT  1.00020897   -1 58 08.8
 DM2947
 DM2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2947!SPC MN S     -   0.99995151  x   0.99992332  =   0.99987483
 DM2947!UTM  15      -   0.99995151  x   1.00020897  =   1.00016047
 DM2947
 DM2947:                Primary Azimuth Mark                     Grid Az
 DM2947:SPC MN S     -  4209 AK                                  346 57 19.1
 DM2947:UTM  15      -  4209 AK                                  347 39 36.8
 DM2947
 DM2947|---------------------------------------------------------------------|
 DM2947| PID    Reference Object                     Distance      Geod. Az  |
 DM2947|                                                           dddmmss.s |
 DM2947| DM2948 4209 AK                             APPROX. 1.6 KM 3454128.0 |
 DM2947|---------------------------------------------------------------------|
 DM2947
 DM2947                          SUPERSEDED SURVEY CONTROL
 DM2947
 DM2947  NAVD 88 (08/30/10)  336.22   (m)         1103.1    (f) LEVELING    3  
 DM2947
 DM2947.Superseded values are not recommended for survey control.
 DM2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2947.See file dsdata.txt to determine how the superseded data were derived.
 DM2947
 DM2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7747541598(NAD 83)
 DM2947
 DM2947_MARKER: F = FLANGE-ENCASED ROD
 DM2947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2947_STAMPING: 4209 AJ 2009
 DM2947_MARK LOGO: MNDT  
 DM2947_PROJECTION: RECESSED 3 CENTIMETERS
 DM2947_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2947+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2947_ROD/PIPE-DEPTH:  6.1 meters
 DM2947
 DM2947  HISTORY     - Date     Condition        Report By
 DM2947  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2947  HISTORY     - 2009     GOOD             MNDT
 DM2947
 DM2947                          STATION DESCRIPTION
 DM2947
 DM2947'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2947'THE MARK IS 11.1 MILES NORTH-NORTHWEST OF MARSHALL, 9.8 MILES NORTH
 DM2947'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2947'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2947'MILEPOINT 84.0, 59.2 FEET NORTHEAST OF TRUNK HIGHWAY 59, 39.7 FEET
 DM2947'SOUTHEAST OF FIELD ENTRANCE, 40.2 FEET EAST OF MILEPOST 84, 1.3 FEET
 DM2947'SOUTHWEST OF WITNESS POST.
 DM2947
 DM2947                          STATION RECOVERY (2009)
 DM2947
 DM2947'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2948 ***********************************************************************
 DM2948  DESIGNATION -  4209 AK
 DM2948  PID         -  DM2948
 DM2948  STATE/COUNTY-  MN/LYON
 DM2948  COUNTRY     -  US
 DM2948  USGS QUAD   -  GREEN VALLEY (1967)
 DM2948
 DM2948                         *CURRENT SURVEY CONTROL
 DM2948  ______________________________________________________________________
 DM2948* NAD 83(2007) POSITION- 44 36 24.96962(N) 095 48 30.40519(W)   ADJUSTED  
 DM2948* NAD 83(2007) ELLIP HT-   310.272 (meters)        (08/30/10)   ADJUSTED
 DM2948* NAD 83(2007) EPOCH   -  2002.00
 DM2948* NAVD 88 ORTHO HEIGHT -   337.180  (meters)    1106.23  (feet) ADJUSTED  
 DM2948  ______________________________________________________________________
 DM2948  NAD 83(2007) X  -   -460,330.958 (meters)                     COMP
 DM2948  NAD 83(2007) Y  - -4,525,238.913 (meters)                     COMP
 DM2948  NAD 83(2007) Z  -  4,456,573.892 (meters)                     COMP
 DM2948  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 DM2948  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DM2948  DYNAMIC HEIGHT  -        337.129 (meters)     1106.06  (feet) COMP
 DM2948  MODELED GRAVITY -    980,457.3   (mgal)                       NAVD 88
 DM2948
 DM2948  HORZ ORDER      -  FIRST
 DM2948  VERT ORDER      -  SECOND    CLASS I
 DM2948  ELLP ORDER      -  THIRD     CLASS I
 DM2948
 DM2948.The horizontal coordinates were established by GPS observations
 DM2948.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2948
 DM2948.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2948.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2948
 DM2948.The horizontal coordinates are valid at the epoch date displayed above
 DM2948.which is a decimal equivalence of Year/Month/Day.
 DM2948
 DM2948.The orthometric height was determined by differential leveling and
 DM2948.adjusted in April 2012.
 DM2948
 DM2948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2948
 DM2948.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2948
 DM2948.The ellipsoidal height was determined by GPS observations
 DM2948.and is referenced to NAD 83.
 DM2948
 DM2948.The dynamic height is computed by dividing the NAVD 88
 DM2948.geopotential number by the normal gravity value computed on the
 DM2948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2948.degrees latitude (g = 980.6199 gals.).
 DM2948
 DM2948.The modeled gravity was interpolated from observed gravity values.
 DM2948
 DM2948. The following values were computed from the NAD 83(2007) position.
 DM2948
 DM2948;                    North         East     Units Scale Factor Converg.
 DM2948;SPC MN S     -   280,136.965   656,460.889   MT  0.99992373   -1 16 03.3
 DM2948;SPC MN S     -   919,082.69  2,153,738.77   sFT  0.99992373   -1 16 03.3
 DM2948;UTM  15      - 4,943,124.580   277,142.005   MT  1.00021080   -1 58 22.8
 DM2948
 DM2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2948!SPC MN S     -   0.99995135  x   0.99992373  =   0.99987509
 DM2948!UTM  15      -   0.99995135  x   1.00021080  =   1.00016214
 DM2948
 DM2948:                Primary Azimuth Mark                     Grid Az
 DM2948:SPC MN S     -  4209 AJ                                  166 57 19.0
 DM2948:UTM  15      -  4209 AJ                                  167 39 38.5
 DM2948
 DM2948|---------------------------------------------------------------------|
 DM2948| PID    Reference Object                     Distance      Geod. Az  |
 DM2948|                                                           dddmmss.s |
 DM2948| DM2947 4209 AJ                             APPROX. 1.6 KM 1654115.7 |
 DM2948| DM2990 JEN                                 APPROX. 0.6 KM 1852103.4 |
 DM2948|---------------------------------------------------------------------|
 DM2948
 DM2948                          SUPERSEDED SURVEY CONTROL
 DM2948
 DM2948  NAVD 88 (08/30/10)  337.18   (m)         1106.2    (f) LEVELING    3  
 DM2948
 DM2948.Superseded values are not recommended for survey control.
 DM2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2948.See file dsdata.txt to determine how the superseded data were derived.
 DM2948
 DM2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7714243124(NAD 83)
 DM2948
 DM2948_MARKER: F = FLANGE-ENCASED ROD
 DM2948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2948_STAMPING: 4209 AK 2009
 DM2948_MARK LOGO: MNDT  
 DM2948_PROJECTION: RECESSED 5 CENTIMETERS
 DM2948_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2948+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2948_ROD/PIPE-DEPTH:  6.7 meters
 DM2948
 DM2948  HISTORY     - Date     Condition        Report By
 DM2948  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2948  HISTORY     - 2009     GOOD             MNDT
 DM2948
 DM2948                          STATION DESCRIPTION
 DM2948
 DM2948'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2948'THE MARK IS 12.15 MILES NORTH-NORTHWEST OF MARSHALL, 10.8 MILES NORTH
 DM2948'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2948'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2948'MILEPOINT 85.05, 58.0 FEET EAST OF TRUNK HIGHWAY 59, 96.2 FEET
 DM2948'SOUTHWEST OF POWER POLE, 163.3 FEET NORTH OF FIELD ENTRANCE, 1.8 FEET
 DM2948'WEST OF WITNESS POST.
 DM2948
 DM2948                          STATION RECOVERY (2009)
 DM2948
 DM2948'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2949 ***********************************************************************
 DM2949  DESIGNATION -  4209 AL
 DM2949  PID         -  DM2949
 DM2949  STATE/COUNTY-  MN/LYON
 DM2949  COUNTRY     -  US
 DM2949  USGS QUAD   -  GREEN VALLEY (1967)
 DM2949
 DM2949                         *CURRENT SURVEY CONTROL
 DM2949  ______________________________________________________________________
 DM2949* NAD 83(2007) POSITION- 44 37 27.23334(N) 095 48 32.29572(W)   ADJUSTED  
 DM2949* NAD 83(2007) ELLIP HT-   305.456 (meters)        (08/30/10)   ADJUSTED
 DM2949* NAD 83(2007) EPOCH   -  2002.00
 DM2949* NAVD 88 ORTHO HEIGHT -   332.317  (meters)    1090.28  (feet) ADJUSTED  
 DM2949  ______________________________________________________________________
 DM2949  NAD 83(2007) X  -   -460,235.457 (meters)                     COMP
 DM2949  NAD 83(2007) Y  - -4,523,888.276 (meters)                     COMP
 DM2949  NAD 83(2007) Z  -  4,457,938.685 (meters)                     COMP
 DM2949  LAPLACE CORR    -         -3.23  (seconds)                    DEFLEC09
 DM2949  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DM2949  DYNAMIC HEIGHT  -        332.268 (meters)     1090.12  (feet) COMP
 DM2949  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 DM2949
 DM2949  HORZ ORDER      -  FIRST
 DM2949  VERT ORDER      -  SECOND    CLASS I
 DM2949  ELLP ORDER      -  THIRD     CLASS I
 DM2949
 DM2949.The horizontal coordinates were established by GPS observations
 DM2949.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2949
 DM2949.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2949.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2949
 DM2949.The horizontal coordinates are valid at the epoch date displayed above
 DM2949.which is a decimal equivalence of Year/Month/Day.
 DM2949
 DM2949.The orthometric height was determined by differential leveling and
 DM2949.adjusted in April 2012.
 DM2949
 DM2949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2949
 DM2949.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2949
 DM2949.The ellipsoidal height was determined by GPS observations
 DM2949.and is referenced to NAD 83.
 DM2949
 DM2949.The dynamic height is computed by dividing the NAVD 88
 DM2949.geopotential number by the normal gravity value computed on the
 DM2949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2949.degrees latitude (g = 980.6199 gals.).
 DM2949
 DM2949.The modeled gravity was interpolated from observed gravity values.
 DM2949
 DM2949. The following values were computed from the NAD 83(2007) position.
 DM2949
 DM2949;                    North         East     Units Scale Factor Converg.
 DM2949;SPC MN S     -   282,059.218   656,461.741   MT  0.99992433   -1 16 04.6
 DM2949;SPC MN S     -   925,389.28  2,153,741.56   sFT  0.99992433   -1 16 04.6
 DM2949;UTM  15      - 4,945,047.228   277,166.539   MT  1.00021066   -1 58 26.3
 DM2949
 DM2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2949!SPC MN S     -   0.99995211  x   0.99992433  =   0.99987644
 DM2949!UTM  15      -   0.99995211  x   1.00021066  =   1.00016276
 DM2949
 DM2949                          SUPERSEDED SURVEY CONTROL
 DM2949
 DM2949  NAVD 88 (08/30/10)  332.32   (m)         1090.3    (f) LEVELING    3  
 DM2949
 DM2949.Superseded values are not recommended for survey control.
 DM2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2949.See file dsdata.txt to determine how the superseded data were derived.
 DM2949
 DM2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7716645047(NAD 83)
 DM2949
 DM2949_MARKER: F = FLANGE-ENCASED ROD
 DM2949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2949_STAMPING: 4209 AL 2009
 DM2949_MARK LOGO: MNDT  
 DM2949_PROJECTION: RECESSED 3 CENTIMETERS
 DM2949_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2949+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2949_ROD/PIPE-DEPTH:  6.1 meters
 DM2949
 DM2949  HISTORY     - Date     Condition        Report By
 DM2949  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2949  HISTORY     - 2009     GOOD             MNDT
 DM2949
 DM2949                          STATION DESCRIPTION
 DM2949
 DM2949'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2949'THE MARK IS 12.25 MILES NORTH-NORTHWEST OF MARSHALL, 12.0 MILES NORTH
 DM2949'ALONG TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 DM2949'TRUNK HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2949'MILEPOINT 86.20, 71.8 FEET WEST OF TRUNK HIGHWAY 59, 127.5 FEET NORTH
 DM2949'OF CABLE BOX NUMBER D36LP10, 1.4 FEET EAST OF WITNESS POST.
 DM2949
 DM2949                          STATION RECOVERY (2009)
 DM2949
 DM2949'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2949'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4111 ***********************************************************************
 DM4111  DESIGNATION -  4209 B
 DM4111  PID         -  DM4111
 DM4111  STATE/COUNTY-  MN/LYON
 DM4111  COUNTRY     -  US
 DM4111  USGS QUAD   -  MARSHALL (1994)
 DM4111
 DM4111                         *CURRENT SURVEY CONTROL
 DM4111  ______________________________________________________________________
 DM4111* NAD 83(1986) POSITION- 44 27 35.     (N) 095 47 48.     (W)   SCALED    
 DM4111* NAVD 88 ORTHO HEIGHT -   352.983  (meters)    1158.08  (feet) ADJUSTED  
 DM4111  ______________________________________________________________________
 DM4111  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DM4111  DYNAMIC HEIGHT  -        352.924 (meters)     1157.88  (feet) COMP
 DM4111  MODELED GRAVITY -    980,441.3   (mgal)                       NAVD 88
 DM4111
 DM4111  VERT ORDER      -  SECOND    CLASS I
 DM4111
 DM4111.The horizontal coordinates were scaled from a topographic map and have
 DM4111.an estimated accuracy of +/- 6 seconds.
 DM4111.
 DM4111.The orthometric height was determined by differential leveling and
 DM4111.adjusted in February 2011.
 DM4111
 DM4111.No vertical observational check was made to the station.
 DM4111
 DM4111.The dynamic height is computed by dividing the NAVD 88
 DM4111.geopotential number by the normal gravity value computed on the
 DM4111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4111.degrees latitude (g = 980.6199 gals.).
 DM4111
 DM4111.The modeled gravity was interpolated from observed gravity values.
 DM4111
 DM4111;                    North         East    Units  Estimated Accuracy
 DM4111;SPC MN S     -   263,760.      657,040.      MT  (+/- 180 meters Scaled)
 DM4111
 DM4111                          SUPERSEDED SURVEY CONTROL
 DM4111
 DM4111.No superseded survey control is available for this station.
 DM4111
 DM4111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK775267(NAD 83)
 DM4111
 DM4111_MARKER: DB = BENCH MARK DISK
 DM4111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4111_SP_SET: BRIDGE ABUTMENT
 DM4111_STAMPING: 4209 B 1963
 DM4111_MARK LOGO: MNHD  
 DM4111_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4111+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM4111
 DM4111  HISTORY     - Date     Condition        Report By
 DM4111  HISTORY     - 1963     MONUMENTED       MNHD
 DM4111  HISTORY     - 20061011 GOOD             MNDT
 DM4111  HISTORY     - 20090414 GOOD             MNDT
 DM4111  HISTORY     - 20090421 GOOD             MNDT
 DM4111
 DM4111                          STATION DESCRIPTION
 DM4111
 DM4111'DESCRIBED BY MN DEPT OF TRANSP 2006 (DKH)
 DM4111'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) WEST-NORTHWEST OF DUDLEY,
 DM4111'5.0 MI (8.0 KM) SOUTH-SOUTHWEST OF GREEN VALLEY AND 1.0 MI (1.6 KM)
 DM4111'NORTH-NORTHWEST OF MARSHALL.
 DM4111' 
 DM4111'THE MARK IS 0.5 MI (0.8 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM4111'JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK HIGHWAY 59 IN NORTHWEST PART OF
 DM4111'MARSHALL, IN SOUTHEAST CORNER OF SOUTH ABUTMENT OF TRUNK HIGHWAY 59
 DM4111'BRIDGE 42003 OVER DIVERSION CANAL, AT TRUNK HIGHWAY 59 MILE POINT
 DM4111'74.7, AT TRUNK HIGHWAY 59 STATION 26+90, 20 FT (6.1 M) EAST OF TRUNK
 DM4111'HIGHWAY 59.
 DM4111
 DM4111                          STATION RECOVERY (2009)
 DM4111
 DM4111'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM4111'RECOVERED AS DESCRIBED.
 DM4111
 DM4111                          STATION RECOVERY (2009)
 DM4111
 DM4111'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM4111'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5919 ***********************************************************************
 DM5919  DESIGNATION -  4209 C
 DM5919  PID         -  DM5919
 DM5919  STATE/COUNTY-  MN/LYON
 DM5919  COUNTRY     -  US
 DM5919  USGS QUAD   -  MARSHALL (1994)
 DM5919
 DM5919                         *CURRENT SURVEY CONTROL
 DM5919  ______________________________________________________________________
 DM5919* NAD 83(1986) POSITION- 44 28 29.     (N) 095 47 49.     (W)   SCALED    
 DM5919* NAVD 88 ORTHO HEIGHT -   349.705  (meters)    1147.32  (feet) ADJUSTED  
 DM5919  ______________________________________________________________________
 DM5919  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DM5919  DYNAMIC HEIGHT  -        349.648 (meters)     1147.14  (feet) COMP
 DM5919  MODELED GRAVITY -    980,442.7   (mgal)                       NAVD 88
 DM5919
 DM5919  VERT ORDER      -  SECOND    CLASS I
 DM5919
 DM5919.The horizontal coordinates were scaled from a topographic map and have
 DM5919.an estimated accuracy of +/- 6 seconds.
 DM5919.
 DM5919.The orthometric height was determined by differential leveling and
 DM5919.adjusted in April 2012.
 DM5919
 DM5919.The dynamic height is computed by dividing the NAVD 88
 DM5919.geopotential number by the normal gravity value computed on the
 DM5919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5919.degrees latitude (g = 980.6199 gals.).
 DM5919
 DM5919.The modeled gravity was interpolated from observed gravity values.
 DM5919
 DM5919;                    North         East    Units  Estimated Accuracy
 DM5919;SPC MN S     -   265,430.      657,050.      MT  (+/- 180 meters Scaled)
 DM5919
 DM5919                          SUPERSEDED SURVEY CONTROL
 DM5919
 DM5919.No superseded survey control is available for this station.
 DM5919
 DM5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK775284(NAD 83)
 DM5919
 DM5919_MARKER: DB = BENCH MARK DISK
 DM5919_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5919_STAMPING: 4209 C 1963
 DM5919_MARK LOGO: MNHD  
 DM5919_PROJECTION: RECESSED 8 CENTIMETERS
 DM5919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5919+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM5919
 DM5919  HISTORY     - Date     Condition        Report By
 DM5919  HISTORY     - 1963     MONUMENTED       MNHD
 DM5919  HISTORY     - 20090421 GOOD             MNDT
 DM5919
 DM5919                          STATION DESCRIPTION
 DM5919
 DM5919'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5919'THE MARK IS 1.55 MI (2.5 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM5919'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTHWEST PART OF
 DM5919'MARSHALL.
 DM5919' 
 DM5919'TO REACH THE MARK GO 69.0 FT (21.0 M) WEST OF TRUNK HIGHWAY 59, AT
 DM5919'TRUNK HIGHWAY 59 MILEPOST 75.75.
 DM5919' 
 DM5919'IT IS 984 FT (299.9 M) NORTH OF THE SOUTHEAST CORNER OF SECTION 29,
 DM5919'56.3 FT (17.2 M) NORTH OF DRIVEWAY 2917, 43.5 FT (13.3 M) NORTHWEST OF
 DM5919'A WITNESS POST, 84.0 FT (25.6 M) SOUTH OF CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5920 ***********************************************************************
 DM5920  DESIGNATION -  4209 D
 DM5920  PID         -  DM5920
 DM5920  STATE/COUNTY-  MN/LYON
 DM5920  COUNTRY     -  US
 DM5920  USGS QUAD   -  MARSHALL (1994)
 DM5920
 DM5920                         *CURRENT SURVEY CONTROL
 DM5920  ______________________________________________________________________
 DM5920* NAD 83(1986) POSITION- 44 28 58.     (N) 095 47 49.     (W)   SCALED    
 DM5920* NAVD 88 ORTHO HEIGHT -   350.002  (meters)    1148.30  (feet) ADJUSTED  
 DM5920  ______________________________________________________________________
 DM5920  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DM5920  DYNAMIC HEIGHT  -        349.945 (meters)     1148.11  (feet) COMP
 DM5920  MODELED GRAVITY -    980,443.5   (mgal)                       NAVD 88
 DM5920
 DM5920  VERT ORDER      -  SECOND    CLASS I
 DM5920
 DM5920.The horizontal coordinates were scaled from a topographic map and have
 DM5920.an estimated accuracy of +/- 6 seconds.
 DM5920.
 DM5920.The orthometric height was determined by differential leveling and
 DM5920.adjusted in April 2012.
 DM5920
 DM5920.The dynamic height is computed by dividing the NAVD 88
 DM5920.geopotential number by the normal gravity value computed on the
 DM5920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5920.degrees latitude (g = 980.6199 gals.).
 DM5920
 DM5920.The modeled gravity was interpolated from observed gravity values.
 DM5920
 DM5920;                    North         East    Units  Estimated Accuracy
 DM5920;SPC MN S     -   266,320.      657,070.      MT  (+/- 180 meters Scaled)
 DM5920
 DM5920                          SUPERSEDED SURVEY CONTROL
 DM5920
 DM5920.No superseded survey control is available for this station.
 DM5920
 DM5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK775293(NAD 83)
 DM5920
 DM5920_MARKER: DB = BENCH MARK DISK
 DM5920_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5920_STAMPING: 4209 D 1963
 DM5920_MARK LOGO: MNHD  
 DM5920_PROJECTION: RECESSED 5 CENTIMETERS
 DM5920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5920_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5920+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM5920
 DM5920  HISTORY     - Date     Condition        Report By
 DM5920  HISTORY     - 1963     MONUMENTED       MNHD
 DM5920  HISTORY     - 20090421 GOOD             MNDT
 DM5920
 DM5920                          STATION DESCRIPTION
 DM5920
 DM5920'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5920'THE MARK IS 2.1 MI (3.4 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM5920'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTHWEST PART OF
 DM5920'MARSHALL.
 DM5920' 
 DM5920'TO REACH THE MARK GO 1450 FT (442.0 M) SOUTH OF NORTH LINE OF SECTION
 DM5920'29.
 DM5920' 
 DM5920'IT IS 80.0 FT (24.4 M) WEST OF TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 59
 DM5920'MILE POINT 76.25, 36 FT (11.0 M) SOUTH OF DRIVEWAY 2971, 5.0 FT (1.5
 DM5920'M) WEST OF POLE WITH GUY WIRE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5921 ***********************************************************************
 DM5921  DESIGNATION -  4209 J
 DM5921  PID         -  DM5921
 DM5921  STATE/COUNTY-  MN/LYON
 DM5921  COUNTRY     -  US
 DM5921  USGS QUAD   -  GREEN VALLEY (1967)
 DM5921
 DM5921                         *CURRENT SURVEY CONTROL
 DM5921  ______________________________________________________________________
 DM5921* NAD 83(1986) POSITION- 44 33 11.     (N) 095 47 52.     (W)   SCALED    
 DM5921* NAVD 88 ORTHO HEIGHT -   336.048  (meters)    1102.52  (feet) ADJUSTED  
 DM5921  ______________________________________________________________________
 DM5921  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM5921  DYNAMIC HEIGHT  -        335.993 (meters)     1102.34  (feet) COMP
 DM5921  MODELED GRAVITY -    980,447.2   (mgal)                       NAVD 88
 DM5921
 DM5921  VERT ORDER      -  SECOND    CLASS I
 DM5921
 DM5921.The horizontal coordinates were scaled from a topographic map and have
 DM5921.an estimated accuracy of +/- 6 seconds.
 DM5921.
 DM5921.The orthometric height was determined by differential leveling and
 DM5921.adjusted in April 2012.
 DM5921
 DM5921.The dynamic height is computed by dividing the NAVD 88
 DM5921.geopotential number by the normal gravity value computed on the
 DM5921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5921.degrees latitude (g = 980.6199 gals.).
 DM5921
 DM5921.The modeled gravity was interpolated from observed gravity values.
 DM5921
 DM5921;                    North         East    Units  Estimated Accuracy
 DM5921;SPC MN S     -   274,130.      657,180.      MT  (+/- 180 meters Scaled)
 DM5921
 DM5921                          SUPERSEDED SURVEY CONTROL
 DM5921
 DM5921.No superseded survey control is available for this station.
 DM5921
 DM5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK777371(NAD 83)
 DM5921
 DM5921_MARKER: DB = BENCH MARK DISK
 DM5921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5921_SP_SET: BRIDGE ABUTMENT
 DM5921_STAMPING: 4209 J 1963
 DM5921_MARK LOGO: MNHD  
 DM5921_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5921+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM5921
 DM5921  HISTORY     - Date     Condition        Report By
 DM5921  HISTORY     - 1963     MONUMENTED       MNHD
 DM5921  HISTORY     - 20090421 GOOD             MNDT
 DM5921
 DM5921                          STATION DESCRIPTION
 DM5921
 DM5921'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5921'THE MARK IS 6.95 MI (11.2 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM5921'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTHWEST PART OF
 DM5921'MARSHALL.
 DM5921' 
 DM5921'TO REACH THE MARK AT TRUNK HIGHWAY SOUTHEAST CORNER OF TRUNK HIGHWAY
 DM5921'59 BRIDGE 6813 OVER 3 MI (4.8 KM) CREEK.
 DM5921' 
 DM5921'IT IS 18 FT (5.5 M) EAST OF TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 59
 DM5921'STATION 366+71, AT TRUNK HIGHWAY 59 MILE POINT 81.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5922 ***********************************************************************
 DM5922  DESIGNATION -  4209 K
 DM5922  PID         -  DM5922
 DM5922  STATE/COUNTY-  MN/LYON
 DM5922  COUNTRY     -  US
 DM5922  USGS QUAD   -  GREEN VALLEY (1967)
 DM5922
 DM5922                         *CURRENT SURVEY CONTROL
 DM5922  ______________________________________________________________________
 DM5922* NAD 83(1986) POSITION- 44 33 18.     (N) 095 47 54.     (W)   SCALED    
 DM5922* NAVD 88 ORTHO HEIGHT -   341.598  (meters)    1120.73  (feet) ADJUSTED  
 DM5922  ______________________________________________________________________
 DM5922  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM5922  DYNAMIC HEIGHT  -        341.543 (meters)     1120.55  (feet) COMP
 DM5922  MODELED GRAVITY -    980,447.4   (mgal)                       NAVD 88
 DM5922
 DM5922  VERT ORDER      -  SECOND    CLASS I
 DM5922
 DM5922.The horizontal coordinates were scaled from a topographic map and have
 DM5922.an estimated accuracy of +/- 6 seconds.
 DM5922.
 DM5922.The orthometric height was determined by differential leveling and
 DM5922.adjusted in April 2012.
 DM5922
 DM5922.The dynamic height is computed by dividing the NAVD 88
 DM5922.geopotential number by the normal gravity value computed on the
 DM5922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5922.degrees latitude (g = 980.6199 gals.).
 DM5922
 DM5922.The modeled gravity was interpolated from observed gravity values.
 DM5922
 DM5922;                    North         East    Units  Estimated Accuracy
 DM5922;SPC MN S     -   274,350.      657,140.      MT  (+/- 180 meters Scaled)
 DM5922
 DM5922                          SUPERSEDED SURVEY CONTROL
 DM5922
 DM5922.No superseded survey control is available for this station.
 DM5922
 DM5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK777373(NAD 83)
 DM5922
 DM5922_MARKER: DB = BENCH MARK DISK
 DM5922_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5922_STAMPING: 4209 K 1963
 DM5922_MARK LOGO: MNHD  
 DM5922_PROJECTION: FLUSH
 DM5922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5922+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM5922
 DM5922  HISTORY     - Date     Condition        Report By
 DM5922  HISTORY     - 1963     MONUMENTED       MNHD
 DM5922  HISTORY     - 20090421 GOOD             MNDT
 DM5922
 DM5922                          STATION DESCRIPTION
 DM5922
 DM5922'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5922'THE MARK IS 7.1 MI (11.4 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM5922'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTHWEST PART OF
 DM5922'MARSHALL.
 DM5922' 
 DM5922'TO REACH THE MARK GO 74.5 FT (22.7 M) WEST OF TRUNK HIGHWAY 59 IN ROW
 DM5922'OF BUSHES, AT TRUNK HIGHWAY 59 MILE POINT 81.25.
 DM5922' 
 DM5922'IT IS 936 FT (285.3 M) SOUTH OF NORTH LINE OF SECTION 33, 87 FT (26.5
 DM5922'M) NORTH OF DRIVEWAY 3481, 69.0 FT (21.0 M) NORTH OF CABLE BOX.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5923 ***********************************************************************
 DM5923  DESIGNATION -  4209 R
 DM5923  PID         -  DM5923
 DM5923  STATE/COUNTY-  MN/LYON
 DM5923  COUNTRY     -  US
 DM5923  USGS QUAD   -  GREEN VALLEY (1967)
 DM5923
 DM5923                         *CURRENT SURVEY CONTROL
 DM5923  ______________________________________________________________________
 DM5923* NAD 83(1986) POSITION- 44 35 55.     (N) 095 48 29.     (W)   SCALED    
 DM5923* NAVD 88 ORTHO HEIGHT -   338.367  (meters)    1110.13  (feet) ADJUSTED  
 DM5923  ______________________________________________________________________
 DM5923  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DM5923  DYNAMIC HEIGHT  -        338.315 (meters)     1109.96  (feet) COMP
 DM5923  MODELED GRAVITY -    980,455.4   (mgal)                       NAVD 88
 DM5923
 DM5923  VERT ORDER      -  SECOND    CLASS I
 DM5923
 DM5923.The horizontal coordinates were scaled from a topographic map and have
 DM5923.an estimated accuracy of +/- 6 seconds.
 DM5923.
 DM5923.The orthometric height was determined by differential leveling and
 DM5923.adjusted in April 2012.
 DM5923
 DM5923.The dynamic height is computed by dividing the NAVD 88
 DM5923.geopotential number by the normal gravity value computed on the
 DM5923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5923.degrees latitude (g = 980.6199 gals.).
 DM5923
 DM5923.The modeled gravity was interpolated from observed gravity values.
 DM5923
 DM5923;                    North         East    Units  Estimated Accuracy
 DM5923;SPC MN S     -   279,210.      656,470.      MT  (+/- 180 meters Scaled)
 DM5923
 DM5923                          SUPERSEDED SURVEY CONTROL
 DM5923
 DM5923.No superseded survey control is available for this station.
 DM5923
 DM5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK771421(NAD 83)
 DM5923
 DM5923_MARKER: DB = BENCH MARK DISK
 DM5923_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5923_STAMPING: 4209 R 1963
 DM5923_MARK LOGO: MNHD  
 DM5923_PROJECTION: RECESSED 8 CENTIMETERS
 DM5923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5923+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM5923
 DM5923  HISTORY     - Date     Condition        Report By
 DM5923  HISTORY     - 1963     MONUMENTED       MNHD
 DM5923  HISTORY     - 20090421 GOOD             MNDT
 DM5923
 DM5923                          STATION DESCRIPTION
 DM5923
 DM5923'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5923'THE MARK IS 10.25 MI (16.5 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM5923'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTHWEST PART OF
 DM5923'MARSHALL.
 DM5923' 
 DM5923'TO REACH THE GO 80.0 FT (24.4 M) EAST OF TRUNK HIGHWAY 59, AT TRUNK
 DM5923'HIGHWAY 59 MILE POINT 84.45.
 DM5923' 
 DM5923'IT IS 1213 FT (369.7 M) SOUTH OF NORTH LINE OF SECTION 16, 24 FT (7.3
 DM5923'M) NORTH OF EXTENDED DRIVEWAY 3779, 22 FT (6.7 M) NORTH OF A FIELD
 DM5923'ENTRANCE, 70.0 FT (21.3 M) NORTH OF POLE WITH GUY WIRE, 1.7 FT (0.5 M)
 DM5923'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5924 ***********************************************************************
 DM5924  DESIGNATION -  4209 U
 DM5924  PID         -  DM5924
 DM5924  STATE/COUNTY-  MN/LYON
 DM5924  COUNTRY     -  US
 DM5924  USGS QUAD   -  GREEN VALLEY (1967)
 DM5924
 DM5924                         *CURRENT SURVEY CONTROL
 DM5924  ______________________________________________________________________
 DM5924* NAD 83(1986) POSITION- 44 37 02.     (N) 095 48 30.     (W)   SCALED    
 DM5924* NAVD 88 ORTHO HEIGHT -   333.435  (meters)    1093.94  (feet) ADJUSTED  
 DM5924  ______________________________________________________________________
 DM5924  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DM5924  DYNAMIC HEIGHT  -        333.386 (meters)     1093.78  (feet) COMP
 DM5924  MODELED GRAVITY -    980,459.9   (mgal)                       NAVD 88
 DM5924
 DM5924  VERT ORDER      -  SECOND    CLASS I
 DM5924
 DM5924.The horizontal coordinates were scaled from a topographic map and have
 DM5924.an estimated accuracy of +/- 6 seconds.
 DM5924.
 DM5924.The orthometric height was determined by differential leveling and
 DM5924.adjusted in April 2012.
 DM5924
 DM5924.The dynamic height is computed by dividing the NAVD 88
 DM5924.geopotential number by the normal gravity value computed on the
 DM5924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5924.degrees latitude (g = 980.6199 gals.).
 DM5924
 DM5924.The modeled gravity was interpolated from observed gravity values.
 DM5924
 DM5924;                    North         East    Units  Estimated Accuracy
 DM5924;SPC MN S     -   281,280.      656,500.      MT  (+/- 180 meters Scaled)
 DM5924
 DM5924                          SUPERSEDED SURVEY CONTROL
 DM5924
 DM5924.No superseded survey control is available for this station.
 DM5924
 DM5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK771442(NAD 83)
 DM5924
 DM5924_MARKER: DB = BENCH MARK DISK
 DM5924_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DM5924_STAMPING: 4209 U 1963
 DM5924_MARK LOGO: MNHD  
 DM5924_PROJECTION: RECESSED 10 CENTIMETERS
 DM5924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM5924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5924+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2009
 DM5924
 DM5924  HISTORY     - Date     Condition        Report By
 DM5924  HISTORY     - 1963     MONUMENTED       MNHD
 DM5924  HISTORY     - 20090421 GOOD             MNDT
 DM5924
 DM5924                          STATION DESCRIPTION
 DM5924
 DM5924'DESCRIBED BY MN DEPT OF TRANSP 2009 (KMS)
 DM5924'THE MARK IS 11.5 MI (18.5 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE
 DM5924'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTHWEST PART OF
 DM5924'MARSHALL.
 DM5924' 
 DM5924'TO REACH THE MARK GO 72.5 FT (22.1 M) EAST OF TRUNK HIGHWAY 59 AT MILE
 DM5924'POINT 85.75.
 DM5924' 
 DM5924'IT IS 525 FT (160.0 M) NORTH OF THE SOUTH LINE OF SECTION 4, 254 FT
 DM5924'(77.4 M) NORTH OF A FIELD ENTRANCE, 123.0 FT (37.5 M) NORTH OF POLE
 DM5924'WITH GUY WIRE, 168.0 FT (51.2 M) SOUTH OF POLE, 0.1 MI (0.2 KM) NORTH
 DM5924'OF 390 ST AND COUNTY ROAD 10, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5836 ***********************************************************************
 DL5836  DESIGNATION -  4209 V
 DL5836  PID         -  DL5836
 DL5836  STATE/COUNTY-  MN/LYON
 DL5836  COUNTRY     -  US
 DL5836  USGS QUAD   -  MARSHALL (1994)
 DL5836
 DL5836                         *CURRENT SURVEY CONTROL
 DL5836  ______________________________________________________________________
 DL5836* NAD 83(2007) POSITION- 44 27 47.68042(N) 095 47 47.01315(W)   ADJUSTED  
 DL5836* NAD 83(2007) ELLIP HT-   324.130 (meters)        (11/04/09)   ADJUSTED
 DL5836* NAD 83(2007) EPOCH   -  2002.00
 DL5836* NAVD 88 ORTHO HEIGHT -   351.081  (meters)    1151.84  (feet) ADJUSTED  
 DL5836  ______________________________________________________________________
 DL5836  NAD 83(2007) X  -   -460,511.018 (meters)                     COMP
 DL5836  NAD 83(2007) Y  - -4,536,487.432 (meters)                     COMP
 DL5836  NAD 83(2007) Z  -  4,445,201.162 (meters)                     COMP
 DL5836  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC09
 DL5836  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DL5836  DYNAMIC HEIGHT  -        351.023 (meters)     1151.65  (feet) COMP
 DL5836  MODELED GRAVITY -    980,441.7   (mgal)                       NAVD 88
 DL5836
 DL5836  HORZ ORDER      -  FIRST
 DL5836  VERT ORDER      -  SECOND    CLASS I
 DL5836  ELLP ORDER      -  THIRD     CLASS I
 DL5836
 DL5836.The horizontal coordinates were established by GPS observations
 DL5836.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5836
 DL5836.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5836.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5836
 DL5836.The horizontal coordinates are valid at the epoch date displayed above
 DL5836.which is a decimal equivalence of Year/Month/Day.
 DL5836
 DL5836.The orthometric height was determined by differential leveling and
 DL5836.adjusted in February 2011.
 DL5836
 DL5836.No vertical observational check was made to the station.
 DL5836
 DL5836.Photographs are available for this station.
 DL5836
 DL5836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5836
 DL5836.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5836
 DL5836.The ellipsoidal height was determined by GPS observations
 DL5836.and is referenced to NAD 83.
 DL5836
 DL5836.The dynamic height is computed by dividing the NAVD 88
 DL5836.geopotential number by the normal gravity value computed on the
 DL5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5836.degrees latitude (g = 980.6199 gals.).
 DL5836
 DL5836.The modeled gravity was interpolated from observed gravity values.
 DL5836
 DL5836. The following values were computed from the NAD 83(2007) position.
 DL5836
 DL5836;                    North         East     Units Scale Factor Converg.
 DL5836;SPC MN S     -   264,153.583   657,066.581   MT  0.99992226   -1 15 32.9
 DL5836;SPC MN S     -   866,643.88  2,155,725.94   sFT  0.99992226   -1 15 32.9
 DL5836;UTM  15      - 4,927,130.377   277,551.689   MT  1.00020858   -1 57 34.3
 DL5836
 DL5836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5836!SPC MN S     -   0.99994918  x   0.99992226  =   0.99987144
 DL5836!UTM  15      -   0.99994918  x   1.00020858  =   1.00015775
 DL5836
 DL5836:                Primary Azimuth Mark                     Grid Az
 DL5836:SPC MN S     -  4209 W                                   358 43 28.6
 DL5836:UTM  15      -  4209 W                                   359 25 30.0
 DL5836
 DL5836|---------------------------------------------------------------------|
 DL5836| PID    Reference Object                     Distance      Geod. Az  |
 DL5836|                                                           dddmmss.s |
 DL5836| DM2950 4209 W                              APPROX. 1.0 KM 3572755.7 |
 DL5836|---------------------------------------------------------------------|
 DL5836
 DL5836                          SUPERSEDED SURVEY CONTROL
 DL5836
 DL5836  NAVD 88 (11/04/09)  351.08   (m)         1151.8    (f) LEVELING    3  
 DL5836
 DL5836.Superseded values are not recommended for survey control.
 DL5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5836.See file dsdata.txt to determine how the superseded data were derived.
 DL5836
 DL5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7755127130(NAD 83)
 DL5836
 DL5836_MARKER: DD = SURVEY DISK
 DL5836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5836_STAMPING: 4209 V 2006
 DL5836_MARK LOGO: MNDT  
 DL5836_PROJECTION: RECESSED 8 CENTIMETERS
 DL5836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5836+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 DL5836_ROD/PIPE-DEPTH:  6.1 meters
 DL5836
 DL5836  HISTORY     - Date     Condition        Report By
 DL5836  HISTORY     - 20061016 MONUMENTED       MNDT
 DL5836  HISTORY     - 20061011 GOOD             MNDT
 DL5836  HISTORY     - 20090414 GOOD             MNDT
 DL5836  HISTORY     - 20090421 GOOD             MNDT
 DL5836  HISTORY     - 20090518 GOOD             MNDT
 DL5836
 DL5836                          STATION DESCRIPTION
 DL5836
 DL5836'DESCRIBED BY MN DEPT OF TRANSP 2006 (DKH)
 DL5836'RECOVERED AS DESCRIBED.
 DL5836
 DL5836                          STATION RECOVERY (2009)
 DL5836
 DL5836'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5836'RECOVERED AS DESCRIBED.
 DL5836
 DL5836                          STATION RECOVERY (2009)
 DL5836
 DL5836'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DL5836'IN NORTH PART OF MARSHALL, 0.7 MILE NORTH ALONG TRUNK HIGHWAY 59 FROM
 DL5836'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN NORTH PART OF
 DL5836'MARSHALL, AT TRUNK HIGHWAY 59 MILEPOINT 74.9, 74.3 FEET EAST OF TRUNK
 DL5836'HIGHWAY 59, 68.6 FEET NORTH OF ENTRANCE TO D AND M IMPLEMENT, 6.7 FEET
 DL5836'SOUTH OF FIRE HYDRANT, 6.6 FEET NORTH-NORTHWEST OF POWER POLE, 6.5
 DL5836'FEET NORTH OF WITNESS POST.
 DL5836
 DL5836                          STATION RECOVERY (2009)
 DL5836
 DL5836'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (GJF)
 DL5836'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5836'THE MARK IS IN NORTH PART OF MARSHALL, 0.7 MILE NORTH ALONG TRUNK
 DL5836'HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 68 IN
 DL5836'NORTH PART OF MARSHALL, AT TRUNK HIGHWAY 59 MILEPOINT 74.9, 74.3 FEET
 DL5836'EAST OF TRUNK HIGHWAY 59, 68.6 FEET NORTH OF ENTRANCE TO D AND M
 DL5836'IMPLEMENT, 6.7 FEET SOUTH OF FIRE HYDRANT, 6.6 FEET NORTH-NORTHWEST OF
 DL5836'POWER POLE, 6.5 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2950 ***********************************************************************
 DM2950  DESIGNATION -  4209 W
 DM2950  PID         -  DM2950
 DM2950  STATE/COUNTY-  MN/LYON
 DM2950  COUNTRY     -  US
 DM2950  USGS QUAD   -  MARSHALL (1994)
 DM2950
 DM2950                         *CURRENT SURVEY CONTROL
 DM2950  ______________________________________________________________________
 DM2950* NAD 83(2007) POSITION- 44 28 20.28098(N) 095 47 49.02849(W)   ADJUSTED  
 DM2950* NAD 83(2007) ELLIP HT-   322.555 (meters)        (08/30/10)   ADJUSTED
 DM2950* NAD 83(2007) EPOCH   -  2002.00
 DM2950* NAVD 88 ORTHO HEIGHT -   349.511  (meters)    1146.69  (feet) ADJUSTED  
 DM2950  ______________________________________________________________________
 DM2950  NAD 83(2007) X  -   -460,484.027 (meters)                     COMP
 DM2950  NAD 83(2007) Y  - -4,535,780.474 (meters)                     COMP
 DM2950  NAD 83(2007) Z  -  4,445,918.224 (meters)                     COMP
 DM2950  LAPLACE CORR    -         -3.38  (seconds)                    DEFLEC09
 DM2950  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DM2950  DYNAMIC HEIGHT  -        349.453 (meters)     1146.50  (feet) COMP
 DM2950  MODELED GRAVITY -    980,442.5   (mgal)                       NAVD 88
 DM2950
 DM2950  HORZ ORDER      -  FIRST
 DM2950  VERT ORDER      -  SECOND    CLASS I
 DM2950  ELLP ORDER      -  THIRD     CLASS I
 DM2950
 DM2950.The horizontal coordinates were established by GPS observations
 DM2950.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2950
 DM2950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2950.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2950
 DM2950.The horizontal coordinates are valid at the epoch date displayed above
 DM2950.which is a decimal equivalence of Year/Month/Day.
 DM2950
 DM2950.The orthometric height was determined by differential leveling and
 DM2950.adjusted in April 2012.
 DM2950
 DM2950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2950
 DM2950.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2950
 DM2950.The ellipsoidal height was determined by GPS observations
 DM2950.and is referenced to NAD 83.
 DM2950
 DM2950.The dynamic height is computed by dividing the NAVD 88
 DM2950.geopotential number by the normal gravity value computed on the
 DM2950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2950.degrees latitude (g = 980.6199 gals.).
 DM2950
 DM2950.The modeled gravity was interpolated from observed gravity values.
 DM2950
 DM2950. The following values were computed from the NAD 83(2007) position.
 DM2950
 DM2950;                    North         East     Units Scale Factor Converg.
 DM2950;SPC MN S     -   265,160.524   657,044.163   MT  0.99992217   -1 15 34.3
 DM2950;SPC MN S     -   869,947.49  2,155,652.39   sFT  0.99992217   -1 15 34.3
 DM2950;UTM  15      - 4,928,137.805   277,541.581   MT  1.00020863   -1 57 36.9
 DM2950
 DM2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2950!SPC MN S     -   0.99994943  x   0.99992217  =   0.99987160
 DM2950!UTM  15      -   0.99994943  x   1.00020863  =   1.00015805
 DM2950
 DM2950:                Primary Azimuth Mark                     Grid Az
 DM2950:SPC MN S     -  4209 V                                   178 43 28.5
 DM2950:UTM  15      -  4209 V                                   179 25 31.1
 DM2950
 DM2950|---------------------------------------------------------------------|
 DM2950| PID    Reference Object                     Distance      Geod. Az  |
 DM2950|                                                           dddmmss.s |
 DM2950| DL5836 4209 V                              APPROX. 1.0 KM 1772754.2 |
 DM2950|---------------------------------------------------------------------|
 DM2950
 DM2950                          SUPERSEDED SURVEY CONTROL
 DM2950
 DM2950  NAVD 88 (08/30/10)  349.51   (m)         1146.7    (f) LEVELING    3  
 DM2950
 DM2950.Superseded values are not recommended for survey control.
 DM2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2950.See file dsdata.txt to determine how the superseded data were derived.
 DM2950
 DM2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7754128137(NAD 83)
 DM2950
 DM2950_MARKER: F = FLANGE-ENCASED ROD
 DM2950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2950_STAMPING: 4209 W 2009
 DM2950_MARK LOGO: MNDT  
 DM2950_PROJECTION: FLUSH
 DM2950_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2950+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2950_ROD/PIPE-DEPTH:  7.6 meters
 DM2950
 DM2950  HISTORY     - Date     Condition        Report By
 DM2950  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2950  HISTORY     - 2009     GOOD             MNDT
 DM2950
 DM2950                          STATION DESCRIPTION
 DM2950
 DM2950'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2950'THE MARK IS 3.0 MILES NORTHWEST OF MARSHALL, 1.35 MILES NORTH ALONG
 DM2950'TRUNK HIGHWAY 59 FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2950'HIGHWAY 68 IN NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2950'MILEPOINT 75.55, 70.2 FEET WEST OF TRUNK HIGHWAY 59, 34.0 FEET NORTH
 DM2950'OF 290TH STREET, 6.0 FEET EAST OF CABLE BOX NUMBER 1714, 1.9 FEET EAST
 DM2950'OF WITNESS POST.
 DM2950
 DM2950                          STATION RECOVERY (2009)
 DM2950
 DM2950'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2951 ***********************************************************************
 DM2951  DESIGNATION -  4209 X
 DM2951  PID         -  DM2951
 DM2951  STATE/COUNTY-  MN/LYON
 DM2951  COUNTRY     -  US
 DM2951  USGS QUAD   -  MARSHALL (1994)
 DM2951
 DM2951                         *CURRENT SURVEY CONTROL
 DM2951  ______________________________________________________________________
 DM2951* NAD 83(2007) POSITION- 44 29 35.75412(N) 095 47 47.05955(W)   ADJUSTED  
 DM2951* NAD 83(2007) ELLIP HT-   319.257 (meters)        (08/30/10)   ADJUSTED
 DM2951* NAD 83(2007) EPOCH   -  2002.00
 DM2951* NAVD 88 ORTHO HEIGHT -   346.233  (meters)    1135.93  (feet) ADJUSTED  
 DM2951  ______________________________________________________________________
 DM2951  NAD 83(2007) X  -   -460,275.625 (meters)                     COMP
 DM2951  NAD 83(2007) Y  - -4,534,158.427 (meters)                     COMP
 DM2951  NAD 83(2007) Z  -  4,447,578.104 (meters)                     COMP
 DM2951  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC09
 DM2951  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM2951  DYNAMIC HEIGHT  -        346.176 (meters)     1135.75  (feet) COMP
 DM2951  MODELED GRAVITY -    980,444.6   (mgal)                       NAVD 88
 DM2951
 DM2951  HORZ ORDER      -  FIRST
 DM2951  VERT ORDER      -  SECOND    CLASS I
 DM2951  ELLP ORDER      -  THIRD     CLASS I
 DM2951
 DM2951.The horizontal coordinates were established by GPS observations
 DM2951.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2951
 DM2951.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2951.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2951
 DM2951.The horizontal coordinates are valid at the epoch date displayed above
 DM2951.which is a decimal equivalence of Year/Month/Day.
 DM2951
 DM2951.The orthometric height was determined by differential leveling and
 DM2951.adjusted in April 2012.
 DM2951
 DM2951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2951
 DM2951.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2951
 DM2951.The ellipsoidal height was determined by GPS observations
 DM2951.and is referenced to NAD 83.
 DM2951
 DM2951.The dynamic height is computed by dividing the NAVD 88
 DM2951.geopotential number by the normal gravity value computed on the
 DM2951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2951.degrees latitude (g = 980.6199 gals.).
 DM2951
 DM2951.The modeled gravity was interpolated from observed gravity values.
 DM2951
 DM2951. The following values were computed from the NAD 83(2007) position.
 DM2951
 DM2951;                    North         East     Units Scale Factor Converg.
 DM2951;SPC MN S     -   267,488.463   657,138.855   MT  0.99992205   -1 15 32.9
 DM2951;SPC MN S     -   877,585.07  2,155,963.06   sFT  0.99992205   -1 15 32.9
 DM2951;UTM  15      - 4,930,465.077   277,664.786   MT  1.00020795   -1 57 38.1
 DM2951
 DM2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2951!SPC MN S     -   0.99994994  x   0.99992205  =   0.99987200
 DM2951!UTM  15      -   0.99994994  x   1.00020795  =   1.00015788
 DM2951
 DM2951:                Primary Azimuth Mark                     Grid Az
 DM2951:SPC MN S     -  4209 Y                                   000 41 16.6
 DM2951:UTM  15      -  4209 Y                                   001 23 21.8
 DM2951
 DM2951|---------------------------------------------------------------------|
 DM2951| PID    Reference Object                     Distance      Geod. Az  |
 DM2951|                                                           dddmmss.s |
 DM2951| DM2952 4209 Y                              APPROX. 0.9 KM 3592543.7 |
 DM2951| DM2953 4209 Z                              APPROX. 1.6 KM 3593005.1 |
 DM2951|---------------------------------------------------------------------|
 DM2951
 DM2951                          SUPERSEDED SURVEY CONTROL
 DM2951
 DM2951  NAVD 88 (08/30/10)  346.23   (m)         1135.9    (f) LEVELING    3  
 DM2951
 DM2951.Superseded values are not recommended for survey control.
 DM2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2951.See file dsdata.txt to determine how the superseded data were derived.
 DM2951
 DM2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7766430465(NAD 83)
 DM2951
 DM2951_MARKER: F = FLANGE-ENCASED ROD
 DM2951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2951_STAMPING: 4209 X 2009
 DM2951_MARK LOGO: MNDT  
 DM2951_PROJECTION: RECESSED 5 CENTIMETERS
 DM2951_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2951+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2951_ROD/PIPE-DEPTH:  9.1 meters
 DM2951
 DM2951  HISTORY     - Date     Condition        Report By
 DM2951  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2951  HISTORY     - 2009     GOOD             MNDT
 DM2951
 DM2951                          STATION DESCRIPTION
 DM2951
 DM2951'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2951'THE MARK IS 4.45 MILES NORTHWEST OF MARSHALL, 2.75 MILES NORTH ALONG
 DM2951'TRUNK HIGHWAY 59 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2951'HIGHWAY 68 IN THE NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2951'MILEPOINT 77.0, 71.8 FEET EAST OF TRUNK HIGHWAY 59, 102.4 FEET NORTH
 DM2951'OF FIELD ENTRANCE, 48.2 FEET EAST OF MILEPOST 77.0.
 DM2951
 DM2951                          STATION RECOVERY (2009)
 DM2951
 DM2951'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2951'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2952 ***********************************************************************
 DM2952  DESIGNATION -  4209 Y
 DM2952  PID         -  DM2952
 DM2952  STATE/COUNTY-  MN/LYON
 DM2952  COUNTRY     -  US
 DM2952  USGS QUAD   -  GREEN VALLEY (1967)
 DM2952
 DM2952                         *CURRENT SURVEY CONTROL
 DM2952  ______________________________________________________________________
 DM2952* NAD 83(2007) POSITION- 44 30 05.06886(N) 095 47 47.46792(W)   ADJUSTED  
 DM2952* NAD 83(2007) ELLIP HT-   316.876 (meters)        (08/30/10)   ADJUSTED
 DM2952* NAD 83(2007) EPOCH   -  2002.00
 DM2952* NAVD 88 ORTHO HEIGHT -   343.860  (meters)    1128.15  (feet) ADJUSTED  
 DM2952  ______________________________________________________________________
 DM2952  NAD 83(2007) X  -   -460,220.375 (meters)                     COMP
 DM2952  NAD 83(2007) Y  - -4,533,524.839 (meters)                     COMP
 DM2952  NAD 83(2007) Z  -  4,448,221.891 (meters)                     COMP
 DM2952  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 DM2952  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM2952  DYNAMIC HEIGHT  -        343.803 (meters)     1127.96  (feet) COMP
 DM2952  MODELED GRAVITY -    980,443.1   (mgal)                       NAVD 88
 DM2952
 DM2952  HORZ ORDER      -  FIRST
 DM2952  VERT ORDER      -  SECOND    CLASS I
 DM2952  ELLP ORDER      -  THIRD     CLASS I
 DM2952
 DM2952.The horizontal coordinates were established by GPS observations
 DM2952.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2952
 DM2952.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2952.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2952
 DM2952.The horizontal coordinates are valid at the epoch date displayed above
 DM2952.which is a decimal equivalence of Year/Month/Day.
 DM2952
 DM2952.The orthometric height was determined by differential leveling and
 DM2952.adjusted in April 2012.
 DM2952
 DM2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2952
 DM2952.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2952
 DM2952.The ellipsoidal height was determined by GPS observations
 DM2952.and is referenced to NAD 83.
 DM2952
 DM2952.The dynamic height is computed by dividing the NAVD 88
 DM2952.geopotential number by the normal gravity value computed on the
 DM2952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2952.degrees latitude (g = 980.6199 gals.).
 DM2952
 DM2952.The modeled gravity was interpolated from observed gravity values.
 DM2952
 DM2952. The following values were computed from the NAD 83(2007) position.
 DM2952
 DM2952;                    North         East     Units Scale Factor Converg.
 DM2952;SPC MN S     -   268,393.236   657,149.719   MT  0.99992204   -1 15 33.2
 DM2952;SPC MN S     -   880,553.48  2,155,998.70   sFT  0.99992204   -1 15 33.2
 DM2952;UTM  15      - 4,931,369.909   277,686.734   MT  1.00020783   -1 57 39.4
 DM2952
 DM2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2952!SPC MN S     -   0.99995032  x   0.99992204  =   0.99987236
 DM2952!UTM  15      -   0.99995032  x   1.00020783  =   1.00015814
 DM2952
 DM2952:                Primary Azimuth Mark                     Grid Az
 DM2952:SPC MN S     -  4209 X                                   180 41 16.6
 DM2952:UTM  15      -  4209 X                                   181 23 22.8
 DM2952
 DM2952|---------------------------------------------------------------------|
 DM2952| PID    Reference Object                     Distance      Geod. Az  |
 DM2952|                                                           dddmmss.s |
 DM2952| DM2951 4209 X                              APPROX. 0.9 KM 1792543.4 |
 DM2952| DM2953 4209 Z                              APPROX. 0.7 KM 3593538.8 |
 DM2952|---------------------------------------------------------------------|
 DM2952
 DM2952                          SUPERSEDED SURVEY CONTROL
 DM2952
 DM2952  NAVD 88 (08/30/10)  343.86   (m)         1128.1    (f) LEVELING    3  
 DM2952
 DM2952.Superseded values are not recommended for survey control.
 DM2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2952.See file dsdata.txt to determine how the superseded data were derived.
 DM2952
 DM2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7768631369(NAD 83)
 DM2952
 DM2952_MARKER: F = FLANGE-ENCASED ROD
 DM2952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2952_STAMPING: 4209 Y 2009
 DM2952_MARK LOGO: MNDT  
 DM2952_PROJECTION: RECESSED 5 CENTIMETERS
 DM2952_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2952+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2952_ROD/PIPE-DEPTH: 10.7 meters
 DM2952
 DM2952  HISTORY     - Date     Condition        Report By
 DM2952  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2952  HISTORY     - 2009     GOOD             MNDT
 DM2952
 DM2952                          STATION DESCRIPTION
 DM2952
 DM2952'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2952'THE MARK IS 5.0 MILES NORTHWEST OF MARSHALL, 3.35 MILES NORTH ALONG
 DM2952'TRUNK HIGHWAY 59 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2952'HIGHWAY 68 IN THE NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2952'MILEPOINT 77.55, 69.8 FEET EAST OF TRUNK HIGHWAY 59, 35.3 FEET NORTH
 DM2952'OF 310 STREET EXTENDED, 3.5 FEET WEST OF CABLE BOX NUMBER 1130.
 DM2952
 DM2952                          STATION RECOVERY (2009)
 DM2952
 DM2952'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2953 ***********************************************************************
 DM2953  DESIGNATION -  4209 Z
 DM2953  PID         -  DM2953
 DM2953  STATE/COUNTY-  MN/LYON
 DM2953  COUNTRY     -  US
 DM2953  USGS QUAD   -  GREEN VALLEY (1967)
 DM2953
 DM2953                         *CURRENT SURVEY CONTROL
 DM2953  ______________________________________________________________________
 DM2953* NAD 83(2007) POSITION- 44 30 28.01064(N) 095 47 47.69503(W)   ADJUSTED  
 DM2953* NAD 83(2007) ELLIP HT-   316.866 (meters)        (08/30/10)   ADJUSTED
 DM2953* NAD 83(2007) EPOCH   -  2002.00
 DM2953* NAVD 88 ORTHO HEIGHT -   343.854  (meters)    1128.13  (feet) ADJUSTED  
 DM2953  ______________________________________________________________________
 DM2953  NAD 83(2007) X  -   -460,175.230 (meters)                     COMP
 DM2953  NAD 83(2007) Y  - -4,533,030.450 (meters)                     COMP
 DM2953  NAD 83(2007) Z  -  4,448,726.958 (meters)                     COMP
 DM2953  LAPLACE CORR    -         -3.58  (seconds)                    DEFLEC09
 DM2953  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM2953  DYNAMIC HEIGHT  -        343.797 (meters)     1127.94  (feet) COMP
 DM2953  MODELED GRAVITY -    980,443.3   (mgal)                       NAVD 88
 DM2953
 DM2953  HORZ ORDER      -  FIRST
 DM2953  VERT ORDER      -  SECOND    CLASS I
 DM2953  ELLP ORDER      -  THIRD     CLASS I
 DM2953
 DM2953.The horizontal coordinates were established by GPS observations
 DM2953.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2953
 DM2953.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2953.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2953
 DM2953.The horizontal coordinates are valid at the epoch date displayed above
 DM2953.which is a decimal equivalence of Year/Month/Day.
 DM2953
 DM2953.The orthometric height was determined by differential leveling and
 DM2953.adjusted in April 2012.
 DM2953
 DM2953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2953
 DM2953.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2953
 DM2953.The ellipsoidal height was determined by GPS observations
 DM2953.and is referenced to NAD 83.
 DM2953
 DM2953.The dynamic height is computed by dividing the NAVD 88
 DM2953.geopotential number by the normal gravity value computed on the
 DM2953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2953.degrees latitude (g = 980.6199 gals.).
 DM2953
 DM2953.The modeled gravity was interpolated from observed gravity values.
 DM2953
 DM2953. The following values were computed from the NAD 83(2007) position.
 DM2953
 DM2953;                    North         East     Units Scale Factor Converg.
 DM2953;SPC MN S     -   269,101.270   657,160.265   MT  0.99992205   -1 15 33.4
 DM2953;SPC MN S     -   882,876.42  2,156,033.30   sFT  0.99992205   -1 15 33.4
 DM2953;UTM  15      - 4,932,077.962   277,705.958   MT  1.00020773   -1 57 40.4
 DM2953
 DM2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2953!SPC MN S     -   0.99995032  x   0.99992205  =   0.99987237
 DM2953!UTM  15      -   0.99995032  x   1.00020773  =   1.00015804
 DM2953
 DM2953:                Primary Azimuth Mark                     Grid Az
 DM2953:SPC MN S     -  4209 X                                   180 45 38.0
 DM2953:UTM  15      -  4209 X                                   181 27 45.0
 DM2953
 DM2953|---------------------------------------------------------------------|
 DM2953| PID    Reference Object                     Distance      Geod. Az  |
 DM2953|                                                           dddmmss.s |
 DM2953| DM2951 4209 X                              APPROX. 1.6 KM 1793004.6 |
 DM2953|---------------------------------------------------------------------|
 DM2953
 DM2953                          SUPERSEDED SURVEY CONTROL
 DM2953
 DM2953  NAVD 88 (08/30/10)  343.85   (m)         1128.1    (f) LEVELING    3  
 DM2953
 DM2953.Superseded values are not recommended for survey control.
 DM2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM2953.See file dsdata.txt to determine how the superseded data were derived.
 DM2953
 DM2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7770532077(NAD 83)
 DM2953
 DM2953_MARKER: F = FLANGE-ENCASED ROD
 DM2953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM2953_STAMPING: 4209 Z 2009
 DM2953_MARK LOGO: MNDT  
 DM2953_PROJECTION: RECESSED 5 CENTIMETERS
 DM2953_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM2953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2953+SATELLITE: SATELLITE OBSERVATIONS - 2009
 DM2953_ROD/PIPE-DEPTH:  3.7 meters
 DM2953
 DM2953  HISTORY     - Date     Condition        Report By
 DM2953  HISTORY     - 20090517 MONUMENTED       MNDT
 DM2953  HISTORY     - 2009     GOOD             MNDT
 DM2953
 DM2953                          STATION DESCRIPTION
 DM2953
 DM2953'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM2953'THE MARK IS 5.45 MILES NORTHWEST OF MARSHALL, 3.75 MILES NORTH ALONG
 DM2953'TRUNK HIGHWAY 59 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DM2953'HIGHWAY 68 IN THE NORTHWEST PART OF MARSHALL, AT TRUNK HIGHWAY 59
 DM2953'MILEPOINT 78.0, 74.60 FEET EAST OF TRUNK HIGHWAY 59, 50.41 FEET EAST
 DM2953'OF MILEPOST 78, 60.9 FEET NORTH OF FIELD ENTRANCE.
 DM2953
 DM2953                          STATION RECOVERY (2009)
 DM2953
 DM2953'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DM2953'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5951 ***********************************************************************
 DM5951  DESIGNATION -  4210 A
 DM5951  PID         -  DM5951
 DM5951  STATE/COUNTY-  MN/LYON
 DM5951  COUNTRY     -  US
 DM5951  USGS QUAD   -  MINNEOTA (1967)
 DM5951
 DM5951                         *CURRENT SURVEY CONTROL
 DM5951  ______________________________________________________________________
 DM5951* NAD 83(1986) POSITION- 44 33 13.     (N) 095 58 31.     (W)   SCALED    
 DM5951* NAVD 88 ORTHO HEIGHT -   355.144  (meters)    1165.17  (feet) ADJUSTED  
 DM5951  ______________________________________________________________________
 DM5951  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DM5951  DYNAMIC HEIGHT  -        355.088 (meters)     1164.98  (feet) COMP
 DM5951  MODELED GRAVITY -    980,449.4   (mgal)                       NAVD 88
 DM5951
 DM5951  VERT ORDER      -  SECOND    CLASS I
 DM5951
 DM5951.The horizontal coordinates were scaled from a topographic map and have
 DM5951.an estimated accuracy of +/- 6 seconds.
 DM5951.
 DM5951.The orthometric height was determined by differential leveling and
 DM5951.adjusted in April 2012.
 DM5951
 DM5951.The dynamic height is computed by dividing the NAVD 88
 DM5951.geopotential number by the normal gravity value computed on the
 DM5951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5951.degrees latitude (g = 980.6199 gals.).
 DM5951
 DM5951.The modeled gravity was interpolated from observed gravity values.
 DM5951
 DM5951;                    North         East    Units  Estimated Accuracy
 DM5951;SPC MN S     -   274,520.      643,080.      MT  (+/- 180 meters Scaled)
 DM5951
 DM5951                          SUPERSEDED SURVEY CONTROL
 DM5951
 DM5951.No superseded survey control is available for this station.
 DM5951
 DM5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK636376(NAD 83)
 DM5951
 DM5951_MARKER: DB = BENCH MARK DISK
 DM5951_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5951_SP_SET: BOX CULVERT HEADWALL
 DM5951_STAMPING: 4210 A 1947
 DM5951_MARK LOGO: MNHD  
 DM5951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5951+STABILITY: SURFACE MOTION
 DM5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5951+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM5951
 DM5951  HISTORY     - Date     Condition        Report By
 DM5951  HISTORY     - 1947     MONUMENTED       MNHD
 DM5951  HISTORY     - 20090414 GOOD             MNDT
 DM5951
 DM5951                          STATION DESCRIPTION
 DM5951
 DM5951'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5951'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) WEST OF GREEN VALLEY,
 DM5951'10.4 MI (16.7 KM) SOUTHWEST OF NORMANIA AND 5.2 MI (8.4 KM)
 DM5951'EAST-SOUTHEAST OF TAUNTON.
 DM5951' 
 DM5951'THE MARK IS 0.6 MI (1.0 KM) SOUTHEAST ON TRUNK HIGHWAY 68 FROM THE
 DM5951'JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 10 AT MINNEOTA, AT TRUNK
 DM5951'HIGHWAY 68 STATION 359+32, AT TRUNK HIGHWAY 68 MILE POINT 27.40, IN
 DM5951'HEADWALL OF TRUNK HIGHWAY 68 BOX CULVERT.
 DM5951' 
 DM5951'IT IS 23 FT (7.0 M) LEFT OF TRUNK HIGHWAY 68.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5837 ***********************************************************************
 DL5837  DESIGNATION -  4210 AA
 DL5837  PID         -  DL5837
 DL5837  STATE/COUNTY-  MN/LYON
 DL5837  COUNTRY     -  US
 DL5837  USGS QUAD   -  MINNEOTA (1967)
 DL5837
 DL5837                         *CURRENT SURVEY CONTROL
 DL5837  ______________________________________________________________________
 DL5837* NAD 83(2007) POSITION- 44 33 04.38101(N) 095 58 14.10110(W)   ADJUSTED  
 DL5837* NAD 83(2007) ELLIP HT-   330.807 (meters)        (11/04/09)   ADJUSTED
 DL5837* NAD 83(2007) EPOCH   -  2002.00
 DL5837* NAVD 88 ORTHO HEIGHT -   357.484  (meters)    1172.85  (feet) ADJUSTED  
 DL5837  ______________________________________________________________________
 DL5837  NAD 83(2007) X  -   -473,588.385 (meters)                     COMP
 DL5837  NAD 83(2007) Y  - -4,528,255.234 (meters)                     COMP
 DL5837  NAD 83(2007) Z  -  4,452,177.845 (meters)                     COMP
 DL5837  LAPLACE CORR    -         -4.52  (seconds)                    DEFLEC09
 DL5837  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DL5837  DYNAMIC HEIGHT  -        357.427 (meters)     1172.66  (feet) COMP
 DL5837  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 DL5837
 DL5837  HORZ ORDER      -  FIRST
 DL5837  VERT ORDER      -  SECOND    CLASS I
 DL5837  ELLP ORDER      -  THIRD     CLASS I
 DL5837
 DL5837.The horizontal coordinates were established by GPS observations
 DL5837.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5837
 DL5837.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5837.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5837
 DL5837.The horizontal coordinates are valid at the epoch date displayed above
 DL5837.which is a decimal equivalence of Year/Month/Day.
 DL5837
 DL5837.The orthometric height was determined by differential leveling and
 DL5837.adjusted in April 2012.
 DL5837
 DL5837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5837
 DL5837.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5837
 DL5837.The ellipsoidal height was determined by GPS observations
 DL5837.and is referenced to NAD 83.
 DL5837
 DL5837.The dynamic height is computed by dividing the NAVD 88
 DL5837.geopotential number by the normal gravity value computed on the
 DL5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5837.degrees latitude (g = 980.6199 gals.).
 DL5837
 DL5837.The modeled gravity was interpolated from observed gravity values.
 DL5837
 DL5837. The following values were computed from the NAD 83(2007) position.
 DL5837
 DL5837;                    North         East     Units Scale Factor Converg.
 DL5837;SPC MN S     -   274,245.013   643,444.921   MT  0.99992241   -1 22 52.5
 DL5837;SPC MN S     -   899,752.18  2,111,035.54   sFT  0.99992241   -1 22 52.5
 DL5837;UTM  15      - 4,937,391.273   264,050.321   MT  1.00028469   -2 05 05.9
 DL5837;UTM  14      - 4,937,563.087   740,622.759   MT  1.00031208   +2 07 34.7
 DL5837
 DL5837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5837!SPC MN S     -   0.99994813  x   0.99992241  =   0.99987055
 DL5837!UTM  15      -   0.99994813  x   1.00028469  =   1.00023281
 DL5837!UTM  14      -   0.99994813  x   1.00031208  =   1.00026020
 DL5837
 DL5837:                Primary Azimuth Mark                     Grid Az
 DL5837:SPC MN S     -  4210 Z                                   305 00 35.0
 DL5837:UTM  15      -  4210 Z                                   305 42 48.4
 DL5837:UTM  14      -  4210 Z                                   301 30 07.8
 DL5837
 DL5837|---------------------------------------------------------------------|
 DL5837| PID    Reference Object                     Distance      Geod. Az  |
 DL5837|                                                           dddmmss.s |
 DL5837| DL5858 4210 Z                              APPROX. 1.0 KM 3033742.5 |
 DL5837|---------------------------------------------------------------------|
 DL5837
 DL5837                          SUPERSEDED SURVEY CONTROL
 DL5837
 DL5837  NAVD 88 (11/04/09)  357.48   (m)         1172.8    (f) LEVELING    3  
 DL5837
 DL5837.Superseded values are not recommended for survey control.
 DL5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5837.See file dsdata.txt to determine how the superseded data were derived.
 DL5837
 DL5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6405037391(NAD 83)
 DL5837
 DL5837_MARKER: F = FLANGE-ENCASED ROD
 DL5837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5837_STAMPING: 4210 AA 2009
 DL5837_MARK LOGO: MNDT  
 DL5837_PROJECTION: FLUSH
 DL5837_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5837+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5837_ROD/PIPE-DEPTH:  4.6 meters
 DL5837
 DL5837  HISTORY     - Date     Condition        Report By
 DL5837  HISTORY     - 2009     MONUMENTED       MNDT
 DL5837  HISTORY     - 20090604 GOOD             MNDT
 DL5837
 DL5837                          STATION DESCRIPTION
 DL5837
 DL5837'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5837'1.0 MILES SOUTHEAST OF MINNEOTA, 1.10 MILES SOUTHEAST ALONG TH 68 FROM
 DL5837'JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 3 IN MINNEOTA, AT TRUNK
 DL5837'HIGHWAY 68 MILEPOST 27.65, 82.0 FEET NORTHEAST OF TRUNK HIGHWAY 68,
 DL5837'67.2 FEET SOUTHEAST OF GOLF COURSE ROAD (160TH AVENUE), 7.7 FEET NORTH
 DL5837'OF ELECTRIC CABINET, 1.1 FEET SOUTHWEST OF WITNESS POST.
 DL5837
 DL5837                          STATION RECOVERY (2009)
 DL5837
 DL5837'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5837'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5838 ***********************************************************************
 DL5838  DESIGNATION -  4210 AB
 DL5838  PID         -  DL5838
 DL5838  STATE/COUNTY-  MN/LYON
 DL5838  COUNTRY     -  US
 DL5838  USGS QUAD   -  MINNEOTA (1967)
 DL5838
 DL5838                         *CURRENT SURVEY CONTROL
 DL5838  ______________________________________________________________________
 DL5838* NAD 83(2007) POSITION- 44 32 05.79894(N) 095 56 18.73118(W)   ADJUSTED  
 DL5838* NAD 83(2007) ELLIP HT-   327.067 (meters)        (11/04/09)   ADJUSTED
 DL5838* NAD 83(2007) EPOCH   -  2002.00
 DL5838* NAVD 88 ORTHO HEIGHT -   353.811  (meters)    1160.79  (feet) ADJUSTED  
 DL5838  ______________________________________________________________________
 DL5838  NAD 83(2007) X  -   -471,186.489 (meters)                     COMP
 DL5838  NAD 83(2007) Y  - -4,529,778.434 (meters)                     COMP
 DL5838  NAD 83(2007) Z  -  4,450,886.352 (meters)                     COMP
 DL5838  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC09
 DL5838  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 DL5838  DYNAMIC HEIGHT  -        353.753 (meters)     1160.60  (feet) COMP
 DL5838  MODELED GRAVITY -    980,444.5   (mgal)                       NAVD 88
 DL5838
 DL5838  HORZ ORDER      -  FIRST
 DL5838  VERT ORDER      -  SECOND    CLASS I
 DL5838  ELLP ORDER      -  THIRD     CLASS I
 DL5838
 DL5838.The horizontal coordinates were established by GPS observations
 DL5838.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5838
 DL5838.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5838.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5838
 DL5838.The horizontal coordinates are valid at the epoch date displayed above
 DL5838.which is a decimal equivalence of Year/Month/Day.
 DL5838
 DL5838.The orthometric height was determined by differential leveling and
 DL5838.adjusted in April 2012.
 DL5838
 DL5838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5838
 DL5838.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5838
 DL5838.The ellipsoidal height was determined by GPS observations
 DL5838.and is referenced to NAD 83.
 DL5838
 DL5838.The dynamic height is computed by dividing the NAVD 88
 DL5838.geopotential number by the normal gravity value computed on the
 DL5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5838.degrees latitude (g = 980.6199 gals.).
 DL5838
 DL5838.The modeled gravity was interpolated from observed gravity values.
 DL5838
 DL5838. The following values were computed from the NAD 83(2007) position.
 DL5838
 DL5838;                    North         East     Units Scale Factor Converg.
 DL5838;SPC MN S     -   272,376.504   645,947.587   MT  0.99992221   -1 21 31.6
 DL5838;SPC MN S     -   893,621.91  2,119,246.38   sFT  0.99992221   -1 21 31.6
 DL5838;UTM  15      - 4,935,491.507   266,530.740   MT  1.00027037   -2 03 42.7
 DL5838;UTM  14      - 4,935,850.497   743,236.082   MT  1.00032764   +2 08 53.5
 DL5838
 DL5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5838!SPC MN S     -   0.99994872  x   0.99992221  =   0.99987093
 DL5838!UTM  15      -   0.99994872  x   1.00027037  =   1.00021908
 DL5838!UTM  14      -   0.99994872  x   1.00032764  =   1.00027634
 DL5838
 DL5838:                Primary Azimuth Mark                     Grid Az
 DL5838:SPC MN S     -  4210 AC                                  121 36 53.2
 DL5838:UTM  15      -  4210 AC                                  122 19 04.3
 DL5838:UTM  14      -  4210 AC                                  118 06 28.1
 DL5838
 DL5838|---------------------------------------------------------------------|
 DL5838| PID    Reference Object                     Distance      Geod. Az  |
 DL5838|                                                           dddmmss.s |
 DL5838| DL5839 4210 AC                             APPROX. 0.9 KM 1201521.6 |
 DL5838|---------------------------------------------------------------------|
 DL5838
 DL5838                          SUPERSEDED SURVEY CONTROL
 DL5838
 DL5838  NAVD 88 (11/04/09)  353.81   (m)         1160.8    (f) LEVELING    3  
 DL5838
 DL5838.Superseded values are not recommended for survey control.
 DL5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5838.See file dsdata.txt to determine how the superseded data were derived.
 DL5838
 DL5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6653035491(NAD 83)
 DL5838
 DL5838_MARKER: F = FLANGE-ENCASED ROD
 DL5838_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5838_STAMPING: 4210 AB 2009
 DL5838_MARK LOGO: MNDT  
 DL5838_PROJECTION: FLUSH
 DL5838_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5838+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5838_ROD/PIPE-DEPTH:  6.1 meters
 DL5838
 DL5838  HISTORY     - Date     Condition        Report By
 DL5838  HISTORY     - 2009     MONUMENTED       MNDT
 DL5838  HISTORY     - 20090604 GOOD             MNDT
 DL5838
 DL5838                          STATION DESCRIPTION
 DL5838
 DL5838'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5838'4 MILES NORTHWEST OF GHENT, 3.5 MILES NORTHWEST ALONG TRUNK HIGHWAY 68
 DL5838'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 8 IN
 DL5838'GHENT, AT TRUNK HIGHWAY 68 MILEPOINT 29.60, 113.4 FEET SOUTHWEST OF
 DL5838'TRUNK HIGHWAY 68, 74.0 FEET SOUTH OF POWER POLE, 30.7 FEET EAST OF
 DL5838'180TH AVENUE, 15.5 FEET SOUTH OF FIELD ENTRANCE, 2.1 FEET EAST OF
 DL5838'WITNESS POST.
 DL5838
 DL5838                          STATION RECOVERY (2009)
 DL5838
 DL5838'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5838'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5839 ***********************************************************************
 DL5839  DESIGNATION -  4210 AC
 DL5839  PID         -  DL5839
 DL5839  STATE/COUNTY-  MN/LYON
 DL5839  COUNTRY     -  US
 DL5839  USGS QUAD   -  MINNEOTA (1967)
 DL5839
 DL5839                         *CURRENT SURVEY CONTROL
 DL5839  ______________________________________________________________________
 DL5839* NAD 83(2007) POSITION- 44 31 51.23118(N) 095 55 43.82174(W)   ADJUSTED  
 DL5839* NAD 83(2007) ELLIP HT-   327.844 (meters)        (11/04/09)   ADJUSTED
 DL5839* NAD 83(2007) EPOCH   -  2002.00
 DL5839* NAVD 88 ORTHO HEIGHT -   354.601  (meters)    1163.39  (feet) ADJUSTED  
 DL5839  ______________________________________________________________________
 DL5839  NAD 83(2007) X  -   -470,452.470 (meters)                     COMP
 DL5839  NAD 83(2007) Y  - -4,530,172.357 (meters)                     COMP
 DL5839  NAD 83(2007) Z  -  4,450,566.335 (meters)                     COMP
 DL5839  LAPLACE CORR    -         -4.36  (seconds)                    DEFLEC09
 DL5839  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DL5839  DYNAMIC HEIGHT  -        354.542 (meters)     1163.19  (feet) COMP
 DL5839  MODELED GRAVITY -    980,443.7   (mgal)                       NAVD 88
 DL5839
 DL5839  HORZ ORDER      -  FIRST
 DL5839  VERT ORDER      -  SECOND    CLASS I
 DL5839  ELLP ORDER      -  THIRD     CLASS I
 DL5839
 DL5839.The horizontal coordinates were established by GPS observations
 DL5839.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5839
 DL5839.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5839.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5839
 DL5839.The horizontal coordinates are valid at the epoch date displayed above
 DL5839.which is a decimal equivalence of Year/Month/Day.
 DL5839
 DL5839.The orthometric height was determined by differential leveling and
 DL5839.adjusted in April 2012.
 DL5839
 DL5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5839
 DL5839.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5839
 DL5839.The ellipsoidal height was determined by GPS observations
 DL5839.and is referenced to NAD 83.
 DL5839
 DL5839.The dynamic height is computed by dividing the NAVD 88
 DL5839.geopotential number by the normal gravity value computed on the
 DL5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5839.degrees latitude (g = 980.6199 gals.).
 DL5839
 DL5839.The modeled gravity was interpolated from observed gravity values.
 DL5839
 DL5839. The following values were computed from the NAD 83(2007) position.
 DL5839
 DL5839;                    North         East     Units Scale Factor Converg.
 DL5839;SPC MN S     -   271,908.766   646,707.445   MT  0.99992217   -1 21 07.1
 DL5839;SPC MN S     -   892,087.34  2,121,739.34   sFT  0.99992217   -1 21 07.1
 DL5839;UTM  15      - 4,935,014.316   267,285.064   MT  1.00026604   -2 03 17.6
 DL5839;UTM  14      - 4,935,429.943   744,023.449   MT  1.00033235   +2 09 17.4
 DL5839
 DL5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5839!SPC MN S     -   0.99994860  x   0.99992217  =   0.99987077
 DL5839!UTM  15      -   0.99994860  x   1.00026604  =   1.00021462
 DL5839!UTM  14      -   0.99994860  x   1.00033235  =   1.00028093
 DL5839
 DL5839:                Primary Azimuth Mark                     Grid Az
 DL5839:SPC MN S     -  4210 AB                                  301 36 53.2
 DL5839:UTM  15      -  4210 AB                                  302 19 03.7
 DL5839:UTM  14      -  4210 AB                                  298 06 28.7
 DL5839
 DL5839|---------------------------------------------------------------------|
 DL5839| PID    Reference Object                     Distance      Geod. Az  |
 DL5839|                                                           dddmmss.s |
 DL5839| DL5838 4210 AB                             APPROX. 0.9 KM 3001546.1 |
 DL5839|---------------------------------------------------------------------|
 DL5839
 DL5839                          SUPERSEDED SURVEY CONTROL
 DL5839
 DL5839  NAVD 88 (11/04/09)  354.60   (m)         1163.4    (f) LEVELING    3  
 DL5839
 DL5839.Superseded values are not recommended for survey control.
 DL5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5839.See file dsdata.txt to determine how the superseded data were derived.
 DL5839
 DL5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6728535014(NAD 83)
 DL5839
 DL5839_MARKER: F = FLANGE-ENCASED ROD
 DL5839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5839_STAMPING: 4210 AC 2009
 DL5839_MARK LOGO: MNDT  
 DL5839_PROJECTION: FLUSH
 DL5839_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5839+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5839_ROD/PIPE-DEPTH:  4.6 meters
 DL5839
 DL5839  HISTORY     - Date     Condition        Report By
 DL5839  HISTORY     - 2009     MONUMENTED       MNDT
 DL5839  HISTORY     - 20090604 GOOD             MNDT
 DL5839
 DL5839                          STATION DESCRIPTION
 DL5839
 DL5839'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5839'2.0 MILES NORTHWEST OF GHENT, 1.8 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DL5839'68 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 8 IN
 DL5839'GHENT, AT TRUNK HIGHWAY 68 MILEPOINT 30.15, 94.0 FEET NORTHEAST OF
 DL5839'TRUNK HIGHWAY 68, 63.0 FEET NORTHWEST OF 330TH STREET, 45.0 FEET
 DL5839'NORTHEAST OF STREET SIGN POST, 13.5 FEET NORTHEAST OF GRAVEL ROAD.
 DL5839
 DL5839                          STATION RECOVERY (2009)
 DL5839
 DL5839'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5839'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5840 ***********************************************************************
 DL5840  DESIGNATION -  4210 AD
 DL5840  PID         -  DL5840
 DL5840  STATE/COUNTY-  MN/LYON
 DL5840  COUNTRY     -  US
 DL5840  USGS QUAD   -  MINNEOTA (1967)
 DL5840
 DL5840                         *CURRENT SURVEY CONTROL
 DL5840  ______________________________________________________________________
 DL5840* NAD 83(2007) POSITION- 44 31 29.93981(N) 095 55 06.07931(W)   ADJUSTED  
 DL5840* NAD 83(2007) ELLIP HT-   328.277 (meters)        (11/04/09)   ADJUSTED
 DL5840* NAD 83(2007) EPOCH   -  2002.00
 DL5840* NAVD 88 ORTHO HEIGHT -   355.058  (meters)    1164.89  (feet) ADJUSTED  
 DL5840  ______________________________________________________________________
 DL5840  NAD 83(2007) X  -   -469,671.084 (meters)                     COMP
 DL5840  NAD 83(2007) Y  - -4,530,717.111 (meters)                     COMP
 DL5840  NAD 83(2007) Z  -  4,450,098.085 (meters)                     COMP
 DL5840  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC09
 DL5840  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 DL5840  DYNAMIC HEIGHT  -        354.999 (meters)     1164.69  (feet) COMP
 DL5840  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 DL5840
 DL5840  HORZ ORDER      -  FIRST
 DL5840  VERT ORDER      -  SECOND    CLASS I
 DL5840  ELLP ORDER      -  THIRD     CLASS I
 DL5840
 DL5840.The horizontal coordinates were established by GPS observations
 DL5840.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5840
 DL5840.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5840.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5840
 DL5840.The horizontal coordinates are valid at the epoch date displayed above
 DL5840.which is a decimal equivalence of Year/Month/Day.
 DL5840
 DL5840.The orthometric height was determined by differential leveling and
 DL5840.adjusted in April 2012.
 DL5840
 DL5840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5840
 DL5840.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5840
 DL5840.The ellipsoidal height was determined by GPS observations
 DL5840.and is referenced to NAD 83.
 DL5840
 DL5840.The dynamic height is computed by dividing the NAVD 88
 DL5840.geopotential number by the normal gravity value computed on the
 DL5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5840.degrees latitude (g = 980.6199 gals.).
 DL5840
 DL5840.The modeled gravity was interpolated from observed gravity values.
 DL5840
 DL5840. The following values were computed from the NAD 83(2007) position.
 DL5840
 DL5840;                    North         East     Units Scale Factor Converg.
 DL5840;SPC MN S     -   271,232.182   647,525.077   MT  0.99992212   -1 20 40.7
 DL5840;SPC MN S     -   889,867.58  2,124,421.86   sFT  0.99992212   -1 20 40.7
 DL5840;UTM  15      - 4,934,327.519   268,094.611   MT  1.00026142   -2 02 50.3
 DL5840;UTM  14      - 4,934,804.378   744,881.288   MT  1.00033751   +2 09 43.1
 DL5840
 DL5840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5840!SPC MN S     -   0.99994853  x   0.99992212  =   0.99987065
 DL5840!UTM  15      -   0.99994853  x   1.00026142  =   1.00020994
 DL5840!UTM  14      -   0.99994853  x   1.00033751  =   1.00028602
 DL5840
 DL5840:                Primary Azimuth Mark                     Grid Az
 DL5840:SPC MN S     -  4210 AC                                  309 36 27.0
 DL5840:UTM  15      -  4210 AC                                  310 18 36.6
 DL5840:UTM  14      -  4210 AC                                  306 06 03.2
 DL5840
 DL5840|---------------------------------------------------------------------|
 DL5840| PID    Reference Object                     Distance      Geod. Az  |
 DL5840|                                                           dddmmss.s |
 DL5840| DL5839 4210 AC                             APPROX. 1.1 KM 3081546.3 |
 DL5840|---------------------------------------------------------------------|
 DL5840
 DL5840                          SUPERSEDED SURVEY CONTROL
 DL5840
 DL5840  NAVD 88 (11/04/09)  355.06   (m)         1164.9    (f) LEVELING    3  
 DL5840
 DL5840.Superseded values are not recommended for survey control.
 DL5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5840.See file dsdata.txt to determine how the superseded data were derived.
 DL5840
 DL5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6809434327(NAD 83)
 DL5840
 DL5840_MARKER: F = FLANGE-ENCASED ROD
 DL5840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5840_STAMPING: 4210 AD 2009
 DL5840_MARK LOGO: MNDT  
 DL5840_PROJECTION: RECESSED 10 CENTIMETERS
 DL5840_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5840+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5840_ROD/PIPE-DEPTH:  6.1 meters
 DL5840
 DL5840  HISTORY     - Date     Condition        Report By
 DL5840  HISTORY     - 2009     MONUMENTED       MNDT
 DL5840  HISTORY     - 20090604 GOOD             MNDT
 DL5840
 DL5840                          STATION DESCRIPTION
 DL5840
 DL5840'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5840'1.5 MILES NORTHWEST OF GHENT, 1.15 MILES NORTHWEST ALONG TRUNK HIGHWAY
 DL5840'68 FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 8 IN
 DL5840'GHENT, AT TRUNK HIGHWAT 68 MILEPOINT 30.85, 148.6 FEET SOUTHWEST OF
 DL5840'TRUNK HIGHWAY 68, 101.7 FEET NORTHWEST OF POWER POLE, 98.0 FEET
 DL5840'SOUTHWEST OF POWER POLE NUMBER 20, 22.9 FEET WEST OF 190TH AVENUE, 2.2
 DL5840'FEET NORTH OF WITNESS POST.
 DL5840
 DL5840                          STATION RECOVERY (2009)
 DL5840
 DL5840'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5840'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5841 ***********************************************************************
 DL5841  DESIGNATION -  4210 AE
 DL5841  PID         -  DL5841
 DL5841  STATE/COUNTY-  MN/LYON
 DL5841  COUNTRY     -  US
 DL5841  USGS QUAD   -  MINNEOTA (1967)
 DL5841
 DL5841                         *CURRENT SURVEY CONTROL
 DL5841  ______________________________________________________________________
 DL5841* NAD 83(2007) POSITION- 44 31 17.29843(N) 095 54 34.67821(W)   ADJUSTED  
 DL5841* NAD 83(2007) ELLIP HT-   326.595 (meters)        (11/04/09)   ADJUSTED
 DL5841* NAD 83(2007) EPOCH   -  2002.00
 DL5841* NAVD 88 ORTHO HEIGHT -   353.392  (meters)    1159.42  (feet) ADJUSTED  
 DL5841  ______________________________________________________________________
 DL5841  NAD 83(2007) X  -   -469,009.386 (meters)                     COMP
 DL5841  NAD 83(2007) Y  - -4,531,059.539 (meters)                     COMP
 DL5841  NAD 83(2007) Z  -  4,449,818.687 (meters)                     COMP
 DL5841  LAPLACE CORR    -         -4.45  (seconds)                    DEFLEC09
 DL5841  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DL5841  DYNAMIC HEIGHT  -        353.334 (meters)     1159.23  (feet) COMP
 DL5841  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 DL5841
 DL5841  HORZ ORDER      -  FIRST
 DL5841  VERT ORDER      -  SECOND    CLASS I
 DL5841  ELLP ORDER      -  THIRD     CLASS I
 DL5841
 DL5841.The horizontal coordinates were established by GPS observations
 DL5841.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5841
 DL5841.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5841.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5841
 DL5841.The horizontal coordinates are valid at the epoch date displayed above
 DL5841.which is a decimal equivalence of Year/Month/Day.
 DL5841
 DL5841.The orthometric height was determined by differential leveling and
 DL5841.adjusted in April 2012.
 DL5841
 DL5841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5841
 DL5841.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5841
 DL5841.The ellipsoidal height was determined by GPS observations
 DL5841.and is referenced to NAD 83.
 DL5841
 DL5841.The dynamic height is computed by dividing the NAVD 88
 DL5841.geopotential number by the normal gravity value computed on the
 DL5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5841.degrees latitude (g = 980.6199 gals.).
 DL5841
 DL5841.The modeled gravity was interpolated from observed gravity values.
 DL5841
 DL5841. The following values were computed from the NAD 83(2007) position.
 DL5841
 DL5841;                    North         East     Units Scale Factor Converg.
 DL5841;SPC MN S     -   270,825.880   648,209.121   MT  0.99992210   -1 20 18.7
 DL5841;SPC MN S     -   888,534.57  2,126,666.09   sFT  0.99992210   -1 20 18.7
 DL5841;UTM  15      - 4,933,912.719   268,773.851   MT  1.00025755   -2 02 27.8
 DL5841
 DL5841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5841!SPC MN S     -   0.99994879  x   0.99992210  =   0.99987090
 DL5841!UTM  15      -   0.99994879  x   1.00025755  =   1.00020633
 DL5841
 DL5841:                Primary Azimuth Mark                     Grid Az
 DL5841:SPC MN S     -  4210 AD                                  300 42 32.7
 DL5841:UTM  15      -  4210 AD                                  301 24 41.8
 DL5841
 DL5841|---------------------------------------------------------------------|
 DL5841| PID    Reference Object                     Distance      Geod. Az  |
 DL5841|                                                           dddmmss.s |
 DL5841| DL5840 4210 AD                             APPROX. 0.8 KM 2992214.0 |
 DL5841|---------------------------------------------------------------------|
 DL5841
 DL5841                          SUPERSEDED SURVEY CONTROL
 DL5841
 DL5841  NAVD 88 (11/04/09)  353.39   (m)         1159.4    (f) LEVELING    3  
 DL5841
 DL5841.Superseded values are not recommended for survey control.
 DL5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5841.See file dsdata.txt to determine how the superseded data were derived.
 DL5841
 DL5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6877333912(NAD 83)
 DL5841
 DL5841_MARKER: F = FLANGE-ENCASED ROD
 DL5841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5841_STAMPING: 4210 AE 2009
 DL5841_MARK LOGO: MNDT  
 DL5841_PROJECTION: RECESSED 3 CENTIMETERS
 DL5841_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5841+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5841_ROD/PIPE-DEPTH:  7.6 meters
 DL5841
 DL5841  HISTORY     - Date     Condition        Report By
 DL5841  HISTORY     - 2009     MONUMENTED       MNDT
 DL5841  HISTORY     - 20090604 GOOD             MNDT
 DL5841
 DL5841                          STATION DESCRIPTION
 DL5841
 DL5841'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5841'1 MILE NORTHWEST OF GHENT, 0.6 MILE NORTHWEST ALONG TRUNK HIGHWAY 68
 DL5841'FROM THE NORTH JUNCTION WITH COUNTY ROAD 8 IN GHENT, 77.50 FEET
 DL5841'NORTHEAST OF TRUNK HIGHWAY 68 AT MILEPOINT 31.3, 25.7 FEET SOUTHEAST
 DL5841'OF DITCH, 1.2 FEET SOUTHWEST OF WITNESS POST.
 DL5841
 DL5841                          STATION RECOVERY (2009)
 DL5841
 DL5841'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5841'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5842 ***********************************************************************
 DL5842  DESIGNATION -  4210 AF
 DL5842  PID         -  DL5842
 DL5842  STATE/COUNTY-  MN/LYON
 DL5842  COUNTRY     -  US
 DL5842  USGS QUAD   -  MINNEOTA (1967)
 DL5842
 DL5842                         *CURRENT SURVEY CONTROL
 DL5842  ______________________________________________________________________
 DL5842* NAD 83(2007) POSITION- 44 30 39.05052(N) 095 53 13.89510(W)   ADJUSTED  
 DL5842* NAD 83(2007) ELLIP HT-   325.914 (meters)        (11/04/09)   ADJUSTED
 DL5842* NAD 83(2007) EPOCH   -  2002.00
 DL5842* NAVD 88 ORTHO HEIGHT -   352.744  (meters)    1157.29  (feet) ADJUSTED  
 DL5842  ______________________________________________________________________
 DL5842  NAD 83(2007) X  -   -467,319.627 (meters)                     COMP
 DL5842  NAD 83(2007) Y  - -4,532,065.809 (meters)                     COMP
 DL5842  NAD 83(2007) Z  -  4,448,976.329 (meters)                     COMP
 DL5842  LAPLACE CORR    -         -4.15  (seconds)                    DEFLEC09
 DL5842  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 DL5842  DYNAMIC HEIGHT  -        352.685 (meters)     1157.10  (feet) COMP
 DL5842  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DL5842
 DL5842  HORZ ORDER      -  FIRST
 DL5842  VERT ORDER      -  SECOND    CLASS I
 DL5842  ELLP ORDER      -  THIRD     CLASS I
 DL5842
 DL5842.The horizontal coordinates were established by GPS observations
 DL5842.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5842
 DL5842.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5842.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5842
 DL5842.The horizontal coordinates are valid at the epoch date displayed above
 DL5842.which is a decimal equivalence of Year/Month/Day.
 DL5842
 DL5842.The orthometric height was determined by differential leveling and
 DL5842.adjusted in April 2012.
 DL5842
 DL5842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5842
 DL5842.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5842
 DL5842.The ellipsoidal height was determined by GPS observations
 DL5842.and is referenced to NAD 83.
 DL5842
 DL5842.The dynamic height is computed by dividing the NAVD 88
 DL5842.geopotential number by the normal gravity value computed on the
 DL5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5842.degrees latitude (g = 980.6199 gals.).
 DL5842
 DL5842.The modeled gravity was interpolated from observed gravity values.
 DL5842
 DL5842. The following values were computed from the NAD 83(2007) position.
 DL5842
 DL5842;                    North         East     Units Scale Factor Converg.
 DL5842;SPC MN S     -   269,604.252   649,965.217   MT  0.99992205   -1 19 22.0
 DL5842;SPC MN S     -   884,526.62  2,132,427.55   sFT  0.99992205   -1 19 22.0
 DL5842;UTM  15      - 4,932,669.246   270,515.416   MT  1.00024768   -2 01 29.8
 DL5842
 DL5842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5842!SPC MN S     -   0.99994890  x   0.99992205  =   0.99987095
 DL5842!UTM  15      -   0.99994890  x   1.00024768  =   1.00019657
 DL5842
 DL5842:                Primary Azimuth Mark                     Grid Az
 DL5842:SPC MN S     -  4210 AG                                  131 48 13.9
 DL5842:UTM  15      -  4210 AG                                  132 30 21.7
 DL5842
 DL5842|---------------------------------------------------------------------|
 DL5842| PID    Reference Object                     Distance      Geod. Az  |
 DL5842|                                                           dddmmss.s |
 DL5842| DL5843 4210 AG                             APPROX. 1.0 KM 1302851.9 |
 DL5842|---------------------------------------------------------------------|
 DL5842
 DL5842                          SUPERSEDED SURVEY CONTROL
 DL5842
 DL5842  NAVD 88 (11/04/09)  352.74   (m)         1157.3    (f) LEVELING    3  
 DL5842
 DL5842.Superseded values are not recommended for survey control.
 DL5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5842.See file dsdata.txt to determine how the superseded data were derived.
 DL5842
 DL5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7051532669(NAD 83)
 DL5842
 DL5842_MARKER: F = FLANGE-ENCASED ROD
 DL5842_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5842_STAMPING: 4210 AF 2009
 DL5842_MARK LOGO: MNDT  
 DL5842_PROJECTION: FLUSH
 DL5842_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5842+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5842_ROD/PIPE-DEPTH:  7.6 meters
 DL5842
 DL5842  HISTORY     - Date     Condition        Report By
 DL5842  HISTORY     - 2009     MONUMENTED       MNDT
 DL5842  HISTORY     - 20090604 GOOD             MNDT
 DL5842
 DL5842                          STATION DESCRIPTION
 DL5842
 DL5842'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5842'N GHENT, 0.2 MILE SOUTHEAST ALONG TRUNK HIGHWAY 68 FROM THE SOUTH
 DL5842'JUNCTION OF COUNTY ROAD 8(IN GHENT), 65.70 FEET NORTHEAST OF TRUNK
 DL5842'HIGHWAY 68 AT MILEPOINT 32.6, 28.90 FEET SOUTHEAST OF THE SOUTH LEG OF
 DL5842'WELCOME TO GHENT SIGN, 33.4 FEET SOUTHEAST OF CABLE PEDESTAL, 1.1 FOOT
 DL5842'SOUTHWEST OF WITNESS POST.
 DL5842
 DL5842                          STATION RECOVERY (2009)
 DL5842
 DL5842'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5842'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5843 ***********************************************************************
 DL5843  DESIGNATION -  4210 AG
 DL5843  PID         -  DL5843
 DL5843  STATE/COUNTY-  MN/LYON
 DL5843  COUNTRY     -  US
 DL5843  USGS QUAD   -  MINNEOTA (1967)
 DL5843
 DL5843                         *CURRENT SURVEY CONTROL
 DL5843  ______________________________________________________________________
 DL5843* NAD 83(2007) POSITION- 44 30 17.89259(N) 095 52 39.25784(W)   ADJUSTED  
 DL5843* NAD 83(2007) ELLIP HT-   325.129 (meters)        (11/04/09)   ADJUSTED
 DL5843* NAD 83(2007) EPOCH   -  2002.00
 DL5843* NAVD 88 ORTHO HEIGHT -   351.977  (meters)    1154.78  (feet) ADJUSTED  
 DL5843  ______________________________________________________________________
 DL5843  NAD 83(2007) X  -   -466,605.396 (meters)                     COMP
 DL5843  NAD 83(2007) Y  - -4,532,599.099 (meters)                     COMP
 DL5843  NAD 83(2007) Z  -  4,448,510.003 (meters)                     COMP
 DL5843  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC09
 DL5843  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 DL5843  DYNAMIC HEIGHT  -        351.918 (meters)     1154.58  (feet) COMP
 DL5843  MODELED GRAVITY -    980,440.9   (mgal)                       NAVD 88
 DL5843
 DL5843  HORZ ORDER      -  FIRST
 DL5843  VERT ORDER      -  SECOND    CLASS I
 DL5843  ELLP ORDER      -  THIRD     CLASS I
 DL5843
 DL5843.The horizontal coordinates were established by GPS observations
 DL5843.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5843
 DL5843.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5843.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5843
 DL5843.The horizontal coordinates are valid at the epoch date displayed above
 DL5843.which is a decimal equivalence of Year/Month/Day.
 DL5843
 DL5843.The orthometric height was determined by differential leveling and
 DL5843.adjusted in April 2012.
 DL5843
 DL5843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5843
 DL5843.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5843
 DL5843.The ellipsoidal height was determined by GPS observations
 DL5843.and is referenced to NAD 83.
 DL5843
 DL5843.The dynamic height is computed by dividing the NAVD 88
 DL5843.geopotential number by the normal gravity value computed on the
 DL5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5843.degrees latitude (g = 980.6199 gals.).
 DL5843
 DL5843.The modeled gravity was interpolated from observed gravity values.
 DL5843
 DL5843. The following values were computed from the NAD 83(2007) position.
 DL5843
 DL5843;                    North         East     Units Scale Factor Converg.
 DL5843;SPC MN S     -   268,933.773   650,715.005   MT  0.99992204   -1 18 57.8
 DL5843;SPC MN S     -   882,326.89  2,134,887.48   sFT  0.99992204   -1 18 57.8
 DL5843;UTM  15      - 4,931,989.411   271,257.173   MT  1.00024350   -2 01 04.7
 DL5843
 DL5843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5843!SPC MN S     -   0.99994902  x   0.99992204  =   0.99987107
 DL5843!UTM  15      -   0.99994902  x   1.00024350  =   1.00019251
 DL5843
 DL5843:                Primary Azimuth Mark                     Grid Az
 DL5843:SPC MN S     -  4210 AJ                                  119 24 51.8
 DL5843:UTM  15      -  4210 AJ                                  120 06 58.7
 DL5843
 DL5843|---------------------------------------------------------------------|
 DL5843| PID    Reference Object                     Distance      Geod. Az  |
 DL5843|                                                           dddmmss.s |
 DL5843| DL5844 4210 AJ                             APPROX. 0.8 KM 1180554.0 |
 DL5843|---------------------------------------------------------------------|
 DL5843
 DL5843                          SUPERSEDED SURVEY CONTROL
 DL5843
 DL5843  NAVD 88 (11/04/09)  351.98   (m)         1154.8    (f) LEVELING    3  
 DL5843
 DL5843.Superseded values are not recommended for survey control.
 DL5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5843.See file dsdata.txt to determine how the superseded data were derived.
 DL5843
 DL5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7125731989(NAD 83)
 DL5843
 DL5843_MARKER: F = FLANGE-ENCASED ROD
 DL5843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5843_STAMPING: 4210 AG 2009
 DL5843_MARK LOGO: MNDT  
 DL5843_PROJECTION: FLUSH
 DL5843_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5843+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5843_ROD/PIPE-DEPTH:  7.6 meters
 DL5843
 DL5843  HISTORY     - Date     Condition        Report By
 DL5843  HISTORY     - 2009     MONUMENTED       MNDT
 DL5843  HISTORY     - 20090604 GOOD             MNDT
 DL5843
 DL5843                          STATION DESCRIPTION
 DL5843
 DL5843'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5843'1 MILE SOUTHEAST OF GHENT, 0.85 MILE SOUTHEAST ALONG TRUNK HIGHWAY 68
 DL5843'FROM THE SOUTH JUNCTION ( IN GHENT) OF COUNTY ROAD 8, 200.5 FEET
 DL5843'SOUTHWEST OF TRUNK HIGHWAY 68 AT MILEPOINT 33.25, 29.80 FEET WEST OF
 DL5843'210 AVENUE, 13 FEET SOUTH OF ENTRANCE, 1.3 FEET NORTH OF WITNESS POST.
 DL5843
 DL5843                          STATION RECOVERY (2009)
 DL5843
 DL5843'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5843'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5955 ***********************************************************************
 DM5955  DESIGNATION -  4210 AH
 DM5955  PID         -  DM5955
 DM5955  STATE/COUNTY-  MN/LYON
 DM5955  COUNTRY     -  US
 DM5955  USGS QUAD   -  GREEN VALLEY (1967)
 DM5955
 DM5955                         *CURRENT SURVEY CONTROL
 DM5955  ______________________________________________________________________
 DM5955* NAD 83(1986) POSITION- 44 30 14.     (N) 095 52 28.     (W)   SCALED    
 DM5955* NAVD 88 ORTHO HEIGHT -   353.362  (meters)    1159.32  (feet) ADJUSTED  
 DM5955  ______________________________________________________________________
 DM5955  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 DM5955  DYNAMIC HEIGHT  -        353.303 (meters)     1159.13  (feet) COMP
 DM5955  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DM5955
 DM5955  VERT ORDER      -  SECOND    CLASS I
 DM5955
 DM5955.The horizontal coordinates were scaled from a topographic map and have
 DM5955.an estimated accuracy of +/- 6 seconds.
 DM5955.
 DM5955.The orthometric height was determined by differential leveling and
 DM5955.adjusted in April 2012.
 DM5955
 DM5955.The dynamic height is computed by dividing the NAVD 88
 DM5955.geopotential number by the normal gravity value computed on the
 DM5955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5955.degrees latitude (g = 980.6199 gals.).
 DM5955
 DM5955.The modeled gravity was interpolated from observed gravity values.
 DM5955
 DM5955;                    North         East    Units  Estimated Accuracy
 DM5955;SPC MN S     -   268,810.      650,960.      MT  (+/- 180 meters Scaled)
 DM5955
 DM5955                          SUPERSEDED SURVEY CONTROL
 DM5955
 DM5955.No superseded survey control is available for this station.
 DM5955
 DM5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK715318(NAD 83)
 DM5955
 DM5955_MARKER: DV = VERTICAL CONTROL DISK
 DM5955_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5955_SP_SET: BRIDGE ABUTMENT
 DM5955_STAMPING: 4210 AH 2009
 DM5955_MARK LOGO: MNDT  
 DM5955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5955+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM5955
 DM5955  HISTORY     - Date     Condition        Report By
 DM5955  HISTORY     - 1986     MONUMENTED       MNDT
 DM5955  HISTORY     - 20090414 GOOD             MNDT
 DM5955
 DM5955                          STATION DESCRIPTION
 DM5955
 DM5955'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5955'THE MARK IS 1.0 MI (1.6 KM) SOUTHEAST OF GHENT, 1.0 MI (1.6 KM)
 DM5955'SOUTHEAST ALONG TRUNK HIGHWAY 68.
 DM5955' 
 DM5955'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 8 IN
 DM5955'GHENT, AT TRUNK HIGHWAY 68 MILE POINT 33.4.
 DM5955' 
 DM5955'IT IS 22 FT (6.7 M) NORTHEAST OF TRUNK HIGHWAY 68, IN THE SOUTHEAST
 DM5955'CORNER OF BRIDGE OVER CREEK.
 DM5955' 
 DM5955'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN
 DM5955'2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5844 ***********************************************************************
 DL5844  DESIGNATION -  4210 AJ
 DL5844  PID         -  DL5844
 DL5844  STATE/COUNTY-  MN/LYON
 DL5844  COUNTRY     -  US
 DL5844  USGS QUAD   -  GREEN VALLEY (1967)
 DL5844
 DL5844                         *CURRENT SURVEY CONTROL
 DL5844  ______________________________________________________________________
 DL5844* NAD 83(2007) POSITION- 44 30 05.33108(N) 095 52 06.38714(W)   ADJUSTED  
 DL5844* NAD 83(2007) ELLIP HT-   328.481 (meters)        (11/04/09)   ADJUSTED
 DL5844* NAD 83(2007) EPOCH   -  2002.00
 DL5844* NAVD 88 ORTHO HEIGHT -   355.346  (meters)    1165.83  (feet) ADJUSTED  
 DL5844  ______________________________________________________________________
 DL5844  NAD 83(2007) X  -   -465,911.102 (meters)                     COMP
 DL5844  NAD 83(2007) Y  - -4,532,946.154 (meters)                     COMP
 DL5844  NAD 83(2007) Z  -  4,448,235.799 (meters)                     COMP
 DL5844  LAPLACE CORR    -         -4.14  (seconds)                    DEFLEC09
 DL5844  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DL5844  DYNAMIC HEIGHT  -        355.287 (meters)     1165.64  (feet) COMP
 DL5844  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 DL5844
 DL5844  HORZ ORDER      -  FIRST
 DL5844  VERT ORDER      -  SECOND    CLASS I
 DL5844  ELLP ORDER      -  THIRD     CLASS I
 DL5844
 DL5844.The horizontal coordinates were established by GPS observations
 DL5844.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5844
 DL5844.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5844.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5844
 DL5844.The horizontal coordinates are valid at the epoch date displayed above
 DL5844.which is a decimal equivalence of Year/Month/Day.
 DL5844
 DL5844.The orthometric height was determined by differential leveling and
 DL5844.adjusted in April 2012.
 DL5844
 DL5844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5844
 DL5844.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5844
 DL5844.The ellipsoidal height was determined by GPS observations
 DL5844.and is referenced to NAD 83.
 DL5844
 DL5844.The dynamic height is computed by dividing the NAVD 88
 DL5844.geopotential number by the normal gravity value computed on the
 DL5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5844.degrees latitude (g = 980.6199 gals.).
 DL5844
 DL5844.The modeled gravity was interpolated from observed gravity values.
 DL5844
 DL5844. The following values were computed from the NAD 83(2007) position.
 DL5844
 DL5844;                    North         East     Units Scale Factor Converg.
 DL5844;SPC MN S     -   268,529.531   651,431.999   MT  0.99992204   -1 18 34.7
 DL5844;SPC MN S     -   881,000.64  2,137,239.82   sFT  0.99992204   -1 18 34.7
 DL5844;UTM  15      - 4,931,576.284   271,969.389   MT  1.00023950   -2 00 41.2
 DL5844
 DL5844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5844!SPC MN S     -   0.99994850  x   0.99992204  =   0.99987054
 DL5844!UTM  15      -   0.99994850  x   1.00023950  =   1.00018799
 DL5844
 DL5844:                Primary Azimuth Mark                     Grid Az
 DL5844:SPC MN S     -  4210 AK                                  138 25 01.9
 DL5844:UTM  15      -  4210 AK                                  139 07 08.4
 DL5844
 DL5844|---------------------------------------------------------------------|
 DL5844| PID    Reference Object                     Distance      Geod. Az  |
 DL5844|                                                           dddmmss.s |
 DL5844| DL5845 4210 AK                             APPROX. 0.7 KM 1370627.2 |
 DL5844|---------------------------------------------------------------------|
 DL5844
 DL5844                          SUPERSEDED SURVEY CONTROL
 DL5844
 DL5844  NAVD 88 (11/04/09)  355.35   (m)         1165.8    (f) LEVELING    3  
 DL5844
 DL5844.Superseded values are not recommended for survey control.
 DL5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5844.See file dsdata.txt to determine how the superseded data were derived.
 DL5844
 DL5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7196931576(NAD 83)
 DL5844
 DL5844_MARKER: F = FLANGE-ENCASED ROD
 DL5844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5844_STAMPING: 4210 AJ 2009
 DL5844_MARK LOGO: MNDT  
 DL5844_PROJECTION: RECESSED 3 CENTIMETERS
 DL5844_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5844+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5844
 DL5844  HISTORY     - Date     Condition        Report By
 DL5844  HISTORY     - 2009     MONUMENTED       MNDT
 DL5844  HISTORY     - 20090604 GOOD             MNDT
 DL5844
 DL5844                          STATION DESCRIPTION
 DL5844
 DL5844'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5844'1.5 MILES SOUTHEAST OF GHENT, 1.4 MILES SOUTHEAST ALONG TRUNK HIGHWAY
 DL5844'68 FROM THE SOUTH JUNCTION( IN GHENT) OF COUNTY ROAD 8, 124.6 FEET
 DL5844'NORTHEAST OF TRUNK HIGHWAY 68 AT MILEPOINT 33.75, 28.4 FEET NORTH OF
 DL5844'310TH STREET, 1.5 FEET SOUTH OF WITNESS POST.  DRIVEN ALUMINUM ROD,
 DL5844'REMOVABLE DISK, ROD DEPTH UNKNOWN, RECESSED 1 INCH.
 DL5844
 DL5844                          STATION RECOVERY (2009)
 DL5844
 DL5844'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5844'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5845 ***********************************************************************
 DL5845  DESIGNATION -  4210 AK
 DL5845  PID         -  DL5845
 DL5845  STATE/COUNTY-  MN/LYON
 DL5845  COUNTRY     -  US
 DL5845  USGS QUAD   -  MARSHALL (1994)
 DL5845
 DL5845                         *CURRENT SURVEY CONTROL
 DL5845  ______________________________________________________________________
 DL5845* NAD 83(2007) POSITION- 44 29 47.71634(N) 095 51 43.52442(W)   ADJUSTED  
 DL5845* NAD 83(2007) ELLIP HT-   326.494 (meters)        (11/04/09)   ADJUSTED
 DL5845* NAD 83(2007) EPOCH   -  2002.00
 DL5845* NAVD 88 ORTHO HEIGHT -   353.368  (meters)    1159.34  (feet) ADJUSTED  
 DL5845  ______________________________________________________________________
 DL5845  NAD 83(2007) X  -   -465,447.439 (meters)                     COMP
 DL5845  NAD 83(2007) Y  - -4,533,375.476 (meters)                     COMP
 DL5845  NAD 83(2007) Z  -  4,447,846.573 (meters)                     COMP
 DL5845  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC09
 DL5845  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 DL5845  DYNAMIC HEIGHT  -        353.310 (meters)     1159.15  (feet) COMP
 DL5845  MODELED GRAVITY -    980,442.3   (mgal)                       NAVD 88
 DL5845
 DL5845  HORZ ORDER      -  FIRST
 DL5845  VERT ORDER      -  SECOND    CLASS I
 DL5845  ELLP ORDER      -  THIRD     CLASS I
 DL5845
 DL5845.The horizontal coordinates were established by GPS observations
 DL5845.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5845
 DL5845.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5845.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5845
 DL5845.The horizontal coordinates are valid at the epoch date displayed above
 DL5845.which is a decimal equivalence of Year/Month/Day.
 DL5845
 DL5845.The orthometric height was determined by differential leveling and
 DL5845.adjusted in April 2012.
 DL5845
 DL5845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5845
 DL5845.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5845
 DL5845.The ellipsoidal height was determined by GPS observations
 DL5845.and is referenced to NAD 83.
 DL5845
 DL5845.The dynamic height is computed by dividing the NAVD 88
 DL5845.geopotential number by the normal gravity value computed on the
 DL5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5845.degrees latitude (g = 980.6199 gals.).
 DL5845
 DL5845.The modeled gravity was interpolated from observed gravity values.
 DL5845
 DL5845. The following values were computed from the NAD 83(2007) position.
 DL5845
 DL5845;                    North         East     Units Scale Factor Converg.
 DL5845;SPC MN S     -   267,974.473   651,924.505   MT  0.99992204   -1 18 18.7
 DL5845;SPC MN S     -   879,179.58  2,138,855.65   sFT  0.99992204   -1 18 18.7
 DL5845;UTM  15      - 4,931,015.059   272,455.213   MT  1.00023678   -2 00 24.5
 DL5845
 DL5845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5845!SPC MN S     -   0.99994881  x   0.99992204  =   0.99987085
 DL5845!UTM  15      -   0.99994881  x   1.00023678  =   1.00018558
 DL5845
 DL5845:                Primary Azimuth Mark                     Grid Az
 DL5845:SPC MN S     -  4210 AJ                                  318 25 01.9
 DL5845:UTM  15      -  4210 AJ                                  319 07 07.7
 DL5845
 DL5845|---------------------------------------------------------------------|
 DL5845| PID    Reference Object                     Distance      Geod. Az  |
 DL5845|                                                           dddmmss.s |
 DL5845| DL5844 4210 AJ                             APPROX. 0.7 KM 3170643.2 |
 DL5845|---------------------------------------------------------------------|
 DL5845
 DL5845                          SUPERSEDED SURVEY CONTROL
 DL5845
 DL5845  NAVD 88 (11/04/09)  353.37   (m)         1159.3    (f) LEVELING    3  
 DL5845
 DL5845.Superseded values are not recommended for survey control.
 DL5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5845.See file dsdata.txt to determine how the superseded data were derived.
 DL5845
 DL5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7245531015(NAD 83)
 DL5845
 DL5845_MARKER: F = FLANGE-ENCASED ROD
 DL5845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5845_STAMPING: 4210 AK 2009
 DL5845_MARK LOGO: MNDT  
 DL5845_PROJECTION: RECESSED 3 CENTIMETERS
 DL5845_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5845+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5845_ROD/PIPE-DEPTH:  9.1 meters
 DL5845
 DL5845  HISTORY     - Date     Condition        Report By
 DL5845  HISTORY     - 2009     MONUMENTED       MNDT
 DL5845  HISTORY     - 20090604 GOOD             MNDT
 DL5845
 DL5845                          STATION DESCRIPTION
 DL5845
 DL5845'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5845'2 MILES SOUTHEAST OF GHENT, 1.8 MILES SOUTHEAST ALONG TRUNK HIGHWAY 68
 DL5845'FROM THE SOUTH JUNCTION(IN GHENT) OF COUNTY ROAD 8 AND TRUNK HIGHWAY
 DL5845'68, 128.10 FEET SOUTHWEST OF TRUNK HIGHWAY 68 AT MILEPOINT 34.2, 15
 DL5845'FEET NORTHWEST OF FIELD ENTRANCE, 48.2 FEET NORTH OF UTILITY POLE WITH
 DL5845'GUY WIRE, 1.9 FEET SOUTH OF WITNESS POST.
 DL5845
 DL5845                          STATION RECOVERY (2009)
 DL5845
 DL5845'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5845'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5846 ***********************************************************************
 DL5846  DESIGNATION -  4210 AL
 DL5846  PID         -  DL5846
 DL5846  STATE/COUNTY-  MN/LYON
 DL5846  COUNTRY     -  US
 DL5846  USGS QUAD   -  MARSHALL (1994)
 DL5846
 DL5846                         *CURRENT SURVEY CONTROL
 DL5846  ______________________________________________________________________
 DL5846* NAD 83(2007) POSITION- 44 28 47.06805(N) 095 50 11.58701(W)   ADJUSTED  
 DL5846* NAD 83(2007) ELLIP HT-   328.495 (meters)        (11/04/09)   ADJUSTED
 DL5846* NAD 83(2007) EPOCH   -  2002.00
 DL5846* NAVD 88 ORTHO HEIGHT -   355.392  (meters)    1165.98  (feet) ADJUSTED  
 DL5846  ______________________________________________________________________
 DL5846  NAD 83(2007) X  -   -463,560.310 (meters)                     COMP
 DL5846  NAD 83(2007) Y  - -4,534,889.028 (meters)                     COMP
 DL5846  NAD 83(2007) Z  -  4,446,512.402 (meters)                     COMP
 DL5846  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC09
 DL5846  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DL5846  DYNAMIC HEIGHT  -        355.333 (meters)     1165.79  (feet) COMP
 DL5846  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 DL5846
 DL5846  HORZ ORDER      -  FIRST
 DL5846  VERT ORDER      -  SECOND    CLASS I
 DL5846  ELLP ORDER      -  THIRD     CLASS I
 DL5846
 DL5846.The horizontal coordinates were established by GPS observations
 DL5846.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5846
 DL5846.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5846.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5846
 DL5846.The horizontal coordinates are valid at the epoch date displayed above
 DL5846.which is a decimal equivalence of Year/Month/Day.
 DL5846
 DL5846.The orthometric height was determined by differential leveling and
 DL5846.adjusted in April 2012.
 DL5846
 DL5846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5846
 DL5846.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5846
 DL5846.The ellipsoidal height was determined by GPS observations
 DL5846.and is referenced to NAD 83.
 DL5846
 DL5846.The dynamic height is computed by dividing the NAVD 88
 DL5846.geopotential number by the normal gravity value computed on the
 DL5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5846.degrees latitude (g = 980.6199 gals.).
 DL5846
 DL5846.The modeled gravity was interpolated from observed gravity values.
 DL5846
 DL5846. The following values were computed from the NAD 83(2007) position.
 DL5846
 DL5846;                    North         East     Units Scale Factor Converg.
 DL5846;SPC MN S     -   266,057.106   653,912.931   MT  0.99992211   -1 17 14.2
 DL5846;SPC MN S     -   872,889.02  2,145,379.34   sFT  0.99992211   -1 17 14.2
 DL5846;UTM  15      - 4,929,072.898   274,420.630   MT  1.00022583   -1 59 17.8
 DL5846
 DL5846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5846!SPC MN S     -   0.99994850  x   0.99992211  =   0.99987061
 DL5846!UTM  15      -   0.99994850  x   1.00022583  =   1.00017431
 DL5846
 DL5846:                Primary Azimuth Mark                     Grid Az
 DL5846:SPC MN S     -  4210 AM                                  135 36 50.3
 DL5846:UTM  15      -  4210 AM                                  136 18 53.9
 DL5846
 DL5846|---------------------------------------------------------------------|
 DL5846| PID    Reference Object                     Distance      Geod. Az  |
 DL5846|                                                           dddmmss.s |
 DL5846| DL5847 4210 AM                             APPROX. 1.2 KM 1341936.1 |
 DL5846| PQ1381 4210 K                              APPROX. 1.1 KM 3151133.0 |
 DL5846|---------------------------------------------------------------------|
 DL5846
 DL5846                          SUPERSEDED SURVEY CONTROL
 DL5846
 DL5846  NAVD 88 (11/04/09)  355.39   (m)         1166.0    (f) LEVELING    3  
 DL5846
 DL5846.Superseded values are not recommended for survey control.
 DL5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5846.See file dsdata.txt to determine how the superseded data were derived.
 DL5846
 DL5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7442029072(NAD 83)
 DL5846
 DL5846_MARKER: F = FLANGE-ENCASED ROD
 DL5846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5846_STAMPING: 4210 AL 2009
 DL5846_MARK LOGO: MNDT  
 DL5846_PROJECTION: FLUSH
 DL5846_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5846+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5846_ROD/PIPE-DEPTH:  5.5 meters
 DL5846
 DL5846  HISTORY     - Date     Condition        Report By
 DL5846  HISTORY     - 2009     MONUMENTED       MNDT
 DL5846  HISTORY     - 20090604 GOOD             MNDT
 DL5846
 DL5846                          STATION DESCRIPTION
 DL5846
 DL5846'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5846'3 MILES NORTHWEST OF MARSHALL, 2.7 MILES NORTHWEST OF THE JUNCTION OF
 DL5846'TRUNK HIGHWAY 68 AND 59 (IN MARSHALL) ALONG TRUNK HIGHWAY 68, 125.7
 DL5846'FEET NORTHEAST OF TRUNK HIGHWAY 68 AT MILEPOINT 35.9, 34 FEET EAST OF
 DL5846'230TH AVENUE, 1.0 FOOT WEST OF WITNESS POST.
 DL5846
 DL5846                          STATION RECOVERY (2009)
 DL5846
 DL5846'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5847 ***********************************************************************
 DL5847  DESIGNATION -  4210 AM
 DL5847  PID         -  DL5847
 DL5847  STATE/COUNTY-  MN/LYON
 DL5847  COUNTRY     -  US
 DL5847  USGS QUAD   -  MARSHALL (1994)
 DL5847
 DL5847                         *CURRENT SURVEY CONTROL
 DL5847  ______________________________________________________________________
 DL5847* NAD 83(2007) POSITION- 44 28 19.14794(N) 095 49 31.67012(W)   ADJUSTED  
 DL5847* NAD 83(2007) ELLIP HT-   325.854 (meters)        (11/04/09)   ADJUSTED
 DL5847* NAD 83(2007) EPOCH   -  2002.00
 DL5847* NAVD 88 ORTHO HEIGHT -   352.766  (meters)    1157.37  (feet) ADJUSTED  
 DL5847  ______________________________________________________________________
 DL5847  NAD 83(2007) X  -   -462,743.794 (meters)                     COMP
 DL5847  NAD 83(2007) Y  - -4,535,577.484 (meters)                     COMP
 DL5847  NAD 83(2007) Z  -  4,445,895.577 (meters)                     COMP
 DL5847  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 DL5847  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 DL5847  DYNAMIC HEIGHT  -        352.707 (meters)     1157.17  (feet) COMP
 DL5847  MODELED GRAVITY -    980,441.1   (mgal)                       NAVD 88
 DL5847
 DL5847  HORZ ORDER      -  FIRST
 DL5847  VERT ORDER      -  SECOND    CLASS I
 DL5847  ELLP ORDER      -  THIRD     CLASS I
 DL5847
 DL5847.The horizontal coordinates were established by GPS observations
 DL5847.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5847
 DL5847.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5847.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5847
 DL5847.The horizontal coordinates are valid at the epoch date displayed above
 DL5847.which is a decimal equivalence of Year/Month/Day.
 DL5847
 DL5847.The orthometric height was determined by differential leveling and
 DL5847.adjusted in April 2012.
 DL5847
 DL5847.Photographs are available for this station.
 DL5847
 DL5847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5847
 DL5847.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5847
 DL5847.The ellipsoidal height was determined by GPS observations
 DL5847.and is referenced to NAD 83.
 DL5847
 DL5847.The dynamic height is computed by dividing the NAVD 88
 DL5847.geopotential number by the normal gravity value computed on the
 DL5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5847.degrees latitude (g = 980.6199 gals.).
 DL5847
 DL5847.The modeled gravity was interpolated from observed gravity values.
 DL5847
 DL5847. The following values were computed from the NAD 83(2007) position.
 DL5847
 DL5847;                    North         East     Units Scale Factor Converg.
 DL5847;SPC MN S     -   265,175.819   654,775.530   MT  0.99992217   -1 16 46.3
 DL5847;SPC MN S     -   869,997.67  2,148,209.38   sFT  0.99992217   -1 16 46.3
 DL5847;UTM  15      - 4,928,180.857   275,272.641   MT  1.00022111   -1 58 48.8
 DL5847
 DL5847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5847!SPC MN S     -   0.99994891  x   0.99992217  =   0.99987108
 DL5847!UTM  15      -   0.99994891  x   1.00022111  =   1.00017001
 DL5847
 DL5847:                Primary Azimuth Mark                     Grid Az
 DL5847:SPC MN S     -  4210 L                                   136 54 44.5
 DL5847:UTM  15      -  4210 L                                   137 36 47.0
 DL5847
 DL5847|---------------------------------------------------------------------|
 DL5847| PID    Reference Object                     Distance      Geod. Az  |
 DL5847|                                                           dddmmss.s |
 DL5847| PQ1378 4210 L                              APPROX. 0.8 KM 1353758.2 |
 DL5847| DL5846 4210 AL                             APPROX. 1.2 KM 3142004.1 |
 DL5847|---------------------------------------------------------------------|
 DL5847
 DL5847                          SUPERSEDED SURVEY CONTROL
 DL5847
 DL5847  NAVD 88 (11/04/09)  352.77   (m)         1157.4    (f) LEVELING    3  
 DL5847
 DL5847.Superseded values are not recommended for survey control.
 DL5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5847.See file dsdata.txt to determine how the superseded data were derived.
 DL5847
 DL5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7527228180(NAD 83)
 DL5847
 DL5847_MARKER: I = METAL ROD
 DL5847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5847_STAMPING: 4210 AM 2009
 DL5847_MARK LOGO: MNDT  
 DL5847_PROJECTION: FLUSH
 DL5847_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5847+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2009
 DL5847_ROD/PIPE-DEPTH:  4.6 meters
 DL5847
 DL5847  HISTORY     - Date     Condition        Report By
 DL5847  HISTORY     - 20090601 MONUMENTED       MNDT
 DL5847  HISTORY     - 20090615 GOOD             MNDT
 DL5847
 DL5847                          STATION DESCRIPTION
 DL5847
 DL5847'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5847'2 MILES NORTHWEST OF MARSHALL, 1.95 MILES NORTHWEST OF THE JUNCTION
 DL5847'(IN MARSHALL) OF TRUNK HIGHWAYS 68 AND 59 ALONG TRUNK HIGHWAY 68,
 DL5847'135.80 FEET NORTHEAST OF TRUNK HIGHWAY 68 AT MILEPOINT 36.7, 51.60
 DL5847'FEET SOUTH OF COUNTY ROAD 33, 1.2 FEET NORTH OF OF THE WITNESS POST.
 DL5847
 DL5847                          STATION RECOVERY (2009)
 DL5847
 DL5847'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (CMJ)
 DL5847'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL5847'THE MARK IS 2.0 MILES NORTHWEST OF MARSHALL, 1.95 MILES NORTHWEST
 DL5847'ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAYS 68 AND 59
 DL5847'IN MARSHALL, AT TRUNK HIGHWAY 68 MILEPOINT 36.7, 135.8 FEET NORTHEAST
 DL5847'OF TRUNK HIGHWAY 68, 51.6 FEET SOUTH OF COUNTY ROAD 33, 1.2 FEET NORTH
 DL5847'OF OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5952 ***********************************************************************
 DM5952  DESIGNATION -  4210 B
 DM5952  PID         -  DM5952
 DM5952  STATE/COUNTY-  MN/LYON
 DM5952  COUNTRY     -  US
 DM5952  USGS QUAD   -  MINNEOTA (1967)
 DM5952
 DM5952                         *CURRENT SURVEY CONTROL
 DM5952  ______________________________________________________________________
 DM5952* NAD 83(1986) POSITION- 44 32 11.     (N) 095 56 24.     (W)   SCALED    
 DM5952* NAVD 88 ORTHO HEIGHT -   354.922  (meters)    1164.44  (feet) ADJUSTED  
 DM5952  ______________________________________________________________________
 DM5952  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DM5952  DYNAMIC HEIGHT  -        354.864 (meters)     1164.25  (feet) COMP
 DM5952  MODELED GRAVITY -    980,444.8   (mgal)                       NAVD 88
 DM5952
 DM5952  VERT ORDER      -  SECOND    CLASS I
 DM5952
 DM5952.The horizontal coordinates were scaled from a topographic map and have
 DM5952.an estimated accuracy of +/- 6 seconds.
 DM5952.
 DM5952.The orthometric height was determined by differential leveling and
 DM5952.adjusted in April 2012.
 DM5952
 DM5952.The dynamic height is computed by dividing the NAVD 88
 DM5952.geopotential number by the normal gravity value computed on the
 DM5952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5952.degrees latitude (g = 980.6199 gals.).
 DM5952
 DM5952.The modeled gravity was interpolated from observed gravity values.
 DM5952
 DM5952;                    North         East    Units  Estimated Accuracy
 DM5952;SPC MN S     -   272,540.      645,840.      MT  (+/- 180 meters Scaled)
 DM5952
 DM5952                          SUPERSEDED SURVEY CONTROL
 DM5952
 DM5952.No superseded survey control is available for this station.
 DM5952
 DM5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK664356(NAD 83)
 DM5952
 DM5952_MARKER: DB = BENCH MARK DISK
 DM5952_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5952_SP_SET: BOX CULVERT HEADWALL
 DM5952_STAMPING: 4210 B 1947
 DM5952_MARK LOGO: MNHD  
 DM5952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5952+STABILITY: SURFACE MOTION
 DM5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5952+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM5952
 DM5952  HISTORY     - Date     Condition        Report By
 DM5952  HISTORY     - 1947     MONUMENTED       MNHD
 DM5952  HISTORY     - 20090414 GOOD             MNDT
 DM5952
 DM5952                          STATION DESCRIPTION
 DM5952
 DM5952'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5952'THE MARK IS 2.75 MI (4.4 KM) SOUTHEAST ON TRUNK HIGHWAY 68 FROM THE
 DM5952'JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 10 AT MINNEOTA, AT TRUNK
 DM5952'HIGHWAY 68 STATION 470+40, AT TRUNK HIGHWAY 68 MILE POINT 29.45, IN
 DM5952'NORTHEAST CORNER OF TRUNK HIGHWAY 68 BOX CULVERT.
 DM5952' 
 DM5952'IT IS 24 FT (7.3 M) NORTHEAST OF TRUNK HIGHWAY 68.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5953 ***********************************************************************
 DM5953  DESIGNATION -  4210 C
 DM5953  PID         -  DM5953
 DM5953  STATE/COUNTY-  MN/LYON
 DM5953  COUNTRY     -  US
 DM5953  USGS QUAD   -  MINNEOTA (1967)
 DM5953
 DM5953                         *CURRENT SURVEY CONTROL
 DM5953  ______________________________________________________________________
 DM5953* NAD 83(1986) POSITION- 44 31 56.     (N) 095 55 53.     (W)   SCALED    
 DM5953* NAVD 88 ORTHO HEIGHT -   353.847  (meters)    1160.91  (feet) ADJUSTED  
 DM5953  ______________________________________________________________________
 DM5953  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DM5953  DYNAMIC HEIGHT  -        353.789 (meters)     1160.72  (feet) COMP
 DM5953  MODELED GRAVITY -    980,444.0   (mgal)                       NAVD 88
 DM5953
 DM5953  VERT ORDER      -  SECOND    CLASS I
 DM5953
 DM5953.The horizontal coordinates were scaled from a topographic map and have
 DM5953.an estimated accuracy of +/- 6 seconds.
 DM5953.
 DM5953.The orthometric height was determined by differential leveling and
 DM5953.adjusted in April 2012.
 DM5953
 DM5953.The dynamic height is computed by dividing the NAVD 88
 DM5953.geopotential number by the normal gravity value computed on the
 DM5953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5953.degrees latitude (g = 980.6199 gals.).
 DM5953
 DM5953.The modeled gravity was interpolated from observed gravity values.
 DM5953
 DM5953;                    North         East    Units  Estimated Accuracy
 DM5953;SPC MN S     -   272,060.      646,510.      MT  (+/- 180 meters Scaled)
 DM5953
 DM5953                          SUPERSEDED SURVEY CONTROL
 DM5953
 DM5953.No superseded survey control is available for this station.
 DM5953
 DM5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK670351(NAD 83)
 DM5953
 DM5953_MARKER: DB = BENCH MARK DISK
 DM5953_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5953_SP_SET: BOX CULVERT HEADWALL
 DM5953_STAMPING: 4210 C 1947
 DM5953_MARK LOGO: MNHD  
 DM5953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5953+STABILITY: SURFACE MOTION
 DM5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5953+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM5953
 DM5953  HISTORY     - Date     Condition        Report By
 DM5953  HISTORY     - 1947     MONUMENTED       MNHD
 DM5953  HISTORY     - 20090414 GOOD             MNDT
 DM5953
 DM5953                          STATION DESCRIPTION
 DM5953
 DM5953'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5953'THE MARK IS 3.2 MI (5.1 KM) SOUTHEAST ON TRUNK HIGHWAY 68 FROM THE
 DM5953'JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 10 AT MINNEOTA, AT TRUNK
 DM5953'HIGHWAY 68 STATION 496+85, AT TRUNK HIGHWAY 68 MILE POINT 29.95, IN
 DM5953'ABUTMENT OF TRUNK HIGHWAY 68 BRIDGE 5629 OVER COUNTY DITCH 37.
 DM5953' 
 DM5953'IT IS 23.0 FT (7.0 M) NORTHEAST OF TRUNK HIGHWAY 68.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5954 ***********************************************************************
 DM5954  DESIGNATION -  4210 D
 DM5954  PID         -  DM5954
 DM5954  STATE/COUNTY-  MN/LYON
 DM5954  COUNTRY     -  US
 DM5954  USGS QUAD   -  MINNEOTA (1967)
 DM5954
 DM5954                         *CURRENT SURVEY CONTROL
 DM5954  ______________________________________________________________________
 DM5954* NAD 83(1986) POSITION- 44 30 39.     (N) 095 53 15.     (W)   SCALED    
 DM5954* NAVD 88 ORTHO HEIGHT -   353.982  (meters)    1161.36  (feet) ADJUSTED  
 DM5954  ______________________________________________________________________
 DM5954  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 DM5954  DYNAMIC HEIGHT  -        353.923 (meters)     1161.16  (feet) COMP
 DM5954  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 DM5954
 DM5954  VERT ORDER      -  SECOND    CLASS I
 DM5954
 DM5954.The horizontal coordinates were scaled from a topographic map and have
 DM5954.an estimated accuracy of +/- 6 seconds.
 DM5954.
 DM5954.The orthometric height was determined by differential leveling and
 DM5954.adjusted in April 2012.
 DM5954
 DM5954.The dynamic height is computed by dividing the NAVD 88
 DM5954.geopotential number by the normal gravity value computed on the
 DM5954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5954.degrees latitude (g = 980.6199 gals.).
 DM5954
 DM5954.The modeled gravity was interpolated from observed gravity values.
 DM5954
 DM5954;                    North         East    Units  Estimated Accuracy
 DM5954;SPC MN S     -   269,600.      649,940.      MT  (+/- 180 meters Scaled)
 DM5954
 DM5954                          SUPERSEDED SURVEY CONTROL
 DM5954
 DM5954.No superseded survey control is available for this station.
 DM5954
 DM5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK704326(NAD 83)
 DM5954
 DM5954_MARKER: DB = BENCH MARK DISK
 DM5954_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM5954_SP_SET: BOX CULVERT HEADWALL
 DM5954_STAMPING: 4210 D 1947
 DM5954_MARK LOGO: MNHD  
 DM5954_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5954+STABILITY: SURFACE MOTION
 DM5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5954+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM5954
 DM5954  HISTORY     - Date     Condition        Report By
 DM5954  HISTORY     - 1947     MONUMENTED       MNHD
 DM5954  HISTORY     - 20090414 GOOD             MNDT
 DM5954
 DM5954                          STATION DESCRIPTION
 DM5954
 DM5954'DESCRIBED BY MN DEPT OF TRANSP 2009 (MPP)
 DM5954'THE MARK IS 0.3 MI (0.5 KM) SOUTHEAST ON TRUNK HIGHWAY 68 FROM THE
 DM5954'JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 5 (CHAPMAN STREET) AT
 DM5954'GHENT.
 DM5954' 
 DM5954'AT TRUNK HIGHWAY 68 STATION 636+10, AT TRUNK HIGHWAY 61 MILE POINT
 DM5954'32.60.
 DM5954' 
 DM5954'IT IS 20.7 FT (6.3 M) SOUTHWEST OF TRUNK HIGHWAY 68, IN SOUTHEAST
 DM5954'CORNER OF TRUNK HIGHWAY 68 BOX CULVERT (BRIDGE 5324).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1382 ***********************************************************************
 PQ1382  DESIGNATION -  4210 F
 PQ1382  PID         -  PQ1382
 PQ1382  STATE/COUNTY-  MN/LYON
 PQ1382  COUNTRY     -  US
 PQ1382  USGS QUAD   -  MARSHALL (1994)
 PQ1382
 PQ1382                         *CURRENT SURVEY CONTROL
 PQ1382  ______________________________________________________________________
 PQ1382* NAD 83(1986) POSITION- 44 29 38.29   (N) 095 51 26.96   (W)   HD_HELD1  
 PQ1382* NAVD 88 ORTHO HEIGHT -   353.447  (meters)    1159.60  (feet) ADJUSTED  
 PQ1382  ______________________________________________________________________
 PQ1382  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 PQ1382  DYNAMIC HEIGHT  -        353.388 (meters)     1159.41  (feet) COMP
 PQ1382  MODELED GRAVITY -    980,442.2   (mgal)                       NAVD 88
 PQ1382
 PQ1382  VERT ORDER      -  SECOND    CLASS I
 PQ1382
 PQ1382.The horizontal coordinates were established by differentially corrected
 PQ1382.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1382.
 PQ1382.The orthometric height was determined by differential leveling and
 PQ1382.adjusted in June 1995.
 PQ1382
 PQ1382.Photographs are available for this station.
 PQ1382
 PQ1382.The dynamic height is computed by dividing the NAVD 88
 PQ1382.geopotential number by the normal gravity value computed on the
 PQ1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1382.degrees latitude (g = 980.6199 gals.).
 PQ1382
 PQ1382.The modeled gravity was interpolated from observed gravity values.
 PQ1382
 PQ1382;                    North         East    Units  Estimated Accuracy
 PQ1382;SPC MN S     -   267,675.3     652,283.7     MT  (+/- 3 meters HH1 GPS) 
 PQ1382
 PQ1382                          SUPERSEDED SURVEY CONTROL
 PQ1382
 PQ1382.No superseded survey control is available for this station.
 PQ1382
 PQ1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7281030711(NAD 83)
 PQ1382
 PQ1382_MARKER: DB = BENCH MARK DISK
 PQ1382_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1382_SP_SET: CONCRETE BOX CULVERT HEADWALL
 PQ1382_STAMPING: 4210 F 1987
 PQ1382_MARK LOGO: MNDT  
 PQ1382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1382+STABILITY: SURFACE MOTION
 PQ1382
 PQ1382  HISTORY     - Date     Condition        Report By
 PQ1382  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1382
 PQ1382                          STATION DESCRIPTION
 PQ1382
 PQ1382'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1382'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTHEAST OF GHENT, IN THE
 PQ1382'NE 1/4 OF SECTION 23, T112N, R42W, IN THE NORTHEAST CORNER OF A TRUNK
 PQ1382'HIGHWAY 68 CONCRETE BOX CULVERT, 2.2 MI (3.5 KM) SOUTHEAST ALONG
 PQ1382'TRUNK HIGHWAY 68 FROM ITS JUNCTION WITH COUNTY ROAD 5 (CHAPMAN
 PQ1382'STREET) IN GHENT. THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1382'STAMPED---4210 F 1987---, IS SET FLUSH IN THE TOP OF THE NORTHEAST
 PQ1382'HEADWALL OF THE BOX CULVERT AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL
 PQ1382'OF THE HIGHWAY.  THE MARK IS 27.4 FT (8.4 M) NORTHEAST OF THE
 PQ1382'CENTERLINE OF TRUNK HIGHWAY 68 AT MILEPOINT 34.5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1380 ***********************************************************************
 PQ1380  DESIGNATION -  4210 G
 PQ1380  PID         -  PQ1380
 PQ1380  STATE/COUNTY-  MN/LYON
 PQ1380  COUNTRY     -  US
 PQ1380  USGS QUAD   -  MARSHALL (1994)
 PQ1380
 PQ1380                         *CURRENT SURVEY CONTROL
 PQ1380  ______________________________________________________________________
 PQ1380* NAD 83(1986) POSITION- 44 28 42.44   (N) 095 50 07.21   (W)   HD_HELD1  
 PQ1380* NAVD 88 ORTHO HEIGHT -   353.969  (meters)    1161.31  (feet) ADJUSTED  
 PQ1380  ______________________________________________________________________
 PQ1380  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 PQ1380  DYNAMIC HEIGHT  -        353.910 (meters)     1161.12  (feet) COMP
 PQ1380  MODELED GRAVITY -    980,441.4   (mgal)                       NAVD 88
 PQ1380
 PQ1380  VERT ORDER      -  SECOND    CLASS I
 PQ1380
 PQ1380.The horizontal coordinates were established by differentially corrected
 PQ1380.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1380.
 PQ1380.The orthometric height was determined by differential leveling and
 PQ1380.adjusted in June 1995.
 PQ1380
 PQ1380.Photographs are available for this station.
 PQ1380
 PQ1380.The dynamic height is computed by dividing the NAVD 88
 PQ1380.geopotential number by the normal gravity value computed on the
 PQ1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1380.degrees latitude (g = 980.6199 gals.).
 PQ1380
 PQ1380.The modeled gravity was interpolated from observed gravity values.
 PQ1380
 PQ1380;                    North         East    Units  Estimated Accuracy
 PQ1380;SPC MN S     -   265,912.1     654,006.4     MT  (+/- 3 meters HH1 GPS) 
 PQ1380
 PQ1380                          SUPERSEDED SURVEY CONTROL
 PQ1380
 PQ1380.No superseded survey control is available for this station.
 PQ1380
 PQ1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7451228926(NAD 83)
 PQ1380
 PQ1380_MARKER: DB = BENCH MARK DISK
 PQ1380_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1380_SP_SET: BOX CULVERT HEADWALL
 PQ1380_STAMPING: 4210 G 1987
 PQ1380_MARK LOGO: MNDT  
 PQ1380_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1380+STABILITY: SURFACE MOTION
 PQ1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1380+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 PQ1380
 PQ1380  HISTORY     - Date     Condition        Report By
 PQ1380  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1380  HISTORY     - 20090414 GOOD             MNDT
 PQ1380
 PQ1380                          STATION DESCRIPTION
 PQ1380
 PQ1380'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1380'THE MARK IS LOCATED ABOUT 3.33 MI (5.36 KM) NORTHWEST OF THE TOWN OF
 PQ1380'MARSHALL, IN THE SW 1/4 OF SECTION 30, T112N, R41W, 2.6 MI (4.2 KM)
 PQ1380'NORTHWEST ALONG TRUNK HIGHWAY 68 FROM ITS NORTH JUNCTION WITH TRUNK
 PQ1380'HIGHWAY 59 NEAR THE NORTHWEST EDGE OF MARSHALL, IN THE NORTHEAST
 PQ1380'CORNER OF A TRUNK HIGHWAY 68 CONCRETE BOX CULVERT.  THE MARK, A
 PQ1380'STANDARD MNDT BENCH MARK DISK STAMPED---4210 G 1987---, IS SET FLUSH
 PQ1380'IN THE TOP OF THE NORTHEAST WINGWALL OF THE BOX CULVERT AND IS ABOUT
 PQ1380'1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 22.6 FT
 PQ1380'(6.9 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 68 AT MILEPOINT
 PQ1380'36.05 AND 0.6 FT (18.3 CM) NORTHWEST OF A STEEL POST.
 PQ1380
 PQ1380                          STATION RECOVERY (2009)
 PQ1380
 PQ1380'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PQ1380'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1379 ***********************************************************************
 PQ1379  DESIGNATION -  4210 H
 PQ1379  PID         -  PQ1379
 PQ1379  STATE/COUNTY-  MN/LYON
 PQ1379  COUNTRY     -  US
 PQ1379  USGS QUAD   -  MARSHALL (1994)
 PQ1379
 PQ1379                         *CURRENT SURVEY CONTROL
 PQ1379  ______________________________________________________________________
 PQ1379* NAD 83(1986) POSITION- 44 28 24.43   (N) 095 49 41.46   (W)   HD_HELD1  
 PQ1379* NAVD 88 ORTHO HEIGHT -   353.288  (meters)    1159.08  (feet) ADJUSTED  
 PQ1379  ______________________________________________________________________
 PQ1379  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 PQ1379  DYNAMIC HEIGHT  -        353.229 (meters)     1158.89  (feet) COMP
 PQ1379  MODELED GRAVITY -    980,441.2   (mgal)                       NAVD 88
 PQ1379
 PQ1379  VERT ORDER      -  SECOND    CLASS I
 PQ1379
 PQ1379.The horizontal coordinates were established by differentially corrected
 PQ1379.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1379.
 PQ1379.The orthometric height was determined by differential leveling and
 PQ1379.adjusted in June 1995.
 PQ1379
 PQ1379.Photographs are available for this station.
 PQ1379
 PQ1379.The dynamic height is computed by dividing the NAVD 88
 PQ1379.geopotential number by the normal gravity value computed on the
 PQ1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1379.degrees latitude (g = 980.6199 gals.).
 PQ1379
 PQ1379.The modeled gravity was interpolated from observed gravity values.
 PQ1379
 PQ1379;                    North         East    Units  Estimated Accuracy
 PQ1379;SPC MN S     -   265,343.6     654,562.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1379
 PQ1379                          SUPERSEDED SURVEY CONTROL
 PQ1379
 PQ1379.No superseded survey control is available for this station.
 PQ1379
 PQ1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7506128351(NAD 83)
 PQ1379
 PQ1379_MARKER: DB = BENCH MARK DISK
 PQ1379_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1379_SP_SET: BOX CULVERT HEADWALL
 PQ1379_STAMPING: 4210 H 1987
 PQ1379_MARK LOGO: MNDT  
 PQ1379_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1379+STABILITY: SURFACE MOTION
 PQ1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1379+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 PQ1379
 PQ1379  HISTORY     - Date     Condition        Report By
 PQ1379  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1379  HISTORY     - 20080806 GOOD             INDIV
 PQ1379  HISTORY     - 20090414 GOOD             MNDT
 PQ1379
 PQ1379                          STATION DESCRIPTION
 PQ1379
 PQ1379'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1379'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF THE TOWN OF
 PQ1379'MARSHALL, IN THE SW 1/4 OF SECTION 30, T112N, R41W, 2.5 MI (4.0 KM)
 PQ1379'NORTHWEST ALONG TRUNK HIGHWAY 68 FROM ITS NORTH JUNCTION WITH TRUNK
 PQ1379'HIGHWAY 59 NEAR THE NORTHWEST EDGE OF MARSHALL, IN THE NORTHEAST
 PQ1379'CORNER OF A TRUNK HIGHWAY 68 CONCRETE BOX CULVERT.  THE MARK, A
 PQ1379'STANDARD MNDT BENCH MARK DISK STAMPED---4210 H 1987---, IS SET FLUSH
 PQ1379'IN THE TOP OF THE NORTHEAST HEADWALL OF THE BOX CULVERT AND IS ABOUT
 PQ1379'2 FT (0.6 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 23.5 FT
 PQ1379'(7.2 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 68 AT MILEPOINT
 PQ1379'36.55 AND 1.6 FT (0.5 M) NORTHWEST OF A STEEL POST.
 PQ1379
 PQ1379                          STATION RECOVERY (2008)
 PQ1379
 PQ1379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CLB)
 PQ1379'RECOVERED IN GOOD CONDITION
 PQ1379
 PQ1379                          STATION RECOVERY (2009)
 PQ1379
 PQ1379'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PQ1379'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1377 ***********************************************************************
 PQ1377  DESIGNATION -  4210 J
 PQ1377  PID         -  PQ1377
 PQ1377  STATE/COUNTY-  MN/LYON
 PQ1377  COUNTRY     -  US
 PQ1377  USGS QUAD   -  MARSHALL (1994)
 PQ1377
 PQ1377                         *CURRENT SURVEY CONTROL
 PQ1377  ______________________________________________________________________
 PQ1377* NAD 83(1986) POSITION- 44 27 31.16   (N) 095 48 22.70   (W)   HD_HELD1  
 PQ1377* NAVD 88 ORTHO HEIGHT -   354.699  (meters)    1163.71  (feet) ADJUSTED  
 PQ1377  ______________________________________________________________________
 PQ1377  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 PQ1377  DYNAMIC HEIGHT  -        354.639 (meters)     1163.51  (feet) COMP
 PQ1377  MODELED GRAVITY -    980,440.7   (mgal)                       NAVD 88
 PQ1377
 PQ1377  VERT ORDER      -  SECOND    CLASS I
 PQ1377
 PQ1377.The horizontal coordinates were established by differentially corrected
 PQ1377.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1377.
 PQ1377.The orthometric height was determined by differential leveling and
 PQ1377.adjusted in February 2011.
 PQ1377
 PQ1377.No vertical observational check was made to the station.
 PQ1377
 PQ1377.Photographs are available for this station.
 PQ1377
 PQ1377.The dynamic height is computed by dividing the NAVD 88
 PQ1377.geopotential number by the normal gravity value computed on the
 PQ1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1377.degrees latitude (g = 980.6199 gals.).
 PQ1377
 PQ1377.The modeled gravity was interpolated from observed gravity values.
 PQ1377
 PQ1377;                    North         East    Units  Estimated Accuracy
 PQ1377;SPC MN S     -   263,661.2     656,266.7     MT  (+/- 3 meters HH1 GPS) 
 PQ1377
 PQ1377                          SUPERSEDED SURVEY CONTROL
 PQ1377
 PQ1377  NAVD 88 (06/15/95)  354.693  (m)         1163.69   (f) SUPERSEDED  2 1
 PQ1377
 PQ1377.Superseded values are not recommended for survey control.
 PQ1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1377.See file dsdata.txt to determine how the superseded data were derived.
 PQ1377
 PQ1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7674526647(NAD 83)
 PQ1377
 PQ1377_MARKER: DB = BENCH MARK DISK
 PQ1377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1377_SP_SET: BRIDGE ABUTMENT
 PQ1377_STAMPING: 4210 J 1987
 PQ1377_MARK LOGO: MNDT  
 PQ1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1377+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2009
 PQ1377
 PQ1377  HISTORY     - Date     Condition        Report By
 PQ1377  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1377  HISTORY     - 20061011 GOOD             MNDT
 PQ1377  HISTORY     - 20090518 GOOD             MNDT
 PQ1377
 PQ1377                          STATION DESCRIPTION
 PQ1377
 PQ1377'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1377'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) NORTHWEST OF THE TOWN OF
 PQ1377'MARSHALL, IN THE SE 1/4 OF SECTION 32, T112N, R41W, IN THE SOUTHEAST
 PQ1377'CORNER OF THE TRUNK HIGHWAY 68 BRIDGE OVER THE DIVERSION CANAL FOR
 PQ1377'THE REDWOOD RIVER, 0.65 MI (1.05 KM) NORTHWEST ALONG TRUNK HIGHWAY 68
 PQ1377'FROM ITS NORTH JUNCTION WITH TRUNK HIGHWAY 59 NEAR THE NORTHWEST EDGE
 PQ1377'OF MARSHALL. THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4210
 PQ1377'J 1987---, IS SET FLUSH IN THE TOP OF THE SOUTHEAST HEADWALL OF THE
 PQ1377'BRIDGE AND IS ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE HIGHWAY.
 PQ1377'THE MARK IS 20.0 FT (6.1 M) SOUTHWEST OF THE CENTERLINE OF TRUNK
 PQ1377'HIGHWAY 68 AT MILEPOINT 38.1.
 PQ1377
 PQ1377                          STATION RECOVERY (2006)
 PQ1377
 PQ1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DKH)
 PQ1377'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1377'THE MARK IS 1.0 MI (1.6 KM) NORTHWEST OF MARSHALL, AT TRUNK HIGHWAY 68
 PQ1377'MILE POINT 38.1, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 68 BRIDGE 42002
 PQ1377'OVER DIVERSION CANAL OF REDWOOD RIVER, 0.65 MI (1.0 KM) NORTHWEST ON
 PQ1377'TRUNK HIGHWAY 68 FROM NORTH JUNCTION OF TRUNK HIGHWAY 68 AND TRUNK
 PQ1377'HIGHWAY 59, 20 FT (6.1 M) SOUTHWEST OF TRUNK HIGHWAY 68.
 PQ1377
 PQ1377                          STATION RECOVERY (2009)
 PQ1377
 PQ1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PQ1377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1381 ***********************************************************************
 PQ1381  DESIGNATION -  4210 K
 PQ1381  PID         -  PQ1381
 PQ1381  STATE/COUNTY-  MN/LYON
 PQ1381  COUNTRY     -  US
 PQ1381  USGS QUAD   -  MARSHALL (1994)
 PQ1381
 PQ1381                         *CURRENT SURVEY CONTROL
 PQ1381  ______________________________________________________________________
 PQ1381* NAD 83(2007) POSITION- 44 29 12.83967(N) 095 50 47.34908(W)   ADJUSTED  
 PQ1381* NAD 83(2007) ELLIP HT-   327.735 (meters)        (11/04/09)   ADJUSTED
 PQ1381* NAD 83(2007) EPOCH   -  2002.00
 PQ1381* NAVD 88 ORTHO HEIGHT -   354.622  (meters)    1163.46  (feet) ADJUSTED  
 PQ1381  ______________________________________________________________________
 PQ1381  NAD 83(2007) X  -   -464,289.722 (meters)                     COMP
 PQ1381  NAD 83(2007) Y  - -4,534,253.515 (meters)                     COMP
 PQ1381  NAD 83(2007) Z  -  4,447,079.448 (meters)                     COMP
 PQ1381  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 PQ1381  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 PQ1381  DYNAMIC HEIGHT  -        354.563 (meters)     1163.26  (feet) COMP
 PQ1381  MODELED GRAVITY -    980,441.9   (mgal)                       NAVD 88
 PQ1381
 PQ1381  HORZ ORDER      -  FIRST
 PQ1381  VERT ORDER      -  SECOND    CLASS I
 PQ1381  ELLP ORDER      -  THIRD     CLASS I
 PQ1381
 PQ1381.The horizontal coordinates were established by GPS observations
 PQ1381.and adjusted by the MN DEPT OF TRANSP in November 2009.
 PQ1381
 PQ1381.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1381.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1381
 PQ1381.The horizontal coordinates are valid at the epoch date displayed above
 PQ1381.which is a decimal equivalence of Year/Month/Day.
 PQ1381
 PQ1381.The orthometric height was determined by differential leveling and
 PQ1381.adjusted in June 1995.
 PQ1381
 PQ1381.Photographs are available for this station.
 PQ1381
 PQ1381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1381
 PQ1381.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1381
 PQ1381.The ellipsoidal height was determined by GPS observations
 PQ1381.and is referenced to NAD 83.
 PQ1381
 PQ1381.The dynamic height is computed by dividing the NAVD 88
 PQ1381.geopotential number by the normal gravity value computed on the
 PQ1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1381.degrees latitude (g = 980.6199 gals.).
 PQ1381
 PQ1381.The modeled gravity was interpolated from observed gravity values.
 PQ1381
 PQ1381. The following values were computed from the NAD 83(2007) position.
 PQ1381
 PQ1381;                    North         East     Units Scale Factor Converg.
 PQ1381;SPC MN S     -   266,870.139   653,140.847   MT  0.99992207   -1 17 39.3
 PQ1381;SPC MN S     -   875,556.45  2,142,846.26   sFT  0.99992207   -1 17 39.3
 PQ1381;UTM  15      - 4,929,895.569   273,658.320   MT  1.00023006   -1 59 43.8
 PQ1381
 PQ1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1381!SPC MN S     -   0.99994862  x   0.99992207  =   0.99987069
 PQ1381!UTM  15      -   0.99994862  x   1.00023006  =   1.00017866
 PQ1381
 PQ1381:                Primary Azimuth Mark                     Grid Az
 PQ1381:SPC MN S     -  4210 AL                                  136 28 47.2
 PQ1381:UTM  15      -  4210 AL                                  137 10 51.7
 PQ1381
 PQ1381|---------------------------------------------------------------------|
 PQ1381| PID    Reference Object                     Distance      Geod. Az  |
 PQ1381|                                                           dddmmss.s |
 PQ1381| DL5846 4210 AL                             APPROX. 1.1 KM 1351107.9 |
 PQ1381|---------------------------------------------------------------------|
 PQ1381
 PQ1381                          SUPERSEDED SURVEY CONTROL
 PQ1381
 PQ1381  NAVD 88 (11/04/09)  354.62   (m)         1163.4    (f) LEVELING    3  
 PQ1381
 PQ1381.Superseded values are not recommended for survey control.
 PQ1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1381.See file dsdata.txt to determine how the superseded data were derived.
 PQ1381
 PQ1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7365829895(NAD 83)
 PQ1381
 PQ1381_MARKER: DV = VERTICAL CONTROL DISK
 PQ1381_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1381_SP_SET: ALUMINUM ALLOY ROD
 PQ1381_STAMPING: 4210 K 1987
 PQ1381_MARK LOGO: MNDT  
 PQ1381_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1381+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 PQ1381
 PQ1381  HISTORY     - Date     Condition        Report By
 PQ1381  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1381  HISTORY     - 20090414 GOOD             MNDT
 PQ1381
 PQ1381                          STATION DESCRIPTION
 PQ1381
 PQ1381'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1381'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTHWEST OF THE TOWN OF
 PQ1381'MARSHALL, IN THE SW 1/4 OF SECTION 24, T112N, R42W, IN THE NORTHEAST
 PQ1381'QUADRANT OF THE INTERSECTION OF TRUNK HIGWAY 68 AND AN EAST-WEST
 PQ1381'GRAVEL ROAD, 3.45 MI (5.55 KM) NORTHWEST ALONG TRUNK HIGWAY 68 FROM
 PQ1381'ITS NORTH JUNCTION WITH TRUNK HIGWAY 59 NEAR THE NORTHWEST EDGE OF
 PQ1381'MARSHALL.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1381'MONUMNET DISK STAMPED---4210 K 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1381'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1381'SURFACE OF THE GROUND AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 PQ1381'GRAVEL ROAD.  THE MARK IS 225 FT (68.6 M) NORTHEAST OF THE CENTERLINE
 PQ1381'OF TRUNK HIGHWAY 68 AT MILEPOINT 34.8, 33.5 FT (10.2 M) NORTH OF THE
 PQ1381'CENTER OF A GRAVEL ROAD, 11.5 FT (3.5 M) EAST OF THE CENTER OF A
 PQ1381'FIELD ENTRANCE, 114.2 FT (34.8 M) NORTHEAST OF A POWER POLE, 2.3 FT
 PQ1381'(0.7 M) SOUTH OF AN EAST WOOD GATE POST, 1.9 FT (0.6 M) SOUTH OF A
 PQ1381'FENCE, AND 0.8 FT (24.4 CM) WEST OF A STEEL WITNESS POST.  A MAGNET
 PQ1381'IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1381
 PQ1381                          STATION RECOVERY (2009)
 PQ1381
 PQ1381'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PQ1381'3.45 MILES NORTHWEST ON TRUNK HIGHWAY 68 FROM NORTH JUNCTION OF TRUNK
 PQ1381'HIGHWAY 68 AND TRUNK HIGHWAY 59 AT MARSHALL, AT TRUNK HIGHWAY 68
 PQ1381'MILEPOINT 34.8, 225 FEET NORTHEAST OF TRUNK HIGHWAY 68, 33.5 FEET
 PQ1381'NORTH OF 300TH STREET, 11.5 FEET EAST OF FIELD ENTRANCE, 114.2 FEET
 PQ1381'NORTHEAST OF POWER POLE, 2.3 FEET SOUTH OF EAST WOOD GATE POST, 1.9
 PQ1381'FEET SOUTH OF FENCE, 0.8 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1378 ***********************************************************************
 PQ1378  DESIGNATION -  4210 L
 PQ1378  PID         -  PQ1378
 PQ1378  STATE/COUNTY-  MN/LYON
 PQ1378  COUNTRY     -  US
 PQ1378  USGS QUAD   -  MARSHALL (1994)
 PQ1378
 PQ1378                         *CURRENT SURVEY CONTROL
 PQ1378  ______________________________________________________________________
 PQ1378* NAD 83(2007) POSITION- 44 27 59.46478(N) 095 49 04.78564(W)   ADJUSTED  
 PQ1378* NAD 83(2007) ELLIP HT-   327.919 (meters)        (11/04/09)   ADJUSTED
 PQ1378* NAD 83(2007) EPOCH   -  2002.00
 PQ1378* NAVD 88 ORTHO HEIGHT -   354.841  (meters)    1164.17  (feet) ADJUSTED  
 PQ1378  ______________________________________________________________________
 PQ1378  NAD 83(2007) X  -   -462,195.920 (meters)                     COMP
 PQ1378  NAD 83(2007) Y  - -4,536,062.668 (meters)                     COMP
 PQ1378  NAD 83(2007) Z  -  4,445,463.430 (meters)                     COMP
 PQ1378  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC09
 PQ1378  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PQ1378  DYNAMIC HEIGHT  -        354.781 (meters)     1163.98  (feet) COMP
 PQ1378  MODELED GRAVITY -    980,441.0   (mgal)                       NAVD 88
 PQ1378
 PQ1378  HORZ ORDER      -  FIRST
 PQ1378  VERT ORDER      -  SECOND    CLASS I
 PQ1378  ELLP ORDER      -  THIRD     CLASS I
 PQ1378
 PQ1378.The horizontal coordinates were established by GPS observations
 PQ1378.and adjusted by the MN DEPT OF TRANSP in November 2009.
 PQ1378
 PQ1378.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1378.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1378
 PQ1378.The horizontal coordinates are valid at the epoch date displayed above
 PQ1378.which is a decimal equivalence of Year/Month/Day.
 PQ1378
 PQ1378.The orthometric height was determined by differential leveling and
 PQ1378.adjusted in June 1995.
 PQ1378
 PQ1378.Photographs are available for this station.
 PQ1378
 PQ1378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1378
 PQ1378.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1378
 PQ1378.The ellipsoidal height was determined by GPS observations
 PQ1378.and is referenced to NAD 83.
 PQ1378
 PQ1378.The dynamic height is computed by dividing the NAVD 88
 PQ1378.geopotential number by the normal gravity value computed on the
 PQ1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1378.degrees latitude (g = 980.6199 gals.).
 PQ1378
 PQ1378.The modeled gravity was interpolated from observed gravity values.
 PQ1378
 PQ1378. The following values were computed from the NAD 83(2007) position.
 PQ1378
 PQ1378;                    North         East     Units Scale Factor Converg.
 PQ1378;SPC MN S     -   264,555.215   655,356.030   MT  0.99992223   -1 16 27.4
 PQ1378;SPC MN S     -   867,961.57  2,150,113.91   sFT  0.99992223   -1 16 27.4
 PQ1378;UTM  15      - 4,927,553.014   275,845.679   MT  1.00021795   -1 58 29.3
 PQ1378
 PQ1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1378!SPC MN S     -   0.99994859  x   0.99992223  =   0.99987082
 PQ1378!UTM  15      -   0.99994859  x   1.00021795  =   1.00016652
 PQ1378
 PQ1378:                Primary Azimuth Mark                     Grid Az
 PQ1378:SPC MN S     -  4210 AM                                  316 54 44.5
 PQ1378:UTM  15      -  4210 AM                                  317 36 46.4
 PQ1378
 PQ1378|---------------------------------------------------------------------|
 PQ1378| PID    Reference Object                     Distance      Geod. Az  |
 PQ1378|                                                           dddmmss.s |
 PQ1378| DL5847 4210 AM                             APPROX. 0.8 KM 3153817.1 |
 PQ1378|---------------------------------------------------------------------|
 PQ1378
 PQ1378                          SUPERSEDED SURVEY CONTROL
 PQ1378
 PQ1378  NAVD 88 (11/04/09)  354.84   (m)         1164.2    (f) LEVELING    3  
 PQ1378
 PQ1378.Superseded values are not recommended for survey control.
 PQ1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1378.See file dsdata.txt to determine how the superseded data were derived.
 PQ1378
 PQ1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7584527553(NAD 83)
 PQ1378
 PQ1378_MARKER: DV = VERTICAL CONTROL DISK
 PQ1378_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1378_SP_SET: ALUMINUM ALLOY ROD
 PQ1378_STAMPING: 4210 L 1987
 PQ1378_MARK LOGO: MNDT  
 PQ1378_PROJECTION: FLUSH
 PQ1378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1378+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 PQ1378
 PQ1378  HISTORY     - Date     Condition        Report By
 PQ1378  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1378  HISTORY     - 20080806 GOOD             INDIV
 PQ1378  HISTORY     - 20090414 GOOD             MNDT
 PQ1378
 PQ1378                          STATION DESCRIPTION
 PQ1378
 PQ1378'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1378'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF THE TOWN OF
 PQ1378'MARSHALL, IN THE NE 1/4 OF SECTION 31, T112N, R41W, NEAR A FIELD
 PQ1378'ENTRANCE ON THE NORTHEAST RIGHT-OF-WAY OF TRUNK HIGHWAY 68 AT
 PQ1378'MILEPOINT 37.2, 1.4 MI (2.3 KM) NORTHWEST ALONG TRUNK HIGHWAY 68 FROM
 PQ1378'ITS NORTH JUNCTION WITH TRUNK HIGHWAY 59 NEAR THE NORTHWEST EDGE OF
 PQ1378'MARSHALL.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1378'MONUMENT DISK STAMPED---4210 L 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1378'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1378'SURFACE OF THE GROUND AND ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE
 PQ1378'HIGHWAY.  THE MARK IS 74.5 FT (22.7 M) NORTHEAST OF THE CENTERLINE OF
 PQ1378'TRUNK HIGHWAY 68, 150 FT (45.7 M) NORTHWEST OF THE CENTER OF A FIELD
 PQ1378'ENTRANCE, AND 1.2 FT (0.4 M) WEST OF A STEEL WITNESS POST.  A MAGNET
 PQ1378'IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1378
 PQ1378                          STATION RECOVERY (2008)
 PQ1378
 PQ1378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CLB)
 PQ1378'RECOVERED IN GOOD CONDITION AS DESCRIBED
 PQ1378
 PQ1378                          STATION RECOVERY (2009)
 PQ1378
 PQ1378'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 PQ1378'1.4 MILES NORTHWEST ON TRUNK HIGHWAY 68 FROM NORTH JUNCTION OF TRUNK
 PQ1378'HIGHWAY 68 AND TRUNK HIGHWAY 59 AT MARSHALL, AT TRUNK HIGHWAY 68
 PQ1378'MILEPOINT 37.2, 74.5 FEET NORTHEAST OF TRUNK HIGHWAY 68, 150 FEET
 PQ1378'NORTHWEST OF FIELD ENTRANCE, 1.2 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5848 ***********************************************************************
 DL5848  DESIGNATION -  4210 N
 DL5848  PID         -  DL5848
 DL5848  STATE/COUNTY-  MN/LYON
 DL5848  COUNTRY     -  US
 DL5848  USGS QUAD   -  TAUNTON (1967)
 DL5848
 DL5848                         *CURRENT SURVEY CONTROL
 DL5848  ______________________________________________________________________
 DL5848* NAD 83(2007) POSITION- 44 34 31.21463(N) 096 01 20.01005(W)   ADJUSTED  
 DL5848* NAD 83(2007) ELLIP HT-   333.315 (meters)        (11/04/09)   ADJUSTED
 DL5848* NAD 83(2007) EPOCH   -  2002.00
 DL5848* NAVD 88 ORTHO HEIGHT -   359.874  (meters)    1180.69  (feet) ADJUSTED  
 DL5848  ______________________________________________________________________
 DL5848  NAD 83(2007) X  -   -477,472.419 (meters)                     COMP
 DL5848  NAD 83(2007) Y  - -4,525,957.816 (meters)                     COMP
 DL5848  NAD 83(2007) Z  -  4,454,089.384 (meters)                     COMP
 DL5848  LAPLACE CORR    -         -5.70  (seconds)                    DEFLEC09
 DL5848  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 DL5848  DYNAMIC HEIGHT  -        359.819 (meters)     1180.51  (feet) COMP
 DL5848  MODELED GRAVITY -    980,454.4   (mgal)                       NAVD 88
 DL5848
 DL5848  HORZ ORDER      -  FIRST
 DL5848  VERT ORDER      -  SECOND    CLASS I
 DL5848  ELLP ORDER      -  THIRD     CLASS I
 DL5848
 DL5848.The horizontal coordinates were established by GPS observations
 DL5848.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5848
 DL5848.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5848.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5848
 DL5848.The horizontal coordinates are valid at the epoch date displayed above
 DL5848.which is a decimal equivalence of Year/Month/Day.
 DL5848
 DL5848.The orthometric height was determined by differential leveling and
 DL5848.adjusted in January 2011.
 DL5848
 DL5848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5848
 DL5848.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5848
 DL5848.The ellipsoidal height was determined by GPS observations
 DL5848.and is referenced to NAD 83.
 DL5848
 DL5848.The dynamic height is computed by dividing the NAVD 88
 DL5848.geopotential number by the normal gravity value computed on the
 DL5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5848.degrees latitude (g = 980.6199 gals.).
 DL5848
 DL5848.The modeled gravity was interpolated from observed gravity values.
 DL5848
 DL5848. The following values were computed from the NAD 83(2007) position.
 DL5848
 DL5848;                    North         East     Units Scale Factor Converg.
 DL5848;SPC MN S     -   277,024.529   639,409.341   MT  0.99992287   -1 25 02.8
 DL5848;SPC MN S     -   908,871.31  2,097,795.48   sFT  0.99992287   -1 25 02.8
 DL5848;UTM  14      - 4,940,091.423   736,423.088   MT  1.00028743   +2 05 27.3
 DL5848;UTM  15      - 4,940,221.235   260,047.712   MT  1.00030811   -2 07 19.7
 DL5848
 DL5848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5848!SPC MN S     -   0.99994774  x   0.99992287  =   0.99987061
 DL5848!UTM  14      -   0.99994774  x   1.00028743  =   1.00023516
 DL5848!UTM  15      -   0.99994774  x   1.00030811  =   1.00025583
 DL5848
 DL5848:                Primary Azimuth Mark                     Grid Az
 DL5848:SPC MN S     -  4210 W                                   121 38 34.4
 DL5848:UTM  14      -  4210 W                                   118 08 04.3
 DL5848:UTM  15      -  4210 W                                   122 20 51.3
 DL5848
 DL5848|---------------------------------------------------------------------|
 DL5848| PID    Reference Object                     Distance      Geod. Az  |
 DL5848|                                                           dddmmss.s |
 DL5848| DL5855 4210 W                              APPROX. 0.9 KM 1201331.6 |
 DL5848|---------------------------------------------------------------------|
 DL5848
 DL5848                          SUPERSEDED SURVEY CONTROL
 DL5848
 DL5848  NAVD 88 (11/04/09)  359.87   (m)         1180.7    (f) LEVELING    3  
 DL5848
 DL5848.Superseded values are not recommended for survey control.
 DL5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5848.See file dsdata.txt to determine how the superseded data were derived.
 DL5848
 DL5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3642340091(NAD 83)
 DL5848
 DL5848_MARKER: DD = SURVEY DISK
 DL5848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5848_STAMPING: 4210 N 2006
 DL5848_MARK LOGO: MNDT  
 DL5848_PROJECTION: FLUSH
 DL5848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5848+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DL5848_ROD/PIPE-DEPTH:  6.1 meters
 DL5848
 DL5848  HISTORY     - Date     Condition        Report By
 DL5848  HISTORY     - 2006     MONUMENTED       MNDT
 DL5848  HISTORY     - 20060924 GOOD             MNDT
 DL5848  HISTORY     - 20090414 GOOD             MNDT
 DL5848
 DL5848                          STATION DESCRIPTION
 DL5848
 DL5848'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5848'THE MARK IS 2.5 MI (4.0 KM) SOUTHEAST OF TAUNTON, 2.55 MI (4.1 KM)
 DL5848'SOUTHEAST ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF TRUNK HIGHWAY 68
 DL5848'AND COUNTY ROAD 1 NORTH IN TAUNTON, AT TRUNK HIGHWAY 68 MILE POINT
 DL5848'24.60.
 DL5848' 
 DL5848'IT IS 73.0 FT (22.3 M) NORTHEAST OF TRUNK HIGHWAY 68, 2.6 FT (0.8 M)
 DL5848'SOUTHWEST OF A FENCE CORNER POST, 1.5 FT (0.5 M) SOUTHWEST OF A
 DL5848'WITNESS POST.
 DL5848
 DL5848                          STATION RECOVERY (2009)
 DL5848
 DL5848'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5848'2.50 MILES SOUTHEAST OF TAUNTON, 2.55 MILES SOUTHEAST ALONG TRUNK
 DL5848'HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1 NORTH
 DL5848'IN TAUNTON, AT TRUNK HIGHWAY 68 MILEPOINT 24.60, 73.0 FEET NORTHEAST
 DL5848'OF TRUNK HIGHWAY 68, 2.6 FEET SOUTHWEST OF FENCE CORNER POST, 1.5 FEET
 DL5848'SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4081 ***********************************************************************
 DM4081  DESIGNATION -  4210 P
 DM4081  PID         -  DM4081
 DM4081  STATE/COUNTY-  MN/LYON
 DM4081  COUNTRY     -  US
 DM4081  USGS QUAD   -  TAUNTON (1967)
 DM4081
 DM4081                         *CURRENT SURVEY CONTROL
 DM4081  ______________________________________________________________________
 DM4081* NAD 83(1986) POSITION- 44 35 15.     (N) 096 03 10.     (W)   SCALED    
 DM4081* NAVD 88 ORTHO HEIGHT -   356.813  (meters)    1170.64  (feet) ADJUSTED  
 DM4081  ______________________________________________________________________
 DM4081  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DM4081  DYNAMIC HEIGHT  -        356.761 (meters)     1170.47  (feet) COMP
 DM4081  MODELED GRAVITY -    980,459.6   (mgal)                       NAVD 88
 DM4081
 DM4081  VERT ORDER      -  SECOND    CLASS I
 DM4081
 DM4081.The horizontal coordinates were scaled from a topographic map and have
 DM4081.an estimated accuracy of +/- 6 seconds.
 DM4081.
 DM4081.The orthometric height was determined by differential leveling and
 DM4081.adjusted in January 2011.
 DM4081
 DM4081.The dynamic height is computed by dividing the NAVD 88
 DM4081.geopotential number by the normal gravity value computed on the
 DM4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4081.degrees latitude (g = 980.6199 gals.).
 DM4081
 DM4081.The modeled gravity was interpolated from observed gravity values.
 DM4081
 DM4081;                    North         East    Units  Estimated Accuracy
 DM4081;SPC MN S     -   278,440.      637,020.      MT  (+/- 180 meters Scaled)
 DM4081
 DM4081                          SUPERSEDED SURVEY CONTROL
 DM4081
 DM4081.No superseded survey control is available for this station.
 DM4081
 DM4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ339413(NAD 83)
 DM4081
 DM4081_MARKER: DV = VERTICAL CONTROL DISK
 DM4081_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4081_SP_SET: BRIDGE RAILING
 DM4081_STAMPING: 4210 P 2006
 DM4081_MARK LOGO: MNDT  
 DM4081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4081+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DM4081
 DM4081  HISTORY     - Date     Condition        Report By
 DM4081  HISTORY     - 1986     MONUMENTED       MNDT
 DM4081  HISTORY     - 20060912 GOOD             MNDT
 DM4081  HISTORY     - 20090414 GOOD             MNDT
 DM4081
 DM4081                          STATION DESCRIPTION
 DM4081
 DM4081'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DM4081'THE MARK IS 1.0 MI (1.6 KM) SOUTHEAST OF TAUNTON IN RAILING IN
 DM4081'SOUTHEAST CORNER OF TRUNK HIGHWAY 68 BRIDGE NUMBER 42011 OVER CREEK,
 DM4081'0.75 MI (1.2 KM) SOUTHEAST ALONG TRUNK HIGHWAY 68 FROM THE JUNCTION OF
 DM4081'TRUNK HIGHWAY 68 AND COUNTY ROAD 1 NORTH IN TAUNTON, AT TRUNK HIGHWAY
 DM4081'68 MILE POINT 22.9.
 DM4081' 
 DM4081'IT IS 24.0 FT (7.3 M) SOUTHWEST OF TRUNK HIGHWAY 68.
 DM4081' 
 DM4081'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN STAMPED WHEN USED IN
 DM4081'2006.
 DM4081
 DM4081                          STATION RECOVERY (2009)
 DM4081
 DM4081'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DM4081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5849 ***********************************************************************
 DL5849  DESIGNATION -  4210 Q
 DL5849  PID         -  DL5849
 DL5849  STATE/COUNTY-  MN/LYON
 DL5849  COUNTRY     -  US
 DL5849  USGS QUAD   -  TAUNTON (1967)
 DL5849
 DL5849                         *CURRENT SURVEY CONTROL
 DL5849  ______________________________________________________________________
 DL5849* NAD 83(2007) POSITION- 44 35 39.03599(N) 096 04 05.48095(W)   ADJUSTED  
 DL5849* NAD 83(2007) ELLIP HT-   332.249 (meters)        (11/04/09)   ADJUSTED
 DL5849* NAD 83(2007) EPOCH   -  2002.00
 DL5849* NAVD 88 ORTHO HEIGHT -   358.661  (meters)    1176.71  (feet) ADJUSTED  
 DL5849  ______________________________________________________________________
 DL5849  NAD 83(2007) X  -   -480,947.667 (meters)                     COMP
 DL5849  NAD 83(2007) Y  - -4,524,111.170 (meters)                     COMP
 DL5849  NAD 83(2007) Z  -  4,455,579.723 (meters)                     COMP
 DL5849  LAPLACE CORR    -         -6.69  (seconds)                    DEFLEC09
 DL5849  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 DL5849  DYNAMIC HEIGHT  -        358.609 (meters)     1176.54  (feet) COMP
 DL5849  MODELED GRAVITY -    980,462.9   (mgal)                       NAVD 88
 DL5849
 DL5849  HORZ ORDER      -  FIRST
 DL5849  VERT ORDER      -  SECOND    CLASS I
 DL5849  ELLP ORDER      -  THIRD     CLASS I
 DL5849
 DL5849.The horizontal coordinates were established by GPS observations
 DL5849.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5849
 DL5849.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5849.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5849
 DL5849.The horizontal coordinates are valid at the epoch date displayed above
 DL5849.which is a decimal equivalence of Year/Month/Day.
 DL5849
 DL5849.The orthometric height was determined by differential leveling and
 DL5849.adjusted in January 2011.
 DL5849
 DL5849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5849
 DL5849.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5849
 DL5849.The ellipsoidal height was determined by GPS observations
 DL5849.and is referenced to NAD 83.
 DL5849
 DL5849.The dynamic height is computed by dividing the NAVD 88
 DL5849.geopotential number by the normal gravity value computed on the
 DL5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5849.degrees latitude (g = 980.6199 gals.).
 DL5849
 DL5849.The modeled gravity was interpolated from observed gravity values.
 DL5849
 DL5849. The following values were computed from the NAD 83(2007) position.
 DL5849
 DL5849;                    North         East     Units Scale Factor Converg.
 DL5849;SPC MN S     -   279,208.512   635,812.926   MT  0.99992334   -1 26 58.7
 DL5849;SPC MN S     -   916,036.59  2,085,996.24   sFT  0.99992334   -1 26 58.7
 DL5849;UTM  14      - 4,942,051.909   732,698.439   MT  1.00026594   +2 03 33.4
 DL5849;UTM  15      - 4,942,450.194   256,477.034   MT  1.00032934   -2 09 18.6
 DL5849
 DL5849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5849!SPC MN S     -   0.99994791  x   0.99992334  =   0.99987125
 DL5849!UTM  14      -   0.99994791  x   1.00026594  =   1.00021383
 DL5849!UTM  15      -   0.99994791  x   1.00032934  =   1.00027723
 DL5849
 DL5849:                Primary Azimuth Mark                     Grid Az
 DL5849:SPC MN S     -  4210 T                                   123 34 22.3
 DL5849:UTM  14      -  4210 T                                   120 03 50.2
 DL5849:UTM  15      -  4210 T                                   124 16 42.2
 DL5849
 DL5849|---------------------------------------------------------------------|
 DL5849| PID    Reference Object                     Distance      Geod. Az  |
 DL5849|                                                           dddmmss.s |
 DL5849| DL5884 4210 T                              APPROX. 1.0 KM 1220723.6 |
 DL5849|---------------------------------------------------------------------|
 DL5849
 DL5849                          SUPERSEDED SURVEY CONTROL
 DL5849
 DL5849  NAVD 88 (11/04/09)  358.66   (m)         1176.7    (f) LEVELING    3  
 DL5849
 DL5849.Superseded values are not recommended for survey control.
 DL5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5849.See file dsdata.txt to determine how the superseded data were derived.
 DL5849
 DL5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3269842051(NAD 83)
 DL5849
 DL5849_MARKER: DD = SURVEY DISK
 DL5849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5849_STAMPING: 4210 Q 2006
 DL5849_MARK LOGO: MNDT  
 DL5849_PROJECTION: FLUSH
 DL5849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5849+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DL5849_ROD/PIPE-DEPTH: 12.2 meters
 DL5849
 DL5849  HISTORY     - Date     Condition        Report By
 DL5849  HISTORY     - 2006     MONUMENTED       MNDT
 DL5849  HISTORY     - 20060924 GOOD             MNDT
 DL5849  HISTORY     - 20090414 GOOD             MNDT
 DL5849
 DL5849                          STATION DESCRIPTION
 DL5849
 DL5849'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5849'RECOVERED AS DESCRIBED.
 DL5849
 DL5849                          STATION RECOVERY (2009)
 DL5849
 DL5849'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DL5849'IN TAUNTON, 0.10 MILE NORTHWEST ALONG TRUNK HIGHWAY 68 FROM JUNCTION
 DL5849'OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1 NORTH IN TAUNTON, AT TRUNK
 DL5849'HIGHWAY 68 MILEPOINT 22.0, 32.1 FEET SOUTHWEST OF TRUNK HIGHWAY 68,
 DL5849'3.3 FEET SOUTHEAST OF MILEPOST 22, 66.1 FEET NORTHEAST OF THE
 DL5849'NORTHEAST CORNER OF TAUNTON FIRE HALL, 61.2 FEET SOUTHEAST OF ENTRANCE
 DL5849'TO TAUNTON FIRE HALL, 3.3 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5850 ***********************************************************************
 DL5850  DESIGNATION -  4210 R
 DL5850  PID         -  DL5850
 DL5850  STATE/COUNTY-  MN/LYON
 DL5850  COUNTRY     -  US
 DL5850  USGS QUAD   -  TAUNTON (1967)
 DL5850
 DL5850                         *CURRENT SURVEY CONTROL
 DL5850  ______________________________________________________________________
 DL5850* NAD 83(2007) POSITION- 44 36 05.31521(N) 096 05 09.36644(W)   ADJUSTED  
 DL5850* NAD 83(2007) ELLIP HT-   332.775 (meters)        (11/04/09)   ADJUSTED
 DL5850* NAD 83(2007) EPOCH   -  2002.00
 DL5850* NAVD 88 ORTHO HEIGHT -   359.124  (meters)    1178.23  (feet) ADJUSTED  
 DL5850  ______________________________________________________________________
 DL5850  NAD 83(2007) X  -   -482,288.529 (meters)                     COMP
 DL5850  NAD 83(2007) Y  - -4,523,395.993 (meters)                     COMP
 DL5850  NAD 83(2007) Z  -  4,456,157.725 (meters)                     COMP
 DL5850  LAPLACE CORR    -         -6.92  (seconds)                    DEFLEC09
 DL5850  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 DL5850  DYNAMIC HEIGHT  -        359.074 (meters)     1178.06  (feet) COMP
 DL5850  MODELED GRAVITY -    980,467.1   (mgal)                       NAVD 88
 DL5850
 DL5850  HORZ ORDER      -  FIRST
 DL5850  VERT ORDER      -  SECOND    CLASS I
 DL5850  ELLP ORDER      -  THIRD     CLASS I
 DL5850
 DL5850.The horizontal coordinates were established by GPS observations
 DL5850.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5850
 DL5850.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5850.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5850
 DL5850.The horizontal coordinates are valid at the epoch date displayed above
 DL5850.which is a decimal equivalence of Year/Month/Day.
 DL5850
 DL5850.The orthometric height was determined by differential leveling and
 DL5850.adjusted in January 2011.
 DL5850
 DL5850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5850
 DL5850.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5850
 DL5850.The ellipsoidal height was determined by GPS observations
 DL5850.and is referenced to NAD 83.
 DL5850
 DL5850.The dynamic height is computed by dividing the NAVD 88
 DL5850.geopotential number by the normal gravity value computed on the
 DL5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5850.degrees latitude (g = 980.6199 gals.).
 DL5850
 DL5850.The modeled gravity was interpolated from observed gravity values.
 DL5850
 DL5850. The following values were computed from the NAD 83(2007) position.
 DL5850
 DL5850;                    North         East     Units Scale Factor Converg.
 DL5850;SPC MN S     -   280,055.164   634,425.129   MT  0.99992356   -1 27 43.5
 DL5850;SPC MN S     -   918,814.32  2,081,443.11   sFT  0.99992356   -1 27 43.5
 DL5850;UTM  14      - 4,942,812.288   731,260.938   MT  1.00025773   +2 02 49.5
 DL5850
 DL5850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5850!SPC MN S     -   0.99994783  x   0.99992356  =   0.99987139
 DL5850!UTM  14      -   0.99994783  x   1.00025773  =   1.00020554
 DL5850
 DL5850:                Primary Azimuth Mark                     Grid Az
 DL5850:SPC MN S     -  4210 S                                   301 01 48.3
 DL5850:UTM  14      -  4210 S                                   297 31 15.3
 DL5850
 DL5850|---------------------------------------------------------------------|
 DL5850| PID    Reference Object                     Distance      Geod. Az  |
 DL5850|                                                           dddmmss.s |
 DL5850| DL5851 4210 S                              APPROX. 0.7 KM 2993404.8 |
 DL5850|---------------------------------------------------------------------|
 DL5850
 DL5850                          SUPERSEDED SURVEY CONTROL
 DL5850
 DL5850  NAVD 88 (11/04/09)  359.12   (m)         1178.2    (f) LEVELING    3  
 DL5850
 DL5850.Superseded values are not recommended for survey control.
 DL5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5850.See file dsdata.txt to determine how the superseded data were derived.
 DL5850
 DL5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3126042812(NAD 83)
 DL5850
 DL5850_MARKER: DD = SURVEY DISK
 DL5850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5850_STAMPING: 4210 R 2006
 DL5850_MARK LOGO: MNDT  
 DL5850_PROJECTION: FLUSH
 DL5850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5850+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DL5850_ROD/PIPE-DEPTH:  4.6 meters
 DL5850
 DL5850  HISTORY     - Date     Condition        Report By
 DL5850  HISTORY     - 2006     MONUMENTED       MNDT
 DL5850  HISTORY     - 20060922 GOOD             MNDT
 DL5850  HISTORY     - 20090414 GOOD             MNDT
 DL5850
 DL5850                          STATION DESCRIPTION
 DL5850
 DL5850'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5850'RECOVERED AS DESCRIBED.
 DL5850
 DL5850                          STATION RECOVERY (2009)
 DL5850
 DL5850'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DL5850'1.0 MILE NORTHWEST OF TAUNTON, 1.10 MILES NORTHWEST ALONG TRUNK
 DL5850'HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1 SOUTH
 DL5850'IN TAUNTON, AT TRUNK HIGHWAY 68 MILEPOINT 21.0, 73.6 FEET NORTHEAST OF
 DL5850'TRUNK HIGHWAY 68, 13.8 FEET SOUTHEAST OF POWER POLE, 25.4 FEET
 DL5850'SOUTHEAST OF FIELD ENTRANCE, 1.7 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5851 ***********************************************************************
 DL5851  DESIGNATION -  4210 S
 DL5851  PID         -  DL5851
 DL5851  STATE/COUNTY-  MN/LYON
 DL5851  COUNTRY     -  US
 DL5851  USGS QUAD   -  TAUNTON (1967)
 DL5851
 DL5851                         *CURRENT SURVEY CONTROL
 DL5851  ______________________________________________________________________
 DL5851* NAD 83(2007) POSITION- 44 36 15.88626(N) 096 05 35.44985(W)   ADJUSTED  
 DL5851* NAD 83(2007) ELLIP HT-   330.915 (meters)        (11/04/09)   ADJUSTED
 DL5851* NAD 83(2007) EPOCH   -  2002.00
 DL5851* NAVD 88 ORTHO HEIGHT -   357.239  (meters)    1172.04  (feet) ADJUSTED  
 DL5851  ______________________________________________________________________
 DL5851  NAD 83(2007) X  -   -482,836.073 (meters)                     COMP
 DL5851  NAD 83(2007) Y  - -4,523,105.806 (meters)                     COMP
 DL5851  NAD 83(2007) Z  -  4,456,388.757 (meters)                     COMP
 DL5851  LAPLACE CORR    -         -6.86  (seconds)                    DEFLEC09
 DL5851  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 DL5851  DYNAMIC HEIGHT  -        357.189 (meters)     1171.88  (feet) COMP
 DL5851  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 DL5851
 DL5851  HORZ ORDER      -  FIRST
 DL5851  VERT ORDER      -  SECOND    CLASS I
 DL5851  ELLP ORDER      -  THIRD     CLASS I
 DL5851
 DL5851.The horizontal coordinates were established by GPS observations
 DL5851.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5851
 DL5851.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5851.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5851
 DL5851.The horizontal coordinates are valid at the epoch date displayed above
 DL5851.which is a decimal equivalence of Year/Month/Day.
 DL5851
 DL5851.The orthometric height was determined by differential leveling and
 DL5851.adjusted in January 2011.
 DL5851
 DL5851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5851
 DL5851.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5851
 DL5851.The ellipsoidal height was determined by GPS observations
 DL5851.and is referenced to NAD 83.
 DL5851
 DL5851.The dynamic height is computed by dividing the NAVD 88
 DL5851.geopotential number by the normal gravity value computed on the
 DL5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5851.degrees latitude (g = 980.6199 gals.).
 DL5851
 DL5851.The modeled gravity was interpolated from observed gravity values.
 DL5851
 DL5851. The following values were computed from the NAD 83(2007) position.
 DL5851
 DL5851;                    North         East     Units Scale Factor Converg.
 DL5851;SPC MN S     -   280,396.038   633,858.493   MT  0.99992365   -1 28 01.8
 DL5851;SPC MN S     -   919,932.67  2,079,584.07   sFT  0.99992365   -1 28 01.8
 DL5851;UTM  14      - 4,943,117.942   730,674.304   MT  1.00025440   +2 02 31.5
 DL5851
 DL5851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5851!SPC MN S     -   0.99994812  x   0.99992365  =   0.99987177
 DL5851!UTM  14      -   0.99994812  x   1.00025440  =   1.00020250
 DL5851
 DL5851:                Primary Azimuth Mark                     Grid Az
 DL5851:SPC MN S     -  4210 R                                   121 01 48.2
 DL5851:UTM  14      -  4210 R                                   117 31 14.9
 DL5851
 DL5851|---------------------------------------------------------------------|
 DL5851| PID    Reference Object                     Distance      Geod. Az  |
 DL5851|                                                           dddmmss.s |
 DL5851| DL5850 4210 R                              APPROX. 0.7 KM 1193346.4 |
 DL5851|---------------------------------------------------------------------|
 DL5851
 DL5851                          SUPERSEDED SURVEY CONTROL
 DL5851
 DL5851  NAVD 88 (11/04/09)  357.24   (m)         1172.0    (f) LEVELING    3  
 DL5851
 DL5851.Superseded values are not recommended for survey control.
 DL5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5851.See file dsdata.txt to determine how the superseded data were derived.
 DL5851
 DL5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3067443117(NAD 83)
 DL5851
 DL5851_MARKER: DD = SURVEY DISK
 DL5851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5851_STAMPING: 4210 S 2006
 DL5851_MARK LOGO: MNDT  
 DL5851_PROJECTION: FLUSH
 DL5851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5851+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DL5851_ROD/PIPE-DEPTH:  8.2 meters
 DL5851
 DL5851  HISTORY     - Date     Condition        Report By
 DL5851  HISTORY     - 2006     MONUMENTED       MNDT
 DL5851  HISTORY     - 20060922 GOOD             MNDT
 DL5851  HISTORY     - 20090414 GOOD             MNDT
 DL5851
 DL5851                          STATION DESCRIPTION
 DL5851
 DL5851'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5851'RECOVERED AS DESCRIBED.
 DL5851
 DL5851                          STATION RECOVERY (2009)
 DL5851
 DL5851'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (JBG)
 DL5851'1.50 MILES NORTHWEST OF TAUNTON, 1.60 MILES NORTHWEST ALONG TRUNK
 DL5851'HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1 SOUTH
 DL5851'AT TAUNTON, AT TRUNK HIGHWAY 68 MILEPOINT 20.50, 63.2 FEET NORTHEAST
 DL5851'OF TRUNK HIGHWAY 68, 59.8 FEET EAST OF 280TH STREET (LYON/LINCOLN
 DL5851'ROAD), 34.0 FEET SOUTHEAST OF POWER POLE, 1.9 FEET SOUTH OF WITNESS
 DL5851'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5852 ***********************************************************************
 DL5852  DESIGNATION -  4210 S 1
 DL5852  PID         -  DL5852
 DL5852  STATE/COUNTY-  MN/YELLOW MEDICINE
 DL5852  COUNTRY     -  US
 DL5852  USGS QUAD   -  ST LEO (1967)
 DL5852
 DL5852                         *CURRENT SURVEY CONTROL
 DL5852  ______________________________________________________________________
 DL5852* NAD 83(2007) POSITION- 44 39 16.83228(N) 096 05 35.62819(W)   ADJUSTED  
 DL5852* NAD 83(2007) ELLIP HT-   324.981 (meters)        (11/04/09)   ADJUSTED
 DL5852* NAD 83(2007) EPOCH   -  2002.00
 DL5852* NAVD 88 ORTHO HEIGHT -   351.250  (meters)    1152.39  (feet) ADJUSTED  
 DL5852  ______________________________________________________________________
 DL5852  NAD 83(2007) X  -   -482,423.008 (meters)                     COMP
 DL5852  NAD 83(2007) Y  - -4,519,199.281 (meters)                     COMP
 DL5852  NAD 83(2007) Z  -  4,460,359.741 (meters)                     COMP
 DL5852  LAPLACE CORR    -         -5.85  (seconds)                    DEFLEC09
 DL5852  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DL5852  DYNAMIC HEIGHT  -        351.204 (meters)     1152.24  (feet) COMP
 DL5852  MODELED GRAVITY -    980,478.2   (mgal)                       NAVD 88
 DL5852
 DL5852  HORZ ORDER      -  FIRST
 DL5852  VERT ORDER      -  SECOND    CLASS I
 DL5852  ELLP ORDER      -  THIRD     CLASS I
 DL5852
 DL5852.The horizontal coordinates were established by GPS observations
 DL5852.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5852
 DL5852.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5852.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5852
 DL5852.The horizontal coordinates are valid at the epoch date displayed above
 DL5852.which is a decimal equivalence of Year/Month/Day.
 DL5852
 DL5852.The orthometric height was determined by differential leveling and
 DL5852.adjusted in January 2011.
 DL5852
 DL5852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5852
 DL5852.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5852
 DL5852.The ellipsoidal height was determined by GPS observations
 DL5852.and is referenced to NAD 83.
 DL5852
 DL5852.The dynamic height is computed by dividing the NAVD 88
 DL5852.geopotential number by the normal gravity value computed on the
 DL5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5852.degrees latitude (g = 980.6199 gals.).
 DL5852
 DL5852.The modeled gravity was interpolated from observed gravity values.
 DL5852
 DL5852. The following values were computed from the NAD 83(2007) position.
 DL5852
 DL5852;                    North         East     Units Scale Factor Converg.
 DL5852;SPC MN S     -   285,979.315   633,997.564   MT  0.99992560   -1 28 01.9
 DL5852;SPC MN S     -   938,250.47  2,080,040.34   sFT  0.99992560   -1 28 01.9
 DL5852;UTM  14      - 4,948,701.097   730,471.209   MT  1.00025324   +2 02 37.9
 DL5852
 DL5852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5852!SPC MN S     -   0.99994905  x   0.99992560  =   0.99987465
 DL5852!UTM  14      -   0.99994905  x   1.00025324  =   1.00020227
 DL5852
 DL5852                          SUPERSEDED SURVEY CONTROL
 DL5852
 DL5852  NAVD 88 (11/04/09)  351.25   (m)         1152.4    (f) LEVELING    3  
 DL5852
 DL5852.Superseded values are not recommended for survey control.
 DL5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5852.See file dsdata.txt to determine how the superseded data were derived.
 DL5852
 DL5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3047148701(NAD 83)
 DL5852
 DL5852_MARKER: DD = SURVEY DISK
 DL5852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5852_STAMPING: 4210 S 1 2006
 DL5852_MARK LOGO: MNDT  
 DL5852_PROJECTION: FLUSH
 DL5852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5852+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2009
 DL5852_ROD/PIPE-DEPTH:  7.6 meters
 DL5852
 DL5852  HISTORY     - Date     Condition        Report By
 DL5852  HISTORY     - 2006     MONUMENTED       MNDT
 DL5852  HISTORY     - 20060912 GOOD             MNDT
 DL5852  HISTORY     - 20090414 GOOD             MNDT
 DL5852
 DL5852                          STATION DESCRIPTION
 DL5852
 DL5852'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5852'RECOVERED AS DESCRIBED.
 DL5852
 DL5852                          STATION RECOVERY (2009)
 DL5852
 DL5852'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5852'4.4 MILES NORTHWEST OF TAUNTON, 1.10 MILES NORTHWEST ALONG TRUNK
 DL5852'HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1 SOUTH,
 DL5852'TO TRUNK HIGHWAY 68 MILEPOST 20.50, 3.5 MILES NORTH ON 280TH STREET
 DL5852'(LYON/LINCOLN ROAD), 19.1 FEET WEST OF 280TH STREET, 1.7 FEET EAST OF
 DL5852'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5884 ***********************************************************************
 DL5884  DESIGNATION -  4210 T
 DL5884  PID         -  DL5884
 DL5884  STATE/COUNTY-  MN/LYON
 DL5884  COUNTRY     -  US
 DL5884  USGS QUAD   -  TAUNTON (1967)
 DL5884
 DL5884                         *CURRENT SURVEY CONTROL
 DL5884  ______________________________________________________________________
 DL5884* NAD 83(2007) POSITION- 44 35 22.24376(N) 096 03 28.05758(W)   ADJUSTED  
 DL5884* NAD 83(2007) ELLIP HT-   330.440 (meters)        (11/04/09)   ADJUSTED
 DL5884* NAD 83(2007) EPOCH   -  2002.00
 DL5884* NAVD 88 ORTHO HEIGHT -   356.894  (meters)    1170.91  (feet) ADJUSTED  
 DL5884  ______________________________________________________________________
 DL5884  NAD 83(2007) X  -   -480,165.102 (meters)                     COMP
 DL5884  NAD 83(2007) Y  - -4,524,558.961 (meters)                     COMP
 DL5884  NAD 83(2007) Z  -  4,455,209.311 (meters)                     COMP
 DL5884  LAPLACE CORR    -         -6.53  (seconds)                    DEFLEC09
 DL5884  GEOID HEIGHT    -        -26.45  (meters)                     GEOID09
 DL5884  DYNAMIC HEIGHT  -        356.841 (meters)     1170.74  (feet) COMP
 DL5884  MODELED GRAVITY -    980,460.6   (mgal)                       NAVD 88
 DL5884
 DL5884  HORZ ORDER      -  FIRST
 DL5884  VERT ORDER      -  SECOND    CLASS I
 DL5884  ELLP ORDER      -  THIRD     CLASS I
 DL5884
 DL5884.The horizontal coordinates were established by GPS observations
 DL5884.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5884
 DL5884.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5884.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5884
 DL5884.The horizontal coordinates are valid at the epoch date displayed above
 DL5884.which is a decimal equivalence of Year/Month/Day.
 DL5884
 DL5884.The orthometric height was determined by differential leveling and
 DL5884.adjusted in April 2012.
 DL5884
 DL5884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5884
 DL5884.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5884
 DL5884.The ellipsoidal height was determined by GPS observations
 DL5884.and is referenced to NAD 83.
 DL5884
 DL5884.The dynamic height is computed by dividing the NAVD 88
 DL5884.geopotential number by the normal gravity value computed on the
 DL5884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5884.degrees latitude (g = 980.6199 gals.).
 DL5884
 DL5884.The modeled gravity was interpolated from observed gravity values.
 DL5884
 DL5884. The following values were computed from the NAD 83(2007) position.
 DL5884
 DL5884;                    North         East     Units Scale Factor Converg.
 DL5884;SPC MN S     -   278,669.551   636,624.961   MT  0.99992322   -1 26 32.5
 DL5884;SPC MN S     -   914,268.35  2,088,660.39   sFT  0.99992322   -1 26 32.5
 DL5884;UTM  14      - 4,941,563.488   733,542.230   MT  1.00027078   +2 03 59.1
 DL5884;UTM  15      - 4,941,901.054   257,282.698   MT  1.00032453   -2 08 51.7
 DL5884
 DL5884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5884!SPC MN S     -   0.99994819  x   0.99992322  =   0.99987142
 DL5884!UTM  14      -   0.99994819  x   1.00027078  =   1.00021896
 DL5884!UTM  15      -   0.99994819  x   1.00032453  =   1.00027270
 DL5884
 DL5884:                Primary Azimuth Mark                     Grid Az
 DL5884:SPC MN S     -  4210 Q                                   303 34 22.4
 DL5884:UTM  14      -  4210 Q                                   300 03 50.8
 DL5884:UTM  15      -  4210 Q                                   304 16 41.6
 DL5884
 DL5884|---------------------------------------------------------------------|
 DL5884| PID    Reference Object                     Distance      Geod. Az  |
 DL5884|                                                           dddmmss.s |
 DL5884| DL5849 4210 Q                              APPROX. 1.0 KM 3020749.9 |
 DL5884|---------------------------------------------------------------------|
 DL5884
 DL5884                          SUPERSEDED SURVEY CONTROL
 DL5884
 DL5884  NAVD 88 (11/04/09)  356.89   (m)         1170.9    (f) LEVELING    3  
 DL5884
 DL5884.Superseded values are not recommended for survey control.
 DL5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5884.See file dsdata.txt to determine how the superseded data were derived.
 DL5884
 DL5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3354241563(NAD 83)
 DL5884
 DL5884_MARKER: F = FLANGE-ENCASED ROD
 DL5884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5884_STAMPING: 4210 T 2009
 DL5884_MARK LOGO: MNDT  
 DL5884_PROJECTION: RECESSED 3 CENTIMETERS
 DL5884_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5884+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5884_ROD/PIPE-DEPTH:  3.7 meters
 DL5884
 DL5884  HISTORY     - Date     Condition        Report By
 DL5884  HISTORY     - 2009     MONUMENTED       MNDT
 DL5884  HISTORY     - 20090604 GOOD             MNDT
 DL5884
 DL5884                          STATION DESCRIPTION
 DL5884
 DL5884'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5884'0.5 MILE SOUTHEAST OF TAUNTON, 0.45 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 DL5884'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1, AT TRUNK
 DL5884'HIGHWAY 68 MILEPOINT 22.60, 62.9 FEET SOUTHWEST OF TRUNK HIGHWAY 68,
 DL5884'14.7 FEET SOUTHEAST OF FIELD ENTRANCE, 1.1 FEET NORTHEAST OF WITNESS
 DL5884'POST.
 DL5884
 DL5884                          STATION RECOVERY (2009)
 DL5884
 DL5884'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5884'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5853 ***********************************************************************
 DL5853  DESIGNATION -  4210 U
 DL5853  PID         -  DL5853
 DL5853  STATE/COUNTY-  MN/LYON
 DL5853  COUNTRY     -  US
 DL5853  USGS QUAD   -  TAUNTON (1967)
 DL5853
 DL5853                         *CURRENT SURVEY CONTROL
 DL5853  ______________________________________________________________________
 DL5853* NAD 83(2007) POSITION- 44 35 11.86922(N) 096 03 06.02463(W)   ADJUSTED  
 DL5853* NAD 83(2007) ELLIP HT-   330.866 (meters)        (11/04/09)   ADJUSTED
 DL5853* NAD 83(2007) EPOCH   -  2002.00
 DL5853* NAVD 88 ORTHO HEIGHT -   357.337  (meters)    1172.36  (feet) ADJUSTED  
 DL5853  ______________________________________________________________________
 DL5853  NAD 83(2007) X  -   -479,705.525 (meters)                     COMP
 DL5853  NAD 83(2007) Y  - -4,524,834.095 (meters)                     COMP
 DL5853  NAD 83(2007) Z  -  4,454,981.534 (meters)                     COMP
 DL5853  LAPLACE CORR    -         -6.42  (seconds)                    DEFLEC09
 DL5853  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 DL5853  DYNAMIC HEIGHT  -        357.284 (meters)     1172.19  (feet) COMP
 DL5853  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 DL5853
 DL5853  HORZ ORDER      -  FIRST
 DL5853  VERT ORDER      -  SECOND    CLASS I
 DL5853  ELLP ORDER      -  THIRD     CLASS I
 DL5853
 DL5853.The horizontal coordinates were established by GPS observations
 DL5853.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5853
 DL5853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5853.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5853
 DL5853.The horizontal coordinates are valid at the epoch date displayed above
 DL5853.which is a decimal equivalence of Year/Month/Day.
 DL5853
 DL5853.The orthometric height was determined by differential leveling and
 DL5853.adjusted in April 2012.
 DL5853
 DL5853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5853
 DL5853.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5853
 DL5853.The ellipsoidal height was determined by GPS observations
 DL5853.and is referenced to NAD 83.
 DL5853
 DL5853.The dynamic height is computed by dividing the NAVD 88
 DL5853.geopotential number by the normal gravity value computed on the
 DL5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5853.degrees latitude (g = 980.6199 gals.).
 DL5853
 DL5853.The modeled gravity was interpolated from observed gravity values.
 DL5853
 DL5853. The following values were computed from the NAD 83(2007) position.
 DL5853
 DL5853;                    North         East     Units Scale Factor Converg.
 DL5853;SPC MN S     -   278,337.224   637,102.731   MT  0.99992314   -1 26 17.1
 DL5853;SPC MN S     -   913,178.04  2,090,227.88   sFT  0.99992314   -1 26 17.1
 DL5853;UTM  14      - 4,941,260.919   734,039.616   MT  1.00027364   +2 04 14.2
 DL5853;UTM  15      - 4,941,562.737   257,756.530   MT  1.00032170   -2 08 35.8
 DL5853
 DL5853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5853!SPC MN S     -   0.99994812  x   0.99992314  =   0.99987127
 DL5853!UTM  14      -   0.99994812  x   1.00027364  =   1.00022175
 DL5853!UTM  15      -   0.99994812  x   1.00032170  =   1.00026981
 DL5853
 DL5853:                Primary Azimuth Mark                     Grid Az
 DL5853:SPC MN S     -  4210 T                                   304 49 18.1
 DL5853:UTM  14      -  4210 T                                   301 18 46.8
 DL5853:UTM  15      -  4210 T                                   305 31 36.8
 DL5853
 DL5853|---------------------------------------------------------------------|
 DL5853| PID    Reference Object                     Distance      Geod. Az  |
 DL5853|                                                           dddmmss.s |
 DL5853| DL5884 4210 T                              APPROX. 0.6 KM 3032301.0 |
 DL5853|---------------------------------------------------------------------|
 DL5853
 DL5853                          SUPERSEDED SURVEY CONTROL
 DL5853
 DL5853  NAVD 88 (11/04/09)  357.34   (m)         1172.4    (f) LEVELING    3  
 DL5853
 DL5853.Superseded values are not recommended for survey control.
 DL5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5853.See file dsdata.txt to determine how the superseded data were derived.
 DL5853
 DL5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3403941260(NAD 83)
 DL5853
 DL5853_MARKER: F = FLANGE-ENCASED ROD
 DL5853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5853_STAMPING: 4210 U 2009
 DL5853_MARK LOGO: MNDT  
 DL5853_PROJECTION: FLUSH
 DL5853_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5853+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5853_ROD/PIPE-DEPTH:  8.2 meters
 DL5853
 DL5853  HISTORY     - Date     Condition        Report By
 DL5853  HISTORY     - 2009     MONUMENTED       MNDT
 DL5853  HISTORY     - 20090604 GOOD             MNDT
 DL5853
 DL5853                          STATION DESCRIPTION
 DL5853
 DL5853'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5853'1 MILE SOUTHEAST OF TAUNTON, 0.85 MILE SOUTHEAST ALONG TRUNK HIGHWAY
 DL5853'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1, AT TRUNK
 DL5853'HIGHWAY 68 MILEPOINT 22.95, 159.4 FEET SOUTHWEST OF TRUNK HIGHWAY 68,
 DL5853'25.6 FEET SOUTHEAST OF 120 TH AVENUE, 20.7 FEET SOUTHWEST OF CABLE
 DL5853'PEDESTAL NUMBER TNTN 111 O 1, 1.2 FEET NORTHWEST OF WITNESS POST.
 DL5853
 DL5853                          STATION RECOVERY (2009)
 DL5853
 DL5853'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5854 ***********************************************************************
 DL5854  DESIGNATION -  4210 V
 DL5854  PID         -  DL5854
 DL5854  STATE/COUNTY-  MN/LYON
 DL5854  COUNTRY     -  US
 DL5854  USGS QUAD   -  TAUNTON (1967)
 DL5854
 DL5854                         *CURRENT SURVEY CONTROL
 DL5854  ______________________________________________________________________
 DL5854* NAD 83(2007) POSITION- 44 35 00.43020(N) 096 02 31.39388(W)   ADJUSTED  
 DL5854* NAD 83(2007) ELLIP HT-   331.392 (meters)        (11/04/09)   ADJUSTED
 DL5854* NAD 83(2007) EPOCH   -  2002.00
 DL5854* NAVD 88 ORTHO HEIGHT -   357.893  (meters)    1174.19  (feet) ADJUSTED  
 DL5854  ______________________________________________________________________
 DL5854  NAD 83(2007) X  -   -478,971.953 (meters)                     COMP
 DL5854  NAD 83(2007) Y  - -4,525,161.441 (meters)                     COMP
 DL5854  NAD 83(2007) Z  -  4,454,730.412 (meters)                     COMP
 DL5854  LAPLACE CORR    -         -6.19  (seconds)                    DEFLEC09
 DL5854  GEOID HEIGHT    -        -26.50  (meters)                     GEOID09
 DL5854  DYNAMIC HEIGHT  -        357.840 (meters)     1174.01  (feet) COMP
 DL5854  MODELED GRAVITY -    980,457.7   (mgal)                       NAVD 88
 DL5854
 DL5854  HORZ ORDER      -  FIRST
 DL5854  VERT ORDER      -  SECOND    CLASS I
 DL5854  ELLP ORDER      -  THIRD     CLASS I
 DL5854
 DL5854.The horizontal coordinates were established by GPS observations
 DL5854.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5854
 DL5854.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5854.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5854
 DL5854.The horizontal coordinates are valid at the epoch date displayed above
 DL5854.which is a decimal equivalence of Year/Month/Day.
 DL5854
 DL5854.The orthometric height was determined by differential leveling and
 DL5854.adjusted in April 2012.
 DL5854
 DL5854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5854
 DL5854.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5854
 DL5854.The ellipsoidal height was determined by GPS observations
 DL5854.and is referenced to NAD 83.
 DL5854
 DL5854.The dynamic height is computed by dividing the NAVD 88
 DL5854.geopotential number by the normal gravity value computed on the
 DL5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5854.degrees latitude (g = 980.6199 gals.).
 DL5854
 DL5854.The modeled gravity was interpolated from observed gravity values.
 DL5854
 DL5854. The following values were computed from the NAD 83(2007) position.
 DL5854
 DL5854;                    North         East     Units Scale Factor Converg.
 DL5854;SPC MN S     -   277,965.140   637,857.527   MT  0.99992306   -1 25 52.8
 DL5854;SPC MN S     -   911,957.30  2,092,704.24   sFT  0.99992306   -1 25 52.8
 DL5854;UTM  14      - 4,940,935.610   734,816.042   MT  1.00027812   +2 04 38.2
 DL5854;UTM  15      - 4,941,181.241   258,506.986   MT  1.00031723   -2 08 11.0
 DL5854
 DL5854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5854!SPC MN S     -   0.99994804  x   0.99992306  =   0.99987111
 DL5854!UTM  14      -   0.99994804  x   1.00027812  =   1.00022615
 DL5854!UTM  15      -   0.99994804  x   1.00031723  =   1.00026526
 DL5854
 DL5854:                Primary Azimuth Mark                     Grid Az
 DL5854:SPC MN S     -  4210 U                                   296 14 29.2
 DL5854:UTM  14      -  4210 U                                   292 43 58.2
 DL5854:UTM  15      -  4210 U                                   296 56 47.4
 DL5854
 DL5854|---------------------------------------------------------------------|
 DL5854| PID    Reference Object                     Distance      Geod. Az  |
 DL5854|                                                           dddmmss.s |
 DL5854| DL5853 4210 U                              APPROX. 0.8 KM 2944836.4 |
 DL5854| DL5884 4210 T                              APPROX. 1.4 KM 2981859.9 |
 DL5854|---------------------------------------------------------------------|
 DL5854
 DL5854                          SUPERSEDED SURVEY CONTROL
 DL5854
 DL5854  NAVD 88 (11/04/09)  357.89   (m)         1174.2    (f) LEVELING    3  
 DL5854
 DL5854.Superseded values are not recommended for survey control.
 DL5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5854.See file dsdata.txt to determine how the superseded data were derived.
 DL5854
 DL5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3481640935(NAD 83)
 DL5854
 DL5854_MARKER: F = FLANGE-ENCASED ROD
 DL5854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5854_STAMPING: 4210 V 2009
 DL5854_MARK LOGO: MNDT  
 DL5854_PROJECTION: FLUSH
 DL5854_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5854+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5854_ROD/PIPE-DEPTH:  9.1 meters
 DL5854
 DL5854  HISTORY     - Date     Condition        Report By
 DL5854  HISTORY     - 2009     MONUMENTED       MNDT
 DL5854  HISTORY     - 20090604 GOOD             MNDT
 DL5854
 DL5854                          STATION DESCRIPTION
 DL5854
 DL5854'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5854'1.50 MILES SOUTHEAST OF TAUNTON, 1.35 MILES SOUTHEAST ALONG TRUNK
 DL5854'HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 1, AT
 DL5854'TRUNK HIGHWAY 68 MILEPOINT 23.5, 66.3 FEET NORTHEAST OF TRUNK HIGHWAY
 DL5854'68, 15.9 FEET NORTHWEST OF FIELD ENTRANCE, 1.2 FEET SOUTHWEST OF FIELD
 DL5854'ENTRANCE.
 DL5854
 DL5854                          STATION RECOVERY (2009)
 DL5854
 DL5854'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5854'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5855 ***********************************************************************
 DL5855  DESIGNATION -  4210 W
 DL5855  PID         -  DL5855
 DL5855  STATE/COUNTY-  MN/LYON
 DL5855  COUNTRY     -  US
 DL5855  USGS QUAD   -  TAUNTON (1967)
 DL5855
 DL5855                         *CURRENT SURVEY CONTROL
 DL5855  ______________________________________________________________________
 DL5855* NAD 83(2007) POSITION- 44 34 15.91512(N) 096 00 43.27680(W)   ADJUSTED  
 DL5855* NAD 83(2007) ELLIP HT-   331.159 (meters)        (11/04/09)   ADJUSTED
 DL5855* NAD 83(2007) EPOCH   -  2002.00
 DL5855* NAVD 88 ORTHO HEIGHT -   357.748  (meters)    1173.71  (feet) ADJUSTED  
 DL5855  ______________________________________________________________________
 DL5855  NAD 83(2007) X  -   -476,700.949 (meters)                     COMP
 DL5855  NAD 83(2007) Y  - -4,526,370.884 (meters)                     COMP
 DL5855  NAD 83(2007) Z  -  4,453,751.437 (meters)                     COMP
 DL5855  LAPLACE CORR    -         -5.47  (seconds)                    DEFLEC09
 DL5855  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DL5855  DYNAMIC HEIGHT  -        357.692 (meters)     1173.53  (feet) COMP
 DL5855  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 DL5855
 DL5855  HORZ ORDER      -  FIRST
 DL5855  VERT ORDER      -  SECOND    CLASS I
 DL5855  ELLP ORDER      -  THIRD     CLASS I
 DL5855
 DL5855.The horizontal coordinates were established by GPS observations
 DL5855.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5855
 DL5855.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5855.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5855
 DL5855.The horizontal coordinates are valid at the epoch date displayed above
 DL5855.which is a decimal equivalence of Year/Month/Day.
 DL5855
 DL5855.The orthometric height was determined by differential leveling and
 DL5855.adjusted in April 2012.
 DL5855
 DL5855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5855
 DL5855.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5855
 DL5855.The ellipsoidal height was determined by GPS observations
 DL5855.and is referenced to NAD 83.
 DL5855
 DL5855.The dynamic height is computed by dividing the NAVD 88
 DL5855.geopotential number by the normal gravity value computed on the
 DL5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5855.degrees latitude (g = 980.6199 gals.).
 DL5855
 DL5855.The modeled gravity was interpolated from observed gravity values.
 DL5855
 DL5855. The following values were computed from the NAD 83(2007) position.
 DL5855
 DL5855;                    North         East     Units Scale Factor Converg.
 DL5855;SPC MN S     -   276,532.453   640,207.858   MT  0.99992278   -1 24 37.0
 DL5855;SPC MN S     -   907,256.89  2,100,415.28   sFT  0.99992278   -1 24 37.0
 DL5855;UTM  14      - 4,939,648.971   737,250.523   MT  1.00029225   +2 05 52.5
 DL5855;UTM  15      - 4,939,719.185   260,840.421   MT  1.00030344   -2 06 53.3
 DL5855
 DL5855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5855!SPC MN S     -   0.99994808  x   0.99992278  =   0.99987086
 DL5855!UTM  14      -   0.99994808  x   1.00029225  =   1.00024031
 DL5855!UTM  15      -   0.99994808  x   1.00030344  =   1.00025150
 DL5855
 DL5855:                Primary Azimuth Mark                     Grid Az
 DL5855:SPC MN S     -  4210 N                                   301 38 34.4
 DL5855:UTM  14      -  4210 N                                   298 08 04.9
 DL5855:UTM  15      -  4210 N                                   302 20 50.7
 DL5855
 DL5855|---------------------------------------------------------------------|
 DL5855| PID    Reference Object                     Distance      Geod. Az  |
 DL5855|                                                           dddmmss.s |
 DL5855| DL5848 4210 N                              APPROX. 0.9 KM 3001357.4 |
 DL5855|---------------------------------------------------------------------|
 DL5855
 DL5855                          SUPERSEDED SURVEY CONTROL
 DL5855
 DL5855  NAVD 88 (11/04/09)  357.75   (m)         1173.7    (f) LEVELING    3  
 DL5855
 DL5855.Superseded values are not recommended for survey control.
 DL5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5855.See file dsdata.txt to determine how the superseded data were derived.
 DL5855
 DL5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3725039648(NAD 83)
 DL5855
 DL5855_MARKER: F = FLANGE-ENCASED ROD
 DL5855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5855_STAMPING: 4210 W 2009
 DL5855_MARK LOGO: MNDT  
 DL5855_PROJECTION: FLUSH
 DL5855_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5855+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5855_ROD/PIPE-DEPTH:  6.1 meters
 DL5855
 DL5855  HISTORY     - Date     Condition        Report By
 DL5855  HISTORY     - 2009     MONUMENTED       MNDT
 DL5855  HISTORY     - 20090604 GOOD             MNDT
 DL5855
 DL5855                          STATION DESCRIPTION
 DL5855
 DL5855'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5855'1.5 MILES NORTHWEST OF MINNEOTA, 1.4 MILES NORTHWEST ALONG TRUNK
 DL5855'HIGHWAY 68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 3 IN
 DL5855'MINNEOTA, AT TRUNK HIGHWAY 68 MILEPOINT 25.20, 67.4 FEET SOUTH OF
 DL5855'ENTRANCE NUMBER 3593, 54.3 FEET WEST OF 140TH AVENUE, 53.7 FEET
 DL5855'NORTHEAST OF TRUNK HIGHWAY 68, 1.0 FOOT SOUTHWEST OF WITNESS POST.
 DL5855
 DL5855                          STATION RECOVERY (2009)
 DL5855
 DL5855'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5856 ***********************************************************************
 DL5856  DESIGNATION -  4210 X
 DL5856  PID         -  DL5856
 DL5856  STATE/COUNTY-  MN/LYON
 DL5856  COUNTRY     -  US
 DL5856  USGS QUAD   -  TAUNTON (1967)
 DL5856
 DL5856                         *CURRENT SURVEY CONTROL
 DL5856  ______________________________________________________________________
 DL5856* NAD 83(2007) POSITION- 44 33 56.56121(N) 096 00 05.55984(W)   ADJUSTED  
 DL5856* NAD 83(2007) ELLIP HT-   329.984 (meters)        (11/04/09)   ADJUSTED
 DL5856* NAD 83(2007) EPOCH   -  2002.00
 DL5856* NAVD 88 ORTHO HEIGHT -   356.602  (meters)    1169.95  (feet) ADJUSTED  
 DL5856  ______________________________________________________________________
 DL5856  NAD 83(2007) X  -   -475,917.011 (meters)                     COMP
 DL5856  NAD 83(2007) Y  - -4,526,874.106 (meters)                     COMP
 DL5856  NAD 83(2007) Z  -  4,453,324.988 (meters)                     COMP
 DL5856  LAPLACE CORR    -         -5.19  (seconds)                    DEFLEC09
 DL5856  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DL5856  DYNAMIC HEIGHT  -        356.546 (meters)     1169.77  (feet) COMP
 DL5856  MODELED GRAVITY -    980,451.1   (mgal)                       NAVD 88
 DL5856
 DL5856  HORZ ORDER      -  FIRST
 DL5856  VERT ORDER      -  SECOND    CLASS I
 DL5856  ELLP ORDER      -  THIRD     CLASS I
 DL5856
 DL5856.The horizontal coordinates were established by GPS observations
 DL5856.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5856
 DL5856.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5856.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5856
 DL5856.The horizontal coordinates are valid at the epoch date displayed above
 DL5856.which is a decimal equivalence of Year/Month/Day.
 DL5856
 DL5856.The orthometric height was determined by differential leveling and
 DL5856.adjusted in April 2012.
 DL5856
 DL5856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5856
 DL5856.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5856
 DL5856.The ellipsoidal height was determined by GPS observations
 DL5856.and is referenced to NAD 83.
 DL5856
 DL5856.The dynamic height is computed by dividing the NAVD 88
 DL5856.geopotential number by the normal gravity value computed on the
 DL5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5856.degrees latitude (g = 980.6199 gals.).
 DL5856
 DL5856.The modeled gravity was interpolated from observed gravity values.
 DL5856
 DL5856. The following values were computed from the NAD 83(2007) position.
 DL5856
 DL5856;                    North         East     Units Scale Factor Converg.
 DL5856;SPC MN S     -   275,914.843   641,025.130   MT  0.99992267   -1 24 10.6
 DL5856;SPC MN S     -   905,230.61  2,103,096.61   sFT  0.99992267   -1 24 10.6
 DL5856;UTM  14      - 4,939,082.315   738,104.373   MT  1.00029725   +2 06 18.3
 DL5856;UTM  15      - 4,939,091.336   261,650.345   MT  1.00029869   -2 06 26.1
 DL5856
 DL5856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5856!SPC MN S     -   0.99994826  x   0.99992267  =   0.99987094
 DL5856!UTM  14      -   0.99994826  x   1.00029725  =   1.00024550
 DL5856!UTM  15      -   0.99994826  x   1.00029869  =   1.00024694
 DL5856
 DL5856:                Primary Azimuth Mark                     Grid Az
 DL5856:SPC MN S     -  4210 W                                   307 04 41.7
 DL5856:UTM  14      -  4210 W                                   303 34 12.8
 DL5856:UTM  15      -  4210 W                                   307 46 57.2
 DL5856
 DL5856|---------------------------------------------------------------------|
 DL5856| PID    Reference Object                     Distance      Geod. Az  |
 DL5856|                                                           dddmmss.s |
 DL5856| DL5855 4210 W                              APPROX. 1.0 KM 3054031.1 |
 DL5856|---------------------------------------------------------------------|
 DL5856
 DL5856                          SUPERSEDED SURVEY CONTROL
 DL5856
 DL5856  NAVD 88 (11/04/09)  356.60   (m)         1169.9    (f) LEVELING    3  
 DL5856
 DL5856.Superseded values are not recommended for survey control.
 DL5856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5856.See file dsdata.txt to determine how the superseded data were derived.
 DL5856
 DL5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3810439082(NAD 83)
 DL5856
 DL5856_MARKER: F = FLANGE-ENCASED ROD
 DL5856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5856_STAMPING: 4210 X 2009
 DL5856_MARK LOGO: MNDT  
 DL5856_PROJECTION: RECESSED 3 CENTIMETERS
 DL5856_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5856+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5856_ROD/PIPE-DEPTH:  6.1 meters
 DL5856
 DL5856  HISTORY     - Date     Condition        Report By
 DL5856  HISTORY     - 2009     MONUMENTED       MNDT
 DL5856  HISTORY     - 20090604 GOOD             MNDT
 DL5856
 DL5856                          STATION DESCRIPTION
 DL5856
 DL5856'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5856'1 MILE NORTHWEST OF MINNEOTA, 0.75 MILE NORTHWEST ALONG TRUNK HIGHWAY
 DL5856'68 FROM JUNCTION OF TRUNK HIGHWAY 68 AND COUNTY ROAD 3 IN MINNEOTA, AT
 DL5856'TRUNK HIGHWAY 68 MILEPOINT 25.85, 94.0 FEET SOUTHWEST OF TRUNK HIGHWAY
 DL5856'68, 32.0 FEET EAST OF DRIVEWAY NUMBER 3549, 1.5 FEET NORTHEAST OF
 DL5856'WITNESS POST.
 DL5856
 DL5856                          STATION RECOVERY (2009)
 DL5856
 DL5856'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5856'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5857 ***********************************************************************
 DL5857  DESIGNATION -  4210 Y
 DL5857  PID         -  DL5857
 DL5857  STATE/COUNTY-  MN/LYON
 DL5857  COUNTRY     -  US
 DL5857  USGS QUAD   -  MINNEOTA (1967)
 DL5857
 DL5857                         *CURRENT SURVEY CONTROL
 DL5857  ______________________________________________________________________
 DL5857* NAD 83(2007) POSITION- 44 33 41.27416(N) 095 59 31.48592(W)   ADJUSTED  
 DL5857* NAD 83(2007) ELLIP HT-   329.823 (meters)        (11/04/09)   ADJUSTED
 DL5857* NAD 83(2007) EPOCH   -  2002.00
 DL5857* NAVD 88 ORTHO HEIGHT -   356.460  (meters)    1169.49  (feet) ADJUSTED  
 DL5857  ______________________________________________________________________
 DL5857  NAD 83(2007) X  -   -475,203.742 (meters)                     COMP
 DL5857  NAD 83(2007) Y  - -4,527,281.871 (meters)                     COMP
 DL5857  NAD 83(2007) Z  -  4,452,988.661 (meters)                     COMP
 DL5857  LAPLACE CORR    -         -4.99  (seconds)                    DEFLEC09
 DL5857  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DL5857  DYNAMIC HEIGHT  -        356.404 (meters)     1169.30  (feet) COMP
 DL5857  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 DL5857
 DL5857  HORZ ORDER      -  FIRST
 DL5857  VERT ORDER      -  SECOND    CLASS I
 DL5857  ELLP ORDER      -  THIRD     CLASS I
 DL5857
 DL5857.The horizontal coordinates were established by GPS observations
 DL5857.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5857
 DL5857.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5857.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5857
 DL5857.The horizontal coordinates are valid at the epoch date displayed above
 DL5857.which is a decimal equivalence of Year/Month/Day.
 DL5857
 DL5857.The orthometric height was determined by differential leveling and
 DL5857.adjusted in April 2012.
 DL5857
 DL5857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5857
 DL5857.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5857
 DL5857.The ellipsoidal height was determined by GPS observations
 DL5857.and is referenced to NAD 83.
 DL5857
 DL5857.The dynamic height is computed by dividing the NAVD 88
 DL5857.geopotential number by the normal gravity value computed on the
 DL5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5857.degrees latitude (g = 980.6199 gals.).
 DL5857
 DL5857.The modeled gravity was interpolated from observed gravity values.
 DL5857
 DL5857. The following values were computed from the NAD 83(2007) position.
 DL5857
 DL5857;                    North         East     Units Scale Factor Converg.
 DL5857;SPC MN S     -   275,424.781   641,765.250   MT  0.99992259   -1 23 46.7
 DL5857;SPC MN S     -   903,622.80  2,105,524.82   sFT  0.99992259   -1 23 46.7
 DL5857;UTM  15      - 4,938,592.028   262,384.660   MT  1.00029439   -2 06 01.6
 DL5857;UTM  14      - 4,938,638.290   738,873.381   MT  1.00030176   +2 06 41.7
 DL5857
 DL5857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5857!SPC MN S     -   0.99994829  x   0.99992259  =   0.99987088
 DL5857!UTM  15      -   0.99994829  x   1.00029439  =   1.00024266
 DL5857!UTM  14      -   0.99994829  x   1.00030176  =   1.00025003
 DL5857
 DL5857:                Primary Azimuth Mark                     Grid Az
 DL5857:SPC MN S     -  4210 Z                                   125 09 17.6
 DL5857:UTM  15      -  4210 Z                                   125 51 32.5
 DL5857:UTM  14      -  4210 Z                                   121 38 49.2
 DL5857
 DL5857|---------------------------------------------------------------------|
 DL5857| PID    Reference Object                     Distance      Geod. Az  |
 DL5857|                                                           dddmmss.s |
 DL5857| DL5858 4210 Z                              APPROX. 1.0 KM 1234530.9 |
 DL5857| DL5856 4210 X                              APPROX. 0.9 KM 3020649.6 |
 DL5857|---------------------------------------------------------------------|
 DL5857
 DL5857                          SUPERSEDED SURVEY CONTROL
 DL5857
 DL5857  NAVD 88 (11/04/09)  356.46   (m)         1169.5    (f) LEVELING    3  
 DL5857
 DL5857.Superseded values are not recommended for survey control.
 DL5857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5857.See file dsdata.txt to determine how the superseded data were derived.
 DL5857
 DL5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6238438592(NAD 83)
 DL5857
 DL5857_MARKER: F = FLANGE-ENCASED ROD
 DL5857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5857_STAMPING: 4210 Y 2009
 DL5857_MARK LOGO: MNDT  
 DL5857_PROJECTION: FLUSH
 DL5857_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5857+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5857_ROD/PIPE-DEPTH:  7.6 meters
 DL5857
 DL5857  HISTORY     - Date     Condition        Report By
 DL5857  HISTORY     - 2009     MONUMENTED       MNDT
 DL5857  HISTORY     - 20090604 GOOD             MNDT
 DL5857
 DL5857                          STATION DESCRIPTION
 DL5857
 DL5857'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5857'IN MINNEOTA, 0.2 MILE NORTHWEST ALONG TRUNK HIGHWAY 68 FROM JUNCTION
 DL5857'OF TRUNK HIGHWAY 68 AND COUNTY ROAD 3 IN MINNEOTA, AT TRUNK HIGHWAY 68
 DL5857'MILEPOINT 26.35, 88.2 FEET SOUTHWEST OF TRUNK HIGHWAY 68, 9.5 FEET
 DL5857'NORTHWEST OF BIKE PATH, 1.5 FEET SOUTHEAST OF WITNESS POST.
 DL5857
 DL5857                          STATION RECOVERY (2009)
 DL5857
 DL5857'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5857'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5858 ***********************************************************************
 DL5858  DESIGNATION -  4210 Z
 DL5858  PID         -  DL5858
 DL5858  STATE/COUNTY-  MN/LYON
 DL5858  COUNTRY     -  US
 DL5858  USGS QUAD   -  MINNEOTA (1967)
 DL5858
 DL5858                         *CURRENT SURVEY CONTROL
 DL5858  ______________________________________________________________________
 DL5858* NAD 83(2007) POSITION- 44 33 22.50133(N) 095 58 52.20814(W)   ADJUSTED  
 DL5858* NAD 83(2007) ELLIP HT-   329.308 (meters)        (11/04/09)   ADJUSTED
 DL5858* NAD 83(2007) EPOCH   -  2002.00
 DL5858* NAVD 88 ORTHO HEIGHT -   355.972  (meters)    1167.88  (feet) ADJUSTED  
 DL5858  ______________________________________________________________________
 DL5858  NAD 83(2007) X  -   -474,383.961 (meters)                     COMP
 DL5858  NAD 83(2007) Y  - -4,527,776.303 (meters)                     COMP
 DL5858  NAD 83(2007) Z  -  4,452,575.388 (meters)                     COMP
 DL5858  LAPLACE CORR    -         -4.74  (seconds)                    DEFLEC09
 DL5858  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DL5858  DYNAMIC HEIGHT  -        355.915 (meters)     1167.70  (feet) COMP
 DL5858  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 DL5858
 DL5858  HORZ ORDER      -  FIRST
 DL5858  VERT ORDER      -  SECOND    CLASS I
 DL5858  ELLP ORDER      -  THIRD     CLASS I
 DL5858
 DL5858.The horizontal coordinates were established by GPS observations
 DL5858.and adjusted by the MN DEPT OF TRANSP in November 2009.
 DL5858
 DL5858.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL5858.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL5858
 DL5858.The horizontal coordinates are valid at the epoch date displayed above
 DL5858.which is a decimal equivalence of Year/Month/Day.
 DL5858
 DL5858.The orthometric height was determined by differential leveling and
 DL5858.adjusted in April 2012.
 DL5858
 DL5858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL5858
 DL5858.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL5858
 DL5858.The ellipsoidal height was determined by GPS observations
 DL5858.and is referenced to NAD 83.
 DL5858
 DL5858.The dynamic height is computed by dividing the NAVD 88
 DL5858.geopotential number by the normal gravity value computed on the
 DL5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5858.degrees latitude (g = 980.6199 gals.).
 DL5858
 DL5858.The modeled gravity was interpolated from observed gravity values.
 DL5858
 DL5858. The following values were computed from the NAD 83(2007) position.
 DL5858
 DL5858;                    North         East     Units Scale Factor Converg.
 DL5858;SPC MN S     -   274,824.463   642,617.680   MT  0.99992249   -1 23 19.2
 DL5858;SPC MN S     -   901,653.26  2,108,321.51   sFT  0.99992249   -1 23 19.2
 DL5858;UTM  15      - 4,937,981.055   263,229.961   MT  1.00028946   -2 05 33.3
 DL5858;UTM  14      - 4,938,091.043   739,761.283   MT  1.00030699   +2 07 08.6
 DL5858
 DL5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL5858!SPC MN S     -   0.99994837  x   0.99992249  =   0.99987086
 DL5858!UTM  15      -   0.99994837  x   1.00028946  =   1.00023781
 DL5858!UTM  14      -   0.99994837  x   1.00030699  =   1.00025534
 DL5858
 DL5858:                Primary Azimuth Mark                     Grid Az
 DL5858:SPC MN S     -  4210 AA                                  125 00 34.9
 DL5858:UTM  15      -  4210 AA                                  125 42 49.0
 DL5858:UTM  14      -  4210 AA                                  121 30 07.1
 DL5858
 DL5858|---------------------------------------------------------------------|
 DL5858| PID    Reference Object                     Distance      Geod. Az  |
 DL5858|                                                           dddmmss.s |
 DL5858| DL5837 4210 AA                             APPROX. 1.0 KM 1233715.7 |
 DL5858|---------------------------------------------------------------------|
 DL5858
 DL5858                          SUPERSEDED SURVEY CONTROL
 DL5858
 DL5858  NAVD 88 (11/04/09)  355.97   (m)         1167.9    (f) LEVELING    3  
 DL5858
 DL5858.Superseded values are not recommended for survey control.
 DL5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5858.See file dsdata.txt to determine how the superseded data were derived.
 DL5858
 DL5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK6322937981(NAD 83)
 DL5858
 DL5858_MARKER: F = FLANGE-ENCASED ROD
 DL5858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5858_STAMPING: 4210 Z 2009
 DL5858_MARK LOGO: MNDT  
 DL5858_PROJECTION: FLUSH
 DL5858_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL5858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5858+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2009
 DL5858_ROD/PIPE-DEPTH:  6.1 meters
 DL5858
 DL5858  HISTORY     - Date     Condition        Report By
 DL5858  HISTORY     - 2009     MONUMENTED       MNDT
 DL5858  HISTORY     - 20090604 GOOD             MNDT
 DL5858
 DL5858                          STATION DESCRIPTION
 DL5858
 DL5858'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL5858'IN MINNEOTA, AT JUNCTION OF TRUNK HIGHWAY 68 AND RAILROAD DRIVE IN
 DL5858'MINNEOTA, AT TRUNK HIGHWAY 68 MILEPOINT 27.05, 77.0 FEET SOUTHEAST OF
 DL5858'RAILROAD DRIVE, 51.3 FEET SOUTHEAST OF POWER POLE, 44.0 FEET NORTHEAST
 DL5858'OF TRUNK HIGHWAY 68.   NO WITNESS POST SET.
 DL5858
 DL5858                          STATION RECOVERY (2009)
 DL5858
 DL5858'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MPP)
 DL5858'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5933 ***********************************************************************
 DF5933  DESIGNATION -  43
 DF5933  PID         -  DF5933
 DF5933  STATE/COUNTY-  MN/PINE
 DF5933  COUNTRY     -  US
 DF5933  USGS QUAD   -  CLOVERDALE (1981)
 DF5933
 DF5933                         *CURRENT SURVEY CONTROL
 DF5933  ______________________________________________________________________
 DF5933* NAD 83(2007) POSITION- 46 06 49.69611(N) 092 37 35.63070(W)   ADJUSTED  
 DF5933* NAD 83(2007) ELLIP HT-   297.923 (meters)        (02/10/07)   ADJUSTED
 DF5933* NAD 83(2007) EPOCH   -  2002.00
 DF5933* NAVD 88 ORTHO HEIGHT -   324.7    (meters)    1065.    (feet) GPS OBS   
 DF5933  ______________________________________________________________________
 DF5933  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF5933  GEOID HEIGHT    -        -26.72  (meters)                     GEOID99
 DF5933  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DF5933  NAD 83(2007) X  -   -202,983.139 (meters)                     COMP
 DF5933  NAD 83(2007) Y  - -4,424,765.110 (meters)                     COMP
 DF5933  NAD 83(2007) Z  -  4,574,240.398 (meters)                     COMP
 DF5933  LAPLACE CORR    -          6.25  (seconds)                    DEFLEC09
 DF5933
 DF5933  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5933  Type                                         Horiz  Ellip  Dist(km)
 DF5933  -------------------------------------------------------------------
 DF5933  NETWORK                                       0.94   0.65
 DF5933  -------------------------------------------------------------------
 DF5933  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.14   0.70     11.03
 DF5933  -------------------------------------------------------------------
 DF5933  NOTE: Click here for information on individual local accuracy
 DF5933  values and other accuracy information.
 DF5933
 DF5933
 DF5933.The horizontal coordinates were established by GPS observations
 DF5933.and adjusted by the National Geodetic Survey in February 2007.
 DF5933
 DF5933.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5933.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5933
 DF5933.The horizontal coordinates are valid at the epoch date displayed above
 DF5933.which is a decimal equivalence of Year/Month/Day.
 DF5933
 DF5933.The orthometric height was determined by GPS observations and a
 DF5933.high-resolution geoid model.
 DF5933
 DF5933.Photographs are available for this station.
 DF5933
 DF5933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5933
 DF5933.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5933
 DF5933.The ellipsoidal height was determined by GPS observations
 DF5933.and is referenced to NAD 83.
 DF5933
 DF5933. The following values were computed from the NAD 83(2007) position.
 DF5933
 DF5933;                    North         East     Units Scale Factor Converg.
 DF5933;SPC MN C     -   225,080.795   925,480.988   MT  0.99992943   +1 10 27.7
 DF5933;SPC MN C     -   738,452.57  3,036,348.87   sFT  0.99992943   +1 10 27.7
 DF5933;UTM  15      - 5,106,759.852   528,856.659   MT  0.99961024   +0 16 08.9
 DF5933
 DF5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5933!SPC MN C     -   0.99995330  x   0.99992943  =   0.99988273
 DF5933!UTM  15      -   0.99995330  x   0.99961024  =   0.99956356
 DF5933
 DF5933                          SUPERSEDED SURVEY CONTROL
 DF5933
 DF5933  NAD 83(1996)-  46 06 49.69605(N)    092 37 35.63036(W) AD(       ) 1
 DF5933  ELLIP H (05/27/03)  297.967  (m)                       GP(       ) 3 1
 DF5933
 DF5933.Superseded values are not recommended for survey control.
 DF5933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5933.See file dsdata.txt to determine how the superseded data were derived.
 DF5933
 DF5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2885606759(NAD 83)
 DF5933
 DF5933_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5933_STAMPING: NO 43
 DF5933_MARK LOGO: MN-115
 DF5933_PROJECTION: FLUSH
 DF5933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5933+STABILITY: SURFACE MOTION
 DF5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5933+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2007
 DF5933
 DF5933  HISTORY     - Date     Condition        Report By
 DF5933  HISTORY     - 1999     MONUMENTED       MN-115
 DF5933  HISTORY     - 20070911 GOOD             MNDT
 DF5933
 DF5933                          STATION DESCRIPTION
 DF5933
 DF5933'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5933'12 MI (19.3 KM) ESE OF SANDSTONE, 3.25 MI (5.23 KM) EAST ON TH 123
 DF5933'THEN 9.6 MI (15.4 KM) EAST ON CO RD 30 THEN 1 MI (1.6 KM) SOUTH ON CO
 DF5933'RD 22, 32 FT (9.8 M) EAST OF CO RD 22, 13 FT (4.0 M) NORTH OF
 DF5933'DRIVEWAY, 2 FT (0.6 M) WEST OF WIT POST.
 DF5933
 DF5933                          STATION RECOVERY (2007)
 DF5933
 DF5933'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5933'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9904 ***********************************************************************
 AH9904  DESIGNATION -  43 DWE
 AH9904  PID         -  AH9904
 AH9904  STATE/COUNTY-  MN/NORMAN
 AH9904  COUNTRY     -  US
 AH9904  USGS QUAD   -  TWIN VALLEY (1965)
 AH9904
 AH9904                         *CURRENT SURVEY CONTROL
 AH9904  ______________________________________________________________________
 AH9904* NAD 83(1986) POSITION- 47 20 24.     (N) 096 15 29.     (W)   SCALED    
 AH9904* NAVD 88 ORTHO HEIGHT -   330.765  (meters)    1085.18  (feet) ADJUSTED  
 AH9904  ______________________________________________________________________
 AH9904  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AH9904  DYNAMIC HEIGHT  -        330.809 (meters)     1085.33  (feet) COMP
 AH9904  MODELED GRAVITY -    980,735.1   (mgal)                       NAVD 88
 AH9904
 AH9904  VERT ORDER      -  SECOND    CLASS I
 AH9904
 AH9904.The horizontal coordinates were scaled from a topographic map and have
 AH9904.an estimated accuracy of +/- 6 seconds.
 AH9904.
 AH9904.The orthometric height was determined by differential leveling and
 AH9904.adjusted in June 2004.
 AH9904
 AH9904.No vertical observational check was made to the station.
 AH9904
 AH9904.The dynamic height is computed by dividing the NAVD 88
 AH9904.geopotential number by the normal gravity value computed on the
 AH9904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9904.degrees latitude (g = 980.6199 gals.).
 AH9904
 AH9904.The modeled gravity was interpolated from observed gravity values.
 AH9904
 AH9904;                    North         East    Units  Estimated Accuracy
 AH9904;SPC MN N     -   198,260.      561,420.      MT  (+/- 180 meters Scaled)
 AH9904
 AH9904                          SUPERSEDED SURVEY CONTROL
 AH9904
 AH9904.No superseded survey control is available for this station.
 AH9904
 AH9904_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT071465(NAD 83)
 AH9904
 AH9904_MARKER: DV = VERTICAL CONTROL DISK
 AH9904_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AH9904_STAMPING: 43 DWE 1963
 AH9904_MARK LOGO: USGS  
 AH9904_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH9904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH9904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9904+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1993
 AH9904
 AH9904  HISTORY     - Date     Condition        Report By
 AH9904  HISTORY     - 1963     MONUMENTED       USGS
 AH9904  HISTORY     - 19930209 GOOD             MNDT
 AH9904
 AH9904                          STATION DESCRIPTION
 AH9904
 AH9904'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH9904'2.25 MI (3.62 KM) SSE OF GARY, 1.0 MI (1.6 KM) EAST ALONG TH 200 FROM
 AH9904'NORTH JCT OF TH 200 AND TH 32, AT TH 200 MP 32.9, THEN 1.0 MI (1.6 KM)
 AH9904'NORTH ALONG RD, 64 FT (19.5 M) EAST OF RD, 31 FT (9.4 M) SOUTH OF
 AH9904'T-RD, AND 1.0 FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2370 ***********************************************************************
 PP2370  DESIGNATION -  43 GJS
 PP2370  PID         -  PP2370
 PP2370  STATE/COUNTY-  MN/GOODHUE
 PP2370  COUNTRY     -  US
 PP2370  USGS QUAD   -  CONCORD (1980)
 PP2370
 PP2370                         *CURRENT SURVEY CONTROL
 PP2370  ______________________________________________________________________
 PP2370* NAD 83(1996) POSITION- 44 14 23.26926(N) 092 47 28.62504(W)   NO CHECK  
 PP2370* NAVD 88 ORTHO HEIGHT -   382.3    (meters)    1254.    (feet) VERTCON   
 PP2370  ______________________________________________________________________
 PP2370  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 PP2370  LAPLACE CORR    -         -8.21  (seconds)                    DEFLEC09
 PP2370  HORZ ORDER      -  THIRD
 PP2370  VERT ORDER      -  THIRD ? (See Below)
 PP2370
 PP2370.The horizontal coordinates were established by classical geodetic methods
 PP2370.and adjusted by the National Geodetic Survey in March 1999.
 PP2370.
 PP2370.No horizontal observational check was made to the station.
 PP2370.
 PP2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 PP2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PP2370
 PP2370.The vertical order pertains to the NGVD 29 superseded value.
 PP2370
 PP2370.Photographs are available for this station.
 PP2370
 PP2370.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP2370
 PP2370. The following values were computed from the NAD 83(1996) position.
 PP2370
 PP2370;                    North         East     Units Scale Factor Converg.
 PP2370;SPC MN S     -   238,469.310   896,545.092   MT  0.99993242   +0 50 50.0
 PP2370;SPC MN S     -   782,378.06  2,941,415.02   sFT  0.99993242   +0 50 50.0
 PP2370;UTM  15      - 4,898,528.306   516,666.019   MT  0.99960342   +0 08 44.2
 PP2370
 PP2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP2370!SPC MN S     -   0.99994470  x   0.99993242  =   0.99987712
 PP2370!UTM  15      -   0.99994470  x   0.99960342  =   0.99954814
 PP2370
 PP2370                          SUPERSEDED SURVEY CONTROL
 PP2370
 PP2370  NAD 83(1986)-  44 14 23.26168(N)    092 47 28.62045(W) AD(       ) 3
 PP2370  NAD 27      -  44 14 23.39219(N)    092 47 27.91654(W) AD(       ) 3
 PP2370  NGVD 29 (07/19/86)  382.2    (m)         1254.     (f) LEVELING    3  
 PP2370
 PP2370.Superseded values are not recommended for survey control.
 PP2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2370.See file dsdata.txt to determine how the superseded data were derived.
 PP2370
 PP2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1666698528(NAD 83)
 PP2370
 PP2370_MARKER: DD = SURVEY DISK
 PP2370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP2370_STAMPING: 43 GJS 1964 1254
 PP2370_MARK LOGO: USGS  
 PP2370_PROJECTION: RECESSED 5 CENTIMETERS
 PP2370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PP2370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2370+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 PP2370
 PP2370  HISTORY     - Date     Condition        Report By
 PP2370  HISTORY     - 1964     MONUMENTED       USGS
 PP2370  HISTORY     - 20090616 GOOD             MNDT
 PP2370
 PP2370                          STATION DESCRIPTION
 PP2370
 PP2370'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (GJS)
 PP2370'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH OF THE TOWN OF
 PP2370'WANAMINGO, IN THE NW 1/4 OF SECTION 19, T109N, R16W, IN THE SOUTHEAST
 PP2370'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 57 AND A GRAVEL ROAD.
 PP2370'
 PP2370'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PP2370'HIGHWAY 57, 0.5 MILE SOUTH OF WANAMINGO, GO SOUTH ON TRUNK HIGHWAY 57
 PP2370'FOR 3.85 MILES TO A CROSSROAD AND THE STATION IN THE SOUTHEAST
 PP2370'QUADRANT OF THE INTERSECTION.
 PP2370'
 PP2370'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 PP2370'STAMPED---43 GJS 1964 1254---, IS SET IN THE TOP OF A 6 INCH SQUARE
 PP2370'MAGNETIC PRECAST CONCRETE POST THAT PROJECTS 0.3 FOOT ABOVE THE
 PP2370'SURFACE OF THE GROUND.  THE MARK IS 71.0 FEET EAST OF THE CENTERLINE
 PP2370'OF TRUNK HIGHWAY 57, 25 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD, 4
 PP2370'FEET WEST-NORTHWEST OF A WOOD POST, AND 1.6 FEET NORTH OF A STEEL
 PP2370'WITNESS POST.
 PP2370'
 PP2370'THIS STATION IS AN AZIMUTH MARK FOR STATION DOE MNDT.
 PP2370
 PP2370                          STATION RECOVERY (2009)
 PP2370
 PP2370'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP2370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6560 ***********************************************************************
 DF6560  DESIGNATION -  43 GJS
 DF6560  PID         -  DF6560
 DF6560  STATE/COUNTY-  MN/NICOLLET
 DF6560  COUNTRY     -  US
 DF6560  USGS QUAD   -  COURTLAND (1964)
 DF6560
 DF6560                         *CURRENT SURVEY CONTROL
 DF6560  ______________________________________________________________________
 DF6560* NAD 83(2007) POSITION- 44 20 50.03009(N) 094 15 59.38092(W)   ADJUSTED  
 DF6560* NAD 83(2007) ELLIP HT-   278.468 (meters)        (02/10/07)   ADJUSTED
 DF6560* NAD 83(2007) EPOCH   -  2002.00
 DF6560* NAVD 88 ORTHO HEIGHT -   306.5    (meters)    1006.    (feet) GPS OBS   
 DF6560  ______________________________________________________________________
 DF6560  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6560  GEOID HEIGHT    -        -28.04  (meters)                     GEOID99
 DF6560  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF6560  NAD 83(2007) X  -   -339,897.772 (meters)                     COMP
 DF6560  NAD 83(2007) Y  - -4,556,128.740 (meters)                     COMP
 DF6560  NAD 83(2007) Z  -  4,435,958.983 (meters)                     COMP
 DF6560  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC09
 DF6560
 DF6560  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6560  Type                                         Horiz  Ellip  Dist(km)
 DF6560  -------------------------------------------------------------------
 DF6560  NETWORK                                       0.73   0.69
 DF6560  -------------------------------------------------------------------
 DF6560  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.92   0.78      6.56
 DF6560  -------------------------------------------------------------------
 DF6560  NOTE: Click here for information on individual local accuracy
 DF6560  values and other accuracy information.
 DF6560
 DF6560
 DF6560.The horizontal coordinates were established by GPS observations
 DF6560.and adjusted by the National Geodetic Survey in February 2007.
 DF6560
 DF6560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6560.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6560
 DF6560.The horizontal coordinates are valid at the epoch date displayed above
 DF6560.which is a decimal equivalence of Year/Month/Day.
 DF6560
 DF6560.The orthometric height was determined by GPS observations and a
 DF6560.high-resolution geoid model.
 DF6560
 DF6560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6560
 DF6560.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6560
 DF6560.The ellipsoidal height was determined by GPS observations
 DF6560.and is referenced to NAD 83.
 DF6560
 DF6560. The following values were computed from the NAD 83(2007) position.
 DF6560
 DF6560;                    North         East     Units Scale Factor Converg.
 DF6560;SPC MN S     -   249,727.084   778,752.144   MT  0.99992565   -0 11 12.5
 DF6560;SPC MN S     -   819,312.94  2,554,955.99   sFT  0.99992565   -0 11 12.5
 DF6560;UTM  15      - 4,911,220.086   399,053.771   MT  0.99972532   -0 53 07.3
 DF6560
 DF6560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6560!SPC MN S     -   0.99995634  x   0.99992565  =   0.99988199
 DF6560!UTM  15      -   0.99995634  x   0.99972532  =   0.99968167
 DF6560
 DF6560                          SUPERSEDED SURVEY CONTROL
 DF6560
 DF6560  NAD 83(1996)-  44 20 50.02949(N)    094 15 59.38030(W) AD(       ) 1
 DF6560  ELLIP H (07/31/03)  278.503  (m)                       GP(       ) 3 2
 DF6560
 DF6560.Superseded values are not recommended for survey control.
 DF6560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6560.See file dsdata.txt to determine how the superseded data were derived.
 DF6560
 DF6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9905311220(NAD 83)
 DF6560
 DF6560_MARKER: DD = SURVEY DISK
 DF6560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6560_STAMPING: 43 GJS 1963
 DF6560_MARK LOGO: USGS  
 DF6560_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6560+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6560
 DF6560  HISTORY     - Date     Condition        Report By
 DF6560  HISTORY     - 1963     MONUMENTED       USGS
 DF6560  HISTORY     - 20020711 GOOD             MNDT
 DF6560
 DF6560                          STATION DESCRIPTION
 DF6560
 DF6560'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6560'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8 MI (12.9 KM)
 DF6560'EAST OF KLOSSNER, 3.85 MI (6.20 KM) WEST ALONG CO RD 5 FROM THE JCT OF
 DF6560'CO RD 5 AND TH 111, 108 FT (32.9 M) WEST OF EAST ENT TO CEMETERY, 42
 DF6560'FT (12.8 M) NORTH OF CO RD 5, 6.5 FT (2.0 M) SSE OF CABLE MARKER, 3.3
 DF6560'FT (1.0 M) OF EAST OF WIT POST, RECESSED 1 INCH, MAGNETIC, AND
 DF6560'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1312 ***********************************************************************
 PQ1312  DESIGNATION -  43 JMK
 PQ1312  PID         -  PQ1312
 PQ1312  STATE/COUNTY-  MN/COTTONWOOD
 PQ1312  COUNTRY     -  US
 PQ1312  USGS QUAD   -  SANBORN SE (1967)
 PQ1312
 PQ1312                         *CURRENT SURVEY CONTROL
 PQ1312  ______________________________________________________________________
 PQ1312* NAD 83(1986) POSITION- 44 05 38.     (N) 095 05 57.     (W)   SCALED    
 PQ1312* NAVD 88 ORTHO HEIGHT -   407.361  (meters)    1336.48  (feet) ADJUSTED  
 PQ1312  ______________________________________________________________________
 PQ1312  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 PQ1312  DYNAMIC HEIGHT  -        407.285 (meters)     1336.23  (feet) COMP
 PQ1312  MODELED GRAVITY -    980,418.3   (mgal)                       NAVD 88
 PQ1312
 PQ1312  VERT ORDER      -  SECOND    CLASS I
 PQ1312
 PQ1312.The horizontal coordinates were scaled from a topographic map and have
 PQ1312.an estimated accuracy of +/- 6 seconds.
 PQ1312.
 PQ1312.The orthometric height was determined by differential leveling and
 PQ1312.adjusted in June 1995.
 PQ1312
 PQ1312.The dynamic height is computed by dividing the NAVD 88
 PQ1312.geopotential number by the normal gravity value computed on the
 PQ1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1312.degrees latitude (g = 980.6199 gals.).
 PQ1312
 PQ1312.The modeled gravity was interpolated from observed gravity values.
 PQ1312
 PQ1312;                    North         East    Units  Estimated Accuracy
 PQ1312;SPC MN S     -   222,140.      711,990.      MT  (+/- 180 meters Scaled)
 PQ1312
 PQ1312                          SUPERSEDED SURVEY CONTROL
 PQ1312
 PQ1312.No superseded survey control is available for this station.
 PQ1312
 PQ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ319844(NAD 83)
 PQ1312
 PQ1312_MARKER: DB = BENCH MARK DISK
 PQ1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1312_SP_SET: CONCRETE POST
 PQ1312_STAMPING: 43 JMK 1966
 PQ1312_MARK LOGO: USGS  
 PQ1312_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1312+STABILITY: SURFACE MOTION
 PQ1312
 PQ1312  HISTORY     - Date     Condition        Report By
 PQ1312  HISTORY     - 1966     MONUMENTED       USGS
 PQ1312  HISTORY     - 19810401 GOOD             MNDT
 PQ1312
 PQ1312                          STATION DESCRIPTION
 PQ1312
 PQ1312'DESCRIBED BY MN DEPT OF TRANSP 1981
 PQ1312'THE MARK IS LOCATED 3 MI (4.8 KM) NORTH ALONG TRUNK HIGHWAY 71 FROM
 PQ1312'ITS JUNCTION WITH TRUNK HIGHWAY 30 EAST OF JEFFERS, THENCE 1 MI (1.6
 PQ1312'KM) EAST ALONG A TOWNSHIP ROAD AND IS NEAR THE SW CORNER OF SECTION
 PQ1312'6, T107N, R35W.  THE MARK IS 86 FT (26.2 M) EAST OF AND ABOUT LEVEL
 PQ1312'WITH THE CENTER OF A NORTH-SOUTH TOWNSHIP ROAD, 43 FT (13.1 M) NORTH
 PQ1312'OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD AND 1.7 FT (0.5 M)
 PQ1312'SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS SURVEY
 PQ1312'DISK STAMPED---43 JMK 1966---, IS SET IN THE TOP OF A CONCRETE POST.
 PQ1312'A RAILROAD SPIKE BURIED ADJACENT TO THE POST MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7848 ***********************************************************************
 DG7848  DESIGNATION -  43 KED
 DG7848  PID         -  DG7848
 DG7848  STATE/COUNTY-  MN/STEARNS
 DG7848  COUNTRY     -  US
 DG7848  USGS QUAD   -  KIMBALL (1967)
 DG7848
 DG7848                         *CURRENT SURVEY CONTROL
 DG7848  ______________________________________________________________________
 DG7848* NAD 83(1986) POSITION- 45 18 37.7    (N) 094 21 45.2    (W)   HD_HELD2  
 DG7848* NAVD 88 ORTHO HEIGHT -   369.695  (meters)    1212.91  (feet) ADJUSTED  
 DG7848  ______________________________________________________________________
 DG7848  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DG7848  DYNAMIC HEIGHT  -        369.672 (meters)     1212.83  (feet) COMP
 DG7848  MODELED GRAVITY -    980,541.4   (mgal)                       NAVD 88
 DG7848
 DG7848  VERT ORDER      -  SECOND    CLASS I
 DG7848
 DG7848.The horizontal coordinates were established by autonomous hand held GPS
 DG7848.observations and have an estimated accuracy of +/- 10 meters.
 DG7848.
 DG7848.The orthometric height was determined by differential leveling and
 DG7848.adjusted in December 2004.
 DG7848
 DG7848.The dynamic height is computed by dividing the NAVD 88
 DG7848.geopotential number by the normal gravity value computed on the
 DG7848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7848.degrees latitude (g = 980.6199 gals.).
 DG7848
 DG7848.The modeled gravity was interpolated from observed gravity values.
 DG7848
 DG7848;                    North         East    Units  Estimated Accuracy
 DG7848;SPC MN C     -   134,515.      791,173.      MT  (+/- 10 meters HH2 GPS)
 DG7848
 DG7848                          SUPERSEDED SURVEY CONTROL
 DG7848
 DG7848.No superseded survey control is available for this station.
 DG7848
 DG7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9319118343(NAD 83)
 DG7848
 DG7848_MARKER: DD = SURVEY DISK
 DG7848_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG7848_SP_SET: BRIDGE ABUTMENT
 DG7848_STAMPING: 43 KED 1965
 DG7848_MARK LOGO: USGS  
 DG7848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7848+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 DG7848
 DG7848  HISTORY     - Date     Condition        Report By
 DG7848  HISTORY     - 1965     MONUMENTED       USGS
 DG7848  HISTORY     - 19960430 GOOD             MNDT
 DG7848  HISTORY     - 20010502 GOOD             MNDT
 DG7848
 DG7848                          STATION DESCRIPTION
 DG7848
 DG7848'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7848'THE MARK IS LOCATED 2.2 MI (3.5 KM) EAST OF WATKINS, 2.3 MI (3.7 KM)
 DG7848'EAST ON TH 55 FROM JCT OF TH 55 AND CO RD 13, AT TH 55 MP 128.8, IN SE
 DG7848'COR OF TH 55 BRDG 4954 OVER RR, 17.5 FT (5.3 M) SE OF TH 55.
 DG7848
 DG7848                          STATION RECOVERY (2001)
 DG7848
 DG7848'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DG7848'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0403 ***********************************************************************
 DI0403  DESIGNATION -  43 LNB
 DI0403  PID         -  DI0403
 DI0403  STATE/COUNTY-  MN/OTTER TAIL
 DI0403  COUNTRY     -  US
 DI0403  USGS QUAD   -  SEBEKA NW (1969)
 DI0403
 DI0403                         *CURRENT SURVEY CONTROL
 DI0403  ______________________________________________________________________
 DI0403* NAD 83(1986) POSITION- 46 37 48.4    (N) 095 12 20.3    (W)   HD_HELD2  
 DI0403* NAVD 88 ORTHO HEIGHT -   442.458  (meters)    1451.63  (feet) ADJUSTED  
 DI0403  ______________________________________________________________________
 DI0403  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DI0403  DYNAMIC HEIGHT  -        442.471 (meters)     1451.67  (feet) COMP
 DI0403  MODELED GRAVITY -    980,628.6   (mgal)                       NAVD 88
 DI0403
 DI0403  VERT ORDER      -  SECOND    CLASS I
 DI0403
 DI0403.The horizontal coordinates were established by autonomous hand held GPS
 DI0403.observations and have an estimated accuracy of +/- 10 meters.
 DI0403.
 DI0403.The orthometric height was determined by differential leveling and
 DI0403.adjusted in September 2006.
 DI0403
 DI0403.No vertical observational check was made to the station.
 DI0403
 DI0403.Photographs are available for this station.
 DI0403
 DI0403.The dynamic height is computed by dividing the NAVD 88
 DI0403.geopotential number by the normal gravity value computed on the
 DI0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0403.degrees latitude (g = 980.6199 gals.).
 DI0403
 DI0403.The modeled gravity was interpolated from observed gravity values.
 DI0403
 DI0403;                    North         East    Units  Estimated Accuracy
 DI0403;SPC MN C     -   281,624.      726,824.      MT  (+/- 10 meters HH2 GPS)
 DI0403
 DI0403                          SUPERSEDED SURVEY CONTROL
 DI0403
 DI0403.No superseded survey control is available for this station.
 DI0403
 DI0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM3116366423(NAD 83)
 DI0403
 DI0403_MARKER: DD = SURVEY DISK
 DI0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0403_STAMPING: 43 LNB 1967
 DI0403_MARK LOGO: USGS  
 DI0403_PROJECTION: RECESSED 3 CENTIMETERS
 DI0403_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0403+STABILITY: SURFACE MOTION
 DI0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0403+SATELLITE: SATELLITE OBSERVATIONS - 1967
 DI0403
 DI0403  HISTORY     - Date     Condition        Report By
 DI0403  HISTORY     - 1967     MONUMENTED       USGS
 DI0403
 DI0403                          STATION DESCRIPTION
 DI0403
 DI0403'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DI0403'5.35 MILES WEST OF SEBEKA, 5.35 MILES WEST ALONG COUNTY ROAD 8 FROM
 DI0403'THE JUNCTION OF COUNTY ROAD 8 AND TRUNK HIGHWAY 71 IN SEBEKA, TO TRUNK
 DI0403'HIGHWAY 71 MILEPOINT 238.90, 54 FEET NORTH OF COUNTY ROAD 8, 50 FEET
 DI0403'WEST OF 615 AVENUE, 18 FEET WEST OF CORNER FENCE POST, 0.8 FEET SOUTH
 DI0403'OF FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1942 ***********************************************************************
 DM1942  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1942  DESIGNATION -  43 NH
 DM1942  PID         -  DM1942
 DM1942  STATE/COUNTY-  MN/SWIFT
 DM1942  COUNTRY     -  US
 DM1942  USGS QUAD   -  BENSON (1968)
 DM1942
 DM1942                         *CURRENT SURVEY CONTROL
 DM1942  ______________________________________________________________________
 DM1942* NAD 83(2007) POSITION- 45 15 10.82113(N) 095 32 24.49966(W)   ADJUSTED  
 DM1942* NAD 83(2007) ELLIP HT-   293.855 (meters)        (08/04/10)   ADJUSTED
 DM1942* NAD 83(2007) EPOCH   -  2002.00
 DM1942* NAVD 88 ORTHO HEIGHT -   320.31   (meters)    1050.9   (feet) GPS OBS   
 DM1942  ______________________________________________________________________
 DM1942  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1942  GEOID HEIGHT    -        -26.38  (meters)                     GEOID03
 DM1942  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 DM1942  NAD 83(2007) X  -   -434,238.293 (meters)                     COMP
 DM1942  NAD 83(2007) Y  - -4,476,861.337 (meters)                     COMP
 DM1942  NAD 83(2007) Z  -  4,507,395.307 (meters)                     COMP
 DM1942  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC09
 DM1942  HORZ ORDER      -  FIRST
 DM1942  ELLP ORDER      -  THIRD     CLASS I
 DM1942
 DM1942.The horizontal coordinates were established by GPS observations
 DM1942.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1942
 DM1942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1942.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1942
 DM1942.The horizontal coordinates are valid at the epoch date displayed above
 DM1942.which is a decimal equivalence of Year/Month/Day.
 DM1942
 DM1942.The orthometric height was determined by GPS observations and a
 DM1942.high-resolution geoid model using precise GPS observation and
 DM1942.processing techniques.
 DM1942
 DM1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1942
 DM1942.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1942
 DM1942.The ellipsoidal height was determined by GPS observations
 DM1942.and is referenced to NAD 83.
 DM1942
 DM1942. The following values were computed from the NAD 83(2007) position.
 DM1942
 DM1942;                    North         East     Units Scale Factor Converg.
 DM1942;SPC MN S     -   351,482.823   679,106.719   MT  1.00000814   -1 04 46.3
 DM1942;SPC MN S     - 1,153,156.56  2,228,035.96   sFT  1.00000814   -1 04 46.3
 DM1942;UTM  15      - 5,014,195.752   300,681.738   MT  1.00008850   -1 48 16.8
 DM1942
 DM1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1942!SPC MN S     -   0.99995393  x   1.00000814  =   0.99996207
 DM1942!UTM  15      -   0.99995393  x   1.00008850  =   1.00004243
 DM1942
 DM1942                          SUPERSEDED SURVEY CONTROL
 DM1942
 DM1942.No superseded survey control is available for this station.
 DM1942
 DM1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL0068114195(NAD 83)
 DM1942
 DM1942_MARKER: DB = BENCH MARK DISK
 DM1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1942_STAMPING: 43 NH 1956
 DM1942_MARK LOGO: USGS  
 DM1942_PROJECTION: RECESSED 5 CENTIMETERS
 DM1942_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1942+STABILITY: SURFACE MOTION
 DM1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1942+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2008
 DM1942
 DM1942  HISTORY     - Date     Condition        Report By
 DM1942  HISTORY     - 19560401 MONUMENTED       USGS
 DM1942  HISTORY     - 20080324 GOOD             MNDT
 DM1942
 DM1942                          STATION DESCRIPTION
 DM1942
 DM1942'DESCRIBED BY MN DEPT OF TRANSP 2008 (MAS)
 DM1942'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1942'THE MARK IS 5.0 MILES SOUTHEAST OF BENSON, 3.3 MILES SOUTHEAST ALONG
 DM1942'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 DM1942'HIGHWAY 29 AT BENSON, THEN 2.8 MILES SOUTH ON COUNTY ROAD 81, 120 FEET
 DM1942'NORTH OF 50TH STREET, 395 FEET EAST OF COUNTY ROAD 81, 122.5 FEET
 DM1942'NORTH OF ROAD AT DRIVE NORTH, 28.0 FEET WEST OF DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5547 ***********************************************************************
 DM5547  DESIGNATION -  43 RC
 DM5547  PID         -  DM5547
 DM5547  STATE/COUNTY-  MN/LAKE
 DM5547  COUNTRY     -  US
 DM5547  USGS QUAD   -  MT WEBER (1985)
 DM5547
 DM5547                         *CURRENT SURVEY CONTROL
 DM5547  ______________________________________________________________________
 DM5547* NAD 83(1986) POSITION- 47 29 12.4    (N) 091 38 57.0    (W)   HD_HELD2  
 DM5547* NAVD 88 ORTHO HEIGHT -   553.480  (meters)    1815.88  (feet) ADJUSTED  
 DM5547  ______________________________________________________________________
 DM5547  GEOID HEIGHT    -        -28.54  (meters)                     GEOID09
 DM5547  DYNAMIC HEIGHT  -        553.557 (meters)     1816.13  (feet) COMP
 DM5547  MODELED GRAVITY -    980,733.0   (mgal)                       NAVD 88
 DM5547
 DM5547  VERT ORDER      -  SECOND    CLASS I
 DM5547
 DM5547.The horizontal coordinates were established by autonomous hand held GPS
 DM5547.observations and have an estimated accuracy of +/- 10 meters.
 DM5547.
 DM5547.The orthometric height was determined by differential leveling and
 DM5547.adjusted in June 2011.
 DM5547
 DM5547.The dynamic height is computed by dividing the NAVD 88
 DM5547.geopotential number by the normal gravity value computed on the
 DM5547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5547.degrees latitude (g = 980.6199 gals.).
 DM5547
 DM5547.The modeled gravity was interpolated from observed gravity values.
 DM5547
 DM5547;                    North         East    Units  Estimated Accuracy
 DM5547;SPC MN N     -   210,729.      909,323.      MT  (+/- 10 meters HH2 GPS)
 DM5547
 DM5547                          SUPERSEDED SURVEY CONTROL
 DM5547
 DM5547.No superseded survey control is available for this station.
 DM5547
 DM5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0176060144(NAD 83)
 DM5547
 DM5547_MARKER: DB = BENCH MARK DISK
 DM5547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5547_STAMPING: 43 RC 1949
 DM5547_MARK LOGO: USGS  
 DM5547_PROJECTION: PROJECTING 10 CENTIMETERS
 DM5547_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DM5547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5547+STABILITY: SURFACE MOTION
 DM5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5547+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DM5547
 DM5547  HISTORY     - Date     Condition        Report By
 DM5547  HISTORY     - 1949     MONUMENTED       USGS
 DM5547  HISTORY     - 20070731 GOOD             MNDT
 DM5547
 DM5547                          STATION DESCRIPTION
 DM5547
 DM5547'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM5547'THE MARK IS LOCATED ABOUT 15.3 MI (24.6 KM) EAST-NORTHEAST OF
 DM5547'FAIRBANKS, 15.0 MI (24.1 KM) SOUTHWEST OF ISABELLA, 8.1 MI (13.0 KM)
 DM5547'NORTHEAST OF TOIMI AND 4.7 MI (7.6 KM) WEST-NORTHWEST OF WHYTE
 DM5547'MINNESOTA.
 DM5547' 
 DM5547'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND FOREST ROAD
 DM5547'172 (WANLESS ROAD) AND POST OFFICE IN ISABELLA, GO 13.9 MI (22.4 KM)
 DM5547'NORTHWEST ALONG TRUNK HIGHWAY 1 TO MILE POINT 311.65, THENCE 13.2 MI
 DM5547'(21.2 KM) SOUTH ON COUNTY ROAD 2/SAWBILL TRAIL.
 DM5547' 
 DM5547'THE MARK IS FOUND 246.0 FT (75.0 M) NORTH OF FOREST ROAD 111 LEADING
 DM5547'TO MOUNT WEBER AND 1.0 FT (0.3 M) SOUTHEAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5787 ***********************************************************************
 DG5787  DESIGNATION -  43 SEM
 DG5787  PID         -  DG5787
 DG5787  STATE/COUNTY-  MN/AITKIN
 DG5787  COUNTRY     -  US
 DG5787  USGS QUAD   -  LIBBY (1980)
 DG5787
 DG5787                         *CURRENT SURVEY CONTROL
 DG5787  ______________________________________________________________________
 DG5787* NAD 83(1986) POSITION- 46 50 07.     (N) 093 20 10.     (W)   SCALED    
 DG5787* NAVD 88 ORTHO HEIGHT -   386.097  (meters)    1266.72  (feet) ADJUSTED  
 DG5787  ______________________________________________________________________
 DG5787  GEOID HEIGHT    -        -28.62  (meters)                     GEOID09
 DG5787  DYNAMIC HEIGHT  -        386.123 (meters)     1266.81  (feet) COMP
 DG5787  MODELED GRAVITY -    980,668.8   (mgal)                       NAVD 88
 DG5787
 DG5787  VERT ORDER      -  SECOND    CLASS I
 DG5787
 DG5787.The horizontal coordinates were scaled from a topographic map and have
 DG5787.an estimated accuracy of +/- 6 seconds.
 DG5787.
 DG5787.The orthometric height was determined by differential leveling and
 DG5787.adjusted in December 2004.
 DG5787
 DG5787.Photographs are available for this station.
 DG5787
 DG5787.The dynamic height is computed by dividing the NAVD 88
 DG5787.geopotential number by the normal gravity value computed on the
 DG5787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5787.degrees latitude (g = 980.6199 gals.).
 DG5787
 DG5787.The modeled gravity was interpolated from observed gravity values.
 DG5787
 DG5787;                    North         East    Units  Estimated Accuracy
 DG5787;SPC MN C     -   304,390.      869,720.      MT  (+/- 180 meters Scaled)
 DG5787
 DG5787                          SUPERSEDED SURVEY CONTROL
 DG5787
 DG5787.No superseded survey control is available for this station.
 DG5787
 DG5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM743869(NAD 83)
 DG5787
 DG5787_MARKER: DB = BENCH MARK DISK
 DG5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5787_STAMPING: 43 SEM 1967
 DG5787_MARK LOGO: USGS  
 DG5787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5787+STABILITY: SURFACE MOTION
 DG5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5787+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2000
 DG5787
 DG5787  HISTORY     - Date     Condition        Report By
 DG5787  HISTORY     - 1967     MONUMENTED       USGS
 DG5787  HISTORY     - 20000911 GOOD             MNDT
 DG5787
 DG5787                          STATION DESCRIPTION
 DG5787
 DG5787'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG5787'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 3
 DG5787'MI (4.8 KM) NORTH OF LIBBY, AT TH 65 MP 134.2, 57 FT (17.4 M) SOUTH
 DG5787'AND 59 FT (18.0 M) EAST OF TH 65, 53 FT (16.2 M) SOUTH OF ENT, 17 FT
 DG5787'(5.2 M) WSW OF CABLE MARKER, 1.2 FT (0.4 M) WEST OF WIT POST, FLUSH,
 DG5787'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0072 ***********************************************************************
 PQ0072  DESIGNATION -  4302 B
 PQ0072  PID         -  PQ0072
 PQ0072  STATE/COUNTY-  MN/MCLEOD
 PQ0072  COUNTRY     -  US
 PQ0072  USGS QUAD   -  WINSTED (1982)
 PQ0072
 PQ0072                         *CURRENT SURVEY CONTROL
 PQ0072  ______________________________________________________________________
 PQ0072* NAD 83(1986) POSITION- 44 54 21.8    (N) 094 02 48.3    (W)   HD_HELD2  
 PQ0072* NAVD 88 ORTHO HEIGHT -   304.070  (meters)     997.60  (feet) ADJUSTED  
 PQ0072  ______________________________________________________________________
 PQ0072  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PQ0072  DYNAMIC HEIGHT  -        304.042 (meters)      997.51  (feet) COMP
 PQ0072  MODELED GRAVITY -    980,516.9   (mgal)                       NAVD 88
 PQ0072
 PQ0072  VERT ORDER      -  SECOND    CLASS I
 PQ0072
 PQ0072.The horizontal coordinates were established by autonomous hand held GPS
 PQ0072.observations and have an estimated accuracy of +/- 10 meters.
 PQ0072.
 PQ0072.The orthometric height was determined by differential leveling and
 PQ0072.adjusted in June 1991.
 PQ0072
 PQ0072.Photographs are available for this station.
 PQ0072
 PQ0072.The dynamic height is computed by dividing the NAVD 88
 PQ0072.geopotential number by the normal gravity value computed on the
 PQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0072.degrees latitude (g = 980.6199 gals.).
 PQ0072
 PQ0072.The modeled gravity was interpolated from observed gravity values.
 PQ0072
 PQ0072;                    North         East    Units  Estimated Accuracy
 PQ0072;SPC MN S     -   311,788.      796,308.      MT  (+/- 10 meters HH2 GPS)
 PQ0072
 PQ0072                          SUPERSEDED SURVEY CONTROL
 PQ0072
 PQ0072  NGVD 29 (??/??/92)  303.97   (m)          997.3    (f) COMPUTED    2 0
 PQ0072
 PQ0072.Superseded values are not recommended for survey control.
 PQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0072.See file dsdata.txt to determine how the superseded data were derived.
 PQ0072
 PQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1736573047(NAD 83)
 PQ0072
 PQ0072_MARKER: DB = BENCH MARK DISK
 PQ0072_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0072_SP_SET: BOX CULVERT AT SMALL CREEK
 PQ0072_STAMPING: 4302 B 1972
 PQ0072_MARK LOGO: MNHD  
 PQ0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0072+STABILITY: SURFACE MOTION
 PQ0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0072+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 PQ0072
 PQ0072  HISTORY     - Date     Condition        Report By
 PQ0072  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0072  HISTORY     - 1989     GOOD             MNDT
 PQ0072  HISTORY     - 20051005 GOOD             MNDT
 PQ0072
 PQ0072                          STATION DESCRIPTION
 PQ0072
 PQ0072'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0072'1.45 MI N FROM LESTER PRAIRIE.
 PQ0072'MARK IS LOCATED, 1.4 MILES NORTH ALONG TH 261 FROM THE JUNCTION OF TH
 PQ0072'261 AND COUNTY ROAD 23 IN LESTER PRAIRIE, THENCE, 0.3 MILES EAST ALONG
 PQ0072'TH 7, 42 FEET SOUTH OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF TH 7,
 PQ0072'IN THE SOUTHEAST CORNER (HEADWALL) OF A CONCRETE BOX CULVERT UNDER TH
 PQ0072'7 AT A DRAINAGE DITCH.  NW 1/4 SECTION 35, T 117, R 27.
 PQ0072
 PQ0072                          STATION RECOVERY (1989)
 PQ0072
 PQ0072'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0072'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/4
 PQ0072'MILES NORTH OF THE CITY OF LESTER PRAIRIE, 0.3 MILE EAST ALONG TRUNK
 PQ0072'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 261 (1.2 MILES NORTH OF
 PQ0072'LESTER PRAIRIE), AND IN THE NW 1/4 OF SECTION 35, T117N, R27W.  THE
 PQ0072'MARK IS 42.0 FEET SOUTH OF AND ABOUT 1.5 FEET LOWER THAN THE
 PQ0072'CENTERLINE OF HIGHWAY 7 AT MILEPOINT 158.2 AND 138.5 FEET EAST OF
 PQ0072'POWER POLE NUMBER 376.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 PQ0072'STAMPED---4302 B 1972---, IS SET IN THE SOUTHEAST CORNER OF THE EAST
 PQ0072'HEADWALL OF A BOX CULVERT (HIGHWAY OVER A SMALL CREEK).
 PQ0072
 PQ0072                          STATION RECOVERY (2005)
 PQ0072
 PQ0072'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0072'1.2 MILES NORTH OF LESTER PRAIRIE, 0.3 MILES EAST ON TRUNK HIGHWAY 7
 PQ0072'FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 261, IN SOUTHEAST
 PQ0072'CORNER OF TRUNK HIGHWAY 7 BOX CULVERT AT SMALL CREEK, 42 FEET SOUTH OF
 PQ0072'TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILEPOINT 158.2, 138.5 FEET EAST
 PQ0072'OF POWER POLE 376
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0070 ***********************************************************************
 PQ0070  DESIGNATION -  4302 C
 PQ0070  PID         -  PQ0070
 PQ0070  STATE/COUNTY-  MN/MCLEOD
 PQ0070  COUNTRY     -  US
 PQ0070  USGS QUAD   -  WINSTED (1982)
 PQ0070
 PQ0070                         *CURRENT SURVEY CONTROL
 PQ0070  ______________________________________________________________________
 PQ0070* NAD 83(1986) POSITION- 44 54 21.9    (N) 094 01 06.6    (W)   HD_HELD2  
 PQ0070* NAVD 88 ORTHO HEIGHT -   292.083  (meters)     958.28  (feet) ADJUSTED  
 PQ0070  ______________________________________________________________________
 PQ0070  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 PQ0070  DYNAMIC HEIGHT  -        292.057 (meters)      958.19  (feet) COMP
 PQ0070  MODELED GRAVITY -    980,519.6   (mgal)                       NAVD 88
 PQ0070
 PQ0070  VERT ORDER      -  SECOND    CLASS I
 PQ0070
 PQ0070.The horizontal coordinates were established by autonomous hand held GPS
 PQ0070.observations and have an estimated accuracy of +/- 10 meters.
 PQ0070.
 PQ0070.The orthometric height was determined by differential leveling and
 PQ0070.adjusted in February 2005.
 PQ0070
 PQ0070.Photographs are available for this station.
 PQ0070
 PQ0070.The dynamic height is computed by dividing the NAVD 88
 PQ0070.geopotential number by the normal gravity value computed on the
 PQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0070.degrees latitude (g = 980.6199 gals.).
 PQ0070
 PQ0070.The modeled gravity was interpolated from observed gravity values.
 PQ0070
 PQ0070;                    North         East    Units  Estimated Accuracy
 PQ0070;SPC MN S     -   311,790.      798,539.      MT  (+/- 10 meters HH2 GPS)
 PQ0070
 PQ0070                          SUPERSEDED SURVEY CONTROL
 PQ0070
 PQ0070  NAVD 88 (06/15/91)  292.136  (m)          958.45   (f) SUPERSEDED  2 0
 PQ0070  NGVD 29 (??/??/92)  292.04   (m)          958.1    (f) COMPUTED    2 0
 PQ0070
 PQ0070.Superseded values are not recommended for survey control.
 PQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0070.See file dsdata.txt to determine how the superseded data were derived.
 PQ0070
 PQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1959573022(NAD 83)
 PQ0070
 PQ0070_MARKER: DB = BENCH MARK DISK
 PQ0070_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ0070_SP_SET: EAST HEADWALL BOX CULVERT AT CRA
 PQ0070_STAMPING: 4302 C 1972
 PQ0070_MARK LOGO: MNHD  
 PQ0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0070+STABILITY: SURFACE MOTION
 PQ0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ0070+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 PQ0070
 PQ0070  HISTORY     - Date     Condition        Report By
 PQ0070  HISTORY     - 1972     MONUMENTED       MNHD
 PQ0070  HISTORY     - 1989     GOOD             MNDT
 PQ0070  HISTORY     - 20051005 GOOD             MNDT
 PQ0070
 PQ0070                          STATION DESCRIPTION
 PQ0070
 PQ0070'DESCRIBED BY MN HIGHWAY DEPT 1972
 PQ0070'2.1 MI NE FROM LESTER PRAIRIE.
 PQ0070'MARK IS LOCATED 1.4 MILES NORTH ALONG TH 261 FROM THE JUNCTION OF TH
 PQ0070'261 AND COUNTY ROAD 23 IN LESTER PRAIRIE, THENCE, 1.75 MILES EAST
 PQ0070'ALONG TH 7, 0.3 MILES WEST OF THE MCLEOD-CARVER COUNTY LINE, 45 FEET
 PQ0070'SOUTH OF, AND 1 FOOT LOWER THAN THE CENTERLINE OF TH 7, IN THE
 PQ0070'SOUTHEAST CORNER (HEADWALL) OF A CONCRETE BOX CULVERT UNDER TH 7 AT
 PQ0070'CRANE CREEK.  NE 1/4 SECTION 36, T 117, R 27.
 PQ0070
 PQ0070                          STATION RECOVERY (1989)
 PQ0070
 PQ0070'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0070'THE MARK WAS FOUND IN GOOD CONDITION. THE MARK IS LOCATED ABOUT 1-1/2
 PQ0070'MILES NORTHEAST OF THE CITY OF LESTER PRAIRIE, 1.75 MILE EAST ALONG
 PQ0070'TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAY 261 (1.2 MILES
 PQ0070'NORTH OF LESTER PRAIRIE) AND IN THE SE 1/4 OF SECTION 36, T117N, R27W.
 PQ0070'THE MARK IS 45.0 FEET SOUTH OF AND ABOUT 2.5 FEET LOWER THAN THE
 PQ0070'CENTERLINE OF HIGHWAY 7 AND AT MILEPOINT 159.6. THE MARK, A STANDARD
 PQ0070'MNHD BENCH MARK DISK STAMPED---4302-C-1972---, IS SET IN THE SOUTHEAST
 PQ0070'CORNER OF THE EAST HEADWALL BOX CULVERT (HIGHWAY 7 OVER CRANE CREEK).
 PQ0070
 PQ0070                          STATION RECOVERY (2005)
 PQ0070
 PQ0070'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ0070'1.5 MILES NORTHEAST OF LESTER PRAIRIE, 1.75 FEET EAST ON TRUNK HIGHWAY
 PQ0070'7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 261, IN SOUTHEAST
 PQ0070'CORNER OF EAST HEADWALL OF TRUNK HIGHWAY 7 BOX CULVERT AT CRANE CREEK,
 PQ0070'45 FEET SOUTH OF TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 7 MILEPOINT 159.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1169 ***********************************************************************
 PQ1169  DESIGNATION -  4302 D
 PQ1169  PID         -  PQ1169
 PQ1169  STATE/COUNTY-  MN/MCLEOD
 PQ1169  COUNTRY     -  US
 PQ1169  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1169
 PQ1169                         *CURRENT SURVEY CONTROL
 PQ1169  ______________________________________________________________________
 PQ1169* NAD 83(2007) POSITION- 44 53 46.54070(N) 094 19 33.10422(W)   ADJUSTED  
 PQ1169* NAD 83(2007) ELLIP HT-   296.842 (meters)        (02/10/07)   ADJUSTED
 PQ1169* NAD 83(2007) EPOCH   -  2002.00
 PQ1169* NAVD 88 ORTHO HEIGHT -   324.218  (meters)    1063.71  (feet) ADJUSTED  
 PQ1169  ______________________________________________________________________
 PQ1169  NAD 83(2007) X  -   -341,386.791 (meters)                     COMP
 PQ1169  NAD 83(2007) Y  - -4,513,052.128 (meters)                     COMP
 PQ1169  NAD 83(2007) Z  -  4,479,398.629 (meters)                     COMP
 PQ1169  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC09
 PQ1169  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PQ1169  DYNAMIC HEIGHT  -        324.188 (meters)     1063.61  (feet) COMP
 PQ1169  MODELED GRAVITY -    980,515.1   (mgal)                       NAVD 88
 PQ1169
 PQ1169  VERT ORDER      -  SECOND    CLASS I
 PQ1169
 PQ1169  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1169  Type                                         Horiz  Ellip  Dist(km)
 PQ1169  -------------------------------------------------------------------
 PQ1169  NETWORK                                       0.76   0.59
 PQ1169  -------------------------------------------------------------------
 PQ1169  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.72   0.49      5.40
 PQ1169  -------------------------------------------------------------------
 PQ1169  NOTE: Click here for information on individual local accuracy
 PQ1169  values and other accuracy information.
 PQ1169
 PQ1169
 PQ1169.The horizontal coordinates were established by GPS observations
 PQ1169.and adjusted by the National Geodetic Survey in February 2007.
 PQ1169
 PQ1169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1169.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1169
 PQ1169.The horizontal coordinates are valid at the epoch date displayed above
 PQ1169.which is a decimal equivalence of Year/Month/Day.
 PQ1169
 PQ1169.The orthometric height was determined by differential leveling and
 PQ1169.adjusted in June 1995.
 PQ1169
 PQ1169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1169
 PQ1169.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1169
 PQ1169.The ellipsoidal height was determined by GPS observations
 PQ1169.and is referenced to NAD 83.
 PQ1169
 PQ1169.The dynamic height is computed by dividing the NAVD 88
 PQ1169.geopotential number by the normal gravity value computed on the
 PQ1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1169.degrees latitude (g = 980.6199 gals.).
 PQ1169
 PQ1169.The modeled gravity was interpolated from observed gravity values.
 PQ1169
 PQ1169. The following values were computed from the NAD 83(2007) position.
 PQ1169
 PQ1169;                    North         East     Units Scale Factor Converg.
 PQ1169;SPC MN S     -   310,750.063   774,261.934   MT  0.99994575   -0 13 42.3
 PQ1169;SPC MN S     - 1,019,519.17  2,540,224.36   sFT  0.99994575   -0 13 42.3
 PQ1169;UTM  15      - 4,972,281.466   395,313.328   MT  0.99973476   -0 56 09.3
 PQ1169
 PQ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1169!SPC MN S     -   0.99995346  x   0.99994575  =   0.99989921
 PQ1169!UTM  15      -   0.99995346  x   0.99973476  =   0.99968823
 PQ1169
 PQ1169                          SUPERSEDED SURVEY CONTROL
 PQ1169
 PQ1169  NAD 83(1996)-  44 53 46.54013(N)    094 19 33.10358(W) AD(       ) 1
 PQ1169  ELLIP H (06/18/03)  296.879  (m)                       GP(       ) 3 1
 PQ1169  NAD 83(1996)-  44 53 46.53958(N)    094 19 33.10542(W) AD(       ) 2
 PQ1169  NAD 83(1986)-  44 53 46.53501(N)    094 19 33.09935(W) AD(       ) 2
 PQ1169  NAVD 88 (12/14/98)  324.22   (m)         1063.7    (f) LEVELING    3  
 PQ1169  NGVD 29 (08/17/90)  324.17   (m)         1063.5    (f) LEVELING    3  
 PQ1169
 PQ1169.Superseded values are not recommended for survey control.
 PQ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1169.See file dsdata.txt to determine how the superseded data were derived.
 PQ1169
 PQ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9531372281(NAD 83)
 PQ1169
 PQ1169_MARKER: DV = VERTICAL CONTROL DISK
 PQ1169_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1169_SP_SET: ALUMINUM ALLOY ROD
 PQ1169_STAMPING: 4302 D 1984
 PQ1169_MARK LOGO: MNDT  
 PQ1169_PROJECTION: FLUSH
 PQ1169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1169+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2000
 PQ1169
 PQ1169  HISTORY     - Date     Condition        Report By
 PQ1169  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1169  HISTORY     - 1986     GOOD             MNDT
 PQ1169  HISTORY     - 1989     GOOD             MNDT
 PQ1169  HISTORY     - 19960401 GOOD             MNDT
 PQ1169  HISTORY     - 20001120 SEE DESCRIPTION  MNDT
 PQ1169  HISTORY     - 20001121 MARK NOT FOUND   MNDT
 PQ1169
 PQ1169                          STATION DESCRIPTION
 PQ1169
 PQ1169'DESCRIBED BY MN DEPT OF TRANSP 1984 (DKH)
 PQ1169'THE STATION IS LOCATED ABOUT 2 MILES EAST OF THE TOWN OF HUTCHINSON,
 PQ1169'IN THE SE 1/4 OF SECTION 33, T117N, R29W, ON THE NORTH RIGHT-OF-WAY OF
 PQ1169'TRUNK HIGHWAY 7 AT MILEPOINT 144.2.
 PQ1169'
 PQ1169'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAYS 7, 15, AND 22
 PQ1169'IN HUTCHINSON, GO EAST ON TRUNK HIGHWAY 7 FOR 2.15 MILES TO THE
 PQ1169'STATION ON THE LEFT OPPOSITE A DRIVE IN THEATER.
 PQ1169'
 PQ1169'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1169'DISK STAMPED---4302 D 1984---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 PQ1169'DIAMETER ALUMINUM ROD THAT IS BURIED 0.1 FOOT BELOW THE SURFACE OF THE
 PQ1169'GROUND.  THE MARK IS 72.0 FEET NORTH OF THE CENTERLINE OF TRUNK
 PQ1169'HIGHWAY 7, 27.4 FEET EAST-SOUTHEAST OF A POWER POLE, 2.6 FEET SOUTH OF
 PQ1169'A RIGHT-OF-WAY POST, AND 2.0 FEET WEST OF A STEEL WITNESS POST.
 PQ1169'
 PQ1169'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1169
 PQ1169                          STATION RECOVERY (1986)
 PQ1169
 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1986 (DKH)
 PQ1169'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1984.
 PQ1169
 PQ1169                          STATION RECOVERY (1989)
 PQ1169
 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 PQ1169'IN THE SE 1/4 OF SECTION 33, T117N, R29W, 2.2 MILES EAST ALONG TRUNK
 PQ1169'HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 15 AND 22 IN
 PQ1169'HUTCHINSON, 72.0 FEET NORTH OF AND AND ABOUT 3 FEET LOWER THAN THE
 PQ1169'CENTERLINE OF HIGHWAY 7 AT MILEPOINT 144.2, 27.4 FEET EAST-SOUTHEAST
 PQ1169'OF A POWER POLE,  2.6 FEET SOUTH OF A RIGHT-OF-WAY POST, AND 2.0
 PQ1169'FEET WEST OF A STEEL WITNESS POST, IS FORCED
 PQ1169'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY
 PQ1169'25 FOOT LONG ALUMINUM ALOY ROD.
 PQ1169
 PQ1169                          STATION RECOVERY (1996)
 PQ1169
 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PQ1169'MARK WAS RECOVERED AS DESCRIBED.
 PQ1169
 PQ1169                          STATION RECOVERY (2000)
 PQ1169
 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1169'THE MARK WAS RECOVERED OK AND OCCUPIED IN 1998.  THE MARK WAS NOT
 PQ1169'FOUND IN 2000 BECAUSE OF CONSTRUCTION IN THE AREA.
 PQ1169
 PQ1169                          STATION RECOVERY (2000)
 PQ1169
 PQ1169'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1169'MARK WAS NOT FOUND, POOR TIES AND NEW CONSTRUCTION IN THE AREA.
 PQ1169'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9119 ***********************************************************************
 DG9119  DESIGNATION -  4302 E
 DG9119  PID         -  DG9119
 DG9119  STATE/COUNTY-  MN/MCLEOD
 DG9119  COUNTRY     -  US
 DG9119  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9119
 DG9119                         *CURRENT SURVEY CONTROL
 DG9119  ______________________________________________________________________
 DG9119* NAD 83(2007) POSITION- 44 53 32.00029(N) 094 18 15.57113(W)   ADJUSTED  
 DG9119* NAD 83(2007) ELLIP HT-   298.426 (meters)        (07/16/10)   ADJUSTED
 DG9119* NAD 83(2007) EPOCH   -  2002.00
 DG9119* NAVD 88 ORTHO HEIGHT -   325.824  (meters)    1068.97  (feet) ADJUSTED  
 DG9119  ______________________________________________________________________
 DG9119  NAD 83(2007) X  -   -339,714.214 (meters)                     COMP
 DG9119  NAD 83(2007) Y  - -4,513,497.174 (meters)                     COMP
 DG9119  NAD 83(2007) Z  -  4,479,081.759 (meters)                     COMP
 DG9119  LAPLACE CORR    -         -3.10  (seconds)                    DEFLEC09
 DG9119  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DG9119  DYNAMIC HEIGHT  -        325.793 (meters)     1068.87  (feet) COMP
 DG9119  MODELED GRAVITY -    980,513.9   (mgal)                       NAVD 88
 DG9119
 DG9119  HORZ ORDER      -  FIRST
 DG9119  VERT ORDER      -  SECOND    CLASS I
 DG9119  ELLP ORDER      -  THIRD     CLASS II
 DG9119
 DG9119.The horizontal coordinates were established by GPS observations
 DG9119.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DG9119
 DG9119.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG9119.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG9119
 DG9119.The horizontal coordinates are valid at the epoch date displayed above
 DG9119.which is a decimal equivalence of Year/Month/Day.
 DG9119
 DG9119.The orthometric height was determined by differential leveling and
 DG9119.adjusted in February 2005.
 DG9119
 DG9119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9119
 DG9119.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG9119
 DG9119.The ellipsoidal height was determined by GPS observations
 DG9119.and is referenced to NAD 83.
 DG9119
 DG9119.The dynamic height is computed by dividing the NAVD 88
 DG9119.geopotential number by the normal gravity value computed on the
 DG9119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9119.degrees latitude (g = 980.6199 gals.).
 DG9119
 DG9119.The modeled gravity was interpolated from observed gravity values.
 DG9119
 DG9119. The following values were computed from the NAD 83(2007) position.
 DG9119
 DG9119;                    North         East     Units Scale Factor Converg.
 DG9119;SPC MN S     -   310,294.681   775,961.341   MT  0.99994526   -0 12 47.9
 DG9119;SPC MN S     - 1,018,025.13  2,545,799.83   sFT  0.99994526   -0 12 47.9
 DG9119;UTM  15      - 4,971,805.237   397,006.623   MT  0.99973044   -0 55 14.3
 DG9119
 DG9119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9119!SPC MN S     -   0.99995321  x   0.99994526  =   0.99989847
 DG9119!UTM  15      -   0.99995321  x   0.99973044  =   0.99968366
 DG9119
 DG9119                          SUPERSEDED SURVEY CONTROL
 DG9119
 DG9119  NAVD 88 (07/16/10)  325.82   (m)         1069.0    (f) LEVELING    3  
 DG9119
 DG9119.Superseded values are not recommended for survey control.
 DG9119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG9119.See file dsdata.txt to determine how the superseded data were derived.
 DG9119
 DG9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9700671805(NAD 83)
 DG9119
 DG9119_MARKER: DV = VERTICAL CONTROL DISK
 DG9119_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9119_STAMPING: 4302 E 1989
 DG9119_MARK LOGO: MNDT  
 DG9119_PROJECTION: RECESSED 13 CENTIMETERS
 DG9119_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9119+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2009
 DG9119
 DG9119  HISTORY     - Date     Condition        Report By
 DG9119  HISTORY     - 19890601 MONUMENTED       MNDT
 DG9119  HISTORY     - 20090610 GOOD             MNDT
 DG9119
 DG9119                          STATION DESCRIPTION
 DG9119
 DG9119'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9119'THE MARK IS LOCATED ABOUT 3 MILES EAST OF THE CITY OF HUTCHINSON, 3.25
 DG9119'MILES EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAYS
 DG9119'15 AND 22 IN HUTCHINSON, AND IN THE SE 1/4 OF SECTION 3, T116N, R29W.
 DG9119'THE MARK IS 128.0 FEET SOUTH OF AND ABOUT 3 FEET LOWER THAN THE
 DG9119'CENTERLINE OF HIGHWAY 7, AT MILEPOINT 145.25, 31.0 FEET EAST OF THE
 DG9119'CENTER OF A GRAVEL ROAD, 1.8 FEET WEST OF A POWER POLE WITH A
 DG9119'TRANSFORMER, 76.0 FEET EAST-NORTHEAST OF A POWER POLE WITH A METER,
 DG9119'AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 DG9119'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4302 E
 DG9119'1989---, FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 25 FOOT LONG
 DG9119'DRIVEN ALUMINUM ALLOY ROD.
 DG9119
 DG9119                          STATION RECOVERY (2009)
 DG9119
 DG9119'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DG9119'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG9119'THE MARK IS 3.25 MILES EAST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK
 DG9119'HIGHWAY 15 AND TRUNK HIGHWAY 7/TRUNK HIGHWAY 22 AT HUTCHINSON, AT
 DG9119'TRUNK HIGHWAY 7 MILEPOINT 145.3, 128.0 FEET SOUTH OF TRUNK HIGHWAY 7,
 DG9119'76 FEET EAST-NORTHEAST OF POWER POLE WITH METER, 31.0 FEET EAST OF
 DG9119'NICKEL AVENUE, 1.8 FEET WEST OF POWER POLE WITH TRANSFORMER, 1.0 FOOT
 DG9119'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9120 ***********************************************************************
 DG9120  DESIGNATION -  4302 F
 DG9120  PID         -  DG9120
 DG9120  STATE/COUNTY-  MN/MCLEOD
 DG9120  COUNTRY     -  US
 DG9120  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9120
 DG9120                         *CURRENT SURVEY CONTROL
 DG9120  ______________________________________________________________________
 DG9120* NAD 83(1986) POSITION- 44 53 44.     (N) 094 17 22.     (W)   SCALED    
 DG9120* NAVD 88 ORTHO HEIGHT -   324.893  (meters)    1065.92  (feet) ADJUSTED  
 DG9120  ______________________________________________________________________
 DG9120  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 DG9120  DYNAMIC HEIGHT  -        324.863 (meters)     1065.82  (feet) COMP
 DG9120  MODELED GRAVITY -    980,513.9   (mgal)                       NAVD 88
 DG9120
 DG9120  VERT ORDER      -  SECOND    CLASS I
 DG9120
 DG9120.The horizontal coordinates were scaled from a topographic map and have
 DG9120.an estimated accuracy of +/- 6 seconds.
 DG9120.
 DG9120.The orthometric height was determined by differential leveling and
 DG9120.adjusted in February 2005.
 DG9120
 DG9120.The dynamic height is computed by dividing the NAVD 88
 DG9120.geopotential number by the normal gravity value computed on the
 DG9120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9120.degrees latitude (g = 980.6199 gals.).
 DG9120
 DG9120.The modeled gravity was interpolated from observed gravity values.
 DG9120
 DG9120;                    North         East    Units  Estimated Accuracy
 DG9120;SPC MN S     -   310,660.      777,140.      MT  (+/- 180 meters Scaled)
 DG9120
 DG9120                          SUPERSEDED SURVEY CONTROL
 DG9120
 DG9120.No superseded survey control is available for this station.
 DG9120
 DG9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK981721(NAD 83)
 DG9120
 DG9120_MARKER: DV = VERTICAL CONTROL DISK
 DG9120_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9120_STAMPING: 4302 F 1989
 DG9120_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9120
 DG9120  HISTORY     - Date     Condition        Report By
 DG9120  HISTORY     - 1989     MONUMENTED       MNDT
 DG9120
 DG9120                          STATION DESCRIPTION
 DG9120
 DG9120'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9120'THE MARK IS LOCATED ABOUT 4 MILES EAST OF THE CITY OF HUTCHINSON, 3.95
 DG9120'MILES EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK HIGHWAYS
 DG9120'15 AND 22 IN HUTCHINSON, AND IN THE SW 1/4 OF SECTION 35, T117N, R29W.
 DG9120'THE MARK IS 70.0 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE
 DG9120'CENTERLINE OF HIGHWAY 7, AT MILEPOINT 146, 112.0 FEET NORTH-NORTHEAST
 DG9120'OF MILEPOST 146, 141.0 FEET WEST OF THE CENTER OF A DRIVEWAY, 5.6 FEET
 DG9120'WEST OF A POWER POLE, AND 1.3 FEET EAST OF A STEEL WITNESS POST.  THE
 DG9120'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DG9120'STAMPED---4302 F 1989---, FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER
 DG9120'BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 DG9120'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9121 ***********************************************************************
 DG9121  DESIGNATION -  4302 G
 DG9121  PID         -  DG9121
 DG9121  STATE/COUNTY-  MN/MCLEOD
 DG9121  COUNTRY     -  US
 DG9121  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9121
 DG9121                         *CURRENT SURVEY CONTROL
 DG9121  ______________________________________________________________________
 DG9121* NAD 83(1986) POSITION- 44 53 31.     (N) 094 16 24.     (W)   SCALED    
 DG9121* NAVD 88 ORTHO HEIGHT -   326.034  (meters)    1069.66  (feet) ADJUSTED  
 DG9121  ______________________________________________________________________
 DG9121  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 DG9121  DYNAMIC HEIGHT  -        326.003 (meters)     1069.56  (feet) COMP
 DG9121  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 DG9121
 DG9121  VERT ORDER      -  SECOND    CLASS I
 DG9121
 DG9121.The horizontal coordinates were scaled from a topographic map and have
 DG9121.an estimated accuracy of +/- 6 seconds.
 DG9121.
 DG9121.The orthometric height was determined by differential leveling and
 DG9121.adjusted in February 2005.
 DG9121
 DG9121.The dynamic height is computed by dividing the NAVD 88
 DG9121.geopotential number by the normal gravity value computed on the
 DG9121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9121.degrees latitude (g = 980.6199 gals.).
 DG9121
 DG9121.The modeled gravity was interpolated from observed gravity values.
 DG9121
 DG9121;                    North         East    Units  Estimated Accuracy
 DG9121;SPC MN S     -   310,260.      778,410.      MT  (+/- 180 meters Scaled)
 DG9121
 DG9121                          SUPERSEDED SURVEY CONTROL
 DG9121
 DG9121.No superseded survey control is available for this station.
 DG9121
 DG9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK994717(NAD 83)
 DG9121
 DG9121_MARKER: DV = VERTICAL CONTROL DISK
 DG9121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9121_STAMPING: 4302 G 1989
 DG9121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9121
 DG9121  HISTORY     - Date     Condition        Report By
 DG9121  HISTORY     - 1989     MONUMENTED       MNDT
 DG9121
 DG9121                          STATION DESCRIPTION
 DG9121
 DG9121'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9121'THE MARK IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF THE CITY OF SILVER
 DG9121'LAKE, 2.7 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DG9121'COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE) TO COUNTY ROAD 4, AND
 DG9121'IN THE SW 1/4 OF SECTION 35, T117N, R29W.  THE MARK IS 149.0 FEET
 DG9121'SOUTH OF THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 146.8, 78.5 FEET
 DG9121'EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF COUNTY ROAD 4, 1.7 FEET
 DG9121'NORTH OF A POWER POLE, AND 0.6 FOOT WEST OF A STEEL WITNESS POST.  THE
 DG9121'MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DG9121'STAMPED---4302 G 1989---, FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER
 DG9121'BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE
 DG9121'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9123 ***********************************************************************
 DG9123  DESIGNATION -  4302 H
 DG9123  PID         -  DG9123
 DG9123  STATE/COUNTY-  MN/MCLEOD
 DG9123  COUNTRY     -  US
 DG9123  USGS QUAD   -  SILVER LAKE (1982)
 DG9123
 DG9123                         *CURRENT SURVEY CONTROL
 DG9123  ______________________________________________________________________
 DG9123* NAD 83(1986) POSITION- 44 53 33.     (N) 094 14 36.     (W)   SCALED    
 DG9123* NAVD 88 ORTHO HEIGHT -   322.295  (meters)    1057.40  (feet) ADJUSTED  
 DG9123  ______________________________________________________________________
 DG9123  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 DG9123  DYNAMIC HEIGHT  -        322.264 (meters)     1057.29  (feet) COMP
 DG9123  MODELED GRAVITY -    980,511.8   (mgal)                       NAVD 88
 DG9123
 DG9123  VERT ORDER      -  SECOND    CLASS I
 DG9123
 DG9123.The horizontal coordinates were scaled from a topographic map and have
 DG9123.an estimated accuracy of +/- 6 seconds.
 DG9123.
 DG9123.The orthometric height was determined by differential leveling and
 DG9123.adjusted in February 2005.
 DG9123
 DG9123.The dynamic height is computed by dividing the NAVD 88
 DG9123.geopotential number by the normal gravity value computed on the
 DG9123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9123.degrees latitude (g = 980.6199 gals.).
 DG9123
 DG9123.The modeled gravity was interpolated from observed gravity values.
 DG9123
 DG9123;                    North         East    Units  Estimated Accuracy
 DG9123;SPC MN S     -   310,310.      780,780.      MT  (+/- 180 meters Scaled)
 DG9123
 DG9123                          SUPERSEDED SURVEY CONTROL
 DG9123
 DG9123.No superseded survey control is available for this station.
 DG9123
 DG9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK018717(NAD 83)
 DG9123
 DG9123_MARKER: DV = VERTICAL CONTROL DISK
 DG9123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9123_STAMPING: 4302 H 1989
 DG9123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9123
 DG9123  HISTORY     - Date     Condition        Report By
 DG9123  HISTORY     - 1989     MONUMENTED       MNDT
 DG9123
 DG9123                          STATION DESCRIPTION
 DG9123
 DG9123'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9123'THE MARK IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF THE CITY OF
 DG9123'SILVER LAKE, 2.0 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION
 DG9123'WITH COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE), NEAR A
 DG9123'CEMETERY, AND IN THE NW 1/4 OF SECTION 6, T116N, R28W.  THE MARK IS
 DG9123'69.5 FEET NORTH OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 DG9123'HIGHWAY 7, AT MILEPOINT 148.3, 44.0 FEET WEST OF WEST ENTRANCE TO THE
 DG9123'CEMETERY, 7.6 FEET NORTHWEST OF A STEEL RIGHT - OF - WAY POST AND 2.0
 DG9123'FEET WEST-NORTHWEST OF A POWER POLE.  THE MARK, A STANDARD MNDT
 DG9123'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4302 H
 DG9123'1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 25 FOOT LONG
 DG9123'DRIVEN ALUMINUM ALLOY ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9146 ***********************************************************************
 DG9146  DESIGNATION -  4302 J
 DG9146  PID         -  DG9146
 DG9146  STATE/COUNTY-  MN/MCLEOD
 DG9146  COUNTRY     -  US
 DG9146  USGS QUAD   -  SILVER LAKE (1982)
 DG9146
 DG9146                         *CURRENT SURVEY CONTROL
 DG9146  ______________________________________________________________________
 DG9146* NAD 83(1986) POSITION- 44 53 47.     (N) 094 13 18.     (W)   SCALED    
 DG9146* NAVD 88 ORTHO HEIGHT -   320.469  (meters)    1051.41  (feet) ADJUSTED  
 DG9146  ______________________________________________________________________
 DG9146  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DG9146  DYNAMIC HEIGHT  -        320.438 (meters)     1051.30  (feet) COMP
 DG9146  MODELED GRAVITY -    980,511.5   (mgal)                       NAVD 88
 DG9146
 DG9146  VERT ORDER      -  SECOND    CLASS I
 DG9146
 DG9146.The horizontal coordinates were scaled from a topographic map and have
 DG9146.an estimated accuracy of +/- 6 seconds.
 DG9146.
 DG9146.The orthometric height was determined by differential leveling and
 DG9146.adjusted in February 2005.
 DG9146
 DG9146.The dynamic height is computed by dividing the NAVD 88
 DG9146.geopotential number by the normal gravity value computed on the
 DG9146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9146.degrees latitude (g = 980.6199 gals.).
 DG9146
 DG9146.The modeled gravity was interpolated from observed gravity values.
 DG9146
 DG9146;                    North         East    Units  Estimated Accuracy
 DG9146;SPC MN S     -   310,740.      782,490.      MT  (+/- 180 meters Scaled)
 DG9146
 DG9146                          SUPERSEDED SURVEY CONTROL
 DG9146
 DG9146.No superseded survey control is available for this station.
 DG9146
 DG9146_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK035721(NAD 83)
 DG9146
 DG9146_MARKER: DV = VERTICAL CONTROL DISK
 DG9146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9146_STAMPING: 4302 J 1989
 DG9146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9146
 DG9146  HISTORY     - Date     Condition        Report By
 DG9146  HISTORY     - 1989     MONUMENTED       MNDT
 DG9146
 DG9146                          STATION DESCRIPTION
 DG9146
 DG9146'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9146'THE MARK IS LOCATED ABOUT 1 MILES WEST-SOUTHWEST OF THE CITY OF SILVER
 DG9146'LAKE, 0.95 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DG9146'COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE), AND IN THE SE 1/4 OF
 DG9146'SECTION 32, T117N, R28W.  THE MARK IS 90.0 FEET SOUTHEAST OF ABOUT 3
 DG9146'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 149.35,
 DG9146'173.0 FEET EAST-NORTHEAST OF THE CENTER OF A GRAVEL FARM ENTRANCE, 4.2
 DG9146'FEET NORTH-NORTHEAST OF A CORNER FENCE POST, AND 1.3 FEET NORTH OF A
 DG9146'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 DG9146'VERTICAL CONTROL MONUMENT DISK STAMPED---4302 J 1989---, FORCED ONTO
 DG9146'THE TOP OF A 3/4 INCH DIAMETER BY 30 FOOT LONG DRIVEN ALUMINUM ALLOY
 DG9146'ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9126 ***********************************************************************
 DG9126  DESIGNATION -  4302 K
 DG9126  PID         -  DG9126
 DG9126  STATE/COUNTY-  MN/MCLEOD
 DG9126  COUNTRY     -  US
 DG9126  USGS QUAD   -  SILVER LAKE (1982)
 DG9126
 DG9126                         *CURRENT SURVEY CONTROL
 DG9126  ______________________________________________________________________
 DG9126* NAD 83(1986) POSITION- 44 54 11.     (N) 094 12 43.     (W)   SCALED    
 DG9126* NAVD 88 ORTHO HEIGHT -   317.858  (meters)    1042.84  (feet) ADJUSTED  
 DG9126  ______________________________________________________________________
 DG9126  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DG9126  DYNAMIC HEIGHT  -        317.828 (meters)     1042.74  (feet) COMP
 DG9126  MODELED GRAVITY -    980,511.9   (mgal)                       NAVD 88
 DG9126
 DG9126  VERT ORDER      -  SECOND    CLASS I
 DG9126
 DG9126.The horizontal coordinates were scaled from a topographic map and have
 DG9126.an estimated accuracy of +/- 6 seconds.
 DG9126.
 DG9126.The orthometric height was determined by differential leveling and
 DG9126.adjusted in February 2005.
 DG9126
 DG9126.The dynamic height is computed by dividing the NAVD 88
 DG9126.geopotential number by the normal gravity value computed on the
 DG9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9126.degrees latitude (g = 980.6199 gals.).
 DG9126
 DG9126.The modeled gravity was interpolated from observed gravity values.
 DG9126
 DG9126;                    North         East    Units  Estimated Accuracy
 DG9126;SPC MN S     -   311,480.      783,260.      MT  (+/- 180 meters Scaled)
 DG9126
 DG9126                          SUPERSEDED SURVEY CONTROL
 DG9126
 DG9126.No superseded survey control is available for this station.
 DG9126
 DG9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK043728(NAD 83)
 DG9126
 DG9126_MARKER: DV = VERTICAL CONTROL DISK
 DG9126_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9126_STAMPING: 4302 K 1989
 DG9126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9126
 DG9126  HISTORY     - Date     Condition        Report By
 DG9126  HISTORY     - 1989     MONUMENTED       MNDT
 DG9126
 DG9126                          STATION DESCRIPTION
 DG9126
 DG9126'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9126'THE MARK IS LOCATED ABOUT 1/4 MILE WEST-SOUTHWEST OF THE CITY OF
 DG9126'SILVER LAKE, 0.2 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION
 DG9126'WITH COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE), AT THE JUNCTION
 DG9126'OF COUNTY ROAD 92, AND IN THE NE 1/4 OF SECTION 32, T117N, R28W.  THE
 DG9126'MARK IS 98.0 FEET SOUTHEAST OF ABOUT 3 FEET LOWER THAN THE CENTERLINE
 DG9126'OF HIGHWAY 7, AT MILEPOINT 150.5, 69.5 FEET WEST-SOUTHWEST OF THE
 DG9126'CENTERLINE OF COUNTY ROAD 92, 32.1 FEET NORTH OF UNDERGROUND CABLE
 DG9126'MARKER POST NUMBER 42-1, 1.7 FEET NORTH OF A CORNER FENCE POST, AND
 DG9126'1.8 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 DG9126'STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DG9126'STAMPED---4302 J 1989---, FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER
 DG9126'BY 30 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 DG9126'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9127 ***********************************************************************
 DG9127  DESIGNATION -  4302 L
 DG9127  PID         -  DG9127
 DG9127  STATE/COUNTY-  MN/MCLEOD
 DG9127  COUNTRY     -  US
 DG9127  USGS QUAD   -  SILVER LAKE (1982)
 DG9127
 DG9127                         *CURRENT SURVEY CONTROL
 DG9127  ______________________________________________________________________
 DG9127* NAD 83(1986) POSITION- 44 54 10.     (N) 094 11 56.     (W)   SCALED    
 DG9127* NAVD 88 ORTHO HEIGHT -   325.555  (meters)    1068.09  (feet) ADJUSTED  
 DG9127  ______________________________________________________________________
 DG9127  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DG9127  DYNAMIC HEIGHT  -        325.523 (meters)     1067.99  (feet) COMP
 DG9127  MODELED GRAVITY -    980,511.5   (mgal)                       NAVD 88
 DG9127
 DG9127  VERT ORDER      -  SECOND    CLASS I
 DG9127
 DG9127.The horizontal coordinates were scaled from a topographic map and have
 DG9127.an estimated accuracy of +/- 6 seconds.
 DG9127.
 DG9127.The orthometric height was determined by differential leveling and
 DG9127.adjusted in February 2005.
 DG9127
 DG9127.The dynamic height is computed by dividing the NAVD 88
 DG9127.geopotential number by the normal gravity value computed on the
 DG9127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9127.degrees latitude (g = 980.6199 gals.).
 DG9127
 DG9127.The modeled gravity was interpolated from observed gravity values.
 DG9127
 DG9127;                    North         East    Units  Estimated Accuracy
 DG9127;SPC MN S     -   311,440.      784,290.      MT  (+/- 180 meters Scaled)
 DG9127
 DG9127                          SUPERSEDED SURVEY CONTROL
 DG9127
 DG9127.No superseded survey control is available for this station.
 DG9127
 DG9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK053728(NAD 83)
 DG9127
 DG9127_MARKER: DV = VERTICAL CONTROL DISK
 DG9127_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9127_STAMPING: 4302 L 1989
 DG9127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9127
 DG9127  HISTORY     - Date     Condition        Report By
 DG9127  HISTORY     - 1989     MONUMENTED       MNDT
 DG9127
 DG9127                          STATION DESCRIPTION
 DG9127
 DG9127'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9127'THE MARK IS LOCATED IN THE CITY OF SILVER LAKE, IN THE SOUTHEAST
 DG9127'QUADRANT OF THE INTERSECTION OF MAIN STREET AND TOWER AVENUE, IN THE
 DG9127'BASE OF THE SOUTHWEST LEG OF THE WATER TANK, AND IN THE NE 1/4 OF
 DG9127'SECTION 33, T117N, R28W.  THE MARK IS 212.0 FEET SOUTH OF THE CENTER
 DG9127'OF MAIN STREET WEST, 32.0 EAST OF AND ABOUT 1-1/5 FEET HIGHER THAN THE
 DG9127'CENTERLINE OF TOWER AVENUE SOUTHWEST, 26.2 FEET NORTH-NORTHWEST OF
 DG9127'POWER POLE NUMBER 45-12, AND 14.0 FEET NORTH OF THE CENTER OF GASOLINE
 DG9127'ALLEY.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 DG9127'STAMPED---4302 L 1989---, IS SET IN THE TOP OF THE CONCRETE BASE OF
 DG9127'THE SOUTHWEST LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9128 ***********************************************************************
 DG9128  DESIGNATION -  4302 M
 DG9128  PID         -  DG9128
 DG9128  STATE/COUNTY-  MN/MCLEOD
 DG9128  COUNTRY     -  US
 DG9128  USGS QUAD   -  SILVER LAKE (1982)
 DG9128
 DG9128                         *CURRENT SURVEY CONTROL
 DG9128  ______________________________________________________________________
 DG9128* NAD 83(1986) POSITION- 44 54 26.     (N) 094 11 41.     (W)   SCALED    
 DG9128* NAVD 88 ORTHO HEIGHT -   320.270  (meters)    1050.75  (feet) ADJUSTED  
 DG9128  ______________________________________________________________________
 DG9128  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DG9128  DYNAMIC HEIGHT  -        320.239 (meters)     1050.65  (feet) COMP
 DG9128  MODELED GRAVITY -    980,511.8   (mgal)                       NAVD 88
 DG9128
 DG9128  VERT ORDER      -  SECOND    CLASS I
 DG9128
 DG9128.The horizontal coordinates were scaled from a topographic map and have
 DG9128.an estimated accuracy of +/- 6 seconds.
 DG9128.
 DG9128.The orthometric height was determined by differential leveling and
 DG9128.adjusted in February 2005.
 DG9128
 DG9128.The dynamic height is computed by dividing the NAVD 88
 DG9128.geopotential number by the normal gravity value computed on the
 DG9128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9128.degrees latitude (g = 980.6199 gals.).
 DG9128
 DG9128.The modeled gravity was interpolated from observed gravity values.
 DG9128
 DG9128;                    North         East    Units  Estimated Accuracy
 DG9128;SPC MN S     -   311,940.      784,620.      MT  (+/- 180 meters Scaled)
 DG9128
 DG9128                          SUPERSEDED SURVEY CONTROL
 DG9128
 DG9128.No superseded survey control is available for this station.
 DG9128
 DG9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK056733(NAD 83)
 DG9128
 DG9128_MARKER: DV = VERTICAL CONTROL DISK
 DG9128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9128_STAMPING: 4302 M 1989
 DG9128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9128
 DG9128  HISTORY     - Date     Condition        Report By
 DG9128  HISTORY     - 1989     MONUMENTED       MNDT
 DG9128
 DG9128                          STATION DESCRIPTION
 DG9128
 DG9128'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9128'THE MARK IS LOCATED ON THE NORTHEAST EDGE OF THE CITY OF SILVER LAKE,
 DG9128'0.7 MILE EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH COUNTY ROAD
 DG9128'16 (AT THE WEST EDGE OF SILVER LAKE), AND IN THE SW 1/4 OF SECTION 27,
 DG9128'T117N, R28W.  THE MARK IS 55.0 FEET NORTH OF AND ABOUT 1/2 FOOT LOWER
 DG9128'THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 151, 27.0 FEET WEST OF
 DG9128'A DRIVEWAY, 3.2 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, AND
 DG9128'1.2 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 DG9128'MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4302 M
 DG9128'1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 25 FOOT LONG
 DG9128'DRIVEN ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE SURFACE OF
 DG9128'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9131 ***********************************************************************
 DG9131  DESIGNATION -  4302 N
 DG9131  PID         -  DG9131
 DG9131  STATE/COUNTY-  MN/MCLEOD
 DG9131  COUNTRY     -  US
 DG9131  USGS QUAD   -  SILVER LAKE (1982)
 DG9131
 DG9131                         *CURRENT SURVEY CONTROL
 DG9131  ______________________________________________________________________
 DG9131* NAD 83(1986) POSITION- 44 54 24.9    (N) 094 10 06.8    (W)   HD_HELD2  
 DG9131* NAVD 88 ORTHO HEIGHT -   313.549  (meters)    1028.70  (feet) ADJUSTED  
 DG9131  ______________________________________________________________________
 DG9131  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DG9131  DYNAMIC HEIGHT  -        313.518 (meters)     1028.60  (feet) COMP
 DG9131  MODELED GRAVITY -    980,511.4   (mgal)                       NAVD 88
 DG9131
 DG9131  VERT ORDER      -  SECOND    CLASS I
 DG9131
 DG9131.The horizontal coordinates were established by autonomous hand held GPS
 DG9131.observations and have an estimated accuracy of +/- 10 meters.
 DG9131.
 DG9131.The orthometric height was determined by differential leveling and
 DG9131.adjusted in February 2005.
 DG9131
 DG9131.Photographs are available for this station.
 DG9131
 DG9131.The dynamic height is computed by dividing the NAVD 88
 DG9131.geopotential number by the normal gravity value computed on the
 DG9131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9131.degrees latitude (g = 980.6199 gals.).
 DG9131
 DG9131.The modeled gravity was interpolated from observed gravity values.
 DG9131
 DG9131;                    North         East    Units  Estimated Accuracy
 DG9131;SPC MN S     -   311,897.      786,689.      MT  (+/- 10 meters HH2 GPS)
 DG9131
 DG9131                          SUPERSEDED SURVEY CONTROL
 DG9131
 DG9131.No superseded survey control is available for this station.
 DG9131
 DG9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0775073274(NAD 83)
 DG9131
 DG9131_MARKER: DV = VERTICAL CONTROL DISK
 DG9131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9131_STAMPING: 4302 N 1989
 DG9131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9131
 DG9131  HISTORY     - Date     Condition        Report By
 DG9131  HISTORY     - 1989     MONUMENTED       MNDT
 DG9131
 DG9131                          STATION DESCRIPTION
 DG9131
 DG9131'DESCRIBED BY MN DEPT OF TRANSP 1989 (DKH)
 DG9131'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE CITY OF
 DG9131'SILVER LAKE 1.95 MILE EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION
 DG9131'WITH COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE), AND IN THE SW
 DG9131'1/4 OF SECTION 26, T117N, R28W.  THE MARK IS 71.5 FEET NORTH OF AND
 DG9131'ABOUT 1/5 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT
 DG9131'152.25, 1.5 FEET SOUTHEAST OF A POWER POLE NUMBER 317, AND 1.4 FEET
 DG9131'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC
 DG9131'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4302 N 1989---, IS
 DG9131'FORCED ONTO THE TOP OF A 3/4 INCH DIAMETER BY 35 FOOT LONG DRIVEN
 DG9131'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 DG9131'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9132 ***********************************************************************
 DG9132  DESIGNATION -  4302 P
 DG9132  PID         -  DG9132
 DG9132  STATE/COUNTY-  MN/MCLEOD
 DG9132  COUNTRY     -  US
 DG9132  USGS QUAD   -  SILVER LAKE (1982)
 DG9132
 DG9132                         *CURRENT SURVEY CONTROL
 DG9132  ______________________________________________________________________
 DG9132* NAD 83(1986) POSITION- 44 54 24.6    (N) 094 09 02.8    (W)   HD_HELD2  
 DG9132* NAVD 88 ORTHO HEIGHT -   317.798  (meters)    1042.64  (feet) ADJUSTED  
 DG9132  ______________________________________________________________________
 DG9132  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DG9132  DYNAMIC HEIGHT  -        317.767 (meters)     1042.54  (feet) COMP
 DG9132  MODELED GRAVITY -    980,511.4   (mgal)                       NAVD 88
 DG9132
 DG9132  VERT ORDER      -  SECOND    CLASS I
 DG9132
 DG9132.The horizontal coordinates were established by autonomous hand held GPS
 DG9132.observations and have an estimated accuracy of +/- 10 meters.
 DG9132.
 DG9132.The orthometric height was determined by differential leveling and
 DG9132.adjusted in February 2005.
 DG9132
 DG9132.Photographs are available for this station.
 DG9132
 DG9132.The dynamic height is computed by dividing the NAVD 88
 DG9132.geopotential number by the normal gravity value computed on the
 DG9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9132.degrees latitude (g = 980.6199 gals.).
 DG9132
 DG9132.The modeled gravity was interpolated from observed gravity values.
 DG9132
 DG9132;                    North         East    Units  Estimated Accuracy
 DG9132;SPC MN S     -   311,885.      788,093.      MT  (+/- 10 meters HH2 GPS)
 DG9132
 DG9132                          SUPERSEDED SURVEY CONTROL
 DG9132
 DG9132.No superseded survey control is available for this station.
 DG9132
 DG9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0915473244(NAD 83)
 DG9132
 DG9132_MARKER: DV = VERTICAL CONTROL DISK
 DG9132_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9132_STAMPING: 4302 P 1989
 DG9132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9132
 DG9132  HISTORY     - Date     Condition        Report By
 DG9132  HISTORY     - 1989     MONUMENTED       MNDT
 DG9132
 DG9132                          STATION DESCRIPTION
 DG9132
 DG9132'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9132'THE MARK IS LOCATED ABOUT 2-1/4 MILES EAST-NORTHEAST OF THE CITY OF
 DG9132'SILVER LAKE 2.85 MILE EAST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION
 DG9132'WITH COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE), AND IN THE SW
 DG9132'1/4 OF SECTION 25, T117N, R28W.  THE MARK IS 74.0 FEET NORTH OF AND
 DG9132'ABOUT 1 FOOT LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT
 DG9132'153.15, 20.0 FEET EAST OF A DRIVEWAY, 1.8 FEET SOUTH OF POWER POLE
 DG9132'NUMBER 300, AND 1.6 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE MARK,
 DG9132'A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DG9132'STAMPED---4302 P 1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH
 DG9132'DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND IS 0.1 FOOT
 DG9132'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9135 ***********************************************************************
 DG9135  DESIGNATION -  4302 Q
 DG9135  PID         -  DG9135
 DG9135  STATE/COUNTY-  MN/MCLEOD
 DG9135  COUNTRY     -  US
 DG9135  USGS QUAD   -  WINSTED (1982)
 DG9135
 DG9135                         *CURRENT SURVEY CONTROL
 DG9135  ______________________________________________________________________
 DG9135* NAD 83(1986) POSITION- 44 54 22.9    (N) 094 07 10.1    (W)   HD_HELD2  
 DG9135* NAVD 88 ORTHO HEIGHT -   314.290  (meters)    1031.13  (feet) ADJUSTED  
 DG9135  ______________________________________________________________________
 DG9135  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DG9135  DYNAMIC HEIGHT  -        314.260 (meters)     1031.03  (feet) COMP
 DG9135  MODELED GRAVITY -    980,512.1   (mgal)                       NAVD 88
 DG9135
 DG9135  VERT ORDER      -  SECOND    CLASS I
 DG9135
 DG9135.The horizontal coordinates were established by autonomous hand held GPS
 DG9135.observations and have an estimated accuracy of +/- 10 meters.
 DG9135.
 DG9135.The orthometric height was determined by differential leveling and
 DG9135.adjusted in February 2005.
 DG9135
 DG9135.Photographs are available for this station.
 DG9135
 DG9135.The dynamic height is computed by dividing the NAVD 88
 DG9135.geopotential number by the normal gravity value computed on the
 DG9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9135.degrees latitude (g = 980.6199 gals.).
 DG9135
 DG9135.The modeled gravity was interpolated from observed gravity values.
 DG9135
 DG9135;                    North         East    Units  Estimated Accuracy
 DG9135;SPC MN S     -   311,828.      790,565.      MT  (+/- 10 meters HH2 GPS)
 DG9135
 DG9135                          SUPERSEDED SURVEY CONTROL
 DG9135
 DG9135.No superseded survey control is available for this station.
 DG9135
 DG9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1162473157(NAD 83)
 DG9135
 DG9135_MARKER: DV = VERTICAL CONTROL DISK
 DG9135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9135_STAMPING: 4302 Q 1989
 DG9135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9135
 DG9135  HISTORY     - Date     Condition        Report By
 DG9135  HISTORY     - 1989     MONUMENTED       MNDT
 DG9135
 DG9135                          STATION DESCRIPTION
 DG9135
 DG9135'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9135'THE MARK IS LOCATED ABOUT 3-1/2 MILES EAST OF THE CITY OF SILVER LAKE
 DG9135'AND ABOUT 3-1/2 MILES WEST-NORTHWEST OF THE CITY OF LESTER PRAIRIE,
 DG9135'3.25 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH TRUNK
 DG9135'HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), AND IN THE NE 1/4 OF
 DG9135'SECTION 31, T117N, R27W.  THE MARK IS 87.5 FEET SOUTH OF THE
 DG9135'CENTERLINE OF HIGHWAY 7, AT MILEPOINT 154.65, 36.0 FEET EAST OF A
 DG9135'FIELD ROAD BETWEEN TREES, AND 1.2 FEET NORTH OF A STEEL WITNESS POST.
 DG9135'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 DG9135'DISK STAMPED---4302 P 1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH
 DG9135'DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND IS FLUSH WITH
 DG9135'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9136 ***********************************************************************
 DG9136  DESIGNATION -  4302 R
 DG9136  PID         -  DG9136
 DG9136  STATE/COUNTY-  MN/MCLEOD
 DG9136  COUNTRY     -  US
 DG9136  USGS QUAD   -  WINSTED (1982)
 DG9136
 DG9136                         *CURRENT SURVEY CONTROL
 DG9136  ______________________________________________________________________
 DG9136* NAD 83(1986) POSITION- 44 54 22.9    (N) 094 06 28.8    (W)   HD_HELD2  
 DG9136* NAVD 88 ORTHO HEIGHT -   314.852  (meters)    1032.98  (feet) ADJUSTED  
 DG9136  ______________________________________________________________________
 DG9136  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 DG9136  DYNAMIC HEIGHT  -        314.822 (meters)     1032.88  (feet) COMP
 DG9136  MODELED GRAVITY -    980,512.6   (mgal)                       NAVD 88
 DG9136
 DG9136  VERT ORDER      -  SECOND    CLASS I
 DG9136
 DG9136.The horizontal coordinates were established by autonomous hand held GPS
 DG9136.observations and have an estimated accuracy of +/- 10 meters.
 DG9136.
 DG9136.The orthometric height was determined by differential leveling and
 DG9136.adjusted in February 2005.
 DG9136
 DG9136.Photographs are available for this station.
 DG9136
 DG9136.The dynamic height is computed by dividing the NAVD 88
 DG9136.geopotential number by the normal gravity value computed on the
 DG9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9136.degrees latitude (g = 980.6199 gals.).
 DG9136
 DG9136.The modeled gravity was interpolated from observed gravity values.
 DG9136
 DG9136;                    North         East    Units  Estimated Accuracy
 DG9136;SPC MN S     -   311,827.      791,471.      MT  (+/- 10 meters HH2 GPS)
 DG9136
 DG9136                          SUPERSEDED SURVEY CONTROL
 DG9136
 DG9136.No superseded survey control is available for this station.
 DG9136
 DG9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1253073145(NAD 83)
 DG9136
 DG9136_MARKER: DV = VERTICAL CONTROL DISK
 DG9136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9136_STAMPING: 4302 R 1989
 DG9136_MARK LOGO: MNDT  
 DG9136_PROJECTION: RECESSED 3 CENTIMETERS
 DG9136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9136+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DG9136_ROD/PIPE-DEPTH:  7.6 meters
 DG9136
 DG9136  HISTORY     - Date     Condition        Report By
 DG9136  HISTORY     - 1989     MONUMENTED       MNDT
 DG9136  HISTORY     - 20051005 GOOD             MNDT
 DG9136
 DG9136                          STATION DESCRIPTION
 DG9136
 DG9136'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9136'THE MARK IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF THE CITY OF
 DG9136'LESTER PRAIRIE, 2.65 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS
 DG9136'JUNCTION WITH TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE),
 DG9136'AND IN THE NW 1/4 OF SECTION 32, T117N, R27W.  THE MARK IS 73.0 FEET
 DG9136'SOUTH OF THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 155.25, 91.5 FEET
 DG9136'WEST OF THE CENTER OF A DRIVEWAY, 12.4 FEET EAST OF UNDERGROUND CABLE
 DG9136'MARKER POST NUMBER 8007-1, 2.0 FEET NORTH-NORTHWEST OF A POWER POLE
 DG9136'WITH A TRANSFORMER, AND 2.2 FEET NORTHEAST OF A STEEL WITNESS POST.
 DG9136'THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT
 DG9136'DISK STAMPED---4302 R 1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH
 DG9136'DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND IS 0.1 FOOT
 DG9136'BELOW THE SURFACE OF THE GROUND.
 DG9136
 DG9136                          STATION RECOVERY (2005)
 DG9136
 DG9136'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG9136'2.65 MILES WEST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7
 DG9136'AND TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), AT TRUNK
 DG9136'HIGHWAY 7 MILEPOINT 155.25, 73.0 FEET SOUTH OF TRUNK HIGHWAY 7, 91.5
 DG9136'FEET WEST OF DRIVEWAY, 12.4 FEET EAST OF UNDERGROUND CABLE MARKER POST
 DG9136'8007-1, 2.0 FEET NORTH-NORTHWEST OF POWER POLE WITH TRANSFORMER, 2.2
 DG9136'FEET NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9145 ***********************************************************************
 DG9145  DESIGNATION -  4302 S
 DG9145  PID         -  DG9145
 DG9145  STATE/COUNTY-  MN/MCLEOD
 DG9145  COUNTRY     -  US
 DG9145  USGS QUAD   -  WINSTED (1982)
 DG9145
 DG9145                         *CURRENT SURVEY CONTROL
 DG9145  ______________________________________________________________________
 DG9145* NAD 83(1986) POSITION- 44 54 23.1    (N) 094 05 35.1    (W)   HD_HELD2  
 DG9145* NAVD 88 ORTHO HEIGHT -   314.754  (meters)    1032.66  (feet) ADJUSTED  
 DG9145  ______________________________________________________________________
 DG9145  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 DG9145  DYNAMIC HEIGHT  -        314.724 (meters)     1032.56  (feet) COMP
 DG9145  MODELED GRAVITY -    980,513.4   (mgal)                       NAVD 88
 DG9145
 DG9145  VERT ORDER      -  SECOND    CLASS I
 DG9145
 DG9145.The horizontal coordinates were established by autonomous hand held GPS
 DG9145.observations and have an estimated accuracy of +/- 10 meters.
 DG9145.
 DG9145.The orthometric height was determined by differential leveling and
 DG9145.adjusted in February 2005.
 DG9145
 DG9145.Photographs are available for this station.
 DG9145
 DG9145.The dynamic height is computed by dividing the NAVD 88
 DG9145.geopotential number by the normal gravity value computed on the
 DG9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9145.degrees latitude (g = 980.6199 gals.).
 DG9145
 DG9145.The modeled gravity was interpolated from observed gravity values.
 DG9145
 DG9145;                    North         East    Units  Estimated Accuracy
 DG9145;SPC MN S     -   311,831.      792,649.      MT  (+/- 10 meters HH2 GPS)
 DG9145
 DG9145                          SUPERSEDED SURVEY CONTROL
 DG9145
 DG9145.No superseded survey control is available for this station.
 DG9145
 DG9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1370873135(NAD 83)
 DG9145
 DG9145_MARKER: DV = VERTICAL CONTROL DISK
 DG9145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9145_STAMPING: 4302 S 1989
 DG9145_MARK LOGO: MNDT  
 DG9145_PROJECTION: FLUSH
 DG9145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9145+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DG9145_ROD/PIPE-DEPTH:  7.6 meters
 DG9145
 DG9145  HISTORY     - Date     Condition        Report By
 DG9145  HISTORY     - 1989     MONUMENTED       MNDT
 DG9145  HISTORY     - 20051005 GOOD             MNDT
 DG9145
 DG9145                          STATION DESCRIPTION
 DG9145
 DG9145'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9145'THE MARK IS LOCATED ABOUT 3 MILES NORTHWEST OF THE CITY OF LESTER
 DG9145'PRAIRIE, 2.0 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DG9145'TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), IN THE
 DG9145'SOUTHEAST QUADRANT OF THE INTERSECTION OF HIGHWAY 7 AND A GRAVEL ROAD
 DG9145'AND IN THE NW 1/4 OF SECTION 33, T117N, R27W.  THE MARK IS 112.0 FEET
 DG9145'SOUTH OF THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 155.9, 33.5 FEET
 DG9145'EAST OF AND ABOUT 3 FEET LOWER THAN THE CENTER OF THE GRAVEL ROAD, 2.1
 DG9145'FEET SOUTH-SOUTHEAST OF A POWER POLE AND 1.5 FEET EAST OF A STEEL
 DG9145'WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL
 DG9145'CONTROL MONUMENT DISK STAMPED---4302 S 1989---, IS FORCED ONTO THE TOP
 DG9145'OF A 3/4 INCH DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND
 DG9145'IS 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 DG9145
 DG9145                          STATION RECOVERY (2005)
 DG9145
 DG9145'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG9145'2.0 MILES WEST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND
 DG9145'TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), AT SOUTHEAST
 DG9145'CORNER OF JUNCTION OF TRUNK HIGHWAY 7 AND NORTH-SOUTH GRAVEL ROAD, AT
 DG9145'TRUNK HIGHWAY 7 MILEPOINT 155.9, 112.0 FEET SOUTH OF TRUNK HIGHWAY 7,
 DG9145'33.5 FEET EAST OF DAIARY AVENUE, 2.1 FEET SOUTH-SOUTHEAST OF POWER
 DG9145'POLE, 1.5 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9137 ***********************************************************************
 DG9137  DESIGNATION -  4302 T
 DG9137  PID         -  DG9137
 DG9137  STATE/COUNTY-  MN/MCLEOD
 DG9137  COUNTRY     -  US
 DG9137  USGS QUAD   -  WINSTED (1982)
 DG9137
 DG9137                         *CURRENT SURVEY CONTROL
 DG9137  ______________________________________________________________________
 DG9137* NAD 83(1986) POSITION- 44 54 24.     (N) 094 04 26.     (W)   SCALED    
 DG9137* NAVD 88 ORTHO HEIGHT -   308.663  (meters)    1012.67  (feet) ADJUSTED  
 DG9137  ______________________________________________________________________
 DG9137  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DG9137  DYNAMIC HEIGHT  -        308.634 (meters)     1012.58  (feet) COMP
 DG9137  MODELED GRAVITY -    980,514.7   (mgal)                       NAVD 88
 DG9137
 DG9137  VERT ORDER      -  SECOND    CLASS I
 DG9137
 DG9137.The horizontal coordinates were scaled from a topographic map and have
 DG9137.an estimated accuracy of +/- 6 seconds.
 DG9137.
 DG9137.The orthometric height was determined by differential leveling and
 DG9137.adjusted in February 2005.
 DG9137
 DG9137.Photographs are available for this station.
 DG9137
 DG9137.The dynamic height is computed by dividing the NAVD 88
 DG9137.geopotential number by the normal gravity value computed on the
 DG9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9137.degrees latitude (g = 980.6199 gals.).
 DG9137
 DG9137.The modeled gravity was interpolated from observed gravity values.
 DG9137
 DG9137;                    North         East    Units  Estimated Accuracy
 DG9137;SPC MN S     -   311,860.      794,170.      MT  (+/- 180 meters Scaled)
 DG9137
 DG9137                          SUPERSEDED SURVEY CONTROL
 DG9137
 DG9137.No superseded survey control is available for this station.
 DG9137
 DG9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK152731(NAD 83)
 DG9137
 DG9137_MARKER: DV = VERTICAL CONTROL DISK
 DG9137_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9137_SP_SET: WEST HEADWALL BOX CULVERT 226
 DG9137_STAMPING: 4302 T 1989
 DG9137_MARK LOGO: MNDT  
 DG9137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9137+STABILITY: SURFACE MOTION
 DG9137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9137+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DG9137
 DG9137  HISTORY     - Date     Condition        Report By
 DG9137  HISTORY     - 1989     MONUMENTED       MNDT
 DG9137  HISTORY     - 19960601 MARK NOT FOUND   MNDT
 DG9137  HISTORY     - 20051005 GOOD             MNDT
 DG9137
 DG9137                          STATION DESCRIPTION
 DG9137
 DG9137'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9137'THE MARK IS LOCATED ABOUT 2-1/4 MILES NORTHWEST OF THE CITY OF LESTER
 DG9137'PRAIRIE, 1.0 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DG9137'TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), IN THE
 DG9137'NORTHWEST QUADRANT OF THE INTERSECTION OF HIGHWAY 7 AND A GRAVEL ROAD,
 DG9137'AND IN THE SE 1/4 OF SECTION 28, T117N, R27W.  THE MARK IS 53.5 FEET
 DG9137'NORTH OF THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT 156.9, 72.0 FEET
 DG9137'WEST OF THE CENTER OF A GRAVEL ROAD, 125.8 FEET NORTH OF A POWER POLE,
 DG9137'185.7 FEET WEST OF ANOTHER POWER POLE AND 0.8 FOOT EAST OF THE
 DG9137'NORTHWEST CORNER OF BOX CULVERT NUMBER 226.  THE MARK, A STANDARD MNDT
 DG9137'VERTICAL CONTROL MONUMENT DISK STAMPED---4302 T 1989---,IS SET IN THE
 DG9137'NORTHWEST CORNER OF THE WEST HEADWALL OF A BOX CULVERT (HIGHWAY 7 OVER
 DG9137'OTTER CREEK).
 DG9137
 DG9137                          STATION RECOVERY (1996)
 DG9137
 DG9137'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (JRB)
 DG9137'1.0 MILES WEST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND
 DG9137'TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), AT NORTHWEST
 DG9137'CORNER OF JUNCTION OF TRUNK HIGHWAY 7 AND GRAVEL ROAD, AT TRUNK
 DG9137'HIGHWAY 7 MILEPOINT 159.6, 53.5 FEET NORTH OF TRUNK HIGHWAY 7, 72.0
 DG9137'FEET WEST OF GRAVEL ROAD, 125.8 FEET NORTH OF POWER POLE, 185.7 FEET
 DG9137'WEST OF POWER POLE, 0.8 FEET EAST OF NORTHWEST CORNER OF WEST HEADWALL
 DG9137'OF TRUNK HIGHWAY 7 BOX CULVERT 226 AT OTTER CREEK, IN 1996 DISTRICT 8
 DG9137'SURVEYS REPORTED STATION HAS BEEN DESTROYED AND THE DISK WAS RETURNED
 DG9137'TO THEIR OFFICE
 DG9137
 DG9137                          STATION RECOVERY (2005)
 DG9137
 DG9137'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG9137'1.0 MILES WEST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND
 DG9137'COUNTY ROAD 1 (1.2 MILES NORTH OF LESTER PRAIRIE), AT NORTHWEST CORNER
 DG9137'OF JUNCTION OF TRUNK HIGHWAY 7 AND GRAVEL ROAD, AT TRUNK HIGHWAY 7
 DG9137'MILEPOINT 159.6, 53.5 FEET NORTH OF TRUNK HIGHWAY 7, 72.0 FEET WEST OF
 DG9137'GRAVEL ROAD, 125.8 FEET NORTH OF POWER POLE, 185.7 FEET WEST OF POWER
 DG9137'POLE, 0.8 FEET EAST OF NORTHWEST CORNER OF WEST HEADWALL OF TRUNK
 DG9137'HIGHWAY 7 BOX CULVERT 226 AT OTTER CREEK, MISTAKENLY REPORTED AS
 DG9137'DESTORYED BY MNDT IN 1996
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9138 ***********************************************************************
 DG9138  DESIGNATION -  4302 U
 DG9138  PID         -  DG9138
 DG9138  STATE/COUNTY-  MN/MCLEOD
 DG9138  COUNTRY     -  US
 DG9138  USGS QUAD   -  WINSTED (1982)
 DG9138
 DG9138                         *CURRENT SURVEY CONTROL
 DG9138  ______________________________________________________________________
 DG9138* NAD 83(1986) POSITION- 44 54 23.0    (N) 094 03 49.5    (W)   HD_HELD2  
 DG9138* NAVD 88 ORTHO HEIGHT -   308.927  (meters)    1013.54  (feet) ADJUSTED  
 DG9138  ______________________________________________________________________
 DG9138  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 DG9138  DYNAMIC HEIGHT  -        308.898 (meters)     1013.44  (feet) COMP
 DG9138  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 DG9138
 DG9138  VERT ORDER      -  SECOND    CLASS I
 DG9138
 DG9138.The horizontal coordinates were established by autonomous hand held GPS
 DG9138.observations and have an estimated accuracy of +/- 10 meters.
 DG9138.
 DG9138.The orthometric height was determined by differential leveling and
 DG9138.adjusted in February 2005.
 DG9138
 DG9138.Photographs are available for this station.
 DG9138
 DG9138.The dynamic height is computed by dividing the NAVD 88
 DG9138.geopotential number by the normal gravity value computed on the
 DG9138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9138.degrees latitude (g = 980.6199 gals.).
 DG9138
 DG9138.The modeled gravity was interpolated from observed gravity values.
 DG9138
 DG9138;                    North         East    Units  Estimated Accuracy
 DG9138;SPC MN S     -   311,826.      794,966.      MT  (+/- 10 meters HH2 GPS)
 DG9138
 DG9138                          SUPERSEDED SURVEY CONTROL
 DG9138
 DG9138.No superseded survey control is available for this station.
 DG9138
 DG9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1602373101(NAD 83)
 DG9138
 DG9138_MARKER: DV = VERTICAL CONTROL DISK
 DG9138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9138_STAMPING: 4302 U 1989
 DG9138_MARK LOGO: MNDT  
 DG9138_PROJECTION: FLUSH
 DG9138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9138+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DG9138_ROD/PIPE-DEPTH:  7.6 meters
 DG9138
 DG9138  HISTORY     - Date     Condition        Report By
 DG9138  HISTORY     - 1989     MONUMENTED       MNDT
 DG9138  HISTORY     - 20051005 GOOD             MNDT
 DG9138
 DG9138                          STATION DESCRIPTION
 DG9138
 DG9138'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9138'THE MARK IS LOCATED ABOUT 1-3/4 MILES NORTHWEST OF THE CITY OF LESTER
 DG9138'PRAIRIE, 0.5 MILE WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DG9138'TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), AND IN THE SE
 DG9138'1/4 OF SECTION 27, T117N, R27W.  THE MARK IS 66.0 FEET NORTH OF THE
 DG9138'AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT
 DG9138'157.4, 2.4 FEET SOUTHEAST OF POWER POLE NUMBER 217 AND 2.1 FEET
 DG9138'SOUTH-SOUTHWEST OF A STEEL WITNESS POST WITH A GUIDE WIRE.  THE MARK,
 DG9138'A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL CONTROL MONUMENT DISK
 DG9138'STAMPED---4302 U 1989---, IS FORCED ONTO THE TOP OF A 3/4 INCH
 DG9138'DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND IS FLUSH WITH
 DG9138'THE SURFACE OF THE GROUND.
 DG9138
 DG9138                          STATION RECOVERY (2005)
 DG9138
 DG9138'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG9138'0.5 MILES WEST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND
 DG9138'COUNTY ROAD 1 (1.2 MILES NORTH OF LESTER PRAIRIE), AT TRUNK HIGHWAY 7
 DG9138'MILEPOINT 157.4, 66.0 FEET NORTH OF TRUNK HIGHWAY 7, 2.4 FEET
 DG9138'SOUTHEAST OF POWER POLE 217, 2.1 FEET SOUTH-SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9122 ***********************************************************************
 DG9122  DESIGNATION -  4302 V
 DG9122  PID         -  DG9122
 DG9122  STATE/COUNTY-  MN/MCLEOD
 DG9122  COUNTRY     -  US
 DG9122  USGS QUAD   -  HUTCHINSON EAST (1994)
 DG9122
 DG9122                         *CURRENT SURVEY CONTROL
 DG9122  ______________________________________________________________________
 DG9122* NAD 83(1986) POSITION- 44 53 33.     (N) 094 15 29.     (W)   SCALED    
 DG9122* NAVD 88 ORTHO HEIGHT -   318.821  (meters)    1046.00  (feet) ADJUSTED  
 DG9122  ______________________________________________________________________
 DG9122  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DG9122  DYNAMIC HEIGHT  -        318.790 (meters)     1045.90  (feet) COMP
 DG9122  MODELED GRAVITY -    980,512.3   (mgal)                       NAVD 88
 DG9122
 DG9122  VERT ORDER      -  SECOND    CLASS I
 DG9122
 DG9122.The horizontal coordinates were scaled from a topographic map and have
 DG9122.an estimated accuracy of +/- 6 seconds.
 DG9122.
 DG9122.The orthometric height was determined by differential leveling and
 DG9122.adjusted in February 2005.
 DG9122
 DG9122.The dynamic height is computed by dividing the NAVD 88
 DG9122.geopotential number by the normal gravity value computed on the
 DG9122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9122.degrees latitude (g = 980.6199 gals.).
 DG9122
 DG9122.The modeled gravity was interpolated from observed gravity values.
 DG9122
 DG9122;                    North         East    Units  Estimated Accuracy
 DG9122;SPC MN S     -   310,310.      779,620.      MT  (+/- 180 meters Scaled)
 DG9122
 DG9122                          SUPERSEDED SURVEY CONTROL
 DG9122
 DG9122.No superseded survey control is available for this station.
 DG9122
 DG9122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK006717(NAD 83)
 DG9122
 DG9122_MARKER: DB = BENCH MARK DISK
 DG9122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9122_SP_SET: HEADWALL BOX CULVERT
 DG9122_STAMPING: 4302 V 1989
 DG9122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9122+STABILITY: SURFACE MOTION
 DG9122
 DG9122  HISTORY     - Date     Condition        Report By
 DG9122  HISTORY     - 1989     MONUMENTED       MNDT
 DG9122
 DG9122                          STATION DESCRIPTION
 DG9122
 DG9122'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9122'THE MARK IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF THE CITY OF SILVER
 DG9122'LAKE, 2.7 MILES WEST ALONG TRUNK HIGHWAY 7 FROM ITS JUNCTION WITH
 DG9122'COUNTY ROAD 16 (AT THE WEST EDGE OF SILVER LAKE) TO A BOX CULVERT, AND
 DG9122'IN THE NE 1/4 OF SECTION 1, T116N, R29W.  THE MARK IS 43.1 FEET SOUTH
 DG9122'OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT
 DG9122'MILEPOINT 147.6, 375 FEET WEST OF COUNTY ROAD 71, AND 1.3 FEET WEST OF
 DG9122'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 DG9122'STAMPED---4302 V 1989---, IS SET IN THE SOUTHEAST CORNER OF THE EAST
 DG9122'HEADWALL OF THE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9139 ***********************************************************************
 DG9139  DESIGNATION -  4302 W
 DG9139  PID         -  DG9139
 DG9139  STATE/COUNTY-  MN/MCLEOD
 DG9139  COUNTRY     -  US
 DG9139  USGS QUAD   -  WINSTED (1982)
 DG9139
 DG9139                         *CURRENT SURVEY CONTROL
 DG9139  ______________________________________________________________________
 DG9139* NAD 83(1986) POSITION- 44 54 23.0    (N) 094 03 09.3    (W)   HD_HELD2  
 DG9139* NAVD 88 ORTHO HEIGHT -   305.258  (meters)    1001.50  (feet) ADJUSTED  
 DG9139  ______________________________________________________________________
 DG9139  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DG9139  DYNAMIC HEIGHT  -        305.230 (meters)     1001.41  (feet) COMP
 DG9139  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 DG9139
 DG9139  VERT ORDER      -  SECOND    CLASS I
 DG9139
 DG9139.The horizontal coordinates were established by autonomous hand held GPS
 DG9139.observations and have an estimated accuracy of +/- 10 meters.
 DG9139.
 DG9139.The orthometric height was determined by differential leveling and
 DG9139.adjusted in February 2005.
 DG9139
 DG9139.Photographs are available for this station.
 DG9139
 DG9139.The dynamic height is computed by dividing the NAVD 88
 DG9139.geopotential number by the normal gravity value computed on the
 DG9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9139.degrees latitude (g = 980.6199 gals.).
 DG9139
 DG9139.The modeled gravity was interpolated from observed gravity values.
 DG9139
 DG9139;                    North         East    Units  Estimated Accuracy
 DG9139;SPC MN S     -   311,826.      795,847.      MT  (+/- 10 meters HH2 GPS)
 DG9139
 DG9139                          SUPERSEDED SURVEY CONTROL
 DG9139
 DG9139.No superseded survey control is available for this station.
 DG9139
 DG9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1690573090(NAD 83)
 DG9139
 DG9139_MARKER: DV = VERTICAL CONTROL DISK
 DG9139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9139_STAMPING: 4302 W 1989
 DG9139_MARK LOGO: MNDT  
 DG9139_PROJECTION: FLUSH
 DG9139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9139+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 DG9139_ROD/PIPE-DEPTH:  9.1 meters
 DG9139
 DG9139  HISTORY     - Date     Condition        Report By
 DG9139  HISTORY     - 1989     MONUMENTED       MNDT
 DG9139  HISTORY     - 20051005 GOOD             MNDT
 DG9139
 DG9139                          STATION DESCRIPTION
 DG9139
 DG9139'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9139'THE MARK IS LOCATED ABOUT 1-1/4 MILES NORTHWEST OF THE CITY OF LESTER
 DG9139'PRAIRIE, IN THE NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 7
 DG9139'AND TRUNK HIGHWAY 261 (1.2 MILES NORTH OF LESTER PRAIRIE), AND IN THE
 DG9139'SW 1/4 OF SECTION 26, T117N, R27W.  THE MARK IS 70.5 FEET NORTH OF AND
 DG9139'ABOUT 4 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 7, AT MILEPOINT
 DG9139'157.9, 163.0 FEET EAST OF THE CENTERLINE OF HIGHWAY 261, 2.2 FEET WEST
 DG9139'OF POWER POLE NUMBER 381 (WITH GUIDE WIRES) AND 1.0 FOOT SOUTHEAST OF
 DG9139'A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM
 DG9139'VERTICAL CONTROL MONUMENT DISK STAMPED---4302 W 1989---, IS FORCED
 DG9139'ONTO THE TOP OF A 3/4 INCH DIAMETER BY 30 FOOT LONG DRIVEN ALUMINUM
 DG9139'ALLOY ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DG9139
 DG9139                          STATION RECOVERY (2005)
 DG9139
 DG9139'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG9139'1.2 MILES NORTH OF LESTER PRAIRIE, IN NORTHEAST QUADRANT OF JUNCTION
 DG9139'OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1, AT TRUNK HIGHWAY 7 MILEPOINT
 DG9139'157.9, 70.5 FEET NORTH OF TRUNK HIGHWAY 7, 163.0 FEET EAST OF COUNTY
 DG9139'ROAD 1, 2.2 FEET WEST OF POWER POLE 381, 1.0 FEET SOUTHEAST OF WITNESS
 DG9139'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 CJ8111 ***********************************************************************
 CJ8111  DESIGNATION -  4302 X
 CJ8111  PID         -  CJ8111
 CJ8111  STATE/COUNTY-  MN/MCLEOD
 CJ8111  COUNTRY     -  US
 CJ8111  USGS QUAD   -  HUTCHINSON EAST (1994)
 CJ8111
 CJ8111                         *CURRENT SURVEY CONTROL
 CJ8111  ______________________________________________________________________
 CJ8111* NAD 83(2007) POSITION- 44 53 44.33804(N) 094 20 50.64340(W)   ADJUSTED  
 CJ8111* NAD 83(2007) ELLIP HT-   299.479 (meters)        (07/16/10)   ADJUSTED
 CJ8111* NAD 83(2007) EPOCH   -  2002.00
 CJ8111* NAVD 88 ORTHO HEIGHT -   326.829  (meters)    1072.27  (feet) ADJUSTED  
 CJ8111  ______________________________________________________________________
 CJ8111  NAD 83(2007) X  -   -343,087.096 (meters)                     COMP
 CJ8111  NAD 83(2007) Y  - -4,512,973.193 (meters)                     COMP
 CJ8111  NAD 83(2007) Z  -  4,479,352.321 (meters)                     COMP
 CJ8111  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC09
 CJ8111  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 CJ8111  DYNAMIC HEIGHT  -        326.799 (meters)     1072.17  (feet) COMP
 CJ8111  MODELED GRAVITY -    980,515.4   (mgal)                       NAVD 88
 CJ8111
 CJ8111  HORZ ORDER      -  FIRST
 CJ8111  VERT ORDER      -  SECOND    CLASS I
 CJ8111  ELLP ORDER      -  THIRD     CLASS II
 CJ8111
 CJ8111.The horizontal coordinates were established by GPS observations
 CJ8111.and adjusted by the MN DEPT OF TRANSP in July 2010.
 CJ8111
 CJ8111.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 CJ8111.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 CJ8111
 CJ8111.The horizontal coordinates are valid at the epoch date displayed above
 CJ8111.which is a decimal equivalence of Year/Month/Day.
 CJ8111
 CJ8111.The orthometric height was determined by differential leveling and
 CJ8111.adjusted in June 2004.
 CJ8111
 CJ8111.No vertical observational check was made to the station.
 CJ8111
 CJ8111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CJ8111
 CJ8111.The Laplace correction was computed from DEFLEC09 derived deflections.
 CJ8111
 CJ8111.The ellipsoidal height was determined by GPS observations
 CJ8111.and is referenced to NAD 83.
 CJ8111
 CJ8111.The dynamic height is computed by dividing the NAVD 88
 CJ8111.geopotential number by the normal gravity value computed on the
 CJ8111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ8111.degrees latitude (g = 980.6199 gals.).
 CJ8111
 CJ8111.The modeled gravity was interpolated from observed gravity values.
 CJ8111
 CJ8111. The following values were computed from the NAD 83(2007) position.
 CJ8111
 CJ8111;                    North         East     Units Scale Factor Converg.
 CJ8111;SPC MN S     -   310,689.079   772,560.435   MT  0.99994567   -0 14 36.6
 CJ8111;SPC MN S     - 1,019,319.09  2,534,642.03   sFT  0.99994567   -0 14 36.6
 CJ8111;UTM  15      - 4,972,241.506   393,611.560   MT  0.99973918   -0 57 04.0
 CJ8111
 CJ8111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CJ8111!SPC MN S     -   0.99995305  x   0.99994567  =   0.99989872
 CJ8111!UTM  15      -   0.99995305  x   0.99973918  =   0.99969224
 CJ8111
 CJ8111                          SUPERSEDED SURVEY CONTROL
 CJ8111
 CJ8111  NAD 83(2007)-  44 53 44.33789(N)    094 20 50.64205(W) AD(       ) 0
 CJ8111  ELLIP H (02/10/07)  299.481  (m)                       GP(       )    
 CJ8111  NAD 83(1996)-  44 53 44.33733(N)    094 20 50.64135(W) AD(       ) 1
 CJ8111  ELLIP H (12/03/03)  299.519  (m)                       GP(       ) 4 1
 CJ8111  NAVD 88 (12/03/03)  326.83   (m)         1072.3    (f) LEVELING    3  
 CJ8111
 CJ8111.Superseded values are not recommended for survey control.
 CJ8111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ8111.See file dsdata.txt to determine how the superseded data were derived.
 CJ8111
 CJ8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9361172241(NAD 83)
 CJ8111
 CJ8111_MARKER: DD = SURVEY DISK
 CJ8111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ8111_STAMPING: 4302 X 1996
 CJ8111_MARK LOGO: MNDT  
 CJ8111_PROJECTION: FLUSH
 CJ8111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 CJ8111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ8111+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 CJ8111_ROD/PIPE-DEPTH: 10.7 meters
 CJ8111
 CJ8111  HISTORY     - Date     Condition        Report By
 CJ8111  HISTORY     - 19960401 MONUMENTED       MNDT
 CJ8111  HISTORY     - 20001120 GOOD             MNDT
 CJ8111  HISTORY     - 20090930 GOOD             MNDT
 CJ8111
 CJ8111                          STATION DESCRIPTION
 CJ8111
 CJ8111'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 CJ8111'THE MARK IS 1.0 MI (1.6 KM) EAST OF HUTCHINSON, 1.0 MI (1.6 KM) EAST
 CJ8111'ALONG TH 7 FROM JCT OF TH 7 AND TH 15 IN HUTCHINSON, AT TH 7 MP 143.1,
 CJ8111'75.0 FT (22.9 M) NORTH OF TH 7, 4.6 FT (1.4 M) EAST OF P-POLE, 134.3
 CJ8111'FT (40.9 M) ENE OF LIGHT POLE, 129.7 FT (39.5 M) EAST OF FIRE HYDRANT,
 CJ8111'1.0 FT (0.3 M) WEST OF WIT POST, FLUSH, MARK IS MAGNETIC, AND SUITABLE
 CJ8111'FOR GPS.
 CJ8111
 CJ8111                          STATION RECOVERY (2000)
 CJ8111
 CJ8111'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 CJ8111'THE MARK WAS RECOVERED 1 MI (1.6 KM) EAST OF HUTCHINSON, 1 MI (1.6 KM)
 CJ8111'EAST ALONG TH 7 FROM JCT OF TH 7 AND TH 15 IN HUTCHINSON, AT TH 7 MP
 CJ8111'143.1, 75 FT (22.9 M) NORTH OF TH 7, 4.6 FT (1.4 M) EAST OF P-POLE,
 CJ8111'134.3 FT (40.9 M) ENE OF LIGHT POLE, 129.7 FT (39.5 M) EAST OF FIRE
 CJ8111'HYDRANT, 1 FT (0.3 M) WEST OF WIT POST.
 CJ8111
 CJ8111                          STATION RECOVERY (2009)
 CJ8111
 CJ8111'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 CJ8111'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 CJ8111'THE MARK IS 1.0 MILE EAST OF HUTCHINSON, 1.0 MILE EAST ALONG TRUNK
 CJ8111'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 15 IN
 CJ8111'HUTCHINSON, AT TRUNK HIGHWAY 7 MILEPOINT 143.1, 134.3 FEET
 CJ8111'EAST-NORTHEAST OF LIGHT POLE, 129.7 FEET EAST OF FIRE HYDRANT, 75.0
 CJ8111'FEET NORTH OF TRUNK HIGHWAY 7, 4.6 FEET EAST OF POWER POLE, 1.0 FOOT
 CJ8111'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3436 ***********************************************************************
 DK3436  DESIGNATION -  4303 A
 DK3436  PID         -  DK3436
 DK3436  STATE/COUNTY-  MN/MCLEOD
 DK3436  COUNTRY     -  US
 DK3436  USGS QUAD   -  STEWART (1982)
 DK3436
 DK3436                         *CURRENT SURVEY CONTROL
 DK3436  ______________________________________________________________________
 DK3436* NAD 83(1986) POSITION- 44 38 43.     (N) 094 22 31.     (W)   SCALED    
 DK3436* NAVD 88 ORTHO HEIGHT -   313.777  (meters)    1029.45  (feet) ADJUSTED  
 DK3436  ______________________________________________________________________
 DK3436  GEOID HEIGHT    -        -27.71  (meters)                     GEOID09
 DK3436  DYNAMIC HEIGHT  -        313.738 (meters)     1029.32  (feet) COMP
 DK3436  MODELED GRAVITY -    980,483.8   (mgal)                       NAVD 88
 DK3436
 DK3436  VERT ORDER      -  SECOND    CLASS I
 DK3436
 DK3436.The horizontal coordinates were scaled from a topographic map and have
 DK3436.an estimated accuracy of +/- 6 seconds.
 DK3436.
 DK3436.The orthometric height was determined by differential leveling and
 DK3436.adjusted in October 2008.
 DK3436
 DK3436.The dynamic height is computed by dividing the NAVD 88
 DK3436.geopotential number by the normal gravity value computed on the
 DK3436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3436.degrees latitude (g = 980.6199 gals.).
 DK3436
 DK3436.The modeled gravity was interpolated from observed gravity values.
 DK3436
 DK3436;                    North         East    Units  Estimated Accuracy
 DK3436;SPC MN S     -   282,880.      770,230.      MT  (+/- 180 meters Scaled)
 DK3436
 DK3436                          SUPERSEDED SURVEY CONTROL
 DK3436
 DK3436.No superseded survey control is available for this station.
 DK3436
 DK3436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK909444(NAD 83)
 DK3436
 DK3436_MARKER: DD = SURVEY DISK
 DK3436_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3436_STAMPING: 4303 A 1993
 DK3436_MARK LOGO: MNDT  
 DK3436_PROJECTION: RECESSED 5 CENTIMETERS
 DK3436_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3436+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 DK3436_ROD/PIPE-DEPTH:  8.8 meters
 DK3436_SLEEVE-DEPTH  :  0.9 meters
 DK3436
 DK3436  HISTORY     - Date     Condition        Report By
 DK3436  HISTORY     - 19930105 MONUMENTED       MNDT
 DK3436
 DK3436                          STATION DESCRIPTION
 DK3436
 DK3436'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3436'7 MI (11.3 KM) NORTH-NORTHWEST OF WINTHROP, 7.05 MI (11.35 KM) NORTH
 DK3436'ALONG TH 15 FROM THE JUNCTION OF TH 15 AND TH 19, AT TH 15 MILE POST
 DK3436'83.95, 370.0 FT (112.8 M) EAST OF TH 15, 1.8 FT (0.5 M) SOUTHEAST OF A
 DK3436'POWER POLE, 30.0 FT (9.1 M) NORTH OF A GRAVEL ROAD, 1.0 FT (0.3 M)
 DK3436'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3437 ***********************************************************************
 DK3437  DESIGNATION -  4303 B
 DK3437  PID         -  DK3437
 DK3437  STATE/COUNTY-  MN/MCLEOD
 DK3437  COUNTRY     -  US
 DK3437  USGS QUAD   -  STEWART (1982)
 DK3437
 DK3437                         *CURRENT SURVEY CONTROL
 DK3437  ______________________________________________________________________
 DK3437* NAD 83(1986) POSITION- 44 40 16.     (N) 094 22 33.     (W)   SCALED    
 DK3437* NAVD 88 ORTHO HEIGHT -   314.199  (meters)    1030.83  (feet) ADJUSTED  
 DK3437  ______________________________________________________________________
 DK3437  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 DK3437  DYNAMIC HEIGHT  -        314.161 (meters)     1030.71  (feet) COMP
 DK3437  MODELED GRAVITY -    980,486.7   (mgal)                       NAVD 88
 DK3437
 DK3437  VERT ORDER      -  SECOND    CLASS I
 DK3437
 DK3437.The horizontal coordinates were scaled from a topographic map and have
 DK3437.an estimated accuracy of +/- 6 seconds.
 DK3437.
 DK3437.The orthometric height was determined by differential leveling and
 DK3437.adjusted in October 2008.
 DK3437
 DK3437.The dynamic height is computed by dividing the NAVD 88
 DK3437.geopotential number by the normal gravity value computed on the
 DK3437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3437.degrees latitude (g = 980.6199 gals.).
 DK3437
 DK3437.The modeled gravity was interpolated from observed gravity values.
 DK3437
 DK3437;                    North         East    Units  Estimated Accuracy
 DK3437;SPC MN S     -   285,750.      770,200.      MT  (+/- 180 meters Scaled)
 DK3437
 DK3437                          SUPERSEDED SURVEY CONTROL
 DK3437
 DK3437.No superseded survey control is available for this station.
 DK3437
 DK3437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK909473(NAD 83)
 DK3437
 DK3437_MARKER: DV = VERTICAL CONTROL DISK
 DK3437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK3437_SP_SET: BRIDGE ABUTMENT
 DK3437_STAMPING: 4303 B 1993
 DK3437_MARK LOGO: MNDT  
 DK3437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3437+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 DK3437
 DK3437  HISTORY     - Date     Condition        Report By
 DK3437  HISTORY     - 19930105 MONUMENTED       MNDT
 DK3437  HISTORY     - 19930125 GOOD             MNDT
 DK3437
 DK3437                          STATION DESCRIPTION
 DK3437
 DK3437'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 DK3437'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 DK3437'SOUTH-SOUTHWEST OF BROWNTON, 3.8 MI (6.1 KM) SOUTH ALONG TH 15 FROM
 DK3437'THE JUNCTION OF TH 15 AND TH 212, AT TH 15 MILE POST 85.8, 23.5 FT
 DK3437'(7.2 M) EAST OF TH 15, IN THE SOUTHEAST CORNER BRIDGE NUMBER 43015
 DK3437'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3438 ***********************************************************************
 DK3438  DESIGNATION -  4303 C
 DK3438  PID         -  DK3438
 DK3438  STATE/COUNTY-  MN/MCLEOD
 DK3438  COUNTRY     -  US
 DK3438  USGS QUAD   -  BROWNTON (1982)
 DK3438
 DK3438                         *CURRENT SURVEY CONTROL
 DK3438  ______________________________________________________________________
 DK3438* NAD 83(1986) POSITION- 44 40 40.     (N) 094 22 27.     (W)   SCALED    
 DK3438* NAVD 88 ORTHO HEIGHT -   311.532  (meters)    1022.08  (feet) ADJUSTED  
 DK3438  ______________________________________________________________________
 DK3438  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 DK3438  DYNAMIC HEIGHT  -        311.495 (meters)     1021.96  (feet) COMP
 DK3438  MODELED GRAVITY -    980,487.5   (mgal)                       NAVD 88
 DK3438
 DK3438  VERT ORDER      -  SECOND    CLASS I
 DK3438
 DK3438.The horizontal coordinates were scaled from a topographic map and have
 DK3438.an estimated accuracy of +/- 6 seconds.
 DK3438.
 DK3438.The orthometric height was determined by differential leveling and
 DK3438.adjusted in October 2008.
 DK3438
 DK3438.The dynamic height is computed by dividing the NAVD 88
 DK3438.geopotential number by the normal gravity value computed on the
 DK3438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3438.degrees latitude (g = 980.6199 gals.).
 DK3438
 DK3438.The modeled gravity was interpolated from observed gravity values.
 DK3438
 DK3438;                    North         East    Units  Estimated Accuracy
 DK3438;SPC MN S     -   286,490.      770,340.      MT  (+/- 180 meters Scaled)
 DK3438
 DK3438                          SUPERSEDED SURVEY CONTROL
 DK3438
 DK3438.No superseded survey control is available for this station.
 DK3438
 DK3438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK910480(NAD 83)
 DK3438
 DK3438_MARKER: DV = VERTICAL CONTROL DISK
 DK3438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3438_STAMPING: 4303 C 1993
 DK3438_MARK LOGO: MNDT  
 DK3438_PROJECTION: RECESSED 3 CENTIMETERS
 DK3438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3438+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 DK3438_ROD/PIPE-DEPTH:  9.1 meters
 DK3438_SLEEVE-DEPTH  :  0.9 meters
 DK3438
 DK3438  HISTORY     - Date     Condition        Report By
 DK3438  HISTORY     - 19930105 MONUMENTED       MNDT
 DK3438
 DK3438                          STATION DESCRIPTION
 DK3438
 DK3438'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3438'3-3/4 MI (6.0 KM) SOUTH-SOUTHWEST OF BROWNTON, 3.4 MI (5.5 KM) SOUTH
 DK3438'ALONG TH 15 FROM THE JUNCTION OF TH 15 AND TH 212, AT TH 15 MILE POST
 DK3438'86.2, 445.0 FT (135.6 M) EAST OF TH 15, 32.0 FT (9.8 M) NORTH OF A
 DK3438'GRAVEL ROAD, 2.4 FT (0.7 M) WEST OF A POWER POLE, 1.0 FT (0.3 M) NORTH
 DK3438'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3439 ***********************************************************************
 DK3439  DESIGNATION -  4303 D
 DK3439  PID         -  DK3439
 DK3439  STATE/COUNTY-  MN/MCLEOD
 DK3439  COUNTRY     -  US
 DK3439  USGS QUAD   -  STEWART (1982)
 DK3439
 DK3439                         *CURRENT SURVEY CONTROL
 DK3439  ______________________________________________________________________
 DK3439* NAD 83(1986) POSITION- 44 41 16.     (N) 094 22 32.     (W)   SCALED    
 DK3439* NAVD 88 ORTHO HEIGHT -   313.078  (meters)    1027.16  (feet) ADJUSTED  
 DK3439  ______________________________________________________________________
 DK3439  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 DK3439  DYNAMIC HEIGHT  -        313.040 (meters)     1027.03  (feet) COMP
 DK3439  MODELED GRAVITY -    980,488.7   (mgal)                       NAVD 88
 DK3439
 DK3439  VERT ORDER      -  SECOND    CLASS I
 DK3439
 DK3439.The horizontal coordinates were scaled from a topographic map and have
 DK3439.an estimated accuracy of +/- 6 seconds.
 DK3439.
 DK3439.The orthometric height was determined by differential leveling and
 DK3439.adjusted in October 2008.
 DK3439
 DK3439.The dynamic height is computed by dividing the NAVD 88
 DK3439.geopotential number by the normal gravity value computed on the
 DK3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3439.degrees latitude (g = 980.6199 gals.).
 DK3439
 DK3439.The modeled gravity was interpolated from observed gravity values.
 DK3439
 DK3439;                    North         East    Units  Estimated Accuracy
 DK3439;SPC MN S     -   287,600.      770,230.      MT  (+/- 180 meters Scaled)
 DK3439
 DK3439                          SUPERSEDED SURVEY CONTROL
 DK3439
 DK3439.No superseded survey control is available for this station.
 DK3439
 DK3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK909491(NAD 83)
 DK3439
 DK3439_MARKER: DV = VERTICAL CONTROL DISK
 DK3439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3439_STAMPING: 4303 D 1993
 DK3439_MARK LOGO: MNDT  
 DK3439_PROJECTION: RECESSED 5 CENTIMETERS
 DK3439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3439+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 DK3439_ROD/PIPE-DEPTH:  7.0 meters
 DK3439_SLEEVE-DEPTH  :  0.9 meters
 DK3439
 DK3439  HISTORY     - Date     Condition        Report By
 DK3439  HISTORY     - 19930105 MONUMENTED       MNDT
 DK3439
 DK3439                          STATION DESCRIPTION
 DK3439
 DK3439'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3439'2-3/4 MI (4.4 KM) SOUTH-SOUTHWEST OF BROWNTON, 2.7 MI (4.3 KM) SOUTH
 DK3439'ALONG TH 15 FROM THE JUNCTION OF TH 15 AND TH 212, AT TH 15 MILE POST
 DK3439'86.9, 70.0 FT (21.3 M) EAST OF TH 15, 25.0 FT (7.6 M) NORTH OF A FIELD
 DK3439'ENTRANCE, 3.0 FT (0.9 M) NORTH OF A POWER POLE, 1.0 FT (0.3 M) WEST OF
 DK3439'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3440 ***********************************************************************
 DK3440  DESIGNATION -  4303 E
 DK3440  PID         -  DK3440
 DK3440  STATE/COUNTY-  MN/MCLEOD
 DK3440  COUNTRY     -  US
 DK3440  USGS QUAD   -  STEWART (1982)
 DK3440
 DK3440                         *CURRENT SURVEY CONTROL
 DK3440  ______________________________________________________________________
 DK3440* NAD 83(1986) POSITION- 44 42 45.     (N) 094 22 32.     (W)   SCALED    
 DK3440* NAVD 88 ORTHO HEIGHT -   314.005  (meters)    1030.20  (feet) ADJUSTED  
 DK3440  ______________________________________________________________________
 DK3440  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DK3440  DYNAMIC HEIGHT  -        313.968 (meters)     1030.08  (feet) COMP
 DK3440  MODELED GRAVITY -    980,491.7   (mgal)                       NAVD 88
 DK3440
 DK3440  VERT ORDER      -  SECOND    CLASS I
 DK3440
 DK3440.The horizontal coordinates were scaled from a topographic map and have
 DK3440.an estimated accuracy of +/- 6 seconds.
 DK3440.
 DK3440.The orthometric height was determined by differential leveling and
 DK3440.adjusted in October 2008.
 DK3440
 DK3440.The dynamic height is computed by dividing the NAVD 88
 DK3440.geopotential number by the normal gravity value computed on the
 DK3440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3440.degrees latitude (g = 980.6199 gals.).
 DK3440
 DK3440.The modeled gravity was interpolated from observed gravity values.
 DK3440
 DK3440;                    North         East    Units  Estimated Accuracy
 DK3440;SPC MN S     -   290,350.      770,240.      MT  (+/- 180 meters Scaled)
 DK3440
 DK3440                          SUPERSEDED SURVEY CONTROL
 DK3440
 DK3440.No superseded survey control is available for this station.
 DK3440
 DK3440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK910519(NAD 83)
 DK3440
 DK3440_MARKER: DV = VERTICAL CONTROL DISK
 DK3440_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3440_STAMPING: 4303 E 1993
 DK3440_MARK LOGO: MNDT  
 DK3440_PROJECTION: RECESSED 5 CENTIMETERS
 DK3440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3440+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1993
 DK3440_ROD/PIPE-DEPTH:  9.1 meters
 DK3440_SLEEVE-DEPTH  :  0.9 meters
 DK3440
 DK3440  HISTORY     - Date     Condition        Report By
 DK3440  HISTORY     - 19930105 MONUMENTED       MNDT
 DK3440
 DK3440                          STATION DESCRIPTION
 DK3440
 DK3440'DESCRIBED BY MN DEPT OF TRANSP 1993
 DK3440'1-3/4 MI (2.8 KM) SOUTH-SOUTHWEST OF BROWNTON, 0.95 MI (1.53 KM) SOUTH
 DK3440'ALONG TH 15 FROM THE JUNCTION OF TH 15 AND TH 212, AT TH 15 MILE POST
 DK3440'88.65, 70.5 FT (21.5 M) EAST OF TH 15, 3.0 FT (0.9 M) NORTH OF A POWER
 DK3440'POLE, 25.0 FT (7.6 M) NORTH OF A FIELD ENTRANCE, 1.0 FT (0.3 M) WEST
 DK3440'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1540 ***********************************************************************
 PQ1540  DESIGNATION -  4304 A
 PQ1540  PID         -  PQ1540
 PQ1540  STATE/COUNTY-  MN/MCLEOD
 PQ1540  COUNTRY     -  US
 PQ1540  USGS QUAD   -  BROWNTON (1982)
 PQ1540
 PQ1540                         *CURRENT SURVEY CONTROL
 PQ1540  ______________________________________________________________________
 PQ1540* NAD 83(1986) POSITION- 44 43 49.     (N) 094 21 37.     (W)   SCALED    
 PQ1540* NAVD 88 ORTHO HEIGHT -   309.943  (meters)    1016.87  (feet) ADJUSTED  
 PQ1540  ______________________________________________________________________
 PQ1540  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 PQ1540  DYNAMIC HEIGHT  -        309.907 (meters)     1016.75  (feet) COMP
 PQ1540  MODELED GRAVITY -    980,493.9   (mgal)                       NAVD 88
 PQ1540
 PQ1540  VERT ORDER      -  SECOND    CLASS I
 PQ1540
 PQ1540.The horizontal coordinates were scaled from a topographic map and have
 PQ1540.an estimated accuracy of +/- 6 seconds.
 PQ1540.
 PQ1540.The orthometric height was determined by differential leveling and
 PQ1540.adjusted in June 1995.
 PQ1540
 PQ1540.The dynamic height is computed by dividing the NAVD 88
 PQ1540.geopotential number by the normal gravity value computed on the
 PQ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1540.degrees latitude (g = 980.6199 gals.).
 PQ1540
 PQ1540.The modeled gravity was interpolated from observed gravity values.
 PQ1540
 PQ1540;                    North         East    Units  Estimated Accuracy
 PQ1540;SPC MN S     -   292,320.      771,460.      MT  (+/- 180 meters Scaled)
 PQ1540
 PQ1540                          SUPERSEDED SURVEY CONTROL
 PQ1540
 PQ1540.No superseded survey control is available for this station.
 PQ1540
 PQ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK922538(NAD 83)
 PQ1540
 PQ1540_MARKER: DV = VERTICAL CONTROL DISK
 PQ1540_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1540_SP_SET: ALUMINUM ALLOY ROD
 PQ1540_STAMPING: 4304 A 1984
 PQ1540_MARK LOGO: MNDT  
 PQ1540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1540+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 PQ1540
 PQ1540  HISTORY     - Date     Condition        Report By
 PQ1540  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1540  HISTORY     - 19850909 GOOD             MNDT
 PQ1540  HISTORY     - 19900418 GOOD             MNDT
 PQ1540  HISTORY     - 19930125 GOOD             MNDT
 PQ1540
 PQ1540                          STATION DESCRIPTION
 PQ1540
 PQ1540'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1540'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) WEST OF THE CITY OF
 PQ1540'BROWNTON, IN THE NE 1/4 OF SECTION 31, T115N, R29W, 0.6 MI (1.0 KM)
 PQ1540'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1540'AT THE WEST EDGE OF BROWNTON TO COUNTY ROAD 32, 0.5 MI (0.8 KM) EAST
 PQ1540'ALONG COUNTY ROAD 32, 54.0 FT (16.5 M) SOUTH OF AND ABOUT LEVEL WITH
 PQ1540'THE CENTERLINE OF THE ROAD, 53.9 FT (16.4 M) NORTH-NORTHEAST OF A
 PQ1540'POWER POLE (NORTH 1 OF 3), 92.1 FT (28.1 M) SOUTH OF A TELEPHONE
 PQ1540'POLE, AND 1.3 FT (0.4 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PQ1540'STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4304
 PQ1540'A 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH DIAMETER BY 20-FOOT
 PQ1540'LONG ALUMINUM ALLOY ROD DRIVEN (TO REFUSAL) AND PROJECTS 0.1 FT (0.03
 PQ1540'M) ABOVE THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1540
 PQ1540                          STATION RECOVERY (1990)
 PQ1540
 PQ1540'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PQ1540'RECOVERED AS DESCRIBED.
 PQ1540
 PQ1540                          STATION RECOVERY (1993)
 PQ1540
 PQ1540'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PQ1540'THE MARK WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1539 ***********************************************************************
 PQ1539  DESIGNATION -  4304 B
 PQ1539  PID         -  PQ1539
 PQ1539  STATE/COUNTY-  MN/MCLEOD
 PQ1539  COUNTRY     -  US
 PQ1539  USGS QUAD   -  BROWNTON (1982)
 PQ1539
 PQ1539                         *CURRENT SURVEY CONTROL
 PQ1539  ______________________________________________________________________
 PQ1539* NAD 83(1986) POSITION- 44 43 46.     (N) 094 22 12.     (W)   SCALED    
 PQ1539* NAVD 88 ORTHO HEIGHT -   313.765  (meters)    1029.41  (feet) ADJUSTED  
 PQ1539  ______________________________________________________________________
 PQ1539  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 PQ1539  DYNAMIC HEIGHT  -        313.729 (meters)     1029.29  (feet) COMP
 PQ1539  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 PQ1539
 PQ1539  VERT ORDER      -  SECOND    CLASS I
 PQ1539
 PQ1539.The horizontal coordinates were scaled from a topographic map and have
 PQ1539.an estimated accuracy of +/- 6 seconds.
 PQ1539.
 PQ1539.The orthometric height was determined by differential leveling and
 PQ1539.adjusted in October 2008.
 PQ1539
 PQ1539.The dynamic height is computed by dividing the NAVD 88
 PQ1539.geopotential number by the normal gravity value computed on the
 PQ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1539.degrees latitude (g = 980.6199 gals.).
 PQ1539
 PQ1539.The modeled gravity was interpolated from observed gravity values.
 PQ1539
 PQ1539;                    North         East    Units  Estimated Accuracy
 PQ1539;SPC MN S     -   292,230.      770,690.      MT  (+/- 180 meters Scaled)
 PQ1539
 PQ1539                          SUPERSEDED SURVEY CONTROL
 PQ1539
 PQ1539  NAVD 88 (06/15/95)  313.763  (m)         1029.40   (f) SUPERSEDED  2 1
 PQ1539
 PQ1539.Superseded values are not recommended for survey control.
 PQ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1539.See file dsdata.txt to determine how the superseded data were derived.
 PQ1539
 PQ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK915538(NAD 83)
 PQ1539
 PQ1539_MARKER: DV = VERTICAL CONTROL DISK
 PQ1539_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1539_SP_SET: ALUMINUM ALLOY ROD
 PQ1539_STAMPING: 4304 B 1984
 PQ1539_MARK LOGO: MNDT  
 PQ1539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1539+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1993
 PQ1539
 PQ1539  HISTORY     - Date     Condition        Report By
 PQ1539  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1539  HISTORY     - 19850909 GOOD             MNDT
 PQ1539  HISTORY     - 19900418 GOOD             MNDT
 PQ1539  HISTORY     - 19930125 GOOD             MNDT
 PQ1539
 PQ1539                          STATION DESCRIPTION
 PQ1539
 PQ1539'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1539'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST OF THE CITY OF
 PQ1539'BROWNTON, IN THE NW 1/4 OF SECTION 31, T115N, R29W, 0.6 MI (1.0 KM)
 PQ1539'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1539'SOUTHWEST OF BROWNTON, 250 FT (76.2 M) EAST OF THE CENTERLINE OF
 PQ1539'HIGHWAY 5 AT MILEPOINT 89.9, 48 FT (14.6 M) NORTH OF AND ABOUT 3 FT
 PQ1539'(0.9 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD 32, 89.0 FT (27.1 M)
 PQ1539'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HISTORIC MARKER, 7.6 FT
 PQ1539'(2.3 M) NORTH OF A POWER POLE (NORTH 1 OF 3), 2.1 FT (0.6 M) SOUTH OF
 PQ1539'A RIGHT-OF-WAY POST, AND 1.4 FT (0.4 M) EAST OF A STEEL WITNESS POST.
 PQ1539'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1539'STAMPED---4304 B 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 PQ1539'DIAMETER BY 20-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY ROD AND
 PQ1539'IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1539'MAGNETIC.
 PQ1539
 PQ1539                          STATION RECOVERY (1990)
 PQ1539
 PQ1539'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (OCO)
 PQ1539'THE MARK IS LOCATED ABOUT 3/4 MI (4.8 KM) WEST OF BROWNTON IN THE
 PQ1539'NORTHWEST 1/4 OF SECTION 31, T115N, R29W.
 PQ1539' 
 PQ1539'TO REACH THE MARK FROM THE JUNCTION OF TH 212 AND TH 15 IN BROWNTON,
 PQ1539'GO NORTH FOR 0.6 MI (1.0 KM) ON TH 15 TO TH 15 MILEPOST 89.9 AND THE
 PQ1539'MARK ON THE RIGHT.  THE MARK, A DISK SET ON A DRIVEN ALUMINUM ROD,
 PQ1539' 
 PQ1539'250 FT (76.2 M) EAST OF TH 15, 48 FT (14.6 M) NORTH OF COUNTY ROAD 32,
 PQ1539'89.0 FT (27.1 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A HISTORIC
 PQ1539'MARKER, 2.1 FT (0.6 M) SOUTH OF A R/W POST, AND 1.4 FT (0.4 M) EAST OF
 PQ1539'A WITNESS POST.
 PQ1539
 PQ1539                          STATION RECOVERY (1993)
 PQ1539
 PQ1539'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 PQ1539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1538 ***********************************************************************
 PQ1538  DESIGNATION -  4304 C
 PQ1538  PID         -  PQ1538
 PQ1538  STATE/COUNTY-  MN/MCLEOD
 PQ1538  COUNTRY     -  US
 PQ1538  USGS QUAD   -  BROWNTON (1982)
 PQ1538
 PQ1538                         *CURRENT SURVEY CONTROL
 PQ1538  ______________________________________________________________________
 PQ1538* NAD 83(1986) POSITION- 44 44 36.     (N) 094 22 10.     (W)   SCALED    
 PQ1538* NAVD 88 ORTHO HEIGHT -   311.619  (meters)    1022.37  (feet) ADJUSTED  
 PQ1538  ______________________________________________________________________
 PQ1538  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 PQ1538  DYNAMIC HEIGHT  -        311.583 (meters)     1022.25  (feet) COMP
 PQ1538  MODELED GRAVITY -    980,495.5   (mgal)                       NAVD 88
 PQ1538
 PQ1538  VERT ORDER      -  SECOND    CLASS I
 PQ1538
 PQ1538.The horizontal coordinates were scaled from a topographic map and have
 PQ1538.an estimated accuracy of +/- 6 seconds.
 PQ1538.
 PQ1538.The orthometric height was determined by differential leveling and
 PQ1538.adjusted in June 1995.
 PQ1538
 PQ1538.The dynamic height is computed by dividing the NAVD 88
 PQ1538.geopotential number by the normal gravity value computed on the
 PQ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1538.degrees latitude (g = 980.6199 gals.).
 PQ1538
 PQ1538.The modeled gravity was interpolated from observed gravity values.
 PQ1538
 PQ1538;                    North         East    Units  Estimated Accuracy
 PQ1538;SPC MN S     -   293,770.      770,740.      MT  (+/- 180 meters Scaled)
 PQ1538
 PQ1538                          SUPERSEDED SURVEY CONTROL
 PQ1538
 PQ1538.No superseded survey control is available for this station.
 PQ1538
 PQ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK915553(NAD 83)
 PQ1538
 PQ1538_MARKER: DV = VERTICAL CONTROL DISK
 PQ1538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1538_SP_SET: ALUMINUM ALLOY ROD
 PQ1538_STAMPING: 4304 C 1984
 PQ1538_MARK LOGO: MNDT  
 PQ1538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1538
 PQ1538  HISTORY     - Date     Condition        Report By
 PQ1538  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1538  HISTORY     - 19850909 GOOD             MNDT
 PQ1538
 PQ1538                          STATION DESCRIPTION
 PQ1538
 PQ1538'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1538'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTHWEST OF THE CITY OF
 PQ1538'BROWNTON, IN THE NW 1/4 OF SECTION 30, T115N, R29W, 1.3 MI (2.1 KM)
 PQ1538'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1538'SOUTHWEST OF BROWNTON, 300 FT (91.4 M) EAST OF THE CENTERLINE OF
 PQ1538'HIGHWAY 15 AT MILEPOINT 90.8, 30 FT (9.1 M) NORTH OF AND ABOUT 2 FT
 PQ1538'(0.6 M) LOWER THAN THE CENTER OF A GRAVEL ROAD, 103.5 FT (31.5 M)
 PQ1538'EAST OF THE CENTER OF AN ENTRANCE, 88.2 FT (26.9 M) EAST OF THE SOUTH
 PQ1538'CORNER OF THE EAST PILLAR AT THE ENTRANCE, 181.1 FT (55.2 M) SOUTH OF
 PQ1538'THE EAST CORNER OF A GARAGE, AND 1.8 FT (0.5 M) WEST OF A POWER POLE.
 PQ1538'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1538'STAMPED---4304 C 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 PQ1538'DIAMETER BY 20-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY ROD AND
 PQ1538'IS 0.1 FT (0.03 M) BELOW THE GROUND LEVEL.  A MAGNET IN THE DISK
 PQ1538'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1537 ***********************************************************************
 PQ1537  DESIGNATION -  4304 D
 PQ1537  PID         -  PQ1537
 PQ1537  STATE/COUNTY-  MN/MCLEOD
 PQ1537  COUNTRY     -  US
 PQ1537  USGS QUAD   -  BISCAY (1982)
 PQ1537
 PQ1537                         *CURRENT SURVEY CONTROL
 PQ1537  ______________________________________________________________________
 PQ1537* NAD 83(1986) POSITION- 44 45 10.     (N) 094 22 15.     (W)   SCALED    
 PQ1537* NAVD 88 ORTHO HEIGHT -   309.892  (meters)    1016.70  (feet) ADJUSTED  
 PQ1537  ______________________________________________________________________
 PQ1537  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 PQ1537  DYNAMIC HEIGHT  -        309.857 (meters)     1016.59  (feet) COMP
 PQ1537  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 PQ1537
 PQ1537  VERT ORDER      -  SECOND    CLASS I
 PQ1537
 PQ1537.The horizontal coordinates were scaled from a topographic map and have
 PQ1537.an estimated accuracy of +/- 6 seconds.
 PQ1537.
 PQ1537.The orthometric height was determined by differential leveling and
 PQ1537.adjusted in June 1995.
 PQ1537
 PQ1537.The dynamic height is computed by dividing the NAVD 88
 PQ1537.geopotential number by the normal gravity value computed on the
 PQ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1537.degrees latitude (g = 980.6199 gals.).
 PQ1537
 PQ1537.The modeled gravity was interpolated from observed gravity values.
 PQ1537
 PQ1537;                    North         East    Units  Estimated Accuracy
 PQ1537;SPC MN S     -   294,820.      770,640.      MT  (+/- 180 meters Scaled)
 PQ1537
 PQ1537                          SUPERSEDED SURVEY CONTROL
 PQ1537
 PQ1537.No superseded survey control is available for this station.
 PQ1537
 PQ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK914564(NAD 83)
 PQ1537
 PQ1537_MARKER: DV = VERTICAL CONTROL DISK
 PQ1537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1537_SP_SET: ALUMINUM ALLOY ROD
 PQ1537_STAMPING: 4304 D 1984
 PQ1537_MARK LOGO: MNDT  
 PQ1537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1537
 PQ1537  HISTORY     - Date     Condition        Report By
 PQ1537  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1537  HISTORY     - 19850909 GOOD             MNDT
 PQ1537
 PQ1537                          STATION DESCRIPTION
 PQ1537
 PQ1537'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1537'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) NORTHWEST OF THE CITY OF
 PQ1537'BROWNTON, IN THE SW 1/4 OF SECTION 19, T115N, R29W, 2.1 MI (3.4 KM)
 PQ1537'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1537'SOUTHWEST OF BROWNTON, 99.0 FT (30.2 M) EAST OF AND ABOUT LEVEL WITH
 PQ1537'THE CENTERLINE OF HIGHWAY 15, 128.2 FT (39.1 M) NORTH-NORTHEAST OF A
 PQ1537'POWER POLE, 88.1 FT (26.9 M) SOUTH-SOUTHEAST OF A POWER POLE, 14.0 FT
 PQ1537'(4.3 M) SOUTH OF A TRIPLE 8-INCH BOX ELDER TREE, AND 0.9 FT (0.3 M)
 PQ1537'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1537'CONTROL MONUMENT DISK STAMPED---4304 D 1984---, IS FORCED ONTO THE
 PQ1537'TOP OF A 3/4-INCH DIAMETER BY 20-FOOT LONG DRIVEN (TO REFUSAL)
 PQ1537'ALUMINUM ALLOY ROD AND PROJECTS 0.2 FT (0.1 M) ABOVE THE GROUND.  A
 PQ1537'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1536 ***********************************************************************
 PQ1536  DESIGNATION -  4304 E
 PQ1536  PID         -  PQ1536
 PQ1536  STATE/COUNTY-  MN/MCLEOD
 PQ1536  COUNTRY     -  US
 PQ1536  USGS QUAD   -  BISCAY (1982)
 PQ1536
 PQ1536                         *CURRENT SURVEY CONTROL
 PQ1536  ______________________________________________________________________
 PQ1536* NAD 83(1986) POSITION- 44 45 41.     (N) 094 22 29.     (W)   SCALED    
 PQ1536* NAVD 88 ORTHO HEIGHT -   311.467  (meters)    1021.87  (feet) ADJUSTED  
 PQ1536  ______________________________________________________________________
 PQ1536  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 PQ1536  DYNAMIC HEIGHT  -        311.433 (meters)     1021.76  (feet) COMP
 PQ1536  MODELED GRAVITY -    980,497.9   (mgal)                       NAVD 88
 PQ1536
 PQ1536  VERT ORDER      -  SECOND    CLASS I
 PQ1536
 PQ1536.The horizontal coordinates were scaled from a topographic map and have
 PQ1536.an estimated accuracy of +/- 6 seconds.
 PQ1536.
 PQ1536.The orthometric height was determined by differential leveling and
 PQ1536.adjusted in June 1995.
 PQ1536
 PQ1536.The dynamic height is computed by dividing the NAVD 88
 PQ1536.geopotential number by the normal gravity value computed on the
 PQ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1536.degrees latitude (g = 980.6199 gals.).
 PQ1536
 PQ1536.The modeled gravity was interpolated from observed gravity values.
 PQ1536
 PQ1536;                    North         East    Units  Estimated Accuracy
 PQ1536;SPC MN S     -   295,780.      770,330.      MT  (+/- 180 meters Scaled)
 PQ1536
 PQ1536                          SUPERSEDED SURVEY CONTROL
 PQ1536
 PQ1536.No superseded survey control is available for this station.
 PQ1536
 PQ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK912573(NAD 83)
 PQ1536
 PQ1536_MARKER: DV = VERTICAL CONTROL DISK
 PQ1536_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1536_SP_SET: ALUMINUM ALLOY ROD
 PQ1536_STAMPING: 4304 E 1984
 PQ1536_MARK LOGO: MNDT  
 PQ1536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1536
 PQ1536  HISTORY     - Date     Condition        Report By
 PQ1536  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1536  HISTORY     - 19850909 GOOD             MNDT
 PQ1536
 PQ1536                          STATION DESCRIPTION
 PQ1536
 PQ1536'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1536'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTHWEST OF THE CITY OF
 PQ1536'BROWNTON, IN THE SW 1/4 OF SECTION 18, T115N, R29W, 2.7 MI (4.3 KM)
 PQ1536'NORTH ALONG TRUNK HIGWHAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1536'SOUTHWEST OF BROWNTON, ABOUT 600 FT (182.9 M) EAST OF HIGHWAY 15 AT
 PQ1536'MILEPOINT 92.1, 29.0 FT (8.8 M) NORTH OF AND ABOUT 1 FT (0.3 M) LOWER
 PQ1536'THAN THE CENTER OF A GRAVEL ROAD (COUNTY ROAD 26), 35.5 FT (10.8 M)
 PQ1536'EAST OF THE CENTER OF AN ENTRANCE, 1.7 FT (0.5 M) WEST-SOUTHWEST OF A
 PQ1536'POWER POLE, 2.0 FT (0.6 M) EAST-SOUTHEAST OF A STEEL WITNESS POST.
 PQ1536'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1536'STAMPED---4304 E 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 PQ1536'DIAMETER BY 25-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY ROD, AND
 PQ1536'IS FLUSH WITH THE SURFACE OF THE GROUND.  A MAGNET IN THE DISK MAKES
 PQ1536'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1533 ***********************************************************************
 PQ1533  DESIGNATION -  4304 F
 PQ1533  PID         -  PQ1533
 PQ1533  STATE/COUNTY-  MN/MCLEOD
 PQ1533  COUNTRY     -  US
 PQ1533  USGS QUAD   -  BISCAY (1982)
 PQ1533
 PQ1533                         *CURRENT SURVEY CONTROL
 PQ1533  ______________________________________________________________________
 PQ1533* NAD 83(1986) POSITION- 44 46 28.     (N) 094 22 28.     (W)   SCALED    
 PQ1533* NAVD 88 ORTHO HEIGHT -   316.657  (meters)    1038.90  (feet) ADJUSTED  
 PQ1533  ______________________________________________________________________
 PQ1533  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 PQ1533  DYNAMIC HEIGHT  -        316.622 (meters)     1038.78  (feet) COMP
 PQ1533  MODELED GRAVITY -    980,499.5   (mgal)                       NAVD 88
 PQ1533
 PQ1533  VERT ORDER      -  SECOND    CLASS I
 PQ1533
 PQ1533.The horizontal coordinates were scaled from a topographic map and have
 PQ1533.an estimated accuracy of +/- 6 seconds.
 PQ1533.
 PQ1533.The orthometric height was determined by differential leveling and
 PQ1533.adjusted in June 1995.
 PQ1533
 PQ1533.The dynamic height is computed by dividing the NAVD 88
 PQ1533.geopotential number by the normal gravity value computed on the
 PQ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1533.degrees latitude (g = 980.6199 gals.).
 PQ1533
 PQ1533.The modeled gravity was interpolated from observed gravity values.
 PQ1533
 PQ1533;                    North         East    Units  Estimated Accuracy
 PQ1533;SPC MN S     -   297,230.      770,360.      MT  (+/- 180 meters Scaled)
 PQ1533
 PQ1533                          SUPERSEDED SURVEY CONTROL
 PQ1533
 PQ1533.No superseded survey control is available for this station.
 PQ1533
 PQ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK912588(NAD 83)
 PQ1533
 PQ1533_MARKER: DV = VERTICAL CONTROL DISK
 PQ1533_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1533_SP_SET: ALUMINUM ALLOY ROD
 PQ1533_STAMPING: 4304 F 1984
 PQ1533_MARK LOGO: MNDT  
 PQ1533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1533
 PQ1533  HISTORY     - Date     Condition        Report By
 PQ1533  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1533  HISTORY     - 19850909 GOOD             MNDT
 PQ1533  HISTORY     - 20070327 MARK NOT FOUND   MNDT
 PQ1533
 PQ1533                          STATION DESCRIPTION
 PQ1533
 PQ1533'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1533'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTHWEST OF THE CITY OF
 PQ1533'BROWNTON, IN THE NW 1/4 OF SECTION 18, T115N, R29W, 3.6 MI (5.8 KM)
 PQ1533'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1533'HIGHWAY 212 SOUTHWEST OF BROWNTON, ABOUT 300 FT (91.4 M) EAST OF THE
 PQ1533'CENTER OF HIGHWAY 15, 28.5 FT (8.7 M) NORTH OF AND ABOUT 3 FT (0.9 M)
 PQ1533'LOWER THAN THE CENTERLINE OF COUNTY ROAD 3, 37.2 FT (11.3 M)
 PQ1533'WEST-SOUTHWEST OF A CORNER FENCE POST, 2.0 FT (0.6 M) WEST-SOUTHWEST
 PQ1533'OF A POWER POLE, AND 1.1 FT (0.3 M) SOUTH-SOUTHEAST OF A STEEL
 PQ1533'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 PQ1533'DISK STAMPED---4304 F 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 PQ1533'DIAMETER BY 30-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY ROD AND
 PQ1533'IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1533'MAGNETIC.
 PQ1533
 PQ1533                          STATION RECOVERY (2007)
 PQ1533
 PQ1533'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 PQ1533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1532 ***********************************************************************
 PQ1532  DESIGNATION -  4304 G
 PQ1532  PID         -  PQ1532
 PQ1532  STATE/COUNTY-  MN/MCLEOD
 PQ1532  COUNTRY     -  US
 PQ1532  USGS QUAD   -  HEATWOLE (1982)
 PQ1532
 PQ1532                         *CURRENT SURVEY CONTROL
 PQ1532  ______________________________________________________________________
 PQ1532* NAD 83(1986) POSITION- 44 47 06.     (N) 094 22 33.     (W)   SCALED    
 PQ1532* NAVD 88 ORTHO HEIGHT -   320.510  (meters)    1051.54  (feet) ADJUSTED  
 PQ1532  ______________________________________________________________________
 PQ1532  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 PQ1532  DYNAMIC HEIGHT  -        320.476 (meters)     1051.43  (feet) COMP
 PQ1532  MODELED GRAVITY -    980,500.9   (mgal)                       NAVD 88
 PQ1532
 PQ1532  VERT ORDER      -  SECOND    CLASS I
 PQ1532
 PQ1532.The horizontal coordinates were scaled from a topographic map and have
 PQ1532.an estimated accuracy of +/- 6 seconds.
 PQ1532.
 PQ1532.The orthometric height was determined by differential leveling and
 PQ1532.adjusted in June 1995.
 PQ1532
 PQ1532.The dynamic height is computed by dividing the NAVD 88
 PQ1532.geopotential number by the normal gravity value computed on the
 PQ1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1532.degrees latitude (g = 980.6199 gals.).
 PQ1532
 PQ1532.The modeled gravity was interpolated from observed gravity values.
 PQ1532
 PQ1532;                    North         East    Units  Estimated Accuracy
 PQ1532;SPC MN S     -   298,400.      770,260.      MT  (+/- 180 meters Scaled)
 PQ1532
 PQ1532                          SUPERSEDED SURVEY CONTROL
 PQ1532
 PQ1532.No superseded survey control is available for this station.
 PQ1532
 PQ1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK911599(NAD 83)
 PQ1532
 PQ1532_MARKER: DV = VERTICAL CONTROL DISK
 PQ1532_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1532_SP_SET: ALUMINUM ALLOY ROD
 PQ1532_STAMPING: 4304 G 1984
 PQ1532_MARK LOGO: MNDT  
 PQ1532_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1532
 PQ1532  HISTORY     - Date     Condition        Report By
 PQ1532  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1532  HISTORY     - 19850909 GOOD             MNDT
 PQ1532
 PQ1532                          STATION DESCRIPTION
 PQ1532
 PQ1532'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1532'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTH-NORTHWEST OF THE
 PQ1532'CITY OF BROWNTON, IN THE NE 1/4 OF SECTION 12, T115N, R30W, 4.3 MI
 PQ1532'(6.9 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1532'HIGHWAY 212 SOUTHWEST OF BROWNTON, 110.5 FT (33.7 M) WEST OF AND
 PQ1532'ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF HIGHWAY 15 AT
 PQ1532'MILEPOINT 93.7, 8.5 FT (2.6 M) SOUTH OF A 30-INCH OAK TREE, 3.5 FT
 PQ1532'(1.1 M) NORTH OF AN 8-INCH OAK TREE, 110.5 FT (33.7 M)
 PQ1532'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE (OFFICE FOR A
 PQ1532'PARK), AND 114.2 FT (34.8 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER
 PQ1532'OF THE HOUSE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT
 PQ1532'DISK STAMPED---4304 G 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH
 PQ1532'DIAMETER BY 20-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY ROD AND
 PQ1532'IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1532'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1170 ***********************************************************************
 PQ1170  DESIGNATION -  4304 H
 PQ1170  PID         -  PQ1170
 PQ1170  STATE/COUNTY-  MN/MCLEOD
 PQ1170  COUNTRY     -  US
 PQ1170  USGS QUAD   -  HEATWOLE (1982)
 PQ1170
 PQ1170                         *CURRENT SURVEY CONTROL
 PQ1170  ______________________________________________________________________
 PQ1170* NAD 83(1996) POSITION- 44 47 38.20308(N) 094 22 34.46159(W)   ADJUSTED  
 PQ1170* NAVD 88 ORTHO HEIGHT -   325.217  (meters)    1066.98  (feet) ADJUSTED  
 PQ1170  ______________________________________________________________________
 PQ1170  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC09
 PQ1170  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 PQ1170  DYNAMIC HEIGHT  -        325.182 (meters)     1066.87  (feet) COMP
 PQ1170  MODELED GRAVITY -    980,502.1   (mgal)                       NAVD 88
 PQ1170
 PQ1170  HORZ ORDER      -  SECOND
 PQ1170  VERT ORDER      -  SECOND    CLASS I
 PQ1170
 PQ1170.The horizontal coordinates were established by classical geodetic methods
 PQ1170.and adjusted by the National Geodetic Survey in March 1999.
 PQ1170.
 PQ1170.The orthometric height was determined by differential leveling and
 PQ1170.adjusted in June 1995.
 PQ1170
 PQ1170.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1170
 PQ1170.The dynamic height is computed by dividing the NAVD 88
 PQ1170.geopotential number by the normal gravity value computed on the
 PQ1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1170.degrees latitude (g = 980.6199 gals.).
 PQ1170
 PQ1170.The modeled gravity was interpolated from observed gravity values.
 PQ1170
 PQ1170. The following values were computed from the NAD 83(1996) position.
 PQ1170
 PQ1170;                    North         East     Units Scale Factor Converg.
 PQ1170;SPC MN S     -   299,397.703   770,230.624   MT  0.99993504   -0 15 49.4
 PQ1170;SPC MN S     -   982,273.96  2,526,998.31   sFT  0.99993504   -0 15 49.4
 PQ1170;UTM  15      - 4,960,981.956   391,143.124   MT  0.99974571   -0 58 11.1
 PQ1170
 PQ1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1170!SPC MN S     -   0.99995333  x   0.99993504  =   0.99988837
 PQ1170!UTM  15      -   0.99995333  x   0.99974571  =   0.99969905
 PQ1170
 PQ1170                          SUPERSEDED SURVEY CONTROL
 PQ1170
 PQ1170  NAD 83(1986)-  44 47 38.19892(N)    094 22 34.45789(W) AD(       ) 2
 PQ1170  NGVD 29 (08/17/90)  325.0    (m)         1066.     (f) VERT ANG       
 PQ1170
 PQ1170.Superseded values are not recommended for survey control.
 PQ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1170.See file dsdata.txt to determine how the superseded data were derived.
 PQ1170
 PQ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9114360981(NAD 83)
 PQ1170
 PQ1170_MARKER: DV = VERTICAL CONTROL DISK
 PQ1170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1170_SP_SET: ALUMINUM ALLOY ROD
 PQ1170_STAMPING: 4304 H 1984
 PQ1170_MARK LOGO: MNDT  
 PQ1170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1170
 PQ1170  HISTORY     - Date     Condition        Report By
 PQ1170  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1170  HISTORY     - 1984     GOOD             MNDT
 PQ1170  HISTORY     - 19850909 GOOD             MNDT
 PQ1170
 PQ1170                          STATION DESCRIPTION
 PQ1170
 PQ1170'DESCRIBED BY MN DEPT OF TRANSP 1984 (DKH)
 PQ1170'THE STATION IS LOCATED ABOUT 4 MILES NORTH-NORTHWEST OF THE TOWN OF
 PQ1170'BROWNTON, IN THE SE 1/4 OF SECTION 1, T115N, R30W, ON THE WEST SIDE OF
 PQ1170'TRUNK HIGHWAY 15 AT MILEPOINT 94.35.
 PQ1170'
 PQ1170'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 PQ1170'HIGHWAY 212 NEAR THE WEST EDGE OF BROWNTON, GO NORTH ON TRUNK HIGHWAY
 PQ1170'15 FOR 4.95 MILES TO THE STATION ON THE LEFT.
 PQ1170'
 PQ1170'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1170'DISK STAMPED---4304 H 1984---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 PQ1170'DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT PROJECTS 0.2 FOOT ABOVE THE
 PQ1170'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.  THE MARK
 PQ1170'IS 129 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15, 1.7 FEET EAST
 PQ1170'OF A POWER POLE, 0.5 FOOT NORTH OF AN EAST - WEST FENCELINE, AND 1.2
 PQ1170'FEET NORTH OF A STEEL WITNESS POST.
 PQ1170'
 PQ1170'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1170
 PQ1170                          STATION RECOVERY (1984)
 PQ1170
 PQ1170'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PQ1170'RECOVERED IN GOOD CONDITION.
 PQ1170
 PQ1170                          STATION RECOVERY (1985)
 PQ1170
 PQ1170'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PQ1170'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH-NORTHWEST OF THE CITY
 PQ1170'OF BROWNTON, IN THE SE 1/4 OF SECTION 1, T115N, R30W, 4.95 MI (7.97
 PQ1170'KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PQ1170'212 SOUTHWEST OF BROWNTON, 129.0 FT (39.3 M) WEST OF AND ABOUT LEVEL
 PQ1170'WITH THE CENTERLINE OF HIGHWAY 15 AT MILEPOINT 94.35, 1.7 FT (0.5 M)
 PQ1170'EAST OF A POWER POLE, 0.5 FT (0.2 M) NORTH OF AN EAST-WEST FENCE
 PQ1170'LINE, AND 1.2 FT (0.4 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PQ1170'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4304
 PQ1170'H 1984---, IS FORCED ONTO THE TOP OF A 3/4-INCH DIAMETER BY 30-FOOT
 PQ1170'LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY ROD, AND PROJECTS 0.2 FT (0.1
 PQ1170'M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1171 ***********************************************************************
 PQ1171  DESIGNATION -  4304 J
 PQ1171  PID         -  PQ1171
 PQ1171  STATE/COUNTY-  MN/MCLEOD
 PQ1171  COUNTRY     -  US
 PQ1171  USGS QUAD   -  HEATWOLE (1982)
 PQ1171
 PQ1171                         *CURRENT SURVEY CONTROL
 PQ1171  ______________________________________________________________________
 PQ1171* NAD 83(2007) POSITION- 44 48 13.87910(N) 094 22 34.25468(W)   ADJUSTED  
 PQ1171* NAD 83(2007) ELLIP HT-   290.895 (meters)        (08/24/10)   ADJUSTED
 PQ1171* NAD 83(2007) EPOCH   -  2002.00
 PQ1171* NAVD 88 ORTHO HEIGHT -   318.385  (meters)    1044.57  (feet) ADJUSTED  
 PQ1171  ______________________________________________________________________
 PQ1171  NAD 83(2007) X  -   -345,902.531 (meters)                     COMP
 PQ1171  NAD 83(2007) Y  - -4,519,967.814 (meters)                     COMP
 PQ1171  NAD 83(2007) Z  -  4,472,113.862 (meters)                     COMP
 PQ1171  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC09
 PQ1171  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 PQ1171  DYNAMIC HEIGHT  -        318.352 (meters)     1044.46  (feet) COMP
 PQ1171  MODELED GRAVITY -    980,503.4   (mgal)                       NAVD 88
 PQ1171
 PQ1171  HORZ ORDER      -  FIRST
 PQ1171  VERT ORDER      -  SECOND    CLASS I
 PQ1171  ELLP ORDER      -  THIRD     CLASS I
 PQ1171
 PQ1171.The horizontal coordinates were established by GPS observations
 PQ1171.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1171
 PQ1171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1171.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1171
 PQ1171.The horizontal coordinates are valid at the epoch date displayed above
 PQ1171.which is a decimal equivalence of Year/Month/Day.
 PQ1171
 PQ1171.The orthometric height was determined by differential leveling and
 PQ1171.adjusted in June 1995.
 PQ1171
 PQ1171.Photographs are available for this station.
 PQ1171
 PQ1171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1171
 PQ1171.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1171
 PQ1171.The ellipsoidal height was determined by GPS observations
 PQ1171.and is referenced to NAD 83.
 PQ1171
 PQ1171.The dynamic height is computed by dividing the NAVD 88
 PQ1171.geopotential number by the normal gravity value computed on the
 PQ1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1171.degrees latitude (g = 980.6199 gals.).
 PQ1171
 PQ1171.The modeled gravity was interpolated from observed gravity values.
 PQ1171
 PQ1171. The following values were computed from the NAD 83(2007) position.
 PQ1171
 PQ1171;                    North         East     Units Scale Factor Converg.
 PQ1171;SPC MN S     -   300,498.877   770,240.239   MT  0.99993594   -0 15 49.2
 PQ1171;SPC MN S     -   985,886.73  2,527,029.85   sFT  0.99993594   -0 15 49.2
 PQ1171;UTM  15      - 4,962,082.719   391,166.305   MT  0.99974565   -0 58 11.5
 PQ1171
 PQ1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1171!SPC MN S     -   0.99995439  x   0.99993594  =   0.99989034
 PQ1171!UTM  15      -   0.99995439  x   0.99974565  =   0.99970005
 PQ1171
 PQ1171                          SUPERSEDED SURVEY CONTROL
 PQ1171
 PQ1171  NAD 83(1996)-  44 48 13.87836(N)    094 22 34.25382(W) AD(       ) 1
 PQ1171  ELLIP H (07/10/07)  290.912  (m)                       GP(       ) 3 2
 PQ1171  NAD 83(1996)-  44 48 13.87892(N)    094 22 34.25590(W) AD(       ) 2
 PQ1171  NAD 83(1986)-  44 48 13.87478(N)    094 22 34.25226(W) AD(       ) 2
 PQ1171  NAVD 88 (07/10/07)  318.39   (m)         1044.6    (f) LEVELING    3  
 PQ1171  NGVD 29 (08/17/90)  318.1    (m)         1044.     (f) VERT ANG       
 PQ1171
 PQ1171.Superseded values are not recommended for survey control.
 PQ1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1171.See file dsdata.txt to determine how the superseded data were derived.
 PQ1171
 PQ1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9116662082(NAD 83)
 PQ1171
 PQ1171_MARKER: DV = VERTICAL CONTROL DISK
 PQ1171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1171_SP_SET: ALUMINUM ALLOY ROD
 PQ1171_STAMPING: 4304 J 1984
 PQ1171_MARK LOGO: MNDT  
 PQ1171_PROJECTION: FLUSH
 PQ1171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1171+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 PQ1171_ROD/PIPE-DEPTH:  7.6 meters
 PQ1171
 PQ1171  HISTORY     - Date     Condition        Report By
 PQ1171  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1171  HISTORY     - 1984     GOOD             MNDT
 PQ1171  HISTORY     - 19850909 GOOD             MNDT
 PQ1171  HISTORY     - 20070327 GOOD             MNDT
 PQ1171
 PQ1171                          STATION DESCRIPTION
 PQ1171
 PQ1171'DESCRIBED BY MN DEPT OF TRANSP 1984 (DKH)
 PQ1171'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHWEST OF THE TOWN
 PQ1171'OF BROWNTON, IN THE NE 1/4 OF SECTION 1, T115N, R30W, ON THE WEST SIDE
 PQ1171'OF TRUNK HIGHWAY 15 AT MILEPOINT 95..
 PQ1171'
 PQ1171'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 PQ1171'HIGHWAY 212 NEAR THE WEST EDGE OF BROWNTON, GO NORTH ON TRUNK HIGHWAY
 PQ1171'15 FOR 5.7 MILES TO THE STATION ON THE LEFT.
 PQ1171'
 PQ1171'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1171'DISK STAMPED---4304 J 1984---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 PQ1171'DIAMETER BY 25 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1171'OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF AN ENTRANCE.  THE
 PQ1171'MARK IS 127 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15, 13.5 FEET
 PQ1171'NORTH OF THE CENTER OF A FARM ENTRANCE, 2 FEET EAST OF A POWER POLE,
 PQ1171'AND 1.9 FEET WEST OF A STEEL WITNESS POST.
 PQ1171'
 PQ1171'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1171
 PQ1171                          STATION RECOVERY (1984)
 PQ1171
 PQ1171'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PQ1171'RECOVERED IN GOOD CONDITION.
 PQ1171
 PQ1171                          STATION RECOVERY (1985)
 PQ1171
 PQ1171'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PQ1171'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH-NORTHWEST OF THE CITY
 PQ1171'OF BROWNTON, IN THE NE 1/4 OF SECTION 1, T115N, R30W, 5.7 MI (9.2 KM)
 PQ1171'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212
 PQ1171'SOUTHWEST OF BROWNTON, 127.0 FT (38.7 M) WEST OF THE CENTERLINE OF
 PQ1171'HIGHWAY 15 AT MILEPOINT 95.1, 13.5 FT (4.1 M) NORTH OF AND 1.0 FT
 PQ1171'(0.3 M) LOWER THAN THE CENTER OF A FARM ENTRANCE, 2.0 FT (0.6 M) EAST
 PQ1171'OF A POWER POLE, AND 1.9 FT (0.6 M) WEST OF A STEEL WITNESS POST.
 PQ1171'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1171'STAMPED---4304 J 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1171'REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1171'FLUSH WITH THE GROUND.
 PQ1171
 PQ1171                          STATION RECOVERY (2007)
 PQ1171
 PQ1171'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 PQ1171'4.5 MILES NORTH-NORTHWEST OF BROWNTON, AT TRUNK HIGHWAY 15 MILEPOINT
 PQ1171'95, 5.7 MILES NORTH ON TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY
 PQ1171'15 AND TRUNK HIGHWAY 212, 127 FEET WEST OF TRUNK HIGHWAY 15, 13.5 FEET
 PQ1171'NORTH OF FARM ENTRANCE, 2 FEET EAST OF POWER POLE, 1.9 FEET WEST OF
 PQ1171'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1530 ***********************************************************************
 PQ1530  DESIGNATION -  4304 K
 PQ1530  PID         -  PQ1530
 PQ1530  STATE/COUNTY-  MN/MCLEOD
 PQ1530  COUNTRY     -  US
 PQ1530  USGS QUAD   -  HEATWOLE (1982)
 PQ1530
 PQ1530                         *CURRENT SURVEY CONTROL
 PQ1530  ______________________________________________________________________
 PQ1530* NAD 83(1986) POSITION- 44 48 45.     (N) 094 22 36.     (W)   SCALED    
 PQ1530* NAVD 88 ORTHO HEIGHT -   322.299  (meters)    1057.41  (feet) ADJUSTED  
 PQ1530  ______________________________________________________________________
 PQ1530  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 PQ1530  DYNAMIC HEIGHT  -        322.265 (meters)     1057.30  (feet) COMP
 PQ1530  MODELED GRAVITY -    980,504.6   (mgal)                       NAVD 88
 PQ1530
 PQ1530  VERT ORDER      -  SECOND    CLASS I
 PQ1530
 PQ1530.The horizontal coordinates were scaled from a topographic map and have
 PQ1530.an estimated accuracy of +/- 6 seconds.
 PQ1530.
 PQ1530.The orthometric height was determined by differential leveling and
 PQ1530.adjusted in June 1995.
 PQ1530
 PQ1530.The dynamic height is computed by dividing the NAVD 88
 PQ1530.geopotential number by the normal gravity value computed on the
 PQ1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1530.degrees latitude (g = 980.6199 gals.).
 PQ1530
 PQ1530.The modeled gravity was interpolated from observed gravity values.
 PQ1530
 PQ1530;                    North         East    Units  Estimated Accuracy
 PQ1530;SPC MN S     -   301,460.      770,210.      MT  (+/- 180 meters Scaled)
 PQ1530
 PQ1530                          SUPERSEDED SURVEY CONTROL
 PQ1530
 PQ1530.No superseded survey control is available for this station.
 PQ1530
 PQ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK911630(NAD 83)
 PQ1530
 PQ1530_MARKER: DV = VERTICAL CONTROL DISK
 PQ1530_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1530_SP_SET: ALUMINUM ALLOY ROD
 PQ1530_STAMPING: 4304 K 1984
 PQ1530_MARK LOGO: MNDT  
 PQ1530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1530
 PQ1530  HISTORY     - Date     Condition        Report By
 PQ1530  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1530  HISTORY     - 19850909 GOOD             MNDT
 PQ1530
 PQ1530                          STATION DESCRIPTION
 PQ1530
 PQ1530'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1530'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) SOUTH OF THE CITY OF
 PQ1530'HUTCHINSON, IN THE NE 1/4 OF SECTION 36, T116N, R30W, 5.95 MI (9.58
 PQ1530'KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1530'HIGHWAYS 7 AND 22 IN HUTCHINSON, 325 FT (99.1 M) WEST OF THE
 PQ1530'CENTERLINE OF HIGHWAY 15 AT MILEPOINT 96.65, 28.0 FT (8.5 M) NORTH OF
 PQ1530'AND 1 FT (0.3 M) LOWER THAN THE CENTER OF A GRAVEL ROAD, 1.7 FT (0.5
 PQ1530'M) EAST OF A POWER POLE (WITH A TRANSFORMER), AND 1.7 FT (0.5 M) WEST
 PQ1530'OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PQ1530'MONUMENT DISK STAMPED---4304 K 1984---, IS FORCED ONTO THE TOP OF A
 PQ1530'3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY
 PQ1530'ROD, AND IS FLUSH WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE
 PQ1530'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1528 ***********************************************************************
 PQ1528  DESIGNATION -  4304 L
 PQ1528  PID         -  PQ1528
 PQ1528  STATE/COUNTY-  MN/MCLEOD
 PQ1528  COUNTRY     -  US
 PQ1528  USGS QUAD   -  HEATWOLE (1982)
 PQ1528
 PQ1528                         *CURRENT SURVEY CONTROL
 PQ1528  ______________________________________________________________________
 PQ1528* NAD 83(1986) POSITION- 44 50 03.     (N) 094 22 39.     (W)   SCALED    
 PQ1528* NAVD 88 ORTHO HEIGHT -   325.810  (meters)    1068.93  (feet) ADJUSTED  
 PQ1528  ______________________________________________________________________
 PQ1528  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 PQ1528  DYNAMIC HEIGHT  -        325.777 (meters)     1068.82  (feet) COMP
 PQ1528  MODELED GRAVITY -    980,507.5   (mgal)                       NAVD 88
 PQ1528
 PQ1528  VERT ORDER      -  SECOND    CLASS I
 PQ1528
 PQ1528.The horizontal coordinates were scaled from a topographic map and have
 PQ1528.an estimated accuracy of +/- 6 seconds.
 PQ1528.
 PQ1528.The orthometric height was determined by differential leveling and
 PQ1528.adjusted in June 1995.
 PQ1528
 PQ1528.The dynamic height is computed by dividing the NAVD 88
 PQ1528.geopotential number by the normal gravity value computed on the
 PQ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1528.degrees latitude (g = 980.6199 gals.).
 PQ1528
 PQ1528.The modeled gravity was interpolated from observed gravity values.
 PQ1528
 PQ1528;                    North         East    Units  Estimated Accuracy
 PQ1528;SPC MN S     -   303,870.      770,150.      MT  (+/- 180 meters Scaled)
 PQ1528
 PQ1528                          SUPERSEDED SURVEY CONTROL
 PQ1528
 PQ1528.No superseded survey control is available for this station.
 PQ1528
 PQ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK911654(NAD 83)
 PQ1528
 PQ1528_MARKER: DV = VERTICAL CONTROL DISK
 PQ1528_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1528_SP_SET: ALUMINUM ALLOY ROD
 PQ1528_STAMPING: 4304 L 1984
 PQ1528_MARK LOGO: MNDT  
 PQ1528_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1528
 PQ1528  HISTORY     - Date     Condition        Report By
 PQ1528  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1528  HISTORY     - 19850909 GOOD             MNDT
 PQ1528
 PQ1528                          STATION DESCRIPTION
 PQ1528
 PQ1528'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1528'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) SOUTH OF THE CITY OF
 PQ1528'HUTCHINSON, IN THE NE 1/4 OF SECTION 25, T116N, R30W, 4.5 MI (7.2 KM)
 PQ1528'SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 22
 PQ1528'AND 7 IN HUTCHINSON, ABOUT 500 FT (152.4 M) WEST OF THE CENTERLINE OF
 PQ1528'HIGHWAY 15 AT MILEPOINT 97.15, 46.5 FT (14.2 M) SOUTH OF AND ABOUT 4
 PQ1528'FT (1.2 M) LOWER THAN THE CENTERLINE OF COUNTY RAOD 72, 64.0 FT (19.5
 PQ1528'M) EAST OF THE CENTER OF A FIELD ENTRANCE, 2.0 FT (0.6 M)
 PQ1528'EAST-SOUTHEAST OF A POWER POLE, AND 1.8 FT (0.5 M) SOUTHWEST OF A
 PQ1528'STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL
 PQ1528'CONTROL MONUMENT DISK STAMPED---4304 L 1984---, IS FORCED ONTO THE
 PQ1528'TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 29-FOOT LONG
 PQ1528'ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1529 ***********************************************************************
 PQ1529  DESIGNATION -  4304 M
 PQ1529  PID         -  PQ1529
 PQ1529  STATE/COUNTY-  MN/MCLEOD
 PQ1529  COUNTRY     -  US
 PQ1529  USGS QUAD   -  BISCAY (1982)
 PQ1529
 PQ1529                         *CURRENT SURVEY CONTROL
 PQ1529  ______________________________________________________________________
 PQ1529* NAD 83(1986) POSITION- 44 49 25.     (N) 094 22 28.     (W)   SCALED    
 PQ1529* NAVD 88 ORTHO HEIGHT -   323.947  (meters)    1062.82  (feet) ADJUSTED  
 PQ1529  ______________________________________________________________________
 PQ1529  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 PQ1529  DYNAMIC HEIGHT  -        323.914 (meters)     1062.71  (feet) COMP
 PQ1529  MODELED GRAVITY -    980,506.0   (mgal)                       NAVD 88
 PQ1529
 PQ1529  VERT ORDER      -  SECOND    CLASS I
 PQ1529
 PQ1529.The horizontal coordinates were scaled from a topographic map and have
 PQ1529.an estimated accuracy of +/- 6 seconds.
 PQ1529.
 PQ1529.The orthometric height was determined by differential leveling and
 PQ1529.adjusted in June 1995.
 PQ1529
 PQ1529.The dynamic height is computed by dividing the NAVD 88
 PQ1529.geopotential number by the normal gravity value computed on the
 PQ1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1529.degrees latitude (g = 980.6199 gals.).
 PQ1529
 PQ1529.The modeled gravity was interpolated from observed gravity values.
 PQ1529
 PQ1529;                    North         East    Units  Estimated Accuracy
 PQ1529;SPC MN S     -   302,690.      770,390.      MT  (+/- 180 meters Scaled)
 PQ1529
 PQ1529                          SUPERSEDED SURVEY CONTROL
 PQ1529
 PQ1529.No superseded survey control is available for this station.
 PQ1529
 PQ1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK913642(NAD 83)
 PQ1529
 PQ1529_MARKER: DV = VERTICAL CONTROL DISK
 PQ1529_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1529_SP_SET: ALUMINUM ALLOY ROD
 PQ1529_STAMPING: 4304 M 1984
 PQ1529_MARK LOGO: MNDT  
 PQ1529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1529
 PQ1529  HISTORY     - Date     Condition        Report By
 PQ1529  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1529  HISTORY     - 19850909 GOOD             MNDT
 PQ1529
 PQ1529                          STATION DESCRIPTION
 PQ1529
 PQ1529'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1529'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTH OF THE CITY OF
 PQ1529'HUTCHINSON, IN THE SW 1/4 OF SECTION 30, T116N, R29W, 5.25 MI (8.45
 PQ1529'KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1529'HIGHWAYS 7 AND 22 IN HUTCHINSON, 300 FT (91.4 M) EAST OF THE
 PQ1529'CENTERLINE OF HIGHWAY 15 AT MILEPOINT 96.35, 16.0 FT (4.9 M) NORTH OF
 PQ1529'AND ABOUT 1 FT (0.3 M) LOWER THAN THE CENTER OF AN ENTRANCE, 2.4 FT
 PQ1529'(0.7 M) WEST OF A POWER POLE, AND 1.4 FT (0.4 M) EAST OF A STEEL
 PQ1529'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 PQ1529'MONUMENT DISK STAMPED---4304 M 1984---, IS FORCED ONTO THE TOP OF A
 PQ1529'3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN (TO REFUSAL) ALUMINUM ALLOY
 PQ1529'ROD, AND PROJECTS 0.2 FT (0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1526 ***********************************************************************
 PQ1526  DESIGNATION -  4304 N
 PQ1526  PID         -  PQ1526
 PQ1526  STATE/COUNTY-  MN/MCLEOD
 PQ1526  COUNTRY     -  US
 PQ1526  USGS QUAD   -  HEATWOLE (1982)
 PQ1526
 PQ1526                         *CURRENT SURVEY CONTROL
 PQ1526  ______________________________________________________________________
 PQ1526* NAD 83(1986) POSITION- 44 50 47.     (N) 094 22 33.     (W)   SCALED    
 PQ1526* NAVD 88 ORTHO HEIGHT -   322.809  (meters)    1059.08  (feet) ADJUSTED  
 PQ1526  ______________________________________________________________________
 PQ1526  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 PQ1526  DYNAMIC HEIGHT  -        322.777 (meters)     1058.98  (feet) COMP
 PQ1526  MODELED GRAVITY -    980,509.1   (mgal)                       NAVD 88
 PQ1526
 PQ1526  VERT ORDER      -  SECOND    CLASS I
 PQ1526
 PQ1526.The horizontal coordinates were scaled from a topographic map and have
 PQ1526.an estimated accuracy of +/- 6 seconds.
 PQ1526.
 PQ1526.The orthometric height was determined by differential leveling and
 PQ1526.adjusted in June 1995.
 PQ1526
 PQ1526.The dynamic height is computed by dividing the NAVD 88
 PQ1526.geopotential number by the normal gravity value computed on the
 PQ1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1526.degrees latitude (g = 980.6199 gals.).
 PQ1526
 PQ1526.The modeled gravity was interpolated from observed gravity values.
 PQ1526
 PQ1526;                    North         East    Units  Estimated Accuracy
 PQ1526;SPC MN S     -   305,230.      770,290.      MT  (+/- 180 meters Scaled)
 PQ1526
 PQ1526                          SUPERSEDED SURVEY CONTROL
 PQ1526
 PQ1526.No superseded survey control is available for this station.
 PQ1526
 PQ1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK912668(NAD 83)
 PQ1526
 PQ1526_MARKER: DV = VERTICAL CONTROL DISK
 PQ1526_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1526_SP_SET: ALUMINUM ALLOY ROD
 PQ1526_STAMPING: 4304 N 1984
 PQ1526_MARK LOGO: MNDT  
 PQ1526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1526
 PQ1526  HISTORY     - Date     Condition        Report By
 PQ1526  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1526  HISTORY     - 19850909 GOOD             MNDT
 PQ1526
 PQ1526                          STATION DESCRIPTION
 PQ1526
 PQ1526'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1526'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) SOUTH OF THE CITY OF
 PQ1526'HUTCHINSON, IN THE NE 1/4 OF SECTION 13, T116N, R30W, 3.65 MI (5.87
 PQ1526'KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCITON WITH TRUNK
 PQ1526'HIGHWAYS 7 AND 22 IN HUTCHINSON, 95 FT (29.0 M) WEST OF AND ABOUT 2
 PQ1526'FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY 15 AT MILEPOINT 98.0,
 PQ1526'32.0 FT (9.8 M) SOUTHWEST OF A TELEPHONE CABLE MARKER, 9.0 FT (2.7 M)
 PQ1526'NORTH OF THE END PINE TREE OF AN EAST-WEST ROW OF PINES, AND 1.5 FT
 PQ1526'(0.5 M) SOUTH OF A POWER POLE.  THE MARK, A STANDARD MAGNETIC MNDT
 PQ1526'VERTICAL CONTROL MONUMENT DISK STAMPED---4304 N 1984---, IS FORCED
 PQ1526'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT
 PQ1526'LONG ALUMINUM ALLOY ROD AND IS 0.1 FT (0.03 M) BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1524 ***********************************************************************
 PQ1524  DESIGNATION -  4304 P
 PQ1524  PID         -  PQ1524
 PQ1524  STATE/COUNTY-  MN/MCLEOD
 PQ1524  COUNTRY     -  US
 PQ1524  USGS QUAD   -  HEATWOLE (1982)
 PQ1524
 PQ1524                         *CURRENT SURVEY CONTROL
 PQ1524  ______________________________________________________________________
 PQ1524* NAD 83(1986) POSITION- 44 51 27.     (N) 094 22 34.     (W)   SCALED    
 PQ1524* NAVD 88 ORTHO HEIGHT -   320.653  (meters)    1052.01  (feet) ADJUSTED  
 PQ1524  ______________________________________________________________________
 PQ1524  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 PQ1524  DYNAMIC HEIGHT  -        320.622 (meters)     1051.91  (feet) COMP
 PQ1524  MODELED GRAVITY -    980,510.6   (mgal)                       NAVD 88
 PQ1524
 PQ1524  VERT ORDER      -  SECOND    CLASS I
 PQ1524
 PQ1524.The horizontal coordinates were scaled from a topographic map and have
 PQ1524.an estimated accuracy of +/- 6 seconds.
 PQ1524.
 PQ1524.The orthometric height was determined by differential leveling and
 PQ1524.adjusted in June 1995.
 PQ1524
 PQ1524.The dynamic height is computed by dividing the NAVD 88
 PQ1524.geopotential number by the normal gravity value computed on the
 PQ1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1524.degrees latitude (g = 980.6199 gals.).
 PQ1524
 PQ1524.The modeled gravity was interpolated from observed gravity values.
 PQ1524
 PQ1524;                    North         East    Units  Estimated Accuracy
 PQ1524;SPC MN S     -   306,460.      770,270.      MT  (+/- 180 meters Scaled)
 PQ1524
 PQ1524                          SUPERSEDED SURVEY CONTROL
 PQ1524
 PQ1524.No superseded survey control is available for this station.
 PQ1524
 PQ1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK912680(NAD 83)
 PQ1524
 PQ1524_MARKER: DV = VERTICAL CONTROL DISK
 PQ1524_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1524_SP_SET: ALUMINUM ALLOY ROD
 PQ1524_STAMPING: 4304 P 1984
 PQ1524_MARK LOGO: MNDT  
 PQ1524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1524
 PQ1524  HISTORY     - Date     Condition        Report By
 PQ1524  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1524  HISTORY     - 19850909 GOOD             MNDT
 PQ1524
 PQ1524                          STATION DESCRIPTION
 PQ1524
 PQ1524'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1524'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE CITY OF
 PQ1524'HUTCHINSON, IN THE NE 1/4 OF SECTION 13, T116N, R30W, 2.9 MI (4.7 KM)
 PQ1524'SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 7
 PQ1524'AND 22 IN HUTCHINSON, ABOUT 325 FT (99.1 M) WEST OF THE CENTERLINE OF
 PQ1524'HIGHWAY 15 AT MILEPOINT 98.8, 42.0 FT (12.8 M) NORTH OF AND ABOUT 2
 PQ1524'FT (0.6 M) LOWER THAN THE CENTER OF AIRPORT ROAD, 2.0 FT (0.6 M) EAST
 PQ1524'OF A POWER POLE, AND 0.9 FT (0.3 M) SOUTH OF A STEEL WITNESS POST.
 PQ1524'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1524'STAMPED---4304 P 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1524'REFUSAL) 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1524'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1521 ***********************************************************************
 PQ1521  DESIGNATION -  4304 Q
 PQ1521  PID         -  PQ1521
 PQ1521  STATE/COUNTY-  MN/MCLEOD
 PQ1521  COUNTRY     -  US
 PQ1521  USGS QUAD   -  HEATWOLE (1982)
 PQ1521
 PQ1521                         *CURRENT SURVEY CONTROL
 PQ1521  ______________________________________________________________________
 PQ1521* NAD 83(1986) POSITION- 44 52 26.     (N) 094 22 31.     (W)   SCALED    
 PQ1521* NAVD 88 ORTHO HEIGHT -   324.073  (meters)    1063.23  (feet) ADJUSTED  
 PQ1521  ______________________________________________________________________
 PQ1521  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 PQ1521  DYNAMIC HEIGHT  -        324.042 (meters)     1063.13  (feet) COMP
 PQ1521  MODELED GRAVITY -    980,512.8   (mgal)                       NAVD 88
 PQ1521
 PQ1521  VERT ORDER      -  SECOND    CLASS I
 PQ1521
 PQ1521.The horizontal coordinates were scaled from a topographic map and have
 PQ1521.an estimated accuracy of +/- 6 seconds.
 PQ1521.
 PQ1521.The orthometric height was determined by differential leveling and
 PQ1521.adjusted in June 1995.
 PQ1521
 PQ1521.The dynamic height is computed by dividing the NAVD 88
 PQ1521.geopotential number by the normal gravity value computed on the
 PQ1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1521.degrees latitude (g = 980.6199 gals.).
 PQ1521
 PQ1521.The modeled gravity was interpolated from observed gravity values.
 PQ1521
 PQ1521;                    North         East    Units  Estimated Accuracy
 PQ1521;SPC MN S     -   308,280.      770,350.      MT  (+/- 180 meters Scaled)
 PQ1521
 PQ1521                          SUPERSEDED SURVEY CONTROL
 PQ1521
 PQ1521.No superseded survey control is available for this station.
 PQ1521
 PQ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK913698(NAD 83)
 PQ1521
 PQ1521_MARKER: DV = VERTICAL CONTROL DISK
 PQ1521_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1521+WITH SETTING: PAVEMENT
 PQ1521_SP_SET: CONCRETE BASE
 PQ1521_STAMPING: 4304 Q 1984
 PQ1521_MARK LOGO: MNDT  
 PQ1521_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1521+STABILITY: SURFACE MOTION
 PQ1521
 PQ1521  HISTORY     - Date     Condition        Report By
 PQ1521  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1521  HISTORY     - 19850909 GOOD             MNDT
 PQ1521
 PQ1521                          STATION DESCRIPTION
 PQ1521
 PQ1521'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1521'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE NW 1/4 OF
 PQ1521'SECTION 7, T116N, R29W, 1.85 MI (2.98 KM) SOUTH ALONG TRUNK HIGHWAY
 PQ1521'15 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 7 AND 22 IN HUTCHINSON,
 PQ1521'126.0 FT (38.4 M) EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PQ1521'HIGHWAY 15 AT MILEPOINT 99.85, 151.0 FT (46.0 M) SOUTH-SOUTHEAST OF A
 PQ1521'POWER POLE, AND 77.8 FT (23.7 M) NORTHEAST OF A POWER POLE.  THE
 PQ1521'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1521'STAMPED---4304 Q 1984---, IS SET IN A DRILL HOLE IN THE SOUTHWEST
 PQ1521'CORNER OF AN 11-FT SQUARE CONCRETE BASE FOR THE HUTCHINSON TVI SCHOOL
 PQ1521'SIGN, AND PROJECTS 0.3 FT (0.1 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1172 ***********************************************************************
 PQ1172  DESIGNATION -  4304 R
 PQ1172  PID         -  PQ1172
 PQ1172  STATE/COUNTY-  MN/MCLEOD
 PQ1172  COUNTRY     -  US
 PQ1172  USGS QUAD   -  BISCAY (1982)
 PQ1172
 PQ1172                         *CURRENT SURVEY CONTROL
 PQ1172  ______________________________________________________________________
 PQ1172* NAD 83(1996) POSITION- 44 51 48.74771(N) 094 22 25.29696(W)   ADJUSTED  
 PQ1172* NAVD 88 ORTHO HEIGHT -   323.997  (meters)    1062.98  (feet) ADJUSTED  
 PQ1172  ______________________________________________________________________
 PQ1172  LAPLACE CORR    -         -2.64  (seconds)                    DEFLEC09
 PQ1172  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 PQ1172  DYNAMIC HEIGHT  -        323.966 (meters)     1062.88  (feet) COMP
 PQ1172  MODELED GRAVITY -    980,511.3   (mgal)                       NAVD 88
 PQ1172
 PQ1172  HORZ ORDER      -  SECOND
 PQ1172  VERT ORDER      -  SECOND    CLASS I
 PQ1172
 PQ1172.The horizontal coordinates were established by classical geodetic methods
 PQ1172.and adjusted by the National Geodetic Survey in March 1999.
 PQ1172.
 PQ1172.The orthometric height was determined by differential leveling and
 PQ1172.adjusted in June 1995.
 PQ1172
 PQ1172.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1172
 PQ1172.The dynamic height is computed by dividing the NAVD 88
 PQ1172.geopotential number by the normal gravity value computed on the
 PQ1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1172.degrees latitude (g = 980.6199 gals.).
 PQ1172
 PQ1172.The modeled gravity was interpolated from observed gravity values.
 PQ1172
 PQ1172. The following values were computed from the NAD 83(1996) position.
 PQ1172
 PQ1172;                    North         East     Units Scale Factor Converg.
 PQ1172;SPC MN S     -   307,130.286   770,467.404   MT  0.99994198   -0 15 43.0
 PQ1172;SPC MN S     - 1,007,643.28  2,527,775.14   sFT  0.99994198   -0 15 43.0
 PQ1172;UTM  15      - 4,968,709.538   391,475.183   MT  0.99974482   -0 58 08.9
 PQ1172
 PQ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1172!SPC MN S     -   0.99995350  x   0.99994198  =   0.99989548
 PQ1172!UTM  15      -   0.99995350  x   0.99974482  =   0.99969833
 PQ1172
 PQ1172                          SUPERSEDED SURVEY CONTROL
 PQ1172
 PQ1172  NAD 83(1986)-  44 51 48.74416(N)    094 22 25.29296(W) AD(       ) 2
 PQ1172  NGVD 29 (08/17/90)  323.95   (m)         1062.8    (f) LEVELING    3  
 PQ1172
 PQ1172.Superseded values are not recommended for survey control.
 PQ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1172.See file dsdata.txt to determine how the superseded data were derived.
 PQ1172
 PQ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9147568709(NAD 83)
 PQ1172
 PQ1172_MARKER: DV = VERTICAL CONTROL DISK
 PQ1172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1172_SP_SET: ALUMINUM ALLOY ROD
 PQ1172_STAMPING: 4304 R 1984
 PQ1172_MARK LOGO: MNDT  
 PQ1172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1172
 PQ1172  HISTORY     - Date     Condition        Report By
 PQ1172  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1172  HISTORY     - 1984     GOOD             MNDT
 PQ1172  HISTORY     - 19850909 GOOD             MNDT
 PQ1172
 PQ1172                          STATION DESCRIPTION
 PQ1172
 PQ1172'DESCRIBED BY MN DEPT OF TRANSP 1984 (DKH)
 PQ1172'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE TOWN OF HUTCHINSON,
 PQ1172'IN THE SW 1/4 OF SECTION 7, T116N, R29W, ON THE NORTH RIGHT-OF-WAY OF
 PQ1172'COUNTY ROAD 89.
 PQ1172'
 PQ1172'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAYS 7, 15, AND 22
 PQ1172'IN HUTCHINSON, GO SOUTH ON TRUNK HIGHWAY 15 FOR 2.55 MILES TO COUNTY
 PQ1172'ROAD 89 ON THE LEFT, TURN LEFT AND GO EAST ON COUNTY ROAD 89 FOR ABOUT
 PQ1172'500 FEET TO THE STATION ON THE LEFT.
 PQ1172'
 PQ1172'THE STATION MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1172'DISK STAMPED---4304 R 1984---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 PQ1172'DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1172'OF THE GROUND.  THE MARK IS 35.0 FEET NORTH OF THE CENTERLINE OF
 PQ1172'COUNTY ROAD 89, 27 FEET WEST OF THE CENTER OF A FIELD ENTRANCE, 2.1
 PQ1172'FEET SOUTHWEST OF A POWER POLE, 2.7 FEET EAST-NORTHEAST OF A STEEL
 PQ1172'GAME REFUGE SIGNPOST, AND 2.8 FEET SOUTHEAST OF A STEEL WITNESS POST.
 PQ1172'
 PQ1172'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1172'
 PQ1172'THIS STATION IS AN AZIMUTH MARK FOR STATION HUTCH MNDT.
 PQ1172
 PQ1172                          STATION RECOVERY (1984)
 PQ1172
 PQ1172'RECOVERY NOTE BY MN DEPT OF TRANSP 1984
 PQ1172'RECOVERED IN GOOD CONDITION.
 PQ1172
 PQ1172                          STATION RECOVERY (1985)
 PQ1172
 PQ1172'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PQ1172'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF THE CITY OF
 PQ1172'HUTCHINSON, IN THE SW 1/4 OF SECTION 7, T116N, R29W, 2.55 MI (4.10
 PQ1172'KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK
 PQ1172'HIGHWAYS 7 AND 22 IN HUTCHINSON, ABOUT 500 FT (152.4 M) EAST OF THE
 PQ1172'CENTERLINE OF HIGHWAY 15 AT MILEPOINT 99.15, 35.0 FT (10.7 M) NORTH
 PQ1172'OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE CENTERLINE OF COUNTY ROAD
 PQ1172'89, 27 FT (8.2 M) WEST OF THE CENTER OF AN ENTRANCE, 2.7 FT (0.8 M)
 PQ1172'EAST-NORTHEAST OF STEEL SIGN POST (GAME REFUGE), 2.1 FT (0.6 M)
 PQ1172'SOUTHWEST OF A POWER POLE, AND 2.8 FT (0.9 M) SOUTHEAST OF A STEEL
 PQ1172'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 PQ1172'MONUMENT DISK STAMPED---4304 R 1984---, IS FORCED ONTO THE TOP OF A
 PQ1172'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY
 PQ1172'ROD AND PROJECTS 0.1 FT (0.03 M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1520 ***********************************************************************
 PQ1520  DESIGNATION -  4304 S
 PQ1520  PID         -  PQ1520
 PQ1520  STATE/COUNTY-  MN/MCLEOD
 PQ1520  COUNTRY     -  US
 PQ1520  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1520
 PQ1520                         *CURRENT SURVEY CONTROL
 PQ1520  ______________________________________________________________________
 PQ1520* NAD 83(1986) POSITION- 44 52 51.16   (N) 094 22 09.66   (W)   HD_HELD1  
 PQ1520* NAVD 88 ORTHO HEIGHT -   327.493  (meters)    1074.45  (feet) ADJUSTED  
 PQ1520  ______________________________________________________________________
 PQ1520  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 PQ1520  DYNAMIC HEIGHT  -        327.462 (meters)     1074.35  (feet) COMP
 PQ1520  MODELED GRAVITY -    980,513.5   (mgal)                       NAVD 88
 PQ1520
 PQ1520  VERT ORDER      -  SECOND    CLASS I
 PQ1520
 PQ1520.The horizontal coordinates were established by differentially corrected
 PQ1520.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1520.
 PQ1520.The orthometric height was determined by differential leveling and
 PQ1520.adjusted in June 1995.
 PQ1520
 PQ1520.The dynamic height is computed by dividing the NAVD 88
 PQ1520.geopotential number by the normal gravity value computed on the
 PQ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1520.degrees latitude (g = 980.6199 gals.).
 PQ1520
 PQ1520.The modeled gravity was interpolated from observed gravity values.
 PQ1520
 PQ1520;                    North         East    Units  Estimated Accuracy
 PQ1520;SPC MN S     -   309,055.2     770,819.4     MT  (+/- 3 meters HH1 GPS) 
 PQ1520
 PQ1520                          SUPERSEDED SURVEY CONTROL
 PQ1520
 PQ1520.No superseded survey control is available for this station.
 PQ1520
 PQ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9185070629(NAD 83)
 PQ1520
 PQ1520_MARKER: DV = VERTICAL CONTROL DISK
 PQ1520_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1520_SP_SET: ALUMINUM ALLOY ROD
 PQ1520_STAMPING: 4304 S 1984
 PQ1520_MARK LOGO: MNDT  
 PQ1520_PROJECTION: FLUSH
 PQ1520_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1520+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1520
 PQ1520  HISTORY     - Date     Condition        Report By
 PQ1520  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1520  HISTORY     - 19850909 GOOD             MNDT
 PQ1520  HISTORY     - 19870811 GOOD             MNDT
 PQ1520  HISTORY     - 20070704 GOOD             GEOCAC
 PQ1520  HISTORY     - 20090930 GOOD             MNDT
 PQ1520
 PQ1520                          STATION DESCRIPTION
 PQ1520
 PQ1520'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1520'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE NORTHWEST 1/4
 PQ1520'OF SECTION 7, T116N, R29W, 1.05 MI (1.69 KM) SOUTH ALONG TRUNK
 PQ1520'HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 7 AND 22 IN
 PQ1520'HUTCHINSON, 127.0 FT (38.7 M) SOUTHEAST OF AND ABOUT LEVEL WITH THE
 PQ1520'CENTERLINE OF HIGHWAY 15 AT MILEPOINT 100.6, 65.5 FT (20.0 M) WEST OF
 PQ1520'THE CENTERLINE OF MAIN STREET, 43.0 FT (13.1 M) NORTH OF THE
 PQ1520'CENTERLINE OF OAKLAND AVENUE, 16.0 FT (4.9 M) SOUTHEAST OF THE SOUTH
 PQ1520'CORNER OF A CONCRETE SLAB OF A PICNIC SHELTER, AND 6.4 FT (2.0 M)
 PQ1520'WEST OF THE BASE OF A FLAGPOLE AT THE WEST EDGE OF A SIDEWALK.  THE
 PQ1520'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1520'STAMPED---4304 S 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1520'REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1520'FLUSH WITH THE GROUND.
 PQ1520
 PQ1520                          STATION RECOVERY (1987)
 PQ1520
 PQ1520'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ1520'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE NW 1/4 OF
 PQ1520'SECTION 7, T116N, R29W, 1.05 MI (1.69 KM) SOUTH ALONG TRUNK HIGHWAY
 PQ1520'15 FROM ITS JUNCTION WITH TRUNK HIGHWAYS 7 AND 22 IN HUTCHINSON.  THE
 PQ1520'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1520'STAMPED--- 4304 S 1984---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER
 PQ1520'BY 25-FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE GROUND AND
 PQ1520'ABOUT LEVEL WITH HIGHWAY 15.  THE MARK IS 127.0 FEET (38.7 M)
 PQ1520'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 15 AT MILEPOINT 100.6, 65.5
 PQ1520'FEET (20.0 M) WEST OF THE CENTERLINE OF MAIN STREET, 43.0 FEET
 PQ1520'(13.1 M) NORTH OF THE CENTERLINE OF OAKLAND AVENUE, 16.0 FEET
 PQ1520'(4.9 M) SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE SLAB OF A PICNIC
 PQ1520'SHELTER AND 6.4 FEET (2.0 M) WEST OF THE BASE OF A FLAGPOLE AT THE
 PQ1520'WEST EDGE OF A SIDEWALK.  A MAGNET IN THE DISK MAKES THE DISK
 PQ1520'MAGNETIC.
 PQ1520
 PQ1520                          STATION RECOVERY (2007)
 PQ1520
 PQ1520'RECOVERY NOTE BY GEOCACHING 2007
 PQ1520'IN HUTCHINSON. THE MARK IS 20.0 M (65.5 FEET) WEST OF THE CENTERLINE
 PQ1520'OF MAIN STREET, 13.1 M (43.0 FEET) NORTH OF THE CENTERLINE OF OAKLAND
 PQ1520'AVENUE, 4.9 M (16.0 FEET) EAST OF THE SOUTH CORNER OF A CONCRETE SLAB
 PQ1520'OF A PICNIC SHELTER AND 2.0 M (6.4 FEET) WEST OF THE BASE OF A
 PQ1520'FLAGPOLE AT THE WEST EDGE OF A SIDEWALK. HH2 COORDINATES N44 52 51.2
 PQ1520'W094 22 09.7.
 PQ1520
 PQ1520                          STATION RECOVERY (2009)
 PQ1520
 PQ1520'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 PQ1520'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5598 ***********************************************************************
 DM5598  DESIGNATION -  4304 T
 DM5598  PID         -  DM5598
 DM5598  STATE/COUNTY-  MN/MCLEOD
 DM5598  COUNTRY     -  US
 DM5598  USGS QUAD   -  HUTCHINSON EAST (1994)
 DM5598
 DM5598                         *CURRENT SURVEY CONTROL
 DM5598  ______________________________________________________________________
 DM5598* NAD 83(1986) POSITION- 44 53 42.90   (N) 094 22 07.10   (W)   HD_HELD1  
 DM5598* NAVD 88 ORTHO HEIGHT -   319.671  (meters)    1048.79  (feet) ADJUSTED  
 DM5598  ______________________________________________________________________
 DM5598  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DM5598  DYNAMIC HEIGHT  -        319.641 (meters)     1048.69  (feet) COMP
 DM5598  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 DM5598
 DM5598  VERT ORDER      -  SECOND    CLASS I
 DM5598
 DM5598.The horizontal coordinates were established by differentially corrected
 DM5598.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5598.
 DM5598.The orthometric height was determined by differential leveling and
 DM5598.adjusted in March 2011.
 DM5598
 DM5598.The dynamic height is computed by dividing the NAVD 88
 DM5598.geopotential number by the normal gravity value computed on the
 DM5598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5598.degrees latitude (g = 980.6199 gals.).
 DM5598
 DM5598.The modeled gravity was interpolated from observed gravity values.
 DM5598
 DM5598;                    North         East    Units  Estimated Accuracy
 DM5598;SPC MN S     -   310,652.0     770,882.8     MT  (+/- 3 meters HH1 GPS) 
 DM5598
 DM5598                          SUPERSEDED SURVEY CONTROL
 DM5598
 DM5598.No superseded survey control is available for this station.
 DM5598
 DM5598_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9193372225(NAD 83)
 DM5598
 DM5598_MARKER: DD = SURVEY DISK
 DM5598_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5598_SP_SET: BRIDGE RAILING
 DM5598_STAMPING: 4303 T 2009
 DM5598_MARK LOGO: MNDT  
 DM5598_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5598+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2009
 DM5598
 DM5598  HISTORY     - Date     Condition        Report By
 DM5598  HISTORY     - 20090629 MONUMENTED       MNDT
 DM5598  HISTORY     - 20090629 GOOD             MNDT
 DM5598
 DM5598                          STATION DESCRIPTION
 DM5598
 DM5598'DESCRIBED BY MN DEPT OF TRANSP 2009 (MAB)
 DM5598'THE MARK IS IN HUTCHINSON, IN RAIL IN SOUTHEAST CORNER OF TRUNK
 DM5598'HIGHWAY 15 BRIDGE NUMBER 43016 OVER CROW RIVER, 0.15 MI (0.2 KM) SOUTH
 DM5598'ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15, TRUNK
 DM5598'HIGHWAY 7 AND TRUNK HIGHWAY 22 IN HUTCHINSON AT TRUNK HIGHWAY 15 MILE
 DM5598'POINT 101.50.
 DM5598' 
 DM5598'IT IS 21.9 FT (6.7 M) EAST OF NORTHBOUND TRUNK HIGHWAY 15.
 DM5598' 
 DM5598'NOTE-DISK SET IN BRIDGE WHEN BUILT IN 2006 THEN STAMPED WHEN USED IN
 DM5598'2009.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1497 ***********************************************************************
 PQ1497  DESIGNATION -  4305 A
 PQ1497  PID         -  PQ1497
 PQ1497  STATE/COUNTY-  MN/MCLEOD
 PQ1497  COUNTRY     -  US
 PQ1497  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1497
 PQ1497                         *CURRENT SURVEY CONTROL
 PQ1497  ______________________________________________________________________
 PQ1497* NAD 83(2007) POSITION- 44 54 24.32432(N) 094 22 06.81582(W)   ADJUSTED  
 PQ1497* NAD 83(2007) ELLIP HT-   301.839 (meters)        (08/24/10)   ADJUSTED
 PQ1497* NAD 83(2007) EPOCH   -  2002.00
 PQ1497* NAVD 88 ORTHO HEIGHT -   329.129  (meters)    1079.82  (feet) ADJUSTED  
 PQ1497  ______________________________________________________________________
 PQ1497  NAD 83(2007) X  -   -344,687.442 (meters)                     COMP
 PQ1497  NAD 83(2007) Y  - -4,511,979.030 (meters)                     COMP
 PQ1497  NAD 83(2007) Z  -  4,480,228.351 (meters)                     COMP
 PQ1497  LAPLACE CORR    -         -3.46  (seconds)                    DEFLEC09
 PQ1497  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 PQ1497  DYNAMIC HEIGHT  -        329.099 (meters)     1079.72  (feet) COMP
 PQ1497  MODELED GRAVITY -    980,518.1   (mgal)                       NAVD 88
 PQ1497
 PQ1497  HORZ ORDER      -  FIRST
 PQ1497  VERT ORDER      -  SECOND    CLASS I
 PQ1497  ELLP ORDER      -  THIRD     CLASS I
 PQ1497
 PQ1497.The horizontal coordinates were established by GPS observations
 PQ1497.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1497
 PQ1497.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1497.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1497
 PQ1497.The horizontal coordinates are valid at the epoch date displayed above
 PQ1497.which is a decimal equivalence of Year/Month/Day.
 PQ1497
 PQ1497.The orthometric height was determined by differential leveling and
 PQ1497.adjusted in June 1995.
 PQ1497
 PQ1497.Photographs are available for this station.
 PQ1497
 PQ1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1497
 PQ1497.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1497
 PQ1497.The ellipsoidal height was determined by GPS observations
 PQ1497.and is referenced to NAD 83.
 PQ1497
 PQ1497.The dynamic height is computed by dividing the NAVD 88
 PQ1497.geopotential number by the normal gravity value computed on the
 PQ1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1497.degrees latitude (g = 980.6199 gals.).
 PQ1497
 PQ1497.The modeled gravity was interpolated from observed gravity values.
 PQ1497
 PQ1497. The following values were computed from the NAD 83(2007) position.
 PQ1497
 PQ1497;                    North         East     Units Scale Factor Converg.
 PQ1497;SPC MN S     -   311,930.672   770,894.761   MT  0.99994703   -0 15 30.0
 PQ1497;SPC MN S     - 1,023,392.55  2,529,177.23   sFT  0.99994703   -0 15 30.0
 PQ1497;UTM  15      - 4,973,503.320   391,961.688   MT  0.99974353   -0 57 58.4
 PQ1497
 PQ1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1497!SPC MN S     -   0.99995268  x   0.99994703  =   0.99989971
 PQ1497!UTM  15      -   0.99995268  x   0.99974353  =   0.99969622
 PQ1497
 PQ1497                          SUPERSEDED SURVEY CONTROL
 PQ1497
 PQ1497  NAD 83(1996)-  44 54 24.32378(N)    094 22 06.81537(W) AD(       ) 1
 PQ1497  ELLIP H (07/10/07)  301.870  (m)                       GP(       ) 3 2
 PQ1497  NAD 83(1996)-  44 54 24.32559(N)    094 22 06.81763(W) AD(       ) 2
 PQ1497  NAD 83(1986)-  44 54 24.32178(N)    094 22 06.81209(W) AD(       ) 2
 PQ1497  NAVD 88 (12/14/98)  329.13   (m)         1079.8    (f) LEVELING    3  
 PQ1497
 PQ1497.Superseded values are not recommended for survey control.
 PQ1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1497.See file dsdata.txt to determine how the superseded data were derived.
 PQ1497
 PQ1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9196173503(NAD 83)
 PQ1497
 PQ1497_MARKER: DV = VERTICAL CONTROL DISK
 PQ1497_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1497_SP_SET: ALUMINUM ALLOY ROD
 PQ1497_STAMPING: 4305 A 1986
 PQ1497_MARK LOGO: MNDT  
 PQ1497_PROJECTION: RECESSED 13 CENTIMETERS
 PQ1497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1497+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 PQ1497_ROD/PIPE-DEPTH: 10.1 meters
 PQ1497
 PQ1497  HISTORY     - Date     Condition        Report By
 PQ1497  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1497  HISTORY     - 20070327 GOOD             MNDT
 PQ1497
 PQ1497                          STATION DESCRIPTION
 PQ1497
 PQ1497'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1497'THE MARK IS LOCATED NEAR THE NORTH EDGE OF THE TOWN OF HUTCHINSON, IN
 PQ1497'THE NW 1/4 OF SECTION 31, T117N, R29W, IN THE SOUTHWEST QUADRANT OF
 PQ1497'THE INTERSECTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 76, 0.7 MI (1.1
 PQ1497'KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PQ1497'7 AT HUTCHINSON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1497'MONUMENT DISK STAMPED---4305 A 1986---, IS SET ON THE TOP OF A DRIVEN
 PQ1497'3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1497'SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF
 PQ1497'COUNTY ROAD 76.  THE MARK IS 82 FT (25.0 M) WEST OF THE CENTERLINE OF
 PQ1497'TRUNK HIGHWAY 15, 42.5 FT (13.0 M) SOUTH OF THE CENTERLINE OF COUNTY
 PQ1497'ROAD 76, 2.4 FT (0.7 M) NORTHWEST OF A POWER POLE, AND 1.0 FT (0.3 M)
 PQ1497'SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1497'MAGNETIC.
 PQ1497
 PQ1497                          STATION RECOVERY (2007)
 PQ1497
 PQ1497'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 PQ1497'AT NORTH EDGE OF HUTCHINSON, 0.7 MILES NORTH ON TRUNK HIGHWAY 15 FROM
 PQ1497'JUNCTION OF TRUNK HIGHWAY 15-TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 22, 82
 PQ1497'FEET WEST OF TRUNK HIGHWAY 15, 42.5 FEET SOUTH OF COUNTY ROAD 76
 PQ1497'(NORTH HIGH DRIVE NORTHWEST), 2.4 FEET NORTHWEST OF POWER POLE, 1.0
 PQ1497'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1501 ***********************************************************************
 PQ1501  DESIGNATION -  4305 B
 PQ1501  PID         -  PQ1501
 PQ1501  STATE/COUNTY-  MN/MCLEOD
 PQ1501  COUNTRY     -  US
 PQ1501  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1501
 PQ1501                         *CURRENT SURVEY CONTROL
 PQ1501  ______________________________________________________________________
 PQ1501* NAD 83(2007) POSITION- 44 55 12.16930(N) 094 22 03.35222(W)   ADJUSTED  
 PQ1501* NAD 83(2007) ELLIP HT-   303.446 (meters)        (07/16/10)   ADJUSTED
 PQ1501* NAD 83(2007) EPOCH   -  2002.00
 PQ1501* NAVD 88 ORTHO HEIGHT -   330.710  (meters)    1085.00  (feet) ADJUSTED  
 PQ1501  ______________________________________________________________________
 PQ1501  NAD 83(2007) X  -   -344,532.347 (meters)                     COMP
 PQ1501  NAD 83(2007) Y  - -4,510,946.150 (meters)                     COMP
 PQ1501  NAD 83(2007) Z  -  4,481,275.473 (meters)                     COMP
 PQ1501  LAPLACE CORR    -         -3.74  (seconds)                    DEFLEC09
 PQ1501  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 PQ1501  DYNAMIC HEIGHT  -        330.682 (meters)     1084.91  (feet) COMP
 PQ1501  MODELED GRAVITY -    980,520.8   (mgal)                       NAVD 88
 PQ1501
 PQ1501  HORZ ORDER      -  FIRST
 PQ1501  VERT ORDER      -  SECOND    CLASS I
 PQ1501  ELLP ORDER      -  THIRD     CLASS II
 PQ1501
 PQ1501.The horizontal coordinates were established by GPS observations
 PQ1501.and adjusted by the MN DEPT OF TRANSP in July 2010.
 PQ1501
 PQ1501.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1501.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1501
 PQ1501.The horizontal coordinates are valid at the epoch date displayed above
 PQ1501.which is a decimal equivalence of Year/Month/Day.
 PQ1501
 PQ1501.The orthometric height was determined by differential leveling and
 PQ1501.adjusted in June 1995.
 PQ1501
 PQ1501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1501
 PQ1501.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1501
 PQ1501.The ellipsoidal height was determined by GPS observations
 PQ1501.and is referenced to NAD 83.
 PQ1501
 PQ1501.The dynamic height is computed by dividing the NAVD 88
 PQ1501.geopotential number by the normal gravity value computed on the
 PQ1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1501.degrees latitude (g = 980.6199 gals.).
 PQ1501
 PQ1501.The modeled gravity was interpolated from observed gravity values.
 PQ1501
 PQ1501. The following values were computed from the NAD 83(2007) position.
 PQ1501
 PQ1501;                    North         East     Units Scale Factor Converg.
 PQ1501;SPC MN S     -   313,407.187   770,977.380   MT  0.99994869   -0 15 27.6
 PQ1501;SPC MN S     - 1,028,236.75  2,529,448.29   sFT  0.99994869   -0 15 27.6
 PQ1501;UTM  15      - 4,974,978.400   392,062.525   MT  0.99974326   -0 57 56.8
 PQ1501
 PQ1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1501!SPC MN S     -   0.99995243  x   0.99994869  =   0.99990112
 PQ1501!UTM  15      -   0.99995243  x   0.99974326  =   0.99969570
 PQ1501
 PQ1501:                Primary Azimuth Mark                     Grid Az
 PQ1501:SPC MN S     -  4305 H                                   002 06 26.1
 PQ1501:UTM  15      -  4305 H                                   002 48 55.3
 PQ1501
 PQ1501|---------------------------------------------------------------------|
 PQ1501| PID    Reference Object                     Distance      Geod. Az  |
 PQ1501|                                                           dddmmss.s |
 PQ1501| DL9757 4305 H                              APPROX. 1.0 KM 0015058.5 |
 PQ1501|---------------------------------------------------------------------|
 PQ1501
 PQ1501                          SUPERSEDED SURVEY CONTROL
 PQ1501
 PQ1501  NAVD 88 (07/16/10)  330.71   (m)         1085.0    (f) LEVELING    3  
 PQ1501
 PQ1501.Superseded values are not recommended for survey control.
 PQ1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1501.See file dsdata.txt to determine how the superseded data were derived.
 PQ1501
 PQ1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9206274978(NAD 83)
 PQ1501
 PQ1501_MARKER: DV = VERTICAL CONTROL DISK
 PQ1501_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1501_SP_SET: ALUMINUM ALLOY ROD
 PQ1501_STAMPING: 4305 B 1986
 PQ1501_MARK LOGO: MNDT  
 PQ1501_PROJECTION: FLUSH
 PQ1501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1501+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1501
 PQ1501  HISTORY     - Date     Condition        Report By
 PQ1501  HISTORY     - 19860601 MONUMENTED       MNDT
 PQ1501  HISTORY     - 20090930 GOOD             MNDT
 PQ1501
 PQ1501                          STATION DESCRIPTION
 PQ1501
 PQ1501'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1501'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) NORTH OF THE TOWN OF
 PQ1501'HUTCHINSON, IN THE NW 1/4 OF SECTION 30, T117N, R29W, 1.65 MI (2.66
 PQ1501'KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PQ1501'7 IN HUTCHINSON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1501'MONUMENT DISK STAMPED---4305 B 1986---, IS SET ON THE TOP OF A DRIVEN
 PQ1501'3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1501'SURFACE OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 15.  THE
 PQ1501'MARK IS 64.2 FT (19.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15
 PQ1501'AT MILEPOINT 103.35, 14.5 FT (4.4 M) NORTH OF THE CENTER OF THE SOUTH
 PQ1501'ENTRANCE TO A CEMETERY, 67.1 FT (20.5 M) NORTH-NORTHWEST OF A POWER
 PQ1501'POLE, AND 16.3 FT (5.0 M) EAST OF THE SOUTHEAST CORNER OF THE BASE OF
 PQ1501'A GRAVE MARKER NAMED WOLF.  A MAGNET IN THE DISK MAKE THE MARK
 PQ1501'MAGNETIC.
 PQ1501
 PQ1501                          STATION RECOVERY (2009)
 PQ1501
 PQ1501'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1501'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1501'THE MARK IS 1.75 MILES NORTH OF HUTCHINSON, 1.65 MILES NORTH ON TRUNK
 PQ1501'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY
 PQ1501'22/TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 15 MILEPOINT 103.35, 67.1 FEET
 PQ1501'NORTH-NORTHWEST OF POWER POLE, 64.2 FEET WEST OF TRUNK HIGHWAY 15,
 PQ1501'16.3 FEET EAST OF SOUTHEAST CORNER OF BASE OF WOLF GRAVESTONE, 14.5
 PQ1501'FEET NORTH OF SOUTH ENTRANCE TO CEMETERY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1503 ***********************************************************************
 PQ1503  DESIGNATION -  4305 C
 PQ1503  PID         -  PQ1503
 PQ1503  STATE/COUNTY-  MN/MCLEOD
 PQ1503  COUNTRY     -  US
 PQ1503  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1503
 PQ1503                         *CURRENT SURVEY CONTROL
 PQ1503  ______________________________________________________________________
 PQ1503* NAD 83(2007) POSITION- 44 56 07.44020(N) 094 22 06.44796(W)   ADJUSTED  
 PQ1503* NAD 83(2007) ELLIP HT-   311.017 (meters)        (07/16/10)   ADJUSTED
 PQ1503* NAD 83(2007) EPOCH   -  2002.00
 PQ1503* NAVD 88 ORTHO HEIGHT -   338.246  (meters)    1109.73  (feet) ADJUSTED  
 PQ1503  ______________________________________________________________________
 PQ1503  NAD 83(2007) X  -   -344,508.674 (meters)                     COMP
 PQ1503  NAD 83(2007) Y  - -4,509,744.832 (meters)                     COMP
 PQ1503  NAD 83(2007) Z  -  4,482,488.856 (meters)                     COMP
 PQ1503  LAPLACE CORR    -         -3.89  (seconds)                    DEFLEC09
 PQ1503  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 PQ1503  DYNAMIC HEIGHT  -        338.218 (meters)     1109.64  (feet) COMP
 PQ1503  MODELED GRAVITY -    980,524.2   (mgal)                       NAVD 88
 PQ1503
 PQ1503  HORZ ORDER      -  FIRST
 PQ1503  VERT ORDER      -  SECOND    CLASS I
 PQ1503  ELLP ORDER      -  THIRD     CLASS II
 PQ1503
 PQ1503.The horizontal coordinates were established by GPS observations
 PQ1503.and adjusted by the MN DEPT OF TRANSP in July 2010.
 PQ1503
 PQ1503.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1503.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1503
 PQ1503.The horizontal coordinates are valid at the epoch date displayed above
 PQ1503.which is a decimal equivalence of Year/Month/Day.
 PQ1503
 PQ1503.The orthometric height was determined by differential leveling and
 PQ1503.adjusted in June 1995.
 PQ1503
 PQ1503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1503
 PQ1503.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1503
 PQ1503.The ellipsoidal height was determined by GPS observations
 PQ1503.and is referenced to NAD 83.
 PQ1503
 PQ1503.The dynamic height is computed by dividing the NAVD 88
 PQ1503.geopotential number by the normal gravity value computed on the
 PQ1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1503.degrees latitude (g = 980.6199 gals.).
 PQ1503
 PQ1503.The modeled gravity was interpolated from observed gravity values.
 PQ1503
 PQ1503. The following values were computed from the NAD 83(2007) position.
 PQ1503
 PQ1503;                    North         East     Units Scale Factor Converg.
 PQ1503;SPC MN S     -   315,113.577   770,917.177   MT  0.99995069   -0 15 29.7
 PQ1503;SPC MN S     - 1,033,835.13  2,529,250.77   sFT  0.99995069   -0 15 29.7
 PQ1503;UTM  15      - 4,976,685.051   392,023.428   MT  0.99974336   -0 57 59.9
 PQ1503
 PQ1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1503!SPC MN S     -   0.99995124  x   0.99995069  =   0.99990193
 PQ1503!UTM  15      -   0.99995124  x   0.99974336  =   0.99969461
 PQ1503
 PQ1503:                Primary Azimuth Mark                     Grid Az
 PQ1503:SPC MN S     -  4305 J                                   001 48 01.3
 PQ1503:UTM  15      -  4305 J                                   002 30 31.5
 PQ1503
 PQ1503|---------------------------------------------------------------------|
 PQ1503| PID    Reference Object                     Distance      Geod. Az  |
 PQ1503|                                                           dddmmss.s |
 PQ1503| DL9758 4305 J                              APPROX. 1.6 KM 0013231.6 |
 PQ1503| PQ1507 4305 D                              APPROX. 0.8 KM 0140714.3 |
 PQ1503| DL9757 4305 H                              APPROX. 0.8 KM 1722645.7 |
 PQ1503| PQ1501 4305 B                              APPROX. 1.7 KM 1774316.1 |
 PQ1503|---------------------------------------------------------------------|
 PQ1503
 PQ1503                          SUPERSEDED SURVEY CONTROL
 PQ1503
 PQ1503  NAD 83(1996)-  44 56 07.44091(N)    094 22 06.44842(W) AD(       ) 2
 PQ1503  NAD 83(1986)-  44 56 07.43642(N)    094 22 06.44214(W) AD(       ) 2
 PQ1503  NAVD 88 (12/14/98)  338.25   (m)         1109.7    (f) LEVELING    3  
 PQ1503
 PQ1503.Superseded values are not recommended for survey control.
 PQ1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1503.See file dsdata.txt to determine how the superseded data were derived.
 PQ1503
 PQ1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9202376685(NAD 83)
 PQ1503
 PQ1503_MARKER: DV = VERTICAL CONTROL DISK
 PQ1503_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1503_SP_SET: ALUMINUM ALLOY ROD
 PQ1503_STAMPING: 4305 C 1986
 PQ1503_MARK LOGO: MNDT  
 PQ1503_PROJECTION: FLUSH
 PQ1503_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1503+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1503
 PQ1503  HISTORY     - Date     Condition        Report By
 PQ1503  HISTORY     - 19860601 MONUMENTED       MNDT
 PQ1503  HISTORY     - 20090930 GOOD             MNDT
 PQ1503
 PQ1503                          STATION DESCRIPTION
 PQ1503
 PQ1503'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1503'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE TOWN OF
 PQ1503'HUTCHINSON, IN THE NW 1/4 OF SECTION 19, T117N, R29W, IN THE
 PQ1503'SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND A
 PQ1503'GRAVEL ROAD TO THE WEST, 2.7 MI (4.3 KM) NORTH ALONG TRUNK HIGHWAY 15
 PQ1503'FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 AT HUTCHINSON.  THE MARK, A
 PQ1503'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4305
 PQ1503'C 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT
 PQ1503'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1503'ABOUT 3 FT (0.9 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS
 PQ1503'196 FT (59.7 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT
 PQ1503'MILEPOINT 104.35, 32.5 FT (9.9 M) SOUTH OF THE CENTER OF A GRAVEL
 PQ1503'ROAD, 129 FT (39.3 M) NORTHWEST OF A POWER POLE, 122 FT (37.2 M)
 PQ1503'SOUTHWEST OF A POWER POLE, 0.7 FT (0.2 M) SOUTH OF A STEEL
 PQ1503'RIGHT-OF-WAY POST, AND 1.7 FT (0.5 M) WEST OF A STEEL WITNESS POST.
 PQ1503'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1503
 PQ1503                          STATION RECOVERY (2009)
 PQ1503
 PQ1503'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1503'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1503'THE MARK IS 2.5 MILES NORTH OF HUTCHINSON, 2.7 MILES NORTH ON TRUNK
 PQ1503'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 7/TRUNK
 PQ1503'HIGHWAY 22, AT TRUNK HIGHWAY 15 MILEPOINT 104.35, 196 FEET WEST OF
 PQ1503'TRUNK HIGHWAY 15 ON 220TH STREET, 129 FEET NORTHWEST OF POWER POLE,
 PQ1503'122 FEET SOUTHWEST OF POWER POLE, 32.5 FEET SOUTH OF 220TH STREET, 1.7
 PQ1503'FEET WEST OF WITNESS POST, 0.7 FOOT SOUTH OF RIGHT-OF-WAY POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1507 ***********************************************************************
 PQ1507  DESIGNATION -  4305 D
 PQ1507  PID         -  PQ1507
 PQ1507  STATE/COUNTY-  MN/MCLEOD
 PQ1507  COUNTRY     -  US
 PQ1507  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1507
 PQ1507                         *CURRENT SURVEY CONTROL
 PQ1507  ______________________________________________________________________
 PQ1507* NAD 83(2007) POSITION- 44 56 33.36067(N) 094 21 57.26649(W)   ADJUSTED  
 PQ1507* NAD 83(2007) ELLIP HT-   305.203 (meters)        (07/16/10)   ADJUSTED
 PQ1507* NAD 83(2007) EPOCH   -  2002.00
 PQ1507* NAVD 88 ORTHO HEIGHT -   332.421  (meters)    1090.62  (feet) ADJUSTED  
 PQ1507  ______________________________________________________________________
 PQ1507  NAD 83(2007) X  -   -344,264.590 (meters)                     COMP
 PQ1507  NAD 83(2007) Y  - -4,509,192.479 (meters)                     COMP
 PQ1507  NAD 83(2007) Z  -  4,483,051.174 (meters)                     COMP
 PQ1507  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC09
 PQ1507  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 PQ1507  DYNAMIC HEIGHT  -        332.393 (meters)     1090.53  (feet) COMP
 PQ1507  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 PQ1507
 PQ1507  HORZ ORDER      -  FIRST
 PQ1507  VERT ORDER      -  SECOND    CLASS I
 PQ1507  ELLP ORDER      -  THIRD     CLASS II
 PQ1507
 PQ1507.The horizontal coordinates were established by GPS observations
 PQ1507.and adjusted by the MN DEPT OF TRANSP in July 2010.
 PQ1507
 PQ1507.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1507.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1507
 PQ1507.The horizontal coordinates are valid at the epoch date displayed above
 PQ1507.which is a decimal equivalence of Year/Month/Day.
 PQ1507
 PQ1507.The orthometric height was determined by differential leveling and
 PQ1507.adjusted in June 1995.
 PQ1507
 PQ1507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1507
 PQ1507.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1507
 PQ1507.The ellipsoidal height was determined by GPS observations
 PQ1507.and is referenced to NAD 83.
 PQ1507
 PQ1507.The dynamic height is computed by dividing the NAVD 88
 PQ1507.geopotential number by the normal gravity value computed on the
 PQ1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1507.degrees latitude (g = 980.6199 gals.).
 PQ1507
 PQ1507.The modeled gravity was interpolated from observed gravity values.
 PQ1507
 PQ1507. The following values were computed from the NAD 83(2007) position.
 PQ1507
 PQ1507;                    North         East     Units Scale Factor Converg.
 PQ1507;SPC MN S     -   315,912.780   771,122.064   MT  0.99995165   -0 15 23.3
 PQ1507;SPC MN S     - 1,036,457.18  2,529,922.97   sFT  0.99995165   -0 15 23.3
 PQ1507;UTM  15      - 4,977,481.495   392,238.137   MT  0.99974279   -0 57 53.9
 PQ1507
 PQ1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1507!SPC MN S     -   0.99995215  x   0.99995165  =   0.99990380
 PQ1507!UTM  15      -   0.99995215  x   0.99974279  =   0.99969495
 PQ1507
 PQ1507:                Primary Azimuth Mark                     Grid Az
 PQ1507:SPC MN S     -  4305 J                                   349 23 59.7
 PQ1507:UTM  15      -  4305 J                                   350 06 30.3
 PQ1507
 PQ1507|---------------------------------------------------------------------|
 PQ1507| PID    Reference Object                     Distance      Geod. Az  |
 PQ1507|                                                           dddmmss.s |
 PQ1507| DL9758 4305 J                              APPROX. 0.8 KM 3490836.4 |
 PQ1507|---------------------------------------------------------------------|
 PQ1507
 PQ1507                          SUPERSEDED SURVEY CONTROL
 PQ1507
 PQ1507  NAD 83(1996)-  44 56 33.36238(N)    094 21 57.26562(W) AD(       ) 2
 PQ1507  NAD 83(1986)-  44 56 33.35714(N)    094 21 57.25914(W) AD(       ) 2
 PQ1507  NAVD 88 (12/14/98)  332.42   (m)         1090.6    (f) LEVELING    3  
 PQ1507
 PQ1507.Superseded values are not recommended for survey control.
 PQ1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1507.See file dsdata.txt to determine how the superseded data were derived.
 PQ1507
 PQ1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9223877481(NAD 83)
 PQ1507
 PQ1507_MARKER: DV = VERTICAL CONTROL DISK
 PQ1507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1507_SP_SET: ALUMINUM ALLOY ROD
 PQ1507_STAMPING: 4305 D 1986
 PQ1507_MARK LOGO: MNDT  
 PQ1507_PROJECTION: FLUSH
 PQ1507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1507+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1507
 PQ1507  HISTORY     - Date     Condition        Report By
 PQ1507  HISTORY     - 19860601 MONUMENTED       MNDT
 PQ1507  HISTORY     - 20090930 GOOD             MNDT
 PQ1507
 PQ1507                          STATION DESCRIPTION
 PQ1507
 PQ1507'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1507'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF THE TOWN OF
 PQ1507'HUTCHINSON, IN THE SE 1/4 OF SECTION 18, T117N, R29W, ON THE SOUTH
 PQ1507'RIGHT-OF-WAY OF AN EAST-WEST GRAVEL ROAD, 3.2 MI (5.1 KM) NORTH ALONG
 PQ1507'TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 AT
 PQ1507'HUTCHINSON, THENCE ABOUT 500 FT (152.4 M) EAST ON A GRAVEL ROAD.  THE
 PQ1507'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1507'STAMPED---4305 D 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1507'DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1507'OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE GRAVEL
 PQ1507'ROAD.  THE MARK IS 32.5 FT (9.9 M) SOUTH OF THE CENTER OF THE ROAD,
 PQ1507'2.8 FT (0.9 M) NORTHWEST OF A POWER POLE, AND 1.6 FT (0.5 M) NORTH OF
 PQ1507'A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1507
 PQ1507                          STATION RECOVERY (2009)
 PQ1507
 PQ1507'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1507'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1507'THE MARK IS 3.0 MILES NORTH OF HUTCHINSON, 3.2 MILES NORTH ON TRUNK
 PQ1507'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY
 PQ1507'22/TRUNK HIGHWAY 7, 500 FEET EAST OF TRUNK HIGHWAY 15 ON 225TH STREET,
 PQ1507'32.5 FEET SOUTH OF 225TH STREET, 2.8 FEET NORTHWEST OF POWER POLE, 1.6
 PQ1507'FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1508 ***********************************************************************
 PQ1508  DESIGNATION -  4305 E
 PQ1508  PID         -  PQ1508
 PQ1508  STATE/COUNTY-  MN/MCLEOD
 PQ1508  COUNTRY     -  US
 PQ1508  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1508
 PQ1508                         *CURRENT SURVEY CONTROL
 PQ1508  ______________________________________________________________________
 PQ1508* NAD 83(1996) POSITION- 44 57 12.51716(N) 094 22 06.81113(W)   ADJUSTED  
 PQ1508* NAVD 88 ORTHO HEIGHT -   336.519  (meters)    1104.06  (feet) ADJUSTED  
 PQ1508  ______________________________________________________________________
 PQ1508  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC09
 PQ1508  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 PQ1508  DYNAMIC HEIGHT  -        336.492 (meters)     1103.97  (feet) COMP
 PQ1508  MODELED GRAVITY -    980,527.9   (mgal)                       NAVD 88
 PQ1508
 PQ1508  HORZ ORDER      -  SECOND
 PQ1508  VERT ORDER      -  SECOND    CLASS I
 PQ1508
 PQ1508.The horizontal coordinates were established by classical geodetic methods
 PQ1508.and adjusted by the National Geodetic Survey in March 1999.
 PQ1508.
 PQ1508.The orthometric height was determined by differential leveling and
 PQ1508.adjusted in June 1995.
 PQ1508
 PQ1508.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1508
 PQ1508.The dynamic height is computed by dividing the NAVD 88
 PQ1508.geopotential number by the normal gravity value computed on the
 PQ1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1508.degrees latitude (g = 980.6199 gals.).
 PQ1508
 PQ1508.The modeled gravity was interpolated from observed gravity values.
 PQ1508
 PQ1508. The following values were computed from the NAD 83(1996) position.
 PQ1508
 PQ1508;                    North         East     Units Scale Factor Converg.
 PQ1508;SPC MN S     -   317,122.398   770,918.272   MT  0.99995313   -0 15 30.0
 PQ1508;SPC MN S     - 1,040,425.73  2,529,254.36   sFT  0.99995313   -0 15 30.0
 PQ1508;UTM  15      - 4,978,693.286   392,049.359   MT  0.99974329   -0 58 01.3
 PQ1508
 PQ1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1508!SPC MN S     -   0.99995150  x   0.99995313  =   0.99990464
 PQ1508!UTM  15      -   0.99995150  x   0.99974329  =   0.99969481
 PQ1508
 PQ1508                          SUPERSEDED SURVEY CONTROL
 PQ1508
 PQ1508  NAD 83(1986)-  44 57 12.51189(N)    094 22 06.80471(W) AD(       ) 2
 PQ1508  NAVD 88 (12/14/98)  336.52   (m)         1104.1    (f) LEVELING    3  
 PQ1508
 PQ1508.Superseded values are not recommended for survey control.
 PQ1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1508.See file dsdata.txt to determine how the superseded data were derived.
 PQ1508
 PQ1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9204978693(NAD 83)
 PQ1508
 PQ1508_MARKER: DV = VERTICAL CONTROL DISK
 PQ1508_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1508_SP_SET: ALUMINUM ALLOY ROD
 PQ1508_STAMPING: 4305 E 1986
 PQ1508_MARK LOGO: MNDT  
 PQ1508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1508
 PQ1508  HISTORY     - Date     Condition        Report By
 PQ1508  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1508
 PQ1508                          STATION DESCRIPTION
 PQ1508
 PQ1508'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1508'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF THE TOWN OF
 PQ1508'HUTCHINSON, IN THE SW 1/4 OF SECTION 7, T117N, R29W, ON THE WEST
 PQ1508'RIGHT-OF-WAY OF TRUNK HIGHWAY 15 AT MILEPOINT 105.65, 4.0 MI (6.4 KM)
 PQ1508'NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 7
 PQ1508'AT HUTCHINSON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1508'MONUMENT DISK STAMPED---4305 E 1986---, IS SET ON THE TOP OF A DRIVEN
 PQ1508'3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1508'SURFACE OF THE GROUND AND ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE
 PQ1508'HIGHWAY.  THE MARK IS 73.5 FT (22.4 M) WEST OF THE CENTERLINE OF
 PQ1508'TRUNK HIGHWAY 15, 88 FT (26.8 M) NORTH OF THE CENTER OF A FIELD
 PQ1508'ENTRANCE, 3.5 FT (1.1 M) WEST-SOUTHWEST OF A POWER POLE, AND 1.6 FT
 PQ1508'(0.5 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1508'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1510 ***********************************************************************
 PQ1510  DESIGNATION -  4305 F
 PQ1510  PID         -  PQ1510
 PQ1510  STATE/COUNTY-  MN/MCLEOD
 PQ1510  COUNTRY     -  US
 PQ1510  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1510
 PQ1510                         *CURRENT SURVEY CONTROL
 PQ1510  ______________________________________________________________________
 PQ1510* NAD 83(2007) POSITION- 44 58 30.89209(N) 094 22 11.04134(W)   ADJUSTED  
 PQ1510* NAD 83(2007) ELLIP HT-   307.761 (meters)        (02/10/07)   ADJUSTED
 PQ1510* NAD 83(2007) EPOCH   -  2002.00
 PQ1510* NAVD 88 ORTHO HEIGHT -   334.895  (meters)    1098.73  (feet) ADJUSTED  
 PQ1510  ______________________________________________________________________
 PQ1510  NAD 83(2007) X  -   -344,370.521 (meters)                     COMP
 PQ1510  NAD 83(2007) Y  - -4,506,614.955 (meters)                     COMP
 PQ1510  NAD 83(2007) Z  -  4,485,620.441 (meters)                     COMP
 PQ1510  LAPLACE CORR    -         -4.11  (seconds)                    DEFLEC09
 PQ1510  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PQ1510  DYNAMIC HEIGHT  -        334.870 (meters)     1098.65  (feet) COMP
 PQ1510  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 PQ1510
 PQ1510  VERT ORDER      -  SECOND    CLASS I
 PQ1510
 PQ1510  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1510  Type                                         Horiz  Ellip  Dist(km)
 PQ1510  -------------------------------------------------------------------
 PQ1510  NETWORK                                       1.01   0.74
 PQ1510  -------------------------------------------------------------------
 PQ1510  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.03   0.71      9.27
 PQ1510  -------------------------------------------------------------------
 PQ1510  NOTE: Click here for information on individual local accuracy
 PQ1510  values and other accuracy information.
 PQ1510
 PQ1510
 PQ1510.The horizontal coordinates were established by GPS observations
 PQ1510.and adjusted by the National Geodetic Survey in February 2007.
 PQ1510
 PQ1510.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1510.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1510
 PQ1510.The horizontal coordinates are valid at the epoch date displayed above
 PQ1510.which is a decimal equivalence of Year/Month/Day.
 PQ1510
 PQ1510.The orthometric height was determined by differential leveling and
 PQ1510.adjusted in June 1995.
 PQ1510
 PQ1510.Photographs are available for this station.
 PQ1510
 PQ1510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1510
 PQ1510.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1510
 PQ1510.The ellipsoidal height was determined by GPS observations
 PQ1510.and is referenced to NAD 83.
 PQ1510
 PQ1510.The dynamic height is computed by dividing the NAVD 88
 PQ1510.geopotential number by the normal gravity value computed on the
 PQ1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1510.degrees latitude (g = 980.6199 gals.).
 PQ1510
 PQ1510.The modeled gravity was interpolated from observed gravity values.
 PQ1510
 PQ1510. The following values were computed from the NAD 83(2007) position.
 PQ1510
 PQ1510;                    North         East     Units Scale Factor Converg.
 PQ1510;SPC MN S     -   319,542.096   770,836.495   MT  0.99995620   -0 15 33.0
 PQ1510;SPC MN S     - 1,048,364.36  2,528,986.07   sFT  0.99995620   -0 15 33.0
 PQ1510;UTM  15      - 4,981,113.300   391,997.536   MT  0.99974343   -0 58 05.6
 PQ1510
 PQ1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1510!SPC MN S     -   0.99995175  x   0.99995620  =   0.99990795
 PQ1510!UTM  15      -   0.99995175  x   0.99974343  =   0.99969519
 PQ1510
 PQ1510                          SUPERSEDED SURVEY CONTROL
 PQ1510
 PQ1510  NAD 83(1996)-  44 58 30.89158(N)    094 22 11.04102(W) AD(       ) 1
 PQ1510  ELLIP H (08/23/04)  307.788  (m)                       GP(       ) 3 2
 PQ1510  NAVD 88 (08/23/04)  334.90   (m)         1098.8    (f) LEVELING    3  
 PQ1510
 PQ1510.Superseded values are not recommended for survey control.
 PQ1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1510.See file dsdata.txt to determine how the superseded data were derived.
 PQ1510
 PQ1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9199781113(NAD 83)
 PQ1510
 PQ1510_MARKER: DV = VERTICAL CONTROL DISK
 PQ1510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1510_SP_SET: ALUMINUM ALLOY ROD
 PQ1510_STAMPING: 4305 F 1986
 PQ1510_MARK LOGO: MNDT  
 PQ1510_PROJECTION: FLUSH
 PQ1510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1510+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1510_ROD/PIPE-DEPTH:  9.1 meters
 PQ1510
 PQ1510  HISTORY     - Date     Condition        Report By
 PQ1510  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1510  HISTORY     - 20030819 GOOD             MNDT
 PQ1510  HISTORY     - 20060719 GOOD             MNDT
 PQ1510  HISTORY     - 20090930 GOOD             MNDT
 PQ1510
 PQ1510                          STATION DESCRIPTION
 PQ1510
 PQ1510'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1510'THE MARK IS LOCATED ABOUT 6.75 MI (10.86 KM) NORTH OF THE TOWN OF
 PQ1510'HUTCHINSON, IN THE NW 1/4 OF SECTION 6, T117N, R29W, IN THE NORTHWEST
 PQ1510'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND A GRAVEL ROAD,
 PQ1510'5.5 MI (8.9 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH
 PQ1510'TRUNK HIGHWAY 7 IN HUTCHINSON.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1510'VERTICAL CONTROL MONUMENT DISK STAMPED---4305 F 1986---, IS SET ON
 PQ1510'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ROD
 PQ1510'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 PQ1510'GRAVEL ROAD.  THE MARK IS 250 FT (76.2 M) WEST OF THE CENTERLINE OF
 PQ1510'TRUNK HIGHWAY 15 AT MILEPOINT 107.1, 32.0 FT (9.8 M) NORTH OF THE
 PQ1510'CENTER OF A GRAVEL ROAD, 8.8 FT (2.7 M) WEST OF A FIELD ENTRANCE, 3.7
 PQ1510'FT (1.1 M) EAST-SOUTHEAST OF A POWER POLE, AND 0.8 FT (0.2 M) SOUTH
 PQ1510'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1510'MAGNETIC.
 PQ1510
 PQ1510                          STATION RECOVERY (2003)
 PQ1510
 PQ1510'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 PQ1510'THE MARK IS LOCATED 6.75 MILES NORTH OF HUTCHINSON,  5.5 MILES NORTH
 PQ1510'ALONG TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15-TH 22 AND
 PQ1510'TRUNK HIGHWAY 7, AT TRUNK HIGHWAY 15 MILEPOINT 107.1, IN THE NORTHWEST
 PQ1510'QUADRANT OF THE JUNCTION OF TRUNK HIGHWAY 15 AND A GRAVEL ROAD, 250
 PQ1510'FEET WEST OF TRUNK HIGHWAY 15, 32.0 FEET NORTH OF GRAVEL ROAD, 8.8
 PQ1510'FEET WEST OF ENTRANCE, 3.7 FEET EAST-SOUTHEAST OF POWER POLE, 0.8 FEET
 PQ1510'SOUTH OF WITNESS POST
 PQ1510
 PQ1510                          STATION RECOVERY (2006)
 PQ1510
 PQ1510'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1510'6.75 MILES NORTH OF HUTCHINSON, 5.5 MILES NORTH ALONG TRUNK HIGHWAY 15
 PQ1510'FROM JUNCTION OF TRUNK HIGHWAY 15-TRUNK HIGHWAY 22 AND TRUNK HIGHWAY
 PQ1510'7, AT TRUNK HIGHWAY 15 MILEPOINT 107.1, IN THE NORTHWEST QUADRANT OF
 PQ1510'THE JUNCTION OF TRUNK HIGHWAY 15 AND A GRAVEL ROAD, 250 FEET WEST OF
 PQ1510'TRUNK HIGHWAY 15, 32.0 FEET NORTH OF GRAVEL ROAD, 8.8 FEET WEST OF
 PQ1510'ENTRANCE, 3.7 FEET EAST-SOUTHEAST OF POWER POLE, 0.8 FEET SOUTH OF
 PQ1510'WITNESS POST
 PQ1510
 PQ1510                          STATION RECOVERY (2009)
 PQ1510
 PQ1510'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 PQ1510'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9756 ***********************************************************************
 DL9756  DESIGNATION -  4305 G
 DL9756  PID         -  DL9756
 DL9756  STATE/COUNTY-  MN/MCLEOD
 DL9756  COUNTRY     -  US
 DL9756  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9756
 DL9756                         *CURRENT SURVEY CONTROL
 DL9756  ______________________________________________________________________
 DL9756* NAD 83(2007) POSITION- 44 53 48.38900(N) 094 22 08.08236(W)   ADJUSTED  
 DL9756* NAD 83(2007) ELLIP HT-   292.379 (meters)        (07/16/10)   ADJUSTED
 DL9756* NAD 83(2007) EPOCH   -  2002.00
 DL9756* NAVD 88 ORTHO HEIGHT -   319.704  (meters)    1048.90  (feet) ADJUSTED  
 DL9756  ______________________________________________________________________
 DL9756  NAD 83(2007) X  -   -344,774.291 (meters)                     COMP
 DL9756  NAD 83(2007) Y  - -4,512,751.042 (meters)                     COMP
 DL9756  NAD 83(2007) Z  -  4,479,435.898 (meters)                     COMP
 DL9756  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC09
 DL9756  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DL9756  DYNAMIC HEIGHT  -        319.674 (meters)     1048.80  (feet) COMP
 DL9756  MODELED GRAVITY -    980,515.9   (mgal)                       NAVD 88
 DL9756
 DL9756  HORZ ORDER      -  FIRST
 DL9756  VERT ORDER      -  SECOND    CLASS I
 DL9756  ELLP ORDER      -  THIRD     CLASS II
 DL9756
 DL9756.The horizontal coordinates were established by GPS observations
 DL9756.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9756
 DL9756.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9756.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9756
 DL9756.The horizontal coordinates are valid at the epoch date displayed above
 DL9756.which is a decimal equivalence of Year/Month/Day.
 DL9756
 DL9756.The orthometric height was determined by differential leveling and
 DL9756.adjusted in March 2011.
 DL9756
 DL9756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9756
 DL9756.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9756
 DL9756.The ellipsoidal height was determined by GPS observations
 DL9756.and is referenced to NAD 83.
 DL9756
 DL9756.The dynamic height is computed by dividing the NAVD 88
 DL9756.geopotential number by the normal gravity value computed on the
 DL9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9756.degrees latitude (g = 980.6199 gals.).
 DL9756
 DL9756.The modeled gravity was interpolated from observed gravity values.
 DL9756
 DL9756. The following values were computed from the NAD 83(2007) position.
 DL9756
 DL9756;                    North         East     Units Scale Factor Converg.
 DL9756;SPC MN S     -   310,821.566   770,861.972   MT  0.99994581   -0 15 30.9
 DL9756;SPC MN S     - 1,019,753.75  2,529,069.65   sFT  0.99994581   -0 15 30.9
 DL9756;UTM  15      - 4,972,394.929   391,915.210   MT  0.99974365   -0 57 58.7
 DL9756
 DL9756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9756!SPC MN S     -   0.99995416  x   0.99994581  =   0.99989997
 DL9756!UTM  15      -   0.99995416  x   0.99974365  =   0.99969782
 DL9756
 DL9756                          SUPERSEDED SURVEY CONTROL
 DL9756
 DL9756  NAVD 88 (07/16/10)  319.70   (m)         1048.9    (f) LEVELING    3  
 DL9756
 DL9756.Superseded values are not recommended for survey control.
 DL9756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9756.See file dsdata.txt to determine how the superseded data were derived.
 DL9756
 DL9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9191572394(NAD 83)
 DL9756
 DL9756_MARKER: I = METAL ROD
 DL9756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9756_STAMPING: 4305 G 2009
 DL9756_MARK LOGO: MNDT  
 DL9756_PROJECTION: RECESSED 5 CENTIMETERS
 DL9756_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9756+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2009
 DL9756_ROD/PIPE-DEPTH:  4.6 meters
 DL9756
 DL9756  HISTORY     - Date     Condition        Report By
 DL9756  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9756
 DL9756                          STATION DESCRIPTION
 DL9756
 DL9756'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9756'THE MARK IS IN HUTCHINSON, AT JUNCTION OF TRUNK HIGHWAY 15/TRUNK
 DL9756'HIGHWAY 7 AND TRUNK HIGHWAY 22 IN HUTCHINSON, AT TRUNK HIGHWAY 15
 DL9756'MILEPOINT 101.70, 83.3 FEET EAST OF TRUNK HIGHWAY 15, 75.5 FEET NORTH
 DL9756'OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 22, 31.9 FEET EAST SOUTHEAST OF
 DL9756'STREET SIGNAL, 8.1 FEET NORTHWEST OF FIRE HYDRANT, 2.5 FEET SOUTH OF
 DL9756'R/W POST, 2.5 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9757 ***********************************************************************
 DL9757  DESIGNATION -  4305 H
 DL9757  PID         -  DL9757
 DL9757  STATE/COUNTY-  MN/MCLEOD
 DL9757  COUNTRY     -  US
 DL9757  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9757
 DL9757                         *CURRENT SURVEY CONTROL
 DL9757  ______________________________________________________________________
 DL9757* NAD 83(2007) POSITION- 44 55 43.28069(N) 094 22 01.93795(W)   ADJUSTED  
 DL9757* NAD 83(2007) ELLIP HT-   306.281 (meters)        (07/16/10)   ADJUSTED
 DL9757* NAD 83(2007) EPOCH   -  2002.00
 DL9757* NAVD 88 ORTHO HEIGHT -   333.528  (meters)    1094.25  (feet) ADJUSTED  
 DL9757  ______________________________________________________________________
 DL9757  NAD 83(2007) X  -   -344,449.924 (meters)                     COMP
 DL9757  NAD 83(2007) Y  - -4,510,274.246 (meters)                     COMP
 DL9757  NAD 83(2007) Z  -  4,481,957.505 (meters)                     COMP
 DL9757  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC09
 DL9757  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DL9757  DYNAMIC HEIGHT  -        333.500 (meters)     1094.16  (feet) COMP
 DL9757  MODELED GRAVITY -    980,522.6   (mgal)                       NAVD 88
 DL9757
 DL9757  HORZ ORDER      -  FIRST
 DL9757  VERT ORDER      -  SECOND    CLASS I
 DL9757  ELLP ORDER      -  THIRD     CLASS II
 DL9757
 DL9757.The horizontal coordinates were established by GPS observations
 DL9757.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9757
 DL9757.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9757.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9757
 DL9757.The horizontal coordinates are valid at the epoch date displayed above
 DL9757.which is a decimal equivalence of Year/Month/Day.
 DL9757
 DL9757.The orthometric height was determined by differential leveling and
 DL9757.adjusted in March 2011.
 DL9757
 DL9757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9757
 DL9757.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9757
 DL9757.The ellipsoidal height was determined by GPS observations
 DL9757.and is referenced to NAD 83.
 DL9757
 DL9757.The dynamic height is computed by dividing the NAVD 88
 DL9757.geopotential number by the normal gravity value computed on the
 DL9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9757.degrees latitude (g = 980.6199 gals.).
 DL9757
 DL9757.The modeled gravity was interpolated from observed gravity values.
 DL9757
 DL9757. The following values were computed from the NAD 83(2007) position.
 DL9757
 DL9757;                    North         East     Units Scale Factor Converg.
 DL9757;SPC MN S     -   314,367.383   771,012.710   MT  0.99994981   -0 15 26.6
 DL9757;SPC MN S     - 1,031,386.99  2,529,564.20   sFT  0.99994981   -0 15 26.6
 DL9757;UTM  15      - 4,975,937.888   392,109.711   MT  0.99974313   -0 57 56.3
 DL9757
 DL9757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9757!SPC MN S     -   0.99995198  x   0.99994981  =   0.99990179
 DL9757!UTM  15      -   0.99995198  x   0.99974313  =   0.99969512
 DL9757
 DL9757:                Primary Azimuth Mark                     Grid Az
 DL9757:SPC MN S     -  4305 D                                   004 02 51.3
 DL9757:UTM  15      -  4305 D                                   004 45 21.0
 DL9757
 DL9757|---------------------------------------------------------------------|
 DL9757| PID    Reference Object                     Distance      Geod. Az  |
 DL9757|                                                           dddmmss.s |
 DL9757| PQ1507 4305 D                              APPROX. 1.5 KM 0034724.7 |
 DL9757| PQ1501 4305 B                              APPROX. 1.0 KM 1815059.5 |
 DL9757|---------------------------------------------------------------------|
 DL9757
 DL9757                          SUPERSEDED SURVEY CONTROL
 DL9757
 DL9757  NAVD 88 (07/16/10)  333.53   (m)         1094.3    (f) LEVELING    3  
 DL9757
 DL9757.Superseded values are not recommended for survey control.
 DL9757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9757.See file dsdata.txt to determine how the superseded data were derived.
 DL9757
 DL9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9210975937(NAD 83)
 DL9757
 DL9757_MARKER: I = METAL ROD
 DL9757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9757_STAMPING: 4305 H 2009
 DL9757_MARK LOGO: MNDT  
 DL9757_PROJECTION: RECESSED 3 CENTIMETERS
 DL9757_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9757+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9757_ROD/PIPE-DEPTH: 11.9 meters
 DL9757
 DL9757  HISTORY     - Date     Condition        Report By
 DL9757  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9757  HISTORY     - 20090930 GOOD             MNDT
 DL9757
 DL9757                          STATION DESCRIPTION
 DL9757
 DL9757'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9757'THE MARK IS 2.2 MILES NORTH OF HUTCHINSON, 2.2 MILES NORTH ALONG TRUNK
 DL9757'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 7 AND TRUNK
 DL9757'HIGHWAY 22 IN HUTCHINSON, AT TRUNK HIGHWAY 15 MILEPOINT 103.90, 85.6
 DL9757'FEET EAST OF TRUNK HIGHWAY 15, 79.3 FEET NORTH OF 215TH STREET, 41.4
 DL9757'FEET NORTH-NORTHEAST OF POWER POLE, 1.4 FEET WEST OF WITNESS POST.
 DL9757
 DL9757                          STATION RECOVERY (2009)
 DL9757
 DL9757'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9757'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9758 ***********************************************************************
 DL9758  DESIGNATION -  4305 J
 DL9758  PID         -  DL9758
 DL9758  STATE/COUNTY-  MN/MCLEOD
 DL9758  COUNTRY     -  US
 DL9758  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9758
 DL9758                         *CURRENT SURVEY CONTROL
 DL9758  ______________________________________________________________________
 DL9758* NAD 83(2007) POSITION- 44 56 59.98129(N) 094 22 04.45605(W)   ADJUSTED  
 DL9758* NAD 83(2007) ELLIP HT-   304.623 (meters)        (07/16/10)   ADJUSTED
 DL9758* NAD 83(2007) EPOCH   -  2002.00
 DL9758* NAVD 88 ORTHO HEIGHT -   331.829  (meters)    1088.68  (feet) ADJUSTED  
 DL9758  ______________________________________________________________________
 DL9758  NAD 83(2007) X  -   -344,377.515 (meters)                     COMP
 DL9758  NAD 83(2007) Y  - -4,508,601.192 (meters)                     COMP
 DL9758  NAD 83(2007) Z  -  4,483,632.415 (meters)                     COMP
 DL9758  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 DL9758  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 DL9758  DYNAMIC HEIGHT  -        331.802 (meters)     1088.59  (feet) COMP
 DL9758  MODELED GRAVITY -    980,527.0   (mgal)                       NAVD 88
 DL9758
 DL9758  HORZ ORDER      -  FIRST
 DL9758  VERT ORDER      -  SECOND    CLASS I
 DL9758  ELLP ORDER      -  THIRD     CLASS II
 DL9758
 DL9758.The horizontal coordinates were established by GPS observations
 DL9758.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9758
 DL9758.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9758.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9758
 DL9758.The horizontal coordinates are valid at the epoch date displayed above
 DL9758.which is a decimal equivalence of Year/Month/Day.
 DL9758
 DL9758.The orthometric height was determined by differential leveling and
 DL9758.adjusted in March 2011.
 DL9758
 DL9758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9758
 DL9758.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9758
 DL9758.The ellipsoidal height was determined by GPS observations
 DL9758.and is referenced to NAD 83.
 DL9758
 DL9758.The dynamic height is computed by dividing the NAVD 88
 DL9758.geopotential number by the normal gravity value computed on the
 DL9758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9758.degrees latitude (g = 980.6199 gals.).
 DL9758
 DL9758.The modeled gravity was interpolated from observed gravity values.
 DL9758
 DL9758. The following values were computed from the NAD 83(2007) position.
 DL9758
 DL9758;                    North         East     Units Scale Factor Converg.
 DL9758;SPC MN S     -   316,735.209   770,968.150   MT  0.99995265   -0 15 28.3
 DL9758;SPC MN S     - 1,039,155.43  2,529,418.01   sFT  0.99995265   -0 15 28.3
 DL9758;UTM  15      - 4,978,305.592   392,094.434   MT  0.99974317   -0 57 59.4
 DL9758
 DL9758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9758!SPC MN S     -   0.99995224  x   0.99995265  =   0.99990489
 DL9758!UTM  15      -   0.99995224  x   0.99974317  =   0.99969542
 DL9758
 DL9758:                Primary Azimuth Mark                     Grid Az
 DL9758:SPC MN S     -  4305 K                                   000 31 40.4
 DL9758:UTM  15      -  4305 K                                   001 14 11.5
 DL9758
 DL9758|---------------------------------------------------------------------|
 DL9758| PID    Reference Object                     Distance      Geod. Az  |
 DL9758|                                                           dddmmss.s |
 DL9758| DL9759 4305 K                              APPROX. 0.9 KM 0001612.1 |
 DL9758| PQ1507 4305 D                              APPROX. 0.8 KM 1690831.4 |
 DL9758| PQ1503 4305 C                              APPROX. 1.6 KM 1813233.0 |
 DL9758|---------------------------------------------------------------------|
 DL9758
 DL9758                          SUPERSEDED SURVEY CONTROL
 DL9758
 DL9758  NAVD 88 (07/16/10)  331.83   (m)         1088.7    (f) LEVELING    3  
 DL9758
 DL9758.Superseded values are not recommended for survey control.
 DL9758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9758.See file dsdata.txt to determine how the superseded data were derived.
 DL9758
 DL9758_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9209478305(NAD 83)
 DL9758
 DL9758_MARKER: I = METAL ROD
 DL9758_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9758_STAMPING: 4305 J 2009
 DL9758_MARK LOGO: MNDT  
 DL9758_PROJECTION: RECESSED 5 CENTIMETERS
 DL9758_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9758+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9758_ROD/PIPE-DEPTH:  9.1 meters
 DL9758
 DL9758  HISTORY     - Date     Condition        Report By
 DL9758  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9758  HISTORY     - 20090930 GOOD             MNDT
 DL9758
 DL9758                          STATION DESCRIPTION
 DL9758
 DL9758'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9758'THE MARK IS 3.7 MILES NORTH OF HUTCHINSON, 3.7 MILES NORTH ALONG TRUNK
 DL9758'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 7 AND TRUNK
 DL9758'HIGHWAY 22 IN HUTCHINSON, AT TRUNK HIGHWAY 15 MILEPOINT 105.40, 67.6
 DL9758'FEET EAST OF TRUNK HIGHWAY 15, 31.3 FEET SOUTH OF EXTENDED 230TH
 DL9758'STREET, 6.2 FEET SOUTH OF CABLE BOX, 1.4 FEET WEST OF WITNESS POST.
 DL9758
 DL9758                          STATION RECOVERY (2009)
 DL9758
 DL9758'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9759 ***********************************************************************
 DL9759  DESIGNATION -  4305 K
 DL9759  PID         -  DL9759
 DL9759  STATE/COUNTY-  MN/MCLEOD
 DL9759  COUNTRY     -  US
 DL9759  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9759
 DL9759                         *CURRENT SURVEY CONTROL
 DL9759  ______________________________________________________________________
 DL9759* NAD 83(2007) POSITION- 44 57 27.92295(N) 094 22 04.27059(W)   ADJUSTED  
 DL9759* NAD 83(2007) ELLIP HT-   309.004 (meters)        (07/16/10)   ADJUSTED
 DL9759* NAD 83(2007) EPOCH   -  2002.00
 DL9759* NAVD 88 ORTHO HEIGHT -   336.196  (meters)    1103.00  (feet) ADJUSTED  
 DL9759  ______________________________________________________________________
 DL9759  NAD 83(2007) X  -   -344,327.281 (meters)                     COMP
 DL9759  NAD 83(2007) Y  - -4,507,996.910 (meters)                     COMP
 DL9759  NAD 83(2007) Z  -  4,484,245.945 (meters)                     COMP
 DL9759  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 DL9759  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DL9759  DYNAMIC HEIGHT  -        336.170 (meters)     1102.92  (feet) COMP
 DL9759  MODELED GRAVITY -    980,528.6   (mgal)                       NAVD 88
 DL9759
 DL9759  HORZ ORDER      -  FIRST
 DL9759  VERT ORDER      -  SECOND    CLASS I
 DL9759  ELLP ORDER      -  THIRD     CLASS II
 DL9759
 DL9759.The horizontal coordinates were established by GPS observations
 DL9759.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9759
 DL9759.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9759.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9759
 DL9759.The horizontal coordinates are valid at the epoch date displayed above
 DL9759.which is a decimal equivalence of Year/Month/Day.
 DL9759
 DL9759.The orthometric height was determined by differential leveling and
 DL9759.adjusted in March 2011.
 DL9759
 DL9759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9759
 DL9759.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9759
 DL9759.The ellipsoidal height was determined by GPS observations
 DL9759.and is referenced to NAD 83.
 DL9759
 DL9759.The dynamic height is computed by dividing the NAVD 88
 DL9759.geopotential number by the normal gravity value computed on the
 DL9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9759.degrees latitude (g = 980.6199 gals.).
 DL9759
 DL9759.The modeled gravity was interpolated from observed gravity values.
 DL9759
 DL9759. The following values were computed from the NAD 83(2007) position.
 DL9759
 DL9759;                    North         East     Units Scale Factor Converg.
 DL9759;SPC MN S     -   317,597.692   770,976.096   MT  0.99995372   -0 15 28.2
 DL9759;SPC MN S     - 1,041,985.09  2,529,444.07   sFT  0.99995372   -0 15 28.2
 DL9759;UTM  15      - 4,979,167.729   392,113.044   MT  0.99974312   -0 57 59.8
 DL9759
 DL9759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9759!SPC MN S     -   0.99995155  x   0.99995372  =   0.99990528
 DL9759!UTM  15      -   0.99995155  x   0.99974312  =   0.99969469
 DL9759
 DL9759:                Primary Azimuth Mark                     Grid Az
 DL9759:SPC MN S     -  4305 J                                   180 31 40.4
 DL9759:UTM  15      -  4305 J                                   181 14 12.0
 DL9759
 DL9759|---------------------------------------------------------------------|
 DL9759| PID    Reference Object                     Distance      Geod. Az  |
 DL9759|                                                           dddmmss.s |
 DL9759| DL9758 4305 J                              APPROX. 0.9 KM 1801612.2 |
 DL9759| DL9760 4305 L                              APPROX. 1.6 KM 3585929.5 |
 DL9759|---------------------------------------------------------------------|
 DL9759
 DL9759                          SUPERSEDED SURVEY CONTROL
 DL9759
 DL9759  NAVD 88 (07/16/10)  336.20   (m)         1103.0    (f) LEVELING    3  
 DL9759
 DL9759.Superseded values are not recommended for survey control.
 DL9759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9759.See file dsdata.txt to determine how the superseded data were derived.
 DL9759
 DL9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9211379167(NAD 83)
 DL9759
 DL9759_MARKER: I = METAL ROD
 DL9759_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9759_STAMPING: 4305 K 2009
 DL9759_MARK LOGO: MNDT  
 DL9759_PROJECTION: RECESSED 3 CENTIMETERS
 DL9759_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9759+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9759_ROD/PIPE-DEPTH:  7.6 meters
 DL9759
 DL9759  HISTORY     - Date     Condition        Report By
 DL9759  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9759  HISTORY     - 20090930 GOOD             MNDT
 DL9759
 DL9759                          STATION DESCRIPTION
 DL9759
 DL9759'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9759'THE MARK IS 4.2 MILES NORTH OF HUTCHINSON, 4.2 MILES NORTH ALONG TRUNK
 DL9759'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 7 AND TRUNK
 DL9759'HIGHWAY 22 IN HUTCHINSON, AT TRUNK HIGHWAY 15 MILEPOINT 105.9, 75.6
 DL9759'FEET EAST OF TRUNK HIGHWAY 15, 45.3 FEET SOUTH OF DRIVEWAY NUMBER
 DL9759'23562, 31.7 FEET SOUTHWEST OF POWER POLE, 1.1 FEET WEST OF WITNESS
 DL9759'POST.
 DL9759
 DL9759                          STATION RECOVERY (2009)
 DL9759
 DL9759'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9760 ***********************************************************************
 DL9760  DESIGNATION -  4305 L
 DL9760  PID         -  DL9760
 DL9760  STATE/COUNTY-  MN/MCLEOD
 DL9760  COUNTRY     -  US
 DL9760  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9760
 DL9760                         *CURRENT SURVEY CONTROL
 DL9760  ______________________________________________________________________
 DL9760* NAD 83(2007) POSITION- 44 58 18.35332(N) 094 22 05.52120(W)   ADJUSTED  
 DL9760* NAD 83(2007) ELLIP HT-   301.146 (meters)        (07/16/10)   ADJUSTED
 DL9760* NAD 83(2007) EPOCH   -  2002.00
 DL9760* NAVD 88 ORTHO HEIGHT -   328.309  (meters)    1077.13  (feet) ADJUSTED  
 DL9760  ______________________________________________________________________
 DL9760  NAD 83(2007) X  -   -344,270.395 (meters)                     COMP
 DL9760  NAD 83(2007) Y  - -4,506,892.294 (meters)                     COMP
 DL9760  NAD 83(2007) Z  -  4,485,341.927 (meters)                     COMP
 DL9760  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC09
 DL9760  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DL9760  DYNAMIC HEIGHT  -        328.284 (meters)     1077.05  (feet) COMP
 DL9760  MODELED GRAVITY -    980,531.5   (mgal)                       NAVD 88
 DL9760
 DL9760  HORZ ORDER      -  FIRST
 DL9760  VERT ORDER      -  SECOND    CLASS I
 DL9760  ELLP ORDER      -  THIRD     CLASS II
 DL9760
 DL9760.The horizontal coordinates were established by GPS observations
 DL9760.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9760
 DL9760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9760.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9760
 DL9760.The horizontal coordinates are valid at the epoch date displayed above
 DL9760.which is a decimal equivalence of Year/Month/Day.
 DL9760
 DL9760.The orthometric height was determined by differential leveling and
 DL9760.adjusted in March 2011.
 DL9760
 DL9760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9760
 DL9760.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9760
 DL9760.The ellipsoidal height was determined by GPS observations
 DL9760.and is referenced to NAD 83.
 DL9760
 DL9760.The dynamic height is computed by dividing the NAVD 88
 DL9760.geopotential number by the normal gravity value computed on the
 DL9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9760.degrees latitude (g = 980.6199 gals.).
 DL9760
 DL9760.The modeled gravity was interpolated from observed gravity values.
 DL9760
 DL9760. The following values were computed from the NAD 83(2007) position.
 DL9760
 DL9760;                    North         East     Units Scale Factor Converg.
 DL9760;SPC MN S     -   319,154.502   770,955.699   MT  0.99995570   -0 15 29.1
 DL9760;SPC MN S     - 1,047,092.73  2,529,377.16   sFT  0.99995570   -0 15 29.1
 DL9760;UTM  15      - 4,980,724.343   392,111.910   MT  0.99974313   -0 58 01.5
 DL9760
 DL9760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9760!SPC MN S     -   0.99995279  x   0.99995570  =   0.99990849
 DL9760!UTM  15      -   0.99995279  x   0.99974313  =   0.99969593
 DL9760
 DL9760:                Primary Azimuth Mark                     Grid Az
 DL9760:SPC MN S     -  4305 M                                   359 11 11.6
 DL9760:UTM  15      -  4305 M                                   359 53 44.0
 DL9760
 DL9760|---------------------------------------------------------------------|
 DL9760| PID    Reference Object                     Distance      Geod. Az  |
 DL9760|                                                           dddmmss.s |
 DL9760| DL9761 4305 M                              APPROX. 0.8 KM 3585542.5 |
 DL9760|---------------------------------------------------------------------|
 DL9760
 DL9760                          SUPERSEDED SURVEY CONTROL
 DL9760
 DL9760  NAVD 88 (07/16/10)  328.31   (m)         1077.1    (f) LEVELING    3  
 DL9760
 DL9760.Superseded values are not recommended for survey control.
 DL9760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9760.See file dsdata.txt to determine how the superseded data were derived.
 DL9760
 DL9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9211180724(NAD 83)
 DL9760
 DL9760_MARKER: I = METAL ROD
 DL9760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9760_STAMPING: 4305 L 2009
 DL9760_MARK LOGO: MNDT  
 DL9760_PROJECTION: RECESSED 5 CENTIMETERS
 DL9760_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9760+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9760_ROD/PIPE-DEPTH: 12.2 meters
 DL9760
 DL9760  HISTORY     - Date     Condition        Report By
 DL9760  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9760  HISTORY     - 20090930 GOOD             MNDT
 DL9760
 DL9760                          STATION DESCRIPTION
 DL9760
 DL9760'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9760'THE MARK IS 5.15 MILES NORTH OF HUTCHINSON, 5.15 MILES NORTH ALONG
 DL9760'TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 7 AND
 DL9760'TRUNK HIGHWAY 22 IN HUTCHINSON, AT TRUNK HIGHWAY 15 MILEPOINT 106.85,
 DL9760'62.5 FEET EAST OF TRUNK HIGHWAY 15, 26.8 FEET NORTH OF FIELD ENTRANCE,
 DL9760'2.6 FEET SOUTH OF WITNESS POST.
 DL9760
 DL9760                          STATION RECOVERY (2009)
 DL9760
 DL9760'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9761 ***********************************************************************
 DL9761  DESIGNATION -  4305 M
 DL9761  PID         -  DL9761
 DL9761  STATE/COUNTY-  MN/MCLEOD
 DL9761  COUNTRY     -  US
 DL9761  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9761
 DL9761                         *CURRENT SURVEY CONTROL
 DL9761  ______________________________________________________________________
 DL9761* NAD 83(2007) POSITION- 44 58 43.27421(N) 094 22 06.17792(W)   ADJUSTED  
 DL9761* NAD 83(2007) ELLIP HT-   309.783 (meters)        (07/16/10)   ADJUSTED
 DL9761* NAD 83(2007) EPOCH   -  2002.00
 DL9761* NAVD 88 ORTHO HEIGHT -   336.937  (meters)    1105.43  (feet) ADJUSTED  
 DL9761  ______________________________________________________________________
 DL9761  NAD 83(2007) X  -   -344,243.791 (meters)                     COMP
 DL9761  NAD 83(2007) Y  - -4,506,355.100 (meters)                     COMP
 DL9761  NAD 83(2007) Z  -  4,485,892.272 (meters)                     COMP
 DL9761  LAPLACE CORR    -         -4.12  (seconds)                    DEFLEC09
 DL9761  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DL9761  DYNAMIC HEIGHT  -        336.912 (meters)     1105.35  (feet) COMP
 DL9761  MODELED GRAVITY -    980,532.8   (mgal)                       NAVD 88
 DL9761
 DL9761  HORZ ORDER      -  FIRST
 DL9761  VERT ORDER      -  SECOND    CLASS I
 DL9761  ELLP ORDER      -  THIRD     CLASS II
 DL9761
 DL9761.The horizontal coordinates were established by GPS observations
 DL9761.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9761
 DL9761.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9761.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9761
 DL9761.The horizontal coordinates are valid at the epoch date displayed above
 DL9761.which is a decimal equivalence of Year/Month/Day.
 DL9761
 DL9761.The orthometric height was determined by differential leveling and
 DL9761.adjusted in March 2011.
 DL9761
 DL9761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9761
 DL9761.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9761
 DL9761.The ellipsoidal height was determined by GPS observations
 DL9761.and is referenced to NAD 83.
 DL9761
 DL9761.The dynamic height is computed by dividing the NAVD 88
 DL9761.geopotential number by the normal gravity value computed on the
 DL9761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9761.degrees latitude (g = 980.6199 gals.).
 DL9761
 DL9761.The modeled gravity was interpolated from observed gravity values.
 DL9761
 DL9761. The following values were computed from the NAD 83(2007) position.
 DL9761
 DL9761;                    North         East     Units Scale Factor Converg.
 DL9761;SPC MN S     -   319,923.828   770,944.776   MT  0.99995670   -0 15 29.6
 DL9761;SPC MN S     - 1,049,616.76  2,529,341.32   sFT  0.99995670   -0 15 29.6
 DL9761;UTM  15      - 4,981,493.581   392,110.508   MT  0.99974313   -0 58 02.4
 DL9761
 DL9761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9761!SPC MN S     -   0.99995143  x   0.99995670  =   0.99990813
 DL9761!UTM  15      -   0.99995143  x   0.99974313  =   0.99969457
 DL9761
 DL9761:                Primary Azimuth Mark                     Grid Az
 DL9761:SPC MN S     -  4305 L                                   179 11 11.7
 DL9761:UTM  15      -  4305 L                                   179 53 44.5
 DL9761
 DL9761|---------------------------------------------------------------------|
 DL9761| PID    Reference Object                     Distance      Geod. Az  |
 DL9761|                                                           dddmmss.s |
 DL9761| DL9760 4305 L                              APPROX. 0.8 KM 1785542.1 |
 DL9761|---------------------------------------------------------------------|
 DL9761
 DL9761                          SUPERSEDED SURVEY CONTROL
 DL9761
 DL9761  NAVD 88 (07/16/10)  336.94   (m)         1105.4    (f) LEVELING    3  
 DL9761
 DL9761.Superseded values are not recommended for survey control.
 DL9761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9761.See file dsdata.txt to determine how the superseded data were derived.
 DL9761
 DL9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9211081493(NAD 83)
 DL9761
 DL9761_MARKER: I = METAL ROD
 DL9761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9761_STAMPING: 4305 M 2009
 DL9761_MARK LOGO: MNDT  
 DL9761_PROJECTION: RECESSED 5 CENTIMETERS
 DL9761_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9761+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9761_ROD/PIPE-DEPTH: 12.2 meters
 DL9761
 DL9761  HISTORY     - Date     Condition        Report By
 DL9761  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9761  HISTORY     - 20090930 GOOD             MNDT
 DL9761
 DL9761                          STATION DESCRIPTION
 DL9761
 DL9761'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9761'THE MARK IS 5.65 MILES NORTH OF HUTCHINSON, 5.65 MILES NORTH ALONG
 DL9761'TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15/TRUNK HIGHWAY 7 AND
 DL9761'TRUNK HIGHWAY 22 IN HUTCHINSON, AT TRUNK HIGHWAY 15 MILEPOINT 107.35,
 DL9761'62.7 FEET SOUTH OF COMMON STREET, 62.5 FEET EAST OF TRUNK HIGHWAY 15,
 DL9761'26.3 FEET SOUTHWEST OF POWER POLE WITH THREE GUY WIRES, 1.1 FEET WEST
 DL9761'OF WITNESS POST.
 DL9761
 DL9761                          STATION RECOVERY (2009)
 DL9761
 DL9761'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9761'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1593 ***********************************************************************
 PQ1593  DESIGNATION -  4306 A
 PQ1593  PID         -  PQ1593
 PQ1593  STATE/COUNTY-  MN/MCLEOD
 PQ1593  COUNTRY     -  US
 PQ1593  USGS QUAD   -  NEW AUBURN (1982)
 PQ1593
 PQ1593                         *CURRENT SURVEY CONTROL
 PQ1593  ______________________________________________________________________
 PQ1593* NAD 83(1986) POSITION- 44 43 05.     (N) 094 13 50.     (W)   SCALED    
 PQ1593* NAVD 88 ORTHO HEIGHT -   309.840  (meters)    1016.53  (feet) ADJUSTED  
 PQ1593  ______________________________________________________________________
 PQ1593  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 PQ1593  DYNAMIC HEIGHT  -        309.803 (meters)     1016.41  (feet) COMP
 PQ1593  MODELED GRAVITY -    980,492.6   (mgal)                       NAVD 88
 PQ1593
 PQ1593  VERT ORDER      -  SECOND    CLASS I
 PQ1593
 PQ1593.The horizontal coordinates were scaled from a topographic map and have
 PQ1593.an estimated accuracy of +/- 6 seconds.
 PQ1593.
 PQ1593.The orthometric height was determined by differential leveling and
 PQ1593.adjusted in June 1995.
 PQ1593
 PQ1593.Photographs are available for this station.
 PQ1593
 PQ1593.The dynamic height is computed by dividing the NAVD 88
 PQ1593.geopotential number by the normal gravity value computed on the
 PQ1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1593.degrees latitude (g = 980.6199 gals.).
 PQ1593
 PQ1593.The modeled gravity was interpolated from observed gravity values.
 PQ1593
 PQ1593;                    North         East    Units  Estimated Accuracy
 PQ1593;SPC MN S     -   290,920.      781,730.      MT  (+/- 180 meters Scaled)
 PQ1593
 PQ1593                          SUPERSEDED SURVEY CONTROL
 PQ1593
 PQ1593.No superseded survey control is available for this station.
 PQ1593
 PQ1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK025523(NAD 83)
 PQ1593
 PQ1593_MARKER: DV = VERTICAL CONTROL DISK
 PQ1593_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1593_SP_SET: ALUMINUM ALLOY ROD
 PQ1593_STAMPING: 4306 A 1985
 PQ1593_MARK LOGO: MNDT  
 PQ1593_PROJECTION: FLUSH
 PQ1593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1593+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 PQ1593_ROD/PIPE-DEPTH:  9.1 meters
 PQ1593
 PQ1593  HISTORY     - Date     Condition        Report By
 PQ1593  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1593  HISTORY     - 20060719 GOOD             MNDT
 PQ1593
 PQ1593                          STATION DESCRIPTION
 PQ1593
 PQ1593'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1593'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTH OF THE CITY OF NEW
 PQ1593'AUBURN, AT THE SIBLEY-MCLEOUD COUNTY LINE, IN THE SW 1/4 OF SECTION
 PQ1593'32, T115N, R28W, 1.95 MILES (3.14 KM) SOUTH ALONG TRUNK HIGHWAY 22
 PQ1593'FROM ITS JUNCTION WITH TRUNK HIGHWAY 212 SOUTHWEST OF GLENCOE, AT THE
 PQ1593'SIBLEY-MCLEOD COUNTY LINE, ABOUT 275 FEET (83.8 M) EAST OF HIGHWAY 22
 PQ1593'AT MILEPOINT 101.5, 17 FEET (5.2 M) NORTH OF AND ABOUT 0.5 FOOT
 PQ1593'(15.2 CM) LOWER THAN THE CENTER OF A GRAVEL ROAD, 1.4 FEET (0.4 M)
 PQ1593'WEST OF A POWER POLE, AND 1.0 FOOT (0.3 M) NORTH OF A STEEL WITNESS
 PQ1593'POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PQ1593'DISK STAMPED---4306 A 1985---, IS FORCED ONTO THE TOP OF A DRIVEN
 PQ1593'3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH
 PQ1593'WITH THE GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1593
 PQ1593                          STATION RECOVERY (2006)
 PQ1593
 PQ1593'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MAS)
 PQ1593'2.5 MILES NORTH OF NEW AUBURN, NEAR SIBLEY-MCLEOD COUNTY LINE, 1.95
 PQ1593'MILES SOUTH ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 22 AND
 PQ1593'TRUNK HIGHWAY 212, AT TRUNK HIGHWAY 22 MILEPOINT 101.5, 275 FEET EAST
 PQ1593'OF TRUNK HIGHWAY 22, 17 FEET NORTH OF GRAVEL ROAD, 1.4 FEET WEST OF
 PQ1593'POWER POLE, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1594 ***********************************************************************
 PQ1594  DESIGNATION -  4306 B
 PQ1594  PID         -  PQ1594
 PQ1594  STATE/COUNTY-  MN/MCLEOD
 PQ1594  COUNTRY     -  US
 PQ1594  USGS QUAD   -  NEW AUBURN (1982)
 PQ1594
 PQ1594                         *CURRENT SURVEY CONTROL
 PQ1594  ______________________________________________________________________
 PQ1594* NAD 83(2007) POSITION- 44 43 43.87528(N) 094 13 10.06566(W)   ADJUSTED  
 PQ1594* NAD 83(2007) ELLIP HT-   281.543 (meters)        (03/13/09)   ADJUSTED
 PQ1594* NAD 83(2007) EPOCH   -  2002.00
 PQ1594* NAVD 88 ORTHO HEIGHT -   309.205  (meters)    1014.45  (feet) ADJUSTED  
 PQ1594  ______________________________________________________________________
 PQ1594  NAD 83(2007) X  -   -333,969.324 (meters)                     COMP
 PQ1594  NAD 83(2007) Y  - -4,526,744.183 (meters)                     COMP
 PQ1594  NAD 83(2007) Z  -  4,466,189.533 (meters)                     COMP
 PQ1594  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC09
 PQ1594  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 PQ1594  DYNAMIC HEIGHT  -        309.169 (meters)     1014.33  (feet) COMP
 PQ1594  MODELED GRAVITY -    980,493.7   (mgal)                       NAVD 88
 PQ1594
 PQ1594  HORZ ORDER      -  FIRST
 PQ1594  VERT ORDER      -  SECOND    CLASS I
 PQ1594  ELLP ORDER      -  THIRD     CLASS I
 PQ1594
 PQ1594.The horizontal coordinates were established by GPS observations
 PQ1594.and adjusted by the National Geodetic Survey in March 2009.
 PQ1594
 PQ1594.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1594.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1594
 PQ1594.The horizontal coordinates are valid at the epoch date displayed above
 PQ1594.which is a decimal equivalence of Year/Month/Day.
 PQ1594
 PQ1594.The orthometric height was determined by differential leveling and
 PQ1594.adjusted in June 1995.
 PQ1594
 PQ1594.Photographs are available for this station.
 PQ1594
 PQ1594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1594
 PQ1594.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1594
 PQ1594.The ellipsoidal height was determined by GPS observations
 PQ1594.and is referenced to NAD 83.
 PQ1594
 PQ1594.The dynamic height is computed by dividing the NAVD 88
 PQ1594.geopotential number by the normal gravity value computed on the
 PQ1594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1594.degrees latitude (g = 980.6199 gals.).
 PQ1594
 PQ1594.The modeled gravity was interpolated from observed gravity values.
 PQ1594
 PQ1594. The following values were computed from the NAD 83(2007) position.
 PQ1594
 PQ1594;                    North         East     Units Scale Factor Converg.
 PQ1594;SPC MN S     -   292,119.637   782,615.883   MT  0.99992990   -0 09 13.8
 PQ1594;SPC MN S     -   958,395.84  2,567,632.28   sFT  0.99992990   -0 09 13.8
 PQ1594;UTM  15      - 4,953,553.509   403,435.378   MT  0.99971467   -0 51 29.8
 PQ1594
 PQ1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1594!SPC MN S     -   0.99995586  x   0.99992990  =   0.99988576
 PQ1594!UTM  15      -   0.99995586  x   0.99971467  =   0.99967054
 PQ1594
 PQ1594                          SUPERSEDED SURVEY CONTROL
 PQ1594
 PQ1594  NAD 83(1996)-  44 43 43.87482(N)    094 13 10.06495(W) AD(       ) 1
 PQ1594  ELLIP H (08/24/06)  281.576  (m)                       GP(       ) 4 1
 PQ1594  NAVD 88 (08/24/06)  309.21   (m)         1014.5    (f) LEVELING    3  
 PQ1594
 PQ1594.Superseded values are not recommended for survey control.
 PQ1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1594.See file dsdata.txt to determine how the superseded data were derived.
 PQ1594
 PQ1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0343553553(NAD 83)
 PQ1594
 PQ1594_MARKER: DV = VERTICAL CONTROL DISK
 PQ1594_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1594_SP_SET: ALUMINUM ALLOY ROD
 PQ1594_STAMPING: 4306 B 1985
 PQ1594_MARK LOGO: MNDT  
 PQ1594_PROJECTION: FLUSH
 PQ1594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1594+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 PQ1594_ROD/PIPE-DEPTH:  7.6 meters
 PQ1594
 PQ1594  HISTORY     - Date     Condition        Report By
 PQ1594  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1594  HISTORY     - 20060301 GOOD             MNDT
 PQ1594  HISTORY     - 20061212 GOOD             MNDT
 PQ1594
 PQ1594                          STATION DESCRIPTION
 PQ1594
 PQ1594'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1594'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) NORTH OF THE CITY OF NEW
 PQ1594'AUBURN OR 3.5 MILES (5.6 KM) SOUTHWEST OF THE CITY OF GLENCOE, IN THE
 PQ1594'NW 1/4 OF SECTION 32, T115N, R28W, 0.9 MILE (1.4 KM) SOUTH ALONG
 PQ1594'TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH TRUNK HIGHWAY 212 SOUTHWEST
 PQ1594'OF GLENCOE, 41.0 FEET (12.5 M) EAST OF AND 3 FEET (0.9 M) LOWER THAN
 PQ1594'THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 102.6, 25 FEET (7.6 M)
 PQ1594'NORTH OF THE CENTER OF A GRAVEL ROAD, 2.2 FEET (0.7 M) NORTH OF A
 PQ1594'POWER POLE, AND 1.0 FOOT (0.3 M) EAST OF A STEEL WITNESS POST.  THE
 PQ1594'MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMEN DISK
 PQ1594'STAMPED---4306 B 1985---, IS FORCED ONTO THE TOP OF A DRIVEN 3/4-INCH
 PQ1594'DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE
 PQ1594'GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1594
 PQ1594                          STATION RECOVERY (2006)
 PQ1594
 PQ1594'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1594'3.5 MILES SOUTHWEST OF GLENCOE, 0.85 MILE SOUTH ON TRUNK HIGHWAY 22
 PQ1594'FROM JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 212, (3.5 MILES
 PQ1594'SOUTHWEST OF GLENCOE), TO TRUNK HIGHWAY 22 MILEPOINT 102.5, THEN 0.15
 PQ1594'MILE EAST ON 77TH STREET, 25 FEET NORHT OF 77TH STREET, 37.2 FEET EAST
 PQ1594'OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
 PQ1594
 PQ1594                          STATION RECOVERY (2006)
 PQ1594
 PQ1594'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1594'3.5 MILES SOUTHWEST OF GLENCOE, 0.85 MILES SOUTH ON TRUNK HIGHWAY 22
 PQ1594'FROM JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY 212, (3.5 MILES
 PQ1594'SOUTHWEST OF GLENCOE), TO TRUNK HIGHWAY 22 MILEPOINT 102.5, THEN 0.15
 PQ1594'MILES EAST ON 77TH STREET, 25 FEET NORHT OF 77TH STREET, 37.2 FEET
 PQ1594'EAST OF POWER POLE, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1564 ***********************************************************************
 PQ1564  DESIGNATION -  4307 AA
 PQ1564  PID         -  PQ1564
 PQ1564  STATE/COUNTY-  MN/MCLEOD
 PQ1564  COUNTRY     -  US
 PQ1564  USGS QUAD   -  BISCAY (1982)
 PQ1564
 PQ1564                         *CURRENT SURVEY CONTROL
 PQ1564  ______________________________________________________________________
 PQ1564* NAD 83(2007) POSITION- 44 49 33.17753(N) 094 16 24.97668(W)   ADJUSTED  
 PQ1564* NAD 83(2007) ELLIP HT-   285.239 (meters)        (02/10/07)   ADJUSTED
 PQ1564* NAD 83(2007) EPOCH   -  2002.00
 PQ1564* NAVD 88 ORTHO HEIGHT -   312.735  (meters)    1026.03  (feet) ADJUSTED  
 PQ1564  ______________________________________________________________________
 PQ1564  NAD 83(2007) X  -   -337,680.963 (meters)                     COMP
 PQ1564  NAD 83(2007) Y  - -4,518,855.265 (meters)                     COMP
 PQ1564  NAD 83(2007) Z  -  4,473,846.435 (meters)                     COMP
 PQ1564  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC09
 PQ1564  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 PQ1564  DYNAMIC HEIGHT  -        312.702 (meters)     1025.92  (feet) COMP
 PQ1564  MODELED GRAVITY -    980,504.4   (mgal)                       NAVD 88
 PQ1564
 PQ1564  VERT ORDER      -  SECOND    CLASS I
 PQ1564
 PQ1564  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1564  Type                                         Horiz  Ellip  Dist(km)
 PQ1564  -------------------------------------------------------------------
 PQ1564  NETWORK                                       1.37   0.73
 PQ1564  -------------------------------------------------------------------
 PQ1564  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.17   0.55      2.56
 PQ1564  -------------------------------------------------------------------
 PQ1564  NOTE: Click here for information on individual local accuracy
 PQ1564  values and other accuracy information.
 PQ1564
 PQ1564
 PQ1564.The horizontal coordinates were established by GPS observations
 PQ1564.and adjusted by the National Geodetic Survey in February 2007.
 PQ1564
 PQ1564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1564.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1564
 PQ1564.The horizontal coordinates are valid at the epoch date displayed above
 PQ1564.which is a decimal equivalence of Year/Month/Day.
 PQ1564
 PQ1564.The orthometric height was determined by differential leveling and
 PQ1564.adjusted in June 1995.
 PQ1564
 PQ1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1564
 PQ1564.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1564
 PQ1564.The ellipsoidal height was determined by GPS observations
 PQ1564.and is referenced to NAD 83.
 PQ1564
 PQ1564.The dynamic height is computed by dividing the NAVD 88
 PQ1564.geopotential number by the normal gravity value computed on the
 PQ1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1564.degrees latitude (g = 980.6199 gals.).
 PQ1564
 PQ1564.The modeled gravity was interpolated from observed gravity values.
 PQ1564
 PQ1564. The following values were computed from the NAD 83(2007) position.
 PQ1564
 PQ1564;                    North         East     Units Scale Factor Converg.
 PQ1564;SPC MN S     -   302,914.313   778,363.284   MT  0.99993804   -0 11 30.4
 PQ1564;SPC MN S     -   993,811.38  2,553,680.21   sFT  0.99993804   -0 11 30.4
 PQ1564;UTM  15      - 4,964,397.391   399,316.856   MT  0.99972465   -0 53 52.5
 PQ1564
 PQ1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1564!SPC MN S     -   0.99995528  x   0.99993804  =   0.99989332
 PQ1564!UTM  15      -   0.99995528  x   0.99972465  =   0.99967994
 PQ1564
 PQ1564:                Primary Azimuth Mark                     Grid Az
 PQ1564:SPC MN S     -  4307 Z                                   148 05 38.9
 PQ1564:UTM  15      -  4307 Z                                   148 48 01.0
 PQ1564
 PQ1564|---------------------------------------------------------------------|
 PQ1564| PID    Reference Object                     Distance      Geod. Az  |
 PQ1564|                                                           dddmmss.s |
 PQ1564| PQ1566 4307 Z                              APPROX. 1.1 KM 1475408.5 |
 PQ1564|---------------------------------------------------------------------|
 PQ1564
 PQ1564                          SUPERSEDED SURVEY CONTROL
 PQ1564
 PQ1564  NAD 83(1996)-  44 49 33.17698(N)    094 16 24.97606(W) AD(       ) 1
 PQ1564  ELLIP H (12/03/03)  285.283  (m)                       GP(       ) 4 1
 PQ1564  NAVD 88 (12/03/03)  312.74   (m)         1026.0    (f) LEVELING    3  
 PQ1564
 PQ1564.Superseded values are not recommended for survey control.
 PQ1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1564.See file dsdata.txt to determine how the superseded data were derived.
 PQ1564
 PQ1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9931664397(NAD 83)
 PQ1564
 PQ1564_MARKER: DV = VERTICAL CONTROL DISK
 PQ1564_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1564_SP_SET: ALUMINUM ALLOY ROD
 PQ1564_STAMPING: 4307 AA 1987
 PQ1564_MARK LOGO: MNDT  
 PQ1564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1564+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 PQ1564
 PQ1564  HISTORY     - Date     Condition        Report By
 PQ1564  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1564  HISTORY     - 20000401 GOOD             MNDT
 PQ1564
 PQ1564                          STATION DESCRIPTION
 PQ1564
 PQ1564'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1564'THE MARK IS LOCATED IN THE TOWN PARK IN THE TOWN OF BISCAY IN THE SW
 PQ1564'1/4 OF SECTION 25, T116N, R29W, IS 0.15 MILE (0.24 KM) SOUTHEAST
 PQ1564'ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY ROAD 4 IN BISCAY
 PQ1564'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1564'STAMPED---4307 AA 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1564'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1564'OF THE GROUND AND ABOUT 0.5 FOOT (15.2 CM) ABOVE THE LEVEL OF HIGHWAY
 PQ1564'22.  THE MARK IS 88.5 FEET (27.0 M) SOUTHWEST OF THE CENTERLINE OF
 PQ1564'HIGHWAY 22 AT MILEPOINT 114.95, 18.5 FEET (5.6 M) SOUTHEAST OF THE
 PQ1564'NORTHWEST CORNER OF A BRICK BUILDING, 20.1 FEET (6.1 M) WEST OF A
 PQ1564'FLAGPOLE AND 2.6 FEET (0.8 M) EAST-NORTHEAST OF A POWER POLE WITH A
 PQ1564'LIGHT.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1564
 PQ1564                          STATION RECOVERY (2000)
 PQ1564
 PQ1564'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1564'RECOVERED AS DESCRIBED, 7.9 FT (2.4 M) SW OF SW CORNER OF BRICK
 PQ1564'BUILDING, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1563 ***********************************************************************
 PQ1563  DESIGNATION -  4307 AB
 PQ1563  PID         -  PQ1563
 PQ1563  STATE/COUNTY-  MN/MCLEOD
 PQ1563  COUNTRY     -  US
 PQ1563  USGS QUAD   -  BISCAY (1982)
 PQ1563
 PQ1563                         *CURRENT SURVEY CONTROL
 PQ1563  ______________________________________________________________________
 PQ1563* NAD 83(1986) POSITION- 44 50 07.     (N) 094 17 07.     (W)   SCALED    
 PQ1563* NAVD 88 ORTHO HEIGHT -   311.496  (meters)    1021.97  (feet) ADJUSTED  
 PQ1563  ______________________________________________________________________
 PQ1563  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 PQ1563  DYNAMIC HEIGHT  -        311.464 (meters)     1021.86  (feet) COMP
 PQ1563  MODELED GRAVITY -    980,505.7   (mgal)                       NAVD 88
 PQ1563
 PQ1563  VERT ORDER      -  SECOND    CLASS I
 PQ1563
 PQ1563.The horizontal coordinates were scaled from a topographic map and have
 PQ1563.an estimated accuracy of +/- 6 seconds.
 PQ1563.
 PQ1563.The orthometric height was determined by differential leveling and
 PQ1563.adjusted in June 1995.
 PQ1563
 PQ1563.The dynamic height is computed by dividing the NAVD 88
 PQ1563.geopotential number by the normal gravity value computed on the
 PQ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1563.degrees latitude (g = 980.6199 gals.).
 PQ1563
 PQ1563.The modeled gravity was interpolated from observed gravity values.
 PQ1563
 PQ1563;                    North         East    Units  Estimated Accuracy
 PQ1563;SPC MN S     -   303,960.      777,440.      MT  (+/- 180 meters Scaled)
 PQ1563
 PQ1563                          SUPERSEDED SURVEY CONTROL
 PQ1563
 PQ1563.No superseded survey control is available for this station.
 PQ1563
 PQ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK984654(NAD 83)
 PQ1563
 PQ1563_MARKER: DV = VERTICAL CONTROL DISK
 PQ1563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1563_SP_SET: ALUMINUM ALLOY ROD
 PQ1563_STAMPING: 4307 AB 1987
 PQ1563_MARK LOGO: MNDT  
 PQ1563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1563
 PQ1563  HISTORY     - Date     Condition        Report By
 PQ1563  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1563  HISTORY     - 20001121 MARK NOT FOUND   MNDT
 PQ1563
 PQ1563                          STATION DESCRIPTION
 PQ1563
 PQ1563'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1563'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF THE CITY OF
 PQ1563'HUTCHINSON AND ABOUT 0.5 MI (0.8 KM) NORTHWEST OF THE TOWN OF BISCAY
 PQ1563'IN THE SW 1/4 OF SECTION 23, T116N, R29W, 0.5 MILE (0.8 KM) NORTHWEST
 PQ1563'ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY ROAD 4 AT
 PQ1563'BISCAY, AT A GRAVEL PIT AND MAINTANCE STOCKPILE AREA ON THE RIGHT.
 PQ1563'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1563'STAMPED---4307 AB 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1563'DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FOOT
 PQ1563'(3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH
 PQ1563'HIGHWAY 22.  THE MARK IS 179.0 FEET (54.6 M) NORTHEAST OF THE
 PQ1563'CENTERLINE OF HIGHWAY 22 AT MILEPOINT 115.6, 44.5 FEET (13.6 M)
 PQ1563'NORTH-NORTHEAST OF THE CENTER OF A GRAVEL ROAD IN THE MAINTANCE
 PQ1563'STOCKPILE AREA AND 23.0 FEET (7.0 M) SOUTHEAST OF A 30-INCH TWIN
 PQ1563'COTTONWOOD TREE.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1563
 PQ1563                          STATION RECOVERY (2000)
 PQ1563
 PQ1563'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1563'NOT FOUND, POOR TIES.
 PQ1563'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1561 ***********************************************************************
 PQ1561  DESIGNATION -  4307 AC
 PQ1561  PID         -  PQ1561
 PQ1561  STATE/COUNTY-  MN/MCLEOD
 PQ1561  COUNTRY     -  US
 PQ1561  USGS QUAD   -  BISCAY (1982)
 PQ1561
 PQ1561                         *CURRENT SURVEY CONTROL
 PQ1561  ______________________________________________________________________
 PQ1561* NAD 83(2007) POSITION- 44 50 33.72977(N) 094 18 04.69933(W)   ADJUSTED  
 PQ1561* NAD 83(2007) ELLIP HT-   286.913 (meters)        (02/10/07)   ADJUSTED
 PQ1561* NAD 83(2007) EPOCH   -  2002.00
 PQ1561* NAVD 88 ORTHO HEIGHT -   314.418  (meters)    1031.55  (feet) ADJUSTED  
 PQ1561  ______________________________________________________________________
 PQ1561  NAD 83(2007) X  -   -339,766.892 (meters)                     COMP
 PQ1561  NAD 83(2007) Y  - -4,517,378.427 (meters)                     COMP
 PQ1561  NAD 83(2007) Z  -  4,475,173.208 (meters)                     COMP
 PQ1561  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC09
 PQ1561  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 PQ1561  DYNAMIC HEIGHT  -        314.386 (meters)     1031.45  (feet) COMP
 PQ1561  MODELED GRAVITY -    980,507.0   (mgal)                       NAVD 88
 PQ1561
 PQ1561  VERT ORDER      -  SECOND    CLASS I
 PQ1561
 PQ1561  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1561  Type                                         Horiz  Ellip  Dist(km)
 PQ1561  -------------------------------------------------------------------
 PQ1561  NETWORK                                       1.00   0.59
 PQ1561  -------------------------------------------------------------------
 PQ1561  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.88   0.45      2.22
 PQ1561  -------------------------------------------------------------------
 PQ1561  NOTE: Click here for information on individual local accuracy
 PQ1561  values and other accuracy information.
 PQ1561
 PQ1561
 PQ1561.The horizontal coordinates were established by GPS observations
 PQ1561.and adjusted by the National Geodetic Survey in February 2007.
 PQ1561
 PQ1561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1561.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1561
 PQ1561.The horizontal coordinates are valid at the epoch date displayed above
 PQ1561.which is a decimal equivalence of Year/Month/Day.
 PQ1561
 PQ1561.The orthometric height was determined by differential leveling and
 PQ1561.adjusted in June 1995.
 PQ1561
 PQ1561.Photographs are available for this station.
 PQ1561
 PQ1561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1561
 PQ1561.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1561
 PQ1561.The ellipsoidal height was determined by GPS observations
 PQ1561.and is referenced to NAD 83.
 PQ1561
 PQ1561.The dynamic height is computed by dividing the NAVD 88
 PQ1561.geopotential number by the normal gravity value computed on the
 PQ1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1561.degrees latitude (g = 980.6199 gals.).
 PQ1561
 PQ1561.The modeled gravity was interpolated from observed gravity values.
 PQ1561
 PQ1561. The following values were computed from the NAD 83(2007) position.
 PQ1561
 PQ1561;                    North         East     Units Scale Factor Converg.
 PQ1561;SPC MN S     -   304,791.079   776,179.602   MT  0.99993975   -0 12 40.3
 PQ1561;SPC MN S     -   999,968.73  2,546,515.91   sFT  0.99993975   -0 12 40.3
 PQ1561;UTM  15      - 4,966,300.531   397,156.933   MT  0.99973006   -0 55 03.8
 PQ1561
 PQ1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1561!SPC MN S     -   0.99995502  x   0.99993975  =   0.99989477
 PQ1561!UTM  15      -   0.99995502  x   0.99973006  =   0.99968509
 PQ1561
 PQ1561:                Primary Azimuth Mark                     Grid Az
 PQ1561:SPC MN S     -  4307 AD                                  301 48 38.5
 PQ1561:UTM  15      -  4307 AD                                  302 31 02.0
 PQ1561
 PQ1561|---------------------------------------------------------------------|
 PQ1561| PID    Reference Object                     Distance      Geod. Az  |
 PQ1561|                                                           dddmmss.s |
 PQ1561| PQ1560 4307 AD                             APPROX. 1.3 KM 3013558.2 |
 PQ1561|---------------------------------------------------------------------|
 PQ1561
 PQ1561                          SUPERSEDED SURVEY CONTROL
 PQ1561
 PQ1561  NAD 83(1996)-  44 50 33.72922(N)    094 18 04.69868(W) AD(       ) 1
 PQ1561  ELLIP H (12/03/03)  286.955  (m)                       GP(       ) 4 1
 PQ1561  NAVD 88 (12/03/03)  314.42   (m)         1031.6    (f) LEVELING    3  
 PQ1561
 PQ1561.Superseded values are not recommended for survey control.
 PQ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1561.See file dsdata.txt to determine how the superseded data were derived.
 PQ1561
 PQ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9715666300(NAD 83)
 PQ1561
 PQ1561_MARKER: DV = VERTICAL CONTROL DISK
 PQ1561_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1561_SP_SET: ALUMINUM ALLOY ROD
 PQ1561_STAMPING: 4307 AC 1987
 PQ1561_MARK LOGO: MNDT  
 PQ1561_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1561+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1561_ROD/PIPE-DEPTH:  7.6 meters
 PQ1561
 PQ1561  HISTORY     - Date     Condition        Report By
 PQ1561  HISTORY     - 19870801 MONUMENTED       MNDT
 PQ1561  HISTORY     - 20001121 GOOD             MNDT
 PQ1561  HISTORY     - 20070327 GOOD             MNDT
 PQ1561  HISTORY     - 20090930 GOOD             MNDT
 PQ1561
 PQ1561                          STATION DESCRIPTION
 PQ1561
 PQ1561'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1561'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF THE CITY OF
 PQ1561'HUTCHINSON AND ABOUT 1.5 MI (2.4 KM) NORTHWEST OF THE TOWN OF BISCAY
 PQ1561'IN THE NE 1/4 OF SECTION 22, T116N, R29W, 1.65 MI (2.66 KM) NORTHWEST
 PQ1561'ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY ROAD 4 AT BISCAY
 PQ1561'TO AN ENTRANCE TO SOME QUONSET HUT BUILDINGS.  THE MARK, A STANDARD
 PQ1561'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4307 AC
 PQ1561'1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY 25-FOOT LONG
 PQ1561'DRIVEN ALUMINUM ROD THAT IS BURIED 0.1 FOOT (3.0 CM) BELOW THE
 PQ1561'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE ENTRANCE.  THE MARK
 PQ1561'IS 152.0 FEET (46.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 22
 PQ1561'AT MILEPOINT 116.75, 12.5 FEET (3.8 M) NORTHWEST OF THE CENTER OF THE
 PQ1561'ENTRANCE, 47.6 FEET (14.5 M) WEST-NORTHWEST OF A POWER POLE WITH A
 PQ1561'TRANSFORMER AND 1.8 FEET (0.5 M) NORTHEAST OF A GATE POST.  A MAGNET
 PQ1561'IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1561
 PQ1561                          STATION RECOVERY (2000)
 PQ1561
 PQ1561'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1561'REOVERED AS DESCRIBED, 0.5 FT (15.2 CM) NE OF WIT POST, FLUSH.
 PQ1561
 PQ1561                          STATION RECOVERY (2007)
 PQ1561
 PQ1561'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 PQ1561'3.0 MILES SOUTHEAST OF HUTCHINSON, 1.65 MILES NORTHWEST ON TRUNK
 PQ1561'HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 4 AT
 PQ1561'BISCAY, AT ENTRANCE TO QUANSET HUT BUILDINGS, AT TRUNK HIGHWAY 22
 PQ1561'MILEPOINT 116.75, 152.0 FEET WEST-SOUTHWEST OF TRUNK HIGHWAY 22, 12.5
 PQ1561'FEET NORTHWEST OF ENTRANCE, 47.6 FEET WEST-NORTHWEST OF POWER POLE
 PQ1561'WITH TRANSFORMER, 1.8 FEET NORTHEAST OF GATE POST, 0.5 FEET NORTHEAST
 PQ1561'OF WITNESS POST.
 PQ1561
 PQ1561                          STATION RECOVERY (2009)
 PQ1561
 PQ1561'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1561'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1561'THE MARK IS 3.0 MILES SOUTHEAST OF HUTCHINSON, 1.77 MILES NORTHWEST OF
 PQ1561'BISCAY, 1.65 MILES NORTHWEST ON TRUNK HIGHWAY 22 FROM JUNCTION OF
 PQ1561'TRUNK HIGHWAY 22 AND COUNTY ROAD 4 AT BISCAY, AT TRUNK HIGHWAY 22
 PQ1561'MILEPOINT 116.75, AT ENTRANCE TO QUONSET HUT BUILDINGS, 152.0 FEET
 PQ1561'WEST-SOUTHWEST OF TRUNK HIGHWAY 22, 47.6 FEET WEST-NORTHWEST OF POWER
 PQ1561'POLE WITH TRANSFORMER, 12.5 FEET NORTHWEST OF ENTRANCE, 1.8 FEET
 PQ1561'NORTHEAST OF GATE POST, 0.5 FOOT NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1560 ***********************************************************************
 PQ1560  DESIGNATION -  4307 AD
 PQ1560  PID         -  PQ1560
 PQ1560  STATE/COUNTY-  MN/MCLEOD
 PQ1560  COUNTRY     -  US
 PQ1560  USGS QUAD   -  BISCAY (1982)
 PQ1560
 PQ1560                         *CURRENT SURVEY CONTROL
 PQ1560  ______________________________________________________________________
 PQ1560* NAD 83(2007) POSITION- 44 50 55.27321(N) 094 18 53.93339(W)   ADJUSTED  
 PQ1560* NAD 83(2007) ELLIP HT-   287.020 (meters)        (02/10/07)   ADJUSTED
 PQ1560* NAD 83(2007) EPOCH   -  2002.00
 PQ1560* NAVD 88 ORTHO HEIGHT -   314.506  (meters)    1031.84  (feet) ADJUSTED  
 PQ1560  ______________________________________________________________________
 PQ1560  NAD 83(2007) X  -   -340,809.869 (meters)                     COMP
 PQ1560  NAD 83(2007) Y  - -4,516,829.606 (meters)                     COMP
 PQ1560  NAD 83(2007) Z  -  4,475,644.814 (meters)                     COMP
 PQ1560  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC09
 PQ1560  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PQ1560  DYNAMIC HEIGHT  -        314.474 (meters)     1031.74  (feet) COMP
 PQ1560  MODELED GRAVITY -    980,508.0   (mgal)                       NAVD 88
 PQ1560
 PQ1560  VERT ORDER      -  SECOND    CLASS I
 PQ1560
 PQ1560  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1560  Type                                         Horiz  Ellip  Dist(km)
 PQ1560  -------------------------------------------------------------------
 PQ1560  NETWORK                                       1.03   0.61
 PQ1560  -------------------------------------------------------------------
 PQ1560  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.89   0.45      2.19
 PQ1560  -------------------------------------------------------------------
 PQ1560  NOTE: Click here for information on individual local accuracy
 PQ1560  values and other accuracy information.
 PQ1560
 PQ1560
 PQ1560.The horizontal coordinates were established by GPS observations
 PQ1560.and adjusted by the National Geodetic Survey in February 2007.
 PQ1560
 PQ1560.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1560.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1560
 PQ1560.The horizontal coordinates are valid at the epoch date displayed above
 PQ1560.which is a decimal equivalence of Year/Month/Day.
 PQ1560
 PQ1560.The orthometric height was determined by differential leveling and
 PQ1560.adjusted in June 1995.
 PQ1560
 PQ1560.Photographs are available for this station.
 PQ1560
 PQ1560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1560
 PQ1560.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1560
 PQ1560.The ellipsoidal height was determined by GPS observations
 PQ1560.and is referenced to NAD 83.
 PQ1560
 PQ1560.The dynamic height is computed by dividing the NAVD 88
 PQ1560.geopotential number by the normal gravity value computed on the
 PQ1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1560.degrees latitude (g = 980.6199 gals.).
 PQ1560
 PQ1560.The modeled gravity was interpolated from observed gravity values.
 PQ1560
 PQ1560. The following values were computed from the NAD 83(2007) position.
 PQ1560
 PQ1560;                    North         East     Units Scale Factor Converg.
 PQ1560;SPC MN S     -   305,460.137   775,100.972   MT  0.99994037   -0 13 14.8
 PQ1560;SPC MN S     - 1,002,163.80  2,542,977.11   sFT  0.99994037   -0 13 14.8
 PQ1560;UTM  15      - 4,966,982.697   396,086.858   MT  0.99973278   -0 55 38.8
 PQ1560
 PQ1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1560!SPC MN S     -   0.99995500  x   0.99994037  =   0.99989537
 PQ1560!UTM  15      -   0.99995500  x   0.99973278  =   0.99968779
 PQ1560
 PQ1560:                Primary Azimuth Mark                     Grid Az
 PQ1560:SPC MN S     -  4307 AC                                  121 48 38.3
 PQ1560:UTM  15      -  4307 AC                                  122 31 02.3
 PQ1560
 PQ1560|---------------------------------------------------------------------|
 PQ1560| PID    Reference Object                     Distance      Geod. Az  |
 PQ1560|                                                           dddmmss.s |
 PQ1560| PQ1561 4307 AC                             APPROX. 1.3 KM 1213523.5 |
 PQ1560|---------------------------------------------------------------------|
 PQ1560
 PQ1560                          SUPERSEDED SURVEY CONTROL
 PQ1560
 PQ1560  NAD 83(1996)-  44 50 55.27267(N)    094 18 53.93275(W) AD(       ) 1
 PQ1560  ELLIP H (12/03/03)  287.063  (m)                       GP(       ) 4 1
 PQ1560  NAVD 88 (12/03/03)  314.51   (m)         1031.9    (f) LEVELING    3  
 PQ1560
 PQ1560.Superseded values are not recommended for survey control.
 PQ1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1560.See file dsdata.txt to determine how the superseded data were derived.
 PQ1560
 PQ1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9608666982(NAD 83)
 PQ1560
 PQ1560_MARKER: DV = VERTICAL CONTROL DISK
 PQ1560_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1560_SP_SET: ALUMINUM ALLOY ROD
 PQ1560_STAMPING: 4307 AD 1987
 PQ1560_MARK LOGO: MNDT  
 PQ1560_PROJECTION: FLUSH
 PQ1560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1560+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2009
 PQ1560_ROD/PIPE-DEPTH:  7.6 meters
 PQ1560
 PQ1560  HISTORY     - Date     Condition        Report By
 PQ1560  HISTORY     - 19870801 MONUMENTED       MNDT
 PQ1560  HISTORY     - 20000401 GOOD             MNDT
 PQ1560  HISTORY     - 20070319 GOOD             MNDT
 PQ1560  HISTORY     - 20090922 GOOD             MNDT
 PQ1560
 PQ1560                          STATION DESCRIPTION
 PQ1560
 PQ1560'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1560'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHEAST OF THE CITY OF
 PQ1560'HUTCHINSON IN THE SW 1/4 OF SECTION 15, T116N, R29W, 4.2 MI (6.8 KM)
 PQ1560'SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE SOUTN JUNCTION OF TRUNK
 PQ1560'HIGHWAY 15 (WASHINGTON STREET) IN HUTCHINSON TO THE COUNTY ROAD 67
 PQ1560'CROSSING. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1560'MONUMENT DISK STAMPED---4307 AD 1987---, IS SET ON THE TOP OF A
 PQ1560'3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 PQ1560'0.1 FOOT (3.0 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 PQ1560'(0.9 M) BELOW THE LEVEL OF THE COUNTY ROAD.  THE MARK IS 168.0 FEET
 PQ1560'(51.2 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT
 PQ1560'117.55, ABOUT 375 FEET (114.3 M) WEST OF HIGHWAY 22 AT THE CROSSING,
 PQ1560'33.5 FEET (10.2 M) NORTH OF THE CENTER OF COUNTY ROAD 22 AND 5.8 FEET
 PQ1560'(1.8 M) WEST-SOUTHWEST OF A POWER POLE WITH ANCHOR WIRES.  A MAGNET
 PQ1560'IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1560
 PQ1560                          STATION RECOVERY (2000)
 PQ1560
 PQ1560'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1560'THE MARK WAS RECOVERED 3.65 MI (5.87 KM) SSE OF THE JCT OF TH 22 AND
 PQ1560'TH 7 ON THE EAST SIDE OF HUTCHINSON, 168 FT (51.2 M) SW OF TH 22, 33.5
 PQ1560'FT (10.2 M) NORTH OF CO RD 67, 5.8 FT (1.8 M) WSW OF POLE, 1.8 FT (0.5
 PQ1560'M) SOUTH OF THE WITNESS POST, FLUSH.
 PQ1560
 PQ1560                          STATION RECOVERY (2007)
 PQ1560
 PQ1560'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 PQ1560'2.5 MILES SOUTHEAST OF HUTCHINSON, 4.2 MILES SOUTHEAST OF SOUTH
 PQ1560'JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 22 AT HUTCHINSON, AT
 PQ1560'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 67, AT TRUNK HIGHWAY 22
 PQ1560'MILEPOINT 117.55, 168.0 FEET SOUTHWEST OF TRUNK HIGHWAY 22, 375 FEET
 PQ1560'WEST OF JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 67, 33.5 FEET
 PQ1560'NORTH OF COUNTY ROAD 67, 5.8 FEET WEST-SOUTHWEST OF POWER POLE WITH
 PQ1560'ANCHOR WIRES, 1.8 FEET SOUTH OF WITNESS POST.
 PQ1560
 PQ1560                          STATION RECOVERY (2009)
 PQ1560
 PQ1560'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1560'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1560'THE MARK IS 2.5 MILES SOUTHEAST OF HUTCHINSON, 4.2 MILES SOUTHEAST OF
 PQ1560'SOUTH JUNCTION TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 22 AT HUTCHINSON, AT
 PQ1560'JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 67, AT TRUNK HIGHWAY 22
 PQ1560'MILEPOINT 117.55, 375 FEET WEST OF JUNCTION TRUNK HIGHWAY 22 AND
 PQ1560'COUNTY ROAD 67, 168.0 FEET SOUTHWEST OF TRUNK HIGHWAY 22, 33.5 FEET
 PQ1560'NORTH OF COUNTY ROAD 67, 5.8 FEET WEST-SOUTHWEST OF POWER POLE WITH
 PQ1560'ANCHOR WIRES, 1.8 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9762 ***********************************************************************
 DL9762  DESIGNATION -  4307 AE RESET
 DL9762  PID         -  DL9762
 DL9762  STATE/COUNTY-  MN/MCLEOD
 DL9762  COUNTRY     -  US
 DL9762  USGS QUAD   -  BISCAY (1982)
 DL9762
 DL9762                         *CURRENT SURVEY CONTROL
 DL9762  ______________________________________________________________________
 DL9762* NAD 83(2007) POSITION- 44 51 16.81751(N) 094 19 25.48837(W)   ADJUSTED  
 DL9762* NAD 83(2007) ELLIP HT-   293.054 (meters)        (07/16/10)   ADJUSTED
 DL9762* NAD 83(2007) EPOCH   -  2002.00
 DL9762* NAVD 88 ORTHO HEIGHT -   320.519  (meters)    1051.57  (feet) ADJUSTED  
 DL9762  ______________________________________________________________________
 DL9762  NAD 83(2007) X  -   -341,465.821 (meters)                     COMP
 DL9762  NAD 83(2007) Y  - -4,516,313.949 (meters)                     COMP
 DL9762  NAD 83(2007) Z  -  4,476,120.571 (meters)                     COMP
 DL9762  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC09
 DL9762  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 DL9762  DYNAMIC HEIGHT  -        320.487 (meters)     1051.46  (feet) COMP
 DL9762  MODELED GRAVITY -    980,508.9   (mgal)                       NAVD 88
 DL9762
 DL9762  HORZ ORDER      -  FIRST
 DL9762  VERT ORDER      -  SECOND    CLASS I
 DL9762  ELLP ORDER      -  THIRD     CLASS II
 DL9762
 DL9762.The horizontal coordinates were established by GPS observations
 DL9762.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9762
 DL9762.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9762.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9762
 DL9762.The horizontal coordinates are valid at the epoch date displayed above
 DL9762.which is a decimal equivalence of Year/Month/Day.
 DL9762
 DL9762.The orthometric height was determined by differential leveling and
 DL9762.adjusted in March 2011.
 DL9762
 DL9762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9762
 DL9762.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9762
 DL9762.The ellipsoidal height was determined by GPS observations
 DL9762.and is referenced to NAD 83.
 DL9762
 DL9762.The dynamic height is computed by dividing the NAVD 88
 DL9762.geopotential number by the normal gravity value computed on the
 DL9762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9762.degrees latitude (g = 980.6199 gals.).
 DL9762
 DL9762.The modeled gravity was interpolated from observed gravity values.
 DL9762
 DL9762. The following values were computed from the NAD 83(2007) position.
 DL9762
 DL9762;                    North         East     Units Scale Factor Converg.
 DL9762;SPC MN S     -   306,127.853   774,410.722   MT  0.99994101   -0 13 36.9
 DL9762;SPC MN S     - 1,004,354.46  2,540,712.51   sFT  0.99994101   -0 13 36.9
 DL9762;UTM  15      - 4,967,658.736   395,405.038   MT  0.99973453   -0 56 01.5
 DL9762
 DL9762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9762!SPC MN S     -   0.99995405  x   0.99994101  =   0.99989507
 DL9762!UTM  15      -   0.99995405  x   0.99973453  =   0.99968860
 DL9762
 DL9762:                Primary Azimuth Mark                     Grid Az
 DL9762:SPC MN S     -  4307 AD                                  134 02 57.5
 DL9762:UTM  15      -  4307 AD                                  134 45 22.1
 DL9762
 DL9762|---------------------------------------------------------------------|
 DL9762| PID    Reference Object                     Distance      Geod. Az  |
 DL9762|                                                           dddmmss.s |
 DL9762| PQ1560 4307 AD                             APPROX. 1.0 KM 1334920.6 |
 DL9762|---------------------------------------------------------------------|
 DL9762
 DL9762                          SUPERSEDED SURVEY CONTROL
 DL9762
 DL9762  NAVD 88 (07/16/10)  320.52   (m)         1051.6    (f) LEVELING    3  
 DL9762
 DL9762.Superseded values are not recommended for survey control.
 DL9762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9762.See file dsdata.txt to determine how the superseded data were derived.
 DL9762
 DL9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9540567658(NAD 83)
 DL9762
 DL9762_MARKER: I = METAL ROD
 DL9762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9762_STAMPING: 4307 AE RESET 1987 2009
 DL9762_MARK LOGO: MNDT  
 DL9762_PROJECTION: RECESSED 10 CENTIMETERS
 DL9762_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9762+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9762_ROD/PIPE-DEPTH:  4.6 meters
 DL9762
 DL9762  HISTORY     - Date     Condition        Report By
 DL9762  HISTORY     - 20090625 MONUMENTED       MNDT
 DL9762  HISTORY     - 20090930 GOOD             MNDT
 DL9762
 DL9762                          STATION DESCRIPTION
 DL9762
 DL9762'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9762'THE MARK IS 2.5 MILES SOUTHEAST OF HUTCHINSON, 2.9 MILES SOUTH ALONG
 DL9762'TRUNK HIGHWAY 22 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 7 AND 22,
 DL9762'73.5 FEET SOUTHWEST OF TRUNK HIGHWAY 22 AT MILEPOINT 118.1, 14 FEET
 DL9762'NORTHWEST OF FIELD ENTRANCE, 2.0 FEET SOUTHEAST OF WITNESS POST.
 DL9762
 DL9762                          STATION RECOVERY (2009)
 DL9762
 DL9762'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1556 ***********************************************************************
 PQ1556  DESIGNATION -  4307 AF
 PQ1556  PID         -  PQ1556
 PQ1556  STATE/COUNTY-  MN/MCLEOD
 PQ1556  COUNTRY     -  US
 PQ1556  USGS QUAD   -  BISCAY (1982)
 PQ1556
 PQ1556                         *CURRENT SURVEY CONTROL
 PQ1556  ______________________________________________________________________
 PQ1556* NAD 83(2007) POSITION- 44 51 48.01349(N) 094 20 03.94711(W)   ADJUSTED  
 PQ1556* NAD 83(2007) ELLIP HT-   295.534 (meters)        (02/10/07)   ADJUSTED
 PQ1556* NAD 83(2007) EPOCH   -  2002.00
 PQ1556* NAVD 88 ORTHO HEIGHT -   322.967  (meters)    1059.60  (feet) ADJUSTED  
 PQ1556  ______________________________________________________________________
 PQ1556  NAD 83(2007) X  -   -342,256.690 (meters)                     COMP
 PQ1556  NAD 83(2007) Y  - -4,515,574.605 (meters)                     COMP
 PQ1556  NAD 83(2007) Z  -  4,476,804.965 (meters)                     COMP
 PQ1556  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC09
 PQ1556  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 PQ1556  DYNAMIC HEIGHT  -        322.936 (meters)     1059.50  (feet) COMP
 PQ1556  MODELED GRAVITY -    980,510.3   (mgal)                       NAVD 88
 PQ1556
 PQ1556  VERT ORDER      -  SECOND    CLASS I
 PQ1556
 PQ1556  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1556  Type                                         Horiz  Ellip  Dist(km)
 PQ1556  -------------------------------------------------------------------
 PQ1556  NETWORK                                       0.71   0.47
 PQ1556  -------------------------------------------------------------------
 PQ1556  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.25      1.72
 PQ1556  -------------------------------------------------------------------
 PQ1556  NOTE: Click here for information on individual local accuracy
 PQ1556  values and other accuracy information.
 PQ1556
 PQ1556
 PQ1556.The horizontal coordinates were established by GPS observations
 PQ1556.and adjusted by the National Geodetic Survey in February 2007.
 PQ1556
 PQ1556.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1556.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1556
 PQ1556.The horizontal coordinates are valid at the epoch date displayed above
 PQ1556.which is a decimal equivalence of Year/Month/Day.
 PQ1556
 PQ1556.The orthometric height was determined by differential leveling and
 PQ1556.adjusted in June 1995.
 PQ1556
 PQ1556.Photographs are available for this station.
 PQ1556
 PQ1556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1556
 PQ1556.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1556
 PQ1556.The ellipsoidal height was determined by GPS observations
 PQ1556.and is referenced to NAD 83.
 PQ1556
 PQ1556.The dynamic height is computed by dividing the NAVD 88
 PQ1556.geopotential number by the normal gravity value computed on the
 PQ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1556.degrees latitude (g = 980.6199 gals.).
 PQ1556
 PQ1556.The modeled gravity was interpolated from observed gravity values.
 PQ1556
 PQ1556. The following values were computed from the NAD 83(2007) position.
 PQ1556
 PQ1556;                    North         East     Units Scale Factor Converg.
 PQ1556;SPC MN S     -   307,094.182   773,570.272   MT  0.99994195   -0 14 03.9
 PQ1556;SPC MN S     - 1,007,524.83  2,537,955.13   sFT  0.99994195   -0 14 03.9
 PQ1556;UTM  15      - 4,968,635.160   394,576.745   MT  0.99973666   -0 56 29.1
 PQ1556
 PQ1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1556!SPC MN S     -   0.99995367  x   0.99994195  =   0.99989562
 PQ1556!UTM  15      -   0.99995367  x   0.99973666  =   0.99969034
 PQ1556
 PQ1556:                Primary Azimuth Mark                     Grid Az
 PQ1556:SPC MN S     -  4307 AE                                  138 59 05.8
 PQ1556:UTM  15      -  4307 AE                                  139 41 31.0
 PQ1556
 PQ1556|---------------------------------------------------------------------|
 PQ1556| PID    Reference Object                     Distance      Geod. Az  |
 PQ1556|                                                           dddmmss.s |
 PQ1556| PQ1558 4307 AE                             APPROX. 1.3 KM 1384501.9 |
 PQ1556|---------------------------------------------------------------------|
 PQ1556
 PQ1556                          SUPERSEDED SURVEY CONTROL
 PQ1556
 PQ1556  NAD 83(1996)-  44 51 48.01294(N)    094 20 03.94642(W) AD(       ) 1
 PQ1556  ELLIP H (12/03/03)  295.575  (m)                       GP(       ) 4 1
 PQ1556  NAVD 88 (12/03/03)  322.97   (m)         1059.6    (f) LEVELING    3  
 PQ1556
 PQ1556.Superseded values are not recommended for survey control.
 PQ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1556.See file dsdata.txt to determine how the superseded data were derived.
 PQ1556
 PQ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9457668635(NAD 83)
 PQ1556
 PQ1556_MARKER: DV = VERTICAL CONTROL DISK
 PQ1556_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1556_SP_SET: ALUMINUM ALLOY ROD
 PQ1556_STAMPING: 4307 AF 1987
 PQ1556_MARK LOGO: MNDT  
 PQ1556_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1556_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1556+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1556
 PQ1556  HISTORY     - Date     Condition        Report By
 PQ1556  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1556  HISTORY     - 19960401 GOOD             MNDT
 PQ1556  HISTORY     - 20001120 GOOD             MNDT
 PQ1556  HISTORY     - 20090930 GOOD             MNDT
 PQ1556
 PQ1556                          STATION DESCRIPTION
 PQ1556
 PQ1556'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1556'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE CITY OF
 PQ1556'HUTCHINSON IN THE SW 1/4 OF SECTION 9, T116N, R29W, 2.8 MI (4.5 KM)
 PQ1556'SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM ITS SOUTH JUNCTION WITH TRUNK
 PQ1556'HIGHWAY 15 IN HUTCHINSON TO THE JUNCTION OF A GRAVEL ROAD EAST.  THE
 PQ1556'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1556'STAMPED---4307 AF 1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER
 PQ1556'BY 20-FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT (6.1 CM)
 PQ1556'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET (0.6 M) BELOW THE
 PQ1556'LEVEL OF THE GRAVEL ROAD.  THE MARK IS 250.0 FEET (76.2 M) NORTHEAST
 PQ1556'OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 118.95, 38.5 FEET
 PQ1556'(11.7 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 3.6 FEET (1.1 M)
 PQ1556'NORTH OF A POWER POLE, 4.4 FEET (1.3 M) NORTH OF ANOTHER POWER POLE
 PQ1556'AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1556'DISK MAKES THE MARK MAGNETIC.
 PQ1556
 PQ1556                          STATION RECOVERY (1996)
 PQ1556
 PQ1556'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PQ1556'MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS FLUSH.
 PQ1556
 PQ1556                          STATION RECOVERY (2000)
 PQ1556
 PQ1556'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1556'THE MARK IS NOW IN A FIELD, 2.2 MI (3.5 KM) SOUTH OF JCT OF TH 22 AND
 PQ1556'TH 7 ON THE EAST SIDE OF HUTCHINGSON, 250 FT (76.2 M) SW OF TH 22 AT
 PQ1556'MP 119, 223.3 FT (68.1 M) SOUTH OF CO RD 8 (AIRPORT RD) , 38.5 FT
 PQ1556'(11.7 M) NORTH OF GRAVEL RD, 205 FT (62.5 M) EAST OF ADAMS ST SW, 1 FT
 PQ1556'(0.3 M) WEST OF WIT POST.
 PQ1556
 PQ1556                          STATION RECOVERY (2009)
 PQ1556
 PQ1556'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 PQ1556'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1555 ***********************************************************************
 PQ1555  DESIGNATION -  4307 AG
 PQ1555  PID         -  PQ1555
 PQ1555  STATE/COUNTY-  MN/MCLEOD
 PQ1555  COUNTRY     -  US
 PQ1555  USGS QUAD   -  BISCAY (1982)
 PQ1555
 PQ1555                         *CURRENT SURVEY CONTROL
 PQ1555  ______________________________________________________________________
 PQ1555* NAD 83(1986) POSITION- 44 52 16.     (N) 094 20 47.     (W)   SCALED    
 PQ1555* NAVD 88 ORTHO HEIGHT -   317.751  (meters)    1042.49  (feet) ADJUSTED  
 PQ1555  ______________________________________________________________________
 PQ1555  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 PQ1555  DYNAMIC HEIGHT  -        317.721 (meters)     1042.39  (feet) COMP
 PQ1555  MODELED GRAVITY -    980,511.6   (mgal)                       NAVD 88
 PQ1555
 PQ1555  VERT ORDER      -  SECOND    CLASS I
 PQ1555
 PQ1555.The horizontal coordinates were scaled from a topographic map and have
 PQ1555.an estimated accuracy of +/- 6 seconds.
 PQ1555.
 PQ1555.The orthometric height was determined by differential leveling and
 PQ1555.adjusted in June 2004.
 PQ1555
 PQ1555.The dynamic height is computed by dividing the NAVD 88
 PQ1555.geopotential number by the normal gravity value computed on the
 PQ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1555.degrees latitude (g = 980.6199 gals.).
 PQ1555
 PQ1555.The modeled gravity was interpolated from observed gravity values.
 PQ1555
 PQ1555;                    North         East    Units  Estimated Accuracy
 PQ1555;SPC MN S     -   307,960.      772,630.      MT  (+/- 180 meters Scaled)
 PQ1555
 PQ1555                          SUPERSEDED SURVEY CONTROL
 PQ1555
 PQ1555  NAVD 88 (06/15/95)  317.742  (m)         1042.46   (f) SUPERSEDED  2 1
 PQ1555
 PQ1555.Superseded values are not recommended for survey control.
 PQ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1555.See file dsdata.txt to determine how the superseded data were derived.
 PQ1555
 PQ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK936695(NAD 83)
 PQ1555
 PQ1555_MARKER: DV = VERTICAL CONTROL DISK
 PQ1555_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1555_SP_SET: ALUMINUM ALLOY ROD
 PQ1555_STAMPING: 4307 AG 1987
 PQ1555_MARK LOGO: MNDT  
 PQ1555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1555+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 PQ1555
 PQ1555  HISTORY     - Date     Condition        Report By
 PQ1555  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1555  HISTORY     - 19960401 GOOD             MNDT
 PQ1555
 PQ1555                          STATION DESCRIPTION
 PQ1555
 PQ1555'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1555'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF THE CITY OF
 PQ1555'HUTCHINSON IN THE NW 1/4 OF SECTION 8, T116N, R29W, 2.2 MI (3.5 KM)
 PQ1555'SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM ITS SOUTH JUNCTION WITH TRUNK
 PQ1555'HIGHWAY 15 (WASHINGTON STREET) IN HUTCHINSON.  THE MARK, A STANDARD
 PQ1555'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4307 AG
 PQ1555'1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY 20-FOOT LONG
 PQ1555'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT
 PQ1555'(0.3 M) ABOVE THE LEVEL OF THE HIGHWAY. THE MARK IS 119.7 FEET
 PQ1555'(36.5 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT
 PQ1555'119.55, 75.0 FEET (22.9 M) SOUTHWEST OF A POWER POLE AND 5.6 FEET
 PQ1555'(1.7 M) SOUTHWEST OF THE SOUTH STEEL SIGN POST WITH A WITNESS SIGN.
 PQ1555'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1555
 PQ1555                          STATION RECOVERY (1996)
 PQ1555
 PQ1555'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PQ1555'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1554 ***********************************************************************
 PQ1554  DESIGNATION -  4307 AH
 PQ1554  PID         -  PQ1554
 PQ1554  STATE/COUNTY-  MN/MCLEOD
 PQ1554  COUNTRY     -  US
 PQ1554  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1554
 PQ1554                         *CURRENT SURVEY CONTROL
 PQ1554  ______________________________________________________________________
 PQ1554* NAD 83(1986) POSITION- 44 52 35.     (N) 094 21 23.     (W)   SCALED    
 PQ1554* NAVD 88 ORTHO HEIGHT -   317.604  (meters)    1042.01  (feet) ADJUSTED  
 PQ1554  ______________________________________________________________________
 PQ1554  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 PQ1554  DYNAMIC HEIGHT  -        317.573 (meters)     1041.90  (feet) COMP
 PQ1554  MODELED GRAVITY -    980,512.5   (mgal)                       NAVD 88
 PQ1554
 PQ1554  VERT ORDER      -  SECOND    CLASS I
 PQ1554
 PQ1554.The horizontal coordinates were scaled from a topographic map and have
 PQ1554.an estimated accuracy of +/- 6 seconds.
 PQ1554.
 PQ1554.The orthometric height was determined by differential leveling and
 PQ1554.adjusted in June 1995.
 PQ1554
 PQ1554.The dynamic height is computed by dividing the NAVD 88
 PQ1554.geopotential number by the normal gravity value computed on the
 PQ1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1554.degrees latitude (g = 980.6199 gals.).
 PQ1554
 PQ1554.The modeled gravity was interpolated from observed gravity values.
 PQ1554
 PQ1554;                    North         East    Units  Estimated Accuracy
 PQ1554;SPC MN S     -   308,550.      771,840.      MT  (+/- 180 meters Scaled)
 PQ1554
 PQ1554                          SUPERSEDED SURVEY CONTROL
 PQ1554
 PQ1554.No superseded survey control is available for this station.
 PQ1554
 PQ1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK928701(NAD 83)
 PQ1554
 PQ1554_MARKER: DV = VERTICAL CONTROL DISK
 PQ1554_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1554+WITH SETTING: PAVEMENT
 PQ1554_SP_SET: FLAGPOLE BASE
 PQ1554_STAMPING: 4307 AH 1987
 PQ1554_MARK LOGO: MNDT  
 PQ1554_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1554+STABILITY: SURFACE MOTION
 PQ1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1554+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1996
 PQ1554
 PQ1554  HISTORY     - Date     Condition        Report By
 PQ1554  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1554  HISTORY     - 19960401 GOOD             MNDT
 PQ1554
 PQ1554                          STATION DESCRIPTION
 PQ1554
 PQ1554'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1554'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF THE CITY OF
 PQ1554'HUTCHINSON IN THE NE 1/4 OF SECTION 7, T116N, R29W, 1.45 MI
 PQ1554'(2.33 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE SOUTH JUNCTION OF
 PQ1554'TRUNK HIGHWAY 15 (WASHINGTON STREET) IN HUTCHINSON TO THE NATIONAL
 PQ1554'GUARD ARMORY.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1554'MONUMENT DISK STAMPED---4307 AH 1987---, IS SET IN A DRILL HOLE IN
 PQ1554'THE TOP OF THE CONCRETE BASE OF THE FLAGPOLE FOR THE ARMORY AND IS
 PQ1554'ABOUT 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND.  THE MARK IS
 PQ1554'43.0 FEET (13.1 M) NORTH OF THE MAIN ENTRANCE DOORS TO THE ARMORY,
 PQ1554'15.4 FEET (4.7 M) SOUTH-SOUTHWEST OF THE SOUTH END OF THE SIDEWALK
 PQ1554'AND 1.3 FEET (0.4 M) NORTH-NORTHEAST OF THE FLAGPOLE.
 PQ1554
 PQ1554                          STATION RECOVERY (1996)
 PQ1554
 PQ1554'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 PQ1554'MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1552 ***********************************************************************
 PQ1552  DESIGNATION -  4307 AJ
 PQ1552  PID         -  PQ1552
 PQ1552  STATE/COUNTY-  MN/MCLEOD
 PQ1552  COUNTRY     -  US
 PQ1552  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1552
 PQ1552                         *CURRENT SURVEY CONTROL
 PQ1552  ______________________________________________________________________
 PQ1552* NAD 83(1986) POSITION- 44 53 03.70   (N) 094 21 54.60   (W)   HD_HELD1  
 PQ1552* NAVD 88 ORTHO HEIGHT -   318.953  (meters)    1046.43  (feet) ADJUSTED  
 PQ1552  ______________________________________________________________________
 PQ1552  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 PQ1552  DYNAMIC HEIGHT  -        318.923 (meters)     1046.33  (feet) COMP
 PQ1552  MODELED GRAVITY -    980,513.7   (mgal)                       NAVD 88
 PQ1552
 PQ1552  VERT ORDER      -  SECOND    CLASS I
 PQ1552
 PQ1552.The horizontal coordinates were established by differentially corrected
 PQ1552.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1552.
 PQ1552.The orthometric height was determined by differential leveling and
 PQ1552.adjusted in March 2011.
 PQ1552
 PQ1552.The dynamic height is computed by dividing the NAVD 88
 PQ1552.geopotential number by the normal gravity value computed on the
 PQ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1552.degrees latitude (g = 980.6199 gals.).
 PQ1552
 PQ1552.The modeled gravity was interpolated from observed gravity values.
 PQ1552
 PQ1552;                    North         East    Units  Estimated Accuracy
 PQ1552;SPC MN S     -   309,440.8     771,151.6     MT  (+/- 3 meters HH1 GPS) 
 PQ1552
 PQ1552                          SUPERSEDED SURVEY CONTROL
 PQ1552
 PQ1552  NAVD 88 (06/15/95)  318.950  (m)         1046.42   (f) SUPERSEDED  2 1
 PQ1552
 PQ1552.Superseded values are not recommended for survey control.
 PQ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1552.See file dsdata.txt to determine how the superseded data were derived.
 PQ1552
 PQ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9218771010(NAD 83)
 PQ1552
 PQ1552_MARKER: DV = VERTICAL CONTROL DISK
 PQ1552_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1552_SP_SET: SIGN BASE
 PQ1552_STAMPING: 4307 AJ 1987
 PQ1552_MARK LOGO: MNDT  
 PQ1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1552+STABILITY: SURFACE MOTION
 PQ1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1552+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1552
 PQ1552  HISTORY     - Date     Condition        Report By
 PQ1552  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1552  HISTORY     - 20090930 GOOD             MNDT
 PQ1552
 PQ1552                          STATION DESCRIPTION
 PQ1552
 PQ1552'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1552'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON IN THE SE 1/4 OF SECTION
 PQ1552'6, T116N, R29W, 0.7 MILE (1.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22
 PQ1552'FROM ITS SOUTH JUNCTION WITH TRUNK HIGHWAY 15 (WASHINGTON AVENUE) IN
 PQ1552'HUTCHINSON.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1552'STAMPED---4307 AJ 1987---, IS SET IN A DRILL HOLE IN THE TOP OF THE
 PQ1552'SOUTHEAST CORNER OF A 5-FOOT BY 5-FOOT SIGN BASE WHICH IS ABOUT 1
 PQ1552'FOOT (0.3 M) ABOVE THE LEVEL OF HIGHWAY 22.  THE MARK IS 47.0 FEET
 PQ1552'(14.3 M) WEST OF THE CENTERLINE OF HIGHWAY 22 (ADAMS STREET) AT
 PQ1552'MILEPOINT 121.05, 93.6 FEET (28.5 M) NORTH OF THE NORTHEAST CORNER OF
 PQ1552'A BRICK AND BLOCK BUILDING (JONATHANS DINER), AND 3.0 FEET (0.9 M)
 PQ1552'SOUTHEAST OF THE CENTER OF THE SIGN (FOOD AND FUEL).
 PQ1552
 PQ1552                          STATION RECOVERY (2009)
 PQ1552
 PQ1552'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 PQ1552'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 CJ8107 ***********************************************************************
 CJ8107  DESIGNATION -  4307 AK
 CJ8107  PID         -  CJ8107
 CJ8107  STATE/COUNTY-  MN/MCLEOD
 CJ8107  COUNTRY     -  US
 CJ8107  USGS QUAD   -  BISCAY (1982)
 CJ8107
 CJ8107                         *CURRENT SURVEY CONTROL
 CJ8107  ______________________________________________________________________
 CJ8107* NAD 83(1986) POSITION- 44 52 25.     (N) 094 20 06.     (W)   SCALED    
 CJ8107* NAVD 88 ORTHO HEIGHT -   322.530  (meters)    1058.17  (feet) ADJUSTED  
 CJ8107  ______________________________________________________________________
 CJ8107  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 CJ8107  DYNAMIC HEIGHT  -        322.499 (meters)     1058.07  (feet) COMP
 CJ8107  MODELED GRAVITY -    980,511.7   (mgal)                       NAVD 88
 CJ8107
 CJ8107  VERT ORDER      -  SECOND    CLASS I
 CJ8107
 CJ8107.The horizontal coordinates were scaled from a topographic map and have
 CJ8107.an estimated accuracy of +/- 6 seconds.
 CJ8107.
 CJ8107.The orthometric height was determined by differential leveling and
 CJ8107.adjusted in June 2004.
 CJ8107
 CJ8107.No vertical observational check was made to the station.
 CJ8107
 CJ8107.The dynamic height is computed by dividing the NAVD 88
 CJ8107.geopotential number by the normal gravity value computed on the
 CJ8107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ8107.degrees latitude (g = 980.6199 gals.).
 CJ8107
 CJ8107.The modeled gravity was interpolated from observed gravity values.
 CJ8107
 CJ8107;                    North         East    Units  Estimated Accuracy
 CJ8107;SPC MN S     -   308,240.      773,530.      MT  (+/- 180 meters Scaled)
 CJ8107
 CJ8107                          SUPERSEDED SURVEY CONTROL
 CJ8107
 CJ8107.No superseded survey control is available for this station.
 CJ8107
 CJ8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK945697(NAD 83)
 CJ8107
 CJ8107_MARKER: DD = SURVEY DISK
 CJ8107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 CJ8107_STAMPING: 4307 AK 1996
 CJ8107_MARK LOGO: MNDT  
 CJ8107_PROJECTION: FLUSH
 CJ8107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CJ8107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ8107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CJ8107+SATELLITE: SATELLITE OBSERVATIONS - 1996
 CJ8107_ROD/PIPE-DEPTH:  7.6 meters
 CJ8107
 CJ8107  HISTORY     - Date     Condition        Report By
 CJ8107  HISTORY     - 1996     MONUMENTED       MNDT
 CJ8107
 CJ8107                          STATION DESCRIPTION
 CJ8107
 CJ8107'DESCRIBED BY MN DEPT OF TRANSP 1996 (DKH)
 CJ8107'THE MARK IS 2.0 MI (3.2 KM) SE OF HUTCHINSON, 3.1 MI (5.0 KM) SE ALONG
 CJ8107'TH 22 FROM JCT OF TH 7 AND TH 22 IN HUTCHINSON TO TH 22 MP 118.95
 CJ8107'THENCE 0.7 MI (1.1 KM) NORTH ON PAGE AVE, 29.0 FT (8.8 M) EAST OF PAGE
 CJ8107'AVE, 7.0 FT (2.1 M) SSW OF P-POLE, 1.2 FT (0.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9763 ***********************************************************************
 DL9763  DESIGNATION -  4307 AL RESET
 DL9763  PID         -  DL9763
 DL9763  STATE/COUNTY-  MN/MCLEOD
 DL9763  COUNTRY     -  US
 DL9763  USGS QUAD   -  HUTCHINSON EAST (1994)
 DL9763
 DL9763                         *CURRENT SURVEY CONTROL
 DL9763  ______________________________________________________________________
 DL9763* NAD 83(2007) POSITION- 44 53 13.22858(N) 094 20 52.31736(W)   ADJUSTED  
 DL9763* NAD 83(2007) ELLIP HT-   299.704 (meters)        (07/16/10)   ADJUSTED
 DL9763* NAD 83(2007) EPOCH   -  2002.00
 DL9763* NAVD 88 ORTHO HEIGHT -   327.071  (meters)    1073.07  (feet) ADJUSTED  
 DL9763  ______________________________________________________________________
 DL9763  NAD 83(2007) X  -   -343,175.118 (meters)                     COMP
 DL9763  NAD 83(2007) Y  - -4,513,646.415 (meters)                     COMP
 DL9763  NAD 83(2007) Z  -  4,478,672.106 (meters)                     COMP
 DL9763  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC09
 DL9763  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DL9763  DYNAMIC HEIGHT  -        327.041 (meters)     1072.97  (feet) COMP
 DL9763  MODELED GRAVITY -    980,513.9   (mgal)                       NAVD 88
 DL9763
 DL9763  HORZ ORDER      -  FIRST
 DL9763  VERT ORDER      -  SECOND    CLASS I
 DL9763  ELLP ORDER      -  THIRD     CLASS II
 DL9763
 DL9763.The horizontal coordinates were established by GPS observations
 DL9763.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9763
 DL9763.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9763.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9763
 DL9763.The horizontal coordinates are valid at the epoch date displayed above
 DL9763.which is a decimal equivalence of Year/Month/Day.
 DL9763
 DL9763.The orthometric height was determined by differential leveling and
 DL9763.adjusted in March 2011.
 DL9763
 DL9763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9763
 DL9763.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9763
 DL9763.The ellipsoidal height was determined by GPS observations
 DL9763.and is referenced to NAD 83.
 DL9763
 DL9763.The dynamic height is computed by dividing the NAVD 88
 DL9763.geopotential number by the normal gravity value computed on the
 DL9763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9763.degrees latitude (g = 980.6199 gals.).
 DL9763
 DL9763.The modeled gravity was interpolated from observed gravity values.
 DL9763
 DL9763. The following values were computed from the NAD 83(2007) position.
 DL9763
 DL9763;                    North         East     Units Scale Factor Converg.
 DL9763;SPC MN S     -   309,728.968   772,519.621   MT  0.99994465   -0 14 37.8
 DL9763;SPC MN S     - 1,016,169.12  2,534,508.12   sFT  0.99994465   -0 14 37.8
 DL9763;UTM  15      - 4,971,282.169   393,558.905   MT  0.99973932   -0 57 04.7
 DL9763
 DL9763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9763!SPC MN S     -   0.99995301  x   0.99994465  =   0.99989766
 DL9763!UTM  15      -   0.99995301  x   0.99973932  =   0.99969234
 DL9763
 DL9763                          SUPERSEDED SURVEY CONTROL
 DL9763
 DL9763  NAVD 88 (07/16/10)  327.07   (m)         1073.1    (f) LEVELING    3  
 DL9763
 DL9763.Superseded values are not recommended for survey control.
 DL9763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9763.See file dsdata.txt to determine how the superseded data were derived.
 DL9763
 DL9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9355871282(NAD 83)
 DL9763
 DL9763_MARKER: I = METAL ROD
 DL9763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9763_STAMPING: 4307 AL RESET 1996 2009
 DL9763_MARK LOGO: MNDT  
 DL9763_PROJECTION: RECESSED 15 CENTIMETERS
 DL9763_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9763+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9763_ROD/PIPE-DEPTH:  6.1 meters
 DL9763
 DL9763  HISTORY     - Date     Condition        Report By
 DL9763  HISTORY     - 20090625 MONUMENTED       MNDT
 DL9763  HISTORY     - 20090930 GOOD             MNDT
 DL9763
 DL9763                          STATION DESCRIPTION
 DL9763
 DL9763'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9763'THE MARK IS 1.0 MILE SOUTHEAST OF HUTCHINSON, 0.65 MILE SOUTH ALONG
 DL9763'TRUNK HIGHWAY 22 FROM THE EAST JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DL9763'HIGHWAY 7 TO TRUNK HIGHWAY 22 MILEPOINT 120.55, THEN 0.7 MILE WEST ON
 DL9763'5TH AVENUE SOUTHEAST, 98.1 FEET NORTHEAST OF FIRE HYDRANT, 70.0 FEET
 DL9763'SOUTHWEST OF POWER POLE, 30 FEET NORTH OF 5TH AVENUE SOUTHEAST, 1.6
 DL9763'FEET EAST OF WITNESS POST.
 DL9763
 DL9763                          STATION RECOVERY (2009)
 DL9763
 DL9763'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 CJ8113 ***********************************************************************
 CJ8113  DESIGNATION -  4307 AM
 CJ8113  PID         -  CJ8113
 CJ8113  STATE/COUNTY-  MN/MCLEOD
 CJ8113  COUNTRY     -  US
 CJ8113  USGS QUAD   -  BISCAY (1982)
 CJ8113
 CJ8113                         *CURRENT SURVEY CONTROL
 CJ8113  ______________________________________________________________________
 CJ8113* NAD 83(1986) POSITION- 44 51 44.00   (N) 094 20 12.00   (W)   HD_HELD1  
 CJ8113* NAVD 88 ORTHO HEIGHT -   321.656  (meters)    1055.30  (feet) ADJUSTED  
 CJ8113  ______________________________________________________________________
 CJ8113  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 CJ8113  DYNAMIC HEIGHT  -        321.624 (meters)     1055.19  (feet) COMP
 CJ8113  MODELED GRAVITY -    980,510.2   (mgal)                       NAVD 88
 CJ8113
 CJ8113  VERT ORDER      -  SECOND    CLASS I
 CJ8113
 CJ8113.The horizontal coordinates were established by differentially corrected
 CJ8113.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 CJ8113.
 CJ8113.The orthometric height was determined by differential leveling and
 CJ8113.adjusted in March 2011.
 CJ8113
 CJ8113.No vertical observational check was made to the station.
 CJ8113
 CJ8113.Photographs are available for this station.
 CJ8113
 CJ8113.The dynamic height is computed by dividing the NAVD 88
 CJ8113.geopotential number by the normal gravity value computed on the
 CJ8113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CJ8113.degrees latitude (g = 980.6199 gals.).
 CJ8113
 CJ8113.The modeled gravity was interpolated from observed gravity values.
 CJ8113
 CJ8113;                    North         East    Units  Estimated Accuracy
 CJ8113;SPC MN S     -   306,971.0     773,393.0     MT  (+/- 3 meters HH1 GPS) 
 CJ8113
 CJ8113                          SUPERSEDED SURVEY CONTROL
 CJ8113
 CJ8113  NAVD 88 (06/02/04)  321.653  (m)         1055.29   (f) SUPERSEDED  2 1
 CJ8113
 CJ8113.Superseded values are not recommended for survey control.
 CJ8113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CJ8113.See file dsdata.txt to determine how the superseded data were derived.
 CJ8113
 CJ8113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9439768514(NAD 83)
 CJ8113
 CJ8113_MARKER: DV = VERTICAL CONTROL DISK
 CJ8113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CJ8113_SP_SET: BRIDGE ABUTMENT
 CJ8113_STAMPING: 4307 AM 1996
 CJ8113_MARK LOGO: MNDT  
 CJ8113_MAGNETIC: N = NO MAGNETIC MATERIAL
 CJ8113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CJ8113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CJ8113+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 CJ8113
 CJ8113  HISTORY     - Date     Condition        Report By
 CJ8113  HISTORY     - 1992     MONUMENTED       MNDT
 CJ8113  HISTORY     - 19960401 GOOD             MNDT
 CJ8113  HISTORY     - 20090930 GOOD             MNDT
 CJ8113
 CJ8113                          STATION DESCRIPTION
 CJ8113
 CJ8113'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 CJ8113'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.5 MI (4.0 KM)
 CJ8113'SE OF HUTCHINSON, 2.20 MI (3.54 KM) SOUTH ALONG TH 22 FROM JCT OF TH
 CJ8113'22 AND TH 7 ON EAST SIDE OF HUTCHINSON, AT TH 22 MP 119.0, THENCE 0.20
 CJ8113'MI (0.32 KM) EAST ON CO RD 8, IN ABUT AT SE COR OF CO RD 8 BRDG NO
 CJ8113'43528 OVER SOUTH FORK CROW RIVER, 250 FT (76.2 M) SW OF TH 22, 22.8 FT
 CJ8113'(6.9 M) SE OF CO RD 8, NOT SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN
 CJ8113'BUILT IN 1992 THEN STAMPED IN 1996 WHEN LEVELED TO.
 CJ8113
 CJ8113                          STATION RECOVERY (2009)
 CJ8113
 CJ8113'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 CJ8113'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9245 ***********************************************************************
 DF9245  DESIGNATION -  4307 AN
 DF9245  PID         -  DF9245
 DF9245  STATE/COUNTY-  MN/MCLEOD
 DF9245  COUNTRY     -  US
 DF9245  USGS QUAD   -  GLENCOE (1982)
 DF9245
 DF9245                         *CURRENT SURVEY CONTROL
 DF9245  ______________________________________________________________________
 DF9245* NAD 83(2007) POSITION- 44 47 26.12729(N) 094 10 54.99381(W)   ADJUSTED  
 DF9245* NAD 83(2007) ELLIP HT-   287.867 (meters)        (02/10/07)   ADJUSTED
 DF9245* NAD 83(2007) EPOCH   -  2002.00
 DF9245* NAVD 88 ORTHO HEIGHT -   315.495  (meters)    1035.09  (feet) ADJUSTED  
 DF9245  ______________________________________________________________________
 DF9245  NAD 83(2007) X  -   -330,652.960 (meters)                     COMP
 DF9245  NAD 83(2007) Y  - -4,522,148.235 (meters)                     COMP
 DF9245  NAD 83(2007) Z  -  4,471,065.693 (meters)                     COMP
 DF9245  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC09
 DF9245  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DF9245  DYNAMIC HEIGHT  -        315.461 (meters)     1034.97  (feet) COMP
 DF9245  MODELED GRAVITY -    980,499.8   (mgal)                       NAVD 88
 DF9245
 DF9245  VERT ORDER      -  SECOND    CLASS I
 DF9245
 DF9245  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9245  Type                                         Horiz  Ellip  Dist(km)
 DF9245  -------------------------------------------------------------------
 DF9245  NETWORK                                       0.89   0.59
 DF9245  -------------------------------------------------------------------
 DF9245  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.27      1.29
 DF9245  -------------------------------------------------------------------
 DF9245  NOTE: Click here for information on individual local accuracy
 DF9245  values and other accuracy information.
 DF9245
 DF9245
 DF9245.The horizontal coordinates were established by GPS observations
 DF9245.and adjusted by the National Geodetic Survey in February 2007.
 DF9245
 DF9245.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9245.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9245
 DF9245.The horizontal coordinates are valid at the epoch date displayed above
 DF9245.which is a decimal equivalence of Year/Month/Day.
 DF9245
 DF9245.The orthometric height was determined by differential leveling and
 DF9245.adjusted in January 2008.
 DF9245
 DF9245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9245
 DF9245.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9245
 DF9245.The ellipsoidal height was determined by GPS observations
 DF9245.and is referenced to NAD 83.
 DF9245
 DF9245.The dynamic height is computed by dividing the NAVD 88
 DF9245.geopotential number by the normal gravity value computed on the
 DF9245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9245.degrees latitude (g = 980.6199 gals.).
 DF9245
 DF9245.The modeled gravity was interpolated from observed gravity values.
 DF9245
 DF9245. The following values were computed from the NAD 83(2007) position.
 DF9245
 DF9245;                    North         East     Units Scale Factor Converg.
 DF9245;SPC MN S     -   298,972.474   785,603.185   MT  0.99993475   -0 07 39.1
 DF9245;SPC MN S     -   980,878.86  2,577,433.12   sFT  0.99993475   -0 07 39.1
 DF9245;UTM  15      - 4,960,367.572   406,506.074   MT  0.99970749   -0 49 57.9
 DF9245
 DF9245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9245!SPC MN S     -   0.99995487  x   0.99993475  =   0.99988962
 DF9245!UTM  15      -   0.99995487  x   0.99970749  =   0.99966237
 DF9245
 DF9245:                Primary Azimuth Mark                     Grid Az
 DF9245:SPC MN S     -  4307 AP                                  086 39 47.5
 DF9245:UTM  15      -  4307 AP                                  087 22 06.3
 DF9245
 DF9245|---------------------------------------------------------------------|
 DF9245| PID    Reference Object                     Distance      Geod. Az  |
 DF9245|                                                           dddmmss.s |
 DF9245| DF9246 4307 AP                             APPROX. 1.3 KM 0863208.4 |
 DF9245| PQ1576 4307 R                              APPROX. 1.6 KM 1744857.2 |
 DF9245| PQ1575 4307 S                              APPROX. 1.2 KM 2250218.4 |
 DF9245|---------------------------------------------------------------------|
 DF9245
 DF9245                          SUPERSEDED SURVEY CONTROL
 DF9245
 DF9245  NAD 83(1996)-  44 47 26.12683(N)    094 10 54.99332(W) AD(       ) 1
 DF9245  ELLIP H (12/03/03)  287.916  (m)                       GP(       ) 4 1
 DF9245  NAVD 88 (12/03/03)  315.50   (m)         1035.1    (f) LEVELING    3  
 DF9245
 DF9245.Superseded values are not recommended for survey control.
 DF9245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9245.See file dsdata.txt to determine how the superseded data were derived.
 DF9245
 DF9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0650660367(NAD 83)
 DF9245
 DF9245_MARKER: DD = SURVEY DISK
 DF9245_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9245_STAMPING: 4307 AN 2000
 DF9245_MARK LOGO: MNDT  
 DF9245_PROJECTION: RECESSED 5 CENTIMETERS
 DF9245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9245+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 DF9245_ROD/PIPE-DEPTH: 10.7 meters
 DF9245
 DF9245  HISTORY     - Date     Condition        Report By
 DF9245  HISTORY     - 2000     MONUMENTED       MNDT
 DF9245  HISTORY     - 20010103 GOOD             MNDT
 DF9245
 DF9245                          STATION DESCRIPTION
 DF9245
 DF9245'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF9245'2 MI (3.2 KM) NW OF GLENCOE, 2.6 MI (4.2 KM) NW ALONG TH 22 FROM JCT
 DF9245'OF TH 22 AND CO RD 3 AT NW EDGE OF GLENCOE TO TH 22 MP 110.6 THEN 1.05
 DF9245'MI (1.69 KM) EAST ON CO RD 15, 133 FT (40.5 M) NORTH OF CO RD 15, 27
 DF9245'FT (8.2 M) EAST OF HILTON AVE, 13.1 FT (4.0 M) NORTH OF P-POLE, 2.6 FT
 DF9245'(0.8 M) NORTH OF WIT POST.
 DF9245
 DF9245                          STATION RECOVERY (2001)
 DF9245
 DF9245'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DF9245'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9246 ***********************************************************************
 DF9246  DESIGNATION -  4307 AP
 DF9246  PID         -  DF9246
 DF9246  STATE/COUNTY-  MN/MCLEOD
 DF9246  COUNTRY     -  US
 DF9246  USGS QUAD   -  GLENCOE (1982)
 DF9246
 DF9246                         *CURRENT SURVEY CONTROL
 DF9246  ______________________________________________________________________
 DF9246* NAD 83(2007) POSITION- 44 47 28.63969(N) 094 09 56.61655(W)   ADJUSTED  
 DF9246* NAD 83(2007) ELLIP HT-   285.220 (meters)        (02/10/07)   ADJUSTED
 DF9246* NAD 83(2007) EPOCH   -  2002.00
 DF9246* NAVD 88 ORTHO HEIGHT -   312.849  (meters)    1026.41  (feet) ADJUSTED  
 DF9246  ______________________________________________________________________
 DF9246  NAD 83(2007) X  -   -329,368.978 (meters)                     COMP
 DF9246  NAD 83(2007) Y  - -4,522,185.265 (meters)                     COMP
 DF9246  NAD 83(2007) Z  -  4,471,118.870 (meters)                     COMP
 DF9246  LAPLACE CORR    -          0.56  (seconds)                    DEFLEC09
 DF9246  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DF9246  DYNAMIC HEIGHT  -        312.815 (meters)     1026.29  (feet) COMP
 DF9246  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 DF9246
 DF9246  VERT ORDER      -  SECOND    CLASS I
 DF9246
 DF9246  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9246  Type                                         Horiz  Ellip  Dist(km)
 DF9246  -------------------------------------------------------------------
 DF9246  NETWORK                                       0.83   0.57
 DF9246  -------------------------------------------------------------------
 DF9246  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.63   0.34      1.51
 DF9246  -------------------------------------------------------------------
 DF9246  NOTE: Click here for information on individual local accuracy
 DF9246  values and other accuracy information.
 DF9246
 DF9246
 DF9246.The horizontal coordinates were established by GPS observations
 DF9246.and adjusted by the National Geodetic Survey in February 2007.
 DF9246
 DF9246.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9246.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9246
 DF9246.The horizontal coordinates are valid at the epoch date displayed above
 DF9246.which is a decimal equivalence of Year/Month/Day.
 DF9246
 DF9246.The orthometric height was determined by differential leveling and
 DF9246.adjusted in January 2008.
 DF9246
 DF9246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9246
 DF9246.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9246
 DF9246.The ellipsoidal height was determined by GPS observations
 DF9246.and is referenced to NAD 83.
 DF9246
 DF9246.The dynamic height is computed by dividing the NAVD 88
 DF9246.geopotential number by the normal gravity value computed on the
 DF9246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9246.degrees latitude (g = 980.6199 gals.).
 DF9246
 DF9246.The modeled gravity was interpolated from observed gravity values.
 DF9246
 DF9246. The following values were computed from the NAD 83(2007) position.
 DF9246
 DF9246;                    North         East     Units Scale Factor Converg.
 DF9246;SPC MN S     -   299,047.295   786,886.477   MT  0.99993481   -0 06 58.2
 DF9246;SPC MN S     -   981,124.33  2,581,643.38   sFT  0.99993481   -0 06 58.2
 DF9246;UTM  15      - 4,960,426.579   407,789.896   MT  0.99970456   -0 49 16.8
 DF9246
 DF9246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9246!SPC MN S     -   0.99995528  x   0.99993481  =   0.99989010
 DF9246!UTM  15      -   0.99995528  x   0.99970456  =   0.99965986
 DF9246
 DF9246:                Primary Azimuth Mark                     Grid Az
 DF9246:SPC MN S     -  4307 AN                                  266 39 47.7
 DF9246:UTM  15      -  4307 AN                                  267 22 06.3
 DF9246
 DF9246|---------------------------------------------------------------------|
 DF9246| PID    Reference Object                     Distance      Geod. Az  |
 DF9246|                                                           dddmmss.s |
 DF9246| DF9245 4307 AN                             APPROX. 1.3 KM 2663249.5 |
 DF9246|---------------------------------------------------------------------|
 DF9246
 DF9246                          SUPERSEDED SURVEY CONTROL
 DF9246
 DF9246  NAD 83(1996)-  44 47 28.63922(N)    094 09 56.61606(W) AD(       ) 1
 DF9246  ELLIP H (12/03/03)  285.270  (m)                       GP(       ) 4 1
 DF9246  NAVD 88 (12/03/03)  312.85   (m)         1026.4    (f) LEVELING    3  
 DF9246
 DF9246.Superseded values are not recommended for survey control.
 DF9246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9246.See file dsdata.txt to determine how the superseded data were derived.
 DF9246
 DF9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0778960426(NAD 83)
 DF9246
 DF9246_MARKER: DD = SURVEY DISK
 DF9246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9246_STAMPING: 4307 AP 2000
 DF9246_MARK LOGO: MNDT  
 DF9246_PROJECTION: RECESSED 3 CENTIMETERS
 DF9246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9246+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 DF9246_ROD/PIPE-DEPTH:  6.1 meters
 DF9246
 DF9246  HISTORY     - Date     Condition        Report By
 DF9246  HISTORY     - 2000     MONUMENTED       MNDT
 DF9246  HISTORY     - 20010103 GOOD             MNDT
 DF9246
 DF9246                          STATION DESCRIPTION
 DF9246
 DF9246'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF9246'1.5 MI (2.4 KM) NORTH OF GLENCOE, 2.6 MI (4.2 KM) NW ALONG TH 22 FROM
 DF9246'JCT OF TH 22 AND CO RD 3 AT NW EDGE OF GLENCOE TO TH 22 MP 110.6 THEN
 DF9246'1.85 MI (2.98 KM) EAST ON CO RD 15 THEN 0.10 MI (0.16 KM) NORTH OF CO
 DF9246'RD 2, 58 FT (17.7 M) EAST OF CO RD 2, 1.5 FT (0.5 M) WEST OF WIT POST.
 DF9246'
 DF9246
 DF9246                          STATION RECOVERY (2001)
 DF9246
 DF9246'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DF9246'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF9257 ***********************************************************************
 DF9257  DESIGNATION -  4307 AQ
 DF9257  PID         -  DF9257
 DF9257  STATE/COUNTY-  MN/MCLEOD
 DF9257  COUNTRY     -  US
 DF9257  USGS QUAD   -  GLENCOE (1982)
 DF9257
 DF9257                         *CURRENT SURVEY CONTROL
 DF9257  ______________________________________________________________________
 DF9257* NAD 83(2007) POSITION- 44 47 24.64855(N) 094 07 49.48655(W)   ADJUSTED  
 DF9257* NAD 83(2007) ELLIP HT-   281.285 (meters)        (02/10/07)   ADJUSTED
 DF9257* NAD 83(2007) EPOCH   -  2002.00
 DF9257* NAVD 88 ORTHO HEIGHT -   308.904  (meters)    1013.46  (feet) ADJUSTED  
 DF9257  ______________________________________________________________________
 DF9257  NAD 83(2007) X  -   -326,587.747 (meters)                     COMP
 DF9257  NAD 83(2007) Y  - -4,522,471.202 (meters)                     COMP
 DF9257  NAD 83(2007) Z  -  4,471,028.659 (meters)                     COMP
 DF9257  LAPLACE CORR    -          1.69  (seconds)                    DEFLEC09
 DF9257  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 DF9257  DYNAMIC HEIGHT  -        308.871 (meters)     1013.35  (feet) COMP
 DF9257  MODELED GRAVITY -    980,501.2   (mgal)                       NAVD 88
 DF9257
 DF9257  VERT ORDER      -  SECOND    CLASS I
 DF9257
 DF9257  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF9257  Type                                         Horiz  Ellip  Dist(km)
 DF9257  -------------------------------------------------------------------
 DF9257  NETWORK                                       1.09   0.69
 DF9257  -------------------------------------------------------------------
 DF9257  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.89   0.48      2.12
 DF9257  -------------------------------------------------------------------
 DF9257  NOTE: Click here for information on individual local accuracy
 DF9257  values and other accuracy information.
 DF9257
 DF9257
 DF9257.The horizontal coordinates were established by GPS observations
 DF9257.and adjusted by the National Geodetic Survey in February 2007.
 DF9257
 DF9257.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF9257.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF9257
 DF9257.The horizontal coordinates are valid at the epoch date displayed above
 DF9257.which is a decimal equivalence of Year/Month/Day.
 DF9257
 DF9257.The orthometric height was determined by differential leveling and
 DF9257.adjusted in January 2008.
 DF9257
 DF9257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9257
 DF9257.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF9257
 DF9257.The ellipsoidal height was determined by GPS observations
 DF9257.and is referenced to NAD 83.
 DF9257
 DF9257.The dynamic height is computed by dividing the NAVD 88
 DF9257.geopotential number by the normal gravity value computed on the
 DF9257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9257.degrees latitude (g = 980.6199 gals.).
 DF9257
 DF9257.The modeled gravity was interpolated from observed gravity values.
 DF9257
 DF9257. The following values were computed from the NAD 83(2007) position.
 DF9257
 DF9257;                    North         East     Units Scale Factor Converg.
 DF9257;SPC MN S     -   298,919.040   789,680.572   MT  0.99993471   -0 05 29.1
 DF9257;SPC MN S     -   980,703.55  2,590,810.34   sFT  0.99993471   -0 05 29.1
 DF9257;UTM  15      - 4,960,263.987   410,581.550   MT  0.99969832   -0 47 47.2
 DF9257
 DF9257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9257!SPC MN S     -   0.99995590  x   0.99993471  =   0.99989061
 DF9257!UTM  15      -   0.99995590  x   0.99969832  =   0.99965423
 DF9257
 DF9257:                Primary Azimuth Mark                     Grid Az
 DF9257:SPC MN S     -  4307 AR                                  185 14 47.9
 DF9257:UTM  15      -  4307 AR                                  185 57 06.0
 DF9257
 DF9257|---------------------------------------------------------------------|
 DF9257| PID    Reference Object                     Distance      Geod. Az  |
 DF9257|                                                           dddmmss.s |
 DF9257| DF9258 4307 AR                             APPROX. 1.0 KM 1850918.8 |
 DF9257|---------------------------------------------------------------------|
 DF9257
 DF9257                          SUPERSEDED SURVEY CONTROL
 DF9257
 DF9257  NAD 83(1996)-  44 47 24.64808(N)    094 07 49.48605(W) AD(       ) 1
 DF9257  ELLIP H (12/03/03)  281.335  (m)                       GP(       ) 4 1
 DF9257  NAVD 88 (12/03/03)  308.91   (m)         1013.5    (f) LEVELING    3  
 DF9257
 DF9257.Superseded values are not recommended for survey control.
 DF9257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9257.See file dsdata.txt to determine how the superseded data were derived.
 DF9257
 DF9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1058160263(NAD 83)
 DF9257
 DF9257_MARKER: DD = SURVEY DISK
 DF9257_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF9257_STAMPING: 4307 AQ 2000
 DF9257_MARK LOGO: MNDT  
 DF9257_PROJECTION: RECESSED 5 CENTIMETERS
 DF9257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9257+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 DF9257_ROD/PIPE-DEPTH:  6.1 meters
 DF9257
 DF9257  HISTORY     - Date     Condition        Report By
 DF9257  HISTORY     - 2000     MONUMENTED       MNDT
 DF9257  HISTORY     - 20010103 GOOD             MNDT
 DF9257  HISTORY     - 20060726 GOOD             MNDT
 DF9257  HISTORY     - 20070327 GOOD             MNDT
 DF9257
 DF9257                          STATION DESCRIPTION
 DF9257
 DF9257'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF9257'1.5 MI (2.4 KM) NE OF GLENCOE, 2.6 MI (4.2 KM) NW ALONG TH 22 FROM JCT
 DF9257'OF TH 22 AND CO RD 3 AT NW EDGE OF GLENCOE TO TH 22 MP 110.6, THEN
 DF9257'3.65 MI (5.87 KM) EAST ON CO RD 15, 257 FT (78.3 M) EAST OF CO RD 15,
 DF9257'38 FT (11.6 M) NORTH OF CO RD 3, 5.3 FT (1.6 M) WEST OF P-POLE, 2.7 FT
 DF9257'(0.8 M) EAST OF WIT POST.
 DF9257
 DF9257                          STATION RECOVERY (2001)
 DF9257
 DF9257'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 DF9257'RECOVERED AS DESCRIBED.
 DF9257
 DF9257                          STATION RECOVERY (2006)
 DF9257
 DF9257'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 DF9257'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF SILVER
 DF9257'LAKE, 7.5 MI (12.1 KM) EAST-SOUTHEAST OF BISCAY AND 4.6 MI (7.4 KM)
 DF9257'WEST-NORTHWEST OF PLATO.
 DF9257' 
 DF9257'THE MARK IS 1.5 MI (2.4 KM) NORTHEAST OF GLENCOE, 2.60 MI (4.2 KM)
 DF9257'NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22
 DF9257'AND COUNTY ROAD 3 AT NORTHWEST EDGE OF GLENCOE TO TRUNK HIGHWAY 22
 DF9257'MILE POINT 110.6, THENCE 3.65 MI (5.9 KM) EAST ON COUNTY ROAD 3, 257
 DF9257'FT (78.3 M) EAST OF COUNTY ROAD 15, 38 FT (11.6 M) NORTH OF COUNTY
 DF9257'ROAD 3, 5.3 FT (1.6 M) WEST OF POWER POLE, 2.7 FT (0.8 M) EAST OF A
 DF9257'WITNESS POST.
 DF9257
 DF9257                          STATION RECOVERY (2007)
 DF9257
 DF9257'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DF9257'1.5 MILES NORTHEAST OF GLENCOE, 2.60 MILES NORTHWEST ALONG TRUNK
 DF9257'HIGHWAY 22 FROM JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 3 AT
 DF9257'NORTHWEST EDGE OF GLENCOE, TO TRUNK HIGHWAY 22 MILEPOINT 110.6, THENCE
 DF9257'3.65 MILES EAST ON COUNTY ROAD 3, 257 FEET EAST OF COUNTY ROAD 15, 38
 DF9257'FEET NORTH OF COUNTY ROAD 3, 5.3 FEET WEST OF POWER POLE, 2.7 FEET
 DF9257'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7114 ***********************************************************************
 DK7114  DESIGNATION -  4307 AR RESET
 DK7114  PID         -  DK7114
 DK7114  STATE/COUNTY-  MN/MCLEOD
 DK7114  COUNTRY     -  US
 DK7114  USGS QUAD   -  GLENCOE (1982)
 DK7114
 DK7114                         *CURRENT SURVEY CONTROL
 DK7114  ______________________________________________________________________
 DK7114* NAD 83(1986) POSITION- 44 46 52.2    (N) 094 07 53.6    (W)   HD_HELD2  
 DK7114* NAVD 88 ORTHO HEIGHT -   308.475  (meters)    1012.06  (feet) ADJUSTED  
 DK7114  ______________________________________________________________________
 DK7114  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DK7114  DYNAMIC HEIGHT  -        308.442 (meters)     1011.95  (feet) COMP
 DK7114  MODELED GRAVITY -    980,500.3   (mgal)                       NAVD 88
 DK7114
 DK7114  VERT ORDER      -  SECOND    CLASS I
 DK7114
 DK7114.The horizontal coordinates were established by autonomous hand held GPS
 DK7114.observations and have an estimated accuracy of +/- 10 meters.
 DK7114.
 DK7114.The orthometric height was determined by differential leveling and
 DK7114.adjusted in November 2008.
 DK7114
 DK7114.The dynamic height is computed by dividing the NAVD 88
 DK7114.geopotential number by the normal gravity value computed on the
 DK7114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7114.degrees latitude (g = 980.6199 gals.).
 DK7114
 DK7114.The modeled gravity was interpolated from observed gravity values.
 DK7114
 DK7114;                    North         East    Units  Estimated Accuracy
 DK7114;SPC MN S     -   297,918.      789,589.      MT  (+/- 10 meters HH2 GPS)
 DK7114
 DK7114                          SUPERSEDED SURVEY CONTROL
 DK7114
 DK7114.No superseded survey control is available for this station.
 DK7114
 DK7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1047759263(NAD 83)
 DK7114
 DK7114_MARKER: DD = SURVEY DISK
 DK7114_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7114_STAMPING: 4307 AR 2000 2006
 DK7114_MARK LOGO: MNDT  
 DK7114_PROJECTION: RECESSED 3 CENTIMETERS
 DK7114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7114+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DK7114_ROD/PIPE-DEPTH:  4.3 meters
 DK7114
 DK7114  HISTORY     - Date     Condition        Report By
 DK7114  HISTORY     - 20060726 MONUMENTED       MNDT
 DK7114
 DK7114                          STATION DESCRIPTION
 DK7114
 DK7114'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7114'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF HAMBURG,
 DK7114'7.7 MI (12.4 KM) EAST-SOUTHEAST OF BISCAY AND 4.5 MI (7.2 KM) WEST OF
 DK7114'PLATO.
 DK7114' 
 DK7114'THE MARK IS 1.0 MI (1.6 KM) NORTHEAST OF GLENCOE, 2.60 MI (4.2 KM)
 DK7114'NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22
 DK7114'AND COUNTY ROAD 3 AT NORTHWEST EDGE OF GLENCOE TO TRUNK HIGHWAY 22
 DK7114'MILE POINT 110.6, THENCE 3.65 MI (5.9 KM) EAST ON COUNTY ROAD 3,
 DK7114'THENCE 0.6 MI (1.0 KM) SOUTH ON COUNTY ROAD 15 (FALCON AVENUE), 46 FT
 DK7114'(14.0 M) EAST OF COUNTY ROAD 15, 7.5 FT (2.3 M) NORTH OF POWER POLE,
 DK7114'3.5 FT (1.1 M) NORTH OF A WITNESS POST.  THE MARK IS SET WITH A 3 FT
 DK7114'(0.9 M) 3D STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE
 DK7114'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1571 ***********************************************************************
 PQ1571  DESIGNATION -  4307 E
 PQ1571  PID         -  PQ1571
 PQ1571  STATE/COUNTY-  MN/MCLEOD
 PQ1571  COUNTRY     -  US
 PQ1571  USGS QUAD   -  GLENCOE (1982)
 PQ1571
 PQ1571                         *CURRENT SURVEY CONTROL
 PQ1571  ______________________________________________________________________
 PQ1571* NAD 83(2007) POSITION- 44 47 55.49635(N) 094 14 17.05502(W)   ADJUSTED  
 PQ1571* NAD 83(2007) ELLIP HT-   283.322 (meters)        (02/10/07)   ADJUSTED
 PQ1571* NAD 83(2007) EPOCH   -  2002.00
 PQ1571* NAVD 88 ORTHO HEIGHT -   310.932  (meters)    1020.12  (feet) ADJUSTED  
 PQ1571  ______________________________________________________________________
 PQ1571  NAD 83(2007) X  -   -335,035.344 (meters)                     COMP
 PQ1571  NAD 83(2007) Y  - -4,521,181.900 (meters)                     COMP
 PQ1571  NAD 83(2007) Z  -  4,471,705.867 (meters)                     COMP
 PQ1571  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC09
 PQ1571  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 PQ1571  DYNAMIC HEIGHT  -        310.899 (meters)     1020.01  (feet) COMP
 PQ1571  MODELED GRAVITY -    980,500.8   (mgal)                       NAVD 88
 PQ1571
 PQ1571  VERT ORDER      -  SECOND    CLASS I
 PQ1571
 PQ1571  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1571  Type                                         Horiz  Ellip  Dist(km)
 PQ1571  -------------------------------------------------------------------
 PQ1571  NETWORK                                       0.94   0.59
 PQ1571  -------------------------------------------------------------------
 PQ1571  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.75   0.33      2.30
 PQ1571  -------------------------------------------------------------------
 PQ1571  NOTE: Click here for information on individual local accuracy
 PQ1571  values and other accuracy information.
 PQ1571
 PQ1571
 PQ1571.The horizontal coordinates were established by GPS observations
 PQ1571.and adjusted by the National Geodetic Survey in February 2007.
 PQ1571
 PQ1571.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1571.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1571
 PQ1571.The horizontal coordinates are valid at the epoch date displayed above
 PQ1571.which is a decimal equivalence of Year/Month/Day.
 PQ1571
 PQ1571.The orthometric height was determined by differential leveling and
 PQ1571.adjusted in June 1995.
 PQ1571
 PQ1571.Photographs are available for this station.
 PQ1571
 PQ1571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1571
 PQ1571.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1571
 PQ1571.The ellipsoidal height was determined by GPS observations
 PQ1571.and is referenced to NAD 83.
 PQ1571
 PQ1571.The dynamic height is computed by dividing the NAVD 88
 PQ1571.geopotential number by the normal gravity value computed on the
 PQ1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1571.degrees latitude (g = 980.6199 gals.).
 PQ1571
 PQ1571.The modeled gravity was interpolated from observed gravity values.
 PQ1571
 PQ1571. The following values were computed from the NAD 83(2007) position.
 PQ1571
 PQ1571;                    North         East     Units Scale Factor Converg.
 PQ1571;SPC MN S     -   299,890.410   781,164.515   MT  0.99993547   -0 10 00.7
 PQ1571;SPC MN S     -   983,890.45  2,562,870.58   sFT  0.99993547   -0 10 00.7
 PQ1571;UTM  15      - 4,961,339.867   402,080.026   MT  0.99971790   -0 52 20.8
 PQ1571
 PQ1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1571!SPC MN S     -   0.99995558  x   0.99993547  =   0.99989105
 PQ1571!UTM  15      -   0.99995558  x   0.99971790  =   0.99967349
 PQ1571
 PQ1571|---------------------------------------------------------------------|
 PQ1571| PID    Reference Object                     Distance      Geod. Az  |
 PQ1571|                                                           dddmmss.s |
 PQ1571| PQ1570 4307 W                              396.768 METERS 31624     |
 PQ1571|---------------------------------------------------------------------|
 PQ1571
 PQ1571                          SUPERSEDED SURVEY CONTROL
 PQ1571
 PQ1571  NAD 83(1996)-  44 47 55.49586(N)    094 14 17.05451(W) AD(       ) 1
 PQ1571  ELLIP H (12/03/03)  283.370  (m)                       GP(       ) 4 1
 PQ1571  NAVD 88 (12/03/03)  310.93   (m)         1020.1    (f) LEVELING    3  
 PQ1571
 PQ1571.Superseded values are not recommended for survey control.
 PQ1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1571.See file dsdata.txt to determine how the superseded data were derived.
 PQ1571
 PQ1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0208061339(NAD 83)
 PQ1571
 PQ1571_MARKER: DB = BENCH MARK DISK
 PQ1571_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1571_SP_SET: CONCRETE POST
 PQ1571_STAMPING: 4307 E 1987
 PQ1571_MARK LOGO: MNHD  
 PQ1571_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1571_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1571+STABILITY: SURFACE MOTION
 PQ1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1571+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2007
 PQ1571
 PQ1571  HISTORY     - Date     Condition        Report By
 PQ1571  HISTORY     - 1948     MONUMENTED       MNHD
 PQ1571  HISTORY     - 20001121 GOOD             MNDT
 PQ1571  HISTORY     - 20070319 GOOD             MNDT
 PQ1571
 PQ1571                          STATION DESCRIPTION
 PQ1571
 PQ1571'DESCRIBED BY MN HIGHWAY DEPT 1948
 PQ1571'THE MARK IS LOCATED ABOUT 4.25 MI (6.84 KM) NORTHWEST OF THE TOWN OF
 PQ1571'GLENCOE IN THE NE 1/4 OF SECTION 6, T115N, R28W, 4.8 MI (7.7 KM)
 PQ1571'WEST-NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY
 PQ1571'ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE.  THE
 PQ1571'MARK A STANDARD MNDT BENCH MARK DISK STAMPED---4307 E 1987---, IS SET
 PQ1571'IN THE TOP OF A CONCRETE POST THAT IS BURIED 0.3 FOOT (9.1 CM) BELOW
 PQ1571'THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET (0.9 M) BELOW THE LEVEL
 PQ1571'OF HIGHWAY 22.  THE MARK IS 49.6 FEET (15.1 M) SOUTHWEST OF THE
 PQ1571'CENTERLINE OF HIGHWAY 22 AT MILEPOINT 112.4, 72.0 FEET (21.9 M)
 PQ1571'SOUTHEAST OF A POWER POLE WITH ANCHOR WIRES, 116.6 FEET (35.5 M)
 PQ1571'NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND 0.6 FOOT (18.3 CM)
 PQ1571'NORTHEAST OF A STEEL WITNESS POST.
 PQ1571
 PQ1571                          STATION RECOVERY (2000)
 PQ1571
 PQ1571'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1571'RECOVERED 4.8 MI (7.7 KM) NW ON TH 22 FROM JCT OF TH 22 AND CO RD 3-CO
 PQ1571'RD 83 IN GLENCOE, 51 FT (15.5 M) SW OF TH 22, AT TH 22 MP 112.4, 78.6
 PQ1571'FT (24.0 M) SSW OF P-POLE, 0.6 FT (18.3 CM) NE OF WIT POST, RECESSED 2
 PQ1571'INCHES.
 PQ1571
 PQ1571                          STATION RECOVERY (2007)
 PQ1571
 PQ1571'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJG)
 PQ1571'4.8 MILES WEST-NORTHWEST ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK
 PQ1571'HIGHWAY 22 AND COUNTY ROAD 3-COUNTY ROAD 83 IN GLENCOE, AT TRUNK
 PQ1571'HIGHWAY 22 MILEPOINT 112.4, 49.6 FEET SOUTHWEST OF TRUNK HIGHWAY 22,
 PQ1571'72 FEET SOUTHEAST OF POWER POLE WITH GUY WIRES, 116 FEET NORTHWEST OF
 PQ1571'POWER POLE WITH TRANSFORMER, 0.6 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1567 ***********************************************************************
 PQ1567  DESIGNATION -  4307 F
 PQ1567  PID         -  PQ1567
 PQ1567  STATE/COUNTY-  MN/MCLEOD
 PQ1567  COUNTRY     -  US
 PQ1567  USGS QUAD   -  BISCAY (1982)
 PQ1567
 PQ1567                         *CURRENT SURVEY CONTROL
 PQ1567  ______________________________________________________________________
 PQ1567* NAD 83(1986) POSITION- 44 48 45.     (N) 094 15 34.     (W)   SCALED    
 PQ1567* NAVD 88 ORTHO HEIGHT -   309.505  (meters)    1015.43  (feet) ADJUSTED  
 PQ1567  ______________________________________________________________________
 PQ1567  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 PQ1567  DYNAMIC HEIGHT  -        309.472 (meters)     1015.33  (feet) COMP
 PQ1567  MODELED GRAVITY -    980,502.6   (mgal)                       NAVD 88
 PQ1567
 PQ1567  VERT ORDER      -  SECOND    CLASS I
 PQ1567
 PQ1567.The horizontal coordinates were scaled from a topographic map and have
 PQ1567.an estimated accuracy of +/- 6 seconds.
 PQ1567.
 PQ1567.The orthometric height was determined by differential leveling and
 PQ1567.adjusted in June 1995.
 PQ1567
 PQ1567.The dynamic height is computed by dividing the NAVD 88
 PQ1567.geopotential number by the normal gravity value computed on the
 PQ1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1567.degrees latitude (g = 980.6199 gals.).
 PQ1567
 PQ1567.The modeled gravity was interpolated from observed gravity values.
 PQ1567
 PQ1567;                    North         East    Units  Estimated Accuracy
 PQ1567;SPC MN S     -   301,420.      779,480.      MT  (+/- 180 meters Scaled)
 PQ1567
 PQ1567                          SUPERSEDED SURVEY CONTROL
 PQ1567
 PQ1567.No superseded survey control is available for this station.
 PQ1567
 PQ1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK004628(NAD 83)
 PQ1567
 PQ1567_MARKER: DB = BENCH MARK DISK
 PQ1567_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1567_SP_SET: CULVERT
 PQ1567_STAMPING: 4307 F 1987
 PQ1567_MARK LOGO: MNDT  
 PQ1567_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1567+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1567
 PQ1567  HISTORY     - Date     Condition        Report By
 PQ1567  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1567  HISTORY     - 20001121 GOOD             MNDT
 PQ1567
 PQ1567                          STATION DESCRIPTION
 PQ1567
 PQ1567'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1567'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF THE TOWN OF
 PQ1567'GLENCOE AND ABOUT 1 MILE (1.6 KM) SOUTHEAST OF THE TOWN OF BISCAY IN
 PQ1567'THE NE 1/4 OF SECTION 36, T116N, R29W, IS 1.3 MI (2.1 KM) SOUTHEAST
 PQ1567'ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY ROAD 4 AT BISCAY
 PQ1567'TO A BOX CULVERT.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1567'STAMPED---4307 F 1987---, IS SET IN THE SOUTHEAST CORNER OF THE BOX
 PQ1567'CULVERT AND IS ABOUT 0.5 FOOT (15.2 CM) BELOW THE LEVEL OF HIGHWAY
 PQ1567'22.  THE MARK IS 22.5 FEET (6.9 M) NORTHEAST OF THE CENTERLINE OF
 PQ1567'HIGHWAY 22 AT MILEPOINT 113.8 AND 2.6 FEET (0.8 M) NORTHWEST OF A
 PQ1567'STEEL SIGN POST.
 PQ1567
 PQ1567                          STATION RECOVERY (2000)
 PQ1567
 PQ1567'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1567'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1565 ***********************************************************************
 PQ1565  DESIGNATION -  4307 G
 PQ1565  PID         -  PQ1565
 PQ1565  STATE/COUNTY-  MN/MCLEOD
 PQ1565  COUNTRY     -  US
 PQ1565  USGS QUAD   -  BISCAY (1982)
 PQ1565
 PQ1565                         *CURRENT SURVEY CONTROL
 PQ1565  ______________________________________________________________________
 PQ1565* NAD 83(1986) POSITION- 44 49 06.     (N) 094 16 01.     (W)   SCALED    
 PQ1565* NAVD 88 ORTHO HEIGHT -   309.781  (meters)    1016.34  (feet) ADJUSTED  
 PQ1565  ______________________________________________________________________
 PQ1565  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 PQ1565  DYNAMIC HEIGHT  -        309.748 (meters)     1016.23  (feet) COMP
 PQ1565  MODELED GRAVITY -    980,503.4   (mgal)                       NAVD 88
 PQ1565
 PQ1565  VERT ORDER      -  SECOND    CLASS I
 PQ1565
 PQ1565.The horizontal coordinates were scaled from a topographic map and have
 PQ1565.an estimated accuracy of +/- 6 seconds.
 PQ1565.
 PQ1565.The orthometric height was determined by differential leveling and
 PQ1565.adjusted in June 1995.
 PQ1565
 PQ1565.The dynamic height is computed by dividing the NAVD 88
 PQ1565.geopotential number by the normal gravity value computed on the
 PQ1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1565.degrees latitude (g = 980.6199 gals.).
 PQ1565
 PQ1565.The modeled gravity was interpolated from observed gravity values.
 PQ1565
 PQ1565;                    North         East    Units  Estimated Accuracy
 PQ1565;SPC MN S     -   302,070.      778,890.      MT  (+/- 180 meters Scaled)
 PQ1565
 PQ1565                          SUPERSEDED SURVEY CONTROL
 PQ1565
 PQ1565.No superseded survey control is available for this station.
 PQ1565
 PQ1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK998635(NAD 83)
 PQ1565
 PQ1565_MARKER: DB = BENCH MARK DISK
 PQ1565_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1565_SP_SET: CULVERT
 PQ1565_STAMPING: 4307 G 1987
 PQ1565_MARK LOGO: MNHD  
 PQ1565_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1565+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1565
 PQ1565  HISTORY     - Date     Condition        Report By
 PQ1565  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1565  HISTORY     - 20001121 GOOD             MNDT
 PQ1565
 PQ1565                          STATION DESCRIPTION
 PQ1565
 PQ1565'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1565'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF THE TOWN OF
 PQ1565'GLENCO AND ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF THE TOWN OF BISCAY IN
 PQ1565'THE NW 1/4 OF SECTION 36, T116N, R29W, 0.75 MILE (1.21 KM) SOUTHEAST
 PQ1565'ALONG TRUNK HIGHWAY 22 FROM ITS JUNCTION WITH COUNTY ROAD 4 AT BISCAY
 PQ1565'TO A BOX CULVERT.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1565'STAMPED---4307 G 1987---, IS SET IN THE TOP OF THE NORTHWEST CORNER
 PQ1565'OF THE HEADWALL OF THE BOX CULVERT AND IS ABOUT 1 FOOT (0.3 M) BELOW
 PQ1565'THE LEVEL OF HIGHWAY 22.  THE MARK IS 23.0 FEET (7.0 M) NORTHEAST OF
 PQ1565'THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 114.35 AND 1.2 FEET
 PQ1565'(0.4 M) NORTHWEST OF A STEEL POST.
 PQ1565
 PQ1565                          STATION RECOVERY (2000)
 PQ1565
 PQ1565'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1565'RECOVERED AS DESCRIBED 7.4 FT (2.3 M) NW OF STEEL POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1553 ***********************************************************************
 PQ1553  DESIGNATION -  4307 O
 PQ1553  PID         -  PQ1553
 PQ1553  STATE/COUNTY-  MN/MCLEOD
 PQ1553  COUNTRY     -  US
 PQ1553  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1553
 PQ1553                         *CURRENT SURVEY CONTROL
 PQ1553  ______________________________________________________________________
 PQ1553* NAD 83(1986) POSITION- 44 52 39.     (N) 094 21 32.     (W)   SCALED    
 PQ1553* NAVD 88 ORTHO HEIGHT -   316.491  (meters)    1038.35  (feet) ADJUSTED  
 PQ1553  ______________________________________________________________________
 PQ1553  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 PQ1553  DYNAMIC HEIGHT  -        316.461 (meters)     1038.26  (feet) COMP
 PQ1553  MODELED GRAVITY -    980,512.7   (mgal)                       NAVD 88
 PQ1553
 PQ1553  VERT ORDER      -  SECOND    CLASS I
 PQ1553
 PQ1553.The horizontal coordinates were scaled from a topographic map and have
 PQ1553.an estimated accuracy of +/- 6 seconds.
 PQ1553.
 PQ1553.The orthometric height was determined by differential leveling and
 PQ1553.adjusted in June 1995.
 PQ1553
 PQ1553.The dynamic height is computed by dividing the NAVD 88
 PQ1553.geopotential number by the normal gravity value computed on the
 PQ1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1553.degrees latitude (g = 980.6199 gals.).
 PQ1553
 PQ1553.The modeled gravity was interpolated from observed gravity values.
 PQ1553
 PQ1553;                    North         East    Units  Estimated Accuracy
 PQ1553;SPC MN S     -   308,680.      771,640.      MT  (+/- 180 meters Scaled)
 PQ1553
 PQ1553                          SUPERSEDED SURVEY CONTROL
 PQ1553
 PQ1553.No superseded survey control is available for this station.
 PQ1553
 PQ1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK926702(NAD 83)
 PQ1553
 PQ1553_MARKER: DB = BENCH MARK DISK
 PQ1553_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1553_SP_SET: BRIDGE ABUTMENT
 PQ1553_STAMPING: 4307 O 1987
 PQ1553_MARK LOGO: MNDT  
 PQ1553_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1553
 PQ1553  HISTORY     - Date     Condition        Report By
 PQ1553  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1553
 PQ1553                          STATION DESCRIPTION
 PQ1553
 PQ1553'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1553'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) SOUTHEAST OF THE CITY OF
 PQ1553'HUTCHINSON IN THE NE 1/4 OF SECTION 7, T116N, R29W, 1.25 MI
 PQ1553'(2.01 KM) SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM ITS SOUTH JUNCTION
 PQ1553'WITH TRUNK HIGHWAY 15 (WASHINGTON AVENUE) IN HUTCHINSON TO BRIDGE
 PQ1553'NUMBER 4913 (HIGHWAY 22 OVER THE CROW RIVER).  THE MARK, A STANDARD
 PQ1553'MNDT BENCH MARK DISK STAMPED---4307 O 1987---, IS SET IN THE
 PQ1553'SOUTHEAST CORNER OF THE SOUTHEAST BRIDGE ABUTMENT AND IS ABOUT 0.8
 PQ1553'FOOT (24.4 CM) BELOW THE LEVEL OF HIGHWAY 22.  THE MARK IS 16.0 FEET
 PQ1553'(4.9 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 120.5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1578 ***********************************************************************
 PQ1578  DESIGNATION -  4307 P
 PQ1578  PID         -  PQ1578
 PQ1578  STATE/COUNTY-  MN/MCLEOD
 PQ1578  COUNTRY     -  US
 PQ1578  USGS QUAD   -  GLENCOE (1982)
 PQ1578
 PQ1578                         *CURRENT SURVEY CONTROL
 PQ1578  ______________________________________________________________________
 PQ1578* NAD 83(1986) POSITION- 44 46 00.     (N) 094 09 30.     (W)   SCALED    
 PQ1578* NAVD 88 ORTHO HEIGHT -   304.760  (meters)     999.87  (feet) ADJUSTED  
 PQ1578  ______________________________________________________________________
 PQ1578  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 PQ1578  DYNAMIC HEIGHT  -        304.726 (meters)      999.76  (feet) COMP
 PQ1578  MODELED GRAVITY -    980,497.6   (mgal)                       NAVD 88
 PQ1578
 PQ1578  VERT ORDER      -  SECOND    CLASS I
 PQ1578
 PQ1578.The horizontal coordinates were scaled from a topographic map and have
 PQ1578.an estimated accuracy of +/- 6 seconds.
 PQ1578.
 PQ1578.The orthometric height was determined by differential leveling and
 PQ1578.adjusted in June 1995.
 PQ1578
 PQ1578.The dynamic height is computed by dividing the NAVD 88
 PQ1578.geopotential number by the normal gravity value computed on the
 PQ1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1578.degrees latitude (g = 980.6199 gals.).
 PQ1578
 PQ1578.The modeled gravity was interpolated from observed gravity values.
 PQ1578
 PQ1578;                    North         East    Units  Estimated Accuracy
 PQ1578;SPC MN S     -   296,310.      787,470.      MT  (+/- 180 meters Scaled)
 PQ1578
 PQ1578                          SUPERSEDED SURVEY CONTROL
 PQ1578
 PQ1578.No superseded survey control is available for this station.
 PQ1578
 PQ1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK083576(NAD 83)
 PQ1578
 PQ1578_MARKER: DV = VERTICAL CONTROL DISK
 PQ1578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ1578_SP_SET: STEEL SIGN POST BASE
 PQ1578_STAMPING: 4307 P 1987
 PQ1578_MARK LOGO: MNDT  
 PQ1578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1578+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 PQ1578
 PQ1578  HISTORY     - Date     Condition        Report By
 PQ1578  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1578  HISTORY     - 20001121 GOOD             MNDT
 PQ1578  HISTORY     - 20010103 GOOD             MNDT
 PQ1578
 PQ1578                          STATION DESCRIPTION
 PQ1578
 PQ1578'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1578'THE MARK IS LOCATED IN THE TOWN OF GLENCOE EAST OF TRUNK HIGHWAY 22
 PQ1578'(CHANDLER AVENUE) ABOUT MIDWAY BETWEEN 7TH AND 8TH STREETS EAST.  THE
 PQ1578'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1578'STAMPED---4307 P 1987---, IS SET IN A DRILL HOLE IN THE CONCRETE BASE
 PQ1578'FOR A WEST STEEL SIGN POST WITH A SURVEY DECAL ON IT.  THE MARK IS
 PQ1578'38.0 FEET (11.6 M) EAST OF CHANDLER AVENUE, 39.0 FEET (11.9 M)
 PQ1578'NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY BUILDING, 21.2 FEET
 PQ1578'(6.5 M) NORTH-NORTHEAST OF A LIGHT STANDARD AND 1.1 FEET (0.3 M) WEST
 PQ1578'OF THE WEST STEEL SIGN POST WITH THE SURVEY DECAL.
 PQ1578
 PQ1578                          STATION RECOVERY (2000)
 PQ1578
 PQ1578'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1578'RECOVERED AS DESCRIBED.
 PQ1578
 PQ1578                          STATION RECOVERY (2001)
 PQ1578
 PQ1578'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PQ1578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1577 ***********************************************************************
 PQ1577  DESIGNATION -  4307 Q
 PQ1577  PID         -  PQ1577
 PQ1577  STATE/COUNTY-  MN/MCLEOD
 PQ1577  COUNTRY     -  US
 PQ1577  USGS QUAD   -  GLENCOE (1982)
 PQ1577
 PQ1577                         *CURRENT SURVEY CONTROL
 PQ1577  ______________________________________________________________________
 PQ1577* NAD 83(2007) POSITION- 44 46 18.17214(N) 094 09 55.72239(W)   ADJUSTED  
 PQ1577* NAD 83(2007) ELLIP HT-   281.589 (meters)        (02/10/07)   ADJUSTED
 PQ1577* NAD 83(2007) EPOCH   -  2002.00
 PQ1577* NAVD 88 ORTHO HEIGHT -   309.249  (meters)    1014.59  (feet) ADJUSTED  
 PQ1577  ______________________________________________________________________
 PQ1577  NAD 83(2007) X  -   -329,460.491 (meters)                     COMP
 PQ1577  NAD 83(2007) Y  - -4,523,712.397 (meters)                     COMP
 PQ1577  NAD 83(2007) Z  -  4,469,572.258 (meters)                     COMP
 PQ1577  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC09
 PQ1577  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 PQ1577  DYNAMIC HEIGHT  -        309.215 (meters)     1014.48  (feet) COMP
 PQ1577  MODELED GRAVITY -    980,497.9   (mgal)                       NAVD 88
 PQ1577
 PQ1577  VERT ORDER      -  SECOND    CLASS I
 PQ1577
 PQ1577  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1577  Type                                         Horiz  Ellip  Dist(km)
 PQ1577  -------------------------------------------------------------------
 PQ1577  NETWORK                                       1.13   0.69
 PQ1577  -------------------------------------------------------------------
 PQ1577  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.92   0.46      2.70
 PQ1577  -------------------------------------------------------------------
 PQ1577  NOTE: Click here for information on individual local accuracy
 PQ1577  values and other accuracy information.
 PQ1577
 PQ1577
 PQ1577.The horizontal coordinates were established by GPS observations
 PQ1577.and adjusted by the National Geodetic Survey in February 2007.
 PQ1577
 PQ1577.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1577.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1577
 PQ1577.The horizontal coordinates are valid at the epoch date displayed above
 PQ1577.which is a decimal equivalence of Year/Month/Day.
 PQ1577
 PQ1577.The orthometric height was determined by differential leveling and
 PQ1577.adjusted in June 1995.
 PQ1577
 PQ1577.Photographs are available for this station.
 PQ1577
 PQ1577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1577
 PQ1577.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1577
 PQ1577.The ellipsoidal height was determined by GPS observations
 PQ1577.and is referenced to NAD 83.
 PQ1577
 PQ1577.The dynamic height is computed by dividing the NAVD 88
 PQ1577.geopotential number by the normal gravity value computed on the
 PQ1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1577.degrees latitude (g = 980.6199 gals.).
 PQ1577
 PQ1577.The modeled gravity was interpolated from observed gravity values.
 PQ1577
 PQ1577. The following values were computed from the NAD 83(2007) position.
 PQ1577
 PQ1577;                    North         East     Units Scale Factor Converg.
 PQ1577;SPC MN S     -   296,872.158   786,901.727   MT  0.99993314   -0 06 57.6
 PQ1577;SPC MN S     -   973,988.07  2,581,693.42   sFT  0.99993314   -0 06 57.6
 PQ1577;UTM  15      - 4,958,251.918   407,778.383   MT  0.99970458   -0 49 15.2
 PQ1577
 PQ1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1577!SPC MN S     -   0.99995585  x   0.99993314  =   0.99988899
 PQ1577!UTM  15      -   0.99995585  x   0.99970458  =   0.99966044
 PQ1577
 PQ1577:                Primary Azimuth Mark                     Grid Az
 PQ1577:SPC MN S     -  4307 R                                   292 31 05.1
 PQ1577:UTM  15      -  4307 R                                   293 13 22.7
 PQ1577
 PQ1577|---------------------------------------------------------------------|
 PQ1577| PID    Reference Object                     Distance      Geod. Az  |
 PQ1577|                                                           dddmmss.s |
 PQ1577| PQ1576 4307 R                              APPROX. 1.3 KM 2922407.5 |
 PQ1577|---------------------------------------------------------------------|
 PQ1577
 PQ1577                          SUPERSEDED SURVEY CONTROL
 PQ1577
 PQ1577  NAD 83(1996)-  44 46 18.17167(N)    094 09 55.72189(W) AD(       ) 1
 PQ1577  ELLIP H (12/03/03)  281.640  (m)                       GP(       ) 4 1
 PQ1577  NAVD 88 (12/03/03)  309.25   (m)         1014.6    (f) LEVELING    3  
 PQ1577
 PQ1577.Superseded values are not recommended for survey control.
 PQ1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1577.See file dsdata.txt to determine how the superseded data were derived.
 PQ1577
 PQ1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0777858251(NAD 83)
 PQ1577
 PQ1577_MARKER: DV = VERTICAL CONTROL DISK
 PQ1577_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1577_SP_SET: ALUMINUM ALLOY ROD
 PQ1577_STAMPING: 4307 Q 1987
 PQ1577_MARK LOGO: MNDT  
 PQ1577_PROJECTION: FLUSH
 PQ1577_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1577+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 PQ1577
 PQ1577  HISTORY     - Date     Condition        Report By
 PQ1577  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1577  HISTORY     - 20001122 GOOD             MNDT
 PQ1577  HISTORY     - 20010103 GOOD             MNDT
 PQ1577  HISTORY     - 20060726 GOOD             MNDT
 PQ1577
 PQ1577                          STATION DESCRIPTION
 PQ1577
 PQ1577'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1577'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE TOWN OF GLENCOE
 PQ1577'IN THE NW 1/4 OF SECTION 14, T115N, R28W, 0.65 MILE (1.05 KM) WEST
 PQ1577'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROADS 3 AND 83
 PQ1577'(13TH STREET AND HENNEPIN AVENUE) IN GLONCOE AT A FIELD ENTRANCE.
 PQ1577'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1577'STAMPED---4307 Q 1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY
 PQ1577'20-FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS 0.2 FOOT (6.1 CM)
 PQ1577'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET (1.2 M) BELOW THE
 PQ1577'LEVEL OF HIGHWAY 22.  THE MARK IS 74.8 FEET (22.8 M) SOUTH OF THE
 PQ1577'CENTERLINE OF HIGHWAY 22 AT MILEPOINT 108.25, 16.5 FEET (5.0 M) EAST
 PQ1577'OF THE CENTER OF A FIELD ENTRANCE, 2.7 FEET (0.8 M) WEST OF A STEEL
 PQ1577'RIGHT-OF-WAY POST AND 1.2 FEET (0.4 M) EAST OF A STEEL WITNESS POST.
 PQ1577'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1577
 PQ1577                          STATION RECOVERY (2000)
 PQ1577
 PQ1577'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1577'THE MARK WAS RECOVERED 0.25 MI (0.40 KM) WEST ON TH 22 FROM JCT OF TH
 PQ1577'22 AND CO RD 3 AT GLENCOE, AT TH 22 MP 108.25, 74.8 FT (22.8 M) SOUTH
 PQ1577'OF TH 22, 16.5 FT (5.0 M) EAST OF FIELD ENT, 2 .7 FT (21.3 CM) WEST OF
 PQ1577'R/W POST, 1.2 FT (0.4 M) EAST OF WIT POST, FLUSH.
 PQ1577
 PQ1577                          STATION RECOVERY (2001)
 PQ1577
 PQ1577'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PQ1577'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  GOOD FOR GPS.
 PQ1577
 PQ1577                          STATION RECOVERY (2006)
 PQ1577
 PQ1577'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1577'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHEAST OF NEW
 PQ1577'AUBURN, 6.6 MI (10.6 KM) SOUTHEAST OF BISCAY AND 6.2 MI (10.0 KM) WEST
 PQ1577'OF PLATO.
 PQ1577' 
 PQ1577'FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 3-COUNTY ROAD 83
 PQ1577'AT GLENCOE GO 0.65 MI (1.0 KM) WEST ALONG TRUNK HIGHWAY 22 TO MILE
 PQ1577'POINT 108.25 NEAR MARK.
 PQ1577' 
 PQ1577'THE MARK IS 74.8 FT (22.8 M) SOUTH OF TRUNK HIGHWAY 22, 16.5 FT (5.0
 PQ1577'M) EAST OF A FIELD ENTRANCE, 2.7 FT (0.8 M) WEST OF RIGHT-OF-WAY POST
 PQ1577'AND 1.2 FT (0.4 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1576 ***********************************************************************
 PQ1576  DESIGNATION -  4307 R
 PQ1576  PID         -  PQ1576
 PQ1576  STATE/COUNTY-  MN/MCLEOD
 PQ1576  COUNTRY     -  US
 PQ1576  USGS QUAD   -  GLENCOE (1982)
 PQ1576
 PQ1576                         *CURRENT SURVEY CONTROL
 PQ1576  ______________________________________________________________________
 PQ1576* NAD 83(2007) POSITION- 44 46 33.60724(N) 094 10 48.30398(W)   ADJUSTED  
 PQ1576* NAD 83(2007) ELLIP HT-   283.447 (meters)        (02/10/07)   ADJUSTED
 PQ1576* NAD 83(2007) EPOCH   -  2002.00
 PQ1576* NAVD 88 ORTHO HEIGHT -   311.095  (meters)    1020.65  (feet) ADJUSTED  
 PQ1576  ______________________________________________________________________
 PQ1576  NAD 83(2007) X  -   -330,589.312 (meters)                     COMP
 PQ1576  NAD 83(2007) Y  - -4,523,294.879 (meters)                     COMP
 PQ1576  NAD 83(2007) Z  -  4,469,911.818 (meters)                     COMP
 PQ1576  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC09
 PQ1576  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 PQ1576  DYNAMIC HEIGHT  -        311.060 (meters)     1020.54  (feet) COMP
 PQ1576  MODELED GRAVITY -    980,498.4   (mgal)                       NAVD 88
 PQ1576
 PQ1576  VERT ORDER      -  SECOND    CLASS I
 PQ1576
 PQ1576  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1576  Type                                         Horiz  Ellip  Dist(km)
 PQ1576  -------------------------------------------------------------------
 PQ1576  NETWORK                                       0.87   0.59
 PQ1576  -------------------------------------------------------------------
 PQ1576  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.74   0.40      2.43
 PQ1576  -------------------------------------------------------------------
 PQ1576  NOTE: Click here for information on individual local accuracy
 PQ1576  values and other accuracy information.
 PQ1576
 PQ1576
 PQ1576.The horizontal coordinates were established by GPS observations
 PQ1576.and adjusted by the National Geodetic Survey in February 2007.
 PQ1576
 PQ1576.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1576.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1576
 PQ1576.The horizontal coordinates are valid at the epoch date displayed above
 PQ1576.which is a decimal equivalence of Year/Month/Day.
 PQ1576
 PQ1576.The orthometric height was determined by differential leveling and
 PQ1576.adjusted in June 1995.
 PQ1576
 PQ1576.Photographs are available for this station.
 PQ1576
 PQ1576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1576
 PQ1576.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1576
 PQ1576.The ellipsoidal height was determined by GPS observations
 PQ1576.and is referenced to NAD 83.
 PQ1576
 PQ1576.The dynamic height is computed by dividing the NAVD 88
 PQ1576.geopotential number by the normal gravity value computed on the
 PQ1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1576.degrees latitude (g = 980.6199 gals.).
 PQ1576
 PQ1576.The modeled gravity was interpolated from observed gravity values.
 PQ1576
 PQ1576. The following values were computed from the NAD 83(2007) position.
 PQ1576
 PQ1576;                    North         East     Units Scale Factor Converg.
 PQ1576;SPC MN S     -   297,351.030   785,746.656   MT  0.99993350   -0 07 34.4
 PQ1576;SPC MN S     -   975,559.17  2,577,903.82   sFT  0.99993350   -0 07 34.4
 PQ1576;UTM  15      - 4,958,744.853   406,629.553   MT  0.99970720   -0 49 52.5
 PQ1576
 PQ1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1576!SPC MN S     -   0.99995556  x   0.99993350  =   0.99988906
 PQ1576!UTM  15      -   0.99995556  x   0.99970720  =   0.99966277
 PQ1576
 PQ1576:                Primary Azimuth Mark                     Grid Az
 PQ1576:SPC MN S     -  4307 Q                                   112 31 04.9
 PQ1576:UTM  15      -  4307 Q                                   113 13 23.0
 PQ1576
 PQ1576|---------------------------------------------------------------------|
 PQ1576| PID    Reference Object                     Distance      Geod. Az  |
 PQ1576|                                                           dddmmss.s |
 PQ1576| PQ1577 4307 Q                              APPROX. 1.3 KM 1122330.5 |
 PQ1576| PQ1575 4307 S                              APPROX. 1.3 KM 3080541.5 |
 PQ1576| DF9245 4307 AN                             APPROX. 1.6 KM 3544901.9 |
 PQ1576|---------------------------------------------------------------------|
 PQ1576
 PQ1576                          SUPERSEDED SURVEY CONTROL
 PQ1576
 PQ1576  NAD 83(1996)-  44 46 33.60677(N)    094 10 48.30348(W) AD(       ) 1
 PQ1576  ELLIP H (12/03/03)  283.497  (m)                       GP(       ) 4 1
 PQ1576  NAVD 88 (12/03/03)  311.10   (m)         1020.7    (f) LEVELING    3  
 PQ1576
 PQ1576.Superseded values are not recommended for survey control.
 PQ1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1576.See file dsdata.txt to determine how the superseded data were derived.
 PQ1576
 PQ1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0662958744(NAD 83)
 PQ1576
 PQ1576_MARKER: DV = VERTICAL CONTROL DISK
 PQ1576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1576_SP_SET: ALUMINUM ALLOY ROD
 PQ1576_STAMPING: 4307 R 1987
 PQ1576_MARK LOGO: MNDT  
 PQ1576_PROJECTION: FLUSH
 PQ1576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1576+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2001
 PQ1576
 PQ1576  HISTORY     - Date     Condition        Report By
 PQ1576  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1576  HISTORY     - 20001121 GOOD             MNDT
 PQ1576  HISTORY     - 20010103 GOOD             MNDT
 PQ1576
 PQ1576                          STATION DESCRIPTION
 PQ1576
 PQ1576'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1576'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST-NORTHWEST OF THE TOWN
 PQ1576'OF GLENCOE IN THE SE 1/4 OF SECTION 10, T115N, R28W, 1.45 MI
 PQ1576'(2.33 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF
 PQ1576'COUNTY ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE.
 PQ1576'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1576'STAMPED---4307 R 1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY
 PQ1576'25-FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE GROUND AND IS
 PQ1576'ABOUT LEVEL WITH HIGHAY 22.  THE MARK IS 74.7 FEET (22.8 M) NORTHEAST
 PQ1576'OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 109.05, 30.5 FEET
 PQ1576'(9.3 M) WEST OF A FIELD ENTRANCE, 46.7 FEET (14.2 M) WEST-NORTHWEST
 PQ1576'OF A TELEPHONE POLE, 2.2 FEET (0.7 M) EAST-SOUTHEAST OF A STEEL
 PQ1576'RIGHT-OF-WAY POST AND 1.2 FEET (0.4 M) WEST-NORTHWEST OF A STEEL
 PQ1576'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1576
 PQ1576                          STATION RECOVERY (2000)
 PQ1576
 PQ1576'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1576'RECOVERED AS DESCRIBED, FLUSH.
 PQ1576
 PQ1576                          STATION RECOVERY (2001)
 PQ1576
 PQ1576'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PQ1576'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1575 ***********************************************************************
 PQ1575  DESIGNATION -  4307 S
 PQ1575  PID         -  PQ1575
 PQ1575  STATE/COUNTY-  MN/MCLEOD
 PQ1575  COUNTRY     -  US
 PQ1575  USGS QUAD   -  GLENCOE (1982)
 PQ1575
 PQ1575                         *CURRENT SURVEY CONTROL
 PQ1575  ______________________________________________________________________
 PQ1575* NAD 83(2007) POSITION- 44 46 58.79474(N) 094 11 33.42103(W)   ADJUSTED  
 PQ1575* NAD 83(2007) ELLIP HT-   284.751 (meters)        (02/10/07)   ADJUSTED
 PQ1575* NAD 83(2007) EPOCH   -  2002.00
 PQ1575* NAVD 88 ORTHO HEIGHT -   312.392  (meters)    1024.91  (feet) ADJUSTED  
 PQ1575  ______________________________________________________________________
 PQ1575  NAD 83(2007) X  -   -331,538.727 (meters)                     COMP
 PQ1575  NAD 83(2007) Y  - -4,522,677.164 (meters)                     COMP
 PQ1575  NAD 83(2007) Z  -  4,470,464.653 (meters)                     COMP
 PQ1575  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC09
 PQ1575  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 PQ1575  DYNAMIC HEIGHT  -        312.357 (meters)     1024.79  (feet) COMP
 PQ1575  MODELED GRAVITY -    980,499.0   (mgal)                       NAVD 88
 PQ1575
 PQ1575  VERT ORDER      -  SECOND    CLASS I
 PQ1575
 PQ1575  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1575  Type                                         Horiz  Ellip  Dist(km)
 PQ1575  -------------------------------------------------------------------
 PQ1575  NETWORK                                       0.89   0.59
 PQ1575  -------------------------------------------------------------------
 PQ1575  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   0.29      1.19
 PQ1575  -------------------------------------------------------------------
 PQ1575  NOTE: Click here for information on individual local accuracy
 PQ1575  values and other accuracy information.
 PQ1575
 PQ1575
 PQ1575.The horizontal coordinates were established by GPS observations
 PQ1575.and adjusted by the National Geodetic Survey in February 2007.
 PQ1575
 PQ1575.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1575.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1575
 PQ1575.The horizontal coordinates are valid at the epoch date displayed above
 PQ1575.which is a decimal equivalence of Year/Month/Day.
 PQ1575
 PQ1575.The orthometric height was determined by differential leveling and
 PQ1575.adjusted in June 1995.
 PQ1575
 PQ1575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1575
 PQ1575.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1575
 PQ1575.The ellipsoidal height was determined by GPS observations
 PQ1575.and is referenced to NAD 83.
 PQ1575
 PQ1575.The dynamic height is computed by dividing the NAVD 88
 PQ1575.geopotential number by the normal gravity value computed on the
 PQ1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1575.degrees latitude (g = 980.6199 gals.).
 PQ1575
 PQ1575.The modeled gravity was interpolated from observed gravity values.
 PQ1575
 PQ1575. The following values were computed from the NAD 83(2007) position.
 PQ1575
 PQ1575;                    North         East     Units Scale Factor Converg.
 PQ1575;SPC MN S     -   298,130.744   784,756.565   MT  0.99993409   -0 08 06.0
 PQ1575;SPC MN S     -   978,117.28  2,574,655.50   sFT  0.99993409   -0 08 06.0
 PQ1575;UTM  15      - 4,959,536.514   405,649.352   MT  0.99970947   -0 50 24.6
 PQ1575
 PQ1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1575!SPC MN S     -   0.99995536  x   0.99993409  =   0.99988945
 PQ1575!UTM  15      -   0.99995536  x   0.99970947  =   0.99966484
 PQ1575
 PQ1575:                Primary Azimuth Mark                     Grid Az
 PQ1575:SPC MN S     -  4307 AN                                  045 09 57.3
 PQ1575:UTM  15      -  4307 AN                                  045 52 15.9
 PQ1575
 PQ1575|---------------------------------------------------------------------|
 PQ1575| PID    Reference Object                     Distance      Geod. Az  |
 PQ1575|                                                           dddmmss.s |
 PQ1575| DF9245 4307 AN                             APPROX. 1.2 KM 0450151.3 |
 PQ1575| PQ1576 4307 R                              APPROX. 1.3 KM 1280509.7 |
 PQ1575| PQ1574 4307 T                              APPROX. 1.0 KM 3142508.9 |
 PQ1575| DF9256 TROOP                               365.272 METERS 32016     |
 PQ1575|---------------------------------------------------------------------|
 PQ1575
 PQ1575                          SUPERSEDED SURVEY CONTROL
 PQ1575
 PQ1575  NAD 83(1996)-  44 46 58.79424(N)    094 11 33.42053(W) AD(       ) 1
 PQ1575  ELLIP H (12/03/03)  284.800  (m)                       GP(       ) 4 1
 PQ1575  NAVD 88 (12/03/03)  312.39   (m)         1024.9    (f) LEVELING    3  
 PQ1575
 PQ1575.Superseded values are not recommended for survey control.
 PQ1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1575.See file dsdata.txt to determine how the superseded data were derived.
 PQ1575
 PQ1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0564959536(NAD 83)
 PQ1575
 PQ1575_MARKER: DV = VERTICAL CONTROL DISK
 PQ1575_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1575_SP_SET: ALUMINUM ALLOY ROD
 PQ1575_STAMPING: 4307 S 1987
 PQ1575_MARK LOGO: MNDT  
 PQ1575_PROJECTION: FLUSH
 PQ1575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1575+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2001
 PQ1575
 PQ1575  HISTORY     - Date     Condition        Report By
 PQ1575  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1575  HISTORY     - 20001121 GOOD             MNDT
 PQ1575  HISTORY     - 20010104 GOOD             MNDT
 PQ1575
 PQ1575                          STATION DESCRIPTION
 PQ1575
 PQ1575'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1575'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF THE TOWN OF
 PQ1575'GLENCOE IN THE SE 1/4 OF SECTION 9, T115N, R28W, 2.2 MI (3.5 KM)
 PQ1575'WEST-NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY
 PQ1575'ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE TO THE
 PQ1575'MARK ON THE LEFT.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1575'CONTROL MONUMENT DISK STAMPED---4307 S 1987---, IS SET ON THE TOP OF
 PQ1575'A 3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 PQ1575'WITH THE GROUND AND IS ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF
 PQ1575'HIGHWAY 22.  THE MARK IS 130.0 FEET (39.6 M) SOUTHWEST OF THE
 PQ1575'CENTERLINE OF HIGHWAY 22 AT MILEPOINT 109.8, 21.5 FEET (6.6 M) SOUTH
 PQ1575'OF THE CENTER OF A GRAVEL ROAD, 8.5 FEET (2.6 M) EAST OF A POWER POLE
 PQ1575'WITH ANCHOR WIRES AND 0.8 FOOT (24.4 CM) NORTH OF A STEEL WITNESS
 PQ1575'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1575
 PQ1575                          STATION RECOVERY (2000)
 PQ1575
 PQ1575'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1575'RECOVERED AS DESCRIBED, FLUSH.
 PQ1575
 PQ1575                          STATION RECOVERY (2001)
 PQ1575
 PQ1575'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PQ1575'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1574 ***********************************************************************
 PQ1574  DESIGNATION -  4307 T
 PQ1574  PID         -  PQ1574
 PQ1574  STATE/COUNTY-  MN/MCLEOD
 PQ1574  COUNTRY     -  US
 PQ1574  USGS QUAD   -  GLENCOE (1982)
 PQ1574
 PQ1574                         *CURRENT SURVEY CONTROL
 PQ1574  ______________________________________________________________________
 PQ1574* NAD 83(2007) POSITION- 44 47 21.28227(N) 094 12 05.64834(W)   ADJUSTED  
 PQ1574* NAD 83(2007) ELLIP HT-   288.055 (meters)        (02/10/07)   ADJUSTED
 PQ1574* NAD 83(2007) EPOCH   -  2002.00
 PQ1574* NAVD 88 ORTHO HEIGHT -   315.684  (meters)    1035.71  (feet) ADJUSTED  
 PQ1574  ______________________________________________________________________
 PQ1574  NAD 83(2007) X  -   -332,209.700 (meters)                     COMP
 PQ1574  NAD 83(2007) Y  - -4,522,139.928 (meters)                     COMP
 PQ1574  NAD 83(2007) Z  -  4,470,959.679 (meters)                     COMP
 PQ1574  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC09
 PQ1574  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 PQ1574  DYNAMIC HEIGHT  -        315.649 (meters)     1035.59  (feet) COMP
 PQ1574  MODELED GRAVITY -    980,499.6   (mgal)                       NAVD 88
 PQ1574
 PQ1574  VERT ORDER      -  SECOND    CLASS I
 PQ1574
 PQ1574  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1574  Type                                         Horiz  Ellip  Dist(km)
 PQ1574  -------------------------------------------------------------------
 PQ1574  NETWORK                                       0.93   0.59
 PQ1574  -------------------------------------------------------------------
 PQ1574  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.33      1.56
 PQ1574  -------------------------------------------------------------------
 PQ1574  NOTE: Click here for information on individual local accuracy
 PQ1574  values and other accuracy information.
 PQ1574
 PQ1574
 PQ1574.The horizontal coordinates were established by GPS observations
 PQ1574.and adjusted by the National Geodetic Survey in February 2007.
 PQ1574
 PQ1574.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1574.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1574
 PQ1574.The horizontal coordinates are valid at the epoch date displayed above
 PQ1574.which is a decimal equivalence of Year/Month/Day.
 PQ1574
 PQ1574.The orthometric height was determined by differential leveling and
 PQ1574.adjusted in June 1995.
 PQ1574
 PQ1574.Photographs are available for this station.
 PQ1574
 PQ1574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1574
 PQ1574.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1574
 PQ1574.The ellipsoidal height was determined by GPS observations
 PQ1574.and is referenced to NAD 83.
 PQ1574
 PQ1574.The dynamic height is computed by dividing the NAVD 88
 PQ1574.geopotential number by the normal gravity value computed on the
 PQ1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1574.degrees latitude (g = 980.6199 gals.).
 PQ1574
 PQ1574.The modeled gravity was interpolated from observed gravity values.
 PQ1574
 PQ1574. The following values were computed from the NAD 83(2007) position.
 PQ1574
 PQ1574;                    North         East     Units Scale Factor Converg.
 PQ1574;SPC MN S     -   298,826.567   784,049.827   MT  0.99993463   -0 08 28.6
 PQ1574;SPC MN S     -   980,400.16  2,572,336.81   sFT  0.99993463   -0 08 28.6
 PQ1574;UTM  15      - 4,960,240.825   404,951.389   MT  0.99971109   -0 50 47.7
 PQ1574
 PQ1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1574!SPC MN S     -   0.99995484  x   0.99993463  =   0.99988947
 PQ1574!UTM  15      -   0.99995484  x   0.99971109  =   0.99966594
 PQ1574
 PQ1574:                Primary Azimuth Mark                     Grid Az
 PQ1574:SPC MN S     -  4307 S                                   134 33 14.8
 PQ1574:UTM  15      -  4307 S                                   135 15 33.9
 PQ1574
 PQ1574|---------------------------------------------------------------------|
 PQ1574| PID    Reference Object                     Distance      Geod. Az  |
 PQ1574|                                                           dddmmss.s |
 PQ1574| PQ1575 4307 S                              APPROX. 1.0 KM 1342446.2 |
 PQ1574|---------------------------------------------------------------------|
 PQ1574
 PQ1574                          SUPERSEDED SURVEY CONTROL
 PQ1574
 PQ1574  NAD 83(1996)-  44 47 21.28178(N)    094 12 05.64783(W) AD(       ) 1
 PQ1574  ELLIP H (12/03/03)  288.104  (m)                       GP(       ) 4 1
 PQ1574  NAVD 88 (12/03/03)  315.68   (m)         1035.7    (f) LEVELING    3  
 PQ1574
 PQ1574.Superseded values are not recommended for survey control.
 PQ1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1574.See file dsdata.txt to determine how the superseded data were derived.
 PQ1574
 PQ1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0495160240(NAD 83)
 PQ1574
 PQ1574_MARKER: DV = VERTICAL CONTROL DISK
 PQ1574_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1574_SP_SET: ALUMINUM ALLOY ROD
 PQ1574_STAMPING: 4307 T 1987
 PQ1574_MARK LOGO: MNDT  
 PQ1574_PROJECTION: FLUSH
 PQ1574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1574+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2001
 PQ1574
 PQ1574  HISTORY     - Date     Condition        Report By
 PQ1574  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1574  HISTORY     - 20001121 GOOD             MNDT
 PQ1574  HISTORY     - 20010104 GOOD             MNDT
 PQ1574
 PQ1574                          STATION DESCRIPTION
 PQ1574
 PQ1574'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1574'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHWEST OF THE TOWN OF
 PQ1574'GLENCOE IN THE NE 1/4 OF SECTION 9, TII5N, R28W, 2.85 MI (4.59 KM)
 PQ1574'WEST-NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY
 PQ1574'ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE.  THE
 PQ1574'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1574'STAMPED---4307 T 1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY
 PQ1574'20-FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE GROUND AND
 PQ1574'ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF HIGHWAY 22.  THE MARK IS 69.5
 PQ1574'FEET (21.2 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT
 PQ1574'110.45, 5.8 FEET (1.8 M) EAST-SOUTHEAST OF A TELEPHONE POLE AND 1.0
 PQ1574'FOOT (0.3 M) SOUTH-SOUTHWEST OF A STEEL WITNESS POST. A MAGNET IN THE
 PQ1574'DISK MAKES THE MARK MAGNETIC.
 PQ1574
 PQ1574                          STATION RECOVERY (2000)
 PQ1574
 PQ1574'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1574'RECOVERED 2.85 MI (4.59 KM) WNW OF GLENCOE, AT TH 22 MP 110.45, 69.5
 PQ1574'FT (21.2 M) NE OF TH 22, 3.1 FT (0.9 M) NNW OF CABLE POST, 1 FT (0.3
 PQ1574'M) SSW OF WIT POST.
 PQ1574
 PQ1574                          STATION RECOVERY (2001)
 PQ1574
 PQ1574'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 PQ1574'NEW DESCRIPTION - THE MARK IS LOCATED 2.8 MI (4.5 KM) NORTHWEST OF
 PQ1574'GLENCOE, 2.8 MI (4.5 KM) WEST-NORTHWEST ALONG TH 22 FROM THE JUNCTION
 PQ1574'OF TH 22 AND COUNTY ROAD 3/83 (13TH SAINT AND HENNEPIN AVE) IN
 PQ1574'GLENCOE, AT TH 22 MILEPOST 110.45,
 PQ1574' 
 PQ1574'69.5 FT (21.2 M) NORTHEAST OF TH 22, 3.1 FT (0.9 M) NORTH-NORTHWEST OF
 PQ1574'CABLE POST, 1.0 FT (0.3 M) SOUTH-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1573 ***********************************************************************
 PQ1573  DESIGNATION -  4307 U
 PQ1573  PID         -  PQ1573
 PQ1573  STATE/COUNTY-  MN/MCLEOD
 PQ1573  COUNTRY     -  US
 PQ1573  USGS QUAD   -  GLENCOE (1982)
 PQ1573
 PQ1573                         *CURRENT SURVEY CONTROL
 PQ1573  ______________________________________________________________________
 PQ1573* NAD 83(1986) POSITION- 44 47 33.     (N) 094 13 03.     (W)   SCALED    
 PQ1573* NAVD 88 ORTHO HEIGHT -   311.679  (meters)    1022.57  (feet) ADJUSTED  
 PQ1573  ______________________________________________________________________
 PQ1573  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 PQ1573  DYNAMIC HEIGHT  -        311.645 (meters)     1022.46  (feet) COMP
 PQ1573  MODELED GRAVITY -    980,500.0   (mgal)                       NAVD 88
 PQ1573
 PQ1573  VERT ORDER      -  SECOND    CLASS I
 PQ1573
 PQ1573.The horizontal coordinates were scaled from a topographic map and have
 PQ1573.an estimated accuracy of +/- 6 seconds.
 PQ1573.
 PQ1573.The orthometric height was determined by differential leveling and
 PQ1573.adjusted in June 1995.
 PQ1573
 PQ1573.The dynamic height is computed by dividing the NAVD 88
 PQ1573.geopotential number by the normal gravity value computed on the
 PQ1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1573.degrees latitude (g = 980.6199 gals.).
 PQ1573
 PQ1573.The modeled gravity was interpolated from observed gravity values.
 PQ1573
 PQ1573;                    North         East    Units  Estimated Accuracy
 PQ1573;SPC MN S     -   299,190.      782,790.      MT  (+/- 180 meters Scaled)
 PQ1573
 PQ1573                          SUPERSEDED SURVEY CONTROL
 PQ1573
 PQ1573.No superseded survey control is available for this station.
 PQ1573
 PQ1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK036606(NAD 83)
 PQ1573
 PQ1573_MARKER: DV = VERTICAL CONTROL DISK
 PQ1573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1573_SP_SET: ALUMINUM ALLOY ROD
 PQ1573_STAMPING: 4307 U 1987
 PQ1573_MARK LOGO: MNDT  
 PQ1573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1573+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2000
 PQ1573
 PQ1573  HISTORY     - Date     Condition        Report By
 PQ1573  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1573  HISTORY     - 20001121 GOOD             MNDT
 PQ1573
 PQ1573                          STATION DESCRIPTION
 PQ1573
 PQ1573'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1573'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) NORTHWEST OF THE TOWN OF
 PQ1573'GLENCOE IN THE SE 1/4 OF SECTION 5, T115N, R28W, 3.65 MI (5.87 KM)
 PQ1573'WEST-NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY
 PQ1573'ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE, AT THE
 PQ1573'WEST EDGE OF A GROVE OF TREES.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1573'VERTICAL CONTROL MONUMENT DISK STAMPED---4307 U 1987---, IS SET ON
 PQ1573'THE TOP OF A 3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN ALUMINUM ROD
 PQ1573'THAT IS FLUSH WITH THE GROUND AND ABOUT 4 FEET (1.2 M) BELOW THE
 PQ1573'LEVEL OF HIGHWAY 22.  THE MARK IS 74.5 FEET (22.7 M) NORTH OF THE
 PQ1573'CENTERLINE OF HIGHWAY 22 AT MILEPOINT 111.25, AND 2.9 FEET (0.9 M)
 PQ1573'SOUTHEAST OF A RIGHT-OF-WAY POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1573'MAGNETIC.
 PQ1573
 PQ1573                          STATION RECOVERY (2000)
 PQ1573
 PQ1573'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1573'RECOVERED AS DESCRIBED, 0.5 FT (15.2 CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1572 ***********************************************************************
 PQ1572  DESIGNATION -  4307 V
 PQ1572  PID         -  PQ1572
 PQ1572  STATE/COUNTY-  MN/MCLEOD
 PQ1572  COUNTRY     -  US
 PQ1572  USGS QUAD   -  GLENCOE (1982)
 PQ1572
 PQ1572                         *CURRENT SURVEY CONTROL
 PQ1572  ______________________________________________________________________
 PQ1572* NAD 83(1986) POSITION- 44 47 43.     (N) 094 13 49.     (W)   SCALED    
 PQ1572* NAVD 88 ORTHO HEIGHT -   313.484  (meters)    1028.49  (feet) ADJUSTED  
 PQ1572  ______________________________________________________________________
 PQ1572  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 PQ1572  DYNAMIC HEIGHT  -        313.450 (meters)     1028.38  (feet) COMP
 PQ1572  MODELED GRAVITY -    980,500.4   (mgal)                       NAVD 88
 PQ1572
 PQ1572  VERT ORDER      -  SECOND    CLASS I
 PQ1572
 PQ1572.The horizontal coordinates were scaled from a topographic map and have
 PQ1572.an estimated accuracy of +/- 6 seconds.
 PQ1572.
 PQ1572.The orthometric height was determined by differential leveling and
 PQ1572.adjusted in June 1995.
 PQ1572
 PQ1572.The dynamic height is computed by dividing the NAVD 88
 PQ1572.geopotential number by the normal gravity value computed on the
 PQ1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1572.degrees latitude (g = 980.6199 gals.).
 PQ1572
 PQ1572.The modeled gravity was interpolated from observed gravity values.
 PQ1572
 PQ1572;                    North         East    Units  Estimated Accuracy
 PQ1572;SPC MN S     -   299,500.      781,780.      MT  (+/- 180 meters Scaled)
 PQ1572
 PQ1572                          SUPERSEDED SURVEY CONTROL
 PQ1572
 PQ1572.No superseded survey control is available for this station.
 PQ1572
 PQ1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK026609(NAD 83)
 PQ1572
 PQ1572_MARKER: DV = VERTICAL CONTROL DISK
 PQ1572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1572_SP_SET: ALUMINUM ALLOY ROD
 PQ1572_STAMPING: 4307 V 1987
 PQ1572_MARK LOGO: MNDT  
 PQ1572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1572
 PQ1572  HISTORY     - Date     Condition        Report By
 PQ1572  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1572  HISTORY     - 20011121 MARK NOT FOUND   MNDT
 PQ1572
 PQ1572                          STATION DESCRIPTION
 PQ1572
 PQ1572'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1572'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTHWEST OF THE TOWN OF
 PQ1572'GLENCOE IN THE SW 1/4 OF SECTION 5, T115N, R28W, AND 4.3 MI (6.9 KM)
 PQ1572'WEST-NORTHWEST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY
 PQ1572'ROADS 3 AND 83 (13TH STREET AND HENNEPIN AVENUE) IN GLENCOE TO THE
 PQ1572'MARK ON THE RIGHT.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1572'CONTROL MONUMENT DISK STAMPED---4307 V 1987---, IS SET ON THE TOP OF
 PQ1572'A 3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN ALUMINUM ROD THAT IS
 PQ1572'BURIED 0.3 FOOT (9.1 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 PQ1572'3 FEET (0.9 M) BELOW THE LEVEL OF HIGHWAY 22.  THE MARK IS 74.3 FEET
 PQ1572'(22.6 M) NORTH OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 111.9,
 PQ1572'119.7 FEET (36.5 M) NORTH-NORTHEAST OF A POWER POLE (NUMBER 72) AND
 PQ1572'2.2 FEET (0.7 M) WEST-NORTHWEST OF A STEEL RIGHT-OF-WAY POST.  A
 PQ1572'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1572
 PQ1572                          STATION RECOVERY (2001)
 PQ1572
 PQ1572'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (MPP)
 PQ1572'NOT FOUND, TIES FALL IN A PLOWED FIELD.
 PQ1572'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1568 ***********************************************************************
 PQ1568  DESIGNATION -  4307 Y
 PQ1568  PID         -  PQ1568
 PQ1568  STATE/COUNTY-  MN/MCLEOD
 PQ1568  COUNTRY     -  US
 PQ1568  USGS QUAD   -  BISCAY (1982)
 PQ1568
 PQ1568                         *CURRENT SURVEY CONTROL
 PQ1568  ______________________________________________________________________
 PQ1568* NAD 83(2007) POSITION- 44 48 33.41990(N) 094 15 14.24977(W)   ADJUSTED  
 PQ1568* NAD 83(2007) ELLIP HT-   280.216 (meters)        (02/10/07)   ADJUSTED
 PQ1568* NAD 83(2007) EPOCH   -  2002.00
 PQ1568* NAVD 88 ORTHO HEIGHT -   307.796  (meters)    1009.83  (feet) ADJUSTED  
 PQ1568  ______________________________________________________________________
 PQ1568  NAD 83(2007) X  -   -336,227.643 (meters)                     COMP
 PQ1568  NAD 83(2007) Y  - -4,520,263.920 (meters)                     COMP
 PQ1568  NAD 83(2007) Z  -  4,472,534.322 (meters)                     COMP
 PQ1568  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC09
 PQ1568  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 PQ1568  DYNAMIC HEIGHT  -        307.763 (meters)     1009.72  (feet) COMP
 PQ1568  MODELED GRAVITY -    980,502.2   (mgal)                       NAVD 88
 PQ1568
 PQ1568  VERT ORDER      -  SECOND    CLASS I
 PQ1568
 PQ1568  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1568  Type                                         Horiz  Ellip  Dist(km)
 PQ1568  -------------------------------------------------------------------
 PQ1568  NETWORK                                       1.11   0.69
 PQ1568  -------------------------------------------------------------------
 PQ1568  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.04   0.59      1.32
 PQ1568  -------------------------------------------------------------------
 PQ1568  NOTE: Click here for information on individual local accuracy
 PQ1568  values and other accuracy information.
 PQ1568
 PQ1568
 PQ1568.The horizontal coordinates were established by GPS observations
 PQ1568.and adjusted by the National Geodetic Survey in February 2007.
 PQ1568
 PQ1568.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1568.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1568
 PQ1568.The horizontal coordinates are valid at the epoch date displayed above
 PQ1568.which is a decimal equivalence of Year/Month/Day.
 PQ1568
 PQ1568.The orthometric height was determined by differential leveling and
 PQ1568.adjusted in June 1995.
 PQ1568
 PQ1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1568
 PQ1568.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1568
 PQ1568.The ellipsoidal height was determined by GPS observations
 PQ1568.and is referenced to NAD 83.
 PQ1568
 PQ1568.The dynamic height is computed by dividing the NAVD 88
 PQ1568.geopotential number by the normal gravity value computed on the
 PQ1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1568.degrees latitude (g = 980.6199 gals.).
 PQ1568
 PQ1568.The modeled gravity was interpolated from observed gravity values.
 PQ1568
 PQ1568. The following values were computed from the NAD 83(2007) position.
 PQ1568
 PQ1568;                    North         East     Units Scale Factor Converg.
 PQ1568;SPC MN S     -   301,064.769   779,911.187   MT  0.99993644   -0 10 40.8
 PQ1568;SPC MN S     -   987,743.33  2,558,758.62   sFT  0.99993644   -0 10 40.8
 PQ1568;UTM  15      - 4,962,529.316   400,841.526   MT  0.99972091   -0 53 01.7
 PQ1568
 PQ1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1568!SPC MN S     -   0.99995607  x   0.99993644  =   0.99989251
 PQ1568!UTM  15      -   0.99995607  x   0.99972091  =   0.99967699
 PQ1568
 PQ1568:                Primary Azimuth Mark                     Grid Az
 PQ1568:SPC MN S     -  4307 W                                   132 06 23.0
 PQ1568:UTM  15      -  4307 W                                   132 48 43.9
 PQ1568
 PQ1568|---------------------------------------------------------------------|
 PQ1568| PID    Reference Object                     Distance      Geod. Az  |
 PQ1568|                                                           dddmmss.s |
 PQ1568| PQ1570 4307 W                              APPROX. 1.3 KM 1315542.2 |
 PQ1568|---------------------------------------------------------------------|
 PQ1568
 PQ1568                          SUPERSEDED SURVEY CONTROL
 PQ1568
 PQ1568  NAD 83(1996)-  44 48 33.41941(N)    094 15 14.24925(W) AD(       ) 1
 PQ1568  ELLIP H (12/03/03)  280.262  (m)                       GP(       ) 4 1
 PQ1568  NAVD 88 (12/03/03)  307.80   (m)         1009.8    (f) LEVELING    3  
 PQ1568
 PQ1568.Superseded values are not recommended for survey control.
 PQ1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1568.See file dsdata.txt to determine how the superseded data were derived.
 PQ1568
 PQ1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0084162529(NAD 83)
 PQ1568
 PQ1568_MARKER: DV = VERTICAL CONTROL DISK
 PQ1568_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1568_SP_SET: ALUMINUM ALLOY ROD
 PQ1568_STAMPING: 4307 Y 1987
 PQ1568_MARK LOGO: MNDT  
 PQ1568_PROJECTION: FLUSH
 PQ1568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1568+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 PQ1568_ROD/PIPE-DEPTH:  7.3 meters
 PQ1568
 PQ1568  HISTORY     - Date     Condition        Report By
 PQ1568  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1568  HISTORY     - 20001121 GOOD             MNDT
 PQ1568  HISTORY     - 20060719 GOOD             MNDT
 PQ1568
 PQ1568                          STATION DESCRIPTION
 PQ1568
 PQ1568'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1568'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) NORTHWEST OF THE TOWN OF
 PQ1568'GLENCOE AND ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE TOWN OF BISCAY IN
 PQ1568'THE SW 1/4 OF SECTION 31, T116N, R28W, 1.75 MI (2.82 KM) SOUTHEAST
 PQ1568'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROAD 4 AT BISCAY
 PQ1568'TO COUNTY ROAD 71.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1568'CONTROL MONUMENT DISK STAMPED---4307 Y 1987---, IS SET ON THE TOP OF
 PQ1568'A 3/4-INCH DIAMETER BY 23.5-FOOT LONG DRIVEN ALUMINUM ROD THAT IS
 PQ1568'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET (0.6 M) BELOW
 PQ1568'THE LEVEL OF COUNTY ROAD 71.  THE MARK IS ABOUT 150 FEET (45.7 M)
 PQ1568'NORTHEAST OF THE CENTERLINE OF HIGHWAY 22 AT MILEPOINT 113.4, 52.0
 PQ1568'FEET (15.8 M) EAST OF THE CENTER OF COUNTY ROAD 71, 15.0 FEET
 PQ1568'(4.6 M) SOUTH OF THE CENTER OF AN ENTRANCE, 35.1 FEET (10.7 M)
 PQ1568'NORTHEAST OF A POWER POLE AND 2.5 FEET (0.8 M) WEST OF A STEEL WITNESS
 PQ1568'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1568
 PQ1568                          STATION RECOVERY (2000)
 PQ1568
 PQ1568'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1568'RECOVERED 1.75 MI (2.82 KM) SE OF BISCAY, AT TH 22 MP 113.4, 150 FT
 PQ1568'(45.7 M) NE OF TH 22, 52 FT (15.8 M) EAST OF CO RD 71, 35.1 FT (10.7
 PQ1568'M) NE OF P-POLE, 2.5 FT (0.8 M) WEST OF WIT POST, FLUSH.
 PQ1568
 PQ1568                          STATION RECOVERY (2006)
 PQ1568
 PQ1568'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1568'1.75 MILES SOUTHEAST ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK
 PQ1568'HIGHWAY 22 AND COUNTY ROAD 4 AT BISCAY, AT JUNCTION OF TRUNK HIGHWAY
 PQ1568'22 AND COUNTY ROAD 21, AT TRUNK HIGHWAY 22 MILEPOINT 113.4, 150.0 FEET
 PQ1568'NORTHEAST OF TRUNK HIGHWAY 22, 52.0 FEET EAST OF COUNTY ROAD 71, 35.1
 PQ1568'FEET NORTHEAST OF POWER POLE, 2.5 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1566 ***********************************************************************
 PQ1566  DESIGNATION -  4307 Z
 PQ1566  PID         -  PQ1566
 PQ1566  STATE/COUNTY-  MN/MCLEOD
 PQ1566  COUNTRY     -  US
 PQ1566  USGS QUAD   -  BISCAY (1982)
 PQ1566
 PQ1566                         *CURRENT SURVEY CONTROL
 PQ1566  ______________________________________________________________________
 PQ1566* NAD 83(2007) POSITION- 44 49 02.02316(N) 094 15 57.52271(W)   ADJUSTED  
 PQ1566* NAD 83(2007) ELLIP HT-   280.999 (meters)        (02/10/07)   ADJUSTED
 PQ1566* NAD 83(2007) EPOCH   -  2002.00
 PQ1566* NAVD 88 ORTHO HEIGHT -   308.570  (meters)    1012.37  (feet) ADJUSTED  
 PQ1566  ______________________________________________________________________
 PQ1566  NAD 83(2007) X  -   -337,129.704 (meters)                     COMP
 PQ1566  NAD 83(2007) Y  - -4,519,573.230 (meters)                     COMP
 PQ1566  NAD 83(2007) Z  -  4,473,161.274 (meters)                     COMP
 PQ1566  LAPLACE CORR    -         -1.85  (seconds)                    DEFLEC09
 PQ1566  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 PQ1566  DYNAMIC HEIGHT  -        308.537 (meters)     1012.26  (feet) COMP
 PQ1566  MODELED GRAVITY -    980,503.2   (mgal)                       NAVD 88
 PQ1566
 PQ1566  VERT ORDER      -  SECOND    CLASS I
 PQ1566
 PQ1566  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1566  Type                                         Horiz  Ellip  Dist(km)
 PQ1566  -------------------------------------------------------------------
 PQ1566  NETWORK                                       0.94   0.59
 PQ1566  -------------------------------------------------------------------
 PQ1566  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.94   0.45      1.30
 PQ1566  -------------------------------------------------------------------
 PQ1566  NOTE: Click here for information on individual local accuracy
 PQ1566  values and other accuracy information.
 PQ1566
 PQ1566
 PQ1566.The horizontal coordinates were established by GPS observations
 PQ1566.and adjusted by the National Geodetic Survey in February 2007.
 PQ1566
 PQ1566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1566.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1566
 PQ1566.The horizontal coordinates are valid at the epoch date displayed above
 PQ1566.which is a decimal equivalence of Year/Month/Day.
 PQ1566
 PQ1566.The orthometric height was determined by differential leveling and
 PQ1566.adjusted in June 1995.
 PQ1566
 PQ1566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1566
 PQ1566.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1566
 PQ1566.The ellipsoidal height was determined by GPS observations
 PQ1566.and is referenced to NAD 83.
 PQ1566
 PQ1566.The dynamic height is computed by dividing the NAVD 88
 PQ1566.geopotential number by the normal gravity value computed on the
 PQ1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1566.degrees latitude (g = 980.6199 gals.).
 PQ1566
 PQ1566.The modeled gravity was interpolated from observed gravity values.
 PQ1566
 PQ1566. The following values were computed from the NAD 83(2007) position.
 PQ1566
 PQ1566;                    North         East     Units Scale Factor Converg.
 PQ1566;SPC MN S     -   301,950.685   778,963.227   MT  0.99993720   -0 11 11.2
 PQ1566;SPC MN S     -   990,649.87  2,555,648.52   sFT  0.99993720   -0 11 11.2
 PQ1566;UTM  15      - 4,963,426.650   399,904.753   MT  0.99972320   -0 53 32.6
 PQ1566
 PQ1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1566!SPC MN S     -   0.99995594  x   0.99993720  =   0.99989315
 PQ1566!UTM  15      -   0.99995594  x   0.99972320  =   0.99967916
 PQ1566
 PQ1566:                Primary Azimuth Mark                     Grid Az
 PQ1566:SPC MN S     -  4307 Y                                   133 03 44.1
 PQ1566:UTM  15      -  4307 Y                                   133 46 05.5
 PQ1566
 PQ1566|---------------------------------------------------------------------|
 PQ1566| PID    Reference Object                     Distance      Geod. Az  |
 PQ1566|                                                           dddmmss.s |
 PQ1566| PQ1568 4307 Y                              APPROX. 1.3 KM 1325232.9 |
 PQ1566|---------------------------------------------------------------------|
 PQ1566
 PQ1566                          SUPERSEDED SURVEY CONTROL
 PQ1566
 PQ1566  NAD 83(1996)-  44 49 02.02265(N)    094 15 57.52217(W) AD(       ) 1
 PQ1566  ELLIP H (12/03/03)  281.044  (m)                       GP(       ) 4 1
 PQ1566  NAVD 88 (12/03/03)  308.57   (m)         1012.4    (f) LEVELING    3  
 PQ1566
 PQ1566.Superseded values are not recommended for survey control.
 PQ1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1566.See file dsdata.txt to determine how the superseded data were derived.
 PQ1566
 PQ1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9990463426(NAD 83)
 PQ1566
 PQ1566_MARKER: DV = VERTICAL CONTROL DISK
 PQ1566_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1566_SP_SET: ALUMINUM ALLOY ROD
 PQ1566_STAMPING: 4307 Z 1987
 PQ1566_MARK LOGO: MNDT  
 PQ1566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1566+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 PQ1566
 PQ1566  HISTORY     - Date     Condition        Report By
 PQ1566  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1566  HISTORY     - 20000401 GOOD             MNDT
 PQ1566
 PQ1566                          STATION DESCRIPTION
 PQ1566
 PQ1566'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1566'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF THE TOWN OF
 PQ1566'GLENCOE AND ABOUT 0.75 MI (1.21 KM) SOUTHEAST OF THE TOWN OF BISCAY
 PQ1566'IN THE NE 1/4 OF SECTION 36, T116N, R29W, ABOUT 0.85 MILE (1.37 KM)
 PQ1566'SOUTHEAST ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF COUNTY ROAD 4 AT
 PQ1566'BISCAY TO A FIELD ENTRANCE.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1566'VERTICAL CONTROL MONUMENT DISK STAMPED---4307 Z 1987---, IS SET ON
 PQ1566'THE TOP OF A 3/4-INCH DIAMETER BY 25-FOOT LONG DRIVEN ALUMINUM ROD
 PQ1566'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET
 PQ1566'(1.2 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 76.3 FEET
 PQ1566'(23.3 M) NORTHEAST OF THE CENTERLINE OF HIGHWAY 22, 8.5 FEET (2.6 M)
 PQ1566'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE AND 2.2 FEET (0.7 M) SOUTH
 PQ1566'OF A GATE POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1566
 PQ1566                          STATION RECOVERY (2000)
 PQ1566
 PQ1566'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 PQ1566'RECOVERED 0.85 MI (1.37 KM) SE OF BISCAY, AT TH 22 MP 114.3, 76.3 FT
 PQ1566'(23.3 M) NE OF TH 22, 8.5 FT (2.6 M) SE OF FIELD ENT, 2.2 FT (0.7 M)
 PQ1566'SOUTH OF GATE POST, 1.5 FT (0.5 M) SW OF FENCE, 0.6 FT (18.3 CM) NW OF
 PQ1566'WIT POST, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1475 ***********************************************************************
 PQ1475  DESIGNATION -  4308 A
 PQ1475  PID         -  PQ1475
 PQ1475  STATE/COUNTY-  MN/MCLEOD
 PQ1475  COUNTRY     -  US
 PQ1475  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1475
 PQ1475                         *CURRENT SURVEY CONTROL
 PQ1475  ______________________________________________________________________
 PQ1475* NAD 83(1986) POSITION- 44 58 47.     (N) 094 30 06.     (W)   SCALED    
 PQ1475* NAVD 88 ORTHO HEIGHT -   329.719  (meters)    1081.75  (feet) ADJUSTED  
 PQ1475  ______________________________________________________________________
 PQ1475  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 PQ1475  DYNAMIC HEIGHT  -        329.696 (meters)     1081.68  (feet) COMP
 PQ1475  MODELED GRAVITY -    980,535.5   (mgal)                       NAVD 88
 PQ1475
 PQ1475  VERT ORDER      -  SECOND    CLASS I
 PQ1475
 PQ1475.The horizontal coordinates were scaled from a topographic map and have
 PQ1475.an estimated accuracy of +/- 6 seconds.
 PQ1475.
 PQ1475.The orthometric height was determined by differential leveling and
 PQ1475.adjusted in June 1995.
 PQ1475
 PQ1475.The dynamic height is computed by dividing the NAVD 88
 PQ1475.geopotential number by the normal gravity value computed on the
 PQ1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1475.degrees latitude (g = 980.6199 gals.).
 PQ1475
 PQ1475.The modeled gravity was interpolated from observed gravity values.
 PQ1475
 PQ1475;                    North         East    Units  Estimated Accuracy
 PQ1475;SPC MN S     -   320,100.      760,430.      MT  (+/- 180 meters Scaled)
 PQ1475
 PQ1475                          SUPERSEDED SURVEY CONTROL
 PQ1475
 PQ1475.No superseded survey control is available for this station.
 PQ1475
 PQ1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK816817(NAD 83)
 PQ1475
 PQ1475_MARKER: DB = BENCH MARK DISK
 PQ1475_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1475_SP_SET: BOX CULVERT HEADWALL
 PQ1475_STAMPING: 4308 A 1978
 PQ1475_MARK LOGO: MNDT  
 PQ1475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1475+STABILITY: SURFACE MOTION
 PQ1475
 PQ1475  HISTORY     - Date     Condition        Report By
 PQ1475  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1475
 PQ1475                          STATION DESCRIPTION
 PQ1475
 PQ1475'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1475'THE MARK IS LOCATED 1.1 MILES (1.8 KM) SOUTH ALONG TRUNK HIGHWAY 22
 PQ1475'FROM THE CITY OF GREENLEAF AT THE NORTH MCLEOD COUNTY LINE, IN THE NW
 PQ1475'1/4 OF SECTION 6, T117N, R30W, NEAR TRUNK HIGHWAY 22 MILEPOINT 132.6.
 PQ1475'THE MARK IS IN THE TOP OF THE HEADWALL IN THE NORTHEAST CORNER OF A
 PQ1475'8-FOOT SQUARE CONCRETE BOX CULVERT, 23.8 FEET (7.3 M) EAST OF THE
 PQ1475'CENTERLINE OF TRUNK HIGHWAY 22.  THE MARK, A STANDARD MNDT BENCH MARK
 PQ1475'DISK STAMPED---4308 A 1978---, IS SET IN A DRILL HOLE IN THE HEADWALL
 PQ1475'THAT IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1474 ***********************************************************************
 PQ1474  DESIGNATION -  4308 B
 PQ1474  PID         -  PQ1474
 PQ1474  STATE/COUNTY-  MN/MCLEOD
 PQ1474  COUNTRY     -  US
 PQ1474  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1474
 PQ1474                         *CURRENT SURVEY CONTROL
 PQ1474  ______________________________________________________________________
 PQ1474* NAD 83(1986) POSITION- 44 57 54.     (N) 094 30 05.     (W)   SCALED    
 PQ1474* NAVD 88 ORTHO HEIGHT -   331.927  (meters)    1089.00  (feet) ADJUSTED  
 PQ1474  ______________________________________________________________________
 PQ1474  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 PQ1474  DYNAMIC HEIGHT  -        331.902 (meters)     1088.92  (feet) COMP
 PQ1474  MODELED GRAVITY -    980,533.1   (mgal)                       NAVD 88
 PQ1474
 PQ1474  VERT ORDER      -  SECOND    CLASS I
 PQ1474
 PQ1474.The horizontal coordinates were scaled from a topographic map and have
 PQ1474.an estimated accuracy of +/- 6 seconds.
 PQ1474.
 PQ1474.The orthometric height was determined by differential leveling and
 PQ1474.adjusted in June 1995.
 PQ1474
 PQ1474.The dynamic height is computed by dividing the NAVD 88
 PQ1474.geopotential number by the normal gravity value computed on the
 PQ1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1474.degrees latitude (g = 980.6199 gals.).
 PQ1474
 PQ1474.The modeled gravity was interpolated from observed gravity values.
 PQ1474
 PQ1474;                    North         East    Units  Estimated Accuracy
 PQ1474;SPC MN S     -   318,460.      760,450.      MT  (+/- 180 meters Scaled)
 PQ1474
 PQ1474                          SUPERSEDED SURVEY CONTROL
 PQ1474
 PQ1474.No superseded survey control is available for this station.
 PQ1474
 PQ1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK815801(NAD 83)
 PQ1474
 PQ1474_MARKER: DV = VERTICAL CONTROL DISK
 PQ1474_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1474_SP_SET: COPPER-CLAD STEEL ROD
 PQ1474_STAMPING: 4308 B 1978
 PQ1474_MARK LOGO: MNDT  
 PQ1474_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1474
 PQ1474  HISTORY     - Date     Condition        Report By
 PQ1474  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1474
 PQ1474                          STATION DESCRIPTION
 PQ1474
 PQ1474'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1474'THE MARK IS LOCATED 1.5 MILES (2.4 KM) NORTH ALONG TRUNK HIGHWAY 22
 PQ1474'FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 ABOUT 1 MILE (1.6 KM) EAST OF
 PQ1474'CEDAR MILLS, IN THE NW 1/4 OF SECTION 7, T117N, R30W, NEAR TRUNK
 PQ1474'HIGHWAY 22 MILEPOINT 131.6, IN THE SOUTHEAST QUADRANT OF THE
 PQ1474'INTERSECTION OF TRUNK HIGHWAY 22 AND A TOWNSHIP ROAD.  THE MARK IS
 PQ1474'166.6 FEET (50.8 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 22, 34
 PQ1474'FEET (10.4 M) SOUTH OF THE CENTER OF THE TOWNSHIP ROAD TO THE EAST,
 PQ1474'1.5 FEET (0.5 M) NORTHWEST OF A POWER POLE, AND 0.8 FOOT (24.4 CM)
 PQ1474'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1474'CONTROL MONUMENT DISK STAMPED---4308 B 1978---, IS CRIMPED TO THE TOP
 PQ1474'OF A 5/8-INCH DIAMETER BY 30-FOOT LONG COPPER-COATED STEEL ROD DRIVEN
 PQ1474'TO REFUSAL THAT IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF TRUNK
 PQ1474'HIGHWAY 22 AND PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1473 ***********************************************************************
 PQ1473  DESIGNATION -  4308 C
 PQ1473  PID         -  PQ1473
 PQ1473  STATE/COUNTY-  MN/MCLEOD
 PQ1473  COUNTRY     -  US
 PQ1473  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1473
 PQ1473                         *CURRENT SURVEY CONTROL
 PQ1473  ______________________________________________________________________
 PQ1473* NAD 83(1986) POSITION- 44 57 01.07   (N) 094 30 06.10   (W)   HD_HELD1  
 PQ1473* NAVD 88 ORTHO HEIGHT -   333.807  (meters)    1095.17  (feet) ADJUSTED  
 PQ1473  ______________________________________________________________________
 PQ1473  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 PQ1473  DYNAMIC HEIGHT  -        333.781 (meters)     1095.08  (feet) COMP
 PQ1473  MODELED GRAVITY -    980,530.6   (mgal)                       NAVD 88
 PQ1473
 PQ1473  VERT ORDER      -  SECOND    CLASS I
 PQ1473
 PQ1473.The horizontal coordinates were established by differentially corrected
 PQ1473.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1473.
 PQ1473.The orthometric height was determined by differential leveling and
 PQ1473.adjusted in June 1995.
 PQ1473
 PQ1473.Photographs are available for this station.
 PQ1473
 PQ1473.The dynamic height is computed by dividing the NAVD 88
 PQ1473.geopotential number by the normal gravity value computed on the
 PQ1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1473.degrees latitude (g = 980.6199 gals.).
 PQ1473
 PQ1473.The modeled gravity was interpolated from observed gravity values.
 PQ1473
 PQ1473;                    North         East    Units  Estimated Accuracy
 PQ1473;SPC MN S     -   316,825.0     760,410.9     MT  (+/- 3 meters HH1 GPS) 
 PQ1473
 PQ1473                          SUPERSEDED SURVEY CONTROL
 PQ1473
 PQ1473.No superseded survey control is available for this station.
 PQ1473
 PQ1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8154178525(NAD 83)
 PQ1473
 PQ1473_MARKER: DV = VERTICAL CONTROL DISK
 PQ1473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1473_SP_SET: COPPER-CLAD STEEL ROD
 PQ1473_STAMPING: 4308 C 1978
 PQ1473_MARK LOGO: MNDT  
 PQ1473_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1473
 PQ1473  HISTORY     - Date     Condition        Report By
 PQ1473  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1473  HISTORY     - 19850909 GOOD             MNDT
 PQ1473
 PQ1473                          STATION DESCRIPTION
 PQ1473
 PQ1473'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1473'THE MARK IS LOCATED AT THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY
 PQ1473'ROAD 20 NORTHEAST OF CEDAR MILLS, IN THE NW 1/4 OF SECTION 18, T117N,
 PQ1473'R30W, NEAR TRUNK HIGHWAY 22 MILEPOINT 130.6.  THE MARK IS 92.7 FEET
 PQ1473'(28.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 22, 44 FEET (13.4 M)
 PQ1473'SOUTH OF THE CENTERLINE OF COUNTY ROAD 20, 45.4 FEET (13.8 M)
 PQ1473'WEST-SOUTHWEST OF THE WEST END OF A 15-INCH DIAMETER METAL CULVERT
 PQ1473'UNDER A FIELD ENTRANCE SOUTH, 2 FEET (0.6 M) NORTH OF A POWER GUYWIRE
 PQ1473'POLE, AND 0.8 FOOT (24.4 CM) WEST OF A STEEL WITNESS POST.  THE MARK,
 PQ1473'A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4308 C
 PQ1473'1978---, IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 32-FOOT LONG
 PQ1473'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT 4 FEET (1.2
 PQ1473'M) BELOW THE LEVEL OF TRUNK HIGHWAY 22 AND PROJECTS 3 INCHES ABOVE
 PQ1473'THE SURFACE OF THE GROUND.
 PQ1473
 PQ1473                          STATION RECOVERY (1985)
 PQ1473
 PQ1473'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PQ1473'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 20
 PQ1473'NORTHEAST OF CEDAR MILLS, IN THE NW 1/4 OF SECTION 18, T117N, R30W,
 PQ1473'NEAR TRUNK HIGHWAY 22 MILEPOINT 130.6, 92.7 FT (28.3 M) EAST OF THE
 PQ1473'CENTERLINE OF HIGHWAY 22, 44 FT (13.4 M) SOUTH OF THE CENTERLINE OF
 PQ1473'COUNTY ROAD 20, 45.4 FT (13.8 M) WEST-SOUTHWEST OF THE WEST END OF A
 PQ1473'15-INCH DIAMETER METAL CULVERT UNDER A FIELD ENTRANCE SOUTH, 2 FT
 PQ1473'(0.6 M) NORTH OF A POWER POLE WITH A GUY WIRE, AND 0.8 FT (0.2 M)
 PQ1473'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1473'CONTROL MONUMENT DISK STAMPED---4308 C 1978---, IS CRIMPED TO THE TOP
 PQ1473'OF A 5/8-INCH DIAMETER BY 32-FOOT LONG COPPER-CLAD STEEL ROD DRIVEN
 PQ1473'TO REFUSAL THAT IS ABOUT 4 FT (1.2 M) BELOW THE LEVEL OF THE HIGHWAY
 PQ1473'AND PROJECTS 3 INCHES ABOVE THE GROUND.  NOTE--NOT LEVELED TO DURING
 PQ1473'THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1464 ***********************************************************************
 PQ1464  DESIGNATION -  4308 D
 PQ1464  PID         -  PQ1464
 PQ1464  STATE/COUNTY-  MN/MCLEOD
 PQ1464  COUNTRY     -  US
 PQ1464  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1464
 PQ1464                         *CURRENT SURVEY CONTROL
 PQ1464  ______________________________________________________________________
 PQ1464* NAD 83(1986) POSITION- 44 56 32.3    (N) 094 30 01.6    (W)   HD_HELD2  
 PQ1464* NAVD 88 ORTHO HEIGHT -   337.767  (meters)    1108.16  (feet) ADJUSTED  
 PQ1464  ______________________________________________________________________
 PQ1464  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 PQ1464  DYNAMIC HEIGHT  -        337.741 (meters)     1108.07  (feet) COMP
 PQ1464  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 PQ1464
 PQ1464  VERT ORDER      -  SECOND    CLASS I
 PQ1464
 PQ1464.The horizontal coordinates were established by autonomous hand held GPS
 PQ1464.observations and have an estimated accuracy of +/- 10 meters.
 PQ1464.
 PQ1464.The orthometric height was determined by differential leveling and
 PQ1464.adjusted in June 1995.
 PQ1464
 PQ1464.Photographs are available for this station.
 PQ1464
 PQ1464.The dynamic height is computed by dividing the NAVD 88
 PQ1464.geopotential number by the normal gravity value computed on the
 PQ1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1464.degrees latitude (g = 980.6199 gals.).
 PQ1464
 PQ1464.The modeled gravity was interpolated from observed gravity values.
 PQ1464
 PQ1464;                    North         East    Units  Estimated Accuracy
 PQ1464;SPC MN S     -   315,936.      760,504.      MT  (+/- 10 meters HH2 GPS)
 PQ1464
 PQ1464                          SUPERSEDED SURVEY CONTROL
 PQ1464
 PQ1464.No superseded survey control is available for this station.
 PQ1464
 PQ1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8162377636(NAD 83)
 PQ1464
 PQ1464_MARKER: DB = BENCH MARK DISK
 PQ1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1464_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1464_STAMPING: 4308 D 1978
 PQ1464_MARK LOGO: MNDT  
 PQ1464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1464+STABILITY: SURFACE MOTION
 PQ1464
 PQ1464  HISTORY     - Date     Condition        Report By
 PQ1464  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1464  HISTORY     - 19850909 GOOD             MNDT
 PQ1464
 PQ1464                          STATION DESCRIPTION
 PQ1464
 PQ1464'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1464'THE MARK IS LOCATED 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ1464'FROM ITS JUNCTION WITH COUNTY ROAD 26 AT CEDAR MILLS, IN THE SW 1/4
 PQ1464'OF SECTION 18, T117N, R30W, AT THE JUNCTION OF TRUNK HIGHWAY 7 AND
 PQ1464'TRUNK HIGHWAY 22.  THE MARK IS 57.8 FEET (17.6 M) SOUTHWEST OF THE
 PQ1464'CENTERLINE OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 22, 450 FEET (137.2
 PQ1464'M) EAST OF THE COUNTY LINE AND TRUNK HIGHWAY 7 MILEPOST 134, 217.5
 PQ1464'FEET (66.3 M) WEST-SOUTHWEST OF TRUNK HIGHWAY 22 MILEPOST 130, AND
 PQ1464'61.8 FEET (18.8 M) WEST-NORTHWEST OF A BURIED TELEPHONE CABLE MARKER
 PQ1464'POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4308 D
 PQ1464'1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE POST THAT
 PQ1464'IS ABOUT 2 FEET (0.6 M) ABOVE THE LEVEL OF THE HIGHWAYS AND PROJECTS
 PQ1464'3 INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ1464
 PQ1464                          STATION RECOVERY (1985)
 PQ1464
 PQ1464'RECOVERY NOTE BY MN DEPT OF TRANSP 1985
 PQ1464'THE MARK IS 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY 7 FROM ITS
 PQ1464'JUNCTION WITH COUNTY ROAD 26 AT CEDAR MILLS, IN THE SW 1/4 OF SECTION
 PQ1464'18, T117N, R30W, AT THE JUNCTION OF TRUNK HIGHWAYS 7 AND 22, 57.8 FT
 PQ1464'(17.6 M) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 7/22, 450 FT (137.2
 PQ1464'M) EAST OF THE COUNTY LINE AND HIGHWAY 7 MILEPOST 134, 217.5 FT (66.3
 PQ1464'M) WEST-SOUTHWEST OF HIGHWAY 22 MILEPOST 130, 61.8 FT (18.8 M)
 PQ1464'WEST-NORTHWEST OF A BURIED TELEPHONE CABLE MARKER POST, AND 1.0 FT
 PQ1464'(0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 PQ1464'BENCH MARK DISK STAMPED---4308 D 1978---, IS SET IN THE TOP OF A
 PQ1464'MAGNETIC PRECAST CONCRETE POST AND IS ABOUT 2 FT (0.6 M) ABOVE THE
 PQ1464'LEVEL OF THE HIGHWAYS AND PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1492 ***********************************************************************
 PQ1492  DESIGNATION -  4308 F
 PQ1492  PID         -  PQ1492
 PQ1492  STATE/COUNTY-  MN/MCLEOD
 PQ1492  COUNTRY     -  US
 PQ1492  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1492
 PQ1492                         *CURRENT SURVEY CONTROL
 PQ1492  ______________________________________________________________________
 PQ1492* NAD 83(1986) POSITION- 44 53 33.     (N) 094 24 21.     (W)   SCALED    
 PQ1492* NAVD 88 ORTHO HEIGHT -   318.091  (meters)    1043.60  (feet) ADJUSTED  
 PQ1492  ______________________________________________________________________
 PQ1492  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 PQ1492  DYNAMIC HEIGHT  -        318.063 (meters)     1043.51  (feet) COMP
 PQ1492  MODELED GRAVITY -    980,517.6   (mgal)                       NAVD 88
 PQ1492
 PQ1492  VERT ORDER      -  SECOND    CLASS I
 PQ1492
 PQ1492.The horizontal coordinates were scaled from a topographic map and have
 PQ1492.an estimated accuracy of +/- 6 seconds.
 PQ1492.
 PQ1492.The orthometric height was determined by differential leveling and
 PQ1492.adjusted in June 1995.
 PQ1492
 PQ1492.The dynamic height is computed by dividing the NAVD 88
 PQ1492.geopotential number by the normal gravity value computed on the
 PQ1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1492.degrees latitude (g = 980.6199 gals.).
 PQ1492
 PQ1492.The modeled gravity was interpolated from observed gravity values.
 PQ1492
 PQ1492;                    North         East    Units  Estimated Accuracy
 PQ1492;SPC MN S     -   310,360.      767,940.      MT  (+/- 180 meters Scaled)
 PQ1492
 PQ1492                          SUPERSEDED SURVEY CONTROL
 PQ1492
 PQ1492.No superseded survey control is available for this station.
 PQ1492
 PQ1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK889719(NAD 83)
 PQ1492
 PQ1492_MARKER: DB = BENCH MARK DISK
 PQ1492_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1492_SP_SET: CONCRETE BOX CULVERT
 PQ1492_STAMPING: 4308 F 1984
 PQ1492_MARK LOGO: MNDT  
 PQ1492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1492+STABILITY: SURFACE MOTION
 PQ1492
 PQ1492  HISTORY     - Date     Condition        Report By
 PQ1492  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1492  HISTORY     - 19850909 GOOD             MNDT
 PQ1492
 PQ1492                          STATION DESCRIPTION
 PQ1492
 PQ1492'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1492'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE SE 1/4 OF
 PQ1492'SECTION 35, T117N, R30W, 1.8 MI (2.9 KM) WEST ALONG TRUNK HIGHWAY 7
 PQ1492'AND 22 FROM THE JUNCTION OF HIGHWAYS 7, 22, AND 15 IN HUTCHINSON,
 PQ1492'22.5 FT (6.9 M) SOUTH OF AND ABOUT 2 FT (0.6 M) LOWER THAN THE
 PQ1492'CENTERLINE OF THE HIGHWAY AT HIGHWAY 22 MILEPOINT 123.95, AND AT
 PQ1492'ENGINEERS STATION 960+94.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1492'STAMPED---4308 F 1984---, IS SET IN THE HEADWALL AT THE SOUTHEAST
 PQ1492'CORNER OF A BOX CULVERT (BRIDGE NUMBER 8879) CARRYING HIGHWAY 7/22
 PQ1492'OVER A CHANNEL CONNECTING CAMPBELL LAKE WITH OTTER LAKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1485 ***********************************************************************
 PQ1485  DESIGNATION -  4308 G
 PQ1485  PID         -  PQ1485
 PQ1485  STATE/COUNTY-  MN/MCLEOD
 PQ1485  COUNTRY     -  US
 PQ1485  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1485
 PQ1485                         *CURRENT SURVEY CONTROL
 PQ1485  ______________________________________________________________________
 PQ1485* NAD 83(1986) POSITION- 44 55 43.     (N) 094 29 21.     (W)   SCALED    
 PQ1485* NAVD 88 ORTHO HEIGHT -   332.977  (meters)    1092.44  (feet) ADJUSTED  
 PQ1485  ______________________________________________________________________
 PQ1485  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 PQ1485  DYNAMIC HEIGHT  -        332.950 (meters)     1092.35  (feet) COMP
 PQ1485  MODELED GRAVITY -    980,527.0   (mgal)                       NAVD 88
 PQ1485
 PQ1485  VERT ORDER      -  SECOND    CLASS I
 PQ1485
 PQ1485.The horizontal coordinates were scaled from a topographic map and have
 PQ1485.an estimated accuracy of +/- 6 seconds.
 PQ1485.
 PQ1485.The orthometric height was determined by differential leveling and
 PQ1485.adjusted in June 1995.
 PQ1485
 PQ1485.The dynamic height is computed by dividing the NAVD 88
 PQ1485.geopotential number by the normal gravity value computed on the
 PQ1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1485.degrees latitude (g = 980.6199 gals.).
 PQ1485
 PQ1485.The modeled gravity was interpolated from observed gravity values.
 PQ1485
 PQ1485;                    North         East    Units  Estimated Accuracy
 PQ1485;SPC MN S     -   314,410.      761,390.      MT  (+/- 180 meters Scaled)
 PQ1485
 PQ1485                          SUPERSEDED SURVEY CONTROL
 PQ1485
 PQ1485.No superseded survey control is available for this station.
 PQ1485
 PQ1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK824760(NAD 83)
 PQ1485
 PQ1485_MARKER: DV = VERTICAL CONTROL DISK
 PQ1485_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1485_SP_SET: ALUMINUM ALLOY ROD
 PQ1485_STAMPING: 4308 G 1984
 PQ1485_MARK LOGO: MNDT  
 PQ1485_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1485
 PQ1485  HISTORY     - Date     Condition        Report By
 PQ1485  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1485  HISTORY     - 19850909 GOOD             MNDT
 PQ1485
 PQ1485                          STATION DESCRIPTION
 PQ1485
 PQ1485'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1485'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF THE CITY OF
 PQ1485'CEDAR MILLS, IN THE SE 1/4 OF SECTION 19, T117N, R30W, 1.2 MI (1.9
 PQ1485'KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF THE
 PQ1485'TWO HIGHWAYS (ABOUT 1 MI (1.6 KM) EAST OF CEDAR MILLS), 124.5 FT
 PQ1485'(37.9 M) SOUTHWEST OF AND ABOUT 3 FT (0.9 M) LOWER THAN THE
 PQ1485'CENTERLINE OF HIGHWAY 7/22 AT HIGHWAY 22 MILEPOINT 128.85, 161.5 FT
 PQ1485'(49.2 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL, 30.0 FT (9.1 M)
 PQ1485'SOUTH OF THE CENTER OF A GRAVEL ROAD, 1.5 FT (0.5 M) NORTHEAST OF A
 PQ1485'POWER POLE, AND 1.5 FT (0.5 M) EAST OF A STEEL WITNESS POST.  THE
 PQ1485'MARK, A STANDARD MAGNETIC ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 PQ1485'DISK STAMPED---4308 G 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1485'REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND
 PQ1485'PROJECTS 0.2 FT (0.1 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1484 ***********************************************************************
 PQ1484  DESIGNATION -  4308 H
 PQ1484  PID         -  PQ1484
 PQ1484  STATE/COUNTY-  MN/MCLEOD
 PQ1484  COUNTRY     -  US
 PQ1484  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1484
 PQ1484                         *CURRENT SURVEY CONTROL
 PQ1484  ______________________________________________________________________
 PQ1484* NAD 83(1986) POSITION- 44 56 10.     (N) 094 29 34.     (W)   SCALED    
 PQ1484* NAVD 88 ORTHO HEIGHT -   337.524  (meters)    1107.36  (feet) ADJUSTED  
 PQ1484  ______________________________________________________________________
 PQ1484  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 PQ1484  DYNAMIC HEIGHT  -        337.497 (meters)     1107.27  (feet) COMP
 PQ1484  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 PQ1484
 PQ1484  VERT ORDER      -  SECOND    CLASS I
 PQ1484
 PQ1484.The horizontal coordinates were scaled from a topographic map and have
 PQ1484.an estimated accuracy of +/- 6 seconds.
 PQ1484.
 PQ1484.The orthometric height was determined by differential leveling and
 PQ1484.adjusted in June 1995.
 PQ1484
 PQ1484.The dynamic height is computed by dividing the NAVD 88
 PQ1484.geopotential number by the normal gravity value computed on the
 PQ1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1484.degrees latitude (g = 980.6199 gals.).
 PQ1484
 PQ1484.The modeled gravity was interpolated from observed gravity values.
 PQ1484
 PQ1484;                    North         East    Units  Estimated Accuracy
 PQ1484;SPC MN S     -   315,240.      761,110.      MT  (+/- 180 meters Scaled)
 PQ1484
 PQ1484                          SUPERSEDED SURVEY CONTROL
 PQ1484
 PQ1484.No superseded survey control is available for this station.
 PQ1484
 PQ1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK822769(NAD 83)
 PQ1484
 PQ1484_MARKER: DV = VERTICAL CONTROL DISK
 PQ1484_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1484_SP_SET: ALUMINUM ALLOY ROD
 PQ1484_STAMPING: 4308 H 1984
 PQ1484_MARK LOGO: MNDT  
 PQ1484_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1484
 PQ1484  HISTORY     - Date     Condition        Report By
 PQ1484  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1484  HISTORY     - 19850909 GOOD             MNDT
 PQ1484
 PQ1484                          STATION DESCRIPTION
 PQ1484
 PQ1484'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1484'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST-SOUTHEAST OF THE CITY OF
 PQ1484'CEDAR MILLS, NEAR THE NORTH 1/4 CORNER OF SECTION 19, T117N, R30W,
 PQ1484'0.55 MI (0.89 KM) SOUTHEAST ALONG TURNK HGIHWAY 7 AND 22 FROMTHE
 PQ1484'JUNCITON OF THE TWO HIGHWAYS (ABOUT 1 MI (1.6 KM) EAST OF CEDAR
 PQ1484'MILLS), 102.5 FT (31.2 M) NORTHEAST OF AND ABOUT LEVEL WITH THE
 PQ1484'CENTERLINE OF HIGHWAY 7/22 AT HIGHWAY 22 MILEPOINT 129.45, 28.8 FT
 PQ1484'(8.8 M) EAST OF A STEEL RIGHT-OF-WAY POST, AND 2.2 FT (0.7 M) WEST OF
 PQ1484'A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL
 PQ1484'CONTROL MONUMENT DISK STAMPED---4308 H 1984---, IS FORCED ONTO THE
 PQ1484'TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG
 PQ1484'ALUMINUM ALLOY ROD AND PROJECTS 0.1 FT (0.03 M) ABOVE THE GROUND.  A
 PQ1484'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1486 ***********************************************************************
 PQ1486  DESIGNATION -  4308 J
 PQ1486  PID         -  PQ1486
 PQ1486  STATE/COUNTY-  MN/MCLEOD
 PQ1486  COUNTRY     -  US
 PQ1486  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1486
 PQ1486                         *CURRENT SURVEY CONTROL
 PQ1486  ______________________________________________________________________
 PQ1486* NAD 83(1986) POSITION- 44 55 24.     (N) 094 28 28.     (W)   SCALED    
 PQ1486* NAVD 88 ORTHO HEIGHT -   329.356  (meters)    1080.56  (feet) ADJUSTED  
 PQ1486  ______________________________________________________________________
 PQ1486  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PQ1486  DYNAMIC HEIGHT  -        329.329 (meters)     1080.47  (feet) COMP
 PQ1486  MODELED GRAVITY -    980,525.9   (mgal)                       NAVD 88
 PQ1486
 PQ1486  VERT ORDER      -  SECOND    CLASS I
 PQ1486
 PQ1486.The horizontal coordinates were scaled from a topographic map and have
 PQ1486.an estimated accuracy of +/- 6 seconds.
 PQ1486.
 PQ1486.The orthometric height was determined by differential leveling and
 PQ1486.adjusted in June 1995.
 PQ1486
 PQ1486.The dynamic height is computed by dividing the NAVD 88
 PQ1486.geopotential number by the normal gravity value computed on the
 PQ1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1486.degrees latitude (g = 980.6199 gals.).
 PQ1486
 PQ1486.The modeled gravity was interpolated from observed gravity values.
 PQ1486
 PQ1486;                    North         East    Units  Estimated Accuracy
 PQ1486;SPC MN S     -   313,820.      762,540.      MT  (+/- 180 meters Scaled)
 PQ1486
 PQ1486                          SUPERSEDED SURVEY CONTROL
 PQ1486
 PQ1486.No superseded survey control is available for this station.
 PQ1486
 PQ1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK836754(NAD 83)
 PQ1486
 PQ1486_MARKER: DV = VERTICAL CONTROL DISK
 PQ1486_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1486_SP_SET: ALUMINUM ALLOY ROD
 PQ1486_STAMPING: 4308 J 1984
 PQ1486_MARK LOGO: MNDT  
 PQ1486_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1486
 PQ1486  HISTORY     - Date     Condition        Report By
 PQ1486  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1486  HISTORY     - 19850909 GOOD             MNDT
 PQ1486
 PQ1486                          STATION DESCRIPTION
 PQ1486
 PQ1486'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1486'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SOUTHEAST OF THE CITY OF
 PQ1486'CEDAR MILLS, IN THE SW 1/4 OF SECTION 20, T117N, R30W, 1.85 MI (2.98
 PQ1486'KM) SOUTHEAST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF THE
 PQ1486'TWO HIGHWAYS (ABOUT 2 FT (0.6 M) LOWER THAN THE CENTERLINE OF HIGHWAY
 PQ1486'7/22 AT HIGHWAY 22 MILEPOINT 128.1, 45 FT (13.7 M) EAST OF THE
 PQ1486'EXTENDED CENTER OF AN ENTRANCE, 41.4 FT (12.6 M) SOUTHWEST OF A
 PQ1486'TELEPHONE CABLE PEDESTAL, 16.7 FT (5.1 M) WEST-NORTHWEST OF A 3-INCH
 PQ1486'COTTONWOOD TREE, AND 2.4 FT (0.7 M) NORTH-NORTHEAST OF A STEEL
 PQ1486'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 PQ1486'MONUMENT DISK STAMPED---4308 J 1984---, IS FORCED ONTO THE TOP OF A
 PQ1486'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ALLOY
 PQ1486'ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1487 ***********************************************************************
 PQ1487  DESIGNATION -  4308 K
 PQ1487  PID         -  PQ1487
 PQ1487  STATE/COUNTY-  MN/MCLEOD
 PQ1487  COUNTRY     -  US
 PQ1487  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1487
 PQ1487                         *CURRENT SURVEY CONTROL
 PQ1487  ______________________________________________________________________
 PQ1487* NAD 83(1986) POSITION- 44 55 03.     (N) 094 27 38.     (W)   SCALED    
 PQ1487* NAVD 88 ORTHO HEIGHT -   326.743  (meters)    1071.99  (feet) ADJUSTED  
 PQ1487  ______________________________________________________________________
 PQ1487  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PQ1487  DYNAMIC HEIGHT  -        326.716 (meters)     1071.90  (feet) COMP
 PQ1487  MODELED GRAVITY -    980,524.6   (mgal)                       NAVD 88
 PQ1487
 PQ1487  VERT ORDER      -  SECOND    CLASS I
 PQ1487
 PQ1487.The horizontal coordinates were scaled from a topographic map and have
 PQ1487.an estimated accuracy of +/- 6 seconds.
 PQ1487.
 PQ1487.The orthometric height was determined by differential leveling and
 PQ1487.adjusted in June 1995.
 PQ1487
 PQ1487.The dynamic height is computed by dividing the NAVD 88
 PQ1487.geopotential number by the normal gravity value computed on the
 PQ1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1487.degrees latitude (g = 980.6199 gals.).
 PQ1487
 PQ1487.The modeled gravity was interpolated from observed gravity values.
 PQ1487
 PQ1487;                    North         East    Units  Estimated Accuracy
 PQ1487;SPC MN S     -   313,160.      763,640.      MT  (+/- 180 meters Scaled)
 PQ1487
 PQ1487                          SUPERSEDED SURVEY CONTROL
 PQ1487
 PQ1487.No superseded survey control is available for this station.
 PQ1487
 PQ1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK847748(NAD 83)
 PQ1487
 PQ1487_MARKER: DV = VERTICAL CONTROL DISK
 PQ1487_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1487_SP_SET: ALUMINUM ALLOY ROD
 PQ1487_STAMPING: 4308 K 1984
 PQ1487_MARK LOGO: MNDT  
 PQ1487_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1487
 PQ1487  HISTORY     - Date     Condition        Report By
 PQ1487  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1487  HISTORY     - 19850909 GOOD             MNDT
 PQ1487
 PQ1487                          STATION DESCRIPTION
 PQ1487
 PQ1487'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1487'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) WEST-NORTHWEST OF THE CITY OF
 PQ1487'HUTCHINSON, IN THE NE 1/4 OF SECTION 29, T117N, R30W, 5.15 MI (8.29
 PQ1487'KM) WEST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF TRUNK
 PQ1487'HIGHWAYS 7, 22, AND 15 IN HUTCHINSON, AT A REST AREA, 119.0 FT (36.3
 PQ1487'M) NORTHEAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 7/22
 PQ1487'AT HIGHWAY 22 MILEPOINT 127.3, 86.0 FT (26.2 M) WEST OF THE CENTER OF
 PQ1487'A ROAD, 29.2 FT (8.9 M) WEST OF A 10-INCH ASH TREE, 20.1 FT (6.1 M)
 PQ1487'SOUTH OF A 6-INCH CEDAR TREE (TWIN), 1.5 FT (0.5 M) EAST OF A
 PQ1487'GUARDRAIL POST, AND 2.3 FT (0.7 M) NORTHWEST OF A STEEL WITNESS POST.
 PQ1487'THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1487'STAMPED---4308 K 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1487'REFUSAL) 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1487'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1488 ***********************************************************************
 PQ1488  DESIGNATION -  4308 L
 PQ1488  PID         -  PQ1488
 PQ1488  STATE/COUNTY-  MN/MCLEOD
 PQ1488  COUNTRY     -  US
 PQ1488  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1488
 PQ1488                         *CURRENT SURVEY CONTROL
 PQ1488  ______________________________________________________________________
 PQ1488* NAD 83(1986) POSITION- 44 54 48.     (N) 094 27 17.     (W)   SCALED    
 PQ1488* NAVD 88 ORTHO HEIGHT -   325.496  (meters)    1067.90  (feet) ADJUSTED  
 PQ1488  ______________________________________________________________________
 PQ1488  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 PQ1488  DYNAMIC HEIGHT  -        325.468 (meters)     1067.81  (feet) COMP
 PQ1488  MODELED GRAVITY -    980,523.7   (mgal)                       NAVD 88
 PQ1488
 PQ1488  VERT ORDER      -  SECOND    CLASS I
 PQ1488
 PQ1488.The horizontal coordinates were scaled from a topographic map and have
 PQ1488.an estimated accuracy of +/- 6 seconds.
 PQ1488.
 PQ1488.The orthometric height was determined by differential leveling and
 PQ1488.adjusted in June 1995.
 PQ1488
 PQ1488.The dynamic height is computed by dividing the NAVD 88
 PQ1488.geopotential number by the normal gravity value computed on the
 PQ1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1488.degrees latitude (g = 980.6199 gals.).
 PQ1488
 PQ1488.The modeled gravity was interpolated from observed gravity values.
 PQ1488
 PQ1488;                    North         East    Units  Estimated Accuracy
 PQ1488;SPC MN S     -   312,700.      764,100.      MT  (+/- 180 meters Scaled)
 PQ1488
 PQ1488                          SUPERSEDED SURVEY CONTROL
 PQ1488
 PQ1488.No superseded survey control is available for this station.
 PQ1488
 PQ1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK851743(NAD 83)
 PQ1488
 PQ1488_MARKER: DV = VERTICAL CONTROL DISK
 PQ1488_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1488_SP_SET: ALUMINUM ALLOY ROD
 PQ1488_STAMPING: 4308 L 1984
 PQ1488_MARK LOGO: MNDT  
 PQ1488_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1488
 PQ1488  HISTORY     - Date     Condition        Report By
 PQ1488  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1488  HISTORY     - 19850909 GOOD             MNDT
 PQ1488
 PQ1488                          STATION DESCRIPTION
 PQ1488
 PQ1488'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1488'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST-NORTHWEST OF THE CITY
 PQ1488'OF HUTCHINSON, IN THE SW 1/4 OF SECTION 28, T117N, R30W, 4.8 MI (7.7
 PQ1488'KM) WEST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF HIGHWAYS
 PQ1488'7, 22, AND 15 IN HUTCHINSON, 133.0 FT (40.5 M) SOUTH-SOUTHWEST OF AND
 PQ1488'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 7/22 AT HIGHWAY 22
 PQ1488'MILEPOINT 126.95, 111.4 FT (34.0 M) WEST-NORTHWEST OF A STEEL SIGN
 PQ1488'(CAUTION) POST, 63.1 FT (19.2 M) SOUTH-SOUTHEAST OF A 12-INCH TWIN
 PQ1488'TREE, 10.5 FT (3.2 M) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 2.5
 PQ1488'FT (0.8 M) NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE MARK, A
 PQ1488'STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4308
 PQ1488'L 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH
 PQ1488'DIAMETER BY 20-FOOT LONG ALUMINUM ALLOY ROD AND PROJECTS 0.2 FT (0.1
 PQ1488'M) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1489 ***********************************************************************
 PQ1489  DESIGNATION -  4308 M
 PQ1489  PID         -  PQ1489
 PQ1489  STATE/COUNTY-  MN/MCLEOD
 PQ1489  COUNTRY     -  US
 PQ1489  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1489
 PQ1489                         *CURRENT SURVEY CONTROL
 PQ1489  ______________________________________________________________________
 PQ1489* NAD 83(1986) POSITION- 44 54 19.     (N) 094 26 25.     (W)   SCALED    
 PQ1489* NAVD 88 ORTHO HEIGHT -   324.372  (meters)    1064.21  (feet) ADJUSTED  
 PQ1489  ______________________________________________________________________
 PQ1489  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 PQ1489  DYNAMIC HEIGHT  -        324.344 (meters)     1064.12  (feet) COMP
 PQ1489  MODELED GRAVITY -    980,521.7   (mgal)                       NAVD 88
 PQ1489
 PQ1489  VERT ORDER      -  SECOND    CLASS I
 PQ1489
 PQ1489.The horizontal coordinates were scaled from a topographic map and have
 PQ1489.an estimated accuracy of +/- 6 seconds.
 PQ1489.
 PQ1489.The orthometric height was determined by differential leveling and
 PQ1489.adjusted in June 1995.
 PQ1489
 PQ1489.The dynamic height is computed by dividing the NAVD 88
 PQ1489.geopotential number by the normal gravity value computed on the
 PQ1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1489.degrees latitude (g = 980.6199 gals.).
 PQ1489
 PQ1489.The modeled gravity was interpolated from observed gravity values.
 PQ1489
 PQ1489;                    North         East    Units  Estimated Accuracy
 PQ1489;SPC MN S     -   311,790.      765,230.      MT  (+/- 180 meters Scaled)
 PQ1489
 PQ1489                          SUPERSEDED SURVEY CONTROL
 PQ1489
 PQ1489.No superseded survey control is available for this station.
 PQ1489
 PQ1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK862734(NAD 83)
 PQ1489
 PQ1489_MARKER: DV = VERTICAL CONTROL DISK
 PQ1489_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1489_SP_SET: ALUMINUM ALLOY ROD
 PQ1489_STAMPING: 4308 M 1984
 PQ1489_MARK LOGO: MNDT  
 PQ1489_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1489
 PQ1489  HISTORY     - Date     Condition        Report By
 PQ1489  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1489  HISTORY     - 19850909 GOOD             MNDT
 PQ1489
 PQ1489                          STATION DESCRIPTION
 PQ1489
 PQ1489'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1489'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WEST-NORTHWEST OF THE CITY OF
 PQ1489'HUTCHINSON, IN THE NW 1/4 OF SECTION 34, T117N, R30W, 3.85 MI (6.20
 PQ1489'KM) WEST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF HIGHWAYS
 PQ1489'7, 22, AND 15 IN HUTCHINSON, 133.0 FT (40.5 M) SOUTH-SOUTHWEST OF AND
 PQ1489'ABOUT LEVEL WITH THE CENTERLINE OF HIGHWAY 7/22 AT HIGHWAY 22
 PQ1489'MILEPOINT 126.0, 62.9 FT (19.2 M) SOUTHWEST OF A POWER POLE, 25.5 FT
 PQ1489'(7.8 M) WEST OF THE CENTER OF A FARM ENTRANCE, AND 1.7 FT (0.5 M)
 PQ1489'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT
 PQ1489'VERTICAL CONTROL MONUMENT DISK STAMPED---4308 M 1984---, IS FORCED
 PQ1489'ONTO THE TOP OF A DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 30-FOOT
 PQ1489'LONG ALUMINUM ALLOY ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1490 ***********************************************************************
 PQ1490  DESIGNATION -  4308 N
 PQ1490  PID         -  PQ1490
 PQ1490  STATE/COUNTY-  MN/MCLEOD
 PQ1490  COUNTRY     -  US
 PQ1490  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1490
 PQ1490                         *CURRENT SURVEY CONTROL
 PQ1490  ______________________________________________________________________
 PQ1490* NAD 83(1986) POSITION- 44 53 51.     (N) 094 25 54.     (W)   SCALED    
 PQ1490* NAVD 88 ORTHO HEIGHT -   323.087  (meters)    1059.99  (feet) ADJUSTED  
 PQ1490  ______________________________________________________________________
 PQ1490  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 PQ1490  DYNAMIC HEIGHT  -        323.059 (meters)     1059.90  (feet) COMP
 PQ1490  MODELED GRAVITY -    980,519.9   (mgal)                       NAVD 88
 PQ1490
 PQ1490  VERT ORDER      -  SECOND    CLASS I
 PQ1490
 PQ1490.The horizontal coordinates were scaled from a topographic map and have
 PQ1490.an estimated accuracy of +/- 6 seconds.
 PQ1490.
 PQ1490.The orthometric height was determined by differential leveling and
 PQ1490.adjusted in June 1995.
 PQ1490
 PQ1490.The dynamic height is computed by dividing the NAVD 88
 PQ1490.geopotential number by the normal gravity value computed on the
 PQ1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1490.degrees latitude (g = 980.6199 gals.).
 PQ1490
 PQ1490.The modeled gravity was interpolated from observed gravity values.
 PQ1490
 PQ1490;                    North         East    Units  Estimated Accuracy
 PQ1490;SPC MN S     -   310,930.      765,910.      MT  (+/- 180 meters Scaled)
 PQ1490
 PQ1490                          SUPERSEDED SURVEY CONTROL
 PQ1490
 PQ1490.No superseded survey control is available for this station.
 PQ1490
 PQ1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK869725(NAD 83)
 PQ1490
 PQ1490_MARKER: DV = VERTICAL CONTROL DISK
 PQ1490_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1490_SP_SET: ALUMINUM ALLOY ROD
 PQ1490_STAMPING: 4308 N 1984
 PQ1490_MARK LOGO: MNDT  
 PQ1490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1490
 PQ1490  HISTORY     - Date     Condition        Report By
 PQ1490  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1490  HISTORY     - 19850909 GOOD             MNDT
 PQ1490
 PQ1490                          STATION DESCRIPTION
 PQ1490
 PQ1490'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1490'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) WEST OF THE CITY OF
 PQ1490'HUTCHINSON, IN THE SW 1/4 OF SECTION 34, T17N, R30W, 3.15 MI (5.07
 PQ1490'KM) WEST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF HIGHWAYS
 PQ1490'7, 22, AND 15 IN HUTCHINSON, 173.5 FT (52.9 M) SOUTHWEST OF AND ABOUT
 PQ1490'LEVEL WITH THE CENTERLINE OF HIGHWAY 7/22 AT HIGHWAY 22 MILEPOINT
 PQ1490'125.4, 118.0 FT (36.0 M) SOUTHWEST OF A TELEPHONE CABLE PEDESTAL,
 PQ1490'98.5 FT (30.0 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BLOCK
 PQ1490'AND STONE BUILDING, 49.7 FT (15.1 M) SOUTHEAST OF A POWER POLE (WITH
 PQ1490'TRANSFORMER AND LIGHT), AND 2.6 FT (0.8 M) NORTH-NORTHWEST OF A STEEL
 PQ1490'WITNESS POST.  THE MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL
 PQ1490'MONUMENT DISK STAMPED---4308 N 1984---, IS FORCED ONTO THE TOP OF A
 PQ1490'DRIVEN (TO REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY
 PQ1490'ROD AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1491 ***********************************************************************
 PQ1491  DESIGNATION -  4308 P
 PQ1491  PID         -  PQ1491
 PQ1491  STATE/COUNTY-  MN/MCLEOD
 PQ1491  COUNTRY     -  US
 PQ1491  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1491
 PQ1491                         *CURRENT SURVEY CONTROL
 PQ1491  ______________________________________________________________________
 PQ1491* NAD 83(1986) POSITION- 44 53 37.     (N) 094 25 14.     (W)   SCALED    
 PQ1491* NAVD 88 ORTHO HEIGHT -   323.832  (meters)    1062.44  (feet) ADJUSTED  
 PQ1491  ______________________________________________________________________
 PQ1491  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 PQ1491  DYNAMIC HEIGHT  -        323.803 (meters)     1062.34  (feet) COMP
 PQ1491  MODELED GRAVITY -    980,518.6   (mgal)                       NAVD 88
 PQ1491
 PQ1491  VERT ORDER      -  SECOND    CLASS I
 PQ1491
 PQ1491.The horizontal coordinates were scaled from a topographic map and have
 PQ1491.an estimated accuracy of +/- 6 seconds.
 PQ1491.
 PQ1491.The orthometric height was determined by differential leveling and
 PQ1491.adjusted in June 1995.
 PQ1491
 PQ1491.The dynamic height is computed by dividing the NAVD 88
 PQ1491.geopotential number by the normal gravity value computed on the
 PQ1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1491.degrees latitude (g = 980.6199 gals.).
 PQ1491
 PQ1491.The modeled gravity was interpolated from observed gravity values.
 PQ1491
 PQ1491;                    North         East    Units  Estimated Accuracy
 PQ1491;SPC MN S     -   310,490.      766,780.      MT  (+/- 180 meters Scaled)
 PQ1491
 PQ1491                          SUPERSEDED SURVEY CONTROL
 PQ1491
 PQ1491.No superseded survey control is available for this station.
 PQ1491
 PQ1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK878721(NAD 83)
 PQ1491
 PQ1491_MARKER: DV = VERTICAL CONTROL DISK
 PQ1491_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1491_SP_SET: ALUMINUM ALLOY ROD
 PQ1491_STAMPING: 4308 P 1984
 PQ1491_MARK LOGO: MNDT  
 PQ1491_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1491
 PQ1491  HISTORY     - Date     Condition        Report By
 PQ1491  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1491  HISTORY     - 19850909 GOOD             MNDT
 PQ1491
 PQ1491                          STATION DESCRIPTION
 PQ1491
 PQ1491'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1491'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST OF THE CITY OF
 PQ1491'HUTCHINSON, IN THE SE 1/4 OF SECTION 34, T117N, R30W, 2.55 MI (4.10
 PQ1491'KM) WEST ALONG TRUNK HIGHWAY 7 AND 22 FROM THE JUNCTION OF HIGHWAYS
 PQ1491'7, 22, AND 15 IN HUTCHINSON, 88.5 FT (27.0 M) NORTH OF AND 1 FT (0.3
 PQ1491'M) LOWER THAN THE CENTERLINE OF HIGHWAY 7/22 AT HIGHWAY 22 MILEPOINT
 PQ1491'124.7, 34.0 FT (10.4 M) WEST OF THE CENTER OF A GRAVEL ROAD, 15.3 FT
 PQ1491'(4.7 M) NORTH-NORTHEAST OF A POWER POLE, 1.6 FT (0.5 M) SOUTH OF A
 PQ1491'TELEPHONE POLE, AND 1.3 FT (0.4 M) WEST OF A STEEL WITNESS POST.  THE
 PQ1491'MARK, A STANDARD MAGNETIC MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1491'STAMPED---4308 P 1984---, IS FORCED ONTO THE TOP OF A DRIVEN (TO
 PQ1491'REFUSAL) 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ALLOY ROD AND IS
 PQ1491'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1493 ***********************************************************************
 PQ1493  DESIGNATION -  4308 Q
 PQ1493  PID         -  PQ1493
 PQ1493  STATE/COUNTY-  MN/MCLEOD
 PQ1493  COUNTRY     -  US
 PQ1493  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1493
 PQ1493                         *CURRENT SURVEY CONTROL
 PQ1493  ______________________________________________________________________
 PQ1493* NAD 83(1986) POSITION- 44 53 30.08   (N) 094 23 39.66   (W)   HD_HELD1  
 PQ1493* NAVD 88 ORTHO HEIGHT -   323.684  (meters)    1061.95  (feet) ADJUSTED  
 PQ1493  ______________________________________________________________________
 PQ1493  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PQ1493  DYNAMIC HEIGHT  -        323.655 (meters)     1061.86  (feet) COMP
 PQ1493  MODELED GRAVITY -    980,516.8   (mgal)                       NAVD 88
 PQ1493
 PQ1493  VERT ORDER      -  SECOND    CLASS I
 PQ1493
 PQ1493.The horizontal coordinates were established by differentially corrected
 PQ1493.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1493.
 PQ1493.The orthometric height was determined by differential leveling and
 PQ1493.adjusted in June 1995.
 PQ1493
 PQ1493.The dynamic height is computed by dividing the NAVD 88
 PQ1493.geopotential number by the normal gravity value computed on the
 PQ1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1493.degrees latitude (g = 980.6199 gals.).
 PQ1493
 PQ1493.The modeled gravity was interpolated from observed gravity values.
 PQ1493
 PQ1493;                    North         East    Units  Estimated Accuracy
 PQ1493;SPC MN S     -   310,265.8     768,850.1     MT  (+/- 3 meters HH1 GPS) 
 PQ1493
 PQ1493                          SUPERSEDED SURVEY CONTROL
 PQ1493
 PQ1493.No superseded survey control is available for this station.
 PQ1493
 PQ1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8989671864(NAD 83)
 PQ1493
 PQ1493_MARKER: DV = VERTICAL CONTROL DISK
 PQ1493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1493_SP_SET: BRIDGE ABUTMENT
 PQ1493_STAMPING: 4308 Q 1984
 PQ1493_MARK LOGO: MNDT  
 PQ1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1493+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1493
 PQ1493  HISTORY     - Date     Condition        Report By
 PQ1493  HISTORY     - 1984     MONUMENTED       MNDT
 PQ1493  HISTORY     - 19850909 GOOD             MNDT
 PQ1493  HISTORY     - 20090930 GOOD             MNDT
 PQ1493
 PQ1493                          STATION DESCRIPTION
 PQ1493
 PQ1493'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1493'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON, IN THE NW 1/4 OF
 PQ1493'SECTION 1, T116N, R30W, 1.3 MI (2.1 KM) WEST ALONG TRUNK HIGHWAY 7
 PQ1493'AND 22 FROM THE JUNCTION OF HIGHWAY 7, 22, AND 15 IN HUTCHINSON,
 PQ1493'THENCE 0.15 MI (0.24 KM) SOUTH ALONG SCHOOL ROAD, 25.0 FT (7.6 M)
 PQ1493'WEST OF AND 0.8 FT (0.2 M) HIGHER THAN THE CENTERLINE OF SCHOOL ROAD.
 PQ1493'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1493'STAMPED---4308 Q 1984---, IS SET IN THE ABUTMENT AT THE NORTHWEST
 PQ1493'CORNER OF THE SCHOOL ROAD BRIDGE OVER OTTER LAKE.
 PQ1493
 PQ1493                          STATION RECOVERY (2009)
 PQ1493
 PQ1493'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 PQ1493'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1494 ***********************************************************************
 PQ1494  DESIGNATION -  4308 Q 1
 PQ1494  PID         -  PQ1494
 PQ1494  STATE/COUNTY-  MN/MCLEOD
 PQ1494  COUNTRY     -  US
 PQ1494  USGS QUAD   -  HUTCHINSON WEST (1994)
 PQ1494
 PQ1494                         *CURRENT SURVEY CONTROL
 PQ1494  ______________________________________________________________________
 PQ1494* NAD 83(1986) POSITION- 44 53 25.     (N) 094 23 35.     (W)   SCALED    
 PQ1494* NAVD 88 ORTHO HEIGHT -   323.737  (meters)    1062.13  (feet) ADJUSTED  
 PQ1494  ______________________________________________________________________
 PQ1494  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 PQ1494  DYNAMIC HEIGHT  -        323.708 (meters)     1062.03  (feet) COMP
 PQ1494  MODELED GRAVITY -    980,516.4   (mgal)                       NAVD 88
 PQ1494
 PQ1494  VERT ORDER      -  SECOND    CLASS I
 PQ1494
 PQ1494.The horizontal coordinates were scaled from a topographic map and have
 PQ1494.an estimated accuracy of +/- 6 seconds.
 PQ1494.
 PQ1494.The orthometric height was determined by differential leveling and
 PQ1494.adjusted in June 1995.
 PQ1494
 PQ1494.The dynamic height is computed by dividing the NAVD 88
 PQ1494.geopotential number by the normal gravity value computed on the
 PQ1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1494.degrees latitude (g = 980.6199 gals.).
 PQ1494
 PQ1494.The modeled gravity was interpolated from observed gravity values.
 PQ1494
 PQ1494;                    North         East    Units  Estimated Accuracy
 PQ1494;SPC MN S     -   310,110.      768,950.      MT  (+/- 180 meters Scaled)
 PQ1494
 PQ1494                          SUPERSEDED SURVEY CONTROL
 PQ1494
 PQ1494.No superseded survey control is available for this station.
 PQ1494
 PQ1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK899717(NAD 83)
 PQ1494
 PQ1494_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PQ1494_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1494_SP_SET: BRIDGE ABUTMENT
 PQ1494_STAMPING: 4308 Q 1 1984
 PQ1494_MARK LOGO: MN3460
 PQ1494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1494
 PQ1494  HISTORY     - Date     Condition        Report By
 PQ1494  HISTORY     - 1984     MONUMENTED       MN3460
 PQ1494  HISTORY     - 19850909 GOOD             MNDT
 PQ1494
 PQ1494                          STATION DESCRIPTION
 PQ1494
 PQ1494'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1494'THE MARK IS LOCATED IN THE CITY OF HUTCHINSON IN THE NW 1/4 OF
 PQ1494'SECTION 1, T116N, R30W, 1.3 MI (2.1 KM) WEST ALONG TRUNK HIGHWAY 7
 PQ1494'AND 22 FROM THE JUNCTION OF HIGHWAYS 7, 22, AND 15 IN HUTCHINSON,
 PQ1494'THENCE 0.25 MI (0.40 KM) SOUTH ALONG SCHOOL ROAD, 20.0 FT (6.1 M)
 PQ1494'EAST OF THE CENTERLINE OF SCHOOL ROAD.  THE MARK, A CITY OF
 PQ1494'HUTCHINSON DISK STAMPED---4308 Q 1 1984---, IS SET IN THE ABUTMENT AT
 PQ1494'THE SOUTHEAST CORNER OF THE SCHOOL ROAD BRIDGE OVER OTTER LAKE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5599 ***********************************************************************
 DM5599  DESIGNATION -  4308 R RESET
 DM5599  PID         -  DM5599
 DM5599  STATE/COUNTY-  MN/MCLEOD
 DM5599  COUNTRY     -  US
 DM5599  USGS QUAD   -  HUTCHINSON WEST (1994)
 DM5599
 DM5599                         *CURRENT SURVEY CONTROL
 DM5599  ______________________________________________________________________
 DM5599* NAD 83(1986) POSITION- 44 53 40.00   (N) 094 22 50.00   (W)   HD_HELD1  
 DM5599* NAVD 88 ORTHO HEIGHT -   318.607  (meters)    1045.30  (feet) ADJUSTED  
 DM5599  ______________________________________________________________________
 DM5599  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DM5599  DYNAMIC HEIGHT  -        318.577 (meters)     1045.20  (feet) COMP
 DM5599  MODELED GRAVITY -    980,516.2   (mgal)                       NAVD 88
 DM5599
 DM5599  VERT ORDER      -  SECOND    CLASS I
 DM5599
 DM5599.The horizontal coordinates were established by differentially corrected
 DM5599.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5599.
 DM5599.The orthometric height was determined by differential leveling and
 DM5599.adjusted in March 2011.
 DM5599
 DM5599.The dynamic height is computed by dividing the NAVD 88
 DM5599.geopotential number by the normal gravity value computed on the
 DM5599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5599.degrees latitude (g = 980.6199 gals.).
 DM5599
 DM5599.The modeled gravity was interpolated from observed gravity values.
 DM5599
 DM5599;                    North         East    Units  Estimated Accuracy
 DM5599;SPC MN S     -   310,566.8     769,941.1     MT  (+/- 3 meters HH1 GPS) 
 DM5599
 DM5599                          SUPERSEDED SURVEY CONTROL
 DM5599
 DM5599.No superseded survey control is available for this station.
 DM5599
 DM5599_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9099172151(NAD 83)
 DM5599
 DM5599_MARKER: I = METAL ROD
 DM5599_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5599_STAMPING: 4308 R 1984 2009 RESET
 DM5599_MARK LOGO: MNDT  
 DM5599_PROJECTION: RECESSED 10 CENTIMETERS
 DM5599_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5599_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5599+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM5599_ROD/PIPE-DEPTH:  7.6 meters
 DM5599
 DM5599  HISTORY     - Date     Condition        Report By
 DM5599  HISTORY     - 20090930 MONUMENTED       MNDT
 DM5599
 DM5599                          STATION DESCRIPTION
 DM5599
 DM5599'DESCRIBED BY MN DEPT OF TRANSP 2009 (MB)
 DM5599'THE MARK IS AT HUTCHINSON, 0.6 MI (1.0 KM) WEST ON TRUNK HIGHWAY
 DM5599'7/TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 7/TRUNK HIGHWAY
 DM5599'22 AND TRUNK HIGHWAY 15, THEN 0.15 MI (0.2 KM) SOUTH ON MONTANA
 DM5599'STREET, AT CURVE.
 DM5599' 
 DM5599'IT IS 37.2 FT (11.3 M) SOUTH OF LES KOUBA PARKWAY NORTHWEST, 6.3 FT
 DM5599'(1.9 M) NORTH OF A FENCE, 6.0 FT (1.8 M) NORTH-NORTHEAST OF A WITNESS
 DM5599'POST, 4.3 FT (1.3 M) EAST OF WEST LEG OF GOPHER CAMPFIRE CONSERVATION
 DM5599'CLUB SIGN, 2.6 FT (0.8 M) SOUTHEAST OF LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1551 ***********************************************************************
 PQ1551  DESIGNATION -  4309 A
 PQ1551  PID         -  PQ1551
 PQ1551  STATE/COUNTY-  MN/MCLEOD
 PQ1551  COUNTRY     -  US
 PQ1551  USGS QUAD   -  NEW AUBURN (1982)
 PQ1551
 PQ1551                         *CURRENT SURVEY CONTROL
 PQ1551  ______________________________________________________________________
 PQ1551* NAD 83(1986) POSITION- 44 44 22.     (N) 094 13 24.     (W)   SCALED    
 PQ1551* NAVD 88 ORTHO HEIGHT -   311.199  (meters)    1020.99  (feet) ADJUSTED  
 PQ1551  ______________________________________________________________________
 PQ1551  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 PQ1551  DYNAMIC HEIGHT  -        311.164 (meters)     1020.88  (feet) COMP
 PQ1551  MODELED GRAVITY -    980,494.7   (mgal)                       NAVD 88
 PQ1551
 PQ1551  VERT ORDER      -  SECOND    CLASS I
 PQ1551
 PQ1551.The horizontal coordinates were scaled from a topographic map and have
 PQ1551.an estimated accuracy of +/- 6 seconds.
 PQ1551.
 PQ1551.The orthometric height was determined by differential leveling and
 PQ1551.adjusted in June 1995.
 PQ1551
 PQ1551.The dynamic height is computed by dividing the NAVD 88
 PQ1551.geopotential number by the normal gravity value computed on the
 PQ1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1551.degrees latitude (g = 980.6199 gals.).
 PQ1551
 PQ1551.The modeled gravity was interpolated from observed gravity values.
 PQ1551
 PQ1551;                    North         East    Units  Estimated Accuracy
 PQ1551;SPC MN S     -   293,300.      782,310.      MT  (+/- 180 meters Scaled)
 PQ1551
 PQ1551                          SUPERSEDED SURVEY CONTROL
 PQ1551
 PQ1551.No superseded survey control is available for this station.
 PQ1551
 PQ1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK031547(NAD 83)
 PQ1551
 PQ1551_MARKER: DV = VERTICAL CONTROL DISK
 PQ1551_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1551_SP_SET: ALUMINUM ALLOY ROD
 PQ1551_STAMPING: 4309 A 1985
 PQ1551_MARK LOGO: MNDT  
 PQ1551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1551
 PQ1551  HISTORY     - Date     Condition        Report By
 PQ1551  HISTORY     - 1985     MONUMENTED       MNDT
 PQ1551  HISTORY     - 19870811 GOOD             MNDT
 PQ1551
 PQ1551                          STATION DESCRIPTION
 PQ1551
 PQ1551'DESCRIBED BY MN DEPT OF TRANSP 1985
 PQ1551'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTHWEST OF THE TOWN OF
 PQ1551'GLENCOE NEAR THE CENTER OF SECTION 29, T115N, R28W, 0.65 MI (1.05 KM)
 PQ1551'WEST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 22
 PQ1551'SOUTHWEST OF GLENCOE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1551'CONTROL MONUMENT DISK STAMPED---4309 A 1985---, IS SET ON THE TOP OF
 PQ1551'A 3/4-INCH DIAMETER BY 35-FOOT LONG DRIVEN ALUMINUM ROD THAT IS FLUSH
 PQ1551'WITH THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF THE
 PQ1551'HIGHWAY.  THE MARK IS 113.5 FT (34.6 M) SOUTH OF THE CENTERLINE OF
 PQ1551'HIGHWAY 212 AT MILEPOINT 115.75, 76.6 FT (23.3 M) SOUTHWEST OF A
 PQ1551'STEEL RIGHT-OF-WAY SIGN POST, 76.8 FT (23.4 M) SOUTHEAST OF ANOTHER
 PQ1551'STEEL RIGHT-OF-WAY SIGN POST AND 3.2 FT (1.0 M) NORTH OF A STEEL
 PQ1551'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1551
 PQ1551                          STATION RECOVERY (1987)
 PQ1551
 PQ1551'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ1551'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) SOUTHWEST OF THE TOWN OF
 PQ1551'GLENCOE NEAR THE CENTER OF SECTION 29, T115N, R28W, 0.65 MILE
 PQ1551'(1.05 KM) WEST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK
 PQ1551'HIGHWAY 22 SOUTHWEST OF GLENCOE.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1551'VERTICAL CONTROL MONUMENT DISK STAMPED---4309 A 1985---, IS SET ON
 PQ1551'THE TOP OF A 3/4-INCH DIAMETER BY 35-FOOT LONG DRIVEN ALUMINUM ROD
 PQ1551'THAT IS FLUSH WITH THE GROUND AND IS ABOUT 2 FEET (0.6 M) BELOW THE
 PQ1551'LEVEL OF THE HIGHWAY. THE MARK IS 113.5 FEET (34.6 M) SOUTH OF THE
 PQ1551'CENTERLINE OF HIGHWAY 212 AT MILEPOINT 115.75, 76.6 FEET (23.3 M)
 PQ1551'SOUTHWEST OF A STEEL RIGHT-OF-WAY SIGN POST, 76.8 FEET (23.4 M)
 PQ1551'SOUTHEAST OF ANOTHER STEEL RIGHT-OF-WAY SIGN POST AND 3.2 FEET
 PQ1551'(1.0 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1551'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1550 ***********************************************************************
 PQ1550  DESIGNATION -  4309 B
 PQ1550  PID         -  PQ1550
 PQ1550  STATE/COUNTY-  MN/MCLEOD
 PQ1550  COUNTRY     -  US
 PQ1550  USGS QUAD   -  NEW AUBURN (1982)
 PQ1550
 PQ1550                         *CURRENT SURVEY CONTROL
 PQ1550  ______________________________________________________________________
 PQ1550* NAD 83(1986) POSITION- 44 44 22.     (N) 094 14 31.     (W)   SCALED    
 PQ1550* NAVD 88 ORTHO HEIGHT -   311.280  (meters)    1021.26  (feet) ADJUSTED  
 PQ1550  ______________________________________________________________________
 PQ1550  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 PQ1550  DYNAMIC HEIGHT  -        311.245 (meters)     1021.14  (feet) COMP
 PQ1550  MODELED GRAVITY -    980,494.6   (mgal)                       NAVD 88
 PQ1550
 PQ1550  VERT ORDER      -  SECOND    CLASS I
 PQ1550
 PQ1550.The horizontal coordinates were scaled from a topographic map and have
 PQ1550.an estimated accuracy of +/- 6 seconds.
 PQ1550.
 PQ1550.The orthometric height was determined by differential leveling and
 PQ1550.adjusted in June 1995.
 PQ1550
 PQ1550.The dynamic height is computed by dividing the NAVD 88
 PQ1550.geopotential number by the normal gravity value computed on the
 PQ1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1550.degrees latitude (g = 980.6199 gals.).
 PQ1550
 PQ1550.The modeled gravity was interpolated from observed gravity values.
 PQ1550
 PQ1550;                    North         East    Units  Estimated Accuracy
 PQ1550;SPC MN S     -   293,300.      780,840.      MT  (+/- 180 meters Scaled)
 PQ1550
 PQ1550                          SUPERSEDED SURVEY CONTROL
 PQ1550
 PQ1550.No superseded survey control is available for this station.
 PQ1550
 PQ1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK016547(NAD 83)
 PQ1550
 PQ1550_MARKER: DV = VERTICAL CONTROL DISK
 PQ1550_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1550_SP_SET: ALUMINUM ALLOY ROD
 PQ1550_STAMPING: 4309 B 1986
 PQ1550_MARK LOGO: MNDT  
 PQ1550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1550
 PQ1550  HISTORY     - Date     Condition        Report By
 PQ1550  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1550
 PQ1550                          STATION DESCRIPTION
 PQ1550
 PQ1550'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1550'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF THE TOWN OF
 PQ1550'BROWNTON, IN THE SE 1/4 OF SECTION 30, T115N, R28W, 6.7 MI (10.8 KM)
 PQ1550'EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15
 PQ1550'AT THE SOUTHWEST EDGE OF BROWNTON.  THE MARK, A STANDARD MNDT
 PQ1550'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4309 B 1986---, IS
 PQ1550'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM
 PQ1550'ROD THAT IS BURIED 0.1 FT (0.03 M) BELOW THE SURFACE OF THE GROUND
 PQ1550'AND IS ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 212.  THE
 PQ1550'MARK IS 149.0 FT (45.4 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1550'212 AT MILEPOINT 114.8, 20.0 FT (6.1 M) EAST OF THE CENTER OF AN
 PQ1550'ENTRANCE, AND 1.3 FT (0.4 M) WEST OF THE NORTHWEST CORNER OF A LARGE
 PQ1550'STEEL SHED.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1546 ***********************************************************************
 PQ1546  DESIGNATION -  4309 C
 PQ1546  PID         -  PQ1546
 PQ1546  STATE/COUNTY-  MN/MCLEOD
 PQ1546  COUNTRY     -  US
 PQ1546  USGS QUAD   -  BROWNTON (1982)
 PQ1546
 PQ1546                         *CURRENT SURVEY CONTROL
 PQ1546  ______________________________________________________________________
 PQ1546* NAD 83(1986) POSITION- 44 44 10.     (N) 094 17 21.     (W)   SCALED    
 PQ1546* NAVD 88 ORTHO HEIGHT -   311.339  (meters)    1021.45  (feet) ADJUSTED  
 PQ1546  ______________________________________________________________________
 PQ1546  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 PQ1546  DYNAMIC HEIGHT  -        311.303 (meters)     1021.33  (feet) COMP
 PQ1546  MODELED GRAVITY -    980,494.3   (mgal)                       NAVD 88
 PQ1546
 PQ1546  VERT ORDER      -  SECOND    CLASS I
 PQ1546
 PQ1546.The horizontal coordinates were scaled from a topographic map and have
 PQ1546.an estimated accuracy of +/- 6 seconds.
 PQ1546.
 PQ1546.The orthometric height was determined by differential leveling and
 PQ1546.adjusted in June 1995.
 PQ1546
 PQ1546.The dynamic height is computed by dividing the NAVD 88
 PQ1546.geopotential number by the normal gravity value computed on the
 PQ1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1546.degrees latitude (g = 980.6199 gals.).
 PQ1546
 PQ1546.The modeled gravity was interpolated from observed gravity values.
 PQ1546
 PQ1546;                    North         East    Units  Estimated Accuracy
 PQ1546;SPC MN S     -   292,940.      777,100.      MT  (+/- 180 meters Scaled)
 PQ1546
 PQ1546                          SUPERSEDED SURVEY CONTROL
 PQ1546
 PQ1546.No superseded survey control is available for this station.
 PQ1546
 PQ1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK979544(NAD 83)
 PQ1546
 PQ1546_MARKER: DV = VERTICAL CONTROL DISK
 PQ1546_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1546_SP_SET: ALUMINUM ALLOY ROD
 PQ1546_STAMPING: 4309 C 1986
 PQ1546_MARK LOGO: MNDT  
 PQ1546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1546
 PQ1546  HISTORY     - Date     Condition        Report By
 PQ1546  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1546
 PQ1546                          STATION DESCRIPTION
 PQ1546
 PQ1546'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1546'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF THE TOWN OF BROWNTON,
 PQ1546'IN THE SW 1/4 OF SECTION 26, T115N, R29W, 4.25 MI (6.84 KM) EAST
 PQ1546'ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 AT
 PQ1546'THE SOUTHWEST EDGE OF BROWNTON.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1546'VERTICAL CONTROL MONUMENT DISK STAMPED---4309 C 1986---, IS SET ON
 PQ1546'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ROD
 PQ1546'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 1 FT (0.3 M)
 PQ1546'ABOVE THE LEVEL OF TRUNK HIGHWAY 212.  THE MARK IS 68.2 FT (20.8 M)
 PQ1546'SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT 112.35,
 PQ1546'61.0 FT (18.6 M) NORTHEAST OF THE CENTER OF AN ENTRANCE, AND 4.0 FT
 PQ1546'(1.2 M) SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1546'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1545 ***********************************************************************
 PQ1545  DESIGNATION -  4309 D
 PQ1545  PID         -  PQ1545
 PQ1545  STATE/COUNTY-  MN/MCLEOD
 PQ1545  COUNTRY     -  US
 PQ1545  USGS QUAD   -  BROWNTON (1982)
 PQ1545
 PQ1545                         *CURRENT SURVEY CONTROL
 PQ1545  ______________________________________________________________________
 PQ1545* NAD 83(1986) POSITION- 44 43 54.     (N) 094 18 21.     (W)   SCALED    
 PQ1545* NAVD 88 ORTHO HEIGHT -   308.986  (meters)    1013.73  (feet) ADJUSTED  
 PQ1545  ______________________________________________________________________
 PQ1545  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 PQ1545  DYNAMIC HEIGHT  -        308.951 (meters)     1013.62  (feet) COMP
 PQ1545  MODELED GRAVITY -    980,493.8   (mgal)                       NAVD 88
 PQ1545
 PQ1545  VERT ORDER      -  SECOND    CLASS I
 PQ1545
 PQ1545.The horizontal coordinates were scaled from a topographic map and have
 PQ1545.an estimated accuracy of +/- 6 seconds.
 PQ1545.
 PQ1545.The orthometric height was determined by differential leveling and
 PQ1545.adjusted in June 1995.
 PQ1545
 PQ1545.The dynamic height is computed by dividing the NAVD 88
 PQ1545.geopotential number by the normal gravity value computed on the
 PQ1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1545.degrees latitude (g = 980.6199 gals.).
 PQ1545
 PQ1545.The modeled gravity was interpolated from observed gravity values.
 PQ1545
 PQ1545;                    North         East    Units  Estimated Accuracy
 PQ1545;SPC MN S     -   292,450.      775,780.      MT  (+/- 180 meters Scaled)
 PQ1545
 PQ1545                          SUPERSEDED SURVEY CONTROL
 PQ1545
 PQ1545.No superseded survey control is available for this station.
 PQ1545
 PQ1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK966539(NAD 83)
 PQ1545
 PQ1545_MARKER: DV = VERTICAL CONTROL DISK
 PQ1545_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1545_SP_SET: ALUMINUM ALLOY ROD
 PQ1545_STAMPING: 4309 D 1986
 PQ1545_MARK LOGO: MNDT  
 PQ1545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1545
 PQ1545  HISTORY     - Date     Condition        Report By
 PQ1545  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1545
 PQ1545                          STATION DESCRIPTION
 PQ1545
 PQ1545'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1545'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF THE TOWN OF BROWNTON,
 PQ1545'IN THE NORTH HALF OF SECTION 34, T115N, R29W, 3.4 MI (5.5 KM) EAST
 PQ1545'ALONG TRUNK HIGHWAY 212 FROM ITS JUCTION WITH TRUNK HIGHWAY 15 AT THE
 PQ1545'SOUTHWEST EDGE OF BROWNTON.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1545'VERTICAL CONTROL MONUMENT DISK STAMPED---4309 D 1986---, IS SET ON
 PQ1545'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD
 PQ1545'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH
 PQ1545'TRUNK HIGHWAY 212.  THE MARK IS 300 FT (91.4 M) SOUTH OF THE
 PQ1545'CENTERLINE OF TRUNK HIGHWAY 212 AT MILEPOINT 111.5, 12.4 FT (3.8 M)
 PQ1545'WEST OF THE CENTER OF A DRIVEWAY, AND 1.8 FT (0.5 M) NORTH OF A
 PQ1545'WITNESS SIGN ON A POWER POLE.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1545'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1544 ***********************************************************************
 PQ1544  DESIGNATION -  4309 E
 PQ1544  PID         -  PQ1544
 PQ1544  STATE/COUNTY-  MN/MCLEOD
 PQ1544  COUNTRY     -  US
 PQ1544  USGS QUAD   -  BROWNTON (1982)
 PQ1544
 PQ1544                         *CURRENT SURVEY CONTROL
 PQ1544  ______________________________________________________________________
 PQ1544* NAD 83(1986) POSITION- 44 43 55.     (N) 094 19 03.     (W)   SCALED    
 PQ1544* NAVD 88 ORTHO HEIGHT -   309.615  (meters)    1015.80  (feet) ADJUSTED  
 PQ1544  ______________________________________________________________________
 PQ1544  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 PQ1544  DYNAMIC HEIGHT  -        309.580 (meters)     1015.68  (feet) COMP
 PQ1544  MODELED GRAVITY -    980,493.9   (mgal)                       NAVD 88
 PQ1544
 PQ1544  VERT ORDER      -  SECOND    CLASS I
 PQ1544
 PQ1544.The horizontal coordinates were scaled from a topographic map and have
 PQ1544.an estimated accuracy of +/- 6 seconds.
 PQ1544.
 PQ1544.The orthometric height was determined by differential leveling and
 PQ1544.adjusted in June 1995.
 PQ1544
 PQ1544.The dynamic height is computed by dividing the NAVD 88
 PQ1544.geopotential number by the normal gravity value computed on the
 PQ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1544.degrees latitude (g = 980.6199 gals.).
 PQ1544
 PQ1544.The modeled gravity was interpolated from observed gravity values.
 PQ1544
 PQ1544;                    North         East    Units  Estimated Accuracy
 PQ1544;SPC MN S     -   292,490.      774,850.      MT  (+/- 180 meters Scaled)
 PQ1544
 PQ1544                          SUPERSEDED SURVEY CONTROL
 PQ1544
 PQ1544.No superseded survey control is available for this station.
 PQ1544
 PQ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK956540(NAD 83)
 PQ1544
 PQ1544_MARKER: DV = VERTICAL CONTROL DISK
 PQ1544_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1544_SP_SET: BRIDGE ABUTMENT
 PQ1544_STAMPING: 4309 E 1986
 PQ1544_MARK LOGO: MNDT  
 PQ1544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1544
 PQ1544  HISTORY     - Date     Condition        Report By
 PQ1544  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1544
 PQ1544                          STATION DESCRIPTION
 PQ1544
 PQ1544'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1544'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) EAST OF THE TOWN OF
 PQ1544'BROWNTON, IN THE NE 1/4 OF SECTION 33, T115N, R29W, IN THE TOP OF THE
 PQ1544'SOUTHEAST CORNER OF A TRUNK HIGHWAY 212 BRIDGE (NUMBER 43010), 2.75
 PQ1544'MI (4.43 KM) EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH
 PQ1544'TRUNK HIGHWAY 15 AT THE SOUTHWEST EDGE OF BROWNTON.  THE MARK, A
 PQ1544'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4309
 PQ1544'E 1986---, IS SET FLUSH IN A DRILL HOLE IN THE SOUTHEAST CORNER OF
 PQ1544'THE BRIDGE AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 212.  THE MARK IS
 PQ1544'25.5 FT (7.8 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 212 AT
 PQ1544'MILEPOINT 110.85.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1542 ***********************************************************************
 PQ1542  DESIGNATION -  4309 F
 PQ1542  PID         -  PQ1542
 PQ1542  STATE/COUNTY-  MN/MCLEOD
 PQ1542  COUNTRY     -  US
 PQ1542  USGS QUAD   -  BROWNTON (1982)
 PQ1542
 PQ1542                         *CURRENT SURVEY CONTROL
 PQ1542  ______________________________________________________________________
 PQ1542* NAD 83(1986) POSITION- 44 43 55.     (N) 094 20 06.     (W)   SCALED    
 PQ1542* NAVD 88 ORTHO HEIGHT -   316.983  (meters)    1039.97  (feet) ADJUSTED  
 PQ1542  ______________________________________________________________________
 PQ1542  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 PQ1542  DYNAMIC HEIGHT  -        316.947 (meters)     1039.85  (feet) COMP
 PQ1542  MODELED GRAVITY -    980,494.0   (mgal)                       NAVD 88
 PQ1542
 PQ1542  VERT ORDER      -  SECOND    CLASS I
 PQ1542
 PQ1542.The horizontal coordinates were scaled from a topographic map and have
 PQ1542.an estimated accuracy of +/- 6 seconds.
 PQ1542.
 PQ1542.The orthometric height was determined by differential leveling and
 PQ1542.adjusted in June 1995.
 PQ1542
 PQ1542.Photographs are available for this station.
 PQ1542
 PQ1542.The dynamic height is computed by dividing the NAVD 88
 PQ1542.geopotential number by the normal gravity value computed on the
 PQ1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1542.degrees latitude (g = 980.6199 gals.).
 PQ1542
 PQ1542.The modeled gravity was interpolated from observed gravity values.
 PQ1542
 PQ1542;                    North         East    Units  Estimated Accuracy
 PQ1542;SPC MN S     -   292,490.      773,470.      MT  (+/- 180 meters Scaled)
 PQ1542
 PQ1542                          SUPERSEDED SURVEY CONTROL
 PQ1542
 PQ1542.No superseded survey control is available for this station.
 PQ1542
 PQ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK942540(NAD 83)
 PQ1542
 PQ1542_MARKER: DV = VERTICAL CONTROL DISK
 PQ1542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1542_SP_SET: ALUMINUM ALLOY ROD
 PQ1542_STAMPING: 4309 F 1986
 PQ1542_MARK LOGO: MNDT  
 PQ1542_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1542
 PQ1542  HISTORY     - Date     Condition        Report By
 PQ1542  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1542  HISTORY     - 20040727 GOOD             MNDT
 PQ1542
 PQ1542                          STATION DESCRIPTION
 PQ1542
 PQ1542'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1542'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) EAST OF THE TOWN OF
 PQ1542'BROWNTON, IN THE NW 1/4 OF SECTION 33, T115N, R29W, 1.95 MI (3.14 KM)
 PQ1542'EAST ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15
 PQ1542'AT THE SOUTHWEST EDGE OF BROWNTON.  THE MARK, A STANDARD MNDT
 PQ1542'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4309 F 1986---, IS
 PQ1542'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM
 PQ1542'ROD THAT PROJECTS 0.2 FT (0.1 M) ABOVE THE SURFACE OF THE GROUND AND
 PQ1542'IS ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 212.  THE MARK
 PQ1542'IS 123.0 FT (37.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF TRUNK
 PQ1542'HIGHWAY 212 AT MILEPOINT 110.05, 61.0 FT (18.6 M) SOUTH OF THE
 PQ1542'CENTERLINE OF COUNTY ROAD 32, 3.0 FT (0.9 M) EAST-NORTHEAST OF A
 PQ1542'POWER POLE, 12.3 FT (3.7 M) WEST-SOUTHWEST OF AN 8-INCH DIAMETER ASH
 PQ1542'TREE, AND 0.8 FT (0.2 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN
 PQ1542'THE DISK MAKES THE MARK MAGNETIC.
 PQ1542
 PQ1542                          STATION RECOVERY (2004)
 PQ1542
 PQ1542'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS)
 PQ1542'0.5 MILES EAST OF BROWNTON, 1.95 MILES EAST ON TRUNK HIGHWAY 212 FROM
 PQ1542'JUNCTION OF TRUNK HIGHWAY 212 AND TRUNK HIGHWAY 15, AT TRUNK HIGHWAY
 PQ1542'212 MILEPOINT 110.05, 123 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 212,
 PQ1542'60.5 FEET SOUTH OF COUNTY ROAD 32, 2.8 FEET WEST OF POWER POLE, 47.96
 PQ1542'FEET EAST-NORTHEAST OF STATION STRE MNDT, 0.8 FEET SOUTH-SOUTHWEST OF
 PQ1542'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1541 ***********************************************************************
 PQ1541  DESIGNATION -  4309 G
 PQ1541  PID         -  PQ1541
 PQ1541  STATE/COUNTY-  MN/MCLEOD
 PQ1541  COUNTRY     -  US
 PQ1541  USGS QUAD   -  BROWNTON (1982)
 PQ1541
 PQ1541                         *CURRENT SURVEY CONTROL
 PQ1541  ______________________________________________________________________
 PQ1541* NAD 83(1986) POSITION- 44 44 07.8    (N) 094 21 02.7    (W)   HD_HELD2  
 PQ1541* NAVD 88 ORTHO HEIGHT -   310.505  (meters)    1018.72  (feet) ADJUSTED  
 PQ1541  ______________________________________________________________________
 PQ1541  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 PQ1541  DYNAMIC HEIGHT  -        310.469 (meters)     1018.60  (feet) COMP
 PQ1541  MODELED GRAVITY -    980,494.5   (mgal)                       NAVD 88
 PQ1541
 PQ1541  VERT ORDER      -  SECOND    CLASS I
 PQ1541
 PQ1541.The horizontal coordinates were established by autonomous hand held GPS
 PQ1541.observations and have an estimated accuracy of +/- 10 meters.
 PQ1541.
 PQ1541.The orthometric height was determined by differential leveling and
 PQ1541.adjusted in June 1995.
 PQ1541
 PQ1541.Photographs are available for this station.
 PQ1541
 PQ1541.The dynamic height is computed by dividing the NAVD 88
 PQ1541.geopotential number by the normal gravity value computed on the
 PQ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1541.degrees latitude (g = 980.6199 gals.).
 PQ1541
 PQ1541.The modeled gravity was interpolated from observed gravity values.
 PQ1541
 PQ1541;                    North         East    Units  Estimated Accuracy
 PQ1541;SPC MN S     -   292,894.      772,220.      MT  (+/- 10 meters HH2 GPS)
 PQ1541
 PQ1541                          SUPERSEDED SURVEY CONTROL
 PQ1541
 PQ1541.No superseded survey control is available for this station.
 PQ1541
 PQ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9305154455(NAD 83)
 PQ1541
 PQ1541_MARKER: DV = VERTICAL CONTROL DISK
 PQ1541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1541_SP_SET: BRIDGE ABUTMENT
 PQ1541_STAMPING: 4309 G 1986
 PQ1541_MARK LOGO: MNDT  
 PQ1541_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1541+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 PQ1541
 PQ1541  HISTORY     - Date     Condition        Report By
 PQ1541  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1541  HISTORY     - 20040707 GOOD             MNDT
 PQ1541
 PQ1541                          STATION DESCRIPTION
 PQ1541
 PQ1541'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1541'THE MARK IS LOCATED AT THE NORTHEAST EDGE OF THE TOWN OF BROWNTON, IN
 PQ1541'THE SW 1/4 OF SECTION 29, T115N, R29W, IN THE TOP OF THE SOUTHEAST
 PQ1541'CORNER ABUTMENT OF A COUNTY ROAD 25 BRIDGE (NUMBER 43520), 0.2 MI
 PQ1541'(0.3 KM) NORTH ALONG 5TH AVENUE NORTH FROM ITS INTERSECTION WITH
 PQ1541'DIVISION STREET IN BROWNTON.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1541'VERTICAL CONTROL MONUMENT DISK STAMPED---4309 G 1986---, IS SET FLUSH
 PQ1541'IN A DRILL HOLE IN THE SOUTHEAST CORNER ABUTMENT OF THE BRIDGE ABOUT
 PQ1541'0.5 FT (0.2 M) ABOVE THE LEVEL OF COUNTY ROAD 25.  THE MARK IS 22.5
 PQ1541'FT (6.9 M) EAST OF THE CENTERLINE OF COUNTY ROAD 25 AND 1.2 FT (0.4
 PQ1541'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING.
 PQ1541
 PQ1541                          STATION RECOVERY (2004)
 PQ1541
 PQ1541'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 PQ1541'AT NORTHEAST EDGE OF BROWNTON, IN RAILING AT SOUTHEAST CORNER OF
 PQ1541'COUNTY ROAD 25 BRIDGE 43520, 0.2 MILES NORTH OF JUNCTION OF DIVISION
 PQ1541'STREET AND 5TH AVENUE NORTH, 22.5 FEET EAST OF COUNTY ROAD 25, 1.2
 PQ1541'FEET NORTHEAST OF SOUTHEAST CORNER OF BRIDGE RAILING
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1543 ***********************************************************************
 PQ1543  DESIGNATION -  4309 H
 PQ1543  PID         -  PQ1543
 PQ1543  STATE/COUNTY-  MN/MCLEOD
 PQ1543  COUNTRY     -  US
 PQ1543  USGS QUAD   -  BROWNTON (1982)
 PQ1543
 PQ1543                         *CURRENT SURVEY CONTROL
 PQ1543  ______________________________________________________________________
 PQ1543* NAD 83(1986) POSITION- 44 44 03.     (N) 094 19 30.     (W)   SCALED    
 PQ1543* NAVD 88 ORTHO HEIGHT -   309.278  (meters)    1014.69  (feet) ADJUSTED  
 PQ1543  ______________________________________________________________________
 PQ1543  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 PQ1543  DYNAMIC HEIGHT  -        309.242 (meters)     1014.57  (feet) COMP
 PQ1543  MODELED GRAVITY -    980,494.2   (mgal)                       NAVD 88
 PQ1543
 PQ1543  VERT ORDER      -  SECOND    CLASS I
 PQ1543
 PQ1543.The horizontal coordinates were scaled from a topographic map and have
 PQ1543.an estimated accuracy of +/- 6 seconds.
 PQ1543.
 PQ1543.The orthometric height was determined by differential leveling and
 PQ1543.adjusted in June 1995.
 PQ1543
 PQ1543.The dynamic height is computed by dividing the NAVD 88
 PQ1543.geopotential number by the normal gravity value computed on the
 PQ1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1543.degrees latitude (g = 980.6199 gals.).
 PQ1543
 PQ1543.The modeled gravity was interpolated from observed gravity values.
 PQ1543
 PQ1543;                    North         East    Units  Estimated Accuracy
 PQ1543;SPC MN S     -   292,740.      774,260.      MT  (+/- 180 meters Scaled)
 PQ1543
 PQ1543                          SUPERSEDED SURVEY CONTROL
 PQ1543
 PQ1543.No superseded survey control is available for this station.
 PQ1543
 PQ1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK950542(NAD 83)
 PQ1543
 PQ1543_MARKER: DV = VERTICAL CONTROL DISK
 PQ1543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1543_SP_SET: BRIDGE ABUTMENT
 PQ1543_STAMPING: 4309 H 1986
 PQ1543_MARK LOGO: MNDT  
 PQ1543_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1543
 PQ1543  HISTORY     - Date     Condition        Report By
 PQ1543  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1543
 PQ1543                          STATION DESCRIPTION
 PQ1543
 PQ1543'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1543'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF THE TOWN OF BROWNTON,
 PQ1543'IN THE SE 1/4 OF SECTION 28, T115N, R29W, 2.45 MI (3.94 KM) EAST
 PQ1543'ALONG TRUNK HIGHWAY 212 FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 AT
 PQ1543'THE SOUTHWEST EDGE OF BROWNTON, THENCE NORTH 0.15 MI (0.24 KM) ON A
 PQ1543'NORTH-SOUTH GRAVEL CROSS-ROAD, IN THE SOUTHEAST CORNER BRIDGE
 PQ1543'ABUTMENT.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1543'MONUMENT DISK STAMPED---4309 H 1986---, IS SET FLUSH IN A DRILL HOLE
 PQ1543'IN THE SOUTHEAST CORNER BRIDGE ABUTMENT (BRIDGE NUMBER 43521) ABOUT
 PQ1543'0.5 FT (0.2 M) BELOW THE LEVEL OF THE ROAD.  THE MARK IS 16.5 FT (5.0
 PQ1543'M) EAST OF THE CENTER OF THE ROAD AND 1.0 FT (0.3 M) EAST OF THE
 PQ1543'SOUTHEAST CORNER OF THE BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3081 ***********************************************************************
 DK3081  DESIGNATION -  4309 M
 DK3081  PID         -  DK3081
 DK3081  STATE/COUNTY-  MN/MCLEOD
 DK3081  COUNTRY     -  US
 DK3081  USGS QUAD   -  STEWART (1982)
 DK3081
 DK3081                         *CURRENT SURVEY CONTROL
 DK3081  ______________________________________________________________________
 DK3081* NAD 83(1986) POSITION- 44 43 25.     (N) 094 26 37.     (W)   SCALED    
 DK3081* NAVD 88 ORTHO HEIGHT -   320.485  (meters)    1051.46  (feet) ADJUSTED  
 DK3081  ______________________________________________________________________
 DK3081  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DK3081  DYNAMIC HEIGHT  -        320.448 (meters)     1051.34  (feet) COMP
 DK3081  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DK3081
 DK3081  VERT ORDER      -  SECOND    CLASS I
 DK3081
 DK3081.The horizontal coordinates were scaled from a topographic map and have
 DK3081.an estimated accuracy of +/- 6 seconds.
 DK3081.
 DK3081.The orthometric height was determined by differential leveling and
 DK3081.adjusted in October 2008.
 DK3081
 DK3081.The dynamic height is computed by dividing the NAVD 88
 DK3081.geopotential number by the normal gravity value computed on the
 DK3081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3081.degrees latitude (g = 980.6199 gals.).
 DK3081
 DK3081.The modeled gravity was interpolated from observed gravity values.
 DK3081
 DK3081;                    North         East    Units  Estimated Accuracy
 DK3081;SPC MN S     -   291,610.      764,860.      MT  (+/- 180 meters Scaled)
 DK3081
 DK3081                          SUPERSEDED SURVEY CONTROL
 DK3081
 DK3081.No superseded survey control is available for this station.
 DK3081
 DK3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK856532(NAD 83)
 DK3081
 DK3081_MARKER: DV = VERTICAL CONTROL DISK
 DK3081_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3081_STAMPING: 4309 M 1990
 DK3081_MARK LOGO: MNDT  
 DK3081_PROJECTION: RECESSED 5 CENTIMETERS
 DK3081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3081+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 DK3081_ROD/PIPE-DEPTH:  4.6 meters
 DK3081
 DK3081  HISTORY     - Date     Condition        Report By
 DK3081  HISTORY     - 19900418 MONUMENTED       MNDT
 DK3081
 DK3081                          STATION DESCRIPTION
 DK3081
 DK3081'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3081'THE MARK IS LOCATED ABOUT 1-3/4 MI (1.6 KM) EAST OF STEWART IN THE
 DK3081'SOUTHEAST 1/4 OF SECTION 33, T115N, R30W.
 DK3081' 
 DK3081'TO REACH THE MARK FROM THE JUNCTION OF TH 212 AND COUNTY ROAD 7 IN
 DK3081'STEWART, GO EAST FOR 1.7 MI (2.7 KM) ALONG TH 212 TO TH 212 MILEPOST
 DK3081'104.5 AND THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A 3/4 BY 15
 DK3081'FT (4.6 M) DRIVEN ALUMINUM ROD, IS 14.7 FT (4.5 M) SOUTH-SOUTHEAST OF
 DK3081'THE SOUTH RAIL OF THE RAILROAD TRACKS, 108 FT (32.9 M) NORTH-NORTHWEST
 DK3081'OF TH 212, 14 FT (4.3 M) EAST-NORTHEAST OF AN ENTRANCE, 82 FT (25.0 M)
 DK3081'EAST-SOUTHEAST OF A T-POLE, AND 4.4 FT (1.3 M) NORTHWEST OF A WITNESS
 DK3081'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3082 ***********************************************************************
 DK3082  DESIGNATION -  4309 N
 DK3082  PID         -  DK3082
 DK3082  STATE/COUNTY-  MN/MCLEOD
 DK3082  COUNTRY     -  US
 DK3082  USGS QUAD   -  STEWART (1982)
 DK3082
 DK3082                         *CURRENT SURVEY CONTROL
 DK3082  ______________________________________________________________________
 DK3082* NAD 83(1986) POSITION- 44 43 28.     (N) 094 24 52.     (W)   SCALED    
 DK3082* NAVD 88 ORTHO HEIGHT -   318.752  (meters)    1045.77  (feet) ADJUSTED  
 DK3082  ______________________________________________________________________
 DK3082  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DK3082  DYNAMIC HEIGHT  -        318.715 (meters)     1045.65  (feet) COMP
 DK3082  MODELED GRAVITY -    980,493.4   (mgal)                       NAVD 88
 DK3082
 DK3082  VERT ORDER      -  SECOND    CLASS I
 DK3082
 DK3082.The horizontal coordinates were scaled from a topographic map and have
 DK3082.an estimated accuracy of +/- 6 seconds.
 DK3082.
 DK3082.The orthometric height was determined by differential leveling and
 DK3082.adjusted in October 2008.
 DK3082
 DK3082.The dynamic height is computed by dividing the NAVD 88
 DK3082.geopotential number by the normal gravity value computed on the
 DK3082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3082.degrees latitude (g = 980.6199 gals.).
 DK3082
 DK3082.The modeled gravity was interpolated from observed gravity values.
 DK3082
 DK3082;                    North         East    Units  Estimated Accuracy
 DK3082;SPC MN S     -   291,690.      767,170.      MT  (+/- 180 meters Scaled)
 DK3082
 DK3082                          SUPERSEDED SURVEY CONTROL
 DK3082
 DK3082.No superseded survey control is available for this station.
 DK3082
 DK3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK879533(NAD 83)
 DK3082
 DK3082_MARKER: DV = VERTICAL CONTROL DISK
 DK3082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3082_STAMPING: 4309 N 1990
 DK3082_MARK LOGO: MNDT  
 DK3082_PROJECTION: RECESSED 8 CENTIMETERS
 DK3082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3082+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 DK3082_ROD/PIPE-DEPTH:  7.6 meters
 DK3082
 DK3082  HISTORY     - Date     Condition        Report By
 DK3082  HISTORY     - 19900418 MONUMENTED       MNDT
 DK3082
 DK3082                          STATION DESCRIPTION
 DK3082
 DK3082'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3082'THE MARK IS LOCATED ABOUT 2-1/4 MI (3.2 KM) WEST OF BROWNTON IN THE
 DK3082'SOUTHWEST 1/4 OF SECTION 35, T115N, R30W.
 DK3082' 
 DK3082'TO REACH THE MARK FROM THE JUNCTION OF TH 212 AND TH 15 IN BROWNTON,
 DK3082'GO WEST FOR 2.2 MI (3.5 KM) ALONG TH 212 TO TH 212 MILEPOST 105.95 AND
 DK3082'THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A 3/4 INCH (2 CM) BY 25
 DK3082'FT (7.6 M) DRIVEN ALUMINUM ROD, IS 71.5 FT (21.8 M) SOUTH OF TH 212,
 DK3082'84.7 FT (25.8 M) WEST OF A POWER POLE, 6.5 FT (2.0 M) EAST OF A FIELD
 DK3082'ENTRANCE, 2.8 FT (0.9 M) NORTH OF A FENCE POST, AND 3.9 FT (1.2 M)
 DK3082'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3083 ***********************************************************************
 DK3083  DESIGNATION -  4309 P
 DK3083  PID         -  DK3083
 DK3083  STATE/COUNTY-  MN/MCLEOD
 DK3083  COUNTRY     -  US
 DK3083  USGS QUAD   -  STEWART (1982)
 DK3083
 DK3083                         *CURRENT SURVEY CONTROL
 DK3083  ______________________________________________________________________
 DK3083* NAD 83(1986) POSITION- 44 43 28.     (N) 094 23 46.     (W)   SCALED    
 DK3083* NAVD 88 ORTHO HEIGHT -   315.380  (meters)    1034.71  (feet) ADJUSTED  
 DK3083  ______________________________________________________________________
 DK3083  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 DK3083  DYNAMIC HEIGHT  -        315.344 (meters)     1034.59  (feet) COMP
 DK3083  MODELED GRAVITY -    980,493.3   (mgal)                       NAVD 88
 DK3083
 DK3083  VERT ORDER      -  SECOND    CLASS I
 DK3083
 DK3083.The horizontal coordinates were scaled from a topographic map and have
 DK3083.an estimated accuracy of +/- 6 seconds.
 DK3083.
 DK3083.The orthometric height was determined by differential leveling and
 DK3083.adjusted in October 2008.
 DK3083
 DK3083.The dynamic height is computed by dividing the NAVD 88
 DK3083.geopotential number by the normal gravity value computed on the
 DK3083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3083.degrees latitude (g = 980.6199 gals.).
 DK3083
 DK3083.The modeled gravity was interpolated from observed gravity values.
 DK3083
 DK3083;                    North         East    Units  Estimated Accuracy
 DK3083;SPC MN S     -   291,680.      768,620.      MT  (+/- 180 meters Scaled)
 DK3083
 DK3083                          SUPERSEDED SURVEY CONTROL
 DK3083
 DK3083.No superseded survey control is available for this station.
 DK3083
 DK3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK894532(NAD 83)
 DK3083
 DK3083_MARKER: DV = VERTICAL CONTROL DISK
 DK3083_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK3083_STAMPING: 4309 P 1990
 DK3083_MARK LOGO: MNDT  
 DK3083_PROJECTION: RECESSED 8 CENTIMETERS
 DK3083_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3083+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1990
 DK3083_ROD/PIPE-DEPTH:  7.6 meters
 DK3083
 DK3083  HISTORY     - Date     Condition        Report By
 DK3083  HISTORY     - 19900418 MONUMENTED       MNDT
 DK3083
 DK3083                          STATION DESCRIPTION
 DK3083
 DK3083'DESCRIBED BY MN DEPT OF TRANSP 1990
 DK3083'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF BROWNTON IN THE
 DK3083'SOUTHEAST 1/4 OF SECTION 35, T115N, R30W.
 DK3083' 
 DK3083'TO REACH THE MARK FROM THE JUNCTION OF TH 212 AND TH 15 IN BROWNTON,
 DK3083'GO WEST FOR 1.3 MI (2.1 KM) ALONG TH 212 TO TH 212 MILEPOST 106.85 AND
 DK3083'THE MARK ON THE LEFT.  THE MARK, A DISK SET ON A 3/4 INCH (2 CM) BY 25
 DK3083'FT (7.6 M) DRIVEN ALUMINUM ROD, IS 170 FT (51.8 M) SOUTH OF TH 212, 34
 DK3083'FT (10.4 M) WEST OF COUNTY ROAD 54, 118.4 FT (36.1 M) SOUTHWEST OF A
 DK3083'POWER POLE NO 476, 76.2 FT (23.2 M) SOUTH OF UNDERGROUND CABLE MARKER
 DK3083'NO 7020-1, AND 4.9 FT (1.5 M) NORTH OF A R/W POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1581 ***********************************************************************
 PQ1581  DESIGNATION -  4310 A
 PQ1581  PID         -  PQ1581
 PQ1581  STATE/COUNTY-  MN/MCLEOD
 PQ1581  COUNTRY     -  US
 PQ1581  USGS QUAD   -  NEW AUBURN (1982)
 PQ1581
 PQ1581                         *CURRENT SURVEY CONTROL
 PQ1581  ______________________________________________________________________
 PQ1581* NAD 83(1986) POSITION- 44 44 29.     (N) 094 11 52.     (W)   SCALED    
 PQ1581* NAVD 88 ORTHO HEIGHT -   308.124  (meters)    1010.90  (feet) ADJUSTED  
 PQ1581  ______________________________________________________________________
 PQ1581  GEOID HEIGHT    -        -27.68  (meters)                     GEOID09
 PQ1581  DYNAMIC HEIGHT  -        308.089 (meters)     1010.79  (feet) COMP
 PQ1581  MODELED GRAVITY -    980,495.0   (mgal)                       NAVD 88
 PQ1581
 PQ1581  VERT ORDER      -  SECOND    CLASS I
 PQ1581
 PQ1581.The horizontal coordinates were scaled from a topographic map and have
 PQ1581.an estimated accuracy of +/- 6 seconds.
 PQ1581.
 PQ1581.The orthometric height was determined by differential leveling and
 PQ1581.adjusted in June 1995.
 PQ1581
 PQ1581.The dynamic height is computed by dividing the NAVD 88
 PQ1581.geopotential number by the normal gravity value computed on the
 PQ1581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1581.degrees latitude (g = 980.6199 gals.).
 PQ1581
 PQ1581.The modeled gravity was interpolated from observed gravity values.
 PQ1581
 PQ1581;                    North         East    Units  Estimated Accuracy
 PQ1581;SPC MN S     -   293,510.      784,340.      MT  (+/- 180 meters Scaled)
 PQ1581
 PQ1581                          SUPERSEDED SURVEY CONTROL
 PQ1581
 PQ1581.No superseded survey control is available for this station.
 PQ1581
 PQ1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK051549(NAD 83)
 PQ1581
 PQ1581_MARKER: DV = VERTICAL CONTROL DISK
 PQ1581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1581_SP_SET: ALUMINUM ALLOY ROD
 PQ1581_STAMPING: 4310 A 1987
 PQ1581_MARK LOGO: MNDT  
 PQ1581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1581
 PQ1581  HISTORY     - Date     Condition        Report By
 PQ1581  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1581
 PQ1581                          STATION DESCRIPTION
 PQ1581
 PQ1581'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1581'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) WEST-SOUTHWEST OF THE TOWN
 PQ1581'OF GLENCOE IN THE NE 1/4 OF SECTION 28, T115N, R28W, 2.5 MI (4.0 KM)
 PQ1581'WEST-SOUTHWEST ALONG TRUNK HIGHWAYS 22 AND 212 FROM THIER JUNCTION AT
 PQ1581'GLENCOE TO A DITCH BLOCK IN THE CENTER OF THE MEDIAN.  THE MARK A
 PQ1581'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4310
 PQ1581'A 1987---, IS SET ON THE TOP OF A 3/4-INCH DIAMETER BY 20-FOOT LONG
 PQ1581'DRIVEN ALUMINUM ROD THAT IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT
 PQ1581'(0.3 M) BELOW THE LEVEL OF THE HIGHWAYS.  THE MARK IS 35.0 FEET
 PQ1581'(10.7 M) SOUTH OF THE WESTBOUND CENTERLINE AND 50.0 FEET (15.2 M)
 PQ1581'NORTH OF THE EASTBOUND CENTERLINE OF HIGHWAY 212 AT MILEPOINT 117.05
 PQ1581'AND 22.0 FEET (6.7 M) WEST-SOUTHWEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1580 ***********************************************************************
 PQ1580  DESIGNATION -  4310 B
 PQ1580  PID         -  PQ1580
 PQ1580  STATE/COUNTY-  MN/MCLEOD
 PQ1580  COUNTRY     -  US
 PQ1580  USGS QUAD   -  GLENCOE (1982)
 PQ1580
 PQ1580                         *CURRENT SURVEY CONTROL
 PQ1580  ______________________________________________________________________
 PQ1580* NAD 83(1986) POSITION- 44 45 08.     (N) 094 10 21.     (W)   SCALED    
 PQ1580* NAVD 88 ORTHO HEIGHT -   304.407  (meters)     998.71  (feet) ADJUSTED  
 PQ1580  ______________________________________________________________________
 PQ1580  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 PQ1580  DYNAMIC HEIGHT  -        304.372 (meters)      998.59  (feet) COMP
 PQ1580  MODELED GRAVITY -    980,496.2   (mgal)                       NAVD 88
 PQ1580
 PQ1580  VERT ORDER      -  SECOND    CLASS I
 PQ1580
 PQ1580.The horizontal coordinates were scaled from a topographic map and have
 PQ1580.an estimated accuracy of +/- 6 seconds.
 PQ1580.
 PQ1580.The orthometric height was determined by differential leveling and
 PQ1580.adjusted in June 1995.
 PQ1580
 PQ1580.The dynamic height is computed by dividing the NAVD 88
 PQ1580.geopotential number by the normal gravity value computed on the
 PQ1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1580.degrees latitude (g = 980.6199 gals.).
 PQ1580
 PQ1580.The modeled gravity was interpolated from observed gravity values.
 PQ1580
 PQ1580;                    North         East    Units  Estimated Accuracy
 PQ1580;SPC MN S     -   294,710.      786,340.      MT  (+/- 180 meters Scaled)
 PQ1580
 PQ1580                          SUPERSEDED SURVEY CONTROL
 PQ1580
 PQ1580.No superseded survey control is available for this station.
 PQ1580
 PQ1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK071560(NAD 83)
 PQ1580
 PQ1580_MARKER: DB = BENCH MARK DISK
 PQ1580_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1580_SP_SET: BRIDGE ABUTMENT
 PQ1580_STAMPING: 4310 B 1987
 PQ1580_MARK LOGO: MNDT  
 PQ1580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1580
 PQ1580  HISTORY     - Date     Condition        Report By
 PQ1580  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1580
 PQ1580                          STATION DESCRIPTION
 PQ1580
 PQ1580'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1580'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF THE TOWN OF
 PQ1580'GLENCOE IN THE SW 1/4 OF SECTION 23, T115N, R28W, 1.0 MILE (1.6 KM)
 PQ1580'SOUTHWEST ALONG TRUNK HIGHWAYS 22 AND 212 FROM THIER JUNCTION AT
 PQ1580'GLENCOE, THENCE SOUTH ALONG A BITUMINOUS ROAD FOR ABOUT 400 FEET
 PQ1580'(121.9 M) TO BRIDGE NUMBER 43001 (BITUMINOUS ROAD OVER BUFFALO CREEK)
 PQ1580'AND THE MARK IN THE SOUTHEAST CORNER OF THE BRIDGE.  THE MARK, A
 PQ1580'STANDARD MNDT BENCH MARK DISK STAMPED---4310 B 1987---, IS SET IN THE
 PQ1580'SOUTHEAST CORNER OF THE BRIDGE AND IS ABOUT 0.8 FOOT (24.4 CM) ABOVE
 PQ1580'THE LEVEL OF THE ROADWAY.  THE MARK IS 18.2 FEET (5.5 M) EAST OF THE
 PQ1580'CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1579 ***********************************************************************
 PQ1579  DESIGNATION -  4310 C
 PQ1579  PID         -  PQ1579
 PQ1579  STATE/COUNTY-  MN/MCLEOD
 PQ1579  COUNTRY     -  US
 PQ1579  USGS QUAD   -  GLENCOE (1982)
 PQ1579
 PQ1579                         *CURRENT SURVEY CONTROL
 PQ1579  ______________________________________________________________________
 PQ1579* NAD 83(1986) POSITION- 44 45 25.     (N) 094 09 59.     (W)   SCALED    
 PQ1579* NAVD 88 ORTHO HEIGHT -   304.235  (meters)     998.14  (feet) ADJUSTED  
 PQ1579  ______________________________________________________________________
 PQ1579  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 PQ1579  DYNAMIC HEIGHT  -        304.201 (meters)      998.03  (feet) COMP
 PQ1579  MODELED GRAVITY -    980,496.7   (mgal)                       NAVD 88
 PQ1579
 PQ1579  VERT ORDER      -  SECOND    CLASS I
 PQ1579
 PQ1579.The horizontal coordinates were scaled from a topographic map and have
 PQ1579.an estimated accuracy of +/- 6 seconds.
 PQ1579.
 PQ1579.The orthometric height was determined by differential leveling and
 PQ1579.adjusted in June 1995.
 PQ1579
 PQ1579.The dynamic height is computed by dividing the NAVD 88
 PQ1579.geopotential number by the normal gravity value computed on the
 PQ1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1579.degrees latitude (g = 980.6199 gals.).
 PQ1579
 PQ1579.The modeled gravity was interpolated from observed gravity values.
 PQ1579
 PQ1579;                    North         East    Units  Estimated Accuracy
 PQ1579;SPC MN S     -   295,230.      786,830.      MT  (+/- 180 meters Scaled)
 PQ1579
 PQ1579                          SUPERSEDED SURVEY CONTROL
 PQ1579
 PQ1579.No superseded survey control is available for this station.
 PQ1579
 PQ1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK076566(NAD 83)
 PQ1579
 PQ1579_MARKER: DV = VERTICAL CONTROL DISK
 PQ1579_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1579_SP_SET: ALUMINUM ALLOY ROD
 PQ1579_STAMPING: 4310 C 1987
 PQ1579_MARK LOGO: MNDT  
 PQ1579_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1579
 PQ1579  HISTORY     - Date     Condition        Report By
 PQ1579  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1579
 PQ1579                          STATION DESCRIPTION
 PQ1579
 PQ1579'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1579'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTHWEST OF THE TOWN OF
 PQ1579'GLENCOE IN THE NW 1/4 OF SECTION 23, T115N, R28W, 0.65 MILE
 PQ1579'(1.05 KM) SOUTHWEST ALONG TRUNK HIGHWAYS 22 AND 212 FROM THEIR
 PQ1579'JUNCTION AT GLENCOE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1579'CONTROL MONUMENT DISK STAMPED---4310 C 1987---, IS SET ON THE TOP OF
 PQ1579'A 3/4-INCH DIAMETER BY 28.5-FOOT LONG DRIVEN ALUMINUM ROD THAT IS
 PQ1579'FLUSH WITH THE GROUND AND ABOUT 1 FOOT (0.3 M) ABOVE THE LEVEL OF
 PQ1579'HIGHWAY 22.  THE MARK IS 75.8 FEET (23.1 M) NORTHWEST OF THE
 PQ1579'WESTBOUND CENTERLINE OF HIGHWAY 212, 44.5 FEET (13.6 M) SOUTHEAST OF
 PQ1579'THE CENTERLINE OF THE FRONTAGE ROAD, 149 FEET (45.4 M)
 PQ1579'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE MCLEOD COOP POWER
 PQ1579'BUILDING, 23.5 FEET (7.2 M) WEST-SOUTHWEST OF A POWER POLE, 19.2 FEET
 PQ1579'(5.9 M) EAST-NORTHEAST OF A TELEPHONE POLE AND 1 FOOT (0.3 M) SOUTH
 PQ1579'OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1579'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7115 ***********************************************************************
 DK7115  DESIGNATION -  4310 C 1
 DK7115  PID         -  DK7115
 DK7115  STATE/COUNTY-  MN/MCLEOD
 DK7115  COUNTRY     -  US
 DK7115  USGS QUAD   -  GLENCOE (1982)
 DK7115
 DK7115                         *CURRENT SURVEY CONTROL
 DK7115  ______________________________________________________________________
 DK7115* NAD 83(1986) POSITION- 44 45 12.0    (N) 094 07 52.8    (W)   HD_HELD2  
 DK7115* NAVD 88 ORTHO HEIGHT -   308.057  (meters)    1010.68  (feet) ADJUSTED  
 DK7115  ______________________________________________________________________
 DK7115  GEOID HEIGHT    -        -27.64  (meters)                     GEOID09
 DK7115  DYNAMIC HEIGHT  -        308.023 (meters)     1010.57  (feet) COMP
 DK7115  MODELED GRAVITY -    980,497.8   (mgal)                       NAVD 88
 DK7115
 DK7115  VERT ORDER      -  SECOND    CLASS I
 DK7115
 DK7115.The horizontal coordinates were established by autonomous hand held GPS
 DK7115.observations and have an estimated accuracy of +/- 10 meters.
 DK7115.
 DK7115.The orthometric height was determined by differential leveling and
 DK7115.adjusted in November 2008.
 DK7115
 DK7115.No vertical observational check was made to the station.
 DK7115
 DK7115.The dynamic height is computed by dividing the NAVD 88
 DK7115.geopotential number by the normal gravity value computed on the
 DK7115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7115.degrees latitude (g = 980.6199 gals.).
 DK7115
 DK7115.The modeled gravity was interpolated from observed gravity values.
 DK7115
 DK7115;                    North         East    Units  Estimated Accuracy
 DK7115;SPC MN S     -   294,825.      789,601.      MT  (+/- 10 meters HH2 GPS)
 DK7115
 DK7115                          SUPERSEDED SURVEY CONTROL
 DK7115
 DK7115.No superseded survey control is available for this station.
 DK7115
 DK7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1045156171(NAD 83)
 DK7115
 DK7115_MARKER: DD = SURVEY DISK
 DK7115_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7115_STAMPING: 4310 C 1 2006
 DK7115_MARK LOGO: MNDT  
 DK7115_PROJECTION: RECESSED 10 CENTIMETERS
 DK7115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7115+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DK7115_ROD/PIPE-DEPTH:  6.1 meters
 DK7115
 DK7115  HISTORY     - Date     Condition        Report By
 DK7115  HISTORY     - 20060726 MONUMENTED       MNDT
 DK7115
 DK7115                          STATION DESCRIPTION
 DK7115
 DK7115'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7115'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTHWEST OF GREEN ISLE,
 DK7115'7.3 MI (11.7 KM) NORTHEAST OF NEW AUBURN AND 4.7 MI (7.6 KM)
 DK7115'WEST-SOUTHWEST OF PLATO.
 DK7115' 
 DK7115'THE MARK IS 1.5 MI (2.4 KM) SOUTHEAST OF GLENCOE, 1.0 MI (1.6 KM)
 DK7115'SOUTH ALONG FLACON AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 DK7115'FLACON AVENUE IN GLENCOE, 45.0 FT (13.7 M) NORTH OF POWER-POLE, 28.0
 DK7115'FT (8.5 M) EAST OF FLACON AVENUE, 1.0 FT (0.3 M) WEST OF A WITNESS
 DK7115'POST.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D STABILIZING FIN-SLEEVE
 DK7115'SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK7116 ***********************************************************************
 DK7116  DESIGNATION -  4310 C 2
 DK7116  PID         -  DK7116
 DK7116  STATE/COUNTY-  MN/MCLEOD
 DK7116  COUNTRY     -  US
 DK7116  USGS QUAD   -  NEW AUBURN (1982)
 DK7116
 DK7116                         *CURRENT SURVEY CONTROL
 DK7116  ______________________________________________________________________
 DK7116* NAD 83(1986) POSITION- 44 44 36.4    (N) 094 07 53.2    (W)   HD_HELD2  
 DK7116* NAVD 88 ORTHO HEIGHT -   304.519  (meters)     999.08  (feet) ADJUSTED  
 DK7116  ______________________________________________________________________
 DK7116  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 DK7116  DYNAMIC HEIGHT  -        304.485 (meters)      998.96  (feet) COMP
 DK7116  MODELED GRAVITY -    980,497.0   (mgal)                       NAVD 88
 DK7116
 DK7116  VERT ORDER      -  SECOND    CLASS I
 DK7116
 DK7116.The horizontal coordinates were established by autonomous hand held GPS
 DK7116.observations and have an estimated accuracy of +/- 10 meters.
 DK7116.
 DK7116.The orthometric height was determined by differential leveling and
 DK7116.adjusted in November 2008.
 DK7116
 DK7116.No vertical observational check was made to the station.
 DK7116
 DK7116.The dynamic height is computed by dividing the NAVD 88
 DK7116.geopotential number by the normal gravity value computed on the
 DK7116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK7116.degrees latitude (g = 980.6199 gals.).
 DK7116
 DK7116.The modeled gravity was interpolated from observed gravity values.
 DK7116
 DK7116;                    North         East    Units  Estimated Accuracy
 DK7116;SPC MN S     -   293,726.      789,591.      MT  (+/- 10 meters HH2 GPS)
 DK7116
 DK7116                          SUPERSEDED SURVEY CONTROL
 DK7116
 DK7116.No superseded survey control is available for this station.
 DK7116
 DK7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1042755073(NAD 83)
 DK7116
 DK7116_MARKER: DD = SURVEY DISK
 DK7116_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK7116_STAMPING: 4310 C 2 2006
 DK7116_MARK LOGO: MNDT  
 DK7116_PROJECTION: FLUSH
 DK7116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK7116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK7116+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 DK7116_ROD/PIPE-DEPTH:  7.6 meters
 DK7116
 DK7116  HISTORY     - Date     Condition        Report By
 DK7116  HISTORY     - 20060726 MONUMENTED       MNDT
 DK7116
 DK7116                          STATION DESCRIPTION
 DK7116
 DK7116'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK7116'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF GREEN ISLE,
 DK7116'6.8 MI (10.9 KM) NORTHEAST OF NEW AUBURN AND 5.0 MI (8.0 KM)
 DK7116'WEST-SOUTHWEST OF PLATO.
 DK7116' 
 DK7116'THE MARK IS 2.1 MI (3.4 KM) SOUTHEAST OF GLENCOE, 1.70 MI (2.7 KM)
 DK7116'SOUTH ALONG FLACON AVENUE FROM THE JUNCTION OF TRUNK HIGHWAY 212 AND
 DK7116'FLACON AVENUE IN GLENCOE, 57.0 FT (17.4 M) SOUTH OF A FIELD ENTRANCE,
 DK7116'32.0 FT (9.8 M) EAST OF FLACON AVENUE, 12.5 FT (3.8 M) SOUTH OF
 DK7116'POWER-POLE NUMBER 40.  THE MARK IS SET WITH A 3 FT (0.9 M) 3D
 DK7116'STABILIZING FIN-SLEEVE SURROUNDED BY A SIX INCH PVC PIPE BACKFILLED
 DK7116'WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0011 ***********************************************************************
 PQ0011  DESIGNATION -  4311 A
 PQ0011  PID         -  PQ0011
 PQ0011  STATE/COUNTY-  MN/MCLEOD
 PQ0011  COUNTRY     -  US
 PQ0011  USGS QUAD   -  WINSTED (1982)
 PQ0011
 PQ0011                         *CURRENT SURVEY CONTROL
 PQ0011  ______________________________________________________________________
 PQ0011* NAD 83(1986) POSITION- 44 55 06.     (N) 094 03 07.     (W)   SCALED    
 PQ0011* NAVD 88 ORTHO HEIGHT -   310.348  (meters)    1018.20  (feet) ADJUSTED  
 PQ0011  ______________________________________________________________________
 PQ0011  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PQ0011  DYNAMIC HEIGHT  -        310.319 (meters)     1018.10  (feet) COMP
 PQ0011  MODELED GRAVITY -    980,517.2   (mgal)                       NAVD 88
 PQ0011
 PQ0011  VERT ORDER      -  SECOND    CLASS 0
 PQ0011
 PQ0011.The horizontal coordinates were scaled from a topographic map and have
 PQ0011.an estimated accuracy of +/- 6 seconds.
 PQ0011.
 PQ0011.The orthometric height was determined by differential leveling and
 PQ0011.adjusted in June 1991.
 PQ0011
 PQ0011.The dynamic height is computed by dividing the NAVD 88
 PQ0011.geopotential number by the normal gravity value computed on the
 PQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0011.degrees latitude (g = 980.6199 gals.).
 PQ0011
 PQ0011.The modeled gravity was interpolated from observed gravity values.
 PQ0011
 PQ0011;                    North         East    Units  Estimated Accuracy
 PQ0011;SPC MN S     -   313,150.      795,900.      MT  (+/- 180 meters Scaled)
 PQ0011
 PQ0011                          SUPERSEDED SURVEY CONTROL
 PQ0011
 PQ0011  NGVD 29 (??/??/92)  310.262  (m)         1017.92   (f) ADJ UNCH    2 0
 PQ0011
 PQ0011.Superseded values are not recommended for survey control.
 PQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0011.See file dsdata.txt to determine how the superseded data were derived.
 PQ0011
 PQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK169744(NAD 83)
 PQ0011
 PQ0011_MARKER: DB = BENCH MARK DISK
 PQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PQ0011_STAMPING: 4311 A 1968
 PQ0011_MARK LOGO: MNHD  
 PQ0011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0011+STABILITY: SURFACE MOTION
 PQ0011
 PQ0011  HISTORY     - Date     Condition        Report By
 PQ0011  HISTORY     - 1968     MONUMENTED       MNHD
 PQ0011  HISTORY     - 1972     GOOD             MNDT
 PQ0011  HISTORY     - 1989     GOOD             MNDT
 PQ0011
 PQ0011                          STATION DESCRIPTION
 PQ0011
 PQ0011'DESCRIBED BY MN DEPT OF TRANSP 1972
 PQ0011'2.25 MI N FROM LESTER PRAIRIE.
 PQ0011'2.3 MILES NORTH ALONG T.H. 261 FROM THE JUNCTION OF T.H. 261 AND
 PQ0011'COUNTY ROAD 23 IN LESTER PRAIRIE, 0.9 MILES NORTH OF T.H. 7, 48 FEET
 PQ0011'EAST OF, AND 3 FEET LOWER THAN THE CENTERLINE OF T.H. 261, 93.2 FEET
 PQ0011'SOUTHEAST OF A CHISELED X, IN NORTH END OF A 15 INCH CONCRETE CULVERT
 PQ0011'UNDER A FARM ENTRANCE, 20 FEET SOUTH OF THE CENTER OF A FARM ENTRANCE
 PQ0011'(WEST), 7.3 FEET NORTH OF A POWER POLE NO. 401, 1 FOOT WEST OF A STEEL
 PQ0011'WITNESS POST, IN A 6 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PQ0011'GROUND.
 PQ0011
 PQ0011                          STATION RECOVERY (1989)
 PQ0011
 PQ0011'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0011'THE MARK IS LOCATED ABOUT 2 MILES NORTH OF THE CITY OF LESTER PRAIRIE,
 PQ0011'0.85 MILE NORTH ALONG TRUNK HIGHWAY 261 FROM ITS JUNCTION WITH TRUNK
 PQ0011'HIGHWAY 7 (1.2 MILES NORTH OF LESTER PRAIRIE), AND IS IN THE NW 1/4 OF
 PQ0011'SECTION 26, T117N, R27W.  THE MARK IS 47.0 FEET EAST OF AND ABOUT 3
 PQ0011'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 261, AT MILEPOINT 12.8, 8.0
 PQ0011'FEET NORTH-NORTHWEST OF POWER POLE NUMBER 401, 92.3 FEET SOUTHEAST OF
 PQ0011'A CHISLED X IN THE NORTH END OF A 15 INCH CONCRETE CULVERT UNDER A
 PQ0011'FARM ENTRANCE, AND 1.0 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A
 PQ0011'STANDARD MNHD BENCH MARK DISK STAMPED---4311 A 1968---, IS SET IN THE
 PQ0011'TOP OF A 6 FOOT LONG PRECAST MAGNETIC CONCRETE MONUMENT AND IS FLUSH
 PQ0011'WITH SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0008 ***********************************************************************
 PQ0008  DESIGNATION -  4311 B
 PQ0008  PID         -  PQ0008
 PQ0008  STATE/COUNTY-  MN/MCLEOD
 PQ0008  COUNTRY     -  US
 PQ0008  USGS QUAD   -  WINSTED (1982)
 PQ0008
 PQ0008                         *CURRENT SURVEY CONTROL
 PQ0008  ______________________________________________________________________
 PQ0008* NAD 83(1986) POSITION- 44 56 40.0    (N) 094 03 10.5    (W)   HD_HELD2  
 PQ0008* NAVD 88 ORTHO HEIGHT -   308.070  (meters)    1010.73  (feet) ADJUSTED  
 PQ0008  ______________________________________________________________________
 PQ0008  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PQ0008  DYNAMIC HEIGHT  -        308.042 (meters)     1010.63  (feet) COMP
 PQ0008  MODELED GRAVITY -    980,518.6   (mgal)                       NAVD 88
 PQ0008
 PQ0008  VERT ORDER      -  SECOND    CLASS 0
 PQ0008
 PQ0008.The horizontal coordinates were established by autonomous hand held GPS
 PQ0008.observations and have an estimated accuracy of +/- 10 meters.
 PQ0008.
 PQ0008.The orthometric height was determined by differential leveling and
 PQ0008.adjusted in June 1991.
 PQ0008
 PQ0008.The dynamic height is computed by dividing the NAVD 88
 PQ0008.geopotential number by the normal gravity value computed on the
 PQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0008.degrees latitude (g = 980.6199 gals.).
 PQ0008
 PQ0008.The modeled gravity was interpolated from observed gravity values.
 PQ0008
 PQ0008;                    North         East    Units  Estimated Accuracy
 PQ0008;SPC MN S     -   316,054.      795,824.      MT  (+/- 10 meters HH2 GPS)
 PQ0008
 PQ0008                          SUPERSEDED SURVEY CONTROL
 PQ0008
 PQ0008  NGVD 29 (??/??/92)  307.985  (m)         1010.45   (f) ADJ UNCH    2 0
 PQ0008
 PQ0008.Superseded values are not recommended for survey control.
 PQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0008.See file dsdata.txt to determine how the superseded data were derived.
 PQ0008
 PQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1693377318(NAD 83)
 PQ0008
 PQ0008_MARKER: DB = BENCH MARK DISK
 PQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0008_STAMPING: 4311 B 1968
 PQ0008_MARK LOGO: MNHD  
 PQ0008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0008+STABILITY: SURFACE MOTION
 PQ0008
 PQ0008  HISTORY     - Date     Condition        Report By
 PQ0008  HISTORY     - 1968     MONUMENTED       MNHD
 PQ0008  HISTORY     - 1968     GOOD             MNDT
 PQ0008  HISTORY     - 1989     GOOD             MNDT
 PQ0008
 PQ0008                          STATION DESCRIPTION
 PQ0008
 PQ0008'DESCRIBED BY MN DEPT OF TRANSP 1968
 PQ0008'1.3 MI S FROM WINSTED.
 PQ0008'0.3 MILE SOUTH OF THE NW. COR. SEC. 15, T117N, R27W 0.8 MILE SOUTH OF
 PQ0008'JCT T.H. 261 AND R.R. AT WINSTED 48.4 EAST OF T.H. 261 8.5 FEET SOUTH
 PQ0008'OF POWER POLE NO. 439 44 FEET NORTH OF FIELD ENTRANCE 1.0 FOOT WEST OF
 PQ0008'A STEEL WITNESS POST.
 PQ0008
 PQ0008                          STATION RECOVERY (1989)
 PQ0008
 PQ0008'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0008'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE CITY OF WINSTED, 2.65
 PQ0008'MILES NORTH ALONG TRUNK HIGHWAY 261 FROM ITS JUNCTION WITH TRUNK
 PQ0008'HIGHWAY 7 (1.2 MILES NORTH OF THE CITY OF LESTER PRAIRIE AND 3.5 MILES
 PQ0008'SOUTH OF WINSTED), AND IN THE NW 1/4 OF SECTION 26, T117N, R27W.  THE
 PQ0008'MARK IS 48.0 FEET EAST OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE
 PQ0008'OF HIGHWAY 261, AT MILEPOINT 14.6, 45.0 FEET NORTH OF A FIELD
 PQ0008'ENTRANCE, 9.1 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER 439, AND 0.9
 PQ0008'FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD BENCH
 PQ0008'MARK DISK STAMPED---4311 B 1968---, IS SET IN THE TOP OF A 6 FOOT LONG
 PQ0008'PRECAST MAGNETIC CONCRETE MONUMENT AND IS 0.1 FOOT BELOW THE SURFACE
 PQ0008'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0006 ***********************************************************************
 PQ0006  DESIGNATION -  4311 C
 PQ0006  PID         -  PQ0006
 PQ0006  STATE/COUNTY-  MN/MCLEOD
 PQ0006  COUNTRY     -  US
 PQ0006  USGS QUAD   -  WINSTED (1982)
 PQ0006
 PQ0006                         *CURRENT SURVEY CONTROL
 PQ0006  ______________________________________________________________________
 PQ0006* NAD 83(1986) POSITION- 44 57 23.     (N) 094 03 17.     (W)   SCALED    
 PQ0006* NAVD 88 ORTHO HEIGHT -   309.354  (meters)    1014.94  (feet) ADJUSTED  
 PQ0006  ______________________________________________________________________
 PQ0006  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 PQ0006  DYNAMIC HEIGHT  -        309.326 (meters)     1014.85  (feet) COMP
 PQ0006  MODELED GRAVITY -    980,518.9   (mgal)                       NAVD 88
 PQ0006
 PQ0006  VERT ORDER      -  SECOND    CLASS 0
 PQ0006
 PQ0006.The horizontal coordinates were scaled from a topographic map and have
 PQ0006.an estimated accuracy of +/- 6 seconds.
 PQ0006.
 PQ0006.The orthometric height was determined by differential leveling and
 PQ0006.adjusted in June 1991.
 PQ0006
 PQ0006.The dynamic height is computed by dividing the NAVD 88
 PQ0006.geopotential number by the normal gravity value computed on the
 PQ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0006.degrees latitude (g = 980.6199 gals.).
 PQ0006
 PQ0006.The modeled gravity was interpolated from observed gravity values.
 PQ0006
 PQ0006;                    North         East    Units  Estimated Accuracy
 PQ0006;SPC MN S     -   317,380.      795,680.      MT  (+/- 180 meters Scaled)
 PQ0006
 PQ0006                          SUPERSEDED SURVEY CONTROL
 PQ0006
 PQ0006  NGVD 29 (??/??/92)  309.270  (m)         1014.66   (f) ADJ UNCH    2 0
 PQ0006
 PQ0006.Superseded values are not recommended for survey control.
 PQ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0006.See file dsdata.txt to determine how the superseded data were derived.
 PQ0006
 PQ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK168786(NAD 83)
 PQ0006
 PQ0006_MARKER: DB = BENCH MARK DISK
 PQ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0006_STAMPING: 4311 C 1968
 PQ0006_MARK LOGO: MNHD  
 PQ0006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0006+STABILITY: SURFACE MOTION
 PQ0006
 PQ0006  HISTORY     - Date     Condition        Report By
 PQ0006  HISTORY     - 1968     MONUMENTED       MNHD
 PQ0006  HISTORY     - 1968     GOOD             MNDT
 PQ0006  HISTORY     - 1989     GOOD             MNDT
 PQ0006
 PQ0006                          STATION DESCRIPTION
 PQ0006
 PQ0006'DESCRIBED BY MN DEPT OF TRANSP 1968
 PQ0006'IN WINSTED.
 PQ0006'SOUTH OF WEST 1/4 COR. OF SEC. 11, T117N, R27W SW. QUAD. T.H. 261 AND
 PQ0006'R.R. IN WINSTED 65.4 FEET WEST OF T.H. 261 18.8 FEET SOUTH OF MAINLINE
 PQ0006'R.R. 5.8 FEET NE. OF TELEGRAPH POLE 31.3 FEET NW. OF TELEPHONE POLE
 PQ0006'1.0 FOOT EAST OF A STEEL WITNESS POST.
 PQ0006
 PQ0006                          STATION RECOVERY (1989)
 PQ0006
 PQ0006'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 PQ0006'THE MARK IS LOCATED AT THE SOUTH EDGE OF THE CITY OF WINSTED, 3.5
 PQ0006'MILES NORTH ALONG TRUNK HIGHWAY 261 FROM ITS JUNCTION WITH TRUNK
 PQ0006'HIGHWAY 7 (1.2 MILES NORTH OF THE CITY OF LESTER PRAIRIE AND 3.5 MILES
 PQ0006'SOUTH OF WINSTED), AND IN THE SE 1/4 OF SECTION 10, T117N, R27W.  THE
 PQ0006'MARK IS 66.0 FEET WEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 PQ0006'HIGHWAY 261, AT MILEPOINT 15.45, 76.0 FEET SOUTH-SOUTHWEST OF THE
 PQ0006'SOUTH GATE POST, 6.4 FEET NORTHEAST OF A SAWED OFF TELEGRAPH POLE, AND
 PQ0006'4.3 FEET EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 PQ0006'BENCH MARK DISK STAMPED---4311 C 1968---, IS SET IN THE TOP OF A 6
 PQ0006'FOOT LONG PRECAST MAGNETIC CONCRETE MONUMENT AND IS FLUSH WITH THE
 PQ0006'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG9140 ***********************************************************************
 DG9140  DESIGNATION -  4311 D
 DG9140  PID         -  DG9140
 DG9140  STATE/COUNTY-  MN/MCLEOD
 DG9140  COUNTRY     -  US
 DG9140  USGS QUAD   -  WINSTED (1982)
 DG9140
 DG9140                         *CURRENT SURVEY CONTROL
 DG9140  ______________________________________________________________________
 DG9140* NAD 83(1986) POSITION- 44 53 40.     (N) 094 03 12.     (W)   SCALED    
 DG9140* NAVD 88 ORTHO HEIGHT -   308.346  (meters)    1011.63  (feet) ADJUSTED  
 DG9140  ______________________________________________________________________
 DG9140  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 DG9140  DYNAMIC HEIGHT  -        308.317 (meters)     1011.54  (feet) COMP
 DG9140  MODELED GRAVITY -    980,515.5   (mgal)                       NAVD 88
 DG9140
 DG9140  VERT ORDER      -  SECOND    CLASS I
 DG9140
 DG9140.The horizontal coordinates were scaled from a topographic map and have
 DG9140.an estimated accuracy of +/- 6 seconds.
 DG9140.
 DG9140.The orthometric height was determined by differential leveling and
 DG9140.adjusted in February 2005.
 DG9140
 DG9140.No vertical observational check was made to the station.
 DG9140
 DG9140.The dynamic height is computed by dividing the NAVD 88
 DG9140.geopotential number by the normal gravity value computed on the
 DG9140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9140.degrees latitude (g = 980.6199 gals.).
 DG9140
 DG9140.The modeled gravity was interpolated from observed gravity values.
 DG9140
 DG9140;                    North         East    Units  Estimated Accuracy
 DG9140;SPC MN S     -   310,500.      795,790.      MT  (+/- 180 meters Scaled)
 DG9140
 DG9140                          SUPERSEDED SURVEY CONTROL
 DG9140
 DG9140.No superseded survey control is available for this station.
 DG9140
 DG9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK168717(NAD 83)
 DG9140
 DG9140_MARKER: DV = VERTICAL CONTROL DISK
 DG9140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG9140_STAMPING: 4311 D 1989
 DG9140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9140
 DG9140  HISTORY     - Date     Condition        Report By
 DG9140  HISTORY     - 1989     MONUMENTED       MNDT
 DG9140
 DG9140                          STATION DESCRIPTION
 DG9140
 DG9140'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 DG9140'THE MARK IS LOCATED ABOUT 1/2 MILE NORTH OF THE CITY OF LESTER
 DG9140'PRAIRIE, 0.8 MILE SOUTH ALONG TRUNK HIGHWAY 261 FROM ITS JUNCTION WITH
 DG9140'TRUNK HIGHWAY 7 (1.2 MILES NORTH OF LESTER PRAIRIE) AND IN THE SE 1/4
 DG9140'OF SECTION 34, T117N, R27W.  THE MARK IS 48.5 FEET WEST OF AND ABOUT 3
 DG9140'FEET LOWER THAN THE CENTERLINE OF HIGHWAY 261, AT MILEPOINT 11.15, 2.9
 DG9140'FEET NORTHEAST OF A POWER POLE AND 1.2 FEET SOUTHEAST OF A STEEL
 DG9140'WITNESS POST.  THE MARK, A STANDARD MNDT MAGNETIC ALUMINUM VERTICAL
 DG9140'CONTROL MONUMENT DISK STAMPED---4311 D 1989---, IS FORCED ONTO THE TOP
 DG9140'OF A 3/4 INCH DIAMETER BY 25 FOOT LONG DRIVEN ALUMINUM ALLOY ROD AND
 DG9140'IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6777 ***********************************************************************
 DF6777  DESIGNATION -  432 1
 DF6777  PID         -  DF6777
 DF6777  STATE/COUNTY-  MN/HUBBARD
 DF6777  COUNTRY     -  US
 DF6777  USGS QUAD   -  STEAMBOAT LAKE (1972)
 DF6777
 DF6777                         *CURRENT SURVEY CONTROL
 DF6777  ______________________________________________________________________
 DF6777* NAD 83(2007) POSITION- 47 19 22.31779(N) 094 39 49.16293(W)   ADJUSTED  
 DF6777* NAD 83(2007) ELLIP HT-   391.455 (meters)        (02/10/07)   ADJUSTED
 DF6777* NAD 83(2007) EPOCH   -  2002.00
 DF6777* NAVD 88 ORTHO HEIGHT -   419.5    (meters)    1376.    (feet) GPS OBS   
 DF6777  ______________________________________________________________________
 DF6777  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6777  GEOID HEIGHT    -        -27.98  (meters)                     GEOID99
 DF6777  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DF6777  NAD 83(2007) X  -   -352,189.075 (meters)                     COMP
 DF6777  NAD 83(2007) Y  - -4,317,291.457 (meters)                     COMP
 DF6777  NAD 83(2007) Z  -  4,666,458.345 (meters)                     COMP
 DF6777  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC09
 DF6777
 DF6777  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6777  Type                                         Horiz  Ellip  Dist(km)
 DF6777  -------------------------------------------------------------------
 DF6777  NETWORK                                       0.97   0.59
 DF6777  -------------------------------------------------------------------
 DF6777  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.19   0.61      7.31
 DF6777  -------------------------------------------------------------------
 DF6777  NOTE: Click here for information on individual local accuracy
 DF6777  values and other accuracy information.
 DF6777
 DF6777
 DF6777.The horizontal coordinates were established by GPS observations
 DF6777.and adjusted by the National Geodetic Survey in February 2007.
 DF6777
 DF6777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6777.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6777
 DF6777.The horizontal coordinates are valid at the epoch date displayed above
 DF6777.which is a decimal equivalence of Year/Month/Day.
 DF6777
 DF6777.The orthometric height was determined by GPS observations and a
 DF6777.high-resolution geoid model.
 DF6777
 DF6777.Photographs are available for this station.
 DF6777
 DF6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6777
 DF6777.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6777
 DF6777.The ellipsoidal height was determined by GPS observations
 DF6777.and is referenced to NAD 83.
 DF6777
 DF6777. The following values were computed from the NAD 83(2007) position.
 DF6777
 DF6777;                    North         East     Units Scale Factor Converg.
 DF6777;SPC MN C     -   358,277.218   768,726.893   MT  1.00007113   -0 17 57.2
 DF6777;SPC MN C     - 1,175,447.84  2,522,064.81   sFT  1.00007113   -0 17 57.2
 DF6777;UTM  15      - 5,242,386.064   374,284.911   MT  0.99979423   -1 13 23.7
 DF6777
 DF6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6777!SPC MN C     -   0.99993865  x   1.00007113  =   1.00000977
 DF6777!UTM  15      -   0.99993865  x   0.99979423  =   0.99973289
 DF6777
 DF6777                          SUPERSEDED SURVEY CONTROL
 DF6777
 DF6777  NAD 83(1996)-  47 19 22.31751(N)    094 39 49.16273(W) AD(       ) 1
 DF6777  ELLIP H (08/04/03)  391.475  (m)                       GP(       ) 3 2
 DF6777
 DF6777.Superseded values are not recommended for survey control.
 DF6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6777.See file dsdata.txt to determine how the superseded data were derived.
 DF6777
 DF6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN7428442386(NAD 83)
 DF6777
 DF6777_MARKER: DD = SURVEY DISK
 DF6777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6777_STAMPING: 432-1 2001
 DF6777_MARK LOGO: MN-057
 DF6777_PROJECTION: RECESSED 5 CENTIMETERS
 DF6777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6777+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6777_ROD/PIPE-DEPTH:  7.6 meters
 DF6777
 DF6777  HISTORY     - Date     Condition        Report By
 DF6777  HISTORY     - 2001     MONUMENTED       MN-057
 DF6777
 DF6777                          STATION DESCRIPTION
 DF6777
 DF6777'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6777'3 MILES (4.8 KM) SW OF CASS LAKE, 10 MI (16.1 KM) EAST ALONG CO RD 16
 DF6777'FROM THE JCT OF TH 71,
 DF6777'THEN 2 MI (3.2 KM) NORTH ON CO RD 5, 35 FT (10.7 M) WEST OF CASS LINE
 DF6777'RD, 20 FT (6.1 M) NNE OF
 DF6777'460TH ST, 3 FT (0.9 M) WNW OF WIT POST.
 DF6777'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6778 ***********************************************************************
 DF6778  DESIGNATION -  432 16
 DF6778  PID         -  DF6778
 DF6778  STATE/COUNTY-  MN/HUBBARD
 DF6778  COUNTRY     -  US
 DF6778  USGS QUAD   -  STEAMBOAT LAKE (1972)
 DF6778
 DF6778                         *CURRENT SURVEY CONTROL
 DF6778  ______________________________________________________________________
 DF6778* NAD 83(2007) POSITION- 47 17 02.78214(N) 094 43 40.25161(W)   ADJUSTED  
 DF6778* NAD 83(2007) ELLIP HT-   412.189 (meters)        (02/10/07)   ADJUSTED
 DF6778* NAD 83(2007) EPOCH   -  2002.00
 DF6778* NAVD 88 ORTHO HEIGHT -   440.1    (meters)    1444.    (feet) GPS OBS   
 DF6778  ______________________________________________________________________
 DF6778  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6778  GEOID HEIGHT    -        -27.89  (meters)                     GEOID99
 DF6778  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DF6778  NAD 83(2007) X  -   -357,287.943 (meters)                     COMP
 DF6778  NAD 83(2007) Y  - -4,320,064.680 (meters)                     COMP
 DF6778  NAD 83(2007) Z  -  4,663,551.266 (meters)                     COMP
 DF6778  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC09
 DF6778
 DF6778  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6778  Type                                         Horiz  Ellip  Dist(km)
 DF6778  -------------------------------------------------------------------
 DF6778  NETWORK                                       1.30   0.71
 DF6778  -------------------------------------------------------------------
 DF6778  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.35   0.67      6.49
 DF6778  -------------------------------------------------------------------
 DF6778  NOTE: Click here for information on individual local accuracy
 DF6778  values and other accuracy information.
 DF6778
 DF6778
 DF6778.The horizontal coordinates were established by GPS observations
 DF6778.and adjusted by the National Geodetic Survey in February 2007.
 DF6778
 DF6778.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6778.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6778
 DF6778.The horizontal coordinates are valid at the epoch date displayed above
 DF6778.which is a decimal equivalence of Year/Month/Day.
 DF6778
 DF6778.The orthometric height was determined by GPS observations and a
 DF6778.high-resolution geoid model.
 DF6778
 DF6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6778
 DF6778.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6778
 DF6778.The ellipsoidal height was determined by GPS observations
 DF6778.and is referenced to NAD 83.
 DF6778
 DF6778. The following values were computed from the NAD 83(2007) position.
 DF6778
 DF6778;                    North         East     Units Scale Factor Converg.
 DF6778;SPC MN C     -   353,995.126   763,847.980   MT  1.00005962   -0 20 44.4
 DF6778;SPC MN C     - 1,161,399.01  2,506,057.91   sFT  1.00005962   -0 20 44.4
 DF6778;UTM  15      - 5,238,184.316   369,338.881   MT  0.99980981   -1 16 10.8
 DF6778
 DF6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6778!SPC MN C     -   0.99993540  x   1.00005962  =   0.99999501
 DF6778!UTM  15      -   0.99993540  x   0.99980981  =   0.99974522
 DF6778
 DF6778                          SUPERSEDED SURVEY CONTROL
 DF6778
 DF6778  NAD 83(1996)-  47 17 02.78190(N)    094 43 40.25145(W) AD(       ) 1
 DF6778  ELLIP H (08/04/03)  412.206  (m)                       GP(       ) 3 2
 DF6778
 DF6778.Superseded values are not recommended for survey control.
 DF6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6778.See file dsdata.txt to determine how the superseded data were derived.
 DF6778
 DF6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6933838184(NAD 83)
 DF6778
 DF6778_MARKER: DD = SURVEY DISK
 DF6778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6778_STAMPING: 432-16 2001
 DF6778_MARK LOGO: MN-057
 DF6778_PROJECTION: RECESSED 8 CENTIMETERS
 DF6778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6778+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6778_ROD/PIPE-DEPTH:  7.9 meters
 DF6778
 DF6778  HISTORY     - Date     Condition        Report By
 DF6778  HISTORY     - 2001     MONUMENTED       MN-057
 DF6778
 DF6778                          STATION DESCRIPTION
 DF6778
 DF6778'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6778'3 MILES (4.8 KM) NNE OF LAPORTE, 7 MI (11.3 KM) EAST ALONG CO RD 16
 DF6778'FROM THE JCT OF OF TH 71
 DF6778'THEN 0.76 MI (1.22 KM) SOUTH ON CO RD 45, 61 FT (18.6 M) WEST OF CO RD
 DF6778'45, 178.43 FT (54.39 M) SSE
 DF6778'OF 10 INCH RED OAK, 155.15 FT (47.29 M) SW OF 10 INCH WHITE OAK, 3 FT
 DF6778'(0.9 M) EAST OF WIT POST.
 DF6778'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6779 ***********************************************************************
 DF6779  DESIGNATION -  433 24
 DF6779  PID         -  DF6779
 DF6779  STATE/COUNTY-  MN/HUBBARD
 DF6779  COUNTRY     -  US
 DF6779  USGS QUAD   -  GUTHRIE (1968)
 DF6779
 DF6779                         *CURRENT SURVEY CONTROL
 DF6779  ______________________________________________________________________
 DF6779* NAD 83(2007) POSITION- 47 16 00.63974(N) 094 48 01.09153(W)   ADJUSTED  
 DF6779* NAD 83(2007) ELLIP HT-   385.266 (meters)        (02/10/07)   ADJUSTED
 DF6779* NAD 83(2007) EPOCH   -  2002.00
 DF6779* NAVD 88 ORTHO HEIGHT -   413.1    (meters)    1355.    (feet) GPS OBS   
 DF6779  ______________________________________________________________________
 DF6779  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6779  GEOID HEIGHT    -        -27.80  (meters)                     GEOID99
 DF6779  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 DF6779  NAD 83(2007) X  -   -362,867.213 (meters)                     COMP
 DF6779  NAD 83(2007) Y  - -4,320,996.161 (meters)                     COMP
 DF6779  NAD 83(2007) Z  -  4,662,229.347 (meters)                     COMP
 DF6779  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC09
 DF6779
 DF6779  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6779  Type                                         Horiz  Ellip  Dist(km)
 DF6779  -------------------------------------------------------------------
 DF6779  NETWORK                                       1.03   0.67
 DF6779  -------------------------------------------------------------------
 DF6779  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.08   0.61      6.46
 DF6779  -------------------------------------------------------------------
 DF6779  NOTE: Click here for information on individual local accuracy
 DF6779  values and other accuracy information.
 DF6779
 DF6779
 DF6779.The horizontal coordinates were established by GPS observations
 DF6779.and adjusted by the National Geodetic Survey in February 2007.
 DF6779
 DF6779.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6779.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6779
 DF6779.The horizontal coordinates are valid at the epoch date displayed above
 DF6779.which is a decimal equivalence of Year/Month/Day.
 DF6779
 DF6779.The orthometric height was determined by GPS observations and a
 DF6779.high-resolution geoid model.
 DF6779
 DF6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6779
 DF6779.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6779
 DF6779.The ellipsoidal height was determined by GPS observations
 DF6779.and is referenced to NAD 83.
 DF6779
 DF6779. The following values were computed from the NAD 83(2007) position.
 DF6779
 DF6779;                    North         East     Units Scale Factor Converg.
 DF6779;SPC MN C     -   352,111.542   758,353.036   MT  1.00005465   -0 23 53.1
 DF6779;SPC MN C     - 1,155,219.28  2,488,029.92   sFT  1.00005465   -0 23 53.1
 DF6779;UTM  15      - 5,236,390.040   363,815.585   MT  0.99982793   -1 19 21.2
 DF6779
 DF6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6779!SPC MN C     -   0.99993962  x   1.00005465  =   0.99999426
 DF6779!UTM  15      -   0.99993962  x   0.99982793  =   0.99976756
 DF6779
 DF6779                          SUPERSEDED SURVEY CONTROL
 DF6779
 DF6779  NAD 83(1996)-  47 16 00.63952(N)    094 48 01.09139(W) AD(       ) 1
 DF6779  ELLIP H (08/04/03)  385.285  (m)                       GP(       ) 3 2
 DF6779
 DF6779.Superseded values are not recommended for survey control.
 DF6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6779.See file dsdata.txt to determine how the superseded data were derived.
 DF6779
 DF6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN6381536390(NAD 83)
 DF6779
 DF6779_MARKER: DD = SURVEY DISK
 DF6779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6779_STAMPING: 433-24 2001
 DF6779_MARK LOGO: MN-057
 DF6779_PROJECTION: RECESSED 5 CENTIMETERS
 DF6779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6779+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6779_ROD/PIPE-DEPTH: 10.7 meters
 DF6779
 DF6779  HISTORY     - Date     Condition        Report By
 DF6779  HISTORY     - 2001     MONUMENTED       MN-057
 DF6779
 DF6779                          STATION DESCRIPTION
 DF6779
 DF6779'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6779'2.5 MILES (4.0 KM) NNW OF LAPORTE, 3.58 MI (5.76 KM) EAST ALONG 420TH
 DF6779'ST FROM THE JCT OF TH 71,
 DF6779'0.55 MI (0.89 KM) EAST OF CO RD 36, 32 FT (9.8 M) NORTH OF 420TH ST, 3
 DF6779'FT (0.9 M) SOUTH OF WIT POST.
 DF6779'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6780 ***********************************************************************
 DF6780  DESIGNATION -  433 6
 DF6780  PID         -  DF6780
 DF6780  STATE/COUNTY-  MN/HUBBARD
 DF6780  COUNTRY     -  US
 DF6780  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6780
 DF6780                         *CURRENT SURVEY CONTROL
 DF6780  ______________________________________________________________________
 DF6780* NAD 83(2007) POSITION- 47 19 05.79431(N) 094 55 07.16197(W)   ADJUSTED  
 DF6780* NAD 83(2007) ELLIP HT-   412.190 (meters)        (02/10/07)   ADJUSTED
 DF6780* NAD 83(2007) EPOCH   -  2002.00
 DF6780* NAVD 88 ORTHO HEIGHT -   440.0    (meters)    1444.    (feet) GPS OBS   
 DF6780  ______________________________________________________________________
 DF6780  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6780  GEOID HEIGHT    -        -27.83  (meters)                     GEOID99
 DF6780  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 DF6780  NAD 83(2007) X  -   -371,433.368 (meters)                     COMP
 DF6780  NAD 83(2007) Y  - -4,316,069.045 (meters)                     COMP
 DF6780  NAD 83(2007) Z  -  4,666,127.645 (meters)                     COMP
 DF6780  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC09
 DF6780
 DF6780  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6780  Type                                         Horiz  Ellip  Dist(km)
 DF6780  -------------------------------------------------------------------
 DF6780  NETWORK                                       1.28   0.71
 DF6780  -------------------------------------------------------------------
 DF6780  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.35   0.69      7.53
 DF6780  -------------------------------------------------------------------
 DF6780  NOTE: Click here for information on individual local accuracy
 DF6780  values and other accuracy information.
 DF6780
 DF6780
 DF6780.The horizontal coordinates were established by GPS observations
 DF6780.and adjusted by the National Geodetic Survey in February 2007.
 DF6780
 DF6780.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6780.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6780
 DF6780.The horizontal coordinates are valid at the epoch date displayed above
 DF6780.which is a decimal equivalence of Year/Month/Day.
 DF6780
 DF6780.The orthometric height was determined by GPS observations and a
 DF6780.high-resolution geoid model.
 DF6780
 DF6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6780
 DF6780.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6780
 DF6780.The ellipsoidal height was determined by GPS observations
 DF6780.and is referenced to NAD 83.
 DF6780
 DF6780. The following values were computed from the NAD 83(2007) position.
 DF6780
 DF6780;                    North         East     Units Scale Factor Converg.
 DF6780;SPC MN C     -   357,898.630   749,444.554   MT  1.00006974   -0 29 01.3
 DF6780;SPC MN C     - 1,174,205.76  2,458,802.67   sFT  1.00006974   -0 29 01.3
 DF6780;UTM  15      - 5,242,319.002   355,003.695   MT  0.99985838   -1 24 38.5
 DF6780
 DF6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6780!SPC MN C     -   0.99993540  x   1.00006974  =   1.00000513
 DF6780!UTM  15      -   0.99993540  x   0.99985838  =   0.99979378
 DF6780
 DF6780                          SUPERSEDED SURVEY CONTROL
 DF6780
 DF6780  NAD 83(1996)-  47 19 05.79410(N)    094 55 07.16190(W) AD(       ) 1
 DF6780  ELLIP H (08/04/03)  412.211  (m)                       GP(       ) 3 2
 DF6780
 DF6780.Superseded values are not recommended for survey control.
 DF6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6780.See file dsdata.txt to determine how the superseded data were derived.
 DF6780
 DF6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5500342319(NAD 83)
 DF6780
 DF6780_MARKER: DD = SURVEY DISK
 DF6780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6780_STAMPING: 433-6 2001
 DF6780_MARK LOGO: MN-057
 DF6780_PROJECTION: RECESSED 5 CENTIMETERS
 DF6780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6780+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6780_ROD/PIPE-DEPTH:  7.6 meters
 DF6780
 DF6780  HISTORY     - Date     Condition        Report By
 DF6780  HISTORY     - 2001     MONUMENTED       MN-057
 DF6780
 DF6780                          STATION DESCRIPTION
 DF6780
 DF6780'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6780'5.5 MILES (8.9 KM) NNE OF LAKE GEORGE, 2.45 MI (3.94 KM) WEST OF TH 71
 DF6780'MP 299.85, 33 FT (10.1 M)
 DF6780'EAST OF CO RD 118, 150.24 FT (45.79 M) NE OF P-POLE, 136.82 FT (41.70
 DF6780'M) SE OF P-POLE, 15 FT (4.6 M)
 DF6780'NORTH OF ENTRANCE, 3 FT (0.9 M) WEST OF WIT POST.
 DF6780'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6781 ***********************************************************************
 DF6781  DESIGNATION -  434 26
 DF6781  PID         -  DF6781
 DF6781  STATE/COUNTY-  MN/HUBBARD
 DF6781  COUNTRY     -  US
 DF6781  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6781
 DF6781                         *CURRENT SURVEY CONTROL
 DF6781  ______________________________________________________________________
 DF6781* NAD 83(2007) POSITION- 47 16 08.19403(N) 094 57 23.65274(W)   ADJUSTED  
 DF6781* NAD 83(2007) ELLIP HT-   407.444 (meters)        (02/10/07)   ADJUSTED
 DF6781* NAD 83(2007) EPOCH   -  2002.00
 DF6781* NAVD 88 ORTHO HEIGHT -   435.1    (meters)    1427.    (feet) GPS OBS   
 DF6781  ______________________________________________________________________
 DF6781  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6781  GEOID HEIGHT    -        -27.69  (meters)                     GEOID99
 DF6781  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 DF6781  NAD 83(2007) X  -   -374,637.314 (meters)                     COMP
 DF6781  NAD 83(2007) Y  - -4,319,834.678 (meters)                     COMP
 DF6781  NAD 83(2007) Z  -  4,662,403.954 (meters)                     COMP
 DF6781  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC09
 DF6781
 DF6781  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6781  Type                                         Horiz  Ellip  Dist(km)
 DF6781  -------------------------------------------------------------------
 DF6781  NETWORK                                       0.98   0.65
 DF6781  -------------------------------------------------------------------
 DF6781  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.98   0.62      6.86
 DF6781  -------------------------------------------------------------------
 DF6781  NOTE: Click here for information on individual local accuracy
 DF6781  values and other accuracy information.
 DF6781
 DF6781
 DF6781.The horizontal coordinates were established by GPS observations
 DF6781.and adjusted by the National Geodetic Survey in February 2007.
 DF6781
 DF6781.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6781.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6781
 DF6781.The horizontal coordinates are valid at the epoch date displayed above
 DF6781.which is a decimal equivalence of Year/Month/Day.
 DF6781
 DF6781.The orthometric height was determined by GPS observations and a
 DF6781.high-resolution geoid model.
 DF6781
 DF6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6781
 DF6781.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6781
 DF6781.The ellipsoidal height was determined by GPS observations
 DF6781.and is referenced to NAD 83.
 DF6781
 DF6781. The following values were computed from the NAD 83(2007) position.
 DF6781
 DF6781;                    North         East     Units Scale Factor Converg.
 DF6781;SPC MN C     -   352,438.672   746,529.105   MT  1.00005525   -0 30 40.0
 DF6781;SPC MN C     - 1,156,292.54  2,449,237.57   sFT  1.00005525   -0 30 40.0
 DF6781;UTM  15      - 5,236,907.985   352,000.922   MT  0.99986919   -1 26 14.8
 DF6781
 DF6781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6781!SPC MN C     -   0.99993614  x   1.00005525  =   0.99999139
 DF6781!UTM  15      -   0.99993614  x   0.99986919  =   0.99980534
 DF6781
 DF6781                          SUPERSEDED SURVEY CONTROL
 DF6781
 DF6781  NAD 83(1996)-  47 16 08.19380(N)    094 57 23.65261(W) AD(       ) 1
 DF6781  ELLIP H (08/04/03)  407.460  (m)                       GP(       ) 3 2
 DF6781
 DF6781.Superseded values are not recommended for survey control.
 DF6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6781.See file dsdata.txt to determine how the superseded data were derived.
 DF6781
 DF6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN5200036907(NAD 83)
 DF6781
 DF6781_MARKER: DD = SURVEY DISK
 DF6781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6781_STAMPING: 434-26 2001
 DF6781_MARK LOGO: MN-057
 DF6781_PROJECTION: RECESSED 5 CENTIMETERS
 DF6781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6781+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6781_ROD/PIPE-DEPTH: 12.2 meters
 DF6781
 DF6781  HISTORY     - Date     Condition        Report By
 DF6781  HISTORY     - 2001     MONUMENTED       MN-057
 DF6781
 DF6781                          STATION DESCRIPTION
 DF6781
 DF6781'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6781'3.2 MILES (5.1 KM) NNE OF LAKE GEORGE, 3.75 MI (6.03 KM) WEST ALONG CO
 DF6781'RD 44 FROM TH 71 MP
 DF6781'296.8, 27 FT (8.2 M) SOUTH OF CO RD 44, 124.93 FT (38.08 M) SE OF
 DF6781'P-POLE, 141.22 FT (43.04 M) SW OF
 DF6781'P-POLE, 3 FT (0.9 M) NORTH OF WIT POST.
 DF6781'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6782 ***********************************************************************
 DF6782  DESIGNATION -  434 9
 DF6782  PID         -  DF6782
 DF6782  STATE/COUNTY-  MN/HUBBARD
 DF6782  COUNTRY     -  US
 DF6782  USGS QUAD   -  FRONTENAC LAKE (1968)
 DF6782
 DF6782                         *CURRENT SURVEY CONTROL
 DF6782  ______________________________________________________________________
 DF6782* NAD 83(2007) POSITION- 47 18 32.88531(N) 094 59 57.78478(W)   ADJUSTED  
 DF6782* NAD 83(2007) ELLIP HT-   396.721 (meters)        (02/10/07)   ADJUSTED
 DF6782* NAD 83(2007) EPOCH   -  2002.00
 DF6782* NAVD 88 ORTHO HEIGHT -   424.5    (meters)    1393.    (feet) GPS OBS   
 DF6782  ______________________________________________________________________
 DF6782  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6782  GEOID HEIGHT    -        -27.74  (meters)                     GEOID99
 DF6782  GEOID HEIGHT    -        -27.75  (meters)                     GEOID09
 DF6782  NAD 83(2007) X  -   -377,578.442 (meters)                     COMP
 DF6782  NAD 83(2007) Y  - -4,316,275.243 (meters)                     COMP
 DF6782  NAD 83(2007) Z  -  4,665,427.188 (meters)                     COMP
 DF6782  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC09
 DF6782
 DF6782  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6782  Type                                         Horiz  Ellip  Dist(km)
 DF6782  -------------------------------------------------------------------
 DF6782  NETWORK                                       0.77   0.47
 DF6782  -------------------------------------------------------------------
 DF6782  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.95   0.48      9.40
 DF6782  -------------------------------------------------------------------
 DF6782  NOTE: Click here for information on individual local accuracy
 DF6782  values and other accuracy information.
 DF6782
 DF6782
 DF6782.The horizontal coordinates were established by GPS observations
 DF6782.and adjusted by the National Geodetic Survey in February 2007.
 DF6782
 DF6782.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6782.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6782
 DF6782.The horizontal coordinates are valid at the epoch date displayed above
 DF6782.which is a decimal equivalence of Year/Month/Day.
 DF6782
 DF6782.The orthometric height was determined by GPS observations and a
 DF6782.high-resolution geoid model.
 DF6782
 DF6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6782
 DF6782.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6782
 DF6782.The ellipsoidal height was determined by GPS observations
 DF6782.and is referenced to NAD 83.
 DF6782
 DF6782. The following values were computed from the NAD 83(2007) position.
 DF6782
 DF6782;                    North         East     Units Scale Factor Converg.
 DF6782;SPC MN C     -   356,936.932   743,331.422   MT  1.00006700   -0 32 31.5
 DF6782;SPC MN C     - 1,171,050.58  2,438,746.51   sFT  1.00006700   -0 32 31.5
 DF6782;UTM  15      - 5,241,456.546   348,877.017   MT  0.99988068   -1 28 11.5
 DF6782
 DF6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6782!SPC MN C     -   0.99993782  x   1.00006700  =   1.00000482
 DF6782!UTM  15      -   0.99993782  x   0.99988068  =   0.99981851
 DF6782
 DF6782                          SUPERSEDED SURVEY CONTROL
 DF6782
 DF6782  NAD 83(1996)-  47 18 32.88511(N)    094 59 57.78469(W) AD(       ) 1
 DF6782  ELLIP H (08/04/03)  396.742  (m)                       GP(       ) 3 2
 DF6782
 DF6782.Superseded values are not recommended for survey control.
 DF6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6782.See file dsdata.txt to determine how the superseded data were derived.
 DF6782
 DF6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4887741456(NAD 83)
 DF6782
 DF6782_MARKER: DD = SURVEY DISK
 DF6782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6782_STAMPING: 434-9 2001
 DF6782_MARK LOGO: MN-057
 DF6782_PROJECTION: RECESSED 3 CENTIMETERS
 DF6782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6782+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6782_ROD/PIPE-DEPTH:  8.5 meters
 DF6782
 DF6782  HISTORY     - Date     Condition        Report By
 DF6782  HISTORY     - 2001     MONUMENTED       MN-057
 DF6782
 DF6782                          STATION DESCRIPTION
 DF6782
 DF6782'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6782'7.5 MILES (12.1 KM) NORTH OF LAKE GEORGE, 5.31 MI (8.55 KM) WEST OF TH
 DF6782'71 ALONG CO RD 9, THEN
 DF6782'1.77 MI (2.85 KM) SOUTH ON CO RD 118, THEN 2.5 MI (4.0 KM) WEST AND
 DF6782'SOUTH ON SCHOOLCRAFT DR,
 DF6782'36 FT (11.0 M) SOUTH OF SCHOOLCRAFT DR, 156.24 FT (47.62 M) ENE OF
 DF6782'P-POLE, 125.47 WEST OF
 DF6782'P-POLE, 3 FT (0.9 M) NORTH OF WIT POST.
 DF6782'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6783 ***********************************************************************
 DF6783  DESIGNATION -  435 2
 DF6783  PID         -  DF6783
 DF6783  STATE/COUNTY-  MN/HUBBARD
 DF6783  COUNTRY     -  US
 DF6783  USGS QUAD   -  LAKE HATTIE (1972)
 DF6783
 DF6783                         *CURRENT SURVEY CONTROL
 DF6783  ______________________________________________________________________
 DF6783* NAD 83(2007) POSITION- 47 19 19.44394(N) 095 04 19.51484(W)   ADJUSTED  
 DF6783* NAD 83(2007) ELLIP HT-   422.366 (meters)        (02/10/07)   ADJUSTED
 DF6783* NAD 83(2007) EPOCH   -  2002.00
 DF6783* NAVD 88 ORTHO HEIGHT -   450.1    (meters)    1477.    (feet) GPS OBS   
 DF6783  ______________________________________________________________________
 DF6783  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6783  GEOID HEIGHT    -        -27.70  (meters)                     GEOID99
 DF6783  GEOID HEIGHT    -        -27.70  (meters)                     GEOID09
 DF6783  NAD 83(2007) X  -   -382,963.158 (meters)                     COMP
 DF6783  NAD 83(2007) Y  - -4,314,757.087 (meters)                     COMP
 DF6783  NAD 83(2007) Z  -  4,666,420.904 (meters)                     COMP
 DF6783  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 DF6783
 DF6783  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6783  Type                                         Horiz  Ellip  Dist(km)
 DF6783  -------------------------------------------------------------------
 DF6783  NETWORK                                       0.82   0.47
 DF6783  -------------------------------------------------------------------
 DF6783  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.92   0.45     10.07
 DF6783  -------------------------------------------------------------------
 DF6783  NOTE: Click here for information on individual local accuracy
 DF6783  values and other accuracy information.
 DF6783
 DF6783
 DF6783.The horizontal coordinates were established by GPS observations
 DF6783.and adjusted by the National Geodetic Survey in February 2007.
 DF6783
 DF6783.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6783.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6783
 DF6783.The horizontal coordinates are valid at the epoch date displayed above
 DF6783.which is a decimal equivalence of Year/Month/Day.
 DF6783
 DF6783.The orthometric height was determined by GPS observations and a
 DF6783.high-resolution geoid model.
 DF6783
 DF6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6783
 DF6783.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6783
 DF6783.The ellipsoidal height was determined by GPS observations
 DF6783.and is referenced to NAD 83.
 DF6783
 DF6783. The following values were computed from the NAD 83(2007) position.
 DF6783
 DF6783;                    North         East     Units Scale Factor Converg.
 DF6783;SPC MN C     -   358,429.341   737,848.739   MT  1.00007089   -0 35 40.9
 DF6783;SPC MN C     - 1,175,946.93  2,420,758.74   sFT  1.00007089   -0 35 40.9
 DF6783;UTM  15      - 5,243,037.309   343,420.206   MT  0.99990131   -1 31 25.2
 DF6783
 DF6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6783!SPC MN C     -   0.99993380  x   1.00007089  =   1.00000469
 DF6783!UTM  15      -   0.99993380  x   0.99990131  =   0.99983512
 DF6783
 DF6783                          SUPERSEDED SURVEY CONTROL
 DF6783
 DF6783  NAD 83(1996)-  47 19 19.44371(N)    095 04 19.51475(W) AD(       ) 1
 DF6783  ELLIP H (08/04/03)  422.383  (m)                       GP(       ) 3 2
 DF6783
 DF6783.Superseded values are not recommended for survey control.
 DF6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6783.See file dsdata.txt to determine how the superseded data were derived.
 DF6783
 DF6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4342043037(NAD 83)
 DF6783
 DF6783_MARKER: DD = SURVEY DISK
 DF6783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6783_STAMPING: 435-2 2001
 DF6783_MARK LOGO: MN-057
 DF6783_PROJECTION: RECESSED 3 CENTIMETERS
 DF6783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6783+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6783_ROD/PIPE-DEPTH:  7.6 meters
 DF6783
 DF6783  HISTORY     - Date     Condition        Report By
 DF6783  HISTORY     - 2001     MONUMENTED       MN-057
 DF6783
 DF6783                          STATION DESCRIPTION
 DF6783
 DF6783'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6783'8.5 MILES (13.7 KM) NW OF LAKE GEORGE, 11.22 MI (18.06 KM) NORTH ALONG
 DF6783'CO RD 3 FROM THE JCT OF
 DF6783'TH 71 AT THE LAKE ALICE STORE, 35 FT (10.7 M) EAST OF CO RD 3, 140.45
 DF6783'FT (42.81 M) SSW OF 5 INCH
 DF6783'ELM, 83.03 FT (25.31 M) SOUTH OF 7 INCH TWIN SPRUCE, 2.35 MILES (3.78
 DF6783'KM) SOUTH OF CO RD 9, 3 FT
 DF6783'(0.9 M) WEST OF WIT POST.
 DF6783'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6784 ***********************************************************************
 DF6784  DESIGNATION -  435 22
 DF6784  PID         -  DF6784
 DF6784  STATE/COUNTY-  MN/HUBBARD
 DF6784  COUNTRY     -  US
 DF6784  USGS QUAD   -  LAKE HATTIE (1972)
 DF6784
 DF6784                         *CURRENT SURVEY CONTROL
 DF6784  ______________________________________________________________________
 DF6784* NAD 83(2007) POSITION- 47 16 58.21327(N) 095 06 01.89803(W)   ADJUSTED  
 DF6784* NAD 83(2007) ELLIP HT-   426.481 (meters)        (02/10/07)   ADJUSTED
 DF6784* NAD 83(2007) EPOCH   -  2002.00
 DF6784* NAVD 88 ORTHO HEIGHT -   454.1    (meters)    1490.    (feet) GPS OBS   
 DF6784  ______________________________________________________________________
 DF6784  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6784  GEOID HEIGHT    -        -27.58  (meters)                     GEOID99
 DF6784  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 DF6784  NAD 83(2007) X  -   -385,390.063 (meters)                     COMP
 DF6784  NAD 83(2007) Y  - -4,317,762.255 (meters)                     COMP
 DF6784  NAD 83(2007) Z  -  4,663,466.044 (meters)                     COMP
 DF6784  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 DF6784
 DF6784  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6784  Type                                         Horiz  Ellip  Dist(km)
 DF6784  -------------------------------------------------------------------
 DF6784  NETWORK                                       0.89   0.53
 DF6784  -------------------------------------------------------------------
 DF6784  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.91   0.48      8.51
 DF6784  -------------------------------------------------------------------
 DF6784  NOTE: Click here for information on individual local accuracy
 DF6784  values and other accuracy information.
 DF6784
 DF6784
 DF6784.The horizontal coordinates were established by GPS observations
 DF6784.and adjusted by the National Geodetic Survey in February 2007.
 DF6784
 DF6784.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6784.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6784
 DF6784.The horizontal coordinates are valid at the epoch date displayed above
 DF6784.which is a decimal equivalence of Year/Month/Day.
 DF6784
 DF6784.The orthometric height was determined by GPS observations and a
 DF6784.high-resolution geoid model.
 DF6784
 DF6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6784
 DF6784.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6784
 DF6784.The ellipsoidal height was determined by GPS observations
 DF6784.and is referenced to NAD 83.
 DF6784
 DF6784. The following values were computed from the NAD 83(2007) position.
 DF6784
 DF6784;                    North         East     Units Scale Factor Converg.
 DF6784;SPC MN C     -   354,090.465   735,651.885   MT  1.00005925   -0 36 54.9
 DF6784;SPC MN C     - 1,161,711.80  2,413,551.23   sFT  1.00005925   -0 36 54.9
 DF6784;UTM  15      - 5,238,735.294   341,153.680   MT  0.99991010   -1 32 37.0
 DF6784
 DF6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6784!SPC MN C     -   0.99993316  x   1.00005925  =   0.99999240
 DF6784!UTM  15      -   0.99993316  x   0.99991010  =   0.99984326
 DF6784
 DF6784                          SUPERSEDED SURVEY CONTROL
 DF6784
 DF6784  NAD 83(1996)-  47 16 58.21307(N)    095 06 01.89791(W) AD(       ) 1
 DF6784  ELLIP H (08/04/03)  426.491  (m)                       GP(       ) 3 2
 DF6784
 DF6784.Superseded values are not recommended for survey control.
 DF6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6784.See file dsdata.txt to determine how the superseded data were derived.
 DF6784
 DF6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN4115338735(NAD 83)
 DF6784
 DF6784_MARKER: DD = SURVEY DISK
 DF6784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6784_STAMPING: 435-22 2001
 DF6784_MARK LOGO: MN-057
 DF6784_PROJECTION: RECESSED 3 CENTIMETERS
 DF6784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6784+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF6784_ROD/PIPE-DEPTH:  6.1 meters
 DF6784
 DF6784  HISTORY     - Date     Condition        Report By
 DF6784  HISTORY     - 2001     MONUMENTED       MN-057
 DF6784
 DF6784                          STATION DESCRIPTION
 DF6784
 DF6784'DESCRIBED BY HUBBARD COUNTY MINNESOTA 2001 (DKH)
 DF6784'4.7 MILES (7.6 KM) NW OF LAKE GEORGE, 7 MILES (11.3 KM) NORTH ALONG CO
 DF6784'RD 3 FROM THE LAKE
 DF6784'ALICE STORE (AT TH 71 MP 282.35) , 38 FT (11.6 M) WEST OF CO RD 97, 47
 DF6784'FT (14.3 M) SOUTH OF CO RD 3,
 DF6784'147.65 FT (45.00 M) WSW OF SW CORNER OF POWER JCT BOX, 138.13 FT
 DF6784'(42.10 M) SSE OF 6 INCH
 DF6784'NORWAY PINE, 3 FT (0.9 M) NORTH OF WIT POST.
 DF6784'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5934 ***********************************************************************
 DF5934  DESIGNATION -  44
 DF5934  PID         -  DF5934
 DF5934  STATE/COUNTY-  MN/PINE
 DF5934  COUNTRY     -  US
 DF5934  USGS QUAD   -  ASKOV LOOKOUT TOWER (1981)
 DF5934
 DF5934                         *CURRENT SURVEY CONTROL
 DF5934  ______________________________________________________________________
 DF5934* NAD 83(2007) POSITION- 46 07 42.82266(N) 092 44 21.93416(W)   ADJUSTED  
 DF5934* NAD 83(2007) ELLIP HT-   305.722 (meters)        (02/10/07)   ADJUSTED
 DF5934* NAD 83(2007) EPOCH   -  2002.00
 DF5934* NAVD 88 ORTHO HEIGHT -   332.8    (meters)    1092.    (feet) GPS OBS   
 DF5934  ______________________________________________________________________
 DF5934  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5934  GEOID HEIGHT    -        -27.09  (meters)                     GEOID03
 DF5934  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DF5934  NAD 83(2007) X  -   -211,642.453 (meters)                     COMP
 DF5934  NAD 83(2007) Y  - -4,423,181.015 (meters)                     COMP
 DF5934  NAD 83(2007) Z  -  4,575,383.048 (meters)                     COMP
 DF5934  LAPLACE CORR    -          7.37  (seconds)                    DEFLEC09
 DF5934
 DF5934  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5934  Type                                         Horiz  Ellip  Dist(km)
 DF5934  -------------------------------------------------------------------
 DF5934  NETWORK                                       0.93   0.67
 DF5934  -------------------------------------------------------------------
 DF5934  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.99   0.63     10.09
 DF5934  -------------------------------------------------------------------
 DF5934  NOTE: Click here for information on individual local accuracy
 DF5934  values and other accuracy information.
 DF5934
 DF5934
 DF5934.The horizontal coordinates were established by GPS observations
 DF5934.and adjusted by the National Geodetic Survey in February 2007.
 DF5934
 DF5934.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5934.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5934
 DF5934.The horizontal coordinates are valid at the epoch date displayed above
 DF5934.which is a decimal equivalence of Year/Month/Day.
 DF5934
 DF5934.The orthometric height was determined by GPS observations and a
 DF5934.high-resolution geoid model.
 DF5934
 DF5934.Photographs are available for this station.
 DF5934
 DF5934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5934
 DF5934.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5934
 DF5934.The ellipsoidal height was determined by GPS observations
 DF5934.and is referenced to NAD 83.
 DF5934
 DF5934. The following values were computed from the NAD 83(2007) position.
 DF5934
 DF5934;                    North         East     Units Scale Factor Converg.
 DF5934;SPC MN C     -   226,548.129   916,727.304   MT  0.99992848   +1 05 33.8
 DF5934;SPC MN C     -   743,266.65  3,007,629.50   sFT  0.99992848   +1 05 33.8
 DF5934;UTM  15      - 5,108,364.755   520,130.052   MT  0.99960498   +0 11 16.3
 DF5934
 DF5934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5934!SPC MN C     -   0.99995208  x   0.99992848  =   0.99988056
 DF5934!UTM  15      -   0.99995208  x   0.99960498  =   0.99955707
 DF5934
 DF5934                          SUPERSEDED SURVEY CONTROL
 DF5934
 DF5934  NAD 83(1996)-  46 07 42.82255(N)    092 44 21.93392(W) AD(       ) 1
 DF5934  ELLIP H (05/27/03)  305.765  (m)                       GP(       ) 3 1
 DF5934  NAVD 88 (05/27/03)  332.8    (m)  GEOID99 model used   GPS OBS        
 DF5934
 DF5934.Superseded values are not recommended for survey control.
 DF5934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5934.See file dsdata.txt to determine how the superseded data were derived.
 DF5934
 DF5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2013008364(NAD 83)
 DF5934
 DF5934_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5934_STAMPING: NO 44
 DF5934_MARK LOGO: MN-115
 DF5934_PROJECTION: FLUSH
 DF5934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5934+STABILITY: SURFACE MOTION
 DF5934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5934+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DF5934
 DF5934  HISTORY     - Date     Condition        Report By
 DF5934  HISTORY     - 1999     MONUMENTED       MN-115
 DF5934  HISTORY     - 20081009 GOOD             MNDT
 DF5934
 DF5934                          STATION DESCRIPTION
 DF5934
 DF5934'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5934'3.25 MI (5.23 KM) EAST OF SANDSTONE ON TH 123 THEN 3.1 MI (5.0 KM)
 DF5934'EAST ON CO RD 30, 0.1 MI (0.2 KM) EAST OF CO RD 21, 32 FT (9.8 M)
 DF5934'SOUTH OF CO RD 30, 157 FT (47.9 M) WEST OF A P-POLE, 2 FT (0.6 M)
 DF5934'NORTH OF WIT POST.
 DF5934
 DF5934                          STATION RECOVERY (2008)
 DF5934
 DF5934'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DF5934'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5934'THE MARK IS 7.0 MILES EAST OF SANDSTONE, 3.25 MILES EAST ALONG TRUNK
 DF5934'HIGHWAY 123 FROM THE JUNCTION OF TRUNK HIGHWAY 123 AND TRUNK HIGHWAY
 DF5934'23 AT SANDSTONE, THEN 3.0 MILES EAST ON COUNTY ROAD 30, THEN 0.1 MILE
 DF5934'EAST ALONG COUNTY ROAD 30 FROM JUNCTION OF COUNTY ROAD 30 AND COUNTY
 DF5934'ROAD 21, 32.O FEET SOUTH OF COUNTY ROAD 30, 157.0 FEET WEST OF POWER
 DF5934'POLE, 2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN1701 ***********************************************************************
 DN1701  HT_MOD      -  This is a Height Modernization Survey Station.
 DN1701  DESIGNATION -  44
 DN1701  PID         -  DN1701
 DN1701  STATE/COUNTY-  MN/ANOKA
 DN1701  COUNTRY     -  US
 DN1701  USGS QUAD   -  CIRCLE PINES (1993)
 DN1701
 DN1701                         *CURRENT SURVEY CONTROL
 DN1701  ______________________________________________________________________
 DN1701* NAD 83(2007) POSITION- 45 08 41.48139(N) 093 09 18.73281(W)   ADJUSTED  
 DN1701* NAD 83(2007) ELLIP HT-   249.024 (meters)        (07/18/11)   ADJUSTED
 DN1701* NAD 83(2007) EPOCH   -  2002.00
 DN1701* NAVD 88 ORTHO HEIGHT -   276.40   (meters)     906.8   (feet) GPS OBS   
 DN1701  ______________________________________________________________________
 DN1701  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DN1701  NAD 83(2007) X  -   -248,034.429 (meters)                     COMP
 DN1701  NAD 83(2007) Y  - -4,499,537.731 (meters)                     COMP
 DN1701  NAD 83(2007) Z  -  4,498,893.758 (meters)                     COMP
 DN1701  LAPLACE CORR    -          0.16  (seconds)                    DEFLEC09
 DN1701  HORZ ORDER      -  FIRST
 DN1701  ELLP ORDER      -  SECOND    CLASS I
 DN1701
 DN1701.The horizontal coordinates were established by GPS observations
 DN1701.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DN1701
 DN1701.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN1701.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN1701
 DN1701.The horizontal coordinates are valid at the epoch date displayed above
 DN1701.which is a decimal equivalence of Year/Month/Day.
 DN1701
 DN1701.The orthometric height was determined by GPS observations and a
 DN1701.high-resolution geoid model using precise GPS observation and
 DN1701.processing techniques.
 DN1701
 DN1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN1701
 DN1701.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN1701
 DN1701.The ellipsoidal height was determined by GPS observations
 DN1701.and is referenced to NAD 83.
 DN1701
 DN1701. The following values were computed from the NAD 83(2007) position.
 DN1701
 DN1701;                    North         East     Units Scale Factor Converg.
 DN1701;SPC MN S     -   338,667.949   866,439.302   MT  0.99998510   +0 35 31.7
 DN1701;SPC MN S     - 1,111,113.10  2,842,642.94   sFT  0.99998510   +0 35 31.7
 DN1701;UTM  15      - 4,999,053.979   487,798.447   MT  0.99960183   -0 06 36.1
 DN1701
 DN1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN1701!SPC MN S     -   0.99996096  x   0.99998510  =   0.99994606
 DN1701!UTM  15      -   0.99996096  x   0.99960183  =   0.99956280
 DN1701
 DN1701                          SUPERSEDED SURVEY CONTROL
 DN1701
 DN1701.No superseded survey control is available for this station.
 DN1701
 DN1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8779899053(NAD 83)
 DN1701
 DN1701_MARKER: I = METAL ROD
 DN1701_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 DN1701_MARK LOGO: MN-003
 DN1701_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DN1701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN1701+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2011
 DN1701
 DN1701  HISTORY     - Date     Condition        Report By
 DN1701  HISTORY     - 19940628 MONUMENTED       MN-003
 DN1701  HISTORY     - 20110524 GOOD             MNDT
 DN1701
 DN1701                          STATION DESCRIPTION
 DN1701
 DN1701'DESCRIBED BY MN DEPT OF TRANSP 2011 (MAS)
 DN1701'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DN1701'THE MARK IS IN CIRCLE PINES, 2.1 MILES NORTHEAST ALONG COUNTY ROAD 23
 DN1701'(LAKE DRIVE) FROM JUNCTION OF COUNTY ROAD 23 AND INTERSTATE HIGHWAY 35
 DN1701'WEST IN LEXINGTON TO CIVIC HEIGHTS CIRCLE, 0.5 MILE NORTHEAST OF
 DN1701'LEXINGTON AVENUE (COUNTY ROAD 17), IN SOUTHEAST QUADRANT AT JUNCTION
 DN1701'OF COUNTY ROAD 23 AND CIVIC HEIGHTS CIRCLE, SOUTHEAST OF COUNTY ROAD
 DN1701'23, 94.0 FEET SOUTHEAST OF CONCRETE MEDIAN OF COUNTY ROAD 23, 51.0
 DN1701'FEET SOUTHEAST OF LIGHT SIGNAL POLE, 49.0 FEET NORTHEAST OF CIVIC
 DN1701'HEIGHTS CIRCLE, 25.3 FEET NORTHEAST OF SOUTHEAST CORNER OF BRICK CITY
 DN1701'OFFICE SIGN, 1.3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4769 ***********************************************************************
 DF4769  DESIGNATION -  44 GJS
 DF4769  PID         -  DF4769
 DF4769  STATE/COUNTY-  MN/DODGE
 DF4769  COUNTRY     -  US
 DF4769  USGS QUAD   -  MOLAND (1962)
 DF4769
 DF4769                         *CURRENT SURVEY CONTROL
 DF4769  ______________________________________________________________________
 DF4769* NAD 83(2007) POSITION- 44 09 13.33127(N) 093 00 21.69671(W)   ADJUSTED  
 DF4769* NAD 83(2007) ELLIP HT-   348.229 (meters)        (02/10/07)   ADJUSTED
 DF4769* NAD 83(2007) EPOCH   -  2002.00
 DF4769* NAVD 88 ORTHO HEIGHT -   377.0    (meters)    1237.    (feet) GPS OBS   
 DF4769  ______________________________________________________________________
 DF4769  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF4769  GEOID HEIGHT    -        -28.74  (meters)                     GEOID03
 DF4769  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DF4769  NAD 83(2007) X  -   -240,381.470 (meters)                     COMP
 DF4769  NAD 83(2007) Y  - -4,577,538.731 (meters)                     COMP
 DF4769  NAD 83(2007) Z  -  4,420,603.522 (meters)                     COMP
 DF4769  LAPLACE CORR    -         -9.00  (seconds)                    DEFLEC09
 DF4769
 DF4769  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4769  Type                                         Horiz  Ellip  Dist(km)
 DF4769  -------------------------------------------------------------------
 DF4769  NETWORK                                       0.94   0.82
 DF4769  -------------------------------------------------------------------
 DF4769  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.99   0.86      8.44
 DF4769  -------------------------------------------------------------------
 DF4769  NOTE: Click here for information on individual local accuracy
 DF4769  values and other accuracy information.
 DF4769
 DF4769
 DF4769.The horizontal coordinates were established by GPS observations
 DF4769.and adjusted by the National Geodetic Survey in February 2007.
 DF4769
 DF4769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4769.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4769
 DF4769.The horizontal coordinates are valid at the epoch date displayed above
 DF4769.which is a decimal equivalence of Year/Month/Day.
 DF4769
 DF4769.The orthometric height was determined by GPS observations and a
 DF4769.high-resolution geoid model.
 DF4769
 DF4769.Photographs are available for this station.
 DF4769
 DF4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4769
 DF4769.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4769
 DF4769.The ellipsoidal height was determined by GPS observations
 DF4769.and is referenced to NAD 83.
 DF4769
 DF4769. The following values were computed from the NAD 83(2007) position.
 DF4769
 DF4769;                    North         East     Units Scale Factor Converg.
 DF4769;SPC MN S     -   228,673.112   879,510.000   MT  0.99994036   +0 41 48.1
 DF4769;SPC MN S     -   750,238.37  2,885,525.73   sFT  0.99994036   +0 41 48.1
 DF4769;UTM  15      - 4,888,944.557   499,518.051   MT  0.99960000   -0 00 15.1
 DF4769
 DF4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4769!SPC MN S     -   0.99994540  x   0.99994036  =   0.99988576
 DF4769!UTM  15      -   0.99994540  x   0.99960000  =   0.99954542
 DF4769
 DF4769                          SUPERSEDED SURVEY CONTROL
 DF4769
 DF4769  NAD 83(1996)-  44 09 13.33063(N)    093 00 21.69618(W) AD(       ) 1
 DF4769  ELLIP H (04/02/03)  348.282  (m)                       GP(       ) 3 2
 DF4769  NAVD 88 (04/02/03)  377.0    (m)  GEOID99 model used   GPS OBS        
 DF4769
 DF4769.Superseded values are not recommended for survey control.
 DF4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4769.See file dsdata.txt to determine how the superseded data were derived.
 DF4769
 DF4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9951888944(NAD 83)
 DF4769
 DF4769_MARKER: DD = SURVEY DISK
 DF4769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4769_STAMPING: 44 GJS 1964
 DF4769_MARK LOGO: USGS  
 DF4769_PROJECTION: RECESSED 15 CENTIMETERS
 DF4769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4769+STABILITY: SURFACE MOTION
 DF4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4769+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2007
 DF4769
 DF4769  HISTORY     - Date     Condition        Report By
 DF4769  HISTORY     - 1964     MONUMENTED       USGS
 DF4769  HISTORY     - 20000401 GOOD             MNDT
 DF4769  HISTORY     - 20071002 GOOD             MNDT
 DF4769
 DF4769                          STATION DESCRIPTION
 DF4769
 DF4769'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4769'THE MARK WAS RECOVERED 5.5 MI (8.9 KM) WEST OF WEST CONCORD, 100 FT
 DF4769'(30.5 M) NORTH AND 45 FT (13.7 M) WEST OF T-RD EAST
 DF4769
 DF4769                          STATION RECOVERY (2007)
 DF4769
 DF4769'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (GJF)
 DF4769'5.5 MILES WEST OF WEST CONCORD, 2.1 MILES WEST OF THE JUNCTION OF
 DF4769'COUNTY ROAD 5 AND COUNTY ROAD 24 (WEST OF WEST CONCORD), ABOUT 125
 DF4769'FEET SOUTH OF COUNTY ROAD 24, 75.5 FEET WEST-NORTHWEST OF COUNTY ROAD
 DF4769'1, 100 FEET NORTH OF A FIELD ENTRANCE, 65.2 FEET NORTHWEST OF A GUY
 DF4769'POLE, 2.6 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN4420 ***********************************************************************
 DN4420  HT_MOD      -  This is a Height Modernization Survey Station.
 DN4420  DESIGNATION -  44 HEH
 DN4420  PID         -  DN4420
 DN4420  STATE/COUNTY-  MN/LAKE OF THE WOODS
 DN4420  COUNTRY     -  US
 DN4420  USGS QUAD   -  WILLIAMS (1967)
 DN4420
 DN4420                         *CURRENT SURVEY CONTROL
 DN4420  ______________________________________________________________________
 DN4420* NAD 83(2007) POSITION- 48 50 39.57065(N) 094 53 37.01995(W)   ADJUSTED  
 DN4420* NAD 83(2007) ELLIP HT-   297.947 (meters)        (09/16/11)   ADJUSTED
 DN4420* NAD 83(2007) EPOCH   -  2002.00
 DN4420* NAVD 88 ORTHO HEIGHT -   326.94   (meters)    1072.6   (feet) GPS OBS   
 DN4420  ______________________________________________________________________
 DN4420  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 DN4420  NAD 83(2007) X  -   -358,769.514 (meters)                     COMP
 DN4420  NAD 83(2007) Y  - -4,190,350.825 (meters)                     COMP
 DN4420  NAD 83(2007) Z  -  4,779,407.438 (meters)                     COMP
 DN4420  LAPLACE CORR    -         -3.86  (seconds)                    DEFLEC09
 DN4420  HORZ ORDER      -  FIRST
 DN4420  ELLP ORDER      -  FIRST     CLASS I
 DN4420
 DN4420.The horizontal coordinates were established by GPS observations
 DN4420.and adjusted by the MN DEPT OF TRANSP in September 2011.
 DN4420
 DN4420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DN4420.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DN4420
 DN4420.The horizontal coordinates are valid at the epoch date displayed above
 DN4420.which is a decimal equivalence of Year/Month/Day.
 DN4420
 DN4420.The orthometric height was determined by GPS observations and a
 DN4420.high-resolution geoid model using precise GPS observation and
 DN4420.processing techniques.
 DN4420
 DN4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN4420
 DN4420.The Laplace correction was computed from DEFLEC09 derived deflections.
 DN4420
 DN4420.The ellipsoidal height was determined by GPS observations
 DN4420.and is referenced to NAD 83.
 DN4420
 DN4420. The following values were computed from the NAD 83(2007) position.
 DN4420
 DN4420;                    North         East     Units Scale Factor Converg.
 DN4420;SPC MN N     -   362,172.477   668,353.442   MT  1.00005842   -1 19 46.1
 DN4420;SPC MN N     - 1,188,227.53  2,192,756.25   sFT  1.00005842   -1 19 46.1
 DN4420;UTM  15      - 5,411,879.270   361,068.315   MT  0.99983713   -1 25 33.5
 DN4420
 DN4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN4420!SPC MN N     -   0.99995331  x   1.00005842  =   1.00001173
 DN4420!UTM  15      -   0.99995331  x   0.99983713  =   0.99979045
 DN4420
 DN4420                          SUPERSEDED SURVEY CONTROL
 DN4420
 DN4420.No superseded survey control is available for this station.
 DN4420
 DN4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUQ6106811879(NAD 83)
 DN4420
 DN4420_MARKER: DD = SURVEY DISK
 DN4420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN4420_STAMPING: 44 HEH 1966
 DN4420_MARK LOGO: USGS  
 DN4420_PROJECTION: PROJECTING 8 CENTIMETERS
 DN4420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DN4420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN4420+STABILITY: SURFACE MOTION
 DN4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN4420+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2009
 DN4420
 DN4420  HISTORY     - Date     Condition        Report By
 DN4420  HISTORY     - 1966     MONUMENTED       USGS
 DN4420  HISTORY     - 20090603 GOOD             MNDT
 DN4420
 DN4420                          STATION DESCRIPTION
 DN4420
 DN4420'DESCRIBED BY MN DEPT OF TRANSP 2009 (WAS)
 DN4420'8 MILES NORTHWEST OF GRACETON, 65 FEET NORTH AND 37 FEET EAST OF
 DN4420'JUNCTION OF COUNTY ROAD 8 AND COUNTY ROAD 62, 35.5 FEET WEST OF CABLE
 DN4420'MARKER POST, FROM GRACETON AND THE JUNCTION OF COUNTY ROAD 4 AND TRUNK
 DN4420'HIGHWAY 11 GO NORTH ON COUNTY ROAD 4 THEN WEST, NORTH AND WEST ON
 DN4420'COUNTY ROAD 8 TO COUNTY ROAD 62 AND MARK ON THE RIGHT, 9.5 FEET NORTH
 DN4420'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2330 ***********************************************************************
 DL2330  DESIGNATION -  44 KEE
 DL2330  PID         -  DL2330
 DL2330  STATE/COUNTY-  MN/ROSEAU
 DL2330  COUNTRY     -  US
 DL2330  USGS QUAD   -  THIEF LAKE (1967)
 DL2330
 DL2330                         *CURRENT SURVEY CONTROL
 DL2330  ______________________________________________________________________
 DL2330* NAD 83(2007) POSITION- 48 36 48.18553(N) 095 57 00.22057(W)   ADJUSTED  
 DL2330* NAD 83(2007) ELLIP HT-   331.940 (meters)        (04/01/09)   ADJUSTED
 DL2330* NAD 83(2007) EPOCH   -  2002.00
 DL2330* NAVD 88 ORTHO HEIGHT -   359.4    (meters)    1179.    (feet) GPS OBS   
 DL2330  ______________________________________________________________________
 DL2330  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2330  GEOID HEIGHT    -        -27.54  (meters)                     GEOID03
 DL2330  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 DL2330  NAD 83(2007) X  -   -437,970.989 (meters)                     COMP
 DL2330  NAD 83(2007) Y  - -4,202,245.209 (meters)                     COMP
 DL2330  NAD 83(2007) Z  -  4,762,491.983 (meters)                     COMP
 DL2330  LAPLACE CORR    -         -1.99  (seconds)                    DEFLEC09
 DL2330  HORZ ORDER      -  FIRST
 DL2330  ELLP ORDER      -  FOURTH    CLASS I
 DL2330
 DL2330.The horizontal coordinates were established by GPS observations
 DL2330.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2330
 DL2330.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2330.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2330
 DL2330.The horizontal coordinates are valid at the epoch date displayed above
 DL2330.which is a decimal equivalence of Year/Month/Day.
 DL2330
 DL2330.The orthometric height was determined by GPS observations and a
 DL2330.high-resolution geoid model.
 DL2330
 DL2330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2330
 DL2330.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2330
 DL2330.The ellipsoidal height was determined by GPS observations
 DL2330.and is referenced to NAD 83.
 DL2330
 DL2330. The following values were computed from the NAD 83(2007) position.
 DL2330
 DL2330;                    North         East     Units Scale Factor Converg.
 DL2330;SPC MN N     -   338,836.594   589,895.219   MT  0.99999519   -2 06 45.1
 DL2330;SPC MN N     - 1,111,666.39  1,935,347.90   sFT  0.99999519   -2 06 45.1
 DL2330;UTM  15      - 5,388,680.418   282,571.965   MT  1.00018085   -2 12 51.1
 DL2330;UTM  14      - 5,388,969.828   724,788.435   MT  1.00022085   +2 17 21.2
 DL2330
 DL2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2330!SPC MN N     -   0.99994798  x   0.99999519  =   0.99994317
 DL2330!UTM  15      -   0.99994798  x   1.00018085  =   1.00012882
 DL2330!UTM  14      -   0.99994798  x   1.00022085  =   1.00016882
 DL2330
 DL2330                          SUPERSEDED SURVEY CONTROL
 DL2330
 DL2330.No superseded survey control is available for this station.
 DL2330
 DL2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP8257188680(NAD 83)
 DL2330
 DL2330_MARKER: DD = SURVEY DISK
 DL2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2330_STAMPING: 44 KEE 1966
 DL2330_MARK LOGO: USGS  
 DL2330_PROJECTION: FLUSH
 DL2330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2330+STABILITY: SURFACE MOTION
 DL2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2330+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2330
 DL2330  HISTORY     - Date     Condition        Report By
 DL2330  HISTORY     - 1966     MONUMENTED       USGS
 DL2330  HISTORY     - 20091001 GOOD             MNDT
 DL2330
 DL2330                          STATION DESCRIPTION
 DL2330
 DL2330'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2330'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2330'THE MARK IS 11.5 MILES SOUTH AND 2.8 MILES EAST OF BADGER, 2.2 MILES
 DL2330'SOUTH ALONG TRUNK HIGHWAY 89 FROM THE ROSEAU RIVER IN WANNASKA TO
 DL2330'TRUNK HIGHWAY 89 MILEPOINT 109.4, THENCE 6.9 MILES WEST, SOUTH AND
 DL2330'WEST ALONG COUNTY ROAD 8, THENCE 4.15 MILES WEST ALONG 150TH STREET,
 DL2330'40.4 FEET EAST-SOUTHEAST OF WOODEN GATE POST, 36 FEET EAST OF WOODEN
 DL2330'BRACE POST, 29.5 FEET NORTH OF 150TH STREET, 22.2 FEET SOUTH-SOUTHWEST
 DL2330'OF EIGHT INCH OAK TREE, 14 FEET EAST OF DIM TRAIL NORTH, 1.6 FEET
 DL2330'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0677 ***********************************************************************
 OP0677  DESIGNATION -  44 MC
 OP0677  PID         -  OP0677
 OP0677  STATE/COUNTY-  MN/NOBLES
 OP0677  COUNTRY     -  US
 OP0677  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0677
 OP0677                         *CURRENT SURVEY CONTROL
 OP0677  ______________________________________________________________________
 OP0677* NAD 83(2007) POSITION- 43 37 50.16918(N) 095 31 58.31842(W)   ADJUSTED  
 OP0677* NAD 83(2007) ELLIP HT-   448.661 (meters)        (02/10/07)   ADJUSTED
 OP0677* NAD 83(2007) EPOCH   -  2002.00
 OP0677* NAVD 88 ORTHO HEIGHT -   475.421  (meters)    1559.78  (feet) ADJUSTED  
 OP0677  ______________________________________________________________________
 OP0677  NAD 83(2007) X  -   -445,851.812 (meters)                     COMP
 OP0677  NAD 83(2007) Y  - -4,602,672.793 (meters)                     COMP
 OP0677  NAD 83(2007) Z  -  4,378,785.448 (meters)                     COMP
 OP0677  LAPLACE CORR    -         -5.00  (seconds)                    DEFLEC09
 OP0677  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 OP0677  DYNAMIC HEIGHT  -        475.312 (meters)     1559.42  (feet) COMP
 OP0677  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 OP0677
 OP0677  VERT ORDER      -  SECOND    CLASS I
 OP0677
 OP0677  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0677  Type                                         Horiz  Ellip  Dist(km)
 OP0677  -------------------------------------------------------------------
 OP0677  NETWORK                                       0.58   0.61
 OP0677  -------------------------------------------------------------------
 OP0677  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.53      3.83
 OP0677  -------------------------------------------------------------------
 OP0677  NOTE: Click here for information on individual local accuracy
 OP0677  values and other accuracy information.
 OP0677
 OP0677
 OP0677.The horizontal coordinates were established by GPS observations
 OP0677.and adjusted by the National Geodetic Survey in February 2007.
 OP0677
 OP0677.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0677.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0677
 OP0677.The horizontal coordinates are valid at the epoch date displayed above
 OP0677.which is a decimal equivalence of Year/Month/Day.
 OP0677
 OP0677.The orthometric height was determined by differential leveling and
 OP0677.adjusted in June 1991.
 OP0677
 OP0677.Photographs are available for this station.
 OP0677
 OP0677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0677
 OP0677.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0677
 OP0677.The ellipsoidal height was determined by GPS observations
 OP0677.and is referenced to NAD 83.
 OP0677
 OP0677.The dynamic height is computed by dividing the NAVD 88
 OP0677.geopotential number by the normal gravity value computed on the
 OP0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0677.degrees latitude (g = 980.6199 gals.).
 OP0677
 OP0677.The modeled gravity was interpolated from observed gravity values.
 OP0677
 OP0677. The following values were computed from the NAD 83(2007) position.
 OP0677
 OP0677;                    North         East     Units Scale Factor Converg.
 OP0677;SPC MN S     -   171,228.877   676,297.139   MT  1.00003659   -1 04 27.9
 OP0677;SPC MN S     -   561,773.41  2,218,818.20   sFT  1.00003659   -1 04 27.9
 OP0677;UTM  15      - 4,833,963.385   295,670.754   MT  1.00011357   -1 44 53.9
 OP0677
 OP0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0677!SPC MN S     -   0.99992965  x   1.00003659  =   0.99996624
 OP0677!UTM  15      -   0.99992965  x   1.00011357  =   1.00004321
 OP0677
 OP0677                          SUPERSEDED SURVEY CONTROL
 OP0677
 OP0677  NAD 83(1996)-  43 37 50.16879(N)    095 31 58.31749(W) AD(       ) 1
 OP0677  ELLIP H (04/27/05)  448.682  (m)                       GP(       ) 4 1
 OP0677  NAVD 88 (04/27/05)  475.42   (m)         1559.8    (f) LEVELING    3  
 OP0677
 OP0677.Superseded values are not recommended for survey control.
 OP0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0677.See file dsdata.txt to determine how the superseded data were derived.
 OP0677
 OP0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9567033963(NAD 83)
 OP0677
 OP0677_MARKER: DB = BENCH MARK DISK
 OP0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0677_STAMPING: 44 MC 1958 1559
 OP0677_MARK LOGO: USGS  
 OP0677_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OP0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0677+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 OP0677
 OP0677  HISTORY     - Date     Condition        Report By
 OP0677  HISTORY     - 1958     MONUMENTED       USGS
 OP0677  HISTORY     - 1974     GOOD             MNDT
 OP0677  HISTORY     - 20031118 GOOD             MNDT
 OP0677
 OP0677                          STATION DESCRIPTION
 OP0677
 OP0677'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0677'2.4 MI E FROM WORTHINGTON.
 OP0677'THE MARK IS LOCATED 2.4 MILE EAST ALONG A TOWNSHIP ROAD (EXTENSION OF
 OP0677'OXFORD STREET) FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND 60 IN
 OP0677'WORTHINGTON.  IT IS ALSO 1.6 MILE EAST ALONG FAI 90 FROM THE JUNCTION
 OP0677'OF FAI 90 AND TRUNK HIGHWAY 60.  THENCE SOUTH ALONG A TERMINATED ROAD
 OP0677'FOR 0.5 MILE.  IT IS 35.0 FEET SOUTH OF THE CENTER OF THE EAST-WEST
 OP0677'TOWNSHIP ROAD, 33.0 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 OP0677'TOWNSHIP ROAD, 112.0 FEET SOUTHWEST OF A 36 INCH COTTONWOOD TREE, 6.8
 OP0677'FEET EAST-SOUTHEAST OF A POWER POLE (GUY LINE POST), 2.0 FEET
 OP0677'SOUTH-SOUTHEAST OF A WOOD CORNER FENCE POST, AND 1.5 FEET EAST OF A
 OP0677'FENCE LINE.  IT IS SET IN THE TOP OF A CONCRETE POST (MAGNETIC) THAT
 OP0677'IS FLUSH WITH THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE TOWNSHIP
 OP0677'ROADS.  NE 1/4, SEC 20, T 102N, R 39W.
 OP0677
 OP0677                          STATION RECOVERY (2003)
 OP0677
 OP0677'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK)
 OP0677'2.4 MILES EAST OF WORTHINGTON, 2.4 MILES EAST OF THE JUNCTION OF TRUNK
 OP0677'HIGHWAY 59 AND  TRUNK HIGHWAY 60, 1.6 MILES EAST OF THE JUNCTION OF
 OP0677'INTERSTATE HIGHWAY 90 AND TRUNK  HIGHWAY 60, 35.0 FEET SOUTH OF THE
 OP0677'CENTER OF 250TH STREET, 33.0 FEET WEST OF THE CENTER  OF SUNDBERG
 OP0677'AVENUE, 112 FEET SOUTHWEST OF COTTONWOOD TREE, 6.8 FEET EAST-SOUTHEAST
 OP0677'OF UTILITY POLE, 0.9 FOOT EAST OF A WITNESS POST.  THE MARK IS A US
 OP0677'GEOLOGICAL SURVEY  BENCHMARK DISK SET IN A CONCRETE POST PROJECTING 1
 OP0677'FOOT, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1943 ***********************************************************************
 DM1943  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1943  DESIGNATION -  44 NH
 DM1943  PID         -  DM1943
 DM1943  STATE/COUNTY-  MN/SWIFT
 DM1943  COUNTRY     -  US
 DM1943  USGS QUAD   -  GRACELOCK NW (1977)
 DM1943
 DM1943                         *CURRENT SURVEY CONTROL
 DM1943  ______________________________________________________________________
 DM1943* NAD 83(2007) POSITION- 45 11 46.50692(N) 095 38 02.49016(W)   ADJUSTED  
 DM1943* NAD 83(2007) ELLIP HT-   283.769 (meters)        (08/04/10)   ADJUSTED
 DM1943* NAD 83(2007) EPOCH   -  2002.00
 DM1943* NAVD 88 ORTHO HEIGHT -   310.16   (meters)    1017.6   (feet) GPS OBS   
 DM1943  ______________________________________________________________________
 DM1943  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1943  GEOID HEIGHT    -        -26.33  (meters)                     GEOID03
 DM1943  GEOID HEIGHT    -        -26.39  (meters)                     GEOID09
 DM1943  NAD 83(2007) X  -   -442,012.493 (meters)                     COMP
 DM1943  NAD 83(2007) Y  - -4,480,592.744 (meters)                     COMP
 DM1943  NAD 83(2007) Z  -  4,502,945.449 (meters)                     COMP
 DM1943  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC09
 DM1943  HORZ ORDER      -  FIRST
 DM1943  ELLP ORDER      -  THIRD     CLASS I
 DM1943
 DM1943.The horizontal coordinates were established by GPS observations
 DM1943.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1943
 DM1943.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1943.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1943
 DM1943.The horizontal coordinates are valid at the epoch date displayed above
 DM1943.which is a decimal equivalence of Year/Month/Day.
 DM1943
 DM1943.The orthometric height was determined by GPS observations and a
 DM1943.high-resolution geoid model using precise GPS observation and
 DM1943.processing techniques.
 DM1943
 DM1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1943
 DM1943.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1943
 DM1943.The ellipsoidal height was determined by GPS observations
 DM1943.and is referenced to NAD 83.
 DM1943
 DM1943. The following values were computed from the NAD 83(2007) position.
 DM1943
 DM1943;                    North         East     Units Scale Factor Converg.
 DM1943;SPC MN S     -   345,319.740   671,611.990   MT  0.99999560   -1 08 43.2
 DM1943;SPC MN S     - 1,132,936.51  2,203,447.00   sFT  0.99999560   -1 08 43.2
 DM1943;UTM  15      - 5,008,127.314   293,108.859   MT  1.00012633   -1 52 10.4
 DM1943
 DM1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1943!SPC MN S     -   0.99995551  x   0.99999560  =   0.99995111
 DM1943!UTM  15      -   0.99995551  x   1.00012633  =   1.00008184
 DM1943
 DM1943                          SUPERSEDED SURVEY CONTROL
 DM1943
 DM1943.No superseded survey control is available for this station.
 DM1943
 DM1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9310808127(NAD 83)
 DM1943
 DM1943_MARKER: DB = BENCH MARK DISK
 DM1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1943_STAMPING: 44 NH 1956
 DM1943_MARK LOGO: USGS  
 DM1943_PROJECTION: RECESSED 3 CENTIMETERS
 DM1943_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1943+STABILITY: SURFACE MOTION
 DM1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1943+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2006
 DM1943
 DM1943  HISTORY     - Date     Condition        Report By
 DM1943  HISTORY     - 19560401 MONUMENTED       USGS
 DM1943  HISTORY     - 20061122 GOOD             MNDT
 DM1943
 DM1943                          STATION DESCRIPTION
 DM1943
 DM1943'DESCRIBED BY MN DEPT OF TRANSP 2006 (CAG)
 DM1943'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1943'THE MARK IS 8.2 MILES SOUTH OF BENSON, 8.5 MILES SOUTH ALONG TRUNK
 DM1943'HIGHWAY 29 FROM THE JUNCTION OF TRUNK HIGHWAY 29 AND TRUNK HIGHWAY 12
 DM1943'AT BENSON, THEN 1.9 MILES WEST ON COUNTY ROAD 6, 458 FEET NORTH OF
 DM1943'COUNTY ROAD 6, 52 FEET EAST OF 30TH AVENUE, 8.2 FEET SOUTH OF POWER
 DM1943'POLE, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7375 ***********************************************************************
 DF7375  DESIGNATION -  44 SEM
 DF7375  PID         -  DF7375
 DF7375  STATE/COUNTY-  MN/AITKIN
 DF7375  COUNTRY     -  US
 DF7375  USGS QUAD   -  LIBBY (1980)
 DF7375
 DF7375                         *CURRENT SURVEY CONTROL
 DF7375  ______________________________________________________________________
 DF7375* NAD 83(2007) POSITION- 46 51 14.78411(N) 093 17 48.82867(W)   ADJUSTED  
 DF7375* NAD 83(2007) ELLIP HT-   362.417 (meters)        (02/10/07)   ADJUSTED
 DF7375* NAD 83(2007) EPOCH   -  2002.00
 DF7375* NAVD 88 ORTHO HEIGHT -   391.1    (meters)    1283.    (feet) GPS OBS   
 DF7375  ______________________________________________________________________
 DF7375  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7375  GEOID HEIGHT    -        -28.66  (meters)                     GEOID99
 DF7375  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DF7375  NAD 83(2007) X  -   -251,306.041 (meters)                     COMP
 DF7375  NAD 83(2007) Y  - -4,362,550.904 (meters)                     COMP
 DF7375  NAD 83(2007) Z  -  4,630,952.878 (meters)                     COMP
 DF7375  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC09
 DF7375
 DF7375  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7375  Type                                         Horiz  Ellip  Dist(km)
 DF7375  -------------------------------------------------------------------
 DF7375  NETWORK                                       1.24   1.41
 DF7375  -------------------------------------------------------------------
 DF7375  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.32   1.55      8.68
 DF7375  -------------------------------------------------------------------
 DF7375  NOTE: Click here for information on individual local accuracy
 DF7375  values and other accuracy information.
 DF7375
 DF7375
 DF7375.The horizontal coordinates were established by GPS observations
 DF7375.and adjusted by the National Geodetic Survey in February 2007.
 DF7375
 DF7375.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7375.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7375
 DF7375.The horizontal coordinates are valid at the epoch date displayed above
 DF7375.which is a decimal equivalence of Year/Month/Day.
 DF7375
 DF7375.The orthometric height was determined by GPS observations and a
 DF7375.high-resolution geoid model.
 DF7375
 DF7375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7375
 DF7375.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7375
 DF7375.The ellipsoidal height was determined by GPS observations
 DF7375.and is referenced to NAD 83.
 DF7375
 DF7375. The following values were computed from the NAD 83(2007) position.
 DF7375
 DF7375;                    North         East     Units Scale Factor Converg.
 DF7375;SPC MN C     -   306,519.086   872,681.856   MT  0.99996308   +0 41 22.1
 DF7375;SPC MN C     - 1,005,638.03  2,863,123.72   sFT  0.99996308   +0 41 22.1
 DF7375;UTM  15      - 5,188,994.509   477,366.884   MT  0.99960630   -0 12 59.8
 DF7375
 DF7375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7375!SPC MN C     -   0.99994319  x   0.99996308  =   0.99990628
 DF7375!UTM  15      -   0.99994319  x   0.99960630  =   0.99954952
 DF7375
 DF7375:                Primary Azimuth Mark                     Grid Az
 DF7375:SPC MN C     -  44 SEM AZ MK                             090 14 29.1
 DF7375:UTM  15      -  44 SEM AZ MK                             091 08 51.0
 DF7375
 DF7375|---------------------------------------------------------------------|
 DF7375| PID    Reference Object                     Distance      Geod. Az  |
 DF7375|                                                           dddmmss.s |
 DF7375| DF7458 44 SEM AZ MK                        APPROX. 0.9 KM 0905551.2 |
 DF7375|---------------------------------------------------------------------|
 DF7375
 DF7375                          SUPERSEDED SURVEY CONTROL
 DF7375
 DF7375  NAD 83(1996)-  46 51 14.78387(N)    093 17 48.82833(W) AD(       ) 1
 DF7375  ELLIP H (08/26/03)  362.439  (m)                       GP(       ) 3 1
 DF7375
 DF7375.Superseded values are not recommended for survey control.
 DF7375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7375.See file dsdata.txt to determine how the superseded data were derived.
 DF7375
 DF7375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7736688994(NAD 83)
 DF7375
 DF7375_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7375_STAMPING: 44 SEM 1967
 DF7375_MARK LOGO: USGS  
 DF7375_PROJECTION: PROJECTING 20 CENTIMETERS
 DF7375_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7375+STABILITY: SURFACE MOTION
 DF7375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7375+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7375
 DF7375  HISTORY     - Date     Condition        Report By
 DF7375  HISTORY     - 1967     MONUMENTED       USGS
 DF7375  HISTORY     - 19990401 GOOD             MNDT
 DF7375
 DF7375                          STATION DESCRIPTION
 DF7375
 DF7375'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7375'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY DESCRIBED. THE
 DF7375'STATION IS 10 MI SOUTH OF JACOBSON, 4 MI NNE OF LIBBY, 12.1 MI SOUTH
 DF7375'ALONG TH 65 FROM  JCT OF TH 65 AND TH 200 IN JACOBSON, THENCE 2.4 MI
 DF7375'EAST ON CO R D 36, 42 FT NORTH  OF CO RD 36, 643 FT EAST OF TWP RD
 DF7375'SOUTH, 7 FT EAST OF P-POLE ON RIDGE, 1.3 FT  SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0742 ***********************************************************************
 DI0742  DESIGNATION -  44 SEM
 DI0742  PID         -  DI0742
 DI0742  STATE/COUNTY-  MN/ROCK
 DI0742  COUNTRY     -  US
 DI0742  USGS QUAD   -  ASH CREEK (1967)
 DI0742
 DI0742                         *CURRENT SURVEY CONTROL
 DI0742  ______________________________________________________________________
 DI0742* NAD 83(2007) POSITION- 43 33 30.15352(N) 096 07 58.84527(W)   ADJUSTED  
 DI0742* NAD 83(2007) ELLIP HT-   428.030 (meters)        (12/22/10)   ADJUSTED
 DI0742* NAD 83(2007) EPOCH   -  2002.00
 DI0742* NAVD 88 ORTHO HEIGHT -   454.6    (meters)    1491.    (feet) GPS OBS   
 DI0742  ______________________________________________________________________
 DI0742  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0742  GEOID HEIGHT    -        -26.49  (meters)                     GEOID03
 DI0742  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 DI0742  NAD 83(2007) X  -   -494,626.923 (meters)                     COMP
 DI0742  NAD 83(2007) Y  - -4,603,237.572 (meters)                     COMP
 DI0742  NAD 83(2007) Z  -  4,372,959.039 (meters)                     COMP
 DI0742  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC09
 DI0742  HORZ ORDER      -  FIRST
 DI0742  ELLP ORDER      -  FOURTH    CLASS I
 DI0742
 DI0742.The horizontal coordinates were established by GPS observations
 DI0742.and adjusted by the National Geodetic Survey in December 2010.
 DI0742
 DI0742.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0742.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0742
 DI0742.The horizontal coordinates are valid at the epoch date displayed above
 DI0742.which is a decimal equivalence of Year/Month/Day.
 DI0742
 DI0742.The orthometric height was determined by GPS observations and a
 DI0742.high-resolution geoid model.
 DI0742
 DI0742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0742
 DI0742.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0742
 DI0742.The ellipsoidal height was determined by GPS observations
 DI0742.and is referenced to NAD 83.
 DI0742
 DI0742. The following values were computed from the NAD 83(2007) position.
 DI0742
 DI0742;                    North         East     Units Scale Factor Converg.
 DI0742;SPC MN S     -   164,292.526   627,665.173   MT  1.00005632   -1 29 42.3
 DI0742;SPC MN S     -   539,016.40  2,059,264.82   sFT  1.00005632   -1 29 42.3
 DI0742;UTM  14      - 4,826,818.499   731,561.249   MT  1.00025961   +1 58 35.4
 DI0742
 DI0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0742!SPC MN S     -   0.99993288  x   1.00005632  =   0.99998920
 DI0742!UTM  14      -   0.99993288  x   1.00025961  =   1.00019248
 DI0742
 DI0742                          SUPERSEDED SURVEY CONTROL
 DI0742
 DI0742  NAD 83(1996)-  43 33 30.15289(N)    096 07 58.84432(W) AD(       ) 1
 DI0742  ELLIP H (06/28/06)  428.068  (m)                       GP(       ) 4 1
 DI0742
 DI0742.Superseded values are not recommended for survey control.
 DI0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0742.See file dsdata.txt to determine how the superseded data were derived.
 DI0742
 DI0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3156126818(NAD 83)
 DI0742
 DI0742_MARKER: DB = BENCH MARK DISK
 DI0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0742_STAMPING: 44 SEM 1966
 DI0742_MARK LOGO: USGS  
 DI0742_PROJECTION: PROJECTING 20 CENTIMETERS
 DI0742_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0742+STABILITY: SURFACE MOTION
 DI0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0742+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI0742
 DI0742  HISTORY     - Date     Condition        Report By
 DI0742  HISTORY     - 1966     MONUMENTED       USGS
 DI0742
 DI0742                          STATION DESCRIPTION
 DI0742
 DI0742'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI0742'5.5 MILES SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 90 AND COUNTY ROAD
 DI0742'55, 1.0 MILES SOUTH AND 2 MILES WEST OF KANARANZI, 53 FEET EAST OF
 DI0742'COUNTY ROAD 55 (170TH AVENUE), 28 FEET NORTH OF 51ST STREET, 1.0 FEET
 DI0742'WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7458 ***********************************************************************
 DF7458  DESIGNATION -  44 SEM AZ MK
 DF7458  PID         -  DF7458
 DF7458  STATE/COUNTY-  MN/AITKIN
 DF7458  COUNTRY     -  US
 DF7458  USGS QUAD   -  LIBBY (1980)
 DF7458
 DF7458                         *CURRENT SURVEY CONTROL
 DF7458  ______________________________________________________________________
 DF7458* NAD 83(2007) POSITION- 46 51 14.30863(N) 093 17 06.36867(W)   ADJUSTED  
 DF7458* NAD 83(2007) ELLIP HT-   366.745 (meters)        (02/10/07)   ADJUSTED
 DF7458* NAD 83(2007) EPOCH   -  2002.00
 DF7458* NAVD 88 ORTHO HEIGHT -   395.4    (meters)    1297.    (feet) GPS OBS   
 DF7458  ______________________________________________________________________
 DF7458  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7458  GEOID HEIGHT    -        -28.66  (meters)                     GEOID99
 DF7458  GEOID HEIGHT    -        -28.68  (meters)                     GEOID09
 DF7458  NAD 83(2007) X  -   -250,408.780 (meters)                     COMP
 DF7458  NAD 83(2007) Y  - -4,362,616.194 (meters)                     COMP
 DF7458  NAD 83(2007) Z  -  4,630,945.995 (meters)                     COMP
 DF7458  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC09
 DF7458
 DF7458  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7458  Type                                         Horiz  Ellip  Dist(km)
 DF7458  -------------------------------------------------------------------
 DF7458  NETWORK                                       1.13   1.25
 DF7458  -------------------------------------------------------------------
 DF7458  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.23   1.41      8.72
 DF7458  -------------------------------------------------------------------
 DF7458  NOTE: Click here for information on individual local accuracy
 DF7458  values and other accuracy information.
 DF7458
 DF7458
 DF7458.The horizontal coordinates were established by GPS observations
 DF7458.and adjusted by the National Geodetic Survey in February 2007.
 DF7458
 DF7458.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7458.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7458
 DF7458.The horizontal coordinates are valid at the epoch date displayed above
 DF7458.which is a decimal equivalence of Year/Month/Day.
 DF7458
 DF7458.The orthometric height was determined by GPS observations and a
 DF7458.high-resolution geoid model.
 DF7458
 DF7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7458
 DF7458.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7458
 DF7458.The ellipsoidal height was determined by GPS observations
 DF7458.and is referenced to NAD 83.
 DF7458
 DF7458. The following values were computed from the NAD 83(2007) position.
 DF7458
 DF7458;                    North         East     Units Scale Factor Converg.
 DF7458;SPC MN C     -   306,515.295   873,581.413   MT  0.99996306   +0 41 52.8
 DF7458;SPC MN C     - 1,005,625.60  2,866,075.02   sFT  0.99996306   +0 41 52.8
 DF7458;UTM  15      - 5,188,976.500   478,265.948   MT  0.99960581   -0 12 28.9
 DF7458
 DF7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7458!SPC MN C     -   0.99994252  x   0.99996306  =   0.99990558
 DF7458!UTM  15      -   0.99994252  x   0.99960581  =   0.99954835
 DF7458
 DF7458:                Primary Azimuth Mark                     Grid Az
 DF7458:SPC MN C     -  44 SEM                                   270 14 29.4
 DF7458:UTM  15      -  44 SEM                                   271 08 51.1
 DF7458
 DF7458|---------------------------------------------------------------------|
 DF7458| PID    Reference Object                     Distance      Geod. Az  |
 DF7458|                                                           dddmmss.s |
 DF7458| DF7375 44 SEM                              APPROX. 0.9 KM 2705622.2 |
 DF7458|---------------------------------------------------------------------|
 DF7458
 DF7458                          SUPERSEDED SURVEY CONTROL
 DF7458
 DF7458  NAD 83(1996)-  46 51 14.30840(N)    093 17 06.36833(W) AD(       ) 1
 DF7458  ELLIP H (08/26/03)  366.769  (m)                       GP(       ) 3 1
 DF7458
 DF7458.Superseded values are not recommended for survey control.
 DF7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7458.See file dsdata.txt to determine how the superseded data were derived.
 DF7458
 DF7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM7826588976(NAD 83)
 DF7458
 DF7458_MARKER: DZ = AZIMUTH MARK DISK
 DF7458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF7458_STAMPING: 44 SEM AZ MK 1997
 DF7458_MARK LOGO: MN-001
 DF7458_PROJECTION: FLUSH
 DF7458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7458+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DF7458_ROD/PIPE-DEPTH:  3.0 meters
 DF7458
 DF7458  HISTORY     - Date     Condition        Report By
 DF7458  HISTORY     - 1997     MONUMENTED       MN-001
 DF7458
 DF7458                          STATION DESCRIPTION
 DF7458
 DF7458'DESCRIBED BY AITKIN COUNTY MINNESOTA 1997 (WAS)
 DF7458'THE STATION IS 10.0 MI SOUTH OF JACOBSON, 12.1 MI SOUTH ALONG TH 65
 DF7458'FROM JCT OF TH 65  AND TH  200 IN JACOBSON, TO TH 65 MP 134.9, THENCE
 DF7458'3.0 MI EAST ON CO  RD 36, 3.5 FT  NORTH OF CO RD 36, 27.0 FT EAST OF
 DF7458'DRIVEWAY, 18.0 FT WEST OF P-POLE, 1.0 FT SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8917 ***********************************************************************
 AJ8917  DESIGNATION -  44 T
 AJ8917  PID         -  AJ8917
 AJ8917  STATE/COUNTY-  MN/LYON
 AJ8917  COUNTRY     -  US
 AJ8917  USGS QUAD   -  MILROY (1962)
 AJ8917
 AJ8917                         *CURRENT SURVEY CONTROL
 AJ8917  ______________________________________________________________________
 AJ8917* NAD 83(2007) POSITION- 44 27 35.84818(N) 095 36 51.43737(W)   ADJUSTED  
 AJ8917* NAD 83(2007) ELLIP HT-   310.238 (meters)        (02/10/07)   ADJUSTED
 AJ8917* NAD 83(2007) EPOCH   -  2002.00
 AJ8917* NAVD 88 ORTHO HEIGHT -   337.388  (meters)    1106.91  (feet) ADJUSTED  
 AJ8917  ______________________________________________________________________
 AJ8917  NAD 83(2007) X  -   -446,114.360 (meters)                     COMP
 AJ8917  NAD 83(2007) Y  - -4,538,172.902 (meters)                     COMP
 AJ8917  NAD 83(2007) Z  -  4,444,930.750 (meters)                     COMP
 AJ8917  LAPLACE CORR    -         -2.56  (seconds)                    DEFLEC09
 AJ8917  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 AJ8917  DYNAMIC HEIGHT  -        337.334 (meters)     1106.74  (feet) COMP
 AJ8917  MODELED GRAVITY -    980,448.7   (mgal)                       NAVD 88
 AJ8917
 AJ8917  VERT ORDER      -  SECOND    CLASS I
 AJ8917
 AJ8917  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8917  Type                                         Horiz  Ellip  Dist(km)
 AJ8917  -------------------------------------------------------------------
 AJ8917  NETWORK                                       0.50   0.55
 AJ8917  -------------------------------------------------------------------
 AJ8917  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.50   0.49      5.21
 AJ8917  -------------------------------------------------------------------
 AJ8917  NOTE: Click here for information on individual local accuracy
 AJ8917  values and other accuracy information.
 AJ8917
 AJ8917
 AJ8917.The horizontal coordinates were established by GPS observations
 AJ8917.and adjusted by the National Geodetic Survey in February 2007.
 AJ8917
 AJ8917.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8917.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8917
 AJ8917.The horizontal coordinates are valid at the epoch date displayed above
 AJ8917.which is a decimal equivalence of Year/Month/Day.
 AJ8917
 AJ8917.The orthometric height was determined by differential leveling and
 AJ8917.adjusted in June 2011.
 AJ8917
 AJ8917.No vertical observational check was made to the station.
 AJ8917
 AJ8917.Photographs are available for this station.
 AJ8917
 AJ8917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8917
 AJ8917.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8917
 AJ8917.The ellipsoidal height was determined by GPS observations
 AJ8917.and is referenced to NAD 83.
 AJ8917
 AJ8917.The dynamic height is computed by dividing the NAVD 88
 AJ8917.geopotential number by the normal gravity value computed on the
 AJ8917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8917.degrees latitude (g = 980.6199 gals.).
 AJ8917
 AJ8917.The modeled gravity was interpolated from observed gravity values.
 AJ8917
 AJ8917. The following values were computed from the NAD 83(2007) position.
 AJ8917
 AJ8917;                    North         East     Units Scale Factor Converg.
 AJ8917;SPC MN S     -   263,486.171   671,546.864   MT  0.99992230   -1 07 53.4
 AJ8917;SPC MN S     -   864,454.21  2,203,233.34   sFT  0.99992230   -1 07 53.4
 AJ8917;UTM  15      - 4,926,285.822   292,026.316   MT  1.00013195   -1 49 54.2
 AJ8917
 AJ8917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8917!SPC MN S     -   0.99995136  x   0.99992230  =   0.99987366
 AJ8917!UTM  15      -   0.99995136  x   1.00013195  =   1.00008330
 AJ8917
 AJ8917                          SUPERSEDED SURVEY CONTROL
 AJ8917
 AJ8917  NAD 83(1996)-  44 27 35.84761(N)    095 36 51.43706(W) AD(       ) 1
 AJ8917  ELLIP H (04/16/02)  310.278  (m)                       GP(       ) 3 1
 AJ8917  NAVD 88 (04/16/02)  337.4    (m)  GEOID99 model used   GPS OBS        
 AJ8917
 AJ8917.Superseded values are not recommended for survey control.
 AJ8917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8917.See file dsdata.txt to determine how the superseded data were derived.
 AJ8917
 AJ8917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9202626285(NAD 83)
 AJ8917
 AJ8917_MARKER: DB = BENCH MARK DISK
 AJ8917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8917_STAMPING: 44 T 1106 1960
 AJ8917_MARK LOGO: USGS  
 AJ8917_PROJECTION: FLUSH
 AJ8917_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AJ8917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8917+STABILITY: SURFACE MOTION
 AJ8917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8917+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 AJ8917
 AJ8917  HISTORY     - Date     Condition        Report By
 AJ8917  HISTORY     - 1960     MONUMENTED       USGS
 AJ8917  HISTORY     - 19981104 GOOD             MNDT
 AJ8917  HISTORY     - 20060802 GOOD             MNDT
 AJ8917
 AJ8917                          STATION DESCRIPTION
 AJ8917
 AJ8917'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8917'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) EAST OF MARSHALL, 7.15 MI
 AJ8917'(11.51 KM) EAST ALONG TH 19 FROM JCT TH 23 AND TH 19 IN MARSHALL TO TH
 AJ8917'19 MP 43.6 THEN GO 0.15 MI (0.24 KM) NORTH ALONG CO RD 11, 35 FT (10.7
 AJ8917'M) SOUTH OF FIELD ENTRANCE, 51 FT (15.5 M) EAST OF CO RD 11, 101.9 FT
 AJ8917'(31.1 M) ENE OF P-POLE, 1 FT (0.3 M) SOUTH OF WITNESS POST.
 AJ8917
 AJ8917                          STATION RECOVERY (2006)
 AJ8917
 AJ8917'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 AJ8917'THE STATION IS LOCATED ABOUT 13.6 KM (8.5 MI) EAST-SOUTHEAST OF GREEN
 AJ8917'VALLEY, 7.2 KM (4.5 MI) EAST-NORTHEAST OF DUDLEY AND 6.8 KM (4.2 MI)
 AJ8917'NORTHWEST OF MILROY.
 AJ8917' 
 AJ8917'THE MARK IS 8.0 MI (12.9 KM) EAST OF MARSHALL, 7.15 MI (11.5 KM) EAST
 AJ8917'ALONG TRUNK HIGHWAY 19 FROM THE JUNCTION TRUNK HIGHWAY 23 AND TRUNK
 AJ8917'HIGHWAY 19 IN MARSHALL TO TRUNK HIGHWAY 19 MILE POINT 43.6 THENCE 0.15
 AJ8917'MI (0.2 KM) NORTH ALONG COUNTY ROAD 11, 35 FT (10.7 M) SOUTH OF A
 AJ8917'FIELD ENTRANCE, 51 FT (15.5 M) EAST OF COUNTY ROAD 11, 1.0 FT (0.3 M)
 AJ8917'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9881 ***********************************************************************
 AH9881  DESIGNATION -  4401 B
 AH9881  PID         -  AH9881
 AH9881  STATE/COUNTY-  MN/MAHNOMEN
 AH9881  COUNTRY     -  US
 AH9881  USGS QUAD   -  FAITH (1966)
 AH9881
 AH9881                         *CURRENT SURVEY CONTROL
 AH9881  ______________________________________________________________________
 AH9881* NAD 83(1986) POSITION- 47 19 30.     (N) 096 02 23.     (W)   SCALED    
 AH9881* NAVD 88 ORTHO HEIGHT -   362.186  (meters)    1188.27  (feet) ADJUSTED  
 AH9881  ______________________________________________________________________
 AH9881  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AH9881  DYNAMIC HEIGHT  -        362.234 (meters)     1188.43  (feet) COMP
 AH9881  MODELED GRAVITY -    980,734.9   (mgal)                       NAVD 88
 AH9881
 AH9881  VERT ORDER      -  SECOND    CLASS I
 AH9881
 AH9881.The horizontal coordinates were scaled from a topographic map and have
 AH9881.an estimated accuracy of +/- 6 seconds.
 AH9881.
 AH9881.The orthometric height was determined by differential leveling and
 AH9881.adjusted in June 2004.
 AH9881
 AH9881.The dynamic height is computed by dividing the NAVD 88
 AH9881.geopotential number by the normal gravity value computed on the
 AH9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9881.degrees latitude (g = 980.6199 gals.).
 AH9881
 AH9881.The modeled gravity was interpolated from observed gravity values.
 AH9881
 AH9881;                    North         East    Units  Estimated Accuracy
 AH9881;SPC MN N     -   195,940.      577,840.      MT  (+/- 180 meters Scaled)
 AH9881
 AH9881                          SUPERSEDED SURVEY CONTROL
 AH9881
 AH9881.No superseded survey control is available for this station.
 AH9881
 AH9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT236455(NAD 83)
 AH9881
 AH9881_MARKER: DB = BENCH MARK DISK
 AH9881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9881_STAMPING: 4401 B 1948
 AH9881_MARK LOGO: MNDT  
 AH9881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9881+STABILITY: SURFACE MOTION
 AH9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9881+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 AH9881
 AH9881  HISTORY     - Date     Condition        Report By
 AH9881  HISTORY     - 1948     MONUMENTED       MNDT
 AH9881  HISTORY     - 19920817 GOOD             MNDT
 AH9881
 AH9881                          STATION DESCRIPTION
 AH9881
 AH9881'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9881'3.5 MI (5.6 KM) WEST OF MAHNOMEN, 3.5 MI (5.6 KM) WEST ALONG TH 200
 AH9881'FROM JCT TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP 43.2, 55 FT (16.8
 AH9881'M) SOUTH OF TH 200, 73 FT (22.3 M) EAST OF TWP RD SOUTH, AND 0.7 FT
 AH9881'(21.3 CM) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AF9162 ***********************************************************************
 AF9162  DESIGNATION -  4401 C
 AF9162  PID         -  AF9162
 AF9162  STATE/COUNTY-  MN/MAHNOMEN
 AF9162  COUNTRY     -  US
 AF9162  USGS QUAD   -  FAITH (1966)
 AF9162
 AF9162                         *CURRENT SURVEY CONTROL
 AF9162  ______________________________________________________________________
 AF9162* NAD 83(2007) POSITION- 47 19 30.27480(N) 096 01 07.56636(W)   ADJUSTED  
 AF9162* NAD 83(2007) ELLIP HT-   339.019 (meters)        (02/10/07)   ADJUSTED
 AF9162* NAD 83(2007) EPOCH   -  2002.00
 AF9162* NAVD 88 ORTHO HEIGHT -   365.826  (meters)    1200.21  (feet) ADJUSTED  
 AF9162  ______________________________________________________________________
 AF9162  NAD 83(2007) X  -   -454,167.368 (meters)                     COMP
 AF9162  NAD 83(2007) Y  - -4,307,540.084 (meters)                     COMP
 AF9162  NAD 83(2007) Z  -  4,666,586.374 (meters)                     COMP
 AF9162  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC09
 AF9162  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AF9162  DYNAMIC HEIGHT  -        365.876 (meters)     1200.38  (feet) COMP
 AF9162  MODELED GRAVITY -    980,737.4   (mgal)                       NAVD 88
 AF9162
 AF9162  VERT ORDER      -  SECOND    CLASS I
 AF9162
 AF9162  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AF9162  Type                                         Horiz  Ellip  Dist(km)
 AF9162  -------------------------------------------------------------------
 AF9162  NETWORK                                       0.95   1.29
 AF9162  -------------------------------------------------------------------
 AF9162  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.99   1.36      3.95
 AF9162  -------------------------------------------------------------------
 AF9162  NOTE: Click here for information on individual local accuracy
 AF9162  values and other accuracy information.
 AF9162
 AF9162
 AF9162.The horizontal coordinates were established by GPS observations
 AF9162.and adjusted by the National Geodetic Survey in February 2007.
 AF9162
 AF9162.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AF9162.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AF9162
 AF9162.The horizontal coordinates are valid at the epoch date displayed above
 AF9162.which is a decimal equivalence of Year/Month/Day.
 AF9162
 AF9162.The orthometric height was determined by differential leveling and
 AF9162.adjusted in June 2004.
 AF9162
 AF9162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF9162
 AF9162.The Laplace correction was computed from DEFLEC09 derived deflections.
 AF9162
 AF9162.The ellipsoidal height was determined by GPS observations
 AF9162.and is referenced to NAD 83.
 AF9162
 AF9162.The dynamic height is computed by dividing the NAVD 88
 AF9162.geopotential number by the normal gravity value computed on the
 AF9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF9162.degrees latitude (g = 980.6199 gals.).
 AF9162
 AF9162.The modeled gravity was interpolated from observed gravity values.
 AF9162
 AF9162. The following values were computed from the NAD 83(2007) position.
 AF9162
 AF9162;                    North         East     Units Scale Factor Converg.
 AF9162;SPC MN N     -   195,891.544   579,425.336   MT  0.99994223   -2 09 48.4
 AF9162;SPC MN N     -   642,687.51  1,900,997.96   sFT  0.99994223   -2 09 48.4
 AF9162;UTM  14      - 5,245,600.265   725,263.354   MT  1.00022366   +2 11 33.9
 AF9162;UTM  15      - 5,245,709.543   271,900.551   MT  1.00023946   -2 13 13.4
 AF9162
 AF9162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9162!SPC MN N     -   0.99994686  x   0.99994223  =   0.99988910
 AF9162!UTM  14      -   0.99994686  x   1.00022366  =   1.00017051
 AF9162!UTM  15      -   0.99994686  x   1.00023946  =   1.00018631
 AF9162
 AF9162:                Primary Azimuth Mark                     Grid Az
 AF9162:SPC MN N     -  BINA                                     358 25 53.4
 AF9162:UTM  14      -  BINA                                     354 04 31.1
 AF9162:UTM  15      -  BINA                                     358 29 18.4
 AF9162
 AF9162|---------------------------------------------------------------------|
 AF9162| PID    Reference Object                     Distance      Geod. Az  |
 AF9162|                                                           dddmmss.s |
 AF9162| AF9169 BINA                                400.273 METERS 3561605.0 |
 AF9162|---------------------------------------------------------------------|
 AF9162
 AF9162                          SUPERSEDED SURVEY CONTROL
 AF9162
 AF9162  NAD 83(1996)-  47 19 30.27452(N)    096 01 07.56621(W) AD(       ) 1
 AF9162  ELLIP H (07/17/98)  339.038  (m)                       GP(       ) 4 1
 AF9162  NAVD 88 (07/17/98)  365.84   (m)         1200.3    (f) LEVELING    3  
 AF9162
 AF9162.Superseded values are not recommended for survey control.
 AF9162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9162.See file dsdata.txt to determine how the superseded data were derived.
 AF9162
 AF9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2526345600(NAD 83)
 AF9162
 AF9162_MARKER: DB = BENCH MARK DISK
 AF9162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF9162_STAMPING: 4401 C 1948
 AF9162_MARK LOGO: MNDT  
 AF9162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF9162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF9162+STABILITY: SURFACE MOTION
 AF9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF9162+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 AF9162
 AF9162  HISTORY     - Date     Condition        Report By
 AF9162  HISTORY     - 1948     MONUMENTED       MNDT
 AF9162  HISTORY     - 19920817 GOOD             MNDT
 AF9162
 AF9162                          STATION DESCRIPTION
 AF9162
 AF9162'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AF9162'THE MARK IS 2.5 MI (4.0 KM) WEST OF MAHNOMEN, 2.5 MI (4.0 KM) WEST
 AF9162'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP
 AF9162'44.2, 54.5 FT (16.6 M) SOUTH OF TH 200, 63 FT (19.2 M) EAST FIELD RD
 AF9162'SOUTH, 17.2 FT (5.2 M) ENE OF TEL CABLE PEDESTAL NO 50-10, AND 1.2 FT
 AF9162'(0.4 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9880 ***********************************************************************
 AH9880  DESIGNATION -  4401 D
 AH9880  PID         -  AH9880
 AH9880  STATE/COUNTY-  MN/MAHNOMEN
 AH9880  COUNTRY     -  US
 AH9880  USGS QUAD   -  MAHNOMEN (1969)
 AH9880
 AH9880                         *CURRENT SURVEY CONTROL
 AH9880  ______________________________________________________________________
 AH9880* NAD 83(1986) POSITION- 47 19 36.     (N) 095 59 55.     (W)   SCALED    
 AH9880* NAVD 88 ORTHO HEIGHT -   366.835  (meters)    1203.52  (feet) ADJUSTED  
 AH9880  ______________________________________________________________________
 AH9880  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 AH9880  DYNAMIC HEIGHT  -        366.886 (meters)     1203.69  (feet) COMP
 AH9880  MODELED GRAVITY -    980,740.9   (mgal)                       NAVD 88
 AH9880
 AH9880  VERT ORDER      -  SECOND    CLASS I
 AH9880
 AH9880.The horizontal coordinates were scaled from a topographic map and have
 AH9880.an estimated accuracy of +/- 6 seconds.
 AH9880.
 AH9880.The orthometric height was determined by differential leveling and
 AH9880.adjusted in June 2004.
 AH9880
 AH9880.The dynamic height is computed by dividing the NAVD 88
 AH9880.geopotential number by the normal gravity value computed on the
 AH9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9880.degrees latitude (g = 980.6199 gals.).
 AH9880
 AH9880.The modeled gravity was interpolated from observed gravity values.
 AH9880
 AH9880;                    North         East    Units  Estimated Accuracy
 AH9880;SPC MN N     -   196,010.      580,960.      MT  (+/- 180 meters Scaled)
 AH9880
 AH9880                          SUPERSEDED SURVEY CONTROL
 AH9880
 AH9880.No superseded survey control is available for this station.
 AH9880
 AH9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN734458(NAD 83)
 AH9880
 AH9880_MARKER: DB = BENCH MARK DISK
 AH9880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9880_STAMPING: 4401 D 1948
 AH9880_MARK LOGO: MNDT  
 AH9880_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9880+STABILITY: SURFACE MOTION
 AH9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9880+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 AH9880
 AH9880  HISTORY     - Date     Condition        Report By
 AH9880  HISTORY     - 1948     MONUMENTED       MNDT
 AH9880  HISTORY     - 19920817 GOOD             MNDT
 AH9880
 AH9880                          STATION DESCRIPTION
 AH9880
 AH9880'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9880'1.5 MI (2.4 KM) WEST OF MAHNOMEN, 1.5 MI (2.4 KM) WEST ALONG TH 200
 AH9880'FROM JCT TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP 45.2, 60.5 FT
 AH9880'(18.4 M) SOUTH OF TH 200, 39 FT (11.9 M) EAST OF TWP RD SOUTH, 5.5 FT
 AH9880'(1.7 M) NE OF P-POLE, AND 0.4 FT (12.2 CM) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9882 ***********************************************************************
 AH9882  DESIGNATION -  4401 F
 AH9882  PID         -  AH9882
 AH9882  STATE/COUNTY-  MN/MAHNOMEN
 AH9882  COUNTRY     -  US
 AH9882  USGS QUAD   -  FAITH (1966)
 AH9882
 AH9882                         *CURRENT SURVEY CONTROL
 AH9882  ______________________________________________________________________
 AH9882* NAD 83(1986) POSITION- 47 19 30.     (N) 096 03 19.     (W)   SCALED    
 AH9882* NAVD 88 ORTHO HEIGHT -   352.902  (meters)    1157.81  (feet) ADJUSTED  
 AH9882  ______________________________________________________________________
 AH9882  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 AH9882  DYNAMIC HEIGHT  -        352.948 (meters)     1157.96  (feet) COMP
 AH9882  MODELED GRAVITY -    980,733.3   (mgal)                       NAVD 88
 AH9882
 AH9882  VERT ORDER      -  SECOND    CLASS I
 AH9882
 AH9882.The horizontal coordinates were scaled from a topographic map and have
 AH9882.an estimated accuracy of +/- 6 seconds.
 AH9882.
 AH9882.The orthometric height was determined by differential leveling and
 AH9882.adjusted in June 2004.
 AH9882
 AH9882.The dynamic height is computed by dividing the NAVD 88
 AH9882.geopotential number by the normal gravity value computed on the
 AH9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9882.degrees latitude (g = 980.6199 gals.).
 AH9882
 AH9882.The modeled gravity was interpolated from observed gravity values.
 AH9882
 AH9882;                    North         East    Units  Estimated Accuracy
 AH9882;SPC MN N     -   195,990.      576,670.      MT  (+/- 180 meters Scaled)
 AH9882
 AH9882                          SUPERSEDED SURVEY CONTROL
 AH9882
 AH9882.No superseded survey control is available for this station.
 AH9882
 AH9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT225454(NAD 83)
 AH9882
 AH9882_MARKER: DV = VERTICAL CONTROL DISK
 AH9882_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9882_SP_SET: BRIDGE ABUTMENT
 AH9882_STAMPING: 4401 F 1992
 AH9882_MARK LOGO: MNDT  
 AH9882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9882+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9882
 AH9882  HISTORY     - Date     Condition        Report By
 AH9882  HISTORY     - 1992     MONUMENTED       MNDT
 AH9882
 AH9882                          STATION DESCRIPTION
 AH9882
 AH9882'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9882'THE MARK IS SET IN SE COR OF BRDG ABUT OVER MARSH CREEK, 4 MI (6.4 KM)
 AH9882'WEST OF MAHNOMEN, 4.0 MI (6.4 KM) WEST ALONG TH 200 FROM JCT OF TH 200
 AH9882'AND TH 59 IN MAHNOMEN, AT TH 200 MP 42.4, 16 FT (4.9 M) SOUTH OF TH
 AH9882'200.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9878 ***********************************************************************
 AH9878  DESIGNATION -  4402 A
 AH9878  PID         -  AH9878
 AH9878  STATE/COUNTY-  MN/MAHNOMEN
 AH9878  COUNTRY     -  US
 AH9878  USGS QUAD   -  MAHNOMEN (1969)
 AH9878
 AH9878                         *CURRENT SURVEY CONTROL
 AH9878  ______________________________________________________________________
 AH9878* NAD 83(1986) POSITION- 47 19 30.     (N) 095 56 49.     (W)   SCALED    
 AH9878* NAVD 88 ORTHO HEIGHT -   370.008  (meters)    1213.93  (feet) ADJUSTED  
 AH9878  ______________________________________________________________________
 AH9878  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 AH9878  DYNAMIC HEIGHT  -        370.056 (meters)     1214.09  (feet) COMP
 AH9878  MODELED GRAVITY -    980,731.4   (mgal)                       NAVD 88
 AH9878
 AH9878  VERT ORDER      -  SECOND    CLASS I
 AH9878
 AH9878.The horizontal coordinates were scaled from a topographic map and have
 AH9878.an estimated accuracy of +/- 6 seconds.
 AH9878.
 AH9878.The orthometric height was determined by differential leveling and
 AH9878.adjusted in June 2004.
 AH9878
 AH9878.The dynamic height is computed by dividing the NAVD 88
 AH9878.geopotential number by the normal gravity value computed on the
 AH9878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9878.degrees latitude (g = 980.6199 gals.).
 AH9878
 AH9878.The modeled gravity was interpolated from observed gravity values.
 AH9878
 AH9878;                    North         East    Units  Estimated Accuracy
 AH9878;SPC MN N     -   195,680.      584,850.      MT  (+/- 180 meters Scaled)
 AH9878
 AH9878                          SUPERSEDED SURVEY CONTROL
 AH9878
 AH9878.No superseded survey control is available for this station.
 AH9878
 AH9878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN773454(NAD 83)
 AH9878
 AH9878_MARKER: DB = BENCH MARK DISK
 AH9878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9878_SP_SET: BRIDGE ABUTMENT
 AH9878_STAMPING: 4402 A 1974
 AH9878_MARK LOGO: MNDT  
 AH9878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9878+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1992
 AH9878
 AH9878  HISTORY     - Date     Condition        Report By
 AH9878  HISTORY     - 1974     MONUMENTED       MNDT
 AH9878  HISTORY     - 19920817 GOOD             MNDT
 AH9878
 AH9878                          STATION DESCRIPTION
 AH9878
 AH9878'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9878'THE MARK IS 1 MI (1.6 KM) EAST OF MAHNOMEN, 1.0 MI (1.6 KM) EAST ALONG
 AH9878'TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP 47.6, IN
 AH9878'SE COR BRDG 44001 OVER WILD RICE RIVER, AND 26.4 FT (8.0 M) SOUTH OF
 AH9878'TH 200.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9863 ***********************************************************************
 AH9863  DESIGNATION -  4402 B
 AH9863  PID         -  AH9863
 AH9863  STATE/COUNTY-  MN/MAHNOMEN
 AH9863  COUNTRY     -  US
 AH9863  USGS QUAD   -  ROY LAKE (1969)
 AH9863
 AH9863                         *CURRENT SURVEY CONTROL
 AH9863  ______________________________________________________________________
 AH9863* NAD 83(1986) POSITION- 47 19 35.     (N) 095 33 33.     (W)   SCALED    
 AH9863* NAVD 88 ORTHO HEIGHT -   454.803  (meters)    1492.13  (feet) ADJUSTED  
 AH9863  ______________________________________________________________________
 AH9863  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 AH9863  DYNAMIC HEIGHT  -        454.837 (meters)     1492.24  (feet) COMP
 AH9863  MODELED GRAVITY -    980,674.7   (mgal)                       NAVD 88
 AH9863
 AH9863  VERT ORDER      -  SECOND    CLASS I
 AH9863
 AH9863.The horizontal coordinates were scaled from a topographic map and have
 AH9863.an estimated accuracy of +/- 6 seconds.
 AH9863.
 AH9863.The orthometric height was determined by differential leveling and
 AH9863.adjusted in June 2004.
 AH9863
 AH9863.The dynamic height is computed by dividing the NAVD 88
 AH9863.geopotential number by the normal gravity value computed on the
 AH9863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9863.degrees latitude (g = 980.6199 gals.).
 AH9863
 AH9863.The modeled gravity was interpolated from observed gravity values.
 AH9863
 AH9863;                    North         East    Units  Estimated Accuracy
 AH9863;SPC MN N     -   194,830.      614,150.      MT  (+/- 180 meters Scaled)
 AH9863
 AH9863                          SUPERSEDED SURVEY CONTROL
 AH9863
 AH9863.No superseded survey control is available for this station.
 AH9863
 AH9863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN066446(NAD 83)
 AH9863
 AH9863_MARKER: DV = VERTICAL CONTROL DISK
 AH9863_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9863_SP_SET: BOX CULVERT
 AH9863_STAMPING: 4402 B 1992
 AH9863_MARK LOGO: MNDT  
 AH9863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9863+STABILITY: SURFACE MOTION
 AH9863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9863+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9863
 AH9863  HISTORY     - Date     Condition        Report By
 AH9863  HISTORY     - 1992     MONUMENTED       MNDT
 AH9863
 AH9863                          STATION DESCRIPTION
 AH9863
 AH9863'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9863'THE MARK IS 0.25 MI (0.40 KM) WEST OF ROY LAKE, 0.25 MI (0.40 KM) WEST
 AH9863'ALONG TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP
 AH9863'65.85, 14.5 FT (4.4 M) SOUTH OF TH 200, 0.5 FT (15.2 CM) EAST OF WEST
 AH9863'END OF BOX CULV, AND 1.7 FT (0.5 M) ENE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9864 ***********************************************************************
 AH9864  DESIGNATION -  4402 C
 AH9864  PID         -  AH9864
 AH9864  STATE/COUNTY-  MN/MAHNOMEN
 AH9864  COUNTRY     -  US
 AH9864  USGS QUAD   -  ROY LAKE (1969)
 AH9864
 AH9864                         *CURRENT SURVEY CONTROL
 AH9864  ______________________________________________________________________
 AH9864* NAD 83(1986) POSITION- 47 19 30.     (N) 095 34 23.     (W)   SCALED    
 AH9864* NAVD 88 ORTHO HEIGHT -   453.535  (meters)    1487.97  (feet) ADJUSTED  
 AH9864  ______________________________________________________________________
 AH9864  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH9864  DYNAMIC HEIGHT  -        453.570 (meters)     1488.09  (feet) COMP
 AH9864  MODELED GRAVITY -    980,675.9   (mgal)                       NAVD 88
 AH9864
 AH9864  VERT ORDER      -  SECOND    CLASS I
 AH9864
 AH9864.The horizontal coordinates were scaled from a topographic map and have
 AH9864.an estimated accuracy of +/- 6 seconds.
 AH9864.
 AH9864.The orthometric height was determined by differential leveling and
 AH9864.adjusted in June 2004.
 AH9864
 AH9864.The dynamic height is computed by dividing the NAVD 88
 AH9864.geopotential number by the normal gravity value computed on the
 AH9864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9864.degrees latitude (g = 980.6199 gals.).
 AH9864
 AH9864.The modeled gravity was interpolated from observed gravity values.
 AH9864
 AH9864;                    North         East    Units  Estimated Accuracy
 AH9864;SPC MN N     -   194,710.      613,100.      MT  (+/- 180 meters Scaled)
 AH9864
 AH9864                          SUPERSEDED SURVEY CONTROL
 AH9864
 AH9864.No superseded survey control is available for this station.
 AH9864
 AH9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN055444(NAD 83)
 AH9864
 AH9864_MARKER: DV = VERTICAL CONTROL DISK
 AH9864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9864_STAMPING: 4402 C 1992
 AH9864_MARK LOGO: MNDT  
 AH9864_PROJECTION: FLUSH
 AH9864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9864+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9864_ROD/PIPE-DEPTH: 24.4 meters
 AH9864
 AH9864  HISTORY     - Date     Condition        Report By
 AH9864  HISTORY     - 1992     MONUMENTED       MNDT
 AH9864
 AH9864                          STATION DESCRIPTION
 AH9864
 AH9864'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9864'THE MARK IS 1 MI (1.6 KM) WEST OF ROY LAKE, 1.0 MI (1.6 KM) WEST ALONG
 AH9864'TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP 65.15,
 AH9864'51.5 FT (15.7 M) SOUTH OF TH 200, 34.5 FT (10.5 M) WEST OF ENT, 3 FT
 AH9864'(0.9 M) EAST OF P-POLE, AND 1.0 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9866 ***********************************************************************
 AH9866  DESIGNATION -  4402 D
 AH9866  PID         -  AH9866
 AH9866  STATE/COUNTY-  MN/MAHNOMEN
 AH9866  COUNTRY     -  US
 AH9866  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9866
 AH9866                         *CURRENT SURVEY CONTROL
 AH9866  ______________________________________________________________________
 AH9866* NAD 83(1986) POSITION- 47 19 26.     (N) 095 38 05.     (W)   SCALED    
 AH9866* NAVD 88 ORTHO HEIGHT -   470.665  (meters)    1544.17  (feet) ADJUSTED  
 AH9866  ______________________________________________________________________
 AH9866  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AH9866  DYNAMIC HEIGHT  -        470.705 (meters)     1544.30  (feet) COMP
 AH9866  MODELED GRAVITY -    980,683.6   (mgal)                       NAVD 88
 AH9866
 AH9866  VERT ORDER      -  SECOND    CLASS I
 AH9866
 AH9866.The horizontal coordinates were scaled from a topographic map and have
 AH9866.an estimated accuracy of +/- 6 seconds.
 AH9866.
 AH9866.The orthometric height was determined by differential leveling and
 AH9866.adjusted in June 2004.
 AH9866
 AH9866.The dynamic height is computed by dividing the NAVD 88
 AH9866.geopotential number by the normal gravity value computed on the
 AH9866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9866.degrees latitude (g = 980.6199 gals.).
 AH9866
 AH9866.The modeled gravity was interpolated from observed gravity values.
 AH9866
 AH9866;                    North         East    Units  Estimated Accuracy
 AH9866;SPC MN N     -   194,740.      608,430.      MT  (+/- 180 meters Scaled)
 AH9866
 AH9866                          SUPERSEDED SURVEY CONTROL
 AH9866
 AH9866.No superseded survey control is available for this station.
 AH9866
 AH9866_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN009445(NAD 83)
 AH9866
 AH9866_MARKER: DV = VERTICAL CONTROL DISK
 AH9866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9866_STAMPING: 4402 D 1992
 AH9866_MARK LOGO: MNDT  
 AH9866_PROJECTION: RECESSED 5 CENTIMETERS
 AH9866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9866+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9866_ROD/PIPE-DEPTH:  4.6 meters
 AH9866
 AH9866  HISTORY     - Date     Condition        Report By
 AH9866  HISTORY     - 1992     MONUMENTED       MNDT
 AH9866
 AH9866                          STATION DESCRIPTION
 AH9866
 AH9866'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9866'THE MARK IS 4 MI (6.4 KM) WEST OF ROY LAKE, 3.9 MI (6.3 KM) WEST ALONG
 AH9866'TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP 62.25,
 AH9866'46.5 FT (14.2 M) NORTH OF TH 200, 10 FT (3.0 M) WEST OF ENT, AND 1.7
 AH9866'FT (0.5 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9867 ***********************************************************************
 AH9867  DESIGNATION -  4402 E
 AH9867  PID         -  AH9867
 AH9867  STATE/COUNTY-  MN/MAHNOMEN
 AH9867  COUNTRY     -  US
 AH9867  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9867
 AH9867                         *CURRENT SURVEY CONTROL
 AH9867  ______________________________________________________________________
 AH9867* NAD 83(1986) POSITION- 47 19 25.     (N) 095 38 56.     (W)   SCALED    
 AH9867* NAVD 88 ORTHO HEIGHT -   475.434  (meters)    1559.82  (feet) ADJUSTED  
 AH9867  ______________________________________________________________________
 AH9867  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AH9867  DYNAMIC HEIGHT  -        475.475 (meters)     1559.95  (feet) COMP
 AH9867  MODELED GRAVITY -    980,685.3   (mgal)                       NAVD 88
 AH9867
 AH9867  VERT ORDER      -  SECOND    CLASS I
 AH9867
 AH9867.The horizontal coordinates were scaled from a topographic map and have
 AH9867.an estimated accuracy of +/- 6 seconds.
 AH9867.
 AH9867.The orthometric height was determined by differential leveling and
 AH9867.adjusted in June 2004.
 AH9867
 AH9867.The dynamic height is computed by dividing the NAVD 88
 AH9867.geopotential number by the normal gravity value computed on the
 AH9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9867.degrees latitude (g = 980.6199 gals.).
 AH9867
 AH9867.The modeled gravity was interpolated from observed gravity values.
 AH9867
 AH9867;                    North         East    Units  Estimated Accuracy
 AH9867;SPC MN N     -   194,740.      607,360.      MT  (+/- 180 meters Scaled)
 AH9867
 AH9867                          SUPERSEDED SURVEY CONTROL
 AH9867
 AH9867.No superseded survey control is available for this station.
 AH9867
 AH9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN998445(NAD 83)
 AH9867
 AH9867_MARKER: DV = VERTICAL CONTROL DISK
 AH9867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9867_STAMPING: 4402 E 1992
 AH9867_MARK LOGO: MNDT  
 AH9867_PROJECTION: FLUSH
 AH9867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9867+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9867_ROD/PIPE-DEPTH:  7.6 meters
 AH9867
 AH9867  HISTORY     - Date     Condition        Report By
 AH9867  HISTORY     - 1992     MONUMENTED       MNDT
 AH9867
 AH9867                          STATION DESCRIPTION
 AH9867
 AH9867'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9867'THE MARK IS 4.5 MI (7.2 KM) WEST OF ROY LAKE, 4.6 MI (7.4 KM) WEST
 AH9867'ALONG TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP
 AH9867'61.6, 52.5 FT (16.0 M) SOUTH OF TH 200, 15 FT (4.6 M) WEST OF ENT, 3
 AH9867'FT (0.9 M) NORTH OF P-POLE, AND 2.0 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9868 ***********************************************************************
 AH9868  DESIGNATION -  4402 F
 AH9868  PID         -  AH9868
 AH9868  STATE/COUNTY-  MN/MAHNOMEN
 AH9868  COUNTRY     -  US
 AH9868  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9868
 AH9868                         *CURRENT SURVEY CONTROL
 AH9868  ______________________________________________________________________
 AH9868* NAD 83(1986) POSITION- 47 19 25.     (N) 095 41 45.     (W)   SCALED    
 AH9868* NAVD 88 ORTHO HEIGHT -   441.946  (meters)    1449.95  (feet) ADJUSTED  
 AH9868  ______________________________________________________________________
 AH9868  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AH9868  DYNAMIC HEIGHT  -        441.987 (meters)     1450.09  (feet) COMP
 AH9868  MODELED GRAVITY -    980,692.0   (mgal)                       NAVD 88
 AH9868
 AH9868  VERT ORDER      -  SECOND    CLASS I
 AH9868
 AH9868.The horizontal coordinates were scaled from a topographic map and have
 AH9868.an estimated accuracy of +/- 6 seconds.
 AH9868.
 AH9868.The orthometric height was determined by differential leveling and
 AH9868.adjusted in June 2004.
 AH9868
 AH9868.The dynamic height is computed by dividing the NAVD 88
 AH9868.geopotential number by the normal gravity value computed on the
 AH9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9868.degrees latitude (g = 980.6199 gals.).
 AH9868
 AH9868.The modeled gravity was interpolated from observed gravity values.
 AH9868
 AH9868;                    North         East    Units  Estimated Accuracy
 AH9868;SPC MN N     -   194,860.      603,820.      MT  (+/- 180 meters Scaled)
 AH9868
 AH9868                          SUPERSEDED SURVEY CONTROL
 AH9868
 AH9868.No superseded survey control is available for this station.
 AH9868
 AH9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN962446(NAD 83)
 AH9868
 AH9868_MARKER: DV = VERTICAL CONTROL DISK
 AH9868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9868_STAMPING: 4402 F 1992
 AH9868_MARK LOGO: MNDT  
 AH9868_PROJECTION: FLUSH
 AH9868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9868+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9868_ROD/PIPE-DEPTH: 13.7 meters
 AH9868
 AH9868  HISTORY     - Date     Condition        Report By
 AH9868  HISTORY     - 1992     MONUMENTED       MNDT
 AH9868
 AH9868                          STATION DESCRIPTION
 AH9868
 AH9868'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9868'THE MARK IS 6.8 MI (10.9 KM) WEST OF ROY LAKE, 6.8 MI (10.9 KM) WEST
 AH9868'ALONG TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP
 AH9868'59.4, 53 FT (16.2 M) SOUTH OF TH 200, 38 FT (11.6 M) EAST OF ENT, 310
 AH9868'FT (94.5 M) SOUTH OF FENCE, 1.8 FT (0.5 M) NORTH OF P-POLE, AND 1.8 FT
 AH9868'(0.5 M) NW OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9869 ***********************************************************************
 AH9869  DESIGNATION -  4402 G
 AH9869  PID         -  AH9869
 AH9869  STATE/COUNTY-  MN/MAHNOMEN
 AH9869  COUNTRY     -  US
 AH9869  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9869
 AH9869                         *CURRENT SURVEY CONTROL
 AH9869  ______________________________________________________________________
 AH9869* NAD 83(1986) POSITION- 47 19 26.     (N) 095 43 00.     (W)   SCALED    
 AH9869* NAVD 88 ORTHO HEIGHT -   410.063  (meters)    1345.35  (feet) ADJUSTED  
 AH9869  ______________________________________________________________________
 AH9869  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AH9869  DYNAMIC HEIGHT  -        410.101 (meters)     1345.47  (feet) COMP
 AH9869  MODELED GRAVITY -    980,695.3   (mgal)                       NAVD 88
 AH9869
 AH9869  VERT ORDER      -  SECOND    CLASS I
 AH9869
 AH9869.The horizontal coordinates were scaled from a topographic map and have
 AH9869.an estimated accuracy of +/- 6 seconds.
 AH9869.
 AH9869.The orthometric height was determined by differential leveling and
 AH9869.adjusted in June 2004.
 AH9869
 AH9869.The dynamic height is computed by dividing the NAVD 88
 AH9869.geopotential number by the normal gravity value computed on the
 AH9869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9869.degrees latitude (g = 980.6199 gals.).
 AH9869
 AH9869.The modeled gravity was interpolated from observed gravity values.
 AH9869
 AH9869;                    North         East    Units  Estimated Accuracy
 AH9869;SPC MN N     -   194,940.      602,240.      MT  (+/- 180 meters Scaled)
 AH9869
 AH9869                          SUPERSEDED SURVEY CONTROL
 AH9869
 AH9869.No superseded survey control is available for this station.
 AH9869
 AH9869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN947447(NAD 83)
 AH9869
 AH9869_MARKER: DV = VERTICAL CONTROL DISK
 AH9869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9869_STAMPING: 4402 G 1992
 AH9869_MARK LOGO: MNDT  
 AH9869_PROJECTION: FLUSH
 AH9869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9869+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9869_ROD/PIPE-DEPTH:  4.6 meters
 AH9869
 AH9869  HISTORY     - Date     Condition        Report By
 AH9869  HISTORY     - 1992     MONUMENTED       MNDT
 AH9869
 AH9869                          STATION DESCRIPTION
 AH9869
 AH9869'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9869'THE MARK IS 7.6 MI (12.2 KM) WEST OF ROY LAKE, 7.6 MI (12.2 KM) WEST
 AH9869'ALONG TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP
 AH9869'58.6, 61 FT (18.6 M) NORTH OF TH 200, 9 FT (2.7 M) NNE OF P-POLE, 5.5
 AH9869'FT (1.7 M) WEST OF ENT, 3 FT (0.9 M) SOUTH OF GATE POST, AND 2.2 FT
 AH9869'(0.7 M) NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9870 ***********************************************************************
 AH9870  DESIGNATION -  4402 H
 AH9870  PID         -  AH9870
 AH9870  STATE/COUNTY-  MN/MAHNOMEN
 AH9870  COUNTRY     -  US
 AH9870  USGS QUAD   -  NORTH TWIN LAKE (1981)
 AH9870
 AH9870                         *CURRENT SURVEY CONTROL
 AH9870  ______________________________________________________________________
 AH9870* NAD 83(1986) POSITION- 47 19 28.     (N) 095 43 53.     (W)   SCALED    
 AH9870* NAVD 88 ORTHO HEIGHT -   411.624  (meters)    1350.47  (feet) ADJUSTED  
 AH9870  ______________________________________________________________________
 AH9870  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 AH9870  DYNAMIC HEIGHT  -        411.664 (meters)     1350.60  (feet) COMP
 AH9870  MODELED GRAVITY -    980,696.8   (mgal)                       NAVD 88
 AH9870
 AH9870  VERT ORDER      -  SECOND    CLASS I
 AH9870
 AH9870.The horizontal coordinates were scaled from a topographic map and have
 AH9870.an estimated accuracy of +/- 6 seconds.
 AH9870.
 AH9870.The orthometric height was determined by differential leveling and
 AH9870.adjusted in June 2004.
 AH9870
 AH9870.The dynamic height is computed by dividing the NAVD 88
 AH9870.geopotential number by the normal gravity value computed on the
 AH9870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9870.degrees latitude (g = 980.6199 gals.).
 AH9870
 AH9870.The modeled gravity was interpolated from observed gravity values.
 AH9870
 AH9870;                    North         East    Units  Estimated Accuracy
 AH9870;SPC MN N     -   195,040.      601,130.      MT  (+/- 180 meters Scaled)
 AH9870
 AH9870                          SUPERSEDED SURVEY CONTROL
 AH9870
 AH9870.No superseded survey control is available for this station.
 AH9870
 AH9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN936448(NAD 83)
 AH9870
 AH9870_MARKER: DV = VERTICAL CONTROL DISK
 AH9870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9870_STAMPING: 4402 H 1992
 AH9870_MARK LOGO: MNDT  
 AH9870_PROJECTION: RECESSED 3 CENTIMETERS
 AH9870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9870+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9870_ROD/PIPE-DEPTH:  4.6 meters
 AH9870
 AH9870  HISTORY     - Date     Condition        Report By
 AH9870  HISTORY     - 1992     MONUMENTED       MNDT
 AH9870
 AH9870                          STATION DESCRIPTION
 AH9870
 AH9870'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9870'THE MARK IS 8.5 MI (13.7 KM) WEST OF ROY LAKE, 8.5 MI (13.7 KM) WEST
 AH9870'ALONG TH 200 FROM JCT OF TH 200 AND CO RD 7 IN ROY LAKE, AT TH 200 MP
 AH9870'57.8, 48 FT (14.6 M) SOUTH OF TH 200, 11 FT (3.4 M) WEST OF ENT, 3 FT
 AH9870'(0.9 M) SW OF WEST GATE POST, 2.3 FT (0.7 M) SOUTH OF FENCE LINE, AND
 AH9870'1.9 FT (0.6 M) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9871 ***********************************************************************
 AH9871  DESIGNATION -  4402 J
 AH9871  PID         -  AH9871
 AH9871  STATE/COUNTY-  MN/MAHNOMEN
 AH9871  COUNTRY     -  US
 AH9871  USGS QUAD   -  BEAULIEU (1969)
 AH9871
 AH9871                         *CURRENT SURVEY CONTROL
 AH9871  ______________________________________________________________________
 AH9871* NAD 83(1986) POSITION- 47 19 26.     (N) 095 45 22.     (W)   SCALED    
 AH9871* NAVD 88 ORTHO HEIGHT -   417.935  (meters)    1371.18  (feet) ADJUSTED  
 AH9871  ______________________________________________________________________
 AH9871  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 AH9871  DYNAMIC HEIGHT  -        417.975 (meters)     1371.31  (feet) COMP
 AH9871  MODELED GRAVITY -    980,697.4   (mgal)                       NAVD 88
 AH9871
 AH9871  VERT ORDER      -  SECOND    CLASS I
 AH9871
 AH9871.The horizontal coordinates were scaled from a topographic map and have
 AH9871.an estimated accuracy of +/- 6 seconds.
 AH9871.
 AH9871.The orthometric height was determined by differential leveling and
 AH9871.adjusted in June 2004.
 AH9871
 AH9871.The dynamic height is computed by dividing the NAVD 88
 AH9871.geopotential number by the normal gravity value computed on the
 AH9871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9871.degrees latitude (g = 980.6199 gals.).
 AH9871
 AH9871.The modeled gravity was interpolated from observed gravity values.
 AH9871
 AH9871;                    North         East    Units  Estimated Accuracy
 AH9871;SPC MN N     -   195,040.      599,260.      MT  (+/- 180 meters Scaled)
 AH9871
 AH9871                          SUPERSEDED SURVEY CONTROL
 AH9871
 AH9871.No superseded survey control is available for this station.
 AH9871
 AH9871_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN917448(NAD 83)
 AH9871
 AH9871_MARKER: DV = VERTICAL CONTROL DISK
 AH9871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9871_STAMPING: 4402 J 1992
 AH9871_MARK LOGO: MNDT  
 AH9871_PROJECTION: FLUSH
 AH9871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9871+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9871_ROD/PIPE-DEPTH:  4.6 meters
 AH9871
 AH9871  HISTORY     - Date     Condition        Report By
 AH9871  HISTORY     - 1992     MONUMENTED       MNDT
 AH9871
 AH9871                          STATION DESCRIPTION
 AH9871
 AH9871'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9871'THE MARK IS 9.75 MI (15.69 KM) EAST OF MAHNOMEN, 9.75 MI (15.69 KM)
 AH9871'EAST ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH MP
 AH9871'56.45, 170 FT (51.8 M) SOUTH OF TH 200, 22.5 FT (6.9 M) EAST OF ENT,
 AH9871'1.5 FT (0.5 M) WEST OF P-POLE, AND 1.2 FT (0.4 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9872 ***********************************************************************
 AH9872  DESIGNATION -  4402 K
 AH9872  PID         -  AH9872
 AH9872  STATE/COUNTY-  MN/MAHNOMEN
 AH9872  COUNTRY     -  US
 AH9872  USGS QUAD   -  BEAULIEU (1969)
 AH9872
 AH9872                         *CURRENT SURVEY CONTROL
 AH9872  ______________________________________________________________________
 AH9872* NAD 83(1986) POSITION- 47 19 30.     (N) 095 46 36.     (W)   SCALED    
 AH9872* NAVD 88 ORTHO HEIGHT -   399.866  (meters)    1311.89  (feet) ADJUSTED  
 AH9872  ______________________________________________________________________
 AH9872  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 AH9872  DYNAMIC HEIGHT  -        399.905 (meters)     1312.02  (feet) COMP
 AH9872  MODELED GRAVITY -    980,698.6   (mgal)                       NAVD 88
 AH9872
 AH9872  VERT ORDER      -  SECOND    CLASS I
 AH9872
 AH9872.The horizontal coordinates were scaled from a topographic map and have
 AH9872.an estimated accuracy of +/- 6 seconds.
 AH9872.
 AH9872.The orthometric height was determined by differential leveling and
 AH9872.adjusted in June 2004.
 AH9872
 AH9872.The dynamic height is computed by dividing the NAVD 88
 AH9872.geopotential number by the normal gravity value computed on the
 AH9872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9872.degrees latitude (g = 980.6199 gals.).
 AH9872
 AH9872.The modeled gravity was interpolated from observed gravity values.
 AH9872
 AH9872;                    North         East    Units  Estimated Accuracy
 AH9872;SPC MN N     -   195,220.      597,710.      MT  (+/- 180 meters Scaled)
 AH9872
 AH9872                          SUPERSEDED SURVEY CONTROL
 AH9872
 AH9872.No superseded survey control is available for this station.
 AH9872
 AH9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN901450(NAD 83)
 AH9872
 AH9872_MARKER: DV = VERTICAL CONTROL DISK
 AH9872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9872_STAMPING: 4402 K 1992
 AH9872_MARK LOGO: MNDT  
 AH9872_PROJECTION: FLUSH
 AH9872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9872+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9872_ROD/PIPE-DEPTH:  6.1 meters
 AH9872
 AH9872  HISTORY     - Date     Condition        Report By
 AH9872  HISTORY     - 1992     MONUMENTED       MNDT
 AH9872
 AH9872                          STATION DESCRIPTION
 AH9872
 AH9872'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9872'THE MARK IS 9 MI (14.5 KM) EAST OF MAHNOMEN, 9.0 MI (14.5 KM) EAST
 AH9872'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH MP 55.7,
 AH9872'95.5 FT (29.1 M) SOUTH OF TH 200, 4.7 FT (1.4 M) NNE OF 24 INCH
 AH9872'COTTONWOOD TREE, AND 1.0 FT (0.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9873 ***********************************************************************
 AH9873  DESIGNATION -  4402 L
 AH9873  PID         -  AH9873
 AH9873  STATE/COUNTY-  MN/MAHNOMEN
 AH9873  COUNTRY     -  US
 AH9873  USGS QUAD   -  BEAULIEU (1969)
 AH9873
 AH9873                         *CURRENT SURVEY CONTROL
 AH9873  ______________________________________________________________________
 AH9873* NAD 83(1986) POSITION- 47 19 30.     (N) 095 47 22.     (W)   SCALED    
 AH9873* NAVD 88 ORTHO HEIGHT -   404.621  (meters)    1327.49  (feet) ADJUSTED  
 AH9873  ______________________________________________________________________
 AH9873  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 AH9873  DYNAMIC HEIGHT  -        404.661 (meters)     1327.63  (feet) COMP
 AH9873  MODELED GRAVITY -    980,699.2   (mgal)                       NAVD 88
 AH9873
 AH9873  VERT ORDER      -  SECOND    CLASS I
 AH9873
 AH9873.The horizontal coordinates were scaled from a topographic map and have
 AH9873.an estimated accuracy of +/- 6 seconds.
 AH9873.
 AH9873.The orthometric height was determined by differential leveling and
 AH9873.adjusted in June 2004.
 AH9873
 AH9873.The dynamic height is computed by dividing the NAVD 88
 AH9873.geopotential number by the normal gravity value computed on the
 AH9873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9873.degrees latitude (g = 980.6199 gals.).
 AH9873
 AH9873.The modeled gravity was interpolated from observed gravity values.
 AH9873
 AH9873;                    North         East    Units  Estimated Accuracy
 AH9873;SPC MN N     -   195,250.      596,750.      MT  (+/- 180 meters Scaled)
 AH9873
 AH9873                          SUPERSEDED SURVEY CONTROL
 AH9873
 AH9873.No superseded survey control is available for this station.
 AH9873
 AH9873_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN892450(NAD 83)
 AH9873
 AH9873_MARKER: DV = VERTICAL CONTROL DISK
 AH9873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9873_STAMPING: 4402 L 1992
 AH9873_MARK LOGO: MNDT  
 AH9873_PROJECTION: FLUSH
 AH9873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9873+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9873_ROD/PIPE-DEPTH:  6.1 meters
 AH9873
 AH9873  HISTORY     - Date     Condition        Report By
 AH9873  HISTORY     - 1992     MONUMENTED       MNDT
 AH9873
 AH9873                          STATION DESCRIPTION
 AH9873
 AH9873'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9873'THE MARK IS 8.5 MI (13.7 KM) EAST OF MAHNOMEN, 8.5 MI (13.7 KM) EAST
 AH9873'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP
 AH9873'54.9, 66.5 FT (20.3 M) NORTH OF TH 200, AND 1.3 FT (0.4 M) WEST OF WIT
 AH9873'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9874 ***********************************************************************
 AH9874  DESIGNATION -  4402 M
 AH9874  PID         -  AH9874
 AH9874  STATE/COUNTY-  MN/MAHNOMEN
 AH9874  COUNTRY     -  US
 AH9874  USGS QUAD   -  BEAULIEU (1969)
 AH9874
 AH9874                         *CURRENT SURVEY CONTROL
 AH9874  ______________________________________________________________________
 AH9874* NAD 83(1986) POSITION- 47 19 27.     (N) 095 49 32.     (W)   SCALED    
 AH9874* NAVD 88 ORTHO HEIGHT -   384.077  (meters)    1260.09  (feet) ADJUSTED  
 AH9874  ______________________________________________________________________
 AH9874  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 AH9874  DYNAMIC HEIGHT  -        384.115 (meters)     1260.22  (feet) COMP
 AH9874  MODELED GRAVITY -    980,701.2   (mgal)                       NAVD 88
 AH9874
 AH9874  VERT ORDER      -  SECOND    CLASS I
 AH9874
 AH9874.The horizontal coordinates were scaled from a topographic map and have
 AH9874.an estimated accuracy of +/- 6 seconds.
 AH9874.
 AH9874.The orthometric height was determined by differential leveling and
 AH9874.adjusted in June 2004.
 AH9874
 AH9874.The dynamic height is computed by dividing the NAVD 88
 AH9874.geopotential number by the normal gravity value computed on the
 AH9874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9874.degrees latitude (g = 980.6199 gals.).
 AH9874
 AH9874.The modeled gravity was interpolated from observed gravity values.
 AH9874
 AH9874;                    North         East    Units  Estimated Accuracy
 AH9874;SPC MN N     -   195,260.      594,020.      MT  (+/- 180 meters Scaled)
 AH9874
 AH9874                          SUPERSEDED SURVEY CONTROL
 AH9874
 AH9874.No superseded survey control is available for this station.
 AH9874
 AH9874_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN864450(NAD 83)
 AH9874
 AH9874_MARKER: DV = VERTICAL CONTROL DISK
 AH9874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9874_STAMPING: 4402 M 1992
 AH9874_MARK LOGO: MNDT  
 AH9874_PROJECTION: RECESSED 5 CENTIMETERS
 AH9874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9874+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9874_ROD/PIPE-DEPTH:  9.1 meters
 AH9874
 AH9874  HISTORY     - Date     Condition        Report By
 AH9874  HISTORY     - 1992     MONUMENTED       MNDT
 AH9874
 AH9874                          STATION DESCRIPTION
 AH9874
 AH9874'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9874'THE MARK IS 6.5 MI (10.5 KM) EAST OF MAHNOMEN, 6.5 MI (10.5 KM) EAST
 AH9874'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP
 AH9874'53.2, 88 FT (26.8 M) SOUTH OF TH 200, 44 FT (13.4 M) EAST OF GRAVEL
 AH9874'ROAD, 2 FT (0.6 M) WSW OF P-POLE, AND 1.6 FT (0.5 M) SOUTH OF WIT
 AH9874'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9875 ***********************************************************************
 AH9875  DESIGNATION -  4402 N
 AH9875  PID         -  AH9875
 AH9875  STATE/COUNTY-  MN/MAHNOMEN
 AH9875  COUNTRY     -  US
 AH9875  USGS QUAD   -  BEAULIEU (1969)
 AH9875
 AH9875                         *CURRENT SURVEY CONTROL
 AH9875  ______________________________________________________________________
 AH9875* NAD 83(1986) POSITION- 47 19 30.     (N) 095 50 49.     (W)   SCALED    
 AH9875* NAVD 88 ORTHO HEIGHT -   386.407  (meters)    1267.74  (feet) ADJUSTED  
 AH9875  ______________________________________________________________________
 AH9875  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 AH9875  DYNAMIC HEIGHT  -        386.447 (meters)     1267.87  (feet) COMP
 AH9875  MODELED GRAVITY -    980,704.4   (mgal)                       NAVD 88
 AH9875
 AH9875  VERT ORDER      -  SECOND    CLASS I
 AH9875
 AH9875.The horizontal coordinates were scaled from a topographic map and have
 AH9875.an estimated accuracy of +/- 6 seconds.
 AH9875.
 AH9875.The orthometric height was determined by differential leveling and
 AH9875.adjusted in June 2004.
 AH9875
 AH9875.The dynamic height is computed by dividing the NAVD 88
 AH9875.geopotential number by the normal gravity value computed on the
 AH9875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9875.degrees latitude (g = 980.6199 gals.).
 AH9875
 AH9875.The modeled gravity was interpolated from observed gravity values.
 AH9875
 AH9875;                    North         East    Units  Estimated Accuracy
 AH9875;SPC MN N     -   195,410.      592,400.      MT  (+/- 180 meters Scaled)
 AH9875
 AH9875                          SUPERSEDED SURVEY CONTROL
 AH9875
 AH9875.No superseded survey control is available for this station.
 AH9875
 AH9875_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN848452(NAD 83)
 AH9875
 AH9875_MARKER: DV = VERTICAL CONTROL DISK
 AH9875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9875_STAMPING: 4402 N 1992
 AH9875_MARK LOGO: MNDT  
 AH9875_PROJECTION: RECESSED 3 CENTIMETERS
 AH9875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9875+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9875_ROD/PIPE-DEPTH: 18.0 meters
 AH9875
 AH9875  HISTORY     - Date     Condition        Report By
 AH9875  HISTORY     - 1992     MONUMENTED       MNDT
 AH9875
 AH9875                          STATION DESCRIPTION
 AH9875
 AH9875'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9875'THE MARK IS 5.5 MI (8.9 KM) EAST OF MAHNOMEN, 5.5 MI (8.9 KM) EAST
 AH9875'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP
 AH9875'52.2, 89 FT (27.1 M) NORTH OF TH 200, 2.8 FT (0.9 M) EAST OF P-POLE,
 AH9875'AND 1.5 FT (0.5 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9876 ***********************************************************************
 AH9876  DESIGNATION -  4402 P
 AH9876  PID         -  AH9876
 AH9876  STATE/COUNTY-  MN/MAHNOMEN
 AH9876  COUNTRY     -  US
 AH9876  USGS QUAD   -  MAHNOMEN (1969)
 AH9876
 AH9876                         *CURRENT SURVEY CONTROL
 AH9876  ______________________________________________________________________
 AH9876* NAD 83(1986) POSITION- 47 19 32.     (N) 095 53 27.     (W)   SCALED    
 AH9876* NAVD 88 ORTHO HEIGHT -   377.562  (meters)    1238.72  (feet) ADJUSTED  
 AH9876  ______________________________________________________________________
 AH9876  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 AH9876  DYNAMIC HEIGHT  -        377.606 (meters)     1238.86  (feet) COMP
 AH9876  MODELED GRAVITY -    980,719.9   (mgal)                       NAVD 88
 AH9876
 AH9876  VERT ORDER      -  SECOND    CLASS I
 AH9876
 AH9876.The horizontal coordinates were scaled from a topographic map and have
 AH9876.an estimated accuracy of +/- 6 seconds.
 AH9876.
 AH9876.The orthometric height was determined by differential leveling and
 AH9876.adjusted in June 2004.
 AH9876
 AH9876.The dynamic height is computed by dividing the NAVD 88
 AH9876.geopotential number by the normal gravity value computed on the
 AH9876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9876.degrees latitude (g = 980.6199 gals.).
 AH9876
 AH9876.The modeled gravity was interpolated from observed gravity values.
 AH9876
 AH9876;                    North         East    Units  Estimated Accuracy
 AH9876;SPC MN N     -   195,590.      589,090.      MT  (+/- 180 meters Scaled)
 AH9876
 AH9876                          SUPERSEDED SURVEY CONTROL
 AH9876
 AH9876.No superseded survey control is available for this station.
 AH9876
 AH9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN815453(NAD 83)
 AH9876
 AH9876_MARKER: DV = VERTICAL CONTROL DISK
 AH9876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9876_STAMPING: 4402 P 1992
 AH9876_MARK LOGO: MNDT  
 AH9876_PROJECTION: FLUSH
 AH9876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9876+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9876_ROD/PIPE-DEPTH: 14.6 meters
 AH9876
 AH9876  HISTORY     - Date     Condition        Report By
 AH9876  HISTORY     - 1992     MONUMENTED       MNDT
 AH9876
 AH9876                          STATION DESCRIPTION
 AH9876
 AH9876'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9876'THE MARK IS 3.5 MI (5.6 KM) EAST OF MAHNOMEN, 3.5 MI (5.6 KM) EAST
 AH9876'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP
 AH9876'50.2, 53 FT (16.2 M) NORTH OF TH 200, 39 FT (11.9 M) WEST OF CO RD
 AH9876'131, 12 FT (3.7 M) WNW OF FENCE CORNER, 1.5 FT (0.5 M) NORTH OF FENCE
 AH9876'LINE, AND 3.3 FT (1.0 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9877 ***********************************************************************
 AH9877  DESIGNATION -  4402 Q
 AH9877  PID         -  AH9877
 AH9877  STATE/COUNTY-  MN/MAHNOMEN
 AH9877  COUNTRY     -  US
 AH9877  USGS QUAD   -  MAHNOMEN (1969)
 AH9877
 AH9877                         *CURRENT SURVEY CONTROL
 AH9877  ______________________________________________________________________
 AH9877* NAD 83(1986) POSITION- 47 19 34.     (N) 095 54 43.     (W)   SCALED    
 AH9877* NAVD 88 ORTHO HEIGHT -   376.897  (meters)    1236.54  (feet) ADJUSTED  
 AH9877  ______________________________________________________________________
 AH9877  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 AH9877  DYNAMIC HEIGHT  -        376.945 (meters)     1236.69  (feet) COMP
 AH9877  MODELED GRAVITY -    980,727.1   (mgal)                       NAVD 88
 AH9877
 AH9877  VERT ORDER      -  SECOND    CLASS I
 AH9877
 AH9877.The horizontal coordinates were scaled from a topographic map and have
 AH9877.an estimated accuracy of +/- 6 seconds.
 AH9877.
 AH9877.The orthometric height was determined by differential leveling and
 AH9877.adjusted in June 2004.
 AH9877
 AH9877.The dynamic height is computed by dividing the NAVD 88
 AH9877.geopotential number by the normal gravity value computed on the
 AH9877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9877.degrees latitude (g = 980.6199 gals.).
 AH9877
 AH9877.The modeled gravity was interpolated from observed gravity values.
 AH9877
 AH9877;                    North         East    Units  Estimated Accuracy
 AH9877;SPC MN N     -   195,710.      587,500.      MT  (+/- 180 meters Scaled)
 AH9877
 AH9877                          SUPERSEDED SURVEY CONTROL
 AH9877
 AH9877.No superseded survey control is available for this station.
 AH9877
 AH9877_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN799455(NAD 83)
 AH9877
 AH9877_MARKER: DV = VERTICAL CONTROL DISK
 AH9877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH9877_STAMPING: 4402 Q 1992
 AH9877_MARK LOGO: MNDT  
 AH9877_PROJECTION: RECESSED 3 CENTIMETERS
 AH9877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9877+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9877_ROD/PIPE-DEPTH:  7.0 meters
 AH9877
 AH9877  HISTORY     - Date     Condition        Report By
 AH9877  HISTORY     - 1992     MONUMENTED       MNDT
 AH9877
 AH9877                          STATION DESCRIPTION
 AH9877
 AH9877'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9877'THE MARK IS 2.5 MI (4.0 KM) EAST OF MAHNOMEN, 2.5 MI (4.0 KM) EAST
 AH9877'ALONG TH 200 FROM JCT OF TH 200 AND TH 59 IN MAHNOMEN, AT TH 200 MP
 AH9877'49.2, 325 FT (99.1 M) NORTH OF TH 200, 81.5 FT (24.8 M) SE OF SE COR
 AH9877'OF BLDG, 36 FT (11.0 M) WEST OF CO RD 135, 1.8 FT (0.5 M) SOUTH OF
 AH9877'P-POLE, AND 1.0 FT (0.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH9879 ***********************************************************************
 AH9879  DESIGNATION -  4402 R
 AH9879  PID         -  AH9879
 AH9879  STATE/COUNTY-  MN/MAHNOMEN
 AH9879  COUNTRY     -  US
 AH9879  USGS QUAD   -  MAHNOMEN (1969)
 AH9879
 AH9879                         *CURRENT SURVEY CONTROL
 AH9879  ______________________________________________________________________
 AH9879* NAD 83(1986) POSITION- 47 19 33.     (N) 095 57 53.     (W)   SCALED    
 AH9879* NAVD 88 ORTHO HEIGHT -   371.493  (meters)    1218.81  (feet) ADJUSTED  
 AH9879  ______________________________________________________________________
 AH9879  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AH9879  DYNAMIC HEIGHT  -        371.542 (meters)     1218.97  (feet) COMP
 AH9879  MODELED GRAVITY -    980,734.2   (mgal)                       NAVD 88
 AH9879
 AH9879  VERT ORDER      -  SECOND    CLASS I
 AH9879
 AH9879.The horizontal coordinates were scaled from a topographic map and have
 AH9879.an estimated accuracy of +/- 6 seconds.
 AH9879.
 AH9879.The orthometric height was determined by differential leveling and
 AH9879.adjusted in June 2004.
 AH9879
 AH9879.The dynamic height is computed by dividing the NAVD 88
 AH9879.geopotential number by the normal gravity value computed on the
 AH9879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9879.degrees latitude (g = 980.6199 gals.).
 AH9879
 AH9879.The modeled gravity was interpolated from observed gravity values.
 AH9879
 AH9879;                    North         East    Units  Estimated Accuracy
 AH9879;SPC MN N     -   195,820.      583,510.      MT  (+/- 180 meters Scaled)
 AH9879
 AH9879                          SUPERSEDED SURVEY CONTROL
 AH9879
 AH9879.No superseded survey control is available for this station.
 AH9879
 AH9879_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN759456(NAD 83)
 AH9879
 AH9879_MARKER: DV = VERTICAL CONTROL DISK
 AH9879_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH9879_SP_SET: SIGN POST FOOTING
 AH9879_STAMPING: 4402 R 1992
 AH9879_MARK LOGO: MNDT  
 AH9879_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9879+STABILITY: SURFACE MOTION
 AH9879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9879+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH9879
 AH9879  HISTORY     - Date     Condition        Report By
 AH9879  HISTORY     - 1992     MONUMENTED       MNDT
 AH9879
 AH9879                          STATION DESCRIPTION
 AH9879
 AH9879'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AH9879'IN MAHNOMEN, IN THE BASE OF A CENEX OIL SIGN, AT TH 200 MP 46.7, 152
 AH9879'FT (46.3 M) NORTH OF TH 200, AND 154 FT (46.9 M) EAST OF TH 59.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8168 ***********************************************************************
 DG8168  DESIGNATION -  4403 A
 DG8168  PID         -  DG8168
 DG8168  STATE/COUNTY-  MN/MAHNOMEN
 DG8168  COUNTRY     -  US
 DG8168  USGS QUAD   -  WAUBUN (1969)
 DG8168
 DG8168                         *CURRENT SURVEY CONTROL
 DG8168  ______________________________________________________________________
 DG8168* NAD 83(2007) POSITION- 47 09 59.97530(N) 095 55 59.69264(W)   ADJUSTED  
 DG8168* NAD 83(2007) ELLIP HT-   354.899 (meters)        (02/10/07)   ADJUSTED
 DG8168* NAD 83(2007) EPOCH   -  2002.00
 DG8168* NAVD 88 ORTHO HEIGHT -   381.952  (meters)    1253.12  (feet) ADJUSTED  
 DG8168  ______________________________________________________________________
 DG8168  NAD 83(2007) X  -   -449,075.341 (meters)                     COMP
 DG8168  NAD 83(2007) Y  - -4,321,087.392 (meters)                     COMP
 DG8168  NAD 83(2007) Z  -  4,654,641.376 (meters)                     COMP
 DG8168  LAPLACE CORR    -         -2.61  (seconds)                    DEFLEC09
 DG8168  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DG8168  DYNAMIC HEIGHT  -        381.981 (meters)     1253.22  (feet) COMP
 DG8168  MODELED GRAVITY -    980,678.7   (mgal)                       NAVD 88
 DG8168
 DG8168  VERT ORDER      -  SECOND    CLASS I
 DG8168
 DG8168  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8168  Type                                         Horiz  Ellip  Dist(km)
 DG8168  -------------------------------------------------------------------
 DG8168  NETWORK                                       0.52   0.67
 DG8168  -------------------------------------------------------------------
 DG8168  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.51      1.65
 DG8168  -------------------------------------------------------------------
 DG8168  NOTE: Click here for information on individual local accuracy
 DG8168  values and other accuracy information.
 DG8168
 DG8168
 DG8168.The horizontal coordinates were established by GPS observations
 DG8168.and adjusted by the National Geodetic Survey in February 2007.
 DG8168
 DG8168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8168.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8168
 DG8168.The horizontal coordinates are valid at the epoch date displayed above
 DG8168.which is a decimal equivalence of Year/Month/Day.
 DG8168
 DG8168.The orthometric height was determined by differential leveling and
 DG8168.adjusted in September 2006.
 DG8168
 DG8168.Photographs are available for this station.
 DG8168
 DG8168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8168
 DG8168.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8168
 DG8168.The ellipsoidal height was determined by GPS observations
 DG8168.and is referenced to NAD 83.
 DG8168
 DG8168.The dynamic height is computed by dividing the NAVD 88
 DG8168.geopotential number by the normal gravity value computed on the
 DG8168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8168.degrees latitude (g = 980.6199 gals.).
 DG8168
 DG8168.The modeled gravity was interpolated from observed gravity values.
 DG8168
 DG8168. The following values were computed from the NAD 83(2007) position.
 DG8168
 DG8168;                    North         East     Units Scale Factor Converg.
 DG8168;SPC MN N     -   178,051.634   585,239.917   MT  0.99997043   -2 06 00.2
 DG8168;SPC MN N     -   584,157.74  1,920,074.63   sFT  0.99997043   -2 06 00.2
 DG8168;UTM  15      - 5,227,859.346   277,699.751   MT  1.00020738   -2 09 06.9
 DG8168;UTM  14      - 5,228,248.172   732,417.332   MT  1.00026393   +2 14 59.8
 DG8168
 DG8168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8168!SPC MN N     -   0.99994437  x   0.99997043  =   0.99991481
 DG8168!UTM  15      -   0.99994437  x   1.00020738  =   1.00015174
 DG8168!UTM  14      -   0.99994437  x   1.00026393  =   1.00020829
 DG8168
 DG8168:                Primary Azimuth Mark                     Grid Az
 DG8168:SPC MN N     -  WAUBUN                                   180 07 50.4
 DG8168:UTM  15      -  WAUBUN                                   180 10 57.1
 DG8168:UTM  14      -  WAUBUN                                   175 46 50.4
 DG8168
 DG8168|---------------------------------------------------------------------|
 DG8168| PID    Reference Object                     Distance      Geod. Az  |
 DG8168|                                                           dddmmss.s |
 DG8168| SK1038 WAUBUN                              445.553 METERS 1780150.2 |
 DG8168|---------------------------------------------------------------------|
 DG8168
 DG8168                          SUPERSEDED SURVEY CONTROL
 DG8168
 DG8168  NAD 83(1996)-  47 09 59.97493(N)    095 55 59.69263(W) AD(       ) 1
 DG8168  ELLIP H (12/06/04)  354.910  (m)                       GP(       ) 4 1
 DG8168  NAVD 88 (12/06/04)  381.95   (m)         1253.1    (f) LEVELING    3  
 DG8168
 DG8168.Superseded values are not recommended for survey control.
 DG8168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8168.See file dsdata.txt to determine how the superseded data were derived.
 DG8168
 DG8168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7769927859(NAD 83)
 DG8168
 DG8168_MARKER: DB = BENCH MARK DISK
 DG8168_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG8168_STAMPING: 4403 A 1971
 DG8168_MARK LOGO: MNHD  
 DG8168_PROJECTION: PROJECTING 13 CENTIMETERS
 DG8168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8168+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 DG8168
 DG8168  HISTORY     - Date     Condition        Report By
 DG8168  HISTORY     - 1971     MONUMENTED       MNHD
 DG8168  HISTORY     - 20040713 GOOD             MNDT
 DG8168
 DG8168                          STATION DESCRIPTION
 DG8168
 DG8168'DESCRIBED BY MN HIGHWAY DEPT 1971
 DG8168'1.0 MILE SOUTH OF WAUBUN, 1.0 MILE SOUTH ON TRUNK HIGHWAY 59 FROM
 DG8168'JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 59, AT TRUNK HIGHWAY
 DG8168'59 MILEPOST 288.70, 55.3 FEET WEST OF TRUNK HIGHWAY 59, 57 FEET NORTH
 DG8168'OF CEMETERY ENTRANCE, 77.4 FEET NORTHEAST OF NORTH EDGE OF BECKER
 DG8168'TOMBSTONE, 0.4 FOOT EAST OF WITNESS POST
 DG8168
 DG8168                          STATION RECOVERY (2004)
 DG8168
 DG8168'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8169 ***********************************************************************
 DG8169  DESIGNATION -  4403 G
 DG8169  PID         -  DG8169
 DG8169  STATE/COUNTY-  MN/MAHNOMEN
 DG8169  COUNTRY     -  US
 DG8169  USGS QUAD   -  MAHNOMEN (1969)
 DG8169
 DG8169                         *CURRENT SURVEY CONTROL
 DG8169  ______________________________________________________________________
 DG8169* NAD 83(2007) POSITION- 47 16 02.41173(N) 095 56 01.43822(W)   ADJUSTED  
 DG8169* NAD 83(2007) ELLIP HT-   349.485 (meters)        (02/10/07)   ADJUSTED
 DG8169* NAD 83(2007) EPOCH   -  2002.00
 DG8169* NAVD 88 ORTHO HEIGHT -   376.484  (meters)    1235.18  (feet) ADJUSTED  
 DG8169  ______________________________________________________________________
 DG8169  NAD 83(2007) X  -   -448,262.261 (meters)                     COMP
 DG8169  NAD 83(2007) Y  - -4,312,908.787 (meters)                     COMP
 DG8169  NAD 83(2007) Z  -  4,662,240.201 (meters)                     COMP
 DG8169  LAPLACE CORR    -         -4.82  (seconds)                    DEFLEC09
 DG8169  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DG8169  DYNAMIC HEIGHT  -        376.524 (meters)     1235.31  (feet) COMP
 DG8169  MODELED GRAVITY -    980,706.1   (mgal)                       NAVD 88
 DG8169
 DG8169  VERT ORDER      -  SECOND    CLASS I
 DG8169
 DG8169  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8169  Type                                         Horiz  Ellip  Dist(km)
 DG8169  -------------------------------------------------------------------
 DG8169  NETWORK                                       0.71   0.90
 DG8169  -------------------------------------------------------------------
 DG8169  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.46   0.59      2.19
 DG8169  -------------------------------------------------------------------
 DG8169  NOTE: Click here for information on individual local accuracy
 DG8169  values and other accuracy information.
 DG8169
 DG8169
 DG8169.The horizontal coordinates were established by GPS observations
 DG8169.and adjusted by the National Geodetic Survey in February 2007.
 DG8169
 DG8169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8169.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8169
 DG8169.The horizontal coordinates are valid at the epoch date displayed above
 DG8169.which is a decimal equivalence of Year/Month/Day.
 DG8169
 DG8169.The orthometric height was determined by differential leveling and
 DG8169.adjusted in September 2006.
 DG8169
 DG8169.Photographs are available for this station.
 DG8169
 DG8169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8169
 DG8169.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8169
 DG8169.The ellipsoidal height was determined by GPS observations
 DG8169.and is referenced to NAD 83.
 DG8169
 DG8169.The dynamic height is computed by dividing the NAVD 88
 DG8169.geopotential number by the normal gravity value computed on the
 DG8169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8169.degrees latitude (g = 980.6199 gals.).
 DG8169
 DG8169.The modeled gravity was interpolated from observed gravity values.
 DG8169
 DG8169. The following values were computed from the NAD 83(2007) position.
 DG8169
 DG8169;                    North         East     Units Scale Factor Converg.
 DG8169;SPC MN N     -   189,237.771   585,613.389   MT  0.99995164   -2 06 01.5
 DG8169;SPC MN N     -   620,857.59  1,921,299.93   sFT  0.99995164   -2 06 01.5
 DG8169;UTM  15      - 5,239,047.876   278,083.785   MT  1.00020527   -2 09 20.8
 DG8169;UTM  14      - 5,239,433.772   731,940.768   MT  1.00026119   +2 15 11.7
 DG8169
 DG8169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8169!SPC MN N     -   0.99994522  x   0.99995164  =   0.99989687
 DG8169!UTM  15      -   0.99994522  x   1.00020527  =   1.00015048
 DG8169!UTM  14      -   0.99994522  x   1.00026119  =   1.00020640
 DG8169
 DG8169:                Primary Azimuth Mark                     Grid Az
 DG8169:SPC MN N     -  4403 M                                   180 08 04.3
 DG8169:UTM  15      -  4403 M                                   180 11 23.6
 DG8169:UTM  14      -  4403 M                                   175 46 51.1
 DG8169
 DG8169|---------------------------------------------------------------------|
 DG8169| PID    Reference Object                     Distance      Geod. Az  |
 DG8169|                                                           dddmmss.s |
 DG8169| DG8171 4403 M                              APPROX. 1.6 KM 1780202.8 |
 DG8169|---------------------------------------------------------------------|
 DG8169
 DG8169                          SUPERSEDED SURVEY CONTROL
 DG8169
 DG8169  NAD 83(1996)-  47 16 02.41144(N)    095 56 01.43808(W) AD(       ) 1
 DG8169  ELLIP H (12/06/04)  349.500  (m)                       GP(       ) 4 1
 DG8169  NAVD 88 (12/06/04)  376.48   (m)         1235.2    (f) LEVELING    3  
 DG8169
 DG8169.Superseded values are not recommended for survey control.
 DG8169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8169.See file dsdata.txt to determine how the superseded data were derived.
 DG8169
 DG8169_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7808339047(NAD 83)
 DG8169
 DG8169_MARKER: DB = BENCH MARK DISK
 DG8169_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG8169_STAMPING: 4403 G 1971
 DG8169_MARK LOGO: MNHD  
 DG8169_PROJECTION: FLUSH
 DG8169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG8169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8169+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 DG8169
 DG8169  HISTORY     - Date     Condition        Report By
 DG8169  HISTORY     - 1971     MONUMENTED       MNHD
 DG8169  HISTORY     - 20040713 GOOD             MNDT
 DG8169
 DG8169                          STATION DESCRIPTION
 DG8169
 DG8169'DESCRIBED BY MN HIGHWAY DEPT 1971
 DG8169'4.6 MILES SOUTH OF MAHNOMEN, 4.6 MILES SOUTH ON TRUNK HIGHWAY 59 FROM
 DG8169'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 200, AT TRUNK HIGHWAY
 DG8169'59 MILEPOST 295.70, 103 FEET WEST OF TRUNK HIGHWAY 59, 40 FEET SOUTH
 DG8169'OF TOWNSHIP ROAD EAST EXTENDED, 50.3 FEET WEST OF POWERPOLE WITH
 DG8169'GUYWIRE, 12.3 FEET NORTH OF POWERPOLE WITH GUYWIRE, 0.5 FOOT EAST OF
 DG8169'WITNESS POST AND RIGHT OF WAY POST, TILTED SLIGHTLY TO THE NORTH
 DG8169
 DG8169                          STATION RECOVERY (2004)
 DG8169
 DG8169'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4107 ***********************************************************************
 DM4107  DESIGNATION -  4403 J 1
 DM4107  PID         -  DM4107
 DM4107  STATE/COUNTY-  MN/MAHNOMEN
 DM4107  COUNTRY     -  US
 DM4107  USGS QUAD   -  MAHNOMEN (1969)
 DM4107
 DM4107                         *CURRENT SURVEY CONTROL
 DM4107  ______________________________________________________________________
 DM4107* NAD 83(1986) POSITION- 47 18 40.     (N) 095 57 55.     (W)   SCALED    
 DM4107* NAVD 88 ORTHO HEIGHT -   369.889  (meters)    1213.54  (feet) ADJUSTED  
 DM4107  ______________________________________________________________________
 DM4107  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 DM4107  DYNAMIC HEIGHT  -        369.936 (meters)     1213.70  (feet) COMP
 DM4107  MODELED GRAVITY -    980,729.1   (mgal)                       NAVD 88
 DM4107
 DM4107  VERT ORDER      -  SECOND    CLASS I
 DM4107
 DM4107.The horizontal coordinates were scaled from a topographic map and have
 DM4107.an estimated accuracy of +/- 6 seconds.
 DM4107.
 DM4107.The orthometric height was determined by differential leveling and
 DM4107.adjusted in February 2011.
 DM4107
 DM4107.No vertical observational check was made to the station.
 DM4107
 DM4107.The dynamic height is computed by dividing the NAVD 88
 DM4107.geopotential number by the normal gravity value computed on the
 DM4107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4107.degrees latitude (g = 980.6199 gals.).
 DM4107
 DM4107.The modeled gravity was interpolated from observed gravity values.
 DM4107
 DM4107;                    North         East    Units  Estimated Accuracy
 DM4107;SPC MN N     -   194,190.      583,410.      MT  (+/- 180 meters Scaled)
 DM4107
 DM4107                          SUPERSEDED SURVEY CONTROL
 DM4107
 DM4107.No superseded survey control is available for this station.
 DM4107
 DM4107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN758440(NAD 83)
 DM4107
 DM4107_MARKER: DD = SURVEY DISK
 DM4107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4107_STAMPING: 4403 J 1 2006
 DM4107_MARK LOGO: MNDT  
 DM4107_PROJECTION: FLUSH
 DM4107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4107+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DM4107_ROD/PIPE-DEPTH:  4.6 meters
 DM4107
 DM4107  HISTORY     - Date     Condition        Report By
 DM4107  HISTORY     - 2006     MONUMENTED       MNDT
 DM4107
 DM4107                          STATION DESCRIPTION
 DM4107
 DM4107'DESCRIBED BY MN DEPT OF TRANSP 2006
 DM4107'IN MAHNOMEN, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE
 DM4107'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 200 IN MAHNOMEN, TO
 DM4107'TRUNK HIGHWAY 59 MILE POINT 299.15, THEN 0.14 MI (0.2 KM) WEST ON
 DM4107'COUNTY ROAD 25 ( JEFFERSON AVENUE).
 DM4107' 
 DM4107'IT IS 33.6 FT (10.2 M) NORTH OF COUNTY ROAD 25 (JEFFERSON AVENUE),
 DM4107'60.3 FT (18.4 M) WEST OF MINNESOTA DEPARTMENT OF TRANSPORTATION TRUCK
 DM4107'STATION ENTRANCE, 20.0 FT (6.1 M) SOUTH OF A FENCE, 20.0 FT (6.1 M)
 DM4107'SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH9549 ***********************************************************************
 DH9549  DESIGNATION -  4403 K
 DH9549  PID         -  DH9549
 DH9549  STATE/COUNTY-  MN/MAHNOMEN
 DH9549  COUNTRY     -  US
 DH9549  USGS QUAD   -  MAHNOMEN (1969)
 DH9549
 DH9549                         *CURRENT SURVEY CONTROL
 DH9549  ______________________________________________________________________
 DH9549* NAD 83(1986) POSITION- 47 18 21.0    (N) 095 57 18.4    (W)   HD_HELD2  
 DH9549* NAVD 88 ORTHO HEIGHT -   366.150  (meters)    1201.28  (feet) ADJUSTED  
 DH9549  ______________________________________________________________________
 DH9549  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 DH9549  DYNAMIC HEIGHT  -        366.195 (meters)     1201.42  (feet) COMP
 DH9549  MODELED GRAVITY -    980,725.4   (mgal)                       NAVD 88
 DH9549
 DH9549  VERT ORDER      -  SECOND    CLASS I
 DH9549
 DH9549.The horizontal coordinates were established by autonomous hand held GPS
 DH9549.observations and have an estimated accuracy of +/- 10 meters.
 DH9549.
 DH9549.The orthometric height was determined by differential leveling and
 DH9549.adjusted in September 2006.
 DH9549
 DH9549.Photographs are available for this station.
 DH9549
 DH9549.The dynamic height is computed by dividing the NAVD 88
 DH9549.geopotential number by the normal gravity value computed on the
 DH9549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9549.degrees latitude (g = 980.6199 gals.).
 DH9549
 DH9549.The modeled gravity was interpolated from observed gravity values.
 DH9549
 DH9549;                    North         East    Units  Estimated Accuracy
 DH9549;SPC MN N     -   193,574.      584,155.      MT  (+/- 10 meters HH2 GPS)
 DH9549
 DH9549                          SUPERSEDED SURVEY CONTROL
 DH9549
 DH9549.No superseded survey control is available for this station.
 DH9549
 DH9549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7662943386(NAD 83)
 DH9549
 DH9549_MARKER: DV = VERTICAL CONTROL DISK
 DH9549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH9549_SP_SET: BRIDGE ABUTMENT
 DH9549_STAMPING: 4403 K 2004
 DH9549_MARK LOGO: MNDT  
 DH9549_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9549+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DH9549
 DH9549  HISTORY     - Date     Condition        Report By
 DH9549  HISTORY     - 2004     MONUMENTED       MNDT
 DH9549
 DH9549                          STATION DESCRIPTION
 DH9549
 DH9549'DESCRIBED BY MN DEPT OF TRANSP 2004
 DH9549'1.0 MILES SOUTH SOUTHEAST OF MAHNOMEN, IN ABUTMENT IN SOUTHEAST CORNER
 DH9549'OF TRUNK HIGHWAY 59 BRIDGE NUMBER 44002 OVER WILD RICE RIVER, 1.55
 DH9549'MILES SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY
 DH9549'59 AND TRUNK HIGHWAY 200 IN MAHNOMEN, AT TRUNK HIGHWAY 59 MILEPOINT
 DH9549'298.65, 25.8 FEET EAST OF TRUNK HIGHWAY 59.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8170 ***********************************************************************
 DG8170  DESIGNATION -  4403 L
 DG8170  PID         -  DG8170
 DG8170  STATE/COUNTY-  MN/MAHNOMEN
 DG8170  COUNTRY     -  US
 DG8170  USGS QUAD   -  MAHNOMEN (1969)
 DG8170
 DG8170                         *CURRENT SURVEY CONTROL
 DG8170  ______________________________________________________________________
 DG8170* NAD 83(2007) POSITION- 47 17 48.43163(N) 095 56 37.68223(W)   ADJUSTED  
 DG8170* NAD 83(2007) ELLIP HT-   342.062 (meters)        (02/10/07)   ADJUSTED
 DG8170* NAD 83(2007) EPOCH   -  2002.00
 DG8170* NAVD 88 ORTHO HEIGHT -   368.987  (meters)    1210.58  (feet) ADJUSTED  
 DG8170  ______________________________________________________________________
 DG8170  NAD 83(2007) X  -   -448,770.468 (meters)                     COMP
 DG8170  NAD 83(2007) Y  - -4,310,432.229 (meters)                     COMP
 DG8170  NAD 83(2007) Z  -  4,664,456.011 (meters)                     COMP
 DG8170  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC09
 DG8170  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 DG8170  DYNAMIC HEIGHT  -        369.030 (meters)     1210.73  (feet) COMP
 DG8170  MODELED GRAVITY -    980,719.9   (mgal)                       NAVD 88
 DG8170
 DG8170  VERT ORDER      -  SECOND    CLASS I
 DG8170
 DG8170  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8170  Type                                         Horiz  Ellip  Dist(km)
 DG8170  -------------------------------------------------------------------
 DG8170  NETWORK                                       0.65   0.84
 DG8170  -------------------------------------------------------------------
 DG8170  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.63      2.99
 DG8170  -------------------------------------------------------------------
 DG8170  NOTE: Click here for information on individual local accuracy
 DG8170  values and other accuracy information.
 DG8170
 DG8170
 DG8170.The horizontal coordinates were established by GPS observations
 DG8170.and adjusted by the National Geodetic Survey in February 2007.
 DG8170
 DG8170.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8170.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8170
 DG8170.The horizontal coordinates are valid at the epoch date displayed above
 DG8170.which is a decimal equivalence of Year/Month/Day.
 DG8170
 DG8170.The orthometric height was determined by differential leveling and
 DG8170.adjusted in September 2006.
 DG8170
 DG8170.Photographs are available for this station.
 DG8170
 DG8170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8170
 DG8170.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8170
 DG8170.The ellipsoidal height was determined by GPS observations
 DG8170.and is referenced to NAD 83.
 DG8170
 DG8170.The dynamic height is computed by dividing the NAVD 88
 DG8170.geopotential number by the normal gravity value computed on the
 DG8170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8170.degrees latitude (g = 980.6199 gals.).
 DG8170
 DG8170.The modeled gravity was interpolated from observed gravity values.
 DG8170
 DG8170. The following values were computed from the NAD 83(2007) position.
 DG8170
 DG8170;                    North         East     Units Scale Factor Converg.
 DG8170;SPC MN N     -   192,537.502   584,972.473   MT  0.99994671   -2 06 28.4
 DG8170;SPC MN N     -   631,683.45  1,919,197.19   sFT  0.99994671   -2 06 28.4
 DG8170;UTM  15      - 5,242,349.081   277,445.921   MT  1.00020875   -2 09 51.2
 DG8170;UTM  14      - 5,242,676.322   731,050.902   MT  1.00025613   +2 14 48.9
 DG8170
 DG8170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8170!SPC MN N     -   0.99994639  x   0.99994671  =   0.99989310
 DG8170!UTM  15      -   0.99994639  x   1.00020875  =   1.00015513
 DG8170!UTM  14      -   0.99994639  x   1.00025613  =   1.00020250
 DG8170
 DG8170                          SUPERSEDED SURVEY CONTROL
 DG8170
 DG8170  NAD 83(1996)-  47 17 48.43136(N)    095 56 37.68204(W) AD(       ) 1
 DG8170  ELLIP H (12/06/04)  342.079  (m)                       GP(       ) 4 1
 DG8170  NAVD 88 (12/06/04)  368.99   (m)         1210.6    (f) LEVELING    3  
 DG8170
 DG8170.Superseded values are not recommended for survey control.
 DG8170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8170.See file dsdata.txt to determine how the superseded data were derived.
 DG8170
 DG8170_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7744542349(NAD 83)
 DG8170
 DG8170_MARKER: DD = SURVEY DISK
 DG8170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8170_STAMPING: 4403 L 2004
 DG8170_MARK LOGO: MNDT  
 DG8170_PROJECTION: RECESSED 3 CENTIMETERS
 DG8170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8170+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2004
 DG8170_ROD/PIPE-DEPTH:  6.1 meters
 DG8170
 DG8170  HISTORY     - Date     Condition        Report By
 DG8170  HISTORY     - 2004     MONUMENTED       MNDT
 DG8170  HISTORY     - 20040722 GOOD             MNDT
 DG8170
 DG8170                          STATION DESCRIPTION
 DG8170
 DG8170'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8170'2.0 MILES SOUTHEAST OF MAHNOMEN, 2.35 MILES SOUTHEAST ALONG TRUNK
 DG8170'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 200
 DG8170'IN MAHNOMEN, AT TRUNK HIGHWAY 59 MILEPOINT 297.85, 27.8 FEET SOUTHEAST
 DG8170'OF FIELD ENTRANCE, 80.3 FEET NORTHEAST OF TRUNK HIGHWAY 59, 1.1 FEET
 DG8170'SOUTHWEST OF WITNESS POST
 DG8170
 DG8170                          STATION RECOVERY (2004)
 DG8170
 DG8170'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8170'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8171 ***********************************************************************
 DG8171  DESIGNATION -  4403 M
 DG8171  PID         -  DG8171
 DG8171  STATE/COUNTY-  MN/MAHNOMEN
 DG8171  COUNTRY     -  US
 DG8171  USGS QUAD   -  MAHNOMEN (1969)
 DG8171
 DG8171                         *CURRENT SURVEY CONTROL
 DG8171  ______________________________________________________________________
 DG8171* NAD 83(2007) POSITION- 47 15 11.07739(N) 095 55 58.85028(W)   ADJUSTED  
 DG8171* NAD 83(2007) ELLIP HT-   350.821 (meters)        (02/10/07)   ADJUSTED
 DG8171* NAD 83(2007) EPOCH   -  2002.00
 DG8171* NAVD 88 ORTHO HEIGHT -   377.843  (meters)    1239.64  (feet) ADJUSTED  
 DG8171  ______________________________________________________________________
 DG8171  NAD 83(2007) X  -   -448,328.600 (meters)                     COMP
 DG8171  NAD 83(2007) Y  - -4,314,073.465 (meters)                     COMP
 DG8171  NAD 83(2007) Z  -  4,661,165.216 (meters)                     COMP
 DG8171  LAPLACE CORR    -         -4.63  (seconds)                    DEFLEC09
 DG8171  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DG8171  DYNAMIC HEIGHT  -        377.881 (meters)     1239.76  (feet) COMP
 DG8171  MODELED GRAVITY -    980,700.7   (mgal)                       NAVD 88
 DG8171
 DG8171  VERT ORDER      -  SECOND    CLASS I
 DG8171
 DG8171  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8171  Type                                         Horiz  Ellip  Dist(km)
 DG8171  -------------------------------------------------------------------
 DG8171  NETWORK                                       0.72   0.86
 DG8171  -------------------------------------------------------------------
 DG8171  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.47      1.68
 DG8171  -------------------------------------------------------------------
 DG8171  NOTE: Click here for information on individual local accuracy
 DG8171  values and other accuracy information.
 DG8171
 DG8171
 DG8171.The horizontal coordinates were established by GPS observations
 DG8171.and adjusted by the National Geodetic Survey in February 2007.
 DG8171
 DG8171.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8171.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8171
 DG8171.The horizontal coordinates are valid at the epoch date displayed above
 DG8171.which is a decimal equivalence of Year/Month/Day.
 DG8171
 DG8171.The orthometric height was determined by differential leveling and
 DG8171.adjusted in September 2006.
 DG8171
 DG8171.Photographs are available for this station.
 DG8171
 DG8171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8171
 DG8171.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8171
 DG8171.The ellipsoidal height was determined by GPS observations
 DG8171.and is referenced to NAD 83.
 DG8171
 DG8171.The dynamic height is computed by dividing the NAVD 88
 DG8171.geopotential number by the normal gravity value computed on the
 DG8171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8171.degrees latitude (g = 980.6199 gals.).
 DG8171
 DG8171.The modeled gravity was interpolated from observed gravity values.
 DG8171
 DG8171. The following values were computed from the NAD 83(2007) position.
 DG8171
 DG8171;                    North         East     Units Scale Factor Converg.
 DG8171;SPC MN N     -   187,651.600   585,609.665   MT  0.99995411   -2 05 59.6
 DG8171;SPC MN N     -   615,653.62  1,921,287.71   sFT  0.99995411   -2 05 59.6
 DG8171;UTM  15      - 5,237,461.308   278,078.533   MT  1.00020530   -2 09 17.1
 DG8171;UTM  14      - 5,237,851.406   732,057.494   MT  1.00026186   +2 15 11.8
 DG8171
 DG8171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8171!SPC MN N     -   0.99994501  x   0.99995411  =   0.99989913
 DG8171!UTM  15      -   0.99994501  x   1.00020530  =   1.00015030
 DG8171!UTM  14      -   0.99994501  x   1.00026186  =   1.00020686
 DG8171
 DG8171:                Primary Azimuth Mark                     Grid Az
 DG8171:SPC MN N     -  4403 G                                   000 08 04.3
 DG8171:UTM  15      -  4403 G                                   000 11 21.8
 DG8171:UTM  14      -  4403 G                                   355 46 52.9
 DG8171
 DG8171|---------------------------------------------------------------------|
 DG8171| PID    Reference Object                     Distance      Geod. Az  |
 DG8171|                                                           dddmmss.s |
 DG8171| DG8169 4403 G                              APPROX. 1.6 KM 3580204.7 |
 DG8171|---------------------------------------------------------------------|
 DG8171
 DG8171                          SUPERSEDED SURVEY CONTROL
 DG8171
 DG8171  NAD 83(1996)-  47 15 11.07708(N)    095 55 58.85023(W) AD(       ) 1
 DG8171  ELLIP H (12/06/04)  350.835  (m)                       GP(       ) 4 1
 DG8171  NAVD 88 (12/06/04)  377.84   (m)         1239.6    (f) LEVELING    3  
 DG8171
 DG8171.Superseded values are not recommended for survey control.
 DG8171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8171.See file dsdata.txt to determine how the superseded data were derived.
 DG8171
 DG8171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7807837461(NAD 83)
 DG8171
 DG8171_MARKER: DD = SURVEY DISK
 DG8171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8171_STAMPING: 4403 M 2004
 DG8171_MARK LOGO: MNDT  
 DG8171_PROJECTION: RECESSED 3 CENTIMETERS
 DG8171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8171+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DG8171_ROD/PIPE-DEPTH:  7.6 meters
 DG8171
 DG8171  HISTORY     - Date     Condition        Report By
 DG8171  HISTORY     - 2004     MONUMENTED       MNDT
 DG8171  HISTORY     - 20040721 GOOD             MNDT
 DG8171
 DG8171                          STATION DESCRIPTION
 DG8171
 DG8171'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8171'5.5 MILES SOUTHEAST OF MAHNOMEN, 5.5 MILES SOUTHEAST AND SOUTH ALONG
 DG8171'TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 DG8171'HIGHWAY 200 IN MAHNOMEN, AT TRUNK HIGHWAY 59 MILEPOINT 294.7, 63.7
 DG8171'EAST OF TRUNK HIGHWAY 59, 54.1 FEET NORTH OF COUNTY ROAD 6 (270
 DG8171'STREET), 3.9 FEET NORTH OF RIGHT OF WAY POST, 1.2 FEET WEST OF WITNESS
 DG8171'POST
 DG8171
 DG8171                          STATION RECOVERY (2004)
 DG8171
 DG8171'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8171'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8172 ***********************************************************************
 DG8172  DESIGNATION -  4403 N
 DG8172  PID         -  DG8172
 DG8172  STATE/COUNTY-  MN/MAHNOMEN
 DG8172  COUNTRY     -  US
 DG8172  USGS QUAD   -  WAUBUN (1969)
 DG8172
 DG8172                         *CURRENT SURVEY CONTROL
 DG8172  ______________________________________________________________________
 DG8172* NAD 83(2007) POSITION- 47 13 25.77953(N) 095 56 01.53085(W)   ADJUSTED  
 DG8172* NAD 83(2007) ELLIP HT-   351.329 (meters)        (02/10/07)   ADJUSTED
 DG8172* NAD 83(2007) EPOCH   -  2002.00
 DG8172* NAVD 88 ORTHO HEIGHT -   378.378  (meters)    1241.40  (feet) ADJUSTED  
 DG8172  ______________________________________________________________________
 DG8172  NAD 83(2007) X  -   -448,631.524 (meters)                     COMP
 DG8172  NAD 83(2007) Y  - -4,316,442.758 (meters)                     COMP
 DG8172  NAD 83(2007) Z  -  4,658,957.650 (meters)                     COMP
 DG8172  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC09
 DG8172  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DG8172  DYNAMIC HEIGHT  -        378.412 (meters)     1241.51  (feet) COMP
 DG8172  MODELED GRAVITY -    980,691.5   (mgal)                       NAVD 88
 DG8172
 DG8172  VERT ORDER      -  SECOND    CLASS I
 DG8172
 DG8172  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8172  Type                                         Horiz  Ellip  Dist(km)
 DG8172  -------------------------------------------------------------------
 DG8172  NETWORK                                       0.72   0.84
 DG8172  -------------------------------------------------------------------
 DG8172  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.57      2.37
 DG8172  -------------------------------------------------------------------
 DG8172  NOTE: Click here for information on individual local accuracy
 DG8172  values and other accuracy information.
 DG8172
 DG8172
 DG8172.The horizontal coordinates were established by GPS observations
 DG8172.and adjusted by the National Geodetic Survey in February 2007.
 DG8172
 DG8172.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8172.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8172
 DG8172.The horizontal coordinates are valid at the epoch date displayed above
 DG8172.which is a decimal equivalence of Year/Month/Day.
 DG8172
 DG8172.The orthometric height was determined by differential leveling and
 DG8172.adjusted in September 2006.
 DG8172
 DG8172.Photographs are available for this station.
 DG8172
 DG8172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8172
 DG8172.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8172
 DG8172.The ellipsoidal height was determined by GPS observations
 DG8172.and is referenced to NAD 83.
 DG8172
 DG8172.The dynamic height is computed by dividing the NAVD 88
 DG8172.geopotential number by the normal gravity value computed on the
 DG8172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8172.degrees latitude (g = 980.6199 gals.).
 DG8172
 DG8172.The modeled gravity was interpolated from observed gravity values.
 DG8172
 DG8172. The following values were computed from the NAD 83(2007) position.
 DG8172
 DG8172;                    North         East     Units Scale Factor Converg.
 DG8172;SPC MN N     -   184,404.174   585,434.164   MT  0.99995939   -2 06 01.6
 DG8172;SPC MN N     -   604,999.36  1,920,711.92   sFT  0.99995939   -2 06 01.6
 DG8172;UTM  15      - 5,234,213.241   277,899.906   MT  1.00020628   -2 09 15.4
 DG8172;UTM  14      - 5,234,599.034   732,128.983   MT  1.00026227   +2 15 06.0
 DG8172
 DG8172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8172!SPC MN N     -   0.99994493  x   0.99995939  =   0.99990433
 DG8172!UTM  15      -   0.99994493  x   1.00020628  =   1.00015120
 DG8172!UTM  14      -   0.99994493  x   1.00026227  =   1.00020719
 DG8172
 DG8172:                Primary Azimuth Mark                     Grid Az
 DG8172:SPC MN N     -  4403 P                                   179 28 54.6
 DG8172:UTM  15      -  4403 P                                   179 32 08.4
 DG8172:UTM  14      -  4403 P                                   175 07 47.0
 DG8172
 DG8172|---------------------------------------------------------------------|
 DG8172| PID    Reference Object                     Distance      Geod. Az  |
 DG8172|                                                           dddmmss.s |
 DG8172| DG8173 4403 P                              APPROX. 1.6 KM 1772253.0 |
 DG8172|---------------------------------------------------------------------|
 DG8172
 DG8172                          SUPERSEDED SURVEY CONTROL
 DG8172
 DG8172  NAD 83(1996)-  47 13 25.77916(N)    095 56 01.53091(W) AD(       ) 1
 DG8172  ELLIP H (12/06/04)  351.343  (m)                       GP(       ) 4 1
 DG8172  NAVD 88 (12/06/04)  378.37   (m)         1241.4    (f) LEVELING    3  
 DG8172
 DG8172.Superseded values are not recommended for survey control.
 DG8172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8172.See file dsdata.txt to determine how the superseded data were derived.
 DG8172
 DG8172_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7789934213(NAD 83)
 DG8172
 DG8172_MARKER: DD = SURVEY DISK
 DG8172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8172_STAMPING: 4403 N 2004
 DG8172_MARK LOGO: MNDT  
 DG8172_PROJECTION: RECESSED 3 CENTIMETERS
 DG8172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8172+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DG8172_ROD/PIPE-DEPTH:  4.6 meters
 DG8172
 DG8172  HISTORY     - Date     Condition        Report By
 DG8172  HISTORY     - 2004     MONUMENTED       MNDT
 DG8172  HISTORY     - 20040721 GOOD             MNDT
 DG8172
 DG8172                          STATION DESCRIPTION
 DG8172
 DG8172'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8172'3.0 MILES NORTH OF WAUBUN, 3.0 MILES NORTH ALONG TRUNK HIGHWAY 59 FROM
 DG8172'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 113 IN WAUBUN, AT
 DG8172'TRUNK HIGHWAY 59 MILEPOINT 292.65, 117.8 FEET WEST OF TRUNK HIGHWAY
 DG8172'59, 37.8 FEET SOUTH OF GRAVEL ROAD, 12.6 FEET WEST-NORTHWEST OF WEST
 DG8172'POWER-POLE, 1.2 FEET NORTH OF WITNESS POST
 DG8172
 DG8172                          STATION RECOVERY (2004)
 DG8172
 DG8172'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8172'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8173 ***********************************************************************
 DG8173  DESIGNATION -  4403 P
 DG8173  PID         -  DG8173
 DG8173  STATE/COUNTY-  MN/MAHNOMEN
 DG8173  COUNTRY     -  US
 DG8173  USGS QUAD   -  WAUBUN (1969)
 DG8173
 DG8173                         *CURRENT SURVEY CONTROL
 DG8173  ______________________________________________________________________
 DG8173* NAD 83(2007) POSITION- 47 12 34.53079(N) 095 55 58.09121(W)   ADJUSTED  
 DG8173* NAD 83(2007) ELLIP HT-   350.949 (meters)        (02/10/07)   ADJUSTED
 DG8173* NAD 83(2007) EPOCH   -  2002.00
 DG8173* NAVD 88 ORTHO HEIGHT -   378.009  (meters)    1240.18  (feet) ADJUSTED  
 DG8173  ______________________________________________________________________
 DG8173  NAD 83(2007) X  -   -448,679.585 (meters)                     COMP
 DG8173  NAD 83(2007) Y  - -4,317,605.384 (meters)                     COMP
 DG8173  NAD 83(2007) Z  -  4,657,882.325 (meters)                     COMP
 DG8173  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC09
 DG8173  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 DG8173  DYNAMIC HEIGHT  -        378.042 (meters)     1240.29  (feet) COMP
 DG8173  MODELED GRAVITY -    980,687.7   (mgal)                       NAVD 88
 DG8173
 DG8173  VERT ORDER      -  SECOND    CLASS I
 DG8173
 DG8173  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8173  Type                                         Horiz  Ellip  Dist(km)
 DG8173  -------------------------------------------------------------------
 DG8173  NETWORK                                       0.70   0.82
 DG8173  -------------------------------------------------------------------
 DG8173  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.59      3.24
 DG8173  -------------------------------------------------------------------
 DG8173  NOTE: Click here for information on individual local accuracy
 DG8173  values and other accuracy information.
 DG8173
 DG8173
 DG8173.The horizontal coordinates were established by GPS observations
 DG8173.and adjusted by the National Geodetic Survey in February 2007.
 DG8173
 DG8173.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8173.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8173
 DG8173.The horizontal coordinates are valid at the epoch date displayed above
 DG8173.which is a decimal equivalence of Year/Month/Day.
 DG8173
 DG8173.The orthometric height was determined by differential leveling and
 DG8173.adjusted in September 2006.
 DG8173
 DG8173.Photographs are available for this station.
 DG8173
 DG8173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8173
 DG8173.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8173
 DG8173.The ellipsoidal height was determined by GPS observations
 DG8173.and is referenced to NAD 83.
 DG8173
 DG8173.The dynamic height is computed by dividing the NAVD 88
 DG8173.geopotential number by the normal gravity value computed on the
 DG8173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8173.degrees latitude (g = 980.6199 gals.).
 DG8173
 DG8173.The modeled gravity was interpolated from observed gravity values.
 DG8173
 DG8173. The following values were computed from the NAD 83(2007) position.
 DG8173
 DG8173;                    North         East     Units Scale Factor Converg.
 DG8173;SPC MN N     -   182,819.985   585,448.491   MT  0.99996205   -2 05 59.0
 DG8173;SPC MN N     -   599,801.90  1,920,758.92   sFT  0.99996205   -2 05 59.0
 DG8173;UTM  15      - 5,232,628.651   277,912.755   MT  1.00020621   -2 09 11.1
 DG8173;UTM  14      - 5,233,020.023   732,263.520   MT  1.00026304   +2 15 06.6
 DG8173
 DG8173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8173!SPC MN N     -   0.99994499  x   0.99996205  =   0.99990705
 DG8173!UTM  15      -   0.99994499  x   1.00020621  =   1.00015119
 DG8173!UTM  14      -   0.99994499  x   1.00026304  =   1.00020802
 DG8173
 DG8173:                Primary Azimuth Mark                     Grid Az
 DG8173:SPC MN N     -  4403 N                                   359 28 54.5
 DG8173:UTM  15      -  4403 N                                   359 32 06.6
 DG8173:UTM  14      -  4403 N                                   355 07 48.9
 DG8173
 DG8173|---------------------------------------------------------------------|
 DG8173| PID    Reference Object                     Distance      Geod. Az  |
 DG8173|                                                           dddmmss.s |
 DG8173| DG8172 4403 N                              APPROX. 1.6 KM 3572255.5 |
 DG8173|---------------------------------------------------------------------|
 DG8173
 DG8173                          SUPERSEDED SURVEY CONTROL
 DG8173
 DG8173  NAD 83(1996)-  47 12 34.53042(N)    095 55 58.09128(W) AD(       ) 1
 DG8173  ELLIP H (12/06/04)  350.963  (m)                       GP(       ) 4 1
 DG8173  NAVD 88 (12/06/04)  378.01   (m)         1240.2    (f) LEVELING    3  
 DG8173
 DG8173.Superseded values are not recommended for survey control.
 DG8173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8173.See file dsdata.txt to determine how the superseded data were derived.
 DG8173
 DG8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7791232628(NAD 83)
 DG8173
 DG8173_MARKER: DD = SURVEY DISK
 DG8173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8173_STAMPING: 4403 P 2004
 DG8173_MARK LOGO: MNDT  
 DG8173_PROJECTION: RECESSED 3 CENTIMETERS
 DG8173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8173+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DG8173_ROD/PIPE-DEPTH: 12.2 meters
 DG8173
 DG8173  HISTORY     - Date     Condition        Report By
 DG8173  HISTORY     - 2004     MONUMENTED       MNDT
 DG8173  HISTORY     - 20040721 GOOD             MNDT
 DG8173
 DG8173                          STATION DESCRIPTION
 DG8173
 DG8173'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8173'2.0 MILES NORTH OF WAUBUN, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 59 FROM
 DG8173'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 113 IN WAUBUN, AT
 DG8173'TRUNK HIGHWAY 59 MILEPOINT 291.70, 45.8 FEET NORTH OF COUNTY ROAD 12
 DG8173'(300 STREET) , 106.3 FEET EAST OF TRUNK HIGHWAY 59, 24.1 FEET EAST OF
 DG8173'POWER POLE, 1.3 FEET WEST OF WITNESS POST
 DG8173
 DG8173                          STATION RECOVERY (2004)
 DG8173
 DG8173'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8173'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8174 ***********************************************************************
 DG8174  DESIGNATION -  4403 Q
 DG8174  PID         -  DG8174
 DG8174  STATE/COUNTY-  MN/MAHNOMEN
 DG8174  COUNTRY     -  US
 DG8174  USGS QUAD   -  WAUBUN (1969)
 DG8174
 DG8174                         *CURRENT SURVEY CONTROL
 DG8174  ______________________________________________________________________
 DG8174* NAD 83(2007) POSITION- 47 11 42.15516(N) 095 55 54.88160(W)   ADJUSTED  
 DG8174* NAD 83(2007) ELLIP HT-   349.958 (meters)        (02/10/07)   ADJUSTED
 DG8174* NAD 83(2007) EPOCH   -  2002.00
 DG8174* NAVD 88 ORTHO HEIGHT -   377.018  (meters)    1236.93  (feet) ADJUSTED  
 DG8174  ______________________________________________________________________
 DG8174  NAD 83(2007) X  -   -448,734.991 (meters)                     COMP
 DG8174  NAD 83(2007) Y  - -4,318,792.227 (meters)                     COMP
 DG8174  NAD 83(2007) Z  -  4,656,782.618 (meters)                     COMP
 DG8174  LAPLACE CORR    -         -3.50  (seconds)                    DEFLEC09
 DG8174  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DG8174  DYNAMIC HEIGHT  -        377.049 (meters)     1237.03  (feet) COMP
 DG8174  MODELED GRAVITY -    980,684.2   (mgal)                       NAVD 88
 DG8174
 DG8174  VERT ORDER      -  SECOND    CLASS I
 DG8174
 DG8174  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8174  Type                                         Horiz  Ellip  Dist(km)
 DG8174  -------------------------------------------------------------------
 DG8174  NETWORK                                       0.61   0.73
 DG8174  -------------------------------------------------------------------
 DG8174  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.63      1.69
 DG8174  -------------------------------------------------------------------
 DG8174  NOTE: Click here for information on individual local accuracy
 DG8174  values and other accuracy information.
 DG8174
 DG8174
 DG8174.The horizontal coordinates were established by GPS observations
 DG8174.and adjusted by the National Geodetic Survey in February 2007.
 DG8174
 DG8174.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8174.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8174
 DG8174.The horizontal coordinates are valid at the epoch date displayed above
 DG8174.which is a decimal equivalence of Year/Month/Day.
 DG8174
 DG8174.The orthometric height was determined by differential leveling and
 DG8174.adjusted in September 2006.
 DG8174
 DG8174.Photographs are available for this station.
 DG8174
 DG8174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8174
 DG8174.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8174
 DG8174.The ellipsoidal height was determined by GPS observations
 DG8174.and is referenced to NAD 83.
 DG8174
 DG8174.The dynamic height is computed by dividing the NAVD 88
 DG8174.geopotential number by the normal gravity value computed on the
 DG8174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8174.degrees latitude (g = 980.6199 gals.).
 DG8174
 DG8174.The modeled gravity was interpolated from observed gravity values.
 DG8174
 DG8174. The following values were computed from the NAD 83(2007) position.
 DG8174
 DG8174;                    North         East     Units Scale Factor Converg.
 DG8174;SPC MN N     -   181,201.197   585,456.745   MT  0.99996483   -2 05 56.6
 DG8174;SPC MN N     -   594,490.93  1,920,786.00   sFT  0.99996483   -2 05 56.6
 DG8174;UTM  15      - 5,231,009.463   277,919.509   MT  1.00020618   -2 09 07.0
 DG8174;UTM  14      - 5,231,406.043   732,394.609   MT  1.00026380   +2 15 07.1
 DG8174
 DG8174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8174!SPC MN N     -   0.99994515  x   0.99996483  =   0.99990998
 DG8174!UTM  15      -   0.99994515  x   1.00020618  =   1.00015132
 DG8174!UTM  14      -   0.99994515  x   1.00026380  =   1.00020893
 DG8174
 DG8174:                Primary Azimuth Mark                     Grid Az
 DG8174:SPC MN N     -  4403 P                                   359 42 28.3
 DG8174:UTM  15      -  4403 P                                   359 45 38.7
 DG8174:UTM  14      -  4403 P                                   355 21 24.6
 DG8174
 DG8174|---------------------------------------------------------------------|
 DG8174| PID    Reference Object                     Distance      Geod. Az  |
 DG8174|                                                           dddmmss.s |
 DG8174| DG8173 4403 P                              APPROX. 1.6 KM 3573631.7 |
 DG8174|---------------------------------------------------------------------|
 DG8174
 DG8174                          SUPERSEDED SURVEY CONTROL
 DG8174
 DG8174  NAD 83(1996)-  47 11 42.15475(N)    095 55 54.88170(W) AD(       ) 1
 DG8174  ELLIP H (12/06/04)  349.970  (m)                       GP(       ) 4 1
 DG8174  NAVD 88 (12/06/04)  377.01   (m)         1236.9    (f) LEVELING    3  
 DG8174
 DG8174.Superseded values are not recommended for survey control.
 DG8174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8174.See file dsdata.txt to determine how the superseded data were derived.
 DG8174
 DG8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7791931009(NAD 83)
 DG8174
 DG8174_MARKER: DD = SURVEY DISK
 DG8174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8174_STAMPING: 4403 Q 2004
 DG8174_MARK LOGO: MNDT  
 DG8174_PROJECTION: FLUSH
 DG8174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8174+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 DG8174_ROD/PIPE-DEPTH:  9.1 meters
 DG8174
 DG8174  HISTORY     - Date     Condition        Report By
 DG8174  HISTORY     - 2004     MONUMENTED       MNDT
 DG8174  HISTORY     - 20040721 GOOD             MNDT
 DG8174  HISTORY     - 20061116 GOOD             MNDT
 DG8174
 DG8174                          STATION DESCRIPTION
 DG8174
 DG8174'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8174'1.0 MILE NORTH OF WAUBUN, 1.0 MILE NORTH ALONG TRUNK HIGHWAY 59 FROM
 DG8174'THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 113 IN WAUBUN, TO
 DG8174'TRUNK HIGHWAY 59 MILEPOINT 290.70, THENCE 0.05 MILE EAST ON GRAVEL
 DG8174'ROAD, 304.2 FEET EAST OF TRUNK HIGHWAY 59, 43.5 FEET NORTH OF GRAVEL
 DG8174'ROAD, 1.1 FEET SOUTH OF WITNESS POST
 DG8174
 DG8174                          STATION RECOVERY (2004)
 DG8174
 DG8174'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 DG8174'RECOVERED AS DESCRIBED.
 DG8174
 DG8174                          STATION RECOVERY (2006)
 DG8174
 DG8174'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DG8174'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF WHITE
 DG8174'EARTH, 6.4 MI (10.3 KM) NORTH OF OGEMA AND 1.1 MI (1.8 KM)
 DG8174'NORTH-NORTHEAST OF WAUBUN.
 DG8174' 
 DG8174'TO REACH TO THE STATION GO 1.0 MI (1.6 KM) NORTH ALONG TRUNK HIGHWAY
 DG8174'59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 113 IN
 DG8174'WAUBUN, TO TRUNK HIGHWAY 59 MILE POINT 290.70, THENCE 0.05 MI (0.1 KM)
 DG8174'EAST ON GRAVEL ROAD, 304.2 FT (92.7 M) EAST OF TRUNK HIGHWAY 59, 43.5
 DG8174'FT (13.3 M) NORTH OF GRAVEL ROAD, 1.1 FT (0.3 M) SOUTH OF A WITNESS
 DG8174'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8470 ***********************************************************************
 DG8470  DESIGNATION -  4407 A
 DG8470  PID         -  DG8470
 DG8470  STATE/COUNTY-  MN/MAHNOMEN
 DG8470  COUNTRY     -  US
 DG8470  USGS QUAD   -  FLOM NE (1966)
 DG8470
 DG8470                         *CURRENT SURVEY CONTROL
 DG8470  ______________________________________________________________________
 DG8470* NAD 83(2007) POSITION- 47 10 49.66863(N) 096 02 41.72625(W)   ADJUSTED  
 DG8470* NAD 83(2007) ELLIP HT-   350.661 (meters)        (02/10/07)   ADJUSTED
 DG8470* NAD 83(2007) EPOCH   -  2002.00
 DG8470* NAVD 88 ORTHO HEIGHT -   377.56   (meters)    1238.7   (feet) LEVELING  
 DG8470  ______________________________________________________________________
 DG8470  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 DG8470  NAD 83(2007) X  -   -457,377.939 (meters)                     COMP
 DG8470  NAD 83(2007) Y  - -4,319,081.705 (meters)                     COMP
 DG8470  NAD 83(2007) Z  -  4,655,681.526 (meters)                     COMP
 DG8470  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC09
 DG8470  VERT ORDER      -  THIRD ?
 DG8470
 DG8470  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8470  Type                                         Horiz  Ellip  Dist(km)
 DG8470  -------------------------------------------------------------------
 DG8470  NETWORK                                       0.56   0.63
 DG8470  -------------------------------------------------------------------
 DG8470  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.21   0.22      2.24
 DG8470  -------------------------------------------------------------------
 DG8470  NOTE: Click here for information on individual local accuracy
 DG8470  values and other accuracy information.
 DG8470
 DG8470
 DG8470.The horizontal coordinates were established by GPS observations
 DG8470.and adjusted by the National Geodetic Survey in February 2007.
 DG8470
 DG8470.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8470.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8470
 DG8470.The horizontal coordinates are valid at the epoch date displayed above
 DG8470.which is a decimal equivalence of Year/Month/Day.
 DG8470
 DG8470.The orthometric height was determined by differential leveling.
 DG8470.The vertical network tie was performed by a horz. field party for horz.
 DG8470.obs reductions. Reset procedures were used to establish the elevation.
 DG8470
 DG8470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8470
 DG8470.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8470
 DG8470.The ellipsoidal height was determined by GPS observations
 DG8470.and is referenced to NAD 83.
 DG8470
 DG8470. The following values were computed from the NAD 83(2007) position.
 DG8470
 DG8470;                    North         East     Units Scale Factor Converg.
 DG8470;SPC MN N     -   179,901.469   576,837.348   MT  0.99996768   -2 10 58.2
 DG8470;SPC MN N     -   590,226.74  1,892,507.20   sFT  0.99996768   -2 10 58.2
 DG8470;UTM  14      - 5,229,455.583   723,896.340   MT  1.00021613   +2 10 06.4
 DG8470;UTM  15      - 5,229,717.252   269,296.657   MT  1.00025417   -2 14 03.9
 DG8470
 DG8470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8470!SPC MN N     -   0.99994504  x   0.99996768  =   0.99991272
 DG8470!UTM  14      -   0.99994504  x   1.00021613  =   1.00016116
 DG8470!UTM  15      -   0.99994504  x   1.00025417  =   1.00019919
 DG8470
 DG8470                          SUPERSEDED SURVEY CONTROL
 DG8470
 DG8470  NAD 83(1996)-  47 10 49.66798(N)    096 02 41.72658(W) AD(       ) 1
 DG8470  ELLIP H (11/24/04)  350.672  (m)                       GP(       ) 3 2
 DG8470
 DG8470.Superseded values are not recommended for survey control.
 DG8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8470.See file dsdata.txt to determine how the superseded data were derived.
 DG8470
 DG8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2389629455(NAD 83)
 DG8470
 DG8470_MARKER: DD = SURVEY DISK
 DG8470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8470_STAMPING: 4407 A 2004
 DG8470_MARK LOGO: MNDT  
 DG8470_PROJECTION: RECESSED 3 CENTIMETERS
 DG8470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8470+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8470_ROD/PIPE-DEPTH:  6.1 meters
 DG8470
 DG8470  HISTORY     - Date     Condition        Report By
 DG8470  HISTORY     - 2004     MONUMENTED       MNDT
 DG8470
 DG8470                          STATION DESCRIPTION
 DG8470
 DG8470'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8470'5.0 MILES WEST OF WAUBUN, 5.20 MILES WEST ALONG TRUNK HIGHWAY 113 FROM
 DG8470'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT
 DG8470'TRUNK HIGHWAY 113 MILEPOINT 10.1, 68.5 FEET SOUTH OF TRUNK HIGHWAY
 DG8470'113, 26.1 FEET WEST OF FIELD ROAD, 1.2 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8471 ***********************************************************************
 DG8471  DESIGNATION -  4407 B
 DG8471  PID         -  DG8471
 DG8471  STATE/COUNTY-  MN/MAHNOMEN
 DG8471  COUNTRY     -  US
 DG8471  USGS QUAD   -  FLOM NE (1966)
 DG8471
 DG8471                         *CURRENT SURVEY CONTROL
 DG8471  ______________________________________________________________________
 DG8471* NAD 83(2007) POSITION- 47 10 49.52549(N) 096 01 24.97973(W)   ADJUSTED  
 DG8471* NAD 83(2007) ELLIP HT-   353.220 (meters)        (02/10/07)   ADJUSTED
 DG8471* NAD 83(2007) EPOCH   -  2002.00
 DG8471* NAVD 88 ORTHO HEIGHT -   380.15   (meters)    1247.2   (feet) LEVELING  
 DG8471  ______________________________________________________________________
 DG8471  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DG8471  NAD 83(2007) X  -   -455,771.397 (meters)                     COMP
 DG8471  NAD 83(2007) Y  - -4,319,256.541 (meters)                     COMP
 DG8471  NAD 83(2007) Z  -  4,655,680.399 (meters)                     COMP
 DG8471  LAPLACE CORR    -         -4.10  (seconds)                    DEFLEC09
 DG8471  VERT ORDER      -  THIRD ?
 DG8471
 DG8471  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8471  Type                                         Horiz  Ellip  Dist(km)
 DG8471  -------------------------------------------------------------------
 DG8471  NETWORK                                       0.56   0.63
 DG8471  -------------------------------------------------------------------
 DG8471  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.21   0.22      1.97
 DG8471  -------------------------------------------------------------------
 DG8471  NOTE: Click here for information on individual local accuracy
 DG8471  values and other accuracy information.
 DG8471
 DG8471
 DG8471.The horizontal coordinates were established by GPS observations
 DG8471.and adjusted by the National Geodetic Survey in February 2007.
 DG8471
 DG8471.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8471.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8471
 DG8471.The horizontal coordinates are valid at the epoch date displayed above
 DG8471.which is a decimal equivalence of Year/Month/Day.
 DG8471
 DG8471.The orthometric height was determined by differential leveling.
 DG8471.The vertical network tie was performed by a horz. field party for horz.
 DG8471.obs reductions. Reset procedures were used to establish the elevation.
 DG8471
 DG8471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8471
 DG8471.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8471
 DG8471.The ellipsoidal height was determined by GPS observations
 DG8471.and is referenced to NAD 83.
 DG8471
 DG8471. The following values were computed from the NAD 83(2007) position.
 DG8471
 DG8471;                    North         East     Units Scale Factor Converg.
 DG8471;SPC MN N     -   179,835.728   578,451.895   MT  0.99996768   -2 10 01.3
 DG8471;SPC MN N     -   590,011.05  1,897,804.26   sFT  0.99996768   -2 10 01.3
 DG8471;UTM  14      - 5,229,512.542   725,511.629   MT  1.00022506   +2 11 02.7
 DG8471;UTM  15      - 5,229,650.037   270,911.600   MT  1.00024504   -2 13 07.6
 DG8471
 DG8471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8471!SPC MN N     -   0.99994464  x   0.99996768  =   0.99991232
 DG8471!UTM  14      -   0.99994464  x   1.00022506  =   1.00016968
 DG8471!UTM  15      -   0.99994464  x   1.00024504  =   1.00018966
 DG8471
 DG8471                          SUPERSEDED SURVEY CONTROL
 DG8471
 DG8471  NAD 83(1996)-  47 10 49.52485(N)    096 01 24.98005(W) AD(       ) 1
 DG8471  ELLIP H (11/24/04)  353.231  (m)                       GP(       ) 3 2
 DG8471
 DG8471.Superseded values are not recommended for survey control.
 DG8471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8471.See file dsdata.txt to determine how the superseded data were derived.
 DG8471
 DG8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2551129512(NAD 83)
 DG8471
 DG8471_MARKER: DD = SURVEY DISK
 DG8471_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8471_STAMPING: 4407 B 2004
 DG8471_MARK LOGO: MNDT  
 DG8471_PROJECTION: RECESSED 5 CENTIMETERS
 DG8471_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8471+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8471_ROD/PIPE-DEPTH:  6.1 meters
 DG8471
 DG8471  HISTORY     - Date     Condition        Report By
 DG8471  HISTORY     - 2004     MONUMENTED       MNDT
 DG8471
 DG8471                          STATION DESCRIPTION
 DG8471
 DG8471'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8471'4.0 MILES WEST OF WAUBUN, 4.2 MILES WEST ALONG TRUNK HIGHWAY 113 FROM
 DG8471'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT
 DG8471'TRUNK HIGHWAY 113 MILEPOINT 11.10, 73.8 SOUTH OF TRUNK HIGHWAY 113,
 DG8471'1.7 FEET EAST OF RIGHT OF WAY POST, 1.3 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8472 ***********************************************************************
 DG8472  DESIGNATION -  4407 C
 DG8472  PID         -  DG8472
 DG8472  STATE/COUNTY-  MN/MAHNOMEN
 DG8472  COUNTRY     -  US
 DG8472  USGS QUAD   -  WAUBUN (1969)
 DG8472
 DG8472                         *CURRENT SURVEY CONTROL
 DG8472  ______________________________________________________________________
 DG8472* NAD 83(2007) POSITION- 47 10 50.81997(N) 095 58 33.10311(W)   ADJUSTED  
 DG8472* NAD 83(2007) ELLIP HT-   346.146 (meters)        (02/10/07)   ADJUSTED
 DG8472* NAD 83(2007) EPOCH   -  2002.00
 DG8472* NAVD 88 ORTHO HEIGHT -   373.15   (meters)    1224.2   (feet) LEVELING  
 DG8472  ______________________________________________________________________
 DG8472  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DG8472  NAD 83(2007) X  -   -452,168.529 (meters)                     COMP
 DG8472  NAD 83(2007) Y  - -4,319,600.880 (meters)                     COMP
 DG8472  NAD 83(2007) Z  -  4,655,702.383 (meters)                     COMP
 DG8472  LAPLACE CORR    -         -4.00  (seconds)                    DEFLEC09
 DG8472  VERT ORDER      -  THIRD ?
 DG8472
 DG8472  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8472  Type                                         Horiz  Ellip  Dist(km)
 DG8472  -------------------------------------------------------------------
 DG8472  NETWORK                                       0.58   0.65
 DG8472  -------------------------------------------------------------------
 DG8472  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.35   0.33      2.40
 DG8472  -------------------------------------------------------------------
 DG8472  NOTE: Click here for information on individual local accuracy
 DG8472  values and other accuracy information.
 DG8472
 DG8472
 DG8472.The horizontal coordinates were established by GPS observations
 DG8472.and adjusted by the National Geodetic Survey in February 2007.
 DG8472
 DG8472.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8472.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8472
 DG8472.The horizontal coordinates are valid at the epoch date displayed above
 DG8472.which is a decimal equivalence of Year/Month/Day.
 DG8472
 DG8472.The orthometric height was determined by differential leveling.
 DG8472.The vertical network tie was performed by a horz. field party for horz.
 DG8472.obs reductions. Reset procedures were used to establish the elevation.
 DG8472
 DG8472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8472
 DG8472.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8472
 DG8472.The ellipsoidal height was determined by GPS observations
 DG8472.and is referenced to NAD 83.
 DG8472
 DG8472. The following values were computed from the NAD 83(2007) position.
 DG8472
 DG8472;                    North         East     Units Scale Factor Converg.
 DG8472;SPC MN N     -   179,739.954   582,069.657   MT  0.99996761   -2 07 53.9
 DG8472;SPC MN N     -   589,696.83  1,909,673.53   sFT  0.99996761   -2 07 53.9
 DG8472;UTM  15      - 5,229,550.959   274,530.241   MT  1.00022482   -2 11 01.4
 DG8472;UTM  14      - 5,229,691.556   729,127.198   MT  1.00024526   +2 13 09.0
 DG8472
 DG8472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8472!SPC MN N     -   0.99994575  x   0.99996761  =   0.99991336
 DG8472!UTM  15      -   0.99994575  x   1.00022482  =   1.00017055
 DG8472!UTM  14      -   0.99994575  x   1.00024526  =   1.00019099
 DG8472
 DG8472                          SUPERSEDED SURVEY CONTROL
 DG8472
 DG8472  NAD 83(1996)-  47 10 50.81940(N)    095 58 33.10336(W) AD(       ) 1
 DG8472  ELLIP H (11/24/04)  346.154  (m)                       GP(       ) 3 2
 DG8472
 DG8472.Superseded values are not recommended for survey control.
 DG8472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8472.See file dsdata.txt to determine how the superseded data were derived.
 DG8472
 DG8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7453029550(NAD 83)
 DG8472
 DG8472_MARKER: DD = SURVEY DISK
 DG8472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8472_STAMPING: 4407 C 2004
 DG8472_MARK LOGO: MNDT  
 DG8472_PROJECTION: RECESSED 3 CENTIMETERS
 DG8472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8472+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8472_ROD/PIPE-DEPTH:  6.1 meters
 DG8472
 DG8472  HISTORY     - Date     Condition        Report By
 DG8472  HISTORY     - 2004     MONUMENTED       MNDT
 DG8472
 DG8472                          STATION DESCRIPTION
 DG8472
 DG8472'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8472'2.0 MILES WEST OF WAUBUN, 2.0 MILES WEST ALONG TRUNK HIGHWAY 113 FROM
 DG8472'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT
 DG8472'TRUNK HIGHWAY 113 MILEPOINT 13.35, 69.9 FEET NORTH OF TRUNK HIGHWAY
 DG8472'113, 68.7 FEET WEST OF COUNTY ROAD 26, 55.0 FEET EAST OF POWER POLE,
 DG8472'1.2 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG8473 ***********************************************************************
 DG8473  DESIGNATION -  4407 D
 DG8473  PID         -  DG8473
 DG8473  STATE/COUNTY-  MN/MAHNOMEN
 DG8473  COUNTRY     -  US
 DG8473  USGS QUAD   -  WAUBUN (1969)
 DG8473
 DG8473                         *CURRENT SURVEY CONTROL
 DG8473  ______________________________________________________________________
 DG8473* NAD 83(2007) POSITION- 47 10 50.70276(N) 095 57 15.66169(W)   ADJUSTED  
 DG8473* NAD 83(2007) ELLIP HT-   345.569 (meters)        (02/10/07)   ADJUSTED
 DG8473* NAD 83(2007) EPOCH   -  2002.00
 DG8473* NAVD 88 ORTHO HEIGHT -   372.60   (meters)    1222.4   (feet) LEVELING  
 DG8473  ______________________________________________________________________
 DG8473  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DG8473  NAD 83(2007) X  -   -450,546.953 (meters)                     COMP
 DG8473  NAD 83(2007) Y  - -4,319,772.592 (meters)                     COMP
 DG8473  NAD 83(2007) Z  -  4,655,699.499 (meters)                     COMP
 DG8473  LAPLACE CORR    -         -3.59  (seconds)                    DEFLEC09
 DG8473  VERT ORDER      -  THIRD ?
 DG8473
 DG8473  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG8473  Type                                         Horiz  Ellip  Dist(km)
 DG8473  -------------------------------------------------------------------
 DG8473  NETWORK                                       0.54   0.63
 DG8473  -------------------------------------------------------------------
 DG8473  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.47      2.19
 DG8473  -------------------------------------------------------------------
 DG8473  NOTE: Click here for information on individual local accuracy
 DG8473  values and other accuracy information.
 DG8473
 DG8473
 DG8473.The horizontal coordinates were established by GPS observations
 DG8473.and adjusted by the National Geodetic Survey in February 2007.
 DG8473
 DG8473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG8473.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG8473
 DG8473.The horizontal coordinates are valid at the epoch date displayed above
 DG8473.which is a decimal equivalence of Year/Month/Day.
 DG8473
 DG8473.The orthometric height was determined by differential leveling.
 DG8473.The vertical network tie was performed by a horz. field party for horz.
 DG8473.obs reductions. Reset procedures were used to establish the elevation.
 DG8473
 DG8473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8473
 DG8473.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG8473
 DG8473.The ellipsoidal height was determined by GPS observations
 DG8473.and is referenced to NAD 83.
 DG8473
 DG8473. The following values were computed from the NAD 83(2007) position.
 DG8473
 DG8473;                    North         East     Units Scale Factor Converg.
 DG8473;SPC MN N     -   179,675.916   583,698.903   MT  0.99996762   -2 06 56.5
 DG8473;SPC MN N     -   589,486.73  1,915,018.82   sFT  0.99996762   -2 06 56.5
 DG8473;UTM  15      - 5,229,485.422   276,159.839   MT  1.00021582   -2 10 04.5
 DG8473;UTM  14      - 5,229,751.317   730,757.067   MT  1.00025448   +2 14 05.9
 DG8473
 DG8473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8473!SPC MN N     -   0.99994584  x   0.99996762  =   0.99991346
 DG8473!UTM  15      -   0.99994584  x   1.00021582  =   1.00016164
 DG8473!UTM  14      -   0.99994584  x   1.00025448  =   1.00020030
 DG8473
 DG8473                          SUPERSEDED SURVEY CONTROL
 DG8473
 DG8473  NAD 83(1996)-  47 10 50.70228(N)    095 57 15.66186(W) AD(       ) 1
 DG8473  ELLIP H (11/24/04)  345.580  (m)                       GP(       ) 3 2
 DG8473
 DG8473.Superseded values are not recommended for survey control.
 DG8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8473.See file dsdata.txt to determine how the superseded data were derived.
 DG8473
 DG8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN7615929485(NAD 83)
 DG8473
 DG8473_MARKER: DD = SURVEY DISK
 DG8473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG8473_STAMPING: 4407 D 2004
 DG8473_MARK LOGO: MNDT  
 DG8473_PROJECTION: RECESSED 3 CENTIMETERS
 DG8473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8473+SATELLITE: SATELLITE OBSERVATIONS - 2004
 DG8473_ROD/PIPE-DEPTH: 15.2 meters
 DG8473
 DG8473  HISTORY     - Date     Condition        Report By
 DG8473  HISTORY     - 2004     MONUMENTED       MNDT
 DG8473
 DG8473                          STATION DESCRIPTION
 DG8473
 DG8473'DESCRIBED BY MN DEPT OF TRANSP 2004
 DG8473'1.0 MILES WEST OF WAUBUN, 1.0 MILES WEST ALONG TRUNK HIGHWAY 113 FROM
 DG8473'THE JUNCTION OF TRUNK HIGHWAY 113 AND TRUNK HIGHWAY 59 IN WAUBUN, AT
 DG8473'TRUNK HIGHWAY 113 MILEPOINT 14.40, 60 FEET NORTH OF TRUNK HIGHWAY 113,
 DG8473'60 FEET WEST OF DITCH
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0456 ***********************************************************************
 OP0456  DESIGNATION -  45 DWB
 OP0456  PID         -  OP0456
 OP0456  STATE/COUNTY-  MN/JACKSON
 OP0456  COUNTRY     -  US
 OP0456  USGS QUAD   -  LAKEFIELD NE (1982)
 OP0456
 OP0456                         *CURRENT SURVEY CONTROL
 OP0456  ______________________________________________________________________
 OP0456* NAD 83(1986) POSITION- 43 37 50.     (N) 095 06 54.     (W)   SCALED    
 OP0456* NAVD 88 ORTHO HEIGHT -   456.229  (meters)    1496.81  (feet) ADJUSTED  
 OP0456  ______________________________________________________________________
 OP0456  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 OP0456  DYNAMIC HEIGHT  -        456.121 (meters)     1496.46  (feet) COMP
 OP0456  MODELED GRAVITY -    980,370.3   (mgal)                       NAVD 88
 OP0456
 OP0456  VERT ORDER      -  SECOND    CLASS I
 OP0456
 OP0456.The horizontal coordinates were scaled from a topographic map and have
 OP0456.an estimated accuracy of +/- 6 seconds.
 OP0456.
 OP0456.The orthometric height was determined by differential leveling and
 OP0456.adjusted in June 1991.
 OP0456
 OP0456.The dynamic height is computed by dividing the NAVD 88
 OP0456.geopotential number by the normal gravity value computed on the
 OP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0456.degrees latitude (g = 980.6199 gals.).
 OP0456
 OP0456.The modeled gravity was interpolated from observed gravity values.
 OP0456
 OP0456;                    North         East    Units  Estimated Accuracy
 OP0456;SPC MN S     -   170,680.      710,020.      MT  (+/- 180 meters Scaled)
 OP0456
 OP0456                          SUPERSEDED SURVEY CONTROL
 OP0456
 OP0456.No superseded survey control is available for this station.
 OP0456
 OP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ293330(NAD 83)
 OP0456
 OP0456_MARKER: DD = SURVEY DISK
 OP0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0456_STAMPING: 45 DWB 1967 1496
 OP0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0456+STABILITY: SURFACE MOTION
 OP0456
 OP0456  HISTORY     - Date     Condition        Report By
 OP0456  HISTORY     - 1967     MONUMENTED       USGS
 OP0456  HISTORY     - 1974     GOOD             MNDT
 OP0456  HISTORY     - 1977     GOOD             MNDT
 OP0456
 OP0456                          STATION DESCRIPTION
 OP0456
 OP0456'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0456'4.25 MI SE FROM LAKEFIELD.
 OP0456'THE MARK IS LOCATED 3.0 MILES SOUTH ALONG TRUNK HIGHWAY 86 FROM ITS
 OP0456'JUNCTION WITH COUNTY ROAD 14 IN LAKEFIELD.  THENCE EAST ALONG A
 OP0456'TOWNSHIP ROAD FOR 3.0 MILES.  IT IS 30 FEET NORTH OF AND 2 FEET LOWER
 OP0456'THAN THE CENTER OF THE EAST-WEST TOWNSHIP ROAD, 38.0 FEET WEST OF THE
 OP0456'NORTH-SOUTH TOWNSHIP ROAD (0.5 MILE SOUTH OF FAI 90), AND 3.4 FEET
 OP0456'NORTHWEST OF A POWER POLE.  THE MARK IS SET IN THE TOP OF A CONCRETE
 OP0456'MONUMENT (MAGNETIC) THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 OP0456'GROUND, AND IS 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  SW 1/4, SEC
 OP0456'14, T 102, R 36N.
 OP0456
 OP0456                          STATION RECOVERY (1977)
 OP0456
 OP0456'RECOVERY NOTE BY MN DEPT OF TRANSP 1977
 OP0456'MARK IS 3.0 MILES SOUTH ALONG T.H. 86 FROM JCT. WITH CO. RD. 14 IN
 OP0456'LAKEFIELD. THENCE EAST ALONG A TWP. ROAD FOR 3.0 MILES. IT IS 30 FEET
 OP0456'NORTH OF AND 2 FEET LOWER THAN THE CENTER OF THE EAST-WEST TWP. ROAD,
 OP0456'38 FEET WEST OF THE NORTH-SOUTH TWP. ROAD (0.5 MILES SOUTH OF FAI-90)
 OP0456'AND 3.4 FEET NORTHWEST OF A POWER POLE. THE MARK IS SET IN THE TOP OF
 OP0456'A CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 1 INCH ABOVE GROUND, AND
 OP0456'IS 0.5 FEET SOUTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ1955 ***********************************************************************
 AJ1955  DESIGNATION -  45 LNB
 AJ1955  PID         -  AJ1955
 AJ1955  STATE/COUNTY-  MN/WADENA
 AJ1955  COUNTRY     -  US
 AJ1955  USGS QUAD   -  SEBEKA (1969)
 AJ1955
 AJ1955                         *CURRENT SURVEY CONTROL
 AJ1955  ______________________________________________________________________
 AJ1955* NAD 83(1986) POSITION- 46 37 45.     (N) 095 05 22.     (W)   SCALED    
 AJ1955* NAVD 88 ORTHO HEIGHT -   422.450  (meters)    1385.99  (feet) ADJUSTED  
 AJ1955  ______________________________________________________________________
 AJ1955  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AJ1955  DYNAMIC HEIGHT  -        422.461 (meters)     1386.02  (feet) COMP
 AJ1955  MODELED GRAVITY -    980,627.0   (mgal)                       NAVD 88
 AJ1955
 AJ1955  VERT ORDER      -  SECOND    CLASS I
 AJ1955
 AJ1955.The horizontal coordinates were scaled from a topographic map and have
 AJ1955.an estimated accuracy of +/- 6 seconds.
 AJ1955.
 AJ1955.The orthometric height was determined by differential leveling and
 AJ1955.adjusted in August 2004.
 AJ1955
 AJ1955.No vertical observational check was made to the station.
 AJ1955
 AJ1955.The dynamic height is computed by dividing the NAVD 88
 AJ1955.geopotential number by the normal gravity value computed on the
 AJ1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1955.degrees latitude (g = 980.6199 gals.).
 AJ1955
 AJ1955.The modeled gravity was interpolated from observed gravity values.
 AJ1955
 AJ1955;                    North         East    Units  Estimated Accuracy
 AJ1955;SPC MN C     -   281,420.      735,720.      MT  (+/- 180 meters Scaled)
 AJ1955
 AJ1955                          SUPERSEDED SURVEY CONTROL
 AJ1955
 AJ1955.No superseded survey control is available for this station.
 AJ1955
 AJ1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM400660(NAD 83)
 AJ1955
 AJ1955_MARKER: DB = BENCH MARK DISK
 AJ1955_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ1955+WITH SETTING: PAVEMENT
 AJ1955_SP_SET: WATER TOWER BASE
 AJ1955_STAMPING: 45 LNB 1967
 AJ1955_MARK LOGO: USGS  
 AJ1955_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1955+STABILITY: SURFACE MOTION
 AJ1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1955+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 AJ1955
 AJ1955  HISTORY     - Date     Condition        Report By
 AJ1955  HISTORY     - 1967     MONUMENTED       USGS
 AJ1955  HISTORY     - 19991006 GOOD             MNDT
 AJ1955
 AJ1955                          STATION DESCRIPTION
 AJ1955
 AJ1955'DESCRIBED BY MN DEPT OF TRANSP 1999 (DAS)
 AJ1955'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 AJ1955'SEBEKA, 335 FT (102.1 M) SOUTH OF TH 227, 100 FT (30.5 M) WEST OF
 AJ1955'JEFFERSON AVE, IN NW LEG OF WATER TWR.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0408 ***********************************************************************
 OP0408  DESIGNATION -  45 MC
 OP0408  PID         -  OP0408
 OP0408  STATE/COUNTY-  MN/NOBLES
 OP0408  COUNTRY     -  US
 OP0408  USGS QUAD   -  BREWSTER (1976)
 OP0408
 OP0408                         *CURRENT SURVEY CONTROL
 OP0408  ______________________________________________________________________
 OP0408* NAD 83(2007) POSITION- 43 37 50.01403(N) 095 29 33.81834(W)   ADJUSTED  
 OP0408* NAD 83(2007) ELLIP HT-   438.549 (meters)        (02/10/07)   ADJUSTED
 OP0408* NAD 83(2007) EPOCH   -  2002.00
 OP0408* NAVD 88 ORTHO HEIGHT -   465.401  (meters)    1526.90  (feet) ADJUSTED  
 OP0408  ______________________________________________________________________
 OP0408  NAD 83(2007) X  -   -442,626.888 (meters)                     COMP
 OP0408  NAD 83(2007) Y  - -4,602,980.011 (meters)                     COMP
 OP0408  NAD 83(2007) Z  -  4,378,775.004 (meters)                     COMP
 OP0408  LAPLACE CORR    -         -5.43  (seconds)                    DEFLEC09
 OP0408  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 OP0408  DYNAMIC HEIGHT  -        465.292 (meters)     1526.55  (feet) COMP
 OP0408  MODELED GRAVITY -    980,372.1   (mgal)                       NAVD 88
 OP0408
 OP0408  VERT ORDER      -  SECOND    CLASS I
 OP0408
 OP0408  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0408  Type                                         Horiz  Ellip  Dist(km)
 OP0408  -------------------------------------------------------------------
 OP0408  NETWORK                                       0.56   0.55
 OP0408  -------------------------------------------------------------------
 OP0408  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.49      5.69
 OP0408  -------------------------------------------------------------------
 OP0408  NOTE: Click here for information on individual local accuracy
 OP0408  values and other accuracy information.
 OP0408
 OP0408
 OP0408.The horizontal coordinates were established by GPS observations
 OP0408.and adjusted by the National Geodetic Survey in February 2007.
 OP0408
 OP0408.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0408.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0408
 OP0408.The horizontal coordinates are valid at the epoch date displayed above
 OP0408.which is a decimal equivalence of Year/Month/Day.
 OP0408
 OP0408.The orthometric height was determined by differential leveling and
 OP0408.adjusted in June 1991.
 OP0408
 OP0408.Photographs are available for this station.
 OP0408
 OP0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0408
 OP0408.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0408
 OP0408.The ellipsoidal height was determined by GPS observations
 OP0408.and is referenced to NAD 83.
 OP0408
 OP0408.The dynamic height is computed by dividing the NAVD 88
 OP0408.geopotential number by the normal gravity value computed on the
 OP0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0408.degrees latitude (g = 980.6199 gals.).
 OP0408
 OP0408.The modeled gravity was interpolated from observed gravity values.
 OP0408
 OP0408. The following values were computed from the NAD 83(2007) position.
 OP0408
 OP0408;                    North         East     Units Scale Factor Converg.
 OP0408;SPC MN S     -   171,164.141   679,535.911   MT  1.00003660   -1 02 46.7
 OP0408;SPC MN S     -   561,561.02  2,229,444.07   sFT  1.00003660   -1 02 46.7
 OP0408;UTM  15      - 4,833,860.545   298,908.764   MT  1.00009742   -1 43 14.1
 OP0408
 OP0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0408!SPC MN S     -   0.99993124  x   1.00003660  =   0.99996783
 OP0408!UTM  15      -   0.99993124  x   1.00009742  =   1.00002865
 OP0408
 OP0408                          SUPERSEDED SURVEY CONTROL
 OP0408
 OP0408  NAD 83(1996)-  43 37 50.01358(N)    095 29 33.81742(W) AD(       ) 1
 OP0408  ELLIP H (04/27/05)  438.570  (m)                       GP(       ) 4 1
 OP0408  NAVD 88 (04/27/05)  465.40   (m)         1526.9    (f) LEVELING    3  
 OP0408
 OP0408.Superseded values are not recommended for survey control.
 OP0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0408.See file dsdata.txt to determine how the superseded data were derived.
 OP0408
 OP0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9890833860(NAD 83)
 OP0408
 OP0408_MARKER: DB = BENCH MARK DISK
 OP0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0408_STAMPING: 45 MC 1958 1526
 OP0408_MARK LOGO: USGS  
 OP0408_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OP0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0408+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 OP0408
 OP0408  HISTORY     - Date     Condition        Report By
 OP0408  HISTORY     - 1958     MONUMENTED       USGS
 OP0408  HISTORY     - 1975     GOOD             MNDT
 OP0408  HISTORY     - 20031118 GOOD             MNDT
 OP0408
 OP0408                          STATION DESCRIPTION
 OP0408
 OP0408'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0408'4.4 MI E FROM WORTHINGTON.
 OP0408'THE MARK IS LOCATED 4.4 MILES EAST ALONG A TOWNSHIP ROAD (EXTENSION OF
 OP0408'OXFORD STREET) FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 60 IN
 OP0408'WORTHINGTON.  IT IS ALSO 3.6 MILES EAST ALONG FAI 90 FROM THE JUNCTION
 OP0408'OF FAI 90 AND TRUNK HIGHWAY 60.  THENCE SOUTH ALONG A TOWNSHIP ROAD
 OP0408'FOR 0.5 MILE.  IT IS 31.0 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 OP0408'TOWNSHIP ROAD, 44.0 FEET SOUTH OF THE EAST WEST TOWNSHIP ROAD, 10.2
 OP0408'FEET SOUTH OF A WOOD CORNER FENCE POST.  THE MARK IS SET IN THE TOP OF
 OP0408'A CONCRETE POST (MAGNETIC) THAT IS FLUSH WITH THE GROUND. IT IS 0.9
 OP0408'FEET WEST OF A STEEL WITNESS POST AND IS ABOUT 3 FEET LOWER THAN THE
 OP0408'ROADS.  NW 1/4, SEC 23, T 102N, R 39W.
 OP0408
 OP0408                          STATION RECOVERY (2003)
 OP0408
 OP0408'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK)
 OP0408'0.4 MILE NORTH THEN 4.7 MILES EAST OF COUNTY COURTHOUSE AT WORTHINGTON
 OP0408'AT CROSSROAD,  45 FEET SOUTH OF THE CENTER OF 250TH STREET, 32 FEET
 OP0408'EAST OF THE CENTER OF ULRICH  AVENUE, 10.5 FEET SOUTH AND 1 FOOT WEST
 OP0408'OF FENCE CORNER, 12.8 FEET SOUTHEAST OF UTILITY  POLE, 0.8 FOOT WEST
 OP0408'OF WITNESS POST.  THE MARK IS A US GEOLOGICAL SURVEY BENCHMARK DISK
 OP0408'SET IN A CONCRETE POST, FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1125 ***********************************************************************
 PQ1125  DESIGNATION -  45 T
 PQ1125  PID         -  PQ1125
 PQ1125  STATE/COUNTY-  MN/LYON
 PQ1125  COUNTRY     -  US
 PQ1125  USGS QUAD   -  SCHOOL GROVE LAKE (1962)
 PQ1125
 PQ1125                         *CURRENT SURVEY CONTROL
 PQ1125  ______________________________________________________________________
 PQ1125* NAD 83(1996) POSITION- 44 30 04.05326(N) 095 37 09.85727(W)   ADJUSTED  
 PQ1125* NAVD 88 ORTHO HEIGHT -   331.41   (+/-2cm)    1087.3   (feet) VERTCON   
 PQ1125  ______________________________________________________________________
 PQ1125  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 PQ1125  LAPLACE CORR    -         -2.43  (seconds)                    DEFLEC09
 PQ1125  HORZ ORDER      -  THIRD
 PQ1125  VERT ORDER      -  THIRD ? (See Below)
 PQ1125
 PQ1125.The horizontal coordinates were established by classical geodetic methods
 PQ1125.and adjusted by the National Geodetic Survey in March 1999.
 PQ1125.
 PQ1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1125
 PQ1125.The vertical order pertains to the NGVD 29 superseded value.
 PQ1125
 PQ1125.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1125
 PQ1125. The following values were computed from the NAD 83(1996) position.
 PQ1125
 PQ1125;                    North         East     Units Scale Factor Converg.
 PQ1125;SPC MN S     -   268,067.634   671,230.388   MT  0.99992204   -1 08 06.3
 PQ1125;SPC MN S     -   879,485.23  2,202,195.03   sFT  0.99992204   -1 08 06.3
 PQ1125;UTM  15      - 4,930,871.778   291,765.853   MT  1.00013328   -1 50 12.0
 PQ1125
 PQ1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1125!SPC MN S     -   0.99995230  x   0.99992204  =   0.99987435
 PQ1125!UTM  15      -   0.99995230  x   1.00013328  =   1.00008558
 PQ1125
 PQ1125                          SUPERSEDED SURVEY CONTROL
 PQ1125
 PQ1125  NAD 83(1996)-  44 30 04.04667(N)    095 37 09.85174(W) AD(       ) 3
 PQ1125  NAD 83(1986)-  44 30 04.04648(N)    095 37 09.84916(W) AD(       ) 3
 PQ1125  NAD 27      -  44 30 04.18880(N)    095 37 08.78614(W) AD(       ) 3
 PQ1125  NGVD 29 (07/19/86)  331.23   (m)         1086.7    (f) LEVELING    3  
 PQ1125
 PQ1125.Superseded values are not recommended for survey control.
 PQ1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1125.See file dsdata.txt to determine how the superseded data were derived.
 PQ1125
 PQ1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK9176530871(NAD 83)
 PQ1125
 PQ1125_MARKER: DB = BENCH MARK DISK
 PQ1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1125_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1125_STAMPING: 45 T 1960 1087
 PQ1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1125+STABILITY: SURFACE MOTION
 PQ1125
 PQ1125  HISTORY     - Date     Condition        Report By
 PQ1125  HISTORY     - 1960     MONUMENTED       USGS
 PQ1125
 PQ1125                          STATION DESCRIPTION
 PQ1125
 PQ1125'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1125'MARSHALL, 3.5 MILES N AND 9 MILES E OF. 29 FT S, 1158 FT W, AND 20.2
 PQ1125'FT HIGHER THAN T-ROAD W AT CORNER SECTIONS 13,14,23,24,T.112N,R.40W,
 PQ1125'26 FT E OF FIELD ENTRANCE S AND 1.0 FT N OF E-W FENCE. IN CONCRETE
 PQ1125'A STANDARD TABLET STAMPED---45 T 1960 1087 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1478 ***********************************************************************
 TD1478  DESIGNATION -  45002 A
 TD1478  PID         -  TD1478
 TD1478  STATE/COUNTY-  MN/MARSHALL
 TD1478  COUNTRY     -  US
 TD1478  USGS QUAD   -  WARREN (1982)
 TD1478
 TD1478                         *CURRENT SURVEY CONTROL
 TD1478  ______________________________________________________________________
 TD1478* NAD 83(1986) POSITION- 48 11 42.17   (N) 096 46 44.89   (W)   HD_HELD1  
 TD1478* NAVD 88 ORTHO HEIGHT -   261.024  (meters)     856.38  (feet) ADJUSTED  
 TD1478  ______________________________________________________________________
 TD1478  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 TD1478  DYNAMIC HEIGHT  -        261.078 (meters)      856.55  (feet) COMP
 TD1478  MODELED GRAVITY -    980,811.2   (mgal)                       NAVD 88
 TD1478
 TD1478  VERT ORDER      -  SECOND    CLASS I
 TD1478
 TD1478.The horizontal coordinates were established by differentially corrected
 TD1478.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TD1478.
 TD1478.The orthometric height was determined by differential leveling and
 TD1478.adjusted in June 1991.
 TD1478
 TD1478.Photographs are available for this station.
 TD1478
 TD1478.The dynamic height is computed by dividing the NAVD 88
 TD1478.geopotential number by the normal gravity value computed on the
 TD1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1478.degrees latitude (g = 980.6199 gals.).
 TD1478
 TD1478.The modeled gravity was interpolated from observed gravity values.
 TD1478
 TD1478;                    North         East    Units  Estimated Accuracy
 TD1478;SPC MN N     -   294,954.1     526,604.1     MT  (+/- 3 meters HH1 GPS) 
 TD1478
 TD1478                          SUPERSEDED SURVEY CONTROL
 TD1478
 TD1478.No superseded survey control is available for this station.
 TD1478
 TD1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6503640364(NAD 83)
 TD1478
 TD1478_MARKER: DB = BENCH MARK DISK
 TD1478_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TD1478_SP_SET: BRIDGE ABUTMENT
 TD1478_STAMPING: 45002 A 1971
 TD1478_MARK LOGO: MNHD  
 TD1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD1478+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 TD1478
 TD1478  HISTORY     - Date     Condition        Report By
 TD1478  HISTORY     - 1971     MONUMENTED       MNHD
 TD1478  HISTORY     - 1986     GOOD             MNDT
 TD1478  HISTORY     - 20060116 GOOD             CPSLTD
 TD1478
 TD1478                          STATION DESCRIPTION
 TD1478
 TD1478'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1478'IN WARREN.
 TD1478'THE MARK IS LOCATED IN THE TOWN OF WARREN, IN THE NW 1/4 OF SECTION
 TD1478'1, T154N, R48W, IN THE SOUTHEAST CORNER OF THE TRUNK HIGHWAY 1 BRIDGE
 TD1478'(NUMBER 45002) OVER THE SNAKE RIVER, 0.35 MILE WEST ALONG TRUNK
 TD1478'HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 75 IN WARREN.  THE
 TD1478'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---45002 A 1971---, IS
 TD1478'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE
 TD1478'BRIDGE.  THE MARK IS 30.0 FEET SOUTH OF THE CENTERLINE OF TRUNK
 TD1478'HIGHWAY 1 AT MILEPOINT 16.7, 6.4 FEET WEST OF THE NORTHWEST CORNER OF
 TD1478'A POWER CABLE BOX, AND IT IS ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 TD1478'HIGHWAY.
 TD1478
 TD1478                          STATION RECOVERY (2006)
 TD1478
 TD1478'RECOVERY NOTE BY CPS LTD 2006 (PMK)
 TD1478'RECOVERED AS DESRIBED
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1479 ***********************************************************************
 TD1479  DESIGNATION -  4501 A
 TD1479  PID         -  TD1479
 TD1479  STATE/COUNTY-  MN/MARSHALL
 TD1479  COUNTRY     -  US
 TD1479  USGS QUAD   -  OSLO NE (1966)
 TD1479
 TD1479                         *CURRENT SURVEY CONTROL
 TD1479  ______________________________________________________________________
 TD1479* NAD 83(1986) POSITION- 48 11 41.7    (N) 097 00 18.6    (W)   HD_HELD2  
 TD1479* NAVD 88 ORTHO HEIGHT -   248.750  (meters)     816.11  (feet) ADJUSTED  
 TD1479  ______________________________________________________________________
 TD1479  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 TD1479  DYNAMIC HEIGHT  -        248.805 (meters)      816.29  (feet) COMP
 TD1479  MODELED GRAVITY -    980,827.7   (mgal)                       NAVD 88
 TD1479
 TD1479  VERT ORDER      -  SECOND    CLASS I
 TD1479
 TD1479.The horizontal coordinates were established by autonomous hand held GPS
 TD1479.observations and have an estimated accuracy of +/- 10 meters.
 TD1479.
 TD1479.The orthometric height was determined by differential leveling and
 TD1479.adjusted in June 1991.
 TD1479
 TD1479.Photographs are available for this station.
 TD1479
 TD1479.The dynamic height is computed by dividing the NAVD 88
 TD1479.geopotential number by the normal gravity value computed on the
 TD1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1479.degrees latitude (g = 980.6199 gals.).
 TD1479
 TD1479.The modeled gravity was interpolated from observed gravity values.
 TD1479
 TD1479;                    North         East    Units  Estimated Accuracy
 TD1479;SPC MN N     -   295,764.      509,821.      MT  (+/- 10 meters HH2 GPS)
 TD1479
 TD1479                          SUPERSEDED SURVEY CONTROL
 TD1479
 TD1479.No superseded survey control is available for this station.
 TD1479
 TD1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4824039888(NAD 83)
 TD1479
 TD1479_MARKER: DB = BENCH MARK DISK
 TD1479_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TD1479_SP_SET: BRIDGE ABUTMENT
 TD1479_STAMPING: 4501 A 1987
 TD1479_MARK LOGO: MNHD  
 TD1479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 TD1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1479+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 TD1479
 TD1479  HISTORY     - Date     Condition        Report By
 TD1479  HISTORY     - 1969     MONUMENTED       MNHD
 TD1479  HISTORY     - 1987     GOOD             MNDT
 TD1479  HISTORY     - 20030617 GOOD             MNDT
 TD1479  HISTORY     - 20081124 GOOD             MNDT
 TD1479  HISTORY     - 20100828 POOR             WOOLPT
 TD1479  HISTORY     - 20100928 GOOD             WOOLPT
 TD1479  HISTORY     - 20101013 GOOD             WOOLPT
 TD1479
 TD1479                          STATION DESCRIPTION
 TD1479
 TD1479'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1479'0.3 MI WEST FROM ALVARADO.
 TD1479'THE MARK IS LOCATED ABOUT 1/4 MILE WEST OF THE TOWN OF ALVARADO, IN
 TD1479'THE NE 1/4 OF SECTION 6, T154N, R49W, IN THE SOUTHEAST CORNER OF THE
 TD1479'TRUNK HIGHWAY 1 BRIDGE (NUMBER 45001) OVER THE SNAKE RIVER, 0.25 MILE
 TD1479'WEST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220
 TD1479'IN ALVARADO.  THE MARK, A STANDARD MNHD BENCH MARK DISK SET IN 1969
 TD1479'AND STAMPED---4501 A 1987--- IN 1987, IS SET FLUSH IN A DRILL HOLE IN
 TD1479'THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.  THE MARK IS 19.0
 TD1479'FEET SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 1 AT MILEPOINT 6.3 AND
 TD1479'IT IS ABOUT LEVEL WITH THE HIGHWAY.
 TD1479
 TD1479                          STATION RECOVERY (2003)
 TD1479
 TD1479'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 TD1479'THE MARK WAS RECOVERED IN GOOD CONDITION.
 TD1479
 TD1479                          STATION RECOVERY (2008)
 TD1479
 TD1479'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 TD1479'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF BIG
 TD1479'WOODS, 5.9 MI (9.5 KM) EAST OF OSLO AND 0.4 MI (0.6 KM) WEST OF
 TD1479'ALVARADO.
 TD1479' 
 TD1479'TO REACH TO THE MARK IN SOUTHEAST CORNER OF TRUNK HIGHWAY 1 BRIDGE
 TD1479'45001 OVER SNAKE RIVER, GO 0.25 MI (0.4 KM) WEST ON TRUNK HIGHWAY 1
 TD1479'AND TRUNK HIGHWAY 200 FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 TD1479'HIGHWAY 200, AT TRUNK HIGHWAY 1 MILE POINT 6.3, 19 FT (5.8 M) SOUTH OF
 TD1479'TRUNK HIGHWAY 1.
 TD1479
 TD1479                          STATION RECOVERY (2010)
 TD1479
 TD1479'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 TD1479'MARK RECOVERED IN POOR CONDITION.
 TD1479
 TD1479                          STATION RECOVERY (2010)
 TD1479
 TD1479'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 TD1479'RECOVERED IN GOOD CONDITION.
 TD1479
 TD1479                          STATION RECOVERY (2010)
 TD1479
 TD1479'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 TD1479'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR SNAKE RIVER AT
 TD1479'ALVARADO MN1 LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER
 TD1479'GAUGE (05086000).
 TD1479' 
 TD1479'THE MARK IS 0.13 FEET BELOW ZERO GAGE AT SNAKE RIVER AT ALVARADO MN1.
 TD1479' 
 TD1479' 
 TD1479'THE MARK IS 1.46 FEET ABOVE NGVD29 AT SNAKE RIVER AT ALVARADO MN1.
 TD1479' 
 TD1479'B.M. 1 (BASE) - MINNESOTA DEPARTMENT OF HIGHWAYS BRASS DISK  4561A ON
 TD1479'SE WING WALL. ELEVATION=915.02 FT GAUGE DATUM (816.235 FT NGVD 29) -
 TD1479'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5610 ***********************************************************************
 DG5610  DESIGNATION -  4501 A 1
 DG5610  PID         -  DG5610
 DG5610  STATE/COUNTY-  MN/MARSHALL
 DG5610  COUNTRY     -  US
 DG5610  USGS QUAD   -  OSLO NE (1966)
 DG5610
 DG5610                         *CURRENT SURVEY CONTROL
 DG5610  ______________________________________________________________________
 DG5610* NAD 83(2007) POSITION- 48 11 41.29313(N) 097 01 41.06554(W)   ADJUSTED  
 DG5610* NAD 83(2007) ELLIP HT-   220.111 (meters)        (03/23/10)   ADJUSTED
 DG5610* NAD 83(2007) EPOCH   -  2002.00
 DG5610* NAVD 88 ORTHO HEIGHT -   247.094  (meters)     810.67  (feet) ADJUSTED  
 DG5610  ______________________________________________________________________
 DG5610  NAD 83(2007) X  -   -521,203.640 (meters)                     COMP
 DG5610  NAD 83(2007) Y  - -4,227,736.573 (meters)                     COMP
 DG5610  NAD 83(2007) Z  -  4,731,506.815 (meters)                     COMP
 DG5610  LAPLACE CORR    -         -2.59  (seconds)                    DEFLEC09
 DG5610  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DG5610  DYNAMIC HEIGHT  -        247.149 (meters)      810.85  (feet) COMP
 DG5610  MODELED GRAVITY -    980,827.0   (mgal)                       NAVD 88
 DG5610
 DG5610  HORZ ORDER      -  FIRST
 DG5610  VERT ORDER      -  SECOND    CLASS I
 DG5610  ELLP ORDER      -  FOURTH    CLASS I
 DG5610
 DG5610.The horizontal coordinates were established by GPS observations
 DG5610.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5610
 DG5610.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5610.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5610
 DG5610.The horizontal coordinates are valid at the epoch date displayed above
 DG5610.which is a decimal equivalence of Year/Month/Day.
 DG5610
 DG5610.The orthometric height was determined by differential leveling and
 DG5610.adjusted in July 2004.
 DG5610
 DG5610.No vertical observational check was made to the station.
 DG5610
 DG5610.Photographs are available for this station.
 DG5610
 DG5610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5610
 DG5610.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5610
 DG5610.The ellipsoidal height was determined by GPS observations
 DG5610.and is referenced to NAD 83.
 DG5610
 DG5610.The dynamic height is computed by dividing the NAVD 88
 DG5610.geopotential number by the normal gravity value computed on the
 DG5610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5610.degrees latitude (g = 980.6199 gals.).
 DG5610
 DG5610.The modeled gravity was interpolated from observed gravity values.
 DG5610
 DG5610. The following values were computed from the NAD 83(2007) position.
 DG5610
 DG5610;                    North         East     Units Scale Factor Converg.
 DG5610;SPC MN N     -   295,837.233   508,119.668   MT  0.99992247   -2 54 41.6
 DG5610;SPC MN N     -   970,592.66  1,667,055.94   sFT  0.99992247   -2 54 41.6
 DG5610;UTM  14      - 5,339,832.267   646,539.015   MT  0.99986385   +1 28 12.6
 DG5610
 DG5610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5610!SPC MN N     -   0.99996550  x   0.99992247  =   0.99988798
 DG5610!UTM  14      -   0.99996550  x   0.99986385  =   0.99982936
 DG5610
 DG5610                          SUPERSEDED SURVEY CONTROL
 DG5610
 DG5610  ELLIP H (07/11/08)  220.181  (m)                       GP(2002.00) 1 1
 DG5610  NAVD 88 (03/23/10)  247.09   (m)          810.7    (f) LEVELING    3  
 DG5610  NAVD 88 (07/11/08)  247.15   (m)          810.9    (f) LEVELING    3  
 DG5610
 DG5610.Superseded values are not recommended for survey control.
 DG5610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5610.See file dsdata.txt to determine how the superseded data were derived.
 DG5610
 DG5610_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4653939832(NAD 83)
 DG5610
 DG5610_MARKER: DD = SURVEY DISK
 DG5610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5610_STAMPING: 4501 A1 2003
 DG5610_MARK LOGO: MNDT  
 DG5610_PROJECTION: RECESSED 3 CENTIMETERS
 DG5610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5610+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2008
 DG5610_ROD/PIPE-DEPTH:  7.6 meters
 DG5610
 DG5610  HISTORY     - Date     Condition        Report By
 DG5610  HISTORY     - 2003     MONUMENTED       MNDT
 DG5610  HISTORY     - 20070606 GOOD             MNDT
 DG5610  HISTORY     - 20080221 GOOD             MNDT
 DG5610  HISTORY     - 20081124 GOOD             MNDT
 DG5610
 DG5610                          STATION DESCRIPTION
 DG5610
 DG5610'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5610'THE MARK IS 1.25 MILES (2.01 KM) WEST OF ALVARADO, 1.25 MILES (2.01
 DG5610'KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY 1
 DG5610'AND TRUNK HIGHWAY 220 IN ALVARADO, AT TRUNK HIGHWAY 1 MILEPOINT 5.2,
 DG5610'68.5 FEET (20.9 M) SOUTH OF TRUNK HIGHWAY 1, 15.4 FEET (4.7 M) WEST OF
 DG5610'ENTRANCE, 56.0 FEET (17.1 M) NORTH OF NORTH RAIL OF RAIL ROAD, 2.0
 DG5610'FEET (0.6 M) EAST OF WITNESS POST.  THE MARK, A STANDARD STATE OF
 DG5610'MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET
 DG5610'ON TOP OF A 25 FOOT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M)
 DG5610'STABILIZER FIN IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5610
 DG5610                          STATION RECOVERY (2007)
 DG5610
 DG5610'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5610'1.25 MILES WEST OF ALVORADO, 1.25 MILES WEST ALONG TRUNK HIGHWAY 1
 DG5610'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 220 IN
 DG5610'ALVORADO, AT TRUNK HIGHWAY 1 MILEPOINT 5.2, 68.5 FEET SOUTH OF TRUNK
 DG5610'HIGHWAY 1, 15.4 FEET WEST OF ENTRANCE, 56.0 FEET NORTH OF NORTH RAIL
 DG5610'OF RAILROAD, 2.0 FEET EAST OF WITNESS POST.
 DG5610
 DG5610                          STATION RECOVERY (2008)
 DG5610
 DG5610'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JBG)
 DG5610'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF BIG
 DG5610'WOODS, 4.8 MI (7.7 KM) EAST OF OSLO AND 1.5 MI (2.4 KM) WEST OF
 DG5610'ALVARADO.
 DG5610' 
 DG5610'TO REACH TO THE MARK GO 1.25 MI (2.0 KM) WEST OF ALVORADO, 1.25 MI
 DG5610'(2.0 KM) WEST ALONG TRUNK HIGHWAY 1 FROM THE JUNCTION OF TRUNK HIGHWAY
 DG5610'1 AND TRUNK HIGHWAY 220 IN ALVORADO, AT TRUNK HIGHWAY 1 MILE POINT
 DG5610'5.2, 68.5 FT (20.9 M) SOUTH OF TRUNK HIGHWAY 1, 15.4 FT (4.7 M) WEST
 DG5610'OF ENTRANCE, 56.0 FT (17.1 M) NORTH OF NORTH RAIL OF RAILROAD, 2.0 FT
 DG5610'(0.6 M) EAST OF A WITNESS POST.
 DG5610
 DG5610                          STATION RECOVERY (2008)
 DG5610
 DG5610'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DG5610'1.25 MILES WEST OF ALVORADO, 1.25 MILES WEST ALONG TRUNK HIGHWAY 1
 DG5610'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 220 IN
 DG5610'ALVORADO, AT TRUNK HIGHWAY 1 MILEPOINT 5.2, 68.5 FEET SOUTH OF TRUNK
 DG5610'HIGHWAY 1, 15.4 FEET WEST OF ENTRANCE, 56.0 FEET NORTH OF NORTH RAIL
 DG5610'OF RAILROAD, 2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5611 ***********************************************************************
 DG5611  DESIGNATION -  4501 A 2
 DG5611  PID         -  DG5611
 DG5611  STATE/COUNTY-  MN/MARSHALL
 DG5611  COUNTRY     -  US
 DG5611  USGS QUAD   -  OSLO NE (1966)
 DG5611
 DG5611                         *CURRENT SURVEY CONTROL
 DG5611  ______________________________________________________________________
 DG5611* NAD 83(1986) POSITION- 48 11 41.1    (N) 097 03 50.9    (W)   HD_HELD2  
 DG5611* NAVD 88 ORTHO HEIGHT -   247.367  (meters)     811.57  (feet) ADJUSTED  
 DG5611  ______________________________________________________________________
 DG5611  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DG5611  DYNAMIC HEIGHT  -        247.421 (meters)      811.75  (feet) COMP
 DG5611  MODELED GRAVITY -    980,825.5   (mgal)                       NAVD 88
 DG5611
 DG5611  VERT ORDER      -  SECOND    CLASS I
 DG5611
 DG5611.The horizontal coordinates were established by autonomous hand held GPS
 DG5611.observations and have an estimated accuracy of +/- 10 meters.
 DG5611.
 DG5611.The orthometric height was determined by differential leveling and
 DG5611.adjusted in July 2004.
 DG5611
 DG5611.No vertical observational check was made to the station.
 DG5611
 DG5611.Photographs are available for this station.
 DG5611
 DG5611.The dynamic height is computed by dividing the NAVD 88
 DG5611.geopotential number by the normal gravity value computed on the
 DG5611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5611.degrees latitude (g = 980.6199 gals.).
 DG5611
 DG5611.The modeled gravity was interpolated from observed gravity values.
 DG5611
 DG5611;                    North         East    Units  Estimated Accuracy
 DG5611;SPC MN N     -   295,968.      505,442.      MT  (+/- 10 meters HH2 GPS)
 DG5611
 DG5611                          SUPERSEDED SURVEY CONTROL
 DG5611
 DG5611.No superseded survey control is available for this station.
 DG5611
 DG5611_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4385939758(NAD 83)
 DG5611
 DG5611_MARKER: DD = SURVEY DISK
 DG5611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5611_STAMPING: 4501 A2 2003
 DG5611_MARK LOGO: MNDT  
 DG5611_PROJECTION: FLUSH
 DG5611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5611+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DG5611_ROD/PIPE-DEPTH:  7.6 meters
 DG5611
 DG5611  HISTORY     - Date     Condition        Report By
 DG5611  HISTORY     - 2003     MONUMENTED       MNDT
 DG5611  HISTORY     - 20080812 GOOD             INDIV
 DG5611  HISTORY     - 20081124 GOOD             MNDT
 DG5611  HISTORY     - 20100828 GOOD             WOOLPT
 DG5611  HISTORY     - 20100928 GOOD             WOOLPT
 DG5611  HISTORY     - 20101013 GOOD             WOOLPT
 DG5611
 DG5611                          STATION DESCRIPTION
 DG5611
 DG5611'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5611'THE MARK IS 3.0 MILES (4.8 KM) WEST OF ALVARADO, 3.0 MILES (4.8 KM)
 DG5611'WEST ALONG TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DG5611'HIGHWAY 220 IN ALVARADO, AT TRUNK HIGHWAY 1 MILEPOINT 3.5, 145.3 FEET
 DG5611'(44.3 M) SOUTH OF TRUNK HIGHWAY 1, 34.5 FEET (10.5 M) WEST OF COUNTY
 DG5611'ROAD 17, 21.4 FEET (6.5 M) SOUTH OF FIELD ENTRANCE, 2.0 FEET (0.6 M)
 DG5611'WEST OF WITNESS POST.  THE MARK, A STANDARD STATE OF MINNESOTA
 DG5611'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF
 DG5611'A 25 FOOT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5611'FIN IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5611
 DG5611                          STATION RECOVERY (2008)
 DG5611
 DG5611'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CLB)
 DG5611'RECOVERED IN GOOD CONDITION
 DG5611
 DG5611                          STATION RECOVERY (2008)
 DG5611
 DG5611'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DG5611'THE STATION IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHEAST OF BIG
 DG5611'WOODS, 3.1 MI (5.0 KM) WEST OF ALVARADO AND 3.1 MI (5.0 KM) EAST OF
 DG5611'OSLO.
 DG5611' 
 DG5611'TO REACH TO THE MARK GO 3.0 MI (4.8 KM) WEST ALONG TRUNK HIGHWAY 1
 DG5611'FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 220 IN
 DG5611'ALVARADO, AT TRUNK HIGHWAY 1 MILE POINT 3.5, 145.3 FT (44.3 M) SOUTH
 DG5611'OF TRUNK HIGHWAY 1, 34.5 FT (10.5 M) WEST OF COUNTY ROAD 17, 21.4 FT
 DG5611'(6.5 M) SOUTH OF A FIELD ENTRANCE, 2.0 FT (0.6 M) WEST OF A WITNESS
 DG5611'POST.
 DG5611
 DG5611                          STATION RECOVERY (2010)
 DG5611
 DG5611'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DG5611'RECOVERED IN GOOD CONDITION.
 DG5611
 DG5611                          STATION RECOVERY (2010)
 DG5611
 DG5611'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DG5611'RECOVERED IN GOOD CONDITION.
 DG5611
 DG5611                          STATION RECOVERY (2010)
 DG5611
 DG5611'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DG5611'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR SNAKE RIVER AT
 DG5611'ALVARADO MN1 LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER
 DG5611'GAUGE (05086000).
 DG5611' 
 DG5611'THE MARK IS 4.67 FEET BELOW ZERO GAGE AT SNAKE RIVER AT ALVARADO MN1.
 DG5611' 
 DG5611' 
 DG5611'THE MARK IS 1.46 FEET ABOVE NGVD29 AT SNAKE RIVER AT ALVARADO MN1.
 DG5611' 
 DG5611'B.M. 1 (BASE) - MINNESOTA DEPARTMENT OF HIGHWAYS BRASS DISK  4561A ON
 DG5611'SE WING WALL. ELEVATION=915.02 FT GAUGE DATUM (816.235 FT NGVD 29) -
 DG5611'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5612 ***********************************************************************
 DG5612  DESIGNATION -  4501 A 3
 DG5612  PID         -  DG5612
 DG5612  STATE/COUNTY-  MN/MARSHALL
 DG5612  COUNTRY     -  US
 DG5612  USGS QUAD   -  OSLO NE (1966)
 DG5612
 DG5612                         *CURRENT SURVEY CONTROL
 DG5612  ______________________________________________________________________
 DG5612* NAD 83(1986) POSITION- 48 11 39.4    (N) 097 05 09.2    (W)   HD_HELD2  
 DG5612* NAVD 88 ORTHO HEIGHT -   246.498  (meters)     808.72  (feet) ADJUSTED  
 DG5612  ______________________________________________________________________
 DG5612  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DG5612  DYNAMIC HEIGHT  -        246.552 (meters)      808.90  (feet) COMP
 DG5612  MODELED GRAVITY -    980,824.4   (mgal)                       NAVD 88
 DG5612
 DG5612  VERT ORDER      -  SECOND    CLASS I
 DG5612
 DG5612.The horizontal coordinates were established by autonomous hand held GPS
 DG5612.observations and have an estimated accuracy of +/- 10 meters.
 DG5612.
 DG5612.The orthometric height was determined by differential leveling and
 DG5612.adjusted in July 2004.
 DG5612
 DG5612.No vertical observational check was made to the station.
 DG5612
 DG5612.Photographs are available for this station.
 DG5612
 DG5612.The dynamic height is computed by dividing the NAVD 88
 DG5612.geopotential number by the normal gravity value computed on the
 DG5612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5612.degrees latitude (g = 980.6199 gals.).
 DG5612
 DG5612.The modeled gravity was interpolated from observed gravity values.
 DG5612
 DG5612;                    North         East    Units  Estimated Accuracy
 DG5612;SPC MN N     -   295,999.      503,824.      MT  (+/- 10 meters HH2 GPS)
 DG5612
 DG5612                          SUPERSEDED SURVEY CONTROL
 DG5612
 DG5612.No superseded survey control is available for this station.
 DG5612
 DG5612_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4224439665(NAD 83)
 DG5612
 DG5612_MARKER: DD = SURVEY DISK
 DG5612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5612_STAMPING: 4501 A3 2003
 DG5612_MARK LOGO: MNDT  
 DG5612_PROJECTION: FLUSH
 DG5612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5612+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2010
 DG5612_ROD/PIPE-DEPTH:  7.6 meters
 DG5612
 DG5612  HISTORY     - Date     Condition        Report By
 DG5612  HISTORY     - 2003     MONUMENTED       MNDT
 DG5612  HISTORY     - 20080812 GOOD             INDIV
 DG5612  HISTORY     - 20081124 GOOD             MNDT
 DG5612  HISTORY     - 20100828 POOR             WOOLPT
 DG5612  HISTORY     - 20100928 GOOD             WOOLPT
 DG5612  HISTORY     - 20101013 GOOD             WOOLPT
 DG5612
 DG5612                          STATION DESCRIPTION
 DG5612
 DG5612'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5612'THE MARK IS 4 MILES (6.4 KM) WEST OF ALVARADO, 4 MILES (6.4 KM) WEST
 DG5612'ALONG TRUNK HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 DG5612'HIGHWAY 220 IN ALVARADO, AT TRUNK HIGHWAY 1 MILEPOINT 2.5, 250 FEET
 DG5612'(76.2 M) SOUTH OF TRUNK HIGHWAY 1, 31.9 FEET (9.7 M) SOUTH OF SOUTH
 DG5612'RAIL, 45.6 FEET (13.9 M) WEST OF GRAVEL ROAD, 2.0 FEET (0.6 M) SOUTH
 DG5612'OF WITNESS POST, ON OLD RAILROAD GRADE.  THE MARK, A STANDARD STATE OF
 DG5612'MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET
 DG5612'ON TOP OF A 25 FOOT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M)
 DG5612'STABILIZER FIN IS RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5612
 DG5612                          STATION RECOVERY (2008)
 DG5612
 DG5612'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CLB)
 DG5612'RECOVERED IN GOOD CONDITION
 DG5612
 DG5612                          STATION RECOVERY (2008)
 DG5612
 DG5612'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DG5612'RECOVERED AS DESCRIBED.
 DG5612
 DG5612                          STATION RECOVERY (2010)
 DG5612
 DG5612'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DG5612'MARK RECOVERED IN POOR CONDITION.
 DG5612
 DG5612                          STATION RECOVERY (2010)
 DG5612
 DG5612'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 DG5612'RECOVERED IN GOOD CONDITION.
 DG5612
 DG5612                          STATION RECOVERY (2010)
 DG5612
 DG5612'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 DG5612'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR SNAKE RIVER AT
 DG5612'ALVARADO MN1 LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER
 DG5612'GAUGE (05086000).
 DG5612' 
 DG5612'THE MARK IS 7.52 FEET BELOW ZERO GAGE AT SNAKE RIVER AT ALVARADO MN1.
 DG5612' 
 DG5612' 
 DG5612'THE MARK IS 1.46 FEET ABOVE NGVD29 AT SNAKE RIVER AT ALVARADO MN1.
 DG5612' 
 DG5612'B.M. 1 (BASE) - MINNESOTA DEPARTMENT OF HIGHWAYS BRASS DISK  4561A ON
 DG5612'SE WING WALL. ELEVATION=915.02 FT GAUGE DATUM (816.235 FT NGVD 29) -
 DG5612'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1468 ***********************************************************************
 TD1468  DESIGNATION -  4501 B
 TD1468  PID         -  TD1468
 TD1468  STATE/COUNTY-  MN/MARSHALL
 TD1468  COUNTRY     -  US
 TD1468  USGS QUAD   -  ALVARADO (1982)
 TD1468
 TD1468                         *CURRENT SURVEY CONTROL
 TD1468  ______________________________________________________________________
 TD1468* NAD 83(1986) POSITION- 48 11 44.     (N) 096 58 01.     (W)   SCALED    
 TD1468* NAVD 88 ORTHO HEIGHT -   249.342  (meters)     818.05  (feet) ADJUSTED  
 TD1468  ______________________________________________________________________
 TD1468  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 TD1468  DYNAMIC HEIGHT  -        249.397 (meters)      818.23  (feet) COMP
 TD1468  MODELED GRAVITY -    980,826.2   (mgal)                       NAVD 88
 TD1468
 TD1468  VERT ORDER      -  SECOND    CLASS I
 TD1468
 TD1468.The horizontal coordinates were scaled from a topographic map and have
 TD1468.an estimated accuracy of +/- 6 seconds.
 TD1468.
 TD1468.The orthometric height was determined by differential leveling and
 TD1468.adjusted in June 1991.
 TD1468
 TD1468.The dynamic height is computed by dividing the NAVD 88
 TD1468.geopotential number by the normal gravity value computed on the
 TD1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1468.degrees latitude (g = 980.6199 gals.).
 TD1468
 TD1468.The modeled gravity was interpolated from observed gravity values.
 TD1468
 TD1468;                    North         East    Units  Estimated Accuracy
 TD1468;SPC MN N     -   295,690.      512,660.      MT  (+/- 180 meters Scaled)
 TD1468
 TD1468                          SUPERSEDED SURVEY CONTROL
 TD1468
 TD1468.No superseded survey control is available for this station.
 TD1468
 TD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU510400(NAD 83)
 TD1468
 TD1468_MARKER: DB = BENCH MARK DISK
 TD1468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1468_SP_SET: ALUMINUM ALLOY ROD
 TD1468_STAMPING: 4501 B 1987
 TD1468_MARK LOGO: MNDT  
 TD1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1468
 TD1468  HISTORY     - Date     Condition        Report By
 TD1468  HISTORY     - 1987     MONUMENTED       MNDT
 TD1468
 TD1468                          STATION DESCRIPTION
 TD1468
 TD1468'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1468'1.5 MI EAST FROM ALVARADO.
 TD1468'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST OF THE TOWN OF ALVARADO,
 TD1468'IN THE SW 1/4 OF SECTION 33, T155N, R49W, NEAR A FIELD ENTRANCE ON
 TD1468'THE NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 1 AT MILEPOINT 8.05, 1.5
 TD1468'MILES EAST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 TD1468'220 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TD1468'MONUMENT DISK STAMPED---4501 B 1987---, IS SET ON THE TOP OF A DRIVEN
 TD1468'3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1468'SURFACE OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 TD1468'HIGHWAY.  THE MARK IS 75.0 FEET NORTH OF THE CENTERLINE OF TRUNK
 TD1468'HIGHWAY 1, 30.5 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 2 FEET
 TD1468'EAST-SOUTHEAST OF A POWER POLE, AND 1.2 FEET WEST OF A STEEL WITNESS
 TD1468'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1469 ***********************************************************************
 TD1469  DESIGNATION -  4501 C
 TD1469  PID         -  TD1469
 TD1469  STATE/COUNTY-  MN/MARSHALL
 TD1469  COUNTRY     -  US
 TD1469  USGS QUAD   -  ALVARADO (1982)
 TD1469
 TD1469                         *CURRENT SURVEY CONTROL
 TD1469  ______________________________________________________________________
 TD1469* NAD 83(2007) POSITION- 48 11 42.87762(N) 096 56 40.94987(W)   ADJUSTED  
 TD1469* NAD 83(2007) ELLIP HT-   222.688 (meters)        (07/11/08)   ADJUSTED
 TD1469* NAD 83(2007) EPOCH   -  2002.00
 TD1469* NAVD 88 ORTHO HEIGHT -   249.730  (meters)     819.32  (feet) ADJUSTED  
 TD1469  ______________________________________________________________________
 TD1469  NAD 83(2007) X  -   -515,047.523 (meters)                     COMP
 TD1469  NAD 83(2007) Y  - -4,228,455.940 (meters)                     COMP
 TD1469  NAD 83(2007) Z  -  4,731,541.361 (meters)                     COMP
 TD1469  LAPLACE CORR    -         -3.83  (seconds)                    DEFLEC09
 TD1469  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 TD1469  DYNAMIC HEIGHT  -        249.785 (meters)      819.50  (feet) COMP
 TD1469  MODELED GRAVITY -    980,825.9   (mgal)                       NAVD 88
 TD1469
 TD1469  HORZ ORDER      -  FIRST
 TD1469  VERT ORDER      -  SECOND    CLASS I
 TD1469  ELLP ORDER      -  FIRST     CLASS I
 TD1469
 TD1469.The horizontal coordinates were established by GPS observations
 TD1469.and adjusted by the MN DEPT OF TRANSP in July 2008.
 TD1469
 TD1469.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TD1469.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TD1469
 TD1469.The horizontal coordinates are valid at the epoch date displayed above
 TD1469.which is a decimal equivalence of Year/Month/Day.
 TD1469
 TD1469.The orthometric height was determined by differential leveling and
 TD1469.adjusted in June 1991.
 TD1469
 TD1469.Photographs are available for this station.
 TD1469
 TD1469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1469
 TD1469.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD1469
 TD1469.The ellipsoidal height was determined by GPS observations
 TD1469.and is referenced to NAD 83.
 TD1469
 TD1469.The dynamic height is computed by dividing the NAVD 88
 TD1469.geopotential number by the normal gravity value computed on the
 TD1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1469.degrees latitude (g = 980.6199 gals.).
 TD1469
 TD1469.The modeled gravity was interpolated from observed gravity values.
 TD1469
 TD1469. The following values were computed from the NAD 83(2007) position.
 TD1469
 TD1469;                    North         East     Units Scale Factor Converg.
 TD1469;SPC MN N     -   295,574.661   514,311.509   MT  0.99992252   -2 50 59.2
 TD1469;SPC MN N     -   969,731.20  1,687,370.34   sFT  0.99992252   -2 50 59.2
 TD1469;UTM  14      - 5,340,043.537   652,732.525   MT  0.99988663   +1 31 56.5
 TD1469
 TD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1469!SPC MN N     -   0.99996510  x   0.99992252  =   0.99988762
 TD1469!UTM  14      -   0.99996510  x   0.99988663  =   0.99985173
 TD1469
 TD1469                          SUPERSEDED SURVEY CONTROL
 TD1469
 TD1469  NAVD 88 (07/11/08)  249.73   (m)          819.3    (f) LEVELING    3  
 TD1469
 TD1469.Superseded values are not recommended for survey control.
 TD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1469.See file dsdata.txt to determine how the superseded data were derived.
 TD1469
 TD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5273240043(NAD 83)
 TD1469
 TD1469_MARKER: DV = VERTICAL CONTROL DISK
 TD1469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1469_SP_SET: ALUMINUM ALLOY ROD
 TD1469_STAMPING: 4501 C 1987
 TD1469_MARK LOGO: MNDT  
 TD1469_PROJECTION: RECESSED 18 CENTIMETERS
 TD1469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1469+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 TD1469_ROD/PIPE-DEPTH:  9.1 meters
 TD1469
 TD1469  HISTORY     - Date     Condition        Report By
 TD1469  HISTORY     - 1987     MONUMENTED       MNDT
 TD1469  HISTORY     - 20070606 GOOD             MNDT
 TD1469
 TD1469                          STATION DESCRIPTION
 TD1469
 TD1469'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1469'2.5 MI EAST FROM ALVARADO.
 TD1469'THE MARK IS LOCATED ABOUT 2-1/2 MILES EAST OF THE TOWN OF ALVARADO,
 TD1469'IN THE SW 1/4 OF SECTION 34, T155N, R49W, NEAR A FIELD ENTRANCE ON
 TD1469'THE NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 1 AT MILEPOINT 9.05, 2.5
 TD1469'MILES EAST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 TD1469'220 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TD1469'MONUMENT DISK STAMPED---4501 C 1987---, IS SET ON THE TOP OF A DRIVEN
 TD1469'3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1469'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF TRUNK
 TD1469'HIGHWAY 1.  THE MARK IS 76.0 FEET NORTH OF THE CENTERLINE OF TRUNK
 TD1469'HIGHWAY 1, 82 FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 2.5 FEET
 TD1469'WEST OF A POWER POLE, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  A
 TD1469'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TD1469
 TD1469                          STATION RECOVERY (2007)
 TD1469
 TD1469'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD1469'2.5 MILES EAST OF ALVARADO, 2.5 MILES EAST ON TRUNK HIGHWAY 1 FROM
 TD1469'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 220, AT TRUNK HIGHWAY 1
 TD1469'MILEPOINT 9.05, 76 FEET NORTH OF TRUNK HIGHWAY 1, 82 FEET EAST OF
 TD1469'FIELD ENTRANCE, 2.5 FEET SOUTHWEST OF HIGH TENSION POWER POLE, 1.0
 TD1469'FEET WOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1470 ***********************************************************************
 TD1470  DESIGNATION -  4501 D
 TD1470  PID         -  TD1470
 TD1470  STATE/COUNTY-  MN/MARSHALL
 TD1470  COUNTRY     -  US
 TD1470  USGS QUAD   -  ALVARADO (1982)
 TD1470
 TD1470                         *CURRENT SURVEY CONTROL
 TD1470  ______________________________________________________________________
 TD1470* NAD 83(1986) POSITION- 48 11 44.     (N) 096 56 04.     (W)   SCALED    
 TD1470* NAVD 88 ORTHO HEIGHT -   250.009  (meters)     820.24  (feet) ADJUSTED  
 TD1470  ______________________________________________________________________
 TD1470  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 TD1470  DYNAMIC HEIGHT  -        250.064 (meters)      820.42  (feet) COMP
 TD1470  MODELED GRAVITY -    980,825.5   (mgal)                       NAVD 88
 TD1470
 TD1470  VERT ORDER      -  SECOND    CLASS I
 TD1470
 TD1470.The horizontal coordinates were scaled from a topographic map and have
 TD1470.an estimated accuracy of +/- 6 seconds.
 TD1470.
 TD1470.The orthometric height was determined by differential leveling and
 TD1470.adjusted in June 1991.
 TD1470
 TD1470.The dynamic height is computed by dividing the NAVD 88
 TD1470.geopotential number by the normal gravity value computed on the
 TD1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1470.degrees latitude (g = 980.6199 gals.).
 TD1470
 TD1470.The modeled gravity was interpolated from observed gravity values.
 TD1470
 TD1470;                    North         East    Units  Estimated Accuracy
 TD1470;SPC MN N     -   295,570.      515,080.      MT  (+/- 180 meters Scaled)
 TD1470
 TD1470                          SUPERSEDED SURVEY CONTROL
 TD1470
 TD1470.No superseded survey control is available for this station.
 TD1470
 TD1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU534400(NAD 83)
 TD1470
 TD1470_MARKER: DB = BENCH MARK DISK
 TD1470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1470_SP_SET: ALUMINUM ALLOY ROD
 TD1470_STAMPING: 4501 D 1987
 TD1470_MARK LOGO: MNDT  
 TD1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1470
 TD1470  HISTORY     - Date     Condition        Report By
 TD1470  HISTORY     - 1987     MONUMENTED       MNDT
 TD1470
 TD1470                          STATION DESCRIPTION
 TD1470
 TD1470'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1470'3 MI EAST FROM ALVARADO.
 TD1470'THE MARK IS LOCATED ABOUT 3 MILES EAST OF THE TOWN OF ALVARADO, IN
 TD1470'THE SE 1/4 OF SECTION 34, T155N, R49W, ON THE NORTH RIGHT-OF-WAY OF
 TD1470'TRUNK HIGHWAY 1 AT MILEPOINT 9.55, 2.95 MILES EAST ALONG TRUNK
 TD1470'HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220 IN ALVARADO.  THE
 TD1470'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 TD1470'STAMPED---4501 D 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1470'DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1470'OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1470'MARK IS 77.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 40.5
 TD1470'FEET WEST OF THE CENTER OF A DIRT ROAD, 3.3 FEET WEST OF A POWER POLE
 TD1470'WITH ANCHOR WIRES, AND 1.0 FOOT EAST OF A STEEL WITNESS POST.  A
 TD1470'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1471 ***********************************************************************
 TD1471  DESIGNATION -  4501 E
 TD1471  PID         -  TD1471
 TD1471  STATE/COUNTY-  MN/MARSHALL
 TD1471  COUNTRY     -  US
 TD1471  USGS QUAD   -  ALVARADO (1982)
 TD1471
 TD1471                         *CURRENT SURVEY CONTROL
 TD1471  ______________________________________________________________________
 TD1471* NAD 83(1986) POSITION- 48 11 44.     (N) 096 54 46.     (W)   SCALED    
 TD1471* NAVD 88 ORTHO HEIGHT -   250.502  (meters)     821.86  (feet) ADJUSTED  
 TD1471  ______________________________________________________________________
 TD1471  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 TD1471  DYNAMIC HEIGHT  -        250.557 (meters)      822.04  (feet) COMP
 TD1471  MODELED GRAVITY -    980,824.1   (mgal)                       NAVD 88
 TD1471
 TD1471  VERT ORDER      -  SECOND    CLASS I
 TD1471
 TD1471.The horizontal coordinates were scaled from a topographic map and have
 TD1471.an estimated accuracy of +/- 6 seconds.
 TD1471.
 TD1471.The orthometric height was determined by differential leveling and
 TD1471.adjusted in June 1991.
 TD1471
 TD1471.The dynamic height is computed by dividing the NAVD 88
 TD1471.geopotential number by the normal gravity value computed on the
 TD1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1471.degrees latitude (g = 980.6199 gals.).
 TD1471
 TD1471.The modeled gravity was interpolated from observed gravity values.
 TD1471
 TD1471;                    North         East    Units  Estimated Accuracy
 TD1471;SPC MN N     -   295,490.      516,680.      MT  (+/- 180 meters Scaled)
 TD1471
 TD1471                          SUPERSEDED SURVEY CONTROL
 TD1471
 TD1471.No superseded survey control is available for this station.
 TD1471
 TD1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU551401(NAD 83)
 TD1471
 TD1471_MARKER: DB = BENCH MARK DISK
 TD1471_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1471_SP_SET: ALUMINUM ALLOY ROD
 TD1471_STAMPING: 4501 E 1987
 TD1471_MARK LOGO: MNDT  
 TD1471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1471
 TD1471  HISTORY     - Date     Condition        Report By
 TD1471  HISTORY     - 1987     MONUMENTED       MNDT
 TD1471
 TD1471                          STATION DESCRIPTION
 TD1471
 TD1471'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1471'4 MI EAST FROM ALVARADO.
 TD1471'THE MARK IS LOCATED ABOUT 4 MILES EAST OF THE TOWN OF ALVARADO, IN
 TD1471'THE SE 1/4 OF SECTION 35, T155N, R49W, IN THE NORTHWEST QUADRANT OF
 TD1471'THE INTERSECTION OF TRUNK HIGHWAY 1 AND A GRAVEL ROAD, 3.95 MILES
 TD1471'EAST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 220
 TD1471'IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TD1471'MONUMENT DISK STAMPED---4501 E 1987---, IS SET ON THE TOP OF A DRIVEN
 TD1471'3/4 INCH DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1471'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD1471'HIGHWAY.  THE MARK IS 77.0 FEET NORTH OF THE CENTERLINE OF TRUNK
 TD1471'HIGHWAY 1 AT MILEPOINT 10.45, 50 FEET WEST OF THE CENTER OF A GRAVEL
 TD1471'ROAD, 7.3 FEET WEST OF A POWER POLE WITH ANCHOR WIRES, AND 0.8 FOOT
 TD1471'SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 TD1471'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1472 ***********************************************************************
 TD1472  DESIGNATION -  4501 F
 TD1472  PID         -  TD1472
 TD1472  STATE/COUNTY-  MN/MARSHALL
 TD1472  COUNTRY     -  US
 TD1472  USGS QUAD   -  ALVARADO (1982)
 TD1472
 TD1472                         *CURRENT SURVEY CONTROL
 TD1472  ______________________________________________________________________
 TD1472* NAD 83(1986) POSITION- 48 11 42.     (N) 096 53 49.     (W)   SCALED    
 TD1472* NAVD 88 ORTHO HEIGHT -   251.712  (meters)     825.83  (feet) ADJUSTED  
 TD1472  ______________________________________________________________________
 TD1472  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 TD1472  DYNAMIC HEIGHT  -        251.767 (meters)      826.01  (feet) COMP
 TD1472  MODELED GRAVITY -    980,822.2   (mgal)                       NAVD 88
 TD1472
 TD1472  VERT ORDER      -  SECOND    CLASS I
 TD1472
 TD1472.The horizontal coordinates were scaled from a topographic map and have
 TD1472.an estimated accuracy of +/- 6 seconds.
 TD1472.
 TD1472.The orthometric height was determined by differential leveling and
 TD1472.adjusted in June 1991.
 TD1472
 TD1472.The dynamic height is computed by dividing the NAVD 88
 TD1472.geopotential number by the normal gravity value computed on the
 TD1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1472.degrees latitude (g = 980.6199 gals.).
 TD1472
 TD1472.The modeled gravity was interpolated from observed gravity values.
 TD1472
 TD1472;                    North         East    Units  Estimated Accuracy
 TD1472;SPC MN N     -   295,370.      517,860.      MT  (+/- 180 meters Scaled)
 TD1472
 TD1472                          SUPERSEDED SURVEY CONTROL
 TD1472
 TD1472.No superseded survey control is available for this station.
 TD1472
 TD1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU562401(NAD 83)
 TD1472
 TD1472_MARKER: DB = BENCH MARK DISK
 TD1472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1472_SP_SET: ALUMINUM ALLOY ROD
 TD1472_STAMPING: 4501 F 1987
 TD1472_MARK LOGO: MNDT  
 TD1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1472
 TD1472  HISTORY     - Date     Condition        Report By
 TD1472  HISTORY     - 1987     MONUMENTED       MNDT
 TD1472
 TD1472                          STATION DESCRIPTION
 TD1472
 TD1472'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1472'5 MI WEST FROM WARREN.
 TD1472'THE MARK IS LOCATED ABOUT 5 MILES WEST OF THE TOWN OF WARREN, IN THE
 TD1472'NW 1/4 OF SECTION 1, T154N, R49W, IN THE SOUTHEAST QUADRANT OF THE
 TD1472'INTERSECTION OF THE SOO LINE RAILROAD AND A GRAVEL ROAD, AT TRUNK
 TD1472'HIGHWAY 1 MILEPOINT 11.3, 5.3 MILES WEST ALONG TRUNK HIGHWAY 1 FROM
 TD1472'ITS JUNCTION WITH TRUNK HIGHWAY 75 IN WARREN, AND IN THE SMALL TOWN
 TD1472'OF MARCH.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TD1472'MONUMENT DISK STAMPED---4501 F 1987---, IS SET ON THE TOP OF A DRIVEN
 TD1472'3/4 INCH DIAMETER BY 25 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1472'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD1472'RAILROAD TRACK.  THE MARK IS 62.0 FEET SOUTH OF THE SOUTH RAIL OF THE
 TD1472'MAINLINE RAILROAD TRACK, 24 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 TD1472'136.0 FEET EAST OF THE NORTHEAST CORNER OF A QUONSET HUT, 92 FEET
 TD1472'NORTH-NORTHEAST OF A POWER POLE WITH TRANSFORMERS, 2.8 FEET EAST OF A
 TD1472'STEEL RAILROAD CROSSING SIGN, AND 0.9 FOOT WEST OF A STEEL WITNESS
 TD1472'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1473 ***********************************************************************
 TD1473  DESIGNATION -  4501 G
 TD1473  PID         -  TD1473
 TD1473  STATE/COUNTY-  MN/MARSHALL
 TD1473  COUNTRY     -  US
 TD1473  USGS QUAD   -  WARREN (1982)
 TD1473
 TD1473                         *CURRENT SURVEY CONTROL
 TD1473  ______________________________________________________________________
 TD1473* NAD 83(2007) POSITION- 48 11 43.16503(N) 096 52 27.98832(W)   ADJUSTED  
 TD1473* NAD 83(2007) ELLIP HT-   225.086 (meters)        (07/11/08)   ADJUSTED
 TD1473* NAD 83(2007) EPOCH   -  2002.00
 TD1473* NAVD 88 ORTHO HEIGHT -   252.248  (meters)     827.58  (feet) ADJUSTED  
 TD1473  ______________________________________________________________________
 TD1473  NAD 83(2007) X  -   -509,860.790 (meters)                     COMP
 TD1473  NAD 83(2007) Y  - -4,229,079.427 (meters)                     COMP
 TD1473  NAD 83(2007) Z  -  4,731,549.066 (meters)                     COMP
 TD1473  LAPLACE CORR    -         -3.80  (seconds)                    DEFLEC09
 TD1473  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 TD1473  DYNAMIC HEIGHT  -        252.302 (meters)      827.76  (feet) COMP
 TD1473  MODELED GRAVITY -    980,819.3   (mgal)                       NAVD 88
 TD1473
 TD1473  HORZ ORDER      -  FIRST
 TD1473  VERT ORDER      -  SECOND    CLASS I
 TD1473  ELLP ORDER      -  FIRST     CLASS I
 TD1473
 TD1473.The horizontal coordinates were established by GPS observations
 TD1473.and adjusted by the MN DEPT OF TRANSP in July 2008.
 TD1473
 TD1473.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TD1473.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TD1473
 TD1473.The horizontal coordinates are valid at the epoch date displayed above
 TD1473.which is a decimal equivalence of Year/Month/Day.
 TD1473
 TD1473.The orthometric height was determined by differential leveling and
 TD1473.adjusted in June 1991.
 TD1473
 TD1473.Photographs are available for this station.
 TD1473
 TD1473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1473
 TD1473.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD1473
 TD1473.The ellipsoidal height was determined by GPS observations
 TD1473.and is referenced to NAD 83.
 TD1473
 TD1473.The dynamic height is computed by dividing the NAVD 88
 TD1473.geopotential number by the normal gravity value computed on the
 TD1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1473.degrees latitude (g = 980.6199 gals.).
 TD1473
 TD1473.The modeled gravity was interpolated from observed gravity values.
 TD1473
 TD1473. The following values were computed from the NAD 83(2007) position.
 TD1473
 TD1473;                    North         East     Units Scale Factor Converg.
 TD1473;SPC MN N     -   295,326.200   519,529.086   MT  0.99992253   -2 47 51.7
 TD1473;SPC MN N     -   968,916.04  1,704,488.34   sFT  0.99992253   -2 47 51.7
 TD1473;UTM  14      - 5,340,194.478   657,953.698   MT  0.99990656   +1 35 05.1
 TD1473
 TD1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1473!SPC MN N     -   0.99996472  x   0.99992253  =   0.99988726
 TD1473!UTM  14      -   0.99996472  x   0.99990656  =   0.99987129
 TD1473
 TD1473                          SUPERSEDED SURVEY CONTROL
 TD1473
 TD1473  NAVD 88 (07/11/08)  252.25   (m)          827.6    (f) LEVELING    3  
 TD1473
 TD1473.Superseded values are not recommended for survey control.
 TD1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1473.See file dsdata.txt to determine how the superseded data were derived.
 TD1473
 TD1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU5795340194(NAD 83)
 TD1473
 TD1473_MARKER: DV = VERTICAL CONTROL DISK
 TD1473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1473_SP_SET: ALUMINUM ALLOY ROD
 TD1473_STAMPING: 4501 G 1987
 TD1473_MARK LOGO: MNDT  
 TD1473_PROJECTION: RECESSED 15 CENTIMETERS
 TD1473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1473+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 TD1473_ROD/PIPE-DEPTH:  6.1 meters
 TD1473
 TD1473  HISTORY     - Date     Condition        Report By
 TD1473  HISTORY     - 1987     MONUMENTED       MNDT
 TD1473  HISTORY     - 20070606 GOOD             MNDT
 TD1473
 TD1473                          STATION DESCRIPTION
 TD1473
 TD1473'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1473'5.5 MI WEST FROM WARREN.
 TD1473'THE MARK IS LOCATED ABOUT 5-1/2 MILES WEST OF THE TOWN OF WARREN, IN
 TD1473'THE SE 1/4 OF SECTION 31, T155N, R48W, NEAR A FIELD ENTRANCE ON THE
 TD1473'NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 1 AT MILEPOINT 12.3, 4.7 MILES
 TD1473'WEST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 75 IN
 TD1473'WARREN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TD1473'DISK STAMPED---4501 G 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1473'DIAMETER BY 20 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1473'OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF TRUNK HIGHWAY 1.
 TD1473'THE MARK IS 73.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 73
 TD1473'FEET EAST OF THE CENTER OF A FIELD ENTRANCE, 4.5 FEET EAST OF A POWER
 TD1473'POLE, AND 0.9 FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE
 TD1473'DISK MAKES THE MARK MAGNETIC.
 TD1473
 TD1473                          STATION RECOVERY (2007)
 TD1473
 TD1473'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD1473'5.5 MILES WEST OF WARREN, 4.7 MILES WEST ON TRUNK HIGHWAY 1 FROM
 TD1473'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 1
 TD1473'MILEPOINT 12.3, 73.5 FEET NORTH OF TRUNK HIGHWAY 1, 73 FEET EAST OF
 TD1473'FIELD ENTRANCE, 1.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1475 ***********************************************************************
 TD1475  DESIGNATION -  4501 H
 TD1475  PID         -  TD1475
 TD1475  STATE/COUNTY-  MN/MARSHALL
 TD1475  COUNTRY     -  US
 TD1475  USGS QUAD   -  WARREN (1982)
 TD1475
 TD1475                         *CURRENT SURVEY CONTROL
 TD1475  ______________________________________________________________________
 TD1475* NAD 83(2007) POSITION- 48 11 41.81922(N) 096 50 02.37502(W)   ADJUSTED  
 TD1475* NAD 83(2007) ELLIP HT-   228.474 (meters)        (07/11/08)   ADJUSTED
 TD1475* NAD 83(2007) EPOCH   -  2002.00
 TD1475* NAVD 88 ORTHO HEIGHT -   255.680  (meters)     838.84  (feet) ADJUSTED  
 TD1475  ______________________________________________________________________
 TD1475  NAD 83(2007) X  -   -506,879.087 (meters)                     COMP
 TD1475  NAD 83(2007) Y  - -4,229,471.320 (meters)                     COMP
 TD1475  NAD 83(2007) Z  -  4,731,523.881 (meters)                     COMP
 TD1475  LAPLACE CORR    -         -3.55  (seconds)                    DEFLEC09
 TD1475  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 TD1475  DYNAMIC HEIGHT  -        255.733 (meters)      839.02  (feet) COMP
 TD1475  MODELED GRAVITY -    980,813.4   (mgal)                       NAVD 88
 TD1475
 TD1475  HORZ ORDER      -  FIRST
 TD1475  VERT ORDER      -  SECOND    CLASS I
 TD1475  ELLP ORDER      -  FIRST     CLASS I
 TD1475
 TD1475.The horizontal coordinates were established by GPS observations
 TD1475.and adjusted by the MN DEPT OF TRANSP in July 2008.
 TD1475
 TD1475.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TD1475.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TD1475
 TD1475.The horizontal coordinates are valid at the epoch date displayed above
 TD1475.which is a decimal equivalence of Year/Month/Day.
 TD1475
 TD1475.The orthometric height was determined by differential leveling and
 TD1475.adjusted in June 1991.
 TD1475
 TD1475.Photographs are available for this station.
 TD1475
 TD1475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1475
 TD1475.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD1475
 TD1475.The ellipsoidal height was determined by GPS observations
 TD1475.and is referenced to NAD 83.
 TD1475
 TD1475.The dynamic height is computed by dividing the NAVD 88
 TD1475.geopotential number by the normal gravity value computed on the
 TD1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1475.degrees latitude (g = 980.6199 gals.).
 TD1475
 TD1475.The modeled gravity was interpolated from observed gravity values.
 TD1475
 TD1475. The following values were computed from the NAD 83(2007) position.
 TD1475
 TD1475;                    North         East     Units Scale Factor Converg.
 TD1475;SPC MN N     -   295,138.708   522,530.345   MT  0.99992249   -2 46 03.8
 TD1475;SPC MN N     -   968,300.91  1,714,334.97   sFT  0.99992249   -2 46 03.8
 TD1475;UTM  14      - 5,340,236.876   660,960.479   MT  0.99991834   +1 36 53.7
 TD1475
 TD1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1475!SPC MN N     -   0.99996419  x   0.99992249  =   0.99988669
 TD1475!UTM  14      -   0.99996419  x   0.99991834  =   0.99988254
 TD1475
 TD1475:                Primary Azimuth Mark                     Grid Az
 TD1475:SPC MN N     -  4501 J                                   090 40 42.0
 TD1475:UTM  14      -  4501 J                                   086 17 44.5
 TD1475
 TD1475|---------------------------------------------------------------------|
 TD1475| PID    Reference Object                     Distance      Geod. Az  |
 TD1475|                                                           dddmmss.s |
 TD1475| TD1476 4501 J                              APPROX. 1.2 KM 0875438.2 |
 TD1475|---------------------------------------------------------------------|
 TD1475
 TD1475                          SUPERSEDED SURVEY CONTROL
 TD1475
 TD1475  NAVD 88 (07/11/08)  255.68   (m)          838.8    (f) LEVELING    3  
 TD1475
 TD1475.Superseded values are not recommended for survey control.
 TD1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1475.See file dsdata.txt to determine how the superseded data were derived.
 TD1475
 TD1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6096040236(NAD 83)
 TD1475
 TD1475_MARKER: DV = VERTICAL CONTROL DISK
 TD1475_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1475_SP_SET: ALUMINUM ALLOY ROD
 TD1475_STAMPING: 4501 H 1987
 TD1475_MARK LOGO: MNDT  
 TD1475_PROJECTION: FLUSH
 TD1475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1475+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 TD1475_ROD/PIPE-DEPTH: 12.2 meters
 TD1475
 TD1475  HISTORY     - Date     Condition        Report By
 TD1475  HISTORY     - 1987     MONUMENTED       MNDT
 TD1475  HISTORY     - 20070606 GOOD             MNDT
 TD1475
 TD1475                          STATION DESCRIPTION
 TD1475
 TD1475'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1475'2.8 MI WEST FROM WARREN.
 TD1475'THE MARK IS LOCATED ABOUT 2-3/4 MILES WEST OF THE TOWN OF WARREN, IN
 TD1475'THE NE 1/4 OF SECTION 4, T154N, R48W, ON THE NORTH RIGHT-OF-WAY OF
 TD1475'THE SOO LINE RAILROAD, ON THE SOUTH SIDE OF TRUNK HIGHWAY 1 AT
 TD1475'MILEPOINT 14.2, 2.85 MILES WEST ALONG TRUNK HIGHWAY 1 FROM ITS
 TD1475'JUNCTION WITH TRUNK HIGHWAY 75 IN WARREN.  THE MARK, A STANDARD MNDT
 TD1475'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4501 H 1987---, IS
 TD1475'SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 40 FOOT LONG ALUMINUM
 TD1475'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET
 TD1475'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 54.5 FEET SOUTH OF THE
 TD1475'CENTERLINE OF TRUNK HIGHWAY 1, 14.5 FEET NORTH OF THE NORTH RAIL OF
 TD1475'THE RAILROAD TRACKS, 27.0 FEET SOUTH-SOUTHEAST OF RAILROAD MARKER
 TD1475'POST 341, 35.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE CABLE MARKER POST,
 TD1475'AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 TD1475'MAKES THE MARK MAGNETIC.
 TD1475
 TD1475                          STATION RECOVERY (2007)
 TD1475
 TD1475'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD1475'2.75 MILES WEST OF WARREN, 2.85 MILES WEST ON TRUNK HIGHWAY 1 FROM
 TD1475'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 1
 TD1475'MILEPOINT 14.2, 54.5 FEET SOUTH OF TRUNK HIGHWAY 1, 14.5 FEET NORTH OF
 TD1475'NORTH RAIL OF RAILROAD, 35.5 FEET SOUTH-SOUTHWEST OF TELEPHONE CABLE
 TD1475'MARKER POST, 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1476 ***********************************************************************
 TD1476  DESIGNATION -  4501 J
 TD1476  PID         -  TD1476
 TD1476  STATE/COUNTY-  MN/MARSHALL
 TD1476  COUNTRY     -  US
 TD1476  USGS QUAD   -  WARREN (1982)
 TD1476
 TD1476                         *CURRENT SURVEY CONTROL
 TD1476  ______________________________________________________________________
 TD1476* NAD 83(2007) POSITION- 48 11 43.23599(N) 096 49 04.12341(W)   ADJUSTED  
 TD1476* NAD 83(2007) ELLIP HT-   229.811 (meters)        (07/11/08)   ADJUSTED
 TD1476* NAD 83(2007) EPOCH   -  2002.00
 TD1476* NAVD 88 ORTHO HEIGHT -   257.029  (meters)     843.27  (feet) ADJUSTED  
 TD1476  ______________________________________________________________________
 TD1476  NAD 83(2007) X  -   -505,680.848 (meters)                     COMP
 TD1476  NAD 83(2007) Y  - -4,229,582.795 (meters)                     COMP
 TD1476  NAD 83(2007) Z  -  4,731,554.049 (meters)                     COMP
 TD1476  LAPLACE CORR    -         -3.21  (seconds)                    DEFLEC09
 TD1476  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 TD1476  DYNAMIC HEIGHT  -        257.082 (meters)      843.44  (feet) COMP
 TD1476  MODELED GRAVITY -    980,812.6   (mgal)                       NAVD 88
 TD1476
 TD1476  HORZ ORDER      -  FIRST
 TD1476  VERT ORDER      -  SECOND    CLASS I
 TD1476  ELLP ORDER      -  FIRST     CLASS I
 TD1476
 TD1476.The horizontal coordinates were established by GPS observations
 TD1476.and adjusted by the MN DEPT OF TRANSP in July 2008.
 TD1476
 TD1476.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TD1476.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TD1476
 TD1476.The horizontal coordinates are valid at the epoch date displayed above
 TD1476.which is a decimal equivalence of Year/Month/Day.
 TD1476
 TD1476.The orthometric height was determined by differential leveling and
 TD1476.adjusted in June 1991.
 TD1476
 TD1476.Photographs are available for this station.
 TD1476
 TD1476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1476
 TD1476.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD1476
 TD1476.The ellipsoidal height was determined by GPS observations
 TD1476.and is referenced to NAD 83.
 TD1476
 TD1476.The dynamic height is computed by dividing the NAVD 88
 TD1476.geopotential number by the normal gravity value computed on the
 TD1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1476.degrees latitude (g = 980.6199 gals.).
 TD1476
 TD1476.The modeled gravity was interpolated from observed gravity values.
 TD1476
 TD1476. The following values were computed from the NAD 83(2007) position.
 TD1476
 TD1476;                    North         East     Units Scale Factor Converg.
 TD1476;SPC MN N     -   295,124.457   523,733.916   MT  0.99992253   -2 45 20.6
 TD1476;SPC MN N     -   968,254.16  1,718,283.69   sFT  0.99992253   -2 45 20.6
 TD1476;UTM  14      - 5,340,314.640   662,161.616   MT  0.99992311   +1 37 37.2
 TD1476
 TD1476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1476!SPC MN N     -   0.99996398  x   0.99992253  =   0.99988652
 TD1476!UTM  14      -   0.99996398  x   0.99992311  =   0.99988710
 TD1476
 TD1476:                Primary Azimuth Mark                     Grid Az
 TD1476:SPC MN N     -  4501 H                                   270 40 42.3
 TD1476:UTM  14      -  4501 H                                   266 17 44.5
 TD1476
 TD1476|---------------------------------------------------------------------|
 TD1476| PID    Reference Object                     Distance      Geod. Az  |
 TD1476|                                                           dddmmss.s |
 TD1476| TD1475 4501 H                              APPROX. 1.2 KM 2675521.7 |
 TD1476|---------------------------------------------------------------------|
 TD1476
 TD1476                          SUPERSEDED SURVEY CONTROL
 TD1476
 TD1476  NAVD 88 (07/11/08)  257.03   (m)          843.3    (f) LEVELING    3  
 TD1476
 TD1476.Superseded values are not recommended for survey control.
 TD1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1476.See file dsdata.txt to determine how the superseded data were derived.
 TD1476
 TD1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6216140314(NAD 83)
 TD1476
 TD1476_MARKER: DV = VERTICAL CONTROL DISK
 TD1476_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1476_SP_SET: ALUMINUM ALLOY ROD
 TD1476_STAMPING: 4501 J 1987
 TD1476_MARK LOGO: MNDT  
 TD1476_PROJECTION: FLUSH
 TD1476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1476+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 TD1476_ROD/PIPE-DEPTH: 13.7 meters
 TD1476
 TD1476  HISTORY     - Date     Condition        Report By
 TD1476  HISTORY     - 1987     MONUMENTED       MNDT
 TD1476  HISTORY     - 20060116 GOOD             CPSLTD
 TD1476  HISTORY     - 20070606 GOOD             MNDT
 TD1476
 TD1476                          STATION DESCRIPTION
 TD1476
 TD1476'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1476'2 MI WEST FROM WARREN.
 TD1476'THE MARK IS LOCATED ABOUT 2 MILES WEST OF THE TOWN OF WARREN, IN THE
 TD1476'SW 1/4 OF SECTION 34, T155N, R48W, NEAR A FIELD ENTRANCE ON THE NORTH
 TD1476'RIGHT-OF-WAY OF TRUNK HIGHWAY 1 AT MILEPOINT 14.95, 2.1 MILES WEST
 TD1476'ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 75 IN
 TD1476'WARREN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TD1476'DISK STAMPED---4501 J 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1476'DIAMETER BY 45 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1476'OF THE GROUND AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1476'MARK IS 74.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 20 FEET
 TD1476'EAST OF THE CENTER OF A FIELD ENTRANCE, 2.3 FEET WEST OF A POWER
 TD1476'POLE, AND 0.6 FOOT SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE
 TD1476'DISK MAKES THE MARK MAGNETIC.
 TD1476
 TD1476                          STATION RECOVERY (2006)
 TD1476
 TD1476'RECOVERY NOTE BY CPS LTD 2006 (PMK)
 TD1476'RECOVERED AS DESRIBED
 TD1476
 TD1476                          STATION RECOVERY (2007)
 TD1476
 TD1476'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD1476'2 MILES WEST OF WARREN, 2.1 MILES WEST ON TRUNK HIGHWAY 1 FROM
 TD1476'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, AT TRUNK HIGHWAY 1
 TD1476'MILEPOINT 14.95, 74.5 FEET NORTH OF TRUNK HIGHWAY 1, 23 FEET WEST OF
 TD1476'POWER POLE, 0.6 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1477 ***********************************************************************
 TD1477  DESIGNATION -  4501 K
 TD1477  PID         -  TD1477
 TD1477  STATE/COUNTY-  MN/MARSHALL
 TD1477  COUNTRY     -  US
 TD1477  USGS QUAD   -  WARREN (1982)
 TD1477
 TD1477                         *CURRENT SURVEY CONTROL
 TD1477  ______________________________________________________________________
 TD1477* NAD 83(1986) POSITION- 48 11 43.     (N) 096 48 01.     (W)   SCALED    
 TD1477* NAVD 88 ORTHO HEIGHT -   258.123  (meters)     846.86  (feet) ADJUSTED  
 TD1477  ______________________________________________________________________
 TD1477  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 TD1477  DYNAMIC HEIGHT  -        258.176 (meters)      847.03  (feet) COMP
 TD1477  MODELED GRAVITY -    980,812.0   (mgal)                       NAVD 88
 TD1477
 TD1477  VERT ORDER      -  SECOND    CLASS I
 TD1477
 TD1477.The horizontal coordinates were scaled from a topographic map and have
 TD1477.an estimated accuracy of +/- 6 seconds.
 TD1477.
 TD1477.The orthometric height was determined by differential leveling and
 TD1477.adjusted in June 1991.
 TD1477
 TD1477.The dynamic height is computed by dividing the NAVD 88
 TD1477.geopotential number by the normal gravity value computed on the
 TD1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1477.degrees latitude (g = 980.6199 gals.).
 TD1477
 TD1477.The modeled gravity was interpolated from observed gravity values.
 TD1477
 TD1477;                    North         East    Units  Estimated Accuracy
 TD1477;SPC MN N     -   295,060.      525,040.      MT  (+/- 180 meters Scaled)
 TD1477
 TD1477                          SUPERSEDED SURVEY CONTROL
 TD1477
 TD1477.No superseded survey control is available for this station.
 TD1477
 TD1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU634403(NAD 83)
 TD1477
 TD1477_MARKER: DB = BENCH MARK DISK
 TD1477_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1477_SP_SET: ALUMINUM ALLOY ROD
 TD1477_STAMPING: 4501 K 1987
 TD1477_MARK LOGO: MNDT  
 TD1477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1477
 TD1477  HISTORY     - Date     Condition        Report By
 TD1477  HISTORY     - 1987     MONUMENTED       MNDT
 TD1477
 TD1477                          STATION DESCRIPTION
 TD1477
 TD1477'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1477'1.3 MI WEST FROM WARREN.
 TD1477'THE MARK IS LOCATED ABOUT 1-1/4 MILES WEST OF THE TOWN OF WARREN, IN
 TD1477'THE SW 1/4 OF SECTION 35, T155N, R48W, NEAR A DRIVE IN MOVIE ON THE
 TD1477'NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 1 AT MILEPOINT 15.75, 1.3 MILES
 TD1477'WEST ALONG TRUNK HIGHWAY 1 FROM ITS JUNCTION WITH TRUNK HIGHWAY 75 IN
 TD1477'WARREN.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 TD1477'DISK STAMPED---4501 K 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1477'DIAMETER BY 30 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1477'OF THE GROUND AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1477'MARK IS 74.5 FEET NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 4.5
 TD1477'FEET EAST OF A POWER POLE, AND 0.8 FOOT WEST OF A STEEL WITNESS POST.
 TD1477'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1474 ***********************************************************************
 TD1474  DESIGNATION -  4501 L
 TD1474  PID         -  TD1474
 TD1474  STATE/COUNTY-  MN/MARSHALL
 TD1474  COUNTRY     -  US
 TD1474  USGS QUAD   -  WARREN (1982)
 TD1474
 TD1474                         *CURRENT SURVEY CONTROL
 TD1474  ______________________________________________________________________
 TD1474* NAD 83(1986) POSITION- 48 11 44.     (N) 096 51 29.     (W)   SCALED    
 TD1474* NAVD 88 ORTHO HEIGHT -   253.879  (meters)     832.93  (feet) ADJUSTED  
 TD1474  ______________________________________________________________________
 TD1474  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 TD1474  DYNAMIC HEIGHT  -        253.933 (meters)      833.11  (feet) COMP
 TD1474  MODELED GRAVITY -    980,816.1   (mgal)                       NAVD 88
 TD1474
 TD1474  VERT ORDER      -  SECOND    CLASS I
 TD1474
 TD1474.The horizontal coordinates were scaled from a topographic map and have
 TD1474.an estimated accuracy of +/- 6 seconds.
 TD1474.
 TD1474.The orthometric height was determined by differential leveling and
 TD1474.adjusted in June 1991.
 TD1474
 TD1474.The dynamic height is computed by dividing the NAVD 88
 TD1474.geopotential number by the normal gravity value computed on the
 TD1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1474.degrees latitude (g = 980.6199 gals.).
 TD1474
 TD1474.The modeled gravity was interpolated from observed gravity values.
 TD1474
 TD1474;                    North         East    Units  Estimated Accuracy
 TD1474;SPC MN N     -   295,290.      520,750.      MT  (+/- 180 meters Scaled)
 TD1474
 TD1474                          SUPERSEDED SURVEY CONTROL
 TD1474
 TD1474.No superseded survey control is available for this station.
 TD1474
 TD1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU591402(NAD 83)
 TD1474
 TD1474_MARKER: DB = BENCH MARK DISK
 TD1474_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1474_SP_SET: ALUMINUM ALLOY ROD
 TD1474_STAMPING: 4501 L 1987
 TD1474_MARK LOGO: MNDT  
 TD1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1474
 TD1474  HISTORY     - Date     Condition        Report By
 TD1474  HISTORY     - 1987     MONUMENTED       MNDT
 TD1474
 TD1474                          STATION DESCRIPTION
 TD1474
 TD1474'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1474'4 MI WEST FROM WARREN.
 TD1474'THE MARK IS LOCATED ABOUT 4 MILES WEST OF THE TOWN OF WARREN, IN THE
 TD1474'SE 1/4 OF SECTION 32, T155N, R48W, ON THE NORTH RIGHT-OF-WAY OF TRUNK
 TD1474'HIGHWAY 1 AT MILEPOINT 13.05, 3.95 MILES WEST ALONG TRUNK HIGHWAY 1
 TD1474'FROM ITS JUNCTION WITH TRUNK HIGHWAY 75 IN WARREN.  THE MARK, A
 TD1474'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4501
 TD1474'L 1987---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH DIAMETER BY 50 FOOT
 TD1474'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 TD1474'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 75.0 FEET
 TD1474'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 1, 3.5 FEET WEST OF POWER
 TD1474'POLE NUMBER 60, AND 1.3 FEET EAST OF A STEEL WITNESS POST.  A MAGNET
 TD1474'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6150 ***********************************************************************
 DK6150  DESIGNATION -  4502 A
 DK6150  PID         -  DK6150
 DK6150  STATE/COUNTY-  MN/MARSHALL
 DK6150  COUNTRY     -  US
 DK6150  USGS QUAD   -  ROAN (1985)
 DK6150
 DK6150                         *CURRENT SURVEY CONTROL
 DK6150  ______________________________________________________________________
 DK6150* NAD 83(2007) POSITION- 48 11 43.51751(N) 096 44 19.86380(W)   ADJUSTED  
 DK6150* NAD 83(2007) ELLIP HT-   238.327 (meters)        (07/11/08)   ADJUSTED
 DK6150* NAD 83(2007) EPOCH   -  2002.00
 DK6150* NAVD 88 ORTHO HEIGHT -   265.6    (meters)     871.    (feet) GPS OBS   
 DK6150  ______________________________________________________________________
 DK6150  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6150  GEOID HEIGHT    -        -27.29  (meters)                     GEOID03
 DK6150  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DK6150  NAD 83(2007) X  -   -499,851.362 (meters)                     COMP
 DK6150  NAD 83(2007) Y  - -4,230,274.872 (meters)                     COMP
 DK6150  NAD 83(2007) Z  -  4,731,566.194 (meters)                     COMP
 DK6150  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC09
 DK6150  HORZ ORDER      -  FIRST
 DK6150  ELLP ORDER      -  FIRST     CLASS I
 DK6150
 DK6150.The horizontal coordinates were established by GPS observations
 DK6150.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6150
 DK6150.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6150.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6150
 DK6150.The horizontal coordinates are valid at the epoch date displayed above
 DK6150.which is a decimal equivalence of Year/Month/Day.
 DK6150
 DK6150.The orthometric height was determined by GPS observations and a
 DK6150.high-resolution geoid model.
 DK6150
 DK6150.Photographs are available for this station.
 DK6150
 DK6150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6150
 DK6150.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6150
 DK6150.The ellipsoidal height was determined by GPS observations
 DK6150.and is referenced to NAD 83.
 DK6150
 DK6150. The following values were computed from the NAD 83(2007) position.
 DK6150
 DK6150;                    North         East     Units Scale Factor Converg.
 DK6150;SPC MN N     -   294,853.932   529,597.439   MT  0.99992254   -2 41 49.9
 DK6150;SPC MN N     -   967,366.61  1,737,520.93   sFT  0.99992254   -2 41 49.9
 DK6150;UTM  14      - 5,340,493.008   668,028.739   MT  0.99994692   +1 41 09.3
 DK6150
 DK6150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6150!SPC MN N     -   0.99996265  x   0.99992254  =   0.99988519
 DK6150!UTM  14      -   0.99996265  x   0.99994692  =   0.99990957
 DK6150
 DK6150                          SUPERSEDED SURVEY CONTROL
 DK6150
 DK6150.No superseded survey control is available for this station.
 DK6150
 DK6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU6802840493(NAD 83)
 DK6150
 DK6150_MARKER: DB = BENCH MARK DISK
 DK6150_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6150_STAMPING: 4502 A 1963
 DK6150_MARK LOGO: MNHD  
 DK6150_PROJECTION: PROJECTING 46 CENTIMETERS
 DK6150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6150+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 DK6150
 DK6150  HISTORY     - Date     Condition        Report By
 DK6150  HISTORY     - 1963     MONUMENTED       MNHD
 DK6150  HISTORY     - 20070619 GOOD             MNDT
 DK6150
 DK6150                          STATION DESCRIPTION
 DK6150
 DK6150'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6150'1 MILE EAST OF WARREN, 1.5 MILES EAST ON TRUNK HIGHWAY 1 FROM JUNCTION
 DK6150'OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, 71 FEET NORTH OF TRUNK
 DK6150'HIGHWAY 1, AT TRUNK HIGHWAY 1 STATION 81+100, 175 FEET EAST OF GRAVEL
 DK6150'ROAD(320 AVENUE NORTHWEST), 0.3 FT SOUTH OF WITNESS POST, AT TRUNK
 DK6150'HIGHWAY 1 MILEPOINT 18.55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6151 ***********************************************************************
 DK6151  DESIGNATION -  4502 D
 DK6151  PID         -  DK6151
 DK6151  STATE/COUNTY-  MN/MARSHALL
 DK6151  COUNTRY     -  US
 DK6151  USGS QUAD   -  ROAN (1985)
 DK6151
 DK6151                         *CURRENT SURVEY CONTROL
 DK6151  ______________________________________________________________________
 DK6151* NAD 83(2007) POSITION- 48 11 42.06806(N) 096 41 47.93781(W)   ADJUSTED  
 DK6151* NAD 83(2007) ELLIP HT-   242.422 (meters)        (07/11/08)   ADJUSTED
 DK6151* NAD 83(2007) EPOCH   -  2002.00
 DK6151* NAVD 88 ORTHO HEIGHT -   269.8    (meters)     885.    (feet) GPS OBS   
 DK6151  ______________________________________________________________________
 DK6151  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6151  GEOID HEIGHT    -        -27.32  (meters)                     GEOID03
 DK6151  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DK6151  NAD 83(2007) X  -   -496,739.594 (meters)                     COMP
 DK6151  NAD 83(2007) Y  - -4,230,677.751 (meters)                     COMP
 DK6151  NAD 83(2007) Z  -  4,731,539.402 (meters)                     COMP
 DK6151  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC09
 DK6151  HORZ ORDER      -  FIRST
 DK6151  ELLP ORDER      -  FIRST     CLASS I
 DK6151
 DK6151.The horizontal coordinates were established by GPS observations
 DK6151.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6151
 DK6151.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6151.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6151
 DK6151.The horizontal coordinates are valid at the epoch date displayed above
 DK6151.which is a decimal equivalence of Year/Month/Day.
 DK6151
 DK6151.The orthometric height was determined by GPS observations and a
 DK6151.high-resolution geoid model.
 DK6151
 DK6151.Photographs are available for this station.
 DK6151
 DK6151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6151
 DK6151.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6151
 DK6151.The ellipsoidal height was determined by GPS observations
 DK6151.and is referenced to NAD 83.
 DK6151
 DK6151. The following values were computed from the NAD 83(2007) position.
 DK6151
 DK6151;                    North         East     Units Scale Factor Converg.
 DK6151;SPC MN N     -   294,662.443   532,729.080   MT  0.99992250   -2 39 57.3
 DK6151;SPC MN N     -   966,738.37  1,747,795.32   sFT  0.99992250   -2 39 57.3
 DK6151;UTM  14      - 5,340,541.421   671,165.953   MT  0.99995999   +1 43 02.5
 DK6151
 DK6151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6151!SPC MN N     -   0.99996201  x   0.99992250  =   0.99988451
 DK6151!UTM  14      -   0.99996201  x   0.99995999  =   0.99992200
 DK6151
 DK6151                          SUPERSEDED SURVEY CONTROL
 DK6151
 DK6151.No superseded survey control is available for this station.
 DK6151
 DK6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU7116540541(NAD 83)
 DK6151
 DK6151_MARKER: DB = BENCH MARK DISK
 DK6151_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6151_STAMPING: 4502 D 1963
 DK6151_MARK LOGO: MNHD  
 DK6151_PROJECTION: PROJECTING 3 CENTIMETERS
 DK6151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6151+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 DK6151
 DK6151  HISTORY     - Date     Condition        Report By
 DK6151  HISTORY     - 1963     MONUMENTED       MNHD
 DK6151  HISTORY     - 20070606 GOOD             MNDT
 DK6151
 DK6151                          STATION DESCRIPTION
 DK6151
 DK6151'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6151'3.0 MILES EAST OF WARREN, 3.5 MILES EAST ON TRUNK HIGHWAY 1 FROM
 DK6151'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, 74 FEET SOUTH OF
 DK6151'TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 1 STATION 184+00, 97 FEET WEST OF
 DK6151'TEE ROAD NORTH, 0.50 FEET NORTH OF WITNESS POST TRUNK HIGHWAY
 DK6151'MILEPOINT 20.55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6152 ***********************************************************************
 DK6152  DESIGNATION -  4502 K
 DK6152  PID         -  DK6152
 DK6152  STATE/COUNTY-  MN/MARSHALL
 DK6152  COUNTRY     -  US
 DK6152  USGS QUAD   -  RADIUM (1961)
 DK6152
 DK6152                         *CURRENT SURVEY CONTROL
 DK6152  ______________________________________________________________________
 DK6152* NAD 83(2007) POSITION- 48 11 42.94872(N) 096 36 36.58859(W)   ADJUSTED  
 DK6152* NAD 83(2007) ELLIP HT-   254.107 (meters)        (07/11/08)   ADJUSTED
 DK6152* NAD 83(2007) EPOCH   -  2002.00
 DK6152* NAVD 88 ORTHO HEIGHT -   281.5    (meters)     924.    (feet) GPS OBS   
 DK6152  ______________________________________________________________________
 DK6152  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6152  GEOID HEIGHT    -        -27.37  (meters)                     GEOID03
 DK6152  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DK6152  NAD 83(2007) X  -   -490,351.539 (meters)                     COMP
 DK6152  NAD 83(2007) Y  - -4,231,410.337 (meters)                     COMP
 DK6152  NAD 83(2007) Z  -  4,731,566.245 (meters)                     COMP
 DK6152  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC09
 DK6152  HORZ ORDER      -  FIRST
 DK6152  ELLP ORDER      -  FIRST     CLASS I
 DK6152
 DK6152.The horizontal coordinates were established by GPS observations
 DK6152.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6152
 DK6152.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6152.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6152
 DK6152.The horizontal coordinates are valid at the epoch date displayed above
 DK6152.which is a decimal equivalence of Year/Month/Day.
 DK6152
 DK6152.The orthometric height was determined by GPS observations and a
 DK6152.high-resolution geoid model.
 DK6152
 DK6152.Photographs are available for this station.
 DK6152
 DK6152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6152
 DK6152.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6152
 DK6152.The ellipsoidal height was determined by GPS observations
 DK6152.and is referenced to NAD 83.
 DK6152
 DK6152. The following values were computed from the NAD 83(2007) position.
 DK6152
 DK6152;                    North         East     Units Scale Factor Converg.
 DK6152;SPC MN N     -   294,394.173   539,152.703   MT  0.99992252   -2 36 06.5
 DK6152;SPC MN N     -   965,858.22  1,768,870.16   sFT  0.99992252   -2 36 06.5
 DK6152;UTM  14      - 5,340,764.915   677,591.619   MT  0.99998753   +1 46 54.8
 DK6152
 DK6152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6152!SPC MN N     -   0.99996018  x   0.99992252  =   0.99988270
 DK6152!UTM  14      -   0.99996018  x   0.99998753  =   0.99994771
 DK6152
 DK6152                          SUPERSEDED SURVEY CONTROL
 DK6152
 DK6152.No superseded survey control is available for this station.
 DK6152
 DK6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU7759140764(NAD 83)
 DK6152
 DK6152_MARKER: DB = BENCH MARK DISK
 DK6152_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6152_STAMPING: 4502 K 1963
 DK6152_MARK LOGO: MNHD  
 DK6152_PROJECTION: FLUSH
 DK6152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6152+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2007
 DK6152
 DK6152  HISTORY     - Date     Condition        Report By
 DK6152  HISTORY     - 1963     MONUMENTED       MNHD
 DK6152  HISTORY     - 20070607 GOOD             MNDT
 DK6152
 DK6152                          STATION DESCRIPTION
 DK6152
 DK6152'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6152'7 MILES EAST OF WARREN, 7.5 MILES EAST ON TRUNK HIGHWAY 1 FROM
 DK6152'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, 74 FEET SOUTH OF
 DK6152'TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 1 STATION 395+00, 211 FEET WEST OF
 DK6152'COUNTY ROAD 36, 0.6 FEET NORTH OF WITNESS POST, TRUNK HIGHWAY 1
 DK6152'MILEPOINT 24.55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6153 ***********************************************************************
 DK6153  DESIGNATION -  4502 R
 DK6153  PID         -  DK6153
 DK6153  STATE/COUNTY-  MN/MARSHALL
 DK6153  COUNTRY     -  US
 DK6153  USGS QUAD   -  RADIUM (1961)
 DK6153
 DK6153                         *CURRENT SURVEY CONTROL
 DK6153  ______________________________________________________________________
 DK6153* NAD 83(2007) POSITION- 48 11 29.90093(N) 096 31 20.13774(W)   ADJUSTED  
 DK6153* NAD 83(2007) ELLIP HT-   264.957 (meters)        (07/11/08)   ADJUSTED
 DK6153* NAD 83(2007) EPOCH   -  2002.00
 DK6153* NAVD 88 ORTHO HEIGHT -   292.3    (meters)     959.    (feet) GPS OBS   
 DK6153  ______________________________________________________________________
 DK6153  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6153  GEOID HEIGHT    -        -27.37  (meters)                     GEOID03
 DK6153  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 DK6153  NAD 83(2007) X  -   -483,894.093 (meters)                     COMP
 DK6153  NAD 83(2007) Y  - -4,232,463.310 (meters)                     COMP
 DK6153  NAD 83(2007) Z  -  4,731,305.668 (meters)                     COMP
 DK6153  LAPLACE CORR    -          0.99  (seconds)                    DEFLEC09
 DK6153  HORZ ORDER      -  FIRST
 DK6153  ELLP ORDER      -  FIRST     CLASS I
 DK6153
 DK6153.The horizontal coordinates were established by GPS observations
 DK6153.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6153
 DK6153.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6153.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6153
 DK6153.The horizontal coordinates are valid at the epoch date displayed above
 DK6153.which is a decimal equivalence of Year/Month/Day.
 DK6153
 DK6153.The orthometric height was determined by GPS observations and a
 DK6153.high-resolution geoid model.
 DK6153
 DK6153.Photographs are available for this station.
 DK6153
 DK6153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6153
 DK6153.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6153
 DK6153.The ellipsoidal height was determined by GPS observations
 DK6153.and is referenced to NAD 83.
 DK6153
 DK6153. The following values were computed from the NAD 83(2007) position.
 DK6153
 DK6153;                    North         East     Units Scale Factor Converg.
 DK6153;SPC MN N     -   293,698.671   545,662.794   MT  0.99992213   -2 32 11.9
 DK6153;SPC MN N     -   963,576.39  1,790,228.68   sFT  0.99992213   -2 32 11.9
 DK6153;UTM  14      - 5,340,569.052   684,136.347   MT  1.00001662   +1 50 50.5
 DK6153
 DK6153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6153!SPC MN N     -   0.99995848  x   0.99992213  =   0.99988061
 DK6153!UTM  14      -   0.99995848  x   1.00001662  =   0.99997509
 DK6153
 DK6153                          SUPERSEDED SURVEY CONTROL
 DK6153
 DK6153.No superseded survey control is available for this station.
 DK6153
 DK6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU8413640569(NAD 83)
 DK6153
 DK6153_MARKER: DB = BENCH MARK DISK
 DK6153_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6153_STAMPING: 4502 R 1963
 DK6153_MARK LOGO: MNHD  
 DK6153_PROJECTION: RECESSED 5 CENTIMETERS
 DK6153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6153+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2009
 DK6153
 DK6153  HISTORY     - Date     Condition        Report By
 DK6153  HISTORY     - 1963     MONUMENTED       MNHD
 DK6153  HISTORY     - 20070620 GOOD             MNDT
 DK6153  HISTORY     - 20090114 GOOD             MNDT
 DK6153
 DK6153                          STATION DESCRIPTION
 DK6153
 DK6153'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6153'11.0 MILES EAST OF WARREN, 11.8 MILES EAST ON TRUNK HIGHWAY 1 FROM
 DK6153'JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75, 2.3 MILES NORTHWEST
 DK6153'ON TRUNK HIGHWAY 1 FROM CROSSING OF SOUTH COUNTY LINE, 74 FEET SOUTH
 DK6153'OF TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 1 STATION 613+40, 77 FEET EAST OF
 DK6153'CROSSROADS TRUNK HIGHWAY 1 MILEPOINT 28.65, 6.8 FEET EAST IF TEKEPHONE
 DK6153'PEDESTAL NUMBER B 17, 0.70 FEET NORTH-NORTHEAST OF WITNESS POST.
 DK6153
 DK6153                          STATION RECOVERY (2009)
 DK6153
 DK6153'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DK6153'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6153'THE MARK IS 11.0 MILES EAST OF WARREN, 11.8 MILES EAST ON TRUNK
 DK6153'HIGHWAY 1 FROM JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK HIGHWAY 75 IN
 DK6153'WARREN, 2.3 MILES NORTHWEST ON TRUNK HIGHWAY 1 FROM SOUTH COUNTY LINE,
 DK6153'74.0 FEET SOUTH OF TRUNK HIGHWAY 1, AT TRUNK HIGHWAY 1 STATION 613+40,
 DK6153'77.0 FEET EAST OF CROSSROAD AT TRUNK HIGHWAY 1 MILEPOINT 28.65, 6.8
 DK6153'FEET EAST OF PEDESTAL B 17, 0.7 FOOT NORTH-NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5223 ***********************************************************************
 DG5223  DESIGNATION -  4503 A
 DG5223  PID         -  DG5223
 DG5223  STATE/COUNTY-  MN/MARSHALL
 DG5223  COUNTRY     -  US
 DG5223  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5223
 DG5223                         *CURRENT SURVEY CONTROL
 DG5223  ______________________________________________________________________
 DG5223* NAD 83(1986) POSITION- 48 10 50.1    (N) 096 11 39.4    (W)   HD_HELD2  
 DG5223* NAVD 88 ORTHO HEIGHT -   345.948  (meters)    1135.00  (feet) ADJUSTED  
 DG5223  ______________________________________________________________________
 DG5223  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DG5223  DYNAMIC HEIGHT  -        346.017 (meters)     1135.22  (feet) COMP
 DG5223  MODELED GRAVITY -    980,799.9   (mgal)                       NAVD 88
 DG5223
 DG5223  VERT ORDER      -  SECOND    CLASS I
 DG5223
 DG5223.The horizontal coordinates were established by autonomous hand held GPS
 DG5223.observations and have an estimated accuracy of +/- 10 meters.
 DG5223.
 DG5223.The orthometric height was determined by differential leveling and
 DG5223.adjusted in November 2008.
 DG5223
 DG5223.No vertical observational check was made to the station.
 DG5223
 DG5223.Photographs are available for this station.
 DG5223
 DG5223.The dynamic height is computed by dividing the NAVD 88
 DG5223.geopotential number by the normal gravity value computed on the
 DG5223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5223.degrees latitude (g = 980.6199 gals.).
 DG5223
 DG5223.The modeled gravity was interpolated from observed gravity values.
 DG5223
 DG5223;                    North         East    Units  Estimated Accuracy
 DG5223;SPC MN N     -   291,443.      569,975.      MT  (+/- 10 meters HH2 GPS)
 DG5223
 DG5223                          SUPERSEDED SURVEY CONTROL
 DG5223
 DG5223  NAVD 88 (07/09/04)  345.930  (m)         1134.94   (f) SUPERSEDED  2 1
 DG5223
 DG5223.Superseded values are not recommended for survey control.
 DG5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5223.See file dsdata.txt to determine how the superseded data were derived.
 DG5223
 DG5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0855340178(NAD 83)
 DG5223
 DG5223_MARKER: DB = BENCH MARK DISK
 DG5223_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5223_SP_SET: BRIDGE ABUTMENT
 DG5223_STAMPING: 4503 A 1956
 DG5223_MARK LOGO: MNHD  
 DG5223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5223+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5223
 DG5223  HISTORY     - Date     Condition        Report By
 DG5223  HISTORY     - 1956     MONUMENTED       MNHD
 DG5223  HISTORY     - 20030618 GOOD             MNDT
 DG5223
 DG5223                          STATION DESCRIPTION
 DG5223
 DG5223'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5223'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MILES (6.4
 DG5223'KM) NORTH OF THIEF RIVER FALLS, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY
 DG5223'32 BRIDGE NUMBER 8581, AT TRUNK HIGHWAY 32 MILEPOINT 108.61.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5226 ***********************************************************************
 DG5226  DESIGNATION -  4503 B
 DG5226  PID         -  DG5226
 DG5226  STATE/COUNTY-  MN/MARSHALL
 DG5226  COUNTRY     -  US
 DG5226  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5226
 DG5226                         *CURRENT SURVEY CONTROL
 DG5226  ______________________________________________________________________
 DG5226* NAD 83(1986) POSITION- 48 12 38.7    (N) 096 11 35.4    (W)   HD_HELD2  
 DG5226* NAVD 88 ORTHO HEIGHT -   347.845  (meters)    1141.22  (feet) ADJUSTED  
 DG5226  ______________________________________________________________________
 DG5226  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DG5226  DYNAMIC HEIGHT  -        347.915 (meters)     1141.45  (feet) COMP
 DG5226  MODELED GRAVITY -    980,803.1   (mgal)                       NAVD 88
 DG5226
 DG5226  VERT ORDER      -  SECOND    CLASS I
 DG5226
 DG5226.The horizontal coordinates were established by autonomous hand held GPS
 DG5226.observations and have an estimated accuracy of +/- 10 meters.
 DG5226.
 DG5226.The orthometric height was determined by differential leveling and
 DG5226.adjusted in November 2008.
 DG5226
 DG5226.No vertical observational check was made to the station.
 DG5226
 DG5226.The dynamic height is computed by dividing the NAVD 88
 DG5226.geopotential number by the normal gravity value computed on the
 DG5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5226.degrees latitude (g = 980.6199 gals.).
 DG5226
 DG5226.The modeled gravity was interpolated from observed gravity values.
 DG5226
 DG5226;                    North         East    Units  Estimated Accuracy
 DG5226;SPC MN N     -   294,791.      570,192.      MT  (+/- 10 meters HH2 GPS)
 DG5226
 DG5226                          SUPERSEDED SURVEY CONTROL
 DG5226
 DG5226  NAVD 88 (07/09/04)  347.819  (m)         1141.14   (f) SUPERSEDED  2 1
 DG5226
 DG5226.Superseded values are not recommended for survey control.
 DG5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5226.See file dsdata.txt to determine how the superseded data were derived.
 DG5226
 DG5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0851343534(NAD 83)
 DG5226
 DG5226_MARKER: DB = BENCH MARK DISK
 DG5226_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5226_SP_SET: BRIDGE ABUTMENT
 DG5226_STAMPING: 4503 B 1956
 DG5226_MARK LOGO: MNHD  
 DG5226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5226+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5226
 DG5226  HISTORY     - Date     Condition        Report By
 DG5226  HISTORY     - 1956     MONUMENTED       MNHD
 DG5226  HISTORY     - 20030618 GOOD             MNDT
 DG5226
 DG5226                          STATION DESCRIPTION
 DG5226
 DG5226'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5226'THE MARK IS 6.8 MILES (10.9 KM) NORTH OF THIEF RIVER FALLS, IN
 DG5226'SOUTHEAST HEADWALL OF TRUNK HIGHWAY 32 BRIDGE 8582, AT TRUNK HIGHWAY
 DG5226'32 MILEPOINT 110.70.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5235 ***********************************************************************
 DG5235  DESIGNATION -  4503 C
 DG5235  PID         -  DG5235
 DG5235  STATE/COUNTY-  MN/MARSHALL
 DG5235  COUNTRY     -  US
 DG5235  USGS QUAD   -  HOLT (1962)
 DG5235
 DG5235                         *CURRENT SURVEY CONTROL
 DG5235  ______________________________________________________________________
 DG5235* NAD 83(1986) POSITION- 48 17 14.6    (N) 096 11 29.5    (W)   HD_HELD1  
 DG5235* NAVD 88 ORTHO HEIGHT -   351.782  (meters)    1154.14  (feet) ADJUSTED  
 DG5235  ______________________________________________________________________
 DG5235  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DG5235  DYNAMIC HEIGHT  -        351.858 (meters)     1154.39  (feet) COMP
 DG5235  MODELED GRAVITY -    980,817.9   (mgal)                       NAVD 88
 DG5235
 DG5235  VERT ORDER      -  SECOND    CLASS I
 DG5235
 DG5235.The horizontal coordinates were established by differentially corrected
 DG5235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG5235.
 DG5235.The orthometric height was determined by differential leveling and
 DG5235.adjusted in November 2008.
 DG5235
 DG5235.No vertical observational check was made to the station.
 DG5235
 DG5235.The dynamic height is computed by dividing the NAVD 88
 DG5235.geopotential number by the normal gravity value computed on the
 DG5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5235.degrees latitude (g = 980.6199 gals.).
 DG5235
 DG5235.The modeled gravity was interpolated from observed gravity values.
 DG5235
 DG5235;                    North         East    Units  Estimated Accuracy
 DG5235;SPC MN N     -   303,300.6     570,654.2     MT  (+/- 3 meters HH1 GPS) 
 DG5235
 DG5235                          SUPERSEDED SURVEY CONTROL
 DG5235
 DG5235  NAVD 88 (07/09/04)  351.749  (m)         1154.03   (f) SUPERSEDED  2 1
 DG5235
 DG5235.Superseded values are not recommended for survey control.
 DG5235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5235.See file dsdata.txt to determine how the superseded data were derived.
 DG5235
 DG5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0832352055(NAD 83)
 DG5235
 DG5235_MARKER: DB = BENCH MARK DISK
 DG5235_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG5235_SP_SET: BRIDGE ABUTMENT
 DG5235_STAMPING: 4503 C 1956
 DG5235_MARK LOGO: MNHD  
 DG5235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG5235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5235+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5235
 DG5235  HISTORY     - Date     Condition        Report By
 DG5235  HISTORY     - 1956     MONUMENTED       MNHD
 DG5235  HISTORY     - 20030618 GOOD             MNDT
 DG5235
 DG5235                          STATION DESCRIPTION
 DG5235
 DG5235'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5235'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.5 MILES (0.8
 DG5235'KM) SOUTH OF HOLT, IN SOUTHEAST HEADWALL OF TRUNK HIGHWAY 32 BRIDGE
 DG5235'NUMBER 8583, AT TRUNK HIGHWAY 32 MILEPOINT 115.88.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5222 ***********************************************************************
 DG5222  DESIGNATION -  4503 E
 DG5222  PID         -  DG5222
 DG5222  STATE/COUNTY-  MN/MARSHALL
 DG5222  COUNTRY     -  US
 DG5222  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5222
 DG5222                         *CURRENT SURVEY CONTROL
 DG5222  ______________________________________________________________________
 DG5222* NAD 83(2007) POSITION- 48 10 46.19392(N) 096 11 38.27663(W)   ADJUSTED  
 DG5222* NAD 83(2007) ELLIP HT-   318.209 (meters)        (07/11/08)   ADJUSTED
 DG5222* NAD 83(2007) EPOCH   -  2002.00
 DG5222* NAVD 88 ORTHO HEIGHT -   345.397  (meters)    1133.19  (feet) ADJUSTED  
 DG5222  ______________________________________________________________________
 DG5222  NAD 83(2007) X  -   -459,747.406 (meters)                     COMP
 DG5222  NAD 83(2007) Y  - -4,236,202.071 (meters)                     COMP
 DG5222  NAD 83(2007) Z  -  4,730,445.252 (meters)                     COMP
 DG5222  LAPLACE CORR    -          1.45  (seconds)                    DEFLEC09
 DG5222  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DG5222  DYNAMIC HEIGHT  -        345.466 (meters)     1133.42  (feet) COMP
 DG5222  MODELED GRAVITY -    980,799.8   (mgal)                       NAVD 88
 DG5222
 DG5222  HORZ ORDER      -  FIRST
 DG5222  VERT ORDER      -  SECOND    CLASS I
 DG5222  ELLP ORDER      -  FIRST     CLASS I
 DG5222
 DG5222.The horizontal coordinates were established by GPS observations
 DG5222.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5222
 DG5222.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5222.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5222
 DG5222.The horizontal coordinates are valid at the epoch date displayed above
 DG5222.which is a decimal equivalence of Year/Month/Day.
 DG5222
 DG5222.The orthometric height was determined by differential leveling and
 DG5222.adjusted in November 2008.
 DG5222
 DG5222.No vertical observational check was made to the station.
 DG5222
 DG5222.Photographs are available for this station.
 DG5222
 DG5222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5222
 DG5222.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5222
 DG5222.The ellipsoidal height was determined by GPS observations
 DG5222.and is referenced to NAD 83.
 DG5222
 DG5222.The dynamic height is computed by dividing the NAVD 88
 DG5222.geopotential number by the normal gravity value computed on the
 DG5222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5222.degrees latitude (g = 980.6199 gals.).
 DG5222
 DG5222.The modeled gravity was interpolated from observed gravity values.
 DG5222
 DG5222. The following values were computed from the NAD 83(2007) position.
 DG5222
 DG5222;                    North         East     Units Scale Factor Converg.
 DG5222;SPC MN N     -   291,321.466   569,993.424   MT  0.99992083   -2 17 35.9
 DG5222;SPC MN N     -   955,777.18  1,870,053.43   sFT  0.99992083   -2 17 35.9
 DG5222;UTM  14      - 5,340,058.838   708,581.247   MT  1.00013459   +2 05 30.9
 DG5222
 DG5222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5222!SPC MN N     -   0.99995013  x   0.99992083  =   0.99987096
 DG5222!UTM  14      -   0.99995013  x   1.00013459  =   1.00008471
 DG5222
 DG5222                          SUPERSEDED SURVEY CONTROL
 DG5222
 DG5222  NAVD 88 (04/01/09)  345.40   (m)         1133.2    (f) LEVELING    3  
 DG5222  NAVD 88 (07/11/08)  345.38   (m)         1133.1    (f) LEVELING    3  
 DG5222  NAVD 88 (07/09/04)  345.380  (m)         1133.13   (f) SUPERSEDED  2 1
 DG5222
 DG5222.Superseded values are not recommended for survey control.
 DG5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5222.See file dsdata.txt to determine how the superseded data were derived.
 DG5222
 DG5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0858140058(NAD 83)
 DG5222
 DG5222_MARKER: DD = SURVEY DISK
 DG5222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5222_STAMPING: 4503 E 2003
 DG5222_MARK LOGO: MNDT  
 DG5222_PROJECTION: RECESSED 3 CENTIMETERS
 DG5222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5222+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2009
 DG5222_ROD/PIPE-DEPTH:  4.6 meters
 DG5222
 DG5222  HISTORY     - Date     Condition        Report By
 DG5222  HISTORY     - 2003     MONUMENTED       MNDT
 DG5222  HISTORY     - 20070625 GOOD             MNDT
 DG5222  HISTORY     - 20090114 GOOD             MNDT
 DG5222
 DG5222                          STATION DESCRIPTION
 DG5222
 DG5222'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5222'THE MARK IS 4.0 MILES (6.4 KM) NORTH OF THIEF RIVER FALLS, 3.9 MILES
 DG5222'(6.3 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK
 DG5222'HIGHWAY 32 AND TRUNK HIGHWAY 1 EAST IN THIEF RIVER FALLS, AT TRUNK
 DG5222'HIGHWAY 32 MILEPOINT 108.55, 128.5 FEET (39.2 M) EAST OF TRUNK HIGHWAY
 DG5222'32 ON OLD FENCE LINE, 2.0 FEET (0.6 M) WEST OF WITNESS POST. THE MARK,
 DG5222'A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL
 DG5222'MARK DISK SET ON TOP OF A 15 FOOT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3
 DG5222'FOOT (0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND
 DG5222'SUITABLE FOR GPS.
 DG5222
 DG5222                          STATION RECOVERY (2007)
 DG5222
 DG5222'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5222'4.0 MILES NORTH OF THIEF RIVER FALLS, 3.9 MILES NORTH ALONG TRUNK
 DG5222'HIGHWAY 32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 1
 DG5222'EAST IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32 MILEPOINT 108.55, 128.5
 DG5222'FEET EAST OF TRUNK HIGHWAY 32, ON OLD FENCE LINE, 2.0 FEET WEST OF
 DG5222'WITNESS POST.
 DG5222
 DG5222                          STATION RECOVERY (2009)
 DG5222
 DG5222'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DG5222'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG5222'THE MARK IS 4.0 MILES NORTH OF THIEF RIVER FALLS, 3.9 MILES NORTH
 DG5222'ALONG TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK
 DG5222'HIGHWAY 1 EAST IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32 MILEPOINT
 DG5222'108.55, 128.5 FEET EAST OF TRUNK HIGHWAY 32, ON OLD FENCE LINE, 2.0
 DG5222'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5224 ***********************************************************************
 DG5224  DESIGNATION -  4503 F
 DG5224  PID         -  DG5224
 DG5224  STATE/COUNTY-  MN/MARSHALL
 DG5224  COUNTRY     -  US
 DG5224  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5224
 DG5224                         *CURRENT SURVEY CONTROL
 DG5224  ______________________________________________________________________
 DG5224* NAD 83(1986) POSITION- 48 11 45.3    (N) 096 11 35.9    (W)   HD_HELD2  
 DG5224* NAVD 88 ORTHO HEIGHT -   346.472  (meters)    1136.72  (feet) ADJUSTED  
 DG5224  ______________________________________________________________________
 DG5224  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DG5224  DYNAMIC HEIGHT  -        346.541 (meters)     1136.94  (feet) COMP
 DG5224  MODELED GRAVITY -    980,801.5   (mgal)                       NAVD 88
 DG5224
 DG5224  VERT ORDER      -  SECOND    CLASS I
 DG5224
 DG5224.The horizontal coordinates were established by autonomous hand held GPS
 DG5224.observations and have an estimated accuracy of +/- 10 meters.
 DG5224.
 DG5224.The orthometric height was determined by differential leveling and
 DG5224.adjusted in November 2008.
 DG5224
 DG5224.No vertical observational check was made to the station.
 DG5224
 DG5224.Photographs are available for this station.
 DG5224
 DG5224.The dynamic height is computed by dividing the NAVD 88
 DG5224.geopotential number by the normal gravity value computed on the
 DG5224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5224.degrees latitude (g = 980.6199 gals.).
 DG5224
 DG5224.The modeled gravity was interpolated from observed gravity values.
 DG5224
 DG5224;                    North         East    Units  Estimated Accuracy
 DG5224;SPC MN N     -   293,144.      570,116.      MT  (+/- 10 meters HH2 GPS)
 DG5224
 DG5224                          SUPERSEDED SURVEY CONTROL
 DG5224
 DG5224  NAVD 88 (07/09/04)  346.450  (m)         1136.64   (f) SUPERSEDED  2 1
 DG5224
 DG5224.Superseded values are not recommended for survey control.
 DG5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5224.See file dsdata.txt to determine how the superseded data were derived.
 DG5224
 DG5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0856341885(NAD 83)
 DG5224
 DG5224_MARKER: DD = SURVEY DISK
 DG5224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5224_STAMPING: 4503 F 2003
 DG5224_MARK LOGO: MNDT  
 DG5224_PROJECTION: FLUSH
 DG5224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5224+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5224_ROD/PIPE-DEPTH:  4.6 meters
 DG5224
 DG5224  HISTORY     - Date     Condition        Report By
 DG5224  HISTORY     - 2003     MONUMENTED       MNDT
 DG5224
 DG5224                          STATION DESCRIPTION
 DG5224
 DG5224'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5224'THE MARK IS 5.5 MILES (8.9 KM) NORTH OF THIEF RIVER FALLS, 5.5 MILES
 DG5224'(8.9 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY
 DG5224'59 AND TRUNK HIGHWAY 32 IN THEIF RIVER FALSS, AT TRUNK HIGHWAY 32
 DG5224'MILEPOINT 109.7, 87.2 FEET (26.6 M) EAST OF TRUNK HIGHWAY 32, 21.9
 DG5224'FEET (6.7 M) SOUTH OF GRAVEL ROAD, 11.1 FEET (3.4 M) NORTHEAST OF
 DG5224'TELEPHONE PEDESTAL, 2.0 FEET (0.6 M) EAST OF WITNESS POST.  THE MARK,
 DG5224'A STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL
 DG5224'MARK DISK SET ON TOP OF A 15 FOOT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3
 DG5224'FOOT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5225 ***********************************************************************
 DG5225  DESIGNATION -  4503 G
 DG5225  PID         -  DG5225
 DG5225  STATE/COUNTY-  MN/MARSHALL
 DG5225  COUNTRY     -  US
 DG5225  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5225
 DG5225                         *CURRENT SURVEY CONTROL
 DG5225  ______________________________________________________________________
 DG5225* NAD 83(2007) POSITION- 48 12 37.66124(N) 096 11 33.39694(W)   ADJUSTED  
 DG5225* NAD 83(2007) ELLIP HT-   320.106 (meters)        (07/11/08)   ADJUSTED
 DG5225* NAD 83(2007) EPOCH   -  2002.00
 DG5225* NAVD 88 ORTHO HEIGHT -   347.287  (meters)    1139.39  (feet) ADJUSTED  
 DG5225  ______________________________________________________________________
 DG5225  NAD 83(2007) X  -   -459,370.469 (meters)                     COMP
 DG5225  NAD 83(2007) Y  - -4,233,662.638 (meters)                     COMP
 DG5225  NAD 83(2007) Z  -  4,732,741.823 (meters)                     COMP
 DG5225  LAPLACE CORR    -          1.97  (seconds)                    DEFLEC09
 DG5225  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DG5225  DYNAMIC HEIGHT  -        347.357 (meters)     1139.62  (feet) COMP
 DG5225  MODELED GRAVITY -    980,803.1   (mgal)                       NAVD 88
 DG5225
 DG5225  HORZ ORDER      -  FIRST
 DG5225  VERT ORDER      -  SECOND    CLASS I
 DG5225  ELLP ORDER      -  FIRST     CLASS I
 DG5225
 DG5225.The horizontal coordinates were established by GPS observations
 DG5225.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5225
 DG5225.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5225.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5225
 DG5225.The horizontal coordinates are valid at the epoch date displayed above
 DG5225.which is a decimal equivalence of Year/Month/Day.
 DG5225
 DG5225.The orthometric height was determined by differential leveling and
 DG5225.adjusted in November 2008.
 DG5225
 DG5225.No vertical observational check was made to the station.
 DG5225
 DG5225.Photographs are available for this station.
 DG5225
 DG5225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5225
 DG5225.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5225
 DG5225.The ellipsoidal height was determined by GPS observations
 DG5225.and is referenced to NAD 83.
 DG5225
 DG5225.The dynamic height is computed by dividing the NAVD 88
 DG5225.geopotential number by the normal gravity value computed on the
 DG5225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5225.degrees latitude (g = 980.6199 gals.).
 DG5225
 DG5225.The modeled gravity was interpolated from observed gravity values.
 DG5225
 DG5225. The following values were computed from the NAD 83(2007) position.
 DG5225
 DG5225;                    North         East     Units Scale Factor Converg.
 DG5225;SPC MN N     -   294,757.331   570,231.834   MT  0.99992423   -2 17 32.3
 DG5225;SPC MN N     -   967,049.68  1,870,835.61   sFT  0.99992423   -2 17 32.3
 DG5225;UTM  14      - 5,343,503.604   708,556.211   MT  1.00013446   +2 05 38.2
 DG5225
 DG5225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5225!SPC MN N     -   0.99994983  x   0.99992423  =   0.99987407
 DG5225!UTM  14      -   0.99994983  x   1.00013446  =   1.00008429
 DG5225
 DG5225                          SUPERSEDED SURVEY CONTROL
 DG5225
 DG5225  NAVD 88 (07/11/08)  347.26   (m)         1139.3    (f) LEVELING    3  
 DG5225  NAVD 88 (07/09/04)  347.262  (m)         1139.31   (f) SUPERSEDED  2 1
 DG5225
 DG5225.Superseded values are not recommended for survey control.
 DG5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5225.See file dsdata.txt to determine how the superseded data were derived.
 DG5225
 DG5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0855643503(NAD 83)
 DG5225
 DG5225_MARKER: DD = SURVEY DISK
 DG5225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5225_STAMPING: 4503 G 2003
 DG5225_MARK LOGO: MNDT  
 DG5225_PROJECTION: RECESSED 3 CENTIMETERS
 DG5225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5225+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2007
 DG5225_ROD/PIPE-DEPTH:  4.6 meters
 DG5225
 DG5225  HISTORY     - Date     Condition        Report By
 DG5225  HISTORY     - 2003     MONUMENTED       MNDT
 DG5225  HISTORY     - 20070625 GOOD             MNDT
 DG5225
 DG5225                          STATION DESCRIPTION
 DG5225
 DG5225'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5225'THE MARK IS 6.5 MILES (10.5 KM) NORTH OF THIEF RIVER FALLS, 6.05 MILES
 DG5225'(9.74 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION OF TRUNK HIGHWAY
 DG5225'32 AND TRUNK HIGHWAY 1 EAST IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32
 DG5225'MILEPOINT 110.70, 70.4 FEET (21.5 M) SOUTH OF COUNTY ROAD 2, 171.9
 DG5225'FEET (52.4 M) EAST OF TRUNK HIGHWAY 32, 26.3 FEET (8.0 M) WEST OF
 DG5225'FIELD ENTRANCE, 6.8 FEET (2.1 M) EAST OF POWER POLE, 2.0 FEET (0.6 M)
 DG5225'SOUTH OF WITNESS POST.  THE MARK, A STANDARD MINNESOTA DEPARTMENT OF
 DG5225'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FOOT (4.6
 DG5225'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS,
 DG5225'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 DG5225
 DG5225                          STATION RECOVERY (2007)
 DG5225
 DG5225'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5225'6.5 MILES NORTH OF THIEF RIVER FALLS, 6.05 MILES NORTH ALONG TRUNK
 DG5225'HIGHWAY 52 FROM JUNCTION OF TRUNK HIGHWAY 32 AND TRUNK HIGHWAY 1 EAST
 DG5225'IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32 MILEPOINT 110.70, 70.4 FEET
 DG5225'SOUTH OF COUNTY ROAD 2, 171.9 FEET EAST OF TRUNK HIGHWAY 32, 26.3 FEET
 DG5225'WEST OF FIELD ENTRANCE, 6.8 FEET EAST OF POWER POLE, 2.0 FEET SOUTH OF
 DG5225'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5230 ***********************************************************************
 DG5230  DESIGNATION -  4503 H
 DG5230  PID         -  DG5230
 DG5230  STATE/COUNTY-  MN/MARSHALL
 DG5230  COUNTRY     -  US
 DG5230  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5230
 DG5230                         *CURRENT SURVEY CONTROL
 DG5230  ______________________________________________________________________
 DG5230* NAD 83(1986) POSITION- 48 13 30.6    (N) 096 11 37.2    (W)   HD_HELD2  
 DG5230* NAVD 88 ORTHO HEIGHT -   348.778  (meters)    1144.28  (feet) ADJUSTED  
 DG5230  ______________________________________________________________________
 DG5230  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 DG5230  DYNAMIC HEIGHT  -        348.849 (meters)     1144.52  (feet) COMP
 DG5230  MODELED GRAVITY -    980,804.9   (mgal)                       NAVD 88
 DG5230
 DG5230  VERT ORDER      -  SECOND    CLASS I
 DG5230
 DG5230.The horizontal coordinates were established by autonomous hand held GPS
 DG5230.observations and have an estimated accuracy of +/- 10 meters.
 DG5230.
 DG5230.The orthometric height was determined by differential leveling and
 DG5230.adjusted in November 2008.
 DG5230
 DG5230.No vertical observational check was made to the station.
 DG5230
 DG5230.Photographs are available for this station.
 DG5230
 DG5230.The dynamic height is computed by dividing the NAVD 88
 DG5230.geopotential number by the normal gravity value computed on the
 DG5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5230.degrees latitude (g = 980.6199 gals.).
 DG5230
 DG5230.The modeled gravity was interpolated from observed gravity values.
 DG5230
 DG5230;                    North         East    Units  Estimated Accuracy
 DG5230;SPC MN N     -   296,394.      570,219.      MT  (+/- 10 meters HH2 GPS)
 DG5230
 DG5230                          SUPERSEDED SURVEY CONTROL
 DG5230
 DG5230  NAVD 88 (07/09/04)  348.748  (m)         1144.18   (f) SUPERSEDED  2 1
 DG5230
 DG5230.Superseded values are not recommended for survey control.
 DG5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5230.See file dsdata.txt to determine how the superseded data were derived.
 DG5230
 DG5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0841845135(NAD 83)
 DG5230
 DG5230_MARKER: DD = SURVEY DISK
 DG5230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5230_STAMPING: 4503 H 2003
 DG5230_MARK LOGO: MNDT  
 DG5230_PROJECTION: FLUSH
 DG5230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5230+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5230_ROD/PIPE-DEPTH:  6.1 meters
 DG5230
 DG5230  HISTORY     - Date     Condition        Report By
 DG5230  HISTORY     - 2003     MONUMENTED       MNDT
 DG5230
 DG5230                          STATION DESCRIPTION
 DG5230
 DG5230'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5230'THE MARK IS 7.5 MILES (12.1 KM) NORTH OF THIEF RIVER FALLS, 7.05 MILES
 DG5230'(11.35 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY
 DG5230'32 AND TRUNK HIGHWAY 1 EAST IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32
 DG5230'MILEPOINT 111.70, 92.8 FEET (28.3 M) EAST OF TRUNK HIGHWAY 32, 38.5
 DG5230'FEET (11.7 M) SOUTH OF GRAVEL ROAD, 9.8 FEET (3.0 M) EAST-NORTHEAST OF
 DG5230'CABLE PEDESTAL, 1.7 FEET (0.5 M) WEST OF WITNESS POST.  THE MARK, A
 DG5230'STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK
 DG5230'DISK SET ON TOP OF A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT
 DG5230'(0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5232 ***********************************************************************
 DG5232  DESIGNATION -  4503 J
 DG5232  PID         -  DG5232
 DG5232  STATE/COUNTY-  MN/MARSHALL
 DG5232  COUNTRY     -  US
 DG5232  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DG5232
 DG5232                         *CURRENT SURVEY CONTROL
 DG5232  ______________________________________________________________________
 DG5232* NAD 83(1986) POSITION- 48 14 48.3    (N) 096 11 38.5    (W)   HD_HELD2  
 DG5232* NAVD 88 ORTHO HEIGHT -   350.364  (meters)    1149.49  (feet) ADJUSTED  
 DG5232  ______________________________________________________________________
 DG5232  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DG5232  DYNAMIC HEIGHT  -        350.437 (meters)     1149.73  (feet) COMP
 DG5232  MODELED GRAVITY -    980,808.5   (mgal)                       NAVD 88
 DG5232
 DG5232  VERT ORDER      -  SECOND    CLASS I
 DG5232
 DG5232.The horizontal coordinates were established by autonomous hand held GPS
 DG5232.observations and have an estimated accuracy of +/- 10 meters.
 DG5232.
 DG5232.The orthometric height was determined by differential leveling and
 DG5232.adjusted in November 2008.
 DG5232
 DG5232.No vertical observational check was made to the station.
 DG5232
 DG5232.Photographs are available for this station.
 DG5232
 DG5232.The dynamic height is computed by dividing the NAVD 88
 DG5232.geopotential number by the normal gravity value computed on the
 DG5232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5232.degrees latitude (g = 980.6199 gals.).
 DG5232
 DG5232.The modeled gravity was interpolated from observed gravity values.
 DG5232
 DG5232;                    North         East    Units  Estimated Accuracy
 DG5232;SPC MN N     -   298,793.      570,288.      MT  (+/- 10 meters HH2 GPS)
 DG5232
 DG5232                          SUPERSEDED SURVEY CONTROL
 DG5232
 DG5232  NAVD 88 (07/09/04)  350.332  (m)         1149.38   (f) SUPERSEDED  2 1
 DG5232
 DG5232.Superseded values are not recommended for survey control.
 DG5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5232.See file dsdata.txt to determine how the superseded data were derived.
 DG5232
 DG5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0830347532(NAD 83)
 DG5232
 DG5232_MARKER: DD = SURVEY DISK
 DG5232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5232_STAMPING: 4503 J 2003
 DG5232_MARK LOGO: MNDT  
 DG5232_PROJECTION: FLUSH
 DG5232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5232+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5232_ROD/PIPE-DEPTH:  6.1 meters
 DG5232
 DG5232  HISTORY     - Date     Condition        Report By
 DG5232  HISTORY     - 2003     MONUMENTED       MNDT
 DG5232
 DG5232                          STATION DESCRIPTION
 DG5232
 DG5232'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5232'THE MARK IS 3.5 MILES (5.6 KM) SOUTH OF HOLT, 3.65 MILES (5.87 KM)
 DG5232'SOUTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND
 DG5232'COUNTY ROAD 7 IN HOLT, AT TRUNK HIGHWAY 32 MILEPOINT 113.15, 88.8 FEET
 DG5232'(27.1 M) EAST OF TRUNK HIGHWAY 32, 51.7 FEET (15.8 M) NORTH OF
 DG5232'DRIVEWAY, 30.3 FEET (9.2 M) SOUTH-SOUTHWEST OF POWER POLE, 9.8 FEET
 DG5232'(3.0 M) WEST OF WITNESS POST.  THE MARK, A STANDARD MINNESOTA
 DG5232'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF
 DG5232'A 20 FOOT (6.1 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5232'FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5233 ***********************************************************************
 DG5233  DESIGNATION -  4503 K
 DG5233  PID         -  DG5233
 DG5233  STATE/COUNTY-  MN/MARSHALL
 DG5233  COUNTRY     -  US
 DG5233  USGS QUAD   -  HOLT (1962)
 DG5233
 DG5233                         *CURRENT SURVEY CONTROL
 DG5233  ______________________________________________________________________
 DG5233* NAD 83(2007) POSITION- 48 15 26.77745(N) 096 11 37.57911(W)   ADJUSTED  
 DG5233* NAD 83(2007) ELLIP HT-   323.641 (meters)        (07/11/08)   ADJUSTED
 DG5233* NAD 83(2007) EPOCH   -  2002.00
 DG5233* NAVD 88 ORTHO HEIGHT -   350.804  (meters)    1150.93  (feet) ADJUSTED  
 DG5233  ______________________________________________________________________
 DG5233  NAD 83(2007) X  -   -459,036.186 (meters)                     COMP
 DG5233  NAD 83(2007) Y  - -4,229,782.102 (meters)                     COMP
 DG5233  NAD 83(2007) Z  -  4,736,224.007 (meters)                     COMP
 DG5233  LAPLACE CORR    -          2.65  (seconds)                    DEFLEC09
 DG5233  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DG5233  DYNAMIC HEIGHT  -        350.877 (meters)     1151.17  (feet) COMP
 DG5233  MODELED GRAVITY -    980,810.9   (mgal)                       NAVD 88
 DG5233
 DG5233  HORZ ORDER      -  FIRST
 DG5233  VERT ORDER      -  SECOND    CLASS I
 DG5233  ELLP ORDER      -  FIRST     CLASS I
 DG5233
 DG5233.The horizontal coordinates were established by GPS observations
 DG5233.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5233
 DG5233.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5233.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5233
 DG5233.The horizontal coordinates are valid at the epoch date displayed above
 DG5233.which is a decimal equivalence of Year/Month/Day.
 DG5233
 DG5233.The orthometric height was determined by differential leveling and
 DG5233.adjusted in November 2008.
 DG5233
 DG5233.No vertical observational check was made to the station.
 DG5233
 DG5233.Photographs are available for this station.
 DG5233
 DG5233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5233
 DG5233.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5233
 DG5233.The ellipsoidal height was determined by GPS observations
 DG5233.and is referenced to NAD 83.
 DG5233
 DG5233.The dynamic height is computed by dividing the NAVD 88
 DG5233.geopotential number by the normal gravity value computed on the
 DG5233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5233.degrees latitude (g = 980.6199 gals.).
 DG5233
 DG5233.The modeled gravity was interpolated from observed gravity values.
 DG5233
 DG5233. The following values were computed from the NAD 83(2007) position.
 DG5233
 DG5233;                    North         East     Units Scale Factor Converg.
 DG5233;SPC MN N     -   299,979.792   570,354.562   MT  0.99992993   -2 17 35.4
 DG5233;SPC MN N     -   984,183.70  1,871,238.26   sFT  0.99992993   -2 17 35.4
 DG5233;UTM  14      - 5,348,721.230   708,279.042   MT  1.00013304   +2 05 40.6
 DG5233
 DG5233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5233!SPC MN N     -   0.99994928  x   0.99992993  =   0.99987921
 DG5233!UTM  14      -   0.99994928  x   1.00013304  =   1.00008231
 DG5233
 DG5233                          SUPERSEDED SURVEY CONTROL
 DG5233
 DG5233  NAVD 88 (07/11/08)  350.77   (m)         1150.8    (f) LEVELING    3  
 DG5233  NAVD 88 (07/09/04)  350.771  (m)         1150.82   (f) SUPERSEDED  2 1
 DG5233
 DG5233.Superseded values are not recommended for survey control.
 DG5233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5233.See file dsdata.txt to determine how the superseded data were derived.
 DG5233
 DG5233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0827948721(NAD 83)
 DG5233
 DG5233_MARKER: DD = SURVEY DISK
 DG5233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5233_STAMPING: 4503 K 2003
 DG5233_MARK LOGO: MNDT  
 DG5233_PROJECTION: FLUSH
 DG5233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5233+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DG5233_ROD/PIPE-DEPTH:  6.1 meters
 DG5233
 DG5233  HISTORY     - Date     Condition        Report By
 DG5233  HISTORY     - 2003     MONUMENTED       MNDT
 DG5233  HISTORY     - 20070627 GOOD             MNDT
 DG5233
 DG5233                          STATION DESCRIPTION
 DG5233
 DG5233'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5233'THE MARK IS 6.5 MILES (10.5 KM) NORTH OF THIEF RIVER FALLS, 6.05 MILES
 DG5233'(9.74 KM) NORTH ALONG TRUNK HIGHWAY 52 FROM JUNCTION OF TRUNK HIGHWAY
 DG5233'32 AND TRUNK HIGHWAY 1 EAST IN THIEF RIVER FALLS, AT TRUNK HIGHWAY 32
 DG5233'MILEPOINT 110.70, 70.4 FEET (21.5 M) SOUTH OF COUNTY ROAD 2, 171.9
 DG5233'FEET (52.4 M) EAST OF TRUNK HIGHWAY 32, 26.3 FEET (8.0 M) WEST OF
 DG5233'FIELD ENTRANCE, 6.8 FEET (2.1 M) EAST OF POWER POLE, 2.0 FEET (0.6 M)
 DG5233'SOUTH OF WITNESS POST.  THE MARK, A STANDARD MINNESOTA DEPARTMENT OF
 DG5233'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 20 FOOT (6.1
 DG5233'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, FLUSH,
 DG5233'MAGNETIC, AND SUITABLE FOR GPS.
 DG5233
 DG5233                          STATION RECOVERY (2007)
 DG5233
 DG5233'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 DG5233'2.5 MILES SOUTH OF HOLT, 3.0 MILES SOUTH ON TRUNK HIGHWAY 32 FROM THE
 DG5233'JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 7 WHICH IS 0.5 MILES
 DG5233'NORTH OF HOLT, AT TRUNK HIGHWAY 32 MILEPOINT 113.9, 83 FEET EAST OF
 DG5233'TRUNK HIGHWAY 32, 58.5 FEET NORTH-NORTHWEST OF POWER POLE, 7.5 FEET
 DG5233'SOUTH OF ENTRANCE, 10.5 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5234 ***********************************************************************
 DG5234  DESIGNATION -  4503 L
 DG5234  PID         -  DG5234
 DG5234  STATE/COUNTY-  MN/MARSHALL
 DG5234  COUNTRY     -  US
 DG5234  USGS QUAD   -  HOLT (1962)
 DG5234
 DG5234                         *CURRENT SURVEY CONTROL
 DG5234  ______________________________________________________________________
 DG5234* NAD 83(1986) POSITION- 48 16 08.8    (N) 096 11 34.4    (W)   HD_HELD2  
 DG5234* NAVD 88 ORTHO HEIGHT -   351.548  (meters)    1153.37  (feet) ADJUSTED  
 DG5234  ______________________________________________________________________
 DG5234  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DG5234  DYNAMIC HEIGHT  -        351.623 (meters)     1153.62  (feet) COMP
 DG5234  MODELED GRAVITY -    980,814.0   (mgal)                       NAVD 88
 DG5234
 DG5234  VERT ORDER      -  SECOND    CLASS I
 DG5234
 DG5234.The horizontal coordinates were established by autonomous hand held GPS
 DG5234.observations and have an estimated accuracy of +/- 10 meters.
 DG5234.
 DG5234.The orthometric height was determined by differential leveling and
 DG5234.adjusted in November 2008.
 DG5234
 DG5234.No vertical observational check was made to the station.
 DG5234
 DG5234.Photographs are available for this station.
 DG5234
 DG5234.The dynamic height is computed by dividing the NAVD 88
 DG5234.geopotential number by the normal gravity value computed on the
 DG5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5234.degrees latitude (g = 980.6199 gals.).
 DG5234
 DG5234.The modeled gravity was interpolated from observed gravity values.
 DG5234
 DG5234;                    North         East    Units  Estimated Accuracy
 DG5234;SPC MN N     -   301,274.      570,472.      MT  (+/- 10 meters HH2 GPS)
 DG5234
 DG5234                          SUPERSEDED SURVEY CONTROL
 DG5234
 DG5234  NAVD 88 (07/09/04)  351.515  (m)         1153.26   (f) SUPERSEDED  2 1
 DG5234
 DG5234.Superseded values are not recommended for survey control.
 DG5234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5234.See file dsdata.txt to determine how the superseded data were derived.
 DG5234
 DG5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0829750020(NAD 83)
 DG5234
 DG5234_MARKER: DD = SURVEY DISK
 DG5234_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5234_STAMPING: 4503 L 2003
 DG5234_MARK LOGO: MNDT  
 DG5234_PROJECTION: FLUSH
 DG5234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5234+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5234_ROD/PIPE-DEPTH:  7.6 meters
 DG5234
 DG5234  HISTORY     - Date     Condition        Report By
 DG5234  HISTORY     - 2003     MONUMENTED       MNDT
 DG5234
 DG5234                          STATION DESCRIPTION
 DG5234
 DG5234'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5234'THE MARK IS 2.0 MILES (3.2 KM) SOUTH OF HOLT, 2.15 MILES (3.46 KM)
 DG5234'SOUTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND
 DG5234'COUNTY ROAD 7 (0.50 MILES NORTH OF HOLT) TO THUNK HIGHWAY 32 MILEPOINT
 DG5234'114.70, THENCE 0.05 MILES (0.08 KM) EAST ON GRAVEL ROAD, 27.0 FEET
 DG5234'(8.2 M) NORTH OF GRAVEL ROAD, 17.5 FEET (5.3 M) WEST OF FIELD
 DG5234'ENTRANCE, 1.8 FEET (0.5 M) EAST OF WITNESS POST.  THE MARK, A STANDARD
 DG5234'MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET
 DG5234'ON TOP OF A 25 FOOT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M)
 DG5234'STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5236 ***********************************************************************
 DG5236  DESIGNATION -  4503 M
 DG5236  PID         -  DG5236
 DG5236  STATE/COUNTY-  MN/MARSHALL
 DG5236  COUNTRY     -  US
 DG5236  USGS QUAD   -  HOLT (1962)
 DG5236
 DG5236                         *CURRENT SURVEY CONTROL
 DG5236  ______________________________________________________________________
 DG5236* NAD 83(2007) POSITION- 48 18 00.38376(N) 096 11 36.17685(W)   ADJUSTED  
 DG5236* NAD 83(2007) ELLIP HT-   323.491 (meters)        (07/11/08)   ADJUSTED
 DG5236* NAD 83(2007) EPOCH   -  2002.00
 DG5236* NAVD 88 ORTHO HEIGHT -   350.626  (meters)    1150.35  (feet) ADJUSTED  
 DG5236  ______________________________________________________________________
 DG5236  NAD 83(2007) X  -   -458,625.350 (meters)                     COMP
 DG5236  NAD 83(2007) Y  - -4,226,264.324 (meters)                     COMP
 DG5236  NAD 83(2007) Z  -  4,739,381.584 (meters)                     COMP
 DG5236  LAPLACE CORR    -          2.00  (seconds)                    DEFLEC09
 DG5236  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DG5236  DYNAMIC HEIGHT  -        350.704 (meters)     1150.60  (feet) COMP
 DG5236  MODELED GRAVITY -    980,822.3   (mgal)                       NAVD 88
 DG5236
 DG5236  HORZ ORDER      -  FIRST
 DG5236  VERT ORDER      -  SECOND    CLASS I
 DG5236  ELLP ORDER      -  FIRST     CLASS I
 DG5236
 DG5236.The horizontal coordinates were established by GPS observations
 DG5236.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5236
 DG5236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5236.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5236
 DG5236.The horizontal coordinates are valid at the epoch date displayed above
 DG5236.which is a decimal equivalence of Year/Month/Day.
 DG5236
 DG5236.The orthometric height was determined by differential leveling and
 DG5236.adjusted in November 2008.
 DG5236
 DG5236.No vertical observational check was made to the station.
 DG5236
 DG5236.Photographs are available for this station.
 DG5236
 DG5236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5236
 DG5236.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5236
 DG5236.The ellipsoidal height was determined by GPS observations
 DG5236.and is referenced to NAD 83.
 DG5236
 DG5236.The dynamic height is computed by dividing the NAVD 88
 DG5236.geopotential number by the normal gravity value computed on the
 DG5236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5236.degrees latitude (g = 980.6199 gals.).
 DG5236
 DG5236.The modeled gravity was interpolated from observed gravity values.
 DG5236
 DG5236. The following values were computed from the NAD 83(2007) position.
 DG5236
 DG5236;                    North         East     Units Scale Factor Converg.
 DG5236;SPC MN N     -   304,719.064   570,573.265   MT  0.99993570   -2 17 34.4
 DG5236;SPC MN N     -   999,732.46  1,871,955.79   sFT  0.99993570   -2 17 34.4
 DG5236;UTM  14      - 5,353,464.290   708,134.434   MT  1.00013229   +2 05 46.6
 DG5236
 DG5236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5236!SPC MN N     -   0.99994930  x   0.99993570  =   0.99988501
 DG5236!UTM  14      -   0.99994930  x   1.00013229  =   1.00008159
 DG5236
 DG5236                          SUPERSEDED SURVEY CONTROL
 DG5236
 DG5236  NAVD 88 (07/11/08)  350.59   (m)         1150.2    (f) LEVELING    3  
 DG5236  NAVD 88 (07/09/04)  350.593  (m)         1150.24   (f) SUPERSEDED  2 1
 DG5236
 DG5236.Superseded values are not recommended for survey control.
 DG5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5236.See file dsdata.txt to determine how the superseded data were derived.
 DG5236
 DG5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0813453464(NAD 83)
 DG5236
 DG5236_MARKER: DD = SURVEY DISK
 DG5236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5236_STAMPING: 4503 M 2003
 DG5236_MARK LOGO: MNDT  
 DG5236_PROJECTION: RECESSED 3 CENTIMETERS
 DG5236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5236+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DG5236_ROD/PIPE-DEPTH:  7.6 meters
 DG5236
 DG5236  HISTORY     - Date     Condition        Report By
 DG5236  HISTORY     - 2003     MONUMENTED       MNDT
 DG5236  HISTORY     - 20070627 GOOD             MNDT
 DG5236
 DG5236                          STATION DESCRIPTION
 DG5236
 DG5236'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5236'THE MARK IS 0.50 MILES (0.80 KM) NORTH OF HOLT, AT JUNCTION OF COUNTY
 DG5236'ROAD 7 AND TRUNK HIGHWAY 32 (0.50 MILES NORTH OF HOLT) , AT TRUNK
 DG5236'HIGHWAY 32 MILEPOINT 116.85, 83.8 FEET (25.5 M) WEST OF TRUNK HIGHWAY
 DG5236'32, 25.4 FEET (7.7 M) SOUTH OF COUNTY ROAD 7, 38.6 FEET (11.8 M) EAST
 DG5236'OF EAST RAIL, 2.2 FEET (0.7 M) NORTH OF WITNESS POST.  THE MARK, A
 DG5236'STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK
 DG5236'DISK SET ON TOP OF A 25 FOOT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT
 DG5236'(0.9 M) STABILIZER FIN IS, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR
 DG5236'GPS.
 DG5236
 DG5236                          STATION RECOVERY (2007)
 DG5236
 DG5236'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5236'0.50 MILES NORTH OF HOLT, AT JUNCTION OF COUNTY ROAD 7 AND TRUNK
 DG5236'HIGHWAY 32, 0.50 MILES NORTH OF HOLT, AT TRUNK HIGHWAY 32 MILEPOINT
 DG5236'116.85, 83.8 FEET WEST OF TRUNK HIGHWAY 32, 25.4 FEET SOUTH OF COUNTY
 DG5236'ROAD 7, 38.6 FEET EAST OF EAST RAIL, 2.2 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5237 ***********************************************************************
 DG5237  DESIGNATION -  4503 N
 DG5237  PID         -  DG5237
 DG5237  STATE/COUNTY-  MN/MARSHALL
 DG5237  COUNTRY     -  US
 DG5237  USGS QUAD   -  HOLT (1962)
 DG5237
 DG5237                         *CURRENT SURVEY CONTROL
 DG5237  ______________________________________________________________________
 DG5237* NAD 83(1986) POSITION- 48 18 53.1    (N) 096 11 36.3    (W)   HD_HELD2  
 DG5237* NAVD 88 ORTHO HEIGHT -   349.042  (meters)    1145.15  (feet) ADJUSTED  
 DG5237  ______________________________________________________________________
 DG5237  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DG5237  DYNAMIC HEIGHT  -        349.121 (meters)     1145.41  (feet) COMP
 DG5237  MODELED GRAVITY -    980,826.2   (mgal)                       NAVD 88
 DG5237
 DG5237  VERT ORDER      -  SECOND    CLASS I
 DG5237
 DG5237.The horizontal coordinates were established by autonomous hand held GPS
 DG5237.observations and have an estimated accuracy of +/- 10 meters.
 DG5237.
 DG5237.The orthometric height was determined by differential leveling and
 DG5237.adjusted in November 2008.
 DG5237
 DG5237.No vertical observational check was made to the station.
 DG5237
 DG5237.Photographs are available for this station.
 DG5237
 DG5237.The dynamic height is computed by dividing the NAVD 88
 DG5237.geopotential number by the normal gravity value computed on the
 DG5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5237.degrees latitude (g = 980.6199 gals.).
 DG5237
 DG5237.The modeled gravity was interpolated from observed gravity values.
 DG5237
 DG5237;                    North         East    Units  Estimated Accuracy
 DG5237;SPC MN N     -   306,346.      570,636.      MT  (+/- 10 meters HH2 GPS)
 DG5237
 DG5237                          SUPERSEDED SURVEY CONTROL
 DG5237
 DG5237  NAVD 88 (07/09/04)  349.009  (m)         1145.04   (f) SUPERSEDED  2 1
 DG5237
 DG5237.Superseded values are not recommended for survey control.
 DG5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5237.See file dsdata.txt to determine how the superseded data were derived.
 DG5237
 DG5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0807255091(NAD 83)
 DG5237
 DG5237_MARKER: DD = SURVEY DISK
 DG5237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5237_STAMPING: 4503 N 2003
 DG5237_MARK LOGO: MNDT  
 DG5237_PROJECTION: FLUSH
 DG5237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5237+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5237_ROD/PIPE-DEPTH:  7.6 meters
 DG5237
 DG5237  HISTORY     - Date     Condition        Report By
 DG5237  HISTORY     - 2003     MONUMENTED       MNDT
 DG5237
 DG5237                          STATION DESCRIPTION
 DG5237
 DG5237'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5237'THE MARK IS 1.0 MILES (1.6 KM) NORTH OF HOLT, 1.0 MILES (1.6 KM) NORTH
 DG5237'ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY
 DG5237'ROAD 7 (0.50 MILES NORTH OF HOLT) TO THUNK HIGHWAY 32 MILEPOINT
 DG5237'117.90, THENCE 0.05 MILES (0.08 KM) WEST ON GRAVEL ROAD, 17.9 FEET
 DG5237'(5.5 M) SOUTH OF GRAVEL ROAD, 13.4 FEET (4.1 M) EAST OF GRAVEL ROAD,
 DG5237'2.1 FEET (0.6 M) EAST OF WITNESS POST.  THE MARK, A STANDARD MINNESOTA
 DG5237'DEPARTMENT OF TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF
 DG5237'A 25 FOOT (7.6 M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER
 DG5237'FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5238 ***********************************************************************
 DG5238  DESIGNATION -  4503 P
 DG5238  PID         -  DG5238
 DG5238  STATE/COUNTY-  MN/MARSHALL
 DG5238  COUNTRY     -  US
 DG5238  USGS QUAD   -  HOLT (1962)
 DG5238
 DG5238                         *CURRENT SURVEY CONTROL
 DG5238  ______________________________________________________________________
 DG5238* NAD 83(2007) POSITION- 48 19 45.38982(N) 096 11 36.76246(W)   ADJUSTED  
 DG5238* NAD 83(2007) ELLIP HT-   322.024 (meters)        (07/11/08)   ADJUSTED
 DG5238* NAD 83(2007) EPOCH   -  2002.00
 DG5238* NAVD 88 ORTHO HEIGHT -   349.152  (meters)    1145.51  (feet) ADJUSTED  
 DG5238  ______________________________________________________________________
 DG5238  NAD 83(2007) X  -   -458,375.904 (meters)                     COMP
 DG5238  NAD 83(2007) Y  - -4,223,853.856 (meters)                     COMP
 DG5238  NAD 83(2007) Z  -  4,741,537.596 (meters)                     COMP
 DG5238  LAPLACE CORR    -          1.38  (seconds)                    DEFLEC09
 DG5238  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DG5238  DYNAMIC HEIGHT  -        349.232 (meters)     1145.77  (feet) COMP
 DG5238  MODELED GRAVITY -    980,829.7   (mgal)                       NAVD 88
 DG5238
 DG5238  HORZ ORDER      -  FIRST
 DG5238  VERT ORDER      -  SECOND    CLASS I
 DG5238  ELLP ORDER      -  FIRST     CLASS I
 DG5238
 DG5238.The horizontal coordinates were established by GPS observations
 DG5238.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DG5238
 DG5238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5238.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5238
 DG5238.The horizontal coordinates are valid at the epoch date displayed above
 DG5238.which is a decimal equivalence of Year/Month/Day.
 DG5238
 DG5238.The orthometric height was determined by differential leveling and
 DG5238.adjusted in November 2008.
 DG5238
 DG5238.No vertical observational check was made to the station.
 DG5238
 DG5238.Photographs are available for this station.
 DG5238
 DG5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5238
 DG5238.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5238
 DG5238.The ellipsoidal height was determined by GPS observations
 DG5238.and is referenced to NAD 83.
 DG5238
 DG5238.The dynamic height is computed by dividing the NAVD 88
 DG5238.geopotential number by the normal gravity value computed on the
 DG5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5238.degrees latitude (g = 980.6199 gals.).
 DG5238
 DG5238.The modeled gravity was interpolated from observed gravity values.
 DG5238
 DG5238. The following values were computed from the NAD 83(2007) position.
 DG5238
 DG5238;                    North         East     Units Scale Factor Converg.
 DG5238;SPC MN N     -   307,960.165   570,690.967   MT  0.99993997   -2 17 34.8
 DG5238;SPC MN N     - 1,010,365.97  1,872,341.95   sFT  0.99993997   -2 17 34.8
 DG5238;UTM  14      - 5,356,705.522   708,003.696   MT  1.00013162   +2 05 49.6
 DG5238
 DG5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5238!SPC MN N     -   0.99994953  x   0.99993997  =   0.99988951
 DG5238!UTM  14      -   0.99994953  x   1.00013162  =   1.00008115
 DG5238
 DG5238                          SUPERSEDED SURVEY CONTROL
 DG5238
 DG5238  NAVD 88 (07/11/08)  349.12   (m)         1145.4    (f) LEVELING    3  
 DG5238  NAVD 88 (07/09/04)  349.119  (m)         1145.40   (f) SUPERSEDED  2 1
 DG5238
 DG5238.Superseded values are not recommended for survey control.
 DG5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5238.See file dsdata.txt to determine how the superseded data were derived.
 DG5238
 DG5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0800356705(NAD 83)
 DG5238
 DG5238_MARKER: DD = SURVEY DISK
 DG5238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG5238_STAMPING: 4503 P 2003
 DG5238_MARK LOGO: MNDT  
 DG5238_PROJECTION: RECESSED 3 CENTIMETERS
 DG5238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5238+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DG5238_ROD/PIPE-DEPTH:  9.1 meters
 DG5238
 DG5238  HISTORY     - Date     Condition        Report By
 DG5238  HISTORY     - 2003     MONUMENTED       MNDT
 DG5238  HISTORY     - 20070627 GOOD             MNDT
 DG5238
 DG5238                          STATION DESCRIPTION
 DG5238
 DG5238'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5238'THE MARK IS 2.0 MILES (3.2 KM) NORTH OF HOLT, 2.0 MILES (3.2 KM) NORTH
 DG5238'ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY
 DG5238'ROAD 7 (0.50 MILES NORTH OF HOLT) TO TRUNK HIGHWAY 32 MILEPOINT
 DG5238'118.90, THENCE 0.05 MILES (0.08 KM) WEST ON GRAVEL ROAD, 35.0 FEET
 DG5238'(10.7 M) NORTH OF GRAVEL ROAD, 9.7 FEET (3.0 M) EAST OF TRAIL, ABOUT
 DG5238'200 FEET (61.0 M) WEST OF TRUNK HIGHWAY 32, 1.9 FEET (0.6 M) SOUTH OF
 DG5238'WITNESS POST.  THE MARK, A STANDARD MINNESOTA DEPARTMENT OF
 DG5238'TRANSPORTATION GEODETIC CONTROL MARK DISK SET ON TOP OF A 30 FOOT (9.1
 DG5238'M) DRIVEN ALUMINUM ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN IS, FLUSH,
 DG5238'MAGNETIC, AND SUITABLE FOR GPS.
 DG5238
 DG5238                          STATION RECOVERY (2007)
 DG5238
 DG5238'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 DG5238'2.0 MILES NORTH OF HOLT, 2.0 MILES NORTH ALONG TRUNK HIGHWAY 32 FROM
 DG5238'JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY ROAD 7, 0.50 MILES NORTH OF
 DG5238'HOLT, 0.05 MILES WEST ON GRAVEL ROAD, AT TRUNK HIGHWAY 32 MILEPOINT
 DG5238'118.90, 35.0 FEET NORTH OF GRAVEL ROAD, 9.7 FEET EAST OF TRAIL, 200
 DG5238'FEET WEST OF TRUNK HIGHWAY 32, 4.6 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5239 ***********************************************************************
 DG5239  DESIGNATION -  4503 Q
 DG5239  PID         -  DG5239
 DG5239  STATE/COUNTY-  MN/MARSHALL
 DG5239  COUNTRY     -  US
 DG5239  USGS QUAD   -  HOLT (1962)
 DG5239
 DG5239                         *CURRENT SURVEY CONTROL
 DG5239  ______________________________________________________________________
 DG5239* NAD 83(1986) POSITION- 48 20 36.7    (N) 096 11 31.1    (W)   HD_HELD2  
 DG5239* NAVD 88 ORTHO HEIGHT -   348.947  (meters)    1144.84  (feet) ADJUSTED  
 DG5239  ______________________________________________________________________
 DG5239  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DG5239  DYNAMIC HEIGHT  -        349.028 (meters)     1145.10  (feet) COMP
 DG5239  MODELED GRAVITY -    980,833.0   (mgal)                       NAVD 88
 DG5239
 DG5239  VERT ORDER      -  SECOND    CLASS I
 DG5239
 DG5239.The horizontal coordinates were established by autonomous hand held GPS
 DG5239.observations and have an estimated accuracy of +/- 10 meters.
 DG5239.
 DG5239.The orthometric height was determined by differential leveling and
 DG5239.adjusted in November 2008.
 DG5239
 DG5239.No vertical observational check was made to the station.
 DG5239
 DG5239.Photographs are available for this station.
 DG5239
 DG5239.The dynamic height is computed by dividing the NAVD 88
 DG5239.geopotential number by the normal gravity value computed on the
 DG5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5239.degrees latitude (g = 980.6199 gals.).
 DG5239
 DG5239.The modeled gravity was interpolated from observed gravity values.
 DG5239
 DG5239;                    North         East    Units  Estimated Accuracy
 DG5239;SPC MN N     -   309,539.      570,871.      MT  (+/- 10 meters HH2 GPS)
 DG5239
 DG5239                          SUPERSEDED SURVEY CONTROL
 DG5239
 DG5239  NAVD 88 (07/09/04)  348.915  (m)         1144.73   (f) SUPERSEDED  2 1
 DG5239
 DG5239.Superseded values are not recommended for survey control.
 DG5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5239.See file dsdata.txt to determine how the superseded data were derived.
 DG5239
 DG5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0806258293(NAD 83)
 DG5239
 DG5239_MARKER: DV = VERTICAL CONTROL DISK
 DG5239_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5239_SP_SET: BOX CULVERT
 DG5239_STAMPING: 4503 Q 2003
 DG5239_MARK LOGO: MNDT  
 DG5239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5239+STABILITY: SURFACE MOTION
 DG5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5239+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2003
 DG5239
 DG5239  HISTORY     - Date     Condition        Report By
 DG5239  HISTORY     - 1989     MONUMENTED       MNDT
 DG5239  HISTORY     - 20030623 GOOD             MNDT
 DG5239
 DG5239                          STATION DESCRIPTION
 DG5239
 DG5239'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5239'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.0 MILES (4.8
 DG5239'KM) NORTH OF HOLT, AT SOUTHEAST CORNER OF TRUNK HIGHWAY 32 BOX CULVERT
 DG5239'NUMBER 6085 OVER COUNTY DITCH NUMBER 32, 3.0 MILES (4.8 KM) NORTH
 DG5239'ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY
 DG5239'ROAD 7 (0.5 MILES NORTH OF HOLT) , AT TRUNK HIGHWAY 32 MILEPOINT
 DG5239'119.90, 40.6 FEET (12.4 M) EAST OF TRUNK HIGHWAY 32.  THE MARK, A
 DG5239'STANDARD MINNESOTA DEPARTMENT OF TRANSPORTATION VERTICAL CONTROL MARK
 DG5239'DISK SET IN CULVERT WHEN BUILT IN 1989 THEN STAMPED IN 2003, IS FLUSH,
 DG5239'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5240 ***********************************************************************
 DG5240  DESIGNATION -  4503 R
 DG5240  PID         -  DG5240
 DG5240  STATE/COUNTY-  MN/MARSHALL
 DG5240  COUNTRY     -  US
 DG5240  USGS QUAD   -  HOLT (1962)
 DG5240
 DG5240                         *CURRENT SURVEY CONTROL
 DG5240  ______________________________________________________________________
 DG5240* NAD 83(1986) POSITION- 48 21 28.1    (N) 096 11 01.3    (W)   HD_HELD2  
 DG5240* NAVD 88 ORTHO HEIGHT -   349.442  (meters)    1146.46  (feet) ADJUSTED  
 DG5240  ______________________________________________________________________
 DG5240  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DG5240  DYNAMIC HEIGHT  -        349.525 (meters)     1146.73  (feet) COMP
 DG5240  MODELED GRAVITY -    980,836.3   (mgal)                       NAVD 88
 DG5240
 DG5240  VERT ORDER      -  SECOND    CLASS I
 DG5240
 DG5240.The horizontal coordinates were established by autonomous hand held GPS
 DG5240.observations and have an estimated accuracy of +/- 10 meters.
 DG5240.
 DG5240.The orthometric height was determined by differential leveling and
 DG5240.adjusted in November 2008.
 DG5240
 DG5240.No vertical observational check was made to the station.
 DG5240
 DG5240.Photographs are available for this station.
 DG5240
 DG5240.The dynamic height is computed by dividing the NAVD 88
 DG5240.geopotential number by the normal gravity value computed on the
 DG5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5240.degrees latitude (g = 980.6199 gals.).
 DG5240
 DG5240.The modeled gravity was interpolated from observed gravity values.
 DG5240
 DG5240;                    North         East    Units  Estimated Accuracy
 DG5240;SPC MN N     -   311,101.      571,547.      MT  (+/- 10 meters HH2 GPS)
 DG5240
 DG5240                          SUPERSEDED SURVEY CONTROL
 DG5240
 DG5240  NAVD 88 (07/09/04)  349.410  (m)         1146.36   (f) SUPERSEDED  2 1
 DG5240
 DG5240.Superseded values are not recommended for survey control.
 DG5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5240.See file dsdata.txt to determine how the superseded data were derived.
 DG5240
 DG5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0861759903(NAD 83)
 DG5240
 DG5240_MARKER: DB = BENCH MARK DISK
 DG5240_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5240_SP_SET: BOX CULVERT
 DG5240_STAMPING: 4503 R 2003
 DG5240_MARK LOGO: MNDT  
 DG5240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5240+STABILITY: SURFACE MOTION
 DG5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5240+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5240
 DG5240  HISTORY     - Date     Condition        Report By
 DG5240  HISTORY     - 1955     MONUMENTED       MNDT
 DG5240  HISTORY     - 20030618 GOOD             MNDT
 DG5240
 DG5240                          STATION DESCRIPTION
 DG5240
 DG5240'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5240'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MILES (6.4
 DG5240'KM) NORTH OF HOLT, IN HEAD WALL BOXCULVERT AT MIDDLE HEADWALL BOX
 DG5240'CULVERT EAST END OF TRUNK HIGHWAY 32 BOX CULVERT OVER DITCH, 4.05
 DG5240'MILES (6.52 KM) NORTH ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK
 DG5240'HIGHWAY 32 AND COUNTY ROAD 7 (0.50 MILES NORTH OF HOLT) , AT TRUNK
 DG5240'HIGHWAY 32 MILEPOINT 120.90, 24.9 FEET (7.6 M) EAST OF TRUNK HIGHWAY
 DG5240'32. THE MARK, A STANDARD STATE OF MINNESOTA DEPARTMENT OF HIGHWAYS
 DG5240'BENCH MARK DISK SET IN BRIDGE WHEN BUILT, (DATE BRIDGE BUILT IS AN
 DG5240'ESTIMATE ACCORDING TO SIMILAR CULVERTS IN THE AREA) THEN STAMPED IN
 DG5240'2003.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5241 ***********************************************************************
 DG5241  DESIGNATION -  4504 B
 DG5241  PID         -  DG5241
 DG5241  STATE/COUNTY-  MN/MARSHALL
 DG5241  COUNTRY     -  US
 DG5241  USGS QUAD   -  HOLT (1962)
 DG5241
 DG5241                         *CURRENT SURVEY CONTROL
 DG5241  ______________________________________________________________________
 DG5241* NAD 83(1986) POSITION- 48 22 08.0    (N) 096 10 33.8    (W)   HD_HELD2  
 DG5241* NAVD 88 ORTHO HEIGHT -   348.132  (meters)    1142.16  (feet) ADJUSTED  
 DG5241  ______________________________________________________________________
 DG5241  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DG5241  DYNAMIC HEIGHT  -        348.215 (meters)     1142.44  (feet) COMP
 DG5241  MODELED GRAVITY -    980,838.5   (mgal)                       NAVD 88
 DG5241
 DG5241  VERT ORDER      -  SECOND    CLASS I
 DG5241
 DG5241.The horizontal coordinates were established by autonomous hand held GPS
 DG5241.observations and have an estimated accuracy of +/- 10 meters.
 DG5241.
 DG5241.The orthometric height was determined by differential leveling and
 DG5241.adjusted in November 2008.
 DG5241
 DG5241.No vertical observational check was made to the station.
 DG5241
 DG5241.Photographs are available for this station.
 DG5241
 DG5241.The dynamic height is computed by dividing the NAVD 88
 DG5241.geopotential number by the normal gravity value computed on the
 DG5241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5241.degrees latitude (g = 980.6199 gals.).
 DG5241
 DG5241.The modeled gravity was interpolated from observed gravity values.
 DG5241
 DG5241;                    North         East    Units  Estimated Accuracy
 DG5241;SPC MN N     -   312,310.      572,162.      MT  (+/- 10 meters HH2 GPS)
 DG5241
 DG5241                          SUPERSEDED SURVEY CONTROL
 DG5241
 DG5241  NAVD 88 (07/09/04)  348.099  (m)         1142.05   (f) SUPERSEDED  2 1
 DG5241
 DG5241.Superseded values are not recommended for survey control.
 DG5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5241.See file dsdata.txt to determine how the superseded data were derived.
 DG5241
 DG5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0913761155(NAD 83)
 DG5241
 DG5241_MARKER: DB = BENCH MARK DISK
 DG5241_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG5241_SP_SET: BOX CULVERT
 DG5241_STAMPING: 4504 B 2003
 DG5241_MARK LOGO: MNHD  
 DG5241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5241+STABILITY: SURFACE MOTION
 DG5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5241+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 DG5241
 DG5241  HISTORY     - Date     Condition        Report By
 DG5241  HISTORY     - 1955     MONUMENTED       MNHD
 DG5241  HISTORY     - 20030618 GOOD             MNDT
 DG5241
 DG5241                          STATION DESCRIPTION
 DG5241
 DG5241'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5241'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.0 MILES (8.0
 DG5241'KM) NORTH OF HOLT, IN HEADWALL BOX CULVERT AT SOUTHEAST CORNER OF
 DG5241'TRUNK HIGHWAY 32 BOX CULVERT OVER DITCH, 4.80 MILES (7.72 KM) NORTH
 DG5241'ALONG TRUNK HIGHWAY 32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND COUNTY
 DG5241'ROAD 7 (0.50 MIL ES NORTH OF HOLT) , AT TRUNK HIGHWAY 32 MILEPOINT
 DG5241'121.75, 26.8 FEET (8.2 M) EAST-SOUTHEAST OF TRUNK HIGHWAY 32, 57 FEET
 DG5241'(17.4 M) SOUTH OF COUNTY ROAD 46.  THE MARK, A STATE OF MINNESOTA
 DG5241'DEPARTMENT OF HIGHWAYS BENCH MARK DISK SET IN BRIDGE WHEN BUILT IN
 DG5241'1955 (DATE BRIDGE WAS BUILT IS AN ESTIMATE ACCORDING TO SIMILAR
 DG5241'CULVERTS IN THE AREA) THEN STAMPED IN 2003.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6154 ***********************************************************************
 DK6154  DESIGNATION -  4504 C
 DK6154  PID         -  DK6154
 DK6154  STATE/COUNTY-  MN/MARSHALL
 DK6154  COUNTRY     -  US
 DK6154  USGS QUAD   -  MIDDLE RIVER (1962)
 DK6154
 DK6154                         *CURRENT SURVEY CONTROL
 DK6154  ______________________________________________________________________
 DK6154* NAD 83(2007) POSITION- 48 26 32.40893(N) 096 10 01.79070(W)   ADJUSTED  
 DK6154* NAD 83(2007) ELLIP HT-   324.824 (meters)        (07/11/08)   ADJUSTED
 DK6154* NAD 83(2007) EPOCH   -  2002.00
 DK6154* NAVD 88 ORTHO HEIGHT -   352.0    (meters)    1155.    (feet) GPS OBS   
 DK6154  ______________________________________________________________________
 DK6154  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6154  GEOID HEIGHT    -        -27.19  (meters)                     GEOID03
 DK6154  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 DK6154  NAD 83(2007) X  -   -455,421.422 (meters)                     COMP
 DK6154  NAD 83(2007) Y  - -4,214,720.893 (meters)                     COMP
 DK6154  NAD 83(2007) Z  -  4,749,889.402 (meters)                     COMP
 DK6154  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC09
 DK6154  HORZ ORDER      -  FIRST
 DK6154  ELLP ORDER      -  FIRST     CLASS I
 DK6154
 DK6154.The horizontal coordinates were established by GPS observations
 DK6154.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6154
 DK6154.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6154.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6154
 DK6154.The horizontal coordinates are valid at the epoch date displayed above
 DK6154.which is a decimal equivalence of Year/Month/Day.
 DK6154
 DK6154.The orthometric height was determined by GPS observations and a
 DK6154.high-resolution geoid model.
 DK6154
 DK6154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6154
 DK6154.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6154
 DK6154.The ellipsoidal height was determined by GPS observations
 DK6154.and is referenced to NAD 83.
 DK6154
 DK6154. The following values were computed from the NAD 83(2007) position.
 DK6154
 DK6154;                    North         East     Units Scale Factor Converg.
 DK6154;SPC MN N     -   320,443.826   573,144.125   MT  0.99995897   -2 16 24.4
 DK6154;SPC MN N     - 1,051,322.79  1,880,390.35   sFT  0.99995897   -2 16 24.4
 DK6154;UTM  14      - 5,369,342.741   709,493.922   MT  1.00013925   +2 07 14.0
 DK6154
 DK6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6154!SPC MN N     -   0.99994910  x   0.99995897  =   0.99990807
 DK6154!UTM  14      -   0.99994910  x   1.00013925  =   1.00008834
 DK6154
 DK6154                          SUPERSEDED SURVEY CONTROL
 DK6154
 DK6154.No superseded survey control is available for this station.
 DK6154
 DK6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0949369342(NAD 83)
 DK6154
 DK6154_MARKER: DD = SURVEY DISK
 DK6154_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6154_STAMPING: 4504 C 2007
 DK6154_MARK LOGO: MNDT  
 DK6154_PROJECTION: RECESSED 5 CENTIMETERS
 DK6154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6154+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK6154_ROD/PIPE-DEPTH: 12.2 meters
 DK6154
 DK6154  HISTORY     - Date     Condition        Report By
 DK6154  HISTORY     - 2007     MONUMENTED       MNDT
 DK6154
 DK6154                          STATION DESCRIPTION
 DK6154
 DK6154'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK6154'0.5 MILES NORTH OF MIDDLE RIVER, 0.55 MILES NORTH ALONG TRUNK HIGHWAY
 DK6154'32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND HILL AVENUE IN MIDDLE RIVER,
 DK6154'AT TRUNK HIGHWAY 32 MILEPOINT 126.95, 175.0 FEET WEST OF TRUNK HIGHWAY
 DK6154'32, 63.4 FEET NORTH OF COUNTY ROAD 6, 57.4 FEET WEST OF WEST RAIL,
 DK6154'20.0 FEET EAST OF 140TH AVENUE NORTHEAST, 2.9 FEET EAST OF WITNESS
 DK6154'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6155 ***********************************************************************
 DK6155  DESIGNATION -  4504 D
 DK6155  PID         -  DK6155
 DK6155  STATE/COUNTY-  MN/MARSHALL
 DK6155  COUNTRY     -  US
 DK6155  USGS QUAD   -  MIDDLE RIVER (1962)
 DK6155
 DK6155                         *CURRENT SURVEY CONTROL
 DK6155  ______________________________________________________________________
 DK6155* NAD 83(2007) POSITION- 48 29 10.09766(N) 096 10 02.71312(W)   ADJUSTED  
 DK6155* NAD 83(2007) ELLIP HT-   326.280 (meters)        (07/11/08)   ADJUSTED
 DK6155* NAD 83(2007) EPOCH   -  2002.00
 DK6155* NAVD 88 ORTHO HEIGHT -   353.5    (meters)    1160.    (feet) GPS OBS   
 DK6155  ______________________________________________________________________
 DK6155  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6155  GEOID HEIGHT    -        -27.25  (meters)                     GEOID03
 DK6155  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 DK6155  NAD 83(2007) X  -   -455,048.650 (meters)                     COMP
 DK6155  NAD 83(2007) Y  - -4,211,094.734 (meters)                     COMP
 DK6155  NAD 83(2007) Z  -  4,753,120.424 (meters)                     COMP
 DK6155  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC09
 DK6155  HORZ ORDER      -  FIRST
 DK6155  ELLP ORDER      -  FIRST     CLASS I
 DK6155
 DK6155.The horizontal coordinates were established by GPS observations
 DK6155.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6155
 DK6155.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6155.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6155
 DK6155.The horizontal coordinates are valid at the epoch date displayed above
 DK6155.which is a decimal equivalence of Year/Month/Day.
 DK6155
 DK6155.The orthometric height was determined by GPS observations and a
 DK6155.high-resolution geoid model.
 DK6155
 DK6155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6155
 DK6155.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6155
 DK6155.The ellipsoidal height was determined by GPS observations
 DK6155.and is referenced to NAD 83.
 DK6155
 DK6155. The following values were computed from the NAD 83(2007) position.
 DK6155
 DK6155;                    North         East     Units Scale Factor Converg.
 DK6155;SPC MN N     -   325,311.365   573,318.410   MT  0.99996739   -2 16 25.1
 DK6155;SPC MN N     - 1,067,292.37  1,880,962.15   sFT  0.99996739   -2 16 25.1
 DK6155;UTM  14      - 5,374,210.179   709,294.676   MT  1.00013822   +2 07 18.4
 DK6155
 DK6155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6155!SPC MN N     -   0.99994887  x   0.99996739  =   0.99991626
 DK6155!UTM  14      -   0.99994887  x   1.00013822  =   1.00008708
 DK6155
 DK6155                          SUPERSEDED SURVEY CONTROL
 DK6155
 DK6155.No superseded survey control is available for this station.
 DK6155
 DK6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0929474210(NAD 83)
 DK6155
 DK6155_MARKER: DD = SURVEY DISK
 DK6155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6155_STAMPING: 4504 D 2007
 DK6155_MARK LOGO: MNDT  
 DK6155_PROJECTION: FLUSH
 DK6155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6155+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK6155_ROD/PIPE-DEPTH: 10.7 meters
 DK6155
 DK6155  HISTORY     - Date     Condition        Report By
 DK6155  HISTORY     - 2007     MONUMENTED       MNDT
 DK6155
 DK6155                          STATION DESCRIPTION
 DK6155
 DK6155'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK6155'3.6 MILES NORTH OF MIDDLE RIVER, 3.65 MILES NORTH ALONG TRUNK HIGHWAY
 DK6155'32 FROM JUNCTION OF TRUNK HIGHWAY 32 AND HILL AVENUE IN MIDDLE RIVER,
 DK6155'AT TRUNK HIGHWAY 32 MILEPOINT 129.95, 61.2 FEET EAST OF TRUNK HIGHWAY
 DK6155'32, 42.2 FEET NORTHWEST OF TELEPHONE PEDESTAL NUMBER A, 13.9 FEET
 DK6155'NORTH OF ENTRANCE, 2.5 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6156 ***********************************************************************
 DK6156  DESIGNATION -  4504 E
 DK6156  PID         -  DK6156
 DK6156  STATE/COUNTY-  MN/MARSHALL
 DK6156  COUNTRY     -  US
 DK6156  USGS QUAD   -  STRATHCONA (1962)
 DK6156
 DK6156                         *CURRENT SURVEY CONTROL
 DK6156  ______________________________________________________________________
 DK6156* NAD 83(2007) POSITION- 48 31 48.02425(N) 096 10 10.76342(W)   ADJUSTED  
 DK6156* NAD 83(2007) ELLIP HT-   318.509 (meters)        (07/11/08)   ADJUSTED
 DK6156* NAD 83(2007) EPOCH   -  2002.00
 DK6156* NAVD 88 ORTHO HEIGHT -   345.8    (meters)    1135.    (feet) GPS OBS   
 DK6156  ______________________________________________________________________
 DK6156  NAD 83(2007) X  -   -454,819.725 (meters)                     COMP
 DK6156  NAD 83(2007) Y  - -4,207,438.832 (meters)                     COMP
 DK6156  NAD 83(2007) Z  -  4,756,346.635 (meters)                     COMP
 DK6156  LAPLACE CORR    -          0.68  (seconds)                    DEFLEC09
 DK6156  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DK6156  HORZ ORDER      -  FIRST
 DK6156  ELLP ORDER      -  FIRST     CLASS I
 DK6156
 DK6156.The horizontal coordinates were established by GPS observations
 DK6156.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6156
 DK6156.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6156.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6156
 DK6156.The horizontal coordinates are valid at the epoch date displayed above
 DK6156.which is a decimal equivalence of Year/Month/Day.
 DK6156
 DK6156.The orthometric height was determined by GPS observations and a
 DK6156.high-resolution geoid model.
 DK6156
 DK6156.Photographs are available for this station.
 DK6156
 DK6156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6156
 DK6156.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6156
 DK6156.The ellipsoidal height was determined by GPS observations
 DK6156.and is referenced to NAD 83.
 DK6156
 DK6156. The following values were computed from the NAD 83(2007) position.
 DK6156
 DK6156;                    North         East     Units Scale Factor Converg.
 DK6156;SPC MN N     -   330,192.127   573,346.906   MT  0.99997641   -2 16 31.0
 DK6156;SPC MN N     - 1,083,305.34  1,881,055.64   sFT  0.99997641   -2 16 31.0
 DK6156;UTM  14      - 5,379,079.571   708,948.911   MT  1.00013644   +2 07 17.6
 DK6156
 DK6156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6156!SPC MN N     -   0.99995009  x   0.99997641  =   0.99992650
 DK6156!UTM  14      -   0.99995009  x   1.00013644  =   1.00008652
 DK6156
 DK6156                          SUPERSEDED SURVEY CONTROL
 DK6156
 DK6156  NAVD 88 (07/11/08)  345.8    (m)  GEOID03 model used   GPS OBS        
 DK6156
 DK6156.Superseded values are not recommended for survey control.
 DK6156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6156.See file dsdata.txt to determine how the superseded data were derived.
 DK6156
 DK6156_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0894879079(NAD 83)
 DK6156
 DK6156_MARKER: DD = SURVEY DISK
 DK6156_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6156_STAMPING: 4504 E 2007
 DK6156_MARK LOGO: MNDT  
 DK6156_PROJECTION: FLUSH
 DK6156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6156+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 DK6156_ROD/PIPE-DEPTH:  7.6 meters
 DK6156
 DK6156  HISTORY     - Date     Condition        Report By
 DK6156  HISTORY     - 2007     MONUMENTED       MNDT
 DK6156  HISTORY     - 20070731 GOOD             MNDT
 DK6156
 DK6156                          STATION DESCRIPTION
 DK6156
 DK6156'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK6156'6.6 MILES NORTH OF MIDDLE RIVER, 6.65 MILES NORTH ALONG TRUNK HIGHWAY
 DK6156'32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND HILL AVENUE IN MIDDLE
 DK6156'RIVER, AT TRUNK HIGHWAY 32 MILEPOINT 133.05, 184.0 FEET WEST OF TRUNK
 DK6156'HIGHWAY 32, 81.9 FEET WEST OF WEST RAIL, 56.4 FEET NORTH OF COUNTY
 DK6156'ROAD 27, 24.3 FEET EAST OF 140TH AVENUE NORTHEAST, 2.0 FEET EAST OF
 DK6156'WITNESS POST.
 DK6156
 DK6156                          STATION RECOVERY (2007)
 DK6156
 DK6156'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DK6156'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6156'THE MARK IS 6.6 MILES NORTH OF MIDDLE RIVER, 6.65 MILES NORTH ALONG
 DK6156'TRUNK HIGHWAY 32 FROM THE JUNCTION OF TRUNK HIGHWAY 32 AND HILL AVENUE
 DK6156'IN MIDDLE RIVER, AT TRUNK HIGHWAY 32 MILEPOINT 133.05, 184.0 FEET WEST
 DK6156'OF TRUNK HIGHWAY 32, 81.9 FEET WEST OF WEST RAIL, 56.4 FEET NORTH OF
 DK6156'COUNTY ROAD 27, 24.3 FEET EAST OF 140TH AVENUE NORTHEAST, 2.0 FEET
 DK6156'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6157 ***********************************************************************
 DK6157  DESIGNATION -  4505 A
 DK6157  PID         -  DK6157
 DK6157  STATE/COUNTY-  MN/MARSHALL
 DK6157  COUNTRY     -  US
 DK6157  USGS QUAD   -  NEWFOLDEN (1982)
 DK6157
 DK6157                         *CURRENT SURVEY CONTROL
 DK6157  ______________________________________________________________________
 DK6157* NAD 83(2007) POSITION- 48 19 53.68148(N) 096 18 37.98518(W)   ADJUSTED  
 DK6157* NAD 83(2007) ELLIP HT-   309.289 (meters)        (07/11/08)   ADJUSTED
 DK6157* NAD 83(2007) EPOCH   -  2002.00
 DK6157* NAVD 88 ORTHO HEIGHT -   336.4    (meters)    1104.    (feet) GPS OBS   
 DK6157  ______________________________________________________________________
 DK6157  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6157  GEOID HEIGHT    -        -27.16  (meters)                     GEOID03
 DK6157  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DK6157  NAD 83(2007) X  -   -466,978.706 (meters)                     COMP
 DK6157  NAD 83(2007) Y  - -4,222,710.399 (meters)                     COMP
 DK6157  NAD 83(2007) Z  -  4,741,698.364 (meters)                     COMP
 DK6157  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC09
 DK6157  HORZ ORDER      -  FIRST
 DK6157  ELLP ORDER      -  FIRST     CLASS I
 DK6157
 DK6157.The horizontal coordinates were established by GPS observations
 DK6157.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6157
 DK6157.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6157.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6157
 DK6157.The horizontal coordinates are valid at the epoch date displayed above
 DK6157.which is a decimal equivalence of Year/Month/Day.
 DK6157
 DK6157.The orthometric height was determined by GPS observations and a
 DK6157.high-resolution geoid model.
 DK6157
 DK6157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6157
 DK6157.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6157
 DK6157.The ellipsoidal height was determined by GPS observations
 DK6157.and is referenced to NAD 83.
 DK6157
 DK6157. The following values were computed from the NAD 83(2007) position.
 DK6157
 DK6157;                    North         East     Units Scale Factor Converg.
 DK6157;SPC MN N     -   308,569.702   562,033.405   MT  0.99994032   -2 22 47.0
 DK6157;SPC MN N     - 1,012,365.76  1,843,937.93   sFT  0.99994032   -2 22 47.0
 DK6157;UTM  14      - 5,356,650.604   699,323.404   MT  1.00008817   +2 00 34.9
 DK6157
 DK6157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6157!SPC MN N     -   0.99995153  x   0.99994032  =   0.99989185
 DK6157!UTM  14      -   0.99995153  x   1.00008817  =   1.00003969
 DK6157
 DK6157                          SUPERSEDED SURVEY CONTROL
 DK6157
 DK6157.No superseded survey control is available for this station.
 DK6157
 DK6157_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU9932356650(NAD 83)
 DK6157
 DK6157_MARKER: DB = BENCH MARK DISK
 DK6157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6157_STAMPING: 4505 A 1960
 DK6157_MARK LOGO: MNHD  
 DK6157_PROJECTION: PROJECTING 15 CENTIMETERS
 DK6157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6157+STABILITY: SURFACE MOTION
 DK6157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6157+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DK6157
 DK6157  HISTORY     - Date     Condition        Report By
 DK6157  HISTORY     - 1960     MONUMENTED       MNHD
 DK6157  HISTORY     - 20070627 GOOD             MNDT
 DK6157
 DK6157                          STATION DESCRIPTION
 DK6157
 DK6157'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6157'1.9 MILES SOUTHEAST OF NEWFOLDEN ALONG TRUNK HIGHWAY 59 FROM THE
 DK6157'JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 28 IN NEWFOLDEN, TO TRUNK
 DK6157'HIGHWAY 59 MILE POINT 375.3, 75 FEET SOUTHWEST OF TRUNK HIGHWAY 59, AT
 DK6157'TRUNK HIGHWAY 59 STATION 3453+40, 43.0 FEET SOUTHEAST OF FIELD
 DK6157'ENTRANCE, 7.2 FEET SOUTHWEST OF POWER POLE, 0.8 FEET NORTHWEST OF
 DK6157'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6158 ***********************************************************************
 DK6158  DESIGNATION -  4505 C
 DK6158  PID         -  DK6158
 DK6158  STATE/COUNTY-  MN/MARSHALL
 DK6158  COUNTRY     -  US
 DK6158  USGS QUAD   -  NEWFOLDEN (1982)
 DK6158
 DK6158                         *CURRENT SURVEY CONTROL
 DK6158  ______________________________________________________________________
 DK6158* NAD 83(2007) POSITION- 48 17 05.15831(N) 096 16 45.48478(W)   ADJUSTED  
 DK6158* NAD 83(2007) ELLIP HT-   317.336 (meters)        (07/11/08)   ADJUSTED
 DK6158* NAD 83(2007) EPOCH   -  2002.00
 DK6158* NAVD 88 ORTHO HEIGHT -   344.5    (meters)    1130.    (feet) GPS OBS   
 DK6158  ______________________________________________________________________
 DK6158  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6158  GEOID HEIGHT    -        -27.21  (meters)                     GEOID03
 DK6158  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DK6158  NAD 83(2007) X  -   -465,101.243 (meters)                     COMP
 DK6158  NAD 83(2007) Y  - -4,226,833.645 (meters)                     COMP
 DK6158  NAD 83(2007) Z  -  4,738,242.020 (meters)                     COMP
 DK6158  LAPLACE CORR    -          1.07  (seconds)                    DEFLEC09
 DK6158  HORZ ORDER      -  FIRST
 DK6158  ELLP ORDER      -  FIRST     CLASS I
 DK6158
 DK6158.The horizontal coordinates were established by GPS observations
 DK6158.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6158
 DK6158.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6158.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6158
 DK6158.The horizontal coordinates are valid at the epoch date displayed above
 DK6158.which is a decimal equivalence of Year/Month/Day.
 DK6158
 DK6158.The orthometric height was determined by GPS observations and a
 DK6158.high-resolution geoid model.
 DK6158
 DK6158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6158
 DK6158.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6158
 DK6158.The ellipsoidal height was determined by GPS observations
 DK6158.and is referenced to NAD 83.
 DK6158
 DK6158. The following values were computed from the NAD 83(2007) position.
 DK6158
 DK6158;                    North         East     Units Scale Factor Converg.
 DK6158;SPC MN N     -   303,273.375   564,134.336   MT  0.99993357   -2 21 23.6
 DK6158;SPC MN N     -   994,989.40  1,850,830.73   sFT  0.99993357   -2 21 23.6
 DK6158;UTM  14      - 5,351,529.773   701,823.863   MT  1.00010050   +2 01 53.7
 DK6158
 DK6158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6158!SPC MN N     -   0.99995027  x   0.99993357  =   0.99988384
 DK6158!UTM  14      -   0.99995027  x   1.00010050  =   1.00005076
 DK6158
 DK6158                          SUPERSEDED SURVEY CONTROL
 DK6158
 DK6158.No superseded survey control is available for this station.
 DK6158
 DK6158_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0182351529(NAD 83)
 DK6158
 DK6158_MARKER: DB = BENCH MARK DISK
 DK6158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6158_STAMPING: 4505 C 1960
 DK6158_MARK LOGO: MNHD  
 DK6158_PROJECTION: PROJECTING 30 CENTIMETERS
 DK6158_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK6158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6158+STABILITY: SURFACE MOTION
 DK6158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6158+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2007
 DK6158
 DK6158  HISTORY     - Date     Condition        Report By
 DK6158  HISTORY     - 1960     MONUMENTED       MNHD
 DK6158  HISTORY     - 20070627 GOOD             MNDT
 DK6158
 DK6158                          STATION DESCRIPTION
 DK6158
 DK6158'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6158'5.4 MILES SOUTHEAST OF NEWFOLDEN, 5.45 MILES SOUTHEAST ALONG TRUNK
 DK6158'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 28 IN
 DK6158'NEWFOLDEN, TO TRUNK HIGHWAY 59 MILE POINT 371.75, 62.0 FEET SOUTH OF
 DK6158'280TH STREET NW (TOWNSHIP ROAD), 74.5 FEET WEST-SOUTHWEST OF TRUNK
 DK6158'HIGHWAY 59, AT TRUNK HIGHWAY 59 STATION 3640+30, 0.8 FEET EAST OF
 DK6158'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6159 ***********************************************************************
 DK6159  DESIGNATION -  4505 E
 DK6159  PID         -  DK6159
 DK6159  STATE/COUNTY-  MN/MARSHALL
 DK6159  COUNTRY     -  US
 DK6159  USGS QUAD   -  THIEF RIVER FALLS NW (1976)
 DK6159
 DK6159                         *CURRENT SURVEY CONTROL
 DK6159  ______________________________________________________________________
 DK6159* NAD 83(2007) POSITION- 48 12 12.92828(N) 096 13 28.68076(W)   ADJUSTED  
 DK6159* NAD 83(2007) ELLIP HT-   326.069 (meters)        (07/11/08)   ADJUSTED
 DK6159* NAD 83(2007) EPOCH   -  2002.00
 DK6159* NAVD 88 ORTHO HEIGHT -   353.3    (meters)    1159.    (feet) GPS OBS   
 DK6159  ______________________________________________________________________
 DK6159  NAD 83(2007) X  -   -461,798.830 (meters)                     COMP
 DK6159  NAD 83(2007) Y  - -4,233,975.408 (meters)                     COMP
 DK6159  NAD 83(2007) Z  -  4,732,237.126 (meters)                     COMP
 DK6159  LAPLACE CORR    -          1.77  (seconds)                    DEFLEC09
 DK6159  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DK6159  HORZ ORDER      -  FIRST
 DK6159  ELLP ORDER      -  FIRST     CLASS I
 DK6159
 DK6159.The horizontal coordinates were established by GPS observations
 DK6159.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6159
 DK6159.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6159.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6159
 DK6159.The horizontal coordinates are valid at the epoch date displayed above
 DK6159.which is a decimal equivalence of Year/Month/Day.
 DK6159
 DK6159.The orthometric height was determined by GPS observations and a
 DK6159.high-resolution geoid model.
 DK6159
 DK6159.Photographs are available for this station.
 DK6159
 DK6159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6159
 DK6159.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6159
 DK6159.The ellipsoidal height was determined by GPS observations
 DK6159.and is referenced to NAD 83.
 DK6159
 DK6159. The following values were computed from the NAD 83(2007) position.
 DK6159
 DK6159;                    North         East     Units Scale Factor Converg.
 DK6159;SPC MN N     -   294,089.758   567,823.056   MT  0.99992345   -2 18 57.7
 DK6159;SPC MN N     -   964,859.48  1,862,932.81   sFT  0.99992345   -2 18 57.7
 DK6159;UTM  14      - 5,342,653.599   706,205.059   MT  1.00012248   +2 04 11.3
 DK6159
 DK6159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6159!SPC MN N     -   0.99994890  x   0.99992345  =   0.99987235
 DK6159!UTM  14      -   0.99994890  x   1.00012248  =   1.00007137
 DK6159
 DK6159                          SUPERSEDED SURVEY CONTROL
 DK6159
 DK6159  NAVD 88 (07/11/08)  353.3    (m)  GEOID03 model used   GPS OBS        
 DK6159
 DK6159.Superseded values are not recommended for survey control.
 DK6159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6159.See file dsdata.txt to determine how the superseded data were derived.
 DK6159
 DK6159_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU0620542653(NAD 83)
 DK6159
 DK6159_MARKER: DB = BENCH MARK DISK
 DK6159_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6159_STAMPING: 4505 E 1960
 DK6159_MARK LOGO: MNHD  
 DK6159_PROJECTION: PROJECTING 25 CENTIMETERS
 DK6159_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DK6159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6159+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2009
 DK6159
 DK6159  HISTORY     - Date     Condition        Report By
 DK6159  HISTORY     - 1960     MONUMENTED       MNHD
 DK6159  HISTORY     - 20070627 GOOD             MNDT
 DK6159  HISTORY     - 20090114 GOOD             MNDT
 DK6159
 DK6159                          STATION DESCRIPTION
 DK6159
 DK6159'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6159'11.6 MILES SOUTHEAST OF NEWFOLDEN, 0.5 MILE SOUTHEAST OF COUNTY ROAD
 DK6159'2, TO TRUNK HIGHWAY 59 MILE POINT 365.6, 72.4 FEET EAST-NORTHEAST OF
 DK6159'TRUNK HIGHWAY 59 MILEPOINT 365.6, AT TRUNK HIGHWAY 59 STATION
 DK6159'3965+00,62.7 FEET SOUTHEAST OF GUYED POWER POLE, 26 FEET
 DK6159'WEST-SOUTHWEST OF WEST RAIL OF RAILROAD, 0.7 FOOT WEST-SOUTHWEST OF
 DK6159'WITNESS POST.
 DK6159
 DK6159                          STATION RECOVERY (2009)
 DK6159
 DK6159'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PJG)
 DK6159'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DK6159'THE MARK IS 11.6 MILES SOUTHEAST OF NEWFOLDEN, 11.6 MILES SOUTHEAST ON
 DK6159'TRUNK HIGHWAY 59 FROM JUNCTION TRUNK HIGHWAY 59 AND COUNTY ROAD 28 IN
 DK6159'NEWFOLDEN, 0.5 MILE SOUTHEAST OF COUNTY ROAD 2, 72.4 FEET
 DK6159'EAST-NORTHEAST OF TRUNK HIGHWAY 59 AT MILEPOINT 365.6, STATION
 DK6159'3965+00, 62.7 FEET SOUTHEAST OF GUYED POWER POLE, 26.0 FEET
 DK6159'WEST-SOUTHWEST OF WEST RAIL OF RAILROAD, 0.7 FOOT WEST-SOUTHWEST OF
 DK6159'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6160 ***********************************************************************
 DK6160  DESIGNATION -  4506 B
 DK6160  PID         -  DK6160
 DK6160  STATE/COUNTY-  MN/MARSHALL
 DK6160  COUNTRY     -  US
 DK6160  USGS QUAD   -  STRANDQUIST (1982)
 DK6160
 DK6160                         *CURRENT SURVEY CONTROL
 DK6160  ______________________________________________________________________
 DK6160* NAD 83(2007) POSITION- 48 29 08.62246(N) 096 26 29.68799(W)   ADJUSTED  
 DK6160* NAD 83(2007) ELLIP HT-   297.512 (meters)        (07/11/08)   ADJUSTED
 DK6160* NAD 83(2007) EPOCH   -  2002.00
 DK6160* NAVD 88 ORTHO HEIGHT -   324.9    (meters)    1066.    (feet) GPS OBS   
 DK6160  ______________________________________________________________________
 DK6160  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6160  GEOID HEIGHT    -        -27.37  (meters)                     GEOID03
 DK6160  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 DK6160  NAD 83(2007) X  -   -475,195.095 (meters)                     COMP
 DK6160  NAD 83(2007) Y  - -4,208,884.091 (meters)                     COMP
 DK6160  NAD 83(2007) Z  -  4,753,068.679 (meters)                     COMP
 DK6160  LAPLACE CORR    -          2.03  (seconds)                    DEFLEC09
 DK6160  HORZ ORDER      -  FIRST
 DK6160  ELLP ORDER      -  FIRST     CLASS I
 DK6160
 DK6160.The horizontal coordinates were established by GPS observations
 DK6160.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6160
 DK6160.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6160.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6160
 DK6160.The horizontal coordinates are valid at the epoch date displayed above
 DK6160.which is a decimal equivalence of Year/Month/Day.
 DK6160
 DK6160.The orthometric height was determined by GPS observations and a
 DK6160.high-resolution geoid model.
 DK6160
 DK6160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6160
 DK6160.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6160
 DK6160.The ellipsoidal height was determined by GPS observations
 DK6160.and is referenced to NAD 83.
 DK6160
 DK6160. The following values were computed from the NAD 83(2007) position.
 DK6160
 DK6160;                    North         East     Units Scale Factor Converg.
 DK6160;SPC MN N     -   326,105.728   553,068.213   MT  0.99996731   -2 28 36.6
 DK6160;SPC MN N     - 1,069,898.54  1,814,524.63   sFT  0.99996731   -2 28 36.6
 DK6160;UTM  14      - 5,373,450.558   689,040.703   MT  1.00003908   +1 54 58.6
 DK6160
 DK6160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6160!SPC MN N     -   0.99995338  x   0.99996731  =   0.99992069
 DK6160!UTM  14      -   0.99995338  x   1.00003908  =   0.99999245
 DK6160
 DK6160                          SUPERSEDED SURVEY CONTROL
 DK6160
 DK6160.No superseded survey control is available for this station.
 DK6160
 DK6160_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU8904073450(NAD 83)
 DK6160
 DK6160_MARKER: DB = BENCH MARK DISK
 DK6160_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK6160_STAMPING: 4506 B 1960
 DK6160_MARK LOGO: MNHD  
 DK6160_PROJECTION: FLUSH
 DK6160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK6160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6160+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 DK6160
 DK6160  HISTORY     - Date     Condition        Report By
 DK6160  HISTORY     - 1960     MONUMENTED       MNHD
 DK6160  HISTORY     - 20070620 GOOD             MNDT
 DK6160
 DK6160                          STATION DESCRIPTION
 DK6160
 DK6160'DESCRIBED BY MN DEPT OF TRANSP 2007 (WAS)
 DK6160'105 FEET EAST OF TRUNK HIGHWAY 59, AT TRUNK HIGHWAY 59 STATION
 DK6160'2803+75, 70.0 FEET NORTH OF COUNTY ROAD 29, 22.7 FEET NORTH-NORTHWEST
 DK6160'OF UNDERGROUND POWER MARKER POST, 1.2 FEET WEST OF WITNESS POST, 0.3
 DK6160'MILE SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 59 AND LINCOLN STREET
 DK6160'IN STRANDQUIST, AT TRUNK HIGHWAY 59 MILEPOINT 387.55.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK6161 ***********************************************************************
 DK6161  DESIGNATION -  4506 H 1
 DK6161  PID         -  DK6161
 DK6161  STATE/COUNTY-  MN/MARSHALL
 DK6161  COUNTRY     -  US
 DK6161  USGS QUAD   -  NEWFOLDEN (1982)
 DK6161
 DK6161                         *CURRENT SURVEY CONTROL
 DK6161  ______________________________________________________________________
 DK6161* NAD 83(2007) POSITION- 48 22 15.37063(N) 096 20 16.87244(W)   ADJUSTED  
 DK6161* NAD 83(2007) ELLIP HT-   306.828 (meters)        (07/11/08)   ADJUSTED
 DK6161* NAD 83(2007) EPOCH   -  2002.00
 DK6161* NAVD 88 ORTHO HEIGHT -   333.9    (meters)    1095.    (feet) GPS OBS   
 DK6161  ______________________________________________________________________
 DK6161  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK6161  GEOID HEIGHT    -        -27.15  (meters)                     GEOID03
 DK6161  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DK6161  NAD 83(2007) X  -   -468,641.883 (meters)                     COMP
 DK6161  NAD 83(2007) Y  - -4,219,233.970 (meters)                     COMP
 DK6161  NAD 83(2007) Z  -  4,744,605.128 (meters)                     COMP
 DK6161  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC09
 DK6161  HORZ ORDER      -  FIRST
 DK6161  ELLP ORDER      -  FIRST     CLASS I
 DK6161
 DK6161.The horizontal coordinates were established by GPS observations
 DK6161.and adjusted by the MN DEPT OF TRANSP in July 2008.
 DK6161
 DK6161.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK6161.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK6161
 DK6161.The horizontal coordinates are valid at the epoch date displayed above
 DK6161.which is a decimal equivalence of Year/Month/Day.
 DK6161
 DK6161.The orthometric height was determined by GPS observations and a
 DK6161.high-resolution geoid model.
 DK6161
 DK6161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK6161
 DK6161.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK6161
 DK6161.The ellipsoidal height was determined by GPS observations
 DK6161.and is referenced to NAD 83.
 DK6161
 DK6161. The following values were computed from the NAD 83(2007) position.
 DK6161
 DK6161;                    North         East     Units Scale Factor Converg.
 DK6161;SPC MN N     -   313,027.047   560,181.872   MT  0.99994651   -2 24 00.3
 DK6161;SPC MN N     - 1,026,989.57  1,837,863.36   sFT  0.99994651   -2 24 00.3
 DK6161;UTM  14      - 5,360,953.750   697,135.817   MT  1.00007751   +1 59 25.3
 DK6161
 DK6161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK6161!SPC MN N     -   0.99995191  x   0.99994651  =   0.99989843
 DK6161!UTM  14      -   0.99995191  x   1.00007751  =   1.00002942
 DK6161
 DK6161                          SUPERSEDED SURVEY CONTROL
 DK6161
 DK6161.No superseded survey control is available for this station.
 DK6161
 DK6161_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU9713560953(NAD 83)
 DK6161
 DK6161_MARKER: DD = SURVEY DISK
 DK6161_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK6161_STAMPING: 4506 H 1 2007
 DK6161_MARK LOGO: MNDT  
 DK6161_PROJECTION: FLUSH
 DK6161_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6161+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DK6161_ROD/PIPE-DEPTH: 10.4 meters
 DK6161
 DK6161  HISTORY     - Date     Condition        Report By
 DK6161  HISTORY     - 2007     MONUMENTED       MNDT
 DK6161
 DK6161                          STATION DESCRIPTION
 DK6161
 DK6161'DESCRIBED BY MN DEPT OF TRANSP 2007
 DK6161'1.1 MILES NORTHWEST OF NEWFOLDEN, 1.1 MILES NORTH-NORTHWEST ALONG
 DK6161'TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 28
 DK6161'IN NEWFOLDEN, AT TRUNK HIGHWAY 59 MILEPOINT 378.3, 96.5 FEET SOUTHWEST
 DK6161'OF TRUNK HIGHWAY 59, 19.5 FEET NORTH-NORTHWEST OF ENTRANCE, 3.6 FEET
 DK6161'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8606 ***********************************************************************
 AJ8606  DESIGNATION -  4508 A
 AJ8606  PID         -  AJ8606
 AJ8606  STATE/COUNTY-  MN/MARSHALL
 AJ8606  COUNTRY     -  US
 AJ8606  USGS QUAD   -  WANNASKA SW (1984)
 AJ8606
 AJ8606                         *CURRENT SURVEY CONTROL
 AJ8606  ______________________________________________________________________
 AJ8606* NAD 83(2007) POSITION- 48 32 22.38497(N) 095 43 56.63062(W)   ADJUSTED  
 AJ8606* NAD 83(2007) ELLIP HT-   331.765 (meters)        (02/10/07)   ADJUSTED
 AJ8606* NAD 83(2007) EPOCH   -  2002.00
 AJ8606* NAVD 88 ORTHO HEIGHT -   359.236  (meters)    1178.59  (feet) ADJUSTED  
 AJ8606  ______________________________________________________________________
 AJ8606  NAD 83(2007) X  -   -422,618.687 (meters)                     COMP
 AJ8606  NAD 83(2007) Y  - -4,210,004.607 (meters)                     COMP
 AJ8606  NAD 83(2007) Z  -  4,757,059.408 (meters)                     COMP
 AJ8606  LAPLACE CORR    -         -3.36  (seconds)                    DEFLEC09
 AJ8606  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 AJ8606  DYNAMIC HEIGHT  -        359.326 (meters)     1178.89  (feet) COMP
 AJ8606  MODELED GRAVITY -    980,851.1   (mgal)                       NAVD 88
 AJ8606
 AJ8606  VERT ORDER      -  SECOND    CLASS I
 AJ8606
 AJ8606  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8606  Type                                         Horiz  Ellip  Dist(km)
 AJ8606  -------------------------------------------------------------------
 AJ8606  NETWORK                                       0.59   0.53
 AJ8606  -------------------------------------------------------------------
 AJ8606  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.29      1.78
 AJ8606  -------------------------------------------------------------------
 AJ8606  NOTE: Click here for information on individual local accuracy
 AJ8606  values and other accuracy information.
 AJ8606
 AJ8606
 AJ8606.The horizontal coordinates were established by GPS observations
 AJ8606.and adjusted by the National Geodetic Survey in February 2007.
 AJ8606
 AJ8606.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8606.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8606
 AJ8606.The horizontal coordinates are valid at the epoch date displayed above
 AJ8606.which is a decimal equivalence of Year/Month/Day.
 AJ8606
 AJ8606.The orthometric height was determined by differential leveling and
 AJ8606.adjusted in April 2004.
 AJ8606
 AJ8606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8606
 AJ8606.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8606
 AJ8606.The ellipsoidal height was determined by GPS observations
 AJ8606.and is referenced to NAD 83.
 AJ8606
 AJ8606.The dynamic height is computed by dividing the NAVD 88
 AJ8606.geopotential number by the normal gravity value computed on the
 AJ8606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8606.degrees latitude (g = 980.6199 gals.).
 AJ8606
 AJ8606.The modeled gravity was interpolated from observed gravity values.
 AJ8606
 AJ8606. The following values were computed from the NAD 83(2007) position.
 AJ8606
 AJ8606;                    North         East     Units Scale Factor Converg.
 AJ8606;SPC MN N     -   330,062.025   605,655.263   MT  0.99997845   -1 57 04.3
 AJ8606;SPC MN N     - 1,082,878.49  1,987,053.98   sFT  0.99997845   -1 57 04.3
 AJ8606;UTM  15      - 5,379,877.172   298,319.173   MT  1.00009976   -2 02 54.2
 AJ8606
 AJ8606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8606!SPC MN N     -   0.99994801  x   0.99997845  =   0.99992646
 AJ8606!UTM  15      -   0.99994801  x   1.00009976  =   1.00004776
 AJ8606
 AJ8606                          SUPERSEDED SURVEY CONTROL
 AJ8606
 AJ8606  NAD 83(1996)-  48 32 22.38496(N)    095 43 56.63073(W) AD(       ) 1
 AJ8606  ELLIP H (03/29/02)  331.757  (m)                       GP(       ) 4 1
 AJ8606  NAVD 88 (03/29/02)  359.24   (m)         1178.6    (f) LEVELING    3  
 AJ8606
 AJ8606.Superseded values are not recommended for survey control.
 AJ8606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8606.See file dsdata.txt to determine how the superseded data were derived.
 AJ8606
 AJ8606_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9831979877(NAD 83)
 AJ8606
 AJ8606_MARKER: DB = BENCH MARK DISK
 AJ8606_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8606_STAMPING: 4508 A 1958
 AJ8606_MARK LOGO: MNDT  
 AJ8606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8606+STABILITY: SURFACE MOTION
 AJ8606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8606+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AJ8606
 AJ8606  HISTORY     - Date     Condition        Report By
 AJ8606  HISTORY     - 1958     MONUMENTED       MNDT
 AJ8606  HISTORY     - 19980107 GOOD             MNDT
 AJ8606
 AJ8606                          STATION DESCRIPTION
 AJ8606
 AJ8606'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8606'THE MARK IS LOCATED ABOUT 8.40 MI (13.52 KM) SOUTH ALONG TH 89 FROM
 AJ8606'JCT TH 89 AND ROSEAU RIVER IN WANNASKA, AT TH 89 MP 103.35, 258 FT
 AJ8606'(78.6 M) SOUTH AND 75 FT (22.9 M) WEST OF TH 89 AT NORTH CO LINE, 1.0
 AJ8606'FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7860 ***********************************************************************
 DE7860  DESIGNATION -  4508 B
 DE7860  PID         -  DE7860
 DE7860  STATE/COUNTY-  MN/MARSHALL
 DE7860  COUNTRY     -  US
 DE7860  USGS QUAD   -  WANNASKA SW (1984)
 DE7860
 DE7860                         *CURRENT SURVEY CONTROL
 DE7860  ______________________________________________________________________
 DE7860* NAD 83(1986) POSITION- 48 31 31.2    (N) 095 43 53.5    (W)   HD_HELD2  
 DE7860* NAVD 88 ORTHO HEIGHT -   364.145  (meters)    1194.70  (feet) ADJUSTED  
 DE7860  ______________________________________________________________________
 DE7860  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DE7860  DYNAMIC HEIGHT  -        364.238 (meters)     1195.00  (feet) COMP
 DE7860  MODELED GRAVITY -    980,852.9   (mgal)                       NAVD 88
 DE7860
 DE7860  VERT ORDER      -  SECOND    CLASS I
 DE7860
 DE7860.The horizontal coordinates were established by autonomous hand held GPS
 DE7860.observations and have an estimated accuracy of +/- 10 meters.
 DE7860.
 DE7860.The orthometric height was determined by differential leveling and
 DE7860.adjusted in April 2004.
 DE7860
 DE7860.The dynamic height is computed by dividing the NAVD 88
 DE7860.geopotential number by the normal gravity value computed on the
 DE7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7860.degrees latitude (g = 980.6199 gals.).
 DE7860
 DE7860.The modeled gravity was interpolated from observed gravity values.
 DE7860
 DE7860;                    North         East    Units  Estimated Accuracy
 DE7860;SPC MN N     -   328,480.      605,666.      MT  (+/- 10 meters HH2 GPS)
 DE7860
 DE7860                          SUPERSEDED SURVEY CONTROL
 DE7860
 DE7860.No superseded survey control is available for this station.
 DE7860
 DE7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9832678294(NAD 83)
 DE7860
 DE7860_MARKER: DB = BENCH MARK DISK
 DE7860_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7860_SP_SET: BRIDGE WINGWALL
 DE7860_STAMPING: 4508 B 1958
 DE7860_MARK LOGO: MNDT  
 DE7860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7860+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 DE7860
 DE7860  HISTORY     - Date     Condition        Report By
 DE7860  HISTORY     - 1958     MONUMENTED       MNDT
 DE7860  HISTORY     - 19980328 GOOD             MNDT
 DE7860
 DE7860                          STATION DESCRIPTION
 DE7860
 DE7860'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7860'THE MARK IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH OF WANNASKA, 115 FT
 DE7860'(35.1 M) SOUTH AND 19 FT (5.8 M) EAST OF TH 89 AT T-RD EAST (CO RD
 DE7860'134), IN SE COR OF TH 89 BRDG 9236.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7861 ***********************************************************************
 DE7861  DESIGNATION -  4508 E
 DE7861  PID         -  DE7861
 DE7861  STATE/COUNTY-  MN/MARSHALL
 DE7861  COUNTRY     -  US
 DE7861  USGS QUAD   -  RANDEEN RIDGE (1973)
 DE7861
 DE7861                         *CURRENT SURVEY CONTROL
 DE7861  ______________________________________________________________________
 DE7861* NAD 83(1986) POSITION- 48 27 23.7    (N) 095 43 51.3    (W)   HD_HELD2  
 DE7861* NAVD 88 ORTHO HEIGHT -   358.279  (meters)    1175.45  (feet) ADJUSTED  
 DE7861  ______________________________________________________________________
 DE7861  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 DE7861  DYNAMIC HEIGHT  -        358.370 (meters)     1175.75  (feet) COMP
 DE7861  MODELED GRAVITY -    980,853.5   (mgal)                       NAVD 88
 DE7861
 DE7861  VERT ORDER      -  SECOND    CLASS I
 DE7861
 DE7861.The horizontal coordinates were established by autonomous hand held GPS
 DE7861.observations and have an estimated accuracy of +/- 10 meters.
 DE7861.
 DE7861.The orthometric height was determined by differential leveling and
 DE7861.adjusted in April 2004.
 DE7861
 DE7861.The dynamic height is computed by dividing the NAVD 88
 DE7861.geopotential number by the normal gravity value computed on the
 DE7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7861.degrees latitude (g = 980.6199 gals.).
 DE7861
 DE7861.The modeled gravity was interpolated from observed gravity values.
 DE7861
 DE7861;                    North         East    Units  Estimated Accuracy
 DE7861;SPC MN N     -   320,838.      605,451.      MT  (+/- 10 meters HH2 GPS)
 DE7861
 DE7861                          SUPERSEDED SURVEY CONTROL
 DE7861
 DE7861.No superseded survey control is available for this station.
 DE7861
 DE7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9809970652(NAD 83)
 DE7861
 DE7861_MARKER: DB = BENCH MARK DISK
 DE7861_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7861_SP_SET: BRIDGE WINGWALL
 DE7861_STAMPING: 4508 E 1958
 DE7861_MARK LOGO: MNDT  
 DE7861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7861+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1998
 DE7861
 DE7861  HISTORY     - Date     Condition        Report By
 DE7861  HISTORY     - 1958     MONUMENTED       MNDT
 DE7861  HISTORY     - 19980318 GOOD             MNDT
 DE7861
 DE7861                          STATION DESCRIPTION
 DE7861
 DE7861'DESCRIBED BY MN DEPT OF TRANSP 1998 (DAS)
 DE7861'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST ON CO RD 6 FROM GATZKE
 DE7861'THEN 2.25 MI (3.62 KM) NORTH ON TH 89, 1228 FT (374.3 M) NORTH OF
 DE7861'TRAIL CROSSROADS, 20 FT (6.1 M) EAST OF TH 89, 40 FT (12.2 M) SOUTH OF
 DE7861'CENTER OF TH 89 BRDG 9245 OVER MOOSE RIVER, IN SE WINGWALL OF BRDG, AT
 DE7861'TH 89 MP 97.60.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8607 ***********************************************************************
 AJ8607  DESIGNATION -  4508 G
 AJ8607  PID         -  AJ8607
 AJ8607  STATE/COUNTY-  MN/MARSHALL
 AJ8607  COUNTRY     -  US
 AJ8607  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8607
 AJ8607                         *CURRENT SURVEY CONTROL
 AJ8607  ______________________________________________________________________
 AJ8607* NAD 83(2007) POSITION- 48 23 44.30960(N) 095 43 55.08115(W)   ADJUSTED  
 AJ8607* NAD 83(2007) ELLIP HT-   332.131 (meters)        (02/10/07)   ADJUSTED
 AJ8607* NAD 83(2007) EPOCH   -  2002.00
 AJ8607* NAVD 88 ORTHO HEIGHT -   359.368  (meters)    1179.03  (feet) ADJUSTED  
 AJ8607  ______________________________________________________________________
 AJ8607  NAD 83(2007) X  -   -423,783.579 (meters)                     COMP
 AJ8607  NAD 83(2007) Y  - -4,221,928.050 (meters)                     COMP
 AJ8607  NAD 83(2007) Z  -  4,746,448.654 (meters)                     COMP
 AJ8607  LAPLACE CORR    -         -3.71  (seconds)                    DEFLEC09
 AJ8607  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AJ8607  DYNAMIC HEIGHT  -        359.456 (meters)     1179.32  (feet) COMP
 AJ8607  MODELED GRAVITY -    980,845.2   (mgal)                       NAVD 88
 AJ8607
 AJ8607  VERT ORDER      -  SECOND    CLASS I
 AJ8607
 AJ8607  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8607  Type                                         Horiz  Ellip  Dist(km)
 AJ8607  -------------------------------------------------------------------
 AJ8607  NETWORK                                       0.72   0.63
 AJ8607  -------------------------------------------------------------------
 AJ8607  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.57      1.63
 AJ8607  -------------------------------------------------------------------
 AJ8607  NOTE: Click here for information on individual local accuracy
 AJ8607  values and other accuracy information.
 AJ8607
 AJ8607
 AJ8607.The horizontal coordinates were established by GPS observations
 AJ8607.and adjusted by the National Geodetic Survey in February 2007.
 AJ8607
 AJ8607.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8607.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8607
 AJ8607.The horizontal coordinates are valid at the epoch date displayed above
 AJ8607.which is a decimal equivalence of Year/Month/Day.
 AJ8607
 AJ8607.The orthometric height was determined by differential leveling and
 AJ8607.adjusted in April 2004.
 AJ8607
 AJ8607.Photographs are available for this station.
 AJ8607
 AJ8607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8607
 AJ8607.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8607
 AJ8607.The ellipsoidal height was determined by GPS observations
 AJ8607.and is referenced to NAD 83.
 AJ8607
 AJ8607.The dynamic height is computed by dividing the NAVD 88
 AJ8607.geopotential number by the normal gravity value computed on the
 AJ8607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8607.degrees latitude (g = 980.6199 gals.).
 AJ8607
 AJ8607.The modeled gravity was interpolated from observed gravity values.
 AJ8607
 AJ8607. The following values were computed from the NAD 83(2007) position.
 AJ8607
 AJ8607;                    North         East     Units Scale Factor Converg.
 AJ8607;SPC MN N     -   314,068.106   605,142.276   MT  0.99995065   -1 57 03.1
 AJ8607;SPC MN N     - 1,030,405.11  1,985,370.95   sFT  0.99995065   -1 57 03.1
 AJ8607;UTM  15      - 5,363,881.932   297,779.616   MT  1.00010246   -2 02 36.6
 AJ8607
 AJ8607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8607!SPC MN N     -   0.99994795  x   0.99995065  =   0.99989860
 AJ8607!UTM  15      -   0.99994795  x   1.00010246  =   1.00005040
 AJ8607
 AJ8607:                Primary Azimuth Mark                     Grid Az
 AJ8607:SPC MN N     -  4508 W                                   008 34 24.3
 AJ8607:UTM  15      -  4508 W                                   008 39 57.8
 AJ8607
 AJ8607|---------------------------------------------------------------------|
 AJ8607| PID    Reference Object                     Distance      Geod. Az  |
 AJ8607|                                                           dddmmss.s |
 AJ8607| AJ8612 4508 W                              APPROX. 1.6 KM 0063721.2 |
 AJ8607| AJ8613 4508 X                              APPROX. 1.6 KM 1832836.0 |
 AJ8607|---------------------------------------------------------------------|
 AJ8607
 AJ8607                          SUPERSEDED SURVEY CONTROL
 AJ8607
 AJ8607  NAD 83(1996)-  48 23 44.30973(N)    095 43 55.08124(W) AD(       ) 1
 AJ8607  ELLIP H (03/29/02)  332.122  (m)                       GP(       ) 4 1
 AJ8607  NAVD 88 (07/11/08)  359.4    (m)  GEOID03 model used   GPS OBS        
 AJ8607  NAVD 88 (03/29/02)  359.37   (m)         1179.0    (f) LEVELING    3  
 AJ8607
 AJ8607.Superseded values are not recommended for survey control.
 AJ8607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8607.See file dsdata.txt to determine how the superseded data were derived.
 AJ8607
 AJ8607_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9777963881(NAD 83)
 AJ8607
 AJ8607_MARKER: DB = BENCH MARK DISK
 AJ8607_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AJ8607_STAMPING: 4508 G 1958
 AJ8607_MARK LOGO: MNHD  
 AJ8607_PROJECTION: PROJECTING 10 CENTIMETERS
 AJ8607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8607+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 AJ8607
 AJ8607  HISTORY     - Date     Condition        Report By
 AJ8607  HISTORY     - 1958     MONUMENTED       MNHD
 AJ8607  HISTORY     - 19980401 GOOD             MNDT
 AJ8607  HISTORY     - 20070710 GOOD             MNDT
 AJ8607
 AJ8607                          STATION DESCRIPTION
 AJ8607
 AJ8607'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8607'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH ALONG TH 89 FROM JCT
 AJ8607'TH 89 AND TH 219 (6 MI WEST OF GRYGLA ), 2.5 MI (4.0 KM) EAST ON CO RD
 AJ8607'6 FROM GATZKE THEN 2.0 MI (3.2 KM) SOUTH ON TH 89, AT TH 89 MP 93.60,
 AJ8607'90 FT (27.4 M) WEST OF TH 89, AT TH 89 STA 527+00, 111 FT (33.8 M)
 AJ8607'NORTH OF TWP RD EAST, 2.2 MI (3.5 KM) WEST OF WIT POST.
 AJ8607
 AJ8607                          STATION RECOVERY (2007)
 AJ8607
 AJ8607'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 AJ8607'6.7 MILES NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION TRUNK HIGHWAY 89
 AJ8607'AND TRUNK HIGHWAY 219(6 MILES WEST OF GRYGLA), 2.5 MILES EAST ON
 AJ8607'COUNTY ROAD 6 FROM GATZKE THEN 2.0 MILES SOUTH ON TRUNK HIGHWAY 89, AT
 AJ8607'TRUNK HIGHWAY 89 MILEPOINT 93.60, 90 FEET WEST OF TRUNK HIGHWAY 89, AT
 AJ8607'TRUNK HIGHWAY 89 STATION 527+00, 111 FEET NORTH OF TOWNSHIP ROAD EAST,
 AJ8607'2.2 MILES WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7880 ***********************************************************************
 DE7880  DESIGNATION -  4508 J=19 B
 DE7880  PID         -  DE7880
 DE7880  STATE/COUNTY-  MN/MARSHALL
 DE7880  COUNTRY     -  US
 DE7880  USGS QUAD   -  GRYGLA SW (1973)
 DE7880
 DE7880                         *CURRENT SURVEY CONTROL
 DE7880  ______________________________________________________________________
 DE7880* NAD 83(1986) POSITION- 48 19 30.9    (N) 095 44 35.5    (W)   HD_HELD2  
 DE7880* NAVD 88 ORTHO HEIGHT -   355.214  (meters)    1165.40  (feet) ADJUSTED  
 DE7880  ______________________________________________________________________
 DE7880  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 DE7880  DYNAMIC HEIGHT  -        355.294 (meters)     1165.66  (feet) COMP
 DE7880  MODELED GRAVITY -    980,827.5   (mgal)                       NAVD 88
 DE7880
 DE7880  VERT ORDER      -  SECOND    CLASS I
 DE7880
 DE7880.The horizontal coordinates were established by autonomous hand held GPS
 DE7880.observations and have an estimated accuracy of +/- 10 meters.
 DE7880.
 DE7880.The orthometric height was determined by differential leveling and
 DE7880.adjusted in April 2004.
 DE7880
 DE7880.The dynamic height is computed by dividing the NAVD 88
 DE7880.geopotential number by the normal gravity value computed on the
 DE7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7880.degrees latitude (g = 980.6199 gals.).
 DE7880
 DE7880.The modeled gravity was interpolated from observed gravity values.
 DE7880
 DE7880;                    North         East    Units  Estimated Accuracy
 DE7880;SPC MN N     -   306,274.      604,044.      MT  (+/- 10 meters HH2 GPS)
 DE7880
 DE7880                          SUPERSEDED SURVEY CONTROL
 DE7880
 DE7880.No superseded survey control is available for this station.
 DE7880
 DE7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9666856088(NAD 83)
 DE7880
 DE7880_MARKER: DB = BENCH MARK DISK
 DE7880_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7880_SP_SET: BRIDGE WINGWALL
 DE7880_STAMPING: 4508 J 19 B
 DE7880_MARK LOGO: MNDT  
 DE7880_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7880+SATELLITE: SATELLITE OBSERVATIONS - January 13, 1998
 DE7880
 DE7880  HISTORY     - Date     Condition        Report By
 DE7880  HISTORY     - 1958     MONUMENTED       MNDT
 DE7880  HISTORY     - 19980113 GOOD             MNDT
 DE7880
 DE7880                          STATION DESCRIPTION
 DE7880
 DE7880'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7880'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WNW OF GRYGLA, 1.5 MI (2.4
 DE7880'KM) NORTH ON TH 89 FROM JCT OF TH 89 AND TH 2 19, IN SE WINGWALL OF TH
 DE7880'89 BRDG 9348 OVER MUD RIVER, 19 FT (5.8 M) EAST OF TH 89, AT TH 89 MP
 DE7880'88.35
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6153 ***********************************************************************
 DG6153  DESIGNATION -  4508 L
 DG6153  PID         -  DG6153
 DG6153  STATE/COUNTY-  MN/MARSHALL
 DG6153  COUNTRY     -  US
 DG6153  USGS QUAD   -  GRYGLA SW (1973)
 DG6153
 DG6153                         *CURRENT SURVEY CONTROL
 DG6153  ______________________________________________________________________
 DG6153* NAD 83(1986) POSITION- 48 18 11.8    (N) 095 43 57.0    (W)   HD_HELD2  
 DG6153* NAVD 88 ORTHO HEIGHT -   354.474  (meters)    1162.97  (feet) ADJUSTED  
 DG6153  ______________________________________________________________________
 DG6153  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 DG6153  DYNAMIC HEIGHT  -        354.552 (meters)     1163.23  (feet) COMP
 DG6153  MODELED GRAVITY -    980,821.5   (mgal)                       NAVD 88
 DG6153
 DG6153  VERT ORDER      -  SECOND    CLASS I
 DG6153
 DG6153.The horizontal coordinates were established by autonomous hand held GPS
 DG6153.observations and have an estimated accuracy of +/- 10 meters.
 DG6153.
 DG6153.The orthometric height was determined by differential leveling and
 DG6153.adjusted in February 2005.
 DG6153
 DG6153.The dynamic height is computed by dividing the NAVD 88
 DG6153.geopotential number by the normal gravity value computed on the
 DG6153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6153.degrees latitude (g = 980.6199 gals.).
 DG6153
 DG6153.The modeled gravity was interpolated from observed gravity values.
 DG6153
 DG6153;                    North         East    Units  Estimated Accuracy
 DG6153;SPC MN N     -   303,805.      604,753.      MT  (+/- 10 meters HH2 GPS)
 DG6153
 DG6153                          SUPERSEDED SURVEY CONTROL
 DG6153
 DG6153.No superseded survey control is available for this station.
 DG6153
 DG6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9737453618(NAD 83)
 DG6153
 DG6153_MARKER: DV = VERTICAL CONTROL DISK
 DG6153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6153_STAMPING: 4508 L 1980
 DG6153_MARK LOGO: MNDT  
 DG6153_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6153+STABILITY: SURFACE MOTION
 DG6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6153+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 DG6153
 DG6153  HISTORY     - Date     Condition        Report By
 DG6153  HISTORY     - 1980     MONUMENTED       MNDT
 DG6153  HISTORY     - 20030626 GOOD             MNDT
 DG6153
 DG6153                          STATION DESCRIPTION
 DG6153
 DG6153'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6153'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 5.5 MI
 DG6153'(8.9 KM) WEST OF GRYGLA, 5.5 MI (8.9 KM) WEST ALONG TH 89 FROM JCT OF
 DG6153'TH 89 AND CO RD 54 IN GRYGLA, 0.55 MI (0.89 KM) EAST ON TH 89 FROM JCT
 DG6153'OF TH 89 AND TH 219, 95 FT (29.0 M) SOUTH OF TH 89, AT TH 89 STA
 DG6153'236+54, AT TH 89 MP 86.35, 24.9 FT (7.6 M) SW OF P-POLE NO 309, 3.0 FT
 DG6153'(0.9 M) EAST OF FENCE LINE, 0.4 FT (12.2 CM) WEST OF WIT POST. THE
 DG6153'MARK, A STANDARD MNDT BENCHMARK DISK SWEAT ON A 8 FT (2.4 M) COPPER
 DG6153'CLAD ROD WITH A TEE ON BASE AND SET IN CONCRETE IS RECESSED 3 INCHES,
 DG6153'MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6152 ***********************************************************************
 DG6152  DESIGNATION -  4508 M
 DG6152  PID         -  DG6152
 DG6152  STATE/COUNTY-  MN/MARSHALL
 DG6152  COUNTRY     -  US
 DG6152  USGS QUAD   -  GRYGLA SW (1973)
 DG6152
 DG6152                         *CURRENT SURVEY CONTROL
 DG6152  ______________________________________________________________________
 DG6152* NAD 83(1986) POSITION- 48 18 16.4    (N) 095 43 12.7    (W)   HD_HELD2  
 DG6152* NAVD 88 ORTHO HEIGHT -   355.192  (meters)    1165.33  (feet) ADJUSTED  
 DG6152  ______________________________________________________________________
 DG6152  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DG6152  DYNAMIC HEIGHT  -        355.271 (meters)     1165.58  (feet) COMP
 DG6152  MODELED GRAVITY -    980,821.1   (mgal)                       NAVD 88
 DG6152
 DG6152  VERT ORDER      -  SECOND    CLASS I
 DG6152
 DG6152.The horizontal coordinates were established by autonomous hand held GPS
 DG6152.observations and have an estimated accuracy of +/- 10 meters.
 DG6152.
 DG6152.The orthometric height was determined by differential leveling and
 DG6152.adjusted in February 2005.
 DG6152
 DG6152.The dynamic height is computed by dividing the NAVD 88
 DG6152.geopotential number by the normal gravity value computed on the
 DG6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6152.degrees latitude (g = 980.6199 gals.).
 DG6152
 DG6152.The modeled gravity was interpolated from observed gravity values.
 DG6152
 DG6152;                    North         East    Units  Estimated Accuracy
 DG6152;SPC MN N     -   303,916.      605,670.      MT  (+/- 10 meters HH2 GPS)
 DG6152
 DG6152                          SUPERSEDED SURVEY CONTROL
 DG6152
 DG6152.No superseded survey control is available for this station.
 DG6152
 DG6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9829153727(NAD 83)
 DG6152
 DG6152_MARKER: DV = VERTICAL CONTROL DISK
 DG6152_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6152_STAMPING: 4508 M 1980
 DG6152_MARK LOGO: MNDT  
 DG6152_PROJECTION: RECESSED 3 CENTIMETERS
 DG6152_MAGNETIC: I = MARKER IS A STEEL ROD
 DG6152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6152+STABILITY: SURFACE MOTION
 DG6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6152+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 DG6152_ROD/PIPE-DEPTH:  2.4 meters
 DG6152
 DG6152  HISTORY     - Date     Condition        Report By
 DG6152  HISTORY     - 1980     MONUMENTED       MNDT
 DG6152  HISTORY     - 20030626 GOOD             MNDT
 DG6152
 DG6152                          STATION DESCRIPTION
 DG6152
 DG6152'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6152'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 4.9 MI
 DG6152'(7.9 KM) WEST OF GRYGLA, 4.9 MI (7.9 KM) WEST ALONG TH 89 FROM JCT OF
 DG6152'TH 89 AND CO RD 54 IN GRYGLA, 374 FT (114.0 M) NORTH OF TH 89, AT TH
 DG6152'89 STA 266+40, AT TH 89 MP 85.81, 40 FT (12.2 M) WEST OF FARM ENT
 DG6152'NORTH, 1.0 FT (0.3 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT
 DG6152'BENCHMARK DISK SWEAT ON A 8 FT (2.4 M) COPPER CLAD ROD WITH A TEE AT
 DG6152'BASE AND SET IN CONCRETE IS RECESSED 1 INCH, MAGNETIC, AND NOT
 DG6152'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6150 ***********************************************************************
 DG6150  DESIGNATION -  4508 P
 DG6150  PID         -  DG6150
 DG6150  STATE/COUNTY-  MN/MARSHALL
 DG6150  COUNTRY     -  US
 DG6150  USGS QUAD   -  GRYGLA SW (1973)
 DG6150
 DG6150                         *CURRENT SURVEY CONTROL
 DG6150  ______________________________________________________________________
 DG6150* NAD 83(1986) POSITION- 48 18 13.60   (N) 095 40 09.10   (W)   HD_HELD1  
 DG6150* NAVD 88 ORTHO HEIGHT -   356.259  (meters)    1168.83  (feet) ADJUSTED  
 DG6150  ______________________________________________________________________
 DG6150  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DG6150  DYNAMIC HEIGHT  -        356.337 (meters)     1169.08  (feet) COMP
 DG6150  MODELED GRAVITY -    980,819.1   (mgal)                       NAVD 88
 DG6150
 DG6150  VERT ORDER      -  SECOND    CLASS I
 DG6150
 DG6150.The horizontal coordinates were established by differentially corrected
 DG6150.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DG6150.
 DG6150.The orthometric height was determined by differential leveling and
 DG6150.adjusted in February 2005.
 DG6150
 DG6150.Photographs are available for this station.
 DG6150
 DG6150.The dynamic height is computed by dividing the NAVD 88
 DG6150.geopotential number by the normal gravity value computed on the
 DG6150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6150.degrees latitude (g = 980.6199 gals.).
 DG6150
 DG6150.The modeled gravity was interpolated from observed gravity values.
 DG6150
 DG6150;                    North         East    Units  Estimated Accuracy
 DG6150;SPC MN N     -   303,703.0     609,448.5     MT  (+/- 3 meters HH1 GPS) 
 DG6150
 DG6150                          SUPERSEDED SURVEY CONTROL
 DG6150
 DG6150.No superseded survey control is available for this station.
 DG6150
 DG6150_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0206953508(NAD 83)
 DG6150
 DG6150_MARKER: DV = VERTICAL CONTROL DISK
 DG6150_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG6150_STAMPING: 4508 P 1980
 DG6150_MARK LOGO: MNDT  
 DG6150_PROJECTION: PROJECTING 3 CENTIMETERS
 DG6150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6150+STABILITY: SURFACE MOTION
 DG6150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6150+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2009
 DG6150_ROD/PIPE-DEPTH:  2.4 meters
 DG6150
 DG6150  HISTORY     - Date     Condition        Report By
 DG6150  HISTORY     - 1980     MONUMENTED       MNDT
 DG6150  HISTORY     - 20030626 GOOD             MNDT
 DG6150  HISTORY     - 20090505 GOOD             MNDT
 DG6150
 DG6150                          STATION DESCRIPTION
 DG6150
 DG6150'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG6150'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 2.5 MI
 DG6150'(4.0 KM) WEST OF GRYGLA, 2.53 MI (4.07 KM) WEST ALONG TH 89 FROM JCT
 DG6150'OF TH 89 AND CO RD 54 IN GRYGLA, 100 FT (30.5 M) NORTH OF TH 89, AT TH
 DG6150'89 STA 390+60, AT TH 89 MP 83.46, 54.7 FT (16.7 M) NE OF P-POLE, ON
 DG6150'N-S FENCELINE, 1.0 FT (0.3 M) WEST OF WIT POST.  THE MARK, A STANDARD
 DG6150'MNDT BENCHMARK DISK SWEAT ON A 8 FT (2.4 M) COPPER CLAD ROD WITH A TEE
 DG6150'AT BASE AND SET IN CONCRETE PROJECTS 1 INCH, MAGNETIC, AND SUITABLE
 DG6150'FOR GPS.
 DG6150
 DG6150                          STATION RECOVERY (2009)
 DG6150
 DG6150'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WAS)
 DG6150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5184 ***********************************************************************
 DM5184  DESIGNATION -  4508 S 1
 DM5184  PID         -  DM5184
 DM5184  STATE/COUNTY-  MN/MARSHALL
 DM5184  COUNTRY     -  US
 DM5184  USGS QUAD   -  GRYGLA (1973)
 DM5184
 DM5184                         *CURRENT SURVEY CONTROL
 DM5184  ______________________________________________________________________
 DM5184* NAD 83(1986) POSITION- 48 17 50.80   (N) 095 36 55.10   (W)   HD_HELD1  
 DM5184* NAVD 88 ORTHO HEIGHT -   359.447  (meters)    1179.29  (feet) ADJUSTED  
 DM5184  ______________________________________________________________________
 DM5184  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DM5184  DYNAMIC HEIGHT  -        359.529 (meters)     1179.55  (feet) COMP
 DM5184  MODELED GRAVITY -    980,828.3   (mgal)                       NAVD 88
 DM5184
 DM5184  VERT ORDER      -  SECOND    CLASS I
 DM5184
 DM5184.The horizontal coordinates were established by differentially corrected
 DM5184.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5184.
 DM5184.The orthometric height was determined by differential leveling and
 DM5184.adjusted in February 2011.
 DM5184
 DM5184.The dynamic height is computed by dividing the NAVD 88
 DM5184.geopotential number by the normal gravity value computed on the
 DM5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5184.degrees latitude (g = 980.6199 gals.).
 DM5184
 DM5184.The modeled gravity was interpolated from observed gravity values.
 DM5184
 DM5184;                    North         East    Units  Estimated Accuracy
 DM5184;SPC MN N     -   302,867.7     613,421.0     MT  (+/- 3 meters HH1 GPS) 
 DM5184
 DM5184                          SUPERSEDED SURVEY CONTROL
 DM5184
 DM5184.No superseded survey control is available for this station.
 DM5184
 DM5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0604152666(NAD 83)
 DM5184
 DM5184_MARKER: I = METAL ROD
 DM5184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5184_STAMPING: 4508 S 1 2009
 DM5184_MARK LOGO: MNDT  
 DM5184_PROJECTION: RECESSED 3 CENTIMETERS
 DM5184_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5184+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM5184_ROD/PIPE-DEPTH:  4.3 meters
 DM5184
 DM5184  HISTORY     - Date     Condition        Report By
 DM5184  HISTORY     - 20090616 MONUMENTED       MNDT
 DM5184
 DM5184                          STATION DESCRIPTION
 DM5184
 DM5184'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5184'THE MARK IS IN GRYGLA, 0.2 MI (0.3 KM) SOUTH ALONG TRUNK HIGHWAY 89
 DM5184'FROM THE JUNCTION OF TRUNK HIIGHWAY 89 AND COUNTY ROAD 54 ON EAST SIDE
 DM5184'OF GRYGLA, 150 FT (45.7 M) SOUTH OF ESPLEE STREET, 101.2 FT (30.8 M)
 DM5184'SOUTHEAST OF THE SOUTHEAST CORNER OF MN/DOT MAINTENANCE BUILDING.
 DM5184' 
 DM5184'IT IS 78.5 FT (23.9 M) WEST OF TRUNK HIGHWAY 89, 54.4 FT (16.6 M)
 DM5184'NORTH OF ENTRANCE OF MN/DOT MAINTENANCE BUILDING, 14.8 FT (4.5 M) WEST
 DM5184'OF CYCLONE FENCE, 14.6 FT (4.5 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5185 ***********************************************************************
 DM5185  DESIGNATION -  4508 S RESET
 DM5185  PID         -  DM5185
 DM5185  STATE/COUNTY-  MN/MARSHALL
 DM5185  COUNTRY     -  US
 DM5185  USGS QUAD   -  GRYGLA (1973)
 DM5185
 DM5185                         *CURRENT SURVEY CONTROL
 DM5185  ______________________________________________________________________
 DM5185* NAD 83(1986) POSITION- 48 18 00.60   (N) 095 36 54.80   (W)   HD_HELD1  
 DM5185* NAVD 88 ORTHO HEIGHT -   358.706  (meters)    1176.85  (feet) ADJUSTED  
 DM5185  ______________________________________________________________________
 DM5185  GEOID HEIGHT    -        -27.33  (meters)                     GEOID09
 DM5185  DYNAMIC HEIGHT  -        358.788 (meters)     1177.12  (feet) COMP
 DM5185  MODELED GRAVITY -    980,828.4   (mgal)                       NAVD 88
 DM5185
 DM5185  VERT ORDER      -  SECOND    CLASS I
 DM5185
 DM5185.The horizontal coordinates were established by differentially corrected
 DM5185.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5185.
 DM5185.The orthometric height was determined by differential leveling and
 DM5185.adjusted in February 2011.
 DM5185
 DM5185.The dynamic height is computed by dividing the NAVD 88
 DM5185.geopotential number by the normal gravity value computed on the
 DM5185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5185.degrees latitude (g = 980.6199 gals.).
 DM5185
 DM5185.The modeled gravity was interpolated from observed gravity values.
 DM5185
 DM5185;                    North         East    Units  Estimated Accuracy
 DM5185;SPC MN N     -   303,170.0     613,437.0     MT  (+/- 3 meters HH1 GPS) 
 DM5185
 DM5185                          SUPERSEDED SURVEY CONTROL
 DM5185
 DM5185.No superseded survey control is available for this station.
 DM5185
 DM5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0605852969(NAD 83)
 DM5185
 DM5185_MARKER: DV = VERTICAL CONTROL DISK
 DM5185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DM5185_STAMPING: 4508 S RESET 1980 2009
 DM5185_MARK LOGO: MNDT  
 DM5185_PROJECTION: RECESSED 13 CENTIMETERS
 DM5185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5185+STABILITY: SURFACE MOTION
 DM5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5185+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2009
 DM5185_ROD/PIPE-DEPTH:  2.4 meters
 DM5185
 DM5185  HISTORY     - Date     Condition        Report By
 DM5185  HISTORY     - 20090428 MONUMENTED       MNDT
 DM5185
 DM5185                          STATION DESCRIPTION
 DM5185
 DM5185'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5185'THE MARK IS IN GRYGLA, 64 FT (19.5 M) WEST OF THE JUNCTION OF TRUNK
 DM5185'HIGHWAY 89 AND COUNTY ROAD 54, AT TRUNK HIGHWAY 89 MILE POINT 80.95,
 DM5185'70 FT (21.3 M) SOUTH OF TRUNK HIGHWAY 89.
 DM5185' 
 DM5185'IT IS 62 FT (18.9 M) EAST OF THE NORTHEAST CORNER OF MOTEL, 14 FT (4.3
 DM5185'M) NORTH-NORTHWEST OF EAST LEG OF MOTEL 89 SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8609 ***********************************************************************
 AJ8609  DESIGNATION -  4508 T
 AJ8609  PID         -  AJ8609
 AJ8609  STATE/COUNTY-  MN/MARSHALL
 AJ8609  COUNTRY     -  US
 AJ8609  USGS QUAD   -  WANNASKA SW (1984)
 AJ8609
 AJ8609                         *CURRENT SURVEY CONTROL
 AJ8609  ______________________________________________________________________
 AJ8609* NAD 83(2007) POSITION- 48 30 40.15927(N) 095 43 52.39441(W)   ADJUSTED  
 AJ8609* NAD 83(2007) ELLIP HT-   338.053 (meters)        (02/10/07)   ADJUSTED
 AJ8609* NAD 83(2007) EPOCH   -  2002.00
 AJ8609* NAVD 88 ORTHO HEIGHT -   365.437  (meters)    1198.94  (feet) ADJUSTED  
 AJ8609  ______________________________________________________________________
 AJ8609  NAD 83(2007) X  -   -422,768.911 (meters)                     COMP
 AJ8609  NAD 83(2007) Y  - -4,212,371.595 (meters)                     COMP
 AJ8609  NAD 83(2007) Z  -  4,754,972.731 (meters)                     COMP
 AJ8609  LAPLACE CORR    -         -3.52  (seconds)                    DEFLEC09
 AJ8609  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 AJ8609  DYNAMIC HEIGHT  -        365.530 (meters)     1199.24  (feet) COMP
 AJ8609  MODELED GRAVITY -    980,854.3   (mgal)                       NAVD 88
 AJ8609
 AJ8609  VERT ORDER      -  SECOND    CLASS I
 AJ8609
 AJ8609  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8609  Type                                         Horiz  Ellip  Dist(km)
 AJ8609  -------------------------------------------------------------------
 AJ8609  NETWORK                                       0.60   0.53
 AJ8609  -------------------------------------------------------------------
 AJ8609  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.31      1.77
 AJ8609  -------------------------------------------------------------------
 AJ8609  NOTE: Click here for information on individual local accuracy
 AJ8609  values and other accuracy information.
 AJ8609
 AJ8609
 AJ8609.The horizontal coordinates were established by GPS observations
 AJ8609.and adjusted by the National Geodetic Survey in February 2007.
 AJ8609
 AJ8609.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8609.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8609
 AJ8609.The horizontal coordinates are valid at the epoch date displayed above
 AJ8609.which is a decimal equivalence of Year/Month/Day.
 AJ8609
 AJ8609.The orthometric height was determined by differential leveling and
 AJ8609.adjusted in April 2004.
 AJ8609
 AJ8609.Photographs are available for this station.
 AJ8609
 AJ8609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8609
 AJ8609.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8609
 AJ8609.The ellipsoidal height was determined by GPS observations
 AJ8609.and is referenced to NAD 83.
 AJ8609
 AJ8609.The dynamic height is computed by dividing the NAVD 88
 AJ8609.geopotential number by the normal gravity value computed on the
 AJ8609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8609.degrees latitude (g = 980.6199 gals.).
 AJ8609
 AJ8609.The modeled gravity was interpolated from observed gravity values.
 AJ8609
 AJ8609. The following values were computed from the NAD 83(2007) position.
 AJ8609
 AJ8609;                    North         East     Units Scale Factor Converg.
 AJ8609;SPC MN N     -   326,903.320   605,634.644   MT  0.99997246   -1 57 01.1
 AJ8609;SPC MN N     - 1,072,515.31  1,986,986.33   sFT  0.99997246   -1 57 01.1
 AJ8609;UTM  15      - 5,376,718.114   298,293.217   MT  1.00009989   -2 02 47.8
 AJ8609
 AJ8609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8609!SPC MN N     -   0.99994702  x   0.99997246  =   0.99991948
 AJ8609!UTM  15      -   0.99994702  x   1.00009989  =   1.00004691
 AJ8609
 AJ8609                          SUPERSEDED SURVEY CONTROL
 AJ8609
 AJ8609  NAD 83(1996)-  48 30 40.15928(N)    095 43 52.39451(W) AD(       ) 1
 AJ8609  ELLIP H (03/29/02)  338.044  (m)                       GP(       ) 4 1
 AJ8609  NAVD 88 (03/29/02)  365.44   (m)         1198.9    (f) LEVELING    3  
 AJ8609
 AJ8609.Superseded values are not recommended for survey control.
 AJ8609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8609.See file dsdata.txt to determine how the superseded data were derived.
 AJ8609
 AJ8609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9829376718(NAD 83)
 AJ8609
 AJ8609_MARKER: DD = SURVEY DISK
 AJ8609_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8609_STAMPING: 4508 T 1998
 AJ8609_MARK LOGO: MNDT  
 AJ8609_PROJECTION: RECESSED 3 CENTIMETERS
 AJ8609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8609+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8609_ROD/PIPE-DEPTH:  3.0 meters
 AJ8609
 AJ8609  HISTORY     - Date     Condition        Report By
 AJ8609  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8609
 AJ8609                          STATION DESCRIPTION
 AJ8609
 AJ8609'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8609'10.0 MI (16.1 KM) SOUTH OF WANNASKA, 10.4 MI (16.7 KM) SOUTH ALONG TH
 AJ8609'89 FROM JCT OF TH 89 AND THE ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8609'101.40, 73.0 FT (22.3 M) EAST OF TH 89, 53.0 FT (16.2 M) NORTH OF CO
 AJ8609'RD 48 TO THE WEST, 112.5 FT (34.3 M) SSW OF P-POLE, 94.6 FT (28.8 M)
 AJ8609'NNW OF P-POLE, 2.3 FT (0.7 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6151 ***********************************************************************
 DG6151  DESIGNATION -  4508 T 1
 DG6151  PID         -  DG6151
 DG6151  STATE/COUNTY-  MN/MARSHALL
 DG6151  COUNTRY     -  US
 DG6151  USGS QUAD   -  GRYGLA SW (1973)
 DG6151
 DG6151                         *CURRENT SURVEY CONTROL
 DG6151  ______________________________________________________________________
 DG6151* NAD 83(1986) POSITION- 48 18 13.6    (N) 095 42 06.2    (W)   HD_HELD2  
 DG6151* NAVD 88 ORTHO HEIGHT -   355.771  (meters)    1167.23  (feet) ADJUSTED  
 DG6151  ______________________________________________________________________
 DG6151  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DG6151  DYNAMIC HEIGHT  -        355.849 (meters)     1167.48  (feet) COMP
 DG6151  MODELED GRAVITY -    980,820.1   (mgal)                       NAVD 88
 DG6151
 DG6151  VERT ORDER      -  SECOND    CLASS I
 DG6151
 DG6151.The horizontal coordinates were established by autonomous hand held GPS
 DG6151.observations and have an estimated accuracy of +/- 10 meters.
 DG6151.
 DG6151.The orthometric height was determined by differential leveling and
 DG6151.adjusted in February 2005.
 DG6151
 DG6151.The dynamic height is computed by dividing the NAVD 88
 DG6151.geopotential number by the normal gravity value computed on the
 DG6151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6151.degrees latitude (g = 980.6199 gals.).
 DG6151
 DG6151.The modeled gravity was interpolated from observed gravity values.
 DG6151
 DG6151;                    North         East    Units  Estimated Accuracy
 DG6151;SPC MN N     -   303,784.      607,037.      MT  (+/- 10 meters HH2 GPS)
 DG6151
 DG6151                          SUPERSEDED SURVEY CONTROL
 DG6151
 DG6151.No superseded survey control is available for this station.
 DG6151
 DG6151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9965853592(NAD 83)
 DG6151
 DG6151_MARKER: DD = SURVEY DISK
 DG6151_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6151_STAMPING: 4508 T 1 2003
 DG6151_MARK LOGO: MNDT  
 DG6151_PROJECTION: FLUSH
 DG6151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6151+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6151_ROD/PIPE-DEPTH:  4.6 meters
 DG6151
 DG6151  HISTORY     - Date     Condition        Report By
 DG6151  HISTORY     - 2003     MONUMENTED       MNDT
 DG6151
 DG6151                          STATION DESCRIPTION
 DG6151
 DG6151'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6151'THE MARK IS LOCATED 4.0 MI (6.4 KM) WEST OF GRYGLA, 4.05 MI (6.52 KM)
 DG6151'WEST ALONG TH 89 FROM JCT OF TH 89 AND CO RD 54 IN GRYGLA, AT TH 89 MP
 DG6151'84.95, 59.9 FT (18.3 M) NORTH OF TH 89, 34.5 FT (10.5 M) WEST OF
 DG6151'GRAVEL RD, 28.8 FT (8.8 M) EAST OF CABLE PEDESTAL, 1.4 FT (0.4 M)
 DG6151'SOUTH OF WIT POST.  THE MARK, A STANDARD MNDT GEODETIC CONTROL MARK
 DG6151'DISK SET ON TOP OF A 15 FT (4.6 M) DRIVEN ALUMINUM ROD WITH A 3 FT
 DG6151'(0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8610 ***********************************************************************
 AJ8610  DESIGNATION -  4508 U
 AJ8610  PID         -  AJ8610
 AJ8610  STATE/COUNTY-  MN/MARSHALL
 AJ8610  COUNTRY     -  US
 AJ8610  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8610
 AJ8610                         *CURRENT SURVEY CONTROL
 AJ8610  ______________________________________________________________________
 AJ8610* NAD 83(2007) POSITION- 48 28 18.77386(N) 095 43 54.05072(W)   ADJUSTED  
 AJ8610* NAD 83(2007) ELLIP HT-   330.066 (meters)        (02/10/07)   ADJUSTED
 AJ8610* NAD 83(2007) EPOCH   -  2002.00
 AJ8610* NAVD 88 ORTHO HEIGHT -   357.371  (meters)    1172.47  (feet) ADJUSTED  
 AJ8610  ______________________________________________________________________
 AJ8610  NAD 83(2007) X  -   -423,128.843 (meters)                     COMP
 AJ8610  NAD 83(2007) Y  - -4,215,617.189 (meters)                     COMP
 AJ8610  NAD 83(2007) Z  -  4,752,072.298 (meters)                     COMP
 AJ8610  LAPLACE CORR    -         -3.12  (seconds)                    DEFLEC09
 AJ8610  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 AJ8610  DYNAMIC HEIGHT  -        357.462 (meters)     1172.77  (feet) COMP
 AJ8610  MODELED GRAVITY -    980,855.3   (mgal)                       NAVD 88
 AJ8610
 AJ8610  VERT ORDER      -  SECOND    CLASS I
 AJ8610
 AJ8610  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8610  Type                                         Horiz  Ellip  Dist(km)
 AJ8610  -------------------------------------------------------------------
 AJ8610  NETWORK                                       0.62   0.55
 AJ8610  -------------------------------------------------------------------
 AJ8610  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.41   0.34      3.15
 AJ8610  -------------------------------------------------------------------
 AJ8610  NOTE: Click here for information on individual local accuracy
 AJ8610  values and other accuracy information.
 AJ8610
 AJ8610
 AJ8610.The horizontal coordinates were established by GPS observations
 AJ8610.and adjusted by the National Geodetic Survey in February 2007.
 AJ8610
 AJ8610.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8610.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8610
 AJ8610.The horizontal coordinates are valid at the epoch date displayed above
 AJ8610.which is a decimal equivalence of Year/Month/Day.
 AJ8610
 AJ8610.The orthometric height was determined by differential leveling and
 AJ8610.adjusted in April 2004.
 AJ8610
 AJ8610.Photographs are available for this station.
 AJ8610
 AJ8610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8610
 AJ8610.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8610
 AJ8610.The ellipsoidal height was determined by GPS observations
 AJ8610.and is referenced to NAD 83.
 AJ8610
 AJ8610.The dynamic height is computed by dividing the NAVD 88
 AJ8610.geopotential number by the normal gravity value computed on the
 AJ8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8610.degrees latitude (g = 980.6199 gals.).
 AJ8610
 AJ8610.The modeled gravity was interpolated from observed gravity values.
 AJ8610
 AJ8610. The following values were computed from the NAD 83(2007) position.
 AJ8610
 AJ8610;                    North         East     Units Scale Factor Converg.
 AJ8610;SPC MN N     -   322,539.912   605,452.020   MT  0.99996458   -1 57 02.4
 AJ8610;SPC MN N     - 1,058,199.69  1,986,387.17   sFT  0.99996458   -1 57 02.4
 AJ8610;UTM  15      - 5,372,354.441   298,103.283   MT  1.00010084   -2 02 44.5
 AJ8610
 AJ8610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8610!SPC MN N     -   0.99994827  x   0.99996458  =   0.99991286
 AJ8610!UTM  15      -   0.99994827  x   1.00010084  =   1.00004911
 AJ8610
 AJ8610                          SUPERSEDED SURVEY CONTROL
 AJ8610
 AJ8610  NAD 83(1996)-  48 28 18.77391(N)    095 43 54.05079(W) AD(       ) 1
 AJ8610  ELLIP H (03/29/02)  330.055  (m)                       GP(       ) 4 1
 AJ8610  NAVD 88 (03/29/02)  357.38   (m)         1172.5    (f) LEVELING    3  
 AJ8610
 AJ8610.Superseded values are not recommended for survey control.
 AJ8610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8610.See file dsdata.txt to determine how the superseded data were derived.
 AJ8610
 AJ8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9810372354(NAD 83)
 AJ8610
 AJ8610_MARKER: DD = SURVEY DISK
 AJ8610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8610_STAMPING: 4508 U 1998
 AJ8610_MARK LOGO: MNDT  
 AJ8610_PROJECTION: FLUSH
 AJ8610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8610+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8610_ROD/PIPE-DEPTH:  6.1 meters
 AJ8610
 AJ8610  HISTORY     - Date     Condition        Report By
 AJ8610  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8610
 AJ8610                          STATION DESCRIPTION
 AJ8610
 AJ8610'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8610'13.0 MI (20.9 KM) SOUTH OF WANNASKA, 13.15 MI (21.16 KM) SOUTH ALONG
 AJ8610'TH 89 FROM JCT OF TH 89 AND THE ROSEAU RIVER IN WANNASKA, AT TH 89 MP
 AJ8610'98.65, 84.0 FT (25.6 M) WEST OF TH 89, 9.1 FT (2.8 M) SSE OF STATE
 AJ8610'WILDLIFE AREA SIGN, 2.4 FT (0.7 M) EAST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5186 ***********************************************************************
 DM5186  DESIGNATION -  4508 U 1 RESET
 DM5186  PID         -  DM5186
 DM5186  STATE/COUNTY-  MN/MARSHALL
 DM5186  COUNTRY     -  US
 DM5186  USGS QUAD   -  GRYGLA SW (1973)
 DM5186
 DM5186                         *CURRENT SURVEY CONTROL
 DM5186  ______________________________________________________________________
 DM5186* NAD 83(1986) POSITION- 48 18 12.90   (N) 095 39 08.70   (W)   HD_HELD1  
 DM5186* NAVD 88 ORTHO HEIGHT -   357.308  (meters)    1172.27  (feet) ADJUSTED  
 DM5186  ______________________________________________________________________
 DM5186  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DM5186  DYNAMIC HEIGHT  -        357.387 (meters)     1172.53  (feet) COMP
 DM5186  MODELED GRAVITY -    980,820.3   (mgal)                       NAVD 88
 DM5186
 DM5186  VERT ORDER      -  SECOND    CLASS I
 DM5186
 DM5186.The horizontal coordinates were established by differentially corrected
 DM5186.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5186.
 DM5186.The orthometric height was determined by differential leveling and
 DM5186.adjusted in February 2011.
 DM5186
 DM5186.The dynamic height is computed by dividing the NAVD 88
 DM5186.geopotential number by the normal gravity value computed on the
 DM5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5186.degrees latitude (g = 980.6199 gals.).
 DM5186
 DM5186.The modeled gravity was interpolated from observed gravity values.
 DM5186
 DM5186;                    North         East    Units  Estimated Accuracy
 DM5186;SPC MN N     -   303,640.2     610,691.7     MT  (+/- 3 meters HH1 GPS) 
 DM5186
 DM5186                          SUPERSEDED SURVEY CONTROL
 DM5186
 DM5186.No superseded survey control is available for this station.
 DM5186
 DM5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0331353443(NAD 83)
 DM5186
 DM5186_MARKER: I = METAL ROD
 DM5186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5186_STAMPING: 4508 U 1 RESET 2003 2009
 DM5186_MARK LOGO: MNDT  
 DM5186_PROJECTION: RECESSED 5 CENTIMETERS
 DM5186_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5186+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM5186_ROD/PIPE-DEPTH:  4.6 meters
 DM5186
 DM5186  HISTORY     - Date     Condition        Report By
 DM5186  HISTORY     - 20090616 MONUMENTED       MNDT
 DM5186
 DM5186                          STATION DESCRIPTION
 DM5186
 DM5186'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5186'THE MARK IS 2.0 MI (3.2 KM) WEST OF GRYGLA, 1.75 MI (2.8 KM) WEST
 DM5186'ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND
 DM5186'COUNTY ROAD 54 IN GYRGLA, AT TRUNK HIGHWAY 89 MILE POINT 82.65.
 DM5186' 
 DM5186'IT IS 58.9 MI (94.8 KM) NORTH OF TRUNK HIGHWAY 89, 92.2 FT (28.1 M)
 DM5186'EAST OF ENTRANCE, 5.4 FT (1.6 M) WEST OF POWER POLE, 2.9 FT (0.9 M)
 DM5186'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8611 ***********************************************************************
 AJ8611  DESIGNATION -  4508 V
 AJ8611  PID         -  AJ8611
 AJ8611  STATE/COUNTY-  MN/MARSHALL
 AJ8611  COUNTRY     -  US
 AJ8611  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8611
 AJ8611                         *CURRENT SURVEY CONTROL
 AJ8611  ______________________________________________________________________
 AJ8611* NAD 83(2007) POSITION- 48 25 28.02521(N) 095 43 45.98851(W)   ADJUSTED  
 AJ8611* NAD 83(2007) ELLIP HT-   332.381 (meters)        (02/10/07)   ADJUSTED
 AJ8611* NAD 83(2007) EPOCH   -  2002.00
 AJ8611* NAVD 88 ORTHO HEIGHT -   359.649  (meters)    1179.95  (feet) ADJUSTED  
 AJ8611  ______________________________________________________________________
 AJ8611  NAD 83(2007) X  -   -423,358.272 (meters)                     COMP
 AJ8611  NAD 83(2007) Y  - -4,219,562.711 (meters)                     COMP
 AJ8611  NAD 83(2007) Z  -  4,748,575.492 (meters)                     COMP
 AJ8611  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC09
 AJ8611  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AJ8611  DYNAMIC HEIGHT  -        359.739 (meters)     1180.24  (feet) COMP
 AJ8611  MODELED GRAVITY -    980,849.5   (mgal)                       NAVD 88
 AJ8611
 AJ8611  VERT ORDER      -  SECOND    CLASS I
 AJ8611
 AJ8611  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8611  Type                                         Horiz  Ellip  Dist(km)
 AJ8611  -------------------------------------------------------------------
 AJ8611  NETWORK                                       0.52   0.47
 AJ8611  -------------------------------------------------------------------
 AJ8611  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.50   0.39      3.51
 AJ8611  -------------------------------------------------------------------
 AJ8611  NOTE: Click here for information on individual local accuracy
 AJ8611  values and other accuracy information.
 AJ8611
 AJ8611
 AJ8611.The horizontal coordinates were established by GPS observations
 AJ8611.and adjusted by the National Geodetic Survey in February 2007.
 AJ8611
 AJ8611.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8611.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8611
 AJ8611.The horizontal coordinates are valid at the epoch date displayed above
 AJ8611.which is a decimal equivalence of Year/Month/Day.
 AJ8611
 AJ8611.The orthometric height was determined by differential leveling and
 AJ8611.adjusted in April 2004.
 AJ8611
 AJ8611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8611
 AJ8611.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8611
 AJ8611.The ellipsoidal height was determined by GPS observations
 AJ8611.and is referenced to NAD 83.
 AJ8611
 AJ8611.The dynamic height is computed by dividing the NAVD 88
 AJ8611.geopotential number by the normal gravity value computed on the
 AJ8611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8611.degrees latitude (g = 980.6199 gals.).
 AJ8611
 AJ8611.The modeled gravity was interpolated from observed gravity values.
 AJ8611
 AJ8611. The following values were computed from the NAD 83(2007) position.
 AJ8611
 AJ8611;                    North         East     Units Scale Factor Converg.
 AJ8611;SPC MN N     -   317,263.349   605,438.145   MT  0.99995570   -1 56 56.4
 AJ8611;SPC MN N     - 1,040,888.17  1,986,341.65   sFT  0.99995570   -1 56 56.4
 AJ8611;UTM  15      - 5,367,077.166   298,080.721   MT  1.00010096   -2 02 33.1
 AJ8611
 AJ8611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8611!SPC MN N     -   0.99994791  x   0.99995570  =   0.99990361
 AJ8611!UTM  15      -   0.99994791  x   1.00010096  =   1.00004887
 AJ8611
 AJ8611:                Primary Azimuth Mark                     Grid Az
 AJ8611:SPC MN N     -  4508 W                                   182 04 39.2
 AJ8611:UTM  15      -  4508 W                                   182 10 15.9
 AJ8611
 AJ8611|---------------------------------------------------------------------|
 AJ8611| PID    Reference Object                     Distance      Geod. Az  |
 AJ8611|                                                           dddmmss.s |
 AJ8611| AJ8612 4508 W                              APPROX. 1.6 KM 1800742.8 |
 AJ8611|---------------------------------------------------------------------|
 AJ8611
 AJ8611                          SUPERSEDED SURVEY CONTROL
 AJ8611
 AJ8611  NAD 83(1996)-  48 25 28.02532(N)    095 43 45.98858(W) AD(       ) 1
 AJ8611  ELLIP H (03/29/02)  332.369  (m)                       GP(       ) 4 1
 AJ8611  NAVD 88 (03/29/02)  359.65   (m)         1180.0    (f) LEVELING    3  
 AJ8611
 AJ8611.Superseded values are not recommended for survey control.
 AJ8611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8611.See file dsdata.txt to determine how the superseded data were derived.
 AJ8611
 AJ8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9808067077(NAD 83)
 AJ8611
 AJ8611_MARKER: DD = SURVEY DISK
 AJ8611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8611_STAMPING: 4508 V 1998
 AJ8611_MARK LOGO: MNDT  
 AJ8611_PROJECTION: FLUSH
 AJ8611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8611+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2003
 AJ8611_ROD/PIPE-DEPTH:  4.6 meters
 AJ8611
 AJ8611  HISTORY     - Date     Condition        Report By
 AJ8611  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8611  HISTORY     - 20030618 GOOD             MNDT
 AJ8611
 AJ8611                          STATION DESCRIPTION
 AJ8611
 AJ8611'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8611'10.0 MI (16.1 KM) NW OF GRYGLA, 8.60 MI (13.84 KM) NORTH ALONG TH 89
 AJ8611'FROM JCT OF TH 89 AND TH 219 (6.0 MI WEST OF GRYGLA) TO TH 89 MP
 AJ8611'95.35, THEN 0.10 MI (0.16 KM) EAST ON CO RD 6, 84.0 FT (25.6 M) NORTH
 AJ8611'OF CO RD 6, 33.0 FT (10.1 M) WEST OF DRIVEWAY, 9.5 FT (2.9 M) SOUTH OF
 AJ8611'P-POLE, 2.2 FT (0.7 M) SOUTH OF A WIT POST.
 AJ8611
 AJ8611                          STATION RECOVERY (2003)
 AJ8611
 AJ8611'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JBG)
 AJ8611'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ8611'THE MARK IS 10.0 MILES (16.1 KM) NORTHWEST OF GRYGLA, 8.6 MILES (13.8
 AJ8611'KM) NORTH ALONG TRUNK HIGHWAY 89 FROM JUNCTION OF TRUNK HIGHWAY 89 AND
 AJ8611'TRUNK HIGHWAY 219 (6.0 MILES WE ST OF GRYGLA) TO TRUNK HIGHWAY 89
 AJ8611'MILEPOINT 95.35, THENCE 0.10 MILES (0.16 KM) EAST ON COUNTY ROAD 6,
 AJ8611'84.0 FEET (25.6 M) NORTH OF COUNTY ROAD 6, 33 FEET (10.1 M) WEST OF
 AJ8611'DRIVEWAY, 9.5 FEET (2.9 M) SOUTH OF POWER POLE, 2.2 FEET (0.7 M) SOUTH
 AJ8611'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8612 ***********************************************************************
 AJ8612  DESIGNATION -  4508 W
 AJ8612  PID         -  AJ8612
 AJ8612  STATE/COUNTY-  MN/MARSHALL
 AJ8612  COUNTRY     -  US
 AJ8612  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8612
 AJ8612                         *CURRENT SURVEY CONTROL
 AJ8612  ______________________________________________________________________
 AJ8612* NAD 83(2007) POSITION- 48 24 35.43310(N) 095 43 46.16576(W)   ADJUSTED  
 AJ8612* NAD 83(2007) ELLIP HT-   330.812 (meters)        (02/10/07)   ADJUSTED
 AJ8612* NAD 83(2007) EPOCH   -  2002.00
 AJ8612* NAVD 88 ORTHO HEIGHT -   358.066  (meters)    1174.75  (feet) ADJUSTED  
 AJ8612  ______________________________________________________________________
 AJ8612  NAD 83(2007) X  -   -423,483.108 (meters)                     COMP
 AJ8612  NAD 83(2007) Y  - -4,220,770.416 (meters)                     COMP
 AJ8612  NAD 83(2007) Z  -  4,747,496.086 (meters)                     COMP
 AJ8612  LAPLACE CORR    -         -3.47  (seconds)                    DEFLEC09
 AJ8612  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AJ8612  DYNAMIC HEIGHT  -        358.154 (meters)     1175.04  (feet) COMP
 AJ8612  MODELED GRAVITY -    980,847.5   (mgal)                       NAVD 88
 AJ8612
 AJ8612  VERT ORDER      -  SECOND    CLASS I
 AJ8612
 AJ8612  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8612  Type                                         Horiz  Ellip  Dist(km)
 AJ8612  -------------------------------------------------------------------
 AJ8612  NETWORK                                       0.66   0.57
 AJ8612  -------------------------------------------------------------------
 AJ8612  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.64   0.53      2.20
 AJ8612  -------------------------------------------------------------------
 AJ8612  NOTE: Click here for information on individual local accuracy
 AJ8612  values and other accuracy information.
 AJ8612
 AJ8612
 AJ8612.The horizontal coordinates were established by GPS observations
 AJ8612.and adjusted by the National Geodetic Survey in February 2007.
 AJ8612
 AJ8612.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8612.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8612
 AJ8612.The horizontal coordinates are valid at the epoch date displayed above
 AJ8612.which is a decimal equivalence of Year/Month/Day.
 AJ8612
 AJ8612.The orthometric height was determined by differential leveling and
 AJ8612.adjusted in April 2004.
 AJ8612
 AJ8612.Photographs are available for this station.
 AJ8612
 AJ8612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8612
 AJ8612.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8612
 AJ8612.The ellipsoidal height was determined by GPS observations
 AJ8612.and is referenced to NAD 83.
 AJ8612
 AJ8612.The dynamic height is computed by dividing the NAVD 88
 AJ8612.geopotential number by the normal gravity value computed on the
 AJ8612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8612.degrees latitude (g = 980.6199 gals.).
 AJ8612
 AJ8612.The modeled gravity was interpolated from observed gravity values.
 AJ8612
 AJ8612. The following values were computed from the NAD 83(2007) position.
 AJ8612
 AJ8612;                    North         East     Units Scale Factor Converg.
 AJ8612;SPC MN N     -   315,639.998   605,379.257   MT  0.99995311   -1 56 56.5
 AJ8612;SPC MN N     - 1,035,562.23  1,986,148.45   sFT  0.99995311   -1 56 56.5
 AJ8612;UTM  15      - 5,365,453.674   298,019.180   MT  1.00010127   -2 02 31.6
 AJ8612
 AJ8612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8612!SPC MN N     -   0.99994816  x   0.99995311  =   0.99990127
 AJ8612!UTM  15      -   0.99994816  x   1.00010127  =   1.00004942
 AJ8612
 AJ8612:                Primary Azimuth Mark                     Grid Az
 AJ8612:SPC MN N     -  4508 G                                   188 34 24.4
 AJ8612:UTM  15      -  4508 G                                   188 39 59.5
 AJ8612
 AJ8612|---------------------------------------------------------------------|
 AJ8612| PID    Reference Object                     Distance      Geod. Az  |
 AJ8612|                                                           dddmmss.s |
 AJ8612| AJ8607 4508 G                              APPROX. 1.6 KM 1863727.9 |
 AJ8612|---------------------------------------------------------------------|
 AJ8612
 AJ8612                          SUPERSEDED SURVEY CONTROL
 AJ8612
 AJ8612  NAD 83(1996)-  48 24 35.43321(N)    095 43 46.16583(W) AD(       ) 1
 AJ8612  ELLIP H (03/29/02)  330.802  (m)                       GP(       ) 4 1
 AJ8612  NAVD 88 (03/29/02)  358.07   (m)         1174.8    (f) LEVELING    3  
 AJ8612
 AJ8612.Superseded values are not recommended for survey control.
 AJ8612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8612.See file dsdata.txt to determine how the superseded data were derived.
 AJ8612
 AJ8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9801965453(NAD 83)
 AJ8612
 AJ8612_MARKER: DD = SURVEY DISK
 AJ8612_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8612_STAMPING: 4508 W 1998
 AJ8612_MARK LOGO: MNDT  
 AJ8612_PROJECTION: FLUSH
 AJ8612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8612+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2007
 AJ8612_ROD/PIPE-DEPTH:  4.6 meters
 AJ8612
 AJ8612  HISTORY     - Date     Condition        Report By
 AJ8612  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8612  HISTORY     - 20070626 MARK NOT FOUND   MNDT
 AJ8612
 AJ8612                          STATION DESCRIPTION
 AJ8612
 AJ8612'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8612'9.0 MI (14.5 KM) NW OF GRYGLA, 7.60 MI (12.23 KM) NORTH ALONG TH 89
 AJ8612'FROM JCT OF TH 89 AND TH 219 (6 MI WEST OF GRYGLA) TO TH 89 MP 94.40,
 AJ8612'THEN 0.10 MI (0.16 KM) EAST ON RD, 36 FT (11.0 M) NORTH OF RD, 12.5 FT
 AJ8612'(3.8 M) WSW OF P-POLE, 2.7 FT (0.8 M) SOUTH OF WIT POST.
 AJ8612
 AJ8612                          STATION RECOVERY (2007)
 AJ8612
 AJ8612'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 AJ8612'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5183 ***********************************************************************
 DM5183  DESIGNATION -  4508 W 1 RESET
 DM5183  PID         -  DM5183
 DM5183  STATE/COUNTY-  MN/MARSHALL
 DM5183  COUNTRY     -  US
 DM5183  USGS QUAD   -  GRYGLA (1973)
 DM5183
 DM5183                         *CURRENT SURVEY CONTROL
 DM5183  ______________________________________________________________________
 DM5183* NAD 83(1986) POSITION- 48 17 44.10   (N) 095 35 36.00   (W)   HD_HELD1  
 DM5183* NAVD 88 ORTHO HEIGHT -   359.548  (meters)    1179.62  (feet) ADJUSTED  
 DM5183  ______________________________________________________________________
 DM5183  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 DM5183  DYNAMIC HEIGHT  -        359.632 (meters)     1179.89  (feet) COMP
 DM5183  MODELED GRAVITY -    980,834.1   (mgal)                       NAVD 88
 DM5183
 DM5183  VERT ORDER      -  SECOND    CLASS I
 DM5183
 DM5183.The horizontal coordinates were established by differentially corrected
 DM5183.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5183.
 DM5183.The orthometric height was determined by differential leveling and
 DM5183.adjusted in February 2011.
 DM5183
 DM5183.The dynamic height is computed by dividing the NAVD 88
 DM5183.geopotential number by the normal gravity value computed on the
 DM5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5183.degrees latitude (g = 980.6199 gals.).
 DM5183
 DM5183.The modeled gravity was interpolated from observed gravity values.
 DM5183
 DM5183;                    North         East    Units  Estimated Accuracy
 DM5183;SPC MN N     -   302,608.1     615,043.6     MT  (+/- 3 meters HH1 GPS) 
 DM5183
 DM5183                          SUPERSEDED SURVEY CONTROL
 DM5183
 DM5183.No superseded survey control is available for this station.
 DM5183
 DM5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UUP0766452404(NAD 83)
 DM5183
 DM5183_MARKER: I = METAL ROD
 DM5183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5183_STAMPING: 4508 W 1 RESET 2003 2009
 DM5183_MARK LOGO: MNDT  
 DM5183_PROJECTION: RECESSED 8 CENTIMETERS
 DM5183_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5183+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DM5183_ROD/PIPE-DEPTH:  3.4 meters
 DM5183
 DM5183  HISTORY     - Date     Condition        Report By
 DM5183  HISTORY     - 20090616 MONUMENTED       MNDT
 DM5183
 DM5183                          STATION DESCRIPTION
 DM5183
 DM5183'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5183'THE MARK IS 1.5 MI (2.4 KM) SOUTHEAST OF GRYGLA, 1.2 MI (1.9 KM) EAST
 DM5183'ALONG TRUNK HIGHWAY 89 FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND
 DM5183'COUNTY ROAD 54 NORTH IN GRYGLA, AT MILE POINT 79.6.
 DM5183' 
 DM5183'IT IS 132.3 FT (40.3 M) SOUTH OF TRUNK HIGHWAY 89, 17.7 FT (5.4 M)
 DM5183'WEST OF LEE ROAD NORTHWEST, 2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8613 ***********************************************************************
 AJ8613  DESIGNATION -  4508 X
 AJ8613  PID         -  AJ8613
 AJ8613  STATE/COUNTY-  MN/MARSHALL
 AJ8613  COUNTRY     -  US
 AJ8613  USGS QUAD   -  RANDEEN RIDGE (1973)
 AJ8613
 AJ8613                         *CURRENT SURVEY CONTROL
 AJ8613  ______________________________________________________________________
 AJ8613* NAD 83(2007) POSITION- 48 22 51.50222(N) 095 43 59.89726(W)   ADJUSTED  
 AJ8613* NAD 83(2007) ELLIP HT-   329.743 (meters)        (02/10/07)   ADJUSTED
 AJ8613* NAD 83(2007) EPOCH   -  2002.00
 AJ8613* NAVD 88 ORTHO HEIGHT -   356.981  (meters)    1171.20  (feet) ADJUSTED  
 AJ8613  ______________________________________________________________________
 AJ8613  NAD 83(2007) X  -   -424,003.835 (meters)                     COMP
 AJ8613  NAD 83(2007) Y  - -4,223,130.073 (meters)                     COMP
 AJ8613  NAD 83(2007) Z  -  4,745,363.613 (meters)                     COMP
 AJ8613  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC09
 AJ8613  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AJ8613  DYNAMIC HEIGHT  -        357.067 (meters)     1171.48  (feet) COMP
 AJ8613  MODELED GRAVITY -    980,841.9   (mgal)                       NAVD 88
 AJ8613
 AJ8613  VERT ORDER      -  SECOND    CLASS I
 AJ8613
 AJ8613  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8613  Type                                         Horiz  Ellip  Dist(km)
 AJ8613  -------------------------------------------------------------------
 AJ8613  NETWORK                                       0.82   0.65
 AJ8613  -------------------------------------------------------------------
 AJ8613  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.77   0.51      1.72
 AJ8613  -------------------------------------------------------------------
 AJ8613  NOTE: Click here for information on individual local accuracy
 AJ8613  values and other accuracy information.
 AJ8613
 AJ8613
 AJ8613.The horizontal coordinates were established by GPS observations
 AJ8613.and adjusted by the National Geodetic Survey in February 2007.
 AJ8613
 AJ8613.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8613.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8613
 AJ8613.The horizontal coordinates are valid at the epoch date displayed above
 AJ8613.which is a decimal equivalence of Year/Month/Day.
 AJ8613
 AJ8613.The orthometric height was determined by differential leveling and
 AJ8613.adjusted in April 2004.
 AJ8613
 AJ8613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8613
 AJ8613.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8613
 AJ8613.The ellipsoidal height was determined by GPS observations
 AJ8613.and is referenced to NAD 83.
 AJ8613
 AJ8613.The dynamic height is computed by dividing the NAVD 88
 AJ8613.geopotential number by the normal gravity value computed on the
 AJ8613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8613.degrees latitude (g = 980.6199 gals.).
 AJ8613
 AJ8613.The modeled gravity was interpolated from observed gravity values.
 AJ8613
 AJ8613. The following values were computed from the NAD 83(2007) position.
 AJ8613
 AJ8613;                    North         East     Units Scale Factor Converg.
 AJ8613;SPC MN N     -   312,441.378   604,987.716   MT  0.99994817   -1 57 06.7
 AJ8613;SPC MN N     - 1,025,068.09  1,984,863.86   sFT  0.99994817   -1 57 06.7
 AJ8613;UTM  15      - 5,362,255.206   297,622.409   MT  1.00010324   -2 02 38.6
 AJ8613
 AJ8613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8613!SPC MN N     -   0.99994832  x   0.99994817  =   0.99989650
 AJ8613!UTM  15      -   0.99994832  x   1.00010324  =   1.00005156
 AJ8613
 AJ8613:                Primary Azimuth Mark                     Grid Az
 AJ8613:SPC MN N     -  4508 G                                   005 25 39.1
 AJ8613:UTM  15      -  4508 G                                   005 31 11.0
 AJ8613
 AJ8613|---------------------------------------------------------------------|
 AJ8613| PID    Reference Object                     Distance      Geod. Az  |
 AJ8613|                                                           dddmmss.s |
 AJ8613| AJ8607 4508 G                              APPROX. 1.6 KM 0032832.4 |
 AJ8613|---------------------------------------------------------------------|
 AJ8613
 AJ8613                          SUPERSEDED SURVEY CONTROL
 AJ8613
 AJ8613  NAD 83(1996)-  48 22 51.50237(N)    095 43 59.89738(W) AD(       ) 1
 AJ8613  ELLIP H (03/29/02)  329.736  (m)                       GP(       ) 4 1
 AJ8613  NAVD 88 (03/29/02)  356.98   (m)         1171.2    (f) LEVELING    3  
 AJ8613
 AJ8613.Superseded values are not recommended for survey control.
 AJ8613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8613.See file dsdata.txt to determine how the superseded data were derived.
 AJ8613
 AJ8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9762262255(NAD 83)
 AJ8613
 AJ8613_MARKER: DD = SURVEY DISK
 AJ8613_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ8613_STAMPING: 4508 X 1998
 AJ8613_MARK LOGO: MNDT  
 AJ8613_PROJECTION: FLUSH
 AJ8613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8613+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ8613_ROD/PIPE-DEPTH:  4.6 meters
 AJ8613
 AJ8613  HISTORY     - Date     Condition        Report By
 AJ8613  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8613
 AJ8613                          STATION DESCRIPTION
 AJ8613
 AJ8613'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8613'8.0 MI (12.9 KM) NW OF GRYGLA, 5.50 MI (8.85 KM) NORTH ALONG TH 89
 AJ8613'FROM JCT OF TH 89 AND TH 219 (6.0 MI WEST OF GRYGLA) TO TH 89 MP 92.4,
 AJ8613'THEN 0.10 MI (0.16 KM) WEST ON RD, 42.0 FT (12.8 M) NORTH OF RD, 10.3
 AJ8613'FT (3.1 M) ESE OF P-POLE, 2.0 FT (0.6 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8614 ***********************************************************************
 AJ8614  DESIGNATION -  4508 Y
 AJ8614  PID         -  AJ8614
 AJ8614  STATE/COUNTY-  MN/MARSHALL
 AJ8614  COUNTRY     -  US
 AJ8614  USGS QUAD   -  GRYGLA SW (1973)
 AJ8614
 AJ8614                         *CURRENT SURVEY CONTROL
 AJ8614  ______________________________________________________________________
 AJ8614* NAD 83(2007) POSITION- 48 22 01.67866(N) 095 44 36.99269(W)   ADJUSTED  
 AJ8614* NAD 83(2007) ELLIP HT-   327.805 (meters)        (02/10/07)   ADJUSTED
 AJ8614* NAD 83(2007) EPOCH   -  2002.00
 AJ8614* NAVD 88 ORTHO HEIGHT -   355.034  (meters)    1164.81  (feet) ADJUSTED  
 AJ8614  ______________________________________________________________________
 AJ8614  NAD 83(2007) X  -   -424,878.334 (meters)                     COMP
 AJ8614  NAD 83(2007) Y  - -4,224,197.123 (meters)                     COMP
 AJ8614  NAD 83(2007) Z  -  4,744,339.834 (meters)                     COMP
 AJ8614  LAPLACE CORR    -         -3.91  (seconds)                    DEFLEC09
 AJ8614  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AJ8614  DYNAMIC HEIGHT  -        355.118 (meters)     1165.08  (feet) COMP
 AJ8614  MODELED GRAVITY -    980,838.9   (mgal)                       NAVD 88
 AJ8614
 AJ8614  VERT ORDER      -  SECOND    CLASS I
 AJ8614
 AJ8614  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8614  Type                                         Horiz  Ellip  Dist(km)
 AJ8614  -------------------------------------------------------------------
 AJ8614  NETWORK                                       0.71   0.61
 AJ8614  -------------------------------------------------------------------
 AJ8614  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.66   0.47      2.72
 AJ8614  -------------------------------------------------------------------
 AJ8614  NOTE: Click here for information on individual local accuracy
 AJ8614  values and other accuracy information.
 AJ8614
 AJ8614
 AJ8614.The horizontal coordinates were established by GPS observations
 AJ8614.and adjusted by the National Geodetic Survey in February 2007.
 AJ8614
 AJ8614.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8614.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8614
 AJ8614.The horizontal coordinates are valid at the epoch date displayed above
 AJ8614.which is a decimal equivalence of Year/Month/Day.
 AJ8614
 AJ8614.The orthometric height was determined by differential leveling and
 AJ8614.adjusted in April 2004.
 AJ8614
 AJ8614.Photographs are available for this station.
 AJ8614
 AJ8614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8614
 AJ8614.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8614
 AJ8614.The ellipsoidal height was determined by GPS observations
 AJ8614.and is referenced to NAD 83.
 AJ8614
 AJ8614.The dynamic height is computed by dividing the NAVD 88
 AJ8614.geopotential number by the normal gravity value computed on the
 AJ8614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8614.degrees latitude (g = 980.6199 gals.).
 AJ8614
 AJ8614.The modeled gravity was interpolated from observed gravity values.
 AJ8614
 AJ8614. The following values were computed from the NAD 83(2007) position.
 AJ8614
 AJ8614;                    North         East     Units Scale Factor Converg.
 AJ8614;SPC MN N     -   310,929.445   604,172.299   MT  0.99994589   -1 57 34.2
 AJ8614;SPC MN N     - 1,020,107.69  1,982,188.62   sFT  0.99994589   -1 57 34.2
 AJ8614;UTM  15      - 5,360,744.345   296,804.435   MT  1.00010732   -2 03 04.7
 AJ8614
 AJ8614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8614!SPC MN N     -   0.99994863  x   0.99994589  =   0.99989452
 AJ8614!UTM  15      -   0.99994863  x   1.00010732  =   1.00005594
 AJ8614
 AJ8614                          SUPERSEDED SURVEY CONTROL
 AJ8614
 AJ8614  NAD 83(1996)-  48 22 01.67881(N)    095 44 36.99281(W) AD(       ) 1
 AJ8614  ELLIP H (03/29/02)  327.798  (m)                       GP(       ) 4 1
 AJ8614  NAVD 88 (07/11/08)  355.0    (m)  GEOID03 model used   GPS OBS        
 AJ8614  NAVD 88 (03/29/02)  355.04   (m)         1164.8    (f) LEVELING    3  
 AJ8614
 AJ8614.Superseded values are not recommended for survey control.
 AJ8614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8614.See file dsdata.txt to determine how the superseded data were derived.
 AJ8614
 AJ8614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9680460744(NAD 83)
 AJ8614
 AJ8614_MARKER: DD = SURVEY DISK
 AJ8614_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ8614+WITH SETTING: INFORMATION.
 AJ8614_STAMPING: 4508 Y 1998
 AJ8614_MARK LOGO: MNDT  
 AJ8614_PROJECTION: FLUSH
 AJ8614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ8614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8614+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 AJ8614_ROD/PIPE-DEPTH:  3.0 meters
 AJ8614
 AJ8614  HISTORY     - Date     Condition        Report By
 AJ8614  HISTORY     - 1998     MONUMENTED       MNDT
 AJ8614  HISTORY     - 20070710 GOOD             MNDT
 AJ8614
 AJ8614                          STATION DESCRIPTION
 AJ8614
 AJ8614'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8614'7.0 MI (11.3 KM) NW OF GRYGLA, 4.40 MI (7.08 KM) NORTH ALONG TH 89
 AJ8614'FROM JCT OF TH 89 AND TH 219 (6.0 MI WEST OF GRYGLA) TO TH 89 MP 91.3,
 AJ8614'THEN 0.05 MI (0.08 KM) NW ON CO RD 145, 32.0 FT (9.8 M) SW OF CO RD
 AJ8614'145, 3.5 FT (1.1 M) SE OF R/W POST, 2.3 FT (0.7 M) NW OF WIT POST.
 AJ8614
 AJ8614                          STATION RECOVERY (2007)
 AJ8614
 AJ8614'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 AJ8614'7 MILES NORTHWEST OF GRYGLA, 4.4 MILES NORTH ALONG TRUNK HIGHWAY 89
 AJ8614'FROM THE JUNCTION OF TRUNK HIGHWAY 89 AND TRUNK HIGHWAY 219 (6 MILES
 AJ8614'WEST OF GRYGLA) TO TRUNK HIGHWAY 89 MILEPOINT 91.3THEN 0.05 MILE
 AJ8614'NORTHWEST ON COUNTY ROAD 145, 32 FEET SOUTHWEST OF COUNTY ROAD 145,
 AJ8614'3.5 FEET SOUTHEAST OF RIGHT OF WAY POST, 2.3 FEET NORTHWEST OF WITNESS
 AJ8614'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6154 ***********************************************************************
 DG6154  DESIGNATION -  4508 Z
 DG6154  PID         -  DG6154
 DG6154  STATE/COUNTY-  MN/MARSHALL
 DG6154  COUNTRY     -  US
 DG6154  USGS QUAD   -  GRYGLA SW (1973)
 DG6154
 DG6154                         *CURRENT SURVEY CONTROL
 DG6154  ______________________________________________________________________
 DG6154* NAD 83(1986) POSITION- 48 18 13.6    (N) 095 44 37.0    (W)   HD_HELD2  
 DG6154* NAVD 88 ORTHO HEIGHT -   354.709  (meters)    1163.74  (feet) ADJUSTED  
 DG6154  ______________________________________________________________________
 DG6154  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 DG6154  DYNAMIC HEIGHT  -        354.788 (meters)     1164.00  (feet) COMP
 DG6154  MODELED GRAVITY -    980,822.3   (mgal)                       NAVD 88
 DG6154
 DG6154  VERT ORDER      -  SECOND    CLASS I
 DG6154
 DG6154.The horizontal coordinates were established by autonomous hand held GPS
 DG6154.observations and have an estimated accuracy of +/- 10 meters.
 DG6154.
 DG6154.The orthometric height was determined by differential leveling and
 DG6154.adjusted in February 2005.
 DG6154
 DG6154.The dynamic height is computed by dividing the NAVD 88
 DG6154.geopotential number by the normal gravity value computed on the
 DG6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6154.degrees latitude (g = 980.6199 gals.).
 DG6154
 DG6154.The modeled gravity was interpolated from observed gravity values.
 DG6154
 DG6154;                    North         East    Units  Estimated Accuracy
 DG6154;SPC MN N     -   303,889.      603,931.      MT  (+/- 10 meters HH2 GPS)
 DG6154
 DG6154                          SUPERSEDED SURVEY CONTROL
 DG6154
 DG6154.No superseded survey control is available for this station.
 DG6154
 DG6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9655253703(NAD 83)
 DG6154
 DG6154_MARKER: DD = SURVEY DISK
 DG6154_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6154_STAMPING: 4508 Z 2003
 DG6154_MARK LOGO: MNDT  
 DG6154_PROJECTION: FLUSH
 DG6154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6154+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG6154_ROD/PIPE-DEPTH:  4.6 meters
 DG6154
 DG6154  HISTORY     - Date     Condition        Report By
 DG6154  HISTORY     - 2003     MONUMENTED       MNDT
 DG6154
 DG6154                          STATION DESCRIPTION
 DG6154
 DG6154'DESCRIBED BY MN DEPT OF TRANSP 2003 (DJS)
 DG6154'THE MARK IS LOCATED 6.0 MI (9.7 KM) WEST OF GRYGLA, AT JCT OF TH 89
 DG6154'AND TH 219, AT TH 89 MP 86.85, 58.1 FT (17.7 M) WEST OF TH 89, 55.8 FT
 DG6154'(17.0 M) NORTH OF CABLE PEDESTAL, 43.3 FT (13.2 M) NE OF NE COR OF
 DG6154'BUILDING, 7.2 FT (2.2 M) WEST OF WIT POST.  THE MARK, A STANDARD MNDT
 DG6154'GEODETIC CONTROL MARK DISK SET ON TOP OF A 15 FT (4.6 M) DRIVEN
 DG6154'ALUMINUM ROD WITH A 3 FT (0.9 M) STABILIZER FIN IS, FLUSH, MAGNETIC,
 DG6154'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1464 ***********************************************************************
 RN1464  WATER LEVEL -  This is a Water Level Survey Control Monument.
 RN1464  DESIGNATION -  451
 RN1464  PID         -  RN1464
 RN1464  STATE/COUNTY-  MN/ST LOUIS
 RN1464  COUNTRY     -  US
 RN1464  USGS QUAD   -  DULUTH (1993)
 RN1464
 RN1464                         *CURRENT SURVEY CONTROL
 RN1464  ______________________________________________________________________
 RN1464* NAD 83(1996) POSITION- 46 46 29.77294(N) 092 05 37.81260(W)   ADJUSTED  
 RN1464* NAVD 88 ORTHO HEIGHT -   184.374  (meters)     604.90  (feet) ADJUSTED  
 RN1464  ______________________________________________________________________
 RN1464  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC09
 RN1464  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 RN1464  DYNAMIC HEIGHT  -        184.400 (meters)      604.99  (feet) COMP
 RN1464  MODELED GRAVITY -    980,748.4   (mgal)                       NAVD 88
 RN1464
 RN1464  HORZ ORDER      -  SECOND
 RN1464  VERT ORDER      -  FIRST     CLASS II
 RN1464
 RN1464.The horizontal coordinates were established by classical geodetic methods
 RN1464.and adjusted by the National Geodetic Survey in March 1999.
 RN1464.
 RN1464.The orthometric height was determined by differential leveling and
 RN1464.adjusted in July 1999.
 RN1464
 RN1464.No vertical observational check was made to the station.
 RN1464
 RN1464.This Water Level Mark is designated as VM 13391
 RN1464.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 RN1464
 RN1464.Photographs are available for this station.
 RN1464
 RN1464.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1464
 RN1464.The dynamic height is computed by dividing the NAVD 88
 RN1464.geopotential number by the normal gravity value computed on the
 RN1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1464.degrees latitude (g = 980.6199 gals.).
 RN1464
 RN1464.The modeled gravity was interpolated from observed gravity values.
 RN1464
 RN1464. The following values were computed from the NAD 83(1996) position.
 RN1464
 RN1464;                    North         East     Units Scale Factor Converg.
 RN1464;SPC MN N     -   131,066.850   876,848.887   MT  1.00007243   +0 44 44.8
 RN1464;SPC MN N     -   430,008.49  2,876,795.06   sFT  1.00007243   +0 44 44.8
 RN1464;SPC MN C     -   299,522.287   964,648.163   MT  0.99995150   +1 33 35.1
 RN1464;SPC MN C     -   982,682.70  3,164,849.85   sFT  0.99995150   +1 33 35.1
 RN1464;SPC WI N     -   180,865.290   440,101.950   MT  1.00000152   -1 30 37.6
 RN1464;SPC WI N     -   593,388.87  1,443,901.15   sFT  1.00000152   -1 30 37.6
 RN1464;UTM  15      - 5,180,552.803   569,180.155   MT  0.99965882   +0 39 37.1
 RN1464
 RN1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1464!SPC MN N     -   0.99997552  x   1.00007243  =   1.00004795
 RN1464!SPC MN C     -   0.99997552  x   0.99995150  =   0.99992702
 RN1464!SPC WI N     -   0.99997552  x   1.00000152  =   0.99997704
 RN1464!UTM  15      -   0.99997552  x   0.99965882  =   0.99963435
 RN1464
 RN1464:                Primary Azimuth Mark                     Grid Az
 RN1464:SPC MN N     -  DULUTH GENERAL ELEVATOR FLAG             245 31 18.6
 RN1464:SPC MN C     -  DULUTH GENERAL ELEVATOR FLAG             244 42 28.3
 RN1464:SPC WI N     -  DULUTH GENERAL ELEVATOR FLAG             247 46 41.0
 RN1464:UTM  15      -  DULUTH GENERAL ELEVATOR FLAG             245 36 26.3
 RN1464
 RN1464|---------------------------------------------------------------------|
 RN1464| PID    Reference Object                     Distance      Geod. Az  |
 RN1464|                                                           dddmmss.s |
 RN1464| RN1450 DULUTH PV ELEVATOR FLAGSTAFF        APPROX. 1.7 KM 1961737.0 |
 RN1464| RN1443 DULUTH GENERAL ELEVATOR FLAG        APPROX. 1.4 KM 2461603.4 |
 RN1464| RN1433 DULUTH ENGER MEMORIAL TOWER         APPROX. 2.4 KM 2730822.3 |
 RN1464| RN1449 DULUTH CENTRAL HS CUPOLA SPIRE      APPROX. 1.6 KM 3425208.6 |
 RN1464|---------------------------------------------------------------------|
 RN1464
 RN1464                          SUPERSEDED SURVEY CONTROL
 RN1464
 RN1464  NAD 83(1991)-  46 46 29.77335(N)    092 05 37.81227(W) AD(       ) 2
 RN1464  NAD 83(1986)-  46 46 29.76825(N)    092 05 37.81124(W) AD(       ) 2
 RN1464  NAD 27      -  46 46 29.98556(N)    092 05 37.12623(W) AD(       ) 2
 RN1464  NGVD 29 (07/19/86)  184.3    (m)          605.     (f) VERT ANG       
 RN1464
 RN1464.Superseded values are not recommended for survey control.
 RN1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1464.See file dsdata.txt to determine how the superseded data were derived.
 RN1464
 RN1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6918080552(NAD 83)
 RN1464
 RN1464_MARKER: DB = BENCH MARK DISK
 RN1464_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RN1464_SP_SET: CONCRETE SLAB
 RN1464_STAMPING: 451
 RN1464_MARK LOGO: USACE 
 RN1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 RN1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RN1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1464+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2008
 RN1464
 RN1464  HISTORY     - Date     Condition        Report By
 RN1464  HISTORY     - UNK      MONUMENTED       MNDT
 RN1464  HISTORY     - 1974     GOOD             MNDT
 RN1464  HISTORY     - 19940917 GOOD             NOS
 RN1464  HISTORY     - 19970616 GOOD             MNDT
 RN1464  HISTORY     - 20010909 GOOD             USPSQD
 RN1464  HISTORY     - 20050714 GOOD             NGS
 RN1464  HISTORY     - 20081112 GOOD             MNDT
 RN1464
 RN1464                          STATION DESCRIPTION
 RN1464
 RN1464'DESCRIBED BY MN DEPT OF TRANSP 1974 (DKH)
 RN1464'THE STATION IS LOCATED IN THE NE 1/4 OF SECTION 34, T50N, R14W IN
 RN1464'THE NORTHWEST CORNER OF THE CORPS OF ENGINEERS SOUTH DOCK BETWEEN
 RN1464'9TH AND 10TH STREETS ON MINNESOTA POINT.
 RN1464'
 RN1464'THE STATION MARK IS A U.S. CORP OF ENGINEERS BRONZE DISK STAMPED
 RN1464'451, IMBEDDED IN THE CONCRETE AT THE NORTHWEST CORNER OF THE SOUTH
 RN1464'DOCK, U.S. VESSEL YARD ON DULUTH HARBOR BASIN.  THE MARK IS 2.89
 RN1464'FEET SOUTH-SOUTHWEST OF THE NORTH-NORTHEAST CORNER AND 2.85 FEET
 RN1464'EAST-NORTHEAST OF THE NORTH-NORTHWEST CORNER OF DOCK.
 RN1464'
 RN1464'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RN1464
 RN1464                          STATION RECOVERY (1994)
 RN1464
 RN1464'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RN1464'RECOVERED AS DESCRIBED.
 RN1464
 RN1464                          STATION RECOVERY (1997)
 RN1464
 RN1464'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 RN1464'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RN1464
 RN1464                          STATION RECOVERY (2001)
 RN1464
 RN1464'RECOVERY NOTE BY US POWER SQUADRON 2001 (VO)
 RN1464'RECOVERED IN GOOD CONDITION.
 RN1464
 RN1464                          STATION RECOVERY (2005)
 RN1464
 RN1464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RN1464'TO ACCESS MARK GO SSE ON LAKE AVE., OVER LIFT BRIDGE, TO 9TH ST.,
 RN1464'THENCE WSW (RIGHT) TO USE (COE) FACILITY AT 9TH ST. AND MINNESOTA ST.
 RN1464' 
 RN1464'SOUTH DOCK IS SSE OF TWO DOCKS AND EXTENDS WSW INTO DULUTH HARBOR
 RN1464'BASIN.
 RN1464
 RN1464                          STATION RECOVERY (2008)
 RN1464
 RN1464'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (JB)
 RN1464'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) EAST-NORTHEAST OF WEST
 RN1464'DULUTH, 2.6 MI (4.2 KM) SOUTHEAST OF DULUTH HEIGHTS AND 0.8 MI (1.3
 RN1464'KM) SOUTHEAST OF DULUTH.
 RN1464' 
 RN1464'TO REACH TO THE MARK IN DULUTH, ON MINNESOTA POINT, IN NORTHWEST
 RN1464'CORNER OF SOUTH DOCK BETWEEN NINTH AND 10TH STREETS, AT CORPS OF
 RN1464'ENGINEERS VESSEL YARD ON DULUTH HARBOR BASIN, 2.89 FT (0.9 M)
 RN1464'SOUTH-SOUTHWEST OF NORTH-NORTHEAST CORNER OF DOCK, 2.85 FT (0.9 M)
 RN1464'EAST-NORTHEAST OF NORTH-NORTHWEST CORNER OF DOCK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8287 ***********************************************************************
 AE8287  WATER LEVEL -  This is a Water Level Survey Control Monument.
 AE8287  DESIGNATION -  451 A
 AE8287  PID         -  AE8287
 AE8287  STATE/COUNTY-  MN/ST LOUIS
 AE8287  COUNTRY     -  US
 AE8287  USGS QUAD   -  DULUTH (1993)
 AE8287
 AE8287                         *CURRENT SURVEY CONTROL
 AE8287  ______________________________________________________________________
 AE8287* NAD 83(1986) POSITION- 46 46 31.6    (N) 092 05 32.1    (W)   HD_HELD2  
 AE8287* NAVD 88 ORTHO HEIGHT -   184.379  (meters)     604.92  (feet) ADJUSTED  
 AE8287  ______________________________________________________________________
 AE8287  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 AE8287  DYNAMIC HEIGHT  -        184.405 (meters)      605.00  (feet) COMP
 AE8287  MODELED GRAVITY -    980,748.7   (mgal)                       NAVD 88
 AE8287
 AE8287  VERT ORDER      -  FIRST     CLASS II
 AE8287
 AE8287.The horizontal coordinates were established by autonomous hand held GPS
 AE8287.observations and have an estimated accuracy of +/- 10 meters.
 AE8287.
 AE8287.The orthometric height was determined by differential leveling and
 AE8287.adjusted in July 1999.
 AE8287
 AE8287.No vertical observational check was made to the station.
 AE8287
 AE8287.This Water Level Mark is designated as VM 13386
 AE8287.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AE8287
 AE8287.The dynamic height is computed by dividing the NAVD 88
 AE8287.geopotential number by the normal gravity value computed on the
 AE8287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8287.degrees latitude (g = 980.6199 gals.).
 AE8287
 AE8287.The modeled gravity was interpolated from observed gravity values.
 AE8287
 AE8287;                    North         East    Units  Estimated Accuracy
 AE8287;SPC MN N     -   131,125.      876,969.      MT  (+/- 10 meters HH2 GPS)
 AE8287
 AE8287                          SUPERSEDED SURVEY CONTROL
 AE8287
 AE8287.No superseded survey control is available for this station.
 AE8287
 AE8287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6930080610(NAD 83)
 AE8287
 AE8287_MARKER: DS = TRIANGULATION STATION DISK
 AE8287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE8287_SP_SET: BULKHEAD
 AE8287_STAMPING: 451 A
 AE8287_MARK LOGO: USE   
 AE8287_PROJECTION: FLUSH
 AE8287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8287+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 AE8287
 AE8287  HISTORY     - Date     Condition        Report By
 AE8287  HISTORY     - UNK      MONUMENTED       USE
 AE8287  HISTORY     - 19940917 GOOD             NOS
 AE8287  HISTORY     - 19950828 GOOD             NOS
 AE8287  HISTORY     - 19970616 GOOD             MNDT
 AE8287  HISTORY     - 20010909 GOOD             USPSQD
 AE8287  HISTORY     - 20050714 GOOD             NGS
 AE8287
 AE8287                          STATION DESCRIPTION
 AE8287
 AE8287'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8287'A TRIANGULATION MARK ESTABLISHED BY THE U.S.  ENGINEER OFFICE, DULUTH,
 AE8287'IS AT DULUTH, ST.  LOUIS COUNTY, MINESOTA, ON MINNESOTA POINT, AT THE
 AE8287'CORPS OF ENGINEERS VESSEL YARD, 80.0 FEET (24.4 M) SOUTH OF FLAG POLE,
 AE8287'33.2 FEET (10.1 M) NORTHWEST OF WEST CORNER OF WAREHOUSE BUILDING, 2.8
 AE8287'FEET (0.9 M) FROM SOUTHEAST CORNER OF INNER END OF BOATSLIP, BEING
 AE8287'HIGHEST POINT OVER CENTER OF BRONZE DISC SET IN THE CONCRETE.
 AE8287
 AE8287                          STATION RECOVERY (1995)
 AE8287
 AE8287'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8287'A TRIANGULATION MARK ESTABLISHED BY THE U.S. ENGINEER OFFICE, DULUTH,
 AE8287'IS AT DULUTH, ST.  LOUIS COUNTY, MINESOTA, ON MINNESOTA POINT, AT THE
 AE8287'CORPS OF ENGINEERS VESSEL YARD, 80.0 FEET (24.4 M) SOUTH OF FLAG POLE,
 AE8287'33.2 FEET (10.1 M) NORTHWEST OF WEST CORNER OF WAREHOUSE BUILDING, 2.8
 AE8287'FEET (0.9 M) FROM SOUTHEAST CORNER OF INNER END OF BOATSLIP, BEING
 AE8287'HIGHEST POINT OVER CENTER OF BRONZE DISC SET IN THE CONCRETE.
 AE8287
 AE8287                          STATION RECOVERY (1997)
 AE8287
 AE8287'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AE8287'THE MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AE8287
 AE8287                          STATION RECOVERY (2001)
 AE8287
 AE8287'RECOVERY NOTE BY US POWER SQUADRON 2001 (VO)
 AE8287'RECOVERED IN GOOD CONDITION.
 AE8287
 AE8287                          STATION RECOVERY (2005)
 AE8287
 AE8287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AE8287'TO ACCESS MARK GO SSE ON LAKE AVE., OVER LIFT BRIDGE, TO 9TH ST.,
 AE8287'THENCE WSW (RIGHT) TO USE (COE) FACILITY AT 9TH ST. AND MINNESOTA ST.
 AE8287' 
 AE8287'SOUTH DOCK IS SSE OF TWO DOCKS AND EXTENDS WSW ('WEST' ON PREVIOUS
 AE8287'DESCRIPTIONS) INTO DULUTH HARBOR BASIN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0721 ***********************************************************************
 TC0721  DESIGNATION -  4510 A
 TC0721  PID         -  TC0721
 TC0721  STATE/COUNTY-  MN/MARSHALL
 TC0721  COUNTRY     -  US
 TC0721  USGS QUAD   -  GOODRIDGE (1972)
 TC0721
 TC0721                         *CURRENT SURVEY CONTROL
 TC0721  ______________________________________________________________________
 TC0721* NAD 83(2007) POSITION- 48 10 47.11567(N) 095 48 34.25505(W)   ADJUSTED  
 TC0721* NAD 83(2007) ELLIP HT-   328.099 (meters)        (02/10/07)   ADJUSTED
 TC0721* NAD 83(2007) EPOCH   -  2002.00
 TC0721* NAVD 88 ORTHO HEIGHT -   355.221  (meters)    1165.42  (feet) ADJUSTED  
 TC0721  ______________________________________________________________________
 TC0721  NAD 83(2007) X  -   -431,311.187 (meters)                     COMP
 TC0721  NAD 83(2007) Y  - -4,239,177.007 (meters)                     COMP
 TC0721  NAD 83(2007) Z  -  4,730,471.607 (meters)                     COMP
 TC0721  LAPLACE CORR    -         -2.35  (seconds)                    DEFLEC09
 TC0721  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 TC0721  DYNAMIC HEIGHT  -        355.297 (meters)     1165.67  (feet) COMP
 TC0721  MODELED GRAVITY -    980,817.1   (mgal)                       NAVD 88
 TC0721
 TC0721  VERT ORDER      -  SECOND    CLASS I
 TC0721
 TC0721  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC0721  Type                                         Horiz  Ellip  Dist(km)
 TC0721  -------------------------------------------------------------------
 TC0721  NETWORK                                       0.62   0.57
 TC0721  -------------------------------------------------------------------
 TC0721  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.39      3.19
 TC0721  -------------------------------------------------------------------
 TC0721  NOTE: Click here for information on individual local accuracy
 TC0721  values and other accuracy information.
 TC0721
 TC0721
 TC0721.The horizontal coordinates were established by GPS observations
 TC0721.and adjusted by the National Geodetic Survey in February 2007.
 TC0721
 TC0721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC0721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC0721
 TC0721.The horizontal coordinates are valid at the epoch date displayed above
 TC0721.which is a decimal equivalence of Year/Month/Day.
 TC0721
 TC0721.The orthometric height was determined by differential leveling and
 TC0721.adjusted in April 2004.
 TC0721
 TC0721.Photographs are available for this station.
 TC0721
 TC0721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0721
 TC0721.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC0721
 TC0721.The ellipsoidal height was determined by GPS observations
 TC0721.and is referenced to NAD 83.
 TC0721
 TC0721.The dynamic height is computed by dividing the NAVD 88
 TC0721.geopotential number by the normal gravity value computed on the
 TC0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0721.degrees latitude (g = 980.6199 gals.).
 TC0721
 TC0721.The modeled gravity was interpolated from observed gravity values.
 TC0721
 TC0721. The following values were computed from the NAD 83(2007) position.
 TC0721
 TC0721;                    North         East     Units Scale Factor Converg.
 TC0721;SPC MN N     -   290,277.010   598,562.074   MT  0.99992086   -2 00 30.0
 TC0721;SPC MN N     -   952,350.49  1,963,782.40   sFT  0.99992086   -2 00 30.0
 TC0721;UTM  15      - 5,340,096.749   291,161.061   MT  1.00013592   -2 05 40.3
 TC0721
 TC0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0721!SPC MN N     -   0.99994858  x   0.99992086  =   0.99986944
 TC0721!UTM  15      -   0.99994858  x   1.00013592  =   1.00008449
 TC0721
 TC0721:                Primary Azimuth Mark                     Grid Az
 TC0721:SPC MN N     -  4510 B                                   002 18 48.2
 TC0721:UTM  15      -  4510 B                                   002 23 58.5
 TC0721
 TC0721|---------------------------------------------------------------------|
 TC0721| PID    Reference Object                     Distance      Geod. Az  |
 TC0721|                                                           dddmmss.s |
 TC0721| TC0720 4510 B                              APPROX. 1.7 KM 0001818.2 |
 TC0721|---------------------------------------------------------------------|
 TC0721
 TC0721                          SUPERSEDED SURVEY CONTROL
 TC0721
 TC0721  NAD 83(1996)-  48 10 47.11559(N)    095 48 34.25480(W) AD(       ) 1
 TC0721  ELLIP H (03/29/02)  328.088  (m)                       GP(       ) 4 1
 TC0721  NAD 83(1996)-  48 10 47.11496(N)    095 48 34.25456(W) AD(       ) 3
 TC0721  NAD 83(1986)-  48 10 47.10869(N)    095 48 34.25007(W) AD(       ) 3
 TC0721  NAD 27      -  48 10 47.23821(N)    095 48 33.20134(W) AD(       ) 3
 TC0721  NAVD 88 (07/11/08)  355.2    (m)  GEOID03 model used   GPS OBS        
 TC0721  NAVD 88 (03/29/02)  355.22   (m)         1165.4    (f) LEVELING    3  
 TC0721  NGVD 29 (07/19/86)  354.78   (m)         1164.0    (f) LEVELING    3  
 TC0721
 TC0721.Superseded values are not recommended for survey control.
 TC0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0721.See file dsdata.txt to determine how the superseded data were derived.
 TC0721
 TC0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9116140096(NAD 83)
 TC0721
 TC0721_MARKER: DB = BENCH MARK DISK
 TC0721_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 TC0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TC0721_STAMPING: 4510 A 1954
 TC0721_MARK LOGO: MNHD  
 TC0721_PROJECTION: PROJECTING 15 CENTIMETERS
 TC0721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 TC0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0721+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 TC0721
 TC0721  HISTORY     - Date     Condition        Report By
 TC0721  HISTORY     - 1954     MONUMENTED       MNHD
 TC0721  HISTORY     - 19980401 GOOD             MNDT
 TC0721  HISTORY     - 20070710 GOOD             MNDT
 TC0721
 TC0721                          STATION DESCRIPTION
 TC0721
 TC0721'DESCRIBED BY MN HIGHWAY DEPT 1954 (DKH)
 TC0721'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTH OF THE TOWN OF
 TC0721'GOODRIDGE, IN THE SE 1/4 OF SECTION 5, T154N, R40W, IN THE NORTHWEST
 TC0721'QUADRANT OF THE INTERSECTION OF A GRAVEL ROAD AND TRUNK HIGHWAY 219,
 TC0721'AT TRUNK HIGHWAY 219 MILEPOINT 4.0, 1/2 MILE NORTH OF THE
 TC0721'PENNINGTON - MARSHALL COUNTY LINE.
 TC0721'
 TC0721'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 TC0721'HIGHWAY 219, 1.5 MILES SOUTH OF GOODRIDGE, GO NORTH ON TRUNK HIGHWAY
 TC0721'219 FOR 4.0 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 TC0721'
 TC0721'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 TC0721'STAMPED---4510A 1954---, IS SET IN THE TOP OF A 5 INCH ROUND
 TC0721'REINFORCED CONCRETE MONUMENT THAT PROJECTS 0.8 FOOT ABOVE THE SURFACE
 TC0721'OF THE GROUND.  THE MARK IS 75.0 FEET WEST OF THE CENTERLINE OF TRUNK
 TC0721'HIGHWAY 219, 58 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 9.8 FEET
 TC0721'SOUTH OF AN UNDERGROUND CABLE MARKER, AND 1.4 FEET SOUTH OF A STEEL
 TC0721'WITNESS POST.  THIS MARK IS AN AZIMUTH SIGHT FOR STATION SWALLOW MNDT.
 TC0721
 TC0721                          STATION RECOVERY (1998)
 TC0721
 TC0721'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC0721'THE MARK IS LOCATED ABOUT 4.05 MI (6.52 KM) NORTH ON TH 219 FROM JCT
 TC0721'TH 219 AND TH 1, 2.5 MI (4.0 KM) NORTH ON TH 219 FROM GOODRIDGE, IN NW
 TC0721'QUADRANT OF JCT OF TH 219 AND GRAVEL RD, AT TH 219 MP 4.05, 75 FT
 TC0721'(22.9 M) WEST OF TH 219, 58 FT (17.7 M) NORTH OF GRAVEL RD, 9.8 FT
 TC0721'(3.0 M) SOUTH OF UNDERGROUND CABLE MARKER, 1.4 FT (0.4 M) SOUTH OF WIT
 TC0721'POST,
 TC0721
 TC0721                          STATION RECOVERY (2007)
 TC0721
 TC0721'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 TC0721'4.05 MILES NORTH ON TRUNK HIGHWAY 219 FROM JUNCTION TRUNK HIGHWAY 219
 TC0721'AND TRUNK HIGHWAY 1, 2.5 MILES NORTH ON TRUNK HIGHWAY 219 FROM
 TC0721'GOODRIDGE, IN NORTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 219 AND
 TC0721'GRAVEL ROAD, AT TRUNK HIGHWAY 219 MILEPOINT 4.0, 75 FEET WEST OF TRUNK
 TC0721'HIGHWAY 219, 58 FEET NORTH OF GRAVEL ROAD, 9.8 FEET SOUTH OF
 TC0721'UNDERGROUND CABLE MARKER, 1.4 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TC0720 ***********************************************************************
 TC0720  DESIGNATION -  4510 B
 TC0720  PID         -  TC0720
 TC0720  STATE/COUNTY-  MN/MARSHALL
 TC0720  COUNTRY     -  US
 TC0720  USGS QUAD   -  GOODRIDGE (1972)
 TC0720
 TC0720                         *CURRENT SURVEY CONTROL
 TC0720  ______________________________________________________________________
 TC0720* NAD 83(2007) POSITION- 48 11 43.30463(N) 095 48 33.80759(W)   ADJUSTED  
 TC0720* NAD 83(2007) ELLIP HT-   326.963 (meters)        (02/10/07)   ADJUSTED
 TC0720* NAD 83(2007) EPOCH   -  2002.00
 TC0720* NAVD 88 ORTHO HEIGHT -   354.109  (meters)    1161.77  (feet) ADJUSTED  
 TC0720  ______________________________________________________________________
 TC0720  NAD 83(2007) X  -   -431,170.976 (meters)                     COMP
 TC0720  NAD 83(2007) Y  - -4,237,890.229 (meters)                     COMP
 TC0720  NAD 83(2007) Z  -  4,731,627.882 (meters)                     COMP
 TC0720  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC09
 TC0720  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 TC0720  DYNAMIC HEIGHT  -        354.183 (meters)     1162.02  (feet) COMP
 TC0720  MODELED GRAVITY -    980,810.6   (mgal)                       NAVD 88
 TC0720
 TC0720  VERT ORDER      -  SECOND    CLASS I
 TC0720
 TC0720  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 TC0720  Type                                         Horiz  Ellip  Dist(km)
 TC0720  -------------------------------------------------------------------
 TC0720  NETWORK                                       0.64   0.59
 TC0720  -------------------------------------------------------------------
 TC0720  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.39      3.11
 TC0720  -------------------------------------------------------------------
 TC0720  NOTE: Click here for information on individual local accuracy
 TC0720  values and other accuracy information.
 TC0720
 TC0720
 TC0720.The horizontal coordinates were established by GPS observations
 TC0720.and adjusted by the National Geodetic Survey in February 2007.
 TC0720
 TC0720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TC0720.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TC0720
 TC0720.The horizontal coordinates are valid at the epoch date displayed above
 TC0720.which is a decimal equivalence of Year/Month/Day.
 TC0720
 TC0720.The orthometric height was determined by differential leveling and
 TC0720.adjusted in April 2004.
 TC0720
 TC0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TC0720
 TC0720.The Laplace correction was computed from DEFLEC09 derived deflections.
 TC0720
 TC0720.The ellipsoidal height was determined by GPS observations
 TC0720.and is referenced to NAD 83.
 TC0720
 TC0720.The dynamic height is computed by dividing the NAVD 88
 TC0720.geopotential number by the normal gravity value computed on the
 TC0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TC0720.degrees latitude (g = 980.6199 gals.).
 TC0720
 TC0720.The modeled gravity was interpolated from observed gravity values.
 TC0720
 TC0720. The following values were computed from the NAD 83(2007) position.
 TC0720
 TC0720;                    North         East     Units Scale Factor Converg.
 TC0720;SPC MN N     -   292,011.005   598,632.125   MT  0.99992254   -2 00 29.7
 TC0720;SPC MN N     -   958,039.44  1,964,012.23   sFT  0.99992254   -2 00 29.7
 TC0720;UTM  15      - 5,341,831.008   291,233.743   MT  1.00013554   -2 05 41.8
 TC0720
 TC0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TC0720!SPC MN N     -   0.99994876  x   0.99992254  =   0.99987130
 TC0720!UTM  15      -   0.99994876  x   1.00013554  =   1.00008429
 TC0720
 TC0720:                Primary Azimuth Mark                     Grid Az
 TC0720:SPC MN N     -  4510 A                                   182 18 48.2
 TC0720:UTM  15      -  4510 A                                   182 24 00.3
 TC0720
 TC0720|---------------------------------------------------------------------|
 TC0720| PID    Reference Object                     Distance      Geod. Az  |
 TC0720|                                                           dddmmss.s |
 TC0720| TC0721 4510 A                              APPROX. 1.7 KM 1801818.5 |
 TC0720|---------------------------------------------------------------------|
 TC0720
 TC0720                          SUPERSEDED SURVEY CONTROL
 TC0720
 TC0720  NAD 83(1996)-  48 11 43.30455(N)    095 48 33.80733(W) AD(       ) 1
 TC0720  ELLIP H (03/29/02)  326.952  (m)                       GP(       ) 4 1
 TC0720  NAD 83(1996)-  48 11 43.30472(N)    095 48 33.80699(W) AD(       ) 3
 TC0720  NAD 83(1986)-  48 11 43.29839(N)    095 48 33.80268(W) AD(       ) 3
 TC0720  NAD 27      -  48 11 43.42742(N)    095 48 32.75632(W) AD(       ) 3
 TC0720  NAVD 88 (03/29/02)  354.11   (m)         1161.8    (f) LEVELING    3  
 TC0720  NGVD 29 (07/19/86)  353.66   (m)         1160.3    (f) LEVELING    3  
 TC0720
 TC0720.Superseded values are not recommended for survey control.
 TC0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TC0720.See file dsdata.txt to determine how the superseded data were derived.
 TC0720
 TC0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9123341831(NAD 83)
 TC0720
 TC0720_MARKER: DB = BENCH MARK DISK
 TC0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TC0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TC0720_STAMPING: 4510 B 1954
 TC0720_MARK LOGO: MNDT  
 TC0720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 TC0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TC0720+STABILITY: SURFACE MOTION
 TC0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TC0720+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 TC0720
 TC0720  HISTORY     - Date     Condition        Report By
 TC0720  HISTORY     - 1954     MONUMENTED       MNDT
 TC0720  HISTORY     - 19980401 GOOD             MNDT
 TC0720
 TC0720                          STATION DESCRIPTION
 TC0720
 TC0720'DESCRIBED BY MN DEPT OF TRANSP 1954 (DKH)
 TC0720'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF
 TC0720'GOODRIDGE, IN THE SE 1/4 OF SECTION 32, T155N, R40W, IN THE NORTHWEST
 TC0720'QUADRANT OF THE INTERSECTION OF A GRAVEL ROAD AND TRUNK HIGHWAY 219.
 TC0720'
 TC0720'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 1 AND TRUNK
 TC0720'HIGHWAY 219, 1.5 MILES SOUTH OF GOODRIDGE, GO NORTH ON TRUNK HIGHWAY
 TC0720'219 FOR 5.15 MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 TC0720'
 TC0720'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK
 TC0720'STAMPED---4510B 1954---, IS SET IN THE TOP OF A 5 INCH ROUND
 TC0720'REINFORCED CONCRETE MONUMENT THAT PROJECTS 0.3 FOOT ABOVE THE SURFACE
 TC0720'OF THE GROUND.  THE MARK IS 75.5 FEET WEST OF THE CENTERLINE OF TRUNK
 TC0720'HIGHWAY 219 AT MILEPOINT 5.1, 131 FEET NORTH OF THE CENTER OF THE
 TC0720'GRAVEL ROAD, 81.6 FEET NORTH OF AN UNDERGROUND CABLE MARKER, 42.7 FEET
 TC0720'SOUTH OF A RIGHT-OF-WAY POST, AND 0.3 FOOT NORTH OF A STEEL WITNESS
 TC0720'POST.
 TC0720'
 TC0720'A STEEL ROD SET IN THE CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 TC0720'
 TC0720'BENCH MARK 4510B IS AN AZIMUTH SIGHT FOR STATION SPELIE MNDT.
 TC0720
 TC0720                          STATION RECOVERY (1998)
 TC0720
 TC0720'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 TC0720'THE MARK IS LOCATED ABOUT 5.1 MI (8.2 KM) NORTH ON TH TH 219 FROM JCT
 TC0720'TH 219 AND TH 1, 3.5 MI (5.6 KM) NORTH ON TH 219 FROM GOODRIDGE, IN NW
 TC0720'QUADRANT OF JCT OF TH 219 AND CO RD 2 WEST, 75.5 FT (23.0 M) WEST OF
 TC0720'TH 219, AT TH 219 MP 5.1, 131 FT (39.9 M) NORTH OF CO RD 2, 81 .6 FT
 TC0720'(18.3 CM) NORTH OF UNDERGROUND CABLE MARKER, 40.8 FT (12.4 M) NORTH OF
 TC0720'P-POLE, 0.3 FT (9.1 CM) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7869 ***********************************************************************
 DE7869  DESIGNATION -  4510 D
 DE7869  PID         -  DE7869
 DE7869  STATE/COUNTY-  MN/MARSHALL
 DE7869  COUNTRY     -  US
 DE7869  USGS QUAD   -  GOODRIDGE (1972)
 DE7869
 DE7869                         *CURRENT SURVEY CONTROL
 DE7869  ______________________________________________________________________
 DE7869* NAD 83(1986) POSITION- 48 13 22.2    (N) 095 48 32.6    (W)   HD_HELD2  
 DE7869* NAVD 88 ORTHO HEIGHT -   355.324  (meters)    1165.76  (feet) ADJUSTED  
 DE7869  ______________________________________________________________________
 DE7869  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DE7869  DYNAMIC HEIGHT  -        355.399 (meters)     1166.00  (feet) COMP
 DE7869  MODELED GRAVITY -    980,812.9   (mgal)                       NAVD 88
 DE7869
 DE7869  VERT ORDER      -  SECOND    CLASS I
 DE7869
 DE7869.The horizontal coordinates were established by autonomous hand held GPS
 DE7869.observations and have an estimated accuracy of +/- 10 meters.
 DE7869.
 DE7869.The orthometric height was determined by differential leveling and
 DE7869.adjusted in April 2004.
 DE7869
 DE7869.The dynamic height is computed by dividing the NAVD 88
 DE7869.geopotential number by the normal gravity value computed on the
 DE7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7869.degrees latitude (g = 980.6199 gals.).
 DE7869
 DE7869.The modeled gravity was interpolated from observed gravity values.
 DE7869
 DE7869;                    North         East    Units  Estimated Accuracy
 DE7869;SPC MN N     -   295,063.      598,764.      MT  (+/- 10 meters HH2 GPS)
 DE7869
 DE7869                          SUPERSEDED SURVEY CONTROL
 DE7869
 DE7869.No superseded survey control is available for this station.
 DE7869
 DE7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9137044883(NAD 83)
 DE7869
 DE7869_MARKER: DB = BENCH MARK DISK
 DE7869_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7869_SP_SET: BRIDGE WINGWALL
 DE7869_STAMPING: 4510 D 1954
 DE7869_MARK LOGO: MNDT  
 DE7869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7869+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 DE7869
 DE7869  HISTORY     - Date     Condition        Report By
 DE7869  HISTORY     - 1954     MONUMENTED       MNDT
 DE7869  HISTORY     - 19980328 GOOD             MNDT
 DE7869
 DE7869                          STATION DESCRIPTION
 DE7869
 DE7869'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7869'THE MARK IS LOCATED ABOUT 5.8 MI (9.3 KM) NORTH ON TH 219 FROM
 DE7869'GOODRIDGE, IN SE WINGWALL OF TH 219 BRDG 6 911, AT TH 219 MP 6.99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7868 ***********************************************************************
 DE7868  DESIGNATION -  4510 F
 DE7868  PID         -  DE7868
 DE7868  STATE/COUNTY-  MN/MARSHALL
 DE7868  COUNTRY     -  US
 DE7868  USGS QUAD   -  GATZKE SE (1984)
 DE7868
 DE7868                         *CURRENT SURVEY CONTROL
 DE7868  ______________________________________________________________________
 DE7868* NAD 83(1986) POSITION- 48 15 06.7    (N) 095 48 31.4    (W)   HD_HELD2  
 DE7868* NAVD 88 ORTHO HEIGHT -   353.995  (meters)    1161.40  (feet) ADJUSTED  
 DE7868  ______________________________________________________________________
 DE7868  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DE7868  DYNAMIC HEIGHT  -        354.072 (meters)     1161.65  (feet) COMP
 DE7868  MODELED GRAVITY -    980,816.9   (mgal)                       NAVD 88
 DE7868
 DE7868  VERT ORDER      -  SECOND    CLASS I
 DE7868
 DE7868.The horizontal coordinates were established by autonomous hand held GPS
 DE7868.observations and have an estimated accuracy of +/- 10 meters.
 DE7868.
 DE7868.The orthometric height was determined by differential leveling and
 DE7868.adjusted in April 2004.
 DE7868
 DE7868.The dynamic height is computed by dividing the NAVD 88
 DE7868.geopotential number by the normal gravity value computed on the
 DE7868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7868.degrees latitude (g = 980.6199 gals.).
 DE7868
 DE7868.The modeled gravity was interpolated from observed gravity values.
 DE7868
 DE7868;                    North         East    Units  Estimated Accuracy
 DE7868;SPC MN N     -   298,287.      598,902.      MT  (+/- 10 meters HH2 GPS)
 DE7868
 DE7868                          SUPERSEDED SURVEY CONTROL
 DE7868
 DE7868.No superseded survey control is available for this station.
 DE7868
 DE7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9151348108(NAD 83)
 DE7868
 DE7868_MARKER: DB = BENCH MARK DISK
 DE7868_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7868_SP_SET: BRIDGE WINGWALL
 DE7868_STAMPING: 4510 F 1954
 DE7868_MARK LOGO: MNDT  
 DE7868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7868+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 DE7868
 DE7868  HISTORY     - Date     Condition        Report By
 DE7868  HISTORY     - 1954     MONUMENTED       MNDT
 DE7868  HISTORY     - 19980115 GOOD             MNDT
 DE7868
 DE7868                          STATION DESCRIPTION
 DE7868
 DE7868'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7868'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) NORTH ON TH 219 FROM
 DE7868'GOODRIDGE, IN SE WINGWALL OF TH 219 BRDG 6 912, AT TH 219 MP 9.01, AT
 DE7868'TH 219 STA 475+31, 5.5 MI (8.9 KM) NORTH OF COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7867 ***********************************************************************
 DE7867  DESIGNATION -  4510 G
 DE7867  PID         -  DE7867
 DE7867  STATE/COUNTY-  MN/MARSHALL
 DE7867  COUNTRY     -  US
 DE7867  USGS QUAD   -  GATZKE SE (1984)
 DE7867
 DE7867                         *CURRENT SURVEY CONTROL
 DE7867  ______________________________________________________________________
 DE7867* NAD 83(1986) POSITION- 48 15 58.7    (N) 095 48 31.2    (W)   HD_HELD2  
 DE7867* NAVD 88 ORTHO HEIGHT -   353.863  (meters)    1160.97  (feet) ADJUSTED  
 DE7867  ______________________________________________________________________
 DE7867  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DE7867  DYNAMIC HEIGHT  -        353.940 (meters)     1161.22  (feet) COMP
 DE7867  MODELED GRAVITY -    980,820.3   (mgal)                       NAVD 88
 DE7867
 DE7867  VERT ORDER      -  SECOND    CLASS I
 DE7867
 DE7867.The horizontal coordinates were established by autonomous hand held GPS
 DE7867.observations and have an estimated accuracy of +/- 10 meters.
 DE7867.
 DE7867.The orthometric height was determined by differential leveling and
 DE7867.adjusted in April 2004.
 DE7867
 DE7867.The dynamic height is computed by dividing the NAVD 88
 DE7867.geopotential number by the normal gravity value computed on the
 DE7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7867.degrees latitude (g = 980.6199 gals.).
 DE7867
 DE7867.The modeled gravity was interpolated from observed gravity values.
 DE7867
 DE7867;                    North         East    Units  Estimated Accuracy
 DE7867;SPC MN N     -   299,892.      598,962.      MT  (+/- 10 meters HH2 GPS)
 DE7867
 DE7867                          SUPERSEDED SURVEY CONTROL
 DE7867
 DE7867.No superseded survey control is available for this station.
 DE7867
 DE7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9157649713(NAD 83)
 DE7867
 DE7867_MARKER: DB = BENCH MARK DISK
 DE7867_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE7867_SP_SET: BRIDGE WINGWALL
 DE7867_STAMPING: 4510 G 1954
 DE7867_MARK LOGO: MNDT  
 DE7867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7867+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1998
 DE7867
 DE7867  HISTORY     - Date     Condition        Report By
 DE7867  HISTORY     - 1954     MONUMENTED       MNDT
 DE7867  HISTORY     - 19980115 GOOD             MNDT
 DE7867
 DE7867                          STATION DESCRIPTION
 DE7867
 DE7867'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7867'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH ON TH 219 FROM
 DE7867'GOODRIDGE, IN SE WINGWALL OF TH 219 BRDG 6913, AT TH 219 MP 10.02, AT
 DE7867'TH 219 STA 528+02, 6.5 MI (10.5 KM) NORTH OF COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7881 ***********************************************************************
 DE7881  DESIGNATION -  4510 I
 DE7881  PID         -  DE7881
 DE7881  STATE/COUNTY-  MN/MARSHALL
 DE7881  COUNTRY     -  US
 DE7881  USGS QUAD   -  GATZKE SE (1984)
 DE7881
 DE7881                         *CURRENT SURVEY CONTROL
 DE7881  ______________________________________________________________________
 DE7881* NAD 83(1986) POSITION- 48 17 45.0    (N) 095 48 31.1    (W)   HD_HELD2  
 DE7881* NAVD 88 ORTHO HEIGHT -   352.910  (meters)    1157.84  (feet) ADJUSTED  
 DE7881  ______________________________________________________________________
 DE7881  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DE7881  DYNAMIC HEIGHT  -        352.990 (meters)     1158.10  (feet) COMP
 DE7881  MODELED GRAVITY -    980,827.8   (mgal)                       NAVD 88
 DE7881
 DE7881  VERT ORDER      -  SECOND    CLASS I
 DE7881
 DE7881.The horizontal coordinates were established by autonomous hand held GPS
 DE7881.observations and have an estimated accuracy of +/- 10 meters.
 DE7881.
 DE7881.The orthometric height was determined by differential leveling and
 DE7881.adjusted in April 2004.
 DE7881
 DE7881.The dynamic height is computed by dividing the NAVD 88
 DE7881.geopotential number by the normal gravity value computed on the
 DE7881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7881.degrees latitude (g = 980.6199 gals.).
 DE7881
 DE7881.The modeled gravity was interpolated from observed gravity values.
 DE7881
 DE7881;                    North         East    Units  Estimated Accuracy
 DE7881;SPC MN N     -   303,173.      599,079.      MT  (+/- 10 meters HH2 GPS)
 DE7881
 DE7881                          SUPERSEDED SURVEY CONTROL
 DE7881
 DE7881.No superseded survey control is available for this station.
 DE7881
 DE7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9169852994(NAD 83)
 DE7881
 DE7881_MARKER: DB = BENCH MARK DISK
 DE7881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE7881_STAMPING: 4510 I 1954
 DE7881_MARK LOGO: MNDT  
 DE7881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE7881+STABILITY: SURFACE MOTION
 DE7881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7881+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1998
 DE7881
 DE7881  HISTORY     - Date     Condition        Report By
 DE7881  HISTORY     - 1954     MONUMENTED       MNDT
 DE7881  HISTORY     - 19980328 GOOD             MNDT
 DE7881
 DE7881                          STATION DESCRIPTION
 DE7881
 DE7881'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 DE7881'THE MARK IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF GOODRIDGE, 11 MI
 DE7881'(17.7 KM) NORTH ON TH 219 FROM JCT OF TH 219 AND TH 1, 3.3 MI (5.3 KM)
 DE7881'SOUTH AND WEST ON TH 219 FROM JCT OF TH 219 AND TH 89, 46 FT (14.0 M)
 DE7881'NORTH OF CO RD 7, 49.4 FT (15.1 M) SE OF CABLE MARKER, 0.4 FT (12.2
 DE7881'CM) EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8615 ***********************************************************************
 AJ8615  DESIGNATION -  4510 J
 AJ8615  PID         -  AJ8615
 AJ8615  STATE/COUNTY-  MN/MARSHALL
 AJ8615  COUNTRY     -  US
 AJ8615  USGS QUAD   -  GATZKE SE (1984)
 AJ8615
 AJ8615                         *CURRENT SURVEY CONTROL
 AJ8615  ______________________________________________________________________
 AJ8615* NAD 83(2007) POSITION- 48 17 45.02944(N) 095 47 11.49108(W)   ADJUSTED  
 AJ8615* NAD 83(2007) ELLIP HT-   326.291 (meters)        (02/10/07)   ADJUSTED
 AJ8615* NAD 83(2007) EPOCH   -  2002.00
 AJ8615* NAVD 88 ORTHO HEIGHT -   353.473  (meters)    1159.69  (feet) ADJUSTED  
 AJ8615  ______________________________________________________________________
 AJ8615  NAD 83(2007) X  -   -428,639.239 (meters)                     COMP
 AJ8615  NAD 83(2007) Y  - -4,229,768.598 (meters)                     COMP
 AJ8615  NAD 83(2007) Z  -  4,739,068.153 (meters)                     COMP
 AJ8615  LAPLACE CORR    -         -3.57  (seconds)                    DEFLEC09
 AJ8615  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AJ8615  DYNAMIC HEIGHT  -        353.552 (meters)     1159.95  (feet) COMP
 AJ8615  MODELED GRAVITY -    980,824.4   (mgal)                       NAVD 88
 AJ8615
 AJ8615  VERT ORDER      -  SECOND    CLASS I
 AJ8615
 AJ8615  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8615  Type                                         Horiz  Ellip  Dist(km)
 AJ8615  -------------------------------------------------------------------
 AJ8615  NETWORK                                       0.52   0.49
 AJ8615  -------------------------------------------------------------------
 AJ8615  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.35   0.27      1.82
 AJ8615  -------------------------------------------------------------------
 AJ8615  NOTE: Click here for information on individual local accuracy
 AJ8615  values and other accuracy information.
 AJ8615
 AJ8615
 AJ8615.The horizontal coordinates were established by GPS observations
 AJ8615.and adjusted by the National Geodetic Survey in February 2007.
 AJ8615
 AJ8615.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8615.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8615
 AJ8615.The horizontal coordinates are valid at the epoch date displayed above
 AJ8615.which is a decimal equivalence of Year/Month/Day.
 AJ8615
 AJ8615.The orthometric height was determined by differential leveling and
 AJ8615.adjusted in April 2004.
 AJ8615
 AJ8615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8615
 AJ8615.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8615
 AJ8615.The ellipsoidal height was determined by GPS observations
 AJ8615.and is referenced to NAD 83.
 AJ8615
 AJ8615.The dynamic height is computed by dividing the NAVD 88
 AJ8615.geopotential number by the normal gravity value computed on the
 AJ8615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8615.degrees latitude (g = 980.6199 gals.).
 AJ8615
 AJ8615.The modeled gravity was interpolated from observed gravity values.
 AJ8615
 AJ8615. The following values were computed from the NAD 83(2007) position.
 AJ8615
 AJ8615;                    North         East     Units Scale Factor Converg.
 AJ8615;SPC MN N     -   303,116.930   600,719.069   MT  0.99993510   -1 59 28.7
 AJ8615;SPC MN N     -   994,476.13  1,970,859.15   sFT  0.99993510   -1 59 28.7
 AJ8615;UTM  15      - 5,352,935.944   293,338.216   MT  1.00012479   -2 04 52.0
 AJ8615
 AJ8615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8615!SPC MN N     -   0.99994886  x   0.99993510  =   0.99988397
 AJ8615!UTM  15      -   0.99994886  x   1.00012479  =   1.00007365
 AJ8615
 AJ8615                          SUPERSEDED SURVEY CONTROL
 AJ8615
 AJ8615  NAD 83(1996)-  48 17 45.02959(N)    095 47 11.49130(W) AD(       ) 1
 AJ8615  ELLIP H (03/29/02)  326.288  (m)                       GP(       ) 4 1
 AJ8615  NAVD 88 (03/29/02)  353.47   (m)         1159.7    (f) LEVELING    3  
 AJ8615
 AJ8615.Superseded values are not recommended for survey control.
 AJ8615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8615.See file dsdata.txt to determine how the superseded data were derived.
 AJ8615
 AJ8615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9333852935(NAD 83)
 AJ8615
 AJ8615_MARKER: DB = BENCH MARK DISK
 AJ8615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8615_STAMPING: 4510 J 1954
 AJ8615_MARK LOGO: MNDT  
 AJ8615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ8615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8615+STABILITY: SURFACE MOTION
 AJ8615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8615+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AJ8615
 AJ8615  HISTORY     - Date     Condition        Report By
 AJ8615  HISTORY     - 1954     MONUMENTED       MNDT
 AJ8615  HISTORY     - 19980401 GOOD             MNDT
 AJ8615
 AJ8615                          STATION DESCRIPTION
 AJ8615
 AJ8615'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8615'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) WSW OF GRYGLA, 2.4 MI (3.9
 AJ8615'KM) SOUTH AND WEST ON TH 219 FROM JCT OF TH 89 AND TH 219, 76 FT (23.2
 AJ8615'M) NORTH OF TH 219, AT TH 219 STA 71+50, AT TH 219 MP 13, 73 FT (22.3
 AJ8615'M) EAST OF ENTRANCE, 45.7 FT (13.9 M) EAST OF CABLE MARKER POST, 1.0
 AJ8615'FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8616 ***********************************************************************
 AJ8616  DESIGNATION -  4510 K
 AJ8616  PID         -  AJ8616
 AJ8616  STATE/COUNTY-  MN/MARSHALL
 AJ8616  COUNTRY     -  US
 AJ8616  USGS QUAD   -  GATZKE SE (1984)
 AJ8616
 AJ8616                         *CURRENT SURVEY CONTROL
 AJ8616  ______________________________________________________________________
 AJ8616* NAD 83(2007) POSITION- 48 17 45.66630(N) 095 45 54.46236(W)   ADJUSTED  
 AJ8616* NAD 83(2007) ELLIP HT-   326.851 (meters)        (02/10/07)   ADJUSTED
 AJ8616* NAD 83(2007) EPOCH   -  2002.00
 AJ8616* NAVD 88 ORTHO HEIGHT -   354.059  (meters)    1161.61  (feet) ADJUSTED  
 AJ8616  ______________________________________________________________________
 AJ8616  NAD 83(2007) X  -   -427,058.182 (meters)                     COMP
 AJ8616  NAD 83(2007) Y  - -4,229,914.135 (meters)                     COMP
 AJ8616  NAD 83(2007) Z  -  4,739,081.659 (meters)                     COMP
 AJ8616  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC09
 AJ8616  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AJ8616  DYNAMIC HEIGHT  -        354.138 (meters)     1161.87  (feet) COMP
 AJ8616  MODELED GRAVITY -    980,822.0   (mgal)                       NAVD 88
 AJ8616
 AJ8616  VERT ORDER      -  SECOND    CLASS I
 AJ8616
 AJ8616  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8616  Type                                         Horiz  Ellip  Dist(km)
 AJ8616  -------------------------------------------------------------------
 AJ8616  NETWORK                                       0.54   0.51
 AJ8616  -------------------------------------------------------------------
 AJ8616  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.31      1.62
 AJ8616  -------------------------------------------------------------------
 AJ8616  NOTE: Click here for information on individual local accuracy
 AJ8616  values and other accuracy information.
 AJ8616
 AJ8616
 AJ8616.The horizontal coordinates were established by GPS observations
 AJ8616.and adjusted by the National Geodetic Survey in February 2007.
 AJ8616
 AJ8616.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8616.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8616
 AJ8616.The horizontal coordinates are valid at the epoch date displayed above
 AJ8616.which is a decimal equivalence of Year/Month/Day.
 AJ8616
 AJ8616.The orthometric height was determined by differential leveling and
 AJ8616.adjusted in April 2004.
 AJ8616
 AJ8616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8616
 AJ8616.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8616
 AJ8616.The ellipsoidal height was determined by GPS observations
 AJ8616.and is referenced to NAD 83.
 AJ8616
 AJ8616.The dynamic height is computed by dividing the NAVD 88
 AJ8616.geopotential number by the normal gravity value computed on the
 AJ8616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8616.degrees latitude (g = 980.6199 gals.).
 AJ8616
 AJ8616.The modeled gravity was interpolated from observed gravity values.
 AJ8616
 AJ8616. The following values were computed from the NAD 83(2007) position.
 AJ8616
 AJ8616;                    North         East     Units Scale Factor Converg.
 AJ8616;SPC MN N     -   303,081.646   602,306.291   MT  0.99993513   -1 58 31.6
 AJ8616;SPC MN N     -   994,360.37  1,976,066.56   sFT  0.99993513   -1 58 31.6
 AJ8616;UTM  15      - 5,352,898.166   294,925.675   MT  1.00011675   -2 03 54.5
 AJ8616
 AJ8616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8616!SPC MN N     -   0.99994878  x   0.99993513  =   0.99988391
 AJ8616!UTM  15      -   0.99994878  x   1.00011675  =   1.00006552
 AJ8616
 AJ8616                          SUPERSEDED SURVEY CONTROL
 AJ8616
 AJ8616  NAD 83(1996)-  48 17 45.66644(N)    095 45 54.46258(W) AD(       ) 1
 AJ8616  ELLIP H (03/29/02)  326.847  (m)                       GP(       ) 4 1
 AJ8616  NAVD 88 (03/29/02)  354.06   (m)         1161.6    (f) LEVELING    3  
 AJ8616
 AJ8616.Superseded values are not recommended for survey control.
 AJ8616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8616.See file dsdata.txt to determine how the superseded data were derived.
 AJ8616
 AJ8616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9492552898(NAD 83)
 AJ8616
 AJ8616_MARKER: DB = BENCH MARK DISK
 AJ8616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ8616_STAMPING: 4510 K 1954
 AJ8616_MARK LOGO: MNDT  
 AJ8616_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8616+STABILITY: SURFACE MOTION
 AJ8616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8616+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AJ8616
 AJ8616  HISTORY     - Date     Condition        Report By
 AJ8616  HISTORY     - 1954     MONUMENTED       MNDT
 AJ8616  HISTORY     - 19980401 GOOD             MNDT
 AJ8616
 AJ8616                          STATION DESCRIPTION
 AJ8616
 AJ8616'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8616'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF GRYGLA, 1.4 MI (2.3
 AJ8616'KM) SOUTH AND WEST ON TH 219 FROM JCT OF TH 219 AND TH 89, 75 FT (22.9
 AJ8616'M) NORTH OF TH 219, AT TH 219 STA 123+67, 48.9 FT (14.9 M) SOUTH OF
 AJ8616'P-POLE, 44 FT (13.4 M) EAST OF RD, 151.5 FT (46.2 M) NW OF TH 219
 AJ8616'MILEPOST, 14, 1.0 FT (0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ8644 ***********************************************************************
 AJ8644  DESIGNATION -  4510 L RESET
 AJ8644  PID         -  AJ8644
 AJ8644  STATE/COUNTY-  MN/MARSHALL
 AJ8644  COUNTRY     -  US
 AJ8644  USGS QUAD   -  GRYGLA SW (1973)
 AJ8644
 AJ8644                         *CURRENT SURVEY CONTROL
 AJ8644  ______________________________________________________________________
 AJ8644* NAD 83(2007) POSITION- 48 17 46.17680(N) 095 44 35.70767(W)   ADJUSTED  
 AJ8644* NAD 83(2007) ELLIP HT-   327.340 (meters)        (02/10/07)   ADJUSTED
 AJ8644* NAD 83(2007) EPOCH   -  2002.00
 AJ8644* NAVD 88 ORTHO HEIGHT -   354.576  (meters)    1163.30  (feet) ADJUSTED  
 AJ8644  ______________________________________________________________________
 AJ8644  NAD 83(2007) X  -   -425,441.967 (meters)                     COMP
 AJ8644  NAD 83(2007) Y  - -4,230,065.493 (meters)                     COMP
 AJ8644  NAD 83(2007) Z  -  4,739,092.515 (meters)                     COMP
 AJ8644  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 AJ8644  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AJ8644  DYNAMIC HEIGHT  -        354.654 (meters)     1163.56  (feet) COMP
 AJ8644  MODELED GRAVITY -    980,820.5   (mgal)                       NAVD 88
 AJ8644
 AJ8644  VERT ORDER      -  SECOND    CLASS I
 AJ8644
 AJ8644  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ8644  Type                                         Horiz  Ellip  Dist(km)
 AJ8644  -------------------------------------------------------------------
 AJ8644  NETWORK                                       0.51   0.49
 AJ8644  -------------------------------------------------------------------
 AJ8644  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.29      0.85
 AJ8644  -------------------------------------------------------------------
 AJ8644  NOTE: Click here for information on individual local accuracy
 AJ8644  values and other accuracy information.
 AJ8644
 AJ8644
 AJ8644.The horizontal coordinates were established by GPS observations
 AJ8644.and adjusted by the National Geodetic Survey in February 2007.
 AJ8644
 AJ8644.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ8644.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ8644
 AJ8644.The horizontal coordinates are valid at the epoch date displayed above
 AJ8644.which is a decimal equivalence of Year/Month/Day.
 AJ8644
 AJ8644.The orthometric height was determined by differential leveling and
 AJ8644.adjusted in April 2004.
 AJ8644
 AJ8644.Photographs are available for this station.
 AJ8644
 AJ8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8644
 AJ8644.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ8644
 AJ8644.The ellipsoidal height was determined by GPS observations
 AJ8644.and is referenced to NAD 83.
 AJ8644
 AJ8644.The dynamic height is computed by dividing the NAVD 88
 AJ8644.geopotential number by the normal gravity value computed on the
 AJ8644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8644.degrees latitude (g = 980.6199 gals.).
 AJ8644
 AJ8644.The modeled gravity was interpolated from observed gravity values.
 AJ8644
 AJ8644. The following values were computed from the NAD 83(2007) position.
 AJ8644
 AJ8644;                    North         East     Units Scale Factor Converg.
 AJ8644;SPC MN N     -   303,041.685   603,928.934   MT  0.99993515   -1 57 33.2
 AJ8644;SPC MN N     -   994,229.26  1,981,390.18   sFT  0.99993515   -1 57 33.2
 AJ8644;UTM  15      - 5,352,855.659   296,548.542   MT  1.00010861   -2 02 55.7
 AJ8644
 AJ8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8644!SPC MN N     -   0.99994870  x   0.99993515  =   0.99988385
 AJ8644!UTM  15      -   0.99994870  x   1.00010861  =   1.00005730
 AJ8644
 AJ8644|---------------------------------------------------------------------|
 AJ8644| PID    Reference Object                     Distance      Geod. Az  |
 AJ8644|                                                           dddmmss.s |
 AJ8644| TC0708 ECKVOLL                             191.420 METERS 26557     |
 AJ8644|---------------------------------------------------------------------|
 AJ8644
 AJ8644                          SUPERSEDED SURVEY CONTROL
 AJ8644
 AJ8644  NAD 83(1996)-  48 17 46.17698(N)    095 44 35.70790(W) AD(       ) 1
 AJ8644  ELLIP H (03/29/02)  327.335  (m)                       GP(       ) 4 1
 AJ8644  NAVD 88 (07/11/08)  354.6    (m)  GEOID03 model used   GPS OBS        
 AJ8644  NAVD 88 (03/29/02)  354.57   (m)         1163.3    (f) LEVELING    3  
 AJ8644
 AJ8644.Superseded values are not recommended for survey control.
 AJ8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8644.See file dsdata.txt to determine how the superseded data were derived.
 AJ8644
 AJ8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9654852855(NAD 83)
 AJ8644
 AJ8644_MARKER: DV = VERTICAL CONTROL DISK
 AJ8644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ8644_STAMPING: 4510 L RESET 1980
 AJ8644_MARK LOGO: MNDT  
 AJ8644_PROJECTION: RECESSED 13 CENTIMETERS
 AJ8644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ8644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8644+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2007
 AJ8644
 AJ8644  HISTORY     - Date     Condition        Report By
 AJ8644  HISTORY     - 1980     MONUMENTED       MNDT
 AJ8644  HISTORY     - 19980401 GOOD             MNDT
 AJ8644  HISTORY     - 20030625 GOOD             MNDT
 AJ8644  HISTORY     - 20070710 GOOD             MNDT
 AJ8644
 AJ8644                          STATION DESCRIPTION
 AJ8644
 AJ8644'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AJ8644'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST OF GRYGLA, 0.35 MI
 AJ8644'(0.56 KM) SOUTH ON TH 219 FROM JCT OF TH 219 AND TH 89 THEN 0.1 MI
 AJ8644'(0.2 KM) SOUTH ON RD, AT TH 219 MP 14.95, 47 FT (14.3 M) EAST OF
 AJ8644'GRAVEL RD, 22 FT (6.7 M) NORTH OF E-W GRAVEL RD, 65.2 FT (19.9 M)
 AJ8644'NORTH OF P-POLE, 5.2 FT (1.6 M) WEST OF FENCE COR, 1.0 FT (0.3 M) EAST
 AJ8644'OF WIT POST.
 AJ8644
 AJ8644                          STATION RECOVERY (2003)
 AJ8644
 AJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AJ8644'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK, A
 AJ8644'STANDARD MNDT BENCHMARK DISK SWEAT ON A 8 FT (2.4 M) COPPER CLAD ROD
 AJ8644'WITH A TEE AT BASE AND SET IN CONCRETE, RECESSED 5 INCHES, MAGNETIC,
 AJ8644'AND SUITABLE FOR GPS.
 AJ8644
 AJ8644                          STATION RECOVERY (2007)
 AJ8644
 AJ8644'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DJS)
 AJ8644'6 MILES WEST OF GRYGLA, 0.35 MILE SOUTH ON TRUNK HIGHWAY 219 FROM
 AJ8644'JUNCTION OF TRUNK HIGHWAY 219 AND TRUNK HIGHWAY 89, 0.1 MILE SOUTH ON
 AJ8644'ROAD, TRUNK HIGHWAY 219 MILEPOINT 14.95, 47 FEET EAST OF NORTH-SOUTH
 AJ8644'GRAVEL ROAD, 22 FEET NORTH OF EAST-WEST GRAVEL ROAD, 65.2 FEET NORTH
 AJ8644'OF POWER POLE, 5.2 FEET WEST OF FENCE CORNER, 1.0 FT EAST OF WITNESS
 AJ8644'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1448 ***********************************************************************
 TD1448  DESIGNATION -  4511 C RESET
 TD1448  PID         -  TD1448
 TD1448  STATE/COUNTY-  MN/MARSHALL
 TD1448  COUNTRY     -  US
 TD1448  USGS QUAD   -  ALVARADO (1982)
 TD1448
 TD1448                         *CURRENT SURVEY CONTROL
 TD1448  ______________________________________________________________________
 TD1448* NAD 83(1986) POSITION- 48 10 27.     (N) 096 59 55.     (W)   SCALED    
 TD1448* NAVD 88 ORTHO HEIGHT -   249.509  (meters)     818.60  (feet) ADJUSTED  
 TD1448  ______________________________________________________________________
 TD1448  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 TD1448  DYNAMIC HEIGHT  -        249.563 (meters)      818.77  (feet) COMP
 TD1448  MODELED GRAVITY -    980,823.5   (mgal)                       NAVD 88
 TD1448
 TD1448  VERT ORDER      -  SECOND    CLASS I
 TD1448
 TD1448.The horizontal coordinates were scaled from a topographic map and have
 TD1448.an estimated accuracy of +/- 6 seconds.
 TD1448.
 TD1448.The orthometric height was determined by differential leveling and
 TD1448.adjusted in June 1991.
 TD1448
 TD1448.The dynamic height is computed by dividing the NAVD 88
 TD1448.geopotential number by the normal gravity value computed on the
 TD1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1448.degrees latitude (g = 980.6199 gals.).
 TD1448
 TD1448.The modeled gravity was interpolated from observed gravity values.
 TD1448
 TD1448;                    North         East    Units  Estimated Accuracy
 TD1448;SPC MN N     -   293,440.      510,190.      MT  (+/- 180 meters Scaled)
 TD1448
 TD1448                          SUPERSEDED SURVEY CONTROL
 TD1448
 TD1448.No superseded survey control is available for this station.
 TD1448
 TD1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU487375(NAD 83)
 TD1448
 TD1448_MARKER: DB = BENCH MARK DISK
 TD1448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 TD1448_SP_SET: BRIDGE ABUTMENT
 TD1448_STAMPING: 4511 C RESET 1981
 TD1448_MARK LOGO: MNDT  
 TD1448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1448
 TD1448  HISTORY     - Date     Condition        Report By
 TD1448  HISTORY     - 1981     MONUMENTED       MNDT
 TD1448  HISTORY     - 1986     GOOD             MNDT
 TD1448
 TD1448                          STATION DESCRIPTION
 TD1448
 TD1448'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1448'1.5 MI SOUTH FROM ALVARADO.
 TD1448'THE MARK IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THE TOWN OF ALVARADO,
 TD1448'IN THE NW 1/4 OF SECTION 8, T154N, R49W, ON THE EAST SIDE OF TRUNK
 TD1448'HIGHWAY 220 AT MILEPOINT 44.6, IN THE SOUTHEAST CORNER OF BRIDGE
 TD1448'NUMBER 45003 OVER THE SNAKE RIVER, 1.5 MILES SOUTH ALONG TRUNK
 TD1448'HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 IN ALVARADO.  THE
 TD1448'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4511 C RESET 1981---,
 TD1448'IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST ABUTMENT OF
 TD1448'THE BRIDGE.  THE MARK IS 25.7 FEET EAST OF THE CENTERLINE OF TRUNK
 TD1448'HIGHWAY 220, 55.0 FEET EAST-NORTHEAST OF STATION RADO, 57.8 FEET
 TD1448'SOUTHEAST OF RADO RM 1, AND 52.5 FEET EAST-NORTHEAST OF A STEEL
 TD1448'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1465 ***********************************************************************
 TD1465  DESIGNATION -  4511 D
 TD1465  PID         -  TD1465
 TD1465  STATE/COUNTY-  MN/MARSHALL
 TD1465  COUNTRY     -  US
 TD1465  USGS QUAD   -  ALVARADO (1982)
 TD1465
 TD1465                         *CURRENT SURVEY CONTROL
 TD1465  ______________________________________________________________________
 TD1465* NAD 83(2007) POSITION- 48 10 50.08117(N) 096 59 54.75796(W)   ADJUSTED  
 TD1465* NAD 83(2007) ELLIP HT-   220.484 (meters)        (07/11/08)   ADJUSTED
 TD1465* NAD 83(2007) EPOCH   -  2002.00
 TD1465* NAVD 88 ORTHO HEIGHT -   247.465  (meters)     811.89  (feet) ADJUSTED  
 TD1465  ______________________________________________________________________
 TD1465  NAD 83(2007) X  -   -519,168.307 (meters)                     COMP
 TD1465  NAD 83(2007) Y  - -4,229,175.103 (meters)                     COMP
 TD1465  NAD 83(2007) Z  -  4,730,452.486 (meters)                     COMP
 TD1465  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 TD1465  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 TD1465  DYNAMIC HEIGHT  -        247.519 (meters)      812.07  (feet) COMP
 TD1465  MODELED GRAVITY -    980,824.4   (mgal)                       NAVD 88
 TD1465
 TD1465  HORZ ORDER      -  FIRST
 TD1465  VERT ORDER      -  SECOND    CLASS I
 TD1465  ELLP ORDER      -  FIRST     CLASS I
 TD1465
 TD1465.The horizontal coordinates were established by GPS observations
 TD1465.and adjusted by the MN DEPT OF TRANSP in July 2008.
 TD1465
 TD1465.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 TD1465.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 TD1465
 TD1465.The horizontal coordinates are valid at the epoch date displayed above
 TD1465.which is a decimal equivalence of Year/Month/Day.
 TD1465
 TD1465.The orthometric height was determined by differential leveling and
 TD1465.adjusted in June 1991.
 TD1465
 TD1465.Photographs are available for this station.
 TD1465
 TD1465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 TD1465
 TD1465.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD1465
 TD1465.The ellipsoidal height was determined by GPS observations
 TD1465.and is referenced to NAD 83.
 TD1465
 TD1465.The dynamic height is computed by dividing the NAVD 88
 TD1465.geopotential number by the normal gravity value computed on the
 TD1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1465.degrees latitude (g = 980.6199 gals.).
 TD1465
 TD1465.The modeled gravity was interpolated from observed gravity values.
 TD1465
 TD1465. The following values were computed from the NAD 83(2007) position.
 TD1465
 TD1465;                    North         East     Units Scale Factor Converg.
 TD1465;SPC MN N     -   294,146.488   510,232.317   MT  0.99992095   -2 53 22.8
 TD1465;SPC MN N     -   965,045.60  1,673,987.19   sFT  0.99992095   -2 53 22.8
 TD1465;UTM  14      - 5,338,307.951   648,774.541   MT  0.99987197   +1 29 30.7
 TD1465
 TD1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD1465!SPC MN N     -   0.99996545  x   0.99992095  =   0.99988640
 TD1465!UTM  14      -   0.99996545  x   0.99987197  =   0.99983742
 TD1465
 TD1465                          SUPERSEDED SURVEY CONTROL
 TD1465
 TD1465  NAVD 88 (07/11/08)  247.47   (m)          811.9    (f) LEVELING    3  
 TD1465
 TD1465.Superseded values are not recommended for survey control.
 TD1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD1465.See file dsdata.txt to determine how the superseded data were derived.
 TD1465
 TD1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4877438307(NAD 83)
 TD1465
 TD1465_MARKER: DR = REFERENCE MARK DISK
 TD1465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1465_SP_SET: ALUMINUM ALLOY ROD
 TD1465_STAMPING: 4511 D 1986
 TD1465_MARK LOGO: MNDT  
 TD1465_PROJECTION: RECESSED 3 CENTIMETERS
 TD1465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TD1465+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 TD1465_ROD/PIPE-DEPTH: 14.6 meters
 TD1465
 TD1465  HISTORY     - Date     Condition        Report By
 TD1465  HISTORY     - 1986     MONUMENTED       MNDT
 TD1465  HISTORY     - 20070606 GOOD             MNDT
 TD1465
 TD1465                          STATION DESCRIPTION
 TD1465
 TD1465'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1465'1 MI SOUTH FROM ALVARADO.
 TD1465'THE MARK IS LOCATED ABOUT 1 MILE SOUTH OF THE TOWN OF ALVARADO, IN
 TD1465'THE SW 1/4 OF SECTION 5, T154N, R49W, IN THE NORTHEAST QUADRANT OF
 TD1465'THE INTERSECTION OF TRUNK HIGHWAY 220 AND AN EAST-WEST GRAVEL ROAD,
 TD1465'1.05 MILES SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK
 TD1465'HIGHWAY 1 IN ALVARADO.  THE MARK, A STANDARD MNDT ALUMINUM REFERENCE
 TD1465'MARK DISK STAMPED---4511 D 1986---, IS SET ON THE TOP OF A DRIVEN 3/4
 TD1465'INCH DIAMETER BY 48 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 TD1465'SURFACE OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 TD1465'HIGHWAY.  THE MARK IS 113 FEET EAST OF THE CENTERLINE OF TRUNK
 TD1465'HIGHWAY 220 AT MILEPOINT 45.05, 39 FEET NORTH OF THE CENTER OF A
 TD1465'GRAVEL ROAD, 167 FEET WEST OF A POWER POLE, 82.7 FEET NORTH-NORTHEAST
 TD1465'OF UNDERGROUND CABLE MARKER NUMBER E11, AND 1.9 FEET WEST OF A STEEL
 TD1465'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 TD1465
 TD1465                          STATION RECOVERY (2007)
 TD1465
 TD1465'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD1465'1.0 MILES SOUTH OF ALVARADO, IN NORTHEAST QUADRANT OF JUNCTION OF
 TD1465'TRUNK HIGHWAY 220 AND GRAVEL ROAD, AT TRUNK HIGHWAY 220 MILEPOINT
 TD1465'45.05, 113 FEET EAST OF TRUNK HIGHWAY 220, 39 FEET NORTH OF GRAVEL
 TD1465'ROAD, 167 FEET WEST OF POWER POLE, 82.7 FEET NORTH-NORTHEAST OF
 TD1465'UNDERGROUND CABLE MARKER E11, 1.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1466 ***********************************************************************
 TD1466  DESIGNATION -  4511 E
 TD1466  PID         -  TD1466
 TD1466  STATE/COUNTY-  MN/MARSHALL
 TD1466  COUNTRY     -  US
 TD1466  USGS QUAD   -  ALVARADO (1982)
 TD1466
 TD1466                         *CURRENT SURVEY CONTROL
 TD1466  ______________________________________________________________________
 TD1466* NAD 83(1986) POSITION- 48 11 15.80   (N) 096 59 56.35   (W)   HD_HELD1  
 TD1466* NAVD 88 ORTHO HEIGHT -   247.121  (meters)     810.76  (feet) ADJUSTED  
 TD1466  ______________________________________________________________________
 TD1466  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 TD1466  DYNAMIC HEIGHT  -        247.175 (meters)      810.94  (feet) COMP
 TD1466  MODELED GRAVITY -    980,825.2   (mgal)                       NAVD 88
 TD1466
 TD1466  VERT ORDER      -  SECOND    CLASS I
 TD1466
 TD1466.The horizontal coordinates were established by differentially corrected
 TD1466.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 TD1466.
 TD1466.The orthometric height was determined by differential leveling and
 TD1466.adjusted in June 1991.
 TD1466
 TD1466.Photographs are available for this station.
 TD1466
 TD1466.The dynamic height is computed by dividing the NAVD 88
 TD1466.geopotential number by the normal gravity value computed on the
 TD1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1466.degrees latitude (g = 980.6199 gals.).
 TD1466
 TD1466.The modeled gravity was interpolated from observed gravity values.
 TD1466
 TD1466;                    North         East    Units  Estimated Accuracy
 TD1466;SPC MN N     -   294,941.5     510,239.5     MT  (+/- 3 meters HH1 GPS) 
 TD1466
 TD1466                          SUPERSEDED SURVEY CONTROL
 TD1466
 TD1466.No superseded survey control is available for this station.
 TD1466
 TD1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU4872039101(NAD 83)
 TD1466
 TD1466_MARKER: DR = REFERENCE MARK DISK
 TD1466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 TD1466_SP_SET: ALUMINUM ALLOY ROD
 TD1466_STAMPING: 4511 E 1986
 TD1466_MARK LOGO: MNDT  
 TD1466_PROJECTION: FLUSH
 TD1466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 TD1466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TD1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 TD1466+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2007
 TD1466_ROD/PIPE-DEPTH: 14.6 meters
 TD1466
 TD1466  HISTORY     - Date     Condition        Report By
 TD1466  HISTORY     - 1986     MONUMENTED       MNDT
 TD1466  HISTORY     - 20030724 GOOD             MNDT
 TD1466  HISTORY     - 20070606 GOOD             MNDT
 TD1466
 TD1466                          STATION DESCRIPTION
 TD1466
 TD1466'DESCRIBED BY MN DEPT OF TRANSP 1986
 TD1466'0.6 MI SOUTH FROM ALVARADO.
 TD1466'THE MARK IS LOCATED ABOUT 1/2 MILE SOUTH OF THE TOWN OF ALVARADO, IN
 TD1466'THE SW 1/4 OF SECTION 5, T154N, R49W, ON THE EAST RIGHT-OF-WAY OF
 TD1466'TRUNK HIGHWAY 220 AT MILEPOINT 45.55, 0.55 MILE SOUTH ALONG TRUNK
 TD1466'HIGHWAY 220 FROM ITS JUNCTION WITH TRUNK HIGHWAY 1 IN ALVARADO.  THE
 TD1466'MARK, A STANDARD MNDT ALUMINUM HORIZONTAL REFERENCE MARK DISK
 TD1466'STAMPED---4511 E 1986---, IS SET ON THE TOP OF A DRIVEN 3/4 INCH
 TD1466'DIAMETER BY 48 FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 TD1466'OF THE GROUND AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  THE
 TD1466'MARK IS 47.6 FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 220, 19.3
 TD1466'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LARSON TOMBSTONE, 5
 TD1466'FEET WEST-SOUTHWEST OF A 14 INCH DIAMETER OAK TREE, AND 2.3 FEET
 TD1466'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 TD1466'MAGNETIC.
 TD1466
 TD1466                          STATION RECOVERY (2003)
 TD1466
 TD1466'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DAS)
 TD1466'THE MARK WAS RECOVERED IN GOOD CONDITION.
 TD1466
 TD1466                          STATION RECOVERY (2007)
 TD1466
 TD1466'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (WAS)
 TD1466'THE MARK IS LOCATED ABOUT 9.8 MI (15.8 KM) NORTHWEST OF TABOR, 6.2 MI
 TD1466'(10.0 KM) EAST OF OSLO AND 0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF
 TD1466'ALVARADO.
 TD1466' 
 TD1466'TO REACH TO THE MARK GO 0.5 MI (0.8 KM) SOUTH OF ALVARADO, AT TRUNK
 TD1466'HIGHWAY 220 MILE POINT 45.55, 47.6 FT (14.5 M) EAST OF TRUNK HIGHWAY
 TD1466'220, 19.3 FT (5.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF LARSON
 TD1466'TOMBSTONE, 0.3 FT (0.1 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD1467 ***********************************************************************
 TD1467  DESIGNATION -  4511 F
 TD1467  PID         -  TD1467
 TD1467  STATE/COUNTY-  MN/MARSHALL
 TD1467  COUNTRY     -  US
 TD1467  USGS QUAD   -  ALVARADO (1982)
 TD1467
 TD1467                         *CURRENT SURVEY CONTROL
 TD1467  ______________________________________________________________________
 TD1467* NAD 83(1986) POSITION- 48 11 30.     (N) 096 59 43.     (W)   SCALED    
 TD1467* NAVD 88 ORTHO HEIGHT -   248.078  (meters)     813.90  (feet) ADJUSTED  
 TD1467  ______________________________________________________________________
 TD1467  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 TD1467  DYNAMIC HEIGHT  -        248.133 (meters)      814.08  (feet) COMP
 TD1467  MODELED GRAVITY -    980,825.7   (mgal)                       NAVD 88
 TD1467
 TD1467  VERT ORDER      -  SECOND    CLASS I
 TD1467
 TD1467.The horizontal coordinates were scaled from a topographic map and have
 TD1467.an estimated accuracy of +/- 6 seconds.
 TD1467.
 TD1467.The orthometric height was determined by differential leveling and
 TD1467.adjusted in June 1991.
 TD1467
 TD1467.The dynamic height is computed by dividing the NAVD 88
 TD1467.geopotential number by the normal gravity value computed on the
 TD1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD1467.degrees latitude (g = 980.6199 gals.).
 TD1467
 TD1467.The modeled gravity was interpolated from observed gravity values.
 TD1467
 TD1467;                    North         East    Units  Estimated Accuracy
 TD1467;SPC MN N     -   295,370.      510,540.      MT  (+/- 180 meters Scaled)
 TD1467
 TD1467                          SUPERSEDED SURVEY CONTROL
 TD1467
 TD1467.No superseded survey control is available for this station.
 TD1467
 TD1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UPU489395(NAD 83)
 TD1467
 TD1467_MARKER: DB = BENCH MARK DISK
 TD1467_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 TD1467_SP_SET: WATER TANK FOOTING
 TD1467_STAMPING: 4511 F 1987
 TD1467_MARK LOGO: MNDT  
 TD1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 TD1467+STABILITY: POSITION/ELEVATION WELL
 TD1467
 TD1467  HISTORY     - Date     Condition        Report By
 TD1467  HISTORY     - 1987     MONUMENTED       MNDT
 TD1467
 TD1467                          STATION DESCRIPTION
 TD1467
 TD1467'DESCRIBED BY MN DEPT OF TRANSP 1987
 TD1467'IN ALVARADO.
 TD1467'THE MARK IS LOCATED IN THE TOWN OF ALVARADO, IN THE NW 1/4 OF SECTION
 TD1467'5, T154N, R49W, 0.2 MILE SOUTH ALONG TRUNK HIGHWAY 220 FROM ITS
 TD1467'JUNCTION WITH TRUNK HIGHWAY 1 IN ALVARADO, THENCE 0.2 MILE EAST ON
 TD1467'3RD AVENUE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 TD1467'MONUMENT DISK STAMPED---4511 F 1987---, IS SET FLUSH IN A DRILL HOLE
 TD1467'IN THE TOP OF THE CONCRETE BASE FOR THE NORTHWEST LEG OF THE ALVARADO
 TD1467'WATER TANK.  THE MARK IS 88.5 FEET SOUTH OF THE CENTERLINE OF 3RD
 TD1467'AVENUE, 76.7 FEET WEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 TD1467'BUILDING, IT PROJECTS 1.0 FOOT ABOVE THE SURFACE OF THE GROUND AND IS
 TD1467'ABOUT 2 FEET ABOVE THE LEVEL OF THE STREET.  A MAGNET IN THE DISK
 TD1467'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5935 ***********************************************************************
 DF5935  DESIGNATION -  46
 DF5935  PID         -  DF5935
 DF5935  STATE/COUNTY-  MN/PINE
 DF5935  COUNTRY     -  US
 DF5935  USGS QUAD   -  HINCKLEY (1991)
 DF5935
 DF5935                         *CURRENT SURVEY CONTROL
 DF5935  ______________________________________________________________________
 DF5935* NAD 83(2007) POSITION- 46 06 52.82658(N) 092 59 07.76766(W)   ADJUSTED  
 DF5935* NAD 83(2007) ELLIP HT-   318.281 (meters)        (02/10/07)   ADJUSTED
 DF5935* NAD 83(2007) EPOCH   -  2002.00
 DF5935* NAVD 88 ORTHO HEIGHT -   345.9    (meters)    1135.    (feet) GPS OBS   
 DF5935  ______________________________________________________________________
 DF5935  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5935  GEOID HEIGHT    -        -27.53  (meters)                     GEOID03
 DF5935  GEOID HEIGHT    -        -27.58  (meters)                     GEOID09
 DF5935  NAD 83(2007) X  -   -230,694.831 (meters)                     COMP
 DF5935  NAD 83(2007) Y  - -4,423,351.240 (meters)                     COMP
 DF5935  NAD 83(2007) Z  -  4,574,322.078 (meters)                     COMP
 DF5935  LAPLACE CORR    -          3.15  (seconds)                    DEFLEC09
 DF5935
 DF5935  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5935  Type                                         Horiz  Ellip  Dist(km)
 DF5935  -------------------------------------------------------------------
 DF5935  NETWORK                                       0.76   0.57
 DF5935  -------------------------------------------------------------------
 DF5935  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.79   0.54      8.69
 DF5935  -------------------------------------------------------------------
 DF5935  NOTE: Click here for information on individual local accuracy
 DF5935  values and other accuracy information.
 DF5935
 DF5935
 DF5935.The horizontal coordinates were established by GPS observations
 DF5935.and adjusted by the National Geodetic Survey in February 2007.
 DF5935
 DF5935.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5935.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5935
 DF5935.The horizontal coordinates are valid at the epoch date displayed above
 DF5935.which is a decimal equivalence of Year/Month/Day.
 DF5935
 DF5935.The orthometric height was determined by GPS observations and a
 DF5935.high-resolution geoid model.
 DF5935
 DF5935.Photographs are available for this station.
 DF5935
 DF5935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5935
 DF5935.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5935
 DF5935.The ellipsoidal height was determined by GPS observations
 DF5935.and is referenced to NAD 83.
 DF5935
 DF5935. The following values were computed from the NAD 83(2007) position.
 DF5935
 DF5935;                    North         East     Units Scale Factor Converg.
 DF5935;SPC MN C     -   224,671.652   897,739.430   MT  0.99992938   +0 54 53.0
 DF5935;SPC MN C     -   737,110.24  2,945,333.45   sFT  0.99992938   +0 54 53.0
 DF5935;UTM  15      - 5,106,788.796   501,121.141   MT  0.99960002   +0 00 37.6
 DF5935
 DF5935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5935!SPC MN C     -   0.99995011  x   0.99992938  =   0.99987949
 DF5935!UTM  15      -   0.99995011  x   0.99960002  =   0.99955015
 DF5935
 DF5935                          SUPERSEDED SURVEY CONTROL
 DF5935
 DF5935  NAD 83(1996)-  46 06 52.82651(N)    092 59 07.76725(W) AD(       ) 1
 DF5935  ELLIP H (05/27/03)  318.321  (m)                       GP(       ) 3 1
 DF5935  NAVD 88 (05/27/03)  345.9    (m)  GEOID99 model used   GPS OBS        
 DF5935
 DF5935.Superseded values are not recommended for survey control.
 DF5935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5935.See file dsdata.txt to determine how the superseded data were derived.
 DF5935
 DF5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0112106788(NAD 83)
 DF5935
 DF5935_MARKER: DD = SURVEY DISK
 DF5935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5935_STAMPING: NO 46
 DF5935_MARK LOGO: MN-115
 DF5935_PROJECTION: FLUSH
 DF5935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5935+STABILITY: SURFACE MOTION
 DF5935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5935+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2008
 DF5935
 DF5935  HISTORY     - Date     Condition        Report By
 DF5935  HISTORY     - 1999     MONUMENTED       MN-115
 DF5935  HISTORY     - 20081120 GOOD             MNDT
 DF5935
 DF5935                          STATION DESCRIPTION
 DF5935
 DF5935'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5935'5 MI (8.0 KM) WEST OF SANDSTONE, 2.25 MI (3.62 KM) WSW ON CO RD 61
 DF5935'FROM JCT OF FAI 35 THEN 2.8 MI (4.5 KM) WEST ON CO RD 27, 33 FT (10.1
 DF5935'M) NORTH OF CO RD 27, 0.3 MI (0.5 KM) NE OF CO RD 17 JCT WITH CO RD
 DF5935'27, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5935
 DF5935                          STATION RECOVERY (2008)
 DF5935
 DF5935'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5935'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5935'THE MARK IS 4.5 MILES WEST OF SANDSTONE, 2.15 MILES WEST-SOUTHWEST
 DF5935'ALONG COUNTY ROAD 61 FROM JUNCTION COUNTY ROAD 61 AND INTERSTATE
 DF5935'HIGHWAY 35 AT SANDSTONE, THEN 0.05 MILE WEST ON COUNTY ROAD 27, THEN
 DF5935'0.2 MILE SOUTH AND 2.8 MILES WEST ALONG COUNTY ROAD 27, (0.3 MILE
 DF5935'NORTHEAST OF JUNCTION WITH COUNTY ROAD 17), 33.0 FEET NORTH OF COUNTY
 DF5935'ROAD 27, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI8197 ***********************************************************************
 DI8197  DESIGNATION -  46 DLS
 DI8197  PID         -  DI8197
 DI8197  STATE/COUNTY-  MN/KOOCHICHING
 DI8197  COUNTRY     -  US
 DI8197  USGS QUAD   -  JOHNSON LANDING NE (1970)
 DI8197
 DI8197                         *CURRENT SURVEY CONTROL
 DI8197  ______________________________________________________________________
 DI8197* NAD 83(1986) POSITION- 48 11 07.0    (N) 093 35 33.6    (W)   HD_HELD2  
 DI8197* NAVD 88 ORTHO HEIGHT -   380.541  (meters)    1248.49  (feet) ADJUSTED  
 DI8197  ______________________________________________________________________
 DI8197  GEOID HEIGHT    -        -29.74  (meters)                     GEOID09
 DI8197  DYNAMIC HEIGHT  -        380.614 (meters)     1248.73  (feet) COMP
 DI8197  MODELED GRAVITY -    980,792.1   (mgal)                       NAVD 88
 DI8197
 DI8197  VERT ORDER      -  SECOND    CLASS I
 DI8197
 DI8197.The horizontal coordinates were established by autonomous hand held GPS
 DI8197.observations and have an estimated accuracy of +/- 10 meters.
 DI8197.
 DI8197.The orthometric height was determined by differential leveling and
 DI8197.adjusted in October 2007.
 DI8197
 DI8197.The dynamic height is computed by dividing the NAVD 88
 DI8197.geopotential number by the normal gravity value computed on the
 DI8197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8197.degrees latitude (g = 980.6199 gals.).
 DI8197
 DI8197.The modeled gravity was interpolated from observed gravity values.
 DI8197
 DI8197;                    North         East    Units  Estimated Accuracy
 DI8197;SPC MN N     -   287,477.      763,370.      MT  (+/- 10 meters HH2 GPS)
 DI8197
 DI8197                          SUPERSEDED SURVEY CONTROL
 DI8197
 DI8197.No superseded survey control is available for this station.
 DI8197
 DI8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UVP5594837063(NAD 83)
 DI8197
 DI8197_MARKER: DD = SURVEY DISK
 DI8197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI8197_STAMPING: 46 DLS 1969
 DI8197_MARK LOGO: USGS  
 DI8197_PROJECTION: FLUSH
 DI8197_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI8197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8197+STABILITY: SURFACE MOTION
 DI8197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8197+SATELLITE: SATELLITE OBSERVATIONS - 1969
 DI8197
 DI8197  HISTORY     - Date     Condition        Report By
 DI8197  HISTORY     - 1969     MONUMENTED       USGS
 DI8197
 DI8197                          STATION DESCRIPTION
 DI8197
 DI8197'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 DI8197'9.75 MILES EAST ALONG COUNTY ROAD 31 FROM JUNCTION OF COUNTY ROAD 31
 DI8197'AND TRUNK HIGHWAY 71 IN BIG FALLS, 46 FEET SOUTH AND 74 FEET WEST OF
 DI8197'JUNCTION OF DENTAYBOW ROAD AND DEER RIVER LINE ROAD, 2.0 FEET SOUTH OF
 DI8197'WITNESS SIGN AT HIGH VOLTAGE POWER LINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5411 ***********************************************************************
 DG5411  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5411  DESIGNATION -  46 DRL
 DG5411  PID         -  DG5411
 DG5411  STATE/COUNTY-  MN/TODD
 DG5411  COUNTRY     -  US
 DG5411  USGS QUAD   -  WARD SPRINGS (1977)
 DG5411
 DG5411                         *CURRENT SURVEY CONTROL
 DG5411  ______________________________________________________________________
 DG5411* NAD 83(2007) POSITION- 45 50 46.90857(N) 094 52 11.90630(W)   ADJUSTED  
 DG5411* NAD 83(2007) ELLIP HT-   382.095 (meters)        (02/10/07)   ADJUSTED
 DG5411* NAD 83(2007) EPOCH   -  2002.00
 DG5411* NAVD 88 ORTHO HEIGHT -   408.71   (meters)    1340.9   (feet) GPS OBS   
 DG5411  ______________________________________________________________________
 DG5411  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5411  GEOID HEIGHT    -        -26.55  (meters)                     GEOID03
 DG5411  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG5411  NAD 83(2007) X  -   -377,854.266 (meters)                     COMP
 DG5411  NAD 83(2007) Y  - -4,434,786.347 (meters)                     COMP
 DG5411  NAD 83(2007) Z  -  4,553,642.777 (meters)                     COMP
 DG5411  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC09
 DG5411
 DG5411  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5411  Type                                         Horiz  Ellip  Dist(km)
 DG5411  -------------------------------------------------------------------
 DG5411  NETWORK                                       0.52   0.73
 DG5411  -------------------------------------------------------------------
 DG5411  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.54   0.76     11.25
 DG5411  -------------------------------------------------------------------
 DG5411  NOTE: Click here for information on individual local accuracy
 DG5411  values and other accuracy information.
 DG5411
 DG5411
 DG5411.The horizontal coordinates were established by GPS observations
 DG5411.and adjusted by the National Geodetic Survey in February 2007.
 DG5411
 DG5411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5411.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5411
 DG5411.The horizontal coordinates are valid at the epoch date displayed above
 DG5411.which is a decimal equivalence of Year/Month/Day.
 DG5411
 DG5411.The orthometric height was determined by GPS observations and a
 DG5411.high-resolution geoid model using precise GPS observation and
 DG5411.processing techniques.
 DG5411
 DG5411.Photographs are available for this station.
 DG5411
 DG5411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5411
 DG5411.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5411
 DG5411.The ellipsoidal height was determined by GPS observations
 DG5411.and is referenced to NAD 83.
 DG5411
 DG5411. The following values were computed from the NAD 83(2007) position.
 DG5411
 DG5411;                    North         East     Units Scale Factor Converg.
 DG5411;SPC MN C     -   194,258.657   751,844.531   MT  0.99995815   -0 26 54.5
 DG5411;SPC MN C     -   637,330.28  2,466,676.60   sFT  0.99995815   -0 26 54.5
 DG5411;UTM  15      - 5,078,677.932   354,804.080   MT  0.99985918   -1 20 30.8
 DG5411
 DG5411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5411!SPC MN C     -   0.99994010  x   0.99995815  =   0.99989825
 DG5411!UTM  15      -   0.99994010  x   0.99985918  =   0.99979929
 DG5411
 DG5411                          SUPERSEDED SURVEY CONTROL
 DG5411
 DG5411  NAD 83(1996)-  45 50 46.90828(N)    094 52 11.90602(W) AD(       ) 1
 DG5411  ELLIP H (05/07/04)  382.129  (m)                       GP(       ) 4 1
 DG5411  NAVD 88 (05/07/04)  408.7    (m)  GEOID99 model used   GPS OBS        
 DG5411
 DG5411.Superseded values are not recommended for survey control.
 DG5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5411.See file dsdata.txt to determine how the superseded data were derived.
 DG5411
 DG5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL5480478677(NAD 83)
 DG5411
 DG5411_MARKER: DD = SURVEY DISK
 DG5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5411_STAMPING: 46 DRL 1965
 DG5411_MARK LOGO: USGS  
 DG5411_PROJECTION: RECESSED 5 CENTIMETERS
 DG5411_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5411+STABILITY: SURFACE MOTION
 DG5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5411+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2009
 DG5411
 DG5411  HISTORY     - Date     Condition        Report By
 DG5411  HISTORY     - 1965     MONUMENTED       USGS
 DG5411  HISTORY     - 2003     GOOD             MNDT
 DG5411  HISTORY     - 20090506 GOOD             MNDT
 DG5411
 DG5411                          STATION DESCRIPTION
 DG5411
 DG5411'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5411'2.0 MI ESE OF LITTLE SAUK, 2.15 MI EAST ALONG CO RD 6 FROM THE JCT OF
 DG5411'CO RD 6 AND TH 71, TO TH  71 MP 178.20, THEN 1.05 MI SOUTH ON CO RD 35
 DG5411'(241ST AVE), 28.0 FT EAST OF CO RD 35, 25.0 FT SOUTH  OF CEDAR LAKE
 DG5411'RD, 2.7 FT WEST OF WIT POST, 2 FT NW OF FENCE COR, RECESSED 2 INCHES,
 DG5411'MAGNETIC, SUITABLE FOR GPS
 DG5411
 DG5411                          STATION RECOVERY (2009)
 DG5411
 DG5411'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (BJB)
 DG5411'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DG5411'THE MARK IS 2.0 MILES EAST-SOUTHEAST OF LITTLE SAUK, 2.15 MILES EAST
 DG5411'ALONG COUNTY ROAD 6 FROM THE JUNCTION OF COUNTY ROAD 6 AND TRUNK
 DG5411'HIGHWAY 71, TO TRUNK HIGHWAY 71 MILEPOINT 178.20, THEN 1.05 MILES
 DG5411'SOUTH ON COUNTY ROAD 35 (241ST AVENUE), 28.0 FEET EAST OF COUNTY ROAD
 DG5411'35, 25.0 FEET SOUTH OF CEDAR LAKE ROAD, 2 FEET NORTHWEST OF FENCE
 DG5411'CORNER, 2.7 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6950 ***********************************************************************
 DF6950  DESIGNATION -  46 DWB
 DF6950  PID         -  DF6950
 DF6950  STATE/COUNTY-  MN/JACKSON
 DF6950  COUNTRY     -  US
 DF6950  USGS QUAD   -  LAKEFIELD SE (1970)
 DF6950
 DF6950                         *CURRENT SURVEY CONTROL
 DF6950  ______________________________________________________________________
 DF6950* NAD 83(2007) POSITION- 43 35 18.72526(N) 095 06 52.42620(W)   ADJUSTED  
 DF6950* NAD 83(2007) ELLIP HT-   421.086 (meters)        (02/10/07)   ADJUSTED
 DF6950* NAD 83(2007) EPOCH   -  2002.00
 DF6950* NAVD 88 ORTHO HEIGHT -   448.6    (meters)    1472.    (feet) GPS OBS   
 DF6950  ______________________________________________________________________
 DF6950  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6950  GEOID HEIGHT    -        -27.49  (meters)                     GEOID99
 DF6950  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DF6950  NAD 83(2007) X  -   -412,522.798 (meters)                     COMP
 DF6950  NAD 83(2007) Y  - -4,608,996.453 (meters)                     COMP
 DF6950  NAD 83(2007) Z  -  4,375,382.013 (meters)                     COMP
 DF6950  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 DF6950
 DF6950  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6950  Type                                         Horiz  Ellip  Dist(km)
 DF6950  -------------------------------------------------------------------
 DF6950  NETWORK                                       0.88   1.16
 DF6950  -------------------------------------------------------------------
 DF6950  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.96   1.23      9.82
 DF6950  -------------------------------------------------------------------
 DF6950  NOTE: Click here for information on individual local accuracy
 DF6950  values and other accuracy information.
 DF6950
 DF6950
 DF6950.The horizontal coordinates were established by GPS observations
 DF6950.and adjusted by the National Geodetic Survey in February 2007.
 DF6950
 DF6950.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6950.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6950
 DF6950.The horizontal coordinates are valid at the epoch date displayed above
 DF6950.which is a decimal equivalence of Year/Month/Day.
 DF6950
 DF6950.The orthometric height was determined by GPS observations and a
 DF6950.high-resolution geoid model.
 DF6950
 DF6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6950
 DF6950.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6950
 DF6950.The ellipsoidal height was determined by GPS observations
 DF6950.and is referenced to NAD 83.
 DF6950
 DF6950. The following values were computed from the NAD 83(2007) position.
 DF6950
 DF6950;                    North         East     Units Scale Factor Converg.
 DF6950;SPC MN S     -   166,008.531   709,988.161   MT  1.00004789   -0 46 52.4
 DF6950;SPC MN S     -   544,646.32  2,329,352.82   sFT  1.00004789   -0 46 52.4
 DF6950;UTM  15      - 4,828,346.297   329,297.611   MT  0.99995843   -1 27 29.8
 DF6950
 DF6950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6950!SPC MN S     -   0.99993397  x   1.00004789  =   0.99998186
 DF6950!UTM  15      -   0.99993397  x   0.99995843  =   0.99989241
 DF6950
 DF6950                          SUPERSEDED SURVEY CONTROL
 DF6950
 DF6950  NAD 83(1996)-  43 35 18.72465(N)    095 06 52.42559(W) AD(       ) 1
 DF6950  ELLIP H (08/07/03)  421.135  (m)                       GP(       ) 3 1
 DF6950
 DF6950.Superseded values are not recommended for survey control.
 DF6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6950.See file dsdata.txt to determine how the superseded data were derived.
 DF6950
 DF6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ2929728346(NAD 83)
 DF6950
 DF6950_MARKER: DB = BENCH MARK DISK
 DF6950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6950_STAMPING: 46 DWB 1967
 DF6950_MARK LOGO: DI    
 DF6950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6950+STABILITY: SURFACE MOTION
 DF6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6950+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DF6950
 DF6950  HISTORY     - Date     Condition        Report By
 DF6950  HISTORY     - 1967     MONUMENTED       DI
 DF6950  HISTORY     - 2002     GOOD             MNDT
 DF6950
 DF6950                          STATION DESCRIPTION
 DF6950
 DF6950'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6950'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS DESCRIBED AS FOLLOWS.
 DF6950'5.9 MI WSW OF JACKSON, 1.9 MI SOUTH OF JUNCTION OF COUNTY ROAD 34 AND
 DF6950'TOWNSHIP ROAD, 33 FT EAST OF TOWNSHIP ROAD, 389 FT NORTH OF CROSSROAD,
 DF6950'2 FT SOUTH OF POLE, 1.0 FT SOUTH OF WITNESS POST, RECESSED 1 INCH,
 DF6950'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP3139 ***********************************************************************
 PP3139  DESIGNATION -  46 GJS
 PP3139  PID         -  PP3139
 PP3139  STATE/COUNTY-  MN/GOODHUE
 PP3139  COUNTRY     -  US
 PP3139  USGS QUAD   -  WEST CONCORD (1965)
 PP3139
 PP3139                         *CURRENT SURVEY CONTROL
 PP3139  ______________________________________________________________________
 PP3139* NAD 83(1996) POSITION- 44 14 25.52797(N) 092 57 31.82577(W)   NO CHECK  
 PP3139* NAVD 88 ORTHO HEIGHT -   380.515  (meters)    1248.41  (feet) ADJUSTED  
 PP3139  ______________________________________________________________________
 PP3139  LAPLACE CORR    -         -8.83  (seconds)                    DEFLEC09
 PP3139  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 PP3139  DYNAMIC HEIGHT  -        380.454 (meters)     1248.21  (feet) COMP
 PP3139  MODELED GRAVITY -    980,447.3   (mgal)                       NAVD 88
 PP3139
 PP3139  HORZ ORDER      -  SECOND
 PP3139  VERT ORDER      -  SECOND    CLASS I
 PP3139
 PP3139.The horizontal coordinates were established by classical geodetic methods
 PP3139.and adjusted by the National Geodetic Survey in March 1999.
 PP3139.
 PP3139.No horizontal observational check was made to the station.
 PP3139.
 PP3139.The orthometric height was determined by differential leveling and
 PP3139.adjusted in December 1997.
 PP3139
 PP3139.The Laplace correction was computed from DEFLEC09 derived deflections.
 PP3139
 PP3139.The dynamic height is computed by dividing the NAVD 88
 PP3139.geopotential number by the normal gravity value computed on the
 PP3139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP3139.degrees latitude (g = 980.6199 gals.).
 PP3139
 PP3139.The modeled gravity was interpolated from observed gravity values.
 PP3139
 PP3139. The following values were computed from the NAD 83(1996) position.
 PP3139
 PP3139;                    North         East     Units Scale Factor Converg.
 PP3139;SPC MN S     -   238,354.834   883,161.614   MT  0.99993237   +0 43 47.2
 PP3139;SPC MN S     -   782,002.48  2,897,506.06   sFT  0.99993237   +0 43 47.2
 PP3139;UTM  15      - 4,898,577.641   503,286.572   MT  0.99960013   +0 01 43.4
 PP3139
 PP3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PP3139!SPC MN S     -   0.99994488  x   0.99993237  =   0.99987726
 PP3139!UTM  15      -   0.99994488  x   0.99960013  =   0.99954503
 PP3139
 PP3139                          SUPERSEDED SURVEY CONTROL
 PP3139
 PP3139  NAD 83(1986)-  44 14 25.52079(N)    092 57 31.82096(W) AD(       ) 2
 PP3139  NGVD 29 (12/11/97)  380.495  (m)         1248.34   (f) ADJUSTED    2 1
 PP3139
 PP3139.Superseded values are not recommended for survey control.
 PP3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP3139.See file dsdata.txt to determine how the superseded data were derived.
 PP3139
 PP3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0328698577(NAD 83)
 PP3139
 PP3139_MARKER: DD = SURVEY DISK
 PP3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP3139_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PP3139_STAMPING: 46 GJS 1964 1248
 PP3139_MARK LOGO: USGS  
 PP3139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PP3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP3139+STABILITY: SURFACE MOTION
 PP3139
 PP3139  HISTORY     - Date     Condition        Report By
 PP3139  HISTORY     - 1964     MONUMENTED       USGS
 PP3139  HISTORY     - 1983     GOOD             MNDT
 PP3139  HISTORY     - 20090610 MARK NOT FOUND   MNDT
 PP3139
 PP3139                          STATION DESCRIPTION
 PP3139
 PP3139'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (DKH)
 PP3139'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF
 PP3139'KENYON, IN THE SW 1/4 OF SECTION 14, T109N, R18W, IN THE NORTHEAST
 PP3139'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 56 AND COUNTY ROAD 23.
 PP3139'
 PP3139'TO REACH THE STATION FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 56 AND
 PP3139'TRUNK HIGHWAY 60 IN KENYON, GO SOUTHEAST ON TRUNK HIGHWAY 56 FOR 2.5
 PP3139'MILES TO A CROSSROAD AND THE STATION ON THE LEFT.
 PP3139'
 PP3139'THE STATION MARK, A STANDARD USGS BENCH MARK DISK
 PP3139'STAMPED---46 GJS 1964 1248---, IS SET IN THE TOP OF A 12 INCH SQUARE
 PP3139'CONCRETE POST THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND
 PP3139'AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.  THE MARK IS
 PP3139'49.5 FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT
 PP3139'72.3, 24 FEET NORTH OF THE CENTER OF COUNTY ROAD 23, 25.5 FEET
 PP3139'WEST-SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, 80 FEET NORTHWEST OF A
 PP3139'POWER POLE, AND 0.8 FOOT WEST OF A STEEL WITNESS POST.
 PP3139'
 PP3139'THIS STATION IS AN AZIMUTH MARK FOR STATION KENYON MNDT AZ MK.
 PP3139
 PP3139                          STATION RECOVERY (1983)
 PP3139
 PP3139'RECOVERY NOTE BY MN DEPT OF TRANSP 1983 (OCO)
 PP3139'THE MARK IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE TOWN OF KENYON,
 PP3139'IN THE SW 1/4 OF SECTION 14, T109N, R18W, 2.55 MILES SOUTHEAST ALONG
 PP3139'TRUNK HIGHWAY 56 FROM THE WEST JUNCTION OF TRUNK HIGHWAY 60 AND TRUNK
 PP3139'HIGHWAY 56 (RED WING AVENUE AND 2ND STREET) IN KENYON, 49.5 FEET
 PP3139'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 56 AT MILEPOINT 72.3, 24
 PP3139'FEET NORTH OF THE CENTER OF COUNTY ROAD 23, 25.5 FEET WEST-SOUTHWEST
 PP3139'OF A STEEL RIGHT-OF-WAY POST, 80 FEET NORTHWEST OF A POWER POLE, AND
 PP3139'0.8 FOOT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD USGS
 PP3139'BENCH MARK DISK STAMPED---46 GJS 1964 1248---, IS SET IN THE TOP OF A
 PP3139'CONCRETE POST THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND
 PP3139'AND IS ABOUT 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 56.
 PP3139
 PP3139                          STATION RECOVERY (2009)
 PP3139
 PP3139'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP3139'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2331 ***********************************************************************
 DL2331  DESIGNATION -  46 KEE
 DL2331  PID         -  DL2331
 DL2331  STATE/COUNTY-  MN/ROSEAU
 DL2331  COUNTRY     -  US
 DL2331  USGS QUAD   -  THIEF LAKE SE (1968)
 DL2331
 DL2331                         *CURRENT SURVEY CONTROL
 DL2331  ______________________________________________________________________
 DL2331* NAD 83(2007) POSITION- 48 36 45.73537(N) 095 49 17.39534(W)   ADJUSTED  
 DL2331* NAD 83(2007) ELLIP HT-   321.867 (meters)        (04/01/09)   ADJUSTED
 DL2331* NAD 83(2007) EPOCH   -  2002.00
 DL2331* NAVD 88 ORTHO HEIGHT -   349.5    (meters)    1147.    (feet) GPS OBS   
 DL2331  ______________________________________________________________________
 DL2331  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2331  GEOID HEIGHT    -        -27.63  (meters)                     GEOID03
 DL2331  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DL2331  NAD 83(2007) X  -   -428,545.813 (meters)                     COMP
 DL2331  NAD 83(2007) Y  - -4,203,267.233 (meters)                     COMP
 DL2331  NAD 83(2007) Z  -  4,762,434.385 (meters)                     COMP
 DL2331  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC09
 DL2331  HORZ ORDER      -  FIRST
 DL2331  ELLP ORDER      -  FOURTH    CLASS I
 DL2331
 DL2331.The horizontal coordinates were established by GPS observations
 DL2331.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2331
 DL2331.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2331.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2331
 DL2331.The horizontal coordinates are valid at the epoch date displayed above
 DL2331.which is a decimal equivalence of Year/Month/Day.
 DL2331
 DL2331.The orthometric height was determined by GPS observations and a
 DL2331.high-resolution geoid model.
 DL2331
 DL2331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2331
 DL2331.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2331
 DL2331.The ellipsoidal height was determined by GPS observations
 DL2331.and is referenced to NAD 83.
 DL2331
 DL2331. The following values were computed from the NAD 83(2007) position.
 DL2331
 DL2331;                    North         East     Units Scale Factor Converg.
 DL2331;SPC MN N     -   338,419.394   599,366.100   MT  0.99999503   -2 01 02.0
 DL2331;SPC MN N     - 1,110,297.63  1,966,420.28   sFT  0.99999503   -2 01 02.0
 DL2331;UTM  15      - 5,388,246.449   292,043.618   MT  1.00013134   -2 07 03.4
 DL2331
 DL2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2331!SPC MN N     -   0.99994956  x   0.99999503  =   0.99994459
 DL2331!UTM  15      -   0.99994956  x   1.00013134  =   1.00008089
 DL2331
 DL2331                          SUPERSEDED SURVEY CONTROL
 DL2331
 DL2331.No superseded survey control is available for this station.
 DL2331
 DL2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTP9204388246(NAD 83)
 DL2331
 DL2331_MARKER: DD = SURVEY DISK
 DL2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2331_STAMPING: 46 KEE 1966
 DL2331_MARK LOGO: USGS  
 DL2331_PROJECTION: PROJECTING 15 CENTIMETERS
 DL2331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2331+STABILITY: SURFACE MOTION
 DL2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2331+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2331
 DL2331  HISTORY     - Date     Condition        Report By
 DL2331  HISTORY     - 1966     MONUMENTED       USGS
 DL2331  HISTORY     - 20091001 GOOD             MNDT
 DL2331
 DL2331                          STATION DESCRIPTION
 DL2331
 DL2331'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2331'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2331'THE MARK IS 3.0 MILES SOUTH AND 4.0 MILES WEST OF WANNASKA, 2.2 MILES
 DL2331'SOUTH ALONG TRUNK HIGHWAY 89 FROM THE ROSEAU RIVER IN WANNASKA TO
 DL2331'TRUNK HIGHWAY 89 MILEPOINT 109.4, THENCE 5.0 MILES WEST AND SOUTH
 DL2331'ALONG COUNTY ROAD 8, 56 FEET SOUTH OF COUNTY ROAD 8, 24 FEET WEST OF
 DL2331'DIRT ROAD SOUTH, 0.3 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ1973 ***********************************************************************
 AJ1973  DESIGNATION -  46 LNB
 AJ1973  PID         -  AJ1973
 AJ1973  STATE/COUNTY-  MN/WADENA
 AJ1973  COUNTRY     -  US
 AJ1973  USGS QUAD   -  SEBEKA (1969)
 AJ1973
 AJ1973                         *CURRENT SURVEY CONTROL
 AJ1973  ______________________________________________________________________
 AJ1973* NAD 83(1986) POSITION- 46 37 49.     (N) 095 00 54.     (W)   SCALED    
 AJ1973* NAVD 88 ORTHO HEIGHT -   414.842  (meters)    1361.03  (feet) ADJUSTED  
 AJ1973  ______________________________________________________________________
 AJ1973  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AJ1973  DYNAMIC HEIGHT  -        414.852 (meters)     1361.06  (feet) COMP
 AJ1973  MODELED GRAVITY -    980,626.7   (mgal)                       NAVD 88
 AJ1973
 AJ1973  VERT ORDER      -  SECOND    CLASS I
 AJ1973
 AJ1973.The horizontal coordinates were scaled from a topographic map and have
 AJ1973.an estimated accuracy of +/- 6 seconds.
 AJ1973.
 AJ1973.The orthometric height was determined by differential leveling and
 AJ1973.adjusted in August 2004.
 AJ1973
 AJ1973.No vertical observational check was made to the station.
 AJ1973
 AJ1973.The dynamic height is computed by dividing the NAVD 88
 AJ1973.geopotential number by the normal gravity value computed on the
 AJ1973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ1973.degrees latitude (g = 980.6199 gals.).
 AJ1973
 AJ1973.The modeled gravity was interpolated from observed gravity values.
 AJ1973
 AJ1973;                    North         East    Units  Estimated Accuracy
 AJ1973;SPC MN C     -   281,480.      741,420.      MT  (+/- 180 meters Scaled)
 AJ1973
 AJ1973                          SUPERSEDED SURVEY CONTROL
 AJ1973
 AJ1973.No superseded survey control is available for this station.
 AJ1973
 AJ1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM457660(NAD 83)
 AJ1973
 AJ1973_MARKER: DB = BENCH MARK DISK
 AJ1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ1973_STAMPING: 46 LNB 1967
 AJ1973_MARK LOGO: USGS  
 AJ1973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AJ1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ1973+STABILITY: SURFACE MOTION
 AJ1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ1973+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1999
 AJ1973
 AJ1973  HISTORY     - Date     Condition        Report By
 AJ1973  HISTORY     - 1967     MONUMENTED       USGS
 AJ1973  HISTORY     - 19991006 GOOD             MNDT
 AJ1973
 AJ1973                          STATION DESCRIPTION
 AJ1973
 AJ1973'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 AJ1973'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.6 MI (5.8 KM)
 AJ1973'EAST OF SEBEKA ON TH 227, 0.1 MI (0.2 KM) EAST OF CO RD 23 NORTH, 42
 AJ1973'FT (12.8 M) NORTH AND 77 FT (23.5 M) WEST OF TH 227 AT DRIVE NORTH, 61
 AJ1973'FT (18.6 M) SW OF SW COR OF HOUSE, 1.4 FT (0.4 M) NORTH AND 1.5 FT
 AJ1973'(0.5 M) WEST OF COR FENCE POST, 0.4 FT (12.2 CM) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1051 ***********************************************************************
 PQ1051  DESIGNATION -  46 T
 PQ1051  PID         -  PQ1051
 PQ1051  STATE/COUNTY-  MN/LYON
 PQ1051  COUNTRY     -  US
 PQ1051  USGS QUAD   -  DUDLEY (1962)
 PQ1051
 PQ1051                         *CURRENT SURVEY CONTROL
 PQ1051  ______________________________________________________________________
 PQ1051* NAD 83(1996) POSITION- 44 29 54.69762(N) 095 39 19.40127(W)   ADJUSTED  
 PQ1051* NAVD 88 ORTHO HEIGHT -   334.35   (+/-2cm)    1096.9   (feet) VERTCON   
 PQ1051  ______________________________________________________________________
 PQ1051  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 PQ1051  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC09
 PQ1051  HORZ ORDER      -  THIRD
 PQ1051  VERT ORDER      -  THIRD ? (See Below)
 PQ1051
 PQ1051.The horizontal coordinates were established by classical geodetic methods
 PQ1051.and adjusted by the National Geodetic Survey in March 1999.
 PQ1051.
 PQ1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1051
 PQ1051.The vertical order pertains to the NGVD 29 superseded value.
 PQ1051
 PQ1051.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1051
 PQ1051. The following values were computed from the NAD 83(1996) position.
 PQ1051
 PQ1051;                    North         East     Units Scale Factor Converg.
 PQ1051;SPC MN S     -   267,836.249   668,363.566   MT  0.99992204   -1 09 37.1
 PQ1051;SPC MN S     -   878,726.09  2,192,789.47   sFT  0.99992204   -1 09 37.1
 PQ1051;UTM  15      - 4,930,675.469   288,895.785   MT  1.00014808   -1 51 42.6
 PQ1051
 PQ1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1051!SPC MN S     -   0.99995183  x   0.99992204  =   0.99987388
 PQ1051!UTM  15      -   0.99995183  x   1.00014808  =   1.00009991
 PQ1051
 PQ1051                          SUPERSEDED SURVEY CONTROL
 PQ1051
 PQ1051  NAD 83(1996)-  44 29 54.69092(N)    095 39 19.39588(W) AD(       ) 3
 PQ1051  NAD 83(1986)-  44 29 54.69059(N)    095 39 19.39238(W) AD(       ) 3
 PQ1051  NAD 27      -  44 29 54.83173(N)    095 39 18.32452(W) AD(       ) 3
 PQ1051  NGVD 29 (07/19/86)  334.17   (m)         1096.4    (f) LEVELING    3  
 PQ1051
 PQ1051.Superseded values are not recommended for survey control.
 PQ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1051.See file dsdata.txt to determine how the superseded data were derived.
 PQ1051
 PQ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8889530675(NAD 83)
 PQ1051
 PQ1051_MARKER: DB = BENCH MARK DISK
 PQ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1051_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1051_STAMPING: 46 T 1960 1096
 PQ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1051+STABILITY: SURFACE MOTION
 PQ1051
 PQ1051  HISTORY     - Date     Condition        Report By
 PQ1051  HISTORY     - 1960     MONUMENTED       USGS
 PQ1051
 PQ1051                          STATION DESCRIPTION
 PQ1051
 PQ1051'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1051'MARSHALL, 3.5 MILE N AND 7 MILE E OF. 995 FT S AND 2 FT E OF X-FENCES
 PQ1051'AT CORNER SECTIONS 15,16,21,22,T.112N,R.40W, 180 FT N OF JOG IN FENCE
 PQ1051'AT E-W FIELD LINE, 39 FT W OF DIM TRACK ROAD AND SET FLUSH WITH
 PQ1051'GROUND. IN A CONCRETE POST A STANDARD TABLET STAMPED---46 T 1960 1096
 PQ1051'ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2694 ***********************************************************************
 DK2694  DESIGNATION -  4601 B
 DK2694  PID         -  DK2694
 DK2694  STATE/COUNTY-  MN/MARTIN
 DK2694  COUNTRY     -  US
 DK2694  USGS QUAD   -  DUNNELL (1970)
 DK2694
 DK2694                         *CURRENT SURVEY CONTROL
 DK2694  ______________________________________________________________________
 DK2694* NAD 83(1986) POSITION- 43 34 08.5    (N) 094 46 29.1    (W)   HD_HELD2  
 DK2694* NAVD 88 ORTHO HEIGHT -   405.484  (meters)    1330.33  (feet) ADJUSTED  
 DK2694  ______________________________________________________________________
 DK2694  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DK2694  DYNAMIC HEIGHT  -        405.382 (meters)     1329.99  (feet) COMP
 DK2694  MODELED GRAVITY -    980,356.5   (mgal)                       NAVD 88
 DK2694
 DK2694  VERT ORDER      -  SECOND    CLASS I
 DK2694
 DK2694.The horizontal coordinates were established by autonomous hand held GPS
 DK2694.observations and have an estimated accuracy of +/- 10 meters.
 DK2694.
 DK2694.The orthometric height was determined by differential leveling and
 DK2694.adjusted in June 2008.
 DK2694
 DK2694.No vertical observational check was made to the station.
 DK2694
 DK2694.Photographs are available for this station.
 DK2694
 DK2694.The dynamic height is computed by dividing the NAVD 88
 DK2694.geopotential number by the normal gravity value computed on the
 DK2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2694.degrees latitude (g = 980.6199 gals.).
 DK2694
 DK2694.The modeled gravity was interpolated from observed gravity values.
 DK2694
 DK2694;                    North         East    Units  Estimated Accuracy
 DK2694;SPC MN S     -   163,524.      737,410.      MT  (+/- 10 meters HH2 GPS)
 DK2694
 DK2694                          SUPERSEDED SURVEY CONTROL
 DK2694
 DK2694.No superseded survey control is available for this station.
 DK2694
 DK2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5668325537(NAD 83)
 DK2694
 DK2694_MARKER: DB = BENCH MARK DISK
 DK2694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK2694_STAMPING: 4601 B 1950
 DK2694_MARK LOGO: MNHD  
 DK2694_PROJECTION: FLUSH
 DK2694_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK2694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK2694+STABILITY: SURFACE MOTION
 DK2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2694+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DK2694
 DK2694  HISTORY     - Date     Condition        Report By
 DK2694  HISTORY     - 1950     MONUMENTED       MNHD
 DK2694  HISTORY     - 20060301 GOOD             MNDT
 DK2694
 DK2694                          STATION DESCRIPTION
 DK2694
 DK2694'DESCRIBED BY MN DEPT OF TRANSP 2006 (PB)
 DK2694'0.4 MI (0.6 KM) NORTH OF DUNNELL, 0.7 MI (1.1 KM) NORTH ON TRUNK
 DK2694'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8, 91
 DK2694'FT (27.7 M) WEST OF TRUNK HIGHWAY 4, 1.4 FT (0.4 M) EAST OF CEMETERY
 DK2694'FENCE, 53.6 FT (16.3 M) NORTH OF NORTH GATE POST, 64 FT (19.5 M) NORTH
 DK2694'OF SOUTH GATE POST, AT TRUNK HIGHWAY 4 MILE POINT 4.8, 0.4 FT (0.1 M)
 DK2694'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2693 ***********************************************************************
 DK2693  DESIGNATION -  4601 C
 DK2693  PID         -  DK2693
 DK2693  STATE/COUNTY-  MN/MARTIN
 DK2693  COUNTRY     -  US
 DK2693  USGS QUAD   -  DUNNELL (1970)
 DK2693
 DK2693                         *CURRENT SURVEY CONTROL
 DK2693  ______________________________________________________________________
 DK2693* NAD 83(1986) POSITION- 43 34 56.8    (N) 094 46 27.7    (W)   HD_HELD2  
 DK2693* NAVD 88 ORTHO HEIGHT -   393.270  (meters)    1290.25  (feet) ADJUSTED  
 DK2693  ______________________________________________________________________
 DK2693  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DK2693  DYNAMIC HEIGHT  -        393.171 (meters)     1289.93  (feet) COMP
 DK2693  MODELED GRAVITY -    980,357.9   (mgal)                       NAVD 88
 DK2693
 DK2693  VERT ORDER      -  SECOND    CLASS I
 DK2693
 DK2693.The horizontal coordinates were established by autonomous hand held GPS
 DK2693.observations and have an estimated accuracy of +/- 10 meters.
 DK2693.
 DK2693.The orthometric height was determined by differential leveling and
 DK2693.adjusted in June 2008.
 DK2693
 DK2693.No vertical observational check was made to the station.
 DK2693
 DK2693.Photographs are available for this station.
 DK2693
 DK2693.The dynamic height is computed by dividing the NAVD 88
 DK2693.geopotential number by the normal gravity value computed on the
 DK2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2693.degrees latitude (g = 980.6199 gals.).
 DK2693
 DK2693.The modeled gravity was interpolated from observed gravity values.
 DK2693
 DK2693;                    North         East    Units  Estimated Accuracy
 DK2693;SPC MN S     -   165,014.      737,455.      MT  (+/- 10 meters HH2 GPS)
 DK2693
 DK2693                          SUPERSEDED SURVEY CONTROL
 DK2693
 DK2693.No superseded survey control is available for this station.
 DK2693
 DK2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5674727027(NAD 83)
 DK2693
 DK2693_MARKER: DB = BENCH MARK DISK
 DK2693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2693_SP_SET: BRIDGE ABUTMENT
 DK2693_STAMPING: 4601 C 1950
 DK2693_MARK LOGO: MNHD  
 DK2693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2693+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DK2693
 DK2693  HISTORY     - Date     Condition        Report By
 DK2693  HISTORY     - 1950     MONUMENTED       MNHD
 DK2693  HISTORY     - 20060301 GOOD             MNDT
 DK2693
 DK2693                          STATION DESCRIPTION
 DK2693
 DK2693'DESCRIBED BY MN DEPT OF TRANSP 2006 (PB)
 DK2693'1.3 MI (2.1 KM) NORTH OF DUNNELL, 1.6 MI (2.6 KM) NORTH ON TRUNK
 DK2693'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8, MARK
 DK2693'SET IN SOUTHEAST CORNER OF TRUNK HIGHWAY 4 BRIDGE 887 OVER STREAM, 16
 DK2693'FT (4.9 M) EAST OF TRUNK HIGHWAY 4, AT TRUNK HIGHWAY 4 MILE POINT 5.7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2692 ***********************************************************************
 DK2692  DESIGNATION -  4601 D
 DK2692  PID         -  DK2692
 DK2692  STATE/COUNTY-  MN/MARTIN
 DK2692  COUNTRY     -  US
 DK2692  USGS QUAD   -  DUNNELL (1970)
 DK2692
 DK2692                         *CURRENT SURVEY CONTROL
 DK2692  ______________________________________________________________________
 DK2692* NAD 83(1986) POSITION- 43 35 10.6    (N) 094 46 27.4    (W)   HD_HELD2  
 DK2692* NAVD 88 ORTHO HEIGHT -   391.611  (meters)    1284.81  (feet) ADJUSTED  
 DK2692  ______________________________________________________________________
 DK2692  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DK2692  DYNAMIC HEIGHT  -        391.513 (meters)     1284.49  (feet) COMP
 DK2692  MODELED GRAVITY -    980,358.6   (mgal)                       NAVD 88
 DK2692
 DK2692  VERT ORDER      -  SECOND    CLASS I
 DK2692
 DK2692.The horizontal coordinates were established by autonomous hand held GPS
 DK2692.observations and have an estimated accuracy of +/- 10 meters.
 DK2692.
 DK2692.The orthometric height was determined by differential leveling and
 DK2692.adjusted in June 2008.
 DK2692
 DK2692.No vertical observational check was made to the station.
 DK2692
 DK2692.Photographs are available for this station.
 DK2692
 DK2692.The dynamic height is computed by dividing the NAVD 88
 DK2692.geopotential number by the normal gravity value computed on the
 DK2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2692.degrees latitude (g = 980.6199 gals.).
 DK2692
 DK2692.The modeled gravity was interpolated from observed gravity values.
 DK2692
 DK2692;                    North         East    Units  Estimated Accuracy
 DK2692;SPC MN S     -   165,440.      737,466.      MT  (+/- 10 meters HH2 GPS)
 DK2692
 DK2692                          SUPERSEDED SURVEY CONTROL
 DK2692
 DK2692.No superseded survey control is available for this station.
 DK2692
 DK2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5676227452(NAD 83)
 DK2692
 DK2692_MARKER: DB = BENCH MARK DISK
 DK2692_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DK2692_SP_SET: BRIDGE ABUTMENT
 DK2692_STAMPING: 4601 D 1950
 DK2692_MARK LOGO: MNHD  
 DK2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK2692+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DK2692
 DK2692  HISTORY     - Date     Condition        Report By
 DK2692  HISTORY     - 1950     MONUMENTED       MNHD
 DK2692  HISTORY     - 20060301 GOOD             MNDT
 DK2692
 DK2692                          STATION DESCRIPTION
 DK2692
 DK2692'DESCRIBED BY MN DEPT OF TRANSP 2006 (JAH)
 DK2692'1.7 MI (2.7 KM) NORTH OF DUNNELL, 2.0 MI (3.2 KM) NORTH ON TRUNK
 DK2692'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8, MARK
 DK2692'SET IN SOUTHEAST CORNER OF TRUNK HIGHWAY 4 BRIDGE 6649 OVER EAST DES
 DK2692'MOINES RIVER, 18 FT (5.5 M) EAST OF TRUNK HIGHWAY 4, AT TRUNK HIGHWAY
 DK2692'4 MILE POINT 6.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2698 ***********************************************************************
 DK2698  DESIGNATION -  4601 H
 DK2698  PID         -  DK2698
 DK2698  STATE/COUNTY-  MN/MARTIN
 DK2698  COUNTRY     -  US
 DK2698  USGS QUAD   -  DUNNELL (1970)
 DK2698
 DK2698                         *CURRENT SURVEY CONTROL
 DK2698  ______________________________________________________________________
 DK2698* NAD 83(1986) POSITION- 43 31 04.2    (N) 094 46 46.7    (W)   HD_HELD2  
 DK2698* NAVD 88 ORTHO HEIGHT -   410.249  (meters)    1345.96  (feet) ADJUSTED  
 DK2698  ______________________________________________________________________
 DK2698  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 DK2698  DYNAMIC HEIGHT  -        410.144 (meters)     1345.61  (feet) COMP
 DK2698  MODELED GRAVITY -    980,350.7   (mgal)                       NAVD 88
 DK2698
 DK2698  VERT ORDER      -  SECOND    CLASS I
 DK2698
 DK2698.The horizontal coordinates were established by autonomous hand held GPS
 DK2698.observations and have an estimated accuracy of +/- 10 meters.
 DK2698.
 DK2698.The orthometric height was determined by differential leveling and
 DK2698.adjusted in June 2008.
 DK2698
 DK2698.No vertical observational check was made to the station.
 DK2698
 DK2698.Photographs are available for this station.
 DK2698
 DK2698.The dynamic height is computed by dividing the NAVD 88
 DK2698.geopotential number by the normal gravity value computed on the
 DK2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2698.degrees latitude (g = 980.6199 gals.).
 DK2698
 DK2698.The modeled gravity was interpolated from observed gravity values.
 DK2698
 DK2698;                    North         East    Units  Estimated Accuracy
 DK2698;SPC MN S     -   157,840.      736,961.      MT  (+/- 10 meters HH2 GPS)
 DK2698
 DK2698                          SUPERSEDED SURVEY CONTROL
 DK2698
 DK2698.No superseded survey control is available for this station.
 DK2698
 DK2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5616719860(NAD 83)
 DK2698
 DK2698_MARKER: DD = SURVEY DISK
 DK2698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2698_STAMPING: 4601 H 2005
 DK2698_MARK LOGO: MNDT  
 DK2698_PROJECTION: RECESSED 10 CENTIMETERS
 DK2698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2698+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2698_ROD/PIPE-DEPTH:  9.1 meters
 DK2698
 DK2698  HISTORY     - Date     Condition        Report By
 DK2698  HISTORY     - 2005     MONUMENTED       MNDT
 DK2698
 DK2698                          STATION DESCRIPTION
 DK2698
 DK2698'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2698'3.0 MI (4.8 KM) SOUTH OF DUNNELL, 2.95 MI (4.7 KM) SOUTH ALONG TRUNK
 DK2698'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2698'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 1.15, 0.9 FT (0.3 M) WEST OF A
 DK2698'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2697 ***********************************************************************
 DK2697  DESIGNATION -  4601 J
 DK2697  PID         -  DK2697
 DK2697  STATE/COUNTY-  MN/MARTIN
 DK2697  COUNTRY     -  US
 DK2697  USGS QUAD   -  DUNNELL (1970)
 DK2697
 DK2697                         *CURRENT SURVEY CONTROL
 DK2697  ______________________________________________________________________
 DK2697* NAD 83(1986) POSITION- 43 31 48.8    (N) 094 46 40.8    (W)   HD_HELD2  
 DK2697* NAVD 88 ORTHO HEIGHT -   406.172  (meters)    1332.58  (feet) ADJUSTED  
 DK2697  ______________________________________________________________________
 DK2697  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 DK2697  DYNAMIC HEIGHT  -        406.068 (meters)     1332.24  (feet) COMP
 DK2697  MODELED GRAVITY -    980,352.3   (mgal)                       NAVD 88
 DK2697
 DK2697  VERT ORDER      -  SECOND    CLASS I
 DK2697
 DK2697.The horizontal coordinates were established by autonomous hand held GPS
 DK2697.observations and have an estimated accuracy of +/- 10 meters.
 DK2697.
 DK2697.The orthometric height was determined by differential leveling and
 DK2697.adjusted in June 2008.
 DK2697
 DK2697.No vertical observational check was made to the station.
 DK2697
 DK2697.Photographs are available for this station.
 DK2697
 DK2697.The dynamic height is computed by dividing the NAVD 88
 DK2697.geopotential number by the normal gravity value computed on the
 DK2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2697.degrees latitude (g = 980.6199 gals.).
 DK2697
 DK2697.The modeled gravity was interpolated from observed gravity values.
 DK2697
 DK2697;                    North         East    Units  Estimated Accuracy
 DK2697;SPC MN S     -   159,215.      737,106.      MT  (+/- 10 meters HH2 GPS)
 DK2697
 DK2697                          SUPERSEDED SURVEY CONTROL
 DK2697
 DK2697.No superseded survey control is available for this station.
 DK2697
 DK2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5632921233(NAD 83)
 DK2697
 DK2697_MARKER: DD = SURVEY DISK
 DK2697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2697_STAMPING: 4601 J 2005
 DK2697_MARK LOGO: MNDT  
 DK2697_PROJECTION: RECESSED 10 CENTIMETERS
 DK2697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2697+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2697_ROD/PIPE-DEPTH:  7.6 meters
 DK2697
 DK2697  HISTORY     - Date     Condition        Report By
 DK2697  HISTORY     - 2005     MONUMENTED       MNDT
 DK2697
 DK2697                          STATION DESCRIPTION
 DK2697
 DK2697'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2697'2.0 MI (3.2 KM) SOUTH OF DUNNELL, 2.0 MI (3.2 KM) SOUTH ALONG TRUNK
 DK2697'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2697'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 2.10, 72.9 FT (22.2 M) WEST OF
 DK2697'TRUNK HIGHWAY 4, 43.4 FT (13.2 M) NORTH OF 30TH STREET, 0.9 FT (0.3 M)
 DK2697'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2696 ***********************************************************************
 DK2696  DESIGNATION -  4601 K
 DK2696  PID         -  DK2696
 DK2696  STATE/COUNTY-  MN/MARTIN
 DK2696  COUNTRY     -  US
 DK2696  USGS QUAD   -  DUNNELL (1970)
 DK2696
 DK2696                         *CURRENT SURVEY CONTROL
 DK2696  ______________________________________________________________________
 DK2696* NAD 83(1986) POSITION- 43 32 41.3    (N) 094 46 32.0    (W)   HD_HELD2  
 DK2696* NAVD 88 ORTHO HEIGHT -   406.434  (meters)    1333.44  (feet) ADJUSTED  
 DK2696  ______________________________________________________________________
 DK2696  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 DK2696  DYNAMIC HEIGHT  -        406.331 (meters)     1333.10  (feet) COMP
 DK2696  MODELED GRAVITY -    980,354.0   (mgal)                       NAVD 88
 DK2696
 DK2696  VERT ORDER      -  SECOND    CLASS I
 DK2696
 DK2696.The horizontal coordinates were established by autonomous hand held GPS
 DK2696.observations and have an estimated accuracy of +/- 10 meters.
 DK2696.
 DK2696.The orthometric height was determined by differential leveling and
 DK2696.adjusted in June 2008.
 DK2696
 DK2696.No vertical observational check was made to the station.
 DK2696
 DK2696.Photographs are available for this station.
 DK2696
 DK2696.The dynamic height is computed by dividing the NAVD 88
 DK2696.geopotential number by the normal gravity value computed on the
 DK2696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2696.degrees latitude (g = 980.6199 gals.).
 DK2696
 DK2696.The modeled gravity was interpolated from observed gravity values.
 DK2696
 DK2696;                    North         East    Units  Estimated Accuracy
 DK2696;SPC MN S     -   160,833.      737,319.      MT  (+/- 10 meters HH2 GPS)
 DK2696
 DK2696                          SUPERSEDED SURVEY CONTROL
 DK2696
 DK2696.No superseded survey control is available for this station.
 DK2696
 DK2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5656122848(NAD 83)
 DK2696
 DK2696_MARKER: DD = SURVEY DISK
 DK2696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2696_STAMPING: 4601 K 2005
 DK2696_MARK LOGO: MNDT  
 DK2696_PROJECTION: FLUSH
 DK2696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2696+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2696_ROD/PIPE-DEPTH:  9.1 meters
 DK2696
 DK2696  HISTORY     - Date     Condition        Report By
 DK2696  HISTORY     - 2005     MONUMENTED       MNDT
 DK2696
 DK2696                          STATION DESCRIPTION
 DK2696
 DK2696'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2696'1.0 MI (1.6 KM) SOUTH OF DUNNELL, 1.0 MI (1.6 KM) SOUTH ALONG TRUNK
 DK2696'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2696'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 3.10, 54.6 FT (16.6 M) WEST OF
 DK2696'TRUNK HIGHWAY 4, 36.0 FT (11.0 M) NORTH OF 40TH STREET, 1.0 FT (0.3 M)
 DK2696'EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2695 ***********************************************************************
 DK2695  DESIGNATION -  4601 L
 DK2695  PID         -  DK2695
 DK2695  STATE/COUNTY-  MN/MARTIN
 DK2695  COUNTRY     -  US
 DK2695  USGS QUAD   -  DUNNELL (1970)
 DK2695
 DK2695                         *CURRENT SURVEY CONTROL
 DK2695  ______________________________________________________________________
 DK2695* NAD 83(1986) POSITION- 43 33 32.4    (N) 094 46 23.2    (W)   HD_HELD2  
 DK2695* NAVD 88 ORTHO HEIGHT -   397.677  (meters)    1304.71  (feet) ADJUSTED  
 DK2695  ______________________________________________________________________
 DK2695  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 DK2695  DYNAMIC HEIGHT  -        397.577 (meters)     1304.38  (feet) COMP
 DK2695  MODELED GRAVITY -    980,355.6   (mgal)                       NAVD 88
 DK2695
 DK2695  VERT ORDER      -  SECOND    CLASS I
 DK2695
 DK2695.The horizontal coordinates were established by autonomous hand held GPS
 DK2695.observations and have an estimated accuracy of +/- 10 meters.
 DK2695.
 DK2695.The orthometric height was determined by differential leveling and
 DK2695.adjusted in June 2008.
 DK2695
 DK2695.No vertical observational check was made to the station.
 DK2695
 DK2695.Photographs are available for this station.
 DK2695
 DK2695.The dynamic height is computed by dividing the NAVD 88
 DK2695.geopotential number by the normal gravity value computed on the
 DK2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2695.degrees latitude (g = 980.6199 gals.).
 DK2695
 DK2695.The modeled gravity was interpolated from observed gravity values.
 DK2695
 DK2695;                    North         East    Units  Estimated Accuracy
 DK2695;SPC MN S     -   162,409.      737,532.      MT  (+/- 10 meters HH2 GPS)
 DK2695
 DK2695                          SUPERSEDED SURVEY CONTROL
 DK2695
 DK2695.No superseded survey control is available for this station.
 DK2695
 DK2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5679224421(NAD 83)
 DK2695
 DK2695_MARKER: DD = SURVEY DISK
 DK2695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2695_STAMPING: 4601 L 2005
 DK2695_MARK LOGO: MNDT  
 DK2695_PROJECTION: FLUSH
 DK2695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2695+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2695_ROD/PIPE-DEPTH:  9.1 meters
 DK2695
 DK2695  HISTORY     - Date     Condition        Report By
 DK2695  HISTORY     - 2005     MONUMENTED       MNDT
 DK2695
 DK2695                          STATION DESCRIPTION
 DK2695
 DK2695'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2695'IN DUNNELL, AT THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2695'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 4.10, 88.7 FT (27.0 M) EAST OF
 DK2695'TRUNK HIGHWAY 4, 79.2 FT (24.1 M) SOUTH OF COUNTY ROAD 8, 29.7 FT (9.1
 DK2695'M) NORTHWEST OF NORTHWEST FACE OF DUNNELL ROCK, 0.8 FT (0.2 M) WEST OF
 DK2695'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2691 ***********************************************************************
 DK2691  DESIGNATION -  4601 M
 DK2691  PID         -  DK2691
 DK2691  STATE/COUNTY-  MN/MARTIN
 DK2691  COUNTRY     -  US
 DK2691  USGS QUAD   -  DUNNELL (1970)
 DK2691
 DK2691                         *CURRENT SURVEY CONTROL
 DK2691  ______________________________________________________________________
 DK2691* NAD 83(1986) POSITION- 43 36 11.2    (N) 094 46 26.8    (W)   HD_HELD2  
 DK2691* NAVD 88 ORTHO HEIGHT -   401.777  (meters)    1318.16  (feet) ADJUSTED  
 DK2691  ______________________________________________________________________
 DK2691  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 DK2691  DYNAMIC HEIGHT  -        401.678 (meters)     1317.84  (feet) COMP
 DK2691  MODELED GRAVITY -    980,361.1   (mgal)                       NAVD 88
 DK2691
 DK2691  VERT ORDER      -  SECOND    CLASS I
 DK2691
 DK2691.The horizontal coordinates were established by autonomous hand held GPS
 DK2691.observations and have an estimated accuracy of +/- 10 meters.
 DK2691.
 DK2691.The orthometric height was determined by differential leveling and
 DK2691.adjusted in June 2008.
 DK2691
 DK2691.No vertical observational check was made to the station.
 DK2691
 DK2691.Photographs are available for this station.
 DK2691
 DK2691.The dynamic height is computed by dividing the NAVD 88
 DK2691.geopotential number by the normal gravity value computed on the
 DK2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2691.degrees latitude (g = 980.6199 gals.).
 DK2691
 DK2691.The modeled gravity was interpolated from observed gravity values.
 DK2691
 DK2691;                    North         East    Units  Estimated Accuracy
 DK2691;SPC MN S     -   167,310.      737,497.      MT  (+/- 10 meters HH2 GPS)
 DK2691
 DK2691                          SUPERSEDED SURVEY CONTROL
 DK2691
 DK2691.No superseded survey control is available for this station.
 DK2691
 DK2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5681629321(NAD 83)
 DK2691
 DK2691_MARKER: DD = SURVEY DISK
 DK2691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2691_STAMPING: 4601 M 2005
 DK2691_MARK LOGO: MNDT  
 DK2691_PROJECTION: FLUSH
 DK2691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2691+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2691_ROD/PIPE-DEPTH: 13.7 meters
 DK2691
 DK2691  HISTORY     - Date     Condition        Report By
 DK2691  HISTORY     - 2005     MONUMENTED       MNDT
 DK2691
 DK2691                          STATION DESCRIPTION
 DK2691
 DK2691'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2691'3.0 MI (4.8 KM) NORTH OF DUNNELL, 3.05 MI (4.9 KM) NORTH ALONG TRUNK
 DK2691'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2691'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 7.15, 185.3 FT (56.5 M) NORTH
 DK2691'OF 80TH STREET, 70.4 FT (21.5 M) EAST OF TRUNK HIGHWAY 4, 1.0 FT (0.3
 DK2691'M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2690 ***********************************************************************
 DK2690  DESIGNATION -  4601 N
 DK2690  PID         -  DK2690
 DK2690  STATE/COUNTY-  MN/MARTIN
 DK2690  COUNTRY     -  US
 DK2690  USGS QUAD   -  DUNNELL (1970)
 DK2690
 DK2690                         *CURRENT SURVEY CONTROL
 DK2690  ______________________________________________________________________
 DK2690* NAD 83(1986) POSITION- 43 37 01.9    (N) 094 46 26.4    (W)   HD_HELD2  
 DK2690* NAVD 88 ORTHO HEIGHT -   394.403  (meters)    1293.97  (feet) ADJUSTED  
 DK2690  ______________________________________________________________________
 DK2690  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 DK2690  DYNAMIC HEIGHT  -        394.307 (meters)     1293.66  (feet) COMP
 DK2690  MODELED GRAVITY -    980,363.7   (mgal)                       NAVD 88
 DK2690
 DK2690  VERT ORDER      -  SECOND    CLASS I
 DK2690
 DK2690.The horizontal coordinates were established by autonomous hand held GPS
 DK2690.observations and have an estimated accuracy of +/- 10 meters.
 DK2690.
 DK2690.The orthometric height was determined by differential leveling and
 DK2690.adjusted in June 2008.
 DK2690
 DK2690.No vertical observational check was made to the station.
 DK2690
 DK2690.Photographs are available for this station.
 DK2690
 DK2690.The dynamic height is computed by dividing the NAVD 88
 DK2690.geopotential number by the normal gravity value computed on the
 DK2690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2690.degrees latitude (g = 980.6199 gals.).
 DK2690
 DK2690.The modeled gravity was interpolated from observed gravity values.
 DK2690
 DK2690;                    North         East    Units  Estimated Accuracy
 DK2690;SPC MN S     -   168,875.      737,521.      MT  (+/- 10 meters HH2 GPS)
 DK2690
 DK2690                          SUPERSEDED SURVEY CONTROL
 DK2690
 DK2690.No superseded survey control is available for this station.
 DK2690
 DK2690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5685830885(NAD 83)
 DK2690
 DK2690_MARKER: DD = SURVEY DISK
 DK2690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2690_STAMPING: 4601 N 2005
 DK2690_MARK LOGO: MNDT  
 DK2690_PROJECTION: FLUSH
 DK2690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2690+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2690_ROD/PIPE-DEPTH:  7.6 meters
 DK2690
 DK2690  HISTORY     - Date     Condition        Report By
 DK2690  HISTORY     - 2005     MONUMENTED       MNDT
 DK2690
 DK2690                          STATION DESCRIPTION
 DK2690
 DK2690'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2690'4.0 MI (6.4 KM) NORTH OF DUNNELL, 4.0 MI (6.4 KM) NORTH ALONG TRUNK
 DK2690'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2690'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 8.10, 70.7 FT (21.5 M) EAST OF
 DK2690'TRUNK HIGHWAY 4, 47.2 FT (14.4 M) NORTH OF 90TH STREET, 0.9 FT (0.3 M)
 DK2690'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2689 ***********************************************************************
 DK2689  DESIGNATION -  4601 P
 DK2689  PID         -  DK2689
 DK2689  STATE/COUNTY-  MN/MARTIN
 DK2689  COUNTRY     -  US
 DK2689  USGS QUAD   -  ALPHA (1970)
 DK2689
 DK2689                         *CURRENT SURVEY CONTROL
 DK2689  ______________________________________________________________________
 DK2689* NAD 83(1986) POSITION- 43 37 54.3    (N) 094 46 27.7    (W)   HD_HELD2  
 DK2689* NAVD 88 ORTHO HEIGHT -   402.586  (meters)    1320.82  (feet) ADJUSTED  
 DK2689  ______________________________________________________________________
 DK2689  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 DK2689  DYNAMIC HEIGHT  -        402.489 (meters)     1320.50  (feet) COMP
 DK2689  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 DK2689
 DK2689  VERT ORDER      -  SECOND    CLASS I
 DK2689
 DK2689.The horizontal coordinates were established by autonomous hand held GPS
 DK2689.observations and have an estimated accuracy of +/- 10 meters.
 DK2689.
 DK2689.The orthometric height was determined by differential leveling and
 DK2689.adjusted in June 2008.
 DK2689
 DK2689.No vertical observational check was made to the station.
 DK2689
 DK2689.Photographs are available for this station.
 DK2689
 DK2689.The dynamic height is computed by dividing the NAVD 88
 DK2689.geopotential number by the normal gravity value computed on the
 DK2689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2689.degrees latitude (g = 980.6199 gals.).
 DK2689
 DK2689.The modeled gravity was interpolated from observed gravity values.
 DK2689
 DK2689;                    North         East    Units  Estimated Accuracy
 DK2689;SPC MN S     -   170,492.      737,507.      MT  (+/- 10 meters HH2 GPS)
 DK2689
 DK2689                          SUPERSEDED SURVEY CONTROL
 DK2689
 DK2689.No superseded survey control is available for this station.
 DK2689
 DK2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5686432503(NAD 83)
 DK2689
 DK2689_MARKER: DD = SURVEY DISK
 DK2689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2689_STAMPING: 4601 P 2005
 DK2689_MARK LOGO: MNDT  
 DK2689_PROJECTION: RECESSED 8 CENTIMETERS
 DK2689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2689+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2689_ROD/PIPE-DEPTH:  7.6 meters
 DK2689
 DK2689  HISTORY     - Date     Condition        Report By
 DK2689  HISTORY     - 2005     MONUMENTED       MNDT
 DK2689
 DK2689                          STATION DESCRIPTION
 DK2689
 DK2689'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2689'5.0 MI (8.0 KM) NORTH OF DUNNELL, 5.0 MI (8.0 KM) NORTH ALONG TRUNK
 DK2689'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2689'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 9.10, 72.9 FT (22.2 M) WEST OF
 DK2689'TRUNK HIGHWAY 4, 58.7 FT (17.9 M) NORTH OF 100TH STREET, 0.9 FT (0.3
 DK2689'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2688 ***********************************************************************
 DK2688  DESIGNATION -  4601 Q
 DK2688  PID         -  DK2688
 DK2688  STATE/COUNTY-  MN/MARTIN
 DK2688  COUNTRY     -  US
 DK2688  USGS QUAD   -  ALPHA (1970)
 DK2688
 DK2688                         *CURRENT SURVEY CONTROL
 DK2688  ______________________________________________________________________
 DK2688* NAD 83(1986) POSITION- 43 38 45.3    (N) 094 46 25.6    (W)   HD_HELD2  
 DK2688* NAVD 88 ORTHO HEIGHT -   401.831  (meters)    1318.34  (feet) ADJUSTED  
 DK2688  ______________________________________________________________________
 DK2688  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DK2688  DYNAMIC HEIGHT  -        401.735 (meters)     1318.03  (feet) COMP
 DK2688  MODELED GRAVITY -    980,368.8   (mgal)                       NAVD 88
 DK2688
 DK2688  VERT ORDER      -  SECOND    CLASS I
 DK2688
 DK2688.The horizontal coordinates were established by autonomous hand held GPS
 DK2688.observations and have an estimated accuracy of +/- 10 meters.
 DK2688.
 DK2688.The orthometric height was determined by differential leveling and
 DK2688.adjusted in June 2008.
 DK2688
 DK2688.Photographs are available for this station.
 DK2688
 DK2688.The dynamic height is computed by dividing the NAVD 88
 DK2688.geopotential number by the normal gravity value computed on the
 DK2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2688.degrees latitude (g = 980.6199 gals.).
 DK2688
 DK2688.The modeled gravity was interpolated from observed gravity values.
 DK2688
 DK2688;                    North         East    Units  Estimated Accuracy
 DK2688;SPC MN S     -   172,066.      737,569.      MT  (+/- 10 meters HH2 GPS)
 DK2688
 DK2688                          SUPERSEDED SURVEY CONTROL
 DK2688
 DK2688.No superseded survey control is available for this station.
 DK2688
 DK2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5694434075(NAD 83)
 DK2688
 DK2688_MARKER: DD = SURVEY DISK
 DK2688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2688_STAMPING: 4601 Q 2005
 DK2688_MARK LOGO: MNDT  
 DK2688_PROJECTION: FLUSH
 DK2688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2688+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DK2688_ROD/PIPE-DEPTH:  9.1 meters
 DK2688
 DK2688  HISTORY     - Date     Condition        Report By
 DK2688  HISTORY     - 2005     MONUMENTED       MNDT
 DK2688
 DK2688                          STATION DESCRIPTION
 DK2688
 DK2688'DESCRIBED BY MN DEPT OF TRANSP 2005
 DK2688'6 MI (9.7 KM) NORTH OF DUNNELL, 6 MI (9.7 KM) NORTH ALONG TRUNK
 DK2688'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND COUNTY ROAD 8 IN
 DK2688'DUNNELL, AT TRUNK HIGHWAY 4 MILE POINT 10.10, 66.3 FT (20.2 M) EAST OF
 DK2688'TRUNK HIGHWAY 4, 63.8 FT (19.4 M) SOUTH OF 110TH STREET, 4.2 FT (1.3
 DK2688'M) SOUTH OF CABLE PEDESTAL NUMBER 552, 0.9 FT (0.3 M) WEST OF A
 DK2688'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0315 ***********************************************************************
 OP0315  DESIGNATION -  4602 K
 OP0315  PID         -  OP0315
 OP0315  STATE/COUNTY-  MN/MARTIN
 OP0315  COUNTRY     -  US
 OP0315  USGS QUAD   -  SHERBURN (1970)
 OP0315
 OP0315                         *CURRENT SURVEY CONTROL
 OP0315  ______________________________________________________________________
 OP0315* NAD 83(1986) POSITION- 43 39 18.     (N) 094 43 43.     (W)   SCALED    
 OP0315* NAVD 88 ORTHO HEIGHT -   396.889  (meters)    1302.13  (feet) ADJUSTED  
 OP0315  ______________________________________________________________________
 OP0315  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0315  DYNAMIC HEIGHT  -        396.796 (meters)     1301.82  (feet) COMP
 OP0315  MODELED GRAVITY -    980,374.0   (mgal)                       NAVD 88
 OP0315
 OP0315  VERT ORDER      -  SECOND    CLASS I
 OP0315
 OP0315.The horizontal coordinates were scaled from a topographic map and have
 OP0315.an estimated accuracy of +/- 6 seconds.
 OP0315.
 OP0315.The orthometric height was determined by differential leveling and
 OP0315.adjusted in June 1991.
 OP0315
 OP0315.The dynamic height is computed by dividing the NAVD 88
 OP0315.geopotential number by the normal gravity value computed on the
 OP0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0315.degrees latitude (g = 980.6199 gals.).
 OP0315
 OP0315.The modeled gravity was interpolated from observed gravity values.
 OP0315
 OP0315;                    North         East    Units  Estimated Accuracy
 OP0315;SPC MN S     -   173,040.      741,220.      MT  (+/- 180 meters Scaled)
 OP0315
 OP0315                          SUPERSEDED SURVEY CONTROL
 OP0315
 OP0315  NGVD 29 (??/??/92)  396.801  (m)         1301.84   (f) ADJ UNCH    2 1
 OP0315
 OP0315.Superseded values are not recommended for survey control.
 OP0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0315.See file dsdata.txt to determine how the superseded data were derived.
 OP0315
 OP0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ606350(NAD 83)
 OP0315
 OP0315_MARKER: DD = SURVEY DISK
 OP0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0315_SP_SET: BASE
 OP0315_STAMPING: 4602 K 1975
 OP0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0315
 OP0315  HISTORY     - Date     Condition        Report By
 OP0315  HISTORY     - 1975     MONUMENTED       MNDT
 OP0315
 OP0315                          STATION DESCRIPTION
 OP0315
 OP0315'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0315'IN SHERBURN.
 OP0315'THE MARK IS LOCATED 0.2 MILE NORTH ALONG TRUNK HIGHWAY 4 FROM THE
 OP0315'JUNCTION OF TRUNK HIGHWAYS 4 AND 16.  IT IS ALSO 0.7 MILE SOUTH ALONG
 OP0315'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND FAI 90.  IT
 OP0315'IS 59.2 FEET WEST OF AND ABOUT 2 FEET HIGHER THAN THE CENTERLINE OF
 OP0315'TRUNK HIGHWAY 4 (NORTH MAIN STREET), 52.0 FEET SOUTH OF THE CENTER OF
 OP0315'WEST 3RD STREET, AND 41.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER
 OP0315'OF A ONE-STORY BRICK BUILDING (POLICE DEPARTMENT).  THE MARK, A
 OP0315'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 OP0315'IS SET IN THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE NORTHEAST
 OP0315'LEG OF THE SHERBURN WATER TANK.  NW 1/4 SECTION 7, T 102N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1342 ***********************************************************************
 OP1342  DESIGNATION -  4603 A
 OP1342  PID         -  OP1342
 OP1342  STATE/COUNTY-  MN/MARTIN
 OP1342  COUNTRY     -  US
 OP1342  USGS QUAD   -  WILMERT LAKE (1967)
 OP1342
 OP1342                         *CURRENT SURVEY CONTROL
 OP1342  ______________________________________________________________________
 OP1342* NAD 83(1986) POSITION- 43 30 02.     (N) 094 26 47.     (W)   SCALED    
 OP1342* NAVD 88 ORTHO HEIGHT -   371.731  (meters)    1219.59  (feet) ADJUSTED  
 OP1342  ______________________________________________________________________
 OP1342  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 OP1342  DYNAMIC HEIGHT  -        371.644 (meters)     1219.30  (feet) COMP
 OP1342  MODELED GRAVITY -    980,374.5   (mgal)                       NAVD 88
 OP1342
 OP1342  VERT ORDER      -  SECOND    CLASS I
 OP1342
 OP1342.The horizontal coordinates were scaled from a topographic map and have
 OP1342.an estimated accuracy of +/- 6 seconds.
 OP1342.
 OP1342.The orthometric height was determined by differential leveling and
 OP1342.adjusted in June 1995.
 OP1342
 OP1342.The dynamic height is computed by dividing the NAVD 88
 OP1342.geopotential number by the normal gravity value computed on the
 OP1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1342.degrees latitude (g = 980.6199 gals.).
 OP1342
 OP1342.The modeled gravity was interpolated from observed gravity values.
 OP1342
 OP1342;                    North         East    Units  Estimated Accuracy
 OP1342;SPC MN S     -   155,720.      763,900.      MT  (+/- 180 meters Scaled)
 OP1342
 OP1342                          SUPERSEDED SURVEY CONTROL
 OP1342
 OP1342.No superseded survey control is available for this station.
 OP1342
 OP1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ830174(NAD 83)
 OP1342
 OP1342_MARKER: DV = VERTICAL CONTROL DISK
 OP1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1342_SP_SET: CONCRETE POST
 OP1342_STAMPING: 4603 A 1986
 OP1342_MARK LOGO: MNDT  
 OP1342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1342+STABILITY: SURFACE MOTION
 OP1342
 OP1342  HISTORY     - Date     Condition        Report By
 OP1342  HISTORY     - 1986     MONUMENTED       MNDT
 OP1342
 OP1342                          STATION DESCRIPTION
 OP1342
 OP1342'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1342'THE MARK IS LOCATED ABOUT 10.25 MI (16.50 KM) SOUTH OF THE TOWN OF
 OP1342'FAIRMONT, IN THE SW 1/4 OF SECTION 33, T101N, R30W, 10.25 MI
 OP1342'(16.50 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 OP1342'HIGHWAY 15 AND COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT,
 OP1342'AND NEAR THE MINNESOTA-IOWA BORDER.  THE MARK, A STANDARD MNDT
 OP1342'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603 A 1986---, IS
 OP1342'SET IN THE TOP OF A CONCRETE POST AND IS 0.1 FT (0.03 M) BELOW THE
 OP1342'GROUND.  THE MARK IS 148.0 FT (45.1 M) EAST OF THE CENTERLINE OF
 OP1342'TRUNK HIGHWAY 15, 47 FT (14.3 M) NORTH OF THE CENTER OF A GRAVEL ROAD
 OP1342'ON THE MINNESOTA-IOWA BORDER, 9 FT (2.7 M) EAST OF THE CENTER OF AN
 OP1342'ENTRANCE, 15 FT (4.6 M) NORTHWEST OF A WOOD CORNER FENCE POST, 1 FT
 OP1342'(0.3 M) WEST-SOUTHWEST OF A FENCELINE, 0.4 FT (0.1 M) NORTHWEST OF A
 OP1342'STEEL WITNESS POST, AND AT MILEPOINT 0.0.  A MAGNET IN THE DISK MAKES
 OP1342'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1343 ***********************************************************************
 OP1343  DESIGNATION -  4603 B
 OP1343  PID         -  OP1343
 OP1343  STATE/COUNTY-  MN/MARTIN
 OP1343  COUNTRY     -  US
 OP1343  USGS QUAD   -  WILMERT LAKE (1967)
 OP1343
 OP1343                         *CURRENT SURVEY CONTROL
 OP1343  ______________________________________________________________________
 OP1343* NAD 83(1986) POSITION- 43 31 20.     (N) 094 26 51.     (W)   SCALED    
 OP1343* NAVD 88 ORTHO HEIGHT -   376.062  (meters)    1233.80  (feet) ADJUSTED  
 OP1343  ______________________________________________________________________
 OP1343  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 OP1343  DYNAMIC HEIGHT  -        375.976 (meters)     1233.51  (feet) COMP
 OP1343  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 OP1343
 OP1343  VERT ORDER      -  SECOND    CLASS I
 OP1343
 OP1343.The horizontal coordinates were scaled from a topographic map and have
 OP1343.an estimated accuracy of +/- 6 seconds.
 OP1343.
 OP1343.The orthometric height was determined by differential leveling and
 OP1343.adjusted in June 1995.
 OP1343
 OP1343.The dynamic height is computed by dividing the NAVD 88
 OP1343.geopotential number by the normal gravity value computed on the
 OP1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1343.degrees latitude (g = 980.6199 gals.).
 OP1343
 OP1343.The modeled gravity was interpolated from observed gravity values.
 OP1343
 OP1343;                    North         East    Units  Estimated Accuracy
 OP1343;SPC MN S     -   158,130.      763,820.      MT  (+/- 180 meters Scaled)
 OP1343
 OP1343                          SUPERSEDED SURVEY CONTROL
 OP1343
 OP1343.No superseded survey control is available for this station.
 OP1343
 OP1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ830198(NAD 83)
 OP1343
 OP1343_MARKER: DV = VERTICAL CONTROL DISK
 OP1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1343_SP_SET: CONCRETE POST
 OP1343_STAMPING: 4603 B 1986
 OP1343_MARK LOGO: MNDT  
 OP1343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1343+STABILITY: SURFACE MOTION
 OP1343
 OP1343  HISTORY     - Date     Condition        Report By
 OP1343  HISTORY     - 1986     MONUMENTED       MNDT
 OP1343
 OP1343                          STATION DESCRIPTION
 OP1343
 OP1343'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1343'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTH OF THE TOWN OF
 OP1343'FAIRMONT, IN THE SE 1/4 OF SECTION 29, T101N, R30W, 8.8 MI (14.2 KM)
 OP1343'SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1343'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1343'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1343'B 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT IS 0.1 FT
 OP1343'(0.03 M) BELOW THE GROUND AND ABOUT 1 FT (0.3 M) ABOVE TRUNK HIGHWAY
 OP1343'15.  THE MARK IS 114.5 FT (34.9 M) WEST OF THE CENTERLINE OF TRUNK
 OP1343'HIGHWAY 15, 1.0 FT (0.3 M) SOUTH OF AN EAST-WEST CEMETERY FENCE, 48.5
 OP1343'FT (14.8 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE PORTER
 OP1343'TOMBSTONE, 41.0 FT (12.5 M) WEST-SOUTHWEST OF A STEEL CORNER FENCE
 OP1343'POST, 0.6 FOOT (0.2 M) EAST OF A STEEL WITNESS POST, AND AT MILEPOINT
 OP1343'1.45.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1344 ***********************************************************************
 OP1344  DESIGNATION -  4603 C
 OP1344  PID         -  OP1344
 OP1344  STATE/COUNTY-  MN/MARTIN
 OP1344  COUNTRY     -  US
 OP1344  USGS QUAD   -  WILMERT LAKE (1967)
 OP1344
 OP1344                         *CURRENT SURVEY CONTROL
 OP1344  ______________________________________________________________________
 OP1344* NAD 83(1986) POSITION- 43 31 46.     (N) 094 26 48.     (W)   SCALED    
 OP1344* NAVD 88 ORTHO HEIGHT -   375.156  (meters)    1230.82  (feet) ADJUSTED  
 OP1344  ______________________________________________________________________
 OP1344  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 OP1344  DYNAMIC HEIGHT  -        375.071 (meters)     1230.55  (feet) COMP
 OP1344  MODELED GRAVITY -    980,381.8   (mgal)                       NAVD 88
 OP1344
 OP1344  VERT ORDER      -  SECOND    CLASS I
 OP1344
 OP1344.The horizontal coordinates were scaled from a topographic map and have
 OP1344.an estimated accuracy of +/- 6 seconds.
 OP1344.
 OP1344.The orthometric height was determined by differential leveling and
 OP1344.adjusted in June 1995.
 OP1344
 OP1344.The dynamic height is computed by dividing the NAVD 88
 OP1344.geopotential number by the normal gravity value computed on the
 OP1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1344.degrees latitude (g = 980.6199 gals.).
 OP1344
 OP1344.The modeled gravity was interpolated from observed gravity values.
 OP1344
 OP1344;                    North         East    Units  Estimated Accuracy
 OP1344;SPC MN S     -   158,930.      763,890.      MT  (+/- 180 meters Scaled)
 OP1344
 OP1344                          SUPERSEDED SURVEY CONTROL
 OP1344
 OP1344.No superseded survey control is available for this station.
 OP1344
 OP1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ831206(NAD 83)
 OP1344
 OP1344_MARKER: DV = VERTICAL CONTROL DISK
 OP1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1344_SP_SET: CONCRETE POST
 OP1344_STAMPING: 4603 C 1986
 OP1344_MARK LOGO: MNDT  
 OP1344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1344+STABILITY: SURFACE MOTION
 OP1344
 OP1344  HISTORY     - Date     Condition        Report By
 OP1344  HISTORY     - 1986     MONUMENTED       MNDT
 OP1344
 OP1344                          STATION DESCRIPTION
 OP1344
 OP1344'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1344'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH OF THE TOWN OF
 OP1344'FAIRMONT, IN THE SW 1/4 OF SECTION 21, T101N, R30W, 8.25 MI
 OP1344'(13.28 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 OP1344'HIGHWAY 15 AND COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.
 OP1344'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1344'STAMPED---4603 C 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT
 OP1344'IS 0.1 FT (0.03 M) BELOW THE SURFACE OF THE GROUND AND ABOUT LEVEL
 OP1344'WITH TRUNK HIGHWAY 15.  THE MARK IS 214.5 FT (65.4 M) EAST OF THE
 OP1344'CENTERLINE OF TRUNK HIGHWAY 15, 47 FT (14.3 M) NORTH OF THE CENTER OF
 OP1344'COUNTY ROAD NUMBER 8, 41.8 FT (12.7 M) WEST OF A TELEPHONE CABLE
 OP1344'MARKER POST, 41.0 FT (12.5 M) EAST-SOUTHEAST OF A STEEL RIGHT-OF-WAY
 OP1344'POST, 25.5 FT (7.8 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 184.6
 OP1344'FT (56.3 M) EAST OF MILEPOINT 2 SIGN POST, 0.5 FT (0.2 M) WEST OF A
 OP1344'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1345 ***********************************************************************
 OP1345  DESIGNATION -  4603 D
 OP1345  PID         -  OP1345
 OP1345  STATE/COUNTY-  MN/MARTIN
 OP1345  COUNTRY     -  US
 OP1345  USGS QUAD   -  WILMERT LAKE (1967)
 OP1345
 OP1345                         *CURRENT SURVEY CONTROL
 OP1345  ______________________________________________________________________
 OP1345* NAD 83(1986) POSITION- 43 32 37.     (N) 094 26 50.     (W)   SCALED    
 OP1345* NAVD 88 ORTHO HEIGHT -   370.108  (meters)    1214.26  (feet) ADJUSTED  
 OP1345  ______________________________________________________________________
 OP1345  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 OP1345  DYNAMIC HEIGHT  -        370.025 (meters)     1213.99  (feet) COMP
 OP1345  MODELED GRAVITY -    980,385.3   (mgal)                       NAVD 88
 OP1345
 OP1345  VERT ORDER      -  SECOND    CLASS I
 OP1345
 OP1345.The horizontal coordinates were scaled from a topographic map and have
 OP1345.an estimated accuracy of +/- 6 seconds.
 OP1345.
 OP1345.The orthometric height was determined by differential leveling and
 OP1345.adjusted in June 1995.
 OP1345
 OP1345.The dynamic height is computed by dividing the NAVD 88
 OP1345.geopotential number by the normal gravity value computed on the
 OP1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1345.degrees latitude (g = 980.6199 gals.).
 OP1345
 OP1345.The modeled gravity was interpolated from observed gravity values.
 OP1345
 OP1345;                    North         East    Units  Estimated Accuracy
 OP1345;SPC MN S     -   160,500.      763,850.      MT  (+/- 180 meters Scaled)
 OP1345
 OP1345                          SUPERSEDED SURVEY CONTROL
 OP1345
 OP1345.No superseded survey control is available for this station.
 OP1345
 OP1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ830222(NAD 83)
 OP1345
 OP1345_MARKER: DV = VERTICAL CONTROL DISK
 OP1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1345_SP_SET: CONCRETE POST
 OP1345_STAMPING: 4603 D 1986
 OP1345_MARK LOGO: MNDT  
 OP1345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1345+STABILITY: SURFACE MOTION
 OP1345
 OP1345  HISTORY     - Date     Condition        Report By
 OP1345  HISTORY     - 1986     MONUMENTED       MNDT
 OP1345
 OP1345                          STATION DESCRIPTION
 OP1345
 OP1345'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1345'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF THE TOWN OF
 OP1345'FAIRMONT, IN THE NW 1/4 OF SECTION 21, T101N, R30W, 7.3 MI (11.7 KM)
 OP1345'SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1345'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1345'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1345'D 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 OP1345'THE SURFACE OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF
 OP1345'TRUNK HIGHWAY 15.  THE MARK IS 126.5 FT (38.6 M) EAST OF THE
 OP1345'CENTERLINE OF TRUNK HIGHWAY 15, 50.4 FT (15.4 M) EAST-SOUTHEAST OF A
 OP1345'POWER POLE, 50.2 FT (15.3 M) EAST OF A STEEL RIGHT-OF-WAY POST, 96.7
 OP1345'FT (29.5 M) EAST OF MILEPOST 3 SIGN POST, 0.7 FOOT (0.2 M) WEST OF A
 OP1345'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1346 ***********************************************************************
 OP1346  DESIGNATION -  4603 E
 OP1346  PID         -  OP1346
 OP1346  STATE/COUNTY-  MN/MARTIN
 OP1346  COUNTRY     -  US
 OP1346  USGS QUAD   -  WILMERT LAKE (1967)
 OP1346
 OP1346                         *CURRENT SURVEY CONTROL
 OP1346  ______________________________________________________________________
 OP1346* NAD 83(1986) POSITION- 43 33 30.     (N) 094 26 50.     (W)   SCALED    
 OP1346* NAVD 88 ORTHO HEIGHT -   368.018  (meters)    1207.41  (feet) ADJUSTED  
 OP1346  ______________________________________________________________________
 OP1346  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 OP1346  DYNAMIC HEIGHT  -        367.936 (meters)     1207.14  (feet) COMP
 OP1346  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 OP1346
 OP1346  VERT ORDER      -  SECOND    CLASS I
 OP1346
 OP1346.The horizontal coordinates were scaled from a topographic map and have
 OP1346.an estimated accuracy of +/- 6 seconds.
 OP1346.
 OP1346.The orthometric height was determined by differential leveling and
 OP1346.adjusted in June 1995.
 OP1346
 OP1346.The dynamic height is computed by dividing the NAVD 88
 OP1346.geopotential number by the normal gravity value computed on the
 OP1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1346.degrees latitude (g = 980.6199 gals.).
 OP1346
 OP1346.The modeled gravity was interpolated from observed gravity values.
 OP1346
 OP1346;                    North         East    Units  Estimated Accuracy
 OP1346;SPC MN S     -   162,140.      763,860.      MT  (+/- 180 meters Scaled)
 OP1346
 OP1346                          SUPERSEDED SURVEY CONTROL
 OP1346
 OP1346.No superseded survey control is available for this station.
 OP1346
 OP1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ831238(NAD 83)
 OP1346
 OP1346_MARKER: DV = VERTICAL CONTROL DISK
 OP1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1346_SP_SET: CONCRETE POST
 OP1346_STAMPING: 4603 E 1986
 OP1346_MARK LOGO: MNDT  
 OP1346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1346+STABILITY: SURFACE MOTION
 OP1346
 OP1346  HISTORY     - Date     Condition        Report By
 OP1346  HISTORY     - 1986     MONUMENTED       MNDT
 OP1346
 OP1346                          STATION DESCRIPTION
 OP1346
 OP1346'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1346'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF THE TOWN OF FAIRMONT,
 OP1346'IN THE NW 1/4 OF SECTION 16, T101N, R30W, 6.35 MI (10.22 KM) SOUTH
 OP1346'ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1346'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1346'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1346'E 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT IS 0.5 FT
 OP1346'(0.2 M) BELOW THE SURFACE OF THE GROUND AND ABOUT 6 FT (1.8 M) BELOW
 OP1346'THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 125.0 FT (38.1 M) EAST OF
 OP1346'THE CENTERLINE OF TRUNK HIGHWAY 15, 53.0 FT (16.2 M) EAST OF A POWER
 OP1346'POLE, 101.9 FT (31.1 M) EAST-NORTHEAST OF MILEPOINT 4 SIGN POST, 48.2
 OP1346'FT (14.7 M) EAST OF A CORNER WOOD FENCE POST, 1.0 FOOT (0.3 M) SOUTH
 OP1346'OF AN EAST-WEST FENCELINE, 0.5 FT (0.2 M) SOUTHWEST OF A STEEL
 OP1346'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1347 ***********************************************************************
 OP1347  DESIGNATION -  4603 F
 OP1347  PID         -  OP1347
 OP1347  STATE/COUNTY-  MN/MARTIN
 OP1347  COUNTRY     -  US
 OP1347  USGS QUAD   -  WILMERT LAKE (1967)
 OP1347
 OP1347                         *CURRENT SURVEY CONTROL
 OP1347  ______________________________________________________________________
 OP1347* NAD 83(1986) POSITION- 43 33 56.     (N) 094 26 49.     (W)   SCALED    
 OP1347* NAVD 88 ORTHO HEIGHT -   370.495  (meters)    1215.53  (feet) ADJUSTED  
 OP1347  ______________________________________________________________________
 OP1347  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 OP1347  DYNAMIC HEIGHT  -        370.413 (meters)     1215.26  (feet) COMP
 OP1347  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 OP1347
 OP1347  VERT ORDER      -  SECOND    CLASS I
 OP1347
 OP1347.The horizontal coordinates were scaled from a topographic map and have
 OP1347.an estimated accuracy of +/- 6 seconds.
 OP1347.
 OP1347.The orthometric height was determined by differential leveling and
 OP1347.adjusted in June 1995.
 OP1347
 OP1347.The dynamic height is computed by dividing the NAVD 88
 OP1347.geopotential number by the normal gravity value computed on the
 OP1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1347.degrees latitude (g = 980.6199 gals.).
 OP1347
 OP1347.The modeled gravity was interpolated from observed gravity values.
 OP1347
 OP1347;                    North         East    Units  Estimated Accuracy
 OP1347;SPC MN S     -   162,940.      763,890.      MT  (+/- 180 meters Scaled)
 OP1347
 OP1347                          SUPERSEDED SURVEY CONTROL
 OP1347
 OP1347.No superseded survey control is available for this station.
 OP1347
 OP1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ831246(NAD 83)
 OP1347
 OP1347_MARKER: DV = VERTICAL CONTROL DISK
 OP1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1347_SP_SET: CONCRETE POST
 OP1347_STAMPING: 4603 F 1986
 OP1347_MARK LOGO: MNDT  
 OP1347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1347+STABILITY: SURFACE MOTION
 OP1347
 OP1347  HISTORY     - Date     Condition        Report By
 OP1347  HISTORY     - 1986     MONUMENTED       MNDT
 OP1347
 OP1347                          STATION DESCRIPTION
 OP1347
 OP1347'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1347'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH OF THE TOWN OF
 OP1347'FAIRMONT, IN THE NW 1/4 OF SECTION 9, T101N, R30W, 5.85 MI (9.41 KM)
 OP1347'SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1347'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1347'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1347'F 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT IS 0.3 FT
 OP1347'(0.1 M) BELOW THE SURFACE OF THE GROUND AND ABOUT 4 FT (1.2 M) BELOW
 OP1347'THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 190.0 FT (57.9 M) EAST OF
 OP1347'THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT 4.5, 50.0 FT
 OP1347'(15.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD NUMBER 12, 56.0 FT
 OP1347'(17.1 M) WEST OF A POWER POLE, 144.5 FT (44.0 M) NORTHEAST OF A POWER
 OP1347'POLE WITH GUY WIRES, 21.6 FT (6.6 M) NORTHEAST OF A STEEL
 OP1347'RIGHT-OF-WAY POST, 0.6 FT (0.2 M) SOUTHWEST OF A STEEL WITNESS POST.
 OP1347'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1348 ***********************************************************************
 OP1348  DESIGNATION -  4603 G
 OP1348  PID         -  OP1348
 OP1348  STATE/COUNTY-  MN/MARTIN
 OP1348  COUNTRY     -  US
 OP1348  USGS QUAD   -  WILMERT LAKE (1967)
 OP1348
 OP1348                         *CURRENT SURVEY CONTROL
 OP1348  ______________________________________________________________________
 OP1348* NAD 83(2007) POSITION- 43 34 22.17123(N) 094 26 49.42118(W)   ADJUSTED  
 OP1348* NAD 83(2007) ELLIP HT-   338.229 (meters)        (02/10/07)   ADJUSTED
 OP1348* NAD 83(2007) EPOCH   -  2002.00
 OP1348* NAVD 88 ORTHO HEIGHT -   366.364  (meters)    1201.98  (feet) ADJUSTED  
 OP1348  ______________________________________________________________________
 OP1348  NAD 83(2007) X  -   -358,889.410 (meters)                     COMP
 OP1348  NAD 83(2007) Y  - -4,614,629.333 (meters)                     COMP
 OP1348  NAD 83(2007) Z  -  4,374,060.454 (meters)                     COMP
 OP1348  LAPLACE CORR    -         -2.03  (seconds)                    DEFLEC09
 OP1348  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 OP1348  DYNAMIC HEIGHT  -        366.283 (meters)     1201.71  (feet) COMP
 OP1348  MODELED GRAVITY -    980,389.0   (mgal)                       NAVD 88
 OP1348
 OP1348  VERT ORDER      -  SECOND    CLASS I
 OP1348
 OP1348  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1348  Type                                         Horiz  Ellip  Dist(km)
 OP1348  -------------------------------------------------------------------
 OP1348  NETWORK                                       0.64   1.00
 OP1348  -------------------------------------------------------------------
 OP1348  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.73   1.04      6.46
 OP1348  -------------------------------------------------------------------
 OP1348  NOTE: Click here for information on individual local accuracy
 OP1348  values and other accuracy information.
 OP1348
 OP1348
 OP1348.The horizontal coordinates were established by GPS observations
 OP1348.and adjusted by the National Geodetic Survey in February 2007.
 OP1348
 OP1348.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1348.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1348
 OP1348.The horizontal coordinates are valid at the epoch date displayed above
 OP1348.which is a decimal equivalence of Year/Month/Day.
 OP1348
 OP1348.The orthometric height was determined by differential leveling and
 OP1348.adjusted in June 1995.
 OP1348
 OP1348.Photographs are available for this station.
 OP1348
 OP1348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1348
 OP1348.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1348
 OP1348.The ellipsoidal height was determined by GPS observations
 OP1348.and is referenced to NAD 83.
 OP1348
 OP1348.The dynamic height is computed by dividing the NAVD 88
 OP1348.geopotential number by the normal gravity value computed on the
 OP1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1348.degrees latitude (g = 980.6199 gals.).
 OP1348
 OP1348.The modeled gravity was interpolated from observed gravity values.
 OP1348
 OP1348. The following values were computed from the NAD 83(2007) position.
 OP1348
 OP1348;                    North         East     Units Scale Factor Converg.
 OP1348;SPC MN S     -   163,748.154   763,884.936   MT  1.00005225   -0 18 48.1
 OP1348;SPC MN S     -   537,230.40  2,506,179.16   sFT  1.00005225   -0 18 48.1
 OP1348;UTM  15      - 4,825,446.438   383,153.353   MT  0.99976794   -0 59 51.1
 OP1348
 OP1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1348!SPC MN S     -   0.99994696  x   1.00005225  =   0.99999921
 OP1348!UTM  15      -   0.99994696  x   0.99976794  =   0.99971492
 OP1348
 OP1348                          SUPERSEDED SURVEY CONTROL
 OP1348
 OP1348  NAD 83(1996)-  43 34 22.17043(N)    094 26 49.42070(W) AD(       ) 1
 OP1348  ELLIP H (05/31/05)  338.293  (m)                       GP(       ) 4 1
 OP1348  NAVD 88 (05/31/05)  366.36   (m)         1202.0    (f) LEVELING    3  
 OP1348
 OP1348.Superseded values are not recommended for survey control.
 OP1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1348.See file dsdata.txt to determine how the superseded data were derived.
 OP1348
 OP1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8315325446(NAD 83)
 OP1348
 OP1348_MARKER: DB = BENCH MARK DISK
 OP1348_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1348_SP_SET: CONCRETE POST
 OP1348_STAMPING: 4603 G 1986
 OP1348_MARK LOGO: MNHD  
 OP1348_PROJECTION: RECESSED 15 CENTIMETERS
 OP1348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1348+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 OP1348
 OP1348  HISTORY     - Date     Condition        Report By
 OP1348  HISTORY     - 1986     MONUMENTED       MNHD
 OP1348  HISTORY     - 20041207 GOOD             MNDT
 OP1348  HISTORY     - 20051019 GOOD             MNDT
 OP1348
 OP1348                          STATION DESCRIPTION
 OP1348
 OP1348'DESCRIBED BY MN HIGHWAY DEPT 1986
 OP1348'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH OF THE TOWN OF FAIRMONT,
 OP1348'IN THE NW 1/4 OF SECTION 9, T101N, R30W, 5.35 MI (8.61 KM) SOUTH
 OP1348'ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1348'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1348'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1348'G 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT IS 0.3 FT
 OP1348'(0.1 M) BELOW THE SURFACE OF THE GROUND AND ABOUT 8 FT (2.4 M) BELOW
 OP1348'THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 107.5 FT (32.8 M) EAST OF
 OP1348'THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT 5.05, 32.0 FT
 OP1348'(9.8 M) EAST OF A STEEL RIGHT-OF-WAY POST, 105.0 FT (32.0 M)
 OP1348'NORTHEAST OF MILEPOINT 5 SIGN POST, 1.0 FT (0.3 M) SOUTH OF AN
 OP1348'EAST-WEST FENCELINE, 0.4 FT (0.1 M) SOUTHWEST OF A STEEL WITNESS
 OP1348'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OP1348
 OP1348                          STATION RECOVERY (2004)
 OP1348
 OP1348'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1348'5 MILES SOUTH OF FAIRMONT, 5.35 MILES SOUTH ON TRUNK HIGHWAY 15 FROM
 OP1348'JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 26 (BLUE EARTH AVENUE),
 OP1348'AT TRUNK HIGHWAY 15 MILEPOINT 5.00, 107.5 FEET EAST OF TRUNK HIGHWAY 1
 OP1348'5, 32 FEET EAST OF RIGHT OF WAY POST, 105 FEET NORTHEAST OF MILEPOST 5
 OP1348', 1.0 FOOT SOUTH OF EAST-WEST FENCELINE, 1.0 FOOT SOUTHWEST OF WITNESS
 OP1348'POST .  RECESSED 6 INCHES.
 OP1348
 OP1348                          STATION RECOVERY (2005)
 OP1348
 OP1348'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DKH)
 OP1348'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP1348'THE MARK IS 5.0 MILES (8.0 KM) SOUTH OF FAIRMONT, 5.35 MILES
 OP1348'(8.61 KM) SOUTH ON TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15
 OP1348'AND COUNTY ROAD 26 (BLUE EARTH AVENUE) , AT TRUNK HIGHWAY 15
 OP1348'MILEPOINT 5.00, 107.5 FEET (32.8 M) EAST OF TRUNK HIGHWAY 15, 32 FEET
 OP1348'(9.8 M) EAST OF RIGHT OF WAY POST, 105 FEET (32.0 M) NORTHEAST OF
 OP1348'MILEPOST 5 , 1.0 FEET (0.3 M) SOUTH OF EAST-WEST FENCELINE, 1.0 FOOT
 OP1348'(0.3 M) SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1349 ***********************************************************************
 OP1349  DESIGNATION -  4603 H
 OP1349  PID         -  OP1349
 OP1349  STATE/COUNTY-  MN/MARTIN
 OP1349  COUNTRY     -  US
 OP1349  USGS QUAD   -  WILMERT LAKE (1967)
 OP1349
 OP1349                         *CURRENT SURVEY CONTROL
 OP1349  ______________________________________________________________________
 OP1349* NAD 83(1986) POSITION- 43 35 39.     (N) 094 26 50.     (W)   SCALED    
 OP1349* NAVD 88 ORTHO HEIGHT -   357.199  (meters)    1171.91  (feet) ADJUSTED  
 OP1349  ______________________________________________________________________
 OP1349  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 OP1349  DYNAMIC HEIGHT  -        357.121 (meters)     1171.65  (feet) COMP
 OP1349  MODELED GRAVITY -    980,390.7   (mgal)                       NAVD 88
 OP1349
 OP1349  VERT ORDER      -  SECOND    CLASS I
 OP1349
 OP1349.The horizontal coordinates were scaled from a topographic map and have
 OP1349.an estimated accuracy of +/- 6 seconds.
 OP1349.
 OP1349.The orthometric height was determined by differential leveling and
 OP1349.adjusted in June 1995.
 OP1349
 OP1349.The dynamic height is computed by dividing the NAVD 88
 OP1349.geopotential number by the normal gravity value computed on the
 OP1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1349.degrees latitude (g = 980.6199 gals.).
 OP1349
 OP1349.The modeled gravity was interpolated from observed gravity values.
 OP1349
 OP1349;                    North         East    Units  Estimated Accuracy
 OP1349;SPC MN S     -   166,120.      763,890.      MT  (+/- 180 meters Scaled)
 OP1349
 OP1349                          SUPERSEDED SURVEY CONTROL
 OP1349
 OP1349.No superseded survey control is available for this station.
 OP1349
 OP1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ831278(NAD 83)
 OP1349
 OP1349_MARKER: DV = VERTICAL CONTROL DISK
 OP1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1349_SP_SET: CONCRETE POST
 OP1349_STAMPING: 4603 H 1986
 OP1349_MARK LOGO: MNDT  
 OP1349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1349+STABILITY: SURFACE MOTION
 OP1349
 OP1349  HISTORY     - Date     Condition        Report By
 OP1349  HISTORY     - 1986     MONUMENTED       MNDT
 OP1349
 OP1349                          STATION DESCRIPTION
 OP1349
 OP1349'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1349'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF THE TOWN OF
 OP1349'FAIRMONT, IN THE NW 1/4 OF SECTION 33, T102N, R30W, 3.95 MI
 OP1349'(6.36 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 OP1349'HIGHWAY 15 AND COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.
 OP1349'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1349'STAMPED---4603 H 1986---, IS SET IN THE TOP OF A CONCRETE POST THAT
 OP1349'IS 1.0 FT (0.3 M) BELOW THE SURFACE OF THE GROUND AND ABOUT 6 FT
 OP1349'(1.8 M) BELOW THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 93.5 FT
 OP1349'(28.5 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT
 OP1349'6.55, 19.5 FT (5.9 M) EAST OF A STEEL RIGHT-OF-WAY POST, 0.5 FOOT
 OP1349'(0.2 M) SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 OP1349'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1350 ***********************************************************************
 OP1350  DESIGNATION -  4603 K
 OP1350  PID         -  OP1350
 OP1350  STATE/COUNTY-  MN/MARTIN
 OP1350  COUNTRY     -  US
 OP1350  USGS QUAD   -  FAIRMONT (1992)
 OP1350
 OP1350                         *CURRENT SURVEY CONTROL
 OP1350  ______________________________________________________________________
 OP1350* NAD 83(1986) POSITION- 43 37 50.     (N) 094 26 51.     (W)   SCALED    
 OP1350* NAVD 88 ORTHO HEIGHT -   360.366  (meters)    1182.30  (feet) ADJUSTED  
 OP1350  ______________________________________________________________________
 OP1350  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 OP1350  DYNAMIC HEIGHT  -        360.289 (meters)     1182.05  (feet) COMP
 OP1350  MODELED GRAVITY -    980,394.4   (mgal)                       NAVD 88
 OP1350
 OP1350  VERT ORDER      -  SECOND    CLASS I
 OP1350
 OP1350.The horizontal coordinates were scaled from a topographic map and have
 OP1350.an estimated accuracy of +/- 6 seconds.
 OP1350.
 OP1350.The orthometric height was determined by differential leveling and
 OP1350.adjusted in June 1995.
 OP1350
 OP1350.The dynamic height is computed by dividing the NAVD 88
 OP1350.geopotential number by the normal gravity value computed on the
 OP1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1350.degrees latitude (g = 980.6199 gals.).
 OP1350
 OP1350.The modeled gravity was interpolated from observed gravity values.
 OP1350
 OP1350;                    North         East    Units  Estimated Accuracy
 OP1350;SPC MN S     -   170,160.      763,890.      MT  (+/- 180 meters Scaled)
 OP1350
 OP1350                          SUPERSEDED SURVEY CONTROL
 OP1350
 OP1350.No superseded survey control is available for this station.
 OP1350
 OP1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ832318(NAD 83)
 OP1350
 OP1350_MARKER: DV = VERTICAL CONTROL DISK
 OP1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1350_SP_SET: CONCRETE POST
 OP1350_STAMPING: 4603 K 1986
 OP1350_MARK LOGO: MNDT  
 OP1350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1350+STABILITY: SURFACE MOTION
 OP1350
 OP1350  HISTORY     - Date     Condition        Report By
 OP1350  HISTORY     - 1986     MONUMENTED       MNDT
 OP1350
 OP1350                          STATION DESCRIPTION
 OP1350
 OP1350'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1350'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF
 OP1350'FAIRMONT, IN THE SW 1/4 OF SECTION 16, T102N, R30W, 1.5 MI (2.4 KM)
 OP1350'SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1350'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1350'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1350'K 1986---, IS SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT
 OP1350'(0.2 M) ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 128.2 FT
 OP1350'(39.1 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT
 OP1350'8.95, 62.9 FT (19.2 M) EAST-NORTHEAST OF A TELEPHONE CABLE MARKER
 OP1350'POST, 61.5 FT (18.7 M) EAST OF A STEEL REFERENCE POINT POST, 7.0 FT
 OP1350'(2.1 M) SOUTH OF THE EXTENDED CENTER OF A FIELD ENTRANCE NEAR THE
 OP1350'NORTHWEST CORNER OF A POND, 0.6 FT (0.2 M) WEST OF A STEEL WITNESS
 OP1350'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0005 ***********************************************************************
 OP0005  DESIGNATION -  4603 L
 OP0005  PID         -  OP0005
 OP0005  STATE/COUNTY-  MN/MARTIN
 OP0005  COUNTRY     -  US
 OP0005  USGS QUAD   -  FAIRMONT (1992)
 OP0005
 OP0005                         *CURRENT SURVEY CONTROL
 OP0005  ______________________________________________________________________
 OP0005* NAD 83(1986) POSITION- 43 38 53.5    (N) 094 26 49.1    (W)   HD_HELD2  
 OP0005* NAVD 88 ORTHO HEIGHT -   363.823  (meters)    1193.64  (feet) ADJUSTED  
 OP0005  ______________________________________________________________________
 OP0005  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 OP0005  DYNAMIC HEIGHT  -        363.746 (meters)     1193.39  (feet) COMP
 OP0005  MODELED GRAVITY -    980,396.5   (mgal)                       NAVD 88
 OP0005
 OP0005  VERT ORDER      -  SECOND    CLASS I
 OP0005
 OP0005.The horizontal coordinates were established by autonomous hand held GPS
 OP0005.observations and have an estimated accuracy of +/- 10 meters.
 OP0005.
 OP0005.The orthometric height was determined by differential leveling and
 OP0005.adjusted in June 1991.
 OP0005
 OP0005.Photographs are available for this station.
 OP0005
 OP0005.The dynamic height is computed by dividing the NAVD 88
 OP0005.geopotential number by the normal gravity value computed on the
 OP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0005.degrees latitude (g = 980.6199 gals.).
 OP0005
 OP0005.The modeled gravity was interpolated from observed gravity values.
 OP0005
 OP0005;                    North         East    Units  Estimated Accuracy
 OP0005;SPC MN S     -   172,122.      763,938.      MT  (+/- 10 meters HH2 GPS)
 OP0005
 OP0005                          SUPERSEDED SURVEY CONTROL
 OP0005
 OP0005  NGVD 29 (??/??/92)  363.753  (m)         1193.41   (f) ADJ UNCH    2 0
 OP0005
 OP0005.Superseded values are not recommended for survey control.
 OP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0005.See file dsdata.txt to determine how the superseded data were derived.
 OP0005
 OP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8330633816(NAD 83)
 OP0005
 OP0005_MARKER: DB = BENCH MARK DISK
 OP0005_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0005_SP_SET: WATER TANK FOOTING
 OP0005_STAMPING: 4603 L 1959 1193.40
 OP0005_MARK LOGO: MNHD  
 OP0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0005+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2008
 OP0005
 OP0005  HISTORY     - Date     Condition        Report By
 OP0005  HISTORY     - 1959     MONUMENTED       MNHD
 OP0005  HISTORY     - 1975     GOOD             MNDT
 OP0005  HISTORY     - 19861023 GOOD             MNDT
 OP0005  HISTORY     - 20051011 GOOD             MNDT
 OP0005  HISTORY     - 20080902 GOOD             GEOCAC
 OP0005
 OP0005                          STATION DESCRIPTION
 OP0005
 OP0005'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0005'IN FAIRMONT.
 OP0005'THE MARK IS LOCATED 0.25 MILES SOUTH ALONG T.H. 15 (STATE STREET) FROM
 OP0005'THE JUNCTION OF T.H. 15 AND T.H. 16 (BLUE EARTH AVENUE) IN FAIRMONT.
 OP0005'IT IS 95.5 FT. EAST OF THE T.H. 15 CENTERLINE AT MILEPOINT 10.2, AND
 OP0005'IS ABOUT 0.05 MILE NORTHWEST OF THE NORTHWEST CORNER OF A ONE-STORY
 OP0005'CONCRETE BLOCK WAREHOUSE (GIBSON DISCOUNT CENTER).  IT IS CEMENTED IN
 OP0005'THE WEST SIDE OF THE CONCRETE BASE OF THE SOUTHWEST LEG OF THE
 OP0005'FAIRMONT WATER TANK.  SW 1/4 SECTION 9, T 102N, R 30W.
 OP0005
 OP0005                          STATION RECOVERY (1986)
 OP0005
 OP0005'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 OP0005'THE MARK WAS IN THE TOWN OF FAIRMONT, IN THE SW 1/4 OF SECTION 9,
 OP0005'T102N, R30W, 0.25 MI (0.40 KM) SOUTH ALONG TRUNK HIGHWAY 15 (STATE
 OP0005'STREET) FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 16
 OP0005'(BLUE EARTH AVENUE) IN FAIRMONT.  THE MARK, A STANDARD MNHD BENCH
 OP0005'MARK DISK STAMPED---4603 L 1959 1193.40---, IS SET FLUSH IN A DRILL
 OP0005'HOLE IN THE TOP OF THE BASE OF THE SOUTHWEST LEG OF THE FAIRMONT
 OP0005'WATER TANK.  THE MARK IS 95.5 FT (29.1 M) EAST OF THE TRUNK HIGHWAY
 OP0005'15 CENTERLINE AT MILEPOINT 10.2, 0.05 MI (0.08 KM) NORTHWEST OF THE
 OP0005'NORTHWEST CORNER OF A ONE-STORY CONCRETE BLOCK BOWLING ALLEY, IN THE
 OP0005'TOP OF THE WEST SIDE OF THE CONCRETE BASE OF THE SOUTHWEST BASE OF
 OP0005'THE FAIRMONT WATER TANK.
 OP0005
 OP0005                          STATION RECOVERY (2005)
 OP0005
 OP0005'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP0005'RECOVERED AS DESCRIBED.
 OP0005
 OP0005                          STATION RECOVERY (2008)
 OP0005
 OP0005'RECOVERY NOTE BY GEOCACHING 2008 (WD)
 OP0005'HANDHELD COORDINATES ARE N43-38-52.9 W094-26-48.1.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1351 ***********************************************************************
 OP1351  CBN         -  This is a Cooperative Base Network Control Station.
 OP1351  DESIGNATION -  4603 M
 OP1351  PID         -  OP1351
 OP1351  STATE/COUNTY-  MN/MARTIN
 OP1351  COUNTRY     -  US
 OP1351  USGS QUAD   -  WILMERT LAKE (1967)
 OP1351
 OP1351                         *CURRENT SURVEY CONTROL
 OP1351  ______________________________________________________________________
 OP1351* NAD 83(2007) POSITION- 43 30 36.87544(N) 094 26 51.93445(W)   ADJUSTED  
 OP1351* NAD 83(2007) ELLIP HT-   340.798 (meters)        (02/10/07)   ADJUSTED
 OP1351* NAD 83(2007) EPOCH   -  2002.00
 OP1351* NAVD 88 ORTHO HEIGHT -   369.056  (meters)    1210.81  (feet) ADJUSTED  
 OP1351  ______________________________________________________________________
 OP1351  NAD 83(2007) X  -   -359,317.254 (meters)                     COMP
 OP1351  NAD 83(2007) Y  - -4,619,402.489 (meters)                     COMP
 OP1351  NAD 83(2007) Z  -  4,369,021.837 (meters)                     COMP
 OP1351  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC09
 OP1351  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 OP1351  DYNAMIC HEIGHT  -        368.971 (meters)     1210.53  (feet) COMP
 OP1351  MODELED GRAVITY -    980,377.1   (mgal)                       NAVD 88
 OP1351
 OP1351  VERT ORDER      -  SECOND    CLASS I
 OP1351
 OP1351  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1351  Type                                         Horiz  Ellip  Dist(km)
 OP1351  -------------------------------------------------------------------
 OP1351  NETWORK                                       0.33   0.37
 OP1351  -------------------------------------------------------------------
 OP1351  MEDIAN LOCAL ACCURACY AND DIST (043 points)   0.44   0.49     35.67
 OP1351  -------------------------------------------------------------------
 OP1351  NOTE: Click here for information on individual local accuracy
 OP1351  values and other accuracy information.
 OP1351
 OP1351
 OP1351.The horizontal coordinates were established by GPS observations
 OP1351.and adjusted by the National Geodetic Survey in February 2007.
 OP1351
 OP1351.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1351.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1351
 OP1351.The horizontal coordinates are valid at the epoch date displayed above
 OP1351.which is a decimal equivalence of Year/Month/Day.
 OP1351
 OP1351.The orthometric height was determined by differential leveling and
 OP1351.adjusted in June 1995.
 OP1351
 OP1351.Photographs are available for this station.
 OP1351
 OP1351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1351
 OP1351.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1351
 OP1351.The ellipsoidal height was determined by GPS observations
 OP1351.and is referenced to NAD 83.
 OP1351
 OP1351.The dynamic height is computed by dividing the NAVD 88
 OP1351.geopotential number by the normal gravity value computed on the
 OP1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1351.degrees latitude (g = 980.6199 gals.).
 OP1351
 OP1351.The modeled gravity was interpolated from observed gravity values.
 OP1351
 OP1351. The following values were computed from the NAD 83(2007) position.
 OP1351
 OP1351;                    North         East     Units Scale Factor Converg.
 OP1351;SPC MN S     -   156,795.057   763,790.450   MT  1.00007034   -0 18 49.8
 OP1351;SPC MN S     -   514,418.45  2,505,869.17   sFT  1.00007034   -0 18 49.8
 OP1351;UTM  15      - 4,818,496.999   382,975.970   MT  0.99976845   -0 59 48.7
 OP1351
 OP1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1351!SPC MN S     -   0.99994656  x   1.00007034  =   1.00001690
 OP1351!UTM  15      -   0.99994656  x   0.99976845  =   0.99971502
 OP1351
 OP1351                          SUPERSEDED SURVEY CONTROL
 OP1351
 OP1351  NAD 83(1996)-  43 30 36.87472(N)    094 26 51.93387(W) AD(       ) B
 OP1351  ELLIP H (01/15/97)  340.857  (m)                       GP(       ) 4 1
 OP1351  NAVD 88 (01/15/97)  369.06   (m)         1210.8    (f) LEVELING    3  
 OP1351
 OP1351.Superseded values are not recommended for survey control.
 OP1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1351.See file dsdata.txt to determine how the superseded data were derived.
 OP1351
 OP1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8297518496(NAD 83)
 OP1351
 OP1351_MARKER: DV = VERTICAL CONTROL DISK
 OP1351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1351_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1351_STAMPING: 4603 M 1986
 OP1351_MARK LOGO: MNDT  
 OP1351_PROJECTION: FLUSH
 OP1351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1351+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 OP1351_ROD/PIPE-DEPTH:  7.6 meters
 OP1351
 OP1351  HISTORY     - Date     Condition        Report By
 OP1351  HISTORY     - 1986     MONUMENTED       MNDT
 OP1351  HISTORY     - 19941018 GOOD             MNDT
 OP1351  HISTORY     - 19961119 GOOD             MNDT
 OP1351  HISTORY     - 19961205 GOOD             NGS
 OP1351  HISTORY     - 20000515 GOOD             MNDT
 OP1351  HISTORY     - 20040825 GOOD             MNDT
 OP1351  HISTORY     - 20041206 GOOD             MNDT
 OP1351
 OP1351                          STATION DESCRIPTION
 OP1351
 OP1351'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1351'THE MARK IS LOCATED ABOUT 9.25 MI (14.89 KM) SOUTH OF THE TOWN OF
 OP1351'FAIRMONT, IN THE NW 1/4 OF SECTION 33, T101N, R30W, 9.95 MI
 OP1351'(16.01 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 OP1351'HIGHWAY 15 AND COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.
 OP1351'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1351'STAMPED---4603 M 1986---, IS SET IN THE TOP OF A DRIVEN 3/4-INCH
 OP1351'DIAMETER ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 OP1351'AND ABOUT LEVEL WITH TRUNK HIGHWAY 15.  THE MARK IS 70.5 FT (21.5 M)
 OP1351'WEST OF THE CENTELINE OF TRUNK HIGHWAY 15 AT MILEPOINT 0.7 AND 1.0 FT
 OP1351'(0.3 M) EAST OF A STEEL WITNESS POST. A MAGNET IN THE DISK MAKES THE
 OP1351'MARK MAGNETIC.  ROD DEPTH IS UNKNOWN.
 OP1351
 OP1351                          STATION RECOVERY (1994)
 OP1351
 OP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 OP1351'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP1351'THE MARK IS LOCATED ABOUT 9-1/4 MI SOUTH OF THE TOWN OF FAIRMONT IN
 OP1351'THE NW 1/4 OF SECTION 33, T101N, R30W.  TO REACH THE MARK FROM THE JCT
 OP1351'OF TH 15 AND CO RD 26, GO SOUTH ON TH 15 FOR 9.95 MI (16.01 KM) TO TH
 OP1351'15 MP 0.7 AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET A DRIVEN
 OP1351'ALUMINUM ROD, IS 70.5 FT (21.5 M) WEST OF TH 15, 265 FT (80.8 M) NORTH
 OP1351'OF AN ENT, AND 1.0 FT (0.3 M) EAST OF A WIT POST. RECOVERED AND
 OP1351'DESCRIBED BY DAVID K.  HERDER, TYPED BY G.W.O.
 OP1351
 OP1351                          STATION RECOVERY (1996)
 OP1351
 OP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1351'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1351'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
 OP1351
 OP1351                          STATION RECOVERY (1996)
 OP1351
 OP1351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS)
 OP1351'RECOVERED AS DESCRIBED.
 OP1351
 OP1351                          STATION RECOVERY (2000)
 OP1351
 OP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (TJA)
 OP1351'RECOVERED AS DESCRIBED.
 OP1351
 OP1351                          STATION RECOVERY (2004)
 OP1351
 OP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 OP1351'9.25 MILES SOUTH OF FAIRMONT, 9.95 MILES SOUTH ON TRUNK HIGHWAY 15
 OP1351'FROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 26, AT TRUNK HIGHWAY
 OP1351'15 MILEPOINT 0.7, 70.5 FEET WEST OF TRUNK HIGHWAY 15, 265 FEET NORTH
 OP1351'OF ENTRANCE, 1.0 FEET EAST OF WITNESS POST
 OP1351
 OP1351                          STATION RECOVERY (2004)
 OP1351
 OP1351'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1351'9.25 MILES SOUTH OF FAIRMONT, 9.95 MILES SOUTH ON TRUNK HIGHWAY 15 FRO
 OP1351'M JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 26, AT TRUNK HIGHWAY 15
 OP1351'MILEPOINT 0.7, 70.5 FEET WEST OF TRUNK HIGHWAY 15, 265 FEET NORTH OF
 OP1351'ENTRANCE, 1.0 FOOT EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1352 ***********************************************************************
 OP1352  DESIGNATION -  4603 N
 OP1352  PID         -  OP1352
 OP1352  STATE/COUNTY-  MN/MARTIN
 OP1352  COUNTRY     -  US
 OP1352  USGS QUAD   -  WILMERT LAKE (1967)
 OP1352
 OP1352                         *CURRENT SURVEY CONTROL
 OP1352  ______________________________________________________________________
 OP1352* NAD 83(1986) POSITION- 43 34 55.     (N) 094 26 51.     (W)   SCALED    
 OP1352* NAVD 88 ORTHO HEIGHT -   366.327  (meters)    1201.86  (feet) ADJUSTED  
 OP1352  ______________________________________________________________________
 OP1352  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 OP1352  DYNAMIC HEIGHT  -        366.247 (meters)     1201.60  (feet) COMP
 OP1352  MODELED GRAVITY -    980,389.7   (mgal)                       NAVD 88
 OP1352
 OP1352  VERT ORDER      -  SECOND    CLASS I
 OP1352
 OP1352.The horizontal coordinates were scaled from a topographic map and have
 OP1352.an estimated accuracy of +/- 6 seconds.
 OP1352.
 OP1352.The orthometric height was determined by differential leveling and
 OP1352.adjusted in June 1995.
 OP1352
 OP1352.The dynamic height is computed by dividing the NAVD 88
 OP1352.geopotential number by the normal gravity value computed on the
 OP1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1352.degrees latitude (g = 980.6199 gals.).
 OP1352
 OP1352.The modeled gravity was interpolated from observed gravity values.
 OP1352
 OP1352;                    North         East    Units  Estimated Accuracy
 OP1352;SPC MN S     -   164,760.      763,860.      MT  (+/- 180 meters Scaled)
 OP1352
 OP1352                          SUPERSEDED SURVEY CONTROL
 OP1352
 OP1352.No superseded survey control is available for this station.
 OP1352
 OP1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ831264(NAD 83)
 OP1352
 OP1352_MARKER: DV = VERTICAL CONTROL DISK
 OP1352_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OP1352+WITH SETTING: INFORMATION.
 OP1352_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1352_STAMPING: 4603 N 1986
 OP1352_MARK LOGO: MNDT  
 OP1352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1352
 OP1352  HISTORY     - Date     Condition        Report By
 OP1352  HISTORY     - 1986     MONUMENTED       MNDT
 OP1352
 OP1352                          STATION DESCRIPTION
 OP1352
 OP1352'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1352'THE MARK IS LOCATED ABOUT 4.33 MI (6.97 KM) SOUTH OF THE TOWN OF
 OP1352'FAIRMONT, IN THE NE 1/4 OF SECTION 5, T101N, R30W, 4.7 MI (7.6 KM)
 OP1352'SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1352'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1352'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1352'N 1986---, IS SET IN THE TOP OF A DRIVEN 3/4-INCH DIAMETER ALUMINUM
 OP1352'ROD THAT IS 0.4 FT (0.1 M) BELOW THE SURFACE OF THE GROUND AND ABOUT
 OP1352'1 FT (0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 67.5
 OP1352'FT (20.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT
 OP1352'5.7, 36.0 FT (11.0 M) SOUTH-SOUTHEAST OF A POWER POLE, 1.0 FT
 OP1352'(0.3 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 OP1352'MARK MAGNETIC.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1353 ***********************************************************************
 OP1353  DESIGNATION -  4603 P
 OP1353  PID         -  OP1353
 OP1353  STATE/COUNTY-  MN/MARTIN
 OP1353  COUNTRY     -  US
 OP1353  USGS QUAD   -  WILMERT LAKE (1967)
 OP1353
 OP1353                         *CURRENT SURVEY CONTROL
 OP1353  ______________________________________________________________________
 OP1353* NAD 83(1986) POSITION- 43 36 06.     (N) 094 26 51.     (W)   SCALED    
 OP1353* NAVD 88 ORTHO HEIGHT -   360.881  (meters)    1183.99  (feet) ADJUSTED  
 OP1353  ______________________________________________________________________
 OP1353  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 OP1353  DYNAMIC HEIGHT  -        360.803 (meters)     1183.73  (feet) COMP
 OP1353  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 OP1353
 OP1353  VERT ORDER      -  SECOND    CLASS I
 OP1353
 OP1353.The horizontal coordinates were scaled from a topographic map and have
 OP1353.an estimated accuracy of +/- 6 seconds.
 OP1353.
 OP1353.The orthometric height was determined by differential leveling and
 OP1353.adjusted in June 1995.
 OP1353
 OP1353.The dynamic height is computed by dividing the NAVD 88
 OP1353.geopotential number by the normal gravity value computed on the
 OP1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1353.degrees latitude (g = 980.6199 gals.).
 OP1353
 OP1353.The modeled gravity was interpolated from observed gravity values.
 OP1353
 OP1353;                    North         East    Units  Estimated Accuracy
 OP1353;SPC MN S     -   166,950.      763,870.      MT  (+/- 180 meters Scaled)
 OP1353
 OP1353                          SUPERSEDED SURVEY CONTROL
 OP1353
 OP1353.No superseded survey control is available for this station.
 OP1353
 OP1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ831286(NAD 83)
 OP1353
 OP1353_MARKER: DV = VERTICAL CONTROL DISK
 OP1353_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OP1353+WITH SETTING: INFORMATION.
 OP1353_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1353_STAMPING: 4603 P 1986
 OP1353_MARK LOGO: MNDT  
 OP1353_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1353
 OP1353  HISTORY     - Date     Condition        Report By
 OP1353  HISTORY     - 1986     MONUMENTED       MNDT
 OP1353
 OP1353                          STATION DESCRIPTION
 OP1353
 OP1353'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1353'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF THE TOWN OF FAIRMONT,
 OP1353'IN THE NE 1/4 OF SECTION 32, T102N, R30W, 3.45 MI (5.55 KM) SOUTH
 OP1353'ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1353'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1353'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1353'P 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER ALUMINUM
 OP1353'ROD THAT IS 0.2 FT (0.1 M) BELOW THE SURFACE OF THE GROUND AND ABOUT
 OP1353'1 FT (0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 74.5
 OP1353'FT (22.7 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT
 OP1353'6.95, 129.0 FT (39.3 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD NUMBER
 OP1353'20, 67.0 FT (20.4 M) SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, 79.4 FT
 OP1353'(24.2 M) SOUTH OF A POWER POLE (WITH ANCHOR WIRE), 120.4 FT (36.7 M)
 OP1353'NORTH OF A POWER POLE, 0.9 FT (0.3 M) EAST-SOUTHEAST OF A STEEL
 OP1353'WITNESS POST. A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.  ROD
 OP1353'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1354 ***********************************************************************
 OP1354  DESIGNATION -  4603 Q
 OP1354  PID         -  OP1354
 OP1354  STATE/COUNTY-  MN/MARTIN
 OP1354  COUNTRY     -  US
 OP1354  USGS QUAD   -  WILMERT LAKE (1967)
 OP1354
 OP1354                         *CURRENT SURVEY CONTROL
 OP1354  ______________________________________________________________________
 OP1354* NAD 83(2007) POSITION- 43 36 57.02112(N) 094 26 50.74524(W)   ADJUSTED  
 OP1354* NAD 83(2007) ELLIP HT-   334.143 (meters)        (02/10/07)   ADJUSTED
 OP1354* NAD 83(2007) EPOCH   -  2002.00
 OP1354* NAVD 88 ORTHO HEIGHT -   362.221  (meters)    1188.39  (feet) ADJUSTED  
 OP1354  ______________________________________________________________________
 OP1354  NAD 83(2007) X  -   -358,663.252 (meters)                     COMP
 OP1354  NAD 83(2007) Y  - -4,611,338.461 (meters)                     COMP
 OP1354  NAD 83(2007) Z  -  4,377,518.981 (meters)                     COMP
 OP1354  LAPLACE CORR    -         -2.13  (seconds)                    DEFLEC09
 OP1354  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 OP1354  DYNAMIC HEIGHT  -        362.143 (meters)     1188.13  (feet) COMP
 OP1354  MODELED GRAVITY -    980,392.8   (mgal)                       NAVD 88
 OP1354
 OP1354  VERT ORDER      -  SECOND    CLASS I
 OP1354
 OP1354  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1354  Type                                         Horiz  Ellip  Dist(km)
 OP1354  -------------------------------------------------------------------
 OP1354  NETWORK                                       0.85   0.67
 OP1354  -------------------------------------------------------------------
 OP1354  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.91   0.71      5.19
 OP1354  -------------------------------------------------------------------
 OP1354  NOTE: Click here for information on individual local accuracy
 OP1354  values and other accuracy information.
 OP1354
 OP1354
 OP1354.The horizontal coordinates were established by GPS observations
 OP1354.and adjusted by the National Geodetic Survey in February 2007.
 OP1354
 OP1354.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1354.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1354
 OP1354.The horizontal coordinates are valid at the epoch date displayed above
 OP1354.which is a decimal equivalence of Year/Month/Day.
 OP1354
 OP1354.The orthometric height was determined by differential leveling and
 OP1354.adjusted in June 1995.
 OP1354
 OP1354.Photographs are available for this station.
 OP1354
 OP1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1354
 OP1354.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1354
 OP1354.The ellipsoidal height was determined by GPS observations
 OP1354.and is referenced to NAD 83.
 OP1354
 OP1354.The dynamic height is computed by dividing the NAVD 88
 OP1354.geopotential number by the normal gravity value computed on the
 OP1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1354.degrees latitude (g = 980.6199 gals.).
 OP1354
 OP1354.The modeled gravity was interpolated from observed gravity values.
 OP1354
 OP1354. The following values were computed from the NAD 83(2007) position.
 OP1354
 OP1354;                    North         East     Units Scale Factor Converg.
 OP1354;SPC MN S     -   168,527.492   763,881.384   MT  1.00004050   -0 18 49.0
 OP1354;SPC MN S     -   552,910.61  2,506,167.51   sFT  1.00004050   -0 18 49.0
 OP1354;UTM  15      - 4,830,224.146   383,206.889   MT  0.99976778   -0 59 54.9
 OP1354
 OP1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1354!SPC MN S     -   0.99994761  x   1.00004050  =   0.99998810
 OP1354!UTM  15      -   0.99994761  x   0.99976778  =   0.99971540
 OP1354
 OP1354                          SUPERSEDED SURVEY CONTROL
 OP1354
 OP1354  NAD 83(1996)-  43 36 57.02035(N)    094 26 50.74471(W) AD(       ) 1
 OP1354  ELLIP H (05/31/05)  334.200  (m)                       GP(       ) 4 1
 OP1354  NAVD 88 (05/31/05)  362.22   (m)         1188.4    (f) LEVELING    3  
 OP1354
 OP1354.Superseded values are not recommended for survey control.
 OP1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1354.See file dsdata.txt to determine how the superseded data were derived.
 OP1354
 OP1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8320630224(NAD 83)
 OP1354
 OP1354_MARKER: DV = VERTICAL CONTROL DISK
 OP1354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1354_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1354_STAMPING: 4603 Q 1986
 OP1354_MARK LOGO: MNDT  
 OP1354_PROJECTION: FLUSH
 OP1354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1354+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 OP1354
 OP1354  HISTORY     - Date     Condition        Report By
 OP1354  HISTORY     - 1986     MONUMENTED       MNDT
 OP1354  HISTORY     - 20041207 GOOD             MNDT
 OP1354  HISTORY     - 20051019 GOOD             MNDT
 OP1354
 OP1354                          STATION DESCRIPTION
 OP1354
 OP1354'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1354'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE TOWN OF FAIRMONT,
 OP1354'IN THE NW 1/4 OF SECTION 28, T102N, R30W, 2.5 MI (4.0 KM) SOUTH ALONG
 OP1354'TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY
 OP1354'ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A STANDARD
 OP1354'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603 P
 OP1354'1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER ALUMINUM ROD
 OP1354'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M)
 OP1354'BELOW THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 76.0 FT (23.2 M)
 OP1354'EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT 7.95, 38.0 FT
 OP1354'(11.6 M) SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 13.8 FT (4.2 M)
 OP1354'WEST-SOUTHWEST OF A POWER POLE, 149.0 FT (45.4 M) SOUTH-SOUTHEAST OF
 OP1354'MILEPOINT 8 SIGN POST, 4.6 FT (1.4 M) SOUTH-SOUTHWEST OF A STEEL
 OP1354'RIGHT-OF-WAY POST, 0.8 FT (0.2 M) SOUTH-SOUTHWEST OF A STEEL WITNESS
 OP1354'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.  ROD DEPTH IS
 OP1354'UNKNOWN.
 OP1354
 OP1354                          STATION RECOVERY (2004)
 OP1354
 OP1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1354'2 MILES SOUTH OF FAIRMONT, 2.5 MILES SOUTH ON TRUNK HIGHWAY 15 FROM
 OP1354'JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 26, 76.0 FEET EAST OF
 OP1354'TRUNK HIGHWAY 15, 38 FEET SOUTH OF GRAVEL ROAD, 13.8 FEET
 OP1354'WEST-SOUTHWEST OF POWER POLE, 149.0 FEET SOUTH-SOUTHEAST OF TRUNK
 OP1354'HIGHWAY 15 MILEPOST 8, 4.6 FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST,
 OP1354'0.8 FOOT SOUTH-SOUTHWEST OF WITNESS POST .  ROD DEPTH IS UNKNOWN.
 OP1354'DISK IS STAMPED 4603 Q 1986.
 OP1354
 OP1354                          STATION RECOVERY (2005)
 OP1354
 OP1354'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DKH)
 OP1354'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP1354'THE MARK IS 2.0 MILES (3.2 KM) SOUTH OF FAIRMONT, 2.5 MILES (4.0 KM)
 OP1354'SOUTH ON TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1354'COUNTY ROAD 26, 76.0 FEET (23.2 M) EAST OF TRUNK HIGHWAY 15, 38.0
 OP1354'FEET (11.6 M) SOUTH OF GRAVEL ROAD, 13.8 FEET (4.2 M) WEST-SOUTHWEST
 OP1354'OF POWER POLE, 149.0 FEET (45.4 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY
 OP1354'15 MILEPOST 8, 4.6 FEET (1.4 M) SOUTH-SOUTHWEST OF RIGHT OF WAY POST,
 OP1354'0.8 FEET (24.4 CM) SOUTH-SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1355 ***********************************************************************
 OP1355  DESIGNATION -  4603 R
 OP1355  PID         -  OP1355
 OP1355  STATE/COUNTY-  MN/MARTIN
 OP1355  COUNTRY     -  US
 OP1355  USGS QUAD   -  FAIRMONT (1992)
 OP1355
 OP1355                         *CURRENT SURVEY CONTROL
 OP1355  ______________________________________________________________________
 OP1355* NAD 83(1986) POSITION- 43 38 24.     (N) 094 26 47.     (W)   SCALED    
 OP1355* NAVD 88 ORTHO HEIGHT -   357.292  (meters)    1172.22  (feet) ADJUSTED  
 OP1355  ______________________________________________________________________
 OP1355  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 OP1355  DYNAMIC HEIGHT  -        357.216 (meters)     1171.97  (feet) COMP
 OP1355  MODELED GRAVITY -    980,395.5   (mgal)                       NAVD 88
 OP1355
 OP1355  VERT ORDER      -  SECOND    CLASS I
 OP1355
 OP1355.The horizontal coordinates were scaled from a topographic map and have
 OP1355.an estimated accuracy of +/- 6 seconds.
 OP1355.
 OP1355.The orthometric height was determined by differential leveling and
 OP1355.adjusted in June 1995.
 OP1355
 OP1355.The dynamic height is computed by dividing the NAVD 88
 OP1355.geopotential number by the normal gravity value computed on the
 OP1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1355.degrees latitude (g = 980.6199 gals.).
 OP1355
 OP1355.The modeled gravity was interpolated from observed gravity values.
 OP1355
 OP1355;                    North         East    Units  Estimated Accuracy
 OP1355;SPC MN S     -   171,210.      763,980.      MT  (+/- 180 meters Scaled)
 OP1355
 OP1355                          SUPERSEDED SURVEY CONTROL
 OP1355
 OP1355.No superseded survey control is available for this station.
 OP1355
 OP1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ833329(NAD 83)
 OP1355
 OP1355_MARKER: DV = VERTICAL CONTROL DISK
 OP1355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OP1355+WITH SETTING: PAVEMENT
 OP1355_SP_SET: BASE OF SIGN
 OP1355_STAMPING: 4603 R 1986
 OP1355_MARK LOGO: MNDT  
 OP1355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1355+STABILITY: SURFACE MOTION
 OP1355
 OP1355  HISTORY     - Date     Condition        Report By
 OP1355  HISTORY     - 1986     MONUMENTED       MNDT
 OP1355
 OP1355                          STATION DESCRIPTION
 OP1355
 OP1355'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1355'THE MARK IS LOCATED ABOUT 0.33 MI (0.53 KM) SOUTHEAST OF THE TOWN OF
 OP1355'FAIRMONT, IN THE NW 1/4 OF SECTION 16, T102N, R30W, 0.9 MI (1.4 KM)
 OP1355'SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP1355'COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.  THE MARK, A
 OP1355'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4603
 OP1355'R 1986---, IS SET IN THE BASE OF THE WEST LEG OF A SIGN AND IS FLUSH
 OP1355'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FT (0.3 M) ABOVE THE LEVEL
 OP1355'OF THE SERVICE ROAD.  THE MARK IS 27.0 FT (8.2 M) EAST OF THE
 OP1355'CENTERLINE OF A FRONTAGE ROAD AT MILEPOINT 9.55, 62.8 FT (19.1 M)
 OP1355'WEST OF THE SOUTHWEST CORNER OF THE MIDWEST SPORTS CENTER BUILDING
 OP1355'(METAL BUILDING), 1.0 FT (0.3 M) WEST OF THE WEST STEEL LEG OF A
 OP1355'SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1356 ***********************************************************************
 OP1356  DESIGNATION -  4603 S
 OP1356  PID         -  OP1356
 OP1356  STATE/COUNTY-  MN/MARTIN
 OP1356  COUNTRY     -  US
 OP1356  USGS QUAD   -  FAIRMONT (1992)
 OP1356
 OP1356                         *CURRENT SURVEY CONTROL
 OP1356  ______________________________________________________________________
 OP1356* NAD 83(1986) POSITION- 43 39 07.     (N) 094 27 11.     (W)   SCALED    
 OP1356* NAVD 88 ORTHO HEIGHT -   360.121  (meters)    1181.50  (feet) ADJUSTED  
 OP1356  ______________________________________________________________________
 OP1356  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 OP1356  DYNAMIC HEIGHT  -        360.044 (meters)     1181.24  (feet) COMP
 OP1356  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 OP1356
 OP1356  VERT ORDER      -  SECOND    CLASS I
 OP1356
 OP1356.The horizontal coordinates were scaled from a topographic map and have
 OP1356.an estimated accuracy of +/- 6 seconds.
 OP1356.
 OP1356.The orthometric height was determined by differential leveling and
 OP1356.adjusted in June 1995.
 OP1356
 OP1356.The dynamic height is computed by dividing the NAVD 88
 OP1356.geopotential number by the normal gravity value computed on the
 OP1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1356.degrees latitude (g = 980.6199 gals.).
 OP1356
 OP1356.The modeled gravity was interpolated from observed gravity values.
 OP1356
 OP1356;                    North         East    Units  Estimated Accuracy
 OP1356;SPC MN S     -   172,540.      763,450.      MT  (+/- 180 meters Scaled)
 OP1356
 OP1356                          SUPERSEDED SURVEY CONTROL
 OP1356
 OP1356.No superseded survey control is available for this station.
 OP1356
 OP1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ828342(NAD 83)
 OP1356
 OP1356_MARKER: DV = VERTICAL CONTROL DISK
 OP1356_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OP1356+WITH SETTING: PAVEMENT
 OP1356_SP_SET: BASE OF SIGN
 OP1356_STAMPING: 4603 S 1986
 OP1356_MARK LOGO: MNDT  
 OP1356_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1356+STABILITY: SURFACE MOTION
 OP1356
 OP1356  HISTORY     - Date     Condition        Report By
 OP1356  HISTORY     - 1986     MONUMENTED       MNDT
 OP1356
 OP1356                          STATION DESCRIPTION
 OP1356
 OP1356'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1356'THE MARK IS LOCATED IN THE TOWN OF FAIRMONT, IN THE SE 1/4 OF SECTION
 OP1356'8, T102N, R30W, 0.3 MI (0.5 KM) WEST ALONG BLUE EARTH AVENUE FROM THE
 OP1356'JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD NUMBER 26 (BLUE EARTH
 OP1356'AVENUE) AT FAIRMONT.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OP1356'CONTROL MONUMENT DISK STAMPED---4603 S 1986---, IS SET IN THE TOP OF
 OP1356'THE NORTHWEST CORNER OF THE 4-FOOT BY 4-FOOT CONCRETE BASE OF A FORD
 OP1356'SIGN AND IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FT
 OP1356'(0.6 M) ABOVE THE LEVEL OF THE STREET.  THE MARK IS 50.3 FT (15.3 M)
 OP1356'SOUTH OF THE CENTERLINE OF BLUE EARTH AVENUE, 33.0 FT (10.1 M) EAST OF
 OP1356'THE CENTERLINE OF SOUTH GRANT STREET, 13.4 FT (4.1 M) WEST-SOUTHWEST
 OP1356'OF THE NORTHWEST CORNER OF A FORD GARAGE BUILDING, 9.0 FT (2.7 M)
 OP1356'EAST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1357 ***********************************************************************
 OP1357  DESIGNATION -  4603 T
 OP1357  PID         -  OP1357
 OP1357  STATE/COUNTY-  MN/MARTIN
 OP1357  COUNTRY     -  US
 OP1357  USGS QUAD   -  FAIRMONT (1992)
 OP1357
 OP1357                         *CURRENT SURVEY CONTROL
 OP1357  ______________________________________________________________________
 OP1357* NAD 83(1986) POSITION- 43 38 02.     (N) 094 26 48.     (W)   SCALED    
 OP1357* NAVD 88 ORTHO HEIGHT -   360.972  (meters)    1184.29  (feet) ADJUSTED  
 OP1357  ______________________________________________________________________
 OP1357  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 OP1357  DYNAMIC HEIGHT  -        360.895 (meters)     1184.04  (feet) COMP
 OP1357  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 OP1357
 OP1357  VERT ORDER      -  SECOND    CLASS I
 OP1357
 OP1357.The horizontal coordinates were scaled from a topographic map and have
 OP1357.an estimated accuracy of +/- 6 seconds.
 OP1357.
 OP1357.The orthometric height was determined by differential leveling and
 OP1357.adjusted in June 1995.
 OP1357
 OP1357.The dynamic height is computed by dividing the NAVD 88
 OP1357.geopotential number by the normal gravity value computed on the
 OP1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1357.degrees latitude (g = 980.6199 gals.).
 OP1357
 OP1357.The modeled gravity was interpolated from observed gravity values.
 OP1357
 OP1357;                    North         East    Units  Estimated Accuracy
 OP1357;SPC MN S     -   170,530.      763,950.      MT  (+/- 180 meters Scaled)
 OP1357
 OP1357                          SUPERSEDED SURVEY CONTROL
 OP1357
 OP1357.No superseded survey control is available for this station.
 OP1357
 OP1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ833322(NAD 83)
 OP1357
 OP1357_MARKER: DV = VERTICAL CONTROL DISK
 OP1357_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OP1357+WITH SETTING: INFORMATION.
 OP1357_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1357_STAMPING: 4603 T 1986
 OP1357_MARK LOGO: MNDT  
 OP1357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1357
 OP1357  HISTORY     - Date     Condition        Report By
 OP1357  HISTORY     - 1986     MONUMENTED       MNDT
 OP1357
 OP1357                          STATION DESCRIPTION
 OP1357
 OP1357'DESCRIBED BY MN DEPT OF TRANSP 1986
 OP1357'THE MARK IS LOCATED ABOUT 1.25 MI (2.01 KM) SOUTH OF THE TOWN OF
 OP1357'FAIRMONT, IN THE SW 1/4 OF SECTION 16, T102N, R30W, 1.25 MI
 OP1357'(2.01 KM) SOUTH ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK
 OP1357'HIGHWAY 15 AND COUNTY ROAD NUMBER 26 (BLUE EARTH AVENUE) AT FAIRMONT.
 OP1357'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1357'STAMPED---4603 T 1986---, IS SET ON TOP OF A DRIVEN 3/4-INCH DIAMETER
 OP1357'ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 4
 OP1357'FT (1.2 M) BELOW THE LEVEL OF TRUNK HIGHWAY 15.  THE MARK IS 72.6 FT
 OP1357'(22.1 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT 9.2
 OP1357'AND AT CARDINAL STREET, 47.5 FT (14.5 M) NORTHEAST OF AN ANCHOR POLE,
 OP1357'0.7 FT (0.2 M) NORTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 OP1357'DISK MAKES THE MARK MAGNETIC.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0097 ***********************************************************************
 OP0097  DESIGNATION -  4604 A
 OP0097  PID         -  OP0097
 OP0097  STATE/COUNTY-  MN/MARTIN
 OP0097  COUNTRY     -  US
 OP0097  USGS QUAD   -  FAIRMONT (1992)
 OP0097
 OP0097                         *CURRENT SURVEY CONTROL
 OP0097  ______________________________________________________________________
 OP0097* NAD 83(1986) POSITION- 43 41 12.     (N) 094 26 55.     (W)   SCALED    
 OP0097* NAVD 88 ORTHO HEIGHT -   357.876  (meters)    1174.13  (feet) ADJUSTED  
 OP0097  ______________________________________________________________________
 OP0097  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 OP0097  DYNAMIC HEIGHT  -        357.801 (meters)     1173.89  (feet) COMP
 OP0097  MODELED GRAVITY -    980,401.8   (mgal)                       NAVD 88
 OP0097
 OP0097  VERT ORDER      -  SECOND    CLASS 0
 OP0097
 OP0097.The horizontal coordinates were scaled from a topographic map and have
 OP0097.an estimated accuracy of +/- 6 seconds.
 OP0097.
 OP0097.The orthometric height was determined by differential leveling and
 OP0097.adjusted in June 1991.
 OP0097
 OP0097.The dynamic height is computed by dividing the NAVD 88
 OP0097.geopotential number by the normal gravity value computed on the
 OP0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0097.degrees latitude (g = 980.6199 gals.).
 OP0097
 OP0097.The modeled gravity was interpolated from observed gravity values.
 OP0097
 OP0097;                    North         East    Units  Estimated Accuracy
 OP0097;SPC MN S     -   176,400.      763,830.      MT  (+/- 180 meters Scaled)
 OP0097
 OP0097                          SUPERSEDED SURVEY CONTROL
 OP0097
 OP0097  NGVD 29 (??/??/92)  357.815  (m)         1173.93   (f) ADJ UNCH    2 0
 OP0097
 OP0097.Superseded values are not recommended for survey control.
 OP0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0097.See file dsdata.txt to determine how the superseded data were derived.
 OP0097
 OP0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ832380(NAD 83)
 OP0097
 OP0097_MARKER: DD = SURVEY DISK
 OP0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0097_STAMPING: 4604 A 1969
 OP0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0097+STABILITY: SURFACE MOTION
 OP0097
 OP0097  HISTORY     - Date     Condition        Report By
 OP0097  HISTORY     - 1969     MONUMENTED       MNDT
 OP0097  HISTORY     - 1975     GOOD             MNDT
 OP0097
 OP0097                          STATION DESCRIPTION
 OP0097
 OP0097'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0097'2.5 MI N FROM FAIRMONT.
 OP0097'THE MARK IS LOCATED 1.45 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0097'TH 15 (STATE STREET) AND TH 16 (BLUE EARTH AVENUE) IN FAIRMONT AND 0.5
 OP0097'MILES NORTH OF FAI 90.  IT IS 149.0 FEET WEST OF AND LEVEL WITH THE
 OP0097'CENTERLINE OF TH 15 AT MILEPOINT 13, (STATION 765+37) 46.0 FEET WEST
 OP0097'OF THE WEST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD TRACK, AND 2.0
 OP0097'FEET EAST OF A FENCE LINE.  IT IS 0.6 FEET EAST OF A STEEL WITNESS
 OP0097'POST IN A 6 FOOT PRECAST (MAGNETIC) CONCRETE MONUMENT PROJECTING 2
 OP0097'INCHES ABOVE GROUND.  NW 1/4 SECTION 33, T 102N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0100 ***********************************************************************
 OP0100  DESIGNATION -  4604 AB
 OP0100  PID         -  OP0100
 OP0100  STATE/COUNTY-  MN/MARTIN
 OP0100  COUNTRY     -  US
 OP0100  USGS QUAD   -  FAIRMONT (1992)
 OP0100
 OP0100                         *CURRENT SURVEY CONTROL
 OP0100  ______________________________________________________________________
 OP0100* NAD 83(1986) POSITION- 43 40 26.4    (N) 094 26 51.4    (W)   HD_HELD2  
 OP0100* NAVD 88 ORTHO HEIGHT -   350.159  (meters)    1148.81  (feet) ADJUSTED  
 OP0100  ______________________________________________________________________
 OP0100  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 OP0100  DYNAMIC HEIGHT  -        350.086 (meters)     1148.57  (feet) COMP
 OP0100  MODELED GRAVITY -    980,399.8   (mgal)                       NAVD 88
 OP0100
 OP0100  VERT ORDER      -  SECOND    CLASS I
 OP0100
 OP0100.The horizontal coordinates were established by autonomous hand held GPS
 OP0100.observations and have an estimated accuracy of +/- 10 meters.
 OP0100.
 OP0100.The orthometric height was determined by differential leveling and
 OP0100.adjusted in July 2009.
 OP0100
 OP0100.No vertical observational check was made to the station.
 OP0100
 OP0100.Photographs are available for this station.
 OP0100
 OP0100.The dynamic height is computed by dividing the NAVD 88
 OP0100.geopotential number by the normal gravity value computed on the
 OP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0100.degrees latitude (g = 980.6199 gals.).
 OP0100
 OP0100.The modeled gravity was interpolated from observed gravity values.
 OP0100
 OP0100;                    North         East    Units  Estimated Accuracy
 OP0100;SPC MN S     -   174,990.      763,902.      MT  (+/- 10 meters HH2 GPS)
 OP0100
 OP0100                          SUPERSEDED SURVEY CONTROL
 OP0100
 OP0100  NAVD 88 (06/15/91)  350.154  (m)         1148.80   (f) SUPERSEDED  2 0
 OP0100  NGVD 29 (??/??/92)  350.088  (m)         1148.58   (f) ADJ UNCH    2 0
 OP0100
 OP0100.Superseded values are not recommended for survey control.
 OP0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0100.See file dsdata.txt to determine how the superseded data were derived.
 OP0100
 OP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8330436683(NAD 83)
 OP0100
 OP0100_MARKER: DB = BENCH MARK DISK
 OP0100_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0100_SP_SET: BRIDGE ABUTMENT
 OP0100_STAMPING: 4604 AB 1974
 OP0100_MARK LOGO: MNHD  
 OP0100_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0100+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 OP0100
 OP0100  HISTORY     - Date     Condition        Report By
 OP0100  HISTORY     - 1974     MONUMENTED       MNDT
 OP0100  HISTORY     - 1975     GOOD             MNDT
 OP0100  HISTORY     - 1980     GOOD             MNDT
 OP0100  HISTORY     - 20060622 GOOD             MNDT
 OP0100
 OP0100                          STATION DESCRIPTION
 OP0100
 OP0100'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0100'IN FAIRMONT.
 OP0100'THE MARK IS LOCATED 1.5 MILES NORTH ALONG T.H. 15 (STATE STREET) FROM
 OP0100'THE JUNCTION OF T.H. 15 AND T.H. 16 (BLUE EARTH AVENUE).  IT IS NEAR
 OP0100'THE NORTH CORPORATE LIMITS OF FAIRMONT AND 0.3 MILES SOUTH OF FAI 90.
 OP0100'IT IS 26.0 FEET EAST OF, AND LEVEL WITH THE NORTH BOUND T.H. 15
 OP0100'CENTERLINE AT MILEPOINT 12.05.  IT IS CEMENTED IN SOUTHEAST CORNER
 OP0100'(ABUTMENT) OF BRIDGE NUMBER 46002.  T.H. 15 OVER CENTER CREEK.  SW 1/4
 OP0100'SECTION 33, T 103N, R 30W.
 OP0100
 OP0100                          STATION RECOVERY (1980)
 OP0100
 OP0100'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0100'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN HGZ LINE
 OP0100'23830 AND IS LOCATED ABOUT 1.5 MILES NORTH ALONG TRUNK HIGHWAY 15
 OP0100'FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 26 IN FAIRMONT
 OP0100'AND ABOUT 0.5 MILE SOUTH OF INTERSTATE HIGHWAY 90 IN THE SW 1/4 OF
 OP0100'SECTION 33, T103N, R30W.  THE MARK IS 26.5 FEET EAST OF THE
 OP0100'CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 15.  THE MARK, A STANDARD MNHD
 OP0100'BENCH MARK DISK STAMPED---4604 AB 1974---, IS SET IN THE SOUTHEAST
 OP0100'CORNER OF BRIDGE NUMBER 46002, TRUNK HIGHWAY 15 OVER CENTER CREEK,
 OP0100'AND IS ABOUT LEVEL WITH THE HIGHWAY.
 OP0100
 OP0100                          STATION RECOVERY (2006)
 OP0100
 OP0100'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DJS)
 OP0100'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0096 ***********************************************************************
 OP0096  DESIGNATION -  4604 B
 OP0096  PID         -  OP0096
 OP0096  STATE/COUNTY-  MN/MARTIN
 OP0096  COUNTRY     -  US
 OP0096  USGS QUAD   -  FAIRMONT (1992)
 OP0096
 OP0096                         *CURRENT SURVEY CONTROL
 OP0096  ______________________________________________________________________
 OP0096* NAD 83(1986) POSITION- 43 42 12.     (N) 094 26 37.     (W)   SCALED    
 OP0096* NAVD 88 ORTHO HEIGHT -   354.591  (meters)    1163.35  (feet) ADJUSTED  
 OP0096  ______________________________________________________________________
 OP0096  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 OP0096  DYNAMIC HEIGHT  -        354.519 (meters)     1163.12  (feet) COMP
 OP0096  MODELED GRAVITY -    980,404.5   (mgal)                       NAVD 88
 OP0096
 OP0096  VERT ORDER      -  SECOND    CLASS 0
 OP0096
 OP0096.The horizontal coordinates were scaled from a topographic map and have
 OP0096.an estimated accuracy of +/- 6 seconds.
 OP0096.
 OP0096.The orthometric height was determined by differential leveling and
 OP0096.adjusted in June 1991.
 OP0096
 OP0096.The dynamic height is computed by dividing the NAVD 88
 OP0096.geopotential number by the normal gravity value computed on the
 OP0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0096.degrees latitude (g = 980.6199 gals.).
 OP0096
 OP0096.The modeled gravity was interpolated from observed gravity values.
 OP0096
 OP0096;                    North         East    Units  Estimated Accuracy
 OP0096;SPC MN S     -   178,250.      764,240.      MT  (+/- 180 meters Scaled)
 OP0096
 OP0096                          SUPERSEDED SURVEY CONTROL
 OP0096
 OP0096  NGVD 29 (??/??/92)  354.532  (m)         1163.16   (f) ADJ UNCH    2 0
 OP0096
 OP0096.Superseded values are not recommended for survey control.
 OP0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0096.See file dsdata.txt to determine how the superseded data were derived.
 OP0096
 OP0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ836399(NAD 83)
 OP0096
 OP0096_MARKER: DD = SURVEY DISK
 OP0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0096_STAMPING: 4604 B 1969
 OP0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0096+STABILITY: SURFACE MOTION
 OP0096
 OP0096  HISTORY     - Date     Condition        Report By
 OP0096  HISTORY     - 1969     MONUMENTED       MNDT
 OP0096  HISTORY     - 1975     GOOD             MNDT
 OP0096
 OP0096                          STATION DESCRIPTION
 OP0096
 OP0096'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0096'3.45 MI N FROM FAIRMONT.
 OP0096'THE MARK IS LOCATED 3.5 MILE NORTH ALONG TH 15 FROM THE JUNCTION OF TH
 OP0096'15 (STATE STREET) AND TH 16 (BLUE EARTH AVENUE) IN FAIRMONT AND 1.6
 OP0096'MILES NORTH OF FAI 90.  IT IS 148.0 FEET WEST OF, AND LEVEL WITH THE
 OP0096'TH 15 CENTERLINE AT MILEPOINT 14.05 (STATION 819+38), 45.0 FEET WEST
 OP0096'OF THE WEST RAIL OF THE CHICAGO-NORTHWESTERN TRACK, 35.0 FEET NORTH OF
 OP0096'THE CENTER OF COUNTY ROAD 59, 27.5 FEET SOUTHWEST OF A POWER POLE ON A
 OP0096'NORTH-SOUTH POWER LINE, AND 8.0 FEET NORTHEAST OF A POWER POLE ON AN
 OP0096'EAST-WEST LINE.  IT IS 0.5 FEET EAST OF A STEEL WITNESS POST, IN A 6
 OP0096'FOOT PRECAST (MAGNETIC) CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 OP0096'GROUND.  SW 1/4 SECTION 21, T 103N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0095 ***********************************************************************
 OP0095  DESIGNATION -  4604 C
 OP0095  PID         -  OP0095
 OP0095  STATE/COUNTY-  MN/MARTIN
 OP0095  COUNTRY     -  US
 OP0095  USGS QUAD   -  FAIRMONT (1992)
 OP0095
 OP0095                         *CURRENT SURVEY CONTROL
 OP0095  ______________________________________________________________________
 OP0095* NAD 83(2007) POSITION- 43 43 01.76864(N) 094 25 55.03492(W)   ADJUSTED  
 OP0095* NAD 83(2007) ELLIP HT-   322.965 (meters)        (02/10/07)   ADJUSTED
 OP0095* NAD 83(2007) EPOCH   -  2002.00
 OP0095* NAVD 88 ORTHO HEIGHT -   350.940  (meters)    1151.38  (feet) ADJUSTED  
 OP0095  ______________________________________________________________________
 OP0095  NAD 83(2007) X  -   -356,816.475 (meters)                     COMP
 OP0095  NAD 83(2007) Y  - -4,603,677.377 (meters)                     COMP
 OP0095  NAD 83(2007) Z  -  4,385,654.738 (meters)                     COMP
 OP0095  LAPLACE CORR    -         -2.70  (seconds)                    DEFLEC09
 OP0095  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 OP0095  DYNAMIC HEIGHT  -        350.869 (meters)     1151.14  (feet) COMP
 OP0095  MODELED GRAVITY -    980,407.0   (mgal)                       NAVD 88
 OP0095
 OP0095  VERT ORDER      -  SECOND    CLASS 0
 OP0095
 OP0095  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0095  Type                                         Horiz  Ellip  Dist(km)
 OP0095  -------------------------------------------------------------------
 OP0095  NETWORK                                       1.21   0.82
 OP0095  -------------------------------------------------------------------
 OP0095  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.22   0.80      9.61
 OP0095  -------------------------------------------------------------------
 OP0095  NOTE: Click here for information on individual local accuracy
 OP0095  values and other accuracy information.
 OP0095
 OP0095
 OP0095.The horizontal coordinates were established by GPS observations
 OP0095.and adjusted by the National Geodetic Survey in February 2007.
 OP0095
 OP0095.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0095.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0095
 OP0095.The horizontal coordinates are valid at the epoch date displayed above
 OP0095.which is a decimal equivalence of Year/Month/Day.
 OP0095
 OP0095.The orthometric height was determined by differential leveling and
 OP0095.adjusted in June 1991.
 OP0095
 OP0095.Photographs are available for this station.
 OP0095
 OP0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0095
 OP0095.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0095
 OP0095.The ellipsoidal height was determined by GPS observations
 OP0095.and is referenced to NAD 83.
 OP0095
 OP0095.The dynamic height is computed by dividing the NAVD 88
 OP0095.geopotential number by the normal gravity value computed on the
 OP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0095.degrees latitude (g = 980.6199 gals.).
 OP0095
 OP0095.The modeled gravity was interpolated from observed gravity values.
 OP0095
 OP0095. The following values were computed from the NAD 83(2007) position.
 OP0095
 OP0095;                    North         East     Units Scale Factor Converg.
 OP0095;SPC MN S     -   179,778.019   765,190.082   MT  1.00001500   -0 18 10.0
 OP0095;SPC MN S     -   589,821.72  2,510,461.13   sFT  1.00001500   -0 18 10.0
 OP0095;UTM  15      - 4,841,455.259   384,649.808   MT  0.99976366   -0 59 23.0
 OP0095
 OP0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0095!SPC MN S     -   0.99994936  x   1.00001500  =   0.99996436
 OP0095!UTM  15      -   0.99994936  x   0.99976366  =   0.99971303
 OP0095
 OP0095|---------------------------------------------------------------------|
 OP0095| PID    Reference Object                     Distance      Geod. Az  |
 OP0095|                                                           dddmmss.s |
 OP0095| DH3952 RUTLAND 21                          112.070 METERS 25828     |
 OP0095|---------------------------------------------------------------------|
 OP0095
 OP0095                          SUPERSEDED SURVEY CONTROL
 OP0095
 OP0095  NAD 83(1996)-  43 43 01.76791(N)    094 25 55.03440(W) AD(       ) 1
 OP0095  ELLIP H (05/31/05)  323.016  (m)                       GP(       ) 4 1
 OP0095  NAVD 88 (05/31/05)  350.94   (m)         1151.4    (f) LEVELING    3  
 OP0095  NGVD 29 (??/??/92)  350.882  (m)         1151.19   (f) ADJ UNCH    2 0
 OP0095
 OP0095.Superseded values are not recommended for survey control.
 OP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0095.See file dsdata.txt to determine how the superseded data were derived.
 OP0095
 OP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8464941455(NAD 83)
 OP0095
 OP0095_MARKER: DB = BENCH MARK DISK
 OP0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0095_STAMPING: 4604 C 1969
 OP0095_MARK LOGO: MNHD  
 OP0095_PROJECTION: PROJECTING 13 CENTIMETERS
 OP0095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0095+STABILITY: SURFACE MOTION
 OP0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0095+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 OP0095
 OP0095  HISTORY     - Date     Condition        Report By
 OP0095  HISTORY     - 1969     MONUMENTED       MNDT
 OP0095  HISTORY     - 1975     GOOD             MNDT
 OP0095  HISTORY     - 20041208 GOOD             MNDT
 OP0095  HISTORY     - 20100602 GOOD             AEROME
 OP0095
 OP0095                          STATION DESCRIPTION
 OP0095
 OP0095'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0095'4.5 MI N FROM FAIRMONT.
 OP0095'THE MARK IS LOCATED 4.6 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0095'TH 15 (STATE STREET) AND TH 16 (BLUE EARTH AVENUE) IN FAIRMONT AND IS
 OP0095'2.9 MILES NORTH OF FAI 90.  IT IS ABOUT 400 FEET EAST OF TH 15 AT
 OP0095'MILEPOINT 15.2, 240.0 FEET EAST OF THE TH 15 RIGHT OF WAY POST STAMPED
 OP0095'880 + 36.8 CL 119.9-SP 15-33 SEC. 3, 232.0 FEET WEST OF THE WEST END
 OP0095'OF A 15 INCH METAL CULVERT UNDER A DRIVE WAY NORTH TO A 2-STORY FRAME
 OP0095'(YELLOW) HOUSE, 35.0 FEET NORTH OF, AND 2 FEET LOWER THAN, THE CENTER
 OP0095'OF A TOWNSHIP ROAD WEST OF A POWER POLE.  IT IS 0.5 FEET WEST OF A
 OP0095'STEEL WITNESS POST, IN A 6 FOOT PRECAST (MAGNETIC) CONCRETE MONUMENT
 OP0095'PROJECTING 9 INCHES ABOVE GROUND.  SE 1/4 SECTION 16, T 103N, R 30W.
 OP0095
 OP0095                          STATION RECOVERY (2004)
 OP0095
 OP0095'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0095'4.6 MILES NORTH ON TRUNK HIGHWAY 15 FROM JUNCTION OF COUNTY ROAD 26
 OP0095'BLUE EARTH AVENUE OLD HIGHWAY 16  AT FAIRMON T, 2.9 MILES NORTH ON
 OP0095'TRUNK HIGHWAY 15 FROM JUNCTION OF INTERSTATE HIGHWAY 90, 400 FEET EAST
 OP0095'OF TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 15 MILEPOINT 15.2, 240 FEET EAST
 OP0095'OF RIGHT OF WAY POST, 232  FEET WEST OF CULVERT UNDER DRIVE NORTH, 35
 OP0095'FEET NORTH OF TOWNSHIP ROAD, 3.6 FEET WEST OF POWER POLE, 0.5 FOOT
 OP0095'WEST OF WITNESS POST .  PROJECTS 5 INCHES.
 OP0095
 OP0095                          STATION RECOVERY (2010)
 OP0095
 OP0095'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 OP0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0090 ***********************************************************************
 OP0090  DESIGNATION -  4604 D
 OP0090  PID         -  OP0090
 OP0090  STATE/COUNTY-  MN/MARTIN
 OP0090  COUNTRY     -  US
 OP0090  USGS QUAD   -  FAIRMONT (1992)
 OP0090
 OP0090                         *CURRENT SURVEY CONTROL
 OP0090  ______________________________________________________________________
 OP0090* NAD 83(1996) POSITION- 43 43 53.78802(N) 094 25 33.86448(W)   NO CHECK  
 OP0090* NAVD 88 ORTHO HEIGHT -   345.518  (meters)    1133.59  (feet) ADJUSTED  
 OP0090  ______________________________________________________________________
 OP0090  LAPLACE CORR    -         -3.02  (seconds)                    DEFLEC09
 OP0090  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 OP0090  DYNAMIC HEIGHT  -        345.449 (meters)     1133.36  (feet) COMP
 OP0090  MODELED GRAVITY -    980,409.5   (mgal)                       NAVD 88
 OP0090
 OP0090  HORZ ORDER      -  THIRD
 OP0090  VERT ORDER      -  SECOND    CLASS 0
 OP0090
 OP0090.The horizontal coordinates were established by classical geodetic methods
 OP0090.and adjusted by the National Geodetic Survey in March 1999.
 OP0090.
 OP0090.No horizontal observational check was made to the station.
 OP0090.
 OP0090.The orthometric height was determined by differential leveling and
 OP0090.adjusted in June 1991.
 OP0090
 OP0090.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0090
 OP0090.The dynamic height is computed by dividing the NAVD 88
 OP0090.geopotential number by the normal gravity value computed on the
 OP0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0090.degrees latitude (g = 980.6199 gals.).
 OP0090
 OP0090.The modeled gravity was interpolated from observed gravity values.
 OP0090
 OP0090. The following values were computed from the NAD 83(1996) position.
 OP0090
 OP0090;                    North         East     Units Scale Factor Converg.
 OP0090;SPC MN S     -   181,381.006   765,672.353   MT  1.00001161   -0 17 55.1
 OP0090;SPC MN S     -   595,080.85  2,512,043.38   sFT  1.00001161   -0 17 55.1
 OP0090;UTM  15      - 4,843,051.947   385,151.142   MT  0.99976224   -0 59 09.3
 OP0090
 OP0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0090!SPC MN S     -   0.99995021  x   1.00001161  =   0.99996182
 OP0090!UTM  15      -   0.99995021  x   0.99976224  =   0.99971246
 OP0090
 OP0090                          SUPERSEDED SURVEY CONTROL
 OP0090
 OP0090  NAD 83(1986)-  43 43 53.77818(N)    094 25 33.86578(W) AD(       ) 3
 OP0090  NAD 27      -  43 43 53.93967(N)    094 25 32.97274(W) AD(       ) 3
 OP0090  NGVD 29 (??/??/92)  345.461  (m)         1133.40   (f) ADJ UNCH    2 0
 OP0090
 OP0090.Superseded values are not recommended for survey control.
 OP0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0090.See file dsdata.txt to determine how the superseded data were derived.
 OP0090
 OP0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8515143051(NAD 83)
 OP0090
 OP0090_MARKER: DD = SURVEY DISK
 OP0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0090_STAMPING: 4604 D 1969
 OP0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0090+STABILITY: SURFACE MOTION
 OP0090
 OP0090  HISTORY     - Date     Condition        Report By
 OP0090  HISTORY     - 1974     MONUMENTED       MNDT
 OP0090  HISTORY     - 1975     GOOD             MNDT
 OP0090
 OP0090                          STATION DESCRIPTION
 OP0090
 OP0090'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0090'TO REACH FROM STATION NORTHRUP MNHD GO EAST
 OP0090'FOR 1.25 MILES ALONG COUNTY ROAD 10, TO TRUNK HIGHWAY 15,
 OP0090'AND THE MARK ON THE RIGHT.
 OP0090'
 OP0090'A STANDARD MNHD BENCH MARK DISK SET IN A 6 FOOT
 OP0090'PRECAST, MAGNETIC, CONCRETE MONUMENT, IS BURIED 2 INCHES BELOW
 OP0090'GROUND LEVEL.  THE MARK IS 442 FEET EAST OF TRUNK HIGHWAY 15, 134
 OP0090'FEET WEST-NORTHWEST OF THE NORTH END OF A 24 INCH METAL CULVERT
 OP0090'UNDER COUNTY ROAD 10, 106.8 FEET NORTH-NORTHEAST OF A POWER POLE,
 OP0090'47.5 FEET NORTH OF COUNTY ROAD 10, ABOUT 4 FEET LOWER THAN THE
 OP0090'LEVEL OF THE ROAD, AND 0.7 FEET WEST OF A STEEL WITNESS POST.
 OP0090
 OP0090                          STATION RECOVERY (1975)
 OP0090
 OP0090'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0090'5.5 MI N FROM FAIRMONT.
 OP0090'THE MARK IS LOCATED 5.7 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0090'TH 15 (STATE STREET) AND TH 16 (BLUE EARTH AVENUE) IN FAIRMONT.  IT IS
 OP0090'ALSO 6.7 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF TH 15 AND CIRO
 OP0090'STREET IN TRUMAN.  IT IS 442.0 FEET EAST OF TH 15 AT MILEPOINT 16.2
 OP0090'(STATION 937+36) 134.0 FEET WEST-NORTHWEST OF THE NORTH END OF A 24
 OP0090'INCH METAL CULVERT UNDER COUNTY ROAD 10, 106.8 FEET NORTH-NORTHEAST OF
 OP0090'A POWER POLE, 47.5 FEET NORTH OF, AND 4 FEET LOWER THAN, THE CENTER OF
 OP0090'COUNTY ROAD 10.  IT IS 0.7 FEET WEST OF A STEEL WITNESS POST, IN A 6
 OP0090'FOOT PRECAST (MAGNETIC) CONCRETE MONUMENT BURIED 2 INCHES BELOW GROUND
 OP0090'LEVEL.  SW 1/4 SECTION 10, T 103N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0091 ***********************************************************************
 OP0091  DESIGNATION -  4604 D 1
 OP0091  PID         -  OP0091
 OP0091  STATE/COUNTY-  MN/MARTIN
 OP0091  COUNTRY     -  US
 OP0091  USGS QUAD   -  FAIRMONT (1992)
 OP0091
 OP0091                         *CURRENT SURVEY CONTROL
 OP0091  ______________________________________________________________________
 OP0091* NAD 83(1996) POSITION- 43 43 52.39520(N) 094 24 18.94583(W)   NO CHECK  
 OP0091* NAVD 88 ORTHO HEIGHT -   349.135  (meters)    1145.45  (feet) ADJUSTED  
 OP0091  ______________________________________________________________________
 OP0091  LAPLACE CORR    -         -3.00  (seconds)                    DEFLEC09
 OP0091  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 OP0091  DYNAMIC HEIGHT  -        349.066 (meters)     1145.23  (feet) COMP
 OP0091  MODELED GRAVITY -    980,410.0   (mgal)                       NAVD 88
 OP0091
 OP0091  HORZ ORDER      -  THIRD
 OP0091  VERT ORDER      -  SECOND    CLASS 0
 OP0091
 OP0091.The horizontal coordinates were established by classical geodetic methods
 OP0091.and adjusted by the National Geodetic Survey in March 1999.
 OP0091.
 OP0091.No horizontal observational check was made to the station.
 OP0091.
 OP0091.The orthometric height was determined by differential leveling and
 OP0091.adjusted in June 1991.
 OP0091
 OP0091.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0091
 OP0091.The dynamic height is computed by dividing the NAVD 88
 OP0091.geopotential number by the normal gravity value computed on the
 OP0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0091.degrees latitude (g = 980.6199 gals.).
 OP0091
 OP0091.The modeled gravity was interpolated from observed gravity values.
 OP0091
 OP0091. The following values were computed from the NAD 83(1996) position.
 OP0091
 OP0091;                    North         East     Units Scale Factor Converg.
 OP0091;SPC MN S     -   181,329.494   767,348.793   MT  1.00001170   -0 17 02.6
 OP0091;SPC MN S     -   594,911.85  2,517,543.50   sFT  1.00001170   -0 17 02.6
 OP0091;UTM  15      - 4,842,980.345   386,826.422   MT  0.99975754   -0 58 17.5
 OP0091
 OP0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0091!SPC MN S     -   0.99994964  x   1.00001170  =   0.99996134
 OP0091!UTM  15      -   0.99994964  x   0.99975754  =   0.99970720
 OP0091
 OP0091                          SUPERSEDED SURVEY CONTROL
 OP0091
 OP0091  NAD 83(1986)-  43 43 52.38492(N)    094 24 18.94724(W) AD(       ) 3
 OP0091  NAD 27      -  43 43 52.54889(N)    094 24 18.05643(W) AD(       ) 3
 OP0091  NGVD 29 (??/??/92)  349.079  (m)         1145.27   (f) ADJ UNCH    2 0
 OP0091
 OP0091.Superseded values are not recommended for survey control.
 OP0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0091.See file dsdata.txt to determine how the superseded data were derived.
 OP0091
 OP0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8682642980(NAD 83)
 OP0091
 OP0091_MARKER: DD = SURVEY DISK
 OP0091_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0091+WITH SETTING: INTO GROUND
 OP0091_STAMPING: 4604 D 1 1974
 OP0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0091+STABILITY: SURFACE MOTION
 OP0091
 OP0091  HISTORY     - Date     Condition        Report By
 OP0091  HISTORY     - 1974     MONUMENTED       MNDT
 OP0091  HISTORY     - 1975     GOOD             MNDT
 OP0091
 OP0091                          STATION DESCRIPTION
 OP0091
 OP0091'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0091'TO REACH FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP0091'COUNTY ROAD 10 (ABOUT 1/2 MILE SOUTHEAST OF NORTHRUP) GO EAST ON
 OP0091'COUNTY ROAD 10 FOR 1.25 MILES TO A HIGH HILL AND STATION
 OP0091'NORTHRUP MNHD.
 OP0091'
 OP0091'A STANDARD MNHD VERTICAL CONTROL
 OP0091'MONUMENT DISK STAMPED 4604 D1 1974, IS CRIMPED ON A 5/8 INCH
 OP0091'DIAMETER BY 15 FOOT LONG COPPER COATED STEEL ROD THAT IS SET FLUSH
 OP0091'WITH THE SURFACE OF THE GROUND, AND IS ABOUT 3 FEET LOWER THAN THE
 OP0091'LEVEL OF THE ROAD.  THE MARK IS 32.0 FEET SOUTH OF THE CENTERLINE
 OP0091'OF COUNTY ROAD 10, 3.0 FEET EAST OF A POWER POLE, AND 1.8 FEET
 OP0091'SOUTHEAST OF A STEEL WITNESS POST.
 OP0091
 OP0091                          STATION RECOVERY (1975)
 OP0091
 OP0091'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0091'6.0 MI SSE FROM TRUMAN.
 OP0091'THE MARK IS LOCATED 6.7 MILES SOUTH ALONG THE T.H. 15 FROM THE
 OP0091'JUNCTION OF T.H. 15 AND CIRO STREET AT TRUMAN, THENCE, 1.15 MILES EAST
 OP0091'ALONG COUNTY ROAD 10.  IT IS 32.5 FEET SOUTH OF AND 4 FEET LOWER THAN
 OP0091'THE COUNTY ROAD 10 CENTERLINE AND 3 FEET EAST OF A POWER POLE, AND IS
 OP0091'132.0 FEET WEST OF TRAVERSE STATION NORTHRUP.  THE MARK, A STANDARD
 OP0091'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 OP0091'CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-CLAD
 OP0091'STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1.8 FEET SOUTHEAST OF A
 OP0091'STEEL WITNESS POST.  NW 1/4 SECTION 14, T 103N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0094 ***********************************************************************
 OP0094  DESIGNATION -  4604 D 2
 OP0094  PID         -  OP0094
 OP0094  STATE/COUNTY-  MN/MARTIN
 OP0094  COUNTRY     -  US
 OP0094  USGS QUAD   -  FAIRMONT (1992)
 OP0094
 OP0094                         *CURRENT SURVEY CONTROL
 OP0094  ______________________________________________________________________
 OP0094* NAD 83(1986) POSITION- 43 43 54.     (N) 094 23 31.     (W)   SCALED    
 OP0094* NAVD 88 ORTHO HEIGHT -   342.838  (meters)    1124.79  (feet) ADJUSTED  
 OP0094  ______________________________________________________________________
 OP0094  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 OP0094  DYNAMIC HEIGHT  -        342.770 (meters)     1124.57  (feet) COMP
 OP0094  MODELED GRAVITY -    980,410.4   (mgal)                       NAVD 88
 OP0094
 OP0094  VERT ORDER      -  SECOND    CLASS 0
 OP0094
 OP0094.The horizontal coordinates were scaled from a topographic map and have
 OP0094.an estimated accuracy of +/- 6 seconds.
 OP0094.
 OP0094.The orthometric height was determined by differential leveling and
 OP0094.adjusted in June 1991.
 OP0094
 OP0094.The dynamic height is computed by dividing the NAVD 88
 OP0094.geopotential number by the normal gravity value computed on the
 OP0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0094.degrees latitude (g = 980.6199 gals.).
 OP0094
 OP0094.The modeled gravity was interpolated from observed gravity values.
 OP0094
 OP0094;                    North         East    Units  Estimated Accuracy
 OP0094;SPC MN S     -   181,370.      768,420.      MT  (+/- 180 meters Scaled)
 OP0094
 OP0094                          SUPERSEDED SURVEY CONTROL
 OP0094
 OP0094  NGVD 29 (??/??/92)  342.782  (m)         1124.61   (f) ADJ UNCH    2 0
 OP0094
 OP0094.Superseded values are not recommended for survey control.
 OP0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0094.See file dsdata.txt to determine how the superseded data were derived.
 OP0094
 OP0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ878430(NAD 83)
 OP0094
 OP0094_MARKER: DD = SURVEY DISK
 OP0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0094_SP_SET: CULVERT
 OP0094_STAMPING: 4604 D 2 1974
 OP0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0094
 OP0094  HISTORY     - Date     Condition        Report By
 OP0094  HISTORY     - 1974     MONUMENTED       MNDT
 OP0094  HISTORY     - 1975     GOOD             MNDT
 OP0094
 OP0094                          STATION DESCRIPTION
 OP0094
 OP0094'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0094'7 MI SSE FROM FAIRMONT.
 OP0094'THE MARK IS LOCATED 6.7 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0094'TH 15 AND CIRO STREET IN TRUMAN, THENCE, 1.75 MILES EAST ALONG COUNTY
 OP0094'ROAD 10.  IT IS 13.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 OP0094'OF COUNTY ROAD 10.  IT IS SET IN THE EAST END OF THE SOUTH HEAD-WALL
 OP0094'OF A 40 FOOT WIDE BY 12 FOOT DEEP CONCRETE BOX CULVERT (COUNTY ROAD 10
 OP0094'OVER JUDICAL DITCH NUMBER 3).  NE 1/4 SECTION 14, T 103N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0088 ***********************************************************************
 OP0088  DESIGNATION -  4604 F
 OP0088  PID         -  OP0088
 OP0088  STATE/COUNTY-  MN/MARTIN
 OP0088  COUNTRY     -  US
 OP0088  USGS QUAD   -  FAIRMONT (1992)
 OP0088
 OP0088                         *CURRENT SURVEY CONTROL
 OP0088  ______________________________________________________________________
 OP0088* NAD 83(1986) POSITION- 43 44 42.     (N) 094 25 31.     (W)   SCALED    
 OP0088* NAVD 88 ORTHO HEIGHT -   346.122  (meters)    1135.57  (feet) ADJUSTED  
 OP0088  ______________________________________________________________________
 OP0088  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 OP0088  DYNAMIC HEIGHT  -        346.054 (meters)     1135.35  (feet) COMP
 OP0088  MODELED GRAVITY -    980,411.7   (mgal)                       NAVD 88
 OP0088
 OP0088  VERT ORDER      -  SECOND    CLASS 0
 OP0088
 OP0088.The horizontal coordinates were scaled from a topographic map and have
 OP0088.an estimated accuracy of +/- 6 seconds.
 OP0088.
 OP0088.The orthometric height was determined by differential leveling and
 OP0088.adjusted in June 1991.
 OP0088
 OP0088.The dynamic height is computed by dividing the NAVD 88
 OP0088.geopotential number by the normal gravity value computed on the
 OP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0088.degrees latitude (g = 980.6199 gals.).
 OP0088
 OP0088.The modeled gravity was interpolated from observed gravity values.
 OP0088
 OP0088;                    North         East    Units  Estimated Accuracy
 OP0088;SPC MN S     -   182,870.      765,740.      MT  (+/- 180 meters Scaled)
 OP0088
 OP0088                          SUPERSEDED SURVEY CONTROL
 OP0088
 OP0088  NGVD 29 (??/??/92)  346.066  (m)         1135.38   (f) ADJ UNCH    2 0
 OP0088
 OP0088.Superseded values are not recommended for survey control.
 OP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0088.See file dsdata.txt to determine how the superseded data were derived.
 OP0088
 OP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852445(NAD 83)
 OP0088
 OP0088_MARKER: DD = SURVEY DISK
 OP0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0088_STAMPING: 4604 F 1959
 OP0088_MARK LOGO: MNHD  
 OP0088_PROJECTION: RECESSED 3 CENTIMETERS
 OP0088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0088+STABILITY: SURFACE MOTION
 OP0088
 OP0088  HISTORY     - Date     Condition        Report By
 OP0088  HISTORY     - 1959     MONUMENTED       MNHD
 OP0088  HISTORY     - 1975     GOOD             MNDT
 OP0088  HISTORY     - 20050815 GOOD             MNDT
 OP0088
 OP0088                          STATION DESCRIPTION
 OP0088
 OP0088'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0088'5.7 MI S FROM TRUMAN.
 OP0088'THE MARK IS LOCATED 5.7 MILES SOUTH ALONG T.H. 15 FROM THE JUNCTION OF
 OP0088'T.H. 15 AND CIRO STREET IN TRUMAN AND 0.5 MILE NORTH OF COUNTY ROAD 10
 OP0088'WEST (TO NORTHRUP).  IT IS 245.0 FEET EAST OF T.H. 15 AT MILEPOINT
 OP0088'17.2 (STATION 989+58), 32.5 FEET NORTH OF, AND 5 FEET LOWER THAN THE
 OP0088'CENTER OF A TOWNSHIP ROAD.  IT IS 0.5 FEET WEST OF A STEEL WITNESS
 OP0088'POST, IN A 6 FOOT PRECAST (MAGNETIC) CONCRETE MONUMENT BURIED 1 INCH
 OP0088'BELOW GROUND.  SW 1/4 SECTION 3, T 103N, R 30W.
 OP0088
 OP0088                          STATION RECOVERY (2005)
 OP0088
 OP0088'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BW)
 OP0088'5.7 MILES SOUTH ON TRUNK HIGHWAY 15 FROM CIRO STREET IN TRUMAN, 0.5
 OP0088'MILES NORTH ON TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND
 OP0088'COUNTY ROAD 10 WEST, 245 FEET EAST OF TRUNK HIGHWAY 15, AT TRUNK
 OP0088'HIGHWAY 15 MILEPOINT 17.2, 32.5 FEET NORTH OF TOWNSHIP ROAD, 0.5 FEET
 OP0088'WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0087 ***********************************************************************
 OP0087  DESIGNATION -  4604 G 1
 OP0087  PID         -  OP0087
 OP0087  STATE/COUNTY-  MN/MARTIN
 OP0087  COUNTRY     -  US
 OP0087  USGS QUAD   -  TRUMAN (1967)
 OP0087
 OP0087                         *CURRENT SURVEY CONTROL
 OP0087  ______________________________________________________________________
 OP0087* NAD 83(1986) POSITION- 43 45 36.     (N) 094 25 49.     (W)   SCALED    
 OP0087* NAVD 88 ORTHO HEIGHT -   343.586  (meters)    1127.25  (feet) ADJUSTED  
 OP0087  ______________________________________________________________________
 OP0087  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP0087  DYNAMIC HEIGHT  -        343.519 (meters)     1127.03  (feet) COMP
 OP0087  MODELED GRAVITY -    980,413.9   (mgal)                       NAVD 88
 OP0087
 OP0087  VERT ORDER      -  SECOND    CLASS 0
 OP0087
 OP0087.The horizontal coordinates were scaled from a topographic map and have
 OP0087.an estimated accuracy of +/- 6 seconds.
 OP0087.
 OP0087.The orthometric height was determined by differential leveling and
 OP0087.adjusted in June 1991.
 OP0087
 OP0087.The dynamic height is computed by dividing the NAVD 88
 OP0087.geopotential number by the normal gravity value computed on the
 OP0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0087.degrees latitude (g = 980.6199 gals.).
 OP0087
 OP0087.The modeled gravity was interpolated from observed gravity values.
 OP0087
 OP0087;                    North         East    Units  Estimated Accuracy
 OP0087;SPC MN S     -   184,540.      765,350.      MT  (+/- 180 meters Scaled)
 OP0087
 OP0087                          SUPERSEDED SURVEY CONTROL
 OP0087
 OP0087  NGVD 29 (??/??/92)  343.530  (m)         1127.06   (f) ADJ UNCH    2 0
 OP0087
 OP0087.Superseded values are not recommended for survey control.
 OP0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0087.See file dsdata.txt to determine how the superseded data were derived.
 OP0087
 OP0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ848462(NAD 83)
 OP0087
 OP0087_MARKER: DD = SURVEY DISK
 OP0087_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0087+WITH SETTING: INTO GROUND
 OP0087_STAMPING: 4604 G 1 1974
 OP0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0087+STABILITY: SURFACE MOTION
 OP0087
 OP0087  HISTORY     - Date     Condition        Report By
 OP0087  HISTORY     - 1974     MONUMENTED       MNDT
 OP0087  HISTORY     - 1975     GOOD             MNDT
 OP0087
 OP0087                          STATION DESCRIPTION
 OP0087
 OP0087'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0087'4.7 MI S FROM TRUMAN.
 OP0087'THE MARK IS LOCATED 4.7 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0087'TH 15 AND CIRO STREET IN TRUMAN AND IT IS 1.5 MILES NORTH OF THE
 OP0087'JUNCTION OF TH 15 AND COUNTY ROAD 10 WEST (TO NORTHROP).  IT IS 354
 OP0087'FEET WEST OF TH 15 AT MILEPOINT 18.2, 50 FEET SOUTH OF, AND 3 FEET
 OP0087'LOWER THAN THE CENTERLINE OF COUNTY ROAD 59 (WEST), 1.8 FEET EAST OF A
 OP0087'POWER POLE AND 1.5 FEET SOUTH OF A FENCE LINE.  THE MARK, A STANDARD
 OP0087'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK, IS
 OP0087'CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OP0087'STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 1 INCH ABOVE THE GROUND
 OP0087'AND IS 0.8 FOOT EAST OF A STEEL WITNESS POST.  NE 1/4 SECTION 4, T
 OP0087'103N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0086 ***********************************************************************
 OP0086  DESIGNATION -  4604 H 2
 OP0086  PID         -  OP0086
 OP0086  STATE/COUNTY-  MN/MARTIN
 OP0086  COUNTRY     -  US
 OP0086  USGS QUAD   -  TRUMAN (1967)
 OP0086
 OP0086                         *CURRENT SURVEY CONTROL
 OP0086  ______________________________________________________________________
 OP0086* NAD 83(1986) POSITION- 43 46 12.     (N) 094 25 37.     (W)   SCALED    
 OP0086* NAVD 88 ORTHO HEIGHT -   340.931  (meters)    1118.54  (feet) ADJUSTED  
 OP0086  ______________________________________________________________________
 OP0086  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP0086  DYNAMIC HEIGHT  -        340.865 (meters)     1118.32  (feet) COMP
 OP0086  MODELED GRAVITY -    980,415.6   (mgal)                       NAVD 88
 OP0086
 OP0086  VERT ORDER      -  SECOND    CLASS 0
 OP0086
 OP0086.The horizontal coordinates were scaled from a topographic map and have
 OP0086.an estimated accuracy of +/- 6 seconds.
 OP0086.
 OP0086.The orthometric height was determined by differential leveling and
 OP0086.adjusted in June 1991.
 OP0086
 OP0086.The dynamic height is computed by dividing the NAVD 88
 OP0086.geopotential number by the normal gravity value computed on the
 OP0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0086.degrees latitude (g = 980.6199 gals.).
 OP0086
 OP0086.The modeled gravity was interpolated from observed gravity values.
 OP0086
 OP0086;                    North         East    Units  Estimated Accuracy
 OP0086;SPC MN S     -   185,650.      765,620.      MT  (+/- 180 meters Scaled)
 OP0086
 OP0086                          SUPERSEDED SURVEY CONTROL
 OP0086
 OP0086  NGVD 29 (??/??/92)  340.876  (m)         1118.36   (f) ADJ UNCH    2 0
 OP0086
 OP0086.Superseded values are not recommended for survey control.
 OP0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0086.See file dsdata.txt to determine how the superseded data were derived.
 OP0086
 OP0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ851473(NAD 83)
 OP0086
 OP0086_MARKER: DD = SURVEY DISK
 OP0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0086_SP_SET: ABUTMENT
 OP0086_STAMPING: 4604 H 2 1974
 OP0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0086
 OP0086  HISTORY     - Date     Condition        Report By
 OP0086  HISTORY     - 1974     MONUMENTED       MNDT
 OP0086  HISTORY     - 1975     GOOD             MNDT
 OP0086
 OP0086                          STATION DESCRIPTION
 OP0086
 OP0086'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0086'4.0 MI S FROM TRUMAN.
 OP0086'THE MARK IS LOCATED 4.0 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0086'TH 15 AND CIRO STREET IN TRUMAN, AND 0.3 MILES SOUTH OF COUNTY ROAD 20
 OP0086'(WEST).  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 OP0086'CONTROL MONUMENT (VCM) DISK CEMENTED INTO THE SOUTHEAST CORNER
 OP0086'(ABUTMENT) OF BRIDGE NUMBER 4960 (TH 15 OVER ELM CREEK).  NW 1/4
 OP0086'SECTION 34, T 104N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0082 ***********************************************************************
 OP0082  DESIGNATION -  4604 H RESET
 OP0082  PID         -  OP0082
 OP0082  STATE/COUNTY-  MN/MARTIN
 OP0082  COUNTRY     -  US
 OP0082  USGS QUAD   -  TRUMAN (1967)
 OP0082
 OP0082                         *CURRENT SURVEY CONTROL
 OP0082  ______________________________________________________________________
 OP0082* NAD 83(1996) POSITION- 43 46 28.50551(N) 094 25 35.90245(W)   ADJUSTED  
 OP0082* NAVD 88 ORTHO HEIGHT -   341.286  (meters)    1119.70  (feet) ADJUSTED  
 OP0082  ______________________________________________________________________
 OP0082  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC09
 OP0082  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0082  DYNAMIC HEIGHT  -        341.220 (meters)     1119.49  (feet) COMP
 OP0082  MODELED GRAVITY -    980,416.4   (mgal)                       NAVD 88
 OP0082
 OP0082  HORZ ORDER      -  SECOND
 OP0082  VERT ORDER      -  SECOND    CLASS 0
 OP0082
 OP0082.The horizontal coordinates were established by classical geodetic methods
 OP0082.and adjusted by the National Geodetic Survey in March 1999.
 OP0082.
 OP0082.The orthometric height was determined by differential leveling and
 OP0082.adjusted in June 1991.
 OP0082
 OP0082.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0082
 OP0082.The dynamic height is computed by dividing the NAVD 88
 OP0082.geopotential number by the normal gravity value computed on the
 OP0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0082.degrees latitude (g = 980.6199 gals.).
 OP0082
 OP0082.The modeled gravity was interpolated from observed gravity values.
 OP0082
 OP0082. The following values were computed from the NAD 83(1996) position.
 OP0082
 OP0082;                    North         East     Units Scale Factor Converg.
 OP0082;SPC MN S     -   186,156.284   765,651.666   MT  1.00000191   -0 17 56.6
 OP0082;SPC MN S     -   610,747.74  2,511,975.51   sFT  1.00000191   -0 17 56.6
 OP0082;UTM  15      - 4,847,825.962   385,187.759   MT  0.99976213   -0 59 13.5
 OP0082
 OP0082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0082!SPC MN S     -   0.99995087  x   1.00000191  =   0.99995278
 OP0082!UTM  15      -   0.99995087  x   0.99976213  =   0.99971301
 OP0082
 OP0082:                Primary Azimuth Mark                     Grid Az
 OP0082:SPC MN S     -  HORICON                                  089 41 11.5
 OP0082:UTM  15      -  HORICON                                  090 22 28.4
 OP0082
 OP0082|---------------------------------------------------------------------|
 OP0082| PID    Reference Object                     Distance      Geod. Az  |
 OP0082|                                                           dddmmss.s |
 OP0082| OP0084 HORICON                             APPROX. 1.9 KM 0892314.9 |
 OP0082|---------------------------------------------------------------------|
 OP0082
 OP0082                          SUPERSEDED SURVEY CONTROL
 OP0082
 OP0082  NAD 83(1986)-  43 46 28.49788(N)    094 25 35.90259(W) AD(       ) 2
 OP0082  NAD 27      -  43 46 28.65322(N)    094 25 35.02387(W) AD(       ) 2
 OP0082  NGVD 29 (07/19/86)  341.23   (m)         1119.5    (f) LEVELING    3  
 OP0082
 OP0082.Superseded values are not recommended for survey control.
 OP0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0082.See file dsdata.txt to determine how the superseded data were derived.
 OP0082
 OP0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8518747825(NAD 83)
 OP0082
 OP0082_MARKER: DD = SURVEY DISK
 OP0082_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0082_SP_SET: CRIMPED TO TOP COATED STEEL ROD
 OP0082_STAMPING: 4604 H RESET 1974
 OP0082_MARK LOGO: MNHD  
 OP0082_PROJECTION: FLUSH
 OP0082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0082_ROD/PIPE-DEPTH: 12.2 meters
 OP0082
 OP0082  HISTORY     - Date     Condition        Report By
 OP0082  HISTORY     - 1974     MONUMENTED       MNHD
 OP0082  HISTORY     - 1975     GOOD             MNDT
 OP0082  HISTORY     - 20050815 GOOD             MNDT
 OP0082
 OP0082                          STATION DESCRIPTION
 OP0082
 OP0082'DESCRIBED BY MN HIGHWAY DEPT 1974 (DKH)
 OP0082'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF THE TOWN OF
 OP0082'TRUMAN.  IN THE NW 1/4 OF SECTION 34, T104N, R30W, ON THE SOUTH
 OP0082'SIDE OF COUNTY ROAD 20.
 OP0082'
 OP0082'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND CIRO
 OP0082'STREET IN TRUMAN, GO SOUTH ON TRUNK HIGHWAY 15 FOR 3.7 MILES TO
 OP0082'COUNTY ROAD 20 AND THE STATION ON THE LEFT.
 OP0082'
 OP0082'THE STATION MARK, A STANDARD MNHD VERTICAL CONTROL MONUMENT (VCM)
 OP0082'DISK STAMPED 4604 H RESET 1974, IS CRIMPED ON THE TOP OF A 5/8
 OP0082'INCH DIAMETER BY 40 FOOT LONG DRIVEN COPPER COATED STEEL ROD
 OP0082'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  THE MARK IS 200
 OP0082'FEET EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15, 51.5 FEET SOUTH
 OP0082'OF THE CENTER LINE OF COUNTY ROAD 20, 3.6 FEET EAST-NORTHEAST OF
 OP0082'A POWER POLE, 77.5 FEET EAST OF A TRUNK HIGHWAY 15 RIGHT-OF-WAY
 OP0082'SIGN AND 2.0 FEET NORTH OF A STEEL WITNESS POST.
 OP0082'
 OP0082'NO UNDERGROUND DISK OR REFERENCE MARKS WERE SET FOR THIS STATION.
 OP0082'
 OP0082'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OP0082
 OP0082                          STATION RECOVERY (1975)
 OP0082
 OP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0082'3.7 MI S FROM TRUMAN.
 OP0082'THE MARK IS LOCATED 3.7 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0082'TH 15 AND CIRO STREET IN TRUMAN.  IT IS 200.0 FEET EAST OF THE TH 15
 OP0082'CENTER LINE AT MILE POINT 19.2, 77.5 FEET EAST OF A TH 15 RIGHT OF WAY
 OP0082'SIGN, 51.5 FEET SOUTH OF, AND 3 FEET LOWER THAN THE CENTERLINE OF
 OP0082'COUNTY ROAD 20, AND 3.6 FEET EAST-NORTHEAST OF A POWER POLE (WITH GUY
 OP0082'WIRE).  THE MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 OP0082'CONTROL MONUMENT (VCM) DISK, CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER
 OP0082'BY 40 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE GROUND. NW
 OP0082'1/4 SECTION 34, T 104N, R 30W.
 OP0082
 OP0082                          STATION RECOVERY (2005)
 OP0082
 OP0082'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BW)
 OP0082'3.7 MILES SOUTH ON TRUNK HIGHWAY 15 FROM CIRO STREET AT TRUMAN, 200
 OP0082'FEET EAST OF TRUNK HIGHWAY 15, 51.5 FEET SOUTH OF COUNTY ROAD 44, 3.6
 OP0082'FEET EAST-NORTHEAST OF POWER POLE, 77.5 FEET EAST OF TRUNK HIGHWAY 15
 OP0082'RIGHT OF WAY SIGN, 2.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0081 ***********************************************************************
 OP0081  DESIGNATION -  4604 J
 OP0081  PID         -  OP0081
 OP0081  STATE/COUNTY-  MN/MARTIN
 OP0081  COUNTRY     -  US
 OP0081  USGS QUAD   -  TRUMAN (1967)
 OP0081
 OP0081                         *CURRENT SURVEY CONTROL
 OP0081  ______________________________________________________________________
 OP0081* NAD 83(1986) POSITION- 43 47 24.     (N) 094 25 43.     (W)   SCALED    
 OP0081* NAVD 88 ORTHO HEIGHT -   347.597  (meters)    1140.41  (feet) ADJUSTED  
 OP0081  ______________________________________________________________________
 OP0081  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0081  DYNAMIC HEIGHT  -        347.531 (meters)     1140.19  (feet) COMP
 OP0081  MODELED GRAVITY -    980,418.6   (mgal)                       NAVD 88
 OP0081
 OP0081  VERT ORDER      -  SECOND    CLASS 0
 OP0081
 OP0081.The horizontal coordinates were scaled from a topographic map and have
 OP0081.an estimated accuracy of +/- 6 seconds.
 OP0081.
 OP0081.The orthometric height was determined by differential leveling and
 OP0081.adjusted in June 1991.
 OP0081
 OP0081.The dynamic height is computed by dividing the NAVD 88
 OP0081.geopotential number by the normal gravity value computed on the
 OP0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0081.degrees latitude (g = 980.6199 gals.).
 OP0081
 OP0081.The modeled gravity was interpolated from observed gravity values.
 OP0081
 OP0081;                    North         East    Units  Estimated Accuracy
 OP0081;SPC MN S     -   187,870.      765,500.      MT  (+/- 180 meters Scaled)
 OP0081
 OP0081                          SUPERSEDED SURVEY CONTROL
 OP0081
 OP0081  NGVD 29 (??/??/92)  347.542  (m)         1140.23   (f) ADJ UNCH    2 0
 OP0081
 OP0081.Superseded values are not recommended for survey control.
 OP0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0081.See file dsdata.txt to determine how the superseded data were derived.
 OP0081
 OP0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ850495(NAD 83)
 OP0081
 OP0081_MARKER: DD = SURVEY DISK
 OP0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0081_STAMPING: 4604 J 1969
 OP0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0081+STABILITY: SURFACE MOTION
 OP0081
 OP0081  HISTORY     - Date     Condition        Report By
 OP0081  HISTORY     - 1969     MONUMENTED       MNDT
 OP0081  HISTORY     - 1975     GOOD             MNDT
 OP0081  HISTORY     - 1980     GOOD             MNDT
 OP0081
 OP0081                          STATION DESCRIPTION
 OP0081
 OP0081'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0081'2.7 MI S FROM TRUMAN.
 OP0081'THE MARK IS LOCATED 2.7 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0081'TH 15 AND CIRO STREET IN TRUMAN AND IS 1 MILE NORTH OF COUNTY ROAD 20
 OP0081'(EAST).  IT IS 205.0 FEET WEST OF THE TH 15 CENTERLINE AT MILEPOINT
 OP0081'20.25 (STATION 1147+34), 168.5 FEET WEST-SOUTHWEST OF A POWER POLE,
 OP0081'29.0 FEET SOUTH OF, AND 2 FEET LOWER THAN THE CENTER OF THE TOWNSHIP
 OP0081'ROAD (WEST).  IT IS 0.6 FEET EAST OF A STEEL WITNESS POST, IN A 6 FOOT
 OP0081'PRECAST (MAGNETIC) CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.
 OP0081'NE 1/4 SECTION 28, T 104N, R 30W.
 OP0081
 OP0081                          STATION RECOVERY (1980)
 OP0081
 OP0081'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0081'THE MARK IS LOCATED 2 MILES SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS
 OP0081'JUNCTION WITH COUNTY ROAD 50 AT TRUMAN AND IS NEAR HIGHWAY 15 MILE
 OP0081'POINT 20.2 IN THE NE 1/4 OF SECTION 28, T 104 N, R 30 W. THE MARK IS
 OP0081'202 FEET WEST OF THE CENTERLINE OF HIGHWAY 15, 29 FEET SOUTH OF AND 2
 OP0081'FEET LOWER THAN THE CENTER OF A TOWNSHIP ROAD, 24 FEET WEST OF A R/W
 OP0081'MONUMENT PIPE WITH AN ALUMINUM CAP STAMPED---B 31 46-5---AND 0.5 FOOT
 OP0081'EAST OF A STEEL WITNESS POST. THE MARK, A STANDARD MNHD BENCH MARK
 OP0081'DISK STAMPED---4604 J 1969---, IS SET IN THE TOP OF A MAGNETIC
 OP0081'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0078 ***********************************************************************
 OP0078  DESIGNATION -  4604 K 1
 OP0078  PID         -  OP0078
 OP0078  STATE/COUNTY-  MN/MARTIN
 OP0078  COUNTRY     -  US
 OP0078  USGS QUAD   -  TRUMAN (1967)
 OP0078
 OP0078                         *CURRENT SURVEY CONTROL
 OP0078  ______________________________________________________________________
 OP0078* NAD 83(1996) POSITION- 43 48 13.60087(N) 094 24 47.65476(W)   NO CHECK  
 OP0078* NAVD 88 ORTHO HEIGHT -   352.416  (meters)    1156.22  (feet) ADJUSTED  
 OP0078  ______________________________________________________________________
 OP0078  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 OP0078  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 OP0078  DYNAMIC HEIGHT  -        352.350 (meters)     1156.00  (feet) COMP
 OP0078  MODELED GRAVITY -    980,420.5   (mgal)                       NAVD 88
 OP0078
 OP0078  HORZ ORDER      -  THIRD
 OP0078  VERT ORDER      -  SECOND    CLASS 0
 OP0078
 OP0078.The horizontal coordinates were established by classical geodetic methods
 OP0078.and adjusted by the National Geodetic Survey in March 1999.
 OP0078.
 OP0078.No horizontal observational check was made to the station.
 OP0078.
 OP0078.The orthometric height was determined by differential leveling and
 OP0078.adjusted in June 1991.
 OP0078
 OP0078.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0078
 OP0078.The dynamic height is computed by dividing the NAVD 88
 OP0078.geopotential number by the normal gravity value computed on the
 OP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0078.degrees latitude (g = 980.6199 gals.).
 OP0078
 OP0078.The modeled gravity was interpolated from observed gravity values.
 OP0078
 OP0078. The following values were computed from the NAD 83(1996) position.
 OP0078
 OP0078;                    North         East     Units Scale Factor Converg.
 OP0078;SPC MN S     -   189,394.292   766,747.047   MT  0.99999563   -0 17 22.7
 OP0078;SPC MN S     -   621,371.11  2,515,569.27   sFT  0.99999563   -0 17 22.7
 OP0078;UTM  15      - 4,851,049.808   386,321.692   MT  0.99975895   -0 58 42.0
 OP0078
 OP0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0078!SPC MN S     -   0.99994912  x   0.99999563  =   0.99994475
 OP0078!UTM  15      -   0.99994912  x   0.99975895  =   0.99970808
 OP0078
 OP0078                          SUPERSEDED SURVEY CONTROL
 OP0078
 OP0078  NAD 83(1986)-  43 48 13.59530(N)    094 24 47.65363(W) AD(       ) 3
 OP0078  NAD 27      -  43 48 13.75001(N)    094 24 46.78690(W) AD(       ) 3
 OP0078  NGVD 29 (??/??/92)  352.361  (m)         1156.04   (f) ADJ UNCH    2 0
 OP0078
 OP0078.Superseded values are not recommended for survey control.
 OP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0078.See file dsdata.txt to determine how the superseded data were derived.
 OP0078
 OP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8632151049(NAD 83)
 OP0078
 OP0078_MARKER: DD = SURVEY DISK
 OP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0078_STAMPING: 4604 K 1 1974
 OP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0078+STABILITY: SURFACE MOTION
 OP0078
 OP0078  HISTORY     - Date     Condition        Report By
 OP0078  HISTORY     - 1974     MONUMENTED       MNDT
 OP0078  HISTORY     - 1975     GOOD             MNDT
 OP0078
 OP0078                          STATION DESCRIPTION
 OP0078
 OP0078'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0078'TO REACH THE STATION FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP0078'CIRO STREET IN THE CITY OF TRUMAN, GO SOUTH ON TRUNK HIGHWAY 15 FOR
 OP0078'1.7 MILES TO A ROAD LEFT, TURN LEFT AND GO EAST FOR 0.75 MILE TO
 OP0078'STATION TRUMAN MNHD.
 OP0078'
 OP0078'A STANDARD MNHD VERTICAL CONTROL
 OP0078'MONUMENT DISK STAMPED 4604 K1 1974, IS CRIMPED ON A 5/8 INCH
 OP0078'DIAMETER BY 48 FOOT LONG COPPER COATED STEEL ROD THAT IS SET FLUSH
 OP0078'WITH THE SURFACE OF THE GROUND, AND IS ABOUT 4 FEET LOWER THAN THE
 OP0078'TOWNSHIP ROAD.  THE MARK IS 31 FEET NORTH OF THE CENTERLINE OF
 OP0078'THE TOWNSHIP ROAD, 2.7 FEET WEST OF A POWER POLE, AND 3.0 FEET
 OP0078'WEST-NORTHWEST OF A STEEL WITNESS POST.
 OP0078
 OP0078                          STATION RECOVERY (1975)
 OP0078
 OP0078'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OP0078'2.0 MI SE FROM TRUMAN.
 OP0078'THE MARK IS LOCATED 1.7 MILES SOUTH ALONG TH 15 FROM THE JUNCTION OF
 OP0078'TH 15 AND CIRO STREET IN TRUMAN, THENCE, 1.75 MILES EAST ALONG A
 OP0078'TOWNSHIP ROAD.  IT IS 0.25 MILES WEST OF TOWNSHIP T WEST ROAD
 OP0078'CROSSING.  IT IS 30 FEET NORTH OF, AND 3 FEET LOWER THAN THE CENTER OF
 OP0078'THE TOWNSHIP ROAD, 2.8 FEET WEST OF A POWER POLE, 72.5 FEET NORTHEAST
 OP0078'OF TRAVERSE STATION TRUMAN AND 60.5 FEET NORTH OF TRUMAN RM 2. THE
 OP0078'MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 OP0078'MONUMENT (VCM) THAT IS CRIMPED TO THE TOP OF 5/8 INCH DIAMETER BY 48
 OP0078'FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE GROUND. IT IS
 OP0078'3.0 FEET WEST-NORTHWEST OF A STEEL WITNESS POST AND ABOUT 3 FEET BELOW
 OP0078'THE LEVEL OF THE ROAD.  SE 1/4 SECTION 15, T 104N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1444 ***********************************************************************
 OP1444  DESIGNATION -  4604 L RESET
 OP1444  PID         -  OP1444
 OP1444  STATE/COUNTY-  MN/MARTIN
 OP1444  COUNTRY     -  US
 OP1444  USGS QUAD   -  TRUMAN (1967)
 OP1444
 OP1444                         *CURRENT SURVEY CONTROL
 OP1444  ______________________________________________________________________
 OP1444* NAD 83(1986) POSITION- 43 49 05.     (N) 094 25 34.     (W)   SCALED    
 OP1444* NAVD 88 ORTHO HEIGHT -   339.74   (meters)    1114.6   (feet) RESET     
 OP1444  ______________________________________________________________________
 OP1444  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP1444  VERT ORDER      -  THIRD
 OP1444
 OP1444.The horizontal coordinates were scaled from a topographic map and have
 OP1444.an estimated accuracy of +/- 6 seconds.
 OP1444.
 OP1444.The orthometric height was computed from unverified reset data.
 OP1444
 OP1444.No vertical observational check was made to the station.
 OP1444
 OP1444;                    North         East    Units  Estimated Accuracy
 OP1444;SPC MN S     -   190,990.      765,720.      MT  (+/- 180 meters Scaled)
 OP1444
 OP1444                          SUPERSEDED SURVEY CONTROL
 OP1444
 OP1444  NGVD 29 (04/14/03)  339.69   (m)         1114.5    (f) RESET       3  
 OP1444
 OP1444.Superseded values are not recommended for survey control.
 OP1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1444.See file dsdata.txt to determine how the superseded data were derived.
 OP1444
 OP1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ853526(NAD 83)
 OP1444
 OP1444_MARKER: DD = SURVEY DISK
 OP1444_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1444_SP_SET: COPPER-CLAD STEEL ROD
 OP1444_STAMPING: 4604 L RESET 1980
 OP1444_MARK LOGO: MNDT  
 OP1444_PROJECTION: PROJECTING 5 CENTIMETERS
 OP1444_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1444_ROD/PIPE-DEPTH: 7.3  meters
 OP1444
 OP1444  HISTORY     - Date     Condition        Report By
 OP1444  HISTORY     - 1980     MONUMENTED       MNDT
 OP1444
 OP1444                          STATION DESCRIPTION
 OP1444
 OP1444'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1444'0.5 MILE SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH CIRO
 OP1444'STREET IN TRUMAN AND IS AT THE JUNCTION WITH COUNTY ROAD 50 NEAR
 OP1444'HIGHWAY 15 MILEPOINT 22.2 IN THE SOUTHEAST QUARTER OF SECTION 15,
 OP1444'TOWNSHIP 104 NORTH, ROUTE 30 WEST, 450 FEET EAST OF HIGHWAY 15, 44
 OP1444'FEET NORTH OF AND 3 FEET LOWER THAN THE CENTER OF COUNTY ROAD 50, 1.7
 OP1444'FEET WEST OF A POWER POLE AND 0.7 FOOT WEST OF A STEEL WITNESS POST,
 OP1444'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OP1444'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0074 ***********************************************************************
 OP0074  DESIGNATION -  4604 M
 OP0074  PID         -  OP0074
 OP0074  STATE/COUNTY-  MN/MARTIN
 OP0074  COUNTRY     -  US
 OP0074  USGS QUAD   -  TRUMAN (1967)
 OP0074
 OP0074                         *CURRENT SURVEY CONTROL
 OP0074  ______________________________________________________________________
 OP0074* NAD 83(1986) POSITION- 43 50 00.     (N) 094 25 37.     (W)   SCALED    
 OP0074* NAVD 88 ORTHO HEIGHT -   337.978  (meters)    1108.85  (feet) ADJUSTED  
 OP0074  ______________________________________________________________________
 OP0074  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 OP0074  DYNAMIC HEIGHT  -        337.915 (meters)     1108.64  (feet) COMP
 OP0074  MODELED GRAVITY -    980,423.5   (mgal)                       NAVD 88
 OP0074
 OP0074  VERT ORDER      -  SECOND    CLASS 0
 OP0074
 OP0074.The horizontal coordinates were scaled from a topographic map and have
 OP0074.an estimated accuracy of +/- 6 seconds.
 OP0074.
 OP0074.The orthometric height was determined by differential leveling and
 OP0074.adjusted in June 1991.
 OP0074
 OP0074.The dynamic height is computed by dividing the NAVD 88
 OP0074.geopotential number by the normal gravity value computed on the
 OP0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0074.degrees latitude (g = 980.6199 gals.).
 OP0074
 OP0074.The modeled gravity was interpolated from observed gravity values.
 OP0074
 OP0074;                    North         East    Units  Estimated Accuracy
 OP0074;SPC MN S     -   192,680.      765,660.      MT  (+/- 180 meters Scaled)
 OP0074
 OP0074                          SUPERSEDED SURVEY CONTROL
 OP0074
 OP0074  NGVD 29 (??/??/92)  337.924  (m)         1108.67   (f) ADJ UNCH    2 0
 OP0074
 OP0074.Superseded values are not recommended for survey control.
 OP0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0074.See file dsdata.txt to determine how the superseded data were derived.
 OP0074
 OP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852543(NAD 83)
 OP0074
 OP0074_MARKER: DD = SURVEY DISK
 OP0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0074_STAMPING: 4604 M 1969
 OP0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0074+STABILITY: SURFACE MOTION
 OP0074
 OP0074  HISTORY     - Date     Condition        Report By
 OP0074  HISTORY     - 1969     MONUMENTED       MNDT
 OP0074  HISTORY     - 1975     GOOD             MNDT
 OP0074  HISTORY     - 1980     GOOD             MNDT
 OP0074
 OP0074                          STATION DESCRIPTION
 OP0074
 OP0074'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0074'0.3 MI N FROM TRUMAN.
 OP0074'THE MARK IS LOCATED 0.3 MILES NORTH ALONG TH 15 FROM THE JUNCTION OF
 OP0074'TH 15 AND CIRO STREET IN TRUMAN, AND 1.0 MILES SOUTH OF THE
 OP0074'MARTIN-WATONWAN COUNTY LINE.  IT IS 340.0 FEET EAST OF TH 15 AT MILE
 OP0074'POINT 24.25 (STATION 1305+66), 51.0 FEET SOUTH OF, AND 3 FEET LOWER
 OP0074'THAN THE CENTER LINE OF COUNTY ROAD 6, AND 5 FEET WEST OF A POWER POLE
 OP0074'AT A T LINE NORTH.  IT IS 0.8 FEET WEST OF A STEEL WITNESS POST, IN A
 OP0074'6 FOOT PRECAST MAGNETIC CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 OP0074'GROUND.  NW 1/4 SECTION 10, T 104N, R 30W.
 OP0074
 OP0074                          STATION RECOVERY (1980)
 OP0074
 OP0074'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0074'MARK IS LOCATED 0.3 MILE NORTH ALONG TRUNK HIGHWAY 15 FROM ITS
 OP0074'JUNCTION WITH CIRO STREET AT TRUMAN AND IS NEAR HIGHWAY 15 MILE POINT
 OP0074'23.25 IN THE NW 1/4 OF SECTION 10, T 104 N , R 30 W. THE MARK IS 350
 OP0074'FEET EAST OF THE CENTERLINE OF HIGHWAY 15, 50 FEET SOUTH OF AND 3
 OP0074'FEET LOWER THAN THE CENTERLINE OF COUNTY ROAD 52 WHICH FORMERLY WAS
 OP0074'COUNTY ROAD 6, 5 FEET WEST OF A POWER POLE AND 0.7 FOOT WEST OF A
 OP0074'STEEL WITNESS POST. THE MARK , A STANDARD MNHD BENCH MARK DISK
 OP0074'STAMPED ---4604 M 1969---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OP0074'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0075 ***********************************************************************
 OP0075  DESIGNATION -  4604 N
 OP0075  PID         -  OP0075
 OP0075  STATE/COUNTY-  MN/MARTIN
 OP0075  COUNTRY     -  US
 OP0075  USGS QUAD   -  TRUMAN (1967)
 OP0075
 OP0075                         *CURRENT SURVEY CONTROL
 OP0075  ______________________________________________________________________
 OP0075* NAD 83(1986) POSITION- 43 49 42.     (N) 094 26 13.     (W)   SCALED    
 OP0075* NAVD 88 ORTHO HEIGHT -   339.240  (meters)    1112.99  (feet) ADJUSTED  
 OP0075  ______________________________________________________________________
 OP0075  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0075  DYNAMIC HEIGHT  -        339.177 (meters)     1112.78  (feet) COMP
 OP0075  MODELED GRAVITY -    980,422.8   (mgal)                       NAVD 88
 OP0075
 OP0075  VERT ORDER      -  SECOND    CLASS 0
 OP0075
 OP0075.The horizontal coordinates were scaled from a topographic map and have
 OP0075.an estimated accuracy of +/- 6 seconds.
 OP0075.
 OP0075.The orthometric height was determined by differential leveling and
 OP0075.adjusted in June 1991.
 OP0075
 OP0075.The dynamic height is computed by dividing the NAVD 88
 OP0075.geopotential number by the normal gravity value computed on the
 OP0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0075.degrees latitude (g = 980.6199 gals.).
 OP0075
 OP0075.The modeled gravity was interpolated from observed gravity values.
 OP0075
 OP0075;                    North         East    Units  Estimated Accuracy
 OP0075;SPC MN S     -   192,130.      764,850.      MT  (+/- 180 meters Scaled)
 OP0075
 OP0075                          SUPERSEDED SURVEY CONTROL
 OP0075
 OP0075  NGVD 29 (??/??/92)  339.187  (m)         1112.82   (f) ADJ UNCH    2 0
 OP0075
 OP0075.Superseded values are not recommended for survey control.
 OP0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0075.See file dsdata.txt to determine how the superseded data were derived.
 OP0075
 OP0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ844538(NAD 83)
 OP0075
 OP0075_MARKER: DD = SURVEY DISK
 OP0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0075_SP_SET: BASE
 OP0075_STAMPING: 4604 N 1974
 OP0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0075
 OP0075  HISTORY     - Date     Condition        Report By
 OP0075  HISTORY     - 1974     MONUMENTED       MNDT
 OP0075  HISTORY     - 1975     GOOD             MNDT
 OP0075  HISTORY     - 1980     GOOD             MNDT
 OP0075
 OP0075                          STATION DESCRIPTION
 OP0075
 OP0075'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0075'IN TRUMAN.
 OP0075'THE MARK IS LOCATED 6 CITY BLOCKS, WEST ALONG CIRO STREET FROM THE
 OP0075'JUNCTION OF CIRO STREET AND TH 15 IN TRUMAN, THENCE, 1 CITY BLOCK
 OP0075'NORTH ALONG 1ST AVENUE WEST.  IT IS 44.5 FEET NORTH OF THE NORTH WALL
 OP0075'OF A 1-STORY BRICK BUILDING (TRUMAN MUNICIPAL POWER PLANT), 48.8 FEET
 OP0075'EAST OF THE EAST CURB OF FIRST AVENUE WEST AND 26.5 FEET SOUTH OF THE
 OP0075'SOUTH CURB OF FIRST STREET NORTH.  THE MARK, A MINNESOTA HIGHWAY
 OP0075'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK IS CEMENTED INTO THE
 OP0075'NORTH CORNER OF THE NORTH LEG OF THE CONCRETE BASE OF THE TRUMAN WATER
 OP0075'TANK.  IT IS 1.5 FEET ABOVE THE LEVEL OF THE LAWN AND 3 FEET ABOVE THE
 OP0075'LEVEL OF THE STREETS.  NE 1/4 SECTION 9, T 104 N, R 30 W.
 OP0075
 OP0075                          STATION RECOVERY (1980)
 OP0075
 OP0075'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0075'THE MARK IS LOCATED AT THE TRUMAN CITY WATER TANK IN THE NE 1/4 OF
 OP0075'SECTION 9, T 104 N, R 30 W. THE MARK IS 72.5 FEET EAST OF THE CENTER
 OP0075'OF FIRST AVENUE WEST AND 45 FEET SOUTH OF THE CENTER OF FIRST STREET
 OP0075'NORTH IN THE NORTH CORNER OF THE CONCRETE BASE FOR THE NORTHEAST LEG
 OP0075'OF THE WATER TANK. THE MARK, A STANDARD MNDH VERTICAL CONTROL MARK
 OP0075'DISK STAMPED---4604 N 1974 ----, IS CEMENTED IN A DRILL HOLE IN THE
 OP0075'BASE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0008 ***********************************************************************
 OP0008  DESIGNATION -  4607 A
 OP0008  PID         -  OP0008
 OP0008  STATE/COUNTY-  MN/MARTIN
 OP0008  COUNTRY     -  US
 OP0008  USGS QUAD   -  FAIRMONT (1992)
 OP0008
 OP0008                         *CURRENT SURVEY CONTROL
 OP0008  ______________________________________________________________________
 OP0008* NAD 83(1986) POSITION- 43 39 02.     (N) 094 25 24.     (W)   SCALED    
 OP0008* NAVD 88 ORTHO HEIGHT -   352.283  (meters)    1155.78  (feet) ADJUSTED  
 OP0008  ______________________________________________________________________
 OP0008  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 OP0008  DYNAMIC HEIGHT  -        352.208 (meters)     1155.54  (feet) COMP
 OP0008  MODELED GRAVITY -    980,397.3   (mgal)                       NAVD 88
 OP0008
 OP0008  VERT ORDER      -  SECOND    CLASS 0
 OP0008
 OP0008.This mark is at Fairmont Airport (FRM)
 OP0008
 OP0008.The horizontal coordinates were scaled from a topographic map and have
 OP0008.an estimated accuracy of +/- 6 seconds.
 OP0008.
 OP0008.The orthometric height was determined by differential leveling and
 OP0008.adjusted in June 1991.
 OP0008
 OP0008.The dynamic height is computed by dividing the NAVD 88
 OP0008.geopotential number by the normal gravity value computed on the
 OP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0008.degrees latitude (g = 980.6199 gals.).
 OP0008
 OP0008.The modeled gravity was interpolated from observed gravity values.
 OP0008
 OP0008;                    North         East    Units  Estimated Accuracy
 OP0008;SPC MN S     -   172,370.      765,850.      MT  (+/- 180 meters Scaled)
 OP0008
 OP0008                          SUPERSEDED SURVEY CONTROL
 OP0008
 OP0008  NGVD 29 (??/??/92)  352.213  (m)         1155.55   (f) ADJ UNCH    2 0
 OP0008
 OP0008.Superseded values are not recommended for survey control.
 OP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0008.See file dsdata.txt to determine how the superseded data were derived.
 OP0008
 OP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852340(NAD 83)
 OP0008
 OP0008_MARKER: DD = SURVEY DISK
 OP0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0008_SP_SET: BASE
 OP0008_STAMPING: 4607 A 1974
 OP0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0008
 OP0008  HISTORY     - Date     Condition        Report By
 OP0008  HISTORY     - 1974     MONUMENTED       MNDT
 OP0008  HISTORY     - 1975     GOOD             MNDT
 OP0008
 OP0008                          STATION DESCRIPTION
 OP0008
 OP0008'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0008'2.2 MI E FROM FAIRMONT.
 OP0008'THE MARK IS LOCATED 1.2 MILES, EAST ALONG T.H. 16 FROM THE JUNCTION OF
 OP0008'T.H. 15 (STATE STREET) AND T.H. 16 (BLUE EARTH AVENUE) IN FAIRMONT AND
 OP0008'IS AT THE FAIRMONT MUNICIPAL AIRPORT.  IT IS ABOUT 400 FEET NORTH OF
 OP0008'T.H. 16 AT MILEPOINT 107.8, AND ABOUT 300 FEET NORTHEAST OF THE
 OP0008'AIRPORT ADMINISTRATION OFFICE, 198.5 FEET EAST OF THE SOUTHEAST CORNER
 OP0008'OF A 1-STORY CONCRETE BLACK (WHITE) BUILDING FOR CIVIL DEFENCE
 OP0008'EMERGENCY OPERATIONS OFFICE, 113.5 FEET WEST OF THE NORTHWEST CORNER
 OP0008'OF A 1-STORY METAL HANGER (GREEN) BUILDING AND 61.0 FEET NORTHWEST OF
 OP0008'THE WEST GATE POST IN A CHAIN LINK FENCE.  THE MARK, A STANDARD
 OP0008'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT DISK (VCM), IS
 OP0008'CEMENTED IN THE SOUTH CORNER OF THE CONCRETE BASE FOR THE SOUTH LEG OF
 OP0008'THE AIRPORT BACON LIGHT TOWER.  SW 1/4 SECTION 10, T 102N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0009 ***********************************************************************
 OP0009  DESIGNATION -  4607 B
 OP0009  PID         -  OP0009
 OP0009  STATE/COUNTY-  MN/MARTIN
 OP0009  COUNTRY     -  US
 OP0009  USGS QUAD   -  FAIRMONT (1992)
 OP0009
 OP0009                         *CURRENT SURVEY CONTROL
 OP0009  ______________________________________________________________________
 OP0009* NAD 83(1986) POSITION- 43 39 00.     (N) 094 25 24.     (W)   SCALED    
 OP0009* NAVD 88 ORTHO HEIGHT -   352.640  (meters)    1156.95  (feet) ADJUSTED  
 OP0009  ______________________________________________________________________
 OP0009  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 OP0009  DYNAMIC HEIGHT  -        352.565 (meters)     1156.71  (feet) COMP
 OP0009  MODELED GRAVITY -    980,397.2   (mgal)                       NAVD 88
 OP0009
 OP0009  VERT ORDER      -  SECOND    CLASS 0
 OP0009
 OP0009.This mark is at Fairmont Airport (FRM)
 OP0009
 OP0009.The horizontal coordinates were scaled from a topographic map and have
 OP0009.an estimated accuracy of +/- 6 seconds.
 OP0009.
 OP0009.The orthometric height was determined by differential leveling and
 OP0009.adjusted in June 1991.
 OP0009
 OP0009.The dynamic height is computed by dividing the NAVD 88
 OP0009.geopotential number by the normal gravity value computed on the
 OP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0009.degrees latitude (g = 980.6199 gals.).
 OP0009
 OP0009.The modeled gravity was interpolated from observed gravity values.
 OP0009
 OP0009;                    North         East    Units  Estimated Accuracy
 OP0009;SPC MN S     -   172,310.      765,850.      MT  (+/- 180 meters Scaled)
 OP0009
 OP0009                          SUPERSEDED SURVEY CONTROL
 OP0009
 OP0009  NGVD 29 (??/??/92)  352.570  (m)         1156.72   (f) ADJ UNCH    2 0
 OP0009
 OP0009.Superseded values are not recommended for survey control.
 OP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0009.See file dsdata.txt to determine how the superseded data were derived.
 OP0009
 OP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852339(NAD 83)
 OP0009
 OP0009_MARKER: DD = SURVEY DISK
 OP0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0009_SP_SET: BUILDING
 OP0009_STAMPING: 4607 B 1974
 OP0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0009
 OP0009  HISTORY     - Date     Condition        Report By
 OP0009  HISTORY     - 1974     MONUMENTED       MNDT
 OP0009  HISTORY     - 1975     GOOD             MNDT
 OP0009  HISTORY     - 19860503 MARK NOT FOUND   MNHD
 OP0009
 OP0009                          STATION DESCRIPTION
 OP0009
 OP0009'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0009'2.2 MI E FROM FAIRMONT.
 OP0009'THE MARK IS LOCATED 1.2 MILES EAST ALONG T.H. 16 FROM THE JUNCTION OF
 OP0009'T.H. 15 (STATE STREET) AND T.H. 16 (BLUE EARTH AVENUE) IN FAIRMONT AND
 OP0009'IS AT THE FAIRMONT MUNICIPAL AIRPORT.  IT IS ABOUT 750.0 FEET SOUTH OF
 OP0009'T.H. 16 AT MILEPOINT 107.8, 6.0 FEET NORTHEAST OF THE WEST CORNER OF A
 OP0009'1-STORY BRICK BUILDING (SERVICE SHOP AND ADMINISTRATION BUILDING), AND
 OP0009'0.5 FEET NORTHWEST OF THE NORTHWEST WALL.  THE MARK, A MINNESOTA
 OP0009'HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK, IS CEMENTED
 OP0009'IN THE CONCRETE EXTENSION OF THE BRICK BUILDING, IT IS ABOUT 0.5 FOOT
 OP0009'ABOVE THE LEVEL OF THE TAXIWAY.  SW 1/4 SECTION 10, T 102N, R 30W.
 OP0009
 OP0009                          STATION RECOVERY (1986)
 OP0009
 OP0009'RECOVERY NOTE BY MN HIGHWAY DEPT 1986 (ARB)
 OP0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0010 ***********************************************************************
 OP0010  DESIGNATION -  4607 C
 OP0010  PID         -  OP0010
 OP0010  STATE/COUNTY-  MN/MARTIN
 OP0010  COUNTRY     -  US
 OP0010  USGS QUAD   -  FAIRMONT (1992)
 OP0010
 OP0010                         *CURRENT SURVEY CONTROL
 OP0010  ______________________________________________________________________
 OP0010* NAD 83(1986) POSITION- 43 38 51.5    (N) 094 25 27.6    (W)   HD_HELD2  
 OP0010* NAVD 88 ORTHO HEIGHT -   353.597  (meters)    1160.09  (feet) ADJUSTED  
 OP0010  ______________________________________________________________________
 OP0010  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 OP0010  DYNAMIC HEIGHT  -        353.521 (meters)     1159.84  (feet) COMP
 OP0010  MODELED GRAVITY -    980,396.9   (mgal)                       NAVD 88
 OP0010
 OP0010  VERT ORDER      -  SECOND    CLASS I
 OP0010
 OP0010.This mark is at Fairmont Airport (FRM)
 OP0010
 OP0010.The horizontal coordinates were established by autonomous hand held GPS
 OP0010.observations and have an estimated accuracy of +/- 10 meters.
 OP0010.
 OP0010.The orthometric height was determined by differential leveling and
 OP0010.adjusted in June 1991.
 OP0010
 OP0010.Photographs are available for this station.
 OP0010
 OP0010.The dynamic height is computed by dividing the NAVD 88
 OP0010.geopotential number by the normal gravity value computed on the
 OP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0010.degrees latitude (g = 980.6199 gals.).
 OP0010
 OP0010.The modeled gravity was interpolated from observed gravity values.
 OP0010
 OP0010;                    North         East    Units  Estimated Accuracy
 OP0010;SPC MN S     -   172,051.      765,764.      MT  (+/- 10 meters HH2 GPS)
 OP0010
 OP0010                          SUPERSEDED SURVEY CONTROL
 OP0010
 OP0010  NGVD 29 (??/??/92)  353.527  (m)         1159.86   (f) ADJ UNCH    2 0
 OP0010
 OP0010.Superseded values are not recommended for survey control.
 OP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0010.See file dsdata.txt to determine how the superseded data were derived.
 OP0010
 OP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8513133723(NAD 83)
 OP0010
 OP0010_MARKER: DV = VERTICAL CONTROL DISK
 OP0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0010_SP_SET: CONCRETE FOOTING
 OP0010_STAMPING: 4607 C 1974
 OP0010_MARK LOGO: MNHD  
 OP0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0010+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2008
 OP0010
 OP0010  HISTORY     - Date     Condition        Report By
 OP0010  HISTORY     - 1974     MONUMENTED       MNHD
 OP0010  HISTORY     - 1975     GOOD             MNDT
 OP0010  HISTORY     - 20051011 GOOD             MNDT
 OP0010  HISTORY     - 20080610 GOOD             MNDT
 OP0010
 OP0010                          STATION DESCRIPTION
 OP0010
 OP0010'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0010'2.2 MI E FROM FAIRMONT.
 OP0010'THE MARK IS LOCATED 1.2 MILES EAST ALONG TH 16 FROM THE JUNCTION OF TH
 OP0010'15 (STATE STREET) AND TH 16 (BLUE EARTH AVENUE) IN FAIRMONT AND IS AT
 OP0010'THE FAIRMONT MUNICIPAL AIRPORT.  IT IS 0.6 MILES SOUTH OF TH 16 AT
 OP0010'MILEPOINT 107.8, 0.15 MILES NORTH WEST OF AIRPORT VOR TOWER, 0.1 MILE
 OP0010'SOUTH OF THE AIRPORT ADMINISTRATION BUILDING, 247 FEET SOUTHWEST OF
 OP0010'THE SOUTHWEST EDGE OF, AND 2 FEET HIGHER THAN THE NORTHWEST TO
 OP0010'SOUTHEAST RUNWAY.  IT IS CEMENTED IN THE NORTHEAST CORNER OF THE 2 BY
 OP0010'2 FOOT SQUARE CONCRETE BASE FOR THE AIRPORT WIND SOCK.  NW 1/4 SECTION
 OP0010'15, T 102N, R 30W.
 OP0010
 OP0010                          STATION RECOVERY (2005)
 OP0010
 OP0010'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP0010'RECOVERED AS DESCRIBED.
 OP0010
 OP0010                          STATION RECOVERY (2008)
 OP0010
 OP0010'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAZ)
 OP0010'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF EAST
 OP0010'CHAIN, 5.1 MI (8.2 KM) SOUTHWEST OF GRANADA AND 1.9 MI (3.1 KM) EAST
 OP0010'OF FAIRMONT.
 OP0010' 
 OP0010'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) EAST ON COUNTY ROAD 26 FROM
 OP0010'THE JUNCTION OF COUNTY ROAD 26 (OLD TRUNK HIGHWAY 16) AND TRUNK
 OP0010'HIGHWAY 15 IN FAIRMONT, AT AIRPORT, 0.6 MI (1.0 KM) SOUTH OF COUNTY
 OP0010'ROAD 26, 0.15 MI (0.2 KM) NORTHWEST OF AIRPORT VOR TOWER, 247.0 FT
 OP0010'(75.3 M) SOUTHWEST OF SOUTHWEST EDGE OF ADMINISTRATION BUILDING, IN
 OP0010'NORTHEAST CORNER OF 2.0 FT (0.6 M) SQUARE CONCRETE BASE FOR WIND SOCK,
 OP0010'AIRPORT MANAGER STATES THAT BASE OF WINDSOCK HAS BEEN DISTURBED OR
 OP0010'MOVED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0330 ***********************************************************************
 OP0330  DESIGNATION -  4609 L
 OP0330  PID         -  OP0330
 OP0330  STATE/COUNTY-  MN/MARTIN
 OP0330  COUNTRY     -  US
 OP0330  USGS QUAD   -  WELCOME (1970)
 OP0330
 OP0330                         *CURRENT SURVEY CONTROL
 OP0330  ______________________________________________________________________
 OP0330* NAD 83(1986) POSITION- 43 39 36.     (N) 094 36 55.     (W)   SCALED    
 OP0330* NAVD 88 ORTHO HEIGHT -   377.979  (meters)    1240.09  (feet) ADJUSTED  
 OP0330  ______________________________________________________________________
 OP0330  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 OP0330  DYNAMIC HEIGHT  -        377.895 (meters)     1239.81  (feet) COMP
 OP0330  MODELED GRAVITY -    980,387.3   (mgal)                       NAVD 88
 OP0330
 OP0330  VERT ORDER      -  SECOND    CLASS I
 OP0330
 OP0330.The horizontal coordinates were scaled from a topographic map and have
 OP0330.an estimated accuracy of +/- 6 seconds.
 OP0330.
 OP0330.The orthometric height was determined by differential leveling and
 OP0330.adjusted in June 1991.
 OP0330
 OP0330.The dynamic height is computed by dividing the NAVD 88
 OP0330.geopotential number by the normal gravity value computed on the
 OP0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0330.degrees latitude (g = 980.6199 gals.).
 OP0330
 OP0330.The modeled gravity was interpolated from observed gravity values.
 OP0330
 OP0330;                    North         East    Units  Estimated Accuracy
 OP0330;SPC MN S     -   173,520.      750,370.      MT  (+/- 180 meters Scaled)
 OP0330
 OP0330                          SUPERSEDED SURVEY CONTROL
 OP0330
 OP0330  NGVD 29 (??/??/92)  377.905  (m)         1239.84   (f) ADJ UNCH    2 1
 OP0330
 OP0330.Superseded values are not recommended for survey control.
 OP0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0330.See file dsdata.txt to determine how the superseded data were derived.
 OP0330
 OP0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ697353(NAD 83)
 OP0330
 OP0330_MARKER: DD = SURVEY DISK
 OP0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0330_STAMPING: 4609 L 1967
 OP0330_MARK LOGO: MNDT  
 OP0330_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0330+STABILITY: SURFACE MOTION
 OP0330
 OP0330  HISTORY     - Date     Condition        Report By
 OP0330  HISTORY     - 1967     MONUMENTED       MNDT
 OP0330  HISTORY     - 1973     GOOD             MNDT
 OP0330  HISTORY     - 20041207 MARK NOT FOUND   MNDT
 OP0330
 OP0330                          STATION DESCRIPTION
 OP0330
 OP0330'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0330'IN WELCOME.
 OP0330'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT
 OP0330'THE SOUTHEAST EDGE OF WELCOME.  IT IS 51.0 FEET SOUTH OF THE
 OP0330'CENTERLINE OF TRUNK HIGHWAY 16, 79.0 FEET WEST-SOUTHWEST OF TRUNK
 OP0330'HIGHWAY 16 MILEPOST NUMBER 98, 145.0 FEET EAST OF THE CENTERLINE OF
 OP0330'TRUNK HIGHWAY 263, 45.0 FEET WEST OF RIGHT-OF-WAY AND CONTROLLED ACESS
 OP0330'SIGN POST, AND IS 3.8 FEET WEST OF A STEEL CORNER FENCE POST. THE MARK
 OP0330'IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT IS
 OP0330'FLUSH WITH THE GROUND AND IS 1 FOOT NORTH OF A STEEL WITNESS POST. NW
 OP0330'1/4 SECTION 7, T 102N, R 31W.
 OP0330
 OP0330                          STATION RECOVERY (2004)
 OP0330
 OP0330'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0330'AT SOUTHEAST EDGE OF WELCOME, AT JUNCTION OF COUNTY ROAD 26 (OLD TRUNK
 OP0330'HIGHWAY 16) AND TRUNK HIGHWAY 263, 51.0 FEET SOUTH OF COUNTY ROAD 26,
 OP0330'145.0 FEET EAST OF TRUNK HIGHWAY 263, 45.0 FEET WEST OF RIGHT OF WAY
 OP0330'SIGN POST, 3.8 FEET WEST OF CORNER FENCE POST, 1.0 FEET NORTH OF
 OP0330'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0329 ***********************************************************************
 OP0329  DESIGNATION -  4609 M
 OP0329  PID         -  OP0329
 OP0329  STATE/COUNTY-  MN/MARTIN
 OP0329  COUNTRY     -  US
 OP0329  USGS QUAD   -  WELCOME (1970)
 OP0329
 OP0329                         *CURRENT SURVEY CONTROL
 OP0329  ______________________________________________________________________
 OP0329* NAD 83(1986) POSITION- 43 40 00.     (N) 094 36 55.     (W)   SCALED    
 OP0329* NAVD 88 ORTHO HEIGHT -   375.711  (meters)    1232.65  (feet) ADJUSTED  
 OP0329  ______________________________________________________________________
 OP0329  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP0329  DYNAMIC HEIGHT  -        375.628 (meters)     1232.37  (feet) COMP
 OP0329  MODELED GRAVITY -    980,388.3   (mgal)                       NAVD 88
 OP0329
 OP0329  VERT ORDER      -  SECOND    CLASS I
 OP0329
 OP0329.The horizontal coordinates were scaled from a topographic map and have
 OP0329.an estimated accuracy of +/- 6 seconds.
 OP0329.
 OP0329.The orthometric height was determined by differential leveling and
 OP0329.adjusted in June 1991.
 OP0329
 OP0329.The dynamic height is computed by dividing the NAVD 88
 OP0329.geopotential number by the normal gravity value computed on the
 OP0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0329.degrees latitude (g = 980.6199 gals.).
 OP0329
 OP0329.The modeled gravity was interpolated from observed gravity values.
 OP0329
 OP0329;                    North         East    Units  Estimated Accuracy
 OP0329;SPC MN S     -   174,260.      750,380.      MT  (+/- 180 meters Scaled)
 OP0329
 OP0329                          SUPERSEDED SURVEY CONTROL
 OP0329
 OP0329  NGVD 29 (??/??/92)  375.637  (m)         1232.40   (f) ADJ UNCH    2 1
 OP0329
 OP0329.Superseded values are not recommended for survey control.
 OP0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0329.See file dsdata.txt to determine how the superseded data were derived.
 OP0329
 OP0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ697361(NAD 83)
 OP0329
 OP0329_MARKER: DD = SURVEY DISK
 OP0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0329_STAMPING: 4609 M 1966
 OP0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0329+STABILITY: SURFACE MOTION
 OP0329
 OP0329  HISTORY     - Date     Condition        Report By
 OP0329  HISTORY     - 1966     MONUMENTED       MNDT
 OP0329  HISTORY     - 1973     GOOD             MNDT
 OP0329
 OP0329                          STATION DESCRIPTION
 OP0329
 OP0329'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP0329'IN WELCOME.
 OP0329'THE MARK IS LOCATED 0.45 MILE NORTH ALONG TRUNK HIGHWAY 263 FROM THE
 OP0329'JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE OF
 OP0329'WELCOME.  IT IS 89.5 FEET EAST OF AND ABOUT 3 FEET LOWER THAN THE
 OP0329'CENTERLINE OF TRUNK HIGHWAY 263, 120.5 FEET SOUTH OF THE SOUTH RAIL OF
 OP0329'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD, 37.4 FEET EAST
 OP0329'OF A POWER POLE, 4.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 OP0329'CHAIN-LINK FENCE AROUND A PUMPING STATION OF NORTHERN NATURAL GAS
 OP0329'COMPANY, AND 2.5 FEET WEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK
 OP0329'FENCE AROUND AN ELECTRIC SUBSTATION.  THE MARK IS SET IN THE TOP OF A
 OP0329'PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 6 INCHES ABOVE THE
 OP0329'GROUND, AND IS 1.1 FOOT WEST OF A STEEL WITNESS POST.  SW 1/4 SECTION
 OP0329'6, T 102N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0328 ***********************************************************************
 OP0328  DESIGNATION -  4609 N
 OP0328  PID         -  OP0328
 OP0328  STATE/COUNTY-  MN/MARTIN
 OP0328  COUNTRY     -  US
 OP0328  USGS QUAD   -  WELCOME (1970)
 OP0328
 OP0328                         *CURRENT SURVEY CONTROL
 OP0328  ______________________________________________________________________
 OP0328* NAD 83(1986) POSITION- 43 40 12.     (N) 094 36 55.     (W)   SCALED    
 OP0328* NAVD 88 ORTHO HEIGHT -   374.608  (meters)    1229.03  (feet) ADJUSTED  
 OP0328  ______________________________________________________________________
 OP0328  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP0328  DYNAMIC HEIGHT  -        374.526 (meters)     1228.76  (feet) COMP
 OP0328  MODELED GRAVITY -    980,388.8   (mgal)                       NAVD 88
 OP0328
 OP0328  VERT ORDER      -  SECOND    CLASS I
 OP0328
 OP0328.The horizontal coordinates were scaled from a topographic map and have
 OP0328.an estimated accuracy of +/- 6 seconds.
 OP0328.
 OP0328.The orthometric height was determined by differential leveling and
 OP0328.adjusted in June 1991.
 OP0328
 OP0328.The dynamic height is computed by dividing the NAVD 88
 OP0328.geopotential number by the normal gravity value computed on the
 OP0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0328.degrees latitude (g = 980.6199 gals.).
 OP0328
 OP0328.The modeled gravity was interpolated from observed gravity values.
 OP0328
 OP0328;                    North         East    Units  Estimated Accuracy
 OP0328;SPC MN S     -   174,630.      750,380.      MT  (+/- 180 meters Scaled)
 OP0328
 OP0328                          SUPERSEDED SURVEY CONTROL
 OP0328
 OP0328  NGVD 29 (??/??/92)  374.534  (m)         1228.78   (f) ADJ UNCH    2 1
 OP0328
 OP0328.Superseded values are not recommended for survey control.
 OP0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0328.See file dsdata.txt to determine how the superseded data were derived.
 OP0328
 OP0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ697364(NAD 83)
 OP0328
 OP0328_MARKER: DD = SURVEY DISK
 OP0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0328_STAMPING: 4609 N 1966
 OP0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0328+STABILITY: SURFACE MOTION
 OP0328
 OP0328  HISTORY     - Date     Condition        Report By
 OP0328  HISTORY     - 1966     MONUMENTED       MNDT
 OP0328  HISTORY     - 1975     GOOD             MNDT
 OP0328
 OP0328                          STATION DESCRIPTION
 OP0328
 OP0328'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0328'IN WELCOME.
 OP0328'THE MARK IS LOCATED 0.7 MILE NORTH ALONG TRUNK HIGHWAY 263 FROM THE
 OP0328'JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE OF
 OP0328'WELCOME.  IT IS 41.5 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 OP0328'OF TRUNK HIGHWAY 263, 64.0 FEET NORTH OF AND ABOUT LEVEL WITH THE
 OP0328'NORTH RAIL OF THE MAIN LINE TRACKS OF THE CHICAGO AND NORTHWESTERN
 OP0328'RAILROAD, 11.0 FEET NORTH OF THE NORTH RAIL OF SPUR TRACKS, AND IS
 OP0328'33.0 FEET WEST OF THE SOUTHWEST CORNER OF A 1-STORY FRAME BUILDING.
 OP0328'THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC)
 OP0328'THAT IS FLUSH WITH THE GROUND AND IS 1.0 FOOT WEST OF A STEEL WITNESS
 OP0328'POST.  NW 1/4 SECTION 6, T 102N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0327 ***********************************************************************
 OP0327  DESIGNATION -  4609 P
 OP0327  PID         -  OP0327
 OP0327  STATE/COUNTY-  MN/MARTIN
 OP0327  COUNTRY     -  US
 OP0327  USGS QUAD   -  WELCOME (1970)
 OP0327
 OP0327                         *CURRENT SURVEY CONTROL
 OP0327  ______________________________________________________________________
 OP0327* NAD 83(1986) POSITION- 43 40 48.     (N) 094 36 55.     (W)   SCALED    
 OP0327* NAVD 88 ORTHO HEIGHT -   362.870  (meters)    1190.52  (feet) ADJUSTED  
 OP0327  ______________________________________________________________________
 OP0327  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 OP0327  DYNAMIC HEIGHT  -        362.790 (meters)     1190.25  (feet) COMP
 OP0327  MODELED GRAVITY -    980,390.3   (mgal)                       NAVD 88
 OP0327
 OP0327  VERT ORDER      -  SECOND    CLASS I
 OP0327
 OP0327.The horizontal coordinates were scaled from a topographic map and have
 OP0327.an estimated accuracy of +/- 6 seconds.
 OP0327.
 OP0327.The orthometric height was determined by differential leveling and
 OP0327.adjusted in June 1991.
 OP0327
 OP0327.The dynamic height is computed by dividing the NAVD 88
 OP0327.geopotential number by the normal gravity value computed on the
 OP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0327.degrees latitude (g = 980.6199 gals.).
 OP0327
 OP0327.The modeled gravity was interpolated from observed gravity values.
 OP0327
 OP0327;                    North         East    Units  Estimated Accuracy
 OP0327;SPC MN S     -   175,740.      750,390.      MT  (+/- 180 meters Scaled)
 OP0327
 OP0327                          SUPERSEDED SURVEY CONTROL
 OP0327
 OP0327  NGVD 29 (??/??/92)  362.794  (m)         1190.27   (f) ADJ UNCH    2 1
 OP0327
 OP0327.Superseded values are not recommended for survey control.
 OP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0327.See file dsdata.txt to determine how the superseded data were derived.
 OP0327
 OP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ698375(NAD 83)
 OP0327
 OP0327_MARKER: DD = SURVEY DISK
 OP0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0327_SP_SET: CULVERT
 OP0327_STAMPING: 4609 P 1975
 OP0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0327
 OP0327  HISTORY     - Date     Condition        Report By
 OP0327  HISTORY     - 1975     MONUMENTED       MNDT
 OP0327
 OP0327                          STATION DESCRIPTION
 OP0327
 OP0327'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0327'IN WELCOME.
 OP0327'THE MARK IS LOCATED 1.35 MILE NORTH ALONG TRUNK HIGHWAY 263 FROM THE
 OP0327'JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE OF
 OP0327'WELCOME.  IT IS ABOUT 500 FEET SOUTH OF BRIDGE NUMBER 46812
 OP0327'(EAST-BOUND FAI 90 OVER TRUNK HIGHWAY 263).  IT IS 47.0 FEET EAST OF
 OP0327'AND ABOUT 3 FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 263.  THE
 OP0327'MARK IS SET IN THE SOUTHEAST CORNER (HEADWALL) OF A 14 FOOT BY 9 FOOT
 OP0327'BOX CULVERT (TRUNK HIGHWAY OVER LILY CREEK).  SW 1/4 SECTION 31, T
 OP0327'103N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1697 ***********************************************************************
 RN1697  DESIGNATION -  461
 RN1697  PID         -  RN1697
 RN1697  STATE/COUNTY-  MN/ST LOUIS
 RN1697  COUNTRY     -  US
 RN1697  USGS QUAD   -  DULUTH (1993)
 RN1697
 RN1697                         *CURRENT SURVEY CONTROL
 RN1697  ______________________________________________________________________
 RN1697* NAD 83(2007) POSITION- 46 45 16.37070(N) 092 05 37.58261(W)   ADJUSTED  
 RN1697* NAD 83(2007) ELLIP HT-   157.452 (meters)        (02/10/07)   ADJUSTED
 RN1697* NAD 83(2007) EPOCH   -  2002.00
 RN1697* NAVD 88 ORTHO HEIGHT -   185.5    (meters)     609.    (feet) VERTCON   
 RN1697  ______________________________________________________________________
 RN1697  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 RN1697  NAD 83(2007) X  -   -159,940.134 (meters)                     COMP
 RN1697  NAD 83(2007) Y  - -4,374,789.115 (meters)                     COMP
 RN1697  NAD 83(2007) Z  -  4,623,227.388 (meters)                     COMP
 RN1697  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC09
 RN1697
 RN1697  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1697  Type                                         Horiz  Ellip  Dist(km)
 RN1697  -------------------------------------------------------------------
 RN1697  NETWORK                                       1.56   2.00
 RN1697  -------------------------------------------------------------------
 RN1697  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.58   2.00      4.24
 RN1697  -------------------------------------------------------------------
 RN1697  NOTE: Click here for information on individual local accuracy
 RN1697  values and other accuracy information.
 RN1697
 RN1697
 RN1697.The horizontal coordinates were established by GPS observations
 RN1697.and adjusted by the National Geodetic Survey in February 2007.
 RN1697
 RN1697.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1697.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1697
 RN1697.The horizontal coordinates are valid at the epoch date displayed above
 RN1697.which is a decimal equivalence of Year/Month/Day.
 RN1697
 RN1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 RN1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RN1697
 RN1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1697
 RN1697.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1697
 RN1697.The ellipsoidal height was determined by GPS observations
 RN1697.and is referenced to NAD 83.
 RN1697
 RN1697. The following values were computed from the NAD 83(2007) position.
 RN1697
 RN1697;                    North         East     Units Scale Factor Converg.
 RN1697;SPC MN N     -   128,800.308   876,883.273   MT  1.00007900   +0 44 45.0
 RN1697;SPC MN N     -   422,572.34  2,876,907.87   sFT  1.00007900   +0 44 45.0
 RN1697;SPC WI N     -   178,599.324   440,047.083   MT  0.99999781   -1 30 37.4
 RN1697;SPC WI N     -   585,954.62  1,443,721.14   sFT  0.99999781   -1 30 37.4
 RN1697;UTM  15      - 5,178,287.158   569,211.143   MT  0.99965888   +0 39 36.5
 RN1697
 RN1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1697!SPC MN N     -   0.99997532  x   1.00007900  =   1.00005432
 RN1697!SPC WI N     -   0.99997532  x   0.99999781  =   0.99997313
 RN1697!UTM  15      -   0.99997532  x   0.99965888  =   0.99963421
 RN1697
 RN1697                          SUPERSEDED SURVEY CONTROL
 RN1697
 RN1697  NAD 83(1996)-  46 45 16.37049(N)    092 05 37.58299(W) AD(       ) 2
 RN1697  ELLIP H (03/16/99)  157.494  (m)                       GP(       ) 4 1
 RN1697  NAD 83(1991)-  46 45 16.37091(N)    092 05 37.58256(W) AD(       ) 2
 RN1697  ELLIP H (11/21/91)  157.424  (m)                       GP(       ) 4 1
 RN1697  NAD 83(1986)-  46 45 16.36756(N)    092 05 37.58312(W) AD(       ) 2
 RN1697  NGVD 29 (05/23/89)  185.5    (m)  RAPSU86 model used   GPS OBS        
 RN1697
 RN1697.Superseded values are not recommended for survey control.
 RN1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1697.See file dsdata.txt to determine how the superseded data were derived.
 RN1697
 RN1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM6921178287(NAD 83)
 RN1697
 RN1697_MARKER: DD = SURVEY DISK
 RN1697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RN1697_SP_SET: CONCRETE PIER
 RN1697_STAMPING: 461
 RN1697_MARK LOGO: USE   
 RN1697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1697+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RN1697
 RN1697  HISTORY     - Date     Condition        Report By
 RN1697  HISTORY     - 1988     MONUMENTED       USE
 RN1697  HISTORY     - 19961012 GOOD             USPSQD
 RN1697
 RN1697                          STATION DESCRIPTION
 RN1697
 RN1697'DESCRIBED BY US ENGINEERS 1988
 RN1697'THE STATION IS SITUATED AT THE NORTHWESTERN END OF SUPERIOR BAY AT
 RN1697'THEWESTERN SIDE OF THE ENTRANCE TO DULUTH HARBOR BASIN.
 RN1697'FROM THE JUNCTION OF I-35 AND I-535 PROCEED IN A SOUTHEASTERLY
 RN1697'DIRECTION ALONG I-535 FOR APPROXIMATELY 1.2 KM (0.75 MI) TO THE PORT
 RN1697'TERMINAL EXIT.  PROCEED ALONG THE EXIT RAMP UNDER I-535 AND ALONG PORT
 RN1697'TERMINAL ROAD TO AN ENTRANCE GATE LEADING TO THE PIER.  PROCEED TO
 RN1697'THE EASTERLY CORNER OF THE PIER AND THE STATION.
 RN1697'THE STATION IS SET IN THE BASE OF THE BOLLARD WHICH IS SITUATED ON
 RN1697'THE MOST EASTERLY CORNER OF THE PIER.  THE STATION IS 1.48 M (4.9 FT)
 RN1697'WEST OF THE CORNER OF THE PIER AT THE NORTHERN END OF THE CONCRETE
 RN1697'BOLLARD BASE.
 RN1697'IT IS A CORPS OF ENGINEERS DISK SET FLUSH WITH THE CONCRETE.  IT IS
 RN1697'STAMPED 461.
 RN1697
 RN1697                          STATION RECOVERY (1996)
 RN1697
 RN1697'RECOVERY NOTE BY US POWER SQUADRON 1996
 RN1697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0301 ***********************************************************************
 OP0301  DESIGNATION -  4680 A
 OP0301  PID         -  OP0301
 OP0301  STATE/COUNTY-  MN/MARTIN
 OP0301  COUNTRY     -  US
 OP0301  USGS QUAD   -  ALPHA (1970)
 OP0301
 OP0301                         *CURRENT SURVEY CONTROL
 OP0301  ______________________________________________________________________
 OP0301* NAD 83(2007) POSITION- 43 39 11.60599(N) 094 50 40.15736(W)   ADJUSTED  
 OP0301* NAD 83(2007) ELLIP HT-   375.386 (meters)        (02/10/07)   ADJUSTED
 OP0301* NAD 83(2007) EPOCH   -  2002.00
 OP0301* NAVD 88 ORTHO HEIGHT -   403.197  (meters)    1322.82  (feet) ADJUSTED  
 OP0301  ______________________________________________________________________
 OP0301  NAD 83(2007) X  -   -390,371.342 (meters)                     COMP
 OP0301  NAD 83(2007) Y  - -4,605,915.808 (meters)                     COMP
 OP0301  NAD 83(2007) Z  -  4,380,553.823 (meters)                     COMP
 OP0301  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC09
 OP0301  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 OP0301  DYNAMIC HEIGHT  -        403.101 (meters)     1322.51  (feet) COMP
 OP0301  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 OP0301
 OP0301  VERT ORDER      -  SECOND    CLASS I
 OP0301
 OP0301  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0301  Type                                         Horiz  Ellip  Dist(km)
 OP0301  -------------------------------------------------------------------
 OP0301  NETWORK                                       0.80   0.74
 OP0301  -------------------------------------------------------------------
 OP0301  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.77   0.71      1.13
 OP0301  -------------------------------------------------------------------
 OP0301  NOTE: Click here for information on individual local accuracy
 OP0301  values and other accuracy information.
 OP0301
 OP0301
 OP0301.The horizontal coordinates were established by GPS observations
 OP0301.and adjusted by the National Geodetic Survey in February 2007.
 OP0301
 OP0301.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0301.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0301
 OP0301.The horizontal coordinates are valid at the epoch date displayed above
 OP0301.which is a decimal equivalence of Year/Month/Day.
 OP0301
 OP0301.The orthometric height was determined by differential leveling and
 OP0301.adjusted in June 1991.
 OP0301
 OP0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0301
 OP0301.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0301
 OP0301.The ellipsoidal height was determined by GPS observations
 OP0301.and is referenced to NAD 83.
 OP0301
 OP0301.The dynamic height is computed by dividing the NAVD 88
 OP0301.geopotential number by the normal gravity value computed on the
 OP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0301.degrees latitude (g = 980.6199 gals.).
 OP0301
 OP0301.The modeled gravity was interpolated from observed gravity values.
 OP0301
 OP0301. The following values were computed from the NAD 83(2007) position.
 OP0301
 OP0301;                    North         East     Units Scale Factor Converg.
 OP0301;SPC MN S     -   172,934.335   731,872.683   MT  1.00003073   -0 35 30.9
 OP0301;SPC MN S     -   567,368.73  2,401,152.29   sFT  1.00003073   -0 35 30.9
 OP0301;UTM  15      - 4,835,011.310   351,259.968   MT  0.99987213   -1 16 24.5
 OP0301
 OP0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0301!SPC MN S     -   0.99994114  x   1.00003073  =   0.99997187
 OP0301!UTM  15      -   0.99994114  x   0.99987213  =   0.99981328
 OP0301
 OP0301                          SUPERSEDED SURVEY CONTROL
 OP0301
 OP0301  NAD 83(1996)-  43 39 11.60511(N)    094 50 40.15675(W) AD(       ) 1
 OP0301  ELLIP H (02/05/03)  375.425  (m)                       GP(       ) 3 2
 OP0301  NAVD 88 (02/05/03)  403.20   (m)         1322.8    (f) LEVELING    3  
 OP0301  NGVD 29 (??/??/92)  403.087  (m)         1322.46   (f) ADJ UNCH    2 1
 OP0301
 OP0301.Superseded values are not recommended for survey control.
 OP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0301.See file dsdata.txt to determine how the superseded data were derived.
 OP0301
 OP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ5125935011(NAD 83)
 OP0301
 OP0301_MARKER: DB = BENCH MARK DISK
 OP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0301_STAMPING: 4680 A 1963
 OP0301_MARK LOGO: MNDT  
 OP0301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0301+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1999
 OP0301
 OP0301  HISTORY     - Date     Condition        Report By
 OP0301  HISTORY     - 1963     MONUMENTED       MNDT
 OP0301  HISTORY     - 1975     GOOD             MNDT
 OP0301  HISTORY     - 19990126 GOOD             MNDT
 OP0301
 OP0301                          STATION DESCRIPTION
 OP0301
 OP0301'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0301'1.7 MI NW FROM ALPHA.
 OP0301'THE MARK IS LOCATED 1.5 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0301'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 5.7 MILES
 OP0301'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0301'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS AT FAI 90 MILEPOINT
 OP0301'81.45 AND IS 0.5 MILE EAST OF THE MARTIN-JACKSON COUNTY LINE.  IT IS
 OP0301'93.3 FEET NORTH OF AND ABOUT 8 FEET LOWER THAN THE WESTBOUND
 OP0301'CENTERLINE OF FAI 90 AT STATION 26+ 81, 4.8 FEET SOUTH OF THE NORTH
 OP0301'RIGHT-OF-WAY FENCE, AND 13.5 FEET WEST OF THE EXTENTION OF A FENCE
 OP0301'LINE NORTH.  THE MARK IS SET IN THE TOP OF A PRECAST-CONCRETE MONUMENT
 OP0301'(MAGNETIC THAT IS BURIED 4 INCHES BELOW THE SURFACE OF THE GROUND. IT
 OP0301'IS 0.5 FOOT SOUTH OF A STEEL WITNESS POST.  SW 1/4 SECTION 7, T 102N,
 OP0301'R 33W.
 OP0301
 OP0301                          STATION RECOVERY (1999)
 OP0301
 OP0301'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (TJA)
 OP0301'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0103 ***********************************************************************
 OP0103  DESIGNATION -  4680 AB
 OP0103  PID         -  OP0103
 OP0103  STATE/COUNTY-  MN/MARTIN
 OP0103  COUNTRY     -  US
 OP0103  USGS QUAD   -  FAIRMONT (1992)
 OP0103
 OP0103                         *CURRENT SURVEY CONTROL
 OP0103  ______________________________________________________________________
 OP0103* NAD 83(1996) POSITION- 43 40 43.72649(N) 094 27 43.68606(W)   NO CHECK  
 OP0103* NAVD 88 ORTHO HEIGHT -   361.364  (meters)    1185.58  (feet) ADJUSTED  
 OP0103  ______________________________________________________________________
 OP0103  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC09
 OP0103  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 OP0103  DYNAMIC HEIGHT  -        361.289 (meters)     1185.33  (feet) COMP
 OP0103  MODELED GRAVITY -    980,400.0   (mgal)                       NAVD 88
 OP0103
 OP0103  HORZ ORDER      -  THIRD
 OP0103  VERT ORDER      -  SECOND    CLASS I
 OP0103
 OP0103.The horizontal coordinates were established by classical geodetic methods
 OP0103.and adjusted by the National Geodetic Survey in March 1999.
 OP0103.
 OP0103.No horizontal observational check was made to the station.
 OP0103.
 OP0103.The orthometric height was determined by differential leveling and
 OP0103.adjusted in June 1991.
 OP0103
 OP0103.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0103
 OP0103.The dynamic height is computed by dividing the NAVD 88
 OP0103.geopotential number by the normal gravity value computed on the
 OP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0103.degrees latitude (g = 980.6199 gals.).
 OP0103
 OP0103.The modeled gravity was interpolated from observed gravity values.
 OP0103
 OP0103. The following values were computed from the NAD 83(1996) position.
 OP0103
 OP0103;                    North         East     Units Scale Factor Converg.
 OP0103;SPC MN S     -   175,530.928   762,733.833   MT  1.00002429   -0 19 26.1
 OP0103;SPC MN S     -   575,887.72  2,502,402.58   sFT  1.00002429   -0 19 26.1
 OP0103;UTM  15      - 4,837,238.964   382,143.484   MT  0.99977085   -1 00 35.6
 OP0103
 OP0103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0103!SPC MN S     -   0.99994773  x   1.00002429  =   0.99997202
 OP0103!UTM  15      -   0.99994773  x   0.99977085  =   0.99971859
 OP0103
 OP0103                          SUPERSEDED SURVEY CONTROL
 OP0103
 OP0103  NAD 83(1986)-  43 40 43.71603(N)    094 27 43.68826(W) AD(       ) 3
 OP0103  NAD 27      -  43 40 43.87328(N)    094 27 42.77654(W) AD(       ) 3
 OP0103  NGVD 29 (??/??/92)  361.300  (m)         1185.37   (f) ADJ UNCH    2 1
 OP0103
 OP0103.Superseded values are not recommended for survey control.
 OP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0103.See file dsdata.txt to determine how the superseded data were derived.
 OP0103
 OP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8214337238(NAD 83)
 OP0103
 OP0103_MARKER: DB = BENCH MARK DISK
 OP0103_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0103_SP_SET: BRIDGE ABUTMENT
 OP0103_STAMPING: 4680 AB 1974
 OP0103_MARK LOGO: MNDT  
 OP0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0103
 OP0103  HISTORY     - Date     Condition        Report By
 OP0103  HISTORY     - 1974     MONUMENTED       MNDT
 OP0103  HISTORY     - 1975     GOOD             MNDT
 OP0103  HISTORY     - 1980     GOOD             MNDT
 OP0103
 OP0103                          STATION DESCRIPTION
 OP0103
 OP0103'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0103'1.95 MI NNW FROM FAIRMONT.
 OP0103'THE MARK IS LOCATED 0.7 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0103'FAI 90 AND TRUNK HIGHWAY 15 (1.9 MILES NORTH ALONG TRUNK HIGHWAY 15
 OP0103'FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 IN FAIRMONT).  IT IS AT
 OP0103'FAI 90 MILEPOINT 104.05.  IT IS 20.9 FEET EAST OF THE CENTER OF COUNTY
 OP0103'ROAD 59.  THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE
 OP0103'NUMBER 46829 (COUNTY ROAD 59 OVER FAI 90).  SW 1/4 SECTION 32, T 103N,
 OP0103'R 30W.
 OP0103
 OP0103                          STATION RECOVERY (1980)
 OP0103
 OP0103'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0103'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN HGZ LINE
 OP0103'23925 AND IS LOCATED ABOUT 0.7 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP0103'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 NORTH OF FAIRMONT AND IS NEAR
 OP0103'HIGHWAY 90 MILE POINT 101.4 IN THE SW 1/4 OF SECTION 32, T103N, R30W.
 OP0103'THE MARK IS 21 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF A
 OP0103'TOWNSHIP ROAD IN THE ABUTMENT IN THE SOUTHEAST CORNER OF BRIDGE
 OP0103'NUMBER 46829 CARRYING THE TOWNSHIP ROAD OVER HIGHWAY 90.  THE MARK, A
 OP0103'STANDARD MNHD BENCH MARK DISK STAMPED---4680 AB 1974---, IS CEMENTED
 OP0103'IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0099 ***********************************************************************
 OP0099  DESIGNATION -  4680 AC
 OP0099  PID         -  OP0099
 OP0099  STATE/COUNTY-  MN/MARTIN
 OP0099  COUNTRY     -  US
 OP0099  USGS QUAD   -  FAIRMONT (1992)
 OP0099
 OP0099                         *CURRENT SURVEY CONTROL
 OP0099  ______________________________________________________________________
 OP0099* NAD 83(1986) POSITION- 43 40 42.     (N) 094 27 01.     (W)   SCALED    
 OP0099* NAVD 88 ORTHO HEIGHT -   364.064  (meters)    1194.43  (feet) ADJUSTED  
 OP0099  ______________________________________________________________________
 OP0099  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 OP0099  DYNAMIC HEIGHT  -        363.989 (meters)     1194.19  (feet) COMP
 OP0099  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 OP0099
 OP0099  VERT ORDER      -  SECOND    CLASS 0
 OP0099
 OP0099.The horizontal coordinates were scaled from a topographic map and have
 OP0099.an estimated accuracy of +/- 6 seconds.
 OP0099.
 OP0099.The orthometric height was determined by differential leveling and
 OP0099.adjusted in June 1991.
 OP0099
 OP0099.The dynamic height is computed by dividing the NAVD 88
 OP0099.geopotential number by the normal gravity value computed on the
 OP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0099.degrees latitude (g = 980.6199 gals.).
 OP0099
 OP0099.The modeled gravity was interpolated from observed gravity values.
 OP0099
 OP0099;                    North         East    Units  Estimated Accuracy
 OP0099;SPC MN S     -   175,470.      763,690.      MT  (+/- 180 meters Scaled)
 OP0099
 OP0099                          SUPERSEDED SURVEY CONTROL
 OP0099
 OP0099  NGVD 29 (??/??/92)  364.002  (m)         1194.23   (f) ADJ UNCH    2 0
 OP0099
 OP0099.Superseded values are not recommended for survey control.
 OP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0099.See file dsdata.txt to determine how the superseded data were derived.
 OP0099
 OP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ830371(NAD 83)
 OP0099
 OP0099_MARKER: DB = BENCH MARK DISK
 OP0099_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0099_SP_SET: BRIDGE ABUTMENT
 OP0099_STAMPING: 4680 AC 1974
 OP0099_MARK LOGO: MNDT  
 OP0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0099
 OP0099  HISTORY     - Date     Condition        Report By
 OP0099  HISTORY     - 1974     MONUMENTED       MNDT
 OP0099  HISTORY     - 1975     GOOD             MNDT
 OP0099  HISTORY     - 1980     GOOD             MNDT
 OP0099
 OP0099                          STATION DESCRIPTION
 OP0099
 OP0099'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0099'1.9 MI N FROM FAIRMONT.
 OP0099'THE MARK IS LOCATED 0.1 MILE WEST ALONG FAI FROM THE JUNCTION OF FAI
 OP0099'90 AND TRUNK HIGHWAY 15.  WHICH IS 1.9 MILES NORTH ALONG TRUNK HIGHWAY
 OP0099'15 (STATE STREET) FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 (BLUE
 OP0099'EARTH AVENUE).  IT IS AT FAI MILEPOINT 104.65.  IT IS 26.4 FEET SOUTH
 OP0099'OF AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE CENTERLINE OF THE
 OP0099'EAST-BOUND LANE OF FAI 90.  THE MARK IS SET IN A DRILL HOLE IN THE
 OP0099'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 46818 (FAI 90 EAST-BOUND
 OP0099'LANE OVER THE CHICAGO AND NORTHWESTERN RAILROAD).  SE 1/4, SEC 32, T
 OP0099'103N, R 30W.
 OP0099
 OP0099                          STATION RECOVERY (1980)
 OP0099
 OP0099'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0099'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN HGZ LINE
 OP0099'23925 AND IS LOCATED 1.9 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM ITS
 OP0099'JUNCTION WITH COUNTY ROAD 26 IN FAIRMONT, THENCE 0.05 MILE WEST ALONG
 OP0099'INTERSTATE HIGHWAY 90 IN THE SOUTHEAST 1/4 OF SECTION 32, T103N,
 OP0099'R30W.  THE MARK IS 25.8 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OP0099'EASTBOUND CENTERLINE OF HIGHWAY 90.  THE MARK, A STANDARD MNHD BENCH
 OP0099'MARK DISK STAMPED---4680 AC 1974---, IS SET IN THE SOUTHEAST CORNER
 OP0099'OF BRIDGE NUMBER 46818, HIGHWAY 90 OVER THE CHICAGO-NORTHWESTERN
 OP0099'RAILWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0098 ***********************************************************************
 OP0098  DESIGNATION -  4680 AC 1
 OP0098  PID         -  OP0098
 OP0098  STATE/COUNTY-  MN/MARTIN
 OP0098  COUNTRY     -  US
 OP0098  USGS QUAD   -  FAIRMONT (1992)
 OP0098
 OP0098                         *CURRENT SURVEY CONTROL
 OP0098  ______________________________________________________________________
 OP0098* NAD 83(1986) POSITION- 43 40 42.     (N) 094 26 49.     (W)   SCALED    
 OP0098* NAVD 88 ORTHO HEIGHT -   362.707  (meters)    1189.98  (feet) ADJUSTED  
 OP0098  ______________________________________________________________________
 OP0098  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 OP0098  DYNAMIC HEIGHT  -        362.632 (meters)     1189.74  (feet) COMP
 OP0098  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 OP0098
 OP0098  VERT ORDER      -  FIRST     CLASS II
 OP0098
 OP0098.The horizontal coordinates were scaled from a topographic map and have
 OP0098.an estimated accuracy of +/- 6 seconds.
 OP0098.
 OP0098.The orthometric height was determined by differential leveling and
 OP0098.adjusted in June 1991.
 OP0098
 OP0098.The dynamic height is computed by dividing the NAVD 88
 OP0098.geopotential number by the normal gravity value computed on the
 OP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0098.degrees latitude (g = 980.6199 gals.).
 OP0098
 OP0098.The modeled gravity was interpolated from observed gravity values.
 OP0098
 OP0098;                    North         East    Units  Estimated Accuracy
 OP0098;SPC MN S     -   175,470.      763,960.      MT  (+/- 180 meters Scaled)
 OP0098
 OP0098                          SUPERSEDED SURVEY CONTROL
 OP0098
 OP0098  NGVD 29 (??/??/92)  362.647  (m)         1189.78   (f) ADJ UNCH    1 2
 OP0098
 OP0098.Superseded values are not recommended for survey control.
 OP0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0098.See file dsdata.txt to determine how the superseded data were derived.
 OP0098
 OP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ833371(NAD 83)
 OP0098
 OP0098_MARKER: DB = BENCH MARK DISK
 OP0098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0098_SP_SET: ABUTMENT
 OP0098_STAMPING: 4680 AC 1 1975
 OP0098_MARK LOGO: MNDT  
 OP0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0098+STABILITY: POSITION/ELEVATION WELL
 OP0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0098+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 OP0098
 OP0098  HISTORY     - Date     Condition        Report By
 OP0098  HISTORY     - 1975     MONUMENTED       MNDT
 OP0098  HISTORY     - 1975     GOOD             MNDT
 OP0098  HISTORY     - 1980     GOOD             MNDT
 OP0098  HISTORY     - 19900823 GOOD             NGS
 OP0098
 OP0098                          STATION DESCRIPTION
 OP0098
 OP0098'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0098'1.9 MI N FROM FAIRMONT.
 OP0098'THE MARK IS LOCATED 1.9 MILES NORTH ALONG TRUNK HIGHWAY 15 (STATE
 OP0098'STREET) FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 (BLUE EARTH
 OP0098'AVENUE) IN FAIRMONT.  IT IS AT THE JUNCTION OF TRUNK HIGHWAY 15 AND
 OP0098'FAI 90.  IT IS 43.5 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN THE
 OP0098'CENTERLINE OF THE EAST-BOUND LANE OF FAI 90.  THE MARK IS SET IN A
 OP0098'DRILL HOLE IN THE SOUTHEAST CORNER (RAILING BASE) OF BRIDGE NUMBER
 OP0098'46834 (EAST-BOUND FAI 90 OVER TRUNK HIGHWAY 15).  SW 1/4, SEC 33, T
 OP0098'103N, R 30W.
 OP0098
 OP0098                          STATION RECOVERY (1980)
 OP0098
 OP0098'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0098'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN HGZ LINE
 OP0098'23925 AND IS LOCATED 1.9 MILES NORTH ALONG TRUNK HIGHWAY 15 FROM ITS
 OP0098'JUNCTION WITH COUNTY ROAD 26 IN FAIRMONT AND ITS JUNCTION WITH
 OP0098'INTERSTATE HIGHWAY 90 IN THE SOUTHEAST 1/4 OF SECTION 33, T103N,
 OP0098'R30W.  THE MARK IS 42.4 FEET SOUTH OF AND ABOUT 3 FEET HIGHER THAN
 OP0098'THE CENTERLINE OF EASTBOUND HIGHWAY 90 AND 8.8 FEET WEST OF THE EAST
 OP0098'END OF THE SOUTH CONCRETE RAILING BASE.  THE MARK, A STANDARD MNHD
 OP0098'BENCH MARK DISK STAMPED---4680 AC 1 1975---, IS SET IN THE SOUTHEAST
 OP0098'CORNER OF BRIDGE NUMBER 46834 HIGHWAY 90 OVER TRUNK HIGHWAY 15.
 OP0098
 OP0098                          STATION RECOVERY (1990)
 OP0098
 OP0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0098'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 OP0098'WITH BLUE EARTH AVENUE IN FAIRMONT, IN TOP OF AND 2.7 M (8.9 FT) WEST
 OP0098'OF THE EAST END OF THE EAST CONCRETE ABUTMENT GUARDRAIL OF INTERSTATE
 OP0098'HIGHWAY 90 OVERPASS OF THE HIGHWAY (EXIT 102), 13.0 M (42.7 FT) SOUTH
 OP0098'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 0.8 M
 OP0098'(2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0102 ***********************************************************************
 OP0102  DESIGNATION -  4680 AE
 OP0102  PID         -  OP0102
 OP0102  STATE/COUNTY-  MN/MARTIN
 OP0102  COUNTRY     -  US
 OP0102  USGS QUAD   -  FAIRMONT (1992)
 OP0102
 OP0102                         *CURRENT SURVEY CONTROL
 OP0102  ______________________________________________________________________
 OP0102* NAD 83(1986) POSITION- 43 40 42.     (N) 094 28 37.     (W)   SCALED    
 OP0102* NAVD 88 ORTHO HEIGHT -   356.766  (meters)    1170.49  (feet) ADJUSTED  
 OP0102  ______________________________________________________________________
 OP0102  GEOID HEIGHT    -        -27.99  (meters)                     GEOID09
 OP0102  DYNAMIC HEIGHT  -        356.691 (meters)     1170.24  (feet) COMP
 OP0102  MODELED GRAVITY -    980,399.1   (mgal)                       NAVD 88
 OP0102
 OP0102  VERT ORDER      -  FIRST     CLASS II
 OP0102
 OP0102.The horizontal coordinates were scaled from a topographic map and have
 OP0102.an estimated accuracy of +/- 6 seconds.
 OP0102.
 OP0102.The orthometric height was determined by differential leveling and
 OP0102.adjusted in June 1991.
 OP0102
 OP0102.The dynamic height is computed by dividing the NAVD 88
 OP0102.geopotential number by the normal gravity value computed on the
 OP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0102.degrees latitude (g = 980.6199 gals.).
 OP0102
 OP0102.The modeled gravity was interpolated from observed gravity values.
 OP0102
 OP0102;                    North         East    Units  Estimated Accuracy
 OP0102;SPC MN S     -   175,490.      761,540.      MT  (+/- 180 meters Scaled)
 OP0102
 OP0102                          SUPERSEDED SURVEY CONTROL
 OP0102
 OP0102  NGVD 29 (??/??/92)  356.697  (m)         1170.26   (f) ADJ UNCH    1 2
 OP0102
 OP0102.Superseded values are not recommended for survey control.
 OP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0102.See file dsdata.txt to determine how the superseded data were derived.
 OP0102
 OP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ809372(NAD 83)
 OP0102
 OP0102_MARKER: DD = SURVEY DISK
 OP0102_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OP0102+WITH SETTING: INFORMATION.
 OP0102_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP0102_STAMPING: 4680 AE 1974
 OP0102_MARK LOGO: MNDT  
 OP0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0102+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 OP0102
 OP0102  HISTORY     - Date     Condition        Report By
 OP0102  HISTORY     - 1974     MONUMENTED       MNDT
 OP0102  HISTORY     - 1975     GOOD             MNDT
 OP0102  HISTORY     - 19900823 GOOD             NGS
 OP0102
 OP0102                          STATION DESCRIPTION
 OP0102
 OP0102'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0102'2.4 MI NW FROM FAIRMONT.
 OP0102'THE MARK IS LOCATED 1.5 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0102'FAI 90 AND TRUNK HIGHWAY 15 (1.9 MILES NORTH ALONG TRUNK HIGHWAY 15
 OP0102'FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 IN FAIRMONT).  IT IS AT
 OP0102'FAI 90 MILEPOINT 103.25.  IT IS 102.0 FEET SOUTH OF AND ABOUT 2 FEET
 OP0102'HIGHER THAN THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90, 67.0 FEET
 OP0102'WEST OF THE NORTHWEST CORNER OF THE FAIRVIEW MEMORIAL PARK CEMETERY
 OP0102'(FENCE CORNER), 3.0 FEET WEST OF A POWER POLE ON A NORTH-SOUTH POWER
 OP0102'POLE LINE, AND 4.5 FEET SOUTH OF A FENCE POST BM. THE MARK A STANDARD
 OP0102'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) IS
 OP0102'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OP0102'STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 4.3 FEET SOUTH OF A
 OP0102'STEEL WITNESS POST.  SE 1/4 SECTION 31, T 103N, R 30W.
 OP0102
 OP0102                          STATION RECOVERY (1990)
 OP0102
 OP0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0102'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 OP0102'WITH BLUE EARTH AVENUE IN FAIRMONT, THENCE 2.4 KM (1.5 MI) WESTERLY
 OP0102'ALONG INTERSTATE HIGHWAY 90, 31.3 M (102.7 FT) SOUTH OF THE
 OP0102'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 24.6 M (80.7 FT)
 OP0102'EAST-SOUTHEAST OF THE SOUTH LEG OF A HIGHWAY INFORMATION SIGN, 12.1 M
 OP0102'(39.7 FT) WEST OF THE CENTER OF AN ABANDONED ROAD, 1.25 M (4.10 FT)
 OP0102'SOUTH OF A FENCE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 OP0102'0.15 M (0.49 FT) WEST OF A WITNESS POST.  NOTE--THE ROD IS ENCASED IN
 OP0102'A 5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  THE ROD
 OP0102'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0101 ***********************************************************************
 OP0101  DESIGNATION -  4680 AF
 OP0101  PID         -  OP0101
 OP0101  STATE/COUNTY-  MN/MARTIN
 OP0101  COUNTRY     -  US
 OP0101  USGS QUAD   -  FAIRMONT (1992)
 OP0101
 OP0101                         *CURRENT SURVEY CONTROL
 OP0101  ______________________________________________________________________
 OP0101* NAD 83(1986) POSITION- 43 40 48.     (N) 094 29 31.     (W)   SCALED    
 OP0101* NAVD 88 ORTHO HEIGHT -   360.628  (meters)    1183.16  (feet) ADJUSTED  
 OP0101  ______________________________________________________________________
 OP0101  GEOID HEIGHT    -        -27.98  (meters)                     GEOID09
 OP0101  DYNAMIC HEIGHT  -        360.552 (meters)     1182.91  (feet) COMP
 OP0101  MODELED GRAVITY -    980,398.3   (mgal)                       NAVD 88
 OP0101
 OP0101  VERT ORDER      -  FIRST     CLASS II
 OP0101
 OP0101.The horizontal coordinates were scaled from a topographic map and have
 OP0101.an estimated accuracy of +/- 6 seconds.
 OP0101.
 OP0101.The orthometric height was determined by differential leveling and
 OP0101.adjusted in June 1991.
 OP0101
 OP0101.WARNING-Repeat measurements at this control monument indicate possible
 OP0101.vertical movement.
 OP0101
 OP0101.The dynamic height is computed by dividing the NAVD 88
 OP0101.geopotential number by the normal gravity value computed on the
 OP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0101.degrees latitude (g = 980.6199 gals.).
 OP0101
 OP0101.The modeled gravity was interpolated from observed gravity values.
 OP0101
 OP0101;                    North         East    Units  Estimated Accuracy
 OP0101;SPC MN S     -   175,680.      760,330.      MT  (+/- 180 meters Scaled)
 OP0101
 OP0101                          SUPERSEDED SURVEY CONTROL
 OP0101
 OP0101  NGVD 29 (??/??/92)  360.566  (m)         1182.96   (f) ADJ UNCH    1 2
 OP0101
 OP0101.Superseded values are not recommended for survey control.
 OP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0101.See file dsdata.txt to determine how the superseded data were derived.
 OP0101
 OP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ797374(NAD 83)
 OP0101
 OP0101_MARKER: DD = SURVEY DISK
 OP0101_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0101_SP_SET: ABUTMENT
 OP0101_STAMPING: 4680 AF 1974
 OP0101_MARK LOGO: MNDT  
 OP0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0101+STABILITY: POSITION/ELEVATION WELL
 OP0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0101+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 OP0101
 OP0101  HISTORY     - Date     Condition        Report By
 OP0101  HISTORY     - UNK      MONUMENTED       MNDT
 OP0101  HISTORY     - 1975     GOOD             MNDT
 OP0101  HISTORY     - 19900823 GOOD             NGS
 OP0101
 OP0101                          STATION DESCRIPTION
 OP0101
 OP0101'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0101'3.0 MI NW FROM FAIRMONT.
 OP0101'THE MARK IS LOCATED 2.25 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0101'FAI 90 AND TRUNK HIGHWAY 15 (1.9 MILES NORTH ALONG TRUNK HIGHWAY 15
 OP0101'FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 IN FAIRMONT).  IT IS AT
 OP0101'FAI MILEPOINT 102.5.  IT IS 26.2 FEET EAST OF AND ABOUT 0.5 FOOT
 OP0101'HIGHER THAN THE CENTERLINE OF COUNTY ROAD 14.  THE MARK IS SET IN THE
 OP0101'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 46814 (COUNTY ROAD 14
 OP0101'OVER FAI 90).  SW 1/4 SECTION 31, T 103N, R 30W.
 OP0101
 OP0101                          STATION RECOVERY (1990)
 OP0101
 OP0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0101'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 OP0101'WITH BLUE EARTH AVENUE IN FAIRMONT, THENCE 3.6 KM (2.2 MI) WESTERLY
 OP0101'ALONG INTERSTATE HIGHWAY 90, IN TOP OF AND 3.8 M (12.5 FT) WEST OF
 OP0101'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF COUNTY ROAD 39
 OP0101'OVERPASS OF THE HIGHWAY, 35.8 M (117.5 FT) SOUTH OF THE CENTERLINE OF
 OP0101'THE EASTBOUND LANES OF THE HIGHWAY, AND 7.9 M (25.9 FT) EAST OF AND
 OP0101'LEVEL WITH THE ROAD CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0337 ***********************************************************************
 OP0337  DESIGNATION -  4680 AG
 OP0337  PID         -  OP0337
 OP0337  STATE/COUNTY-  MN/MARTIN
 OP0337  COUNTRY     -  US
 OP0337  USGS QUAD   -  WELCOME (1970)
 OP0337
 OP0337                         *CURRENT SURVEY CONTROL
 OP0337  ______________________________________________________________________
 OP0337* NAD 83(1986) POSITION- 43 40 48.     (N) 094 30 49.     (W)   SCALED    
 OP0337* NAVD 88 ORTHO HEIGHT -   357.361  (meters)    1172.44  (feet) ADJUSTED  
 OP0337  ______________________________________________________________________
 OP0337  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 OP0337  DYNAMIC HEIGHT  -        357.287 (meters)     1172.20  (feet) COMP
 OP0337  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 OP0337
 OP0337  VERT ORDER      -  FIRST     CLASS II
 OP0337
 OP0337.The horizontal coordinates were scaled from a topographic map and have
 OP0337.an estimated accuracy of +/- 6 seconds.
 OP0337.
 OP0337.The orthometric height was determined by differential leveling and
 OP0337.adjusted in June 1991.
 OP0337
 OP0337.The dynamic height is computed by dividing the NAVD 88
 OP0337.geopotential number by the normal gravity value computed on the
 OP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0337.degrees latitude (g = 980.6199 gals.).
 OP0337
 OP0337.The modeled gravity was interpolated from observed gravity values.
 OP0337
 OP0337;                    North         East    Units  Estimated Accuracy
 OP0337;SPC MN S     -   175,690.      758,580.      MT  (+/- 180 meters Scaled)
 OP0337
 OP0337                          SUPERSEDED SURVEY CONTROL
 OP0337
 OP0337  NGVD 29 (??/??/92)  357.294  (m)         1172.22   (f) ADJ UNCH    1 2
 OP0337
 OP0337.Superseded values are not recommended for survey control.
 OP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0337.See file dsdata.txt to determine how the superseded data were derived.
 OP0337
 OP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ779374(NAD 83)
 OP0337
 OP0337_MARKER: DD = SURVEY DISK
 OP0337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP0337_SP_SET: WINGWALL
 OP0337_STAMPING: 4680 AG 1974
 OP0337_MARK LOGO: MNDT  
 OP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0337+STABILITY: SURFACE MOTION
 OP0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0337+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1990
 OP0337
 OP0337  HISTORY     - Date     Condition        Report By
 OP0337  HISTORY     - 1974     MONUMENTED       MNDT
 OP0337  HISTORY     - 1975     GOOD             MNDT
 OP0337  HISTORY     - 19900823 GOOD             NGS
 OP0337
 OP0337                          STATION DESCRIPTION
 OP0337
 OP0337'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0337'3.9 MI NW FROM FAIRMONT.
 OP0337'THE MARK IS LOCATED 3.3 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0337'FAI 90 AND TRUNK HIGHWAY 15 (1.9 MILE NORTH ALONG TRUNK HIGHWAY 15
 OP0337'FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 IN FAIRMONT).  IT IS
 OP0337'ALSO 5.1 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK
 OP0337'HIGHWAY 263.  IT IS AT FAI 90 MILEPOINT 101.4.  IT IS 26.7 FEET SOUTH
 OP0337'OF THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90.  THE MARK IS SET
 OP0337'IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 46816 (EAST-BOUND
 OP0337'FAI 90 OVER LILY CREEK).  SE 1/4 SECTION 35, T 103N, R 31W.
 OP0337
 OP0337                          STATION RECOVERY (1990)
 OP0337
 OP0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0337'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 OP0337'WITH BLUE EARTH AVENUE IN FAIRMONT, THENCE 5.3 KM (3.3 MI) WESTERLY
 OP0337'ALONG INTERSTATE HIGHWAY 90, IN TOP OF AND 2.6 M (8.5 FT) NORTH OF
 OP0337'THE SOUTH END OF THE WINGWALL OF A HIGHWAY BRIDGE SPANNING LILY
 OP0337'CREEK, AND 8.0 M (26.2 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF
 OP0337'THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0334 ***********************************************************************
 OP0334  DESIGNATION -  4680 AH
 OP0334  PID         -  OP0334
 OP0334  STATE/COUNTY-  MN/MARTIN
 OP0334  COUNTRY     -  US
 OP0334  USGS QUAD   -  WELCOME (1970)
 OP0334
 OP0334                         *CURRENT SURVEY CONTROL
 OP0334  ______________________________________________________________________
 OP0334* NAD 83(1986) POSITION- 43 40 48.     (N) 094 33 07.     (W)   SCALED    
 OP0334* NAVD 88 ORTHO HEIGHT -   379.408  (meters)    1244.77  (feet) ADJUSTED  
 OP0334  ______________________________________________________________________
 OP0334  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP0334  DYNAMIC HEIGHT  -        379.328 (meters)     1244.51  (feet) COMP
 OP0334  MODELED GRAVITY -    980,397.4   (mgal)                       NAVD 88
 OP0334
 OP0334  VERT ORDER      -  FIRST     CLASS II
 OP0334
 OP0334.The horizontal coordinates were scaled from a topographic map and have
 OP0334.an estimated accuracy of +/- 6 seconds.
 OP0334.
 OP0334.The orthometric height was determined by differential leveling and
 OP0334.adjusted in June 1991.
 OP0334
 OP0334.WARNING-Repeat measurements at this control monument indicate possible
 OP0334.vertical movement.
 OP0334
 OP0334.The dynamic height is computed by dividing the NAVD 88
 OP0334.geopotential number by the normal gravity value computed on the
 OP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0334.degrees latitude (g = 980.6199 gals.).
 OP0334
 OP0334.The modeled gravity was interpolated from observed gravity values.
 OP0334
 OP0334;                    North         East    Units  Estimated Accuracy
 OP0334;SPC MN S     -   175,710.      755,490.      MT  (+/- 180 meters Scaled)
 OP0334
 OP0334                          SUPERSEDED SURVEY CONTROL
 OP0334
 OP0334  NGVD 29 (??/??/92)  379.350  (m)         1244.58   (f) ADJ UNCH    1 2
 OP0334
 OP0334.Superseded values are not recommended for survey control.
 OP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0334.See file dsdata.txt to determine how the superseded data were derived.
 OP0334
 OP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ749375(NAD 83)
 OP0334
 OP0334_MARKER: DD = SURVEY DISK
 OP0334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0334_SP_SET: ABUTMENT
 OP0334_STAMPING: 4880 AH 1974
 OP0334_MARK LOGO: MNDT  
 OP0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0334+STABILITY: POSITION/ELEVATION WELL
 OP0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0334+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1990
 OP0334
 OP0334  HISTORY     - Date     Condition        Report By
 OP0334  HISTORY     - UNK      MONUMENTED       MNDT
 OP0334  HISTORY     - 1975     GOOD             MNDT
 OP0334  HISTORY     - 19900822 GOOD             NGS
 OP0334
 OP0334                          STATION DESCRIPTION
 OP0334
 OP0334'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0334'3.5 MI NE FROM WELCOME.
 OP0334'THE MARK IS LOCATED 3.2 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0334'FAI 90 AND TRUNK HIGHWAY 263 (1.45 MILE NORTH ALONG TRUNK HIGHWAY 263
 OP0334'FROM THE JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE
 OP0334'OF WELCOME).  IT IS ALSO 5.2 MILES WEST OF THE JUNCTION OF FAI 90 AND
 OP0334'TRUNK HIGHWAY 15 AT FAIRMONT.  IT IS AT FAI 90 MILEPOINT 99.45.  IT IS
 OP0334'19.1 FEET EAST OF AND 0.5 FOOT ABOVE THE LEVEL OF COUNTY ROAD 17. THE
 OP0334'MARK IS SET IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 46813, COUNTY
 OP0334'ROAD 17 OVER FAI 90.  SW 1/4 SECTION 34, T 103N, R 31W.
 OP0334
 OP0334                          STATION RECOVERY (1990)
 OP0334
 OP0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0334'5.1 KM (3.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OP0334'JUNCTION WITH STATE HIGHWAY 263 IN WELCOME, IN TOP OF AND 2.2 M (7.2
 OP0334'FT) NORTHWEST OF THE SOUTHEAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OP0334'COUNTY ROAD 130 OVERPASS (NUMBER 46813) OF THE HIGHWAY, 29.6 M (97.1
 OP0334'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OP0334'AND 5.8 M (19.0 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0326 ***********************************************************************
 OP0326  DESIGNATION -  4680 AJ
 OP0326  PID         -  OP0326
 OP0326  STATE/COUNTY-  MN/MARTIN
 OP0326  COUNTRY     -  US
 OP0326  USGS QUAD   -  WELCOME (1970)
 OP0326
 OP0326                         *CURRENT SURVEY CONTROL
 OP0326  ______________________________________________________________________
 OP0326* NAD 83(1986) POSITION- 43 40 54.     (N) 094 36 55.     (W)   SCALED    
 OP0326* NAVD 88 ORTHO HEIGHT -   370.583  (meters)    1215.82  (feet) ADJUSTED  
 OP0326  ______________________________________________________________________
 OP0326  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 OP0326  DYNAMIC HEIGHT  -        370.502 (meters)     1215.56  (feet) COMP
 OP0326  MODELED GRAVITY -    980,390.6   (mgal)                       NAVD 88
 OP0326
 OP0326  VERT ORDER      -  FIRST     CLASS II
 OP0326
 OP0326.The horizontal coordinates were scaled from a topographic map and have
 OP0326.an estimated accuracy of +/- 6 seconds.
 OP0326.
 OP0326.The orthometric height was determined by differential leveling and
 OP0326.adjusted in June 1991.
 OP0326
 OP0326.The dynamic height is computed by dividing the NAVD 88
 OP0326.geopotential number by the normal gravity value computed on the
 OP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0326.degrees latitude (g = 980.6199 gals.).
 OP0326
 OP0326.The modeled gravity was interpolated from observed gravity values.
 OP0326
 OP0326;                    North         East    Units  Estimated Accuracy
 OP0326;SPC MN S     -   175,930.      750,390.      MT  (+/- 180 meters Scaled)
 OP0326
 OP0326                          SUPERSEDED SURVEY CONTROL
 OP0326
 OP0326  NGVD 29 (??/??/92)  370.507  (m)         1215.57   (f) ADJ UNCH    1 2
 OP0326
 OP0326.Superseded values are not recommended for survey control.
 OP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0326.See file dsdata.txt to determine how the superseded data were derived.
 OP0326
 OP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ698377(NAD 83)
 OP0326
 OP0326_MARKER: DD = SURVEY DISK
 OP0326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP0326_SP_SET: ABUTMENT
 OP0326_STAMPING: 4680 AJ 1974
 OP0326_MARK LOGO: MNDT  
 OP0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP0326+STABILITY: POSITION/ELEVATION WELL
 OP0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0326+SATELLITE: SATELLITE OBSERVATIONS - August 22, 1990
 OP0326
 OP0326  HISTORY     - Date     Condition        Report By
 OP0326  HISTORY     - 1974     MONUMENTED       MNDT
 OP0326  HISTORY     - 1977     GOOD             MNDT
 OP0326  HISTORY     - 19900822 GOOD             NGS
 OP0326
 OP0326                          STATION DESCRIPTION
 OP0326
 OP0326'DESCRIBED BY MN DEPT OF TRANSP 1977
 OP0326'1.45 MI N FROM WELCOME.
 OP0326'THE BENCH MARK IS LOCATED AT THE JUNCTION OF INTERSTATE 90 AND TH 263
 OP0326'(1.45 MILES NORTH ALONG TH 263 FROM THE JUNCTION OF THS 16 AND 263 AT
 OP0326'THE SOUTHEAST EDGE OF WELCOME).  IT IS AT INTERSTATE 90 MILEPOINT
 OP0326'93.6.  IT IS AT TH 263 MILEPOINT 11.2.  IT IS 26.0 FEET SOUTH OF AND
 OP0326'ABOUT 0.5 FOOT HIGHER THAN THE CENTERLINE OF THE EASTBOUND LANE OF
 OP0326'INTERSTATE 90.  THE BENCH MARK IS SET IN THE SOUTHEAST CORNER
 OP0326'(ABUTMENT) OF BRIDGE NUMBER 46812 (INTERSTATE 90 EASTBOUND OVER TH
 OP0326'263).  SW 1/4, SEC 31, T 103N, R 31W.
 OP0326
 OP0326                          STATION RECOVERY (1990)
 OP0326
 OP0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0326'IN WELCOME, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 OP0326'HIGHWAY 263, IN TOP OF AND 1.6 M (5.2 FT) NORTHWEST OF THE SOUTHEAST
 OP0326'END OF THE EAST CONCRETE ABUTMENT OF THE EASTBOUND INTERSTATE HIGHWAY
 OP0326'OVERPASS OF THE STATE HIGHWAY, 30.6 M (100.4 FT) EAST OF THE
 OP0326'CENTERLINE OF THE STATE HIGHWAY, AND 7.9 M (25.9 FT) SOUTH OF AND
 OP0326'LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE INTERSTATE
 OP0326'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0324 ***********************************************************************
 OP0324  DESIGNATION -  4680 AL
 OP0324  PID         -  OP0324
 OP0324  STATE/COUNTY-  MN/MARTIN
 OP0324  COUNTRY     -  US
 OP0324  USGS QUAD   -  SHERBURN (1970)
 OP0324
 OP0324                         *CURRENT SURVEY CONTROL
 OP0324  ______________________________________________________________________
 OP0324* NAD 83(1986) POSITION- 43 40 12.     (N) 094 38 37.     (W)   SCALED    
 OP0324* NAVD 88 ORTHO HEIGHT -   374.177  (meters)    1227.61  (feet) ADJUSTED  
 OP0324  ______________________________________________________________________
 OP0324  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0324  DYNAMIC HEIGHT  -        374.093 (meters)     1227.34  (feet) COMP
 OP0324  MODELED GRAVITY -    980,385.6   (mgal)                       NAVD 88
 OP0324
 OP0324  VERT ORDER      -  SECOND    CLASS I
 OP0324
 OP0324.The horizontal coordinates were scaled from a topographic map and have
 OP0324.an estimated accuracy of +/- 6 seconds.
 OP0324.
 OP0324.The orthometric height was determined by differential leveling and
 OP0324.adjusted in June 1991.
 OP0324
 OP0324.The dynamic height is computed by dividing the NAVD 88
 OP0324.geopotential number by the normal gravity value computed on the
 OP0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0324.degrees latitude (g = 980.6199 gals.).
 OP0324
 OP0324.The modeled gravity was interpolated from observed gravity values.
 OP0324
 OP0324;                    North         East    Units  Estimated Accuracy
 OP0324;SPC MN S     -   174,650.      748,090.      MT  (+/- 180 meters Scaled)
 OP0324
 OP0324                          SUPERSEDED SURVEY CONTROL
 OP0324
 OP0324  NGVD 29 (??/??/92)  374.093  (m)         1227.34   (f) ADJ UNCH    2 1
 OP0324
 OP0324.Superseded values are not recommended for survey control.
 OP0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0324.See file dsdata.txt to determine how the superseded data were derived.
 OP0324
 OP0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ674365(NAD 83)
 OP0324
 OP0324_MARKER: DD = SURVEY DISK
 OP0324_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0324_SP_SET: BRIDGE
 OP0324_STAMPING: 4680 AL 1975
 OP0324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0324
 OP0324  HISTORY     - Date     Condition        Report By
 OP0324  HISTORY     - 1975     MONUMENTED       MNDT
 OP0324  HISTORY     - 1977     GOOD             MNDT
 OP0324
 OP0324                          STATION DESCRIPTION
 OP0324
 OP0324'DESCRIBED BY MN DEPT OF TRANSP 1977
 OP0324'0.8 MI SE FROM FOX LAKE.
 OP0324'THE BENCH MARK IS LOCATED 1.7 MILES SOUTHWESTERLY ALONG INTERSTATE 90
 OP0324'FROM THE JUNCTION OF INTERSTATE 90 AND TH 263 (1.45 MILES NORTH ALONG
 OP0324'TH 263 FROM THE JUNCTION OF THS 16 AND 263 AT THE SOUTH EDGE OF
 OP0324'WELCOME) AND IS 4.65 MILES EASTERLY ALONG INTERSTATE 90 FROM THE
 OP0324'JUNCTION OF TH 4.  IT IS AT INTERSTATE 90 MILEPOINT 91.9.  IT IS 8.2
 OP0324'FEET EAST OF AND ABOUT LEVEL WITH THE EAST RAIL OF THE CHICAGO AND
 OP0324'NORTHWESTERN RAILWAY.  THE BENCH MARK IS SET IN THE SOUTHEAST CORNER
 OP0324'OF BRIDGE NUMBER 46830 (CHICAGO AND NORTHWESTERN RAILWAY OVER
 OP0324'INTERSTATE 90).  NE 1/4, SEC 2, T 102N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0320 ***********************************************************************
 OP0320  DESIGNATION -  4680 AM
 OP0320  PID         -  OP0320
 OP0320  STATE/COUNTY-  MN/MARTIN
 OP0320  COUNTRY     -  US
 OP0320  USGS QUAD   -  SHERBURN (1970)
 OP0320
 OP0320                         *CURRENT SURVEY CONTROL
 OP0320  ______________________________________________________________________
 OP0320* NAD 83(1986) POSITION- 43 40 00.     (N) 094 39 19.     (W)   SCALED    
 OP0320* NAVD 88 ORTHO HEIGHT -   382.293  (meters)    1254.24  (feet) ADJUSTED  
 OP0320  ______________________________________________________________________
 OP0320  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0320  DYNAMIC HEIGHT  -        382.208 (meters)     1253.96  (feet) COMP
 OP0320  MODELED GRAVITY -    980,383.7   (mgal)                       NAVD 88
 OP0320
 OP0320  VERT ORDER      -  SECOND    CLASS I
 OP0320
 OP0320.The horizontal coordinates were scaled from a topographic map and have
 OP0320.an estimated accuracy of +/- 6 seconds.
 OP0320.
 OP0320.The orthometric height was determined by differential leveling and
 OP0320.adjusted in June 1991.
 OP0320
 OP0320.The dynamic height is computed by dividing the NAVD 88
 OP0320.geopotential number by the normal gravity value computed on the
 OP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0320.degrees latitude (g = 980.6199 gals.).
 OP0320
 OP0320.The modeled gravity was interpolated from observed gravity values.
 OP0320
 OP0320;                    North         East    Units  Estimated Accuracy
 OP0320;SPC MN S     -   174,290.      747,150.      MT  (+/- 180 meters Scaled)
 OP0320
 OP0320                          SUPERSEDED SURVEY CONTROL
 OP0320
 OP0320  NGVD 29 (??/??/92)  382.207  (m)         1253.96   (f) ADJ UNCH    2 1
 OP0320
 OP0320.Superseded values are not recommended for survey control.
 OP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0320.See file dsdata.txt to determine how the superseded data were derived.
 OP0320
 OP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ665361(NAD 83)
 OP0320
 OP0320_MARKER: DD = SURVEY DISK
 OP0320_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0320_SP_SET: ABUTMENT
 OP0320_STAMPING: 4680 AM 1974
 OP0320_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0320
 OP0320  HISTORY     - Date     Condition        Report By
 OP0320  HISTORY     - 1974     MONUMENTED       MNDT
 OP0320  HISTORY     - 1975     GOOD             MNDT
 OP0320
 OP0320                          STATION DESCRIPTION
 OP0320
 OP0320'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0320'0.5 MI S FROM FOX LAKE.
 OP0320'THE MARK IS LOCATED 2.4 MILES SOUTHWESTERLY ALONG FAI 90 FROM THE
 OP0320'JUNCTION OF FAI 90 AND TRUNK HIGHWAY 263 (1.45 MILE NORTH OF THE
 OP0320'JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTH EDGE OF WELCOME)
 OP0320'AND IS 3.95 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90
 OP0320'AND TRUNK HIGHWAY 4.  IT IS AT FAI 90 MILEPOINT 91.2.  IT IS 20.8 FEET
 OP0320'EAST OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTER OF COUNTY ROAD 12.
 OP0320'THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER
 OP0320'46832 (COUNTY ROAD 12 OVER FAI 90).  SW 1/4 SECTION 2, T 102N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0319 ***********************************************************************
 OP0319  DESIGNATION -  4680 AN
 OP0319  PID         -  OP0319
 OP0319  STATE/COUNTY-  MN/MARTIN
 OP0319  COUNTRY     -  US
 OP0319  USGS QUAD   -  SHERBURN (1970)
 OP0319
 OP0319                         *CURRENT SURVEY CONTROL
 OP0319  ______________________________________________________________________
 OP0319* NAD 83(2007) POSITION- 43 40 02.50243(N) 094 40 10.44915(W)   ADJUSTED  
 OP0319* NAD 83(2007) ELLIP HT-   353.143 (meters)        (02/10/07)   ADJUSTED
 OP0319* NAD 83(2007) EPOCH   -  2002.00
 OP0319* NAVD 88 ORTHO HEIGHT -   381.116  (meters)    1250.38  (feet) ADJUSTED  
 OP0319  ______________________________________________________________________
 OP0319  NAD 83(2007) X  -   -376,218.491 (meters)                     COMP
 OP0319  NAD 83(2007) Y  - -4,605,989.160 (meters)                     COMP
 OP0319  NAD 83(2007) Z  -  4,381,674.921 (meters)                     COMP
 OP0319  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC09
 OP0319  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0319  DYNAMIC HEIGHT  -        381.030 (meters)     1250.10  (feet) COMP
 OP0319  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 OP0319
 OP0319  VERT ORDER      -  SECOND    CLASS I
 OP0319
 OP0319  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0319  Type                                         Horiz  Ellip  Dist(km)
 OP0319  -------------------------------------------------------------------
 OP0319  NETWORK                                       0.74   0.61
 OP0319  -------------------------------------------------------------------
 OP0319  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.79   0.55      4.01
 OP0319  -------------------------------------------------------------------
 OP0319  NOTE: Click here for information on individual local accuracy
 OP0319  values and other accuracy information.
 OP0319
 OP0319
 OP0319.The horizontal coordinates were established by GPS observations
 OP0319.and adjusted by the National Geodetic Survey in February 2007.
 OP0319
 OP0319.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0319.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0319
 OP0319.The horizontal coordinates are valid at the epoch date displayed above
 OP0319.which is a decimal equivalence of Year/Month/Day.
 OP0319
 OP0319.The orthometric height was determined by differential leveling and
 OP0319.adjusted in June 1991.
 OP0319
 OP0319.Photographs are available for this station.
 OP0319
 OP0319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0319
 OP0319.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0319
 OP0319.The ellipsoidal height was determined by GPS observations
 OP0319.and is referenced to NAD 83.
 OP0319
 OP0319.The dynamic height is computed by dividing the NAVD 88
 OP0319.geopotential number by the normal gravity value computed on the
 OP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0319.degrees latitude (g = 980.6199 gals.).
 OP0319
 OP0319.The modeled gravity was interpolated from observed gravity values.
 OP0319
 OP0319. The following values were computed from the NAD 83(2007) position.
 OP0319
 OP0319;                    North         East     Units Scale Factor Converg.
 OP0319;SPC MN S     -   174,374.442   745,996.414   MT  1.00002714   -0 28 09.6
 OP0319;SPC MN S     -   572,093.48  2,447,489.90   sFT  1.00002714   -0 28 09.6
 OP0319;UTM  15      - 4,836,282.824   365,397.281   MT  0.99982285   -1 09 10.7
 OP0319
 OP0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0319!SPC MN S     -   0.99994463  x   1.00002714  =   0.99997176
 OP0319!UTM  15      -   0.99994463  x   0.99982285  =   0.99976749
 OP0319
 OP0319:                Primary Azimuth Mark                     Grid Az
 OP0319:SPC MN S     -  4680 H                                   265 35 00.9
 OP0319:UTM  15      -  4680 H                                   266 16 02.0
 OP0319
 OP0319|---------------------------------------------------------------------|
 OP0319| PID    Reference Object                     Distance      Geod. Az  |
 OP0319|                                                           dddmmss.s |
 OP0319| OP0318 4680 H                              APPROX. 1.3 KM 2650651.3 |
 OP0319|---------------------------------------------------------------------|
 OP0319
 OP0319                          SUPERSEDED SURVEY CONTROL
 OP0319
 OP0319  NAD 83(1996)-  43 40 02.50186(N)    094 40 10.44872(W) AD(       ) 1
 OP0319  ELLIP H (02/05/03)  353.188  (m)                       GP(       ) 3 2
 OP0319  NAVD 88 (05/31/05)  381.08   (m)         1250.3    (f) LEVELING    3  
 OP0319  NAVD 88 (02/05/03)  381.1    (m)  GEOID99 model used   GPS OBS        
 OP0319  NGVD 29 (??/??/92)  381.027  (m)         1250.09   (f) ADJ UNCH    2 1
 OP0319
 OP0319.Superseded values are not recommended for survey control.
 OP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0319.See file dsdata.txt to determine how the superseded data were derived.
 OP0319
 OP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6539736282(NAD 83)
 OP0319
 OP0319_MARKER: DV = VERTICAL CONTROL DISK
 OP0319_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP0319_STAMPING: 4680 AN 1974
 OP0319_MARK LOGO: MNDT  
 OP0319_PROJECTION: RECESSED 15 CENTIMETERS
 OP0319_MAGNETIC: I = MARKER IS A STEEL ROD
 OP0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0319+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2010
 OP0319_ROD/PIPE-DEPTH:  7.3 meters
 OP0319
 OP0319  HISTORY     - Date     Condition        Report By
 OP0319  HISTORY     - 1974     MONUMENTED       MNDT
 OP0319  HISTORY     - 1975     GOOD             MNDT
 OP0319  HISTORY     - 19961125 GOOD             MNDT
 OP0319  HISTORY     - 20041208 GOOD             MNDT
 OP0319  HISTORY     - 20100602 GOOD             AEROME
 OP0319
 OP0319                          STATION DESCRIPTION
 OP0319
 OP0319'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0319'0.9 MI SW FROM FOX LAKE.
 OP0319'THE MARK IS LOCATED 3.2 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0319'FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST ALONG TRUNK
 OP0319'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAYS 4 AND 16 IN SHERBURN)
 OP0319'AND IS 3.15 MILES SOUTHWESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI
 OP0319'90 AND TRUNK HIGHWAY 263.  IT IS AT FAI 90 MILEPOINT 90.45.  IT IS
 OP0319'184.0 FEET NORTH OF AND 2 FEET LOWER THAN THE CENTERLINE OF THE
 OP0319'WEST-BOUND LANE OF FAI 90, 48.0 FEET NORTH OF THE CENTER OF THE
 OP0319'FRONTAGE ROAD, 14.0 FEET EAST OF A FIELD ROAD (NORTH), 14.0 FEET WEST
 OP0319'OF A FIELD ENTRANCE, AND 2.6 FEET SOUTH OF SOUTH POLE OF 2 ON A
 OP0319'EAST-WEST POLE LINE.  THE MARK, A STANDARD MINNESOTA HIGHWAY
 OP0319'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM), IS CRIMPED TO THE TOP OF A
 OP0319'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH
 OP0319'WITH THE GROUND.  IT IS 0.8 FOOT EAST OF A STEEL WITNESS POST. NW 1/4
 OP0319'SECTION 3, T 102N, R 32W.
 OP0319
 OP0319                          STATION RECOVERY (1996)
 OP0319
 OP0319'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0319'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0319'THE MARK IS 0.1 MI (0.2 KM) NORTH ON CO RD 23 FROM JCT FAI 90 (1 MI
 OP0319'WEST OF WELCOME) , THENCE 0.8 MI (1.3 KM) WEST ON CO RD 28, 48 FT
 OP0319'(14.6 M) NORTH OF CO RD 28 (FAI 90 MP 90.60) , 2.0 FT (0.6 M) NORTH OF
 OP0319'WIT POST, RECESSED 0.3 FT, (9.1 CM) MAGNETIC AND SUITABLE FOR GPS.
 OP0319'ROD DEPTH IS 24 FT.
 OP0319
 OP0319                          STATION RECOVERY (2004)
 OP0319
 OP0319'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0319'0.9 MILES SOUTHWEST OF FOX LAKE, 0.1 MILES NORTH ALONG COUNTY ROAD 23
 OP0319'FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND COUNTY ROAD 23 ABOUT 1.0 MI
 OP0319'LES WEST OF WELCOME THEN 0.8 MILES WEST ON COUNTY ROAD 28 (125TH STREE
 OP0319'T), 3.2 MILES EAST ON INTERSTATE HIGHWAY 90 FROM JUNCTION OF INTERSTAT
 OP0319'E HIGHWAY 90 AND TRUNK HIGHWAY 4 AT SHERBURN, 3.15 MILES SOUTHWEST ON
 OP0319'INTERSTATE HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK
 OP0319'HIGHWAY 263 AT WELCOME, AT INTERSTATE HIGHWAY 90 MILEPOINT 90.6, 184.
 OP0319'0 FEET NORTH OF WESTBOUND INTERSTATE HIGHWAY 90, 48.0 FEET NORTH OF CO
 OP0319'UNTY ROAD 28, 14.0 FEET EAST OF FIELD ROAD NORTH, 14.0 FEET WEST OF FI
 OP0319'ELD ENTRANCE, 2.6 FEET SOUTH OF SOUTH POLE OF 2 ON EAST-WEST POLELINE,
 OP0319'2.0 FEET NORTH OF WITNESS POST
 OP0319
 OP0319                          STATION RECOVERY (2010)
 OP0319
 OP0319'RECOVERY NOTE BY AERO METRIC INC 2010 (MB)
 OP0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0316 ***********************************************************************
 OP0316  DESIGNATION -  4680 AP
 OP0316  PID         -  OP0316
 OP0316  STATE/COUNTY-  MN/MARTIN
 OP0316  COUNTRY     -  US
 OP0316  USGS QUAD   -  SHERBURN (1970)
 OP0316
 OP0316                         *CURRENT SURVEY CONTROL
 OP0316  ______________________________________________________________________
 OP0316* NAD 83(1986) POSITION- 43 40 00.     (N) 094 43 13.     (W)   SCALED    
 OP0316* NAVD 88 ORTHO HEIGHT -   389.239  (meters)    1277.03  (feet) ADJUSTED  
 OP0316  ______________________________________________________________________
 OP0316  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 OP0316  DYNAMIC HEIGHT  -        389.149 (meters)     1276.73  (feet) COMP
 OP0316  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 OP0316
 OP0316  VERT ORDER      -  SECOND    CLASS I
 OP0316
 OP0316.The horizontal coordinates were scaled from a topographic map and have
 OP0316.an estimated accuracy of +/- 6 seconds.
 OP0316.
 OP0316.The orthometric height was determined by differential leveling and
 OP0316.adjusted in June 1991.
 OP0316
 OP0316.The dynamic height is computed by dividing the NAVD 88
 OP0316.geopotential number by the normal gravity value computed on the
 OP0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0316.degrees latitude (g = 980.6199 gals.).
 OP0316
 OP0316.The modeled gravity was interpolated from observed gravity values.
 OP0316
 OP0316;                    North         East    Units  Estimated Accuracy
 OP0316;SPC MN S     -   174,330.      741,910.      MT  (+/- 180 meters Scaled)
 OP0316
 OP0316                          SUPERSEDED SURVEY CONTROL
 OP0316
 OP0316  NGVD 29 (??/??/92)  389.146  (m)         1276.72   (f) ADJ UNCH    2 1
 OP0316
 OP0316.Superseded values are not recommended for survey control.
 OP0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0316.See file dsdata.txt to determine how the superseded data were derived.
 OP0316
 OP0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ613362(NAD 83)
 OP0316
 OP0316_MARKER: DD = SURVEY DISK
 OP0316_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0316+WITH SETTING: INTO GROUND
 OP0316_STAMPING: 4680 AP 1974
 OP0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0316+STABILITY: SURFACE MOTION
 OP0316
 OP0316  HISTORY     - Date     Condition        Report By
 OP0316  HISTORY     - 1974     MONUMENTED       MNDT
 OP0316  HISTORY     - 1975     GOOD             MNDT
 OP0316
 OP0316                          STATION DESCRIPTION
 OP0316
 OP0316'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0316'1.05 MI NNE FROM SHERBURN.
 OP0316'THE MARK IS LOCATED 0.65 MILES EAST-NORTHEAST ALONG FAI 90 FROM THE
 OP0316'JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST ALONG
 OP0316'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAYS 4 AND 16 IN
 OP0316'SHERBURN) AND IS 5.7 WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90
 OP0316'AND TRUNK HIGHWAY 263.  IT IS AT FAI 90 MILEPOINT 87.9.  IT IS 102.0
 OP0316'FEET NORTH OF AND ABOUT 1 FOOT HIGHER THAN THE CENTERLINE OF THE
 OP0316'WEST-BOUND LANE OF FAI 90, 29.0 FEET EAST OF THE EXTENSION OF THE
 OP0316'CENTER OF NORTH-SOUTH (DEADEND) TOWNSHIP ROAD, 17.3 FEET EAST OF THE
 OP0316'EAST BARRICADE POST FOR THE DEAD END ROAD, AND 2.5 FEET WEST-SOUTHWEST
 OP0316'OF A POWER POLE ON A NORTH-SOUTH POLE LINE.  THE MARK, A STANDARD
 OP0316'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK IS
 OP0316'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OP0316'STEEL ROD DRIVEN INTO THE GROUND.  IT PROJECTS 2 INCHES ABOVE THE
 OP0316'GROUND AND IS 0.8 FOOT EAST OF A STEEL WITNESS POST. SE 1/4 SECTION 6,
 OP0316'T 102N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0311 ***********************************************************************
 OP0311  DESIGNATION -  4680 AQ
 OP0311  PID         -  OP0311
 OP0311  STATE/COUNTY-  MN/MARTIN
 OP0311  COUNTRY     -  US
 OP0311  USGS QUAD   -  SHERBURN (1970)
 OP0311
 OP0311                         *CURRENT SURVEY CONTROL
 OP0311  ______________________________________________________________________
 OP0311* NAD 83(1986) POSITION- 43 39 52.     (N) 094 44 01.     (W)   SCALED    
 OP0311* NAVD 88 ORTHO HEIGHT -   401.386  (meters)    1316.88  (feet) ADJUSTED  
 OP0311  ______________________________________________________________________
 OP0311  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 OP0311  DYNAMIC HEIGHT  -        401.293 (meters)     1316.58  (feet) COMP
 OP0311  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 OP0311
 OP0311  VERT ORDER      -  SECOND    CLASS I
 OP0311
 OP0311.The horizontal coordinates were scaled from a topographic map and have
 OP0311.an estimated accuracy of +/- 6 seconds.
 OP0311.
 OP0311.The orthometric height was determined by differential leveling and
 OP0311.adjusted in June 1991.
 OP0311
 OP0311.The dynamic height is computed by dividing the NAVD 88
 OP0311.geopotential number by the normal gravity value computed on the
 OP0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0311.degrees latitude (g = 980.6199 gals.).
 OP0311
 OP0311.The modeled gravity was interpolated from observed gravity values.
 OP0311
 OP0311;                    North         East    Units  Estimated Accuracy
 OP0311;SPC MN S     -   174,100.      740,830.      MT  (+/- 180 meters Scaled)
 OP0311
 OP0311                          SUPERSEDED SURVEY CONTROL
 OP0311
 OP0311  NGVD 29 (??/??/92)  401.293  (m)         1316.58   (f) ADJ UNCH    2 1
 OP0311
 OP0311.Superseded values are not recommended for survey control.
 OP0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0311.See file dsdata.txt to determine how the superseded data were derived.
 OP0311
 OP0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ602360(NAD 83)
 OP0311
 OP0311_MARKER: DD = SURVEY DISK
 OP0311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0311_SP_SET: ABUTMENT
 OP0311_STAMPING: 4680 AQ 1974
 OP0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0311
 OP0311  HISTORY     - Date     Condition        Report By
 OP0311  HISTORY     - 1974     MONUMENTED       MNDT
 OP0311  HISTORY     - 1975     GOOD             MNDT
 OP0311
 OP0311                          STATION DESCRIPTION
 OP0311
 OP0311'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0311'0.9 MI NNW FROM SHERBURN.
 OP0311'THE MARK IS LOCATED AT THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4 (0.9
 OP0311'MILE NORTH-NORTHWEST ALONG TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK
 OP0311'HIGHWAYS 4 AND 16 IN SHERBURN).  IT IS AT FAI 90 MILEPOINT 87.25. IT
 OP0311'IS 31.0 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER THAN THE CENTERLINE OF
 OP0311'THE EAST-BOUND LANE OF FAI 90.  THE MARK IS SET IN THE SOUTHEAST
 OP0311'CORNER (ABUTMENT) OF BRIDGE NUMBER 46806 (EAST-BOUND FAI 90 OVER TRUNK
 OP0311'HIGHWAY 4).  SW 1/4 SECTION 6, T 102N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0310 ***********************************************************************
 OP0310  DESIGNATION -  4680 AR
 OP0310  PID         -  OP0310
 OP0310  STATE/COUNTY-  MN/MARTIN
 OP0310  COUNTRY     -  US
 OP0310  USGS QUAD   -  SHERBURN (1970)
 OP0310
 OP0310                         *CURRENT SURVEY CONTROL
 OP0310  ______________________________________________________________________
 OP0310* NAD 83(1986) POSITION- 43 39 51.     (N) 094 44 04.     (W)   SCALED    
 OP0310* NAVD 88 ORTHO HEIGHT -   402.408  (meters)    1320.23  (feet) ADJUSTED  
 OP0310  ______________________________________________________________________
 OP0310  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 OP0310  DYNAMIC HEIGHT  -        402.314 (meters)     1319.93  (feet) COMP
 OP0310  MODELED GRAVITY -    980,375.0   (mgal)                       NAVD 88
 OP0310
 OP0310  VERT ORDER      -  SECOND    CLASS I
 OP0310
 OP0310.The horizontal coordinates were scaled from a topographic map and have
 OP0310.an estimated accuracy of +/- 6 seconds.
 OP0310.
 OP0310.The orthometric height was determined by differential leveling and
 OP0310.adjusted in June 1991.
 OP0310
 OP0310.The dynamic height is computed by dividing the NAVD 88
 OP0310.geopotential number by the normal gravity value computed on the
 OP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0310.degrees latitude (g = 980.6199 gals.).
 OP0310
 OP0310.The modeled gravity was interpolated from observed gravity values.
 OP0310
 OP0310;                    North         East    Units  Estimated Accuracy
 OP0310;SPC MN S     -   174,060.      740,760.      MT  (+/- 180 meters Scaled)
 OP0310
 OP0310                          SUPERSEDED SURVEY CONTROL
 OP0310
 OP0310  NGVD 29 (??/??/92)  402.315  (m)         1319.93   (f) ADJ UNCH    2 1
 OP0310
 OP0310.Superseded values are not recommended for survey control.
 OP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0310.See file dsdata.txt to determine how the superseded data were derived.
 OP0310
 OP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ601360(NAD 83)
 OP0310
 OP0310_MARKER: DD = SURVEY DISK
 OP0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0310_SP_SET: ABUTMENT
 OP0310_STAMPING: 4680 AR 1974
 OP0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0310
 OP0310  HISTORY     - Date     Condition        Report By
 OP0310  HISTORY     - 1974     MONUMENTED       MNDT
 OP0310  HISTORY     - 1975     GOOD             MNDT
 OP0310
 OP0310                          STATION DESCRIPTION
 OP0310
 OP0310'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0310'0.95 MI NNW FROM SHERBURN.
 OP0310'THE MARK IS LOCATED 0.1 MILE WEST-SOUTHWEST ALONG FAI 90 FROM THE
 OP0310'JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST ALONG
 OP0310'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAY 4 AND 16 IN
 OP0310'SHERBURN).  IT IS AT FAI 90 MILEPOINT 87.15.  IT IS 29.3 FEET SOUTH OF
 OP0310'AND ABOUT LEVEL WITH THE CENTERLINE OF THE EAST-BOUND LANE OF FAI 90.
 OP0310'THE MARK IS SET IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER
 OP0310'46804 (EAST-BOUND FAI 90 OVER CHICAGO AND NORTHWESTERN RAILROAD). SE
 OP0310'1/4 SECTION 1, T 102N, R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0309 ***********************************************************************
 OP0309  DESIGNATION -  4680 AS
 OP0309  PID         -  OP0309
 OP0309  STATE/COUNTY-  MN/MARTIN
 OP0309  COUNTRY     -  US
 OP0309  USGS QUAD   -  ALPHA (1970)
 OP0309
 OP0309                         *CURRENT SURVEY CONTROL
 OP0309  ______________________________________________________________________
 OP0309* NAD 83(1986) POSITION- 43 39 36.     (N) 094 45 19.     (W)   SCALED    
 OP0309* NAVD 88 ORTHO HEIGHT -   395.648  (meters)    1298.06  (feet) ADJUSTED  
 OP0309  ______________________________________________________________________
 OP0309  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 OP0309  DYNAMIC HEIGHT  -        395.555 (meters)     1297.75  (feet) COMP
 OP0309  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 OP0309
 OP0309  VERT ORDER      -  SECOND    CLASS I
 OP0309
 OP0309.The horizontal coordinates were scaled from a topographic map and have
 OP0309.an estimated accuracy of +/- 6 seconds.
 OP0309.
 OP0309.The orthometric height was determined by differential leveling and
 OP0309.adjusted in June 1991.
 OP0309
 OP0309.The dynamic height is computed by dividing the NAVD 88
 OP0309.geopotential number by the normal gravity value computed on the
 OP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0309.degrees latitude (g = 980.6199 gals.).
 OP0309
 OP0309.The modeled gravity was interpolated from observed gravity values.
 OP0309
 OP0309;                    North         East    Units  Estimated Accuracy
 OP0309;SPC MN S     -   173,620.      739,080.      MT  (+/- 180 meters Scaled)
 OP0309
 OP0309                          SUPERSEDED SURVEY CONTROL
 OP0309
 OP0309  NGVD 29 (??/??/92)  395.552  (m)         1297.74   (f) ADJ UNCH    2 1
 OP0309
 OP0309.Superseded values are not recommended for survey control.
 OP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0309.See file dsdata.txt to determine how the superseded data were derived.
 OP0309
 OP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ584356(NAD 83)
 OP0309
 OP0309_MARKER: DD = SURVEY DISK
 OP0309_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0309+WITH SETTING: INTO GROUND
 OP0309_STAMPING: 4680 AS 1974
 OP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0309+STABILITY: SURFACE MOTION
 OP0309
 OP0309  HISTORY     - Date     Condition        Report By
 OP0309  HISTORY     - 1974     MONUMENTED       MNDT
 OP0309  HISTORY     - 1975     GOOD             MNDT
 OP0309
 OP0309                          STATION DESCRIPTION
 OP0309
 OP0309'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0309'1.5 MI NW FROM SHERBURN.
 OP0309'THE MARK IS LOCATED 1.1 MILES WEST-SOUTHWEST ALONG FAI 90 FROM THE
 OP0309'JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST ALONG
 OP0309'TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAYS 4 AND 16 IN
 OP0309'SHERBURN) AND IS 6.15 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION OF
 OP0309'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA).  IT IS AT FAI 90
 OP0309'MILEPOINT 86.15.  IT IS 96.4 SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 OP0309'CENTERLINE OF THE EAST-BOUND LANE OF FAI 90, 1.3 FEET NORTH OF THE
 OP0309'SOUTH RIGHT-OF-WAY FENCE, AND 142.0 FEET WEST OF REFERENCE POINT
 OP0309'MARKER POST AT NORTHWEST CORNER OF THE WOODS.  THE MARK A STANDARD
 OP0309'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK IS
 OP0309'CRIMPED TO THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-CLAD
 OP0309'STEEL ROD DRIVEN INTO THE GROUND.  IT IS 0.6 FOOT NORTH OF A STEEL
 OP0309'WITNESS POST.  NE 1/4 SECTION 11, T 102N, R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0305 ***********************************************************************
 OP0305  DESIGNATION -  4680 AT
 OP0305  PID         -  OP0305
 OP0305  STATE/COUNTY-  MN/MARTIN
 OP0305  COUNTRY     -  US
 OP0305  USGS QUAD   -  ALPHA (1970)
 OP0305
 OP0305                         *CURRENT SURVEY CONTROL
 OP0305  ______________________________________________________________________
 OP0305* NAD 83(1986) POSITION- 43 39 12.     (N) 094 47 37.     (W)   SCALED    
 OP0305* NAVD 88 ORTHO HEIGHT -   410.546  (meters)    1346.93  (feet) ADJUSTED  
 OP0305  ______________________________________________________________________
 OP0305  GEOID HEIGHT    -        -27.89  (meters)                     GEOID09
 OP0305  DYNAMIC HEIGHT  -        410.448 (meters)     1346.61  (feet) COMP
 OP0305  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 OP0305
 OP0305  VERT ORDER      -  SECOND    CLASS I
 OP0305
 OP0305.The horizontal coordinates were scaled from a topographic map and have
 OP0305.an estimated accuracy of +/- 6 seconds.
 OP0305.
 OP0305.The orthometric height was determined by differential leveling and
 OP0305.adjusted in June 1991.
 OP0305
 OP0305.The dynamic height is computed by dividing the NAVD 88
 OP0305.geopotential number by the normal gravity value computed on the
 OP0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0305.degrees latitude (g = 980.6199 gals.).
 OP0305
 OP0305.The modeled gravity was interpolated from observed gravity values.
 OP0305
 OP0305;                    North         East    Units  Estimated Accuracy
 OP0305;SPC MN S     -   172,910.      735,980.      MT  (+/- 180 meters Scaled)
 OP0305
 OP0305                          SUPERSEDED SURVEY CONTROL
 OP0305
 OP0305  NGVD 29 (??/??/92)  410.443  (m)         1346.60   (f) ADJ UNCH    2 1
 OP0305
 OP0305.Superseded values are not recommended for survey control.
 OP0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0305.See file dsdata.txt to determine how the superseded data were derived.
 OP0305
 OP0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ553349(NAD 83)
 OP0305
 OP0305_MARKER: DD = SURVEY DISK
 OP0305_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0305_SP_SET: BRIDGE
 OP0305_STAMPING: 4680 AT 1974
 OP0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0305
 OP0305  HISTORY     - Date     Condition        Report By
 OP0305  HISTORY     - 1974     MONUMENTED       MNDT
 OP0305  HISTORY     - 1975     GOOD             MNDT
 OP0305
 OP0305                          STATION DESCRIPTION
 OP0305
 OP0305'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0305'3.3 MI W FROM SHERBURN.
 OP0305'THE MARK IS LOCATED 3.2 MILES WESTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0305'OF FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST OF SHERBURN)
 OP0305'AND IS 4.0 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND
 OP0305'COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA).  IT IS AT FAI 90 MILEPOINT
 OP0305'84.  IT IS 18.5 FEET EAST OF AND 0.5 FOOT HIGHER THAN THE CENTER OF
 OP0305'THE COUNTY ROAD 7.  THE MARK IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 OP0305'NUMBER 46801 (COUNTY ROAD 7 OVER FAI 90).  SW 1/4 SECTION 10, T 102N,
 OP0305'R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0302 ***********************************************************************
 OP0302  DESIGNATION -  4680 AU
 OP0302  PID         -  OP0302
 OP0302  STATE/COUNTY-  MN/MARTIN
 OP0302  COUNTRY     -  US
 OP0302  USGS QUAD   -  ALPHA (1970)
 OP0302
 OP0302                         *CURRENT SURVEY CONTROL
 OP0302  ______________________________________________________________________
 OP0302* NAD 83(1986) POSITION- 43 39 12.     (N) 094 50 01.     (W)   SCALED    
 OP0302* NAVD 88 ORTHO HEIGHT -   402.645  (meters)    1321.01  (feet) ADJUSTED  
 OP0302  ______________________________________________________________________
 OP0302  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 OP0302  DYNAMIC HEIGHT  -        402.549 (meters)     1320.70  (feet) COMP
 OP0302  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 OP0302
 OP0302  VERT ORDER      -  SECOND    CLASS I
 OP0302
 OP0302.The horizontal coordinates were scaled from a topographic map and have
 OP0302.an estimated accuracy of +/- 6 seconds.
 OP0302.
 OP0302.The orthometric height was determined by differential leveling and
 OP0302.adjusted in June 1991.
 OP0302
 OP0302.The dynamic height is computed by dividing the NAVD 88
 OP0302.geopotential number by the normal gravity value computed on the
 OP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0302.degrees latitude (g = 980.6199 gals.).
 OP0302
 OP0302.The modeled gravity was interpolated from observed gravity values.
 OP0302
 OP0302;                    North         East    Units  Estimated Accuracy
 OP0302;SPC MN S     -   172,940.      732,750.      MT  (+/- 180 meters Scaled)
 OP0302
 OP0302                          SUPERSEDED SURVEY CONTROL
 OP0302
 OP0302  NGVD 29 (??/??/92)  402.537  (m)         1320.66   (f) ADJ UNCH    2 1
 OP0302
 OP0302.Superseded values are not recommended for survey control.
 OP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0302.See file dsdata.txt to determine how the superseded data were derived.
 OP0302
 OP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ521350(NAD 83)
 OP0302
 OP0302_MARKER: DD = SURVEY DISK
 OP0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0302_SP_SET: CULVERT
 OP0302_STAMPING: 4680 AU 1974
 OP0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0302
 OP0302  HISTORY     - Date     Condition        Report By
 OP0302  HISTORY     - 1974     MONUMENTED       MNDT
 OP0302  HISTORY     - 1975     GOOD             MNDT
 OP0302
 OP0302                          STATION DESCRIPTION
 OP0302
 OP0302'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0302'2.2 MI NE FROM ALPHA.
 OP0302'THE MARK IS LOCATED 2.1 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0302'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 5.1 MILES
 OP0302'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0302'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS AT FAI 90 MILEPOINT
 OP0302'82.05.  IT IS 55.8 FEET SOUTH OF AND ABOUT 5 FEET LOWER THAN THE
 OP0302'CENTERLINE OF THE EAST-BOUND LANE OF FAI 90.  THE MARK IS SET IN THE
 OP0302'SOUTHWEST CORNER OF A 10 FOOT BY 35 FOOT TRIPLE BOX CULVERT (FAI 90
 OP0302'OVER THE EAST FORK OF THE DES MOINES RIVER).  SW 1/4 SECTION 8, T
 OP0302'102N, R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0300 ***********************************************************************
 OP0300  DESIGNATION -  4680 AV
 OP0300  PID         -  OP0300
 OP0300  STATE/COUNTY-  MN/MARTIN
 OP0300  COUNTRY     -  US
 OP0300  USGS QUAD   -  ALPHA (1970)
 OP0300
 OP0300                         *CURRENT SURVEY CONTROL
 OP0300  ______________________________________________________________________
 OP0300* NAD 83(1986) POSITION- 43 39 12.     (N) 094 51 01.     (W)   SCALED    
 OP0300* NAVD 88 ORTHO HEIGHT -   404.745  (meters)    1327.90  (feet) ADJUSTED  
 OP0300  ______________________________________________________________________
 OP0300  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 OP0300  DYNAMIC HEIGHT  -        404.648 (meters)     1327.58  (feet) COMP
 OP0300  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 OP0300
 OP0300  VERT ORDER      -  SECOND    CLASS I
 OP0300
 OP0300.The horizontal coordinates were scaled from a topographic map and have
 OP0300.an estimated accuracy of +/- 6 seconds.
 OP0300.
 OP0300.The orthometric height was determined by differential leveling and
 OP0300.adjusted in June 1991.
 OP0300
 OP0300.The dynamic height is computed by dividing the NAVD 88
 OP0300.geopotential number by the normal gravity value computed on the
 OP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0300.degrees latitude (g = 980.6199 gals.).
 OP0300
 OP0300.The modeled gravity was interpolated from observed gravity values.
 OP0300
 OP0300;                    North         East    Units  Estimated Accuracy
 OP0300;SPC MN S     -   172,950.      731,410.      MT  (+/- 180 meters Scaled)
 OP0300
 OP0300                          SUPERSEDED SURVEY CONTROL
 OP0300
 OP0300  NGVD 29 (??/??/92)  404.635  (m)         1327.54   (f) ADJ UNCH    2 1
 OP0300
 OP0300.Superseded values are not recommended for survey control.
 OP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0300.See file dsdata.txt to determine how the superseded data were derived.
 OP0300
 OP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ507350(NAD 83)
 OP0300
 OP0300_MARKER: DD = SURVEY DISK
 OP0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0300_SP_SET: CULVERT
 OP0300_STAMPING: 4680 AV 1974
 OP0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0300
 OP0300  HISTORY     - Date     Condition        Report By
 OP0300  HISTORY     - 1974     MONUMENTED       MNDT
 OP0300  HISTORY     - 1975     GOOD             MNDT
 OP0300
 OP0300                          STATION DESCRIPTION
 OP0300
 OP0300'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0300'1.6 MI NW FROM ALPHA.
 OP0300'THE MARK IS LOCATED 1.4 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0300'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 5.8 MILES
 OP0300'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0300'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS AT FAI 90 MILEPOINT
 OP0300'81.45 AND IS 0.35 MILE EAST OF THE MARTIN-JACKSON COUNTY LINE.  IT IS
 OP0300'48.9 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE EASTBOUND
 OP0300'CENTERLINE OF FAI 90.  THE MARK IS SET IN THE SOUTHWEST CORNER OF A 10
 OP0300'FOOT BY 21 FOOT DOUBLE BOX CULVERT (FAI 90 OVER THE EAST FORK OF THE
 OP0300'DES MOINES RIVER).  SW 1/4 SECTION 7, T 102N, R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0303 ***********************************************************************
 OP0303  DESIGNATION -  4680 B
 OP0303  PID         -  OP0303
 OP0303  STATE/COUNTY-  MN/MARTIN
 OP0303  COUNTRY     -  US
 OP0303  USGS QUAD   -  ALPHA (1970)
 OP0303
 OP0303                         *CURRENT SURVEY CONTROL
 OP0303  ______________________________________________________________________
 OP0303* NAD 83(1986) POSITION- 43 39 12.     (N) 094 49 29.     (W)   SCALED    
 OP0303* NAVD 88 ORTHO HEIGHT -   407.354  (meters)    1336.46  (feet) ADJUSTED  
 OP0303  ______________________________________________________________________
 OP0303  GEOID HEIGHT    -        -27.85  (meters)                     GEOID09
 OP0303  DYNAMIC HEIGHT  -        407.256 (meters)     1336.14  (feet) COMP
 OP0303  MODELED GRAVITY -    980,368.5   (mgal)                       NAVD 88
 OP0303
 OP0303  VERT ORDER      -  SECOND    CLASS I
 OP0303
 OP0303.The horizontal coordinates were scaled from a topographic map and have
 OP0303.an estimated accuracy of +/- 6 seconds.
 OP0303.
 OP0303.The orthometric height was determined by differential leveling and
 OP0303.adjusted in June 1991.
 OP0303
 OP0303.The dynamic height is computed by dividing the NAVD 88
 OP0303.geopotential number by the normal gravity value computed on the
 OP0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0303.degrees latitude (g = 980.6199 gals.).
 OP0303
 OP0303.The modeled gravity was interpolated from observed gravity values.
 OP0303
 OP0303;                    North         East    Units  Estimated Accuracy
 OP0303;SPC MN S     -   172,930.      733,470.      MT  (+/- 180 meters Scaled)
 OP0303
 OP0303                          SUPERSEDED SURVEY CONTROL
 OP0303
 OP0303  NGVD 29 (??/??/92)  407.246  (m)         1336.11   (f) ADJ UNCH    2 1
 OP0303
 OP0303.Superseded values are not recommended for survey control.
 OP0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0303.See file dsdata.txt to determine how the superseded data were derived.
 OP0303
 OP0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ528349(NAD 83)
 OP0303
 OP0303_MARKER: DD = SURVEY DISK
 OP0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0303_STAMPING: 4680 B 1963
 OP0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0303+STABILITY: SURFACE MOTION
 OP0303
 OP0303  HISTORY     - Date     Condition        Report By
 OP0303  HISTORY     - 1963     MONUMENTED       MNDT
 OP0303  HISTORY     - 1975     GOOD             MNDT
 OP0303
 OP0303                          STATION DESCRIPTION
 OP0303
 OP0303'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0303'2.6 MI NE FROM ALPHA.
 OP0303'THE MARK IS LOCATED 2.5 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0303'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 4.7 MILES
 OP0303'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0303'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS AT FAI 90 MILEPOINT
 OP0303'82.45.  IT IS 99.3 FEET NORTH OF AND ABOUT 4 FEET LOWER THAN THE
 OP0303'CENTERLINE OF THE WEST-BOUND LANE OF FAI 90, 1.0 FOOT SOUTH OF THE
 OP0303'NORTH RIGHT-OF-WAY FENCE ON THE EXTENSION OF A FENCE LINE NORTH, AND
 OP0303'43.0 FEET WEST OF A 15 INCH CONCRETE PIPE THAT PROJECTS 18 INCHES
 OP0303'ABOVE THE GROUND.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE
 OP0303'MONUMENT THAT PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND AND
 OP0303'IS 0.6 FOOT FROM A STEEL WITNESS POST.  NEAR THE CENTER SECTION 8, T
 OP0303'102N, R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1176 ***********************************************************************
 OP1176  DESIGNATION -  4680 BC
 OP1176  PID         -  OP1176
 OP1176  STATE/COUNTY-  MN/MARTIN
 OP1176  COUNTRY     -  US
 OP1176  USGS QUAD   -  FAIRMONT (1992)
 OP1176
 OP1176                         *CURRENT SURVEY CONTROL
 OP1176  ______________________________________________________________________
 OP1176* NAD 83(2007) POSITION- 43 40 39.03975(N) 094 26 01.34399(W)   ADJUSTED  
 OP1176* NAD 83(2007) ELLIP HT-   319.313 (meters)        (02/10/07)   ADJUSTED
 OP1176* NAD 83(2007) EPOCH   -  2002.00
 OP1176* NAVD 88 ORTHO HEIGHT -   347.339  (meters)    1139.56  (feet) ADJUSTED  
 OP1176  ______________________________________________________________________
 OP1176  NAD 83(2007) X  -   -357,192.353 (meters)                     COMP
 OP1176  NAD 83(2007) Y  - -4,606,698.079 (meters)                     COMP
 OP1176  NAD 83(2007) Z  -  4,382,467.226 (meters)                     COMP
 OP1176  LAPLACE CORR    -         -2.38  (seconds)                    DEFLEC09
 OP1176  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 OP1176  DYNAMIC HEIGHT  -        347.266 (meters)     1139.32  (feet) COMP
 OP1176  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 OP1176
 OP1176  VERT ORDER      -  SECOND    CLASS I
 OP1176
 OP1176  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1176  Type                                         Horiz  Ellip  Dist(km)
 OP1176  -------------------------------------------------------------------
 OP1176  NETWORK                                       0.41   0.39
 OP1176  -------------------------------------------------------------------
 OP1176  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.46   0.31      4.29
 OP1176  -------------------------------------------------------------------
 OP1176  NOTE: Click here for information on individual local accuracy
 OP1176  values and other accuracy information.
 OP1176
 OP1176
 OP1176.The horizontal coordinates were established by GPS observations
 OP1176.and adjusted by the National Geodetic Survey in February 2007.
 OP1176
 OP1176.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1176.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1176
 OP1176.The horizontal coordinates are valid at the epoch date displayed above
 OP1176.which is a decimal equivalence of Year/Month/Day.
 OP1176
 OP1176.The orthometric height was determined by differential leveling and
 OP1176.adjusted in June 1991.
 OP1176
 OP1176.Photographs are available for this station.
 OP1176
 OP1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1176
 OP1176.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1176
 OP1176.The ellipsoidal height was determined by GPS observations
 OP1176.and is referenced to NAD 83.
 OP1176
 OP1176.The dynamic height is computed by dividing the NAVD 88
 OP1176.geopotential number by the normal gravity value computed on the
 OP1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1176.degrees latitude (g = 980.6199 gals.).
 OP1176
 OP1176.The modeled gravity was interpolated from observed gravity values.
 OP1176
 OP1176. The following values were computed from the NAD 83(2007) position.
 OP1176
 OP1176;                    North         East     Units Scale Factor Converg.
 OP1176;SPC MN S     -   175,373.719   765,025.481   MT  1.00002461   -0 18 14.4
 OP1176;SPC MN S     -   575,371.94  2,509,921.10   sFT  1.00002461   -0 18 14.4
 OP1176;UTM  15      - 4,837,054.373   384,432.497   MT  0.99976428   -0 59 24.8
 OP1176
 OP1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1176!SPC MN S     -   0.99994993  x   1.00002461  =   0.99997454
 OP1176!UTM  15      -   0.99994993  x   0.99976428  =   0.99971422
 OP1176
 OP1176                          SUPERSEDED SURVEY CONTROL
 OP1176
 OP1176  NAD 83(1996)-  43 40 39.03905(N)    094 26 01.34334(W) AD(       ) 1
 OP1176  ELLIP H (02/05/03)  319.371  (m)                       GP(       ) 3 2
 OP1176  NAVD 88 (02/05/03)  347.34   (m)         1139.6    (f) LEVELING    3  
 OP1176
 OP1176.Superseded values are not recommended for survey control.
 OP1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1176.See file dsdata.txt to determine how the superseded data were derived.
 OP1176
 OP1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8443237054(NAD 83)
 OP1176
 OP1176_MARKER: DV = VERTICAL CONTROL DISK
 OP1176_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1176_SP_SET: COPPER-CLAD STEEL ROD
 OP1176_STAMPING: 4680 BC 1980
 OP1176_MARK LOGO: MNDT  
 OP1176_PROJECTION: FLUSH
 OP1176_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1176+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 OP1176_ROD/PIPE-DEPTH:  7.0 meters
 OP1176
 OP1176  HISTORY     - Date     Condition        Report By
 OP1176  HISTORY     - 1980     MONUMENTED       MNDT
 OP1176  HISTORY     - 19961120 GOOD             MNDT
 OP1176  HISTORY     - 20041206 GOOD             MNDT
 OP1176
 OP1176                          STATION DESCRIPTION
 OP1176
 OP1176'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1176'1.8 MI NNE FROM FAIRMONT.
 OP1176'THE MARK IS LOCATED ABOUT 0.65 MILE EAST ALONG INTERSTATE HIGHWAY 90
 OP1176'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15, NORTH OF FAIRMONT, NEAR
 OP1176'HIGHWAY 90 MILEPOINT 102.8 IN THE SOUTHEAST 1/4 OF SECTION 33, T103N,
 OP1176'R30W.  IT IS 98.3 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE
 OP1176'CENTERLINE OF WESTBOUND HIGHWAY 90, 59.6 FEET SOUTH OF THE EAST SIGN
 OP1176'POST OF TWO RP SIGNS, 1.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE
 OP1176'AND 0.9 FOOT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 OP1176'MNHD VERTICAL CONTROL MARK DISK STAMPED---4680 BC 1980---, IS CRIMPED
 OP1176'TO TO THE TOP OF A MAGNETIC 5/8 INCH DIAMETER BY 23 FOOT LONG
 OP1176'COPPER-CLAD STEEL ROD DRIVEN TO PROJECT 0.2 FOOT ABOVE THE SURFACE OF
 OP1176'THE GROUND.
 OP1176
 OP1176                          STATION RECOVERY (1996)
 OP1176
 OP1176'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1176'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP1176'FAI 90 MP 102.85, FLUSH, MAGNETIC AND SUITABLE FOR GPS.  TIE TO SIGN
 OP1176'POST IS NOW GONE.  ROD DEPTH IS 23 FT.
 OP1176
 OP1176                          STATION RECOVERY (2004)
 OP1176
 OP1176'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1176'0.65 MILES EAST ON INTERSTATE HIGHWAY 90 FROM JUNCTION OF INTERSTATE H
 OP1176'IGHWAY 90 AND TRUNK HIGHWAY 15, 1.8 MILES NORTH-NORTHEAST OF FAIRMONT,
 OP1176'AT INTERSTATE HIGHWAY 90 MILEPOINT 102.85, 98.3 FEET NORTHEAST OF WES
 OP1176'TBOUND INTERSTATE HIGHWAY 90, 1.2 FEET SOUTHWEST OF FENCE, 0.9 FEET SO
 OP1176'UTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1177 ***********************************************************************
 OP1177  DESIGNATION -  4680 BD
 OP1177  PID         -  OP1177
 OP1177  STATE/COUNTY-  MN/MARTIN
 OP1177  COUNTRY     -  US
 OP1177  USGS QUAD   -  FAIRMONT (1992)
 OP1177
 OP1177                         *CURRENT SURVEY CONTROL
 OP1177  ______________________________________________________________________
 OP1177* NAD 83(1986) POSITION- 43 40 22.     (N) 094 25 26.     (W)   SCALED    
 OP1177* NAVD 88 ORTHO HEIGHT -   351.009  (meters)    1151.60  (feet) ADJUSTED  
 OP1177  ______________________________________________________________________
 OP1177  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 OP1177  DYNAMIC HEIGHT  -        350.936 (meters)     1151.36  (feet) COMP
 OP1177  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 OP1177
 OP1177  VERT ORDER      -  SECOND    CLASS I
 OP1177
 OP1177.The horizontal coordinates were scaled from a topographic map and have
 OP1177.an estimated accuracy of +/- 6 seconds.
 OP1177.
 OP1177.The orthometric height was determined by differential leveling and
 OP1177.adjusted in June 1991.
 OP1177
 OP1177.The dynamic height is computed by dividing the NAVD 88
 OP1177.geopotential number by the normal gravity value computed on the
 OP1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1177.degrees latitude (g = 980.6199 gals.).
 OP1177
 OP1177.The modeled gravity was interpolated from observed gravity values.
 OP1177
 OP1177;                    North         East    Units  Estimated Accuracy
 OP1177;SPC MN S     -   174,840.      765,810.      MT  (+/- 180 meters Scaled)
 OP1177
 OP1177                          SUPERSEDED SURVEY CONTROL
 OP1177
 OP1177.No superseded survey control is available for this station.
 OP1177
 OP1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ852365(NAD 83)
 OP1177
 OP1177_MARKER: DB = BENCH MARK DISK
 OP1177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1177_SP_SET: BRIDGE ABUTMENT
 OP1177_STAMPING: 4680 BD 1980
 OP1177_MARK LOGO: MNDT  
 OP1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1177
 OP1177  HISTORY     - Date     Condition        Report By
 OP1177  HISTORY     - 1980     MONUMENTED       MNDT
 OP1177
 OP1177                          STATION DESCRIPTION
 OP1177
 OP1177'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1177'1.8 MI NNE FROM FAIRMONT.
 OP1177'THE MARK IS LOCATED ABOUT 1.3 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1177'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15, NORTH OF FAIRMONT, NEAR
 OP1177'HIGHWAY 90 MILEPOINT 103.5 AND IN THE NORTHWEST 1/4 OF SECTION 3,
 OP1177'T102N, R30W.  IT IS 26.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE
 OP1177'CENTERLINE OF EASTBOUND HIGHWAY 90.  THE MARK, A STANDARD MNHD BENCH
 OP1177'MARK DISK STAMPED---4680 BD 1980---, IS SET IN THE SOUTHEAST CORNER
 OP1177'OF BRIDGE NUMBER 46830, EASTBOUND HIGHWAY 90 OVER CENTER CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1178 ***********************************************************************
 OP1178  DESIGNATION -  4680 BE
 OP1178  PID         -  OP1178
 OP1178  STATE/COUNTY-  MN/MARTIN
 OP1178  COUNTRY     -  US
 OP1178  USGS QUAD   -  FAIRMONT (1992)
 OP1178
 OP1178                         *CURRENT SURVEY CONTROL
 OP1178  ______________________________________________________________________
 OP1178* NAD 83(1986) POSITION- 43 40 18.     (N) 094 25 05.     (W)   SCALED    
 OP1178* NAVD 88 ORTHO HEIGHT -   357.627  (meters)    1173.31  (feet) ADJUSTED  
 OP1178  ______________________________________________________________________
 OP1178  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 OP1178  DYNAMIC HEIGHT  -        357.552 (meters)     1173.07  (feet) COMP
 OP1178  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 OP1178
 OP1178  VERT ORDER      -  SECOND    CLASS I
 OP1178
 OP1178.The horizontal coordinates were scaled from a topographic map and have
 OP1178.an estimated accuracy of +/- 6 seconds.
 OP1178.
 OP1178.The orthometric height was determined by differential leveling and
 OP1178.adjusted in June 1991.
 OP1178
 OP1178.The dynamic height is computed by dividing the NAVD 88
 OP1178.geopotential number by the normal gravity value computed on the
 OP1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1178.degrees latitude (g = 980.6199 gals.).
 OP1178
 OP1178.The modeled gravity was interpolated from observed gravity values.
 OP1178
 OP1178;                    North         East    Units  Estimated Accuracy
 OP1178;SPC MN S     -   174,720.      766,280.      MT  (+/- 180 meters Scaled)
 OP1178
 OP1178                          SUPERSEDED SURVEY CONTROL
 OP1178
 OP1178.No superseded survey control is available for this station.
 OP1178
 OP1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ856363(NAD 83)
 OP1178
 OP1178_MARKER: DB = BENCH MARK DISK
 OP1178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1178_SP_SET: BRIDGE ABUTMENT
 OP1178_STAMPING: 4680 BE 1980
 OP1178_MARK LOGO: MNDT  
 OP1178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1178
 OP1178  HISTORY     - Date     Condition        Report By
 OP1178  HISTORY     - 1980     MONUMENTED       MNDT
 OP1178
 OP1178                          STATION DESCRIPTION
 OP1178
 OP1178'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1178'2 MI NE FROM FAIRMONT.
 OP1178'THE MARK IS LOCATED ABOUT 1.6 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1178'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15, NORTH OF FAIRMONT, NEAR
 OP1178'HIGHWAY 90 MILEPOINT 103.8 AND IN THE NW 1/4 OF SECTION 3, T102N,
 OP1178'R30W.  IT IS 35.6 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 OP1178'OF EASTBOUND HIGHWAY 90.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1178'STAMPED---4680 BE 1980---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 OP1178'NUMBER 46822, HIGHWAY 90 OVER THE CHICAGO MILWAUKEE ST PAUL AND
 OP1178'PACIFIC RAILWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1179 ***********************************************************************
 OP1179  DESIGNATION -  4680 BF
 OP1179  PID         -  OP1179
 OP1179  STATE/COUNTY-  MN/MARTIN
 OP1179  COUNTRY     -  US
 OP1179  USGS QUAD   -  FAIRMONT (1992)
 OP1179
 OP1179                         *CURRENT SURVEY CONTROL
 OP1179  ______________________________________________________________________
 OP1179* NAD 83(1986) POSITION- 43 40 14.     (N) 094 24 28.     (W)   SCALED    
 OP1179* NAVD 88 ORTHO HEIGHT -   355.108  (meters)    1165.05  (feet) ADJUSTED  
 OP1179  ______________________________________________________________________
 OP1179  GEOID HEIGHT    -        -28.06  (meters)                     GEOID09
 OP1179  DYNAMIC HEIGHT  -        355.034 (meters)     1164.81  (feet) COMP
 OP1179  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 OP1179
 OP1179  VERT ORDER      -  FIRST     CLASS II
 OP1179
 OP1179.The horizontal coordinates were scaled from a topographic map and have
 OP1179.an estimated accuracy of +/- 6 seconds.
 OP1179.
 OP1179.The orthometric height was determined by differential leveling and
 OP1179.adjusted in June 1991.
 OP1179
 OP1179.The dynamic height is computed by dividing the NAVD 88
 OP1179.geopotential number by the normal gravity value computed on the
 OP1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1179.degrees latitude (g = 980.6199 gals.).
 OP1179
 OP1179.The modeled gravity was interpolated from observed gravity values.
 OP1179
 OP1179;                    North         East    Units  Estimated Accuracy
 OP1179;SPC MN S     -   174,590.      767,110.      MT  (+/- 180 meters Scaled)
 OP1179
 OP1179                          SUPERSEDED SURVEY CONTROL
 OP1179
 OP1179.No superseded survey control is available for this station.
 OP1179
 OP1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ865362(NAD 83)
 OP1179
 OP1179_MARKER: DB = BENCH MARK DISK
 OP1179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1179_SP_SET: ABUTMENT
 OP1179_STAMPING: 4680 BF 1980
 OP1179_MARK LOGO: MNDT  
 OP1179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1179+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1990
 OP1179
 OP1179  HISTORY     - Date     Condition        Report By
 OP1179  HISTORY     - 1980     MONUMENTED       MNDT
 OP1179  HISTORY     - 19900824 GOOD             NGS
 OP1179
 OP1179                          STATION DESCRIPTION
 OP1179
 OP1179'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1179'2.4 MI ENE FROM FAIRMONT.
 OP1179'THE MARK IS LOCATED ABOUT 2.1 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1179'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15, NORTH OF FAIRMONT, NEAR
 OP1179'HIGHWAY 90 MILEPOINT 104.75 AND IN THE NW 1/4 OF SECTION 2, T102,
 OP1179'R30W.  IT IS 21.0 FEET EAST OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OP1179'A TOWNSHIP ROAD.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1179'STAMPED---4680 BF 1980---, IS SET IN THE SOUTHEAST CORNER OF BRIDGE
 OP1179'NUMBER 46831, A TOWNSHIP ROAD OVER HIGHWAY 90.
 OP1179
 OP1179                          STATION RECOVERY (1990)
 OP1179
 OP1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1179'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 OP1179'WITH BLUE EARTH AVENUE IN FAIRMONT, THENCE 3.5 KM (2.2 MI) EASTERLY
 OP1179'ALONG INTERSTATE HIGHWAY 90, IN TOP OF AND 2.3 M (7.5 FT) WEST OF THE
 OP1179'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A COUNTY ROAD OVERPASS OF
 OP1179'THE HIGHWAY, 33.8 M (110.9 FT) SOUTH OF THE CENTERLINE OF THE
 OP1179'EASTBOUND LANES OF THE HIGHWAY, AND 6.1 M (20.0 FT) ABOVE THE LEVEL
 OP1179'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1182 ***********************************************************************
 OP1182  DESIGNATION -  4680 BG
 OP1182  PID         -  OP1182
 OP1182  STATE/COUNTY-  MN/MARTIN
 OP1182  COUNTRY     -  US
 OP1182  USGS QUAD   -  FAIRMONT (1992)
 OP1182
 OP1182                         *CURRENT SURVEY CONTROL
 OP1182  ______________________________________________________________________
 OP1182* NAD 83(2007) POSITION- 43 40 13.11555(N) 094 23 33.98966(W)   ADJUSTED  
 OP1182* NAD 83(2007) ELLIP HT-   318.361 (meters)        (02/10/07)   ADJUSTED
 OP1182* NAD 83(2007) EPOCH   -  2002.00
 OP1182* NAVD 88 ORTHO HEIGHT -   346.438  (meters)    1136.61  (feet) ADJUSTED  
 OP1182  ______________________________________________________________________
 OP1182  NAD 83(2007) X  -   -353,943.533 (meters)                     COMP
 OP1182  NAD 83(2007) Y  - -4,607,502.304 (meters)                     COMP
 OP1182  NAD 83(2007) Z  -  4,381,887.847 (meters)                     COMP
 OP1182  LAPLACE CORR    -         -3.06  (seconds)                    DEFLEC09
 OP1182  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 OP1182  DYNAMIC HEIGHT  -        346.366 (meters)     1136.37  (feet) COMP
 OP1182  MODELED GRAVITY -    980,400.6   (mgal)                       NAVD 88
 OP1182
 OP1182  VERT ORDER      -  FIRST     CLASS II
 OP1182
 OP1182  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1182  Type                                         Horiz  Ellip  Dist(km)
 OP1182  -------------------------------------------------------------------
 OP1182  NETWORK                                       0.35   0.37
 OP1182  -------------------------------------------------------------------
 OP1182  MEDIAN LOCAL ACCURACY AND DIST (017 points)   0.39   0.27      4.73
 OP1182  -------------------------------------------------------------------
 OP1182  NOTE: Click here for information on individual local accuracy
 OP1182  values and other accuracy information.
 OP1182
 OP1182
 OP1182.The horizontal coordinates were established by GPS observations
 OP1182.and adjusted by the National Geodetic Survey in February 2007.
 OP1182
 OP1182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1182.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1182
 OP1182.The horizontal coordinates are valid at the epoch date displayed above
 OP1182.which is a decimal equivalence of Year/Month/Day.
 OP1182
 OP1182.The orthometric height was determined by differential leveling and
 OP1182.adjusted in June 1991.
 OP1182
 OP1182.Photographs are available for this station.
 OP1182
 OP1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1182
 OP1182.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1182
 OP1182.The ellipsoidal height was determined by GPS observations
 OP1182.and is referenced to NAD 83.
 OP1182
 OP1182.The dynamic height is computed by dividing the NAVD 88
 OP1182.geopotential number by the normal gravity value computed on the
 OP1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1182.degrees latitude (g = 980.6199 gals.).
 OP1182
 OP1182.The modeled gravity was interpolated from observed gravity values.
 OP1182
 OP1182. The following values were computed from the NAD 83(2007) position.
 OP1182
 OP1182;                    North         East     Units Scale Factor Converg.
 OP1182;SPC MN S     -   174,556.929   768,322.386   MT  1.00002640   -0 16 31.1
 OP1182;SPC MN S     -   572,692.19  2,520,737.69   sFT  1.00002640   -0 16 31.1
 OP1182;UTM  15      - 4,836,198.375   387,718.507   MT  0.99975507   -0 57 42.6
 OP1182
 OP1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1182!SPC MN S     -   0.99995008  x   1.00002640  =   0.99997648
 OP1182!UTM  15      -   0.99995008  x   0.99975507  =   0.99970516
 OP1182
 OP1182                          SUPERSEDED SURVEY CONTROL
 OP1182
 OP1182  NAD 83(1996)-  43 40 13.11481(N)    094 23 33.98921(W) AD(       ) 1
 OP1182  ELLIP H (02/05/03)  318.418  (m)                       GP(       ) 3 2
 OP1182  NAVD 88 (02/05/03)  346.44   (m)         1136.6    (f) LEVELING    3  
 OP1182
 OP1182.Superseded values are not recommended for survey control.
 OP1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1182.See file dsdata.txt to determine how the superseded data were derived.
 OP1182
 OP1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8771836198(NAD 83)
 OP1182
 OP1182_MARKER: DV = VERTICAL CONTROL DISK
 OP1182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1182_SP_SET: COPPER-CLAD STEEL ROD
 OP1182_STAMPING: 4680 BG 1980
 OP1182_MARK LOGO: MNDT  
 OP1182_PROJECTION: RECESSED 8 CENTIMETERS
 OP1182_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1182+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2007
 OP1182_ROD/PIPE-DEPTH:  7.0 meters
 OP1182
 OP1182  HISTORY     - Date     Condition        Report By
 OP1182  HISTORY     - 1980     MONUMENTED       MNDT
 OP1182  HISTORY     - 19900824 GOOD             NGS
 OP1182  HISTORY     - 19961120 GOOD             MNDT
 OP1182  HISTORY     - 20041206 GOOD             MNDT
 OP1182  HISTORY     - 20070905 GOOD             INDIV
 OP1182
 OP1182                          STATION DESCRIPTION
 OP1182
 OP1182'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1182'3 MI ENE FROM FAIRMONT.
 OP1182'THE MARK IS LOCATED ABOUT 2.8 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1182'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15, NORTH OF FAIRMONT, AT
 OP1182'HIGHWAY 90 MILEPOINT 105 AND IN THE NE 1/4 OF SECTION 2, T102N, R30W.
 OP1182'IT IS 97.9 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 OP1182'EASTBOUND HIGHWAY 90, 150 FEET SOUTHEAST OF THE SOUTH EDGE OF THE
 OP1182'CONCRETE OF EASTBOUND HIGHWAY 90 AT THE 1260 STATION STENCIL, 147.0
 OP1182'FEET SOUTHEAST OF MILEPOST 105, 1.0 FEET NORTH OF THE SOUTH
 OP1182'RIGHT-OF-WAY FENCE AND 0.8 FOOT NORTH OF A STEEL WITNESS POST.  THE
 OP1182'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---4680 BG
 OP1182'1980---, IS CRIMPED TO THE TOP OF A MAGNETIC 5/8 INCH DIAMETER BY 23
 OP1182'FOOT LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE SURFACE OF THE
 OP1182'GROUND.
 OP1182
 OP1182                          STATION RECOVERY (1990)
 OP1182
 OP1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1182'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 OP1182'BLUE EARTH AVENUE IN FAIRMONT, THENCE 4.7 KM (2.9 MI) EASTERLY ALONG
 OP1182'INTERSTATE HIGHWAY 90, 29.8 M (97.8 FT) SOUTH OF AND LEVEL WITH THE
 OP1182'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 OP1182'NORTH OF A WITNESS POST AND FENCE.  NOTE--THE ROD IS ENCASED IN A
 OP1182'5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 OP1182
 OP1182                          STATION RECOVERY (1996)
 OP1182
 OP1182'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1182'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1182'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 23 FT.
 OP1182
 OP1182                          STATION RECOVERY (2004)
 OP1182
 OP1182'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1182'3.0 MILES EAST-NORTHEAST OF FAIRMONT, 1.9 MILES NORTH ALONG TRUNK HIGH
 OP1182'WAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND BLUE EARTH AVENUE (COUNTY
 OP1182'ROAD 26) THEN 2.9 MILES EAST ON INTERSTATE HIGHWAY 90, 97.8 FEET SOUT
 OP1182'H OF EASTBOUND INTERSTATE HIGHWAY 90, 150 FEET SOUTHEAST OF INTERSTATE
 OP1182'HIGHWAY 90 STATION 1260 STENCIL, 147 FEET SOUTHEAST OF INTERSTATE HIG
 OP1182'HWAY 90 MILEPOST 105, 1.0 FEET NORTH OF FENCE, 0.8 FEET NORTH OF WITNE
 OP1182'SS POST
 OP1182
 OP1182                          STATION RECOVERY (2007)
 OP1182
 OP1182'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DJK)
 OP1182'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1183 ***********************************************************************
 OP1183  DESIGNATION -  4680 BH
 OP1183  PID         -  OP1183
 OP1183  STATE/COUNTY-  MN/MARTIN
 OP1183  COUNTRY     -  US
 OP1183  USGS QUAD   -  GRANADA (1967)
 OP1183
 OP1183                         *CURRENT SURVEY CONTROL
 OP1183  ______________________________________________________________________
 OP1183* NAD 83(2007) POSITION- 43 40 11.72822(N) 094 22 05.15697(W)   ADJUSTED  
 OP1183* NAD 83(2007) ELLIP HT-   315.163 (meters)        (02/10/07)   ADJUSTED
 OP1183* NAD 83(2007) EPOCH   -  2002.00
 OP1183* NAVD 88 ORTHO HEIGHT -   343.271  (meters)    1126.21  (feet) ADJUSTED  
 OP1183  ______________________________________________________________________
 OP1183  NAD 83(2007) X  -   -351,961.248 (meters)                     COMP
 OP1183  NAD 83(2007) Y  - -4,607,681.485 (meters)                     COMP
 OP1183  NAD 83(2007) Z  -  4,381,854.667 (meters)                     COMP
 OP1183  LAPLACE CORR    -         -2.83  (seconds)                    DEFLEC09
 OP1183  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 OP1183  DYNAMIC HEIGHT  -        343.200 (meters)     1125.98  (feet) COMP
 OP1183  MODELED GRAVITY -    980,400.9   (mgal)                       NAVD 88
 OP1183
 OP1183  VERT ORDER      -  FIRST     CLASS II
 OP1183
 OP1183  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1183  Type                                         Horiz  Ellip  Dist(km)
 OP1183  -------------------------------------------------------------------
 OP1183  NETWORK                                       0.48   0.47
 OP1183  -------------------------------------------------------------------
 OP1183  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.33      2.75
 OP1183  -------------------------------------------------------------------
 OP1183  NOTE: Click here for information on individual local accuracy
 OP1183  values and other accuracy information.
 OP1183
 OP1183
 OP1183.The horizontal coordinates were established by GPS observations
 OP1183.and adjusted by the National Geodetic Survey in February 2007.
 OP1183
 OP1183.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1183.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1183
 OP1183.The horizontal coordinates are valid at the epoch date displayed above
 OP1183.which is a decimal equivalence of Year/Month/Day.
 OP1183
 OP1183.The orthometric height was determined by differential leveling and
 OP1183.adjusted in June 1991.
 OP1183
 OP1183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1183
 OP1183.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1183
 OP1183.The ellipsoidal height was determined by GPS observations
 OP1183.and is referenced to NAD 83.
 OP1183
 OP1183.The dynamic height is computed by dividing the NAVD 88
 OP1183.geopotential number by the normal gravity value computed on the
 OP1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1183.degrees latitude (g = 980.6199 gals.).
 OP1183
 OP1183.The modeled gravity was interpolated from observed gravity values.
 OP1183
 OP1183. The following values were computed from the NAD 83(2007) position.
 OP1183
 OP1183;                    North         East     Units Scale Factor Converg.
 OP1183;SPC MN S     -   174,504.849   770,312.298   MT  1.00002650   -0 15 28.8
 OP1183;SPC MN S     -   572,521.33  2,527,266.26   sFT  1.00002650   -0 15 28.8
 OP1183;UTM  15      - 4,836,122.473   389,707.107   MT  0.99974962   -0 56 41.2
 OP1183
 OP1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1183!SPC MN S     -   0.99995058  x   1.00002650  =   0.99997708
 OP1183!UTM  15      -   0.99995058  x   0.99974962  =   0.99970021
 OP1183
 OP1183                          SUPERSEDED SURVEY CONTROL
 OP1183
 OP1183  NAD 83(1996)-  43 40 11.72770(N)    094 22 05.15656(W) AD(       ) 1
 OP1183  ELLIP H (02/05/03)  315.220  (m)                       GP(       ) 3 2
 OP1183  NAVD 88 (02/05/03)  343.27   (m)         1126.2    (f) LEVELING    3  
 OP1183
 OP1183.Superseded values are not recommended for survey control.
 OP1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1183.See file dsdata.txt to determine how the superseded data were derived.
 OP1183
 OP1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8970736122(NAD 83)
 OP1183
 OP1183_MARKER: DV = VERTICAL CONTROL DISK
 OP1183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1183_SP_SET: COPPER-CLAD STEEL ROD
 OP1183_STAMPING: 4680 BH 1980
 OP1183_MARK LOGO: MNDT  
 OP1183_PROJECTION: RECESSED 5 CENTIMETERS
 OP1183_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1183+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 OP1183_ROD/PIPE-DEPTH:  7.0 meters
 OP1183
 OP1183  HISTORY     - Date     Condition        Report By
 OP1183  HISTORY     - 1980     MONUMENTED       MNDT
 OP1183  HISTORY     - 19900824 GOOD             NGS
 OP1183  HISTORY     - 19961120 GOOD             MNDT
 OP1183
 OP1183                          STATION DESCRIPTION
 OP1183
 OP1183'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1183'2 MI SW FROM GRANADA.
 OP1183'THE MARK IS LOCATED 1.0 MILE WEST ALONG INTERSTATE HIGHWAY 90 FROM
 OP1183'ITS JUNCTION WITH TRUNK HIGHWAY 262, SOUTH OF GRANADA, NEAR HIGHWAY
 OP1183'90 MILEPOINT 106.25 AND IN THE NE 1/4 OF SECTION 1, T102N, R30W.  IT
 OP1183'IS 98.0 FEET SOUTH OF AND ABOUT FLUSH WITH THE CENTERLINE OF
 OP1183'EASTBOUND HIGHWAY 90, 9 FEET WEST OF THE CENTER OF A DEAD END
 OP1183'TOWNSHIP ROAD, 15.0 FEET EAST OF A BURIED CABLE WARNING POST, 1.1
 OP1183'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 0.9 FOOT NORTH OF A
 OP1183'STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL CONTROL MARK
 OP1183'DISK STAMPED---4680 BH 1980---, IS CRIMPED TO THE TOP OF A DRIVEN 5/8
 OP1183'INCH DIAMETER BY 23 FOOT LONG COPPER-CLAD STEEL ROD THAT IS FLUSH
 OP1183'WITH THE SURFACE OF THE GROUND.
 OP1183
 OP1183                          STATION RECOVERY (1990)
 OP1183
 OP1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1183'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 OP1183'BLUE EARTH AVENUE IN FAIRMONT, THENCE 6.7 KM (4.2 MI) EASTERLY ALONG
 OP1183'INTERSTATE HIGHWAY 90, 29.9 M (98.1 FT) SOUTH OF AND LEVEL WITH THE
 OP1183'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 4.7 M (15.4 FT)
 OP1183'WEST OF THE EXTENDED CENTER OF AN ABANDONED ROAD, AND 0.3 M (1.0 FT)
 OP1183'NORTH OF A WITNESS POST AND FENCE.  NOTE--THE ROD IS ENCASED IN A
 OP1183'5-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 OP1183
 OP1183                          STATION RECOVERY (1996)
 OP1183
 OP1183'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1183'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1183'RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 23 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1186 ***********************************************************************
 OP1186  DESIGNATION -  4680 BJ
 OP1186  PID         -  OP1186
 OP1186  STATE/COUNTY-  MN/MARTIN
 OP1186  COUNTRY     -  US
 OP1186  USGS QUAD   -  GRANADA (1967)
 OP1186
 OP1186                         *CURRENT SURVEY CONTROL
 OP1186  ______________________________________________________________________
 OP1186* NAD 83(1986) POSITION- 43 40 12.     (N) 094 20 51.     (W)   SCALED    
 OP1186* NAVD 88 ORTHO HEIGHT -   348.817  (meters)    1144.41  (feet) ADJUSTED  
 OP1186  ______________________________________________________________________
 OP1186  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 OP1186  DYNAMIC HEIGHT  -        348.744 (meters)     1144.17  (feet) COMP
 OP1186  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 OP1186
 OP1186  VERT ORDER      -  FIRST     CLASS II
 OP1186
 OP1186.The horizontal coordinates were scaled from a topographic map and have
 OP1186.an estimated accuracy of +/- 6 seconds.
 OP1186.
 OP1186.The orthometric height was determined by differential leveling and
 OP1186.adjusted in June 1991.
 OP1186
 OP1186.WARNING-Repeat measurements at this control monument indicate possible
 OP1186.vertical movement.
 OP1186
 OP1186.The dynamic height is computed by dividing the NAVD 88
 OP1186.geopotential number by the normal gravity value computed on the
 OP1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1186.degrees latitude (g = 980.6199 gals.).
 OP1186
 OP1186.The modeled gravity was interpolated from observed gravity values.
 OP1186
 OP1186;                    North         East    Units  Estimated Accuracy
 OP1186;SPC MN S     -   174,510.      771,970.      MT  (+/- 180 meters Scaled)
 OP1186
 OP1186                          SUPERSEDED SURVEY CONTROL
 OP1186
 OP1186.No superseded survey control is available for this station.
 OP1186
 OP1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ913361(NAD 83)
 OP1186
 OP1186_MARKER: DB = BENCH MARK DISK
 OP1186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1186_SP_SET: ABUTMENT
 OP1186_STAMPING: 4680 BJ 1980
 OP1186_MARK LOGO: MNDT  
 OP1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OP1186+STABILITY: POSITION/ELEVATION WELL
 OP1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1186+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1990
 OP1186
 OP1186  HISTORY     - Date     Condition        Report By
 OP1186  HISTORY     - 1980     MONUMENTED       MNDT
 OP1186  HISTORY     - 19900824 GOOD             NGS
 OP1186
 OP1186                          STATION DESCRIPTION
 OP1186
 OP1186'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1186'1.8 MI SOUTH FROM GRANADA.
 OP1186'THE MARK IS LOCATED AT THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OP1186'TRUNK HIGHWAY 262 SOUTH OF GRANADA IN THE NW 1/4 OF SECTION 5, T102
 OP1186'N, R29W.  IT IS 26.6 FEET EAST OF AND ABOUT 1/2 FOOT HIGHER THAN THE
 OP1186'CENTERLINE OF TRUNK HIGHWAY 262.  THE MARK, A STANDARD MNHD BENCH
 OP1186'MARK DISK STAMPED---4680 BJ 1980---, IS SET IN THE SOUTHEAST CORNER
 OP1186'OF BRIDGE NUMBER 46823, TRUNK HIGHWAY 262 OVER HIGHWAY 90, AND NEAR
 OP1186'HIGHWAY 90 MILEPOINT 107.3.
 OP1186
 OP1186                          STATION RECOVERY (1990)
 OP1186
 OP1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1186'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 OP1186'BLUE EARTH AVENUE IN FAIRMONT, THENCE 8.4 KM (5.2 MI) EASTERLY ALONG
 OP1186'INTERSTATE HIGHWAY 90, IN TOP OF AND 2.6 M (8.5 FT) WEST OF THE EAST
 OP1186'END OF THE SOUTH CONCRETE ABUTMENT OF STATE HIGHWAY 262 OVERPASS OF
 OP1186'THE HIGHWAY (EXIT 107), 34.1 M (111.9 FT) SOUTH OF THE CENTERLINE OF
 OP1186'THE EASTBOUND LANES OF THE HIGHWAY, AND 6.1 M (20.0 FT) ABOVE THE
 OP1186'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1185 ***********************************************************************
 OP1185  DESIGNATION -  4680 BK
 OP1185  PID         -  OP1185
 OP1185  STATE/COUNTY-  MN/MARTIN
 OP1185  COUNTRY     -  US
 OP1185  USGS QUAD   -  GRANADA (1967)
 OP1185
 OP1185                         *CURRENT SURVEY CONTROL
 OP1185  ______________________________________________________________________
 OP1185* NAD 83(2007) POSITION- 43 40 00.51591(N) 094 20 03.57076(W)   ADJUSTED  
 OP1185* NAD 83(2007) ELLIP HT-   314.473 (meters)        (02/10/07)   ADJUSTED
 OP1185* NAD 83(2007) EPOCH   -  2002.00
 OP1185* NAVD 88 ORTHO HEIGHT -   342.621  (meters)    1124.08  (feet) ADJUSTED  
 OP1185  ______________________________________________________________________
 OP1185  NAD 83(2007) X  -   -349,263.134 (meters)                     COMP
 OP1185  NAD 83(2007) Y  - -4,608,125.921 (meters)                     COMP
 OP1185  NAD 83(2007) Z  -  4,381,603.869 (meters)                     COMP
 OP1185  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC09
 OP1185  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 OP1185  DYNAMIC HEIGHT  -        342.549 (meters)     1123.85  (feet) COMP
 OP1185  MODELED GRAVITY -    980,401.1   (mgal)                       NAVD 88
 OP1185
 OP1185  VERT ORDER      -  FIRST     CLASS II
 OP1185
 OP1185  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1185  Type                                         Horiz  Ellip  Dist(km)
 OP1185  -------------------------------------------------------------------
 OP1185  NETWORK                                       0.40   0.39
 OP1185  -------------------------------------------------------------------
 OP1185  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.36   0.24      3.82
 OP1185  -------------------------------------------------------------------
 OP1185  NOTE: Click here for information on individual local accuracy
 OP1185  values and other accuracy information.
 OP1185
 OP1185
 OP1185.The horizontal coordinates were established by GPS observations
 OP1185.and adjusted by the National Geodetic Survey in February 2007.
 OP1185
 OP1185.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1185.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1185
 OP1185.The horizontal coordinates are valid at the epoch date displayed above
 OP1185.which is a decimal equivalence of Year/Month/Day.
 OP1185
 OP1185.The orthometric height was determined by differential leveling and
 OP1185.adjusted in June 1991.
 OP1185
 OP1185.Photographs are available for this station.
 OP1185
 OP1185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1185
 OP1185.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1185
 OP1185.The ellipsoidal height was determined by GPS observations
 OP1185.and is referenced to NAD 83.
 OP1185
 OP1185.The dynamic height is computed by dividing the NAVD 88
 OP1185.geopotential number by the normal gravity value computed on the
 OP1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1185.degrees latitude (g = 980.6199 gals.).
 OP1185
 OP1185.The modeled gravity was interpolated from observed gravity values.
 OP1185
 OP1185. The following values were computed from the NAD 83(2007) position.
 OP1185
 OP1185;                    North         East     Units Scale Factor Converg.
 OP1185;SPC MN S     -   174,147.097   773,034.782   MT  1.00002728   -0 14 03.6
 OP1185;SPC MN S     -   571,347.60  2,536,198.28   sFT  1.00002728   -0 14 03.6
 OP1185;UTM  15      - 4,835,732.218   392,424.343   MT  0.99974234   -0 55 17.0
 OP1185
 OP1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1185!SPC MN S     -   0.99995069  x   1.00002728  =   0.99997797
 OP1185!UTM  15      -   0.99995069  x   0.99974234  =   0.99969304
 OP1185
 OP1185                          SUPERSEDED SURVEY CONTROL
 OP1185
 OP1185  NAD 83(1996)-  43 40 00.51545(N)    094 20 03.57034(W) AD(       ) 1
 OP1185  ELLIP H (02/05/03)  314.528  (m)                       GP(       ) 3 2
 OP1185  NAVD 88 (02/05/03)  342.62   (m)         1124.1    (f) LEVELING    3  
 OP1185
 OP1185.Superseded values are not recommended for survey control.
 OP1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1185.See file dsdata.txt to determine how the superseded data were derived.
 OP1185
 OP1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9242435732(NAD 83)
 OP1185
 OP1185_MARKER: DV = VERTICAL CONTROL DISK
 OP1185_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1185_SP_SET: COPPER-CLAD STEEL ROD
 OP1185_STAMPING: 4680 BK 1980
 OP1185_MARK LOGO: MNDT  
 OP1185_PROJECTION: RECESSED 5 CENTIMETERS
 OP1185_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1185+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 OP1185_ROD/PIPE-DEPTH:  7.0 meters
 OP1185
 OP1185  HISTORY     - Date     Condition        Report By
 OP1185  HISTORY     - 1980     MONUMENTED       MNDT
 OP1185  HISTORY     - 19900824 GOOD             NGS
 OP1185  HISTORY     - 19961120 GOOD             MNDT
 OP1185  HISTORY     - 20041206 GOOD             MNDT
 OP1185
 OP1185                          STATION DESCRIPTION
 OP1185
 OP1185'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1185'2.1 MI SSE FROM GRANADA.
 OP1185'THE MARK IS LOCATED ABOUT 0.7 MILE EAST ALONG INTERSTATE HIGHWAY 90
 OP1185'FROM ITS JUNCTION WITH TRUNK HIGHWAY 262 SOUTH OF GRANADA NEAR
 OP1185'HIGHWAY 90 MILEPOST 108 AND IN THE SE 1/4 OF SECTION 5, T102N, R29W.
 OP1185'IT IS 74.2 FEET NORTH OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE
 OP1185'OF HIGHWAY 90, 125 FEET NORTHWEST OF THE CENTER OF THE 1420
 OP1185'STATIONING STENCIL IN WESTBOUND HIGHWAY 90, 76.3 FEET NORTHEAST OF
 OP1185'MILEPOST 108, 0.9 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 0.8
 OP1185'FOOT SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OP1185'VERTICAL CONTROL MARK DISK STAMPED---4680 BK 1980---, IS CRIMPED TO
 OP1185'THE TOP OF A DRIVEN MAGNETIC 5/8 INCH DIAMETER BY 23 FOOT LONG
 OP1185'COPPER-CLAD STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 OP1185'GROUND.
 OP1185
 OP1185                          STATION RECOVERY (1990)
 OP1185
 OP1185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1185'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 OP1185'BLUE EARTH AVENUE IN FAIRMONT, THENCE 9.5 KM (5.9 MI) EASTERLY ALONG
 OP1185'INTERSTATE HIGHWAY 90, 1.2 KM (0.7 MI) EAST OF THE INTERSECTION OF
 OP1185'COUNTY ROAD 262 (EXIT 107), 22.5 M (73.8 FT) NORTH OF THE CENTERLINE
 OP1185'OF THE WESTBOUND LANES OF THE HIGHWAY, 1.5 M (4.9 FT) BELOW THE LEVEL
 OP1185'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 OP1185'NOTE--THE ROD IS ENCASED IN A 5-INCH PVC PIPE.
 OP1185
 OP1185                          STATION RECOVERY (1996)
 OP1185
 OP1185'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1185'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1185'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 23 FT.
 OP1185
 OP1185                          STATION RECOVERY (2004)
 OP1185
 OP1185'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1185'2.1 MILES SOUTH-SOUTHEAST OF GRANADA, 1.9 MILES NORTH ALONG TRUNK HIGH
 OP1185'WAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND BLUE EARTH AVENUE (COUNTY
 OP1185'ROAD 26) IN FAIRMONT THEN 5.9 MILES EAST ON INTERSTATE HIGHWAY 90, 0.
 OP1185'7 MILES EAST ON INTERSTATE HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGH
 OP1185'WAY 90 AND COUNTY ROAD 262 (EXIT 107), 73.8 FEET NORTH OF WESTBOUND IN
 OP1185'TERSTATE HIGHWAY 90, 125 FEET NORTHWEST OF WESTBOUND INTERSTATE HIGHWA
 OP1185'Y 90 STATION 1420 STENCIL, 76.3 FEET NORTHEAST OF INTERSTATE HIGHWAY 9
 OP1185'0 MILEPOST 108, 0.9 FEET SOUTH OF FENCE, 0.8 FEET SOUTH OF WITNESS POS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1191 ***********************************************************************
 OP1191  DESIGNATION -  4680 BL
 OP1191  PID         -  OP1191
 OP1191  STATE/COUNTY-  MN/MARTIN
 OP1191  COUNTRY     -  US
 OP1191  USGS QUAD   -  GRANADA (1967)
 OP1191
 OP1191                         *CURRENT SURVEY CONTROL
 OP1191  ______________________________________________________________________
 OP1191* NAD 83(2007) POSITION- 43 39 57.82976(N) 094 18 02.75465(W)   ADJUSTED  
 OP1191* NAD 83(2007) ELLIP HT-   313.157 (meters)        (02/10/07)   ADJUSTED
 OP1191* NAD 83(2007) EPOCH   -  2002.00
 OP1191* NAVD 88 ORTHO HEIGHT -   341.341  (meters)    1119.88  (feet) ADJUSTED  
 OP1191  ______________________________________________________________________
 OP1191  NAD 83(2007) X  -   -346,568.164 (meters)                     COMP
 OP1191  NAD 83(2007) Y  - -4,608,385.838 (meters)                     COMP
 OP1191  NAD 83(2007) Z  -  4,381,542.989 (meters)                     COMP
 OP1191  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC09
 OP1191  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 OP1191  DYNAMIC HEIGHT  -        341.270 (meters)     1119.65  (feet) COMP
 OP1191  MODELED GRAVITY -    980,402.2   (mgal)                       NAVD 88
 OP1191
 OP1191  VERT ORDER      -  FIRST     CLASS II
 OP1191
 OP1191  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1191  Type                                         Horiz  Ellip  Dist(km)
 OP1191  -------------------------------------------------------------------
 OP1191  NETWORK                                       0.55   0.55
 OP1191  -------------------------------------------------------------------
 OP1191  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.45      2.23
 OP1191  -------------------------------------------------------------------
 OP1191  NOTE: Click here for information on individual local accuracy
 OP1191  values and other accuracy information.
 OP1191
 OP1191
 OP1191.The horizontal coordinates were established by GPS observations
 OP1191.and adjusted by the National Geodetic Survey in February 2007.
 OP1191
 OP1191.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1191.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1191
 OP1191.The horizontal coordinates are valid at the epoch date displayed above
 OP1191.which is a decimal equivalence of Year/Month/Day.
 OP1191
 OP1191.The orthometric height was determined by differential leveling and
 OP1191.adjusted in June 1991.
 OP1191
 OP1191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1191
 OP1191.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1191
 OP1191.The ellipsoidal height was determined by GPS observations
 OP1191.and is referenced to NAD 83.
 OP1191
 OP1191.The dynamic height is computed by dividing the NAVD 88
 OP1191.geopotential number by the normal gravity value computed on the
 OP1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1191.degrees latitude (g = 980.6199 gals.).
 OP1191
 OP1191.The modeled gravity was interpolated from observed gravity values.
 OP1191
 OP1191. The following values were computed from the NAD 83(2007) position.
 OP1191
 OP1191;                    North         East     Units Scale Factor Converg.
 OP1191;SPC MN S     -   174,053.678   775,741.270   MT  1.00002747   -0 12 38.9
 OP1191;SPC MN S     -   571,041.11  2,545,077.82   sFT  1.00002747   -0 12 38.9
 OP1191;UTM  15      - 4,835,606.381   395,128.735   MT  0.99973528   -0 53 53.5
 OP1191
 OP1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1191!SPC MN S     -   0.99995090  x   1.00002747  =   0.99997836
 OP1191!UTM  15      -   0.99995090  x   0.99973528  =   0.99968619
 OP1191
 OP1191:                Primary Azimuth Mark                     Grid Az
 OP1191:SPC MN S     -  SOUTH AZ MK                              002 12 05.7
 OP1191:UTM  15      -  SOUTH AZ MK                              002 53 20.3
 OP1191
 OP1191|---------------------------------------------------------------------|
 OP1191| PID    Reference Object                     Distance      Geod. Az  |
 OP1191|                                                           dddmmss.s |
 OP1191| OP1195 SOUTH AZ MK                         483.293 METERS 0015926.8 |
 OP1191|---------------------------------------------------------------------|
 OP1191
 OP1191                          SUPERSEDED SURVEY CONTROL
 OP1191
 OP1191  NAD 83(1996)-  43 39 57.82927(N)    094 18 02.75424(W) AD(       ) 1
 OP1191  ELLIP H (02/05/03)  313.213  (m)                       GP(       ) 3 2
 OP1191  NAVD 88 (02/05/03)  341.34   (m)         1119.9    (f) LEVELING    3  
 OP1191
 OP1191.Superseded values are not recommended for survey control.
 OP1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1191.See file dsdata.txt to determine how the superseded data were derived.
 OP1191
 OP1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9512835606(NAD 83)
 OP1191
 OP1191_MARKER: DV = VERTICAL CONTROL DISK
 OP1191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1191_SP_SET: COPPER-CLAD STEEL ROD
 OP1191_STAMPING: 4680 BL 1980
 OP1191_MARK LOGO: MNDT  
 OP1191_PROJECTION: RECESSED 3 CENTIMETERS
 OP1191_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1191+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 OP1191_ROD/PIPE-DEPTH:  7.6 meters
 OP1191
 OP1191  HISTORY     - Date     Condition        Report By
 OP1191  HISTORY     - 1980     MONUMENTED       MNDT
 OP1191  HISTORY     - 19900824 GOOD             NGS
 OP1191  HISTORY     - 19961120 GOOD             MNDT
 OP1191
 OP1191                          STATION DESCRIPTION
 OP1191
 OP1191'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1191'3.15 MI SE FROM GRANADA.
 OP1191'THE MARK IS LOCATED ABOUT 2.4 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1191'FROM ITS JUNCTION WITH TRUNK HIGHWAY 262 JUST SOUTH OF GRANADA AND IS
 OP1191'NEAR HIGHWAY 90 MILE POINT 109.75 IN THE SW 1/4 OF SECTION 3, T102N,
 OP1191'R29W.  THE MARK IS 192 FEET SOUTHEAST OF THE SOUTH EDGE OF THE
 OP1191'CONCRETE PAVEMENT AT HIGHWAY STATION STENCIL 1505, 98 FEET SOUTH OF
 OP1191'AND ABOUT LEVEL WITH THE EASTBOUND CENTERLINE OF HIGHWAY 90, 23 FEET
 OP1191'EAST OF A FENCE LINE TO THE SOUTH, 3.5 FEET WEST-NORTHWEST OF A R/W
 OP1191'SIGN POST, 0.9 FOOT NORTH OF THE RIGHT-OF-WAY FENCE AND 0.7 FOOT
 OP1191'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD VERTICAL
 OP1191'CONTROL MARK DISK STAMPED---4680 BL 1980---, IS CRIMPED TO THE TOP OF
 OP1191'A DRIVEN 5/8 INCH DIAMETER BY 25 FOOT LONG COPPER-CLAD STEEL ROD THAT
 OP1191'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 OP1191
 OP1191                          STATION RECOVERY (1990)
 OP1191
 OP1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1191'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM THE JUNCTION OF
 OP1191'BLUE EARTH AVENUE IN FAIRMONT, THENCE 12.3 KM (7.6 MI) EASTERLY ALONG
 OP1191'INTERSTATE HIGHWAY 90, 1.1 KM (0.7 MI) WEST OF THE INTERSECTION OF
 OP1191'COUNTY ROAD 59, 29.9 M (98.1 FT) SOUTH OF AND LEVEL WITH THE
 OP1191'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 OP1191'NORTH OF A WITNESS POST AND FENCE.  NOTE--THE ROD IS ENCASED IN A
 OP1191'5-INCH PVC PIPE.
 OP1191
 OP1191                          STATION RECOVERY (1996)
 OP1191
 OP1191'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1191'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1191'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1192 ***********************************************************************
 OP1192  DESIGNATION -  4680 BM
 OP1192  PID         -  OP1192
 OP1192  STATE/COUNTY-  MN/MARTIN
 OP1192  COUNTRY     -  US
 OP1192  USGS QUAD   -  GRANADA (1967)
 OP1192
 OP1192                         *CURRENT SURVEY CONTROL
 OP1192  ______________________________________________________________________
 OP1192* NAD 83(1986) POSITION- 43 39 58.     (N) 094 17 16.     (W)   SCALED    
 OP1192* NAVD 88 ORTHO HEIGHT -   346.068  (meters)    1135.39  (feet) ADJUSTED  
 OP1192  ______________________________________________________________________
 OP1192  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 OP1192  DYNAMIC HEIGHT  -        345.997 (meters)     1135.16  (feet) COMP
 OP1192  MODELED GRAVITY -    980,402.7   (mgal)                       NAVD 88
 OP1192
 OP1192  VERT ORDER      -  SECOND    CLASS I
 OP1192
 OP1192.The horizontal coordinates were scaled from a topographic map and have
 OP1192.an estimated accuracy of +/- 6 seconds.
 OP1192.
 OP1192.The orthometric height was determined by differential leveling and
 OP1192.adjusted in June 1991.
 OP1192
 OP1192.The dynamic height is computed by dividing the NAVD 88
 OP1192.geopotential number by the normal gravity value computed on the
 OP1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1192.degrees latitude (g = 980.6199 gals.).
 OP1192
 OP1192.The modeled gravity was interpolated from observed gravity values.
 OP1192
 OP1192;                    North         East    Units  Estimated Accuracy
 OP1192;SPC MN S     -   174,060.      776,790.      MT  (+/- 180 meters Scaled)
 OP1192
 OP1192                          SUPERSEDED SURVEY CONTROL
 OP1192
 OP1192.No superseded survey control is available for this station.
 OP1192
 OP1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ961355(NAD 83)
 OP1192
 OP1192_MARKER: DB = BENCH MARK DISK
 OP1192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1192_SP_SET: BRIDGE ABUTMENT
 OP1192_STAMPING: 4680 BM 1980
 OP1192_MARK LOGO: MNDT  
 OP1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1192
 OP1192  HISTORY     - Date     Condition        Report By
 OP1192  HISTORY     - 1980     MONUMENTED       MNDT
 OP1192
 OP1192                          STATION DESCRIPTION
 OP1192
 OP1192'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1192'3.65 MI SE FROM GRANADA.
 OP1192'THE MARK IS LOCATED ABOUT 3.1 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1192'FROM ITS JUNCTION WITH TRUNK HIGHWAY 262 JUST SOUTH OF GRANADA AND IS
 OP1192'NEAR HIGHWAY 90 MILE POINT 110.35 IN THE SW 1/4 OF SECTION 2, T102N,
 OP1192'R29W.  THE MARK IS 19.5 EAST OF AND ABOUT LEVEL WITH THE CENTERLINE
 OP1192'OF COUNTY ROAD 59 AND IN THE ABUTMENT IN THE SOUTHEAST CORNER OF
 OP1192'BRIDGE NUMBER 46824 CARRYING COUNTY ROAD 59 OVER HIGHWAY 90.  THE
 OP1192'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---4680 BM 1980---, IS
 OP1192'CEMENTED IN A DRILL HOLE IN THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1196 ***********************************************************************
 OP1196  DESIGNATION -  4680 BM 1
 OP1196  PID         -  OP1196
 OP1196  STATE/COUNTY-  MN/MARTIN
 OP1196  COUNTRY     -  US
 OP1196  USGS QUAD   -  GRANADA (1967)
 OP1196
 OP1196                         *CURRENT SURVEY CONTROL
 OP1196  ______________________________________________________________________
 OP1196* NAD 83(1986) POSITION- 43 39 50.     (N) 094 17 16.     (W)   SCALED    
 OP1196* NAVD 88 ORTHO HEIGHT -   338.844  (meters)    1111.69  (feet) ADJUSTED  
 OP1196  ______________________________________________________________________
 OP1196  GEOID HEIGHT    -        -28.20  (meters)                     GEOID09
 OP1196  DYNAMIC HEIGHT  -        338.774 (meters)     1111.46  (feet) COMP
 OP1196  MODELED GRAVITY -    980,402.3   (mgal)                       NAVD 88
 OP1196
 OP1196  VERT ORDER      -  SECOND    CLASS I
 OP1196
 OP1196.The horizontal coordinates were scaled from a topographic map and have
 OP1196.an estimated accuracy of +/- 6 seconds.
 OP1196.
 OP1196.The orthometric height was determined by differential leveling and
 OP1196.adjusted in June 1991.
 OP1196
 OP1196.The dynamic height is computed by dividing the NAVD 88
 OP1196.geopotential number by the normal gravity value computed on the
 OP1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1196.degrees latitude (g = 980.6199 gals.).
 OP1196
 OP1196.The modeled gravity was interpolated from observed gravity values.
 OP1196
 OP1196;                    North         East    Units  Estimated Accuracy
 OP1196;SPC MN S     -   173,810.      776,790.      MT  (+/- 180 meters Scaled)
 OP1196
 OP1196                          SUPERSEDED SURVEY CONTROL
 OP1196
 OP1196.No superseded survey control is available for this station.
 OP1196
 OP1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ961353(NAD 83)
 OP1196
 OP1196_MARKER: DB = BENCH MARK DISK
 OP1196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1196_SP_SET: HEADWALL OF BOX CULVERT
 OP1196_STAMPING: 4680 BM 1 1980
 OP1196_MARK LOGO: MNDT  
 OP1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1196+STABILITY: SURFACE MOTION
 OP1196
 OP1196  HISTORY     - Date     Condition        Report By
 OP1196  HISTORY     - 1980     MONUMENTED       MNDT
 OP1196
 OP1196                          STATION DESCRIPTION
 OP1196
 OP1196'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1196'3.75 MI SE FROM GRANADA.
 OP1196'THE MARK IS LOCATED ABOUT 3 MILES EAST ALONG COUNTY ROAD 32 FROM ITS
 OP1196'JUNCTION WITH TRUNK HIGHWAY 262 AT GRANADA, THENCE 1.65 MILES SOUTH
 OP1196'ALONG COUNTY ROAD 59 TO A POINT IN THE SW 1/4 OF SECTION 2, T102N,
 OP1196'R29W.  THE MARK IS 44 FEET EAST OF AND 10 FEET LOWER THAN THE CENTER
 OP1196'OF COUNTY ROAD 59 IN THE HEADWALL IN THE SOUTHEAST CORNER OF A 48
 OP1196'FOOT WIDE BY 15 FOOT WIDE TRIPLE BOX CULVERT AT SOUTH CREEK.  THE
 OP1196'MARK, A STANDARD MNHD VERTICAL CONTROL MARK DISK STAMPED---4680 BM 1
 OP1196'1980---, IS SET IN A DRILL HOLE IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1197 ***********************************************************************
 OP1197  DESIGNATION -  4680 BN
 OP1197  PID         -  OP1197
 OP1197  STATE/COUNTY-  MN/MARTIN
 OP1197  COUNTRY     -  US
 OP1197  USGS QUAD   -  GRANADA (1967)
 OP1197
 OP1197                         *CURRENT SURVEY CONTROL
 OP1197  ______________________________________________________________________
 OP1197* NAD 83(1986) POSITION- 43 39 58.     (N) 094 16 38.     (W)   SCALED    
 OP1197* NAVD 88 ORTHO HEIGHT -   337.802  (meters)    1108.27  (feet) ADJUSTED  
 OP1197  ______________________________________________________________________
 OP1197  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 OP1197  DYNAMIC HEIGHT  -        337.733 (meters)     1108.05  (feet) COMP
 OP1197  MODELED GRAVITY -    980,403.1   (mgal)                       NAVD 88
 OP1197
 OP1197  VERT ORDER      -  FIRST     CLASS II
 OP1197
 OP1197.The horizontal coordinates were scaled from a topographic map and have
 OP1197.an estimated accuracy of +/- 6 seconds.
 OP1197.
 OP1197.The orthometric height was determined by differential leveling and
 OP1197.adjusted in June 1991.
 OP1197
 OP1197.The dynamic height is computed by dividing the NAVD 88
 OP1197.geopotential number by the normal gravity value computed on the
 OP1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1197.degrees latitude (g = 980.6199 gals.).
 OP1197
 OP1197.The modeled gravity was interpolated from observed gravity values.
 OP1197
 OP1197;                    North         East    Units  Estimated Accuracy
 OP1197;SPC MN S     -   174,050.      777,640.      MT  (+/- 180 meters Scaled)
 OP1197
 OP1197                          SUPERSEDED SURVEY CONTROL
 OP1197
 OP1197.No superseded survey control is available for this station.
 OP1197
 OP1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ970355(NAD 83)
 OP1197
 OP1197_MARKER: DB = BENCH MARK DISK
 OP1197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP1197_SP_SET: HEADWALL
 OP1197_STAMPING: 4680 BN 1980
 OP1197_MARK LOGO: MNDT  
 OP1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1197+STABILITY: SURFACE MOTION
 OP1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1197+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1990
 OP1197
 OP1197  HISTORY     - Date     Condition        Report By
 OP1197  HISTORY     - 1973     MONUMENTED       MNDT
 OP1197  HISTORY     - 19900824 GOOD             NGS
 OP1197
 OP1197                          STATION DESCRIPTION
 OP1197
 OP1197'DESCRIBED BY MN DEPT OF TRANSP 1973
 OP1197'4.1 MI SE FROM GRANADA.
 OP1197'THE MARK IS LOCATED ABOUT 3.6 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1197'FROM ITS JUNCTION WITH TRUNK HIGHWAY 262 JUST SOUTH OF GRANADA AND IS
 OP1197'NEAR HIGHWAY 90 MILE POINT 110.9 NEAR THE CENTER OF SECTION 2, T102N,
 OP1197'R29W.  THE MARK IS 29.8 FEET SOUTH OF AND 0.5 FOOT LOWER THAN THE
 OP1197'EASTBOUND CENTERLINE OF HIGHWAY 90 AND IN THE HEADWALL IN THE
 OP1197'SOUTHEAST CORNER OF A 40 FOOT WIDE BY 12 FOOT HIGH TRIPLE BOX CULVERT
 OP1197'AT SOUTH CREEK.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1197'STAMPED---4680 BN 1980---, IS CEMENTED IN THE HEADWALL.
 OP1197
 OP1197                          STATION RECOVERY (1990)
 OP1197
 OP1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1197'14.7 KM (9.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1197'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, IN TOP OF AND 0.3 M (1.0
 OP1197'FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A
 OP1197'MULTI-BOX CULVERT SPANNING SOUTH CREEK, 0.8 KM (0.5 MI) EAST OF THE
 OP1197'INTERSECTION OF COUNTY ROAD 59, AND 9.2 M (30.2 FT) SOUTH OF AND
 OP1197'LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1198 ***********************************************************************
 OP1198  DESIGNATION -  4680 BP
 OP1198  PID         -  OP1198
 OP1198  STATE/COUNTY-  MN/MARTIN
 OP1198  COUNTRY     -  US
 OP1198  USGS QUAD   -  GRANADA (1967)
 OP1198
 OP1198                         *CURRENT SURVEY CONTROL
 OP1198  ______________________________________________________________________
 OP1198* NAD 83(2007) POSITION- 43 39 58.22156(N) 094 15 43.96479(W)   ADJUSTED  
 OP1198* NAD 83(2007) ELLIP HT-   308.379 (meters)        (02/10/07)   ADJUSTED
 OP1198* NAD 83(2007) EPOCH   -  2002.00
 OP1198* NAVD 88 ORTHO HEIGHT -   336.570  (meters)    1104.23  (feet) ADJUSTED  
 OP1198  ______________________________________________________________________
 OP1198  NAD 83(2007) X  -   -343,466.354 (meters)                     COMP
 OP1198  NAD 83(2007) Y  - -4,608,606.218 (meters)                     COMP
 OP1198  NAD 83(2007) Z  -  4,381,548.437 (meters)                     COMP
 OP1198  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 OP1198  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 OP1198  DYNAMIC HEIGHT  -        336.500 (meters)     1104.00  (feet) COMP
 OP1198  MODELED GRAVITY -    980,403.7   (mgal)                       NAVD 88
 OP1198
 OP1198  VERT ORDER      -  SECOND    CLASS I
 OP1198
 OP1198  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1198  Type                                         Horiz  Ellip  Dist(km)
 OP1198  -------------------------------------------------------------------
 OP1198  NETWORK                                       0.52   0.51
 OP1198  -------------------------------------------------------------------
 OP1198  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.50   0.43      2.23
 OP1198  -------------------------------------------------------------------
 OP1198  NOTE: Click here for information on individual local accuracy
 OP1198  values and other accuracy information.
 OP1198
 OP1198
 OP1198.The horizontal coordinates were established by GPS observations
 OP1198.and adjusted by the National Geodetic Survey in February 2007.
 OP1198
 OP1198.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1198.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1198
 OP1198.The horizontal coordinates are valid at the epoch date displayed above
 OP1198.which is a decimal equivalence of Year/Month/Day.
 OP1198
 OP1198.The orthometric height was determined by differential leveling and
 OP1198.adjusted in June 1991.
 OP1198
 OP1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1198
 OP1198.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1198
 OP1198.The ellipsoidal height was determined by GPS observations
 OP1198.and is referenced to NAD 83.
 OP1198
 OP1198.The dynamic height is computed by dividing the NAVD 88
 OP1198.geopotential number by the normal gravity value computed on the
 OP1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1198.degrees latitude (g = 980.6199 gals.).
 OP1198
 OP1198.The modeled gravity was interpolated from observed gravity values.
 OP1198
 OP1198. The following values were computed from the NAD 83(2007) position.
 OP1198
 OP1198;                    North         East     Units Scale Factor Converg.
 OP1198;SPC MN S     -   174,055.063   778,850.834   MT  1.00002744   -0 11 01.7
 OP1198;SPC MN S     -   571,045.65  2,555,279.78   sFT  1.00002744   -0 11 01.7
 OP1198;UTM  15      - 4,835,570.460   398,237.171   MT  0.99972737   -0 52 17.7
 OP1198
 OP1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1198!SPC MN S     -   0.99995165  x   1.00002744  =   0.99997908
 OP1198!UTM  15      -   0.99995165  x   0.99972737  =   0.99967903
 OP1198
 OP1198:                Primary Azimuth Mark                     Grid Az
 OP1198:SPC MN S     -  4680 HH                                  088 39 01.9
 OP1198:UTM  15      -  4680 HH                                  089 20 17.9
 OP1198
 OP1198|---------------------------------------------------------------------|
 OP1198| PID    Reference Object                     Distance      Geod. Az  |
 OP1198|                                                           dddmmss.s |
 OP1198| OP1199 4680 HH                             APPROX. 1.1 KM 0882800.2 |
 OP1198|---------------------------------------------------------------------|
 OP1198
 OP1198                          SUPERSEDED SURVEY CONTROL
 OP1198
 OP1198  NAD 83(1996)-  43 39 58.22106(N)    094 15 43.96433(W) AD(       ) 1
 OP1198  ELLIP H (02/05/03)  308.435  (m)                       GP(       ) 3 2
 OP1198  NAVD 88 (02/05/03)  336.6    (m)  GEOID99 model used   GPS OBS        
 OP1198
 OP1198.Superseded values are not recommended for survey control.
 OP1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1198.See file dsdata.txt to determine how the superseded data were derived.
 OP1198
 OP1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9823735570(NAD 83)
 OP1198
 OP1198_MARKER: DV = VERTICAL CONTROL DISK
 OP1198_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OP1198_SP_SET: COPPER-CLAD STEEL ROD
 OP1198_STAMPING: 4680 BP 1980
 OP1198_MARK LOGO: MNDT  
 OP1198_PROJECTION: FLUSH
 OP1198_MAGNETIC: I = MARKER IS A STEEL ROD
 OP1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1198+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 OP1198_ROD/PIPE-DEPTH:  9.1 meters
 OP1198
 OP1198  HISTORY     - Date     Condition        Report By
 OP1198  HISTORY     - 1980     MONUMENTED       MNDT
 OP1198  HISTORY     - 19961120 GOOD             MNDT
 OP1198
 OP1198                          STATION DESCRIPTION
 OP1198
 OP1198'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1198'2 MI NW FROM GUCKEEN.
 OP1198'THE MARK IS LOCATED ABOUT 1.75 MILES WEST ALONG INTERSTATE HIGHWAY 90
 OP1198'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1198'NEAR HIGHWAY 90 MILE POINT 111.6 IN THE SW 1/4 OF SECTION 1, T102N,
 OP1198'R29W.  THE MARK IS 40.3 FEET SOUTH OF AND 4 FEET LOWER THAN THE
 OP1198'WESTBOUND CENTERLINE OF HIGHWAY 90, 44.2 FEET NORTH OF THE EASTBOUND
 OP1198'CENTERLINE IN THE MEDIAN OF HIGHWAY 90 AT ENGINEERS STATION 1608+75,
 OP1198'48.8 FEET WEST OF THE CENTER OF A MANHOLE AT A DROP INLET AND 1.1
 OP1198'FEET WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 OP1198'VERTICAL CONTROL MARK DISK STAMPED---8680 BP 1980---, IS CRIMPED TO
 OP1198'THE TOP OF A DRIVEN 5/8 INCH DIAMETER BY 30 FOOT LONG COPPER-CLAD
 OP1198'STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 OP1198
 OP1198                          STATION RECOVERY (1996)
 OP1198
 OP1198'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1198'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP1198'FLUSH, MAGNETIC AND SUITABLE FOR GPS.  ROD DEPTH IS 30 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0304 ***********************************************************************
 OP0304  DESIGNATION -  4680 C
 OP0304  PID         -  OP0304
 OP0304  STATE/COUNTY-  MN/MARTIN
 OP0304  COUNTRY     -  US
 OP0304  USGS QUAD   -  ALPHA (1970)
 OP0304
 OP0304                         *CURRENT SURVEY CONTROL
 OP0304  ______________________________________________________________________
 OP0304* NAD 83(1986) POSITION- 43 39 12.     (N) 094 48 14.     (W)   SCALED    
 OP0304* NAVD 88 ORTHO HEIGHT -   400.867  (meters)    1315.18  (feet) ADJUSTED  
 OP0304  ______________________________________________________________________
 OP0304  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 OP0304  DYNAMIC HEIGHT  -        400.772 (meters)     1314.87  (feet) COMP
 OP0304  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OP0304
 OP0304  VERT ORDER      -  SECOND    CLASS I
 OP0304
 OP0304.The horizontal coordinates were scaled from a topographic map and have
 OP0304.an estimated accuracy of +/- 6 seconds.
 OP0304.
 OP0304.The orthometric height was determined by differential leveling and
 OP0304.adjusted in June 1991.
 OP0304
 OP0304.The dynamic height is computed by dividing the NAVD 88
 OP0304.geopotential number by the normal gravity value computed on the
 OP0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0304.degrees latitude (g = 980.6199 gals.).
 OP0304
 OP0304.The modeled gravity was interpolated from observed gravity values.
 OP0304
 OP0304;                    North         East    Units  Estimated Accuracy
 OP0304;SPC MN S     -   172,910.      735,150.      MT  (+/- 180 meters Scaled)
 OP0304
 OP0304                          SUPERSEDED SURVEY CONTROL
 OP0304
 OP0304  NGVD 29 (??/??/92)  400.763  (m)         1314.84   (f) ADJ UNCH    2 1
 OP0304
 OP0304.Superseded values are not recommended for survey control.
 OP0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0304.See file dsdata.txt to determine how the superseded data were derived.
 OP0304
 OP0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ545349(NAD 83)
 OP0304
 OP0304_MARKER: DD = SURVEY DISK
 OP0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0304_STAMPING: 4680 C 1963
 OP0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0304+STABILITY: SURFACE MOTION
 OP0304
 OP0304  HISTORY     - Date     Condition        Report By
 OP0304  HISTORY     - 1963     MONUMENTED       MNDT
 OP0304  HISTORY     - 1975     GOOD             MNDT
 OP0304
 OP0304                          STATION DESCRIPTION
 OP0304
 OP0304'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0304'3.5 MI ENE FROM ALPHA.
 OP0304'THE MARK IS LOCATED 3.5 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0304'FAI 90 AND COUNTY ROAD 29 (1.0 MILE NORTH OF ALPHA) AND 3.7 MILES
 OP0304'WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK HIGHWAY 4
 OP0304'(0.9 MILE NORTH-NORTHWEST OF SHERBURN).  IT IS OF FAI 90 MILEPOINT
 OP0304'83.5.  IT IS 92.4 FEET NORTH OF AND ABOUT 3 FEET LOWER THAN THE
 OP0304'CENTERLINE OF THE WEST-BOUND LANE OF FAI 90 AT STATION 133+71, 151.0
 OP0304'FEET WEST-NORTHWEST OF STENCIL 135 ON THE NORTH EDGE OF THE STAB OF
 OP0304'THE WEST-BOUND LANE, AND 6.8 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 OP0304'FENCE.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 OP0304'(MAGNETIC) THAT IS BURIED 3 INCHES BELOW THE SURFACE OF THE GROUND.
 OP0304'NEAR THE CENTER OF SECTION 9, T 102N, R 33W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1190 ***********************************************************************
 OP1190  DESIGNATION -  4680 EE
 OP1190  PID         -  OP1190
 OP1190  STATE/COUNTY-  MN/MARTIN
 OP1190  COUNTRY     -  US
 OP1190  USGS QUAD   -  GRANADA (1967)
 OP1190
 OP1190                         *CURRENT SURVEY CONTROL
 OP1190  ______________________________________________________________________
 OP1190* NAD 83(1986) POSITION- 43 40 02.     (N) 094 19 04.     (W)   SCALED    
 OP1190* NAVD 88 ORTHO HEIGHT -   343.335  (meters)    1126.42  (feet) ADJUSTED  
 OP1190  ______________________________________________________________________
 OP1190  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 OP1190  DYNAMIC HEIGHT  -        343.263 (meters)     1126.19  (feet) COMP
 OP1190  MODELED GRAVITY -    980,401.7   (mgal)                       NAVD 88
 OP1190
 OP1190  VERT ORDER      -  SECOND    CLASS I
 OP1190
 OP1190.The horizontal coordinates were scaled from a topographic map and have
 OP1190.an estimated accuracy of +/- 6 seconds.
 OP1190.
 OP1190.The orthometric height was determined by differential leveling and
 OP1190.adjusted in June 1991.
 OP1190
 OP1190.The dynamic height is computed by dividing the NAVD 88
 OP1190.geopotential number by the normal gravity value computed on the
 OP1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1190.degrees latitude (g = 980.6199 gals.).
 OP1190
 OP1190.The modeled gravity was interpolated from observed gravity values.
 OP1190
 OP1190;                    North         East    Units  Estimated Accuracy
 OP1190;SPC MN S     -   174,190.      774,370.      MT  (+/- 180 meters Scaled)
 OP1190
 OP1190                          SUPERSEDED SURVEY CONTROL
 OP1190
 OP1190.No superseded survey control is available for this station.
 OP1190
 OP1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ937357(NAD 83)
 OP1190
 OP1190_MARKER: DB = BENCH MARK DISK
 OP1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1190_SP_SET: CONCRETE POST
 OP1190_STAMPING: 4680 EE 1973
 OP1190_MARK LOGO: MNDT  
 OP1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1190+STABILITY: SURFACE MOTION
 OP1190
 OP1190  HISTORY     - Date     Condition        Report By
 OP1190  HISTORY     - 1973     MONUMENTED       MNDT
 OP1190  HISTORY     - 1980     GOOD             MNDT
 OP1190
 OP1190                          STATION DESCRIPTION
 OP1190
 OP1190'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1190'2.5 MI SE FROM GRANADA.
 OP1190'THE MARK IS LOCATED ABOUT 1.5 MILES EAST ALONG INTERSTATE HIGHWAY 90
 OP1190'FROM ITS JUNCTION WITH TRUNK HIGHWAY 262 JUST SOUTH OF GRANADA AND IS
 OP1190'NEAR HIGHWAY 90 MILE POINT 108.85 NEAR THE CENTER OF SECTION 4,
 OP1190'T102N, R29W.  THE MARK IS 131.5 FEET NORTH OF THE WESTBOUND
 OP1190'CENTERLINE OF HIGHWAY 90, 66 FEET NORTH OF POWER POLE NUMBER 7304
 OP1190'2927, 33 FEET NORTH OF AND 3 FEET LOWER THAN THE CENTER OF THE
 OP1190'TOWNSHIP ROAD, 32.5 FEET NORTH OF THE HIGHWAY 90 NORTH RIGHT-OF-WAY
 OP1190'FENCE AND 0.5 FEET SOUTH OF A STEEL WITNESS POST.  THE MARK, A
 OP1190'STANDARD MNHD BENCH MARK DISK STAMPED---4680 EE 1973---, IS SET IN
 OP1190'THE TOP OF A MAGNETIC CONCRETE POST THAT IS BURIED 1 INCH BELOW
 OP1190'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0317 ***********************************************************************
 OP0317  DESIGNATION -  4680 G RESET
 OP0317  PID         -  OP0317
 OP0317  STATE/COUNTY-  MN/MARTIN
 OP0317  COUNTRY     -  US
 OP0317  USGS QUAD   -  SHERBURN (1970)
 OP0317
 OP0317                         *CURRENT SURVEY CONTROL
 OP0317  ______________________________________________________________________
 OP0317* NAD 83(1986) POSITION- 43 40 00.     (N) 094 42 13.     (W)   SCALED    
 OP0317* NAVD 88 ORTHO HEIGHT -   395.336  (meters)    1297.03  (feet) ADJUSTED  
 OP0317  ______________________________________________________________________
 OP0317  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0317  DYNAMIC HEIGHT  -        395.245 (meters)     1296.73  (feet) COMP
 OP0317  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 OP0317
 OP0317  VERT ORDER      -  SECOND    CLASS I
 OP0317
 OP0317.The horizontal coordinates were scaled from a topographic map and have
 OP0317.an estimated accuracy of +/- 6 seconds.
 OP0317.
 OP0317.The orthometric height was determined by differential leveling and
 OP0317.adjusted in June 1991.
 OP0317
 OP0317.The dynamic height is computed by dividing the NAVD 88
 OP0317.geopotential number by the normal gravity value computed on the
 OP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0317.degrees latitude (g = 980.6199 gals.).
 OP0317
 OP0317.The modeled gravity was interpolated from observed gravity values.
 OP0317
 OP0317;                    North         East    Units  Estimated Accuracy
 OP0317;SPC MN S     -   174,320.      743,250.      MT  (+/- 180 meters Scaled)
 OP0317
 OP0317                          SUPERSEDED SURVEY CONTROL
 OP0317
 OP0317.No superseded survey control is available for this station.
 OP0317
 OP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ626362(NAD 83)
 OP0317
 OP0317_MARKER: DD = SURVEY DISK
 OP0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0317_SP_SET: ABUTMENT
 OP0317_STAMPING: 4680 G 1974
 OP0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0317
 OP0317  HISTORY     - Date     Condition        Report By
 OP0317  HISTORY     - 1974     MONUMENTED       MNDT
 OP0317  HISTORY     - 1975     GOOD             MNDT
 OP0317
 OP0317                          STATION DESCRIPTION
 OP0317
 OP0317'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0317'1.5 MI NE FROM SHERBURN.
 OP0317'THE MARK IS LOCATED 1.5 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0317'OF FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST ALONG TRUNK
 OP0317'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAYS 4 AND 16 IN SHERBURN)
 OP0317'AND IS 4.85 MILES WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90
 OP0317'AND TRUNK HIGHWAY 263.  IT IS AT FAI 90 MILEPOINT 88.75.  IT IS SET IN
 OP0317'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NUMBER 46808 (EAST-BOUND FAI
 OP0317'90 OVER THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC SPUR LINE TRACKS
 OP0317'TO THE FOX LAKE POWER PLANT).  SE 1/4 SECTION 5, T 102N, R 32W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0318 ***********************************************************************
 OP0318  DESIGNATION -  4680 H
 OP0318  PID         -  OP0318
 OP0318  STATE/COUNTY-  MN/MARTIN
 OP0318  COUNTRY     -  US
 OP0318  USGS QUAD   -  SHERBURN (1970)
 OP0318
 OP0318                         *CURRENT SURVEY CONTROL
 OP0318  ______________________________________________________________________
 OP0318* NAD 83(2007) POSITION- 43 39 58.91306(N) 094 41 08.22868(W)   ADJUSTED  
 OP0318* NAD 83(2007) ELLIP HT-   356.050 (meters)        (02/10/07)   ADJUSTED
 OP0318* NAD 83(2007) EPOCH   -  2002.00
 OP0318* NAVD 88 ORTHO HEIGHT -   383.979  (meters)    1259.77  (feet) ADJUSTED  
 OP0318  ______________________________________________________________________
 OP0318  NAD 83(2007) X  -   -377,515.141 (meters)                     COMP
 OP0318  NAD 83(2007) Y  - -4,605,961.924 (meters)                     COMP
 OP0318  NAD 83(2007) Z  -  4,381,596.791 (meters)                     COMP
 OP0318  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC09
 OP0318  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0318  DYNAMIC HEIGHT  -        383.891 (meters)     1259.48  (feet) COMP
 OP0318  MODELED GRAVITY -    980,380.4   (mgal)                       NAVD 88
 OP0318
 OP0318  VERT ORDER      -  SECOND    CLASS I
 OP0318
 OP0318  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0318  Type                                         Horiz  Ellip  Dist(km)
 OP0318  -------------------------------------------------------------------
 OP0318  NETWORK                                       0.52   0.43
 OP0318  -------------------------------------------------------------------
 OP0318  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.60   0.38      4.54
 OP0318  -------------------------------------------------------------------
 OP0318  NOTE: Click here for information on individual local accuracy
 OP0318  values and other accuracy information.
 OP0318
 OP0318
 OP0318.The horizontal coordinates were established by GPS observations
 OP0318.and adjusted by the National Geodetic Survey in February 2007.
 OP0318
 OP0318.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0318.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0318
 OP0318.The horizontal coordinates are valid at the epoch date displayed above
 OP0318.which is a decimal equivalence of Year/Month/Day.
 OP0318
 OP0318.The orthometric height was determined by differential leveling and
 OP0318.adjusted in June 1991.
 OP0318
 OP0318.Photographs are available for this station.
 OP0318
 OP0318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0318
 OP0318.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0318
 OP0318.The ellipsoidal height was determined by GPS observations
 OP0318.and is referenced to NAD 83.
 OP0318
 OP0318.The dynamic height is computed by dividing the NAVD 88
 OP0318.geopotential number by the normal gravity value computed on the
 OP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0318.degrees latitude (g = 980.6199 gals.).
 OP0318
 OP0318.The modeled gravity was interpolated from observed gravity values.
 OP0318
 OP0318. The following values were computed from the NAD 83(2007) position.
 OP0318
 OP0318;                    North         East     Units Scale Factor Converg.
 OP0318;SPC MN S     -   174,274.396   744,701.025   MT  1.00002740   -0 28 50.1
 OP0318;SPC MN S     -   571,765.25  2,443,239.95   sFT  1.00002740   -0 28 50.1
 OP0318;UTM  15      - 4,836,198.256   364,101.053   MT  0.99982717   -1 09 50.5
 OP0318
 OP0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0318!SPC MN S     -   0.99994417  x   1.00002740  =   0.99997157
 OP0318!UTM  15      -   0.99994417  x   0.99982717  =   0.99977135
 OP0318
 OP0318:                Primary Azimuth Mark                     Grid Az
 OP0318:SPC MN S     -  4680 AN                                  085 35 01.5
 OP0318:UTM  15      -  4680 AN                                  086 16 01.9
 OP0318
 OP0318|---------------------------------------------------------------------|
 OP0318| PID    Reference Object                     Distance      Geod. Az  |
 OP0318|                                                           dddmmss.s |
 OP0318| OP0319 4680 AN                             APPROX. 1.3 KM 0850611.4 |
 OP0318|---------------------------------------------------------------------|
 OP0318
 OP0318                          SUPERSEDED SURVEY CONTROL
 OP0318
 OP0318  NAD 83(1996)-  43 39 58.91245(N)    094 41 08.22820(W) AD(       ) 1
 OP0318  ELLIP H (02/05/03)  356.103  (m)                       GP(       ) 3 2
 OP0318  NAVD 88 (02/05/03)  383.98   (m)         1259.8    (f) LEVELING    3  
 OP0318  NGVD 29 (??/??/92)  383.888  (m)         1259.47   (f) ADJ UNCH    2 1
 OP0318
 OP0318.Superseded values are not recommended for survey control.
 OP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0318.See file dsdata.txt to determine how the superseded data were derived.
 OP0318
 OP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ6410136198(NAD 83)
 OP0318
 OP0318_MARKER: DB = BENCH MARK DISK
 OP0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0318_STAMPING: 4680 H 1964
 OP0318_MARK LOGO: MNHD  
 OP0318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0318+STABILITY: SURFACE MOTION
 OP0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0318+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 OP0318
 OP0318  HISTORY     - Date     Condition        Report By
 OP0318  HISTORY     - 1964     MONUMENTED       MNDT
 OP0318  HISTORY     - 1975     GOOD             MNDT
 OP0318  HISTORY     - 1979     GOOD             MNDT
 OP0318  HISTORY     - 19961121 GOOD             MNDT
 OP0318  HISTORY     - 20041208 GOOD             MNDT
 OP0318
 OP0318                          STATION DESCRIPTION
 OP0318
 OP0318'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0318'1.5 MI SE FROM FOX LAKE.
 OP0318'THE MARK IS LOCATED 2.4 MILES EASTERLY ALONG FAI 90 FROM THE JUNCTION
 OP0318'OF FAI 90 AND TRUNK HIGHWAY 4 (0.9 MILE NORTH-NORTHWEST ALONG TRUNK
 OP0318'HIGHWAY 4 FROM THE JUNCTION OF TRUNK HIGHWAYS 4 AND 16 IN SHERBURN)
 OP0318'AND IS 3.95 MILES WESTERLY ALONG FAI 90 FROM THE JUNCTION OF FAI 90
 OP0318'AND TRUNK HIGHWAY 263.  IT IS AT FAI 90 MILEPOINT 89.65.  IT IS 183.0
 OP0318'FEET SOUTH OF THE CENTERLINE OF WEST-BOUND FAI 90 AT STATION 455 + 20,
 OP0318'48.0 FEET NORTH OF A FENCE CORNER, 21.6 FEET WEST OF A FIELD DRAIN
 OP0318'CLEAN OUT (15 INCH CONCRETE PIPE) AND 51.8 FEET SOUTH-SOUTHWEST OF THE
 OP0318'SOUTH END OF A CULVERT.  THE MARK IS SET IN THE TOP OF A PRECAST
 OP0318'CONCRETE MONUMENT (MAGNETIC) AND IS 0.9 FOOT NORTH OF A STEEL WITNESS
 OP0318'POST.  SW 1/4 SECTION 4, T 102N, R 32W.
 OP0318
 OP0318                          STATION RECOVERY (1979)
 OP0318
 OP0318'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OP0318'THE BENCH MARK IS LOCATED 2.4 MILES EASTERLY ALONG INTERSTATE 90 FROM
 OP0318'THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY 4 (0.9 MILE
 OP0318'NORTH-NORTHWEST ALONG TRUNK HIGHWAY 4 FROM THE JUNCTION OF TRUNK
 OP0318'HIGHWAY 4 AND 16 IN SHERBURN) AND IS 3.95 MILES WESTERLY ALONG
 OP0318'INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY
 OP0318'263. IT IS AT INTERSTATE 90 MILE POINT 89.65. IT IS 183.0 FEET SOUTH
 OP0318'OF THE CENTERLINE OF WESTBOUND INTERSTATE 90 AT STA. 455 20, 48.0
 OP0318'FEET NORTH OF A FENCE CORNER, 21.6 FEET WEST OF A FIELD DRAIN CLEAN
 OP0318'OUT, (15 INCH CONCRETE PIPE) AND 51.8 FEET SOUTH-SOUTHWEST OF THE
 OP0318'SOUTH END OF A CULVERT. THE BENCH MARK IS SET IN THE TOP OF A PRECAST
 OP0318'CONCRETE MONUMENT (MAGNETIC) AND IS 0.9 FOOT NORTH OF A STEEL WITNESS
 OP0318'POST.
 OP0318
 OP0318                          STATION RECOVERY (1996)
 OP0318
 OP0318'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0318'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OP0318'THE MARK IS 1.5 MI (2.4 KM) SE OF FOX LAKE, 2.4 MI (3.9 KM) EAST ON
 OP0318'FAI 90 FROM JCT OF FAI 90 AND TH 4, 3.95 MI (6.36 KM) WEST ON FAI 90
 OP0318'FROM JCT OF FAI 90 AND TH 263, AT FAI 90 MP 89.85, 183 FT (55.8 M)
 OP0318'SOUTH OF FAI 90 WB STA 455+20, 93.7 FT (28.6 M) SOUTH OF EB FAI 90,
 OP0318'21.6 FT (6.6 M) WEST OF FIELD DRAIN CLEAN OUT, 51.8 FT (15.8 M) SSW OF
 OP0318'SOUTH END OF CULVERT, 0.9 FT (27.4 CM) NORTH OF WIT POST, 6.3 FT (1.9
 OP0318'M) SOUTH OF FENCE, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.
 OP0318
 OP0318                          STATION RECOVERY (2004)
 OP0318
 OP0318'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP0318'1.5 MILES SOUTHEAST OF FOX LAKE, 2.4 MILES EAST ON INTERSTATE HIGHWAY
 OP0318'90 FROM JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 4, 3.95 MI
 OP0318'LES WEST ON INTERSTATE HIGHWAY 90 FROM JUNCTION OF INTERSTATE HIGHWAY
 OP0318'90 AND TRUNK HIGHWAY 263, AT INTERSTATE HIGHWAY 90 MILEPOINT 89.85, 93
 OP0318'.7 FEET SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 183.0 FEET SOUTH OF
 OP0318'INTERSTATE HIGHWAY 90 WESTBOUND STATION 455+20, 21.6 FEET WEST OF FIEL
 OP0318'D DRAIN CLEAN OUT, 51.8 FEET SOUTH-SOUTHWEST OF SOUTH END OF CULVERT,
 OP0318'6.3 FEET NORTH OF RIGHT OF WAY FENCE, 0.9 FOOT NORTH OF WITNESS POST .
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1199 ***********************************************************************
 OP1199  DESIGNATION -  4680 HH
 OP1199  PID         -  OP1199
 OP1199  STATE/COUNTY-  MN/MARTIN
 OP1199  COUNTRY     -  US
 OP1199  USGS QUAD   -  HUNTLEY (1967)
 OP1199
 OP1199                         *CURRENT SURVEY CONTROL
 OP1199  ______________________________________________________________________
 OP1199* NAD 83(2007) POSITION- 43 39 59.20977(N) 094 14 52.94421(W)   ADJUSTED  
 OP1199* NAD 83(2007) ELLIP HT-   309.284 (meters)        (02/10/07)   ADJUSTED
 OP1199* NAD 83(2007) EPOCH   -  2002.00
 OP1199* NAVD 88 ORTHO HEIGHT -   337.529  (meters)    1107.38  (feet) ADJUSTED  
 OP1199  ______________________________________________________________________
 OP1199  NAD 83(2007) X  -   -342,324.871 (meters)                     COMP
 OP1199  NAD 83(2007) Y  - -4,608,670.686 (meters)                     COMP
 OP1199  NAD 83(2007) Z  -  4,381,571.125 (meters)                     COMP
 OP1199  LAPLACE CORR    -         -2.77  (seconds)                    DEFLEC09
 OP1199  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 OP1199  DYNAMIC HEIGHT  -        337.459 (meters)     1107.15  (feet) COMP
 OP1199  MODELED GRAVITY -    980,404.3   (mgal)                       NAVD 88
 OP1199
 OP1199  VERT ORDER      -  FIRST     CLASS II
 OP1199
 OP1199  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1199  Type                                         Horiz  Ellip  Dist(km)
 OP1199  -------------------------------------------------------------------
 OP1199  NETWORK                                       0.41   0.41
 OP1199  -------------------------------------------------------------------
 OP1199  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.31      1.55
 OP1199  -------------------------------------------------------------------
 OP1199  NOTE: Click here for information on individual local accuracy
 OP1199  values and other accuracy information.
 OP1199
 OP1199
 OP1199.The horizontal coordinates were established by GPS observations
 OP1199.and adjusted by the National Geodetic Survey in February 2007.
 OP1199
 OP1199.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1199.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1199
 OP1199.The horizontal coordinates are valid at the epoch date displayed above
 OP1199.which is a decimal equivalence of Year/Month/Day.
 OP1199
 OP1199.The orthometric height was determined by differential leveling and
 OP1199.adjusted in June 1991.
 OP1199
 OP1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1199
 OP1199.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1199
 OP1199.The ellipsoidal height was determined by GPS observations
 OP1199.and is referenced to NAD 83.
 OP1199
 OP1199.The dynamic height is computed by dividing the NAVD 88
 OP1199.geopotential number by the normal gravity value computed on the
 OP1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1199.degrees latitude (g = 980.6199 gals.).
 OP1199
 OP1199.The modeled gravity was interpolated from observed gravity values.
 OP1199
 OP1199. The following values were computed from the NAD 83(2007) position.
 OP1199
 OP1199;                    North         East     Units Scale Factor Converg.
 OP1199;SPC MN S     -   174,081.994   779,994.020   MT  1.00002737   -0 10 25.9
 OP1199;SPC MN S     -   571,134.01  2,559,030.38   sFT  1.00002737   -0 10 25.9
 OP1199;UTM  15      - 4,835,583.662   399,380.253   MT  0.99972453   -0 51 42.5
 OP1199
 OP1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1199!SPC MN S     -   0.99995150  x   1.00002737  =   0.99997887
 OP1199!UTM  15      -   0.99995150  x   0.99972453  =   0.99967605
 OP1199
 OP1199:                Primary Azimuth Mark                     Grid Az
 OP1199:SPC MN S     -  4680 BP                                  268 39 01.3
 OP1199:UTM  15      -  4680 BP                                  269 20 17.9
 OP1199
 OP1199|---------------------------------------------------------------------|
 OP1199| PID    Reference Object                     Distance      Geod. Az  |
 OP1199|                                                           dddmmss.s |
 OP1199| OP1198 4680 BP                             APPROX. 1.1 KM 2682835.4 |
 OP1199|---------------------------------------------------------------------|
 OP1199
 OP1199                          SUPERSEDED SURVEY CONTROL
 OP1199
 OP1199  NAD 83(1996)-  43 39 59.20917(N)    094 14 52.94376(W) AD(       ) 1
 OP1199  ELLIP H (02/05/03)  309.337  (m)                       GP(       ) 3 2
 OP1199  NAVD 88 (02/05/03)  337.53   (m)         1107.4    (f) LEVELING    3  
 OP1199
 OP1199.Superseded values are not recommended for survey control.
 OP1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1199.See file dsdata.txt to determine how the superseded data were derived.
 OP1199
 OP1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ9938035583(NAD 83)
 OP1199
 OP1199_MARKER: DB = BENCH MARK DISK
 OP1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1199_SP_SET: CONCRETE POST
 OP1199_STAMPING: 4680 HH 1973
 OP1199_MARK LOGO: MNDT  
 OP1199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1199+SATELLITE: SATELLITE OBSERVATIONS - November 20, 1996
 OP1199
 OP1199  HISTORY     - Date     Condition        Report By
 OP1199  HISTORY     - 1973     MONUMENTED       MNDT
 OP1199  HISTORY     - 1980     GOOD             MNDT
 OP1199  HISTORY     - 19900824 GOOD             NGS
 OP1199  HISTORY     - 19961120 GOOD             MNDT
 OP1199
 OP1199                          STATION DESCRIPTION
 OP1199
 OP1199'DESCRIBED BY MN DEPT OF TRANSP 1980
 OP1199'1.4 MI NW FROM GUCKEEN.
 OP1199'THE MARK IS LOCATED ABOUT 1 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP1199'FROM ITS JUNCTION WITH COUNTY ROAD 1 JUST NORTH OF GUCKEEN AND IS
 OP1199'NEAR HIGHWAY 90 MILE POINT 112.4 NEAR THE E 1/4 CORNER OF SECTION 1,
 OP1199'T102N, R29W.  THE MARK IS 94 FEET NORTH OF AND 4 FEET LOWER THAN THE
 OP1199'WESTBOUND CENTERLINE OF HIGHWAY 90 AT ENGINEERS STATION 1646+23, 75.3
 OP1199'FEET NORTHWEST OF THE NORTH LEG OF THE MARTIN COUNTY SIGN ON
 OP1199'WESTBOUND HIGHWAY 90, 47 FEET NORTH OF THE NORTH END OF A 24 INCH
 OP1199'CONCRETE ARCH CULVERT UNDER HIGHWAY 90, 5.5 FEET SOUTH OF THE
 OP1199'RIGHT-OF-WAY FENCE, 33 FEET WEST OF THE CENTER OF THE DEAD-END ROAD
 OP1199'ON THE COUNTY LINE AND 0.5 FEET SOUTH OF A STEEL WITNESS POST.  THE
 OP1199'MARK, A STANDARD MNHD BENCH MARK DISK STAMPED---4680 HH 1973---, IS
 OP1199'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS FLUSH WITH THE
 OP1199'GROUND.
 OP1199
 OP1199                          STATION RECOVERY (1990)
 OP1199
 OP1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP1199'12.3 KM (7.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OP1199'JUNCTION OF U.S. HIGHWAY 169 IN BLUE EARTH, 1.7 KM (1.1 MI) WEST OF
 OP1199'THE INTERSECTION OF COUNTY ROAD 1 (EXIT 113), 28.5 M (93.5 FT) NORTH
 OP1199'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 13.5 M (44.3
 OP1199'FT) NORTH OF THE NORTH END OF A 24-INCH PIPE CULVERT, 10.6 M (34.8
 OP1199'FT) WEST OF THE CENTER OF AN ABANDONED ROAD, 1.8 M (5.9 FT) SOUTH OF
 OP1199'A FENCE, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 OP1199'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.04 M (0.13
 OP1199'FT) ABOVE THE GROUND SURFACE.
 OP1199
 OP1199                          STATION RECOVERY (1996)
 OP1199
 OP1199'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1199'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP1199'FAI 90 MP 112.35, 2.0 FT (0.6 M) SOUTH OF WIT POST, RECESSED 2 IN,
 OP1199'MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0331 ***********************************************************************
 OP0331  DESIGNATION -  4680 M
 OP0331  PID         -  OP0331
 OP0331  STATE/COUNTY-  MN/MARTIN
 OP0331  COUNTRY     -  US
 OP0331  USGS QUAD   -  WELCOME (1970)
 OP0331
 OP0331                         *CURRENT SURVEY CONTROL
 OP0331  ______________________________________________________________________
 OP0331* NAD 83(1986) POSITION- 43 40 54.     (N) 094 36 07.     (W)   SCALED    
 OP0331* NAVD 88 ORTHO HEIGHT -   370.144  (meters)    1214.38  (feet) ADJUSTED  
 OP0331  ______________________________________________________________________
 OP0331  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 OP0331  DYNAMIC HEIGHT  -        370.064 (meters)     1214.12  (feet) COMP
 OP0331  MODELED GRAVITY -    980,392.1   (mgal)                       NAVD 88
 OP0331
 OP0331  VERT ORDER      -  SECOND    CLASS I
 OP0331
 OP0331.The horizontal coordinates were scaled from a topographic map and have
 OP0331.an estimated accuracy of +/- 6 seconds.
 OP0331.
 OP0331.The orthometric height was determined by differential leveling and
 OP0331.adjusted in June 1991.
 OP0331
 OP0331.The dynamic height is computed by dividing the NAVD 88
 OP0331.geopotential number by the normal gravity value computed on the
 OP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0331.degrees latitude (g = 980.6199 gals.).
 OP0331
 OP0331.The modeled gravity was interpolated from observed gravity values.
 OP0331
 OP0331;                    North         East    Units  Estimated Accuracy
 OP0331;SPC MN S     -   175,920.      751,460.      MT  (+/- 180 meters Scaled)
 OP0331
 OP0331                          SUPERSEDED SURVEY CONTROL
 OP0331
 OP0331  NGVD 29 (??/??/92)  370.070  (m)         1214.14   (f) ADJ UNCH    2 1
 OP0331
 OP0331.Superseded values are not recommended for survey control.
 OP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0331.See file dsdata.txt to determine how the superseded data were derived.
 OP0331
 OP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ708377(NAD 83)
 OP0331
 OP0331_MARKER: DD = SURVEY DISK
 OP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0331_STAMPING: 4680 M 1964
 OP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0331+STABILITY: SURFACE MOTION
 OP0331
 OP0331  HISTORY     - Date     Condition        Report By
 OP0331  HISTORY     - 1964     MONUMENTED       MNDT
 OP0331  HISTORY     - 1975     GOOD             MNDT
 OP0331
 OP0331                          STATION DESCRIPTION
 OP0331
 OP0331'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0331'1.6 MI NNW FROM WELCOME.
 OP0331'THE MARK IS LOCATED 0.65 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0331'FAI 90 AND TRUNK HIGHWAY 263 (1.45 MILES NORTH ALONG TRUNK HIGHWAY 263
 OP0331'FROM THE JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE
 OP0331'OF WELCOME).  IT IS AT FAI 90 MILEPOINT 96.95.  IT IS 156 NORTH OF AND
 OP0331'ABOUT 10 FEET HIGHER THAN THE CENTERLINE OF THE WEST- BOUND LANE OF
 OP0331'FAI 90 AT STATION 697 + 47, 21.7 FEET SOUTH OF POWER POLE NUMBER 7508,
 OP0331'AND IS ON A NORTH-SOUTH FENCE LINE.  THE MARK IS SET IN THE TOP OF A
 OP0331'PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 4 INCHES ABOVE THE
 OP0331'GROUND AND IS 0.6 FOOT SOUTH OF A STEEL WITNESS POST. NEAR CENTER
 OP0331'SECTION 31, T 103N, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0332 ***********************************************************************
 OP0332  DESIGNATION -  4680 N RESET
 OP0332  PID         -  OP0332
 OP0332  STATE/COUNTY-  MN/MARTIN
 OP0332  COUNTRY     -  US
 OP0332  USGS QUAD   -  WELCOME (1970)
 OP0332
 OP0332                         *CURRENT SURVEY CONTROL
 OP0332  ______________________________________________________________________
 OP0332* NAD 83(1986) POSITION- 43 40 54.     (N) 094 34 55.     (W)   SCALED    
 OP0332* NAVD 88 ORTHO HEIGHT -   367.157  (meters)    1204.58  (feet) ADJUSTED  
 OP0332  ______________________________________________________________________
 OP0332  GEOID HEIGHT    -        -27.93  (meters)                     GEOID09
 OP0332  DYNAMIC HEIGHT  -        367.078 (meters)     1204.32  (feet) COMP
 OP0332  MODELED GRAVITY -    980,394.3   (mgal)                       NAVD 88
 OP0332
 OP0332  VERT ORDER      -  SECOND    CLASS I
 OP0332
 OP0332.The horizontal coordinates were scaled from a topographic map and have
 OP0332.an estimated accuracy of +/- 6 seconds.
 OP0332.
 OP0332.The orthometric height was determined by differential leveling and
 OP0332.adjusted in June 1991.
 OP0332
 OP0332.The dynamic height is computed by dividing the NAVD 88
 OP0332.geopotential number by the normal gravity value computed on the
 OP0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0332.degrees latitude (g = 980.6199 gals.).
 OP0332
 OP0332.The modeled gravity was interpolated from observed gravity values.
 OP0332
 OP0332;                    North         East    Units  Estimated Accuracy
 OP0332;SPC MN S     -   175,910.      753,080.      MT  (+/- 180 meters Scaled)
 OP0332
 OP0332                          SUPERSEDED SURVEY CONTROL
 OP0332
 OP0332.No superseded survey control is available for this station.
 OP0332
 OP0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ724377(NAD 83)
 OP0332
 OP0332_MARKER: DD = SURVEY DISK
 OP0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0332_STAMPING: 4680 N RESET 1974
 OP0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0332+STABILITY: SURFACE MOTION
 OP0332
 OP0332  HISTORY     - Date     Condition        Report By
 OP0332  HISTORY     - 1974     MONUMENTED       MNDT
 OP0332  HISTORY     - 1975     GOOD             MNDT
 OP0332
 OP0332                          STATION DESCRIPTION
 OP0332
 OP0332'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0332'2.2 MI NE FROM WELCOME.
 OP0332'THE MARK IS LOCATED 1.65 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0332'FAI 90 AND TRUNK HIGHWAY 263 (1.45 MILES NORTH ALONG TRUNK HIGHWAY 263
 OP0332'FROM THE JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE
 OP0332'OF WELCOME).  IT IS AT FAI 90 MILEPOINT 97.95.  IT IS 107.0 FEET NORTH
 OP0332'OF AND ABOUT 6 FEET LOWER THAN THE WEST-BOUND LANE OF FAI 90, 2.0 FEET
 OP0332'SOUTH OF SOUTH POLE OF TWO ON A DOUBLE POLE POWER LINE (EAST-WEST),
 OP0332'AND IS ON THE PROJECTION OF THE NORTH-SOUTH FENCE LINE (1/4 LINE). THE
 OP0332'MARK, A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 OP0332'MONUMENT DISK, IS CRIMPED ON TOP OF A 3/8 INCH DIAMETER BY 24 FOOT
 OP0332'LONG COPPER-CLAD STEEL ROD DRIVEN FLUSH WITH THE GROUND. IT IS 1.0
 OP0332'FOOT SOUTH OF A STEEL WITNESS POST.  NEAR CENTER SECTION 32, T 103N, R
 OP0332'31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0333 ***********************************************************************
 OP0333  DESIGNATION -  4680 P
 OP0333  PID         -  OP0333
 OP0333  STATE/COUNTY-  MN/MARTIN
 OP0333  COUNTRY     -  US
 OP0333  USGS QUAD   -  WELCOME (1970)
 OP0333
 OP0333                         *CURRENT SURVEY CONTROL
 OP0333  ______________________________________________________________________
 OP0333* NAD 83(2007) POSITION- 43 40 52.19989(N) 094 33 43.45200(W)   ADJUSTED  
 OP0333* NAD 83(2007) ELLIP HT-   337.900 (meters)        (02/10/07)   ADJUSTED
 OP0333* NAD 83(2007) EPOCH   -  2002.00
 OP0333* NAVD 88 ORTHO HEIGHT -   365.845  (meters)    1200.28  (feet) ADJUSTED  
 OP0333  ______________________________________________________________________
 OP0333  NAD 83(2007) X  -   -367,490.880 (meters)                     COMP
 OP0333  NAD 83(2007) Y  - -4,605,620.051 (meters)                     COMP
 OP0333  NAD 83(2007) Z  -  4,382,773.818 (meters)                     COMP
 OP0333  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC09
 OP0333  GEOID HEIGHT    -        -27.94  (meters)                     GEOID09
 OP0333  DYNAMIC HEIGHT  -        365.767 (meters)     1200.02  (feet) COMP
 OP0333  MODELED GRAVITY -    980,396.6   (mgal)                       NAVD 88
 OP0333
 OP0333  VERT ORDER      -  SECOND    CLASS I
 OP0333
 OP0333  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0333  Type                                         Horiz  Ellip  Dist(km)
 OP0333  -------------------------------------------------------------------
 OP0333  NETWORK                                       0.83   0.67
 OP0333  -------------------------------------------------------------------
 OP0333  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.85   0.59      2.40
 OP0333  -------------------------------------------------------------------
 OP0333  NOTE: Click here for information on individual local accuracy
 OP0333  values and other accuracy information.
 OP0333
 OP0333
 OP0333.The horizontal coordinates were established by GPS observations
 OP0333.and adjusted by the National Geodetic Survey in February 2007.
 OP0333
 OP0333.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0333.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0333
 OP0333.The horizontal coordinates are valid at the epoch date displayed above
 OP0333.which is a decimal equivalence of Year/Month/Day.
 OP0333
 OP0333.The orthometric height was determined by differential leveling and
 OP0333.adjusted in June 1991.
 OP0333
 OP0333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0333
 OP0333.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0333
 OP0333.The ellipsoidal height was determined by GPS observations
 OP0333.and is referenced to NAD 83.
 OP0333
 OP0333.The dynamic height is computed by dividing the NAVD 88
 OP0333.geopotential number by the normal gravity value computed on the
 OP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0333.degrees latitude (g = 980.6199 gals.).
 OP0333
 OP0333.The modeled gravity was interpolated from observed gravity values.
 OP0333
 OP0333. The following values were computed from the NAD 83(2007) position.
 OP0333
 OP0333;                    North         East     Units Scale Factor Converg.
 OP0333;SPC MN S     -   175,842.926   754,677.076   MT  1.00002370   -0 23 38.3
 OP0333;SPC MN S     -   576,911.33  2,475,969.71   sFT  1.00002370   -0 23 38.3
 OP0333;UTM  15      - 4,837,647.230   374,092.979   MT  0.99979499   -1 04 44.3
 OP0333
 OP0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0333!SPC MN S     -   0.99994702  x   1.00002370  =   0.99997072
 OP0333!UTM  15      -   0.99994702  x   0.99979499  =   0.99974202
 OP0333
 OP0333                          SUPERSEDED SURVEY CONTROL
 OP0333
 OP0333  NAD 83(1996)-  43 40 52.19915(N)    094 33 43.45162(W) AD(       ) 1
 OP0333  ELLIP H (02/05/03)  337.964  (m)                       GP(       ) 3 2
 OP0333  NAVD 88 (02/05/03)  365.85   (m)         1200.3    (f) LEVELING    3  
 OP0333  NGVD 29 (??/??/92)  365.773  (m)         1200.04   (f) ADJ UNCH    2 1
 OP0333
 OP0333.Superseded values are not recommended for survey control.
 OP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0333.See file dsdata.txt to determine how the superseded data were derived.
 OP0333
 OP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7409237647(NAD 83)
 OP0333
 OP0333_MARKER: DB = BENCH MARK DISK
 OP0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0333_STAMPING: 4680 P 1964
 OP0333_MARK LOGO: MNDT  
 OP0333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0333+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1996
 OP0333
 OP0333  HISTORY     - Date     Condition        Report By
 OP0333  HISTORY     - 1964     MONUMENTED       MNDT
 OP0333  HISTORY     - 1975     GOOD             MNDT
 OP0333  HISTORY     - 19961121 GOOD             MNDT
 OP0333
 OP0333                          STATION DESCRIPTION
 OP0333
 OP0333'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0333'3.0 MI NE FROM WELCOME.
 OP0333'THE MARK IS LOCATED 2.65 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0333'FAI 90 AND TRUNK HIGHWAY 263 (1.45 MILES NORTH ALONG TRUNK HIGHWAY 263
 OP0333'FROM THE JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE
 OP0333'OF WELCOME).  IT IS AT FAI 90 MILEPOINT 98.95.  IT IS 93.0 FEET NORTH
 OP0333'OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF WEST-BOUND FAI 90 AT
 OP0333'STATION 803 + 12, 8.8 FEET SOUTH OF THE SOUTH POLE OF DOUBLE POLE
 OP0333'(EAST-WEST POWER LINE), 52.6 FEET EAST OF A CLEAN-OUT FOR DRAIN TILE
 OP0333'(15 INCH PIPE PROJECTING 2 INCHES ABOVE GROUND), AND 92.3 FEET WEST OF
 OP0333'ANOTHER CLEAN-OUT FOR DRAIN TILE (15 INCH PIPE PROJECTING 1 INCH ABOVE
 OP0333'THE GROUND).  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE
 OP0333'MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE GROUND AND IS 0.8 FOOT
 OP0333'SOUTH OF A STEEL WITNESS POST.  NEAR CENTER SECTION 33, T 103N, R 31W.
 OP0333
 OP0333                          STATION RECOVERY (1996)
 OP0333
 OP0333'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0333'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP0333'FAI 90 MP 96.40, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0335 ***********************************************************************
 OP0335  DESIGNATION -  4680 R
 OP0335  PID         -  OP0335
 OP0335  STATE/COUNTY-  MN/MARTIN
 OP0335  COUNTRY     -  US
 OP0335  USGS QUAD   -  WELCOME (1970)
 OP0335
 OP0335                         *CURRENT SURVEY CONTROL
 OP0335  ______________________________________________________________________
 OP0335* NAD 83(2007) POSITION- 43 40 51.13185(N) 094 31 56.33240(W)   ADJUSTED  
 OP0335* NAD 83(2007) ELLIP HT-   343.967 (meters)        (02/10/07)   ADJUSTED
 OP0335* NAD 83(2007) EPOCH   -  2002.00
 OP0335* NAVD 88 ORTHO HEIGHT -   371.916  (meters)    1220.19  (feet) ADJUSTED  
 OP0335  ______________________________________________________________________
 OP0335  NAD 83(2007) X  -   -365,101.138 (meters)                     COMP
 OP0335  NAD 83(2007) Y  - -4,605,837.348 (meters)                     COMP
 OP0335  NAD 83(2007) Z  -  4,382,754.168 (meters)                     COMP
 OP0335  LAPLACE CORR    -         -1.34  (seconds)                    DEFLEC09
 OP0335  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 OP0335  DYNAMIC HEIGHT  -        371.839 (meters)     1219.94  (feet) COMP
 OP0335  MODELED GRAVITY -    980,399.7   (mgal)                       NAVD 88
 OP0335
 OP0335  VERT ORDER      -  FIRST     CLASS II
 OP0335
 OP0335  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0335  Type                                         Horiz  Ellip  Dist(km)
 OP0335  -------------------------------------------------------------------
 OP0335  NETWORK                                       0.80   0.63
 OP0335  -------------------------------------------------------------------
 OP0335  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.55      2.89
 OP0335  -------------------------------------------------------------------
 OP0335  NOTE: Click here for information on individual local accuracy
 OP0335  values and other accuracy information.
 OP0335
 OP0335
 OP0335.The horizontal coordinates were established by GPS observations
 OP0335.and adjusted by the National Geodetic Survey in February 2007.
 OP0335
 OP0335.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0335.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0335
 OP0335.The horizontal coordinates are valid at the epoch date displayed above
 OP0335.which is a decimal equivalence of Year/Month/Day.
 OP0335
 OP0335.The orthometric height was determined by differential leveling and
 OP0335.adjusted in June 1991.
 OP0335
 OP0335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0335
 OP0335.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0335
 OP0335.The ellipsoidal height was determined by GPS observations
 OP0335.and is referenced to NAD 83.
 OP0335
 OP0335.The dynamic height is computed by dividing the NAVD 88
 OP0335.geopotential number by the normal gravity value computed on the
 OP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0335.degrees latitude (g = 980.6199 gals.).
 OP0335
 OP0335.The modeled gravity was interpolated from observed gravity values.
 OP0335
 OP0335. The following values were computed from the NAD 83(2007) position.
 OP0335
 OP0335;                    North         East     Units Scale Factor Converg.
 OP0335;SPC MN S     -   175,793.902   757,076.179   MT  1.00002378   -0 22 23.2
 OP0335;SPC MN S     -   576,750.49  2,483,840.76   sFT  1.00002378   -0 22 23.2
 OP0335;UTM  15      - 4,837,569.540   376,490.766   MT  0.99978763   -1 03 30.3
 OP0335
 OP0335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0335!SPC MN S     -   0.99994607  x   1.00002378  =   0.99996984
 OP0335!UTM  15      -   0.99994607  x   0.99978763  =   0.99973371
 OP0335
 OP0335                          SUPERSEDED SURVEY CONTROL
 OP0335
 OP0335  NAD 83(1996)-  43 40 51.13112(N)    094 31 56.33198(W) AD(       ) 1
 OP0335  ELLIP H (02/05/03)  344.030  (m)                       GP(       ) 3 2
 OP0335  NAVD 88 (02/05/03)  371.92   (m)         1220.2    (f) LEVELING    3  
 OP0335  NGVD 29 (??/??/92)  371.846  (m)         1219.96   (f) ADJ UNCH    1 2
 OP0335
 OP0335.Superseded values are not recommended for survey control.
 OP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0335.See file dsdata.txt to determine how the superseded data were derived.
 OP0335
 OP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7649037569(NAD 83)
 OP0335
 OP0335_MARKER: DB = BENCH MARK DISK
 OP0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0335_SP_SET: CONCRETE POST
 OP0335_STAMPING: 4680 R 1964
 OP0335_MARK LOGO: MNDT  
 OP0335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0335+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1996
 OP0335
 OP0335  HISTORY     - Date     Condition        Report By
 OP0335  HISTORY     - 1964     MONUMENTED       MNDT
 OP0335  HISTORY     - 1975     GOOD             MNDT
 OP0335  HISTORY     - 19900823 GOOD             NGS
 OP0335  HISTORY     - 19961121 GOOD             MNDT
 OP0335
 OP0335                          STATION DESCRIPTION
 OP0335
 OP0335'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0335'4.4 MI ENE FROM WELCOME.
 OP0335'THE MARK IS LOCATED 4.15 MILE EAST ALONG FAI 90 FROM THE JUNCTION OF
 OP0335'FAI 90 AND TRUNK HIGHWAY 263 (1.45 MILES NORTH ALONG TRUNK HIGHWAY 263
 OP0335'FROM THE JUNCTION OF TRUNK HIGHWAYS 16 AND 263 AT THE SOUTHEAST EDGE
 OP0335'OF WELCOME).  IT IS ALSO 4.25 MILES WEST ALONG FAI 90 FROM THE
 OP0335'JUNCTION OF FAI 90 AND TRUNK HIGHWAY 15 AT FAIRMONT.  IT IS AT FAI 90
 OP0335'MILEPOINT 100.45.  IT IS 94.0 FEET NORTH OF AND ABOUT 2 FEET LOWER
 OP0335'THAN THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90 AT STATION 881 +
 OP0335'85, 13.2 FEET SOUTH OF SOUTH POLE OF DOUBLE POLE ON EAST-WEST POWER
 OP0335'LINE, 70.5 FEET EAST OF CLEAN OUT PIPE (15 INCH CONCRETE PIPE THAT
 OP0335'PROJECTS 1 FOOT ABOVE THE GROUND), AND IS ON A NORTH-SOUTH FENCE LINE.
 OP0335'THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC)
 OP0335'THAT IS FLUSH WITH THE GROUND AND IS 0.8 FOOT SOUTH OF A STEEL WITNESS
 OP0335'POST.  NEAR E 1/4 SECTION 34, T 103N, R 31W.
 OP0335
 OP0335                          STATION RECOVERY (1990)
 OP0335
 OP0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0335'6.7 KM (4.2 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM ITS
 OP0335'JUNCTION WITH STATE HIGHWAY 263 IN WELCOME, 28.5 M (93.5 FT) NORTH OF
 OP0335'THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 4.0 M (13.1 FT)
 OP0335'SOUTH OF THE SOUTH LEG OF A DOUBLE UTILITY POLE, 1.6 M (5.2 FT) SOUTH
 OP0335'OF A FENCE AND THE MOST WESTERLY OF 2 FENCE BRACE POSTS, 1.0 M (3.3
 OP0335'FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OP0335'POST, AND THE MONUMENT IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OP0335
 OP0335                          STATION RECOVERY (1996)
 OP0335
 OP0335'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0335'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP0335'FAI 90 MP 97.9, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0338 ***********************************************************************
 OP0338  DESIGNATION -  4680 T
 OP0338  PID         -  OP0338
 OP0338  STATE/COUNTY-  MN/MARTIN
 OP0338  COUNTRY     -  US
 OP0338  USGS QUAD   -  WELCOME (1970)
 OP0338
 OP0338                         *CURRENT SURVEY CONTROL
 OP0338  ______________________________________________________________________
 OP0338* NAD 83(2007) POSITION- 43 40 51.14737(N) 094 30 08.78142(W)   ADJUSTED  
 OP0338* NAD 83(2007) ELLIP HT-   326.402 (meters)        (02/10/07)   ADJUSTED
 OP0338* NAD 83(2007) EPOCH   -  2002.00
 OP0338* NAVD 88 ORTHO HEIGHT -   354.377  (meters)    1162.65  (feet) ADJUSTED  
 OP0338  ______________________________________________________________________
 OP0338  NAD 83(2007) X  -   -362,698.481 (meters)                     COMP
 OP0338  NAD 83(2007) Y  - -4,606,014.100 (meters)                     COMP
 OP0338  NAD 83(2007) Z  -  4,382,742.383 (meters)                     COMP
 OP0338  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC09
 OP0338  GEOID HEIGHT    -        -27.97  (meters)                     GEOID09
 OP0338  DYNAMIC HEIGHT  -        354.304 (meters)     1162.41  (feet) COMP
 OP0338  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 OP0338
 OP0338  VERT ORDER      -  FIRST     CLASS II
 OP0338
 OP0338  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0338  Type                                         Horiz  Ellip  Dist(km)
 OP0338  -------------------------------------------------------------------
 OP0338  NETWORK                                       0.77   0.59
 OP0338  -------------------------------------------------------------------
 OP0338  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.47      2.41
 OP0338  -------------------------------------------------------------------
 OP0338  NOTE: Click here for information on individual local accuracy
 OP0338  values and other accuracy information.
 OP0338
 OP0338
 OP0338.The horizontal coordinates were established by GPS observations
 OP0338.and adjusted by the National Geodetic Survey in February 2007.
 OP0338
 OP0338.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0338.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0338
 OP0338.The horizontal coordinates are valid at the epoch date displayed above
 OP0338.which is a decimal equivalence of Year/Month/Day.
 OP0338
 OP0338.The orthometric height was determined by differential leveling and
 OP0338.adjusted in June 1991.
 OP0338
 OP0338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0338
 OP0338.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0338
 OP0338.The ellipsoidal height was determined by GPS observations
 OP0338.and is referenced to NAD 83.
 OP0338
 OP0338.The dynamic height is computed by dividing the NAVD 88
 OP0338.geopotential number by the normal gravity value computed on the
 OP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0338.degrees latitude (g = 980.6199 gals.).
 OP0338
 OP0338.The modeled gravity was interpolated from observed gravity values.
 OP0338
 OP0338. The following values were computed from the NAD 83(2007) position.
 OP0338
 OP0338;                    North         East     Units Scale Factor Converg.
 OP0338;SPC MN S     -   175,779.133   759,485.179   MT  1.00002377   -0 21 07.8
 OP0338;SPC MN S     -   576,702.04  2,491,744.29   sFT  1.00002377   -0 21 07.8
 OP0338;UTM  15      - 4,837,525.964   378,898.839   MT  0.99978039   -1 02 16.0
 OP0338
 OP0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0338!SPC MN S     -   0.99994882  x   1.00002377  =   0.99997259
 OP0338!UTM  15      -   0.99994882  x   0.99978039  =   0.99972922
 OP0338
 OP0338                          SUPERSEDED SURVEY CONTROL
 OP0338
 OP0338  NAD 83(1996)-  43 40 51.14667(N)    094 30 08.78090(W) AD(       ) 1
 OP0338  ELLIP H (02/05/03)  326.464  (m)                       GP(       ) 3 2
 OP0338  NAVD 88 (02/05/03)  354.38   (m)         1162.7    (f) LEVELING    3  
 OP0338  NGVD 29 (??/??/92)  354.310  (m)         1162.43   (f) ADJ UNCH    1 2
 OP0338
 OP0338.Superseded values are not recommended for survey control.
 OP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0338.See file dsdata.txt to determine how the superseded data were derived.
 OP0338
 OP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ7889837525(NAD 83)
 OP0338
 OP0338_MARKER: DB = BENCH MARK DISK
 OP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0338_SP_SET: CONCRETE POST
 OP0338_STAMPING: 4680 T 1964
 OP0338_MARK LOGO: MNDT  
 OP0338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0338+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1996
 OP0338
 OP0338  HISTORY     - Date     Condition        Report By
 OP0338  HISTORY     - 1964     MONUMENTED       MNDT
 OP0338  HISTORY     - 1975     GOOD             MNDT
 OP0338  HISTORY     - 19900823 GOOD             NGS
 OP0338  HISTORY     - 19961121 GOOD             MNDT
 OP0338
 OP0338                          STATION DESCRIPTION
 OP0338
 OP0338'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0338'3.4 MI NW FROM FAIRMONT.
 OP0338'THE MARK IS LOCATED 2.7 MILES WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0338'FAI 90 AND TRUNK HIGHWAY 15 (1.9 MILES NORTH ALONG TRUNK HIGHWAY 15
 OP0338'FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 IN FAIRMONT).  IT IS
 OP0338'ALSO 5.7 MILES EAST ALONG FAI 90 FROM THE JUNCTION OF FAI 90 AND TRUNK
 OP0338'HIGHWAY 263.  IT IS AT FAI 90 MILEPOINT 101.95.  IT IS 105 FEET NORTH
 OP0338'OF AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF THE WEST-BOUND LANE
 OP0338'OF FAI 90 AT STATION 960 + 96, AND 9.4 FEET SOUTH OF THE SOUTH POLE OF
 OP0338'TWO ON AN EAST-WEST DOUBLE POLE POWER LINE.  THE MARK IS SET IN THE
 OP0338'TOP OF A PRECAST CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 1 INCH
 OP0338'ABOVE THE GROUND AND IS 0.7 FEET SOUTH OF A STEEL WITNESS POST. NEAR
 OP0338'CENTER SECTION 36, T 103N, R 31W.
 OP0338
 OP0338                          STATION RECOVERY (1990)
 OP0338
 OP0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OP0338'3.0 KM (1.9 MI) NORTHERLY ALONG STATE HIGHWAY 15 FROM ITS JUNCTION
 OP0338'WITH BLUE EARTH AVENUE IN FAIRMONT, THENCE 4.4 KM (2.7 MI) WESTERLY
 OP0338'ALONG INTERSTATE HIGHWAY 90, 0.8 KM (0.5 MI) WEST OF THE INTERSECTION
 OP0338'OF COUNTY ROAD 39 (EXIT 99), 32.1 M (105.3 FT) NORTH OF THE
 OP0338'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT)
 OP0338'SOUTH-SOUTHWEST OF A FENCE CORNER, 3.1 M (10.2 FT) NORTHWEST OF A
 OP0338'T-FENCE CORNER, 2.9 M (9.5 FT) SOUTH OF THE MOST SOUTHERLY OF 2
 OP0338'UTILITY POLES, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 OP0338'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OP0338
 OP0338                          STATION RECOVERY (1996)
 OP0338
 OP0338'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0338'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OP0338'FAI 90 MP 99.4, RECESSED 3 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0104 ***********************************************************************
 OP0104  DESIGNATION -  4680 V
 OP0104  PID         -  OP0104
 OP0104  STATE/COUNTY-  MN/MARTIN
 OP0104  COUNTRY     -  US
 OP0104  USGS QUAD   -  FAIRMONT (1992)
 OP0104
 OP0104                         *CURRENT SURVEY CONTROL
 OP0104  ______________________________________________________________________
 OP0104* NAD 83(2007) POSITION- 43 40 46.69934(N) 094 27 27.80615(W)   ADJUSTED  
 OP0104* NAD 83(2007) ELLIP HT-   327.377 (meters)        (02/10/07)   ADJUSTED
 OP0104* NAD 83(2007) EPOCH   -  2002.00
 OP0104* NAVD 88 ORTHO HEIGHT -   355.379  (meters)    1165.94  (feet) ADJUSTED  
 OP0104  ______________________________________________________________________
 OP0104  NAD 83(2007) X  -   -359,111.123 (meters)                     COMP
 OP0104  NAD 83(2007) Y  - -4,606,390.988 (meters)                     COMP
 OP0104  NAD 83(2007) Z  -  4,382,643.771 (meters)                     COMP
 OP0104  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC09
 OP0104  GEOID HEIGHT    -        -28.00  (meters)                     GEOID09
 OP0104  DYNAMIC HEIGHT  -        355.305 (meters)     1165.70  (feet) COMP
 OP0104  MODELED GRAVITY -    980,400.3   (mgal)                       NAVD 88
 OP0104
 OP0104  VERT ORDER      -  SECOND    CLASS I
 OP0104
 OP0104  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0104  Type                                         Horiz  Ellip  Dist(km)
 OP0104  -------------------------------------------------------------------
 OP0104  NETWORK                                       0.56   0.49
 OP0104  -------------------------------------------------------------------
 OP0104  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.31      2.81
 OP0104  -------------------------------------------------------------------
 OP0104  NOTE: Click here for information on individual local accuracy
 OP0104  values and other accuracy information.
 OP0104
 OP0104
 OP0104.The horizontal coordinates were established by GPS observations
 OP0104.and adjusted by the National Geodetic Survey in February 2007.
 OP0104
 OP0104.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0104.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0104
 OP0104.The horizontal coordinates are valid at the epoch date displayed above
 OP0104.which is a decimal equivalence of Year/Month/Day.
 OP0104
 OP0104.The orthometric height was determined by differential leveling and
 OP0104.adjusted in June 1991.
 OP0104
 OP0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0104
 OP0104.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0104
 OP0104.The ellipsoidal height was determined by GPS observations
 OP0104.and is referenced to NAD 83.
 OP0104
 OP0104.The dynamic height is computed by dividing the NAVD 88
 OP0104.geopotential number by the normal gravity value computed on the
 OP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0104.degrees latitude (g = 980.6199 gals.).
 OP0104
 OP0104.The modeled gravity was interpolated from observed gravity values.
 OP0104
 OP0104. The following values were computed from the NAD 83(2007) position.
 OP0104
 OP0104;                    North         East     Units Scale Factor Converg.
 OP0104;SPC MN S     -   175,620.677   763,090.049   MT  1.00002408   -0 19 15.0
 OP0104;SPC MN S     -   576,182.17  2,503,571.27   sFT  1.00002408   -0 19 15.0
 OP0104;UTM  15      - 4,837,324.421   382,500.658   MT  0.99976982   -1 00 24.7
 OP0104
 OP0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0104!SPC MN S     -   0.99994867  x   1.00002408  =   0.99997275
 OP0104!UTM  15      -   0.99994867  x   0.99976982  =   0.99971850
 OP0104
 OP0104                          SUPERSEDED SURVEY CONTROL
 OP0104
 OP0104  NAD 83(1996)-  43 40 46.69864(N)    094 27 27.80554(W) AD(       ) 1
 OP0104  ELLIP H (02/05/03)  327.435  (m)                       GP(       ) 3 2
 OP0104  NAD 83(1996)-  43 40 46.70657(N)    094 27 27.81524(W) AD(       ) 3
 OP0104  NAD 83(1986)-  43 40 46.69610(N)    094 27 27.81745(W) AD(       ) 3
 OP0104  NAD 27      -  43 40 46.85724(N)    094 27 26.90761(W) AD(       ) 3
 OP0104  NAVD 88 (02/05/03)  355.38   (m)         1165.9    (f) LEVELING    3  
 OP0104  NGVD 29 (??/??/92)  355.315  (m)         1165.73   (f) ADJ UNCH    2 1
 OP0104
 OP0104.Superseded values are not recommended for survey control.
 OP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0104.See file dsdata.txt to determine how the superseded data were derived.
 OP0104
 OP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ8250037324(NAD 83)
 OP0104
 OP0104_MARKER: DB = BENCH MARK DISK
 OP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0104_SP_SET: CONCRETE POST
 OP0104_STAMPING: 4680 V 1964
 OP0104_MARK LOGO: MNDT  
 OP0104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0104+SATELLITE: SATELLITE OBSERVATIONS - November 21, 1996
 OP0104
 OP0104  HISTORY     - Date     Condition        Report By
 OP0104  HISTORY     - 1964     MONUMENTED       MNDT
 OP0104  HISTORY     - 1975     GOOD             MNDT
 OP0104  HISTORY     - 1980     GOOD             MNDT
 OP0104  HISTORY     - 19961121 GOOD             MNDT
 OP0104
 OP0104                          STATION DESCRIPTION
 OP0104
 OP0104'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0104'1.9 MI NNW FROM FAIRMONT.
 OP0104'THE MARK IS LOCATED 0.5 MILE WEST ALONG FAI 90 FROM THE JUNCTION OF
 OP0104'FAI 90 AND TRUNK HIGHWAY 15 (1.9 MILES NORTH ALONG TRUNK HIGHWAY 15
 OP0104'FROM THE JUNCTION OF TRUNK HIGHWAYS 15 AND 16 IN FAIRMONT).  IT IS AT
 OP0104'FAI 90 MILEPOINT 104.25.  IT IS 97.5 FEET NORTH OF AND ABOUT LEVEL
 OP0104'WITH THE CENTERLINE OF THE WEST-BOUND LANE OF FAI 90 AT STATION
 OP0104'1082+34.  THE MARK IS SET IN THE TOP OF A PRECAST CONCRETE MONUMENT
 OP0104'(MAGNETIC) THAT IS 1.2 FEET SOUTH OF A STEEL WITNESS POST.  SE 1/4
 OP0104'SECTION 32, T 103N, R 30W.
 OP0104
 OP0104                          STATION RECOVERY (1980)
 OP0104
 OP0104'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0104'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN NGS HGZ LINE
 OP0104'23925 AND IS LOCATED ABOUT 0.5 MILE WEST ALONG INTERSTATE HIGHWAY 90
 OP0104'FROM ITS JUNCTION WITH TRUNK HIGHWAY 15 NORTH OF FAIRMONT AND IS NEAR
 OP0104'HIGHWAY 90 MILE POINT 101.65 IN THE SE 1/4 OF SECTION 32, T103N,
 OP0104'R30W.  THE MARK IS 97.2 FEET NORTH OF AND 3 FEET LOWER THAN THE
 OP0104'WESTBOUND HIGHWAY 90 CENTERLINE, 1.7 FEET SOUTH OF THE RIGHT-OF-WAY
 OP0104'FENCE, 1.7 FEET SOUTH OF A RP SIGN POST AND 1.3 FOOT SOUTH OF A STEEL
 OP0104'WITNESS POST.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP0104'STAMPED---4680 V 1964---, IS SET IN THE TOP OF A MAGNETIC CONCRETE
 OP0104'POST THAT IS BURIED 2 INCHES BELOW GROUND LEVEL.
 OP0104
 OP0104                          STATION RECOVERY (1996)
 OP0104
 OP0104'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0104'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0104'RECESSED 0.8 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5936 ***********************************************************************
 DF5936  DESIGNATION -  47
 DF5936  PID         -  DF5936
 DF5936  STATE/COUNTY-  MN/PINE
 DF5936  COUNTRY     -  US
 DF5936  USGS QUAD   -  GIESE (1968)
 DF5936
 DF5936                         *CURRENT SURVEY CONTROL
 DF5936  ______________________________________________________________________
 DF5936* NAD 83(2007) POSITION- 46 09 03.05217(N) 093 02 58.50823(W)   ADJUSTED  
 DF5936* NAD 83(2007) ELLIP HT-   316.064 (meters)        (02/10/07)   ADJUSTED
 DF5936* NAD 83(2007) EPOCH   -  2002.00
 DF5936* NAVD 88 ORTHO HEIGHT -   343.7    (meters)    1128.    (feet) GPS OBS   
 DF5936  ______________________________________________________________________
 DF5936  NAD 83(2007) X  -   -235,488.612 (meters)                     COMP
 DF5936  NAD 83(2007) Y  - -4,420,194.004 (meters)                     COMP
 DF5936  NAD 83(2007) Z  -  4,577,107.030 (meters)                     COMP
 DF5936  LAPLACE CORR    -          0.32  (seconds)                    DEFLEC09
 DF5936  GEOID HEIGHT    -        -27.62  (meters)                     GEOID09
 DF5936
 DF5936  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5936  Type                                         Horiz  Ellip  Dist(km)
 DF5936  -------------------------------------------------------------------
 DF5936  NETWORK                                       0.46   0.47
 DF5936  -------------------------------------------------------------------
 DF5936  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.56   0.46     10.25
 DF5936  -------------------------------------------------------------------
 DF5936  NOTE: Click here for information on individual local accuracy
 DF5936  values and other accuracy information.
 DF5936
 DF5936
 DF5936.The horizontal coordinates were established by GPS observations
 DF5936.and adjusted by the National Geodetic Survey in February 2007.
 DF5936
 DF5936.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5936.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5936
 DF5936.The horizontal coordinates are valid at the epoch date displayed above
 DF5936.which is a decimal equivalence of Year/Month/Day.
 DF5936
 DF5936.The orthometric height was determined by GPS observations and a
 DF5936.high-resolution geoid model.
 DF5936
 DF5936.Photographs are available for this station.
 DF5936
 DF5936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5936
 DF5936.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5936
 DF5936.The ellipsoidal height was determined by GPS observations
 DF5936.and is referenced to NAD 83.
 DF5936
 DF5936. The following values were computed from the NAD 83(2007) position.
 DF5936
 DF5936;                    North         East     Units Scale Factor Converg.
 DF5936;SPC MN C     -   228,614.669   892,724.734   MT  0.99992716   +0 52 06.1
 DF5936;SPC MN C     -   750,046.63  2,928,881.06   sFT  0.99992716   +0 52 06.1
 DF5936;UTM  15      - 5,110,809.137   496,170.918   MT  0.99960018   -0 02 08.7
 DF5936
 DF5936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5936!SPC MN C     -   0.99995045  x   0.99992716  =   0.99987762
 DF5936!UTM  15      -   0.99995045  x   0.99960018  =   0.99955065
 DF5936
 DF5936                          SUPERSEDED SURVEY CONTROL
 DF5936
 DF5936  NAD 83(1996)-  46 09 03.05215(N)    093 02 58.50756(W) AD(       ) 1
 DF5936  ELLIP H (05/27/03)  316.098  (m)                       GP(       ) 3 1
 DF5936  NAVD 88 (05/27/03)  343.7    (m)  GEOID99 model used   GPS OBS        
 DF5936
 DF5936.Superseded values are not recommended for survey control.
 DF5936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5936.See file dsdata.txt to determine how the superseded data were derived.
 DF5936
 DF5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9617010809(NAD 83)
 DF5936
 DF5936_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5936_STAMPING: NO 47
 DF5936_MARK LOGO: MN-115
 DF5936_PROJECTION: FLUSH
 DF5936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5936+STABILITY: SURFACE MOTION
 DF5936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5936+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2008
 DF5936
 DF5936  HISTORY     - Date     Condition        Report By
 DF5936  HISTORY     - 1999     MONUMENTED       MN-115
 DF5936  HISTORY     - 20021010 GOOD             MNDT
 DF5936  HISTORY     - 20080124 GOOD             MNDT
 DF5936
 DF5936                          STATION DESCRIPTION
 DF5936
 DF5936'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5936'10 MI (16.1 KM) WEST OF SANDSTONE, 0.4 MI (0.6 KM) WEST OF FAI 35 ON
 DF5936'CO RD 61 THEN 9.1 MI (14.6 KM) NORTH AND WEST ON CO RD 28, 44 FT (13.4
 DF5936'M) NORTH OF CO RD 28, 0.85 MILES (1.37 KM) WEST OF CO RD 143, 7 FT
 DF5936'(2.1 M) SOUTH OF FENCE, 29 FT (8.8 M) EAST OF DRIVEWAY, 2 FT (0.6 M)
 DF5936'SOUTH OF WIT POST.
 DF5936
 DF5936                          STATION RECOVERY (2002)
 DF5936
 DF5936'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5936'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , 10 MI (16.1 KM)
 DF5936'WEST OF SANDSTONE, FROM JCT OF FAI 35 GO 0.4 MI (0.6 KM) WEST ON CO RD
 DF5936'61, THEN 9.1 MI (14.6 KM) NORTH AND WEST ON CO RD 28, 0.85 MILES (1.37
 DF5936'KM) WEST OF CO RD 143, 0.1 MI (0.2 KM) EAST OF 380TH AVE, 44 FT (13.4
 DF5936'M) NORTH OF CO RD 28, 7 FT (2.1 M) SOUTH OF FENCE, 29 FT (8.8 M) EAST
 DF5936'OF DRIVEWAY, 2 FT (0.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC.
 DF5936
 DF5936                          STATION RECOVERY (2008)
 DF5936
 DF5936'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DF5936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO0462 ***********************************************************************
 QO0462  DESIGNATION -  47 1
 QO0462  PID         -  QO0462
 QO0462  STATE/COUNTY-  MN/ANOKA
 QO0462  COUNTRY     -  US
 QO0462  USGS QUAD   -  COON RAPIDS (1993)
 QO0462
 QO0462                         *CURRENT SURVEY CONTROL
 QO0462  ______________________________________________________________________
 QO0462* NAD 83(1986) POSITION- 45 07 58.     (N) 093 16 15.     (W)   SCALED    
 QO0462* NAVD 88 ORTHO HEIGHT -   271.247  (meters)     889.92  (feet) ADJUSTED  
 QO0462  ______________________________________________________________________
 QO0462  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 QO0462  DYNAMIC HEIGHT  -        271.242 (meters)      889.90  (feet) COMP
 QO0462  MODELED GRAVITY -    980,592.4   (mgal)                       NAVD 88
 QO0462
 QO0462  VERT ORDER      -  SECOND    CLASS 0
 QO0462
 QO0462.The horizontal coordinates were scaled from a topographic map and have
 QO0462.an estimated accuracy of +/- 6 seconds.
 QO0462.
 QO0462.The orthometric height was determined by differential leveling and
 QO0462.adjusted in June 1991.
 QO0462
 QO0462.The dynamic height is computed by dividing the NAVD 88
 QO0462.geopotential number by the normal gravity value computed on the
 QO0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO0462.degrees latitude (g = 980.6199 gals.).
 QO0462
 QO0462.The modeled gravity was interpolated from observed gravity values.
 QO0462
 QO0462;                    North         East    Units  Estimated Accuracy
 QO0462;SPC MN S     -   337,240.      857,360.      MT  (+/- 180 meters Scaled)
 QO0462
 QO0462                          SUPERSEDED SURVEY CONTROL
 QO0462
 QO0462  NGVD 29 (??/??/92)  271.187  (m)          889.72   (f) ADJ UNCH    2 0
 QO0462
 QO0462.Superseded values are not recommended for survey control.
 QO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO0462.See file dsdata.txt to determine how the superseded data were derived.
 QO0462
 QO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK787977(NAD 83)
 QO0462
 QO0462_MARKER: Z = SEE DESCRIPTION
 QO0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO0462_SP_SET: CONCRETE BASE
 QO0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO0462
 QO0462  HISTORY     - Date     Condition        Report By
 QO0462  HISTORY     - UNK      MONUMENTED       MNDT
 QO0462  HISTORY     - 1970     GOOD             MNDT
 QO0462
 QO0462                          STATION DESCRIPTION
 QO0462
 QO0462'DESCRIBED BY MN DEPT OF TRANSP 1970
 QO0462'IN COON RAPIDS.
 QO0462'BRASS PLUG IN CONC. BASE OF HIGHWAY LIGHT STANDARD IN THE S1/2 OF THE
 QO0462'NE1/4 OF SECTION 36.  AT THE SW QUADRANT OF THE JUCT. OF T.H. 47 AND
 QO0462'T.H. 10.  THE MIDDLE LIGHT POST OF THREE AT THE SOUTH END OF THE SW
 QO0462'RAMP ON THE EAST SIDE OF BASE.  SECTION 36, T 31N, R 24W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 TD0138 ***********************************************************************
 TD0138  DESIGNATION -  47 RE
 TD0138  PID         -  TD0138
 TD0138  STATE/COUNTY-  MN/PENNINGTON
 TD0138  COUNTRY     -  US
 TD0138  USGS QUAD   -  HAZEL (1976)
 TD0138
 TD0138                         *CURRENT SURVEY CONTROL
 TD0138  ______________________________________________________________________
 TD0138* NAD 83(1996) POSITION- 48 00 30.17650(N) 096 03 17.98761(W)   NO CHECK  
 TD0138* NAVD 88 ORTHO HEIGHT -   343.685  (meters)    1127.57  (feet) ADJUSTED  
 TD0138  ______________________________________________________________________
 TD0138  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC09
 TD0138  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 TD0138  DYNAMIC HEIGHT  -        343.750 (meters)     1127.79  (feet) COMP
 TD0138  MODELED GRAVITY -    980,791.7   (mgal)                       NAVD 88
 TD0138
 TD0138  HORZ ORDER      -  THIRD
 TD0138  VERT ORDER      -  SECOND    CLASS I
 TD0138
 TD0138.The horizontal coordinates were established by classical geodetic methods
 TD0138.and adjusted by the National Geodetic Survey in March 1999.
 TD0138.
 TD0138.No horizontal observational check was made to the station.
 TD0138.
 TD0138.The orthometric height was determined by differential leveling and
 TD0138.adjusted in June 1991.
 TD0138
 TD0138.Photographs are available for this station.
 TD0138
 TD0138.The Laplace correction was computed from DEFLEC09 derived deflections.
 TD0138
 TD0138.The dynamic height is computed by dividing the NAVD 88
 TD0138.geopotential number by the normal gravity value computed on the
 TD0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 TD0138.degrees latitude (g = 980.6199 gals.).
 TD0138
 TD0138.The modeled gravity was interpolated from observed gravity values.
 TD0138
 TD0138. The following values were computed from the NAD 83(1996) position.
 TD0138
 TD0138;                    North         East     Units Scale Factor Converg.
 TD0138;SPC MN N     -   271,906.038   579,592.179   MT  0.99990736   -2 11 25.1
 TD0138;SPC MN N     -   892,078.39  1,901,545.34   sFT  0.99990736   -2 11 25.1
 TD0138;UTM  14      - 5,321,429.037   719,638.377   MT  1.00019280   +2 11 23.0
 TD0138;UTM  15      - 5,321,748.539   272,159.133   MT  1.00023791   -2 16 17.7
 TD0138
 TD0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TD0138!SPC MN N     -   0.99995039  x   0.99990736  =   0.99985775
 TD0138!UTM  14      -   0.99995039  x   1.00019280  =   1.00014318
 TD0138!UTM  15      -   0.99995039  x   1.00023791  =   1.00018829
 TD0138
 TD0138                          SUPERSEDED SURVEY CONTROL
 TD0138
 TD0138  NAD 83(1986)-  48 00 30.17306(N)    096 03 17.98218(W) AD(       ) 3
 TD0138  NAD 27      -  48 00 30.29983(N)    096 03 16.86702(W) AD(       ) 3
 TD0138  NGVD 29 (??/??/92)  343.298  (m)         1126.30   (f) ADJ UNCH    2 1
 TD0138
 TD0138.Superseded values are not recommended for survey control.
 TD0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TD0138.See file dsdata.txt to determine how the superseded data were derived.
 TD0138
 TD0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 14UQU1963821429(NAD 83)
 TD0138
 TD0138_MARKER: DD = SURVEY DISK
 TD0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TD0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 TD0138_STAMPING: 47 RE 1958 1126
 TD0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TD0138+STABILITY: SURFACE MOTION
 TD0138
 TD0138  HISTORY     - Date     Condition        Report By
 TD0138  HISTORY     - 1958     MONUMENTED       USGS
 TD0138  HISTORY     - 1977     GOOD             MNDT
 TD0138
 TD0138                          STATION DESCRIPTION
 TD0138
 TD0138'DESCRIBED BY MN DEPT OF TRANSP 1977
 TD0138'7 MI N FROM PLUMMER.
 TD0138'THE MARK IS LOCATED 7.3 MILES NORTH ALONG T.H. 59 FROM ITS
 TD0138'INTERSECTION WITH COUNTY ROAD 1 AT THE SOUTH EDGE OF PLUMMER, JUST
 TD0138'NORTH OF THE INTERSECTION OF T.H. 59 AND COUNTY ROAD 55 NEAR T.H. 59
 TD0138'MILEPOINT 348.2.  THE MARK IS 360 FEET NORTH OF THE CENTER OF THE
 TD0138'EAST-WEST ROAD (ON THE SOUTH LINE OF SEC. 5), 6.4 FEET NORTH OF POWER
 TD0138'POLE NO. 168A, 72.9 FEET EAST OF THE CENTER OF T.H. 59 AND 0.8 FOOT
 TD0138'EAST OF A STEEL WITNESS POST.  THE MARK, A USGS SURVEY DISK SET IN THE
 TD0138'TOP OF A CONCRETE POST WHICH IS MAGNETIC IS ABOUT 2 FEET BELOW THE
 TD0138'LEVEL OF T.H. 59 AND FLUSH WITH THE GROUND.  SE 1/4, SEC 5, T 152N, R
 TD0138'42W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ0539 ***********************************************************************
 OQ0539  DESIGNATION -  47 SEM
 OQ0539  PID         -  OQ0539
 OQ0539  STATE/COUNTY-  MN/ROCK
 OQ0539  COUNTRY     -  US
 OQ0539  USGS QUAD   -  ASH CREEK (1967)
 OQ0539
 OQ0539                         *CURRENT SURVEY CONTROL
 OQ0539  ______________________________________________________________________
 OQ0539* NAD 83(2007) POSITION- 43 30 01.21408(N) 096 11 36.57683(W)   ADJUSTED  
 OQ0539* NAD 83(2007) ELLIP HT-   392.830 (meters)        (12/22/10)   ADJUSTED
 OQ0539* NAD 83(2007) EPOCH   -  2002.00
 OQ0539* NAVD 88 ORTHO HEIGHT -   419.435  (meters)    1376.10  (feet) ADJUSTED  
 OQ0539  ______________________________________________________________________
 OQ0539  NAD 83(2007) X  -   -499,962.201 (meters)                     COMP
 OQ0539  NAD 83(2007) Y  - -4,607,102.973 (meters)                     COMP
 OQ0539  NAD 83(2007) Z  -  4,368,259.352 (meters)                     COMP
 OQ0539  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC09
 OQ0539  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 OQ0539  DYNAMIC HEIGHT  -        419.324 (meters)     1375.73  (feet) COMP
 OQ0539  MODELED GRAVITY -    980,343.0   (mgal)                       NAVD 88
 OQ0539
 OQ0539  HORZ ORDER      -  FIRST
 OQ0539  VERT ORDER      -  SECOND    CLASS I
 OQ0539  ELLP ORDER      -  FOURTH    CLASS I
 OQ0539
 OQ0539.The horizontal coordinates were established by GPS observations
 OQ0539.and adjusted by the National Geodetic Survey in December 2010.
 OQ0539
 OQ0539.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OQ0539.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OQ0539
 OQ0539.The horizontal coordinates are valid at the epoch date displayed above
 OQ0539.which is a decimal equivalence of Year/Month/Day.
 OQ0539
 OQ0539.The orthometric height was determined by differential leveling and
 OQ0539.adjusted in June 1991.
 OQ0539
 OQ0539.Photographs are available for this station.
 OQ0539
 OQ0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OQ0539
 OQ0539.The Laplace correction was computed from DEFLEC09 derived deflections.
 OQ0539
 OQ0539.The ellipsoidal height was determined by GPS observations
 OQ0539.and is referenced to NAD 83.
 OQ0539
 OQ0539.The dynamic height is computed by dividing the NAVD 88
 OQ0539.geopotential number by the normal gravity value computed on the
 OQ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ0539.degrees latitude (g = 980.6199 gals.).
 OQ0539
 OQ0539.The modeled gravity was interpolated from observed gravity values.
 OQ0539
 OQ0539. The following values were computed from the NAD 83(2007) position.
 OQ0539
 OQ0539;                    North         East     Units Scale Factor Converg.
 OQ0539;SPC MN S     -   157,975.467   622,606.799   MT  1.00007331   -1 32 14.9
 OQ0539;SPC MN S     -   518,291.18  2,042,669.14   sFT  1.00007331   -1 32 14.9
 OQ0539;UTM  14      - 4,820,205.586   726,893.748   MT  1.00023329   +1 55 57.7
 OQ0539
 OQ0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OQ0539!SPC MN S     -   0.99993840  x   1.00007331  =   1.00001171
 OQ0539!UTM  14      -   0.99993840  x   1.00023329  =   1.00017168
 OQ0539
 OQ0539                          SUPERSEDED SURVEY CONTROL
 OQ0539
 OQ0539  NAD 83(1996)-  43 30 01.21351(N)    096 11 36.57587(W) AD(       ) 1
 OQ0539  ELLIP H (06/28/06)  392.870  (m)                       GP(       ) 4 1
 OQ0539  NAVD 88 (06/28/06)  419.44   (m)         1376.1    (f) LEVELING    3  
 OQ0539  NGVD 29 (??/??/92)  419.185  (m)         1375.28   (f) ADJ UNCH    2 1
 OQ0539
 OQ0539.Superseded values are not recommended for survey control.
 OQ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OQ0539.See file dsdata.txt to determine how the superseded data were derived.
 OQ0539
 OQ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2689320205(NAD 83)
 OQ0539
 OQ0539_MARKER: DD = SURVEY DISK
 OQ0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OQ0539_SP_SET: CONCRETE POST
 OQ0539_STAMPING: 47 SEM 1966
 OQ0539_MARK LOGO: USGS  
 OQ0539_PROJECTION: FLUSH
 OQ0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 OQ0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ0539+STABILITY: SURFACE MOTION
 OQ0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OQ0539+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2005
 OQ0539
 OQ0539  HISTORY     - Date     Condition        Report By
 OQ0539  HISTORY     - 1966     MONUMENTED       USGS
 OQ0539  HISTORY     - 1978     GOOD             MNDT
 OQ0539  HISTORY     - 20051027 GOOD             MNDT
 OQ0539
 OQ0539                          STATION DESCRIPTION
 OQ0539
 OQ0539'DESCRIBED BY MN DEPT OF TRANSP 1978
 OQ0539'11.3 MI SOUTH FROM LUVERNE.
 OQ0539'THE MARK IS LOCATED 11.3 MILES SOUTH OF TRUNK HIGHWAY 75 FROM ITS
 OQ0539'INTERSECTION WITH TRUNK HIGHWAY 17, THENCE EAST ON THE DIRT ROAD ALONG
 OQ0539'THE SOUTH STATE LINE FOR ABOUT 0.2 MILE. THE MARK IS 28 FT. NORTH OF
 OQ0539'THE CENTER OF THE DIRT ROAD ON THE MINNESOTA IOWA STATE LINE, 220 FT.
 OQ0539'WEST OF A T ROAD TO THE NORTH, 16.5 FT. WEST OF A POWER POLE, 14 FT.
 OQ0539'WEST OF A WOODEN CORNER FENCE POST, 1 FT. SOUTH OF A FENCE AND 0.8
 OQ0539'FT. SOUTH OF A STEEL WITNESS POST. IT IS ABOUT FLUSH WITH THE GROUND.
 OQ0539
 OQ0539                          STATION RECOVERY (2005)
 OQ0539
 OQ0539'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 OQ0539'11.3 MILES SOUTH OF JUNCTION OF TRUNK HIGHWAY 75 AND COUNTY ROAD 17 IN
 OQ0539'LUVERNE THEN 0.2 MILES EAST, 28 FEET NORTH OF 11TH STREET ON STATE
 OQ0539'LINE, 220 FEET WEST OF 140TH AVENUE NORTH, 1.0 FEET SOUTH OF FENCE,
 OQ0539'0.8 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1128 ***********************************************************************
 PQ1128  DESIGNATION -  47 T
 PQ1128  PID         -  PQ1128
 PQ1128  STATE/COUNTY-  MN/LYON
 PQ1128  COUNTRY     -  US
 PQ1128  USGS QUAD   -  COTTONWOOD (1962)
 PQ1128
 PQ1128                         *CURRENT SURVEY CONTROL
 PQ1128  ______________________________________________________________________
 PQ1128* NAD 83(1996) POSITION- 44 30 05.33503(N) 095 42 58.58775(W)   ADJUSTED  
 PQ1128* NAVD 88 ORTHO HEIGHT -   341.18   (+/-2cm)    1119.4   (feet) VERTCON   
 PQ1128  ______________________________________________________________________
 PQ1128  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 PQ1128  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC09
 PQ1128  HORZ ORDER      -  THIRD
 PQ1128  VERT ORDER      -  THIRD ? (See Below)
 PQ1128
 PQ1128.The horizontal coordinates were established by classical geodetic methods
 PQ1128.and adjusted by the National Geodetic Survey in March 1999.
 PQ1128.
 PQ1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ1128
 PQ1128.The vertical order pertains to the NGVD 29 superseded value.
 PQ1128
 PQ1128.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1128
 PQ1128. The following values were computed from the NAD 83(1996) position.
 PQ1128
 PQ1128;                    North         East     Units Scale Factor Converg.
 PQ1128;SPC MN S     -   268,264.349   663,529.577   MT  0.99992204   -1 12 10.7
 PQ1128;SPC MN S     -   880,130.62  2,176,929.95   sFT  0.99992204   -1 12 10.7
 PQ1128;UTM  15      - 4,931,162.844   284,066.247   MT  1.00017344   -1 54 16.7
 PQ1128
 PQ1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1128!SPC MN S     -   0.99995075  x   0.99992204  =   0.99987280
 PQ1128!UTM  15      -   0.99995075  x   1.00017344  =   1.00012418
 PQ1128
 PQ1128                          SUPERSEDED SURVEY CONTROL
 PQ1128
 PQ1128  NAD 83(1996)-  44 30 05.32843(N)    095 42 58.58255(W) AD(       ) 3
 PQ1128  NAD 83(1986)-  44 30 05.32800(N)    095 42 58.57744(W) AD(       ) 3
 PQ1128  NAD 27      -  44 30 05.46780(N)    095 42 57.50051(W) AD(       ) 3
 PQ1128  NGVD 29 (07/19/86)  340.99   (m)         1118.7    (f) LEVELING    3  
 PQ1128
 PQ1128.Superseded values are not recommended for survey control.
 PQ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1128.See file dsdata.txt to determine how the superseded data were derived.
 PQ1128
 PQ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK8406631162(NAD 83)
 PQ1128
 PQ1128_MARKER: DB = BENCH MARK DISK
 PQ1128_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1128_STAMPING: 47 T 1960 1119
 PQ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1128+STABILITY: SURFACE MOTION
 PQ1128
 PQ1128  HISTORY     - Date     Condition        Report By
 PQ1128  HISTORY     - 1960     MONUMENTED       USGS
 PQ1128
 PQ1128                          STATION DESCRIPTION
 PQ1128
 PQ1128'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1128'MARSHALL,3.5 MILE N AND 4 MILE E OF. 35 FT N,200 FT W, AND 2.7 FT
 PQ1128'HIGHER THAN X-ROADS AT CORNER SECTIONS 13,18,19,24,T.112 N,R.40 AND
 PQ1128'41W, 40 FT E AND 2.7 FT LOWER THAN ROAD AT PRIVATE DRIVE N. IN A
 PQ1128'CONCRETE POST A STANDARD TABLET STAMPED---47 T 1960 1119 ET---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1427 ***********************************************************************
 PQ1427  DESIGNATION -  4701 AB
 PQ1427  PID         -  PQ1427
 PQ1427  STATE/COUNTY-  MN/MEEKER
 PQ1427  COUNTRY     -  US
 PQ1427  USGS QUAD   -  COSMOS (1967)
 PQ1427
 PQ1427                         *CURRENT SURVEY CONTROL
 PQ1427  ______________________________________________________________________
 PQ1427* NAD 83(2007) POSITION- 44 56 53.34498(N) 094 41 48.52309(W)   ADJUSTED  
 PQ1427* NAD 83(2007) ELLIP HT-   313.150 (meters)        (08/23/10)   ADJUSTED
 PQ1427* NAD 83(2007) EPOCH   -  2002.00
 PQ1427* NAVD 88 ORTHO HEIGHT -   340.057  (meters)    1115.67  (feet) ADJUSTED  
 PQ1427  ______________________________________________________________________
 PQ1427  NAD 83(2007) X  -   -370,265.755 (meters)                     COMP
 PQ1427  NAD 83(2007) Y  - -4,506,700.276 (meters)                     COMP
 PQ1427  NAD 83(2007) Z  -  4,483,493.445 (meters)                     COMP
 PQ1427  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC09
 PQ1427  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 PQ1427  DYNAMIC HEIGHT  -        340.031 (meters)     1115.59  (feet) COMP
 PQ1427  MODELED GRAVITY -    980,530.0   (mgal)                       NAVD 88
 PQ1427
 PQ1427  HORZ ORDER      -  FIRST
 PQ1427  VERT ORDER      -  SECOND    CLASS I
 PQ1427  ELLP ORDER      -  THIRD     CLASS I
 PQ1427
 PQ1427.The horizontal coordinates were established by GPS observations
 PQ1427.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1427
 PQ1427.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1427.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1427
 PQ1427.The horizontal coordinates are valid at the epoch date displayed above
 PQ1427.which is a decimal equivalence of Year/Month/Day.
 PQ1427
 PQ1427.The orthometric height was determined by differential leveling and
 PQ1427.adjusted in June 1995.
 PQ1427
 PQ1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1427
 PQ1427.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1427
 PQ1427.The ellipsoidal height was determined by GPS observations
 PQ1427.and is referenced to NAD 83.
 PQ1427
 PQ1427.The dynamic height is computed by dividing the NAVD 88
 PQ1427.geopotential number by the normal gravity value computed on the
 PQ1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1427.degrees latitude (g = 980.6199 gals.).
 PQ1427
 PQ1427.The modeled gravity was interpolated from observed gravity values.
 PQ1427
 PQ1427. The following values were computed from the NAD 83(2007) position.
 PQ1427
 PQ1427;                    North         East     Units Scale Factor Converg.
 PQ1427;SPC MN S     -   316,699.397   745,012.337   MT  0.99995240   -0 29 18.3
 PQ1427;SPC MN S     - 1,039,037.94  2,444,261.31   sFT  0.99995240   -0 29 18.3
 PQ1427;UTM  15      - 4,978,591.168   366,144.637   MT  0.99982032   -1 11 56.1
 PQ1427
 PQ1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1427!SPC MN S     -   0.99995090  x   0.99995240  =   0.99990331
 PQ1427!UTM  15      -   0.99995090  x   0.99982032  =   0.99977123
 PQ1427
 PQ1427                          SUPERSEDED SURVEY CONTROL
 PQ1427
 PQ1427  NAD 83(1996)-  44 56 53.34444(N)    094 41 48.52261(W) AD(       ) 1
 PQ1427  ELLIP H (06/12/06)  313.183  (m)                       GP(       ) 4 1
 PQ1427  NAVD 88 (06/12/06)  340.06   (m)         1115.7    (f) LEVELING    3  
 PQ1427
 PQ1427.Superseded values are not recommended for survey control.
 PQ1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1427.See file dsdata.txt to determine how the superseded data were derived.
 PQ1427
 PQ1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6614478591(NAD 83)
 PQ1427
 PQ1427_MARKER: DV = VERTICAL CONTROL DISK
 PQ1427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1427_SP_SET: COPPER-CLAD STEEL ROD
 PQ1427_STAMPING: 4701 AB 1978
 PQ1427_MARK LOGO: MNDT  
 PQ1427_PROJECTION: RECESSED 20 CENTIMETERS
 PQ1427_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1427+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 PQ1427_ROD/PIPE-DEPTH: 14.6 meters
 PQ1427
 PQ1427  HISTORY     - Date     Condition        Report By
 PQ1427  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1427  HISTORY     - 20051221 GOOD             MNDT
 PQ1427
 PQ1427                          STATION DESCRIPTION
 PQ1427
 PQ1427'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1427'THE MARK IS LOCATED 0.8 MILE (1.3 KM) NORTH ALONG TRUNK HIGHWAY 4
 PQ1427'FROM ITS JUNCTION WITH TRUNK HIGHWAY 7 AT COSMOS, IN THE NE 1/4 OF
 PQ1427'SECTION 16, T117N, R32W, NEAR TRUNK HIGHWAY 4 MILEPOST 109.  THE MARK
 PQ1427'IS 71 FEET (21.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 4, 47
 PQ1427'FEET (14.3 M) NORTH OF THE CENTER OF A FIELD ENTRANCE TO THE WEST,
 PQ1427'195 FEET (59.4 M) SOUTHWEST OF MILEPOST 109, 46.9 FEET (14.3 M)
 PQ1427'NORTHWEST OF THE NORTH END OF A 24-INCH DIAMETER METAL CULVERT UNDER
 PQ1427'THE FIELD ENTRANCE, 1.6 FEET (0.5 M) EAST OF A POWER POLE, AND 0.7
 PQ1427'FOOT (21.3 CM) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1427'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4701 AB 1978---, IS
 PQ1427'CRIMPED ON THE TOP OF A 5/8-INCH DIAMETER BY 48-FOOT LONG
 PQ1427'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT 2 FEET (0.6
 PQ1427'M) BELOW THE LEVEL OF TRUNK HIGHWAY 4 AND PROJECTS 2 INCHES ABOVE THE
 PQ1427'SURFACE OF THE GROUND.
 PQ1427
 PQ1427                          STATION RECOVERY (2005)
 PQ1427
 PQ1427'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PQ1427'0.8 MILES NORTH ON TRUNK HIGHWAY 4 FROM JUNCTION OF TRUNK HIGHWAY 4
 PQ1427'AND TRUNK HIGHWAY 7 AT COSMOS, 71 FEET WEST OF TRUNK HIGHWAY 4, 195
 PQ1427'FEET SOUTHWEST OF TRUNK HIGHWAY 4 MILEPOST 109, 47 FEET NORTH OF FIELD
 PQ1427'ENTRANCE WEST, 46.9 FEET NORTHWEST OF NORTH END OF METAL CULVERT, 1.6
 PQ1427'FEET EAST OF POWER POLE, 0.7 FEET NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1447 ***********************************************************************
 PQ1447  DESIGNATION -  4703 A
 PQ1447  PID         -  PQ1447
 PQ1447  STATE/COUNTY-  MN/MEEKER
 PQ1447  COUNTRY     -  US
 PQ1447  USGS QUAD   -  THORPE (1982)
 PQ1447
 PQ1447                         *CURRENT SURVEY CONTROL
 PQ1447  ______________________________________________________________________
 PQ1447* NAD 83(2007) POSITION- 44 56 09.35456(N) 094 45 28.12835(W)   ADJUSTED  
 PQ1447* NAD 83(2007) ELLIP HT-   315.239 (meters)        (02/10/07)   ADJUSTED
 PQ1447* NAD 83(2007) EPOCH   -  2002.00
 PQ1447* NAVD 88 ORTHO HEIGHT -   342.133  (meters)    1122.48  (feet) ADJUSTED  
 PQ1447  ______________________________________________________________________
 PQ1447  NAD 83(2007) X  -   -375,143.413 (meters)                     COMP
 PQ1447  NAD 83(2007) Y  - -4,507,260.980 (meters)                     COMP
 PQ1447  NAD 83(2007) Z  -  4,482,533.674 (meters)                     COMP
 PQ1447  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC09
 PQ1447  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 PQ1447  DYNAMIC HEIGHT  -        342.107 (meters)     1122.40  (feet) COMP
 PQ1447  MODELED GRAVITY -    980,529.5   (mgal)                       NAVD 88
 PQ1447
 PQ1447  VERT ORDER      -  SECOND    CLASS I
 PQ1447
 PQ1447  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1447  Type                                         Horiz  Ellip  Dist(km)
 PQ1447  -------------------------------------------------------------------
 PQ1447  NETWORK                                       0.41   0.51
 PQ1447  -------------------------------------------------------------------
 PQ1447  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.56   0.45      7.67
 PQ1447  -------------------------------------------------------------------
 PQ1447  NOTE: Click here for information on individual local accuracy
 PQ1447  values and other accuracy information.
 PQ1447
 PQ1447
 PQ1447.The horizontal coordinates were established by GPS observations
 PQ1447.and adjusted by the National Geodetic Survey in February 2007.
 PQ1447
 PQ1447.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1447.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1447
 PQ1447.The horizontal coordinates are valid at the epoch date displayed above
 PQ1447.which is a decimal equivalence of Year/Month/Day.
 PQ1447
 PQ1447.The orthometric height was determined by differential leveling and
 PQ1447.adjusted in June 1995.
 PQ1447
 PQ1447.Photographs are available for this station.
 PQ1447
 PQ1447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1447
 PQ1447.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1447
 PQ1447.The ellipsoidal height was determined by GPS observations
 PQ1447.and is referenced to NAD 83.
 PQ1447
 PQ1447.The dynamic height is computed by dividing the NAVD 88
 PQ1447.geopotential number by the normal gravity value computed on the
 PQ1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1447.degrees latitude (g = 980.6199 gals.).
 PQ1447
 PQ1447.The modeled gravity was interpolated from observed gravity values.
 PQ1447
 PQ1447. The following values were computed from the NAD 83(2007) position.
 PQ1447
 PQ1447;                    North         East     Units Scale Factor Converg.
 PQ1447;SPC MN S     -   315,384.384   740,186.060   MT  0.99995076   -0 31 52.2
 PQ1447;SPC MN S     - 1,034,723.60  2,428,427.10   sFT  0.99995076   -0 31 52.2
 PQ1447;UTM  15      - 4,977,336.263   361,303.020   MT  0.99983655   -1 14 30.4
 PQ1447
 PQ1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1447!SPC MN S     -   0.99995058  x   0.99995076  =   0.99990134
 PQ1447!UTM  15      -   0.99995058  x   0.99983655  =   0.99978713
 PQ1447
 PQ1447                          SUPERSEDED SURVEY CONTROL
 PQ1447
 PQ1447  NAD 83(1996)-  44 56 09.35408(N)    094 45 28.12781(W) AD(       ) 1
 PQ1447  ELLIP H (08/23/04)  315.276  (m)                       GP(       ) 3 2
 PQ1447  NAVD 88 (08/23/04)  342.13   (m)         1122.5    (f) LEVELING    3  
 PQ1447
 PQ1447.Superseded values are not recommended for survey control.
 PQ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1447.See file dsdata.txt to determine how the superseded data were derived.
 PQ1447
 PQ1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6130377336(NAD 83)
 PQ1447
 PQ1447_MARKER: DB = BENCH MARK DISK
 PQ1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1447_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1447_STAMPING: 4703 A 1950
 PQ1447_MARK LOGO: MNHD  
 PQ1447_PROJECTION: RECESSED 10 CENTIMETERS
 PQ1447_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1447+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 PQ1447
 PQ1447  HISTORY     - Date     Condition        Report By
 PQ1447  HISTORY     - 1950     MONUMENTED       MNHD
 PQ1447  HISTORY     - 19780724 GOOD             MNDT
 PQ1447  HISTORY     - 20030820 GOOD             MNDT
 PQ1447  HISTORY     - 20051221 GOOD             MNDT
 PQ1447  HISTORY     - 20060308 GOOD             MNDT
 PQ1447
 PQ1447                          STATION DESCRIPTION
 PQ1447
 PQ1447'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1447'THE MARK IS LOCATED 3 MILES (4.8 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1447'ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE SW 1/4 OF SECTION
 PQ1447'18, T117N, R32W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 PQ1447'TRUNK HIGHWAY 7 AND A TOWNSHIP ROAD, NEAR TRUNK HIGHWAY 7 MILEPOINT
 PQ1447'121.4.  THE MARK IS 76 FEET (23.2 M) NORTH OF THE CENTERLINE OF TRUNK
 PQ1447'HIGHWAY 7, 32 FEET (9.8 M) EAST OF THE CENTER OF THE NORTH-SOUTH
 PQ1447'ROAD, 63.5 FEET (19.4 M) NORTHWEST OF THE NORTH END OF A 24-INCH
 PQ1447'DIAMETER CONCRETE CULVERT UNDER TRUNK HIGHWAY 7, 4.5 FEET (1.4 M)
 PQ1447'NORTH-NORTHWEST OF UNDERGROUND TELEPHONE CABLE MARKER G23, AND 1.2
 PQ1447'FEET (0.4 M) WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNHD
 PQ1447'BENCH MARK DISK STAMPED---4703 A 1950---, IS SET IN THE TOP OF A
 PQ1447'MAGNETIC PRECAST CONCRETE MONUMENT THAT IS ABOUT 2 FEET (0.6 M) BELOW
 PQ1447'THE LEVEL OF TRUNK HIGHWAY 7 AND IS BURIED 4 INCHES BELOW THE SURFACE
 PQ1447'OF THE GROUND.
 PQ1447
 PQ1447                          STATION RECOVERY (2003)
 PQ1447
 PQ1447'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 PQ1447'THE MARK IS LOCATED 3 MILES WEST OF COSMOS, 3 MILES WEST ALONG TRUNK
 PQ1447'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 4 IN
 PQ1447'COSMOS, AT TRUNK HIGHWAY 7 MILEPOINT 121.4, THE MARK IS 76 FEET NORTH
 PQ1447'OF TRUNK HIGHWAY 7, 32 FEET EAST OF KANDI-MEEKER ROAD, 63.5 FEET
 PQ1447'NORTHWEST OF NORTH END OFCONCRETE CULVERT,4.5 FEET NORTH-NORTHWEST OF
 PQ1447'TELEPHONE CABLE MARKER G23, 1.2 FEET WEST OF WITNESS POST
 PQ1447
 PQ1447                          STATION RECOVERY (2005)
 PQ1447
 PQ1447'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 PQ1447'THE MARK IS LOCATED 3 MILES WEST OF COSMOS, 3 MILES WEST ALONG TRUNK
 PQ1447'HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 4 IN
 PQ1447'COSMOS, AT TRUNK HIGHWAY 7 MILEPOINT 121.4, THE MARK IS 76 FEET NORTH
 PQ1447'OF TRUNK HIGHWAY 7, 32 FEET EAST OF KANDI-MEEKER ROAD, 63.5 FEET
 PQ1447'NORTHWEST OF NORTH END OFCONCRETE CULVERT,4.5 FEET NORTH-NORTHWEST OF
 PQ1447'TELEPHONE CABLE MARKER G23, 1.2 FEET WEST OF WITNESS POST
 PQ1447
 PQ1447                          STATION RECOVERY (2006)
 PQ1447
 PQ1447'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 PQ1447'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1423 ***********************************************************************
 PQ1423  DESIGNATION -  4703 AB
 PQ1423  PID         -  PQ1423
 PQ1423  STATE/COUNTY-  MN/MEEKER
 PQ1423  COUNTRY     -  US
 PQ1423  USGS QUAD   -  COSMOS (1967)
 PQ1423
 PQ1423                         *CURRENT SURVEY CONTROL
 PQ1423  ______________________________________________________________________
 PQ1423* NAD 83(1986) POSITION- 44 56 11.     (N) 094 44 16.     (W)   SCALED    
 PQ1423* NAVD 88 ORTHO HEIGHT -   341.495  (meters)    1120.39  (feet) ADJUSTED  
 PQ1423  ______________________________________________________________________
 PQ1423  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 PQ1423  DYNAMIC HEIGHT  -        341.468 (meters)     1120.30  (feet) COMP
 PQ1423  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 PQ1423
 PQ1423  VERT ORDER      -  SECOND    CLASS I
 PQ1423
 PQ1423.The horizontal coordinates were scaled from a topographic map and have
 PQ1423.an estimated accuracy of +/- 6 seconds.
 PQ1423.
 PQ1423.The orthometric height was determined by differential leveling and
 PQ1423.adjusted in June 1995.
 PQ1423
 PQ1423.The dynamic height is computed by dividing the NAVD 88
 PQ1423.geopotential number by the normal gravity value computed on the
 PQ1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1423.degrees latitude (g = 980.6199 gals.).
 PQ1423
 PQ1423.The modeled gravity was interpolated from observed gravity values.
 PQ1423
 PQ1423;                    North         East    Units  Estimated Accuracy
 PQ1423;SPC MN S     -   315,420.      741,770.      MT  (+/- 180 meters Scaled)
 PQ1423
 PQ1423                          SUPERSEDED SURVEY CONTROL
 PQ1423
 PQ1423.No superseded survey control is available for this station.
 PQ1423
 PQ1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK628773(NAD 83)
 PQ1423
 PQ1423_MARKER: DV = VERTICAL CONTROL DISK
 PQ1423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1423_SP_SET: COPPER-CLAD STEEL ROD
 PQ1423_STAMPING: 4703 AB 1978
 PQ1423_MARK LOGO: MNDT  
 PQ1423_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1423
 PQ1423  HISTORY     - Date     Condition        Report By
 PQ1423  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1423
 PQ1423                          STATION DESCRIPTION
 PQ1423
 PQ1423'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1423'THE MARK IS LOCATED 2 MILES (3.2 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1423'ITS INTERSECTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE SE 1/4 OF
 PQ1423'SECTION 18, T117N, R32W, IN THE NORTHWEST QUADRANT OF THE JUNCTION OF
 PQ1423'TRUNK HIGHWAY 7 AND A TOWNSHIP ROAD, NEAR TRUNK HIGHWAY 7 MILEPOINT
 PQ1423'122.35.  THE MARK IS 88.5 FEET (27.0 M) NORTH OF THE CENTERLINE OF
 PQ1423'TRUNK HIGHWAY 7, 34 FEET (10.4 M) WEST OF THE CENTER OF THE TOWNSHIP
 PQ1423'ROAD, 24 FEET (7.3 M) NORTH OF TELEPHONE CABLE PEDESTAL NUMBER G17
 PQ1423'AND A WOODEN GATE POST, 12 FEET (3.7 M) NORTH OF THE CENTER OF A
 PQ1423'FIELD ENTRANCE TO THE WEST, 1.5 FEET (0.5 M) WEST OF ANOTHER WOODEN
 PQ1423'GATE POST, AND 0.7 FOOT (21.3 CM) EAST OF A STEEL WITNESS POST.  THE
 PQ1423'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4703
 PQ1423'AB 1978---, IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 32-FOOT
 PQ1423'LONG COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT LEVEL
 PQ1423'WITH TRUNK HIGHWAY 7 AND PROJECTS 3 INCHES ABOVE THE SURFACE OF THE
 PQ1423'GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1422 ***********************************************************************
 PQ1422  DESIGNATION -  4703 AC
 PQ1422  PID         -  PQ1422
 PQ1422  STATE/COUNTY-  MN/MEEKER
 PQ1422  COUNTRY     -  US
 PQ1422  USGS QUAD   -  COSMOS (1967)
 PQ1422
 PQ1422                         *CURRENT SURVEY CONTROL
 PQ1422  ______________________________________________________________________
 PQ1422* NAD 83(1986) POSITION- 44 56 13.     (N) 094 43 21.     (W)   SCALED    
 PQ1422* NAVD 88 ORTHO HEIGHT -   340.438  (meters)    1116.92  (feet) ADJUSTED  
 PQ1422  ______________________________________________________________________
 PQ1422  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PQ1422  DYNAMIC HEIGHT  -        340.411 (meters)     1116.83  (feet) COMP
 PQ1422  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 PQ1422
 PQ1422  VERT ORDER      -  SECOND    CLASS I
 PQ1422
 PQ1422.The horizontal coordinates were scaled from a topographic map and have
 PQ1422.an estimated accuracy of +/- 6 seconds.
 PQ1422.
 PQ1422.The orthometric height was determined by differential leveling and
 PQ1422.adjusted in June 1995.
 PQ1422
 PQ1422.The dynamic height is computed by dividing the NAVD 88
 PQ1422.geopotential number by the normal gravity value computed on the
 PQ1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1422.degrees latitude (g = 980.6199 gals.).
 PQ1422
 PQ1422.The modeled gravity was interpolated from observed gravity values.
 PQ1422
 PQ1422;                    North         East    Units  Estimated Accuracy
 PQ1422;SPC MN S     -   315,470.      742,970.      MT  (+/- 180 meters Scaled)
 PQ1422
 PQ1422                          SUPERSEDED SURVEY CONTROL
 PQ1422
 PQ1422.No superseded survey control is available for this station.
 PQ1422
 PQ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK640773(NAD 83)
 PQ1422
 PQ1422_MARKER: DV = VERTICAL CONTROL DISK
 PQ1422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PQ1422_SP_SET: BOX CULVERT WINGWALL
 PQ1422_STAMPING: 4703 AC 1978
 PQ1422_MARK LOGO: MNDT  
 PQ1422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1422+STABILITY: SURFACE MOTION
 PQ1422
 PQ1422  HISTORY     - Date     Condition        Report By
 PQ1422  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1422
 PQ1422                          STATION DESCRIPTION
 PQ1422
 PQ1422'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1422'THE MARK IS LOCATED 1.3 MILES (2.1 KM) WEST ALONG THE STATE
 PQ1422'RECREATION TRAIL NAMED LUCE LINE (FORMERLY THE CHICAGO AND
 PQ1422'NORTHWESTERN RAILROAD) FROM ITS INTERSECTION WITH TRUNK HIGHWAY 4 AT
 PQ1422'COSMOS.  THE MARK IS IN THE CENTER OF THE SOUTH HEADWALL OF A 6-FOOT
 PQ1422'BY 10-FOOT BOX CULVERT UNDER THE TRAIL, 9 FEET (2.7 M) SOUTH OF THE
 PQ1422'CENTER OF THE TRAIL, AND 100 FEET (30.5 M) SOUTH OF THE SOUTH SHORE
 PQ1422'OF THOMPSON LAKE.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 PQ1422'MONUMENT DISK STAMPED---4703 AC 1978---, IS SET IN A DRILL HOLE IN
 PQ1422'THE CENTER OF THE SOUTH WINGWALL OF THE BOX CULVERT AND IS ABOUT
 PQ1422'LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1428 ***********************************************************************
 PQ1428  DESIGNATION -  4703 AD
 PQ1428  PID         -  PQ1428
 PQ1428  STATE/COUNTY-  MN/MEEKER
 PQ1428  COUNTRY     -  US
 PQ1428  USGS QUAD   -  COSMOS (1967)
 PQ1428
 PQ1428                         *CURRENT SURVEY CONTROL
 PQ1428  ______________________________________________________________________
 PQ1428* NAD 83(1986) POSITION- 44 56 10.5    (N) 094 41 40.4    (W)   HD_HELD2  
 PQ1428* NAVD 88 ORTHO HEIGHT -   339.835  (meters)    1114.94  (feet) ADJUSTED  
 PQ1428  ______________________________________________________________________
 PQ1428  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 PQ1428  DYNAMIC HEIGHT  -        339.808 (meters)     1114.85  (feet) COMP
 PQ1428  MODELED GRAVITY -    980,528.1   (mgal)                       NAVD 88
 PQ1428
 PQ1428  VERT ORDER      -  SECOND    CLASS I
 PQ1428
 PQ1428.The horizontal coordinates were established by autonomous hand held GPS
 PQ1428.observations and have an estimated accuracy of +/- 10 meters.
 PQ1428.
 PQ1428.The orthometric height was determined by differential leveling and
 PQ1428.adjusted in November 2011.
 PQ1428
 PQ1428.Photographs are available for this station.
 PQ1428
 PQ1428.The dynamic height is computed by dividing the NAVD 88
 PQ1428.geopotential number by the normal gravity value computed on the
 PQ1428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1428.degrees latitude (g = 980.6199 gals.).
 PQ1428
 PQ1428.The modeled gravity was interpolated from observed gravity values.
 PQ1428
 PQ1428;                    North         East    Units  Estimated Accuracy
 PQ1428;SPC MN S     -   315,375.      745,179.      MT  (+/- 10 meters HH2 GPS)
 PQ1428
 PQ1428                          SUPERSEDED SURVEY CONTROL
 PQ1428
 PQ1428  NAVD 88 (06/15/95)  339.830  (m)         1114.93   (f) SUPERSEDED  2 1
 PQ1428
 PQ1428.Superseded values are not recommended for survey control.
 PQ1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1428.See file dsdata.txt to determine how the superseded data were derived.
 PQ1428
 PQ1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6629577265(NAD 83)
 PQ1428
 PQ1428_MARKER: DV = VERTICAL CONTROL DISK
 PQ1428_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PQ1428_SP_SET: WATER TANK FOOTING
 PQ1428_STAMPING: 4703 AD 1978
 PQ1428_MARK LOGO: MNHD  
 PQ1428_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ1428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1428+STABILITY: SURFACE MOTION
 PQ1428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1428+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2005
 PQ1428
 PQ1428  HISTORY     - Date     Condition        Report By
 PQ1428  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1428  HISTORY     - 20030821 GOOD             MNDT
 PQ1428  HISTORY     - 20051221 GOOD             MNDT
 PQ1428
 PQ1428                          STATION DESCRIPTION
 PQ1428
 PQ1428'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1428'THE MARK IS LOCATED 0.1 MILE (0.2 KM) EAST ALONG TRUNK HIGHWAY 7 FROM
 PQ1428'ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE SW 1/4 OF SECTION
 PQ1428'15, T117N, R32W.  THE MARK IS IN THE SOUTHWEST CORNER OF THE CONCRETE
 PQ1428'BASE OF THE SOUTHEAST LEG OF THE COSMOS WATER TANK, 119 FEET (36.3 M)
 PQ1428'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7, 76 FEET (23.2 M) NORTH OF
 PQ1428'AN EAST-WEST STREET, AND 116.6 FEET (35.5 M) WEST OF STATION COSMOS.
 PQ1428'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1428'STAMPED---4703 AD 1978---, IS SET IN A DRILL HOLE IN THE FOOTING OF
 PQ1428'THE SOUTHEAST LEG OF WATER TANK AND IS ABOUT 1 FOOT (0.3 M) ABOVE THE
 PQ1428'LEVEL OF THE GROUND.
 PQ1428
 PQ1428                          STATION RECOVERY (2003)
 PQ1428
 PQ1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 PQ1428'THE MARK IS LOCATED IN COSMOS, 0.1 MILES EAST ALONG TRUNK HIGHWAY 7
 PQ1428'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK HIGHWAY 4 IN COSMOS,
 PQ1428'THE MARK IS IN THE SOUTHWEST CORNER OFTHE BASE OF THE SOUTHEAST LEG OF
 PQ1428'WATER TANK, 119 FEET SOUTH OF TRUNK HIGHWAY 7, 76 FEET NORTH OF
 PQ1428'EAST-WEST STREET, NO WITNESS POST SET.
 PQ1428
 PQ1428                          STATION RECOVERY (2005)
 PQ1428
 PQ1428'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1428'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5251 ***********************************************************************
 DM5251  DESIGNATION -  4703 AE 1
 DM5251  PID         -  DM5251
 DM5251  STATE/COUNTY-  MN/MEEKER
 DM5251  COUNTRY     -  US
 DM5251  USGS QUAD   -  COSMOS (1967)
 DM5251
 DM5251                         *CURRENT SURVEY CONTROL
 DM5251  ______________________________________________________________________
 DM5251* NAD 83(1986) POSITION- 44 56 07.6    (N) 094 40 30.4    (W)   HD_HELD2  
 DM5251* NAVD 88 ORTHO HEIGHT -   335.117  (meters)    1099.46  (feet) ADJUSTED  
 DM5251  ______________________________________________________________________
 DM5251  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DM5251  DYNAMIC HEIGHT  -        335.090 (meters)     1099.37  (feet) COMP
 DM5251  MODELED GRAVITY -    980,527.3   (mgal)                       NAVD 88
 DM5251
 DM5251  VERT ORDER      -  SECOND    CLASS I
 DM5251
 DM5251.The horizontal coordinates were established by autonomous hand held GPS
 DM5251.observations and have an estimated accuracy of +/- 10 meters.
 DM5251.
 DM5251.The orthometric height was determined by differential leveling and
 DM5251.adjusted in November 2011.
 DM5251
 DM5251.Photographs are available for this station.
 DM5251
 DM5251.The dynamic height is computed by dividing the NAVD 88
 DM5251.geopotential number by the normal gravity value computed on the
 DM5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5251.degrees latitude (g = 980.6199 gals.).
 DM5251
 DM5251.The modeled gravity was interpolated from observed gravity values.
 DM5251
 DM5251;                    North         East    Units  Estimated Accuracy
 DM5251;SPC MN S     -   315,273.      746,713.      MT  (+/- 10 meters HH2 GPS)
 DM5251
 DM5251                          SUPERSEDED SURVEY CONTROL
 DM5251
 DM5251.No superseded survey control is available for this station.
 DM5251
 DM5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6782777144(NAD 83)
 DM5251
 DM5251_MARKER: DV = VERTICAL CONTROL DISK
 DM5251_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5251_SP_SET: BRIDGE ABUTMENT
 DM5251_STAMPING: 4703 AE 1 2006
 DM5251_MARK LOGO: MNHD  
 DM5251_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5251+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DM5251
 DM5251  HISTORY     - Date     Condition        Report By
 DM5251  HISTORY     - 1990     MONUMENTED       MNDT
 DM5251
 DM5251                          STATION DESCRIPTION
 DM5251
 DM5251'DESCRIBED BY MN DEPT OF TRANSP 1990 (MPP)
 DM5251'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF CEDAR MILLS, 7.4 MI
 DM5251'(11.9 KM) SOUTH-SOUTHEAST OF ROSENDALE AND 1.1 MI (1.8 KM) EAST OF
 DM5251'COSMOS.
 DM5251' 
 DM5251'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND TRUNK
 DM5251'HIGHWAY 4 IN COSMOS, GO 1.05 MI (1.7 KM) EAST ALONG TRUNK HIGHWAY 7 TO
 DM5251'MILE POINT 125.45 AND MARK ON THE RIGHT.
 DM5251' 
 DM5251'THE MARK IS FOUND IN TRUNK HIGHWAY 7 BRIDGE NUMBER 47003 OVER SOUTH
 DM5251'FORK OF CROW RIVER, IN THE SOUTHEAST CORNER, IN THE ABUTMENT, 20 FT
 DM5251'(6.1 M) SOUTH OF THE CENTERLINE.
 DM5251' 
 DM5251'NOTE-THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1990, THEN STAMPED
 DM5251'WHEN SURVEYED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1432 ***********************************************************************
 PQ1432  DESIGNATION -  4703 AF
 PQ1432  PID         -  PQ1432
 PQ1432  STATE/COUNTY-  MN/MEEKER
 PQ1432  COUNTRY     -  US
 PQ1432  USGS QUAD   -  COSMOS (1967)
 PQ1432
 PQ1432                         *CURRENT SURVEY CONTROL
 PQ1432  ______________________________________________________________________
 PQ1432* NAD 83(1986) POSITION- 44 56 05.1    (N) 094 40 26.0    (W)   HD_HELD2  
 PQ1432* NAVD 88 ORTHO HEIGHT -   335.821  (meters)    1101.77  (feet) ADJUSTED  
 PQ1432  ______________________________________________________________________
 PQ1432  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 PQ1432  DYNAMIC HEIGHT  -        335.794 (meters)     1101.68  (feet) COMP
 PQ1432  MODELED GRAVITY -    980,527.3   (mgal)                       NAVD 88
 PQ1432
 PQ1432  VERT ORDER      -  SECOND    CLASS I
 PQ1432
 PQ1432.The horizontal coordinates were established by autonomous hand held GPS
 PQ1432.observations and have an estimated accuracy of +/- 10 meters.
 PQ1432.
 PQ1432.The orthometric height was determined by differential leveling and
 PQ1432.adjusted in June 1995.
 PQ1432
 PQ1432.Photographs are available for this station.
 PQ1432
 PQ1432.The dynamic height is computed by dividing the NAVD 88
 PQ1432.geopotential number by the normal gravity value computed on the
 PQ1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1432.degrees latitude (g = 980.6199 gals.).
 PQ1432
 PQ1432.The modeled gravity was interpolated from observed gravity values.
 PQ1432
 PQ1432;                    North         East    Units  Estimated Accuracy
 PQ1432;SPC MN S     -   315,195.      746,809.      MT  (+/- 10 meters HH2 GPS)
 PQ1432
 PQ1432                          SUPERSEDED SURVEY CONTROL
 PQ1432
 PQ1432.No superseded survey control is available for this station.
 PQ1432
 PQ1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6792277064(NAD 83)
 PQ1432
 PQ1432_MARKER: DV = VERTICAL CONTROL DISK
 PQ1432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1432_SP_SET: COPPER-CLAD STEEL ROD
 PQ1432_STAMPING: 4703 AF 1978
 PQ1432_MARK LOGO: MNHD  
 PQ1432_PROJECTION: FLUSH
 PQ1432_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1432+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 PQ1432
 PQ1432  HISTORY     - Date     Condition        Report By
 PQ1432  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1432  HISTORY     - 20060109 GOOD             MNDT
 PQ1432
 PQ1432                          STATION DESCRIPTION
 PQ1432
 PQ1432'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1432'THE MARK IS LOCATED 1.1 MILES (1.8 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ1432'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE NW 1/4 OF
 PQ1432'SECTION 23, T117N, R32W, AT A TOWNSHIP ROAD TO THE SOUTH NEAR TRUNK
 PQ1432'HIGHWAY 7 MILEPOINT 125.5.  THE MARK IS 283 FEET (86.3 M) SOUTH OF
 PQ1432'THE CENTERLINE OF TRUNK HIGHWAY 7, 65 FEET (19.8 M) EAST OF THE
 PQ1432'CENTER OF THE TOWNSHIP ROAD, 139 FEET (42.4 M) SOUTH OF THE CENTER OF
 PQ1432'THE MAIN ENTRANCE ON THE WEST SIDE OF THE COSMOS CEMETERY, 36.8 FEET
 PQ1432'(11.2 M) EAST OF THE NORTH END OF A 18-INCH DIAMETER METAL CULVERT
 PQ1432'UNDER THE CEMETERY ENTRANCE, 30.3 FEET (9.2 M) EAST-SOUTHEAST OF
 PQ1432'BURIED CABLE MARKER NUMBER C8CP2, AND 1.5 FEET (0.5 M) NORTHWEST OF
 PQ1432'THE NORTHWEST CORNER OF A 2-FOOT SQUARE BY 4-FOOT HIGH BRICK GATE
 PQ1432'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 PQ1432'STAMPED---4703 AF 1978---, IS CRIMPED ON THE TOP OF A 5/8-INCH
 PQ1432'DIAMETER BY 12-FOOT LONG COPPER-COATED STEEL ROD DRIVEN TO REFUSAL
 PQ1432'THAT IS ABOUT LEVEL WITH TRUNK HIGHWAY 7, 4 FEET (1.2 M) ABOVE THE
 PQ1432'LEVEL OF THE TOWNSHIP ROAD, AND FLUSH WITH THE SURFACE OF THE GROUND.
 PQ1432
 PQ1432                          STATION RECOVERY (2006)
 PQ1432
 PQ1432'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1432'RECOVERED AS DESCRIBED, WITH THE ADDITION, 15 FT (4.6 M) NORTH OF
 PQ1432'SOUTH ENTRANCE OF THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5253 ***********************************************************************
 DM5253  DESIGNATION -  4703 AH 1
 DM5253  PID         -  DM5253
 DM5253  STATE/COUNTY-  MN/MEEKER
 DM5253  COUNTRY     -  US
 DM5253  USGS QUAD   -  CEDAR MILLS (1967)
 DM5253
 DM5253                         *CURRENT SURVEY CONTROL
 DM5253  ______________________________________________________________________
 DM5253* NAD 83(1986) POSITION- 44 56 23.9    (N) 094 36 16.8    (W)   HD_HELD2  
 DM5253* NAVD 88 ORTHO HEIGHT -   331.353  (meters)    1087.11  (feet) ADJUSTED  
 DM5253  ______________________________________________________________________
 DM5253  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM5253  DYNAMIC HEIGHT  -        331.326 (meters)     1087.03  (feet) COMP
 DM5253  MODELED GRAVITY -    980,526.6   (mgal)                       NAVD 88
 DM5253
 DM5253  VERT ORDER      -  SECOND    CLASS I
 DM5253
 DM5253.The horizontal coordinates were established by autonomous hand held GPS
 DM5253.observations and have an estimated accuracy of +/- 10 meters.
 DM5253.
 DM5253.The orthometric height was determined by differential leveling and
 DM5253.adjusted in November 2011.
 DM5253
 DM5253.No vertical observational check was made to the station.
 DM5253
 DM5253.Photographs are available for this station.
 DM5253
 DM5253.The dynamic height is computed by dividing the NAVD 88
 DM5253.geopotential number by the normal gravity value computed on the
 DM5253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5253.degrees latitude (g = 980.6199 gals.).
 DM5253
 DM5253.The modeled gravity was interpolated from observed gravity values.
 DM5253
 DM5253;                    North         East    Units  Estimated Accuracy
 DM5253;SPC MN S     -   315,733.      752,277.      MT  (+/- 10 meters HH2 GPS)
 DM5253
 DM5253                          SUPERSEDED SURVEY CONTROL
 DM5253
 DM5253.No superseded survey control is available for this station.
 DM5253
 DM5253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7339577534(NAD 83)
 DM5253
 DM5253_MARKER: DV = VERTICAL CONTROL DISK
 DM5253_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5253_SP_SET: BRIDGE ABUTMENT
 DM5253_STAMPING: 4703 AH 1 2006
 DM5253_MARK LOGO: MNDT  
 DM5253_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5253+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DM5253
 DM5253  HISTORY     - Date     Condition        Report By
 DM5253  HISTORY     - 2000     MONUMENTED       MNDT
 DM5253
 DM5253                          STATION DESCRIPTION
 DM5253
 DM5253'DESCRIBED BY MN DEPT OF TRANSP 2000 (MPP)
 DM5253'THE MARK IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHEAST OF ROSENDALE, 4.5
 DM5253'MI (7.2 KM) EAST OF COSMOS AND 4.0 MI (6.4 KM) WEST OF CEDAR MILLS
 DM5253'MINNESOTA.
 DM5253' 
 DM5253'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 1 AND TRUNK HIGHWAY
 DM5253'7 IN CORVUSO, GO 0.3 MI (0.5 KM) NORTH ALONG COUNTY ROAD 1 TO THE
 DM5253'BRIDGE NUMBERED 47533 OVER THE SOUTH FORK OF THE CROW RIVER AND MARK
 DM5253'ON THE RIGHT.
 DM5253' 
 DM5253'THE MARK IS FOUND 16 FT (4.9 M) (4.9 M) EAST OF COUNTY ROAD 1.
 DM5253' 
 DM5253'NOTE-DISK WAS SET IN THE BRIDGE WHEN IT WAS BUILT IN 2000 THEN STAMPED
 DM5253'WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1469 ***********************************************************************
 PQ1469  DESIGNATION -  4703 AJ
 PQ1469  PID         -  PQ1469
 PQ1469  STATE/COUNTY-  MN/MEEKER
 PQ1469  COUNTRY     -  US
 PQ1469  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1469
 PQ1469                         *CURRENT SURVEY CONTROL
 PQ1469  ______________________________________________________________________
 PQ1469* NAD 83(1986) POSITION- 44 56 21.6    (N) 094 35 02.0    (W)   HD_HELD2  
 PQ1469* NAVD 88 ORTHO HEIGHT -   329.201  (meters)    1080.05  (feet) ADJUSTED  
 PQ1469  ______________________________________________________________________
 PQ1469  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 PQ1469  DYNAMIC HEIGHT  -        329.174 (meters)     1079.96  (feet) COMP
 PQ1469  MODELED GRAVITY -    980,526.7   (mgal)                       NAVD 88
 PQ1469
 PQ1469  VERT ORDER      -  SECOND    CLASS I
 PQ1469
 PQ1469.The horizontal coordinates were established by autonomous hand held GPS
 PQ1469.observations and have an estimated accuracy of +/- 10 meters.
 PQ1469.
 PQ1469.The orthometric height was determined by differential leveling and
 PQ1469.adjusted in June 1995.
 PQ1469
 PQ1469.Photographs are available for this station.
 PQ1469
 PQ1469.The dynamic height is computed by dividing the NAVD 88
 PQ1469.geopotential number by the normal gravity value computed on the
 PQ1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1469.degrees latitude (g = 980.6199 gals.).
 PQ1469
 PQ1469.The modeled gravity was interpolated from observed gravity values.
 PQ1469
 PQ1469;                    North         East    Units  Estimated Accuracy
 PQ1469;SPC MN S     -   315,650.      753,916.      MT  (+/- 10 meters HH2 GPS)
 PQ1469
 PQ1469                          SUPERSEDED SURVEY CONTROL
 PQ1469
 PQ1469.No superseded survey control is available for this station.
 PQ1469
 PQ1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7503377431(NAD 83)
 PQ1469
 PQ1469_MARKER: DV = VERTICAL CONTROL DISK
 PQ1469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PQ1469_SP_SET: COPPER-CLAD STEEL ROD
 PQ1469_STAMPING: 4703 AJ 1978
 PQ1469_MARK LOGO: MNDT  
 PQ1469_MAGNETIC: I = MARKER IS A STEEL ROD
 PQ1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1469
 PQ1469  HISTORY     - Date     Condition        Report By
 PQ1469  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1469
 PQ1469                          STATION DESCRIPTION
 PQ1469
 PQ1469'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1469'THE MARK IS LOCATED 1.1 MILES (1.8 KM) EAST-NORTHEAST ALONG THE STATE
 PQ1469'RECREATION TRAIL CALLED LUCE LINE (FORMERLY THE CHICAGO AND
 PQ1469'NORTHWESTERN RAILROAD) FROM ITS JUNCTION WITH COUNTY ROAD 1 AT
 PQ1469'CORVUSO, IN THE SW 1/4 OF SECTION 16, T117N, R31W, NEAR TRUNK HIGHWAY
 PQ1469'7 MILEPOINT 130.  THE MARK IS 174 FEET (53.0 M) SOUTH OF THE
 PQ1469'CENTERLINE OF TRUNK HIGHWAY 7, 52 FEET (15.8 M) EAST OF THE CENTER OF
 PQ1469'A TOWNSHIP ROAD, 17 FEET (5.2 M) NORTH OF THE CENTER OF A FIELD
 PQ1469'ENTRANCE, 49 FEET (14.9 M) SOUTH OF THE CENTER OF THE LUCE TRAIL, AND
 PQ1469'1.0 FOOT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1469'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4703 AJ 1978---, IS
 PQ1469'CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 36-FOOT LONG
 PQ1469'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT LEVEL WITH
 PQ1469'THE LUCE TRAIL AND PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5254 ***********************************************************************
 DM5254  DESIGNATION -  4703 AK 1
 DM5254  PID         -  DM5254
 DM5254  STATE/COUNTY-  MN/MEEKER
 DM5254  COUNTRY     -  US
 DM5254  USGS QUAD   -  CEDAR MILLS (1967)
 DM5254
 DM5254                         *CURRENT SURVEY CONTROL
 DM5254  ______________________________________________________________________
 DM5254* NAD 83(1986) POSITION- 44 56 29.5    (N) 094 34 08.0    (W)   HD_HELD2  
 DM5254* NAVD 88 ORTHO HEIGHT -   327.874  (meters)    1075.70  (feet) ADJUSTED  
 DM5254  ______________________________________________________________________
 DM5254  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DM5254  DYNAMIC HEIGHT  -        327.848 (meters)     1075.61  (feet) COMP
 DM5254  MODELED GRAVITY -    980,527.3   (mgal)                       NAVD 88
 DM5254
 DM5254  VERT ORDER      -  SECOND    CLASS I
 DM5254
 DM5254.The horizontal coordinates were established by autonomous hand held GPS
 DM5254.observations and have an estimated accuracy of +/- 10 meters.
 DM5254.
 DM5254.The orthometric height was determined by differential leveling and
 DM5254.adjusted in November 2011.
 DM5254
 DM5254.Photographs are available for this station.
 DM5254
 DM5254.The dynamic height is computed by dividing the NAVD 88
 DM5254.geopotential number by the normal gravity value computed on the
 DM5254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5254.degrees latitude (g = 980.6199 gals.).
 DM5254
 DM5254.The modeled gravity was interpolated from observed gravity values.
 DM5254
 DM5254;                    North         East    Units  Estimated Accuracy
 DM5254;SPC MN S     -   315,885.      755,102.      MT  (+/- 10 meters HH2 GPS)
 DM5254
 DM5254                          SUPERSEDED SURVEY CONTROL
 DM5254
 DM5254.No superseded survey control is available for this station.
 DM5254
 DM5254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7622177652(NAD 83)
 DM5254
 DM5254_MARKER: DV = VERTICAL CONTROL DISK
 DM5254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5254_SP_SET: BOX CULVERT HEADWALL
 DM5254_STAMPING: 4703 AK 1 2006
 DM5254_MARK LOGO: MNDT  
 DM5254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5254+STABILITY: SURFACE MOTION
 DM5254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5254+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DM5254
 DM5254  HISTORY     - Date     Condition        Report By
 DM5254  HISTORY     - 1990     MONUMENTED       MNDT
 DM5254
 DM5254                          STATION DESCRIPTION
 DM5254
 DM5254'DESCRIBED BY MN DEPT OF TRANSP 1990 (MPP)
 DM5254'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF ROSENDALE, 6.3
 DM5254'MI (10.1 KM) EAST OF COSMOS AND 2.3 MI (3.7 KM) WEST OF CEDAR MILLS
 DM5254'MINNESOTA.
 DM5254' 
 DM5254'FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 26 IN CEDAR
 DM5254'MILLS, GO 2.3 MI (3.7 KM) WEST ALONG TRUNK HIGHWAY 7 TO MILE POINT
 DM5254'130.70 AND A HEADWALL OF A BOX CULVERT TO THE MARK ON THE LEFT.
 DM5254' 
 DM5254'THE MARK IS FOUND 35 FT (10.7 M) SOUTH OF TRUNK HIGHWAY 7 IN THE
 DM5254'HEADWALL OF THE BOX CULVERT FOR COUNTY DITCH NUMBER 18.
 DM5254' 
 DM5254'NOTE-THE DISK WAS SET IN THE HEADWALL WHEN BUILT IN 1990 AND THEN
 DM5254'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1465 ***********************************************************************
 PQ1465  DESIGNATION -  4703 AL
 PQ1465  PID         -  PQ1465
 PQ1465  STATE/COUNTY-  MN/MEEKER
 PQ1465  COUNTRY     -  US
 PQ1465  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1465
 PQ1465                         *CURRENT SURVEY CONTROL
 PQ1465  ______________________________________________________________________
 PQ1465* NAD 83(1986) POSITION- 44 56 37.4    (N) 094 31 42.0    (W)   HD_HELD2  
 PQ1465* NAVD 88 ORTHO HEIGHT -   327.381  (meters)    1074.08  (feet) ADJUSTED  
 PQ1465  ______________________________________________________________________
 PQ1465  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 PQ1465  DYNAMIC HEIGHT  -        327.355 (meters)     1074.00  (feet) COMP
 PQ1465  MODELED GRAVITY -    980,528.9   (mgal)                       NAVD 88
 PQ1465
 PQ1465  VERT ORDER      -  SECOND    CLASS I
 PQ1465
 PQ1465.The horizontal coordinates were established by autonomous hand held GPS
 PQ1465.observations and have an estimated accuracy of +/- 10 meters.
 PQ1465.
 PQ1465.The orthometric height was determined by differential leveling and
 PQ1465.adjusted in June 1995.
 PQ1465
 PQ1465.The dynamic height is computed by dividing the NAVD 88
 PQ1465.geopotential number by the normal gravity value computed on the
 PQ1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1465.degrees latitude (g = 980.6199 gals.).
 PQ1465
 PQ1465.The modeled gravity was interpolated from observed gravity values.
 PQ1465
 PQ1465;                    North         East    Units  Estimated Accuracy
 PQ1465;SPC MN S     -   316,108.      758,304.      MT  (+/- 10 meters HH2 GPS)
 PQ1465
 PQ1465                          SUPERSEDED SURVEY CONTROL
 PQ1465
 PQ1465.No superseded survey control is available for this station.
 PQ1465
 PQ1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7942677834(NAD 83)
 PQ1465
 PQ1465_MARKER: DB = BENCH MARK DISK
 PQ1465_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PQ1465_SP_SET: BRIDGE HEADWALL
 PQ1465_STAMPING: 4703 AL 1978
 PQ1465_MARK LOGO: MNDT  
 PQ1465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1465
 PQ1465  HISTORY     - Date     Condition        Report By
 PQ1465  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1465  HISTORY     - 20060127 MARK NOT FOUND   MNDT
 PQ1465
 PQ1465                          STATION DESCRIPTION
 PQ1465
 PQ1465'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1465'THE MARK IS LOCATED 0.3 MILE (0.5 KM) WEST ALONG TRUNK HIGHWAY 7 FROM
 PQ1465'ITS JUNCTION WITH COUNTY ROAD 26 AT CEDAR MILLS, IN THE NE 1/4 OF
 PQ1465'SECTION 14, T117N, R31W, NEAR TRUNK HIGHWAY 7 MILEPOINT 132.7.  THE
 PQ1465'MARK IS IN THE TOP OF THE HEADWALL IN THE SOUTHEAST CORNER OF THE
 PQ1465'TRUNK HIGHWAY 7 BRIDGE OVER THE SOUTH FORK CROW RIVER, 19.7 FEET (6.0
 PQ1465'M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7.  THE MARK, A STANDARD
 PQ1465'MNDT BENCH MARK DISK STAMPED---4703 AL 1978---, IS SET IN A DRILL
 PQ1465'HOLE IN THE TOP OF THE HEADWALL THAT IS ABOUT LEVEL WITH TRUNK
 PQ1465'HIGHWAY 7.
 PQ1465
 PQ1465                          STATION RECOVERY (2006)
 PQ1465
 PQ1465'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1465'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5255 ***********************************************************************
 DM5255  DESIGNATION -  4703 AL 1
 DM5255  PID         -  DM5255
 DM5255  STATE/COUNTY-  MN/MEEKER
 DM5255  COUNTRY     -  US
 DM5255  USGS QUAD   -  CEDAR MILLS (1967)
 DM5255
 DM5255                         *CURRENT SURVEY CONTROL
 DM5255  ______________________________________________________________________
 DM5255* NAD 83(1986) POSITION- 44 56 37.3    (N) 094 31 42.0    (W)   HD_HELD2  
 DM5255* NAVD 88 ORTHO HEIGHT -   328.460  (meters)    1077.62  (feet) ADJUSTED  
 DM5255  ______________________________________________________________________
 DM5255  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DM5255  DYNAMIC HEIGHT  -        328.434 (meters)     1077.54  (feet) COMP
 DM5255  MODELED GRAVITY -    980,528.8   (mgal)                       NAVD 88
 DM5255
 DM5255  VERT ORDER      -  SECOND    CLASS I
 DM5255
 DM5255.The horizontal coordinates were established by autonomous hand held GPS
 DM5255.observations and have an estimated accuracy of +/- 10 meters.
 DM5255.
 DM5255.The orthometric height was determined by differential leveling and
 DM5255.adjusted in November 2011.
 DM5255
 DM5255.Photographs are available for this station.
 DM5255
 DM5255.The dynamic height is computed by dividing the NAVD 88
 DM5255.geopotential number by the normal gravity value computed on the
 DM5255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5255.degrees latitude (g = 980.6199 gals.).
 DM5255
 DM5255.The modeled gravity was interpolated from observed gravity values.
 DM5255
 DM5255;                    North         East    Units  Estimated Accuracy
 DM5255;SPC MN S     -   316,104.      758,304.      MT  (+/- 10 meters HH2 GPS)
 DM5255
 DM5255                          SUPERSEDED SURVEY CONTROL
 DM5255
 DM5255.No superseded survey control is available for this station.
 DM5255
 DM5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7942577831(NAD 83)
 DM5255
 DM5255_MARKER: DV = VERTICAL CONTROL DISK
 DM5255_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM5255_SP_SET: BRIDGE ABUTMENT
 DM5255_STAMPING: 4703 AL 1 2006
 DM5255_MARK LOGO: MNDT  
 DM5255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5255+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2005
 DM5255
 DM5255  HISTORY     - Date     Condition        Report By
 DM5255  HISTORY     - 1990     MONUMENTED       MNDT
 DM5255  HISTORY     - 20051208 GOOD             MNDT
 DM5255
 DM5255                          STATION DESCRIPTION
 DM5255
 DM5255'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DM5255'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-NORTHWEST OF
 DM5255'HUTCHINSON, 8.3 MI (13.4 KM) EAST OF COSMOS AND IN THE TOWN OF CEDAR
 DM5255'MILLS MINNESOTA.
 DM5255' 
 DM5255'TO REACH FROM THE INTERSECTION OF THE JUNCTION OF TRUNK HIGHWAY 7 AND
 DM5255'COUNTY ROAD 26 IN CEDAR MILLS, GO 0.3 MI (0.5 KM) WEST ALONG TRUNK
 DM5255'HIGHWAY 7 TO BRIDGE NUMBER 47004 OVER CROW RIVER AT TRUNK HIGHWAY
 DM5255'132.7 AND MARK ON THE LEFT.
 DM5255' 
 DM5255'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT, 19.7
 DM5255'FT (6.0 M) SOUTH OF TRUNK HIGHWAY 7.
 DM5255' 
 DM5255'NOTE-DISK WAS SET INTO THE BRIDGE WHEN BUILT IN 1990 THEN STAMPED WHEN
 DM5255'SURVEYED IN 2005.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1462 ***********************************************************************
 PQ1462  DESIGNATION -  4703 AM
 PQ1462  PID         -  PQ1462
 PQ1462  STATE/COUNTY-  MN/MEEKER
 PQ1462  COUNTRY     -  US
 PQ1462  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1462
 PQ1462                         *CURRENT SURVEY CONTROL
 PQ1462  ______________________________________________________________________
 PQ1462* NAD 83(1986) POSITION- 44 56 15.7    (N) 094 31 21.2    (W)   HD_HELD2  
 PQ1462* NAVD 88 ORTHO HEIGHT -   326.901  (meters)    1072.51  (feet) ADJUSTED  
 PQ1462  ______________________________________________________________________
 PQ1462  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 PQ1462  DYNAMIC HEIGHT  -        326.875 (meters)     1072.42  (feet) COMP
 PQ1462  MODELED GRAVITY -    980,528.0   (mgal)                       NAVD 88
 PQ1462
 PQ1462  VERT ORDER      -  SECOND    CLASS I
 PQ1462
 PQ1462.The horizontal coordinates were established by autonomous hand held GPS
 PQ1462.observations and have an estimated accuracy of +/- 10 meters.
 PQ1462.
 PQ1462.The orthometric height was determined by differential leveling and
 PQ1462.adjusted in June 1995.
 PQ1462
 PQ1462.Photographs are available for this station.
 PQ1462
 PQ1462.The dynamic height is computed by dividing the NAVD 88
 PQ1462.geopotential number by the normal gravity value computed on the
 PQ1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1462.degrees latitude (g = 980.6199 gals.).
 PQ1462
 PQ1462.The modeled gravity was interpolated from observed gravity values.
 PQ1462
 PQ1462;                    North         East    Units  Estimated Accuracy
 PQ1462;SPC MN S     -   315,435.      758,756.      MT  (+/- 10 meters HH2 GPS)
 PQ1462
 PQ1462                          SUPERSEDED SURVEY CONTROL
 PQ1462
 PQ1462.No superseded survey control is available for this station.
 PQ1462
 PQ1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7986977156(NAD 83)
 PQ1462
 PQ1462_MARKER: DB = BENCH MARK DISK
 PQ1462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 PQ1462_SP_SET: BRIDGE CURB
 PQ1462_STAMPING: 4703 AM 1978
 PQ1462_MARK LOGO: MNDT  
 PQ1462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1462
 PQ1462  HISTORY     - Date     Condition        Report By
 PQ1462  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1462
 PQ1462                          STATION DESCRIPTION
 PQ1462
 PQ1462'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1462'THE MARK IS LOCATED 0.4 MILE (0.6 KM) SOUTH ALONG COUNTY ROAD 26 FROM
 PQ1462'ITS JUNCTION WITH TRUNK HIGHWAY 7 AT CEDAR MILLS, IN THE SW 1/4 OF
 PQ1462'SECTION 13, T117N, R31W.  THE MARK IS IN THE TOP OF THE CURB IN THE
 PQ1462'SOUTHEAST CORNER OF THE COUNTY ROAD 26 BRIDGE NUMBER 47504 OVER THE
 PQ1462'SOUTH FORK CROW RIVER, 15.5 FEET (4.7 M) EAST OF THE CENTERLINE OF
 PQ1462'COUNTY ROAD 26.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1462'STAMPED---4703 AM 1978---, IS SET IN A DRILL HOLE IN THE BRIDGE CURB
 PQ1462'THAT IS ABOUT 1 FOOT (0.3 M) ABOVE THE LEVEL OF COUNTY ROAD 26.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5256 ***********************************************************************
 DM5256  DESIGNATION -  4703 AN 1
 DM5256  PID         -  DM5256
 DM5256  STATE/COUNTY-  MN/MEEKER
 DM5256  COUNTRY     -  US
 DM5256  USGS QUAD   -  CEDAR MILLS (1967)
 DM5256
 DM5256                         *CURRENT SURVEY CONTROL
 DM5256  ______________________________________________________________________
 DM5256* NAD 83(1986) POSITION- 44 56 36.1    (N) 094 30 39.1    (W)   HD_HELD2  
 DM5256* NAVD 88 ORTHO HEIGHT -   326.086  (meters)    1069.83  (feet) ADJUSTED  
 DM5256  ______________________________________________________________________
 DM5256  GEOID HEIGHT    -        -27.03  (meters)                     GEOID09
 DM5256  DYNAMIC HEIGHT  -        326.060 (meters)     1069.75  (feet) COMP
 DM5256  MODELED GRAVITY -    980,529.2   (mgal)                       NAVD 88
 DM5256
 DM5256  VERT ORDER      -  SECOND    CLASS I
 DM5256
 DM5256.The horizontal coordinates were established by autonomous hand held GPS
 DM5256.observations and have an estimated accuracy of +/- 10 meters.
 DM5256.
 DM5256.The orthometric height was determined by differential leveling and
 DM5256.adjusted in November 2011.
 DM5256
 DM5256.Photographs are available for this station.
 DM5256
 DM5256.The dynamic height is computed by dividing the NAVD 88
 DM5256.geopotential number by the normal gravity value computed on the
 DM5256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5256.degrees latitude (g = 980.6199 gals.).
 DM5256
 DM5256.The modeled gravity was interpolated from observed gravity values.
 DM5256
 DM5256;                    North         East    Units  Estimated Accuracy
 DM5256;SPC MN S     -   316,059.      759,683.      MT  (+/- 10 meters HH2 GPS)
 DM5256
 DM5256                          SUPERSEDED SURVEY CONTROL
 DM5256
 DM5256.No superseded survey control is available for this station.
 DM5256
 DM5256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8080377768(NAD 83)
 DM5256
 DM5256_MARKER: DV = VERTICAL CONTROL DISK
 DM5256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5256_SP_SET: BOX CULVERT HEADWALL
 DM5256_STAMPING: 4703 AN 1 2006
 DM5256_MARK LOGO: MNDT  
 DM5256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5256+STABILITY: SURFACE MOTION
 DM5256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5256+SATELLITE: SATELLITE OBSERVATIONS - 1977
 DM5256
 DM5256  HISTORY     - Date     Condition        Report By
 DM5256  HISTORY     - 1977     MONUMENTED       MNDT
 DM5256
 DM5256                          STATION DESCRIPTION
 DM5256
 DM5256'DESCRIBED BY MN DEPT OF TRANSP 1977 (DAS)
 DM5256'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) EAST OF COSMOS, 7.9 MI
 DM5256'(12.7 KM) WEST-NORTHWEST OF HUTCHINSON AND IN THE TOWN OF CEDAR MILLS
 DM5256'MINNESOTA.
 DM5256' 
 DM5256'TO REACH FROM THE INTERSECTION OF FROM THE JUNCTION OF TRUNK HIGHWAY 7
 DM5256'AND COUNTY ROAD 26 IN CEDAR MILLS, GO 0.6 MI (1.0 KM) EAST ALONG TRUNK
 DM5256'HIGHWAY 7 TO MILE POINT 133.60 AND A BOX CULVERT.
 DM5256' 
 DM5256'THE MARK IS IN THE SOUTHEAST CORNER OF THE BOX CULVERT, 50 FT (15.2 M)
 DM5256'SOUTH OF TRUNK HIGHWAY 7.
 DM5256' 
 DM5256'NOTE-DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1977 THEN STAMPED WHEN
 DM5256'SURVEY IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1468 ***********************************************************************
 PQ1468  DESIGNATION -  4703 AP
 PQ1468  PID         -  PQ1468
 PQ1468  STATE/COUNTY-  MN/MEEKER
 PQ1468  COUNTRY     -  US
 PQ1468  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1468
 PQ1468                         *CURRENT SURVEY CONTROL
 PQ1468  ______________________________________________________________________
 PQ1468* NAD 83(1986) POSITION- 44 56 10.4    (N) 094 36 16.4    (W)   HD_HELD2  
 PQ1468* NAVD 88 ORTHO HEIGHT -   334.350  (meters)    1096.95  (feet) ADJUSTED  
 PQ1468  ______________________________________________________________________
 PQ1468  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 PQ1468  DYNAMIC HEIGHT  -        334.323 (meters)     1096.86  (feet) COMP
 PQ1468  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 PQ1468
 PQ1468  VERT ORDER      -  SECOND    CLASS I
 PQ1468
 PQ1468.The horizontal coordinates were established by autonomous hand held GPS
 PQ1468.observations and have an estimated accuracy of +/- 10 meters.
 PQ1468.
 PQ1468.The orthometric height was determined by differential leveling and
 PQ1468.adjusted in June 1995.
 PQ1468
 PQ1468.Photographs are available for this station.
 PQ1468
 PQ1468.The dynamic height is computed by dividing the NAVD 88
 PQ1468.geopotential number by the normal gravity value computed on the
 PQ1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1468.degrees latitude (g = 980.6199 gals.).
 PQ1468
 PQ1468.The modeled gravity was interpolated from observed gravity values.
 PQ1468
 PQ1468;                    North         East    Units  Estimated Accuracy
 PQ1468;SPC MN S     -   315,316.      752,283.      MT  (+/- 10 meters HH2 GPS)
 PQ1468
 PQ1468                          SUPERSEDED SURVEY CONTROL
 PQ1468
 PQ1468.No superseded survey control is available for this station.
 PQ1468
 PQ1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7339677117(NAD 83)
 PQ1468
 PQ1468_MARKER: DB = BENCH MARK DISK
 PQ1468_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1468_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1468_STAMPING: 4703 AP 1978
 PQ1468_MARK LOGO: MNHD  
 PQ1468_PROJECTION: PROJECTING 30 CENTIMETERS
 PQ1468_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PQ1468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1468+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 PQ1468
 PQ1468  HISTORY     - Date     Condition        Report By
 PQ1468  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1468  HISTORY     - 20060109 GOOD             MNDT
 PQ1468
 PQ1468                          STATION DESCRIPTION
 PQ1468
 PQ1468'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1468'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF
 PQ1468'TRUNK HIGHWAY 7 WITH COUNTY ROAD 1 AT CORVUSO, IN THE SW 1/4 OF
 PQ1468'SECTION 17, T117N, R31W.  THE MARK IS 74.5 FEET (22.7 M) NORTH OF THE
 PQ1468'CENTERLINE OF TRUNK HIGHWAY 7, 53 FEET (16.2 M) EAST OF THE
 PQ1468'CENTERLINE OF COUNTY ROAD 1, 6.6 FEET (2.0 M) NORTH-NORTHWEST OF A
 PQ1468'POWER POLE, 41.2 FEET (12.6 M) NORTHEAST OF THE EAST END OF A METAL
 PQ1468'CULVERT UNDER COUNTY ROAD 1, AND 0.9 FOOT (27.4 CM) SOUTH OF A STEEL
 PQ1468'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1468'STAMPED---4703 AP 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 PQ1468'CONCRETE POST THAT IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK
 PQ1468'HIGHWAY 7 AND PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.
 PQ1468
 PQ1468                          STATION RECOVERY (2006)
 PQ1468
 PQ1468'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1468'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHEAST OF
 PQ1468'CHURCHILL, 4.5 MI (7.2 KM) EAST OF COSMOS AND 4.1 MI (6.6 KM) WEST OF
 PQ1468'CEDAR MILLS MINNESOTA.
 PQ1468' 
 PQ1468'THE MARK IS FOUND IN NORTHEAST QUADRANT OF THE JUNCTION OF TRUNK
 PQ1468'HIGHWAY 7 AND COUNTY ROAD 1, AT TRUNK HIGHWAY 7 MILE POINT 128.90.
 PQ1468' 
 PQ1468'IT IS 74.5 FT (22.7 M) NORTH OF TRUNK HIGHWAY 7, 53 FT (16.2 M) EAST
 PQ1468'OF COUNTY ROAD 1, 41.2 FT (12.6 M) NORTHEAST OF EAST END OF METAL
 PQ1468'CULVERT, 6.6 FT (2.0 M) NORTH-NORTHWEST OF POWER POLE AND 0.9 FT (27
 PQ1468'CM) (27.4 CM) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5252 ***********************************************************************
 DM5252  DESIGNATION -  4703 AQ
 DM5252  PID         -  DM5252
 DM5252  STATE/COUNTY-  MN/MEEKER
 DM5252  COUNTRY     -  US
 DM5252  USGS QUAD   -  COSMOS (1967)
 DM5252
 DM5252                         *CURRENT SURVEY CONTROL
 DM5252  ______________________________________________________________________
 DM5252* NAD 83(1986) POSITION- 44 56 08.1    (N) 094 38 10.4    (W)   HD_HELD2  
 DM5252* NAVD 88 ORTHO HEIGHT -   337.630  (meters)    1107.71  (feet) ADJUSTED  
 DM5252  ______________________________________________________________________
 DM5252  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM5252  DYNAMIC HEIGHT  -        337.603 (meters)     1107.62  (feet) COMP
 DM5252  MODELED GRAVITY -    980,526.3   (mgal)                       NAVD 88
 DM5252
 DM5252  VERT ORDER      -  SECOND    CLASS I
 DM5252
 DM5252.The horizontal coordinates were established by autonomous hand held GPS
 DM5252.observations and have an estimated accuracy of +/- 10 meters.
 DM5252.
 DM5252.The orthometric height was determined by differential leveling and
 DM5252.adjusted in November 2011.
 DM5252
 DM5252.Photographs are available for this station.
 DM5252
 DM5252.The dynamic height is computed by dividing the NAVD 88
 DM5252.geopotential number by the normal gravity value computed on the
 DM5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5252.degrees latitude (g = 980.6199 gals.).
 DM5252
 DM5252.The modeled gravity was interpolated from observed gravity values.
 DM5252
 DM5252;                    North         East    Units  Estimated Accuracy
 DM5252;SPC MN S     -   315,264.      749,783.      MT  (+/- 10 meters HH2 GPS)
 DM5252
 DM5252                          SUPERSEDED SURVEY CONTROL
 DM5252
 DM5252.No superseded survey control is available for this station.
 DM5252
 DM5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7089677096(NAD 83)
 DM5252
 DM5252_MARKER: DV = VERTICAL CONTROL DISK
 DM5252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5252_SP_SET: BOX CULVERT HEADWALL
 DM5252_STAMPING: 4703 AQ 2006
 DM5252_MARK LOGO: MNDT  
 DM5252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5252+STABILITY: SURFACE MOTION
 DM5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5252+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DM5252
 DM5252  HISTORY     - Date     Condition        Report By
 DM5252  HISTORY     - 1990     MONUMENTED       MNDT
 DM5252
 DM5252                          STATION DESCRIPTION
 DM5252
 DM5252'DESCRIBED BY MN DEPT OF TRANSP 1990 (MPP)
 DM5252'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF
 DM5252'ROSENDALE, 5.6 MI (9.0 KM) WEST OF CEDAR MILLS AND 3.0 MI (4.8 KM)
 DM5252'EAST OF COSMOS.
 DM5252' 
 DM5252'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD
 DM5252'1 IN CORVUSO, GO 1.55 MI (2.5 KM) WEST ALONG TRUNK HIGHWAY 7 TO MILE
 DM5252'POINT 127.35 AND MARK ON THE RIGHT.
 DM5252' 
 DM5252'THE MARK IS FOUND 41.6 FT (12.7 M) NORTH OF TRUNK HIGHWAY 7, 0.90 FT
 DM5252'(27 CM) WEST OF A STEEL POST.
 DM5252' 
 DM5252'NOTE-THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1990, THEN STAMPED
 DM5252'WHEN SURVEYED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0667 ***********************************************************************
 DI0667  DESIGNATION -  4703 B
 DI0667  PID         -  DI0667
 DI0667  STATE/COUNTY-  MN/MEEKER
 DI0667  COUNTRY     -  US
 DI0667  USGS QUAD   -  CEDAR MILLS (1967)
 DI0667
 DI0667                         *CURRENT SURVEY CONTROL
 DI0667  ______________________________________________________________________
 DI0667* NAD 83(2007) POSITION- 44 56 09.31057(N) 094 37 09.70768(W)   ADJUSTED  
 DI0667* NAD 83(2007) ELLIP HT-   312.014 (meters)        (08/23/10)   ADJUSTED
 DI0667* NAD 83(2007) EPOCH   -  2002.00
 DI0667* NAVD 88 ORTHO HEIGHT -   338.999  (meters)    1112.20  (feet) ADJUSTED  
 DI0667  ______________________________________________________________________
 DI0667  NAD 83(2007) X  -   -364,250.824 (meters)                     COMP
 DI0667  NAD 83(2007) Y  - -4,508,153.002 (meters)                     COMP
 DI0667  NAD 83(2007) Z  -  4,482,530.435 (meters)                     COMP
 DI0667  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC09
 DI0667  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 DI0667  DYNAMIC HEIGHT  -        338.972 (meters)     1112.11  (feet) COMP
 DI0667  MODELED GRAVITY -    980,526.0   (mgal)                       NAVD 88
 DI0667
 DI0667  HORZ ORDER      -  FIRST
 DI0667  VERT ORDER      -  SECOND    CLASS I
 DI0667  ELLP ORDER      -  THIRD     CLASS I
 DI0667
 DI0667.The horizontal coordinates were established by GPS observations
 DI0667.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0667
 DI0667.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0667.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0667
 DI0667.The horizontal coordinates are valid at the epoch date displayed above
 DI0667.which is a decimal equivalence of Year/Month/Day.
 DI0667
 DI0667.The orthometric height was determined by differential leveling and
 DI0667.adjusted in November 2011.
 DI0667
 DI0667.Photographs are available for this station.
 DI0667
 DI0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0667
 DI0667.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0667
 DI0667.The ellipsoidal height was determined by GPS observations
 DI0667.and is referenced to NAD 83.
 DI0667
 DI0667.The dynamic height is computed by dividing the NAVD 88
 DI0667.geopotential number by the normal gravity value computed on the
 DI0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0667.degrees latitude (g = 980.6199 gals.).
 DI0667
 DI0667.The modeled gravity was interpolated from observed gravity values.
 DI0667
 DI0667. The following values were computed from the NAD 83(2007) position.
 DI0667
 DI0667;                    North         East     Units Scale Factor Converg.
 DI0667;SPC MN S     -   315,290.972   751,113.640   MT  0.99995076   -0 26 02.9
 DI0667;SPC MN S     - 1,034,417.13  2,464,278.67   sFT  0.99995076   -0 26 02.9
 DI0667;UTM  15      - 4,977,107.440   372,227.157   MT  0.99980075   -1 08 38.2
 DI0667
 DI0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0667!SPC MN S     -   0.99995108  x   0.99995076  =   0.99990184
 DI0667!UTM  15      -   0.99995108  x   0.99980075  =   0.99975184
 DI0667
 DI0667                          SUPERSEDED SURVEY CONTROL
 DI0667
 DI0667  NAD 83(1996)-  44 56 09.31002(N)    094 37 09.70722(W) AD(       ) 1
 DI0667  ELLIP H (06/12/06)  312.046  (m)                       GP(       ) 4 1
 DI0667  NAVD 88 (06/12/06)  339.00   (m)         1112.2    (f) LEVELING    3  
 DI0667
 DI0667.Superseded values are not recommended for survey control.
 DI0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0667.See file dsdata.txt to determine how the superseded data were derived.
 DI0667
 DI0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7222777107(NAD 83)
 DI0667
 DI0667_MARKER: DD = SURVEY DISK
 DI0667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0667_STAMPING: 4703 B 2006
 DI0667_MARK LOGO: MNDT  
 DI0667_PROJECTION: RECESSED 8 CENTIMETERS
 DI0667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0667+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0667_ROD/PIPE-DEPTH:  6.1 meters
 DI0667
 DI0667  HISTORY     - Date     Condition        Report By
 DI0667  HISTORY     - 2006     MONUMENTED       MNDT
 DI0667
 DI0667                          STATION DESCRIPTION
 DI0667
 DI0667'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0667'1.0 MILES WEST OF CORVUSO, 0.7 MILES WEST ALONG TRUNK HIGHWAY 7 FROM
 DI0667'JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 1 IN CORVUSO, AT TRUNK
 DI0667'HIGHWAY 7 MILEPOINT 128.20, 73.0 FEET NORTH OF TRUNK HIGHWAY 7, 46.0
 DI0667'FEET EAST OF FIELD ENTERANCE, 26.2 FEET WEST OF POWER POLE, 1.8 FEET
 DI0667'EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0668 ***********************************************************************
 DI0668  DESIGNATION -  4703 C
 DI0668  PID         -  DI0668
 DI0668  STATE/COUNTY-  MN/MEEKER
 DI0668  COUNTRY     -  US
 DI0668  USGS QUAD   -  CEDAR MILLS (1967)
 DI0668
 DI0668                         *CURRENT SURVEY CONTROL
 DI0668  ______________________________________________________________________
 DI0668* NAD 83(2007) POSITION- 44 56 37.06223(N) 094 32 46.91154(W)   ADJUSTED  
 DI0668* NAD 83(2007) ELLIP HT-   304.371 (meters)        (08/23/10)   ADJUSTED
 DI0668* NAD 83(2007) EPOCH   -  2002.00
 DI0668* NAVD 88 ORTHO HEIGHT -   331.376  (meters)    1087.19  (feet) ADJUSTED  
 DI0668  ______________________________________________________________________
 DI0668  NAD 83(2007) X  -   -358,458.422 (meters)                     COMP
 DI0668  NAD 83(2007) Y  - -4,508,004.777 (meters)                     COMP
 DI0668  NAD 83(2007) Z  -  4,483,131.468 (meters)                     COMP
 DI0668  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC09
 DI0668  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DI0668  DYNAMIC HEIGHT  -        331.350 (meters)     1087.10  (feet) COMP
 DI0668  MODELED GRAVITY -    980,528.3   (mgal)                       NAVD 88
 DI0668
 DI0668  HORZ ORDER      -  FIRST
 DI0668  VERT ORDER      -  SECOND    CLASS I
 DI0668  ELLP ORDER      -  THIRD     CLASS I
 DI0668
 DI0668.The horizontal coordinates were established by GPS observations
 DI0668.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0668
 DI0668.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0668.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0668
 DI0668.The horizontal coordinates are valid at the epoch date displayed above
 DI0668.which is a decimal equivalence of Year/Month/Day.
 DI0668
 DI0668.The orthometric height was determined by differential leveling and
 DI0668.adjusted in November 2011.
 DI0668
 DI0668.Photographs are available for this station.
 DI0668
 DI0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0668
 DI0668.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0668
 DI0668.The ellipsoidal height was determined by GPS observations
 DI0668.and is referenced to NAD 83.
 DI0668
 DI0668.The dynamic height is computed by dividing the NAVD 88
 DI0668.geopotential number by the normal gravity value computed on the
 DI0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0668.degrees latitude (g = 980.6199 gals.).
 DI0668
 DI0668.The modeled gravity was interpolated from observed gravity values.
 DI0668
 DI0668. The following values were computed from the NAD 83(2007) position.
 DI0668
 DI0668;                    North         East     Units Scale Factor Converg.
 DI0668;SPC MN S     -   316,106.510   756,881.082   MT  0.99995179   -0 22 58.7
 DI0668;SPC MN S     - 1,037,092.77  2,483,200.68   sFT  0.99995179   -0 22 58.7
 DI0668;UTM  15      - 4,977,851.362   378,003.336   MT  0.99978301   -1 05 33.0
 DI0668
 DI0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0668!SPC MN S     -   0.99995228  x   0.99995179  =   0.99990407
 DI0668!UTM  15      -   0.99995228  x   0.99978301  =   0.99973530
 DI0668
 DI0668                          SUPERSEDED SURVEY CONTROL
 DI0668
 DI0668  NAD 83(1996)-  44 56 37.06166(N)    094 32 46.91116(W) AD(       ) 1
 DI0668  ELLIP H (06/12/06)  304.398  (m)                       GP(       ) 4 1
 DI0668  NAVD 88 (06/12/06)  331.38   (m)         1087.2    (f) LEVELING    3  
 DI0668
 DI0668.Superseded values are not recommended for survey control.
 DI0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0668.See file dsdata.txt to determine how the superseded data were derived.
 DI0668
 DI0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7800377851(NAD 83)
 DI0668
 DI0668_MARKER: DD = SURVEY DISK
 DI0668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0668_STAMPING: 4703 C 2006
 DI0668_MARK LOGO: MNDT  
 DI0668_PROJECTION: FLUSH
 DI0668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0668+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0668_ROD/PIPE-DEPTH:  7.6 meters
 DI0668
 DI0668  HISTORY     - Date     Condition        Report By
 DI0668  HISTORY     - 2006     MONUMENTED       MNDT
 DI0668
 DI0668                          STATION DESCRIPTION
 DI0668
 DI0668'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0668'1.0 MILES WEST OF CEDAR MILLS, 1.15 MILES WEST ALONG TRUNK HIGHWAY 7
 DI0668'FROM JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 26 IN CEDAR MILLS, AT
 DI0668'TRUNK HIGHWAY 7 MILEPOINT 131.85, 74.5 FEET NORTH-NORTHWEST TRUNK
 DI0668'HIGHWAY 7, 19.9 FEET WEST-SOUTHWEST OF POWER POLE, 1.8 FEET EAST OF
 DI0668'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0669 ***********************************************************************
 DI0669  DESIGNATION -  4703 D
 DI0669  PID         -  DI0669
 DI0669  STATE/COUNTY-  MN/MEEKER
 DI0669  COUNTRY     -  US
 DI0669  USGS QUAD   -  CEDAR MILLS (1967)
 DI0669
 DI0669                         *CURRENT SURVEY CONTROL
 DI0669  ______________________________________________________________________
 DI0669* NAD 83(2007) POSITION- 44 56 38.72668(N) 094 31 22.08799(W)   ADJUSTED  
 DI0669* NAD 83(2007) ELLIP HT-   304.565 (meters)        (08/23/10)   ADJUSTED
 DI0669* NAD 83(2007) EPOCH   -  2002.00
 DI0669* NAVD 88 ORTHO HEIGHT -   331.586  (meters)    1087.88  (feet) ADJUSTED  
 DI0669  ______________________________________________________________________
 DI0669  NAD 83(2007) X  -   -356,601.686 (meters)                     COMP
 DI0669  NAD 83(2007) Y  - -4,508,115.758 (meters)                     COMP
 DI0669  NAD 83(2007) Z  -  4,483,167.974 (meters)                     COMP
 DI0669  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC09
 DI0669  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DI0669  DYNAMIC HEIGHT  -        331.560 (meters)     1087.79  (feet) COMP
 DI0669  MODELED GRAVITY -    980,529.0   (mgal)                       NAVD 88
 DI0669
 DI0669  HORZ ORDER      -  FIRST
 DI0669  VERT ORDER      -  SECOND    CLASS I
 DI0669  ELLP ORDER      -  THIRD     CLASS I
 DI0669
 DI0669.The horizontal coordinates were established by GPS observations
 DI0669.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DI0669
 DI0669.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0669.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0669
 DI0669.The horizontal coordinates are valid at the epoch date displayed above
 DI0669.which is a decimal equivalence of Year/Month/Day.
 DI0669
 DI0669.The orthometric height was determined by differential leveling and
 DI0669.adjusted in November 2011.
 DI0669
 DI0669.Photographs are available for this station.
 DI0669
 DI0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0669
 DI0669.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0669
 DI0669.The ellipsoidal height was determined by GPS observations
 DI0669.and is referenced to NAD 83.
 DI0669
 DI0669.The dynamic height is computed by dividing the NAVD 88
 DI0669.geopotential number by the normal gravity value computed on the
 DI0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0669.degrees latitude (g = 980.6199 gals.).
 DI0669
 DI0669.The modeled gravity was interpolated from observed gravity values.
 DI0669
 DI0669. The following values were computed from the NAD 83(2007) position.
 DI0669
 DI0669;                    North         East     Units Scale Factor Converg.
 DI0669;SPC MN S     -   316,145.726   758,740.899   MT  0.99995185   -0 21 59.2
 DI0669;SPC MN S     - 1,037,221.44  2,489,302.43   sFT  0.99995185   -0 21 59.2
 DI0669;UTM  15      - 4,977,867.544   379,863.177   MT  0.99977747   -1 04 33.1
 DI0669
 DI0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0669!SPC MN S     -   0.99995225  x   0.99995185  =   0.99990410
 DI0669!UTM  15      -   0.99995225  x   0.99977747  =   0.99972973
 DI0669
 DI0669                          SUPERSEDED SURVEY CONTROL
 DI0669
 DI0669  NAD 83(1996)-  44 56 38.72610(N)    094 31 22.08765(W) AD(       ) 1
 DI0669  ELLIP H (06/12/06)  304.590  (m)                       GP(       ) 4 1
 DI0669  NAVD 88 (06/12/06)  331.59   (m)         1087.9    (f) LEVELING    3  
 DI0669
 DI0669.Superseded values are not recommended for survey control.
 DI0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0669.See file dsdata.txt to determine how the superseded data were derived.
 DI0669
 DI0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK7986377867(NAD 83)
 DI0669
 DI0669_MARKER: DD = SURVEY DISK
 DI0669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI0669_STAMPING: 4703 D 2006
 DI0669_MARK LOGO: MNDT  
 DI0669_PROJECTION: FLUSH
 DI0669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0669+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI0669_ROD/PIPE-DEPTH:  6.1 meters
 DI0669
 DI0669  HISTORY     - Date     Condition        Report By
 DI0669  HISTORY     - 2006     MONUMENTED       MNDT
 DI0669
 DI0669                          STATION DESCRIPTION
 DI0669
 DI0669'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI0669'IN CEDAR MILLS, AT JUNCTION OF TRUNK HIGHWAY 7 AND COUNTY ROAD 26 IN
 DI0669'CEDAR MILLS, AT TRUNK HIGHWAY 7 MILEPOINT 133.0, 72.0 FEET NORTH OF
 DI0669'TRUNK HIGHWAY 7, 64.9 FEET WEST OF 620TH AVENUE, 1.1 FEET SOUTH OF
 DI0669'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1961 ***********************************************************************
 QP1961  DESIGNATION -  4704 A
 QP1961  PID         -  QP1961
 QP1961  STATE/COUNTY-  MN/MEEKER
 QP1961  COUNTRY     -  US
 QP1961  USGS QUAD   -  GROVE CITY (1967)
 QP1961
 QP1961                         *CURRENT SURVEY CONTROL
 QP1961  ______________________________________________________________________
 QP1961* NAD 83(2007) POSITION- 45 08 24.19178(N) 094 42 58.67319(W)   ADJUSTED  
 QP1961* NAD 83(2007) ELLIP HT-   344.921 (meters)        (02/10/07)   ADJUSTED
 QP1961* NAD 83(2007) EPOCH   -  2002.00
 QP1961* NAVD 88 ORTHO HEIGHT -   371.786  (meters)    1219.77  (feet) ADJUSTED  
 QP1961  ______________________________________________________________________
 QP1961  NAD 83(2007) X  -   -370,559.357 (meters)                     COMP
 QP1961  NAD 83(2007) Y  - -4,491,555.030 (meters)                     COMP
 QP1961  NAD 83(2007) Z  -  4,498,585.244 (meters)                     COMP
 QP1961  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC09
 QP1961  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 QP1961  DYNAMIC HEIGHT  -        371.758 (meters)     1219.68  (feet) COMP
 QP1961  MODELED GRAVITY -    980,530.9   (mgal)                       NAVD 88
 QP1961
 QP1961  VERT ORDER      -  SECOND    CLASS I
 QP1961
 QP1961  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1961  Type                                         Horiz  Ellip  Dist(km)
 QP1961  -------------------------------------------------------------------
 QP1961  NETWORK                                       0.51   0.39
 QP1961  -------------------------------------------------------------------
 QP1961  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.51   0.31      5.68
 QP1961  -------------------------------------------------------------------
 QP1961  NOTE: Click here for information on individual local accuracy
 QP1961  values and other accuracy information.
 QP1961
 QP1961
 QP1961.The horizontal coordinates were established by GPS observations
 QP1961.and adjusted by the National Geodetic Survey in February 2007.
 QP1961
 QP1961.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1961.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1961
 QP1961.The horizontal coordinates are valid at the epoch date displayed above
 QP1961.which is a decimal equivalence of Year/Month/Day.
 QP1961
 QP1961.The orthometric height was determined by differential leveling and
 QP1961.adjusted in June 1995.
 QP1961
 QP1961.Photographs are available for this station.
 QP1961
 QP1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1961
 QP1961.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1961
 QP1961.The ellipsoidal height was determined by GPS observations
 QP1961.and is referenced to NAD 83.
 QP1961
 QP1961.The dynamic height is computed by dividing the NAVD 88
 QP1961.geopotential number by the normal gravity value computed on the
 QP1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1961.degrees latitude (g = 980.6199 gals.).
 QP1961
 QP1961.The modeled gravity was interpolated from observed gravity values.
 QP1961
 QP1961. The following values were computed from the NAD 83(2007) position.
 QP1961
 QP1961;                    North         East     Units Scale Factor Converg.
 QP1961;SPC MN S     -   338,037.736   743,661.534   MT  0.99998416   -0 30 07.5
 QP1961;SPC MN S     - 1,109,045.47  2,439,829.55   sFT  0.99998416   -0 30 07.5
 QP1961;UTM  15      - 4,999,941.555   365,059.474   MT  0.99982390   -1 13 00.3
 QP1961
 QP1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1961!SPC MN S     -   0.99994592  x   0.99998416  =   0.99993009
 QP1961!UTM  15      -   0.99994592  x   0.99982390  =   0.99976983
 QP1961
 QP1961                          SUPERSEDED SURVEY CONTROL
 QP1961
 QP1961  NAD 83(1996)-  45 08 24.19124(N)    094 42 58.67276(W) AD(       ) 1
 QP1961  ELLIP H (08/20/03)  344.948  (m)                       GP(       ) 3 1
 QP1961  NAVD 88 (08/20/03)  371.79   (m)         1219.8    (f) LEVELING    3  
 QP1961
 QP1961.Superseded values are not recommended for survey control.
 QP1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1961.See file dsdata.txt to determine how the superseded data were derived.
 QP1961
 QP1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6505999941(NAD 83)
 QP1961
 QP1961_MARKER: DV = VERTICAL CONTROL DISK
 QP1961_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1961_SP_SET: COPPER-CLAD STEEL ROD
 QP1961_STAMPING: 4704 A 1978
 QP1961_MARK LOGO: MNDT  
 QP1961_PROJECTION: FLUSH
 QP1961_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1961+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QP1961_ROD/PIPE-DEPTH: 12.8 meters
 QP1961
 QP1961  HISTORY     - Date     Condition        Report By
 QP1961  HISTORY     - 1978     MONUMENTED       MNDT
 QP1961  HISTORY     - 20021001 GOOD             MNDT
 QP1961  HISTORY     - 20030821 GOOD             MNDT
 QP1961  HISTORY     - 20050201 GOOD             MNDT
 QP1961
 QP1961                          STATION DESCRIPTION
 QP1961
 QP1961'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1961'THE MARK IS LOCATED 1.6 MILES (2.6 KM) WEST ALONG TRUNK HIGHWAY 12
 QP1961'FROM ITS INTERSECTION WITH THE WEST JUNCTION OF TRUNK HIGHWAY 4 AT
 QP1961'GROVE CITY IN THE SW 1/4 OF SECTION 4, T119N, R32W, ON THE SOUTH SIDE
 QP1961'OF THE RAILROAD TRACKS.  THE MARK IS 71 FEET (21.6 M) SOUTH OF THE
 QP1961'SOUTH RAIL AND 1 FOOT (0.3 M) LOWER THAN THE TRACKS, 184 FEET (56.1
 QP1961'M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 12, 68 FEET (20.7 M) EAST
 QP1961'OF THE CENTER OF A DRIVE TO THE SOUTH, 42 FEET (12.8 M) EAST OF A
 QP1961'POWER POLE, 38.4 FEET (11.7 M) SOUTH-SOUTHWEST OF A TELEGRAPH POLE
 QP1961'AND 0.8 FOOT (24.4 CM) NORTH OF A STEEL WITNESS POST.  THE MARK, A
 QP1961'STANDARD MNDT VERTICAL CONTROL MARK DISK STAMPED---4704 A 1978---,
 QP1961'SET ON THE TOP OF A 5/8-INCH DIAMETER BY 42-FOOT LONG COPPER-COATED
 QP1961'STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 1 INCH ABOVE THE SURFACE OF
 QP1961'THE GROUND.
 QP1961
 QP1961                          STATION RECOVERY (2002)
 QP1961
 QP1961'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1961'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QP1961'TH 12 MP 90.1, FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 42
 QP1961'FT.
 QP1961
 QP1961                          STATION RECOVERY (2003)
 QP1961
 QP1961'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 QP1961'THE MARK IS LOCATED1.6 MILES WEST OF WEST GROVE CITY, 1.6 MILES WEST
 QP1961'ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 QP1961'HIGHWAY 4 IN GROVE CITY, AT TRUNK HIGHWAY 12 MILEPOINT 90.1, THE MARK
 QP1961'IS 184 FEET SOUTH OF TRUNK HIGHWAY 12, 71 FEET SOUTH OF SOUTH RAIL OF
 QP1961'RAILROAD TRACKS, 68 FEET EAST OF DRIVE SOUTH, 42 FEET EAST OF POWER
 QP1961'POLE, 38.4 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE, 0.8 FEET NORTH OF
 QP1961'WITNESS POST
 QP1961
 QP1961                          STATION RECOVERY (2005)
 QP1961
 QP1961'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1961'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1960 ***********************************************************************
 QP1960  DESIGNATION -  4704 B
 QP1960  PID         -  QP1960
 QP1960  STATE/COUNTY-  MN/MEEKER
 QP1960  COUNTRY     -  US
 QP1960  USGS QUAD   -  GROVE CITY (1967)
 QP1960
 QP1960                         *CURRENT SURVEY CONTROL
 QP1960  ______________________________________________________________________
 QP1960* NAD 83(2007) POSITION- 45 08 59.70859(N) 094 40 53.35651(W)   ADJUSTED  
 QP1960* NAD 83(2007) ELLIP HT-   342.982 (meters)        (02/10/07)   ADJUSTED
 QP1960* NAD 83(2007) EPOCH   -  2002.00
 QP1960* NAVD 88 ORTHO HEIGHT -   369.863  (meters)    1213.46  (feet) ADJUSTED  
 QP1960  ______________________________________________________________________
 QP1960  NAD 83(2007) X  -   -367,766.882 (meters)                     COMP
 QP1960  NAD 83(2007) Y  - -4,491,003.271 (meters)                     COMP
 QP1960  NAD 83(2007) Z  -  4,499,357.240 (meters)                     COMP
 QP1960  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC09
 QP1960  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 QP1960  DYNAMIC HEIGHT  -        369.836 (meters)     1213.37  (feet) COMP
 QP1960  MODELED GRAVITY -    980,532.3   (mgal)                       NAVD 88
 QP1960
 QP1960  VERT ORDER      -  SECOND    CLASS I
 QP1960
 QP1960  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1960  Type                                         Horiz  Ellip  Dist(km)
 QP1960  -------------------------------------------------------------------
 QP1960  NETWORK                                       0.57   0.43
 QP1960  -------------------------------------------------------------------
 QP1960  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.54   0.33      3.48
 QP1960  -------------------------------------------------------------------
 QP1960  NOTE: Click here for information on individual local accuracy
 QP1960  values and other accuracy information.
 QP1960
 QP1960
 QP1960.The horizontal coordinates were established by GPS observations
 QP1960.and adjusted by the National Geodetic Survey in February 2007.
 QP1960
 QP1960.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1960.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1960
 QP1960.The horizontal coordinates are valid at the epoch date displayed above
 QP1960.which is a decimal equivalence of Year/Month/Day.
 QP1960
 QP1960.The orthometric height was determined by differential leveling and
 QP1960.adjusted in June 1995.
 QP1960
 QP1960.Photographs are available for this station.
 QP1960
 QP1960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1960
 QP1960.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1960
 QP1960.The ellipsoidal height was determined by GPS observations
 QP1960.and is referenced to NAD 83.
 QP1960
 QP1960.The dynamic height is computed by dividing the NAVD 88
 QP1960.geopotential number by the normal gravity value computed on the
 QP1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1960.degrees latitude (g = 980.6199 gals.).
 QP1960
 QP1960.The modeled gravity was interpolated from observed gravity values.
 QP1960
 QP1960. The following values were computed from the NAD 83(2007) position.
 QP1960
 QP1960;                    North         East     Units Scale Factor Converg.
 QP1960;SPC MN S     -   339,110.703   746,408.510   MT  0.99998610   -0 28 39.6
 QP1960;SPC MN S     - 1,112,565.70  2,448,841.92   sFT  0.99998610   -0 28 39.6
 QP1960;UTM  15      - 5,000,980.004   367,819.161   MT  0.99981483   -1 11 32.2
 QP1960
 QP1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1960!SPC MN S     -   0.99994623  x   0.99998610  =   0.99993233
 QP1960!UTM  15      -   0.99994623  x   0.99981483  =   0.99976107
 QP1960
 QP1960                          SUPERSEDED SURVEY CONTROL
 QP1960
 QP1960  NAD 83(1996)-  45 08 59.70798(N)    094 40 53.35600(W) AD(       ) 1
 QP1960  ELLIP H (08/20/03)  343.009  (m)                       GP(       ) 3 1
 QP1960  NAVD 88 (08/20/03)  369.86   (m)         1213.4    (f) LEVELING    3  
 QP1960
 QP1960.Superseded values are not recommended for survey control.
 QP1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1960.See file dsdata.txt to determine how the superseded data were derived.
 QP1960
 QP1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6781900980(NAD 83)
 QP1960
 QP1960_MARKER: DV = VERTICAL CONTROL DISK
 QP1960_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1960_SP_SET: WATER TANK LEG BASE
 QP1960_STAMPING: 4704 B 1978
 QP1960_MARK LOGO: MNDT  
 QP1960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1960+STABILITY: SURFACE MOTION
 QP1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1960+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QP1960
 QP1960  HISTORY     - Date     Condition        Report By
 QP1960  HISTORY     - 1978     MONUMENTED       MNDT
 QP1960  HISTORY     - 20021001 GOOD             MNDT
 QP1960  HISTORY     - 20030821 GOOD             MNDT
 QP1960  HISTORY     - 20050201 GOOD             MNDT
 QP1960
 QP1960                          STATION DESCRIPTION
 QP1960
 QP1960'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1960'THE MARK IS LOCATED IN GROVE CITY AT THE WATER TANK WHICH IS ABOUT 1
 QP1960'BLOCK NORTH OF TRUNK HIGHWAY 12 IN THE NE 1/4 OF SECTION 3, T119N,
 QP1960'R32W.  THE MARK IS IN THE EAST CORNER OF THE BASE OF THE SOUTHEAST
 QP1960'LEG OF THE WATER TANK, 182 FEET (55.5 M) SOUTH OF THE CENTER OF
 QP1960'PACIFIC AVENUE, 98.4 FEET (30.0 M) WEST OF THE WEST CURB LINE OF
 QP1960'THIRD STREET, 43.9 FEET (13.4 M) WEST OF SOUTHWEST CORNER OF A SMALL
 QP1960'BRICK GARAGE BUILDING, 46 FEET (14.0 M) SOUTH OF AND 5 FEET (1.5 M)
 QP1960'ABOVE THE CENTER OF THE ALLEY.  THE MARK, A STANDARD MNDT VERTICAL
 QP1960'CONTROL MARK DISK STAMPED---4704 B 1978---, SET IN A DRILL HOLE IN
 QP1960'THE CONCRETE BASE OF THE LEG OF THE WATER TANK IS ABOUT 6 INCHES
 QP1960'ABOVE THE SURFACE OF THE GROUND.
 QP1960
 QP1960                          STATION RECOVERY (2002)
 QP1960
 QP1960'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1960'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1960'THE MARK IS IN GROVE CITY, IN TOP OF EAST COR OF CONC BASE FOR SE LEG
 QP1960'OF CITY WATER TANK, 1 BLOCK NORTH OF TH 12, 182 FT (55.5 M) SOUTH OF
 QP1960'PACIFIC AVE, 98.4 FT (30.0 M) WEST OF WEST CURB ON THIRD ST, 46 FT
 QP1960'(14.0 M) SOUTH OF ALLEY, 43.9 FT (13.4 M) WEST OF SW COR OF GARAGE, 33
 QP1960'FT (10.1 M) NNW OF NEW WATER TANK.  CONCRETE BASE PROJECTS 18 INCHES,
 QP1960'MAGNETIC, AND SUITABLE FOR GPS.
 QP1960
 QP1960                          STATION RECOVERY (2003)
 QP1960
 QP1960'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 QP1960'THE MARK IS LOCATED IN GROVE CITY, IN TOP OF EAST CORNER OF CONCRETE
 QP1960'BASE FOR SOUTHEAST LEG OF OLD CITY WATER TANK, BY THE NEW CITY WATER
 QP1960'TANK, 1 BLOCK SOUTH OF TRUNK HIGHWAY 12, THE MARK IS 182 FEET SOUTH OF
 QP1960'PACIFIC AVENUE, 98.4 FEET WEST OF WEST CURB ON THIRD STREET, 46 FEET
 QP1960'SOUTH OF ALLEY, 43.9 FEET WEST OF SOUTHWEST CORNER OF GARAGE, 33 FEET
 QP1960'NORTH-NORTHWEST OF NEW WATER TANK
 QP1960
 QP1960                          STATION RECOVERY (2005)
 QP1960
 QP1960'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1960'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1955 ***********************************************************************
 QP1955  DESIGNATION -  4704 C
 QP1955  PID         -  QP1955
 QP1955  STATE/COUNTY-  MN/MEEKER
 QP1955  COUNTRY     -  US
 QP1955  USGS QUAD   -  GROVE CITY (1967)
 QP1955
 QP1955                         *CURRENT SURVEY CONTROL
 QP1955  ______________________________________________________________________
 QP1955* NAD 83(1986) POSITION- 45 09 09.2    (N) 094 39 14.2    (W)   HD_HELD2  
 QP1955* NAVD 88 ORTHO HEIGHT -   348.309  (meters)    1142.74  (feet) ADJUSTED  
 QP1955  ______________________________________________________________________
 QP1955  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 QP1955  DYNAMIC HEIGHT  -        348.283 (meters)     1142.66  (feet) COMP
 QP1955  MODELED GRAVITY -    980,533.4   (mgal)                       NAVD 88
 QP1955
 QP1955  VERT ORDER      -  SECOND    CLASS I
 QP1955
 QP1955.The horizontal coordinates were established by autonomous hand held GPS
 QP1955.observations and have an estimated accuracy of +/- 10 meters.
 QP1955.
 QP1955.The orthometric height was determined by differential leveling and
 QP1955.adjusted in June 1995.
 QP1955
 QP1955.Photographs are available for this station.
 QP1955
 QP1955.The dynamic height is computed by dividing the NAVD 88
 QP1955.geopotential number by the normal gravity value computed on the
 QP1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1955.degrees latitude (g = 980.6199 gals.).
 QP1955
 QP1955.The modeled gravity was interpolated from observed gravity values.
 QP1955
 QP1955;                    North         East    Units  Estimated Accuracy
 QP1955;SPC MN S     -   339,386.      748,577.      MT  (+/- 10 meters HH2 GPS)
 QP1955
 QP1955                          SUPERSEDED SURVEY CONTROL
 QP1955
 QP1955.No superseded survey control is available for this station.
 QP1955
 QP1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6999001228(NAD 83)
 QP1955
 QP1955_MARKER: DV = VERTICAL CONTROL DISK
 QP1955_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP1955_SP_SET: CULVERT HEADWALL
 QP1955_STAMPING: 4704 C 1978
 QP1955_MARK LOGO: MNHD  
 QP1955_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1955+STABILITY: SURFACE MOTION
 QP1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1955+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QP1955
 QP1955  HISTORY     - Date     Condition        Report By
 QP1955  HISTORY     - 1978     MONUMENTED       MNDT
 QP1955  HISTORY     - 20021001 GOOD             MNDT
 QP1955  HISTORY     - 20050201 GOOD             MNDT
 QP1955
 QP1955                          STATION DESCRIPTION
 QP1955
 QP1955'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1955'THE MARK IS LOCATED 1.1 MILE (1.8 KM) EAST ALONG TRUNK HIGHWAY 12
 QP1955'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 AT GROVE CITY, IN THE NW 1/4
 QP1955'OF SECTION 1, T119N, R32W, NEAR TRUNK HIGHWAY 12 MILEPOINT 93.35.
 QP1955'THE MARK IS IN THE SOUTHEAST CORNER OF THE HEADWALL OF A 9-FOOT BY
 QP1955'7-FOOT BOX CULVERT AT GROVE CREEK AND 46 FEET (14.0 M) SOUTH OF THE
 QP1955'CENTERLINE OF TRUNK HIGHWAY 12.  THE MARK, A STANDARD MNDT VERTICAL
 QP1955'CONTROL MARK DISK STAMPED ---4704 C 1978---, IS SET IN A DRILL HOLE
 QP1955'IN THE SOUTHEAST CORNER OF THE HEADWALL OF THE CONCRETE BOX CULVERT.
 QP1955
 QP1955                          STATION RECOVERY (2002)
 QP1955
 QP1955'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1955'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1955'NOT SUITABLE FOR GPS.
 QP1955
 QP1955                          STATION RECOVERY (2005)
 QP1955
 QP1955'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1955'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1958 ***********************************************************************
 QP1958  DESIGNATION -  4704 D
 QP1958  PID         -  QP1958
 QP1958  STATE/COUNTY-  MN/MEEKER
 QP1958  COUNTRY     -  US
 QP1958  USGS QUAD   -  GROVE CITY (1967)
 QP1958
 QP1958                         *CURRENT SURVEY CONTROL
 QP1958  ______________________________________________________________________
 QP1958* NAD 83(2007) POSITION- 45 09 07.54660(N) 094 37 50.01493(W)   ADJUSTED  
 QP1958* NAD 83(2007) ELLIP HT-   325.806 (meters)        (02/10/07)   ADJUSTED
 QP1958* NAD 83(2007) EPOCH   -  2002.00
 QP1958* NAVD 88 ORTHO HEIGHT -   352.714  (meters)    1157.20  (feet) ADJUSTED  
 QP1958  ______________________________________________________________________
 QP1958  NAD 83(2007) X  -   -363,760.014 (meters)                     COMP
 QP1958  NAD 83(2007) Y  - -4,491,145.324 (meters)                     COMP
 QP1958  NAD 83(2007) Z  -  4,499,515.716 (meters)                     COMP
 QP1958  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC09
 QP1958  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP1958  DYNAMIC HEIGHT  -        352.688 (meters)     1157.11  (feet) COMP
 QP1958  MODELED GRAVITY -    980,534.4   (mgal)                       NAVD 88
 QP1958
 QP1958  VERT ORDER      -  SECOND    CLASS I
 QP1958
 QP1958  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1958  Type                                         Horiz  Ellip  Dist(km)
 QP1958  -------------------------------------------------------------------
 QP1958  NETWORK                                       0.53   0.39
 QP1958  -------------------------------------------------------------------
 QP1958  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.49   0.29      4.01
 QP1958  -------------------------------------------------------------------
 QP1958  NOTE: Click here for information on individual local accuracy
 QP1958  values and other accuracy information.
 QP1958
 QP1958
 QP1958.The horizontal coordinates were established by GPS observations
 QP1958.and adjusted by the National Geodetic Survey in February 2007.
 QP1958
 QP1958.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1958.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1958
 QP1958.The horizontal coordinates are valid at the epoch date displayed above
 QP1958.which is a decimal equivalence of Year/Month/Day.
 QP1958
 QP1958.The orthometric height was determined by differential leveling and
 QP1958.adjusted in June 2011.
 QP1958
 QP1958.Photographs are available for this station.
 QP1958
 QP1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1958
 QP1958.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1958
 QP1958.The ellipsoidal height was determined by GPS observations
 QP1958.and is referenced to NAD 83.
 QP1958
 QP1958.The dynamic height is computed by dividing the NAVD 88
 QP1958.geopotential number by the normal gravity value computed on the
 QP1958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1958.degrees latitude (g = 980.6199 gals.).
 QP1958
 QP1958.The modeled gravity was interpolated from observed gravity values.
 QP1958
 QP1958. The following values were computed from the NAD 83(2007) position.
 QP1958
 QP1958;                    North         East     Units Scale Factor Converg.
 QP1958;SPC MN S     -   339,320.516   750,415.235   MT  0.99998653   -0 26 31.1
 QP1958;SPC MN S     - 1,113,254.06  2,461,987.32   sFT  0.99998653   -0 26 31.1
 QP1958;UTM  15      - 5,001,139.815   371,827.477   MT  0.99980200   -1 09 22.3
 QP1958
 QP1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1958!SPC MN S     -   0.99994892  x   0.99998653  =   0.99993545
 QP1958!UTM  15      -   0.99994892  x   0.99980200  =   0.99975093
 QP1958
 QP1958                          SUPERSEDED SURVEY CONTROL
 QP1958
 QP1958  NAD 83(1996)-  45 09 07.54606(N)    094 37 50.01444(W) AD(       ) 1
 QP1958  ELLIP H (08/20/03)  325.837  (m)                       GP(       ) 3 1
 QP1958  NAVD 88 (08/20/03)  352.71   (m)         1157.2    (f) LEVELING    3  
 QP1958  NAVD 88 (06/15/95)  352.707  (m)         1157.17   (f) SUPERSEDED  2 1
 QP1958
 QP1958.Superseded values are not recommended for survey control.
 QP1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1958.See file dsdata.txt to determine how the superseded data were derived.
 QP1958
 QP1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7182701139(NAD 83)
 QP1958
 QP1958_MARKER: DB = BENCH MARK DISK
 QP1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1958_SP_SET: PREFAB CONC. POST IN EARTH
 QP1958_STAMPING: 4704 D 1978
 QP1958_MARK LOGO: MNHD  
 QP1958_PROJECTION: RECESSED 8 CENTIMETERS
 QP1958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QP1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1958+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1958
 QP1958  HISTORY     - Date     Condition        Report By
 QP1958  HISTORY     - 1978     MONUMENTED       MNDT
 QP1958  HISTORY     - 20021001 GOOD             MNDT
 QP1958  HISTORY     - 20030813 GOOD             MNDT
 QP1958  HISTORY     - 20050131 GOOD             MNDT
 QP1958
 QP1958                          STATION DESCRIPTION
 QP1958
 QP1958'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1958'THE MARK IS LOCATED 2.2 MILES (3.5 KM) EAST ALONG TRUNK HIGHWAY 12
 QP1958'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 NEAR GROVE CITY, IN THE NW 1/4
 QP1958'OF SECTION G, T119N, R31W, NEAR TRUNK HIGHWAY 12 MILEPOINT 94.5.  THE
 QP1958'MARK IS 150 FEET (45.7 M) SOUTH OF AND 3 FEET (0.9 M) LOWER THAN THE
 QP1958'CENTERLINE OF TRUNK HIGHWAY 12, 74.6 FEET (22.7 M) SOUTH OF FENCE
 QP1958'CORNER AND A SIGN EASEMENT SIGN POST, 94.2 FEET (28.7 M) SOUTH OF THE
 QP1958'NORTH END OF A 12-INCH DIAMETER METAL FIELD DRAIN CULVERT, 0.5 FOOT
 QP1958'(15.2 CM) WEST OF A NORTH-SOUTH FENCE LINE, AND 0.6 FOOT (18.3 CM)
 QP1958'NORTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 QP1958'DISK STAMPED---4704 D 1978---, SET IN TOP OF A PRECAST CONCRETE POST
 QP1958'THAT IS ABOUT 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 QP1958
 QP1958                          STATION RECOVERY (2002)
 QP1958
 QP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1958'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1958'RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 QP1958
 QP1958                          STATION RECOVERY (2003)
 QP1958
 QP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 QP1958'THE MARK IS LOCATED 2.2 MILES EAST OF GROVE CITY, 2.2 MILES EAST ALONG
 QP1958'TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 QP1958'HIGHWAY 4 NEAR GROVE CITY, AT TRUNK HIGHWAY 12 MILEPOINT 94.5, THE
 QP1958'MARK IS 150 FEET SOUTH OF TRUNK HIGHWAY 12, 74.6 FEET SOUTH OF FENCE
 QP1958'CORNER AND EASEMENT SIGN, 94.2 FEET SOUTH OF NORTH END OF METAL
 QP1958'CULVERT, 0.5 FEET WEST OF NORTH-SOUTH FENCELINE, 0.6 FEET NORTH OF
 QP1958'WITNESS POST
 QP1958
 QP1958                          STATION RECOVERY (2005)
 QP1958
 QP1958'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1958'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4802 ***********************************************************************
 DM4802  DESIGNATION -  4704 D 1
 DM4802  PID         -  DM4802
 DM4802  STATE/COUNTY-  MN/MEEKER
 DM4802  COUNTRY     -  US
 DM4802  USGS QUAD   -  KINGSTON (1982)
 DM4802
 DM4802                         *CURRENT SURVEY CONTROL
 DM4802  ______________________________________________________________________
 DM4802* NAD 83(1986) POSITION- 45 11 46.0    (N) 094 19 00.5    (W)   HD_HELD2  
 DM4802* NAVD 88 ORTHO HEIGHT -   313.366  (meters)    1028.10  (feet) ADJUSTED  
 DM4802  ______________________________________________________________________
 DM4802  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DM4802  DYNAMIC HEIGHT  -        313.343 (meters)     1028.03  (feet) COMP
 DM4802  MODELED GRAVITY -    980,533.7   (mgal)                       NAVD 88
 DM4802
 DM4802  VERT ORDER      -  SECOND    CLASS I
 DM4802
 DM4802.The horizontal coordinates were established by autonomous hand held GPS
 DM4802.observations and have an estimated accuracy of +/- 10 meters.
 DM4802.
 DM4802.The orthometric height was determined by differential leveling and
 DM4802.adjusted in July 2011.
 DM4802
 DM4802.The dynamic height is computed by dividing the NAVD 88
 DM4802.geopotential number by the normal gravity value computed on the
 DM4802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4802.degrees latitude (g = 980.6199 gals.).
 DM4802
 DM4802.The modeled gravity was interpolated from observed gravity values.
 DM4802
 DM4802;                    North         East    Units  Estimated Accuracy
 DM4802;SPC MN S     -   344,069.      775,106.      MT  (+/- 10 meters HH2 GPS)
 DM4802
 DM4802                          SUPERSEDED SURVEY CONTROL
 DM4802
 DM4802.No superseded survey control is available for this station.
 DM4802
 DM4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9657005579(NAD 83)
 DM4802
 DM4802_MARKER: DD = SURVEY DISK
 DM4802_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4802_SP_SET: BRIDGE ABUTMENT
 DM4802_STAMPING: 4704 D 1 2005
 DM4802_MARK LOGO: MNDT  
 DM4802_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4802+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 DM4802
 DM4802  HISTORY     - Date     Condition        Report By
 DM4802  HISTORY     - 20050503 MONUMENTED       MNDT
 DM4802
 DM4802                          STATION DESCRIPTION
 DM4802
 DM4802'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DM4802'MARK IS LOCATED 0.3 MI (0.5 KM) FROM KINGSTON, 0.1 MI (0.2 KM) SOUTH
 DM4802'ALONG TRUNK HIGHWAY 15 FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND
 DM4802'COUNTY ROAD 27 IN KINGSTON, AT TRUNK HIGHWAY 15 MILE POINT 124.4.
 DM4802' 
 DM4802'TO REACH STATION GO 1.1 MI (1.8 KM) ON 722ND AVENUE 1.1 MI (1.8 KM),
 DM4802'HEAD SOUTH ON 722ND AVENUE TOWARD 309TH ST 0.6 MI (1.0 KM), TURN RIGHT
 DM4802'AT MN-15 N FOR 0.5 MI AND DESTINATION ON RIGHT.  MARK IS 51.35 FT E OF
 DM4802'CENTERLINE OF HWY 15, 7.55 FT N FROM NORTH FORK CROW RIVER SIGN.
 DM4802' 
 DM4802'MNDT SURVEY DISK SET FLUSH IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DM4802'HIGHWAY 15 BRIDGE NUMBER 5939 OVER NORTH FORK CROW RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1959 ***********************************************************************
 QP1959  DESIGNATION -  4704 E
 QP1959  PID         -  QP1959
 QP1959  STATE/COUNTY-  MN/MEEKER
 QP1959  COUNTRY     -  US
 QP1959  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1959
 QP1959                         *CURRENT SURVEY CONTROL
 QP1959  ______________________________________________________________________
 QP1959* NAD 83(2007) POSITION- 45 09 10.37722(N) 094 36 36.31391(W)   ADJUSTED  
 QP1959* NAD 83(2007) ELLIP HT-   322.531 (meters)        (02/10/07)   ADJUSTED
 QP1959* NAD 83(2007) EPOCH   -  2002.00
 QP1959* NAVD 88 ORTHO HEIGHT -   349.449  (meters)    1146.48  (feet) ADJUSTED  
 QP1959  ______________________________________________________________________
 QP1959  NAD 83(2007) X  -   -362,150.083 (meters)                     COMP
 QP1959  NAD 83(2007) Y  - -4,491,210.955 (meters)                     COMP
 QP1959  NAD 83(2007) Z  -  4,499,575.022 (meters)                     COMP
 QP1959  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC09
 QP1959  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 QP1959  DYNAMIC HEIGHT  -        349.424 (meters)     1146.40  (feet) COMP
 QP1959  MODELED GRAVITY -    980,535.1   (mgal)                       NAVD 88
 QP1959
 QP1959  VERT ORDER      -  SECOND    CLASS I
 QP1959
 QP1959  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1959  Type                                         Horiz  Ellip  Dist(km)
 QP1959  -------------------------------------------------------------------
 QP1959  NETWORK                                       0.57   0.43
 QP1959  -------------------------------------------------------------------
 QP1959  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.40   0.24      2.09
 QP1959  -------------------------------------------------------------------
 QP1959  NOTE: Click here for information on individual local accuracy
 QP1959  values and other accuracy information.
 QP1959
 QP1959
 QP1959.The horizontal coordinates were established by GPS observations
 QP1959.and adjusted by the National Geodetic Survey in February 2007.
 QP1959
 QP1959.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1959.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1959
 QP1959.The horizontal coordinates are valid at the epoch date displayed above
 QP1959.which is a decimal equivalence of Year/Month/Day.
 QP1959
 QP1959.The orthometric height was determined by differential leveling and
 QP1959.adjusted in June 1995.
 QP1959
 QP1959.Photographs are available for this station.
 QP1959
 QP1959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1959
 QP1959.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1959
 QP1959.The ellipsoidal height was determined by GPS observations
 QP1959.and is referenced to NAD 83.
 QP1959
 QP1959.The dynamic height is computed by dividing the NAVD 88
 QP1959.geopotential number by the normal gravity value computed on the
 QP1959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1959.degrees latitude (g = 980.6199 gals.).
 QP1959
 QP1959.The modeled gravity was interpolated from observed gravity values.
 QP1959
 QP1959. The following values were computed from the NAD 83(2007) position.
 QP1959
 QP1959;                    North         East     Units Scale Factor Converg.
 QP1959;SPC MN S     -   339,395.679   752,025.735   MT  0.99998669   -0 25 39.5
 QP1959;SPC MN S     - 1,113,500.66  2,467,271.10   sFT  0.99998669   -0 25 39.5
 QP1959;UTM  15      - 5,001,194.889   373,438.487   MT  0.99979695   -1 08 30.1
 QP1959
 QP1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1959!SPC MN S     -   0.99994943  x   0.99998669  =   0.99993613
 QP1959!UTM  15      -   0.99994943  x   0.99979695  =   0.99974640
 QP1959
 QP1959                          SUPERSEDED SURVEY CONTROL
 QP1959
 QP1959  NAD 83(1996)-  45 09 10.37674(N)    094 36 36.31347(W) AD(       ) 1
 QP1959  ELLIP H (08/20/03)  322.563  (m)                       GP(       ) 3 1
 QP1959  NAVD 88 (08/20/03)  349.45   (m)         1146.5    (f) LEVELING    3  
 QP1959
 QP1959.Superseded values are not recommended for survey control.
 QP1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1959.See file dsdata.txt to determine how the superseded data were derived.
 QP1959
 QP1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7343801194(NAD 83)
 QP1959
 QP1959_MARKER: DB = BENCH MARK DISK
 QP1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1959_SP_SET: PREFAB CONC. POST IN EARTH
 QP1959_STAMPING: 4704 E 1978
 QP1959_MARK LOGO: MNHD  
 QP1959_PROJECTION: RECESSED 13 CENTIMETERS
 QP1959_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1959+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1959
 QP1959  HISTORY     - Date     Condition        Report By
 QP1959  HISTORY     - 1978     MONUMENTED       MNDT
 QP1959  HISTORY     - 20021001 GOOD             MNDT
 QP1959  HISTORY     - 20050131 GOOD             MNDT
 QP1959
 QP1959                          STATION DESCRIPTION
 QP1959
 QP1959'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1959'THE MARK IS LOCATED 3.25 MILES (5.23 KM) EAST ALONG TRUNK HIGHWAY 12
 QP1959'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 BY GROVE CITY, IN THE SE 1/4
 QP1959'OF SECTION 31, T120N, R31W, NEAR TRUNK HIGHWAY 12 MILEPOINT 95.5.
 QP1959'THE MARK IS 122.2 FEET (37.2 M) NORTH OF AND 2 FEET (0.6 M) LOWER
 QP1959'THAN THE CENTERLINE OF TRUNK HIGHWAY 12, 49.2 FEET (15.0 M) NORTH OF
 QP1959'A POWER POLE, 47.2 FEET (14.4 M) NORTH OF A RIGHT-OF-WAY SIGN POST,
 QP1959'1.8 FEET (0.5 M) EAST OF A NORTH-SOUTH FENCE LINE AND 0.5 FOOT (15.2
 QP1959'CM) SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH
 QP1959'MARK DISK STAMPED---4704 E 1978---, SET IN THE TOP OF A MAGNETIC
 QP1959'PRECAST CONCRETE POST THAT IS ABOUT 3 INCHES BELOW THE SURFACE OF THE
 QP1959'GROUND.
 QP1959
 QP1959                          STATION RECOVERY (2002)
 QP1959
 QP1959'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1959'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 QP1959'MP 95.55, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 QP1959
 QP1959                          STATION RECOVERY (2005)
 QP1959
 QP1959'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1959'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1956 ***********************************************************************
 QP1956  DESIGNATION -  4704 F
 QP1956  PID         -  QP1956
 QP1956  STATE/COUNTY-  MN/MEEKER
 QP1956  COUNTRY     -  US
 QP1956  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1956
 QP1956                         *CURRENT SURVEY CONTROL
 QP1956  ______________________________________________________________________
 QP1956* NAD 83(1986) POSITION- 45 09 08.8    (N) 094 35 13.9    (W)   HD_HELD2  
 QP1956* NAVD 88 ORTHO HEIGHT -   340.466  (meters)    1117.01  (feet) ADJUSTED  
 QP1956  ______________________________________________________________________
 QP1956  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 QP1956  DYNAMIC HEIGHT  -        340.441 (meters)     1116.93  (feet) COMP
 QP1956  MODELED GRAVITY -    980,536.0   (mgal)                       NAVD 88
 QP1956
 QP1956  VERT ORDER      -  SECOND    CLASS I
 QP1956
 QP1956.The horizontal coordinates were established by autonomous hand held GPS
 QP1956.observations and have an estimated accuracy of +/- 10 meters.
 QP1956.
 QP1956.The orthometric height was determined by differential leveling and
 QP1956.adjusted in June 2011.
 QP1956
 QP1956.Photographs are available for this station.
 QP1956
 QP1956.The dynamic height is computed by dividing the NAVD 88
 QP1956.geopotential number by the normal gravity value computed on the
 QP1956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1956.degrees latitude (g = 980.6199 gals.).
 QP1956
 QP1956.The modeled gravity was interpolated from observed gravity values.
 QP1956
 QP1956;                    North         East    Units  Estimated Accuracy
 QP1956;SPC MN S     -   339,334.      753,826.      MT  (+/- 10 meters HH2 GPS)
 QP1956
 QP1956                          SUPERSEDED SURVEY CONTROL
 QP1956
 QP1956  NAVD 88 (06/15/95)  340.472  (m)         1117.03   (f) SUPERSEDED  2 1
 QP1956
 QP1956.Superseded values are not recommended for survey control.
 QP1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1956.See file dsdata.txt to determine how the superseded data were derived.
 QP1956
 QP1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7523701110(NAD 83)
 QP1956
 QP1956_MARKER: DV = VERTICAL CONTROL DISK
 QP1956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QP1956_SP_SET: HEADWALL
 QP1956_STAMPING: 4704 F 1978
 QP1956_MARK LOGO: MNDT  
 QP1956_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1956+STABILITY: SURFACE MOTION
 QP1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1956+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1956
 QP1956  HISTORY     - Date     Condition        Report By
 QP1956  HISTORY     - 1978     MONUMENTED       MNDT
 QP1956  HISTORY     - 20021001 GOOD             MNDT
 QP1956  HISTORY     - 20050131 GOOD             MNDT
 QP1956
 QP1956                          STATION DESCRIPTION
 QP1956
 QP1956'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1956'THE MARK IS LOCATED 4.2 MILES (6.8 KM) NORTHWEST ALONG TRUNK HIGHWAY
 QP1956'12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 IN LITCHFIELD, IN THE NE
 QP1956'1/4 OF SECTION 5, T119N, R31W, AT TRUNK HIGHWAY MILEPOINT 96.6.  THE
 QP1956'MARK IS IN THE SOUTHEAST CORNER OF THE HEADWALL OF A 7-FOOT BY 8-FOOT
 QP1956'CONCRETE BOX CULVERT, 42 FEET (12.8 M) SOUTH OF AND 2 FEET (0.6 M)
 QP1956'BELOW THE CENTERLINE OF TRUNK HIGHWAY 12.  THE MARK, A STANDARD MNDT
 QP1956'VERTICAL CONTROL MARK DISK STAMPED---4704 F 1978---, IS SET IN A
 QP1956'DRILL HOLE IN THE HEADWALL OF THE BOX CULVERT.
 QP1956
 QP1956                          STATION RECOVERY (2002)
 QP1956
 QP1956'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1956'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1956'NOT MAGNETIC, AND NOT SUITABLE FOR GPS.
 QP1956
 QP1956                          STATION RECOVERY (2005)
 QP1956
 QP1956'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1956'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1957 ***********************************************************************
 QP1957  DESIGNATION -  4704 G
 QP1957  PID         -  QP1957
 QP1957  STATE/COUNTY-  MN/MEEKER
 QP1957  COUNTRY     -  US
 QP1957  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1957
 QP1957                         *CURRENT SURVEY CONTROL
 QP1957  ______________________________________________________________________
 QP1957* NAD 83(2007) POSITION- 45 09 07.80753(N) 094 34 27.23586(W)   ADJUSTED  
 QP1957* NAD 83(2007) ELLIP HT-   313.449 (meters)        (02/10/07)   ADJUSTED
 QP1957* NAD 83(2007) EPOCH   -  2002.00
 QP1957* NAVD 88 ORTHO HEIGHT -   340.392  (meters)    1116.77  (feet) ADJUSTED  
 QP1957  ______________________________________________________________________
 QP1957  NAD 83(2007) X  -   -359,343.441 (meters)                     COMP
 QP1957  NAD 83(2007) Y  - -4,491,486.386 (meters)                     COMP
 QP1957  NAD 83(2007) Z  -  4,499,512.636 (meters)                     COMP
 QP1957  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC09
 QP1957  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 QP1957  DYNAMIC HEIGHT  -        340.368 (meters)     1116.69  (feet) COMP
 QP1957  MODELED GRAVITY -    980,536.5   (mgal)                       NAVD 88
 QP1957
 QP1957  VERT ORDER      -  SECOND    CLASS I
 QP1957
 QP1957  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1957  Type                                         Horiz  Ellip  Dist(km)
 QP1957  -------------------------------------------------------------------
 QP1957  NETWORK                                       0.55   0.43
 QP1957  -------------------------------------------------------------------
 QP1957  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.39   0.25      1.62
 QP1957  -------------------------------------------------------------------
 QP1957  NOTE: Click here for information on individual local accuracy
 QP1957  values and other accuracy information.
 QP1957
 QP1957
 QP1957.The horizontal coordinates were established by GPS observations
 QP1957.and adjusted by the National Geodetic Survey in February 2007.
 QP1957
 QP1957.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1957.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1957
 QP1957.The horizontal coordinates are valid at the epoch date displayed above
 QP1957.which is a decimal equivalence of Year/Month/Day.
 QP1957
 QP1957.The orthometric height was determined by differential leveling and
 QP1957.adjusted in June 1995.
 QP1957
 QP1957.Photographs are available for this station.
 QP1957
 QP1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1957
 QP1957.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1957
 QP1957.The ellipsoidal height was determined by GPS observations
 QP1957.and is referenced to NAD 83.
 QP1957
 QP1957.The dynamic height is computed by dividing the NAVD 88
 QP1957.geopotential number by the normal gravity value computed on the
 QP1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1957.degrees latitude (g = 980.6199 gals.).
 QP1957
 QP1957.The modeled gravity was interpolated from observed gravity values.
 QP1957
 QP1957. The following values were computed from the NAD 83(2007) position.
 QP1957
 QP1957;                    North         East     Units Scale Factor Converg.
 QP1957;SPC MN S     -   339,295.929   754,844.592   MT  0.99998655   -0 24 09.0
 QP1957;SPC MN S     - 1,113,173.39  2,476,519.30   sFT  0.99998655   -0 24 09.0
 QP1957;UTM  15      - 5,001,060.051   376,255.336   MT  0.99978828   -1 06 58.5
 QP1957
 QP1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1957!SPC MN S     -   0.99995086  x   0.99998655  =   0.99993741
 QP1957!UTM  15      -   0.99995086  x   0.99978828  =   0.99973915
 QP1957
 QP1957                          SUPERSEDED SURVEY CONTROL
 QP1957
 QP1957  NAD 83(1996)-  45 09 07.80708(N)    094 34 27.23542(W) AD(       ) 1
 QP1957  ELLIP H (08/20/03)  313.481  (m)                       GP(       ) 3 1
 QP1957  NAVD 88 (08/20/03)  340.39   (m)         1116.8    (f) LEVELING    3  
 QP1957
 QP1957.Superseded values are not recommended for survey control.
 QP1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1957.See file dsdata.txt to determine how the superseded data were derived.
 QP1957
 QP1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7625501060(NAD 83)
 QP1957
 QP1957_MARKER: DB = BENCH MARK DISK
 QP1957_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1957_SP_SET: PREFAB CONC. POST IN EARTH
 QP1957_STAMPING: 4704 G 1978
 QP1957_MARK LOGO: MNHD  
 QP1957_PROJECTION: FLUSH
 QP1957_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1957+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1957
 QP1957  HISTORY     - Date     Condition        Report By
 QP1957  HISTORY     - 1978     MONUMENTED       MNDT
 QP1957  HISTORY     - 19930713 GOOD             MNDT
 QP1957  HISTORY     - 20021001 GOOD             MNDT
 QP1957  HISTORY     - 20050131 GOOD             MNDT
 QP1957
 QP1957                          STATION DESCRIPTION
 QP1957
 QP1957'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1957'THE MARK IS LOCATED 3.6 MILES (5.8 KM) NORTHWEST ALONG TRUNK HIGHWAY
 QP1957'12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 IN LITCHFIELD, NEAR THE N
 QP1957'1/4 CORNER OF SECTION 4, T119N, R31W, NEAR TRUNK HIGHWAY MILEPOINT
 QP1957'97.2.  THE MARK IS 150.6 FEET (45.9 M) SOUTH OF AND 4 FEET (1.2 M)
 QP1957'ABOVE THE CENTERLINE OF TRUNK HIGHWAY 12, 81.2 FEET (24.7 M)
 QP1957'SOUTH-SOUTHEAST OF A TELEPHONE BURIED CABLE SIGN POST, 161.2 FEET
 QP1957'(49.1 M) WEST OF THE NORTHWEST CORNER OF THE ARNOLDS OF LITCHFIELD
 QP1957'INTERNATIONAL HARVESTER DEALER 1-1/2 STORY METAL BUILDING, ON THE
 QP1957'NORTH-SOUTH FENCE LINE AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL
 QP1957'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED
 QP1957'---4704 G 1978---, SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE POST
 QP1957'THAT IS ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 QP1957
 QP1957                          STATION RECOVERY (1993)
 QP1957
 QP1957'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 QP1957'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1957
 QP1957                          STATION RECOVERY (2002)
 QP1957
 QP1957'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1957'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1957'150.6 FT (45.9 M) SOUTH OF TH 12, 0.5 FT (15.2 CM) NW OF WIT POST,
 QP1957'PROJECTS 1 INCH, MAGNETIC, AND SUITABLE FOR GPS.
 QP1957
 QP1957                          STATION RECOVERY (2005)
 QP1957
 QP1957'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1957'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1954 ***********************************************************************
 QP1954  DESIGNATION -  4704 H
 QP1954  PID         -  QP1954
 QP1954  STATE/COUNTY-  MN/MEEKER
 QP1954  COUNTRY     -  US
 QP1954  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1954
 QP1954                         *CURRENT SURVEY CONTROL
 QP1954  ______________________________________________________________________
 QP1954* NAD 83(2007) POSITION- 45 09 10.15151(N) 094 33 13.34215(W)   ADJUSTED  
 QP1954* NAD 83(2007) ELLIP HT-   310.764 (meters)        (02/10/07)   ADJUSTED
 QP1954* NAD 83(2007) EPOCH   -  2002.00
 QP1954* NAVD 88 ORTHO HEIGHT -   337.720  (meters)    1108.00  (feet) ADJUSTED  
 QP1954  ______________________________________________________________________
 QP1954  NAD 83(2007) X  -   -357,730.133 (meters)                     COMP
 QP1954  NAD 83(2007) Y  - -4,491,561.801 (meters)                     COMP
 QP1954  NAD 83(2007) Z  -  4,499,561.765 (meters)                     COMP
 QP1954  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC09
 QP1954  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 QP1954  DYNAMIC HEIGHT  -        337.696 (meters)     1107.92  (feet) COMP
 QP1954  MODELED GRAVITY -    980,537.2   (mgal)                       NAVD 88
 QP1954
 QP1954  VERT ORDER      -  SECOND    CLASS I
 QP1954
 QP1954  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1954  Type                                         Horiz  Ellip  Dist(km)
 QP1954  -------------------------------------------------------------------
 QP1954  NETWORK                                       0.50   0.39
 QP1954  -------------------------------------------------------------------
 QP1954  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.40   0.27      2.46
 QP1954  -------------------------------------------------------------------
 QP1954  NOTE: Click here for information on individual local accuracy
 QP1954  values and other accuracy information.
 QP1954
 QP1954
 QP1954.The horizontal coordinates were established by GPS observations
 QP1954.and adjusted by the National Geodetic Survey in February 2007.
 QP1954
 QP1954.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1954.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1954
 QP1954.The horizontal coordinates are valid at the epoch date displayed above
 QP1954.which is a decimal equivalence of Year/Month/Day.
 QP1954
 QP1954.The orthometric height was determined by differential leveling and
 QP1954.adjusted in June 1995.
 QP1954
 QP1954.Photographs are available for this station.
 QP1954
 QP1954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1954
 QP1954.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1954
 QP1954.The ellipsoidal height was determined by GPS observations
 QP1954.and is referenced to NAD 83.
 QP1954
 QP1954.The dynamic height is computed by dividing the NAVD 88
 QP1954.geopotential number by the normal gravity value computed on the
 QP1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1954.degrees latitude (g = 980.6199 gals.).
 QP1954
 QP1954.The modeled gravity was interpolated from observed gravity values.
 QP1954
 QP1954. The following values were computed from the NAD 83(2007) position.
 QP1954
 QP1954;                    North         East     Units Scale Factor Converg.
 QP1954;SPC MN S     -   339,357.150   756,459.145   MT  0.99998668   -0 23 17.2
 QP1954;SPC MN S     - 1,113,374.25  2,481,816.38   sFT  0.99998668   -0 23 17.2
 QP1954;UTM  15      - 5,001,101.150   377,870.202   MT  0.99978340   -1 06 06.1
 QP1954
 QP1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1954!SPC MN S     -   0.99995128  x   0.99998668  =   0.99993796
 QP1954!UTM  15      -   0.99995128  x   0.99978340  =   0.99973469
 QP1954
 QP1954                          SUPERSEDED SURVEY CONTROL
 QP1954
 QP1954  NAD 83(1996)-  45 09 10.15108(N)    094 33 13.34169(W) AD(       ) 1
 QP1954  ELLIP H (08/20/03)  310.796  (m)                       GP(       ) 3 1
 QP1954  NAVD 88 (08/20/03)  337.72   (m)         1108.0    (f) LEVELING    3  
 QP1954
 QP1954.Superseded values are not recommended for survey control.
 QP1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1954.See file dsdata.txt to determine how the superseded data were derived.
 QP1954
 QP1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7787001101(NAD 83)
 QP1954
 QP1954_MARKER: DV = VERTICAL CONTROL DISK
 QP1954_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1954_SP_SET: COPPER-CLAD STEEL ROD
 QP1954_STAMPING: 4704 H 1978
 QP1954_MARK LOGO: MNHD  
 QP1954_PROJECTION: FLUSH
 QP1954_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1954+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1954_ROD/PIPE-DEPTH: 13.4 meters
 QP1954
 QP1954  HISTORY     - Date     Condition        Report By
 QP1954  HISTORY     - 1978     MONUMENTED       MNDT
 QP1954  HISTORY     - 19930713 GOOD             MNDT
 QP1954  HISTORY     - 20021001 GOOD             MNDT
 QP1954  HISTORY     - 20050131 SEE DESCRIPTION  MNDT
 QP1954
 QP1954                          STATION DESCRIPTION
 QP1954
 QP1954'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1954'THE MARK IS LOCATED 2.6 MILES (4.2 KM) NORTHWEST ALONG TRUNK HIGHWAY
 QP1954'12 FROM ITS JUNCTION WITH TRUNK HIGHWAY 22 IN LITCHFIELD, NEAR THE
 QP1954'SOUTHWEST CORNER OF THE SE 1/4 OF SECTION 34, T120N, R31W, AT TRUNK
 QP1954'HIGHWAY 12 MILEPOINT 98.2.  THE MARK IS 74 FEET (22.6 M) NORTH AND 4
 QP1954'FEET (1.2 M) LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 12, 12 FEET
 QP1954'(3.7 M) EAST OF THE CENTER OF A FIELD ENTRANCE TO THE NORTH, 30.1
 QP1954'FEET (9.2 M) NORTH-NORTHWEST OF THE EAST OF THE EAST END AND 45.7
 QP1954'FEET (13.9 M) NORTHEAST OF THE WEST END OF AN 18-INCH DIAMETER METAL
 QP1954'CULVERT UNDER THE FIELD ENTRANCE, 1.6 FEET (0.5 M) WEST OF A
 QP1954'RIGHT-OF-WAY SIGN POST AND 0.8 FOOT (24.4 CM) SOUTH OF A STEEL
 QP1954'WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK
 QP1954'STAMPED ---4704 H 1978---, IS SET ON THE TOP OF A 5/8-INCH DIAMETER
 QP1954'BY 44-FOOT LONG COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT
 QP1954'PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE GROUND.
 QP1954
 QP1954                          STATION RECOVERY (1993)
 QP1954
 QP1954'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 QP1954'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1954
 QP1954                          STATION RECOVERY (2002)
 QP1954
 QP1954'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1954'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1954'4.1 FT (1.2 M) WEST OF R/W POST, FLUSH, MAGNETIC, AND SUITABLE FOR
 QP1954'GPS.  ROD DEPTH IS 44 FT.
 QP1954
 QP1954                          STATION RECOVERY (2005)
 QP1954
 QP1954'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1954'RECOVERED IN GOOD CONDITION.
 QP1954' 
 QP1954'NOTE-DISK HAS BEEN HIT AND APPEARS TO BE BENT ON THE NORTH AND SOUTH
 QP1954'SIDES, YET THE DISK REMAINS FIRMLY ATTACHED TO THE ROD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1952 ***********************************************************************
 QP1952  DESIGNATION -  4704 J
 QP1952  PID         -  QP1952
 QP1952  STATE/COUNTY-  MN/MEEKER
 QP1952  COUNTRY     -  US
 QP1952  USGS QUAD   -  LITCHFIELD NORTH (1994)
 QP1952
 QP1952                         *CURRENT SURVEY CONTROL
 QP1952  ______________________________________________________________________
 QP1952* NAD 83(1986) POSITION- 45 09 07.0    (N) 094 32 36.6    (W)   HD_HELD2  
 QP1952* NAVD 88 ORTHO HEIGHT -   338.236  (meters)    1109.70  (feet) ADJUSTED  
 QP1952  ______________________________________________________________________
 QP1952  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 QP1952  DYNAMIC HEIGHT  -        338.213 (meters)     1109.62  (feet) COMP
 QP1952  MODELED GRAVITY -    980,537.6   (mgal)                       NAVD 88
 QP1952
 QP1952  VERT ORDER      -  SECOND    CLASS I
 QP1952
 QP1952.The horizontal coordinates were established by autonomous hand held GPS
 QP1952.observations and have an estimated accuracy of +/- 10 meters.
 QP1952.
 QP1952.The orthometric height was determined by differential leveling and
 QP1952.adjusted in June 1995.
 QP1952
 QP1952.Photographs are available for this station.
 QP1952
 QP1952.The dynamic height is computed by dividing the NAVD 88
 QP1952.geopotential number by the normal gravity value computed on the
 QP1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1952.degrees latitude (g = 980.6199 gals.).
 QP1952
 QP1952.The modeled gravity was interpolated from observed gravity values.
 QP1952
 QP1952;                    North         East    Units  Estimated Accuracy
 QP1952;SPC MN S     -   339,254.      757,261.      MT  (+/- 10 meters HH2 GPS)
 QP1952
 QP1952                          SUPERSEDED SURVEY CONTROL
 QP1952
 QP1952.No superseded survey control is available for this station.
 QP1952
 QP1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7867000988(NAD 83)
 QP1952
 QP1952_MARKER: DB = BENCH MARK DISK
 QP1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1952_SP_SET: PREFAB CONC. POST IN EARTH
 QP1952_STAMPING: 4704 J 1978
 QP1952_MARK LOGO: MNHD  
 QP1952_PROJECTION: RECESSED 61 CENTIMETERS
 QP1952_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1952+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 QP1952
 QP1952  HISTORY     - Date     Condition        Report By
 QP1952  HISTORY     - 1978     MONUMENTED       MNDT
 QP1952  HISTORY     - 19930713 GOOD             MNDT
 QP1952  HISTORY     - 20021001 GOOD             MNDT
 QP1952  HISTORY     - 20050131 GOOD             MNDT
 QP1952
 QP1952                          STATION DESCRIPTION
 QP1952
 QP1952'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1952'THE MARK IS LOCATED 2.1 MILES (3.4 KM) NORTHWEST ALONG TRUNK HIGHWAY
 QP1952'12 FROM ITS INTERSECTION WITH TRUNK HIGHWAY 22 IN LITCHFIELD, NEAR
 QP1952'THE INTERSECTION WHERE TRUNK HIGHWAY 22 TURNS NORTH, IN THE NW 1/4 OF
 QP1952'SECTION 3, T119N, R31W, AT TRUNK HIGHWAY 12 MILEPOINT 98.7.  THE MARK
 QP1952'IS 154.2 FEET (47.0 M) SOUTHWEST AND 5 FEET (1.5 M) LOWER THAN THE
 QP1952'CENTERLINE OF TRUNK HIGHWAY 12, 97.5 FEET (29.7 M) EAST-NORTHEAST OF
 QP1952'A POWER POLE WITH A LIGHT AND TRANSFORMER, 5.2 FEET (1.6 M) SOUTH OF
 QP1952'A POWER POLE, 89.8 FEET (27.4 M) SOUTH OF A TELEPHONE PEDESTAL
 QP1952'NUMBERED 0201, 102.1 FEET (31.1 M) EAST-NORTHEAST OF THE NORTHEAST
 QP1952'CORNER OF A GREENHOUSE AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL
 QP1952'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK STAMPED
 QP1952'---4704 J 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE
 QP1952'POST THAT IS BURIED 6 INCHES BELOW THE SURFACE OF THE GROUND.
 QP1952
 QP1952                          STATION RECOVERY (1993)
 QP1952
 QP1952'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 QP1952'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1952
 QP1952                          STATION RECOVERY (2002)
 QP1952
 QP1952'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1952'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 QP1952'0.05 MI (0.08 KM) WEST OF TH 22.
 QP1952
 QP1952                          STATION RECOVERY (2005)
 QP1952
 QP1952'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1952'RECOVERED IN GOOD CONDITION.
 QP1952' 
 QP1952'NOTE-LOCATION DIRECTIONS AS FOLLOWS.  THE MARK IS LOCATED ABOUT 6.8 MI
 QP1952'(10.9 KM) EAST OF GROVE CITY, 5.3 MI (8.5 KM) SOUTHWEST OF FOREST CITY
 QP1952'AND 1.9 MI (3.1 KM) NORTH-NORTHWEST OF LITCHFIELD MINNESOTA.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6772 ***********************************************************************
 DH6772  DESIGNATION -  4704 L
 DH6772  PID         -  DH6772
 DH6772  STATE/COUNTY-  MN/MEEKER
 DH6772  COUNTRY     -  US
 DH6772  USGS QUAD   -  DARWIN (1982)
 DH6772
 DH6772                         *CURRENT SURVEY CONTROL
 DH6772  ______________________________________________________________________
 DH6772* NAD 83(1986) POSITION- 45 07 27.     (N) 094 29 13.     (W)   SCALED    
 DH6772* NAVD 88 ORTHO HEIGHT -   344.383  (meters)    1129.86  (feet) ADJUSTED  
 DH6772  ______________________________________________________________________
 DH6772  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DH6772  DYNAMIC HEIGHT  -        344.362 (meters)     1129.79  (feet) COMP
 DH6772  MODELED GRAVITY -    980,543.5   (mgal)                       NAVD 88
 DH6772
 DH6772  VERT ORDER      -  SECOND    CLASS I
 DH6772
 DH6772.The horizontal coordinates were scaled from a topographic map and have
 DH6772.an estimated accuracy of +/- 6 seconds.
 DH6772.
 DH6772.The orthometric height was determined by differential leveling and
 DH6772.adjusted in March 2006.
 DH6772
 DH6772.The dynamic height is computed by dividing the NAVD 88
 DH6772.geopotential number by the normal gravity value computed on the
 DH6772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6772.degrees latitude (g = 980.6199 gals.).
 DH6772
 DH6772.The modeled gravity was interpolated from observed gravity values.
 DH6772
 DH6772;                    North         East    Units  Estimated Accuracy
 DH6772;SPC MN S     -   336,140.      761,690.      MT  (+/- 180 meters Scaled)
 DH6772
 DH6772                          SUPERSEDED SURVEY CONTROL
 DH6772
 DH6772.No superseded survey control is available for this station.
 DH6772
 DH6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK830978(NAD 83)
 DH6772
 DH6772_MARKER: DV = VERTICAL CONTROL DISK
 DH6772_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6772_STAMPING: 4704 L 1993
 DH6772_MARK LOGO: MNDT  
 DH6772_PROJECTION: RECESSED 3 CENTIMETERS
 DH6772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6772+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH6772_ROD/PIPE-DEPTH: 18.3 meters
 DH6772
 DH6772  HISTORY     - Date     Condition        Report By
 DH6772  HISTORY     - 1993     MONUMENTED       MNDT
 DH6772
 DH6772                          STATION DESCRIPTION
 DH6772
 DH6772'DESCRIBED BY MN DEPT OF TRANSP 1993 (DHK)
 DH6772'THE MARK IS 2 MI (3.2 KM) EAST OF LITCHFIELD, 2.0 MI (3.2 KM) ESE
 DH6772'ALONG TH 12 FROM SOUTH JCT OF TH 12 AND TH 22 IN LITCHFIELD, 50 FT
 DH6772'(15.2 M) NORTH ON HUBBARD AVE, 1.0 FT (0.3 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6773 ***********************************************************************
 DH6773  DESIGNATION -  4704 M
 DH6773  PID         -  DH6773
 DH6773  STATE/COUNTY-  MN/MEEKER
 DH6773  COUNTRY     -  US
 DH6773  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6773
 DH6773                         *CURRENT SURVEY CONTROL
 DH6773  ______________________________________________________________________
 DH6773* NAD 83(1986) POSITION- 45 07 49.     (N) 094 30 08.     (W)   SCALED    
 DH6773* NAVD 88 ORTHO HEIGHT -   342.850  (meters)    1124.83  (feet) ADJUSTED  
 DH6773  ______________________________________________________________________
 DH6773  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DH6773  DYNAMIC HEIGHT  -        342.827 (meters)     1124.76  (feet) COMP
 DH6773  MODELED GRAVITY -    980,541.7   (mgal)                       NAVD 88
 DH6773
 DH6773  VERT ORDER      -  SECOND    CLASS I
 DH6773
 DH6773.The horizontal coordinates were scaled from a topographic map and have
 DH6773.an estimated accuracy of +/- 6 seconds.
 DH6773.
 DH6773.The orthometric height was determined by differential leveling and
 DH6773.adjusted in March 2006.
 DH6773
 DH6773.The dynamic height is computed by dividing the NAVD 88
 DH6773.geopotential number by the normal gravity value computed on the
 DH6773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6773.degrees latitude (g = 980.6199 gals.).
 DH6773
 DH6773.The modeled gravity was interpolated from observed gravity values.
 DH6773
 DH6773;                    North         East    Units  Estimated Accuracy
 DH6773;SPC MN S     -   336,830.      760,490.      MT  (+/- 180 meters Scaled)
 DH6773
 DH6773                          SUPERSEDED SURVEY CONTROL
 DH6773
 DH6773.No superseded survey control is available for this station.
 DH6773
 DH6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK818985(NAD 83)
 DH6773
 DH6773_MARKER: DV = VERTICAL CONTROL DISK
 DH6773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6773_STAMPING: 4704 M 1993
 DH6773_MARK LOGO: MNDT  
 DH6773_PROJECTION: RECESSED 3 CENTIMETERS
 DH6773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6773+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH6773_ROD/PIPE-DEPTH: 21.3 meters
 DH6773
 DH6773  HISTORY     - Date     Condition        Report By
 DH6773  HISTORY     - 1993     MONUMENTED       MNDT
 DH6773
 DH6773                          STATION DESCRIPTION
 DH6773
 DH6773'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 DH6773'THE MARK IS 1.25 MI (2.01 KM) EAST OF LITCHFIELD, 0.6 MI (1.0 KM)
 DH6773'NORTH ALONG CO RD 34 FROM JCT OF TH 12 AND CO RD 34 ON EAST SIDE OF
 DH6773'LITCHFIELD, 48.0 FT (14.6 M) EAST OF CO RD 34, 94.0 FT (28.7 M) NORTH
 DH6773'OF FARM ENT, 2.0 FT (0.6 M) SOUTH OF P-POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6774 ***********************************************************************
 DH6774  DESIGNATION -  4704 N
 DH6774  PID         -  DH6774
 DH6774  STATE/COUNTY-  MN/MEEKER
 DH6774  COUNTRY     -  US
 DH6774  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6774
 DH6774                         *CURRENT SURVEY CONTROL
 DH6774  ______________________________________________________________________
 DH6774* NAD 83(1986) POSITION- 45 07 52.     (N) 094 30 29.     (W)   SCALED    
 DH6774* NAVD 88 ORTHO HEIGHT -   341.445  (meters)    1120.22  (feet) ADJUSTED  
 DH6774  ______________________________________________________________________
 DH6774  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DH6774  DYNAMIC HEIGHT  -        341.422 (meters)     1120.15  (feet) COMP
 DH6774  MODELED GRAVITY -    980,541.3   (mgal)                       NAVD 88
 DH6774
 DH6774  VERT ORDER      -  SECOND    CLASS I
 DH6774
 DH6774.The horizontal coordinates were scaled from a topographic map and have
 DH6774.an estimated accuracy of +/- 6 seconds.
 DH6774.
 DH6774.The orthometric height was determined by differential leveling and
 DH6774.adjusted in March 2006.
 DH6774
 DH6774.The dynamic height is computed by dividing the NAVD 88
 DH6774.geopotential number by the normal gravity value computed on the
 DH6774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6774.degrees latitude (g = 980.6199 gals.).
 DH6774
 DH6774.The modeled gravity was interpolated from observed gravity values.
 DH6774
 DH6774;                    North         East    Units  Estimated Accuracy
 DH6774;SPC MN S     -   336,920.      760,030.      MT  (+/- 180 meters Scaled)
 DH6774
 DH6774                          SUPERSEDED SURVEY CONTROL
 DH6774
 DH6774.No superseded survey control is available for this station.
 DH6774
 DH6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK814986(NAD 83)
 DH6774
 DH6774_MARKER: DV = VERTICAL CONTROL DISK
 DH6774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6774_STAMPING: 4704 N 1993
 DH6774_MARK LOGO: MNDT  
 DH6774_PROJECTION: FLUSH
 DH6774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6774+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH6774_ROD/PIPE-DEPTH: 18.3 meters
 DH6774
 DH6774  HISTORY     - Date     Condition        Report By
 DH6774  HISTORY     - 1993     MONUMENTED       MNDT
 DH6774
 DH6774                          STATION DESCRIPTION
 DH6774
 DH6774'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 DH6774'THE MARK IS 1 MI (1.6 KM) EAST OF LITCHFIELD, 800 FT (243.8 M) WEST OF
 DH6774'JCT OF CO RD 11 AND CO RD 34, 44.5 FT (13.6 M) NORTH OF CO RD 11, 11.1
 DH6774'FT (3.4 M) NE OF P-POLE, 1.2 FT (0.4 M) EAST OF WOODEN FENCE, 1.0 FT
 DH6774'(0.3 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6775 ***********************************************************************
 DH6775  DESIGNATION -  4704 P
 DH6775  PID         -  DH6775
 DH6775  STATE/COUNTY-  MN/MEEKER
 DH6775  COUNTRY     -  US
 DH6775  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6775
 DH6775                         *CURRENT SURVEY CONTROL
 DH6775  ______________________________________________________________________
 DH6775* NAD 83(1986) POSITION- 45 08 12.5    (N) 094 30 18.6    (W)   HD_HELD2  
 DH6775* NAVD 88 ORTHO HEIGHT -   338.283  (meters)    1109.85  (feet) ADJUSTED  
 DH6775  ______________________________________________________________________
 DH6775  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DH6775  DYNAMIC HEIGHT  -        338.261 (meters)     1109.78  (feet) COMP
 DH6775  MODELED GRAVITY -    980,540.7   (mgal)                       NAVD 88
 DH6775
 DH6775  VERT ORDER      -  SECOND    CLASS I
 DH6775
 DH6775.The horizontal coordinates were established by autonomous hand held GPS
 DH6775.observations and have an estimated accuracy of +/- 10 meters.
 DH6775.
 DH6775.The orthometric height was determined by differential leveling and
 DH6775.adjusted in March 2006.
 DH6775
 DH6775.Photographs are available for this station.
 DH6775
 DH6775.The dynamic height is computed by dividing the NAVD 88
 DH6775.geopotential number by the normal gravity value computed on the
 DH6775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6775.degrees latitude (g = 980.6199 gals.).
 DH6775
 DH6775.The modeled gravity was interpolated from observed gravity values.
 DH6775
 DH6775;                    North         East    Units  Estimated Accuracy
 DH6775;SPC MN S     -   337,553.      760,265.      MT  (+/- 10 meters HH2 GPS)
 DH6775
 DH6775                          SUPERSEDED SURVEY CONTROL
 DH6775
 DH6775.No superseded survey control is available for this station.
 DH6775
 DH6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8165299249(NAD 83)
 DH6775
 DH6775_MARKER: DD = SURVEY DISK
 DH6775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6775_STAMPING: 4704 P 1993
 DH6775_MARK LOGO: MNDT  
 DH6775_PROJECTION: FLUSH
 DH6775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6775+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 DH6775_ROD/PIPE-DEPTH: 16.8 meters
 DH6775
 DH6775  HISTORY     - Date     Condition        Report By
 DH6775  HISTORY     - 1993     MONUMENTED       MNDT
 DH6775  HISTORY     - 20050131 GOOD             MNDT
 DH6775
 DH6775                          STATION DESCRIPTION
 DH6775
 DH6775'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 DH6775'THE MARK IS 1.25 MI (2.01 KM) ENE OF LITCHFIELD, 1.0 MI (1.6 KM) NORTH
 DH6775'ALONG CO RD 34 FROM JCT OF TH 12 AND CO RD 34 ON EAST SIDE OF
 DH6775'LITCHFIELD, 700 FT (213.4 M) WEST OF CO RD 34, 26 FT (7.9 M) NORTH OF
 DH6775'FIELD ENT, 29 FT (8.8 M) EAST OF CENTER OF DITCH, 1.0 FT (0.3 M) SOUTH
 DH6775'OF WIT POST.
 DH6775
 DH6775                          STATION RECOVERY (2005)
 DH6775
 DH6775'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH6775'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST-NORTHWEST OF DARWIN,
 DH6775'5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF FOREST CITY AND 1.25 MI (2.0 KM)
 DH6775'EAST-NORTHEAST OF LITCHFIELD.
 DH6775' 
 DH6775'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 34,
 DH6775'GO 0.7 MI (1.1 KM) NORTH ALONG COUNTY ROAD 34, THENCE 0.25 MI (0.4 KM)
 DH6775'WEST ON COUNTY ROAD 11 (EAST FIFTH STREET), THENCE 0.40 MI (0.6 KM)
 DH6775'NORTH ON COTTONWOOD AVENUE NORTH, THENCE 200 FT (61.0 M) EAST ACROSS A
 DH6775'DITCH.
 DH6775' 
 DH6775'THE MARK IS FOUND 700 FT (213.4 M) WEST OF COUNTY ROAD 34, 26 FT (7.9
 DH6775'M) NORTH OF A FIELD ENTRANCE, 29 FT (8.8 M) EAST OF CENTER OF A DITCH,
 DH6775'1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4728 ***********************************************************************
 DM4728  DESIGNATION -  4704 Q RESET
 DM4728  PID         -  DM4728
 DM4728  STATE/COUNTY-  MN/MEEKER
 DM4728  COUNTRY     -  US
 DM4728  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DM4728
 DM4728                         *CURRENT SURVEY CONTROL
 DM4728  ______________________________________________________________________
 DM4728* NAD 83(1986) POSITION- 45 08 44.8    (N) 094 30 29.2    (W)   HD_HELD2  
 DM4728* NAVD 88 ORTHO HEIGHT -   337.729  (meters)    1108.03  (feet) ADJUSTED  
 DM4728  ______________________________________________________________________
 DM4728  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DM4728  DYNAMIC HEIGHT  -        337.706 (meters)     1107.96  (feet) COMP
 DM4728  MODELED GRAVITY -    980,539.6   (mgal)                       NAVD 88
 DM4728
 DM4728  VERT ORDER      -  SECOND    CLASS I
 DM4728
 DM4728.The horizontal coordinates were established by autonomous hand held GPS
 DM4728.observations and have an estimated accuracy of +/- 10 meters.
 DM4728.
 DM4728.The orthometric height was determined by differential leveling and
 DM4728.adjusted in June 2011.
 DM4728
 DM4728.The dynamic height is computed by dividing the NAVD 88
 DM4728.geopotential number by the normal gravity value computed on the
 DM4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4728.degrees latitude (g = 980.6199 gals.).
 DM4728
 DM4728.The modeled gravity was interpolated from observed gravity values.
 DM4728
 DM4728;                    North         East    Units  Estimated Accuracy
 DM4728;SPC MN S     -   338,551.      760,040.      MT  (+/- 10 meters HH2 GPS)
 DM4728
 DM4728                          SUPERSEDED SURVEY CONTROL
 DM4728
 DM4728.No superseded survey control is available for this station.
 DM4728
 DM4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8143900250(NAD 83)
 DM4728
 DM4728_MARKER: DD = SURVEY DISK
 DM4728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4728_STAMPING: 4704 Q RESET 2005
 DM4728_MARK LOGO: MNDT  
 DM4728_PROJECTION: RECESSED 10 CENTIMETERS
 DM4728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4728+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 DM4728_ROD/PIPE-DEPTH: 10.7 meters
 DM4728
 DM4728  HISTORY     - Date     Condition        Report By
 DM4728  HISTORY     - 20050125 MONUMENTED       MNDT
 DM4728
 DM4728                          STATION DESCRIPTION
 DM4728
 DM4728'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DM4728'THE MARK IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF DARWIN, 4.7 MI
 DM4728'(7.6 KM) SOUTH-SOUTHWEST OF FOREST CITY AND 1.6 MI (2.6 KM) NORTHEAST
 DM4728'OF LITCHFIELD.
 DM4728' 
 DM4728'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 DM4728'HIGHWAY 24, GO 1.3 MI (2.1 KM) EAST ALONG TRUNK HIGHWAY 24 TO MILE
 DM4728'POINT 1.3 AND MARK ON THE RIGHT.
 DM4728' 
 DM4728'THE MARK IS FOUND 72.5 FT (22.1 M) SOUTH OF TRUNK HIGHWAY 24, 2.0 FT
 DM4728'(0.6 M) WEST OF A POWER POLE AND 1.0 FT (0.3 M) WEST OF ITS WITNESS
 DM4728'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6777 ***********************************************************************
 DH6777  DESIGNATION -  4704 R
 DH6777  PID         -  DH6777
 DH6777  STATE/COUNTY-  MN/MEEKER
 DH6777  COUNTRY     -  US
 DH6777  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6777
 DH6777                         *CURRENT SURVEY CONTROL
 DH6777  ______________________________________________________________________
 DH6777* NAD 83(1986) POSITION- 45 08 55.1    (N) 094 30 38.4    (W)   HD_HELD2  
 DH6777* NAVD 88 ORTHO HEIGHT -   336.584  (meters)    1104.28  (feet) ADJUSTED  
 DH6777  ______________________________________________________________________
 DH6777  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DH6777  DYNAMIC HEIGHT  -        336.561 (meters)     1104.20  (feet) COMP
 DH6777  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DH6777
 DH6777  VERT ORDER      -  SECOND    CLASS I
 DH6777
 DH6777.The horizontal coordinates were established by autonomous hand held GPS
 DH6777.observations and have an estimated accuracy of +/- 10 meters.
 DH6777.
 DH6777.The orthometric height was determined by differential leveling and
 DH6777.adjusted in March 2006.
 DH6777
 DH6777.Photographs are available for this station.
 DH6777
 DH6777.The dynamic height is computed by dividing the NAVD 88
 DH6777.geopotential number by the normal gravity value computed on the
 DH6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6777.degrees latitude (g = 980.6199 gals.).
 DH6777
 DH6777.The modeled gravity was interpolated from observed gravity values.
 DH6777
 DH6777;                    North         East    Units  Estimated Accuracy
 DH6777;SPC MN S     -   338,870.      759,841.      MT  (+/- 10 meters HH2 GPS)
 DH6777
 DH6777                          SUPERSEDED SURVEY CONTROL
 DH6777
 DH6777.No superseded survey control is available for this station.
 DH6777
 DH6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8124400572(NAD 83)
 DH6777
 DH6777_MARKER: DV = VERTICAL CONTROL DISK
 DH6777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6777_STAMPING: 4704 R 1993
 DH6777_MARK LOGO: MNDT  
 DH6777_PROJECTION: RECESSED 5 CENTIMETERS
 DH6777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6777+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005
 DH6777_ROD/PIPE-DEPTH:  7.6 meters
 DH6777
 DH6777  HISTORY     - Date     Condition        Report By
 DH6777  HISTORY     - 1993     MONUMENTED       MNDT
 DH6777  HISTORY     - 20050131 GOOD             MNDT
 DH6777
 DH6777                          STATION DESCRIPTION
 DH6777
 DH6777'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 DH6777'THE MARK IS 1.25 MI (2.01 KM) NE OF LITCHFIELD, 1.0 MI (1.6 KM) NE
 DH6777'ALONG TH 24 FROM JCT OF TH 12 AND TH 24 AT NORTH EDGE OF LITCHFIELD,
 DH6777'AT TH 24 MP 1.15, 1400 FT (426.7 M) NE OF CO RD 24, 14 FT (4.3 M)
 DH6777'SOUTH OF FARM ENT, 54.6 FT (16.6 M) SW OF SW COR OF HOUSE, 1.4 FT (0.4
 DH6777'M) NORTH OF FENCE COR, 1.0 FT (0.3 M) NORTH OF WIT POST.
 DH6777
 DH6777                          STATION RECOVERY (2005)
 DH6777
 DH6777'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DH6777'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTHWEST OF DARWIN, 4.5 MI
 DH6777'(7.2 KM) SOUTH-SOUTHWEST OF FOREST CITY AND 1.7 MI (2.7 KM)
 DH6777'NORTH-NORTHEAST OF LITCHFIELD.
 DH6777' 
 DH6777'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 DH6777'HIGHWAY 24 IN LITCHFIELD, GO 1.0 MI (1.6 KM) NORTHEAST ALONG TRUNK
 DH6777'HIGHWAY 24 TO MILE POINT 1.15, THENCE 0.20 MI (0.3 KM) NORTHEAST ON A
 DH6777'FARM DRIVE TO ADDRESS NUMBER 62502 AND TO MARK ON THE LEFT.
 DH6777' 
 DH6777'THE MARK IS FOUND 1340 FT (408.4 M) NORTHEAST UP THE DRIVE FROM COUNTY
 DH6777'ROAD 24, 54.6 FT (16.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DH6777'HOUSE, 14 FT (4.3 M) SOUTH OF A FARM ENTRANCE, 1.4 FT (0.4 M) NORTH OF
 DH6777'A FENCE CORNER AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6778 ***********************************************************************
 DH6778  DESIGNATION -  4704 S
 DH6778  PID         -  DH6778
 DH6778  STATE/COUNTY-  MN/MEEKER
 DH6778  COUNTRY     -  US
 DH6778  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6778
 DH6778                         *CURRENT SURVEY CONTROL
 DH6778  ______________________________________________________________________
 DH6778* NAD 83(1986) POSITION- 45 09 10.0    (N) 094 31 22.3    (W)   HD_HELD2  
 DH6778* NAVD 88 ORTHO HEIGHT -   339.622  (meters)    1114.24  (feet) ADJUSTED  
 DH6778  ______________________________________________________________________
 DH6778  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DH6778  DYNAMIC HEIGHT  -        339.599 (meters)     1114.17  (feet) COMP
 DH6778  MODELED GRAVITY -    980,538.3   (mgal)                       NAVD 88
 DH6778
 DH6778  VERT ORDER      -  SECOND    CLASS I
 DH6778
 DH6778.The horizontal coordinates were established by autonomous hand held GPS
 DH6778.observations and have an estimated accuracy of +/- 10 meters.
 DH6778.
 DH6778.The orthometric height was determined by differential leveling and
 DH6778.adjusted in March 2006.
 DH6778
 DH6778.The dynamic height is computed by dividing the NAVD 88
 DH6778.geopotential number by the normal gravity value computed on the
 DH6778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6778.degrees latitude (g = 980.6199 gals.).
 DH6778
 DH6778.The modeled gravity was interpolated from observed gravity values.
 DH6778
 DH6778;                    North         East    Units  Estimated Accuracy
 DH6778;SPC MN S     -   339,337.      758,885.      MT  (+/- 10 meters HH2 GPS)
 DH6778
 DH6778                          SUPERSEDED SURVEY CONTROL
 DH6778
 DH6778.No superseded survey control is available for this station.
 DH6778
 DH6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8029401050(NAD 83)
 DH6778
 DH6778_MARKER: DD = SURVEY DISK
 DH6778_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6778_STAMPING: 4704 S 1993
 DH6778_MARK LOGO: MNDT  
 DH6778_PROJECTION: FLUSH
 DH6778_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6778+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH6778_ROD/PIPE-DEPTH:  9.1 meters
 DH6778
 DH6778  HISTORY     - Date     Condition        Report By
 DH6778  HISTORY     - 1993     MONUMENTED       MNDT
 DH6778
 DH6778                          STATION DESCRIPTION
 DH6778
 DH6778'DESCRIBED BY MN DEPT OF TRANSP 1993 (DHK)
 DH6778'THE MARK IS 1.5 MI (2.4 KM) NORTH OF LITCHFIELD, 0.4 MI (0.6 KM) EAST
 DH6778'ALONG TH 12 AND TH 24 TO TH 24 MP 0.4 (2 MI NORTH OF LITCHFIELD) ,
 DH6778'THENCE 0.75 MI (1.21 KM) NORTH ALONG GRAVEL RD, 30.0 FT (9.1 M) EAST
 DH6778'OF GRAVEL RD, 53 FT (16.2 M) NORTH OF ENT, 2.1 FT (0.6 M) NORTH OF
 DH6778'P-POLE, 1.0 FT (0.3 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6779 ***********************************************************************
 DH6779  DESIGNATION -  4704 T
 DH6779  PID         -  DH6779
 DH6779  STATE/COUNTY-  MN/MEEKER
 DH6779  COUNTRY     -  US
 DH6779  USGS QUAD   -  LITCHFIELD NORTH (1994)
 DH6779
 DH6779                         *CURRENT SURVEY CONTROL
 DH6779  ______________________________________________________________________
 DH6779* NAD 83(1986) POSITION- 45 09 12.     (N) 094 31 50.     (W)   SCALED    
 DH6779* NAVD 88 ORTHO HEIGHT -   338.038  (meters)    1109.05  (feet) ADJUSTED  
 DH6779  ______________________________________________________________________
 DH6779  GEOID HEIGHT    -        -26.97  (meters)                     GEOID09
 DH6779  DYNAMIC HEIGHT  -        338.014 (meters)     1108.97  (feet) COMP
 DH6779  MODELED GRAVITY -    980,537.9   (mgal)                       NAVD 88
 DH6779
 DH6779  VERT ORDER      -  SECOND    CLASS I
 DH6779
 DH6779.The horizontal coordinates were scaled from a topographic map and have
 DH6779.an estimated accuracy of +/- 6 seconds.
 DH6779.
 DH6779.The orthometric height was determined by differential leveling and
 DH6779.adjusted in March 2006.
 DH6779
 DH6779.The dynamic height is computed by dividing the NAVD 88
 DH6779.geopotential number by the normal gravity value computed on the
 DH6779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6779.degrees latitude (g = 980.6199 gals.).
 DH6779
 DH6779.The modeled gravity was interpolated from observed gravity values.
 DH6779
 DH6779;                    North         East    Units  Estimated Accuracy
 DH6779;SPC MN S     -   339,400.      758,280.      MT  (+/- 180 meters Scaled)
 DH6779
 DH6779                          SUPERSEDED SURVEY CONTROL
 DH6779
 DH6779.No superseded survey control is available for this station.
 DH6779
 DH6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL796011(NAD 83)
 DH6779
 DH6779_MARKER: DV = VERTICAL CONTROL DISK
 DH6779_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH6779_STAMPING: 4704 T 1993
 DH6779_MARK LOGO: MNDT  
 DH6779_PROJECTION: RECESSED 3 CENTIMETERS
 DH6779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH6779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6779+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH6779_ROD/PIPE-DEPTH:  9.1 meters
 DH6779
 DH6779  HISTORY     - Date     Condition        Report By
 DH6779  HISTORY     - 1993     MONUMENTED       MNDT
 DH6779
 DH6779                          STATION DESCRIPTION
 DH6779
 DH6779'DESCRIBED BY MN DEPT OF TRANSP 1993 (DKH)
 DH6779'THE MARK IS 1 MI (1.6 KM) NORTH OF LITCHFIELD, 1.0 MI (1.6 KM) EAST
 DH6779'ALONG TH 24 FROM JCT OF TH 12 AND TH 24 (2 MI NORTH OF LITCHFIELD,) TO
 DH6779'TH 24 MP 0.4 THENCE 0.75 MI (1.21 KM) NORTH ALONG GRAVEL RD, THENCE
 DH6779'0.3 MI (0.5 KM) WEST ALONG GRAVEL RD, 1.2 FT (0.4 M) SE OF SE COR OF
 DH6779'BLDG, 1.3 FT (0.4 M) SE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0334 ***********************************************************************
 QP0334  DESIGNATION -  4705 A
 QP0334  PID         -  QP0334
 QP0334  STATE/COUNTY-  MN/MEEKER
 QP0334  COUNTRY     -  US
 QP0334  USGS QUAD   -  DARWIN (1982)
 QP0334
 QP0334                         *CURRENT SURVEY CONTROL
 QP0334  ______________________________________________________________________
 QP0334* NAD 83(1986) POSITION- 45 07 00.     (N) 094 28 49.     (W)   SCALED    
 QP0334* NAVD 88 ORTHO HEIGHT -   342.288  (meters)    1122.99  (feet) ADJUSTED  
 QP0334  ______________________________________________________________________
 QP0334  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 QP0334  DYNAMIC HEIGHT  -        342.267 (meters)     1122.92  (feet) COMP
 QP0334  MODELED GRAVITY -    980,545.0   (mgal)                       NAVD 88
 QP0334
 QP0334  VERT ORDER      -  SECOND    CLASS I
 QP0334
 QP0334.The horizontal coordinates were scaled from a topographic map and have
 QP0334.an estimated accuracy of +/- 6 seconds.
 QP0334.
 QP0334.The orthometric height was determined by differential leveling and
 QP0334.adjusted in March 2006.
 QP0334
 QP0334.The dynamic height is computed by dividing the NAVD 88
 QP0334.geopotential number by the normal gravity value computed on the
 QP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0334.degrees latitude (g = 980.6199 gals.).
 QP0334
 QP0334.The modeled gravity was interpolated from observed gravity values.
 QP0334
 QP0334;                    North         East    Units  Estimated Accuracy
 QP0334;SPC MN S     -   335,300.      762,210.      MT  (+/- 180 meters Scaled)
 QP0334
 QP0334                          SUPERSEDED SURVEY CONTROL
 QP0334
 QP0334  NAVD 88 (06/15/91)  342.278  (m)         1122.96   (f) SUPERSEDED  2 1
 QP0334  NGVD 29 (??/??/92)  342.196  (m)         1122.69   (f) ADJ UNCH    2 1
 QP0334
 QP0334.Superseded values are not recommended for survey control.
 QP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0334.See file dsdata.txt to determine how the superseded data were derived.
 QP0334
 QP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK835969(NAD 83)
 QP0334
 QP0334_MARKER: DD = SURVEY DISK
 QP0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0334_SP_SET: 56 FT.
 QP0334_STAMPING: 4705 A 1976
 QP0334_MARK LOGO: MNHD  
 QP0334_MAGNETIC: I = MARKER IS A STEEL ROD
 QP0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0334+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1993
 QP0334
 QP0334  HISTORY     - Date     Condition        Report By
 QP0334  HISTORY     - 1976     MONUMENTED       MNDT
 QP0334  HISTORY     - 19930713 GOOD             MNDT
 QP0334
 QP0334                          STATION DESCRIPTION
 QP0334
 QP0334'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0334'2.4 MI ESE FROM LITCHFIELD.
 QP0334'THE MARK IS LOCATED 2.4 MILES EAST-SOUTHEAST ALONG TRUNK HIGHWAY 12
 QP0334'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAYS 12 AND 22 IN LITCHFIELD, AND
 QP0334'3.75 MILES WEST-NORTHWEST ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF
 QP0334'TRUNK HIGHWAY 12 AND COUNTY ROAD 14 AT DARWIN.  IT IS AT TRUNK HIGHWAY
 QP0334'12 MILEPOINT 103.15.  IT IS 208.0 FEET NORTH OF AND ABOUT 5 FEET LOWER
 QP0334'THAN THE CENTERLINE OF TRUNK HIGHWAY 12, 103.0 FEET EAST OF THE CENTER
 QP0334'OF A DRIVEWAY NORTH, AND 7.4 FEET WEST OF A 36 INCH POPLAR. IT IS A
 QP0334'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM)
 QP0334'DISK CRIMPED TO THE TOP OF 56 FEET OF COPPER-CLAD STEEL ROD DRIVEN
 QP0334'INTO THE GROUND TO REFUSAL.  IT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 QP0334'THE GROUND AND IS 1.0 FOOT SOUTH OF A STEEL WITNESS POST. NW 1/4
 QP0334'SECTION 17, T119N, R30W.
 QP0334
 QP0334                          STATION RECOVERY (1993)
 QP0334
 QP0334'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (WAS)
 QP0334'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0327 ***********************************************************************
 QP0327  DESIGNATION -  4705 B
 QP0327  PID         -  QP0327
 QP0327  STATE/COUNTY-  MN/MEEKER
 QP0327  COUNTRY     -  US
 QP0327  USGS QUAD   -  DARWIN (1982)
 QP0327
 QP0327                         *CURRENT SURVEY CONTROL
 QP0327  ______________________________________________________________________
 QP0327* NAD 83(1986) POSITION- 45 06 18.     (N) 094 25 49.     (W)   SCALED    
 QP0327* NAVD 88 ORTHO HEIGHT -   343.270  (meters)    1126.21  (feet) ADJUSTED  
 QP0327  ______________________________________________________________________
 QP0327  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 QP0327  DYNAMIC HEIGHT  -        343.251 (meters)     1126.15  (feet) COMP
 QP0327  MODELED GRAVITY -    980,550.1   (mgal)                       NAVD 88
 QP0327
 QP0327  VERT ORDER      -  SECOND    CLASS I
 QP0327
 QP0327.The horizontal coordinates were scaled from a topographic map and have
 QP0327.an estimated accuracy of +/- 6 seconds.
 QP0327.
 QP0327.The orthometric height was determined by differential leveling and
 QP0327.adjusted in June 1991.
 QP0327
 QP0327.The dynamic height is computed by dividing the NAVD 88
 QP0327.geopotential number by the normal gravity value computed on the
 QP0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0327.degrees latitude (g = 980.6199 gals.).
 QP0327
 QP0327.The modeled gravity was interpolated from observed gravity values.
 QP0327
 QP0327;                    North         East    Units  Estimated Accuracy
 QP0327;SPC MN S     -   333,980.      766,140.      MT  (+/- 180 meters Scaled)
 QP0327
 QP0327                          SUPERSEDED SURVEY CONTROL
 QP0327
 QP0327  NGVD 29 (??/??/92)  343.192  (m)         1125.96   (f) ADJ UNCH    2 1
 QP0327
 QP0327.Superseded values are not recommended for survey control.
 QP0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0327.See file dsdata.txt to determine how the superseded data were derived.
 QP0327
 QP0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK874956(NAD 83)
 QP0327
 QP0327_MARKER: DD = SURVEY DISK
 QP0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0327_SP_SET: 40 FT.
 QP0327_STAMPING: 4705 B 1976
 QP0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0327
 QP0327  HISTORY     - Date     Condition        Report By
 QP0327  HISTORY     - 1976     MONUMENTED       MNDT
 QP0327
 QP0327                          STATION DESCRIPTION
 QP0327
 QP0327'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0327'1.15 MI WNW FROM DARWIN.
 QP0327'THE MARK IS LOCATED 1.15 MILES WEST-NORTHWEST ALONG TRUNK HIGHWAY 12
 QP0327'FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 14 AT
 QP0327'DARWIN AND 5.0 MILES EAST-SOUTHEAST ALONG TRUNK HIGHWAY 12 FROM THE
 QP0327'SOUTH JUNCTION OF TRUNK HIGHWAYS 12 AND 22 IN LITCHFIELD.  IT IS AT
 QP0327'TRUNK HIGHWAY 12 MILEPOINT 105.75.  IT IS 188.0 FEET SOUTH OF THE
 QP0327'CENTERLINE OF TRUNK HIGHWAY 12, 41.4 FEET SOUTH OF AND ABOUT 4 FEET
 QP0327'LOWER THAN THE SOUTH RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS,
 QP0327'23.0 FEET WEST OF THE CENTER OF A FIELD ENTRANCE SOUTH, 38.9 FEET
 QP0327'SOUTHWEST OF A RAILROAD CROSSING POST, AND 4.1 FEET SOUTH-SOUTHWEST OF
 QP0327'A TELEGRAPH POLE.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 QP0327'VERTICAL CONTROL MONUMENT (VCM) DISK CRIMPED TO THE TOP OF 40 FEET OF
 QP0327'COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.  IT PROJECTS 2 INCHES ABOVE
 QP0327'THE SURFACE OF THE GROUND AND IS 1.0 FEET NORTH-NORTHEAST OF A STEEL
 QP0327'WITNESS POST.  NW 1/4 SECTIOIN 22, T 119N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0321 ***********************************************************************
 QP0321  DESIGNATION -  4705 C
 QP0321  PID         -  QP0321
 QP0321  STATE/COUNTY-  MN/MEEKER
 QP0321  COUNTRY     -  US
 QP0321  USGS QUAD   -  DARWIN (1982)
 QP0321
 QP0321                         *CURRENT SURVEY CONTROL
 QP0321  ______________________________________________________________________
 QP0321* NAD 83(1986) POSITION- 45 05 42.     (N) 094 24 01.     (W)   SCALED    
 QP0321* NAVD 88 ORTHO HEIGHT -   338.649  (meters)    1111.05  (feet) ADJUSTED  
 QP0321  ______________________________________________________________________
 QP0321  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 QP0321  DYNAMIC HEIGHT  -        338.629 (meters)     1110.99  (feet) COMP
 QP0321  MODELED GRAVITY -    980,548.6   (mgal)                       NAVD 88
 QP0321
 QP0321  VERT ORDER      -  SECOND    CLASS I
 QP0321
 QP0321.The horizontal coordinates were scaled from a topographic map and have
 QP0321.an estimated accuracy of +/- 6 seconds.
 QP0321.
 QP0321.The orthometric height was determined by differential leveling and
 QP0321.adjusted in June 1991.
 QP0321
 QP0321.The dynamic height is computed by dividing the NAVD 88
 QP0321.geopotential number by the normal gravity value computed on the
 QP0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0321.degrees latitude (g = 980.6199 gals.).
 QP0321
 QP0321.The modeled gravity was interpolated from observed gravity values.
 QP0321
 QP0321;                    North         East    Units  Estimated Accuracy
 QP0321;SPC MN S     -   332,860.      768,490.      MT  (+/- 180 meters Scaled)
 QP0321
 QP0321                          SUPERSEDED SURVEY CONTROL
 QP0321
 QP0321  NGVD 29 (??/??/92)  338.570  (m)         1110.79   (f) ADJ UNCH    2 1
 QP0321
 QP0321.Superseded values are not recommended for survey control.
 QP0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0321.See file dsdata.txt to determine how the superseded data were derived.
 QP0321
 QP0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK898944(NAD 83)
 QP0321
 QP0321_MARKER: DD = SURVEY DISK
 QP0321_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0321_SP_SET: 40 FT.
 QP0321_STAMPING: 4705 C 1976
 QP0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0321
 QP0321  HISTORY     - Date     Condition        Report By
 QP0321  HISTORY     - 1976     MONUMENTED       MNDT
 QP0321
 QP0321                          STATION DESCRIPTION
 QP0321
 QP0321'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0321'0.55 MI ESE FROM DARWIN.
 QP0321'THE MARK IS LOCATED 0.55 MILE EAST-SOUTHEAST ALONG TRUNK HIGHWAY 12
 QP0321'FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND COUNTY ROAD 14 AT DARWIN AND
 QP0321'3.95 MILES WEST-NORTHWEST ALONG TRUNK HIGHWAY 12 FROM THE WEST
 QP0321'JUNCTION OF TRUNK HIGHWAYS 12 AND 15 WEST OF DASSEL.  IT IS AT TRUNK
 QP0321'HIGHWAY 12 MILEPOINT 107.4.  IT IS 139.0 FEET NORTH-NORTHEAST OF AND
 QP0321'ABOUT LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 12, 70.0 FEET WEST OF
 QP0321'THE CENTER OF COUNTY ROAD 24, 13.0 FEET NORTH OF THE CENTER OF A FIELD
 QP0321'ENTRANCE WEST, 7.5 FEET SOUTHWEST OF TWIN 18 INCH OAK TREES. AND 90.0
 QP0321'FEET NORTH-NORTHWEST OF POWER POLE NUMBER F 71.  IT IS A STANDARD
 QP0321'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 QP0321'CRIMPED TO THE TOP OF 40 FEET OF COPPER-CLAD STEEL ROAD WHICH WAS
 QP0321'DRIVEN INTO THE GROUND TO REFUSAL.  IT IS FLUSH WITH THE SURFACE OF
 QP0321'THE GROUND AND IS 0.9 FOOT SOUTH OF A STEEL WITNESS POST.  SE 1/4
 QP0321'SECTION 24, T 119N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0306 ***********************************************************************
 QP0306  DESIGNATION -  4705 D
 QP0306  PID         -  QP0306
 QP0306  STATE/COUNTY-  MN/MEEKER
 QP0306  COUNTRY     -  US
 QP0306  USGS QUAD   -  DASSEL (1982)
 QP0306
 QP0306                         *CURRENT SURVEY CONTROL
 QP0306  ______________________________________________________________________
 QP0306* NAD 83(1986) POSITION- 45 04 56.0    (N) 094 20 21.0    (W)   HD_HELD2  
 QP0306* NAVD 88 ORTHO HEIGHT -   336.022  (meters)    1102.43  (feet) ADJUSTED  
 QP0306  ______________________________________________________________________
 QP0306  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 QP0306  DYNAMIC HEIGHT  -        336.001 (meters)     1102.36  (feet) COMP
 QP0306  MODELED GRAVITY -    980,544.6   (mgal)                       NAVD 88
 QP0306
 QP0306  VERT ORDER      -  SECOND    CLASS I
 QP0306
 QP0306.The horizontal coordinates were established by autonomous hand held GPS
 QP0306.observations and have an estimated accuracy of +/- 10 meters.
 QP0306.
 QP0306.The orthometric height was determined by differential leveling and
 QP0306.adjusted in June 1991.
 QP0306
 QP0306.The dynamic height is computed by dividing the NAVD 88
 QP0306.geopotential number by the normal gravity value computed on the
 QP0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0306.degrees latitude (g = 980.6199 gals.).
 QP0306
 QP0306.The modeled gravity was interpolated from observed gravity values.
 QP0306
 QP0306;                    North         East    Units  Estimated Accuracy
 QP0306;SPC MN S     -   331,419.      773,297.      MT  (+/- 10 meters HH2 GPS)
 QP0306
 QP0306                          SUPERSEDED SURVEY CONTROL
 QP0306
 QP0306  NGVD 29 (??/??/92)  335.943  (m)         1102.17   (f) ADJ UNCH    2 1
 QP0306
 QP0306.Superseded values are not recommended for survey control.
 QP0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0306.See file dsdata.txt to determine how the superseded data were derived.
 QP0306
 QP0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9460492956(NAD 83)
 QP0306
 QP0306_MARKER: DV = VERTICAL CONTROL DISK
 QP0306_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP0306_SP_SET: 48 FT.
 QP0306_STAMPING: 4705 D 1976
 QP0306_MARK LOGO: MNDT  
 QP0306_PROJECTION: FLUSH
 QP0306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0306+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 QP0306
 QP0306  HISTORY     - Date     Condition        Report By
 QP0306  HISTORY     - 1976     MONUMENTED       MNDT
 QP0306  HISTORY     - 20021010 POOR             MNDT
 QP0306
 QP0306                          STATION DESCRIPTION
 QP0306
 QP0306'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0306'1.35 MI W FROM DASSEL.
 QP0306'THE MARK IS LOCATED 0.7 MILE WEST ALONG TRUNK HIGHWAY 12 FROM THE WEST
 QP0306'JUNCTION OF TRUNK HIGHWAYS 12 AND 15 AND 1.35 MILES WEST ALONG TRUNK
 QP0306'HIGHWAY 12 FROM THE EAST JUNCTION OF TRUNK HIGHWAYS 12 AND 15 AT
 QP0306'DASSEL.  IT IS AT TRUNK HIGHWAY 12 MILEPOINT 110.65.  IT IS SOUTH OF
 QP0306'TRUNK HIGHWAY 12, 37.8 FEET SOUTH OF AND ABOUT 1 FOOT LOWER THAN THE
 QP0306'SOUTH RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 26.9 FEET SOUTH
 QP0306'OF A RAILROAD WHISTLE POST, 22.2 FEET EAST-SOUTHEAST OF THE EAST END
 QP0306'OF A 24 INCH CORRUGATED METAL CULVERT UNDER A FIELD ROAD SOUTH, AND
 QP0306'30.4 FEET WEST OF TELEGRAPH POLE NUMBER E 46.  IT IS A STANDARD
 QP0306'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK
 QP0306'CRIMPED TO THE TOP OF 48 FEET OF COPPER-CLAD STEEL ROD WHICH WAS
 QP0306'DRIVEN INTO THE GROUND TO REFUSAL.  IT PROJECTS 1 INCH ABOVE THE
 QP0306'SURFACE OF THE GROUND AND IS 1.7 FEET NORTH OF A STEEL WITNESS POST.
 QP0306'SE 1/4 SECTION 29, T 119N, R 29W.
 QP0306
 QP0306                          STATION RECOVERY (2002)
 QP0306
 QP0306'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 QP0306'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) WEST OF COKATO, 3.7 MI
 QP0306'(6.0 KM) EAST-SOUTHEAST OF DARWIN AND 1.5 MI (2.4 KM) WEST OF DASSEL,
 QP0306'MINNESOTA.
 QP0306' 
 QP0306'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 12 FROM EAST JUNCTION
 QP0306'OF TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 15, GO 1.35 MI (2.2 KM) WEST ON
 QP0306'TRUNK HIGHWAY 12 TO MILE POINT 110.55.  FROM THE WEST JUNCTION OF
 QP0306'TRUNK HIGHWAY 12 AND TRUNK HIGHWAY 15 AT DASSEL, GO 0.7 MI (1.1 KM)
 QP0306'WEST ON TRUNK HIGHWAY 12 TO THE STATION ON THE LEFT.
 QP0306' 
 QP0306'THE MARK IS FOUND 37.8 FT (11.5 M) SOUTH OF SOUTH RAIL OF THE RAILROAD
 QP0306'TRACKS, 26.9 FT (8.2 M) SOUTH OF THE RAILROAD WHISTLE POST, 22.2 FT
 QP0306'(6.8 M) EAST-SOUTHEAST OF THE CULVERT UNDER FIELD ROAD SOUTH, 30.4 FT
 QP0306'(9.3 M) WEST OF TELEPHONE POLE NUMBER E-46 AND 1.7 FT (0.5 M) NORTH OF
 QP0306'ITS WITNESS POST.
 QP0306' 
 QP0306'THE MARK WAS RECOVERED IN POOR CONDITION AS DESCRIBED.  THE MARK
 QP0306'APPEARS TO HAVE BEEN HIT, PART OF THE DISK IS BENT TOWARDS THE WEST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0302 ***********************************************************************
 QP0302  DESIGNATION -  4705 E
 QP0302  PID         -  QP0302
 QP0302  STATE/COUNTY-  MN/MEEKER
 QP0302  COUNTRY     -  US
 QP0302  USGS QUAD   -  DASSEL (1982)
 QP0302
 QP0302                         *CURRENT SURVEY CONTROL
 QP0302  ______________________________________________________________________
 QP0302* NAD 83(1986) POSITION- 45 04 51.53   (N) 094 18 32.47   (W)   HD_HELD1  
 QP0302* NAVD 88 ORTHO HEIGHT -   331.262  (meters)    1086.82  (feet) ADJUSTED  
 QP0302  ______________________________________________________________________
 QP0302  GEOID HEIGHT    -        -27.17  (meters)                     GEOID09
 QP0302  DYNAMIC HEIGHT  -        331.241 (meters)     1086.75  (feet) COMP
 QP0302  MODELED GRAVITY -    980,544.0   (mgal)                       NAVD 88
 QP0302
 QP0302  VERT ORDER      -  SECOND    CLASS I
 QP0302
 QP0302.The horizontal coordinates were established by differentially corrected
 QP0302.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP0302.
 QP0302.The orthometric height was determined by differential leveling and
 QP0302.adjusted in June 1991.
 QP0302
 QP0302.Photographs are available for this station.
 QP0302
 QP0302.The dynamic height is computed by dividing the NAVD 88
 QP0302.geopotential number by the normal gravity value computed on the
 QP0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0302.degrees latitude (g = 980.6199 gals.).
 QP0302
 QP0302.The modeled gravity was interpolated from observed gravity values.
 QP0302
 QP0302;                    North         East    Units  Estimated Accuracy
 QP0302;SPC MN S     -   331,272.0     775,669.9     MT  (+/- 3 meters HH1 GPS) 
 QP0302
 QP0302                          SUPERSEDED SURVEY CONTROL
 QP0302
 QP0302  NGVD 29 (??/??/92)  331.184  (m)         1086.56   (f) ADJ UNCH    2 1
 QP0302
 QP0302.Superseded values are not recommended for survey control.
 QP0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0302.See file dsdata.txt to determine how the superseded data were derived.
 QP0302
 QP0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9697492779(NAD 83)
 QP0302
 QP0302_MARKER: DV = VERTICAL CONTROL DISK
 QP0302_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QP0302_SP_SET: WATER TANK FOOTING
 QP0302_STAMPING: 4705 E 1976
 QP0302_MARK LOGO: MNHD  
 QP0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 QP0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP0302+STABILITY: SURFACE MOTION
 QP0302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0302+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP0302
 QP0302  HISTORY     - Date     Condition        Report By
 QP0302  HISTORY     - 1976     MONUMENTED       MNDT
 QP0302  HISTORY     - 19860701 GOOD             MNDT
 QP0302  HISTORY     - 20020812 GOOD             MNDT
 QP0302  HISTORY     - 20050418 GOOD             MNDT
 QP0302  HISTORY     - 20090930 GOOD             MNDT
 QP0302
 QP0302                          STATION DESCRIPTION
 QP0302
 QP0302'DESCRIBED BY MN DEPT OF TRANSP 1976
 QP0302'IN DASSEL.
 QP0302'THE MARK IS LOCATED 1 1/2 BLOCKS EAST ALONG TRUNK HIGHWAY 12, (PARKER
 QP0302'AVENUE WEST) FROM THE EAST JUNCTION OF TRUNK HIGHWAYS 12 AND 15 IN
 QP0302'DASSEL.  IT IS 79.0 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE
 QP0302'OF TRUNK HIGHWAY 12, 140.5 FEET EAST OF THE CENTER OF THIRD STREET
 QP0302'SOUTH, 17.0 FEET WEST OF THE CENTER OF AN ALLEY, AND 46.0 FEET
 QP0302'NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY CONCRETE BUILDING
 QP0302'(DASSEL VILLAGE HALL AND LIBRARY).  IT IS A STANDARD MINNESOTA HIGHWAY
 QP0302'DEPARTMENT VERTICAL CONTROL MONUMENT (VCM) DISK CEMENTED INTO A DRILL
 QP0302'HOLE IN THE EAST CORNER OF THE CONCRETE BASE FOR THE NORTHEAST LEG OF
 QP0302'THE DASSEL WATER TANK.  NW 1/4 SECTION 34, T 119N, R 29W.
 QP0302
 QP0302                          STATION RECOVERY (1986)
 QP0302
 QP0302'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 QP0302'THE MARK IS 1.5 BLOCKS EAST ALONG TRUNK HIGHWAY 12 (PARKER AVENUE
 QP0302'WEST) FROM THE EAST JUNCTION OF TRUNK HIGHWAYS 12 AND 15 IN DASSEL,
 QP0302'79.0 FT (24.1 M) SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 QP0302'TRUNK HIGHWAY 12, 140.5 FT (42.8 M) EAST OF THE CENTER OF THIRD
 QP0302'STREET SOUTH, 17.0 FT (5.2 M) WEST OF THE CENTER OF AN ALLEY, AND
 QP0302'46.0 FT (14.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A ONE-STORY
 QP0302'CONCRETE BUILDING (DASSEL VILLAGE HALL AND LIBRARY).  THE MARK, A
 QP0302'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4705 E
 QP0302'1976---, IS SET FLUSH IN A DRILL HOLE IN THE EAST CORNER OF THE
 QP0302'CONCRETE BASE FOR THE NORTHEAST LEG OF THE DASSEL WATER TANK.
 QP0302
 QP0302                          STATION RECOVERY (2002)
 QP0302
 QP0302'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 QP0302'RECOVERED AS DESCRIBED.
 QP0302' 
 QP0302'NOTE - THE MARK IS NEAR TRUNK HIGHWAY 17 MILEPOST 112.10.
 QP0302
 QP0302                          STATION RECOVERY (2005)
 QP0302
 QP0302'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP0302'RECOVERED AS DESCRIBED.
 QP0302
 QP0302                          STATION RECOVERY (2009)
 QP0302
 QP0302'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 QP0302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5600 ***********************************************************************
 DM5600  DESIGNATION -  4705 G RESET
 DM5600  PID         -  DM5600
 DM5600  STATE/COUNTY-  MN/MEEKER
 DM5600  COUNTRY     -  US
 DM5600  USGS QUAD   -  DASSEL (1982)
 DM5600
 DM5600                         *CURRENT SURVEY CONTROL
 DM5600  ______________________________________________________________________
 DM5600* NAD 83(1986) POSITION- 45 04 53.56   (N) 094 17 24.62   (W)   HD_HELD1  
 DM5600* NAVD 88 ORTHO HEIGHT -   317.739  (meters)    1042.45  (feet) ADJUSTED  
 DM5600  ______________________________________________________________________
 DM5600  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DM5600  DYNAMIC HEIGHT  -        317.718 (meters)     1042.38  (feet) COMP
 DM5600  MODELED GRAVITY -    980,541.7   (mgal)                       NAVD 88
 DM5600
 DM5600  VERT ORDER      -  SECOND    CLASS I
 DM5600
 DM5600.The horizontal coordinates were established by differentially corrected
 DM5600.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM5600.
 DM5600.The orthometric height was determined by differential leveling and
 DM5600.adjusted in March 2011.
 DM5600
 DM5600.The dynamic height is computed by dividing the NAVD 88
 DM5600.geopotential number by the normal gravity value computed on the
 DM5600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5600.degrees latitude (g = 980.6199 gals.).
 DM5600
 DM5600.The modeled gravity was interpolated from observed gravity values.
 DM5600
 DM5600;                    North         East    Units  Estimated Accuracy
 DM5600;SPC MN S     -   331,329.3     777,154.0     MT  (+/- 3 meters HH1 GPS) 
 DM5600
 DM5600                          SUPERSEDED SURVEY CONTROL
 DM5600
 DM5600.No superseded survey control is available for this station.
 DM5600
 DM5600_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9845992818(NAD 83)
 DM5600
 DM5600_MARKER: I = METAL ROD
 DM5600_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5600_STAMPING: 4705 G 2002 2009 RESET
 DM5600_MARK LOGO: MNDT  
 DM5600_PROJECTION: RECESSED 8 CENTIMETERS
 DM5600_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5600+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2009
 DM5600_ROD/PIPE-DEPTH:  7.6 meters
 DM5600
 DM5600  HISTORY     - Date     Condition        Report By
 DM5600  HISTORY     - 20090609 MONUMENTED       MNDT
 DM5600
 DM5600                          STATION DESCRIPTION
 DM5600
 DM5600'DESCRIBED BY MN DEPT OF TRANSP 2009
 DM5600'THE MARK IS 1.0 MI (1.6 KM) EAST OF DASSEL, 1.75 MI (2.8 KM) EAST
 DM5600'ALONG TRUNK HIGHWAY 12 FROM THE JUNCTION OF TRUNK HIGHWAY 12 AND TRUNK
 DM5600'HIGHWAY 15, 0.6 MI (1.0 KM) WEST OF DASSEL, AT TRUNK HIGHWAY 12 MILE
 DM5600'POINT 113.0.
 DM5600' 
 DM5600'IT IS 65.8 FT (20.1 M) EAST OF ENTRANCE, 54.7 FT (16.7 M) NORTH OF
 DM5600'TRUNK HIGHWAY 12, 53.6 FT (16.3 M) SOUTHEAST OF POWER POLE, 9.7 FT
 DM5600'(3.0 M) NORTH OF BIKE TRAIL, 3.3 FT (1.0 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1511 ***********************************************************************
 PQ1511  DESIGNATION -  4706 A
 PQ1511  PID         -  PQ1511
 PQ1511  STATE/COUNTY-  MN/MEEKER
 PQ1511  COUNTRY     -  US
 PQ1511  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1511
 PQ1511                         *CURRENT SURVEY CONTROL
 PQ1511  ______________________________________________________________________
 PQ1511* NAD 83(2007) POSITION- 44 59 09.47005(N) 094 22 02.75745(W)   ADJUSTED  
 PQ1511* NAD 83(2007) ELLIP HT-   311.764 (meters)        (08/24/10)   ADJUSTED
 PQ1511* NAD 83(2007) EPOCH   -  2002.00
 PQ1511* NAVD 88 ORTHO HEIGHT -   338.912  (meters)    1111.91  (feet) ADJUSTED  
 PQ1511  ______________________________________________________________________
 PQ1511  NAD 83(2007) X  -   -344,125.636 (meters)                     COMP
 PQ1511  NAD 83(2007) Y  - -4,505,792.204 (meters)                     COMP
 PQ1511  NAD 83(2007) Z  -  4,486,465.686 (meters)                     COMP
 PQ1511  LAPLACE CORR    -         -4.16  (seconds)                    DEFLEC09
 PQ1511  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 PQ1511  DYNAMIC HEIGHT  -        338.887 (meters)     1111.83  (feet) COMP
 PQ1511  MODELED GRAVITY -    980,534.2   (mgal)                       NAVD 88
 PQ1511
 PQ1511  HORZ ORDER      -  FIRST
 PQ1511  VERT ORDER      -  SECOND    CLASS I
 PQ1511  ELLP ORDER      -  THIRD     CLASS I
 PQ1511
 PQ1511.The horizontal coordinates were established by GPS observations
 PQ1511.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ1511
 PQ1511.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1511.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1511
 PQ1511.The horizontal coordinates are valid at the epoch date displayed above
 PQ1511.which is a decimal equivalence of Year/Month/Day.
 PQ1511
 PQ1511.The orthometric height was determined by differential leveling and
 PQ1511.adjusted in March 2011.
 PQ1511
 PQ1511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1511
 PQ1511.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1511
 PQ1511.The ellipsoidal height was determined by GPS observations
 PQ1511.and is referenced to NAD 83.
 PQ1511
 PQ1511.The dynamic height is computed by dividing the NAVD 88
 PQ1511.geopotential number by the normal gravity value computed on the
 PQ1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1511.degrees latitude (g = 980.6199 gals.).
 PQ1511
 PQ1511.The modeled gravity was interpolated from observed gravity values.
 PQ1511
 PQ1511. The following values were computed from the NAD 83(2007) position.
 PQ1511
 PQ1511;                    North         East     Units Scale Factor Converg.
 PQ1511;SPC MN S     -   320,732.110   771,023.349   MT  0.99995777   -0 15 27.2
 PQ1511;SPC MN S     - 1,052,268.60  2,529,599.10   sFT  0.99995777   -0 15 27.2
 PQ1511;UTM  15      - 4,982,300.655   392,199.061   MT  0.99974290   -0 58 00.4
 PQ1511
 PQ1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1511!SPC MN S     -   0.99995112  x   0.99995777  =   0.99990889
 PQ1511!UTM  15      -   0.99995112  x   0.99974290  =   0.99969403
 PQ1511
 PQ1511:                Primary Azimuth Mark                     Grid Az
 PQ1511:SPC MN S     -  4706 B                                   357 57 28.4
 PQ1511:UTM  15      -  4706 B                                   358 40 01.6
 PQ1511
 PQ1511|---------------------------------------------------------------------|
 PQ1511| PID    Reference Object                     Distance      Geod. Az  |
 PQ1511|                                                           dddmmss.s |
 PQ1511| PQ1512 4706 B                              APPROX. 1.2 KM 3574201.2 |
 PQ1511|---------------------------------------------------------------------|
 PQ1511
 PQ1511                          SUPERSEDED SURVEY CONTROL
 PQ1511
 PQ1511  NAD 83(1996)-  44 59 09.46957(N)    094 22 02.75706(W) AD(       ) 1
 PQ1511  ELLIP H (07/10/07)  311.797  (m)                       GP(       ) 3 2
 PQ1511  NAVD 88 (08/24/10)  338.91   (m)         1111.9    (f) LEVELING    3  
 PQ1511  NAVD 88 (07/10/07)  338.90   (m)         1111.9    (f) LEVELING    3  
 PQ1511  NAVD 88 (06/15/95)  338.901  (m)         1111.88   (f) SUPERSEDED  2 1
 PQ1511
 PQ1511.Superseded values are not recommended for survey control.
 PQ1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1511.See file dsdata.txt to determine how the superseded data were derived.
 PQ1511
 PQ1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9219982300(NAD 83)
 PQ1511
 PQ1511_MARKER: DV = VERTICAL CONTROL DISK
 PQ1511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1511_SP_SET: ALUMINUM ALLOY ROD
 PQ1511_STAMPING: 4706 A 1986
 PQ1511_MARK LOGO: MNDT  
 PQ1511_PROJECTION: FLUSH
 PQ1511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1511+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1511_ROD/PIPE-DEPTH:  7.6 meters
 PQ1511
 PQ1511  HISTORY     - Date     Condition        Report By
 PQ1511  HISTORY     - 19860601 MONUMENTED       MNDT
 PQ1511  HISTORY     - 20070327 GOOD             MNDT
 PQ1511  HISTORY     - 20090930 GOOD             MNDT
 PQ1511  HISTORY     - 20090930 GOOD             MNDT
 PQ1511
 PQ1511                          STATION DESCRIPTION
 PQ1511
 PQ1511'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1511'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF THE TOWN OF
 PQ1511'HUTCHINSON, IN THE SE 1/4 OF SECTION 31, T118N, R29W, IN THE
 PQ1511'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND COUNTY
 PQ1511'ROAD 18, 6.3 MI (10.1 KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS
 PQ1511'JUNCTION WITH TRUNK HIGHWAY 7 IN HUTCHINSON.  THE MARK, A STANDARD
 PQ1511'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4706 A
 PQ1511'1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT
 PQ1511'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1511'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF COUNTY ROAD 18.  THE MARK IS
 PQ1511'225.0 FT (68.6 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT
 PQ1511'MILEPOINT 107.9, 48.4 FT (14.8 M) SOUTH OF THE CENTERLINE OF COUNTY
 PQ1511'ROAD 18, 1.7 FT (0.5 M) NORTHWEST OF A POWER POLE, AND 1.3 FT (0.4 M)
 PQ1511'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1511'MAGNETIC.
 PQ1511
 PQ1511                          STATION RECOVERY (2007)
 PQ1511
 PQ1511'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 PQ1511'7 MILES NORTH OF HUTCHINSON, IN SOUTHWEST QUADRANT OF JUNCTION OF
 PQ1511'TRUNK HIGHWAY 15 AND COUNTY ROAD 18, 6.3 MILES NORTH ON TRUNK HIGHWAY
 PQ1511'15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 7, AT TRUNK
 PQ1511'HIGHWAY 15 MILEPOINT 107.9, 225.0 FEET EAST OF TRUNK HIGHWAY 15, 48.4
 PQ1511'FEET SOUTH OF COUNTY ROAD 18, 1.7 FEET NORTHWEST OF POWER POLE, 1.3
 PQ1511'FEET NORTH OF WITNESS POST.
 PQ1511
 PQ1511                          STATION RECOVERY (2009)
 PQ1511
 PQ1511'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1511'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1511'THE MARK IS 2.0 MILES SOUTHWEST OF JENNIE, 1.0 MILE WEST ALONG 180TH
 PQ1511'STREET FROM JUNCTION OF 180TH STREET AND 750TH AVENUE IN JENNIE, THEN
 PQ1511'1.5 MILES SOUTH ON TRUNK HIGHWAY 15 TO MILEPOINT 107.9, 292 FEET EAST
 PQ1511'OF HIGHWAY 15, 48.4 FEET SOUTH OF COUNTY ROAD 18, 1.7 FEET NORTHWEST
 PQ1511'OF POWER POLE, 1.3 FEET NORTH OF WITNESS POST.
 PQ1511
 PQ1511                          STATION RECOVERY (2009)
 PQ1511
 PQ1511'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 PQ1511'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1512 ***********************************************************************
 PQ1512  DESIGNATION -  4706 B
 PQ1512  PID         -  PQ1512
 PQ1512  STATE/COUNTY-  MN/MEEKER
 PQ1512  COUNTRY     -  US
 PQ1512  USGS QUAD   -  HUTCHINSON EAST (1994)
 PQ1512
 PQ1512                         *CURRENT SURVEY CONTROL
 PQ1512  ______________________________________________________________________
 PQ1512* NAD 83(2007) POSITION- 44 59 49.34744(N) 094 22 05.01447(W)   ADJUSTED  
 PQ1512* NAD 83(2007) ELLIP HT-   304.471 (meters)        (07/16/10)   ADJUSTED
 PQ1512* NAD 83(2007) EPOCH   -  2002.00
 PQ1512* NAVD 88 ORTHO HEIGHT -   331.598  (meters)    1087.92  (feet) ADJUSTED  
 PQ1512  ______________________________________________________________________
 PQ1512  NAD 83(2007) X  -   -344,108.257 (meters)                     COMP
 PQ1512  NAD 83(2007) Y  - -4,504,915.454 (meters)                     COMP
 PQ1512  NAD 83(2007) Z  -  4,487,331.157 (meters)                     COMP
 PQ1512  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC09
 PQ1512  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 PQ1512  DYNAMIC HEIGHT  -        331.574 (meters)     1087.84  (feet) COMP
 PQ1512  MODELED GRAVITY -    980,536.2   (mgal)                       NAVD 88
 PQ1512
 PQ1512  HORZ ORDER      -  FIRST
 PQ1512  VERT ORDER      -  SECOND    CLASS I
 PQ1512  ELLP ORDER      -  THIRD     CLASS II
 PQ1512
 PQ1512.The horizontal coordinates were established by GPS observations
 PQ1512.and adjusted by the MN DEPT OF TRANSP in July 2010.
 PQ1512
 PQ1512.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1512.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1512
 PQ1512.The horizontal coordinates are valid at the epoch date displayed above
 PQ1512.which is a decimal equivalence of Year/Month/Day.
 PQ1512
 PQ1512.The orthometric height was determined by differential leveling and
 PQ1512.adjusted in June 1995.
 PQ1512
 PQ1512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1512
 PQ1512.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1512
 PQ1512.The ellipsoidal height was determined by GPS observations
 PQ1512.and is referenced to NAD 83.
 PQ1512
 PQ1512.The dynamic height is computed by dividing the NAVD 88
 PQ1512.geopotential number by the normal gravity value computed on the
 PQ1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1512.degrees latitude (g = 980.6199 gals.).
 PQ1512
 PQ1512.The modeled gravity was interpolated from observed gravity values.
 PQ1512
 PQ1512. The following values were computed from the NAD 83(2007) position.
 PQ1512
 PQ1512;                    North         East     Units Scale Factor Converg.
 PQ1512;SPC MN S     -   321,963.279   770,979.449   MT  0.99995942   -0 15 28.7
 PQ1512;SPC MN S     - 1,056,307.86  2,529,455.08   sFT  0.99995942   -0 15 28.7
 PQ1512;UTM  15      - 4,983,532.009   392,170.412   MT  0.99974297   -0 58 02.7
 PQ1512
 PQ1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1512!SPC MN S     -   0.99995227  x   0.99995942  =   0.99991169
 PQ1512!UTM  15      -   0.99995227  x   0.99974297  =   0.99969525
 PQ1512
 PQ1512:                Primary Azimuth Mark                     Grid Az
 PQ1512:SPC MN S     -  4706 L                                   355 58 39.9
 PQ1512:UTM  15      -  4706 L                                   356 41 13.9
 PQ1512
 PQ1512|---------------------------------------------------------------------|
 PQ1512| PID    Reference Object                     Distance      Geod. Az  |
 PQ1512|                                                           dddmmss.s |
 PQ1512| DL9764 4706 L                              APPROX. 0.7 KM 3554311.2 |
 PQ1512|---------------------------------------------------------------------|
 PQ1512
 PQ1512                          SUPERSEDED SURVEY CONTROL
 PQ1512
 PQ1512  NAVD 88 (07/16/10)  331.60   (m)         1087.9    (f) LEVELING    3  
 PQ1512
 PQ1512.Superseded values are not recommended for survey control.
 PQ1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1512.See file dsdata.txt to determine how the superseded data were derived.
 PQ1512
 PQ1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9217083532(NAD 83)
 PQ1512
 PQ1512_MARKER: DV = VERTICAL CONTROL DISK
 PQ1512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1512_SP_SET: ALUMINUM ALLOY ROD
 PQ1512_STAMPING: 4706 B 1986
 PQ1512_MARK LOGO: MNDT  
 PQ1512_PROJECTION: RECESSED 13 CENTIMETERS
 PQ1512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1512+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 PQ1512
 PQ1512  HISTORY     - Date     Condition        Report By
 PQ1512  HISTORY     - 19860601 MONUMENTED       MNDT
 PQ1512  HISTORY     - 20090930 GOOD             MNDT
 PQ1512
 PQ1512                          STATION DESCRIPTION
 PQ1512
 PQ1512'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1512'THE MARK IS LOCATED ABOUT 7.75 MI (12.47 KM) NORTH OF THE TOWN OF
 PQ1512'HUTCHINSON, IN THE SE 1/4 OF SECTION 30, T118N, R29W, 7.05 MI (11.35
 PQ1512'KM) NORTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 PQ1512'7 IN HUTCHINSON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1512'MONUMENT DISK STAMPED---4706 B 1986---, IS SET ON THE TOP OF A DRIVEN
 PQ1512'3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1512'SURFACE OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF TRUNK
 PQ1512'HIGHWAY 15.  THE MARK IS 77.0 FT (23.5 M) EAST OF THE CENTERLINE OF
 PQ1512'TRUNK HIGHWAY 15 AT MILEPOINT 108.65, 19.0 FT (5.8 M) SOUTH OF THE
 PQ1512'CENTER OF THE ENTRANCE TO A FIELD, AND 0.9 FT (0.3 M) WEST OF A STEEL
 PQ1512'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1512
 PQ1512                          STATION RECOVERY (2009)
 PQ1512
 PQ1512'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1512'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1512'THE MARK IS 1.3 MILES SOUTHWEST OF JENNIE, 1.0 MILE WEST ALONG 180TH
 PQ1512'STREET FROM JUNCTION OF 180TH STREET AND 705TH AVENUE IN JENNIE, THEN
 PQ1512'0.8 MILE SOUTH ON TRUNK HIGHWAY 15, AT TRUNK HIGHWAY 15 MILEPOINT
 PQ1512'108.65, 77 FEET EAST OF TRUNK HIGHWAY 15, 19.0 FEET SOUTH OF ENTRANCE,
 PQ1512'0.9 FOOT WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1980 ***********************************************************************
 QP1980  DESIGNATION -  4706 C
 QP1980  PID         -  QP1980
 QP1980  STATE/COUNTY-  MN/MEEKER
 QP1980  COUNTRY     -  US
 QP1980  USGS QUAD   -  DASSEL (1982)
 QP1980
 QP1980                         *CURRENT SURVEY CONTROL
 QP1980  ______________________________________________________________________
 QP1980* NAD 83(2007) POSITION- 45 01 20.51751(N) 094 22 09.79882(W)   ADJUSTED  
 QP1980* NAD 83(2007) ELLIP HT-   304.281 (meters)        (07/16/10)   ADJUSTED
 QP1980* NAD 83(2007) EPOCH   -  2002.00
 QP1980* NAVD 88 ORTHO HEIGHT -   331.371  (meters)    1087.17  (feet) ADJUSTED  
 QP1980  ______________________________________________________________________
 QP1980  NAD 83(2007) X  -   -344,061.088 (meters)                     COMP
 QP1980  NAD 83(2007) Y  - -4,502,922.596 (meters)                     COMP
 QP1980  NAD 83(2007) Z  -  4,489,320.876 (meters)                     COMP
 QP1980  LAPLACE CORR    -         -4.20  (seconds)                    DEFLEC09
 QP1980  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 QP1980  DYNAMIC HEIGHT  -        331.348 (meters)     1087.10  (feet) COMP
 QP1980  MODELED GRAVITY -    980,540.1   (mgal)                       NAVD 88
 QP1980
 QP1980  HORZ ORDER      -  FIRST
 QP1980  VERT ORDER      -  SECOND    CLASS I
 QP1980  ELLP ORDER      -  THIRD     CLASS II
 QP1980
 QP1980.The horizontal coordinates were established by GPS observations
 QP1980.and adjusted by the MN DEPT OF TRANSP in July 2010.
 QP1980
 QP1980.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1980.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1980
 QP1980.The horizontal coordinates are valid at the epoch date displayed above
 QP1980.which is a decimal equivalence of Year/Month/Day.
 QP1980
 QP1980.The orthometric height was determined by differential leveling and
 QP1980.adjusted in June 1995.
 QP1980
 QP1980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1980
 QP1980.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1980
 QP1980.The ellipsoidal height was determined by GPS observations
 QP1980.and is referenced to NAD 83.
 QP1980
 QP1980.The dynamic height is computed by dividing the NAVD 88
 QP1980.geopotential number by the normal gravity value computed on the
 QP1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1980.degrees latitude (g = 980.6199 gals.).
 QP1980
 QP1980.The modeled gravity was interpolated from observed gravity values.
 QP1980
 QP1980. The following values were computed from the NAD 83(2007) position.
 QP1980
 QP1980;                    North         East     Units Scale Factor Converg.
 QP1980;SPC MN S     -   324,778.034   770,887.381   MT  0.99996335   -0 15 32.1
 QP1980;SPC MN S     - 1,065,542.60  2,529,153.02   sFT  0.99996335   -0 15 32.1
 QP1980;UTM  15      - 4,986,347.073   392,113.224   MT  0.99974312   -0 58 07.6
 QP1980
 QP1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1980!SPC MN S     -   0.99995230  x   0.99996335  =   0.99991565
 QP1980!UTM  15      -   0.99995230  x   0.99974312  =   0.99969543
 QP1980
 QP1980|---------------------------------------------------------------------|
 QP1980| PID    Reference Object                     Distance      Geod. Az  |
 QP1980|                                                           dddmmss.s |
 QP1980| QP1981 JEWITT RM 2                         377.589 METERS 30643     |
 QP1980|---------------------------------------------------------------------|
 QP1980
 QP1980                          SUPERSEDED SURVEY CONTROL
 QP1980
 QP1980  NAD 83(1996)-  45 01 20.51767(N)    094 22 09.80102(W) AD(       ) 2
 QP1980  NAD 83(1986)-  45 01 20.51171(N)    094 22 09.79421(W) AD(       ) 2
 QP1980  NAVD 88 (12/14/98)  331.37   (m)         1087.2    (f) LEVELING    3  
 QP1980
 QP1980.Superseded values are not recommended for survey control.
 QP1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1980.See file dsdata.txt to determine how the superseded data were derived.
 QP1980
 QP1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9211386347(NAD 83)
 QP1980
 QP1980_MARKER: DV = VERTICAL CONTROL DISK
 QP1980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1980_SP_SET: ALUMINUM ALLOY ROD
 QP1980_STAMPING: 4706 C 1986
 QP1980_MARK LOGO: MNDT  
 QP1980_PROJECTION: FLUSH
 QP1980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1980+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP1980
 QP1980  HISTORY     - Date     Condition        Report By
 QP1980  HISTORY     - 19860601 MONUMENTED       MNDT
 QP1980  HISTORY     - 20090930 GOOD             MNDT
 QP1980  HISTORY     - 20090930 GOOD             MNDT
 QP1980
 QP1980                          STATION DESCRIPTION
 QP1980
 QP1980'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1980'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF THE TOWN OF
 QP1980'DASSEL, IN THE NW 1/4 OF SECTION 19, T118N, R29W, ON THE SOUTH
 QP1980'RIGHT-OF-WAY OF AN EAST-WEST GRAVEL ROAD, 5.5 MI (8.9 KM) SOUTHERLY
 QP1980'ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 SOUTH
 QP1980'OF DASSEL, THENCE ABOUT 300 FT (91.4 M) WEST ON A GRAVEL ROAD.  THE
 QP1980'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QP1980'STAMPED---4706 C 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 QP1980'DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 QP1980'OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK IS 31.5
 QP1980'FT (9.6 M) SOUTH OF THE CENTER OF THE ROAD, 97.4 FT (29.7 M)
 QP1980'SOUTHEAST OF A POWER POLE, 7.0 FT (2.1 M) WEST OF A POWER POLE, AND
 QP1980'0.9 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 QP1980'MAKES THE MARK MAGNETIC.
 QP1980
 QP1980                          STATION RECOVERY (2009)
 QP1980
 QP1980'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (SAJ)
 QP1980'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1980'THE MARK IS 1.4 MILES NORTHWEST OF JENNIE, 1.0 MILE WEST ALONG 180TH
 QP1980'STREET FROM JUNCTION OF 180TH STREET AND 705TH AVENUE IN JENNIE, THEN
 QP1980'1.0 MILE NORTH ON TRUNK HIGHWAY 15, 305 FEET WEST ON 190TH STREET,
 QP1980'31.5 FEET SOUTH OF 190TH STREET, 97.4 FEET SOUTHEAST OF POWER POLE
 QP1980'WITH GUY WIRE, 7.0 FEET WEST OF POWER POLE NUMBER DS 361 WITH GUY
 QP1980'WIRE, 0.9 FOOT NORTH OF WITNESS POST.
 QP1980
 QP1980                          STATION RECOVERY (2009)
 QP1980
 QP1980'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 QP1980'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1984 ***********************************************************************
 QP1984  DESIGNATION -  4706 D
 QP1984  PID         -  QP1984
 QP1984  STATE/COUNTY-  MN/MEEKER
 QP1984  COUNTRY     -  US
 QP1984  USGS QUAD   -  DASSEL (1982)
 QP1984
 QP1984                         *CURRENT SURVEY CONTROL
 QP1984  ______________________________________________________________________
 QP1984* NAD 83(1996) POSITION- 45 01 47.46521(N) 094 22 02.76363(W)   ADJUSTED  
 QP1984* NAVD 88 ORTHO HEIGHT -   332.641  (meters)    1091.34  (feet) ADJUSTED  
 QP1984  ______________________________________________________________________
 QP1984  LAPLACE CORR    -         -4.28  (seconds)                    DEFLEC09
 QP1984  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 QP1984  DYNAMIC HEIGHT  -        332.619 (meters)     1091.27  (feet) COMP
 QP1984  MODELED GRAVITY -    980,541.1   (mgal)                       NAVD 88
 QP1984
 QP1984  HORZ ORDER      -  SECOND
 QP1984  VERT ORDER      -  SECOND    CLASS I
 QP1984
 QP1984.The horizontal coordinates were established by classical geodetic methods
 QP1984.and adjusted by the National Geodetic Survey in March 1999.
 QP1984.
 QP1984.The orthometric height was determined by differential leveling and
 QP1984.adjusted in June 1995.
 QP1984
 QP1984.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1984
 QP1984.The dynamic height is computed by dividing the NAVD 88
 QP1984.geopotential number by the normal gravity value computed on the
 QP1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1984.degrees latitude (g = 980.6199 gals.).
 QP1984
 QP1984.The modeled gravity was interpolated from observed gravity values.
 QP1984
 QP1984. The following values were computed from the NAD 83(1996) position.
 QP1984
 QP1984;                    North         East     Units Scale Factor Converg.
 QP1984;SPC MN S     -   325,609.179   771,045.137   MT  0.99996454   -0 15 27.2
 QP1984;SPC MN S     - 1,068,269.45  2,529,670.59   sFT  0.99996454   -0 15 27.2
 QP1984;UTM  15      - 4,987,176.016   392,281.229   MT  0.99974268   -0 58 03.1
 QP1984
 QP1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1984!SPC MN S     -   0.99995209  x   0.99996454  =   0.99991664
 QP1984!UTM  15      -   0.99995209  x   0.99974268  =   0.99969479
 QP1984
 QP1984                          SUPERSEDED SURVEY CONTROL
 QP1984
 QP1984  NAD 83(1986)-  45 01 47.45931(N)    094 22 02.75673(W) AD(       ) 2
 QP1984  NAVD 88 (12/14/98)  332.64   (m)         1091.3    (f) LEVELING    3  
 QP1984
 QP1984.Superseded values are not recommended for survey control.
 QP1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1984.See file dsdata.txt to determine how the superseded data were derived.
 QP1984
 QP1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9228187176(NAD 83)
 QP1984
 QP1984_MARKER: DV = VERTICAL CONTROL DISK
 QP1984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1984_SP_SET: ALUMINUM ALLOY ROD
 QP1984_STAMPING: 4706 D 1986
 QP1984_MARK LOGO: MNDT  
 QP1984_PROJECTION: FLUSH
 QP1984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1984+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP1984
 QP1984  HISTORY     - Date     Condition        Report By
 QP1984  HISTORY     - 1986     MONUMENTED       MNDT
 QP1984  HISTORY     - 20090930 GOOD             MNDT
 QP1984
 QP1984                          STATION DESCRIPTION
 QP1984
 QP1984'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1984'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF THE TOWN
 QP1984'OF DASSEL, IN THE NE 1/4 OF SECITON 18, T118N, R29W, IN THE NORTHEAST
 QP1984'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND AN EAST-WEST
 QP1984'GRAVEL ROAD, 5.0 MI (8.0 KM) SOUTHWEST ALONG TRUNK HIGHWAY 15 FROM
 QP1984'ITS EAST JUNCTION WITH TRUNK HIGHWAY 12 IN DASSEL.  THE MARK, A
 QP1984'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4706
 QP1984'D 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 QP1984'LONG ALUMINUM ROD THAT PROJECTS 0.2 FT (0.1 M) ABOVE THE SURFACE OF
 QP1984'THE GROUND AND IS ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK IS 212
 QP1984'FT (64.6 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AT MILEPOINT
 QP1984'110.9, 43.5 FT (13.3 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 92 FT
 QP1984'(28.0 M) NORTH-NORTHWEST OF A POWER POLE, 4.0 FT (1.2 M) NORTHWEST OF
 QP1984'A TELEPHONE CABLE MARKER POST, AND 0.8 FT (0.2 M) SOUTH OF A STEEL
 QP1984'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QP1984
 QP1984                          STATION RECOVERY (2009)
 QP1984
 QP1984'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 QP1984'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1985 ***********************************************************************
 QP1985  DESIGNATION -  4706 E
 QP1985  PID         -  QP1985
 QP1985  STATE/COUNTY-  MN/MEEKER
 QP1985  COUNTRY     -  US
 QP1985  USGS QUAD   -  DASSEL (1982)
 QP1985
 QP1985                         *CURRENT SURVEY CONTROL
 QP1985  ______________________________________________________________________
 QP1985* NAD 83(1996) POSITION- 45 02 12.54209(N) 094 21 58.53506(W)   ADJUSTED  
 QP1985* NAVD 88 ORTHO HEIGHT -   325.727  (meters)    1068.66  (feet) ADJUSTED  
 QP1985  ______________________________________________________________________
 QP1985  LAPLACE CORR    -         -4.32  (seconds)                    DEFLEC09
 QP1985  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 QP1985  DYNAMIC HEIGHT  -        325.706 (meters)     1068.59  (feet) COMP
 QP1985  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 QP1985
 QP1985  HORZ ORDER      -  SECOND
 QP1985  VERT ORDER      -  SECOND    CLASS I
 QP1985
 QP1985.The horizontal coordinates were established by classical geodetic methods
 QP1985.and adjusted by the National Geodetic Survey in March 1999.
 QP1985.
 QP1985.The orthometric height was determined by differential leveling and
 QP1985.adjusted in June 1995.
 QP1985
 QP1985.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1985
 QP1985.The dynamic height is computed by dividing the NAVD 88
 QP1985.geopotential number by the normal gravity value computed on the
 QP1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1985.degrees latitude (g = 980.6199 gals.).
 QP1985
 QP1985.The modeled gravity was interpolated from observed gravity values.
 QP1985
 QP1985. The following values were computed from the NAD 83(1996) position.
 QP1985
 QP1985;                    North         East     Units Scale Factor Converg.
 QP1985;SPC MN S     -   326,382.855   771,141.166   MT  0.99996567   -0 15 24.2
 QP1985;SPC MN S     - 1,070,807.75  2,529,985.64   sFT  0.99996567   -0 15 24.2
 QP1985;UTM  15      - 4,987,948.271   392,386.815   MT  0.99974240   -0 58 00.5
 QP1985
 QP1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1985!SPC MN S     -   0.99995318  x   0.99996567  =   0.99991885
 QP1985!UTM  15      -   0.99995318  x   0.99974240  =   0.99969559
 QP1985
 QP1985                          SUPERSEDED SURVEY CONTROL
 QP1985
 QP1985  NAD 83(1986)-  45 02 12.53627(N)    094 21 58.52826(W) AD(       ) 2
 QP1985  NAVD 88 (12/14/98)  325.73   (m)         1068.7    (f) LEVELING    3  
 QP1985
 QP1985.Superseded values are not recommended for survey control.
 QP1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1985.See file dsdata.txt to determine how the superseded data were derived.
 QP1985
 QP1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9238687948(NAD 83)
 QP1985
 QP1985_MARKER: DV = VERTICAL CONTROL DISK
 QP1985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1985_SP_SET: ALUMINUM ALLOY ROD
 QP1985_STAMPING: 4706 E 1986
 QP1985_MARK LOGO: MNDT  
 QP1985_PROJECTION: FLUSH
 QP1985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1985+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP1985
 QP1985  HISTORY     - Date     Condition        Report By
 QP1985  HISTORY     - 1986     MONUMENTED       MNDT
 QP1985  HISTORY     - 20090930 GOOD             MNDT
 QP1985
 QP1985                          STATION DESCRIPTION
 QP1985
 QP1985'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1985'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF THE TOWN OF
 QP1985'DASSEL IN THE NE 1/4 OF SECTION 18, T118N, R29W, ON THE SOUTH
 QP1985'RIGHT-OF-WAY OF AN EAST-WEST GRAVEL ROAD, 4.45 MI (7.16 KM) SOUTHERLY
 QP1985'ALONG TRUNK HIGHWAY 15 FROM ITS EAST JUNCTION WITH TRUNK HIGHWAY 12
 QP1985'AT DASSEL, THENCE ABOUT 250 FT (76.2 M) EAST ON A GRAVEL ROAD.  THE
 QP1985'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 QP1985'STAMPED---4706 E 1986---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 QP1985'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 QP1985'OF THE GROUND AND ABOUT LEVEL WITH THE ROAD.  THE MARK IS 26 FT (7.9
 QP1985'M) SOUTH OF THE CENTER OF THE ROAD, 12.5 FT (3.8 M) WEST OF A POWER
 QP1985'POLE, AND 0.9 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN
 QP1985'THE DISK MAKES THE MARK MAGNETIC.
 QP1985
 QP1985                          STATION RECOVERY (2009)
 QP1985
 QP1985'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 QP1985'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1986 ***********************************************************************
 QP1986  DESIGNATION -  4706 F
 QP1986  PID         -  QP1986
 QP1986  STATE/COUNTY-  MN/MEEKER
 QP1986  COUNTRY     -  US
 QP1986  USGS QUAD   -  DASSEL (1982)
 QP1986
 QP1986                         *CURRENT SURVEY CONTROL
 QP1986  ______________________________________________________________________
 QP1986* NAD 83(1986) POSITION- 45 02 28.90   (N) 094 21 28.50   (W)   HD_HELD1  
 QP1986* NAVD 88 ORTHO HEIGHT -   334.131  (meters)    1096.23  (feet) ADJUSTED  
 QP1986  ______________________________________________________________________
 QP1986  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 QP1986  DYNAMIC HEIGHT  -        334.110 (meters)     1096.16  (feet) COMP
 QP1986  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 QP1986
 QP1986  VERT ORDER      -  SECOND    CLASS I
 QP1986
 QP1986.The horizontal coordinates were established by differentially corrected
 QP1986.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QP1986.
 QP1986.The orthometric height was determined by differential leveling and
 QP1986.adjusted in June 1995.
 QP1986
 QP1986.The dynamic height is computed by dividing the NAVD 88
 QP1986.geopotential number by the normal gravity value computed on the
 QP1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1986.degrees latitude (g = 980.6199 gals.).
 QP1986
 QP1986.The modeled gravity was interpolated from observed gravity values.
 QP1986
 QP1986;                    North         East    Units  Estimated Accuracy
 QP1986;SPC MN S     -   326,884.9     771,800.8     MT  (+/- 3 meters HH1 GPS) 
 QP1986
 QP1986                          SUPERSEDED SURVEY CONTROL
 QP1986
 QP1986.No superseded survey control is available for this station.
 QP1986
 QP1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9305288441(NAD 83)
 QP1986
 QP1986_MARKER: DV = VERTICAL CONTROL DISK
 QP1986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1986_SP_SET: ALUMINUM ALLOY ROD
 QP1986_STAMPING: 4706 F 1986
 QP1986_MARK LOGO: MNDT  
 QP1986_PROJECTION: FLUSH
 QP1986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1986+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP1986
 QP1986  HISTORY     - Date     Condition        Report By
 QP1986  HISTORY     - 1986     MONUMENTED       MNDT
 QP1986  HISTORY     - 20090930 GOOD             MNDT
 QP1986
 QP1986                          STATION DESCRIPTION
 QP1986
 QP1986'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1986'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHWEST OF THE TOWN OF
 QP1986'DASSEL, IN THE SW 1/4 OF SECITON, 8, T118N, R29W, 3.9 MI (6.3 KM)
 QP1986'SOUTH ALONG TRUNK HIGHWAY 15 FROM ITS JUNCTION WITH TRUNK HIGHWAY 12
 QP1986'IN DASSEL.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 QP1986'MONUMENT DISK STAMPED---4706 F 1986---, IS SET ON THE TOP OF A DRIVEN
 QP1986'3/4-INCH DIAMETER BY 35-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 QP1986'SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF TRUNK
 QP1986'HIGHWAY 15.  THE MARK IS 77.3 FT (23.6 M) SOUTHEAST OF THE CENTERLINE
 QP1986'OF TRUNK HIGHWAY 15 AT MILEPOINT 111.95, 5.8 FT (1.8 M) SOUTHWEST OF
 QP1986'A STEEL RIGHT-OF-WAY POST, 5.8 FT (1.8 M) WEST-SOUTHWEST OF A CORNER
 QP1986'FENCE POST, 16.5 FT (5.0 M) SOUTHWEST OF THE CENTER OF AN ENTRANCE,
 QP1986'AND 0.7 FT (0.2 M) NORTHWEST OF A STEEL WITNESS POST.  A MAGNET IN
 QP1986'THE DISK MAKES THE MARK MAGNETIC.
 QP1986
 QP1986                          STATION RECOVERY (2009)
 QP1986
 QP1986'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 QP1986'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1987 ***********************************************************************
 QP1987  DESIGNATION -  4706 G
 QP1987  PID         -  QP1987
 QP1987  STATE/COUNTY-  MN/MEEKER
 QP1987  COUNTRY     -  US
 QP1987  USGS QUAD   -  DASSEL (1982)
 QP1987
 QP1987                         *CURRENT SURVEY CONTROL
 QP1987  ______________________________________________________________________
 QP1987* NAD 83(2007) POSITION- 45 03 14.17491(N) 094 19 58.76985(W)   ADJUSTED  
 QP1987* NAD 83(2007) ELLIP HT-   304.710 (meters)        (02/10/07)   ADJUSTED
 QP1987* NAD 83(2007) EPOCH   -  2002.00
 QP1987* NAVD 88 ORTHO HEIGHT -   331.837  (meters)    1088.70  (feet) ADJUSTED  
 QP1987  ______________________________________________________________________
 QP1987  NAD 83(2007) X  -   -341,012.998 (meters)                     COMP
 QP1987  NAD 83(2007) Y  - -4,500,664.910 (meters)                     COMP
 QP1987  NAD 83(2007) Z  -  4,491,800.615 (meters)                     COMP
 QP1987  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC09
 QP1987  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QP1987  DYNAMIC HEIGHT  -        331.815 (meters)     1088.63  (feet) COMP
 QP1987  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 QP1987
 QP1987  VERT ORDER      -  SECOND    CLASS I
 QP1987
 QP1987  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1987  Type                                         Horiz  Ellip  Dist(km)
 QP1987  -------------------------------------------------------------------
 QP1987  NETWORK                                       0.33   0.51
 QP1987  -------------------------------------------------------------------
 QP1987  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.47      4.75
 QP1987  -------------------------------------------------------------------
 QP1987  NOTE: Click here for information on individual local accuracy
 QP1987  values and other accuracy information.
 QP1987
 QP1987
 QP1987.The horizontal coordinates were established by GPS observations
 QP1987.and adjusted by the National Geodetic Survey in February 2007.
 QP1987
 QP1987.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1987.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1987
 QP1987.The horizontal coordinates are valid at the epoch date displayed above
 QP1987.which is a decimal equivalence of Year/Month/Day.
 QP1987
 QP1987.The orthometric height was determined by differential leveling and
 QP1987.adjusted in June 1995.
 QP1987
 QP1987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1987
 QP1987.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1987
 QP1987.The ellipsoidal height was determined by GPS observations
 QP1987.and is referenced to NAD 83.
 QP1987
 QP1987.The dynamic height is computed by dividing the NAVD 88
 QP1987.geopotential number by the normal gravity value computed on the
 QP1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1987.degrees latitude (g = 980.6199 gals.).
 QP1987
 QP1987.The modeled gravity was interpolated from observed gravity values.
 QP1987
 QP1987. The following values were computed from the NAD 83(2007) position.
 QP1987
 QP1987;                    North         East     Units Scale Factor Converg.
 QP1987;SPC MN S     -   328,274.181   773,770.208   MT  0.99996851   -0 14 00.3
 QP1987;SPC MN S     - 1,077,012.88  2,538,611.09   sFT  0.99996851   -0 14 00.3
 QP1987;UTM  15      - 4,989,806.445   395,038.490   MT  0.99973546   -0 56 36.7
 QP1987
 QP1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1987!SPC MN S     -   0.99995223  x   0.99996851  =   0.99992074
 QP1987!UTM  15      -   0.99995223  x   0.99973546  =   0.99968770
 QP1987
 QP1987:                Primary Azimuth Mark                     Grid Az
 QP1987:SPC MN S     -  4706 Q                                   025 18 20.2
 QP1987:UTM  15      -  4706 Q                                   026 00 56.6
 QP1987
 QP1987|---------------------------------------------------------------------|
 QP1987| PID    Reference Object                     Distance      Geod. Az  |
 QP1987|                                                           dddmmss.s |
 QP1987| DL9768 4706 Q                              APPROX. 0.9 KM 0250419.9 |
 QP1987| DL9767 4706 P                              APPROX. 0.7 KM 2254750.3 |
 QP1987|---------------------------------------------------------------------|
 QP1987
 QP1987                          SUPERSEDED SURVEY CONTROL
 QP1987
 QP1987  NAD 83(1996)-  45 03 14.17444(N)    094 19 58.76940(W) AD(       ) 1
 QP1987  ELLIP H (02/25/04)  304.739  (m)                       GP(       ) 3 1
 QP1987  NAD 83(1996)-  45 03 14.17879(N)    094 19 58.76744(W) AD(       ) 2
 QP1987  NAD 83(1986)-  45 03 14.17352(N)    094 19 58.76100(W) AD(       ) 2
 QP1987  NAVD 88 (12/14/98)  331.84   (m)         1088.7    (f) LEVELING    3  
 QP1987
 QP1987.Superseded values are not recommended for survey control.
 QP1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1987.See file dsdata.txt to determine how the superseded data were derived.
 QP1987
 QP1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9503889806(NAD 83)
 QP1987
 QP1987_MARKER: DV = VERTICAL CONTROL DISK
 QP1987_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1987_SP_SET: ALUMINUM ALLOY ROD
 QP1987_STAMPING: 4706 G 1986
 QP1987_MARK LOGO: MNDT  
 QP1987_PROJECTION: RECESSED 13 CENTIMETERS
 QP1987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1987+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP1987_ROD/PIPE-DEPTH:  9.1 meters
 QP1987
 QP1987  HISTORY     - Date     Condition        Report By
 QP1987  HISTORY     - 19860601 MONUMENTED       MNDT
 QP1987  HISTORY     - 20021010 GOOD             MNDT
 QP1987  HISTORY     - 20030701 GOOD             MNDT
 QP1987  HISTORY     - 20050720 GOOD             MNDT
 QP1987  HISTORY     - 20090930 GOOD             MNDT
 QP1987
 QP1987                          STATION DESCRIPTION
 QP1987
 QP1987'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1987'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHWEST OF THE TOWN OF
 QP1987'DASSEL, IN THE SW 1/4 OF SECTION 4, T118N, R29W, ON THE NORTHWEST
 QP1987'RIGHT-OF-WAY OF TRUNK HIGHWAY 15 AT MILEPOINT 113.45, 2.35 MI (3.78
 QP1987'KM) SOUTHERLY ALONG TRUNK HIGHWAY 15 FROM ITS EAST JUNCTION WITH
 QP1987'TRUNK HIGHWAY 12 AT DASSEL.  THE MARK, A STANDARD MNDT ALUMINUM
 QP1987'VERTICAL CONTROL MONUMENT DISK STAMPED---4706 G 1986---, IS SET ON
 QP1987'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ROD
 QP1987'THAT IS BURIED 0.1 FT (0.03 M) BELOW THE SURFACE OF THE GROUND AND IS
 QP1987'ABOUT 2 FT (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 77 FT
 QP1987'(23.5 M) NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 15, 60 FT (18.3
 QP1987'M) SOUTHWEST OF THE CENTER OF AN ENTRANCE, AND 0.8 FT (0.2 M)
 QP1987'SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 QP1987'MARK MAGNETIC.
 QP1987
 QP1987                          STATION RECOVERY (2002)
 QP1987
 QP1987'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 QP1987'RECOVERED AS DESCRIBED.
 QP1987
 QP1987                          STATION RECOVERY (2003)
 QP1987
 QP1987'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 QP1987'THE MARK WAS RECOVERED 2.0 MILES (3.2 KM) SOUTH OF THE JUNCTION OF TH
 QP1987'12 AND TH 15, RECESSED 5 INCHES.
 QP1987
 QP1987                          STATION RECOVERY (2005)
 QP1987
 QP1987'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1987'2 MILES SOUTHWEST OF DASSEL, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 15 FR
 QP1987'OM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 IN DASSEL, AT TRU
 QP1987'NK HIGHWAY 15 MILEPOINT 113.45, 77 FEET NORTHWEST OF TRUNK HIGHWAY 15,
 QP1987'60 FEET SOUTHWEST OF ENTRANCE, 0.8 FEET SOUTHEAST OF WITNESS POST
 QP1987
 QP1987                          STATION RECOVERY (2009)
 QP1987
 QP1987'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 QP1987'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QP1987'THE MARK IS 1.9 MILES SOUTHWEST OF DASSEL, 2.0 MILES SOUTH ALONG TRUNK
 QP1987'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 IN
 QP1987'DASSEL, AT TRUNK HIGHWAY 15 MILEPOINT 113.45, 77 FEET NORTHWEST OF
 QP1987'TRUNK HIGHWAY 15, 60 FEET SOUTHWEST OF ENTRANCE, 0.8 FOOT SOUTHEAST OF
 QP1987'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1988 ***********************************************************************
 QP1988  DESIGNATION -  4706 H
 QP1988  PID         -  QP1988
 QP1988  STATE/COUNTY-  MN/MEEKER
 QP1988  COUNTRY     -  US
 QP1988  USGS QUAD   -  DASSEL (1982)
 QP1988
 QP1988                         *CURRENT SURVEY CONTROL
 QP1988  ______________________________________________________________________
 QP1988* NAD 83(1996) POSITION- 45 03 44.47493(N) 094 19 42.83236(W)   ADJUSTED  
 QP1988* NAVD 88 ORTHO HEIGHT -   331.913  (meters)    1088.95  (feet) ADJUSTED  
 QP1988  ______________________________________________________________________
 QP1988  LAPLACE CORR    -         -5.11  (seconds)                    DEFLEC09
 QP1988  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 QP1988  DYNAMIC HEIGHT  -        331.891 (meters)     1088.88  (feet) COMP
 QP1988  MODELED GRAVITY -    980,543.0   (mgal)                       NAVD 88
 QP1988
 QP1988  HORZ ORDER      -  SECOND
 QP1988  VERT ORDER      -  SECOND    CLASS I
 QP1988
 QP1988.The horizontal coordinates were established by classical geodetic methods
 QP1988.and adjusted by the National Geodetic Survey in March 1999.
 QP1988.
 QP1988.The orthometric height was determined by differential leveling and
 QP1988.adjusted in June 1995.
 QP1988
 QP1988.Photographs are available for this station.
 QP1988
 QP1988.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1988
 QP1988.The dynamic height is computed by dividing the NAVD 88
 QP1988.geopotential number by the normal gravity value computed on the
 QP1988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1988.degrees latitude (g = 980.6199 gals.).
 QP1988
 QP1988.The modeled gravity was interpolated from observed gravity values.
 QP1988
 QP1988. The following values were computed from the NAD 83(1996) position.
 QP1988
 QP1988;                    North         East     Units Scale Factor Converg.
 QP1988;SPC MN S     -   329,208.103   774,122.687   MT  0.99996994   -0 13 49.1
 QP1988;SPC MN S     - 1,080,076.92  2,539,767.52   sFT  0.99996994   -0 13 49.1
 QP1988;UTM  15      - 4,990,735.708   395,402.432   MT  0.99973453   -0 56 26.0
 QP1988
 QP1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1988!SPC MN S     -   0.99995222  x   0.99996994  =   0.99992216
 QP1988!UTM  15      -   0.99995222  x   0.99973453  =   0.99968676
 QP1988
 QP1988                          SUPERSEDED SURVEY CONTROL
 QP1988
 QP1988  NAD 83(1986)-  45 03 44.46979(N)    094 19 42.82614(W) AD(       ) 2
 QP1988  NAVD 88 (12/14/98)  331.91   (m)         1088.9    (f) LEVELING    3  
 QP1988
 QP1988.Superseded values are not recommended for survey control.
 QP1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1988.See file dsdata.txt to determine how the superseded data were derived.
 QP1988
 QP1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9540290735(NAD 83)
 QP1988
 QP1988_MARKER: DV = VERTICAL CONTROL DISK
 QP1988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1988_SP_SET: ALUMINUM ALLOY ROD
 QP1988_STAMPING: 4706 H 1986
 QP1988_MARK LOGO: MNDT  
 QP1988_PROJECTION: FLUSH
 QP1988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1988+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 QP1988_ROD/PIPE-DEPTH:  9.1 meters
 QP1988
 QP1988  HISTORY     - Date     Condition        Report By
 QP1988  HISTORY     - 1986     MONUMENTED       MNDT
 QP1988  HISTORY     - 20020812 GOOD             MNDT
 QP1988  HISTORY     - 20050418 GOOD             MNDT
 QP1988  HISTORY     - 20090930 GOOD             MNDT
 QP1988
 QP1988                          STATION DESCRIPTION
 QP1988
 QP1988'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1988'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF THE TOWN OF
 QP1988'DASSEL, IN THE NW 1/4 OF SECTION 4, T118N, R29W, IN THE SOUTHWEST
 QP1988'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 15 AND A GRAVEL ROAD
 QP1988'WEST, 1.7 MI (2.7 KM) SOUTHERLY ALONG TRUNK HIGHWAY 15 FROM ITS EAST
 QP1988'JUNCTION WITH TRUNK HIGHWAY 12 AT DASSEL.  THE MARK, A STANDARD MNDT
 QP1988'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---4706 H 1986---, IS
 QP1988'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 43-FOOT LONG ALUMINUM
 QP1988'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FT (0.9
 QP1988'M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 44 FT (13.4 M) SOUTH
 QP1988'OF THE CENTER OF A GRAVEL ROAD, 109 FT (33.2 M) WEST OF THE
 QP1988'CENTERLINE OF TRUNK HIGHWAY 15, 47.5 FT (14.5 M) NORTHWEST OF A
 QP1988'30-INCH DIAMETER COTTONWOOD TREE, 54.4 FT (16.6 M) EAST OF A POWER
 QP1988'POLE, 21.6 FT (6.6 M) NORTHWEST OF A STEEL CABLE MARKER POST, AND 1.8
 QP1988'FT (0.5 M) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 QP1988'THE MARK MAGNETIC.
 QP1988
 QP1988                          STATION RECOVERY (2002)
 QP1988
 QP1988'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 QP1988'RECOVERED AS DESCRIBED.
 QP1988
 QP1988                          STATION RECOVERY (2005)
 QP1988
 QP1988'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1988'1.5 MILES SOUTHWEST OF DASSEL, AT TRUNK HIGHWAY MILEPOINT 14.15, IN
 QP1988'SOUTHWEST QUADRANT OF JUNCTION OF TRUNK HIGHWAY 15 AND GRAVEL ROAD
 QP1988'WEST, 1.7 MILES SOUTH ON TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK
 QP1988'HIGHWAY 15 AND TRUNK HIGHWAY 12, 109 FEET WEST OF TRUNK HIGHWAY 15, 44
 QP1988'FEET SOUTH OF GRAVEL ROAD, 47.5 FEET NORTHWEST OF 30 INCH COTTONWOOD
 QP1988'TREE, 54.4 FEET EAST OF POWER POLE,21.6 FEET NORTHWEST OF CABLE POST,
 QP1988'1.8 FEET NORTH OF WITNESS POST
 QP1988
 QP1988                          STATION RECOVERY (2009)
 QP1988
 QP1988'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 QP1988'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1989 ***********************************************************************
 QP1989  DESIGNATION -  4706 J
 QP1989  PID         -  QP1989
 QP1989  STATE/COUNTY-  MN/MEEKER
 QP1989  COUNTRY     -  US
 QP1989  USGS QUAD   -  DASSEL (1982)
 QP1989
 QP1989                         *CURRENT SURVEY CONTROL
 QP1989  ______________________________________________________________________
 QP1989* NAD 83(1996) POSITION- 45 04 11.99862(N) 094 19 11.73175(W)   ADJUSTED  
 QP1989* NAVD 88 ORTHO HEIGHT -   335.604  (meters)    1101.06  (feet) ADJUSTED  
 QP1989  ______________________________________________________________________
 QP1989  LAPLACE CORR    -         -5.22  (seconds)                    DEFLEC09
 QP1989  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 QP1989  DYNAMIC HEIGHT  -        335.582 (meters)     1100.99  (feet) COMP
 QP1989  MODELED GRAVITY -    980,543.5   (mgal)                       NAVD 88
 QP1989
 QP1989  HORZ ORDER      -  SECOND
 QP1989  VERT ORDER      -  SECOND    CLASS I
 QP1989
 QP1989.The horizontal coordinates were established by classical geodetic methods
 QP1989.and adjusted by the National Geodetic Survey in March 1999.
 QP1989.
 QP1989.The orthometric height was determined by differential leveling and
 QP1989.adjusted in June 1995.
 QP1989
 QP1989.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1989
 QP1989.The dynamic height is computed by dividing the NAVD 88
 QP1989.geopotential number by the normal gravity value computed on the
 QP1989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1989.degrees latitude (g = 980.6199 gals.).
 QP1989
 QP1989.The modeled gravity was interpolated from observed gravity values.
 QP1989
 QP1989. The following values were computed from the NAD 83(1996) position.
 QP1989
 QP1989;                    North         East     Units Scale Factor Converg.
 QP1989;SPC MN S     -   330,055.037   774,806.410   MT  0.99997126   -0 13 27.3
 QP1989;SPC MN S     - 1,082,855.57  2,542,010.70   sFT  0.99997126   -0 13 27.3
 QP1989;UTM  15      - 4,991,573.903   396,096.437   MT  0.99973275   -0 56 04.4
 QP1989
 QP1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1989!SPC MN S     -   0.99995164  x   0.99997126  =   0.99992290
 QP1989!UTM  15      -   0.99995164  x   0.99973275  =   0.99968440
 QP1989
 QP1989                          SUPERSEDED SURVEY CONTROL
 QP1989
 QP1989  NAD 83(1986)-  45 04 11.99363(N)    094 19 11.72547(W) AD(       ) 2
 QP1989  NAVD 88 (12/14/98)  335.60   (m)         1101.0    (f) LEVELING    3  
 QP1989
 QP1989.Superseded values are not recommended for survey control.
 QP1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1989.See file dsdata.txt to determine how the superseded data were derived.
 QP1989
 QP1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9609691573(NAD 83)
 QP1989
 QP1989_MARKER: DV = VERTICAL CONTROL DISK
 QP1989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QP1989_SP_SET: ALUMINUM ALLOY ROD
 QP1989_STAMPING: 4706 J 1986
 QP1989_MARK LOGO: MNDT  
 QP1989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QP1989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1989
 QP1989  HISTORY     - Date     Condition        Report By
 QP1989  HISTORY     - 1986     MONUMENTED       MNDT
 QP1989  HISTORY     - 20050418 MARK NOT FOUND   MNDT
 QP1989  HISTORY     - 20050418 MARK NOT FOUND   MNDT
 QP1989
 QP1989                          STATION DESCRIPTION
 QP1989
 QP1989'DESCRIBED BY MN DEPT OF TRANSP 1986
 QP1989'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SOUTHWEST OF THE TOWN OF
 QP1989'DASSEL, IN THE SE 1/4 OF SECTION 33, T119N, R29W, ON THE NORTHWEST
 QP1989'RIGHT-OF-WAY OF TRUNK HIGHWAY 15 AT MILEPOINT 114.75, 1.0 MI (1.6 KM)
 QP1989'SOUTHERLY ALONG TRUNK HIGHWAY 15 FROM ITS EAST JUCNTION WITH TRUNK
 QP1989'HIGHWAY 12 AT DASSEL.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 QP1989'CONTROL MONUMENT DISK STAMPED---4706 J 1986---, IS SET ON THE TOP OF
 QP1989'A DRIVEN 3/4-INCH DIAMETER BY 23-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 QP1989'WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.  THE
 QP1989'MARK IS 42 FT (12.8 M) NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1989'15, 123.8 FT (37.7 M) NORTHEAST OF A POWER POLE, 5.0 FT (1.5 M)
 QP1989'WEST-SOUTHWEST OF A CORNER FENCE POST, AND 1.4 FT (0.4 M)
 QP1989'SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 QP1989'THE MARK MAGNETIC.
 QP1989
 QP1989                          STATION RECOVERY (2005)
 QP1989
 QP1989'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1989'0.75 MILES SOUTHWEST OF DASSEL, 0.1 MILES SOUTH ON TRUNK HIGHWAY 15
 QP1989'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12, AT TRUNK
 QP1989'HIGHWAY 15 MILEPOINT 114.75, 42.0 FEET NORTHWEST OF TRUNK HIGHWAY 15,
 QP1989'123.8 FEET NORTHEAST OF POWER POLE, 5.0 FEET WEST-SOUTHWEST OF CORNER
 QP1989'FENCE POST, 1.4 FEET SOUTH-SOUTHEAST OF WITNESS POST
 QP1989
 QP1989                          STATION RECOVERY (2005)
 QP1989
 QP1989'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1989'0.75 MILES SOUTHWEST OF DASSEL, 0.1 MILES SOUTH ON TRUNK HIGHWAY 15
 QP1989'FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12, AT TRUNK
 QP1989'HIGHWAY 15 MILEPOINT 114.75, 42.0 FEET NORTHWEST OF TRUNK HIGHWAY 15,
 QP1989'123.8 FEET NORTHEAST OF POWER POLE, 5.0 FEET WEST-SOUTHWEST OF CORNER
 QP1989'FENCE POST, 1.4 FEET SOUTH-SOUTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4801 ***********************************************************************
 DM4801  DESIGNATION -  4706 K
 DM4801  PID         -  DM4801
 DM4801  STATE/COUNTY-  MN/MEEKER
 DM4801  COUNTRY     -  US
 DM4801  USGS QUAD   -  DASSEL (1982)
 DM4801
 DM4801                         *CURRENT SURVEY CONTROL
 DM4801  ______________________________________________________________________
 DM4801* NAD 83(1986) POSITION- 45 04 46.21   (N) 094 19 23.75   (W)   HD_HELD1  
 DM4801* NAVD 88 ORTHO HEIGHT -   344.998  (meters)    1131.88  (feet) ADJUSTED  
 DM4801  ______________________________________________________________________
 DM4801  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DM4801  DYNAMIC HEIGHT  -        344.976 (meters)     1131.81  (feet) COMP
 DM4801  MODELED GRAVITY -    980,544.2   (mgal)                       NAVD 88
 DM4801
 DM4801  VERT ORDER      -  SECOND    CLASS I
 DM4801
 DM4801.The horizontal coordinates were established by differentially corrected
 DM4801.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 DM4801.
 DM4801.The orthometric height was determined by differential leveling and
 DM4801.adjusted in February 2011.
 DM4801
 DM4801.Photographs are available for this station.
 DM4801
 DM4801.The dynamic height is computed by dividing the NAVD 88
 DM4801.geopotential number by the normal gravity value computed on the
 DM4801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4801.degrees latitude (g = 980.6199 gals.).
 DM4801
 DM4801.The modeled gravity was interpolated from observed gravity values.
 DM4801
 DM4801;                    North         East    Units  Estimated Accuracy
 DM4801;SPC MN S     -   331,112.2     774,547.7     MT  (+/- 3 meters HH1 GPS) 
 DM4801
 DM4801                          SUPERSEDED SURVEY CONTROL
 DM4801
 DM4801.No superseded survey control is available for this station.
 DM4801
 DM4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9585092633(NAD 83)
 DM4801
 DM4801_MARKER: DV = VERTICAL CONTROL DISK
 DM4801_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4801_SP_SET: BRIDGE RAILING
 DM4801_STAMPING: 4706 K 2002
 DM4801_MARK LOGO: MNDT  
 DM4801_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4801+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM4801
 DM4801  HISTORY     - Date     Condition        Report By
 DM4801  HISTORY     - 1992     MONUMENTED       MNDT
 DM4801  HISTORY     - 20021010 GOOD             MNDT
 DM4801  HISTORY     - 20050418 GOOD             MNDT
 DM4801  HISTORY     - 20090930 GOOD             MNDT
 DM4801
 DM4801                          STATION DESCRIPTION
 DM4801
 DM4801'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DM4801'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF COKATO, 4.4 MI
 DM4801'(7.1 KM) EAST-SOUTHEAST OF DARWIN AND 0.8 MI (1.3 KM) WEST OF DASSEL,
 DM4801'MINNESOTA.
 DM4801' 
 DM4801'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK
 DM4801'HIGHWAY 12FORM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12, GO
 DM4801'0.15 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 15 TO MILE POINT 116.05.
 DM4801' 
 DM4801'THE MARK IS FOUND ATOP A JERSEY BARRIER APPROACH AT THE SOUTHEAST
 DM4801'CORNER OF TRUNK HIGHWAY 15 BRIDGE NUMBER 47005 OVER SOME RAILROAD
 DM4801'TRACKS, 22.0 FT (6.7 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 15,
 DM4801'11.5 FT (3.5 M) NORTH OF THE BEGINNING OF THE JERSEY BARRIER BRIDGE
 DM4801'APPROACH.
 DM4801' 
 DM4801'THE MARK WAS SET IN THE BRIDGE IN 1992 WHEN THE BRIDGE WAS BUILT THEN
 DM4801'STAMPED IN 2002 WHEN SURVEYED.
 DM4801
 DM4801                          STATION RECOVERY (2005)
 DM4801
 DM4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DM4801'MARK IS LOCATED 0.5 MI (0.8 KM) WEST OF DASSEL (IN RAIL AT SOUTHEAST
 DM4801'CORNER OF TRUNK HIGHWAY 15 BRIDGE NUMBER 47005 OVER RAILROAD TRACKS),
 DM4801'0.15 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 15 FORM JUNCTION OF TRUNK
 DM4801'HIGHWAY 15 AND TRUNK HIGHWAY 12, AT TRUNK HIGHWAY 15 MILE POINT
 DM4801'116.05.
 DM4801' 
 DM4801'TO REACH STATION HEAD SOUTH ON FIRST ST/COUNTY ROAD 4 TOWARD PARKER
 DM4801'AVENUE W FOR 89 FT (27.1 M) TAKE THE FIRST RIGHT ONTO PARKER AVENUE
 DM4801'W/US-12 W FOR 0.8 MI (1.3 KM) TURN LEFT AT MN-15 S FOR 0.1 MI (0.2 KM)
 DM4801'AND DESTINATION WILL BE ON THE LEFT.  MARK IS 22.0 FT (6.7 M) EAST OF
 DM4801'TRUNK HIGHWAY 15, 11.5 FT (3.5 M) NORTH OF END OF BRIDGE RAILING.
 DM4801' 
 DM4801'STATION MARK IS MNDT VERTICAL CONTROL DISK SET IN BRIDGE RAILING AT
 DM4801'SOUTHEAST CORNER OF TRUNK HIGHWAY 15 BRIDGE NUMBER 47005 OVER RAILROAD
 DM4801'TRACKS.
 DM4801
 DM4801                          STATION RECOVERY (2009)
 DM4801
 DM4801'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DM4801'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9764 ***********************************************************************
 DL9764  DESIGNATION -  4706 L
 DL9764  PID         -  DL9764
 DL9764  STATE/COUNTY-  MN/MEEKER
 DL9764  COUNTRY     -  US
 DL9764  USGS QUAD   -  DASSEL (1982)
 DL9764
 DL9764                         *CURRENT SURVEY CONTROL
 DL9764  ______________________________________________________________________
 DL9764* NAD 83(2007) POSITION- 45 00 10.84171(N) 094 22 07.28199(W)   ADJUSTED  
 DL9764* NAD 83(2007) ELLIP HT-   311.210 (meters)        (07/16/10)   ADJUSTED
 DL9764* NAD 83(2007) EPOCH   -  2002.00
 DL9764* NAVD 88 ORTHO HEIGHT -   338.329  (meters)    1110.00  (feet) ADJUSTED  
 DL9764  ______________________________________________________________________
 DL9764  NAD 83(2007) X  -   -344,122.402 (meters)                     COMP
 DL9764  NAD 83(2007) Y  - -4,504,448.578 (meters)                     COMP
 DL9764  NAD 83(2007) Z  -  4,487,805.129 (meters)                     COMP
 DL9764  LAPLACE CORR    -         -4.19  (seconds)                    DEFLEC09
 DL9764  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DL9764  DYNAMIC HEIGHT  -        338.305 (meters)     1109.92  (feet) COMP
 DL9764  MODELED GRAVITY -    980,536.7   (mgal)                       NAVD 88
 DL9764
 DL9764  HORZ ORDER      -  FIRST
 DL9764  VERT ORDER      -  SECOND    CLASS I
 DL9764  ELLP ORDER      -  THIRD     CLASS II
 DL9764
 DL9764.The horizontal coordinates were established by GPS observations
 DL9764.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9764
 DL9764.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9764.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9764
 DL9764.The horizontal coordinates are valid at the epoch date displayed above
 DL9764.which is a decimal equivalence of Year/Month/Day.
 DL9764
 DL9764.The orthometric height was determined by differential leveling and
 DL9764.adjusted in March 2011.
 DL9764
 DL9764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9764
 DL9764.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9764
 DL9764.The ellipsoidal height was determined by GPS observations
 DL9764.and is referenced to NAD 83.
 DL9764
 DL9764.The dynamic height is computed by dividing the NAVD 88
 DL9764.geopotential number by the normal gravity value computed on the
 DL9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9764.degrees latitude (g = 980.6199 gals.).
 DL9764
 DL9764.The modeled gravity was interpolated from observed gravity values.
 DL9764
 DL9764. The following values were computed from the NAD 83(2007) position.
 DL9764
 DL9764;                    North         East     Units Scale Factor Converg.
 DL9764;SPC MN S     -   322,626.996   770,932.779   MT  0.99996033   -0 15 30.3
 DL9764;SPC MN S     - 1,058,485.40  2,529,301.96   sFT  0.99996033   -0 15 30.3
 DL9764;UTM  15      - 4,984,196.109   392,131.972   MT  0.99974307   -0 58 04.6
 DL9764
 DL9764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9764!SPC MN S     -   0.99995121  x   0.99996033  =   0.99991154
 DL9764!UTM  15      -   0.99995121  x   0.99974307  =   0.99969429
 DL9764
 DL9764:                Primary Azimuth Mark                     Grid Az
 DL9764:SPC MN S     -  SKIDS                                    004 54 03.0
 DL9764:UTM  15      -  SKIDS                                    005 36 37.3
 DL9764
 DL9764|---------------------------------------------------------------------|
 DL9764| PID    Reference Object                     Distance      Geod. Az  |
 DL9764|                                                           dddmmss.s |
 DL9764| DL9782 SKIDS                               APPROX. 0.6 KM 0043832.7 |
 DL9764|---------------------------------------------------------------------|
 DL9764
 DL9764                          SUPERSEDED SURVEY CONTROL
 DL9764
 DL9764  NAVD 88 (07/16/10)  338.33   (m)         1110.0    (f) LEVELING    3  
 DL9764
 DL9764.Superseded values are not recommended for survey control.
 DL9764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9764.See file dsdata.txt to determine how the superseded data were derived.
 DL9764
 DL9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9213184196(NAD 83)
 DL9764
 DL9764_MARKER: I = METAL ROD
 DL9764_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9764_STAMPING: 4706 L 2009
 DL9764_MARK LOGO: MNDT  
 DL9764_PROJECTION: RECESSED 8 CENTIMETERS
 DL9764_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9764+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9764_ROD/PIPE-DEPTH:  9.1 meters
 DL9764
 DL9764  HISTORY     - Date     Condition        Report By
 DL9764  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9764  HISTORY     - 20090930 GOOD             MNDT
 DL9764
 DL9764                          STATION DESCRIPTION
 DL9764
 DL9764'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9764'THE MARK IS 6.2 MILES SOUTHWEST OF DASSEL, 6.4 MILES SOUTH ALONG TRUNK
 DL9764'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 (1.0
 DL9764'MILE WEST OF DASSEL), AT TRUNK HIGHWAY 15 MILEPOINT 109.05, 72.6 FEET
 DL9764'WEST OF TRUNK HIGHWAY 15, 61.0 FEET NORTH OF ENTRANCE TO HOLMQUIST
 DL9764'STORAGE, 1.9 FEET SOUTH OF WITNESS POST.
 DL9764
 DL9764                          STATION RECOVERY (2009)
 DL9764
 DL9764'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9764'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9765 ***********************************************************************
 DL9765  DESIGNATION -  4706 M
 DL9765  PID         -  DL9765
 DL9765  STATE/COUNTY-  MN/MEEKER
 DL9765  COUNTRY     -  US
 DL9765  USGS QUAD   -  DASSEL (1982)
 DL9765
 DL9765                         *CURRENT SURVEY CONTROL
 DL9765  ______________________________________________________________________
 DL9765* NAD 83(2007) POSITION- 45 02 12.32809(N) 094 22 01.43603(W)   ADJUSTED  
 DL9765* NAD 83(2007) ELLIP HT-   298.464 (meters)        (07/16/10)   ADJUSTED
 DL9765* NAD 83(2007) EPOCH   -  2002.00
 DL9765* NAVD 88 ORTHO HEIGHT -   325.544  (meters)    1068.06  (feet) ADJUSTED  
 DL9765  ______________________________________________________________________
 DL9765  NAD 83(2007) X  -   -343,792.043 (meters)                     COMP
 DL9765  NAD 83(2007) Y  - -4,501,804.146 (meters)                     COMP
 DL9765  NAD 83(2007) Z  -  4,490,447.175 (meters)                     COMP
 DL9765  LAPLACE CORR    -         -4.31  (seconds)                    DEFLEC09
 DL9765  GEOID HEIGHT    -        -27.08  (meters)                     GEOID09
 DL9765  DYNAMIC HEIGHT  -        325.522 (meters)     1067.98  (feet) COMP
 DL9765  MODELED GRAVITY -    980,542.1   (mgal)                       NAVD 88
 DL9765
 DL9765  HORZ ORDER      -  FIRST
 DL9765  VERT ORDER      -  SECOND    CLASS I
 DL9765  ELLP ORDER      -  THIRD     CLASS II
 DL9765
 DL9765.The horizontal coordinates were established by GPS observations
 DL9765.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9765
 DL9765.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9765.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9765
 DL9765.The horizontal coordinates are valid at the epoch date displayed above
 DL9765.which is a decimal equivalence of Year/Month/Day.
 DL9765
 DL9765.The orthometric height was determined by differential leveling and
 DL9765.adjusted in March 2011.
 DL9765
 DL9765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9765
 DL9765.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9765
 DL9765.The ellipsoidal height was determined by GPS observations
 DL9765.and is referenced to NAD 83.
 DL9765
 DL9765.The dynamic height is computed by dividing the NAVD 88
 DL9765.geopotential number by the normal gravity value computed on the
 DL9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9765.degrees latitude (g = 980.6199 gals.).
 DL9765
 DL9765.The modeled gravity was interpolated from observed gravity values.
 DL9765
 DL9765. The following values were computed from the NAD 83(2007) position.
 DL9765
 DL9765;                    North         East     Units Scale Factor Converg.
 DL9765;SPC MN S     -   326,376.534   771,077.644   MT  0.99996566   -0 15 26.2
 DL9765;SPC MN S     - 1,070,787.01  2,529,777.24   sFT  0.99996566   -0 15 26.2
 DL9765;UTM  15      - 4,987,942.739   392,323.233   MT  0.99974256   -0 58 02.5
 DL9765
 DL9765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9765!SPC MN S     -   0.99995321  x   0.99996566  =   0.99991887
 DL9765!UTM  15      -   0.99995321  x   0.99974256  =   0.99969578
 DL9765
 DL9765:                Primary Azimuth Mark                     Grid Az
 DL9765:SPC MN S     -  4706 C                                   186 47 15.9
 DL9765:UTM  15      -  4706 C                                   187 29 52.2
 DL9765
 DL9765|---------------------------------------------------------------------|
 DL9765| PID    Reference Object                     Distance      Geod. Az  |
 DL9765|                                                           dddmmss.s |
 DL9765| QP1980 4706 C                              APPROX. 1.6 KM 1863149.7 |
 DL9765|---------------------------------------------------------------------|
 DL9765
 DL9765                          SUPERSEDED SURVEY CONTROL
 DL9765
 DL9765  NAVD 88 (07/16/10)  325.54   (m)         1068.0    (f) LEVELING    3  
 DL9765
 DL9765.Superseded values are not recommended for survey control.
 DL9765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9765.See file dsdata.txt to determine how the superseded data were derived.
 DL9765
 DL9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9232387942(NAD 83)
 DL9765
 DL9765_MARKER: I = METAL ROD
 DL9765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9765_STAMPING: 4706 M 2009
 DL9765_MARK LOGO: MNDT  
 DL9765_PROJECTION: RECESSED 3 CENTIMETERS
 DL9765_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9765+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9765_ROD/PIPE-DEPTH:  6.1 meters
 DL9765
 DL9765  HISTORY     - Date     Condition        Report By
 DL9765  HISTORY     - 20090630 MONUMENTED       MNDT
 DL9765  HISTORY     - 20090930 GOOD             MNDT
 DL9765
 DL9765                          STATION DESCRIPTION
 DL9765
 DL9765'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9765'THE MARK IS 4.1 MILES SOUTHWEST OF DASSLE, 4.05 MILES SOUTH ALONG
 DL9765'TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY
 DL9765'12, (1.0 MILE WEST OF DASSLE), AT TRUNK HIGHWAY 15 MILEPOINT 111.35,
 DL9765'90 FEET EAST OF TRUNK HIGHWAY 15, 40 FEET SOUTH OF 200TH STREET, 10
 DL9765'FEET SOUTH OF POWER POLE WITH GUY WIRE, 1.2 FEET WEST OF WITNESS POST.
 DL9765
 DL9765                          STATION RECOVERY (2009)
 DL9765
 DL9765'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9766 ***********************************************************************
 DL9766  DESIGNATION -  4706 N
 DL9766  PID         -  DL9766
 DL9766  STATE/COUNTY-  MN/MEEKER
 DL9766  COUNTRY     -  US
 DL9766  USGS QUAD   -  DASSEL (1982)
 DL9766
 DL9766                         *CURRENT SURVEY CONTROL
 DL9766  ______________________________________________________________________
 DL9766* NAD 83(2007) POSITION- 45 02 31.04312(N) 094 21 30.37292(W)   ADJUSTED  
 DL9766* NAD 83(2007) ELLIP HT-   311.255 (meters)        (07/16/10)   ADJUSTED
 DL9766* NAD 83(2007) EPOCH   -  2002.00
 DL9766* NAVD 88 ORTHO HEIGHT -   338.345  (meters)    1110.05  (feet) ADJUSTED  
 DL9766  ______________________________________________________________________
 DL9766  NAD 83(2007) X  -   -343,083.694 (meters)                     COMP
 DL9766  NAD 83(2007) Y  - -4,501,457.243 (meters)                     COMP
 DL9766  NAD 83(2007) Z  -  4,490,864.486 (meters)                     COMP
 DL9766  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC09
 DL9766  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DL9766  DYNAMIC HEIGHT  -        338.324 (meters)     1109.98  (feet) COMP
 DL9766  MODELED GRAVITY -    980,542.2   (mgal)                       NAVD 88
 DL9766
 DL9766  HORZ ORDER      -  FIRST
 DL9766  VERT ORDER      -  SECOND    CLASS I
 DL9766  ELLP ORDER      -  THIRD     CLASS II
 DL9766
 DL9766.The horizontal coordinates were established by GPS observations
 DL9766.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9766
 DL9766.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9766.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9766
 DL9766.The horizontal coordinates are valid at the epoch date displayed above
 DL9766.which is a decimal equivalence of Year/Month/Day.
 DL9766
 DL9766.The orthometric height was determined by differential leveling and
 DL9766.adjusted in March 2011.
 DL9766
 DL9766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9766
 DL9766.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9766
 DL9766.The ellipsoidal height was determined by GPS observations
 DL9766.and is referenced to NAD 83.
 DL9766
 DL9766.The dynamic height is computed by dividing the NAVD 88
 DL9766.geopotential number by the normal gravity value computed on the
 DL9766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9766.degrees latitude (g = 980.6199 gals.).
 DL9766
 DL9766.The modeled gravity was interpolated from observed gravity values.
 DL9766
 DL9766. The following values were computed from the NAD 83(2007) position.
 DL9766
 DL9766;                    North         East     Units Scale Factor Converg.
 DL9766;SPC MN S     -   326,951.227   771,760.053   MT  0.99996652   -0 15 04.5
 DL9766;SPC MN S     - 1,072,672.48  2,532,016.11   sFT  0.99996652   -0 15 04.5
 DL9766;UTM  15      - 4,988,508.804   393,012.557   MT  0.99974074   -0 57 40.9
 DL9766
 DL9766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9766!SPC MN S     -   0.99995120  x   0.99996652  =   0.99991772
 DL9766!UTM  15      -   0.99995120  x   0.99974074  =   0.99969195
 DL9766
 DL9766:                Primary Azimuth Mark                     Grid Az
 DL9766:SPC MN S     -  4706 M                                   229 53 51.0
 DL9766:UTM  15      -  4706 M                                   230 36 27.4
 DL9766
 DL9766|---------------------------------------------------------------------|
 DL9766| PID    Reference Object                     Distance      Geod. Az  |
 DL9766|                                                           dddmmss.s |
 DL9766| DL9765 4706 M                              APPROX. 0.9 KM 2293846.5 |
 DL9766|---------------------------------------------------------------------|
 DL9766
 DL9766                          SUPERSEDED SURVEY CONTROL
 DL9766
 DL9766  NAVD 88 (07/16/10)  338.35   (m)         1110.1    (f) LEVELING    3  
 DL9766
 DL9766.Superseded values are not recommended for survey control.
 DL9766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9766.See file dsdata.txt to determine how the superseded data were derived.
 DL9766
 DL9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9301288508(NAD 83)
 DL9766
 DL9766_MARKER: I = METAL ROD
 DL9766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9766_STAMPING: 4706 N 2009
 DL9766_MARK LOGO: MNDT  
 DL9766_PROJECTION: RECESSED 8 CENTIMETERS
 DL9766_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9766+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9766_ROD/PIPE-DEPTH:  9.1 meters
 DL9766
 DL9766  HISTORY     - Date     Condition        Report By
 DL9766  HISTORY     - 20090629 MONUMENTED       MNDT
 DL9766  HISTORY     - 20090930 GOOD             MNDT
 DL9766
 DL9766                          STATION DESCRIPTION
 DL9766
 DL9766'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9766'THE MARK IS 3.6 MILES SOUTHWEST OF DASSLE, 3.5 MILES SOUTH ALONG TRUNK
 DL9766'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 (1.0
 DL9766'MILE WEST OF DASSLE), AT TRUNK HIGHWAY 15 MILEPOINT 111.95, 75 FEET
 DL9766'NORTHWEST OF TRUNK HIGHWAY 15, 50 FEET SOUTHWEST OF 700TH AVENUE.
 DL9766
 DL9766                          STATION RECOVERY (2009)
 DL9766
 DL9766'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9766'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9767 ***********************************************************************
 DL9767  DESIGNATION -  4706 P
 DL9767  PID         -  DL9767
 DL9767  STATE/COUNTY-  MN/MEEKER
 DL9767  COUNTRY     -  US
 DL9767  USGS QUAD   -  DASSEL (1982)
 DL9767
 DL9767                         *CURRENT SURVEY CONTROL
 DL9767  ______________________________________________________________________
 DL9767* NAD 83(2007) POSITION- 45 02 59.03809(N) 094 20 20.72519(W)   ADJUSTED  
 DL9767* NAD 83(2007) ELLIP HT-   296.026 (meters)        (07/16/10)   ADJUSTED
 DL9767* NAD 83(2007) EPOCH   -  2002.00
 DL9767* NAVD 88 ORTHO HEIGHT -   323.146  (meters)    1060.19  (feet) ADJUSTED  
 DL9767  ______________________________________________________________________
 DL9767  NAD 83(2007) X  -   -341,516.617 (meters)                     COMP
 DL9767  NAD 83(2007) Y  - -4,500,952.250 (meters)                     COMP
 DL9767  NAD 83(2007) Z  -  4,491,464.338 (meters)                     COMP
 DL9767  LAPLACE CORR    -         -4.93  (seconds)                    DEFLEC09
 DL9767  GEOID HEIGHT    -        -27.12  (meters)                     GEOID09
 DL9767  DYNAMIC HEIGHT  -        323.125 (meters)     1060.12  (feet) COMP
 DL9767  MODELED GRAVITY -    980,542.0   (mgal)                       NAVD 88
 DL9767
 DL9767  HORZ ORDER      -  FIRST
 DL9767  VERT ORDER      -  SECOND    CLASS I
 DL9767  ELLP ORDER      -  THIRD     CLASS II
 DL9767
 DL9767.The horizontal coordinates were established by GPS observations
 DL9767.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9767
 DL9767.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9767.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9767
 DL9767.The horizontal coordinates are valid at the epoch date displayed above
 DL9767.which is a decimal equivalence of Year/Month/Day.
 DL9767
 DL9767.The orthometric height was determined by differential leveling and
 DL9767.adjusted in March 2011.
 DL9767
 DL9767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9767
 DL9767.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9767
 DL9767.The ellipsoidal height was determined by GPS observations
 DL9767.and is referenced to NAD 83.
 DL9767
 DL9767.The dynamic height is computed by dividing the NAVD 88
 DL9767.geopotential number by the normal gravity value computed on the
 DL9767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9767.degrees latitude (g = 980.6199 gals.).
 DL9767
 DL9767.The modeled gravity was interpolated from observed gravity values.
 DL9767
 DL9767. The following values were computed from the NAD 83(2007) position.
 DL9767
 DL9767;                    North         East     Units Scale Factor Converg.
 DL9767;SPC MN S     -   327,808.898   773,287.876   MT  0.99996781   -0 14 15.6
 DL9767;SPC MN S     - 1,075,486.36  2,537,028.64   sFT  0.99996781   -0 14 15.6
 DL9767;UTM  15      - 4,989,347.282   394,550.542   MT  0.99973673   -0 56 52.0
 DL9767
 DL9767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9767!SPC MN S     -   0.99995359  x   0.99996781  =   0.99992140
 DL9767!UTM  15      -   0.99995359  x   0.99973673  =   0.99969033
 DL9767
 DL9767:                Primary Azimuth Mark                     Grid Az
 DL9767:SPC MN S     -  4706 Q                                   033 53 50.3
 DL9767:UTM  15      -  4706 Q                                   034 36 26.7
 DL9767
 DL9767|---------------------------------------------------------------------|
 DL9767| PID    Reference Object                     Distance      Geod. Az  |
 DL9767|                                                           dddmmss.s |
 DL9767| DL9768 4706 Q                              APPROX. 1.6 KM 0333934.7 |
 DL9767|---------------------------------------------------------------------|
 DL9767
 DL9767                          SUPERSEDED SURVEY CONTROL
 DL9767
 DL9767  NAVD 88 (07/16/10)  323.15   (m)         1060.2    (f) LEVELING    3  
 DL9767
 DL9767.Superseded values are not recommended for survey control.
 DL9767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9767.See file dsdata.txt to determine how the superseded data were derived.
 DL9767
 DL9767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9455089347(NAD 83)
 DL9767
 DL9767_MARKER: I = METAL ROD
 DL9767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9767_STAMPING: 4706 P 2009
 DL9767_MARK LOGO: MNDT  
 DL9767_PROJECTION: RECESSED 5 CENTIMETERS
 DL9767_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9767+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9767_ROD/PIPE-DEPTH:  7.6 meters
 DL9767
 DL9767  HISTORY     - Date     Condition        Report By
 DL9767  HISTORY     - 20090629 MONUMENTED       MNDT
 DL9767  HISTORY     - 20090930 GOOD             MNDT
 DL9767
 DL9767                          STATION DESCRIPTION
 DL9767
 DL9767'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9767'THE MARK IS 2.5 MILES SOUTHWEST OF DASSEL, 2.4 MILES SOUTH ALONG TRUNK
 DL9767'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 AT
 DL9767'TRUNK HIGHWAY 15 MILEPOINT 113.05, 62.9 FEET NORTHWEST OF TRUNK
 DL9767'HIGHWAY 15, 25.2 FEET NORTHEAST OF FIELD ENTRANCE, 1.2 FEET SOUTHEAST
 DL9767'OF WITNESS POST.
 DL9767
 DL9767                          STATION RECOVERY (2009)
 DL9767
 DL9767'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9767'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9768 ***********************************************************************
 DL9768  DESIGNATION -  4706 Q
 DL9768  PID         -  DL9768
 DL9768  STATE/COUNTY-  MN/MEEKER
 DL9768  COUNTRY     -  US
 DL9768  USGS QUAD   -  DASSEL (1982)
 DL9768
 DL9768                         *CURRENT SURVEY CONTROL
 DL9768  ______________________________________________________________________
 DL9768* NAD 83(2007) POSITION- 45 03 41.84122(N) 094 19 40.50644(W)   ADJUSTED  
 DL9768* NAD 83(2007) ELLIP HT-   305.140 (meters)        (07/16/10)   ADJUSTED
 DL9768* NAD 83(2007) EPOCH   -  2002.00
 DL9768* NAVD 88 ORTHO HEIGHT -   332.274  (meters)    1090.14  (feet) ADJUSTED  
 DL9768  ______________________________________________________________________
 DL9768  NAD 83(2007) X  -   -340,568.893 (meters)                     COMP
 DL9768  NAD 83(2007) Y  - -4,500,092.560 (meters)                     COMP
 DL9768  NAD 83(2007) Z  -  4,492,404.255 (meters)                     COMP
 DL9768  LAPLACE CORR    -         -5.12  (seconds)                    DEFLEC09
 DL9768  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DL9768  DYNAMIC HEIGHT  -        332.252 (meters)     1090.06  (feet) COMP
 DL9768  MODELED GRAVITY -    980,542.8   (mgal)                       NAVD 88
 DL9768
 DL9768  HORZ ORDER      -  FIRST
 DL9768  VERT ORDER      -  SECOND    CLASS I
 DL9768  ELLP ORDER      -  THIRD     CLASS II
 DL9768
 DL9768.The horizontal coordinates were established by GPS observations
 DL9768.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9768
 DL9768.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9768.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9768
 DL9768.The horizontal coordinates are valid at the epoch date displayed above
 DL9768.which is a decimal equivalence of Year/Month/Day.
 DL9768
 DL9768.The orthometric height was determined by differential leveling and
 DL9768.adjusted in March 2011.
 DL9768
 DL9768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9768
 DL9768.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9768
 DL9768.The ellipsoidal height was determined by GPS observations
 DL9768.and is referenced to NAD 83.
 DL9768
 DL9768.The dynamic height is computed by dividing the NAVD 88
 DL9768.geopotential number by the normal gravity value computed on the
 DL9768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9768.degrees latitude (g = 980.6199 gals.).
 DL9768
 DL9768.The modeled gravity was interpolated from observed gravity values.
 DL9768
 DL9768. The following values were computed from the NAD 83(2007) position.
 DL9768
 DL9768;                    North         East     Units Scale Factor Converg.
 DL9768;SPC MN S     -   329,126.599   774,173.246   MT  0.99996982   -0 13 47.4
 DL9768;SPC MN S     - 1,079,809.52  2,539,933.39   sFT  0.99996982   -0 13 47.4
 DL9768;UTM  15      - 4,990,653.603   395,451.965   MT  0.99973440   -0 56 24.3
 DL9768
 DL9768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9768!SPC MN S     -   0.99995216  x   0.99996982  =   0.99992198
 DL9768!UTM  15      -   0.99995216  x   0.99973440  =   0.99968657
 DL9768
 DL9768:                Primary Azimuth Mark                     Grid Az
 DL9768:SPC MN S     -  4706 G                                   205 18 20.2
 DL9768:UTM  15      -  4706 G                                   206 00 57.1
 DL9768
 DL9768|---------------------------------------------------------------------|
 DL9768| PID    Reference Object                     Distance      Geod. Az  |
 DL9768|                                                           dddmmss.s |
 DL9768| QP1987 4706 G                              APPROX. 0.9 KM 2050432.8 |
 DL9768| DL9769 4706 R                              APPROX. 0.5 KM 3512312.8 |
 DL9768|---------------------------------------------------------------------|
 DL9768
 DL9768                          SUPERSEDED SURVEY CONTROL
 DL9768
 DL9768  NAVD 88 (07/16/10)  332.27   (m)         1090.1    (f) LEVELING    3  
 DL9768
 DL9768.Superseded values are not recommended for survey control.
 DL9768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9768.See file dsdata.txt to determine how the superseded data were derived.
 DL9768
 DL9768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9545190653(NAD 83)
 DL9768
 DL9768_MARKER: I = METAL ROD
 DL9768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9768_STAMPING: 4706 Q 2009
 DL9768_MARK LOGO: MNDT  
 DL9768_PROJECTION: RECESSED 5 CENTIMETERS
 DL9768_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9768+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9768_ROD/PIPE-DEPTH:  9.1 meters
 DL9768
 DL9768  HISTORY     - Date     Condition        Report By
 DL9768  HISTORY     - 20090629 MONUMENTED       MNDT
 DL9768  HISTORY     - 20090930 GOOD             MNDT
 DL9768
 DL9768                          STATION DESCRIPTION
 DL9768
 DL9768'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9768'THE MARK IS 1.7 MILES SOUTHWEST OF DASSEL, 1.3 MILES SOUTH ALONG TRUNK
 DL9768'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 22 AT
 DL9768'TRUNK HIGHWAY 15 MILEPOINT 114.10, 73.6 FEET EAST OF TRUNK HIGHWAY 15,
 DL9768'29.8 FEET SOUTH OF DRIVEWAY NUMBER 21758, 9.5 FEET SOUTH OF CABLE BOX
 DL9768'NUMBER 6001, 7.3 FEET SOUTH OF WITNESS POST.
 DL9768
 DL9768                          STATION RECOVERY (2009)
 DL9768
 DL9768'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9768'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9769 ***********************************************************************
 DL9769  DESIGNATION -  4706 R
 DL9769  PID         -  DL9769
 DL9769  STATE/COUNTY-  MN/MEEKER
 DL9769  COUNTRY     -  US
 DL9769  USGS QUAD   -  DASSEL (1982)
 DL9769
 DL9769                         *CURRENT SURVEY CONTROL
 DL9769  ______________________________________________________________________
 DL9769* NAD 83(2007) POSITION- 45 03 59.04707(N) 094 19 44.18404(W)   ADJUSTED  
 DL9769* NAD 83(2007) ELLIP HT-   305.997 (meters)        (07/16/10)   ADJUSTED
 DL9769* NAD 83(2007) EPOCH   -  2002.00
 DL9769* NAVD 88 ORTHO HEIGHT -   333.120  (meters)    1092.91  (feet) ADJUSTED  
 DL9769  ______________________________________________________________________
 DL9769  NAD 83(2007) X  -   -340,620.790 (meters)                     COMP
 DL9769  NAD 83(2007) Y  - -4,499,712.146 (meters)                     COMP
 DL9769  NAD 83(2007) Z  -  4,492,780.039 (meters)                     COMP
 DL9769  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC09
 DL9769  GEOID HEIGHT    -        -27.13  (meters)                     GEOID09
 DL9769  DYNAMIC HEIGHT  -        333.098 (meters)     1092.84  (feet) COMP
 DL9769  MODELED GRAVITY -    980,543.4   (mgal)                       NAVD 88
 DL9769
 DL9769  HORZ ORDER      -  FIRST
 DL9769  VERT ORDER      -  SECOND    CLASS I
 DL9769  ELLP ORDER      -  THIRD     CLASS II
 DL9769
 DL9769.The horizontal coordinates were established by GPS observations
 DL9769.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9769
 DL9769.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9769.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9769
 DL9769.The horizontal coordinates are valid at the epoch date displayed above
 DL9769.which is a decimal equivalence of Year/Month/Day.
 DL9769
 DL9769.The orthometric height was determined by differential leveling and
 DL9769.adjusted in March 2011.
 DL9769
 DL9769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9769
 DL9769.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9769
 DL9769.The ellipsoidal height was determined by GPS observations
 DL9769.and is referenced to NAD 83.
 DL9769
 DL9769.The dynamic height is computed by dividing the NAVD 88
 DL9769.geopotential number by the normal gravity value computed on the
 DL9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9769.degrees latitude (g = 980.6199 gals.).
 DL9769
 DL9769.The modeled gravity was interpolated from observed gravity values.
 DL9769
 DL9769. The following values were computed from the NAD 83(2007) position.
 DL9769
 DL9769;                    North         East     Units Scale Factor Converg.
 DL9769;SPC MN S     -   329,658.051   774,094.926   MT  0.99997064   -0 13 50.0
 DL9769;SPC MN S     - 1,081,553.12  2,539,676.44   sFT  0.99997064   -0 13 50.0
 DL9769;UTM  15      - 4,991,185.860   395,380.257   MT  0.99973458   -0 56 27.2
 DL9769
 DL9769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9769!SPC MN S     -   0.99995203  x   0.99997064  =   0.99992267
 DL9769!UTM  15      -   0.99995203  x   0.99973458  =   0.99968662
 DL9769
 DL9769:                Primary Azimuth Mark                     Grid Az
 DL9769:SPC MN S     -  4706 G                                   193 12 19.0
 DL9769:UTM  15      -  4706 G                                   193 54 56.2
 DL9769
 DL9769|---------------------------------------------------------------------|
 DL9769| PID    Reference Object                     Distance      Geod. Az  |
 DL9769|                                                           dddmmss.s |
 DL9769| QP1987 4706 G                              APPROX. 1.4 KM 1925829.0 |
 DL9769|---------------------------------------------------------------------|
 DL9769
 DL9769                          SUPERSEDED SURVEY CONTROL
 DL9769
 DL9769  NAVD 88 (07/16/10)  333.12   (m)         1092.9    (f) LEVELING    3  
 DL9769
 DL9769.Superseded values are not recommended for survey control.
 DL9769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9769.See file dsdata.txt to determine how the superseded data were derived.
 DL9769
 DL9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9538091185(NAD 83)
 DL9769
 DL9769_MARKER: I = METAL ROD
 DL9769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9769_STAMPING: 4706 R 2009
 DL9769_MARK LOGO: MNDT  
 DL9769_PROJECTION: RECESSED 3 CENTIMETERS
 DL9769_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL9769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9769+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9769_ROD/PIPE-DEPTH:  7.6 meters
 DL9769
 DL9769  HISTORY     - Date     Condition        Report By
 DL9769  HISTORY     - 20090629 MONUMENTED       MNDT
 DL9769  HISTORY     - 20090930 GOOD             MNDT
 DL9769
 DL9769                          STATION DESCRIPTION
 DL9769
 DL9769'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9769'THE MARK IS 1.2 MILES SOUTHWEST OF DASSEL, 1.05 MILES SOUTH ALONG
 DL9769'TRUNK HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY
 DL9769'12 AT TRUNK HIGHWAY 15 MILEPOINT 114.70, 115.0 FEET WEST OF TRUNK
 DL9769'HIGHWAY 15, 31.3 FEET NORTH OF FIELD ENTRANCE, 5.3 FEET NORTH OF
 DL9769'NORTHEAST CORNER OF CABLE BOX NUMBER 280501, 1.3 FEET EAST OF WITNESS
 DL9769'POST.
 DL9769
 DL9769                          STATION RECOVERY (2009)
 DL9769
 DL9769'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9769'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL9770 ***********************************************************************
 DL9770  DESIGNATION -  4707 A RESET
 DL9770  PID         -  DL9770
 DL9770  STATE/COUNTY-  MN/MEEKER
 DL9770  COUNTRY     -  US
 DL9770  USGS QUAD   -  DASSEL (1982)
 DL9770
 DL9770                         *CURRENT SURVEY CONTROL
 DL9770  ______________________________________________________________________
 DL9770* NAD 83(2007) POSITION- 45 05 42.86223(N) 094 19 20.42113(W)   ADJUSTED  
 DL9770* NAD 83(2007) ELLIP HT-   335.079 (meters)        (07/16/10)   ADJUSTED
 DL9770* NAD 83(2007) EPOCH   -  2002.00
 DL9770* NAVD 88 ORTHO HEIGHT -   362.218  (meters)    1188.38  (feet) ADJUSTED  
 DL9770  ______________________________________________________________________
 DL9770  NAD 83(2007) X  -   -339,932.899 (meters)                     COMP
 DL9770  NAD 83(2007) Y  - -4,497,508.836 (meters)                     COMP
 DL9770  NAD 83(2007) Z  -  4,495,063.692 (meters)                     COMP
 DL9770  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC09
 DL9770  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DL9770  DYNAMIC HEIGHT  -        362.196 (meters)     1188.30  (feet) COMP
 DL9770  MODELED GRAVITY -    980,544.1   (mgal)                       NAVD 88
 DL9770
 DL9770  HORZ ORDER      -  FIRST
 DL9770  VERT ORDER      -  SECOND    CLASS I
 DL9770  ELLP ORDER      -  THIRD     CLASS II
 DL9770
 DL9770.The horizontal coordinates were established by GPS observations
 DL9770.and adjusted by the MN DEPT OF TRANSP in July 2010.
 DL9770
 DL9770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL9770.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL9770
 DL9770.The horizontal coordinates are valid at the epoch date displayed above
 DL9770.which is a decimal equivalence of Year/Month/Day.
 DL9770
 DL9770.The orthometric height was determined by differential leveling and
 DL9770.adjusted in March 2011.
 DL9770
 DL9770.No vertical observational check was made to the station.
 DL9770
 DL9770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL9770
 DL9770.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL9770
 DL9770.The ellipsoidal height was determined by GPS observations
 DL9770.and is referenced to NAD 83.
 DL9770
 DL9770.The dynamic height is computed by dividing the NAVD 88
 DL9770.geopotential number by the normal gravity value computed on the
 DL9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9770.degrees latitude (g = 980.6199 gals.).
 DL9770
 DL9770.The modeled gravity was interpolated from observed gravity values.
 DL9770
 DL9770. The following values were computed from the NAD 83(2007) position.
 DL9770
 DL9770;                    North         East     Units Scale Factor Converg.
 DL9770;SPC MN S     -   332,860.683   774,627.396   MT  0.99997573   -0 13 33.4
 DL9770;SPC MN S     - 1,092,060.42  2,541,423.38   sFT  0.99997573   -0 13 33.4
 DL9770;UTM  15      - 4,994,380.877   395,952.263   MT  0.99973311   -0 56 12.0
 DL9770
 DL9770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL9770!SPC MN S     -   0.99994747  x   0.99997573  =   0.99992320
 DL9770!UTM  15      -   0.99994747  x   0.99973311  =   0.99968059
 DL9770
 DL9770                          SUPERSEDED SURVEY CONTROL
 DL9770
 DL9770  NAVD 88 (07/16/10)  362.22   (m)         1188.4    (f) LEVELING    3  
 DL9770
 DL9770.Superseded values are not recommended for survey control.
 DL9770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9770.See file dsdata.txt to determine how the superseded data were derived.
 DL9770
 DL9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9595294380(NAD 83)
 DL9770
 DL9770_MARKER: DD = SURVEY DISK
 DL9770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9770_STAMPING: 4707 A 2005 2009 RESET
 DL9770_MARK LOGO: MNDT  
 DL9770_PROJECTION: FLUSH
 DL9770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9770+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DL9770_ROD/PIPE-DEPTH:  9.1 meters
 DL9770
 DL9770  HISTORY     - Date     Condition        Report By
 DL9770  HISTORY     - 20090609 MONUMENTED       MNDT
 DL9770  HISTORY     - 20090930 GOOD             MNDT
 DL9770
 DL9770                          STATION DESCRIPTION
 DL9770
 DL9770'DESCRIBED BY MN DEPT OF TRANSP 2009
 DL9770'THE MARK IS 1.0 MILE NORTHWEST OF DASSEL, 1.0 MILE NORTH ALONG TRUNK
 DL9770'HIGHWAY 15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 AT
 DL9770'DASSEL, AT TRUNK HIGHWAY 15 MILEPOINT 117.60, 113.3 FEET EAST OF TRUNK
 DL9770'HIGHWAY 15, 88.3 FEET SOUTH OF 240TH STREET, 1.2 FEET WEST OF WITNESS
 DL9770'POST.
 DL9770
 DL9770                          STATION RECOVERY (2009)
 DL9770
 DL9770'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MB)
 DL9770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7417 ***********************************************************************
 DH7417  DESIGNATION -  4707 B
 DH7417  PID         -  DH7417
 DH7417  STATE/COUNTY-  MN/MEEKER
 DH7417  COUNTRY     -  US
 DH7417  USGS QUAD   -  KINGSTON (1982)
 DH7417
 DH7417                         *CURRENT SURVEY CONTROL
 DH7417  ______________________________________________________________________
 DH7417* NAD 83(2007) POSITION- 45 07 56.51420(N) 094 19 12.05476(W)   ADJUSTED  
 DH7417* NAD 83(2007) ELLIP HT-   285.354 (meters)        (07/14/09)   ADJUSTED
 DH7417* NAD 83(2007) EPOCH   -  2002.00
 DH7417* NAVD 88 ORTHO HEIGHT -   312.540  (meters)    1025.39  (feet) ADJUSTED  
 DH7417  ______________________________________________________________________
 DH7417  NAD 83(2007) X  -   -339,527.620 (meters)                     COMP
 DH7417  NAD 83(2007) Y  - -4,494,572.544 (meters)                     COMP
 DH7417  NAD 83(2007) Z  -  4,497,940.262 (meters)                     COMP
 DH7417  LAPLACE CORR    -         -4.77  (seconds)                    DEFLEC09
 DH7417  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 DH7417  DYNAMIC HEIGHT  -        312.519 (meters)     1025.32  (feet) COMP
 DH7417  MODELED GRAVITY -    980,541.3   (mgal)                       NAVD 88
 DH7417
 DH7417  HORZ ORDER      -  FIRST
 DH7417  VERT ORDER      -  SECOND    CLASS I
 DH7417  ELLP ORDER      -  FOURTH    CLASS I
 DH7417
 DH7417.The horizontal coordinates were established by GPS observations
 DH7417.and adjusted by the National Geodetic Survey in July 2009.
 DH7417
 DH7417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH7417.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH7417
 DH7417.The horizontal coordinates are valid at the epoch date displayed above
 DH7417.which is a decimal equivalence of Year/Month/Day.
 DH7417
 DH7417.The orthometric height was determined by differential leveling and
 DH7417.adjusted in July 2011.
 DH7417
 DH7417.Photographs are available for this station.
 DH7417
 DH7417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7417
 DH7417.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH7417
 DH7417.The ellipsoidal height was determined by GPS observations
 DH7417.and is referenced to NAD 83.
 DH7417
 DH7417.The dynamic height is computed by dividing the NAVD 88
 DH7417.geopotential number by the normal gravity value computed on the
 DH7417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7417.degrees latitude (g = 980.6199 gals.).
 DH7417
 DH7417.The modeled gravity was interpolated from observed gravity values.
 DH7417
 DH7417. The following values were computed from the NAD 83(2007) position.
 DH7417
 DH7417;                    North         East     Units Scale Factor Converg.
 DH7417;SPC MN S     -   336,985.757   774,826.477   MT  0.99998267   -0 13 27.5
 DH7417;SPC MN S     - 1,105,594.10  2,542,076.53   sFT  0.99998267   -0 13 27.5
 DH7417;UTM  15      - 4,998,502.148   396,202.458   MT  0.99973247   -0 56 08.3
 DH7417
 DH7417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7417!SPC MN S     -   0.99995526  x   0.99998267  =   0.99993793
 DH7417!UTM  15      -   0.99995526  x   0.99973247  =   0.99968774
 DH7417
 DH7417:                Primary Azimuth Mark                     Grid Az
 DH7417:SPC MN S     -  4707 C                                   009 19 05.8
 DH7417:UTM  15      -  4707 C                                   010 01 46.6
 DH7417
 DH7417|---------------------------------------------------------------------|
 DH7417| PID    Reference Object                     Distance      Geod. Az  |
 DH7417|                                                           dddmmss.s |
 DH7417| DH7418 4707 C                              APPROX. 1.5 KM 0090538.3 |
 DH7417|---------------------------------------------------------------------|
 DH7417
 DH7417                          SUPERSEDED SURVEY CONTROL
 DH7417
 DH7417  NAD 83(1996)-  45 07 56.51372(N)    094 19 12.05456(W) AD(       ) 1
 DH7417  ELLIP H (12/29/05)  285.386  (m)                       GP(       ) 4 1
 DH7417  NAVD 88 (12/29/05)  312.54   (m)         1025.4    (f) LEVELING    3  
 DH7417
 DH7417.Superseded values are not recommended for survey control.
 DH7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7417.See file dsdata.txt to determine how the superseded data were derived.
 DH7417
 DH7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9620298502(NAD 83)
 DH7417
 DH7417_MARKER: DD = SURVEY DISK
 DH7417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7417_STAMPING: 4707 B 2005
 DH7417_MARK LOGO: MNDT  
 DH7417_PROJECTION: FLUSH
 DH7417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7417+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7417_ROD/PIPE-DEPTH: 10.7 meters
 DH7417
 DH7417  HISTORY     - Date     Condition        Report By
 DH7417  HISTORY     - 2005     MONUMENTED       MNDT
 DH7417
 DH7417                          STATION DESCRIPTION
 DH7417
 DH7417'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7417'3.5 MILES NORTH OF DASSEL, 3.40 MILES NORTH ALONG TRUNK HIGHWAY 15 FRO
 DH7417'M JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 12 AT DASSEL, AT TRUN
 DH7417'K HIGHWAY 15 MILEPOINT 120.0,  56.8 FEET NORTHEAST OF COUNTY ROAD 24,
 DH7417'66.6 FEET NORTHWEST OF TRUNK HIGHWAY 15, 60 FEET SOUTH OF 240 TH STREE
 DH7417'T, 1.1 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7418 ***********************************************************************
 DH7418  DESIGNATION -  4707 C
 DH7418  PID         -  DH7418
 DH7418  STATE/COUNTY-  MN/MEEKER
 DH7418  COUNTRY     -  US
 DH7418  USGS QUAD   -  KINGSTON (1982)
 DH7418
 DH7418                         *CURRENT SURVEY CONTROL
 DH7418  ______________________________________________________________________
 DH7418* NAD 83(2007) POSITION- 45 08 45.99869(N) 094 19 00.86191(W)   ADJUSTED  
 DH7418* NAD 83(2007) ELLIP HT-   288.252 (meters)        (07/14/09)   ADJUSTED
 DH7418* NAD 83(2007) EPOCH   -  2002.00
 DH7418* NAVD 88 ORTHO HEIGHT -   315.457  (meters)    1034.96  (feet) ADJUSTED  
 DH7418  ______________________________________________________________________
 DH7418  NAD 83(2007) X  -   -339,202.368 (meters)                     COMP
 DH7418  NAD 83(2007) Y  - -4,493,513.211 (meters)                     COMP
 DH7418  NAD 83(2007) Z  -  4,499,019.927 (meters)                     COMP
 DH7418  LAPLACE CORR    -         -4.46  (seconds)                    DEFLEC09
 DH7418  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 DH7418  DYNAMIC HEIGHT  -        315.435 (meters)     1034.89  (feet) COMP
 DH7418  MODELED GRAVITY -    980,539.8   (mgal)                       NAVD 88
 DH7418
 DH7418  HORZ ORDER      -  FIRST
 DH7418  VERT ORDER      -  SECOND    CLASS I
 DH7418  ELLP ORDER      -  FOURTH    CLASS I
 DH7418
 DH7418.The horizontal coordinates were established by GPS observations
 DH7418.and adjusted by the National Geodetic Survey in July 2009.
 DH7418
 DH7418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH7418.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH7418
 DH7418.The horizontal coordinates are valid at the epoch date displayed above
 DH7418.which is a decimal equivalence of Year/Month/Day.
 DH7418
 DH7418.The orthometric height was determined by differential leveling and
 DH7418.adjusted in July 2011.
 DH7418
 DH7418.Photographs are available for this station.
 DH7418
 DH7418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7418
 DH7418.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH7418
 DH7418.The ellipsoidal height was determined by GPS observations
 DH7418.and is referenced to NAD 83.
 DH7418
 DH7418.The dynamic height is computed by dividing the NAVD 88
 DH7418.geopotential number by the normal gravity value computed on the
 DH7418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7418.degrees latitude (g = 980.6199 gals.).
 DH7418
 DH7418.The modeled gravity was interpolated from observed gravity values.
 DH7418
 DH7418. The following values were computed from the NAD 83(2007) position.
 DH7418
 DH7418;                    North         East     Units Scale Factor Converg.
 DH7418;SPC MN S     -   338,512.389   775,076.973   MT  0.99998535   -0 13 19.7
 DH7418;SPC MN S     - 1,110,602.73  2,542,898.37   sFT  0.99998535   -0 13 19.7
 DH7418;UTM  15      - 5,000,025.168   396,471.821   MT  0.99973179   -0 56 01.1
 DH7418
 DH7418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7418!SPC MN S     -   0.99995481  x   0.99998535  =   0.99994016
 DH7418!UTM  15      -   0.99995481  x   0.99973179  =   0.99968661
 DH7418
 DH7418:                Primary Azimuth Mark                     Grid Az
 DH7418:SPC MN S     -  4707 B                                   189 19 05.9
 DH7418:UTM  15      -  4707 B                                   190 01 47.3
 DH7418
 DH7418|---------------------------------------------------------------------|
 DH7418| PID    Reference Object                     Distance      Geod. Az  |
 DH7418|                                                           dddmmss.s |
 DH7418| DH7417 4707 B                              APPROX. 1.5 KM 1890546.2 |
 DH7418|---------------------------------------------------------------------|
 DH7418
 DH7418                          SUPERSEDED SURVEY CONTROL
 DH7418
 DH7418  NAD 83(1996)-  45 08 45.99821(N)    094 19 00.86172(W) AD(       ) 1
 DH7418  ELLIP H (12/29/05)  288.283  (m)                       GP(       ) 4 1
 DH7418  NAVD 88 (12/29/05)  315.46   (m)         1035.0    (f) LEVELING    3  
 DH7418
 DH7418.Superseded values are not recommended for survey control.
 DH7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7418.See file dsdata.txt to determine how the superseded data were derived.
 DH7418
 DH7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9647100025(NAD 83)
 DH7418
 DH7418_MARKER: DD = SURVEY DISK
 DH7418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7418_STAMPING: 4707 C 2005
 DH7418_MARK LOGO: MNDT  
 DH7418_PROJECTION: RECESSED 3 CENTIMETERS
 DH7418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7418+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7418_ROD/PIPE-DEPTH:  9.1 meters
 DH7418
 DH7418  HISTORY     - Date     Condition        Report By
 DH7418  HISTORY     - 2005     MONUMENTED       MNDT
 DH7418
 DH7418                          STATION DESCRIPTION
 DH7418
 DH7418'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7418'3.5 MILES SOUTH OF KINGSTON, 3.65 MILES SOUTH ALONG TRUNK HIGHWAY 15 F
 DH7418'ROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 27 IN KINGSTON, AT TR
 DH7418'UNK HIGHWAY 15 MILEPOINT 120.95, 87.4 FEET EAST OF TRUNK HIGHWAY 15, 7
 DH7418'4.2 FEET SOUTH OF 273RD STREET, 40.3 FEET SOUTH OF TELEPHONE POLE, 1.2
 DH7418'FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7419 ***********************************************************************
 DH7419  DESIGNATION -  4707 D
 DH7419  PID         -  DH7419
 DH7419  STATE/COUNTY-  MN/MEEKER
 DH7419  COUNTRY     -  US
 DH7419  USGS QUAD   -  KINGSTON (1982)
 DH7419
 DH7419                         *CURRENT SURVEY CONTROL
 DH7419  ______________________________________________________________________
 DH7419* NAD 83(2007) POSITION- 45 10 54.97862(N) 094 19 03.24774(W)   ADJUSTED  
 DH7419* NAD 83(2007) ELLIP HT-   297.532 (meters)        (07/14/09)   ADJUSTED
 DH7419* NAD 83(2007) EPOCH   -  2002.00
 DH7419* NAVD 88 ORTHO HEIGHT -   324.794  (meters)    1065.60  (feet) ADJUSTED  
 DH7419  ______________________________________________________________________
 DH7419  NAD 83(2007) X  -   -339,042.257 (meters)                     COMP
 DH7419  NAD 83(2007) Y  - -4,490,700.147 (meters)                     COMP
 DH7419  NAD 83(2007) Z  -  4,501,834.065 (meters)                     COMP
 DH7419  LAPLACE CORR    -         -3.54  (seconds)                    DEFLEC09
 DH7419  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 DH7419  DYNAMIC HEIGHT  -        324.771 (meters)     1065.52  (feet) COMP
 DH7419  MODELED GRAVITY -    980,535.5   (mgal)                       NAVD 88
 DH7419
 DH7419  HORZ ORDER      -  FIRST
 DH7419  VERT ORDER      -  SECOND    CLASS I
 DH7419  ELLP ORDER      -  FOURTH    CLASS I
 DH7419
 DH7419.The horizontal coordinates were established by GPS observations
 DH7419.and adjusted by the National Geodetic Survey in July 2009.
 DH7419
 DH7419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH7419.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH7419
 DH7419.The horizontal coordinates are valid at the epoch date displayed above
 DH7419.which is a decimal equivalence of Year/Month/Day.
 DH7419
 DH7419.The orthometric height was determined by differential leveling and
 DH7419.adjusted in July 2011.
 DH7419
 DH7419.Photographs are available for this station.
 DH7419
 DH7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7419
 DH7419.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH7419
 DH7419.The ellipsoidal height was determined by GPS observations
 DH7419.and is referenced to NAD 83.
 DH7419
 DH7419.The dynamic height is computed by dividing the NAVD 88
 DH7419.geopotential number by the normal gravity value computed on the
 DH7419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7419.degrees latitude (g = 980.6199 gals.).
 DH7419
 DH7419.The modeled gravity was interpolated from observed gravity values.
 DH7419
 DH7419. The following values were computed from the NAD 83(2007) position.
 DH7419
 DH7419;                    North         East     Units Scale Factor Converg.
 DH7419;SPC MN S     -   342,494.234   775,040.322   MT  0.99999260   -0 13 21.3
 DH7419;SPC MN S     - 1,123,666.50  2,542,778.12   sFT  0.99999260   -0 13 21.3
 DH7419;UTM  15      - 5,004,006.137   396,484.637   MT  0.99973175   -0 56 04.9
 DH7419
 DH7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7419!SPC MN S     -   0.99995335  x   0.99999260  =   0.99994595
 DH7419!UTM  15      -   0.99995335  x   0.99973175  =   0.99968512
 DH7419
 DH7419                          SUPERSEDED SURVEY CONTROL
 DH7419
 DH7419  NAD 83(1996)-  45 10 54.97822(N)    094 19 03.24758(W) AD(       ) 1
 DH7419  ELLIP H (12/29/05)  297.564  (m)                       GP(       ) 4 1
 DH7419  NAVD 88 (12/29/05)  324.79   (m)         1065.6    (f) LEVELING    3  
 DH7419
 DH7419.Superseded values are not recommended for survey control.
 DH7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7419.See file dsdata.txt to determine how the superseded data were derived.
 DH7419
 DH7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9648404006(NAD 83)
 DH7419
 DH7419_MARKER: DD = SURVEY DISK
 DH7419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7419_STAMPING: 4707 D 2005
 DH7419_MARK LOGO: MNDT  
 DH7419_PROJECTION: FLUSH
 DH7419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7419+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7419_ROD/PIPE-DEPTH: 10.7 meters
 DH7419
 DH7419  HISTORY     - Date     Condition        Report By
 DH7419  HISTORY     - 2005     MONUMENTED       MNDT
 DH7419
 DH7419                          STATION DESCRIPTION
 DH7419
 DH7419'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7419'1.0 SOUTH OF KINGSTON, 1.15 MILES SOUTH ALONG TRUNK HIGHWAY 15 FROM JU
 DH7419'NCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 27 IN KINGSTON, AT TRUNK HI
 DH7419'GHWAY 15 MILEPOINT 123.40, 90.6 FEET NORTH OF 300TH STREET, 63.4 FEET
 DH7419'WEST OF TRUNK HIGHWAY 15, 1.4 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7420 ***********************************************************************
 DH7420  DESIGNATION -  4707 E
 DH7420  PID         -  DH7420
 DH7420  STATE/COUNTY-  MN/MEEKER
 DH7420  COUNTRY     -  US
 DH7420  USGS QUAD   -  KINGSTON (1982)
 DH7420
 DH7420                         *CURRENT SURVEY CONTROL
 DH7420  ______________________________________________________________________
 DH7420* NAD 83(2007) POSITION- 45 12 18.25890(N) 094 19 00.11089(W)   ADJUSTED  
 DH7420* NAD 83(2007) ELLIP HT-   302.908 (meters)        (07/14/09)   ADJUSTED
 DH7420* NAD 83(2007) EPOCH   -  2002.00
 DH7420* NAVD 88 ORTHO HEIGHT -   330.190  (meters)    1083.30  (feet) ADJUSTED  
 DH7420  ______________________________________________________________________
 DH7420  NAD 83(2007) X  -   -338,836.946 (meters)                     COMP
 DH7420  NAD 83(2007) Y  - -4,488,890.107 (meters)                     COMP
 DH7420  NAD 83(2007) Z  -  4,503,649.747 (meters)                     COMP
 DH7420  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC09
 DH7420  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DH7420  DYNAMIC HEIGHT  -        330.165 (meters)     1083.22  (feet) COMP
 DH7420  MODELED GRAVITY -    980,532.7   (mgal)                       NAVD 88
 DH7420
 DH7420  HORZ ORDER      -  FIRST
 DH7420  VERT ORDER      -  SECOND    CLASS I
 DH7420  ELLP ORDER      -  FOURTH    CLASS I
 DH7420
 DH7420.The horizontal coordinates were established by GPS observations
 DH7420.and adjusted by the National Geodetic Survey in July 2009.
 DH7420
 DH7420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH7420.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH7420
 DH7420.The horizontal coordinates are valid at the epoch date displayed above
 DH7420.which is a decimal equivalence of Year/Month/Day.
 DH7420
 DH7420.The orthometric height was determined by differential leveling and
 DH7420.adjusted in July 2011.
 DH7420
 DH7420.Photographs are available for this station.
 DH7420
 DH7420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7420
 DH7420.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH7420
 DH7420.The ellipsoidal height was determined by GPS observations
 DH7420.and is referenced to NAD 83.
 DH7420
 DH7420.The dynamic height is computed by dividing the NAVD 88
 DH7420.geopotential number by the normal gravity value computed on the
 DH7420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7420.degrees latitude (g = 980.6199 gals.).
 DH7420
 DH7420.The modeled gravity was interpolated from observed gravity values.
 DH7420
 DH7420. The following values were computed from the NAD 83(2007) position.
 DH7420
 DH7420;                    North         East     Units Scale Factor Converg.
 DH7420;SPC MN S     -   345,064.881   775,118.767   MT  0.99999749   -0 13 19.1
 DH7420;SPC MN S     - 1,132,100.36  2,543,035.49   sFT  0.99999749   -0 13 19.1
 DH7420;UTM  15      - 5,006,574.933   396,595.003   MT  0.99973147   -0 56 04.0
 DH7420
 DH7420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7420!SPC MN S     -   0.99995251  x   0.99999749  =   0.99995000
 DH7420!UTM  15      -   0.99995251  x   0.99973147  =   0.99968399
 DH7420
 DH7420                          SUPERSEDED SURVEY CONTROL
 DH7420
 DH7420  NAD 83(1996)-  45 12 18.25855(N)    094 19 00.11071(W) AD(       ) 1
 DH7420  ELLIP H (12/29/05)  302.940  (m)                       GP(       ) 4 1
 DH7420  NAVD 88 (12/29/05)  330.19   (m)         1083.3    (f) LEVELING    3  
 DH7420
 DH7420.Superseded values are not recommended for survey control.
 DH7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7420.See file dsdata.txt to determine how the superseded data were derived.
 DH7420
 DH7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9659506574(NAD 83)
 DH7420
 DH7420_MARKER: DD = SURVEY DISK
 DH7420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7420_STAMPING: 4707 E 2005
 DH7420_MARK LOGO: MNDT  
 DH7420_PROJECTION: FLUSH
 DH7420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7420+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7420_ROD/PIPE-DEPTH:  9.1 meters
 DH7420
 DH7420  HISTORY     - Date     Condition        Report By
 DH7420  HISTORY     - 2005     MONUMENTED       MNDT
 DH7420
 DH7420                          STATION DESCRIPTION
 DH7420
 DH7420'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7420'0.5 MILES NORTH OF KINGSTON, 0.45 MILES NORTH ALONG TRUNK HIGHWAY 15 F
 DH7420'ROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 27 IN KINGSTON, AT TR
 DH7420'UNK HIGHWAY 15 MILEPOINT 125.0, 170.2 FEET NORTH EAST OF MILEPOST 125.
 DH7420'0, 61.3 FEET EAST OF TRUNK HIGHWAY 15, 1.4 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7421 ***********************************************************************
 DH7421  DESIGNATION -  4707 F
 DH7421  PID         -  DH7421
 DH7421  STATE/COUNTY-  MN/MEEKER
 DH7421  COUNTRY     -  US
 DH7421  USGS QUAD   -  KINGSTON (1982)
 DH7421
 DH7421                         *CURRENT SURVEY CONTROL
 DH7421  ______________________________________________________________________
 DH7421* NAD 83(2007) POSITION- 45 14 19.41531(N) 094 19 11.12131(W)   ADJUSTED  
 DH7421* NAD 83(2007) ELLIP HT-   309.553 (meters)        (07/14/09)   ADJUSTED
 DH7421* NAD 83(2007) EPOCH   -  2002.00
 DH7421* NAVD 88 ORTHO HEIGHT -   336.832  (meters)    1105.09  (feet) ADJUSTED  
 DH7421  ______________________________________________________________________
 DH7421  NAD 83(2007) X  -   -338,876.926 (meters)                     COMP
 DH7421  NAD 83(2007) Y  - -4,486,229.126 (meters)                     COMP
 DH7421  NAD 83(2007) Z  -  4,506,289.075 (meters)                     COMP
 DH7421  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC09
 DH7421  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DH7421  DYNAMIC HEIGHT  -        336.806 (meters)     1105.00  (feet) COMP
 DH7421  MODELED GRAVITY -    980,529.4   (mgal)                       NAVD 88
 DH7421
 DH7421  HORZ ORDER      -  FIRST
 DH7421  VERT ORDER      -  SECOND    CLASS I
 DH7421  ELLP ORDER      -  FOURTH    CLASS I
 DH7421
 DH7421.The horizontal coordinates were established by GPS observations
 DH7421.and adjusted by the National Geodetic Survey in July 2009.
 DH7421
 DH7421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH7421.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH7421
 DH7421.The horizontal coordinates are valid at the epoch date displayed above
 DH7421.which is a decimal equivalence of Year/Month/Day.
 DH7421
 DH7421.The orthometric height was determined by differential leveling and
 DH7421.adjusted in July 2011.
 DH7421
 DH7421.Photographs are available for this station.
 DH7421
 DH7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7421
 DH7421.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH7421
 DH7421.The ellipsoidal height was determined by GPS observations
 DH7421.and is referenced to NAD 83.
 DH7421
 DH7421.The dynamic height is computed by dividing the NAVD 88
 DH7421.geopotential number by the normal gravity value computed on the
 DH7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7421.degrees latitude (g = 980.6199 gals.).
 DH7421
 DH7421.The modeled gravity was interpolated from observed gravity values.
 DH7421
 DH7421. The following values were computed from the NAD 83(2007) position.
 DH7421
 DH7421;                    North         East     Units Scale Factor Converg.
 DH7421;SPC MN S     -   348,806.029   774,893.112   MT  1.00000489   -0 13 26.9
 DH7421;SPC MN S     - 1,144,374.45  2,542,295.15   sFT  1.00000489   -0 13 26.9
 DH7421;UTM  15      - 5,010,317.590   396,415.953   MT  0.99973193   -0 56 13.8
 DH7421
 DH7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7421!SPC MN S     -   0.99995147  x   1.00000489  =   0.99995636
 DH7421!UTM  15      -   0.99995147  x   0.99973193  =   0.99968341
 DH7421
 DH7421                          SUPERSEDED SURVEY CONTROL
 DH7421
 DH7421  NAD 83(1996)-  45 14 19.41496(N)    094 19 11.12114(W) AD(       ) 1
 DH7421  ELLIP H (12/29/05)  309.584  (m)                       GP(       ) 4 1
 DH7421  NAVD 88 (12/29/05)  336.83   (m)         1105.1    (f) LEVELING    3  
 DH7421
 DH7421.Superseded values are not recommended for survey control.
 DH7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7421.See file dsdata.txt to determine how the superseded data were derived.
 DH7421
 DH7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9641510317(NAD 83)
 DH7421
 DH7421_MARKER: DD = SURVEY DISK
 DH7421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7421_STAMPING: 4707 F 2005
 DH7421_MARK LOGO: MNDT  
 DH7421_PROJECTION: FLUSH
 DH7421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7421+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7421_ROD/PIPE-DEPTH:  7.6 meters
 DH7421
 DH7421  HISTORY     - Date     Condition        Report By
 DH7421  HISTORY     - 2005     MONUMENTED       MNDT
 DH7421
 DH7421                          STATION DESCRIPTION
 DH7421
 DH7421'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7421'3.0 MILES NORTH OF KINGSTON, 2.85 MILES NORTH ALONG TRUNK HIGHWAY 15 F
 DH7421'ROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 27 IN KINGSTON, TO TR
 DH7421'UNK HIGHWAY 15 MILEPOINT 127.40, THEN 0.05 MILES WEST ON TRUNK HIGHWAY
 DH7421'24, 76.6 FEET SOUTH OF TRUNK HIGHWAY 24,  3.3 FEET WEST OF RIGHT OF W
 DH7421'AY POST, 1.3 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1711 ***********************************************************************
 QP1711  DESIGNATION -  4708 A
 QP1711  PID         -  QP1711
 QP1711  STATE/COUNTY-  MN/MEEKER
 QP1711  COUNTRY     -  US
 QP1711  USGS QUAD   -  KIMBALL (1967)
 QP1711
 QP1711                         *CURRENT SURVEY CONTROL
 QP1711  ______________________________________________________________________
 QP1711* NAD 83(2007) POSITION- 45 16 32.61911(N) 094 18 46.16095(W)   ADJUSTED  
 QP1711* NAD 83(2007) ELLIP HT-   305.281 (meters)        (07/14/09)   ADJUSTED
 QP1711* NAD 83(2007) EPOCH   -  2002.00
 QP1711* NAVD 88 ORTHO HEIGHT -   332.525  (meters)    1090.96  (feet) ADJUSTED  
 QP1711  ______________________________________________________________________
 QP1711  NAD 83(2007) X  -   -338,114.155 (meters)                     COMP
 QP1711  NAD 83(2007) Y  - -4,483,354.458 (meters)                     COMP
 QP1711  NAD 83(2007) Z  -  4,509,180.846 (meters)                     COMP
 QP1711  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC09
 QP1711  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 QP1711  DYNAMIC HEIGHT  -        332.503 (meters)     1090.89  (feet) COMP
 QP1711  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 QP1711
 QP1711  HORZ ORDER      -  FIRST
 QP1711  VERT ORDER      -  SECOND    CLASS I
 QP1711  ELLP ORDER      -  FOURTH    CLASS I
 QP1711
 QP1711.The horizontal coordinates were established by GPS observations
 QP1711.and adjusted by the National Geodetic Survey in July 2009.
 QP1711
 QP1711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1711.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1711
 QP1711.The horizontal coordinates are valid at the epoch date displayed above
 QP1711.which is a decimal equivalence of Year/Month/Day.
 QP1711
 QP1711.The orthometric height was determined by differential leveling and
 QP1711.adjusted in December 2004.
 QP1711
 QP1711.No vertical observational check was made to the station.
 QP1711
 QP1711.Photographs are available for this station.
 QP1711
 QP1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1711
 QP1711.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1711
 QP1711.The ellipsoidal height was determined by GPS observations
 QP1711.and is referenced to NAD 83.
 QP1711
 QP1711.The dynamic height is computed by dividing the NAVD 88
 QP1711.geopotential number by the normal gravity value computed on the
 QP1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1711.degrees latitude (g = 980.6199 gals.).
 QP1711
 QP1711.The modeled gravity was interpolated from observed gravity values.
 QP1711
 QP1711. The following values were computed from the NAD 83(2007) position.
 QP1711
 QP1711;                    North         East     Units Scale Factor Converg.
 QP1711;SPC MN C     -   130,649.047   795,070.011   MT  1.00009126   -0 02 43.6
 QP1711;SPC MN C     -   428,637.75  2,608,492.19   sFT  1.00009126   -0 02 43.6
 QP1711;SPC MN S     -   352,916.109   775,453.252   MT  1.00001344   -0 13 09.4
 QP1711;SPC MN S     - 1,157,858.93  2,544,132.88   sFT  1.00001344   -0 13 09.4
 QP1711;UTM  15      - 5,014,419.238   397,027.048   MT  0.99973037   -0 55 58.2
 QP1711
 QP1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1711!SPC MN C     -   0.99995214  x   1.00009126  =   1.00004340
 QP1711!SPC MN S     -   0.99995214  x   1.00001344  =   0.99996558
 QP1711!UTM  15      -   0.99995214  x   0.99973037  =   0.99968252
 QP1711
 QP1711                          SUPERSEDED SURVEY CONTROL
 QP1711
 QP1711  NAD 83(1996)-  45 16 32.61878(N)    094 18 46.16077(W) AD(       ) 1
 QP1711  ELLIP H (12/29/05)  305.312  (m)                       GP(       ) 4 1
 QP1711  NAD 83(1996)-  45 16 32.61915(N)    094 18 46.15927(W) AD(       ) 2
 QP1711  ELLIP H (03/16/99)  305.346  (m)                       GP(       ) 4 1
 QP1711  ELLIP H (11/21/91)  305.764  (m)                       GP(       ) 4 1
 QP1711  NAD 83(1986)-  45 16 32.61504(N)    094 18 46.15497(W) AD(       ) 2
 QP1711  NAVD 88 (12/29/05)  332.53   (m)         1091.0    (f) LEVELING    3  
 QP1711  NGVD 29 (02/12/91)  332.36   (m)         1090.4    (f) LEVELING    3  
 QP1711
 QP1711.Superseded values are not recommended for survey control.
 QP1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1711.See file dsdata.txt to determine how the superseded data were derived.
 QP1711
 QP1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9702714419(NAD 83)
 QP1711
 QP1711_MARKER: DV = VERTICAL CONTROL DISK
 QP1711_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1711_SP_SET: ALUMINUM ALLOY ROD
 QP1711_STAMPING: 4708 A 1979
 QP1711_MARK LOGO: MNDT  
 QP1711_PROJECTION: FLUSH
 QP1711_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1711+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 QP1711_ROD/PIPE-DEPTH: 17.1 meters
 QP1711
 QP1711  HISTORY     - Date     Condition        Report By
 QP1711  HISTORY     - 1979     MONUMENTED       MNDT
 QP1711  HISTORY     - 19891025 GOOD             NGS
 QP1711  HISTORY     - 19960430 GOOD             MNDT
 QP1711  HISTORY     - 20050419 GOOD             MNDT
 QP1711
 QP1711                          STATION DESCRIPTION
 QP1711
 QP1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QP1711'THE STATION IS LOCATED ABOUT 24.2 KM (15.05 MI) NORTHEAST OF
 QP1711'LITCHFIELD, 4.7 KM (2.90 MI) SOUTH OF KIMBALL, AT HIGHWAY MILE POST
 QP1711'130, AT A FIELD ENTRANCE ROAD, IN THE WEST RIGHT-OF-WAY OF STATE
 QP1711'HIGHWAY 15.  OWNERSHIP--MNDT.
 QP1711'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 15 IN
 QP1711'KIMBALL, GO SOUTH ALONG STATE HIGHWAY 15 FOR 4.7 KM (2.90 MI) TO THE
 QP1711'STATION ON THE RIGHT AND ACROSS THE ROAD FROM THE ENTRANCE TO JERRY
 QP1711'SHEER FARM.
 QP1711'THE STATION IS A MNDT VERTICAL CONTROL MARK ATTACHED TO A ROD SET 23.3
 QP1711'M (76.4 FT) WEST OF THE HIGHWAY CENTERLINE, 20.1 M (65.9 FT) NORTH OF
 QP1711'A GUYED UTILITY POLE, 13.1 M (43.0 FT) SOUTH OF THE SOUTH END OF A
 QP1711'METAL CULVERT RUNNING UDER A FIELD ENTRANCE ROAD, 7.3 M (24.0 FT)
 QP1711'SOUTH OF THE APPROXIMATE CENTER OF THE FIELD ENTRANCE ROAD, 0.31 M
 QP1711'(1.0 FT) SOUTHEAST OF A METAL WITNESS POST, 0.31 NORTH OF A CARSONITE
 QP1711'WITNESS POST, FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL
 QP1711'WITH THE HIGHWAY.
 QP1711'DESCRIBED R.D.BALL.
 QP1711
 QP1711                          STATION RECOVERY (1996)
 QP1711
 QP1711'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (WAS)
 QP1711'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP1711
 QP1711                          STATION RECOVERY (2005)
 QP1711
 QP1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 QP1711'2.6 MILES SOUTH-SOUTHWEST OF KIMBALL, 2.9 MILES SOUTH ON TRUNK HIGHWAY
 QP1711'15 FROM JUNCTION OF TRUNK HIGHWAY 15 AND TRUNK HIGHWAY 55, AT MILEPOI
 QP1711'NT 130.0, 76 FEET WEST OF TRUNK HIGHWAY 15, 24 FEET SOUTH OF FIELD ENT
 QP1711'RANCE, 66 FEET NORTH OF POWER POLE 4056, 1.5 FEET EAST OF FENCELINE, 1
 QP1711'40 FEET SOUTHWEST OF TRUNK HIGHWAY 15 MILEPOST 130, 1.5 FEET SOUTHEAST
 QP1711'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH7422 ***********************************************************************
 DH7422  DESIGNATION -  4708 B
 DH7422  PID         -  DH7422
 DH7422  STATE/COUNTY-  MN/MEEKER
 DH7422  COUNTRY     -  US
 DH7422  USGS QUAD   -  KIMBALL (1967)
 DH7422
 DH7422                         *CURRENT SURVEY CONTROL
 DH7422  ______________________________________________________________________
 DH7422* NAD 83(2007) POSITION- 45 15 02.47537(N) 094 19 01.37979(W)   ADJUSTED  
 DH7422* NAD 83(2007) ELLIP HT-   301.304 (meters)        (07/14/09)   ADJUSTED
 DH7422* NAD 83(2007) EPOCH   -  2002.00
 DH7422* NAVD 88 ORTHO HEIGHT -   328.587  (meters)    1078.04  (feet) ADJUSTED  
 DH7422  ______________________________________________________________________
 DH7422  NAD 83(2007) X  -   -338,593.550 (meters)                     COMP
 DH7422  NAD 83(2007) Y  - -4,485,297.991 (meters)                     COMP
 DH7422  NAD 83(2007) Z  -  4,507,219.209 (meters)                     COMP
 DH7422  LAPLACE CORR    -         -2.07  (seconds)                    DEFLEC09
 DH7422  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 DH7422  DYNAMIC HEIGHT  -        328.562 (meters)     1077.96  (feet) COMP
 DH7422  MODELED GRAVITY -    980,532.6   (mgal)                       NAVD 88
 DH7422
 DH7422  HORZ ORDER      -  FIRST
 DH7422  VERT ORDER      -  SECOND    CLASS I
 DH7422  ELLP ORDER      -  FOURTH    CLASS I
 DH7422
 DH7422.The horizontal coordinates were established by GPS observations
 DH7422.and adjusted by the National Geodetic Survey in July 2009.
 DH7422
 DH7422.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH7422.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH7422
 DH7422.The horizontal coordinates are valid at the epoch date displayed above
 DH7422.which is a decimal equivalence of Year/Month/Day.
 DH7422
 DH7422.The orthometric height was determined by differential leveling and
 DH7422.adjusted in July 2011.
 DH7422
 DH7422.Photographs are available for this station.
 DH7422
 DH7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7422
 DH7422.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH7422
 DH7422.The ellipsoidal height was determined by GPS observations
 DH7422.and is referenced to NAD 83.
 DH7422
 DH7422.The dynamic height is computed by dividing the NAVD 88
 DH7422.geopotential number by the normal gravity value computed on the
 DH7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7422.degrees latitude (g = 980.6199 gals.).
 DH7422
 DH7422.The modeled gravity was interpolated from observed gravity values.
 DH7422
 DH7422. The following values were computed from the NAD 83(2007) position.
 DH7422
 DH7422;                    North         East     Units Scale Factor Converg.
 DH7422;SPC MN S     -   350,134.518   775,110.738   MT  1.00000761   -0 13 20.0
 DH7422;SPC MN S     - 1,148,733.00  2,543,009.15   sFT  1.00000761   -0 13 20.0
 DH7422;UTM  15      - 5,011,642.904   396,650.032   MT  0.99973133   -0 56 07.6
 DH7422
 DH7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7422!SPC MN S     -   0.99995276  x   1.00000761  =   0.99996037
 DH7422!UTM  15      -   0.99995276  x   0.99973133  =   0.99968411
 DH7422
 DH7422                          SUPERSEDED SURVEY CONTROL
 DH7422
 DH7422  NAD 83(1996)-  45 15 02.47503(N)    094 19 01.37961(W) AD(       ) 1
 DH7422  ELLIP H (12/29/05)  301.336  (m)                       GP(       ) 4 1
 DH7422  NAVD 88 (12/29/05)  328.58   (m)         1078.0    (f) LEVELING    3  
 DH7422
 DH7422.Superseded values are not recommended for survey control.
 DH7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH7422.See file dsdata.txt to determine how the superseded data were derived.
 DH7422
 DH7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9665011642(NAD 83)
 DH7422
 DH7422_MARKER: DD = SURVEY DISK
 DH7422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH7422_STAMPING: 4708 B 2005
 DH7422_MARK LOGO: MNDT  
 DH7422_PROJECTION: FLUSH
 DH7422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7422+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH7422_ROD/PIPE-DEPTH:  7.6 meters
 DH7422
 DH7422  HISTORY     - Date     Condition        Report By
 DH7422  HISTORY     - 2005     MONUMENTED       MNDT
 DH7422
 DH7422                          STATION DESCRIPTION
 DH7422
 DH7422'DESCRIBED BY MN DEPT OF TRANSP 2005
 DH7422'4.0 MILES NORTH OF KINGSTON, 4.25 MILES NORTH ALONG TRUNK HIGHWAY 15 F
 DH7422'ROM JUNCTION OF TRUNK HIGHWAY 15 AND COUNTY ROAD 27 IN KINGSTON, AT TR
 DH7422'UNK HIGHWAY 15 MILEPOST 128.20, 61.2 FEET EAST-SOUTHEAST OF TRUNK HIGH
 DH7422'WAY 15, 1.5 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1481 ***********************************************************************
 PQ1481  DESIGNATION -  4709 A
 PQ1481  PID         -  PQ1481
 PQ1481  STATE/COUNTY-  MN/MEEKER
 PQ1481  COUNTRY     -  US
 PQ1481  USGS QUAD   -  CEDAR MILLS (1967)
 PQ1481
 PQ1481                         *CURRENT SURVEY CONTROL
 PQ1481  ______________________________________________________________________
 PQ1481* NAD 83(1986) POSITION- 44 59 40.     (N) 094 30 06.     (W)   SCALED    
 PQ1481* NAVD 88 ORTHO HEIGHT -   330.614  (meters)    1084.69  (feet) ADJUSTED  
 PQ1481  ______________________________________________________________________
 PQ1481  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 PQ1481  DYNAMIC HEIGHT  -        330.591 (meters)     1084.61  (feet) COMP
 PQ1481  MODELED GRAVITY -    980,537.7   (mgal)                       NAVD 88
 PQ1481
 PQ1481  VERT ORDER      -  SECOND    CLASS I
 PQ1481
 PQ1481.The horizontal coordinates were scaled from a topographic map and have
 PQ1481.an estimated accuracy of +/- 6 seconds.
 PQ1481.
 PQ1481.The orthometric height was determined by differential leveling and
 PQ1481.adjusted in June 1995.
 PQ1481
 PQ1481.The dynamic height is computed by dividing the NAVD 88
 PQ1481.geopotential number by the normal gravity value computed on the
 PQ1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1481.degrees latitude (g = 980.6199 gals.).
 PQ1481
 PQ1481.The modeled gravity was interpolated from observed gravity values.
 PQ1481
 PQ1481;                    North         East    Units  Estimated Accuracy
 PQ1481;SPC MN S     -   321,730.      760,440.      MT  (+/- 180 meters Scaled)
 PQ1481
 PQ1481                          SUPERSEDED SURVEY CONTROL
 PQ1481
 PQ1481.No superseded survey control is available for this station.
 PQ1481
 PQ1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK816834(NAD 83)
 PQ1481
 PQ1481_MARKER: DB = BENCH MARK DISK
 PQ1481_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1481_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1481_STAMPING: 4709 A 1978
 PQ1481_MARK LOGO: MNDT  
 PQ1481_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1481+STABILITY: SURFACE MOTION
 PQ1481
 PQ1481  HISTORY     - Date     Condition        Report By
 PQ1481  HISTORY     - 1978     MONUMENTED       MNDT
 PQ1481
 PQ1481                          STATION DESCRIPTION
 PQ1481
 PQ1481'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ1481'THE MARK IS LOCATED 0.1 MILE (0.2 KM) SOUTH OF THE TOWN OF GREENLEAF
 PQ1481'AT THE JUNCTION OF TRUNK HIGHWAY 22 AND COUNTY ROAD 18, IN THE SW 1/4
 PQ1481'OF SECTION 30, T118N, R30W, NEAR TRUNK HIGHWAY 22 MILEPOINT 133.6.
 PQ1481'THE MARK IS 74.4 FEET (22.7 M) EAST OF THE CENTERLINE OF TRUNK
 PQ1481'HIGHWAY 22, 129.5 FEET (39.5 M) NORTH OF THE CENTERLINE OF COUNTY
 PQ1481'ROAD 18, 98.2 FEET (29.9 M) SOUTH OF USGS BENCH MARK 148 ES, 1 FOOT
 PQ1481'(0.3 M) NORTH OF THE NORTHWEST TELEPHONE PEDESTAL NUMBER 1563, 1 FOOT
 PQ1481'(0.3 M) WEST OF A RIGHT-OF-WAY SIGN POST, AND 0.8 FOOT (24.4 CM)
 PQ1481'SOUTH OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK
 PQ1481'DISK STAMPED---4709 A 1978---, IS SET IN THE TOP OF A MAGNETIC
 PQ1481'PRECAST CONCRETE POST THAT IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF
 PQ1481'TRUNK HIGHWAY 22 AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1938 ***********************************************************************
 QP1938  DESIGNATION -  4709 B
 QP1938  PID         -  QP1938
 QP1938  STATE/COUNTY-  MN/MEEKER
 QP1938  COUNTRY     -  US
 QP1938  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1938
 QP1938                         *CURRENT SURVEY CONTROL
 QP1938  ______________________________________________________________________
 QP1938* NAD 83(1986) POSITION- 45 00 25.     (N) 094 30 23.     (W)   SCALED    
 QP1938* NAVD 88 ORTHO HEIGHT -   345.645  (meters)    1134.00  (feet) ADJUSTED  
 QP1938  ______________________________________________________________________
 QP1938  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 QP1938  DYNAMIC HEIGHT  -        345.622 (meters)     1133.93  (feet) COMP
 QP1938  MODELED GRAVITY -    980,541.0   (mgal)                       NAVD 88
 QP1938
 QP1938  VERT ORDER      -  SECOND    CLASS I
 QP1938
 QP1938.The horizontal coordinates were scaled from a topographic map and have
 QP1938.an estimated accuracy of +/- 6 seconds.
 QP1938.
 QP1938.The orthometric height was determined by differential leveling and
 QP1938.adjusted in June 1995.
 QP1938
 QP1938.The dynamic height is computed by dividing the NAVD 88
 QP1938.geopotential number by the normal gravity value computed on the
 QP1938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1938.degrees latitude (g = 980.6199 gals.).
 QP1938
 QP1938.The modeled gravity was interpolated from observed gravity values.
 QP1938
 QP1938;                    North         East    Units  Estimated Accuracy
 QP1938;SPC MN S     -   323,120.      760,080.      MT  (+/- 180 meters Scaled)
 QP1938
 QP1938                          SUPERSEDED SURVEY CONTROL
 QP1938
 QP1938.No superseded survey control is available for this station.
 QP1938
 QP1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK812848(NAD 83)
 QP1938
 QP1938_MARKER: DV = VERTICAL CONTROL DISK
 QP1938_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1938_SP_SET: COPPER-CLAD STEEL ROD
 QP1938_STAMPING: 4709 B 1978
 QP1938_MARK LOGO: MNDT  
 QP1938_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1938
 QP1938  HISTORY     - Date     Condition        Report By
 QP1938  HISTORY     - 1978     MONUMENTED       MNDT
 QP1938
 QP1938                          STATION DESCRIPTION
 QP1938
 QP1938'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1938'THE MARK IS LOCATED 0.9 MILE (1.4 KM) NORTH ALONG TRUNK HIGHWAY 22
 QP1938'FROM ITS JUNCTION WITH COUNTY ROAD 18 AT GREENLEAF, IN THE NE 1/4 OF
 QP1938'SECTION 25, T118N, R31W, NEAR TRUNK HIGHWAY 22 MILEPOINT 134.5.  THE
 QP1938'MARK IS 69 FEET (21.0 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 QP1938'22, 17 FEET (5.2 M) SOUTH OF THE CENTER OF A FIELD ROAD, 105 FEET
 QP1938'(32.0 M) NORTHWEST OF A POWER POLE, 1.2 FEET (0.4 M) NORTHEAST OF A
 QP1938'WOOD GATEPOST, AND 0.7 FOOT (21.3 CM) NORTHEAST OF A STEEL WITNESS
 QP1938'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QP1938'STAMPED---4709 B 1978---, IS CRIMPED TO THE TOP OF A 5/8-INCH
 QP1938'DIAMETER BY 52-FOOT LONG COPPER-COATED STEEL ROD DRIVEN TO REFUSAL
 QP1938'THAT IS ABOUT LEVEL WITH TRUNK HIGHWAY 22 AND PROJECTS 2 INCHES ABOVE
 QP1938'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1941 ***********************************************************************
 QP1941  DESIGNATION -  4709 C
 QP1941  PID         -  QP1941
 QP1941  STATE/COUNTY-  MN/MEEKER
 QP1941  COUNTRY     -  US
 QP1941  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1941
 QP1941                         *CURRENT SURVEY CONTROL
 QP1941  ______________________________________________________________________
 QP1941* NAD 83(1986) POSITION- 45 01 26.     (N) 094 30 27.     (W)   SCALED    
 QP1941* NAVD 88 ORTHO HEIGHT -   362.016  (meters)    1187.71  (feet) ADJUSTED  
 QP1941  ______________________________________________________________________
 QP1941  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP1941  DYNAMIC HEIGHT  -        361.993 (meters)     1187.64  (feet) COMP
 QP1941  MODELED GRAVITY -    980,542.7   (mgal)                       NAVD 88
 QP1941
 QP1941  VERT ORDER      -  SECOND    CLASS I
 QP1941
 QP1941.The horizontal coordinates were scaled from a topographic map and have
 QP1941.an estimated accuracy of +/- 6 seconds.
 QP1941.
 QP1941.The orthometric height was determined by differential leveling and
 QP1941.adjusted in June 1995.
 QP1941
 QP1941.The dynamic height is computed by dividing the NAVD 88
 QP1941.geopotential number by the normal gravity value computed on the
 QP1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1941.degrees latitude (g = 980.6199 gals.).
 QP1941
 QP1941.The modeled gravity was interpolated from observed gravity values.
 QP1941
 QP1941;                    North         East    Units  Estimated Accuracy
 QP1941;SPC MN S     -   325,010.      760,000.      MT  (+/- 180 meters Scaled)
 QP1941
 QP1941                          SUPERSEDED SURVEY CONTROL
 QP1941
 QP1941.No superseded survey control is available for this station.
 QP1941
 QP1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK812867(NAD 83)
 QP1941
 QP1941_MARKER: DB = BENCH MARK DISK
 QP1941_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1941_SP_SET: PREFAB CONC. POST IN EARTH
 QP1941_STAMPING: 4709 C 1978
 QP1941_MARK LOGO: MNDT  
 QP1941_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1941+STABILITY: SURFACE MOTION
 QP1941
 QP1941  HISTORY     - Date     Condition        Report By
 QP1941  HISTORY     - 1978     MONUMENTED       MNDT
 QP1941
 QP1941                          STATION DESCRIPTION
 QP1941
 QP1941'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1941'THE MARK IS LOCATED 7.1 MILES (11.4 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1941'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 IN LITCHFIELD, IN THE SE 1/4
 QP1941'OF SECTION 13, T118N, R31W, NEAR TRUNK HIGHWAY 22 MILEPOINT 135.9.
 QP1941'THE MARK IS 74.7 FEET (22.8 M) WEST OF THE CENTERLINE OF TRUNK
 QP1941'HIGHWAY 22, 301 FEET (91.7 M) NORTH OF A TOWNSHIP ROAD, 99.8 FEET
 QP1941'(30.4 M) NORTH OF A POWER POLE, AND 0.7 FOOT (21.3 CM) NORTH OF A
 QP1941'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1941'STAMPED---4709 C 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 QP1941'CONCRETE POST THAT IS ABOUT LEVEL WITH TRUNK HIGHWAY 22 AND FLUSH
 QP1941'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1943 ***********************************************************************
 QP1943  DESIGNATION -  4709 D
 QP1943  PID         -  QP1943
 QP1943  STATE/COUNTY-  MN/MEEKER
 QP1943  COUNTRY     -  US
 QP1943  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1943
 QP1943                         *CURRENT SURVEY CONTROL
 QP1943  ______________________________________________________________________
 QP1943* NAD 83(1986) POSITION- 45 02 39.     (N) 094 30 44.     (W)   SCALED    
 QP1943* NAVD 88 ORTHO HEIGHT -   347.688  (meters)    1140.71  (feet) ADJUSTED  
 QP1943  ______________________________________________________________________
 QP1943  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 QP1943  DYNAMIC HEIGHT  -        347.666 (meters)     1140.63  (feet) COMP
 QP1943  MODELED GRAVITY -    980,543.9   (mgal)                       NAVD 88
 QP1943
 QP1943  VERT ORDER      -  SECOND    CLASS I
 QP1943
 QP1943.The horizontal coordinates were scaled from a topographic map and have
 QP1943.an estimated accuracy of +/- 6 seconds.
 QP1943.
 QP1943.The orthometric height was determined by differential leveling and
 QP1943.adjusted in June 1995.
 QP1943
 QP1943.The dynamic height is computed by dividing the NAVD 88
 QP1943.geopotential number by the normal gravity value computed on the
 QP1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1943.degrees latitude (g = 980.6199 gals.).
 QP1943
 QP1943.The modeled gravity was interpolated from observed gravity values.
 QP1943
 QP1943;                    North         East    Units  Estimated Accuracy
 QP1943;SPC MN S     -   327,260.      759,650.      MT  (+/- 180 meters Scaled)
 QP1943
 QP1943                          SUPERSEDED SURVEY CONTROL
 QP1943
 QP1943.No superseded survey control is available for this station.
 QP1943
 QP1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK809889(NAD 83)
 QP1943
 QP1943_MARKER: DB = BENCH MARK DISK
 QP1943_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1943_SP_SET: PREFAB CONC. POST IN EARTH
 QP1943_STAMPING: 4709 D 1978
 QP1943_MARK LOGO: MNDT  
 QP1943_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1943+STABILITY: SURFACE MOTION
 QP1943
 QP1943  HISTORY     - Date     Condition        Report By
 QP1943  HISTORY     - 1978     MONUMENTED       MNDT
 QP1943
 QP1943                          STATION DESCRIPTION
 QP1943
 QP1943'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1943'THE MARK IS LOCATED 5.8 MILES (9.3 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1943'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE SE 1/4
 QP1943'OF SECTION 12, T118N, R31W, NEAR TRUNK HIGHWAY 22 MILEPOINT 137.2, IN
 QP1943'THE SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 22 AND A
 QP1943'TOWNSHIP ROAD.  THE MARK IS 74.3 FEET (22.6 M) EAST OF THE CENTERLINE
 QP1943'OF TRUNK HIGHWAY 22, 141 FEET (43.0 M) SOUTH OF THE CENTER OF THE
 QP1943'TOWNSHIP ROAD, 89 FEET (27.1 M) SOUTH-SOUTHEAST OF THE EAST END OF A
 QP1943'18-INCH DIAMETER CONCRETE CULVERT UNDER TRUNK HIGHWAY 22, 111.5 FEET
 QP1943'(34.0 M) SOUTH-SOUTHWEST OF A POWER POLE, 12.5 FEET (3.8 M) SOUTH OF
 QP1943'A STEEL RIGHT-OF-WAY SIGNPOST, AND 0.9 FOOT (27.4 CM) NORTH OF A
 QP1943'STEEL WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1943'STAMPED---4709 D 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 QP1943'CONCRETE POST THAT IS ABOUT 6 FEET (1.8 M) BELOW THE LEVEL OF TRUNK
 QP1943'HIGHWAY 22 AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1944 ***********************************************************************
 QP1944  DESIGNATION -  4709 E
 QP1944  PID         -  QP1944
 QP1944  STATE/COUNTY-  MN/MEEKER
 QP1944  COUNTRY     -  US
 QP1944  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1944
 QP1944                         *CURRENT SURVEY CONTROL
 QP1944  ______________________________________________________________________
 QP1944* NAD 83(2007) POSITION- 45 03 31.92920(N) 094 30 45.96722(W)   ADJUSTED  
 QP1944* NAD 83(2007) ELLIP HT-   323.265 (meters)        (02/10/07)   ADJUSTED
 QP1944* NAD 83(2007) EPOCH   -  2002.00
 QP1944* NAVD 88 ORTHO HEIGHT -   350.131  (meters)    1148.72  (feet) ADJUSTED  
 QP1944  ______________________________________________________________________
 QP1944  NAD 83(2007) X  -   -355,103.546 (meters)                     COMP
 QP1944  NAD 83(2007) Y  - -4,499,199.078 (meters)                     COMP
 QP1944  NAD 83(2007) Z  -  4,492,200.936 (meters)                     COMP
 QP1944  LAPLACE CORR    -         -2.57  (seconds)                    DEFLEC09
 QP1944  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 QP1944  DYNAMIC HEIGHT  -        350.110 (meters)     1148.65  (feet) COMP
 QP1944  MODELED GRAVITY -    980,544.3   (mgal)                       NAVD 88
 QP1944
 QP1944  VERT ORDER      -  SECOND    CLASS I
 QP1944
 QP1944  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP1944  Type                                         Horiz  Ellip  Dist(km)
 QP1944  -------------------------------------------------------------------
 QP1944  NETWORK                                       0.57   0.39
 QP1944  -------------------------------------------------------------------
 QP1944  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.62   0.29      6.53
 QP1944  -------------------------------------------------------------------
 QP1944  NOTE: Click here for information on individual local accuracy
 QP1944  values and other accuracy information.
 QP1944
 QP1944
 QP1944.The horizontal coordinates were established by GPS observations
 QP1944.and adjusted by the National Geodetic Survey in February 2007.
 QP1944
 QP1944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP1944.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP1944
 QP1944.The horizontal coordinates are valid at the epoch date displayed above
 QP1944.which is a decimal equivalence of Year/Month/Day.
 QP1944
 QP1944.The orthometric height was determined by differential leveling and
 QP1944.adjusted in June 1995.
 QP1944
 QP1944.Photographs are available for this station.
 QP1944
 QP1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP1944
 QP1944.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP1944
 QP1944.The ellipsoidal height was determined by GPS observations
 QP1944.and is referenced to NAD 83.
 QP1944
 QP1944.The dynamic height is computed by dividing the NAVD 88
 QP1944.geopotential number by the normal gravity value computed on the
 QP1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1944.degrees latitude (g = 980.6199 gals.).
 QP1944
 QP1944.The modeled gravity was interpolated from observed gravity values.
 QP1944
 QP1944. The following values were computed from the NAD 83(2007) position.
 QP1944
 QP1944;                    North         East     Units Scale Factor Converg.
 QP1944;SPC MN S     -   328,895.492   759,612.738   MT  0.99996935   -0 21 33.9
 QP1944;SPC MN S     - 1,079,051.29  2,492,162.79   sFT  0.99996935   -0 21 33.9
 QP1944;UTM  15      - 4,990,603.171   380,892.851   MT  0.99977444   -1 04 15.3
 QP1944
 QP1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP1944!SPC MN S     -   0.99994932  x   0.99996935  =   0.99991867
 QP1944!UTM  15      -   0.99994932  x   0.99977444  =   0.99972377
 QP1944
 QP1944                          SUPERSEDED SURVEY CONTROL
 QP1944
 QP1944  NAD 83(1996)-  45 03 31.92877(N)    094 30 45.96676(W) AD(       ) 1
 QP1944  ELLIP H (08/23/04)  323.291  (m)                       GP(       ) 3 2
 QP1944  NAVD 88 (08/23/04)  350.13   (m)         1148.7    (f) LEVELING    3  
 QP1944
 QP1944.Superseded values are not recommended for survey control.
 QP1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP1944.See file dsdata.txt to determine how the superseded data were derived.
 QP1944
 QP1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8089290603(NAD 83)
 QP1944
 QP1944_MARKER: DB = BENCH MARK DISK
 QP1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1944_SP_SET: PREFAB CONC. POST IN EARTH
 QP1944_STAMPING: 4709 E 1978
 QP1944_MARK LOGO: MNDT  
 QP1944_PROJECTION: FLUSH
 QP1944_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1944+STABILITY: SURFACE MOTION
 QP1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP1944+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 QP1944
 QP1944  HISTORY     - Date     Condition        Report By
 QP1944  HISTORY     - 1978     MONUMENTED       MNDT
 QP1944  HISTORY     - 20030814 GOOD             MNDT
 QP1944
 QP1944                          STATION DESCRIPTION
 QP1944
 QP1944'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1944'THE MARK IS LOCATED 4.7 MILES (7.6 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1944'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE SW 1/4
 QP1944'OF SECTION 1, T118N, R31W, NEAR TRUNK HIGHWAY 22 MILEPOINT 138.2, IN
 QP1944'THE SOUTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 22 AND
 QP1944'COUNTY ROAD 28.  THE MARK IS 73.2 FEET (22.3 M) WEST OF THE
 QP1944'CENTERLINE OF TRUNK HIGHWAY 22, 62.5 FEET (19.1 M) SOUTH OF THE
 QP1944'CENTER OF COUNTY ROAD 28, 46.5 FEET (14.2 M) SOUTHWEST OF THE SOUTH
 QP1944'END OF A 18-INCH DIAMETER CONCRETE CULVERT UNDER COUNTY ROAD 28, 29.7
 QP1944'FEET (9.1 M) SOUTH-SOUTHEAST OF A GUYWIRE POWER POLE, AND 0.8 FOOT
 QP1944'(24.4 CM) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 QP1944'BENCH MARK DISK STAMPED---4709 E 1978---, IS SET IN THE TOP OF A
 QP1944'MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT 3 FEET (0.9 M) BELOW THE
 QP1944'LEVEL OF TRUNK HIGHWAY 22 AND FLUSH WITH THE SURFACE OF THE GROUND.
 QP1944
 QP1944                          STATION RECOVERY (2003)
 QP1944
 QP1944'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 QP1944'THE MARK IS LOCATED 4.7 MILES SOUTH OF LITCHFIELD, 4.7 MILES SOUTH
 QP1944'ALONG TRUNK HIGHWAY 22 FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 QP1944'HIGHWAY 12 IN LITCHFIELD, AT TRUNK HIGHWAY 22 MILEPOINT 138.2, THE
 QP1944'MARK IS 73.2 FEET WEST OF TRUNK HIGHWAY 22, 62.5 FEET SOUTH OF COUNTY
 QP1944'ROAD 28, 46.5 FEET SOUTHWEST OF SOUTH END OF CONCRETE CULVERT, 29.7
 QP1944'FEET SOUTH-SOUTHEAST OF POWER POLE WITH GUY WIRE, 0.8 FEET EAST OF
 QP1944'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1945 ***********************************************************************
 QP1945  DESIGNATION -  4709 F
 QP1945  PID         -  QP1945
 QP1945  STATE/COUNTY-  MN/MEEKER
 QP1945  COUNTRY     -  US
 QP1945  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1945
 QP1945                         *CURRENT SURVEY CONTROL
 QP1945  ______________________________________________________________________
 QP1945* NAD 83(1986) POSITION- 45 04 32.6    (N) 094 30 44.1    (W)   HD_HELD2  
 QP1945* NAVD 88 ORTHO HEIGHT -   350.156  (meters)    1148.80  (feet) ADJUSTED  
 QP1945  ______________________________________________________________________
 QP1945  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 QP1945  DYNAMIC HEIGHT  -        350.134 (meters)     1148.73  (feet) COMP
 QP1945  MODELED GRAVITY -    980,544.4   (mgal)                       NAVD 88
 QP1945
 QP1945  VERT ORDER      -  SECOND    CLASS I
 QP1945
 QP1945.The horizontal coordinates were established by autonomous hand held GPS
 QP1945.observations and have an estimated accuracy of +/- 10 meters.
 QP1945.
 QP1945.The orthometric height was determined by differential leveling and
 QP1945.adjusted in June 1995.
 QP1945
 QP1945.Photographs are available for this station.
 QP1945
 QP1945.The dynamic height is computed by dividing the NAVD 88
 QP1945.geopotential number by the normal gravity value computed on the
 QP1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1945.degrees latitude (g = 980.6199 gals.).
 QP1945
 QP1945.The modeled gravity was interpolated from observed gravity values.
 QP1945
 QP1945;                    North         East    Units  Estimated Accuracy
 QP1945;SPC MN S     -   330,768.      759,665.      MT  (+/- 10 meters HH2 GPS)
 QP1945
 QP1945                          SUPERSEDED SURVEY CONTROL
 QP1945
 QP1945.No superseded survey control is available for this station.
 QP1945
 QP1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8096892474(NAD 83)
 QP1945
 QP1945_MARKER: DB = BENCH MARK DISK
 QP1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP1945_SP_SET: PREFAB CONC. POST IN EARTH
 QP1945_STAMPING: 4709 F 1978
 QP1945_MARK LOGO: MNDT  
 QP1945_PROJECTION: FLUSH
 QP1945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 QP1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1945+STABILITY: SURFACE MOTION
 QP1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP1945+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 QP1945
 QP1945  HISTORY     - Date     Condition        Report By
 QP1945  HISTORY     - 1978     MONUMENTED       MNDT
 QP1945  HISTORY     - 20030814 GOOD             MNDT
 QP1945
 QP1945                          STATION DESCRIPTION
 QP1945
 QP1945'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1945'THE MARK IS LOCATED 3.7 MILES (6.0 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1945'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE NE 1/4
 QP1945'OF SECTION 36, T119N, R31W, AT THE NORTHWEST CORNER OF A FARMSTEAD
 QP1945'GROVE, NEAR TRUNK HIGHWAY 22 MILEPOINT 139.3.  THE MARK IS 69 FEET
 QP1945'(21.0 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 22, 73 FEET (22.3 M)
 QP1945'SOUTH OF THE CENTER OF A FIELD ROAD, 63.5 FEET (19.4 M)
 QP1945'SOUTH-SOUTHEAST OF THE SOUTH END OF A 18-INCH DIAMETER CONCRETE
 QP1945'CULVERT UNDER THE FIELD ROAD, 34 FEET (10.4 M) SOUTHWEST OF A POWER
 QP1945'POLE, AND 0.7 FOOT (21.3 CM) NORTH OF A STEEL WITNESS POST.  THE
 QP1945'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---4709 F 1978---, IS
 QP1945'SET IN THE TOP OF A MAGNETIC PRECAST CONCRETE POST THAT IS ABOUT
 QP1945'LEVEL WITH TRUNK HIGHWAY 22 AND FLUSH WITH THE SURFACE OF THE GROUND.
 QP1945
 QP1945                          STATION RECOVERY (2003)
 QP1945
 QP1945'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 QP1945'THE MARK IS LOCATED 3.7 MILES SOUTH ALONG TRUNK HIGHWAY 22 FROM THE
 QP1945'JUNCTION OF 22 AND TRUNK HIGHWAY 12 IN LITCHFIELD, AT TRUNK HIGHWAY 22
 QP1945'MILEPOINT 139.35, IN THE NORTHWEST CORNER OF FARM GROVE, THE MARK IS
 QP1945'69 FEET EAST OF TRUNK HIGHWAY 22, 250 FEET NORTH OF DRIVEWAY FIRE
 QP1945'NUMBER 22630, 73 FEET SOUTHWEST OF POWER POLE, 0.7 FEET NORTH OF
 QP1945'WITNESS POS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1946 ***********************************************************************
 QP1946  DESIGNATION -  4709 G
 QP1946  PID         -  QP1946
 QP1946  STATE/COUNTY-  MN/MEEKER
 QP1946  COUNTRY     -  US
 QP1946  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1946
 QP1946                         *CURRENT SURVEY CONTROL
 QP1946  ______________________________________________________________________
 QP1946* NAD 83(1986) POSITION- 45 05 41.     (N) 094 30 53.     (W)   SCALED    
 QP1946* NAVD 88 ORTHO HEIGHT -   345.034  (meters)    1132.00  (feet) ADJUSTED  
 QP1946  ______________________________________________________________________
 QP1946  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 QP1946  DYNAMIC HEIGHT  -        345.012 (meters)     1131.93  (feet) COMP
 QP1946  MODELED GRAVITY -    980,543.7   (mgal)                       NAVD 88
 QP1946
 QP1946  VERT ORDER      -  SECOND    CLASS I
 QP1946
 QP1946.The horizontal coordinates were scaled from a topographic map and have
 QP1946.an estimated accuracy of +/- 6 seconds.
 QP1946.
 QP1946.The orthometric height was determined by differential leveling and
 QP1946.adjusted in June 1995.
 QP1946
 QP1946.The dynamic height is computed by dividing the NAVD 88
 QP1946.geopotential number by the normal gravity value computed on the
 QP1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1946.degrees latitude (g = 980.6199 gals.).
 QP1946
 QP1946.The modeled gravity was interpolated from observed gravity values.
 QP1946
 QP1946;                    North         East    Units  Estimated Accuracy
 QP1946;SPC MN S     -   332,880.      759,480.      MT  (+/- 180 meters Scaled)
 QP1946
 QP1946                          SUPERSEDED SURVEY CONTROL
 QP1946
 QP1946.No superseded survey control is available for this station.
 QP1946
 QP1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK808945(NAD 83)
 QP1946
 QP1946_MARKER: DV = VERTICAL CONTROL DISK
 QP1946_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QP1946_SP_SET: COPPER-CLAD STEEL ROD
 QP1946_STAMPING: 4709 G 1978
 QP1946_MARK LOGO: MNDT  
 QP1946_MAGNETIC: I = MARKER IS A STEEL ROD
 QP1946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP1946
 QP1946  HISTORY     - Date     Condition        Report By
 QP1946  HISTORY     - 1978     MONUMENTED       MNDT
 QP1946
 QP1946                          STATION DESCRIPTION
 QP1946
 QP1946'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1946'THE MARK IS LOCATED 2.3 MILES (3.7 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1946'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE NW 1/4
 QP1946'OF SECTION 25, T119N, R31W, AT THE NORTH EDGE OF A LARGE CLUMP OF
 QP1946'LILACS, NEAR TRUNK HIGHWAY 22 MILEPOINT 140.7, IN THE SOUTHEAST
 QP1946'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 22 AND A TOWNSHIP ROAD.
 QP1946'THE MARK IS 69.4 FEET (21.2 M) NORTHEAST OF THE CENTERLINE OF TRUNK
 QP1946'HIGHWAY 22, 47 FEET (14.3 M) SOUTH OF THE CENTER OF THE TOWNSHIP
 QP1946'ROAD, AND 1.0 FOOT (0.3 M) WEST OF A STEEL WITNESS POST.  THE MARK, A
 QP1946'STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4709 G
 QP1946'1978---, IS CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 52-FOOT LONG
 QP1946'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL THAT IS ABOUT LEVEL WITH
 QP1946'TRUNK HIGHWAY 22 AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1948 ***********************************************************************
 QP1948  DESIGNATION -  4709 H
 QP1948  PID         -  QP1948
 QP1948  STATE/COUNTY-  MN/MEEKER
 QP1948  COUNTRY     -  US
 QP1948  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1948
 QP1948                         *CURRENT SURVEY CONTROL
 QP1948  ______________________________________________________________________
 QP1948* NAD 83(1986) POSITION- 45 06 21.     (N) 094 31 31.     (W)   SCALED    
 QP1948* NAVD 88 ORTHO HEIGHT -   345.046  (meters)    1132.04  (feet) ADJUSTED  
 QP1948  ______________________________________________________________________
 QP1948  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP1948  DYNAMIC HEIGHT  -        345.023 (meters)     1131.96  (feet) COMP
 QP1948  MODELED GRAVITY -    980,542.3   (mgal)                       NAVD 88
 QP1948
 QP1948  VERT ORDER      -  SECOND    CLASS I
 QP1948
 QP1948.The horizontal coordinates were scaled from a topographic map and have
 QP1948.an estimated accuracy of +/- 6 seconds.
 QP1948.
 QP1948.The orthometric height was determined by differential leveling and
 QP1948.adjusted in June 1995.
 QP1948
 QP1948.The dynamic height is computed by dividing the NAVD 88
 QP1948.geopotential number by the normal gravity value computed on the
 QP1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1948.degrees latitude (g = 980.6199 gals.).
 QP1948
 QP1948.The modeled gravity was interpolated from observed gravity values.
 QP1948
 QP1948;                    North         East    Units  Estimated Accuracy
 QP1948;SPC MN S     -   334,120.      758,660.      MT  (+/- 180 meters Scaled)
 QP1948
 QP1948                          SUPERSEDED SURVEY CONTROL
 QP1948
 QP1948.No superseded survey control is available for this station.
 QP1948
 QP1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK800958(NAD 83)
 QP1948
 QP1948_MARKER: DV = VERTICAL CONTROL DISK
 QP1948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QP1948_SP_SET: CONCRETE SEWER PUMP HOUSING
 QP1948_STAMPING: 4709 H 1978
 QP1948_MARK LOGO: MNDT  
 QP1948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QP1948
 QP1948  HISTORY     - Date     Condition        Report By
 QP1948  HISTORY     - 1978     MONUMENTED       MNDT
 QP1948
 QP1948                          STATION DESCRIPTION
 QP1948
 QP1948'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1948'THE MARK IS LOCATED 1.3 MILES (2.1 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1948'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE NE 1/4
 QP1948'OF SECTION 23, T119N, R31W, NEAR TRUNK HIGHWAY 22 MILEPOINT 141.7.
 QP1948'THE MARK IS 60 FEET (18.3 M) NORTHEAST OF THE CENTERLINE OF TRUNK
 QP1948'HIGHWAY 22, IN THE TOP OF A 8-FOOT SQUARE CONCRETE SEWER PUMP
 QP1948'HOUSING, 42.6 FEET (13.0 M) SOUTH OF THE CENTER OF A STREET, 26.6
 QP1948'FEET (8.1 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A METER AND
 QP1948'TRANSFORMERS, 2.2 FEET (0.7 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 QP1948'CONCRETE, 3.5 FEET (1.1 M) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 QP1948'CONCRETE, AND 0.7 FOOT (21.3 CM) NORTHWEST OF A 4-INCH VENT PIPE.
 QP1948'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK
 QP1948'STAMPED---4709 H 1978---, IS SET IN A DRILL HOLE IN THE HOUSING THAT
 QP1948'IS ABOUT 1 FOOT (0.3 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 22.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1949 ***********************************************************************
 QP1949  DESIGNATION -  4709 J
 QP1949  PID         -  QP1949
 QP1949  STATE/COUNTY-  MN/MEEKER
 QP1949  COUNTRY     -  US
 QP1949  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1949
 QP1949                         *CURRENT SURVEY CONTROL
 QP1949  ______________________________________________________________________
 QP1949* NAD 83(1986) POSITION- 45 06 51.     (N) 094 31 45.     (W)   SCALED    
 QP1949* NAVD 88 ORTHO HEIGHT -   345.242  (meters)    1132.68  (feet) ADJUSTED  
 QP1949  ______________________________________________________________________
 QP1949  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 QP1949  DYNAMIC HEIGHT  -        345.220 (meters)     1132.61  (feet) COMP
 QP1949  MODELED GRAVITY -    980,541.5   (mgal)                       NAVD 88
 QP1949
 QP1949  VERT ORDER      -  SECOND    CLASS I
 QP1949
 QP1949.The horizontal coordinates were scaled from a topographic map and have
 QP1949.an estimated accuracy of +/- 6 seconds.
 QP1949.
 QP1949.The orthometric height was determined by differential leveling and
 QP1949.adjusted in June 1995.
 QP1949
 QP1949.The dynamic height is computed by dividing the NAVD 88
 QP1949.geopotential number by the normal gravity value computed on the
 QP1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1949.degrees latitude (g = 980.6199 gals.).
 QP1949
 QP1949.The modeled gravity was interpolated from observed gravity values.
 QP1949
 QP1949;                    North         East    Units  Estimated Accuracy
 QP1949;SPC MN S     -   335,050.      758,360.      MT  (+/- 180 meters Scaled)
 QP1949
 QP1949                          SUPERSEDED SURVEY CONTROL
 QP1949
 QP1949.No superseded survey control is available for this station.
 QP1949
 QP1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK797967(NAD 83)
 QP1949
 QP1949_MARKER: DV = VERTICAL CONTROL DISK
 QP1949_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QP1949+WITH SETTING: PAVEMENT
 QP1949_SP_SET: CONCRETE STEPS
 QP1949_STAMPING: 4709 J 1978
 QP1949_MARK LOGO: MNDT  
 QP1949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1949+STABILITY: SURFACE MOTION
 QP1949
 QP1949  HISTORY     - Date     Condition        Report By
 QP1949  HISTORY     - 1978     MONUMENTED       MNDT
 QP1949
 QP1949                          STATION DESCRIPTION
 QP1949
 QP1949'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1949'THE MARK IS LOCATED 0.7 MILE (1.1 KM) SOUTH ALONG TRUNK HIGHWAY 22
 QP1949'FROM ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE SE 1/4
 QP1949'OF SECTION 14, T119N, R31W, NEAR TRUNK HIGHWAY 12 MILEPOINT 142.3, AT
 QP1949'THE SOUTHEAST ENTRANCE TO THE RIPLEY ELEMENTARY SCHOOL.  THE MARK IS
 QP1949'SET IN A DRILL HOLE IN THE TOP STEP, 3.4 FEET (1.0 M) NORTH OF THE
 QP1949'CENTER OF THE SCHOOL ENTRANCE, 4.1 FEET (1.2 M) WEST OF THE EAST EDGE
 QP1949'OF THE CONCRETE STEP, AND 43.5 FEET (13.3 M) NORTH OF THE SOUTHEAST
 QP1949'CORNER OF THE ONE STORY BRICK SCHOOL BUILDING.  THE MARK, A STANDARD
 QP1949'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4709 J 1978---, IS SET
 QP1949'IN A DRILL HOLE IN THE STEPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP1950 ***********************************************************************
 QP1950  DESIGNATION -  4709 K
 QP1950  PID         -  QP1950
 QP1950  STATE/COUNTY-  MN/MEEKER
 QP1950  COUNTRY     -  US
 QP1950  USGS QUAD   -  LITCHFIELD SOUTH (1994)
 QP1950
 QP1950                         *CURRENT SURVEY CONTROL
 QP1950  ______________________________________________________________________
 QP1950* NAD 83(1986) POSITION- 45 06 39.     (N) 094 31 39.     (W)   SCALED    
 QP1950* NAVD 88 ORTHO HEIGHT -   345.557  (meters)    1133.71  (feet) ADJUSTED  
 QP1950  ______________________________________________________________________
 QP1950  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 QP1950  DYNAMIC HEIGHT  -        345.535 (meters)     1133.64  (feet) COMP
 QP1950  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 QP1950
 QP1950  VERT ORDER      -  SECOND    CLASS I
 QP1950
 QP1950.The horizontal coordinates were scaled from a topographic map and have
 QP1950.an estimated accuracy of +/- 6 seconds.
 QP1950.
 QP1950.The orthometric height was determined by differential leveling and
 QP1950.adjusted in June 1995.
 QP1950
 QP1950.The dynamic height is computed by dividing the NAVD 88
 QP1950.geopotential number by the normal gravity value computed on the
 QP1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP1950.degrees latitude (g = 980.6199 gals.).
 QP1950
 QP1950.The modeled gravity was interpolated from observed gravity values.
 QP1950
 QP1950;                    North         East    Units  Estimated Accuracy
 QP1950;SPC MN S     -   334,680.      758,490.      MT  (+/- 180 meters Scaled)
 QP1950
 QP1950                          SUPERSEDED SURVEY CONTROL
 QP1950
 QP1950.No superseded survey control is available for this station.
 QP1950
 QP1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK798963(NAD 83)
 QP1950
 QP1950_MARKER: DB = BENCH MARK DISK
 QP1950_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QP1950_SP_SET: PREFAB CONC. POST IN EARTH
 QP1950_STAMPING: 4709 K 1978
 QP1950_MARK LOGO: MNDT  
 QP1950_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 QP1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QP1950+STABILITY: SURFACE MOTION
 QP1950
 QP1950  HISTORY     - Date     Condition        Report By
 QP1950  HISTORY     - 1978     MONUMENTED       MNDT
 QP1950
 QP1950                          STATION DESCRIPTION
 QP1950
 QP1950'DESCRIBED BY MN DEPT OF TRANSP 1978
 QP1950'THE MARK IS LOCATED 1 MILE (1.6 KM) SOUTH ALONG TRUNK HIGHWAY 22 FROM
 QP1950'ITS JUNCTION WITH TRUNK HIGHWAY 12 AT LITCHFIELD, IN THE SE 1/4 OF
 QP1950'SECTION 14, T119N, R31W, AT THE NORTHWEST CORNER OF A CEMETARY, NEAR
 QP1950'TRUNK HIGHWAY 22 MILEPOST 142.  THE MARK IS 47.8 FEET (14.6 M) EAST
 QP1950'OF THE CENTERLINE OF TRUNK HIGHWAY 22, 27.6 FEET (8.4 M) SOUTHEAST OF
 QP1950'TRUNK HIGHWAY 22 MILEPOST 142, 21.1 FEET (6.4 M) NORTH-NORTHWEST OF A
 QP1950'12-INCH DIAMETER SPRUCE TREE, 6 FEET (1.8 M) SOUTH-SOUTHWEST OF
 QP1950'TELEPHONE PEDESTAL NUMBER 28, AND 0.5 FOOT (15.2 CM) SOUTH OF A STEEL
 QP1950'WITNESS POST.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QP1950'STAMPED---4709 K 1978---, IS SET IN THE TOP OF A MAGNETIC PRECAST
 QP1950'CONCRETE POST THAT IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF TRUNK
 QP1950'HIGHWAY 22 AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5331 ***********************************************************************
 DL5331  DESIGNATION -  4710 A
 DL5331  PID         -  DL5331
 DL5331  STATE/COUNTY-  MN/MEEKER
 DL5331  COUNTRY     -  US
 DL5331  USGS QUAD   -  EDEN VALLEY (1967)
 DL5331
 DL5331                         *CURRENT SURVEY CONTROL
 DL5331  ______________________________________________________________________
 DL5331* NAD 83(1986) POSITION- 45 19 29.2    (N) 094 32 50.4    (W)   HD_HELD2  
 DL5331* NAVD 88 ORTHO HEIGHT -   340.800  (meters)    1118.11  (feet) ADJUSTED  
 DL5331  ______________________________________________________________________
 DL5331  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DL5331  DYNAMIC HEIGHT  -        340.777 (meters)     1118.03  (feet) COMP
 DL5331  MODELED GRAVITY -    980,540.6   (mgal)                       NAVD 88
 DL5331
 DL5331  VERT ORDER      -  SECOND    CLASS I
 DL5331
 DL5331.The horizontal coordinates were established by autonomous hand held GPS
 DL5331.observations and have an estimated accuracy of +/- 10 meters.
 DL5331.
 DL5331.The orthometric height was determined by differential leveling and
 DL5331.adjusted in February 2010.
 DL5331
 DL5331.The dynamic height is computed by dividing the NAVD 88
 DL5331.geopotential number by the normal gravity value computed on the
 DL5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5331.degrees latitude (g = 980.6199 gals.).
 DL5331
 DL5331.The modeled gravity was interpolated from observed gravity values.
 DL5331
 DL5331;                    North         East    Units  Estimated Accuracy
 DL5331;SPC MN S     -   358,464.      757,088.      MT  (+/- 10 meters HH2 GPS)
 DL5331
 DL5331                          SUPERSEDED SURVEY CONTROL
 DL5331
 DL5331.No superseded survey control is available for this station.
 DL5331
 DL5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7873720194(NAD 83)
 DL5331
 DL5331_MARKER: DD = SURVEY DISK
 DL5331_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5331_SP_SET: WATER TANK FOOTING
 DL5331_STAMPING: 4710 A 2001
 DL5331_MARK LOGO: MNDT  
 DL5331_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5331+STABILITY: SURFACE MOTION
 DL5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5331+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DL5331
 DL5331  HISTORY     - Date     Condition        Report By
 DL5331  HISTORY     - 2001     MONUMENTED       MNDT
 DL5331  HISTORY     - 20070418 GOOD             MNDT
 DL5331
 DL5331                          STATION DESCRIPTION
 DL5331
 DL5331'DESCRIBED BY MN DEPT OF TRANSP 2001
 DL5331'THE MARK IS LOCATED IN EDEN VALLEY, AT NE QUADRANT OF CENTRAL AVE AND
 DL5331'CHURCH ST, IN THE SE FOOTING OF THE WATER TANK LEG, 23.8 FT (7.3 M) SE
 DL5331'OF STANDPIPE OF WATER TANK, 12.5 FT (3.8 M) WEST OF ALLEY, FLUSH,
 DL5331'MAGNETIC.  DISK SET IN A DRILL HOLE.
 DL5331
 DL5331                          STATION RECOVERY (2007)
 DL5331
 DL5331'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DL5331'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF
 DL5331'PAYNESVILLE, 6.8 MI (10.9 KM) WEST OF WATKINS AND IN THE TOWN OF EDEN
 DL5331'VALLEY, MN.
 DL5331' 
 DL5331'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY
 DL5331'ROAD 2 IN WATKINS, GO 2.35 MI (3.8 KM) WEST ALONG TRUNK HIGHWAY 55 TO
 DL5331'MILE POINT 124.25.
 DL5331' 
 DL5331'THE MARK IS FOUND 61.6 FT (18.8 M) SOUTH OF TRUNK HIGHWAY 55, 46.5 FT
 DL5331'(14.2 M) EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND 3.2 FT
 DL5331'(1.0 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5334 ***********************************************************************
 DL5334  DESIGNATION -  4712 A
 DL5334  PID         -  DL5334
 DL5334  STATE/COUNTY-  MN/STEARNS
 DL5334  COUNTRY     -  US
 DL5334  USGS QUAD   -  LAKE KORONIS (1967)
 DL5334
 DL5334                         *CURRENT SURVEY CONTROL
 DL5334  ______________________________________________________________________
 DL5334* NAD 83(1986) POSITION- 45 19 32.     (N) 094 38 22.     (W)   SCALED    
 DL5334* NAVD 88 ORTHO HEIGHT -   363.714  (meters)    1193.29  (feet) ADJUSTED  
 DL5334  ______________________________________________________________________
 DL5334  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 DL5334  DYNAMIC HEIGHT  -        363.689 (meters)     1193.20  (feet) COMP
 DL5334  MODELED GRAVITY -    980,539.1   (mgal)                       NAVD 88
 DL5334
 DL5334  VERT ORDER      -  SECOND    CLASS I
 DL5334
 DL5334.The horizontal coordinates were scaled from a topographic map and have
 DL5334.an estimated accuracy of +/- 6 seconds.
 DL5334.
 DL5334.The orthometric height was determined by differential leveling and
 DL5334.adjusted in February 2010.
 DL5334
 DL5334.The dynamic height is computed by dividing the NAVD 88
 DL5334.geopotential number by the normal gravity value computed on the
 DL5334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5334.degrees latitude (g = 980.6199 gals.).
 DL5334
 DL5334.The modeled gravity was interpolated from observed gravity values.
 DL5334
 DL5334;                    North         East    Units  Estimated Accuracy
 DL5334;SPC MN C     -   136,260.      769,470.      MT  (+/- 180 meters Scaled)
 DL5334
 DL5334                          SUPERSEDED SURVEY CONTROL
 DL5334
 DL5334.No superseded survey control is available for this station.
 DL5334
 DL5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL715204(NAD 83)
 DL5334
 DL5334_MARKER: DB = BENCH MARK DISK
 DL5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5334_STAMPING: 4712 A
 DL5334_MARK LOGO: MNDT  
 DL5334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL5334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5334+STABILITY: SURFACE MOTION
 DL5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5334+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 DL5334
 DL5334  HISTORY     - Date     Condition        Report By
 DL5334  HISTORY     - 1950     MONUMENTED       MNDT
 DL5334  HISTORY     - 20010502 GOOD             MNDT
 DL5334
 DL5334                          STATION DESCRIPTION
 DL5334
 DL5334'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DL5334'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.35 MI (8.61
 DL5334'KM) SE ALONG TH 55 FROM JCT OF TH 55 AND TH 124 IN PAYNESVILLE, AT TH
 DL5334'55 MP 114.9, 130 FT (39.6 M) EAST OF CO RD 180, 98 FT (29.9 M) SE OF
 DL5334'TEL PEDESTAL NO A3 30, 72.3 FT (22.0 M) NORTH OF TH 55, 2 FT (0.6 M)
 DL5334'SSW OF WIT POST, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7137 ***********************************************************************
 DE7137  DESIGNATION -  4712 E
 DE7137  PID         -  DE7137
 DE7137  STATE/COUNTY-  MN/MEEKER
 DE7137  COUNTRY     -  US
 DE7137  USGS QUAD   -  EDEN VALLEY (1967)
 DE7137
 DE7137                         *CURRENT SURVEY CONTROL
 DE7137  ______________________________________________________________________
 DE7137* NAD 83(2007) POSITION- 45 19 32.90724(N) 094 33 52.02881(W)   ADJUSTED  
 DE7137* NAD 83(2007) ELLIP HT-   324.702 (meters)        (02/10/07)   ADJUSTED
 DE7137* NAD 83(2007) EPOCH   -  2002.00
 DE7137* NAVD 88 ORTHO HEIGHT -   351.722  (meters)    1153.94  (feet) ADJUSTED  
 DE7137  ______________________________________________________________________
 DE7137  NAD 83(2007) X  -   -357,486.934 (meters)                     COMP
 DE7137  NAD 83(2007) Y  - -4,477,896.071 (meters)                     COMP
 DE7137  NAD 83(2007) Z  -  4,513,109.730 (meters)                     COMP
 DE7137  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC09
 DE7137  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 DE7137  DYNAMIC HEIGHT  -        351.699 (meters)     1153.87  (feet) COMP
 DE7137  MODELED GRAVITY -    980,540.5   (mgal)                       NAVD 88
 DE7137
 DE7137  VERT ORDER      -  SECOND    CLASS I
 DE7137
 DE7137  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7137  Type                                         Horiz  Ellip  Dist(km)
 DE7137  -------------------------------------------------------------------
 DE7137  NETWORK                                       0.84   1.06
 DE7137  -------------------------------------------------------------------
 DE7137  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.83   1.02      2.37
 DE7137  -------------------------------------------------------------------
 DE7137  NOTE: Click here for information on individual local accuracy
 DE7137  values and other accuracy information.
 DE7137
 DE7137
 DE7137.The horizontal coordinates were established by GPS observations
 DE7137.and adjusted by the National Geodetic Survey in February 2007.
 DE7137
 DE7137.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7137.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7137
 DE7137.The horizontal coordinates are valid at the epoch date displayed above
 DE7137.which is a decimal equivalence of Year/Month/Day.
 DE7137
 DE7137.The orthometric height was determined by differential leveling and
 DE7137.adjusted in February 2010.
 DE7137
 DE7137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7137
 DE7137.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7137
 DE7137.The ellipsoidal height was determined by GPS observations
 DE7137.and is referenced to NAD 83.
 DE7137
 DE7137.The dynamic height is computed by dividing the NAVD 88
 DE7137.geopotential number by the normal gravity value computed on the
 DE7137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7137.degrees latitude (g = 980.6199 gals.).
 DE7137
 DE7137.The modeled gravity was interpolated from observed gravity values.
 DE7137
 DE7137. The following values were computed from the NAD 83(2007) position.
 DE7137
 DE7137;                    North         East     Units Scale Factor Converg.
 DE7137;SPC MN S     -   358,587.816   755,746.875   MT  1.00002568   -0 23 44.3
 DE7137;SPC MN S     - 1,176,466.86  2,479,479.54   sFT  1.00002568   -0 23 44.3
 DE7137;UTM  15      - 5,020,334.951   377,398.166   MT  0.99978481   -1 06 45.5
 DE7137
 DE7137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7137!SPC MN S     -   0.99994910  x   1.00002568  =   0.99997477
 DE7137!UTM  15      -   0.99994910  x   0.99978481  =   0.99973392
 DE7137
 DE7137                          SUPERSEDED SURVEY CONTROL
 DE7137
 DE7137  NAD 83(1996)-  45 19 32.90699(N)    094 33 52.02843(W) AD(       ) 1
 DE7137  ELLIP H (09/10/02)  324.737  (m)                       GP(       ) 4 1
 DE7137  NAVD 88 (09/10/02)  351.72   (m)         1153.9    (f) LEVELING    3  
 DE7137
 DE7137.Superseded values are not recommended for survey control.
 DE7137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7137.See file dsdata.txt to determine how the superseded data were derived.
 DE7137
 DE7137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7739820334(NAD 83)
 DE7137
 DE7137_MARKER: DD = SURVEY DISK
 DE7137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7137_STAMPING: 4712 A 2001
 DE7137_MARK LOGO: MNDT  
 DE7137_PROJECTION: FLUSH
 DE7137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7137+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 DE7137_ROD/PIPE-DEPTH:  4.6 meters
 DE7137
 DE7137  HISTORY     - Date     Condition        Report By
 DE7137  HISTORY     - 2001     MONUMENTED       MNDT
 DE7137  HISTORY     - 20010514 GOOD             MNDT
 DE7137
 DE7137                          STATION DESCRIPTION
 DE7137
 DE7137'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7137'THE MARK IS 0.95 MI (1.53 KM) WEST ALONG TH 55 FROM JCT OF TH 22 IN
 DE7137'EDEN VALLEY TO TH 55 MP 118.55, 400 FT (121.9 M) NNE OF TH 55, 50.6 FT
 DE7137'(15.4 M) NW OF CO RD 8, 27.6 FT (8.4 M) WSW OF TEL PEDESTAL NO A3 10,
 DE7137'15.5 FT (4.7 M) NE OF DRIVEWAY, 3.2 FT (1.0 M) WEST OF WIT POST.
 DE7137
 DE7137                          STATION RECOVERY (2001)
 DE7137
 DE7137'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7138 ***********************************************************************
 DE7138  DESIGNATION -  4712 F
 DE7138  PID         -  DE7138
 DE7138  STATE/COUNTY-  MN/STEARNS
 DE7138  COUNTRY     -  US
 DE7138  USGS QUAD   -  EDEN VALLEY (1967)
 DE7138
 DE7138                         *CURRENT SURVEY CONTROL
 DE7138  ______________________________________________________________________
 DE7138* NAD 83(2007) POSITION- 45 19 33.62285(N) 094 35 16.20362(W)   ADJUSTED  
 DE7138* NAD 83(2007) ELLIP HT-   345.453 (meters)        (02/10/07)   ADJUSTED
 DE7138* NAD 83(2007) EPOCH   -  2002.00
 DE7138* NAVD 88 ORTHO HEIGHT -   372.448  (meters)    1221.94  (feet) ADJUSTED  
 DE7138  ______________________________________________________________________
 DE7138  NAD 83(2007) X  -   -359,314.203 (meters)                     COMP
 DE7138  NAD 83(2007) Y  - -4,477,748.693 (meters)                     COMP
 DE7138  NAD 83(2007) Z  -  4,513,140.020 (meters)                     COMP
 DE7138  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 DE7138  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 DE7138  DYNAMIC HEIGHT  -        372.423 (meters)     1221.86  (feet) COMP
 DE7138  MODELED GRAVITY -    980,540.0   (mgal)                       NAVD 88
 DE7138
 DE7138  VERT ORDER      -  SECOND    CLASS I
 DE7138
 DE7138  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7138  Type                                         Horiz  Ellip  Dist(km)
 DE7138  -------------------------------------------------------------------
 DE7138  NETWORK                                       0.99   1.18
 DE7138  -------------------------------------------------------------------
 DE7138  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   1.14      2.20
 DE7138  -------------------------------------------------------------------
 DE7138  NOTE: Click here for information on individual local accuracy
 DE7138  values and other accuracy information.
 DE7138
 DE7138
 DE7138.The horizontal coordinates were established by GPS observations
 DE7138.and adjusted by the National Geodetic Survey in February 2007.
 DE7138
 DE7138.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7138.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7138
 DE7138.The horizontal coordinates are valid at the epoch date displayed above
 DE7138.which is a decimal equivalence of Year/Month/Day.
 DE7138
 DE7138.The orthometric height was determined by differential leveling and
 DE7138.adjusted in February 2010.
 DE7138
 DE7138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7138
 DE7138.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7138
 DE7138.The ellipsoidal height was determined by GPS observations
 DE7138.and is referenced to NAD 83.
 DE7138
 DE7138.The dynamic height is computed by dividing the NAVD 88
 DE7138.geopotential number by the normal gravity value computed on the
 DE7138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7138.degrees latitude (g = 980.6199 gals.).
 DE7138
 DE7138.The modeled gravity was interpolated from observed gravity values.
 DE7138
 DE7138. The following values were computed from the NAD 83(2007) position.
 DE7138
 DE7138;                    North         East     Units Scale Factor Converg.
 DE7138;SPC MN C     -   136,291.916   773,512.396   MT  1.00007562   -0 14 39.8
 DE7138;SPC MN C     -   447,151.06  2,537,765.25   sFT  1.00007562   -0 14 39.8
 DE7138;UTM  15      - 5,020,392.888   375,566.231   MT  0.99979038   -1 07 45.4
 DE7138
 DE7138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7138!SPC MN C     -   0.99994584  x   1.00007562  =   1.00002146
 DE7138!UTM  15      -   0.99994584  x   0.99979038  =   0.99973623
 DE7138
 DE7138                          SUPERSEDED SURVEY CONTROL
 DE7138
 DE7138  NAD 83(1996)-  45 19 33.62258(N)    094 35 16.20322(W) AD(       ) 1
 DE7138  ELLIP H (09/10/02)  345.488  (m)                       GP(       ) 4 1
 DE7138  NAVD 88 (09/10/02)  372.44   (m)         1221.9    (f) LEVELING    3  
 DE7138
 DE7138.Superseded values are not recommended for survey control.
 DE7138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7138.See file dsdata.txt to determine how the superseded data were derived.
 DE7138
 DE7138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7556620392(NAD 83)
 DE7138
 DE7138_MARKER: DD = SURVEY DISK
 DE7138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7138_STAMPING: 4712 F 2001
 DE7138_MARK LOGO: MNDT  
 DE7138_PROJECTION: RECESSED 5 CENTIMETERS
 DE7138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7138+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2001
 DE7138_ROD/PIPE-DEPTH:  4.6 meters
 DE7138
 DE7138  HISTORY     - Date     Condition        Report By
 DE7138  HISTORY     - 2001     MONUMENTED       MNDT
 DE7138  HISTORY     - 20010514 GOOD             MNDT
 DE7138
 DE7138                          STATION DESCRIPTION
 DE7138
 DE7138'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7138'THE MARK IS 2.1 MI (3.4 KM) WEST ALONG TH 55 FROM JCT OF 22 IN EDEN
 DE7138'VALLEY, AT TH 55 MP 117.4, 142.3 FT (43.4 M) NORTH OF TH 55, 69.4 FT
 DE7138'(21.2 M) NORTH OF TEL PEDESTAL NO 837, 31.5 FT (9.6 M) EAST OF LAKE
 DE7138'RD, 22.4 FT (6.8 M) SOUTH OF GUYED P-POLE NO 2574, 3.3 FT (1.0 M)
 DE7138'SOUTH OF WIT POST.
 DE7138
 DE7138                          STATION RECOVERY (2001)
 DE7138
 DE7138'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7138'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7139 ***********************************************************************
 DE7139  DESIGNATION -  4712 G
 DE7139  PID         -  DE7139
 DE7139  STATE/COUNTY-  MN/MEEKER
 DE7139  COUNTRY     -  US
 DE7139  USGS QUAD   -  LAKE KORONIS (1967)
 DE7139
 DE7139                         *CURRENT SURVEY CONTROL
 DE7139  ______________________________________________________________________
 DE7139* NAD 83(2007) POSITION- 45 19 23.75758(N) 094 39 26.15001(W)   ADJUSTED  
 DE7139* NAD 83(2007) ELLIP HT-   322.545 (meters)        (02/10/07)   ADJUSTED
 DE7139* NAD 83(2007) EPOCH   -  2002.00
 DE7139* NAVD 88 ORTHO HEIGHT -   349.488  (meters)    1146.61  (feet) ADJUSTED  
 DE7139  ______________________________________________________________________
 DE7139  NAD 83(2007) X  -   -364,756.236 (meters)                     COMP
 DE7139  NAD 83(2007) Y  - -4,477,509.813 (meters)                     COMP
 DE7139  NAD 83(2007) Z  -  4,512,909.587 (meters)                     COMP
 DE7139  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC09
 DE7139  GEOID HEIGHT    -        -26.94  (meters)                     GEOID09
 DE7139  DYNAMIC HEIGHT  -        349.464 (meters)     1146.53  (feet) COMP
 DE7139  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 DE7139
 DE7139  VERT ORDER      -  SECOND    CLASS I
 DE7139
 DE7139  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7139  Type                                         Horiz  Ellip  Dist(km)
 DE7139  -------------------------------------------------------------------
 DE7139  NETWORK                                       0.71   0.59
 DE7139  -------------------------------------------------------------------
 DE7139  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.85   0.75      6.96
 DE7139  -------------------------------------------------------------------
 DE7139  NOTE: Click here for information on individual local accuracy
 DE7139  values and other accuracy information.
 DE7139
 DE7139
 DE7139.The horizontal coordinates were established by GPS observations
 DE7139.and adjusted by the National Geodetic Survey in February 2007.
 DE7139
 DE7139.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7139.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7139
 DE7139.The horizontal coordinates are valid at the epoch date displayed above
 DE7139.which is a decimal equivalence of Year/Month/Day.
 DE7139
 DE7139.The orthometric height was determined by differential leveling and
 DE7139.adjusted in February 2010.
 DE7139
 DE7139.Photographs are available for this station.
 DE7139
 DE7139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7139
 DE7139.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7139
 DE7139.The ellipsoidal height was determined by GPS observations
 DE7139.and is referenced to NAD 83.
 DE7139
 DE7139.The dynamic height is computed by dividing the NAVD 88
 DE7139.geopotential number by the normal gravity value computed on the
 DE7139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7139.degrees latitude (g = 980.6199 gals.).
 DE7139
 DE7139.The modeled gravity was interpolated from observed gravity values.
 DE7139
 DE7139. The following values were computed from the NAD 83(2007) position.
 DE7139
 DE7139;                    North         East     Units Scale Factor Converg.
 DE7139;SPC MN S     -   358,359.728   748,468.323   MT  1.00002504   -0 27 38.5
 DE7139;SPC MN S     - 1,175,718.54  2,455,599.82   sFT  1.00002504   -0 27 38.5
 DE7139;UTM  15      - 5,020,198.053   370,118.999   MT  0.99980741   -1 10 43.0
 DE7139
 DE7139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7139!SPC MN S     -   0.99994943  x   1.00002504  =   0.99997447
 DE7139!UTM  15      -   0.99994943  x   0.99980741  =   0.99975685
 DE7139
 DE7139:                Primary Azimuth Mark                     Grid Az
 DE7139:SPC MN S     -  4712 H                                   286 31 43.8
 DE7139:UTM  15      -  4712 H                                   287 14 48.3
 DE7139
 DE7139|---------------------------------------------------------------------|
 DE7139| PID    Reference Object                     Distance      Geod. Az  |
 DE7139|                                                           dddmmss.s |
 DE7139| DE7140 4712 H                              APPROX. 0.8 KM 2860405.3 |
 DE7139|---------------------------------------------------------------------|
 DE7139
 DE7139                          SUPERSEDED SURVEY CONTROL
 DE7139
 DE7139  NAD 83(1996)-  45 19 23.75731(N)    094 39 26.14955(W) AD(       ) 1
 DE7139  ELLIP H (09/10/02)  322.589  (m)                       GP(       ) 4 1
 DE7139  NAVD 88 (09/10/02)  349.48   (m)         1146.6    (f) LEVELING    3  
 DE7139
 DE7139.Superseded values are not recommended for survey control.
 DE7139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7139.See file dsdata.txt to determine how the superseded data were derived.
 DE7139
 DE7139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7011820198(NAD 83)
 DE7139
 DE7139_MARKER: DD = SURVEY DISK
 DE7139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7139_STAMPING: 4712 G 2001
 DE7139_MARK LOGO: MNDT  
 DE7139_PROJECTION: FLUSH
 DE7139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7139+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DE7139_ROD/PIPE-DEPTH: 15.2 meters
 DE7139
 DE7139  HISTORY     - Date     Condition        Report By
 DE7139  HISTORY     - 2001     MONUMENTED       MNDT
 DE7139  HISTORY     - 20010514 GOOD             MNDT
 DE7139  HISTORY     - 20030813 GOOD             MNDT
 DE7139
 DE7139                          STATION DESCRIPTION
 DE7139
 DE7139'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7139'THE MARK IS 4.45 MI (7.16 KM) SE ALONG TH 55 FROM JCT OF 124 IN
 DE7139'PAYNESVILLE, AT TH 55 MP 114.05, 129.7 FT (39.5 M) NE OF MILEPOST 114,
 DE7139'45.5 FT (13.9 M) NNW TH 55, 36.4 FT (11.1 M) SOUTH OF P-POLE, 2.8 FT
 DE7139'(0.9 M) ENE OF WIT POST.
 DE7139
 DE7139                          STATION RECOVERY (2001)
 DE7139
 DE7139'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7139'RECOVERED AS DESCRIBED.
 DE7139
 DE7139                          STATION RECOVERY (2003)
 DE7139
 DE7139'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE7139'THE MARK IS LOCATED 6.50 MILES SOUTHEAST OF PAYNESVILLE, 4.45 MILES
 DE7139'SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55
 DE7139'AND TRUNK HIGHWAY 124 IN PAYNESVILLE, AT TRUNK HIGHWAY 55 MILEPOINT
 DE7139'114.05, THE MARK IS 45.5 FEET NORTH-NORTHWEST OF TRUNK HIGHWAY 55,
 DE7139'36.4 FEET SOUTH OF POWER POLE, 129.7 FEET NORTHEAST OF MILEPOST 114,
 DE7139'2.8 FEET EAST-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7140 ***********************************************************************
 DE7140  DESIGNATION -  4712 H
 DE7140  PID         -  DE7140
 DE7140  STATE/COUNTY-  MN/MEEKER
 DE7140  COUNTRY     -  US
 DE7140  USGS QUAD   -  LAKE KORONIS (1967)
 DE7140
 DE7140                         *CURRENT SURVEY CONTROL
 DE7140  ______________________________________________________________________
 DE7140* NAD 83(2007) POSITION- 45 19 31.31668(N) 094 40 03.36140(W)   ADJUSTED  
 DE7140* NAD 83(2007) ELLIP HT-   319.784 (meters)        (02/10/07)   ADJUSTED
 DE7140* NAD 83(2007) EPOCH   -  2002.00
 DE7140* NAVD 88 ORTHO HEIGHT -   346.711  (meters)    1137.50  (feet) ADJUSTED  
 DE7140  ______________________________________________________________________
 DE7140  NAD 83(2007) X  -   -365,550.337 (meters)                     COMP
 DE7140  NAD 83(2007) Y  - -4,477,276.600 (meters)                     COMP
 DE7140  NAD 83(2007) Z  -  4,513,071.708 (meters)                     COMP
 DE7140  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC09
 DE7140  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 DE7140  DYNAMIC HEIGHT  -        346.688 (meters)     1137.43  (feet) COMP
 DE7140  MODELED GRAVITY -    980,538.4   (mgal)                       NAVD 88
 DE7140
 DE7140  VERT ORDER      -  SECOND    CLASS I
 DE7140
 DE7140  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7140  Type                                         Horiz  Ellip  Dist(km)
 DE7140  -------------------------------------------------------------------
 DE7140  NETWORK                                       0.95   1.08
 DE7140  -------------------------------------------------------------------
 DE7140  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   1.14      1.90
 DE7140  -------------------------------------------------------------------
 DE7140  NOTE: Click here for information on individual local accuracy
 DE7140  values and other accuracy information.
 DE7140
 DE7140
 DE7140.The horizontal coordinates were established by GPS observations
 DE7140.and adjusted by the National Geodetic Survey in February 2007.
 DE7140
 DE7140.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7140.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7140
 DE7140.The horizontal coordinates are valid at the epoch date displayed above
 DE7140.which is a decimal equivalence of Year/Month/Day.
 DE7140
 DE7140.The orthometric height was determined by differential leveling and
 DE7140.adjusted in February 2010.
 DE7140
 DE7140.Photographs are available for this station.
 DE7140
 DE7140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7140
 DE7140.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7140
 DE7140.The ellipsoidal height was determined by GPS observations
 DE7140.and is referenced to NAD 83.
 DE7140
 DE7140.The dynamic height is computed by dividing the NAVD 88
 DE7140.geopotential number by the normal gravity value computed on the
 DE7140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7140.degrees latitude (g = 980.6199 gals.).
 DE7140
 DE7140.The modeled gravity was interpolated from observed gravity values.
 DE7140
 DE7140. The following values were computed from the NAD 83(2007) position.
 DE7140
 DE7140;                    North         East     Units Scale Factor Converg.
 DE7140;SPC MN C     -   136,250.541   767,258.086   MT  1.00007581   -0 18 07.5
 DE7140;SPC MN C     -   447,015.32  2,517,245.90   sFT  1.00007581   -0 18 07.5
 DE7140;UTM  15      - 5,020,448.039   369,313.751   MT  0.99980999   -1 11 09.7
 DE7140
 DE7140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7140!SPC MN C     -   0.99994987  x   1.00007581  =   1.00002567
 DE7140!UTM  15      -   0.99994987  x   0.99980999  =   0.99975987
 DE7140
 DE7140:                Primary Azimuth Mark                     Grid Az
 DE7140:SPC MN C     -  4712 G                                   106 21 46.3
 DE7140:UTM  15      -  4712 G                                   107 14 48.5
 DE7140
 DE7140|---------------------------------------------------------------------|
 DE7140| PID    Reference Object                     Distance      Geod. Az  |
 DE7140|                                                           dddmmss.s |
 DE7140| DE7139 4712 G                              APPROX. 0.8 KM 1060338.8 |
 DE7140|---------------------------------------------------------------------|
 DE7140
 DE7140                          SUPERSEDED SURVEY CONTROL
 DE7140
 DE7140  NAD 83(1996)-  45 19 31.31640(N)    094 40 03.36092(W) AD(       ) 1
 DE7140  ELLIP H (09/10/02)  319.826  (m)                       GP(       ) 4 1
 DE7140  NAVD 88 (09/10/02)  346.71   (m)         1137.5    (f) LEVELING    3  
 DE7140
 DE7140.Superseded values are not recommended for survey control.
 DE7140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7140.See file dsdata.txt to determine how the superseded data were derived.
 DE7140
 DE7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6931320448(NAD 83)
 DE7140
 DE7140_MARKER: DV = VERTICAL CONTROL DISK
 DE7140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DE7140_SP_SET: BRIDGE ABUTMENT
 DE7140_STAMPING: 4712 H 1988
 DE7140_MARK LOGO: MNDT  
 DE7140_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE7140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE7140+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2003
 DE7140
 DE7140  HISTORY     - Date     Condition        Report By
 DE7140  HISTORY     - 1988     MONUMENTED       MNDT
 DE7140  HISTORY     - 2001     GOOD             MNDT
 DE7140  HISTORY     - 20010502 GOOD             MNDT
 DE7140  HISTORY     - 20030813 GOOD             MNDT
 DE7140
 DE7140                          STATION DESCRIPTION
 DE7140
 DE7140'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7140'4.5 SE OF PAYNESVILLE, IN ABUTMENT AT SE CORNER OF TH 55 BRIDGE NO
 DE7140'47001 OVER CHANNEL BETWEEN MUD LAKE AND LAKE KORONIS, 3.8 MI (6.1 KM)
 DE7140'SE OF JCT TH 55 AND TH 124, AT TH 55 MP 113.45, 24.5 FT (7.5 M) SW OF
 DE7140'CENTERLINE.
 DE7140
 DE7140                          STATION RECOVERY (2001)
 DE7140
 DE7140'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7140'RECOVERED AS DESCRIBED.
 DE7140
 DE7140                          STATION RECOVERY (2003)
 DE7140
 DE7140'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE7140'THE MARK IS LOCATED 4 MILES SOUTHEAST OF PAYNESVILLE, 3.8 MILES
 DE7140'SOUTHEAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55
 DE7140'AND TRUNK HIGHWAY 124 IN PAYNESVILLE, AT TRUNK HIGHWAY 55 MILEPOINT
 DE7140'113.45, THE MARK IS 24.5 FEET SOUTHWEST OF TRUNK HIGHWAY 55, SOUTHEAST
 DE7140'CORNER OF TRUNK HIGHWAY 55 BRIDGE 47001 OVER CHANNEL BETWEEN MUD LAKE
 DE7140'AND LAKE KORONIS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7851 ***********************************************************************
 DG7851  DESIGNATION -  4713 D
 DG7851  PID         -  DG7851
 DG7851  STATE/COUNTY-  MN/MEEKER
 DG7851  COUNTRY     -  US
 DG7851  USGS QUAD   -  WATKINS (1967)
 DG7851
 DG7851                         *CURRENT SURVEY CONTROL
 DG7851  ______________________________________________________________________
 DG7851* NAD 83(1986) POSITION- 45 18 41.1    (N) 094 24 28.3    (W)   HD_HELD2  
 DG7851* NAVD 88 ORTHO HEIGHT -   342.403  (meters)    1123.37  (feet) ADJUSTED  
 DG7851  ______________________________________________________________________
 DG7851  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DG7851  DYNAMIC HEIGHT  -        342.379 (meters)     1123.29  (feet) COMP
 DG7851  MODELED GRAVITY -    980,537.8   (mgal)                       NAVD 88
 DG7851
 DG7851  VERT ORDER      -  SECOND    CLASS I
 DG7851
 DG7851.The horizontal coordinates were established by autonomous hand held GPS
 DG7851.observations and have an estimated accuracy of +/- 10 meters.
 DG7851.
 DG7851.The orthometric height was determined by differential leveling and
 DG7851.adjusted in December 2004.
 DG7851
 DG7851.The dynamic height is computed by dividing the NAVD 88
 DG7851.geopotential number by the normal gravity value computed on the
 DG7851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7851.degrees latitude (g = 980.6199 gals.).
 DG7851
 DG7851.The modeled gravity was interpolated from observed gravity values.
 DG7851
 DG7851;                    North         East    Units  Estimated Accuracy
 DG7851;SPC MN S     -   356,915.      768,016.      MT  (+/- 10 meters HH2 GPS)
 DG7851
 DG7851                          SUPERSEDED SURVEY CONTROL
 DG7851
 DG7851.No superseded survey control is available for this station.
 DG7851
 DG7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8964118509(NAD 83)
 DG7851
 DG7851_MARKER: DV = VERTICAL CONTROL DISK
 DG7851_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7851_SP_SET: BOX CULVERT
 DG7851_STAMPING: 4713 D 1979
 DG7851_MARK LOGO: MNDT  
 DG7851_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7851+STABILITY: SURFACE MOTION
 DG7851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7851+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 DG7851
 DG7851  HISTORY     - Date     Condition        Report By
 DG7851  HISTORY     - 1972     MONUMENTED       MNDT
 DG7851  HISTORY     - 19960430 GOOD             MNDT
 DG7851  HISTORY     - 20010502 GOOD             MNDT
 DG7851
 DG7851                          STATION DESCRIPTION
 DG7851
 DG7851'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7851'THE MARK IS LOCATED IN WATKINS, AT JCT OF TH 55 AND CO RD 13, 210 FT
 DG7851'(64.0 M) EAST OF CO RD 13, 54.7 FT (16.7 M) SOUTH OF TH 55, IN TOP OF
 DG7851'SE COR OF TH 55 BOX CULVERT.
 DG7851
 DG7851                          STATION RECOVERY (2001)
 DG7851
 DG7851'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DG7851'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG7850 ***********************************************************************
 DG7850  DESIGNATION -  4713 E
 DG7850  PID         -  DG7850
 DG7850  STATE/COUNTY-  MN/MEEKER
 DG7850  COUNTRY     -  US
 DG7850  USGS QUAD   -  WATKINS (1967)
 DG7850
 DG7850                         *CURRENT SURVEY CONTROL
 DG7850  ______________________________________________________________________
 DG7850* NAD 83(1986) POSITION- 45 18 39.1    (N) 094 23 37.7    (W)   HD_HELD2  
 DG7850* NAVD 88 ORTHO HEIGHT -   351.912  (meters)    1154.56  (feet) ADJUSTED  
 DG7850  ______________________________________________________________________
 DG7850  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 DG7850  DYNAMIC HEIGHT  -        351.888 (meters)     1154.49  (feet) COMP
 DG7850  MODELED GRAVITY -    980,538.6   (mgal)                       NAVD 88
 DG7850
 DG7850  VERT ORDER      -  SECOND    CLASS I
 DG7850
 DG7850.The horizontal coordinates were established by autonomous hand held GPS
 DG7850.observations and have an estimated accuracy of +/- 10 meters.
 DG7850.
 DG7850.The orthometric height was determined by differential leveling and
 DG7850.adjusted in December 2004.
 DG7850
 DG7850.The dynamic height is computed by dividing the NAVD 88
 DG7850.geopotential number by the normal gravity value computed on the
 DG7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7850.degrees latitude (g = 980.6199 gals.).
 DG7850
 DG7850.The modeled gravity was interpolated from observed gravity values.
 DG7850
 DG7850;                    North         East    Units  Estimated Accuracy
 DG7850;SPC MN S     -   356,848.      769,117.      MT  (+/- 10 meters HH2 GPS)
 DG7850
 DG7850                          SUPERSEDED SURVEY CONTROL
 DG7850
 DG7850.No superseded survey control is available for this station.
 DG7850
 DG7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9074218428(NAD 83)
 DG7850
 DG7850_MARKER: DV = VERTICAL CONTROL DISK
 DG7850_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DG7850_STAMPING: 4713 E 1979
 DG7850_MARK LOGO: MNDT  
 DG7850_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7850+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2001
 DG7850
 DG7850  HISTORY     - Date     Condition        Report By
 DG7850  HISTORY     - 1979     MONUMENTED       MNDT
 DG7850  HISTORY     - 19960430 GOOD             MNDT
 DG7850  HISTORY     - 20010502 GOOD             MNDT
 DG7850
 DG7850                          STATION DESCRIPTION
 DG7850
 DG7850'DESCRIBED BY MN DEPT OF TRANSP 1996 (WAS)
 DG7850'THE MARK IS LOCATED 0.7 MI (1.1 KM) EAST OF WATKINS, 0.7 EAST ON TH 55
 DG7850'FROM JCT OF TH 55 AND CO RD 13, AT TH 55 MP 127.2, 250 FT (76.2 M)
 DG7850'SOUTH OF TH 55, 3 FT (0.9 M) NORTH OF P-POLE, 48.5 FT (14.8 M) WEST OF
 DG7850'CO RD 17, 63 FT (19.2 M) SOUTH OF ENT, 1.1 FT (0.3 M) NORTH OF WIT
 DG7850'POST.
 DG7850
 DG7850                          STATION RECOVERY (2001)
 DG7850
 DG7850'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DG7850'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7134 ***********************************************************************
 DE7134  DESIGNATION -  4713 G
 DE7134  PID         -  DE7134
 DE7134  STATE/COUNTY-  MN/MEEKER
 DE7134  COUNTRY     -  US
 DE7134  USGS QUAD   -  WATKINS (1967)
 DE7134
 DE7134                         *CURRENT SURVEY CONTROL
 DE7134  ______________________________________________________________________
 DE7134* NAD 83(2007) POSITION- 45 18 42.54796(N) 094 27 57.25910(W)   ADJUSTED  
 DE7134* NAD 83(2007) ELLIP HT-   328.212 (meters)        (02/10/07)   ADJUSTED
 DE7134* NAD 83(2007) EPOCH   -  2002.00
 DE7134* NAVD 88 ORTHO HEIGHT -   355.306  (meters)    1165.70  (feet) ADJUSTED  
 DE7134  ______________________________________________________________________
 DE7134  NAD 83(2007) X  -   -349,870.823 (meters)                     COMP
 DE7134  NAD 83(2007) Y  - -4,479,608.897 (meters)                     COMP
 DE7134  NAD 83(2007) Z  -  4,512,018.982 (meters)                     COMP
 DE7134  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC09
 DE7134  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DE7134  DYNAMIC HEIGHT  -        355.281 (meters)     1165.62  (feet) COMP
 DE7134  MODELED GRAVITY -    980,536.8   (mgal)                       NAVD 88
 DE7134
 DE7134  VERT ORDER      -  SECOND    CLASS I
 DE7134
 DE7134  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7134  Type                                         Horiz  Ellip  Dist(km)
 DE7134  -------------------------------------------------------------------
 DE7134  NETWORK                                       0.80   0.86
 DE7134  -------------------------------------------------------------------
 DE7134  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.70   0.82      1.60
 DE7134  -------------------------------------------------------------------
 DE7134  NOTE: Click here for information on individual local accuracy
 DE7134  values and other accuracy information.
 DE7134
 DE7134
 DE7134.The horizontal coordinates were established by GPS observations
 DE7134.and adjusted by the National Geodetic Survey in February 2007.
 DE7134
 DE7134.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7134.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7134
 DE7134.The horizontal coordinates are valid at the epoch date displayed above
 DE7134.which is a decimal equivalence of Year/Month/Day.
 DE7134
 DE7134.The orthometric height was determined by differential leveling and
 DE7134.adjusted in February 2010.
 DE7134
 DE7134.Photographs are available for this station.
 DE7134
 DE7134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7134
 DE7134.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7134
 DE7134.The ellipsoidal height was determined by GPS observations
 DE7134.and is referenced to NAD 83.
 DE7134
 DE7134.The dynamic height is computed by dividing the NAVD 88
 DE7134.geopotential number by the normal gravity value computed on the
 DE7134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7134.degrees latitude (g = 980.6199 gals.).
 DE7134
 DE7134.The modeled gravity was interpolated from observed gravity values.
 DE7134
 DE7134. The following values were computed from the NAD 83(2007) position.
 DE7134
 DE7134;                    North         East     Units Scale Factor Converg.
 DE7134;SPC MN S     -   356,984.435   763,464.026   MT  1.00002218   -0 19 35.6
 DE7134;SPC MN S     - 1,171,206.43  2,504,798.23   sFT  1.00002218   -0 19 35.6
 DE7134;UTM  15      - 5,018,635.637   385,092.740   MT  0.99976234   -1 02 32.2
 DE7134
 DE7134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7134!SPC MN S     -   0.99994855  x   1.00002218  =   0.99997072
 DE7134!UTM  15      -   0.99994855  x   0.99976234  =   0.99971090
 DE7134
 DE7134                          SUPERSEDED SURVEY CONTROL
 DE7134
 DE7134  NAD 83(1996)-  45 18 42.54771(N)    094 27 57.25887(W) AD(       ) 1
 DE7134  ELLIP H (09/10/02)  328.242  (m)                       GP(       ) 4 1
 DE7134  NAVD 88 (09/10/02)  355.30   (m)         1165.7    (f) LEVELING    3  
 DE7134
 DE7134.Superseded values are not recommended for survey control.
 DE7134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7134.See file dsdata.txt to determine how the superseded data were derived.
 DE7134
 DE7134_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8509218635(NAD 83)
 DE7134
 DE7134_MARKER: DD = SURVEY DISK
 DE7134_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7134_STAMPING: 4713 G 2001
 DE7134_MARK LOGO: MNDT  
 DE7134_PROJECTION: FLUSH
 DE7134_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7134+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DE7134_ROD/PIPE-DEPTH:  4.6 meters
 DE7134
 DE7134  HISTORY     - Date     Condition        Report By
 DE7134  HISTORY     - 2001     MONUMENTED       MNDT
 DE7134  HISTORY     - 20010514 GOOD             MNDT
 DE7134  HISTORY     - 20070418 GOOD             MNDT
 DE7134
 DE7134                          STATION DESCRIPTION
 DE7134
 DE7134'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7134'THE MARK IS 2.7 MI (4.3 KM) WEST OF WATKINS, 4.25 MI (6.84 KM) EAST
 DE7134'ALONG TH 55 FROM JCT OF TH 22 IN EDEN VALLEY, AT TH 55 MP 123.7, 74.4
 DE7134'FT (22.7 M) NORTH OF TH 55, 73.6 FT (22.4 M) ESE OF GUYED P-POLE, 42.7
 DE7134'FT (13.0 M) WNW OF THE NORTH END OF 24 INCH CONC CULVERT, 6.8 FT (2.1
 DE7134'M) SOUTH OF WIT POST.
 DE7134
 DE7134                          STATION RECOVERY (2001)
 DE7134
 DE7134'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7134'RECOVERED AS DESCRIBED.
 DE7134
 DE7134                          STATION RECOVERY (2007)
 DE7134
 DE7134'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DE7134'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5626 ***********************************************************************
 DM5626  DESIGNATION -  4713 G 1
 DM5626  PID         -  DM5626
 DM5626  STATE/COUNTY-  MN/STEARNS
 DM5626  COUNTRY     -  US
 DM5626  USGS QUAD   -  WATKINS (1967)
 DM5626
 DM5626                         *CURRENT SURVEY CONTROL
 DM5626  ______________________________________________________________________
 DM5626* NAD 83(1986) POSITION- 45 20 15.4    (N) 094 27 54.3    (W)   HD_HELD2  
 DM5626* NAVD 88 ORTHO HEIGHT -   365.643  (meters)    1199.61  (feet) ADJUSTED  
 DM5626  ______________________________________________________________________
 DM5626  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 DM5626  DYNAMIC HEIGHT  -        365.620 (meters)     1199.54  (feet) COMP
 DM5626  MODELED GRAVITY -    980,541.9   (mgal)                       NAVD 88
 DM5626
 DM5626  VERT ORDER      -  SECOND    CLASS I
 DM5626
 DM5626.The horizontal coordinates were established by autonomous hand held GPS
 DM5626.observations and have an estimated accuracy of +/- 10 meters.
 DM5626.
 DM5626.The orthometric height was determined by differential leveling and
 DM5626.adjusted in July 2011.
 DM5626
 DM5626.No vertical observational check was made to the station.
 DM5626
 DM5626.Photographs are available for this station.
 DM5626
 DM5626.The dynamic height is computed by dividing the NAVD 88
 DM5626.geopotential number by the normal gravity value computed on the
 DM5626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5626.degrees latitude (g = 980.6199 gals.).
 DM5626
 DM5626.The modeled gravity was interpolated from observed gravity values.
 DM5626
 DM5626;                    North         East    Units  Estimated Accuracy
 DM5626;SPC MN C     -   137,548.      783,140.      MT  (+/- 10 meters HH2 GPS)
 DM5626
 DM5626                          SUPERSEDED SURVEY CONTROL
 DM5626
 DM5626.No superseded survey control is available for this station.
 DM5626
 DM5626_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8520921499(NAD 83)
 DM5626
 DM5626_MARKER: DD = SURVEY DISK
 DM5626_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5626_STAMPING: 4713 G 1 2007
 DM5626_MARK LOGO: MNDT  
 DM5626_PROJECTION: FLUSH
 DM5626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5626+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2007
 DM5626_ROD/PIPE-DEPTH: 12.2 meters
 DM5626
 DM5626  HISTORY     - Date     Condition        Report By
 DM5626  HISTORY     - 20070605 MONUMENTED       MNDT
 DM5626
 DM5626                          STATION DESCRIPTION
 DM5626
 DM5626'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM5626'THE MARK IS LOCATED ABOUT 8.2 MI (13.2 KM) WEST-NORTHWEST OF KIMBALL,
 DM5626'4.0 MI (6.4 KM) EAST-NORTHEAST OF EDEN VALLEY AND 3.2 MI (5.1 KM)
 DM5626'WEST-NORTHWEST OF WATKINS.
 DM5626' 
 DM5626'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DM5626'HIGHWAY 22 IN EDEN VALLEY, GO 4.25 MI (6.8 KM) EAST ALONG TRUNK
 DM5626'HIGHWAY 55 TO MILE POINT 123.70, THEN 1.1 MI (1.8 KM) NORTH ON 647TH
 DM5626'AVENUE, THEN 0.7 NORTH ON KRAMER ROAD.
 DM5626' 
 DM5626'THE MARK IS FOUND 0.25 MI (0.4 KM) SOUTH OF 150TH STREET AND KRAMER
 DM5626'ROAD, 25.9 FT (7.9 M) WEST OF KRAMER ROAD, 25.3 FT (7.7 M) SOUTH OF
 DM5626'DRIVEWAY NUMBERED 14761, 8.1 FT (2.5 M) NORTH EAST OF CABLE BOX NUMBER
 DM5626'A7 AND 14.7 FT (4.5 M) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5627 ***********************************************************************
 DM5627  DESIGNATION -  4713 G 2
 DM5627  PID         -  DM5627
 DM5627  STATE/COUNTY-  MN/STEARNS
 DM5627  COUNTRY     -  US
 DM5627  USGS QUAD   -  WATKINS (1967)
 DM5627
 DM5627                         *CURRENT SURVEY CONTROL
 DM5627  ______________________________________________________________________
 DM5627* NAD 83(1986) POSITION- 45 21 20.1    (N) 094 27 52.1    (W)   HD_HELD2  
 DM5627* NAVD 88 ORTHO HEIGHT -   350.146  (meters)    1148.77  (feet) ADJUSTED  
 DM5627  ______________________________________________________________________
 DM5627  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 DM5627  DYNAMIC HEIGHT  -        350.125 (meters)     1148.70  (feet) COMP
 DM5627  MODELED GRAVITY -    980,545.8   (mgal)                       NAVD 88
 DM5627
 DM5627  VERT ORDER      -  SECOND    CLASS I
 DM5627
 DM5627.The horizontal coordinates were established by autonomous hand held GPS
 DM5627.observations and have an estimated accuracy of +/- 10 meters.
 DM5627.
 DM5627.The orthometric height was determined by differential leveling and
 DM5627.adjusted in July 2011.
 DM5627
 DM5627.No vertical observational check was made to the station.
 DM5627
 DM5627.Photographs are available for this station.
 DM5627
 DM5627.The dynamic height is computed by dividing the NAVD 88
 DM5627.geopotential number by the normal gravity value computed on the
 DM5627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5627.degrees latitude (g = 980.6199 gals.).
 DM5627
 DM5627.The modeled gravity was interpolated from observed gravity values.
 DM5627
 DM5627;                    North         East    Units  Estimated Accuracy
 DM5627;SPC MN C     -   139,546.      783,193.      MT  (+/- 10 meters HH2 GPS)
 DM5627
 DM5627                          SUPERSEDED SURVEY CONTROL
 DM5627
 DM5627.No superseded survey control is available for this station.
 DM5627
 DM5627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8529323495(NAD 83)
 DM5627
 DM5627_MARKER: DD = SURVEY DISK
 DM5627_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5627_STAMPING: 4713 G 2 2007
 DM5627_MARK LOGO: MNDT  
 DM5627_PROJECTION: FLUSH
 DM5627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5627+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 DM5627_ROD/PIPE-DEPTH:  9.1 meters
 DM5627
 DM5627  HISTORY     - Date     Condition        Report By
 DM5627  HISTORY     - 20070604 MONUMENTED       MNDT
 DM5627
 DM5627                          STATION DESCRIPTION
 DM5627
 DM5627'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM5627'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF COLD
 DM5627'SPRING, 4.5 MI (7.2 KM) EAST-NORTHEAST OF EDEN VALLEY AND 3.9 MI (6.3
 DM5627'KM) NORTHWEST OF WATKINS.
 DM5627' 
 DM5627'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DM5627'HIGHWAY 22 IN EDEN VALLEY, GO 4.25 MI (6.8 KM) EAST ALONG TRUNK
 DM5627'HIGHWAY 55 TO MILE POINT 123.70, THEN 1.1 MI (1.8 KM) NORTH ON 647TH
 DM5627'AVENUE, THEN 1.55 NORTH ON KRAMER ROAD TO 155TH STREET, THEN CONTINUE
 DM5627'NORTH 0.5 MI (0.8 KM) TO THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 DM5627'KRAMER ROAD AND A DRIVEWAY NUMBERED 15986 ON THE RIGHT.
 DM5627' 
 DM5627'THE MARK IS FOUND 34.0 FT (10.4 M) EAST OF KRAMER ROAD, 18.0 FT (5.5
 DM5627'M) SOUTH OF THE DRIVEWAY, 12.0 FT (3.7 M) EAST OF A POWER POLE, 0.8 FT
 DM5627'(24 CM) SOUTH BACK FROM A GUARD RAIL AND 2.4 FT (0.7 M) NORTH OF ITS
 DM5627'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5628 ***********************************************************************
 DM5628  DESIGNATION -  4713 G 3
 DM5628  PID         -  DM5628
 DM5628  STATE/COUNTY-  MN/STEARNS
 DM5628  COUNTRY     -  US
 DM5628  USGS QUAD   -  WATKINS (1967)
 DM5628
 DM5628                         *CURRENT SURVEY CONTROL
 DM5628  ______________________________________________________________________
 DM5628* NAD 83(1986) POSITION- 45 22 12.7    (N) 094 28 30.1    (W)   HD_HELD2  
 DM5628* NAVD 88 ORTHO HEIGHT -   364.816  (meters)    1196.90  (feet) ADJUSTED  
 DM5628  ______________________________________________________________________
 DM5628  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 DM5628  DYNAMIC HEIGHT  -        364.796 (meters)     1196.83  (feet) COMP
 DM5628  MODELED GRAVITY -    980,549.4   (mgal)                       NAVD 88
 DM5628
 DM5628  VERT ORDER      -  SECOND    CLASS I
 DM5628
 DM5628.The horizontal coordinates were established by autonomous hand held GPS
 DM5628.observations and have an estimated accuracy of +/- 10 meters.
 DM5628.
 DM5628.The orthometric height was determined by differential leveling and
 DM5628.adjusted in July 2011.
 DM5628
 DM5628.No vertical observational check was made to the station.
 DM5628
 DM5628.Photographs are available for this station.
 DM5628
 DM5628.The dynamic height is computed by dividing the NAVD 88
 DM5628.geopotential number by the normal gravity value computed on the
 DM5628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5628.degrees latitude (g = 980.6199 gals.).
 DM5628
 DM5628.The modeled gravity was interpolated from observed gravity values.
 DM5628
 DM5628;                    North         East    Units  Estimated Accuracy
 DM5628;SPC MN C     -   141,172.      782,371.      MT  (+/- 10 meters HH2 GPS)
 DM5628
 DM5628                          SUPERSEDED SURVEY CONTROL
 DM5628
 DM5628.No superseded survey control is available for this station.
 DM5628
 DM5628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8449625133(NAD 83)
 DM5628
 DM5628_MARKER: DD = SURVEY DISK
 DM5628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5628_STAMPING: 4713 G 3 2007
 DM5628_MARK LOGO: MNDT  
 DM5628_PROJECTION: FLUSH
 DM5628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5628+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 DM5628_ROD/PIPE-DEPTH:  5.8 meters
 DM5628
 DM5628  HISTORY     - Date     Condition        Report By
 DM5628  HISTORY     - 20070604 MONUMENTED       MNDT
 DM5628
 DM5628                          STATION DESCRIPTION
 DM5628
 DM5628'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM5628'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF
 DM5628'RICHMOND, 5.0 MI (8.0 KM) NORTHWEST OF WATKINS AND 4.6 MI (7.4 KM)
 DM5628'NORTHEAST OF EDEN VALLEY.
 DM5628' 
 DM5628'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DM5628'HIGHWAY 22 IN EDEN VALLEY, GO 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY
 DM5628'55 TO MILE POINT 120.65, THEN 0.5 MI (0.8 KM) NORTH ON 617TH AVENUE,
 DM5628'THEN 2.7 MI (4.3 KM) NORTH ON COUNTY ROAD 9, THEN 2.4 MI (3.9 KM)
 DM5628'EAST-NORTHEAST ON COUNTY ROAD 21 TO 178TH AVENUE AND THE MARK ON THE
 DM5628'LEFT.
 DM5628' 
 DM5628'THE MARK IS IN THE NORTHWEST QUADRANT OF THE INTERSECTION 55.6 FT
 DM5628'(16.9 M) NORTH OF COUNTY ROAD 21, 79.0 FT (24.1 M) WEST OF 178TH
 DM5628'AVENUE, 14.6 FT (4.5 M) EAST OF POWER POLE WITH 2 GUY WIRES AND 1.7 FT
 DM5628'(0.5 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5629 ***********************************************************************
 DM5629  DESIGNATION -  4713 G 4
 DM5629  PID         -  DM5629
 DM5629  STATE/COUNTY-  MN/STEARNS
 DM5629  COUNTRY     -  US
 DM5629  USGS QUAD   -  EDEN VALLEY (1967)
 DM5629
 DM5629                         *CURRENT SURVEY CONTROL
 DM5629  ______________________________________________________________________
 DM5629* NAD 83(1986) POSITION- 45 21 43.5    (N) 094 30 59.8    (W)   HD_HELD2  
 DM5629* NAVD 88 ORTHO HEIGHT -   354.787  (meters)    1164.00  (feet) ADJUSTED  
 DM5629  ______________________________________________________________________
 DM5629  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 DM5629  DYNAMIC HEIGHT  -        354.767 (meters)     1163.93  (feet) COMP
 DM5629  MODELED GRAVITY -    980,549.0   (mgal)                       NAVD 88
 DM5629
 DM5629  VERT ORDER      -  SECOND    CLASS I
 DM5629
 DM5629.The horizontal coordinates were established by autonomous hand held GPS
 DM5629.observations and have an estimated accuracy of +/- 10 meters.
 DM5629.
 DM5629.The orthometric height was determined by differential leveling and
 DM5629.adjusted in July 2011.
 DM5629
 DM5629.No vertical observational check was made to the station.
 DM5629
 DM5629.Photographs are available for this station.
 DM5629
 DM5629.The dynamic height is computed by dividing the NAVD 88
 DM5629.geopotential number by the normal gravity value computed on the
 DM5629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5629.degrees latitude (g = 980.6199 gals.).
 DM5629
 DM5629.The modeled gravity was interpolated from observed gravity values.
 DM5629
 DM5629;                    North         East    Units  Estimated Accuracy
 DM5629;SPC MN C     -   140,280.      779,110.      MT  (+/- 10 meters HH2 GPS)
 DM5629
 DM5629                          SUPERSEDED SURVEY CONTROL
 DM5629
 DM5629.No superseded survey control is available for this station.
 DM5629
 DM5629_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8122324293(NAD 83)
 DM5629
 DM5629_MARKER: DD = SURVEY DISK
 DM5629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5629_STAMPING: 4713 G 4 2007
 DM5629_MARK LOGO: MNDT  
 DM5629_PROJECTION: FLUSH
 DM5629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5629+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 DM5629_ROD/PIPE-DEPTH:  9.1 meters
 DM5629
 DM5629  HISTORY     - Date     Condition        Report By
 DM5629  HISTORY     - 20070604 MONUMENTED       MNDT
 DM5629
 DM5629                          STATION DESCRIPTION
 DM5629
 DM5629'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM5629'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) SOUTH OF RICHMOND, 6.2 MI
 DM5629'(10.0 KM) WEST-NORTHWEST OF WATKINS AND 2.9 MI (4.7 KM)
 DM5629'NORTH-NORTHEAST OF EDEN VALLEY.
 DM5629' 
 DM5629'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 55 AND TRUNK
 DM5629'HIGHWAY 22 IN EDEN VALLEY, GO 1.1 MI (1.8 KM) EAST ALONG TRUNK HIGHWAY
 DM5629'55 TO MILE POINT 120.65, THEN 0.5 MI (0.8 KM) NORTH ON 617TH AVENUE,
 DM5629'THEN 2.7 MI (4.3 KM) NORTH ON COUNTY ROAD 9.
 DM5629' 
 DM5629'THE MARK IS FOUND 197.0 FT (60.0 M) WEST OF COUNTY ROAD 9, 42.8 FT
 DM5629'(13.0 M) SOUTH OF 165TH STREET, 7.5 FT (2.3 M) EAST OF A POWER POLE
 DM5629'AND 2.0 FT (0.6 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5630 ***********************************************************************
 DM5630  DESIGNATION -  4713 G 5
 DM5630  PID         -  DM5630
 DM5630  STATE/COUNTY-  MN/STEARNS
 DM5630  COUNTRY     -  US
 DM5630  USGS QUAD   -  RICHMOND (1967)
 DM5630
 DM5630                         *CURRENT SURVEY CONTROL
 DM5630  ______________________________________________________________________
 DM5630* NAD 83(1986) POSITION- 45 22 53.8    (N) 094 30 57.5    (W)   HD_HELD2  
 DM5630* NAVD 88 ORTHO HEIGHT -   357.388  (meters)    1172.53  (feet) ADJUSTED  
 DM5630  ______________________________________________________________________
 DM5630  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 DM5630  DYNAMIC HEIGHT  -        357.369 (meters)     1172.47  (feet) COMP
 DM5630  MODELED GRAVITY -    980,553.7   (mgal)                       NAVD 88
 DM5630
 DM5630  VERT ORDER      -  SECOND    CLASS I
 DM5630
 DM5630.The horizontal coordinates were established by autonomous hand held GPS
 DM5630.observations and have an estimated accuracy of +/- 10 meters.
 DM5630.
 DM5630.The orthometric height was determined by differential leveling and
 DM5630.adjusted in July 2011.
 DM5630
 DM5630.No vertical observational check was made to the station.
 DM5630
 DM5630.Photographs are available for this station.
 DM5630
 DM5630.The dynamic height is computed by dividing the NAVD 88
 DM5630.geopotential number by the normal gravity value computed on the
 DM5630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5630.degrees latitude (g = 980.6199 gals.).
 DM5630
 DM5630.The modeled gravity was interpolated from observed gravity values.
 DM5630
 DM5630;                    North         East    Units  Estimated Accuracy
 DM5630;SPC MN C     -   142,451.      779,167.      MT  (+/- 10 meters HH2 GPS)
 DM5630
 DM5630                          SUPERSEDED SURVEY CONTROL
 DM5630
 DM5630.No superseded survey control is available for this station.
 DM5630
 DM5630_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8131426461(NAD 83)
 DM5630
 DM5630_MARKER: DD = SURVEY DISK
 DM5630_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5630_STAMPING: 4713 G 5 2007
 DM5630_MARK LOGO: MNDT  
 DM5630_PROJECTION: RECESSED 5 CENTIMETERS
 DM5630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5630+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2007
 DM5630_ROD/PIPE-DEPTH:  7.6 meters
 DM5630
 DM5630  HISTORY     - Date     Condition        Report By
 DM5630  HISTORY     - 20070604 MONUMENTED       MNDT
 DM5630
 DM5630                          STATION DESCRIPTION
 DM5630
 DM5630'DESCRIBED BY MN DEPT OF TRANSP 2007 (KMS)
 DM5630'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF COLD SPRING,
 DM5630'5.0 MI (8.0 KM) SOUTH OF RICHMOND AND 4.1 MI (6.6 KM) NORTH-NORTHEAST
 DM5630'OF EDEN VALLEY.
 DM5630' 
 DM5630'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK
 DM5630'HIGHWAY 55 IN EDEN VALLEY, GO 5.5 MI (8.8 KM) NORTH ALONG TRUNK
 DM5630'HIGHWAY 22 TO MILE POINT 162.4, THEN 0.15 MI (0.2 KM) SOUTH ON COUNTY
 DM5630'ROAD 9.
 DM5630' 
 DM5630'THE MARK IS FOUND 50.8 FT (15.5 M) WEST OF COUNTY ROAD 9, 58.5 FT
 DM5630'(17.8 M) SOUTH OF A FIELD ENTRANCE, 11.0 FT (3.4 M) NORTH OF POWER
 DM5630'POLE AND 2.0 FT (0.6 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7135 ***********************************************************************
 DE7135  DESIGNATION -  4713 H
 DE7135  PID         -  DE7135
 DE7135  STATE/COUNTY-  MN/MEEKER
 DE7135  COUNTRY     -  US
 DE7135  USGS QUAD   -  WATKINS (1967)
 DE7135
 DE7135                         *CURRENT SURVEY CONTROL
 DE7135  ______________________________________________________________________
 DE7135* NAD 83(2007) POSITION- 45 18 41.10832(N) 094 29 10.52254(W)   ADJUSTED  
 DE7135* NAD 83(2007) ELLIP HT-   330.750 (meters)        (02/10/07)   ADJUSTED
 DE7135* NAD 83(2007) EPOCH   -  2002.00
 DE7135* NAVD 88 ORTHO HEIGHT -   357.842  (meters)    1174.02  (feet) ADJUSTED  
 DE7135  ______________________________________________________________________
 DE7135  NAD 83(2007) X  -   -351,464.530 (meters)                     COMP
 DE7135  NAD 83(2007) Y  - -4,479,517.625 (meters)                     COMP
 DE7135  NAD 83(2007) Z  -  4,511,989.530 (meters)                     COMP
 DE7135  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC09
 DE7135  GEOID HEIGHT    -        -27.10  (meters)                     GEOID09
 DE7135  DYNAMIC HEIGHT  -        357.817 (meters)     1173.94  (feet) COMP
 DE7135  MODELED GRAVITY -    980,537.4   (mgal)                       NAVD 88
 DE7135
 DE7135  VERT ORDER      -  SECOND    CLASS I
 DE7135
 DE7135  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7135  Type                                         Horiz  Ellip  Dist(km)
 DE7135  -------------------------------------------------------------------
 DE7135  NETWORK                                       0.57   0.45
 DE7135  -------------------------------------------------------------------
 DE7135  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.68   0.55      4.10
 DE7135  -------------------------------------------------------------------
 DE7135  NOTE: Click here for information on individual local accuracy
 DE7135  values and other accuracy information.
 DE7135
 DE7135
 DE7135.The horizontal coordinates were established by GPS observations
 DE7135.and adjusted by the National Geodetic Survey in February 2007.
 DE7135
 DE7135.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7135.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7135
 DE7135.The horizontal coordinates are valid at the epoch date displayed above
 DE7135.which is a decimal equivalence of Year/Month/Day.
 DE7135
 DE7135.The orthometric height was determined by differential leveling and
 DE7135.adjusted in February 2010.
 DE7135
 DE7135.Photographs are available for this station.
 DE7135
 DE7135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7135
 DE7135.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7135
 DE7135.The ellipsoidal height was determined by GPS observations
 DE7135.and is referenced to NAD 83.
 DE7135
 DE7135.The dynamic height is computed by dividing the NAVD 88
 DE7135.geopotential number by the normal gravity value computed on the
 DE7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7135.degrees latitude (g = 980.6199 gals.).
 DE7135
 DE7135.The modeled gravity was interpolated from observed gravity values.
 DE7135
 DE7135. The following values were computed from the NAD 83(2007) position.
 DE7135
 DE7135;                    North         East     Units Scale Factor Converg.
 DE7135;SPC MN S     -   356,949.286   761,867.872   MT  1.00002208   -0 20 27.0
 DE7135;SPC MN S     - 1,171,091.12  2,499,561.51   sFT  1.00002208   -0 20 27.0
 DE7135;UTM  15      - 5,018,620.436   383,496.683   MT  0.99976688   -1 03 24.3
 DE7135
 DE7135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7135!SPC MN S     -   0.99994815  x   1.00002208  =   0.99997023
 DE7135!UTM  15      -   0.99994815  x   0.99976688  =   0.99971504
 DE7135
 DE7135                          SUPERSEDED SURVEY CONTROL
 DE7135
 DE7135  NAD 83(1996)-  45 18 41.10808(N)    094 29 10.52238(W) AD(       ) 1
 DE7135  ELLIP H (09/10/02)  330.780  (m)                       GP(       ) 4 1
 DE7135  NAVD 88 (09/10/02)  357.84   (m)         1174.0    (f) LEVELING    3  
 DE7135
 DE7135.Superseded values are not recommended for survey control.
 DE7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7135.See file dsdata.txt to determine how the superseded data were derived.
 DE7135
 DE7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8349618620(NAD 83)
 DE7135
 DE7135_MARKER: DD = SURVEY DISK
 DE7135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7135_STAMPING: 4713 H 2001
 DE7135_MARK LOGO: MNDT  
 DE7135_PROJECTION: FLUSH
 DE7135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7135+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DE7135_ROD/PIPE-DEPTH:  4.6 meters
 DE7135
 DE7135  HISTORY     - Date     Condition        Report By
 DE7135  HISTORY     - 2001     MONUMENTED       MNDT
 DE7135  HISTORY     - 20010514 GOOD             MNDT
 DE7135  HISTORY     - 20030820 GOOD             MNDT
 DE7135  HISTORY     - 20070418 GOOD             MNDT
 DE7135
 DE7135                          STATION DESCRIPTION
 DE7135
 DE7135'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7135'THE MARK IS 3.25 MI (5.23 KM) EAST ALONG TH 55 FROM JCT OF TH 22 IN
 DE7135'EDEN VALLEY, AT TH 55 MP 122.7, 106.4 FT (32.4 M) SOUTH OF TH 55,
 DE7135'100.5 FT (30.6 M) NE OF TEL PEDESTAL NO B3G 2 LP7, 42.5 FT (13.0 M)
 DE7135'EAST OF 637TH AVE, 36.1 FT (11.0 M) SOUTH OF P-POLE, 3 FT (0.9 M) WEST
 DE7135'OF NORTH-SOUTH FENCE LINE, 2.6 FT (0.8 M) WEST OF WIT POST.
 DE7135
 DE7135                          STATION RECOVERY (2001)
 DE7135
 DE7135'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7135'RECOVERED AS DESCRIBED.
 DE7135
 DE7135                          STATION RECOVERY (2003)
 DE7135
 DE7135'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE7135'THE MARK IS LOCATED 3.5 MILES EAST OF EDEN VALLEY, 3.25 MILES EAST
 DE7135'ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY 55 TRUNK
 DE7135'HIGHWAY 22 IN EDEN VALLEY, AT TRUNK HIGHWAY 55 MILEPOINT 122.7, THE
 DE7135'MARK IS 106.4 FEET SOUTH OF TRUNK HIGHWAY 55, 4.25 FEET EAST OF 637TH
 DE7135'AVENUE, 3.0 FEET WEST OF NORTH-SOUTH FENCE LINE, 100.5 FEET NORTHEAST
 DE7135'OF TELEPHONE PEDESTAL NUMBER 83G2LP7, 36.1 FEET SOUTH OF POWER POLE,
 DE7135'2.60 FEET WEST OF WITNESS POST
 DE7135
 DE7135                          STATION RECOVERY (2007)
 DE7135
 DE7135'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DE7135'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE7136 ***********************************************************************
 DE7136  DESIGNATION -  4713 J
 DE7136  PID         -  DE7136
 DE7136  STATE/COUNTY-  MN/MEEKER
 DE7136  COUNTRY     -  US
 DE7136  USGS QUAD   -  EDEN VALLEY (1967)
 DE7136
 DE7136                         *CURRENT SURVEY CONTROL
 DE7136  ______________________________________________________________________
 DE7136* NAD 83(2007) POSITION- 45 18 49.08654(N) 094 30 19.48634(W)   ADJUSTED  
 DE7136* NAD 83(2007) ELLIP HT-   313.231 (meters)        (02/10/07)   ADJUSTED
 DE7136* NAD 83(2007) EPOCH   -  2002.00
 DE7136* NAVD 88 ORTHO HEIGHT -   340.318  (meters)    1116.53  (feet) ADJUSTED  
 DE7136  ______________________________________________________________________
 DE7136  NAD 83(2007) X  -   -352,947.495 (meters)                     COMP
 DE7136  NAD 83(2007) Y  - -4,479,213.006 (meters)                     COMP
 DE7136  NAD 83(2007) Z  -  4,512,150.292 (meters)                     COMP
 DE7136  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC09
 DE7136  GEOID HEIGHT    -        -27.09  (meters)                     GEOID09
 DE7136  DYNAMIC HEIGHT  -        340.295 (meters)     1116.45  (feet) COMP
 DE7136  MODELED GRAVITY -    980,538.8   (mgal)                       NAVD 88
 DE7136
 DE7136  VERT ORDER      -  SECOND    CLASS I
 DE7136
 DE7136  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE7136  Type                                         Horiz  Ellip  Dist(km)
 DE7136  -------------------------------------------------------------------
 DE7136  NETWORK                                       0.57   0.61
 DE7136  -------------------------------------------------------------------
 DE7136  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.78   0.80      6.11
 DE7136  -------------------------------------------------------------------
 DE7136  NOTE: Click here for information on individual local accuracy
 DE7136  values and other accuracy information.
 DE7136
 DE7136
 DE7136.The horizontal coordinates were established by GPS observations
 DE7136.and adjusted by the National Geodetic Survey in February 2007.
 DE7136
 DE7136.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE7136.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE7136
 DE7136.The horizontal coordinates are valid at the epoch date displayed above
 DE7136.which is a decimal equivalence of Year/Month/Day.
 DE7136
 DE7136.The orthometric height was determined by differential leveling and
 DE7136.adjusted in July 2011.
 DE7136
 DE7136.Photographs are available for this station.
 DE7136
 DE7136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7136
 DE7136.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE7136
 DE7136.The ellipsoidal height was determined by GPS observations
 DE7136.and is referenced to NAD 83.
 DE7136
 DE7136.The dynamic height is computed by dividing the NAVD 88
 DE7136.geopotential number by the normal gravity value computed on the
 DE7136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE7136.degrees latitude (g = 980.6199 gals.).
 DE7136
 DE7136.The modeled gravity was interpolated from observed gravity values.
 DE7136
 DE7136. The following values were computed from the NAD 83(2007) position.
 DE7136
 DE7136;                    North         East     Units Scale Factor Converg.
 DE7136;SPC MN S     -   357,204.700   760,367.156   MT  1.00002263   -0 21 15.3
 DE7136;SPC MN S     - 1,171,929.09  2,494,637.91   sFT  1.00002263   -0 21 15.3
 DE7136;UTM  15      - 5,018,894.515   381,999.655   MT  0.99977120   -1 04 13.5
 DE7136
 DE7136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7136!SPC MN S     -   0.99995089  x   1.00002263  =   0.99997352
 DE7136!UTM  15      -   0.99995089  x   0.99977120  =   0.99972210
 DE7136
 DE7136                          SUPERSEDED SURVEY CONTROL
 DE7136
 DE7136  NAD 83(1996)-  45 18 49.08635(N)    094 30 19.48619(W) AD(       ) 1
 DE7136  ELLIP H (09/10/02)  313.257  (m)                       GP(       ) 4 1
 DE7136  NAVD 88 (02/01/10)  340.310  (m)         1116.50   (f) SUPERSEDED  2 1
 DE7136  NAVD 88 (09/10/02)  340.31   (m)         1116.5    (f) LEVELING    3  
 DE7136
 DE7136.Superseded values are not recommended for survey control.
 DE7136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE7136.See file dsdata.txt to determine how the superseded data were derived.
 DE7136
 DE7136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8199918894(NAD 83)
 DE7136
 DE7136_MARKER: DD = SURVEY DISK
 DE7136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DE7136_STAMPING: 4713 J 2001
 DE7136_MARK LOGO: MNDT  
 DE7136_PROJECTION: FLUSH
 DE7136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE7136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE7136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7136+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DE7136_ROD/PIPE-DEPTH: 12.2 meters
 DE7136
 DE7136  HISTORY     - Date     Condition        Report By
 DE7136  HISTORY     - 2001     MONUMENTED       MNDT
 DE7136  HISTORY     - 20010514 GOOD             MNDT
 DE7136  HISTORY     - 20030820 GOOD             MNDT
 DE7136  HISTORY     - 20070418 GOOD             MNDT
 DE7136
 DE7136                          STATION DESCRIPTION
 DE7136
 DE7136'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DE7136'THE MARK IS 2.25 MI (3.62 KM) EAST ALONG TH 55 FROM JCT OF TH 22 IN
 DE7136'EDEN VALLEY, AT TH 55 MP 121.75, 162.6 FT (49.6 M) WNW OF TEL PEDESTAL
 DE7136'NO C2 2F, 139.3 FT (42.5 M) NE OF GUY P-POLE, 81.9 FT (25.0 M) SOUTH
 DE7136'TEL PEDESTAL NO C22, 71.7 FT (21.9 M) NNE OF TH 55, 29.5 FT (9.0 M)
 DE7136'EAST OF 627TH AVE, 7 FT (2.1 M) SOUTH OF FIELD ENT, 21.9 FT (6.7 M)
 DE7136'SOUTH OF WIT POST.
 DE7136
 DE7136                          STATION RECOVERY (2001)
 DE7136
 DE7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 DE7136'RECOVERED AS DESCRIBED.
 DE7136
 DE7136                          STATION RECOVERY (2003)
 DE7136
 DE7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 DE7136'THE MARK IS LOCATED 2.2 MILES EAST-SOUTHEAST OF EDEN VALLEY, 2.25
 DE7136'MILES EAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK HIGHWAY
 DE7136'55 TRUNK HIGHWAY 22 IN EDEN VALLEY, AT TRUNK HIGHWAY 55 MILEPOINT
 DE7136'121.75, THE MARK IS 71.7 FEET NORTH-NORTHEAST OF TRUNK HIGHWAY 55,
 DE7136'29.5 FEET EAST OF 627TH AVENUE, 81.9 FEET SOUTH OF TELEPHONE PEDESTAL
 DE7136'NUMBER C22, 139.3 FEET NORTHEAST OF POWER POLE, 162.6 FEET
 DE7136'WEST-NORTHWEST OF TELEPHONE PEDESTAL NUMBER C22F, 7.0 FEET SOUTH OF
 DE7136'FIELD ENTRANCE, 21.9 FEET SOUTH OF WITNESS POST
 DE7136
 DE7136                          STATION RECOVERY (2007)
 DE7136
 DE7136'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DE7136'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5332 ***********************************************************************
 DL5332  DESIGNATION -  4713 K
 DL5332  PID         -  DL5332
 DL5332  STATE/COUNTY-  MN/MEEKER
 DL5332  COUNTRY     -  US
 DL5332  USGS QUAD   -  EDEN VALLEY (1967)
 DL5332
 DL5332                         *CURRENT SURVEY CONTROL
 DL5332  ______________________________________________________________________
 DL5332* NAD 83(1986) POSITION- 45 19 11.7    (N) 094 31 37.2    (W)   HD_HELD2  
 DL5332* NAVD 88 ORTHO HEIGHT -   337.041  (meters)    1105.78  (feet) ADJUSTED  
 DL5332  ______________________________________________________________________
 DL5332  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 DL5332  DYNAMIC HEIGHT  -        337.018 (meters)     1105.70  (feet) COMP
 DL5332  MODELED GRAVITY -    980,539.9   (mgal)                       NAVD 88
 DL5332
 DL5332  VERT ORDER      -  SECOND    CLASS I
 DL5332
 DL5332.The horizontal coordinates were established by autonomous hand held GPS
 DL5332.observations and have an estimated accuracy of +/- 10 meters.
 DL5332.
 DL5332.The orthometric height was determined by differential leveling and
 DL5332.adjusted in February 2010.
 DL5332
 DL5332.Photographs are available for this station.
 DL5332
 DL5332.The dynamic height is computed by dividing the NAVD 88
 DL5332.geopotential number by the normal gravity value computed on the
 DL5332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5332.degrees latitude (g = 980.6199 gals.).
 DL5332
 DL5332.The modeled gravity was interpolated from observed gravity values.
 DL5332
 DL5332;                    North         East    Units  Estimated Accuracy
 DL5332;SPC MN S     -   357,914.      758,679.      MT  (+/- 10 meters HH2 GPS)
 DL5332
 DL5332                          SUPERSEDED SURVEY CONTROL
 DL5332
 DL5332.No superseded survey control is available for this station.
 DL5332
 DL5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8032019624(NAD 83)
 DL5332
 DL5332_MARKER: DD = SURVEY DISK
 DL5332_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5332_SP_SET: BOX CULVERT HEADWALL
 DL5332_STAMPING: 4713 K 2001
 DL5332_MARK LOGO: MNDT  
 DL5332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5332+STABILITY: SURFACE MOTION
 DL5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5332+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2007
 DL5332
 DL5332  HISTORY     - Date     Condition        Report By
 DL5332  HISTORY     - 2001     MONUMENTED       MNDT
 DL5332  HISTORY     - 20070418 GOOD             MNDT
 DL5332
 DL5332                          STATION DESCRIPTION
 DL5332
 DL5332'DESCRIBED BY MN DEPT OF TRANSP 2001
 DL5332'THE MARK IS LOCATED 1 MI (1.6 KM) EAST-SOUTHEAST OF EDEN VALLEY, SET
 DL5332'IN HEADWALL AT SE CORNER OF BOX CULVERT OVER AN UNKNOWN CREEK, 1.05 MI
 DL5332'(1.7 KM) EAST ALONG TRUNK HIGHWAY 55 FROM THE JUNCTION OF TRUNK
 DL5332'HIGHWAY 55 AND TRUNK HIGHWAY 22 IN EDEN VALLEY, AT TRUNK HIGHWAY 55
 DL5332'MILEPOST 120.55, 45.9 FT (14.0 M) SOUTHWEST OF TRUNK HIGHWAY 55,
 DL5332'FLUSH, MAGNETIC.
 DL5332' 
 DL5332'TO REACH STATION HEAD EAST ON MEEKER AVENUE E/MN-55 TOWARD BROOKS ST S
 DL5332'CONTINUE TO FOLLOW MN-55 FOR 1.0 MI (1.6 KM) AND STATION MARK ON THE
 DL5332'RIGHT.   DISK WAS SET IN A DRILL HOLE.
 DL5332
 DL5332                          STATION RECOVERY (2007)
 DL5332
 DL5332'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DL5332'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP1621 ***********************************************************************
 PP1621  DESIGNATION -  473
 PP1621  PID         -  PP1621
 PP1621  STATE/COUNTY-  MN/RICE
 PP1621  COUNTRY     -  US
 PP1621  USGS QUAD   -  MEDFORD WEST (1962)
 PP1621
 PP1621                         *CURRENT SURVEY CONTROL
 PP1621  ______________________________________________________________________
 PP1621* NAD 83(1986) POSITION- 44 14 33.     (N) 093 16 51.     (W)   SCALED    
 PP1621* NAVD 88 ORTHO HEIGHT -   341.296  (meters)    1119.74  (feet) ADJUSTED  
 PP1621  ______________________________________________________________________
 PP1621  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PP1621  DYNAMIC HEIGHT  -        341.255 (meters)     1119.60  (feet) COMP
 PP1621  MODELED GRAVITY -    980,488.5   (mgal)                       NAVD 88
 PP1621
 PP1621  VERT ORDER      -  SECOND    CLASS 0
 PP1621
 PP1621.The horizontal coordinates were scaled from a topographic map and have
 PP1621.an estimated accuracy of +/- 6 seconds.
 PP1621.
 PP1621.The orthometric height was determined by differential leveling and
 PP1621.adjusted in June 1991.
 PP1621
 PP1621.Photographs are available for this station.
 PP1621
 PP1621.The dynamic height is computed by dividing the NAVD 88
 PP1621.geopotential number by the normal gravity value computed on the
 PP1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP1621.degrees latitude (g = 980.6199 gals.).
 PP1621
 PP1621.The modeled gravity was interpolated from observed gravity values.
 PP1621
 PP1621;                    North         East    Units  Estimated Accuracy
 PP1621;SPC MN S     -   238,310.      857,440.      MT  (+/- 180 meters Scaled)
 PP1621
 PP1621                          SUPERSEDED SURVEY CONTROL
 PP1621
 PP1621  NGVD 29 (??/??/92)  341.286  (m)         1119.70   (f) ADJ UNCH    2 0
 PP1621
 PP1621.Superseded values are not recommended for survey control.
 PP1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP1621.See file dsdata.txt to determine how the superseded data were derived.
 PP1621
 PP1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ775988(NAD 83)
 PP1621
 PP1621_MARKER: DD = SURVEY DISK
 PP1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP1621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP1621_STAMPING: R.P. 473+82 85.0
 PP1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP1621+STABILITY: SURFACE MOTION
 PP1621
 PP1621  HISTORY     - Date     Condition        Report By
 PP1621  HISTORY     - UNK      MONUMENTED       MNDT
 PP1621  HISTORY     - 1970     GOOD             MNDT
 PP1621
 PP1621                          STATION DESCRIPTION
 PP1621
 PP1621'DESCRIBED BY MN DEPT OF TRANSP 1970
 PP1621'2.3 MI S FROM FARIBAULT.
 PP1621'MARK IS LOCATED 2.3 MILES SOUTH OF THE SOUTH JUNCTION OF FAI 35 AND
 PP1621'T.H. 65 IN FARIBAULT, 0.8 MILES SOUTH OF THE COUNTY ROAD 39 BRIDGE
 PP1621'OVER FAI 35, 80 FEET WEST OF FAI 35 SOUTHBOUND CENTERLINE STATION,
 PP1621'475+82, 1 FOOT EAST OF A STEEL WITNESS POST (R.P.) IN A PRECAST
 PP1621'CONCRETE MONUMENT (PROBABLY 2.5 FEET), SET FLUSH WITH THE GROUND.  SW
 PP1621'1/4 SECTION 18, T 109N, R 20W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5937 ***********************************************************************
 DF5937  DESIGNATION -  48
 DF5937  PID         -  DF5937
 DF5937  STATE/COUNTY-  MN/PINE
 DF5937  COUNTRY     -  US
 DF5937  USGS QUAD   -  FINLAYSON (1981)
 DF5937
 DF5937                         *CURRENT SURVEY CONTROL
 DF5937  ______________________________________________________________________
 DF5937* NAD 83(2007) POSITION- 46 09 09.43484(N) 092 55 44.00777(W)   ADJUSTED  
 DF5937* NAD 83(2007) ELLIP HT-   315.120 (meters)        (02/10/07)   ADJUSTED
 DF5937* NAD 83(2007) EPOCH   -  2002.00
 DF5937* NAVD 88 ORTHO HEIGHT -   342.6    (meters)    1124.    (feet) GPS OBS   
 DF5937  ______________________________________________________________________
 DF5937  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DF5937  GEOID HEIGHT    -        -27.49  (meters)                     GEOID03
 DF5937  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 DF5937  NAD 83(2007) X  -   -226,169.584 (meters)                     COMP
 DF5937  NAD 83(2007) Y  - -4,420,537.659 (meters)                     COMP
 DF5937  NAD 83(2007) Z  -  4,577,242.879 (meters)                     COMP
 DF5937  LAPLACE CORR    -          3.63  (seconds)                    DEFLEC09
 DF5937
 DF5937  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5937  Type                                         Horiz  Ellip  Dist(km)
 DF5937  -------------------------------------------------------------------
 DF5937  NETWORK                                       0.94   0.67
 DF5937  -------------------------------------------------------------------
 DF5937  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   0.59      6.34
 DF5937  -------------------------------------------------------------------
 DF5937  NOTE: Click here for information on individual local accuracy
 DF5937  values and other accuracy information.
 DF5937
 DF5937
 DF5937.The horizontal coordinates were established by GPS observations
 DF5937.and adjusted by the National Geodetic Survey in February 2007.
 DF5937
 DF5937.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5937.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5937
 DF5937.The horizontal coordinates are valid at the epoch date displayed above
 DF5937.which is a decimal equivalence of Year/Month/Day.
 DF5937
 DF5937.The orthometric height was determined by GPS observations and a
 DF5937.high-resolution geoid model.
 DF5937
 DF5937.Photographs are available for this station.
 DF5937
 DF5937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5937
 DF5937.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5937
 DF5937.The ellipsoidal height was determined by GPS observations
 DF5937.and is referenced to NAD 83.
 DF5937
 DF5937. The following values were computed from the NAD 83(2007) position.
 DF5937
 DF5937;                    North         East     Units Scale Factor Converg.
 DF5937;SPC MN C     -   228,960.099   902,043.547   MT  0.99992706   +0 57 20.4
 DF5937;SPC MN C     -   751,179.92  2,959,454.54   sFT  0.99992706   +0 57 20.4
 DF5937;UTM  15      - 5,111,007.393   505,490.972   MT  0.99960037   +0 03 04.6
 DF5937
 DF5937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5937!SPC MN C     -   0.99995060  x   0.99992706  =   0.99987767
 DF5937!UTM  15      -   0.99995060  x   0.99960037  =   0.99955099
 DF5937
 DF5937                          SUPERSEDED SURVEY CONTROL
 DF5937
 DF5937  NAD 83(1996)-  46 09 09.43478(N)    092 55 44.00744(W) AD(       ) 1
 DF5937  ELLIP H (05/27/03)  315.159  (m)                       GP(       ) 3 1
 DF5937  NAVD 88 (05/27/03)  342.7    (m)  GEOID99 model used   GPS OBS        
 DF5937
 DF5937.Superseded values are not recommended for survey control.
 DF5937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5937.See file dsdata.txt to determine how the superseded data were derived.
 DF5937
 DF5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM0549011007(NAD 83)
 DF5937
 DF5937_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5937_STAMPING: NO 48
 DF5937_MARK LOGO: MN-115
 DF5937_PROJECTION: FLUSH
 DF5937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5937+STABILITY: SURFACE MOTION
 DF5937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5937+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2008
 DF5937
 DF5937  HISTORY     - Date     Condition        Report By
 DF5937  HISTORY     - 1999     MONUMENTED       MN-115
 DF5937  HISTORY     - 20070828 GOOD             MNDT
 DF5937  HISTORY     - 20081120 GOOD             MNDT
 DF5937
 DF5937                          STATION DESCRIPTION
 DF5937
 DF5937'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5937'4 MI (6.4 KM) NW OF SANDSTONE, 0.4 MI (0.6 KM) WEST OF FAI 35 ON CO RD
 DF5937'61 THEN 3.25 MI (5.23 KM) NORTH AND WEST ON CO RD 28 THEN 0.15 MI
 DF5937'(0.24 KM) NORTH ON CO RD 35, 34 FT (10.4 M) WEST OF CO RD 35, 16 FT
 DF5937'(4.9 M) SOUTH OF DRIVEWAY, 2 FT (0.6 M) EAST OF WIT POST.
 DF5937
 DF5937                          STATION RECOVERY (2007)
 DF5937
 DF5937'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DAS)
 DF5937'RECOVERED AS DESCRIBED.
 DF5937
 DF5937                          STATION RECOVERY (2008)
 DF5937
 DF5937'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5937'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5937'THE MARK IS 4.2 MILES WEST-NORTHWEST OF SANDSTONE, 0.5 MILE WEST ALONG
 DF5937'COUNTY ROAD 61 FROM JUNCTION OF COUNTY ROAD 61 AND INTERSTATE HIGHWAY
 DF5937'35 AT SANDSTONE, THEN 3.25 MILES NORTH AND WEST ALONG COUNTY ROAD 28,
 DF5937'THEN 0.15 MILE NORTH ALONG COUNTY ROAD 35, 34.0 FEET WEST OF COUNTY
 DF5937'ROAD 35, 16.0 FEET SOUTH OF DRIVEWAY, 2.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0391 ***********************************************************************
 PP0391  DESIGNATION -  48 GJS
 PP0391  PID         -  PP0391
 PP0391  STATE/COUNTY-  MN/GOODHUE
 PP0391  COUNTRY     -  US
 PP0391  USGS QUAD   -  WANAMINGO (1980)
 PP0391
 PP0391                         *CURRENT SURVEY CONTROL
 PP0391  ______________________________________________________________________
 PP0391* NAD 83(1986) POSITION- 44 17 02.00   (N) 092 52 18.00   (W)   HD_HELD1  
 PP0391* NAVD 88 ORTHO HEIGHT -   343.630  (meters)    1127.39  (feet) ADJUSTED  
 PP0391  ______________________________________________________________________
 PP0391  GEOID HEIGHT    -        -29.32  (meters)                     GEOID09
 PP0391  DYNAMIC HEIGHT  -        343.572 (meters)     1127.20  (feet) COMP
 PP0391  MODELED GRAVITY -    980,440.2   (mgal)                       NAVD 88
 PP0391
 PP0391  VERT ORDER      -  SECOND    CLASS 0
 PP0391
 PP0391.The horizontal coordinates were established by differentially corrected
 PP0391.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0391.
 PP0391.The orthometric height was determined by differential leveling and
 PP0391.adjusted in June 1991.
 PP0391
 PP0391.The dynamic height is computed by dividing the NAVD 88
 PP0391.geopotential number by the normal gravity value computed on the
 PP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0391.degrees latitude (g = 980.6199 gals.).
 PP0391
 PP0391.The modeled gravity was interpolated from observed gravity values.
 PP0391
 PP0391;                    North         East    Units  Estimated Accuracy
 PP0391;SPC MN S     -   243,276.1     890,057.5     MT  (+/- 3 meters HH1 GPS) 
 PP0391
 PP0391                          SUPERSEDED SURVEY CONTROL
 PP0391
 PP0391  NGVD 29 (??/??/92)  343.597  (m)         1127.28   (f) ADJ UNCH    2 0
 PP0391
 PP0391.Superseded values are not recommended for survey control.
 PP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0391.See file dsdata.txt to determine how the superseded data were derived.
 PP0391
 PP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1023903412(NAD 83)
 PP0391
 PP0391_MARKER: DD = SURVEY DISK
 PP0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PP0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0391_STAMPING: 48 GJS 1964
 PP0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PP0391+STABILITY: SURFACE MOTION
 PP0391
 PP0391  HISTORY     - Date     Condition        Report By
 PP0391  HISTORY     - 1964     MONUMENTED       USGS
 PP0391  HISTORY     - 20090611 MARK NOT FOUND   MNDT
 PP0391
 PP0391                          STATION DESCRIPTION
 PP0391
 PP0391'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 PP0391'4.4 MI W FROM WANAMINGO.
 PP0391'4.4 MILES WEST ALONG T.H. 60 FROM THE JUNCTION OF T.H. 60 AND T.H. 57
 PP0391'IN WANAMINGO, 1 MILE EAST OF BOMBAY, 40 FEET WEST OF THE CENTERLINE OF
 PP0391'COUNTY ROAD 1, 63 FEET NORTH OF THE CENTERLINE OF T.H. 60, 3 FEET
 PP0391'SOUTH OF A UNDERGROUND CABLE MARKER, 3 FEET LOWER THAN THE ROAD
 PP0391'CROSSING, IN THE TOP OF A CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 PP0391'THE GROUND.  SE 1/4, SEC 32, T110N, R 17W.
 PP0391
 PP0391                          STATION RECOVERY (2009)
 PP0391
 PP0391'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (PL)
 PP0391'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0423 ***********************************************************************
 OP0423  DESIGNATION -  48 MC
 OP0423  PID         -  OP0423
 OP0423  STATE/COUNTY-  MN/JACKSON
 OP0423  COUNTRY     -  US
 OP0423  USGS QUAD   -  BREWSTER (1976)
 OP0423
 OP0423                         *CURRENT SURVEY CONTROL
 OP0423  ______________________________________________________________________
 OP0423* NAD 83(1986) POSITION- 43 37 49.     (N) 095 22 45.     (W)   SCALED    
 OP0423* NAVD 88 ORTHO HEIGHT -   449.833  (meters)    1475.83  (feet) ADJUSTED  
 OP0423  ______________________________________________________________________
 OP0423  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 OP0423  DYNAMIC HEIGHT  -        449.723 (meters)     1475.47  (feet) COMP
 OP0423  MODELED GRAVITY -    980,361.5   (mgal)                       NAVD 88
 OP0423
 OP0423  VERT ORDER      -  SECOND    CLASS I
 OP0423
 OP0423.The horizontal coordinates were scaled from a topographic map and have
 OP0423.an estimated accuracy of +/- 6 seconds.
 OP0423.
 OP0423.The orthometric height was determined by differential leveling and
 OP0423.adjusted in June 1991.
 OP0423
 OP0423.The dynamic height is computed by dividing the NAVD 88
 OP0423.geopotential number by the normal gravity value computed on the
 OP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0423.degrees latitude (g = 980.6199 gals.).
 OP0423
 OP0423.The modeled gravity was interpolated from observed gravity values.
 OP0423
 OP0423;                    North         East    Units  Estimated Accuracy
 OP0423;SPC MN S     -   170,970.      688,700.      MT  (+/- 180 meters Scaled)
 OP0423
 OP0423                          SUPERSEDED SURVEY CONTROL
 OP0423
 OP0423.No superseded survey control is available for this station.
 OP0423
 OP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ080335(NAD 83)
 OP0423
 OP0423_MARKER: DD = SURVEY DISK
 OP0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0423_STAMPING: 48 MC 1958 1475
 OP0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0423+STABILITY: SURFACE MOTION
 OP0423
 OP0423  HISTORY     - Date     Condition        Report By
 OP0423  HISTORY     - 1958     MONUMENTED       USGS
 OP0423  HISTORY     - 1974     GOOD             MNDT
 OP0423  HISTORY     - 1980     GOOD             MNDT
 OP0423
 OP0423                          STATION DESCRIPTION
 OP0423
 OP0423'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0423'6.6 MI SE FROM BREWSTER.
 OP0423'THE MARK WAS FOUND AS DESCRIBED IN USGS QUAD 18 DATED 12-21-61.  IT IS
 OP0423'5.5 MILES WEST ALONG FAI 90 TO THE JUNCTION OF FAI 90 AND TRUNK
 OP0423'HIGHWAY 264 (SOUTH) AND COUNTY ROAD 1 (NORTH).  THENCE SOUTH ALONG
 OP0423'TRUNK HIGHWAY 264 FOR 0.5 MILE TO TOWNSHIP ROAD CROSSING.  THENCE EAST
 OP0423'ALONG THE TOWNSHIP ROAD FOR 3.75 MILES.  IT IS 37.0 FEET SOUTH OF AND
 OP0423'1 FOOT LOWER THAN THE CENTER OF THE TOWNSHIP ROAD, 14.0 FEET EAST OF
 OP0423'DRIVEWAY TO FARM BUILDINGS, 83.6 FEET SOUTHEAST OF UNDERGROUND CABLE
 OP0423'MARKER NUMBER E 10 B, AND 74.0 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE
 OP0423'OF ROUND METAL CULVERT.  THE MARK IS SET IN THE TOP OF A CONCRETE
 OP0423'MONUMENT (MAGNETIC) THAT IS FLUSH WITH THE GROUND, AND 0.8 FOOT NORTH
 OP0423'OF A STEEL WITNESS POST.  NE 1/4, SEC 22, T 102N, R 38W.
 OP0423
 OP0423                          STATION RECOVERY (1980)
 OP0423
 OP0423'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0423'THE MARK IS LCOATED ABOUT 4 MILES SOUTH OF BREWSTER ALONG COUNTY ROAD
 OP0423'1/TRUNK HIGHWAY 264 AND 3.8 MILES EAST ALONG A TOWNSHIP ROAD 1/2 MILE
 OP0423'SOUTH OF INTERSTATE 90, ABOUT 1100 FEET WEST OF COUNTY ROAD 5. IT IS
 OP0423'38 FEET SOUTH OF THE EAST-WEST AND 14 FEET EAST OF A FIELD DRIVE
 OP0423'SOUTH, 74 FEET SOUTH OF A STEEL GRAIN BIN EN THE NORTH SIDE OF THE EN
 OP0423'THE NORTH SIDE OF THE ROAD AND 1 FOOT SOUTH OF A WOOD WITNESS POST.
 OP0423'FARM STEAD FORMERLY AT THIS LOCATION HAS BEEN OBLITERATED. IT IS A
 OP0423'STANDARD USGS DISC SET IN HTE THE TOP OF A CONCRETE MOUNMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7376 ***********************************************************************
 DF7376  DESIGNATION -  48 SEM
 DF7376  PID         -  DF7376
 DF7376  STATE/COUNTY-  MN/AITKIN
 DF7376  COUNTRY     -  US
 DF7376  USGS QUAD   -  ISLAND (1969)
 DF7376
 DF7376                         *CURRENT SURVEY CONTROL
 DF7376  ______________________________________________________________________
 DF7376* NAD 83(2007) POSITION- 46 54 44.53994(N) 093 05 08.79076(W)   ADJUSTED  
 DF7376* NAD 83(2007) ELLIP HT-   359.648 (meters)        (02/10/07)   ADJUSTED
 DF7376* NAD 83(2007) EPOCH   -  2002.00
 DF7376* NAVD 88 ORTHO HEIGHT -   388.6    (meters)    1275.    (feet) GPS OBS   
 DF7376  ______________________________________________________________________
 DF7376  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7376  GEOID HEIGHT    -        -28.91  (meters)                     GEOID99
 DF7376  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 DF7376  NAD 83(2007) X  -   -234,974.746 (meters)                     COMP
 DF7376  NAD 83(2007) Y  - -4,358,723.809 (meters)                     COMP
 DF7376  NAD 83(2007) Z  -  4,635,378.256 (meters)                     COMP
 DF7376  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC09
 DF7376
 DF7376  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7376  Type                                         Horiz  Ellip  Dist(km)
 DF7376  -------------------------------------------------------------------
 DF7376  NETWORK                                       0.57   0.59
 DF7376  -------------------------------------------------------------------
 DF7376  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.62   0.61     12.31
 DF7376  -------------------------------------------------------------------
 DF7376  NOTE: Click here for information on individual local accuracy
 DF7376  values and other accuracy information.
 DF7376
 DF7376
 DF7376.The horizontal coordinates were established by GPS observations
 DF7376.and adjusted by the National Geodetic Survey in February 2007.
 DF7376
 DF7376.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7376.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7376
 DF7376.The horizontal coordinates are valid at the epoch date displayed above
 DF7376.which is a decimal equivalence of Year/Month/Day.
 DF7376
 DF7376.The orthometric height was determined by GPS observations and a
 DF7376.high-resolution geoid model.
 DF7376
 DF7376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7376
 DF7376.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7376
 DF7376.The ellipsoidal height was determined by GPS observations
 DF7376.and is referenced to NAD 83.
 DF7376
 DF7376. The following values were computed from the NAD 83(2007) position.
 DF7376
 DF7376;                    North         East     Units Scale Factor Converg.
 DF7376;SPC MN C     -   313,210.661   888,685.339   MT  0.99997283   +0 50 31.9
 DF7376;SPC MN C     - 1,027,591.98  2,915,628.48   sFT  0.99997283   +0 50 31.9
 DF7376;UTM  15      - 5,195,429.997   493,468.236   MT  0.99960052   -0 03 45.5
 DF7376
 DF7376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7376!SPC MN C     -   0.99994363  x   0.99997283  =   0.99991646
 DF7376!UTM  15      -   0.99994363  x   0.99960052  =   0.99954417
 DF7376
 DF7376|---------------------------------------------------------------------|
 DF7376| PID    Reference Object                     Distance      Geod. Az  |
 DF7376|                                                           dddmmss.s |
 DF7376| DF7422 LOUIS                               298.441 METERS 12712     |
 DF7376|---------------------------------------------------------------------|
 DF7376
 DF7376                          SUPERSEDED SURVEY CONTROL
 DF7376
 DF7376  NAD 83(1996)-  46 54 44.53981(N)    093 05 08.79049(W) AD(       ) 1
 DF7376  ELLIP H (08/26/03)  359.666  (m)                       GP(       ) 3 1
 DF7376
 DF7376.Superseded values are not recommended for survey control.
 DF7376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7376.See file dsdata.txt to determine how the superseded data were derived.
 DF7376
 DF7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9346895429(NAD 83)
 DF7376
 DF7376_MARKER: DH = HORIZONTAL CONTROL DISK
 DF7376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7376_STAMPING: 48 SEM 1967
 DF7376_MARK LOGO: USGS  
 DF7376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF7376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7376+STABILITY: SURFACE MOTION
 DF7376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7376+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7376
 DF7376  HISTORY     - Date     Condition        Report By
 DF7376  HISTORY     - 1967     MONUMENTED       USGS
 DF7376  HISTORY     - 19990401 GOOD             MNDT
 DF7376
 DF7376                          STATION DESCRIPTION
 DF7376
 DF7376'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7376'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY  DESCRIBED. THE
 DF7376'STATION IS 7.97 MI WSW OF FLOODWOOD, 2.2 MI WEST ALONG ST LOUIS CO RD
 DF7376'832 FROM JC T TH 2  AND ST LOUIS CO RD 832 IN FLOODWOOD, THENCE 0.5 MI
 DF7376'SOUTH ON ST  LOUIS CO RD 186,  THENCE 2.2 MI WSW ON ST LOUIS CO RD
 DF7376'837, THENCE 1 MI W EST ON ST LOUIS CO RD 832, THENCE 3.2 MI WEST ON
 DF7376'HEDBOM FOREST RD, 30  FT NORTH OF RD AT APEX OF CURVE  AROUND
 DF7376'SINKHOLE, HALFWAY BETWEEN 8 INCH CEDAR TREE AND 8 INCH SPRUCE TREE,
 DF7376'1.2  FT SOUTH OF STEEL FENCE POST WITH WIT TAG
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0743 ***********************************************************************
 DI0743  DESIGNATION -  48 SEM
 DI0743  PID         -  DI0743
 DI0743  STATE/COUNTY-  MN/ROCK
 DI0743  COUNTRY     -  US
 DI0743  USGS QUAD   -  ASH CREEK (1967)
 DI0743
 DI0743                         *CURRENT SURVEY CONTROL
 DI0743  ______________________________________________________________________
 DI0743* NAD 83(2007) POSITION- 43 30 01.19171(N) 096 14 08.24932(W)   ADJUSTED  
 DI0743* NAD 83(2007) ELLIP HT-   423.254 (meters)        (12/22/10)   ADJUSTED
 DI0743* NAD 83(2007) EPOCH   -  2002.00
 DI0743* NAVD 88 ORTHO HEIGHT -   449.8    (meters)    1476.    (feet) GPS OBS   
 DI0743  ______________________________________________________________________
 DI0743  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0743  GEOID HEIGHT    -        -26.54  (meters)                     GEOID03
 DI0743  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DI0743  NAD 83(2007) X  -   -503,352.251 (meters)                     COMP
 DI0743  NAD 83(2007) Y  - -4,606,756.502 (meters)                     COMP
 DI0743  NAD 83(2007) Z  -  4,368,279.793 (meters)                     COMP
 DI0743  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC09
 DI0743  HORZ ORDER      -  FIRST
 DI0743  ELLP ORDER      -  FOURTH    CLASS I
 DI0743
 DI0743.The horizontal coordinates were established by GPS observations
 DI0743.and adjusted by the National Geodetic Survey in December 2010.
 DI0743
 DI0743.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0743.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0743
 DI0743.The horizontal coordinates are valid at the epoch date displayed above
 DI0743.which is a decimal equivalence of Year/Month/Day.
 DI0743
 DI0743.The orthometric height was determined by GPS observations and a
 DI0743.high-resolution geoid model.
 DI0743
 DI0743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0743
 DI0743.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0743
 DI0743.The ellipsoidal height was determined by GPS observations
 DI0743.and is referenced to NAD 83.
 DI0743
 DI0743. The following values were computed from the NAD 83(2007) position.
 DI0743
 DI0743;                    North         East     Units Scale Factor Converg.
 DI0743;SPC MN S     -   158,067.085   619,200.365   MT  1.00007332   -1 34 01.2
 DI0743;SPC MN S     -   518,591.76  2,031,493.20   sFT  1.00007332   -1 34 01.2
 DI0743;UTM  14      - 4,820,090.816   723,487.502   MT  1.00021442   +1 54 13.2
 DI0743
 DI0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0743!SPC MN S     -   0.99993363  x   1.00007332  =   1.00000695
 DI0743!UTM  14      -   0.99993363  x   1.00021442  =   1.00014804
 DI0743
 DI0743                          SUPERSEDED SURVEY CONTROL
 DI0743
 DI0743  NAD 83(1996)-  43 30 01.19121(N)    096 14 08.24840(W) AD(       ) 1
 DI0743  ELLIP H (06/28/06)  423.294  (m)                       GP(       ) 4 1
 DI0743
 DI0743.Superseded values are not recommended for survey control.
 DI0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0743.See file dsdata.txt to determine how the superseded data were derived.
 DI0743
 DI0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP2348720090(NAD 83)
 DI0743
 DI0743_MARKER: DD = SURVEY DISK
 DI0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0743_STAMPING: 48 SEM 1966
 DI0743_MARK LOGO: USGS  
 DI0743_PROJECTION: FLUSH
 DI0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0743+STABILITY: SURFACE MOTION
 DI0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0743+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI0743
 DI0743  HISTORY     - Date     Condition        Report By
 DI0743  HISTORY     - 1966     MONUMENTED       USGS
 DI0743
 DI0743                          STATION DESCRIPTION
 DI0743
 DI0743'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI0743'1.0 MILES SOUTH AND 1.5 MILES EAST OF STEEN, 33 FEET NORTH OF STATE
 DI0743'LINE ROAD (11TH STREET), AT CREST, 820 FEET WEST OF 120TH AVENUE
 DI0743'NORTH, 2.0 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9682 ***********************************************************************
 AG9682  DESIGNATION -  4801 A
 AG9682  PID         -  AG9682
 AG9682  STATE/COUNTY-  MN/MILLE LACS
 AG9682  COUNTRY     -  US
 AG9682  USGS QUAD   -  FORESTON (1980)
 AG9682
 AG9682                         *CURRENT SURVEY CONTROL
 AG9682  ______________________________________________________________________
 AG9682* NAD 83(1986) POSITION- 45 44 54.     (N) 093 39 37.     (W)   SCALED    
 AG9682* NAVD 88 ORTHO HEIGHT -   320.894  (meters)    1052.80  (feet) ADJUSTED  
 AG9682  ______________________________________________________________________
 AG9682  GEOID HEIGHT    -        -27.49  (meters)                     GEOID09
 AG9682  DYNAMIC HEIGHT  -        320.889 (meters)     1052.78  (feet) COMP
 AG9682  MODELED GRAVITY -    980,589.1   (mgal)                       NAVD 88
 AG9682
 AG9682  VERT ORDER      -  SECOND    CLASS I
 AG9682
 AG9682.The horizontal coordinates were scaled from a topographic map and have
 AG9682.an estimated accuracy of +/- 6 seconds.
 AG9682.
 AG9682.The orthometric height was determined by differential leveling and
 AG9682.adjusted in August 2004.
 AG9682
 AG9682.The dynamic height is computed by dividing the NAVD 88
 AG9682.geopotential number by the normal gravity value computed on the
 AG9682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9682.degrees latitude (g = 980.6199 gals.).
 AG9682
 AG9682.The modeled gravity was interpolated from observed gravity values.
 AG9682
 AG9682;                    North         East    Units  Estimated Accuracy
 AG9682;SPC MN C     -   183,350.      845,890.      MT  (+/- 180 meters Scaled)
 AG9682
 AG9682                          SUPERSEDED SURVEY CONTROL
 AG9682
 AG9682.No superseded survey control is available for this station.
 AG9682
 AG9682_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL486662(NAD 83)
 AG9682
 AG9682_MARKER: DV = VERTICAL CONTROL DISK
 AG9682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9682_SP_SET: BRIDGE ABUTMENT
 AG9682_STAMPING: 4801 A 1973
 AG9682_MARK LOGO: MNDT  
 AG9682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9682+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993
 AG9682
 AG9682  HISTORY     - Date     Condition        Report By
 AG9682  HISTORY     - 1973     MONUMENTED       MNDT
 AG9682  HISTORY     - 19930928 GOOD             MNGS
 AG9682
 AG9682                          STATION DESCRIPTION
 AG9682
 AG9682'DESCRIBED BY MINNESOTA GEODETIC SURVEY 1993 (HTS)
 AG9682'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF THE TOWN OF MILACA,
 AG9682'IN THE ABUT AT THE SE COR OF TH 23 BRDG NO 6673 OVER THE RUM RIVER.
 AG9682'THE MARK IS 0.5 MI (0.8 KM) WEST ON TH 23 FROM THE JCT TH 23 AND
 AG9682'CENTRAL AVE, AT TH 23 MP 235.0, 60 FT (18.3 M) WEST OF MILEPOST 235
 AG9682'SIGN POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9680 ***********************************************************************
 AG9680  DESIGNATION -  4801 B
 AG9680  PID         -  AG9680
 AG9680  STATE/COUNTY-  MN/MILLE LACS
 AG9680  COUNTRY     -  US
 AG9680  USGS QUAD   -  FORESTON (1980)
 AG9680
 AG9680                         *CURRENT SURVEY CONTROL
 AG9680  ______________________________________________________________________
 AG9680* NAD 83(1986) POSITION- 45 44 24.     (N) 093 42 01.     (W)   SCALED    
 AG9680* NAVD 88 ORTHO HEIGHT -   325.737  (meters)    1068.69  (feet) ADJUSTED  
 AG9680  ______________________________________________________________________
 AG9680  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 AG9680  DYNAMIC HEIGHT  -        325.731 (meters)     1068.67  (feet) COMP
 AG9680  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 AG9680
 AG9680  VERT ORDER      -  SECOND    CLASS I
 AG9680
 AG9680.The horizontal coordinates were scaled from a topographic map and have
 AG9680.an estimated accuracy of +/- 6 seconds.
 AG9680.
 AG9680.The orthometric height was determined by differential leveling and
 AG9680.adjusted in August 2004.
 AG9680
 AG9680.The dynamic height is computed by dividing the NAVD 88
 AG9680.geopotential number by the normal gravity value computed on the
 AG9680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9680.degrees latitude (g = 980.6199 gals.).
 AG9680
 AG9680.The modeled gravity was interpolated from observed gravity values.
 AG9680
 AG9680;                    North         East    Units  Estimated Accuracy
 AG9680;SPC MN C     -   182,400.      842,780.      MT  (+/- 180 meters Scaled)
 AG9680
 AG9680                          SUPERSEDED SURVEY CONTROL
 AG9680
 AG9680.No superseded survey control is available for this station.
 AG9680
 AG9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL455653(NAD 83)
 AG9680
 AG9680_MARKER: DB = BENCH MARK DISK
 AG9680_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG9680_SP_SET: BRIDGE ABUTMENT
 AG9680_STAMPING: 4801 B 1973
 AG9680_MARK LOGO: MNDT  
 AG9680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9680+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993
 AG9680
 AG9680  HISTORY     - Date     Condition        Report By
 AG9680  HISTORY     - 1973     MONUMENTED       MNDT
 AG9680  HISTORY     - 19930928 GOOD             MNDT
 AG9680
 AG9680                          STATION DESCRIPTION
 AG9680
 AG9680'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9680'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SW OF THE TOWN OF MILACA, IN
 AG9680'THE ABUT AT THE SE COR OF TH 23 BRDG NO 6695 OVER THE WEST BRANCH OF
 AG9680'THE RUM RIVER.  THE MARK IS 2.6 MI (4.2 KM) SW ON TH 23 FROM THE JCT
 AG9680'OF TH 23 AND CENTRAL AVE IN MILACA, AT TH 23 MP 232.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9676 ***********************************************************************
 AG9676  DESIGNATION -  4801 C
 AG9676  PID         -  AG9676
 AG9676  STATE/COUNTY-  MN/MILLE LACS
 AG9676  COUNTRY     -  US
 AG9676  USGS QUAD   -  RONNEBY (1968)
 AG9676
 AG9676                         *CURRENT SURVEY CONTROL
 AG9676  ______________________________________________________________________
 AG9676* NAD 83(1986) POSITION- 45 43 16.1    (N) 093 45 20.4    (W)   HD_HELD2  
 AG9676* NAVD 88 ORTHO HEIGHT -   337.340  (meters)    1106.76  (feet) ADJUSTED  
 AG9676  ______________________________________________________________________
 AG9676  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 AG9676  DYNAMIC HEIGHT  -        337.333 (meters)     1106.73  (feet) COMP
 AG9676  MODELED GRAVITY -    980,587.2   (mgal)                       NAVD 88
 AG9676
 AG9676  VERT ORDER      -  SECOND    CLASS I
 AG9676
 AG9676.The horizontal coordinates were established by autonomous hand held GPS
 AG9676.observations and have an estimated accuracy of +/- 10 meters.
 AG9676.
 AG9676.The orthometric height was determined by differential leveling and
 AG9676.adjusted in August 2004.
 AG9676
 AG9676.Photographs are available for this station.
 AG9676
 AG9676.The dynamic height is computed by dividing the NAVD 88
 AG9676.geopotential number by the normal gravity value computed on the
 AG9676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9676.degrees latitude (g = 980.6199 gals.).
 AG9676
 AG9676.The modeled gravity was interpolated from observed gravity values.
 AG9676
 AG9676;                    North         East    Units  Estimated Accuracy
 AG9676;SPC MN C     -   180,272.      838,484.      MT  (+/- 10 meters HH2 GPS)
 AG9676
 AG9676                          SUPERSEDED SURVEY CONTROL
 AG9676
 AG9676.No superseded survey control is available for this station.
 AG9676
 AG9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4119363342(NAD 83)
 AG9676
 AG9676_MARKER: DD = SURVEY DISK
 AG9676_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9676_SP_SET: BOX CULVERT
 AG9676_STAMPING: 4801 C 1993
 AG9676_MARK LOGO: MNDT  
 AG9676_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9676+STABILITY: SURFACE MOTION
 AG9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9676+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9676
 AG9676  HISTORY     - Date     Condition        Report By
 AG9676  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9676  HISTORY     - 20100428 GOOD             MNDT
 AG9676
 AG9676                          STATION DESCRIPTION
 AG9676
 AG9676'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9676'THE MARK IS LOCATED ABOUT 4.8 MI (7.7 KM) SW OF THE TOWN OF MILACA, IN
 AG9676'THE CTR OF TH 23 BOX CULV OVER DRY CREEK.  THE MARK IS 5.55 MI (8.93
 AG9676'KM) SW ON TH 23 FROM THE JCT OF TH 23 AND CO RD 36, AT TH 23 MP
 AG9676'229.95, 300 FT (91.4 M) SE OF TH 23, 17.5 FT (5.3 M) SSE OF AN ENT,
 AG9676'4.0 FT (1.2 M) SOUTH OF A FENCE LINE, AND 4.0 FT (1.2 M) SE OF A WIT
 AG9676'POST.
 AG9676
 AG9676                          STATION RECOVERY (2010)
 AG9676
 AG9676'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9676'THE MARK IS 2.26 MI (3.6 KM) SOUTHWEST OF FORESTON.
 AG9676' 
 AG9676'TO REACH THE MARK GO 2.3 MI (3.7 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 AG9676'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 14 IN FORESTON,
 AG9676'AT TRUNK HIGHWAY 23 MILE POINT 229.95.
 AG9676' 
 AG9676'IT IS 300.0 FT (91.4 M) SOUTHEAST OF TRUNK HIGHWAY 23, 17.5 FT (5.3 M)
 AG9676'SOUTH-SOUTHEAST OF ENTRANCE, 4.0 FT (1.2 M) SOUTH OF A FENCE LINE, IN
 AG9676'CENTER OF BOX CULVERT OVER SMALL DRY CREEK, 4.0 FT (1.2 M) SOUTHEAST
 AG9676'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9677 ***********************************************************************
 AG9677  DESIGNATION -  4801 D
 AG9677  PID         -  AG9677
 AG9677  STATE/COUNTY-  MN/MILLE LACS
 AG9677  COUNTRY     -  US
 AG9677  USGS QUAD   -  FORESTON (1980)
 AG9677
 AG9677                         *CURRENT SURVEY CONTROL
 AG9677  ______________________________________________________________________
 AG9677* NAD 83(2007) POSITION- 45 43 32.26502(N) 093 44 26.90528(W)   ADJUSTED  
 AG9677* NAD 83(2007) ELLIP HT-   305.120 (meters)        (07/18/11)   ADJUSTED
 AG9677* NAD 83(2007) EPOCH   -  2002.00
 AG9677* NAVD 88 ORTHO HEIGHT -   332.534  (meters)    1090.99  (feet) ADJUSTED  
 AG9677  ______________________________________________________________________
 AG9677  NAD 83(2007) X  -   -291,011.241 (meters)                     COMP
 AG9677  NAD 83(2007) Y  - -4,450,915.898 (meters)                     COMP
 AG9677  NAD 83(2007) Z  -  4,544,229.303 (meters)                     COMP
 AG9677  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC09
 AG9677  GEOID HEIGHT    -        -27.42  (meters)                     GEOID09
 AG9677  DYNAMIC HEIGHT  -        332.528 (meters)     1090.97  (feet) COMP
 AG9677  MODELED GRAVITY -    980,588.0   (mgal)                       NAVD 88
 AG9677
 AG9677  HORZ ORDER      -  FIRST
 AG9677  VERT ORDER      -  SECOND    CLASS I
 AG9677  ELLP ORDER      -  FOURTH    CLASS I
 AG9677
 AG9677.The horizontal coordinates were established by GPS observations
 AG9677.and adjusted by the MN DEPT OF TRANSP in July 2011.
 AG9677
 AG9677.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9677.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9677
 AG9677.The horizontal coordinates are valid at the epoch date displayed above
 AG9677.which is a decimal equivalence of Year/Month/Day.
 AG9677
 AG9677.The orthometric height was determined by differential leveling and
 AG9677.adjusted in August 2004.
 AG9677
 AG9677.Photographs are available for this station.
 AG9677
 AG9677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9677
 AG9677.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9677
 AG9677.The ellipsoidal height was determined by GPS observations
 AG9677.and is referenced to NAD 83.
 AG9677
 AG9677.The dynamic height is computed by dividing the NAVD 88
 AG9677.geopotential number by the normal gravity value computed on the
 AG9677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9677.degrees latitude (g = 980.6199 gals.).
 AG9677
 AG9677.The modeled gravity was interpolated from observed gravity values.
 AG9677
 AG9677. The following values were computed from the NAD 83(2007) position.
 AG9677
 AG9677;                    North         East     Units Scale Factor Converg.
 AG9677;SPC MN C     -   180,778.756   839,637.134   MT  0.99997817   +0 22 06.0
 AG9677;SPC MN C     -   593,104.97  2,754,709.50   sFT  0.99997817   +0 22 06.0
 AG9677;UTM  15      - 5,063,830.582   442,354.772   MT  0.99964085   -0 31 49.6
 AG9677
 AG9677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9677!SPC MN C     -   0.99995217  x   0.99997817  =   0.99993034
 AG9677!UTM  15      -   0.99995217  x   0.99964085  =   0.99959303
 AG9677
 AG9677:                Primary Azimuth Mark                     Grid Az
 AG9677:SPC MN C     -  WIZARD                                   176 58 19.6
 AG9677:UTM  15      -  WIZARD                                   177 52 15.2
 AG9677
 AG9677|---------------------------------------------------------------------|
 AG9677| PID    Reference Object                     Distance      Geod. Az  |
 AG9677|                                                           dddmmss.s |
 AG9677| DM9955 WIZARD                              459.017 METERS 1772025.6 |
 AG9677|---------------------------------------------------------------------|
 AG9677
 AG9677                          SUPERSEDED SURVEY CONTROL
 AG9677
 AG9677  NAVD 88 (07/18/11)  332.53   (m)         1091.0    (f) LEVELING    3  
 AG9677
 AG9677.Superseded values are not recommended for survey control.
 AG9677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9677.See file dsdata.txt to determine how the superseded data were derived.
 AG9677
 AG9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4235463830(NAD 83)
 AG9677
 AG9677_MARKER: DV = VERTICAL CONTROL DISK
 AG9677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9677_STAMPING: 4801 D 1993
 AG9677_MARK LOGO: MNDT  
 AG9677_PROJECTION: RECESSED 3 CENTIMETERS
 AG9677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9677+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9677_ROD/PIPE-DEPTH:  4.6 meters
 AG9677
 AG9677  HISTORY     - Date     Condition        Report By
 AG9677  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9677  HISTORY     - 20100428 GOOD             MNDT
 AG9677  HISTORY     - 20100428 GOOD             MNDT
 AG9677
 AG9677                          STATION DESCRIPTION
 AG9677
 AG9677'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9677'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) SW OF THE TOWN OF MILACA, 1.45
 AG9677'MI (2.33 KM) SW ON TH 23 FROM THE JCT OF TH 23 AND CO RD 36, AT TH 23
 AG9677'MP 230.7, 250 FT (76.2 M) SE OF TH 23, 29.5 FT (9.0 M) WEST OF CO RD
 AG9677'119, 15 FT (4.6 M) SOUTH OF A FIELD ENT, 46.0 FT (14.0 M) SE OF A HIGH
 AG9677'TENSION POLE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AG9677
 AG9677                          STATION RECOVERY (2010)
 AG9677
 AG9677'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9677'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AG9677'THE MARK IS 1.48 MILES SOUTHWEST OF FORESTON, 1.5 MILES SOUTHWEST
 AG9677'ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY
 AG9677'ROAD 14 IN FORESTON, AT TRUNK HIGHWAY 23 MILEPOINT 230.7, 250 FEET
 AG9677'SOUTH OF TRUNK HIGHWAY 23, 29.5 FEET WEST OF COUNTY ROAD 119, 46.0
 AG9677'FEET SOUTHEAST OF HIGH TENSION POWER POLE, 15.0 FEET SOUTH OF FIELD
 AG9677'ENTRANCE, 1.0 FOOT NORTH OF WITNESS POST.
 AG9677
 AG9677                          STATION RECOVERY (2010)
 AG9677
 AG9677'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9677'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9678 ***********************************************************************
 AG9678  DESIGNATION -  4801 E
 AG9678  PID         -  AG9678
 AG9678  STATE/COUNTY-  MN/MILLE LACS
 AG9678  COUNTRY     -  US
 AG9678  USGS QUAD   -  FORESTON (1980)
 AG9678
 AG9678                         *CURRENT SURVEY CONTROL
 AG9678  ______________________________________________________________________
 AG9678* NAD 83(1986) POSITION- 45 43 47.6    (N) 093 43 40.2    (W)   HD_HELD2  
 AG9678* NAVD 88 ORTHO HEIGHT -   335.895  (meters)    1102.02  (feet) ADJUSTED  
 AG9678  ______________________________________________________________________
 AG9678  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 AG9678  DYNAMIC HEIGHT  -        335.889 (meters)     1102.00  (feet) COMP
 AG9678  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 AG9678
 AG9678  VERT ORDER      -  SECOND    CLASS I
 AG9678
 AG9678.The horizontal coordinates were established by autonomous hand held GPS
 AG9678.observations and have an estimated accuracy of +/- 10 meters.
 AG9678.
 AG9678.The orthometric height was determined by differential leveling and
 AG9678.adjusted in August 2004.
 AG9678
 AG9678.Photographs are available for this station.
 AG9678
 AG9678.The dynamic height is computed by dividing the NAVD 88
 AG9678.geopotential number by the normal gravity value computed on the
 AG9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9678.degrees latitude (g = 980.6199 gals.).
 AG9678
 AG9678.The modeled gravity was interpolated from observed gravity values.
 AG9678
 AG9678;                    North         East    Units  Estimated Accuracy
 AG9678;SPC MN C     -   181,259.      840,644.      MT  (+/- 10 meters HH2 GPS)
 AG9678
 AG9678                          SUPERSEDED SURVEY CONTROL
 AG9678
 AG9678.No superseded survey control is available for this station.
 AG9678
 AG9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4336864294(NAD 83)
 AG9678
 AG9678_MARKER: DV = VERTICAL CONTROL DISK
 AG9678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9678_STAMPING: 4801 E 1993
 AG9678_MARK LOGO: MNDT  
 AG9678_PROJECTION: RECESSED 3 CENTIMETERS
 AG9678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9678+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AG9678_ROD/PIPE-DEPTH:  7.6 meters
 AG9678
 AG9678  HISTORY     - Date     Condition        Report By
 AG9678  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9678  HISTORY     - 20100428 GOOD             MNDT
 AG9678
 AG9678                          STATION DESCRIPTION
 AG9678
 AG9678'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9678'THE MARK IS LOCATED ABOUT 3.15 MI (5.07 KM) SW OF THE TOWN OF MILACA,
 AG9678'4.0 MI (6.4 KM) SW ON TH 23 FROM THE JCT OF TH 23 AND CO RD 36, AT TH
 AG9678'23 MP 231.55, 67.5 FT (20.6 M) SE OF AND 2 FT (0.6 M) LOWER THAN TH
 AG9678'23, 4.2 FT (1.3 M) NE OF A HIGH TENSION GUY POLE, AND 1.0 FT (0.3 M)
 AG9678'NORTH OF A WIT POST.
 AG9678
 AG9678                          STATION RECOVERY (2010)
 AG9678
 AG9678'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9678'THE MARK IS 0.79 MI (1.3 KM) SOUTHWEST OF FORESTON.
 AG9678' 
 AG9678'TO REACH THE MARK GO 0.8 MI (1.3 KM) SOUTHWEST ALONG TRUNK HIGHWAY 23
 AG9678'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 14 IN FORESTON,
 AG9678'AT TRUNK HIGHWAY 23 MILE POINT 231.55.
 AG9678' 
 AG9678'IT IS 67.5 FT (20.6 M) SOUTHEAST OF AND 2.0 FT (0.6 M) LOWER THAN
 AG9678'TRUNK HIGHWAY 23, 4.2 FT (1.3 M) NORTHEAST OF HIGH TENSION GUY POLE,
 AG9678'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9679 ***********************************************************************
 AG9679  DESIGNATION -  4801 F
 AG9679  PID         -  AG9679
 AG9679  STATE/COUNTY-  MN/MILLE LACS
 AG9679  COUNTRY     -  US
 AG9679  USGS QUAD   -  FORESTON (1980)
 AG9679
 AG9679                         *CURRENT SURVEY CONTROL
 AG9679  ______________________________________________________________________
 AG9679* NAD 83(1986) POSITION- 45 44 08.     (N) 093 42 37.     (W)   SCALED    
 AG9679* NAVD 88 ORTHO HEIGHT -   332.714  (meters)    1091.58  (feet) ADJUSTED  
 AG9679  ______________________________________________________________________
 AG9679  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 AG9679  DYNAMIC HEIGHT  -        332.709 (meters)     1091.56  (feet) COMP
 AG9679  MODELED GRAVITY -    980,589.0   (mgal)                       NAVD 88
 AG9679
 AG9679  VERT ORDER      -  SECOND    CLASS I
 AG9679
 AG9679.The horizontal coordinates were scaled from a topographic map and have
 AG9679.an estimated accuracy of +/- 6 seconds.
 AG9679.
 AG9679.The orthometric height was determined by differential leveling and
 AG9679.adjusted in August 2004.
 AG9679
 AG9679.The dynamic height is computed by dividing the NAVD 88
 AG9679.geopotential number by the normal gravity value computed on the
 AG9679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9679.degrees latitude (g = 980.6199 gals.).
 AG9679
 AG9679.The modeled gravity was interpolated from observed gravity values.
 AG9679
 AG9679;                    North         East    Units  Estimated Accuracy
 AG9679;SPC MN C     -   181,900.      842,010.      MT  (+/- 180 meters Scaled)
 AG9679
 AG9679                          SUPERSEDED SURVEY CONTROL
 AG9679
 AG9679.No superseded survey control is available for this station.
 AG9679
 AG9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL447649(NAD 83)
 AG9679
 AG9679_MARKER: DV = VERTICAL CONTROL DISK
 AG9679_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9679_SP_SET: SIGN BASE
 AG9679_STAMPING: 4801 F 1993
 AG9679_MARK LOGO: MNDT  
 AG9679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9679+STABILITY: SURFACE MOTION
 AG9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9679+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AG9679
 AG9679  HISTORY     - Date     Condition        Report By
 AG9679  HISTORY     - 1993     MONUMENTED       MNDT
 AG9679
 AG9679                          STATION DESCRIPTION
 AG9679
 AG9679'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9679'THE MARK IS LOCATED ABOUT 2.3 MI (3.7 KM) SW OF THE TOWN OF MILACA, IN
 AG9679'THE BASE OF A CONOCO SIGN POST.  THE MARK IS 3.1 MI (5.0 KM) SW ON TH
 AG9679'23 FROM THE JCT OF TH 23 AND CO RD 36, AT TH 23 MP 232.4, 82 FT (25.0
 AG9679'M) SE OF AND 1 FT (0.3 M) LOWER THAN TH 23, 1.1 FT (0.3 M) EAST OF THE
 AG9679'WEST EDGE OF THE CONC BASE, 27.2 FT (8.3 M) ESE OF A P-POLE, AND 2.3
 AG9679'FT (0.7 M) WEST OF THE CTR OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9681 ***********************************************************************
 AG9681  DESIGNATION -  4801 G
 AG9681  PID         -  AG9681
 AG9681  STATE/COUNTY-  MN/MILLE LACS
 AG9681  COUNTRY     -  US
 AG9681  USGS QUAD   -  FORESTON (1980)
 AG9681
 AG9681                         *CURRENT SURVEY CONTROL
 AG9681  ______________________________________________________________________
 AG9681* NAD 83(2007) POSITION- 45 44 36.61685(N) 093 40 49.46644(W)   ADJUSTED  
 AG9681* NAD 83(2007) ELLIP HT-   304.312 (meters)        (07/18/11)   ADJUSTED
 AG9681* NAD 83(2007) EPOCH   -  2002.00
 AG9681* NAVD 88 ORTHO HEIGHT -   331.774  (meters)    1088.50  (feet) ADJUSTED  
 AG9681  ______________________________________________________________________
 AG9681  NAD 83(2007) X  -   -286,227.674 (meters)                     COMP
 AG9681  NAD 83(2007) Y  - -4,449,799.734 (meters)                     COMP
 AG9681  NAD 83(2007) Z  -  4,545,615.539 (meters)                     COMP
 AG9681  LAPLACE CORR    -         -3.90  (seconds)                    DEFLEC09
 AG9681  GEOID HEIGHT    -        -27.47  (meters)                     GEOID09
 AG9681  DYNAMIC HEIGHT  -        331.768 (meters)     1088.48  (feet) COMP
 AG9681  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 AG9681
 AG9681  HORZ ORDER      -  FIRST
 AG9681  VERT ORDER      -  SECOND    CLASS I
 AG9681  ELLP ORDER      -  FOURTH    CLASS I
 AG9681
 AG9681.The horizontal coordinates were established by GPS observations
 AG9681.and adjusted by the MN DEPT OF TRANSP in July 2011.
 AG9681
 AG9681.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9681.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9681
 AG9681.The horizontal coordinates are valid at the epoch date displayed above
 AG9681.which is a decimal equivalence of Year/Month/Day.
 AG9681
 AG9681.The orthometric height was determined by differential leveling and
 AG9681.adjusted in August 2004.
 AG9681
 AG9681.Photographs are available for this station.
 AG9681
 AG9681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9681
 AG9681.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9681
 AG9681.The ellipsoidal height was determined by GPS observations
 AG9681.and is referenced to NAD 83.
 AG9681
 AG9681.The dynamic height is computed by dividing the NAVD 88
 AG9681.geopotential number by the normal gravity value computed on the
 AG9681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9681.degrees latitude (g = 980.6199 gals.).
 AG9681
 AG9681.The modeled gravity was interpolated from observed gravity values.
 AG9681
 AG9681. The following values were computed from the NAD 83(2007) position.
 AG9681
 AG9681;                    North         East     Units Scale Factor Converg.
 AG9681;SPC MN C     -   182,797.471   844,324.465   MT  0.99997493   +0 24 43.3
 AG9681;SPC MN C     -   599,728.04  2,770,087.85   sFT  0.99997493   +0 24 43.3
 AG9681;UTM  15      - 5,065,774.839   447,071.603   MT  0.99963444   -0 29 14.4
 AG9681
 AG9681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9681!SPC MN C     -   0.99995229  x   0.99997493  =   0.99992723
 AG9681!UTM  15      -   0.99995229  x   0.99963444  =   0.99958675
 AG9681
 AG9681                          SUPERSEDED SURVEY CONTROL
 AG9681
 AG9681  NAVD 88 (07/18/11)  331.77   (m)         1088.5    (f) LEVELING    3  
 AG9681
 AG9681.Superseded values are not recommended for survey control.
 AG9681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9681.See file dsdata.txt to determine how the superseded data were derived.
 AG9681
 AG9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4707165774(NAD 83)
 AG9681
 AG9681_MARKER: DV = VERTICAL CONTROL DISK
 AG9681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9681_STAMPING: 4801 G 1993
 AG9681_MARK LOGO: MNDT  
 AG9681_PROJECTION: RECESSED 3 CENTIMETERS
 AG9681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9681+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2010
 AG9681_ROD/PIPE-DEPTH:  3.0 meters
 AG9681
 AG9681  HISTORY     - Date     Condition        Report By
 AG9681  HISTORY     - 19930922 MONUMENTED       MNDT
 AG9681  HISTORY     - 20100429 GOOD             MNDT
 AG9681  HISTORY     - 20100429 GOOD             MNDT
 AG9681
 AG9681                          STATION DESCRIPTION
 AG9681
 AG9681'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AG9681'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) SW OF THE TOWN OF MILACA,
 AG9681'1.55 MI (2.49 KM) SW ON TH 23 FROM THE JCT OF TH 23 AND CO RD 36 (OLD
 AG9681'TH 169) , AT TH 23 MP 233.95, 84 FT (25.6 M) NW OF AND 6 FT (1.8 M)
 AG9681'LOWER THAN TH 23, 2.3 FT (0.7 M) EAST OF A P-POLE, 39.9 FT (12.2 M)
 AG9681'ENE OF GAS PIPELINE MARKER NO 16-1979, AND 1.0 FT (0.3 M) WEST OF A
 AG9681'WIT POST.
 AG9681
 AG9681                          STATION RECOVERY (2010)
 AG9681
 AG9681'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 AG9681'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AG9681'THE MARK IS 1.55 MILES SOUTHWEST OF MILACA, 1.6 MILES SOUTHWEST ALONG
 AG9681'TRUNK HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND CENTRAL AVENUE
 AG9681'IN MILACA, AT TRUNK HIGHWAY 23 MILEPOINT 233.95, 84.0 FEET NORTHWEST
 AG9681'OF AND 6.0 FEET LOWER THAN TRUNK HIGHWAY 23, 39.9 FEET EAST-NORTHEAST
 AG9681'OF GAS PIPELINE MARKER NUMBER 16-1979, 2.3 FEET EAST OF POWER POLE,
 AG9681'1.0 FOOT WEST OF WITNESS POST.
 AG9681
 AG9681                          STATION RECOVERY (2010)
 AG9681
 AG9681'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AG9681'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9927 ***********************************************************************
 DM9927  DESIGNATION -  4801 K
 DM9927  PID         -  DM9927
 DM9927  STATE/COUNTY-  MN/MILLE LACS
 DM9927  COUNTRY     -  US
 DM9927  USGS QUAD   -  FORESTON (1980)
 DM9927
 DM9927                         *CURRENT SURVEY CONTROL
 DM9927  ______________________________________________________________________
 DM9927* NAD 83(2007) POSITION- 45 43 56.27959(N) 093 43 11.01364(W)   ADJUSTED  
 DM9927* NAD 83(2007) ELLIP HT-   305.807 (meters)        (07/18/11)   ADJUSTED
 DM9927* NAD 83(2007) EPOCH   -  2002.00
 DM9927* NAVD 88 ORTHO HEIGHT -   333.24   (meters)    1093.3   (feet) LEVELING  
 DM9927  ______________________________________________________________________
 DM9927  GEOID HEIGHT    -        -27.43  (meters)                     GEOID09
 DM9927  NAD 83(2007) X  -   -289,339.170 (meters)                     COMP
 DM9927  NAD 83(2007) Y  - -4,450,493.348 (meters)                     COMP
 DM9927  NAD 83(2007) Z  -  4,544,747.372 (meters)                     COMP
 DM9927  LAPLACE CORR    -         -3.17  (seconds)                    DEFLEC09
 DM9927  HORZ ORDER      -  FIRST
 DM9927  VERT ORDER      -  THIRD
 DM9927  ELLP ORDER      -  FOURTH    CLASS I
 DM9927
 DM9927.The horizontal coordinates were established by GPS observations
 DM9927.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9927
 DM9927.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9927.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9927
 DM9927.The horizontal coordinates are valid at the epoch date displayed above
 DM9927.which is a decimal equivalence of Year/Month/Day.
 DM9927
 DM9927.The orthometric height was determined by differential leveling.
 DM9927.The vertical network tie was performed by a horz. field party for horz.
 DM9927.obs reductions. Reset procedures were used to establish the elevation.
 DM9927
 DM9927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9927
 DM9927.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9927
 DM9927.The ellipsoidal height was determined by GPS observations
 DM9927.and is referenced to NAD 83.
 DM9927
 DM9927. The following values were computed from the NAD 83(2007) position.
 DM9927
 DM9927;                    North         East     Units Scale Factor Converg.
 DM9927;SPC MN C     -   181,530.915   841,273.156   MT  0.99997695   +0 23 00.9
 DM9927;SPC MN C     -   595,572.68  2,760,077.01   sFT  0.99997695   +0 23 00.9
 DM9927;UTM  15      - 5,064,556.737   444,001.836   MT  0.99963855   -0 30 55.4
 DM9927
 DM9927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9927!SPC MN C     -   0.99995206  x   0.99997695  =   0.99992901
 DM9927!UTM  15      -   0.99995206  x   0.99963855  =   0.99959063
 DM9927
 DM9927                          SUPERSEDED SURVEY CONTROL
 DM9927
 DM9927.No superseded survey control is available for this station.
 DM9927
 DM9927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4400164556(NAD 83)
 DM9927
 DM9927_MARKER: I = METAL ROD
 DM9927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9927_STAMPING: 4801 K 2010
 DM9927_MARK LOGO: MNDT  
 DM9927_PROJECTION: RECESSED 5 CENTIMETERS
 DM9927_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9927+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2010
 DM9927_ROD/PIPE-DEPTH:  4.6 meters
 DM9927
 DM9927  HISTORY     - Date     Condition        Report By
 DM9927  HISTORY     - 20100505 MONUMENTED       MNDT
 DM9927  HISTORY     - 20100505 GOOD             MNDT
 DM9927
 DM9927                          STATION DESCRIPTION
 DM9927
 DM9927'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9927'THE MARK IS IN FORESTON, 0.4 MILE SOUTHWEST ALONG TRUNK HIGHWAY 23
 DM9927'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 14 IN FORESTON,
 DM9927'AT TRUNK HIGHWAY 23 MILEPOINT 231.85, 98.6 FEET SOUTHEAST OF TRUNK
 DM9927'HIGHWAY 23, 38.4 FEET EAST OF COUNTY ROAD 18 (150TH AVENUE), 23.0 FEET
 DM9927'SOUTH OF WITNESS POST.
 DM9927
 DM9927                          STATION RECOVERY (2010)
 DM9927
 DM9927'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 DM9927'RECOVERED AS DESCRIBED.
 DM9927' 
 DM9927'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9927'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9927'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9927'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2216 ***********************************************************************
 QO2216  DESIGNATION -  4802 A
 QO2216  PID         -  QO2216
 QO2216  STATE/COUNTY-  MN/MILLE LACS
 QO2216  COUNTRY     -  US
 QO2216  USGS QUAD   -  MILACA (1968)
 QO2216
 QO2216                         *CURRENT SURVEY CONTROL
 QO2216  ______________________________________________________________________
 QO2216* NAD 83(1986) POSITION- 45 45 39.     (N) 093 37 35.     (W)   SCALED    
 QO2216* NAVD 88 ORTHO HEIGHT -   326.687  (meters)    1071.81  (feet) ADJUSTED  
 QO2216  ______________________________________________________________________
 QO2216  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 QO2216  DYNAMIC HEIGHT  -        326.681 (meters)     1071.79  (feet) COMP
 QO2216  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 QO2216
 QO2216  VERT ORDER      -  SECOND    CLASS I
 QO2216
 QO2216.The horizontal coordinates were scaled from a topographic map and have
 QO2216.an estimated accuracy of +/- 6 seconds.
 QO2216.
 QO2216.The orthometric height was determined by differential leveling and
 QO2216.adjusted in June 1991.
 QO2216
 QO2216.The dynamic height is computed by dividing the NAVD 88
 QO2216.geopotential number by the normal gravity value computed on the
 QO2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2216.degrees latitude (g = 980.6199 gals.).
 QO2216
 QO2216.The modeled gravity was interpolated from observed gravity values.
 QO2216
 QO2216;                    North         East    Units  Estimated Accuracy
 QO2216;SPC MN C     -   184,760.      848,510.      MT  (+/- 180 meters Scaled)
 QO2216
 QO2216                          SUPERSEDED SURVEY CONTROL
 QO2216
 QO2216.No superseded survey control is available for this station.
 QO2216
 QO2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL512676(NAD 83)
 QO2216
 QO2216_MARKER: DB = BENCH MARK DISK
 QO2216_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QO2216+WITH SETTING: INFORMATION.
 QO2216_SP_SET: SHALLOW-SET METAL ROD
 QO2216_STAMPING: 4802 A 1985
 QO2216_MARK LOGO: MNDT  
 QO2216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2216
 QO2216  HISTORY     - Date     Condition        Report By
 QO2216  HISTORY     - 1985     MONUMENTED       MNDT
 QO2216
 QO2216                          STATION DESCRIPTION
 QO2216
 QO2216'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2216'1.2 MI ENE FROM MILACA.
 QO2216'THE MARK IS LOCATED ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE CITY OF
 QO2216'MILACA IN THE NORTHEAST 1/4 OF SECTION 30, T38N, R26W, 1.35 MILES
 QO2216'EAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2216'HIGHWAY 169 IN MILACA, 55.4 FEET SOUTH-SOUTHEAST OF AND ABOUT LEVEL
 QO2216'WITH THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 236.8, 19.0 FEET WEST
 QO2216'OF THE CENTER OF A FIELD ENTRANCE, 55.5 FEET WEST OF A LARGE ROCK,
 QO2216'1.0 FOOT NORTH OF A STEEL WITNESS POST AND IS AT THE EAST END OF A
 QO2216'ROW OF PINE TREES.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL
 QO2216'CONTROL MONUMENT DISK STAMPED---4802 A 1985, IS FASTENED TO THE TOP
 QO2216'OF A DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY 9 FOOT LONG ALUMINUM
 QO2216'ALLOY ROD AND PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  A
 QO2216'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2217 ***********************************************************************
 QO2217  DESIGNATION -  4802 B
 QO2217  PID         -  QO2217
 QO2217  STATE/COUNTY-  MN/MILLE LACS
 QO2217  COUNTRY     -  US
 QO2217  USGS QUAD   -  BOCK (1968)
 QO2217
 QO2217                         *CURRENT SURVEY CONTROL
 QO2217  ______________________________________________________________________
 QO2217* NAD 83(1986) POSITION- 45 45 57.     (N) 093 36 50.     (W)   SCALED    
 QO2217* NAVD 88 ORTHO HEIGHT -   326.693  (meters)    1071.83  (feet) ADJUSTED  
 QO2217  ______________________________________________________________________
 QO2217  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 QO2217  DYNAMIC HEIGHT  -        326.687 (meters)     1071.81  (feet) COMP
 QO2217  MODELED GRAVITY -    980,590.0   (mgal)                       NAVD 88
 QO2217
 QO2217  VERT ORDER      -  SECOND    CLASS I
 QO2217
 QO2217.The horizontal coordinates were scaled from a topographic map and have
 QO2217.an estimated accuracy of +/- 6 seconds.
 QO2217.
 QO2217.The orthometric height was determined by differential leveling and
 QO2217.adjusted in June 1991.
 QO2217
 QO2217.The dynamic height is computed by dividing the NAVD 88
 QO2217.geopotential number by the normal gravity value computed on the
 QO2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2217.degrees latitude (g = 980.6199 gals.).
 QO2217
 QO2217.The modeled gravity was interpolated from observed gravity values.
 QO2217
 QO2217;                    North         East    Units  Estimated Accuracy
 QO2217;SPC MN C     -   185,320.      849,480.      MT  (+/- 180 meters Scaled)
 QO2217
 QO2217                          SUPERSEDED SURVEY CONTROL
 QO2217
 QO2217.No superseded survey control is available for this station.
 QO2217
 QO2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL522682(NAD 83)
 QO2217
 QO2217_MARKER: DB = BENCH MARK DISK
 QO2217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QO2217_SP_SET: BRIDGE HEADWALL
 QO2217_STAMPING: 4802 B 1985
 QO2217_MARK LOGO: MNDT  
 QO2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2217+STABILITY: SURFACE MOTION
 QO2217
 QO2217  HISTORY     - Date     Condition        Report By
 QO2217  HISTORY     - 1985     MONUMENTED       MNDT
 QO2217
 QO2217                          STATION DESCRIPTION
 QO2217
 QO2217'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2217'1.8 MI ENE FROM MILACA.
 QO2217'THE MARK IS LOCATED ABOUT 2 MILES EAST-NORTHEAST OF THE CITY OF
 QO2217'MILACA IN THE SOUTHWEST 1/4 OF SECTION 20, T38N, R26W, 2.1 MILES
 QO2217'EAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2217'HIGHWAY 169 IN MILACA, 15.9 FEET SOUTH OF AND ABOUT 0.5 FOOT HIGHER
 QO2217'THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 237.55 AND VANDELL
 QO2217'CREEK.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2217'DISK STAMPED---4802 B 1985---, IS CEMENTED IN A DRILL HOLE IN THE
 QO2217'HEADWALL AT THE SOUTHEAST CORNER OF A BRIDGE CARRYING HIGHWAY 23 OVER
 QO2217'VANDELL CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2218 ***********************************************************************
 QO2218  DESIGNATION -  4802 C
 QO2218  PID         -  QO2218
 QO2218  STATE/COUNTY-  MN/MILLE LACS
 QO2218  COUNTRY     -  US
 QO2218  USGS QUAD   -  BOCK (1968)
 QO2218
 QO2218                         *CURRENT SURVEY CONTROL
 QO2218  ______________________________________________________________________
 QO2218* NAD 83(2007) POSITION- 45 46 14.70245(N) 093 35 53.89271(W)   ADJUSTED  
 QO2218* NAD 83(2007) ELLIP HT-   300.737 (meters)        (07/18/11)   ADJUSTED
 QO2218* NAD 83(2007) EPOCH   -  2002.00
 QO2218* NAVD 88 ORTHO HEIGHT -   328.280  (meters)    1077.03  (feet) ADJUSTED  
 QO2218  ______________________________________________________________________
 QO2218  NAD 83(2007) X  -   -279,714.581 (meters)                     COMP
 QO2218  NAD 83(2007) Y  - -4,448,037.570 (meters)                     COMP
 QO2218  NAD 83(2007) Z  -  4,547,725.927 (meters)                     COMP
 QO2218  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC09
 QO2218  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 QO2218  DYNAMIC HEIGHT  -        328.275 (meters)     1077.02  (feet) COMP
 QO2218  MODELED GRAVITY -    980,590.9   (mgal)                       NAVD 88
 QO2218
 QO2218  HORZ ORDER      -  FIRST
 QO2218  VERT ORDER      -  SECOND    CLASS I
 QO2218  ELLP ORDER      -  FOURTH    CLASS I
 QO2218
 QO2218.The horizontal coordinates were established by GPS observations
 QO2218.and adjusted by the MN DEPT OF TRANSP in July 2011.
 QO2218
 QO2218.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO2218.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO2218
 QO2218.The horizontal coordinates are valid at the epoch date displayed above
 QO2218.which is a decimal equivalence of Year/Month/Day.
 QO2218
 QO2218.The orthometric height was determined by differential leveling and
 QO2218.adjusted in June 1991.
 QO2218
 QO2218.Photographs are available for this station.
 QO2218
 QO2218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO2218
 QO2218.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO2218
 QO2218.The ellipsoidal height was determined by GPS observations
 QO2218.and is referenced to NAD 83.
 QO2218
 QO2218.The dynamic height is computed by dividing the NAVD 88
 QO2218.geopotential number by the normal gravity value computed on the
 QO2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2218.degrees latitude (g = 980.6199 gals.).
 QO2218
 QO2218.The modeled gravity was interpolated from observed gravity values.
 QO2218
 QO2218. The following values were computed from the NAD 83(2007) position.
 QO2218
 QO2218;                    North         East     Units Scale Factor Converg.
 QO2218;SPC MN C     -   185,874.843   850,688.555   MT  0.99997018   +0 28 17.1
 QO2218;SPC MN C     -   609,824.38  2,790,967.37   sFT  0.99997018   +0 28 17.1
 QO2218;UTM  15      - 5,068,750.876   453,481.039   MT  0.99962660   -0 25 43.4
 QO2218
 QO2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO2218!SPC MN C     -   0.99995285  x   0.99997018  =   0.99992304
 QO2218!UTM  15      -   0.99995285  x   0.99962660  =   0.99957947
 QO2218
 QO2218|---------------------------------------------------------------------|
 QO2218| PID    Reference Object                     Distance      Geod. Az  |
 QO2218|                                                           dddmmss.s |
 QO2218| DM9940 HOLM                                177.634 METERS 00417     |
 QO2218|---------------------------------------------------------------------|
 QO2218
 QO2218                          SUPERSEDED SURVEY CONTROL
 QO2218
 QO2218  NAVD 88 (07/18/11)  328.28   (m)         1077.0    (f) LEVELING    3  
 QO2218
 QO2218.Superseded values are not recommended for survey control.
 QO2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO2218.See file dsdata.txt to determine how the superseded data were derived.
 QO2218
 QO2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5348168750(NAD 83)
 QO2218
 QO2218_MARKER: DV = VERTICAL CONTROL DISK
 QO2218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2218_SP_SET: ALUMINUM ALLOY ROD
 QO2218_STAMPING: 4802 C 1985
 QO2218_MARK LOGO: MNDT  
 QO2218_PROJECTION: PROJECTING 8 CENTIMETERS
 QO2218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO2218+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2218
 QO2218  HISTORY     - Date     Condition        Report By
 QO2218  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2218  HISTORY     - 20080625 GOOD             GEOCAC
 QO2218  HISTORY     - 20100421 GOOD             MNDT
 QO2218  HISTORY     - 20100421 GOOD             MNDT
 QO2218
 QO2218                          STATION DESCRIPTION
 QO2218
 QO2218'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2218'2.8 MI ENE FROM MILACA.
 QO2218'THE MARK IS LOCATED ABOUT 2-3/4 MILES EAST NORTHEAST OF THE CITY OF
 QO2218'MILACA IN THE SOUTHEAST 1/4 OF SECTION 20, T38N, R26W, 2.95 MILES
 QO2218'EAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2218'HIGHWAY 169 IN MILACA, 82.5 FEET SOUTH-SOUTHEAST OF AND 2 FEET LOWER
 QO2218'THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 238.4, 34.0 FEET WEST
 QO2218'OF THE CENTER OF COUNTY ROAD 144, 93.1 FEET NORTH OF A CONCRETE
 QO2218'RIGHT-OF-WAY POST, 2.2 FEET EAST OF A POWER POLE, AND 1.0 FOOT WEST
 QO2218'OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL
 QO2218'CONTROL MONUMENT DISK STAMPED---4802 C 1985---, IS FASTENED TO THE
 QO2218'TOP OF A DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY 12 FOOT LONG
 QO2218'ALUMINUM ALLOY ROD AND PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE
 QO2218'GROUND.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 QO2218
 QO2218                          STATION RECOVERY (2008)
 QO2218
 QO2218'RECOVERY NOTE BY GEOCACHING 2008
 QO2218'HH2 COORDINATES N45 46 14.8 W093 35 54.0.
 QO2218
 QO2218                          STATION RECOVERY (2010)
 QO2218
 QO2218'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2218'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 QO2218'THE MARK IS 2.87 MILES EAST-NORTHEAST OF MILACA, IN SOUTHWEST QUADRANT
 QO2218'OF JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 144 (90TH AVENUE),
 QO2218'2.95 MILES EAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM JUNCTION OF
 QO2218'TRUNK HIGHWAY 23 AND CENTRAL AVENUE IN MILACA, AT TRUNK HIGHWAY 23
 QO2218'MILEPOINT 238.4, 82.5 FEET SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 34.0
 QO2218'FEET WEST OF COUNTY ROAD 144, 93.1 FEET NORTH OF CONCRETE RIGHT-OF-WAY
 QO2218'POST, 2.2 FEET EAST OF POWER POLE, 1.0 FOOT WEST OF WITNESS POST.
 QO2218
 QO2218                          STATION RECOVERY (2010)
 QO2218
 QO2218'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2219 ***********************************************************************
 QO2219  DESIGNATION -  4802 D
 QO2219  PID         -  QO2219
 QO2219  STATE/COUNTY-  MN/MILLE LACS
 QO2219  COUNTRY     -  US
 QO2219  USGS QUAD   -  BOCK (1968)
 QO2219
 QO2219                         *CURRENT SURVEY CONTROL
 QO2219  ______________________________________________________________________
 QO2219* NAD 83(1986) POSITION- 45 46 28.79   (N) 093 35 18.39   (W)   HD_HELD1  
 QO2219* NAVD 88 ORTHO HEIGHT -   332.145  (meters)    1089.71  (feet) ADJUSTED  
 QO2219  ______________________________________________________________________
 QO2219  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 QO2219  DYNAMIC HEIGHT  -        332.140 (meters)     1089.70  (feet) COMP
 QO2219  MODELED GRAVITY -    980,591.5   (mgal)                       NAVD 88
 QO2219
 QO2219  VERT ORDER      -  SECOND    CLASS I
 QO2219
 QO2219.The horizontal coordinates were established by differentially corrected
 QO2219.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2219.
 QO2219.The orthometric height was determined by differential leveling and
 QO2219.adjusted in June 1991.
 QO2219
 QO2219.Photographs are available for this station.
 QO2219
 QO2219.The dynamic height is computed by dividing the NAVD 88
 QO2219.geopotential number by the normal gravity value computed on the
 QO2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2219.degrees latitude (g = 980.6199 gals.).
 QO2219
 QO2219.The modeled gravity was interpolated from observed gravity values.
 QO2219
 QO2219;                    North         East    Units  Estimated Accuracy
 QO2219;SPC MN C     -   186,316.1     851,452.0     MT  (+/- 3 meters HH1 GPS) 
 QO2219
 QO2219                          SUPERSEDED SURVEY CONTROL
 QO2219
 QO2219.No superseded survey control is available for this station.
 QO2219
 QO2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5425169179(NAD 83)
 QO2219
 QO2219_MARKER: DV = VERTICAL CONTROL DISK
 QO2219_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2219_SP_SET: ALUMINUM ALLOY ROD
 QO2219_STAMPING: 4802 D 1985
 QO2219_MARK LOGO: MNDT  
 QO2219_PROJECTION: FLUSH
 QO2219_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2219+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2219
 QO2219  HISTORY     - Date     Condition        Report By
 QO2219  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2219  HISTORY     - 20100421 GOOD             MNDT
 QO2219
 QO2219                          STATION DESCRIPTION
 QO2219
 QO2219'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2219'3.2 MI ENE FROM MILACA.
 QO2219'THE MARK IS LOCATED ABOUT 3-1/4 MILES EAST-NORTHEAST OF THE CITY OF
 QO2219'MILACA IN THE NORTHWEST 1/4 OF SECTION 21, T38N, R26W, 3.5 MILES
 QO2219'EAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2219'HIGHWAY 169 IN MILACA, 49.8 FEET NORTH-NORTHWEST OF AND ABOUT LEVEL
 QO2219'WITH THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT 238.95, 22.3 FEET
 QO2219'WEST-SOUTHWEST OF A 8 INCH POPLAR TREE, AND 1.0 FOOT EAST OF A STEEL
 QO2219'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 QO2219'MONUMENT DISK STAMPED---4802 D 1985---, IS FASTENED TO THE TOP OF A
 QO2219'DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY 15 FOOT LONG ALUMINUM ALLOY
 QO2219'ROD AND IS 0.2 FOOT LOWER THAN THE SURFACE OF THE GROUND.  A MAGNET
 QO2219'IN THE DISK MAKES THE MARK MAGNETIC.
 QO2219
 QO2219                          STATION RECOVERY (2010)
 QO2219
 QO2219'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2219'THE MARK IS 3.41 MI (5.5 KM) EAST-NORTHEAST OF MILACA.
 QO2219' 
 QO2219'TO REACH THE MARK GO 3.5 MI (5.6 KM) EAST-NORTHEAST ALONG TRUNK
 QO2219'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND CENTRAL AVENUE IN
 QO2219'MILACA, AT TRUNK HIGHWAY 23 MILE POINT 238.95.
 QO2219' 
 QO2219'IT IS 68.0 FT (20.7 M) WEST OF A FIELD ENTRANCE, 49.8 FT (15.2 M)
 QO2219'NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 1.0 FT (0.3 M) EAST OF A WITNESS
 QO2219'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2220 ***********************************************************************
 QO2220  DESIGNATION -  4802 E
 QO2220  PID         -  QO2220
 QO2220  STATE/COUNTY-  MN/MILLE LACS
 QO2220  COUNTRY     -  US
 QO2220  USGS QUAD   -  BOCK (1968)
 QO2220
 QO2220                         *CURRENT SURVEY CONTROL
 QO2220  ______________________________________________________________________
 QO2220* NAD 83(1986) POSITION- 45 46 57.68   (N) 093 33 54.87   (W)   HD_HELD1  
 QO2220* NAVD 88 ORTHO HEIGHT -   326.651  (meters)    1071.69  (feet) ADJUSTED  
 QO2220  ______________________________________________________________________
 QO2220  GEOID HEIGHT    -        -27.57  (meters)                     GEOID09
 QO2220  DYNAMIC HEIGHT  -        326.647 (meters)     1071.67  (feet) COMP
 QO2220  MODELED GRAVITY -    980,593.6   (mgal)                       NAVD 88
 QO2220
 QO2220  VERT ORDER      -  SECOND    CLASS I
 QO2220
 QO2220.The horizontal coordinates were established by differentially corrected
 QO2220.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2220.
 QO2220.The orthometric height was determined by differential leveling and
 QO2220.adjusted in June 1991.
 QO2220
 QO2220.Photographs are available for this station.
 QO2220
 QO2220.The dynamic height is computed by dividing the NAVD 88
 QO2220.geopotential number by the normal gravity value computed on the
 QO2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2220.degrees latitude (g = 980.6199 gals.).
 QO2220
 QO2220.The modeled gravity was interpolated from observed gravity values.
 QO2220
 QO2220;                    North         East    Units  Estimated Accuracy
 QO2220;SPC MN C     -   187,223.3     853,248.6     MT  (+/- 3 meters HH1 GPS) 
 QO2220
 QO2220                          SUPERSEDED SURVEY CONTROL
 QO2220
 QO2220.No superseded survey control is available for this station.
 QO2220
 QO2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5606170058(NAD 83)
 QO2220
 QO2220_MARKER: DV = VERTICAL CONTROL DISK
 QO2220_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QO2220_SP_SET: BOX CULVERT
 QO2220_STAMPING: 4802 E 1985
 QO2220_MARK LOGO: MNDT  
 QO2220_MAGNETIC: N = NO MAGNETIC MATERIAL
 QO2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO2220+STABILITY: SURFACE MOTION
 QO2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2220+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2220
 QO2220  HISTORY     - Date     Condition        Report By
 QO2220  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2220  HISTORY     - 20100421 GOOD             MNDT
 QO2220
 QO2220                          STATION DESCRIPTION
 QO2220
 QO2220'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2220'4.8 MI ENE FROM MILACA.
 QO2220'THE MARK IS LOCATED ABOUT 4-3/4 MILES EAST-NORTHEAST OF THE CITY OF
 QO2220'MILACA IN THE SOUTHEAST 1/4 OF SECTION 15, T38N, R26W, 4.8 MILES
 QO2220'EAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2220'HIGHWAY 169 IN MILACA, AT A BOX CULVERT, 21.1 FEET SOUTH-SOUTHEAST OF
 QO2220'AND ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT
 QO2220'240.2.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT
 QO2220'DISK STAMPED---4802 E 1985---, IS CEMENTED IN A DRILL HOLE IN THE
 QO2220'HEADWALL AT THE SOUTHEAST CORNER OF A BOX CULVERT.
 QO2220
 QO2220                          STATION RECOVERY (2010)
 QO2220
 QO2220'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2220'THE MARK IS 4.66 MI (7.5 KM) EAST-NORTHEAST OF MILACA.
 QO2220' 
 QO2220'TO REACH THE MARK GO 4.7 MI (7.6 KM) EAST-NORTHEAST ALONG TRUNK
 QO2220'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND CENTRAL AVENUE IN
 QO2220'MILACA, AT TRUNK HIGHWAY 23 MILE POINT 240.2, IN THE TOP OF THE
 QO2220'SOUTHEAST CORNER OF TRUNK HIGHWAY 23 CULVERT.
 QO2220' 
 QO2220'IT IS 21.1 FT (6.4 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2221 ***********************************************************************
 QO2221  DESIGNATION -  4802 F
 QO2221  PID         -  QO2221
 QO2221  STATE/COUNTY-  MN/MILLE LACS
 QO2221  COUNTRY     -  US
 QO2221  USGS QUAD   -  BOCK (1968)
 QO2221
 QO2221                         *CURRENT SURVEY CONTROL
 QO2221  ______________________________________________________________________
 QO2221* NAD 83(1986) POSITION- 45 47 18.40   (N) 093 32 53.24   (W)   HD_HELD1  
 QO2221* NAVD 88 ORTHO HEIGHT -   325.700  (meters)    1068.57  (feet) ADJUSTED  
 QO2221  ______________________________________________________________________
 QO2221  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO2221  DYNAMIC HEIGHT  -        325.697 (meters)     1068.56  (feet) COMP
 QO2221  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 QO2221
 QO2221  VERT ORDER      -  SECOND    CLASS I
 QO2221
 QO2221.The horizontal coordinates were established by differentially corrected
 QO2221.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2221.
 QO2221.The orthometric height was determined by differential leveling and
 QO2221.adjusted in June 1991.
 QO2221
 QO2221.Photographs are available for this station.
 QO2221
 QO2221.The dynamic height is computed by dividing the NAVD 88
 QO2221.geopotential number by the normal gravity value computed on the
 QO2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2221.degrees latitude (g = 980.6199 gals.).
 QO2221
 QO2221.The modeled gravity was interpolated from observed gravity values.
 QO2221
 QO2221;                    North         East    Units  Estimated Accuracy
 QO2221;SPC MN C     -   187,874.7     854,574.1     MT  (+/- 3 meters HH1 GPS) 
 QO2221
 QO2221                          SUPERSEDED SURVEY CONTROL
 QO2221
 QO2221.No superseded survey control is available for this station.
 QO2221
 QO2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5739670688(NAD 83)
 QO2221
 QO2221_MARKER: DV = VERTICAL CONTROL DISK
 QO2221_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2221_SP_SET: ALUMINUM ALLOY ROD
 QO2221_STAMPING: 4802 F 1985
 QO2221_MARK LOGO: MNDT  
 QO2221_PROJECTION: RECESSED 5 CENTIMETERS
 QO2221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2221+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2221
 QO2221  HISTORY     - Date     Condition        Report By
 QO2221  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2221  HISTORY     - 20050925 GOOD             USPSQD
 QO2221  HISTORY     - 20100421 GOOD             MNDT
 QO2221
 QO2221                          STATION DESCRIPTION
 QO2221
 QO2221'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2221'6.5 MI WSW FROM OGILVIE.
 QO2221'THE MARK IS LOCATED ABOUT 6-1/2 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2221'OGILVILE IN THE NORTHWEST 1/4 OF SECTION 14, T38N, R26W, 6.4 MILES
 QO2221'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2221'HIGHWAY 47 NEAR THE WEST EDGE OF OGILVIE, OR 5.7 MILES
 QO2221'EEAST-NORTHEAST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2221'HIGHWAY 169 IN THE CITY OF MILACA, 87.8 FEET SOUTH-SOUTHEAST OF AND
 QO2221'ABOUT 2 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT
 QO2221'241.1, 19.5 FEET SOUTH OF A 20 INCH PINE TREE (WEST 1 OF 2), 7.0 FEET
 QO2221'WEST OF AN 8 INCH BIRCH TREE, 2.0 FEET NORTH OF A FENCE LINE, AND 1.0
 QO2221'FOOT EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD ALUMINUM
 QO2221'MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---4802 F 1985---, IS
 QO2221'FASTENED TO THE TOP OF A DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY 10
 QO2221'FOOT LONG ALUMINUM ALLOY ROD AND IS 0.2 FOOT LOWER THAN THE SURFACE
 QO2221'OF THE GROUND.
 QO2221
 QO2221                          STATION RECOVERY (2005)
 QO2221
 QO2221'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHO)
 QO2221'RECOVERED IN GOOD CONDITION.
 QO2221
 QO2221                          STATION RECOVERY (2010)
 QO2221
 QO2221'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2221'THE MARK IS 0.42 MI (0.7 KM) NORTHEAST OF BOCK.
 QO2221' 
 QO2221'TO REACH THE MARK GO 0.4 MI (0.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 QO2221'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 110 IN BOCK, AT
 QO2221'TRUNK HIGHWAY 23 MILE POINT 241.1.
 QO2221' 
 QO2221'IT IS 87.8 FT (26.8 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 9.0 FT
 QO2221'(2.7 M) WEST OF ENTRANCE, 2.0 FT (0.6 M) NORTH OF A FENCE, 1.0 FT (0.3
 QO2221'M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2222 ***********************************************************************
 QO2222  DESIGNATION -  4802 G
 QO2222  PID         -  QO2222
 QO2222  STATE/COUNTY-  MN/MILLE LACS
 QO2222  COUNTRY     -  US
 QO2222  USGS QUAD   -  BOCK (1968)
 QO2222
 QO2222                         *CURRENT SURVEY CONTROL
 QO2222  ______________________________________________________________________
 QO2222* NAD 83(1986) POSITION- 45 47 34.49   (N) 093 32 09.92   (W)   HD_HELD1  
 QO2222* NAVD 88 ORTHO HEIGHT -   327.965  (meters)    1076.00  (feet) ADJUSTED  
 QO2222  ______________________________________________________________________
 QO2222  GEOID HEIGHT    -        -27.60  (meters)                     GEOID09
 QO2222  DYNAMIC HEIGHT  -        327.962 (meters)     1075.99  (feet) COMP
 QO2222  MODELED GRAVITY -    980,596.9   (mgal)                       NAVD 88
 QO2222
 QO2222  VERT ORDER      -  SECOND    CLASS I
 QO2222
 QO2222.The horizontal coordinates were established by differentially corrected
 QO2222.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2222.
 QO2222.The orthometric height was determined by differential leveling and
 QO2222.adjusted in June 1991.
 QO2222
 QO2222.Photographs are available for this station.
 QO2222
 QO2222.The dynamic height is computed by dividing the NAVD 88
 QO2222.geopotential number by the normal gravity value computed on the
 QO2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2222.degrees latitude (g = 980.6199 gals.).
 QO2222
 QO2222.The modeled gravity was interpolated from observed gravity values.
 QO2222
 QO2222;                    North         East    Units  Estimated Accuracy
 QO2222;SPC MN C     -   188,379.8     855,505.2     MT  (+/- 3 meters HH1 GPS) 
 QO2222
 QO2222                          SUPERSEDED SURVEY CONTROL
 QO2222
 QO2222.No superseded survey control is available for this station.
 QO2222
 QO2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5833471178(NAD 83)
 QO2222
 QO2222_MARKER: DV = VERTICAL CONTROL DISK
 QO2222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2222_SP_SET: ALUMINUM ALLOY ROD
 QO2222_STAMPING: 4802 G 1985
 QO2222_MARK LOGO: MNDT  
 QO2222_PROJECTION: FLUSH
 QO2222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2222+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2222
 QO2222  HISTORY     - Date     Condition        Report By
 QO2222  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2222  HISTORY     - 20100421 GOOD             MNDT
 QO2222
 QO2222                          STATION DESCRIPTION
 QO2222
 QO2222'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2222'5.8 MI WSW FROM OGILVIE.
 QO2222'THE MARK IS LOCATED ABOUT 5-3/4 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2222'OGILVIE IN THE SOUTHWEST 1/4 OF SECTION 12, T38N, R26W, 5.65 MILES
 QO2222'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2222'HIGHWAY 47 NEAR THE WEST EDGE OF OGILVIE, 62.8 FEET SOUTH-SOUTHEAST
 QO2222'OF AND ABOUT 4 FEET LOWER THAN THE CENTERLINE OF HIGHWAY 23 AT
 QO2222'MILEPOINT 241.75, 103.0 FEET NORTH OF THE CENTER OF COUNTY ROAD 124,
 QO2222'14.8 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY POST, AT THE WEST END
 QO2222'OF A ROW OF PINE TREES AND 1.0 FOOT EAST OF A STEEL WITNESS POST.
 QO2222'THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL MONUMENT DISK
 QO2222'STAMPED---4802 G 1985---, IS FASTENED TO THE TOP OF A DRIVEN (TO
 QO2222'REFUSAL) 3/4 INCH DIAMETER BY 30 FOOT LONG ALUMINUM ALLOY ROD AND
 QO2222'PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.  A MAGNET IN THE
 QO2222'DISK MAKES THE MARK MAGNETIC.
 QO2222
 QO2222                          STATION RECOVERY (2010)
 QO2222
 QO2222'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 QO2222'THE MARK IS 0.9 MI (1.4 KM) NORTHEAST OF BOCK.
 QO2222' 
 QO2222'TO REACH THE MARK GO 0.9 MI (1.4 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 QO2222'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 1 IN BOCK, AT
 QO2222'TRUNK HIGHWAY 23 MILE POINT 241.75.
 QO2222' 
 QO2222'IT IS 62.8 FT (19.1 M) SOUTH-SOUTHEAST OF TRUNK HIGHWAY 23, 14.8 FT
 QO2222'(4.5 M) NORTHWEST OF CONCRETE RIGHT-OF-WAY POST, 1.0 FT (0.3 M) EAST
 QO2222'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO2223 ***********************************************************************
 QO2223  DESIGNATION -  4802 H
 QO2223  PID         -  QO2223
 QO2223  STATE/COUNTY-  MN/MILLE LACS
 QO2223  COUNTRY     -  US
 QO2223  USGS QUAD   -  BOCK (1968)
 QO2223
 QO2223                         *CURRENT SURVEY CONTROL
 QO2223  ______________________________________________________________________
 QO2223* NAD 83(1986) POSITION- 45 47 50.77   (N) 093 31 27.72   (W)   HD_HELD1  
 QO2223* NAVD 88 ORTHO HEIGHT -   324.823  (meters)    1065.69  (feet) ADJUSTED  
 QO2223  ______________________________________________________________________
 QO2223  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 QO2223  DYNAMIC HEIGHT  -        324.821 (meters)     1065.68  (feet) COMP
 QO2223  MODELED GRAVITY -    980,598.6   (mgal)                       NAVD 88
 QO2223
 QO2223  VERT ORDER      -  SECOND    CLASS I
 QO2223
 QO2223.The horizontal coordinates were established by differentially corrected
 QO2223.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 QO2223.
 QO2223.The orthometric height was determined by differential leveling and
 QO2223.adjusted in June 1991.
 QO2223
 QO2223.Photographs are available for this station.
 QO2223
 QO2223.The dynamic height is computed by dividing the NAVD 88
 QO2223.geopotential number by the normal gravity value computed on the
 QO2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO2223.degrees latitude (g = 980.6199 gals.).
 QO2223
 QO2223.The modeled gravity was interpolated from observed gravity values.
 QO2223
 QO2223;                    North         East    Units  Estimated Accuracy
 QO2223;SPC MN C     -   188,890.6     856,412.0     MT  (+/- 3 meters HH1 GPS) 
 QO2223
 QO2223                          SUPERSEDED SURVEY CONTROL
 QO2223
 QO2223.No superseded survey control is available for this station.
 QO2223
 QO2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5924971675(NAD 83)
 QO2223
 QO2223_MARKER: DV = VERTICAL CONTROL DISK
 QO2223_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 QO2223_SP_SET: ALUMINUM ALLOY ROD
 QO2223_STAMPING: 4802 H 1985
 QO2223_MARK LOGO: MNDT  
 QO2223_PROJECTION: FLUSH
 QO2223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QO2223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO2223+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 QO2223
 QO2223  HISTORY     - Date     Condition        Report By
 QO2223  HISTORY     - 19850401 MONUMENTED       MNDT
 QO2223  HISTORY     - 20100421 GOOD             MNDT
 QO2223
 QO2223                          STATION DESCRIPTION
 QO2223
 QO2223'DESCRIBED BY MN DEPT OF TRANSP 1985
 QO2223'5.0 MI WSW FROM OGILVIE.
 QO2223'THE MARK IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF THE CITY OF
 QO2223'OGILVIE IN THE SOUTHEAST 1/4 OF SECTION 12, T38N, R26W, 5.0 MILES
 QO2223'WEST-SOUTHWEST ALONG TRUNK HIGHWAY 23 FROM ITS JUNCTION WITH TRUNK
 QO2223'HIGHWAY 47 ON THE WEST EDGE OF OGILVIE, 56.3 FEET NORTH-NORTHWEST OF
 QO2223'AND 1 FOOT HIGHER THAN THE CENTERLINE OF HIGHWAY 23 AT MILEPOINT
 QO2223'242.4, 30.0 FEET EAST-NORTHEAST OF THE CENTER OF AN ENTRANCE, 15.2
 QO2223'FEET EAST-NORTHEAST OF A WOODEN SIGN POST, 5.5 FEET NORTH-NORTHWEST
 QO2223'OF A TELEPHONE CABLE MARKER SIGN POST, AND 1.0 FOOT SOUTH OF A STEEL
 QO2223'WITNESS POST.  THE MARK, A STANDARD ALUMINUM MNDT VERTICAL CONTROL
 QO2223'MONUMENT DISK STAMPED---4802 H 1985---, IS FASTENED TO THE TOP OF A
 QO2223'DRIVEN (TO REFUSAL) 3/4 INCH DIAMETER BY 19 FOOT LONG ALUMINUM ALLOY
 QO2223'ROD AND IS FLUSH WITH THE SURFACE OF THE GROUND.  A MAGNET IN THE
 QO2223'DISK MAKES THE MARK MAGNETIC.
 QO2223
 QO2223                          STATION RECOVERY (2010)
 QO2223
 QO2223'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 QO2223'THE MARK IS 1.59 MI (2.6 KM) NORTHEAST OF BOCK.
 QO2223' 
 QO2223'TO REACH THE MARK GO 1.6 MI (2.6 KM) NORTHEAST ALONG TRUNK HIGHWAY 23
 QO2223'FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 1 IN BOCK, AT
 QO2223'TRUNK HIGHWAY 23 MILE POINT 242.4.
 QO2223' 
 QO2223'IT IS 56.3 FT (17.2 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 23, 30.0 FT
 QO2223'(9.1 M) EAST-NORTHEAST OF DRIVEWAY NUMBER 5428, 1.0 FT (0.3 M) SOUTH
 QO2223'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9928 ***********************************************************************
 DM9928  DESIGNATION -  4802 J
 DM9928  PID         -  DM9928
 DM9928  STATE/COUNTY-  MN/MILLE LACS
 DM9928  COUNTRY     -  US
 DM9928  USGS QUAD   -  BOCK (1968)
 DM9928
 DM9928                         *CURRENT SURVEY CONTROL
 DM9928  ______________________________________________________________________
 DM9928* NAD 83(2007) POSITION- 45 45 50.21306(N) 093 37 08.04640(W)   ADJUSTED  
 DM9928* NAD 83(2007) ELLIP HT-   297.958 (meters)        (07/18/11)   ADJUSTED
 DM9928* NAD 83(2007) EPOCH   -  2002.00
 DM9928* NAVD 88 ORTHO HEIGHT -   325.49   (meters)    1067.9   (feet) LEVELING  
 DM9928  ______________________________________________________________________
 DM9928  GEOID HEIGHT    -        -27.53  (meters)                     GEOID09
 DM9928  NAD 83(2007) X  -   -281,347.738 (meters)                     COMP
 DM9928  NAD 83(2007) Y  - -4,448,475.480 (meters)                     COMP
 DM9928  NAD 83(2007) Z  -  4,547,196.484 (meters)                     COMP
 DM9928  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DM9928  HORZ ORDER      -  FIRST
 DM9928  VERT ORDER      -  THIRD
 DM9928  ELLP ORDER      -  FOURTH    CLASS I
 DM9928
 DM9928.The horizontal coordinates were established by GPS observations
 DM9928.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9928
 DM9928.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9928.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9928
 DM9928.The horizontal coordinates are valid at the epoch date displayed above
 DM9928.which is a decimal equivalence of Year/Month/Day.
 DM9928
 DM9928.The orthometric height was determined by differential leveling.
 DM9928.The vertical network tie was performed by a horz. field party for horz.
 DM9928.obs reductions. Reset procedures were used to establish the elevation.
 DM9928
 DM9928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9928
 DM9928.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9928
 DM9928.The ellipsoidal height was determined by GPS observations
 DM9928.and is referenced to NAD 83.
 DM9928
 DM9928. The following values were computed from the NAD 83(2007) position.
 DM9928
 DM9928;                    North         East     Units Scale Factor Converg.
 DM9928;SPC MN C     -   185,105.827   849,092.494   MT  0.99997134   +0 27 23.5
 DM9928;SPC MN C     -   607,301.37  2,785,730.96   sFT  0.99997134   +0 27 23.5
 DM9928;UTM  15      - 5,068,007.282   451,873.648   MT  0.99962847   -0 26 36.4
 DM9928
 DM9928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9928!SPC MN C     -   0.99995329  x   0.99997134  =   0.99992463
 DM9928!UTM  15      -   0.99995329  x   0.99962847  =   0.99958178
 DM9928
 DM9928                          SUPERSEDED SURVEY CONTROL
 DM9928
 DM9928.No superseded survey control is available for this station.
 DM9928
 DM9928_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5187368007(NAD 83)
 DM9928
 DM9928_MARKER: I = METAL ROD
 DM9928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9928_STAMPING: 4802 J 2010
 DM9928_MARK LOGO: MNDT  
 DM9928_PROJECTION: RECESSED 8 CENTIMETERS
 DM9928_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9928+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DM9928_ROD/PIPE-DEPTH:  9.1 meters
 DM9928
 DM9928  HISTORY     - Date     Condition        Report By
 DM9928  HISTORY     - 20100505 MONUMENTED       MNDT
 DM9928  HISTORY     - 20100504 GOOD             MNDT
 DM9928
 DM9928                          STATION DESCRIPTION
 DM9928
 DM9928'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9928'THE MARK IS 1.0 MILE NORTHEAST OF MILACA, 0.9 MILE NORTHEAST ALONG
 DM9928'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND NORTHBOUND
 DM9928'TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 23 MILEPOINT 237.30, 89.8 FEET
 DM9928'NORTHWEST OF TRUNK HIGHWAY 23, 51.4 FEET WEST OF COUNTY ROAD 101, 11.9
 DM9928'FEET SOUTHWEST OF CABLE PEDESTAL NUMBER BB2, 10.9 FEET SOUTHEAST OF
 DM9928'OLD RAILROAD GRADE, 1.8 FEET SOUTHWEST OF WITNESS POST.
 DM9928
 DM9928                          STATION RECOVERY (2010)
 DM9928
 DM9928'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 DM9928'RECOVERED AS DESCRIBED.
 DM9928' 
 DM9928'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9928'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9928'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9928'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM9929 ***********************************************************************
 DM9929  DESIGNATION -  4802 K
 DM9929  PID         -  DM9929
 DM9929  STATE/COUNTY-  MN/MILLE LACS
 DM9929  COUNTRY     -  US
 DM9929  USGS QUAD   -  BOCK (1968)
 DM9929
 DM9929                         *CURRENT SURVEY CONTROL
 DM9929  ______________________________________________________________________
 DM9929* NAD 83(2007) POSITION- 45 46 43.20773(N) 093 34 38.76688(W)   ADJUSTED  
 DM9929* NAD 83(2007) ELLIP HT-   303.103 (meters)        (07/18/11)   ADJUSTED
 DM9929* NAD 83(2007) EPOCH   -  2002.00
 DM9929* NAVD 88 ORTHO HEIGHT -   330.67   (meters)    1084.9   (feet) LEVELING  
 DM9929  ______________________________________________________________________
 DM9929  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DM9929  NAD 83(2007) X  -   -278,055.246 (meters)                     COMP
 DM9929  NAD 83(2007) Y  - -4,447,511.333 (meters)                     COMP
 DM9929  NAD 83(2007) Z  -  4,548,341.488 (meters)                     COMP
 DM9929  LAPLACE CORR    -         -3.51  (seconds)                    DEFLEC09
 DM9929  HORZ ORDER      -  FIRST
 DM9929  VERT ORDER      -  THIRD
 DM9929  ELLP ORDER      -  FOURTH    CLASS I
 DM9929
 DM9929.The horizontal coordinates were established by GPS observations
 DM9929.and adjusted by the MN DEPT OF TRANSP in July 2011.
 DM9929
 DM9929.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM9929.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM9929
 DM9929.The horizontal coordinates are valid at the epoch date displayed above
 DM9929.which is a decimal equivalence of Year/Month/Day.
 DM9929
 DM9929.The orthometric height was determined by differential leveling.
 DM9929.The vertical network tie was performed by a horz. field party for horz.
 DM9929.obs reductions. Reset procedures were used to establish the elevation.
 DM9929
 DM9929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM9929
 DM9929.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM9929
 DM9929.The ellipsoidal height was determined by GPS observations
 DM9929.and is referenced to NAD 83.
 DM9929
 DM9929. The following values were computed from the NAD 83(2007) position.
 DM9929
 DM9929;                    North         East     Units Scale Factor Converg.
 DM9929;SPC MN C     -   186,768.430   852,304.166   MT  0.99996884   +0 29 11.5
 DM9929;SPC MN C     -   612,756.09  2,796,267.92   sFT  0.99996884   +0 29 11.5
 DM9929;UTM  15      - 5,069,618.670   455,109.931   MT  0.99962477   -0 24 49.8
 DM9929
 DM9929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM9929!SPC MN C     -   0.99995248  x   0.99996884  =   0.99992133
 DM9929!UTM  15      -   0.99995248  x   0.99962477  =   0.99957727
 DM9929
 DM9929                          SUPERSEDED SURVEY CONTROL
 DM9929
 DM9929.No superseded survey control is available for this station.
 DM9929
 DM9929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5510969618(NAD 83)
 DM9929
 DM9929_MARKER: I = METAL ROD
 DM9929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM9929_STAMPING: 4802 K 2010
 DM9929_MARK LOGO: MNDT  
 DM9929_PROJECTION: RECESSED 3 CENTIMETERS
 DM9929_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM9929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM9929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM9929+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2010
 DM9929_ROD/PIPE-DEPTH:  5.2 meters
 DM9929
 DM9929  HISTORY     - Date     Condition        Report By
 DM9929  HISTORY     - 20100504 MONUMENTED       MNDT
 DM9929  HISTORY     - 20100504 GOOD             MNDT
 DM9929
 DM9929                          STATION DESCRIPTION
 DM9929
 DM9929'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM9929'THE MARK IS 1.0 MILE SOUTHWEST OF BOCK, 1.35 MILES SOUTHWEST ALONG
 DM9929'TRUNK HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD
 DM9929'1, AT TRUNK HIGHWAY 23 MILEPOINT 239.55, 80.6 FEET NORTHWEST OF TRUNK
 DM9929'HIGHWAY 23, 79.2 FEET EAST OF 80TH AVENUE, 31.9 FEET SOUTHEAST OF OLD
 DM9929'RAILROAD GRADE, 1.4 FEET WEST OF WITNESS POST.
 DM9929
 DM9929                          STATION RECOVERY (2010)
 DM9929
 DM9929'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DM9929'RECOVERED AS DESCRIBED.
 DM9929' 
 DM9929'NOTE - THE STATION MARK CONSISTS OF A 3/4 INCH (19 MM) DIAMETER
 DM9929'ALUMINUM ROD DRIVEN TO REFUSAL WITH A STANDARD MNDT CONTROL MARK
 DM9929'REMOVABLE DISK SET ON A THREE FT (0.9 M) STABILIZER FIN SURROUNDED BY
 DM9929'A SIX-INCH PVC PIPE BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8212 ***********************************************************************
 AH8212  DESIGNATION -  4803 D
 AH8212  PID         -  AH8212
 AH8212  STATE/COUNTY-  MN/MILLE LACS
 AH8212  COUNTRY     -  US
 AH8212  USGS QUAD   -  ONAMIA (1968)
 AH8212
 AH8212                         *CURRENT SURVEY CONTROL
 AH8212  ______________________________________________________________________
 AH8212* NAD 83(1986) POSITION- 46 04 07.1    (N) 093 40 48.5    (W)   HD_HELD2  
 AH8212* NAVD 88 ORTHO HEIGHT -   383.610  (meters)    1258.56  (feet) ADJUSTED  
 AH8212  ______________________________________________________________________
 AH8212  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AH8212  DYNAMIC HEIGHT  -        383.616 (meters)     1258.58  (feet) COMP
 AH8212  MODELED GRAVITY -    980,617.9   (mgal)                       NAVD 88
 AH8212
 AH8212  VERT ORDER      -  SECOND    CLASS I
 AH8212
 AH8212.The horizontal coordinates were established by autonomous hand held GPS
 AH8212.observations and have an estimated accuracy of +/- 10 meters.
 AH8212.
 AH8212.The orthometric height was determined by differential leveling and
 AH8212.adjusted in August 2004.
 AH8212
 AH8212.Photographs are available for this station.
 AH8212
 AH8212.The dynamic height is computed by dividing the NAVD 88
 AH8212.geopotential number by the normal gravity value computed on the
 AH8212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8212.degrees latitude (g = 980.6199 gals.).
 AH8212
 AH8212.The modeled gravity was interpolated from observed gravity values.
 AH8212
 AH8212;                    North         East    Units  Estimated Accuracy
 AH8212;SPC MN C     -   218,933.      844,085.      MT  (+/- 10 meters HH2 GPS)
 AH8212
 AH8212                          SUPERSEDED SURVEY CONTROL
 AH8212
 AH8212.No superseded survey control is available for this station.
 AH8212
 AH8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4740001898(NAD 83)
 AH8212
 AH8212_MARKER: DD = SURVEY DISK
 AH8212_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8212_SP_SET: FOOTING OF STRUCTURE
 AH8212_STAMPING: 4803 D 1993
 AH8212_MARK LOGO: MNDT  
 AH8212_PROJECTION: FLUSH
 AH8212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8212+STABILITY: SURFACE MOTION
 AH8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8212+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8212
 AH8212  HISTORY     - Date     Condition        Report By
 AH8212  HISTORY     - 1993     MONUMENTED       MNDT
 AH8212  HISTORY     - 19930805 GOOD             MNDT
 AH8212  HISTORY     - 20000601 GOOD             MNDT
 AH8212  HISTORY     - 20050614 GOOD             MNDT
 AH8212
 AH8212                          STATION DESCRIPTION
 AH8212
 AH8212'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8212'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) WEST OF ONAMIA IN BRDG NO
 AH8212'6860, 0.65 MI (1.05 KM) WEST ALONG TH 27 FROM JCT OF TH 27 AND
 AH8212'BUSINESS TH 169, AT TH 27 MP 174.45, 24.0 FT (7.3 M) SOUTH OF TH 27,
 AH8212'AND 0.9 FT (27.4 CM) WEST OF THE EAST END OF A BOX CULVERT. NOTE--MARK
 AH8212'WAS SET IN 1955 UNSTAMPED.  RECOVERED AND STAMPED IN 1993.
 AH8212
 AH8212                          STATION RECOVERY (2000)
 AH8212
 AH8212'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AH8212'THE MARK WAS RECOVERED AS DESCRIBED.
 AH8212
 AH8212                          STATION RECOVERY (2005)
 AH8212
 AH8212'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8212'0.5 MILES WEST OF ONAMIA, 0.65 MILES WEST OF JUNCTION OF TRUNK HIGHWAY
 AH8212'27 AND BUSINESS TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF TRUNK
 AH8212'HIGHWAY 27 BOX CULVERT, 24.0 FEET SOUTH OF TRUNK HIGHWAY 27, AT TRUNK
 AH8212'HIGHWAY 27 MILEPOINT 174.45, 0.9 FEET WEST OF EAST END OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8214 ***********************************************************************
 AH8214  DESIGNATION -  4803 F
 AH8214  PID         -  AH8214
 AH8214  STATE/COUNTY-  MN/MILLE LACS
 AH8214  COUNTRY     -  US
 AH8214  USGS QUAD   -  ONAMIA (1968)
 AH8214
 AH8214                         *CURRENT SURVEY CONTROL
 AH8214  ______________________________________________________________________
 AH8214* NAD 83(2007) POSITION- 46 04 37.82602(N) 093 42 25.22933(W)   ADJUSTED  
 AH8214* NAD 83(2007) ELLIP HT-   358.880 (meters)        (08/05/10)   ADJUSTED
 AH8214* NAD 83(2007) EPOCH   -  2002.00
 AH8214* NAVD 88 ORTHO HEIGHT -   386.077  (meters)    1266.65  (feet) ADJUSTED  
 AH8214  ______________________________________________________________________
 AH8214  NAD 83(2007) X  -   -286,573.667 (meters)                     COMP
 AH8214  NAD 83(2007) Y  - -4,423,120.700 (meters)                     COMP
 AH8214  NAD 83(2007) Z  -  4,571,460.682 (meters)                     COMP
 AH8214  LAPLACE CORR    -         -2.18  (seconds)                    DEFLEC09
 AH8214  GEOID HEIGHT    -        -27.19  (meters)                     GEOID09
 AH8214  DYNAMIC HEIGHT  -        386.083 (meters)     1266.67  (feet) COMP
 AH8214  MODELED GRAVITY -    980,618.0   (mgal)                       NAVD 88
 AH8214
 AH8214  HORZ ORDER      -  FIRST
 AH8214  VERT ORDER      -  SECOND    CLASS I
 AH8214  ELLP ORDER      -  THIRD     CLASS II
 AH8214
 AH8214.The horizontal coordinates were established by GPS observations
 AH8214.and adjusted by the National Geodetic Survey in August 2010.
 AH8214
 AH8214.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8214.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8214
 AH8214.The horizontal coordinates are valid at the epoch date displayed above
 AH8214.which is a decimal equivalence of Year/Month/Day.
 AH8214
 AH8214.The orthometric height was determined by differential leveling and
 AH8214.adjusted in August 2004.
 AH8214
 AH8214.Photographs are available for this station.
 AH8214
 AH8214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8214
 AH8214.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8214
 AH8214.The ellipsoidal height was determined by GPS observations
 AH8214.and is referenced to NAD 83.
 AH8214
 AH8214.The dynamic height is computed by dividing the NAVD 88
 AH8214.geopotential number by the normal gravity value computed on the
 AH8214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8214.degrees latitude (g = 980.6199 gals.).
 AH8214
 AH8214.The modeled gravity was interpolated from observed gravity values.
 AH8214
 AH8214. The following values were computed from the NAD 83(2007) position.
 AH8214
 AH8214;                    North         East     Units Scale Factor Converg.
 AH8214;SPC MN C     -   219,867.422   842,000.243   MT  0.99993209   +0 23 34.1
 AH8214;SPC MN C     -   721,348.37  2,762,462.46   sFT  0.99993209   +0 23 34.1
 AH8214;UTM  15      - 5,102,865.052   445,330.934   MT  0.99963674   -0 30 33.3
 AH8214
 AH8214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8214!SPC MN C     -   0.99994374  x   0.99993209  =   0.99987584
 AH8214!UTM  15      -   0.99994374  x   0.99963674  =   0.99958050
 AH8214
 AH8214:                Primary Azimuth Mark                     Grid Az
 AH8214:SPC MN C     -  4803 G                                   264 24 04.3
 AH8214:UTM  15      -  4803 G                                   265 18 11.7
 AH8214
 AH8214|---------------------------------------------------------------------|
 AH8214| PID    Reference Object                     Distance      Geod. Az  |
 AH8214|                                                           dddmmss.s |
 AH8214| AH8215 4803 G                              APPROX. 0.9 KM 2644738.4 |
 AH8214|---------------------------------------------------------------------|
 AH8214
 AH8214                          SUPERSEDED SURVEY CONTROL
 AH8214
 AH8214  NAD 83(1996)-  46 04 37.82578(N)    093 42 25.22910(W) AD(       ) 1
 AH8214  ELLIP H (01/20/06)  358.920  (m)                       GP(       ) 3 2
 AH8214  NAVD 88 (01/20/06)  386.08   (m)         1266.7    (f) LEVELING    3  
 AH8214
 AH8214.Superseded values are not recommended for survey control.
 AH8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8214.See file dsdata.txt to determine how the superseded data were derived.
 AH8214
 AH8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4533002865(NAD 83)
 AH8214
 AH8214_MARKER: DV = VERTICAL CONTROL DISK
 AH8214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8214_STAMPING: 4803 F 1993
 AH8214_MARK LOGO: MNDT  
 AH8214_PROJECTION: FLUSH
 AH8214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8214+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8214_ROD/PIPE-DEPTH: 21.3 meters
 AH8214
 AH8214  HISTORY     - Date     Condition        Report By
 AH8214  HISTORY     - 1993     MONUMENTED       MNDT
 AH8214  HISTORY     - 20050614 GOOD             MNDT
 AH8214
 AH8214                          STATION DESCRIPTION
 AH8214
 AH8214'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8214'THE MARK IS LOCATED ABOUT 1.75 MI (2.82 KM) WNW OF ONAMIA, 2.05 MI
 AH8214'(3.30 KM) WNW ALONG TH 27 FROM JCT OF TH 27 AND BUSINESS TH 169, AT TH
 AH8214'27 MP 173.05, 57.5 FT (17.5 M) NORTH OF TH 27, 7.0 FT (2.1 M) EAST OF
 AH8214'AN ENT, 24.3 FT (7.4 M) NW OF A P-POLE, 2.0 FT (0.6 M) SOUTH OF THE
 AH8214'EAST GATE POST, AND 2.5 FT (0.8 M) SW OF A WIT POST.
 AH8214
 AH8214                          STATION RECOVERY (2005)
 AH8214
 AH8214'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8214'1.75 MILES WEST-NORTHWEST OF ONAMIA, 2.05 MILES WEST-NORTHWEST OF JUNC
 AH8214'TION OF TRUNK HIGHWAY 27 AND BUSINESS TRUNK HIGHWAY 169, AT TRUNK HIGH
 AH8214'WAY 27 MILEPOINT 173.05, 57.5 FEET NORTH OF TRUNK HIGHWAY 27, 7.0 FEET
 AH8214'EAST OF ENTRANCE, 24.3 FEET NORTHWEST OF POWER POLE, 2.5 FEET SOUTHWE
 AH8214'ST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8215 ***********************************************************************
 AH8215  DESIGNATION -  4803 G
 AH8215  PID         -  AH8215
 AH8215  STATE/COUNTY-  MN/MILLE LACS
 AH8215  COUNTRY     -  US
 AH8215  USGS QUAD   -  ONAMIA (1968)
 AH8215
 AH8215                         *CURRENT SURVEY CONTROL
 AH8215  ______________________________________________________________________
 AH8215* NAD 83(2007) POSITION- 46 04 35.22355(N) 093 43 06.23929(W)   ADJUSTED  
 AH8215* NAD 83(2007) ELLIP HT-   358.420 (meters)        (08/05/10)   ADJUSTED
 AH8215* NAD 83(2007) EPOCH   -  2002.00
 AH8215* NAVD 88 ORTHO HEIGHT -   385.620  (meters)    1265.15  (feet) ADJUSTED  
 AH8215  ______________________________________________________________________
 AH8215  NAD 83(2007) X  -   -287,456.807 (meters)                     COMP
 AH8215  NAD 83(2007) Y  - -4,423,121.074 (meters)                     COMP
 AH8215  NAD 83(2007) Z  -  4,571,404.607 (meters)                     COMP
 AH8215  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC09
 AH8215  GEOID HEIGHT    -        -27.18  (meters)                     GEOID09
 AH8215  DYNAMIC HEIGHT  -        385.626 (meters)     1265.17  (feet) COMP
 AH8215  MODELED GRAVITY -    980,617.8   (mgal)                       NAVD 88
 AH8215
 AH8215  HORZ ORDER      -  FIRST
 AH8215  VERT ORDER      -  SECOND    CLASS I
 AH8215  ELLP ORDER      -  THIRD     CLASS II
 AH8215
 AH8215.The horizontal coordinates were established by GPS observations
 AH8215.and adjusted by the National Geodetic Survey in August 2010.
 AH8215
 AH8215.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8215.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8215
 AH8215.The horizontal coordinates are valid at the epoch date displayed above
 AH8215.which is a decimal equivalence of Year/Month/Day.
 AH8215
 AH8215.The orthometric height was determined by differential leveling and
 AH8215.adjusted in August 2004.
 AH8215
 AH8215.Photographs are available for this station.
 AH8215
 AH8215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8215
 AH8215.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8215
 AH8215.The ellipsoidal height was determined by GPS observations
 AH8215.and is referenced to NAD 83.
 AH8215
 AH8215.The dynamic height is computed by dividing the NAVD 88
 AH8215.geopotential number by the normal gravity value computed on the
 AH8215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8215.degrees latitude (g = 980.6199 gals.).
 AH8215
 AH8215.The modeled gravity was interpolated from observed gravity values.
 AH8215
 AH8215. The following values were computed from the NAD 83(2007) position.
 AH8215
 AH8215;                    North         East     Units Scale Factor Converg.
 AH8215;SPC MN C     -   219,781.098   841,119.655   MT  0.99993215   +0 23 04.4
 AH8215;SPC MN C     -   721,065.15  2,759,573.40   sFT  0.99993215   +0 23 04.4
 AH8215;UTM  15      - 5,102,792.624   444,449.356   MT  0.99963793   -0 31 02.8
 AH8215
 AH8215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8215!SPC MN C     -   0.99994381  x   0.99993215  =   0.99987597
 AH8215!UTM  15      -   0.99994381  x   0.99963793  =   0.99958177
 AH8215
 AH8215:                Primary Azimuth Mark                     Grid Az
 AH8215:SPC MN C     -  4803 F                                   084 24 04.5
 AH8215:UTM  15      -  4803 F                                   085 18 11.7
 AH8215
 AH8215|---------------------------------------------------------------------|
 AH8215| PID    Reference Object                     Distance      Geod. Az  |
 AH8215|                                                           dddmmss.s |
 AH8215| AH8214 4803 F                              APPROX. 0.9 KM 0844708.9 |
 AH8215|---------------------------------------------------------------------|
 AH8215
 AH8215                          SUPERSEDED SURVEY CONTROL
 AH8215
 AH8215  NAD 83(1996)-  46 04 35.22330(N)    093 43 06.23909(W) AD(       ) 1
 AH8215  ELLIP H (01/20/06)  358.460  (m)                       GP(       ) 3 2
 AH8215  NAVD 88 (01/20/06)  385.62   (m)         1265.2    (f) LEVELING    3  
 AH8215
 AH8215.Superseded values are not recommended for survey control.
 AH8215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8215.See file dsdata.txt to determine how the superseded data were derived.
 AH8215
 AH8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4444902792(NAD 83)
 AH8215
 AH8215_MARKER: DV = VERTICAL CONTROL DISK
 AH8215_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8215_STAMPING: 4803 G 1993
 AH8215_MARK LOGO: MNDT  
 AH8215_PROJECTION: FLUSH
 AH8215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8215+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8215_ROD/PIPE-DEPTH:  4.9 meters
 AH8215
 AH8215  HISTORY     - Date     Condition        Report By
 AH8215  HISTORY     - 1993     MONUMENTED       MNDT
 AH8215  HISTORY     - 20050614 GOOD             MNDT
 AH8215
 AH8215                          STATION DESCRIPTION
 AH8215
 AH8215'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8215'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) WNW OF ONAMIA, 2.65 MI (4.26
 AH8215'KM) WNW ALONG TH 27 FROM JCT OF TH 27 AND BUSINESS TH 169, AT TH 27 MP
 AH8215'172.05, 250 FT (76.2 M) SOUTH OF TH 27, 29.0 FT (8.8 M) EAST OF AN
 AH8215'ENT, 1.9 FT (0.6 M) EAST OF A P-POLE, AND 2.0 FT (0.6 M) SE OF A WIT
 AH8215'POST.
 AH8215
 AH8215                          STATION RECOVERY (2005)
 AH8215
 AH8215'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8215'2.5 MILES WEST-NORTHWEST OF ONAMIA, 2.65 MILES WEST-NORTHWEST OF JUNCT
 AH8215'ION OF TRUNK HIGHWAY 27 AND BUSINESS TRUNK HIGHWAY 169, AT TRUNK HIGHW
 AH8215'AY 27 MILEPOINT 172.05, 250 FEET SOUTH OF TRUNK HIGHWAY 27, 29.0 FEET
 AH8215'EAST OF ENTRANCE, 1.9 FEET EAST OF POWER POLE, 2.0 FEET SOUTHEAST OF W
 AH8215'ITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8216 ***********************************************************************
 AH8216  DESIGNATION -  4803 H
 AH8216  PID         -  AH8216
 AH8216  STATE/COUNTY-  MN/MILLE LACS
 AH8216  COUNTRY     -  US
 AH8216  USGS QUAD   -  ONAMIA (1968)
 AH8216
 AH8216                         *CURRENT SURVEY CONTROL
 AH8216  ______________________________________________________________________
 AH8216* NAD 83(2007) POSITION- 46 04 37.43274(N) 093 44 46.80114(W)   ADJUSTED  
 AH8216* NAD 83(2007) ELLIP HT-   367.845 (meters)        (08/05/10)   ADJUSTED
 AH8216* NAD 83(2007) EPOCH   -  2002.00
 AH8216* NAVD 88 ORTHO HEIGHT -   394.996  (meters)    1295.92  (feet) ADJUSTED  
 AH8216  ______________________________________________________________________
 AH8216  NAD 83(2007) X  -   -289,610.428 (meters)                     COMP
 AH8216  NAD 83(2007) Y  - -4,422,937.899 (meters)                     COMP
 AH8216  NAD 83(2007) Z  -  4,571,458.715 (meters)                     COMP
 AH8216  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC09
 AH8216  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 AH8216  DYNAMIC HEIGHT  -        395.002 (meters)     1295.94  (feet) COMP
 AH8216  MODELED GRAVITY -    980,617.2   (mgal)                       NAVD 88
 AH8216
 AH8216  HORZ ORDER      -  FIRST
 AH8216  VERT ORDER      -  SECOND    CLASS I
 AH8216  ELLP ORDER      -  THIRD     CLASS II
 AH8216
 AH8216.The horizontal coordinates were established by GPS observations
 AH8216.and adjusted by the National Geodetic Survey in August 2010.
 AH8216
 AH8216.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8216.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8216
 AH8216.The horizontal coordinates are valid at the epoch date displayed above
 AH8216.which is a decimal equivalence of Year/Month/Day.
 AH8216
 AH8216.The orthometric height was determined by differential leveling and
 AH8216.adjusted in August 2004.
 AH8216
 AH8216.Photographs are available for this station.
 AH8216
 AH8216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8216
 AH8216.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8216
 AH8216.The ellipsoidal height was determined by GPS observations
 AH8216.and is referenced to NAD 83.
 AH8216
 AH8216.The dynamic height is computed by dividing the NAVD 88
 AH8216.geopotential number by the normal gravity value computed on the
 AH8216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8216.degrees latitude (g = 980.6199 gals.).
 AH8216
 AH8216.The modeled gravity was interpolated from observed gravity values.
 AH8216
 AH8216. The following values were computed from the NAD 83(2007) position.
 AH8216
 AH8216;                    North         East     Units Scale Factor Converg.
 AH8216;SPC MN C     -   219,835.182   838,958.548   MT  0.99993210   +0 21 51.6
 AH8216;SPC MN C     -   721,242.59  2,752,483.17   sFT  0.99993210   +0 21 51.6
 AH8216;UTM  15      - 5,102,880.694   442,290.001   MT  0.99964094   -0 32 15.3
 AH8216
 AH8216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8216!SPC MN C     -   0.99994234  x   0.99993210  =   0.99987444
 AH8216!UTM  15      -   0.99994234  x   0.99964094  =   0.99958330
 AH8216
 AH8216                          SUPERSEDED SURVEY CONTROL
 AH8216
 AH8216  NAD 83(1996)-  46 04 37.43247(N)    093 44 46.80080(W) AD(       ) 1
 AH8216  ELLIP H (01/20/06)  367.883  (m)                       GP(       ) 3 2
 AH8216  NAVD 88 (01/20/06)  395.00   (m)         1295.9    (f) LEVELING    3  
 AH8216
 AH8216.Superseded values are not recommended for survey control.
 AH8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8216.See file dsdata.txt to determine how the superseded data were derived.
 AH8216
 AH8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4229002880(NAD 83)
 AH8216
 AH8216_MARKER: DV = VERTICAL CONTROL DISK
 AH8216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8216_STAMPING: 4803 H 1993
 AH8216_MARK LOGO: MNDT  
 AH8216_PROJECTION: FLUSH
 AH8216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8216+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8216_ROD/PIPE-DEPTH:  3.0 meters
 AH8216
 AH8216  HISTORY     - Date     Condition        Report By
 AH8216  HISTORY     - 1993     MONUMENTED       MNDT
 AH8216  HISTORY     - 20050614 GOOD             MNDT
 AH8216
 AH8216                          STATION DESCRIPTION
 AH8216
 AH8216'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8216'THE MARK IS LOCATED ABOUT 3.75 MI (6.03 KM) WNW OF ONAMIA, 3.95 MI
 AH8216'(6.36 KM) WNW ALONG TH 27 FROM JCT OF TH 27 AND BUSINESS TH 169, AT TH
 AH8216'27 MP 171.2, 150 FT (45.7 M) SOUTH OF TH 27, 21.5 FT (6.6 M) WEST OF A
 AH8216'GRAVEL RD, 1.5 FT (0.5 M) WEST OF A P-POLE, AND 2.0 FT (0.6 M) SW OF A
 AH8216'WIT POST.
 AH8216
 AH8216                          STATION RECOVERY (2005)
 AH8216
 AH8216'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8216'3.75 MILES WEST-NORTHWEST OF ONAMIA, 3.95 MILES WEST-NORTHWEST OF JUNC
 AH8216'TION OF TRUNK HIGHWAY 27 AND BUSINESS TRUNK HIGHWAY 169, AT TRUNK HIGH
 AH8216'WAY 27 MILEPOINT 171.2, 150 FEET SOUTH OF TRUNK HIGHWAY 27, 21.5 FEET
 AH8216'WEST OF GRAVEL ROAD, 1.5 FEET WEST OF POWER POLE, 2.0 FEET SOUTHWEST O
 AH8216'F WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8218 ***********************************************************************
 AH8218  DESIGNATION -  4803 K
 AH8218  PID         -  AH8218
 AH8218  STATE/COUNTY-  MN/MILLE LACS
 AH8218  COUNTRY     -  US
 AH8218  USGS QUAD   -  HILLMAN SE (1968)
 AH8218
 AH8218                         *CURRENT SURVEY CONTROL
 AH8218  ______________________________________________________________________
 AH8218* NAD 83(1986) POSITION- 46 04 38.0    (N) 093 46 39.9    (W)   HD_HELD2  
 AH8218* NAVD 88 ORTHO HEIGHT -   396.224  (meters)    1299.94  (feet) ADJUSTED  
 AH8218  ______________________________________________________________________
 AH8218  GEOID HEIGHT    -        -27.14  (meters)                     GEOID09
 AH8218  DYNAMIC HEIGHT  -        396.229 (meters)     1299.96  (feet) COMP
 AH8218  MODELED GRAVITY -    980,616.6   (mgal)                       NAVD 88
 AH8218
 AH8218  VERT ORDER      -  SECOND    CLASS I
 AH8218
 AH8218.The horizontal coordinates were established by autonomous hand held GPS
 AH8218.observations and have an estimated accuracy of +/- 10 meters.
 AH8218.
 AH8218.The orthometric height was determined by differential leveling and
 AH8218.adjusted in August 2004.
 AH8218
 AH8218.Photographs are available for this station.
 AH8218
 AH8218.The dynamic height is computed by dividing the NAVD 88
 AH8218.geopotential number by the normal gravity value computed on the
 AH8218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8218.degrees latitude (g = 980.6199 gals.).
 AH8218
 AH8218.The modeled gravity was interpolated from observed gravity values.
 AH8218
 AH8218;                    North         East    Units  Estimated Accuracy
 AH8218;SPC MN C     -   219,838.      836,528.      MT  (+/- 10 meters HH2 GPS)
 AH8218
 AH8218                          SUPERSEDED SURVEY CONTROL
 AH8218
 AH8218.No superseded survey control is available for this station.
 AH8218
 AH8218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3986002921(NAD 83)
 AH8218
 AH8218_MARKER: DV = VERTICAL CONTROL DISK
 AH8218_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8218_STAMPING: 4803 K 1993
 AH8218_MARK LOGO: MNDT  
 AH8218_PROJECTION: FLUSH
 AH8218_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8218+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AH8218_ROD/PIPE-DEPTH: 11.9 meters
 AH8218
 AH8218  HISTORY     - Date     Condition        Report By
 AH8218  HISTORY     - 1993     MONUMENTED       MNDT
 AH8218  HISTORY     - 20050614 GOOD             MNDT
 AH8218
 AH8218                          STATION DESCRIPTION
 AH8218
 AH8218'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8218'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF ONAMIA, 5.5 MI (8.9
 AH8218'KM) WEST ALONG TH 27 FROM THE JCT OF TH 27 AND BUSINESS TH 169, AT TH
 AH8218'27 MP 169.65, 116 FT (35.4 M) SOUTH OF TH 27, 27.0 FT (8.2 M) WEST OF
 AH8218'AN ENT, 1.3 FT (0.4 M) WEST OF A P-POLE, 114.2 FT (34.8 M) NW OF THE
 AH8218'SW COR OF A HOUSE, AND 1.5 FT (0.5 M) SW OF A WIT POST.
 AH8218
 AH8218                          STATION RECOVERY (2005)
 AH8218
 AH8218'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8218'5.5 MILES WEST OF ONAMIA, 5.5 MILES WEST OF JUNCTION OF TRUNK HIGHWAY
 AH8218'27 AND BUSINESS TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8218'169.65, 116 FEET SOUTH OF TRUNK HIGHWAY 27, 27.0 FEET WEST OF
 AH8218'ENTRANCE, 1.3 FEET WEST OF POWER POLE, 114.2 FEET NORTHWEST OF
 AH8218'SOUTHWEST CORNER OF HOUSE, 1.5 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8581 ***********************************************************************
 AH8581  DESIGNATION -  4804 A
 AH8581  PID         -  AH8581
 AH8581  STATE/COUNTY-  MN/MILLE LACS
 AH8581  COUNTRY     -  US
 AH8581  USGS QUAD   -  ONAMIA (1968)
 AH8581
 AH8581                         *CURRENT SURVEY CONTROL
 AH8581  ______________________________________________________________________
 AH8581* NAD 83(1986) POSITION- 46 06 29.     (N) 093 37 25.     (W)   SCALED    
 AH8581* NAVD 88 ORTHO HEIGHT -   386.957  (meters)    1269.54  (feet) ADJUSTED  
 AH8581  ______________________________________________________________________
 AH8581  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 AH8581  DYNAMIC HEIGHT  -        386.963 (meters)     1269.56  (feet) COMP
 AH8581  MODELED GRAVITY -    980,618.4   (mgal)                       NAVD 88
 AH8581
 AH8581  VERT ORDER      -  SECOND    CLASS I
 AH8581
 AH8581.The horizontal coordinates were scaled from a topographic map and have
 AH8581.an estimated accuracy of +/- 6 seconds.
 AH8581.
 AH8581.The orthometric height was determined by differential leveling and
 AH8581.adjusted in August 2004.
 AH8581
 AH8581.The dynamic height is computed by dividing the NAVD 88
 AH8581.geopotential number by the normal gravity value computed on the
 AH8581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8581.degrees latitude (g = 980.6199 gals.).
 AH8581
 AH8581.The modeled gravity was interpolated from observed gravity values.
 AH8581
 AH8581;                    North         East    Units  Estimated Accuracy
 AH8581;SPC MN C     -   223,350.      848,420.      MT  (+/- 180 meters Scaled)
 AH8581
 AH8581                          SUPERSEDED SURVEY CONTROL
 AH8581
 AH8581.No superseded survey control is available for this station.
 AH8581
 AH8581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM518062(NAD 83)
 AH8581
 AH8581_MARKER: DD = SURVEY DISK
 AH8581_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8581_STAMPING: 4804 A 1995
 AH8581_MARK LOGO: MNDT  
 AH8581_PROJECTION: FLUSH
 AH8581_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8581+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8581_ROD/PIPE-DEPTH:  9.1 meters
 AH8581
 AH8581  HISTORY     - Date     Condition        Report By
 AH8581  HISTORY     - 1995     MONUMENTED       MNDT
 AH8581
 AH8581                          STATION DESCRIPTION
 AH8581
 AH8581'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8581'THE MARK IS LOCATED ABOUT 1/4 MI WEST OF COVE, 1.0 MI (1.6 KM) EAST
 AH8581'ALONG TH 27 FROM THE NORTH JCT OF TH 27 AND TH 169 ABOUT 3 MI (4.8 KM)
 AH8581'NORTH OF ONAMIA, AT TH 27 MP 179.25, 44.5 FT (13.6 M) SOUTH OF TH 27,
 AH8581'16.0 FT (4.9 M) WEST OF A DRIVEWAY, 2.0 FT (0.6 M) WEST OF A P-POLE,
 AH8581'AND 1.3 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5720 ***********************************************************************
 DM5720  DESIGNATION -  4804 B RESET
 DM5720  PID         -  DM5720
 DM5720  STATE/COUNTY-  MN/MILLE LACS
 DM5720  COUNTRY     -  US
 DM5720  USGS QUAD   -  WAHKON SOUTH (1968)
 DM5720
 DM5720                         *CURRENT SURVEY CONTROL
 DM5720  ______________________________________________________________________
 DM5720* NAD 83(2007) POSITION- 46 06 43.93423(N) 093 36 35.92822(W)   ADJUSTED  
 DM5720* NAD 83(2007) ELLIP HT-   360.543 (meters)        (02/11/11)   ADJUSTED
 DM5720* NAD 83(2007) EPOCH   -  2002.00
 DM5720* NAVD 88 ORTHO HEIGHT -   387.81   (meters)    1272.3   (feet) LEVELING  
 DM5720  ______________________________________________________________________
 DM5720  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 DM5720  NAD 83(2007) X  -   -278,906.308 (meters)                     COMP
 DM5720  NAD 83(2007) Y  - -4,420,800.857 (meters)                     COMP
 DM5720  NAD 83(2007) Z  -  4,574,162.192 (meters)                     COMP
 DM5720  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC09
 DM5720  HORZ ORDER      -  FIRST
 DM5720  VERT ORDER      -  THIRD ?
 DM5720  ELLP ORDER      -  FIRST     CLASS I
 DM5720
 DM5720.The horizontal coordinates were established by GPS observations
 DM5720.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5720
 DM5720.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5720.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5720
 DM5720.The horizontal coordinates are valid at the epoch date displayed above
 DM5720.which is a decimal equivalence of Year/Month/Day.
 DM5720
 DM5720.The orthometric height was determined by differential leveling.
 DM5720.The vertical network tie was performed by a horz. field party for horz.
 DM5720.obs reductions. Reset procedures were used to establish the elevation.
 DM5720
 DM5720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5720
 DM5720.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5720
 DM5720.The ellipsoidal height was determined by GPS observations
 DM5720.and is referenced to NAD 83.
 DM5720
 DM5720. The following values were computed from the NAD 83(2007) position.
 DM5720
 DM5720;                    North         East     Units Scale Factor Converg.
 DM5720;SPC MN C     -   223,816.775   849,473.722   MT  0.99992954   +0 27 46.7
 DM5720;SPC MN C     -   734,305.54  2,786,981.70   sFT  0.99992954   +0 27 46.7
 DM5720;UTM  15      - 5,106,695.079   452,863.429   MT  0.99962731   -0 26 22.6
 DM5720
 DM5720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5720!SPC MN C     -   0.99994348  x   0.99992954  =   0.99987303
 DM5720!UTM  15      -   0.99994348  x   0.99962731  =   0.99957081
 DM5720
 DM5720                          SUPERSEDED SURVEY CONTROL
 DM5720
 DM5720.No superseded survey control is available for this station.
 DM5720
 DM5720_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5286306695(NAD 83)
 DM5720
 DM5720_MARKER: I = METAL ROD
 DM5720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5720_STAMPING: 4804 B RESET 2010
 DM5720_MARK LOGO: MNDT  
 DM5720_PROJECTION: RECESSED 20 CENTIMETERS
 DM5720_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5720+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DM5720_ROD/PIPE-DEPTH:  6.1 meters
 DM5720
 DM5720  HISTORY     - Date     Condition        Report By
 DM5720  HISTORY     - 20100330 MONUMENTED       MNDT
 DM5720
 DM5720                          STATION DESCRIPTION
 DM5720
 DM5720'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5720'THE MARK IS 3.0 MILES NORTHEAST OF ONAMIA, 0.5 MILE NORTHEAST OF COVE,
 DM5720'1.85 MILE EAST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK
 DM5720'HIGHWAY 27 AND TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 27 MILEPOINT 180.1,
 DM5720'44 FEET NORTH OF TRUNK HIGHWAY 27, 30 FEET EAST OF SQUIRE ROAD, 5.0
 DM5720'FEET WEST OF POWER POLE, 1.0 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8583 ***********************************************************************
 AH8583  DESIGNATION -  4804 C
 AH8583  PID         -  AH8583
 AH8583  STATE/COUNTY-  MN/MILLE LACS
 AH8583  COUNTRY     -  US
 AH8583  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8583
 AH8583                         *CURRENT SURVEY CONTROL
 AH8583  ______________________________________________________________________
 AH8583* NAD 83(1986) POSITION- 46 07 09.1    (N) 093 35 52.3    (W)   HD_HELD2  
 AH8583* NAVD 88 ORTHO HEIGHT -   387.365  (meters)    1270.88  (feet) ADJUSTED  
 AH8583  ______________________________________________________________________
 AH8583  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AH8583  DYNAMIC HEIGHT  -        387.371 (meters)     1270.90  (feet) COMP
 AH8583  MODELED GRAVITY -    980,618.7   (mgal)                       NAVD 88
 AH8583
 AH8583  VERT ORDER      -  SECOND    CLASS I
 AH8583
 AH8583.The horizontal coordinates were established by autonomous hand held GPS
 AH8583.observations and have an estimated accuracy of +/- 10 meters.
 AH8583.
 AH8583.The orthometric height was determined by differential leveling and
 AH8583.adjusted in August 2004.
 AH8583
 AH8583.Photographs are available for this station.
 AH8583
 AH8583.The dynamic height is computed by dividing the NAVD 88
 AH8583.geopotential number by the normal gravity value computed on the
 AH8583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8583.degrees latitude (g = 980.6199 gals.).
 AH8583
 AH8583.The modeled gravity was interpolated from observed gravity values.
 AH8583
 AH8583;                    North         East    Units  Estimated Accuracy
 AH8583;SPC MN C     -   224,601.      850,404.      MT  (+/- 10 meters HH2 GPS)
 AH8583
 AH8583                          SUPERSEDED SURVEY CONTROL
 AH8583
 AH8583.No superseded survey control is available for this station.
 AH8583
 AH8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5380507464(NAD 83)
 AH8583
 AH8583_MARKER: DD = SURVEY DISK
 AH8583_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8583_STAMPING: 4804 C 1995
 AH8583_MARK LOGO: MNDT  
 AH8583_PROJECTION: FLUSH
 AH8583_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8583+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8583_ROD/PIPE-DEPTH:  6.1 meters
 AH8583
 AH8583  HISTORY     - Date     Condition        Report By
 AH8583  HISTORY     - 1995     MONUMENTED       MNDT
 AH8583
 AH8583                          STATION DESCRIPTION
 AH8583
 AH8583'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8583'THE MARK IS LOCATED ABOUT 1/2 MI EAST OF BAYVIEW, 2.8 MI (4.5 KM) EAST
 AH8583'ALONG TH 27 FROM THE NORTH JCT OF TH 27 AND TH 169 ABOUT 3 MI (4.8 KM)
 AH8583'NORTH OF ONAMIA, AT TH 27 MP 181.05, 49.3 FT (15.0 M) NORTH OF TH 27,
 AH8583'3.8 FT (1.2 M) NORTH OF A CAUTION HIGH VOLTAGE SIGN POST, AND 1.4 FT
 AH8583'(0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8584 ***********************************************************************
 AH8584  DESIGNATION -  4804 D
 AH8584  PID         -  AH8584
 AH8584  STATE/COUNTY-  MN/MILLE LACS
 AH8584  COUNTRY     -  US
 AH8584  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8584
 AH8584                         *CURRENT SURVEY CONTROL
 AH8584  ______________________________________________________________________
 AH8584* NAD 83(1986) POSITION- 46 07 06.4    (N) 093 34 37.6    (W)   HD_HELD2  
 AH8584* NAVD 88 ORTHO HEIGHT -   387.345  (meters)    1270.81  (feet) ADJUSTED  
 AH8584  ______________________________________________________________________
 AH8584  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 AH8584  DYNAMIC HEIGHT  -        387.351 (meters)     1270.83  (feet) COMP
 AH8584  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 AH8584
 AH8584  VERT ORDER      -  SECOND    CLASS I
 AH8584
 AH8584.The horizontal coordinates were established by autonomous hand held GPS
 AH8584.observations and have an estimated accuracy of +/- 10 meters.
 AH8584.
 AH8584.The orthometric height was determined by differential leveling and
 AH8584.adjusted in August 2004.
 AH8584
 AH8584.Photographs are available for this station.
 AH8584
 AH8584.The dynamic height is computed by dividing the NAVD 88
 AH8584.geopotential number by the normal gravity value computed on the
 AH8584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8584.degrees latitude (g = 980.6199 gals.).
 AH8584
 AH8584.The modeled gravity was interpolated from observed gravity values.
 AH8584
 AH8584;                    North         East    Units  Estimated Accuracy
 AH8584;SPC MN C     -   224,531.      852,009.      MT  (+/- 10 meters HH2 GPS)
 AH8584
 AH8584                          SUPERSEDED SURVEY CONTROL
 AH8584
 AH8584.No superseded survey control is available for this station.
 AH8584
 AH8584_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5540807369(NAD 83)
 AH8584
 AH8584_MARKER: DD = SURVEY DISK
 AH8584_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8584_STAMPING: 4804 D 1995
 AH8584_MARK LOGO: MNDT  
 AH8584_PROJECTION: FLUSH
 AH8584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8584+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8584_ROD/PIPE-DEPTH:  5.2 meters
 AH8584
 AH8584  HISTORY     - Date     Condition        Report By
 AH8584  HISTORY     - 1995     MONUMENTED       MNDT
 AH8584
 AH8584                          STATION DESCRIPTION
 AH8584
 AH8584'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8584'THE MARK IS LOCATED ABOUT 2-3/4 MI WEST OF WAHKON, 3.8 MI (6.1 KM)
 AH8584'EAST ALONG TH 27 FROM THE NORTH JCT OF TH 27 AND TH 169 ABOUT 3 MI
 AH8584'(4.8 KM) NORTH OF ONAMIA, AT TH 27 MP 182.05, 97.0 FT (29.6 M) SOUTH
 AH8584'OF TH 27, 4.0 FT (1.2 M) NORTH OF A POWER POLE, 46.0 FT (14.0 M) EAST
 AH8584'OF CO RD 128, AND 1.6 FT (0.5 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8585 ***********************************************************************
 AH8585  DESIGNATION -  4804 E
 AH8585  PID         -  AH8585
 AH8585  STATE/COUNTY-  MN/MILLE LACS
 AH8585  COUNTRY     -  US
 AH8585  USGS QUAD   -  WAHKON SOUTH (1968)
 AH8585
 AH8585                         *CURRENT SURVEY CONTROL
 AH8585  ______________________________________________________________________
 AH8585* NAD 83(2007) POSITION- 46 07 06.00031(N) 093 33 24.31304(W)   ADJUSTED  
 AH8585* NAD 83(2007) ELLIP HT-   356.296 (meters)        (02/11/11)   ADJUSTED
 AH8585* NAD 83(2007) EPOCH   -  2002.00
 AH8585* NAVD 88 ORTHO HEIGHT -   383.599  (meters)    1258.52  (feet) ADJUSTED  
 AH8585  ______________________________________________________________________
 AH8585  NAD 83(2007) X  -   -274,768.720 (meters)                     COMP
 AH8585  NAD 83(2007) Y  - -4,420,564.980 (meters)                     COMP
 AH8585  NAD 83(2007) Z  -  4,574,631.450 (meters)                     COMP
 AH8585  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC09
 AH8585  GEOID HEIGHT    -        -27.30  (meters)                     GEOID09
 AH8585  DYNAMIC HEIGHT  -        383.605 (meters)     1258.54  (feet) COMP
 AH8585  MODELED GRAVITY -    980,618.6   (mgal)                       NAVD 88
 AH8585
 AH8585  HORZ ORDER      -  FIRST
 AH8585  VERT ORDER      -  SECOND    CLASS I
 AH8585  ELLP ORDER      -  FIRST     CLASS I
 AH8585
 AH8585.The horizontal coordinates were established by GPS observations
 AH8585.and adjusted by the MN DEPT OF TRANSP in February 2011.
 AH8585
 AH8585.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8585.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8585
 AH8585.The horizontal coordinates are valid at the epoch date displayed above
 AH8585.which is a decimal equivalence of Year/Month/Day.
 AH8585
 AH8585.The orthometric height was determined by differential leveling and
 AH8585.adjusted in August 2004.
 AH8585
 AH8585.Photographs are available for this station.
 AH8585
 AH8585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8585
 AH8585.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8585
 AH8585.The ellipsoidal height was determined by GPS observations
 AH8585.and is referenced to NAD 83.
 AH8585
 AH8585.The dynamic height is computed by dividing the NAVD 88
 AH8585.geopotential number by the normal gravity value computed on the
 AH8585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8585.degrees latitude (g = 980.6199 gals.).
 AH8585
 AH8585.The modeled gravity was interpolated from observed gravity values.
 AH8585
 AH8585. The following values were computed from the NAD 83(2007) position.
 AH8585
 AH8585;                    North         East     Units Scale Factor Converg.
 AH8585;SPC MN C     -   224,532.643   853,582.077   MT  0.99992913   +0 30 05.4
 AH8585;SPC MN C     -   736,654.18  2,800,460.53   sFT  0.99992913   +0 30 05.4
 AH8585;UTM  15      - 5,107,345.934   456,981.298   MT  0.99962275   -0 24 04.7
 AH8585
 AH8585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8585!SPC MN C     -   0.99994415  x   0.99992913  =   0.99987328
 AH8585!UTM  15      -   0.99994415  x   0.99962275  =   0.99956692
 AH8585
 AH8585:                Primary Azimuth Mark                     Grid Az
 AH8585:SPC MN C     -  4804 F RESET                             088 50 10.4
 AH8585:UTM  15      -  4804 F RESET                             089 44 20.5
 AH8585
 AH8585|---------------------------------------------------------------------|
 AH8585| PID    Reference Object                     Distance      Geod. Az  |
 AH8585|                                                           dddmmss.s |
 AH8585| DM5721 4804 F RESET                        APPROX. 1.2 KM 0892015.8 |
 AH8585|---------------------------------------------------------------------|
 AH8585
 AH8585                          SUPERSEDED SURVEY CONTROL
 AH8585
 AH8585  NAVD 88 (02/11/11)  383.60   (m)         1258.5    (f) LEVELING    3  
 AH8585
 AH8585.Superseded values are not recommended for survey control.
 AH8585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8585.See file dsdata.txt to determine how the superseded data were derived.
 AH8585
 AH8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5698107345(NAD 83)
 AH8585
 AH8585_MARKER: DD = SURVEY DISK
 AH8585_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8585_STAMPING: 4804 E 1995
 AH8585_MARK LOGO: MNDT  
 AH8585_PROJECTION: FLUSH
 AH8585_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8585+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 AH8585_ROD/PIPE-DEPTH:  8.2 meters
 AH8585
 AH8585  HISTORY     - Date     Condition        Report By
 AH8585  HISTORY     - 19950904 MONUMENTED       MNDT
 AH8585  HISTORY     - 20100330 GOOD             MNDT
 AH8585
 AH8585                          STATION DESCRIPTION
 AH8585
 AH8585'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8585'THE MARK IS LOCATED ABOUT 1-3/4 MI WEST OF WAHKON, 4.8 MI (7.7 KM)
 AH8585'EAST ALONG TH 27 FROM THE NORTH JCT OF TH 27 AND TH 169 ABOUT 3 MI
 AH8585'(4.8 KM) NORTH OF ONAMIA, AT TH 27 MP 183.05, 44.0 FT (13.4 M) NORTH
 AH8585'OF TH 27, 6.0 FT (1.8 M) EAST OF AN ENTRANCE, 28.0 FT (8.5 M) WSW OF A
 AH8585'TEL CABLE PEDESTAL, AND 1.3 FT (0.4 M) EAST OF A WITNESS POST.
 AH8585
 AH8585                          STATION RECOVERY (2010)
 AH8585
 AH8585'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 AH8585'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH8585'THE MARK 1.75 MILES WEST OF WAHKON, 1.8 MILES WEST-SOUTHWEST ALONG
 AH8585'TRUNK HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND 1ST AVENUE IN
 AH8585'WAHKON, AT TRUNK HIGHWAY 27 MILEPOINT 183.05, 44 FEET NORTH OF TRUNK
 AH8585'HIGHWAY 27, 6 FEET EAST OF ENTRANCE, 28.0 FEET WEST-SOUTHWEST OF
 AH8585'TELEPHONE CABLE PEDESTAL, 1.3 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5721 ***********************************************************************
 DM5721  DESIGNATION -  4804 F RESET
 DM5721  PID         -  DM5721
 DM5721  STATE/COUNTY-  MN/MILLE LACS
 DM5721  COUNTRY     -  US
 DM5721  USGS QUAD   -  WAHKON SOUTH (1968)
 DM5721
 DM5721                         *CURRENT SURVEY CONTROL
 DM5721  ______________________________________________________________________
 DM5721* NAD 83(2007) POSITION- 46 07 06.46317(N) 093 32 26.22385(W)   ADJUSTED  
 DM5721* NAD 83(2007) ELLIP HT-   355.299 (meters)        (02/11/11)   ADJUSTED
 DM5721* NAD 83(2007) EPOCH   -  2002.00
 DM5721* NAVD 88 ORTHO HEIGHT -   382.61   (meters)    1255.3   (feet) LEVELING  
 DM5721  ______________________________________________________________________
 DM5721  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 DM5721  NAD 83(2007) X  -   -273,523.092 (meters)                     COMP
 DM5721  NAD 83(2007) Y  - -4,420,631.215 (meters)                     COMP
 DM5721  NAD 83(2007) Z  -  4,574,640.638 (meters)                     COMP
 DM5721  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC09
 DM5721  HORZ ORDER      -  FIRST
 DM5721  VERT ORDER      -  THIRD ?
 DM5721  ELLP ORDER      -  FIRST     CLASS I
 DM5721
 DM5721.The horizontal coordinates were established by GPS observations
 DM5721.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5721
 DM5721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5721
 DM5721.The horizontal coordinates are valid at the epoch date displayed above
 DM5721.which is a decimal equivalence of Year/Month/Day.
 DM5721
 DM5721.The orthometric height was determined by differential leveling.
 DM5721.The vertical network tie was performed by a horz. field party for horz.
 DM5721.obs reductions. Reset procedures were used to establish the elevation.
 DM5721
 DM5721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5721
 DM5721.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5721
 DM5721.The ellipsoidal height was determined by GPS observations
 DM5721.and is referenced to NAD 83.
 DM5721
 DM5721. The following values were computed from the NAD 83(2007) position.
 DM5721
 DM5721;                    North         East     Units Scale Factor Converg.
 DM5721;SPC MN C     -   224,557.975   854,829.083   MT  0.99992913   +0 30 47.4
 DM5721;SPC MN C     -   736,737.29  2,804,551.75   sFT  0.99992913   +0 30 47.4
 DM5721;UTM  15      - 5,107,351.614   458,228.166   MT  0.99962145   -0 23 22.8
 DM5721
 DM5721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5721!SPC MN C     -   0.99994430  x   0.99992913  =   0.99987344
 DM5721!UTM  15      -   0.99994430  x   0.99962145  =   0.99956578
 DM5721
 DM5721:                Primary Azimuth Mark                     Grid Az
 DM5721:SPC MN C     -  4804 E                                   268 50 10.3
 DM5721:UTM  15      -  4804 E                                   269 44 20.5
 DM5721
 DM5721|---------------------------------------------------------------------|
 DM5721| PID    Reference Object                     Distance      Geod. Az  |
 DM5721|                                                           dddmmss.s |
 DM5721| AH8585 4804 E                              APPROX. 1.2 KM 2692057.7 |
 DM5721|---------------------------------------------------------------------|
 DM5721
 DM5721                          SUPERSEDED SURVEY CONTROL
 DM5721
 DM5721.No superseded survey control is available for this station.
 DM5721
 DM5721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5822807351(NAD 83)
 DM5721
 DM5721_MARKER: I = METAL ROD
 DM5721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5721_STAMPING: 4804 F RESET 2010
 DM5721_MARK LOGO: MNDT  
 DM5721_PROJECTION: RECESSED 5 CENTIMETERS
 DM5721_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5721+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DM5721_ROD/PIPE-DEPTH:  9.8 meters
 DM5721
 DM5721  HISTORY     - Date     Condition        Report By
 DM5721  HISTORY     - 20100330 MONUMENTED       MNDT
 DM5721
 DM5721                          STATION DESCRIPTION
 DM5721
 DM5721'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5721'THE MARK IS 1.0 MILE WEST OF WAHKON, 5.55 MILES EAST ALONG TRUNK
 DM5721'HIGHWAY 27 FROM NORTH JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY
 DM5721'169, AT TRUNK HIGHWAY 27 MILEPOINT 183.8, 104 FEET NORTH OF TRUNK
 DM5721'HIGHWAY 27, 50.9 FEET NORTH OF POWER POLE, 81.0 FEET NORTHEAST OF
 DM5721'TELEPHONE CABLE PEDESTAL NUMBER D11, 4.0 FEET EAST OF POWER POLE, 1.3
 DM5721'FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5722 ***********************************************************************
 DM5722  DESIGNATION -  4804 G RESET
 DM5722  PID         -  DM5722
 DM5722  STATE/COUNTY-  MN/MILLE LACS
 DM5722  COUNTRY     -  US
 DM5722  USGS QUAD   -  WAHKON SOUTH (1968)
 DM5722
 DM5722                         *CURRENT SURVEY CONTROL
 DM5722  ______________________________________________________________________
 DM5722* NAD 83(2007) POSITION- 46 07 04.96267(N) 093 31 11.33826(W)   ADJUSTED  
 DM5722* NAD 83(2007) ELLIP HT-   359.249 (meters)        (02/11/11)   ADJUSTED
 DM5722* NAD 83(2007) EPOCH   -  2002.00
 DM5722* NAVD 88 ORTHO HEIGHT -   386.57   (meters)    1268.3   (feet) LEVELING  
 DM5722  ______________________________________________________________________
 DM5722  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 DM5722  NAD 83(2007) X  -   -271,920.357 (meters)                     COMP
 DM5722  NAD 83(2007) Y  - -4,420,766.292 (meters)                     COMP
 DM5722  NAD 83(2007) Z  -  4,574,611.369 (meters)                     COMP
 DM5722  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 DM5722  HORZ ORDER      -  FIRST
 DM5722  VERT ORDER      -  THIRD ?
 DM5722  ELLP ORDER      -  FIRST     CLASS I
 DM5722
 DM5722.The horizontal coordinates were established by GPS observations
 DM5722.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5722
 DM5722.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5722.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5722
 DM5722.The horizontal coordinates are valid at the epoch date displayed above
 DM5722.which is a decimal equivalence of Year/Month/Day.
 DM5722
 DM5722.The orthometric height was determined by differential leveling.
 DM5722.The vertical network tie was performed by a horz. field party for horz.
 DM5722.obs reductions. Reset procedures were used to establish the elevation.
 DM5722
 DM5722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5722
 DM5722.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5722
 DM5722.The ellipsoidal height was determined by GPS observations
 DM5722.and is referenced to NAD 83.
 DM5722
 DM5722. The following values were computed from the NAD 83(2007) position.
 DM5722
 DM5722;                    North         East     Units Scale Factor Converg.
 DM5722;SPC MN C     -   224,526.262   856,437.245   MT  0.99992915   +0 31 41.5
 DM5722;SPC MN C     -   736,633.24  2,809,827.86   sFT  0.99992915   +0 31 41.5
 DM5722;UTM  15      - 5,107,294.582   459,835.132   MT  0.99961983   -0 22 28.8
 DM5722
 DM5722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5722!SPC MN C     -   0.99994369  x   0.99992915  =   0.99987284
 DM5722!UTM  15      -   0.99994369  x   0.99961983  =   0.99956354
 DM5722
 DM5722:                Primary Azimuth Mark                     Grid Az
 DM5722:SPC MN C     -  DALE                                     241 43 18.9
 DM5722:UTM  15      -  DALE                                     242 37 29.2
 DM5722
 DM5722|---------------------------------------------------------------------|
 DM5722| PID    Reference Object                     Distance      Geod. Az  |
 DM5722|                                                           dddmmss.s |
 DM5722| DM5729 DALE                                454.826 METERS 2421500.4 |
 DM5722|---------------------------------------------------------------------|
 DM5722
 DM5722                          SUPERSEDED SURVEY CONTROL
 DM5722
 DM5722.No superseded survey control is available for this station.
 DM5722
 DM5722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5983507294(NAD 83)
 DM5722
 DM5722_MARKER: I = METAL ROD
 DM5722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5722_STAMPING: 4804 G RESET 2010
 DM5722_MARK LOGO: MNDT  
 DM5722_PROJECTION: RECESSED 10 CENTIMETERS
 DM5722_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5722+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 DM5722_ROD/PIPE-DEPTH:  6.1 meters
 DM5722
 DM5722  HISTORY     - Date     Condition        Report By
 DM5722  HISTORY     - 20100330 MONUMENTED       MNDT
 DM5722
 DM5722                          STATION DESCRIPTION
 DM5722
 DM5722'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5722'THE MARK IS IN WAHKON, 3.6 MILES WEST ALONG TRUNK HIGHWAY 27 FROM
 DM5722'JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 47 IN ISLE, AT TRUNK
 DM5722'HIGHWAY 27 MILEPOINT 184.85, 300 FEET EAST OF TRUNK HIGHWAY 27, 53
 DM5722'FEET SOUTH OF FIRST AVENUE, 46.8 FEET NORTH-NORTHWEST OF BITUMINOUS
 DM5722'BIKE TRAIL, 6.5 FEET WEST OF POWER POLE, 1.5 FEET EAST OF WITNESS
 DM5722'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8588 ***********************************************************************
 AH8588  DESIGNATION -  4804 H
 AH8588  PID         -  AH8588
 AH8588  STATE/COUNTY-  MN/MILLE LACS
 AH8588  COUNTRY     -  US
 AH8588  USGS QUAD   -  WAHKON NORTH (1968)
 AH8588
 AH8588                         *CURRENT SURVEY CONTROL
 AH8588  ______________________________________________________________________
 AH8588* NAD 83(1986) POSITION- 46 07 57.2    (N) 093 30 01.4    (W)   HD_HELD2  
 AH8588* NAVD 88 ORTHO HEIGHT -   387.769  (meters)    1272.21  (feet) ADJUSTED  
 AH8588  ______________________________________________________________________
 AH8588  GEOID HEIGHT    -        -27.34  (meters)                     GEOID09
 AH8588  DYNAMIC HEIGHT  -        387.775 (meters)     1272.23  (feet) COMP
 AH8588  MODELED GRAVITY -    980,618.9   (mgal)                       NAVD 88
 AH8588
 AH8588  VERT ORDER      -  SECOND    CLASS I
 AH8588
 AH8588.The horizontal coordinates were established by autonomous hand held GPS
 AH8588.observations and have an estimated accuracy of +/- 10 meters.
 AH8588.
 AH8588.The orthometric height was determined by differential leveling and
 AH8588.adjusted in August 2004.
 AH8588
 AH8588.Photographs are available for this station.
 AH8588
 AH8588.The dynamic height is computed by dividing the NAVD 88
 AH8588.geopotential number by the normal gravity value computed on the
 AH8588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8588.degrees latitude (g = 980.6199 gals.).
 AH8588
 AH8588.The modeled gravity was interpolated from observed gravity values.
 AH8588
 AH8588;                    North         East    Units  Estimated Accuracy
 AH8588;SPC MN C     -   226,153.      857,924.      MT  (+/- 10 meters HH2 GPS)
 AH8588
 AH8588                          SUPERSEDED SURVEY CONTROL
 AH8588
 AH8588.No superseded survey control is available for this station.
 AH8588
 AH8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6134608897(NAD 83)
 AH8588
 AH8588_MARKER: DD = SURVEY DISK
 AH8588_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8588_STAMPING: 4804 H 1995
 AH8588_MARK LOGO: MNDT  
 AH8588_PROJECTION: FLUSH
 AH8588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8588+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AH8588_ROD/PIPE-DEPTH: 11.9 meters
 AH8588
 AH8588  HISTORY     - Date     Condition        Report By
 AH8588  HISTORY     - 1995     MONUMENTED       MNDT
 AH8588
 AH8588                          STATION DESCRIPTION
 AH8588
 AH8588'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8588'THE MARK IS LOCATED ABOUT 1-1/2 MI SSW OF ISLE, 2.05 MI (3.30 KM) WEST
 AH8588'ALONG TH 27 FROM THE JCT OF TH 27 AND TH 47 IN ISLE, AT TH 27 MP
 AH8588'186.40, 56.0 FT (17.1 M) SOUTH OF TH 27, 22.0 FT (6.7 M) NORTH OF AN
 AH8588'EAST-WEST FENCELINE, AND 1.4 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5723 ***********************************************************************
 DM5723  DESIGNATION -  4804 J RESET
 DM5723  PID         -  DM5723
 DM5723  STATE/COUNTY-  MN/MILLE LACS
 DM5723  COUNTRY     -  US
 DM5723  USGS QUAD   -  ISLE (1968)
 DM5723
 DM5723                         *CURRENT SURVEY CONTROL
 DM5723  ______________________________________________________________________
 DM5723* NAD 83(2007) POSITION- 46 08 10.89661(N) 093 29 02.81633(W)   ADJUSTED  
 DM5723* NAD 83(2007) ELLIP HT-   358.351 (meters)        (02/11/11)   ADJUSTED
 DM5723* NAD 83(2007) EPOCH   -  2002.00
 DM5723* NAVD 88 ORTHO HEIGHT -   385.70   (meters)    1265.4   (feet) LEVELING  
 DM5723  ______________________________________________________________________
 DM5723  GEOID HEIGHT    -        -27.35  (meters)                     GEOID09
 DM5723  NAD 83(2007) X  -   -269,076.532 (meters)                     COMP
 DM5723  NAD 83(2007) Y  - -4,419,469.321 (meters)                     COMP
 DM5723  NAD 83(2007) Z  -  4,576,021.719 (meters)                     COMP
 DM5723  LAPLACE CORR    -         -1.87  (seconds)                    DEFLEC09
 DM5723  HORZ ORDER      -  FIRST
 DM5723  VERT ORDER      -  THIRD ?
 DM5723  ELLP ORDER      -  FIRST     CLASS I
 DM5723
 DM5723.The horizontal coordinates were established by GPS observations
 DM5723.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5723
 DM5723.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5723.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5723
 DM5723.The horizontal coordinates are valid at the epoch date displayed above
 DM5723.which is a decimal equivalence of Year/Month/Day.
 DM5723
 DM5723.The orthometric height was determined by differential leveling.
 DM5723.The vertical network tie was performed by a horz. field party for horz.
 DM5723.obs reductions. Reset procedures were used to establish the elevation.
 DM5723
 DM5723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5723
 DM5723.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5723
 DM5723.The ellipsoidal height was determined by GPS observations
 DM5723.and is referenced to NAD 83.
 DM5723
 DM5723. The following values were computed from the NAD 83(2007) position.
 DM5723
 DM5723;                    North         East     Units Scale Factor Converg.
 DM5723;SPC MN C     -   226,587.862   859,176.837   MT  0.99992800   +0 33 14.5
 DM5723;SPC MN C     -   743,397.01  2,818,816.01   sFT  0.99992800   +0 33 14.5
 DM5723;UTM  15      - 5,109,312.126   462,606.014   MT  0.99961719   -0 20 56.6
 DM5723
 DM5723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5723!SPC MN C     -   0.99994383  x   0.99992800  =   0.99987183
 DM5723!UTM  15      -   0.99994383  x   0.99961719  =   0.99956104
 DM5723
 DM5723                          SUPERSEDED SURVEY CONTROL
 DM5723
 DM5723.No superseded survey control is available for this station.
 DM5723
 DM5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6260609312(NAD 83)
 DM5723
 DM5723_MARKER: I = METAL ROD
 DM5723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5723_STAMPING: 4804 J RESET 2010
 DM5723_MARK LOGO: MNDT  
 DM5723_PROJECTION: RECESSED 13 CENTIMETERS
 DM5723_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5723+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DM5723_ROD/PIPE-DEPTH:  3.7 meters
 DM5723
 DM5723  HISTORY     - Date     Condition        Report By
 DM5723  HISTORY     - 20100331 MONUMENTED       MNDT
 DM5723
 DM5723                          STATION DESCRIPTION
 DM5723
 DM5723'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5723'THE MARK IS 0.5 MILE WEST OF ISLE, 1.2 MILES WEST ALONG TRUNK HIGHWAY
 DM5723'27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 47 IN ISLE, AT
 DM5723'TRUNK HIGHWAY 27 MILEPOINT 187.2, 66 FEET SOUTHEAST OF TRUNK HIGHWAY
 DM5723'27, 35 FEET SOUTH OF ISLE STREET WEST, 97.0 FEET SOUTHWEST 0F POWER
 DM5723'POLE WITH TRANSFORMER, 76.0 FEET SOUTHWEST OF TELEPHONE CABLE
 DM5723'PEDESTAL, 1.0 FOOT NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8590 ***********************************************************************
 AH8590  DESIGNATION -  4804 K
 AH8590  PID         -  AH8590
 AH8590  STATE/COUNTY-  MN/MILLE LACS
 AH8590  COUNTRY     -  US
 AH8590  USGS QUAD   -  ISLE (1968)
 AH8590
 AH8590                         *CURRENT SURVEY CONTROL
 AH8590  ______________________________________________________________________
 AH8590* NAD 83(1986) POSITION- 46 08 12.5    (N) 093 28 11.3    (W)   HD_HELD2  
 AH8590* NAVD 88 ORTHO HEIGHT -   388.879  (meters)    1275.85  (feet) ADJUSTED  
 AH8590  ______________________________________________________________________
 AH8590  GEOID HEIGHT    -        -27.36  (meters)                     GEOID09
 AH8590  DYNAMIC HEIGHT  -        388.886 (meters)     1275.87  (feet) COMP
 AH8590  MODELED GRAVITY -    980,619.6   (mgal)                       NAVD 88
 AH8590
 AH8590  VERT ORDER      -  SECOND    CLASS I
 AH8590
 AH8590.The horizontal coordinates were established by autonomous hand held GPS
 AH8590.observations and have an estimated accuracy of +/- 10 meters.
 AH8590.
 AH8590.The orthometric height was determined by differential leveling and
 AH8590.adjusted in August 2004.
 AH8590
 AH8590.Photographs are available for this station.
 AH8590
 AH8590.The dynamic height is computed by dividing the NAVD 88
 AH8590.geopotential number by the normal gravity value computed on the
 AH8590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8590.degrees latitude (g = 980.6199 gals.).
 AH8590
 AH8590.The modeled gravity was interpolated from observed gravity values.
 AH8590
 AH8590;                    North         East    Units  Estimated Accuracy
 AH8590;SPC MN C     -   226,648.      860,282.      MT  (+/- 10 meters HH2 GPS)
 AH8590
 AH8590                          SUPERSEDED SURVEY CONTROL
 AH8590
 AH8590.No superseded survey control is available for this station.
 AH8590
 AH8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6371109354(NAD 83)
 AH8590
 AH8590_MARKER: DD = SURVEY DISK
 AH8590_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8590_SP_SET: WATER TANK FOOTING
 AH8590_STAMPING: 4804 K 1995
 AH8590_MARK LOGO: MNDT  
 AH8590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8590+STABILITY: SURFACE MOTION
 AH8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8590+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AH8590
 AH8590  HISTORY     - Date     Condition        Report By
 AH8590  HISTORY     - 1995     MONUMENTED       MNDT
 AH8590  HISTORY     - 20001031 GOOD             MNDT
 AH8590
 AH8590                          STATION DESCRIPTION
 AH8590
 AH8590'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8590'THE MARK IS LOCATED IN ISLE AT THE NEW WATER TANK, IN THE SW CORNER OF
 AH8590'THE SW LEG OF THE WATER TANK, 6.0 FT (1.8 M) NW OF ISLE ST WEST, 16.4
 AH8590'FT (5.0 M) NW OF A FIRE HYDRANT, 43.8 FT (13.4 M) WNW OF A P-POLE WITH
 AH8590'A TRANSFORMER, 53.0 FT (16.2 M) WSW OF THE SW COR OF THE CITY CENTER
 AH8590'BLDG.  NO WITNESS POST SET BY THIS MARK.
 AH8590
 AH8590                          STATION RECOVERY (2000)
 AH8590
 AH8590'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AH8590'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN ISLE, AT NEW
 AH8590'WATER TANK, IN SW COR OF SW LEG OF WATER TANK, 66 FT (20.1 M) NW OF
 AH8590'ISLE ST WEST, 43.8 FT (13.4 M) WNW OF P-POLE WITH TRANSFORMER, 16.4 FT
 AH8590'(5.0 M) NW OF FIRE HYDRANT, 53.0 FT (16.2 M) WSW OF SW COR OF CITY
 AH8590'CENTER BLDG, AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6944 ***********************************************************************
 DG6944  DESIGNATION -  4807 A
 DG6944  PID         -  DG6944
 DG6944  STATE/COUNTY-  MN/MILLE LACS
 DG6944  COUNTRY     -  US
 DG6944  USGS QUAD   -  ISLE (1968)
 DG6944
 DG6944                         *CURRENT SURVEY CONTROL
 DG6944  ______________________________________________________________________
 DG6944* NAD 83(1986) POSITION- 46 10 14.     (N) 093 28 19.     (W)   SCALED    
 DG6944* NAVD 88 ORTHO HEIGHT -   388.655  (meters)    1275.11  (feet) ADJUSTED  
 DG6944  ______________________________________________________________________
 DG6944  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DG6944  DYNAMIC HEIGHT  -        388.662 (meters)     1275.14  (feet) COMP
 DG6944  MODELED GRAVITY -    980,621.9   (mgal)                       NAVD 88
 DG6944
 DG6944  VERT ORDER      -  SECOND    CLASS I
 DG6944
 DG6944.The horizontal coordinates were scaled from a topographic map and have
 DG6944.an estimated accuracy of +/- 6 seconds.
 DG6944.
 DG6944.The orthometric height was determined by differential leveling and
 DG6944.adjusted in December 2004.
 DG6944
 DG6944.The dynamic height is computed by dividing the NAVD 88
 DG6944.geopotential number by the normal gravity value computed on the
 DG6944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6944.degrees latitude (g = 980.6199 gals.).
 DG6944
 DG6944.The modeled gravity was interpolated from observed gravity values.
 DG6944
 DG6944;                    North         East    Units  Estimated Accuracy
 DG6944;SPC MN C     -   230,400.      860,080.      MT  (+/- 180 meters Scaled)
 DG6944
 DG6944                          SUPERSEDED SURVEY CONTROL
 DG6944
 DG6944.No superseded survey control is available for this station.
 DG6944
 DG6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM635131(NAD 83)
 DG6944
 DG6944_MARKER: DB = BENCH MARK DISK
 DG6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6944_STAMPING: 4807 A 1969
 DG6944_MARK LOGO: MNHD  
 DG6944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6944+STABILITY: SURFACE MOTION
 DG6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6944+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2000
 DG6944
 DG6944  HISTORY     - Date     Condition        Report By
 DG6944  HISTORY     - 1969     MONUMENTED       MNHD
 DG6944  HISTORY     - 20001030 GOOD             MNDT
 DG6944
 DG6944                          STATION DESCRIPTION
 DG6944
 DG6944'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6944'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.2 MI (3.5 KM)
 DG6944'NORTH ON TH 47 FROM JCT OF TH 47 AND TH 27 AT ISLE, AT TH 47 MP 93.35,
 DG6944'75 FT (22.9 M) NE OF TH 47, AT TH 47 STA 650+33, 467 FT (142.3 M)
 DG6944'SOUTH OF CONNECTION TO OLD TH 47, 4 FT (1.2 M) NW OF R/W POST, 0.8 FT
 DG6944'(24.4 CM) SE OF WIT POST, MARK PROJECTS 2 INCHES, MAGNETIC, AND NOT
 DG6944'SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6945 ***********************************************************************
 DG6945  DESIGNATION -  4807 B
 DG6945  PID         -  DG6945
 DG6945  STATE/COUNTY-  MN/MILLE LACS
 DG6945  COUNTRY     -  US
 DG6945  USGS QUAD   -  ISLE (1968)
 DG6945
 DG6945                         *CURRENT SURVEY CONTROL
 DG6945  ______________________________________________________________________
 DG6945* NAD 83(1986) POSITION- 46 10 59.     (N) 093 28 54.     (W)   SCALED    
 DG6945* NAVD 88 ORTHO HEIGHT -   385.316  (meters)    1264.16  (feet) ADJUSTED  
 DG6945  ______________________________________________________________________
 DG6945  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 DG6945  DYNAMIC HEIGHT  -        385.323 (meters)     1264.18  (feet) COMP
 DG6945  MODELED GRAVITY -    980,622.6   (mgal)                       NAVD 88
 DG6945
 DG6945  VERT ORDER      -  SECOND    CLASS I
 DG6945
 DG6945.The horizontal coordinates were scaled from a topographic map and have
 DG6945.an estimated accuracy of +/- 6 seconds.
 DG6945.
 DG6945.The orthometric height was determined by differential leveling and
 DG6945.adjusted in December 2004.
 DG6945
 DG6945.The dynamic height is computed by dividing the NAVD 88
 DG6945.geopotential number by the normal gravity value computed on the
 DG6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6945.degrees latitude (g = 980.6199 gals.).
 DG6945
 DG6945.The modeled gravity was interpolated from observed gravity values.
 DG6945
 DG6945;                    North         East    Units  Estimated Accuracy
 DG6945;SPC MN C     -   231,780.      859,320.      MT  (+/- 180 meters Scaled)
 DG6945
 DG6945                          SUPERSEDED SURVEY CONTROL
 DG6945
 DG6945.No superseded survey control is available for this station.
 DG6945
 DG6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM628144(NAD 83)
 DG6945
 DG6945_MARKER: DB = BENCH MARK DISK
 DG6945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6945_STAMPING: 4807 B 1969
 DG6945_MARK LOGO: MNHD  
 DG6945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6945+STABILITY: SURFACE MOTION
 DG6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6945+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DG6945
 DG6945  HISTORY     - Date     Condition        Report By
 DG6945  HISTORY     - 1969     MONUMENTED       MNHD
 DG6945  HISTORY     - 20001031 GOOD             MNDT
 DG6945
 DG6945                          STATION DESCRIPTION
 DG6945
 DG6945'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6945'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 3.2 MI (5.1 KM)
 DG6945'NORTH ON TH 47 FROM JCT OF TH 47 AND TH 27 AT ISLE, AT TH 47 MP 94.25,
 DG6945'74 FT (22.6 M) NE OF TH 47, AT TH 47 STA 700+46, 148 FT (45.1 M) SE OF
 DG6945'JCT OF TH 47 AND CO RD 30, 10.5 FT (3.2 M) SE OF R/W POST, 0.7 FT
 DG6945'(21.3 CM) SE OF WIT POST, MARK PROJECTS 2 INCHES, MAGNETIC, AND NOT
 DG6945'SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6947 ***********************************************************************
 DG6947  DESIGNATION -  4807 C
 DG6947  PID         -  DG6947
 DG6947  STATE/COUNTY-  MN/MILLE LACS
 DG6947  COUNTRY     -  US
 DG6947  USGS QUAD   -  ISLE (1968)
 DG6947
 DG6947                         *CURRENT SURVEY CONTROL
 DG6947  ______________________________________________________________________
 DG6947* NAD 83(1986) POSITION- 46 12 45.     (N) 093 29 58.     (W)   SCALED    
 DG6947* NAVD 88 ORTHO HEIGHT -   384.699  (meters)    1262.13  (feet) ADJUSTED  
 DG6947  ______________________________________________________________________
 DG6947  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DG6947  DYNAMIC HEIGHT  -        384.707 (meters)     1262.16  (feet) COMP
 DG6947  MODELED GRAVITY -    980,624.2   (mgal)                       NAVD 88
 DG6947
 DG6947  VERT ORDER      -  SECOND    CLASS I
 DG6947
 DG6947.The horizontal coordinates were scaled from a topographic map and have
 DG6947.an estimated accuracy of +/- 6 seconds.
 DG6947.
 DG6947.The orthometric height was determined by differential leveling and
 DG6947.adjusted in December 2004.
 DG6947
 DG6947.The dynamic height is computed by dividing the NAVD 88
 DG6947.geopotential number by the normal gravity value computed on the
 DG6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6947.degrees latitude (g = 980.6199 gals.).
 DG6947
 DG6947.The modeled gravity was interpolated from observed gravity values.
 DG6947
 DG6947;                    North         East    Units  Estimated Accuracy
 DG6947;SPC MN C     -   235,040.      857,910.      MT  (+/- 180 meters Scaled)
 DG6947
 DG6947                          SUPERSEDED SURVEY CONTROL
 DG6947
 DG6947.No superseded survey control is available for this station.
 DG6947
 DG6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM614177(NAD 83)
 DG6947
 DG6947_MARKER: DB = BENCH MARK DISK
 DG6947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6947_STAMPING: 4807 C 1969
 DG6947_MARK LOGO: MNHD  
 DG6947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6947+STABILITY: SURFACE MOTION
 DG6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6947+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DG6947
 DG6947  HISTORY     - Date     Condition        Report By
 DG6947  HISTORY     - 1969     MONUMENTED       MNHD
 DG6947  HISTORY     - 20001031 GOOD             MNDT
 DG6947
 DG6947                          STATION DESCRIPTION
 DG6947
 DG6947'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6947'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 5.4 MI (8.7 KM)
 DG6947'NORTH ON TH 47 FROM JCT OF TH 47 AND TH 27 AT ISLE, AT TH 47 MP 96.50,
 DG6947'75 FT (22.9 M) EAST OF TH 47, AT TH 47 STA 818+75, 164 FT (50.0 M) NW
 DG6947'OF JCT OF TH 47 AND TH 18, 0.8 FT (24.4 CM) SE OF WIT POST, MAGNETIC,
 DG6947'AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6948 ***********************************************************************
 DG6948  DESIGNATION -  4807 D
 DG6948  PID         -  DG6948
 DG6948  STATE/COUNTY-  MN/MILLE LACS
 DG6948  COUNTRY     -  US
 DG6948  USGS QUAD   -  WAHKON NORTH (1968)
 DG6948
 DG6948                         *CURRENT SURVEY CONTROL
 DG6948  ______________________________________________________________________
 DG6948* NAD 83(1986) POSITION- 46 13 27.     (N) 093 31 08.     (W)   SCALED    
 DG6948* NAVD 88 ORTHO HEIGHT -   384.340  (meters)    1260.96  (feet) ADJUSTED  
 DG6948  ______________________________________________________________________
 DG6948  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DG6948  DYNAMIC HEIGHT  -        384.348 (meters)     1260.98  (feet) COMP
 DG6948  MODELED GRAVITY -    980,625.5   (mgal)                       NAVD 88
 DG6948
 DG6948  VERT ORDER      -  SECOND    CLASS I
 DG6948
 DG6948.The horizontal coordinates were scaled from a topographic map and have
 DG6948.an estimated accuracy of +/- 6 seconds.
 DG6948.
 DG6948.The orthometric height was determined by differential leveling and
 DG6948.adjusted in December 2004.
 DG6948
 DG6948.The dynamic height is computed by dividing the NAVD 88
 DG6948.geopotential number by the normal gravity value computed on the
 DG6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6948.degrees latitude (g = 980.6199 gals.).
 DG6948
 DG6948.The modeled gravity was interpolated from observed gravity values.
 DG6948
 DG6948;                    North         East    Units  Estimated Accuracy
 DG6948;SPC MN C     -   236,320.      856,400.      MT  (+/- 180 meters Scaled)
 DG6948
 DG6948                          SUPERSEDED SURVEY CONTROL
 DG6948
 DG6948.No superseded survey control is available for this station.
 DG6948
 DG6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM599190(NAD 83)
 DG6948
 DG6948_MARKER: DB = BENCH MARK DISK
 DG6948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6948_STAMPING: 4807 D 1969
 DG6948_MARK LOGO: MNHD  
 DG6948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6948+STABILITY: SURFACE MOTION
 DG6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6948+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DG6948
 DG6948  HISTORY     - Date     Condition        Report By
 DG6948  HISTORY     - 1969     MONUMENTED       MNHD
 DG6948  HISTORY     - 20001031 GOOD             MNDT
 DG6948
 DG6948                          STATION DESCRIPTION
 DG6948
 DG6948'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6948'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 6.7 MI (10.8
 DG6948'KM) NORTH ON TH 47 FROM JCT OF TH 47 AND TH 27 AT ISLE, 1.25 MI (2.01
 DG6948'KM) NORTH OF TH 18, 0.76 MI (1.22 KM) SOUTH ON TH 47 FROM JCT OF TH 47
 DG6948'AND CO RD 28, AT TH 47 MP 97.75, 75 FT (22.9 M) EAST OF TH 47, AT TH
 DG6948'47 STA 884+15, 8 FT (2.4 M) SOUTH OF DRIVEWAY, 12.8 FT (3.9 M) EAST OF
 DG6948'WIT POST, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4806 ***********************************************************************
 DF4806  DESIGNATION -  4807 F
 DF4806  PID         -  DF4806
 DF4806  STATE/COUNTY-  MN/MILLE LACS
 DF4806  COUNTRY     -  US
 DF4806  USGS QUAD   -  ISLE (1968)
 DF4806
 DF4806                         *CURRENT SURVEY CONTROL
 DF4806  ______________________________________________________________________
 DF4806* NAD 83(2007) POSITION- 46 11 56.92630(N) 093 29 23.52555(W)   ADJUSTED  
 DF4806* NAD 83(2007) ELLIP HT-   355.380 (meters)        (02/10/07)   ADJUSTED
 DF4806* NAD 83(2007) EPOCH   -  2002.00
 DF4806* NAVD 88 ORTHO HEIGHT -   382.757  (meters)    1255.76  (feet) ADJUSTED  
 DF4806  ______________________________________________________________________
 DF4806  NAD 83(2007) X  -   -269,213.653 (meters)                     COMP
 DF4806  NAD 83(2007) Y  - -4,414,414.871 (meters)                     COMP
 DF4806  NAD 83(2007) Z  -  4,580,853.116 (meters)                     COMP
 DF4806  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC09
 DF4806  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DF4806  DYNAMIC HEIGHT  -        382.765 (meters)     1255.79  (feet) COMP
 DF4806  MODELED GRAVITY -    980,623.5   (mgal)                       NAVD 88
 DF4806
 DF4806  VERT ORDER      -  SECOND    CLASS I
 DF4806
 DF4806  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4806  Type                                         Horiz  Ellip  Dist(km)
 DF4806  -------------------------------------------------------------------
 DF4806  NETWORK                                       0.53   0.57
 DF4806  -------------------------------------------------------------------
 DF4806  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.58   0.61      4.68
 DF4806  -------------------------------------------------------------------
 DF4806  NOTE: Click here for information on individual local accuracy
 DF4806  values and other accuracy information.
 DF4806
 DF4806
 DF4806.The horizontal coordinates were established by GPS observations
 DF4806.and adjusted by the National Geodetic Survey in February 2007.
 DF4806
 DF4806.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4806.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4806
 DF4806.The horizontal coordinates are valid at the epoch date displayed above
 DF4806.which is a decimal equivalence of Year/Month/Day.
 DF4806
 DF4806.The orthometric height was determined by differential leveling and
 DF4806.adjusted in December 2004.
 DF4806
 DF4806.Photographs are available for this station.
 DF4806
 DF4806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4806
 DF4806.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4806
 DF4806.The ellipsoidal height was determined by GPS observations
 DF4806.and is referenced to NAD 83.
 DF4806
 DF4806.The dynamic height is computed by dividing the NAVD 88
 DF4806.geopotential number by the normal gravity value computed on the
 DF4806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4806.degrees latitude (g = 980.6199 gals.).
 DF4806
 DF4806.The modeled gravity was interpolated from observed gravity values.
 DF4806
 DF4806. The following values were computed from the NAD 83(2007) position.
 DF4806
 DF4806;                    North         East     Units Scale Factor Converg.
 DF4806;SPC MN C     -   233,561.699   858,665.402   MT  0.99992482   +0 32 59.5
 DF4806;SPC MN C     -   766,277.01  2,817,138.07   sFT  0.99992482   +0 32 59.5
 DF4806;UTM  15      - 5,116,291.003   462,204.703   MT  0.99961756   -0 21 12.8
 DF4806
 DF4806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4806!SPC MN C     -   0.99994429  x   0.99992482  =   0.99986912
 DF4806!UTM  15      -   0.99994429  x   0.99961756  =   0.99956187
 DF4806
 DF4806                          SUPERSEDED SURVEY CONTROL
 DF4806
 DF4806  NAD 83(1996)-  46 11 56.92610(N)    093 29 23.52513(W) AD(       ) 1
 DF4806  ELLIP H (03/21/03)  355.411  (m)                       GP(       ) 3 2
 DF4806  NAVD 88 (03/21/03)  382.76   (m)         1255.8    (f) LEVELING    3  
 DF4806
 DF4806.Superseded values are not recommended for survey control.
 DF4806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4806.See file dsdata.txt to determine how the superseded data were derived.
 DF4806
 DF4806_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6220416291(NAD 83)
 DF4806
 DF4806_MARKER: DD = SURVEY DISK
 DF4806_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF4806_STAMPING: 4807 F 2000
 DF4806_MARK LOGO: MNDT  
 DF4806_PROJECTION: FLUSH
 DF4806_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4806+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2010
 DF4806_ROD/PIPE-DEPTH: 13.7 meters
 DF4806
 DF4806  HISTORY     - Date     Condition        Report By
 DF4806  HISTORY     - 20001030 MONUMENTED       MNDT
 DF4806  HISTORY     - 20001031 GOOD             MNDT
 DF4806  HISTORY     - 20100412 GOOD             MNDT
 DF4806
 DF4806                          STATION DESCRIPTION
 DF4806
 DF4806'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4806'4.3 MI (6.9 KM) NORTH ALONG TH 47 FROM JCT OF TH 27 IN ISLE, AT TH 47
 DF4806'MP 95.45, 75 FT (22.9 M) EAST OF TH 47, 6 FT (1.8 M) SW OF SOUTH LEG
 DF4806'OF SIGN, 2.3 FT (0.7 M) EAST OF WIT POST.
 DF4806
 DF4806                          STATION RECOVERY (2000)
 DF4806
 DF4806'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 DF4806'THE MARK IS 4 MI (6.4 KM) NORTH OF ISLE, 4.3 MI (6.9 KM) NORTH ALONG
 DF4806'TH 47 FROM JCT TH 47 AND TH 27 IN ISLE, AT TH 47 MP 95.45, 75 FT (22.9
 DF4806'M) EAST OF TH 47, 6 FT (1.8 M) SW OF SOUTH LEG OF SIGN, 2.3 FT (0.7 M)
 DF4806'EAST OF WIT POST, MAGNETIC, AND SUITABLE FOR GPS.
 DF4806
 DF4806                          STATION RECOVERY (2010)
 DF4806
 DF4806'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (KMS)
 DF4806'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF4806'THE MARK 4.2 MILE NORTHWEST OF ISLE, 4.3 MILES NORTH ALONG TRUNK
 DF4806'HIGHWAY 47 FROM JUNCTION TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27 IN
 DF4806'ISLE, AT TRUNK HIGHWAY 47 MILEPOINT 95.45, 75 FEET EAST OF TRUNK
 DF4806'HIGHWAY 47, 6 FEET SOUTHWEST OF SOUTH LEG OF SIGN, 2.3 FEET EAST OF
 DF4806'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3277 ***********************************************************************
 AH3277  DESIGNATION -  4809 A
 AH3277  PID         -  AH3277
 AH3277  STATE/COUNTY-  MN/MILLE LACS
 AH3277  COUNTRY     -  US
 AH3277  USGS QUAD   -  PRINCETON (1982)
 AH3277
 AH3277                         *CURRENT SURVEY CONTROL
 AH3277  ______________________________________________________________________
 AH3277* NAD 83(2007) POSITION- 45 34 40.72631(N) 093 36 52.99708(W)   ADJUSTED  
 AH3277* NAD 83(2007) ELLIP HT-   269.981 (meters)        (02/10/07)   ADJUSTED
 AH3277* NAD 83(2007) EPOCH   -  2002.00
 AH3277* NAVD 88 ORTHO HEIGHT -   297.770  (meters)     976.93  (feet) ADJUSTED  
 AH3277  ______________________________________________________________________
 AH3277  NAD 83(2007) X  -   -281,954.171 (meters)                     COMP
 AH3277  NAD 83(2007) Y  - -4,463,233.381 (meters)                     COMP
 AH3277  NAD 83(2007) Z  -  4,532,732.477 (meters)                     COMP
 AH3277  LAPLACE CORR    -         -5.18  (seconds)                    DEFLEC09
 AH3277  GEOID HEIGHT    -        -27.79  (meters)                     GEOID09
 AH3277  DYNAMIC HEIGHT  -        297.761 (meters)      976.90  (feet) COMP
 AH3277  MODELED GRAVITY -    980,576.5   (mgal)                       NAVD 88
 AH3277
 AH3277  VERT ORDER      -  SECOND    CLASS I
 AH3277
 AH3277  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3277  Type                                         Horiz  Ellip  Dist(km)
 AH3277  -------------------------------------------------------------------
 AH3277  NETWORK                                       0.54   0.61
 AH3277  -------------------------------------------------------------------
 AH3277  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.48   0.51      1.36
 AH3277  -------------------------------------------------------------------
 AH3277  NOTE: Click here for information on individual local accuracy
 AH3277  values and other accuracy information.
 AH3277
 AH3277
 AH3277.The horizontal coordinates were established by GPS observations
 AH3277.and adjusted by the National Geodetic Survey in February 2007.
 AH3277
 AH3277.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3277.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3277
 AH3277.The horizontal coordinates are valid at the epoch date displayed above
 AH3277.which is a decimal equivalence of Year/Month/Day.
 AH3277
 AH3277.The orthometric height was determined by differential leveling and
 AH3277.adjusted in August 2004.
 AH3277
 AH3277.Photographs are available for this station.
 AH3277
 AH3277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3277
 AH3277.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3277
 AH3277.The ellipsoidal height was determined by GPS observations
 AH3277.and is referenced to NAD 83.
 AH3277
 AH3277.The dynamic height is computed by dividing the NAVD 88
 AH3277.geopotential number by the normal gravity value computed on the
 AH3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3277.degrees latitude (g = 980.6199 gals.).
 AH3277
 AH3277.The modeled gravity was interpolated from observed gravity values.
 AH3277
 AH3277. The following values were computed from the NAD 83(2007) position.
 AH3277
 AH3277;                    North         East     Units Scale Factor Converg.
 AH3277;SPC MN C     -   164,439.864   849,583.454   MT  1.00000861   +0 27 34.4
 AH3277;SPC MN C     -   539,499.79  2,787,341.72   sFT  1.00000861   +0 27 34.4
 AH3277;UTM  15      - 5,047,343.616   452,040.140   MT  0.99962828   -0 26 20.6
 AH3277
 AH3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3277!SPC MN C     -   0.99995768  x   1.00000861  =   0.99996628
 AH3277!UTM  15      -   0.99995768  x   0.99962828  =   0.99958597
 AH3277
 AH3277:                Primary Azimuth Mark                     Grid Az
 AH3277:SPC MN C     -  4809 B                                   262 28 52.2
 AH3277:UTM  15      -  4809 B                                   263 22 47.2
 AH3277
 AH3277|---------------------------------------------------------------------|
 AH3277| PID    Reference Object                     Distance      Geod. Az  |
 AH3277|                                                           dddmmss.s |
 AH3277| AH3276 4809 B                              APPROX. 1.2 KM 2625626.6 |
 AH3277|---------------------------------------------------------------------|
 AH3277
 AH3277                          SUPERSEDED SURVEY CONTROL
 AH3277
 AH3277  NAD 83(1996)-  45 34 40.72604(N)    093 36 52.99685(W) AD(       ) 1
 AH3277  ELLIP H (09/28/98)  270.018  (m)                       GP(       ) 4 1
 AH3277  NAVD 88 (09/28/98)  297.77   (m)          976.9    (f) LEVELING    3  
 AH3277
 AH3277.Superseded values are not recommended for survey control.
 AH3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3277.See file dsdata.txt to determine how the superseded data were derived.
 AH3277
 AH3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5204047343(NAD 83)
 AH3277
 AH3277_MARKER: DD = SURVEY DISK
 AH3277_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3277_STAMPING: 4809 A 1997
 AH3277_MARK LOGO: MNDT  
 AH3277_PROJECTION: FLUSH
 AH3277_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3277+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3277_ROD/PIPE-DEPTH: 10.7 meters
 AH3277
 AH3277  HISTORY     - Date     Condition        Report By
 AH3277  HISTORY     - 1997     MONUMENTED       MNDT
 AH3277  HISTORY     - 19970401 GOOD             MNDT
 AH3277
 AH3277                          STATION DESCRIPTION
 AH3277
 AH3277'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3277'1.5 MI (2.4 KM) WEST OF PRINCETON, 0.75 MI (1.21 KM) WEST ALONG TH 95
 AH3277'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 21.6, 260.0 FT
 AH3277'(79.2 M) NORTH OF TH 95, 84.5 FT (25.8 M) WEST OF CO RD 102, 2.7 FT
 AH3277'(0.8 M) SSE OF FENCE, 16.8 FT (5.1 M) WSW OF FENCE COR, 42.4 FT (12.9
 AH3277'M) WEST OF P-POLE, 2.4 FT (0.7 M) WSW OF WIT POST, FLUSH WITH GROUND.
 AH3277
 AH3277                          STATION RECOVERY (1997)
 AH3277
 AH3277'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3277'1.5 MI (2.4 KM) WEST OF PRINCETON, 0.75 MI (1.21 KM) WEST ALONG TH 95
 AH3277'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 21.6, 260.0 FT
 AH3277'(79.2 M) NORTH OF TH 95, 84.5 FT (25.8 M) WEST OF CO RD 102, 2.7 FT
 AH3277'(0.8 M) SSE OF FENCE, 16.8 FT (5.1 M) WSW OF FENCE COR, 42.4 FT (12.9
 AH3277'M) WEST OF P-POLE, 2.4 FT (0.7 M) WSW OF WIT POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3276 ***********************************************************************
 AH3276  DESIGNATION -  4809 B
 AH3276  PID         -  AH3276
 AH3276  STATE/COUNTY-  MN/MILLE LACS
 AH3276  COUNTRY     -  US
 AH3276  USGS QUAD   -  PRINCETON SW (1968)
 AH3276
 AH3276                         *CURRENT SURVEY CONTROL
 AH3276  ______________________________________________________________________
 AH3276* NAD 83(2007) POSITION- 45 34 35.94589(N) 093 37 47.92441(W)   ADJUSTED  
 AH3276* NAD 83(2007) ELLIP HT-   272.603 (meters)        (02/10/07)   ADJUSTED
 AH3276* NAD 83(2007) EPOCH   -  2002.00
 AH3276* NAVD 88 ORTHO HEIGHT -   300.361  (meters)     985.43  (feet) ADJUSTED  
 AH3276  ______________________________________________________________________
 AH3276  NAD 83(2007) X  -   -283,149.489 (meters)                     COMP
 AH3276  NAD 83(2007) Y  - -4,463,265.170 (meters)                     COMP
 AH3276  NAD 83(2007) Z  -  4,532,631.043 (meters)                     COMP
 AH3276  LAPLACE CORR    -         -5.35  (seconds)                    DEFLEC09
 AH3276  GEOID HEIGHT    -        -27.76  (meters)                     GEOID09
 AH3276  DYNAMIC HEIGHT  -        300.352 (meters)      985.40  (feet) COMP
 AH3276  MODELED GRAVITY -    980,577.2   (mgal)                       NAVD 88
 AH3276
 AH3276  VERT ORDER      -  SECOND    CLASS I
 AH3276
 AH3276  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3276  Type                                         Horiz  Ellip  Dist(km)
 AH3276  -------------------------------------------------------------------
 AH3276  NETWORK                                       0.56   0.69
 AH3276  -------------------------------------------------------------------
 AH3276  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.46   0.64      2.17
 AH3276  -------------------------------------------------------------------
 AH3276  NOTE: Click here for information on individual local accuracy
 AH3276  values and other accuracy information.
 AH3276
 AH3276
 AH3276.The horizontal coordinates were established by GPS observations
 AH3276.and adjusted by the National Geodetic Survey in February 2007.
 AH3276
 AH3276.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3276.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3276
 AH3276.The horizontal coordinates are valid at the epoch date displayed above
 AH3276.which is a decimal equivalence of Year/Month/Day.
 AH3276
 AH3276.The orthometric height was determined by differential leveling and
 AH3276.adjusted in August 2004.
 AH3276
 AH3276.Photographs are available for this station.
 AH3276
 AH3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3276
 AH3276.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3276
 AH3276.The ellipsoidal height was determined by GPS observations
 AH3276.and is referenced to NAD 83.
 AH3276
 AH3276.The dynamic height is computed by dividing the NAVD 88
 AH3276.geopotential number by the normal gravity value computed on the
 AH3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3276.degrees latitude (g = 980.6199 gals.).
 AH3276
 AH3276.The modeled gravity was interpolated from observed gravity values.
 AH3276
 AH3276. The following values were computed from the NAD 83(2007) position.
 AH3276
 AH3276;                    North         East     Units Scale Factor Converg.
 AH3276;SPC MN C     -   164,282.844   848,393.780   MT  1.00000891   +0 26 54.7
 AH3276;SPC MN C     -   538,984.63  2,783,438.59   sFT  1.00000891   +0 26 54.7
 AH3276;UTM  15      - 5,047,205.324   450,848.602   MT  0.99962970   -0 26 59.8
 AH3276
 AH3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3276!SPC MN C     -   0.99995726  x   1.00000891  =   0.99996617
 AH3276!UTM  15      -   0.99995726  x   0.99962970  =   0.99958698
 AH3276
 AH3276:                Primary Azimuth Mark                     Grid Az
 AH3276:SPC MN C     -  4809 A                                   082 28 52.7
 AH3276:UTM  15      -  4809 A                                   083 22 47.2
 AH3276
 AH3276|---------------------------------------------------------------------|
 AH3276| PID    Reference Object                     Distance      Geod. Az  |
 AH3276|                                                           dddmmss.s |
 AH3276| AH3277 4809 A                              APPROX. 1.2 KM 0825547.4 |
 AH3276|---------------------------------------------------------------------|
 AH3276
 AH3276                          SUPERSEDED SURVEY CONTROL
 AH3276
 AH3276  NAD 83(1996)-  45 34 35.94557(N)    093 37 47.92415(W) AD(       ) 1
 AH3276  ELLIP H (09/28/98)  272.635  (m)                       GP(       ) 4 1
 AH3276  NAVD 88 (09/28/98)  300.36   (m)          985.4    (f) LEVELING    3  
 AH3276
 AH3276.Superseded values are not recommended for survey control.
 AH3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3276.See file dsdata.txt to determine how the superseded data were derived.
 AH3276
 AH3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5084847205(NAD 83)
 AH3276
 AH3276_MARKER: DD = SURVEY DISK
 AH3276_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3276_STAMPING: 4809 B 1997
 AH3276_MARK LOGO: MNDT  
 AH3276_PROJECTION: FLUSH
 AH3276_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3276+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3276_ROD/PIPE-DEPTH:  9.1 meters
 AH3276
 AH3276  HISTORY     - Date     Condition        Report By
 AH3276  HISTORY     - 1997     MONUMENTED       MNDT
 AH3276  HISTORY     - 19970401 GOOD             MNDT
 AH3276
 AH3276                          STATION DESCRIPTION
 AH3276
 AH3276'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3276'2.5 MI (4.0 KM) WEST OF PRINCETON, 1.15 MI (1.85 KM) WEST ALONG TH 95
 AH3276'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 21.2, ABOUT 300
 AH3276'FT (91.4 M) SOUTH OF TH 95, 30.2 FT (9.2 M) WEST OF 107TH AVE, 28.0 FT
 AH3276'(8.5 M) NORTH OF P-POLE, 19.4 FT (5.9 M) EAST OF R/W POST, 2.7 FT (0.8
 AH3276'M) SOUTH OF WIT POST, FLUSH WITH GROUND.
 AH3276
 AH3276                          STATION RECOVERY (1997)
 AH3276
 AH3276'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3276'2.5 MI (4.0 KM) WEST OF PRINCETON, 1.15 MI (1.85 KM) WEST ALONG TH 95
 AH3276'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 21.2, ABOUT 300
 AH3276'FT (91.4 M) SOUTH OF TH 95, 30.2 FT (9.2 M) WEST OF 107TH AVE, 28.0 FT
 AH3276'(8.5 M) NORTH OF P-POLE, 19.4 FT (5.9 M) EAST OF R/W POST, 2.7 FT (0.8
 AH3276'M) SOUTH OF WITNESS POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3275 ***********************************************************************
 AH3275  DESIGNATION -  4809 C
 AH3275  PID         -  AH3275
 AH3275  STATE/COUNTY-  MN/MILLE LACS
 AH3275  COUNTRY     -  US
 AH3275  USGS QUAD   -  PRINCETON SW (1968)
 AH3275
 AH3275                         *CURRENT SURVEY CONTROL
 AH3275  ______________________________________________________________________
 AH3275* NAD 83(2007) POSITION- 45 34 50.65616(N) 093 38 45.35626(W)   ADJUSTED  
 AH3275* NAD 83(2007) ELLIP HT-   272.054 (meters)        (02/10/07)   ADJUSTED
 AH3275* NAD 83(2007) EPOCH   -  2002.00
 AH3275* NAVD 88 ORTHO HEIGHT -   299.776  (meters)     983.52  (feet) ADJUSTED  
 AH3275  ______________________________________________________________________
 AH3275  NAD 83(2007) X  -   -284,371.566 (meters)                     COMP
 AH3275  NAD 83(2007) Y  - -4,462,862.056 (meters)                     COMP
 AH3275  NAD 83(2007) Z  -  4,532,948.538 (meters)                     COMP
 AH3275  LAPLACE CORR    -         -5.15  (seconds)                    DEFLEC09
 AH3275  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 AH3275  DYNAMIC HEIGHT  -        299.767 (meters)      983.49  (feet) COMP
 AH3275  MODELED GRAVITY -    980,579.3   (mgal)                       NAVD 88
 AH3275
 AH3275  VERT ORDER      -  SECOND    CLASS I
 AH3275
 AH3275  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3275  Type                                         Horiz  Ellip  Dist(km)
 AH3275  -------------------------------------------------------------------
 AH3275  NETWORK                                       0.45   0.57
 AH3275  -------------------------------------------------------------------
 AH3275  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.40   0.54      2.22
 AH3275  -------------------------------------------------------------------
 AH3275  NOTE: Click here for information on individual local accuracy
 AH3275  values and other accuracy information.
 AH3275
 AH3275
 AH3275.The horizontal coordinates were established by GPS observations
 AH3275.and adjusted by the National Geodetic Survey in February 2007.
 AH3275
 AH3275.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3275.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3275
 AH3275.The horizontal coordinates are valid at the epoch date displayed above
 AH3275.which is a decimal equivalence of Year/Month/Day.
 AH3275
 AH3275.The orthometric height was determined by differential leveling and
 AH3275.adjusted in August 2004.
 AH3275
 AH3275.Photographs are available for this station.
 AH3275
 AH3275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3275
 AH3275.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3275
 AH3275.The ellipsoidal height was determined by GPS observations
 AH3275.and is referenced to NAD 83.
 AH3275
 AH3275.The dynamic height is computed by dividing the NAVD 88
 AH3275.geopotential number by the normal gravity value computed on the
 AH3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3275.degrees latitude (g = 980.6199 gals.).
 AH3275
 AH3275.The modeled gravity was interpolated from observed gravity values.
 AH3275
 AH3275. The following values were computed from the NAD 83(2007) position.
 AH3275
 AH3275;                    North         East     Units Scale Factor Converg.
 AH3275;SPC MN C     -   164,727.364   847,145.157   MT  1.00000798   +0 26 13.1
 AH3275;SPC MN C     -   540,443.03  2,779,342.07   sFT  1.00000798   +0 26 13.1
 AH3275;UTM  15      - 5,047,669.191   449,607.572   MT  0.99963122   -0 27 40.9
 AH3275
 AH3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3275!SPC MN C     -   0.99995735  x   1.00000798  =   0.99996533
 AH3275!UTM  15      -   0.99995735  x   0.99963122  =   0.99958859
 AH3275
 AH3275:                Primary Azimuth Mark                     Grid Az
 AH3275:SPC MN C     -  4809 B                                   109 35 46.4
 AH3275:UTM  15      -  4809 B                                   110 29 40.4
 AH3275
 AH3275|---------------------------------------------------------------------|
 AH3275| PID    Reference Object                     Distance      Geod. Az  |
 AH3275|                                                           dddmmss.s |
 AH3275| AH3276 4809 B                              APPROX. 1.3 KM 1100159.5 |
 AH3275| AH3274 4809 D                              APPROX. 1.2 KM 2943932.0 |
 AH3275|---------------------------------------------------------------------|
 AH3275
 AH3275                          SUPERSEDED SURVEY CONTROL
 AH3275
 AH3275  NAD 83(1996)-  45 34 50.65584(N)    093 38 45.35600(W) AD(       ) 1
 AH3275  ELLIP H (09/28/98)  272.085  (m)                       GP(       ) 4 1
 AH3275  NAVD 88 (09/28/98)  299.78   (m)          983.5    (f) LEVELING    3  
 AH3275
 AH3275.Superseded values are not recommended for survey control.
 AH3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3275.See file dsdata.txt to determine how the superseded data were derived.
 AH3275
 AH3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4960747669(NAD 83)
 AH3275
 AH3275_MARKER: DD = SURVEY DISK
 AH3275_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3275_STAMPING: 4809 C 1997
 AH3275_MARK LOGO: MNDT  
 AH3275_PROJECTION: RECESSED 3 CENTIMETERS
 AH3275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3275+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3275_ROD/PIPE-DEPTH: 19.8 meters
 AH3275
 AH3275  HISTORY     - Date     Condition        Report By
 AH3275  HISTORY     - 1997     MONUMENTED       MNDT
 AH3275  HISTORY     - 19970401 GOOD             MNDT
 AH3275
 AH3275                          STATION DESCRIPTION
 AH3275
 AH3275'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3275'3.5 MI (5.6 KM) WEST OF PRINCETON, 2.3 MI (3.7 KM) WEST ALONG TH 95
 AH3275'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 20.05, 146.0 FT
 AH3275'(44.5 M) SOUTH OF TH 95, 59.0 FT (18.0 M) WEST OF 115TH AVE, 18.1 FT
 AH3275'(5.5 M) ESE OF P-POLE, 3.0 FT (0.9 M) NNE OF FENCE, 2.6 FT (0.8 M) NNE
 AH3275'OF WIT POST, RECESSED 0.1 FT (3.0 CM) .
 AH3275
 AH3275                          STATION RECOVERY (1997)
 AH3275
 AH3275'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3275'3.5 MI (5.6 KM) WEST OF PRINCETON, 2.3 MI (3.7 KM) WEST ALONG TH 95
 AH3275'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 20.05, 146.0 FT
 AH3275'(44.5 M) SOUTH OF TH 95, 59.0 FT (18.0 M) WEST OF 115TH AVE, 18.1 FT
 AH3275'(5.5 M) ESE OF P-POLE, 3.0 FT (0.9 M) NNE OF FENCE, 2.6 FT (0.8 M) NNE
 AH3275'OF WITNESS POST, RECESSED 0.1 FT (3.0 CM).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3274 ***********************************************************************
 AH3274  DESIGNATION -  4809 D
 AH3274  PID         -  AH3274
 AH3274  STATE/COUNTY-  MN/MILLE LACS
 AH3274  COUNTRY     -  US
 AH3274  USGS QUAD   -  PRINCETON SW (1968)
 AH3274
 AH3274                         *CURRENT SURVEY CONTROL
 AH3274  ______________________________________________________________________
 AH3274* NAD 83(2007) POSITION- 45 35 06.80598(N) 093 39 35.46652(W)   ADJUSTED  
 AH3274* NAD 83(2007) ELLIP HT-   273.123 (meters)        (02/10/07)   ADJUSTED
 AH3274* NAD 83(2007) EPOCH   -  2002.00
 AH3274* NAVD 88 ORTHO HEIGHT -   300.818  (meters)     986.93  (feet) ADJUSTED  
 AH3274  ______________________________________________________________________
 AH3274  NAD 83(2007) X  -   -285,433.086 (meters)                     COMP
 AH3274  NAD 83(2007) Y  - -4,462,438.168 (meters)                     COMP
 AH3274  NAD 83(2007) Z  -  4,533,298.271 (meters)                     COMP
 AH3274  LAPLACE CORR    -         -4.71  (seconds)                    DEFLEC09
 AH3274  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 AH3274  DYNAMIC HEIGHT  -        300.810 (meters)      986.91  (feet) COMP
 AH3274  MODELED GRAVITY -    980,581.0   (mgal)                       NAVD 88
 AH3274
 AH3274  VERT ORDER      -  SECOND    CLASS I
 AH3274
 AH3274  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3274  Type                                         Horiz  Ellip  Dist(km)
 AH3274  -------------------------------------------------------------------
 AH3274  NETWORK                                       0.56   0.76
 AH3274  -------------------------------------------------------------------
 AH3274  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.53      1.36
 AH3274  -------------------------------------------------------------------
 AH3274  NOTE: Click here for information on individual local accuracy
 AH3274  values and other accuracy information.
 AH3274
 AH3274
 AH3274.The horizontal coordinates were established by GPS observations
 AH3274.and adjusted by the National Geodetic Survey in February 2007.
 AH3274
 AH3274.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3274.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3274
 AH3274.The horizontal coordinates are valid at the epoch date displayed above
 AH3274.which is a decimal equivalence of Year/Month/Day.
 AH3274
 AH3274.The orthometric height was determined by differential leveling and
 AH3274.adjusted in August 2004.
 AH3274
 AH3274.Photographs are available for this station.
 AH3274
 AH3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3274
 AH3274.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3274
 AH3274.The ellipsoidal height was determined by GPS observations
 AH3274.and is referenced to NAD 83.
 AH3274
 AH3274.The dynamic height is computed by dividing the NAVD 88
 AH3274.geopotential number by the normal gravity value computed on the
 AH3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3274.degrees latitude (g = 980.6199 gals.).
 AH3274
 AH3274.The modeled gravity was interpolated from observed gravity values.
 AH3274
 AH3274. The following values were computed from the NAD 83(2007) position.
 AH3274
 AH3274;                    North         East     Units Scale Factor Converg.
 AH3274;SPC MN C     -   165,217.759   846,055.097   MT  1.00000696   +0 25 36.9
 AH3274;SPC MN C     -   542,051.93  2,775,765.76   sFT  1.00000696   +0 25 36.9
 AH3274;UTM  15      - 5,048,176.425   448,525.741   MT  0.99963257   -0 28 16.8
 AH3274
 AH3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3274!SPC MN C     -   0.99995718  x   1.00000696  =   0.99996414
 AH3274!UTM  15      -   0.99995718  x   0.99963257  =   0.99958977
 AH3274
 AH3274:                Primary Azimuth Mark                     Grid Az
 AH3274:SPC MN C     -  4809 C                                   114 13 19.4
 AH3274:UTM  15      -  4809 C                                   115 07 13.1
 AH3274
 AH3274|---------------------------------------------------------------------|
 AH3274| PID    Reference Object                     Distance      Geod. Az  |
 AH3274|                                                           dddmmss.s |
 AH3274| AH3275 4809 C                              APPROX. 1.2 KM 1143856.3 |
 AH3274|---------------------------------------------------------------------|
 AH3274
 AH3274                          SUPERSEDED SURVEY CONTROL
 AH3274
 AH3274  NAD 83(1996)-  45 35 06.80565(N)    093 39 35.46624(W) AD(       ) 1
 AH3274  ELLIP H (09/28/98)  273.150  (m)                       GP(       ) 4 1
 AH3274  NAVD 88 (09/28/98)  300.82   (m)          986.9    (f) LEVELING    3  
 AH3274
 AH3274.Superseded values are not recommended for survey control.
 AH3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3274.See file dsdata.txt to determine how the superseded data were derived.
 AH3274
 AH3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4852548176(NAD 83)
 AH3274
 AH3274_MARKER: DD = SURVEY DISK
 AH3274_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3274_STAMPING: 4809 D 1997
 AH3274_MARK LOGO: MNDT  
 AH3274_PROJECTION: FLUSH
 AH3274_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3274+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3274_ROD/PIPE-DEPTH: 10.7 meters
 AH3274
 AH3274  HISTORY     - Date     Condition        Report By
 AH3274  HISTORY     - 1997     MONUMENTED       MNDT
 AH3274  HISTORY     - 19970401 GOOD             MNDT
 AH3274
 AH3274                          STATION DESCRIPTION
 AH3274
 AH3274'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3274'4.25 MI (6.84 KM) WEST OF PRINCETON, 3.05 MI (4.91 KM) WEST ON TH 95
 AH3274'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 19.3, 97.6 FT
 AH3274'(29.7 M) NORTH OF TH 95, 7.4 FT (2.3 M) WEST OF P-POLE, 2.0 FT (0.6 M)
 AH3274'EAST OF WIT POST, FLUSH WITH GROUND.
 AH3274
 AH3274                          STATION RECOVERY (1997)
 AH3274
 AH3274'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3274'4.25 MI (6.84 KM) WEST OF PRINCETON, 3.05 MI (4.91 KM) WEST ON TH 95
 AH3274'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 19.3, 97.6 FT
 AH3274'(29.7 M) NORTH OF TH 95, 7.4 FT (2.3 M) WEST OF P-POLE, 2.0 FT (0.6 M)
 AH3274'EAST OF WITNESS POST, FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3272 ***********************************************************************
 AH3272  DESIGNATION -  4809 E
 AH3272  PID         -  AH3272
 AH3272  STATE/COUNTY-  MN/MILLE LACS
 AH3272  COUNTRY     -  US
 AH3272  USGS QUAD   -  PRINCETON SW (1968)
 AH3272
 AH3272                         *CURRENT SURVEY CONTROL
 AH3272  ______________________________________________________________________
 AH3272* NAD 83(2007) POSITION- 45 35 06.77635(N) 093 40 38.32391(W)   ADJUSTED  
 AH3272* NAD 83(2007) ELLIP HT-   274.717 (meters)        (02/10/07)   ADJUSTED
 AH3272* NAD 83(2007) EPOCH   -  2002.00
 AH3272* NAVD 88 ORTHO HEIGHT -   302.371  (meters)     992.03  (feet) ADJUSTED  
 AH3272  ______________________________________________________________________
 AH3272  NAD 83(2007) X  -   -286,793.075 (meters)                     COMP
 AH3272  NAD 83(2007) Y  - -4,462,352.743 (meters)                     COMP
 AH3272  NAD 83(2007) Z  -  4,533,298.769 (meters)                     COMP
 AH3272  LAPLACE CORR    -         -4.49  (seconds)                    DEFLEC09
 AH3272  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 AH3272  DYNAMIC HEIGHT  -        302.363 (meters)      992.00  (feet) COMP
 AH3272  MODELED GRAVITY -    980,581.9   (mgal)                       NAVD 88
 AH3272
 AH3272  VERT ORDER      -  SECOND    CLASS I
 AH3272
 AH3272  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3272  Type                                         Horiz  Ellip  Dist(km)
 AH3272  -------------------------------------------------------------------
 AH3272  NETWORK                                       0.58   0.78
 AH3272  -------------------------------------------------------------------
 AH3272  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.39   0.49      1.45
 AH3272  -------------------------------------------------------------------
 AH3272  NOTE: Click here for information on individual local accuracy
 AH3272  values and other accuracy information.
 AH3272
 AH3272
 AH3272.The horizontal coordinates were established by GPS observations
 AH3272.and adjusted by the National Geodetic Survey in February 2007.
 AH3272
 AH3272.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3272.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3272
 AH3272.The horizontal coordinates are valid at the epoch date displayed above
 AH3272.which is a decimal equivalence of Year/Month/Day.
 AH3272
 AH3272.The orthometric height was determined by differential leveling and
 AH3272.adjusted in August 2004.
 AH3272
 AH3272.Photographs are available for this station.
 AH3272
 AH3272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3272
 AH3272.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3272
 AH3272.The ellipsoidal height was determined by GPS observations
 AH3272.and is referenced to NAD 83.
 AH3272
 AH3272.The dynamic height is computed by dividing the NAVD 88
 AH3272.geopotential number by the normal gravity value computed on the
 AH3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3272.degrees latitude (g = 980.6199 gals.).
 AH3272
 AH3272.The modeled gravity was interpolated from observed gravity values.
 AH3272
 AH3272. The following values were computed from the NAD 83(2007) position.
 AH3272
 AH3272;                    North         East     Units Scale Factor Converg.
 AH3272;SPC MN C     -   165,206.842   844,692.522   MT  1.00000696   +0 24 51.4
 AH3272;SPC MN C     -   542,016.11  2,771,295.38   sFT  1.00000696   +0 24 51.4
 AH3272;UTM  15      - 5,048,186.863   447,163.671   MT  0.99963432   -0 29 01.7
 AH3272
 AH3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3272!SPC MN C     -   0.99995693  x   1.00000696  =   0.99996389
 AH3272!UTM  15      -   0.99995693  x   0.99963432  =   0.99959127
 AH3272
 AH3272                          SUPERSEDED SURVEY CONTROL
 AH3272
 AH3272  NAD 83(1996)-  45 35 06.77601(N)    093 40 38.32361(W) AD(       ) 1
 AH3272  ELLIP H (09/28/98)  274.743  (m)                       GP(       ) 4 1
 AH3272  NAVD 88 (09/28/98)  302.37   (m)          992.0    (f) LEVELING    3  
 AH3272
 AH3272.Superseded values are not recommended for survey control.
 AH3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3272.See file dsdata.txt to determine how the superseded data were derived.
 AH3272
 AH3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4716348186(NAD 83)
 AH3272
 AH3272_MARKER: DD = SURVEY DISK
 AH3272_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3272_STAMPING: 4809 E 1997
 AH3272_MARK LOGO: MNDT  
 AH3272_PROJECTION: RECESSED 5 CENTIMETERS
 AH3272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3272+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH3272_ROD/PIPE-DEPTH: 21.0 meters
 AH3272
 AH3272  HISTORY     - Date     Condition        Report By
 AH3272  HISTORY     - 1997     MONUMENTED       MNDT
 AH3272  HISTORY     - 19970401 GOOD             MNDT
 AH3272  HISTORY     - 20081015 GOOD             MNDT
 AH3272
 AH3272                          STATION DESCRIPTION
 AH3272
 AH3272'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3272'5 MI (8.0 KM) WEST OF PRINCETON, 3.9 MI (6.3 KM) WEST ON TH 95, FROM
 AH3272'JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 18.45, 90.5 FT (27.6
 AH3272'M) NORTH OF TH 95, 102.7 FT (31.3 M) WEST OF P-POLE, 2.7 FT (0.8 M)
 AH3272'EAST OF WIT POST, FLUSH WITH GROUND.
 AH3272
 AH3272                          STATION RECOVERY (1997)
 AH3272
 AH3272'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3272'5 MI (8.0 KM) WEST OF PRINCETON, 3.9 MI (6.3 KM) WEST ON TH 95, FROM
 AH3272'JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 18.45, 90.5 FT (27.6
 AH3272'M) NORTH OF TH 95, 102.7 FT (31.3 M) WEST OF P-POLE, 2.7 FT (0.8 M)
 AH3272'EAST OF WITNESS POST, FLUSH WITH GROUND.
 AH3272
 AH3272                          STATION RECOVERY (2008)
 AH3272
 AH3272'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3272'5.0 MILES WEST OF PRINCETON, 3.9 MILES WEST ON TRUNK HIGHWAY 95, FROM
 AH3272'JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN PRINCETON, AT
 AH3272'TRUNK HIGHWAY 95 MILEPOINT 18.45, 90.5 FEET NORTH OF TRUNK HIGHWAY 95,
 AH3272'102.7 FEET WEST OF POWER POLE, 2.7 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7233 ***********************************************************************
 DL7233  DESIGNATION -  4809 F RESET
 DL7233  PID         -  DL7233
 DL7233  STATE/COUNTY-  MN/MILLE LACS
 DL7233  COUNTRY     -  US
 DL7233  USGS QUAD   -  PRINCETON SW (1968)
 DL7233
 DL7233                         *CURRENT SURVEY CONTROL
 DL7233  ______________________________________________________________________
 DL7233* NAD 83(2007) POSITION- 45 35 01.14640(N) 093 41 44.81081(W)   ADJUSTED  
 DL7233* NAD 83(2007) ELLIP HT-   278.081 (meters)        (10/16/09)   ADJUSTED
 DL7233* NAD 83(2007) EPOCH   -  2002.00
 DL7233* NAVD 88 ORTHO HEIGHT -   305.710  (meters)    1002.98  (feet) ADJUSTED  
 DL7233  ______________________________________________________________________
 DL7233  NAD 83(2007) X  -   -288,239.599 (meters)                     COMP
 DL7233  NAD 83(2007) Y  - -4,462,386.316 (meters)                     COMP
 DL7233  NAD 83(2007) Z  -  4,533,179.522 (meters)                     COMP
 DL7233  LAPLACE CORR    -         -4.24  (seconds)                    DEFLEC09
 DL7233  GEOID HEIGHT    -        -27.63  (meters)                     GEOID09
 DL7233  DYNAMIC HEIGHT  -        305.702 (meters)     1002.96  (feet) COMP
 DL7233  MODELED GRAVITY -    980,582.7   (mgal)                       NAVD 88
 DL7233
 DL7233  HORZ ORDER      -  FIRST
 DL7233  VERT ORDER      -  SECOND    CLASS I
 DL7233  ELLP ORDER      -  THIRD     CLASS I
 DL7233
 DL7233.The horizontal coordinates were established by GPS observations
 DL7233.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7233
 DL7233.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7233.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7233
 DL7233.The horizontal coordinates are valid at the epoch date displayed above
 DL7233.which is a decimal equivalence of Year/Month/Day.
 DL7233
 DL7233.The orthometric height was determined by differential leveling and
 DL7233.adjusted in February 2011.
 DL7233
 DL7233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7233
 DL7233.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7233
 DL7233.The ellipsoidal height was determined by GPS observations
 DL7233.and is referenced to NAD 83.
 DL7233
 DL7233.The dynamic height is computed by dividing the NAVD 88
 DL7233.geopotential number by the normal gravity value computed on the
 DL7233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7233.degrees latitude (g = 980.6199 gals.).
 DL7233
 DL7233.The modeled gravity was interpolated from observed gravity values.
 DL7233
 DL7233. The following values were computed from the NAD 83(2007) position.
 DL7233
 DL7233;                    North         East     Units Scale Factor Converg.
 DL7233;SPC MN C     -   165,022.778   843,252.475   MT  1.00000732   +0 24 03.3
 DL7233;SPC MN C     -   541,412.23  2,766,570.83   sFT  1.00000732   +0 24 03.3
 DL7233;UTM  15      - 5,048,025.451   445,721.452   MT  0.99963622   -0 29 49.2
 DL7233
 DL7233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7233!SPC MN C     -   0.99995641  x   1.00000732  =   0.99996373
 DL7233!UTM  15      -   0.99995641  x   0.99963622  =   0.99959264
 DL7233
 DL7233                          SUPERSEDED SURVEY CONTROL
 DL7233
 DL7233  NAVD 88 (10/16/09)  305.71   (m)         1003.0    (f) LEVELING    3  
 DL7233
 DL7233.Superseded values are not recommended for survey control.
 DL7233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7233.See file dsdata.txt to determine how the superseded data were derived.
 DL7233
 DL7233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4572148025(NAD 83)
 DL7233
 DL7233_MARKER: I = METAL ROD
 DL7233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7233_STAMPING: 4809 F RESET 2008
 DL7233_MARK LOGO: MNDT  
 DL7233_PROJECTION: RECESSED 5 CENTIMETERS
 DL7233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7233+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 DL7233_ROD/PIPE-DEPTH:  9.1 meters
 DL7233
 DL7233  HISTORY     - Date     Condition        Report By
 DL7233  HISTORY     - 20081015 MONUMENTED       MNDT
 DL7233
 DL7233                          STATION DESCRIPTION
 DL7233
 DL7233'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7233'4.8 MILES WEST ALONG TRUNK HIGHWAY 95 FROM JUNCTION OF TRUNK HIGHWAY
 DL7233'95 AND TRUNK HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY 95 MILEPOINT
 DL7233'17.55, 198.0 FEET SOUTH OF TRUNK HIGHWAY 95, 50.2 FEET EAST OF COUNTY
 DL7233'ROAD 6, 2.7 FEET NORTH OF RIGHT-OF-WAY POST, 133 FEET NORTH OF APPLE
 DL7233'ROAD, 2.9 FEET OF SOUTH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3270 ***********************************************************************
 AH3270  DESIGNATION -  4809 G
 AH3270  PID         -  AH3270
 AH3270  STATE/COUNTY-  MN/MILLE LACS
 AH3270  COUNTRY     -  US
 AH3270  USGS QUAD   -  PRINCETON SW (1968)
 AH3270
 AH3270                         *CURRENT SURVEY CONTROL
 AH3270  ______________________________________________________________________
 AH3270* NAD 83(2007) POSITION- 45 35 18.31547(N) 093 42 58.61313(W)   ADJUSTED  
 AH3270* NAD 83(2007) ELLIP HT-   282.735 (meters)        (02/10/07)   ADJUSTED
 AH3270* NAD 83(2007) EPOCH   -  2002.00
 AH3270* NAVD 88 ORTHO HEIGHT -   310.325  (meters)    1018.12  (feet) ADJUSTED  
 AH3270  ______________________________________________________________________
 AH3270  NAD 83(2007) X  -   -289,811.908 (meters)                     COMP
 AH3270  NAD 83(2007) Y  - -4,461,908.301 (meters)                     COMP
 AH3270  NAD 83(2007) Z  -  4,533,553.820 (meters)                     COMP
 AH3270  LAPLACE CORR    -         -4.03  (seconds)                    DEFLEC09
 AH3270  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 AH3270  DYNAMIC HEIGHT  -        310.318 (meters)     1018.10  (feet) COMP
 AH3270  MODELED GRAVITY -    980,584.1   (mgal)                       NAVD 88
 AH3270
 AH3270  VERT ORDER      -  SECOND    CLASS I
 AH3270
 AH3270  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3270  Type                                         Horiz  Ellip  Dist(km)
 AH3270  -------------------------------------------------------------------
 AH3270  NETWORK                                       0.58   0.73
 AH3270  -------------------------------------------------------------------
 AH3270  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.45      1.90
 AH3270  -------------------------------------------------------------------
 AH3270  NOTE: Click here for information on individual local accuracy
 AH3270  values and other accuracy information.
 AH3270
 AH3270
 AH3270.The horizontal coordinates were established by GPS observations
 AH3270.and adjusted by the National Geodetic Survey in February 2007.
 AH3270
 AH3270.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3270.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3270
 AH3270.The horizontal coordinates are valid at the epoch date displayed above
 AH3270.which is a decimal equivalence of Year/Month/Day.
 AH3270
 AH3270.The orthometric height was determined by differential leveling and
 AH3270.adjusted in August 2004.
 AH3270
 AH3270.Photographs are available for this station.
 AH3270
 AH3270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3270
 AH3270.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3270
 AH3270.The ellipsoidal height was determined by GPS observations
 AH3270.and is referenced to NAD 83.
 AH3270
 AH3270.The dynamic height is computed by dividing the NAVD 88
 AH3270.geopotential number by the normal gravity value computed on the
 AH3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3270.degrees latitude (g = 980.6199 gals.).
 AH3270
 AH3270.The modeled gravity was interpolated from observed gravity values.
 AH3270
 AH3270. The following values were computed from the NAD 83(2007) position.
 AH3270
 AH3270;                    North         East     Units Scale Factor Converg.
 AH3270;SPC MN C     -   165,541.844   841,649.013   MT  1.00000624   +0 23 09.9
 AH3270;SPC MN C     -   543,115.20  2,761,310.14   sFT  1.00000624   +0 23 09.9
 AH3270;UTM  15      - 5,048,569.378   444,126.910   MT  0.99963838   -0 30 42.0
 AH3270
 AH3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3270!SPC MN C     -   0.99995568  x   1.00000624  =   0.99996192
 AH3270!UTM  15      -   0.99995568  x   0.99963838  =   0.99959407
 AH3270
 AH3270                          SUPERSEDED SURVEY CONTROL
 AH3270
 AH3270  NAD 83(1996)-  45 35 18.31513(N)    093 42 58.61277(W) AD(       ) 1
 AH3270  ELLIP H (09/28/98)  282.756  (m)                       GP(       ) 4 1
 AH3270  NAVD 88 (10/16/09)  310.33   (m)         1018.1    (f) LEVELING    3  
 AH3270  NAVD 88 (09/28/98)  310.33   (m)         1018.1    (f) LEVELING    3  
 AH3270
 AH3270.Superseded values are not recommended for survey control.
 AH3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3270.See file dsdata.txt to determine how the superseded data were derived.
 AH3270
 AH3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4412648569(NAD 83)
 AH3270
 AH3270_MARKER: DD = SURVEY DISK
 AH3270_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3270_STAMPING: 4809 G 1997
 AH3270_MARK LOGO: MNDT  
 AH3270_PROJECTION: RECESSED 5 CENTIMETERS
 AH3270_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3270+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AH3270_ROD/PIPE-DEPTH:  6.1 meters
 AH3270
 AH3270  HISTORY     - Date     Condition        Report By
 AH3270  HISTORY     - 1997     MONUMENTED       MNDT
 AH3270  HISTORY     - 19970401 GOOD             MNDT
 AH3270  HISTORY     - 20081015 GOOD             MNDT
 AH3270
 AH3270                          STATION DESCRIPTION
 AH3270
 AH3270'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3270'6.5 MI (10.5 KM) WEST OF PRINCETON, 5.85 MI (9.41 KM) WEST ALONG TH 95
 AH3270'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 16.45, 96.0 FT
 AH3270'(29.3 M) NORTH OF TH 95, 56.8 FT (17.3 M) EAST OF CO RD 136, 2.0 FT
 AH3270'(0.6 M) SOUTH OF CHAIN LINK FENCE, 25.4 FT (7.7 M) WEST OF P-POLE, 3.0
 AH3270'FT (0.9 M) EAST OF WIT POST, FLUSH WITH GROUND.
 AH3270
 AH3270                          STATION RECOVERY (1997)
 AH3270
 AH3270'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3270'6.5 MI (10.5 KM) WEST OF PRINCETON, 5.85 MI (9.41 KM) WEST ALONG TH 95
 AH3270'FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95 MP 16.45, 96.0 FT
 AH3270'(29.3 M) NORTH OF TH 95, 56.8 FT (17.3 M) EAST OF CO RD 136, 2.0 FT
 AH3270'(0.6 M) SOUTH OF CHAIN LINK FENCE, 25.4 FT (7.7 M) WEST OF P-POLE, 3.0
 AH3270'FT (0.9 M) EAST OF WITNESS POST, FLUSH WITH GROUND.
 AH3270
 AH3270                          STATION RECOVERY (2008)
 AH3270
 AH3270'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AH3270'6.5 MILES WEST OF PRINCETON, 5.85 MILES WEST ALONG TRUNK HIGHWAY 95
 AH3270'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN PRINCETON,
 AH3270'AT TRUNK HIGHWAY 95 MILEPOINT 16.45, 96.0 FEET NORTH OF TRUNK HIGHWAY
 AH3270'95, 56.8 FEET EAST OF COUNTY ROAD 136, 2.0 FEET SOUTH OF CHAIN LINK
 AH3270'FENCE, 25.4 FEET WEST OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7234 ***********************************************************************
 DL7234  DESIGNATION -  4809 H RESET
 DL7234  PID         -  DL7234
 DL7234  STATE/COUNTY-  MN/MILLE LACS
 DL7234  COUNTRY     -  US
 DL7234  USGS QUAD   -  PRINCETON SW (1968)
 DL7234
 DL7234                         *CURRENT SURVEY CONTROL
 DL7234  ______________________________________________________________________
 DL7234* NAD 83(2007) POSITION- 45 35 18.32917(N) 093 44 13.39193(W)   ADJUSTED  
 DL7234* NAD 83(2007) ELLIP HT-   282.717 (meters)        (10/16/09)   ADJUSTED
 DL7234* NAD 83(2007) EPOCH   -  2002.00
 DL7234* NAVD 88 ORTHO HEIGHT -   310.284  (meters)    1017.99  (feet) ADJUSTED  
 DL7234  ______________________________________________________________________
 DL7234  NAD 83(2007) X  -   -291,429.479 (meters)                     COMP
 DL7234  NAD 83(2007) Y  - -4,461,802.626 (meters)                     COMP
 DL7234  NAD 83(2007) Z  -  4,533,554.103 (meters)                     COMP
 DL7234  LAPLACE CORR    -         -3.93  (seconds)                    DEFLEC09
 DL7234  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 DL7234  DYNAMIC HEIGHT  -        310.277 (meters)     1017.97  (feet) COMP
 DL7234  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 DL7234
 DL7234  HORZ ORDER      -  FIRST
 DL7234  VERT ORDER      -  SECOND    CLASS I
 DL7234  ELLP ORDER      -  THIRD     CLASS I
 DL7234
 DL7234.The horizontal coordinates were established by GPS observations
 DL7234.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7234
 DL7234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7234.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7234
 DL7234.The horizontal coordinates are valid at the epoch date displayed above
 DL7234.which is a decimal equivalence of Year/Month/Day.
 DL7234
 DL7234.The orthometric height was determined by differential leveling and
 DL7234.adjusted in February 2011.
 DL7234
 DL7234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7234
 DL7234.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7234
 DL7234.The ellipsoidal height was determined by GPS observations
 DL7234.and is referenced to NAD 83.
 DL7234
 DL7234.The dynamic height is computed by dividing the NAVD 88
 DL7234.geopotential number by the normal gravity value computed on the
 DL7234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7234.degrees latitude (g = 980.6199 gals.).
 DL7234
 DL7234.The modeled gravity was interpolated from observed gravity values.
 DL7234
 DL7234. The following values were computed from the NAD 83(2007) position.
 DL7234
 DL7234;                    North         East     Units Scale Factor Converg.
 DL7234;SPC MN C     -   165,531.557   840,028.088   MT  1.00000624   +0 22 15.8
 DL7234;SPC MN C     -   543,081.45  2,755,992.15   sFT  1.00000624   +0 22 15.8
 DL7234;UTM  15      - 5,048,584.481   442,506.617   MT  0.99964064   -0 31 35.5
 DL7234
 DL7234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7234!SPC MN C     -   0.99995568  x   1.00000624  =   0.99996192
 DL7234!UTM  15      -   0.99995568  x   0.99964064  =   0.99959633
 DL7234
 DL7234                          SUPERSEDED SURVEY CONTROL
 DL7234
 DL7234  NAVD 88 (10/16/09)  310.28   (m)         1018.0    (f) LEVELING    3  
 DL7234
 DL7234.Superseded values are not recommended for survey control.
 DL7234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7234.See file dsdata.txt to determine how the superseded data were derived.
 DL7234
 DL7234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4250648584(NAD 83)
 DL7234
 DL7234_MARKER: DD = SURVEY DISK
 DL7234_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7234_STAMPING: 4809 H RESET 2008
 DL7234_MARK LOGO: MNDT  
 DL7234_PROJECTION: FLUSH
 DL7234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7234+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 DL7234_ROD/PIPE-DEPTH:  7.3 meters
 DL7234
 DL7234  HISTORY     - Date     Condition        Report By
 DL7234  HISTORY     - 20081015 MONUMENTED       MNDT
 DL7234
 DL7234                          STATION DESCRIPTION
 DL7234
 DL7234'DESCRIBED BY MN DEPT OF TRANSP 2008
 DL7234'7.5 MILES WEST OF PRINCETON, 6.85 MILES WEST ALONG TRUNK HIGHWAY 95
 DL7234'FROM JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN PRINCETON,
 DL7234'AT TRUNK HIGHWAY 95 MILEPOINT 15.5, 153.0 FEET SOUTH OF TRUNK HIGHWAY
 DL7234'95, 44.0 FEET EAST OF COUNTY ROAD 7, 37.5 FEET WEST-NORTHWEST OF FENCE
 DL7234'LINE, 2.3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH3267 ***********************************************************************
 AH3267  DESIGNATION -  4809 J
 AH3267  PID         -  AH3267
 AH3267  STATE/COUNTY-  MN/MILLE LACS
 AH3267  COUNTRY     -  US
 AH3267  USGS QUAD   -  SANTIAGO (1968)
 AH3267
 AH3267                         *CURRENT SURVEY CONTROL
 AH3267  ______________________________________________________________________
 AH3267* NAD 83(2007) POSITION- 45 35 21.02284(N) 093 45 09.71310(W)   ADJUSTED  
 AH3267* NAD 83(2007) ELLIP HT-   287.456 (meters)        (02/10/07)   ADJUSTED
 AH3267* NAD 83(2007) EPOCH   -  2002.00
 AH3267* NAVD 88 ORTHO HEIGHT -   314.989  (meters)    1033.43  (feet) ADJUSTED  
 AH3267  ______________________________________________________________________
 AH3267  NAD 83(2007) X  -   -292,644.104 (meters)                     COMP
 AH3267  NAD 83(2007) Y  - -4,461,666.913 (meters)                     COMP
 AH3267  NAD 83(2007) Z  -  4,533,615.688 (meters)                     COMP
 AH3267  LAPLACE CORR    -         -3.87  (seconds)                    DEFLEC09
 AH3267  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AH3267  DYNAMIC HEIGHT  -        314.982 (meters)     1033.40  (feet) COMP
 AH3267  MODELED GRAVITY -    980,585.1   (mgal)                       NAVD 88
 AH3267
 AH3267  VERT ORDER      -  SECOND    CLASS I
 AH3267
 AH3267  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH3267  Type                                         Horiz  Ellip  Dist(km)
 AH3267  -------------------------------------------------------------------
 AH3267  NETWORK                                       0.52   0.69
 AH3267  -------------------------------------------------------------------
 AH3267  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.43   0.50      2.11
 AH3267  -------------------------------------------------------------------
 AH3267  NOTE: Click here for information on individual local accuracy
 AH3267  values and other accuracy information.
 AH3267
 AH3267
 AH3267.The horizontal coordinates were established by GPS observations
 AH3267.and adjusted by the National Geodetic Survey in February 2007.
 AH3267
 AH3267.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH3267.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH3267
 AH3267.The horizontal coordinates are valid at the epoch date displayed above
 AH3267.which is a decimal equivalence of Year/Month/Day.
 AH3267
 AH3267.The orthometric height was determined by differential leveling and
 AH3267.adjusted in August 2004.
 AH3267
 AH3267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3267
 AH3267.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH3267
 AH3267.The ellipsoidal height was determined by GPS observations
 AH3267.and is referenced to NAD 83.
 AH3267
 AH3267.The dynamic height is computed by dividing the NAVD 88
 AH3267.geopotential number by the normal gravity value computed on the
 AH3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH3267.degrees latitude (g = 980.6199 gals.).
 AH3267
 AH3267.The modeled gravity was interpolated from observed gravity values.
 AH3267
 AH3267. The following values were computed from the NAD 83(2007) position.
 AH3267
 AH3267;                    North         East     Units Scale Factor Converg.
 AH3267;SPC MN C     -   165,606.932   838,806.733   MT  1.00000607   +0 21 35.1
 AH3267;SPC MN C     -   543,328.74  2,751,985.09   sFT  1.00000607   +0 21 35.1
 AH3267;UTM  15      - 5,048,678.943   441,287.038   MT  0.99964238   -0 32 15.7
 AH3267
 AH3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3267!SPC MN C     -   0.99995494  x   1.00000607  =   0.99996101
 AH3267!UTM  15      -   0.99995494  x   0.99964238  =   0.99959733
 AH3267
 AH3267:                Primary Azimuth Mark                     Grid Az
 AH3267:SPC MN C     -  4809 H                                   093 31 52.1
 AH3267:UTM  15      -  4809 H                                   094 25 42.9
 AH3267
 AH3267|---------------------------------------------------------------------|
 AH3267| PID    Reference Object                     Distance      Geod. Az  |
 AH3267|                                                           dddmmss.s |
 AH3267| AH3268 4809 H                              APPROX. 1.2 KM 0935327.2 |
 AH3267|---------------------------------------------------------------------|
 AH3267
 AH3267                          SUPERSEDED SURVEY CONTROL
 AH3267
 AH3267  NAD 83(1996)-  45 35 21.02248(N)    093 45 09.71271(W) AD(       ) 1
 AH3267  ELLIP H (09/28/98)  287.475  (m)                       GP(       ) 4 1
 AH3267  NAVD 88 (09/28/98)  314.99   (m)         1033.4    (f) LEVELING    3  
 AH3267
 AH3267.Superseded values are not recommended for survey control.
 AH3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3267.See file dsdata.txt to determine how the superseded data were derived.
 AH3267
 AH3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4128748678(NAD 83)
 AH3267
 AH3267_MARKER: DD = SURVEY DISK
 AH3267_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH3267_STAMPING: 4809 J 1997
 AH3267_MARK LOGO: MNDT  
 AH3267_PROJECTION: RECESSED 5 CENTIMETERS
 AH3267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH3267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3267+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1997
 AH3267_ROD/PIPE-DEPTH:  3.0 meters
 AH3267
 AH3267  HISTORY     - Date     Condition        Report By
 AH3267  HISTORY     - 1997     MONUMENTED       MNDT
 AH3267  HISTORY     - 19970401 GOOD             MNDT
 AH3267
 AH3267                          STATION DESCRIPTION
 AH3267
 AH3267'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AH3267'1 MI (1.6 KM) NE OF GLENDORADO, 7.85 MI (12.63 KM) EAST ON TH 95 FROM
 AH3267'JCT OF TH 95 AND TH 25, AT TH 95 MP 14.8, 97.5 FT (29.7 M) NORTH OF TH
 AH3267'95 , 6.0 FT (1.8 M) EAST OF FIELD ENT, 6.0 FT (1.8 M) ESE OF COR FENCE
 AH3267'POST, 40.2 FT (12.3 M) EAST OF P-POLE, 25.0 FT (7.6 M) WEST OF R/W
 AH3267'POST, 2.0 FT (0.6 M) SOUTH OF WIT POST, RECESSED 0.2 FT (6.1 CM) .
 AH3267
 AH3267                          STATION RECOVERY (1997)
 AH3267
 AH3267'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AH3267'1 MI (1.6 KM) NE OF GLENDORADO, 7.85 MI (12.63 KM) EAST ON TH 95 FROM
 AH3267'JCT OF TH 95 AND TH 25, AT TH 95 MP 14.8, 97.5 FT (29.7 M) NORTH OF TH
 AH3267'95 , 6.0 FT (1.8 M) EAST OF FIELD ENT, 6.0 FT (1.8 M) ESE OF COR FENCE
 AH3267'POST, 40.2 FT (12.3 M) EAST OF P-POLE, 25.0 FT (7.6 M) W OF R/W POST,
 AH3267'2.0 FT (0.6 M) SOUTH OF WIT POST, RECESSED 0.2 FT (6.1 CM).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0367 ***********************************************************************
 AI0367  DESIGNATION -  4809 K
 AI0367  PID         -  AI0367
 AI0367  STATE/COUNTY-  MN/MILLE LACS
 AI0367  COUNTRY     -  US
 AI0367  USGS QUAD   -  PRINCETON SW (1968)
 AI0367
 AI0367                         *CURRENT SURVEY CONTROL
 AI0367  ______________________________________________________________________
 AI0367* NAD 83(1986) POSITION- 45 35 19.8    (N) 093 44 21.8    (W)   HD_HELD2  
 AI0367* NAVD 88 ORTHO HEIGHT -   311.142  (meters)    1020.81  (feet) ADJUSTED  
 AI0367  ______________________________________________________________________
 AI0367  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 AI0367  DYNAMIC HEIGHT  -        311.135 (meters)     1020.78  (feet) COMP
 AI0367  MODELED GRAVITY -    980,584.8   (mgal)                       NAVD 88
 AI0367
 AI0367  VERT ORDER      -  SECOND    CLASS I
 AI0367
 AI0367.The horizontal coordinates were established by autonomous hand held GPS
 AI0367.observations and have an estimated accuracy of +/- 10 meters.
 AI0367.
 AI0367.The orthometric height was determined by differential leveling and
 AI0367.adjusted in August 2004.
 AI0367
 AI0367.Photographs are available for this station.
 AI0367
 AI0367.The dynamic height is computed by dividing the NAVD 88
 AI0367.geopotential number by the normal gravity value computed on the
 AI0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0367.degrees latitude (g = 980.6199 gals.).
 AI0367
 AI0367.The modeled gravity was interpolated from observed gravity values.
 AI0367
 AI0367;                    North         East    Units  Estimated Accuracy
 AI0367;SPC MN C     -   165,576.      839,846.      MT  (+/- 10 meters HH2 GPS)
 AI0367
 AI0367                          SUPERSEDED SURVEY CONTROL
 AI0367
 AI0367.No superseded survey control is available for this station.
 AI0367
 AI0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4232448631(NAD 83)
 AI0367
 AI0367_MARKER: DB = BENCH MARK DISK
 AI0367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AI0367_SP_SET: CULVERT HEADWALL
 AI0367_STAMPING: 4809 K 1997
 AI0367_MARK LOGO: MNDT  
 AI0367_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0367+STABILITY: SURFACE MOTION
 AI0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0367+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2006
 AI0367
 AI0367  HISTORY     - Date     Condition        Report By
 AI0367  HISTORY     - 1966     MONUMENTED       MNDT
 AI0367  HISTORY     - 19970401 GOOD             MNDT
 AI0367  HISTORY     - 20061024 GOOD             MNDT
 AI0367  HISTORY     - 20061024 GOOD             MNDT
 AI0367
 AI0367                          STATION DESCRIPTION
 AI0367
 AI0367'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 AI0367'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) NE OF GLENDORADO, IN HEADWALL
 AI0367'AT SE COR OF TH 95 BRDG NO 8914 OVER BATTLE BROOK, 7.0 MI (11.3 KM)
 AI0367'WEST ALONG TH 95 FROM JCT OF TH 95 AND TH 169 IN PRINCETON, AT TH 95
 AI0367'MP 15.4, 42.7 FT (13.0 M) SOUTH OF TH 95, 0.40 FT (12.19 CM) WEST OF
 AI0367'EAST END OF HEADWALL.
 AI0367
 AI0367                          STATION RECOVERY (2006)
 AI0367
 AI0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AI0367'RECOVERED AS DESCRIBED.
 AI0367
 AI0367                          STATION RECOVERY (2006)
 AI0367
 AI0367'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AI0367'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7235 ***********************************************************************
 DL7235  DESIGNATION -  4810 A
 DL7235  PID         -  DL7235
 DL7235  STATE/COUNTY-  MN/MILLE LACS
 DL7235  COUNTRY     -  US
 DL7235  USGS QUAD   -  PRINCETON (1982)
 DL7235
 DL7235                         *CURRENT SURVEY CONTROL
 DL7235  ______________________________________________________________________
 DL7235* NAD 83(2007) POSITION- 45 35 17.80202(N) 093 30 43.24901(W)   ADJUSTED  
 DL7235* NAD 83(2007) ELLIP HT-   273.268 (meters)        (10/16/09)   ADJUSTED
 DL7235* NAD 83(2007) EPOCH   -  2002.00
 DL7235* NAVD 88 ORTHO HEIGHT -   301.219  (meters)     988.25  (feet) ADJUSTED  
 DL7235  ______________________________________________________________________
 DL7235  NAD 83(2007) X  -   -273,903.034 (meters)                     COMP
 DL7235  NAD 83(2007) Y  - -4,462,917.855 (meters)                     COMP
 DL7235  NAD 83(2007) Z  -  4,533,535.964 (meters)                     COMP
 DL7235  LAPLACE CORR    -         -4.23  (seconds)                    DEFLEC09
 DL7235  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 DL7235  DYNAMIC HEIGHT  -        301.209 (meters)      988.22  (feet) COMP
 DL7235  MODELED GRAVITY -    980,572.8   (mgal)                       NAVD 88
 DL7235
 DL7235  HORZ ORDER      -  FIRST
 DL7235  VERT ORDER      -  SECOND    CLASS I
 DL7235  ELLP ORDER      -  THIRD     CLASS I
 DL7235
 DL7235.The horizontal coordinates were established by GPS observations
 DL7235.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7235
 DL7235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7235.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7235
 DL7235.The horizontal coordinates are valid at the epoch date displayed above
 DL7235.which is a decimal equivalence of Year/Month/Day.
 DL7235
 DL7235.The orthometric height was determined by differential leveling and
 DL7235.adjusted in February 2011.
 DL7235
 DL7235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7235
 DL7235.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7235
 DL7235.The ellipsoidal height was determined by GPS observations
 DL7235.and is referenced to NAD 83.
 DL7235
 DL7235.The dynamic height is computed by dividing the NAVD 88
 DL7235.geopotential number by the normal gravity value computed on the
 DL7235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7235.degrees latitude (g = 980.6199 gals.).
 DL7235
 DL7235.The modeled gravity was interpolated from observed gravity values.
 DL7235
 DL7235. The following values were computed from the NAD 83(2007) position.
 DL7235
 DL7235;                    North         East     Units Scale Factor Converg.
 DL7235;SPC MN C     -   165,653.959   857,588.910   MT  1.00000627   +0 32 01.9
 DL7235;SPC MN C     -   543,483.03  2,813,606.28   sFT  1.00000627   +0 32 01.9
 DL7235;UTM  15      - 5,048,431.525   460,060.584   MT  0.99961961   -0 21 56.7
 DL7235
 DL7235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7235!SPC MN C     -   0.99995716  x   1.00000627  =   0.99996343
 DL7235!UTM  15      -   0.99995716  x   0.99961961  =   0.99957679
 DL7235
 DL7235                          SUPERSEDED SURVEY CONTROL
 DL7235
 DL7235  NAVD 88 (10/16/09)  301.22   (m)          988.3    (f) LEVELING    3  
 DL7235
 DL7235.Superseded values are not recommended for survey control.
 DL7235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7235.See file dsdata.txt to determine how the superseded data were derived.
 DL7235
 DL7235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6006048431(NAD 83)
 DL7235
 DL7235_MARKER: DD = SURVEY DISK
 DL7235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7235_STAMPING: 4810 A 2006
 DL7235_MARK LOGO: MNDT  
 DL7235_PROJECTION: FLUSH
 DL7235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7235+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7235_ROD/PIPE-DEPTH: 15.2 meters
 DL7235
 DL7235  HISTORY     - Date     Condition        Report By
 DL7235  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7235  HISTORY     - 20081013 GOOD             MNDT
 DL7235
 DL7235                          STATION DESCRIPTION
 DL7235
 DL7235'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7235'3.6 MILES EAST NORTHEAST OF PRINCETON, 4.6 MILES EAST NORTHEAST ALONG
 DL7235'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HUGHWAY 95 AND TRUNK
 DL7235'HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY 95 MILEPOINT 27.5, 60.0
 DL7235'FEET NORTH OF TRUNK HIGHWAY 95, 87.6 FEET WEST OF 50TH AVENUE, 29.5
 DL7235'FEET WEST OF POWER POLE NUMBER OP84, SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7236 ***********************************************************************
 DL7236  DESIGNATION -  4810 A 1
 DL7236  PID         -  DL7236
 DL7236  STATE/COUNTY-  MN/MILLE LACS
 DL7236  COUNTRY     -  US
 DL7236  USGS QUAD   -  PRINCETON (1982)
 DL7236
 DL7236                         *CURRENT SURVEY CONTROL
 DL7236  ______________________________________________________________________
 DL7236* NAD 83(2007) POSITION- 45 33 47.66044(N) 093 30 39.78585(W)   ADJUSTED  
 DL7236* NAD 83(2007) ELLIP HT-   265.863 (meters)        (10/16/09)   ADJUSTED
 DL7236* NAD 83(2007) EPOCH   -  2002.00
 DL7236* NAVD 88 ORTHO HEIGHT -   293.878  (meters)     964.16  (feet) ADJUSTED  
 DL7236  ______________________________________________________________________
 DL7236  NAD 83(2007) X  -   -273,949.507 (meters)                     COMP
 DL7236  NAD 83(2007) Y  - -4,464,901.149 (meters)                     COMP
 DL7236  NAD 83(2007) Z  -  4,531,582.626 (meters)                     COMP
 DL7236  LAPLACE CORR    -         -4.02  (seconds)                    DEFLEC09
 DL7236  GEOID HEIGHT    -        -28.01  (meters)                     GEOID09
 DL7236  DYNAMIC HEIGHT  -        293.866 (meters)      964.13  (feet) COMP
 DL7236  MODELED GRAVITY -    980,566.8   (mgal)                       NAVD 88
 DL7236
 DL7236  HORZ ORDER      -  FIRST
 DL7236  VERT ORDER      -  SECOND    CLASS I
 DL7236  ELLP ORDER      -  THIRD     CLASS I
 DL7236
 DL7236.The horizontal coordinates were established by GPS observations
 DL7236.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7236
 DL7236.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7236.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7236
 DL7236.The horizontal coordinates are valid at the epoch date displayed above
 DL7236.which is a decimal equivalence of Year/Month/Day.
 DL7236
 DL7236.The orthometric height was determined by differential leveling and
 DL7236.adjusted in February 2011.
 DL7236
 DL7236.No vertical observational check was made to the station.
 DL7236
 DL7236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7236
 DL7236.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7236
 DL7236.The ellipsoidal height was determined by GPS observations
 DL7236.and is referenced to NAD 83.
 DL7236
 DL7236.The dynamic height is computed by dividing the NAVD 88
 DL7236.geopotential number by the normal gravity value computed on the
 DL7236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7236.degrees latitude (g = 980.6199 gals.).
 DL7236
 DL7236.The modeled gravity was interpolated from observed gravity values.
 DL7236
 DL7236. The following values were computed from the NAD 83(2007) position.
 DL7236
 DL7236;                    North         East     Units Scale Factor Converg.
 DL7236;SPC MN C     -   162,871.808   857,689.940   MT  1.00001200   +0 32 04.4
 DL7236;SPC MN C     -   534,355.26  2,813,937.74   sFT  1.00001200   +0 32 04.4
 DL7236;UTM  15      - 5,045,649.215   460,117.902   MT  0.99961956   -0 21 53.7
 DL7236
 DL7236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7236!SPC MN C     -   0.99995832  x   1.00001200  =   0.99997032
 DL7236!UTM  15      -   0.99995832  x   0.99961956  =   0.99957790
 DL7236
 DL7236                          SUPERSEDED SURVEY CONTROL
 DL7236
 DL7236  NAVD 88 (10/16/09)  293.87   (m)          964.1    (f) LEVELING    3  
 DL7236
 DL7236.Superseded values are not recommended for survey control.
 DL7236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7236.See file dsdata.txt to determine how the superseded data were derived.
 DL7236
 DL7236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL6011745649(NAD 83)
 DL7236
 DL7236_MARKER: DD = SURVEY DISK
 DL7236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7236_STAMPING: 4801 A 1 2006
 DL7236_MARK LOGO: MNDT  
 DL7236_PROJECTION: FLUSH
 DL7236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7236+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7236_ROD/PIPE-DEPTH: 16.8 meters
 DL7236
 DL7236  HISTORY     - Date     Condition        Report By
 DL7236  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7236  HISTORY     - 20081013 GOOD             MNDT
 DL7236
 DL7236                          STATION DESCRIPTION
 DL7236
 DL7236'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7236'3.6 MILES EAST SOUTHEAST OF PRINCETON, 4.6 MILES EAST NORTHEAST ALONG
 DL7236'TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DL7236'HIGHWAY 169 IN PRINCETON TO TRUNK HIGHWAY MILEPOINT 27.5.  THEN 1.7
 DL7236'MILES SOUTH ON 50TH AVENUE (COUNTY LINE), 37.6 FEET WEST OF 50 TH
 DL7236'AVENUE, 45.1 FEET NORTH OF DRIVEWAY (FIRE NUMBER E-690), 17.4 FEET
 DL7236'SOUTH OF FENCE CORNER, 16.1 FEET NORTH OF POWER POLE WITH GUY WIRE,
 DL7236'1.6 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7237 ***********************************************************************
 DL7237  DESIGNATION -  4810 B
 DL7237  PID         -  DL7237
 DL7237  STATE/COUNTY-  MN/MILLE LACS
 DL7237  COUNTRY     -  US
 DL7237  USGS QUAD   -  PRINCETON (1982)
 DL7237
 DL7237                         *CURRENT SURVEY CONTROL
 DL7237  ______________________________________________________________________
 DL7237* NAD 83(2007) POSITION- 45 34 58.89653(N) 093 32 05.57345(W)   ADJUSTED  
 DL7237* NAD 83(2007) ELLIP HT-   267.322 (meters)        (10/16/09)   ADJUSTED
 DL7237* NAD 83(2007) EPOCH   -  2002.00
 DL7237* NAVD 88 ORTHO HEIGHT -   295.249  (meters)     968.66  (feet) ADJUSTED  
 DL7237  ______________________________________________________________________
 DL7237  NAD 83(2007) X  -   -275,709.702 (meters)                     COMP
 DL7237  NAD 83(2007) Y  - -4,463,220.165 (meters)                     COMP
 DL7237  NAD 83(2007) Z  -  4,533,123.221 (meters)                     COMP
 DL7237  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC09
 DL7237  GEOID HEIGHT    -        -27.92  (meters)                     GEOID09
 DL7237  DYNAMIC HEIGHT  -        295.239 (meters)      968.63  (feet) COMP
 DL7237  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 DL7237
 DL7237  HORZ ORDER      -  FIRST
 DL7237  VERT ORDER      -  SECOND    CLASS I
 DL7237  ELLP ORDER      -  THIRD     CLASS I
 DL7237
 DL7237.The horizontal coordinates were established by GPS observations
 DL7237.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7237
 DL7237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7237.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7237
 DL7237.The horizontal coordinates are valid at the epoch date displayed above
 DL7237.which is a decimal equivalence of Year/Month/Day.
 DL7237
 DL7237.The orthometric height was determined by differential leveling and
 DL7237.adjusted in February 2011.
 DL7237
 DL7237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7237
 DL7237.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7237
 DL7237.The ellipsoidal height was determined by GPS observations
 DL7237.and is referenced to NAD 83.
 DL7237
 DL7237.The dynamic height is computed by dividing the NAVD 88
 DL7237.geopotential number by the normal gravity value computed on the
 DL7237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7237.degrees latitude (g = 980.6199 gals.).
 DL7237
 DL7237.The modeled gravity was interpolated from observed gravity values.
 DL7237
 DL7237. The following values were computed from the NAD 83(2007) position.
 DL7237
 DL7237;                    North         East     Units Scale Factor Converg.
 DL7237;SPC MN C     -   165,053.938   855,809.728   MT  1.00000746   +0 31 02.3
 DL7237;SPC MN C     -   541,514.46  2,807,769.08   sFT  1.00000746   +0 31 02.3
 DL7237;UTM  15      - 5,047,859.729   458,272.893   MT  0.99962141   -0 22 55.4
 DL7237
 DL7237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7237!SPC MN C     -   0.99995809  x   1.00000746  =   0.99996555
 DL7237!UTM  15      -   0.99995809  x   0.99962141  =   0.99957952
 DL7237
 DL7237                          SUPERSEDED SURVEY CONTROL
 DL7237
 DL7237  NAVD 88 (10/16/09)  295.25   (m)          968.7    (f) LEVELING    3  
 DL7237
 DL7237.Superseded values are not recommended for survey control.
 DL7237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7237.See file dsdata.txt to determine how the superseded data were derived.
 DL7237
 DL7237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5827247859(NAD 83)
 DL7237
 DL7237_MARKER: DD = SURVEY DISK
 DL7237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7237_STAMPING: 4810 B 2006
 DL7237_MARK LOGO: MNDT  
 DL7237_PROJECTION: FLUSH
 DL7237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7237+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7237_ROD/PIPE-DEPTH: 14.9 meters
 DL7237
 DL7237  HISTORY     - Date     Condition        Report By
 DL7237  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7237  HISTORY     - 20081013 GOOD             MNDT
 DL7237
 DL7237                          STATION DESCRIPTION
 DL7237
 DL7237'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7237'3.4 MILES EAST NORTHEAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF
 DL7237'TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY
 DL7237'95 MILEPOINT 26.3, 91.0 FEET NORTHWEST OF TRUNK HIGHWAY 95, 85.1 FEET
 DL7237'EAST NORTHEAST OF 62ND AVENUE, 13.9 FEET SOUTHEAST OF UNDERGROUND
 DL7237'MARKER BOX, 1.7 FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4438 ***********************************************************************
 DM4438  DESIGNATION -  4810 C
 DM4438  PID         -  DM4438
 DM4438  STATE/COUNTY-  MN/MILLE LACS
 DM4438  COUNTRY     -  US
 DM4438  USGS QUAD   -  PRINCETON (1982)
 DM4438
 DM4438                         *CURRENT SURVEY CONTROL
 DM4438  ______________________________________________________________________
 DM4438* NAD 83(1986) POSITION- 45 34 36.8    (N) 093 33 08.1    (W)   HD_HELD2  
 DM4438* NAVD 88 ORTHO HEIGHT -   298.393  (meters)     978.98  (feet) ADJUSTED  
 DM4438  ______________________________________________________________________
 DM4438  GEOID HEIGHT    -        -27.91  (meters)                     GEOID09
 DM4438  DYNAMIC HEIGHT  -        298.382 (meters)      978.94  (feet) COMP
 DM4438  MODELED GRAVITY -    980,572.4   (mgal)                       NAVD 88
 DM4438
 DM4438  VERT ORDER      -  SECOND    CLASS I
 DM4438
 DM4438.The horizontal coordinates were established by autonomous hand held GPS
 DM4438.observations and have an estimated accuracy of +/- 10 meters.
 DM4438.
 DM4438.The orthometric height was determined by differential leveling and
 DM4438.adjusted in February 2011.
 DM4438
 DM4438.The dynamic height is computed by dividing the NAVD 88
 DM4438.geopotential number by the normal gravity value computed on the
 DM4438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4438.degrees latitude (g = 980.6199 gals.).
 DM4438
 DM4438.The modeled gravity was interpolated from observed gravity values.
 DM4438
 DM4438;                    North         East    Units  Estimated Accuracy
 DM4438;SPC MN C     -   164,360.      854,460.      MT  (+/- 10 meters HH2 GPS)
 DM4438
 DM4438                          SUPERSEDED SURVEY CONTROL
 DM4438
 DM4438.No superseded survey control is available for this station.
 DM4438
 DM4438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5691347186(NAD 83)
 DM4438
 DM4438_MARKER: DD = SURVEY DISK
 DM4438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4438_STAMPING: 4810 C 2006
 DM4438_MARK LOGO: MNDT  
 DM4438_PROJECTION: FLUSH
 DM4438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4438+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DM4438_ROD/PIPE-DEPTH: 15.2 meters
 DM4438
 DM4438  HISTORY     - Date     Condition        Report By
 DM4438  HISTORY     - 20061013 MONUMENTED       MNDT
 DM4438  HISTORY     - 20081013 GOOD             MNDT
 DM4438
 DM4438                          STATION DESCRIPTION
 DM4438
 DM4438'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM4438'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF DALBO, 5.0
 DM4438'MI (8.0 KM) WEST OF WYANETT AND 1.5 MI (2.4 KM) EAST-NORTHEAST OF
 DM4438'PRINCETON.
 DM4438' 
 DM4438'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK
 DM4438'HIGHWAY 169 IN PRINCETON, GO 2.4 MI (3.9 KM) EAST-SOUTHEAST ALONG
 DM4438'TRUNK HIGHWAY 95 TO MILE POINT 25.3.
 DM4438' 
 DM4438'THE MARK IS FOUND 57.4 FT (17.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY
 DM4438'95, 62.0 FT (18.9 M) NORTH-NORTHEAST OF DRIVEWAY NUMBER N-218, 26.3 FT
 DM4438'(8.0 M) WEST-SOUTHWEST OF A DRIVEWAY ENTRANCE (FIRE NUMBER N-854),
 DM4438'16.8 FT (5.1 M) SOUTH-SOUTHEAST OF A WOVEN WIRE FENCE AND 15.5 FT (4.7
 DM4438'M) SOUTHEAST OF ITS WITNESS POST.
 DM4438
 DM4438                          STATION RECOVERY (2008)
 DM4438
 DM4438'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM4438'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7238 ***********************************************************************
 DL7238  DESIGNATION -  4810 D
 DL7238  PID         -  DL7238
 DL7238  STATE/COUNTY-  MN/MILLE LACS
 DL7238  COUNTRY     -  US
 DL7238  USGS QUAD   -  PRINCETON (1982)
 DL7238
 DL7238                         *CURRENT SURVEY CONTROL
 DL7238  ______________________________________________________________________
 DL7238* NAD 83(2007) POSITION- 45 34 27.09133(N) 093 34 24.87448(W)   ADJUSTED  
 DL7238* NAD 83(2007) ELLIP HT-   265.179 (meters)        (10/16/09)   ADJUSTED
 DL7238* NAD 83(2007) EPOCH   -  2002.00
 DL7238* NAVD 88 ORTHO HEIGHT -   293.064  (meters)     961.49  (feet) ADJUSTED  
 DL7238  ______________________________________________________________________
 DL7238  NAD 83(2007) X  -   -278,767.498 (meters)                     COMP
 DL7238  NAD 83(2007) Y  - -4,463,731.417 (meters)                     COMP
 DL7238  NAD 83(2007) Z  -  4,532,434.384 (meters)                     COMP
 DL7238  LAPLACE CORR    -         -4.80  (seconds)                    DEFLEC09
 DL7238  GEOID HEIGHT    -        -27.88  (meters)                     GEOID09
 DL7238  DYNAMIC HEIGHT  -        293.053 (meters)      961.46  (feet) COMP
 DL7238  MODELED GRAVITY -    980,572.9   (mgal)                       NAVD 88
 DL7238
 DL7238  HORZ ORDER      -  FIRST
 DL7238  VERT ORDER      -  SECOND    CLASS I
 DL7238  ELLP ORDER      -  THIRD     CLASS I
 DL7238
 DL7238.The horizontal coordinates were established by GPS observations
 DL7238.and adjusted by the MN DEPT OF TRANSP in October 2009.
 DL7238
 DL7238.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL7238.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL7238
 DL7238.The horizontal coordinates are valid at the epoch date displayed above
 DL7238.which is a decimal equivalence of Year/Month/Day.
 DL7238
 DL7238.The orthometric height was determined by differential leveling and
 DL7238.adjusted in February 2011.
 DL7238
 DL7238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7238
 DL7238.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL7238
 DL7238.The ellipsoidal height was determined by GPS observations
 DL7238.and is referenced to NAD 83.
 DL7238
 DL7238.The dynamic height is computed by dividing the NAVD 88
 DL7238.geopotential number by the normal gravity value computed on the
 DL7238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7238.degrees latitude (g = 980.6199 gals.).
 DL7238
 DL7238.The modeled gravity was interpolated from observed gravity values.
 DL7238
 DL7238. The following values were computed from the NAD 83(2007) position.
 DL7238
 DL7238;                    North         East     Units Scale Factor Converg.
 DL7238;SPC MN C     -   164,045.514   852,798.351   MT  1.00000947   +0 29 21.5
 DL7238;SPC MN C     -   538,205.99  2,797,889.26   sFT  1.00000947   +0 29 21.5
 DL7238;UTM  15      - 5,046,899.055   455,247.228   MT  0.99962462   -0 24 34.7
 DL7238
 DL7238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7238!SPC MN C     -   0.99995843  x   1.00000947  =   0.99996790
 DL7238!UTM  15      -   0.99995843  x   0.99962462  =   0.99958306
 DL7238
 DL7238                          SUPERSEDED SURVEY CONTROL
 DL7238
 DL7238  NAVD 88 (10/16/09)  293.06   (m)          961.5    (f) LEVELING    3  
 DL7238
 DL7238.Superseded values are not recommended for survey control.
 DL7238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7238.See file dsdata.txt to determine how the superseded data were derived.
 DL7238
 DL7238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5524746899(NAD 83)
 DL7238
 DL7238_MARKER: DD = SURVEY DISK
 DL7238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7238_STAMPING: 4810 D 2006
 DL7238_MARK LOGO: MNDT  
 DL7238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7238+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DL7238
 DL7238  HISTORY     - Date     Condition        Report By
 DL7238  HISTORY     - 20061115 MONUMENTED       MNDT
 DL7238  HISTORY     - 20081013 GOOD             MNDT
 DL7238
 DL7238                          STATION DESCRIPTION
 DL7238
 DL7238'DESCRIBED BY MN DEPT OF TRANSP 2008 (MPP)
 DL7238'1.3 MILES SOUTHEAST ALONG TRUNK HIGHWAY 95 FROM THE JUNCTION OF TRUNK
 DL7238'HIGHWAY 95 AND TRUNK HIGHWAY 169 IN PRINCETON, AT TRUNK HIGHWAY 95
 DL7238'MILEPOINT 24.2, 116.0 FEET SOUTH SOUTHEAST OF TRUNK HIGHWAY 95, 100.2
 DL7238'FEET EAST SOUTHEAST OF COUNTY ROAD 1, 53.9 FEET SOUTHEAST OF POWER
 DL7238'POLE, 1.3 FEET NORTH OF WITNESS POST.  ALUMINUM ROD AND DISK, ROD
 DL7238'DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4437 ***********************************************************************
 DM4437  DESIGNATION -  4810 E
 DM4437  PID         -  DM4437
 DM4437  STATE/COUNTY-  MN/MILLE LACS
 DM4437  COUNTRY     -  US
 DM4437  USGS QUAD   -  PRINCETON (1982)
 DM4437
 DM4437                         *CURRENT SURVEY CONTROL
 DM4437  ______________________________________________________________________
 DM4437* NAD 83(1986) POSITION- 45 34 26.2    (N) 093 34 52.8    (W)   HD_HELD2  
 DM4437* NAVD 88 ORTHO HEIGHT -   296.001  (meters)     971.13  (feet) ADJUSTED  
 DM4437  ______________________________________________________________________
 DM4437  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DM4437  DYNAMIC HEIGHT  -        295.991 (meters)      971.10  (feet) COMP
 DM4437  MODELED GRAVITY -    980,573.3   (mgal)                       NAVD 88
 DM4437
 DM4437  VERT ORDER      -  SECOND    CLASS I
 DM4437
 DM4437.The horizontal coordinates were established by autonomous hand held GPS
 DM4437.observations and have an estimated accuracy of +/- 10 meters.
 DM4437.
 DM4437.The orthometric height was determined by differential leveling and
 DM4437.adjusted in February 2011.
 DM4437
 DM4437.The dynamic height is computed by dividing the NAVD 88
 DM4437.geopotential number by the normal gravity value computed on the
 DM4437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4437.degrees latitude (g = 980.6199 gals.).
 DM4437
 DM4437.The modeled gravity was interpolated from observed gravity values.
 DM4437
 DM4437;                    North         East    Units  Estimated Accuracy
 DM4437;SPC MN C     -   164,013.      852,193.      MT  (+/- 10 meters HH2 GPS)
 DM4437
 DM4437                          SUPERSEDED SURVEY CONTROL
 DM4437
 DM4437.No superseded survey control is available for this station.
 DM4437
 DM4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5464146875(NAD 83)
 DM4437
 DM4437_MARKER: DV = VERTICAL CONTROL DISK
 DM4437_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4437_SP_SET: BRIDGE ABUTMENT
 DM4437_STAMPING: 4810 E 2006
 DM4437_MARK LOGO: MNDT  
 DM4437_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4437+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 DM4437
 DM4437  HISTORY     - Date     Condition        Report By
 DM4437  HISTORY     - 1979     MONUMENTED       MNDT
 DM4437  HISTORY     - 20061024 GOOD             MNDT
 DM4437  HISTORY     - 20081013 GOOD             MNDT
 DM4437
 DM4437                          STATION DESCRIPTION
 DM4437
 DM4437'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DM4437'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH OF LAKE FREMONT,
 DM4437'6.4 MI (10.3 KM) WEST OF WYANETT AND IN THE TOWN OF PRINCETON, MN.
 DM4437' 
 DM4437'TO REACH THE MARK FROM THE JUNCTION OF WEST OF COUNTY ROAD 29 AND
 DM4437'MINNESOTA HIGHWAY 95, GO 300 FT (91.4 M) WEST TO THE MARK ON THE LEFT.
 DM4437'THE MARK IS FOUND IN THE ABUTMENT ON THE SOUTHEAST CORNER OF TRUNK
 DM4437'HIGHWAY 95 BRIDGE NUMBER 48001 OVER THE WEST BRANCH OF THE RUM RIVER,
 DM4437'AT TRUNK HIGHWAY 95 MILE POINT 23.9 AND 24.0 FT (7.3 M) SOUTH OF TRUNK
 DM4437'HIGHWAY 95.
 DM4437' 
 DM4437'NOTE-THE DISK WAS SET IN 1979 WHEN THE BRIDGE WAS BUILT IN 1979, THEN
 DM4437'STAMPED WHEN USED IN 2006.
 DM4437
 DM4437                          STATION RECOVERY (2008)
 DM4437
 DM4437'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DM4437'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1075 ***********************************************************************
 QO1075  DESIGNATION -  4811 A
 QO1075  PID         -  QO1075
 QO1075  STATE/COUNTY-  MN/MILLE LACS
 QO1075  COUNTRY     -  US
 QO1075  USGS QUAD   -  PRINCETON (1982)
 QO1075
 QO1075                         *CURRENT SURVEY CONTROL
 QO1075  ______________________________________________________________________
 QO1075* NAD 83(2007) POSITION- 45 33 34.23415(N) 093 35 36.54641(W)   ADJUSTED  
 QO1075* NAD 83(2007) ELLIP HT-   270.580 (meters)        (02/10/07)   ADJUSTED
 QO1075* NAD 83(2007) EPOCH   -  2002.00
 QO1075* NAVD 88 ORTHO HEIGHT -   298.456  (meters)     979.18  (feet) ADJUSTED  
 QO1075  ______________________________________________________________________
 QO1075  NAD 83(2007) X  -   -280,391.792 (meters)                     COMP
 QO1075  NAD 83(2007) Y  - -4,464,801.073 (meters)                     COMP
 QO1075  NAD 83(2007) Z  -  4,531,295.765 (meters)                     COMP
 QO1075  LAPLACE CORR    -         -5.05  (seconds)                    DEFLEC09
 QO1075  GEOID HEIGHT    -        -27.87  (meters)                     GEOID09
 QO1075  DYNAMIC HEIGHT  -        298.444 (meters)      979.15  (feet) COMP
 QO1075  MODELED GRAVITY -    980,569.7   (mgal)                       NAVD 88
 QO1075
 QO1075  VERT ORDER      -  SECOND    CLASS I
 QO1075
 QO1075  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1075  Type                                         Horiz  Ellip  Dist(km)
 QO1075  -------------------------------------------------------------------
 QO1075  NETWORK                                       0.84   0.63
 QO1075  -------------------------------------------------------------------
 QO1075  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.84   0.55      2.59
 QO1075  -------------------------------------------------------------------
 QO1075  NOTE: Click here for information on individual local accuracy
 QO1075  values and other accuracy information.
 QO1075
 QO1075
 QO1075.The horizontal coordinates were established by GPS observations
 QO1075.and adjusted by the National Geodetic Survey in February 2007.
 QO1075
 QO1075.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1075.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1075
 QO1075.The horizontal coordinates are valid at the epoch date displayed above
 QO1075.which is a decimal equivalence of Year/Month/Day.
 QO1075
 QO1075.The orthometric height was determined by differential leveling and
 QO1075.adjusted in June 1991.
 QO1075
 QO1075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1075
 QO1075.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1075
 QO1075.The ellipsoidal height was determined by GPS observations
 QO1075.and is referenced to NAD 83.
 QO1075
 QO1075.The dynamic height is computed by dividing the NAVD 88
 QO1075.geopotential number by the normal gravity value computed on the
 QO1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1075.degrees latitude (g = 980.6199 gals.).
 QO1075
 QO1075.The modeled gravity was interpolated from observed gravity values.
 QO1075
 QO1075. The following values were computed from the NAD 83(2007) position.
 QO1075
 QO1075;                    North         East     Units Scale Factor Converg.
 QO1075;SPC MN C     -   162,400.615   851,257.924   MT  1.00001287   +0 28 29.7
 QO1075;SPC MN C     -   532,809.35  2,792,835.37   sFT  1.00001287   +0 28 29.7
 QO1075;UTM  15      - 5,045,279.148   453,681.792   MT  0.99962638   -0 25 25.5
 QO1075
 QO1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1075!SPC MN C     -   0.99995758  x   1.00001287  =   0.99997045
 QO1075!UTM  15      -   0.99995758  x   0.99962638  =   0.99958398
 QO1075
 QO1075                          SUPERSEDED SURVEY CONTROL
 QO1075
 QO1075  NAD 83(1996)-  45 33 34.23386(N)    093 35 36.54619(W) AD(       ) 1
 QO1075  ELLIP H (08/29/02)  270.618  (m)                       GP(       ) 3 2
 QO1075  NAVD 88 (08/29/02)  298.46   (m)          979.2    (f) LEVELING    3  
 QO1075  NGVD 29 (??/??/92)  298.359  (m)          978.87   (f) ADJ UNCH    2 1
 QO1075
 QO1075.Superseded values are not recommended for survey control.
 QO1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1075.See file dsdata.txt to determine how the superseded data were derived.
 QO1075
 QO1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5368145279(NAD 83)
 QO1075
 QO1075_MARKER: DB = BENCH MARK DISK
 QO1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1075_STAMPING: 4811 A 1976
 QO1075_MARK LOGO: MNDT  
 QO1075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1075+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2000
 QO1075
 QO1075  HISTORY     - Date     Condition        Report By
 QO1075  HISTORY     - 1976     MONUMENTED       MNDT
 QO1075  HISTORY     - 19891101 GOOD             MNDT
 QO1075  HISTORY     - 20000426 GOOD             MNDT
 QO1075
 QO1075                          STATION DESCRIPTION
 QO1075
 QO1075'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO1075'IN PRINCETON.
 QO1075'THE MARK IS LOCATED NEAR THE SOUTHWEST EDGE OF PRINCETON.  0.8 MILE
 QO1075'SOUTH ALONG TRUNK HIGHWAY 169 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY
 QO1075'95 AND TRUNK HIGHWAY 169.  THENCE 0.55 MILE WEST ALONG COUNTY ROAD 18
 QO1075'(SMITH SYS ROAD.  ON THE MILLE LACS - SHERBURNE COUNTY LINE). IT IS 30
 QO1075'FEET WEST OF THE CENTER OF COUNTY ROAD 18, 118 FEET NORTH OF THE
 QO1075'COUNTY LINE, 102.4 FEET NORTH OF A FIRE HYDRANT, 95.7 FEET NORTHWEST
 QO1075'OF A POWER POLE WITH A LIGHT, 21 FEET SOUTH OF THE CENTER OF A
 QO1075'DRIVEWAY, AND 3.6 FEET EAST OF POWER POLE NUMBER ELT 15.  IT IS A
 QO1075'STANDARD MINNESOTA HIGHWAY DEPARTMENT BENCH MARK DISK SET IN THE TOP
 QO1075'OF A 6 FOOT LONG PRECAST (MAGNETIC) CONCRETE POST THAT PROJECTS 2
 QO1075'INCHES ABOVE THE GROUND AND IS 1.0 FOOT EAST OF A STEEL WITNESS POST.
 QO1075'SW 1/4 SECTION 33, T 36N, R 26W.
 QO1075
 QO1075                          STATION RECOVERY (1989)
 QO1075
 QO1075'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 QO1075'NEAR THE SOUTH EDGE OF THE CITY OF PRINCETON, 0.55 MILES (0.89 KM)
 QO1075'NORTH ALONG LAGRANDE AVENUE (OLD HIGHWAY 169) FROM ITS JUNCTION WITH
 QO1075'TRUNK HIGHWAY 169, THENCE 0.55 MILE (0.89 KM) WEST ALONG SMITH SYS
 QO1075'ROAD (MILLE LACS - SHERBURNE COUNTY LINE) TO ITS JUNCTION WITH COUNTY
 QO1075'ROAD 18, EAST OF HIGHWAY 169 MILEPOINT 177.5, AND IN THE SW 1/4 OF
 QO1075'SECTION 33, T36N, R36W.  THE MARK IS 30.0 FEET (9.1 M) WEST OF THE
 QO1075'CENTER OF COUNTY ROAD 18, 118.0 FEET (36.0 M) NORTH OF THE COUNTY
 QO1075'LINE, 102.4 FEET (31.2 M) NORTH-NORTHEAST OF A FIRE HYDRANT, 95.7 FEET
 QO1075'(29.2 M) NORTHWEST OF A POWER POLE WITH A LIGHT, 21.0 FEET (6.4 M)
 QO1075'SOUTH OF THE CENTER OF AN ENTRANCE, AND 4.7 FEET (1.4 M) EAST OF A
 QO1075'POWER POLE (NUMBER 39).  THE MARK, A STANDARD MNDT BENCH MARK DISK
 QO1075'STAMPED---4811 A 1976---, IS SET IN THE TOP OF A PRECAST (MAGNETIC)
 QO1075'CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
 QO1075
 QO1075                          STATION RECOVERY (2000)
 QO1075
 QO1075'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1075'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5129 ***********************************************************************
 AJ5129  DESIGNATION -  4811 AA
 AJ5129  PID         -  AJ5129
 AJ5129  STATE/COUNTY-  MN/MILLE LACS
 AJ5129  COUNTRY     -  US
 AJ5129  USGS QUAD   -  FORESTON (1980)
 AJ5129
 AJ5129                         *CURRENT SURVEY CONTROL
 AJ5129  ______________________________________________________________________
 AJ5129* NAD 83(1986) POSITION- 45 44 02.7    (N) 093 38 22.6    (W)   HD_HELD2  
 AJ5129* NAVD 88 ORTHO HEIGHT -   319.736  (meters)    1049.00  (feet) ADJUSTED  
 AJ5129  ______________________________________________________________________
 AJ5129  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AJ5129  DYNAMIC HEIGHT  -        319.731 (meters)     1048.98  (feet) COMP
 AJ5129  MODELED GRAVITY -    980,588.6   (mgal)                       NAVD 88
 AJ5129
 AJ5129  VERT ORDER      -  SECOND    CLASS I
 AJ5129
 AJ5129.The horizontal coordinates were established by autonomous hand held GPS
 AJ5129.observations and have an estimated accuracy of +/- 10 meters.
 AJ5129.
 AJ5129.The orthometric height was determined by differential leveling and
 AJ5129.adjusted in August 2004.
 AJ5129
 AJ5129.Photographs are available for this station.
 AJ5129
 AJ5129.The dynamic height is computed by dividing the NAVD 88
 AJ5129.geopotential number by the normal gravity value computed on the
 AJ5129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5129.degrees latitude (g = 980.6199 gals.).
 AJ5129
 AJ5129.The modeled gravity was interpolated from observed gravity values.
 AJ5129
 AJ5129;                    North         East    Units  Estimated Accuracy
 AJ5129;SPC MN C     -   181,774.      847,507.      MT  (+/- 10 meters HH2 GPS)
 AJ5129
 AJ5129                          SUPERSEDED SURVEY CONTROL
 AJ5129
 AJ5129.No superseded survey control is available for this station.
 AJ5129
 AJ5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5023664701(NAD 83)
 AJ5129
 AJ5129_MARKER: DV = VERTICAL CONTROL DISK
 AJ5129_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ5129_SP_SET: BRIDGE ABUTMENT
 AJ5129_STAMPING: 4811 AA 1985
 AJ5129_MARK LOGO: MNDT  
 AJ5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5129+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AJ5129
 AJ5129  HISTORY     - Date     Condition        Report By
 AJ5129  HISTORY     - 1985     MONUMENTED       MNDT
 AJ5129  HISTORY     - 20010301 GOOD             MNDT
 AJ5129  HISTORY     - 20100428 GOOD             MNDT
 AJ5129
 AJ5129                          STATION DESCRIPTION
 AJ5129
 AJ5129'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5129'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 AJ5129'SSE OF MILACA, 1.75 MI (2.82 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169
 AJ5129'AND TH 23 IN MILACA, AT TH 169 MP 189.95, 24.0 FT (7.3 M) WNW OF SB TH
 AJ5129'169, 14.9 FT (4.5 M) SSW OF NORTH END OF BRIDGE RAIL, IN RAILING AT NW
 AJ5129'COR OF SB TH 169 BRIDGE NO 48005 OVER RUM RIVER, NOT MAGNETIC, NOT
 AJ5129'GOOD FOR GPS.
 AJ5129
 AJ5129                          STATION RECOVERY (2010)
 AJ5129
 AJ5129'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AJ5129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1083 ***********************************************************************
 QO1083  DESIGNATION -  4811 D
 QO1083  PID         -  QO1083
 QO1083  STATE/COUNTY-  MN/MILLE LACS
 QO1083  COUNTRY     -  US
 QO1083  USGS QUAD   -  PRINCETON (1982)
 QO1083
 QO1083                         *CURRENT SURVEY CONTROL
 QO1083  ______________________________________________________________________
 QO1083* NAD 83(2007) POSITION- 45 35 16.43039(N) 093 35 59.94383(W)   ADJUSTED  
 QO1083* NAD 83(2007) ELLIP HT-   273.607 (meters)        (02/10/07)   ADJUSTED
 QO1083* NAD 83(2007) EPOCH   -  2002.00
 QO1083* NAVD 88 ORTHO HEIGHT -   301.404  (meters)     988.86  (feet) ADJUSTED  
 QO1083  ______________________________________________________________________
 QO1083  NAD 83(2007) X  -   -280,756.897 (meters)                     COMP
 QO1083  NAD 83(2007) Y  - -4,462,522.477 (meters)                     COMP
 QO1083  NAD 83(2007) Z  -  4,533,506.570 (meters)                     COMP
 QO1083  LAPLACE CORR    -         -5.09  (seconds)                    DEFLEC09
 QO1083  GEOID HEIGHT    -        -27.80  (meters)                     GEOID09
 QO1083  DYNAMIC HEIGHT  -        301.395 (meters)      988.83  (feet) COMP
 QO1083  MODELED GRAVITY -    980,578.5   (mgal)                       NAVD 88
 QO1083
 QO1083  VERT ORDER      -  SECOND    CLASS I
 QO1083
 QO1083  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1083  Type                                         Horiz  Ellip  Dist(km)
 QO1083  -------------------------------------------------------------------
 QO1083  NETWORK                                       0.58   0.49
 QO1083  -------------------------------------------------------------------
 QO1083  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.39      2.84
 QO1083  -------------------------------------------------------------------
 QO1083  NOTE: Click here for information on individual local accuracy
 QO1083  values and other accuracy information.
 QO1083
 QO1083
 QO1083.The horizontal coordinates were established by GPS observations
 QO1083.and adjusted by the National Geodetic Survey in February 2007.
 QO1083
 QO1083.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1083.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1083
 QO1083.The horizontal coordinates are valid at the epoch date displayed above
 QO1083.which is a decimal equivalence of Year/Month/Day.
 QO1083
 QO1083.The orthometric height was determined by differential leveling and
 QO1083.adjusted in June 1991.
 QO1083
 QO1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1083
 QO1083.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1083
 QO1083.The ellipsoidal height was determined by GPS observations
 QO1083.and is referenced to NAD 83.
 QO1083
 QO1083.The dynamic height is computed by dividing the NAVD 88
 QO1083.geopotential number by the normal gravity value computed on the
 QO1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1083.degrees latitude (g = 980.6199 gals.).
 QO1083
 QO1083.The modeled gravity was interpolated from observed gravity values.
 QO1083
 QO1083. The following values were computed from the NAD 83(2007) position.
 QO1083
 QO1083;                    North         East     Units Scale Factor Converg.
 QO1083;SPC MN C     -   165,551.464   850,724.605   MT  1.00000636   +0 28 12.8
 QO1083;SPC MN C     -   543,146.76  2,791,085.64   sFT  1.00000636   +0 28 12.8
 QO1083;UTM  15      - 5,048,436.764   453,198.146   MT  0.99962693   -0 25 42.9
 QO1083
 QO1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1083!SPC MN C     -   0.99995711  x   1.00000636  =   0.99996347
 QO1083!UTM  15      -   0.99995711  x   0.99962693  =   0.99958405
 QO1083
 QO1083                          SUPERSEDED SURVEY CONTROL
 QO1083
 QO1083  NAD 83(1996)-  45 35 16.43015(N)    093 35 59.94361(W) AD(       ) 1
 QO1083  ELLIP H (08/29/02)  273.643  (m)                       GP(       ) 3 2
 QO1083  NAVD 88 (08/29/02)  301.40   (m)          988.8    (f) LEVELING    3  
 QO1083  NGVD 29 (??/??/92)  301.308  (m)          988.54   (f) ADJ UNCH    2 1
 QO1083
 QO1083.Superseded values are not recommended for survey control.
 QO1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1083.See file dsdata.txt to determine how the superseded data were derived.
 QO1083
 QO1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5319848436(NAD 83)
 QO1083
 QO1083_MARKER: DV = VERTICAL CONTROL DISK
 QO1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QO1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QO1083_STAMPING: 4811 D 1976
 QO1083_MARK LOGO: MNDT  
 QO1083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 QO1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QO1083+STABILITY: SURFACE MOTION
 QO1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1083+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 QO1083
 QO1083  HISTORY     - Date     Condition        Report By
 QO1083  HISTORY     - 1976     MONUMENTED       MNDT
 QO1083  HISTORY     - 19891101 GOOD             MNDT
 QO1083  HISTORY     - 20000926 GOOD             MNDT
 QO1083
 QO1083                          STATION DESCRIPTION
 QO1083
 QO1083'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO1083'1.5 MI NW FROM PRINCETON.
 QO1083'THE MARK IS LOCATED 1.25 MILES NORTHWEST ALONG TRUNK HIGHWAY 169 FROM
 QO1083'THE NORTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN
 QO1083'PRINCETON.  THENCE WEST ALONG A TOWNSHIP ROAD FOR 0.25 MILE.  IT IS 35
 QO1083'FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 29 FEET WEST OF A
 QO1083'FIELD ENTRANCE, 65.4 FEET NORTH OF A POWER POLE, AND 47.3 FEET WEST OF
 QO1083'A DOUBLE 36 INCH DIAMETER OAK TREE.  IT IS A STANDARD MINNESOTA
 QO1083'HIGHWAY DEPARTMENT BENCH MARK DISK SET IN THE TOP OF A PRECAST
 QO1083'(MAGNETIC) CONCRETE POST THAT IS ABOUT 2 FEET BELOW THE LEVEL OF THE
 QO1083'ROAD AND IS 0.8 FOOT WEST OF A STEEL WITNESS POST.  NE 1/4 SECTION 29,
 QO1083'T 36N, R 26W.
 QO1083
 QO1083                          STATION RECOVERY (1989)
 QO1083
 QO1083'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 QO1083'ON THE NORTH EDGE OF THE CITY OF PRINCETON, 1.25 MILES (2.01 KM)
 QO1083'NORTHWEST ALONG LAGRANDE AVENUE FROM ITS JUNCTION WITH TRUNK HIGHWAY
 QO1083'95 IN PRINCETON, THENCE 0.25 MILE (0.40 KM) WEST ALONG NORTH 25TH
 QO1083'STREET, AT THE END OF THE STREET (WEST OF TRUNK HIGHWAY 169 MILEPOINT
 QO1083'179.45), AND IN THE NE 1/4 OF SECTION 29, T36N, R26W.  THE MARK IS
 QO1083'16.0 FEET (4.9 M) EAST OF THE TRUNK HIGHWAY 169 RIGHT-OF-WAY FENCE,
 QO1083'35.0 FEET (10.7 M) SOUTH OF AND ABOUT 2 FEET (0.6 M) HIGHER THAN THE
 QO1083'CENTER OF 15TH STREET, 6.3 FEET (1.9 M) EAST-SOUTHEAST OF A TELEPHONE
 QO1083'CABLE MARKER POST, 65.4 FEET (19.9 M) SOUTH OF A POWER POLE, 29.0 FEET
 QO1083'(8.8 M) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 0.8 FOOT (24.4 CM)
 QO1083'WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT VERTICAL
 QO1083'CONTROL MONUMENT DISK STAMPED---4811 D 1976---, IS SET IN THE TOP OF A
 QO1083'PRECAST (MAGNETIC) CONCRETE MONUMENT AND PROJECTS 0.2 FOOT (6.1 CM)
 QO1083'ABOVE THE GROUND.
 QO1083
 QO1083                          STATION RECOVERY (2000)
 QO1083
 QO1083'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1083'THE MARK IS LOCATED AT NORTH EDGE PRINCETON, 1.25 MI (2.01 KM) NW ON
 QO1083'LAGRANDE AVE FROM JCT TH 95 THENCE 0.25 MI (0.40 KM) WEST ON 25TH ST,
 QO1083'AT END OF STREET, EAST OF TH 169 MP 179.45, 36.0 FT (11.0 M) SOUTH OF
 QO1083'25TH ST, 16 FT (4.9 M) EAST OF R/W FENCE, 6.8 FT (2.1 M) SSE OF CABLE
 QO1083'MARKER, 65.4 FT (19.9 M) SOUTH OF P-POLE, 29 FT (8.8 M) WEST OF FIELD
 QO1083'ENT, 0.8 FT (24.4 CM) WEST OF WIT POST, MAGNETIC, GPSABLE, PROJECTS 1
 QO1083'INCH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1086 ***********************************************************************
 QO1086  DESIGNATION -  4811 F
 QO1086  PID         -  QO1086
 QO1086  STATE/COUNTY-  MN/MILLE LACS
 QO1086  COUNTRY     -  US
 QO1086  USGS QUAD   -  PRINCETON (1982)
 QO1086
 QO1086                         *CURRENT SURVEY CONTROL
 QO1086  ______________________________________________________________________
 QO1086* NAD 83(2007) POSITION- 45 36 45.31844(N) 093 36 33.45630(W)   ADJUSTED  
 QO1086* NAD 83(2007) ELLIP HT-   277.480 (meters)        (02/10/07)   ADJUSTED
 QO1086* NAD 83(2007) EPOCH   -  2002.00
 QO1086* NAVD 88 ORTHO HEIGHT -   305.205  (meters)    1001.33  (feet) ADJUSTED  
 QO1086  ______________________________________________________________________
 QO1086  NAD 83(2007) X  -   -281,358.667 (meters)                     COMP
 QO1086  NAD 83(2007) Y  - -4,460,522.606 (meters)                     COMP
 QO1086  NAD 83(2007) Z  -  4,535,429.469 (meters)                     COMP
 QO1086  LAPLACE CORR    -         -4.76  (seconds)                    DEFLEC09
 QO1086  GEOID HEIGHT    -        -27.72  (meters)                     GEOID09
 QO1086  DYNAMIC HEIGHT  -        305.198 (meters)     1001.30  (feet) COMP
 QO1086  MODELED GRAVITY -    980,585.7   (mgal)                       NAVD 88
 QO1086
 QO1086  VERT ORDER      -  SECOND    CLASS I
 QO1086
 QO1086  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1086  Type                                         Horiz  Ellip  Dist(km)
 QO1086  -------------------------------------------------------------------
 QO1086  NETWORK                                       0.70   0.59
 QO1086  -------------------------------------------------------------------
 QO1086  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.61   0.39      2.84
 QO1086  -------------------------------------------------------------------
 QO1086  NOTE: Click here for information on individual local accuracy
 QO1086  values and other accuracy information.
 QO1086
 QO1086
 QO1086.The horizontal coordinates were established by GPS observations
 QO1086.and adjusted by the National Geodetic Survey in February 2007.
 QO1086
 QO1086.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1086.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1086
 QO1086.The horizontal coordinates are valid at the epoch date displayed above
 QO1086.which is a decimal equivalence of Year/Month/Day.
 QO1086
 QO1086.The orthometric height was determined by differential leveling and
 QO1086.adjusted in June 1991.
 QO1086
 QO1086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1086
 QO1086.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1086
 QO1086.The ellipsoidal height was determined by GPS observations
 QO1086.and is referenced to NAD 83.
 QO1086
 QO1086.The dynamic height is computed by dividing the NAVD 88
 QO1086.geopotential number by the normal gravity value computed on the
 QO1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1086.degrees latitude (g = 980.6199 gals.).
 QO1086
 QO1086.The modeled gravity was interpolated from observed gravity values.
 QO1086
 QO1086. The following values were computed from the NAD 83(2007) position.
 QO1086
 QO1086;                    North         East     Units Scale Factor Converg.
 QO1086;SPC MN C     -   168,289.723   849,975.984   MT  1.00000089   +0 27 48.5
 QO1086;SPC MN C     -   552,130.53  2,788,629.54   sFT  1.00000089   +0 27 48.5
 QO1086;UTM  15      - 5,051,185.396   452,492.838   MT  0.99962775   -0 26 07.5
 QO1086
 QO1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1086!SPC MN C     -   0.99995650  x   1.00000089  =   0.99995739
 QO1086!UTM  15      -   0.99995650  x   0.99962775  =   0.99958427
 QO1086
 QO1086                          SUPERSEDED SURVEY CONTROL
 QO1086
 QO1086  NAD 83(1996)-  45 36 45.31821(N)    093 36 33.45608(W) AD(       ) 1
 QO1086  ELLIP H (08/29/02)  277.516  (m)                       GP(       ) 3 2
 QO1086  NAVD 88 (08/29/02)  305.21   (m)         1001.3    (f) LEVELING    3  
 QO1086  NGVD 29 (??/??/92)  305.111  (m)         1001.02   (f) ADJ UNCH    2 1
 QO1086
 QO1086.Superseded values are not recommended for survey control.
 QO1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1086.See file dsdata.txt to determine how the superseded data were derived.
 QO1086
 QO1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5249251185(NAD 83)
 QO1086
 QO1086_MARKER: DV = VERTICAL CONTROL DISK
 QO1086_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1086_SP_SET: ROD
 QO1086_STAMPING: 4811 F 1976
 QO1086_MARK LOGO: MNDT  
 QO1086_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1086+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 QO1086
 QO1086  HISTORY     - Date     Condition        Report By
 QO1086  HISTORY     - 1976     MONUMENTED       MNDT
 QO1086  HISTORY     - 19891031 GOOD             MNDT
 QO1086  HISTORY     - 20000926 GOOD             MNDT
 QO1086
 QO1086                          STATION DESCRIPTION
 QO1086
 QO1086'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO1086'3.2 MI NNW FROM PRINCETON.
 QO1086'THE MARK IS LOCATED 3.0 MILES NORTH-NORTHWEST ALONG TRUNK HIGHWAY 169
 QO1086'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN
 QO1086'PRINCETON.  IT IS IN THE MEDIAN OF TRUNK HIGHWAY 169, 100 FEET WEST OF
 QO1086'THE CENTERLINE OF THE NORTHBOUND LANE (OPPOSITE A SAWMILL) AND 75 FEET
 QO1086'EAST OF THE CENTERLINE OF THE TEMPORARY SOUTHBOUND LANE OF TRUNK
 QO1086'HIGHWAY 169, 126 FEET SOUTH OF THE CENTER OF A HIGHWAY CROSSOVER, AND
 QO1086'85.2 FEET SOUTHWEST OF THE SOUTH END OF A 18 INCH DIAMETER CONCRETE
 QO1086'CULVERT UNDER THE NORTHBOUND LANE OF TRUNK HIGHWAY 169.  IT IS A
 QO1086'STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK
 QO1086'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 56 FOOT LONG DRIVEN
 QO1086'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND
 QO1086'AND IS ABOUT LEVEL WITH THE HIGHWAY.  NW 1/4 SECTION 17, T 36N, R 26W.
 QO1086
 QO1086                          STATION RECOVERY (1989)
 QO1086
 QO1086'RECOVERY NOTE BY MN DEPT OF TRANSP 1989 (OCO)
 QO1086'ABOUT 3.2 MILES (5.1 KM) NNW OF THE CITY OF PRINCETON, 2.4 MILES (3.9
 QO1086'KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS JUNCTION WITH TRUNK HIGHWAY
 QO1086'95 IN PRINCETON, IN THE MEDIAN OF TRUNK HIGHWAY 169, AND IN THE NW 1/4
 QO1086'OF SECTION 17, T36N, R26W.  THE MARK IS 75 FEET (22.9 M) EAST OF AND
 QO1086'ABOUT LEVEL WITH THE CENTERLINE OF SOUTHBOUND HIGHWAY 169, OPPOSITE A
 QO1086'SAWMILL, 126 FEET (38.4 M) SOUTH OF THE CENTER OF A HIGHWAY CROSSOVER,
 QO1086'100 FT (30.5 M) WEST OF NB TH 169, AND 85.2 FEET (26.0 M) SOUTHWEST OF
 QO1086'THE SOUTH END OF AN 18-INCH DIAMETER CONCRETE CULVERT UNDER THE
 QO1086'NORTHBOUND LANE OF HIGHWAY 169.  THE MARK, A STANDARD MNDT VERTICAL
 QO1086'CONTROL MONUMENT DISK STAMPED---4811 F 1976---, IS CRIMPED ONTO THE
 QO1086'TOP OF A DRIVEN 5/8-INCH DIAMETER BY 56 FOOT (17.1 M) LONG COPPER-CLAD
 QO1086'STEEL ROD AND IS FLUSH WITH THE GROUND.
 QO1086
 QO1086                          STATION RECOVERY (2000)
 QO1086
 QO1086'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1086'THE MARK IS LOCATED ABOUT 3.2 MI (5.1 KM) NNW OF PRINCETON, 2.45 MI
 QO1086'(3.94 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 95 IN MEDIAN, AT
 QO1086'TH 169 MP 181.35 OPPOSITE SAWMILL, 100 FT (30.5 M) WEST OF NB TH 169,
 QO1086'75 FT (22.9 M) EAST OF SB TH 169, 126 FT (38.4 M) SOUTH OF CROSSOVER,
 QO1086'85.2 FT (26.0 M) SW OF CULVERT, 0.70 FT (21.34 CM) NW OF WIT POST,
 QO1086'RECESSED 3 INCHES, GPSABLE, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1096 ***********************************************************************
 QO1096  DESIGNATION -  4811 J
 QO1096  PID         -  QO1096
 QO1096  STATE/COUNTY-  MN/MILLE LACS
 QO1096  COUNTRY     -  US
 QO1096  USGS QUAD   -  FORESTON (1980)
 QO1096
 QO1096                         *CURRENT SURVEY CONTROL
 QO1096  ______________________________________________________________________
 QO1096* NAD 83(1986) POSITION- 45 40 38.     (N) 093 37 59.     (W)   SCALED    
 QO1096* NAVD 88 ORTHO HEIGHT -   308.027  (meters)    1010.59  (feet) ADJUSTED  
 QO1096  ______________________________________________________________________
 QO1096  GEOID HEIGHT    -        -27.59  (meters)                     GEOID09
 QO1096  DYNAMIC HEIGHT  -        308.023 (meters)     1010.57  (feet) COMP
 QO1096  MODELED GRAVITY -    980,595.4   (mgal)                       NAVD 88
 QO1096
 QO1096  VERT ORDER      -  SECOND    CLASS I
 QO1096
 QO1096.The horizontal coordinates were scaled from a topographic map and have
 QO1096.an estimated accuracy of +/- 6 seconds.
 QO1096.
 QO1096.The orthometric height was determined by differential leveling and
 QO1096.adjusted in June 1991.
 QO1096
 QO1096.The dynamic height is computed by dividing the NAVD 88
 QO1096.geopotential number by the normal gravity value computed on the
 QO1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1096.degrees latitude (g = 980.6199 gals.).
 QO1096
 QO1096.The modeled gravity was interpolated from observed gravity values.
 QO1096
 QO1096;                    North         East    Units  Estimated Accuracy
 QO1096;SPC MN C     -   175,460.      848,070.      MT  (+/- 180 meters Scaled)
 QO1096
 QO1096                          SUPERSEDED SURVEY CONTROL
 QO1096
 QO1096  NGVD 29 (??/??/92)  307.935  (m)         1010.28   (f) ADJ UNCH    2 1
 QO1096
 QO1096.Superseded values are not recommended for survey control.
 QO1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1096.See file dsdata.txt to determine how the superseded data were derived.
 QO1096
 QO1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL506583(NAD 83)
 QO1096
 QO1096_MARKER: DD = SURVEY DISK
 QO1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO1096_SP_SET: ROD
 QO1096_STAMPING: 4811 J 1976
 QO1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1096
 QO1096  HISTORY     - Date     Condition        Report By
 QO1096  HISTORY     - 1976     MONUMENTED       MNDT
 QO1096
 QO1096                          STATION DESCRIPTION
 QO1096
 QO1096'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO1096'7.7 MI NNW FROM PRINCETON.
 QO1096'THE MARK IS LOCATED 7.7 MILES NORTH-NORTHWEST ALONG TRUNK HIGHWAY 169
 QO1096'FROM THE NORTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 169 IN
 QO1096'PRINCETON.  IT IS 205 FEET EAST-NORTHEAST OF THE CENTERLINE OF THE
 QO1096'NORTHBOUND LANE OF TRUNK HIGHWAY 169 AT MILEPOINT 186.0, 53 FEET
 QO1096'SOUTHWEST OF THE CENTER OF AN EAST-WEST TOWNSHIP ROAD, 104.5 FEET
 QO1096'EAST-NORTHEAST OF A RIGHT-OF-WAY POST, 97.5 FEET WEST-NORTHWEST OF A
 QO1096'RIGHT-OF-WAY POST, AND 1.4 FEET WEST OF POWER POLE NUMBER E-P872.  IT
 QO1096'IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK DISK
 QO1096'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 20 FOOT LONG DRIVEN
 QO1096'COPPER COATED STEEL ROD THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF
 QO1096'THE GROUND AND IS 0.8 FOOT WEST OF A STEEL WITNESS POST.  NW 1/4
 QO1096'SECTION 30, T 37N, R 26W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1098 ***********************************************************************
 QO1098  DESIGNATION -  4811 L
 QO1098  PID         -  QO1098
 QO1098  STATE/COUNTY-  MN/MILLE LACS
 QO1098  COUNTRY     -  US
 QO1098  USGS QUAD   -  FORESTON (1980)
 QO1098
 QO1098                         *CURRENT SURVEY CONTROL
 QO1098  ______________________________________________________________________
 QO1098* NAD 83(1986) POSITION- 45 42 21.     (N) 093 38 30.     (W)   SCALED    
 QO1098* NAVD 88 ORTHO HEIGHT -   313.427  (meters)    1028.30  (feet) ADJUSTED  
 QO1098  ______________________________________________________________________
 QO1098  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 QO1098  DYNAMIC HEIGHT  -        313.421 (meters)     1028.28  (feet) COMP
 QO1098  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QO1098
 QO1098  VERT ORDER      -  SECOND    CLASS I
 QO1098
 QO1098.The horizontal coordinates were scaled from a topographic map and have
 QO1098.an estimated accuracy of +/- 6 seconds.
 QO1098.
 QO1098.The orthometric height was determined by differential leveling and
 QO1098.adjusted in June 1991.
 QO1098
 QO1098.The dynamic height is computed by dividing the NAVD 88
 QO1098.geopotential number by the normal gravity value computed on the
 QO1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1098.degrees latitude (g = 980.6199 gals.).
 QO1098
 QO1098.The modeled gravity was interpolated from observed gravity values.
 QO1098
 QO1098;                    North         East    Units  Estimated Accuracy
 QO1098;SPC MN C     -   178,630.      847,370.      MT  (+/- 180 meters Scaled)
 QO1098
 QO1098                          SUPERSEDED SURVEY CONTROL
 QO1098
 QO1098  NGVD 29 (??/??/92)  313.334  (m)         1028.00   (f) ADJ UNCH    2 1
 QO1098
 QO1098.Superseded values are not recommended for survey control.
 QO1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1098.See file dsdata.txt to determine how the superseded data were derived.
 QO1098
 QO1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL500615(NAD 83)
 QO1098
 QO1098_MARKER: DD = SURVEY DISK
 QO1098_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO1098_SP_SET: ROD
 QO1098_STAMPING: 4811 L 1976
 QO1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1098
 QO1098  HISTORY     - Date     Condition        Report By
 QO1098  HISTORY     - 1976     MONUMENTED       MNDT
 QO1098
 QO1098                          STATION DESCRIPTION
 QO1098
 QO1098'DESCRIBED BY MN DEPT OF TRANSP 1976
 QO1098'0.5 MI N FROM PEASE.
 QO1098'THE MARK IS LOCATED 0.5 MILE NORTH ALONG TRUNK HIGHWAY 169 FROM THE
 QO1098'JUNCTION OF TRUNK HIGHWAY 169 AND COUNTY ROAD 8 AT PEASE AND 3.15
 QO1098'MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM THE JUNCTION OF TRUNK
 QO1098'HIGHWAYS 23 AND 169 AT MILACA.  IT IS 99.0 FEET WEST OF AND ABOUT 2
 QO1098'FEET LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 169 AT MILEPOINT
 QO1098'188.1, 14.0 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 31.8 FEET
 QO1098'NORTH-NORTHEAST OF A RIGHT-OF-WAY POST, 2.2 FEET SOUTHEAST OF A WOODEN
 QO1098'CORNER FENCE POST, AND 1.2 FEET EAST OF A NORTH-SOUTH FENCE LINE. IT
 QO1098'IS A STANDARD MINNESOTA TRANSPORTATION DEPARTMENT VERTICAL CONTROL
 QO1098'MONUMENT (VCM) DISK CRIMPED TO THE TOP OF 20 FEET OF COPPER-CLAD STEEL
 QO1098'ROD DRIVEN INTO THE GROUND TO REFUSAL.  IT PROJECTS 3 INCHES ABOVE THE
 QO1098'SURFACE OF THE GROUND.  NE 1/4 SECTION 12, T 37N, R 27W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1100 ***********************************************************************
 QO1100  DESIGNATION -  4811 M
 QO1100  PID         -  QO1100
 QO1100  STATE/COUNTY-  MN/MILLE LACS
 QO1100  COUNTRY     -  US
 QO1100  USGS QUAD   -  FORESTON (1980)
 QO1100
 QO1100                         *CURRENT SURVEY CONTROL
 QO1100  ______________________________________________________________________
 QO1100* NAD 83(2007) POSITION- 45 43 16.13921(N) 093 38 25.18322(W)   ADJUSTED  
 QO1100* NAD 83(2007) ELLIP HT-   288.130 (meters)        (02/10/07)   ADJUSTED
 QO1100* NAD 83(2007) EPOCH   -  2002.00
 QO1100* NAVD 88 ORTHO HEIGHT -   315.685  (meters)    1035.71  (feet) ADJUSTED  
 QO1100  ______________________________________________________________________
 QO1100  NAD 83(2007) X  -   -283,227.205 (meters)                     COMP
 QO1100  NAD 83(2007) Y  - -4,451,763.315 (meters)                     COMP
 QO1100  NAD 83(2007) Z  -  4,543,869.550 (meters)                     COMP
 QO1100  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 QO1100  GEOID HEIGHT    -        -27.55  (meters)                     GEOID09
 QO1100  DYNAMIC HEIGHT  -        315.680 (meters)     1035.69  (feet) COMP
 QO1100  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 QO1100
 QO1100  VERT ORDER      -  SECOND    CLASS I
 QO1100
 QO1100  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1100  Type                                         Horiz  Ellip  Dist(km)
 QO1100  -------------------------------------------------------------------
 QO1100  NETWORK                                       1.02   0.74
 QO1100  -------------------------------------------------------------------
 QO1100  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.78   0.53      2.29
 QO1100  -------------------------------------------------------------------
 QO1100  NOTE: Click here for information on individual local accuracy
 QO1100  values and other accuracy information.
 QO1100
 QO1100
 QO1100.The horizontal coordinates were established by GPS observations
 QO1100.and adjusted by the National Geodetic Survey in February 2007.
 QO1100
 QO1100.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1100.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1100
 QO1100.The horizontal coordinates are valid at the epoch date displayed above
 QO1100.which is a decimal equivalence of Year/Month/Day.
 QO1100
 QO1100.The orthometric height was determined by differential leveling and
 QO1100.adjusted in August 2004.
 QO1100
 QO1100.Photographs are available for this station.
 QO1100
 QO1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1100
 QO1100.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1100
 QO1100.The ellipsoidal height was determined by GPS observations
 QO1100.and is referenced to NAD 83.
 QO1100
 QO1100.The dynamic height is computed by dividing the NAVD 88
 QO1100.geopotential number by the normal gravity value computed on the
 QO1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1100.degrees latitude (g = 980.6199 gals.).
 QO1100
 QO1100.The modeled gravity was interpolated from observed gravity values.
 QO1100
 QO1100. The following values were computed from the NAD 83(2007) position.
 QO1100
 QO1100;                    North         East     Units Scale Factor Converg.
 QO1100;SPC MN C     -   180,336.160   847,462.365   MT  0.99997900   +0 26 27.7
 QO1100;SPC MN C     -   591,652.88  2,780,382.78   sFT  0.99997900   +0 26 27.7
 QO1100;UTM  15      - 5,063,265.440   450,169.413   MT  0.99963053   -0 27 30.4
 QO1100
 QO1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1100!SPC MN C     -   0.99995483  x   0.99997900  =   0.99993383
 QO1100!UTM  15      -   0.99995483  x   0.99963053  =   0.99958538
 QO1100
 QO1100:                Primary Azimuth Mark                     Grid Az
 QO1100:SPC MN C     -  4811 V                                   182 11 03.9
 QO1100:UTM  15      -  4811 V                                   183 05 02.0
 QO1100
 QO1100|---------------------------------------------------------------------|
 QO1100| PID    Reference Object                     Distance      Geod. Az  |
 QO1100|                                                           dddmmss.s |
 QO1100| AJ5108 4811 V                              APPROX. 1.6 KM 1823731.6 |
 QO1100|---------------------------------------------------------------------|
 QO1100
 QO1100                          SUPERSEDED SURVEY CONTROL
 QO1100
 QO1100  NAD 83(1996)-  45 43 16.13901(N)    093 38 25.18297(W) AD(       ) 1
 QO1100  ELLIP H (08/29/02)  288.164  (m)                       GP(       ) 3 2
 QO1100  NAVD 88 (08/29/02)  315.68   (m)         1035.7    (f) LEVELING    3  
 QO1100  NAVD 88 (06/15/91)  315.659  (m)         1035.62   (f) SUPERSEDED  2 1
 QO1100  NGVD 29 (??/??/92)  315.565  (m)         1035.32   (f) ADJ UNCH    2 1
 QO1100
 QO1100.Superseded values are not recommended for survey control.
 QO1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1100.See file dsdata.txt to determine how the superseded data were derived.
 QO1100
 QO1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5016963265(NAD 83)
 QO1100
 QO1100_MARKER: DV = VERTICAL CONTROL DISK
 QO1100_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1100_SP_SET: ROD
 QO1100_STAMPING: 4811 M 1976
 QO1100_MARK LOGO: MNHD  
 QO1100_PROJECTION: PROJECTING 3 CENTIMETERS
 QO1100_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1100+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2010
 QO1100
 QO1100  HISTORY     - Date     Condition        Report By
 QO1100  HISTORY     - 19760401 MONUMENTED       MNHD
 QO1100  HISTORY     - 20000926 GOOD             MNDT
 QO1100  HISTORY     - 20100505 GOOD             MNDT
 QO1100
 QO1100                          STATION DESCRIPTION
 QO1100
 QO1100'DESCRIBED BY MN HIGHWAY DEPT 1976
 QO1100'2.45 MI S FROM MILACA.
 QO1100'THE MARK IS LOCATED 2.45 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM THE
 QO1100'JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 169 IN MILACA.  IT IS
 QO1100'199.5 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF TRUNK
 QO1100'HIGHWAY 169 AT MILEPOINT 189.1, 36 FEET SOUTH OF THE CENTER OF AN
 QO1100'EASTWEST TOWNSHIP ROAD, 96.2 FEET EAST OF POWER POLE NUMBER B 53, 6.0
 QO1100'FEET NORTH-NORTHWEST OF A WOODEN CORNER FENCE POST, AND 1.8 FEET WEST
 QO1100'OF A RIGHT-OF-WAY POST.  IT IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 QO1100'VERTICAL CONTROL MARK DISK CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER
 QO1100'BY 51 FOOT LONG DRIVEN COPPER COATED STEEL ROD THAT PROJECTS 2 INCHES
 QO1100'ABOVE THE SURFACE OF THE GROUND AND IS 1.0 FOOT WEST OF A STEEL
 QO1100'WITNESS POST.  NE 1/4 SECTION 12, T 37N, R 27W.
 QO1100
 QO1100                          STATION RECOVERY (2000)
 QO1100
 QO1100'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1100'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF MILACA, 2.6 MI (4.2
 QO1100'KM) SOUTH ON TH 169 FROM JCT OF TH 169 AND TH 23 AT MILACA, 199.5 FT
 QO1100'(60.8 M) EAST OF NB TH 169, AT TH 169 MP 189.1, 36 FT (11.0 M) SOUTH
 QO1100'OF EAST-WEST TWP RD 120TH ST, 96.2 FT (29.3 M) EAST OF P-POLE B 53,
 QO1100'6.0 FT (1.8 M) NNW OF WOOD COR FENCE POST, 1.7 FT (0.5 M) WSW OF R/W
 QO1100'POST, 1.5 FT (0.5 M) SOUTH OF WIT POST, PROJECTS 1 INCH, SUITABLE FOR
 QO1100'GPS, MAGNETIC.
 QO1100
 QO1100                          STATION RECOVERY (2010)
 QO1100
 QO1100'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (JBG)
 QO1100'THE MARK IS 2.13 MI (3.4 KM) SOUTH OF MILACA.
 QO1100' 
 QO1100'TO REACH THE MARK GO 0.8 MI (1.3 KM) EAST ALONG TRUNK HIGHWAY 23 FROM
 QO1100'THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 36 IN MILACA, THEN
 QO1100'2.6 MI (4.2 KM) SOUTH ON TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE
 QO1100'POINT 189.1.
 QO1100' 
 QO1100'IT IS 315 FT (96.0 M) EAST ON 120TH STREET, 96.2 FT (29.3 M) EAST OF
 QO1100'POWER POLE B 53, 6.0 FT (1.8 M) NORTH-NORTHWEST OF WOODEN CORNER FENCE
 QO1100'POST, 1.8 FT (0.5 M) WEST OF RIGHT-OF-WAY POST, 1.0 FT (0.3 M) WEST OF
 QO1100'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0368 ***********************************************************************
 AI0368  DESIGNATION -  4811 Q
 AI0368  PID         -  AI0368
 AI0368  STATE/COUNTY-  MN/MILLE LACS
 AI0368  COUNTRY     -  US
 AI0368  USGS QUAD   -  PRINCETON (1982)
 AI0368
 AI0368                         *CURRENT SURVEY CONTROL
 AI0368  ______________________________________________________________________
 AI0368* NAD 83(1986) POSITION- 45 34 11.1    (N) 093 35 52.9    (W)   HD_HELD2  
 AI0368* NAVD 88 ORTHO HEIGHT -   305.582  (meters)    1002.56  (feet) ADJUSTED  
 AI0368  ______________________________________________________________________
 AI0368  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 AI0368  DYNAMIC HEIGHT  -        305.571 (meters)     1002.53  (feet) COMP
 AI0368  MODELED GRAVITY -    980,573.1   (mgal)                       NAVD 88
 AI0368
 AI0368  VERT ORDER      -  SECOND    CLASS I
 AI0368
 AI0368.The horizontal coordinates were established by autonomous hand held GPS
 AI0368.observations and have an estimated accuracy of +/- 10 meters.
 AI0368.
 AI0368.The orthometric height was determined by differential leveling and
 AI0368.adjusted in August 2004.
 AI0368
 AI0368.Photographs are available for this station.
 AI0368
 AI0368.The dynamic height is computed by dividing the NAVD 88
 AI0368.geopotential number by the normal gravity value computed on the
 AI0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0368.degrees latitude (g = 980.6199 gals.).
 AI0368
 AI0368.The modeled gravity was interpolated from observed gravity values.
 AI0368
 AI0368;                    North         East    Units  Estimated Accuracy
 AI0368;SPC MN C     -   163,536.      850,894.      MT  (+/- 10 meters HH2 GPS)
 AI0368
 AI0368                          SUPERSEDED SURVEY CONTROL
 AI0368
 AI0368.No superseded survey control is available for this station.
 AI0368
 AI0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5333546419(NAD 83)
 AI0368
 AI0368_MARKER: DV = VERTICAL CONTROL DISK
 AI0368_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0368_SP_SET: BRIDGE ABUTMENT
 AI0368_STAMPING: 4811 Q 1989
 AI0368_MARK LOGO: MNDT  
 AI0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0368+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 AI0368
 AI0368  HISTORY     - Date     Condition        Report By
 AI0368  HISTORY     - 1989     MONUMENTED       MNDT
 AI0368  HISTORY     - 19970101 GOOD             MNDT
 AI0368  HISTORY     - 20081013 GOOD             MNDT
 AI0368
 AI0368                          STATION DESCRIPTION
 AI0368
 AI0368'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0368'THE MARK IS LOCATED IN THE CITY OF PRINCETON, AT THE TRUNK HIGHWAY 169
 AI0368'BRIDGE OVER 1ST STREET SOUTH, AT MILEPOINT 178.25, AND IN THE SE 1/4
 AI0368'OF SECTION 32, T36N, R26W.  THE MARK IS 26.3 FEET (8.0 M)
 AI0368'EAST-SOUTHEAST OF AND ABOUT 1/2 FOOT HIGHER THAN THE CENTERLINE OF
 AI0368'NORTHBOUND HIGHWAY 169.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AI0368'MONUMENT DISK STAMPED---4811 Q 1989---, IS SET IN THE ABUTMENT AT THE
 AI0368'SOUTHEAST CORNER OF BRIDGE NUMBER 48010.
 AI0368
 AI0368                          STATION RECOVERY (1997)
 AI0368
 AI0368'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AI0368'RECOVERED AS DESCRIBED.
 AI0368
 AI0368                          STATION RECOVERY (2008)
 AI0368
 AI0368'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 AI0368'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH OF LAKE FREMONT,
 AI0368'7.2 MI (11.6 KM) WEST OF WYANETT AND 0.8 MI (1.3 KM) WEST OF
 AI0368'PRINCETON.
 AI0368' 
 AI0368'TO REACH TO THE MARK AT PRINCETON, IN THE TOP OF SOUTHEAST ABUTMENT OF
 AI0368'TRUNK HIGHWAY 169 BRIDGE NUMBER 48010 OVER FIRST STREET SOUTH, 26.3 FT
 AI0368'(8.0 M) EAST-SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 169, AT TRUNK
 AI0368'HIGHWAY 169 MILE POINT 178.25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0369 ***********************************************************************
 AI0369  DESIGNATION -  4811 R
 AI0369  PID         -  AI0369
 AI0369  STATE/COUNTY-  MN/MILLE LACS
 AI0369  COUNTRY     -  US
 AI0369  USGS QUAD   -  PRINCETON (1982)
 AI0369
 AI0369                         *CURRENT SURVEY CONTROL
 AI0369  ______________________________________________________________________
 AI0369* NAD 83(1986) POSITION- 45 34 39.2    (N) 093 35 56.9    (W)   HD_HELD2  
 AI0369* NAVD 88 ORTHO HEIGHT -   305.371  (meters)    1001.87  (feet) ADJUSTED  
 AI0369  ______________________________________________________________________
 AI0369  GEOID HEIGHT    -        -27.82  (meters)                     GEOID09
 AI0369  DYNAMIC HEIGHT  -        305.361 (meters)     1001.84  (feet) COMP
 AI0369  MODELED GRAVITY -    980,575.4   (mgal)                       NAVD 88
 AI0369
 AI0369  VERT ORDER      -  SECOND    CLASS I
 AI0369
 AI0369.The horizontal coordinates were established by autonomous hand held GPS
 AI0369.observations and have an estimated accuracy of +/- 10 meters.
 AI0369.
 AI0369.The orthometric height was determined by differential leveling and
 AI0369.adjusted in August 2004.
 AI0369
 AI0369.Photographs are available for this station.
 AI0369
 AI0369.The dynamic height is computed by dividing the NAVD 88
 AI0369.geopotential number by the normal gravity value computed on the
 AI0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0369.degrees latitude (g = 980.6199 gals.).
 AI0369
 AI0369.The modeled gravity was interpolated from observed gravity values.
 AI0369
 AI0369;                    North         East    Units  Estimated Accuracy
 AI0369;SPC MN C     -   164,403.      850,800.      MT  (+/- 10 meters HH2 GPS)
 AI0369
 AI0369                          SUPERSEDED SURVEY CONTROL
 AI0369
 AI0369.No superseded survey control is available for this station.
 AI0369
 AI0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5325547287(NAD 83)
 AI0369
 AI0369_MARKER: DV = VERTICAL CONTROL DISK
 AI0369_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI0369_SP_SET: BRIDGE RAILING
 AI0369_STAMPING: 4811 R 1989
 AI0369_MARK LOGO: MNDT  
 AI0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0369+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2006
 AI0369
 AI0369  HISTORY     - Date     Condition        Report By
 AI0369  HISTORY     - 1989     MONUMENTED       MNDT
 AI0369  HISTORY     - 19970101 GOOD             MNDT
 AI0369  HISTORY     - 20010301 GOOD             MNDT
 AI0369  HISTORY     - 20040123 GOOD             MNDT
 AI0369  HISTORY     - 20061023 GOOD             MNDT
 AI0369
 AI0369                          STATION DESCRIPTION
 AI0369
 AI0369'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0369'THE MARK IS LOCATED IN THE CITY OF PRINCETON, AT THE TRUNK HIGHWAY 95
 AI0369'BRIDGE OVER TRUNK HIGHWAY 169, AT HIGHWAY 169 MILEPOINT 178.75, AND IN
 AI0369'THE NE 1/4 OF SECTION 29, T36N, R26W.  THE MARK IS 19.0 FEET (5.8 M)
 AI0369'NORTH OF AND ABOUT 3 FEET (0.9 M) HIGHER THAN THE CENTERLINE OF
 AI0369'WESTBOUND HIGHWAY 95, AND 0.8 FOOT (24.4 CM) WEST OF THE EAST END OF
 AI0369'THE BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL CONTROL
 AI0369'MONUMENT DISK STAMPED---4811 R 1989---, IS SET IN THE TOP OF THE
 AI0369'RAILING AT THE NORTHEAST CORNER OF BRIDGE NUMBER 48013.
 AI0369
 AI0369                          STATION RECOVERY (1997)
 AI0369
 AI0369'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AI0369'RECOVERED AS DESCRIBED.
 AI0369
 AI0369                          STATION RECOVERY (2001)
 AI0369
 AI0369'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0369'THE MARK WAS RECOVERED AS DESCRIBED.
 AI0369
 AI0369                          STATION RECOVERY (2004)
 AI0369
 AI0369'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JC)
 AI0369'AT PRINCETON, IN TOP OF RAILING AT NORTHEAST CORNER OF TRUNK HIGHWAY
 AI0369'95 BRIDGE 48013 OVER TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILEPOINT
 AI0369'178.75, 19 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 95, 0.8 FEET WEST OF
 AI0369'EAST END OF BRIDGE RAILING
 AI0369
 AI0369                          STATION RECOVERY (2006)
 AI0369
 AI0369'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AI0369'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0371 ***********************************************************************
 AI0371  DESIGNATION -  4811 S
 AI0371  PID         -  AI0371
 AI0371  STATE/COUNTY-  MN/MILLE LACS
 AI0371  COUNTRY     -  US
 AI0371  USGS QUAD   -  PRINCETON (1982)
 AI0371
 AI0371                         *CURRENT SURVEY CONTROL
 AI0371  ______________________________________________________________________
 AI0371* NAD 83(1986) POSITION- 45 34 59.5    (N) 093 36 00.6    (W)   HD_HELD1  
 AI0371* NAVD 88 ORTHO HEIGHT -   297.495  (meters)     976.03  (feet) ADJUSTED  
 AI0371  ______________________________________________________________________
 AI0371  GEOID HEIGHT    -        -27.81  (meters)                     GEOID09
 AI0371  DYNAMIC HEIGHT  -        297.485 (meters)      976.00  (feet) COMP
 AI0371  MODELED GRAVITY -    980,576.3   (mgal)                       NAVD 88
 AI0371
 AI0371  VERT ORDER      -  SECOND    CLASS I
 AI0371
 AI0371.The horizontal coordinates were established by differentially corrected
 AI0371.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AI0371.
 AI0371.The orthometric height was determined by differential leveling and
 AI0371.adjusted in August 2004.
 AI0371
 AI0371.Photographs are available for this station.
 AI0371
 AI0371.The dynamic height is computed by dividing the NAVD 88
 AI0371.geopotential number by the normal gravity value computed on the
 AI0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0371.degrees latitude (g = 980.6199 gals.).
 AI0371
 AI0371.The modeled gravity was interpolated from observed gravity values.
 AI0371
 AI0371;                    North         East    Units  Estimated Accuracy
 AI0371;SPC MN C     -   165,028.7     850,714.7     MT  (+/- 3 meters HH1 GPS) 
 AI0371
 AI0371                          SUPERSEDED SURVEY CONTROL
 AI0371
 AI0371.No superseded survey control is available for this station.
 AI0371
 AI0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5318047914(NAD 83)
 AI0371
 AI0371_MARKER: DV = VERTICAL CONTROL DISK
 AI0371_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI0371_SP_SET: BRIDGE ABUTMENT
 AI0371_STAMPING: 4811 S 1989
 AI0371_MARK LOGO: MNDT  
 AI0371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0371+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2006
 AI0371
 AI0371  HISTORY     - Date     Condition        Report By
 AI0371  HISTORY     - 1989     MONUMENTED       MNDT
 AI0371  HISTORY     - 19891116 GOOD             MNDT
 AI0371  HISTORY     - 19970325 GOOD             MNDT
 AI0371  HISTORY     - 20010301 GOOD             MNDT
 AI0371  HISTORY     - 20061024 GOOD             MNDT
 AI0371
 AI0371                          STATION DESCRIPTION
 AI0371
 AI0371'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0371'THE MARK IS LOCATED IN THE NORTHWEST PART OF THE CITY OF PRINCETON, AT
 AI0371'THE NORTHBOUND TRUNK HIGHWAY 169 BRIDGE OVER THE WEST BRANCH OF THE
 AI0371'RUM RIVER, ABOUT 1/4 MILE NORTH OF THE JUNCTION OF TRUNK HIGHWAYS 169
 AI0371'AND 95, AT MILEPOINT 179.15, AND IN THE SE 1/4 OF SECTION 29, T36N,
 AI0371'R26W.  THE MARK IS 20.5 FEET (6.2 M) WEST OF AND ABOUT LEVEL WITH THE
 AI0371'CENTERLINE OF NORTHBOUND HIGHWAY 169, AND 1.0 FOOT (0.3 M) WEST OF THE
 AI0371'WEST SIDE OF THE BRIDGE RAILING.  THE MARK, A STANDARD MNDT VERTICAL
 AI0371'CONTROL MONUMENT DISK STAMPED---4811 S 1989---, IS SET IN THE ABUTMENT
 AI0371'AT THE SOUTHEAST CORNER OF THE BRIDGE (NUMBER 48012).
 AI0371
 AI0371                          STATION RECOVERY (1997)
 AI0371
 AI0371'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS)
 AI0371'IN THE NW PART OF PRINCETON, IN TOP OF SW ABUTMENT OF NB TH 169 BRDG
 AI0371'48012 OVER WEST BRANCH OF RUM RIVER, 20.3 FT (6.2 M) WEST OF NB TH
 AI0371'169, AT TH 169 MP 179.15, 1 FT (0.3 M) WEST OF WEST SIDE OF BRIDGE
 AI0371'RAILING.
 AI0371
 AI0371                          STATION RECOVERY (2001)
 AI0371
 AI0371'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0371'THE MARK WAS RECOVERED  AS DESCRIBED.
 AI0371
 AI0371                          STATION RECOVERY (2006)
 AI0371
 AI0371'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 AI0371'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI0980 ***********************************************************************
 AI0980  DESIGNATION -  4811 T
 AI0980  PID         -  AI0980
 AI0980  STATE/COUNTY-  MN/MILLE LACS
 AI0980  COUNTRY     -  US
 AI0980  USGS QUAD   -  PRINCETON (1982)
 AI0980
 AI0980                         *CURRENT SURVEY CONTROL
 AI0980  ______________________________________________________________________
 AI0980* NAD 83(1986) POSITION- 45 35 40.5    (N) 093 36 03.1    (W)   HD_HELD2  
 AI0980* NAVD 88 ORTHO HEIGHT -   306.705  (meters)    1006.25  (feet) ADJUSTED  
 AI0980  ______________________________________________________________________
 AI0980  GEOID HEIGHT    -        -27.78  (meters)                     GEOID09
 AI0980  DYNAMIC HEIGHT  -        306.697 (meters)     1006.22  (feet) COMP
 AI0980  MODELED GRAVITY -    980,580.1   (mgal)                       NAVD 88
 AI0980
 AI0980  VERT ORDER      -  SECOND    CLASS I
 AI0980
 AI0980.The horizontal coordinates were established by autonomous hand held GPS
 AI0980.observations and have an estimated accuracy of +/- 10 meters.
 AI0980.
 AI0980.The orthometric height was determined by differential leveling and
 AI0980.adjusted in August 2004.
 AI0980
 AI0980.The dynamic height is computed by dividing the NAVD 88
 AI0980.geopotential number by the normal gravity value computed on the
 AI0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0980.degrees latitude (g = 980.6199 gals.).
 AI0980
 AI0980.The modeled gravity was interpolated from observed gravity values.
 AI0980
 AI0980;                    North         East    Units  Estimated Accuracy
 AI0980;SPC MN C     -   166,294.      850,650.      MT  (+/- 10 meters HH2 GPS)
 AI0980
 AI0980                          SUPERSEDED SURVEY CONTROL
 AI0980
 AI0980.No superseded survey control is available for this station.
 AI0980
 AI0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5313549180(NAD 83)
 AI0980
 AI0980_MARKER: DD = SURVEY DISK
 AI0980_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI0980_SP_SET: BRIDGE RAILING
 AI0980_STAMPING: 4811 T 1989
 AI0980_MARK LOGO: MNDT  
 AI0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0980+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2004
 AI0980
 AI0980  HISTORY     - Date     Condition        Report By
 AI0980  HISTORY     - 1989     MONUMENTED       MNDT
 AI0980  HISTORY     - 20010301 GOOD             MNDT
 AI0980  HISTORY     - 20040123 GOOD             MNDT
 AI0980
 AI0980                          STATION DESCRIPTION
 AI0980
 AI0980'DESCRIBED BY MN DEPT OF TRANSP 1989 (OCO)
 AI0980'THE MARK IS LOCATED ABOUT 1/2 MILE NORTH OF THE CITY OF PRINCETON, AT
 AI0980'THE NORTHBOUND TRUNK HIGHWAY 169 BRIDGE OVER COUNTY ROAD 29 (LAGRANDE
 AI0980'AVENUE), 1.2 MILES (1.9 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM ITS
 AI0980'JUNCTION WITH TRUNK HIGHWAY 95, AT MILEPOINT 180.0, AND IN THE SE 1/4
 AI0980'OF SECTION 20, T36N, R26W.  THE MARK IS 24.3 FEET (7.4 M) EAST OF AND
 AI0980'ABOUT 3 FEET (0.9 M) HIGHER THAN THE CENTERLINE OF NORTHBOUND HIGHWAY
 AI0980'169, 2.8 FEET (0.9 M) NORTH OF THE SOUTH END OF THE EAST BRIDGE
 AI0980'RAILING, AND 11.8 FEET (3.6 M) NORTH OF MILEPOST 180.  THE MARK, A
 AI0980'STANDARD MNDT HORIZONTAL CONTROL MONUMENT DISK STAMPED---4811 T
 AI0980'1989---, IS SET IN THE TOP OF THE BRIDGE RAILING AT THE SOUTHEAST
 AI0980'CORNER OF BRIDGE NUMBER 48016.
 AI0980
 AI0980                          STATION RECOVERY (2001)
 AI0980
 AI0980'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AI0980'THE MARK WAS RECOVERED AS DESCRIBED.
 AI0980
 AI0980                          STATION RECOVERY (2004)
 AI0980
 AI0980'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JC)
 AI0980'0.5 MILES NORTH OF PRINCETON, IN TOP OF RAILING AT SOUTHEAST CORNER OF
 AI0980'NORTHBOUND TRUNK HIGHWAY 169 BRIDGE 48016 OVER COUNTY ROAD 29
 AI0980'(LAGRANDE AVENUE), 1.2 MILES NORTH OF JUNCTION OF TRUNK HIGHWAY 169
 AI0980'AND TRUNK HIGHWAY 95, 24.3 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 169,
 AI0980'2.8 FEET NORTH OF SOUTH END OF EAST BRIDGE RAILING, 11.8 FEET NORTH OF
 AI0980'TRUNK HIGHWAY 169 MILEPOST 180
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5107 ***********************************************************************
 AJ5107  DESIGNATION -  4811 U
 AJ5107  PID         -  AJ5107
 AJ5107  STATE/COUNTY-  MN/MILLE LACS
 AJ5107  COUNTRY     -  US
 AJ5107  USGS QUAD   -  FORESTON (1980)
 AJ5107
 AJ5107                         *CURRENT SURVEY CONTROL
 AJ5107  ______________________________________________________________________
 AJ5107* NAD 83(2007) POSITION- 45 39 45.49453(N) 093 37 40.35423(W)   ADJUSTED  
 AJ5107* NAD 83(2007) ELLIP HT-   275.758 (meters)        (02/10/07)   ADJUSTED
 AJ5107* NAD 83(2007) EPOCH   -  2002.00
 AJ5107* NAVD 88 ORTHO HEIGHT -   303.372  (meters)     995.31  (feet) ADJUSTED  
 AJ5107  ______________________________________________________________________
 AJ5107  NAD 83(2007) X  -   -282,553.604 (meters)                     COMP
 AJ5107  NAD 83(2007) Y  - -4,456,460.799 (meters)                     COMP
 AJ5107  NAD 83(2007) Z  -  4,539,317.778 (meters)                     COMP
 AJ5107  LAPLACE CORR    -         -4.07  (seconds)                    DEFLEC09
 AJ5107  GEOID HEIGHT    -        -27.61  (meters)                     GEOID09
 AJ5107  DYNAMIC HEIGHT  -        303.369 (meters)      995.30  (feet) COMP
 AJ5107  MODELED GRAVITY -    980,596.2   (mgal)                       NAVD 88
 AJ5107
 AJ5107  VERT ORDER      -  SECOND    CLASS I
 AJ5107
 AJ5107  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ5107  Type                                         Horiz  Ellip  Dist(km)
 AJ5107  -------------------------------------------------------------------
 AJ5107  NETWORK                                       0.92   0.67
 AJ5107  -------------------------------------------------------------------
 AJ5107  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.64   0.41      3.56
 AJ5107  -------------------------------------------------------------------
 AJ5107  NOTE: Click here for information on individual local accuracy
 AJ5107  values and other accuracy information.
 AJ5107
 AJ5107
 AJ5107.The horizontal coordinates were established by GPS observations
 AJ5107.and adjusted by the National Geodetic Survey in February 2007.
 AJ5107
 AJ5107.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5107.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5107
 AJ5107.The horizontal coordinates are valid at the epoch date displayed above
 AJ5107.which is a decimal equivalence of Year/Month/Day.
 AJ5107
 AJ5107.The orthometric height was determined by differential leveling and
 AJ5107.adjusted in August 2004.
 AJ5107
 AJ5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5107
 AJ5107.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5107
 AJ5107.The ellipsoidal height was determined by GPS observations
 AJ5107.and is referenced to NAD 83.
 AJ5107
 AJ5107.The dynamic height is computed by dividing the NAVD 88
 AJ5107.geopotential number by the normal gravity value computed on the
 AJ5107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5107.degrees latitude (g = 980.6199 gals.).
 AJ5107
 AJ5107.The modeled gravity was interpolated from observed gravity values.
 AJ5107
 AJ5107. The following values were computed from the NAD 83(2007) position.
 AJ5107
 AJ5107;                    North         East     Units Scale Factor Converg.
 AJ5107;SPC MN C     -   173,840.620   848,482.842   MT  0.99999036   +0 27 00.1
 AJ5107;SPC MN C     -   570,342.10  2,783,730.79   sFT  0.99999036   +0 27 00.1
 AJ5107;UTM  15      - 5,056,756.992   451,087.490   MT  0.99962941   -0 26 56.7
 AJ5107
 AJ5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5107!SPC MN C     -   0.99995677  x   0.99999036  =   0.99994713
 AJ5107!UTM  15      -   0.99995677  x   0.99962941  =   0.99958620
 AJ5107
 AJ5107                          SUPERSEDED SURVEY CONTROL
 AJ5107
 AJ5107  NAD 83(1996)-  45 39 45.49431(N)    093 37 40.35400(W) AD(       ) 1
 AJ5107  ELLIP H (08/29/02)  275.793  (m)                       GP(       ) 3 2
 AJ5107  NAVD 88 (08/29/02)  303.37   (m)          995.3    (f) LEVELING    3  
 AJ5107
 AJ5107.Superseded values are not recommended for survey control.
 AJ5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5107.See file dsdata.txt to determine how the superseded data were derived.
 AJ5107
 AJ5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5108756756(NAD 83)
 AJ5107
 AJ5107_MARKER: DD = SURVEY DISK
 AJ5107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5107_STAMPING: 4811 U 2000
 AJ5107_MARK LOGO: MNDT  
 AJ5107_PROJECTION: RECESSED 5 CENTIMETERS
 AJ5107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5107+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 AJ5107_ROD/PIPE-DEPTH: 13.7 meters
 AJ5107
 AJ5107  HISTORY     - Date     Condition        Report By
 AJ5107  HISTORY     - 2000     MONUMENTED       MNDT
 AJ5107  HISTORY     - 20000927 GOOD             MNDT
 AJ5107
 AJ5107                          STATION DESCRIPTION
 AJ5107
 AJ5107'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5107'6.0 MI (9.7 KM) NW OF PRINCETON, 6.10 MI (9.82 KM) NW ALONG TH 169
 AJ5107'FROM JCT OF TH 169 AND TH 95 IN PRINCETON, AT TH 169 MP 184.90, 43.7
 AJ5107'FT (13.3 M) SOUTH OF CO RD 12, 80.0 FT (24.4 M) WSW OF NB TH 169, 98.0
 AJ5107'FT (29.9 M) ENE OF SB TH 169, 6.7 FT (2.0 M) NORTH OF WIT POST,
 AJ5107'MAGNETIC, RECESSED 2 INCHES, GOOD FOR GPS.
 AJ5107
 AJ5107                          STATION RECOVERY (2000)
 AJ5107
 AJ5107'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5107'6 MI (9.7 KM) NW OF PRINCETON, 6.10 MI (9.82 KM) NW OF JCT OF TH 169
 AJ5107'AND TH 95, AT TH 169 MP 184.90, 43.7 FT (13.3 M) SOUTH OF CO RD 12 ,
 AJ5107'80 FT (24.4 M) WSW OF NB TH 169, 98 FT (29.9 M) ENE OF SB TH 169, 6.7
 AJ5107'FT (2.0 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5108 ***********************************************************************
 AJ5108  DESIGNATION -  4811 V
 AJ5108  PID         -  AJ5108
 AJ5108  STATE/COUNTY-  MN/MILLE LACS
 AJ5108  COUNTRY     -  US
 AJ5108  USGS QUAD   -  FORESTON (1980)
 AJ5108
 AJ5108                         *CURRENT SURVEY CONTROL
 AJ5108  ______________________________________________________________________
 AJ5108* NAD 83(2007) POSITION- 45 42 23.12956(N) 093 38 28.65259(W)   ADJUSTED  
 AJ5108* NAD 83(2007) ELLIP HT-   285.902 (meters)        (02/10/07)   ADJUSTED
 AJ5108* NAD 83(2007) EPOCH   -  2002.00
 AJ5108* NAVD 88 ORTHO HEIGHT -   313.472  (meters)    1028.45  (feet) ADJUSTED  
 AJ5108  ______________________________________________________________________
 AJ5108  NAD 83(2007) X  -   -283,376.395 (meters)                     COMP
 AJ5108  NAD 83(2007) Y  - -4,452,926.271 (meters)                     COMP
 AJ5108  NAD 83(2007) Z  -  4,542,725.152 (meters)                     COMP
 AJ5108  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 AJ5108  GEOID HEIGHT    -        -27.56  (meters)                     GEOID09
 AJ5108  DYNAMIC HEIGHT  -        313.466 (meters)     1028.43  (feet) COMP
 AJ5108  MODELED GRAVITY -    980,589.4   (mgal)                       NAVD 88
 AJ5108
 AJ5108  VERT ORDER      -  SECOND    CLASS I
 AJ5108
 AJ5108  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ5108  Type                                         Horiz  Ellip  Dist(km)
 AJ5108  -------------------------------------------------------------------
 AJ5108  NETWORK                                       1.04   0.76
 AJ5108  -------------------------------------------------------------------
 AJ5108  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.55      1.64
 AJ5108  -------------------------------------------------------------------
 AJ5108  NOTE: Click here for information on individual local accuracy
 AJ5108  values and other accuracy information.
 AJ5108
 AJ5108
 AJ5108.The horizontal coordinates were established by GPS observations
 AJ5108.and adjusted by the National Geodetic Survey in February 2007.
 AJ5108
 AJ5108.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5108.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5108
 AJ5108.The horizontal coordinates are valid at the epoch date displayed above
 AJ5108.which is a decimal equivalence of Year/Month/Day.
 AJ5108
 AJ5108.The orthometric height was determined by differential leveling and
 AJ5108.adjusted in August 2004.
 AJ5108
 AJ5108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5108
 AJ5108.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5108
 AJ5108.The ellipsoidal height was determined by GPS observations
 AJ5108.and is referenced to NAD 83.
 AJ5108
 AJ5108.The dynamic height is computed by dividing the NAVD 88
 AJ5108.geopotential number by the normal gravity value computed on the
 AJ5108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5108.degrees latitude (g = 980.6199 gals.).
 AJ5108
 AJ5108.The modeled gravity was interpolated from observed gravity values.
 AJ5108
 AJ5108. The following values were computed from the NAD 83(2007) position.
 AJ5108
 AJ5108;                    North         East     Units Scale Factor Converg.
 AJ5108;SPC MN C     -   178,699.054   847,399.920   MT  0.99998176   +0 26 25.2
 AJ5108;SPC MN C     -   586,281.81  2,780,177.90   sFT  0.99998176   +0 26 25.2
 AJ5108;UTM  15      - 5,061,630.087   450,081.308   MT  0.99963063   -0 27 32.5
 AJ5108
 AJ5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5108!SPC MN C     -   0.99995518  x   0.99998176  =   0.99993694
 AJ5108!UTM  15      -   0.99995518  x   0.99963063  =   0.99958583
 AJ5108
 AJ5108:                Primary Azimuth Mark                     Grid Az
 AJ5108:SPC MN C     -  4811 M                                   002 11 03.9
 AJ5108:UTM  15      -  4811 M                                   003 05 01.6
 AJ5108
 AJ5108|---------------------------------------------------------------------|
 AJ5108| PID    Reference Object                     Distance      Geod. Az  |
 AJ5108|                                                           dddmmss.s |
 AJ5108| QO1100 4811 M                              APPROX. 1.6 KM 0023729.1 |
 AJ5108|---------------------------------------------------------------------|
 AJ5108
 AJ5108                          SUPERSEDED SURVEY CONTROL
 AJ5108
 AJ5108  NAD 83(1996)-  45 42 23.12935(N)    093 38 28.65233(W) AD(       ) 1
 AJ5108  ELLIP H (08/29/02)  285.936  (m)                       GP(       ) 3 2
 AJ5108  NAVD 88 (08/29/02)  313.47   (m)         1028.4    (f) LEVELING    3  
 AJ5108
 AJ5108.Superseded values are not recommended for survey control.
 AJ5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5108.See file dsdata.txt to determine how the superseded data were derived.
 AJ5108
 AJ5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5008161630(NAD 83)
 AJ5108
 AJ5108_MARKER: DD = SURVEY DISK
 AJ5108_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5108_STAMPING: 4811 V 2000
 AJ5108_MARK LOGO: MNDT  
 AJ5108_PROJECTION: RECESSED 5 CENTIMETERS
 AJ5108_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5108+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 AJ5108_ROD/PIPE-DEPTH:  5.5 meters
 AJ5108
 AJ5108  HISTORY     - Date     Condition        Report By
 AJ5108  HISTORY     - 2000     MONUMENTED       MNDT
 AJ5108  HISTORY     - 20000927 GOOD             MNDT
 AJ5108
 AJ5108                          STATION DESCRIPTION
 AJ5108
 AJ5108'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5108'3.5 MI (5.6 KM) SOUTH OF MILACA, 3.55 MI (5.71 KM) SOUTH ALONG TH 169
 AJ5108'FROM JCT OF TH 169 AND TH 23 IN MILACA, AT TH 169 MP 188.05, 93.0 FT
 AJ5108'(28.3 M) SOUTH OF 110TH ST, 80.0 FT (24.4 M) EAST OF SB TH 169, 44.5
 AJ5108'FT (13.6 M) WEST OF NB TH 169, 10.0 FT (3.0 M) EAST OF WIT POST,
 AJ5108'RECESSED 2 INCHES, MAGNETIC, GOOD FOR GPS.
 AJ5108
 AJ5108                          STATION RECOVERY (2000)
 AJ5108
 AJ5108'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5108'3.5 MI (5.6 KM) SOUTH OF MILACA, 3.55 MI (5.71 KM) SOUTH OF JCT OF TH
 AJ5108'169 AND TH 23, AT TH 169 MP 188.05, 93 FT (28.3 M) SOUTH OF 110 ST, 80
 AJ5108'FT (24.4 M) EAST OF SB TH 169, 44.5 FT (13.6 M) WEST OF NB TH 169, 10
 AJ5108'FT (3.0 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5124 ***********************************************************************
 AJ5124  DESIGNATION -  4811 W
 AJ5124  PID         -  AJ5124
 AJ5124  STATE/COUNTY-  MN/MILLE LACS
 AJ5124  COUNTRY     -  US
 AJ5124  USGS QUAD   -  FORESTON (1980)
 AJ5124
 AJ5124                         *CURRENT SURVEY CONTROL
 AJ5124  ______________________________________________________________________
 AJ5124* NAD 83(1986) POSITION- 45 43 59.9    (N) 093 38 21.9    (W)   HD_HELD2  
 AJ5124* NAVD 88 ORTHO HEIGHT -   320.008  (meters)    1049.89  (feet) ADJUSTED  
 AJ5124  ______________________________________________________________________
 AJ5124  GEOID HEIGHT    -        -27.54  (meters)                     GEOID09
 AJ5124  DYNAMIC HEIGHT  -        320.002 (meters)     1049.87  (feet) COMP
 AJ5124  MODELED GRAVITY -    980,588.5   (mgal)                       NAVD 88
 AJ5124
 AJ5124  VERT ORDER      -  SECOND    CLASS I
 AJ5124
 AJ5124.The horizontal coordinates were established by autonomous hand held GPS
 AJ5124.observations and have an estimated accuracy of +/- 10 meters.
 AJ5124.
 AJ5124.The orthometric height was determined by differential leveling and
 AJ5124.adjusted in August 2004.
 AJ5124
 AJ5124.Photographs are available for this station.
 AJ5124
 AJ5124.The dynamic height is computed by dividing the NAVD 88
 AJ5124.geopotential number by the normal gravity value computed on the
 AJ5124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5124.degrees latitude (g = 980.6199 gals.).
 AJ5124
 AJ5124.The modeled gravity was interpolated from observed gravity values.
 AJ5124
 AJ5124;                    North         East    Units  Estimated Accuracy
 AJ5124;SPC MN C     -   181,688.      847,523.      MT  (+/- 10 meters HH2 GPS)
 AJ5124
 AJ5124                          SUPERSEDED SURVEY CONTROL
 AJ5124
 AJ5124.No superseded survey control is available for this station.
 AJ5124
 AJ5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5025164615(NAD 83)
 AJ5124
 AJ5124_MARKER: DV = VERTICAL CONTROL DISK
 AJ5124_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5124_SP_SET: BRIDGE RAILING
 AJ5124_STAMPING: 4811 W 2000
 AJ5124_MARK LOGO: MNDT  
 AJ5124_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5124+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AJ5124
 AJ5124  HISTORY     - Date     Condition        Report By
 AJ5124  HISTORY     - 19860401 MONUMENTED       MNDT
 AJ5124  HISTORY     - 20010301 GOOD             MNDT
 AJ5124  HISTORY     - 20100428 GOOD             MNDT
 AJ5124
 AJ5124                          STATION DESCRIPTION
 AJ5124
 AJ5124'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5124'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 AJ5124'SOUTH OF MILACA, 1.2 MI (1.9 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169
 AJ5124'AND TH 23 IN MILACA, IN BRDG RAIL AT SE COR OF TH 169 BRDG NO 48006
 AJ5124'OVER THE RUM RIVER, AT TH 169 MP 189.90, 24.5 FT (7.5 M) SE OF NB TH
 AJ5124'169, 14.6 FT (4.5 M) NE OF SE COR OF BRDG RAILING, NOT GOOD FOR GPS.
 AJ5124'DISK SET IN BRIDGE WHEN SET IN 1986 THEN STAMPED IN 2000.
 AJ5124
 AJ5124                          STATION RECOVERY (2010)
 AJ5124
 AJ5124'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MPP)
 AJ5124'THE MARK IS 1.39 MI (2.2 KM) SOUTHEAST OF MILACA.
 AJ5124' 
 AJ5124'TO REACH THE MARK IN BRIDGE NUMBER 48006 OVER THE RUM RIVER, 1.6 MI
 AJ5124'(2.6 KM) SOUTH ALONG COUNTY ROAD 36 FROM THE JUNCTION OF COUNTY ROAD
 AJ5124'36 AND TRUNK HIGHWAY 23 IN MILACA, THEN 0.3 MI (0.5 KM) NORTH ON TRUNK
 AJ5124'HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT 189.90.
 AJ5124' 
 AJ5124'IT IS 24.5 FT (7.5 M) SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 169, 14.6
 AJ5124'FT (4.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5125 ***********************************************************************
 AJ5125  DESIGNATION -  4811 X
 AJ5125  PID         -  AJ5125
 AJ5125  STATE/COUNTY-  MN/MILLE LACS
 AJ5125  COUNTRY     -  US
 AJ5125  USGS QUAD   -  MILACA (1968)
 AJ5125
 AJ5125                         *CURRENT SURVEY CONTROL
 AJ5125  ______________________________________________________________________
 AJ5125* NAD 83(1986) POSITION- 45 45 27.0    (N) 093 38 06.4    (W)   HD_HELD2  
 AJ5125* NAVD 88 ORTHO HEIGHT -   337.362  (meters)    1106.83  (feet) ADJUSTED  
 AJ5125  ______________________________________________________________________
 AJ5125  GEOID HEIGHT    -        -27.52  (meters)                     GEOID09
 AJ5125  DYNAMIC HEIGHT  -        337.357 (meters)     1106.81  (feet) COMP
 AJ5125  MODELED GRAVITY -    980,589.2   (mgal)                       NAVD 88
 AJ5125
 AJ5125  VERT ORDER      -  SECOND    CLASS I
 AJ5125
 AJ5125.The horizontal coordinates were established by autonomous hand held GPS
 AJ5125.observations and have an estimated accuracy of +/- 10 meters.
 AJ5125.
 AJ5125.The orthometric height was determined by differential leveling and
 AJ5125.adjusted in August 2004.
 AJ5125
 AJ5125.Photographs are available for this station.
 AJ5125
 AJ5125.The dynamic height is computed by dividing the NAVD 88
 AJ5125.geopotential number by the normal gravity value computed on the
 AJ5125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5125.degrees latitude (g = 980.6199 gals.).
 AJ5125
 AJ5125.The modeled gravity was interpolated from observed gravity values.
 AJ5125
 AJ5125;                    North         East    Units  Estimated Accuracy
 AJ5125;SPC MN C     -   184,379.      847,837.      MT  (+/- 10 meters HH2 GPS)
 AJ5125
 AJ5125                          SUPERSEDED SURVEY CONTROL
 AJ5125
 AJ5125.No superseded survey control is available for this station.
 AJ5125
 AJ5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5060767300(NAD 83)
 AJ5125
 AJ5125_MARKER: DV = VERTICAL CONTROL DISK
 AJ5125_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5125_SP_SET: BRIDGE RAILING
 AJ5125_STAMPING: 4811 X 2000
 AJ5125_MARK LOGO: MNDT  
 AJ5125_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5125+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2010
 AJ5125
 AJ5125  HISTORY     - Date     Condition        Report By
 AJ5125  HISTORY     - 19850401 MONUMENTED       MNDT
 AJ5125  HISTORY     - 20010301 GOOD             MNDT
 AJ5125  HISTORY     - 20050925 GOOD             USPSQD
 AJ5125  HISTORY     - 20100423 GOOD             MNDT
 AJ5125
 AJ5125                          STATION DESCRIPTION
 AJ5125
 AJ5125'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5125'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN MILACA, IN
 AJ5125'RAILING AT SE COR OF NB TH 169 AND TH 23, IN BRDG NO 48008 NB OVER TH
 AJ5125'23, AT TH 169 MP 191.50, 24.0 FT (7.3 M) EAST OF NB TH 169, 14.2 FT
 AJ5125'(4.3 M) NORTH OF SE COR OF BRDG RAILING, MAGNETIC, NOT GOOD FOR GPS.
 AJ5125'DISK SET IN BRIDGE WHEN SET IN 1985 THEN STAMPED IN 2000.
 AJ5125
 AJ5125                          STATION RECOVERY (2005)
 AJ5125
 AJ5125'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHO)
 AJ5125'RECOVERED IN GOOD CONDITION.
 AJ5125
 AJ5125                          STATION RECOVERY (2010)
 AJ5125
 AJ5125'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 AJ5125'THE MARK IS 0.84 MI (1.4 KM) NORTHEAST OF MILACA.
 AJ5125' 
 AJ5125'TO REACH THE MARK IN RAILING AT SOUTHEAST CORNER OF NORTHBOUND TRUNK
 AJ5125'HIGHWAY 169 AND TRUNK HIGHWAY 23 IN BRIDGE NUMBER 47008 NORTHBOUND
 AJ5125'OVER TRUNK HIGHWAY 23, 1.6 MI (2.6 KM) SOUTH ALONG COUNTY ROAD 36 FROM
 AJ5125'THE JUNCTION OF COUNTY ROAD 36 AND TRUNK HIGHWAY 169 IN MILACA, THEN
 AJ5125'2.0 MI (3.2 KM) NORTH ON TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE
 AJ5125'POINT 191.50.
 AJ5125' 
 AJ5125'IT IS 24.0 FT (7.3 M) EAST OF NORTHBOUND TRUNK HIGHWAY 169, 14.2 FT
 AJ5125'(4.3 M) NORTH OF THE SOUTHEAST CORNER OF BRIDGE RAILING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5126 ***********************************************************************
 AJ5126  DESIGNATION -  4811 Y
 AJ5126  PID         -  AJ5126
 AJ5126  STATE/COUNTY-  MN/MILLE LACS
 AJ5126  COUNTRY     -  US
 AJ5126  USGS QUAD   -  MILACA (1968)
 AJ5126
 AJ5126                         *CURRENT SURVEY CONTROL
 AJ5126  ______________________________________________________________________
 AJ5126* NAD 83(1986) POSITION- 45 45 26.5    (N) 093 38 08.0    (W)   HD_HELD2  
 AJ5126* NAVD 88 ORTHO HEIGHT -   337.504  (meters)    1107.29  (feet) ADJUSTED  
 AJ5126  ______________________________________________________________________
 AJ5126  GEOID HEIGHT    -        -27.51  (meters)                     GEOID09
 AJ5126  DYNAMIC HEIGHT  -        337.498 (meters)     1107.27  (feet) COMP
 AJ5126  MODELED GRAVITY -    980,589.3   (mgal)                       NAVD 88
 AJ5126
 AJ5126  VERT ORDER      -  SECOND    CLASS I
 AJ5126
 AJ5126.The horizontal coordinates were established by autonomous hand held GPS
 AJ5126.observations and have an estimated accuracy of +/- 10 meters.
 AJ5126.
 AJ5126.The orthometric height was determined by differential leveling and
 AJ5126.adjusted in August 2004.
 AJ5126
 AJ5126.Photographs are available for this station.
 AJ5126
 AJ5126.The dynamic height is computed by dividing the NAVD 88
 AJ5126.geopotential number by the normal gravity value computed on the
 AJ5126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5126.degrees latitude (g = 980.6199 gals.).
 AJ5126
 AJ5126.The modeled gravity was interpolated from observed gravity values.
 AJ5126
 AJ5126;                    North         East    Units  Estimated Accuracy
 AJ5126;SPC MN C     -   184,364.      847,803.      MT  (+/- 10 meters HH2 GPS)
 AJ5126
 AJ5126                          SUPERSEDED SURVEY CONTROL
 AJ5126
 AJ5126.No superseded survey control is available for this station.
 AJ5126
 AJ5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5057267285(NAD 83)
 AJ5126
 AJ5126_MARKER: DV = VERTICAL CONTROL DISK
 AJ5126_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5126_SP_SET: BRIDGE RAILING
 AJ5126_STAMPING: 4811 Y 2000
 AJ5126_MARK LOGO: MNDT  
 AJ5126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ5126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5126+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2010
 AJ5126
 AJ5126  HISTORY     - Date     Condition        Report By
 AJ5126  HISTORY     - 19850401 MONUMENTED       MNDT
 AJ5126  HISTORY     - 20010301 GOOD             MNDT
 AJ5126  HISTORY     - 20050925 GOOD             USPSQD
 AJ5126  HISTORY     - 20100426 GOOD             MNDT
 AJ5126
 AJ5126                          STATION DESCRIPTION
 AJ5126
 AJ5126'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5126'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN MILACA, IN
 AJ5126'BRDG RAILING AT SE COR OF SB TH 169 AND TH 23, IN BRDG NO 48007 SB
 AJ5126'OVER TH 23, AT TH 169 MP 191.50, 18.0 FT (5.5 M) EAST OF SB TH 169,
 AJ5126'14.4 FT (4.4 M) NORTH OF SE COR OF BRDG RAILING, MAGNETIC, NOT GOOD
 AJ5126'FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1985 THEN STAMPED IN 2000.
 AJ5126
 AJ5126                          STATION RECOVERY (2005)
 AJ5126
 AJ5126'RECOVERY NOTE BY US POWER SQUADRON 2005 (RHO)
 AJ5126'RECOVERED IN GOOD CONDITION.
 AJ5126
 AJ5126                          STATION RECOVERY (2010)
 AJ5126
 AJ5126'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (DJS)
 AJ5126'THE MARK IS 0.82 MI (1.3 KM) NORTHEAST OF MILACA.
 AJ5126' 
 AJ5126'TO REACH THE MARK IN BRIDGE RAIL AT SOUTHEAST CORNER OF SOUTHBOUND
 AJ5126'TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 23 IN BRIDGE NUMBER 47007
 AJ5126'SOUTHBOUND OVER TRUNK HIGHWAY 23, 1.0 MI (1.6 KM) EAST ALONG TRUNK
 AJ5126'HIGHWAY 23 FROM THE JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 36 IN
 AJ5126'MILACA, THEN 0.8 MI (1.3 KM) NORTH ON TRUNK HIGHWAY 169, THEN 0.8 MI
 AJ5126'(1.3 KM) U-TURN ON TRUNK HIGHWAY 169, AT TRUNK HIGHWAY 169 MILE POINT
 AJ5126'191.50.
 AJ5126' 
 AJ5126'IT IS 18.0 FT (5.5 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 169, 14.4 FT
 AJ5126'(4.4 M) NORTH OF THE SOUTHEAST CORNER OF BRIDGE RAIL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5123 ***********************************************************************
 AJ5123  DESIGNATION -  4811 Z
 AJ5123  PID         -  AJ5123
 AJ5123  STATE/COUNTY-  MN/MILLE LACS
 AJ5123  COUNTRY     -  US
 AJ5123  USGS QUAD   -  PRINCETON (1982)
 AJ5123
 AJ5123                         *CURRENT SURVEY CONTROL
 AJ5123  ______________________________________________________________________
 AJ5123* NAD 83(1986) POSITION- 45 35 50.9    (N) 093 36 01.4    (W)   HD_HELD2  
 AJ5123* NAVD 88 ORTHO HEIGHT -   306.667  (meters)    1006.12  (feet) ADJUSTED  
 AJ5123  ______________________________________________________________________
 AJ5123  GEOID HEIGHT    -        -27.77  (meters)                     GEOID09
 AJ5123  DYNAMIC HEIGHT  -        306.659 (meters)     1006.10  (feet) COMP
 AJ5123  MODELED GRAVITY -    980,581.1   (mgal)                       NAVD 88
 AJ5123
 AJ5123  VERT ORDER      -  SECOND    CLASS I
 AJ5123
 AJ5123.The horizontal coordinates were established by autonomous hand held GPS
 AJ5123.observations and have an estimated accuracy of +/- 10 meters.
 AJ5123.
 AJ5123.The orthometric height was determined by differential leveling and
 AJ5123.adjusted in August 2004.
 AJ5123
 AJ5123.No vertical observational check was made to the station.
 AJ5123
 AJ5123.The dynamic height is computed by dividing the NAVD 88
 AJ5123.geopotential number by the normal gravity value computed on the
 AJ5123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5123.degrees latitude (g = 980.6199 gals.).
 AJ5123
 AJ5123.The modeled gravity was interpolated from observed gravity values.
 AJ5123
 AJ5123;                    North         East    Units  Estimated Accuracy
 AJ5123;SPC MN C     -   166,615.      850,684.      MT  (+/- 10 meters HH2 GPS)
 AJ5123
 AJ5123                          SUPERSEDED SURVEY CONTROL
 AJ5123
 AJ5123.No superseded survey control is available for this station.
 AJ5123
 AJ5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5317449500(NAD 83)
 AJ5123
 AJ5123_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ5123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ5123_SP_SET: BRIDGE ABUTMENT
 AJ5123_STAMPING: 4811 Z 1979
 AJ5123_MARK LOGO: MNDT  
 AJ5123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5123+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 AJ5123
 AJ5123  HISTORY     - Date     Condition        Report By
 AJ5123  HISTORY     - 1979     MONUMENTED       MNDT
 AJ5123  HISTORY     - 20000926 GOOD             MNDT
 AJ5123
 AJ5123                          STATION DESCRIPTION
 AJ5123
 AJ5123'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ5123'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.0 MI (3.2 KM)
 AJ5123'NNW OF PRINCETON, 1.2 MI (1.9 KM) NORTH ALONG TH 169 FROM JCT OF TH 95
 AJ5123'AND TH 169 IN PRINCETON, AT TH 169 MP 180.0, 19.0 FT (5.8 M) EAST OF
 AJ5123'SB TH 169, 3.3 FT (1.0 M) NORTH OF SOUTH END OF RAILING, IN RAILING AT
 AJ5123'SE COR OF SB BRIDGE NO 48015 OVER LA GRANDE AVE, NOT MAGNETIC, NOT
 AJ5123'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1111 ***********************************************************************
 QO1111  DESIGNATION -  4812 A
 QO1111  PID         -  QO1111
 QO1111  STATE/COUNTY-  MN/MILLE LACS
 QO1111  COUNTRY     -  US
 QO1111  USGS QUAD   -  MILACA (1968)
 QO1111
 QO1111                         *CURRENT SURVEY CONTROL
 QO1111  ______________________________________________________________________
 QO1111* NAD 83(1986) POSITION- 45 45 48.     (N) 093 39 08.     (W)   SCALED    
 QO1111* NAVD 88 ORTHO HEIGHT -   334.210  (meters)    1096.49  (feet) ADJUSTED  
 QO1111  ______________________________________________________________________
 QO1111  GEOID HEIGHT    -        -27.48  (meters)                     GEOID09
 QO1111  DYNAMIC HEIGHT  -        334.204 (meters)     1096.47  (feet) COMP
 QO1111  MODELED GRAVITY -    980,589.6   (mgal)                       NAVD 88
 QO1111
 QO1111  VERT ORDER      -  SECOND    CLASS 0
 QO1111
 QO1111.The horizontal coordinates were scaled from a topographic map and have
 QO1111.an estimated accuracy of +/- 6 seconds.
 QO1111.
 QO1111.The orthometric height was determined by differential leveling and
 QO1111.adjusted in June 1991.
 QO1111
 QO1111.The dynamic height is computed by dividing the NAVD 88
 QO1111.geopotential number by the normal gravity value computed on the
 QO1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1111.degrees latitude (g = 980.6199 gals.).
 QO1111
 QO1111.The modeled gravity was interpolated from observed gravity values.
 QO1111
 QO1111;                    North         East    Units  Estimated Accuracy
 QO1111;SPC MN C     -   185,020.      846,500.      MT  (+/- 180 meters Scaled)
 QO1111
 QO1111                          SUPERSEDED SURVEY CONTROL
 QO1111
 QO1111  NGVD 29 (??/??/92)  334.063  (m)         1096.01   (f) ADJ UNCH    2 0
 QO1111
 QO1111.Superseded values are not recommended for survey control.
 QO1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1111.See file dsdata.txt to determine how the superseded data were derived.
 QO1111
 QO1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL492679(NAD 83)
 QO1111
 QO1111_MARKER: DD = SURVEY DISK
 QO1111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO1111_SP_SET: CONCRETE BLOCK
 QO1111_STAMPING: 4812 A 1973
 QO1111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1111
 QO1111  HISTORY     - Date     Condition        Report By
 QO1111  HISTORY     - 1973     MONUMENTED       MNDT
 QO1111
 QO1111                          STATION DESCRIPTION
 QO1111
 QO1111'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO1111'IN MILACA.
 QO1111'MARK IS LOCATED 0.9 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1111'T.H. 169 AND T.H. 23 IN MILACA, 0.6 MILES NORTH OF THE SOO LINE
 QO1111'RAILROAD CROSSING.  IT IS 104 FEET EAST OF THE CENTERLINE OF T.H. 169
 QO1111'(CENTRAL AVENUE) AT MILE POINT 192.05, OPPOSITE A CITY PARK, 49 FEET
 QO1111'NORTH OF THE EXTENDED CENTER OF 9TH STREET N., 1.2 FEET SOUTH OF THE
 QO1111'SOUTHWEST CORNER OF A 1 STORY METAL BUILDING (MILACA MILLS INC.).  IT
 QO1111'IS CEMENTED IN THE NORTHWEST CORNER OF A 8 BY 8 FOOT CONCRETE BLOCK
 QO1111'HOUSING (WITH AN AIR-CONDITIONER MOUNTED ON TOP) ABOUT 4 FEET HIGHER
 QO1111'THAN THE PARKING LOT.  NW 1/4 SECTION 25, T 38, R 27.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1113 ***********************************************************************
 QO1113  DESIGNATION -  4812 A 1
 QO1113  PID         -  QO1113
 QO1113  STATE/COUNTY-  MN/MILLE LACS
 QO1113  COUNTRY     -  US
 QO1113  USGS QUAD   -  MILACA (1968)
 QO1113
 QO1113                         *CURRENT SURVEY CONTROL
 QO1113  ______________________________________________________________________
 QO1113* NAD 83(1986) POSITION- 45 46 43.     (N) 093 39 28.     (W)   SCALED    
 QO1113* NAVD 88 ORTHO HEIGHT -   327.344  (meters)    1073.96  (feet) ADJUSTED  
 QO1113  ______________________________________________________________________
 QO1113  GEOID HEIGHT    -        -27.46  (meters)                     GEOID09
 QO1113  DYNAMIC HEIGHT  -        327.339 (meters)     1073.94  (feet) COMP
 QO1113  MODELED GRAVITY -    980,590.3   (mgal)                       NAVD 88
 QO1113
 QO1113  VERT ORDER      -  SECOND    CLASS I
 QO1113
 QO1113.The horizontal coordinates were scaled from a topographic map and have
 QO1113.an estimated accuracy of +/- 6 seconds.
 QO1113.
 QO1113.The orthometric height was determined by differential leveling and
 QO1113.adjusted in June 1991.
 QO1113
 QO1113.The dynamic height is computed by dividing the NAVD 88
 QO1113.geopotential number by the normal gravity value computed on the
 QO1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1113.degrees latitude (g = 980.6199 gals.).
 QO1113
 QO1113.The modeled gravity was interpolated from observed gravity values.
 QO1113
 QO1113;                    North         East    Units  Estimated Accuracy
 QO1113;SPC MN C     -   186,710.      846,060.      MT  (+/- 180 meters Scaled)
 QO1113
 QO1113                          SUPERSEDED SURVEY CONTROL
 QO1113
 QO1113  NGVD 29 (??/??/92)  327.195  (m)         1073.47   (f) ADJ UNCH    2 0
 QO1113
 QO1113.Superseded values are not recommended for survey control.
 QO1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1113.See file dsdata.txt to determine how the superseded data were derived.
 QO1113
 QO1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL488696(NAD 83)
 QO1113
 QO1113_MARKER: DD = SURVEY DISK
 QO1113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1113_SP_SET: BRIDGE ABUTMENT
 QO1113_STAMPING: 4812 A 1 1973
 QO1113_MARK LOGO: MNDT  
 QO1113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1113+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 QO1113
 QO1113  HISTORY     - Date     Condition        Report By
 QO1113  HISTORY     - 1973     MONUMENTED       MNDT
 QO1113  HISTORY     - 20000401 GOOD             MNDT
 QO1113
 QO1113                          STATION DESCRIPTION
 QO1113
 QO1113'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO1113'1.9 MI N FROM MILACA.
 QO1113'MARK IS LOCATED 2 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF T.H.
 QO1113'169 AND T.H. 23 IN MILACA, THENCE, 0.25 MILES WEST ALONG COUNTY ROAD
 QO1113'9.  IT IS IN THE SOUTHEAST CORNER (ABUTMENT) OF MILLE LACS COUNTY
 QO1113'BRIDGE NO. 7177, COUNTY ROAD 9 OVER THE RUM RIVER.  NW 1/4 SECTION 24,
 QO1113'T 38, R 27.
 QO1113
 QO1113                          STATION RECOVERY (2000)
 QO1113
 QO1113'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QO1113'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5128 ***********************************************************************
 AJ5128  DESIGNATION -  4812 AA
 AJ5128  PID         -  AJ5128
 AJ5128  STATE/COUNTY-  MN/MILLE LACS
 AJ5128  COUNTRY     -  US
 AJ5128  USGS QUAD   -  MILACA (1968)
 AJ5128
 AJ5128                         *CURRENT SURVEY CONTROL
 AJ5128  ______________________________________________________________________
 AJ5128* NAD 83(1986) POSITION- 45 45 50.8    (N) 093 38 27.1    (W)   HD_HELD2  
 AJ5128* NAVD 88 ORTHO HEIGHT -   338.973  (meters)    1112.11  (feet) ADJUSTED  
 AJ5128  ______________________________________________________________________
 AJ5128  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 AJ5128  DYNAMIC HEIGHT  -        338.967 (meters)     1112.09  (feet) COMP
 AJ5128  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 AJ5128
 AJ5128  VERT ORDER      -  SECOND    CLASS I
 AJ5128
 AJ5128.The horizontal coordinates were established by autonomous hand held GPS
 AJ5128.observations and have an estimated accuracy of +/- 10 meters.
 AJ5128.
 AJ5128.The orthometric height was determined by differential leveling and
 AJ5128.adjusted in August 2004.
 AJ5128
 AJ5128.Photographs are available for this station.
 AJ5128
 AJ5128.The dynamic height is computed by dividing the NAVD 88
 AJ5128.geopotential number by the normal gravity value computed on the
 AJ5128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5128.degrees latitude (g = 980.6199 gals.).
 AJ5128
 AJ5128.The modeled gravity was interpolated from observed gravity values.
 AJ5128
 AJ5128;                    North         East    Units  Estimated Accuracy
 AJ5128;SPC MN C     -   185,111.      847,384.      MT  (+/- 10 meters HH2 GPS)
 AJ5128
 AJ5128                          SUPERSEDED SURVEY CONTROL
 AJ5128
 AJ5128.No superseded survey control is available for this station.
 AJ5128
 AJ5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5016668038(NAD 83)
 AJ5128
 AJ5128_MARKER: DV = VERTICAL CONTROL DISK
 AJ5128_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ5128_SP_SET: BRIDGE ABUTMENT
 AJ5128_STAMPING: 4812 AA 2000
 AJ5128_MARK LOGO: MNDT  
 AJ5128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5128+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5128
 AJ5128  HISTORY     - Date     Condition        Report By
 AJ5128  HISTORY     - 1986     MONUMENTED       MNDT
 AJ5128  HISTORY     - 20010301 GOOD             MNDT
 AJ5128
 AJ5128                          STATION DESCRIPTION
 AJ5128
 AJ5128'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5128'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.50 MI (0.80
 AJ5128'KM) NE OF MILACA, IN ABUT AT SE COR OF TH 169 SB BRDG NO 48019 OVER
 AJ5128'150TH ST, 0.50 MI (0.80 KM) NW ALONG TH 169 FROM JCT OF TH 169 AND TH
 AJ5128'23 AT MILACA, AT TH 169 MP 192.05, 19.7 FT (6.0 M) SE OF THE SE COR OF
 AJ5128'SB TH 169 BRDG, NOT GOOD FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN
 AJ5128'1986 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5130 ***********************************************************************
 AJ5130  DESIGNATION -  4812 AB
 AJ5130  PID         -  AJ5130
 AJ5130  STATE/COUNTY-  MN/MILLE LACS
 AJ5130  COUNTRY     -  US
 AJ5130  USGS QUAD   -  PAGE (1968)
 AJ5130
 AJ5130                         *CURRENT SURVEY CONTROL
 AJ5130  ______________________________________________________________________
 AJ5130* NAD 83(1986) POSITION- 45 55 33.5    (N) 093 39 46.1    (W)   HD_HELD2  
 AJ5130* NAVD 88 ORTHO HEIGHT -   365.466  (meters)    1199.03  (feet) ADJUSTED  
 AJ5130  ______________________________________________________________________
 AJ5130  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AJ5130  DYNAMIC HEIGHT  -        365.466 (meters)     1199.03  (feet) COMP
 AJ5130  MODELED GRAVITY -    980,603.1   (mgal)                       NAVD 88
 AJ5130
 AJ5130  VERT ORDER      -  SECOND    CLASS I
 AJ5130
 AJ5130.The horizontal coordinates were established by autonomous hand held GPS
 AJ5130.observations and have an estimated accuracy of +/- 10 meters.
 AJ5130.
 AJ5130.The orthometric height was determined by differential leveling and
 AJ5130.adjusted in August 2004.
 AJ5130
 AJ5130.The dynamic height is computed by dividing the NAVD 88
 AJ5130.geopotential number by the normal gravity value computed on the
 AJ5130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5130.degrees latitude (g = 980.6199 gals.).
 AJ5130
 AJ5130.The modeled gravity was interpolated from observed gravity values.
 AJ5130
 AJ5130;                    North         East    Units  Estimated Accuracy
 AJ5130;SPC MN C     -   203,087.      845,544.      MT  (+/- 10 meters HH2 GPS)
 AJ5130
 AJ5130                          SUPERSEDED SURVEY CONTROL
 AJ5130
 AJ5130.No superseded survey control is available for this station.
 AJ5130
 AJ5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4860986036(NAD 83)
 AJ5130
 AJ5130_MARKER: DV = VERTICAL CONTROL DISK
 AJ5130_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5130_SP_SET: BRIDGE RAILING
 AJ5130_STAMPING: 4812 AB 2000
 AJ5130_MARK LOGO: MNDT  
 AJ5130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5130+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5130
 AJ5130  HISTORY     - Date     Condition        Report By
 AJ5130  HISTORY     - 1991     MONUMENTED       MNDT
 AJ5130  HISTORY     - 20010301 GOOD             MNDT
 AJ5130
 AJ5130                          STATION DESCRIPTION
 AJ5130
 AJ5130'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5130'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 10 MI (16.1 KM)
 AJ5130'SOUTH OF ONAMIA, IN RAIL AT SE COR OF NB TH 169 BRDG NO 48004 OVER RUM
 AJ5130'RIVER, 10 MI (16.1 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 27
 AJ5130'IN ONAMIA, AT TH 169 MP 203.35, 2.1 FT (0.6 M) NORTH OF SE COR OF BRDG
 AJ5130'RAILING, 24.0 FT (7.3 M) EAST OF NB TH 169, FLUSH, MAGNETIC, NOT GOOD
 AJ5130'FOR GPS.  DISK SET IN BRDG WHEN BUILT IN 1991 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5131 ***********************************************************************
 AJ5131  DESIGNATION -  4812 AC
 AJ5131  PID         -  AJ5131
 AJ5131  STATE/COUNTY-  MN/MILLE LACS
 AJ5131  COUNTRY     -  US
 AJ5131  USGS QUAD   -  PAGE (1968)
 AJ5131
 AJ5131                         *CURRENT SURVEY CONTROL
 AJ5131  ______________________________________________________________________
 AJ5131* NAD 83(1986) POSITION- 45 55 33.2    (N) 093 39 47.9    (W)   HD_HELD2  
 AJ5131* NAVD 88 ORTHO HEIGHT -   365.769  (meters)    1200.03  (feet) ADJUSTED  
 AJ5131  ______________________________________________________________________
 AJ5131  GEOID HEIGHT    -        -27.28  (meters)                     GEOID09
 AJ5131  DYNAMIC HEIGHT  -        365.769 (meters)     1200.03  (feet) COMP
 AJ5131  MODELED GRAVITY -    980,603.1   (mgal)                       NAVD 88
 AJ5131
 AJ5131  VERT ORDER      -  SECOND    CLASS I
 AJ5131
 AJ5131.The horizontal coordinates were established by autonomous hand held GPS
 AJ5131.observations and have an estimated accuracy of +/- 10 meters.
 AJ5131.
 AJ5131.The orthometric height was determined by differential leveling and
 AJ5131.adjusted in August 2004.
 AJ5131
 AJ5131.The dynamic height is computed by dividing the NAVD 88
 AJ5131.geopotential number by the normal gravity value computed on the
 AJ5131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5131.degrees latitude (g = 980.6199 gals.).
 AJ5131
 AJ5131.The modeled gravity was interpolated from observed gravity values.
 AJ5131
 AJ5131;                    North         East    Units  Estimated Accuracy
 AJ5131;SPC MN C     -   203,077.      845,505.      MT  (+/- 10 meters HH2 GPS)
 AJ5131
 AJ5131                          SUPERSEDED SURVEY CONTROL
 AJ5131
 AJ5131.No superseded survey control is available for this station.
 AJ5131
 AJ5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4857086027(NAD 83)
 AJ5131
 AJ5131_MARKER: DV = VERTICAL CONTROL DISK
 AJ5131_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5131_SP_SET: BRIDGE RAILING
 AJ5131_STAMPING: 4812 AC 2000
 AJ5131_MARK LOGO: MNDT  
 AJ5131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5131+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5131
 AJ5131  HISTORY     - Date     Condition        Report By
 AJ5131  HISTORY     - 1984     MONUMENTED       MNDT
 AJ5131  HISTORY     - 20010301 GOOD             MNDT
 AJ5131
 AJ5131                          STATION DESCRIPTION
 AJ5131
 AJ5131'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5131'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 10 MI (16.1 KM)
 AJ5131'SOUTH OF ONAMIA, IN RAIL AT SE COR OF SB TH 169 BRDG NO 48003 OVER RUM
 AJ5131'RIVER, 10 MI (16.1 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 27
 AJ5131'IN ONAMIA, AT TH 169 MP 203.35, 1.2 FT (0.4 M) NORTH OF SE COR OF BRDG
 AJ5131'RAILING, 18.8 FT (5.7 M) EAST OF SB TH 169, FLUSH, MAGNETIC, NOT GOOD
 AJ5131'FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1984 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5109 ***********************************************************************
 AJ5109  DESIGNATION -  4812 AD
 AJ5109  PID         -  AJ5109
 AJ5109  STATE/COUNTY-  MN/MILLE LACS
 AJ5109  COUNTRY     -  US
 AJ5109  USGS QUAD   -  PAGE (1968)
 AJ5109
 AJ5109                         *CURRENT SURVEY CONTROL
 AJ5109  ______________________________________________________________________
 AJ5109* NAD 83(2007) POSITION- 45 56 13.48618(N) 093 39 46.34391(W)   ADJUSTED  
 AJ5109* NAD 83(2007) ELLIP HT-   345.056 (meters)        (02/10/07)   ADJUSTED
 AJ5109* NAD 83(2007) EPOCH   -  2002.00
 AJ5109* NAVD 88 ORTHO HEIGHT -   372.324  (meters)    1221.53  (feet) ADJUSTED  
 AJ5109  ______________________________________________________________________
 AJ5109  NAD 83(2007) X  -   -283,881.577 (meters)                     COMP
 AJ5109  NAD 83(2007) Y  - -4,434,510.970 (meters)                     COMP
 AJ5109  NAD 83(2007) Z  -  4,560,634.525 (meters)                     COMP
 AJ5109  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC09
 AJ5109  GEOID HEIGHT    -        -27.27  (meters)                     GEOID09
 AJ5109  DYNAMIC HEIGHT  -        372.324 (meters)     1221.53  (feet) COMP
 AJ5109  MODELED GRAVITY -    980,604.6   (mgal)                       NAVD 88
 AJ5109
 AJ5109  VERT ORDER      -  SECOND    CLASS I
 AJ5109
 AJ5109  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ5109  Type                                         Horiz  Ellip  Dist(km)
 AJ5109  -------------------------------------------------------------------
 AJ5109  NETWORK                                       0.66   0.53
 AJ5109  -------------------------------------------------------------------
 AJ5109  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.65   0.43      4.00
 AJ5109  -------------------------------------------------------------------
 AJ5109  NOTE: Click here for information on individual local accuracy
 AJ5109  values and other accuracy information.
 AJ5109
 AJ5109
 AJ5109.The horizontal coordinates were established by GPS observations
 AJ5109.and adjusted by the National Geodetic Survey in February 2007.
 AJ5109
 AJ5109.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5109.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5109
 AJ5109.The horizontal coordinates are valid at the epoch date displayed above
 AJ5109.which is a decimal equivalence of Year/Month/Day.
 AJ5109
 AJ5109.The orthometric height was determined by differential leveling and
 AJ5109.adjusted in August 2004.
 AJ5109
 AJ5109.Photographs are available for this station.
 AJ5109
 AJ5109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5109
 AJ5109.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5109
 AJ5109.The ellipsoidal height was determined by GPS observations
 AJ5109.and is referenced to NAD 83.
 AJ5109
 AJ5109.The dynamic height is computed by dividing the NAVD 88
 AJ5109.geopotential number by the normal gravity value computed on the
 AJ5109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5109.degrees latitude (g = 980.6199 gals.).
 AJ5109
 AJ5109.The modeled gravity was interpolated from observed gravity values.
 AJ5109
 AJ5109. The following values were computed from the NAD 83(2007) position.
 AJ5109
 AJ5109;                    North         East     Units Scale Factor Converg.
 AJ5109;SPC MN C     -   204,321.464   845,529.419   MT  0.99994599   +0 25 29.0
 AJ5109;SPC MN C     -   670,344.67  2,774,041.10   sFT  0.99994599   +0 25 29.0
 AJ5109;UTM  15      - 5,087,270.233   448,614.073   MT  0.99963246   -0 28 34.8
 AJ5109
 AJ5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5109!SPC MN C     -   0.99994591  x   0.99994599  =   0.99989190
 AJ5109!UTM  15      -   0.99994591  x   0.99963246  =   0.99957839
 AJ5109
 AJ5109                          SUPERSEDED SURVEY CONTROL
 AJ5109
 AJ5109  NAD 83(1996)-  45 56 13.48595(N)    093 39 46.34354(W) AD(       ) 1
 AJ5109  ELLIP H (08/29/02)  345.087  (m)                       GP(       ) 3 2
 AJ5109  NAVD 88 (08/29/02)  372.33   (m)         1221.6    (f) LEVELING    3  
 AJ5109
 AJ5109.Superseded values are not recommended for survey control.
 AJ5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5109.See file dsdata.txt to determine how the superseded data were derived.
 AJ5109
 AJ5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4861487270(NAD 83)
 AJ5109
 AJ5109_MARKER: DD = SURVEY DISK
 AJ5109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5109_STAMPING: 4812 AD 2000
 AJ5109_MARK LOGO: MNDT  
 AJ5109_PROJECTION: FLUSH
 AJ5109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5109+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 AJ5109_ROD/PIPE-DEPTH:  4.3 meters
 AJ5109
 AJ5109  HISTORY     - Date     Condition        Report By
 AJ5109  HISTORY     - 2000     MONUMENTED       MNDT
 AJ5109  HISTORY     - 20000927 GOOD             MNDT
 AJ5109  HISTORY     - 20050517 GOOD             MNDT
 AJ5109  HISTORY     - 20061022 GOOD             USPSQD
 AJ5109
 AJ5109                          STATION DESCRIPTION
 AJ5109
 AJ5109'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5109'9.0 MI (14.5 KM) SOUTH OF ONAMIA, 9.25 MI (14.89 KM) SOUTH ALONG TH
 AJ5109'169 FROM JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 204.15, 45.0
 AJ5109'FT (13.7 M) NORTH OF MARSH RD, 67.0 FT (20.4 M) EAST OF SB TH 169,
 AJ5109'58.0 FT (17.7 M) WEST OF NB TH 169, 27.0 FT (8.2 M) NORTH OF WIT POST,
 AJ5109'MAGNETIC, GOOD FOR GPS.
 AJ5109
 AJ5109                          STATION RECOVERY (2000)
 AJ5109
 AJ5109'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5109'9 MI (14.5 KM) SOUTH OF ONAMIA, 9.25 MI (14.89 KM) SOUTH OF JCT OF TH
 AJ5109'169 AND TH 27, AT TH 169 MP 204.15, 45 FT (13.7 M) NORTH OF MARSH RD,
 AJ5109'67 FT (20.4 M) EAST OF SB TH 169, 58 FT (17.7 M) WEST OF NB TH 169,
 AJ5109'2.7 FT (0.8 M) NORTH OF WIT POST.
 AJ5109
 AJ5109                          STATION RECOVERY (2005)
 AJ5109
 AJ5109'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AJ5109'9 MILES SOUTH OF ONAMIA, 9.25 MILES SOUTH ALONG TRUNK HIGHWAY 169 FROM
 AJ5109'JUNCTION OF  TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 27 IN ONAMIA, AT
 AJ5109'TRUNK HIGHWAY 169 MILEPOINT 204.15,  67 FEET EAST OF SOUTHBOUND TRUNK
 AJ5109'HIGHWAY 169, 58 FEET OF WEST OF NORTHBOUND TRUNK  HIGHWAY 169, 45 FEET
 AJ5109'NORTH OF MARSH ROAD, 2.7 FEET NORTH OF WITNESS POST.
 AJ5109
 AJ5109                          STATION RECOVERY (2006)
 AJ5109
 AJ5109'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 AJ5109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5110 ***********************************************************************
 AJ5110  DESIGNATION -  4812 AE
 AJ5110  PID         -  AJ5110
 AJ5110  STATE/COUNTY-  MN/MILLE LACS
 AJ5110  COUNTRY     -  US
 AJ5110  USGS QUAD   -  PAGE (1968)
 AJ5110
 AJ5110                         *CURRENT SURVEY CONTROL
 AJ5110  ______________________________________________________________________
 AJ5110* NAD 83(2007) POSITION- 45 58 38.92955(N) 093 39 44.05533(W)   ADJUSTED  
 AJ5110* NAD 83(2007) ELLIP HT-   350.877 (meters)        (02/10/07)   ADJUSTED
 AJ5110* NAD 83(2007) EPOCH   -  2002.00
 AJ5110* NAVD 88 ORTHO HEIGHT -   378.114  (meters)    1240.53  (feet) ADJUSTED  
 AJ5110  ______________________________________________________________________
 AJ5110  NAD 83(2007) X  -   -283,626.439 (meters)                     COMP
 AJ5110  NAD 83(2007) Y  - -4,431,296.645 (meters)                     COMP
 AJ5110  NAD 83(2007) Z  -  4,563,760.709 (meters)                     COMP
 AJ5110  LAPLACE CORR    -         -3.43  (seconds)                    DEFLEC09
 AJ5110  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AJ5110  DYNAMIC HEIGHT  -        378.117 (meters)     1240.54  (feet) COMP
 AJ5110  MODELED GRAVITY -    980,610.2   (mgal)                       NAVD 88
 AJ5110
 AJ5110  VERT ORDER      -  SECOND    CLASS I
 AJ5110
 AJ5110  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ5110  Type                                         Horiz  Ellip  Dist(km)
 AJ5110  -------------------------------------------------------------------
 AJ5110  NETWORK                                       0.77   0.59
 AJ5110  -------------------------------------------------------------------
 AJ5110  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.37      2.78
 AJ5110  -------------------------------------------------------------------
 AJ5110  NOTE: Click here for information on individual local accuracy
 AJ5110  values and other accuracy information.
 AJ5110
 AJ5110
 AJ5110.The horizontal coordinates were established by GPS observations
 AJ5110.and adjusted by the National Geodetic Survey in February 2007.
 AJ5110
 AJ5110.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5110.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5110
 AJ5110.The horizontal coordinates are valid at the epoch date displayed above
 AJ5110.which is a decimal equivalence of Year/Month/Day.
 AJ5110
 AJ5110.The orthometric height was determined by differential leveling and
 AJ5110.adjusted in August 2004.
 AJ5110
 AJ5110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5110
 AJ5110.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5110
 AJ5110.The ellipsoidal height was determined by GPS observations
 AJ5110.and is referenced to NAD 83.
 AJ5110
 AJ5110.The dynamic height is computed by dividing the NAVD 88
 AJ5110.geopotential number by the normal gravity value computed on the
 AJ5110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5110.degrees latitude (g = 980.6199 gals.).
 AJ5110
 AJ5110.The modeled gravity was interpolated from observed gravity values.
 AJ5110
 AJ5110. The following values were computed from the NAD 83(2007) position.
 AJ5110
 AJ5110;                    North         East     Units Scale Factor Converg.
 AJ5110;SPC MN C     -   208,812.037   845,545.394   MT  0.99994138   +0 25 30.6
 AJ5110;SPC MN C     -   685,077.49  2,774,093.51   sFT  0.99994138   +0 25 30.6
 AJ5110;UTM  15      - 5,091,758.601   448,700.649   MT  0.99963235   -0 28 34.3
 AJ5110
 AJ5110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5110!SPC MN C     -   0.99994500  x   0.99994138  =   0.99988638
 AJ5110!UTM  15      -   0.99994500  x   0.99963235  =   0.99957737
 AJ5110
 AJ5110                          SUPERSEDED SURVEY CONTROL
 AJ5110
 AJ5110  NAD 83(1996)-  45 58 38.92931(N)    093 39 44.05495(W) AD(       ) 1
 AJ5110  ELLIP H (08/29/02)  350.909  (m)                       GP(       ) 3 2
 AJ5110  NAVD 88 (08/29/02)  378.12   (m)         1240.5    (f) LEVELING    3  
 AJ5110
 AJ5110.Superseded values are not recommended for survey control.
 AJ5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5110.See file dsdata.txt to determine how the superseded data were derived.
 AJ5110
 AJ5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4870091758(NAD 83)
 AJ5110
 AJ5110_MARKER: DD = SURVEY DISK
 AJ5110_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ5110+WITH SETTING: INFORMATION.
 AJ5110_STAMPING: 4812 AE 2000
 AJ5110_MARK LOGO: MNDT  
 AJ5110_PROJECTION: FLUSH
 AJ5110_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5110+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2006
 AJ5110_ROD/PIPE-DEPTH:  2.1 meters
 AJ5110
 AJ5110  HISTORY     - Date     Condition        Report By
 AJ5110  HISTORY     - 2000     MONUMENTED       MNDT
 AJ5110  HISTORY     - 20000927 GOOD             MNDT
 AJ5110  HISTORY     - 20061022 GOOD             USPSQD
 AJ5110
 AJ5110                          STATION DESCRIPTION
 AJ5110
 AJ5110'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5110'6.0 MI (9.7 KM) SOUTH OF ONAMIA, 6.10 MI (9.82 KM) SOUTH ALONG TH 169
 AJ5110'FROM JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 207.30, 36.8 FT
 AJ5110'(11.2 M) EAST OF SB TH 169, 87.7 FT (26.7 M) WEST OF NB TH 169, 1.8 FT
 AJ5110'(0.5 M) WEST OF WIT POST, MAGNETIC, GOOD FOR GPS. ROD IS 7.0 FT. DEEP
 AJ5110'AND DRIVEN TO REFUSAL.
 AJ5110
 AJ5110                          STATION RECOVERY (2000)
 AJ5110
 AJ5110'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5110'6 MI (9.7 KM) SOUTH OF ONAMIA, 6.10 MI (9.82 KM) SOUTH OF JCT OF TH
 AJ5110'169 AND TH 27, AT TH 169 MP 207.30, 36.8 FT (11.2 M) EAST OF SB TH
 AJ5110'169, 87.7 FT (26.7 M) WEST OF NB TH 169, 1.8 FT (0.5 M) WEST OF WIT
 AJ5110'POST.  DRIVEN TO REFUSAL.
 AJ5110
 AJ5110                          STATION RECOVERY (2006)
 AJ5110
 AJ5110'RECOVERY NOTE BY US POWER SQUADRON 2006 (TAG)
 AJ5110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5111 ***********************************************************************
 AJ5111  DESIGNATION -  4812 AF
 AJ5111  PID         -  AJ5111
 AJ5111  STATE/COUNTY-  MN/MILLE LACS
 AJ5111  COUNTRY     -  US
 AJ5111  USGS QUAD   -  ONAMIA (1968)
 AJ5111
 AJ5111                         *CURRENT SURVEY CONTROL
 AJ5111  ______________________________________________________________________
 AJ5111* NAD 83(2007) POSITION- 46 00 09.07556(N) 093 39 44.99991(W)   ADJUSTED  
 AJ5111* NAD 83(2007) ELLIP HT-   348.010 (meters)        (02/10/07)   ADJUSTED
 AJ5111* NAD 83(2007) EPOCH   -  2002.00
 AJ5111* NAVD 88 ORTHO HEIGHT -   375.235  (meters)    1231.08  (feet) ADJUSTED  
 AJ5111  ______________________________________________________________________
 AJ5111  NAD 83(2007) X  -   -283,518.725 (meters)                     COMP
 AJ5111  NAD 83(2007) Y  - -4,429,295.546 (meters)                     COMP
 AJ5111  NAD 83(2007) Z  -  4,565,692.535 (meters)                     COMP
 AJ5111  LAPLACE CORR    -         -3.09  (seconds)                    DEFLEC09
 AJ5111  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ5111  DYNAMIC HEIGHT  -        375.240 (meters)     1231.10  (feet) COMP
 AJ5111  MODELED GRAVITY -    980,615.6   (mgal)                       NAVD 88
 AJ5111
 AJ5111  VERT ORDER      -  SECOND    CLASS I
 AJ5111
 AJ5111  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ5111  Type                                         Horiz  Ellip  Dist(km)
 AJ5111  -------------------------------------------------------------------
 AJ5111  NETWORK                                       0.76   0.63
 AJ5111  -------------------------------------------------------------------
 AJ5111  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.53      2.78
 AJ5111  -------------------------------------------------------------------
 AJ5111  NOTE: Click here for information on individual local accuracy
 AJ5111  values and other accuracy information.
 AJ5111
 AJ5111
 AJ5111.The horizontal coordinates were established by GPS observations
 AJ5111.and adjusted by the National Geodetic Survey in February 2007.
 AJ5111
 AJ5111.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ5111.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ5111
 AJ5111.The horizontal coordinates are valid at the epoch date displayed above
 AJ5111.which is a decimal equivalence of Year/Month/Day.
 AJ5111
 AJ5111.The orthometric height was determined by differential leveling and
 AJ5111.adjusted in August 2004.
 AJ5111
 AJ5111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5111
 AJ5111.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ5111
 AJ5111.The ellipsoidal height was determined by GPS observations
 AJ5111.and is referenced to NAD 83.
 AJ5111
 AJ5111.The dynamic height is computed by dividing the NAVD 88
 AJ5111.geopotential number by the normal gravity value computed on the
 AJ5111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5111.degrees latitude (g = 980.6199 gals.).
 AJ5111
 AJ5111.The modeled gravity was interpolated from observed gravity values.
 AJ5111
 AJ5111. The following values were computed from the NAD 83(2007) position.
 AJ5111
 AJ5111;                    North         East     Units Scale Factor Converg.
 AJ5111;SPC MN C     -   211,594.929   845,504.419   MT  0.99993876   +0 25 30.0
 AJ5111;SPC MN C     -   694,207.70  2,773,959.08   sFT  0.99993876   +0 25 30.0
 AJ5111;UTM  15      - 5,094,540.937   448,703.462   MT  0.99963235   -0 28 35.7
 AJ5111
 AJ5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5111!SPC MN C     -   0.99994545  x   0.99993876  =   0.99988421
 AJ5111!UTM  15      -   0.99994545  x   0.99963235  =   0.99957782
 AJ5111
 AJ5111                          SUPERSEDED SURVEY CONTROL
 AJ5111
 AJ5111  NAD 83(1996)-  46 00 09.07530(N)    093 39 44.99949(W) AD(       ) 1
 AJ5111  ELLIP H (08/29/02)  348.039  (m)                       GP(       ) 3 2
 AJ5111  NAVD 88 (08/29/02)  375.24   (m)         1231.1    (f) LEVELING    3  
 AJ5111
 AJ5111.Superseded values are not recommended for survey control.
 AJ5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5111.See file dsdata.txt to determine how the superseded data were derived.
 AJ5111
 AJ5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4870394540(NAD 83)
 AJ5111
 AJ5111_MARKER: DD = SURVEY DISK
 AJ5111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ5111_STAMPING: 4812 AF 2000
 AJ5111_MARK LOGO: MNDT  
 AJ5111_PROJECTION: FLUSH
 AJ5111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5111+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2005
 AJ5111_ROD/PIPE-DEPTH:  4.0 meters
 AJ5111
 AJ5111  HISTORY     - Date     Condition        Report By
 AJ5111  HISTORY     - 2000     MONUMENTED       MNDT
 AJ5111  HISTORY     - 20000927 GOOD             MNDT
 AJ5111  HISTORY     - 20051126 GOOD             USPSQD
 AJ5111
 AJ5111                          STATION DESCRIPTION
 AJ5111
 AJ5111'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5111'5.0 MI (8.0 KM) SOUTH OF ONAMIA, 4.75 MI (7.64 KM) SOUTH ALONG TH 169
 AJ5111'FROM JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 208.65, 42.0 FT
 AJ5111'(12.8 M) NORTH OF CROSSOVER, 63.0 FT (19.2 M) EAST OF SB TH 169, 62.0
 AJ5111'FT (18.9 M) WEST OF TH 169 NB, 28.0 FT (8.5 M) NORTH OF WIT POST,
 AJ5111'MAGNETIC, GOOD FOR GPS.
 AJ5111
 AJ5111                          STATION RECOVERY (2000)
 AJ5111
 AJ5111'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ5111'5 MI (8.0 KM) SOUTH OF ONAMIA, 4.75 MI (7.64 KM) SOUTH OF JCT OF TH
 AJ5111'169 AND TH 27, AT TH 169 MP 208.65, 42 FT (12.8 M) NORTH OF CROSSOVER,
 AJ5111'63 FT (19.2 M) EAST OF SB TH 169, 62 FT (18.9 M) WEST OF NB TH 169,
 AJ5111'2.8 FT (0.9 M) NORTH OF WIT POST.
 AJ5111
 AJ5111                          STATION RECOVERY (2005)
 AJ5111
 AJ5111'RECOVERY NOTE BY US POWER SQUADRON 2005 (TAG)
 AJ5111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5132 ***********************************************************************
 AJ5132  DESIGNATION -  4812 AG
 AJ5132  PID         -  AJ5132
 AJ5132  STATE/COUNTY-  MN/MILLE LACS
 AJ5132  COUNTRY     -  US
 AJ5132  USGS QUAD   -  ONAMIA (1968)
 AJ5132
 AJ5132                         *CURRENT SURVEY CONTROL
 AJ5132  ______________________________________________________________________
 AJ5132* NAD 83(1986) POSITION- 46 00 50.1    (N) 093 39 44.5    (W)   HD_HELD2  
 AJ5132* NAVD 88 ORTHO HEIGHT -   377.556  (meters)    1238.70  (feet) ADJUSTED  
 AJ5132  ______________________________________________________________________
 AJ5132  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ5132  DYNAMIC HEIGHT  -        377.561 (meters)     1238.71  (feet) COMP
 AJ5132  MODELED GRAVITY -    980,616.3   (mgal)                       NAVD 88
 AJ5132
 AJ5132  VERT ORDER      -  SECOND    CLASS I
 AJ5132
 AJ5132.The horizontal coordinates were established by autonomous hand held GPS
 AJ5132.observations and have an estimated accuracy of +/- 10 meters.
 AJ5132.
 AJ5132.The orthometric height was determined by differential leveling and
 AJ5132.adjusted in August 2004.
 AJ5132
 AJ5132.The dynamic height is computed by dividing the NAVD 88
 AJ5132.geopotential number by the normal gravity value computed on the
 AJ5132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5132.degrees latitude (g = 980.6199 gals.).
 AJ5132
 AJ5132.The modeled gravity was interpolated from observed gravity values.
 AJ5132
 AJ5132;                    North         East    Units  Estimated Accuracy
 AJ5132;SPC MN C     -   212,862.      845,506.      MT  (+/- 10 meters HH2 GPS)
 AJ5132
 AJ5132                          SUPERSEDED SURVEY CONTROL
 AJ5132
 AJ5132.No superseded survey control is available for this station.
 AJ5132
 AJ5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4872495806(NAD 83)
 AJ5132
 AJ5132_MARKER: DV = VERTICAL CONTROL DISK
 AJ5132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5132_SP_SET: BRIDGE RAILING
 AJ5132_STAMPING: 4812 AG 2000
 AJ5132_MARK LOGO: MNDT  
 AJ5132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5132+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5132
 AJ5132  HISTORY     - Date     Condition        Report By
 AJ5132  HISTORY     - 1991     MONUMENTED       MNDT
 AJ5132  HISTORY     - 20010301 GOOD             MNDT
 AJ5132
 AJ5132                          STATION DESCRIPTION
 AJ5132
 AJ5132'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5132'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4.0 MI (6.4 KM)
 AJ5132'SOUTH OF ONAMIA, IN RAIL AT SE COR OF NB TH 169 BRDG NO 48032 OVER RUM
 AJ5132'RIVER, 3.9 MI (6.3 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 27
 AJ5132'IN ONAMIA, AT TH 169 MP 209.50, 24.3 FT (7.4 M) EAST OF NB TH 169, 1.3
 AJ5132'FT (0.4 M) NORTH OF SE COR OF BRDG RAILING, NOT GOOD FOR GPS.  DISK
 AJ5132'SET IN BRIDGE WHEN BUILT IN 1991 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5133 ***********************************************************************
 AJ5133  DESIGNATION -  4812 AH
 AJ5133  PID         -  AJ5133
 AJ5133  STATE/COUNTY-  MN/MILLE LACS
 AJ5133  COUNTRY     -  US
 AJ5133  USGS QUAD   -  ONAMIA (1968)
 AJ5133
 AJ5133                         *CURRENT SURVEY CONTROL
 AJ5133  ______________________________________________________________________
 AJ5133* NAD 83(1986) POSITION- 46 00 50.9    (N) 093 39 46.3    (W)   HD_HELD2  
 AJ5133* NAVD 88 ORTHO HEIGHT -   377.729  (meters)    1239.27  (feet) ADJUSTED  
 AJ5133  ______________________________________________________________________
 AJ5133  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ5133  DYNAMIC HEIGHT  -        377.734 (meters)     1239.28  (feet) COMP
 AJ5133  MODELED GRAVITY -    980,616.4   (mgal)                       NAVD 88
 AJ5133
 AJ5133  VERT ORDER      -  SECOND    CLASS I
 AJ5133
 AJ5133.The horizontal coordinates were established by autonomous hand held GPS
 AJ5133.observations and have an estimated accuracy of +/- 10 meters.
 AJ5133.
 AJ5133.The orthometric height was determined by differential leveling and
 AJ5133.adjusted in August 2004.
 AJ5133
 AJ5133.The dynamic height is computed by dividing the NAVD 88
 AJ5133.geopotential number by the normal gravity value computed on the
 AJ5133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5133.degrees latitude (g = 980.6199 gals.).
 AJ5133
 AJ5133.The modeled gravity was interpolated from observed gravity values.
 AJ5133
 AJ5133;                    North         East    Units  Estimated Accuracy
 AJ5133;SPC MN C     -   212,886.      845,467.      MT  (+/- 10 meters HH2 GPS)
 AJ5133
 AJ5133                          SUPERSEDED SURVEY CONTROL
 AJ5133
 AJ5133.No superseded survey control is available for this station.
 AJ5133
 AJ5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4868695831(NAD 83)
 AJ5133
 AJ5133_MARKER: DV = VERTICAL CONTROL DISK
 AJ5133_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ5133_SP_SET: BRIDGE RAILING
 AJ5133_STAMPING: 4812 AH 2000
 AJ5133_MARK LOGO: MNDT  
 AJ5133_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5133+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5133
 AJ5133  HISTORY     - Date     Condition        Report By
 AJ5133  HISTORY     - 1990     MONUMENTED       MNDT
 AJ5133  HISTORY     - 20010301 GOOD             MNDT
 AJ5133
 AJ5133                          STATION DESCRIPTION
 AJ5133
 AJ5133'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5133'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 AJ5133'SOUTH OF ONAMIA, IN RAIL AT SE COR OF SB TH 169 BRDG NO 48031 OVER RUM
 AJ5133'RIVER, 3.9 MI (6.3 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND TH 27
 AJ5133'IN ONAMIA, AT TH 169 MP 209.50, 18.8 FT (5.7 M) EAST OF SB TH 169, 5.6
 AJ5133'FT (1.7 M) NORTH OF SE COR OF BRDG RAILING, FLUSH, MAGNETIC, NOT
 AJ5133'SUITABLE FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1990 THEN STAMPED
 AJ5133'IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1114 ***********************************************************************
 QO1114  DESIGNATION -  4812 B
 QO1114  PID         -  QO1114
 QO1114  STATE/COUNTY-  MN/MILLE LACS
 QO1114  COUNTRY     -  US
 QO1114  USGS QUAD   -  MILACA (1968)
 QO1114
 QO1114                         *CURRENT SURVEY CONTROL
 QO1114  ______________________________________________________________________
 QO1114* NAD 83(2007) POSITION- 45 47 09.26100(N) 093 39 19.18754(W)   ADJUSTED  
 QO1114* NAD 83(2007) ELLIP HT-   315.455 (meters)        (02/10/07)   ADJUSTED
 QO1114* NAD 83(2007) EPOCH   -  2002.00
 QO1114* NAVD 88 ORTHO HEIGHT -   342.903  (meters)    1125.01  (feet) ADJUSTED  
 QO1114  ______________________________________________________________________
 QO1114  NAD 83(2007) X  -   -284,065.251 (meters)                     COMP
 QO1114  NAD 83(2007) Y  - -4,446,562.453 (meters)                     COMP
 QO1114  NAD 83(2007) Z  -  4,548,911.328 (meters)                     COMP
 QO1114  LAPLACE CORR    -         -3.78  (seconds)                    DEFLEC09
 QO1114  GEOID HEIGHT    -        -27.45  (meters)                     GEOID09
 QO1114  DYNAMIC HEIGHT  -        342.898 (meters)     1124.99  (feet) COMP
 QO1114  MODELED GRAVITY -    980,590.5   (mgal)                       NAVD 88
 QO1114
 QO1114  VERT ORDER      -  SECOND    CLASS I
 QO1114
 QO1114  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1114  Type                                         Horiz  Ellip  Dist(km)
 QO1114  -------------------------------------------------------------------
 QO1114  NETWORK                                       1.22   0.82
 QO1114  -------------------------------------------------------------------
 QO1114  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.30   0.78      1.67
 QO1114  -------------------------------------------------------------------
 QO1114  NOTE: Click here for information on individual local accuracy
 QO1114  values and other accuracy information.
 QO1114
 QO1114
 QO1114.The horizontal coordinates were established by GPS observations
 QO1114.and adjusted by the National Geodetic Survey in February 2007.
 QO1114
 QO1114.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1114.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1114
 QO1114.The horizontal coordinates are valid at the epoch date displayed above
 QO1114.which is a decimal equivalence of Year/Month/Day.
 QO1114
 QO1114.The orthometric height was determined by differential leveling and
 QO1114.adjusted in June 1991.
 QO1114
 QO1114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1114
 QO1114.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1114
 QO1114.The ellipsoidal height was determined by GPS observations
 QO1114.and is referenced to NAD 83.
 QO1114
 QO1114.The dynamic height is computed by dividing the NAVD 88
 QO1114.geopotential number by the normal gravity value computed on the
 QO1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1114.degrees latitude (g = 980.6199 gals.).
 QO1114
 QO1114.The modeled gravity was interpolated from observed gravity values.
 QO1114
 QO1114. The following values were computed from the NAD 83(2007) position.
 QO1114
 QO1114;                    North         East     Units Scale Factor Converg.
 QO1114;SPC MN C     -   187,524.295   846,240.521   MT  0.99996763   +0 25 48.6
 QO1114;SPC MN C     -   615,235.96  2,776,374.11   sFT  0.99996763   +0 25 48.6
 QO1114;UTM  15      - 5,070,469.408   449,060.966   MT  0.99963190   -0 28 11.0
 QO1114
 QO1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1114!SPC MN C     -   0.99995055  x   0.99996763  =   0.99991818
 QO1114!UTM  15      -   0.99995055  x   0.99963190  =   0.99958247
 QO1114
 QO1114                          SUPERSEDED SURVEY CONTROL
 QO1114
 QO1114  NAD 83(1996)-  45 47 09.26082(N)    093 39 19.18726(W) AD(       ) 1
 QO1114  ELLIP H (08/29/02)  315.483  (m)                       GP(       ) 3 2
 QO1114  NAVD 88 (08/29/02)  342.90   (m)         1125.0    (f) LEVELING    3  
 QO1114  NGVD 29 (??/??/92)  342.753  (m)         1124.52   (f) ADJ UNCH    2 0
 QO1114
 QO1114.Superseded values are not recommended for survey control.
 QO1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1114.See file dsdata.txt to determine how the superseded data were derived.
 QO1114
 QO1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4906070469(NAD 83)
 QO1114
 QO1114_MARKER: DD = SURVEY DISK
 QO1114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1114_SP_SET: ROD
 QO1114_STAMPING: 4812 B 1973
 QO1114_MARK LOGO: MNDT  
 QO1114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1114+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000
 QO1114
 QO1114  HISTORY     - Date     Condition        Report By
 QO1114  HISTORY     - 1973     MONUMENTED       MNDT
 QO1114  HISTORY     - 20000401 GOOD             MNDT
 QO1114  HISTORY     - 20000926 GOOD             MNDT
 QO1114
 QO1114                          STATION DESCRIPTION
 QO1114
 QO1114'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO1114'2.4 MI N FROM MILACA.
 QO1114'MARK IS LOCATED 2.45 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1114'T.H. 169 AND T.H. 23 IN MILACA, 0.5 MILES NORTH OF COUNTY ROAD 9.  IT
 QO1114'IS 401 FEET (MEASURED) WEST OF THE T.H. 169 CENTERLINE AT MILE POINT
 QO1114'193.65, 67.2 FEET SOUTH OF AN UNDERGROUND CABLE MARK (NO. A-22) 35
 QO1114'FEET SOUTH OF THE CENTER OF A TOWNSHIP ROAD, 6 FEET WEST OF A POWER
 QO1114'POLE.  IT IS 0.6 FEET EAST OF A STEEL WITNESS POST, NEAR THE NORTHWEST
 QO1114'CORNER OF AN EQUIPMENT STORAGE LOT (BRUGGMANS), CRIMPED TO THE TOP OF
 QO1114'12 FEET OF COPPER CLAD STEEL ROD (MAGNETIC) WHICH HAD BEEN DRIVEN TO
 QO1114'REFUSAL, AND SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 1.3, T 38, R
 QO1114'27.
 QO1114
 QO1114                          STATION RECOVERY (2000)
 QO1114
 QO1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QO1114'THE MARK WAS RECOVERED AS DESCRIBED.  NEW ADDITIONS FOLLOW. OLD TH 169
 QO1114'IS NOW CENTRAL AVE. THE DISK IS TILTED ON THE ROD BUT HITS ELEVATION
 QO1114'AND THE DISK IS TIGHT ON ROD.  THE MARK PROJECTS 2 INCHES, IS
 QO1114'MAGNETIC, AND SUITABLE FOR GPS.
 QO1114
 QO1114                          STATION RECOVERY (2000)
 QO1114
 QO1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1114'THE MARK WAS RECOVERED AS DESCRIBED.  PROJECTS 2 INCHES, GPSABLE,
 QO1114'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1116 ***********************************************************************
 QO1116  DESIGNATION -  4812 C
 QO1116  PID         -  QO1116
 QO1116  STATE/COUNTY-  MN/MILLE LACS
 QO1116  COUNTRY     -  US
 QO1116  USGS QUAD   -  MILACA (1968)
 QO1116
 QO1116                         *CURRENT SURVEY CONTROL
 QO1116  ______________________________________________________________________
 QO1116* NAD 83(1986) POSITION- 45 48 03.     (N) 093 39 12.     (W)   SCALED    
 QO1116* NAVD 88 ORTHO HEIGHT -   345.599  (meters)    1133.85  (feet) ADJUSTED  
 QO1116  ______________________________________________________________________
 QO1116  GEOID HEIGHT    -        -27.44  (meters)                     GEOID09
 QO1116  DYNAMIC HEIGHT  -        345.594 (meters)     1133.84  (feet) COMP
 QO1116  MODELED GRAVITY -    980,591.3   (mgal)                       NAVD 88
 QO1116
 QO1116  VERT ORDER      -  SECOND    CLASS I
 QO1116
 QO1116.The horizontal coordinates were scaled from a topographic map and have
 QO1116.an estimated accuracy of +/- 6 seconds.
 QO1116.
 QO1116.The orthometric height was determined by differential leveling and
 QO1116.adjusted in June 1991.
 QO1116
 QO1116.The dynamic height is computed by dividing the NAVD 88
 QO1116.geopotential number by the normal gravity value computed on the
 QO1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1116.degrees latitude (g = 980.6199 gals.).
 QO1116
 QO1116.The modeled gravity was interpolated from observed gravity values.
 QO1116
 QO1116;                    North         East    Units  Estimated Accuracy
 QO1116;SPC MN C     -   189,190.      846,380.      MT  (+/- 180 meters Scaled)
 QO1116
 QO1116                          SUPERSEDED SURVEY CONTROL
 QO1116
 QO1116  NGVD 29 (??/??/92)  345.448  (m)         1133.36   (f) ADJ UNCH    2 0
 QO1116
 QO1116.Superseded values are not recommended for survey control.
 QO1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1116.See file dsdata.txt to determine how the superseded data were derived.
 QO1116
 QO1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL492721(NAD 83)
 QO1116
 QO1116_MARKER: DV = VERTICAL CONTROL DISK
 QO1116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1116_SP_SET: ROD
 QO1116_STAMPING: 4812 C 1973
 QO1116_MARK LOGO: MNHD  
 QO1116_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QO1116+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 QO1116
 QO1116  HISTORY     - Date     Condition        Report By
 QO1116  HISTORY     - 1973     MONUMENTED       MNHD
 QO1116  HISTORY     - 20010301 GOOD             MNDT
 QO1116
 QO1116                          STATION DESCRIPTION
 QO1116
 QO1116'DESCRIBED BY MN HIGHWAY DEPT 1973
 QO1116'3.4 MI N FROM MILACA.
 QO1116'MARK IS LOCATED 3.55 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1116'T.H. 169 AND T.H. 23 IN MILACA, ABOUT 2 FEET NORTH OF THE ASSUMED
 QO1116'SECTION 12 1/4 LINE.  IT IS 53.6 FEET EAST OF, AND ABOUT LEVEL WITH
 QO1116'THE T.H. 169 CENTERLINE AT MILE POINT 194.7, 65 FEET SOUTH OF A RIGHT
 QO1116'OF WAY POST STAMPED 50 FT.-952+00-18-23 SEC. 2 , 35.8 FEET NORTH OF A
 QO1116'RIGHT OF WAY POST STAMPED 50 FT.-951+00-18-23 SEC. 2, 22.4 FEET WEST
 QO1116'OF AN 8 INCH SPRUCE TREE, 6 FEET NORTH OF A TWIN 24 INCH OAK TREE. IT
 QO1116'IS 0.8 FEET WEST OF A STEEL WITNESS POST, CRIMPED TO THE TOP OF 14
 QO1116'FEET OF COPPER CLAD STEEL ROD (MAGNETIC), WHICH HAD BEEN DRIVEN TO
 QO1116'REFUSAL AND SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 12, T 38, R 27.
 QO1116
 QO1116                          STATION RECOVERY (2001)
 QO1116
 QO1116'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO1116'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1119 ***********************************************************************
 QO1119  DESIGNATION -  4812 E 1
 QO1119  PID         -  QO1119
 QO1119  STATE/COUNTY-  MN/MILLE LACS
 QO1119  COUNTRY     -  US
 QO1119  USGS QUAD   -  MILACA (1968)
 QO1119
 QO1119                         *CURRENT SURVEY CONTROL
 QO1119  ______________________________________________________________________
 QO1119* NAD 83(1986) POSITION- 45 49 21.     (N) 093 40 22.     (W)   SCALED    
 QO1119* NAVD 88 ORTHO HEIGHT -   338.862  (meters)    1111.75  (feet) ADJUSTED  
 QO1119  ______________________________________________________________________
 QO1119  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 QO1119  DYNAMIC HEIGHT  -        338.858 (meters)     1111.74  (feet) COMP
 QO1119  MODELED GRAVITY -    980,593.2   (mgal)                       NAVD 88
 QO1119
 QO1119  VERT ORDER      -  SECOND    CLASS 0
 QO1119
 QO1119.The horizontal coordinates were scaled from a topographic map and have
 QO1119.an estimated accuracy of +/- 6 seconds.
 QO1119.
 QO1119.The orthometric height was determined by differential leveling and
 QO1119.adjusted in June 1991.
 QO1119
 QO1119.The dynamic height is computed by dividing the NAVD 88
 QO1119.geopotential number by the normal gravity value computed on the
 QO1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1119.degrees latitude (g = 980.6199 gals.).
 QO1119
 QO1119.The modeled gravity was interpolated from observed gravity values.
 QO1119
 QO1119;                    North         East    Units  Estimated Accuracy
 QO1119;SPC MN C     -   191,580.      844,850.      MT  (+/- 180 meters Scaled)
 QO1119
 QO1119                          SUPERSEDED SURVEY CONTROL
 QO1119
 QO1119  NGVD 29 (??/??/92)  338.710  (m)         1111.25   (f) ADJ UNCH    2 0
 QO1119
 QO1119.Superseded values are not recommended for survey control.
 QO1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1119.See file dsdata.txt to determine how the superseded data were derived.
 QO1119
 QO1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL477745(NAD 83)
 QO1119
 QO1119_MARKER: DD = SURVEY DISK
 QO1119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO1119_SP_SET: ABUTMENT
 QO1119_STAMPING: 4812 E1 1973
 QO1119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1119
 QO1119  HISTORY     - Date     Condition        Report By
 QO1119  HISTORY     - 1973     MONUMENTED       MNDT
 QO1119
 QO1119                          STATION DESCRIPTION
 QO1119
 QO1119'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO1119'5 MI N FROM MILACA.
 QO1119'MARK IS LOCATED 5.1 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1119'T.H. 169 AND T.H. 23 IN MILACA, THENCE, 0.85 MILES WEST ALONG COUNTY
 QO1119'ROAD 9.  IT IS IN THE SOUTHEAST CORNER (ABUTMENT) OF MILLE LACS COUNTY
 QO1119'BRIDGE NO. 48506, COUNTY ROAD 11 OVER THE RUM RIVER, 18 FEET SOUTH OF,
 QO1119'AND 0.5 FEET HIGHER THAN THE COUNTY ROAD CENTERLINE.  NW 1/4 SECTION
 QO1119'2, T 38, R 27.  NOTE-- IT IS 16.0 FEET HIGHER THAN THE RUM RIVER WATER
 QO1119'LEVEL ON 10-25-1973.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1121 ***********************************************************************
 QO1121  DESIGNATION -  4812 G
 QO1121  PID         -  QO1121
 QO1121  STATE/COUNTY-  MN/MILLE LACS
 QO1121  COUNTRY     -  US
 QO1121  USGS QUAD   -  MILACA (1968)
 QO1121
 QO1121                         *CURRENT SURVEY CONTROL
 QO1121  ______________________________________________________________________
 QO1121* NAD 83(1986) POSITION- 45 50 12.     (N) 093 39 46.     (W)   SCALED    
 QO1121* NAVD 88 ORTHO HEIGHT -   355.557  (meters)    1166.52  (feet) ADJUSTED  
 QO1121  ______________________________________________________________________
 QO1121  GEOID HEIGHT    -        -27.39  (meters)                     GEOID09
 QO1121  DYNAMIC HEIGHT  -        355.553 (meters)     1166.51  (feet) COMP
 QO1121  MODELED GRAVITY -    980,594.0   (mgal)                       NAVD 88
 QO1121
 QO1121  VERT ORDER      -  SECOND    CLASS 0
 QO1121
 QO1121.The horizontal coordinates were scaled from a topographic map and have
 QO1121.an estimated accuracy of +/- 6 seconds.
 QO1121.
 QO1121.The orthometric height was determined by differential leveling and
 QO1121.adjusted in June 1991.
 QO1121
 QO1121.The dynamic height is computed by dividing the NAVD 88
 QO1121.geopotential number by the normal gravity value computed on the
 QO1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1121.degrees latitude (g = 980.6199 gals.).
 QO1121
 QO1121.The modeled gravity was interpolated from observed gravity values.
 QO1121
 QO1121;                    North         East    Units  Estimated Accuracy
 QO1121;SPC MN C     -   193,160.      845,620.      MT  (+/- 180 meters Scaled)
 QO1121
 QO1121                          SUPERSEDED SURVEY CONTROL
 QO1121
 QO1121  NGVD 29 (??/??/92)  355.405  (m)         1166.02   (f) ADJ UNCH    2 0
 QO1121
 QO1121.Superseded values are not recommended for survey control.
 QO1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1121.See file dsdata.txt to determine how the superseded data were derived.
 QO1121
 QO1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL485761(NAD 83)
 QO1121
 QO1121_MARKER: DD = SURVEY DISK
 QO1121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QO1121_SP_SET: ROD
 QO1121_STAMPING: 4812 G 1973
 QO1121_MARK LOGO: MNHD  
 QO1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QO1121
 QO1121  HISTORY     - Date     Condition        Report By
 QO1121  HISTORY     - 1973     MONUMENTED       MNDT
 QO1121  HISTORY     - 20090415 MARK NOT FOUND   MNDT
 QO1121
 QO1121                          STATION DESCRIPTION
 QO1121
 QO1121'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO1121'5.9 MI N FROM MILACA.
 QO1121'MARK IS LOCATED 6.2 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1121'T.H. 169 AND T.H. 23 IN MILACA, 1 MILE NORTH OF COUNTY ROAD 11,
 QO1121'THENCE, 0.1 MILE WEST ALONG A TOWNSHIP ROAD.  IT IS 31 FEET SOUTH OF,
 QO1121'AND 1 FOOT LOWER THAN THE CENTER OF THE EAST WEST TOWNSHIP ROAD, 123
 QO1121'FEET SOUTHWEST OF A POWER POLE, 10 FEET WEST OF THE CENTER OF A FIELD
 QO1121'ENTRANCE, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS 0.6 FEET
 QO1121'SOUTHWEST OF A STEEL WITNESS POST, CRIMPED TO THE TOP OF 17 FEET OF
 QO1121'COPPER CLAD STEEL ROD (MAGNETIC) DRIVEN TO REFUSAL AND SET FLUSH WITH
 QO1121'THE GROUND.  NW 1/4 SECTION 36, T 39, R 27.
 QO1121
 QO1121                          STATION RECOVERY (2009)
 QO1121
 QO1121'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (MAS)
 QO1121'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1131 ***********************************************************************
 QO1131  DESIGNATION -  4812 H
 QO1131  PID         -  QO1131
 QO1131  STATE/COUNTY-  MN/MILLE LACS
 QO1131  COUNTRY     -  US
 QO1131  USGS QUAD   -  PAGE (1968)
 QO1131
 QO1131                         *CURRENT SURVEY CONTROL
 QO1131  ______________________________________________________________________
 QO1131* NAD 83(2007) POSITION- 45 53 40.57640(N) 093 39 47.94453(W)   ADJUSTED  
 QO1131* NAD 83(2007) ELLIP HT-   343.767 (meters)        (02/10/07)   ADJUSTED
 QO1131* NAD 83(2007) EPOCH   -  2002.00
 QO1131* NAVD 88 ORTHO HEIGHT -   371.077  (meters)    1217.44  (feet) ADJUSTED  
 QO1131  ______________________________________________________________________
 QO1131  NAD 83(2007) X  -   -284,132.621 (meters)                     COMP
 QO1131  NAD 83(2007) Y  - -4,437,892.362 (meters)                     COMP
 QO1131  NAD 83(2007) Z  -  4,557,348.902 (meters)                     COMP
 QO1131  LAPLACE CORR    -         -3.42  (seconds)                    DEFLEC09
 QO1131  GEOID HEIGHT    -        -27.32  (meters)                     GEOID09
 QO1131  DYNAMIC HEIGHT  -        371.075 (meters)     1217.44  (feet) COMP
 QO1131  MODELED GRAVITY -    980,599.4   (mgal)                       NAVD 88
 QO1131
 QO1131  VERT ORDER      -  SECOND    CLASS I
 QO1131
 QO1131  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QO1131  Type                                         Horiz  Ellip  Dist(km)
 QO1131  -------------------------------------------------------------------
 QO1131  NETWORK                                       1.17   0.80
 QO1131  -------------------------------------------------------------------
 QO1131  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.98   0.67      1.22
 QO1131  -------------------------------------------------------------------
 QO1131  NOTE: Click here for information on individual local accuracy
 QO1131  values and other accuracy information.
 QO1131
 QO1131
 QO1131.The horizontal coordinates were established by GPS observations
 QO1131.and adjusted by the National Geodetic Survey in February 2007.
 QO1131
 QO1131.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1131.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1131
 QO1131.The horizontal coordinates are valid at the epoch date displayed above
 QO1131.which is a decimal equivalence of Year/Month/Day.
 QO1131
 QO1131.The orthometric height was determined by differential leveling and
 QO1131.adjusted in June 1991.
 QO1131
 QO1131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1131
 QO1131.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1131
 QO1131.The ellipsoidal height was determined by GPS observations
 QO1131.and is referenced to NAD 83.
 QO1131
 QO1131.The dynamic height is computed by dividing the NAVD 88
 QO1131.geopotential number by the normal gravity value computed on the
 QO1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1131.degrees latitude (g = 980.6199 gals.).
 QO1131
 QO1131.The modeled gravity was interpolated from observed gravity values.
 QO1131
 QO1131. The following values were computed from the NAD 83(2007) position.
 QO1131
 QO1131;                    North         East     Units Scale Factor Converg.
 QO1131;SPC MN C     -   199,600.505   845,529.909   MT  0.99995138   +0 25 27.8
 QO1131;SPC MN C     -   654,855.99  2,774,042.71   sFT  0.99995138   +0 25 27.8
 QO1131;UTM  15      - 5,082,551.342   448,540.359   MT  0.99963255   -0 28 34.7
 QO1131
 QO1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1131!SPC MN C     -   0.99994611  x   0.99995138  =   0.99989749
 QO1131!UTM  15      -   0.99994611  x   0.99963255  =   0.99957868
 QO1131
 QO1131|---------------------------------------------------------------------|
 QO1131| PID    Reference Object                     Distance      Geod. Az  |
 QO1131|                                                           dddmmss.s |
 QO1131| QO2009 ABNEY                               276.082 METERS 35902     |
 QO1131|---------------------------------------------------------------------|
 QO1131
 QO1131                          SUPERSEDED SURVEY CONTROL
 QO1131
 QO1131  NAD 83(1996)-  45 53 40.57619(N)    093 39 47.94418(W) AD(       ) 1
 QO1131  ELLIP H (08/29/02)  343.798  (m)                       GP(       ) 3 2
 QO1131  NAD 83(1996)-  45 53 40.57547(N)    093 39 47.94173(W) AD(       ) 2
 QO1131  NAD 83(1986)-  45 53 40.57101(N)    093 39 47.93623(W) AD(       ) 2
 QO1131  NAD 27      -  45 53 40.70434(N)    093 39 47.05759(W) AD(       ) 2
 QO1131  NAVD 88 (08/29/02)  371.08   (m)         1217.5    (f) LEVELING    3  
 QO1131  NGVD 29 (??/??/92)  370.923  (m)         1216.94   (f) ADJ UNCH    2 0
 QO1131
 QO1131.Superseded values are not recommended for survey control.
 QO1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1131.See file dsdata.txt to determine how the superseded data were derived.
 QO1131
 QO1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4854082551(NAD 83)
 QO1131
 QO1131_MARKER: DV = VERTICAL CONTROL DISK
 QO1131_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QO1131_SP_SET: COPPER CLAD STEEL ROD
 QO1131_STAMPING: 4812 H 1973
 QO1131_MARK LOGO: MNHD  
 QO1131_PROJECTION: FLUSH
 QO1131_MAGNETIC: I = MARKER IS A STEEL ROD
 QO1131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1131+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 QO1131_ROD/PIPE-DEPTH: 4.9  meters
 QO1131
 QO1131  HISTORY     - Date     Condition        Report By
 QO1131  HISTORY     - 1973     MONUMENTED       MNHD
 QO1131  HISTORY     - 20000927 GOOD             MNDT
 QO1131
 QO1131                          STATION DESCRIPTION
 QO1131
 QO1131'DESCRIBED BY MN HIGHWAY DEPT 1973
 QO1131'9.5 MI N FROM MILACA.
 QO1131'MARK IS LOCATED 10 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1131'T.H. 169 AND T.H. 23 IN MILACA, 0.5 MILES NORTH OF PAGE.  IT IS 49.5
 QO1131'FEET EAST OF, AND 1 FOOT HIGHER THAN THE T.H. 169 CENTERLINE AT MILE
 QO1131'POINT 201.25, 100.3 FEET EAST OF A RIGHT OF WAY POST STAMPED 50 FT.
 QO1131'1297+00 1823 SEC 2, 21 FEET NORTH-NORTHEAST OF A POWER POLE, 16.5 FEET
 QO1131'SOUTHWEST OF THE NORTH END OF A 24 INCH CONCRETE CULVERT UNDER A FIELD
 QO1131'ENTRANCE, 10 FEET NORTH OF THE CENTER OF A FIELD ROAD, 1.6 FEET
 QO1131'NORTHWEST OF A WOOD FENCE CORNER POST.  IT IS 1.2 FEET WEST OF A STEEL
 QO1131'WITNESS POST, CRIMPED TO 16 FEET OF COPPER CLAD STEEL ROD (MAGNETIC),
 QO1131'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 1, T 39, R 27.
 QO1131
 QO1131                          STATION RECOVERY (2000)
 QO1131
 QO1131'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 QO1131'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH OF MILACA, 9.7 MI
 QO1131'(15.6 KM) NORTH ON TH 169 FROM JCT OF TH 169 AND TH 23, 0.5 MI (0.8
 QO1131'KM) NORTH OF PAGE, 49.5 FT (15.1 M) EAST OF TH 169, AT NB TH 169 MP
 QO1131'201.25, 29.5 FT (9.0 M) NORTH OF DRIVEWAY, 51.0 FT (15.5 M) EAST OF NB
 QO1131'TH 169, 29.1 FT (8.9 M) WEST OF P-POLE, 29.0 FT (8.8 M) WEST OF CABLE
 QO1131'MARKER, 1.2 FT (0.4 M) WEST OF WIT POST, GPSABLE, MAGNETIC, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1140 ***********************************************************************
 QO1140  DESIGNATION -  4812 M
 QO1140  PID         -  QO1140
 QO1140  STATE/COUNTY-  MN/MILLE LACS
 QO1140  COUNTRY     -  US
 QO1140  USGS QUAD   -  PAGE (1968)
 QO1140
 QO1140                         *CURRENT SURVEY CONTROL
 QO1140  ______________________________________________________________________
 QO1140* NAD 83(1986) POSITION- 45 57 05.1    (N) 093 39 24.0    (W)   HD_HELD2  
 QO1140* NAVD 88 ORTHO HEIGHT -   363.984  (meters)    1194.17  (feet) ADJUSTED  
 QO1140  ______________________________________________________________________
 QO1140  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 QO1140  DYNAMIC HEIGHT  -        363.984 (meters)     1194.17  (feet) COMP
 QO1140  MODELED GRAVITY -    980,606.1   (mgal)                       NAVD 88
 QO1140
 QO1140  VERT ORDER      -  SECOND    CLASS I
 QO1140
 QO1140.The horizontal coordinates were established by autonomous hand held GPS
 QO1140.observations and have an estimated accuracy of +/- 10 meters.
 QO1140.
 QO1140.The orthometric height was determined by differential leveling and
 QO1140.adjusted in June 1991.
 QO1140
 QO1140.The dynamic height is computed by dividing the NAVD 88
 QO1140.geopotential number by the normal gravity value computed on the
 QO1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1140.degrees latitude (g = 980.6199 gals.).
 QO1140
 QO1140.The modeled gravity was interpolated from observed gravity values.
 QO1140
 QO1140;                    North         East    Units  Estimated Accuracy
 QO1140;SPC MN C     -   205,918.      845,999.      MT  (+/- 10 meters HH2 GPS)
 QO1140
 QO1140                          SUPERSEDED SURVEY CONTROL
 QO1140
 QO1140  NGVD 29 (??/??/92)  363.829  (m)         1193.66   (f) ADJ UNCH    2 0
 QO1140
 QO1140.Superseded values are not recommended for survey control.
 QO1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1140.See file dsdata.txt to determine how the superseded data were derived.
 QO1140
 QO1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4910888859(NAD 83)
 QO1140
 QO1140_MARKER: DB = BENCH MARK DISK
 QO1140_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QO1140_SP_SET: BRIDGE ABUTMENT
 QO1140_STAMPING: 4812 M 1973
 QO1140_MARK LOGO: MNHD  
 QO1140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QO1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1140+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 QO1140
 QO1140  HISTORY     - Date     Condition        Report By
 QO1140  HISTORY     - 1973     MONUMENTED       MNHD
 QO1140  HISTORY     - 20010301 GOOD             MNDT
 QO1140  HISTORY     - 20030108 GOOD             DUCKS
 QO1140
 QO1140                          STATION DESCRIPTION
 QO1140
 QO1140'DESCRIBED BY MN HIGHWAY DEPT 1973
 QO1140'8.5 MI S FROM ONAMIA.
 QO1140'MARK IS LOCATED 9 MILES SOUTH ALONG T.H. 169 FROM THE JUNCTION OF T.H.
 QO1140'169 AND T.H. 27 IN (EAST) ONAMIA, THENCE, 0.25 MILES EAST ALONG COUNTY
 QO1140'ROAD 120.  IT IS IN THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE NO.
 QO1140'48504, COUNTY ROAD 20 OVER THE RUM RIVER, 18 FEET SOUTH OF, AND 1 FOOT
 QO1140'HIGHER THAN THE CENTER OF COUNTY ROAD 20.  IT IS 11.7 FEET HIGHER THAN
 QO1140'THE RUM RIVER WATER LEVEL ON 10-25 1973.  NW 1/4 SECTION 24, T 40, R
 QO1140'27.
 QO1140
 QO1140                          STATION RECOVERY (2001)
 QO1140
 QO1140'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 QO1140'THE MARK IS 8.5 MI (13.7 KM) SOUTH ALONG TH 169 FROM JCT OF TH 169 AND
 QO1140'TH 27 AT ONAMIA, AT TH 169 MP 205.10, THENCE 0.30 MI (0.48 KM) EAST ON
 QO1140'CO RD 20, IN ABUT AT SE COR OF CO RD 20 BRDG NO 48504 OVER RUM RIVER,
 QO1140'18 FT (5.5 M) SOUTH OF CO RD 20, NOT SUITABLE FOR GPS AND NOT
 QO1140'MAGNETIC.
 QO1140
 QO1140                          STATION RECOVERY (2003)
 QO1140
 QO1140'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 QO1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1143 ***********************************************************************
 QO1143  DESIGNATION -  4812 N
 QO1143  PID         -  QO1143
 QO1143  STATE/COUNTY-  MN/MILLE LACS
 QO1143  COUNTRY     -  US
 QO1143  USGS QUAD   -  PAGE (1968)
 QO1143
 QO1143                         *CURRENT SURVEY CONTROL
 QO1143  ______________________________________________________________________
 QO1143* NAD 83(1986) POSITION- 45 57 57.     (N) 093 39 23.     (W)   SCALED    
 QO1143* NAVD 88 ORTHO HEIGHT -   364.999  (meters)    1197.50  (feet) ADJUSTED  
 QO1143  ______________________________________________________________________
 QO1143  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 QO1143  DYNAMIC HEIGHT  -        365.001 (meters)     1197.51  (feet) COMP
 QO1143  MODELED GRAVITY -    980,608.2   (mgal)                       NAVD 88
 QO1143
 QO1143  VERT ORDER      -  SECOND    CLASS 0
 QO1143
 QO1143.The horizontal coordinates were scaled from a topographic map and have
 QO1143.an estimated accuracy of +/- 6 seconds.
 QO1143.
 QO1143.The orthometric height was determined by differential leveling and
 QO1143.adjusted in June 1991.
 QO1143
 QO1143.The dynamic height is computed by dividing the NAVD 88
 QO1143.geopotential number by the normal gravity value computed on the
 QO1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1143.degrees latitude (g = 980.6199 gals.).
 QO1143
 QO1143.The modeled gravity was interpolated from observed gravity values.
 QO1143
 QO1143;                    North         East    Units  Estimated Accuracy
 QO1143;SPC MN C     -   207,520.      846,010.      MT  (+/- 180 meters Scaled)
 QO1143
 QO1143                          SUPERSEDED SURVEY CONTROL
 QO1143
 QO1143  NGVD 29 (??/??/92)  364.844  (m)         1196.99   (f) ADJ UNCH    2 0
 QO1143
 QO1143.Superseded values are not recommended for survey control.
 QO1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1143.See file dsdata.txt to determine how the superseded data were derived.
 QO1143
 QO1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL491904(NAD 83)
 QO1143
 QO1143_MARKER: DD = SURVEY DISK
 QO1143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QO1143_SP_SET: BRIDGE
 QO1143_STAMPING: 4812 N 1973
 QO1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1143+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 QO1143
 QO1143  HISTORY     - Date     Condition        Report By
 QO1143  HISTORY     - 1973     MONUMENTED       MNDT
 QO1143  HISTORY     - 20030108 GOOD             DUCKS
 QO1143
 QO1143                          STATION DESCRIPTION
 QO1143
 QO1143'DESCRIBED BY MN DEPT OF TRANSP 1973
 QO1143'7.4 MI S FROM ONAMIA.
 QO1143'MARK IS LOCATED 7.7 MILES SOUTH ALONG T.H. 169 FROM THE JUNCTION OF
 QO1143'T.H. 169 AND T.H. 27 IN (EAST) ONAMIA, THENCE, 0.25 MILES EAST ALONG A
 QO1143'TOWNSHIP ROAD (OPPOSITE COUNTY ROAD 8 WEST).  IT IS IN THE SOUTHEAST
 QO1143'CORNER (HEADWALL) OF THE TOWNSHIP ROAD BRIDGE OVER THE RUM RIVER, 12
 QO1143'FEET SOUTH OF, AND LEVEL WITH THE TOWNSHIP ROAD CENTER.  IT IS 8.0
 QO1143'FEET HIGHER THAN THE RUM RIVER WATER LEVEL ON 10-25-1973.  NE 1/4
 QO1143'SECTION 13, T 40, R 27.
 QO1143
 QO1143                          STATION RECOVERY (2003)
 QO1143
 QO1143'RECOVERY NOTE BY DUCKS UNLIMITED 2003 (GLJ)
 QO1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3995 ***********************************************************************
 AJ3995  DESIGNATION -  4812 V
 AJ3995  PID         -  AJ3995
 AJ3995  STATE/COUNTY-  MN/MILLE LACS
 AJ3995  COUNTRY     -  US
 AJ3995  USGS QUAD   -  ONAMIA (1968)
 AJ3995
 AJ3995                         *CURRENT SURVEY CONTROL
 AJ3995  ______________________________________________________________________
 AJ3995* NAD 83(1986) POSITION- 46 03 39.30   (N) 093 39 45.05   (W)   HD_HELD1  
 AJ3995* NAVD 88 ORTHO HEIGHT -   382.662  (meters)    1255.45  (feet) ADJUSTED  
 AJ3995  ______________________________________________________________________
 AJ3995  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ3995  DYNAMIC HEIGHT  -        382.667 (meters)     1255.47  (feet) COMP
 AJ3995  MODELED GRAVITY -    980,617.4   (mgal)                       NAVD 88
 AJ3995
 AJ3995  VERT ORDER      -  SECOND    CLASS I
 AJ3995
 AJ3995.The horizontal coordinates were established by differentially corrected
 AJ3995.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ3995.
 AJ3995.The orthometric height was determined by differential leveling and
 AJ3995.adjusted in August 2004.
 AJ3995
 AJ3995.No vertical observational check was made to the station.
 AJ3995
 AJ3995.The dynamic height is computed by dividing the NAVD 88
 AJ3995.geopotential number by the normal gravity value computed on the
 AJ3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3995.degrees latitude (g = 980.6199 gals.).
 AJ3995
 AJ3995.The modeled gravity was interpolated from observed gravity values.
 AJ3995
 AJ3995;                    North         East    Units  Estimated Accuracy
 AJ3995;SPC MN C     -   218,085.1     845,455.2     MT  (+/- 3 meters HH1 GPS) 
 AJ3995
 AJ3995                          SUPERSEDED SURVEY CONTROL
 AJ3995
 AJ3995.No superseded survey control is available for this station.
 AJ3995
 AJ3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4875601029(NAD 83)
 AJ3995
 AJ3995_MARKER: DD = SURVEY DISK
 AJ3995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3995_SP_SET: CULVERT HEADWALL
 AJ3995_STAMPING: 4812 V 2000
 AJ3995_MARK LOGO: MNDT  
 AJ3995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3995+STABILITY: SURFACE MOTION
 AJ3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3995+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ3995
 AJ3995  HISTORY     - Date     Condition        Report By
 AJ3995  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3995
 AJ3995                          STATION DESCRIPTION
 AJ3995
 AJ3995'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ3995'0.70 MI (1.13 KM) SSE OF ONAMIA, IN HEADWALL AT SE COR OF TH 169 BOX
 AJ3995'CULVERT NO 97553 OVER RUM RIVER, 0.85 MI (1.37 KM) SOUTH ALONG TH 169
 AJ3995'FROM SOUTH JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 212.8, 33.8
 AJ3995'FT (10.3 M) EAST OF SB TH 169.  DISK WAS SET IN HEADWALL IN 1998 WHEN
 AJ3995'STRUCTURE WAS BUILT THEN STAMPED WHEN DESCRIBED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3997 ***********************************************************************
 AJ3997  DESIGNATION -  4812 W
 AJ3997  PID         -  AJ3997
 AJ3997  STATE/COUNTY-  MN/MILLE LACS
 AJ3997  COUNTRY     -  US
 AJ3997  USGS QUAD   -  ONAMIA (1968)
 AJ3997
 AJ3997                         *CURRENT SURVEY CONTROL
 AJ3997  ______________________________________________________________________
 AJ3997* NAD 83(1986) POSITION- 46 02 44.1    (N) 093 39 46.9    (W)   HD_HELD2  
 AJ3997* NAVD 88 ORTHO HEIGHT -   383.605  (meters)    1258.54  (feet) ADJUSTED  
 AJ3997  ______________________________________________________________________
 AJ3997  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ3997  DYNAMIC HEIGHT  -        383.611 (meters)     1258.56  (feet) COMP
 AJ3997  MODELED GRAVITY -    980,617.1   (mgal)                       NAVD 88
 AJ3997
 AJ3997  VERT ORDER      -  SECOND    CLASS I
 AJ3997
 AJ3997.The horizontal coordinates were established by autonomous hand held GPS
 AJ3997.observations and have an estimated accuracy of +/- 10 meters.
 AJ3997.
 AJ3997.The orthometric height was determined by differential leveling and
 AJ3997.adjusted in August 2004.
 AJ3997
 AJ3997.No vertical observational check was made to the station.
 AJ3997
 AJ3997.The dynamic height is computed by dividing the NAVD 88
 AJ3997.geopotential number by the normal gravity value computed on the
 AJ3997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3997.degrees latitude (g = 980.6199 gals.).
 AJ3997
 AJ3997.The modeled gravity was interpolated from observed gravity values.
 AJ3997
 AJ3997;                    North         East    Units  Estimated Accuracy
 AJ3997;SPC MN C     -   216,381.      845,428.      MT  (+/- 10 meters HH2 GPS)
 AJ3997
 AJ3997                          SUPERSEDED SURVEY CONTROL
 AJ3997
 AJ3997.No superseded survey control is available for this station.
 AJ3997
 AJ3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4870299325(NAD 83)
 AJ3997
 AJ3997_MARKER: DD = SURVEY DISK
 AJ3997_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3997_SP_SET: BRIDGE RAILING
 AJ3997_STAMPING: 4812 W 2000
 AJ3997_MARK LOGO: MNDT  
 AJ3997_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3997+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ3997
 AJ3997  HISTORY     - Date     Condition        Report By
 AJ3997  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3997  HISTORY     - 20010301 GOOD             MNDT
 AJ3997
 AJ3997                          STATION DESCRIPTION
 AJ3997
 AJ3997'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ3997'1.75 MI (2.82 KM) SOUTH OF ONAMIA, IN RAILING AT SE COR OF TH 169 SB
 AJ3997'BRIDGE NO 48033 OVER RUM RIVER, 1.9 MI (3.1 KM) SOUTH ALONG TH 169
 AJ3997'FROM SOUTH JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 211.85,
 AJ3997'19.2 FT (5.9 M) EAST OF SB TH 169, 11.8 FT (3.6 M) NORTH OF SOUTH END
 AJ3997'OF BRIDGE RAIL, 2.8 FT (0.9 M) ABOVE BRIDGE DECK.  DISK WAS SET IN
 AJ3997'STRUCTURE WHEN BUILT IN 1998 THEN STAMPED WHEN DESCRIBED IN 2000.
 AJ3997
 AJ3997                          STATION RECOVERY (2001)
 AJ3997
 AJ3997'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AJ3997'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.75 MI (2.82
 AJ3997'KM) SOUTH OF ONAMIA, IN RAILING AT SE COR OF TH 169 SB BRIDGE NO 48033
 AJ3997'OVER RUM RIVER, 1.9 MI (3.1 KM) SOUTH ALONG TH 169 FROM SOUTH JCT OF
 AJ3997'TH 169 AND TH 27 IN ONAMIA, AT TH 196 MP 211.85, 19.2 FT (5.9 M) EAST
 AJ3997'OF SB TH 169, 11.8 FT (3.6 M) NORTH OF SOUTH END OF BRIDGE RAIL, STA
 AJ3997'PROJECTS 2.8 FT (0.9 M) ABOVE BRIDGE DECK.  MARK IS NOT SUITABLE FOR
 AJ3997'GPS AND NOT MAGNETIC.  DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN
 AJ3997'STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3998 ***********************************************************************
 AJ3998  DESIGNATION -  4812 X
 AJ3998  PID         -  AJ3998
 AJ3998  STATE/COUNTY-  MN/MILLE LACS
 AJ3998  COUNTRY     -  US
 AJ3998  USGS QUAD   -  ONAMIA (1968)
 AJ3998
 AJ3998                         *CURRENT SURVEY CONTROL
 AJ3998  ______________________________________________________________________
 AJ3998* NAD 83(1986) POSITION- 46 02 44.8    (N) 093 39 44.8    (W)   HD_HELD2  
 AJ3998* NAVD 88 ORTHO HEIGHT -   383.469  (meters)    1258.10  (feet) ADJUSTED  
 AJ3998  ______________________________________________________________________
 AJ3998  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ3998  DYNAMIC HEIGHT  -        383.474 (meters)     1258.11  (feet) COMP
 AJ3998  MODELED GRAVITY -    980,617.1   (mgal)                       NAVD 88
 AJ3998
 AJ3998  VERT ORDER      -  SECOND    CLASS I
 AJ3998
 AJ3998.The horizontal coordinates were established by autonomous hand held GPS
 AJ3998.observations and have an estimated accuracy of +/- 10 meters.
 AJ3998.
 AJ3998.The orthometric height was determined by differential leveling and
 AJ3998.adjusted in August 2004.
 AJ3998
 AJ3998.No vertical observational check was made to the station.
 AJ3998
 AJ3998.The dynamic height is computed by dividing the NAVD 88
 AJ3998.geopotential number by the normal gravity value computed on the
 AJ3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3998.degrees latitude (g = 980.6199 gals.).
 AJ3998
 AJ3998.The modeled gravity was interpolated from observed gravity values.
 AJ3998
 AJ3998;                    North         East    Units  Estimated Accuracy
 AJ3998;SPC MN C     -   216,403.      845,473.      MT  (+/- 10 meters HH2 GPS)
 AJ3998
 AJ3998                          SUPERSEDED SURVEY CONTROL
 AJ3998
 AJ3998.No superseded survey control is available for this station.
 AJ3998
 AJ3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4874799347(NAD 83)
 AJ3998
 AJ3998_MARKER: DD = SURVEY DISK
 AJ3998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3998_SP_SET: BRIDGE RAILING
 AJ3998_STAMPING: 4812 X 2000
 AJ3998_MARK LOGO: MNDT  
 AJ3998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3998+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ3998
 AJ3998  HISTORY     - Date     Condition        Report By
 AJ3998  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3998  HISTORY     - 20010301 GOOD             MNDT
 AJ3998
 AJ3998                          STATION DESCRIPTION
 AJ3998
 AJ3998'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ3998'1.75 MI (2.82 KM) SOUTH OF ONAMIA, IN RAILING AT SE COR OF TH 169
 AJ3998'BRIDGE NO 48034 OVER RUM RIVER, 1.9 MI (3.1 KM) SOUTH ALONG TH 169
 AJ3998'FROM SOUTH JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 211.85,
 AJ3998'24.7 FT (7.5 M) EAST OF NB TH 169, 11.2 FT (3.4 M) NORTH OF SOUTH END
 AJ3998'OF BRIDGE RAIL, 2.7 FT (0.8 M) ABOVE BRIDGE DECK.  DISK WAS SET IN
 AJ3998'STRUCTURE WHEN BUILT IN 1998 THEN STAMPED WHEN DESCRIBED IN 2000.
 AJ3998
 AJ3998                          STATION RECOVERY (2001)
 AJ3998
 AJ3998'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (WAS)
 AJ3998'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.75 MI (2.82
 AJ3998'KM) SOUTH OF ONAMIA, IN RAIL AT SE COR OF TH 169 BRIDGE NO 48034 OVER
 AJ3998'RUM RIVER, 1.9 MI (3.1 KM) SOUTH ALONG TH 169 FROM SOUTH JCT OF TH 169
 AJ3998'AND TH 27 IN ONAMIA, AT TH 169 MP 211.85, 24.7 FT (7.5 M) EAST OF NB
 AJ3998'TH 169, 11.2 FT (3.4 M) NORTH OF SOUTH END OF BRIDGE RAIL, 2.7 FT (0.8
 AJ3998'M) ABOVE BRIDGE DECK.  MARK IS NOT SUITABLE FOR GPS AND NOT MAGNETIC.
 AJ3998'DISK SET IN BRIDGE WHEN BUILT IN 1998 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3996 ***********************************************************************
 AJ3996  DESIGNATION -  4812 Y
 AJ3996  PID         -  AJ3996
 AJ3996  STATE/COUNTY-  MN/MILLE LACS
 AJ3996  COUNTRY     -  US
 AJ3996  USGS QUAD   -  ONAMIA (1968)
 AJ3996
 AJ3996                         *CURRENT SURVEY CONTROL
 AJ3996  ______________________________________________________________________
 AJ3996* NAD 83(1986) POSITION- 46 03 39.39   (N) 093 39 43.22   (W)   HD_HELD1  
 AJ3996* NAVD 88 ORTHO HEIGHT -   382.513  (meters)    1254.96  (feet) ADJUSTED  
 AJ3996  ______________________________________________________________________
 AJ3996  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ3996  DYNAMIC HEIGHT  -        382.518 (meters)     1254.98  (feet) COMP
 AJ3996  MODELED GRAVITY -    980,617.4   (mgal)                       NAVD 88
 AJ3996
 AJ3996  VERT ORDER      -  SECOND    CLASS I
 AJ3996
 AJ3996.The horizontal coordinates were established by differentially corrected
 AJ3996.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 AJ3996.
 AJ3996.The orthometric height was determined by differential leveling and
 AJ3996.adjusted in August 2004.
 AJ3996
 AJ3996.No vertical observational check was made to the station.
 AJ3996
 AJ3996.The dynamic height is computed by dividing the NAVD 88
 AJ3996.geopotential number by the normal gravity value computed on the
 AJ3996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3996.degrees latitude (g = 980.6199 gals.).
 AJ3996
 AJ3996.The modeled gravity was interpolated from observed gravity values.
 AJ3996
 AJ3996;                    North         East    Units  Estimated Accuracy
 AJ3996;SPC MN C     -   218,088.2     845,494.5     MT  (+/- 3 meters HH1 GPS) 
 AJ3996
 AJ3996                          SUPERSEDED SURVEY CONTROL
 AJ3996
 AJ3996.No superseded survey control is available for this station.
 AJ3996
 AJ3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4879501031(NAD 83)
 AJ3996
 AJ3996_MARKER: DD = SURVEY DISK
 AJ3996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3996_SP_SET: CULVERT HEADWALL
 AJ3996_STAMPING: 4812 Y 2000
 AJ3996_MARK LOGO: MNDT  
 AJ3996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3996+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AJ3996
 AJ3996  HISTORY     - Date     Condition        Report By
 AJ3996  HISTORY     - 1998     MONUMENTED       MNDT
 AJ3996
 AJ3996                          STATION DESCRIPTION
 AJ3996
 AJ3996'DESCRIBED BY MN DEPT OF TRANSP 1998 (WAS)
 AJ3996'0.70 MI (1.13 KM) SSE OF ONAMIA, IN HEADWALL AT SE COR OF TH 169 BOX
 AJ3996'CULVERT NO 97554 OVER RUM RIVER, 0.85 MI (1.37 KM) SOUTH ALONG TH 169
 AJ3996'FROM SOUTH JCT OF TH 169 AND TH 27 IN ONAMIA, AT TH 169 MP 212.8, 33.3
 AJ3996'FT (10.1 M) EAST OF NB TH 169.  DISK WAS SET IN STRUCTURE WHEN IT WAS
 AJ3996'BUILT IN 1998 THEN STAMPED WHEN DESCRIBED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ5127 ***********************************************************************
 AJ5127  DESIGNATION -  4812 Z
 AJ5127  PID         -  AJ5127
 AJ5127  STATE/COUNTY-  MN/MILLE LACS
 AJ5127  COUNTRY     -  US
 AJ5127  USGS QUAD   -  MILACA (1968)
 AJ5127
 AJ5127                         *CURRENT SURVEY CONTROL
 AJ5127  ______________________________________________________________________
 AJ5127* NAD 83(1986) POSITION- 45 45 50.8    (N) 093 38 25.5    (W)   HD_HELD2  
 AJ5127* NAVD 88 ORTHO HEIGHT -   338.989  (meters)    1112.17  (feet) ADJUSTED  
 AJ5127  ______________________________________________________________________
 AJ5127  GEOID HEIGHT    -        -27.50  (meters)                     GEOID09
 AJ5127  DYNAMIC HEIGHT  -        338.983 (meters)     1112.15  (feet) COMP
 AJ5127  MODELED GRAVITY -    980,589.5   (mgal)                       NAVD 88
 AJ5127
 AJ5127  VERT ORDER      -  SECOND    CLASS I
 AJ5127
 AJ5127.The horizontal coordinates were established by autonomous hand held GPS
 AJ5127.observations and have an estimated accuracy of +/- 10 meters.
 AJ5127.
 AJ5127.The orthometric height was determined by differential leveling and
 AJ5127.adjusted in August 2004.
 AJ5127
 AJ5127.Photographs are available for this station.
 AJ5127
 AJ5127.The dynamic height is computed by dividing the NAVD 88
 AJ5127.geopotential number by the normal gravity value computed on the
 AJ5127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5127.degrees latitude (g = 980.6199 gals.).
 AJ5127
 AJ5127.The modeled gravity was interpolated from observed gravity values.
 AJ5127
 AJ5127;                    North         East    Units  Estimated Accuracy
 AJ5127;SPC MN C     -   185,111.      847,419.      MT  (+/- 10 meters HH2 GPS)
 AJ5127
 AJ5127                          SUPERSEDED SURVEY CONTROL
 AJ5127
 AJ5127.No superseded survey control is available for this station.
 AJ5127
 AJ5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL5020068038(NAD 83)
 AJ5127
 AJ5127_MARKER: DV = VERTICAL CONTROL DISK
 AJ5127_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ5127_SP_SET: BRIDGE ABUTMENT
 AJ5127_STAMPING: 4812 Z 2000
 AJ5127_MARK LOGO: MNDT  
 AJ5127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ5127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ5127+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2001
 AJ5127
 AJ5127  HISTORY     - Date     Condition        Report By
 AJ5127  HISTORY     - 1986     MONUMENTED       MNDT
 AJ5127  HISTORY     - 20010301 GOOD             MNDT
 AJ5127
 AJ5127                          STATION DESCRIPTION
 AJ5127
 AJ5127'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 AJ5127'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.50 MI (0.80
 AJ5127'KM) NE OF MILACA, IN ABUT AT SE COR OF NB TH 169 BRDG NO 48020 OVER
 AJ5127'150TH ST, 0.50 MI (0.80 KM) NW ALONG TH 169 AND TH 23 AT MILACA, AT TH
 AJ5127'169 MP 192.05, 25.7 FT (7.8 M) NE OF NB TH 169, MAGNETIC, NOT SUITABLE
 AJ5127'FOR GPS.  DISK SET IN BRIDGE WHEN BUILT IN 1986 THEN STAMPED IN 2000.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1704 ***********************************************************************
 RN1704  DESIGNATION -  4813 E
 RN1704  PID         -  RN1704
 RN1704  STATE/COUNTY-  MN/MILLE LACS
 RN1704  COUNTRY     -  US
 RN1704  USGS QUAD   -  ONAMIA (1968)
 RN1704
 RN1704                         *CURRENT SURVEY CONTROL
 RN1704  ______________________________________________________________________
 RN1704* NAD 83(2007) POSITION- 46 05 53.79146(N) 093 38 42.35081(W)   ADJUSTED  
 RN1704* NAD 83(2007) ELLIP HT-   356.384 (meters)        (02/11/11)   ADJUSTED
 RN1704* NAD 83(2007) EPOCH   -  2002.00
 RN1704* NAVD 88 ORTHO HEIGHT -   383.561  (meters)    1258.40  (feet) ADJUSTED  
 RN1704  ______________________________________________________________________
 RN1704  NAD 83(2007) X  -   -281,686.576 (meters)                     COMP
 RN1704  NAD 83(2007) Y  - -4,421,739.668 (meters)                     COMP
 RN1704  NAD 83(2007) Z  -  4,573,085.709 (meters)                     COMP
 RN1704  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC09
 RN1704  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 RN1704  DYNAMIC HEIGHT  -        383.567 (meters)     1258.42  (feet) COMP
 RN1704  MODELED GRAVITY -    980,618.3   (mgal)                       NAVD 88
 RN1704
 RN1704  HORZ ORDER      -  FIRST
 RN1704  VERT ORDER      -  SECOND    CLASS I
 RN1704  ELLP ORDER      -  FIRST     CLASS I
 RN1704
 RN1704.The horizontal coordinates were established by GPS observations
 RN1704.and adjusted by the MN DEPT OF TRANSP in February 2011.
 RN1704
 RN1704.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1704.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1704
 RN1704.The horizontal coordinates are valid at the epoch date displayed above
 RN1704.which is a decimal equivalence of Year/Month/Day.
 RN1704
 RN1704.The orthometric height was determined by differential leveling and
 RN1704.adjusted in August 2004.
 RN1704
 RN1704.Photographs are available for this station.
 RN1704
 RN1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1704
 RN1704.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1704
 RN1704.The ellipsoidal height was determined by GPS observations
 RN1704.and is referenced to NAD 83.
 RN1704
 RN1704.The dynamic height is computed by dividing the NAVD 88
 RN1704.geopotential number by the normal gravity value computed on the
 RN1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1704.degrees latitude (g = 980.6199 gals.).
 RN1704
 RN1704.The modeled gravity was interpolated from observed gravity values.
 RN1704
 RN1704. The following values were computed from the NAD 83(2007) position.
 RN1704
 RN1704;                    North         East     Units Scale Factor Converg.
 RN1704;SPC MN C     -   222,247.390   846,771.015   MT  0.99993051   +0 26 15.3
 RN1704;SPC MN C     -   729,156.65  2,778,114.57   sFT  0.99993051   +0 26 15.3
 RN1704;UTM  15      - 5,105,168.918   450,137.159   MT  0.99963056   -0 27 53.4
 RN1704
 RN1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1704!SPC MN C     -   0.99994413  x   0.99993051  =   0.99987465
 RN1704!UTM  15      -   0.99994413  x   0.99963056  =   0.99957471
 RN1704
 RN1704:                Primary Azimuth Mark                     Grid Az
 RN1704:SPC MN C     -  4813 H                                   183 55 03.1
 RN1704:UTM  15      -  4813 H                                   184 49 11.8
 RN1704
 RN1704|---------------------------------------------------------------------|
 RN1704| PID    Reference Object                     Distance      Geod. Az  |
 RN1704|                                                           dddmmss.s |
 RN1704| DM5724 4813 H                              APPROX. 1.6 KM 1842118.4 |
 RN1704|---------------------------------------------------------------------|
 RN1704
 RN1704                          SUPERSEDED SURVEY CONTROL
 RN1704
 RN1704  NAD 83(2007)-  46 05 53.79101(N)    093 38 42.35050(W) AD(       ) 0
 RN1704  ELLIP H (02/10/07)  356.321  (m)                       GP(       )    
 RN1704  NAD 83(1996)-  46 05 53.79078(N)    093 38 42.35009(W) AD(       ) 1
 RN1704  ELLIP H (05/10/02)  356.362  (m)                       GP(       ) 3 2
 RN1704  NAVD 88 (02/11/11)  383.63   (m)         1258.6    (f) LEVELING    3  
 RN1704  NAVD 88 (05/10/02)  383.56   (m)         1258.4    (f) LEVELING    3  
 RN1704  NAVD 88 (06/15/91)  383.510  (m)         1258.23   (f) SUPERSEDED  2 1
 RN1704
 RN1704.Superseded values are not recommended for survey control.
 RN1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1704.See file dsdata.txt to determine how the superseded data were derived.
 RN1704
 RN1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5013705168(NAD 83)
 RN1704
 RN1704_MARKER: DV = VERTICAL CONTROL DISK
 RN1704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1704_SP_SET: COPPER-CLAD STEEL ROD
 RN1704_STAMPING: 4813 E 1978
 RN1704_MARK LOGO: MNDT  
 RN1704_PROJECTION: PROJECTING 15 CENTIMETERS
 RN1704_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1704+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2010
 RN1704
 RN1704  HISTORY     - Date     Condition        Report By
 RN1704  HISTORY     - 19780401 MONUMENTED       MNDT
 RN1704  HISTORY     - 19950911 GOOD             MNDT
 RN1704  HISTORY     - 20000601 SEE DESCRIPTION  MNDT
 RN1704  HISTORY     - 20000817 POOR             MNDT
 RN1704  HISTORY     - 20100330 GOOD             MNDT
 RN1704
 RN1704                          STATION DESCRIPTION
 RN1704
 RN1704'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1704'3.7 KM (2.30 MI) NNE FROM ONAMIA.
 RN1704'1.9 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH AND
 RN1704'0.75 MI SOUTH OF ITS NORTH JUNCTION WITH TRUNK HIGHWAY 27 AT ONAMIA,
 RN1704'NEAR TRUNK HIGHWAY 169 MILE POINT 215.45, IN THE SE 1/4 OF SECTION
 RN1704'20, T42N, R26W.  155.4 FT WEST OF AND ABOUT 6 FT LOWER THAN THE
 RN1704'CENTERLINE OF TRUNK HIGHWAY 169, 96.4 FT SOUTH OF A TELEPHONE POLE,
 RN1704'74.6 FT SOUTH OF A NON-STAMPED RIGHT-OF-WAY MONUMENT, 62 FT NORTH OF
 RN1704'THE CENTER OF THE TOWNSHIP ROAD TO THE WEST, 35 FT NORTH-NORTHWEST OF
 RN1704'TELEPHONE POLE A6/62, 13 FT EAST OF AN 18-INCH OAK TREE, 9.3 FT
 RN1704'NORTHEAST OF A 24-INCH OAK TREE AND 1 FT SOUTHEAT OF A STEEL WITNESS
 RN1704'POST.  THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK, IS
 RN1704'CRIMPED TO THE TOP OF A 5/8-INCH DIAMETER BY 160-FT LONG COPPER-CLAD
 RN1704'STEEL ROD DRIVEN TO REFUSAL THAT PROJECTS 4 INCHES ABOVE GROUND.
 RN1704
 RN1704                          STATION RECOVERY (1995)
 RN1704
 RN1704'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RN1704'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF ONAMIA, 1.9 MI (3.1
 RN1704'KM) NORTH ALONG TH 169 FROM THE SOUTH JCT OF TH 169 AND TH 27 IN
 RN1704'ONAMIA, 155.4 FT (47.4 M) WEST OF TH 169, AT TH 169 MP 215.45, 74.6 FT
 RN1704'(22.7 M) SOUTH OF A R/W MON, 62 FT (18.9 M) NORTH OF A TWP RD TO THE
 RN1704'WEST, 13 FT (4.0 M) EAST OF AN 18 INCH OAK TREE, AND 1.0 FT (0.3 M)
 RN1704'EAST OF A WIT POST.  THE MARK PROJECTS 0.5 FT (15.2 CM) ABOVE THE
 RN1704'GROUND.
 RN1704
 RN1704                          STATION RECOVERY (2000)
 RN1704
 RN1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1704'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.9 MI (3.1 KM)
 RN1704'NORTH ON TH 169 FROM EAST JCT OF TH 169 AND TH 27 AT ONAMIA, 78.5 FT
 RN1704'(23.9 M) WEST OF SB TH 169, AT TH 169 MP 215.45, 62 FT (18.9 M) NORTH
 RN1704'OF TWP RD WEST, 1.0 FT (0.3 M) SOUTH OF WIT POST, STA PROJECTS 1.0 FT
 RN1704'(0.3 M) ABOVE GROUND, GPSABLE, MARK MAY HAVE BEEN DISTURBED BY TH 169
 RN1704'ROAD CONSTRUCTION.
 RN1704
 RN1704                          STATION RECOVERY (2000)
 RN1704
 RN1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 RN1704'RECOVERED AS DESCRIBED.
 RN1704
 RN1704                          STATION RECOVERY (2010)
 RN1704
 RN1704'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 RN1704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RN1704'THE MARK 2.18 MILES NORTHEAST OF ONAMIA, 0.5 MILE EAST ALONG TRUNK
 RN1704'HIGHWAY 27 FROM JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD 38 IN
 RN1704'ONAMIA, THEN 1.9 MILES NORTH ALONG TRUNK HIGHWAY 169, AT TRUNK HIGHWAY
 RN1704'169 MILEPOINT 215.45, THEN 79.0 FEET WEST ON 380TH STREET, 62 FEET
 RN1704'NORTH OF 380TH STREET, 74.6 FEET SOUTH OF RIGHT-OF-WAY MONUMENT, 1.0
 RN1704'FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3990 ***********************************************************************
 AJ3990  DESIGNATION -  4813 F
 AJ3990  PID         -  AJ3990
 AJ3990  STATE/COUNTY-  MN/MILLE LACS
 AJ3990  COUNTRY     -  US
 AJ3990  USGS QUAD   -  ONAMIA (1968)
 AJ3990
 AJ3990                         *CURRENT SURVEY CONTROL
 AJ3990  ______________________________________________________________________
 AJ3990* NAD 83(2007) POSITION- 46 05 00.97335(N) 093 38 48.23479(W)   ADJUSTED  
 AJ3990* NAD 83(2007) ELLIP HT-   360.036 (meters)        (02/10/07)   ADJUSTED
 AJ3990* NAD 83(2007) EPOCH   -  2002.00
 AJ3990* NAVD 88 ORTHO HEIGHT -   387.283  (meters)    1270.61  (feet) ADJUSTED  
 AJ3990  ______________________________________________________________________
 AJ3990  NAD 83(2007) X  -   -281,887.606 (meters)                     COMP
 AJ3990  NAD 83(2007) Y  - -4,422,906.744 (meters)                     COMP
 AJ3990  NAD 83(2007) Z  -  4,571,957.287 (meters)                     COMP
 AJ3990  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC09
 AJ3990  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 AJ3990  DYNAMIC HEIGHT  -        387.289 (meters)     1270.63  (feet) COMP
 AJ3990  MODELED GRAVITY -    980,617.7   (mgal)                       NAVD 88
 AJ3990
 AJ3990  VERT ORDER      -  SECOND    CLASS I
 AJ3990
 AJ3990  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3990  Type                                         Horiz  Ellip  Dist(km)
 AJ3990  -------------------------------------------------------------------
 AJ3990  NETWORK                                       0.43   0.67
 AJ3990  -------------------------------------------------------------------
 AJ3990  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.34   0.57      2.75
 AJ3990  -------------------------------------------------------------------
 AJ3990  NOTE: Click here for information on individual local accuracy
 AJ3990  values and other accuracy information.
 AJ3990
 AJ3990
 AJ3990.The horizontal coordinates were established by GPS observations
 AJ3990.and adjusted by the National Geodetic Survey in February 2007.
 AJ3990
 AJ3990.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3990.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3990
 AJ3990.The horizontal coordinates are valid at the epoch date displayed above
 AJ3990.which is a decimal equivalence of Year/Month/Day.
 AJ3990
 AJ3990.The orthometric height was determined by differential leveling and
 AJ3990.adjusted in August 2004.
 AJ3990
 AJ3990.Photographs are available for this station.
 AJ3990
 AJ3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3990
 AJ3990.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3990
 AJ3990.The ellipsoidal height was determined by GPS observations
 AJ3990.and is referenced to NAD 83.
 AJ3990
 AJ3990.The dynamic height is computed by dividing the NAVD 88
 AJ3990.geopotential number by the normal gravity value computed on the
 AJ3990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3990.degrees latitude (g = 980.6199 gals.).
 AJ3990
 AJ3990.The modeled gravity was interpolated from observed gravity values.
 AJ3990
 AJ3990. The following values were computed from the NAD 83(2007) position.
 AJ3990
 AJ3990;                    North         East     Units Scale Factor Converg.
 AJ3990;SPC MN C     -   220,615.782   846,657.063   MT  0.99993160   +0 26 11.0
 AJ3990;SPC MN C     -   723,803.61  2,777,740.71   sFT  0.99993160   +0 26 11.0
 AJ3990;UTM  15      - 5,103,539.796   449,997.569   MT  0.99963074   -0 27 57.2
 AJ3990
 AJ3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3990!SPC MN C     -   0.99994356  x   0.99993160  =   0.99987517
 AJ3990!UTM  15      -   0.99994356  x   0.99963074  =   0.99957432
 AJ3990
 AJ3990:                Primary Azimuth Mark                     Grid Az
 AJ3990:SPC MN C     -  4813 E                                   003 59 42.3
 AJ3990:UTM  15      -  4813 E                                   004 53 50.5
 AJ3990
 AJ3990|---------------------------------------------------------------------|
 AJ3990| PID    Reference Object                     Distance      Geod. Az  |
 AJ3990|                                                           dddmmss.s |
 AJ3990| RN1704 4813 E                              APPROX. 1.6 KM 0042553.3 |
 AJ3990|---------------------------------------------------------------------|
 AJ3990
 AJ3990                          SUPERSEDED SURVEY CONTROL
 AJ3990
 AJ3990  NAD 83(1996)-  46 05 00.97313(N)    093 38 48.23439(W) AD(       ) 1
 AJ3990  ELLIP H (05/10/02)  360.077  (m)                       GP(       ) 3 2
 AJ3990  NAVD 88 (05/10/02)  387.28   (m)         1270.6    (f) LEVELING    3  
 AJ3990
 AJ3990.Superseded values are not recommended for survey control.
 AJ3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3990.See file dsdata.txt to determine how the superseded data were derived.
 AJ3990
 AJ3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4999703539(NAD 83)
 AJ3990
 AJ3990_MARKER: DD = SURVEY DISK
 AJ3990_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3990_STAMPING: 4813 F 2000
 AJ3990_MARK LOGO: MNDT  
 AJ3990_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3990_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3990+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005
 AJ3990_ROD/PIPE-DEPTH: 12.2 meters
 AJ3990
 AJ3990  HISTORY     - Date     Condition        Report By
 AJ3990  HISTORY     - 2000     MONUMENTED       MNDT
 AJ3990  HISTORY     - 20000817 GOOD             MNDT
 AJ3990  HISTORY     - 20050614 GOOD             MNDT
 AJ3990
 AJ3990                          STATION DESCRIPTION
 AJ3990
 AJ3990'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ3990'1.50 MI (2.41 KM) NE OF ONAMIA, 0.90 MI (1.45 KM) NE ALONG TH 169 FROM
 AJ3990'SOUTH JCT OF TH 169 AND TH 27 IN ONAMIA TO TH 169 MP 214.40, THENCE
 AJ3990'0.10 MI (0.16 KM) EAST ON CO RD 23, 92.0 FT (28.0 M) SOUTH OF CO RD
 AJ3990'23, 75.7 FT (23.1 M) SW OF P-POLE, 31.0 FT (9.4 M) EAST OF ENT, 3.8 FT
 AJ3990'(1.2 M) SOUTH OF WIT POST, STA RECESSED 1 INCH, MAGNETIC.
 AJ3990
 AJ3990                          STATION RECOVERY (2000)
 AJ3990
 AJ3990'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 AJ3990'1.5 MI (2.4 KM) NE OF ONAMIA, 0.90 MI (1.45 KM) NE ALONG TH 169 FROM
 AJ3990'SOUTH JCT OF TH 27 TO TH 169 MP 214.40, THENCE 0.10 MI (0.16 KM) EAST
 AJ3990'ON CO RD 23, 92 FT (28.0 M) SOUTH OF CO RD 23, 75.7 FT (23.1 M) SW OF
 AJ3990'P-POLE, 31 FT (9.4 M) EAST OF ENT, 3.8 FT (1.2 M) SOUTH OF WIT POST.
 AJ3990
 AJ3990                          STATION RECOVERY (2005)
 AJ3990
 AJ3990'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AJ3990'1.50 MILES NORTHEAST OF ONAMIA, 0.90 MILES NORTHEAST ALONG TRUNK HIGHW
 AJ3990'AY 169 FROM SOUTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 27 I
 AJ3990'N ONAMIA, TO TRUNK HIGHWAY 169 MILEPOINT 214.40, THEN 0.10 MILES EAST
 AJ3990'ON COUNTY ROAD 23, 92.0 FEET SOUTH OF COUNTY ROAD 23, 75.7 FEET SOUTHW
 AJ3990'EST OF POWER POLE, 31.0 FEET EAST OF ENTRANCE, 3.8 FEET SOUTH OF WITNE
 AJ3990'SS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3989 ***********************************************************************
 AJ3989  DESIGNATION -  4813 G
 AJ3989  PID         -  AJ3989
 AJ3989  STATE/COUNTY-  MN/MILLE LACS
 AJ3989  COUNTRY     -  US
 AJ3989  USGS QUAD   -  ONAMIA (1968)
 AJ3989
 AJ3989                         *CURRENT SURVEY CONTROL
 AJ3989  ______________________________________________________________________
 AJ3989* NAD 83(2007) POSITION- 46 04 22.44742(N) 093 39 25.87459(W)   ADJUSTED  
 AJ3989* NAD 83(2007) ELLIP HT-   355.843 (meters)        (02/10/07)   ADJUSTED
 AJ3989* NAD 83(2007) EPOCH   -  2002.00
 AJ3989* NAVD 88 ORTHO HEIGHT -   383.075  (meters)    1256.81  (feet) ADJUSTED  
 AJ3989  ______________________________________________________________________
 AJ3989  NAD 83(2007) X  -   -282,749.176 (meters)                     COMP
 AJ3989  NAD 83(2007) Y  - -4,423,707.427 (meters)                     COMP
 AJ3989  NAD 83(2007) Z  -  4,571,129.081 (meters)                     COMP
 AJ3989  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC09
 AJ3989  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AJ3989  DYNAMIC HEIGHT  -        383.080 (meters)     1256.82  (feet) COMP
 AJ3989  MODELED GRAVITY -    980,617.6   (mgal)                       NAVD 88
 AJ3989
 AJ3989  VERT ORDER      -  SECOND    CLASS I
 AJ3989
 AJ3989  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3989  Type                                         Horiz  Ellip  Dist(km)
 AJ3989  -------------------------------------------------------------------
 AJ3989  NETWORK                                       0.39   0.45
 AJ3989  -------------------------------------------------------------------
 AJ3989  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.35   0.37      2.97
 AJ3989  -------------------------------------------------------------------
 AJ3989  NOTE: Click here for information on individual local accuracy
 AJ3989  values and other accuracy information.
 AJ3989
 AJ3989
 AJ3989.The horizontal coordinates were established by GPS observations
 AJ3989.and adjusted by the National Geodetic Survey in February 2007.
 AJ3989
 AJ3989.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3989.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3989
 AJ3989.The horizontal coordinates are valid at the epoch date displayed above
 AJ3989.which is a decimal equivalence of Year/Month/Day.
 AJ3989
 AJ3989.The orthometric height was determined by differential leveling and
 AJ3989.adjusted in August 2004.
 AJ3989
 AJ3989.Photographs are available for this station.
 AJ3989
 AJ3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3989
 AJ3989.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3989
 AJ3989.The ellipsoidal height was determined by GPS observations
 AJ3989.and is referenced to NAD 83.
 AJ3989
 AJ3989.The dynamic height is computed by dividing the NAVD 88
 AJ3989.geopotential number by the normal gravity value computed on the
 AJ3989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3989.degrees latitude (g = 980.6199 gals.).
 AJ3989
 AJ3989.The modeled gravity was interpolated from observed gravity values.
 AJ3989
 AJ3989. The following values were computed from the NAD 83(2007) position.
 AJ3989
 AJ3989;                    North         East     Units Scale Factor Converg.
 AJ3989;SPC MN C     -   219,420.272   845,857.347   MT  0.99993243   +0 25 43.8
 AJ3989;SPC MN C     -   719,881.34  2,775,116.98   sFT  0.99993243   +0 25 43.8
 AJ3989;UTM  15      - 5,102,357.382   449,179.373   MT  0.99963175   -0 28 24.0
 AJ3989
 AJ3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3989!SPC MN C     -   0.99994422  x   0.99993243  =   0.99987665
 AJ3989!UTM  15      -   0.99994422  x   0.99963175  =   0.99957599
 AJ3989
 AJ3989:                Primary Azimuth Mark                     Grid Az
 AJ3989:SPC MN C     -  4813 H                                   033 45 59.5
 AJ3989:UTM  15      -  4813 H                                   034 40 07.3
 AJ3989
 AJ3989|---------------------------------------------------------------------|
 AJ3989| PID    Reference Object                     Distance      Geod. Az  |
 AJ3989|                                                           dddmmss.s |
 AJ3989| DM5724 4813 H                              APPROX. 1.4 KM 0341143.3 |
 AJ3989| AJ3990 4813 F                              APPROX. 1.4 KM 0341231.4 |
 AJ3989|---------------------------------------------------------------------|
 AJ3989
 AJ3989                          SUPERSEDED SURVEY CONTROL
 AJ3989
 AJ3989  NAD 83(1996)-  46 04 22.44725(N)    093 39 25.87423(W) AD(       ) 1
 AJ3989  ELLIP H (05/10/02)  355.887  (m)                       GP(       ) 3 2
 AJ3989  NAVD 88 (05/10/02)  383.07   (m)         1256.8    (f) LEVELING    3  
 AJ3989
 AJ3989.Superseded values are not recommended for survey control.
 AJ3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3989.See file dsdata.txt to determine how the superseded data were derived.
 AJ3989
 AJ3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4917902357(NAD 83)
 AJ3989
 AJ3989_MARKER: DD = SURVEY DISK
 AJ3989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3989_STAMPING: 4813 G 2000
 AJ3989_MARK LOGO: MNDT  
 AJ3989_PROJECTION: FLUSH
 AJ3989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3989+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2010
 AJ3989_ROD/PIPE-DEPTH: 18.3 meters
 AJ3989
 AJ3989  HISTORY     - Date     Condition        Report By
 AJ3989  HISTORY     - 20000515 MONUMENTED       MNDT
 AJ3989  HISTORY     - 20000817 GOOD             MNDT
 AJ3989  HISTORY     - 20000927 GOOD             MNDT
 AJ3989  HISTORY     - 20050614 GOOD             MNDT
 AJ3989  HISTORY     - 20100411 GOOD             MNDT
 AJ3989
 AJ3989                          STATION DESCRIPTION
 AJ3989
 AJ3989'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ3989'IN ONAMIA, AT THE JCT OF TH 169 AND TH 27 WEST IN ONAMIA, AT TH 169 MP
 AJ3989'213.50, 75.0 FT (22.9 M) ESE OF NB TH 169, 54.0 FT (16.5 M) SOUTH OF
 AJ3989'PONY FARM RD, 83.0 FT (25.3 M) NE OF LIGHT POLE, 12.7 FT (3.9 M) SE OF
 AJ3989'GAS PIPELINE SIGN POST, 3.5 FT (1.1 M) EAST OF WIT POST, STATION
 AJ3989'FLUSH, MAGNETIC.
 AJ3989
 AJ3989                          STATION RECOVERY (2000)
 AJ3989
 AJ3989'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ3989'IN ONAMIA, AT THE JCT OF TH 169 AND TH 27 WEST, AT TH 169 MP 213.50,
 AJ3989'75 FT (22.9 M) ESE OF NB TH 169, 54 FT (16.5 M) SOUTH OF PONY FARM RD,
 AJ3989'83 FT (25.3 M) NE OF LIGHT POLE, 12.7 FT (3.9 M) SE OF GAS PIPELINE
 AJ3989'SIGN POST, 3.5 FT (1.1 M) EAST OF WIT POST.
 AJ3989
 AJ3989                          STATION RECOVERY (2000)
 AJ3989
 AJ3989'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AJ3989'THE MARK WAS RECOVERED AT JCT TH 169 AND TH 27 IN ONAMIA, 75 FT (22.9
 AJ3989'M) ESE OF NB TH 169 AT
 AJ3989'MP 213.50, 54 FT (16.5 M) SOUTH OF PONY FARM RD, 83 FT (25.3 M) NE
 AJ3989'LIGHT POLE, 12.7 FT (3.9 M) SE OF
 AJ3989'PIPELINE SIGN POST, 3.5 FT (1.1 M) EAST OF WIT POST, FLUSH.  MAGNETIC.
 AJ3989'
 AJ3989
 AJ3989                          STATION RECOVERY (2005)
 AJ3989
 AJ3989'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AJ3989'IN ONAMIA, AT THE JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 27 W
 AJ3989'EST IN ONAMIA, AT TRUNK HIGHWAY 169 MILEPOINT 213.50, 75.0 FEET EAST-S
 AJ3989'OUTHEAST OF NORTHBOUND TRUNK HIGHWAY 169, 54.0 FEET SOUTH OF PONY FARM
 AJ3989'ROAD, 83.0 FEET NORTHEAST OF LIGHT POLE, 12.7 FEET SOUTHEAST OF GAS P
 AJ3989'IPELINE SIGN POST, 3.5 FEET EAST OF WITNESS POST.
 AJ3989
 AJ3989                          STATION RECOVERY (2010)
 AJ3989
 AJ3989'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 AJ3989'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AJ3989'THE MARK IN ONAMIA, 0.6 MILE EAST ALONG TRUNK HIGHWAY 27 FROM JUNCTION
 AJ3989'OF TRUNK HIGHWAY 27 AND COUNTY ROAD 38, AT TRUNK HIGHWAY 169 MILEPOINT
 AJ3989'213.50, 75.0 FEET EAST-SOUTHEAST OF NORTHBOUND TRUNK HIGHWAY 169, 54.0
 AJ3989'FEET SOUTH OF PONY FARM ROAD, 83.0 FEET NORTHEAST OF LIGHT POLE, 12.7
 AJ3989'FEET SOUTHEAST OF GAS PIPELINE SIGN POST, 3.5 FEET EAST OF WITNESS
 AJ3989'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5724 ***********************************************************************
 DM5724  DESIGNATION -  4813 H
 DM5724  PID         -  DM5724
 DM5724  STATE/COUNTY-  MN/MILLE LACS
 DM5724  COUNTRY     -  US
 DM5724  USGS QUAD   -  ONAMIA (1968)
 DM5724
 DM5724                         *CURRENT SURVEY CONTROL
 DM5724  ______________________________________________________________________
 DM5724* NAD 83(2007) POSITION- 46 05 01.11424(N) 093 38 48.11606(W)   ADJUSTED  
 DM5724* NAD 83(2007) ELLIP HT-   359.134 (meters)        (02/11/11)   ADJUSTED
 DM5724* NAD 83(2007) EPOCH   -  2002.00
 DM5724* NAVD 88 ORTHO HEIGHT -   386.38   (meters)    1267.6   (feet) LEVELING  
 DM5724  ______________________________________________________________________
 DM5724  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 DM5724  NAD 83(2007) X  -   -281,884.821 (meters)                     COMP
 DM5724  NAD 83(2007) Y  - -4,422,903.154 (meters)                     COMP
 DM5724  NAD 83(2007) Z  -  4,571,959.655 (meters)                     COMP
 DM5724  LAPLACE CORR    -         -1.71  (seconds)                    DEFLEC09
 DM5724  HORZ ORDER      -  FIRST
 DM5724  VERT ORDER      -  THIRD ?
 DM5724  ELLP ORDER      -  FIRST     CLASS I
 DM5724
 DM5724.The horizontal coordinates were established by GPS observations
 DM5724.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5724
 DM5724.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5724.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5724
 DM5724.The horizontal coordinates are valid at the epoch date displayed above
 DM5724.which is a decimal equivalence of Year/Month/Day.
 DM5724
 DM5724.The orthometric height was determined by differential leveling.
 DM5724.The vertical network tie was performed by a horz. field party for horz.
 DM5724.obs reductions. Reset procedures were used to establish the elevation.
 DM5724
 DM5724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5724
 DM5724.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5724
 DM5724.The ellipsoidal height was determined by GPS observations
 DM5724.and is referenced to NAD 83.
 DM5724
 DM5724. The following values were computed from the NAD 83(2007) position.
 DM5724
 DM5724;                    North         East     Units Scale Factor Converg.
 DM5724;SPC MN C     -   220,620.151   846,659.581   MT  0.99993159   +0 26 11.1
 DM5724;SPC MN C     -   723,817.95  2,777,748.98   sFT  0.99993159   +0 26 11.1
 DM5724;UTM  15      - 5,103,544.124   450,000.154   MT  0.99963073   -0 27 57.1
 DM5724
 DM5724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5724!SPC MN C     -   0.99994370  x   0.99993159  =   0.99987530
 DM5724!UTM  15      -   0.99994370  x   0.99963073  =   0.99957445
 DM5724
 DM5724:                Primary Azimuth Mark                     Grid Az
 DM5724:SPC MN C     -  4813 E                                   003 55 03.2
 DM5724:UTM  15      -  4813 E                                   004 49 11.4
 DM5724
 DM5724|---------------------------------------------------------------------|
 DM5724| PID    Reference Object                     Distance      Geod. Az  |
 DM5724|                                                           dddmmss.s |
 DM5724| RN1704 4813 E                              APPROX. 1.6 KM 0042114.3 |
 DM5724|---------------------------------------------------------------------|
 DM5724
 DM5724                          SUPERSEDED SURVEY CONTROL
 DM5724
 DM5724.No superseded survey control is available for this station.
 DM5724
 DM5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM5000003544(NAD 83)
 DM5724
 DM5724_MARKER: I = METAL ROD
 DM5724_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5724_STAMPING: 4813 H 2010
 DM5724_MARK LOGO: MNDT  
 DM5724_PROJECTION: FLUSH
 DM5724_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5724+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5724_ROD/PIPE-DEPTH:  9.1 meters
 DM5724
 DM5724  HISTORY     - Date     Condition        Report By
 DM5724  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5724
 DM5724                          STATION DESCRIPTION
 DM5724
 DM5724'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5724'THE MARK IS 1.5 MILES NORTHEAST OF ONAMIA, 0.9 MILE NORTHEAST ALONG
 DM5724'TRUNK HIGHWAY 169 FROM JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY
 DM5724'27 WEST IN ONAMIA TO TRUNK HIGHWAY 169 MILEPOINT 214.4, THEN 0.1 MILE
 DM5724'EAST ALONG COUNTY ROAD 23/STEVENS ROAD, 78.4 FEET SOUTH OF COUNTY ROAD
 DM5724'23/STEVENS ROAD, 63.2 FEET SOUTHWEST OF POWER POLE, 39.7 FEET EAST OF
 DM5724'ENTRANCE, 1.5 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1705 ***********************************************************************
 RN1705  DESIGNATION -  4814 A
 RN1705  PID         -  RN1705
 RN1705  STATE/COUNTY-  MN/MILLE LACS
 RN1705  COUNTRY     -  US
 RN1705  USGS QUAD   -  ONAMIA (1968)
 RN1705
 RN1705                         *CURRENT SURVEY CONTROL
 RN1705  ______________________________________________________________________
 RN1705* NAD 83(1986) POSITION- 46 06 47.     (N) 093 39 22.     (W)   SCALED    
 RN1705* NAVD 88 ORTHO HEIGHT -   383.683  (meters)    1258.80  (feet) ADJUSTED  
 RN1705  ______________________________________________________________________
 RN1705  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 RN1705  DYNAMIC HEIGHT  -        383.689 (meters)     1258.82  (feet) COMP
 RN1705  MODELED GRAVITY -    980,618.9   (mgal)                       NAVD 88
 RN1705
 RN1705  VERT ORDER      -  SECOND    CLASS I
 RN1705
 RN1705.The horizontal coordinates were scaled from a topographic map and have
 RN1705.an estimated accuracy of +/- 6 seconds.
 RN1705.
 RN1705.The orthometric height was determined by differential leveling and
 RN1705.adjusted in June 1991.
 RN1705
 RN1705.Photographs are available for this station.
 RN1705
 RN1705.The dynamic height is computed by dividing the NAVD 88
 RN1705.geopotential number by the normal gravity value computed on the
 RN1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1705.degrees latitude (g = 980.6199 gals.).
 RN1705
 RN1705.The modeled gravity was interpolated from observed gravity values.
 RN1705
 RN1705;                    North         East    Units  Estimated Accuracy
 RN1705;SPC MN C     -   223,880.      845,910.      MT  (+/- 180 meters Scaled)
 RN1705
 RN1705                          SUPERSEDED SURVEY CONTROL
 RN1705
 RN1705.No superseded survey control is available for this station.
 RN1705
 RN1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM492068(NAD 83)
 RN1705
 RN1705_MARKER: DB = BENCH MARK DISK
 RN1705_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RN1705_SP_SET: CONCRETE POST
 RN1705_STAMPING: 4814 A 1952
 RN1705_MARK LOGO: MNHD  
 RN1705_PROJECTION: PROJECTING 5 CENTIMETERS
 RN1705_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RN1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1705+STABILITY: SURFACE MOTION
 RN1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1705+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RN1705
 RN1705  HISTORY     - Date     Condition        Report By
 RN1705  HISTORY     - 1952     MONUMENTED       MNHD
 RN1705  HISTORY     - 1979     GOOD             MNDT
 RN1705  HISTORY     - 19950911 GOOD             MNDT
 RN1705  HISTORY     - 20000621 GOOD             MNDT
 RN1705
 RN1705                          STATION DESCRIPTION
 RN1705
 RN1705'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1705'4.8 KM (3.00 MI) NORTH FROM ONAMIA.
 RN1705'3.35 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1705'TRUNK HIGHWAY 27 AT ONAMIA AND 0.6 MI NORTHWEST OF THE NORTH JUNCTION
 RN1705'WITH TRUNK HIGHWAY 27, NEAR TRUNK HIGHWAY 169 MILE POINT 216.9, IN
 RN1705'THE SW 1/4 OF SECTION 17, T42N, R26W.  54.6 FT NORTH OF AND ABOUT 3
 RN1705'FT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 169, 38 FT SOUTH OF THE
 RN1705'CENTER OF COUNTY ROAD 35, 61.7 FT WEST OF A POWER POLE, 33.5 FT EAST
 RN1705'OF THE SOUTHEAST END OF AN 18-INCH METAL CULVERT UNDER THE CONNECTION
 RN1705'ROAD BETWEEN TRUNK HIGHWAY 169 AND COUNTY ROAD 35, 17.6 FT
 RN1705'SOUTH-SOUTHWEST OF AN 18-INCH NORWAY PINE TREE, 5.8 FT NORTHWEST OF
 RN1705'ANOTHER 18-INCH NORWAY PINE, 1.4 FT SOUTHEAST OF ANOTHER 18-INCH
 RN1705'NORWAY PINE AND 1 FT SOUTH OF A STEEL WITNESS POST.  CONCRETE POST IS
 RN1705'PRECAST AND MAGNETIC.
 RN1705
 RN1705                          STATION RECOVERY (1995)
 RN1705
 RN1705'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RN1705'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF ONAMIA, 0.6 MI (1.0
 RN1705'KM) NW ON TH 169 FROM THE NORTH JCT OF TH 169 AND TH 27, 54.6 FT (16.6
 RN1705'M) NORTH OF TH 169, AT TH 169 MP 216.9, 38 FT (11.6 M) SOUTH OF CO RD
 RN1705'35, 34.3 FT (10.5 M) SE OF A 20 INCH PINE TREE, 6 FT (1.8 M) WNW OF A
 RN1705'20 INCH NORWAY PINE TREE, AND 1.0 FT (0.3 M) SOUTH OF WITNESS POST.
 RN1705'CONCRETE IS CHIPPED AROUND DISK BUT MONUMENT IS SOLID IN THE GROUND.
 RN1705
 RN1705                          STATION RECOVERY (2000)
 RN1705
 RN1705'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DAS)
 RN1705'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1712 ***********************************************************************
 RN1712  DESIGNATION -  4814 C
 RN1712  PID         -  RN1712
 RN1712  STATE/COUNTY-  MN/MILLE LACS
 RN1712  COUNTRY     -  US
 RN1712  USGS QUAD   -  ONAMIA NW (1968)
 RN1712
 RN1712                         *CURRENT SURVEY CONTROL
 RN1712  ______________________________________________________________________
 RN1712* NAD 83(1986) POSITION- 46 08 31.     (N) 093 42 23.     (W)   SCALED    
 RN1712* NAVD 88 ORTHO HEIGHT -   384.531  (meters)    1261.58  (feet) ADJUSTED  
 RN1712  ______________________________________________________________________
 RN1712  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 RN1712  DYNAMIC HEIGHT  -        384.537 (meters)     1261.60  (feet) COMP
 RN1712  MODELED GRAVITY -    980,620.2   (mgal)                       NAVD 88
 RN1712
 RN1712  VERT ORDER      -  SECOND    CLASS I
 RN1712
 RN1712.The horizontal coordinates were scaled from a topographic map and have
 RN1712.an estimated accuracy of +/- 6 seconds.
 RN1712.
 RN1712.The orthometric height was determined by differential leveling and
 RN1712.adjusted in June 1991.
 RN1712
 RN1712.The dynamic height is computed by dividing the NAVD 88
 RN1712.geopotential number by the normal gravity value computed on the
 RN1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1712.degrees latitude (g = 980.6199 gals.).
 RN1712
 RN1712.The modeled gravity was interpolated from observed gravity values.
 RN1712
 RN1712;                    North         East    Units  Estimated Accuracy
 RN1712;SPC MN C     -   227,070.      842,000.      MT  (+/- 180 meters Scaled)
 RN1712
 RN1712                          SUPERSEDED SURVEY CONTROL
 RN1712
 RN1712.No superseded survey control is available for this station.
 RN1712
 RN1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM454100(NAD 83)
 RN1712
 RN1712_MARKER: DB = BENCH MARK DISK
 RN1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1712_SP_SET: CONCRETE POST
 RN1712_STAMPING: 4814 C 1952
 RN1712_MARK LOGO: MNHD  
 RN1712_PROJECTION: FLUSH
 RN1712_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1712+STABILITY: SURFACE MOTION
 RN1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1712+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1712
 RN1712  HISTORY     - Date     Condition        Report By
 RN1712  HISTORY     - 1952     MONUMENTED       MNHD
 RN1712  HISTORY     - 1979     GOOD             MNDT
 RN1712  HISTORY     - 20000601 GOOD             MNDT
 RN1712
 RN1712                          STATION DESCRIPTION
 RN1712
 RN1712'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1712'8.5 KM (5.30 MI) NNW FROM ONAMIA.
 RN1712'6.6 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1712'TRUNK HIGHWAY 27 AT ONAMIA, NEAR TRUNK HIGHWAY 169 MILE POINT 220.15,
 RN1712'IN THE SE 1/4 OF SECTION 2, T42N, R27W.  171.6 FT NORTHEAST OF THE
 RN1712'CENTERLINE OF TRUNK HIGHWAY 169, 23.7 FT NORTHEAST OF AND ABOUT 1 FT
 RN1712'LOWER THAN THE CENTER OF COUNTY ROAD 35, 80.1 FT NORTH OF A BURIED
 RN1712'TELEPHONE CABLE PEDESTAL NUMBER 8A30LP7, 47.4 FT WEST-NORTHWEST OF A
 RN1712'12-INCH OAK TREE, 10 FT SOUTHEAST OF POWER POLE NUMBER 22806 WITH GUY
 RN1712'WIRES, 5 FT SOUTHEAST OF THE EXTENDED CENTER OF THE CONNECTION
 RN1712'BETWEEN COUNTY ROAD 35 AND TRUNK HIGHWAY 169, AND 0.4 FT SOUTHWEST OF
 RN1712'A STEEL WITNESS POST.  CONCRETE POST IS MAGNETIC.
 RN1712
 RN1712                          STATION RECOVERY (2000)
 RN1712
 RN1712'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1712'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RN1712'80.8 FT (24.6 M) EAST OF FIBEROPTIC CABLE MARKER.  TEL CABLE PEDESTAL
 RN1712'NO 8A30LP7 IS GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1715 ***********************************************************************
 RN1715  DESIGNATION -  4814 D
 RN1715  PID         -  RN1715
 RN1715  STATE/COUNTY-  MN/MILLE LACS
 RN1715  COUNTRY     -  US
 RN1715  USGS QUAD   -  ONAMIA NW (1968)
 RN1715
 RN1715                         *CURRENT SURVEY CONTROL
 RN1715  ______________________________________________________________________
 RN1715* NAD 83(1986) POSITION- 46 08 45.     (N) 093 43 30.     (W)   SCALED    
 RN1715* NAVD 88 ORTHO HEIGHT -   384.094  (meters)    1260.15  (feet) ADJUSTED  
 RN1715  ______________________________________________________________________
 RN1715  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 RN1715  DYNAMIC HEIGHT  -        384.100 (meters)     1260.17  (feet) COMP
 RN1715  MODELED GRAVITY -    980,620.6   (mgal)                       NAVD 88
 RN1715
 RN1715  VERT ORDER      -  SECOND    CLASS I
 RN1715
 RN1715.The horizontal coordinates were scaled from a topographic map and have
 RN1715.an estimated accuracy of +/- 6 seconds.
 RN1715.
 RN1715.The orthometric height was determined by differential leveling and
 RN1715.adjusted in June 1991.
 RN1715
 RN1715.The dynamic height is computed by dividing the NAVD 88
 RN1715.geopotential number by the normal gravity value computed on the
 RN1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1715.degrees latitude (g = 980.6199 gals.).
 RN1715
 RN1715.The modeled gravity was interpolated from observed gravity values.
 RN1715
 RN1715;                    North         East    Units  Estimated Accuracy
 RN1715;SPC MN C     -   227,490.      840,560.      MT  (+/- 180 meters Scaled)
 RN1715
 RN1715                          SUPERSEDED SURVEY CONTROL
 RN1715
 RN1715.No superseded survey control is available for this station.
 RN1715
 RN1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM440105(NAD 83)
 RN1715
 RN1715_MARKER: DB = BENCH MARK DISK
 RN1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN1715_SP_SET: CONCRETE POST
 RN1715_STAMPING: 4814 D 1952
 RN1715_MARK LOGO: MNHD  
 RN1715_PROJECTION: PROJECTING 30 CENTIMETERS
 RN1715_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 RN1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN1715+STABILITY: SURFACE MOTION
 RN1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1715+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1715
 RN1715  HISTORY     - Date     Condition        Report By
 RN1715  HISTORY     - 1952     MONUMENTED       MNHD
 RN1715  HISTORY     - 1979     GOOD             MNDT
 RN1715  HISTORY     - 20000601 GOOD             MNDT
 RN1715
 RN1715                          STATION DESCRIPTION
 RN1715
 RN1715'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1715'9.7 KM (6.00 MI) NW FROM ONAMIA.
 RN1715'7.5 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1715'TRUNK HIGHWAY 27 AT ONAMIA AND 0.6 MI NORTHWEST OF THE NORTH JUNCTION
 RN1715'OF TRUNK HIGHWAYS 169 AND 27, NEAR TRUNK HIGHWAY 169 MILE POINT
 RN1715'221.05, IN THE SE 1/4 OF SECTION 3, T42N, R27W.  148.5 FT
 RN1715'WEST-NORTHWEST OF THE CENTER OF COUNTY ROAD 26, 57.8 FT
 RN1715'NORTH-NORTHEAST OF AND ABOUT 2 FT LOWER THAN THE CENTERLINE OF TRUNK
 RN1715'HIGHWAY 169, 8 FT NORTHWEST OF AN 18-INCH OAK TREE AND 0.6 FT
 RN1715'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  CONCRETE POST IS MAGNETIC.
 RN1715
 RN1715                          STATION RECOVERY (2000)
 RN1715
 RN1715'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1715'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RN1715'1.2 FT (0.4 M) ABOVE GROUND, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1717 ***********************************************************************
 RN1717  DESIGNATION -  4814 E
 RN1717  PID         -  RN1717
 RN1717  STATE/COUNTY-  MN/MILLE LACS
 RN1717  COUNTRY     -  US
 RN1717  USGS QUAD   -  VINELAND (1968)
 RN1717
 RN1717                         *CURRENT SURVEY CONTROL
 RN1717  ______________________________________________________________________
 RN1717* NAD 83(1986) POSITION- 46 09 37.     (N) 093 45 26.     (W)   SCALED    
 RN1717* NAVD 88 ORTHO HEIGHT -   383.468  (meters)    1258.09  (feet) ADJUSTED  
 RN1717  ______________________________________________________________________
 RN1717  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 RN1717  DYNAMIC HEIGHT  -        383.475 (meters)     1258.12  (feet) COMP
 RN1717  MODELED GRAVITY -    980,622.2   (mgal)                       NAVD 88
 RN1717
 RN1717  VERT ORDER      -  SECOND    CLASS I
 RN1717
 RN1717.The horizontal coordinates were scaled from a topographic map and have
 RN1717.an estimated accuracy of +/- 6 seconds.
 RN1717.
 RN1717.The orthometric height was determined by differential leveling and
 RN1717.adjusted in June 1991.
 RN1717
 RN1717.The dynamic height is computed by dividing the NAVD 88
 RN1717.geopotential number by the normal gravity value computed on the
 RN1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1717.degrees latitude (g = 980.6199 gals.).
 RN1717
 RN1717.The modeled gravity was interpolated from observed gravity values.
 RN1717
 RN1717;                    North         East    Units  Estimated Accuracy
 RN1717;SPC MN C     -   229,080.      838,060.      MT  (+/- 180 meters Scaled)
 RN1717
 RN1717                          SUPERSEDED SURVEY CONTROL
 RN1717
 RN1717.No superseded survey control is available for this station.
 RN1717
 RN1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM415121(NAD 83)
 RN1717
 RN1717_MARKER: DB = BENCH MARK DISK
 RN1717_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RN1717_SP_SET: BRIDGE ABUTMENT
 RN1717_STAMPING: 4814 E 1952
 RN1717_MARK LOGO: MNHD  
 RN1717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1717+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1717
 RN1717  HISTORY     - Date     Condition        Report By
 RN1717  HISTORY     - 1952     MONUMENTED       MNHD
 RN1717  HISTORY     - 1979     GOOD             MNDT
 RN1717  HISTORY     - 20000601 GOOD             MNDT
 RN1717
 RN1717                          STATION DESCRIPTION
 RN1717
 RN1717'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1717'12.2 KM (7.60 MI) NW FROM ONAMIA.
 RN1717'9.45 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1717'TRUNK HIGHWAY 27 AT ONAMIA, NEAR TRUNK HIGHWAY 169 MILE POINT 223, IN
 RN1717'THE SW 1/4 OF SECTION 33, T43N, R27W.  18.9 FT EAST OF AND ABOUT
 RN1717'LEVEL WITH THE CENTERLINE OF TRUNK HIGHWAY 169, IN THE ABUTMENT IN
 RN1717'THE SOUTHEAST CORNER OF BRIDGE NUMBER 6657 CARRYING TRUNK HIGHWAY 169
 RN1717'OVER THE RUM RIVER.
 RN1717
 RN1717                          STATION RECOVERY (2000)
 RN1717
 RN1717'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1717'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ4001 ***********************************************************************
 AJ4001  DESIGNATION -  4814 E 1
 AJ4001  PID         -  AJ4001
 AJ4001  STATE/COUNTY-  MN/MILLE LACS
 AJ4001  COUNTRY     -  US
 AJ4001  USGS QUAD   -  VINELAND (1968)
 AJ4001
 AJ4001                         *CURRENT SURVEY CONTROL
 AJ4001  ______________________________________________________________________
 AJ4001* NAD 83(2007) POSITION- 46 09 56.24296(N) 093 48 10.02837(W)   ADJUSTED  
 AJ4001* NAD 83(2007) ELLIP HT-   363.837 (meters)        (02/10/07)   ADJUSTED
 AJ4001* NAD 83(2007) EPOCH   -  2002.00
 AJ4001* NAVD 88 ORTHO HEIGHT -   391.029  (meters)    1282.90  (feet) ADJUSTED  
 AJ4001  ______________________________________________________________________
 AJ4001  NAD 83(2007) X  -   -293,497.297 (meters)                     COMP
 AJ4001  NAD 83(2007) Y  - -4,415,567.498 (meters)                     COMP
 AJ4001  NAD 83(2007) Z  -  4,578,279.139 (meters)                     COMP
 AJ4001  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC09
 AJ4001  GEOID HEIGHT    -        -27.20  (meters)                     GEOID09
 AJ4001  DYNAMIC HEIGHT  -        391.037 (meters)     1282.93  (feet) COMP
 AJ4001  MODELED GRAVITY -    980,623.9   (mgal)                       NAVD 88
 AJ4001
 AJ4001  VERT ORDER      -  SECOND    CLASS I
 AJ4001
 AJ4001  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ4001  Type                                         Horiz  Ellip  Dist(km)
 AJ4001  -------------------------------------------------------------------
 AJ4001  NETWORK                                       0.67   1.00
 AJ4001  -------------------------------------------------------------------
 AJ4001  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.43   0.67      2.51
 AJ4001  -------------------------------------------------------------------
 AJ4001  NOTE: Click here for information on individual local accuracy
 AJ4001  values and other accuracy information.
 AJ4001
 AJ4001
 AJ4001.The horizontal coordinates were established by GPS observations
 AJ4001.and adjusted by the National Geodetic Survey in February 2007.
 AJ4001
 AJ4001.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ4001.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ4001
 AJ4001.The horizontal coordinates are valid at the epoch date displayed above
 AJ4001.which is a decimal equivalence of Year/Month/Day.
 AJ4001
 AJ4001.The orthometric height was determined by differential leveling and
 AJ4001.adjusted in August 2004.
 AJ4001
 AJ4001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4001
 AJ4001.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ4001
 AJ4001.The ellipsoidal height was determined by GPS observations
 AJ4001.and is referenced to NAD 83.
 AJ4001
 AJ4001.The dynamic height is computed by dividing the NAVD 88
 AJ4001.geopotential number by the normal gravity value computed on the
 AJ4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4001.degrees latitude (g = 980.6199 gals.).
 AJ4001
 AJ4001.The modeled gravity was interpolated from observed gravity values.
 AJ4001
 AJ4001. The following values were computed from the NAD 83(2007) position.
 AJ4001
 AJ4001;                    North         East     Units Scale Factor Converg.
 AJ4001;SPC MN C     -   229,651.708   834,536.464   MT  0.99992637   +0 19 24.6
 AJ4001;SPC MN C     -   753,448.98  2,737,975.05   sFT  0.99992637   +0 19 24.6
 AJ4001;UTM  15      - 5,112,762.819   438,024.259   MT  0.99964722   -0 34 44.8
 AJ4001
 AJ4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4001!SPC MN C     -   0.99994297  x   0.99992637  =   0.99986934
 AJ4001!UTM  15      -   0.99994297  x   0.99964722  =   0.99959021
 AJ4001
 AJ4001:                Primary Azimuth Mark                     Grid Az
 AJ4001:SPC MN C     -  4814 E 2                                 010 26 40.1
 AJ4001:UTM  15      -  4814 E 2                                 011 20 49.5
 AJ4001
 AJ4001|---------------------------------------------------------------------|
 AJ4001| PID    Reference Object                     Distance      Geod. Az  |
 AJ4001|                                                           dddmmss.s |
 AJ4001| AJ4002 4814 E 2                            APPROX. 1.4 KM 0104604.7 |
 AJ4001|---------------------------------------------------------------------|
 AJ4001
 AJ4001                          SUPERSEDED SURVEY CONTROL
 AJ4001
 AJ4001  NAD 83(1996)-  46 09 56.24254(N)    093 48 10.02751(W) AD(       ) 1
 AJ4001  ELLIP H (05/10/02)  363.873  (m)                       GP(       ) 3 2
 AJ4001  NAVD 88 (05/10/02)  391.03   (m)         1282.9    (f) LEVELING    3  
 AJ4001
 AJ4001.Superseded values are not recommended for survey control.
 AJ4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4001.See file dsdata.txt to determine how the superseded data were derived.
 AJ4001
 AJ4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3802412762(NAD 83)
 AJ4001
 AJ4001_MARKER: DD = SURVEY DISK
 AJ4001_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ4001_STAMPING: 4814 E 1 2000
 AJ4001_MARK LOGO: MNDT  
 AJ4001_PROJECTION: FLUSH
 AJ4001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4001+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ4001_ROD/PIPE-DEPTH:  9.1 meters
 AJ4001
 AJ4001  HISTORY     - Date     Condition        Report By
 AJ4001  HISTORY     - 2000     MONUMENTED       MNDT
 AJ4001
 AJ4001                          STATION DESCRIPTION
 AJ4001
 AJ4001'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ4001'9.0 MI (14.5 KM) SOUTH OF GARRISON, 6.8 MI (10.9 KM) SE ALONG TH 169
 AJ4001'FROM JCT OF TH 169, TH 6 AND TH 18 IN GARRISON TO TH 169 MP 227.1,
 AJ4001'THENCE 3.25 MI (5.23 KM) SOUTH ON CO RD 25 (TIMBER TRAIL RD), 27.7 FT
 AJ4001'(8.4 M) EAST OF CO RD 25, 14.0 FT (4.3 M) NORTH OF ENT, 105.0 FT (32.0
 AJ4001'M) NNW OF P-POLE, 3.8 FT (1.2 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ4002 ***********************************************************************
 AJ4002  DESIGNATION -  4814 E 2
 AJ4002  PID         -  AJ4002
 AJ4002  STATE/COUNTY-  MN/MILLE LACS
 AJ4002  COUNTRY     -  US
 AJ4002  USGS QUAD   -  VINELAND (1968)
 AJ4002
 AJ4002                         *CURRENT SURVEY CONTROL
 AJ4002  ______________________________________________________________________
 AJ4002* NAD 83(2007) POSITION- 46 10 40.86912(N) 093 47 57.81074(W)   ADJUSTED  
 AJ4002* NAD 83(2007) ELLIP HT-   371.391 (meters)        (02/10/07)   ADJUSTED
 AJ4002* NAD 83(2007) EPOCH   -  2002.00
 AJ4002* NAVD 88 ORTHO HEIGHT -   398.609  (meters)    1307.77  (feet) ADJUSTED  
 AJ4002  ______________________________________________________________________
 AJ4002  NAD 83(2007) X  -   -293,170.225 (meters)                     COMP
 AJ4002  NAD 83(2007) Y  - -4,414,598.184 (meters)                     COMP
 AJ4002  NAD 83(2007) Z  -  4,579,238.831 (meters)                     COMP
 AJ4002  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC09
 AJ4002  GEOID HEIGHT    -        -27.21  (meters)                     GEOID09
 AJ4002  DYNAMIC HEIGHT  -        398.618 (meters)     1307.80  (feet) COMP
 AJ4002  MODELED GRAVITY -    980,625.2   (mgal)                       NAVD 88
 AJ4002
 AJ4002  VERT ORDER      -  SECOND    CLASS I
 AJ4002
 AJ4002  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ4002  Type                                         Horiz  Ellip  Dist(km)
 AJ4002  -------------------------------------------------------------------
 AJ4002  NETWORK                                       0.68   1.02
 AJ4002  -------------------------------------------------------------------
 AJ4002  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.71      2.37
 AJ4002  -------------------------------------------------------------------
 AJ4002  NOTE: Click here for information on individual local accuracy
 AJ4002  values and other accuracy information.
 AJ4002
 AJ4002
 AJ4002.The horizontal coordinates were established by GPS observations
 AJ4002.and adjusted by the National Geodetic Survey in February 2007.
 AJ4002
 AJ4002.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ4002.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ4002
 AJ4002.The horizontal coordinates are valid at the epoch date displayed above
 AJ4002.which is a decimal equivalence of Year/Month/Day.
 AJ4002
 AJ4002.The orthometric height was determined by differential leveling and
 AJ4002.adjusted in August 2004.
 AJ4002
 AJ4002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4002
 AJ4002.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ4002
 AJ4002.The ellipsoidal height was determined by GPS observations
 AJ4002.and is referenced to NAD 83.
 AJ4002
 AJ4002.The dynamic height is computed by dividing the NAVD 88
 AJ4002.geopotential number by the normal gravity value computed on the
 AJ4002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4002.degrees latitude (g = 980.6199 gals.).
 AJ4002
 AJ4002.The modeled gravity was interpolated from observed gravity values.
 AJ4002
 AJ4002. The following values were computed from the NAD 83(2007) position.
 AJ4002
 AJ4002;                    North         East     Units Scale Factor Converg.
 AJ4002;SPC MN C     -   231,030.959   834,790.710   MT  0.99992576   +0 19 33.5
 AJ4002;SPC MN C     -   757,974.07  2,738,809.19   sFT  0.99992576   +0 19 33.5
 AJ4002;UTM  15      - 5,114,137.510   438,300.126   MT  0.99964680   -0 34 36.4
 AJ4002
 AJ4002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4002!SPC MN C     -   0.99994178  x   0.99992576  =   0.99986755
 AJ4002!UTM  15      -   0.99994178  x   0.99964680  =   0.99958860
 AJ4002
 AJ4002:                Primary Azimuth Mark                     Grid Az
 AJ4002:SPC MN C     -  4814 E 3                                 041 12 00.8
 AJ4002:UTM  15      -  4814 E 3                                 042 06 10.7
 AJ4002
 AJ4002|---------------------------------------------------------------------|
 AJ4002| PID    Reference Object                     Distance      Geod. Az  |
 AJ4002|                                                           dddmmss.s |
 AJ4002| AJ4003 4814 E 3                            APPROX. 1.2 KM 0413134.3 |
 AJ4002|---------------------------------------------------------------------|
 AJ4002
 AJ4002                          SUPERSEDED SURVEY CONTROL
 AJ4002
 AJ4002  NAD 83(1996)-  46 10 40.86871(N)    093 47 57.80989(W) AD(       ) 1
 AJ4002  ELLIP H (05/10/02)  371.427  (m)                       GP(       ) 3 2
 AJ4002  NAVD 88 (05/10/02)  398.61   (m)         1307.8    (f) LEVELING    3  
 AJ4002
 AJ4002.Superseded values are not recommended for survey control.
 AJ4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4002.See file dsdata.txt to determine how the superseded data were derived.
 AJ4002
 AJ4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3830014137(NAD 83)
 AJ4002
 AJ4002_MARKER: DD = SURVEY DISK
 AJ4002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ4002_STAMPING: 4814 E 2 2000
 AJ4002_MARK LOGO: MNDT  
 AJ4002_PROJECTION: RECESSED 5 CENTIMETERS
 AJ4002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4002+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ4002_ROD/PIPE-DEPTH:  4.6 meters
 AJ4002
 AJ4002  HISTORY     - Date     Condition        Report By
 AJ4002  HISTORY     - 2000     MONUMENTED       MNDT
 AJ4002
 AJ4002                          STATION DESCRIPTION
 AJ4002
 AJ4002'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ4002'8.0 MI (12.9 KM) SOUTH OF GARRISON, 6.8 MI (10.9 KM) SE ALONG TH 169
 AJ4002'FROM JCT OF TH 169, TH 6 AND TH 18 IN GARRISON TO TH 169 MP 227.1,
 AJ4002'THENCE 2.3 MI (3.7 KM) SOUTH ON CO RD 25 (TIMBER TRAIL RD), 26.5 FT
 AJ4002'(8.1 M) SOUTH OF CO RD 25, 141.0 FT (43.0 M) WEST OF DRIVEWAY, 78.0 FT
 AJ4002'(23.8 M) SSW OF TEL CABLE PEDESTAL, 3.2 FT (1.0 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ4003 ***********************************************************************
 AJ4003  DESIGNATION -  4814 E 3
 AJ4003  PID         -  AJ4003
 AJ4003  STATE/COUNTY-  MN/MILLE LACS
 AJ4003  COUNTRY     -  US
 AJ4003  USGS QUAD   -  VINELAND (1968)
 AJ4003
 AJ4003                         *CURRENT SURVEY CONTROL
 AJ4003  ______________________________________________________________________
 AJ4003* NAD 83(2007) POSITION- 46 11 10.05200(N) 093 47 20.60113(W)   ADJUSTED  
 AJ4003* NAD 83(2007) ELLIP HT-   365.648 (meters)        (02/10/07)   ADJUSTED
 AJ4003* NAD 83(2007) EPOCH   -  2002.00
 AJ4003* NAVD 88 ORTHO HEIGHT -   392.883  (meters)    1288.98  (feet) ADJUSTED  
 AJ4003  ______________________________________________________________________
 AJ4003  NAD 83(2007) X  -   -292,330.609 (meters)                     COMP
 AJ4003  NAD 83(2007) Y  - -4,413,998.261 (meters)                     COMP
 AJ4003  NAD 83(2007) Z  -  4,579,858.590 (meters)                     COMP
 AJ4003  LAPLACE CORR    -         -2.41  (seconds)                    DEFLEC09
 AJ4003  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 AJ4003  DYNAMIC HEIGHT  -        392.892 (meters)     1289.01  (feet) COMP
 AJ4003  MODELED GRAVITY -    980,625.7   (mgal)                       NAVD 88
 AJ4003
 AJ4003  VERT ORDER      -  SECOND    CLASS I
 AJ4003
 AJ4003  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ4003  Type                                         Horiz  Ellip  Dist(km)
 AJ4003  -------------------------------------------------------------------
 AJ4003  NETWORK                                       0.71   1.14
 AJ4003  -------------------------------------------------------------------
 AJ4003  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.63   1.02      2.51
 AJ4003  -------------------------------------------------------------------
 AJ4003  NOTE: Click here for information on individual local accuracy
 AJ4003  values and other accuracy information.
 AJ4003
 AJ4003
 AJ4003.The horizontal coordinates were established by GPS observations
 AJ4003.and adjusted by the National Geodetic Survey in February 2007.
 AJ4003
 AJ4003.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ4003.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ4003
 AJ4003.The horizontal coordinates are valid at the epoch date displayed above
 AJ4003.which is a decimal equivalence of Year/Month/Day.
 AJ4003
 AJ4003.The orthometric height was determined by differential leveling and
 AJ4003.adjusted in August 2004.
 AJ4003
 AJ4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4003
 AJ4003.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ4003
 AJ4003.The ellipsoidal height was determined by GPS observations
 AJ4003.and is referenced to NAD 83.
 AJ4003
 AJ4003.The dynamic height is computed by dividing the NAVD 88
 AJ4003.geopotential number by the normal gravity value computed on the
 AJ4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4003.degrees latitude (g = 980.6199 gals.).
 AJ4003
 AJ4003.The modeled gravity was interpolated from observed gravity values.
 AJ4003
 AJ4003. The following values were computed from the NAD 83(2007) position.
 AJ4003
 AJ4003;                    North         East     Units Scale Factor Converg.
 AJ4003;SPC MN C     -   231,936.530   835,583.483   MT  0.99992538   +0 20 00.4
 AJ4003;SPC MN C     -   760,945.10  2,741,410.14   sFT  0.99992538   +0 20 00.4
 AJ4003;UTM  15      - 5,115,030.228   439,106.844   MT  0.99964558   -0 34 09.8
 AJ4003
 AJ4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4003!SPC MN C     -   0.99994268  x   0.99992538  =   0.99986807
 AJ4003!UTM  15      -   0.99994268  x   0.99964558  =   0.99958828
 AJ4003
 AJ4003:                Primary Azimuth Mark                     Grid Az
 AJ4003:SPC MN C     -  4814 E 4                                 003 51 55.2
 AJ4003:UTM  15      -  4814 E 4                                 004 46 05.4
 AJ4003
 AJ4003|---------------------------------------------------------------------|
 AJ4003| PID    Reference Object                     Distance      Geod. Az  |
 AJ4003|                                                           dddmmss.s |
 AJ4003| AJ4004 4814 E 4                            APPROX. 1.3 KM 0041155.6 |
 AJ4003|---------------------------------------------------------------------|
 AJ4003
 AJ4003                          SUPERSEDED SURVEY CONTROL
 AJ4003
 AJ4003  NAD 83(1996)-  46 11 10.05161(N)    093 47 20.60040(W) AD(       ) 1
 AJ4003  ELLIP H (05/10/02)  365.686  (m)                       GP(       ) 3 2
 AJ4003  NAVD 88 (05/10/02)  392.88   (m)         1289.0    (f) LEVELING    3  
 AJ4003
 AJ4003.Superseded values are not recommended for survey control.
 AJ4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4003.See file dsdata.txt to determine how the superseded data were derived.
 AJ4003
 AJ4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3910615030(NAD 83)
 AJ4003
 AJ4003_MARKER: DD = SURVEY DISK
 AJ4003_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ4003_STAMPING: 4814 E 3 2000
 AJ4003_MARK LOGO: MNDT  
 AJ4003_PROJECTION: RECESSED 3 CENTIMETERS
 AJ4003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4003+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ4003_ROD/PIPE-DEPTH:  5.2 meters
 AJ4003
 AJ4003  HISTORY     - Date     Condition        Report By
 AJ4003  HISTORY     - 2000     MONUMENTED       MNDT
 AJ4003
 AJ4003                          STATION DESCRIPTION
 AJ4003
 AJ4003'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ4003'7.5 MI (12.1 KM) SOUTH OF GARRISON, 6.8 MI (10.9 KM) SE ALONG TH 169
 AJ4003'FROM JCT OF TH 169, TH 6 AND TH 18 IN GARRISON TO TH 169 MP 227.1,
 AJ4003'THENCE 1.45 MI (2.33 KM) SOUTH ON CO RD 25 (TIMBER TRAIL RD), 26.0 FT
 AJ4003'(7.9 M) SSE OF CO RD 25, 14.0 FT (4.3 M) EAST OF ENT, 5.0 FT (1.5 M)
 AJ4003'NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ4004 ***********************************************************************
 AJ4004  DESIGNATION -  4814 E 4
 AJ4004  PID         -  AJ4004
 AJ4004  STATE/COUNTY-  MN/MILLE LACS
 AJ4004  COUNTRY     -  US
 AJ4004  USGS QUAD   -  VINELAND (1968)
 AJ4004
 AJ4004                         *CURRENT SURVEY CONTROL
 AJ4004  ______________________________________________________________________
 AJ4004* NAD 83(2007) POSITION- 46 11 52.52336(N) 093 47 16.11097(W)   ADJUSTED  
 AJ4004* NAD 83(2007) ELLIP HT-   376.397 (meters)        (02/10/07)   ADJUSTED
 AJ4004* NAD 83(2007) EPOCH   -  2002.00
 AJ4004* NAVD 88 ORTHO HEIGHT -   403.639  (meters)    1324.27  (feet) ADJUSTED  
 AJ4004  ______________________________________________________________________
 AJ4004  NAD 83(2007) X  -   -292,172.491 (meters)                     COMP
 AJ4004  NAD 83(2007) Y  - -4,413,067.697 (meters)                     COMP
 AJ4004  NAD 83(2007) Z  -  4,580,774.182 (meters)                     COMP
 AJ4004  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 AJ4004  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 AJ4004  DYNAMIC HEIGHT  -        403.649 (meters)     1324.31  (feet) COMP
 AJ4004  MODELED GRAVITY -    980,626.9   (mgal)                       NAVD 88
 AJ4004
 AJ4004  VERT ORDER      -  SECOND    CLASS I
 AJ4004
 AJ4004  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ4004  Type                                         Horiz  Ellip  Dist(km)
 AJ4004  -------------------------------------------------------------------
 AJ4004  NETWORK                                       0.67   1.12
 AJ4004  -------------------------------------------------------------------
 AJ4004  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   1.00      2.39
 AJ4004  -------------------------------------------------------------------
 AJ4004  NOTE: Click here for information on individual local accuracy
 AJ4004  values and other accuracy information.
 AJ4004
 AJ4004
 AJ4004.The horizontal coordinates were established by GPS observations
 AJ4004.and adjusted by the National Geodetic Survey in February 2007.
 AJ4004
 AJ4004.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ4004.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ4004
 AJ4004.The horizontal coordinates are valid at the epoch date displayed above
 AJ4004.which is a decimal equivalence of Year/Month/Day.
 AJ4004
 AJ4004.The orthometric height was determined by differential leveling and
 AJ4004.adjusted in August 2004.
 AJ4004
 AJ4004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ4004
 AJ4004.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ4004
 AJ4004.The ellipsoidal height was determined by GPS observations
 AJ4004.and is referenced to NAD 83.
 AJ4004
 AJ4004.The dynamic height is computed by dividing the NAVD 88
 AJ4004.geopotential number by the normal gravity value computed on the
 AJ4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4004.degrees latitude (g = 980.6199 gals.).
 AJ4004
 AJ4004.The modeled gravity was interpolated from observed gravity values.
 AJ4004
 AJ4004. The following values were computed from the NAD 83(2007) position.
 AJ4004
 AJ4004;                    North         East     Units Scale Factor Converg.
 AJ4004;SPC MN C     -   233,248.334   835,672.116   MT  0.99992487   +0 20 03.6
 AJ4004;SPC MN C     -   765,248.91  2,741,700.93   sFT  0.99992487   +0 20 03.6
 AJ4004;UTM  15      - 5,116,340.106   439,216.106   MT  0.99964542   -0 34 07.0
 AJ4004
 AJ4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ4004!SPC MN C     -   0.99994100  x   0.99992487  =   0.99986587
 AJ4004!UTM  15      -   0.99994100  x   0.99964542  =   0.99958644
 AJ4004
 AJ4004:                Primary Azimuth Mark                     Grid Az
 AJ4004:SPC MN C     -  4814 E 3                                 183 51 55.2
 AJ4004:UTM  15      -  4814 E 3                                 184 46 05.8
 AJ4004
 AJ4004|---------------------------------------------------------------------|
 AJ4004| PID    Reference Object                     Distance      Geod. Az  |
 AJ4004|                                                           dddmmss.s |
 AJ4004| AJ4003 4814 E 3                            APPROX. 1.3 KM 1841158.8 |
 AJ4004|---------------------------------------------------------------------|
 AJ4004
 AJ4004                          SUPERSEDED SURVEY CONTROL
 AJ4004
 AJ4004  NAD 83(1996)-  46 11 52.52298(N)    093 47 16.11024(W) AD(       ) 1
 AJ4004  ELLIP H (05/10/02)  376.435  (m)                       GP(       ) 3 2
 AJ4004  NAVD 88 (05/10/02)  403.64   (m)         1324.3    (f) LEVELING    3  
 AJ4004
 AJ4004.Superseded values are not recommended for survey control.
 AJ4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4004.See file dsdata.txt to determine how the superseded data were derived.
 AJ4004
 AJ4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3921616340(NAD 83)
 AJ4004
 AJ4004_MARKER: DD = SURVEY DISK
 AJ4004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ4004_STAMPING: 4814 E 4 2000
 AJ4004_MARK LOGO: MNDT  
 AJ4004_PROJECTION: FLUSH
 AJ4004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4004+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ4004_ROD/PIPE-DEPTH:  2.7 meters
 AJ4004
 AJ4004  HISTORY     - Date     Condition        Report By
 AJ4004  HISTORY     - 2000     MONUMENTED       MNDT
 AJ4004
 AJ4004                          STATION DESCRIPTION
 AJ4004
 AJ4004'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ4004'7.0 MI (11.3 KM) SOUTH OF GARRISON, 6.8 MI (10.9 KM) SE ALONG TH 169
 AJ4004'FROM JCT OF TH 169, TH 6 AND TH 18 IN GARRISON, TO TH 169 MP 227.1,
 AJ4004'THENCE 0.60 MI (0.97 KM) SOUTH ON CO RD 25 (TIMBER TRAIL RD), 34.0 FT
 AJ4004'(10.4 M) EAST OF CO RD 25, 11.0 FT (3.4 M) SOUTH OF ENT, 2.6 FT (0.8
 AJ4004'M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AJ3994 ***********************************************************************
 AJ3994  DESIGNATION -  4814 E 5
 AJ3994  PID         -  AJ3994
 AJ3994  STATE/COUNTY-  MN/MILLE LACS
 AJ3994  COUNTRY     -  US
 AJ3994  USGS QUAD   -  VINELAND (1968)
 AJ3994
 AJ3994                         *CURRENT SURVEY CONTROL
 AJ3994  ______________________________________________________________________
 AJ3994* NAD 83(2007) POSITION- 46 09 27.21652(N) 093 46 04.03893(W)   ADJUSTED  
 AJ3994* NAD 83(2007) ELLIP HT-   356.160 (meters)        (02/10/07)   ADJUSTED
 AJ3994* NAD 83(2007) EPOCH   -  2002.00
 AJ3994* NAVD 88 ORTHO HEIGHT -   383.383  (meters)    1257.82  (feet) ADJUSTED  
 AJ3994  ______________________________________________________________________
 AJ3994  NAD 83(2007) X  -   -290,842.285 (meters)                     COMP
 AJ3994  NAD 83(2007) Y  - -4,416,385.725 (meters)                     COMP
 AJ3994  NAD 83(2007) Z  -  4,577,652.816 (meters)                     COMP
 AJ3994  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC09
 AJ3994  GEOID HEIGHT    -        -27.22  (meters)                     GEOID09
 AJ3994  DYNAMIC HEIGHT  -        383.390 (meters)     1257.84  (feet) COMP
 AJ3994  MODELED GRAVITY -    980,622.2   (mgal)                       NAVD 88
 AJ3994
 AJ3994  VERT ORDER      -  SECOND    CLASS I
 AJ3994
 AJ3994  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AJ3994  Type                                         Horiz  Ellip  Dist(km)
 AJ3994  -------------------------------------------------------------------
 AJ3994  NETWORK                                       0.72   1.08
 AJ3994  -------------------------------------------------------------------
 AJ3994  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.46   0.74      2.38
 AJ3994  -------------------------------------------------------------------
 AJ3994  NOTE: Click here for information on individual local accuracy
 AJ3994  values and other accuracy information.
 AJ3994
 AJ3994
 AJ3994.The horizontal coordinates were established by GPS observations
 AJ3994.and adjusted by the National Geodetic Survey in February 2007.
 AJ3994
 AJ3994.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AJ3994.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AJ3994
 AJ3994.The horizontal coordinates are valid at the epoch date displayed above
 AJ3994.which is a decimal equivalence of Year/Month/Day.
 AJ3994
 AJ3994.The orthometric height was determined by differential leveling and
 AJ3994.adjusted in August 2004.
 AJ3994
 AJ3994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3994
 AJ3994.The Laplace correction was computed from DEFLEC09 derived deflections.
 AJ3994
 AJ3994.The ellipsoidal height was determined by GPS observations
 AJ3994.and is referenced to NAD 83.
 AJ3994
 AJ3994.The dynamic height is computed by dividing the NAVD 88
 AJ3994.geopotential number by the normal gravity value computed on the
 AJ3994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3994.degrees latitude (g = 980.6199 gals.).
 AJ3994
 AJ3994.The modeled gravity was interpolated from observed gravity values.
 AJ3994
 AJ3994. The following values were computed from the NAD 83(2007) position.
 AJ3994
 AJ3994;                    North         East     Units Scale Factor Converg.
 AJ3994;SPC MN C     -   228,771.420   837,244.562   MT  0.99992679   +0 20 55.8
 AJ3994;SPC MN C     -   750,560.90  2,746,859.87   sFT  0.99992679   +0 20 55.8
 AJ3994;UTM  15      - 5,111,840.239   440,717.397   MT  0.99964320   -0 33 13.6
 AJ3994
 AJ3994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3994!SPC MN C     -   0.99994417  x   0.99992679  =   0.99987096
 AJ3994!UTM  15      -   0.99994417  x   0.99964320  =   0.99958739
 AJ3994
 AJ3994                          SUPERSEDED SURVEY CONTROL
 AJ3994
 AJ3994  NAD 83(1996)-  46 09 27.21610(N)    093 46 04.03807(W) AD(       ) 1
 AJ3994  ELLIP H (05/10/02)  356.196  (m)                       GP(       ) 3 2
 AJ3994  NAVD 88 (05/10/02)  383.38   (m)         1257.8    (f) LEVELING    3  
 AJ3994
 AJ3994.Superseded values are not recommended for survey control.
 AJ3994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3994.See file dsdata.txt to determine how the superseded data were derived.
 AJ3994
 AJ3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4071711840(NAD 83)
 AJ3994
 AJ3994_MARKER: DD = SURVEY DISK
 AJ3994_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AJ3994_STAMPING: 4814 E 5 2000
 AJ3994_MARK LOGO: MNDT  
 AJ3994_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3994_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ3994_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3994+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AJ3994_ROD/PIPE-DEPTH:  7.6 meters
 AJ3994
 AJ3994  HISTORY     - Date     Condition        Report By
 AJ3994  HISTORY     - 2000     MONUMENTED       MNDT
 AJ3994
 AJ3994                          STATION DESCRIPTION
 AJ3994
 AJ3994'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AJ3994'9.5 MI (15.3 KM) SSE OF GARRISON, 6.8 MI (10.9 KM) SE ALONG TH 169
 AJ3994'FROM JCT OF TH 169 AND TH 6 CO RD 25 (TIMBER TRAIL RD), THENCE 1.65 MI
 AJ3994'(2.66 KM) EAST ON VINELAND RD, 28.0 FT (8.5 M) NW OF VINELAND RD, 2.2
 AJ3994'FT (0.7 M) SW OF STEEL WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1716 ***********************************************************************
 RN1716  DESIGNATION -  4814 J
 RN1716  PID         -  RN1716
 RN1716  STATE/COUNTY-  MN/MILLE LACS
 RN1716  COUNTRY     -  US
 RN1716  USGS QUAD   -  ONAMIA NW (1968)
 RN1716
 RN1716                         *CURRENT SURVEY CONTROL
 RN1716  ______________________________________________________________________
 RN1716* NAD 83(1986) POSITION- 46 09 08.     (N) 093 44 36.     (W)   SCALED    
 RN1716* NAVD 88 ORTHO HEIGHT -   383.322  (meters)    1257.62  (feet) ADJUSTED  
 RN1716  ______________________________________________________________________
 RN1716  GEOID HEIGHT    -        -27.23  (meters)                     GEOID09
 RN1716  DYNAMIC HEIGHT  -        383.329 (meters)     1257.64  (feet) COMP
 RN1716  MODELED GRAVITY -    980,621.3   (mgal)                       NAVD 88
 RN1716
 RN1716  VERT ORDER      -  SECOND    CLASS I
 RN1716
 RN1716.The horizontal coordinates were scaled from a topographic map and have
 RN1716.an estimated accuracy of +/- 6 seconds.
 RN1716.
 RN1716.The orthometric height was determined by differential leveling and
 RN1716.adjusted in June 1991.
 RN1716
 RN1716.The dynamic height is computed by dividing the NAVD 88
 RN1716.geopotential number by the normal gravity value computed on the
 RN1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1716.degrees latitude (g = 980.6199 gals.).
 RN1716
 RN1716.The modeled gravity was interpolated from observed gravity values.
 RN1716
 RN1716;                    North         East    Units  Estimated Accuracy
 RN1716;SPC MN C     -   228,190.      839,140.      MT  (+/- 180 meters Scaled)
 RN1716
 RN1716                          SUPERSEDED SURVEY CONTROL
 RN1716
 RN1716.No superseded survey control is available for this station.
 RN1716
 RN1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM426112(NAD 83)
 RN1716
 RN1716_MARKER: DB = BENCH MARK DISK
 RN1716_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1716_SP_SET: COPPER-CLAD STEEL ROD
 RN1716_STAMPING: 4814 J 1978
 RN1716_MARK LOGO: MNDT  
 RN1716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RN1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1716+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1716
 RN1716  HISTORY     - Date     Condition        Report By
 RN1716  HISTORY     - 1978     MONUMENTED       MNDT
 RN1716  HISTORY     - 20000601 GOOD             MNDT
 RN1716
 RN1716                          STATION DESCRIPTION
 RN1716
 RN1716'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1716'11.3 KM (7.00 MI) NW FROM ONAMIA.
 RN1716'8.55 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1716'TRUNK HIGHWAY 27 AT ONAMIA, THENCE 0.05 MI EAST ON THE CONNECTION
 RN1716'ROAD TO COUNTY ROAD 35, NEAR TRUNK HIGHWAY 169 MILE POINT 222.1, IN
 RN1716'THE NW 1/4 OF SECTION 3, T42N, R27W.  23 FT NORTHEAST OF AND ABOUT 1
 RN1716'FT LOWER THAN THE CENTER OF COUNTY ROAD 35, 61 FT NORTH OF THE
 RN1716'EXTENDED CENTER OF THE CONNECTION ROAD, 46.9 NORTHEAST OF TELEPHONE
 RN1716'PEDESTAL NUMBER AA-45, 28.5 FT WEST OF AN 8-INCH OAK TREE ON A BANK,
 RN1716'25 FT WEST OF A 12-INCH WHITE PINE TREE ON A BANK, 1.8 FT SOUTHEAST
 RN1716'OF POWER POLE NUMBER 34611 AND 0.5 FT SOUTH OF A STEEL WITNESS POST.
 RN1716'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK, IS CRIMPED TO
 RN1716'THE TOP OF A 5/8-INCH DIAMETER BY 39-FT LONG COPPER-CLAD STEEL ROD
 RN1716'DRIVEN TO REFUSAL THAT IS FLUSH WITH THE GROUND.
 RN1716
 RN1716                          STATION RECOVERY (2000)
 RN1716
 RN1716'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1716'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RN1716'22.7 FT (6.9 M) NE OF CO RD 35, 47.6 FT (14.5 M) NE OF TEL PEDESTAL NO
 RN1716'A649.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1721 ***********************************************************************
 RN1721  DESIGNATION -  4814 K
 RN1721  PID         -  RN1721
 RN1721  STATE/COUNTY-  MN/MILLE LACS
 RN1721  COUNTRY     -  US
 RN1721  USGS QUAD   -  VINELAND (1968)
 RN1721
 RN1721                         *CURRENT SURVEY CONTROL
 RN1721  ______________________________________________________________________
 RN1721* NAD 83(1986) POSITION- 46 11 14.     (N) 093 45 21.     (W)   SCALED    
 RN1721* NAVD 88 ORTHO HEIGHT -   383.622  (meters)    1258.60  (feet) ADJUSTED  
 RN1721  ______________________________________________________________________
 RN1721  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 RN1721  DYNAMIC HEIGHT  -        383.630 (meters)     1258.63  (feet) COMP
 RN1721  MODELED GRAVITY -    980,624.3   (mgal)                       NAVD 88
 RN1721
 RN1721  VERT ORDER      -  SECOND    CLASS I
 RN1721
 RN1721.The horizontal coordinates were scaled from a topographic map and have
 RN1721.an estimated accuracy of +/- 6 seconds.
 RN1721.
 RN1721.The orthometric height was determined by differential leveling and
 RN1721.adjusted in June 1991.
 RN1721
 RN1721.The dynamic height is computed by dividing the NAVD 88
 RN1721.geopotential number by the normal gravity value computed on the
 RN1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1721.degrees latitude (g = 980.6199 gals.).
 RN1721
 RN1721.The modeled gravity was interpolated from observed gravity values.
 RN1721
 RN1721;                    North         East    Units  Estimated Accuracy
 RN1721;SPC MN C     -   232,070.      838,150.      MT  (+/- 180 meters Scaled)
 RN1721
 RN1721                          SUPERSEDED SURVEY CONTROL
 RN1721
 RN1721.No superseded survey control is available for this station.
 RN1721
 RN1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM416151(NAD 83)
 RN1721
 RN1721_MARKER: DV = VERTICAL CONTROL DISK
 RN1721_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1721_SP_SET: COPPER-CLAD STEEL ROD
 RN1721_STAMPING: 4814 K 1978
 RN1721_MARK LOGO: MNDT  
 RN1721_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1721+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1721
 RN1721  HISTORY     - Date     Condition        Report By
 RN1721  HISTORY     - 1978     MONUMENTED       MNDT
 RN1721  HISTORY     - 20000601 GOOD             MNDT
 RN1721
 RN1721                          STATION DESCRIPTION
 RN1721
 RN1721'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1721'13.0 KM (8.10 MI) SSE FROM GARRISON.
 RN1721'8.85 MI SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1721'TRUNK HIGHWAY 18 AT GARRISON, TO A POINT NEAR TRUNK HIGHWAY 169 MILE
 RN1721'POINT 224.9, THENCE 0.05 MILE EAST ACROSS A FIELD TO COUNTY ROAD 35,
 RN1721'IN THE SW 1/4 OF SECTION 21, T43N, R27W.  90.5 FT SOUTHEAST OF A
 RN1721'4-INCH DIAMETER BY 3-FOOT HIGH PIPE THAT IS FILLED WITH AND SEATED IN
 RN1721'CONCRETE, 74.3 FT NORTHWEST OF POWER POLE NUMBER 23122 WITH RISER,
 RN1721'44.5 FT NORTHEAST OF AND ABOUT 1 FT LOWER THAN THE CENTER OF COUNTY
 RN1721'ROAD 35, 29 FT WEST OF A 24-INCH OAK TREE, 4 FT SOUTH OF A 30-INCH
 RN1721'OAK TREE AND 1 FT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 RN1721'MNDT VERTICAL CONTROL MARK DISK, IS CRIMPED TO THE TOP OF A 5/8-INCH
 RN1721'DIAMETER BY 24-FT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 RN1721'IS FLUSH WITH THE GROUND.
 RN1721
 RN1721                          STATION RECOVERY (2000)
 RN1721
 RN1721'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1721'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.85 MI (14.24
 RN1721'KM) SOUTH JCT OF TH 169 AND TH 18 AT GARRISON THENCE 0.05 MI (0.08 KM)
 RN1721'EAST ON CO RD 35, 44.5 FT (13.6 M) NE OF CO RD 35, 7.7 FT (2.3 M) WSW
 RN1721'OF FENCE, 74.2 FT (22.6 M) NNW OF P-POLE, 3.7 FT (1.1 M) SSW OF 24
 RN1721'INCH OAK TREE, 0.7 FT (21.3 CM) SSW OF WIT POST, MARK IS RECESSED 1
 RN1721'INCH, MAGNETIC, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1726 ***********************************************************************
 RN1726  DESIGNATION -  4814 L
 RN1726  PID         -  RN1726
 RN1726  STATE/COUNTY-  MN/MILLE LACS
 RN1726  COUNTRY     -  US
 RN1726  USGS QUAD   -  VINELAND (1968)
 RN1726
 RN1726                         *CURRENT SURVEY CONTROL
 RN1726  ______________________________________________________________________
 RN1726* NAD 83(1986) POSITION- 46 12 22.     (N) 093 47 05.     (W)   SCALED    
 RN1726* NAVD 88 ORTHO HEIGHT -   384.778  (meters)    1262.39  (feet) ADJUSTED  
 RN1726  ______________________________________________________________________
 RN1726  GEOID HEIGHT    -        -27.26  (meters)                     GEOID09
 RN1726  DYNAMIC HEIGHT  -        384.787 (meters)     1262.42  (feet) COMP
 RN1726  MODELED GRAVITY -    980,627.6   (mgal)                       NAVD 88
 RN1726
 RN1726  VERT ORDER      -  SECOND    CLASS I
 RN1726
 RN1726.The horizontal coordinates were scaled from a topographic map and have
 RN1726.an estimated accuracy of +/- 6 seconds.
 RN1726.
 RN1726.The orthometric height was determined by differential leveling and
 RN1726.adjusted in June 1991.
 RN1726
 RN1726.The dynamic height is computed by dividing the NAVD 88
 RN1726.geopotential number by the normal gravity value computed on the
 RN1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1726.degrees latitude (g = 980.6199 gals.).
 RN1726
 RN1726.The modeled gravity was interpolated from observed gravity values.
 RN1726
 RN1726;                    North         East    Units  Estimated Accuracy
 RN1726;SPC MN C     -   234,160.      835,910.      MT  (+/- 180 meters Scaled)
 RN1726
 RN1726                          SUPERSEDED SURVEY CONTROL
 RN1726
 RN1726.No superseded survey control is available for this station.
 RN1726
 RN1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM394172(NAD 83)
 RN1726
 RN1726_MARKER: DV = VERTICAL CONTROL DISK
 RN1726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1726_SP_SET: COPPER-CLAD STEEL ROD
 RN1726_STAMPING: 4814 L 1978
 RN1726_MARK LOGO: MNDT  
 RN1726_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1726+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2000
 RN1726
 RN1726  HISTORY     - Date     Condition        Report By
 RN1726  HISTORY     - 1978     MONUMENTED       MNDT
 RN1726  HISTORY     - 20000601 GOOD             MNDT
 RN1726
 RN1726                          STATION DESCRIPTION
 RN1726
 RN1726'DESCRIBED BY MN DEPT OF TRANSP 1978
 RN1726'10.3 KM (6.40 MI) SSE FROM GARRISON.
 RN1726'6.8 MI SOUTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1726'TRUNK HIGHWAY 18 AT GARRISON, NEAR TRUNK HIGHWAY 169 MILE POINT
 RN1726'226.95, IN THE SW 1/4 OF SECTION 17, T43N, R27W.  124 FT NORTHEAST OF
 RN1726'AND ABOUT 20 FT LOWER THAN THE CENTERLINE OF TRUNK HIGHWAY 169, 29 FT
 RN1726'WEST OF AND ABOUT LEVEL WITH THE CENTER OF COUNTY ROAD 35, 62.8 FT
 RN1726'SOUTHWEST OF A 15-INCH OAK TREE, 59.6 FT SOUTHEAST OF A 24-INCH OAK
 RN1726'TREE AND 1 FT WEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 RN1726'MNDT VERTICAL CONTROL MARK DISK, IS CRIMPED TO THE TOP OF A 5/8-INCH
 RN1726'DIAMETER BY 32-FT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 RN1726'PROJECTS 2 INCHES ABOVE GROUND.
 RN1726
 RN1726                          STATION RECOVERY (2000)
 RN1726
 RN1726'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1726'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 29
 RN1726'FT (8.8 M) SW OF CO RD 35.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1709 ***********************************************************************
 RN1709  DESIGNATION -  4814 M
 RN1709  PID         -  RN1709
 RN1709  STATE/COUNTY-  MN/MILLE LACS
 RN1709  COUNTRY     -  US
 RN1709  USGS QUAD   -  ONAMIA NW (1968)
 RN1709
 RN1709                         *CURRENT SURVEY CONTROL
 RN1709  ______________________________________________________________________
 RN1709* NAD 83(2007) POSITION- 46 08 04.88244(N) 093 41 30.36253(W)   ADJUSTED  
 RN1709* NAD 83(2007) ELLIP HT-   357.001 (meters)        (02/10/07)   ADJUSTED
 RN1709* NAD 83(2007) EPOCH   -  2002.00
 RN1709* NAVD 88 ORTHO HEIGHT -   384.251  (meters)    1260.66  (feet) ADJUSTED  
 RN1709  ______________________________________________________________________
 RN1709  NAD 83(2007) X  -   -285,100.359 (meters)                     COMP
 RN1709  NAD 83(2007) Y  - -4,418,597.788 (meters)                     COMP
 RN1709  NAD 83(2007) Z  -  4,575,892.060 (meters)                     COMP
 RN1709  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC09
 RN1709  GEOID HEIGHT    -        -27.24  (meters)                     GEOID09
 RN1709  DYNAMIC HEIGHT  -        384.258 (meters)     1260.69  (feet) COMP
 RN1709  MODELED GRAVITY -    980,619.8   (mgal)                       NAVD 88
 RN1709
 RN1709  VERT ORDER      -  SECOND    CLASS I
 RN1709
 RN1709  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN1709  Type                                         Horiz  Ellip  Dist(km)
 RN1709  -------------------------------------------------------------------
 RN1709  NETWORK                                       0.60   0.96
 RN1709  -------------------------------------------------------------------
 RN1709  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.47   0.74      3.05
 RN1709  -------------------------------------------------------------------
 RN1709  NOTE: Click here for information on individual local accuracy
 RN1709  values and other accuracy information.
 RN1709
 RN1709
 RN1709.The horizontal coordinates were established by GPS observations
 RN1709.and adjusted by the National Geodetic Survey in February 2007.
 RN1709
 RN1709.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN1709.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN1709
 RN1709.The horizontal coordinates are valid at the epoch date displayed above
 RN1709.which is a decimal equivalence of Year/Month/Day.
 RN1709
 RN1709.The orthometric height was determined by differential leveling and
 RN1709.adjusted in June 1991.
 RN1709
 RN1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN1709
 RN1709.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN1709
 RN1709.The ellipsoidal height was determined by GPS observations
 RN1709.and is referenced to NAD 83.
 RN1709
 RN1709.The dynamic height is computed by dividing the NAVD 88
 RN1709.geopotential number by the normal gravity value computed on the
 RN1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1709.degrees latitude (g = 980.6199 gals.).
 RN1709
 RN1709.The modeled gravity was interpolated from observed gravity values.
 RN1709
 RN1709. The following values were computed from the NAD 83(2007) position.
 RN1709
 RN1709;                    North         East     Units Scale Factor Converg.
 RN1709;SPC MN C     -   226,268.073   843,134.038   MT  0.99992810   +0 24 13.7
 RN1709;SPC MN C     -   742,347.84  2,766,182.26   sFT  0.99992810   +0 24 13.7
 RN1709;UTM  15      - 5,109,245.178   446,565.021   MT  0.99963510   -0 29 55.5
 RN1709
 RN1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN1709!SPC MN C     -   0.99994404  x   0.99992810  =   0.99987214
 RN1709!UTM  15      -   0.99994404  x   0.99963510  =   0.99957916
 RN1709
 RN1709                          SUPERSEDED SURVEY CONTROL
 RN1709
 RN1709  NAD 83(1996)-  46 08 04.88215(N)    093 41 30.36202(W) AD(       ) 1
 RN1709  ELLIP H (05/10/02)  357.040  (m)                       GP(       ) 3 2
 RN1709  NAVD 88 (05/10/02)  384.25   (m)         1260.7    (f) LEVELING    3  
 RN1709
 RN1709.Superseded values are not recommended for survey control.
 RN1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN1709.See file dsdata.txt to determine how the superseded data were derived.
 RN1709
 RN1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM4656509245(NAD 83)
 RN1709
 RN1709_MARKER: DV = VERTICAL CONTROL DISK
 RN1709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1709_SP_SET: COPPER-CLAD STEEL ROD
 RN1709_STAMPING: 4814 M 1979
 RN1709_MARK LOGO: MNDT  
 RN1709_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN1709+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 RN1709
 RN1709  HISTORY     - Date     Condition        Report By
 RN1709  HISTORY     - 1979     MONUMENTED       MNDT
 RN1709  HISTORY     - 20000601 GOOD             MNDT
 RN1709  HISTORY     - 20000822 GOOD             MNDT
 RN1709
 RN1709                          STATION DESCRIPTION
 RN1709
 RN1709'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1709'7.4 KM (4.60 MI) NW FROM ONAMIA.
 RN1709'5.7 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1709'TRUNK HIGHWAY 27 AT ONAMIA, NEAR TRUNK HIGHWAY 169 MILE POINT 219.25,
 RN1709'IN THE NE 1/4 OF SECTION 12, T42N, R27W.  114 FT NORTHWEST OF THE
 RN1709'CONNECTION ROAD BETWEEN TRUNK HIGHWAY 169 AND COUNTY ROAD 35, 92.7 FT
 RN1709'NORTHEAST OF AND ABOUT 4 FT LOWER THAN THE CENTERLINE OF TRUNK
 RN1709'HIGHWAY 169, 47.3 FT SOUTH OF AN 18-INCH OAK TREE, 24.4 FT NORTHWEST
 RN1709'OF A 24-INCH ELM TREE, 22.5 FT SOUTHWEST OF THE CENTER OF COUNTY ROAD
 RN1709'35 AND 1 FT SOUTHWEST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 RN1709'MNDT VERTICAL CONTROL MARK DISK, IS CRIMPED TO THE TOP OF A 5/8-INCH
 RN1709'DIAMETER BY 24-FT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 RN1709'PROJECTS 2 INCHES ABOVE THE GROUND.
 RN1709
 RN1709                          STATION RECOVERY (2000)
 RN1709
 RN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1709'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  24 INCH ELM
 RN1709'TREE IS GONE.
 RN1709
 RN1709                          STATION RECOVERY (2000)
 RN1709
 RN1709'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 RN1709'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN1706 ***********************************************************************
 RN1706  DESIGNATION -  4814 N
 RN1706  PID         -  RN1706
 RN1706  STATE/COUNTY-  MN/MILLE LACS
 RN1706  COUNTRY     -  US
 RN1706  USGS QUAD   -  ONAMIA (1968)
 RN1706
 RN1706                         *CURRENT SURVEY CONTROL
 RN1706  ______________________________________________________________________
 RN1706* NAD 83(1986) POSITION- 46 07 21.     (N) 093 39 42.     (W)   SCALED    
 RN1706* NAVD 88 ORTHO HEIGHT -   384.766  (meters)    1262.35  (feet) ADJUSTED  
 RN1706  ______________________________________________________________________
 RN1706  GEOID HEIGHT    -        -27.25  (meters)                     GEOID09
 RN1706  DYNAMIC HEIGHT  -        384.773 (meters)     1262.38  (feet) COMP
 RN1706  MODELED GRAVITY -    980,619.3   (mgal)                       NAVD 88
 RN1706
 RN1706  VERT ORDER      -  SECOND    CLASS I
 RN1706
 RN1706.The horizontal coordinates were scaled from a topographic map and have
 RN1706.an estimated accuracy of +/- 6 seconds.
 RN1706.
 RN1706.The orthometric height was determined by differential leveling and
 RN1706.adjusted in June 1991.
 RN1706
 RN1706.The dynamic height is computed by dividing the NAVD 88
 RN1706.geopotential number by the normal gravity value computed on the
 RN1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN1706.degrees latitude (g = 980.6199 gals.).
 RN1706
 RN1706.The modeled gravity was interpolated from observed gravity values.
 RN1706
 RN1706;                    North         East    Units  Estimated Accuracy
 RN1706;SPC MN C     -   224,930.      845,470.      MT  (+/- 180 meters Scaled)
 RN1706
 RN1706                          SUPERSEDED SURVEY CONTROL
 RN1706
 RN1706.No superseded survey control is available for this station.
 RN1706
 RN1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM488078(NAD 83)
 RN1706
 RN1706_MARKER: DV = VERTICAL CONTROL DISK
 RN1706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RN1706_SP_SET: COPPER-CLAD STEEL ROD
 RN1706_STAMPING: 4814 N 1979
 RN1706_MARK LOGO: MNDT  
 RN1706_MAGNETIC: I = MARKER IS A STEEL ROD
 RN1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RN1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RN1706+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RN1706
 RN1706  HISTORY     - Date     Condition        Report By
 RN1706  HISTORY     - 1979     MONUMENTED       MNDT
 RN1706  HISTORY     - 19950911 GOOD             MNDT
 RN1706  HISTORY     - 20000621 GOOD             MNDT
 RN1706
 RN1706                          STATION DESCRIPTION
 RN1706
 RN1706'DESCRIBED BY MN DEPT OF TRANSP 1979
 RN1706'5.5 KM (3.40 MI) NORTH FROM ONAMIA.
 RN1706'3.35 MI NORTH ALONG TRUNK HIGHWAY 169 FROM ITS SOUTH JUNCTION WITH
 RN1706'TRUNK HIGHWAY 27 AT ONAMIA TO TRUNK HIGHWAY 169 MILE POINT 216.9,
 RN1706'THENCE 0.7 MI NORTH ALONG COUNTY ROAD 35, IN THE NE 1/4 OF SECTION
 RN1706'18, T42N, R26W.  53 FT NORTHWEST OF THE CENTER OF A DRIVEWAY, 30.3 FT
 RN1706'SOUTHWEST OF AND ABOUT 3 FT HIGHER THAN THE CENTER OF COUNTY ROAD 35,
 RN1706'24.1 FT NORTHWEST OF A 2-FOOT SQUARE BY 5-FOOT HIGH STONE GATE POST,
 RN1706'13.5 FT NORTHEAST OF A 36-INCH MAPLE TREE, 1.6 FT SOUTH OF A POWER
 RN1706'POLE AND 0.8 FT FROM A STEEL WITNESS POST.  THE MARK, A STANDARD MNDT
 RN1706'VERTICAL CONTROL MARK DISK, IS CRIMPED TO THE TOP OF A 5/8-INCH
 RN1706'DIAMETER BY 26-FT LONG COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL THAT
 RN1706'PROJECTS 4 INCHES ABOVE THE GROUND.
 RN1706
 RN1706                          STATION RECOVERY (1995)
 RN1706
 RN1706'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RN1706'THE MARK IS LOCATED ABOUT 3-1/2 MI NORTH OF ONAMIA, 0.7 MI (1.1 KM)
 RN1706'NORTH OF THE JCT OF TH 169 AND CO RD 35, 30.3 FT (9.2 M) SW OF CO RD
 RN1706'35, 53 FT (16.2 M) NW OF A DRIVEWAY, 13.5 FT (4.1 M) NE OF A 36 INCH
 RN1706'MAPLE TREE, 1.6 FT (0.5 M) SOUTH OF A P-POLE, AND 0.8 FT (24.4 CM)
 RN1706'FROM A WITNESS POST. MARK IS PROJECTING .02 CENTIMETERS.
 RN1706
 RN1706                          STATION RECOVERY (2000)
 RN1706
 RN1706'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RN1706'THE MARK WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6943 ***********************************************************************
 DG6943  DESIGNATION -  4815 A
 DG6943  PID         -  DG6943
 DG6943  STATE/COUNTY-  MN/MILLE LACS
 DG6943  COUNTRY     -  US
 DG6943  USGS QUAD   -  ISLE SW (1968)
 DG6943
 DG6943                         *CURRENT SURVEY CONTROL
 DG6943  ______________________________________________________________________
 DG6943* NAD 83(1986) POSITION- 46 07 29.5    (N) 093 26 49.6    (W)   HD_HELD2  
 DG6943* NAVD 88 ORTHO HEIGHT -   390.727  (meters)    1281.91  (feet) ADJUSTED  
 DG6943  ______________________________________________________________________
 DG6943  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DG6943  DYNAMIC HEIGHT  -        390.733 (meters)     1281.93  (feet) COMP
 DG6943  MODELED GRAVITY -    980,618.8   (mgal)                       NAVD 88
 DG6943
 DG6943  VERT ORDER      -  SECOND    CLASS I
 DG6943
 DG6943.The horizontal coordinates were established by autonomous hand held GPS
 DG6943.observations and have an estimated accuracy of +/- 10 meters.
 DG6943.
 DG6943.The orthometric height was determined by differential leveling and
 DG6943.adjusted in December 2004.
 DG6943
 DG6943.Photographs are available for this station.
 DG6943
 DG6943.The dynamic height is computed by dividing the NAVD 88
 DG6943.geopotential number by the normal gravity value computed on the
 DG6943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6943.degrees latitude (g = 980.6199 gals.).
 DG6943
 DG6943.The modeled gravity was interpolated from observed gravity values.
 DG6943
 DG6943;                    North         East    Units  Estimated Accuracy
 DG6943;SPC MN C     -   225,338.      862,049.      MT  (+/- 10 meters HH2 GPS)
 DG6943
 DG6943                          SUPERSEDED SURVEY CONTROL
 DG6943
 DG6943.No superseded survey control is available for this station.
 DG6943
 DG6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6545708017(NAD 83)
 DG6943
 DG6943_MARKER: DB = BENCH MARK DISK
 DG6943_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG6943_STAMPING: 4815 A
 DG6943_MARK LOGO: MNHD  
 DG6943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6943+STABILITY: SURFACE MOTION
 DG6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6943+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 DG6943
 DG6943  HISTORY     - Date     Condition        Report By
 DG6943  HISTORY     - 1961     MONUMENTED       MNHD
 DG6943  HISTORY     - 20001031 GOOD             MNDT
 DG6943
 DG6943                          STATION DESCRIPTION
 DG6943
 DG6943'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 DG6943'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.2 MI (1.9 KM)
 DG6943'SOUTH OF ISLE, AT TH 47 MP 89.80, 76 FT (23.2 M) SW OF TH 47, 220 FT
 DG6943'(67.1 M) SE OF 400TH ST TO EAST, 0.4 FT (12.2 CM) NE OF WIT POST, 0.8
 DG6943'FT (24.4 CM) NW OF WIT POST, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO
 DG6943'TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8591 ***********************************************************************
 AH8591  DESIGNATION -  4815 B
 AH8591  PID         -  AH8591
 AH8591  STATE/COUNTY-  MN/MILLE LACS
 AH8591  COUNTRY     -  US
 AH8591  USGS QUAD   -  ISLE (1968)
 AH8591
 AH8591                         *CURRENT SURVEY CONTROL
 AH8591  ______________________________________________________________________
 AH8591* NAD 83(2007) POSITION- 46 08 28.63816(N) 093 27 40.38373(W)   ADJUSTED  
 AH8591* NAD 83(2007) ELLIP HT-   357.845 (meters)        (02/10/07)   ADJUSTED
 AH8591* NAD 83(2007) EPOCH   -  2002.00
 AH8591* NAVD 88 ORTHO HEIGHT -   385.208  (meters)    1263.80  (feet) ADJUSTED  
 AH8591  ______________________________________________________________________
 AH8591  NAD 83(2007) X  -   -267,286.426 (meters)                     COMP
 AH8591  NAD 83(2007) Y  - -4,419,181.883 (meters)                     COMP
 AH8591  NAD 83(2007) Z  -  4,576,400.946 (meters)                     COMP
 AH8591  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC09
 AH8591  GEOID HEIGHT    -        -27.37  (meters)                     GEOID09
 AH8591  DYNAMIC HEIGHT  -        385.215 (meters)     1263.83  (feet) COMP
 AH8591  MODELED GRAVITY -    980,620.0   (mgal)                       NAVD 88
 AH8591
 AH8591  VERT ORDER      -  SECOND    CLASS I
 AH8591
 AH8591  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH8591  Type                                         Horiz  Ellip  Dist(km)
 AH8591  -------------------------------------------------------------------
 AH8591  NETWORK                                       1.38   1.20
 AH8591  -------------------------------------------------------------------
 AH8591  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.36   1.16      2.46
 AH8591  -------------------------------------------------------------------
 AH8591  NOTE: Click here for information on individual local accuracy
 AH8591  values and other accuracy information.
 AH8591
 AH8591
 AH8591.The horizontal coordinates were established by GPS observations
 AH8591.and adjusted by the National Geodetic Survey in February 2007.
 AH8591
 AH8591.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8591.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8591
 AH8591.The horizontal coordinates are valid at the epoch date displayed above
 AH8591.which is a decimal equivalence of Year/Month/Day.
 AH8591
 AH8591.The orthometric height was determined by differential leveling and
 AH8591.adjusted in August 2004.
 AH8591
 AH8591.Photographs are available for this station.
 AH8591
 AH8591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8591
 AH8591.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8591
 AH8591.The ellipsoidal height was determined by GPS observations
 AH8591.and is referenced to NAD 83.
 AH8591
 AH8591.The dynamic height is computed by dividing the NAVD 88
 AH8591.geopotential number by the normal gravity value computed on the
 AH8591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8591.degrees latitude (g = 980.6199 gals.).
 AH8591
 AH8591.The modeled gravity was interpolated from observed gravity values.
 AH8591
 AH8591. The following values were computed from the NAD 83(2007) position.
 AH8591
 AH8591;                    North         East     Units Scale Factor Converg.
 AH8591;SPC MN C     -   227,152.949   860,940.558   MT  0.99992771   +0 34 14.1
 AH8591;SPC MN C     -   745,250.97  2,824,602.48   sFT  0.99992771   +0 34 14.1
 AH8591;UTM  15      - 5,109,849.176   464,377.870   MT  0.99961560   -0 19 57.2
 AH8591
 AH8591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8591!SPC MN C     -   0.99994391  x   0.99992771  =   0.99987162
 AH8591!UTM  15      -   0.99994391  x   0.99961560  =   0.99955953
 AH8591
 AH8591:                Primary Azimuth Mark                     Grid Az
 AH8591:SPC MN C     -  4815 C                                   148 02 13.4
 AH8591:UTM  15      -  4815 C                                   148 56 24.7
 AH8591
 AH8591|---------------------------------------------------------------------|
 AH8591| PID    Reference Object                     Distance      Geod. Az  |
 AH8591|                                                           dddmmss.s |
 AH8591| DM5725 4815 C                              APPROX. 1.2 KM 1483627.5 |
 AH8591|---------------------------------------------------------------------|
 AH8591
 AH8591                          SUPERSEDED SURVEY CONTROL
 AH8591
 AH8591  NAD 83(1996)-  46 08 28.63795(N)    093 27 40.38348(W) AD(       ) 1
 AH8591  ELLIP H (03/21/03)  357.878  (m)                       GP(       ) 3 2
 AH8591  NAVD 88 (03/21/03)  385.21   (m)         1263.8    (f) LEVELING    3  
 AH8591
 AH8591.Superseded values are not recommended for survey control.
 AH8591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8591.See file dsdata.txt to determine how the superseded data were derived.
 AH8591
 AH8591_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6437709849(NAD 83)
 AH8591
 AH8591_MARKER: DD = SURVEY DISK
 AH8591_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8591_STAMPING: 4815 B 1995
 AH8591_MARK LOGO: MNDT  
 AH8591_PROJECTION: FLUSH
 AH8591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8591+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2010
 AH8591_ROD/PIPE-DEPTH:  8.2 meters
 AH8591
 AH8591  HISTORY     - Date     Condition        Report By
 AH8591  HISTORY     - 19950904 MONUMENTED       MNDT
 AH8591  HISTORY     - 20001031 GOOD             MNDT
 AH8591  HISTORY     - 20011031 GOOD             MNDT
 AH8591  HISTORY     - 20100428 GOOD             MNDT
 AH8591
 AH8591                          STATION DESCRIPTION
 AH8591
 AH8591'DESCRIBED BY MN DEPT OF TRANSP 1995 (WAS)
 AH8591'THE MARK IS LOCATED AT THE EAST EDGE OF ISLE BY THE MNDOT MAINT SHOP,
 AH8591'194 FT (59.1 M) SSE ALONG TH 47/27 FROM THE JCT OF TH 27 AND TH 47 IN
 AH8591'ISLE, 194 FT (59.1 M) SE OF TH 47, 98.4 FT (30.0 M) NE OF TH 27/47,
 AH8591'22.4 FT (6.8 M) WSW OF A 10 INCH OAK TREE, AND 0.70 FT (21.34 CM) EAST
 AH8591'OF A WITNESS POST.
 AH8591
 AH8591                          STATION RECOVERY (2000)
 AH8591
 AH8591'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AH8591'THE MARK WAS RECOVERED IN GOOD CONDITION.
 AH8591
 AH8591                          STATION RECOVERY (2001)
 AH8591
 AH8591'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 AH8591'NEAR MNDOT HIGHWAY MAINTENANCE SHOP AT EAST SIDE OF ISLE, 194 FT (59.1
 AH8591'M) SSE ALONG TH 47 AND TH 27 FROM JCT OF TH 47 AND TH 27, 194 FT (59.1
 AH8591'M) SE OF TH 47, 98.5 FT (30.0 M) NE OF TH TH 27, 22.4 FT (6.8 M) WSW
 AH8591'OF 10 INCH OAK TREE, 0.7 FT (21.3 CM) EAST OF WIT POST.
 AH8591
 AH8591                          STATION RECOVERY (2010)
 AH8591
 AH8591'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 AH8591'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AH8591'THE MARK IN ISLE, NEAR MINNESOTA DEPARTMENT OF TRANSPORTATION HIGHWAY
 AH8591'MAINTENANCE SHOP, 194.0 FEET SOUTHEAST ALONG TRUNK HIGHWAY 47 FROM
 AH8591'JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27, 98.5 FEET NORTHEAST
 AH8591'OF TRUNK HIGHWAY 47, 0.7 FOOT EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM5725 ***********************************************************************
 DM5725  DESIGNATION -  4815 C
 DM5725  PID         -  DM5725
 DM5725  STATE/COUNTY-  MN/MILLE LACS
 DM5725  COUNTRY     -  US
 DM5725  USGS QUAD   -  ISLE (1968)
 DM5725
 DM5725                         *CURRENT SURVEY CONTROL
 DM5725  ______________________________________________________________________
 DM5725* NAD 83(2007) POSITION- 46 07 55.77034(N) 093 27 11.53618(W)   ADJUSTED  
 DM5725* NAD 83(2007) ELLIP HT-   365.784 (meters)        (02/11/11)   ADJUSTED
 DM5725* NAD 83(2007) EPOCH   -  2002.00
 DM5725* NAVD 88 ORTHO HEIGHT -   393.16   (meters)    1289.9   (feet) LEVELING  
 DM5725  ______________________________________________________________________
 DM5725  GEOID HEIGHT    -        -27.38  (meters)                     GEOID09
 DM5725  NAD 83(2007) X  -   -266,712.777 (meters)                     COMP
 DM5725  NAD 83(2007) Y  - -4,419,955.114 (meters)                     COMP
 DM5725  NAD 83(2007) Z  -  4,575,703.414 (meters)                     COMP
 DM5725  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 DM5725  HORZ ORDER      -  FIRST
 DM5725  VERT ORDER      -  THIRD ?
 DM5725  ELLP ORDER      -  FIRST     CLASS I
 DM5725
 DM5725.The horizontal coordinates were established by GPS observations
 DM5725.and adjusted by the MN DEPT OF TRANSP in February 2011.
 DM5725
 DM5725.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM5725.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM5725
 DM5725.The horizontal coordinates are valid at the epoch date displayed above
 DM5725.which is a decimal equivalence of Year/Month/Day.
 DM5725
 DM5725.The orthometric height was determined by differential leveling.
 DM5725.The vertical network tie was performed by a horz. field party for horz.
 DM5725.obs reductions. Reset procedures were used to establish the elevation.
 DM5725
 DM5725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM5725
 DM5725.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM5725
 DM5725.The ellipsoidal height was determined by GPS observations
 DM5725.and is referenced to NAD 83.
 DM5725
 DM5725. The following values were computed from the NAD 83(2007) position.
 DM5725
 DM5725;                    North         East     Units Scale Factor Converg.
 DM5725;SPC MN C     -   226,144.440   861,569.838   MT  0.99992826   +0 34 35.0
 DM5725;SPC MN C     -   741,942.22  2,826,667.04   sFT  0.99992826   +0 34 35.0
 DM5725;UTM  15      - 5,108,831.192   464,990.984   MT  0.99961507   -0 19 36.3
 DM5725
 DM5725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM5725!SPC MN C     -   0.99994266  x   0.99992826  =   0.99987092
 DM5725!UTM  15      -   0.99994266  x   0.99961507  =   0.99955775
 DM5725
 DM5725:                Primary Azimuth Mark                     Grid Az
 DM5725:SPC MN C     -  4815 B                                   328 02 13.3
 DM5725:UTM  15      -  4815 B                                   328 56 24.6
 DM5725
 DM5725|---------------------------------------------------------------------|
 DM5725| PID    Reference Object                     Distance      Geod. Az  |
 DM5725|                                                           dddmmss.s |
 DM5725| AH8591 4815 B                              APPROX. 1.2 KM 3283648.3 |
 DM5725|---------------------------------------------------------------------|
 DM5725
 DM5725                          SUPERSEDED SURVEY CONTROL
 DM5725
 DM5725.No superseded survey control is available for this station.
 DM5725
 DM5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM6499008831(NAD 83)
 DM5725
 DM5725_MARKER: I = METAL ROD
 DM5725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM5725_STAMPING: 4815 C 2010
 DM5725_MARK LOGO: MNDT  
 DM5725_PROJECTION: FLUSH
 DM5725_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DM5725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5725+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DM5725_ROD/PIPE-DEPTH:  4.6 meters
 DM5725
 DM5725  HISTORY     - Date     Condition        Report By
 DM5725  HISTORY     - 20100413 MONUMENTED       MNDT
 DM5725
 DM5725                          STATION DESCRIPTION
 DM5725
 DM5725'DESCRIBED BY MN DEPT OF TRANSP 2010
 DM5725'THE MARK IS 1.0 MILE SOUTHEAST OF ISLE, 0.7 MILE SOUTHEAST ALONG TRUNK
 DM5725'HIGHWAY 47 FROM JUNCTION OF TRUNK HIGHWAY 47 AND TRUNK HIGHWAY 27 IN
 DM5725'ISLE, AT TRUNK HIGHWAY 47 MILEPOINT 90.4, 70.4 FEET NORTHEAST OF TRUNK
 DM5725'HIGHWAY 47, 64.9 FEET SOUTHEAST OF TORCHLIGHT ROAD, 1.6 FEET SOUTHEAST
 DM5725'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5938 ***********************************************************************
 DF5938  DESIGNATION -  49
 DF5938  PID         -  DF5938
 DF5938  STATE/COUNTY-  MN/PINE
 DF5938  COUNTRY     -  US
 DF5938  USGS QUAD   -  SANDSTONE NORTH (1981)
 DF5938
 DF5938                         *CURRENT SURVEY CONTROL
 DF5938  ______________________________________________________________________
 DF5938* NAD 83(2007) POSITION- 46 07 32.24650(N) 092 52 11.45486(W)   ADJUSTED  
 DF5938* NAD 83(2007) ELLIP HT-   298.906 (meters)        (09/09/09)   ADJUSTED
 DF5938* NAD 83(2007) EPOCH   -  2002.00
 DF5938* NAVD 88 ORTHO HEIGHT -   326.31   (meters)    1070.6   (feet) LEVELING  
 DF5938  ______________________________________________________________________
 DF5938  NAD 83(2007) X  -   -221,721.935 (meters)                     COMP
 DF5938  NAD 83(2007) Y  - -4,422,918.195 (meters)                     COMP
 DF5938  NAD 83(2007) Z  -  4,575,151.805 (meters)                     COMP
 DF5938  LAPLACE CORR    -          5.29  (seconds)                    DEFLEC09
 DF5938  GEOID HEIGHT    -        -27.40  (meters)                     GEOID09
 DF5938  HORZ ORDER      -  FIRST
 DF5938  VERT ORDER      -  THIRD ?
 DF5938  ELLP ORDER      -  THIRD     CLASS I
 DF5938
 DF5938.The horizontal coordinates were established by GPS observations
 DF5938.and adjusted by the MN DEPT OF TRANSP in September 2009.
 DF5938
 DF5938.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5938.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5938
 DF5938.The horizontal coordinates are valid at the epoch date displayed above
 DF5938.which is a decimal equivalence of Year/Month/Day.
 DF5938
 DF5938.The orthometric height was determined by differential leveling.
 DF5938.The vertical network tie was performed by a horz. field party for horz.
 DF5938.obs reductions. Reset procedures were used to establish the elevation.
 DF5938
 DF5938.Photographs are available for this station.
 DF5938
 DF5938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5938
 DF5938.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5938
 DF5938.The ellipsoidal height was determined by GPS observations
 DF5938.and is referenced to NAD 83.
 DF5938
 DF5938. The following values were computed from the NAD 83(2007) position.
 DF5938
 DF5938;                    North         East     Units Scale Factor Converg.
 DF5938;SPC MN C     -   226,037.739   906,655.867   MT  0.99992866   +0 59 54.2
 DF5938;SPC MN C     -   741,592.15  2,974,586.79   sFT  0.99992866   +0 59 54.2
 DF5938;UTM  15      - 5,108,013.570   510,055.094   MT  0.99960124   +0 05 37.8
 DF5938
 DF5938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5938!SPC MN C     -   0.99995314  x   0.99992866  =   0.99988181
 DF5938!UTM  15      -   0.99995314  x   0.99960124  =   0.99955440
 DF5938
 DF5938                          SUPERSEDED SURVEY CONTROL
 DF5938
 DF5938  NAD 83(2007)-  46 07 32.24694(N)    092 52 11.45572(W) AD(       ) 0
 DF5938  ELLIP H (02/10/07)  298.906  (m)                       GP(       )    
 DF5938  NAD 83(1996)-  46 07 32.24689(N)    092 52 11.45542(W) AD(       ) 1
 DF5938  ELLIP H (05/27/03)  298.949  (m)                       GP(       ) 3 1
 DF5938  NAVD 88 (09/09/09)  326.3    (m)  GEOID03 model used   GPS OBS        
 DF5938  NAVD 88 (05/27/03)  326.3    (m)  GEOID99 model used   GPS OBS        
 DF5938
 DF5938.Superseded values are not recommended for survey control.
 DF5938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5938.See file dsdata.txt to determine how the superseded data were derived.
 DF5938
 DF5938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1005508013(NAD 83)
 DF5938
 DF5938_MARKER: DD = SURVEY DISK
 DF5938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5938_STAMPING: NO 49
 DF5938_MARK LOGO: MN-115
 DF5938_PROJECTION: FLUSH
 DF5938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5938+STABILITY: SURFACE MOTION
 DF5938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5938+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DF5938
 DF5938  HISTORY     - Date     Condition        Report By
 DF5938  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5938  HISTORY     - 20081120 GOOD             MNDT
 DF5938  HISTORY     - 20090616 GOOD             MNDT
 DF5938
 DF5938                          STATION DESCRIPTION
 DF5938
 DF5938'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5938'AT SANDSTONE, AT SCHOOL BALLFIELD PARKING LOT, 100 FT (30.5 M) EAST OF
 DF5938'MAIN ST, 35 FT (10.7 M) SOUTH OF MINNESOTA ST, 2 FT (0.6 M) WEST OF
 DF5938'GUARD POST, 2 FT (0.6 M) EAST OF WIT POST.
 DF5938
 DF5938                          STATION RECOVERY (2008)
 DF5938
 DF5938'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5938'THE MARK IS AT SANDSTONE, FROM INTERSECTION OF MAIN STREET SOUTH AND
 DF5938'MINNESOTA STREET, 100.0 FEET EAST ALONG MINNESOTA STREET, 35.0 FEET
 DF5938'SOUTH OF MINNESOTA STREET, 53.5 FEET WEST OF ENTRANCE, 23.0 FEET
 DF5938'EAST-NORTHEAST OF LIGHT POLE, 4.7 FEET NORTH OF BACK OF CURB, 2.0 FEET
 DF5938'SOUTH OF WITNESS POST.
 DF5938
 DF5938                          STATION RECOVERY (2009)
 DF5938
 DF5938'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF5938'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5938'THE MARK IS AT SANDSTONE, FROM INTERSECTION OF MAIN STREET SOUTH AND
 DF5938'MINNESOTA STREET, 100.0 FEET EAST ALONG MINNESOTA STREET, 35.0 FEET
 DF5938'SOUTH OF MINNESOTA STREET, 53.5 FEET WEST OF ENTRANCE, 23.0 FEET
 DF5938'EAST-NORTHEAST OF LIGHT POLE, 4.7 FEET NORTH OF BACK OF CURB, 2.0 FEET
 DF5938'SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5412 ***********************************************************************
 DG5412  DESIGNATION -  49 DRL
 DG5412  PID         -  DG5412
 DG5412  STATE/COUNTY-  MN/TODD
 DG5412  COUNTRY     -  US
 DG5412  USGS QUAD   -  LONG PRAIRIE (1977)
 DG5412
 DG5412                         *CURRENT SURVEY CONTROL
 DG5412  ______________________________________________________________________
 DG5412* NAD 83(2007) POSITION- 45 59 28.45392(N) 094 45 06.94085(W)   ADJUSTED  
 DG5412* NAD 83(2007) ELLIP HT-   394.338 (meters)        (02/10/07)   ADJUSTED
 DG5412* NAD 83(2007) EPOCH   -  2002.00
 DG5412* NAVD 88 ORTHO HEIGHT -   421.0    (meters)    1381.    (feet) GPS OBS   
 DG5412  ______________________________________________________________________
 DG5412  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DG5412  GEOID HEIGHT    -        -26.66  (meters)                     GEOID99
 DG5412  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DG5412  NAD 83(2007) X  -   -367,758.903 (meters)                     COMP
 DG5412  NAD 83(2007) Y  - -4,424,035.543 (meters)                     COMP
 DG5412  NAD 83(2007) Z  -  4,564,854.514 (meters)                     COMP
 DG5412  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC09
 DG5412
 DG5412  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5412  Type                                         Horiz  Ellip  Dist(km)
 DG5412  -------------------------------------------------------------------
 DG5412  NETWORK                                       1.81   2.70
 DG5412  -------------------------------------------------------------------
 DG5412  MEDIAN LOCAL ACCURACY AND DIST (006 points)   1.78   2.68      9.21
 DG5412  -------------------------------------------------------------------
 DG5412  NOTE: Click here for information on individual local accuracy
 DG5412  values and other accuracy information.
 DG5412
 DG5412
 DG5412.The horizontal coordinates were established by GPS observations
 DG5412.and adjusted by the National Geodetic Survey in February 2007.
 DG5412
 DG5412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5412.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5412
 DG5412.The horizontal coordinates are valid at the epoch date displayed above
 DG5412.which is a decimal equivalence of Year/Month/Day.
 DG5412
 DG5412.The orthometric height was determined by GPS observations and a
 DG5412.high-resolution geoid model.
 DG5412
 DG5412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5412
 DG5412.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5412
 DG5412.The ellipsoidal height was determined by GPS observations
 DG5412.and is referenced to NAD 83.
 DG5412
 DG5412. The following values were computed from the NAD 83(2007) position.
 DG5412
 DG5412;                    North         East     Units Scale Factor Converg.
 DG5412;SPC MN C     -   210,295.241   761,115.460   MT  0.99993992   -0 21 47.1
 DG5412;SPC MN C     -   689,943.64  2,497,092.97   sFT  0.99993992   -0 21 47.1
 DG5412;UTM  15      - 5,094,566.011   364,323.448   MT  0.99982630   -1 15 36.9
 DG5412
 DG5412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5412!SPC MN C     -   0.99993818  x   0.99993992  =   0.99987811
 DG5412!UTM  15      -   0.99993818  x   0.99982630  =   0.99976449
 DG5412
 DG5412                          SUPERSEDED SURVEY CONTROL
 DG5412
 DG5412  NAD 83(1996)-  45 59 28.45364(N)    094 45 06.94041(W) AD(       ) 1
 DG5412  ELLIP H (05/07/04)  394.373  (m)                       GP(       ) 4 1
 DG5412
 DG5412.Superseded values are not recommended for survey control.
 DG5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5412.See file dsdata.txt to determine how the superseded data were derived.
 DG5412
 DG5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL6432394566(NAD 83)
 DG5412
 DG5412_MARKER: S = SPIKE
 DG5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5412_STAMPING: 49 DRL
 DG5412_MARK LOGO: USGS  
 DG5412_PROJECTION: RECESSED 5 CENTIMETERS
 DG5412_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DG5412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5412+STABILITY: SURFACE MOTION
 DG5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5412+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG5412
 DG5412  HISTORY     - Date     Condition        Report By
 DG5412  HISTORY     - 1965     MONUMENTED       USGS
 DG5412  HISTORY     - 2003     GOOD             MNDT
 DG5412
 DG5412                          STATION DESCRIPTION
 DG5412
 DG5412'DESCRIBED BY MN DEPT OF TRANSP 2003 (MPP)
 DG5412'1 MI NORTH AND 5 MI EAST OF LONG PRAIRIE, 5.5 MI EAST OF LONG PRAIRIE,
 DG5412'5.5 MI EAST ALONG TH 27  FROM THE JCT OF TH 27 AND TH 71 IN LONG
 DG5412'PRAIRIE, TO TH 77 MP 116.85, THEN 1.0 MI NORTH ON  295TH AVE, 37 FT
 DG5412'NORTH OF T-RD SOUTH, 31.5 FT NORTH OF 250TH ST, 3 FT SW OF, 2.0 FT
 DG5412'WEST OF  EXTENDED CENTERLINE OF 295TH AVE, 1.0 FT SOUTH OF WIT POST,
 DG5412'MAGNETIC, SUITABLE FOR  GPSWIT SIGN
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5940 ***********************************************************************
 DF5940  DESIGNATION -  49 RC
 DF5940  PID         -  DF5940
 DF5940  STATE/COUNTY-  MN/PINE
 DF5940  COUNTRY     -  US
 DF5940  USGS QUAD   -  ASKOV LOOKOUT TOWER (1981)
 DF5940
 DF5940                         *CURRENT SURVEY CONTROL
 DF5940  ______________________________________________________________________
 DF5940* NAD 83(2007) POSITION- 46 10 59.13968(N) 092 44 27.63967(W)   ADJUSTED  
 DF5940* NAD 83(2007) ELLIP HT-   320.607 (meters)        (02/10/07)   ADJUSTED
 DF5940* NAD 83(2007) EPOCH   -  2002.00
 DF5940* NAVD 88 ORTHO HEIGHT -   347.887  (meters)    1141.36  (feet) ADJUSTED  
 DF5940  ______________________________________________________________________
 DF5940  NAD 83(2007) X  -   -211,556.223 (meters)                     COMP
 DF5940  NAD 83(2007) Y  - -4,418,818.513 (meters)                     COMP
 DF5940  NAD 83(2007) Z  -  4,579,592.806 (meters)                     COMP
 DF5940  LAPLACE CORR    -          6.21  (seconds)                    DEFLEC09
 DF5940  GEOID HEIGHT    -        -27.29  (meters)                     GEOID09
 DF5940  DYNAMIC HEIGHT  -        347.899 (meters)     1141.40  (feet) COMP
 DF5940  MODELED GRAVITY -    980,641.1   (mgal)                       NAVD 88
 DF5940
 DF5940  VERT ORDER      -  SECOND    CLASS I
 DF5940
 DF5940  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5940  Type                                         Horiz  Ellip  Dist(km)
 DF5940  -------------------------------------------------------------------
 DF5940  NETWORK                                       0.99   0.69
 DF5940  -------------------------------------------------------------------
 DF5940  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.01   0.64      8.85
 DF5940  -------------------------------------------------------------------
 DF5940  NOTE: Click here for information on individual local accuracy
 DF5940  values and other accuracy information.
 DF5940
 DF5940
 DF5940.The horizontal coordinates were established by GPS observations
 DF5940.and adjusted by the National Geodetic Survey in February 2007.
 DF5940
 DF5940.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5940.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5940
 DF5940.The horizontal coordinates are valid at the epoch date displayed above
 DF5940.which is a decimal equivalence of Year/Month/Day.
 DF5940
 DF5940.The orthometric height was determined by differential leveling and
 DF5940.adjusted in January 2012.
 DF5940
 DF5940.No vertical observational check was made to the station.
 DF5940
 DF5940.Photographs are available for this station.
 DF5940
 DF5940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5940
 DF5940.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5940
 DF5940.The ellipsoidal height was determined by GPS observations
 DF5940.and is referenced to NAD 83.
 DF5940
 DF5940.The dynamic height is computed by dividing the NAVD 88
 DF5940.geopotential number by the normal gravity value computed on the
 DF5940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5940.degrees latitude (g = 980.6199 gals.).
 DF5940
 DF5940.The modeled gravity was interpolated from observed gravity values.
 DF5940
 DF5940. The following values were computed from the NAD 83(2007) position.
 DF5940
 DF5940;                    North         East     Units Scale Factor Converg.
 DF5940;SPC MN C     -   232,605.777   916,489.384   MT  0.99992552   +1 05 29.7
 DF5940;SPC MN C     -   763,140.79  3,006,848.92   sFT  0.99992552   +1 05 29.7
 DF5940;UTM  15      - 5,114,423.454   519,987.864   MT  0.99960491   +0 11 12.8
 DF5940
 DF5940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5940!SPC MN C     -   0.99994974  x   0.99992552  =   0.99987527
 DF5940!UTM  15      -   0.99994974  x   0.99960491  =   0.99955467
 DF5940
 DF5940                          SUPERSEDED SURVEY CONTROL
 DF5940
 DF5940  NAD 83(1996)-  46 10 59.13959(N)    092 44 27.63938(W) AD(       ) 1
 DF5940  ELLIP H (05/27/03)  320.649  (m)                       GP(       ) 3 1
 DF5940  NAVD 88 (02/02/10)  347.89   (m)         1141.4    (f) LEVELING    3  
 DF5940  NAVD 88 (09/09/09)  347.9    (m)  GEOID03 model used   GPS OBS        
 DF5940  NAVD 88 (05/27/03)  347.9    (m)  GEOID99 model used   GPS OBS        
 DF5940
 DF5940.Superseded values are not recommended for survey control.
 DF5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5940.See file dsdata.txt to determine how the superseded data were derived.
 DF5940
 DF5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1998714423(NAD 83)
 DF5940
 DF5940_MARKER: DB = BENCH MARK DISK
 DF5940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5940_STAMPING: 49 RC 1954
 DF5940_MARK LOGO: USGS  
 DF5940_PROJECTION: FLUSH
 DF5940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5940+STABILITY: SURFACE MOTION
 DF5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5940+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DF5940
 DF5940  HISTORY     - Date     Condition        Report By
 DF5940  HISTORY     - 19540401 MONUMENTED       USGS
 DF5940  HISTORY     - 20000412 GOOD             MNDT
 DF5940  HISTORY     - 20070709 GOOD             MNDT
 DF5940  HISTORY     - 20081009 GOOD             MNDT
 DF5940  HISTORY     - 20090616 GOOD             MNDT
 DF5940
 DF5940                          STATION DESCRIPTION
 DF5940
 DF5940'DESCRIBED BY MN DEPT OF TRANSP 2000 (DGH)
 DF5940'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) ESE OF ASKOV, 0.25 MI (0.40 KM)
 DF5940'SOUTH OF CO RD 32, 29 FT (8.8 M) WEST OF CO RD 21, 13 FT (4.0 M) NORTH
 DF5940'OF DRIVEWAY, 1 FT (0.3 M) EAST OF WIT POST.
 DF5940
 DF5940                          STATION RECOVERY (2007)
 DF5940
 DF5940'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JBG)
 DF5940'RECOVERED AS DESCRIBED.
 DF5940
 DF5940                          STATION RECOVERY (2008)
 DF5940
 DF5940'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DF5940'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5940'THE MARK IS 0.5 MILE SOUTH AND 1.5 MILES EAST OF ASKOV ON COUNTY ROAD
 DF5940'32, 0.25 MILE SOUTH ON COUNTY ROAD 21 FROM JUNCTION OF COUNTY ROAD 21
 DF5940'(SOUTH) AND COUNTY ROAD 32 (EAST-WEST), 29 FEET WEST OF COUNTY ROAD
 DF5940'21, 13 FEET NORTH OF FIELD ENTRANCE WEST, 1.0 FOOT EAST OF WITNESS
 DF5940'POST.
 DF5940
 DF5940                          STATION RECOVERY (2009)
 DF5940
 DF5940'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (DKH)
 DF5940'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5940'THE MARK IS 0.5 MILE SOUTH AND 1.5 MILES EAST OF ASKOV ON COUNTY ROAD
 DF5940'32, 0.25 MILE SOUTH ON COUNTY ROAD 21 FROM JUNCTION OF COUNTY ROAD 21
 DF5940'(SOUTH) AND COUNTY ROAD 32 (EAST-WEST), 29 FEET WEST OF COUNTY ROAD
 DF5940'21, 13 FEET NORTH OF FIELD ENTRANCE WEST, 1.0 FOOT EAST OF WITNESS
 DF5940'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0140 ***********************************************************************
 OO0140  DESIGNATION -  49 RDS
 OO0140  PID         -  OO0140
 OO0140  STATE/COUNTY-  MN/OLMSTED
 OO0140  COUNTRY     -  US
 OO0140  USGS QUAD   -  MARION (1974)
 OO0140
 OO0140                         *CURRENT SURVEY CONTROL
 OO0140  ______________________________________________________________________
 OO0140* NAD 83(1986) POSITION- 43 56 56.     (N) 092 20 18.     (W)   SCALED    
 OO0140* NAVD 88 ORTHO HEIGHT -   358.226  (meters)    1175.28  (feet) ADJUSTED  
 OO0140  ______________________________________________________________________
 OO0140  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 OO0140  DYNAMIC HEIGHT  -        358.158 (meters)     1175.06  (feet) COMP
 OO0140  MODELED GRAVITY -    980,418.7   (mgal)                       NAVD 88
 OO0140
 OO0140  VERT ORDER      -  SECOND    CLASS 0
 OO0140
 OO0140.The horizontal coordinates were scaled from a topographic map and have
 OO0140.an estimated accuracy of +/- 6 seconds.
 OO0140.
 OO0140.The orthometric height was determined by differential leveling and
 OO0140.adjusted in June 1991.
 OO0140
 OO0140.The dynamic height is computed by dividing the NAVD 88
 OO0140.geopotential number by the normal gravity value computed on the
 OO0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0140.degrees latitude (g = 980.6199 gals.).
 OO0140
 OO0140.The modeled gravity was interpolated from observed gravity values.
 OO0140
 OO0140;                    North         East    Units  Estimated Accuracy
 OO0140;SPC MN S     -   206,790.      933,380.      MT  (+/- 180 meters Scaled)
 OO0140
 OO0140                          SUPERSEDED SURVEY CONTROL
 OO0140
 OO0140  NGVD 29 (??/??/92)  358.212  (m)         1175.23   (f) ADJ UNCH    2 0
 OO0140
 OO0140.Superseded values are not recommended for survey control.
 OO0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0140.See file dsdata.txt to determine how the superseded data were derived.
 OO0140
 OO0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ530664(NAD 83)
 OO0140
 OO0140_MARKER: DD = SURVEY DISK
 OO0140_SETTING: 0 = UNSPECIFIED SETTING
 OO0140_STAMPING: 49RDS
 OO0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0140
 OO0140  HISTORY     - Date     Condition        Report By
 OO0140  HISTORY     - UNK      MONUMENTED       MNDT
 OO0140  HISTORY     - 1970     GOOD             MNDT
 OO0140
 OO0140                          STATION DESCRIPTION
 OO0140
 OO0140'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0140'0.6 MI NE FROM MARION.
 OO0140'MARK IS LOCATED ABOUT 0.4 MILES SOUTH OF FAI 90, 285 FEET SOUTH OF A
 OO0140'PRIVATE DRIVE EAST, 30 FEET WEST OF A TOWNSHIP ROAD.  SE 1/4 SECTION
 OO0140'26, T 106N, R 13W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0118 ***********************************************************************
 QP0118  DESIGNATION -  4901 H
 QP0118  PID         -  QP0118
 QP0118  STATE/COUNTY-  MN/MORRISON
 QP0118  COUNTRY     -  US
 QP0118  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0118
 QP0118                         *CURRENT SURVEY CONTROL
 QP0118  ______________________________________________________________________
 QP0118* NAD 83(1986) POSITION- 45 56 38.2    (N) 094 21 20.7    (W)   HD_HELD2  
 QP0118* NAVD 88 ORTHO HEIGHT -   346.565  (meters)    1137.02  (feet) ADJUSTED  
 QP0118  ______________________________________________________________________
 QP0118  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 QP0118  DYNAMIC HEIGHT  -        346.572 (meters)     1137.05  (feet) COMP
 QP0118  MODELED GRAVITY -    980,626.7   (mgal)                       NAVD 88
 QP0118
 QP0118  VERT ORDER      -  FIRST     CLASS I
 QP0118
 QP0118.The horizontal coordinates were established by autonomous hand held GPS
 QP0118.observations and have an estimated accuracy of +/- 10 meters.
 QP0118.
 QP0118.The orthometric height was determined by differential leveling and
 QP0118.adjusted in June 1991.
 QP0118
 QP0118.The dynamic height is computed by dividing the NAVD 88
 QP0118.geopotential number by the normal gravity value computed on the
 QP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0118.degrees latitude (g = 980.6199 gals.).
 QP0118
 QP0118.The modeled gravity was interpolated from observed gravity values.
 QP0118
 QP0118;                    North         East    Units  Estimated Accuracy
 QP0118;SPC MN C     -   204,921.      791,800.      MT  (+/- 10 meters HH2 GPS)
 QP0118
 QP0118                          SUPERSEDED SURVEY CONTROL
 QP0118
 QP0118  NGVD 29 (??/??/92)  346.428  (m)         1136.57   (f) ADJ UNCH    1 1
 QP0118
 QP0118.Superseded values are not recommended for survey control.
 QP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0118.See file dsdata.txt to determine how the superseded data were derived.
 QP0118
 QP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9491588712(NAD 83)
 QP0118
 QP0118_MARKER: DB = BENCH MARK DISK
 QP0118_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0118_SP_SET: BRIDGE ABUTMENT
 QP0118_STAMPING: 4901 H 1973
 QP0118_MARK LOGO: MNHD  
 QP0118_PROJECTION: FLUSH
 QP0118_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0118+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 QP0118
 QP0118  HISTORY     - Date     Condition        Report By
 QP0118  HISTORY     - 1973     MONUMENTED       MNHD
 QP0118  HISTORY     - 1976     GOOD             NGS
 QP0118  HISTORY     - 19930805 GOOD             MNDT
 QP0118  HISTORY     - 20001019 GOOD             MNDT
 QP0118  HISTORY     - 20060530 GOOD             MNDT
 QP0118
 QP0118                          STATION DESCRIPTION
 QP0118
 QP0118'DESCRIBED BY MN HIGHWAY DEPT 1973
 QP0118'1.5 MI S FROM LITTLE FALLS.
 QP0118'THE MARK IS APPROXIMATELY 2.6 MILES SOUTH ALONG TRUNK HIGHWAY 10 FROM
 QP0118'THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 371 (FIRST STREET AND
 QP0118'BROADWAY AVENUE EAST) IN LITTLE FALLS.  IT IS SET IN A DRILL HOLE IN
 QP0118'THE SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 49004 (NORTHBOUND TRUNK
 QP0118'HIGHWAY 10 RAMP TO OLD TRUNK HIGHWAY 10 AND LITTLE FALLS BUSINESS
 QP0118'DISTRICT, OVER TRUNK HIGHWAY 10 BY-PASS).  IT IS 15 FEET SOUTHWEST OF
 QP0118'THE CENTERLINE OF THE RAMP AND IS 0.5 FOOT ABOVE THE LEVEL OF THE
 QP0118'ROADWAY.  SW 1/4 SECTION 20, T 40N, R 32W.
 QP0118
 QP0118                          STATION RECOVERY (1976)
 QP0118
 QP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0118'2.4 MILES SOUTH ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF STATE
 QP0118'HIGHWAY 27, AT THE U.S. HIGHWAY 10 OVERPASS OVER STATE HIGHWAY 371,
 QP0118'15 FT. SOUTHWEST OF THE CENTER LINE OF THE NORTH BOUND LANES OF U.S.
 QP0118'HIGHWAY 10, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 QP0118'ABUTMENT OF THE OVERPASS, 1.1 FT. NORTHEAST OF THE SOUTHWEST END OF
 QP0118'THE ABUTMENT.
 QP0118
 QP0118                          STATION RECOVERY (1993)
 QP0118
 QP0118'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 QP0118'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS AT TH 27 MP 147.95.
 QP0118
 QP0118                          STATION RECOVERY (2000)
 QP0118
 QP0118'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0118'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP0118
 QP0118                          STATION RECOVERY (2006)
 QP0118
 QP0118'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WAS)
 QP0118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0119 ***********************************************************************
 QP0119  DESIGNATION -  4901 J
 QP0119  PID         -  QP0119
 QP0119  STATE/COUNTY-  MN/MORRISON
 QP0119  COUNTRY     -  US
 QP0119  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0119
 QP0119                         *CURRENT SURVEY CONTROL
 QP0119  ______________________________________________________________________
 QP0119* NAD 83(2007) POSITION- 45 57 20.36026(N) 094 21 44.93017(W)   ADJUSTED  
 QP0119* NAD 83(2007) ELLIP HT-   311.842 (meters)        (02/10/07)   ADJUSTED
 QP0119* NAD 83(2007) EPOCH   -  2002.00
 QP0119* NAVD 88 ORTHO HEIGHT -   338.458  (meters)    1110.42  (feet) ADJUSTED  
 QP0119  ______________________________________________________________________
 QP0119  NAD 83(2007) X  -   -337,891.809 (meters)                     COMP
 QP0119  NAD 83(2007) Y  - -4,429,211.443 (meters)                     COMP
 QP0119  NAD 83(2007) Z  -  4,562,046.409 (meters)                     COMP
 QP0119  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC09
 QP0119  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 QP0119  DYNAMIC HEIGHT  -        338.466 (meters)     1110.45  (feet) COMP
 QP0119  MODELED GRAVITY -    980,627.9   (mgal)                       NAVD 88
 QP0119
 QP0119  VERT ORDER      -  FIRST     CLASS I
 QP0119
 QP0119  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 QP0119  Type                                         Horiz  Ellip  Dist(km)
 QP0119  -------------------------------------------------------------------
 QP0119  NETWORK                                       0.37   0.43
 QP0119  -------------------------------------------------------------------
 QP0119  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.49   0.40      3.66
 QP0119  -------------------------------------------------------------------
 QP0119  NOTE: Click here for information on individual local accuracy
 QP0119  values and other accuracy information.
 QP0119
 QP0119
 QP0119.The horizontal coordinates were established by GPS observations
 QP0119.and adjusted by the National Geodetic Survey in February 2007.
 QP0119
 QP0119.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QP0119.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QP0119
 QP0119.The horizontal coordinates are valid at the epoch date displayed above
 QP0119.which is a decimal equivalence of Year/Month/Day.
 QP0119
 QP0119.The orthometric height was determined by differential leveling and
 QP0119.adjusted in June 1991.
 QP0119
 QP0119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QP0119
 QP0119.The Laplace correction was computed from DEFLEC09 derived deflections.
 QP0119
 QP0119.The ellipsoidal height was determined by GPS observations
 QP0119.and is referenced to NAD 83.
 QP0119
 QP0119.The dynamic height is computed by dividing the NAVD 88
 QP0119.geopotential number by the normal gravity value computed on the
 QP0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0119.degrees latitude (g = 980.6199 gals.).
 QP0119
 QP0119.The modeled gravity was interpolated from observed gravity values.
 QP0119
 QP0119. The following values were computed from the NAD 83(2007) position.
 QP0119
 QP0119;                    North         East     Units Scale Factor Converg.
 QP0119;SPC MN C     -   206,223.534   791,280.416   MT  0.99994381   -0 04 52.9
 QP0119;SPC MN C     -   676,585.04  2,596,059.16   sFT  0.99994381   -0 04 52.9
 QP0119;UTM  15      - 5,090,023.002   394,416.044   MT  0.99973705   -0 58 46.0
 QP0119
 QP0119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QP0119!SPC MN C     -   0.99995112  x   0.99994381  =   0.99989493
 QP0119!UTM  15      -   0.99995112  x   0.99973705  =   0.99968818
 QP0119
 QP0119                          SUPERSEDED SURVEY CONTROL
 QP0119
 QP0119  NAD 83(1996)-  45 57 20.36009(N)    094 21 44.92955(W) AD(       ) 1
 QP0119  ELLIP H (07/29/03)  311.891  (m)                       GP(       ) 4 1
 QP0119  NAVD 88 (07/29/03)  338.46   (m)         1110.4    (f) LEVELING    3  
 QP0119  NGVD 29 (??/??/92)  338.318  (m)         1109.96   (f) ADJ UNCH    1 1
 QP0119
 QP0119.Superseded values are not recommended for survey control.
 QP0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0119.See file dsdata.txt to determine how the superseded data were derived.
 QP0119
 QP0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9441690023(NAD 83)
 QP0119
 QP0119_MARKER: DB = BENCH MARK DISK
 QP0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QP0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QP0119_STAMPING: 4901 J 1973
 QP0119_MARK LOGO: MNHD  
 QP0119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QP0119+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2003
 QP0119
 QP0119  HISTORY     - Date     Condition        Report By
 QP0119  HISTORY     - 1973     MONUMENTED       MNDT
 QP0119  HISTORY     - 1976     GOOD             NGS
 QP0119  HISTORY     - 20001010 GOOD             MNDT
 QP0119  HISTORY     - 20030506 GOOD             MNDT
 QP0119
 QP0119                          STATION DESCRIPTION
 QP0119
 QP0119'DESCRIBED BY MN DEPT OF TRANSP 1973
 QP0119'0.5 MI S FROM LITTLE FALLS.
 QP0119'THE MARK IS 1.6 MILES SOUTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION
 QP0119'OF TRUNK HIGHWAY 10, 27 AND 371 (EAST BROADWAY AVENUE AND 1ST STREET)
 QP0119'IN LITTLE FALLS.  IT IS 47 FEET EAST OF TRUNK HIGHWAY 10 NORTHBOUND
 QP0119'CENTERLINE, 125 FEET NORTH OF THE CENTER OF T ROAD EAST (TOWNSHIP
 QP0119'ROAD), 32 FEET WEST OF WEST FACE OF 1 STORY SHOWROOM BUILDING
 QP0119'(LIGHTHOUSE FORD) AND 219 FEET SOUTH OF TRUNK HIGHWAY 10 MILEPOST
 QP0119'NUMBER 147.  THE MARK IS SET IN THE TOP OF A CONCRETE POST THAT IS
 QP0119'FLUSH WITH THE GROUND AND IS 0.5 FEET WEST OF A STEEL WITNESS POST. IT
 QP0119'IS ABOUT LEVEL WITH TRUNK HIGHWAY 10.  SW SECTION 17, T 40N, R 32W.
 QP0119
 QP0119                          STATION RECOVERY (1976)
 QP0119
 QP0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QP0119'1.5 MILES SOUTH ALONG U.S. HIGHWAY 10 (FIRST STREET SOUTHEAST) FROM
 QP0119'THE JUNCTION OF STATE HIGHWAY 27 (BROADWAY EAST), AT THE JUNCTION OF
 QP0119'AN ASPHALT ROAD LEADING EAST, 47 FT. EAST OF THE CENTER LINE OF THE
 QP0119'EAST HIGHWAY LANES, 219 FT. SOUTH OF HIGHWAY MILEPOST 147, 125.5 FT.
 QP0119'NORTH OF THE CENTER LINE OF THE ROAD, 35.2 FT. WEST OF THE NORTHWEST
 QP0119'CORNER OF THE SHOWROOM OF THE LIGHTHOUSE FORD BUILDING, 30 FT. SOUTH
 QP0119'OF A POWER LINE POLE, 6 FT. SOUTH OF A STEEL POST BEARING A LIGHT,
 QP0119'L FT. NORTH OF A HIGHWAY RW SIIGN POST.
 QP0119
 QP0119                          STATION RECOVERY (2000)
 QP0119
 QP0119'RECOVERY NOTE BY MN DEPT OF TRANSP 2000
 QP0119'RECOVERED SOUTH OF LITTLE FALLS, 1.5 MI (2.4 KM) SOUTH OF TH 27 AT JCT
 QP0119'OF CO RD 76 (OLD TH 10) AND ROAD TO EAST, 47 FT (14.3 M) EAST OF NB CO
 QP0119'RD 76, 125.5 FT (38.3 M) NORTH OF BIT RD, 35.2 FT (10.7 M) WEST OF NW
 QP0119'CORNER OF BUILDING, 30 FT (9.1 M) SOUTH OF P-POLE, 5 FT (1.5 M) SOUTH
 QP0119'OF LIGHT POST, 1.0 FT (0.3 M) WEST OF WIT POST.
 QP0119
 QP0119                          STATION RECOVERY (2003)
 QP0119
 QP0119'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (RAS)
 QP0119'THE MARK WAS RECOVERED 1.5 MI (2.4 KM) SOUTH OF JCT OF CO RD 76 AND TH
 QP0119'27 IN LITTLE FALLS, 47 FT (14.3 M) EAST OF NB CO RD 76, 125.5 FT (38.3
 QP0119'M) NORTH OF 133RD ST, 35.2 FT (10.7 M) WEST OF NW CORNER OF BUILDING,
 QP0119'30 FT (9.1 M) SOUTH OF P-POLE, 5 FT (1.5 M) SOUTH OF LIGHT POST, 1 FT
 QP0119'(0.3 M) WEST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0122 ***********************************************************************
 QP0122  DESIGNATION -  4901 K
 QP0122  PID         -  QP0122
 QP0122  STATE/COUNTY-  MN/MORRISON
 QP0122  COUNTRY     -  US
 QP0122  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0122
 QP0122                         *CURRENT SURVEY CONTROL
 QP0122  ______________________________________________________________________
 QP0122* NAD 83(1986) POSITION- 45 57 47.5    (N) 094 21 18.5    (W)   HD_HELD2  
 QP0122* NAVD 88 ORTHO HEIGHT -   347.866  (meters)    1141.29  (feet) ADJUSTED  
 QP0122  ______________________________________________________________________
 QP0122  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 QP0122  DYNAMIC HEIGHT  -        347.874 (meters)     1141.32  (feet) COMP
 QP0122  MODELED GRAVITY -    980,628.9   (mgal)                       NAVD 88
 QP0122
 QP0122  VERT ORDER      -  SECOND    CLASS I
 QP0122
 QP0122.The horizontal coordinates were established by autonomous hand held GPS
 QP0122.observations and have an estimated accuracy of +/- 10 meters.
 QP0122.
 QP0122.The orthometric height was determined by differential leveling and
 QP0122.adjusted in June 1991.
 QP0122
 QP0122.Photographs are available for this station.
 QP0122
 QP0122.The dynamic height is computed by dividing the NAVD 88
 QP0122.geopotential number by the normal gravity value computed on the
 QP0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0122.degrees latitude (g = 980.6199 gals.).
 QP0122
 QP0122.The modeled gravity was interpolated from observed gravity values.
 QP0122
 QP0122;                    North         East    Units  Estimated Accuracy
 QP0122;SPC MN C     -   207,061.      791,851.      MT  (+/- 10 meters HH2 GPS)
 QP0122
 QP0122                          SUPERSEDED SURVEY CONTROL
 QP0122
 QP0122  NGVD 29 (??/??/92)  347.703  (m)         1140.76   (f) ADJ UNCH    2 0
 QP0122
 QP0122.Superseded values are not recommended for survey control.
 QP0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0122.See file dsdata.txt to determine how the superseded data were derived.
 QP0122
 QP0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9499990850(NAD 83)
 QP0122
 QP0122_MARKER: DB = BENCH MARK DISK
 QP0122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0122_SP_SET: BRIDGE ABUTMENT
 QP0122_STAMPING: 4901 K 1973
 QP0122_MARK LOGO: MNHD  
 QP0122_PROJECTION: FLUSH
 QP0122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0122+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 QP0122
 QP0122  HISTORY     - Date     Condition        Report By
 QP0122  HISTORY     - 1973     MONUMENTED       MNHD
 QP0122  HISTORY     - 19930805 GOOD             MNDT
 QP0122  HISTORY     - 20001019 GOOD             MNDT
 QP0122  HISTORY     - 20040921 GOOD             USPSQD
 QP0122  HISTORY     - 20060530 GOOD             MNDT
 QP0122
 QP0122                          STATION DESCRIPTION
 QP0122
 QP0122'DESCRIBED BY MN HIGHWAY DEPT 1973
 QP0122'IN LITTLE FALLS.
 QP0122'THE MARK IS APPROXIMATELY 1.1 MILES EASTERLY ALONG TRUNK HIGHWAY 27
 QP0122'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 371 (FIRST STREET AND
 QP0122'BROADWAY AVENUE EAST) IN LITTLE FALLS TO THE JUNCTION OF TRUNK HIGHWAY
 QP0122'27 AND TRUNK HIGHWAY 10 BY-PASS.  THENCE SOUTHERLY ON TRUNK HIGHWAY 10
 QP0122'BY-PASS FOR APPROXIMATELY 1.2 MILES.  IT IS SET IN A DRILL HOLE IN THE
 QP0122'SOUTHEAST CORNER (ABUTMENT) OF BRIDGE 49019 (EXTENSION OF 4TH STREET
 QP0122'SOUTHEAST OVER TRUNK HIGHWAY 10 BY-PASS).  IT IS 26 FEET SOUTH OF THE
 QP0122'CENTER OF THE STREET AND IS 0.5 FOOT ABOVE THE LEVEL OF THE ROADWAY.
 QP0122'NE 1/4 SECTION 17, T 40N, R 32W.
 QP0122
 QP0122                          STATION RECOVERY (1993)
 QP0122
 QP0122'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (HTS)
 QP0122'THE MARK WAS RECOVERED AS DESCRIBED AND IS AT TH 10 MP 146.8.
 QP0122
 QP0122                          STATION RECOVERY (2000)
 QP0122
 QP0122'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0122'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP0122
 QP0122                          STATION RECOVERY (2004)
 QP0122
 QP0122'RECOVERY NOTE BY US POWER SQUADRON 2004 (VO)
 QP0122'RECOVERED IN GOOD CONDITION.
 QP0122
 QP0122                          STATION RECOVERY (2006)
 QP0122
 QP0122'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QP0122'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4815 ***********************************************************************
 DI4815  DESIGNATION -  4901 K 1
 DI4815  PID         -  DI4815
 DI4815  STATE/COUNTY-  MN/MORRISON
 DI4815  COUNTRY     -  US
 DI4815  USGS QUAD   -  LITTLE FALLS EAST (1978)
 DI4815
 DI4815                         *CURRENT SURVEY CONTROL
 DI4815  ______________________________________________________________________
 DI4815* NAD 83(1996) POSITION- 45 57 44.89326(N) 094 20 52.70954(W)   ADJUSTED  
 DI4815* NAD 83(1996) ELLIP HT-   317.187 (meters)        (03/21/07)   ADJUSTED
 DI4815* NAVD 88 ORTHO HEIGHT -   343.769  (meters)    1127.85  (feet) ADJUSTED  
 DI4815  ______________________________________________________________________
 DI4815  NAD 83(1996) X  -   -336,729.442 (meters)                     COMP
 DI4815  NAD 83(1996) Y  - -4,428,757.596 (meters)                     COMP
 DI4815  NAD 83(1996) Z  -  4,562,576.842 (meters)                     COMP
 DI4815  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC09
 DI4815  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DI4815  DYNAMIC HEIGHT  -        343.777 (meters)     1127.88  (feet) COMP
 DI4815  MODELED GRAVITY -    980,628.9   (mgal)                       NAVD 88
 DI4815
 DI4815  HORZ ORDER      -  FIRST
 DI4815  VERT ORDER      -  SECOND    CLASS I
 DI4815  ELLP ORDER      -  FOURTH    CLASS I
 DI4815
 DI4815.The horizontal coordinates were established by GPS observations
 DI4815.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4815
 DI4815.The orthometric height was determined by differential leveling and
 DI4815.adjusted in September 2010.
 DI4815
 DI4815.Photographs are available for this station.
 DI4815
 DI4815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4815
 DI4815.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4815
 DI4815.The ellipsoidal height was determined by GPS observations
 DI4815.and is referenced to NAD 83.
 DI4815
 DI4815.The dynamic height is computed by dividing the NAVD 88
 DI4815.geopotential number by the normal gravity value computed on the
 DI4815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4815.degrees latitude (g = 980.6199 gals.).
 DI4815
 DI4815.The modeled gravity was interpolated from observed gravity values.
 DI4815
 DI4815. The following values were computed from the NAD 83(1996) position.
 DI4815
 DI4815;                    North         East     Units Scale Factor Converg.
 DI4815;SPC MN C     -   206,979.456   792,405.848   MT  0.99994303   -0 04 15.1
 DI4815;SPC MN C     -   679,065.10  2,599,751.52   sFT  0.99994303   -0 04 15.1
 DI4815;UTM  15      - 5,090,761.037   395,552.950   MT  0.99973411   -0 58 08.9
 DI4815
 DI4815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4815!SPC MN C     -   0.99995028  x   0.99994303  =   0.99989331
 DI4815!UTM  15      -   0.99995028  x   0.99973411  =   0.99968440
 DI4815
 DI4815:                Primary Azimuth Mark                     Grid Az
 DI4815:SPC MN C     -  4901 P                                   021 12 52.7
 DI4815:UTM  15      -  4901 P                                   022 06 46.5
 DI4815
 DI4815|---------------------------------------------------------------------|
 DI4815| PID    Reference Object                     Distance      Geod. Az  |
 DI4815|                                                           dddmmss.s |
 DI4815| DI4816 4901 P                              APPROX. 0.7 KM 0210837.6 |
 DI4815|---------------------------------------------------------------------|
 DI4815
 DI4815                          SUPERSEDED SURVEY CONTROL
 DI4815
 DI4815  NAVD 88 (03/21/07)  343.77   (m)         1127.9    (f) LEVELING    3  
 DI4815
 DI4815.Superseded values are not recommended for survey control.
 DI4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4815.See file dsdata.txt to determine how the superseded data were derived.
 DI4815
 DI4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9555290761(NAD 83)
 DI4815
 DI4815_MARKER: DD = SURVEY DISK
 DI4815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4815_STAMPING: 4901 K 1
 DI4815_MARK LOGO: MNDT  
 DI4815_PROJECTION: FLUSH
 DI4815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4815+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4815_ROD/PIPE-DEPTH: 10.7 meters
 DI4815
 DI4815  HISTORY     - Date     Condition        Report By
 DI4815  HISTORY     - 2006     MONUMENTED       MNDT
 DI4815
 DI4815                          STATION DESCRIPTION
 DI4815
 DI4815'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4815'1.0 MILES SOUTHEAST OF LITTLE FALLS, 1.45 MILES SOUTHEAST ALONG COUNTY
 DI4815'ROAD 257 FROM JUNCTION OF COUNTY ROAD 257 (FOURTH STREET SOUTHEAST)
 DI4815'AND TRUNK HIGHWAY 27 (BROADWAY STREET) IN LITTLE FALLS, 36.3 FEET
 DI4815'SOUTH OF COUNTY ROAD 257 (138TH STREET), 71.0 FEET WEST OF AIRPORT
 DI4815'ROAD (AIRPORT ROAD), 1.0 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QP0126 ***********************************************************************
 QP0126  DESIGNATION -  4901 M
 QP0126  PID         -  QP0126
 QP0126  STATE/COUNTY-  MN/MORRISON
 QP0126  COUNTRY     -  US
 QP0126  USGS QUAD   -  LITTLE FALLS EAST (1978)
 QP0126
 QP0126                         *CURRENT SURVEY CONTROL
 QP0126  ______________________________________________________________________
 QP0126* NAD 83(1986) POSITION- 45 59 40.8    (N) 094 20 28.3    (W)   HD_HELD2  
 QP0126* NAVD 88 ORTHO HEIGHT -   354.542  (meters)    1163.19  (feet) ADJUSTED  
 QP0126  ______________________________________________________________________
 QP0126  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 QP0126  DYNAMIC HEIGHT  -        354.552 (meters)     1163.23  (feet) COMP
 QP0126  MODELED GRAVITY -    980,632.2   (mgal)                       NAVD 88
 QP0126
 QP0126  VERT ORDER      -  SECOND    CLASS I
 QP0126
 QP0126.The horizontal coordinates were established by autonomous hand held GPS
 QP0126.observations and have an estimated accuracy of +/- 10 meters.
 QP0126.
 QP0126.The orthometric height was determined by differential leveling and
 QP0126.adjusted in June 1991.
 QP0126
 QP0126.Photographs are available for this station.
 QP0126
 QP0126.The dynamic height is computed by dividing the NAVD 88
 QP0126.geopotential number by the normal gravity value computed on the
 QP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QP0126.degrees latitude (g = 980.6199 gals.).
 QP0126
 QP0126.The modeled gravity was interpolated from observed gravity values.
 QP0126
 QP0126;                    North         East    Units  Estimated Accuracy
 QP0126;SPC MN C     -   210,557.      792,936.      MT  (+/- 10 meters HH2 GPS)
 QP0126
 QP0126                          SUPERSEDED SURVEY CONTROL
 QP0126
 QP0126  NGVD 29 (??/??/92)  354.380  (m)         1162.66   (f) ADJ UNCH    2 0
 QP0126
 QP0126.Superseded values are not recommended for survey control.
 QP0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QP0126.See file dsdata.txt to determine how the superseded data were derived.
 QP0126
 QP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9613894329(NAD 83)
 QP0126
 QP0126_MARKER: DB = BENCH MARK DISK
 QP0126_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QP0126_SP_SET: BRIDGE ABUTMENT
 QP0126_STAMPING: 4901 M 1973
 QP0126_MARK LOGO: MNHD  
 QP0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QP0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QP0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QP0126+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 QP0126
 QP0126  HISTORY     - Date     Condition        Report By
 QP0126  HISTORY     - 1973     MONUMENTED       MNHD
 QP0126  HISTORY     - 20001019 GOOD             MNDT
 QP0126  HISTORY     - 20040921 GOOD             USPSQD
 QP0126  HISTORY     - 20060530 GOOD             MNDT
 QP0126
 QP0126                          STATION DESCRIPTION
 QP0126
 QP0126'DESCRIBED BY MN HIGHWAY DEPT 1973
 QP0126'0.5 MI NNE FROM LITTLE FALLS.
 QP0126'THE MARK IS APPROXIMATELY 1.1 MILES EASTERLY ALONG TRUNK HIGHWAY 27
 QP0126'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 371 (FIRST STREET AND
 QP0126'BROADWAY AVENUE EAST) IN LITTLE FALLS TO THE JUNCTION OF TRUNK HIGHWAY
 QP0126'27 AND TRUNK HIGHWAY 10 BY-PASS.  THENCE NORTH ALONG TRUNK HIGHWAY 10
 QP0126'BY-PASS FOR 1.5 MILES.  IT IS SET IN A DRILL HOLE IN THE SOUTHEAST
 QP0126'CORNER (ABUTMENT) OF BRIDGE 49008 (NEW SOUTHBOUND TRUNK HIGHWAY 371
 QP0126'OVER NORTHBOUND TRUNK HIGHWAY 10 BY-PASS).  NE 1/4 SECTION 35, T 41N,
 QP0126'R 32W.
 QP0126
 QP0126                          STATION RECOVERY (2000)
 QP0126
 QP0126'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 QP0126'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QP0126
 QP0126                          STATION RECOVERY (2004)
 QP0126
 QP0126'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 QP0126'RECOVERED IN GOOD CONDITION.
 QP0126
 QP0126                          STATION RECOVERY (2006)
 QP0126
 QP0126'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 QP0126'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF FREEDHEM,
 QP0126'2.7 MI (4.3 KM) SOUTH OF BELLE PRAIRIE AND IN NORTHEASTERN LITTLE
 QP0126'FALLS MINNESOTA.
 QP0126' 
 QP0126'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 27/1ST AVENUE
 QP0126'NORTHEAST AND TRUNK HIGHWAY 10/371 IN LITTLE FALLS, GO NORTH 1.2 MI
 QP0126'(1.9 KM) AND MAKE A U-TURN AT THE FIRST CROSS-OVER PASS THE TRUNK
 QP0126'HIGHWAYS 10/371 INTERCHANGE, HEAD 0.5 MI (0.8 KM) SOUTH ON TRUNK
 QP0126'HIGHWAY 371.
 QP0126' 
 QP0126'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF SOUTHBOUND TRUNK HIGHWAY
 QP0126'371 BRIDGE 49008 OVER NORTHBOUND TRUNK HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8259 ***********************************************************************
 AH8259  DESIGNATION -  4901 N
 AH8259  PID         -  AH8259
 AH8259  STATE/COUNTY-  MN/MORRISON
 AH8259  COUNTRY     -  US
 AH8259  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8259
 AH8259                         *CURRENT SURVEY CONTROL
 AH8259  ______________________________________________________________________
 AH8259* NAD 83(1986) POSITION- 45 58 31.7    (N) 094 20 23.6    (W)   HD_HELD2  
 AH8259* NAVD 88 ORTHO HEIGHT -   362.746  (meters)    1190.11  (feet) ADJUSTED  
 AH8259  ______________________________________________________________________
 AH8259  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AH8259  DYNAMIC HEIGHT  -        362.755 (meters)     1190.14  (feet) COMP
 AH8259  MODELED GRAVITY -    980,630.4   (mgal)                       NAVD 88
 AH8259
 AH8259  VERT ORDER      -  SECOND    CLASS I
 AH8259
 AH8259.The horizontal coordinates were established by autonomous hand held GPS
 AH8259.observations and have an estimated accuracy of +/- 10 meters.
 AH8259.
 AH8259.The orthometric height was determined by differential leveling and
 AH8259.adjusted in August 2004.
 AH8259
 AH8259.Photographs are available for this station.
 AH8259
 AH8259.The dynamic height is computed by dividing the NAVD 88
 AH8259.geopotential number by the normal gravity value computed on the
 AH8259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8259.degrees latitude (g = 980.6199 gals.).
 AH8259
 AH8259.The modeled gravity was interpolated from observed gravity values.
 AH8259
 AH8259;                    North         East    Units  Estimated Accuracy
 AH8259;SPC MN C     -   208,424.      793,034.      MT  (+/- 10 meters HH2 GPS)
 AH8259
 AH8259                          SUPERSEDED SURVEY CONTROL
 AH8259
 AH8259.No superseded survey control is available for this station.
 AH8259
 AH8259_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9620392195(NAD 83)
 AH8259
 AH8259_MARKER: DB = BENCH MARK DISK
 AH8259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8259_SP_SET: BRIDGE ABUTMENT
 AH8259_STAMPING: 4901 N 1993
 AH8259_MARK LOGO: MNDT  
 AH8259_PROJECTION: FLUSH
 AH8259_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8259+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 AH8259
 AH8259  HISTORY     - Date     Condition        Report By
 AH8259  HISTORY     - 1993     MONUMENTED       MNDT
 AH8259  HISTORY     - 20020422 GOOD             MNDT
 AH8259  HISTORY     - 20050614 GOOD             MNDT
 AH8259  HISTORY     - 20060530 GOOD             MNDT
 AH8259
 AH8259                          STATION DESCRIPTION
 AH8259
 AH8259'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8259'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) EAST OF LITTLE FALLS, IN
 AH8259'THE ABUT AT THE SE COR OF TH 10 BRDG NO 49005, AT THE JCT OF TH 27 AND
 AH8259'TH 10, AND 25.0 FT (7.6 M) EAST OF NB TH 10.
 AH8259
 AH8259                          STATION RECOVERY (2002)
 AH8259
 AH8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AH8259'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DISK WAS SET
 AH8259'IN BRIDGE WHEN BUILT IN 1973 THEN STAMPED IN 1993.
 AH8259
 AH8259                          STATION RECOVERY (2005)
 AH8259
 AH8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8259'0.75 MILES EAST OF LITTLE FALLS, AT JUNCTION OF TRUNK HIGHWAY 27 AND
 AH8259'TRUNK HIGHWAY 10, 25.0 FEET EAST OF NORTHBOUND TRUNK HIGHWAY 10, IN
 AH8259'SOUTHEAST CORNER OF TRUNK HIGHWAY 10 BRIDGE 49005
 AH8259
 AH8259                          STATION RECOVERY (2006)
 AH8259
 AH8259'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH8259'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4816 ***********************************************************************
 DI4816  DESIGNATION -  4901 P
 DI4816  PID         -  DI4816
 DI4816  STATE/COUNTY-  MN/MORRISON
 DI4816  COUNTRY     -  US
 DI4816  USGS QUAD   -  LITTLE FALLS EAST (1978)
 DI4816
 DI4816                         *CURRENT SURVEY CONTROL
 DI4816  ______________________________________________________________________
 DI4816* NAD 83(1996) POSITION- 45 58 04.78878(N) 094 20 41.67510(W)   ADJUSTED  
 DI4816* NAD 83(1996) ELLIP HT-   320.575 (meters)        (03/21/07)   ADJUSTED
 DI4816* NAVD 88 ORTHO HEIGHT -   347.151  (meters)    1138.94  (feet) ADJUSTED  
 DI4816  ______________________________________________________________________
 DI4816  NAD 83(1996) X  -   -336,459.239 (meters)                     COMP
 DI4816  NAD 83(1996) Y  - -4,428,337.584 (meters)                     COMP
 DI4816  NAD 83(1996) Z  -  4,563,006.280 (meters)                     COMP
 DI4816  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC09
 DI4816  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DI4816  DYNAMIC HEIGHT  -        347.160 (meters)     1138.97  (feet) COMP
 DI4816  MODELED GRAVITY -    980,629.5   (mgal)                       NAVD 88
 DI4816
 DI4816  HORZ ORDER      -  FIRST
 DI4816  VERT ORDER      -  SECOND    CLASS I
 DI4816  ELLP ORDER      -  FOURTH    CLASS I
 DI4816
 DI4816.The horizontal coordinates were established by GPS observations
 DI4816.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4816
 DI4816.The orthometric height was determined by differential leveling and
 DI4816.adjusted in September 2010.
 DI4816
 DI4816.Photographs are available for this station.
 DI4816
 DI4816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4816
 DI4816.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4816
 DI4816.The ellipsoidal height was determined by GPS observations
 DI4816.and is referenced to NAD 83.
 DI4816
 DI4816.The dynamic height is computed by dividing the NAVD 88
 DI4816.geopotential number by the normal gravity value computed on the
 DI4816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4816.degrees latitude (g = 980.6199 gals.).
 DI4816
 DI4816.The modeled gravity was interpolated from observed gravity values.
 DI4816
 DI4816. The following values were computed from the NAD 83(1996) position.
 DI4816
 DI4816;                    North         East     Units Scale Factor Converg.
 DI4816;SPC MN C     -   207,593.409   792,644.166   MT  0.99994242   -0 04 07.2
 DI4816;SPC MN C     -   681,079.38  2,600,533.40   sFT  0.99994242   -0 04 07.2
 DI4816;UTM  15      - 5,091,371.050   395,800.812   MT  0.99973348   -0 58 01.2
 DI4816
 DI4816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4816!SPC MN C     -   0.99994975  x   0.99994242  =   0.99989217
 DI4816!UTM  15      -   0.99994975  x   0.99973348  =   0.99968324
 DI4816
 DI4816:                Primary Azimuth Mark                     Grid Az
 DI4816:SPC MN C     -  4901 K 1                                 201 12 52.8
 DI4816:UTM  15      -  4901 K 1                                 202 06 46.8
 DI4816
 DI4816|---------------------------------------------------------------------|
 DI4816| PID    Reference Object                     Distance      Geod. Az  |
 DI4816|                                                           dddmmss.s |
 DI4816| DI4815 4901 K 1                            APPROX. 0.7 KM 2010845.6 |
 DI4816|---------------------------------------------------------------------|
 DI4816
 DI4816                          SUPERSEDED SURVEY CONTROL
 DI4816
 DI4816  NAVD 88 (03/21/07)  347.15   (m)         1138.9    (f) LEVELING    3  
 DI4816
 DI4816.Superseded values are not recommended for survey control.
 DI4816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4816.See file dsdata.txt to determine how the superseded data were derived.
 DI4816
 DI4816_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9580091371(NAD 83)
 DI4816
 DI4816_MARKER: DD = SURVEY DISK
 DI4816_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4816_STAMPING: 4901 P 2006
 DI4816_MARK LOGO: MNDT  
 DI4816_PROJECTION: FLUSH
 DI4816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4816+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2006
 DI4816_ROD/PIPE-DEPTH:  4.0 meters
 DI4816
 DI4816  HISTORY     - Date     Condition        Report By
 DI4816  HISTORY     - 2006     MONUMENTED       MNDT
 DI4816  HISTORY     - 20060530 GOOD             MNDT
 DI4816
 DI4816                          STATION DESCRIPTION
 DI4816
 DI4816'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4816'0.5 MILES SOUTHEAST OF LITTLE FALLS, 0.60 MILES SOUTH ALONG TRUNK
 DI4816'HIGHWAY 10 FROM JUCTION TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 27 IN
 DI4816'LITTLE FALLS, AT LITTLE FALLS, AT TRUNK HIGHWAY 10 MILEPOINT 146.25,
 DI4816'82.8 FEET SOUTHEAST OF NORTH BOUND TRUNK HIGHWAY 10, 16.5 FEET
 DI4816'NORTHWEST OF FENCE LINE, 1.0 FEET WEST NORTHWEST OF WITNESS POST.
 DI4816
 DI4816                          STATION RECOVERY (2006)
 DI4816
 DI4816'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MJS)
 DI4816'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0230 ***********************************************************************
 RO0230  DESIGNATION -  4902 A 1
 RO0230  PID         -  RO0230
 RO0230  STATE/COUNTY-  MN/MORRISON
 RO0230  COUNTRY     -  US
 RO0230  USGS QUAD   -  RANDALL EAST (1989)
 RO0230
 RO0230                         *CURRENT SURVEY CONTROL
 RO0230  ______________________________________________________________________
 RO0230* NAD 83(1986) POSITION- 46 05 12.     (N) 094 29 55.     (W)   SCALED    
 RO0230* NAVD 88 ORTHO HEIGHT -   356.717  (meters)    1170.33  (feet) ADJUSTED  
 RO0230  ______________________________________________________________________
 RO0230  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 RO0230  DYNAMIC HEIGHT  -        356.726 (meters)     1170.36  (feet) COMP
 RO0230  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 RO0230
 RO0230  VERT ORDER      -  SECOND    CLASS 0
 RO0230
 RO0230.The horizontal coordinates were scaled from a topographic map and have
 RO0230.an estimated accuracy of +/- 6 seconds.
 RO0230.
 RO0230.The orthometric height was determined by differential leveling and
 RO0230.adjusted in June 1991.
 RO0230
 RO0230.The dynamic height is computed by dividing the NAVD 88
 RO0230.geopotential number by the normal gravity value computed on the
 RO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0230.degrees latitude (g = 980.6199 gals.).
 RO0230
 RO0230.The modeled gravity was interpolated from observed gravity values.
 RO0230
 RO0230;                    North         East    Units  Estimated Accuracy
 RO0230;SPC MN C     -   220,810.      780,770.      MT  (+/- 180 meters Scaled)
 RO0230
 RO0230                          SUPERSEDED SURVEY CONTROL
 RO0230
 RO0230  NGVD 29 (??/??/92)  356.541  (m)         1169.75   (f) ADJ UNCH    2 0
 RO0230
 RO0230.Superseded values are not recommended for survey control.
 RO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0230.See file dsdata.txt to determine how the superseded data were derived.
 RO0230
 RO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM841047(NAD 83)
 RO0230
 RO0230_MARKER: DD = SURVEY DISK
 RO0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0230_SP_SET: ABUTMENT
 RO0230_STAMPING: 4902 A1 1973
 RO0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0230
 RO0230  HISTORY     - Date     Condition        Report By
 RO0230  HISTORY     - 1973     MONUMENTED       MNDT
 RO0230
 RO0230                          STATION DESCRIPTION
 RO0230
 RO0230'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0230'IN RANDALL.
 RO0230'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHEAST ABUTMENT (MOST
 RO0230'EASTERLY) OF OLD TRUNK HIGHWAY 10 BRIDGE 4295 (OLD TRUNK HIGHWAY 10
 RO0230'OVER LITTLE ELK RIVER).  IT IS 16.4 FEET NORTHEAST OF OLD TRUNK
 RO0230'HIGHWAY 10 AND IS ABOUT LEVEL WITH THE ROADWAY.  SE 1/4 SECTION 7, T
 RO0230'130N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0232 ***********************************************************************
 RO0232  DESIGNATION -  4902 B
 RO0232  PID         -  RO0232
 RO0232  STATE/COUNTY-  MN/MORRISON
 RO0232  COUNTRY     -  US
 RO0232  USGS QUAD   -  RANDALL EAST (1989)
 RO0232
 RO0232                         *CURRENT SURVEY CONTROL
 RO0232  ______________________________________________________________________
 RO0232* NAD 83(2007) POSITION- 46 04 46.77520(N) 094 29 29.00892(W)   ADJUSTED  
 RO0232* NAD 83(2007) ELLIP HT-   335.555 (meters)        (02/10/07)   ADJUSTED
 RO0232* NAD 83(2007) EPOCH   -  2002.00
 RO0232* NAVD 88 ORTHO HEIGHT -   362.247  (meters)    1188.47  (feet) ADJUSTED  
 RO0232  ______________________________________________________________________
 RO0232  NAD 83(2007) X  -   -347,080.899 (meters)                     COMP
 RO0232  NAD 83(2007) Y  - -4,418,568.574 (meters)                     COMP
 RO0232  NAD 83(2007) Z  -  4,571,635.562 (meters)                     COMP
 RO0232  LAPLACE CORR    -          0.81  (seconds)                    DEFLEC09
 RO0232  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 RO0232  DYNAMIC HEIGHT  -        362.257 (meters)     1188.50  (feet) COMP
 RO0232  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 RO0232
 RO0232  VERT ORDER      -  SECOND    CLASS I
 RO0232
 RO0232  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0232  Type                                         Horiz  Ellip  Dist(km)
 RO0232  -------------------------------------------------------------------
 RO0232  NETWORK                                       0.40   0.55
 RO0232  -------------------------------------------------------------------
 RO0232  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.36   0.53      2.43
 RO0232  -------------------------------------------------------------------
 RO0232  NOTE: Click here for information on individual local accuracy
 RO0232  values and other accuracy information.
 RO0232
 RO0232
 RO0232.The horizontal coordinates were established by GPS observations
 RO0232.and adjusted by the National Geodetic Survey in February 2007.
 RO0232
 RO0232.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0232.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0232
 RO0232.The horizontal coordinates are valid at the epoch date displayed above
 RO0232.which is a decimal equivalence of Year/Month/Day.
 RO0232
 RO0232.The orthometric height was determined by differential leveling and
 RO0232.adjusted in June 1991.
 RO0232
 RO0232.Photographs are available for this station.
 RO0232
 RO0232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0232
 RO0232.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0232
 RO0232.The ellipsoidal height was determined by GPS observations
 RO0232.and is referenced to NAD 83.
 RO0232
 RO0232.The dynamic height is computed by dividing the NAVD 88
 RO0232.geopotential number by the normal gravity value computed on the
 RO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0232.degrees latitude (g = 980.6199 gals.).
 RO0232
 RO0232.The modeled gravity was interpolated from observed gravity values.
 RO0232
 RO0232. The following values were computed from the NAD 83(2007) position.
 RO0232
 RO0232;                    North         East     Units Scale Factor Converg.
 RO0232;SPC MN C     -   220,028.200   781,329.181   MT  0.99993190   -0 10 28.6
 RO0232;SPC MN C     -   721,875.85  2,563,410.82   sFT  0.99993190   -0 10 28.6
 RO0232;UTM  15      - 5,103,979.466   384,684.423   MT  0.99976347   -1 04 27.7
 RO0232
 RO0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0232!SPC MN C     -   0.99994740  x   0.99993190  =   0.99987930
 RO0232!UTM  15      -   0.99994740  x   0.99976347  =   0.99971088
 RO0232
 RO0232                          SUPERSEDED SURVEY CONTROL
 RO0232
 RO0232  NAD 83(1996)-  46 04 46.77491(N)    094 29 29.00947(W) AD(       ) 1
 RO0232  ELLIP H (07/29/03)  335.609  (m)                       GP(       ) 4 1
 RO0232  NAVD 88 (07/29/03)  362.25   (m)         1188.5    (f) LEVELING    3  
 RO0232  NGVD 29 (??/??/92)  362.072  (m)         1187.90   (f) ADJ UNCH    2 0
 RO0232
 RO0232.Superseded values are not recommended for survey control.
 RO0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0232.See file dsdata.txt to determine how the superseded data were derived.
 RO0232
 RO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8468403979(NAD 83)
 RO0232
 RO0232_MARKER: DV = VERTICAL CONTROL DISK
 RO0232_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0232_STAMPING: 4902 B 1973
 RO0232_MARK LOGO: MNHD  
 RO0232_PROJECTION: PROJECTING 5 CENTIMETERS
 RO0232_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0232+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 RO0232_ROD/PIPE-DEPTH:  4.9 meters
 RO0232
 RO0232  HISTORY     - Date     Condition        Report By
 RO0232  HISTORY     - 1973     MONUMENTED       MNHD
 RO0232  HISTORY     - 20001009 GOOD             MNDT
 RO0232  HISTORY     - 20020918 GOOD             MNDT
 RO0232  HISTORY     - 2003     GOOD             MNDT
 RO0232  HISTORY     - 20050516 GOOD             MNDT
 RO0232
 RO0232                          STATION DESCRIPTION
 RO0232
 RO0232'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0232'0.8 MI SE FROM RANDALL.
 RO0232'THE MARK IS 0.75 MILE MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM
 RO0232'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL AT MILE POINT
 RO0232'135.8.  IT IS 174 FEET NORTHEAST OF TRUNK HIGHWAY 10 (INPLACE)
 RO0232'CENTERLINE STATION 475+, ABOUT 250 FEET SOUTHEAST OF PROPOSED TRUNK
 RO0232'HIGHWAY 115 CONNECTION (EAST) 55 FEET EAST OF OLD TRUNK HIGHWAY 10
 RO0232'CENTERLINE ON CURVE, 45 FEET SOUTHWEST OF SOUTHWEST RAIL OF THE
 RO0232'BURLINGTON NORTHERN RAILROAD, 84 FEET NORTHWEST OF TELEGRAPH POLE
 RO0232'NUMBER 4, AND 47 FEET SOUTHEAST OF TELEGRAPH POLE NUMBER 5.  THE MARK
 RO0232'IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER COATED
 RO0232'STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTHWEST OF A
 RO0232'STEEL WITNESS POST AND IS 3 FEET BELOW THE LEVEL OF TRUNK HIGHWAY 10.
 RO0232'SE 1/4 SECTION 8, T130N, R 30W.
 RO0232
 RO0232                          STATION RECOVERY (2000)
 RO0232
 RO0232'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0232'THE MARK WAS RECOVERED AT TH 10 MP 135.65, 0.8 MI (1.3 KM) SE OF
 RO0232'RANDALL, 174 FT (53.0 M) NE OF WB TH 10, 147 FT (44.8 M) ESE OF TH
 RO0232'115, 55 FT (16.8 M) EAST OF OLD TH 10, 45 FT (13.7 M) SW OF SW RR
 RO0232'RAIL, 47 FT (14.3 M) SE OF T-POLE, 1 FT (0.3 M) SW OF WIT POST.
 RO0232
 RO0232                          STATION RECOVERY (2002)
 RO0232
 RO0232'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO0232'RECOVERED AS DESCRIBED.
 RO0232
 RO0232                          STATION RECOVERY (2003)
 RO0232
 RO0232'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 RO0232'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RO0232'FLUSH, MAGNETIC, AND SUITABLE FOR GPS OBSERVATIONS.
 RO0232
 RO0232                          STATION RECOVERY (2005)
 RO0232
 RO0232'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 RO0232'0.8 MILE SOUTHEAST OF RANDALL, 250 FEET SOUTHEAST OF JUNCTION OF TRUNK
 RO0232'HIGHWAY 10 AND  TRUNK HIGHWAY 115, AT TRUNK HIGHWAY 10 MILEPOINT 135.6
 RO0232'5, 174 FEET NORTHEAST OF  WESTBOUND TRUNK HIGHWAY 10, 0.5 FOOT
 RO0232'SOUTHWEST OF WITNESS POST, 147 FEET  EAST-SOUTHEAST OF TRUNK HIGHWAY
 RO0232'115 CONNEC TION EAST, 55 FEET EAST OF OLD TRUNK  HIGHWAY 10, 45 FEET
 RO0232'SOUTHWEST OF SOUTHWEST RAIL OF RAILROAD TRACKS, 47 FEET SOUTHEAST  OF
 RO0232'TELEPHONE POLE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0234 ***********************************************************************
 RO0234  DESIGNATION -  4902 D
 RO0234  PID         -  RO0234
 RO0234  STATE/COUNTY-  MN/MORRISON
 RO0234  COUNTRY     -  US
 RO0234  USGS QUAD   -  RANDALL EAST (1989)
 RO0234
 RO0234                         *CURRENT SURVEY CONTROL
 RO0234  ______________________________________________________________________
 RO0234* NAD 83(2007) POSITION- 46 03 38.46449(N) 094 28 08.93567(W)   ADJUSTED  
 RO0234* NAD 83(2007) ELLIP HT-   338.740 (meters)        (02/10/07)   ADJUSTED
 RO0234* NAD 83(2007) EPOCH   -  2002.00
 RO0234* NAVD 88 ORTHO HEIGHT -   365.345  (meters)    1198.64  (feet) ADJUSTED  
 RO0234  ______________________________________________________________________
 RO0234  NAD 83(2007) X  -   -345,484.099 (meters)                     COMP
 RO0234  NAD 83(2007) Y  - -4,420,219.629 (meters)                     COMP
 RO0234  NAD 83(2007) Z  -  4,570,174.503 (meters)                     COMP
 RO0234  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC09
 RO0234  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 RO0234  DYNAMIC HEIGHT  -        365.354 (meters)     1198.67  (feet) COMP
 RO0234  MODELED GRAVITY -    980,630.3   (mgal)                       NAVD 88
 RO0234
 RO0234  VERT ORDER      -  SECOND    CLASS 0
 RO0234
 RO0234  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0234  Type                                         Horiz  Ellip  Dist(km)
 RO0234  -------------------------------------------------------------------
 RO0234  NETWORK                                       0.97   0.67
 RO0234  -------------------------------------------------------------------
 RO0234  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.09   0.59      2.87
 RO0234  -------------------------------------------------------------------
 RO0234  NOTE: Click here for information on individual local accuracy
 RO0234  values and other accuracy information.
 RO0234
 RO0234
 RO0234.The horizontal coordinates were established by GPS observations
 RO0234.and adjusted by the National Geodetic Survey in February 2007.
 RO0234
 RO0234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0234.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0234
 RO0234.The horizontal coordinates are valid at the epoch date displayed above
 RO0234.which is a decimal equivalence of Year/Month/Day.
 RO0234
 RO0234.The orthometric height was determined by differential leveling and
 RO0234.adjusted in June 1991.
 RO0234
 RO0234.Photographs are available for this station.
 RO0234
 RO0234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0234
 RO0234.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0234
 RO0234.The ellipsoidal height was determined by GPS observations
 RO0234.and is referenced to NAD 83.
 RO0234
 RO0234.The dynamic height is computed by dividing the NAVD 88
 RO0234.geopotential number by the normal gravity value computed on the
 RO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0234.degrees latitude (g = 980.6199 gals.).
 RO0234
 RO0234.The modeled gravity was interpolated from observed gravity values.
 RO0234
 RO0234. The following values were computed from the NAD 83(2007) position.
 RO0234
 RO0234;                    North         East     Units Scale Factor Converg.
 RO0234;SPC MN C     -   217,914.204   783,043.730   MT  0.99993342   -0 09 30.7
 RO0234;SPC MN C     -   714,940.18  2,569,035.97   sFT  0.99993342   -0 09 30.7
 RO0234;UTM  15      - 5,101,839.179   386,365.281   MT  0.99975874   -1 03 28.8
 RO0234
 RO0234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0234!SPC MN C     -   0.99994690  x   0.99993342  =   0.99988032
 RO0234!UTM  15      -   0.99994690  x   0.99975874  =   0.99970565
 RO0234
 RO0234                          SUPERSEDED SURVEY CONTROL
 RO0234
 RO0234  NAD 83(1996)-  46 03 38.46419(N)    094 28 08.93578(W) AD(       ) 1
 RO0234  ELLIP H (07/29/03)  338.786  (m)                       GP(       ) 4 1
 RO0234  NAVD 88 (07/29/03)  365.4    (m)  GEOID99 model used   GPS OBS        
 RO0234  NGVD 29 (??/??/92)  365.172  (m)         1198.07   (f) ADJ UNCH    2 0
 RO0234
 RO0234.Superseded values are not recommended for survey control.
 RO0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0234.See file dsdata.txt to determine how the superseded data were derived.
 RO0234
 RO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8636501839(NAD 83)
 RO0234
 RO0234_MARKER: DV = VERTICAL CONTROL DISK
 RO0234_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0234_STAMPING: 4902 D 1973
 RO0234_MARK LOGO: MNHD  
 RO0234_PROJECTION: PROJECTING 3 CENTIMETERS
 RO0234_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0234+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 RO0234
 RO0234  HISTORY     - Date     Condition        Report By
 RO0234  HISTORY     - 1973     MONUMENTED       MNDT
 RO0234  HISTORY     - 20001009 GOOD             MNDT
 RO0234
 RO0234                          STATION DESCRIPTION
 RO0234
 RO0234'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0234'2 MI SE FROM RANDALL.
 RO0234'THE MARK IS 2.45 MILES MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM
 RO0234'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 IN RANDALL AND IS AT MILE
 RO0234'POINT 137.5.  IT IS 140 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 RO0234'HIGHWAY 10, 50.5 FEET NORTHEAST OF NORTHEAST RAIL (OPPOSITE MILE POINT
 RO0234'113+5138) OF THE BURLINGTON NORTHERN RAILROAD, 166.5 FEET EAST
 RO0234'SOUTHEAST OF RAILROAD MILE POST NUMBER 114, 15 FEET SOUTHEAST OF
 RO0234'PRIVATE DRIVEWAY TO FARMSTEAD, 6 FEET NORTH OF UNDERGROUND CABLE
 RO0234'MARKER, 2 FEET NORTHEAST OF FENCE LINE, 95 FEET NORTHWEST OF A
 RO0234'TELEGRAPH POLE AND 36.5 FEET SOUTHEAST OF TELEGRAPH POLE G.  THE MARK
 RO0234'IS CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 14 FOOT LONG COPPER
 RO0234'COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1.6 FEET
 RO0234'NORTHEAST OF A STEEL WITNESS POST, IS ABOUT LEVEL WITH TRUNK HIGHWAY
 RO0234'10 AND IS 5 FEET BELOW THE LEVEL OF THE RAILROAD.  NE 1/4 SECTION 21,
 RO0234'T 130N, R 30W.
 RO0234
 RO0234                          STATION RECOVERY (2000)
 RO0234
 RO0234'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0234'RECOVERED IN NW 1/4 OF SECTION 21, 1.6 MI (2.6 KM) SE OF JCT OF TH 115
 RO0234'AND TH 10 IN RANDALL AT TH 10 MP 137.25, 142 FT (43.3 M) NE OF WB TH
 RO0234'10, 50.5 FT (15.4 M) NE OF NE RR RAIL, 166.5 FT (50.7 M) ESE OF
 RO0234'MILEPOST 114, 15 FT (4.6 M) SE OF DRIVEWAY, 6 FT (1.8 M) NORTH OF
 RO0234'CABLE MARKER, 2 FT (0.6 M) NE OF FENCELINE, 95 FT (29.0 M) NW OF
 RO0234'T-POLE, 36.5 FT (11.1 M) SE OF T-POLE, 1.6 FT (0.5 M) NE OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0236 ***********************************************************************
 RO0236  DESIGNATION -  4902 F
 RO0236  PID         -  RO0236
 RO0236  STATE/COUNTY-  MN/MORRISON
 RO0236  COUNTRY     -  US
 RO0236  USGS QUAD   -  RANDALL EAST (1989)
 RO0236
 RO0236                         *CURRENT SURVEY CONTROL
 RO0236  ______________________________________________________________________
 RO0236* NAD 83(1986) POSITION- 46 02 36.     (N) 094 26 31.     (W)   SCALED    
 RO0236* NAVD 88 ORTHO HEIGHT -   357.886  (meters)    1174.16  (feet) ADJUSTED  
 RO0236  ______________________________________________________________________
 RO0236  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 RO0236  DYNAMIC HEIGHT  -        357.895 (meters)     1174.19  (feet) COMP
 RO0236  MODELED GRAVITY -    980,630.7   (mgal)                       NAVD 88
 RO0236
 RO0236  VERT ORDER      -  SECOND    CLASS 0
 RO0236
 RO0236.The horizontal coordinates were scaled from a topographic map and have
 RO0236.an estimated accuracy of +/- 6 seconds.
 RO0236.
 RO0236.The orthometric height was determined by differential leveling and
 RO0236.adjusted in June 1991.
 RO0236
 RO0236.The dynamic height is computed by dividing the NAVD 88
 RO0236.geopotential number by the normal gravity value computed on the
 RO0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0236.degrees latitude (g = 980.6199 gals.).
 RO0236
 RO0236.The modeled gravity was interpolated from observed gravity values.
 RO0236
 RO0236;                    North         East    Units  Estimated Accuracy
 RO0236;SPC MN C     -   215,980.      785,140.      MT  (+/- 180 meters Scaled)
 RO0236
 RO0236                          SUPERSEDED SURVEY CONTROL
 RO0236
 RO0236  NGVD 29 (??/??/92)  357.717  (m)         1173.61   (f) ADJ UNCH    2 0
 RO0236
 RO0236.Superseded values are not recommended for survey control.
 RO0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0236.See file dsdata.txt to determine how the superseded data were derived.
 RO0236
 RO0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL884998(NAD 83)
 RO0236
 RO0236_MARKER: DV = VERTICAL CONTROL DISK
 RO0236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0236_STAMPING: 4902 F 1973
 RO0236_MARK LOGO: MNDT  
 RO0236_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0236+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0236
 RO0236  HISTORY     - Date     Condition        Report By
 RO0236  HISTORY     - 1973     MONUMENTED       MNDT
 RO0236  HISTORY     - 20001019 GOOD             MNDT
 RO0236
 RO0236                          STATION DESCRIPTION
 RO0236
 RO0236'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0236'3.7 MI SE FROM RANDALL.
 RO0236'THE MARK IS 4.25 MILES MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM
 RO0236'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL, AND IS AT MILE
 RO0236'POINT 139.25.  IT IS NEAR THE JUNCTION OF TRUNK HIGHWAY 10 AND A
 RO0236'EAST-WEST TOWNSHIP ROAD.  IT IS 120 FEET NORTHEAST OF THE CENTERLINE
 RO0236'OF TRUNK HIGHWAY 10, 32.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 RO0236'BURLINGTON NORTHERN RAILROAD, 154 FEET NORTHWEST OF CENTER OF TOWNSHIP
 RO0236'ROAD AT RAILROAD CROSSING, 111 FEET NORTHWEST OF TELEGRAPH POLE NUMBER
 RO0236'E 52 G, 21 FEET SOUTHEAST OF A TELEGRAPH POLE, 24 FEET SOUTH OF POWER
 RO0236'POLE NUMBER 9 AND 16.5 FEET SOUTHWEST OF A FENCE LINE. THE MARK IS
 RO0236'CRIMPED ON THE TOP OF A 5/8 INCH DIAMETER BY 13 FOOT LONG COPPER
 RO0236'COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1.2 FEET
 RO0236'SOUTHWEST OF A STEEL WITNESS POST, IS ABOUT LEVEL WITH HIGHWAY AND IS
 RO0236'2 FEET HIGHER THAN THE RAILROAD.  NW 1/4 SECTION 27, T 130N, R 30W.
 RO0236
 RO0236                          STATION RECOVERY (2000)
 RO0236
 RO0236'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0236'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW ADDITIONS FOLLOW. THE
 RO0236'MARK IS 4.40 MI (7.08 KM) SE OF JCT OF TH 10 AND TH 115 AT RANDALL, AT
 RO0236'TH 10 MP 139.05, 1.2 FT (0.4M) SW OF WITNESS POST, MAGNETIC, NOT
 RO0236'SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0237 ***********************************************************************
 RO0237  DESIGNATION -  4902 G
 RO0237  PID         -  RO0237
 RO0237  STATE/COUNTY-  MN/MORRISON
 RO0237  COUNTRY     -  US
 RO0237  USGS QUAD   -  RANDALL EAST (1989)
 RO0237
 RO0237                         *CURRENT SURVEY CONTROL
 RO0237  ______________________________________________________________________
 RO0237* NAD 83(2007) POSITION- 46 02 03.50033(N) 094 26 00.25159(W)   ADJUSTED  
 RO0237* NAD 83(2007) ELLIP HT-   327.026 (meters)        (02/10/07)   ADJUSTED
 RO0237* NAD 83(2007) EPOCH   -  2002.00
 RO0237* NAVD 88 ORTHO HEIGHT -   353.669  (meters)    1160.33  (feet) ADJUSTED  
 RO0237  ______________________________________________________________________
 RO0237  NAD 83(2007) X  -   -342,888.903 (meters)                     COMP
 RO0237  NAD 83(2007) Y  - -4,422,530.845 (meters)                     COMP
 RO0237  NAD 83(2007) Z  -  4,568,130.920 (meters)                     COMP
 RO0237  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC09
 RO0237  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 RO0237  DYNAMIC HEIGHT  -        353.678 (meters)     1160.36  (feet) COMP
 RO0237  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 RO0237
 RO0237  VERT ORDER      -  SECOND    CLASS 0
 RO0237
 RO0237  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0237  Type                                         Horiz  Ellip  Dist(km)
 RO0237  -------------------------------------------------------------------
 RO0237  NETWORK                                       1.20   0.76
 RO0237  -------------------------------------------------------------------
 RO0237  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.24   0.73      3.28
 RO0237  -------------------------------------------------------------------
 RO0237  NOTE: Click here for information on individual local accuracy
 RO0237  values and other accuracy information.
 RO0237
 RO0237
 RO0237.The horizontal coordinates were established by GPS observations
 RO0237.and adjusted by the National Geodetic Survey in February 2007.
 RO0237
 RO0237.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0237.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0237
 RO0237.The horizontal coordinates are valid at the epoch date displayed above
 RO0237.which is a decimal equivalence of Year/Month/Day.
 RO0237
 RO0237.The orthometric height was determined by differential leveling and
 RO0237.adjusted in June 1991.
 RO0237
 RO0237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0237
 RO0237.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0237
 RO0237.The ellipsoidal height was determined by GPS observations
 RO0237.and is referenced to NAD 83.
 RO0237
 RO0237.The dynamic height is computed by dividing the NAVD 88
 RO0237.geopotential number by the normal gravity value computed on the
 RO0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0237.degrees latitude (g = 980.6199 gals.).
 RO0237
 RO0237.The modeled gravity was interpolated from observed gravity values.
 RO0237
 RO0237. The following values were computed from the NAD 83(2007) position.
 RO0237
 RO0237;                    North         East     Units Scale Factor Converg.
 RO0237;SPC MN C     -   214,975.297   785,802.690   MT  0.99993572   -0 07 57.6
 RO0237;SPC MN C     -   705,298.12  2,578,087.66   sFT  0.99993572   -0 07 57.6
 RO0237;UTM  15      - 5,098,857.867   389,077.287   MT  0.99975125   -1 01 54.5
 RO0237
 RO0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0237!SPC MN C     -   0.99994874  x   0.99993572  =   0.99988446
 RO0237!UTM  15      -   0.99994874  x   0.99975125  =   0.99970000
 RO0237
 RO0237                          SUPERSEDED SURVEY CONTROL
 RO0237
 RO0237  NAD 83(1996)-  46 02 03.50006(N)    094 26 00.25139(W) AD(       ) 1
 RO0237  ELLIP H (07/29/03)  327.071  (m)                       GP(       ) 4 1
 RO0237  NAVD 88 (07/29/03)  353.67   (m)         1160.3    (f) LEVELING    3  
 RO0237  NGVD 29 (??/??/92)  353.501  (m)         1159.78   (f) ADJ UNCH    2 0
 RO0237
 RO0237.Superseded values are not recommended for survey control.
 RO0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0237.See file dsdata.txt to determine how the superseded data were derived.
 RO0237
 RO0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8907798857(NAD 83)
 RO0237
 RO0237_MARKER: DV = VERTICAL CONTROL DISK
 RO0237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0237_STAMPING: 4902 G 1973
 RO0237_MARK LOGO: MNHD  
 RO0237_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0237+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 RO0237
 RO0237  HISTORY     - Date     Condition        Report By
 RO0237  HISTORY     - 1973     MONUMENTED       MNDT
 RO0237  HISTORY     - 20001009 GOOD             MNDT
 RO0237
 RO0237                          STATION DESCRIPTION
 RO0237
 RO0237'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0237'4.5 MI SE FROM RANDALL.
 RO0237'THE MARK IS 5 MILES MEASURED SOUTHEAST ALONG TRUNK HIGHWAY 10 FROM THE
 RO0237'JUNCTION TRUNK HIGHWAYS 10 AND 115 AT RANDALL.  IT IS NEAR THE
 RO0237'JUNCTION OF TRUNK HIGHWAY 10 AND A EAST-WEST TOWNSHIP ROAD AND MILE
 RO0237'POST 140.  IT IS 259 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 RO0237'10, 178 FEET SOUTH OF CENTER OF TOWNSHIP ROAD, 145 FEET NORTHWEST OF
 RO0237'THE NORTHWEST CORNER OF CONCRETE BLOCK CHURCH (IMMANUAL DARLING
 RO0237'LUTHERAN), 40.6 FEET SOUTH OF 36 INCH WHITE PINE TREE, 15 FEET NORTH
 RO0237'OF CENTER OF CEMETERY ENTRANCE, AND 40 FEET EAST OF EAST FACE OF
 RO0237'HEADSTONE (THELANDER).  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH
 RO0237'DIAMETER BY 16 FOOT LONG COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE
 RO0237'GROUND.  IT IS ABOUT 10 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY 10. NE
 RO0237'1/4 SECTION 34, T 130W, R 30W.
 RO0237
 RO0237                          STATION RECOVERY (2000)
 RO0237
 RO0237'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0237'RECOVERED 3.8 MI (6.1 KM) SE OF JCT OF TH 10 AND TH 115 IN RANDALL, AT
 RO0237'TH 10 MP 139.45, 259 FT (78.9 M) SW OF TH 10, 28.7 FT (8.7 M) SW OF
 RO0237'WIT POST, 145 FT (44.2 M) NW OF NW CORNER OF CHURCH, 15 FT (4.6 M)
 RO0237'NORTH OF ENTRANCE, 40 FT (12.2 M) EAST OF THELANDER MARKER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0239 ***********************************************************************
 RO0239  DESIGNATION -  4902 J
 RO0239  PID         -  RO0239
 RO0239  STATE/COUNTY-  MN/MORRISON
 RO0239  COUNTRY     -  US
 RO0239  USGS QUAD   -  RANDALL EAST (1989)
 RO0239
 RO0239                         *CURRENT SURVEY CONTROL
 RO0239  ______________________________________________________________________
 RO0239* NAD 83(1986) POSITION- 46 01 18.     (N) 094 24 55.     (W)   SCALED    
 RO0239* NAVD 88 ORTHO HEIGHT -   350.709  (meters)    1150.62  (feet) ADJUSTED  
 RO0239  ______________________________________________________________________
 RO0239  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 RO0239  DYNAMIC HEIGHT  -        350.718 (meters)     1150.65  (feet) COMP
 RO0239  MODELED GRAVITY -    980,630.4   (mgal)                       NAVD 88
 RO0239
 RO0239  VERT ORDER      -  SECOND    CLASS 0
 RO0239
 RO0239.The horizontal coordinates were scaled from a topographic map and have
 RO0239.an estimated accuracy of +/- 6 seconds.
 RO0239.
 RO0239.The orthometric height was determined by differential leveling and
 RO0239.adjusted in June 1991.
 RO0239
 RO0239.The dynamic height is computed by dividing the NAVD 88
 RO0239.geopotential number by the normal gravity value computed on the
 RO0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0239.degrees latitude (g = 980.6199 gals.).
 RO0239
 RO0239.The modeled gravity was interpolated from observed gravity values.
 RO0239
 RO0239;                    North         East    Units  Estimated Accuracy
 RO0239;SPC MN C     -   213,570.      787,200.      MT  (+/- 180 meters Scaled)
 RO0239
 RO0239                          SUPERSEDED SURVEY CONTROL
 RO0239
 RO0239  NGVD 29 (??/??/92)  350.542  (m)         1150.07   (f) ADJ UNCH    2 0
 RO0239
 RO0239.Superseded values are not recommended for survey control.
 RO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0239.See file dsdata.txt to determine how the superseded data were derived.
 RO0239
 RO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL904974(NAD 83)
 RO0239
 RO0239_MARKER: DB = BENCH MARK DISK
 RO0239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RO0239_SP_SET: BOX CULVERT
 RO0239_STAMPING: 4902 J 1973
 RO0239_MARK LOGO: MNDT  
 RO0239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0239+STABILITY: SURFACE MOTION
 RO0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0239+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0239
 RO0239  HISTORY     - Date     Condition        Report By
 RO0239  HISTORY     - 1973     MONUMENTED       MNDT
 RO0239  HISTORY     - 20001019 GOOD             MNDT
 RO0239
 RO0239                          STATION DESCRIPTION
 RO0239
 RO0239'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0239'3 MI NW FROM LITTLE FALLS.
 RO0239'THE MARK IS 4.05 MILES MEASURED NORTHWESTERLY ALONG TRUNK HIGHWAY 10
 RO0239'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 28 AT LITTLE FALLS AND
 RO0239'IS SET IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 10 FOOT BY 10 FOOT
 RO0239'CONCRETE BOX CULVERT (TRUNK HIGHWAY 10 OVER SMALL CREEK).  IT IS AT
 RO0239'MILEPOINT 141.15.  IT IS 23 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 RO0239'HIGHWAY 10, 30.5 FEET NORTHWEST OF TELEGRAPH POLE NUMBER 4040, 107
 RO0239'FEET SOUTHEAST OF TELEGRAPH POLE NUMBER 1 AND 125 FEET SOUTHEAST OF
 RO0239'BURIED CABLE MARKER NUMBER LP5.  IT IS 2 FEET BELOW THE LEVEL OF TRUNK
 RO0239'HIGHWAY 10.  SE 1/4 SECTION 35, T 130N, R 30W.
 RO0239
 RO0239                          STATION RECOVERY (2000)
 RO0239
 RO0239'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0239'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RO0239'THE MARK IS 5.1 MI (8.2 KM) NW ALONG TH 10 FROM JCT TH 10 AND TH 27 ON
 RO0239'EAST SIDE OF LITTLE FALLS, IN SE COR OF TH 10 BOX CULVERT AT SMALL
 RO0239'CREEK, 23 FT (7.0 M) NE OF TH 10, AT TH 10 MP 140.55, 107 FT (32.6 M)
 RO0239'SE OF T-POLE NUMBER 1, 125 FT (38.1 M) SE OF CABLE MARKER LP5, AND NOT
 RO0239'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0240 ***********************************************************************
 RO0240  DESIGNATION -  4902 K
 RO0240  PID         -  RO0240
 RO0240  STATE/COUNTY-  MN/MORRISON
 RO0240  COUNTRY     -  US
 RO0240  USGS QUAD   -  RANDALL EAST (1989)
 RO0240
 RO0240                         *CURRENT SURVEY CONTROL
 RO0240  ______________________________________________________________________
 RO0240* NAD 83(1986) POSITION- 46 00 54.     (N) 094 24 13.     (W)   SCALED    
 RO0240* NAVD 88 ORTHO HEIGHT -   351.234  (meters)    1152.34  (feet) ADJUSTED  
 RO0240  ______________________________________________________________________
 RO0240  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 RO0240  DYNAMIC HEIGHT  -        351.243 (meters)     1152.37  (feet) COMP
 RO0240  MODELED GRAVITY -    980,630.4   (mgal)                       NAVD 88
 RO0240
 RO0240  VERT ORDER      -  SECOND    CLASS 0
 RO0240
 RO0240.The horizontal coordinates were scaled from a topographic map and have
 RO0240.an estimated accuracy of +/- 6 seconds.
 RO0240.
 RO0240.The orthometric height was determined by differential leveling and
 RO0240.adjusted in June 1991.
 RO0240
 RO0240.The dynamic height is computed by dividing the NAVD 88
 RO0240.geopotential number by the normal gravity value computed on the
 RO0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0240.degrees latitude (g = 980.6199 gals.).
 RO0240
 RO0240.The modeled gravity was interpolated from observed gravity values.
 RO0240
 RO0240;                    North         East    Units  Estimated Accuracy
 RO0240;SPC MN C     -   212,830.      788,110.      MT  (+/- 180 meters Scaled)
 RO0240
 RO0240                          SUPERSEDED SURVEY CONTROL
 RO0240
 RO0240  NGVD 29 (??/??/92)  351.069  (m)         1151.80   (f) ADJ UNCH    2 0
 RO0240
 RO0240.Superseded values are not recommended for survey control.
 RO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0240.See file dsdata.txt to determine how the superseded data were derived.
 RO0240
 RO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL913966(NAD 83)
 RO0240
 RO0240_MARKER: DV = VERTICAL CONTROL DISK
 RO0240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0240_STAMPING: 4902 K 1973
 RO0240_MARK LOGO: MNDT  
 RO0240_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0240+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0240
 RO0240  HISTORY     - Date     Condition        Report By
 RO0240  HISTORY     - 1973     MONUMENTED       MNDT
 RO0240  HISTORY     - 20001019 GOOD             MNDT
 RO0240
 RO0240                          STATION DESCRIPTION
 RO0240
 RO0240'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0240'2 MI NW FROM LITTLE FALLS.
 RO0240'THE MARK IS 3.2 MILES NORTHEASTERLY ALONG TRUNK HIGHWAY 10 FROM THE
 RO0240'JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 28 IN LITTLE FALLS.  IT IS 136
 RO0240'FEET NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 10, 200 FEET
 RO0240'NORTH-NORTHEAST OF TRUNK HIGHWAY 10 MILEPOST 142, 48 FEET NORTHEAST OF
 RO0240'NORTHEAST RAIL OF BURLINGTON NORTHERN RAILROAD, 13.5 FEET NORTH OF A
 RO0240'TELEGRAPH POLE, 0.5 FOOT NORTHEAST OF A FENCE LINE AND 150 FEET
 RO0240'NORTHEAST OF A SWAMP.  THE MARK IS CRIMPED ON THE TOP OF A 5/8 INCH
 RO0240'DIAMETER BY 21 FOOT LONG COPPER COATED STEEL ROD THAT IS DRIVEN FLUSH
 RO0240'WITH THE GROUND.  IT IS 0.8 FOOT SOUTHWEST OF A STEEL WITNESS POST AND
 RO0240'IS 2 FEET ABOVE THE LEVEL OF BOTH THE HIGHWAY AND THE RAILROAD. NE 1/4
 RO0240'SECTION 1, T 129N, R 30W.
 RO0240
 RO0240                          STATION RECOVERY (2000)
 RO0240
 RO0240'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0240'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW. THE
 RO0240'MARK IS 4.3 MI (6.9 KM) NW ALONG TH 10 FROM JCT TH 10 AND TH 27 IN
 RO0240'LITTLE FALLS, AT TH 10 MP 141.35, MAGNETIC, NOT SUITABLE FOR GPS DUE
 RO0240'TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0241 ***********************************************************************
 RO0241  DESIGNATION -  4902 L
 RO0241  PID         -  RO0241
 RO0241  STATE/COUNTY-  MN/MORRISON
 RO0241  COUNTRY     -  US
 RO0241  USGS QUAD   -  RANDALL EAST (1989)
 RO0241
 RO0241                         *CURRENT SURVEY CONTROL
 RO0241  ______________________________________________________________________
 RO0241* NAD 83(1986) POSITION- 46 00 24.     (N) 094 23 37.     (W)   SCALED    
 RO0241* NAVD 88 ORTHO HEIGHT -   346.047  (meters)    1135.32  (feet) ADJUSTED  
 RO0241  ______________________________________________________________________
 RO0241  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 RO0241  DYNAMIC HEIGHT  -        346.056 (meters)     1135.35  (feet) COMP
 RO0241  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 RO0241
 RO0241  VERT ORDER      -  SECOND    CLASS 0
 RO0241
 RO0241.The horizontal coordinates were scaled from a topographic map and have
 RO0241.an estimated accuracy of +/- 6 seconds.
 RO0241.
 RO0241.The orthometric height was determined by differential leveling and
 RO0241.adjusted in June 1991.
 RO0241
 RO0241.The dynamic height is computed by dividing the NAVD 88
 RO0241.geopotential number by the normal gravity value computed on the
 RO0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0241.degrees latitude (g = 980.6199 gals.).
 RO0241
 RO0241.The modeled gravity was interpolated from observed gravity values.
 RO0241
 RO0241;                    North         East    Units  Estimated Accuracy
 RO0241;SPC MN C     -   211,900.      788,880.      MT  (+/- 180 meters Scaled)
 RO0241
 RO0241                          SUPERSEDED SURVEY CONTROL
 RO0241
 RO0241  NGVD 29 (??/??/92)  345.882  (m)         1134.78   (f) ADJ UNCH    2 0
 RO0241
 RO0241.Superseded values are not recommended for survey control.
 RO0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0241.See file dsdata.txt to determine how the superseded data were derived.
 RO0241
 RO0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL921957(NAD 83)
 RO0241
 RO0241_MARKER: DV = VERTICAL CONTROL DISK
 RO0241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0241_STAMPING: 4902 L 1973
 RO0241_MARK LOGO: MNHD  
 RO0241_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0241+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 RO0241
 RO0241  HISTORY     - Date     Condition        Report By
 RO0241  HISTORY     - 1973     MONUMENTED       MNDT
 RO0241  HISTORY     - 20001011 GOOD             MNDT
 RO0241
 RO0241                          STATION DESCRIPTION
 RO0241
 RO0241'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0241'1.5 MI NW FROM LITTLE FALLS.
 RO0241'THE MARK IS 2.55 MILES MEASURED NORTHEASTERLY ALONG TRUNK HIGHWAY 10
 RO0241'FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 28 IN LITTLE FALLS AND
 RO0241'IS AT MILE POINT 142.65.  IT IS 136 FEET NORTHEAST OF THE CENTERLINE
 RO0241'OF TRUNK HIGHWAY 10, 47.1 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 RO0241'BURLINGTON NORTHERN RAILROAD TRACKS, 15 FEET SOUTHEAST OF THE CENTER
 RO0241'OF A DRIVEWAY (NORTHEAST) TO A FARM, 43 FEET SOUTHEAST OF A TELEGRAPH
 RO0241'POLE AND 3.4 FEET NORTHWEST OF A POWER POLE.  THE MARK IS CRIMPED ON
 RO0241'TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD
 RO0241'DRIVEN FLUSH WITH THE GROUND.  IT IS 1.3 FEET SOUTHWEST OF A STEEL
 RO0241'WITNESS POST.  SE 1/4 SECTION 1, T 129N, R 30W.
 RO0241
 RO0241                          STATION RECOVERY (2000)
 RO0241
 RO0241'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0241'3.8 MI (6.1 KM) NW ON TH 10 FROM JCT OF TH 27 IN LITTLE FALLS, AT TH
 RO0241'10 MP 141.85, 325 FT (99.1 M) NE OF WB TH 10, 136 FT (41.5 M) NE OF CO
 RO0241'RD 52, 47 FT (14.3 M) NE OF NE RR RAIL, 15 FT (4.6 M) SE OF DRIVEWAY,
 RO0241'43 FT (13.1 M) SE OF T-POLE, 3.4 FT (1.0 M) NW OF P-POLE, 1.3 FT (0.4
 RO0241'M) SW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0243 ***********************************************************************
 RO0243  DESIGNATION -  4902 M
 RO0243  PID         -  RO0243
 RO0243  STATE/COUNTY-  MN/MORRISON
 RO0243  COUNTRY     -  US
 RO0243  USGS QUAD   -  RANDALL EAST (1989)
 RO0243
 RO0243                         *CURRENT SURVEY CONTROL
 RO0243  ______________________________________________________________________
 RO0243* NAD 83(1986) POSITION- 46 00 00.     (N) 094 23 01.     (W)   SCALED    
 RO0243* NAVD 88 ORTHO HEIGHT -   345.205  (meters)    1132.56  (feet) ADJUSTED  
 RO0243  ______________________________________________________________________
 RO0243  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 RO0243  DYNAMIC HEIGHT  -        345.213 (meters)     1132.59  (feet) COMP
 RO0243  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 RO0243
 RO0243  VERT ORDER      -  SECOND    CLASS 0
 RO0243
 RO0243.The horizontal coordinates were scaled from a topographic map and have
 RO0243.an estimated accuracy of +/- 6 seconds.
 RO0243.
 RO0243.The orthometric height was determined by differential leveling and
 RO0243.adjusted in June 1991.
 RO0243
 RO0243.The dynamic height is computed by dividing the NAVD 88
 RO0243.geopotential number by the normal gravity value computed on the
 RO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0243.degrees latitude (g = 980.6199 gals.).
 RO0243
 RO0243.The modeled gravity was interpolated from observed gravity values.
 RO0243
 RO0243;                    North         East    Units  Estimated Accuracy
 RO0243;SPC MN C     -   211,160.      789,650.      MT  (+/- 180 meters Scaled)
 RO0243
 RO0243                          SUPERSEDED SURVEY CONTROL
 RO0243
 RO0243  NGVD 29 (??/??/92)  345.041  (m)         1132.02   (f) ADJ UNCH    2 0
 RO0243
 RO0243.Superseded values are not recommended for survey control.
 RO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0243.See file dsdata.txt to determine how the superseded data were derived.
 RO0243
 RO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL928949(NAD 83)
 RO0243
 RO0243_MARKER: DB = BENCH MARK DISK
 RO0243_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RO0243+WITH SETTING: PAVEMENT
 RO0243_SP_SET: SEMAPHORE TOWER BASE
 RO0243_STAMPING: 4902 M 1973
 RO0243_MARK LOGO: MNDT  
 RO0243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0243+STABILITY: SURFACE MOTION
 RO0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0243+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0243
 RO0243  HISTORY     - Date     Condition        Report By
 RO0243  HISTORY     - 1973     MONUMENTED       MNDT
 RO0243  HISTORY     - 20001019 GOOD             MNDT
 RO0243
 RO0243                          STATION DESCRIPTION
 RO0243
 RO0243'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0243'0.8 MI NW FROM LITTLE FALLS.
 RO0243'THE MARK IS 1.85 MILES MEASURED NORTH AND NORTHWEST ALONG TRUNK
 RO0243'HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAYS 10, 27 AND 28 IN LITTLE
 RO0243'FALLS AND IS AT MILEPOINT 143.3.  IT IS 112 FEET NORTHEAST OF THE
 RO0243'CENTERLINE OF PRESENT TRUNK HIGHWAY 10, 100 FEET SOUTHEAST OF PROPOSED
 RO0243'TRUNK HIGHWAY 10 BY-PASS, 93 FEET NORTH OF PROPOSED MHD RIGHT-OF-WAY
 RO0243'CORNER NUMBER B-50 AND IS 10.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 RO0243'THE BURLINGTON NORTHERN RAILROAD TRACKS.  IT IS SET IN A DRILL HOLE IN
 RO0243'THE SOUTHEAST CORNER OF A 5 FOOT BY 5 FOOT CONCRETE SIGNAL BASE OF A
 RO0243'SEMAPHORE TOWER.  IT IS 1 FOOT ABOVE THE LEVEL OF THE TRACKS. NW 1/4
 RO0243'SECTION 7, T 129N, R 29W.
 RO0243
 RO0243                          STATION RECOVERY (2000)
 RO0243
 RO0243'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0243'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS 45
 RO0243'FT (13.7 M) SOUTH OF EB TH 10.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0244 ***********************************************************************
 RO0244  DESIGNATION -  4902 N
 RO0244  PID         -  RO0244
 RO0244  STATE/COUNTY-  MN/MORRISON
 RO0244  COUNTRY     -  US
 RO0244  USGS QUAD   -  BELLE PRAIRIE (1979)
 RO0244
 RO0244                         *CURRENT SURVEY CONTROL
 RO0244  ______________________________________________________________________
 RO0244* NAD 83(1986) POSITION- 46 00 00.     (N) 094 22 07.     (W)   SCALED    
 RO0244* NAVD 88 ORTHO HEIGHT -   341.362  (meters)    1119.95  (feet) ADJUSTED  
 RO0244  ______________________________________________________________________
 RO0244  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 RO0244  DYNAMIC HEIGHT  -        341.371 (meters)     1119.98  (feet) COMP
 RO0244  MODELED GRAVITY -    980,630.3   (mgal)                       NAVD 88
 RO0244
 RO0244  VERT ORDER      -  SECOND    CLASS 0
 RO0244
 RO0244.The horizontal coordinates were scaled from a topographic map and have
 RO0244.an estimated accuracy of +/- 6 seconds.
 RO0244.
 RO0244.The orthometric height was determined by differential leveling and
 RO0244.adjusted in June 1991.
 RO0244
 RO0244.The dynamic height is computed by dividing the NAVD 88
 RO0244.geopotential number by the normal gravity value computed on the
 RO0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0244.degrees latitude (g = 980.6199 gals.).
 RO0244
 RO0244.The modeled gravity was interpolated from observed gravity values.
 RO0244
 RO0244;                    North         East    Units  Estimated Accuracy
 RO0244;SPC MN C     -   211,150.      790,810.      MT  (+/- 180 meters Scaled)
 RO0244
 RO0244                          SUPERSEDED SURVEY CONTROL
 RO0244
 RO0244  NGVD 29 (??/??/92)  341.200  (m)         1119.42   (f) ADJ UNCH    2 0
 RO0244
 RO0244.Superseded values are not recommended for survey control.
 RO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0244.See file dsdata.txt to determine how the superseded data were derived.
 RO0244
 RO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL940949(NAD 83)
 RO0244
 RO0244_MARKER: DV = VERTICAL CONTROL DISK
 RO0244_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0244_STAMPING: 4902 N 1973
 RO0244_MARK LOGO: MNDT  
 RO0244_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0244+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0244
 RO0244  HISTORY     - Date     Condition        Report By
 RO0244  HISTORY     - 1973     MONUMENTED       MNDT
 RO0244  HISTORY     - 20001019 GOOD             MNDT
 RO0244
 RO0244                          STATION DESCRIPTION
 RO0244
 RO0244'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0244'0.5 MI N FROM LITTLE FALLS.
 RO0244'THE MARK IS NEAR THE WEST BANK OF THE MISSISSIPPI RIVER AND THE
 RO0244'PROPOSED TRUNK HIGHWAY 10 CROSSING.  IT IS 125 FEET WEST OF THE WEST
 RO0244'BANK OF THE MISSISSIPPI RIVER, 62 FEET WEST OF THE CENTER OF MORRISON
 RO0244'COUNTY ROAD 213, 38.2 FEET WEST OF STATION 301 AT PROPOSED MHD
 RO0244'RIGHT-OF-WAY CORNER B-35, 94 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 RO0244'1 1/2 STORY FRAME HOUSE (PINK), 20 FEET WEST OF 36 INCH ELM TREE, AND
 RO0244'10 FEET EAST OF A 12 INCH ELM TREE.  THE MARK IS CRIMPED ON TOP OF A
 RO0244'5/8 INCH BY 29 FOOT LONG COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE
 RO0244'GROUND.  IT IS 1 FOOT SOUTH OF A STEEL WITNESS POST AND IS 3 FEET
 RO0244'BELOW THE LEVEL OF PROPOSED TRUNK HIGHWAY 10.  NE 1/4 SECTION 7, T
 RO0244'129N, R 29W.
 RO0244
 RO0244                          STATION RECOVERY (2000)
 RO0244
 RO0244'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0244'THE MARK WAS RECOVERED IN GOOD CONDITION. NEW ADDITIONS FOLLOW. THE
 RO0244'MARK IS 0.5 MI (0.8 KM) NORTH OF LITTLE FALLS, AT TH 10 MP 143.20, 103
 RO0244'FT (31.4 M) NORTH OF WB TH 10, MAGNETIC, NOT SUITABLE FOR GPS DUE TO
 RO0244'TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0289 ***********************************************************************
 RO0289  DESIGNATION -  4903 A
 RO0289  PID         -  RO0289
 RO0289  STATE/COUNTY-  MN/MORRISON
 RO0289  COUNTRY     -  US
 RO0289  USGS QUAD   -  MOTLEY (1963)
 RO0289
 RO0289                         *CURRENT SURVEY CONTROL
 RO0289  ______________________________________________________________________
 RO0289* NAD 83(1986) POSITION- 46 19 42.     (N) 094 38 54.     (W)   SCALED    
 RO0289* NAVD 88 ORTHO HEIGHT -   374.779  (meters)    1229.59  (feet) ADJUSTED  
 RO0289  ______________________________________________________________________
 RO0289  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 RO0289  DYNAMIC HEIGHT  -        374.784 (meters)     1229.60  (feet) COMP
 RO0289  MODELED GRAVITY -    980,617.8   (mgal)                       NAVD 88
 RO0289
 RO0289  VERT ORDER      -  SECOND    CLASS 0
 RO0289
 RO0289.The horizontal coordinates were scaled from a topographic map and have
 RO0289.an estimated accuracy of +/- 6 seconds.
 RO0289.
 RO0289.The orthometric height was determined by differential leveling and
 RO0289.adjusted in June 1991.
 RO0289
 RO0289.The dynamic height is computed by dividing the NAVD 88
 RO0289.geopotential number by the normal gravity value computed on the
 RO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0289.degrees latitude (g = 980.6199 gals.).
 RO0289
 RO0289.The modeled gravity was interpolated from observed gravity values.
 RO0289
 RO0289;                    North         East    Units  Estimated Accuracy
 RO0289;SPC MN C     -   247,720.      769,330.      MT  (+/- 180 meters Scaled)
 RO0289
 RO0289                          SUPERSEDED SURVEY CONTROL
 RO0289
 RO0289  NGVD 29 (??/??/92)  374.564  (m)         1228.88   (f) ADJ UNCH    2 0
 RO0289
 RO0289.Superseded values are not recommended for survey control.
 RO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0289.See file dsdata.txt to determine how the superseded data were derived.
 RO0289
 RO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM731318(NAD 83)
 RO0289
 RO0289_MARKER: DV = VERTICAL CONTROL DISK
 RO0289_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0289_STAMPING: 4903 A 1973
 RO0289_MARK LOGO: MNDT  
 RO0289_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0289+SATELLITE: SATELLITE OBSERVATIONS - October 27, 1999
 RO0289
 RO0289  HISTORY     - Date     Condition        Report By
 RO0289  HISTORY     - 1973     MONUMENTED       MNDT
 RO0289  HISTORY     - 19991027 GOOD             MNDT
 RO0289
 RO0289                          STATION DESCRIPTION
 RO0289
 RO0289'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0289'IN MOTLEY.
 RO0289'THE MARK IS 0.8 MILE SOUTH MEASURED ALONG TRUNK HIGHWAY 10 FROM THE
 RO0289'JUNCTION OF TRUNK HIGHWAYS 10 AND 210 AT MOTLEY AND IS AT MILEPOINT
 RO0289'115.6.  IT IS 31.5 FEET WEST OF TRUNK HIGHWAY 10, 41 FEET SOUTH OF AN
 RO0289'EAST-WEST TOWNSHIP ROAD, 0.1 FOOT NORTHWEST OF THE NORTHEAST CORNER OF
 RO0289'CYCLONE FENCE FOR AN ELECTRIC SUB-STATION, AND 18.3 FEET SOUTHEAST OF
 RO0289'A POWER POLE.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16
 RO0289'FOOT LONG COPPER-COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE
 RO0289'GROUND.  IT IS 0.5 FOOT EAST OF A STEEL WITNESS POST AND IS ABOUT
 RO0289'LEVEL WITH TRUNK HIGHWAY 10.  ALL DISTANCES ARE WITH RESPECT TO
 RO0289'CENTERLINE UNLESS OTHERWISE STATED.  SW1/4 SECTION 18, T 133N, R 31W.
 RO0289
 RO0289                          STATION RECOVERY (1999)
 RO0289
 RO0289'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0289'RECOVERED AS DESCRIBED.  PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7165 ***********************************************************************
 AH7165  DESIGNATION -  4903 AA
 AH7165  PID         -  AH7165
 AH7165  STATE/COUNTY-  MN/MORRISON
 AH7165  COUNTRY     -  US
 AH7165  USGS QUAD   -  LINCOLN (1981)
 AH7165
 AH7165                         *CURRENT SURVEY CONTROL
 AH7165  ______________________________________________________________________
 AH7165* NAD 83(1986) POSITION- 46 11 00.     (N) 094 38 11.     (W)   SCALED    
 AH7165* NAVD 88 ORTHO HEIGHT -   406.294  (meters)    1332.98  (feet) ADJUSTED  
 AH7165  ______________________________________________________________________
 AH7165  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 AH7165  DYNAMIC HEIGHT  -        406.295 (meters)     1332.99  (feet) COMP
 AH7165  MODELED GRAVITY -    980,603.9   (mgal)                       NAVD 88
 AH7165
 AH7165  VERT ORDER      -  SECOND    CLASS I
 AH7165
 AH7165.The horizontal coordinates were scaled from a topographic map and have
 AH7165.an estimated accuracy of +/- 6 seconds.
 AH7165.
 AH7165.The orthometric height was determined by differential leveling and
 AH7165.adjusted in May 2000.
 AH7165
 AH7165.The dynamic height is computed by dividing the NAVD 88
 AH7165.geopotential number by the normal gravity value computed on the
 AH7165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7165.degrees latitude (g = 980.6199 gals.).
 AH7165
 AH7165.The modeled gravity was interpolated from observed gravity values.
 AH7165
 AH7165;                    North         East    Units  Estimated Accuracy
 AH7165;SPC MN C     -   231,600.      770,170.      MT  (+/- 180 meters Scaled)
 AH7165
 AH7165                          SUPERSEDED SURVEY CONTROL
 AH7165
 AH7165.No superseded survey control is available for this station.
 AH7165
 AH7165_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM737157(NAD 83)
 AH7165
 AH7165_MARKER: DD = SURVEY DISK
 AH7165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7165_STAMPING: 4903 AA 1994
 AH7165_MARK LOGO: MNDT  
 AH7165_PROJECTION: RECESSED 3 CENTIMETERS
 AH7165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7165+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7165_ROD/PIPE-DEPTH: 10.7 meters
 AH7165
 AH7165  HISTORY     - Date     Condition        Report By
 AH7165  HISTORY     - 1994     MONUMENTED       MNDT
 AH7165
 AH7165                          STATION DESCRIPTION
 AH7165
 AH7165'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7165'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SSE OF THE TOWN OF LINCOLN,
 AH7165'2.75 MI (4.43 KM) SSE ALONG TH 10 FROM THE JCT OF TH 10 AND CO RD 7 AT
 AH7165'LINCOLN, AT TH 10 MP 125.9, 107.7 FT (32.8 M) NE OF WB TH 10, 68.1 FT
 AH7165'(20.8 M) NW OF A WIT POST, 43.5 FT (13.3 M) NW OF AN ENT, AND 2.0 FT
 AH7165'(0.6 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0291 ***********************************************************************
 RO0291  DESIGNATION -  4903 C
 RO0291  PID         -  RO0291
 RO0291  STATE/COUNTY-  MN/MORRISON
 RO0291  COUNTRY     -  US
 RO0291  USGS QUAD   -  MOTLEY (1963)
 RO0291
 RO0291                         *CURRENT SURVEY CONTROL
 RO0291  ______________________________________________________________________
 RO0291* NAD 83(2007) POSITION- 46 18 41.83949(N) 094 38 46.68465(W)   ADJUSTED  
 RO0291* NAD 83(2007) ELLIP HT-   347.591 (meters)        (02/10/07)   ADJUSTED
 RO0291* NAD 83(2007) EPOCH   -  2002.00
 RO0291* NAVD 88 ORTHO HEIGHT -   374.613  (meters)    1229.04  (feet) ADJUSTED  
 RO0291  ______________________________________________________________________
 RO0291  NAD 83(2007) X  -   -357,519.283 (meters)                     COMP
 RO0291  NAD 83(2007) Y  - -4,399,074.135 (meters)                     COMP
 RO0291  NAD 83(2007) Z  -  4,589,492.692 (meters)                     COMP
 RO0291  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC09
 RO0291  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 RO0291  DYNAMIC HEIGHT  -        374.617 (meters)     1229.06  (feet) COMP
 RO0291  MODELED GRAVITY -    980,614.0   (mgal)                       NAVD 88
 RO0291
 RO0291  VERT ORDER      -  SECOND    CLASS 0
 RO0291
 RO0291  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0291  Type                                         Horiz  Ellip  Dist(km)
 RO0291  -------------------------------------------------------------------
 RO0291  NETWORK                                       0.76   1.04
 RO0291  -------------------------------------------------------------------
 RO0291  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.88   1.10     10.06
 RO0291  -------------------------------------------------------------------
 RO0291  NOTE: Click here for information on individual local accuracy
 RO0291  values and other accuracy information.
 RO0291
 RO0291
 RO0291.The horizontal coordinates were established by GPS observations
 RO0291.and adjusted by the National Geodetic Survey in February 2007.
 RO0291
 RO0291.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0291.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0291
 RO0291.The horizontal coordinates are valid at the epoch date displayed above
 RO0291.which is a decimal equivalence of Year/Month/Day.
 RO0291
 RO0291.The orthometric height was determined by differential leveling and
 RO0291.adjusted in June 1991.
 RO0291
 RO0291.Photographs are available for this station.
 RO0291
 RO0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0291
 RO0291.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0291
 RO0291.The ellipsoidal height was determined by GPS observations
 RO0291.and is referenced to NAD 83.
 RO0291
 RO0291.The dynamic height is computed by dividing the NAVD 88
 RO0291.geopotential number by the normal gravity value computed on the
 RO0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0291.degrees latitude (g = 980.6199 gals.).
 RO0291
 RO0291.The modeled gravity was interpolated from observed gravity values.
 RO0291
 RO0291. The following values were computed from the NAD 83(2007) position.
 RO0291
 RO0291;                    North         East     Units Scale Factor Converg.
 RO0291;SPC MN C     -   245,857.996   769,476.494   MT  0.99992211   -0 17 12.0
 RO0291;SPC MN C     -   806,619.11  2,524,524.13   sFT  0.99992211   -0 17 12.0
 RO0291;UTM  15      - 5,129,988.820   373,241.383   MT  0.99979751   -1 11 26.2
 RO0291
 RO0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0291!SPC MN C     -   0.99994551  x   0.99992211  =   0.99986763
 RO0291!UTM  15      -   0.99994551  x   0.99979751  =   0.99974303
 RO0291
 RO0291                          SUPERSEDED SURVEY CONTROL
 RO0291
 RO0291  NAD 83(1996)-  46 18 41.83936(N)    094 38 46.68429(W) AD(       ) 1
 RO0291  ELLIP H (05/07/04)  347.621  (m)                       GP(       ) 4 1
 RO0291  NAVD 88 (05/07/04)  374.7    (m)  GEOID99 model used   GPS OBS        
 RO0291  NGVD 29 (??/??/92)  374.40   (m)         1228.3    (f) COMPUTED    2 0
 RO0291
 RO0291.Superseded values are not recommended for survey control.
 RO0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0291.See file dsdata.txt to determine how the superseded data were derived.
 RO0291
 RO0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7324129988(NAD 83)
 RO0291
 RO0291_MARKER: DV = VERTICAL CONTROL DISK
 RO0291_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0291_SP_SET: COPPER-CLAD STEEL ROD
 RO0291_STAMPING: 4903 C 1973
 RO0291_MARK LOGO: MNHD  
 RO0291_PROJECTION: RECESSED 5 CENTIMETERS
 RO0291_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 RO0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0291+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 RO0291_ROD/PIPE-DEPTH:  7.3 meters
 RO0291
 RO0291  HISTORY     - Date     Condition        Report By
 RO0291  HISTORY     - 1973     MONUMENTED       MNHD
 RO0291  HISTORY     - 1989     GOOD             MNDT
 RO0291  HISTORY     - 19991101 GOOD             MNDT
 RO0291  HISTORY     - 2003     GOOD             MNDT
 RO0291  HISTORY     - 20050516 GOOD             MNDT
 RO0291
 RO0291                          STATION DESCRIPTION
 RO0291
 RO0291'DESCRIBED BY MN HIGHWAY DEPT 1973
 RO0291'1 MI S FROM MOTLEY.
 RO0291'THE MARK IS EAST OF THE JUNCTION OF TRUNK HIGHWAY 10 AND MORRISON
 RO0291'COUNTY ROAD 1 AT MILEPOINT 116.9.  IT IS 2 MILES MEASURED SOUTH ALONG
 RO0291'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAYS 10 AND 210 IN
 RO0291'MOTLEY.  IT IS 457 FEET (CHAINED) EAST OF TRUNK HIGHWAY 10, 57 FEET
 RO0291'NORTH OF MORRISON COUNTY ROAD 1, 9 FEET EAST OF A FIELD ENTRANCE
 RO0291'(NORTH), 128.8 FEET NORTH-NORTHWEST OF A POWER POLE, AND 1.8 FEET
 RO0291'SOUTHEAST OF A FENCE CORNER POST (T FENCE NORTH).  THE MARK IS CRIMPED
 RO0291'ON THE TOP OF A 5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL
 RO0291'ROD THAT IS DRIVEN FLUSH WITH THE GROUND.  IT IS 0.9 FOOT WEST OF A
 RO0291'STEEL WITNESS POST AND IS ABOUT LEVEL WITH THE COUNTY ROAD. ALL
 RO0291'DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE STATED.
 RO0291'SW1/4 SECTION 19, T 133N, R 31W.
 RO0291
 RO0291                          STATION RECOVERY (1989)
 RO0291
 RO0291'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 RO0291'RECOVERED AD DESCRIBED.
 RO0291
 RO0291                          STATION RECOVERY (1999)
 RO0291
 RO0291'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 RO0291'THE MARK WAS RECOVERED 57 FT (17.4 M) NORTH OF CO RD 28, RECESSED 2
 RO0291'INCHES, AND AS PREVIOUSLY DESCRIBED.
 RO0291
 RO0291                          STATION RECOVERY (2003)
 RO0291
 RO0291'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 RO0291'2 MI SOUTH ON TH 10 FROM JCT OF TH 10 AND TH 210 AT MOTLEY, 457 FT
 RO0291'EAST OF TH 10, AT TH 10 MP 116.9, 57 FT NORTH OF CO RD 28, 9 FT EAST
 RO0291'OF FIELD ENT NORTH, 128.8 FT NNW OF P-POLE, 1.8 FT SE OF FENCE COR,
 RO0291'0.9 FT WEST OF WIT POST, RECESSED 2 INCH,  MAGNETIC, GPS OK
 RO0291
 RO0291                          STATION RECOVERY (2005)
 RO0291
 RO0291'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 RO0291'2 MILES SOUTH ON TRUNK HIGHWAY 10 FROM JUNCTION OF TRUNK HIGHWAY 10
 RO0291'AND TRUNK  HIGHWAY 210 AT MOTLEY, AT TRUNK HIGHWAY 10 MILEPOINT 116.9,
 RO0291'45 7 FEET EAST OF TRUNK  HIGHWAY 10, 57 FEET NORTH OF COUNTY ROAD 28,
 RO0291'9 FEET EAST OF FIELD ENTRANCE NORTH, 128.8  FEET NORTH-NORTHWEST OF
 RO0291'POWER POLE, 1.8 FEET SOUTHEAST OF FENCE CORNER, 0.9 FOOTWEST  OF
 RO0291'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0295 ***********************************************************************
 RO0295  DESIGNATION -  4903 F
 RO0295  PID         -  RO0295
 RO0295  STATE/COUNTY-  MN/MORRISON
 RO0295  COUNTRY     -  US
 RO0295  USGS QUAD   -  MOTLEY (1963)
 RO0295
 RO0295                         *CURRENT SURVEY CONTROL
 RO0295  ______________________________________________________________________
 RO0295* NAD 83(1986) POSITION- 46 16 06.     (N) 094 38 43.     (W)   SCALED    
 RO0295* NAVD 88 ORTHO HEIGHT -   397.062  (meters)    1302.69  (feet) ADJUSTED  
 RO0295  ______________________________________________________________________
 RO0295  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 RO0295  DYNAMIC HEIGHT  -        397.063 (meters)     1302.70  (feet) COMP
 RO0295  MODELED GRAVITY -    980,604.5   (mgal)                       NAVD 88
 RO0295
 RO0295  VERT ORDER      -  SECOND    CLASS 0
 RO0295
 RO0295.The horizontal coordinates were scaled from a topographic map and have
 RO0295.an estimated accuracy of +/- 6 seconds.
 RO0295.
 RO0295.The orthometric height was determined by differential leveling and
 RO0295.adjusted in June 1991.
 RO0295
 RO0295.The dynamic height is computed by dividing the NAVD 88
 RO0295.geopotential number by the normal gravity value computed on the
 RO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0295.degrees latitude (g = 980.6199 gals.).
 RO0295
 RO0295.The modeled gravity was interpolated from observed gravity values.
 RO0295
 RO0295;                    North         East    Units  Estimated Accuracy
 RO0295;SPC MN C     -   241,050.      769,530.      MT  (+/- 180 meters Scaled)
 RO0295
 RO0295                          SUPERSEDED SURVEY CONTROL
 RO0295
 RO0295  NGVD 29 (??/??/92)  396.849  (m)         1302.00   (f) ADJ UNCH    2 0
 RO0295
 RO0295.Superseded values are not recommended for survey control.
 RO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0295.See file dsdata.txt to determine how the superseded data were derived.
 RO0295
 RO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM732251(NAD 83)
 RO0295
 RO0295_MARKER: DD = SURVEY DISK
 RO0295_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0295+WITH SETTING: INTO GROUND
 RO0295_SP_SET: METAL ROD WITH BASE PLATE
 RO0295_STAMPING: 4903 F 1973
 RO0295_MARK LOGO: MNDT  
 RO0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0295+STABILITY: SURFACE MOTION
 RO0295
 RO0295  HISTORY     - Date     Condition        Report By
 RO0295  HISTORY     - 1973     MONUMENTED       MNDT
 RO0295  HISTORY     - 1989     GOOD             MNDT
 RO0295
 RO0295                          STATION DESCRIPTION
 RO0295
 RO0295'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0295'4 MI S FROM MOTLEY.
 RO0295'THE MARK IS 5.2 MILES MEASURED SOUTH ALONG TRUNK HIGHWAY 10 FROM THE
 RO0295'JUNCTION OF TRUNK HIGHWAYS 10 AND 210 IN MOTLEY, AND IS AT MILEPOINT
 RO0295'119.8.  IT IS 102 FEET WEST OF TRUNK HIGHWAY 10, 90 FEET SOUTH OF THE
 RO0295'EXTENDED CENTER OF TOWNSHIP ROAD EAST, 14 FEET WEST OF A FENCE CORNER
 RO0295'AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK IS CRIMPED ON THE TOP OF A
 RO0295'5/8 INCH DIAMETER BY 24 FOOT LONG COPPER-COATED STEEL ROD DRIVEN FLUSH
 RO0295'WITH THE GROUND.  IT IS EAST OF A STEEL WITNESS POST AND IS ABOUT
 RO0295'LEVEL WITH THE HIGHWAY.  ALL DISTANCES ARE WITH RESPECT TO CENTERLINE
 RO0295'UNLESS OTHERWISE STATED.  NW1/4 SECTION 7, T 132N, R 31W.
 RO0295
 RO0295                          STATION RECOVERY (1989)
 RO0295
 RO0295'RECOVERY NOTE BY MN DEPT OF TRANSP 1989
 RO0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0297 ***********************************************************************
 RO0297  DESIGNATION -  4903 G
 RO0297  PID         -  RO0297
 RO0297  STATE/COUNTY-  MN/MORRISON
 RO0297  COUNTRY     -  US
 RO0297  USGS QUAD   -  LINCOLN (1981)
 RO0297
 RO0297                         *CURRENT SURVEY CONTROL
 RO0297  ______________________________________________________________________
 RO0297* NAD 83(2007) POSITION- 46 14 19.03648(N) 094 38 14.41955(W)   ADJUSTED  
 RO0297* NAD 83(2007) ELLIP HT-   363.506 (meters)        (02/10/07)   ADJUSTED
 RO0297* NAD 83(2007) EPOCH   -  2002.00
 RO0297* NAVD 88 ORTHO HEIGHT -   390.529  (meters)    1281.26  (feet) ADJUSTED  
 RO0297  ______________________________________________________________________
 RO0297  NAD 83(2007) X  -   -357,306.171 (meters)                     COMP
 RO0297  NAD 83(2007) Y  - -4,404,986.205 (meters)                     COMP
 RO0297  NAD 83(2007) Z  -  4,583,895.147 (meters)                     COMP
 RO0297  LAPLACE CORR    -          0.33  (seconds)                    DEFLEC09
 RO0297  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 RO0297  DYNAMIC HEIGHT  -        390.529 (meters)     1281.26  (feet) COMP
 RO0297  MODELED GRAVITY -    980,602.2   (mgal)                       NAVD 88
 RO0297
 RO0297  VERT ORDER      -  SECOND    CLASS I
 RO0297
 RO0297  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0297  Type                                         Horiz  Ellip  Dist(km)
 RO0297  -------------------------------------------------------------------
 RO0297  NETWORK                                       1.05   1.12
 RO0297  -------------------------------------------------------------------
 RO0297  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.89   0.92     11.33
 RO0297  -------------------------------------------------------------------
 RO0297  NOTE: Click here for information on individual local accuracy
 RO0297  values and other accuracy information.
 RO0297
 RO0297
 RO0297.The horizontal coordinates were established by GPS observations
 RO0297.and adjusted by the National Geodetic Survey in February 2007.
 RO0297
 RO0297.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0297.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0297
 RO0297.The horizontal coordinates are valid at the epoch date displayed above
 RO0297.which is a decimal equivalence of Year/Month/Day.
 RO0297
 RO0297.The orthometric height was determined by differential leveling and
 RO0297.adjusted in May 2000.
 RO0297
 RO0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0297
 RO0297.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0297
 RO0297.The ellipsoidal height was determined by GPS observations
 RO0297.and is referenced to NAD 83.
 RO0297
 RO0297.The dynamic height is computed by dividing the NAVD 88
 RO0297.geopotential number by the normal gravity value computed on the
 RO0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0297.degrees latitude (g = 980.6199 gals.).
 RO0297
 RO0297.The modeled gravity was interpolated from observed gravity values.
 RO0297
 RO0297. The following values were computed from the NAD 83(2007) position.
 RO0297
 RO0297;                    North         East     Units Scale Factor Converg.
 RO0297;SPC MN C     -   237,740.774   770,127.111   MT  0.99992343   -0 16 48.7
 RO0297;SPC MN C     -   779,987.86  2,526,658.70   sFT  0.99992343   -0 16 48.7
 RO0297;UTM  15      - 5,121,863.375   373,763.900   MT  0.99979589   -1 10 57.7
 RO0297
 RO0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0297!SPC MN C     -   0.99994302  x   0.99992343  =   0.99986645
 RO0297!UTM  15      -   0.99994302  x   0.99979589  =   0.99973892
 RO0297
 RO0297                          SUPERSEDED SURVEY CONTROL
 RO0297
 RO0297  NAD 83(1996)-  46 14 19.03652(N)    094 38 14.41935(W) AD(       ) 1
 RO0297  ELLIP H (03/16/99)  363.544  (m)                       GP(       ) 4 1
 RO0297  NAD 83(1986)-  46 14 19.03452(N)    094 38 14.40986(W) AD(       ) 1
 RO0297  NAVD 88 (08/02/96)  390.52   (m)         1281.2    (f) LEVELING    3  
 RO0297  NAVD 88 (06/15/91)  390.519  (m)         1281.23   (f) SUPERSEDED  2 0
 RO0297  NGVD 29 (??/??/92)  390.309  (m)         1280.54   (f) ADJ UNCH    2 0
 RO0297
 RO0297.Superseded values are not recommended for survey control.
 RO0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0297.See file dsdata.txt to determine how the superseded data were derived.
 RO0297
 RO0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7376321863(NAD 83)
 RO0297
 RO0297_MARKER: DV = VERTICAL CONTROL DISK
 RO0297_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0297_STAMPING: 4903 G 1973
 RO0297_MARK LOGO: MNDT  
 RO0297_PROJECTION: FLUSH
 RO0297_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0297+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 RO0297
 RO0297  HISTORY     - Date     Condition        Report By
 RO0297  HISTORY     - 1973     MONUMENTED       MNDT
 RO0297  HISTORY     - 19930714 GOOD             MNDT
 RO0297  HISTORY     - 19951003 GOOD             MNDT
 RO0297
 RO0297                          STATION DESCRIPTION
 RO0297
 RO0297'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0297'2 MI N FROM LINCOLN.
 RO0297'THE MARK IS 0.2 MILE EAST ALONG MORRISON COUNTY ROAD 203 FROM ITS
 RO0297'JUNCTION WITH TRUNK HIGHWAY 10 AT MILEPOINT 121.85, WHICH IS 7.15
 RO0297'MILES MEASURED SOUTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 RO0297'HIGHWAYS 10 AND 210 IN MOTLEY.  IT IS 35 FEET NORTH OF THE CENTER OF
 RO0297'COUNTY ROAD, 142 FEET NORTHWEST OF A TELEPHONE POLE AND 9 FEET WEST OF
 RO0297'TWIN 15 INCH OAK TREES.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH
 RO0297'DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD DRIVEN FLUSH WITH THE
 RO0297'GROUND.  IT IS 0.8 FOOT SOUTH OF A STEEL WITNESS POST AND IS ABOUT
 RO0297'LEVEL WITH THE COUNTY ROAD.  SW1/4 SECTION 18, T 132N, R 31W.
 RO0297
 RO0297                          STATION RECOVERY (1993)
 RO0297
 RO0297'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 RO0297'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE NGS
 RO0297'VERTICAL LINE 23151.
 RO0297
 RO0297                          STATION RECOVERY (1995)
 RO0297
 RO0297'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0297'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH OF THE TOWN OF MOTLEY,
 RO0297'7.15 MI (11.51 KM) SOUTH ON CO RD 20 (OLD TH 10) FROM THE JCT OF CO RD
 RO0297'20 AND TH 210 AT MOTLEY, THEN 0.2 MI (0.3 KM) EAST ON CO RD 203, 35 FT
 RO0297'(10.7 M) NORTH OF CO RD 203, 143 FT (43.6 M) NW OF A P-POLE, AND 0.8
 RO0297'FT (24.4 CM) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0298 ***********************************************************************
 RO0298  DESIGNATION -  4903 H
 RO0298  PID         -  RO0298
 RO0298  STATE/COUNTY-  MN/MORRISON
 RO0298  COUNTRY     -  US
 RO0298  USGS QUAD   -  LINCOLN (1981)
 RO0298
 RO0298                         *CURRENT SURVEY CONTROL
 RO0298  ______________________________________________________________________
 RO0298* NAD 83(1986) POSITION- 46 13 30.     (N) 094 38 25.     (W)   SCALED    
 RO0298* NAVD 88 ORTHO HEIGHT -   398.722  (meters)    1308.14  (feet) ADJUSTED  
 RO0298  ______________________________________________________________________
 RO0298  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 RO0298  DYNAMIC HEIGHT  -        398.721 (meters)     1308.14  (feet) COMP
 RO0298  MODELED GRAVITY -    980,602.3   (mgal)                       NAVD 88
 RO0298
 RO0298  VERT ORDER      -  SECOND    CLASS 0
 RO0298
 RO0298.The horizontal coordinates were scaled from a topographic map and have
 RO0298.an estimated accuracy of +/- 6 seconds.
 RO0298.
 RO0298.The orthometric height was determined by differential leveling and
 RO0298.adjusted in June 1991.
 RO0298
 RO0298.The dynamic height is computed by dividing the NAVD 88
 RO0298.geopotential number by the normal gravity value computed on the
 RO0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0298.degrees latitude (g = 980.6199 gals.).
 RO0298
 RO0298.The modeled gravity was interpolated from observed gravity values.
 RO0298
 RO0298;                    North         East    Units  Estimated Accuracy
 RO0298;SPC MN C     -   236,230.      769,890.      MT  (+/- 180 meters Scaled)
 RO0298
 RO0298                          SUPERSEDED SURVEY CONTROL
 RO0298
 RO0298  NGVD 29 (??/??/92)  398.513  (m)         1307.45   (f) ADJ UNCH    2 0
 RO0298
 RO0298.Superseded values are not recommended for survey control.
 RO0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0298.See file dsdata.txt to determine how the superseded data were derived.
 RO0298
 RO0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM735203(NAD 83)
 RO0298
 RO0298_MARKER: DV = VERTICAL CONTROL DISK
 RO0298_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0298_STAMPING: 4903 H 1973
 RO0298_MARK LOGO: MNDT  
 RO0298_PROJECTION: FLUSH
 RO0298_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0298+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 RO0298
 RO0298  HISTORY     - Date     Condition        Report By
 RO0298  HISTORY     - 1973     MONUMENTED       MNDT
 RO0298  HISTORY     - 19951003 GOOD             MNDT
 RO0298
 RO0298                          STATION DESCRIPTION
 RO0298
 RO0298'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0298'1 MI N FROM LINCOLN.
 RO0298'THE MARK IS NEAR THE JUNCTION OF TRUNK HIGHWAY 10 AND MORRISON COUNTY
 RO0298'ROAD 3 AT MILEPOINT 122.85 WHICH IS 8.15 MILES MEASURED SOUTH ALONG
 RO0298'TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAYS 10 AND 210 AT
 RO0298'MOTLEY.  IT IS 135 FEET EAST OF TRUNK HIGHWAY 10, 34 FEET NORTH OF
 RO0298'MORRISON COUNTY ROAD 3, 88.1 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 RO0298'1 1/2 STORY FRAME BUILDING (LINCOLN EVANGELICAL FREE CHURCH), 1.5 FEET
 RO0298'SOUTH-SOUTHWEST OF A FENCE POST (SOUTH END OF FENCE LINE).  THE MARK
 RO0298'IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-COATED
 RO0298'STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1.3 FEET WEST OF A
 RO0298'STEEL WITNESS POST AND IS 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 RO0298'NOTE-- ALL DISTANCES ARE WITH RESPECT TO CENTERLINE UNLESS OTHERWISE
 RO0298'STATED.  SW1/4 SECTION 19, T 132N, R 31W.
 RO0298
 RO0298                          STATION RECOVERY (1995)
 RO0298
 RO0298'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0298'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH OF THE TOWN OF MOTLEY,
 RO0298'8.15 MI (13.12 KM) SOUTH ALONG CO RD 20 (OLD TH 10) FROM THE JCT OF CO
 RO0298'RD 20 AND TH 210 AT MOTLEY, THEN 0.25 MI (0.40 KM) EAST ON CO RD 3, 34
 RO0298'FT (10.4 M) NORTH OF CO RD 3, 90.3 FT (27.5 M) SE OF THE SOUTH COR OF
 RO0298'A L-SHAPED CHURCH, 96 FT (29.3 M) SOUTH OF THE SE COR OF THE CHURCH,
 RO0298'AND 1.2 FT (0.4 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0300 ***********************************************************************
 RO0300  DESIGNATION -  4903 K
 RO0300  PID         -  RO0300
 RO0300  STATE/COUNTY-  MN/MORRISON
 RO0300  COUNTRY     -  US
 RO0300  USGS QUAD   -  LINCOLN (1981)
 RO0300
 RO0300                         *CURRENT SURVEY CONTROL
 RO0300  ______________________________________________________________________
 RO0300* NAD 83(1986) POSITION- 46 12 06.     (N) 094 37 43.     (W)   SCALED    
 RO0300* NAVD 88 ORTHO HEIGHT -   390.993  (meters)    1282.78  (feet) ADJUSTED  
 RO0300  ______________________________________________________________________
 RO0300  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 RO0300  DYNAMIC HEIGHT  -        390.993 (meters)     1282.78  (feet) COMP
 RO0300  MODELED GRAVITY -    980,603.1   (mgal)                       NAVD 88
 RO0300
 RO0300  VERT ORDER      -  SECOND    CLASS 0
 RO0300
 RO0300.The horizontal coordinates were scaled from a topographic map and have
 RO0300.an estimated accuracy of +/- 6 seconds.
 RO0300.
 RO0300.The orthometric height was determined by differential leveling and
 RO0300.adjusted in June 1991.
 RO0300
 RO0300.The dynamic height is computed by dividing the NAVD 88
 RO0300.geopotential number by the normal gravity value computed on the
 RO0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0300.degrees latitude (g = 980.6199 gals.).
 RO0300
 RO0300.The modeled gravity was interpolated from observed gravity values.
 RO0300
 RO0300;                    North         East    Units  Estimated Accuracy
 RO0300;SPC MN C     -   233,630.      770,780.      MT  (+/- 180 meters Scaled)
 RO0300
 RO0300                          SUPERSEDED SURVEY CONTROL
 RO0300
 RO0300  NGVD 29 (??/??/92)  390.790  (m)         1282.12   (f) ADJ UNCH    2 0
 RO0300
 RO0300.Superseded values are not recommended for survey control.
 RO0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0300.See file dsdata.txt to determine how the superseded data were derived.
 RO0300
 RO0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM743177(NAD 83)
 RO0300
 RO0300_MARKER: DD = SURVEY DISK
 RO0300_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0300+WITH SETTING: INTO GROUND
 RO0300_STAMPING: 4903 K 1973
 RO0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0300+STABILITY: SURFACE MOTION
 RO0300
 RO0300  HISTORY     - Date     Condition        Report By
 RO0300  HISTORY     - 1973     MONUMENTED       MNDT
 RO0300
 RO0300                          STATION DESCRIPTION
 RO0300
 RO0300'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0300'0.8 MI SE FROM LINCOLN.
 RO0300'THE MARK IS 0.1 MILE NORTHEAST ALONG A TOWNSHIP ROAD (TO BIRCH ACRES
 RO0300'RESORT) FROM ITS JUNCTION WITH TRUNK HIGHWAY 10 AT MILEPOINT 125.05,
 RO0300'WHICH IS 10.1 MILES MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE
 RO0300'JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL AND IS 10.4 MILES
 RO0300'MEASURED SOUTH ALONG TRUNK HIGHWAY 10 FROM THE JUNCTION OF TRUNK
 RO0300'HIGHWAYS 10 AND 210 IN MOTLEY.  IT IS 22 FEET SOUTHWEST OF THE CENTER
 RO0300'OF THE TOWNSHIP ROAD, 1.5 FEET WEST OF FENCE CORNER (WOOD POLE FENCE),
 RO0300'48.4 FEET NORTHEAST OF A POWER POLE AND 28.5 FEET SOUTHEAST OF A 20
 RO0300'INCH OAK TREE.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY
 RO0300'15 FOOT LONG COPPER-COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE
 RO0300'GROUND.  IT IS 0.8 FOOT SOUTH OF A STEEL WITNESS POST AND IS 1 FOOT
 RO0300'ABOVE THE LEVEL OF THE TOWNSHIP ROAD.  SE1/4 SECTION 31, T 132N, R
 RO0300'31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0301 ***********************************************************************
 RO0301  DESIGNATION -  4903 L
 RO0301  PID         -  RO0301
 RO0301  STATE/COUNTY-  MN/MORRISON
 RO0301  COUNTRY     -  US
 RO0301  USGS QUAD   -  CUSHING (1981)
 RO0301
 RO0301                         *CURRENT SURVEY CONTROL
 RO0301  ______________________________________________________________________
 RO0301* NAD 83(1986) POSITION- 46 11 24.     (N) 094 37 01.     (W)   SCALED    
 RO0301* NAVD 88 ORTHO HEIGHT -   397.813  (meters)    1305.16  (feet) ADJUSTED  
 RO0301  ______________________________________________________________________
 RO0301  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 RO0301  DYNAMIC HEIGHT  -        397.813 (meters)     1305.16  (feet) COMP
 RO0301  MODELED GRAVITY -    980,604.2   (mgal)                       NAVD 88
 RO0301
 RO0301  VERT ORDER      -  SECOND    CLASS 0
 RO0301
 RO0301.The horizontal coordinates were scaled from a topographic map and have
 RO0301.an estimated accuracy of +/- 6 seconds.
 RO0301.
 RO0301.The orthometric height was determined by differential leveling and
 RO0301.adjusted in June 1991.
 RO0301
 RO0301.The dynamic height is computed by dividing the NAVD 88
 RO0301.geopotential number by the normal gravity value computed on the
 RO0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0301.degrees latitude (g = 980.6199 gals.).
 RO0301
 RO0301.The modeled gravity was interpolated from observed gravity values.
 RO0301
 RO0301;                    North         East    Units  Estimated Accuracy
 RO0301;SPC MN C     -   232,330.      771,680.      MT  (+/- 180 meters Scaled)
 RO0301
 RO0301                          SUPERSEDED SURVEY CONTROL
 RO0301
 RO0301  NGVD 29 (??/??/92)  397.611  (m)         1304.50   (f) ADJ UNCH    2 0
 RO0301
 RO0301.Superseded values are not recommended for survey control.
 RO0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0301.See file dsdata.txt to determine how the superseded data were derived.
 RO0301
 RO0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM752164(NAD 83)
 RO0301
 RO0301_MARKER: DD = SURVEY DISK
 RO0301_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RO0301+WITH SETTING: INTO GROUND
 RO0301_STAMPING: 4903 L 1973
 RO0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0301+STABILITY: SURFACE MOTION
 RO0301
 RO0301  HISTORY     - Date     Condition        Report By
 RO0301  HISTORY     - 1973     MONUMENTED       MNDT
 RO0301
 RO0301                          STATION DESCRIPTION
 RO0301
 RO0301'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0301'1.8 MI SE FROM LINCOLN.
 RO0301'THE MARK IS 9.55 MILES MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM
 RO0301'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL, AND IS AT
 RO0301'MILEPOINT 125.6.  IT IS 129 FEET WEST OF THE CENTERLINE OF TRUNK
 RO0301'HIGHWAY 10, 17 FEET NORTH OF THE CENTER OF TRAIL (TO OLD GRAVEL PIT),
 RO0301'51.6 FEET WEST OF WEST RAIL OF THE BURLINGTON NORTHERN RAILROAD
 RO0301'TRACKS, 43 FEET NORTHWEST OF RAILROAD CROSSING POST, AND 22 FEET SOUTH
 RO0301'OF TELEGRAPH POLE NUMBER 660.  THE MARK IS CRIMPED ON TOP OF A 5/8
 RO0301'INCH DIAMETER BY 16 FEET LONG COPPER-COATED STEEL ROD DRIVEN INTO THE
 RO0301'GROUND.  IT IS BURIED 2 INCHES BELOW THE GROUND, IS 1 FOOT EAST OF A
 RO0301'STEEL WITNESS POST AND IS 1 FOOT BELOW THE LEVEL OF THE RAILROAD.
 RO0301'NW1/4 SECTION 5, T 131, R 31W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0304 ***********************************************************************
 RO0304  DESIGNATION -  4903 N
 RO0304  PID         -  RO0304
 RO0304  STATE/COUNTY-  MN/MORRISON
 RO0304  COUNTRY     -  US
 RO0304  USGS QUAD   -  CUSHING (1981)
 RO0304
 RO0304                         *CURRENT SURVEY CONTROL
 RO0304  ______________________________________________________________________
 RO0304* NAD 83(1986) POSITION- 46 09 54.     (N) 094 35 55.     (W)   SCALED    
 RO0304* NAVD 88 ORTHO HEIGHT -   400.061  (meters)    1312.53  (feet) ADJUSTED  
 RO0304  ______________________________________________________________________
 RO0304  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 RO0304  DYNAMIC HEIGHT  -        400.063 (meters)     1312.54  (feet) COMP
 RO0304  MODELED GRAVITY -    980,606.8   (mgal)                       NAVD 88
 RO0304
 RO0304  VERT ORDER      -  SECOND    CLASS 0
 RO0304
 RO0304.The horizontal coordinates were scaled from a topographic map and have
 RO0304.an estimated accuracy of +/- 6 seconds.
 RO0304.
 RO0304.The orthometric height was determined by differential leveling and
 RO0304.adjusted in June 1991.
 RO0304
 RO0304.The dynamic height is computed by dividing the NAVD 88
 RO0304.geopotential number by the normal gravity value computed on the
 RO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0304.degrees latitude (g = 980.6199 gals.).
 RO0304
 RO0304.The modeled gravity was interpolated from observed gravity values.
 RO0304
 RO0304;                    North         East    Units  Estimated Accuracy
 RO0304;SPC MN C     -   229,540.      773,080.      MT  (+/- 180 meters Scaled)
 RO0304
 RO0304                          SUPERSEDED SURVEY CONTROL
 RO0304
 RO0304  NGVD 29 (??/??/92)  399.864  (m)         1311.89   (f) ADJ UNCH    2 0
 RO0304
 RO0304.Superseded values are not recommended for survey control.
 RO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0304.See file dsdata.txt to determine how the superseded data were derived.
 RO0304
 RO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM765136(NAD 83)
 RO0304
 RO0304_MARKER: DV = VERTICAL CONTROL DISK
 RO0304_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0304_STAMPING: 4903 N 1973
 RO0304_MARK LOGO: MNDT  
 RO0304_PROJECTION: FLUSH
 RO0304_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0304+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 RO0304
 RO0304  HISTORY     - Date     Condition        Report By
 RO0304  HISTORY     - 1973     MONUMENTED       MNDT
 RO0304  HISTORY     - 19951003 GOOD             MNDT
 RO0304
 RO0304                          STATION DESCRIPTION
 RO0304
 RO0304'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0304'2 MI NW FROM CUSHING.
 RO0304'THE MARK IS 7.35 MILES MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM
 RO0304'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL AND IS AT
 RO0304'MILEPOINT 127.75.  IT IS EAST OF TRUNK HIGHWAY 10, 95 FEET EAST OF THE
 RO0304'EAST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 41 FEET EAST OF
 RO0304'A DIRT ROAD, 93.5 FEET SOUTHEAST OF A TELEGRAPH POLE, 44.4 FEET
 RO0304'NORTHEAST OF A TELEGRAPH POLE, AND 44 FEET SOUTH OF A 3 FOOT BY 5 FOOT
 RO0304'BOULDER.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16 FOOT
 RO0304'LONG COPPER-COATED STEEL ROD THAT IS DRIVEN INTO THE GROUND. IT IS 1
 RO0304'FOOT WEST OF A STEEL WITNESS POST, PROJECTS 2 INCHES ABOVE THE SURFACE
 RO0304'OF THE GROUND, IS ABOUT LEVEL WITH THE RAILROAD AND IS 5 FEET BELOW
 RO0304'THE LEVEL OF THE HIGHWAY.  NE1/4 SECTION 8, T 131, R 31W.
 RO0304
 RO0304                          STATION RECOVERY (1995)
 RO0304
 RO0304'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0304'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) NNW OF THE TOWN OF CUSHING,
 RO0304'2.1 MI (3.4 KM) NNW ALONG TH 10 FROM THE SOUTH JCT OF TH 10 AND CO RD
 RO0304'207, EAST OF TH 10, AT TH 10 MP 127.90, 95 FT (29.0 M) NE OF THE EAST
 RO0304'RAIL OF THE RR TRACKS, 42 FT (12.8 M) NE OF A DIRT RD, 93.5 FT (28.5
 RO0304'M) SE OF A T-POLE, 44.7 FT (13.6 M) NNW OF A T-POLE, 44 FT (13.4 M)
 RO0304'SOUTH OF A BOULDER, AND 0.5 FT (15.2 CM) SW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0305 ***********************************************************************
 RO0305  DESIGNATION -  4903 P
 RO0305  PID         -  RO0305
 RO0305  STATE/COUNTY-  MN/MORRISON
 RO0305  COUNTRY     -  US
 RO0305  USGS QUAD   -  CUSHING (1981)
 RO0305
 RO0305                         *CURRENT SURVEY CONTROL
 RO0305  ______________________________________________________________________
 RO0305* NAD 83(1986) POSITION- 46 09 00.     (N) 094 35 13.     (W)   SCALED    
 RO0305* NAVD 88 ORTHO HEIGHT -   389.197  (meters)    1276.89  (feet) ADJUSTED  
 RO0305  ______________________________________________________________________
 RO0305  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 RO0305  DYNAMIC HEIGHT  -        389.199 (meters)     1276.90  (feet) COMP
 RO0305  MODELED GRAVITY -    980,608.9   (mgal)                       NAVD 88
 RO0305
 RO0305  VERT ORDER      -  SECOND    CLASS 0
 RO0305
 RO0305.The horizontal coordinates were scaled from a topographic map and have
 RO0305.an estimated accuracy of +/- 6 seconds.
 RO0305.
 RO0305.The orthometric height was determined by differential leveling and
 RO0305.adjusted in June 1991.
 RO0305
 RO0305.The dynamic height is computed by dividing the NAVD 88
 RO0305.geopotential number by the normal gravity value computed on the
 RO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0305.degrees latitude (g = 980.6199 gals.).
 RO0305
 RO0305.The modeled gravity was interpolated from observed gravity values.
 RO0305
 RO0305;                    North         East    Units  Estimated Accuracy
 RO0305;SPC MN C     -   227,870.      773,970.      MT  (+/- 180 meters Scaled)
 RO0305
 RO0305                          SUPERSEDED SURVEY CONTROL
 RO0305
 RO0305  NGVD 29 (??/??/92)  389.002  (m)         1276.25   (f) ADJ UNCH    2 0
 RO0305
 RO0305.Superseded values are not recommended for survey control.
 RO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0305.See file dsdata.txt to determine how the superseded data were derived.
 RO0305
 RO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM774119(NAD 83)
 RO0305
 RO0305_MARKER: DV = VERTICAL CONTROL DISK
 RO0305_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0305_STAMPING: 4903 P 1973
 RO0305_MARK LOGO: MNDT  
 RO0305_PROJECTION: FLUSH
 RO0305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RO0305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0305+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 RO0305
 RO0305  HISTORY     - Date     Condition        Report By
 RO0305  HISTORY     - 1973     MONUMENTED       MNDT
 RO0305  HISTORY     - 19951003 GOOD             MNDT
 RO0305
 RO0305                          STATION DESCRIPTION
 RO0305
 RO0305'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0305'0.8 MI N FROM CUSHING.
 RO0305'THE MARK IS 6.25 MILES MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM
 RO0305'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL, AND IS AT
 RO0305'MILEPOINT 129.15.  IT IS 213 FEET NORTHEAST OF THE CENTERLINE OF TRUNK
 RO0305'HIGHWAY 10, 42 FEET SOUTHEAST OF THE CENTER OF TOWNSHIP ROAD, 59.6
 RO0305'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN
 RO0305'RAILROAD, 69 FEET EAST-SOUTHEAST OF RAILROAD CROSSING POST, AND 62.6
 RO0305'FEET NORTHWEST OF TELEGRAPH POLE NUMBER 29G.  THE MARK IS CRIMPED ON
 RO0305'TOP OF A 5/8 INCH DIAMETER BY 16 FOOT LONG COPPER-COATED STEEL ROD
 RO0305'THAT IS DRIVEN FLUSH WITH THE GROUND.  IT IS 1 FOOT SOUTHWEST OF A
 RO0305'STEEL WITNESS POST, IS ABOUT LEVEL WITH THE HIGHWAY, AND IS 5 FEET
 RO0305'BELOW THE LEVEL OF THE RAILROAD TRACKS.  NE1/4 SECTION 21, T 131N, R
 RO0305'31W.
 RO0305
 RO0305                          STATION RECOVERY (1995)
 RO0305
 RO0305'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0305'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) NORTH OF THE TOWN OF
 RO0305'CUSHING, 6.95 MI (11.18 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND
 RO0305'TH 115 SOUTH OF RANDALL, AT TH 10 MP 128.95, 213 FT (64.9 M) NE OF TH
 RO0305'10, 42 FT (12.8 M) SE OF A TWP RD, 59.6 FT (18.2 M) NE OF THE NE RAIL
 RO0305'OF THE RR TRACKS, 32 FT (9.8 M) SOUTH OF A TEL CABLE PEDESTAL, 69 FT
 RO0305'(21.0 M) ESE OF A RR CROSSING POST, 62.6 FT (19.1 M) NW OF A T-POLE,
 RO0305'AND 1.0 FT (0.3 M) SW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0306 ***********************************************************************
 RO0306  DESIGNATION -  4903 Q
 RO0306  PID         -  RO0306
 RO0306  STATE/COUNTY-  MN/MORRISON
 RO0306  COUNTRY     -  US
 RO0306  USGS QUAD   -  CUSHING (1981)
 RO0306
 RO0306                         *CURRENT SURVEY CONTROL
 RO0306  ______________________________________________________________________
 RO0306* NAD 83(2007) POSITION- 46 08 32.14853(N) 094 34 50.55061(W)   ADJUSTED  
 RO0306* NAD 83(2007) ELLIP HT-   360.656 (meters)        (02/10/07)   ADJUSTED
 RO0306* NAD 83(2007) EPOCH   -  2002.00
 RO0306* NAVD 88 ORTHO HEIGHT -   387.500  (meters)    1271.32  (feet) ADJUSTED  
 RO0306  ______________________________________________________________________
 RO0306  NAD 83(2007) X  -   -353,569.340 (meters)                     COMP
 RO0306  NAD 83(2007) Y  - -4,413,040.276 (meters)                     COMP
 RO0306  NAD 83(2007) Z  -  4,576,478.076 (meters)                     COMP
 RO0306  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC09
 RO0306  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 RO0306  DYNAMIC HEIGHT  -        387.503 (meters)     1271.33  (feet) COMP
 RO0306  MODELED GRAVITY -    980,610.4   (mgal)                       NAVD 88
 RO0306
 RO0306  VERT ORDER      -  SECOND    CLASS 0
 RO0306
 RO0306  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0306  Type                                         Horiz  Ellip  Dist(km)
 RO0306  -------------------------------------------------------------------
 RO0306  NETWORK                                       0.93   0.92
 RO0306  -------------------------------------------------------------------
 RO0306  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.91   0.96      4.15
 RO0306  -------------------------------------------------------------------
 RO0306  NOTE: Click here for information on individual local accuracy
 RO0306  values and other accuracy information.
 RO0306
 RO0306
 RO0306.The horizontal coordinates were established by GPS observations
 RO0306.and adjusted by the National Geodetic Survey in February 2007.
 RO0306
 RO0306.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0306.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0306
 RO0306.The horizontal coordinates are valid at the epoch date displayed above
 RO0306.which is a decimal equivalence of Year/Month/Day.
 RO0306
 RO0306.The orthometric height was determined by differential leveling and
 RO0306.adjusted in June 1991.
 RO0306
 RO0306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0306
 RO0306.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0306
 RO0306.The ellipsoidal height was determined by GPS observations
 RO0306.and is referenced to NAD 83.
 RO0306
 RO0306.The dynamic height is computed by dividing the NAVD 88
 RO0306.geopotential number by the normal gravity value computed on the
 RO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0306.degrees latitude (g = 980.6199 gals.).
 RO0306
 RO0306.The modeled gravity was interpolated from observed gravity values.
 RO0306
 RO0306. The following values were computed from the NAD 83(2007) position.
 RO0306
 RO0306;                    North         East     Units Scale Factor Converg.
 RO0306;SPC MN C     -   227,011.219   774,449.885   MT  0.99992765   -0 14 21.2
 RO0306;SPC MN C     -   744,785.97  2,540,841.00   sFT  0.99992765   -0 14 21.2
 RO0306;UTM  15      - 5,111,068.596   377,916.746   MT  0.99978322   -1 08 23.7
 RO0306
 RO0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0306!SPC MN C     -   0.99994346  x   0.99992765  =   0.99987112
 RO0306!UTM  15      -   0.99994346  x   0.99978322  =   0.99972670
 RO0306
 RO0306|---------------------------------------------------------------------|
 RO0306| PID    Reference Object                     Distance      Geod. Az  |
 RO0306|                                                           dddmmss.s |
 RO0306| AB5942 CUSHING                             347.900 METERS 19401     |
 RO0306|---------------------------------------------------------------------|
 RO0306
 RO0306                          SUPERSEDED SURVEY CONTROL
 RO0306
 RO0306  NAD 83(1996)-  46 08 32.14807(N)    094 34 50.55109(W) AD(       ) 1
 RO0306  ELLIP H (03/16/99)  360.709  (m)                       GP(       ) 4 1
 RO0306  NAD 83(1986)-  46 08 32.14583(N)    094 34 50.54267(W) AD(       ) 1
 RO0306  NAVD 88 (08/02/96)  387.50   (m)         1271.3    (f) LEVELING    3  
 RO0306  NGVD 29 (??/??/92)  387.307  (m)         1270.69   (f) ADJ UNCH    2 0
 RO0306
 RO0306.Superseded values are not recommended for survey control.
 RO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0306.See file dsdata.txt to determine how the superseded data were derived.
 RO0306
 RO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7791611068(NAD 83)
 RO0306
 RO0306_MARKER: DV = VERTICAL CONTROL DISK
 RO0306_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0306_STAMPING: 4903 Q 1973
 RO0306_MARK LOGO: MNDT  
 RO0306_PROJECTION: FLUSH
 RO0306_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0306+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 RO0306
 RO0306  HISTORY     - Date     Condition        Report By
 RO0306  HISTORY     - 1973     MONUMENTED       MNDT
 RO0306  HISTORY     - 19930714 GOOD             MNDT
 RO0306  HISTORY     - 19951003 GOOD             MNDT
 RO0306
 RO0306                          STATION DESCRIPTION
 RO0306
 RO0306'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0306'IN CUSHING.
 RO0306'THE MARK IS APPROXIMATELY 0.2 MILE EAST OF THE JUNCTION OF MORRISON
 RO0306'COUNTY ROADS 8 AND 207 WITH TRUNK HIGHWAY 10 (AT MILEPOINT 129.55)
 RO0306'WHICH IS 5.65 MILES MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM THE
 RO0306'JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL.  IT IS 34 FEET
 RO0306'SOUTHWEST OF THE CENTER OF A TOWNSHIP ROAD, 40 FEET NORTHEAST OF THE
 RO0306'NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 129.6 FEET
 RO0306'SOUTHWEST OF THE SOUTHWEST CORNER OF A 1 1/2 STORY FRAME HOUSE
 RO0306'(WHITE), 80 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 6 FEET
 RO0306'NORTH OF A TELEGRAPH POLE, AND 80 FEET SOUTHWEST OF AN 18 INCH SPRUCE
 RO0306'TREE.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 16 FOOT
 RO0306'LONG COPPER-COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.  IT IS 1
 RO0306'FOOT SOUTHEAST OF A STEEL WITNESS POST AND IS 1 FOOT BELOW THE LEVEL
 RO0306'OF THE RAILROAD.  SE SECTION 21, T 131, R 31W.
 RO0306
 RO0306                          STATION RECOVERY (1993)
 RO0306
 RO0306'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 RO0306'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE NGS
 RO0306'VERTICAL LINE 23151.
 RO0306
 RO0306                          STATION RECOVERY (1995)
 RO0306
 RO0306'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0306'THE MARK IS LOCATED IN THE TOWN OF CUSHING, 0.25 MI (0.40 KM) NW ALONG
 RO0306'CO RD 207 FROM THE JCT OF CO RD 5 AND CO RD 207, 120 FT (36.6 M) NE OF
 RO0306'CO RD 207, 1 FT (0.3 M) SW OF A WIT POST, 32 FT (9.8 M) SW OF A TWP RD
 RO0306'(JEFFERSON HWY) , 40 FT (12.2 M) NE OF THE NE RAIL OF THE RR TRACKS,
 RO0306'129.6 FT (39.5 M) SW OF THE SW COR OF A HOUSE, 80.6 FT (24.6 M) NW OF
 RO0306'A P-POLE, 5.7 FT (1.7 M) NW OF A T-POLE, AND 80 FT (24.4 M) SOUTH OF
 RO0306'18 INCH SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0307 ***********************************************************************
 RO0307  DESIGNATION -  4903 R
 RO0307  PID         -  RO0307
 RO0307  STATE/COUNTY-  MN/MORRISON
 RO0307  COUNTRY     -  US
 RO0307  USGS QUAD   -  CUSHING (1981)
 RO0307
 RO0307                         *CURRENT SURVEY CONTROL
 RO0307  ______________________________________________________________________
 RO0307* NAD 83(1986) POSITION- 46 08 06.     (N) 094 34 07.     (W)   SCALED    
 RO0307* NAVD 88 ORTHO HEIGHT -   377.361  (meters)    1238.06  (feet) ADJUSTED  
 RO0307  ______________________________________________________________________
 RO0307  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 RO0307  DYNAMIC HEIGHT  -        377.364 (meters)     1238.07  (feet) COMP
 RO0307  MODELED GRAVITY -    980,612.4   (mgal)                       NAVD 88
 RO0307
 RO0307  VERT ORDER      -  SECOND    CLASS I
 RO0307
 RO0307.The horizontal coordinates were scaled from a topographic map and have
 RO0307.an estimated accuracy of +/- 6 seconds.
 RO0307.
 RO0307.The orthometric height was determined by differential leveling and
 RO0307.adjusted in May 2000.
 RO0307
 RO0307.The dynamic height is computed by dividing the NAVD 88
 RO0307.geopotential number by the normal gravity value computed on the
 RO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0307.degrees latitude (g = 980.6199 gals.).
 RO0307
 RO0307.The modeled gravity was interpolated from observed gravity values.
 RO0307
 RO0307;                    North         East    Units  Estimated Accuracy
 RO0307;SPC MN C     -   226,200.      775,380.      MT  (+/- 180 meters Scaled)
 RO0307
 RO0307                          SUPERSEDED SURVEY CONTROL
 RO0307
 RO0307  NAVD 88 (06/15/91)  377.351  (m)         1238.03   (f) SUPERSEDED  2 0
 RO0307  NGVD 29 (??/??/92)  377.159  (m)         1237.40   (f) ADJ UNCH    2 0
 RO0307
 RO0307.Superseded values are not recommended for survey control.
 RO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0307.See file dsdata.txt to determine how the superseded data were derived.
 RO0307
 RO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM788102(NAD 83)
 RO0307
 RO0307_MARKER: DV = VERTICAL CONTROL DISK
 RO0307_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0307_STAMPING: 4903 R 1973
 RO0307_MARK LOGO: MNDT  
 RO0307_PROJECTION: FLUSH
 RO0307_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0307+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0307
 RO0307  HISTORY     - Date     Condition        Report By
 RO0307  HISTORY     - 1973     MONUMENTED       MNDT
 RO0307  HISTORY     - 19951003 GOOD             MNDT
 RO0307  HISTORY     - 20001019 GOOD             MNDT
 RO0307
 RO0307                          STATION DESCRIPTION
 RO0307
 RO0307'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0307'0.45 MI SE FROM CUSHING.
 RO0307'THE MARK IS 4.75 MILES MEASURED NORTHWEST OF THE JUNCTION OF TRUNK
 RO0307'HIGHWAYS 10 AND 115 AT RANDALL (0.45 MILE SOUTHEAST OF MORRISON COUNTY
 RO0307'ROAD 5 AT CUSHING) AT MILEPOINT 130.3.  IT IS 111 FEET NORTHEAST OF
 RO0307'THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD, 31 FEET
 RO0307'NORTHEAST OF THE CENTER OF TOWNSHIP ROAD, 77 FEET NORTH OF TELEGRAPH
 RO0307'POLE NUMBER G, 116 FEET SOUTHEAST OF A TELEGRAPH POLE, 15 FEET
 RO0307'NORTHEAST OF A TELEPHONE POLE, 22 FEET SOUTH OF A 12 INCH OAK, 36 FEET
 RO0307'SOUTHEAST OF 18 INCH OAK AND 0.15 MILE SOUTHEAST OF DRIVEWAY NORTHEAST
 RO0307'(FRANK BEITO FARM).  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER
 RO0307'BY 13 FOOT LONG COPPER COATED STEEL ROD DRIVEN FLUSH WITH THE GROUND.
 RO0307'NW1/4SECTION 27, T 131, R 31W.
 RO0307
 RO0307                          STATION RECOVERY (1995)
 RO0307
 RO0307'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0307'THE MARK IS LOCATED 0.5 MI (0.8 KM) SE ALONG TH 10 FROM THE JCT OF TH
 RO0307'10 AND CO RD 5 AT CUSHING, AT TH 10 MP 130.3, 111 FT (33.8 M) NE OF
 RO0307'THE NE RAIL OF THE RR TRACKS, 32 FT (9.8 M) NE OF A TWP RD, 133 FT
 RO0307'(40.5 M) SE OF A GRAVEL DRIVEWAY, 77 FT (23.5 M) NORTH OF A T-POLE,
 RO0307'117 FT (35.7 M) SE OF A T-POLE, 35.4 FT (10.8 M) SE OF A 20 INCH OAK
 RO0307'TREE, 22 FT (6.7 M) SOUTH OF A 15 INCH OAK TREE, 36 FT (11.0 M) SE OF
 RO0307'AN 18 INCH OAK TREE, 5.0 FT (1.5 M) NE OF A FENCELINE, AND 0.8 FT
 RO0307'(24.4 CM) SW OF WITNESS POST.
 RO0307
 RO0307                          STATION RECOVERY (2000)
 RO0307
 RO0307'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0307'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 RO0307'0.3 MI (0.5 KM) SE OF CUSHING.  NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0308 ***********************************************************************
 RO0308  DESIGNATION -  4903 S
 RO0308  PID         -  RO0308
 RO0308  STATE/COUNTY-  MN/MORRISON
 RO0308  COUNTRY     -  US
 RO0308  USGS QUAD   -  CUSHING (1981)
 RO0308
 RO0308                         *CURRENT SURVEY CONTROL
 RO0308  ______________________________________________________________________
 RO0308* NAD 83(2007) POSITION- 46 07 32.27623(N) 094 33 31.00964(W)   ADJUSTED  
 RO0308* NAD 83(2007) ELLIP HT-   350.531 (meters)        (02/10/07)   ADJUSTED
 RO0308* NAD 83(2007) EPOCH   -  2002.00
 RO0308* NAVD 88 ORTHO HEIGHT -   377.323  (meters)    1237.93  (feet) ADJUSTED  
 RO0308  ______________________________________________________________________
 RO0308  NAD 83(2007) X  -   -351,972.910 (meters)                     COMP
 RO0308  NAD 83(2007) Y  - -4,414,497.943 (meters)                     COMP
 RO0308  NAD 83(2007) Z  -  4,575,189.656 (meters)                     COMP
 RO0308  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC09
 RO0308  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 RO0308  DYNAMIC HEIGHT  -        377.328 (meters)     1237.95  (feet) COMP
 RO0308  MODELED GRAVITY -    980,615.4   (mgal)                       NAVD 88
 RO0308
 RO0308  VERT ORDER      -  SECOND    CLASS 0
 RO0308
 RO0308  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0308  Type                                         Horiz  Ellip  Dist(km)
 RO0308  -------------------------------------------------------------------
 RO0308  NETWORK                                       1.00   0.73
 RO0308  -------------------------------------------------------------------
 RO0308  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.90   0.56      2.56
 RO0308  -------------------------------------------------------------------
 RO0308  NOTE: Click here for information on individual local accuracy
 RO0308  values and other accuracy information.
 RO0308
 RO0308
 RO0308.The horizontal coordinates were established by GPS observations
 RO0308.and adjusted by the National Geodetic Survey in February 2007.
 RO0308
 RO0308.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0308.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0308
 RO0308.The horizontal coordinates are valid at the epoch date displayed above
 RO0308.which is a decimal equivalence of Year/Month/Day.
 RO0308
 RO0308.The orthometric height was determined by differential leveling and
 RO0308.adjusted in June 1991.
 RO0308
 RO0308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0308
 RO0308.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0308
 RO0308.The ellipsoidal height was determined by GPS observations
 RO0308.and is referenced to NAD 83.
 RO0308
 RO0308.The dynamic height is computed by dividing the NAVD 88
 RO0308.geopotential number by the normal gravity value computed on the
 RO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0308.degrees latitude (g = 980.6199 gals.).
 RO0308
 RO0308.The modeled gravity was interpolated from observed gravity values.
 RO0308
 RO0308. The following values were computed from the NAD 83(2007) position.
 RO0308
 RO0308;                    North         East     Units Scale Factor Converg.
 RO0308;SPC MN C     -   225,155.854   776,149.683   MT  0.99992866   -0 13 23.7
 RO0308;SPC MN C     -   738,698.83  2,546,417.75   sFT  0.99992866   -0 13 23.7
 RO0308;UTM  15      - 5,109,187.021   379,586.926   MT  0.99977824   -1 07 25.2
 RO0308
 RO0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0308!SPC MN C     -   0.99994505  x   0.99992866  =   0.99987372
 RO0308!UTM  15      -   0.99994505  x   0.99977824  =   0.99972330
 RO0308
 RO0308                          SUPERSEDED SURVEY CONTROL
 RO0308
 RO0308  NAD 83(1996)-  46 07 32.27580(N)    094 33 31.01019(W) AD(       ) 1
 RO0308  ELLIP H (07/29/03)  350.584  (m)                       GP(       ) 4 1
 RO0308  NAVD 88 (07/29/03)  377.32   (m)         1237.9    (f) LEVELING    3  
 RO0308  NGVD 29 (??/??/92)  377.135  (m)         1237.32   (f) ADJ UNCH    2 0
 RO0308
 RO0308.Superseded values are not recommended for survey control.
 RO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0308.See file dsdata.txt to determine how the superseded data were derived.
 RO0308
 RO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM7958609187(NAD 83)
 RO0308
 RO0308_MARKER: DV = VERTICAL CONTROL DISK
 RO0308_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0308_STAMPING: 4903 S 1973
 RO0308_MARK LOGO: MNDT  
 RO0308_PROJECTION: RECESSED 5 CENTIMETERS
 RO0308_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0308+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 RO0308
 RO0308  HISTORY     - Date     Condition        Report By
 RO0308  HISTORY     - 1973     MONUMENTED       MNDT
 RO0308  HISTORY     - 19951003 GOOD             MNDT
 RO0308  HISTORY     - 20001009 GOOD             MNDT
 RO0308
 RO0308                          STATION DESCRIPTION
 RO0308
 RO0308'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0308'1.4 MI SE FROM CUSHING.
 RO0308'THE MARK IS 3.95 MILE MEASURED NORTHWEST ALONG TRUNK HIGHWAY 10 FROM
 RO0308'THE JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL AND IS AT
 RO0308'MILEPOINT 131.1.  IT IS 151.5 FEET NORTHEAST OF TRUNK HIGHWAY 10, 51.5
 RO0308'FEET NORTHEAST OF NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD
 RO0308'TRACKS, 71.8 FEET SOUTHEAST OF A RAILROAD CROSSING POST, 49 FEET
 RO0308'SOUTHEAST OF THE CENTER OF A TOWNSHIP ROAD, 49 FEET SOUTHEAST OF THE
 RO0308'CENTER OF A TOWNSHIP ROAD (PARALLELING TRUNK HIGHWAY 10) AND 4 FEET
 RO0308'SOUTH OF A TELEGRAPH POLE.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH
 RO0308'DIAMETER BY 16 FOOT COPPER-COATED STEEL ROAD DRIVEN INTO THE GROUND.
 RO0308'IT IS 0.8 FOOT WEST OF A STEEL WITNESS, PROJECTS 2 INCHES ABOVE THE
 RO0308'GROUND, IS ABOUT LEVEL WITH THE RAILROAD AND IS 3 FEET BELOW THE LEVEL
 RO0308'OF TRUNK HIGHWAY 10.  NOTE-- ALL DISTANCES ARE WITH RESPECT TO
 RO0308'CENTERLINE UNLESS OTHERWISE STATED.  SE1/4 SECTION 27, T 131N, R 31W.
 RO0308
 RO0308                          STATION RECOVERY (1995)
 RO0308
 RO0308'RECOVERY NOTE BY MN DEPT OF TRANSP 1995 (WAS)
 RO0308'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SE OF THE TOWN OF CUSHING,
 RO0308'4.65 MI (7.48 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND TH 115, AT
 RO0308'TH 10 MP 131.1, 217 FT (66.1 M) NE OF WB TH 10, 51.1 FT (15.6 M) NE OF
 RO0308'THE NE RAIL OF THE RR TRACKS, 74.0 FT (22.6 M) EAST OF A RR CROSSING
 RO0308'POST, 71.0 FT (21.6 M) SE OF A RR CROSSING POST, 49 FT (14.9 M) SE OF
 RO0308'A TWP RD, 4 FT (1.2 M) SOUTH OF A T-POLE, AND 0.8 FT (24.4 CM) WEST OF
 RO0308'A WITNESS POST.
 RO0308
 RO0308                          STATION RECOVERY (2000)
 RO0308
 RO0308'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0308'RECOVERED AS DESCRIBED, EXCEPT RR CROSSING POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0310 ***********************************************************************
 RO0310  DESIGNATION -  4903 T
 RO0310  PID         -  RO0310
 RO0310  STATE/COUNTY-  MN/MORRISON
 RO0310  COUNTRY     -  US
 RO0310  USGS QUAD   -  RANDALL WEST (1981)
 RO0310
 RO0310                         *CURRENT SURVEY CONTROL
 RO0310  ______________________________________________________________________
 RO0310* NAD 83(1986) POSITION- 46 07 00.     (N) 094 32 01.     (W)   SCALED    
 RO0310* NAVD 88 ORTHO HEIGHT -   365.892  (meters)    1200.43  (feet) ADJUSTED  
 RO0310  ______________________________________________________________________
 RO0310  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 RO0310  DYNAMIC HEIGHT  -        365.898 (meters)     1200.45  (feet) COMP
 RO0310  MODELED GRAVITY -    980,620.8   (mgal)                       NAVD 88
 RO0310
 RO0310  VERT ORDER      -  SECOND    CLASS 0
 RO0310
 RO0310.The horizontal coordinates were scaled from a topographic map and have
 RO0310.an estimated accuracy of +/- 6 seconds.
 RO0310.
 RO0310.The orthometric height was determined by differential leveling and
 RO0310.adjusted in June 1991.
 RO0310
 RO0310.The dynamic height is computed by dividing the NAVD 88
 RO0310.geopotential number by the normal gravity value computed on the
 RO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0310.degrees latitude (g = 980.6199 gals.).
 RO0310
 RO0310.The modeled gravity was interpolated from observed gravity values.
 RO0310
 RO0310;                    North         East    Units  Estimated Accuracy
 RO0310;SPC MN C     -   224,150.      778,080.      MT  (+/- 180 meters Scaled)
 RO0310
 RO0310                          SUPERSEDED SURVEY CONTROL
 RO0310
 RO0310  NGVD 29 (??/??/92)  365.707  (m)         1199.82   (f) ADJ UNCH    2 0
 RO0310
 RO0310.Superseded values are not recommended for survey control.
 RO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0310.See file dsdata.txt to determine how the superseded data were derived.
 RO0310
 RO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM814081(NAD 83)
 RO0310
 RO0310_MARKER: DB = BENCH MARK DISK
 RO0310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RO0310_SP_SET: BRIDGE ABUTMENT
 RO0310_STAMPING: 4903 T 1973
 RO0310_MARK LOGO: MNDT  
 RO0310_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0310+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 RO0310
 RO0310  HISTORY     - Date     Condition        Report By
 RO0310  HISTORY     - 1973     MONUMENTED       MNDT
 RO0310  HISTORY     - 20001019 GOOD             MNDT
 RO0310
 RO0310                          STATION DESCRIPTION
 RO0310
 RO0310'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0310'2.5 MI NW FROM RANDALL.
 RO0310'THE MARK IS SET IN A DRILL HOLE IN THE SOUTHWEST CORNER (ABUTMENT) OF
 RO0310'THE BURLINGTON NORTHERN RAILROAD BRIDGE 118 (RAILROAD OVER LITTLE ELK
 RO0310'RIVER) WHICH IS 2.6 MILES MEASURED NW ALONG TRUNK HIGHWAY 10 FROM THE
 RO0310'JUNCTION OF TRUNK HIGHWAYS 10 AND 115 AT RANDALL.  IT IS AT MILEPOINT
 RO0310'132.6.  IT IS 71.2 FEET NORTHEAST OF TRUNK HIGHWAY 10 CENTERLINE, 9
 RO0310'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD, AND 100 FEET
 RO0310'SOUTH OF RAILROAD MILEPOST 119.  IT IS AT THE CENTER OF THE SOUTHWEST
 RO0310'END STONE (6TH STONE TIER FROM THE BOTTOM AND 3RD STONE TIER FROM THE
 RO0310'TOP), IS ABOUT LEVEL WITH TRUNK HIGHWAY 10 AND IS 6 FEET LOWER THAN
 RO0310'THE RAILROAD.  NW1/4 SECTION 36, T 131N, R 31W.
 RO0310
 RO0310                          STATION RECOVERY (2000)
 RO0310
 RO0310'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0310'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 RO0310'THE MARK IS 3.3 MI (5.3 KM) NW ON TH 10 FROM JCT OF TH 10 AND TH 115
 RO0310'AT RANDALL, IN SE COR OF RR BRDG NUMBER 118 OVER LITTLE ELK RIVER, AT
 RO0310'TH 10 MP 132.45, 9 FT (2.7 M) SW OF SW RAIL OF RR TRACKS, 100 FT (30.5
 RO0310'M) SOUTH OF RR MP 119, IN 6TH STONE TIER FROM BOTTOM (3RD TIER FROM
 RO0310'TOP) NONMAGNETIC, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0311 ***********************************************************************
 RO0311  DESIGNATION -  4903 V
 RO0311  PID         -  RO0311
 RO0311  STATE/COUNTY-  MN/MORRISON
 RO0311  COUNTRY     -  US
 RO0311  USGS QUAD   -  RANDALL WEST (1981)
 RO0311
 RO0311                         *CURRENT SURVEY CONTROL
 RO0311  ______________________________________________________________________
 RO0311* NAD 83(2007) POSITION- 46 06 43.52712(N) 094 31 42.07290(W)   ADJUSTED  
 RO0311* NAD 83(2007) ELLIP HT-   339.360 (meters)        (02/10/07)   ADJUSTED
 RO0311* NAD 83(2007) EPOCH   -  2002.00
 RO0311* NAVD 88 ORTHO HEIGHT -   366.117  (meters)    1201.17  (feet) ADJUSTED  
 RO0311  ______________________________________________________________________
 RO0311  NAD 83(2007) X  -   -349,726.436 (meters)                     COMP
 RO0311  NAD 83(2007) Y  - -4,415,757.073 (meters)                     COMP
 RO0311  NAD 83(2007) Z  -  4,574,138.211 (meters)                     COMP
 RO0311  LAPLACE CORR    -          1.59  (seconds)                    DEFLEC09
 RO0311  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 RO0311  DYNAMIC HEIGHT  -        366.124 (meters)     1201.19  (feet) COMP
 RO0311  MODELED GRAVITY -    980,623.0   (mgal)                       NAVD 88
 RO0311
 RO0311  VERT ORDER      -  SECOND    CLASS 0
 RO0311
 RO0311  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0311  Type                                         Horiz  Ellip  Dist(km)
 RO0311  -------------------------------------------------------------------
 RO0311  NETWORK                                       1.08   0.76
 RO0311  -------------------------------------------------------------------
 RO0311  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.06   0.63      2.78
 RO0311  -------------------------------------------------------------------
 RO0311  NOTE: Click here for information on individual local accuracy
 RO0311  values and other accuracy information.
 RO0311
 RO0311
 RO0311.The horizontal coordinates were established by GPS observations
 RO0311.and adjusted by the National Geodetic Survey in February 2007.
 RO0311
 RO0311.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0311.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0311
 RO0311.The horizontal coordinates are valid at the epoch date displayed above
 RO0311.which is a decimal equivalence of Year/Month/Day.
 RO0311
 RO0311.The orthometric height was determined by differential leveling and
 RO0311.adjusted in June 1991.
 RO0311
 RO0311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0311
 RO0311.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0311
 RO0311.The ellipsoidal height was determined by GPS observations
 RO0311.and is referenced to NAD 83.
 RO0311
 RO0311.The dynamic height is computed by dividing the NAVD 88
 RO0311.geopotential number by the normal gravity value computed on the
 RO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0311.degrees latitude (g = 980.6199 gals.).
 RO0311
 RO0311.The modeled gravity was interpolated from observed gravity values.
 RO0311
 RO0311. The following values were computed from the NAD 83(2007) position.
 RO0311
 RO0311;                    North         East     Units Scale Factor Converg.
 RO0311;SPC MN C     -   223,642.127   778,482.955   MT  0.99992955   -0 12 04.9
 RO0311;SPC MN C     -   733,732.54  2,554,072.83   sFT  0.99992955   -0 12 04.9
 RO0311;UTM  15      - 5,107,637.057   381,895.769   MT  0.99977147   -1 06 05.8
 RO0311
 RO0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0311!SPC MN C     -   0.99994680  x   0.99992955  =   0.99987636
 RO0311!UTM  15      -   0.99994680  x   0.99977147  =   0.99971828
 RO0311
 RO0311                          SUPERSEDED SURVEY CONTROL
 RO0311
 RO0311  NAD 83(1996)-  46 06 43.52675(N)    094 31 42.07343(W) AD(       ) 1
 RO0311  ELLIP H (07/29/03)  339.412  (m)                       GP(       ) 4 1
 RO0311  NAVD 88 (07/29/03)  366.12   (m)         1201.2    (f) LEVELING    3  
 RO0311  NGVD 29 (??/??/92)  365.934  (m)         1200.57   (f) ADJ UNCH    2 0
 RO0311
 RO0311.Superseded values are not recommended for survey control.
 RO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0311.See file dsdata.txt to determine how the superseded data were derived.
 RO0311
 RO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8189507637(NAD 83)
 RO0311
 RO0311_MARKER: DV = VERTICAL CONTROL DISK
 RO0311_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0311_STAMPING: 4903 V 1973
 RO0311_MARK LOGO: MNHD  
 RO0311_PROJECTION: FLUSH
 RO0311_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0311+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 RO0311
 RO0311  HISTORY     - Date     Condition        Report By
 RO0311  HISTORY     - 1973     MONUMENTED       MNDT
 RO0311  HISTORY     - 20001009 GOOD             MNDT
 RO0311
 RO0311                          STATION DESCRIPTION
 RO0311
 RO0311'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0311'2.15 MI NW FROM RANDALL.
 RO0311'THE MARK IS 2.15 MILES NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAYS 10
 RO0311'AND 115 AT RANDALL AND IS AT MILEPOINT 132.85.  IT IS 139.4 FEET
 RO0311'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 10, 46.4 FEET NORTHEAST
 RO0311'OF THE NORTHEAST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 0.05
 RO0311'MILE SOUTH OF RAILROAD SIGNALS AT NORTH END OF SPUR TRACK, 1.5 FEET
 RO0311'SOUTHEAST OF A FENCE LINE, 16.6 FEET NORTH OF A TELEGRAPH POLE AND 40
 RO0311'FEET NORTHWEST OF CENTER OF FIELD ENTRANCE.  THE MARK IS CRIMPED ON
 RO0311'TOP OF A 5/8 INCH DIAMETER BY 15 FOOT LONG COPPER-COATED STEEL ROD
 RO0311'DRIVEN FLUSH WITH THE GROUND.  IT IS SOUTHWEST OF A STEEL WITNESS POST
 RO0311'AND IS ABOUT LEVEL WITH THE RAILROAD AND THE HIGHWAY. SW1/4 SECTION
 RO0311'36, T 131N, R 31W.
 RO0311
 RO0311                          STATION RECOVERY (2000)
 RO0311
 RO0311'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0311'THE MARK WAS RECOVERED 2.1 MI (3.4 KM) NW ON TH 10 FROM JCT OF CO RD
 RO0311'104 AT RANDALL, 160 FT (48.8 M) NE OF WB TH 10, AT TH 10 MP 132.85,
 RO0311'46.4 FT (14.1 M) NE OF NE RR RAIL, 0.05 MI (0.08 KM) SOUTH OF RR
 RO0311'SIGNAL, 1.5 FT (0.5 M) SE OF FENCE LINE, 16.6 FT (5.1 M) NORTH OF
 RO0311'T-POLE, 40 FT (12.2 M) NW OF ENTRANCE, SW OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0312 ***********************************************************************
 RO0312  DESIGNATION -  4903 W
 RO0312  PID         -  RO0312
 RO0312  STATE/COUNTY-  MN/MORRISON
 RO0312  COUNTRY     -  US
 RO0312  USGS QUAD   -  RANDALL WEST (1981)
 RO0312
 RO0312                         *CURRENT SURVEY CONTROL
 RO0312  ______________________________________________________________________
 RO0312* NAD 83(2007) POSITION- 46 05 47.17659(N) 094 30 41.71293(W)   ADJUSTED  
 RO0312* NAD 83(2007) ELLIP HT-   331.774 (meters)        (02/10/07)   ADJUSTED
 RO0312* NAD 83(2007) EPOCH   -  2002.00
 RO0312* NAVD 88 ORTHO HEIGHT -   358.496  (meters)    1176.17  (feet) ADJUSTED  
 RO0312  ______________________________________________________________________
 RO0312  NAD 83(2007) X  -   -348,532.436 (meters)                     COMP
 RO0312  NAD 83(2007) Y  - -4,417,103.922 (meters)                     COMP
 RO0312  NAD 83(2007) Z  -  4,572,926.342 (meters)                     COMP
 RO0312  LAPLACE CORR    -          1.37  (seconds)                    DEFLEC09
 RO0312  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 RO0312  DYNAMIC HEIGHT  -        358.505 (meters)     1176.20  (feet) COMP
 RO0312  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 RO0312
 RO0312  VERT ORDER      -  SECOND    CLASS 0
 RO0312
 RO0312  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0312  Type                                         Horiz  Ellip  Dist(km)
 RO0312  -------------------------------------------------------------------
 RO0312  NETWORK                                       0.97   0.69
 RO0312  -------------------------------------------------------------------
 RO0312  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   0.55      2.43
 RO0312  -------------------------------------------------------------------
 RO0312  NOTE: Click here for information on individual local accuracy
 RO0312  values and other accuracy information.
 RO0312
 RO0312
 RO0312.The horizontal coordinates were established by GPS observations
 RO0312.and adjusted by the National Geodetic Survey in February 2007.
 RO0312
 RO0312.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0312.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0312
 RO0312.The horizontal coordinates are valid at the epoch date displayed above
 RO0312.which is a decimal equivalence of Year/Month/Day.
 RO0312
 RO0312.The orthometric height was determined by differential leveling and
 RO0312.adjusted in June 1991.
 RO0312
 RO0312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0312
 RO0312.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0312
 RO0312.The ellipsoidal height was determined by GPS observations
 RO0312.and is referenced to NAD 83.
 RO0312
 RO0312.The dynamic height is computed by dividing the NAVD 88
 RO0312.geopotential number by the normal gravity value computed on the
 RO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0312.degrees latitude (g = 980.6199 gals.).
 RO0312
 RO0312.The modeled gravity was interpolated from observed gravity values.
 RO0312
 RO0312. The following values were computed from the NAD 83(2007) position.
 RO0312
 RO0312;                    North         East     Units Scale Factor Converg.
 RO0312;SPC MN C     -   221,897.965   779,773.286   MT  0.99993064   -0 11 21.2
 RO0312;SPC MN C     -   728,010.24  2,558,306.19   sFT  0.99993064   -0 11 21.2
 RO0312;UTM  15      - 5,105,873.123   383,158.338   MT  0.99976782   -1 05 21.2
 RO0312
 RO0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0312!SPC MN C     -   0.99994799  x   0.99993064  =   0.99987864
 RO0312!UTM  15      -   0.99994799  x   0.99976782  =   0.99971582
 RO0312
 RO0312:                Primary Azimuth Mark                     Grid Az
 RO0312:SPC MN C     -  4903 Y                                   132 31 40.3
 RO0312:UTM  15      -  4903 Y                                   133 25 40.3
 RO0312
 RO0312|---------------------------------------------------------------------|
 RO0312| PID    Reference Object                     Distance      Geod. Az  |
 RO0312|                                                           dddmmss.s |
 RO0312| RO0315 4903 Y                              APPROX. 0.9 KM 1322019.1 |
 RO0312|---------------------------------------------------------------------|
 RO0312
 RO0312                          SUPERSEDED SURVEY CONTROL
 RO0312
 RO0312  NAD 83(1996)-  46 05 47.17625(N)    094 30 41.71344(W) AD(       ) 1
 RO0312  ELLIP H (07/29/03)  331.826  (m)                       GP(       ) 4 1
 RO0312  NAVD 88 (07/29/03)  358.50   (m)         1176.2    (f) LEVELING    3  
 RO0312  NGVD 29 (??/??/92)  358.318  (m)         1175.58   (f) ADJ UNCH    2 0
 RO0312
 RO0312.Superseded values are not recommended for survey control.
 RO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0312.See file dsdata.txt to determine how the superseded data were derived.
 RO0312
 RO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8315805873(NAD 83)
 RO0312
 RO0312_MARKER: DV = VERTICAL CONTROL DISK
 RO0312_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RO0312_STAMPING: 4903 W 1973
 RO0312_MARK LOGO: MNHD  
 RO0312_MAGNETIC: I = MARKER IS A STEEL ROD
 RO0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0312+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 RO0312
 RO0312  HISTORY     - Date     Condition        Report By
 RO0312  HISTORY     - 1973     MONUMENTED       MNDT
 RO0312  HISTORY     - 20001009 GOOD             MNDT
 RO0312
 RO0312                          STATION DESCRIPTION
 RO0312
 RO0312'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0312'0.6 MI NW FROM RANDALL.
 RO0312'THE MARK IS 0.8 MILE NORTHWEST OF THE JUNCTION OF TRUNK HIGHWAYS 10
 RO0312'AND 115 AT RANDALL AND IS AT MILEPOINT 134.2.  IT IS 170 FEET
 RO0312'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 10, 3 FEET EAST OF A
 RO0312'FENCE LINE, 60 FEET SOUTHWEST OF NORTH GATE POST AND IS SOUTH OF AN
 RO0312'OAK TREE.  THE MARK IS CRIMPED ON TOP OF A 5/8 INCH DIAMETER BY 40
 RO0312'FOOT LONG COPPER-COATED STEEL ROD THAT IS DRIVEN FLUSH WITH THE
 RO0312'GROUND.  IT IS 0.5 FOOT EAST OF A STEEL WITNESS POST AND IS ABOUT
 RO0312'LEVEL WITH TRUNK HIGHWAY 10.  SW1/4 SECTION 6, T 130N, R 30W.
 RO0312
 RO0312                          STATION RECOVERY (2000)
 RO0312
 RO0312'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0312'THE MARK WAS RECOVERED 0.75 MI (1.21 KM) NW ON TH 10 FROM JCT OF CO RD
 RO0312'104 AT RANDALL, AT TH 10 MP 134.2, 131 FT (39.9 M) SW OF SB TH 10, 0.5
 RO0312'FT (15.2 CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0314 ***********************************************************************
 RO0314  DESIGNATION -  4903 X
 RO0314  PID         -  RO0314
 RO0314  STATE/COUNTY-  MN/MORRISON
 RO0314  COUNTRY     -  US
 RO0314  USGS QUAD   -  RANDALL WEST (1981)
 RO0314
 RO0314                         *CURRENT SURVEY CONTROL
 RO0314  ______________________________________________________________________
 RO0314* NAD 83(1986) POSITION- 46 05 26.8    (N) 094 30 12.0    (W)   HD_HELD2  
 RO0314* NAVD 88 ORTHO HEIGHT -   365.889  (meters)    1200.42  (feet) ADJUSTED  
 RO0314  ______________________________________________________________________
 RO0314  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 RO0314  DYNAMIC HEIGHT  -        365.899 (meters)     1200.45  (feet) COMP
 RO0314  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 RO0314
 RO0314  VERT ORDER      -  SECOND    CLASS I
 RO0314
 RO0314.The horizontal coordinates were established by autonomous hand held GPS
 RO0314.observations and have an estimated accuracy of +/- 10 meters.
 RO0314.
 RO0314.The orthometric height was determined by differential leveling and
 RO0314.adjusted in June 1991.
 RO0314
 RO0314.The dynamic height is computed by dividing the NAVD 88
 RO0314.geopotential number by the normal gravity value computed on the
 RO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0314.degrees latitude (g = 980.6199 gals.).
 RO0314
 RO0314.The modeled gravity was interpolated from observed gravity values.
 RO0314
 RO0314;                    North         East    Units  Estimated Accuracy
 RO0314;SPC MN C     -   221,267.      780,409.      MT  (+/- 10 meters HH2 GPS)
 RO0314
 RO0314                          SUPERSEDED SURVEY CONTROL
 RO0314
 RO0314  NGVD 29 (??/??/92)  365.713  (m)         1199.84   (f) ADJ UNCH    2 0
 RO0314
 RO0314.Superseded values are not recommended for survey control.
 RO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0314.See file dsdata.txt to determine how the superseded data were derived.
 RO0314
 RO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8378405232(NAD 83)
 RO0314
 RO0314_MARKER: DB = BENCH MARK DISK
 RO0314_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RO0314+WITH SETTING: PAVEMENT
 RO0314_SP_SET: WATER TANK LEG BASE
 RO0314_STAMPING: 4903 X 1973
 RO0314_MARK LOGO: MNDT  
 RO0314_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RO0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RO0314+STABILITY: SURFACE MOTION
 RO0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RO0314+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 RO0314
 RO0314  HISTORY     - Date     Condition        Report By
 RO0314  HISTORY     - 1973     MONUMENTED       MNDT
 RO0314  HISTORY     - 20001019 GOOD             MNDT
 RO0314  HISTORY     - 20020918 GOOD             MNDT
 RO0314
 RO0314                          STATION DESCRIPTION
 RO0314
 RO0314'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0314'IN RANDALL.
 RO0314'THE MARK IS SET IN A DRILL HOLE IN THE NORTH CORNER OF THE NORTHEAST
 RO0314'LEG OF THE RANDALL WATER TANK.  IT IS 90 FEET WEST OF A NORTH-SOUTH
 RO0314'STREET (OLD TRUNK HIGHWAY 10), 36 FEET SOUTH OF AN EAST-WEST STREET,
 RO0314'59.9 FEET WEST OF A FIRE HYDRANT, AND 117 FEET SOUTHEAST OF SOUTHEAST
 RO0314'CORNER OF OLD CHURCH BUILDING.  IT IS 1 FOOT ABOVE THE LEVEL OF THE
 RO0314'GROUND.  NE 1/4 SECTION 7, T 130N, R 30W.
 RO0314
 RO0314                          STATION RECOVERY (2000)
 RO0314
 RO0314'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 RO0314'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RO0314
 RO0314                          STATION RECOVERY (2002)
 RO0314
 RO0314'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO0314'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF FORT
 RO0314'RIPLEY, 4.9 MI (7.9 KM) SOUTHEAST OF CUSHING AND IN THE TOWN OF
 RO0314'RANDALL MINNESOTA.
 RO0314' 
 RO0314'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 10 WEST AND WEST SIXTH
 RO0314'ST, HEAD NORTHEAST ON WEST SIXTH ST FOR 0.2 MI (0.3 KM) TO A SLIGHT
 RO0314'RIGHT6 ONTO TOWARD HILL DRIVE FOR 150 FT (45.7 M) THEN TAKE THE FIRST
 RO0314'LEFT ONTO SUPERIOR AVENUE, GO NORTH FOR 0.2 MI (0.3 KM) THEN TURN LEFT
 RO0314'ONTO WEST THIRD STREET FOR 90 FT (27.4 M) AND THE MARK ON THE LEFT.
 RO0314' 
 RO0314'THE MARK IS FOUND 90 FT (27.4 M) WEST AND 36 FT (11.0 M) SOUTH OF WEST
 RO0314'THIRD STREET, 117 FT (35.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 RO0314'BUILDING AND 59.9 FT (18.3 M) WEST OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0315 ***********************************************************************
 RO0315  DESIGNATION -  4903 Y
 RO0315  PID         -  RO0315
 RO0315  STATE/COUNTY-  MN/MORRISON
 RO0315  COUNTRY     -  US
 RO0315  USGS QUAD   -  RANDALL WEST (1981)
 RO0315
 RO0315                         *CURRENT SURVEY CONTROL
 RO0315  ______________________________________________________________________
 RO0315* NAD 83(2007) POSITION- 46 05 26.76425(N) 094 30 09.51656(W)   ADJUSTED  
 RO0315* NAD 83(2007) ELLIP HT-   336.294 (meters)        (02/10/07)   ADJUSTED
 RO0315* NAD 83(2007) EPOCH   -  2002.00
 RO0315* NAVD 88 ORTHO HEIGHT -   363.003  (meters)    1190.95  (feet) ADJUSTED  
 RO0315  ______________________________________________________________________
 RO0315  NAD 83(2007) X  -   -347,878.851 (meters)                     COMP
 RO0315  NAD 83(2007) Y  - -4,417,614.096 (meters)                     COMP
 RO0315  NAD 83(2007) Z  -  4,572,492.509 (meters)                     COMP
 RO0315  LAPLACE CORR    -          1.17  (seconds)                    DEFLEC09
 RO0315  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 RO0315  DYNAMIC HEIGHT  -        363.012 (meters)     1190.98  (feet) COMP
 RO0315  MODELED GRAVITY -    980,629.8   (mgal)                       NAVD 88
 RO0315
 RO0315  VERT ORDER      -  SECOND    CLASS I
 RO0315
 RO0315  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RO0315  Type                                         Horiz  Ellip  Dist(km)
 RO0315  -------------------------------------------------------------------
 RO0315  NETWORK                                       0.87   0.67
 RO0315  -------------------------------------------------------------------
 RO0315  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.93   0.53      2.10
 RO0315  -------------------------------------------------------------------
 RO0315  NOTE: Click here for information on individual local accuracy
 RO0315  values and other accuracy information.
 RO0315
 RO0315
 RO0315.The horizontal coordinates were established by GPS observations
 RO0315.and adjusted by the National Geodetic Survey in February 2007.
 RO0315
 RO0315.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RO0315.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RO0315
 RO0315.The horizontal coordinates are valid at the epoch date displayed above
 RO0315.which is a decimal equivalence of Year/Month/Day.
 RO0315
 RO0315.The orthometric height was determined by differential leveling and
 RO0315.adjusted in June 1991.
 RO0315
 RO0315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RO0315
 RO0315.The Laplace correction was computed from DEFLEC09 derived deflections.
 RO0315
 RO0315.The ellipsoidal height was determined by GPS observations
 RO0315.and is referenced to NAD 83.
 RO0315
 RO0315.The dynamic height is computed by dividing the NAVD 88
 RO0315.geopotential number by the normal gravity value computed on the
 RO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0315.degrees latitude (g = 980.6199 gals.).
 RO0315
 RO0315.The modeled gravity was interpolated from observed gravity values.
 RO0315
 RO0315. The following values were computed from the NAD 83(2007) position.
 RO0315
 RO0315;                    North         East     Units Scale Factor Converg.
 RO0315;SPC MN C     -   221,265.518   780,462.808   MT  0.99993106   -0 10 57.9
 RO0315;SPC MN C     -   725,935.29  2,560,568.40   sFT  0.99993106   -0 10 57.9
 RO0315;UTM  15      - 5,105,230.029   383,837.729   MT  0.99976588   -1 04 57.7
 RO0315
 RO0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RO0315!SPC MN C     -   0.99994728  x   0.99993106  =   0.99987835
 RO0315!UTM  15      -   0.99994728  x   0.99976588  =   0.99971318
 RO0315
 RO0315:                Primary Azimuth Mark                     Grid Az
 RO0315:SPC MN C     -  4903 W                                   312 31 40.2
 RO0315:UTM  15      -  4903 W                                   313 25 40.0
 RO0315
 RO0315|---------------------------------------------------------------------|
 RO0315| PID    Reference Object                     Distance      Geod. Az  |
 RO0315|                                                           dddmmss.s |
 RO0315| RO0312 4903 W                              APPROX. 0.9 KM 3122042.3 |
 RO0315|---------------------------------------------------------------------|
 RO0315
 RO0315                          SUPERSEDED SURVEY CONTROL
 RO0315
 RO0315  NAD 83(1996)-  46 05 26.76397(N)    094 30 09.51700(W) AD(       ) 1
 RO0315  ELLIP H (07/29/03)  336.348  (m)                       GP(       ) 4 1
 RO0315  NAVD 88 (07/29/03)  363.00   (m)         1190.9    (f) LEVELING    3  
 RO0315  NGVD 29 (??/??/92)  362.827  (m)         1190.37   (f) ADJ UNCH    2 0
 RO0315
 RO0315.Superseded values are not recommended for survey control.
 RO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0315.See file dsdata.txt to determine how the superseded data were derived.
 RO0315
 RO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8383705230(NAD 83)
 RO0315
 RO0315_MARKER: DB = BENCH MARK DISK
 RO0315_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RO0315_SP_SET: ROCK LEDGE
 RO0315_STAMPING: 4903 Y 1973
 RO0315_MARK LOGO: MNHD  
 RO0315_MAGNETIC: N = NO MAGNETIC MATERIAL
 RO0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RO0315+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002
 RO0315
 RO0315  HISTORY     - Date     Condition        Report By
 RO0315  HISTORY     - 1973     MONUMENTED       MNDT
 RO0315  HISTORY     - 20001009 GOOD             MNDT
 RO0315  HISTORY     - 20020918 GOOD             MNDT
 RO0315
 RO0315                          STATION DESCRIPTION
 RO0315
 RO0315'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0315'IN RANDALL.
 RO0315'THE MARK IS SET IN A DRILL HOLE IN LEDGEROCK THAT IS 15 FEET HIGH AND
 RO0315'100 FEET LONG, AND IS NEAR THE POST OFFICE IN RANDALL.  IT IS 177 FEET
 RO0315'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE POST OFFICE, 20 FEET
 RO0315'WEST OF THE WEST RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 13
 RO0315'FEET WEST OF THE EAST EDGE OF ROCK CUT, 52 FEET NORTHEAST OF FLAG POLE
 RO0315'AT THE MEMORIAL FOR VETERANS, 38.5 FEET EAST OF TELEGRAPH POLE NUMBER
 RO0315'4292.  IT IS ABOUT 15 FEET ABOVE THE LEVEL OF THE RAILROAD TRACKS.
 RO0315'NE1/4 SECTION 7, T 130N, R 30W.
 RO0315
 RO0315                          STATION RECOVERY (2000)
 RO0315
 RO0315'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 RO0315'THE MARK WAS RECOVERED AT RANDALL, 177 FT (53.9 M) WSW OF SW COR OF
 RO0315'POST OFFICE, 20 FT (6.1 M) WEST OF WEST RR RAIL, 13 FT (4.0 M) WEST OF
 RO0315'ROCK EDGE, ABOUT 200 FT (61.0 M) EAST OF WATER TANK, 4.6 FT (1.4 M) NW
 RO0315'OF WIT POST.
 RO0315
 RO0315                          STATION RECOVERY (2002)
 RO0315
 RO0315'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 RO0315'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF FORT
 RO0315'RIPLEY, 4.9 MI (7.9 KM) SOUTHEAST OF CUSHING AND IN THE TOWN OF
 RO0315'RANDALL, MN.
 RO0315' 
 RO0315'TO REACH FROM THE POST OFFICE IN GO 177 FT (53.9 M) WEST-SOUTHWEST OF
 RO0315'THE SOUTHWEST CORNER OF POST OFFICE.
 RO0315' 
 RO0315'THE MARK IS FOUND 52 FT (15.8 M) NORTHEAST OF A FLAGPOLE, 38.5 FT
 RO0315'(11.7 M) EAST OF A TELEPHONE POLE, 20 FT (6.1 M) WEST OF THE RAILROAD
 RO0315'TRACK'S WESTERN MOST RAIL AND 13 FT (4.0 M) WEST OF A ROCK'S EDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7164 ***********************************************************************
 AH7164  DESIGNATION -  4903 Z
 AH7164  PID         -  AH7164
 AH7164  STATE/COUNTY-  MN/MORRISON
 AH7164  COUNTRY     -  US
 AH7164  USGS QUAD   -  CUSHING (1981)
 AH7164
 AH7164                         *CURRENT SURVEY CONTROL
 AH7164  ______________________________________________________________________
 AH7164* NAD 83(1986) POSITION- 46 10 31.     (N) 094 36 31.     (W)   SCALED    
 AH7164* NAVD 88 ORTHO HEIGHT -   409.207  (meters)    1342.54  (feet) ADJUSTED  
 AH7164  ______________________________________________________________________
 AH7164  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AH7164  DYNAMIC HEIGHT  -        409.208 (meters)     1342.54  (feet) COMP
 AH7164  MODELED GRAVITY -    980,605.5   (mgal)                       NAVD 88
 AH7164
 AH7164  VERT ORDER      -  SECOND    CLASS I
 AH7164
 AH7164.The horizontal coordinates were scaled from a topographic map and have
 AH7164.an estimated accuracy of +/- 6 seconds.
 AH7164.
 AH7164.The orthometric height was determined by differential leveling and
 AH7164.adjusted in May 2000.
 AH7164
 AH7164.The dynamic height is computed by dividing the NAVD 88
 AH7164.geopotential number by the normal gravity value computed on the
 AH7164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7164.degrees latitude (g = 980.6199 gals.).
 AH7164
 AH7164.The modeled gravity was interpolated from observed gravity values.
 AH7164
 AH7164;                    North         East    Units  Estimated Accuracy
 AH7164;SPC MN C     -   230,690.      772,310.      MT  (+/- 180 meters Scaled)
 AH7164
 AH7164                          SUPERSEDED SURVEY CONTROL
 AH7164
 AH7164.No superseded survey control is available for this station.
 AH7164
 AH7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM758147(NAD 83)
 AH7164
 AH7164_MARKER: DD = SURVEY DISK
 AH7164_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH7164_SP_SET: BRIDGE WINGWALL
 AH7164_STAMPING: 4903 Z 1994
 AH7164_MARK LOGO: MNDT  
 AH7164_PROJECTION: FLUSH
 AH7164_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7164_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7164+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7164
 AH7164  HISTORY     - Date     Condition        Report By
 AH7164  HISTORY     - 1994     MONUMENTED       MNDT
 AH7164
 AH7164                          STATION DESCRIPTION
 AH7164
 AH7164'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7164'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) NW OF THE TOWN OF CUSHING, IN
 AH7164'THE BRDG WINGWALL AT THE SE COR OF CO RD 20 BRDG NO 4558 OVER THE RR
 AH7164'TRACKS, 2.7 MI (4.3 KM) NW ALONG TH 10 FROM THE JCT OF TH 10 AND CO RD
 AH7164'207 TO TH 10 MP 127.25, THEN 0.25 MI (0.40 KM) NNE ON CO RD 20, 29.4
 AH7164'FT (9.0 M) EAST OF CO RD 20, AND 1.7 FT (0.5 M) EAST OF THE BACK OF
 AH7164'THE GUARDRAIL.  NO WITNESS POST WAS SET AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG5413 ***********************************************************************
 DG5413  DESIGNATION -  4904 A 1
 DG5413  PID         -  DG5413
 DG5413  STATE/COUNTY-  MN/MORRISON
 DG5413  COUNTRY     -  US
 DG5413  USGS QUAD   -  SWANVILLE (1978)
 DG5413
 DG5413                         *CURRENT SURVEY CONTROL
 DG5413  ______________________________________________________________________
 DG5413* NAD 83(2007) POSITION- 45 58 37.17170(N) 094 38 52.72922(W)   ADJUSTED  
 DG5413* NAD 83(2007) ELLIP HT-   336.930 (meters)        (02/10/07)   ADJUSTED
 DG5413* NAD 83(2007) EPOCH   -  2002.00
 DG5413* NAVD 88 ORTHO HEIGHT -   363.585  (meters)    1192.86  (feet) ADJUSTED  
 DG5413  ______________________________________________________________________
 DG5413  NAD 83(2007) X  -   -359,821.131 (meters)                     COMP
 DG5413  NAD 83(2007) Y  - -4,425,790.686 (meters)                     COMP
 DG5413  NAD 83(2007) Z  -  4,563,712.961 (meters)                     COMP
 DG5413  LAPLACE CORR    -          1.44  (seconds)                    DEFLEC09
 DG5413  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DG5413  DYNAMIC HEIGHT  -        363.586 (meters)     1192.87  (feet) COMP
 DG5413  MODELED GRAVITY -    980,606.7   (mgal)                       NAVD 88
 DG5413
 DG5413  VERT ORDER      -  SECOND    CLASS I
 DG5413
 DG5413  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG5413  Type                                         Horiz  Ellip  Dist(km)
 DG5413  -------------------------------------------------------------------
 DG5413  NETWORK                                       0.37   0.43
 DG5413  -------------------------------------------------------------------
 DG5413  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.38   0.47      8.29
 DG5413  -------------------------------------------------------------------
 DG5413  NOTE: Click here for information on individual local accuracy
 DG5413  values and other accuracy information.
 DG5413
 DG5413
 DG5413.The horizontal coordinates were established by GPS observations
 DG5413.and adjusted by the National Geodetic Survey in February 2007.
 DG5413
 DG5413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG5413.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG5413
 DG5413.The horizontal coordinates are valid at the epoch date displayed above
 DG5413.which is a decimal equivalence of Year/Month/Day.
 DG5413
 DG5413.The orthometric height was determined by differential leveling and
 DG5413.adjusted in August 2009.
 DG5413
 DG5413.Photographs are available for this station.
 DG5413
 DG5413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5413
 DG5413.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG5413
 DG5413.The ellipsoidal height was determined by GPS observations
 DG5413.and is referenced to NAD 83.
 DG5413
 DG5413.The dynamic height is computed by dividing the NAVD 88
 DG5413.geopotential number by the normal gravity value computed on the
 DG5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5413.degrees latitude (g = 980.6199 gals.).
 DG5413
 DG5413.The modeled gravity was interpolated from observed gravity values.
 DG5413
 DG5413. The following values were computed from the NAD 83(2007) position.
 DG5413
 DG5413;                    North         East     Units Scale Factor Converg.
 DG5413;SPC MN C     -   208,666.254   769,160.291   MT  0.99994143   -0 17 16.4
 DG5413;SPC MN C     -   684,599.20  2,523,486.72   sFT  0.99994143   -0 17 16.4
 DG5413;UTM  15      - 5,092,811.478   372,340.764   MT  0.99980035   -1 11 06.6
 DG5413
 DG5413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5413!SPC MN C     -   0.99994718  x   0.99994143  =   0.99988862
 DG5413!UTM  15      -   0.99994718  x   0.99980035  =   0.99974754
 DG5413
 DG5413                          SUPERSEDED SURVEY CONTROL
 DG5413
 DG5413  NAD 83(1996)-  45 58 37.17154(N)    094 38 52.72894(W) AD(       ) 1
 DG5413  ELLIP H (05/07/04)  336.969  (m)                       GP(       ) 4 1
 DG5413  NAVD 88 (05/07/04)  363.58   (m)         1192.8    (f) LEVELING    3  
 DG5413
 DG5413.Superseded values are not recommended for survey control.
 DG5413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5413.See file dsdata.txt to determine how the superseded data were derived.
 DG5413
 DG5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7234092811(NAD 83)
 DG5413
 DG5413_MARKER: DB = BENCH MARK DISK
 DG5413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5413_STAMPING: 4904 A 1 1969
 DG5413_MARK LOGO: MNHD  
 DG5413_PROJECTION: PROJECTING 5 CENTIMETERS
 DG5413_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DG5413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5413+STABILITY: SURFACE MOTION
 DG5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5413+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 DG5413
 DG5413  HISTORY     - Date     Condition        Report By
 DG5413  HISTORY     - 1969     MONUMENTED       MNHD
 DG5413  HISTORY     - 20020829 GOOD             MNDT
 DG5413  HISTORY     - 2003     GOOD             MNDT
 DG5413  HISTORY     - 20050516 GOOD             MNDT
 DG5413
 DG5413                          STATION DESCRIPTION
 DG5413
 DG5413'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG5413'RECOVERED AS DESCRIBED.
 DG5413
 DG5413                          STATION RECOVERY (2003)
 DG5413
 DG5413'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 DG5413'10.5 MI EAST OF LONG PRAIRIE, 10.5 MI EAST ALONG TH 27 FROM JCT OF TH
 DG5413'27 AND TH 71 IN LONG  PRAIRIE, AT TH 27 MP 121.80, 115 FT NORTH OF TH
 DG5413'27, 88 FT WEST OF CO RD 31, 0.6 FT SOUTH OF WIT  POST, PROJECTS 2
 DG5413'INCHES, MAGNETIC, SUITABLE FOR GPS
 DG5413
 DG5413                          STATION RECOVERY (2005)
 DG5413
 DG5413'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 DG5413'10.5 MILES EAST OF LONG PRAIRIE, 10.5 MILES EAST ALONG TRUNK HIGHWAY
 DG5413'27 FROM JUNCTION OF  TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 71 IN LONG
 DG5413'PRAIRIE, AT TRUNK HIGHWAY 27 MILEPOINT  121.80, 115 FEET NORTH OF
 DG5413'TRUNK HIGH WAY 27, 88 FEET WEST OF COUNTY ROAD 31, 0.6 FOOT  SOUTH OF
 DG5413'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8447 ***********************************************************************
 DK8447  DESIGNATION -  4904 D
 DK8447  PID         -  DK8447
 DK8447  STATE/COUNTY-  MN/MORRISON
 DK8447  COUNTRY     -  US
 DK8447  USGS QUAD   -  FLENSBURG (1978)
 DK8447
 DK8447                         *CURRENT SURVEY CONTROL
 DK8447  ______________________________________________________________________
 DK8447* NAD 83(1986) POSITION- 45 58 37.30   (N) 094 34 44.20   (W)   HD_HELD1  
 DK8447* NAVD 88 ORTHO HEIGHT -   376.112  (meters)    1233.96  (feet) ADJUSTED  
 DK8447  ______________________________________________________________________
 DK8447  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DK8447  DYNAMIC HEIGHT  -        376.116 (meters)     1233.97  (feet) COMP
 DK8447  MODELED GRAVITY -    980,614.9   (mgal)                       NAVD 88
 DK8447
 DK8447  VERT ORDER      -  SECOND    CLASS I
 DK8447
 DK8447.The horizontal coordinates were scaled from a topographic map and have
 DK8447.an estimated accuracy of +/- 6 seconds.
 DK8447.
 DK8447.The orthometric height was determined by differential leveling and
 DK8447.adjusted in May 2009.
 DK8447
 DK8447.The dynamic height is computed by dividing the NAVD 88
 DK8447.geopotential number by the normal gravity value computed on the
 DK8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8447.degrees latitude (g = 980.6199 gals.).
 DK8447
 DK8447.The modeled gravity was interpolated from observed gravity values.
 DK8447
 DK8447;                    North         East    Units  Estimated Accuracy
 DK8447;SPC MN C     -   208,645.7     774,509.9     MT  (+/- 3 meters HH1 GPS) 
 DK8447
 DK8447                          SUPERSEDED SURVEY CONTROL
 DK8447
 DK8447.No superseded survey control is available for this station.
 DK8447
 DK8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7768892707(NAD 83)
 DK8447
 DK8447_MARKER: DB = BENCH MARK DISK
 DK8447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8447_SP_SET: CONCRETE POST
 DK8447_STAMPING: 4904 D 1969
 DK8447_MARK LOGO: MNHD  
 DK8447_PROJECTION: RECESSED 3 CENTIMETERS
 DK8447_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DK8447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8447+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 DK8447
 DK8447  HISTORY     - Date     Condition        Report By
 DK8447  HISTORY     - 1969     MONUMENTED       MNHD
 DK8447  HISTORY     - 20020605 GOOD             MNDT
 DK8447
 DK8447                          STATION DESCRIPTION
 DK8447
 DK8447'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8447'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED
 DK8447'ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF RANDALL, 5.6 MI (8.9 KM)
 DK8447'NORTHEAST OF SWANVILLE AND 2.6 MI (4.2 KM) NORTHWEST OF FLENSBURG.
 DK8447'THE MARK IS 8 MI (12.9 KM) WEST OF LITTLE FALLS, AT TH 27 STA 361+20,
 DK8447'72.1 FT (22.0 M) NORTH OF TH 27, 3.2 FT (1.0 M) SOUTH OF EAST WEST
 DK8447'FENCE LINE, 0.45 FT (13.72 CM) NORTH OF WIT POST, RECESSED 3 INCHES,
 DK8447'SUITABLE FOR GPS, A RR SPIKE SET ADJACENT TO MARK MAKES IT MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8446 ***********************************************************************
 DK8446  DESIGNATION -  4904 E
 DK8446  PID         -  DK8446
 DK8446  STATE/COUNTY-  MN/MORRISON
 DK8446  COUNTRY     -  US
 DK8446  USGS QUAD   -  FLENSBURG (1978)
 DK8446
 DK8446                         *CURRENT SURVEY CONTROL
 DK8446  ______________________________________________________________________
 DK8446* NAD 83(1986) POSITION- 45 58 36.40   (N) 094 33 24.70   (W)   HD_HELD1  
 DK8446* NAVD 88 ORTHO HEIGHT -   374.657  (meters)    1229.19  (feet) ADJUSTED  
 DK8446  ______________________________________________________________________
 DK8446  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DK8446  DYNAMIC HEIGHT  -        374.662 (meters)     1229.20  (feet) COMP
 DK8446  MODELED GRAVITY -    980,617.0   (mgal)                       NAVD 88
 DK8446
 DK8446  VERT ORDER      -  SECOND    CLASS I
 DK8446
 DK8446.The horizontal coordinates were scaled from a topographic map and have
 DK8446.an estimated accuracy of +/- 6 seconds.
 DK8446.
 DK8446.The orthometric height was determined by differential leveling and
 DK8446.adjusted in May 2009.
 DK8446
 DK8446.The dynamic height is computed by dividing the NAVD 88
 DK8446.geopotential number by the normal gravity value computed on the
 DK8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8446.degrees latitude (g = 980.6199 gals.).
 DK8446
 DK8446.The modeled gravity was interpolated from observed gravity values.
 DK8446
 DK8446;                    North         East    Units  Estimated Accuracy
 DK8446;SPC MN C     -   208,611.0     776,221.0     MT  (+/- 3 meters HH1 GPS) 
 DK8446
 DK8446                          SUPERSEDED SURVEY CONTROL
 DK8446
 DK8446.No superseded survey control is available for this station.
 DK8446
 DK8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7939892645(NAD 83)
 DK8446
 DK8446_MARKER: DB = BENCH MARK DISK
 DK8446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8446_SP_SET: CONCRETE POST
 DK8446_STAMPING: 4904 E 1969
 DK8446_MARK LOGO: MNHD  
 DK8446_PROJECTION: RECESSED 3 CENTIMETERS
 DK8446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8446+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DK8446
 DK8446  HISTORY     - Date     Condition        Report By
 DK8446  HISTORY     - 1969     MONUMENTED       MNHD
 DK8446  HISTORY     - 20020422 GOOD             MNDT
 DK8446
 DK8446                          STATION DESCRIPTION
 DK8446
 DK8446'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8446'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 DK8446'8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF RANDALL, 6.2 MI (10.0 KM)
 DK8446'NORTHEAST OF SWANVILLE AND 1.8 MI (2.9 KM) NORTHWEST OF FLENSBURG.  7
 DK8446'MI (11.3 KM) WEST OF LITTLE FALLS, AT TH 27 STA 417+43, 7 MI (11.3 KM)
 DK8446'WEST ALONG TH 27 FROM JCT TH 27 AND TH 238 (2 MI WEST OF LITTLE FALLS)
 DK8446', AT TH 27 MP 126.2, 98 FT (29.9 M) SOUTH OF TH 27, 122 FT (37.2 M)
 DK8446'WEST OF 50TH AVE, 5.2 FT (1.6 M) SE OF R/W POST, 0.4 FT (12.2 CM) EAST
 DK8446'OF WIT POST, RECESSED 3 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS DUE
 DK8446'TO TREE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6809 ***********************************************************************
 DG6809  DESIGNATION -  4904 F
 DG6809  PID         -  DG6809
 DG6809  STATE/COUNTY-  MN/MORRISON
 DG6809  COUNTRY     -  US
 DG6809  USGS QUAD   -  FLENSBURG (1978)
 DG6809
 DG6809                         *CURRENT SURVEY CONTROL
 DG6809  ______________________________________________________________________
 DG6809* NAD 83(2007) POSITION- 45 58 36.32552(N) 094 32 06.09762(W)   ADJUSTED  
 DG6809* NAD 83(2007) ELLIP HT-   343.529 (meters)        (02/10/07)   ADJUSTED
 DG6809* NAD 83(2007) EPOCH   -  2002.00
 DG6809* NAVD 88 ORTHO HEIGHT -   370.126  (meters)    1214.32  (feet) ADJUSTED  
 DG6809  ______________________________________________________________________
 DG6809  NAD 83(2007) X  -   -351,097.257 (meters)                     COMP
 DG6809  NAD 83(2007) Y  - -4,426,514.738 (meters)                     COMP
 DG6809  NAD 83(2007) Z  -  4,563,699.549 (meters)                     COMP
 DG6809  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC09
 DG6809  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG6809  DYNAMIC HEIGHT  -        370.131 (meters)     1214.34  (feet) COMP
 DG6809  MODELED GRAVITY -    980,619.0   (mgal)                       NAVD 88
 DG6809
 DG6809  VERT ORDER      -  SECOND    CLASS I
 DG6809
 DG6809  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6809  Type                                         Horiz  Ellip  Dist(km)
 DG6809  -------------------------------------------------------------------
 DG6809  NETWORK                                       0.33   0.43
 DG6809  -------------------------------------------------------------------
 DG6809  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.26   0.29      4.70
 DG6809  -------------------------------------------------------------------
 DG6809  NOTE: Click here for information on individual local accuracy
 DG6809  values and other accuracy information.
 DG6809
 DG6809
 DG6809.The horizontal coordinates were established by GPS observations
 DG6809.and adjusted by the National Geodetic Survey in February 2007.
 DG6809
 DG6809.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6809.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6809
 DG6809.The horizontal coordinates are valid at the epoch date displayed above
 DG6809.which is a decimal equivalence of Year/Month/Day.
 DG6809
 DG6809.The orthometric height was determined by differential leveling and
 DG6809.adjusted in May 2009.
 DG6809
 DG6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6809
 DG6809.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6809
 DG6809.The ellipsoidal height was determined by GPS observations
 DG6809.and is referenced to NAD 83.
 DG6809
 DG6809.The dynamic height is computed by dividing the NAVD 88
 DG6809.geopotential number by the normal gravity value computed on the
 DG6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6809.degrees latitude (g = 980.6199 gals.).
 DG6809
 DG6809.The modeled gravity was interpolated from observed gravity values.
 DG6809
 DG6809. The following values were computed from the NAD 83(2007) position.
 DG6809
 DG6809;                    North         East     Units Scale Factor Converg.
 DG6809;SPC MN C     -   208,602.391   777,912.957   MT  0.99994145   -0 12 22.3
 DG6809;SPC MN C     -   684,389.68  2,552,202.76   sFT  0.99994145   -0 12 22.3
 DG6809;UTM  15      - 5,092,610.556   381,090.004   MT  0.99977382   -1 06 14.0
 DG6809
 DG6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6809!SPC MN C     -   0.99994615  x   0.99994145  =   0.99988760
 DG6809!UTM  15      -   0.99994615  x   0.99977382  =   0.99971998
 DG6809
 DG6809                          SUPERSEDED SURVEY CONTROL
 DG6809
 DG6809  NAD 83(1996)-  45 58 36.32536(N)    094 32 06.09734(W) AD(       ) 1
 DG6809  ELLIP H (07/30/04)  343.571  (m)                       GP(       ) 4 1
 DG6809  NAVD 88 (07/30/04)  370.12   (m)         1214.3    (f) LEVELING    3  
 DG6809
 DG6809.Superseded values are not recommended for survey control.
 DG6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6809.See file dsdata.txt to determine how the superseded data were derived.
 DG6809
 DG6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8109092610(NAD 83)
 DG6809
 DG6809_MARKER: DB = BENCH MARK DISK
 DG6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6809_STAMPING: 4904 F 1969
 DG6809_MARK LOGO: MNHD  
 DG6809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6809_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6809+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 DG6809
 DG6809  HISTORY     - Date     Condition        Report By
 DG6809  HISTORY     - 1969     MONUMENTED       MNDT
 DG6809  HISTORY     - 20020422 GOOD             MNHD
 DG6809  HISTORY     - 20020424 GOOD             MNDT
 DG6809
 DG6809                          STATION DESCRIPTION
 DG6809
 DG6809'DESCRIBED BY MN HIGHWAY DEPT 2002 (WAS)
 DG6809'RECOVERED AS DESCRIBED.
 DG6809
 DG6809                          STATION RECOVERY (2002)
 DG6809
 DG6809'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DG6809'THE MARK WAS RECOVERED 6 MI (9.7 KM) WEST OF LITTLE FALLS, 6 MI (9.7
 DG6809'KM) WEST ALONG TH 27 FROM JCT TH 27 AND TH 238 (2 MI WEST OF LITTLE
 DG6809'FALLS) , AT TH 27 MP 127.25, AT TH 27 STA 472+96, 127 FT (38.7 M)
 DG6809'SOUTH OF TH 27, 99 FT (30.2 M) EAST OF CO RD 1, 0.5 FT (15.2 CM) NW OF
 DG6809'WIT POST, RECESSED 4 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8445 ***********************************************************************
 DK8445  DESIGNATION -  4904 H
 DK8445  PID         -  DK8445
 DK8445  STATE/COUNTY-  MN/MORRISON
 DK8445  COUNTRY     -  US
 DK8445  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DK8445
 DK8445                         *CURRENT SURVEY CONTROL
 DK8445  ______________________________________________________________________
 DK8445* NAD 83(1986) POSITION- 45 58 36.80   (N) 094 29 24.40   (W)   HD_HELD1  
 DK8445* NAVD 88 ORTHO HEIGHT -   356.092  (meters)    1168.28  (feet) ADJUSTED  
 DK8445  ______________________________________________________________________
 DK8445  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DK8445  DYNAMIC HEIGHT  -        356.099 (meters)     1168.30  (feet) COMP
 DK8445  MODELED GRAVITY -    980,623.3   (mgal)                       NAVD 88
 DK8445
 DK8445  VERT ORDER      -  SECOND    CLASS I
 DK8445
 DK8445.The horizontal coordinates were scaled from a topographic map and have
 DK8445.an estimated accuracy of +/- 6 seconds.
 DK8445.
 DK8445.The orthometric height was determined by differential leveling and
 DK8445.adjusted in May 2009.
 DK8445
 DK8445.The dynamic height is computed by dividing the NAVD 88
 DK8445.geopotential number by the normal gravity value computed on the
 DK8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8445.degrees latitude (g = 980.6199 gals.).
 DK8445
 DK8445.The modeled gravity was interpolated from observed gravity values.
 DK8445
 DK8445;                    North         East    Units  Estimated Accuracy
 DK8445;SPC MN C     -   208,605.5     781,393.6     MT  (+/- 3 meters HH1 GPS) 
 DK8445
 DK8445                          SUPERSEDED SURVEY CONTROL
 DK8445
 DK8445.No superseded survey control is available for this station.
 DK8445
 DK8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8456992559(NAD 83)
 DK8445
 DK8445_MARKER: DB = BENCH MARK DISK
 DK8445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8445_SP_SET: CONCRETE POST
 DK8445_STAMPING: 4904 H 1969
 DK8445_MARK LOGO: MNHD  
 DK8445_PROJECTION: FLUSH
 DK8445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8445+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DK8445
 DK8445  HISTORY     - Date     Condition        Report By
 DK8445  HISTORY     - 1969     MONUMENTED       MNHD
 DK8445  HISTORY     - 20020422 GOOD             MNDT
 DK8445
 DK8445                          STATION DESCRIPTION
 DK8445
 DK8445'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8445'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS THE STATION IS
 DK8445'LOCATED ABOUT 7.9 MI (12.8 KM) SOUTH OF RANDALL, 6.2 MI (9.9 KM) WEST
 DK8445'OF LITTLE FALLS AND 2.6 MI (4.2 KM) NORTHEAST OF FLENSBURG.  6.75 MI
 DK8445'(10.86 KM) WEST ON TH 27 FROM LITTLE FALLS, 3.9 MI (6.3 KM) WEST ALONG
 DK8445'TH 27 FROM JCT OF TH 27 AND TH 238 (2 MI WEST OF LITTLE FALLS) , AT TH
 DK8445'27 MP 129.4, AT TH 27 STA 587+18, NEAR WEST 1/16 COR BETWEEN SEC 17
 DK8445'AND SEC 20, 74 FT (22.6 M) SOUTH AND 427 FT (130.1 M) EAST OF TH 27 AT
 DK8445'DRAIN, 74 FT (22.6 M) SOUTH OF TH 27, 30 FT (9.1 M) WEST OF ENT, 2.7
 DK8445'FT (0.8 M) NW OF R/W POST, 0.5 FT (15.2 CM) NORTH OF WIT POST, FLUSH,
 DK8445'MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6772 ***********************************************************************
 DG6772  DESIGNATION -  4904 I
 DG6772  PID         -  DG6772
 DG6772  STATE/COUNTY-  MN/MORRISON
 DG6772  COUNTRY     -  US
 DG6772  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG6772
 DG6772                         *CURRENT SURVEY CONTROL
 DG6772  ______________________________________________________________________
 DG6772* NAD 83(2007) POSITION- 45 58 38.31801(N) 094 28 27.58103(W)   ADJUSTED  
 DG6772* NAD 83(2007) ELLIP HT-   327.388 (meters)        (02/10/07)   ADJUSTED
 DG6772* NAD 83(2007) EPOCH   -  2002.00
 DG6772* NAVD 88 ORTHO HEIGHT -   353.961  (meters)    1161.29  (feet) ADJUSTED  
 DG6772  ______________________________________________________________________
 DG6772  NAD 83(2007) X  -   -346,403.292 (meters)                     COMP
 DG6772  NAD 83(2007) Y  - -4,426,828.920 (meters)                     COMP
 DG6772  NAD 83(2007) Z  -  4,563,730.697 (meters)                     COMP
 DG6772  LAPLACE CORR    -         -0.21  (seconds)                    DEFLEC09
 DG6772  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG6772  DYNAMIC HEIGHT  -        353.968 (meters)     1161.31  (feet) COMP
 DG6772  MODELED GRAVITY -    980,624.4   (mgal)                       NAVD 88
 DG6772
 DG6772  VERT ORDER      -  SECOND    CLASS I
 DG6772
 DG6772  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6772  Type                                         Horiz  Ellip  Dist(km)
 DG6772  -------------------------------------------------------------------
 DG6772  NETWORK                                       0.35   0.47
 DG6772  -------------------------------------------------------------------
 DG6772  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.26   0.33      4.41
 DG6772  -------------------------------------------------------------------
 DG6772  NOTE: Click here for information on individual local accuracy
 DG6772  values and other accuracy information.
 DG6772
 DG6772
 DG6772.The horizontal coordinates were established by GPS observations
 DG6772.and adjusted by the National Geodetic Survey in February 2007.
 DG6772
 DG6772.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6772.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6772
 DG6772.The horizontal coordinates are valid at the epoch date displayed above
 DG6772.which is a decimal equivalence of Year/Month/Day.
 DG6772
 DG6772.The orthometric height was determined by differential leveling and
 DG6772.adjusted in May 2009.
 DG6772
 DG6772.Photographs are available for this station.
 DG6772
 DG6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6772
 DG6772.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6772
 DG6772.The ellipsoidal height was determined by GPS observations
 DG6772.and is referenced to NAD 83.
 DG6772
 DG6772.The dynamic height is computed by dividing the NAVD 88
 DG6772.geopotential number by the normal gravity value computed on the
 DG6772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6772.degrees latitude (g = 980.6199 gals.).
 DG6772
 DG6772.The modeled gravity was interpolated from observed gravity values.
 DG6772
 DG6772. The following values were computed from the NAD 83(2007) position.
 DG6772
 DG6772;                    North         East     Units Scale Factor Converg.
 DG6772;SPC MN C     -   208,648.781   782,616.749   MT  0.99994139   -0 09 44.2
 DG6772;SPC MN C     -   684,541.88  2,567,635.12   sFT  0.99994139   -0 09 44.2
 DG6772;UTM  15      - 5,092,583.238   385,793.124   MT  0.99976035   -1 03 36.9
 DG6772
 DG6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6772!SPC MN C     -   0.99994868  x   0.99994139  =   0.99989007
 DG6772!UTM  15      -   0.99994868  x   0.99976035  =   0.99970904
 DG6772
 DG6772                          SUPERSEDED SURVEY CONTROL
 DG6772
 DG6772  NAD 83(1996)-  45 58 38.31786(N)    094 28 27.58071(W) AD(       ) 1
 DG6772  ELLIP H (07/30/04)  327.429  (m)                       GP(       ) 4 1
 DG6772  NAVD 88 (12/20/05)  354.0    (m)  GEOID03 model used   GPS OBS        
 DG6772  NAVD 88 (07/30/04)  353.96   (m)         1161.3    (f) LEVELING    3  
 DG6772
 DG6772.Superseded values are not recommended for survey control.
 DG6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6772.See file dsdata.txt to determine how the superseded data were derived.
 DG6772
 DG6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8579392583(NAD 83)
 DG6772
 DG6772_MARKER: DB = BENCH MARK DISK
 DG6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6772_STAMPING: 4904 I 1969
 DG6772_MARK LOGO: MNHD  
 DG6772_PROJECTION: PROJECTING 8 CENTIMETERS
 DG6772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6772+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 DG6772
 DG6772  HISTORY     - Date     Condition        Report By
 DG6772  HISTORY     - 1969     MONUMENTED       MNHD
 DG6772  HISTORY     - 20020422 GOOD             MNDT
 DG6772  HISTORY     - 20020424 GOOD             MNDT
 DG6772  HISTORY     - 20050516 GOOD             MNDT
 DG6772
 DG6772                          STATION DESCRIPTION
 DG6772
 DG6772'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DG6772'RECOVERED AS DESCRIBED.
 DG6772
 DG6772                          STATION RECOVERY (2002)
 DG6772
 DG6772'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DG6772'THE MARK WAS RECOVERED 3 MI (4.8 KM) WEST OF LITTLE FALLS, 3.1 MI (5.0
 DG6772'KM) WEST ALONG TH 27 FROM JCT TH 27 AND TH 238 (2 MI WEST OF LITTLE
 DG6772'FALLS) , AT TH 27 MP 130.2, AT TH 27 STA 627+33, 75 FT (22.9 M) NORTH
 DG6772'OF TH 27, 0.5 FT (15.2 CM) SOUTH OF FENCE, 32 FT (9.8 M) WEST OF ENT,
 DG6772'58.5 FT (17.8 M) EAST OF P-POLE, 2 FT (0.6 M) WEST OF WIT POST,
 DG6772'PROJECTS 3 INCHES, MAGNETIC, SUITABLE FOR GPS.
 DG6772
 DG6772                          STATION RECOVERY (2005)
 DG6772
 DG6772'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JBG)
 DG6772'3 MILES WEST OF LITTLE FALLS, 75 FEET LEFT OF TRUNK HIGHWAY 27, AT
 DG6772'TRUNK HIGHWAY 27  STATION 627+33, 3.1 MILES WEST OF JUNCTION TRUNK
 DG6772'HIGHWAY 27 AND TRUNK HIGHWAY 238  ( 2  MILES WEST OF LITTLE FALLS ),
 DG6772'AT TRUNK HIGHWAY 27 MILEPOINT 130.2, 75 FEET NORTH OF TRUNK  HIGHWAY
 DG6772'27, 2 FEET WEST OF WITNESS POST, 0.5 FOOT SOUTH OF FENCE, 3 2 FEET
 DG6772'WEST OF  ENTRANCE, 58.5 FEET EAST OF POWER POLE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8444 ***********************************************************************
 DK8444  DESIGNATION -  4904 J
 DK8444  PID         -  DK8444
 DK8444  STATE/COUNTY-  MN/MORRISON
 DK8444  COUNTRY     -  US
 DK8444  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DK8444
 DK8444                         *CURRENT SURVEY CONTROL
 DK8444  ______________________________________________________________________
 DK8444* NAD 83(1986) POSITION- 45 58 36.40   (N) 094 27 02.30   (W)   HD_HELD1  
 DK8444* NAVD 88 ORTHO HEIGHT -   349.570  (meters)    1146.88  (feet) ADJUSTED  
 DK8444  ______________________________________________________________________
 DK8444  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DK8444  DYNAMIC HEIGHT  -        349.577 (meters)     1146.90  (feet) COMP
 DK8444  MODELED GRAVITY -    980,625.9   (mgal)                       NAVD 88
 DK8444
 DK8444  VERT ORDER      -  SECOND    CLASS I
 DK8444
 DK8444.The horizontal coordinates were scaled from a topographic map and have
 DK8444.an estimated accuracy of +/- 6 seconds.
 DK8444.
 DK8444.The orthometric height was determined by differential leveling and
 DK8444.adjusted in May 2009.
 DK8444
 DK8444.The dynamic height is computed by dividing the NAVD 88
 DK8444.geopotential number by the normal gravity value computed on the
 DK8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8444.degrees latitude (g = 980.6199 gals.).
 DK8444
 DK8444.The modeled gravity was interpolated from observed gravity values.
 DK8444
 DK8444;                    North         East    Units  Estimated Accuracy
 DK8444;SPC MN C     -   208,584.6     784,452.3     MT  (+/- 3 meters HH1 GPS) 
 DK8444
 DK8444                          SUPERSEDED SURVEY CONTROL
 DK8444
 DK8444.No superseded survey control is available for this station.
 DK8444
 DK8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8762792490(NAD 83)
 DK8444
 DK8444_MARKER: DB = BENCH MARK DISK
 DK8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK8444_SP_SET: CONCRETE POST
 DK8444_STAMPING: 4904 J 1969
 DK8444_MARK LOGO: MNDT  
 DK8444_PROJECTION: FLUSH
 DK8444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK8444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8444+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DK8444
 DK8444  HISTORY     - Date     Condition        Report By
 DK8444  HISTORY     - 1969     MONUMENTED       MNDT
 DK8444  HISTORY     - 20020422 GOOD             MNDT
 DK8444
 DK8444                          STATION DESCRIPTION
 DK8444
 DK8444'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8444'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 DK8444'WEST OF LITTLE FALLS, 2 MI (3.2 KM) WEST ALONG TH 27 FROM JCT OF TH 27
 DK8444'AND TH 238 (2 MI WEST OF LITTLE FALLS) , AT TH 27 MP 131.3, AT TH 27
 DK8444'STA 687+57, 4 MI (6.4 KM) WEST ON TH 27 FROM LITTLE FALLS, 73 FT (22.3
 DK8444'M) SOUTH OF TH 27, 76 FT (23.2 M) EAST OF FIELD ENT SOUTH, 2 FT (0.6
 DK8444'M) NORTH OF WIT POST, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO
 DK8444'TREES.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6773 ***********************************************************************
 DG6773  DESIGNATION -  4904 K
 DG6773  PID         -  DG6773
 DG6773  STATE/COUNTY-  MN/MORRISON
 DG6773  COUNTRY     -  US
 DG6773  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG6773
 DG6773                         *CURRENT SURVEY CONTROL
 DG6773  ______________________________________________________________________
 DG6773* NAD 83(2007) POSITION- 45 58 38.06398(N) 094 25 48.72199(W)   ADJUSTED  
 DG6773* NAD 83(2007) ELLIP HT-   316.409 (meters)        (02/10/07)   ADJUSTED
 DG6773* NAD 83(2007) EPOCH   -  2002.00
 DG6773* NAVD 88 ORTHO HEIGHT -   343.014  (meters)    1125.37  (feet) ADJUSTED  
 DG6773  ______________________________________________________________________
 DG6773  NAD 83(2007) X  -   -342,993.624 (meters)                     COMP
 DG6773  NAD 83(2007) Y  - -4,427,092.413 (meters)                     COMP
 DG6773  NAD 83(2007) Z  -  4,563,717.351 (meters)                     COMP
 DG6773  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC09
 DG6773  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG6773  DYNAMIC HEIGHT  -        343.022 (meters)     1125.40  (feet) COMP
 DG6773  MODELED GRAVITY -    980,627.0   (mgal)                       NAVD 88
 DG6773
 DG6773  VERT ORDER      -  SECOND    CLASS I
 DG6773
 DG6773  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6773  Type                                         Horiz  Ellip  Dist(km)
 DG6773  -------------------------------------------------------------------
 DG6773  NETWORK                                       0.34   0.45
 DG6773  -------------------------------------------------------------------
 DG6773  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.26   0.33      3.42
 DG6773  -------------------------------------------------------------------
 DG6773  NOTE: Click here for information on individual local accuracy
 DG6773  values and other accuracy information.
 DG6773
 DG6773
 DG6773.The horizontal coordinates were established by GPS observations
 DG6773.and adjusted by the National Geodetic Survey in February 2007.
 DG6773
 DG6773.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6773.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6773
 DG6773.The horizontal coordinates are valid at the epoch date displayed above
 DG6773.which is a decimal equivalence of Year/Month/Day.
 DG6773
 DG6773.The orthometric height was determined by differential leveling and
 DG6773.adjusted in May 2009.
 DG6773
 DG6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6773
 DG6773.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6773
 DG6773.The ellipsoidal height was determined by GPS observations
 DG6773.and is referenced to NAD 83.
 DG6773
 DG6773.The dynamic height is computed by dividing the NAVD 88
 DG6773.geopotential number by the normal gravity value computed on the
 DG6773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6773.degrees latitude (g = 980.6199 gals.).
 DG6773
 DG6773.The modeled gravity was interpolated from observed gravity values.
 DG6773
 DG6773. The following values were computed from the NAD 83(2007) position.
 DG6773
 DG6773;                    North         East     Units Scale Factor Converg.
 DG6773;SPC MN C     -   208,632.206   786,036.179   MT  0.99994140   -0 07 49.3
 DG6773;SPC MN C     -   684,487.50  2,578,853.70   sFT  0.99994140   -0 07 49.3
 DG6773;UTM  15      - 5,092,513.083   389,211.239   MT  0.99975089   -1 01 42.6
 DG6773
 DG6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6773!SPC MN C     -   0.99995040  x   0.99994140  =   0.99989180
 DG6773!UTM  15      -   0.99995040  x   0.99975089  =   0.99970130
 DG6773
 DG6773                          SUPERSEDED SURVEY CONTROL
 DG6773
 DG6773  NAD 83(1996)-  45 58 38.06382(N)    094 25 48.72163(W) AD(       ) 1
 DG6773  ELLIP H (07/30/04)  316.453  (m)                       GP(       ) 4 1
 DG6773  NAVD 88 (07/30/04)  343.02   (m)         1125.4    (f) LEVELING    3  
 DG6773
 DG6773.Superseded values are not recommended for survey control.
 DG6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6773.See file dsdata.txt to determine how the superseded data were derived.
 DG6773
 DG6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8921192513(NAD 83)
 DG6773
 DG6773_MARKER: DB = BENCH MARK DISK
 DG6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6773_STAMPING: 4904 K 1969
 DG6773_MARK LOGO: MNHD  
 DG6773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG6773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6773+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2002
 DG6773
 DG6773  HISTORY     - Date     Condition        Report By
 DG6773  HISTORY     - 1969     MONUMENTED       MNDT
 DG6773  HISTORY     - 20020422 GOOD             MNDT
 DG6773  HISTORY     - 20020424 GOOD             MNDT
 DG6773
 DG6773                          STATION DESCRIPTION
 DG6773
 DG6773'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DG6773'RECOVERED AS DESCRIBED.
 DG6773
 DG6773                          STATION RECOVERY (2002)
 DG6773
 DG6773'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 DG6773'THE MARK WAS RECOVERED 3 MI (4.8 KM) WEST OF LITTLE FALLS, 1 MI (1.6
 DG6773'KM) WEST ALONG TH 27 FROM JCT OF TH 27 AND TH 238 (2 MI WEST OF LITTLE
 DG6773'FALLS) , AT TH 27 MP 132.3, 120 FT (36.6 M) LEFT OF TH 27, AT TH 27
 DG6773'STA 739+50, 123 FT (37.5 M) NORTH AND 84 FT (25.6 M) WEST OF JCT OF TH
 DG6773'27-CO RD 215 NORTH AND TWP RD SOUTH, 0.5 FT (15.2 CM) WEST OF WIT
 DG6773'POST, PROJECTS 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8443 ***********************************************************************
 DK8443  DESIGNATION -  4904 L
 DK8443  PID         -  DK8443
 DK8443  STATE/COUNTY-  MN/MORRISON
 DK8443  COUNTRY     -  US
 DK8443  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DK8443
 DK8443                         *CURRENT SURVEY CONTROL
 DK8443  ______________________________________________________________________
 DK8443* NAD 83(1986) POSITION- 45 58 36.0    (N) 094 24 14.9    (W)   HD_HELD2  
 DK8443* NAVD 88 ORTHO HEIGHT -   340.600  (meters)    1117.45  (feet) ADJUSTED  
 DK8443  ______________________________________________________________________
 DK8443  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DK8443  DYNAMIC HEIGHT  -        340.608 (meters)     1117.48  (feet) COMP
 DK8443  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 DK8443
 DK8443  VERT ORDER      -  SECOND    CLASS I
 DK8443
 DK8443.The horizontal coordinates were established by autonomous hand held GPS
 DK8443.observations and have an estimated accuracy of +/- 10 meters.
 DK8443.
 DK8443.The orthometric height was determined by differential leveling and
 DK8443.adjusted in May 2009.
 DK8443
 DK8443.Photographs are available for this station.
 DK8443
 DK8443.The dynamic height is computed by dividing the NAVD 88
 DK8443.geopotential number by the normal gravity value computed on the
 DK8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8443.degrees latitude (g = 980.6199 gals.).
 DK8443
 DK8443.The modeled gravity was interpolated from observed gravity values.
 DK8443
 DK8443;                    North         East    Units  Estimated Accuracy
 DK8443;SPC MN C     -   208,564.      788,056.      MT  (+/- 10 meters HH2 GPS)
 DK8443
 DK8443                          SUPERSEDED SURVEY CONTROL
 DK8443
 DK8443.No superseded survey control is available for this station.
 DK8443
 DK8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9122892413(NAD 83)
 DK8443
 DK8443_MARKER: DB = BENCH MARK DISK
 DK8443_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DK8443_SP_SET: CONCRETE POST
 DK8443_STAMPING: 4904 L 1969
 DK8443_MARK LOGO: MNHD  
 DK8443_PROJECTION: RECESSED 8 CENTIMETERS
 DK8443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK8443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK8443+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 DK8443
 DK8443  HISTORY     - Date     Condition        Report By
 DK8443  HISTORY     - 1969     MONUMENTED       MNDT
 DK8443  HISTORY     - 20020422 GOOD             MNDT
 DK8443  HISTORY     - 20050203 GOOD             MNDT
 DK8443
 DK8443                          STATION DESCRIPTION
 DK8443
 DK8443'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8443'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.75 MI (2.82
 DK8443'KM) WEST OF LITTLE FALLS, 1220 FT (371.9 M) EAST ON TH 27 FROM JCT OF
 DK8443'TH 27 AND TH 238, NEAR WEST 1/16 COR BETWEEN SEC 13 AND SEC 24, AT TH
 DK8443'27 MP 133.6, AT TH 27 STA 805+81, 75 FT (22.9 M) SOUTH OF TH 27, 0.6
 DK8443'FT (18.3 CM) WEST OF WIT POST, 3 FT (0.9 M) NNE OF NORTH LEG OF SIGN,
 DK8443'0.5 FT (15.2 CM) EAST OF WIT POST, RECESSED 3 INCHES, MAGNETIC, NOT
 DK8443'SUITABLE FOR GPS DUE TO TREE AND SIGN.
 DK8443
 DK8443                          STATION RECOVERY (2005)
 DK8443
 DK8443'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DK8443'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6774 ***********************************************************************
 DG6774  DESIGNATION -  4904 M
 DG6774  PID         -  DG6774
 DG6774  STATE/COUNTY-  MN/MORRISON
 DG6774  COUNTRY     -  US
 DG6774  USGS QUAD   -  FLENSBURG (1978)
 DG6774
 DG6774                         *CURRENT SURVEY CONTROL
 DG6774  ______________________________________________________________________
 DG6774* NAD 83(2007) POSITION- 45 58 37.30714(N) 094 35 52.57674(W)   ADJUSTED  
 DG6774* NAD 83(2007) ELLIP HT-   347.543 (meters)        (02/10/07)   ADJUSTED
 DG6774* NAD 83(2007) EPOCH   -  2002.00
 DG6774* NAVD 88 ORTHO HEIGHT -   374.165  (meters)    1227.57  (feet) ADJUSTED  
 DG6774  ______________________________________________________________________
 DG6774  NAD 83(2007) X  -   -355,955.842 (meters)                     COMP
 DG6774  NAD 83(2007) Y  - -4,426,107.621 (meters)                     COMP
 DG6774  NAD 83(2007) Z  -  4,563,723.498 (meters)                     COMP
 DG6774  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC09
 DG6774  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DG6774  DYNAMIC HEIGHT  -        374.169 (meters)     1227.59  (feet) COMP
 DG6774  MODELED GRAVITY -    980,613.1   (mgal)                       NAVD 88
 DG6774
 DG6774  VERT ORDER      -  SECOND    CLASS I
 DG6774
 DG6774  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6774  Type                                         Horiz  Ellip  Dist(km)
 DG6774  -------------------------------------------------------------------
 DG6774  NETWORK                                       0.33   0.41
 DG6774  -------------------------------------------------------------------
 DG6774  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.21   0.24      2.00
 DG6774  -------------------------------------------------------------------
 DG6774  NOTE: Click here for information on individual local accuracy
 DG6774  values and other accuracy information.
 DG6774
 DG6774
 DG6774.The horizontal coordinates were established by GPS observations
 DG6774.and adjusted by the National Geodetic Survey in February 2007.
 DG6774
 DG6774.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6774.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6774
 DG6774.The horizontal coordinates are valid at the epoch date displayed above
 DG6774.which is a decimal equivalence of Year/Month/Day.
 DG6774
 DG6774.The orthometric height was determined by differential leveling and
 DG6774.adjusted in May 2009.
 DG6774
 DG6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6774
 DG6774.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6774
 DG6774.The ellipsoidal height was determined by GPS observations
 DG6774.and is referenced to NAD 83.
 DG6774
 DG6774.The dynamic height is computed by dividing the NAVD 88
 DG6774.geopotential number by the normal gravity value computed on the
 DG6774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6774.degrees latitude (g = 980.6199 gals.).
 DG6774
 DG6774.The modeled gravity was interpolated from observed gravity values.
 DG6774
 DG6774. The following values were computed from the NAD 83(2007) position.
 DG6774
 DG6774;                    North         East     Units Scale Factor Converg.
 DG6774;SPC MN C     -   208,652.176   773,038.091   MT  0.99994142   -0 15 06.1
 DG6774;SPC MN C     -   684,553.01  2,536,209.14   sFT  0.99994142   -0 15 06.1
 DG6774;UTM  15      - 5,092,736.680   376,217.298   MT  0.99978836   -1 08 57.0
 DG6774
 DG6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6774!SPC MN C     -   0.99994552  x   0.99994142  =   0.99988694
 DG6774!UTM  15      -   0.99994552  x   0.99978836  =   0.99973389
 DG6774
 DG6774                          SUPERSEDED SURVEY CONTROL
 DG6774
 DG6774  NAD 83(1996)-  45 58 37.30697(N)    094 35 52.57646(W) AD(       ) 1
 DG6774  ELLIP H (07/30/04)  347.585  (m)                       GP(       ) 4 1
 DG6774  NAVD 88 (07/30/04)  374.16   (m)         1227.6    (f) LEVELING    3  
 DG6774
 DG6774.Superseded values are not recommended for survey control.
 DG6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6774.See file dsdata.txt to determine how the superseded data were derived.
 DG6774
 DG6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7621792736(NAD 83)
 DG6774
 DG6774_MARKER: DD = SURVEY DISK
 DG6774_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6774_STAMPING: 4904 M 2002
 DG6774_MARK LOGO: MNDT  
 DG6774_PROJECTION: FLUSH
 DG6774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6774+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 DG6774_ROD/PIPE-DEPTH:  7.6 meters
 DG6774
 DG6774  HISTORY     - Date     Condition        Report By
 DG6774  HISTORY     - 2002     MONUMENTED       MNDT
 DG6774  HISTORY     - 20020605 GOOD             MNDT
 DG6774
 DG6774                          STATION DESCRIPTION
 DG6774
 DG6774'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6774'THE MARK IS 5 MI (8.0 KM) NE OF SWANVILLE, 1 MI (1.6 KM) EAST ALONG TH
 DG6774'27 FROM JCT OF TH 27 AND TH 28, (4.5 MI NE OF SWANVILLE) , AT TH 27 MP
 DG6774'124.2, 122 FT (37.2 M) NORTH OF TH 27, 82 FT (25.0 M) EAST OF CO RD
 DG6774'11, 61.1 FT (18.6 M) SE OF R/W POST, 3.1 FT (0.9 M) NORTH OF WIT POST,
 DG6774'MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 25 FT.
 DG6774
 DG6774                          STATION RECOVERY (2002)
 DG6774
 DG6774'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG6774'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6775 ***********************************************************************
 DG6775  DESIGNATION -  4904 N
 DG6775  PID         -  DG6775
 DG6775  STATE/COUNTY-  MN/MORRISON
 DG6775  COUNTRY     -  US
 DG6775  USGS QUAD   -  FLENSBURG (1978)
 DG6775
 DG6775                         *CURRENT SURVEY CONTROL
 DG6775  ______________________________________________________________________
 DG6775* NAD 83(2007) POSITION- 45 58 38.00944(N) 094 30 54.26477(W)   ADJUSTED  
 DG6775* NAD 83(2007) ELLIP HT-   331.054 (meters)        (02/10/07)   ADJUSTED
 DG6775* NAD 83(2007) EPOCH   -  2002.00
 DG6775* NAVD 88 ORTHO HEIGHT -   357.656  (meters)    1173.41  (feet) ADJUSTED  
 DG6775  ______________________________________________________________________
 DG6775  NAD 83(2007) X  -   -349,552.052 (meters)                     COMP
 DG6775  NAD 83(2007) Y  - -4,426,590.828 (meters)                     COMP
 DG6775  NAD 83(2007) Z  -  4,563,726.712 (meters)                     COMP
 DG6775  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC09
 DG6775  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG6775  DYNAMIC HEIGHT  -        357.661 (meters)     1173.43  (feet) COMP
 DG6775  MODELED GRAVITY -    980,620.9   (mgal)                       NAVD 88
 DG6775
 DG6775  VERT ORDER      -  SECOND    CLASS I
 DG6775
 DG6775  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6775  Type                                         Horiz  Ellip  Dist(km)
 DG6775  -------------------------------------------------------------------
 DG6775  NETWORK                                       0.35   0.45
 DG6775  -------------------------------------------------------------------
 DG6775  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.24   0.31      4.90
 DG6775  -------------------------------------------------------------------
 DG6775  NOTE: Click here for information on individual local accuracy
 DG6775  values and other accuracy information.
 DG6775
 DG6775
 DG6775.The horizontal coordinates were established by GPS observations
 DG6775.and adjusted by the National Geodetic Survey in February 2007.
 DG6775
 DG6775.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6775.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6775
 DG6775.The horizontal coordinates are valid at the epoch date displayed above
 DG6775.which is a decimal equivalence of Year/Month/Day.
 DG6775
 DG6775.The orthometric height was determined by differential leveling and
 DG6775.adjusted in May 2009.
 DG6775
 DG6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6775
 DG6775.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6775
 DG6775.The ellipsoidal height was determined by GPS observations
 DG6775.and is referenced to NAD 83.
 DG6775
 DG6775.The dynamic height is computed by dividing the NAVD 88
 DG6775.geopotential number by the normal gravity value computed on the
 DG6775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6775.degrees latitude (g = 980.6199 gals.).
 DG6775
 DG6775.The modeled gravity was interpolated from observed gravity values.
 DG6775
 DG6775. The following values were computed from the NAD 83(2007) position.
 DG6775
 DG6775;                    North         East     Units Scale Factor Converg.
 DG6775;SPC MN C     -   208,649.009   779,459.348   MT  0.99994140   -0 11 30.3
 DG6775;SPC MN C     -   684,542.62  2,557,276.21   sFT  0.99994140   -0 11 30.3
 DG6775;UTM  15      - 5,092,632.935   382,636.672   MT  0.99976933   -1 05 22.4
 DG6775
 DG6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6775!SPC MN C     -   0.99994810  x   0.99994140  =   0.99988951
 DG6775!UTM  15      -   0.99994810  x   0.99976933  =   0.99971745
 DG6775
 DG6775                          SUPERSEDED SURVEY CONTROL
 DG6775
 DG6775  NAD 83(1996)-  45 58 38.00928(N)    094 30 54.26447(W) AD(       ) 1
 DG6775  ELLIP H (07/30/04)  331.095  (m)                       GP(       ) 4 1
 DG6775  NAVD 88 (07/30/04)  357.65   (m)         1173.4    (f) LEVELING    3  
 DG6775
 DG6775.Superseded values are not recommended for survey control.
 DG6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6775.See file dsdata.txt to determine how the superseded data were derived.
 DG6775
 DG6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8263692632(NAD 83)
 DG6775
 DG6775_MARKER: DD = SURVEY DISK
 DG6775_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6775_STAMPING: 4904 N 2002
 DG6775_MARK LOGO: MNDT  
 DG6775_PROJECTION: RECESSED 5 CENTIMETERS
 DG6775_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6775+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DG6775_ROD/PIPE-DEPTH:  4.6 meters
 DG6775
 DG6775  HISTORY     - Date     Condition        Report By
 DG6775  HISTORY     - 2002     MONUMENTED       MNDT
 DG6775  HISTORY     - 20020422 GOOD             MNDT
 DG6775
 DG6775                          STATION DESCRIPTION
 DG6775
 DG6775'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6775'THE MARK IS 7 MI (11.3 KM) WEST OF LITTLE FALLS, 5 MI (8.0 KM) WEST
 DG6775'ALONG TH 27 FROM JCT OF TH 27 AND TH 238 (2 MI WEST OF LITTLE FALLS) ,
 DG6775'AT TH 27 MP 128.2, 71.2 FT (21.7 M) NORTH OF TH 27, 110 FT (33.5 M)
 DG6775'WEST OF 70TH AVE, 71.5 FT (21.8 M) WEST OF P-POLE, 3.0 FT (0.9 M) WEST
 DG6775'OF WIT POST, RECESSED 2 INCHES, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH
 DG6775'IS 15 FT.
 DG6775
 DG6775                          STATION RECOVERY (2002)
 DG6775
 DG6775'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG6775'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8442 ***********************************************************************
 DK8442  DESIGNATION -  4904 P
 DK8442  PID         -  DK8442
 DK8442  STATE/COUNTY-  MN/MORRISON
 DK8442  COUNTRY     -  US
 DK8442  USGS QUAD   -  LITTLE FALLS EAST (1978)
 DK8442
 DK8442                         *CURRENT SURVEY CONTROL
 DK8442  ______________________________________________________________________
 DK8442* NAD 83(1986) POSITION- 45 58 37.60   (N) 094 22 10.00   (W)   HD_HELD1  
 DK8442* NAVD 88 ORTHO HEIGHT -   340.042  (meters)    1115.62  (feet) ADJUSTED  
 DK8442  ______________________________________________________________________
 DK8442  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DK8442  DYNAMIC HEIGHT  -        340.050 (meters)     1115.65  (feet) COMP
 DK8442  MODELED GRAVITY -    980,629.6   (mgal)                       NAVD 88
 DK8442
 DK8442  VERT ORDER      -  SECOND    CLASS I
 DK8442
 DK8442.The horizontal coordinates were scaled from a topographic map and have
 DK8442.an estimated accuracy of +/- 6 seconds.
 DK8442.
 DK8442.The orthometric height was determined by differential leveling and
 DK8442.adjusted in May 2009.
 DK8442
 DK8442.The dynamic height is computed by dividing the NAVD 88
 DK8442.geopotential number by the normal gravity value computed on the
 DK8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8442.degrees latitude (g = 980.6199 gals.).
 DK8442
 DK8442.The modeled gravity was interpolated from observed gravity values.
 DK8442
 DK8442;                    North         East    Units  Estimated Accuracy
 DK8442;SPC MN C     -   208,609.0     790,744.2     MT  (+/- 3 meters HH1 GPS) 
 DK8442
 DK8442                          SUPERSEDED SURVEY CONTROL
 DK8442
 DK8442.No superseded survey control is available for this station.
 DK8442
 DK8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9391792416(NAD 83)
 DK8442
 DK8442_MARKER: DV = VERTICAL CONTROL DISK
 DK8442_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK8442_SP_SET: BRIDGE SIDEWALK
 DK8442_STAMPING: 4904 P 2002
 DK8442_MARK LOGO: MNDT  
 DK8442_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK8442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8442+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 DK8442
 DK8442  HISTORY     - Date     Condition        Report By
 DK8442  HISTORY     - 1983     MONUMENTED       MNDT
 DK8442  HISTORY     - 20020422 GOOD             MNDT
 DK8442
 DK8442                          STATION DESCRIPTION
 DK8442
 DK8442'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DK8442'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS IN LITTLE
 DK8442'FALLS, IN SW COR OF TH 27 BRIDGE NO 5907 OVER MISSISSIPPI RIVER, 1.5
 DK8442'MI (2.4 KM) WEST ALONG TH 27 FROM JCT OF TH 27 AND TH 10 IN LITTLE
 DK8442'FALLS , AT TH 27 MP 135.25, 35 FT (10.7 M) SOUTH OF TH 27, 0.6 FT
 DK8442'(18.3 CM) NE OF SW COR OF BRIDGE, MAGNETIC, SUITABLE FOR GPS.  THE
 DK8442'DISK WAS SET IN 1983 THEN STAMPED IN 2002.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4452 ***********************************************************************
 DG4452  DESIGNATION -  4904 Q
 DG4452  PID         -  DG4452
 DG4452  STATE/COUNTY-  MN/MORRISON
 DG4452  COUNTRY     -  US
 DG4452  USGS QUAD   -  LITTLE FALLS EAST (1978)
 DG4452
 DG4452                         *CURRENT SURVEY CONTROL
 DG4452  ______________________________________________________________________
 DG4452* NAD 83(2007) POSITION- 45 58 37.15291(N) 094 22 02.22818(W)   ADJUSTED  
 DG4452* NAD 83(2007) ELLIP HT-   313.729 (meters)        (02/10/07)   ADJUSTED
 DG4452* NAD 83(2007) EPOCH   -  2002.00
 DG4452* NAVD 88 ORTHO HEIGHT -   340.349  (meters)    1116.63  (feet) ADJUSTED  
 DG4452  ______________________________________________________________________
 DG4452  NAD 83(2007) X  -   -338,133.546 (meters)                     COMP
 DG4452  NAD 83(2007) Y  - -4,427,484.688 (meters)                     COMP
 DG4452  NAD 83(2007) Z  -  4,563,695.875 (meters)                     COMP
 DG4452  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC09
 DG4452  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DG4452  DYNAMIC HEIGHT  -        340.358 (meters)     1116.66  (feet) COMP
 DG4452  MODELED GRAVITY -    980,629.7   (mgal)                       NAVD 88
 DG4452
 DG4452  VERT ORDER      -  SECOND    CLASS I
 DG4452
 DG4452  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4452  Type                                         Horiz  Ellip  Dist(km)
 DG4452  -------------------------------------------------------------------
 DG4452  NETWORK                                       0.33   0.41
 DG4452  -------------------------------------------------------------------
 DG4452  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.26   0.30      3.14
 DG4452  -------------------------------------------------------------------
 DG4452  NOTE: Click here for information on individual local accuracy
 DG4452  values and other accuracy information.
 DG4452
 DG4452
 DG4452.The horizontal coordinates were established by GPS observations
 DG4452.and adjusted by the National Geodetic Survey in February 2007.
 DG4452
 DG4452.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4452.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4452
 DG4452.The horizontal coordinates are valid at the epoch date displayed above
 DG4452.which is a decimal equivalence of Year/Month/Day.
 DG4452
 DG4452.The orthometric height was determined by differential leveling and
 DG4452.adjusted in May 2009.
 DG4452
 DG4452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4452
 DG4452.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4452
 DG4452.The ellipsoidal height was determined by GPS observations
 DG4452.and is referenced to NAD 83.
 DG4452
 DG4452.The dynamic height is computed by dividing the NAVD 88
 DG4452.geopotential number by the normal gravity value computed on the
 DG4452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4452.degrees latitude (g = 980.6199 gals.).
 DG4452
 DG4452.The modeled gravity was interpolated from observed gravity values.
 DG4452
 DG4452. The following values were computed from the NAD 83(2007) position.
 DG4452
 DG4452;                    North         East     Units Scale Factor Converg.
 DG4452;SPC MN C     -   208,594.923   790,911.440   MT  0.99994143   -0 05 05.4
 DG4452;SPC MN C     -   684,365.18  2,594,848.62   sFT  0.99994143   -0 05 05.4
 DG4452;UTM  15      - 5,092,399.396   394,084.356   MT  0.99973791   -0 58 59.7
 DG4452
 DG4452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4452!SPC MN C     -   0.99995082  x   0.99994143  =   0.99989225
 DG4452!UTM  15      -   0.99995082  x   0.99973791  =   0.99968874
 DG4452
 DG4452                          SUPERSEDED SURVEY CONTROL
 DG4452
 DG4452  NAD 83(1996)-  45 58 37.15267(N)    094 22 02.22770(W) AD(       ) 1
 DG4452  ELLIP H (02/25/04)  313.775  (m)                       GP(       ) 3 1
 DG4452  NAVD 88 (02/25/04)  340.35   (m)         1116.6    (f) LEVELING    3  
 DG4452
 DG4452.Superseded values are not recommended for survey control.
 DG4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4452.See file dsdata.txt to determine how the superseded data were derived.
 DG4452
 DG4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9408492399(NAD 83)
 DG4452
 DG4452_MARKER: DV = VERTICAL CONTROL DISK
 DG4452_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG4452_SP_SET: BRIDGE SIDEWALK
 DG4452_STAMPING: 4904 Q 2002
 DG4452_MARK LOGO: MNDT  
 DG4452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG4452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4452+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 DG4452
 DG4452  HISTORY     - Date     Condition        Report By
 DG4452  HISTORY     - 1983     MONUMENTED       MNDT
 DG4452  HISTORY     - 20020422 GOOD             MNDT
 DG4452  HISTORY     - 20030505 GOOD             MNDT
 DG4452
 DG4452                          STATION DESCRIPTION
 DG4452
 DG4452'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DG4452'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED IN
 DG4452'LITTLE PRAIRIE, ABOUT 8.2 MI (13.2 KM) EAST OF FLENSBURG, 4.2 MI (6.8
 DG4452'KM) SOUTH-SOUTHWEST OF BELLE PRAIRIE AND 0.2 MI (0.4 KM) WEST OF
 DG4452'LITTLE FALLS. MARK SET IN SE COR OF TH 27 BRIDGE NO 5907 OVER
 DG4452'MISSISSIPPI RIVER, 1.4 MI (2.3 KM) WEST ALONG TH 27 FROM JCT OF TH 27
 DG4452'AND TH 10 IN LITTLE FALLS , AT TH 27 MP 135.35, 35 FT (10.7 M) SOUTH
 DG4452'OF TH 27, 0.8 FT (24.4 CM) NW OF SE COR OF BRIDGE, MAGNETIC, SUITABLE
 DG4452'FOR GPS.  THE DISK WAS SET IN 1983 THEN STAMPED IN 2002.
 DG4452
 DG4452                          STATION RECOVERY (2003)
 DG4452
 DG4452'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DG4452'THE MARK IS IN LITTLE FALLS, 1.4 MI (2.3 KM) WEST OF THE JCT OF TH 10
 DG4452'AND TH 27, AT TH 27 MP 135.35, 0.8 FT (24.4 CM) NW OF SE CORNER OF
 DG4452'BRIDGE NO 5907 OVER MISSISSIPPI RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4454 ***********************************************************************
 DG4454  DESIGNATION -  4904 R
 DG4454  PID         -  DG4454
 DG4454  STATE/COUNTY-  MN/MORRISON
 DG4454  COUNTRY     -  US
 DG4454  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4454
 DG4454                         *CURRENT SURVEY CONTROL
 DG4454  ______________________________________________________________________
 DG4454* NAD 83(2007) POSITION- 45 58 36.93790(N) 094 23 20.97721(W)   ADJUSTED  
 DG4454* NAD 83(2007) ELLIP HT-   319.032 (meters)        (02/10/07)   ADJUSTED
 DG4454* NAD 83(2007) EPOCH   -  2002.00
 DG4454* NAVD 88 ORTHO HEIGHT -   345.642  (meters)    1133.99  (feet) ADJUSTED  
 DG4454  ______________________________________________________________________
 DG4454  NAD 83(2007) X  -   -339,824.521 (meters)                     COMP
 DG4454  NAD 83(2007) Y  - -4,427,363.705 (meters)                     COMP
 DG4454  NAD 83(2007) Z  -  4,563,695.074 (meters)                     COMP
 DG4454  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC09
 DG4454  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG4454  DYNAMIC HEIGHT  -        345.650 (meters)     1134.02  (feet) COMP
 DG4454  MODELED GRAVITY -    980,628.8   (mgal)                       NAVD 88
 DG4454
 DG4454  VERT ORDER      -  SECOND    CLASS I
 DG4454
 DG4454  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4454  Type                                         Horiz  Ellip  Dist(km)
 DG4454  -------------------------------------------------------------------
 DG4454  NETWORK                                       0.45   0.51
 DG4454  -------------------------------------------------------------------
 DG4454  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.41      3.14
 DG4454  -------------------------------------------------------------------
 DG4454  NOTE: Click here for information on individual local accuracy
 DG4454  values and other accuracy information.
 DG4454
 DG4454
 DG4454.The horizontal coordinates were established by GPS observations
 DG4454.and adjusted by the National Geodetic Survey in February 2007.
 DG4454
 DG4454.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4454.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4454
 DG4454.The horizontal coordinates are valid at the epoch date displayed above
 DG4454.which is a decimal equivalence of Year/Month/Day.
 DG4454
 DG4454.The orthometric height was determined by differential leveling and
 DG4454.adjusted in May 2009.
 DG4454
 DG4454.Photographs are available for this station.
 DG4454
 DG4454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4454
 DG4454.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4454
 DG4454.The ellipsoidal height was determined by GPS observations
 DG4454.and is referenced to NAD 83.
 DG4454
 DG4454.The dynamic height is computed by dividing the NAVD 88
 DG4454.geopotential number by the normal gravity value computed on the
 DG4454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4454.degrees latitude (g = 980.6199 gals.).
 DG4454
 DG4454.The modeled gravity was interpolated from observed gravity values.
 DG4454
 DG4454. The following values were computed from the NAD 83(2007) position.
 DG4454
 DG4454;                    North         East     Units Scale Factor Converg.
 DG4454;SPC MN C     -   208,591.029   789,216.339   MT  0.99994144   -0 06 02.4
 DG4454;SPC MN C     -   684,352.40  2,589,287.27   sFT  0.99994144   -0 06 02.4
 DG4454;UTM  15      - 5,092,422.075   392,389.744   MT  0.99974236   -0 59 56.3
 DG4454
 DG4454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4454!SPC MN C     -   0.99994999  x   0.99994144  =   0.99989143
 DG4454!UTM  15      -   0.99994999  x   0.99974236  =   0.99969236
 DG4454
 DG4454                          SUPERSEDED SURVEY CONTROL
 DG4454
 DG4454  NAD 83(1996)-  45 58 36.93766(N)    094 23 20.97667(W) AD(       ) 1
 DG4454  ELLIP H (02/25/04)  319.080  (m)                       GP(       ) 3 1
 DG4454  NAVD 88 (02/25/04)  345.64   (m)         1134.0    (f) LEVELING    3  
 DG4454
 DG4454.Superseded values are not recommended for survey control.
 DG4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4454.See file dsdata.txt to determine how the superseded data were derived.
 DG4454
 DG4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9238992422(NAD 83)
 DG4454
 DG4454_MARKER: DD = SURVEY DISK
 DG4454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4454_STAMPING: 4904 R 2002
 DG4454_MARK LOGO: MNDT  
 DG4454_PROJECTION: RECESSED 13 CENTIMETERS
 DG4454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4454+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 DG4454_ROD/PIPE-DEPTH:  4.6 meters
 DG4454
 DG4454  HISTORY     - Date     Condition        Report By
 DG4454  HISTORY     - 2002     MONUMENTED       MNDT
 DG4454  HISTORY     - 20020422 GOOD             MNDT
 DG4454  HISTORY     - 20030506 GOOD             MNDT
 DG4454  HISTORY     - 20050203 GOOD             MNDT
 DG4454
 DG4454                          STATION DESCRIPTION
 DG4454
 DG4454'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DG4454'RECOVERED AS DESCRIBED.
 DG4454
 DG4454                          STATION RECOVERY (2003)
 DG4454
 DG4454'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DG4454'THE MARK WAS RECOVERED 0.85 MILE (1.37 KM) WEST ALONG TH 27  (
 DG4454'BROADWAY )  FROM JCT OF
 DG4454'LINDBERGH DRIVE IN LITTLE FALLS, AT TH 27 MP 134.25, 35.9 FT (10.9 M)
 DG4454'NORTH OF TH 27, 26.5 FT (8.1 M)
 DG4454'EAST OF P-POLE, 76.5 FT (23.3 M) NNE OF EXTENDED 14TH ST, 2 FT (0.6 M)
 DG4454'WEST OF WITNESS POST,
 DG4454'RECESSED 3 INCHES, MAGNETIC.  ROD DEPTH IS 15 FT.
 DG4454'
 DG4454
 DG4454                          STATION RECOVERY (2005)
 DG4454
 DG4454'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 DG4454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM3823 ***********************************************************************
 DM3823  DESIGNATION -  4904 R 1
 DM3823  PID         -  DM3823
 DM3823  STATE/COUNTY-  MN/MORRISON
 DM3823  COUNTRY     -  US
 DM3823  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DM3823
 DM3823                         *CURRENT SURVEY CONTROL
 DM3823  ______________________________________________________________________
 DM3823* NAD 83(1986) POSITION- 45 58 45.5    (N) 094 23 18.1    (W)   HD_HELD2  
 DM3823* NAVD 88 ORTHO HEIGHT -   345.202  (meters)    1132.55  (feet) ADJUSTED  
 DM3823  ______________________________________________________________________
 DM3823  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DM3823  DYNAMIC HEIGHT  -        345.210 (meters)     1132.58  (feet) COMP
 DM3823  MODELED GRAVITY -    980,629.0   (mgal)                       NAVD 88
 DM3823
 DM3823  VERT ORDER      -  SECOND    CLASS I
 DM3823
 DM3823.The horizontal coordinates were established by autonomous hand held GPS
 DM3823.observations and have an estimated accuracy of +/- 10 meters.
 DM3823.
 DM3823.The orthometric height was determined by differential leveling and
 DM3823.adjusted in June 2011.
 DM3823
 DM3823.No vertical observational check was made to the station.
 DM3823
 DM3823.Photographs are available for this station.
 DM3823
 DM3823.The dynamic height is computed by dividing the NAVD 88
 DM3823.geopotential number by the normal gravity value computed on the
 DM3823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3823.degrees latitude (g = 980.6199 gals.).
 DM3823
 DM3823.The modeled gravity was interpolated from observed gravity values.
 DM3823
 DM3823;                    North         East    Units  Estimated Accuracy
 DM3823;SPC MN C     -   208,855.      789,279.      MT  (+/- 10 meters HH2 GPS)
 DM3823
 DM3823                          SUPERSEDED SURVEY CONTROL
 DM3823
 DM3823.No superseded survey control is available for this station.
 DM3823
 DM3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9245692685(NAD 83)
 DM3823
 DM3823_MARKER: DD = SURVEY DISK
 DM3823_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM3823_STAMPING: 4904 R 1
 DM3823_MARK LOGO: MNDT  
 DM3823_PROJECTION: RECESSED 13 CENTIMETERS
 DM3823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3823+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 DM3823_ROD/PIPE-DEPTH:  4.6 meters
 DM3823
 DM3823  HISTORY     - Date     Condition        Report By
 DM3823  HISTORY     - 20050407 MONUMENTED       MNDT
 DM3823
 DM3823                          STATION DESCRIPTION
 DM3823
 DM3823'DESCRIBED BY MN DEPT OF TRANSP 2005
 DM3823'THE MARK IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DM3823'FLENSBURG, 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF BELLE PRAIRIE AND IN
 DM3823'WESTERN LITTLE FALLS MINNESOTA.
 DM3823' 
 DM3823'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 27 (BROADWAY
 DM3823'STREET) AND LINDBERGH DRIVE IN LITTLE FALLS, GO 0.8 MI (1.3 KM) WEST
 DM3823'ALONG TRUNK HIGHWAY 27 TO MILE POINT 134.30, THENCE 825 FT (251.5 M)
 DM3823'NORTH ON 13TH STREET WEST TO THE MARK ON THE LEFT.
 DM3823' 
 DM3823'THE MARK IS FOUND 81.9 FT (25.0 M) WEST OF 13TH STREET WEST, 43 FT
 DM3823'(13.1 M) SOUTH OF THE MAINTENANCE DRIVEWAY TO THE MINNESOTA DEPARTMENT
 DM3823'OF TRANSPORTATION TRUCK STATION, 20.6 FT (6.3 M) NORTH-NORTHEAST OF
 DM3823'THE NORTHEAST CORNER OF MAINTENANCE BUILDING, 3 FT (0.9 M) NORTH OF
 DM3823'ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7451 ***********************************************************************
 AH7451  DESIGNATION -  4905 A
 AH7451  PID         -  AH7451
 AH7451  STATE/COUNTY-  MN/MORRISON
 AH7451  COUNTRY     -  US
 AH7451  USGS QUAD   -  PIERZ (1978)
 AH7451
 AH7451                         *CURRENT SURVEY CONTROL
 AH7451  ______________________________________________________________________
 AH7451* NAD 83(2007) POSITION- 45 58 12.33343(N) 094 06 27.35512(W)   ADJUSTED  
 AH7451* NAD 83(2007) ELLIP HT-   329.647 (meters)        (08/05/10)   ADJUSTED
 AH7451* NAD 83(2007) EPOCH   -  2002.00
 AH7451* NAVD 88 ORTHO HEIGHT -   356.471  (meters)    1169.52  (feet) ADJUSTED  
 AH7451  ______________________________________________________________________
 AH7451  NAD 83(2007) X  -   -318,103.305 (meters)                     COMP
 AH7451  NAD 83(2007) Y  - -4,429,532.397 (meters)                     COMP
 AH7451  NAD 83(2007) Z  -  4,563,174.717 (meters)                     COMP
 AH7451  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC09
 AH7451  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AH7451  DYNAMIC HEIGHT  -        356.476 (meters)     1169.54  (feet) COMP
 AH7451  MODELED GRAVITY -    980,620.2   (mgal)                       NAVD 88
 AH7451
 AH7451  HORZ ORDER      -  FIRST
 AH7451  VERT ORDER      -  SECOND    CLASS I
 AH7451  ELLP ORDER      -  THIRD     CLASS II
 AH7451
 AH7451.The horizontal coordinates were established by GPS observations
 AH7451.and adjusted by the National Geodetic Survey in August 2010.
 AH7451
 AH7451.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7451.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7451
 AH7451.The horizontal coordinates are valid at the epoch date displayed above
 AH7451.which is a decimal equivalence of Year/Month/Day.
 AH7451
 AH7451.The orthometric height was determined by differential leveling and
 AH7451.adjusted in August 2004.
 AH7451
 AH7451.Photographs are available for this station.
 AH7451
 AH7451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7451
 AH7451.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7451
 AH7451.The ellipsoidal height was determined by GPS observations
 AH7451.and is referenced to NAD 83.
 AH7451
 AH7451.The dynamic height is computed by dividing the NAVD 88
 AH7451.geopotential number by the normal gravity value computed on the
 AH7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7451.degrees latitude (g = 980.6199 gals.).
 AH7451
 AH7451.The modeled gravity was interpolated from observed gravity values.
 AH7451
 AH7451. The following values were computed from the NAD 83(2007) position.
 AH7451
 AH7451;                    North         East     Units Scale Factor Converg.
 AH7451;SPC MN C     -   207,831.852   811,036.176   MT  0.99994218   +0 06 10.8
 AH7451;SPC MN C     -   681,861.67  2,660,874.52   sFT  0.99994218   +0 06 10.8
 AH7451;UTM  15      - 5,091,320.947   414,190.051   MT  0.99969052   -0 47 47.0
 AH7451
 AH7451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7451!SPC MN C     -   0.99994832  x   0.99994218  =   0.99989051
 AH7451!UTM  15      -   0.99994832  x   0.99969052  =   0.99963886
 AH7451
 AH7451|---------------------------------------------------------------------|
 AH7451| PID    Reference Object                     Distance      Geod. Az  |
 AH7451|                                                           dddmmss.s |
 AH7451| DE8306 ANDREA                              215.106 METERS 25915     |
 AH7451|---------------------------------------------------------------------|
 AH7451
 AH7451                          SUPERSEDED SURVEY CONTROL
 AH7451
 AH7451  NAD 83(1996)-  45 58 12.33315(N)    094 06 27.35463(W) AD(       ) 1
 AH7451  ELLIP H (01/20/06)  329.684  (m)                       GP(       ) 3 2
 AH7451  NAVD 88 (01/20/06)  356.47   (m)         1169.5    (f) LEVELING    3  
 AH7451
 AH7451.Superseded values are not recommended for survey control.
 AH7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7451.See file dsdata.txt to determine how the superseded data were derived.
 AH7451
 AH7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1419091320(NAD 83)
 AH7451
 AH7451_MARKER: DV = VERTICAL CONTROL DISK
 AH7451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7451_STAMPING: 4905 A 1993
 AH7451_MARK LOGO: MNDT  
 AH7451_PROJECTION: RECESSED 5 CENTIMETERS
 AH7451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7451+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH7451_ROD/PIPE-DEPTH:  3.0 meters
 AH7451
 AH7451  HISTORY     - Date     Condition        Report By
 AH7451  HISTORY     - 1993     MONUMENTED       MNDT
 AH7451  HISTORY     - 19930722 GOOD             MNDT
 AH7451  HISTORY     - 19940504 GOOD             MNDT
 AH7451  HISTORY     - 20050615 GOOD             MNDT
 AH7451
 AH7451                          STATION DESCRIPTION
 AH7451
 AH7451'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH7451'THE MARK IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTH OF PIERZ, AT THE JCT
 AH7451'OF TH 25 TH 27 WEST, 85.5 FT (26.1 M) NORTH OF TH 27 AT TH 27 MP
 AH7451'148.05, 206 FT (62.8 M) WEST OF TH 25, 2.5 FT (0.8 M) SOUTH OF THE
 AH7451'SOUTH LEG OF THE SIGN POST FOR CASE IMP, AND 2.5 FT (0.8 M) SOUTH OF A
 AH7451'WIT POST.
 AH7451
 AH7451                          STATION RECOVERY (1994)
 AH7451
 AH7451'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (WAS)
 AH7451'RECOVERED AS DESCRIBED.
 AH7451
 AH7451                          STATION RECOVERY (2005)
 AH7451
 AH7451'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH7451'0.8 MILES SOUTH OF PIERZ, AT JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HI
 AH7451'GHWAY 27 WEST, 85.5 FEET NORTH OF TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 2
 AH7451'7 MILEPOINT 148.05, 206 FEET WEST OF TRUNK HIGHWAY 25, 2.5 FEET SOUTH
 AH7451'OF SOUTH LEG OF CASE IMPLEMENT SIGN POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8248 ***********************************************************************
 AH8248  DESIGNATION -  4905 B
 AH8248  PID         -  AH8248
 AH8248  STATE/COUNTY-  MN/MORRISON
 AH8248  COUNTRY     -  US
 AH8248  USGS QUAD   -  PIERZ LAKE (1978)
 AH8248
 AH8248                         *CURRENT SURVEY CONTROL
 AH8248  ______________________________________________________________________
 AH8248* NAD 83(2007) POSITION- 45 58 13.37158(N) 094 08 00.61655(W)   ADJUSTED  
 AH8248* NAD 83(2007) ELLIP HT-   318.083 (meters)        (08/05/10)   ADJUSTED
 AH8248* NAD 83(2007) EPOCH   -  2002.00
 AH8248* NAVD 88 ORTHO HEIGHT -   344.873  (meters)    1131.47  (feet) ADJUSTED  
 AH8248  ______________________________________________________________________
 AH8248  NAD 83(2007) X  -   -320,103.819 (meters)                     COMP
 AH8248  NAD 83(2007) Y  - -4,429,357.112 (meters)                     COMP
 AH8248  NAD 83(2007) Z  -  4,563,188.682 (meters)                     COMP
 AH8248  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC09
 AH8248  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 AH8248  DYNAMIC HEIGHT  -        344.879 (meters)     1131.49  (feet) COMP
 AH8248  MODELED GRAVITY -    980,622.7   (mgal)                       NAVD 88
 AH8248
 AH8248  HORZ ORDER      -  FIRST
 AH8248  VERT ORDER      -  SECOND    CLASS I
 AH8248  ELLP ORDER      -  THIRD     CLASS II
 AH8248
 AH8248.The horizontal coordinates were established by GPS observations
 AH8248.and adjusted by the National Geodetic Survey in August 2010.
 AH8248
 AH8248.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8248.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8248
 AH8248.The horizontal coordinates are valid at the epoch date displayed above
 AH8248.which is a decimal equivalence of Year/Month/Day.
 AH8248
 AH8248.The orthometric height was determined by differential leveling and
 AH8248.adjusted in August 2004.
 AH8248
 AH8248.Photographs are available for this station.
 AH8248
 AH8248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8248
 AH8248.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8248
 AH8248.The ellipsoidal height was determined by GPS observations
 AH8248.and is referenced to NAD 83.
 AH8248
 AH8248.The dynamic height is computed by dividing the NAVD 88
 AH8248.geopotential number by the normal gravity value computed on the
 AH8248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8248.degrees latitude (g = 980.6199 gals.).
 AH8248
 AH8248.The modeled gravity was interpolated from observed gravity values.
 AH8248
 AH8248. The following values were computed from the NAD 83(2007) position.
 AH8248
 AH8248;                    North         East     Units Scale Factor Converg.
 AH8248;SPC MN C     -   207,860.622   809,028.407   MT  0.99994215   +0 05 03.4
 AH8248;SPC MN C     -   681,956.06  2,654,287.37   sFT  0.99994215   +0 05 03.4
 AH8248;UTM  15      - 5,091,381.212   412,183.481   MT  0.99969480   -0 48 54.1
 AH8248
 AH8248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8248!SPC MN C     -   0.99995014  x   0.99994215  =   0.99989229
 AH8248!UTM  15      -   0.99995014  x   0.99969480  =   0.99964495
 AH8248
 AH8248                          SUPERSEDED SURVEY CONTROL
 AH8248
 AH8248  NAD 83(1996)-  45 58 13.37123(N)    094 08 00.61605(W) AD(       ) 1
 AH8248  ELLIP H (01/20/06)  318.123  (m)                       GP(       ) 3 2
 AH8248  NAVD 88 (01/20/06)  344.88   (m)         1131.5    (f) LEVELING    3  
 AH8248
 AH8248.Superseded values are not recommended for survey control.
 AH8248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8248.See file dsdata.txt to determine how the superseded data were derived.
 AH8248
 AH8248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1218391381(NAD 83)
 AH8248
 AH8248_MARKER: DV = VERTICAL CONTROL DISK
 AH8248_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8248_STAMPING: 4905 B 1993
 AH8248_MARK LOGO: MNDT  
 AH8248_PROJECTION: RECESSED 8 CENTIMETERS
 AH8248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8248+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8248_ROD/PIPE-DEPTH:  7.6 meters
 AH8248
 AH8248  HISTORY     - Date     Condition        Report By
 AH8248  HISTORY     - 1993     MONUMENTED       MNDT
 AH8248  HISTORY     - 20050615 GOOD             MNDT
 AH8248
 AH8248                          STATION DESCRIPTION
 AH8248
 AH8248'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8248'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SW OF PIERZ, 1.25 MI (2.01
 AH8248'KM) WEST OF THE SOUTH JCT OF TH 25 AND TH 27, 74.0 FT (22.6 M) NORTH
 AH8248'OF TH 27 AT TH 27 MP 146.8, 24.0 FT (7.3 M) WEST OF AN ENT, 7.0 FT
 AH8248'(2.1 M) WEST OF A FENCE COR, AND 1.5 FT (0.5 M) SW OF A WIT POST.
 AH8248
 AH8248                          STATION RECOVERY (2005)
 AH8248
 AH8248'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8248'1.5 MILES SOUTHWEST OF PIERZ, 1.25 MILES WEST OF SOUTH JUNCTION OF TRU
 AH8248'NK HIGHWAY 25 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT 146.
 AH8248'8, 74.0 FEET NORTH OF TRUNK HIGHWAY 27, 24.0 FEET WEST OF ENTRANCE, 7.
 AH8248'0 FEET WEST OF FENCE CORNER, 1.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8249 ***********************************************************************
 AH8249  DESIGNATION -  4905 C
 AH8249  PID         -  AH8249
 AH8249  STATE/COUNTY-  MN/MORRISON
 AH8249  COUNTRY     -  US
 AH8249  USGS QUAD   -  PIERZ LAKE (1978)
 AH8249
 AH8249                         *CURRENT SURVEY CONTROL
 AH8249  ______________________________________________________________________
 AH8249* NAD 83(2007) POSITION- 45 58 12.27167(N) 094 09 20.62211(W)   ADJUSTED  
 AH8249* NAD 83(2007) ELLIP HT-   322.845 (meters)        (08/05/10)   ADJUSTED
 AH8249* NAD 83(2007) EPOCH   -  2002.00
 AH8249* NAVD 88 ORTHO HEIGHT -   349.611  (meters)    1147.02  (feet) ADJUSTED  
 AH8249  ______________________________________________________________________
 AH8249  NAD 83(2007) X  -   -321,823.854 (meters)                     COMP
 AH8249  NAD 83(2007) Y  - -4,429,260.272 (meters)                     COMP
 AH8249  NAD 83(2007) Z  -  4,563,168.501 (meters)                     COMP
 AH8249  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC09
 AH8249  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 AH8249  DYNAMIC HEIGHT  -        349.618 (meters)     1147.04  (feet) COMP
 AH8249  MODELED GRAVITY -    980,624.3   (mgal)                       NAVD 88
 AH8249
 AH8249  HORZ ORDER      -  FIRST
 AH8249  VERT ORDER      -  SECOND    CLASS I
 AH8249  ELLP ORDER      -  THIRD     CLASS II
 AH8249
 AH8249.The horizontal coordinates were established by GPS observations
 AH8249.and adjusted by the National Geodetic Survey in August 2010.
 AH8249
 AH8249.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8249.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8249
 AH8249.The horizontal coordinates are valid at the epoch date displayed above
 AH8249.which is a decimal equivalence of Year/Month/Day.
 AH8249
 AH8249.The orthometric height was determined by differential leveling and
 AH8249.adjusted in August 2004.
 AH8249
 AH8249.Photographs are available for this station.
 AH8249
 AH8249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8249
 AH8249.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8249
 AH8249.The ellipsoidal height was determined by GPS observations
 AH8249.and is referenced to NAD 83.
 AH8249
 AH8249.The dynamic height is computed by dividing the NAVD 88
 AH8249.geopotential number by the normal gravity value computed on the
 AH8249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8249.degrees latitude (g = 980.6199 gals.).
 AH8249
 AH8249.The modeled gravity was interpolated from observed gravity values.
 AH8249
 AH8249. The following values were computed from the NAD 83(2007) position.
 AH8249
 AH8249;                    North         East     Units Scale Factor Converg.
 AH8249;SPC MN C     -   207,824.372   807,306.104   MT  0.99994219   +0 04 05.5
 AH8249;SPC MN C     -   681,837.13  2,648,636.78   sFT  0.99994219   +0 04 05.5
 AH8249;UTM  15      - 5,091,371.999   410,461.244   MT  0.99969856   -0 49 51.6
 AH8249
 AH8249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8249!SPC MN C     -   0.99994939  x   0.99994219  =   0.99989158
 AH8249!UTM  15      -   0.99994939  x   0.99969856  =   0.99964797
 AH8249
 AH8249                          SUPERSEDED SURVEY CONTROL
 AH8249
 AH8249  NAD 83(1996)-  45 58 12.27133(N)    094 09 20.62159(W) AD(       ) 1
 AH8249  ELLIP H (01/20/06)  322.885  (m)                       GP(       ) 3 2
 AH8249  NAVD 88 (01/20/06)  349.61   (m)         1147.0    (f) LEVELING    3  
 AH8249
 AH8249.Superseded values are not recommended for survey control.
 AH8249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8249.See file dsdata.txt to determine how the superseded data were derived.
 AH8249
 AH8249_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1046191371(NAD 83)
 AH8249
 AH8249_MARKER: DV = VERTICAL CONTROL DISK
 AH8249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8249_STAMPING: 4905 C 1993
 AH8249_MARK LOGO: MNDT  
 AH8249_PROJECTION: PROJECTING 5 CENTIMETERS
 AH8249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8249+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8249_ROD/PIPE-DEPTH:  7.6 meters
 AH8249
 AH8249  HISTORY     - Date     Condition        Report By
 AH8249  HISTORY     - 1993     MONUMENTED       MNDT
 AH8249  HISTORY     - 20050615 GOOD             MNDT
 AH8249
 AH8249                          STATION DESCRIPTION
 AH8249
 AH8249'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8249'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SW OF PIERZ, 2.35 MI (3.78
 AH8249'KM) WEST OF THE SOUTH JCT OF TH 25 AND TH 27, 68.0 FT (20.7 M) SOUTH
 AH8249'OF TH 27 AT TH 27 MP 145.7, 43.5 FT (13.3 M) WEST OF AN ENT, 39.7 FT
 AH8249'(12.1 M) WNW OF A FENCE COR, 8.0 FT (2.4 M) NORTH OF A FENCE LINE, AND
 AH8249'2.0 FT (0.6 M) SOUTH OF A WIT POST.
 AH8249
 AH8249                          STATION RECOVERY (2005)
 AH8249
 AH8249'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8249'2.5 MILES SOUTHWEST OF PIERZ, 2.35 MILES WEST OF SOUTH JUNCTION OF TRU
 AH8249'NK HIGHWAY 25 AND TRUNK HIGHWAY 27,  AT TRUNK HIGHWAY 27 MILEPOINT 145
 AH8249'.7, 68.0 FEET SOUTH OF TRUNK HIGHWAY 27, 43.5 FEET WEST OF ENTRANCE, 3
 AH8249'9.7 FEET WEST-NORTHWEST OF FENCE POST, 2.0 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8250 ***********************************************************************
 AH8250  DESIGNATION -  4905 D
 AH8250  PID         -  AH8250
 AH8250  STATE/COUNTY-  MN/MORRISON
 AH8250  COUNTRY     -  US
 AH8250  USGS QUAD   -  PIERZ LAKE (1978)
 AH8250
 AH8250                         *CURRENT SURVEY CONTROL
 AH8250  ______________________________________________________________________
 AH8250* NAD 83(1986) POSITION- 45 58 14.4    (N) 094 10 14.5    (W)   HD_HELD2  
 AH8250* NAVD 88 ORTHO HEIGHT -   341.481  (meters)    1120.34  (feet) ADJUSTED  
 AH8250  ______________________________________________________________________
 AH8250  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 AH8250  DYNAMIC HEIGHT  -        341.488 (meters)     1120.37  (feet) COMP
 AH8250  MODELED GRAVITY -    980,625.6   (mgal)                       NAVD 88
 AH8250
 AH8250  VERT ORDER      -  SECOND    CLASS I
 AH8250
 AH8250.The horizontal coordinates were established by autonomous hand held GPS
 AH8250.observations and have an estimated accuracy of +/- 10 meters.
 AH8250.
 AH8250.The orthometric height was determined by differential leveling and
 AH8250.adjusted in August 2004.
 AH8250
 AH8250.Photographs are available for this station.
 AH8250
 AH8250.The dynamic height is computed by dividing the NAVD 88
 AH8250.geopotential number by the normal gravity value computed on the
 AH8250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8250.degrees latitude (g = 980.6199 gals.).
 AH8250
 AH8250.The modeled gravity was interpolated from observed gravity values.
 AH8250
 AH8250;                    North         East    Units  Estimated Accuracy
 AH8250;SPC MN C     -   207,889.      806,146.      MT  (+/- 10 meters HH2 GPS)
 AH8250
 AH8250                          SUPERSEDED SURVEY CONTROL
 AH8250
 AH8250.No superseded survey control is available for this station.
 AH8250
 AH8250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0930291454(NAD 83)
 AH8250
 AH8250_MARKER: DV = VERTICAL CONTROL DISK
 AH8250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH8250_SP_SET: SIDEWALK
 AH8250_STAMPING: 4905 D 1993
 AH8250_MARK LOGO: MNDT  
 AH8250_PROJECTION: FLUSH
 AH8250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8250+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8250
 AH8250  HISTORY     - Date     Condition        Report By
 AH8250  HISTORY     - 1993     MONUMENTED       MNDT
 AH8250  HISTORY     - 20050615 GOOD             MNDT
 AH8250
 AH8250                          STATION DESCRIPTION
 AH8250
 AH8250'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8250'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) WSW OF PIERZ IN THE RAILING
 AH8250'OF THE SE COR OF TH 27 BRDG NO 5878 OVER THE PLATTE RIVER, 3.1 MI (5.0
 AH8250'KM) WEST OF THE SOUTH JCT OF TH 25 AND TH 27, 14.0 FT (4.3 M) SOUTH OF
 AH8250'TH 27 AT TH 27 MP 144.95, AND 3.1 FT (0.9 M) WEST OF THE EAST END OF
 AH8250'THE BRDG OVER THE PLATTE RIVER.
 AH8250
 AH8250                          STATION RECOVERY (2005)
 AH8250
 AH8250'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8250'3.5 MILES WEST-SOUTHWEST OF PIERZ, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8250'144.95, IN RAILING AT SOUTHEAST CORNER OF TRUNK HIGHWAY 27 BRIDGE 5878
 AH8250'OVER PLATTE RIVER, 3.1 MILES WEST OF SOUTH JUNCTION OF TRUNK HIGHWAY
 AH8250'25 AND TRUNK HIGHWAY 27, 14.0 FEET SOUTH OF TRUNK HIGHWAY 27, 3.1 FEET
 AH8250'WEST OF EAST END OF BRIDGE OVER PLATTE RIVER
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8251 ***********************************************************************
 AH8251  DESIGNATION -  4905 E
 AH8251  PID         -  AH8251
 AH8251  STATE/COUNTY-  MN/MORRISON
 AH8251  COUNTRY     -  US
 AH8251  USGS QUAD   -  PIERZ LAKE (1978)
 AH8251
 AH8251                         *CURRENT SURVEY CONTROL
 AH8251  ______________________________________________________________________
 AH8251* NAD 83(2007) POSITION- 45 58 11.83578(N) 094 11 21.90219(W)   ADJUSTED  
 AH8251* NAD 83(2007) ELLIP HT-   317.456 (meters)        (08/05/10)   ADJUSTED
 AH8251* NAD 83(2007) EPOCH   -  2002.00
 AH8251* NAVD 88 ORTHO HEIGHT -   344.183  (meters)    1129.21  (feet) ADJUSTED  
 AH8251  ______________________________________________________________________
 AH8251  NAD 83(2007) X  -   -324,428.559 (meters)                     COMP
 AH8251  NAD 83(2007) Y  - -4,429,076.195 (meters)                     COMP
 AH8251  NAD 83(2007) Z  -  4,563,155.272 (meters)                     COMP
 AH8251  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC09
 AH8251  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 AH8251  DYNAMIC HEIGHT  -        344.191 (meters)     1129.23  (feet) COMP
 AH8251  MODELED GRAVITY -    980,627.1   (mgal)                       NAVD 88
 AH8251
 AH8251  HORZ ORDER      -  FIRST
 AH8251  VERT ORDER      -  SECOND    CLASS I
 AH8251  ELLP ORDER      -  THIRD     CLASS II
 AH8251
 AH8251.The horizontal coordinates were established by GPS observations
 AH8251.and adjusted by the National Geodetic Survey in August 2010.
 AH8251
 AH8251.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8251.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8251
 AH8251.The horizontal coordinates are valid at the epoch date displayed above
 AH8251.which is a decimal equivalence of Year/Month/Day.
 AH8251
 AH8251.The orthometric height was determined by differential leveling and
 AH8251.adjusted in August 2004.
 AH8251
 AH8251.Photographs are available for this station.
 AH8251
 AH8251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8251
 AH8251.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8251
 AH8251.The ellipsoidal height was determined by GPS observations
 AH8251.and is referenced to NAD 83.
 AH8251
 AH8251.The dynamic height is computed by dividing the NAVD 88
 AH8251.geopotential number by the normal gravity value computed on the
 AH8251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8251.degrees latitude (g = 980.6199 gals.).
 AH8251
 AH8251.The modeled gravity was interpolated from observed gravity values.
 AH8251
 AH8251. The following values were computed from the NAD 83(2007) position.
 AH8251
 AH8251;                    North         East     Units Scale Factor Converg.
 AH8251;SPC MN C     -   207,808.363   804,695.205   MT  0.99994220   +0 02 37.8
 AH8251;SPC MN C     -   681,784.60  2,640,070.85   sFT  0.99994220   +0 02 37.8
 AH8251;UTM  15      - 5,091,396.955   407,851.045   MT  0.99970439   -0 51 18.8
 AH8251
 AH8251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8251!SPC MN C     -   0.99995024  x   0.99994220  =   0.99989244
 AH8251!UTM  15      -   0.99995024  x   0.99970439  =   0.99965464
 AH8251
 AH8251                          SUPERSEDED SURVEY CONTROL
 AH8251
 AH8251  NAD 83(1996)-  45 58 11.83560(N)    094 11 21.90162(W) AD(       ) 1
 AH8251  ELLIP H (01/20/06)  317.491  (m)                       GP(       ) 3 2
 AH8251  NAVD 88 (01/20/06)  344.19   (m)         1129.2    (f) LEVELING    3  
 AH8251
 AH8251.Superseded values are not recommended for survey control.
 AH8251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8251.See file dsdata.txt to determine how the superseded data were derived.
 AH8251
 AH8251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0785191396(NAD 83)
 AH8251
 AH8251_MARKER: DV = VERTICAL CONTROL DISK
 AH8251_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8251_STAMPING: 4905 E 1993
 AH8251_MARK LOGO: MNDT  
 AH8251_PROJECTION: FLUSH
 AH8251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8251+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8251_ROD/PIPE-DEPTH: 11.9 meters
 AH8251
 AH8251  HISTORY     - Date     Condition        Report By
 AH8251  HISTORY     - 1993     MONUMENTED       MNDT
 AH8251  HISTORY     - 20050615 GOOD             MNDT
 AH8251
 AH8251                          STATION DESCRIPTION
 AH8251
 AH8251'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8251'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) WSW OF PIERZ, 4.0 MI (6.4
 AH8251'KM) WEST OF THE SOUTH JCT OF TH 25 AND TH 27, 76.0 FT (23.2 M) SOUTH
 AH8251'OF TH 27 AT TH 27 MP 144.1, 9.0 FT (2.7 M) WEST OF AN ENT, 1.6 FT (0.5
 AH8251'M) EAST OF A L-POLE, 29.3 FT (8.9 M) WNW OF A P-POLE, AND 1.0 FT (0.3
 AH8251'M) NORTH OF A WIT POST.
 AH8251
 AH8251                          STATION RECOVERY (2005)
 AH8251
 AH8251'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8251'4.5 MILES WEST-SOUTHWEST OF PIERZ, 4.0 MILES WEST OF SOUTH JUNCTION OF
 AH8251'TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8251'144.1, 76.0 FEET SOUTH OF TRUNK HIGHWAY 27, 9.0 FEET WEST OF ENTRANCE,
 AH8251'1.6 FEET EAST OF LIGHT POLE, 29.3 FEET WEST-NORTHWEST OF POWER POLE,
 AH8251'1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8252 ***********************************************************************
 AH8252  DESIGNATION -  4905 F
 AH8252  PID         -  AH8252
 AH8252  STATE/COUNTY-  MN/MORRISON
 AH8252  COUNTRY     -  US
 AH8252  USGS QUAD   -  PIERZ LAKE (1978)
 AH8252
 AH8252                         *CURRENT SURVEY CONTROL
 AH8252  ______________________________________________________________________
 AH8252* NAD 83(2007) POSITION- 45 58 11.72987(N) 094 12 29.44845(W)   ADJUSTED  
 AH8252* NAD 83(2007) ELLIP HT-   315.421 (meters)        (08/05/10)   ADJUSTED
 AH8252* NAD 83(2007) EPOCH   -  2002.00
 AH8252* NAVD 88 ORTHO HEIGHT -   342.144  (meters)    1122.52  (feet) ADJUSTED  
 AH8252  ______________________________________________________________________
 AH8252  NAD 83(2007) X  -   -325,879.015 (meters)                     COMP
 AH8252  NAD 83(2007) Y  - -4,428,970.650 (meters)                     COMP
 AH8252  NAD 83(2007) Z  -  4,563,151.536 (meters)                     COMP
 AH8252  LAPLACE CORR    -         -2.51  (seconds)                    DEFLEC09
 AH8252  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 AH8252  DYNAMIC HEIGHT  -        342.152 (meters)     1122.54  (feet) COMP
 AH8252  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 AH8252
 AH8252  HORZ ORDER      -  FIRST
 AH8252  VERT ORDER      -  SECOND    CLASS I
 AH8252  ELLP ORDER      -  THIRD     CLASS II
 AH8252
 AH8252.The horizontal coordinates were established by GPS observations
 AH8252.and adjusted by the National Geodetic Survey in August 2010.
 AH8252
 AH8252.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8252.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8252
 AH8252.The horizontal coordinates are valid at the epoch date displayed above
 AH8252.which is a decimal equivalence of Year/Month/Day.
 AH8252
 AH8252.The orthometric height was determined by differential leveling and
 AH8252.adjusted in August 2004.
 AH8252
 AH8252.Photographs are available for this station.
 AH8252
 AH8252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8252
 AH8252.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8252
 AH8252.The ellipsoidal height was determined by GPS observations
 AH8252.and is referenced to NAD 83.
 AH8252
 AH8252.The dynamic height is computed by dividing the NAVD 88
 AH8252.geopotential number by the normal gravity value computed on the
 AH8252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8252.degrees latitude (g = 980.6199 gals.).
 AH8252
 AH8252.The modeled gravity was interpolated from observed gravity values.
 AH8252
 AH8252. The following values were computed from the NAD 83(2007) position.
 AH8252
 AH8252;                    North         East     Units Scale Factor Converg.
 AH8252;SPC MN C     -   207,804.153   803,241.073   MT  0.99994220   +0 01 48.9
 AH8252;SPC MN C     -   681,770.79  2,635,300.09   sFT  0.99994220   +0 01 48.9
 AH8252;UTM  15      - 5,091,415.557   406,397.369   MT  0.99970771   -0 52 07.4
 AH8252
 AH8252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8252!SPC MN C     -   0.99995055  x   0.99994220  =   0.99989276
 AH8252!UTM  15      -   0.99995055  x   0.99970771  =   0.99965828
 AH8252
 AH8252                          SUPERSEDED SURVEY CONTROL
 AH8252
 AH8252  NAD 83(1996)-  45 58 11.72976(N)    094 12 29.44779(W) AD(       ) 1
 AH8252  ELLIP H (01/20/06)  315.458  (m)                       GP(       ) 3 2
 AH8252  NAVD 88 (01/20/06)  342.15   (m)         1122.5    (f) LEVELING    3  
 AH8252
 AH8252.Superseded values are not recommended for survey control.
 AH8252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8252.See file dsdata.txt to determine how the superseded data were derived.
 AH8252
 AH8252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0639791415(NAD 83)
 AH8252
 AH8252_MARKER: DV = VERTICAL CONTROL DISK
 AH8252_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8252_STAMPING: 4905 F 1993
 AH8252_MARK LOGO: MNDT  
 AH8252_PROJECTION: RECESSED 3 CENTIMETERS
 AH8252_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8252+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8252_ROD/PIPE-DEPTH:  8.8 meters
 AH8252
 AH8252  HISTORY     - Date     Condition        Report By
 AH8252  HISTORY     - 1993     MONUMENTED       MNDT
 AH8252  HISTORY     - 20050615 GOOD             MNDT
 AH8252
 AH8252                          STATION DESCRIPTION
 AH8252
 AH8252'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8252'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) WSW OF PIERZ, 4.85 MI (7.81
 AH8252'KM) WEST OF THE SOUTH JCT OF TH 25 AND TH 27, 116.0 FT (35.4 M) SOUTH
 AH8252'OF TH 27 AT TH 27 MP 143.2, 56.7 FT (17.3 M) SE OF A P-POLE, 1.5 FT
 AH8252'(0.5 M) NORTH OF A FENCE COR, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AH8252
 AH8252                          STATION RECOVERY (2005)
 AH8252
 AH8252'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8252'5.5 MILES WEST-SOUTHWEST OF PIERZ, 4.85 MILES WEST OF SOUTH JUNCTION O
 AH8252'F TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27,  AT TRUNK HIGHWAY 27 MILEPOIN
 AH8252'T 143.2, 116.0 FEET SOUTH OF TRUNK HIGHWAY 27, 56.7 FEET SOUTHEAST OF
 AH8252'POWER POLE, 1.5 FEET NORTH OF FENCE CORNER, 1.0 FEET NORTH OF WITNESS
 AH8252'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8253 ***********************************************************************
 AH8253  DESIGNATION -  4905 G
 AH8253  PID         -  AH8253
 AH8253  STATE/COUNTY-  MN/MORRISON
 AH8253  COUNTRY     -  US
 AH8253  USGS QUAD   -  PIERZ LAKE (1978)
 AH8253
 AH8253                         *CURRENT SURVEY CONTROL
 AH8253  ______________________________________________________________________
 AH8253* NAD 83(1986) POSITION- 45 58 12.4    (N) 094 13 51.9    (W)   HD_HELD2  
 AH8253* NAVD 88 ORTHO HEIGHT -   341.457  (meters)    1120.26  (feet) ADJUSTED  
 AH8253  ______________________________________________________________________
 AH8253  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 AH8253  DYNAMIC HEIGHT  -        341.466 (meters)     1120.29  (feet) COMP
 AH8253  MODELED GRAVITY -    980,629.5   (mgal)                       NAVD 88
 AH8253
 AH8253  VERT ORDER      -  SECOND    CLASS I
 AH8253
 AH8253.The horizontal coordinates were established by autonomous hand held GPS
 AH8253.observations and have an estimated accuracy of +/- 10 meters.
 AH8253.
 AH8253.The orthometric height was determined by differential leveling and
 AH8253.adjusted in August 2004.
 AH8253
 AH8253.Photographs are available for this station.
 AH8253
 AH8253.The dynamic height is computed by dividing the NAVD 88
 AH8253.geopotential number by the normal gravity value computed on the
 AH8253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8253.degrees latitude (g = 980.6199 gals.).
 AH8253
 AH8253.The modeled gravity was interpolated from observed gravity values.
 AH8253
 AH8253;                    North         East    Units  Estimated Accuracy
 AH8253;SPC MN C     -   207,824.      801,466.      MT  (+/- 10 meters HH2 GPS)
 AH8253
 AH8253                          SUPERSEDED SURVEY CONTROL
 AH8253
 AH8253.No superseded survey control is available for this station.
 AH8253
 AH8253_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0462391463(NAD 83)
 AH8253
 AH8253_MARKER: DV = VERTICAL CONTROL DISK
 AH8253_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8253_STAMPING: 4905 G 1993
 AH8253_MARK LOGO: MNDT  
 AH8253_PROJECTION: FLUSH
 AH8253_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8253+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8253_ROD/PIPE-DEPTH: 15.2 meters
 AH8253
 AH8253  HISTORY     - Date     Condition        Report By
 AH8253  HISTORY     - 1993     MONUMENTED       MNDT
 AH8253  HISTORY     - 20050615 GOOD             MNDT
 AH8253
 AH8253                          STATION DESCRIPTION
 AH8253
 AH8253'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8253'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) WSW OF PIERZ, 6.0 MI (9.7
 AH8253'KM) WEST OF THE SOUTH JCT OF TH 25 AND TH 27, 111.0 FT (33.8 M) SOUTH
 AH8253'OF TH 27 AT TH 27 MP 142.1, 13.0 FT (4.0 M) EAST OF AN ENT, 68.0 FT
 AH8253'(20.7 M) SE OF A P-POLE, 2.3 FT (0.7 M) EAST OF A GATE POST, AND 2.0
 AH8253'FT (0.6 M) WEST OF A WIT POST.
 AH8253
 AH8253                          STATION RECOVERY (2005)
 AH8253
 AH8253'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8253'6.5 MILES WEST-SOUTHWEST OF PIERZ, 6.0 MILES WEST OF SOUTH JUNCTION OF
 AH8253'TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8253'142.1, 111.0 FEET SOUTH OF TRUNK HIGHWAY 27, 13.0 FEET EAST OF
 AH8253'ENTRANCE, 68.0 FEET SOUTHEAST OF POWER POLE, 2.3 FEET EAST OF GATE
 AH8253'POST, 2.0 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8254 ***********************************************************************
 AH8254  DESIGNATION -  4905 H
 AH8254  PID         -  AH8254
 AH8254  STATE/COUNTY-  MN/MORRISON
 AH8254  COUNTRY     -  US
 AH8254  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8254
 AH8254                         *CURRENT SURVEY CONTROL
 AH8254  ______________________________________________________________________
 AH8254* NAD 83(2007) POSITION- 45 58 12.61405(N) 094 15 01.09177(W)   ADJUSTED  
 AH8254* NAD 83(2007) ELLIP HT-   316.377 (meters)        (08/05/10)   ADJUSTED
 AH8254* NAD 83(2007) EPOCH   -  2002.00
 AH8254* NAVD 88 ORTHO HEIGHT -   343.066  (meters)    1125.54  (feet) ADJUSTED  
 AH8254  ______________________________________________________________________
 AH8254  NAD 83(2007) X  -   -329,133.645 (meters)                     COMP
 AH8254  NAD 83(2007) Y  - -4,428,710.959 (meters)                     COMP
 AH8254  NAD 83(2007) Z  -  4,563,171.198 (meters)                     COMP
 AH8254  LAPLACE CORR    -         -2.54  (seconds)                    DEFLEC09
 AH8254  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 AH8254  DYNAMIC HEIGHT  -        343.075 (meters)     1125.57  (feet) COMP
 AH8254  MODELED GRAVITY -    980,630.2   (mgal)                       NAVD 88
 AH8254
 AH8254  HORZ ORDER      -  FIRST
 AH8254  VERT ORDER      -  SECOND    CLASS I
 AH8254  ELLP ORDER      -  THIRD     CLASS II
 AH8254
 AH8254.The horizontal coordinates were established by GPS observations
 AH8254.and adjusted by the National Geodetic Survey in August 2010.
 AH8254
 AH8254.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8254.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8254
 AH8254.The horizontal coordinates are valid at the epoch date displayed above
 AH8254.which is a decimal equivalence of Year/Month/Day.
 AH8254
 AH8254.The orthometric height was determined by differential leveling and
 AH8254.adjusted in August 2004.
 AH8254
 AH8254.Photographs are available for this station.
 AH8254
 AH8254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8254
 AH8254.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8254
 AH8254.The ellipsoidal height was determined by GPS observations
 AH8254.and is referenced to NAD 83.
 AH8254
 AH8254.The dynamic height is computed by dividing the NAVD 88
 AH8254.geopotential number by the normal gravity value computed on the
 AH8254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8254.degrees latitude (g = 980.6199 gals.).
 AH8254
 AH8254.The modeled gravity was interpolated from observed gravity values.
 AH8254
 AH8254. The following values were computed from the NAD 83(2007) position.
 AH8254
 AH8254;                    North         East     Units Scale Factor Converg.
 AH8254;SPC MN C     -   207,830.595   799,976.496   MT  0.99994217   -0 00 00.8
 AH8254;SPC MN C     -   681,857.54  2,624,589.55   sFT  0.99994217   -0 00 00.8
 AH8254;UTM  15      - 5,091,493.191   403,134.362   MT  0.99971535   -0 53 56.4
 AH8254
 AH8254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8254!SPC MN C     -   0.99995040  x   0.99994217  =   0.99989258
 AH8254!UTM  15      -   0.99995040  x   0.99971535  =   0.99966577
 AH8254
 AH8254|---------------------------------------------------------------------|
 AH8254| PID    Reference Object                     Distance      Geod. Az  |
 AH8254|                                                           dddmmss.s |
 AH8254| AB5688 FALLS 2 AZ MK                       171.184 METERS 07050     |
 AH8254|---------------------------------------------------------------------|
 AH8254
 AH8254                          SUPERSEDED SURVEY CONTROL
 AH8254
 AH8254  NAD 83(1996)-  45 58 12.61397(N)    094 15 01.09106(W) AD(       ) 1
 AH8254  ELLIP H (01/20/06)  316.415  (m)                       GP(       ) 3 2
 AH8254  NAVD 88 (01/20/06)  343.07   (m)         1125.6    (f) LEVELING    3  
 AH8254
 AH8254.Superseded values are not recommended for survey control.
 AH8254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8254.See file dsdata.txt to determine how the superseded data were derived.
 AH8254
 AH8254_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0313491493(NAD 83)
 AH8254
 AH8254_MARKER: DV = VERTICAL CONTROL DISK
 AH8254_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8254_STAMPING: 4905 H 1993
 AH8254_MARK LOGO: MNDT  
 AH8254_PROJECTION: RECESSED 8 CENTIMETERS
 AH8254_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8254+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 AH8254_ROD/PIPE-DEPTH: 15.2 meters
 AH8254
 AH8254  HISTORY     - Date     Condition        Report By
 AH8254  HISTORY     - 1993     MONUMENTED       MNDT
 AH8254  HISTORY     - 20050613 GOOD             MNDT
 AH8254
 AH8254                          STATION DESCRIPTION
 AH8254
 AH8254'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8254'THE MARK IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF LITTLE FALLS, 4.5 MI
 AH8254'(7.2 KM) EAST OF THE JCT OF TH 10 AND TH 27, 80.0 FT (24.4 M) SOUTH OF
 AH8254'TH 27 AT TH 27 MP 141.2, 56.5 FT (17.2 M) EAST OF A GRAVEL RD, 2.4 FT
 AH8254'(0.7 M) EAST OF A P-POLE, 30.2 FT (9.2 M) NE OF THE NW COR OF A
 AH8254'CYCLONE FENCE AROUND A SUB STATION, AND 1.0 FT (0.3 M) EAST OF A WIT
 AH8254'POST.
 AH8254
 AH8254                          STATION RECOVERY (2005)
 AH8254
 AH8254'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8254'5.0 MILES EAST OF LITTLE FALLS, 4.5 MILES EAST OF JUNCTION OF TRUNK HI
 AH8254'GHWAY 10 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT 141.2, 80
 AH8254'.0 FEET SOUTH OF TRUNK HIGHWAY 27, 56.5 FEET EAST OF GRAVEL ROAD, 2.4
 AH8254'FEET EAST OF POWER POLE, 30.2 FEET NORTHEAST OF NORTHWEST CORNER OF CY
 AH8254'CLONE FENCE AROUND SUB-STATION, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8255 ***********************************************************************
 AH8255  DESIGNATION -  4905 J
 AH8255  PID         -  AH8255
 AH8255  STATE/COUNTY-  MN/MORRISON
 AH8255  COUNTRY     -  US
 AH8255  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8255
 AH8255                         *CURRENT SURVEY CONTROL
 AH8255  ______________________________________________________________________
 AH8255* NAD 83(2007) POSITION- 45 58 11.21573(N) 094 16 12.64905(W)   ADJUSTED  
 AH8255* NAD 83(2007) ELLIP HT-   331.756 (meters)        (08/05/10)   ADJUSTED
 AH8255* NAD 83(2007) EPOCH   -  2002.00
 AH8255* NAVD 88 ORTHO HEIGHT -   358.419  (meters)    1175.91  (feet) ADJUSTED  
 AH8255  ______________________________________________________________________
 AH8255  NAD 83(2007) X  -   -330,673.139 (meters)                     COMP
 AH8255  NAD 83(2007) Y  - -4,428,638.125 (meters)                     COMP
 AH8255  NAD 83(2007) Z  -  4,563,152.247 (meters)                     COMP
 AH8255  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC09
 AH8255  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 AH8255  DYNAMIC HEIGHT  -        358.429 (meters)     1175.95  (feet) COMP
 AH8255  MODELED GRAVITY -    980,630.6   (mgal)                       NAVD 88
 AH8255
 AH8255  HORZ ORDER      -  FIRST
 AH8255  VERT ORDER      -  SECOND    CLASS I
 AH8255  ELLP ORDER      -  THIRD     CLASS II
 AH8255
 AH8255.The horizontal coordinates were established by GPS observations
 AH8255.and adjusted by the National Geodetic Survey in August 2010.
 AH8255
 AH8255.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8255.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8255
 AH8255.The horizontal coordinates are valid at the epoch date displayed above
 AH8255.which is a decimal equivalence of Year/Month/Day.
 AH8255
 AH8255.The orthometric height was determined by differential leveling and
 AH8255.adjusted in August 2004.
 AH8255
 AH8255.Photographs are available for this station.
 AH8255
 AH8255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8255
 AH8255.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8255
 AH8255.The ellipsoidal height was determined by GPS observations
 AH8255.and is referenced to NAD 83.
 AH8255
 AH8255.The dynamic height is computed by dividing the NAVD 88
 AH8255.geopotential number by the normal gravity value computed on the
 AH8255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8255.degrees latitude (g = 980.6199 gals.).
 AH8255
 AH8255.The modeled gravity was interpolated from observed gravity values.
 AH8255
 AH8255. The following values were computed from the NAD 83(2007) position.
 AH8255
 AH8255;                    North         East     Units Scale Factor Converg.
 AH8255;SPC MN C     -   207,787.623   798,436.008   MT  0.99994222   -0 00 52.6
 AH8255;SPC MN C     -   681,716.56  2,619,535.47   sFT  0.99994222   -0 00 52.6
 AH8255;UTM  15      - 5,091,474.392   401,593.735   MT  0.99971905   -0 54 47.9
 AH8255
 AH8255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8255!SPC MN C     -   0.99994799  x   0.99994222  =   0.99989022
 AH8255!UTM  15      -   0.99994799  x   0.99971905  =   0.99966706
 AH8255
 AH8255                          SUPERSEDED SURVEY CONTROL
 AH8255
 AH8255  NAD 83(1996)-  45 58 11.21562(N)    094 16 12.64834(W) AD(       ) 1
 AH8255  ELLIP H (01/20/06)  331.797  (m)                       GP(       ) 3 2
 AH8255  NAVD 88 (01/20/06)  358.42   (m)         1175.9    (f) LEVELING    3  
 AH8255
 AH8255.Superseded values are not recommended for survey control.
 AH8255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8255.See file dsdata.txt to determine how the superseded data were derived.
 AH8255
 AH8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL0159391474(NAD 83)
 AH8255
 AH8255_MARKER: DV = VERTICAL CONTROL DISK
 AH8255_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8255_STAMPING: 4905 J 1993
 AH8255_MARK LOGO: MNDT  
 AH8255_PROJECTION: RECESSED 5 CENTIMETERS
 AH8255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8255+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 AH8255_ROD/PIPE-DEPTH:  9.1 meters
 AH8255
 AH8255  HISTORY     - Date     Condition        Report By
 AH8255  HISTORY     - 1993     MONUMENTED       MNDT
 AH8255  HISTORY     - 20050613 GOOD             MNDT
 AH8255
 AH8255                          STATION DESCRIPTION
 AH8255
 AH8255'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8255'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST OF LITTLE FALLS, 3.5 MI
 AH8255'(5.6 KM) EAST OF THE JCT OF TH 10 AND TH 27, 81.5 FT (24.8 M) SOUTH OF
 AH8255'TH 27 AT TH 27 MP 140.2, 38.0 FT (11.6 M) EAST OF AN ENT, 1.5 FT (0.5
 AH8255'M) WEST OF A P-POLE, AND 1.5 FT (0.5 M) SW OF A WIT POST.
 AH8255
 AH8255                          STATION RECOVERY (2005)
 AH8255
 AH8255'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8255'4.0 MILES EAST OF LITTLE FALLS, 3.5 MILES EAST OF JUNCTION OF TRUNK HI
 AH8255'GHWAY 10 AND TRUNK HIGHWAY 27,  AT TRUNK HIGHWAY 27 MILEPOINT 140.2, 8
 AH8255'1.5 FEET SOUTH OF TRUNK HIGHWAY 27, 38.0 FEET EAST OF ENTRANCE, 1.5 FE
 AH8255'ET WEST OF POWER POLE, 1.5 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8256 ***********************************************************************
 AH8256  DESIGNATION -  4905 K
 AH8256  PID         -  AH8256
 AH8256  STATE/COUNTY-  MN/MORRISON
 AH8256  COUNTRY     -  US
 AH8256  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8256
 AH8256                         *CURRENT SURVEY CONTROL
 AH8256  ______________________________________________________________________
 AH8256* NAD 83(1986) POSITION- 45 58 09.     (N) 094 17 22.     (W)   SCALED    
 AH8256* NAVD 88 ORTHO HEIGHT -   376.730  (meters)    1235.99  (feet) ADJUSTED  
 AH8256  ______________________________________________________________________
 AH8256  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 AH8256  DYNAMIC HEIGHT  -        376.740 (meters)     1236.02  (feet) COMP
 AH8256  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 AH8256
 AH8256  VERT ORDER      -  SECOND    CLASS I
 AH8256
 AH8256.The horizontal coordinates were scaled from a topographic map and have
 AH8256.an estimated accuracy of +/- 6 seconds.
 AH8256.
 AH8256.The orthometric height was determined by differential leveling and
 AH8256.adjusted in August 2004.
 AH8256
 AH8256.The dynamic height is computed by dividing the NAVD 88
 AH8256.geopotential number by the normal gravity value computed on the
 AH8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8256.degrees latitude (g = 980.6199 gals.).
 AH8256
 AH8256.The modeled gravity was interpolated from observed gravity values.
 AH8256
 AH8256;                    North         East    Units  Estimated Accuracy
 AH8256;SPC MN C     -   207,720.      796,940.      MT  (+/- 180 meters Scaled)
 AH8256
 AH8256                          SUPERSEDED SURVEY CONTROL
 AH8256
 AH8256.No superseded survey control is available for this station.
 AH8256
 AH8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL001914(NAD 83)
 AH8256
 AH8256_MARKER: DV = VERTICAL CONTROL DISK
 AH8256_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8256_STAMPING: 4905 K 1993
 AH8256_MARK LOGO: MNDT  
 AH8256_PROJECTION: RECESSED 3 CENTIMETERS
 AH8256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8256+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AH8256_ROD/PIPE-DEPTH:  9.1 meters
 AH8256
 AH8256  HISTORY     - Date     Condition        Report By
 AH8256  HISTORY     - 1993     MONUMENTED       MNDT
 AH8256  HISTORY     - 20050613 MARK NOT FOUND   MNDT
 AH8256
 AH8256                          STATION DESCRIPTION
 AH8256
 AH8256'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8256'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) EAST OF LITTLE FALLS, 2.45
 AH8256'MI (3.94 KM) EAST OF THE JCT OF TH 10 AND TH 27, 76.0 FT (23.2 M)
 AH8256'SOUTH OF TH 27 AT TH 27 MP 139.2, 93.5 FT (28.5 M) WEST OF AN ENT, 5.2
 AH8256'FT (1.6 M) NE OF A P-POLE, 1.5 FT (0.5 M) EAST OF A FENCE COR, AND 1.0
 AH8256'FT (0.3 M) EAST OF A WIT POST.
 AH8256
 AH8256                          STATION RECOVERY (2005)
 AH8256
 AH8256'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8256'3.0 MILES EAST OF LITTLE FALLS, 2.45 MILES EAST OF JUNCTION OF TRUNK
 AH8256'HIGHWAY 10 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT 139.2,
 AH8256'76.0 FEET SOUTH OF TRUNK HIGHWAY 27, 93.5 FEET WEST OF ENTRANCE, 5.2
 AH8256'FEET NORTHEAST OF POWER POLE, 1.5 FEET EAST OF FENCE CORNER, 1.0 FEET
 AH8256'EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8257 ***********************************************************************
 AH8257  DESIGNATION -  4905 L
 AH8257  PID         -  AH8257
 AH8257  STATE/COUNTY-  MN/MORRISON
 AH8257  COUNTRY     -  US
 AH8257  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8257
 AH8257                         *CURRENT SURVEY CONTROL
 AH8257  ______________________________________________________________________
 AH8257* NAD 83(1986) POSITION- 45 58 07.9    (N) 094 18 27.2    (W)   HD_HELD2  
 AH8257* NAVD 88 ORTHO HEIGHT -   356.388  (meters)    1169.25  (feet) ADJUSTED  
 AH8257  ______________________________________________________________________
 AH8257  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 AH8257  DYNAMIC HEIGHT  -        356.397 (meters)     1169.28  (feet) COMP
 AH8257  MODELED GRAVITY -    980,630.3   (mgal)                       NAVD 88
 AH8257
 AH8257  VERT ORDER      -  SECOND    CLASS I
 AH8257
 AH8257.The horizontal coordinates were established by autonomous hand held GPS
 AH8257.observations and have an estimated accuracy of +/- 10 meters.
 AH8257.
 AH8257.The orthometric height was determined by differential leveling and
 AH8257.adjusted in August 2004.
 AH8257
 AH8257.Photographs are available for this station.
 AH8257
 AH8257.The dynamic height is computed by dividing the NAVD 88
 AH8257.geopotential number by the normal gravity value computed on the
 AH8257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8257.degrees latitude (g = 980.6199 gals.).
 AH8257
 AH8257.The modeled gravity was interpolated from observed gravity values.
 AH8257
 AH8257;                    North         East    Units  Estimated Accuracy
 AH8257;SPC MN C     -   207,687.      795,539.      MT  (+/- 10 meters HH2 GPS)
 AH8257
 AH8257                          SUPERSEDED SURVEY CONTROL
 AH8257
 AH8257.No superseded survey control is available for this station.
 AH8257
 AH8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9869691418(NAD 83)
 AH8257
 AH8257_MARKER: DV = VERTICAL CONTROL DISK
 AH8257_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8257_STAMPING: 4905 L 1993
 AH8257_MARK LOGO: MNDT  
 AH8257_PROJECTION: FLUSH
 AH8257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8257+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 AH8257_ROD/PIPE-DEPTH:  4.6 meters
 AH8257
 AH8257  HISTORY     - Date     Condition        Report By
 AH8257  HISTORY     - 1993     MONUMENTED       MNDT
 AH8257  HISTORY     - 20040921 GOOD             USPSQD
 AH8257  HISTORY     - 20050613 GOOD             MNDT
 AH8257
 AH8257                          STATION DESCRIPTION
 AH8257
 AH8257'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8257'THE MARK IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF LITTLE FALLS, 1.7 MI
 AH8257'(2.7 KM) EAST OF THE JCT OF TH 10 AND TH 27, 79.5 FT (24.2 M) SOUTH OF
 AH8257'TH 27 AT TH 27 MP 138.35, 21.0 FT (6.4 M) EAST OF AN ENT, 1.7 FT (0.5
 AH8257'M) WEST OF A P-POLE, AND 2.0 FT (0.6 M) SW OF A WIT POST.
 AH8257
 AH8257                          STATION RECOVERY (2004)
 AH8257
 AH8257'RECOVERY NOTE BY US POWER SQUADRON 2004 (RHO)
 AH8257'RECOVERED IN GOOD CONDITION.
 AH8257
 AH8257                          STATION RECOVERY (2005)
 AH8257
 AH8257'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8257'2.2 MILES EAST OF LITTLE FALLS, 1.7 MILES EAST OF JUNCTION OF TRUNK
 AH8257'HIGHWAY 10 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT 138.35,
 AH8257'79.5 FEET SOUTH OF TRUNK HIGHWAY 27, 21.0 FEET EAST OF ENTRANCE, 1.7
 AH8257'FEET WEST OF POWER POLE, 2.0 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8260 ***********************************************************************
 AH8260  DESIGNATION -  4905 N
 AH8260  PID         -  AH8260
 AH8260  STATE/COUNTY-  MN/MORRISON
 AH8260  COUNTRY     -  US
 AH8260  USGS QUAD   -  LITTLE FALLS EAST (1978)
 AH8260
 AH8260                         *CURRENT SURVEY CONTROL
 AH8260  ______________________________________________________________________
 AH8260* NAD 83(2007) POSITION- 45 58 35.76454(N) 094 21 18.11479(W)   ADJUSTED  
 AH8260* NAD 83(2007) ELLIP HT-   313.974 (meters)        (08/05/10)   ADJUSTED
 AH8260* NAD 83(2007) EPOCH   -  2002.00
 AH8260* NAVD 88 ORTHO HEIGHT -   340.589  (meters)    1117.42  (feet) ADJUSTED  
 AH8260  ______________________________________________________________________
 AH8260  NAD 83(2007) X  -   -337,188.996 (meters)                     COMP
 AH8260  NAD 83(2007) Y  - -4,427,587.808 (meters)                     COMP
 AH8260  NAD 83(2007) Z  -  4,563,666.259 (meters)                     COMP
 AH8260  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC09
 AH8260  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 AH8260  DYNAMIC HEIGHT  -        340.598 (meters)     1117.45  (feet) COMP
 AH8260  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 AH8260
 AH8260  HORZ ORDER      -  FIRST
 AH8260  VERT ORDER      -  SECOND    CLASS I
 AH8260  ELLP ORDER      -  THIRD     CLASS II
 AH8260
 AH8260.The horizontal coordinates were established by GPS observations
 AH8260.and adjusted by the National Geodetic Survey in August 2010.
 AH8260
 AH8260.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8260.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8260
 AH8260.The horizontal coordinates are valid at the epoch date displayed above
 AH8260.which is a decimal equivalence of Year/Month/Day.
 AH8260
 AH8260.The orthometric height was determined by differential leveling and
 AH8260.adjusted in August 2004.
 AH8260
 AH8260.Photographs are available for this station.
 AH8260
 AH8260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8260
 AH8260.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8260
 AH8260.The ellipsoidal height was determined by GPS observations
 AH8260.and is referenced to NAD 83.
 AH8260
 AH8260.The dynamic height is computed by dividing the NAVD 88
 AH8260.geopotential number by the normal gravity value computed on the
 AH8260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8260.degrees latitude (g = 980.6199 gals.).
 AH8260
 AH8260.The modeled gravity was interpolated from observed gravity values.
 AH8260
 AH8260. The following values were computed from the NAD 83(2007) position.
 AH8260
 AH8260;                    North         East     Units Scale Factor Converg.
 AH8260;SPC MN C     -   208,550.726   791,860.933   MT  0.99994147   -0 04 33.5
 AH8260;SPC MN C     -   684,220.17  2,597,963.74   sFT  0.99994147   -0 04 33.5
 AH8260;UTM  15      - 5,092,340.329   395,032.846   MT  0.99973545   -0 58 28.0
 AH8260
 AH8260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8260!SPC MN C     -   0.99995078  x   0.99994147  =   0.99989225
 AH8260!UTM  15      -   0.99995078  x   0.99973545  =   0.99968624
 AH8260
 AH8260                          SUPERSEDED SURVEY CONTROL
 AH8260
 AH8260  NAD 83(1996)-  45 58 35.76420(N)    094 21 18.11426(W) AD(       ) 1
 AH8260  ELLIP H (01/20/06)  314.020  (m)                       GP(       ) 3 2
 AH8260  NAVD 88 (01/20/06)  340.59   (m)         1117.4    (f) LEVELING    3  
 AH8260
 AH8260.Superseded values are not recommended for survey control.
 AH8260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8260.See file dsdata.txt to determine how the superseded data were derived.
 AH8260
 AH8260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9503292340(NAD 83)
 AH8260
 AH8260_MARKER: DD = SURVEY DISK
 AH8260_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8260_STAMPING: 4905 N 1993
 AH8260_MARK LOGO: MNDT  
 AH8260_PROJECTION: FLUSH
 AH8260_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8260+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 AH8260_ROD/PIPE-DEPTH:  4.3 meters
 AH8260
 AH8260  HISTORY     - Date     Condition        Report By
 AH8260  HISTORY     - 1993     MONUMENTED       MNDT
 AH8260  HISTORY     - 20020422 GOOD             MNDT
 AH8260  HISTORY     - 20050613 GOOD             MNDT
 AH8260  HISTORY     - 20060327 GOOD             MNDT
 AH8260
 AH8260                          STATION DESCRIPTION
 AH8260
 AH8260'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8260'THE MARK IS LOCATED IN LITTLE FALLS, 0.75 MI (1.21 KM) WEST OF THE JCT
 AH8260'OF TH 27 AND TH 10, 82.5 FT (25.1 M) NNW OF TH 27 AT TH 27 MP 136.0,
 AH8260'15.5 FT (4.7 M) EAST OF A RR SPUR, 2.3 FT (0.7 M) SOUTH OF A P-POLE,
 AH8260'67.2 FT (20.5 M) WSW OF THE SW COR OF A METAL BLDG, AND 1.0 FT (0.3 M)
 AH8260'EAST OF A WIT POST.
 AH8260
 AH8260                          STATION RECOVERY (2002)
 AH8260
 AH8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 AH8260'RECOVERED AS DESCRIBED.
 AH8260
 AH8260                          STATION RECOVERY (2005)
 AH8260
 AH8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8260'IN LITTLE FALLS, 0.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 27 AND T
 AH8260'RUNK HIGHWAY 10, AT TRUNK HIGHWAY 27 MILEPOINT 136.0, 82.5 FEET NORTH-
 AH8260'NORTHWEST OF TRUNK HIGHWAY 27, 2.3 FEET SOUTH OF POWER POLE, 1.0 FEET
 AH8260'EAST OF WITNESS POST
 AH8260
 AH8260                          STATION RECOVERY (2006)
 AH8260
 AH8260'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 AH8260'IN LITTLE FALLS, 0.75 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 27 AND
 AH8260'TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 27 MILEPOINT 136.0, 82.5 FEET
 AH8260'NORTH-NORTHWEST OF TRUNK HIGHWAY 27, 2.3 FEET SOUTH OF POWER POLE, 1.0
 AH8260'FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8231 ***********************************************************************
 AH8231  DESIGNATION -  4906 A
 AH8231  PID         -  AH8231
 AH8231  STATE/COUNTY-  MN/MORRISON
 AH8231  COUNTRY     -  US
 AH8231  USGS QUAD   -  HILLMAN (1968)
 AH8231
 AH8231                         *CURRENT SURVEY CONTROL
 AH8231  ______________________________________________________________________
 AH8231* NAD 83(1986) POSITION- 46 02 55.4    (N) 093 56 52.9    (W)   HD_HELD2  
 AH8231* NAVD 88 ORTHO HEIGHT -   377.678  (meters)    1239.10  (feet) ADJUSTED  
 AH8231  ______________________________________________________________________
 AH8231  GEOID HEIGHT    -        -26.99  (meters)                     GEOID09
 AH8231  DYNAMIC HEIGHT  -        377.683 (meters)     1239.12  (feet) COMP
 AH8231  MODELED GRAVITY -    980,617.3   (mgal)                       NAVD 88
 AH8231
 AH8231  VERT ORDER      -  SECOND    CLASS I
 AH8231
 AH8231.The horizontal coordinates were established by autonomous hand held GPS
 AH8231.observations and have an estimated accuracy of +/- 10 meters.
 AH8231.
 AH8231.The orthometric height was determined by differential leveling and
 AH8231.adjusted in August 2004.
 AH8231
 AH8231.Photographs are available for this station.
 AH8231
 AH8231.The dynamic height is computed by dividing the NAVD 88
 AH8231.geopotential number by the normal gravity value computed on the
 AH8231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8231.degrees latitude (g = 980.6199 gals.).
 AH8231
 AH8231.The modeled gravity was interpolated from observed gravity values.
 AH8231
 AH8231;                    North         East    Units  Estimated Accuracy
 AH8231;SPC MN C     -   216,606.      823,370.      MT  (+/- 10 meters HH2 GPS)
 AH8231
 AH8231                          SUPERSEDED SURVEY CONTROL
 AH8231
 AH8231.No superseded survey control is available for this station.
 AH8231
 AH8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2665699897(NAD 83)
 AH8231
 AH8231_MARKER: DB = BENCH MARK DISK
 AH8231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8231_SP_SET: BRIDGE ABUTMENT
 AH8231_STAMPING: 4906 A 1948
 AH8231_MARK LOGO: MNHD  
 AH8231_PROJECTION: FLUSH
 AH8231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8231+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8231
 AH8231  HISTORY     - Date     Condition        Report By
 AH8231  HISTORY     - 1948     MONUMENTED       MNHD
 AH8231  HISTORY     - 19930722 GOOD             MNDT
 AH8231  HISTORY     - 20050616 GOOD             MNDT
 AH8231
 AH8231                          STATION DESCRIPTION
 AH8231
 AH8231'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8231'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF LASTRUP, 5.6 MI (9.0
 AH8231'KM) EAST ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23 IN LASTRUP, IN
 AH8231'THE SE COR OF THE ABUT OF BRDG NO 6711, AT TH 27 MP 160.65, AND 17.0
 AH8231'FT (5.2 M) SE OF TH 27.
 AH8231
 AH8231                          STATION RECOVERY (2005)
 AH8231
 AH8231'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8231'5.5 MILES EAST OF LASTRUP, IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY 27
 AH8231'BRIDGE 6711 OVER SKUNK RIVER, 5.6 MILES EAST OF JUNCTION OF TRUNK
 AH8231'HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP,  AT TRUNK HIGHWAY 27
 AH8231'MILEPOINT 160.65, 17.0 FEET SOUTHEAST OF TRUNK HIGHWAY 27
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8229 ***********************************************************************
 AH8229  DESIGNATION -  4906 B
 AH8229  PID         -  AH8229
 AH8229  STATE/COUNTY-  MN/MORRISON
 AH8229  COUNTRY     -  US
 AH8229  USGS QUAD   -  HILLMAN (1968)
 AH8229
 AH8229                         *CURRENT SURVEY CONTROL
 AH8229  ______________________________________________________________________
 AH8229* NAD 83(1986) POSITION- 46 03 41.1    (N) 093 55 42.6    (W)   HD_HELD2  
 AH8229* NAVD 88 ORTHO HEIGHT -   380.047  (meters)    1246.87  (feet) ADJUSTED  
 AH8229  ______________________________________________________________________
 AH8229  GEOID HEIGHT    -        -27.01  (meters)                     GEOID09
 AH8229  DYNAMIC HEIGHT  -        380.053 (meters)     1246.89  (feet) COMP
 AH8229  MODELED GRAVITY -    980,617.4   (mgal)                       NAVD 88
 AH8229
 AH8229  VERT ORDER      -  SECOND    CLASS I
 AH8229
 AH8229.The horizontal coordinates were established by autonomous hand held GPS
 AH8229.observations and have an estimated accuracy of +/- 10 meters.
 AH8229.
 AH8229.The orthometric height was determined by differential leveling and
 AH8229.adjusted in August 2004.
 AH8229
 AH8229.Photographs are available for this station.
 AH8229
 AH8229.The dynamic height is computed by dividing the NAVD 88
 AH8229.geopotential number by the normal gravity value computed on the
 AH8229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8229.degrees latitude (g = 980.6199 gals.).
 AH8229
 AH8229.The modeled gravity was interpolated from observed gravity values.
 AH8229
 AH8229;                    North         East    Units  Estimated Accuracy
 AH8229;SPC MN C     -   218,023.      824,875.      MT  (+/- 10 meters HH2 GPS)
 AH8229
 AH8229                          SUPERSEDED SURVEY CONTROL
 AH8229
 AH8229.No superseded survey control is available for this station.
 AH8229
 AH8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2818301290(NAD 83)
 AH8229
 AH8229_MARKER: DB = BENCH MARK DISK
 AH8229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8229_SP_SET: BRIDGE ABUTMENT
 AH8229_STAMPING: 4906 B 1993
 AH8229_MARK LOGO: MNDT  
 AH8229_PROJECTION: FLUSH
 AH8229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8229+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8229
 AH8229  HISTORY     - Date     Condition        Report By
 AH8229  HISTORY     - 1993     MONUMENTED       MNDT
 AH8229  HISTORY     - 19930805 GOOD             MNDT
 AH8229  HISTORY     - 20050616 GOOD             MNDT
 AH8229
 AH8229                          STATION DESCRIPTION
 AH8229
 AH8229'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8229'THE MARK IS LOCATED ABOUT 6.85 MI (11.02 KM) EAST OF LASTRUP, 6.85 MI
 AH8229'(11.02 KM) EAST ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23 IN THE
 AH8229'SE COR OF BRDG NO 6712 ABUT, AT TH 27 MP 161.95, 2.1 MI (3.4 KM) WSW
 AH8229'OF THE JCT OF TH 27 AND CO RD 8, AND 17.0 FT (5.2 M) SE OF TH 27. MARK
 AH8229'WAS SET IN 1949 UNSTAMPED AND RECOVERED AND STAMPED IN 1993.
 AH8229
 AH8229                          STATION RECOVERY (2005)
 AH8229
 AH8229'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8229'4.0 MILES NORTHWEST OF HILLMAN, IN SOUTHEAST ABUTMENT OF TRUNK HIGHWAY
 AH8229'27 BRIDGE 6712 OVER SKUNK RIVER, 2.1 MILES WEST-SOUTHWEST OF JUNCTION
 AH8229'OF TRUNK HIGHWAY 27 AND COUNTY ROAD 8, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8229'161.95, 17.0 FEET SOUTHEAST OF TRUNK HIGHWAY 27
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8224 ***********************************************************************
 AH8224  DESIGNATION -  4906 F
 AH8224  PID         -  AH8224
 AH8224  STATE/COUNTY-  MN/MORRISON
 AH8224  COUNTRY     -  US
 AH8224  USGS QUAD   -  HILLMAN SE (1968)
 AH8224
 AH8224                         *CURRENT SURVEY CONTROL
 AH8224  ______________________________________________________________________
 AH8224* NAD 83(1986) POSITION- 46 04 40.     (N) 093 52 11.     (W)   SCALED    
 AH8224* NAVD 88 ORTHO HEIGHT -   394.151  (meters)    1293.14  (feet) ADJUSTED  
 AH8224  ______________________________________________________________________
 AH8224  GEOID HEIGHT    -        -27.07  (meters)                     GEOID09
 AH8224  DYNAMIC HEIGHT  -        394.156 (meters)     1293.16  (feet) COMP
 AH8224  MODELED GRAVITY -    980,615.4   (mgal)                       NAVD 88
 AH8224
 AH8224  VERT ORDER      -  SECOND    CLASS I
 AH8224
 AH8224.The horizontal coordinates were scaled from a topographic map and have
 AH8224.an estimated accuracy of +/- 6 seconds.
 AH8224.
 AH8224.The orthometric height was determined by differential leveling and
 AH8224.adjusted in August 2004.
 AH8224
 AH8224.Photographs are available for this station.
 AH8224
 AH8224.The dynamic height is computed by dividing the NAVD 88
 AH8224.geopotential number by the normal gravity value computed on the
 AH8224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8224.degrees latitude (g = 980.6199 gals.).
 AH8224
 AH8224.The modeled gravity was interpolated from observed gravity values.
 AH8224
 AH8224;                    North         East    Units  Estimated Accuracy
 AH8224;SPC MN C     -   219,860.      829,410.      MT  (+/- 180 meters Scaled)
 AH8224
 AH8224                          SUPERSEDED SURVEY CONTROL
 AH8224
 AH8224.No superseded survey control is available for this station.
 AH8224
 AH8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM327030(NAD 83)
 AH8224
 AH8224_MARKER: DD = SURVEY DISK
 AH8224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8224_SP_SET: FOOTING OF STRUCTURE
 AH8224_STAMPING: 4906 F 1993
 AH8224_MARK LOGO: MNDT  
 AH8224_PROJECTION: FLUSH
 AH8224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8224+STABILITY: SURFACE MOTION
 AH8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8224+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8224
 AH8224  HISTORY     - Date     Condition        Report By
 AH8224  HISTORY     - 1993     MONUMENTED       MNDT
 AH8224  HISTORY     - 19930805 GOOD             MNDT
 AH8224  HISTORY     - 20050616 GOOD             MNDT
 AH8224
 AH8224                          STATION DESCRIPTION
 AH8224
 AH8224'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8224'THE MARK IS LOCATED ABOUT 9.6 MI (15.4 KM) WEST OF ONAMIA, 9.8 MI
 AH8224'(15.8 KM) WEST ALONG TH 27 FROM THE JCT OF TH 27 AND BUSINESS TH 169,
 AH8224'IN THE SE COR OF BOX CULV NO 8734 OVER A STREAM, AT TH 27 MP 165.2,
 AH8224'1.1 MI (1.8 KM) EAST OF THE JCT OF TH 27 AND CO RD 8, 24.0 FT (7.3 M)
 AH8224'SOUTH OF TH 27, AND 0.5 FT (15.2 CM) WEST OF THE SE COR OF THE BOX
 AH8224'CULVERT.  MARK WAS SET IN 1950 UNSTAMPED AND RECOVERED AND STAMPED IN
 AH8224'1993.
 AH8224
 AH8224                          STATION RECOVERY (2005)
 AH8224
 AH8224'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8224'5.75 MILES NORTH-NORTHEAST OF HILLMAN, IN SOUTHEAST CORNER OF TRUNK
 AH8224'HIGHWAY 27 BOX CULVERT, 1.1 MILES EAST OF JUNCTION OF TRUNK HIGHWAY 27
 AH8224'AND COUNTY ROAD 8,  AT TRUNK HIGHWAY 27 MILEPOINT 165.2, 24.0 FEET
 AH8224'SOUTH OF TRUNK HIGHWAY 27, 0.5 FEET WEST OF SOUTHEAST CORNER OF BOX
 AH8224'CULVER
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8225 ***********************************************************************
 AH8225  DESIGNATION -  4906 G
 AH8225  PID         -  AH8225
 AH8225  STATE/COUNTY-  MN/MORRISON
 AH8225  COUNTRY     -  US
 AH8225  USGS QUAD   -  HILLMAN (1968)
 AH8225
 AH8225                         *CURRENT SURVEY CONTROL
 AH8225  ______________________________________________________________________
 AH8225* NAD 83(1986) POSITION- 46 04 38.9    (N) 093 53 16.3    (W)   HD_HELD2  
 AH8225* NAVD 88 ORTHO HEIGHT -   386.876  (meters)    1269.28  (feet) ADJUSTED  
 AH8225  ______________________________________________________________________
 AH8225  GEOID HEIGHT    -        -27.06  (meters)                     GEOID09
 AH8225  DYNAMIC HEIGHT  -        386.881 (meters)     1269.29  (feet) COMP
 AH8225  MODELED GRAVITY -    980,616.4   (mgal)                       NAVD 88
 AH8225
 AH8225  VERT ORDER      -  SECOND    CLASS I
 AH8225
 AH8225.The horizontal coordinates were established by autonomous hand held GPS
 AH8225.observations and have an estimated accuracy of +/- 10 meters.
 AH8225.
 AH8225.The orthometric height was determined by differential leveling and
 AH8225.adjusted in August 2004.
 AH8225
 AH8225.Photographs are available for this station.
 AH8225
 AH8225.The dynamic height is computed by dividing the NAVD 88
 AH8225.geopotential number by the normal gravity value computed on the
 AH8225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8225.degrees latitude (g = 980.6199 gals.).
 AH8225
 AH8225.The modeled gravity was interpolated from observed gravity values.
 AH8225
 AH8225;                    North         East    Units  Estimated Accuracy
 AH8225;SPC MN C     -   219,821.      828,011.      MT  (+/- 10 meters HH2 GPS)
 AH8225
 AH8225                          SUPERSEDED SURVEY CONTROL
 AH8225
 AH8225.No superseded survey control is available for this station.
 AH8225
 AH8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3134603038(NAD 83)
 AH8225
 AH8225_MARKER: DB = BENCH MARK DISK
 AH8225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8225_SP_SET: BRIDGE ABUTMENT
 AH8225_STAMPING: 4906 G 1993
 AH8225_MARK LOGO: MNDT  
 AH8225_PROJECTION: FLUSH
 AH8225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8225+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8225
 AH8225  HISTORY     - Date     Condition        Report By
 AH8225  HISTORY     - 1993     MONUMENTED       MNDT
 AH8225  HISTORY     - 19930805 GOOD             MNDT
 AH8225  HISTORY     - 20050616 GOOD             MNDT
 AH8225
 AH8225                          STATION DESCRIPTION
 AH8225
 AH8225'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8225'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) WEST OF ONAMIA, 10.65 MI
 AH8225'(17.14 KM) WEST ALONG TH 27 FROM THE JCT OF TH 27 AND BUSINESS TH 169,
 AH8225'IN THE SE COR OF BRDG NO 6737 OVER A STREAM, AT TH 27 MP 164.35, 0.25
 AH8225'MI (0.40 KM) EAST OF THE JCT OF TH 27 AND CO RD 8, AND 18.0 FT (5.5 M)
 AH8225'SOUTH OF TH 27. MARK WAS SET IN 1950 UNSTAMPED AND RECOVERED AND
 AH8225'STAMPED IN 1993.
 AH8225
 AH8225                          STATION RECOVERY (2005)
 AH8225
 AH8225'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8225'5.5 MILES NORTH-NORTHEAST OF HILLMAN, 10.4 MILES WEST OF ONAMIA, 10.65
 AH8225'MILES WEST ALONG TRUNK HIGHWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY
 AH8225'27 AND BUSINESS TRUNK HIGHWAY 169, IN SOUTHEAST CORNER OF TRUNK
 AH8225'HIGHWAY 27 BRIDGE 6737 OVER STREAM, 0.25 MILES EAST OF JUNCTION OF
 AH8225'TRUNK HIGHWAY 27 AND COUNTY ROAD 8, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8225'164.35, 18.0 FEET SOUTH OF TRUNK HIGHWAY 27
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8226 ***********************************************************************
 AH8226  DESIGNATION -  4906 H
 AH8226  PID         -  AH8226
 AH8226  STATE/COUNTY-  MN/MORRISON
 AH8226  COUNTRY     -  US
 AH8226  USGS QUAD   -  HILLMAN (1968)
 AH8226
 AH8226                         *CURRENT SURVEY CONTROL
 AH8226  ______________________________________________________________________
 AH8226* NAD 83(1986) POSITION- 46 04 37.7    (N) 093 53 36.7    (W)   HD_HELD2  
 AH8226* NAVD 88 ORTHO HEIGHT -   390.429  (meters)    1280.93  (feet) ADJUSTED  
 AH8226  ______________________________________________________________________
 AH8226  GEOID HEIGHT    -        -27.05  (meters)                     GEOID09
 AH8226  DYNAMIC HEIGHT  -        390.435 (meters)     1280.95  (feet) COMP
 AH8226  MODELED GRAVITY -    980,616.6   (mgal)                       NAVD 88
 AH8226
 AH8226  VERT ORDER      -  SECOND    CLASS I
 AH8226
 AH8226.The horizontal coordinates were established by autonomous hand held GPS
 AH8226.observations and have an estimated accuracy of +/- 10 meters.
 AH8226.
 AH8226.The orthometric height was determined by differential leveling and
 AH8226.adjusted in August 2004.
 AH8226
 AH8226.Photographs are available for this station.
 AH8226
 AH8226.The dynamic height is computed by dividing the NAVD 88
 AH8226.geopotential number by the normal gravity value computed on the
 AH8226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8226.degrees latitude (g = 980.6199 gals.).
 AH8226
 AH8226.The modeled gravity was interpolated from observed gravity values.
 AH8226
 AH8226;                    North         East    Units  Estimated Accuracy
 AH8226;SPC MN C     -   219,782.      827,573.      MT  (+/- 10 meters HH2 GPS)
 AH8226
 AH8226                          SUPERSEDED SURVEY CONTROL
 AH8226
 AH8226.No superseded survey control is available for this station.
 AH8226
 AH8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM3090803006(NAD 83)
 AH8226
 AH8226_MARKER: DD = SURVEY DISK
 AH8226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AH8226_SP_SET: LIGHT STRUCTURE
 AH8226_STAMPING: 4906 H 1993
 AH8226_MARK LOGO: MNDT  
 AH8226_PROJECTION: FLUSH
 AH8226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8226+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8226
 AH8226  HISTORY     - Date     Condition        Report By
 AH8226  HISTORY     - 1993     MONUMENTED       MNDT
 AH8226  HISTORY     - 20050616 GOOD             MNDT
 AH8226
 AH8226                          STATION DESCRIPTION
 AH8226
 AH8226'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8226'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) EAST OF LASTRUP ON THE
 AH8226'NORTH SIDE OF A FLAG POLE BASE, 8.95 MI (14.40 KM) EAST ALONG TH 27
 AH8226'FROM THE JCT OF TH 27 AND CO RD 23, AT THE JCT OF TH 27 AND CO RD 8,
 AH8226'AT TH 27 MP 164.1, 77.0 FT (23.5 M) SOUTH OF TH 27, AND 99.0 FT (30.2
 AH8226'M) WEST OF CO RD 8.
 AH8226
 AH8226                          STATION RECOVERY (2005)
 AH8226
 AH8226'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8226'5.0 MILES NORTH OF HILLMAN, 8.95 MILES EAST ALONG TRUNK HIGHWAY 27
 AH8226'FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY RD 23, AT JUNCTION OF
 AH8226'TRUNK HIGHWAY 27 AND COUNTY ROAD 8,  AT TRUNK HIGHWAY 27 MILEPOINT
 AH8226'164.1, 77.0 FEET SOUTH OF TRUNK HIGHWAY 27, 99.0 FEET WEST OF COUNTY
 AH8226'ROAD 8, IN NORTH SIDE OF FLAGPOLE BASE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8227 ***********************************************************************
 AH8227  DESIGNATION -  4906 J
 AH8227  PID         -  AH8227
 AH8227  STATE/COUNTY-  MN/MORRISON
 AH8227  COUNTRY     -  US
 AH8227  USGS QUAD   -  HILLMAN (1968)
 AH8227
 AH8227                         *CURRENT SURVEY CONTROL
 AH8227  ______________________________________________________________________
 AH8227* NAD 83(2007) POSITION- 46 04 23.57278(N) 093 54 21.07672(W)   ADJUSTED  
 AH8227* NAD 83(2007) ELLIP HT-   363.447 (meters)        (08/05/10)   ADJUSTED
 AH8227* NAD 83(2007) EPOCH   -  2002.00
 AH8227* NAVD 88 ORTHO HEIGHT -   390.457  (meters)    1281.02  (feet) ADJUSTED  
 AH8227  ______________________________________________________________________
 AH8227  NAD 83(2007) X  -   -301,944.274 (meters)                     COMP
 AH8227  NAD 83(2007) Y  - -4,422,418.914 (meters)                     COMP
 AH8227  NAD 83(2007) Z  -  4,571,158.664 (meters)                     COMP
 AH8227  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 AH8227  GEOID HEIGHT    -        -27.04  (meters)                     GEOID09
 AH8227  DYNAMIC HEIGHT  -        390.463 (meters)     1281.04  (feet) COMP
 AH8227  MODELED GRAVITY -    980,617.1   (mgal)                       NAVD 88
 AH8227
 AH8227  HORZ ORDER      -  FIRST
 AH8227  VERT ORDER      -  SECOND    CLASS I
 AH8227  ELLP ORDER      -  THIRD     CLASS II
 AH8227
 AH8227.The horizontal coordinates were established by GPS observations
 AH8227.and adjusted by the National Geodetic Survey in August 2010.
 AH8227
 AH8227.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8227.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8227
 AH8227.The horizontal coordinates are valid at the epoch date displayed above
 AH8227.which is a decimal equivalence of Year/Month/Day.
 AH8227
 AH8227.The orthometric height was determined by differential leveling and
 AH8227.adjusted in August 2004.
 AH8227
 AH8227.Photographs are available for this station.
 AH8227
 AH8227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8227
 AH8227.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8227
 AH8227.The ellipsoidal height was determined by GPS observations
 AH8227.and is referenced to NAD 83.
 AH8227
 AH8227.The dynamic height is computed by dividing the NAVD 88
 AH8227.geopotential number by the normal gravity value computed on the
 AH8227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8227.degrees latitude (g = 980.6199 gals.).
 AH8227
 AH8227.The modeled gravity was interpolated from observed gravity values.
 AH8227
 AH8227. The following values were computed from the NAD 83(2007) position.
 AH8227
 AH8227;                    North         East     Units Scale Factor Converg.
 AH8227;SPC MN C     -   219,341.239   826,621.568   MT  0.99993240   +0 14 56.2
 AH8227;SPC MN C     -   719,622.05  2,712,007.59   sFT  0.99993240   +0 14 56.2
 AH8227;UTM  15      - 5,102,581.036   429,950.256   MT  0.99966032   -0 39 08.8
 AH8227
 AH8227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8227!SPC MN C     -   0.99994303  x   0.99993240  =   0.99987543
 AH8227!UTM  15      -   0.99994303  x   0.99966032  =   0.99960337
 AH8227
 AH8227:                Primary Azimuth Mark                     Grid Az
 AH8227:SPC MN C     -  4906 K                                   231 52 19.3
 AH8227:UTM  15      -  4906 K                                   232 46 24.3
 AH8227
 AH8227|---------------------------------------------------------------------|
 AH8227| PID    Reference Object                     Distance      Geod. Az  |
 AH8227|                                                           dddmmss.s |
 AH8227| AH8228 4906 K                              APPROX. 1.0 KM 2320715.5 |
 AH8227|---------------------------------------------------------------------|
 AH8227
 AH8227                          SUPERSEDED SURVEY CONTROL
 AH8227
 AH8227  NAD 83(1996)-  46 04 23.57245(N)    093 54 21.07612(W) AD(       ) 1
 AH8227  ELLIP H (01/20/06)  363.483  (m)                       GP(       ) 3 2
 AH8227  NAVD 88 (01/20/06)  390.46   (m)         1281.0    (f) LEVELING    3  
 AH8227
 AH8227.Superseded values are not recommended for survey control.
 AH8227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8227.See file dsdata.txt to determine how the superseded data were derived.
 AH8227
 AH8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2995002581(NAD 83)
 AH8227
 AH8227_MARKER: DV = VERTICAL CONTROL DISK
 AH8227_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8227_STAMPING: 4906 J 1993
 AH8227_MARK LOGO: MNDT  
 AH8227_PROJECTION: RECESSED 8 CENTIMETERS
 AH8227_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8227+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8227_ROD/PIPE-DEPTH:  7.6 meters
 AH8227
 AH8227  HISTORY     - Date     Condition        Report By
 AH8227  HISTORY     - 1993     MONUMENTED       MNDT
 AH8227  HISTORY     - 20050616 GOOD             MNDT
 AH8227
 AH8227                          STATION DESCRIPTION
 AH8227
 AH8227'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8227'THE MARK IS LOCATED ABOUT 8.25 MI (13.28 KM) EAST OF LASTRUP, 8.25 MI
 AH8227'(13.28 KM) EAST ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23, AT TH
 AH8227'27 MP 163.4, 0.7 MI (1.1 KM) WEST OF THE JCT OF TH 27 AND CO RD 8,
 AH8227'75.0 FT (22.9 M) SE OF TH 27, 1.6 FT (0.5 M) NW OF A FENCE COR, AND
 AH8227'1.2 FT (0.4 M) NORTH OF A WIT POST.
 AH8227
 AH8227                          STATION RECOVERY (2005)
 AH8227
 AH8227'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8227'4.75 MILES NORTH-NORTHWEST OF HILLMAN, 8.25 MILES EAST ALONG TRUNK HIG
 AH8227'HWAY 27 FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD 23, 0.7
 AH8227'MILES WEST OF JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD 8, AT TRUNK
 AH8227'HIGHWAY MILEPOINT 163.4, 75.0 FEET SOUTHEAST OF TRUNK HIGHWAY 27, 1.6
 AH8227'FEET NORTHWEST OF FENCE CORNER, 1.2 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8228 ***********************************************************************
 AH8228  DESIGNATION -  4906 K
 AH8228  PID         -  AH8228
 AH8228  STATE/COUNTY-  MN/MORRISON
 AH8228  COUNTRY     -  US
 AH8228  USGS QUAD   -  HILLMAN (1968)
 AH8228
 AH8228                         *CURRENT SURVEY CONTROL
 AH8228  ______________________________________________________________________
 AH8228* NAD 83(2007) POSITION- 46 04 02.74268(N) 093 54 59.54363(W)   ADJUSTED  
 AH8228* NAD 83(2007) ELLIP HT-   362.712 (meters)        (08/05/10)   ADJUSTED
 AH8228* NAD 83(2007) EPOCH   -  2002.00
 AH8228* NAVD 88 ORTHO HEIGHT -   389.709  (meters)    1278.57  (feet) ADJUSTED  
 AH8228  ______________________________________________________________________
 AH8228  NAD 83(2007) X  -   -302,800.622 (meters)                     COMP
 AH8228  NAD 83(2007) Y  - -4,422,824.150 (meters)                     COMP
 AH8228  NAD 83(2007) Z  -  4,570,711.912 (meters)                     COMP
 AH8228  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC09
 AH8228  GEOID HEIGHT    -        -27.02  (meters)                     GEOID09
 AH8228  DYNAMIC HEIGHT  -        389.715 (meters)     1278.59  (feet) COMP
 AH8228  MODELED GRAVITY -    980,617.3   (mgal)                       NAVD 88
 AH8228
 AH8228  HORZ ORDER      -  FIRST
 AH8228  VERT ORDER      -  SECOND    CLASS I
 AH8228  ELLP ORDER      -  THIRD     CLASS II
 AH8228
 AH8228.The horizontal coordinates were established by GPS observations
 AH8228.and adjusted by the National Geodetic Survey in August 2010.
 AH8228
 AH8228.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8228.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8228
 AH8228.The horizontal coordinates are valid at the epoch date displayed above
 AH8228.which is a decimal equivalence of Year/Month/Day.
 AH8228
 AH8228.The orthometric height was determined by differential leveling and
 AH8228.adjusted in August 2004.
 AH8228
 AH8228.Photographs are available for this station.
 AH8228
 AH8228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8228
 AH8228.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8228
 AH8228.The ellipsoidal height was determined by GPS observations
 AH8228.and is referenced to NAD 83.
 AH8228
 AH8228.The dynamic height is computed by dividing the NAVD 88
 AH8228.geopotential number by the normal gravity value computed on the
 AH8228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8228.degrees latitude (g = 980.6199 gals.).
 AH8228
 AH8228.The modeled gravity was interpolated from observed gravity values.
 AH8228
 AH8228. The following values were computed from the NAD 83(2007) position.
 AH8228
 AH8228;                    North         East     Units Scale Factor Converg.
 AH8228;SPC MN C     -   218,694.608   825,797.716   MT  0.99993287   +0 14 28.4
 AH8228;SPC MN C     -   717,500.56  2,709,304.67   sFT  0.99993287   +0 14 28.4
 AH8228;UTM  15      - 5,101,947.617   429,116.561   MT  0.99966177   -0 39 36.3
 AH8228
 AH8228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8228!SPC MN C     -   0.99994314  x   0.99993287  =   0.99987602
 AH8228!UTM  15      -   0.99994314  x   0.99966177  =   0.99960493
 AH8228
 AH8228:                Primary Azimuth Mark                     Grid Az
 AH8228:SPC MN C     -  4906 J                                   051 52 19.4
 AH8228:UTM  15      -  4906 J                                   052 46 24.1
 AH8228
 AH8228|---------------------------------------------------------------------|
 AH8228| PID    Reference Object                     Distance      Geod. Az  |
 AH8228|                                                           dddmmss.s |
 AH8228| AH8227 4906 J                              APPROX. 1.0 KM 0520647.8 |
 AH8228|---------------------------------------------------------------------|
 AH8228
 AH8228                          SUPERSEDED SURVEY CONTROL
 AH8228
 AH8228  NAD 83(1996)-  46 04 02.74235(N)    093 54 59.54301(W) AD(       ) 1
 AH8228  ELLIP H (01/20/06)  362.748  (m)                       GP(       ) 3 2
 AH8228  NAVD 88 (01/20/06)  389.71   (m)         1278.6    (f) LEVELING    3  
 AH8228
 AH8228.Superseded values are not recommended for survey control.
 AH8228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8228.See file dsdata.txt to determine how the superseded data were derived.
 AH8228
 AH8228_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2911601947(NAD 83)
 AH8228
 AH8228_MARKER: DV = VERTICAL CONTROL DISK
 AH8228_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8228_STAMPING: 4906 K 1993
 AH8228_MARK LOGO: MNDT  
 AH8228_PROJECTION: FLUSH
 AH8228_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8228+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8228_ROD/PIPE-DEPTH: 10.7 meters
 AH8228
 AH8228  HISTORY     - Date     Condition        Report By
 AH8228  HISTORY     - 1993     MONUMENTED       MNDT
 AH8228  HISTORY     - 20050616 GOOD             MNDT
 AH8228
 AH8228                          STATION DESCRIPTION
 AH8228
 AH8228'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8228'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) EAST OF LASTRUP, 7.6 MI
 AH8228'(12.2 KM) EAST ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23, AT TH
 AH8228'27 MP 162.7, 1.35 MI (2.17 KM) WEST OF THE JCT OF TH 27 AND CO RD 8,
 AH8228'67.0 FT (20.4 M) SE OF TH 27, 18.0 FT (5.5 M) NW OF AN ENT, 1.5 FT
 AH8228'(0.5 M) NORTH OF A FENCE LINE, AND 4.6 FT (1.4 M) WNW OF A WIT POST.
 AH8228
 AH8228                          STATION RECOVERY (2005)
 AH8228
 AH8228'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8228'5.0 MILES NORTHWEST OF HILLMAN, 7.6 MILES EAST ALONG TRUNK HIGHWAY 27
 AH8228'FROM THE JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD 23, AT TRUNK HIG
 AH8228'HWAY 7 MILEPOINT 162.7, 1.35 MILES WEST OF JUNCTION OF TRUNK HIGHWAY 2
 AH8228'7 AND COUNTY ROAD 8, 67.0 FEET SOUTHEAST OF TRUNK HIGHWAY 27, 18.0 FEE
 AH8228'T NORTHWEST OF ENTRANCE, 1.5 FEET NORTH OF FENCELINE, 4.6 FEET WEST-NO
 AH8228'RTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8230 ***********************************************************************
 AH8230  DESIGNATION -  4906 L
 AH8230  PID         -  AH8230
 AH8230  STATE/COUNTY-  MN/MORRISON
 AH8230  COUNTRY     -  US
 AH8230  USGS QUAD   -  HILLMAN (1968)
 AH8230
 AH8230                         *CURRENT SURVEY CONTROL
 AH8230  ______________________________________________________________________
 AH8230* NAD 83(1986) POSITION- 46 03 12.4    (N) 093 56 13.0    (W)   HD_HELD2  
 AH8230* NAVD 88 ORTHO HEIGHT -   386.202  (meters)    1267.06  (feet) ADJUSTED  
 AH8230  ______________________________________________________________________
 AH8230  GEOID HEIGHT    -        -27.00  (meters)                     GEOID09
 AH8230  DYNAMIC HEIGHT  -        386.208 (meters)     1267.08  (feet) COMP
 AH8230  MODELED GRAVITY -    980,617.2   (mgal)                       NAVD 88
 AH8230
 AH8230  VERT ORDER      -  SECOND    CLASS I
 AH8230
 AH8230.The horizontal coordinates were established by autonomous hand held GPS
 AH8230.observations and have an estimated accuracy of +/- 10 meters.
 AH8230.
 AH8230.The orthometric height was determined by differential leveling and
 AH8230.adjusted in August 2004.
 AH8230
 AH8230.Photographs are available for this station.
 AH8230
 AH8230.The dynamic height is computed by dividing the NAVD 88
 AH8230.geopotential number by the normal gravity value computed on the
 AH8230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8230.degrees latitude (g = 980.6199 gals.).
 AH8230
 AH8230.The modeled gravity was interpolated from observed gravity values.
 AH8230
 AH8230;                    North         East    Units  Estimated Accuracy
 AH8230;SPC MN C     -   217,134.      824,225.      MT  (+/- 10 meters HH2 GPS)
 AH8230
 AH8230                          SUPERSEDED SURVEY CONTROL
 AH8230
 AH8230.No superseded survey control is available for this station.
 AH8230
 AH8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM2752000412(NAD 83)
 AH8230
 AH8230_MARKER: DV = VERTICAL CONTROL DISK
 AH8230_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8230_STAMPING: 4906 L 1993
 AH8230_MARK LOGO: MNDT  
 AH8230_PROJECTION: RECESSED 8 CENTIMETERS
 AH8230_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8230+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8230_ROD/PIPE-DEPTH:  3.0 meters
 AH8230
 AH8230  HISTORY     - Date     Condition        Report By
 AH8230  HISTORY     - 1993     MONUMENTED       MNDT
 AH8230  HISTORY     - 20050616 GOOD             MNDT
 AH8230
 AH8230                          STATION DESCRIPTION
 AH8230
 AH8230'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8230'THE MARK IS LOCATED ABOUT 6.25 MI (10.06 KM) EAST OF LASTRUP, 6.25 MI
 AH8230'(10.06 KM) EAST ALONG TH 27 FROM THE JCT OF TH 27 EAST AND CO RD 23 IN
 AH8230'LASTRUP, AT TH 27 MP 161.3, 46.5 FT (14.2 M) SE OF TH 27, 44.0 FT
 AH8230'(13.4 M) WEST OF A GRAVEL RD, 36.5 FT (11.1 M) NORTH OF A CABLE JCT
 AH8230'BOX, AND 2.0 FT (0.6 M) ENE OF A WIT POST.
 AH8230
 AH8230                          STATION RECOVERY (2005)
 AH8230
 AH8230'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8230'6.25 MILES EAST OF LASTRUP, 6.25 MILES EAST OF JUNCTION OF TRUNK
 AH8230'HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK HIGHWAY 27
 AH8230'MILEPOINT 161.3, 46.5 FEET SOUTHEAST OF TRUNK HIGHWAY 27, 44.0 FEET
 AH8230'WEST OF RANCH ROAD, 36.5 FEET NORTH OF CABLE JUNCTION BOX, 2.0 FEET
 AH8230'EAST-NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8232 ***********************************************************************
 AH8232  DESIGNATION -  4906 M
 AH8232  PID         -  AH8232
 AH8232  STATE/COUNTY-  MN/MORRISON
 AH8232  COUNTRY     -  US
 AH8232  USGS QUAD   -  HILLMAN (1968)
 AH8232
 AH8232                         *CURRENT SURVEY CONTROL
 AH8232  ______________________________________________________________________
 AH8232* NAD 83(2007) POSITION- 46 02 53.37598(N) 093 57 17.78873(W)   ADJUSTED  
 AH8232* NAD 83(2007) ELLIP HT-   355.978 (meters)        (08/05/10)   ADJUSTED
 AH8232* NAD 83(2007) EPOCH   -  2002.00
 AH8232* NAVD 88 ORTHO HEIGHT -   382.925  (meters)    1256.31  (feet) ADJUSTED  
 AH8232  ______________________________________________________________________
 AH8232  NAD 83(2007) X  -   -305,870.917 (meters)                     COMP
 AH8232  NAD 83(2007) Y  - -4,424,154.104 (meters)                     COMP
 AH8232  NAD 83(2007) Z  -  4,569,220.753 (meters)                     COMP
 AH8232  LAPLACE CORR    -         -3.13  (seconds)                    DEFLEC09
 AH8232  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 AH8232  DYNAMIC HEIGHT  -        382.931 (meters)     1256.33  (feet) COMP
 AH8232  MODELED GRAVITY -    980,617.9   (mgal)                       NAVD 88
 AH8232
 AH8232  HORZ ORDER      -  FIRST
 AH8232  VERT ORDER      -  SECOND    CLASS I
 AH8232  ELLP ORDER      -  THIRD     CLASS II
 AH8232
 AH8232.The horizontal coordinates were established by GPS observations
 AH8232.and adjusted by the National Geodetic Survey in August 2010.
 AH8232
 AH8232.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8232.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8232
 AH8232.The horizontal coordinates are valid at the epoch date displayed above
 AH8232.which is a decimal equivalence of Year/Month/Day.
 AH8232
 AH8232.The orthometric height was determined by differential leveling and
 AH8232.adjusted in August 2004.
 AH8232
 AH8232.Photographs are available for this station.
 AH8232
 AH8232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8232
 AH8232.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8232
 AH8232.The ellipsoidal height was determined by GPS observations
 AH8232.and is referenced to NAD 83.
 AH8232
 AH8232.The dynamic height is computed by dividing the NAVD 88
 AH8232.geopotential number by the normal gravity value computed on the
 AH8232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8232.degrees latitude (g = 980.6199 gals.).
 AH8232
 AH8232.The modeled gravity was interpolated from observed gravity values.
 AH8232
 AH8232. The following values were computed from the NAD 83(2007) position.
 AH8232
 AH8232;                    North         East     Units Scale Factor Converg.
 AH8232;SPC MN C     -   216,541.233   822,834.832   MT  0.99993448   +0 12 48.4
 AH8232;SPC MN C     -   710,435.70  2,699,583.94   sFT  0.99993448   +0 12 48.4
 AH8232;UTM  15      - 5,099,841.673   426,120.984   MT  0.99966710   -0 41 15.1
 AH8232
 AH8232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8232!SPC MN C     -   0.99994420  x   0.99993448  =   0.99987868
 AH8232!UTM  15      -   0.99994420  x   0.99966710  =   0.99961132
 AH8232
 AH8232                          SUPERSEDED SURVEY CONTROL
 AH8232
 AH8232  NAD 83(1996)-  46 02 53.37574(N)    093 57 17.78809(W) AD(       ) 1
 AH8232  ELLIP H (01/20/06)  356.010  (m)                       GP(       ) 3 2
 AH8232  NAVD 88 (01/20/06)  382.93   (m)         1256.3    (f) LEVELING    3  
 AH8232
 AH8232.Superseded values are not recommended for survey control.
 AH8232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8232.See file dsdata.txt to determine how the superseded data were derived.
 AH8232
 AH8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2612099841(NAD 83)
 AH8232
 AH8232_MARKER: DV = VERTICAL CONTROL DISK
 AH8232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8232_STAMPING: 4906 M 1993
 AH8232_MARK LOGO: MNDT  
 AH8232_PROJECTION: RECESSED 8 CENTIMETERS
 AH8232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8232+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8232_ROD/PIPE-DEPTH: 16.8 meters
 AH8232
 AH8232  HISTORY     - Date     Condition        Report By
 AH8232  HISTORY     - 1993     MONUMENTED       MNDT
 AH8232  HISTORY     - 20050616 GOOD             MNDT
 AH8232
 AH8232                          STATION DESCRIPTION
 AH8232
 AH8232'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8232'THE MARK IS LOCATED ABOUT 5.25 MI (8.45 KM) ENE OF LASTRUP, 5.25 MI
 AH8232'(8.45 KM) ENE ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23 IN
 AH8232'LASTRUP, AT TH 27 MP 160.4, 92.0 FT (28.0 M) SOUTH OF TH 27, 5.0 FT
 AH8232'(1.5 M) EAST OF AN ENT, 16.8 FT (5.1 M) SOUTH OF A FENCE COR, 1.0 FT
 AH8232'(0.3 M) WEST OF A FENCE LINE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AH8232
 AH8232                          STATION RECOVERY (2005)
 AH8232
 AH8232'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8232'5.25 MILES EAST-NORTHEAST OF LASTRUP, 5.25 MILES EAST-NORTHEAST OF JUN
 AH8232'CTION OF TRUNK HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK
 AH8232'HIGHWAY 27 MILEPOINT 160.4, 92.0 FEET SOUTH OF TRUNK HIGHWAY 27, 5.0
 AH8232'FEET EAST OF ENTRANCE, 16.8 FEET SOUTH OF FENCE CORNER, 1.0 FEET WEST
 AH8232'OF FENCELINE, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8233 ***********************************************************************
 AH8233  DESIGNATION -  4906 N
 AH8233  PID         -  AH8233
 AH8233  STATE/COUNTY-  MN/MORRISON
 AH8233  COUNTRY     -  US
 AH8233  USGS QUAD   -  HILLMAN (1968)
 AH8233
 AH8233                         *CURRENT SURVEY CONTROL
 AH8233  ______________________________________________________________________
 AH8233* NAD 83(1986) POSITION- 46 02 50.1    (N) 093 58 03.8    (W)   HD_HELD2  
 AH8233* NAVD 88 ORTHO HEIGHT -   383.039  (meters)    1256.69  (feet) ADJUSTED  
 AH8233  ______________________________________________________________________
 AH8233  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 AH8233  DYNAMIC HEIGHT  -        383.045 (meters)     1256.71  (feet) COMP
 AH8233  MODELED GRAVITY -    980,618.8   (mgal)                       NAVD 88
 AH8233
 AH8233  VERT ORDER      -  SECOND    CLASS I
 AH8233
 AH8233.The horizontal coordinates were established by autonomous hand held GPS
 AH8233.observations and have an estimated accuracy of +/- 10 meters.
 AH8233.
 AH8233.The orthometric height was determined by differential leveling and
 AH8233.adjusted in August 2004.
 AH8233
 AH8233.Photographs are available for this station.
 AH8233
 AH8233.The dynamic height is computed by dividing the NAVD 88
 AH8233.geopotential number by the normal gravity value computed on the
 AH8233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8233.degrees latitude (g = 980.6199 gals.).
 AH8233
 AH8233.The modeled gravity was interpolated from observed gravity values.
 AH8233
 AH8233;                    North         East    Units  Estimated Accuracy
 AH8233;SPC MN C     -   216,436.      821,846.      MT  (+/- 10 meters HH2 GPS)
 AH8233
 AH8233                          SUPERSEDED SURVEY CONTROL
 AH8233
 AH8233.No superseded survey control is available for this station.
 AH8233
 AH8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2513099752(NAD 83)
 AH8233
 AH8233_MARKER: DV = VERTICAL CONTROL DISK
 AH8233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8233_STAMPING: 4906 N 1993
 AH8233_MARK LOGO: MNDT  
 AH8233_PROJECTION: RECESSED 8 CENTIMETERS
 AH8233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8233+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8233_ROD/PIPE-DEPTH:  3.0 meters
 AH8233
 AH8233  HISTORY     - Date     Condition        Report By
 AH8233  HISTORY     - 1993     MONUMENTED       MNDT
 AH8233  HISTORY     - 20050616 GOOD             MNDT
 AH8233
 AH8233                          STATION DESCRIPTION
 AH8233
 AH8233'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8233'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) ENE OF LASTRUP, 4.5 MI (7.2
 AH8233'KM) ENE ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23 IN LASTRUP, AT
 AH8233'TH 27 MP 159.75, 72.0 FT (21.9 M) NW OF TH 27, 37.5 FT (11.4 M) WEST
 AH8233'OF CO RD 269, 1.6 FT (0.5 M) SOUTH OF A P-POLE, 3.3 FT (1.0 M) SOUTH
 AH8233'OF A FENCE COR, AND 1.0 FT (0.3 M) SE OF A WIT POST.
 AH8233
 AH8233                          STATION RECOVERY (2005)
 AH8233
 AH8233'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8233'4.5 MILES EAST-NORTHEAST OF LASTRUP, 4.5 MILES EAST-NORTHEAST OF
 AH8233'JUNCTION OF TRUNK HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT
 AH8233'TRUNK HIGHWAY 27 MILEPOINT 159.75, 72.0 FEET NORTHWEST OF TRUNK
 AH8233'HIGHWAY 27, 37.5 FEET WEST OF COUNTY ROAD 269, 1.6 FEET SOUTH OF POWER
 AH8233'POLE, 3.3 FEET SOUTH OF FENCE CORNER, 1.0 FEET SOUTHEAST OF WITNESS
 AH8233'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8234 ***********************************************************************
 AH8234  DESIGNATION -  4906 P
 AH8234  PID         -  AH8234
 AH8234  STATE/COUNTY-  MN/MORRISON
 AH8234  COUNTRY     -  US
 AH8234  USGS QUAD   -  HILLMAN (1968)
 AH8234
 AH8234                         *CURRENT SURVEY CONTROL
 AH8234  ______________________________________________________________________
 AH8234* NAD 83(2007) POSITION- 46 02 40.24458(N) 093 58 42.60238(W)   ADJUSTED  
 AH8234* NAD 83(2007) ELLIP HT-   347.816 (meters)        (08/05/10)   ADJUSTED
 AH8234* NAD 83(2007) EPOCH   -  2002.00
 AH8234* NAVD 88 ORTHO HEIGHT -   374.739  (meters)    1229.46  (feet) ADJUSTED  
 AH8234  ______________________________________________________________________
 AH8234  NAD 83(2007) X  -   -307,709.910 (meters)                     COMP
 AH8234  NAD 83(2007) Y  - -4,424,313.498 (meters)                     COMP
 AH8234  NAD 83(2007) Z  -  4,568,933.456 (meters)                     COMP
 AH8234  LAPLACE CORR    -         -3.29  (seconds)                    DEFLEC09
 AH8234  GEOID HEIGHT    -        -26.95  (meters)                     GEOID09
 AH8234  DYNAMIC HEIGHT  -        374.744 (meters)     1229.47  (feet) COMP
 AH8234  MODELED GRAVITY -    980,619.2   (mgal)                       NAVD 88
 AH8234
 AH8234  HORZ ORDER      -  FIRST
 AH8234  VERT ORDER      -  SECOND    CLASS I
 AH8234  ELLP ORDER      -  THIRD     CLASS II
 AH8234
 AH8234.The horizontal coordinates were established by GPS observations
 AH8234.and adjusted by the National Geodetic Survey in August 2010.
 AH8234
 AH8234.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8234.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8234
 AH8234.The horizontal coordinates are valid at the epoch date displayed above
 AH8234.which is a decimal equivalence of Year/Month/Day.
 AH8234
 AH8234.The orthometric height was determined by differential leveling and
 AH8234.adjusted in August 2004.
 AH8234
 AH8234.Photographs are available for this station.
 AH8234
 AH8234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8234
 AH8234.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8234
 AH8234.The ellipsoidal height was determined by GPS observations
 AH8234.and is referenced to NAD 83.
 AH8234
 AH8234.The dynamic height is computed by dividing the NAVD 88
 AH8234.geopotential number by the normal gravity value computed on the
 AH8234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8234.degrees latitude (g = 980.6199 gals.).
 AH8234
 AH8234.The modeled gravity was interpolated from observed gravity values.
 AH8234
 AH8234. The following values were computed from the NAD 83(2007) position.
 AH8234
 AH8234;                    North         East     Units Scale Factor Converg.
 AH8234;SPC MN C     -   216,129.301   821,012.952   MT  0.99993480   +0 11 47.0
 AH8234;SPC MN C     -   709,084.22  2,693,606.66   sFT  0.99993480   +0 11 47.0
 AH8234;UTM  15      - 5,099,458.539   424,293.338   MT  0.99967046   -0 42 16.0
 AH8234
 AH8234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8234!SPC MN C     -   0.99994548  x   0.99993480  =   0.99988028
 AH8234!UTM  15      -   0.99994548  x   0.99967046  =   0.99961595
 AH8234
 AH8234:                Primary Azimuth Mark                     Grid Az
 AH8234:SPC MN C     -  4906 Q                                   253 24 11.3
 AH8234:UTM  15      -  4906 Q                                   254 18 14.3
 AH8234
 AH8234|---------------------------------------------------------------------|
 AH8234| PID    Reference Object                     Distance      Geod. Az  |
 AH8234|                                                           dddmmss.s |
 AH8234| AH8235 4906 Q                              APPROX. 1.2 KM 2533558.3 |
 AH8234|---------------------------------------------------------------------|
 AH8234
 AH8234                          SUPERSEDED SURVEY CONTROL
 AH8234
 AH8234  NAD 83(1996)-  46 02 40.24434(N)    093 58 42.60175(W) AD(       ) 1
 AH8234  ELLIP H (01/20/06)  347.848  (m)                       GP(       ) 3 2
 AH8234  NAVD 88 (01/20/06)  374.74   (m)         1229.5    (f) LEVELING    3  
 AH8234
 AH8234.Superseded values are not recommended for survey control.
 AH8234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8234.See file dsdata.txt to determine how the superseded data were derived.
 AH8234
 AH8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2429399458(NAD 83)
 AH8234
 AH8234_MARKER: DV = VERTICAL CONTROL DISK
 AH8234_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8234_STAMPING: 4906 P 1993
 AH8234_MARK LOGO: MNDT  
 AH8234_PROJECTION: RECESSED 8 CENTIMETERS
 AH8234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8234+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8234_ROD/PIPE-DEPTH:  8.8 meters
 AH8234
 AH8234  HISTORY     - Date     Condition        Report By
 AH8234  HISTORY     - 1993     MONUMENTED       MNDT
 AH8234  HISTORY     - 20050616 GOOD             MNDT
 AH8234
 AH8234                          STATION DESCRIPTION
 AH8234
 AH8234'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8234'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) ENE OF LASTRUP, 4.0 MI (6.4
 AH8234'KM) ENE ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23 IN LASTRUP,
 AH8234'67.0 FT (20.4 M) NORTH OF TH 27 AT TH 27 MP 159.15, 138 FT (42.1 M)
 AH8234'WEST OF AN ENT, 2.0 FT (0.6 M) SOUTH OF A P-POLE, 7.7 FT (2.3 M) SOUTH
 AH8234'OF A FENCE LINE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AH8234
 AH8234                          STATION RECOVERY (2005)
 AH8234
 AH8234'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8234'4.0 MILES EAST-NORTHEAST OF LASTRUP, 4.0 MILES EAST-NORTHEAST OF JUNCT
 AH8234'ION OF TRUNK HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK H
 AH8234'IGHWAY 27 MILEPOINT 159.15, 67.0 FEET NORTH OF TRUNK HIGHWAY 27, 138 F
 AH8234'EET WEST OF ENTRANCE, 2.0 FEET SOUTH OF POWER POLE, 7.7 FEET SOUTH OF
 AH8234'FENCELINE, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8235 ***********************************************************************
 AH8235  DESIGNATION -  4906 Q
 AH8235  PID         -  AH8235
 AH8235  STATE/COUNTY-  MN/MORRISON
 AH8235  COUNTRY     -  US
 AH8235  USGS QUAD   -  HILLMAN (1968)
 AH8235
 AH8235                         *CURRENT SURVEY CONTROL
 AH8235  ______________________________________________________________________
 AH8235* NAD 83(2007) POSITION- 46 02 29.09065(N) 093 59 37.00339(W)   ADJUSTED  
 AH8235* NAD 83(2007) ELLIP HT-   371.478 (meters)        (08/05/10)   ADJUSTED
 AH8235* NAD 83(2007) EPOCH   -  2002.00
 AH8235* NAVD 88 ORTHO HEIGHT -   398.371  (meters)    1306.99  (feet) ADJUSTED  
 AH8235  ______________________________________________________________________
 AH8235  NAD 83(2007) X  -   -308,895.194 (meters)                     COMP
 AH8235  NAD 83(2007) Y  - -4,424,495.893 (meters)                     COMP
 AH8235  NAD 83(2007) Z  -  4,568,711.432 (meters)                     COMP
 AH8235  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC09
 AH8235  GEOID HEIGHT    -        -26.93  (meters)                     GEOID09
 AH8235  DYNAMIC HEIGHT  -        398.378 (meters)     1307.01  (feet) COMP
 AH8235  MODELED GRAVITY -    980,620.2   (mgal)                       NAVD 88
 AH8235
 AH8235  HORZ ORDER      -  FIRST
 AH8235  VERT ORDER      -  SECOND    CLASS I
 AH8235  ELLP ORDER      -  THIRD     CLASS II
 AH8235
 AH8235.The horizontal coordinates were established by GPS observations
 AH8235.and adjusted by the National Geodetic Survey in August 2010.
 AH8235
 AH8235.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8235.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8235
 AH8235.The horizontal coordinates are valid at the epoch date displayed above
 AH8235.which is a decimal equivalence of Year/Month/Day.
 AH8235
 AH8235.The orthometric height was determined by differential leveling and
 AH8235.adjusted in August 2004.
 AH8235
 AH8235.Photographs are available for this station.
 AH8235
 AH8235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8235
 AH8235.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8235
 AH8235.The ellipsoidal height was determined by GPS observations
 AH8235.and is referenced to NAD 83.
 AH8235
 AH8235.The dynamic height is computed by dividing the NAVD 88
 AH8235.geopotential number by the normal gravity value computed on the
 AH8235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8235.degrees latitude (g = 980.6199 gals.).
 AH8235
 AH8235.The modeled gravity was interpolated from observed gravity values.
 AH8235
 AH8235. The following values were computed from the NAD 83(2007) position.
 AH8235
 AH8235;                    North         East     Units Scale Factor Converg.
 AH8235;SPC MN C     -   215,781.043   819,844.511   MT  0.99993508   +0 11 07.7
 AH8235;SPC MN C     -   707,941.64  2,689,773.20   sFT  0.99993508   +0 11 07.7
 AH8235;UTM  15      - 5,099,128.780   423,119.875   MT  0.99967266   -0 42 55.0
 AH8235
 AH8235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8235!SPC MN C     -   0.99994177  x   0.99993508  =   0.99987685
 AH8235!UTM  15      -   0.99994177  x   0.99967266  =   0.99961445
 AH8235
 AH8235:                Primary Azimuth Mark                     Grid Az
 AH8235:SPC MN C     -  4906 P                                   073 24 11.4
 AH8235:UTM  15      -  4906 P                                   074 18 14.1
 AH8235
 AH8235|---------------------------------------------------------------------|
 AH8235| PID    Reference Object                     Distance      Geod. Az  |
 AH8235|                                                           dddmmss.s |
 AH8235| AH8234 4906 P                              APPROX. 1.2 KM 0733519.1 |
 AH8235| AB9998 4906 R                              APPROX. 1.2 KM 2675842.1 |
 AH8235|---------------------------------------------------------------------|
 AH8235
 AH8235                          SUPERSEDED SURVEY CONTROL
 AH8235
 AH8235  NAD 83(1996)-  46 02 29.09028(N)    093 59 37.00289(W) AD(       ) 1
 AH8235  ELLIP H (01/20/06)  371.512  (m)                       GP(       ) 3 2
 AH8235  NAVD 88 (01/20/06)  398.38   (m)         1307.0    (f) LEVELING    3  
 AH8235
 AH8235.Superseded values are not recommended for survey control.
 AH8235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8235.See file dsdata.txt to determine how the superseded data were derived.
 AH8235
 AH8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2311999128(NAD 83)
 AH8235
 AH8235_MARKER: DV = VERTICAL CONTROL DISK
 AH8235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8235_STAMPING: 4906 Q 1993
 AH8235_MARK LOGO: MNDT  
 AH8235_PROJECTION: FLUSH
 AH8235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8235+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8235_ROD/PIPE-DEPTH:  4.6 meters
 AH8235
 AH8235  HISTORY     - Date     Condition        Report By
 AH8235  HISTORY     - 1993     MONUMENTED       MNDT
 AH8235  HISTORY     - 20050616 GOOD             MNDT
 AH8235
 AH8235                          STATION DESCRIPTION
 AH8235
 AH8235'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8235'THE MARK IS LOCATED ABOUT 3.25 MI (5.23 KM) EAST OF LASTRUP, 3.25 MI
 AH8235'(5.23 KM) ENE ALONG TH 27 FROM THE JCT OF TH 27 AND CO RD 23 IN
 AH8235'LASTRUP, 74.0 FT (22.6 M) NORTH OF TH 27 AT TH 27 MP 158.4, 24.0 FT
 AH8235'(7.3 M) WEST OF AN ENT, 2.1 FT (0.6 M) NORTH OF A P-POLE, AND 2.3 FT
 AH8235'(0.7 M) NW OF A WIT POST.
 AH8235
 AH8235                          STATION RECOVERY (2005)
 AH8235
 AH8235'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8235'3.25 MILES EAST OF LASTRUP, 3.25 MILES EAST-NORTHEAST OF JUNCTION OF T
 AH8235'RUNK HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK HIGHWAY 2
 AH8235'7 MILEPOINT 158.4, 74.0 FEET NORTH OF TRUNK HIGHWAY 27, 24.0 FEET WEST
 AH8235'OF ENTRANCE, 2.1 FEET NORTH OF POWER POLE, 2.3 FEET NORTHWEST OF WITN
 AH8235'ESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB9998 ***********************************************************************
 AB9998  CBN         -  This is a Cooperative Base Network Control Station.
 AB9998  DESIGNATION -  4906 R
 AB9998  PID         -  AB9998
 AB9998  STATE/COUNTY-  MN/MORRISON
 AB9998  COUNTRY     -  US
 AB9998  USGS QUAD   -  LASTRUP (1981)
 AB9998
 AB9998                         *CURRENT SURVEY CONTROL
 AB9998  ______________________________________________________________________
 AB9998* NAD 83(2007) POSITION- 46 02 27.71547(N) 094 00 32.79169(W)   ADJUSTED  
 AB9998* NAD 83(2007) ELLIP HT-   372.049 (meters)        (02/10/07)   ADJUSTED
 AB9998* NAD 83(2007) EPOCH   -  2002.00
 AB9998* NAVD 88 ORTHO HEIGHT -   398.938  (meters)    1308.85  (feet) ADJUSTED  
 AB9998  ______________________________________________________________________
 AB9998  NAD 83(2007) X  -   -310,094.038 (meters)                     COMP
 AB9998  NAD 83(2007) Y  - -4,424,443.070 (meters)                     COMP
 AB9998  NAD 83(2007) Z  -  4,568,682.368 (meters)                     COMP
 AB9998  LAPLACE CORR    -         -3.08  (seconds)                    DEFLEC09
 AB9998  GEOID HEIGHT    -        -26.91  (meters)                     GEOID09
 AB9998  DYNAMIC HEIGHT  -        398.946 (meters)     1308.88  (feet) COMP
 AB9998  MODELED GRAVITY -    980,621.4   (mgal)                       NAVD 88
 AB9998
 AB9998  VERT ORDER      -  SECOND    CLASS I
 AB9998
 AB9998  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9998  Type                                         Horiz  Ellip  Dist(km)
 AB9998  -------------------------------------------------------------------
 AB9998  NETWORK                                       0.28   0.37
 AB9998  -------------------------------------------------------------------
 AB9998  MEDIAN LOCAL ACCURACY AND DIST (040 points)   0.38   0.49     55.29
 AB9998  -------------------------------------------------------------------
 AB9998  NOTE: Click here for information on individual local accuracy
 AB9998  values and other accuracy information.
 AB9998
 AB9998
 AB9998.The horizontal coordinates were established by GPS observations
 AB9998.and adjusted by the National Geodetic Survey in February 2007.
 AB9998
 AB9998.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9998.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9998
 AB9998.The horizontal coordinates are valid at the epoch date displayed above
 AB9998.which is a decimal equivalence of Year/Month/Day.
 AB9998
 AB9998.The orthometric height was determined by differential leveling and
 AB9998.adjusted in August 2004.
 AB9998
 AB9998.Photographs are available for this station.
 AB9998
 AB9998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9998
 AB9998.The Laplace correction was computed from DEFLEC09 derived deflections.
 AB9998
 AB9998.The ellipsoidal height was determined by GPS observations
 AB9998.and is referenced to NAD 83.
 AB9998
 AB9998.The dynamic height is computed by dividing the NAVD 88
 AB9998.geopotential number by the normal gravity value computed on the
 AB9998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9998.degrees latitude (g = 980.6199 gals.).
 AB9998
 AB9998.The modeled gravity was interpolated from observed gravity values.
 AB9998
 AB9998. The following values were computed from the NAD 83(2007) position.
 AB9998
 AB9998;                    North         East     Units Scale Factor Converg.
 AB9998;SPC MN C     -   215,734.822   818,645.190   MT  0.99993511   +0 10 27.3
 AB9998;SPC MN C     -   707,790.00  2,685,838.43   sFT  0.99993511   +0 10 27.3
 AB9998;UTM  15      - 5,099,101.425   421,920.289   MT  0.99967494   -0 43 35.1
 AB9998
 AB9998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9998!SPC MN C     -   0.99994168  x   0.99993511  =   0.99987679
 AB9998!UTM  15      -   0.99994168  x   0.99967494  =   0.99961664
 AB9998
 AB9998:                Primary Azimuth Mark                     Grid Az
 AB9998:SPC MN C     -  4906 Q                                   087 47 34.6
 AB9998:UTM  15      -  4906 Q                                   088 41 37.0
 AB9998
 AB9998|---------------------------------------------------------------------|
 AB9998| PID    Reference Object                     Distance      Geod. Az  |
 AB9998|                                                           dddmmss.s |
 AB9998| AH8235 4906 Q                              APPROX. 1.2 KM 0875801.9 |
 AB9998|---------------------------------------------------------------------|
 AB9998
 AB9998                          SUPERSEDED SURVEY CONTROL
 AB9998
 AB9998  NAD 83(1996)-  46 02 27.71504(N)    094 00 32.79125(W) AD(       ) B
 AB9998  ELLIP H (01/15/97)  372.087  (m)                       GP(       ) 4 1
 AB9998  NAVD 88 (05/10/02)  398.94   (m)         1308.9    (f) LEVELING    3  
 AB9998  NAVD 88 (01/15/97)  399.0    (m)  GEOID96 model used   GPS OBS        
 AB9998
 AB9998.Superseded values are not recommended for survey control.
 AB9998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9998.See file dsdata.txt to determine how the superseded data were derived.
 AB9998
 AB9998_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2192099101(NAD 83)
 AB9998
 AB9998_MARKER: DD = SURVEY DISK
 AB9998_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB9998_STAMPING: 4906 R 1993
 AB9998_MARK LOGO: MNDT  
 AB9998_PROJECTION: RECESSED 8 CENTIMETERS
 AB9998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB9998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9998+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 AB9998_ROD/PIPE-DEPTH:  3.0 meters
 AB9998
 AB9998  HISTORY     - Date     Condition        Report By
 AB9998  HISTORY     - 1993     MONUMENTED       MNDT
 AB9998  HISTORY     - 19930722 GOOD             MNDT
 AB9998  HISTORY     - 19941116 GOOD             MNDT
 AB9998  HISTORY     - 19990520 GOOD             MNDT
 AB9998  HISTORY     - 20000817 GOOD             MNDT
 AB9998  HISTORY     - 20000927 GOOD             MNDT
 AB9998  HISTORY     - 20031002 GOOD             MNDT
 AB9998  HISTORY     - 20040902 GOOD             MNDT
 AB9998  HISTORY     - 20050516 GOOD             MNDT
 AB9998
 AB9998                          STATION DESCRIPTION
 AB9998
 AB9998'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AB9998'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF LASTRUP, 2.5 MI (4.0
 AB9998'KM) EAST OF THE JCT OF TH 27 EAST AND CO RD 23 IN LASTRUP, AT TH 27 MP
 AB9998'157.65, 73.5 FT (22.4 M) SOUTH OF TH 27, 39.0 FT (11.9 M) EAST OF AN
 AB9998'ENT, 28.6 FT (8.7 M) EAST OF A FENCE COR, 1.8 FT (0.5 M) NORTH OF A
 AB9998'FENCE LINE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AB9998
 AB9998                          STATION RECOVERY (1994)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 AB9998'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT
 AB9998'2-1/2 MI EAST OF THE TOWN OF LASTRUP IN THE NE 1/4 OF SECTION 16,
 AB9998'T41N, R29W.  TO REACH THE MARK FROM THE JCT OF TH 27 EAST AND CO RD 23
 AB9998'IN LASTRUP, GO EAST FOR 2.5 MI (4.0 KM) ALONG TH 27 TO TH 27 MP 157.65
 AB9998'AND THE MARK ON THE RIGHT.  THE MARK, A DISK SET ON A 10 FT (3.0 M)
 AB9998'LONG DRIVEN ALUMINUM ROD, IS 73.5 FT (22.4 M) SOUTH OF TH 27, 39.0 FT
 AB9998'(11.9 M) EAST OF AN ENT, 28.6 FT (8.7 M) EAST OF A FENCE COR, 1.8 FT
 AB9998'(0.5 M) NORTH OF A FENCELINE, AND 1.0 FT (0.3 M) NORTH OF A WIT POST.
 AB9998'RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY D.J.E.
 AB9998
 AB9998                          STATION RECOVERY (1999)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 AB9998'RECOVERED AS DESRIBED. RECESSED 3 INCHES.
 AB9998
 AB9998                          STATION RECOVERY (2000)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 AB9998'RECOVERED AS DESCRIBED.
 AB9998
 AB9998                          STATION RECOVERY (2000)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AB9998'THE MARK WAS RECOVERED AS DESCRIBED.  RECESSED 3 INCHES, GPSABLE,
 AB9998'MAGNETIC.
 AB9998
 AB9998                          STATION RECOVERY (2003)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MPP)
 AB9998'2.5 MILES EAST OF LASTRUP, 2.5 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 AB9998'27 EAST AND COUNTY ROAD 23 IN LASTRUP, 73.5 FEET SOUTH OF TRUNK
 AB9998'HIGHWAY 27, AT TRUNK HIGHWAY 27 MILEPOINT 157.65, 39.0 FEET EAST OF
 AB9998'ENTRANCE, 28.6 FEET EAST OF FENCE CORNER, 1.8 FEET NORTH OF FENCELINE,
 AB9998'1.0 FEET NORTH OF WITNESS POST
 AB9998
 AB9998                          STATION RECOVERY (2004)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (CB)
 AB9998'2.5 MILES EAST OF LASTRUP, 2.5 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 AB9998'27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK HIGHWAY 27 MILEPOINT
 AB9998'157.65, 73.5 FEET SOUTH OF TRUNK HIGHWAY 27, 39.0 FEET EAST OF
 AB9998'ENTRANCE, 28.6 FEET EAST OF FENCE CORNER, 1.8 FEET NORTH OF FENCELINE,
 AB9998'1.0 FEET NORTH OF WITNESS POST
 AB9998
 AB9998                          STATION RECOVERY (2005)
 AB9998
 AB9998'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AB9998'2.5 MILES EAST OF LASTRUP, 2.5 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 AB9998'27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK HIGHWAY 27 MILEPOINT
 AB9998'157.65, 73.5 FEET SOUTH OF TRUNK HIGHWAY 27, 39.0 FEET EAST OF ENTRANC
 AB9998'E, 28.6 FEET EAST OF FENCE CORNER, 1.8 FEET NORTH OF FENCELINE, 1.0 FE
 AB9998'ET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8236 ***********************************************************************
 AH8236  DESIGNATION -  4906 S
 AH8236  PID         -  AH8236
 AH8236  STATE/COUNTY-  MN/MORRISON
 AH8236  COUNTRY     -  US
 AH8236  USGS QUAD   -  LASTRUP (1981)
 AH8236
 AH8236                         *CURRENT SURVEY CONTROL
 AH8236  ______________________________________________________________________
 AH8236* NAD 83(1986) POSITION- 46 02 26.6    (N) 094 01 11.5    (W)   HD_HELD2  
 AH8236* NAVD 88 ORTHO HEIGHT -   394.859  (meters)    1295.47  (feet) ADJUSTED  
 AH8236  ______________________________________________________________________
 AH8236  GEOID HEIGHT    -        -26.90  (meters)                     GEOID09
 AH8236  DYNAMIC HEIGHT  -        394.867 (meters)     1295.49  (feet) COMP
 AH8236  MODELED GRAVITY -    980,622.2   (mgal)                       NAVD 88
 AH8236
 AH8236  VERT ORDER      -  SECOND    CLASS I
 AH8236
 AH8236.The horizontal coordinates were established by autonomous hand held GPS
 AH8236.observations and have an estimated accuracy of +/- 10 meters.
 AH8236.
 AH8236.The orthometric height was determined by differential leveling and
 AH8236.adjusted in August 2004.
 AH8236
 AH8236.Photographs are available for this station.
 AH8236
 AH8236.The dynamic height is computed by dividing the NAVD 88
 AH8236.geopotential number by the normal gravity value computed on the
 AH8236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8236.degrees latitude (g = 980.6199 gals.).
 AH8236
 AH8236.The modeled gravity was interpolated from observed gravity values.
 AH8236
 AH8236;                    North         East    Units  Estimated Accuracy
 AH8236;SPC MN C     -   215,698.      817,813.      MT  (+/- 10 meters HH2 GPS)
 AH8236
 AH8236                          SUPERSEDED SURVEY CONTROL
 AH8236
 AH8236.No superseded survey control is available for this station.
 AH8236
 AH8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL2108799077(NAD 83)
 AH8236
 AH8236_MARKER: DV = VERTICAL CONTROL DISK
 AH8236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8236_STAMPING: 4906 S 1993
 AH8236_MARK LOGO: MNDT  
 AH8236_PROJECTION: FLUSH
 AH8236_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8236+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8236_ROD/PIPE-DEPTH:  3.0 meters
 AH8236
 AH8236  HISTORY     - Date     Condition        Report By
 AH8236  HISTORY     - 1993     MONUMENTED       MNDT
 AH8236  HISTORY     - 20050615 GOOD             MNDT
 AH8236
 AH8236                          STATION DESCRIPTION
 AH8236
 AH8236'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8236'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) EAST OF LASTRUP, 2.0 MI (3.2
 AH8236'KM) EAST OF THE JCT OF TH 27 EAST AND CO RD 23 IN LASTRUP, 175 FT
 AH8236'(53.3 M) SOUTH OF TH 27 AT TH 27 MP 157.1, 50.0 FT (15.2 M) WEST OF CO
 AH8236'RD 267, 1.5 FT (0.5 M) NORTH OF A P-POLE, AND 1.0 FT (0.3 M) NORTH OF
 AH8236'A WIT POST.
 AH8236
 AH8236                          STATION RECOVERY (2005)
 AH8236
 AH8236'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8236'2.0 MILES EAST OF LASTRUP, 2.0 MILES EAST OF JUNCTION OF TRUNK HIGHWAY
 AH8236'27 EAST AND COUNTY ROAD 23 IN LASTRUP,  AT TRUNK HIGHWAY 27 MILEPOINT
 AH8236'157.1, 175 FEET SOUTH OF TRUNK HIGHWAY 27, 50.0 FEET WEST OF COUNTY
 AH8236'ROAD 267, 1.5 FEET NORTH OF POWER POLE, 1.0 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8237 ***********************************************************************
 AH8237  DESIGNATION -  4906 T
 AH8237  PID         -  AH8237
 AH8237  STATE/COUNTY-  MN/MORRISON
 AH8237  COUNTRY     -  US
 AH8237  USGS QUAD   -  LASTRUP (1981)
 AH8237
 AH8237                         *CURRENT SURVEY CONTROL
 AH8237  ______________________________________________________________________
 AH8237* NAD 83(1986) POSITION- 46 02 26.2    (N) 094 02 24.6    (W)   HD_HELD2  
 AH8237* NAVD 88 ORTHO HEIGHT -   385.088  (meters)    1263.41  (feet) ADJUSTED  
 AH8237  ______________________________________________________________________
 AH8237  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 AH8237  DYNAMIC HEIGHT  -        385.096 (meters)     1263.44  (feet) COMP
 AH8237  MODELED GRAVITY -    980,623.7   (mgal)                       NAVD 88
 AH8237
 AH8237  VERT ORDER      -  SECOND    CLASS I
 AH8237
 AH8237.The horizontal coordinates were established by autonomous hand held GPS
 AH8237.observations and have an estimated accuracy of +/- 10 meters.
 AH8237.
 AH8237.The orthometric height was determined by differential leveling and
 AH8237.adjusted in August 2004.
 AH8237
 AH8237.Photographs are available for this station.
 AH8237
 AH8237.The dynamic height is computed by dividing the NAVD 88
 AH8237.geopotential number by the normal gravity value computed on the
 AH8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8237.degrees latitude (g = 980.6199 gals.).
 AH8237
 AH8237.The modeled gravity was interpolated from observed gravity values.
 AH8237
 AH8237;                    North         East    Units  Estimated Accuracy
 AH8237;SPC MN C     -   215,681.      816,241.      MT  (+/- 10 meters HH2 GPS)
 AH8237
 AH8237                          SUPERSEDED SURVEY CONTROL
 AH8237
 AH8237.No superseded survey control is available for this station.
 AH8237
 AH8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1951699085(NAD 83)
 AH8237
 AH8237_MARKER: DV = VERTICAL CONTROL DISK
 AH8237_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8237_STAMPING: 4906 T 1993
 AH8237_MARK LOGO: MNDT  
 AH8237_PROJECTION: RECESSED 8 CENTIMETERS
 AH8237_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8237+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8237_ROD/PIPE-DEPTH:  4.6 meters
 AH8237
 AH8237  HISTORY     - Date     Condition        Report By
 AH8237  HISTORY     - 1993     MONUMENTED       MNDT
 AH8237  HISTORY     - 20050615 GOOD             MNDT
 AH8237
 AH8237                          STATION DESCRIPTION
 AH8237
 AH8237'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8237'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST OF LASTRUP, 1.05 MI
 AH8237'(1.69 KM) EAST OF THE JCT OF TH 27 EAST AND CO RD 23 IN LASTRUP, 150
 AH8237'FT (45.7 M) SOUTH OF TH 27 AT TH 27 MP 156.15, 33.5 FT (10.2 M) EAST
 AH8237'OF A GRAVEL RD, 1.7 FT (0.5 M) NORTH OF A P-POLE, AND 2.0 FT (0.6 M)
 AH8237'NORTH OF A WIT POST.
 AH8237
 AH8237                          STATION RECOVERY (2005)
 AH8237
 AH8237'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8237'1.0 MILES EAST OF LASTRUP, 1.05 MILES EAST OF JUNCTION OF TRUNK
 AH8237'HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP, AT TRUNK HIGHWAY 27
 AH8237'MILEPOINT 156.15, 150 FEET SOUTH OF TRUNK HIGHWAY 27, 33.5 FEET EAST
 AH8237'OF GRAVEL ROAD, 1.7 FEET NORTH OF POWER POLE NUMBER 139, 2.0 FEET
 AH8237'NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8238 ***********************************************************************
 AH8238  DESIGNATION -  4906 U
 AH8238  PID         -  AH8238
 AH8238  STATE/COUNTY-  MN/MORRISON
 AH8238  COUNTRY     -  US
 AH8238  USGS QUAD   -  LASTRUP (1981)
 AH8238
 AH8238                         *CURRENT SURVEY CONTROL
 AH8238  ______________________________________________________________________
 AH8238* NAD 83(1986) POSITION- 46 02 26.6    (N) 094 03 24.5    (W)   HD_HELD2  
 AH8238* NAVD 88 ORTHO HEIGHT -   380.524  (meters)    1248.44  (feet) ADJUSTED  
 AH8238  ______________________________________________________________________
 AH8238  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AH8238  DYNAMIC HEIGHT  -        380.533 (meters)     1248.47  (feet) COMP
 AH8238  MODELED GRAVITY -    980,625.0   (mgal)                       NAVD 88
 AH8238
 AH8238  VERT ORDER      -  SECOND    CLASS I
 AH8238
 AH8238.The horizontal coordinates were established by autonomous hand held GPS
 AH8238.observations and have an estimated accuracy of +/- 10 meters.
 AH8238.
 AH8238.The orthometric height was determined by differential leveling and
 AH8238.adjusted in August 2004.
 AH8238
 AH8238.Photographs are available for this station.
 AH8238
 AH8238.The dynamic height is computed by dividing the NAVD 88
 AH8238.geopotential number by the normal gravity value computed on the
 AH8238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8238.degrees latitude (g = 980.6199 gals.).
 AH8238
 AH8238.The modeled gravity was interpolated from observed gravity values.
 AH8238
 AH8238;                    North         East    Units  Estimated Accuracy
 AH8238;SPC MN C     -   215,690.      814,954.      MT  (+/- 10 meters HH2 GPS)
 AH8238
 AH8238                          SUPERSEDED SURVEY CONTROL
 AH8238
 AH8238.No superseded survey control is available for this station.
 AH8238
 AH8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1822999114(NAD 83)
 AH8238
 AH8238_MARKER: DV = VERTICAL CONTROL DISK
 AH8238_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8238_STAMPING: 4906 U 1993
 AH8238_MARK LOGO: MNDT  
 AH8238_PROJECTION: RECESSED 5 CENTIMETERS
 AH8238_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8238+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8238_ROD/PIPE-DEPTH:  3.0 meters
 AH8238
 AH8238  HISTORY     - Date     Condition        Report By
 AH8238  HISTORY     - 1993     MONUMENTED       MNDT
 AH8238  HISTORY     - 20050615 GOOD             MNDT
 AH8238
 AH8238                          STATION DESCRIPTION
 AH8238
 AH8238'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8238'THE MARK IS LOCATED ABOUT 0.25 MI (0.40 KM) EAST OF LASTRUP, 0.25 MI
 AH8238'(0.40 KM) EAST OF THE JCT OF TH 27 EAST AND CO RD 23 IN LASTRUP, 62.0
 AH8238'FT (18.9 M) SOUTH OF TH 27 AT TH 27 MP 155.35, 15.0 FT (4.6 M) EAST OF
 AH8238'AN ENT, 1.5 FT (0.5 M) NORTH OF A P-POLE, 31.5 FT (9.6 M) SSW OF A
 AH8238'FENCE COR, AND 1.5 FT (0.5 M) NORTH OF A WIT POST.
 AH8238
 AH8238                          STATION RECOVERY (2005)
 AH8238
 AH8238'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8238'0.25 MILES EAST OF LASTRUP, 0.25 MILES EAST OF JUNCTION OF TRUNK
 AH8238'HIGHWAY 27 EAST AND COUNTY ROAD 23 IN LASTRUP,  AT TRUNK HIGHWAY 27
 AH8238'MILEPOINT 155.35, 62.0 FEET SOUTH OF TRUNK HIGHWAY 27, 15.0 FEET EAST
 AH8238'OF ENTRANCE, 1.5 FEET NORTH OF POWER POLE, 31.5 FEET SOUTH-SOUTHWEST
 AH8238'OF FENCE CORNER, 1.5 FEET NORTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8239 ***********************************************************************
 AH8239  DESIGNATION -  4906 V
 AH8239  PID         -  AH8239
 AH8239  STATE/COUNTY-  MN/MORRISON
 AH8239  COUNTRY     -  US
 AH8239  USGS QUAD   -  LASTRUP (1981)
 AH8239
 AH8239                         *CURRENT SURVEY CONTROL
 AH8239  ______________________________________________________________________
 AH8239* NAD 83(1986) POSITION- 46 02 16.4    (N) 094 03 39.8    (W)   HD_HELD2  
 AH8239* NAVD 88 ORTHO HEIGHT -   378.991  (meters)    1243.41  (feet) ADJUSTED  
 AH8239  ______________________________________________________________________
 AH8239  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AH8239  DYNAMIC HEIGHT  -        378.999 (meters)     1243.43  (feet) COMP
 AH8239  MODELED GRAVITY -    980,624.9   (mgal)                       NAVD 88
 AH8239
 AH8239  VERT ORDER      -  SECOND    CLASS I
 AH8239
 AH8239.The horizontal coordinates were established by autonomous hand held GPS
 AH8239.observations and have an estimated accuracy of +/- 10 meters.
 AH8239.
 AH8239.The orthometric height was determined by differential leveling and
 AH8239.adjusted in August 2004.
 AH8239
 AH8239.Photographs are available for this station.
 AH8239
 AH8239.The dynamic height is computed by dividing the NAVD 88
 AH8239.geopotential number by the normal gravity value computed on the
 AH8239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8239.degrees latitude (g = 980.6199 gals.).
 AH8239
 AH8239.The modeled gravity was interpolated from observed gravity values.
 AH8239
 AH8239;                    North         East    Units  Estimated Accuracy
 AH8239;SPC MN C     -   215,375.      814,625.      MT  (+/- 10 meters HH2 GPS)
 AH8239
 AH8239                          SUPERSEDED SURVEY CONTROL
 AH8239
 AH8239.No superseded survey control is available for this station.
 AH8239
 AH8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1789698804(NAD 83)
 AH8239
 AH8239_MARKER: DV = VERTICAL CONTROL DISK
 AH8239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8239_STAMPING: 4906 V 1993
 AH8239_MARK LOGO: MNDT  
 AH8239_PROJECTION: FLUSH
 AH8239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8239+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8239_ROD/PIPE-DEPTH:  4.0 meters
 AH8239
 AH8239  HISTORY     - Date     Condition        Report By
 AH8239  HISTORY     - 1993     MONUMENTED       MNDT
 AH8239  HISTORY     - 20050615 GOOD             MNDT
 AH8239
 AH8239                          STATION DESCRIPTION
 AH8239
 AH8239'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8239'THE MARK IS LOCATED IN LASTRUP, 300 FT (91.4 M) EAST OF TH 27 AT TH 27
 AH8239'MP 154.9, 20.0 FT (6.1 M) WEST OF A BIT RD, 1.6 FT (0.5 M) EAST OF A
 AH8239'P-POLE, 87.5 FT (26.7 M) NW OF A FLAG POLE, AND 2.0 FT (0.6 M) NE OF A
 AH8239'WIT POST.
 AH8239
 AH8239                          STATION RECOVERY (2005)
 AH8239
 AH8239'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8239'IN LASTRUP, AT TRUNK HIGHWAY 27 MILEPOINT 154.9, 300 FEET EAST OF
 AH8239'TRUNK HIGHWAY 27, 20.0 FEET WEST OF BITUMINOUS ROAD, 1.6 FEET EAST OF
 AH8239'POWER POLE, 87.5 FEET NORTHWEST OF FLAGPOLE, 2.0 FEET NORTHEAST OF
 AH8239'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8240 ***********************************************************************
 AH8240  DESIGNATION -  4906 W
 AH8240  PID         -  AH8240
 AH8240  STATE/COUNTY-  MN/MORRISON
 AH8240  COUNTRY     -  US
 AH8240  USGS QUAD   -  LASTRUP (1981)
 AH8240
 AH8240                         *CURRENT SURVEY CONTROL
 AH8240  ______________________________________________________________________
 AH8240* NAD 83(2007) POSITION- 46 01 35.78684(N) 094 03 42.28637(W)   ADJUSTED  
 AH8240* NAD 83(2007) ELLIP HT-   350.044 (meters)        (08/05/10)   ADJUSTED
 AH8240* NAD 83(2007) EPOCH   -  2002.00
 AH8240* NAVD 88 ORTHO HEIGHT -   376.878  (meters)    1236.47  (feet) ADJUSTED  
 AH8240  ______________________________________________________________________
 AH8240  NAD 83(2007) X  -   -314,239.286 (meters)                     COMP
 AH8240  NAD 83(2007) Y  - -4,425,292.242 (meters)                     COMP
 AH8240  NAD 83(2007) Z  -  4,567,553.385 (meters)                     COMP
 AH8240  LAPLACE CORR    -         -2.63  (seconds)                    DEFLEC09
 AH8240  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 AH8240  DYNAMIC HEIGHT  -        376.886 (meters)     1236.50  (feet) COMP
 AH8240  MODELED GRAVITY -    980,623.7   (mgal)                       NAVD 88
 AH8240
 AH8240  HORZ ORDER      -  FIRST
 AH8240  VERT ORDER      -  SECOND    CLASS I
 AH8240  ELLP ORDER      -  THIRD     CLASS II
 AH8240
 AH8240.The horizontal coordinates were established by GPS observations
 AH8240.and adjusted by the National Geodetic Survey in August 2010.
 AH8240
 AH8240.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8240.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8240
 AH8240.The horizontal coordinates are valid at the epoch date displayed above
 AH8240.which is a decimal equivalence of Year/Month/Day.
 AH8240
 AH8240.The orthometric height was determined by differential leveling and
 AH8240.adjusted in August 2004.
 AH8240
 AH8240.Photographs are available for this station.
 AH8240
 AH8240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8240
 AH8240.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8240
 AH8240.The ellipsoidal height was determined by GPS observations
 AH8240.and is referenced to NAD 83.
 AH8240
 AH8240.The dynamic height is computed by dividing the NAVD 88
 AH8240.geopotential number by the normal gravity value computed on the
 AH8240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8240.degrees latitude (g = 980.6199 gals.).
 AH8240
 AH8240.The modeled gravity was interpolated from observed gravity values.
 AH8240
 AH8240. The following values were computed from the NAD 83(2007) position.
 AH8240
 AH8240;                    North         East     Units Scale Factor Converg.
 AH8240;SPC MN C     -   214,120.567   814,574.827   MT  0.99993643   +0 08 10.2
 AH8240;SPC MN C     -   702,493.89  2,672,484.24   sFT  0.99993643   +0 08 10.2
 AH8240;UTM  15      - 5,097,551.738   417,826.112   MT  0.99968301   -0 45 50.9
 AH8240
 AH8240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8240!SPC MN C     -   0.99994513  x   0.99993643  =   0.99988156
 AH8240!UTM  15      -   0.99994513  x   0.99968301  =   0.99962815
 AH8240
 AH8240:                Primary Azimuth Mark                     Grid Az
 AH8240:SPC MN C     -  EGGS                                     183 32 15.2
 AH8240:UTM  15      -  EGGS                                     184 26 16.3
 AH8240
 AH8240|---------------------------------------------------------------------|
 AH8240| PID    Reference Object                     Distance      Geod. Az  |
 AH8240|                                                           dddmmss.s |
 AH8240| DH7807 EGGS                                APPROX. 0.6 KM 1834025.4 |
 AH8240|---------------------------------------------------------------------|
 AH8240
 AH8240                          SUPERSEDED SURVEY CONTROL
 AH8240
 AH8240  NAD 83(1996)-  46 01 35.78649(N)    094 03 42.28592(W) AD(       ) 1
 AH8240  ELLIP H (01/20/06)  350.080  (m)                       GP(       ) 3 2
 AH8240  NAVD 88 (01/20/06)  376.88   (m)         1236.5    (f) LEVELING    3  
 AH8240
 AH8240.Superseded values are not recommended for survey control.
 AH8240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8240.See file dsdata.txt to determine how the superseded data were derived.
 AH8240
 AH8240_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1782697551(NAD 83)
 AH8240
 AH8240_MARKER: DV = VERTICAL CONTROL DISK
 AH8240_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8240_STAMPING: 4906 W 1993
 AH8240_MARK LOGO: MNDT  
 AH8240_PROJECTION: FLUSH
 AH8240_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8240+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8240_ROD/PIPE-DEPTH:  3.4 meters
 AH8240
 AH8240  HISTORY     - Date     Condition        Report By
 AH8240  HISTORY     - 1993     MONUMENTED       MNDT
 AH8240  HISTORY     - 20050615 GOOD             MNDT
 AH8240
 AH8240                          STATION DESCRIPTION
 AH8240
 AH8240'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8240'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SOUTH OF LASTRUP, 3.0 MI
 AH8240'(4.8 KM) EAST OF THE NORTH JCT OF TH 27 AND TH 25, 114 FT (34.7 M)
 AH8240'EAST OF THE JCT OF TH 27 AND CO RD 23, AT TH 27 MP 154.1, 30.5 FT (9.3
 AH8240'M) NORTH OF A GRAVEL RD, 3.0 FT (0.9 M) WEST OF A P-POLE, AND 2.0 FT
 AH8240'(0.6 M) EAST OF A WIT POST.
 AH8240
 AH8240                          STATION RECOVERY (2005)
 AH8240
 AH8240'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8240'1.0 MILES SOUTH OF LASTRUP, 2.0 MILES EAST OF NORTH JUNCTION OF TRUNK
 AH8240'HIGHWAY 27 AND TRUNK HIGHWAY 25,  AT TRUNK HIGHWAY 27 MILEPOINT 154.1,
 AH8240'114 FEET EAST OF JUNCTION OF TRUNK HIGHWAY 27 AND COUNTY ROAD 23, 30.
 AH8240'5 FEET NORTH OF 183RD STREET, 3.0 FEET WEST OF POWER POLE, 2.0 FEET EA
 AH8240'ST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8241 ***********************************************************************
 AH8241  DESIGNATION -  4906 X
 AH8241  PID         -  AH8241
 AH8241  STATE/COUNTY-  MN/MORRISON
 AH8241  COUNTRY     -  US
 AH8241  USGS QUAD   -  LASTRUP (1981)
 AH8241
 AH8241                         *CURRENT SURVEY CONTROL
 AH8241  ______________________________________________________________________
 AH8241* NAD 83(1986) POSITION- 46 01 36.4    (N) 094 04 36.6    (W)   HD_HELD2  
 AH8241* NAVD 88 ORTHO HEIGHT -   377.799  (meters)    1239.50  (feet) ADJUSTED  
 AH8241  ______________________________________________________________________
 AH8241  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 AH8241  DYNAMIC HEIGHT  -        377.807 (meters)     1239.52  (feet) COMP
 AH8241  MODELED GRAVITY -    980,624.6   (mgal)                       NAVD 88
 AH8241
 AH8241  VERT ORDER      -  SECOND    CLASS I
 AH8241
 AH8241.The horizontal coordinates were established by autonomous hand held GPS
 AH8241.observations and have an estimated accuracy of +/- 10 meters.
 AH8241.
 AH8241.The orthometric height was determined by differential leveling and
 AH8241.adjusted in August 2004.
 AH8241
 AH8241.Photographs are available for this station.
 AH8241
 AH8241.The dynamic height is computed by dividing the NAVD 88
 AH8241.geopotential number by the normal gravity value computed on the
 AH8241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8241.degrees latitude (g = 980.6199 gals.).
 AH8241
 AH8241.The modeled gravity was interpolated from observed gravity values.
 AH8241
 AH8241;                    North         East    Units  Estimated Accuracy
 AH8241;SPC MN C     -   214,137.      813,407.      MT  (+/- 10 meters HH2 GPS)
 AH8241
 AH8241                          SUPERSEDED SURVEY CONTROL
 AH8241
 AH8241.No superseded survey control is available for this station.
 AH8241
 AH8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1665897586(NAD 83)
 AH8241
 AH8241_MARKER: DV = VERTICAL CONTROL DISK
 AH8241_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8241_STAMPING: 4906 X 1993
 AH8241_MARK LOGO: MNDT  
 AH8241_PROJECTION: FLUSH
 AH8241_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8241+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8241_ROD/PIPE-DEPTH:  4.6 meters
 AH8241
 AH8241  HISTORY     - Date     Condition        Report By
 AH8241  HISTORY     - 1993     MONUMENTED       MNDT
 AH8241  HISTORY     - 20050615 GOOD             MNDT
 AH8241
 AH8241                          STATION DESCRIPTION
 AH8241
 AH8241'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8241'THE MARK IS LOCATED ABOUT 1.0 MI (1.6 KM) SW OF LASTRUP, 1.3 MI (2.1
 AH8241'KM) EAST OF THE NORTH JCT OF TH 27 AND TH 25, 34.5 FT (10.5 M) NORTH
 AH8241'OF TH 27, AT TH 27 MP 153.4, 47.0 FT (14.3 M) EAST OF AN ENT, 2.0 FT
 AH8241'(0.6 M) EAST OF A P-POLE, AND 2.0 FT (0.6 M) NE OF A WIT POST.
 AH8241
 AH8241                          STATION RECOVERY (2005)
 AH8241
 AH8241'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8241'1.0 MILES SOUTHWEST OF LASTRUP, 1.3 MILES EAST OF NORTH JUNCTION OF
 AH8241'TRUNK HIGHWAY 27 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 27 MILEPOINT
 AH8241'153.4, 34.5 FEET NORTH OF TRUNK HIGHWAY 27, 47.0 FEET EAST OF
 AH8241'ENTRANCE, 2.0 FEET EAST OF POWER POLE, 2.0 FEET NORTHEAST OF WITNESS
 AH8241'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6776 ***********************************************************************
 DG6776  DESIGNATION -  4907 A
 DG6776  PID         -  DG6776
 DG6776  STATE/COUNTY-  MN/MORRISON
 DG6776  COUNTRY     -  US
 DG6776  USGS QUAD   -  FLENSBURG (1978)
 DG6776
 DG6776                         *CURRENT SURVEY CONTROL
 DG6776  ______________________________________________________________________
 DG6776* NAD 83(2007) POSITION- 45 56 56.97353(N) 094 37 07.64270(W)   ADJUSTED  
 DG6776* NAD 83(2007) ELLIP HT-   343.186 (meters)        (02/10/07)   ADJUSTED
 DG6776* NAD 83(2007) EPOCH   -  2002.00
 DG6776* NAVD 88 ORTHO HEIGHT -   369.810  (meters)    1213.29  (feet) ADJUSTED  
 DG6776  ______________________________________________________________________
 DG6776  NAD 83(2007) X  -   -357,745.708 (meters)                     COMP
 DG6776  NAD 83(2007) Y  - -4,428,194.651 (meters)                     COMP
 DG6776  NAD 83(2007) Z  -  4,561,566.890 (meters)                     COMP
 DG6776  LAPLACE CORR    -          1.50  (seconds)                    DEFLEC09
 DG6776  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DG6776  DYNAMIC HEIGHT  -        369.812 (meters)     1213.29  (feet) COMP
 DG6776  MODELED GRAVITY -    980,608.2   (mgal)                       NAVD 88
 DG6776
 DG6776  VERT ORDER      -  SECOND    CLASS I
 DG6776
 DG6776  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6776  Type                                         Horiz  Ellip  Dist(km)
 DG6776  -------------------------------------------------------------------
 DG6776  NETWORK                                       0.43   0.55
 DG6776  -------------------------------------------------------------------
 DG6776  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.41      2.82
 DG6776  -------------------------------------------------------------------
 DG6776  NOTE: Click here for information on individual local accuracy
 DG6776  values and other accuracy information.
 DG6776
 DG6776
 DG6776.The horizontal coordinates were established by GPS observations
 DG6776.and adjusted by the National Geodetic Survey in February 2007.
 DG6776
 DG6776.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6776.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6776
 DG6776.The horizontal coordinates are valid at the epoch date displayed above
 DG6776.which is a decimal equivalence of Year/Month/Day.
 DG6776
 DG6776.The orthometric height was determined by differential leveling and
 DG6776.adjusted in May 2009.
 DG6776
 DG6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6776
 DG6776.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6776
 DG6776.The ellipsoidal height was determined by GPS observations
 DG6776.and is referenced to NAD 83.
 DG6776
 DG6776.The dynamic height is computed by dividing the NAVD 88
 DG6776.geopotential number by the normal gravity value computed on the
 DG6776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6776.degrees latitude (g = 980.6199 gals.).
 DG6776
 DG6776.The modeled gravity was interpolated from observed gravity values.
 DG6776
 DG6776. The following values were computed from the NAD 83(2007) position.
 DG6776
 DG6776;                    North         East     Units Scale Factor Converg.
 DG6776;SPC MN C     -   205,561.880   771,407.873   MT  0.99994456   -0 16 00.4
 DG6776;SPC MN C     -   674,414.27  2,530,860.66   sFT  0.99994456   -0 16 00.4
 DG6776;UTM  15      - 5,089,672.755   374,539.148   MT  0.99979351   -1 09 49.0
 DG6776
 DG6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6776!SPC MN C     -   0.99994620  x   0.99994456  =   0.99989076
 DG6776!UTM  15      -   0.99994620  x   0.99979351  =   0.99973972
 DG6776
 DG6776:                Primary Azimuth Mark                     Grid Az
 DG6776:SPC MN C     -  4907 B                                   359 19 20.2
 DG6776:UTM  15      -  4907 B                                   000 13 08.8
 DG6776
 DG6776|---------------------------------------------------------------------|
 DG6776| PID    Reference Object                     Distance      Geod. Az  |
 DG6776|                                                           dddmmss.s |
 DG6776| DG6777 4907 B                              APPROX. 1.4 KM 3590319.8 |
 DG6776|---------------------------------------------------------------------|
 DG6776
 DG6776                          SUPERSEDED SURVEY CONTROL
 DG6776
 DG6776  NAD 83(1996)-  45 56 56.97337(N)    094 37 07.64243(W) AD(       ) 1
 DG6776  ELLIP H (07/30/04)  343.227  (m)                       GP(       ) 4 1
 DG6776  NAVD 88 (07/30/04)  369.81   (m)         1213.3    (f) LEVELING    3  
 DG6776
 DG6776.Superseded values are not recommended for survey control.
 DG6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6776.See file dsdata.txt to determine how the superseded data were derived.
 DG6776
 DG6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7453989672(NAD 83)
 DG6776
 DG6776_MARKER: DD = SURVEY DISK
 DG6776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6776_STAMPING: 4907 A 2002
 DG6776_MARK LOGO: MNDT  
 DG6776_PROJECTION: FLUSH
 DG6776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6776+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 DG6776_ROD/PIPE-DEPTH:  4.6 meters
 DG6776
 DG6776  HISTORY     - Date     Condition        Report By
 DG6776  HISTORY     - 2002     MONUMENTED       MNDT
 DG6776  HISTORY     - 20020605 GOOD             MNDT
 DG6776
 DG6776                          STATION DESCRIPTION
 DG6776
 DG6776'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6776'THE MARK IS 2.5 MI (4.0 KM) NE OF SWANVILLE, 2.55 MI (4.10 KM) NE
 DG6776'ALONG TH 28 FROM JCT OF TH 28 AND CO RD 12 TO WEST IN SWANVILLE, AT TH
 DG6776'28 MP 128.6, 72.2 FT (22.0 M) SE OF TH 28, 45 FT (13.7 M) SW OF 20TH
 DG6776'AVE, 11.9 FT (3.6 M) SSW OF FIBER OPTIC CABLE MARKER POST, 78 FT (23.8
 DG6776'M) SOUTH OF DRIVEWAY NO 13112, 2.3 FT (0.7 M) ESE OF WIT POST, FLUSH,
 DG6776'MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 15 FT.
 DG6776
 DG6776                          STATION RECOVERY (2002)
 DG6776
 DG6776'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG6776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG6777 ***********************************************************************
 DG6777  DESIGNATION -  4907 B
 DG6777  PID         -  DG6777
 DG6777  STATE/COUNTY-  MN/MORRISON
 DG6777  COUNTRY     -  US
 DG6777  USGS QUAD   -  FLENSBURG (1978)
 DG6777
 DG6777                         *CURRENT SURVEY CONTROL
 DG6777  ______________________________________________________________________
 DG6777* NAD 83(2007) POSITION- 45 57 42.86362(N) 094 37 08.72752(W)   ADJUSTED  
 DG6777* NAD 83(2007) ELLIP HT-   350.988 (meters)        (02/10/07)   ADJUSTED
 DG6777* NAD 83(2007) EPOCH   -  2002.00
 DG6777* NAVD 88 ORTHO HEIGHT -   377.619  (meters)    1238.91  (feet) ADJUSTED  
 DG6777  ______________________________________________________________________
 DG6777  NAD 83(2007) X  -   -357,687.414 (meters)                     COMP
 DG6777  NAD 83(2007) Y  - -4,427,182.987 (meters)                     COMP
 DG6777  NAD 83(2007) Z  -  4,562,557.578 (meters)                     COMP
 DG6777  LAPLACE CORR    -          1.63  (seconds)                    DEFLEC09
 DG6777  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DG6777  DYNAMIC HEIGHT  -        377.621 (meters)     1238.91  (feet) COMP
 DG6777  MODELED GRAVITY -    980,609.2   (mgal)                       NAVD 88
 DG6777
 DG6777  VERT ORDER      -  SECOND    CLASS I
 DG6777
 DG6777  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG6777  Type                                         Horiz  Ellip  Dist(km)
 DG6777  -------------------------------------------------------------------
 DG6777  NETWORK                                       0.34   0.43
 DG6777  -------------------------------------------------------------------
 DG6777  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.23   0.25      2.35
 DG6777  -------------------------------------------------------------------
 DG6777  NOTE: Click here for information on individual local accuracy
 DG6777  values and other accuracy information.
 DG6777
 DG6777
 DG6777.The horizontal coordinates were established by GPS observations
 DG6777.and adjusted by the National Geodetic Survey in February 2007.
 DG6777
 DG6777.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG6777.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG6777
 DG6777.The horizontal coordinates are valid at the epoch date displayed above
 DG6777.which is a decimal equivalence of Year/Month/Day.
 DG6777
 DG6777.The orthometric height was determined by differential leveling and
 DG6777.adjusted in May 2009.
 DG6777
 DG6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6777
 DG6777.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG6777
 DG6777.The ellipsoidal height was determined by GPS observations
 DG6777.and is referenced to NAD 83.
 DG6777
 DG6777.The dynamic height is computed by dividing the NAVD 88
 DG6777.geopotential number by the normal gravity value computed on the
 DG6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6777.degrees latitude (g = 980.6199 gals.).
 DG6777
 DG6777.The modeled gravity was interpolated from observed gravity values.
 DG6777
 DG6777. The following values were computed from the NAD 83(2007) position.
 DG6777
 DG6777;                    North         East     Units Scale Factor Converg.
 DG6777;SPC MN C     -   206,978.756   771,391.113   MT  0.99994310   -0 16 01.2
 DG6777;SPC MN C     -   679,062.80  2,530,805.68   sFT  0.99994310   -0 16 01.2
 DG6777;UTM  15      - 5,091,089.507   374,544.569   MT  0.99979349   -1 09 50.7
 DG6777
 DG6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6777!SPC MN C     -   0.99994498  x   0.99994310  =   0.99988808
 DG6777!UTM  15      -   0.99994498  x   0.99979349  =   0.99973848
 DG6777
 DG6777:                Primary Azimuth Mark                     Grid Az
 DG6777:SPC MN C     -  4907 A                                   179 19 20.2
 DG6777:UTM  15      -  4907 A                                   180 13 09.7
 DG6777
 DG6777|---------------------------------------------------------------------|
 DG6777| PID    Reference Object                     Distance      Geod. Az  |
 DG6777|                                                           dddmmss.s |
 DG6777| DG6776 4907 A                              APPROX. 1.4 KM 1790319.0 |
 DG6777|---------------------------------------------------------------------|
 DG6777
 DG6777                          SUPERSEDED SURVEY CONTROL
 DG6777
 DG6777  NAD 83(1996)-  45 57 42.86346(N)    094 37 08.72725(W) AD(       ) 1
 DG6777  ELLIP H (07/30/04)  351.029  (m)                       GP(       ) 4 1
 DG6777  NAVD 88 (07/30/04)  377.62   (m)         1238.9    (f) LEVELING    3  
 DG6777
 DG6777.Superseded values are not recommended for survey control.
 DG6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG6777.See file dsdata.txt to determine how the superseded data were derived.
 DG6777
 DG6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7454491089(NAD 83)
 DG6777
 DG6777_MARKER: DD = SURVEY DISK
 DG6777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG6777_STAMPING: 4907 B 2002
 DG6777_MARK LOGO: MNDT  
 DG6777_PROJECTION: FLUSH
 DG6777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG6777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6777+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 DG6777_ROD/PIPE-DEPTH:  6.7 meters
 DG6777
 DG6777  HISTORY     - Date     Condition        Report By
 DG6777  HISTORY     - 2002     MONUMENTED       MNDT
 DG6777  HISTORY     - 20020605 GOOD             MNDT
 DG6777
 DG6777                          STATION DESCRIPTION
 DG6777
 DG6777'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG6777'THE MARK IS 3.5 MI (5.6 KM) NE OF SWANVILLE, 1 MI (1.6 KM) SOUTH ALONG
 DG6777'TH 28 FROM JCT OF TH 28 AND TH 27 (4.5 MI NE OF SWANVILLE) , AT TH 28
 DG6777'MP 129.5, 105.5 FT (32.2 M) WEST OF TH 28, 29 FT (8.8 M) SOUTH OF
 DG6777'140TH ST, 71.3 FT (21.7 M) EAST OF P-POLE WITH TRANSFORMER, 80.2 FT
 DG6777'(24.4 M) SW OF CABLE PEDESTAL, 2.6 FT (0.8 M) WEST OF WIT POST, FLUSH
 DG6777', MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 22 FT.
 DG6777
 DG6777                          STATION RECOVERY (2002)
 DG6777
 DG6777'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG6777'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8448 ***********************************************************************
 DK8448  DESIGNATION -  4907 C
 DK8448  PID         -  DK8448
 DK8448  STATE/COUNTY-  MN/MORRISON
 DK8448  COUNTRY     -  US
 DK8448  USGS QUAD   -  SWANVILLE (1978)
 DK8448
 DK8448                         *CURRENT SURVEY CONTROL
 DK8448  ______________________________________________________________________
 DK8448* NAD 83(1986) POSITION- 45 56 29.70   (N) 094 37 51.80   (W)   HD_HELD1  
 DK8448* NAVD 88 ORTHO HEIGHT -   354.751  (meters)    1163.88  (feet) ADJUSTED  
 DK8448  ______________________________________________________________________
 DK8448  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DK8448  DYNAMIC HEIGHT  -        354.751 (meters)     1163.88  (feet) COMP
 DK8448  MODELED GRAVITY -    980,605.9   (mgal)                       NAVD 88
 DK8448
 DK8448  VERT ORDER      -  SECOND    CLASS I
 DK8448
 DK8448.The horizontal coordinates were scaled from a topographic map and have
 DK8448.an estimated accuracy of +/- 6 seconds.
 DK8448.
 DK8448.The orthometric height was determined by differential leveling and
 DK8448.adjusted in May 2009.
 DK8448
 DK8448.The dynamic height is computed by dividing the NAVD 88
 DK8448.geopotential number by the normal gravity value computed on the
 DK8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8448.degrees latitude (g = 980.6199 gals.).
 DK8448
 DK8448.The modeled gravity was interpolated from observed gravity values.
 DK8448
 DK8448;                    North         East    Units  Estimated Accuracy
 DK8448;SPC MN C     -   204,724.4     770,452.9     MT  (+/- 3 meters HH1 GPS) 
 DK8448
 DK8448                          SUPERSEDED SURVEY CONTROL
 DK8448
 DK8448.No superseded survey control is available for this station.
 DK8448
 DK8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7357188850(NAD 83)
 DK8448
 DK8448_MARKER: DD = SURVEY DISK
 DK8448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK8448_STAMPING: 4907 C 2002
 DK8448_MARK LOGO: MNDT  
 DK8448_PROJECTION: RECESSED 3 CENTIMETERS
 DK8448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8448+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DK8448_ROD/PIPE-DEPTH: 10.7 meters
 DK8448
 DK8448  HISTORY     - Date     Condition        Report By
 DK8448  HISTORY     - 2002     MONUMENTED       MNDT
 DK8448
 DK8448                          STATION DESCRIPTION
 DK8448
 DK8448'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK8448'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTH-NORTHEAST OF
 DK8448'BURTRUM, 4.7 MI (7.6 KM) WEST-SOUTHWEST OF FLENSBURG AND 2.2 MI (3.6
 DK8448'KM) NORTH-NORTHEAST OF SWANVILLE. 1.85 MI (2.98 KM) NORTH ALONG TH 28
 DK8448'FROM JCT OF TH 28 AND CO RD 12 WEST IN SWANVILLE, AT TH 28 MP 127.9,
 DK8448'70.4 FT (21.5 M) WEST OF TH 28, 10.2 FT (3.1 M) NORTH OF P-POLE, 128.2
 DK8448'FT (39.1 M) SOUTH OF DRIVEWAY, 1.3 FT (0.4 M) NORTH OF WIT POST,
 DK8448'RECESSED 1 INCH, MAGNETIC, SUITABLE FOR GPS.  ROD DEPTH IS 35 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RO0229 ***********************************************************************
 RO0229  DESIGNATION -  4908 A
 RO0229  PID         -  RO0229
 RO0229  STATE/COUNTY-  MN/MORRISON
 RO0229  COUNTRY     -  US
 RO0229  USGS QUAD   -  RANDALL EAST (1989)
 RO0229
 RO0229                         *CURRENT SURVEY CONTROL
 RO0229  ______________________________________________________________________
 RO0229* NAD 83(1986) POSITION- 46 05 18.     (N) 094 29 55.     (W)   SCALED    
 RO0229* NAVD 88 ORTHO HEIGHT -   357.934  (meters)    1174.32  (feet) ADJUSTED  
 RO0229  ______________________________________________________________________
 RO0229  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 RO0229  DYNAMIC HEIGHT  -        357.943 (meters)     1174.35  (feet) COMP
 RO0229  MODELED GRAVITY -    980,630.0   (mgal)                       NAVD 88
 RO0229
 RO0229  VERT ORDER      -  SECOND    CLASS 0
 RO0229
 RO0229.The horizontal coordinates were scaled from a topographic map and have
 RO0229.an estimated accuracy of +/- 6 seconds.
 RO0229.
 RO0229.The orthometric height was determined by differential leveling and
 RO0229.adjusted in June 1991.
 RO0229
 RO0229.The dynamic height is computed by dividing the NAVD 88
 RO0229.geopotential number by the normal gravity value computed on the
 RO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RO0229.degrees latitude (g = 980.6199 gals.).
 RO0229
 RO0229.The modeled gravity was interpolated from observed gravity values.
 RO0229
 RO0229;                    North         East    Units  Estimated Accuracy
 RO0229;SPC MN C     -   220,990.      780,770.      MT  (+/- 180 meters Scaled)
 RO0229
 RO0229                          SUPERSEDED SURVEY CONTROL
 RO0229
 RO0229  NGVD 29 (??/??/92)  357.758  (m)         1173.74   (f) ADJ UNCH    2 0
 RO0229
 RO0229.Superseded values are not recommended for survey control.
 RO0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RO0229.See file dsdata.txt to determine how the superseded data were derived.
 RO0229
 RO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM841049(NAD 83)
 RO0229
 RO0229_MARKER: DD = SURVEY DISK
 RO0229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RO0229_SP_SET: ABUTMENT
 RO0229_STAMPING: 4908 A 1973
 RO0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RO0229
 RO0229  HISTORY     - Date     Condition        Report By
 RO0229  HISTORY     - 1973     MONUMENTED       MNDT
 RO0229
 RO0229                          STATION DESCRIPTION
 RO0229
 RO0229'DESCRIBED BY MN DEPT OF TRANSP 1973
 RO0229'IN RANDALL.
 RO0229'THE MARK IS SET IN A DRILL HOLE IN THE NORTHWEST CORNER (ABUTMENT) OF
 RO0229'BRIDGE 3429 (TRUNK HIGHWAY 115 OVER LITTLE ELK RIVER).  IT IS 0.1 MILE
 RO0229'EAST OF THE BURLINGTON NORTHERN RAILROAD TRACKS, AND 14 FEET NORTH OF
 RO0229'THE CENTERLINE OF TRUNK HIGHWAY 115.  IT IS SET IN THE PAINTED SQUARE
 RO0229'USED BY THE USGS AS A U.E. AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 115.
 RO0229'NE 1/4 SECTION 7, T 130N, R 30W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8182 ***********************************************************************
 DF8182  DESIGNATION -  4908 C
 DF8182  PID         -  DF8182
 DF8182  STATE/COUNTY-  MN/MORRISON
 DF8182  COUNTRY     -  US
 DF8182  USGS QUAD   -  RANDALL EAST (1989)
 DF8182
 DF8182                         *CURRENT SURVEY CONTROL
 DF8182  ______________________________________________________________________
 DF8182* NAD 83(2007) POSITION- 46 05 09.39720(N) 094 28 36.36940(W)   ADJUSTED  
 DF8182* NAD 83(2007) ELLIP HT-   338.152 (meters)        (02/10/07)   ADJUSTED
 DF8182* NAD 83(2007) EPOCH   -  2002.00
 DF8182* NAVD 88 ORTHO HEIGHT -   364.845  (meters)    1197.00  (feet) ADJUSTED  
 DF8182  ______________________________________________________________________
 DF8182  NAD 83(2007) X  -   -345,914.119 (meters)                     COMP
 DF8182  NAD 83(2007) Y  - -4,418,157.171 (meters)                     COMP
 DF8182  NAD 83(2007) Z  -  4,572,121.932 (meters)                     COMP
 DF8182  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC09
 DF8182  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DF8182  DYNAMIC HEIGHT  -        364.854 (meters)     1197.03  (feet) COMP
 DF8182  MODELED GRAVITY -    980,630.5   (mgal)                       NAVD 88
 DF8182
 DF8182  VERT ORDER      -  SECOND    CLASS I
 DF8182
 DF8182  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8182  Type                                         Horiz  Ellip  Dist(km)
 DF8182  -------------------------------------------------------------------
 DF8182  NETWORK                                       0.44   0.78
 DF8182  -------------------------------------------------------------------
 DF8182  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.25   0.57      1.44
 DF8182  -------------------------------------------------------------------
 DF8182  NOTE: Click here for information on individual local accuracy
 DF8182  values and other accuracy information.
 DF8182
 DF8182
 DF8182.The horizontal coordinates were established by GPS observations
 DF8182.and adjusted by the National Geodetic Survey in February 2007.
 DF8182
 DF8182.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8182.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8182
 DF8182.The horizontal coordinates are valid at the epoch date displayed above
 DF8182.which is a decimal equivalence of Year/Month/Day.
 DF8182
 DF8182.The orthometric height was determined by differential leveling and
 DF8182.adjusted in September 2010.
 DF8182
 DF8182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8182
 DF8182.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8182
 DF8182.The ellipsoidal height was determined by GPS observations
 DF8182.and is referenced to NAD 83.
 DF8182
 DF8182.The dynamic height is computed by dividing the NAVD 88
 DF8182.geopotential number by the normal gravity value computed on the
 DF8182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8182.degrees latitude (g = 980.6199 gals.).
 DF8182
 DF8182.The modeled gravity was interpolated from observed gravity values.
 DF8182
 DF8182. The following values were computed from the NAD 83(2007) position.
 DF8182
 DF8182;                    North         East     Units Scale Factor Converg.
 DF8182;SPC MN C     -   220,723.279   782,462.148   MT  0.99993142   -0 09 50.6
 DF8182;SPC MN C     -   724,156.29  2,567,127.90   sFT  0.99993142   -0 09 50.6
 DF8182;UTM  15      - 5,104,656.552   385,827.971   MT  0.99976024   -1 03 50.2
 DF8182
 DF8182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8182!SPC MN C     -   0.99994699  x   0.99993142  =   0.99987842
 DF8182!UTM  15      -   0.99994699  x   0.99976024  =   0.99970724
 DF8182
 DF8182:                Primary Azimuth Mark                     Grid Az
 DF8182:SPC MN C     -  4908 D                                   087 50 04.6
 DF8182:UTM  15      -  4908 D                                   088 44 04.2
 DF8182
 DF8182|---------------------------------------------------------------------|
 DF8182| PID    Reference Object                     Distance      Geod. Az  |
 DF8182|                                                           dddmmss.s |
 DF8182| DF8183 4908 D                              APPROX. 1.1 KM 0874014.0 |
 DF8182|---------------------------------------------------------------------|
 DF8182
 DF8182                          SUPERSEDED SURVEY CONTROL
 DF8182
 DF8182  NAD 83(1996)-  46 05 09.39695(N)    094 28 36.36953(W) AD(       ) 1
 DF8182  ELLIP H (09/12/03)  338.198  (m)                       GP(       ) 3 1
 DF8182  NAVD 88 (09/12/03)  364.84   (m)         1197.0    (f) LEVELING    3  
 DF8182
 DF8182.Superseded values are not recommended for survey control.
 DF8182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8182.See file dsdata.txt to determine how the superseded data were derived.
 DF8182
 DF8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8582704656(NAD 83)
 DF8182
 DF8182_MARKER: DD = SURVEY DISK
 DF8182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8182_STAMPING: 4908 C 2002
 DF8182_MARK LOGO: MNDT  
 DF8182_PROJECTION: FLUSH
 DF8182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8182+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8182_ROD/PIPE-DEPTH: 27.4 meters
 DF8182
 DF8182  HISTORY     - Date     Condition        Report By
 DF8182  HISTORY     - 2002     MONUMENTED       MNDT
 DF8182  HISTORY     - 20021009 GOOD             MNDT
 DF8182  HISTORY     - 2003     GOOD             MNDT
 DF8182
 DF8182                          STATION DESCRIPTION
 DF8182
 DF8182'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8182'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF BELLE
 DF8182'PRAIRIE, 6.1 MI (9.8 KM) SOUTHEAST OF CUSHING AND 1.3 MI (2.1 KM)
 DF8182'EAST-SOUTHEAST OF RANDALL.
 DF8182' 
 DF8182'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 115 AND TRUNK HIGHWAY
 DF8182'10 IN RANDALL, GO 1 MI (1.6 KM) EAST TO MILEPOST 1.15 AND MARK ON THE
 DF8182'RIGHT.
 DF8182' 
 DF8182'THE MARK IS FOUND 71.4 FT (21.8 M) SOUTH OF TRUNK HIGHWAY 115, 49.7 FT
 DF8182'(15.1 M) WEST OF DRIVEWAY FIRE NO 8845 AND 2.8 FT (0.9 M) NORTH OF ITS
 DF8182'WITNESS POST.
 DF8182
 DF8182                          STATION RECOVERY (2003)
 DF8182
 DF8182'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8182'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8183 ***********************************************************************
 DF8183  DESIGNATION -  4908 D
 DF8183  PID         -  DF8183
 DF8183  STATE/COUNTY-  MN/MORRISON
 DF8183  COUNTRY     -  US
 DF8183  USGS QUAD   -  RANDALL EAST (1989)
 DF8183
 DF8183                         *CURRENT SURVEY CONTROL
 DF8183  ______________________________________________________________________
 DF8183* NAD 83(2007) POSITION- 46 05 10.84267(N) 094 27 45.18963(W)   ADJUSTED  
 DF8183* NAD 83(2007) ELLIP HT-   341.404 (meters)        (02/10/07)   ADJUSTED
 DF8183* NAD 83(2007) EPOCH   -  2002.00
 DF8183* NAVD 88 ORTHO HEIGHT -   368.092  (meters)    1207.65  (feet) ADJUSTED  
 DF8183  ______________________________________________________________________
 DF8183  NAD 83(2007) X  -   -344,815.520 (meters)                     COMP
 DF8183  NAD 83(2007) Y  - -4,418,213.059 (meters)                     COMP
 DF8183  NAD 83(2007) Z  -  4,572,155.231 (meters)                     COMP
 DF8183  LAPLACE CORR    -          0.24  (seconds)                    DEFLEC09
 DF8183  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DF8183  DYNAMIC HEIGHT  -        368.102 (meters)     1207.68  (feet) COMP
 DF8183  MODELED GRAVITY -    980,631.0   (mgal)                       NAVD 88
 DF8183
 DF8183  VERT ORDER      -  SECOND    CLASS I
 DF8183
 DF8183  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8183  Type                                         Horiz  Ellip  Dist(km)
 DF8183  -------------------------------------------------------------------
 DF8183  NETWORK                                       0.44   0.80
 DF8183  -------------------------------------------------------------------
 DF8183  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.28   0.57      1.72
 DF8183  -------------------------------------------------------------------
 DF8183  NOTE: Click here for information on individual local accuracy
 DF8183  values and other accuracy information.
 DF8183
 DF8183
 DF8183.The horizontal coordinates were established by GPS observations
 DF8183.and adjusted by the National Geodetic Survey in February 2007.
 DF8183
 DF8183.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8183.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8183
 DF8183.The horizontal coordinates are valid at the epoch date displayed above
 DF8183.which is a decimal equivalence of Year/Month/Day.
 DF8183
 DF8183.The orthometric height was determined by differential leveling and
 DF8183.adjusted in September 2010.
 DF8183
 DF8183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8183
 DF8183.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8183
 DF8183.The ellipsoidal height was determined by GPS observations
 DF8183.and is referenced to NAD 83.
 DF8183
 DF8183.The dynamic height is computed by dividing the NAVD 88
 DF8183.geopotential number by the normal gravity value computed on the
 DF8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8183.degrees latitude (g = 980.6199 gals.).
 DF8183
 DF8183.The modeled gravity was interpolated from observed gravity values.
 DF8183
 DF8183. The following values were computed from the NAD 83(2007) position.
 DF8183
 DF8183;                    North         East     Units Scale Factor Converg.
 DF8183;SPC MN C     -   220,764.857   783,561.746   MT  0.99993139   -0 09 13.5
 DF8183;SPC MN C     -   724,292.70  2,570,735.50   sFT  0.99993139   -0 09 13.5
 DF8183;UTM  15      - 5,104,680.850   386,927.897   MT  0.99975717   -1 03 13.4
 DF8183
 DF8183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8183!SPC MN C     -   0.99994648  x   0.99993139  =   0.99987788
 DF8183!UTM  15      -   0.99994648  x   0.99975717  =   0.99970367
 DF8183
 DF8183:                Primary Azimuth Mark                     Grid Az
 DF8183:SPC MN C     -  4908 C                                   267 50 04.4
 DF8183:UTM  15      -  4908 C                                   268 44 04.3
 DF8183
 DF8183|---------------------------------------------------------------------|
 DF8183| PID    Reference Object                     Distance      Geod. Az  |
 DF8183|                                                           dddmmss.s |
 DF8183| DF8182 4908 C                              APPROX. 1.1 KM 2674050.9 |
 DF8183|---------------------------------------------------------------------|
 DF8183
 DF8183                          SUPERSEDED SURVEY CONTROL
 DF8183
 DF8183  NAD 83(1996)-  46 05 10.84243(N)    094 27 45.18973(W) AD(       ) 1
 DF8183  ELLIP H (09/12/03)  341.450  (m)                       GP(       ) 3 1
 DF8183  NAVD 88 (09/12/03)  368.09   (m)         1207.6    (f) LEVELING    3  
 DF8183
 DF8183.Superseded values are not recommended for survey control.
 DF8183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8183.See file dsdata.txt to determine how the superseded data were derived.
 DF8183
 DF8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8692704680(NAD 83)
 DF8183
 DF8183_MARKER: DD = SURVEY DISK
 DF8183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8183_STAMPING: 4908 D 2002
 DF8183_MARK LOGO: MNDT  
 DF8183_PROJECTION: FLUSH
 DF8183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8183+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8183_ROD/PIPE-DEPTH:  6.1 meters
 DF8183
 DF8183  HISTORY     - Date     Condition        Report By
 DF8183  HISTORY     - 2002     MONUMENTED       MNDT
 DF8183  HISTORY     - 20021009 GOOD             MNDT
 DF8183  HISTORY     - 2003     GOOD             MNDT
 DF8183
 DF8183                          STATION DESCRIPTION
 DF8183
 DF8183'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8183'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-NORTHWEST OF BELLE
 DF8183'PRAIRIE, 6.6 MI (10.6 KM) SOUTHEAST OF CUSHING AND 2.0 MI (3.2 KM)
 DF8183'EAST OF RANDALL.
 DF8183' 
 DF8183'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 115 AND TRUNK HIGHWAY
 DF8183'10 IN RANDALL, GO 1.75 MI (2.8 KM) EAST TO MILEPOST 2.05 AND MARK ON
 DF8183'THE LEFT.
 DF8183' 
 DF8183'THE MARK IS FOUND 174 FT (53.0 M) NORTH OF TRUNK HIGHWAY 115, 112 FT
 DF8183'(34.1 M) NORTH OF A POWER POLE, 28.4 FT (8.7 M) EAST OF 95TH AVENUE
 DF8183'AND 0.9 FT (0.3 M) WEST OF ITS WITNESS POST.
 DF8183
 DF8183                          STATION RECOVERY (2003)
 DF8183
 DF8183'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8183'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8184 ***********************************************************************
 DF8184  DESIGNATION -  4908 E
 DF8184  PID         -  DF8184
 DF8184  STATE/COUNTY-  MN/MORRISON
 DF8184  COUNTRY     -  US
 DF8184  USGS QUAD   -  RANDALL EAST (1989)
 DF8184
 DF8184                         *CURRENT SURVEY CONTROL
 DF8184  ______________________________________________________________________
 DF8184* NAD 83(2007) POSITION- 46 04 39.16959(N) 094 25 32.39030(W)   ADJUSTED  
 DF8184* NAD 83(2007) ELLIP HT-   325.851 (meters)        (02/10/07)   ADJUSTED
 DF8184* NAD 83(2007) EPOCH   -  2002.00
 DF8184* NAVD 88 ORTHO HEIGHT -   352.533  (meters)    1156.60  (feet) ADJUSTED  
 DF8184  ______________________________________________________________________
 DF8184  NAD 83(2007) X  -   -342,024.402 (meters)                     COMP
 DF8184  NAD 83(2007) Y  - -4,419,125.762 (meters)                     COMP
 DF8184  NAD 83(2007) Z  -  4,571,465.670 (meters)                     COMP
 DF8184  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC09
 DF8184  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DF8184  DYNAMIC HEIGHT  -        352.543 (meters)     1156.63  (feet) COMP
 DF8184  MODELED GRAVITY -    980,633.0   (mgal)                       NAVD 88
 DF8184
 DF8184  VERT ORDER      -  SECOND    CLASS I
 DF8184
 DF8184  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8184  Type                                         Horiz  Ellip  Dist(km)
 DF8184  -------------------------------------------------------------------
 DF8184  NETWORK                                       0.50   0.92
 DF8184  -------------------------------------------------------------------
 DF8184  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.65      2.09
 DF8184  -------------------------------------------------------------------
 DF8184  NOTE: Click here for information on individual local accuracy
 DF8184  values and other accuracy information.
 DF8184
 DF8184
 DF8184.The horizontal coordinates were established by GPS observations
 DF8184.and adjusted by the National Geodetic Survey in February 2007.
 DF8184
 DF8184.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8184.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8184
 DF8184.The horizontal coordinates are valid at the epoch date displayed above
 DF8184.which is a decimal equivalence of Year/Month/Day.
 DF8184
 DF8184.The orthometric height was determined by differential leveling and
 DF8184.adjusted in September 2010.
 DF8184
 DF8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8184
 DF8184.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8184
 DF8184.The ellipsoidal height was determined by GPS observations
 DF8184.and is referenced to NAD 83.
 DF8184
 DF8184.The dynamic height is computed by dividing the NAVD 88
 DF8184.geopotential number by the normal gravity value computed on the
 DF8184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8184.degrees latitude (g = 980.6199 gals.).
 DF8184
 DF8184.The modeled gravity was interpolated from observed gravity values.
 DF8184
 DF8184. The following values were computed from the NAD 83(2007) position.
 DF8184
 DF8184;                    North         East     Units Scale Factor Converg.
 DF8184;SPC MN C     -   219,780.002   786,412.446   MT  0.99993206   -0 07 37.5
 DF8184;SPC MN C     -   721,061.56  2,580,088.17   sFT  0.99993206   -0 07 37.5
 DF8184;UTM  15      - 5,103,651.528   389,762.271   MT  0.99974939   -1 01 37.1
 DF8184
 DF8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8184!SPC MN C     -   0.99994892  x   0.99993206  =   0.99988098
 DF8184!UTM  15      -   0.99994892  x   0.99974939  =   0.99969832
 DF8184
 DF8184                          SUPERSEDED SURVEY CONTROL
 DF8184
 DF8184  NAD 83(1996)-  46 04 39.16934(N)    094 25 32.39018(W) AD(       ) 1
 DF8184  ELLIP H (09/12/03)  325.895  (m)                       GP(       ) 3 1
 DF8184  NAVD 88 (09/12/03)  352.53   (m)         1156.6    (f) LEVELING    3  
 DF8184
 DF8184.Superseded values are not recommended for survey control.
 DF8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8184.See file dsdata.txt to determine how the superseded data were derived.
 DF8184
 DF8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM8976203651(NAD 83)
 DF8184
 DF8184_MARKER: DD = SURVEY DISK
 DF8184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8184_STAMPING: 4908 E 2002
 DF8184_MARK LOGO: MNDT  
 DF8184_PROJECTION: RECESSED 3 CENTIMETERS
 DF8184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8184+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8184_ROD/PIPE-DEPTH: 12.2 meters
 DF8184
 DF8184  HISTORY     - Date     Condition        Report By
 DF8184  HISTORY     - 2002     MONUMENTED       MNDT
 DF8184  HISTORY     - 20021009 GOOD             MNDT
 DF8184  HISTORY     - 2003     GOOD             MNDT
 DF8184
 DF8184                          STATION DESCRIPTION
 DF8184
 DF8184'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8184'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF FORT
 DF8184'RIPLEY, 5.2 MI (8.4 KM) NORTHWEST OF BELLE PRAIRIE AND 3.35 MI (5.4
 DF8184'KM) EAST-SOUTHEAST OF RANDALL.
 DF8184' 
 DF8184'TO REACH FROM THE INTERSECTION OF FROM THE JUNCTION OF TRUNK HIGHWAY
 DF8184'115 AND TRUNK HIGHWAY 10 IN RANDALL, GO 3.6 MI (5.8 KM) EAST ALONG
 DF8184'TRUNK HIGHWAY 115 TO MILEPOST 4.0 AND THE MARK ON THE RIGHT.
 DF8184' 
 DF8184'THE MARK IS FOUND 48.2 FT (14.7 M) SOUTH OF TRUNK HIGHWAY 115, 26.2 FT
 DF8184'(8.0 M) SOUTHEAST OF MILEPOST 4.0 AND 0.8 FT (0.2 M) NORTH OF ITS
 DF8184'WITNESS POST.
 DF8184
 DF8184                          STATION RECOVERY (2003)
 DF8184
 DF8184'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8184'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8185 ***********************************************************************
 DF8185  DESIGNATION -  4908 F
 DF8185  PID         -  DF8185
 DF8185  STATE/COUNTY-  MN/MORRISON
 DF8185  COUNTRY     -  US
 DF8185  USGS QUAD   -  RANDALL EAST (1989)
 DF8185
 DF8185                         *CURRENT SURVEY CONTROL
 DF8185  ______________________________________________________________________
 DF8185* NAD 83(2007) POSITION- 46 04 17.51528(N) 094 24 22.68145(W)   ADJUSTED  
 DF8185* NAD 83(2007) ELLIP HT-   341.799 (meters)        (02/10/07)   ADJUSTED
 DF8185* NAD 83(2007) EPOCH   -  2002.00
 DF8185* NAVD 88 ORTHO HEIGHT -   368.479  (meters)    1208.92  (feet) ADJUSTED  
 DF8185  ______________________________________________________________________
 DF8185  NAD 83(2007) X  -   -340,568.753 (meters)                     COMP
 DF8185  NAD 83(2007) Y  - -4,419,732.282 (meters)                     COMP
 DF8185  NAD 83(2007) Z  -  4,571,013.314 (meters)                     COMP
 DF8185  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC09
 DF8185  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DF8185  DYNAMIC HEIGHT  -        368.490 (meters)     1208.95  (feet) COMP
 DF8185  MODELED GRAVITY -    980,634.0   (mgal)                       NAVD 88
 DF8185
 DF8185  VERT ORDER      -  SECOND    CLASS I
 DF8185
 DF8185  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8185  Type                                         Horiz  Ellip  Dist(km)
 DF8185  -------------------------------------------------------------------
 DF8185  NETWORK                                       0.48   0.90
 DF8185  -------------------------------------------------------------------
 DF8185  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.30   0.62      2.31
 DF8185  -------------------------------------------------------------------
 DF8185  NOTE: Click here for information on individual local accuracy
 DF8185  values and other accuracy information.
 DF8185
 DF8185
 DF8185.The horizontal coordinates were established by GPS observations
 DF8185.and adjusted by the National Geodetic Survey in February 2007.
 DF8185
 DF8185.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8185.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8185
 DF8185.The horizontal coordinates are valid at the epoch date displayed above
 DF8185.which is a decimal equivalence of Year/Month/Day.
 DF8185
 DF8185.The orthometric height was determined by differential leveling and
 DF8185.adjusted in September 2010.
 DF8185
 DF8185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8185
 DF8185.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8185
 DF8185.The ellipsoidal height was determined by GPS observations
 DF8185.and is referenced to NAD 83.
 DF8185
 DF8185.The dynamic height is computed by dividing the NAVD 88
 DF8185.geopotential number by the normal gravity value computed on the
 DF8185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8185.degrees latitude (g = 980.6199 gals.).
 DF8185
 DF8185.The modeled gravity was interpolated from observed gravity values.
 DF8185
 DF8185. The following values were computed from the NAD 83(2007) position.
 DF8185
 DF8185;                    North         East     Units Scale Factor Converg.
 DF8185;SPC MN C     -   219,108.317   787,908.890   MT  0.99993254   -0 06 47.0
 DF8185;SPC MN C     -   718,857.87  2,584,997.75   sFT  0.99993254   -0 06 47.0
 DF8185;UTM  15      - 5,102,956.551   391,247.707   MT  0.99974539   -1 00 46.5
 DF8185
 DF8185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8185!SPC MN C     -   0.99994642  x   0.99993254  =   0.99987896
 DF8185!UTM  15      -   0.99994642  x   0.99974539  =   0.99969182
 DF8185
 DF8185                          SUPERSEDED SURVEY CONTROL
 DF8185
 DF8185  NAD 83(1996)-  46 04 17.51504(N)    094 24 22.68127(W) AD(       ) 1
 DF8185  ELLIP H (09/12/03)  341.841  (m)                       GP(       ) 3 1
 DF8185  NAVD 88 (09/12/03)  368.48   (m)         1208.9    (f) LEVELING    3  
 DF8185
 DF8185.Superseded values are not recommended for survey control.
 DF8185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8185.See file dsdata.txt to determine how the superseded data were derived.
 DF8185
 DF8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9124702956(NAD 83)
 DF8185
 DF8185_MARKER: DD = SURVEY DISK
 DF8185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8185_STAMPING: 4908 F 2002
 DF8185_MARK LOGO: MNDT  
 DF8185_PROJECTION: FLUSH
 DF8185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8185+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8185_ROD/PIPE-DEPTH: 32.0 meters
 DF8185
 DF8185  HISTORY     - Date     Condition        Report By
 DF8185  HISTORY     - 2002     MONUMENTED       MNDT
 DF8185  HISTORY     - 20021009 GOOD             MNDT
 DF8185  HISTORY     - 2003     GOOD             MNDT
 DF8185
 DF8185                          STATION DESCRIPTION
 DF8185
 DF8185'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8185'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF FORT
 DF8185'RIPLEY, 4.9 MI (7.9 KM) EAST-SOUTHEAST OF RANDALL AND 4.2 MI (6.8 KM)
 DF8185'NORTHWEST OF BELLE PRAIRIE.
 DF8185' 
 DF8185'TO REACH FROM THE INTERSECTION OF TRUNK HIGHWAY 115 AND TRUNK HIGHWAY
 DF8185'10 IN RANDALL, GO 4.75 MI (7.6 KM) EAST ALONG TRUNK HIGHWAY 115 TO
 DF8185'MILEPOST 5.0 AND MARK ON THE RIGHT.
 DF8185' 
 DF8185'THE MARK IS FOUND 156.6 FT (47.7 M) SOUTH OF TRUNK HIGHWAY 115, 55 FT
 DF8185'(16.8 M) SOUTH OF AN ENTRANCE, 35.5 FT (10.8 M) WEST OF COUNTY ROAD
 DF8185'212 AND 1.1 FT (0.3 M) EAST OF ITS WITNESS POST.
 DF8185
 DF8185                          STATION RECOVERY (2003)
 DF8185
 DF8185'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8185'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8186 ***********************************************************************
 DF8186  DESIGNATION -  4908 G
 DF8186  PID         -  DF8186
 DF8186  STATE/COUNTY-  MN/MORRISON
 DF8186  COUNTRY     -  US
 DF8186  USGS QUAD   -  BELLE PRAIRIE (1979)
 DF8186
 DF8186                         *CURRENT SURVEY CONTROL
 DF8186  ______________________________________________________________________
 DF8186* NAD 83(2007) POSITION- 46 04 41.53081(N) 094 22 08.56770(W)   ADJUSTED  
 DF8186* NAD 83(2007) ELLIP HT-   321.355 (meters)        (02/10/07)   ADJUSTED
 DF8186* NAD 83(2007) EPOCH   -  2002.00
 DF8186* NAVD 88 ORTHO HEIGHT -   348.055  (meters)    1141.91  (feet) ADJUSTED  
 DF8186  ______________________________________________________________________
 DF8186  NAD 83(2007) X  -   -337,653.195 (meters)                     COMP
 DF8186  NAD 83(2007) Y  - -4,419,406.108 (meters)                     COMP
 DF8186  NAD 83(2007) Z  -  4,571,513.006 (meters)                     COMP
 DF8186  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC09
 DF8186  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 DF8186  DYNAMIC HEIGHT  -        348.066 (meters)     1141.95  (feet) COMP
 DF8186  MODELED GRAVITY -    980,636.6   (mgal)                       NAVD 88
 DF8186
 DF8186  VERT ORDER      -  SECOND    CLASS I
 DF8186
 DF8186  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8186  Type                                         Horiz  Ellip  Dist(km)
 DF8186  -------------------------------------------------------------------
 DF8186  NETWORK                                       0.51   0.92
 DF8186  -------------------------------------------------------------------
 DF8186  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.29   0.65      1.70
 DF8186  -------------------------------------------------------------------
 DF8186  NOTE: Click here for information on individual local accuracy
 DF8186  values and other accuracy information.
 DF8186
 DF8186
 DF8186.The horizontal coordinates were established by GPS observations
 DF8186.and adjusted by the National Geodetic Survey in February 2007.
 DF8186
 DF8186.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8186.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8186
 DF8186.The horizontal coordinates are valid at the epoch date displayed above
 DF8186.which is a decimal equivalence of Year/Month/Day.
 DF8186
 DF8186.The orthometric height was determined by differential leveling and
 DF8186.adjusted in September 2010.
 DF8186
 DF8186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8186
 DF8186.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8186
 DF8186.The ellipsoidal height was determined by GPS observations
 DF8186.and is referenced to NAD 83.
 DF8186
 DF8186.The dynamic height is computed by dividing the NAVD 88
 DF8186.geopotential number by the normal gravity value computed on the
 DF8186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8186.degrees latitude (g = 980.6199 gals.).
 DF8186
 DF8186.The modeled gravity was interpolated from observed gravity values.
 DF8186
 DF8186. The following values were computed from the NAD 83(2007) position.
 DF8186
 DF8186;                    North         East     Units Scale Factor Converg.
 DF8186;SPC MN C     -   219,844.754   790,791.889   MT  0.99993201   -0 05 10.0
 DF8186;SPC MN C     -   721,274.00  2,594,456.39   sFT  0.99993201   -0 05 10.0
 DF8186;UTM  15      - 5,103,647.484   394,141.365   MT  0.99973776   -0 59 10.3
 DF8186
 DF8186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8186!SPC MN C     -   0.99994962  x   0.99993201  =   0.99988164
 DF8186!UTM  15      -   0.99994962  x   0.99973776  =   0.99968740
 DF8186
 DF8186                          SUPERSEDED SURVEY CONTROL
 DF8186
 DF8186  NAD 83(1996)-  46 04 41.53055(N)    094 22 08.56731(W) AD(       ) 1
 DF8186  ELLIP H (09/12/03)  321.394  (m)                       GP(       ) 3 1
 DF8186  NAVD 88 (09/12/03)  348.05   (m)         1141.9    (f) LEVELING    3  
 DF8186
 DF8186.Superseded values are not recommended for survey control.
 DF8186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8186.See file dsdata.txt to determine how the superseded data were derived.
 DF8186
 DF8186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9414103647(NAD 83)
 DF8186
 DF8186_MARKER: DD = SURVEY DISK
 DF8186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8186_STAMPING: 4908 G 2002
 DF8186_MARK LOGO: MNDT  
 DF8186_PROJECTION: FLUSH
 DF8186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8186+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DF8186_ROD/PIPE-DEPTH: 19.8 meters
 DF8186
 DF8186  HISTORY     - Date     Condition        Report By
 DF8186  HISTORY     - 2002     MONUMENTED       MNDT
 DF8186  HISTORY     - 20021009 GOOD             MNDT
 DF8186  HISTORY     - 2003     GOOD             MNDT
 DF8186
 DF8186                          STATION DESCRIPTION
 DF8186
 DF8186'DESCRIBED BY MN DEPT OF TRANSP 2002 (WAS)
 DF8186'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF RANDALL, 6.1 MI
 DF8186'(9.8 KM) SOUTH OF FORT RIPLEY AND 3.4 MI (5.5 KM) NORTH-NORTHWEST OF
 DF8186'BELLE PRAIRIE.
 DF8186' 
 DF8186'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 115 AND TRUNK
 DF8186'HIGHWAY 10 IN RANDALL, GO 6.65 MI (10.7 KM) EAST ALONG TRUNK HIGHWAY
 DF8186'115 TO MILEPOST 7.0 AND THE MARK ON THE RIGHT.
 DF8186' 
 DF8186'THE MARK IS FOUND 123.8 FT (37.7 M) SOUTH OF TRUNK HIGHWAY 115, 43.5
 DF8186'FT (13.3 M) WEST OF COUNTY ROAD 13 AND 0.7 FT (0.2 M) EAST OF ITS
 DF8186'WITNESS POST.
 DF8186
 DF8186                          STATION RECOVERY (2003)
 DF8186
 DF8186'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DKH)
 DF8186'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8187 ***********************************************************************
 DF8187  DESIGNATION -  4908 H
 DF8187  PID         -  DF8187
 DF8187  STATE/COUNTY-  MN/MORRISON
 DF8187  COUNTRY     -  US
 DF8187  USGS QUAD   -  BELLE PRAIRIE (1979)
 DF8187
 DF8187                         *CURRENT SURVEY CONTROL
 DF8187  ______________________________________________________________________
 DF8187* NAD 83(2007) POSITION- 46 04 31.11978(N) 094 20 54.61312(W)   ADJUSTED  
 DF8187* NAD 83(2007) ELLIP HT-   321.342 (meters)        (02/10/07)   ADJUSTED
 DF8187* NAD 83(2007) EPOCH   -  2002.00
 DF8187* NAVD 88 ORTHO HEIGHT -   348.041  (meters)    1141.86  (feet) ADJUSTED  
 DF8187  ______________________________________________________________________
 DF8187  NAD 83(2007) X  -   -336,086.187 (meters)                     COMP
 DF8187  NAD 83(2007) Y  - -4,419,757.752 (meters)                     COMP
 DF8187  NAD 83(2007) Z  -  4,571,289.999 (meters)                     COMP
 DF8187  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC09
 DF8187  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DF8187  DYNAMIC HEIGHT  -        348.052 (meters)     1141.90  (feet) COMP
 DF8187  MODELED GRAVITY -    980,637.4   (mgal)                       NAVD 88
 DF8187
 DF8187  VERT ORDER      -  SECOND    CLASS I
 DF8187
 DF8187  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8187  Type                                         Horiz  Ellip  Dist(km)
 DF8187  -------------------------------------------------------------------
 DF8187  NETWORK                                       0.50   0.88
 DF8187  -------------------------------------------------------------------
 DF8187  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.35   0.67      1.50
 DF8187  -------------------------------------------------------------------
 DF8187  NOTE: Click here for information on individual local accuracy
 DF8187  values and other accuracy information.
 DF8187
 DF8187
 DF8187.The horizontal coordinates were established by GPS observations
 DF8187.and adjusted by the National Geodetic Survey in February 2007.
 DF8187
 DF8187.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8187.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8187
 DF8187.The horizontal coordinates are valid at the epoch date displayed above
 DF8187.which is a decimal equivalence of Year/Month/Day.
 DF8187
 DF8187.The orthometric height was determined by differential leveling and
 DF8187.adjusted in September 2010.
 DF8187
 DF8187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8187
 DF8187.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8187
 DF8187.The ellipsoidal height was determined by GPS observations
 DF8187.and is referenced to NAD 83.
 DF8187
 DF8187.The dynamic height is computed by dividing the NAVD 88
 DF8187.geopotential number by the normal gravity value computed on the
 DF8187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8187.degrees latitude (g = 980.6199 gals.).
 DF8187
 DF8187.The modeled gravity was interpolated from observed gravity values.
 DF8187
 DF8187. The following values were computed from the NAD 83(2007) position.
 DF8187
 DF8187;                    North         East     Units Scale Factor Converg.
 DF8187;SPC MN C     -   219,521.146   792,380.460   MT  0.99993224   -0 04 16.5
 DF8187;SPC MN C     -   720,212.29  2,599,668.23   sFT  0.99993224   -0 04 16.5
 DF8187;UTM  15      - 5,103,299.029   395,724.346   MT  0.99973367   -0 58 16.9
 DF8187
 DF8187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8187!SPC MN C     -   0.99994963  x   0.99993224  =   0.99988187
 DF8187!UTM  15      -   0.99994963  x   0.99973367  =   0.99968331
 DF8187
 DF8187                          SUPERSEDED SURVEY CONTROL
 DF8187
 DF8187  NAD 83(1996)-  46 04 31.11954(N)    094 20 54.61258(W) AD(       ) 1
 DF8187  ELLIP H (09/12/03)  321.377  (m)                       GP(       ) 3 1
 DF8187  NAVD 88 (09/12/03)  348.04   (m)         1141.9    (f) LEVELING    3  
 DF8187
 DF8187.Superseded values are not recommended for survey control.
 DF8187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8187.See file dsdata.txt to determine how the superseded data were derived.
 DF8187
 DF8187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9572403299(NAD 83)
 DF8187
 DF8187_MARKER: DD = SURVEY DISK
 DF8187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8187_STAMPING: 4908 H 2002
 DF8187_MARK LOGO: MNDT  
 DF8187_PROJECTION: FLUSH
 DF8187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8187+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 DF8187_ROD/PIPE-DEPTH: 17.4 meters
 DF8187
 DF8187  HISTORY     - Date     Condition        Report By
 DF8187  HISTORY     - 2002     MONUMENTED       MNDT
 DF8187  HISTORY     - 2003     GOOD             MNDT
 DF8187  HISTORY     - 20050510 GOOD             MNDT
 DF8187  HISTORY     - 20050510 GOOD             MNDT
 DF8187
 DF8187                          STATION DESCRIPTION
 DF8187
 DF8187'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8187'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DF8187
 DF8187                          STATION RECOVERY (2005)
 DF8187
 DF8187'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (SWM)
 DF8187'AT ENTRANCE TO CAMP RIPLEY, 1.0 MILES WEST OF JUNCTION OF TRUNK
 DF8187'HIGHWAY 371 AND TRUNK HIGHWAY 115, AT TRUNK HIGHWAY 115 MILEPOINT
 DF8187'8.15, 49.6 FEET NORTH OF TRUNK HIGHWAY 115, 143.7 FEET WEST OF
 DF8187'ENTRANCE TO CAMP RIPLEY, 1.3 FEET SOUTH OF WITNESS POST
 DF8187
 DF8187                          STATION RECOVERY (2005)
 DF8187
 DF8187'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (SWM)
 DF8187'AT ENTRANCE TO CAMP RIPLEY, 1.0 MILES WEST OF JUNCTION OF TRUNK
 DF8187'HIGHWAY 371 AND TRUNK HIGHWAY 115, AT TRUNK HIGHWAY 115 MILEPOINT
 DF8187'8.15, 49.6 FEET NORTH OF TRUNK HIGHWAY 115, 143.7 FEET WEST OF
 DF8187'ENTRANCE TO CAMP RIPLEY, 1.3 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF8188 ***********************************************************************
 DF8188  DESIGNATION -  4908 J
 DF8188  PID         -  DF8188
 DF8188  STATE/COUNTY-  MN/MORRISON
 DF8188  COUNTRY     -  US
 DF8188  USGS QUAD   -  BELLE PRAIRIE (1979)
 DF8188
 DF8188                         *CURRENT SURVEY CONTROL
 DF8188  ______________________________________________________________________
 DF8188* NAD 83(2007) POSITION- 46 04 23.32452(N) 094 19 45.91666(W)   ADJUSTED  
 DF8188* NAD 83(2007) ELLIP HT-   319.621 (meters)        (02/10/07)   ADJUSTED
 DF8188* NAD 83(2007) EPOCH   -  2002.00
 DF8188* NAVD 88 ORTHO HEIGHT -   346.321  (meters)    1136.22  (feet) ADJUSTED  
 DF8188  ______________________________________________________________________
 DF8188  NAD 83(2007) X  -   -334,627.165 (meters)                     COMP
 DF8188  NAD 83(2007) Y  - -4,420,041.115 (meters)                     COMP
 DF8188  NAD 83(2007) Z  -  4,571,121.782 (meters)                     COMP
 DF8188  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC09
 DF8188  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DF8188  DYNAMIC HEIGHT  -        346.333 (meters)     1136.26  (feet) COMP
 DF8188  MODELED GRAVITY -    980,638.0   (mgal)                       NAVD 88
 DF8188
 DF8188  VERT ORDER      -  SECOND    CLASS I
 DF8188
 DF8188  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF8188  Type                                         Horiz  Ellip  Dist(km)
 DF8188  -------------------------------------------------------------------
 DF8188  NETWORK                                       0.57   1.06
 DF8188  -------------------------------------------------------------------
 DF8188  MEDIAN LOCAL ACCURACY AND DIST (003 points)   0.48   0.96      1.50
 DF8188  -------------------------------------------------------------------
 DF8188  NOTE: Click here for information on individual local accuracy
 DF8188  values and other accuracy information.
 DF8188
 DF8188
 DF8188.The horizontal coordinates were established by GPS observations
 DF8188.and adjusted by the National Geodetic Survey in February 2007.
 DF8188
 DF8188.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF8188.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF8188
 DF8188.The horizontal coordinates are valid at the epoch date displayed above
 DF8188.which is a decimal equivalence of Year/Month/Day.
 DF8188
 DF8188.The orthometric height was determined by differential leveling and
 DF8188.adjusted in September 2010.
 DF8188
 DF8188.Photographs are available for this station.
 DF8188
 DF8188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8188
 DF8188.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF8188
 DF8188.The ellipsoidal height was determined by GPS observations
 DF8188.and is referenced to NAD 83.
 DF8188
 DF8188.The dynamic height is computed by dividing the NAVD 88
 DF8188.geopotential number by the normal gravity value computed on the
 DF8188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8188.degrees latitude (g = 980.6199 gals.).
 DF8188
 DF8188.The modeled gravity was interpolated from observed gravity values.
 DF8188
 DF8188. The following values were computed from the NAD 83(2007) position.
 DF8188
 DF8188;                    North         East     Units Scale Factor Converg.
 DF8188;SPC MN C     -   219,278.819   793,856.293   MT  0.99993241   -0 03 26.8
 DF8188;SPC MN C     -   719,417.26  2,604,510.19   sFT  0.99993241   -0 03 26.8
 DF8188;UTM  15      - 5,103,033.601   397,195.894   MT  0.99972992   -0 57 27.2
 DF8188
 DF8188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8188!SPC MN C     -   0.99994990  x   0.99993241  =   0.99988231
 DF8188!UTM  15      -   0.99994990  x   0.99972992  =   0.99967983
 DF8188
 DF8188                          SUPERSEDED SURVEY CONTROL
 DF8188
 DF8188  NAD 83(1996)-  46 04 23.32418(N)    094 19 45.91620(W) AD(       ) 1
 DF8188  ELLIP H (03/21/07)  319.670  (m)                       GP(       ) 4 1
 DF8188  NAD 83(1996)-  46 04 23.32432(N)    094 19 45.91607(W) AD(       ) 1
 DF8188  ELLIP H (09/12/03)  319.653  (m)                       GP(       ) 3 1
 DF8188  NAVD 88 (09/12/03)  346.32   (m)         1136.2    (f) LEVELING    3  
 DF8188
 DF8188.Superseded values are not recommended for survey control.
 DF8188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF8188.See file dsdata.txt to determine how the superseded data were derived.
 DF8188
 DF8188_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9719503033(NAD 83)
 DF8188
 DF8188_MARKER: DD = SURVEY DISK
 DF8188_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF8188_STAMPING: 4908 J 2002
 DF8188_MARK LOGO: MNDT  
 DF8188_PROJECTION: FLUSH
 DF8188_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF8188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8188+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 DF8188_ROD/PIPE-DEPTH:  3.4 meters
 DF8188
 DF8188  HISTORY     - Date     Condition        Report By
 DF8188  HISTORY     - 2002     MONUMENTED       MNDT
 DF8188  HISTORY     - 2003     GOOD             MNDT
 DF8188  HISTORY     - 20060321 GOOD             MNDT
 DF8188
 DF8188                          STATION DESCRIPTION
 DF8188
 DF8188'DESCRIBED BY MN DEPT OF TRANSP 2003 (DKH)
 DF8188'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DF8188
 DF8188                          STATION RECOVERY (2006)
 DF8188
 DF8188'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF8188'7.0 MILES NORTH OF LITTLE FALLS, 1.0 MILES EAST OF ENTRANCE TO CAMP
 DF8188'RIPLEY, AT TRUNK HIGHWAY 115 MILEPOINT 9.10, 147.0 FEET NORTH OF
 DF8188'EASTBOUND TRUNK HIGHWAY 115, 140.0 FEET SOUTH OF WESTBOUND TRUNK
 DF8188'HIGHWAY 115, 337.0 FEET WEST OF TRUNK HIGHWAY 371, 149.0 FEET WEST OF
 DF8188'ARMY TANK, 1.2 FEET SOUTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7440 ***********************************************************************
 AH7440  DESIGNATION -  4910 D
 AH7440  PID         -  AH7440
 AH7440  STATE/COUNTY-  MN/MORRISON
 AH7440  COUNTRY     -  US
 AH7440  USGS QUAD   -  LITTLE ROCK (1978)
 AH7440
 AH7440                         *CURRENT SURVEY CONTROL
 AH7440  ______________________________________________________________________
 AH7440* NAD 83(1986) POSITION- 45 51 44.6    (N) 094 05 33.2    (W)   HD_HELD2  
 AH7440* NAVD 88 ORTHO HEIGHT -   366.869  (meters)    1203.64  (feet) ADJUSTED  
 AH7440  ______________________________________________________________________
 AH7440  GEOID HEIGHT    -        -26.87  (meters)                     GEOID09
 AH7440  DYNAMIC HEIGHT  -        366.870 (meters)     1203.64  (feet) COMP
 AH7440  MODELED GRAVITY -    980,606.2   (mgal)                       NAVD 88
 AH7440
 AH7440  VERT ORDER      -  SECOND    CLASS I
 AH7440
 AH7440.The horizontal coordinates were established by autonomous hand held GPS
 AH7440.observations and have an estimated accuracy of +/- 10 meters.
 AH7440.
 AH7440.The orthometric height was determined by differential leveling and
 AH7440.adjusted in August 2004.
 AH7440
 AH7440.Photographs are available for this station.
 AH7440
 AH7440.The dynamic height is computed by dividing the NAVD 88
 AH7440.geopotential number by the normal gravity value computed on the
 AH7440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7440.degrees latitude (g = 980.6199 gals.).
 AH7440
 AH7440.The modeled gravity was interpolated from observed gravity values.
 AH7440
 AH7440;                    North         East    Units  Estimated Accuracy
 AH7440;SPC MN C     -   195,863.      812,226.      MT  (+/- 10 meters HH2 GPS)
 AH7440
 AH7440                          SUPERSEDED SURVEY CONTROL
 AH7440
 AH7440.No superseded survey control is available for this station.
 AH7440
 AH7440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1519179338(NAD 83)
 AH7440
 AH7440_MARKER: DV = VERTICAL CONTROL DISK
 AH7440_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH7440_SP_SET: CULVERT HEADWALL
 AH7440_STAMPING: 4910 D 1951
 AH7440_MARK LOGO: MNDT  
 AH7440_PROJECTION: FLUSH
 AH7440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7440+STABILITY: SURFACE MOTION
 AH7440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7440+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1994
 AH7440
 AH7440  HISTORY     - Date     Condition        Report By
 AH7440  HISTORY     - 1951     MONUMENTED       MNDT
 AH7440  HISTORY     - 19940504 GOOD             MNDT
 AH7440
 AH7440                          STATION DESCRIPTION
 AH7440
 AH7440'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7440'2 MI (3.2 KM) NORTH OF LITTLE ROCK, SET IN A HEADWALL AT THE SOUTH END
 AH7440'OF TH 25 BOX CULVERT OVER LITTLE ROCK CREEK, 2.5 MI (4.0 KM) SOUTH
 AH7440'ALONG TH 25 FROM THE JCT OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP
 AH7440'119.7, 17 FT (5.2 M) EAST OF TH 25.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7442 ***********************************************************************
 AH7442  DESIGNATION -  4910 E
 AH7442  PID         -  AH7442
 AH7442  STATE/COUNTY-  MN/MORRISON
 AH7442  COUNTRY     -  US
 AH7442  USGS QUAD   -  PIERZ (1978)
 AH7442
 AH7442                         *CURRENT SURVEY CONTROL
 AH7442  ______________________________________________________________________
 AH7442* NAD 83(1986) POSITION- 45 52 48.     (N) 094 05 34.     (W)   SCALED    
 AH7442* NAVD 88 ORTHO HEIGHT -   366.086  (meters)    1201.07  (feet) ADJUSTED  
 AH7442  ______________________________________________________________________
 AH7442  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AH7442  DYNAMIC HEIGHT  -        366.088 (meters)     1201.07  (feet) COMP
 AH7442  MODELED GRAVITY -    980,608.2   (mgal)                       NAVD 88
 AH7442
 AH7442  VERT ORDER      -  SECOND    CLASS I
 AH7442
 AH7442.The horizontal coordinates were scaled from a topographic map and have
 AH7442.an estimated accuracy of +/- 6 seconds.
 AH7442.
 AH7442.The orthometric height was determined by differential leveling and
 AH7442.adjusted in August 2004.
 AH7442
 AH7442.The dynamic height is computed by dividing the NAVD 88
 AH7442.geopotential number by the normal gravity value computed on the
 AH7442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7442.degrees latitude (g = 980.6199 gals.).
 AH7442
 AH7442.The modeled gravity was interpolated from observed gravity values.
 AH7442
 AH7442;                    North         East    Units  Estimated Accuracy
 AH7442;SPC MN C     -   197,820.      812,210.      MT  (+/- 180 meters Scaled)
 AH7442
 AH7442                          SUPERSEDED SURVEY CONTROL
 AH7442
 AH7442.No superseded survey control is available for this station.
 AH7442
 AH7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL152812(NAD 83)
 AH7442
 AH7442_MARKER: DB = BENCH MARK DISK
 AH7442_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH7442_SP_SET: HEADWALL BOX CULVERT
 AH7442_STAMPING: 4910 E
 AH7442_MARK LOGO: MNHD  
 AH7442_PROJECTION: FLUSH
 AH7442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7442+STABILITY: SURFACE MOTION
 AH7442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7442+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2008
 AH7442
 AH7442  HISTORY     - Date     Condition        Report By
 AH7442  HISTORY     - 1951     MONUMENTED       MNHD
 AH7442  HISTORY     - 19940504 GOOD             MNDT
 AH7442  HISTORY     - 20081024 GOOD             MNDT
 AH7442
 AH7442                          STATION DESCRIPTION
 AH7442
 AH7442'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7442'1.2 MI (1.9 KM) SOUTH OF BUCKMAN, SET IN A HEADWALL AT THE SOUTH END
 AH7442'OF TH 25 BOX CULVERT, 1.2 MI (1.9 KM) SOUTH ALONG TH 25 FROM THE JCT
 AH7442'OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP 121.0, 17.5 FT (5.3 M)
 AH7442'EAST OF TH 25, 108.0 FT (32.9 M) SOUTH OF MP 121 SIGN POST, 0.5 FT
 AH7442'(15.2 CM) NORTH OF THE SOUTH END OF THE HEADWALL.
 AH7442
 AH7442                          STATION RECOVERY (2008)
 AH7442
 AH7442'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DDS)
 AH7442'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST-NORTHWEST OF RAMEY,
 AH7442'7.0 MI (11.3 KM) SOUTH OF PIERZ AND 3.3 MI (5.3 KM) NORTH OF LITTLE
 AH7442'ROCK.
 AH7442' 
 AH7442'TO REACH TO THE MARK GO 1.2 MI (1.9 KM) SOUTH ON TRUNK HIGHWAY 25 FROM
 AH7442'THE JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 AT BUCKMAN, AT
 AH7442'TRUNK HIGHWAY 25 MILEPOST 121, IN SOUTH END OF EAST HEADWALL OF TRUNK
 AH7442'HIGHWAY 25 (OLD TRUNK HIGHWAY 218) BOX CULVERT, AT TRUNK HIGHWAY 25
 AH7442'STATION 205+81, 108 FT (32.9 M) SOUTH OF TRUNK HIGHWAY 25 MILEPOST
 AH7442'121, 17.2 FT (5.2 M) EAST OF TRUNK HIGHWAY 25, 0.5 FT (0.2 M) NORTH OF
 AH7442'SOUTH END OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7438 ***********************************************************************
 AH7438  DESIGNATION -  4910 G
 AH7438  PID         -  AH7438
 AH7438  STATE/COUNTY-  MN/MORRISON
 AH7438  COUNTRY     -  US
 AH7438  USGS QUAD   -  LITTLE ROCK (1978)
 AH7438
 AH7438                         *CURRENT SURVEY CONTROL
 AH7438  ______________________________________________________________________
 AH7438* NAD 83(2007) POSITION- 45 50 23.13842(N) 094 05 39.64376(W)   ADJUSTED  
 AH7438* NAD 83(2007) ELLIP HT-   339.745 (meters)        (02/10/07)   ADJUSTED
 AH7438* NAD 83(2007) EPOCH   -  2002.00
 AH7438* NAVD 88 ORTHO HEIGHT -   366.629  (meters)    1202.85  (feet) ADJUSTED  
 AH7438  ______________________________________________________________________
 AH7438  NAD 83(2007) X  -   -317,822.063 (meters)                     COMP
 AH7438  NAD 83(2007) Y  - -4,439,990.737 (meters)                     COMP
 AH7438  NAD 83(2007) Z  -  4,553,101.117 (meters)                     COMP
 AH7438  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC09
 AH7438  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 AH7438  DYNAMIC HEIGHT  -        366.629 (meters)     1202.85  (feet) COMP
 AH7438  MODELED GRAVITY -    980,604.0   (mgal)                       NAVD 88
 AH7438
 AH7438  VERT ORDER      -  SECOND    CLASS I
 AH7438
 AH7438  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7438  Type                                         Horiz  Ellip  Dist(km)
 AH7438  -------------------------------------------------------------------
 AH7438  NETWORK                                       0.60   0.80
 AH7438  -------------------------------------------------------------------
 AH7438  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.57      3.20
 AH7438  -------------------------------------------------------------------
 AH7438  NOTE: Click here for information on individual local accuracy
 AH7438  values and other accuracy information.
 AH7438
 AH7438
 AH7438.The horizontal coordinates were established by GPS observations
 AH7438.and adjusted by the National Geodetic Survey in February 2007.
 AH7438
 AH7438.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7438.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7438
 AH7438.The horizontal coordinates are valid at the epoch date displayed above
 AH7438.which is a decimal equivalence of Year/Month/Day.
 AH7438
 AH7438.The orthometric height was determined by differential leveling and
 AH7438.adjusted in August 2004.
 AH7438
 AH7438.Photographs are available for this station.
 AH7438
 AH7438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7438
 AH7438.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7438
 AH7438.The ellipsoidal height was determined by GPS observations
 AH7438.and is referenced to NAD 83.
 AH7438
 AH7438.The dynamic height is computed by dividing the NAVD 88
 AH7438.geopotential number by the normal gravity value computed on the
 AH7438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7438.degrees latitude (g = 980.6199 gals.).
 AH7438
 AH7438.The modeled gravity was interpolated from observed gravity values.
 AH7438
 AH7438. The following values were computed from the NAD 83(2007) position.
 AH7438
 AH7438;                    North         East     Units Scale Factor Converg.
 AH7438;SPC MN C     -   193,348.208   812,091.769   MT  0.99995913   +0 06 45.4
 AH7438;SPC MN C     -   634,343.25  2,664,337.75   sFT  0.99995913   +0 06 45.4
 AH7438;UTM  15      - 5,076,826.308   415,018.163   MT  0.99968878   -0 47 06.4
 AH7438
 AH7438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7438!SPC MN C     -   0.99994674  x   0.99995913  =   0.99990587
 AH7438!UTM  15      -   0.99994674  x   0.99968878  =   0.99963554
 AH7438
 AH7438                          SUPERSEDED SURVEY CONTROL
 AH7438
 AH7438  NAD 83(1996)-  45 50 23.13841(N)    094 05 39.64333(W) AD(       ) 1
 AH7438  ELLIP H (07/06/04)  339.789  (m)                       GP(       ) 3 2
 AH7438  NAVD 88 (07/06/04)  366.63   (m)         1202.9    (f) LEVELING    3  
 AH7438
 AH7438.Superseded values are not recommended for survey control.
 AH7438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7438.See file dsdata.txt to determine how the superseded data were derived.
 AH7438
 AH7438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1501876826(NAD 83)
 AH7438
 AH7438_MARKER: DD = SURVEY DISK
 AH7438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7438_STAMPING: 4910 G 1994
 AH7438_MARK LOGO: MNDT  
 AH7438_PROJECTION: RECESSED 13 CENTIMETERS
 AH7438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7438+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 AH7438_ROD/PIPE-DEPTH:  4.6 meters
 AH7438
 AH7438  HISTORY     - Date     Condition        Report By
 AH7438  HISTORY     - 1994     MONUMENTED       MNDT
 AH7438  HISTORY     - 20031028 GOOD             MNDT
 AH7438  HISTORY     - 20050516 GOOD             MNDT
 AH7438
 AH7438                          STATION DESCRIPTION
 AH7438
 AH7438'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7438'0.5 MI (0.8 KM) NORTH OF LITTLE ROCK, 4.0 MI (6.4 KM) SOUTH ALONG TH
 AH7438'25 FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN TO TH 25 MP 118.15, THEN
 AH7438'250 FT (76.2 M) WEST ALONG A GRAVEL ROAD, 19.5 FT (5.9 M) NORTH OF
 AH7438'GRAVEL RD, 3.6 FT (1.1 M) EAST OF A P-POLE, 1.1 FT (0.3 M) EAST OF A
 AH7438'WITNESS POST.
 AH7438
 AH7438                          STATION RECOVERY (2003)
 AH7438
 AH7438'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7438'0.5 MILES NORTH OF LITTLE ROCK, 4.0 MILES SOUTH ALONG TRUNK HIGHWAY 25
 AH7438'FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN BUCKMAN TO
 AH7438'TRUNK HIGHWAY 25 MILEPOINT 118.15 THEN 250 FEET WEST ALONG 53RD
 AH7438'STREET, 19.5 FEET NORTH OF GRAVEL ROAD, 3.6 FEET EAST OF POWER POLE,
 AH7438'1.1 FEET EAST OF WITNESS POST
 AH7438
 AH7438                          STATION RECOVERY (2005)
 AH7438
 AH7438'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (SD)
 AH7438'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7439 ***********************************************************************
 AH7439  DESIGNATION -  4910 H
 AH7439  PID         -  AH7439
 AH7439  STATE/COUNTY-  MN/MORRISON
 AH7439  COUNTRY     -  US
 AH7439  USGS QUAD   -  LITTLE ROCK (1978)
 AH7439
 AH7439                         *CURRENT SURVEY CONTROL
 AH7439  ______________________________________________________________________
 AH7439* NAD 83(1986) POSITION- 45 51 07.5    (N) 094 05 34.2    (W)   HD_HELD2  
 AH7439* NAVD 88 ORTHO HEIGHT -   373.503  (meters)    1225.40  (feet) ADJUSTED  
 AH7439  ______________________________________________________________________
 AH7439  GEOID HEIGHT    -        -26.88  (meters)                     GEOID09
 AH7439  DYNAMIC HEIGHT  -        373.503 (meters)     1225.40  (feet) COMP
 AH7439  MODELED GRAVITY -    980,605.2   (mgal)                       NAVD 88
 AH7439
 AH7439  VERT ORDER      -  SECOND    CLASS I
 AH7439
 AH7439.The horizontal coordinates were established by autonomous hand held GPS
 AH7439.observations and have an estimated accuracy of +/- 10 meters.
 AH7439.
 AH7439.The orthometric height was determined by differential leveling and
 AH7439.adjusted in August 2004.
 AH7439
 AH7439.Photographs are available for this station.
 AH7439
 AH7439.The dynamic height is computed by dividing the NAVD 88
 AH7439.geopotential number by the normal gravity value computed on the
 AH7439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7439.degrees latitude (g = 980.6199 gals.).
 AH7439
 AH7439.The modeled gravity was interpolated from observed gravity values.
 AH7439
 AH7439;                    North         East    Units  Estimated Accuracy
 AH7439;SPC MN C     -   194,718.      812,207.      MT  (+/- 10 meters HH2 GPS)
 AH7439
 AH7439                          SUPERSEDED SURVEY CONTROL
 AH7439
 AH7439.No superseded survey control is available for this station.
 AH7439
 AH7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1515478193(NAD 83)
 AH7439
 AH7439_MARKER: DV = VERTICAL CONTROL DISK
 AH7439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7439_STAMPING: 4910 H 1994
 AH7439_MARK LOGO: MNDT  
 AH7439_PROJECTION: FLUSH
 AH7439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7439+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7439_ROD/PIPE-DEPTH:  3.7 meters
 AH7439
 AH7439  HISTORY     - Date     Condition        Report By
 AH7439  HISTORY     - 1994     MONUMENTED       MNDT
 AH7439
 AH7439                          STATION DESCRIPTION
 AH7439
 AH7439'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7439'1.25 MI (2.01 KM) NORTH OF LITTLE ROCK, 3.15 MI (5.07 KM) SOUTH ALONG
 AH7439'TH 25 FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP 119.05,
 AH7439'57.5 FT (17.5 M) WEST OF TH 25, 98 FT (29.9 M) SOUTH OF A FARM DRIVE,
 AH7439'129.5 FT (39.5 M) WNW OF MP 119 SIGN POST, 9.2 FT (2.8 M) SOUTH OF AN
 AH7439'8 INCH JACK PINE TREE, 80.7 FT (24.6 M) SSE OF TEL CABLE PED NO 451,
 AH7439'1.1 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7441 ***********************************************************************
 AH7441  DESIGNATION -  4910 J
 AH7441  PID         -  AH7441
 AH7441  STATE/COUNTY-  MN/MORRISON
 AH7441  COUNTRY     -  US
 AH7441  USGS QUAD   -  LITTLE ROCK (1978)
 AH7441
 AH7441                         *CURRENT SURVEY CONTROL
 AH7441  ______________________________________________________________________
 AH7441* NAD 83(2007) POSITION- 45 52 06.78988(N) 094 05 37.24641(W)   ADJUSTED  
 AH7441* NAD 83(2007) ELLIP HT-   344.341 (meters)        (02/10/07)   ADJUSTED
 AH7441* NAD 83(2007) EPOCH   -  2002.00
 AH7441* NAVD 88 ORTHO HEIGHT -   371.191  (meters)    1217.82  (feet) ADJUSTED  
 AH7441  ______________________________________________________________________
 AH7441  NAD 83(2007) X  -   -317,606.747 (meters)                     COMP
 AH7441  NAD 83(2007) Y  - -4,437,706.998 (meters)                     COMP
 AH7441  NAD 83(2007) Z  -  4,555,333.429 (meters)                     COMP
 AH7441  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC09
 AH7441  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 AH7441  DYNAMIC HEIGHT  -        371.193 (meters)     1217.82  (feet) COMP
 AH7441  MODELED GRAVITY -    980,607.0   (mgal)                       NAVD 88
 AH7441
 AH7441  VERT ORDER      -  SECOND    CLASS I
 AH7441
 AH7441  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7441  Type                                         Horiz  Ellip  Dist(km)
 AH7441  -------------------------------------------------------------------
 AH7441  NETWORK                                       0.62   0.82
 AH7441  -------------------------------------------------------------------
 AH7441  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.61      3.20
 AH7441  -------------------------------------------------------------------
 AH7441  NOTE: Click here for information on individual local accuracy
 AH7441  values and other accuracy information.
 AH7441
 AH7441
 AH7441.The horizontal coordinates were established by GPS observations
 AH7441.and adjusted by the National Geodetic Survey in February 2007.
 AH7441
 AH7441.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7441.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7441
 AH7441.The horizontal coordinates are valid at the epoch date displayed above
 AH7441.which is a decimal equivalence of Year/Month/Day.
 AH7441
 AH7441.The orthometric height was determined by differential leveling and
 AH7441.adjusted in August 2004.
 AH7441
 AH7441.Photographs are available for this station.
 AH7441
 AH7441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7441
 AH7441.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7441
 AH7441.The ellipsoidal height was determined by GPS observations
 AH7441.and is referenced to NAD 83.
 AH7441
 AH7441.The dynamic height is computed by dividing the NAVD 88
 AH7441.geopotential number by the normal gravity value computed on the
 AH7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7441.degrees latitude (g = 980.6199 gals.).
 AH7441
 AH7441.The modeled gravity was interpolated from observed gravity values.
 AH7441
 AH7441. The following values were computed from the NAD 83(2007) position.
 AH7441
 AH7441;                    North         East     Units Scale Factor Converg.
 AH7441;SPC MN C     -   196,548.361   812,137.185   MT  0.99995495   +0 06 47.1
 AH7441;SPC MN C     -   644,842.41  2,664,486.75   sFT  0.99995495   +0 06 47.1
 AH7441;UTM  15      - 5,080,024.497   415,113.698   MT  0.99968858   -0 47 06.1
 AH7441
 AH7441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7441!SPC MN C     -   0.99994602  x   0.99995495  =   0.99990097
 AH7441!UTM  15      -   0.99994602  x   0.99968858  =   0.99963462
 AH7441
 AH7441                          SUPERSEDED SURVEY CONTROL
 AH7441
 AH7441  NAD 83(1996)-  45 52 06.78986(N)    094 05 37.24597(W) AD(       ) 1
 AH7441  ELLIP H (07/06/04)  344.385  (m)                       GP(       ) 3 2
 AH7441  NAVD 88 (07/06/04)  371.19   (m)         1217.8    (f) LEVELING    3  
 AH7441
 AH7441.Superseded values are not recommended for survey control.
 AH7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7441.See file dsdata.txt to determine how the superseded data were derived.
 AH7441
 AH7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1511380024(NAD 83)
 AH7441
 AH7441_MARKER: DD = SURVEY DISK
 AH7441_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7441_STAMPING: 4910 J 1994
 AH7441_MARK LOGO: MNDT  
 AH7441_PROJECTION: RECESSED 5 CENTIMETERS
 AH7441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7441+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 AH7441_ROD/PIPE-DEPTH:  6.1 meters
 AH7441
 AH7441  HISTORY     - Date     Condition        Report By
 AH7441  HISTORY     - 1994     MONUMENTED       MNDT
 AH7441  HISTORY     - 20031028 GOOD             MNDT
 AH7441
 AH7441                          STATION DESCRIPTION
 AH7441
 AH7441'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7441'2.5 MI (4.0 KM) NORTH OF LITTLE ROCK, 2.0 MI (3.2 KM) SOUTH ALONG TH
 AH7441'25 FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN TO TH 25 MP 120.15, THEN
 AH7441'GO ABOUT 250 FT (76.2 M) WEST ON A GRAVEL RD, 31 FT (9.4 M) SOUTH OF
 AH7441'GRAVEL RD, 3.3 FT (1.0 M) EAST OF P-POLE, 47 FT (14.3 M) SOUTH OF A
 AH7441'DRIVE EXTENDED TO EAST, 1.0 FT (0.3 M) EAST OF A WITNESS POST.
 AH7441
 AH7441                          STATION RECOVERY (2003)
 AH7441
 AH7441'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7441'2.5 MILES NORTH OF LITTLE ROCK, 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 25
 AH7441'FROM JUNCTION OF TRUNK HIGHWAY 25 AND COUNTY ROAD 34 IN BUCKMAN TO
 AH7441'TRUNK HIGHWAY 25 MILEPOINT 120.15 THEN ABOUT 250 FEET WEST ALONG
 AH7441'GRAVEL ROAD, 31.0 FEET SOUTH OF GRAVEL ROAD, 3.3 FEET EAST OF POWER
 AH7441'POLE, 47.0 FEET SOUTH OF DRIVE EXTENDED EAST, 1.0 FEET EAST OF WITNESS
 AH7441'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7444 ***********************************************************************
 AH7444  DESIGNATION -  4910 K
 AH7444  PID         -  AH7444
 AH7444  STATE/COUNTY-  MN/MORRISON
 AH7444  COUNTRY     -  US
 AH7444  USGS QUAD   -  PIERZ (1978)
 AH7444
 AH7444                         *CURRENT SURVEY CONTROL
 AH7444  ______________________________________________________________________
 AH7444* NAD 83(1986) POSITION- 45 53 21.7    (N) 094 05 37.3    (W)   HD_HELD2  
 AH7444* NAVD 88 ORTHO HEIGHT -   366.013  (meters)    1200.83  (feet) ADJUSTED  
 AH7444  ______________________________________________________________________
 AH7444  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 AH7444  DYNAMIC HEIGHT  -        366.014 (meters)     1200.83  (feet) COMP
 AH7444  MODELED GRAVITY -    980,609.3   (mgal)                       NAVD 88
 AH7444
 AH7444  VERT ORDER      -  SECOND    CLASS I
 AH7444
 AH7444.The horizontal coordinates were established by autonomous hand held GPS
 AH7444.observations and have an estimated accuracy of +/- 10 meters.
 AH7444.
 AH7444.The orthometric height was determined by differential leveling and
 AH7444.adjusted in August 2004.
 AH7444
 AH7444.Photographs are available for this station.
 AH7444
 AH7444.The dynamic height is computed by dividing the NAVD 88
 AH7444.geopotential number by the normal gravity value computed on the
 AH7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7444.degrees latitude (g = 980.6199 gals.).
 AH7444
 AH7444.The modeled gravity was interpolated from observed gravity values.
 AH7444
 AH7444;                    North         East    Units  Estimated Accuracy
 AH7444;SPC MN C     -   198,861.      812,131.      MT  (+/- 10 meters HH2 GPS)
 AH7444
 AH7444                          SUPERSEDED SURVEY CONTROL
 AH7444
 AH7444.No superseded survey control is available for this station.
 AH7444
 AH7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1514482336(NAD 83)
 AH7444
 AH7444_MARKER: DD = SURVEY DISK
 AH7444_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7444_STAMPING: 4910 K 1994
 AH7444_MARK LOGO: MNDT  
 AH7444_PROJECTION: RECESSED 3 CENTIMETERS
 AH7444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7444+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7444_ROD/PIPE-DEPTH:  4.3 meters
 AH7444
 AH7444  HISTORY     - Date     Condition        Report By
 AH7444  HISTORY     - 1994     MONUMENTED       MNDT
 AH7444
 AH7444                          STATION DESCRIPTION
 AH7444
 AH7444'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7444'0.5 MI (0.8 KM) SOUTH OF BUCKMAN, 0.55 MI (0.89 KM) SOUTH ALONG TH 25
 AH7444'FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP 121.6, 70.5 FT
 AH7444'(21.5 M) WEST OF TH 25, 63.5 FT (19.4 M) SOUTH OF A FARM DRIVE, 2.5 FT
 AH7444'(0.8 M) NORTH OF A P-POLE, 5.2 FT (1.6 M) EAST OF A GUY WIRE ANCHOR,
 AH7444'1.0 FT (0.3 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7445 ***********************************************************************
 AH7445  DESIGNATION -  4910 L
 AH7445  PID         -  AH7445
 AH7445  STATE/COUNTY-  MN/MORRISON
 AH7445  COUNTRY     -  US
 AH7445  USGS QUAD   -  PIERZ (1978)
 AH7445
 AH7445                         *CURRENT SURVEY CONTROL
 AH7445  ______________________________________________________________________
 AH7445* NAD 83(1986) POSITION- 45 54 03.6    (N) 094 05 38.4    (W)   HD_HELD2  
 AH7445* NAVD 88 ORTHO HEIGHT -   361.530  (meters)    1186.12  (feet) ADJUSTED  
 AH7445  ______________________________________________________________________
 AH7445  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 AH7445  DYNAMIC HEIGHT  -        361.532 (meters)     1186.13  (feet) COMP
 AH7445  MODELED GRAVITY -    980,610.8   (mgal)                       NAVD 88
 AH7445
 AH7445  VERT ORDER      -  SECOND    CLASS I
 AH7445
 AH7445.The horizontal coordinates were established by autonomous hand held GPS
 AH7445.observations and have an estimated accuracy of +/- 10 meters.
 AH7445.
 AH7445.The orthometric height was determined by differential leveling and
 AH7445.adjusted in August 2004.
 AH7445
 AH7445.Photographs are available for this station.
 AH7445
 AH7445.The dynamic height is computed by dividing the NAVD 88
 AH7445.geopotential number by the normal gravity value computed on the
 AH7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7445.degrees latitude (g = 980.6199 gals.).
 AH7445
 AH7445.The modeled gravity was interpolated from observed gravity values.
 AH7445
 AH7445;                    North         East    Units  Estimated Accuracy
 AH7445;SPC MN C     -   200,155.      812,105.      MT  (+/- 10 meters HH2 GPS)
 AH7445
 AH7445                          SUPERSEDED SURVEY CONTROL
 AH7445
 AH7445.No superseded survey control is available for this station.
 AH7445
 AH7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1513883629(NAD 83)
 AH7445
 AH7445_MARKER: DV = VERTICAL CONTROL DISK
 AH7445_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH7445_SP_SET: CULVERT HEADWALL
 AH7445_STAMPING: 4910 L 1994
 AH7445_MARK LOGO: MNDT  
 AH7445_PROJECTION: FLUSH
 AH7445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7445+STABILITY: SURFACE MOTION
 AH7445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7445+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7445
 AH7445  HISTORY     - Date     Condition        Report By
 AH7445  HISTORY     - 1994     MONUMENTED       MNDT
 AH7445
 AH7445                          STATION DESCRIPTION
 AH7445
 AH7445'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7445'0.25 MI (0.40 KM) NORTH OF BUCKMAN, SET IN THE HEADWALL AT SE COR OF
 AH7445'TH 25 BOX CULVERT NO 6370 OVER BUCKMAN CREEK, 0.25 MI (0.40 KM) NORTH
 AH7445'ALONG TH 25 FROM JCT OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP
 AH7445'122.4, 23 FT (7.0 M) EAST OF TH 25, 1.25 FT (0.38 M) NORTH OF THE SE
 AH7445'CORNER OF THE HEADWALL OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7447 ***********************************************************************
 AH7447  DESIGNATION -  4910 N
 AH7447  PID         -  AH7447
 AH7447  STATE/COUNTY-  MN/MORRISON
 AH7447  COUNTRY     -  US
 AH7447  USGS QUAD   -  PIERZ (1978)
 AH7447
 AH7447                         *CURRENT SURVEY CONTROL
 AH7447  ______________________________________________________________________
 AH7447* NAD 83(1986) POSITION- 45 54 42.7    (N) 094 06 51.2    (W)   HD_HELD2  
 AH7447* NAVD 88 ORTHO HEIGHT -   357.863  (meters)    1174.09  (feet) ADJUSTED  
 AH7447  ______________________________________________________________________
 AH7447  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AH7447  DYNAMIC HEIGHT  -        357.866 (meters)     1174.10  (feet) COMP
 AH7447  MODELED GRAVITY -    980,613.9   (mgal)                       NAVD 88
 AH7447
 AH7447  VERT ORDER      -  SECOND    CLASS I
 AH7447
 AH7447.The horizontal coordinates were established by autonomous hand held GPS
 AH7447.observations and have an estimated accuracy of +/- 10 meters.
 AH7447.
 AH7447.The orthometric height was determined by differential leveling and
 AH7447.adjusted in August 2004.
 AH7447
 AH7447.Photographs are available for this station.
 AH7447
 AH7447.The dynamic height is computed by dividing the NAVD 88
 AH7447.geopotential number by the normal gravity value computed on the
 AH7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7447.degrees latitude (g = 980.6199 gals.).
 AH7447
 AH7447.The modeled gravity was interpolated from observed gravity values.
 AH7447
 AH7447;                    North         East    Units  Estimated Accuracy
 AH7447;SPC MN C     -   201,359.      810,534.      MT  (+/- 10 meters HH2 GPS)
 AH7447
 AH7447                          SUPERSEDED SURVEY CONTROL
 AH7447
 AH7447.No superseded survey control is available for this station.
 AH7447
 AH7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1358684858(NAD 83)
 AH7447
 AH7447_MARKER: DV = VERTICAL CONTROL DISK
 AH7447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7447_STAMPING: 4910 N 1994
 AH7447_MARK LOGO: MNDT  
 AH7447_PROJECTION: FLUSH
 AH7447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7447+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7447_ROD/PIPE-DEPTH:  4.6 meters
 AH7447
 AH7447  HISTORY     - Date     Condition        Report By
 AH7447  HISTORY     - 1994     MONUMENTED       MNDT
 AH7447
 AH7447                          STATION DESCRIPTION
 AH7447
 AH7447'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7447'1 MI (1.6 KM) NW OF BUCKMAN, 1.9 MI (3.1 KM) NORTH ALONG TH 25 FROM
 AH7447'JCT OF TH 25 AND CO RD 34 IN BUCKMAN, AT TH 25 MP 124.05, 85 FT (25.9
 AH7447'M) SW OF TH 25, 164 FT (50.0 M) SE OF CO RD 236, 3.3 FT (1.0 M) WEST
 AH7447'OF A P-POLE, 28.7 FT (8.7 M) NNW OF A R/W POST, 1.0 FT (0.3 M) NORTH
 AH7447'OF A WITNESS POST.  J.E.M.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7448 ***********************************************************************
 AH7448  DESIGNATION -  4910 P
 AH7448  PID         -  AH7448
 AH7448  STATE/COUNTY-  MN/MORRISON
 AH7448  COUNTRY     -  US
 AH7448  USGS QUAD   -  PIERZ (1978)
 AH7448
 AH7448                         *CURRENT SURVEY CONTROL
 AH7448  ______________________________________________________________________
 AH7448* NAD 83(2007) POSITION- 45 55 34.53925(N) 094 07 00.14220(W)   ADJUSTED  
 AH7448* NAD 83(2007) ELLIP HT-   329.768 (meters)        (02/10/07)   ADJUSTED
 AH7448* NAD 83(2007) EPOCH   -  2002.00
 AH7448* NAVD 88 ORTHO HEIGHT -   356.587  (meters)    1169.90  (feet) ADJUSTED  
 AH7448  ______________________________________________________________________
 AH7448  NAD 83(2007) X  -   -319,058.788 (meters)                     COMP
 AH7448  NAD 83(2007) Y  - -4,432,974.502 (meters)                     COMP
 AH7448  NAD 83(2007) Z  -  4,559,787.148 (meters)                     COMP
 AH7448  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC09
 AH7448  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AH7448  DYNAMIC HEIGHT  -        356.592 (meters)     1169.92  (feet) COMP
 AH7448  MODELED GRAVITY -    980,616.0   (mgal)                       NAVD 88
 AH7448
 AH7448  VERT ORDER      -  SECOND    CLASS I
 AH7448
 AH7448  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH7448  Type                                         Horiz  Ellip  Dist(km)
 AH7448  -------------------------------------------------------------------
 AH7448  NETWORK                                       0.57   0.80
 AH7448  -------------------------------------------------------------------
 AH7448  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.73      4.86
 AH7448  -------------------------------------------------------------------
 AH7448  NOTE: Click here for information on individual local accuracy
 AH7448  values and other accuracy information.
 AH7448
 AH7448
 AH7448.The horizontal coordinates were established by GPS observations
 AH7448.and adjusted by the National Geodetic Survey in February 2007.
 AH7448
 AH7448.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH7448.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH7448
 AH7448.The horizontal coordinates are valid at the epoch date displayed above
 AH7448.which is a decimal equivalence of Year/Month/Day.
 AH7448
 AH7448.The orthometric height was determined by differential leveling and
 AH7448.adjusted in August 2004.
 AH7448
 AH7448.Photographs are available for this station.
 AH7448
 AH7448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7448
 AH7448.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH7448
 AH7448.The ellipsoidal height was determined by GPS observations
 AH7448.and is referenced to NAD 83.
 AH7448
 AH7448.The dynamic height is computed by dividing the NAVD 88
 AH7448.geopotential number by the normal gravity value computed on the
 AH7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7448.degrees latitude (g = 980.6199 gals.).
 AH7448
 AH7448.The modeled gravity was interpolated from observed gravity values.
 AH7448
 AH7448. The following values were computed from the NAD 83(2007) position.
 AH7448
 AH7448;                    North         East     Units Scale Factor Converg.
 AH7448;SPC MN C     -   202,958.991   810,338.538   MT  0.99994731   +0 05 47.1
 AH7448;SPC MN C     -   665,874.62  2,658,585.69   sFT  0.99994731   +0 05 47.1
 AH7448;UTM  15      - 5,086,460.864   413,416.233   MT  0.99969216   -0 48 08.4
 AH7448
 AH7448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7448!SPC MN C     -   0.99994831  x   0.99994731  =   0.99989562
 AH7448!UTM  15      -   0.99994831  x   0.99969216  =   0.99964048
 AH7448
 AH7448                          SUPERSEDED SURVEY CONTROL
 AH7448
 AH7448  NAD 83(1996)-  45 55 34.53901(N)    094 07 00.14171(W) AD(       ) 1
 AH7448  ELLIP H (07/06/04)  329.807  (m)                       GP(       ) 3 2
 AH7448  NAVD 88 (07/06/04)  356.59   (m)         1169.9    (f) LEVELING    3  
 AH7448
 AH7448.Superseded values are not recommended for survey control.
 AH7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7448.See file dsdata.txt to determine how the superseded data were derived.
 AH7448
 AH7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1341686460(NAD 83)
 AH7448
 AH7448_MARKER: DD = SURVEY DISK
 AH7448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7448_STAMPING: 4910 P 1994
 AH7448_MARK LOGO: MNDT  
 AH7448_PROJECTION: RECESSED 3 CENTIMETERS
 AH7448_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH7448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7448+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 AH7448_ROD/PIPE-DEPTH:  4.6 meters
 AH7448
 AH7448  HISTORY     - Date     Condition        Report By
 AH7448  HISTORY     - 1994     MONUMENTED       MNDT
 AH7448  HISTORY     - 20031029 GOOD             MNDT
 AH7448  HISTORY     - 20050516 GOOD             MNDT
 AH7448
 AH7448                          STATION DESCRIPTION
 AH7448
 AH7448'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7448'3.5 MI (5.6 KM) SOUTH OF PIERZ, 3.15 MI (5.07 KM) SOUTH ALONG TH 25
 AH7448'FROM SOUTH JCT OF TH 25 AND TH 27 IN PIERZ TO TH 25 MP 125.1, THEN
 AH7448'ABOUT 300 FT (91.4 M) WEST ON A GRAVEL RD, 31.5 FT (9.6 M) SOUTH OF A
 AH7448'GRAVEL RD, 3.5 FT (1.1 M) ENE OF A P-POLE, 69.6 FT (21.2 M) SOUTH OF
 AH7448'AN E-W FENCELINE, 140.9 FT (42.9 M) ESE OF A PIPELINE CROSSING SIGN
 AH7448'POST, 0.9 FT (27.4 CM) EAST OF A WITNESS POST.
 AH7448
 AH7448                          STATION RECOVERY (2003)
 AH7448
 AH7448'RECOVERY NOTE BY MN DEPT OF TRANSP 2003
 AH7448'3.5 MILES SOUTH OF PIERZ, 3.15 MILES SOUTH ALONG TRUNK HIGHWAY 25 FROM
 AH7448'SOUTH JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27 IN PIERZ TO
 AH7448'TRUNK HIGHWAY 25 MILEPOINT 125.1 THEN ABOUT 300 FEET WEST ALONG GRAVEL
 AH7448'ROAD, 31.5 FEET SOUTH OF GRAVEL ROAD, 3.5 FEET EAST-NORTHEAST OF POWER
 AH7448'POLE, 69.6 FEET SOUTH OF EAST-WEST FENCELINE, 140.9 FEET
 AH7448'EAST-SOUTHEAST OF PIPELINE CROSSING SIGN POST, 0.90 FEET EAST OF
 AH7448'WITNESS POST
 AH7448
 AH7448                          STATION RECOVERY (2005)
 AH7448
 AH7448'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH7448'3.5 MILES SOUTH OF PIERZ, 3.15 MILES SOUTH ALONG TRUNK HIGHWAY 25 FROM
 AH7448'SOUTH JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27 IN PIERZ TO T
 AH7448'RUNK HIGHWAY 25 MILEPOINT 125.1 THEN ABOUT 300 FEET WEST ALONG GRAVEL
 AH7448'ROAD, 31.5 FEET SOUTH OF GRAVEL ROAD, 3.5 FEET EAST-NORTHEAST OF POWER
 AH7448'POLE, 69.6 FEET SOUTH OF EAST-WEST FENCELINE, 140.9 FEET EAST-SOUTHEA
 AH7448'ST OF PIPELINE CROSSING SIGN POST, 0.90 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7449 ***********************************************************************
 AH7449  DESIGNATION -  4910 Q
 AH7449  PID         -  AH7449
 AH7449  STATE/COUNTY-  MN/MORRISON
 AH7449  COUNTRY     -  US
 AH7449  USGS QUAD   -  PIERZ (1978)
 AH7449
 AH7449                         *CURRENT SURVEY CONTROL
 AH7449  ______________________________________________________________________
 AH7449* NAD 83(1986) POSITION- 45 56 12.     (N) 094 06 53.     (W)   SCALED    
 AH7449* NAVD 88 ORTHO HEIGHT -   347.483  (meters)    1140.03  (feet) ADJUSTED  
 AH7449  ______________________________________________________________________
 AH7449  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AH7449  DYNAMIC HEIGHT  -        347.487 (meters)     1140.05  (feet) COMP
 AH7449  MODELED GRAVITY -    980,617.1   (mgal)                       NAVD 88
 AH7449
 AH7449  VERT ORDER      -  SECOND    CLASS I
 AH7449
 AH7449.The horizontal coordinates were scaled from a topographic map and have
 AH7449.an estimated accuracy of +/- 6 seconds.
 AH7449.
 AH7449.The orthometric height was determined by differential leveling and
 AH7449.adjusted in August 2004.
 AH7449
 AH7449.Photographs are available for this station.
 AH7449
 AH7449.The dynamic height is computed by dividing the NAVD 88
 AH7449.geopotential number by the normal gravity value computed on the
 AH7449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7449.degrees latitude (g = 980.6199 gals.).
 AH7449
 AH7449.The modeled gravity was interpolated from observed gravity values.
 AH7449
 AH7449;                    North         East    Units  Estimated Accuracy
 AH7449;SPC MN C     -   204,120.      810,490.      MT  (+/- 180 meters Scaled)
 AH7449
 AH7449                          SUPERSEDED SURVEY CONTROL
 AH7449
 AH7449.No superseded survey control is available for this station.
 AH7449
 AH7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL135876(NAD 83)
 AH7449
 AH7449_MARKER: DV = VERTICAL CONTROL DISK
 AH7449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7449_SP_SET: BRIDGE WINGWALL
 AH7449_STAMPING: 4910 Q 1994
 AH7449_MARK LOGO: MNDT  
 AH7449_PROJECTION: FLUSH
 AH7449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7449+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7449
 AH7449  HISTORY     - Date     Condition        Report By
 AH7449  HISTORY     - 1994     MONUMENTED       MNDT
 AH7449
 AH7449                          STATION DESCRIPTION
 AH7449
 AH7449'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7449'2.8 MI (4.5 KM) SOUTH OF PIERZ, IN WINGWALL AT SE COR OF TH 25 BRDG NO
 AH7449'49032 OVER SKUNK RIVER, 2.45 MI (3.94 KM) SOUTH ALONG TH 25 FROM SOUTH
 AH7449'JCT OF TH 25 AND TH 27 IN PIERZ, AT TH 25 MP 125.8, 20 FT (6.1 M) EAST
 AH7449'OF TH 25, 1.2 FT (0.4 M) EAST OF THE SE COR OF BRDG NO 49032 OVER THE
 AH7449'SKUNK RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH7450 ***********************************************************************
 AH7450  DESIGNATION -  4910 R
 AH7450  PID         -  AH7450
 AH7450  STATE/COUNTY-  MN/MORRISON
 AH7450  COUNTRY     -  US
 AH7450  USGS QUAD   -  PIERZ (1978)
 AH7450
 AH7450                         *CURRENT SURVEY CONTROL
 AH7450  ______________________________________________________________________
 AH7450* NAD 83(1986) POSITION- 45 56 59.     (N) 094 06 55.     (W)   SCALED    
 AH7450* NAVD 88 ORTHO HEIGHT -   351.740  (meters)    1154.00  (feet) ADJUSTED  
 AH7450  ______________________________________________________________________
 AH7450  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AH7450  DYNAMIC HEIGHT  -        351.745 (meters)     1154.02  (feet) COMP
 AH7450  MODELED GRAVITY -    980,618.7   (mgal)                       NAVD 88
 AH7450
 AH7450  VERT ORDER      -  SECOND    CLASS I
 AH7450
 AH7450.The horizontal coordinates were scaled from a topographic map and have
 AH7450.an estimated accuracy of +/- 6 seconds.
 AH7450.
 AH7450.The orthometric height was determined by differential leveling and
 AH7450.adjusted in August 2004.
 AH7450
 AH7450.Photographs are available for this station.
 AH7450
 AH7450.The dynamic height is computed by dividing the NAVD 88
 AH7450.geopotential number by the normal gravity value computed on the
 AH7450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7450.degrees latitude (g = 980.6199 gals.).
 AH7450
 AH7450.The modeled gravity was interpolated from observed gravity values.
 AH7450
 AH7450;                    North         East    Units  Estimated Accuracy
 AH7450;SPC MN C     -   205,570.      810,450.      MT  (+/- 180 meters Scaled)
 AH7450
 AH7450                          SUPERSEDED SURVEY CONTROL
 AH7450
 AH7450.No superseded survey control is available for this station.
 AH7450
 AH7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL135890(NAD 83)
 AH7450
 AH7450_MARKER: DV = VERTICAL CONTROL DISK
 AH7450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7450_STAMPING: 4910 R 1994
 AH7450_MARK LOGO: MNDT  
 AH7450_PROJECTION: FLUSH
 AH7450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7450+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AH7450_ROD/PIPE-DEPTH:  4.6 meters
 AH7450
 AH7450  HISTORY     - Date     Condition        Report By
 AH7450  HISTORY     - 1994     MONUMENTED       MNDT
 AH7450
 AH7450                          STATION DESCRIPTION
 AH7450
 AH7450'DESCRIBED BY MN DEPT OF TRANSP 1994 (WAS)
 AH7450'2.5 MI (4.0 KM) SOUTH OF PIERZ, 1.25 MI (2.01 KM) SOUTH ALONG TH 25
 AH7450'FROM SOUTH JCT OF TH 25 AND TH 27 IN PIERZ, AT TH 25 MP 126.65, 70.5
 AH7450'FT (21.5 M) WEST OF TH 25, 125.5 FT (38.3 M) SOUTH OF THE ENT TO
 AH7450'GENOLA MEMORIAL PARK, 2.5 FT (0.8 M) SOUTH OF A P-POLE, 12.5 FT (3.8
 AH7450'M) WNW OF A P-POLE GUY ANCHOR, 1.2 FT (0.4 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8246 ***********************************************************************
 AH8246  DESIGNATION -  4911 B
 AH8246  PID         -  AH8246
 AH8246  STATE/COUNTY-  MN/MORRISON
 AH8246  COUNTRY     -  US
 AH8246  USGS QUAD   -  PIERZ (1978)
 AH8246
 AH8246                         *CURRENT SURVEY CONTROL
 AH8246  ______________________________________________________________________
 AH8246* NAD 83(1986) POSITION- 45 59 55.9    (N) 094 06 14.4    (W)   HD_HELD2  
 AH8246* NAVD 88 ORTHO HEIGHT -   362.023  (meters)    1187.74  (feet) ADJUSTED  
 AH8246  ______________________________________________________________________
 AH8246  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AH8246  DYNAMIC HEIGHT  -        362.030 (meters)     1187.76  (feet) COMP
 AH8246  MODELED GRAVITY -    980,623.2   (mgal)                       NAVD 88
 AH8246
 AH8246  VERT ORDER      -  SECOND    CLASS I
 AH8246
 AH8246.The horizontal coordinates were established by autonomous hand held GPS
 AH8246.observations and have an estimated accuracy of +/- 10 meters.
 AH8246.
 AH8246.The orthometric height was determined by differential leveling and
 AH8246.adjusted in August 2004.
 AH8246
 AH8246.Photographs are available for this station.
 AH8246
 AH8246.The dynamic height is computed by dividing the NAVD 88
 AH8246.geopotential number by the normal gravity value computed on the
 AH8246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8246.degrees latitude (g = 980.6199 gals.).
 AH8246
 AH8246.The modeled gravity was interpolated from observed gravity values.
 AH8246
 AH8246;                    North         East    Units  Estimated Accuracy
 AH8246;SPC MN C     -   211,030.      811,309.      MT  (+/- 10 meters HH2 GPS)
 AH8246
 AH8246                          SUPERSEDED SURVEY CONTROL
 AH8246
 AH8246.No superseded survey control is available for this station.
 AH8246
 AH8246_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1451394513(NAD 83)
 AH8246
 AH8246_MARKER: DV = VERTICAL CONTROL DISK
 AH8246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8246_STAMPING: 4911 B 1993
 AH8246_MARK LOGO: MNDT  
 AH8246_PROJECTION: RECESSED 8 CENTIMETERS
 AH8246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8246+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AH8246_ROD/PIPE-DEPTH:  4.0 meters
 AH8246
 AH8246  HISTORY     - Date     Condition        Report By
 AH8246  HISTORY     - 1993     MONUMENTED       MNDT
 AH8246  HISTORY     - 20050616 GOOD             MNDT
 AH8246
 AH8246                          STATION DESCRIPTION
 AH8246
 AH8246'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8246'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF PIERZ, 2.0 MI (3.2
 AH8246'KM) SOUTH OF THE NORTH JCT OF TH 25 AND TH 27, 70.0 WEST OF TH 25 AT
 AH8246'TH 25 MP 130.4, 27.0 FT (8.2 M) NE OF AN ENT, 1.8 FT (0.5 M) EAST OF A
 AH8246'P-POLE, AND 1.0 FT (0.3 M) EAST OF A WIT POST.
 AH8246
 AH8246                          STATION RECOVERY (2005)
 AH8246
 AH8246'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8246'1.1 MILES NORTH OF PIERZ, 2.0 MILES SOUTH OF NORTH JUNCTION OF TRUNK
 AH8246'HIGHWAY 25 AND TRUNK HIGHWAY 27, AT TRUNK HIGHWAY 25 MILEPOINT 130.4,
 AH8246'70.0 FEET WEST OF TRUNK HIGHWAY 25, 27.0 FEET NORTHEAST OF ENTRANCE,
 AH8246'1.8 FEET EAST OF POWER POLE, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8245 ***********************************************************************
 AH8245  DESIGNATION -  4911 C
 AH8245  PID         -  AH8245
 AH8245  STATE/COUNTY-  MN/MORRISON
 AH8245  COUNTRY     -  US
 AH8245  USGS QUAD   -  LASTRUP (1981)
 AH8245
 AH8245                         *CURRENT SURVEY CONTROL
 AH8245  ______________________________________________________________________
 AH8245* NAD 83(1986) POSITION- 46 00 44.9    (N) 094 06 12.0    (W)   HD_HELD2  
 AH8245* NAVD 88 ORTHO HEIGHT -   358.656  (meters)    1176.69  (feet) ADJUSTED  
 AH8245  ______________________________________________________________________
 AH8245  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AH8245  DYNAMIC HEIGHT  -        358.663 (meters)     1176.71  (feet) COMP
 AH8245  MODELED GRAVITY -    980,624.6   (mgal)                       NAVD 88
 AH8245
 AH8245  VERT ORDER      -  SECOND    CLASS I
 AH8245
 AH8245.The horizontal coordinates were established by autonomous hand held GPS
 AH8245.observations and have an estimated accuracy of +/- 10 meters.
 AH8245.
 AH8245.The orthometric height was determined by differential leveling and
 AH8245.adjusted in August 2004.
 AH8245
 AH8245.Photographs are available for this station.
 AH8245
 AH8245.The dynamic height is computed by dividing the NAVD 88
 AH8245.geopotential number by the normal gravity value computed on the
 AH8245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8245.degrees latitude (g = 980.6199 gals.).
 AH8245
 AH8245.The modeled gravity was interpolated from observed gravity values.
 AH8245
 AH8245;                    North         East    Units  Estimated Accuracy
 AH8245;SPC MN C     -   212,543.      811,358.      MT  (+/- 10 meters HH2 GPS)
 AH8245
 AH8245                          SUPERSEDED SURVEY CONTROL
 AH8245
 AH8245.No superseded survey control is available for this station.
 AH8245
 AH8245_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1458596024(NAD 83)
 AH8245
 AH8245_MARKER: DV = VERTICAL CONTROL DISK
 AH8245_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8245_STAMPING: 4911 C 1993
 AH8245_MARK LOGO: MNDT  
 AH8245_PROJECTION: RECESSED 8 CENTIMETERS
 AH8245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8245+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8245_ROD/PIPE-DEPTH: 14.9 meters
 AH8245
 AH8245  HISTORY     - Date     Condition        Report By
 AH8245  HISTORY     - 1993     MONUMENTED       MNDT
 AH8245  HISTORY     - 20050615 GOOD             MNDT
 AH8245
 AH8245                          STATION DESCRIPTION
 AH8245
 AH8245'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8245'THE MARK IS LOCATED ABOUT 2.1 MI (3.4 KM) NORTH OF PIERZ, 1.0 MI (1.6
 AH8245'KM) SOUTH OF THE NORTH JCT OF TH 27 AND TH 25, 68.0 FT (20.7 M) EAST
 AH8245'OF TH 25 AT TH 25 MP 131.35, 33.0 FT (10.1 M) SOUTH OF A GRAVEL RD,
 AH8245'48.0 FT (14.6 M) EAST OF AN ENT, 1.8 FT (0.5 M) WEST OF A P-POLE, AND
 AH8245'1.0 FT (0.3 M) WEST OF A WIT POST.
 AH8245
 AH8245                          STATION RECOVERY (2005)
 AH8245
 AH8245'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8245'2.1 MILES NORTH OF PIERZ, 1.0 MILES SOUTH OF NORTH JUNCTION OF TRUNK
 AH8245'HIGHWAY 27 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 25 MILEPOINT 131.35,
 AH8245'68.0 FEET EAST OF TRUNK HIGHWAY 25, 33.0 FEET SOUTH OF GRAVEL ROAD,
 AH8245'48.0 FEET EAST OF ENTRANCE, 1.8 FEET WEST OF POWER POLE, 1.0 FEET WEST
 AH8245'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8243 ***********************************************************************
 AH8243  DESIGNATION -  4911 D
 AH8243  PID         -  AH8243
 AH8243  STATE/COUNTY-  MN/MORRISON
 AH8243  COUNTRY     -  US
 AH8243  USGS QUAD   -  LASTRUP (1981)
 AH8243
 AH8243                         *CURRENT SURVEY CONTROL
 AH8243  ______________________________________________________________________
 AH8243* NAD 83(2007) POSITION- 46 01 38.41446(N) 094 06 16.43275(W)   ADJUSTED  
 AH8243* NAD 83(2007) ELLIP HT-   341.331 (meters)        (02/10/07)   ADJUSTED
 AH8243* NAD 83(2007) EPOCH   -  2002.00
 AH8243* NAVD 88 ORTHO HEIGHT -   368.146  (meters)    1207.83  (feet) ADJUSTED  
 AH8243  ______________________________________________________________________
 AH8243  NAD 83(2007) X  -   -317,541.708 (meters)                     COMP
 AH8243  NAD 83(2007) Y  - -4,424,991.895 (meters)                     COMP
 AH8243  NAD 83(2007) Z  -  4,567,603.447 (meters)                     COMP
 AH8243  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC09
 AH8243  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 AH8243  DYNAMIC HEIGHT  -        368.154 (meters)     1207.85  (feet) COMP
 AH8243  MODELED GRAVITY -    980,626.3   (mgal)                       NAVD 88
 AH8243
 AH8243  VERT ORDER      -  SECOND    CLASS I
 AH8243
 AH8243  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AH8243  Type                                         Horiz  Ellip  Dist(km)
 AH8243  -------------------------------------------------------------------
 AH8243  NETWORK                                       0.53   0.80
 AH8243  -------------------------------------------------------------------
 AH8243  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.41   0.73      2.41
 AH8243  -------------------------------------------------------------------
 AH8243  NOTE: Click here for information on individual local accuracy
 AH8243  values and other accuracy information.
 AH8243
 AH8243
 AH8243.The horizontal coordinates were established by GPS observations
 AH8243.and adjusted by the National Geodetic Survey in February 2007.
 AH8243
 AH8243.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AH8243.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AH8243
 AH8243.The horizontal coordinates are valid at the epoch date displayed above
 AH8243.which is a decimal equivalence of Year/Month/Day.
 AH8243
 AH8243.The orthometric height was determined by differential leveling and
 AH8243.adjusted in August 2004.
 AH8243
 AH8243.Photographs are available for this station.
 AH8243
 AH8243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8243
 AH8243.The Laplace correction was computed from DEFLEC09 derived deflections.
 AH8243
 AH8243.The ellipsoidal height was determined by GPS observations
 AH8243.and is referenced to NAD 83.
 AH8243
 AH8243.The dynamic height is computed by dividing the NAVD 88
 AH8243.geopotential number by the normal gravity value computed on the
 AH8243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8243.degrees latitude (g = 980.6199 gals.).
 AH8243
 AH8243.The modeled gravity was interpolated from observed gravity values.
 AH8243
 AH8243. The following values were computed from the NAD 83(2007) position.
 AH8243
 AH8243;                    North         East     Units Scale Factor Converg.
 AH8243;SPC MN C     -   214,194.707   811,259.629   MT  0.99993636   +0 06 18.7
 AH8243;SPC MN C     -   702,737.13  2,661,607.63   sFT  0.99993636   +0 06 18.7
 AH8243;UTM  15      - 5,097,677.925   414,513.316   MT  0.99968984   -0 47 41.9
 AH8243
 AH8243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8243!SPC MN C     -   0.99994649  x   0.99993636  =   0.99988286
 AH8243!UTM  15      -   0.99994649  x   0.99968984  =   0.99963635
 AH8243
 AH8243                          SUPERSEDED SURVEY CONTROL
 AH8243
 AH8243  NAD 83(1996)-  46 01 38.41427(N)    094 06 16.43230(W) AD(       ) 1
 AH8243  ELLIP H (10/21/02)  341.367  (m)                       GP(       ) 4 1
 AH8243  NAVD 88 (10/21/02)  368.15   (m)         1207.8    (f) LEVELING    3  
 AH8243  NAVD 88 (09/27/00)  368.173  (m)         1207.91   (f) SUPERSEDED  2 1
 AH8243
 AH8243.Superseded values are not recommended for survey control.
 AH8243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8243.See file dsdata.txt to determine how the superseded data were derived.
 AH8243
 AH8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1451397677(NAD 83)
 AH8243
 AH8243_MARKER: DD = SURVEY DISK
 AH8243_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8243_STAMPING: 4911 D 1993
 AH8243_MARK LOGO: MNDT  
 AH8243_PROJECTION: RECESSED 3 CENTIMETERS
 AH8243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8243+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AH8243_ROD/PIPE-DEPTH:  4.6 meters
 AH8243
 AH8243  HISTORY     - Date     Condition        Report By
 AH8243  HISTORY     - 1993     MONUMENTED       MNDT
 AH8243  HISTORY     - 19990519 GOOD             MNDT
 AH8243  HISTORY     - 20050615 GOOD             MNDT
 AH8243
 AH8243                          STATION DESCRIPTION
 AH8243
 AH8243'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8243'THE MARK IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF PIERZ, AT THE JCT
 AH8243'OF TH 27 AND TH 25 EAST, 75.5 FT (23.0 M) WEST OF TH 25 AT TH 25 MP
 AH8243'132.35, 81.5 FT (24.8 M) NORTH OF CO RD 46, AND 1.2 FT (0.4 M) EAST OF
 AH8243'A WIT POST.
 AH8243
 AH8243                          STATION RECOVERY (1999)
 AH8243
 AH8243'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP)
 AH8243'STATION WAS RECOVERED AS DESCRIBED.  CO RD 46 IS 183RD STREET.
 AH8243
 AH8243                          STATION RECOVERY (2005)
 AH8243
 AH8243'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8243'3.1 MILES NORTH OF PIERZ, AT JUNCTION OF TRUNK HIGHWAY 27 AND TRUNK HI
 AH8243'GHWAY 25, AT TRUNK HIGHWAY 25 MILEPOINT 132.35, 75.5 FEET WEST OF TRUN
 AH8243'K HIGHWAY 25, 81.5 FEET NORTH OF 183RD STREET (COUNTY ROAD 46), 1.2 FE
 AH8243'ET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AH8244 ***********************************************************************
 AH8244  DESIGNATION -  4911 E
 AH8244  PID         -  AH8244
 AH8244  STATE/COUNTY-  MN/MORRISON
 AH8244  COUNTRY     -  US
 AH8244  USGS QUAD   -  LASTRUP (1981)
 AH8244
 AH8244                         *CURRENT SURVEY CONTROL
 AH8244  ______________________________________________________________________
 AH8244* NAD 83(1986) POSITION- 46 02 12.1    (N) 094 06 16.6    (W)   HD_HELD2  
 AH8244* NAVD 88 ORTHO HEIGHT -   373.295  (meters)    1224.72  (feet) ADJUSTED  
 AH8244  ______________________________________________________________________
 AH8244  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AH8244  DYNAMIC HEIGHT  -        373.304 (meters)     1224.75  (feet) COMP
 AH8244  MODELED GRAVITY -    980,627.2   (mgal)                       NAVD 88
 AH8244
 AH8244  VERT ORDER      -  SECOND    CLASS I
 AH8244
 AH8244.The horizontal coordinates were established by autonomous hand held GPS
 AH8244.observations and have an estimated accuracy of +/- 10 meters.
 AH8244.
 AH8244.The orthometric height was determined by differential leveling and
 AH8244.adjusted in August 2004.
 AH8244
 AH8244.No vertical observational check was made to the station.
 AH8244
 AH8244.Photographs are available for this station.
 AH8244
 AH8244.The dynamic height is computed by dividing the NAVD 88
 AH8244.geopotential number by the normal gravity value computed on the
 AH8244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8244.degrees latitude (g = 980.6199 gals.).
 AH8244
 AH8244.The modeled gravity was interpolated from observed gravity values.
 AH8244
 AH8244;                    North         East    Units  Estimated Accuracy
 AH8244;SPC MN C     -   215,235.      811,254.      MT  (+/- 10 meters HH2 GPS)
 AH8244
 AH8244                          SUPERSEDED SURVEY CONTROL
 AH8244
 AH8244  NAVD 88 (09/27/00)  373.322  (m)         1224.81   (f) SUPERSEDED  2 1
 AH8244
 AH8244.Superseded values are not recommended for survey control.
 AH8244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8244.See file dsdata.txt to determine how the superseded data were derived.
 AH8244
 AH8244_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL1452498717(NAD 83)
 AH8244
 AH8244_MARKER: DD = SURVEY DISK
 AH8244_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH8244_STAMPING: 4911 E 1993
 AH8244_MARK LOGO: MNDT  
 AH8244_PROJECTION: RECESSED 3 CENTIMETERS
 AH8244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH8244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8244+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 AH8244_ROD/PIPE-DEPTH:  4.6 meters
 AH8244
 AH8244  HISTORY     - Date     Condition        Report By
 AH8244  HISTORY     - 1993     MONUMENTED       MNDT
 AH8244  HISTORY     - 19990519 GOOD             MNDT
 AH8244  HISTORY     - 20050611 GOOD             MNDT
 AH8244
 AH8244                          STATION DESCRIPTION
 AH8244
 AH8244'DESCRIBED BY MN DEPT OF TRANSP 1993 (HTS)
 AH8244'THE MARK IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH OF PIERZ, 0.7 MI (1.1
 AH8244'KM) NORTH OF THE NORTH JCT OF TH 27 AND TH 25, 71.5 FT (21.8 M) WEST
 AH8244'OF TH 25 AT TH 25 MP 133.0, 1.7 FT (0.5 M) EAST OF A P-POLE, 146 FT
 AH8244'(44.5 M) SOUTH OF A FIELD ENT, AND 1.0 FT (0.3 M) EAST OF A WIT POST.
 AH8244
 AH8244                          STATION RECOVERY (1999)
 AH8244
 AH8244'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 AH8244'RECOVERED AS DESCRIBED.
 AH8244
 AH8244                          STATION RECOVERY (2005)
 AH8244
 AH8244'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AH8244'3.8 MILES NORTH OF PIERZ, 0.7 MILES NORTH OF NORTH JUNCTION OF TRUNK
 AH8244'HIGHWAY 27 AND TRUNK HIGHWAY 25, AT TRUNK HIGHWAY 25 MILEPOINT 133.0,
 AH8244'71.5 FEET WEST OF TRUNK HIGHWAY 25, 1.7 FEET EAST OF POWER POLE, 146
 AH8244'FEET SOUTH OF FIELD ENTRANCE, 1.0 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5852 ***********************************************************************
 AI5852  DESIGNATION -  4911 F
 AI5852  PID         -  AI5852
 AI5852  STATE/COUNTY-  MN/MORRISON
 AI5852  COUNTRY     -  US
 AI5852  USGS QUAD   -  LASTRUP (1981)
 AI5852
 AI5852                         *CURRENT SURVEY CONTROL
 AI5852  ______________________________________________________________________
 AI5852* NAD 83(2007) POSITION- 46 02 56.41357(N) 094 06 16.81005(W)   ADJUSTED  
 AI5852* NAD 83(2007) ELLIP HT-   347.655 (meters)        (02/10/07)   ADJUSTED
 AI5852* NAD 83(2007) EPOCH   -  2002.00
 AI5852* NAVD 88 ORTHO HEIGHT -   374.469  (meters)    1228.57  (feet) ADJUSTED  
 AI5852  ______________________________________________________________________
 AI5852  NAD 83(2007) X  -   -317,426.029 (meters)                     COMP
 AI5852  NAD 83(2007) Y  - -4,423,266.569 (meters)                     COMP
 AI5852  NAD 83(2007) Z  -  4,569,279.858 (meters)                     COMP
 AI5852  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC09
 AI5852  GEOID HEIGHT    -        -26.82  (meters)                     GEOID09
 AI5852  DYNAMIC HEIGHT  -        374.479 (meters)     1228.60  (feet) COMP
 AI5852  MODELED GRAVITY -    980,628.2   (mgal)                       NAVD 88
 AI5852
 AI5852  VERT ORDER      -  SECOND    CLASS I
 AI5852
 AI5852  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5852  Type                                         Horiz  Ellip  Dist(km)
 AI5852  -------------------------------------------------------------------
 AI5852  NETWORK                                       0.63   0.98
 AI5852  -------------------------------------------------------------------
 AI5852  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.84      2.41
 AI5852  -------------------------------------------------------------------
 AI5852  NOTE: Click here for information on individual local accuracy
 AI5852  values and other accuracy information.
 AI5852
 AI5852
 AI5852.The horizontal coordinates were established by GPS observations
 AI5852.and adjusted by the National Geodetic Survey in February 2007.
 AI5852
 AI5852.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5852.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5852
 AI5852.The horizontal coordinates are valid at the epoch date displayed above
 AI5852.which is a decimal equivalence of Year/Month/Day.
 AI5852
 AI5852.The orthometric height was determined by differential leveling and
 AI5852.adjusted in August 2006.
 AI5852
 AI5852.Photographs are available for this station.
 AI5852
 AI5852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5852
 AI5852.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5852
 AI5852.The ellipsoidal height was determined by GPS observations
 AI5852.and is referenced to NAD 83.
 AI5852
 AI5852.The dynamic height is computed by dividing the NAVD 88
 AI5852.geopotential number by the normal gravity value computed on the
 AI5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5852.degrees latitude (g = 980.6199 gals.).
 AI5852
 AI5852.The modeled gravity was interpolated from observed gravity values.
 AI5852
 AI5852. The following values were computed from the NAD 83(2007) position.
 AI5852
 AI5852;                    North         East     Units Scale Factor Converg.
 AI5852;SPC MN C     -   216,602.800   811,247.097   MT  0.99993441   +0 06 18.5
 AI5852;SPC MN C     -   710,637.69  2,661,566.52   sFT  0.99993441   +0 06 18.5
 AI5852;UTM  15      - 5,100,085.326   414,538.617   MT  0.99968978   -0 47 43.2
 AI5852
 AI5852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5852!SPC MN C     -   0.99994550  x   0.99993441  =   0.99987992
 AI5852!UTM  15      -   0.99994550  x   0.99968978  =   0.99963530
 AI5852
 AI5852                          SUPERSEDED SURVEY CONTROL
 AI5852
 AI5852  NAD 83(1996)-  46 02 56.41338(N)    094 06 16.80960(W) AD(       ) 1
 AI5852  ELLIP H (10/21/02)  347.691  (m)                       GP(       ) 4 1
 AI5852  NAVD 88 (10/21/02)  374.47   (m)         1228.6    (f) LEVELING    3  
 AI5852  NAVD 88 (09/27/00)  374.494  (m)         1228.65   (f) SUPERSEDED  2 1
 AI5852
 AI5852.Superseded values are not recommended for survey control.
 AI5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5852.See file dsdata.txt to determine how the superseded data were derived.
 AI5852
 AI5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1453800085(NAD 83)
 AI5852
 AI5852_MARKER: DD = SURVEY DISK
 AI5852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5852_STAMPING: 4911 F 1999
 AI5852_MARK LOGO: MNDT  
 AI5852_PROJECTION: FLUSH
 AI5852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5852+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AI5852_ROD/PIPE-DEPTH:  4.0 meters
 AI5852
 AI5852  HISTORY     - Date     Condition        Report By
 AI5852  HISTORY     - 1999     MONUMENTED       MNDT
 AI5852  HISTORY     - 1999     GOOD             MNDT
 AI5852  HISTORY     - 20050615 GOOD             MNDT
 AI5852
 AI5852                          STATION DESCRIPTION
 AI5852
 AI5852'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5852'5.0 MI (8.0 KM) NORTH OF PIERZ, 5.55 MI (8.93 KM) NORTH ALONG TH 25
 AI5852'FROM JCT OF TH 25 AND TH 27 IN PIERZ, AT TH 25 MP 133.85, 66.0 FT
 AI5852'(20.1 M) WEST OF TH 25, 5.8 FT (1.8 M) EAST OF P-POLE, 93.3 FT (28.4
 AI5852'M) NNE OF FENCE COR, 3.5 FT (1.1 M) EAST OF WIT POST.
 AI5852
 AI5852                          STATION RECOVERY (1999)
 AI5852
 AI5852'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5852'RECOVERED AS DESCRIBED.
 AI5852
 AI5852                          STATION RECOVERY (2005)
 AI5852
 AI5852'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 AI5852'5.0 MILES NORTH OF PIERZ, 5.55 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM
 AI5852'JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27 IN PIERZ, AT TRUNK
 AI5852'HIGHWAY 25 MILEPOINT 133.85, 66.0 FEET WEST OF TRUNK HIGHWAY 25, 5.8
 AI5852'FEET EAST OF POWER POLE, 93.3 FEET NORTH-NORTHEAST OF FENCE CORNER,
 AI5852'3.5 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5853 ***********************************************************************
 AI5853  DESIGNATION -  4911 G
 AI5853  PID         -  AI5853
 AI5853  STATE/COUNTY-  MN/MORRISON
 AI5853  COUNTRY     -  US
 AI5853  USGS QUAD   -  LASTRUP (1981)
 AI5853
 AI5853                         *CURRENT SURVEY CONTROL
 AI5853  ______________________________________________________________________
 AI5853* NAD 83(2007) POSITION- 46 04 16.93376(N) 094 06 12.20006(W)   ADJUSTED  
 AI5853* NAD 83(2007) ELLIP HT-   353.733 (meters)        (02/10/07)   ADJUSTED
 AI5853* NAD 83(2007) EPOCH   -  2002.00
 AI5853* NAVD 88 ORTHO HEIGHT -   380.565  (meters)    1248.57  (feet) ADJUSTED  
 AI5853  ______________________________________________________________________
 AI5853  NAD 83(2007) X  -   -317,199.366 (meters)                     COMP
 AI5853  NAD 83(2007) Y  - -4,421,492.184 (meters)                     COMP
 AI5853  NAD 83(2007) Z  -  4,571,009.452 (meters)                     COMP
 AI5853  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC09
 AI5853  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 AI5853  DYNAMIC HEIGHT  -        380.575 (meters)     1248.60  (feet) COMP
 AI5853  MODELED GRAVITY -    980,630.1   (mgal)                       NAVD 88
 AI5853
 AI5853  VERT ORDER      -  SECOND    CLASS I
 AI5853
 AI5853  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5853  Type                                         Horiz  Ellip  Dist(km)
 AI5853  -------------------------------------------------------------------
 AI5853  NETWORK                                       0.63   0.86
 AI5853  -------------------------------------------------------------------
 AI5853  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.48   0.67      1.79
 AI5853  -------------------------------------------------------------------
 AI5853  NOTE: Click here for information on individual local accuracy
 AI5853  values and other accuracy information.
 AI5853
 AI5853
 AI5853.The horizontal coordinates were established by GPS observations
 AI5853.and adjusted by the National Geodetic Survey in February 2007.
 AI5853
 AI5853.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5853.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5853
 AI5853.The horizontal coordinates are valid at the epoch date displayed above
 AI5853.which is a decimal equivalence of Year/Month/Day.
 AI5853
 AI5853.The orthometric height was determined by differential leveling and
 AI5853.adjusted in August 2006.
 AI5853
 AI5853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5853
 AI5853.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5853
 AI5853.The ellipsoidal height was determined by GPS observations
 AI5853.and is referenced to NAD 83.
 AI5853
 AI5853.The dynamic height is computed by dividing the NAVD 88
 AI5853.geopotential number by the normal gravity value computed on the
 AI5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5853.degrees latitude (g = 980.6199 gals.).
 AI5853
 AI5853.The modeled gravity was interpolated from observed gravity values.
 AI5853
 AI5853. The following values were computed from the NAD 83(2007) position.
 AI5853
 AI5853;                    North         East     Units Scale Factor Converg.
 AI5853;SPC MN C     -   219,088.930   811,341.597   MT  0.99993255   +0 06 21.8
 AI5853;SPC MN C     -   718,794.26  2,661,876.56   sFT  0.99993255   +0 06 21.8
 AI5853;UTM  15      - 5,102,569.057   414,672.150   MT  0.99968950   -0 47 41.0
 AI5853
 AI5853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5853!SPC MN C     -   0.99994455  x   0.99993255  =   0.99987710
 AI5853!UTM  15      -   0.99994455  x   0.99968950  =   0.99963407
 AI5853
 AI5853:                Primary Azimuth Mark                     Grid Az
 AI5853:SPC MN C     -  4911 H                                   359 26 19.2
 AI5853:UTM  15      -  4911 H                                   000 20 22.0
 AI5853
 AI5853|---------------------------------------------------------------------|
 AI5853| PID    Reference Object                     Distance      Geod. Az  |
 AI5853|                                                           dddmmss.s |
 AI5853| AI5854 4911 H                              APPROX. 1.8 KM 3593241.0 |
 AI5853|---------------------------------------------------------------------|
 AI5853
 AI5853                          SUPERSEDED SURVEY CONTROL
 AI5853
 AI5853  NAD 83(1996)-  46 04 16.93363(N)    094 06 12.19954(W) AD(       ) 1
 AI5853  ELLIP H (10/21/02)  353.770  (m)                       GP(       ) 4 1
 AI5853  NAVD 88 (10/21/02)  380.57   (m)         1248.6    (f) LEVELING    3  
 AI5853  NAVD 88 (09/27/00)  380.586  (m)         1248.64   (f) SUPERSEDED  2 1
 AI5853
 AI5853.Superseded values are not recommended for survey control.
 AI5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5853.See file dsdata.txt to determine how the superseded data were derived.
 AI5853
 AI5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1467202569(NAD 83)
 AI5853
 AI5853_MARKER: DD = SURVEY DISK
 AI5853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5853_STAMPING: 4911 G 1999
 AI5853_MARK LOGO: MNDT  
 AI5853_PROJECTION: FLUSH
 AI5853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5853+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5853_ROD/PIPE-DEPTH:  7.6 meters
 AI5853
 AI5853  HISTORY     - Date     Condition        Report By
 AI5853  HISTORY     - 1999     MONUMENTED       MNDT
 AI5853  HISTORY     - 1999     GOOD             MNDT
 AI5853
 AI5853                          STATION DESCRIPTION
 AI5853
 AI5853'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5853'7.0 MI (11.3 KM) NORTH OF PIERZ, 7.2 MI (11.6 KM) NORTH ALONG TH 25
 AI5853'FROM JCT OF TH 25 AND TH 27 IN PIERZ, AT TH 25 MP 135.35, 69.0 FT
 AI5853'(21.0 M) WEST OF TH 25, 6.4 FT (2.0 M) SSE OF P-POLE, 238.0 FT (72.5
 AI5853'M) NORTH OF CO RD 47, 6.4 FT (2.0 M) SSE OF WIT POST.
 AI5853
 AI5853                          STATION RECOVERY (1999)
 AI5853
 AI5853'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5853'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5854 ***********************************************************************
 AI5854  DESIGNATION -  4911 H
 AI5854  PID         -  AI5854
 AI5854  STATE/COUNTY-  MN/MORRISON
 AI5854  COUNTRY     -  US
 AI5854  USGS QUAD   -  LASTRUP (1981)
 AI5854
 AI5854                         *CURRENT SURVEY CONTROL
 AI5854  ______________________________________________________________________
 AI5854* NAD 83(2007) POSITION- 46 05 14.79991(N) 094 06 12.86089(W)   ADJUSTED  
 AI5854* NAD 83(2007) ELLIP HT-   345.862 (meters)        (02/10/07)   ADJUSTED
 AI5854* NAD 83(2007) EPOCH   -  2002.00
 AI5854* NAVD 88 ORTHO HEIGHT -   372.711  (meters)    1222.80  (feet) ADJUSTED  
 AI5854  ______________________________________________________________________
 AI5854  NAD 83(2007) X  -   -317,121.043 (meters)                     COMP
 AI5854  NAD 83(2007) Y  - -4,420,202.014 (meters)                     COMP
 AI5854  NAD 83(2007) Z  -  4,572,243.189 (meters)                     COMP
 AI5854  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC09
 AI5854  GEOID HEIGHT    -        -26.84  (meters)                     GEOID09
 AI5854  DYNAMIC HEIGHT  -        372.721 (meters)     1222.84  (feet) COMP
 AI5854  MODELED GRAVITY -    980,631.4   (mgal)                       NAVD 88
 AI5854
 AI5854  VERT ORDER      -  SECOND    CLASS I
 AI5854
 AI5854  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5854  Type                                         Horiz  Ellip  Dist(km)
 AI5854  -------------------------------------------------------------------
 AI5854  NETWORK                                       0.63   0.86
 AI5854  -------------------------------------------------------------------
 AI5854  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.48   0.68      2.86
 AI5854  -------------------------------------------------------------------
 AI5854  NOTE: Click here for information on individual local accuracy
 AI5854  values and other accuracy information.
 AI5854
 AI5854
 AI5854.The horizontal coordinates were established by GPS observations
 AI5854.and adjusted by the National Geodetic Survey in February 2007.
 AI5854
 AI5854.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5854.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5854
 AI5854.The horizontal coordinates are valid at the epoch date displayed above
 AI5854.which is a decimal equivalence of Year/Month/Day.
 AI5854
 AI5854.The orthometric height was determined by differential leveling and
 AI5854.adjusted in August 2006.
 AI5854
 AI5854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5854
 AI5854.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5854
 AI5854.The ellipsoidal height was determined by GPS observations
 AI5854.and is referenced to NAD 83.
 AI5854
 AI5854.The dynamic height is computed by dividing the NAVD 88
 AI5854.geopotential number by the normal gravity value computed on the
 AI5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5854.degrees latitude (g = 980.6199 gals.).
 AI5854
 AI5854.The modeled gravity was interpolated from observed gravity values.
 AI5854
 AI5854. The following values were computed from the NAD 83(2007) position.
 AI5854
 AI5854;                    North         East     Units Scale Factor Converg.
 AI5854;SPC MN C     -   220,875.442   811,324.094   MT  0.99993131   +0 06 21.3
 AI5854;SPC MN C     -   724,655.51  2,661,819.13   sFT  0.99993131   +0 06 21.3
 AI5854;UTM  15      - 5,104,355.191   414,682.735   MT  0.99968948   -0 47 42.2
 AI5854
 AI5854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5854!SPC MN C     -   0.99994578  x   0.99993131  =   0.99987710
 AI5854!UTM  15      -   0.99994578  x   0.99968948  =   0.99963528
 AI5854
 AI5854:                Primary Azimuth Mark                     Grid Az
 AI5854:SPC MN C     -  4911 G                                   179 26 19.2
 AI5854:UTM  15      -  4911 G                                   180 20 22.7
 AI5854
 AI5854|---------------------------------------------------------------------|
 AI5854| PID    Reference Object                     Distance      Geod. Az  |
 AI5854|                                                           dddmmss.s |
 AI5854| AI5853 4911 G                              APPROX. 1.8 KM 1793240.5 |
 AI5854|---------------------------------------------------------------------|
 AI5854
 AI5854                          SUPERSEDED SURVEY CONTROL
 AI5854
 AI5854  NAD 83(1996)-  46 05 14.79980(N)    094 06 12.86036(W) AD(       ) 1
 AI5854  ELLIP H (10/21/02)  345.900  (m)                       GP(       ) 4 1
 AI5854  NAVD 88 (10/21/02)  372.71   (m)         1222.8    (f) LEVELING    3  
 AI5854  NAVD 88 (09/27/00)  372.729  (m)         1222.86   (f) SUPERSEDED  2 1
 AI5854
 AI5854.Superseded values are not recommended for survey control.
 AI5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5854.See file dsdata.txt to determine how the superseded data were derived.
 AI5854
 AI5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1468204355(NAD 83)
 AI5854
 AI5854_MARKER: DD = SURVEY DISK
 AI5854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5854_STAMPING: 4911 H 1999
 AI5854_MARK LOGO: MNDT  
 AI5854_PROJECTION: FLUSH
 AI5854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5854+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 AI5854_ROD/PIPE-DEPTH:  7.6 meters
 AI5854
 AI5854  HISTORY     - Date     Condition        Report By
 AI5854  HISTORY     - 1999     MONUMENTED       MNDT
 AI5854  HISTORY     - 1999     GOOD             MNDT
 AI5854  HISTORY     - 20050823 GOOD             MNDT
 AI5854
 AI5854                          STATION DESCRIPTION
 AI5854
 AI5854'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5854'8.0 MI (12.9 KM) NORTH OF PIERZ, 8.25 MI (13.28 KM) NORTH ALONG TH 25
 AI5854'FROM JCT OF TH 25 AND TH 27 IN PIERZ, AT TH 25 MP 136.55, 59.0 FT
 AI5854'(18.0 M) WEST OF TH 25, 6.5 FT (2.0 M) EAST OF P-POLE, 6.2 FT (1.9 M)
 AI5854'EAST OF WIT POST.
 AI5854
 AI5854                          STATION RECOVERY (1999)
 AI5854
 AI5854'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5854'RECOVERED AS DESCRIBED.
 AI5854
 AI5854                          STATION RECOVERY (2005)
 AI5854
 AI5854'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (DNR)
 AI5854'8.0 MILES NORTH OF PIERZ, 8.25 MILES NORTH ALONG TRUNK HIGHWAY 25 FROM
 AI5854'JUNCTION OF TRUNK HIGHWAY 25 AND TRUNK HIGHWAY 27 IN PIERZ, AT TRUNK
 AI5854'HIGHWAY 25 MILEPOINT 136.55, 59.0 FEET WEST OF TRUNK HIGHWAY 25, 6.5
 AI5854'FEET EAST OF POWER POLE, 6.2 FEET EAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5855 ***********************************************************************
 AI5855  DESIGNATION -  4911 J
 AI5855  PID         -  AI5855
 AI5855  STATE/COUNTY-  MN/MORRISON
 AI5855  COUNTRY     -  US
 AI5855  USGS QUAD   -  SHEPHARD (1981)
 AI5855
 AI5855                         *CURRENT SURVEY CONTROL
 AI5855  ______________________________________________________________________
 AI5855* NAD 83(2007) POSITION- 46 08 12.29907(N) 094 06 14.07519(W)   ADJUSTED  
 AI5855* NAD 83(2007) ELLIP HT-   356.753 (meters)        (02/10/07)   ADJUSTED
 AI5855* NAD 83(2007) EPOCH   -  2002.00
 AI5855* NAVD 88 ORTHO HEIGHT -   383.646  (meters)    1258.68  (feet) ADJUSTED  
 AI5855  ______________________________________________________________________
 AI5855  NAD 83(2007) X  -   -316,864.924 (meters)                     COMP
 AI5855  NAD 83(2007) Y  - -4,416,267.835 (meters)                     COMP
 AI5855  NAD 83(2007) Z  -  4,576,050.574 (meters)                     COMP
 AI5855  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC09
 AI5855  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AI5855  DYNAMIC HEIGHT  -        383.658 (meters)     1258.72  (feet) COMP
 AI5855  MODELED GRAVITY -    980,634.4   (mgal)                       NAVD 88
 AI5855
 AI5855  VERT ORDER      -  SECOND    CLASS I
 AI5855
 AI5855  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5855  Type                                         Horiz  Ellip  Dist(km)
 AI5855  -------------------------------------------------------------------
 AI5855  NETWORK                                       0.45   0.63
 AI5855  -------------------------------------------------------------------
 AI5855  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.43   0.60      3.63
 AI5855  -------------------------------------------------------------------
 AI5855  NOTE: Click here for information on individual local accuracy
 AI5855  values and other accuracy information.
 AI5855
 AI5855
 AI5855.The horizontal coordinates were established by GPS observations
 AI5855.and adjusted by the National Geodetic Survey in February 2007.
 AI5855
 AI5855.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5855.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5855
 AI5855.The horizontal coordinates are valid at the epoch date displayed above
 AI5855.which is a decimal equivalence of Year/Month/Day.
 AI5855
 AI5855.The orthometric height was determined by differential leveling and
 AI5855.adjusted in August 2006.
 AI5855
 AI5855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5855
 AI5855.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5855
 AI5855.The ellipsoidal height was determined by GPS observations
 AI5855.and is referenced to NAD 83.
 AI5855
 AI5855.The dynamic height is computed by dividing the NAVD 88
 AI5855.geopotential number by the normal gravity value computed on the
 AI5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5855.degrees latitude (g = 980.6199 gals.).
 AI5855
 AI5855.The modeled gravity was interpolated from observed gravity values.
 AI5855
 AI5855. The following values were computed from the NAD 83(2007) position.
 AI5855
 AI5855;                    North         East     Units Scale Factor Converg.
 AI5855;SPC MN C     -   226,355.458   811,287.900   MT  0.99992798   +0 06 20.4
 AI5855;SPC MN C     -   742,634.53  2,661,700.39   sFT  0.99992798   +0 06 20.4
 AI5855;UTM  15      - 5,109,833.782   414,732.736   MT  0.99968937   -0 47 45.5
 AI5855
 AI5855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5855!SPC MN C     -   0.99994408  x   0.99992798  =   0.99987206
 AI5855!UTM  15      -   0.99994408  x   0.99968937  =   0.99963346
 AI5855
 AI5855                          SUPERSEDED SURVEY CONTROL
 AI5855
 AI5855  NAD 83(1996)-  46 08 12.29897(N)    094 06 14.07465(W) AD(       ) 1
 AI5855  ELLIP H (10/21/02)  356.789  (m)                       GP(       ) 4 1
 AI5855  NAVD 88 (10/21/02)  383.64   (m)         1258.7    (f) LEVELING    3  
 AI5855  NAVD 88 (09/27/00)  383.657  (m)         1258.71   (f) SUPERSEDED  2 1
 AI5855
 AI5855.Superseded values are not recommended for survey control.
 AI5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5855.See file dsdata.txt to determine how the superseded data were derived.
 AI5855
 AI5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM1473209833(NAD 83)
 AI5855
 AI5855_MARKER: DD = SURVEY DISK
 AI5855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI5855_STAMPING: 4911 J 1999
 AI5855_MARK LOGO: MNDT  
 AI5855_PROJECTION: FLUSH
 AI5855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI5855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5855+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5855_ROD/PIPE-DEPTH:  7.9 meters
 AI5855
 AI5855  HISTORY     - Date     Condition        Report By
 AI5855  HISTORY     - 1999     MONUMENTED       MNDT
 AI5855  HISTORY     - 1999     GOOD             MNDT
 AI5855
 AI5855                          STATION DESCRIPTION
 AI5855
 AI5855'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI5855'11.0 MI (17.7 KM) NORTH OF PIERZ, 11.60 MI (18.67 KM) NORTH ALONG TH
 AI5855'25 FROM JCT OF TH 25 AND TH 27 IN PIERZ, AT TH 25 MP 139.90, 36.0 FT
 AI5855'(11.0 M) WEST OF TH 25, 11.5 FT (3.5 M) SOUTH OF ENT, 2.7 FT (0.8 M)
 AI5855'NORTH OF WIT POST.
 AI5855
 AI5855                          STATION RECOVERY (1999)
 AI5855
 AI5855'RECOVERY NOTE BY MN DEPT OF TRANSP 1999
 AI5855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4817 ***********************************************************************
 DI4817  DESIGNATION -  4912 B
 DI4817  PID         -  DI4817
 DI4817  STATE/COUNTY-  MN/MORRISON
 DI4817  COUNTRY     -  US
 DI4817  USGS QUAD   -  BELLE PRAIRIE (1979)
 DI4817
 DI4817                         *CURRENT SURVEY CONTROL
 DI4817  ______________________________________________________________________
 DI4817* NAD 83(1996) POSITION- 46 00 06.97805(N) 094 20 33.73464(W)   ADJUSTED  
 DI4817* NAD 83(1996) ELLIP HT-   315.311 (meters)        (03/21/07)   ADJUSTED
 DI4817* NAVD 88 ORTHO HEIGHT -   341.911  (meters)    1121.75  (feet) ADJUSTED  
 DI4817  ______________________________________________________________________
 DI4817  NAD 83(1996) X  -   -336,083.034 (meters)                     COMP
 DI4817  NAD 83(1996) Y  - -4,425,641.426 (meters)                     COMP
 DI4817  NAD 83(1996) Z  -  4,565,624.025 (meters)                     COMP
 DI4817  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC09
 DI4817  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DI4817  DYNAMIC HEIGHT  -        341.920 (meters)     1121.78  (feet) COMP
 DI4817  MODELED GRAVITY -    980,631.3   (mgal)                       NAVD 88
 DI4817
 DI4817  HORZ ORDER      -  FIRST
 DI4817  VERT ORDER      -  SECOND    CLASS I
 DI4817  ELLP ORDER      -  FOURTH    CLASS I
 DI4817
 DI4817.The horizontal coordinates were established by GPS observations
 DI4817.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4817
 DI4817.The orthometric height was determined by differential leveling and
 DI4817.adjusted in September 2010.
 DI4817
 DI4817.Photographs are available for this station.
 DI4817
 DI4817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4817
 DI4817.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4817
 DI4817.The ellipsoidal height was determined by GPS observations
 DI4817.and is referenced to NAD 83.
 DI4817
 DI4817.The dynamic height is computed by dividing the NAVD 88
 DI4817.geopotential number by the normal gravity value computed on the
 DI4817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4817.degrees latitude (g = 980.6199 gals.).
 DI4817
 DI4817.The modeled gravity was interpolated from observed gravity values.
 DI4817
 DI4817. The following values were computed from the NAD 83(1996) position.
 DI4817
 DI4817;                    North         East     Units Scale Factor Converg.
 DI4817;SPC MN C     -   211,365.609   792,819.529   MT  0.99993882   -0 04 01.4
 DI4817;SPC MN C     -   693,455.34  2,601,108.74   sFT  0.99993882   -0 04 01.4
 DI4817;UTM  15      - 5,095,139.253   396,035.267   MT  0.99973287   -0 57 57.5
 DI4817
 DI4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4817!SPC MN C     -   0.99995057  x   0.99993882  =   0.99988939
 DI4817!UTM  15      -   0.99995057  x   0.99973287  =   0.99968345
 DI4817
 DI4817:                Primary Azimuth Mark                     Grid Az
 DI4817:SPC MN C     -  EREAUA                                   171 25 26.4
 DI4817:UTM  15      -  EREAUA                                   172 19 22.5
 DI4817
 DI4817|---------------------------------------------------------------------|
 DI4817| PID    Reference Object                     Distance      Geod. Az  |
 DI4817|                                                           dddmmss.s |
 DI4817| QP1724 EREAUA                              APPROX. 0.6 KM 1712125.0 |
 DI4817|---------------------------------------------------------------------|
 DI4817
 DI4817                          SUPERSEDED SURVEY CONTROL
 DI4817
 DI4817  NAVD 88 (03/21/07)  341.91   (m)         1121.7    (f) LEVELING    3  
 DI4817
 DI4817.Superseded values are not recommended for survey control.
 DI4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4817.See file dsdata.txt to determine how the superseded data were derived.
 DI4817
 DI4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9603595139(NAD 83)
 DI4817
 DI4817_MARKER: DD = SURVEY DISK
 DI4817_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4817_STAMPING: 4912 B 2006
 DI4817_MARK LOGO: MNDT  
 DI4817_PROJECTION: FLUSH
 DI4817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4817+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4817_ROD/PIPE-DEPTH:  7.6 meters
 DI4817
 DI4817  HISTORY     - Date     Condition        Report By
 DI4817  HISTORY     - 2006     MONUMENTED       MNDT
 DI4817
 DI4817                          STATION DESCRIPTION
 DI4817
 DI4817'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4817'2.0 MILES NORTHEAST OF LITTLE FALLS, 0.70 MILES ALONG TRUNK HIGHWAY
 DI4817'371 FROM JUNCTION TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 10 WHICH IS 2.0
 DI4817'MILES NORTHEAST OF LITTLE FALLS, AT TRUNK HIGHWAY 371 MILEPOINT 1.0,
 DI4817'102.9 FEET SOUTHWEST OF SOUTH BOUND TRUNK HIGHWAY 371, 3.0 FEET
 DI4817'NORTHEAST OF FENCE CORNER, 3.0 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8508 ***********************************************************************
 DL8508  DESIGNATION -  4912 C
 DL8508  PID         -  DL8508
 DL8508  STATE/COUNTY-  MN/MORRISON
 DL8508  COUNTRY     -  US
 DL8508  USGS QUAD   -  BELLE PRAIRIE (1979)
 DL8508
 DL8508                         *CURRENT SURVEY CONTROL
 DL8508  ______________________________________________________________________
 DL8508* NAD 83(1986) POSITION- 46 01 35.0    (N) 094 20 06.8    (W)   HD_HELD2  
 DL8508* NAVD 88 ORTHO HEIGHT -   352.037  (meters)    1154.97  (feet) ADJUSTED  
 DL8508  ______________________________________________________________________
 DL8508  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DL8508  DYNAMIC HEIGHT  -        352.047 (meters)     1155.01  (feet) COMP
 DL8508  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 DL8508
 DL8508  VERT ORDER      -  SECOND    CLASS I
 DL8508
 DL8508.The horizontal coordinates were established by autonomous hand held GPS
 DL8508.observations and have an estimated accuracy of +/- 10 meters.
 DL8508.
 DL8508.The orthometric height was determined by differential leveling and
 DL8508.adjusted in September 2010.
 DL8508
 DL8508.The dynamic height is computed by dividing the NAVD 88
 DL8508.geopotential number by the normal gravity value computed on the
 DL8508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8508.degrees latitude (g = 980.6199 gals.).
 DL8508
 DL8508.The modeled gravity was interpolated from observed gravity values.
 DL8508
 DL8508;                    North         East    Units  Estimated Accuracy
 DL8508;SPC MN C     -   214,083.      793,402.      MT  (+/- 10 meters HH2 GPS)
 DL8508
 DL8508                          SUPERSEDED SURVEY CONTROL
 DL8508
 DL8508.No superseded survey control is available for this station.
 DL8508
 DL8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9666097846(NAD 83)
 DL8508
 DL8508_MARKER: DD = SURVEY DISK
 DL8508_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8508_SP_SET: BRIDGE RAILING
 DL8508_STAMPING: 4912 C 2006
 DL8508_MARK LOGO: MNDT  
 DL8508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL8508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8508+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DL8508
 DL8508  HISTORY     - Date     Condition        Report By
 DL8508  HISTORY     - 2006     MONUMENTED       MNDT
 DL8508  HISTORY     - 20060606 GOOD             MNDT
 DL8508
 DL8508                          STATION DESCRIPTION
 DL8508
 DL8508'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DL8508'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DL8508'FREEDHEM, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF LITTLE FALLS AND 0.5 MI
 DL8508'(0.8 KM) SOUTH-SOUTHEAST OF BELLE PRAIRIE.
 DL8508' 
 DL8508'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 371 AND TRUNK
 DL8508'HIGHWAY 10, GO 2.5 MI (4.0 KM) NORTH-NORTHEAST ALONG TRUNK HIGHWAY 371
 DL8508'TO MILE POINT 2.95 AND BRIDGE NUMBER 49038 OVER COUNTY ROAD 46/183RD
 DL8508'STREET.
 DL8508' 
 DL8508'THE MARK IS FOUND IN THE BRIDGE RAILING 24.0 FT (7.3 M) EAST OF
 DL8508'NORTHBOUND TRUNK HIGHWAY 371.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8507 ***********************************************************************
 DL8507  DESIGNATION -  4912 D
 DL8507  PID         -  DL8507
 DL8507  STATE/COUNTY-  MN/MORRISON
 DL8507  COUNTRY     -  US
 DL8507  USGS QUAD   -  BELLE PRAIRIE (1979)
 DL8507
 DL8507                         *CURRENT SURVEY CONTROL
 DL8507  ______________________________________________________________________
 DL8507* NAD 83(1986) POSITION- 46 01 34.9    (N) 094 20 08.1    (W)   HD_HELD2  
 DL8507* NAVD 88 ORTHO HEIGHT -   352.113  (meters)    1155.22  (feet) ADJUSTED  
 DL8507  ______________________________________________________________________
 DL8507  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DL8507  DYNAMIC HEIGHT  -        352.124 (meters)     1155.26  (feet) COMP
 DL8507  MODELED GRAVITY -    980,634.1   (mgal)                       NAVD 88
 DL8507
 DL8507  VERT ORDER      -  SECOND    CLASS I
 DL8507
 DL8507.The horizontal coordinates were established by autonomous hand held GPS
 DL8507.observations and have an estimated accuracy of +/- 10 meters.
 DL8507.
 DL8507.The orthometric height was determined by differential leveling and
 DL8507.adjusted in September 2010.
 DL8507
 DL8507.The dynamic height is computed by dividing the NAVD 88
 DL8507.geopotential number by the normal gravity value computed on the
 DL8507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8507.degrees latitude (g = 980.6199 gals.).
 DL8507
 DL8507.The modeled gravity was interpolated from observed gravity values.
 DL8507
 DL8507;                    North         East    Units  Estimated Accuracy
 DL8507;SPC MN C     -   214,079.      793,374.      MT  (+/- 10 meters HH2 GPS)
 DL8507
 DL8507                          SUPERSEDED SURVEY CONTROL
 DL8507
 DL8507.No superseded survey control is available for this station.
 DL8507
 DL8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9663297843(NAD 83)
 DL8507
 DL8507_MARKER: DD = SURVEY DISK
 DL8507_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8507_SP_SET: BRIDGE RAILING
 DL8507_STAMPING: 4912 D 2006
 DL8507_MARK LOGO: MNDT  
 DL8507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8507+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 DL8507
 DL8507  HISTORY     - Date     Condition        Report By
 DL8507  HISTORY     - 2006     MONUMENTED       MNDT
 DL8507  HISTORY     - 20060606 GOOD             MNDT
 DL8507
 DL8507                          STATION DESCRIPTION
 DL8507
 DL8507'DESCRIBED BY MN DEPT OF TRANSP 2006 (DAS)
 DL8507'HE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF
 DL8507'FREEDHEM, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF LITTLE FALLS AND 0.5 MI
 DL8507'(0.8 KM) SOUTH-SOUTHEAST OF BELLE PRAIRIE.
 DL8507' 
 DL8507'TO REACH THE MARK FROM THE INTERSECTION OF TRUNK HIGHWAY 371 AND TRUNK
 DL8507'HIGHWAY 10, GO 2.5 MI (4.0 KM) NORTH-NORTHEAST ALONG TRUNK HIGHWAY 371
 DL8507'TO MILE POINT 2.95 AND BRIDGE NUMBER 49037 OVER COUNTY ROAD 46/183RD
 DL8507'STREET.
 DL8507' 
 DL8507'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF THE BRIDGE IN THE RAILING
 DL8507'20.0 FT (6.1 M) EAST OF SOUTHBOUND TRUNK HIGHWAY 371.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4818 ***********************************************************************
 DI4818  DESIGNATION -  4912 E
 DI4818  PID         -  DI4818
 DI4818  STATE/COUNTY-  MN/MORRISON
 DI4818  COUNTRY     -  US
 DI4818  USGS QUAD   -  BELLE PRAIRIE (1979)
 DI4818
 DI4818                         *CURRENT SURVEY CONTROL
 DI4818  ______________________________________________________________________
 DI4818* NAD 83(1996) POSITION- 46 02 20.98299(N) 094 19 56.92770(W)   ADJUSTED  
 DI4818* NAD 83(1996) ELLIP HT-   317.962 (meters)        (03/21/07)   ADJUSTED
 DI4818* NAVD 88 ORTHO HEIGHT -   344.595  (meters)    1130.56  (feet) ADJUSTED  
 DI4818  ______________________________________________________________________
 DI4818  NAD 83(1996) X  -   -335,068.507 (meters)                     COMP
 DI4818  NAD 83(1996) Y  - -4,422,734.249 (meters)                     COMP
 DI4818  NAD 83(1996) Z  -  4,568,499.134 (meters)                     COMP
 DI4818  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC09
 DI4818  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DI4818  DYNAMIC HEIGHT  -        344.606 (meters)     1130.59  (feet) COMP
 DI4818  MODELED GRAVITY -    980,635.4   (mgal)                       NAVD 88
 DI4818
 DI4818  HORZ ORDER      -  FIRST
 DI4818  VERT ORDER      -  SECOND    CLASS I
 DI4818  ELLP ORDER      -  FOURTH    CLASS I
 DI4818
 DI4818.The horizontal coordinates were established by GPS observations
 DI4818.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4818
 DI4818.The orthometric height was determined by differential leveling and
 DI4818.adjusted in September 2010.
 DI4818
 DI4818.Photographs are available for this station.
 DI4818
 DI4818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4818
 DI4818.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4818
 DI4818.The ellipsoidal height was determined by GPS observations
 DI4818.and is referenced to NAD 83.
 DI4818
 DI4818.The dynamic height is computed by dividing the NAVD 88
 DI4818.geopotential number by the normal gravity value computed on the
 DI4818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4818.degrees latitude (g = 980.6199 gals.).
 DI4818
 DI4818.The modeled gravity was interpolated from observed gravity values.
 DI4818
 DI4818. The following values were computed from the NAD 83(1996) position.
 DI4818
 DI4818;                    North         East     Units Scale Factor Converg.
 DI4818;SPC MN C     -   215,501.936   793,615.757   MT  0.99993528   -0 03 34.8
 DI4818;SPC MN C     -   707,025.94  2,603,721.03   sFT  0.99993528   -0 03 34.8
 DI4818;UTM  15      - 5,099,261.730   396,896.135   MT  0.99973068   -0 57 33.2
 DI4818
 DI4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4818!SPC MN C     -   0.99995016  x   0.99993528  =   0.99988544
 DI4818!UTM  15      -   0.99995016  x   0.99973068  =   0.99968085
 DI4818
 DI4818:                Primary Azimuth Mark                     Grid Az
 DI4818:SPC MN C     -  4912 F                                   013 52 03.7
 DI4818:UTM  15      -  4912 F                                   014 46 02.1
 DI4818
 DI4818|---------------------------------------------------------------------|
 DI4818| PID    Reference Object                     Distance      Geod. Az  |
 DI4818|                                                           dddmmss.s |
 DI4818| DI4819 4912 F                              APPROX. 1.4 KM 0134828.9 |
 DI4818|---------------------------------------------------------------------|
 DI4818
 DI4818                          SUPERSEDED SURVEY CONTROL
 DI4818
 DI4818  NAVD 88 (03/21/07)  344.60   (m)         1130.6    (f) LEVELING    3  
 DI4818
 DI4818.Superseded values are not recommended for survey control.
 DI4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4818.See file dsdata.txt to determine how the superseded data were derived.
 DI4818
 DI4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9689699261(NAD 83)
 DI4818
 DI4818_MARKER: DD = SURVEY DISK
 DI4818_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4818_STAMPING: 4912 E 2006
 DI4818_MARK LOGO: MNDT  
 DI4818_PROJECTION: FLUSH
 DI4818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4818+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4818_ROD/PIPE-DEPTH: 13.4 meters
 DI4818
 DI4818  HISTORY     - Date     Condition        Report By
 DI4818  HISTORY     - 2006     MONUMENTED       MNDT
 DI4818
 DI4818                          STATION DESCRIPTION
 DI4818
 DI4818'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4818'2.5 MILES SOUTH OF CAMP RIPLEY JUNCTION, 2.30 MILES SOUTH ALONG TRUNK
 DI4818'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 115
 DI4818'IN AT CAMP RIPLEY JUNCTION, AT TRUNK HIGHWAY 371 MILEPOINT 4.0, 85.0
 DI4818'FEET SOUTHEAST OF NORTH BOUND TRUNK HIGHWAY 371, 4.7 FEET NORHTWEST OF
 DI4818'FENCE LINE, 4.6 FEET NORTHWEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4819 ***********************************************************************
 DI4819  DESIGNATION -  4912 F
 DI4819  PID         -  DI4819
 DI4819  STATE/COUNTY-  MN/MORRISON
 DI4819  COUNTRY     -  US
 DI4819  USGS QUAD   -  BELLE PRAIRIE (1979)
 DI4819
 DI4819                         *CURRENT SURVEY CONTROL
 DI4819  ______________________________________________________________________
 DI4819* NAD 83(1996) POSITION- 46 03 05.27989(N) 094 19 41.29141(W)   ADJUSTED  
 DI4819* NAD 83(1996) ELLIP HT-   318.827 (meters)        (03/21/07)   ADJUSTED
 DI4819* NAVD 88 ORTHO HEIGHT -   345.471  (meters)    1133.43  (feet) ADJUSTED  
 DI4819  ______________________________________________________________________
 DI4819  NAD 83(1996) X  -   -334,658.969 (meters)                     COMP
 DI4819  NAD 83(1996) Y  - -4,421,778.406 (meters)                     COMP
 DI4819  NAD 83(1996) Z  -  4,569,449.106 (meters)                     COMP
 DI4819  LAPLACE CORR    -         -0.64  (seconds)                    DEFLEC09
 DI4819  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DI4819  DYNAMIC HEIGHT  -        345.482 (meters)     1133.47  (feet) COMP
 DI4819  MODELED GRAVITY -    980,636.6   (mgal)                       NAVD 88
 DI4819
 DI4819  HORZ ORDER      -  FIRST
 DI4819  VERT ORDER      -  SECOND    CLASS I
 DI4819  ELLP ORDER      -  FOURTH    CLASS I
 DI4819
 DI4819.The horizontal coordinates were established by GPS observations
 DI4819.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4819
 DI4819.The orthometric height was determined by differential leveling and
 DI4819.adjusted in September 2010.
 DI4819
 DI4819.Photographs are available for this station.
 DI4819
 DI4819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4819
 DI4819.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4819
 DI4819.The ellipsoidal height was determined by GPS observations
 DI4819.and is referenced to NAD 83.
 DI4819
 DI4819.The dynamic height is computed by dividing the NAVD 88
 DI4819.geopotential number by the normal gravity value computed on the
 DI4819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4819.degrees latitude (g = 980.6199 gals.).
 DI4819
 DI4819.The modeled gravity was interpolated from observed gravity values.
 DI4819
 DI4819. The following values were computed from the NAD 83(1996) position.
 DI4819
 DI4819;                    North         East     Units Scale Factor Converg.
 DI4819;SPC MN C     -   216,869.200   793,953.302   MT  0.99993420   -0 03 23.5
 DI4819;SPC MN C     -   711,511.70  2,604,828.46   sFT  0.99993420   -0 03 23.5
 DI4819;UTM  15      - 5,100,623.246   397,255.033   MT  0.99972977   -0 57 22.7
 DI4819
 DI4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4819!SPC MN C     -   0.99995002  x   0.99993420  =   0.99988422
 DI4819!UTM  15      -   0.99995002  x   0.99972977  =   0.99967980
 DI4819
 DI4819:                Primary Azimuth Mark                     Grid Az
 DI4819:SPC MN C     -  DUCETTE                                  002 50 41.6
 DI4819:UTM  15      -  DUCETTE                                  003 44 40.8
 DI4819
 DI4819|---------------------------------------------------------------------|
 DI4819| PID    Reference Object                     Distance      Geod. Az  |
 DI4819|                                                           dddmmss.s |
 DI4819| AB5711 DUCETTE                             APPROX. 0.6 KM 0024718.1 |
 DI4819| DI4818 4912 E                              APPROX. 1.4 KM 1934840.1 |
 DI4819|---------------------------------------------------------------------|
 DI4819
 DI4819                          SUPERSEDED SURVEY CONTROL
 DI4819
 DI4819  NAVD 88 (03/21/07)  345.47   (m)         1133.4    (f) LEVELING    3  
 DI4819
 DI4819.Superseded values are not recommended for survey control.
 DI4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4819.See file dsdata.txt to determine how the superseded data were derived.
 DI4819
 DI4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9725500623(NAD 83)
 DI4819
 DI4819_MARKER: DD = SURVEY DISK
 DI4819_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4819_STAMPING: 4912 F 2006
 DI4819_MARK LOGO: MNDT  
 DI4819_PROJECTION: FLUSH
 DI4819_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4819+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4819_ROD/PIPE-DEPTH: 12.2 meters
 DI4819
 DI4819  HISTORY     - Date     Condition        Report By
 DI4819  HISTORY     - 2006     MONUMENTED       MNDT
 DI4819
 DI4819                          STATION DESCRIPTION
 DI4819
 DI4819'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4819'1.5 MILES SOUTH OF CAMP RIPLEY JUNCTION, 1.40 MILES SOUTH ALONG TRUNK
 DI4819'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 10 IN
 DI4819'CAMP RIPLEY JUNCTION, AT TRUNK HIGHWAY 371 MILEPOINT 5.0, 85.5 FEET
 DI4819'SOUTHEAST OF NORTH BOUND TRUNK HIGHWAY 171, 4.9 FEET NORTH WEST OF
 DI4819'FENCE LINE, 4.8 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8506 ***********************************************************************
 DL8506  DESIGNATION -  4912 G
 DL8506  PID         -  DL8506
 DL8506  STATE/COUNTY-  MN/MORRISON
 DL8506  COUNTRY     -  US
 DL8506  USGS QUAD   -  BELLE PRAIRIE (1979)
 DL8506
 DL8506                         *CURRENT SURVEY CONTROL
 DL8506  ______________________________________________________________________
 DL8506* NAD 83(1986) POSITION- 46 04 16.9    (N) 094 19 28.9    (W)   HD_HELD2  
 DL8506* NAVD 88 ORTHO HEIGHT -   355.511  (meters)    1166.37  (feet) ADJUSTED  
 DL8506  ______________________________________________________________________
 DL8506  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DL8506  DYNAMIC HEIGHT  -        355.524 (meters)     1166.42  (feet) COMP
 DL8506  MODELED GRAVITY -    980,638.1   (mgal)                       NAVD 88
 DL8506
 DL8506  VERT ORDER      -  SECOND    CLASS I
 DL8506
 DL8506.The horizontal coordinates were established by autonomous hand held GPS
 DL8506.observations and have an estimated accuracy of +/- 10 meters.
 DL8506.
 DL8506.The orthometric height was determined by differential leveling and
 DL8506.adjusted in September 2010.
 DL8506
 DL8506.The dynamic height is computed by dividing the NAVD 88
 DL8506.geopotential number by the normal gravity value computed on the
 DL8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8506.degrees latitude (g = 980.6199 gals.).
 DL8506
 DL8506.The modeled gravity was interpolated from observed gravity values.
 DL8506
 DL8506;                    North         East    Units  Estimated Accuracy
 DL8506;SPC MN C     -   219,080.      794,222.      MT  (+/- 10 meters HH2 GPS)
 DL8506
 DL8506                          SUPERSEDED SURVEY CONTROL
 DL8506
 DL8506.No superseded survey control is available for this station.
 DL8506
 DL8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9755802829(NAD 83)
 DL8506
 DL8506_MARKER: DD = SURVEY DISK
 DL8506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8506_SP_SET: BRIDGE RAILING
 DL8506_STAMPING: 4912 G 2006
 DL8506_MARK LOGO: MNDT  
 DL8506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL8506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8506+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 DL8506
 DL8506  HISTORY     - Date     Condition        Report By
 DL8506  HISTORY     - 2006     MONUMENTED       MNDT
 DL8506  HISTORY     - 20060607 GOOD             MNDT
 DL8506
 DL8506                          STATION DESCRIPTION
 DL8506
 DL8506'DESCRIBED BY MN DEPT OF TRANSP 2006 (JPG)
 DL8506'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF FORT
 DL8506'RIPLEY, 5.7 MI (9.2 KM) WEST OF FREEDHEM AND 2.6 MI (4.2 KM)
 DL8506'NORTH-NORTHEAST OF BELLE PRAIRIE.
 DL8506' 
 DL8506'THE MARK IS AT THE CAMP RIPLEY JUNCTION WHERE TRUNK HIGHWAY 371 AND
 DL8506'TRUNK HIGHWAY 115 INTERSECT NEAR AT TRUNK HIGHWAY 371 MILE POINT 6.60.
 DL8506'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 371
 DL8506'NORTHBOUND BRIDGE NUMBER 49040 OVER TRUNK HIGHWAY 115, IN THE BRIDGE
 DL8506'RAILING, 22.0 FT (6.7 M) EAST OF THE NORTHBOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL8505 ***********************************************************************
 DL8505  DESIGNATION -  4912 H
 DL8505  PID         -  DL8505
 DL8505  STATE/COUNTY-  MN/MORRISON
 DL8505  COUNTRY     -  US
 DL8505  USGS QUAD   -  BELLE PRAIRIE (1979)
 DL8505
 DL8505                         *CURRENT SURVEY CONTROL
 DL8505  ______________________________________________________________________
 DL8505* NAD 83(1986) POSITION- 46 04 17.3    (N) 094 19 30.6    (W)   HD_HELD2  
 DL8505* NAVD 88 ORTHO HEIGHT -   355.498  (meters)    1166.33  (feet) ADJUSTED  
 DL8505  ______________________________________________________________________
 DL8505  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DL8505  DYNAMIC HEIGHT  -        355.510 (meters)     1166.37  (feet) COMP
 DL8505  MODELED GRAVITY -    980,638.1   (mgal)                       NAVD 88
 DL8505
 DL8505  VERT ORDER      -  SECOND    CLASS I
 DL8505
 DL8505.The horizontal coordinates were established by autonomous hand held GPS
 DL8505.observations and have an estimated accuracy of +/- 10 meters.
 DL8505.
 DL8505.The orthometric height was determined by differential leveling and
 DL8505.adjusted in September 2010.
 DL8505
 DL8505.Photographs are available for this station.
 DL8505
 DL8505.The dynamic height is computed by dividing the NAVD 88
 DL8505.geopotential number by the normal gravity value computed on the
 DL8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8505.degrees latitude (g = 980.6199 gals.).
 DL8505
 DL8505.The modeled gravity was interpolated from observed gravity values.
 DL8505
 DL8505;                    North         East    Units  Estimated Accuracy
 DL8505;SPC MN C     -   219,092.      794,185.      MT  (+/- 10 meters HH2 GPS)
 DL8505
 DL8505                          SUPERSEDED SURVEY CONTROL
 DL8505
 DL8505.No superseded survey control is available for this station.
 DL8505
 DL8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9752102842(NAD 83)
 DL8505
 DL8505_MARKER: DD = SURVEY DISK
 DL8505_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8505_SP_SET: BRIDGE RAILING
 DL8505_STAMPING: 4912 H 2006
 DL8505_MARK LOGO: MNDT  
 DL8505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL8505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8505+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 DL8505
 DL8505  HISTORY     - Date     Condition        Report By
 DL8505  HISTORY     - 2006     MONUMENTED       MNDT
 DL8505  HISTORY     - 20060607 GOOD             MNDT
 DL8505
 DL8505                          STATION DESCRIPTION
 DL8505
 DL8505'DESCRIBED BY MN DEPT OF TRANSP 2006 (PJG)
 DL8505'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF FORT
 DL8505'RIPLEY, 5.7 MI (9.2 KM) WEST OF FREEDHEM AND 2.6 MI (4.2 KM)
 DL8505'NORTH-NORTHEAST OF BELLE PRAIRIE.
 DL8505' 
 DL8505'THE MARK IS AT THE CAMP RIPLEY JUNCTION WHERE TRUNK HIGHWAY 371 AND
 DL8505'TRUNK HIGHWAY 115 INTERSECT NEAR AT TRUNK HIGHWAY 371 MILE POINT 6.60.
 DL8505'THE MARK IS FOUND IN THE SOUTHEAST CORNER OF TRUNK HIGHWAY 371
 DL8505'SOUTHBOUND BRIDGE NUMBER 49039 OVER TRUNK HIGHWAY 115, IN THE BRIDGE
 DL8505'RAILING, 18.0 FT (5.5 M) EAST OF THE SOUTHBOUND CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4820 ***********************************************************************
 DI4820  DESIGNATION -  4912 J
 DI4820  PID         -  DI4820
 DI4820  STATE/COUNTY-  MN/MORRISON
 DI4820  COUNTRY     -  US
 DI4820  USGS QUAD   -  BELLE PRAIRIE (1979)
 DI4820
 DI4820                         *CURRENT SURVEY CONTROL
 DI4820  ______________________________________________________________________
 DI4820* NAD 83(1996) POSITION- 46 05 54.57081(N) 094 19 43.76383(W)   ADJUSTED  
 DI4820* NAD 83(1996) ELLIP HT-   322.050 (meters)        (03/21/07)   ADJUSTED
 DI4820* NAVD 88 ORTHO HEIGHT -   348.737  (meters)    1144.15  (feet) ADJUSTED  
 DI4820  ______________________________________________________________________
 DI4820  NAD 83(1996) X  -   -334,427.962 (meters)                     COMP
 DI4820  NAD 83(1996) Y  - -4,418,022.446 (meters)                     COMP
 DI4820  NAD 83(1996) Z  -  4,573,077.657 (meters)                     COMP
 DI4820  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC09
 DI4820  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DI4820  DYNAMIC HEIGHT  -        348.749 (meters)     1144.19  (feet) COMP
 DI4820  MODELED GRAVITY -    980,639.1   (mgal)                       NAVD 88
 DI4820
 DI4820  HORZ ORDER      -  FIRST
 DI4820  VERT ORDER      -  SECOND    CLASS I
 DI4820  ELLP ORDER      -  FOURTH    CLASS I
 DI4820
 DI4820.The horizontal coordinates were established by GPS observations
 DI4820.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4820
 DI4820.The orthometric height was determined by differential leveling and
 DI4820.adjusted in September 2010.
 DI4820
 DI4820.Photographs are available for this station.
 DI4820
 DI4820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4820
 DI4820.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4820
 DI4820.The ellipsoidal height was determined by GPS observations
 DI4820.and is referenced to NAD 83.
 DI4820
 DI4820.The dynamic height is computed by dividing the NAVD 88
 DI4820.geopotential number by the normal gravity value computed on the
 DI4820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4820.degrees latitude (g = 980.6199 gals.).
 DI4820
 DI4820.The modeled gravity was interpolated from observed gravity values.
 DI4820
 DI4820. The following values were computed from the NAD 83(1996) position.
 DI4820
 DI4820;                    North         East     Units Scale Factor Converg.
 DI4820;SPC MN C     -   222,095.884   793,905.356   MT  0.99993050   -0 03 25.3
 DI4820;SPC MN C     -   728,659.58  2,604,671.16   sFT  0.99993050   -0 03 25.3
 DI4820;UTM  15      - 5,105,848.979   397,289.197   MT  0.99972969   -0 57 27.2
 DI4820
 DI4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4820!SPC MN C     -   0.99994952  x   0.99993050  =   0.99988002
 DI4820!UTM  15      -   0.99994952  x   0.99972969  =   0.99967922
 DI4820
 DI4820                          SUPERSEDED SURVEY CONTROL
 DI4820
 DI4820  NAVD 88 (03/21/07)  348.74   (m)         1144.2    (f) LEVELING    3  
 DI4820
 DI4820.Superseded values are not recommended for survey control.
 DI4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4820.See file dsdata.txt to determine how the superseded data were derived.
 DI4820
 DI4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9728905848(NAD 83)
 DI4820
 DI4820_MARKER: DD = SURVEY DISK
 DI4820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4820_STAMPING: 4912 J 2006
 DI4820_MARK LOGO: MNDT  
 DI4820_PROJECTION: FLUSH
 DI4820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4820+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4820_ROD/PIPE-DEPTH: 15.2 meters
 DI4820
 DI4820  HISTORY     - Date     Condition        Report By
 DI4820  HISTORY     - 2006     MONUMENTED       MNDT
 DI4820
 DI4820                          STATION DESCRIPTION
 DI4820
 DI4820'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4820'2.0 MILES NORTH OF CAMP RIPLEY JUNCTION, 1.90 MILES NORTH ALONG TRUNK
 DI4820'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 115
 DI4820'AT CAMP RIPLEY JUNCTION, AT TRUNK HIGHWAY 371 MILEPOINT 8.80, 93.5
 DI4820'FEET NORTHEAST OF NORTH BOUND TRUNK HIGHWAY 371, 142.2 FEET SOUTH OF
 DI4820'COUNTY ROAD 48, 7.5 FEET NORTH OF WITNEES POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI4821 ***********************************************************************
 DI4821  DESIGNATION -  4912 K
 DI4821  PID         -  DI4821
 DI4821  STATE/COUNTY-  MN/MORRISON
 DI4821  COUNTRY     -  US
 DI4821  USGS QUAD   -  BELLE PRAIRIE (1979)
 DI4821
 DI4821                         *CURRENT SURVEY CONTROL
 DI4821  ______________________________________________________________________
 DI4821* NAD 83(1996) POSITION- 46 06 49.06745(N) 094 20 12.16684(W)   ADJUSTED  
 DI4821* NAD 83(1996) ELLIP HT-   323.019 (meters)        (03/21/07)   ADJUSTED
 DI4821* NAVD 88 ORTHO HEIGHT -   349.718  (meters)    1147.37  (feet) ADJUSTED  
 DI4821  ______________________________________________________________________
 DI4821  NAD 83(1996) X  -   -334,944.684 (meters)                     COMP
 DI4821  NAD 83(1996) Y  - -4,416,767.885 (meters)                     COMP
 DI4821  NAD 83(1996) Z  -  4,574,245.028 (meters)                     COMP
 DI4821  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC09
 DI4821  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 DI4821  DYNAMIC HEIGHT  -        349.730 (meters)     1147.41  (feet) COMP
 DI4821  MODELED GRAVITY -    980,639.5   (mgal)                       NAVD 88
 DI4821
 DI4821  HORZ ORDER      -  FIRST
 DI4821  VERT ORDER      -  SECOND    CLASS I
 DI4821  ELLP ORDER      -  FOURTH    CLASS I
 DI4821
 DI4821.The horizontal coordinates were established by GPS observations
 DI4821.and adjusted by the MN DEPT OF TRANSP in March 2007.
 DI4821
 DI4821.The orthometric height was determined by differential leveling and
 DI4821.adjusted in September 2010.
 DI4821
 DI4821.Photographs are available for this station.
 DI4821
 DI4821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI4821
 DI4821.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI4821
 DI4821.The ellipsoidal height was determined by GPS observations
 DI4821.and is referenced to NAD 83.
 DI4821
 DI4821.The dynamic height is computed by dividing the NAVD 88
 DI4821.geopotential number by the normal gravity value computed on the
 DI4821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4821.degrees latitude (g = 980.6199 gals.).
 DI4821
 DI4821.The modeled gravity was interpolated from observed gravity values.
 DI4821
 DI4821. The following values were computed from the NAD 83(1996) position.
 DI4821
 DI4821;                    North         East     Units Scale Factor Converg.
 DI4821;SPC MN C     -   223,779.037   793,297.162   MT  0.99992945   -0 03 45.8
 DI4821;SPC MN C     -   734,181.72  2,602,675.77   sFT  0.99992945   -0 03 45.8
 DI4821;UTM  15      - 5,107,541.147   396,707.650   MT  0.99973116   -0 57 48.5
 DI4821
 DI4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI4821!SPC MN C     -   0.99994936  x   0.99992945  =   0.99987882
 DI4821!UTM  15      -   0.99994936  x   0.99973116  =   0.99968054
 DI4821
 DI4821                          SUPERSEDED SURVEY CONTROL
 DI4821
 DI4821  NAVD 88 (03/21/07)  349.72   (m)         1147.4    (f) LEVELING    3  
 DI4821
 DI4821.Superseded values are not recommended for survey control.
 DI4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4821.See file dsdata.txt to determine how the superseded data were derived.
 DI4821
 DI4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM9670707541(NAD 83)
 DI4821
 DI4821_MARKER: DD = SURVEY DISK
 DI4821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DI4821_STAMPING: 4912 K 2006
 DI4821_MARK LOGO: MNDT  
 DI4821_PROJECTION: FLUSH
 DI4821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4821+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI4821_ROD/PIPE-DEPTH: 12.2 meters
 DI4821
 DI4821  HISTORY     - Date     Condition        Report By
 DI4821  HISTORY     - 2006     MONUMENTED       MNDT
 DI4821
 DI4821                          STATION DESCRIPTION
 DI4821
 DI4821'DESCRIBED BY MN DEPT OF TRANSP 2006
 DI4821'3.0 MILES NORTH OF CAMP RIPLEY JUNCTION, 3.0 MILES NORTH ALONG TRUNK
 DI4821'HIGHWAY 371 FROM JUNCTION OF TRUNK HIGHWAY 371 AND TRUNK HIGHWAY 115
 DI4821'AT CAMP RIPLEY JUNCTION, AT TRUNK HIGHWAY 371 MILEPOINT 9.90, 98.2
 DI4821'FEET NORTHEAST OF NORTH BOUND TRUNK HIGHWAY 371, 11.8 FEET NORTHWEST
 DI4821'OF CABLE PEDESTAL, 113.5 FEET SOUTHEAST OF 243RD STREET, 1.0 FOOT WEST
 DI4821'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4410 ***********************************************************************
 DG4410  DESIGNATION -  4913 A
 DG4410  PID         -  DG4410
 DG4410  STATE/COUNTY-  MN/MORRISON
 DG4410  COUNTRY     -  US
 DG4410  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4410
 DG4410                         *CURRENT SURVEY CONTROL
 DG4410  ______________________________________________________________________
 DG4410* NAD 83(2007) POSITION- 45 57 46.10761(N) 094 24 40.43524(W)   ADJUSTED  
 DG4410* NAD 83(2007) ELLIP HT-   318.074 (meters)        (02/10/07)   ADJUSTED
 DG4410* NAD 83(2007) EPOCH   -  2002.00
 DG4410* NAVD 88 ORTHO HEIGHT -   344.677  (meters)    1130.83  (feet) ADJUSTED  
 DG4410  ______________________________________________________________________
 DG4410  NAD 83(2007) X  -   -341,616.759 (meters)                     COMP
 DG4410  NAD 83(2007) Y  - -4,428,356.873 (meters)                     COMP
 DG4410  NAD 83(2007) Z  -  4,562,603.544 (meters)                     COMP
 DG4410  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC09
 DG4410  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG4410  DYNAMIC HEIGHT  -        344.685 (meters)     1130.85  (feet) COMP
 DG4410  MODELED GRAVITY -    980,627.0   (mgal)                       NAVD 88
 DG4410
 DG4410  VERT ORDER      -  SECOND    CLASS I
 DG4410
 DG4410  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4410  Type                                         Horiz  Ellip  Dist(km)
 DG4410  -------------------------------------------------------------------
 DG4410  NETWORK                                       0.42   0.47
 DG4410  -------------------------------------------------------------------
 DG4410  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.29   0.31      1.66
 DG4410  -------------------------------------------------------------------
 DG4410  NOTE: Click here for information on individual local accuracy
 DG4410  values and other accuracy information.
 DG4410
 DG4410
 DG4410.The horizontal coordinates were established by GPS observations
 DG4410.and adjusted by the National Geodetic Survey in February 2007.
 DG4410
 DG4410.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4410.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4410
 DG4410.The horizontal coordinates are valid at the epoch date displayed above
 DG4410.which is a decimal equivalence of Year/Month/Day.
 DG4410
 DG4410.The orthometric height was determined by differential leveling and
 DG4410.adjusted in May 2009.
 DG4410
 DG4410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4410
 DG4410.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4410
 DG4410.The ellipsoidal height was determined by GPS observations
 DG4410.and is referenced to NAD 83.
 DG4410
 DG4410.The dynamic height is computed by dividing the NAVD 88
 DG4410.geopotential number by the normal gravity value computed on the
 DG4410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4410.degrees latitude (g = 980.6199 gals.).
 DG4410
 DG4410.The modeled gravity was interpolated from observed gravity values.
 DG4410
 DG4410. The following values were computed from the NAD 83(2007) position.
 DG4410
 DG4410;                    North         East     Units Scale Factor Converg.
 DG4410;SPC MN C     -   207,024.971   787,502.792   MT  0.99994300   -0 06 59.9
 DG4410;SPC MN C     -   679,214.43  2,583,665.41   sFT  0.99994300   -0 06 59.9
 DG4410;UTM  15      - 5,090,883.373   390,652.203   MT  0.99974699   -1 00 52.6
 DG4410
 DG4410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4410!SPC MN C     -   0.99995014  x   0.99994300  =   0.99989314
 DG4410!UTM  15      -   0.99995014  x   0.99974699  =   0.99969714
 DG4410
 DG4410                          SUPERSEDED SURVEY CONTROL
 DG4410
 DG4410  NAD 83(1996)-  45 57 46.10737(N)    094 24 40.43473(W) AD(       ) 1
 DG4410  ELLIP H (02/25/04)  318.121  (m)                       GP(       ) 3 1
 DG4410  NAVD 88 (02/25/04)  344.68   (m)         1130.8    (f) LEVELING    3  
 DG4410
 DG4410.Superseded values are not recommended for survey control.
 DG4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4410.See file dsdata.txt to determine how the superseded data were derived.
 DG4410
 DG4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9065290883(NAD 83)
 DG4410
 DG4410_MARKER: DD = SURVEY DISK
 DG4410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4410_STAMPING: 4913 A 2002
 DG4410_MARK LOGO: MNDT  
 DG4410_PROJECTION: FLUSH
 DG4410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4410+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4410_ROD/PIPE-DEPTH:  4.3 meters
 DG4410
 DG4410  HISTORY     - Date     Condition        Report By
 DG4410  HISTORY     - 2002     MONUMENTED       MNDT
 DG4410  HISTORY     - 20020710 GOOD             MNDT
 DG4410
 DG4410                          STATION DESCRIPTION
 DG4410
 DG4410'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DG4410'THE MARK IS 2 MI (3.2 KM) WSW OF LITTLE FALLS, 1 MI (1.6 KM) SOUTH
 DG4410'ALONG TH 238 FROM JCT OF TH 238 AND TH 27 IN LITTLE FALLS, AT TH 238
 DG4410'MP 33.9, 0.1 MI (0.2 KM) WEST ON 140TH ST, 30.5 FT (9.3 M) SOUTH OF
 DG4410'140TH ST, 1.7 FT (0.5 M) WEST OF GATE POST, 7 FT (2.1 M) EAST OF ENT,
 DG4410'47.9 FT (14.6 M) WEST OF P-POLE, 2.0 FT (0.6 M) WEST OF WIT POST. THE
 DG4410'MARK, A STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON TOP OF A 14 FT
 DG4410'(4.3 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS FLUSH,
 DG4410'MAGNETIC, AND SUITABLE FOR GPS.
 DG4410
 DG4410                          STATION RECOVERY (2002)
 DG4410
 DG4410'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4410'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4411 ***********************************************************************
 DG4411  DESIGNATION -  4913 B
 DG4411  PID         -  DG4411
 DG4411  STATE/COUNTY-  MN/MORRISON
 DG4411  COUNTRY     -  US
 DG4411  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4411
 DG4411                         *CURRENT SURVEY CONTROL
 DG4411  ______________________________________________________________________
 DG4411* NAD 83(2007) POSITION- 45 56 02.49542(N) 094 24 35.94345(W)   ADJUSTED  
 DG4411* NAD 83(2007) ELLIP HT-   310.383 (meters)        (02/10/07)   ADJUSTED
 DG4411* NAD 83(2007) EPOCH   -  2002.00
 DG4411* NAVD 88 ORTHO HEIGHT -   336.982  (meters)    1105.58  (feet) ADJUSTED  
 DG4411  ______________________________________________________________________
 DG4411  NAD 83(2007) X  -   -341,696.713 (meters)                     COMP
 DG4411  NAD 83(2007) Y  - -4,430,651.477 (meters)                     COMP
 DG4411  NAD 83(2007) Z  -  4,560,373.599 (meters)                     COMP
 DG4411  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC09
 DG4411  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG4411  DYNAMIC HEIGHT  -        336.989 (meters)     1105.60  (feet) COMP
 DG4411  MODELED GRAVITY -    980,625.0   (mgal)                       NAVD 88
 DG4411
 DG4411  VERT ORDER      -  SECOND    CLASS I
 DG4411
 DG4411  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4411  Type                                         Horiz  Ellip  Dist(km)
 DG4411  -------------------------------------------------------------------
 DG4411  NETWORK                                       0.43   0.49
 DG4411  -------------------------------------------------------------------
 DG4411  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.29   0.33      1.66
 DG4411  -------------------------------------------------------------------
 DG4411  NOTE: Click here for information on individual local accuracy
 DG4411  values and other accuracy information.
 DG4411
 DG4411
 DG4411.The horizontal coordinates were established by GPS observations
 DG4411.and adjusted by the National Geodetic Survey in February 2007.
 DG4411
 DG4411.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4411.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4411
 DG4411.The horizontal coordinates are valid at the epoch date displayed above
 DG4411.which is a decimal equivalence of Year/Month/Day.
 DG4411
 DG4411.The orthometric height was determined by differential leveling and
 DG4411.adjusted in May 2009.
 DG4411
 DG4411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4411
 DG4411.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4411
 DG4411.The ellipsoidal height was determined by GPS observations
 DG4411.and is referenced to NAD 83.
 DG4411
 DG4411.The dynamic height is computed by dividing the NAVD 88
 DG4411.geopotential number by the normal gravity value computed on the
 DG4411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4411.degrees latitude (g = 980.6199 gals.).
 DG4411
 DG4411.The modeled gravity was interpolated from observed gravity values.
 DG4411
 DG4411. The following values were computed from the NAD 83(2007) position.
 DG4411
 DG4411;                    North         East     Units Scale Factor Converg.
 DG4411;SPC MN C     -   203,825.923   787,593.042   MT  0.99994636   -0 06 56.6
 DG4411;SPC MN C     -   668,718.88  2,583,961.51   sFT  0.99994636   -0 06 56.6
 DG4411;UTM  15      - 5,087,683.937   390,692.312   MT  0.99974688   -1 00 47.6
 DG4411
 DG4411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4411!SPC MN C     -   0.99995134  x   0.99994636  =   0.99989771
 DG4411!UTM  15      -   0.99995134  x   0.99974688  =   0.99969824
 DG4411
 DG4411:                Primary Azimuth Mark                     Grid Az
 DG4411:SPC MN C     -  4913 C                                   182 20 25.3
 DG4411:UTM  15      -  4913 C                                   183 14 16.3
 DG4411
 DG4411|---------------------------------------------------------------------|
 DG4411| PID    Reference Object                     Distance      Geod. Az  |
 DG4411|                                                           dddmmss.s |
 DG4411| DG4412 4913 C                              APPROX. 1.5 KM 1821328.7 |
 DG4411|---------------------------------------------------------------------|
 DG4411
 DG4411                          SUPERSEDED SURVEY CONTROL
 DG4411
 DG4411  NAD 83(1996)-  45 56 02.49520(N)    094 24 35.94297(W) AD(       ) 1
 DG4411  ELLIP H (02/25/04)  310.429  (m)                       GP(       ) 3 1
 DG4411  NAVD 88 (02/25/04)  336.98   (m)         1105.6    (f) LEVELING    3  
 DG4411
 DG4411.Superseded values are not recommended for survey control.
 DG4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4411.See file dsdata.txt to determine how the superseded data were derived.
 DG4411
 DG4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9069287683(NAD 83)
 DG4411
 DG4411_MARKER: DD = SURVEY DISK
 DG4411_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4411_STAMPING: 4913 B 2002
 DG4411_MARK LOGO: MNDT  
 DG4411_PROJECTION: RECESSED 3 CENTIMETERS
 DG4411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4411+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4411_ROD/PIPE-DEPTH:  8.8 meters
 DG4411
 DG4411  HISTORY     - Date     Condition        Report By
 DG4411  HISTORY     - 2002     MONUMENTED       MNDT
 DG4411  HISTORY     - 20020710 GOOD             MNDT
 DG4411
 DG4411                          STATION DESCRIPTION
 DG4411
 DG4411'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4411'THE MARK IS 4 MI (6.4 KM) SW OF LITTLE FALLS, 2.95 MI (4.75 KM) SOUTH
 DG4411'ALONG TH 238 FROM JCT OF TH 238 AND TH 27 IN LITTLE FALLS, AT TH 238
 DG4411'MP 31.90, 46 FT (14.0 M) ENE OF TH 238, 24 FT (7.3 M) SOUTH OF 120TH
 DG4411'ST, 83 FT (25.3 M) NNW OF SWAN RIVER, 4.7 FT (1.4 M) SE END OF GUARD
 DG4411'RAIL, 2.9 FT (0.9 M) EAST OF WIT POST.  THE MARK, A STANDARD MINNESOTA
 DG4411'GEODETIC CONTROL DISK SET ON TOP OF A 29 FT (8.8 M) DRIVEN ROD WITH A
 DG4411'3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH, MAGNETIC, AND
 DG4411'SUITABLE FOR GPS.
 DG4411
 DG4411                          STATION RECOVERY (2002)
 DG4411
 DG4411'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4412 ***********************************************************************
 DG4412  DESIGNATION -  4913 C
 DG4412  PID         -  DG4412
 DG4412  STATE/COUNTY-  MN/MORRISON
 DG4412  COUNTRY     -  US
 DG4412  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4412
 DG4412                         *CURRENT SURVEY CONTROL
 DG4412  ______________________________________________________________________
 DG4412* NAD 83(2007) POSITION- 45 55 14.95008(N) 094 24 38.58987(W)   ADJUSTED  
 DG4412* NAD 83(2007) ELLIP HT-   324.043 (meters)        (02/10/07)   ADJUSTED
 DG4412* NAD 83(2007) EPOCH   -  2002.00
 DG4412* NAVD 88 ORTHO HEIGHT -   350.638  (meters)    1150.38  (feet) ADJUSTED  
 DG4412  ______________________________________________________________________
 DG4412  NAD 83(2007) X  -   -341,835.404 (meters)                     COMP
 DG4412  NAD 83(2007) Y  - -4,431,708.165 (meters)                     COMP
 DG4412  NAD 83(2007) Z  -  4,559,362.294 (meters)                     COMP
 DG4412  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC09
 DG4412  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG4412  DYNAMIC HEIGHT  -        350.644 (meters)     1150.40  (feet) COMP
 DG4412  MODELED GRAVITY -    980,624.0   (mgal)                       NAVD 88
 DG4412
 DG4412  VERT ORDER      -  SECOND    CLASS I
 DG4412
 DG4412  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4412  Type                                         Horiz  Ellip  Dist(km)
 DG4412  -------------------------------------------------------------------
 DG4412  NETWORK                                       0.47   0.55
 DG4412  -------------------------------------------------------------------
 DG4412  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.34   0.39      2.79
 DG4412  -------------------------------------------------------------------
 DG4412  NOTE: Click here for information on individual local accuracy
 DG4412  values and other accuracy information.
 DG4412
 DG4412
 DG4412.The horizontal coordinates were established by GPS observations
 DG4412.and adjusted by the National Geodetic Survey in February 2007.
 DG4412
 DG4412.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4412.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4412
 DG4412.The horizontal coordinates are valid at the epoch date displayed above
 DG4412.which is a decimal equivalence of Year/Month/Day.
 DG4412
 DG4412.The orthometric height was determined by differential leveling and
 DG4412.adjusted in May 2009.
 DG4412
 DG4412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4412
 DG4412.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4412
 DG4412.The ellipsoidal height was determined by GPS observations
 DG4412.and is referenced to NAD 83.
 DG4412
 DG4412.The dynamic height is computed by dividing the NAVD 88
 DG4412.geopotential number by the normal gravity value computed on the
 DG4412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4412.degrees latitude (g = 980.6199 gals.).
 DG4412
 DG4412.The modeled gravity was interpolated from observed gravity values.
 DG4412
 DG4412. The following values were computed from the NAD 83(2007) position.
 DG4412
 DG4412;                    North         East     Units Scale Factor Converg.
 DG4412;SPC MN C     -   202,358.158   787,533.055   MT  0.99994799   -0 06 58.5
 DG4412;SPC MN C     -   663,903.39  2,583,764.70   sFT  0.99994799   -0 06 58.5
 DG4412;UTM  15      - 5,086,217.585   390,609.360   MT  0.99974711   -1 00 48.7
 DG4412
 DG4412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4412!SPC MN C     -   0.99994920  x   0.99994799  =   0.99989720
 DG4412!UTM  15      -   0.99994920  x   0.99974711  =   0.99969633
 DG4412
 DG4412:                Primary Azimuth Mark                     Grid Az
 DG4412:SPC MN C     -  4913 B                                   002 20 25.3
 DG4412:UTM  15      -  4913 B                                   003 14 15.5
 DG4412
 DG4412|---------------------------------------------------------------------|
 DG4412| PID    Reference Object                     Distance      Geod. Az  |
 DG4412|                                                           dddmmss.s |
 DG4412| DG4411 4913 B                              APPROX. 1.5 KM 0021326.8 |
 DG4412|---------------------------------------------------------------------|
 DG4412
 DG4412                          SUPERSEDED SURVEY CONTROL
 DG4412
 DG4412  NAD 83(1996)-  45 55 14.94991(N)    094 24 38.58945(W) AD(       ) 1
 DG4412  ELLIP H (02/25/04)  324.088  (m)                       GP(       ) 3 1
 DG4412  NAVD 88 (02/25/04)  350.64   (m)         1150.4    (f) LEVELING    3  
 DG4412
 DG4412.Superseded values are not recommended for survey control.
 DG4412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4412.See file dsdata.txt to determine how the superseded data were derived.
 DG4412
 DG4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9060986217(NAD 83)
 DG4412
 DG4412_MARKER: DD = SURVEY DISK
 DG4412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4412_STAMPING: 4913 C 2002
 DG4412_MARK LOGO: MNDT  
 DG4412_PROJECTION: FLUSH
 DG4412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4412+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4412_ROD/PIPE-DEPTH:  3.0 meters
 DG4412
 DG4412  HISTORY     - Date     Condition        Report By
 DG4412  HISTORY     - 2002     MONUMENTED       MNDT
 DG4412  HISTORY     - 20020710 GOOD             MNDT
 DG4412
 DG4412                          STATION DESCRIPTION
 DG4412
 DG4412'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4412'THE MARK IS 5 MI (8.0 KM) SW OF LITTLE FALLS, 3.95 MI (6.36 KM) SOUTH
 DG4412'ALONG TH 238 FROM JCT OF TH 238 AND TH 27 IN LITTLE FALLS, AT TH 238
 DG4412'MP 30.90, 0.05 MI (0.08 KM) WEST ON 110TH ST, 215.5 FT (65.7 M) NORTH
 DG4412'OF 110TH ST, 22 FT (6.7 M) WEST OF TH 238, 1.9 FT (0.6 M) SOUTH OF WIT
 DG4412'POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON TOP
 DG4412'OF A 10 FT (3.0 M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS
 DG4412'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG4412
 DG4412                          STATION RECOVERY (2002)
 DG4412
 DG4412'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4412'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4413 ***********************************************************************
 DG4413  DESIGNATION -  4913 D
 DG4413  PID         -  DG4413
 DG4413  STATE/COUNTY-  MN/MORRISON
 DG4413  COUNTRY     -  US
 DG4413  USGS QUAD   -  LITTLE FALLS WEST (1994)
 DG4413
 DG4413                         *CURRENT SURVEY CONTROL
 DG4413  ______________________________________________________________________
 DG4413* NAD 83(2007) POSITION- 45 52 53.14963(N) 094 24 37.99761(W)   ADJUSTED  
 DG4413* NAD 83(2007) ELLIP HT-   319.988 (meters)        (02/10/07)   ADJUSTED
 DG4413* NAD 83(2007) EPOCH   -  2002.00
 DG4413* NAVD 88 ORTHO HEIGHT -   346.587  (meters)    1137.09  (feet) ADJUSTED  
 DG4413  ______________________________________________________________________
 DG4413  NAD 83(2007) X  -   -342,064.261 (meters)                     COMP
 DG4413  NAD 83(2007) Y  - -4,434,841.244 (meters)                     COMP
 DG4413  NAD 83(2007) Z  -  4,556,312.538 (meters)                     COMP
 DG4413  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC09
 DG4413  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG4413  DYNAMIC HEIGHT  -        346.592 (meters)     1137.11  (feet) COMP
 DG4413  MODELED GRAVITY -    980,620.4   (mgal)                       NAVD 88
 DG4413
 DG4413  VERT ORDER      -  SECOND    CLASS I
 DG4413
 DG4413  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4413  Type                                         Horiz  Ellip  Dist(km)
 DG4413  -------------------------------------------------------------------
 DG4413  NETWORK                                       0.49   0.57
 DG4413  -------------------------------------------------------------------
 DG4413  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.34   0.35      2.49
 DG4413  -------------------------------------------------------------------
 DG4413  NOTE: Click here for information on individual local accuracy
 DG4413  values and other accuracy information.
 DG4413
 DG4413
 DG4413.The horizontal coordinates were established by GPS observations
 DG4413.and adjusted by the National Geodetic Survey in February 2007.
 DG4413
 DG4413.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4413.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4413
 DG4413.The horizontal coordinates are valid at the epoch date displayed above
 DG4413.which is a decimal equivalence of Year/Month/Day.
 DG4413
 DG4413.The orthometric height was determined by differential leveling and
 DG4413.adjusted in May 2009.
 DG4413
 DG4413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4413
 DG4413.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4413
 DG4413.The ellipsoidal height was determined by GPS observations
 DG4413.and is referenced to NAD 83.
 DG4413
 DG4413.The dynamic height is computed by dividing the NAVD 88
 DG4413.geopotential number by the normal gravity value computed on the
 DG4413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4413.degrees latitude (g = 980.6199 gals.).
 DG4413
 DG4413.The modeled gravity was interpolated from observed gravity values.
 DG4413
 DG4413. The following values were computed from the NAD 83(2007) position.
 DG4413
 DG4413;                    North         East     Units Scale Factor Converg.
 DG4413;SPC MN C     -   197,980.293   787,536.942   MT  0.99995316   -0 06 58.1
 DG4413;SPC MN C     -   649,540.34  2,583,777.45   sFT  0.99995316   -0 06 58.1
 DG4413;UTM  15      - 5,081,841.085   390,544.730   MT  0.99974728   -1 00 45.9
 DG4413
 DG4413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4413!SPC MN C     -   0.99994984  x   0.99995316  =   0.99990300
 DG4413!UTM  15      -   0.99994984  x   0.99974728  =   0.99969713
 DG4413
 DG4413:                Primary Azimuth Mark                     Grid Az
 DG4413:SPC MN C     -  4913 E                                   180 44 59.7
 DG4413:UTM  15      -  4913 E                                   181 38 47.5
 DG4413
 DG4413|---------------------------------------------------------------------|
 DG4413| PID    Reference Object                     Distance      Geod. Az  |
 DG4413|                                                           dddmmss.s |
 DG4413| DG4414 4913 E                              APPROX. 1.7 KM 1803801.6 |
 DG4413|---------------------------------------------------------------------|
 DG4413
 DG4413                          SUPERSEDED SURVEY CONTROL
 DG4413
 DG4413  NAD 83(1996)-  45 52 53.14951(N)    094 24 37.99722(W) AD(       ) 1
 DG4413  ELLIP H (02/25/04)  320.032  (m)                       GP(       ) 3 1
 DG4413  NAVD 88 (02/25/04)  346.59   (m)         1137.1    (f) LEVELING    3  
 DG4413
 DG4413.Superseded values are not recommended for survey control.
 DG4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4413.See file dsdata.txt to determine how the superseded data were derived.
 DG4413
 DG4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9054481841(NAD 83)
 DG4413
 DG4413_MARKER: DD = SURVEY DISK
 DG4413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4413_STAMPING: 4913 D 2002
 DG4413_MARK LOGO: MNDT  
 DG4413_PROJECTION: FLUSH
 DG4413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4413+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4413_ROD/PIPE-DEPTH:  4.0 meters
 DG4413
 DG4413  HISTORY     - Date     Condition        Report By
 DG4413  HISTORY     - 2002     MONUMENTED       MNDT
 DG4413  HISTORY     - 20020710 GOOD             MNDT
 DG4413
 DG4413                          STATION DESCRIPTION
 DG4413
 DG4413'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4413'THE MARK IS 8 MI (12.9 KM) SW OF LITTLE FALLS, 6.6 MI (10.6 KM) SOUTH
 DG4413'ALONG TH 238 FORM JCT OF TH 238 AND TH 27 IN LITTLE FALLS, AT TH 238
 DG4413'MP 28.25, 52.5 FT (16.0 M) EAST OF TH 238, 9.9 FT (3.0 M) NORTH OF
 DG4413'P-POLE, 2.0 FT (0.6 M) WEST OF FENCE LINE, 1.4 FT (0.4 M) WEST OF WIT
 DG4413'POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL DISK SET ON TOP
 DG4413'OF A 13 FT (4.0 M) DRIVEN ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN, IS
 DG4413'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG4413
 DG4413                          STATION RECOVERY (2002)
 DG4413
 DG4413'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4414 ***********************************************************************
 DG4414  DESIGNATION -  4913 E
 DG4414  PID         -  DG4414
 DG4414  STATE/COUNTY-  MN/MORRISON
 DG4414  COUNTRY     -  US
 DG4414  USGS QUAD   -  BOWLUS (1978)
 DG4414
 DG4414                         *CURRENT SURVEY CONTROL
 DG4414  ______________________________________________________________________
 DG4414* NAD 83(2007) POSITION- 45 51 56.86186(N) 094 24 38.88888(W)   ADJUSTED  
 DG4414* NAD 83(2007) ELLIP HT-   323.565 (meters)        (02/10/07)   ADJUSTED
 DG4414* NAD 83(2007) EPOCH   -  2002.00
 DG4414* NAVD 88 ORTHO HEIGHT -   350.165  (meters)    1148.83  (feet) ADJUSTED  
 DG4414  ______________________________________________________________________
 DG4414  NAD 83(2007) X  -   -342,179.558 (meters)                     COMP
 DG4414  NAD 83(2007) Y  - -4,436,086.068 (meters)                     COMP
 DG4414  NAD 83(2007) Z  -  4,555,105.066 (meters)                     COMP
 DG4414  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC09
 DG4414  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG4414  DYNAMIC HEIGHT  -        350.170 (meters)     1148.85  (feet) COMP
 DG4414  MODELED GRAVITY -    980,618.7   (mgal)                       NAVD 88
 DG4414
 DG4414  VERT ORDER      -  SECOND    CLASS I
 DG4414
 DG4414  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4414  Type                                         Horiz  Ellip  Dist(km)
 DG4414  -------------------------------------------------------------------
 DG4414  NETWORK                                       0.46   0.53
 DG4414  -------------------------------------------------------------------
 DG4414  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.32   0.33      2.94
 DG4414  -------------------------------------------------------------------
 DG4414  NOTE: Click here for information on individual local accuracy
 DG4414  values and other accuracy information.
 DG4414
 DG4414
 DG4414.The horizontal coordinates were established by GPS observations
 DG4414.and adjusted by the National Geodetic Survey in February 2007.
 DG4414
 DG4414.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4414.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4414
 DG4414.The horizontal coordinates are valid at the epoch date displayed above
 DG4414.which is a decimal equivalence of Year/Month/Day.
 DG4414
 DG4414.The orthometric height was determined by differential leveling and
 DG4414.adjusted in May 2009.
 DG4414
 DG4414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4414
 DG4414.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4414
 DG4414.The ellipsoidal height was determined by GPS observations
 DG4414.and is referenced to NAD 83.
 DG4414
 DG4414.The dynamic height is computed by dividing the NAVD 88
 DG4414.geopotential number by the normal gravity value computed on the
 DG4414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4414.degrees latitude (g = 980.6199 gals.).
 DG4414
 DG4414.The modeled gravity was interpolated from observed gravity values.
 DG4414
 DG4414. The following values were computed from the NAD 83(2007) position.
 DG4414
 DG4414;                    North         East     Units Scale Factor Converg.
 DG4414;SPC MN C     -   196,242.548   787,514.196   MT  0.99995534   -0 06 58.8
 DG4414;SPC MN C     -   643,839.09  2,583,702.82   sFT  0.99995534   -0 06 58.8
 DG4414;UTM  15      - 5,080,104.269   390,494.809   MT  0.99974742   -1 00 45.5
 DG4414
 DG4414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4414!SPC MN C     -   0.99994928  x   0.99995534  =   0.99990462
 DG4414!UTM  15      -   0.99994928  x   0.99974742  =   0.99969671
 DG4414
 DG4414:                Primary Azimuth Mark                     Grid Az
 DG4414:SPC MN C     -  4913 D                                   000 44 59.8
 DG4414:UTM  15      -  4913 D                                   001 38 46.5
 DG4414
 DG4414|---------------------------------------------------------------------|
 DG4414| PID    Reference Object                     Distance      Geod. Az  |
 DG4414|                                                           dddmmss.s |
 DG4414| DG4413 4913 D                              APPROX. 1.7 KM 0003801.0 |
 DG4414|---------------------------------------------------------------------|
 DG4414
 DG4414                          SUPERSEDED SURVEY CONTROL
 DG4414
 DG4414  NAD 83(1996)-  45 51 56.86177(N)    094 24 38.88853(W) AD(       ) 1
 DG4414  ELLIP H (02/25/04)  323.609  (m)                       GP(       ) 3 1
 DG4414  NAVD 88 (02/25/04)  350.16   (m)         1148.8    (f) LEVELING    3  
 DG4414
 DG4414.Superseded values are not recommended for survey control.
 DG4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4414.See file dsdata.txt to determine how the superseded data were derived.
 DG4414
 DG4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL9049480104(NAD 83)
 DG4414
 DG4414_MARKER: DD = SURVEY DISK
 DG4414_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4414_STAMPING: 4913 E 2002
 DG4414_MARK LOGO: MNDT  
 DG4414_PROJECTION: RECESSED 3 CENTIMETERS
 DG4414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4414+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4414_ROD/PIPE-DEPTH:  5.2 meters
 DG4414
 DG4414  HISTORY     - Date     Condition        Report By
 DG4414  HISTORY     - 2002     MONUMENTED       MNDT
 DG4414  HISTORY     - 20020710 GOOD             MNDT
 DG4414
 DG4414                          STATION DESCRIPTION
 DG4414
 DG4414'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4414'THE MARK IS 3 MI (4.8 KM) NORTH OF BOWLUS, 2.3 MI (3.7 KM) NORTH ALONG
 DG4414'TH 238 FROM JCT OF TH 238 AND CO RD 24 IN BOWLUS, AT TH 238 MP 27.20,
 DG4414'39 FT (11.9 M) WEST OF TH 238, 12.5 FT (3.8 M) SOUTH OF FIELD ENT,
 DG4414'33.6 FT (10.2 M) SSE OF CABLE PEDESTAL, 85.2 FT (26.0 M) SSE OF
 DG4414'P-POLE, 2.6 FT (0.8 M) EAST OF WIT POST.  THE MARK, A STANDARD
 DG4414'MINNESOTA GEODETIC CONTROL DISK SET ON TOP OF A 17 FT (5.2 M) DRIVEN
 DG4414'ROD WITH A 3 FOOT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH,
 DG4414'MAGNETIC, AND SUITABLE FOR GPS.
 DG4414
 DG4414                          STATION RECOVERY (2002)
 DG4414
 DG4414'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4415 ***********************************************************************
 DG4415  DESIGNATION -  4913 F
 DG4415  PID         -  DG4415
 DG4415  STATE/COUNTY-  MN/MORRISON
 DG4415  COUNTRY     -  US
 DG4415  USGS QUAD   -  BOWLUS (1978)
 DG4415
 DG4415                         *CURRENT SURVEY CONTROL
 DG4415  ______________________________________________________________________
 DG4415* NAD 83(2007) POSITION- 45 50 02.17266(N) 094 25 15.14495(W)   ADJUSTED  
 DG4415* NAD 83(2007) ELLIP HT-   315.619 (meters)        (02/10/07)   ADJUSTED
 DG4415* NAD 83(2007) EPOCH   -  2002.00
 DG4415* NAVD 88 ORTHO HEIGHT -   342.237  (meters)    1122.82  (feet) ADJUSTED  
 DG4415  ______________________________________________________________________
 DG4415  NAD 83(2007) X  -   -343,154.730 (meters)                     COMP
 DG4415  NAD 83(2007) Y  - -4,438,553.615 (meters)                     COMP
 DG4415  NAD 83(2007) Z  -  4,552,632.805 (meters)                     COMP
 DG4415  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC09
 DG4415  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DG4415  DYNAMIC HEIGHT  -        342.240 (meters)     1122.83  (feet) COMP
 DG4415  MODELED GRAVITY -    980,614.6   (mgal)                       NAVD 88
 DG4415
 DG4415  VERT ORDER      -  SECOND    CLASS I
 DG4415
 DG4415  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4415  Type                                         Horiz  Ellip  Dist(km)
 DG4415  -------------------------------------------------------------------
 DG4415  NETWORK                                       0.46   0.53
 DG4415  -------------------------------------------------------------------
 DG4415  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.31   0.33      2.08
 DG4415  -------------------------------------------------------------------
 DG4415  NOTE: Click here for information on individual local accuracy
 DG4415  values and other accuracy information.
 DG4415
 DG4415
 DG4415.The horizontal coordinates were established by GPS observations
 DG4415.and adjusted by the National Geodetic Survey in February 2007.
 DG4415
 DG4415.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4415.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4415
 DG4415.The horizontal coordinates are valid at the epoch date displayed above
 DG4415.which is a decimal equivalence of Year/Month/Day.
 DG4415
 DG4415.The orthometric height was determined by differential leveling and
 DG4415.adjusted in May 2009.
 DG4415
 DG4415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4415
 DG4415.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4415
 DG4415.The ellipsoidal height was determined by GPS observations
 DG4415.and is referenced to NAD 83.
 DG4415
 DG4415.The dynamic height is computed by dividing the NAVD 88
 DG4415.geopotential number by the normal gravity value computed on the
 DG4415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4415.degrees latitude (g = 980.6199 gals.).
 DG4415
 DG4415.The modeled gravity was interpolated from observed gravity values.
 DG4415
 DG4415. The following values were computed from the NAD 83(2007) position.
 DG4415
 DG4415;                    North         East     Units Scale Factor Converg.
 DG4415;SPC MN C     -   192,703.366   786,724.567   MT  0.99996001   -0 07 25.0
 DG4415;SPC MN C     -   632,227.63  2,581,112.18   sFT  0.99996001   -0 07 25.0
 DG4415;UTM  15      - 5,076,578.605   389,650.108   MT  0.99974970   -1 01 09.6
 DG4415
 DG4415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4415!SPC MN C     -   0.99995052  x   0.99996001  =   0.99991053
 DG4415!UTM  15      -   0.99995052  x   0.99974970  =   0.99970023
 DG4415
 DG4415                          SUPERSEDED SURVEY CONTROL
 DG4415
 DG4415  NAD 83(1996)-  45 50 02.17259(N)    094 25 15.14465(W) AD(       ) 1
 DG4415  ELLIP H (02/25/04)  315.662  (m)                       GP(       ) 3 1
 DG4415  NAVD 88 (02/25/04)  342.24   (m)         1122.8    (f) LEVELING    3  
 DG4415
 DG4415.Superseded values are not recommended for survey control.
 DG4415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4415.See file dsdata.txt to determine how the superseded data were derived.
 DG4415
 DG4415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8965076578(NAD 83)
 DG4415
 DG4415_MARKER: DD = SURVEY DISK
 DG4415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4415_STAMPING: 4913 F 2002
 DG4415_MARK LOGO: MNDT  
 DG4415_PROJECTION: FLUSH
 DG4415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4415+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4415_ROD/PIPE-DEPTH: 18.3 meters
 DG4415
 DG4415  HISTORY     - Date     Condition        Report By
 DG4415  HISTORY     - 2002     MONUMENTED       MNDT
 DG4415  HISTORY     - 20020710 GOOD             MNDT
 DG4415
 DG4415                          STATION DESCRIPTION
 DG4415
 DG4415'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4415'THE MARK IS 1 MI (1.6 KM) NW OF BOWLUS, 0.5 MI (0.8 KM) WEST ALONG TH
 DG4415'238 FROM JCT OF TH 238 AND CO RD 24 IN BOWLUS, AT TH 238 MP 24.50, 29
 DG4415'FT (8.8 M) NORTH OF TH 238, 71 FT (21.6 M) WEST OF DRIVEWAY NO 11516,
 DG4415'2.1 FT (0.6 M) WEST OF CABLE PEDESTAL, 27.0 FT (8.2 M) ESE OF P-POLE,
 DG4415'2.4 FT (0.7 M) EAST OF WIT POST.  THE MARK, A STANDARD MINNESOTA
 DG4415'GEODETIC CONTROL DISK SET ON TOP OF A 60 FT (18.3 M) DRIVEN ROD WITH A
 DG4415'3 FT (0.9 M) STABILIZER FIN, IS FLUSH, MAGNETIC, AND SUITABLE FOR GPS.
 DG4415'
 DG4415
 DG4415                          STATION RECOVERY (2002)
 DG4415
 DG4415'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4415'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4416 ***********************************************************************
 DG4416  DESIGNATION -  4913 G
 DG4416  PID         -  DG4416
 DG4416  STATE/COUNTY-  MN/MORRISON
 DG4416  COUNTRY     -  US
 DG4416  USGS QUAD   -  BOWLUS (1978)
 DG4416
 DG4416                         *CURRENT SURVEY CONTROL
 DG4416  ______________________________________________________________________
 DG4416* NAD 83(2007) POSITION- 45 50 03.15186(N) 094 26 27.25949(W)   ADJUSTED  
 DG4416* NAD 83(2007) ELLIP HT-   317.132 (meters)        (02/10/07)   ADJUSTED
 DG4416* NAD 83(2007) EPOCH   -  2002.00
 DG4416* NAVD 88 ORTHO HEIGHT -   343.735  (meters)    1127.74  (feet) ADJUSTED  
 DG4416  ______________________________________________________________________
 DG4416  NAD 83(2007) X  -   -344,704.923 (meters)                     COMP
 DG4416  NAD 83(2007) Y  - -4,438,412.798 (meters)                     COMP
 DG4416  NAD 83(2007) Z  -  4,552,654.956 (meters)                     COMP
 DG4416  LAPLACE CORR    -         -1.49  (seconds)                    DEFLEC09
 DG4416  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DG4416  DYNAMIC HEIGHT  -        343.738 (meters)     1127.75  (feet) COMP
 DG4416  MODELED GRAVITY -    980,614.2   (mgal)                       NAVD 88
 DG4416
 DG4416  VERT ORDER      -  SECOND    CLASS I
 DG4416
 DG4416  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4416  Type                                         Horiz  Ellip  Dist(km)
 DG4416  -------------------------------------------------------------------
 DG4416  NETWORK                                       0.41   0.49
 DG4416  -------------------------------------------------------------------
 DG4416  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.30   0.31      2.48
 DG4416  -------------------------------------------------------------------
 DG4416  NOTE: Click here for information on individual local accuracy
 DG4416  values and other accuracy information.
 DG4416
 DG4416
 DG4416.The horizontal coordinates were established by GPS observations
 DG4416.and adjusted by the National Geodetic Survey in February 2007.
 DG4416
 DG4416.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4416.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4416
 DG4416.The horizontal coordinates are valid at the epoch date displayed above
 DG4416.which is a decimal equivalence of Year/Month/Day.
 DG4416
 DG4416.The orthometric height was determined by differential leveling and
 DG4416.adjusted in May 2009.
 DG4416
 DG4416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4416
 DG4416.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4416
 DG4416.The ellipsoidal height was determined by GPS observations
 DG4416.and is referenced to NAD 83.
 DG4416
 DG4416.The dynamic height is computed by dividing the NAVD 88
 DG4416.geopotential number by the normal gravity value computed on the
 DG4416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4416.degrees latitude (g = 980.6199 gals.).
 DG4416
 DG4416.The modeled gravity was interpolated from observed gravity values.
 DG4416
 DG4416. The following values were computed from the NAD 83(2007) position.
 DG4416
 DG4416;                    North         East     Units Scale Factor Converg.
 DG4416;SPC MN C     -   192,737.151   785,168.340   MT  0.99995997   -0 08 17.2
 DG4416;SPC MN C     -   632,338.47  2,576,006.46   sFT  0.99995997   -0 08 17.2
 DG4416;UTM  15      - 5,076,636.700   388,094.923   MT  0.99975395   -1 02 01.3
 DG4416
 DG4416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4416!SPC MN C     -   0.99995029  x   0.99995997  =   0.99991026
 DG4416!UTM  15      -   0.99995029  x   0.99975395  =   0.99970425
 DG4416
 DG4416:                Primary Azimuth Mark                     Grid Az
 DG4416:SPC MN C     -  4913 H                                   268 40 48.6
 DG4416:UTM  15      -  4913 H                                   269 34 32.7
 DG4416
 DG4416|---------------------------------------------------------------------|
 DG4416| PID    Reference Object                     Distance      Geod. Az  |
 DG4416|                                                           dddmmss.s |
 DG4416| DG4417 4913 H                              APPROX. 1.3 KM 2683231.4 |
 DG4416|---------------------------------------------------------------------|
 DG4416
 DG4416                          SUPERSEDED SURVEY CONTROL
 DG4416
 DG4416  NAD 83(1996)-  45 50 03.15179(N)    094 26 27.25921(W) AD(       ) 1
 DG4416  ELLIP H (02/25/04)  317.173  (m)                       GP(       ) 3 1
 DG4416  NAVD 88 (02/25/04)  343.73   (m)         1127.7    (f) LEVELING    3  
 DG4416
 DG4416.Superseded values are not recommended for survey control.
 DG4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4416.See file dsdata.txt to determine how the superseded data were derived.
 DG4416
 DG4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8809476636(NAD 83)
 DG4416
 DG4416_MARKER: DD = SURVEY DISK
 DG4416_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4416_STAMPING: 4913 G 2002
 DG4416_MARK LOGO: MNDT  
 DG4416_PROJECTION: RECESSED 5 CENTIMETERS
 DG4416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4416+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4416_ROD/PIPE-DEPTH:  6.1 meters
 DG4416
 DG4416  HISTORY     - Date     Condition        Report By
 DG4416  HISTORY     - 2002     MONUMENTED       MNDT
 DG4416  HISTORY     - 20020710 GOOD             MNDT
 DG4416
 DG4416                          STATION DESCRIPTION
 DG4416
 DG4416'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4416'THE MARK IS 2 MI (3.2 KM) NW OF BOWLUS, 1.4 MI (2.3 KM) WEST ALONG TH
 DG4416'238 FROM JCT OF TH 238 AND CO RD 24 IN BOWLUS, AT TH 238 MP 23.50,
 DG4416'27.4 FT (8.4 M) SSW OF TH 238, 13.7 EAST OF ENT, 11.4 FT (3.5 M) EAST
 DG4416'OF EXTENDED DRIVEWAY NO 10528, 38.3 FT (11.7 M) NORTH OF P-POLE, 2.3
 DG4416'FT (0.7 M) EAST OF WIT POST.  THE MARK, A STANDARD MINNESOTA GEODETIC
 DG4416'CONTROL DISK SET ON TOP OF A 20 FT (6.1 M) DRIVEN ROD WITH A 3 FT (0.9
 DG4416'M) STABILIZER FIN, IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR
 DG4416'GPS.
 DG4416
 DG4416                          STATION RECOVERY (2002)
 DG4416
 DG4416'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4417 ***********************************************************************
 DG4417  DESIGNATION -  4913 H
 DG4417  PID         -  DG4417
 DG4417  STATE/COUNTY-  MN/MORRISON
 DG4417  COUNTRY     -  US
 DG4417  USGS QUAD   -  BOWLUS (1978)
 DG4417
 DG4417                         *CURRENT SURVEY CONTROL
 DG4417  ______________________________________________________________________
 DG4417* NAD 83(2007) POSITION- 45 50 02.10932(N) 094 27 25.62592(W)   ADJUSTED  
 DG4417* NAD 83(2007) ELLIP HT-   320.342 (meters)        (02/10/07)   ADJUSTED
 DG4417* NAD 83(2007) EPOCH   -  2002.00
 DG4417* NAVD 88 ORTHO HEIGHT -   346.937  (meters)    1138.24  (feet) ADJUSTED  
 DG4417  ______________________________________________________________________
 DG4417  NAD 83(2007) X  -   -345,962.809 (meters)                     COMP
 DG4417  NAD 83(2007) Y  - -4,438,340.330 (meters)                     COMP
 DG4417  NAD 83(2007) Z  -  4,552,634.831 (meters)                     COMP
 DG4417  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC09
 DG4417  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DG4417  DYNAMIC HEIGHT  -        346.940 (meters)     1138.25  (feet) COMP
 DG4417  MODELED GRAVITY -    980,613.7   (mgal)                       NAVD 88
 DG4417
 DG4417  VERT ORDER      -  SECOND    CLASS I
 DG4417
 DG4417  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4417  Type                                         Horiz  Ellip  Dist(km)
 DG4417  -------------------------------------------------------------------
 DG4417  NETWORK                                       0.48   0.57
 DG4417  -------------------------------------------------------------------
 DG4417  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.31   0.35      1.30
 DG4417  -------------------------------------------------------------------
 DG4417  NOTE: Click here for information on individual local accuracy
 DG4417  values and other accuracy information.
 DG4417
 DG4417
 DG4417.The horizontal coordinates were established by GPS observations
 DG4417.and adjusted by the National Geodetic Survey in February 2007.
 DG4417
 DG4417.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4417.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4417
 DG4417.The horizontal coordinates are valid at the epoch date displayed above
 DG4417.which is a decimal equivalence of Year/Month/Day.
 DG4417
 DG4417.The orthometric height was determined by differential leveling and
 DG4417.adjusted in May 2009.
 DG4417
 DG4417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4417
 DG4417.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4417
 DG4417.The ellipsoidal height was determined by GPS observations
 DG4417.and is referenced to NAD 83.
 DG4417
 DG4417.The dynamic height is computed by dividing the NAVD 88
 DG4417.geopotential number by the normal gravity value computed on the
 DG4417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4417.degrees latitude (g = 980.6199 gals.).
 DG4417
 DG4417.The modeled gravity was interpolated from observed gravity values.
 DG4417
 DG4417. The following values were computed from the NAD 83(2007) position.
 DG4417
 DG4417;                    North         East     Units Scale Factor Converg.
 DG4417;SPC MN C     -   192,708.129   783,908.660   MT  0.99996001   -0 08 59.4
 DG4417;SPC MN C     -   632,243.25  2,571,873.66   sFT  0.99996001   -0 08 59.4
 DG4417;UTM  15      - 5,076,627.373   386,835.200   MT  0.99975744   -1 02 43.2
 DG4417
 DG4417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4417!SPC MN C     -   0.99994978  x   0.99996001  =   0.99990979
 DG4417!UTM  15      -   0.99994978  x   0.99975744  =   0.99970723
 DG4417
 DG4417:                Primary Azimuth Mark                     Grid Az
 DG4417:SPC MN C     -  4913 G                                   088 40 48.9
 DG4417:UTM  15      -  4913 G                                   089 34 32.7
 DG4417
 DG4417|---------------------------------------------------------------------|
 DG4417| PID    Reference Object                     Distance      Geod. Az  |
 DG4417|                                                           dddmmss.s |
 DG4417| DG4416 4913 G                              APPROX. 1.3 KM 0883149.5 |
 DG4417|---------------------------------------------------------------------|
 DG4417
 DG4417                          SUPERSEDED SURVEY CONTROL
 DG4417
 DG4417  NAD 83(1996)-  45 50 02.10924(N)    094 27 25.62565(W) AD(       ) 1
 DG4417  ELLIP H (02/25/04)  320.384  (m)                       GP(       ) 3 1
 DG4417  NAVD 88 (02/25/04)  346.94   (m)         1138.3    (f) LEVELING    3  
 DG4417
 DG4417.Superseded values are not recommended for survey control.
 DG4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4417.See file dsdata.txt to determine how the superseded data were derived.
 DG4417
 DG4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8683576627(NAD 83)
 DG4417
 DG4417_MARKER: DD = SURVEY DISK
 DG4417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4417_STAMPING: 4913 H 2002
 DG4417_MARK LOGO: MNDT  
 DG4417_PROJECTION: RECESSED 5 CENTIMETERS
 DG4417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4417+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4417_ROD/PIPE-DEPTH:  3.7 meters
 DG4417
 DG4417  HISTORY     - Date     Condition        Report By
 DG4417  HISTORY     - 2002     MONUMENTED       MNDT
 DG4417  HISTORY     - 20020710 GOOD             MNDT
 DG4417
 DG4417                          STATION DESCRIPTION
 DG4417
 DG4417'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4417'THE MARK IS 2 MI (3.2 KM) EAST OF ELMDALE, 1.8 MI (2.9 KM) EAST ALONG
 DG4417'TH 238 FROM JCT OF TH 238 AND CO RD 1 IN ELMDALE, AT TH 238 MP 22.65,
 DG4417'26.5 FT (8.1 M) WEST OF ENT, 32 FT (9.8 M) NORTH OF TH 238, 4.2 FT
 DG4417'(1.3 M) SOUTH OF WOOD FENCE, 15.7 FT (4.8 M) WEST OF P-POLE, 3.8 FT
 DG4417'(1.2 M) SOUTH OF WIT POST.  THE MARK, A STANDARD MINNESOTA GEODETIC
 DG4417'CONTROL DISK SET ON TOP OF A 12 FT (3.7 M) DRIVEN ROD WITH A 3 FT (0.9
 DG4417'M) STABILIZER FIN, IS RECESSED 2 INCHES, MAGNETIC, AND SUITABLE FOR
 DG4417'GPS.
 DG4417
 DG4417                          STATION RECOVERY (2002)
 DG4417
 DG4417'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4418 ***********************************************************************
 DG4418  DESIGNATION -  4913 J
 DG4418  PID         -  DG4418
 DG4418  STATE/COUNTY-  MN/MORRISON
 DG4418  COUNTRY     -  US
 DG4418  USGS QUAD   -  BOWLUS (1978)
 DG4418
 DG4418                         *CURRENT SURVEY CONTROL
 DG4418  ______________________________________________________________________
 DG4418* NAD 83(2007) POSITION- 45 50 00.06563(N) 094 29 37.13318(W)   ADJUSTED  
 DG4418* NAD 83(2007) ELLIP HT-   327.632 (meters)        (02/10/07)   ADJUSTED
 DG4418* NAD 83(2007) EPOCH   -  2002.00
 DG4418* NAVD 88 ORTHO HEIGHT -   354.211  (meters)    1162.11  (feet) ADJUSTED  
 DG4418  ______________________________________________________________________
 DG4418  NAD 83(2007) X  -   -348,796.414 (meters)                     COMP
 DG4418  NAD 83(2007) Y  - -4,438,169.042 (meters)                     COMP
 DG4418  NAD 83(2007) Z  -  4,552,596.095 (meters)                     COMP
 DG4418  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC09
 DG4418  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG4418  DYNAMIC HEIGHT  -        354.213 (meters)     1162.11  (feet) COMP
 DG4418  MODELED GRAVITY -    980,611.2   (mgal)                       NAVD 88
 DG4418
 DG4418  VERT ORDER      -  SECOND    CLASS I
 DG4418
 DG4418  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4418  Type                                         Horiz  Ellip  Dist(km)
 DG4418  -------------------------------------------------------------------
 DG4418  NETWORK                                       0.64   0.71
 DG4418  -------------------------------------------------------------------
 DG4418  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.49      1.68
 DG4418  -------------------------------------------------------------------
 DG4418  NOTE: Click here for information on individual local accuracy
 DG4418  values and other accuracy information.
 DG4418
 DG4418
 DG4418.The horizontal coordinates were established by GPS observations
 DG4418.and adjusted by the National Geodetic Survey in February 2007.
 DG4418
 DG4418.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4418.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4418
 DG4418.The horizontal coordinates are valid at the epoch date displayed above
 DG4418.which is a decimal equivalence of Year/Month/Day.
 DG4418
 DG4418.The orthometric height was determined by differential leveling and
 DG4418.adjusted in May 2009.
 DG4418
 DG4418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4418
 DG4418.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4418
 DG4418.The ellipsoidal height was determined by GPS observations
 DG4418.and is referenced to NAD 83.
 DG4418
 DG4418.The dynamic height is computed by dividing the NAVD 88
 DG4418.geopotential number by the normal gravity value computed on the
 DG4418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4418.degrees latitude (g = 980.6199 gals.).
 DG4418
 DG4418.The modeled gravity was interpolated from observed gravity values.
 DG4418
 DG4418. The following values were computed from the NAD 83(2007) position.
 DG4418
 DG4418;                    North         East     Units Scale Factor Converg.
 DG4418;SPC MN C     -   192,653.110   781,070.418   MT  0.99996010   -0 10 34.5
 DG4418;SPC MN C     -   632,062.75  2,562,561.86   sFT  0.99996010   -0 10 34.5
 DG4418;UTM  15      - 5,076,616.716   383,997.009   MT  0.99976543   -1 04 17.5
 DG4418
 DG4418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4418!SPC MN C     -   0.99994864  x   0.99996010  =   0.99990874
 DG4418!UTM  15      -   0.99994864  x   0.99976543  =   0.99971408
 DG4418
 DG4418:                Primary Azimuth Mark                     Grid Az
 DG4418:SPC MN C     -  4913 K                                   179 53 59.4
 DG4418:UTM  15      -  4913 K                                   180 47 42.4
 DG4418
 DG4418|---------------------------------------------------------------------|
 DG4418| PID    Reference Object                     Distance      Geod. Az  |
 DG4418|                                                           dddmmss.s |
 DG4418| DG4419 4913 K                              APPROX. 1.6 KM 1794324.9 |
 DG4418|---------------------------------------------------------------------|
 DG4418
 DG4418                          SUPERSEDED SURVEY CONTROL
 DG4418
 DG4418  NAD 83(1996)-  45 50 00.06556(N)    094 29 37.13292(W) AD(       ) 1
 DG4418  ELLIP H (02/25/04)  327.672  (m)                       GP(       ) 3 1
 DG4418  NAVD 88 (02/25/04)  354.21   (m)         1162.1    (f) LEVELING    3  
 DG4418
 DG4418.Superseded values are not recommended for survey control.
 DG4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4418.See file dsdata.txt to determine how the superseded data were derived.
 DG4418
 DG4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8399776616(NAD 83)
 DG4418
 DG4418_MARKER: DD = SURVEY DISK
 DG4418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4418_STAMPING: 4913 J 2002
 DG4418_MARK LOGO: MNDT  
 DG4418_PROJECTION: RECESSED 3 CENTIMETERS
 DG4418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4418+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4418_ROD/PIPE-DEPTH:  5.8 meters
 DG4418
 DG4418  HISTORY     - Date     Condition        Report By
 DG4418  HISTORY     - 2002     MONUMENTED       MNDT
 DG4418  HISTORY     - 20020710 GOOD             MNDT
 DG4418
 DG4418                          STATION DESCRIPTION
 DG4418
 DG4418'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4418'THE MARK IS AT WEST SIDE OF ELMDALE, AT TH 238 MP 20.85, 59 FT (18.0
 DG4418'M) NORTH OF CO RD 1 WEST, 144.5 FT (44.0 M) NW OF TH 238, 43.5 FT
 DG4418'(13.3 M) WEST OF 80TH AVE (GRAVEL RD) , 9.2 FT (2.8 M) SW OF P-POLE,
 DG4418'8.6 FT (2.6 M) SW OF WIT POST.  THE MARK, A STANDARD MINNESOTA
 DG4418'GEODETIC CONTROL DISK SET ON TOP OF A 19 FT (5.8 M) DRIVEN ROD WITH A
 DG4418'3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH, MAGNETIC, AND
 DG4418'SUITABLE FOR GPS.
 DG4418
 DG4418                          STATION RECOVERY (2002)
 DG4418
 DG4418'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4419 ***********************************************************************
 DG4419  DESIGNATION -  4913 K
 DG4419  PID         -  DG4419
 DG4419  STATE/COUNTY-  MN/MORRISON
 DG4419  COUNTRY     -  US
 DG4419  USGS QUAD   -  BOWLUS (1978)
 DG4419
 DG4419                         *CURRENT SURVEY CONTROL
 DG4419  ______________________________________________________________________
 DG4419* NAD 83(2007) POSITION- 45 49 06.69527(N) 094 29 36.76493(W)   ADJUSTED  
 DG4419* NAD 83(2007) ELLIP HT-   323.890 (meters)        (02/10/07)   ADJUSTED
 DG4419* NAD 83(2007) EPOCH   -  2002.00
 DG4419* NAVD 88 ORTHO HEIGHT -   350.477  (meters)    1149.86  (feet) ADJUSTED  
 DG4419  ______________________________________________________________________
 DG4419  NAD 83(2007) X  -   -348,880.883 (meters)                     COMP
 DG4419  NAD 83(2007) Y  - -4,439,345.323 (meters)                     COMP
 DG4419  NAD 83(2007) Z  -  4,551,445.113 (meters)                     COMP
 DG4419  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC09
 DG4419  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG4419  DYNAMIC HEIGHT  -        350.478 (meters)     1149.86  (feet) COMP
 DG4419  MODELED GRAVITY -    980,609.0   (mgal)                       NAVD 88
 DG4419
 DG4419  VERT ORDER      -  SECOND    CLASS I
 DG4419
 DG4419  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4419  Type                                         Horiz  Ellip  Dist(km)
 DG4419  -------------------------------------------------------------------
 DG4419  NETWORK                                       0.56   0.61
 DG4419  -------------------------------------------------------------------
 DG4419  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.40   0.39      2.30
 DG4419  -------------------------------------------------------------------
 DG4419  NOTE: Click here for information on individual local accuracy
 DG4419  values and other accuracy information.
 DG4419
 DG4419
 DG4419.The horizontal coordinates were established by GPS observations
 DG4419.and adjusted by the National Geodetic Survey in February 2007.
 DG4419
 DG4419.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4419.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4419
 DG4419.The horizontal coordinates are valid at the epoch date displayed above
 DG4419.which is a decimal equivalence of Year/Month/Day.
 DG4419
 DG4419.The orthometric height was determined by differential leveling and
 DG4419.adjusted in May 2009.
 DG4419
 DG4419.Photographs are available for this station.
 DG4419
 DG4419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4419
 DG4419.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4419
 DG4419.The ellipsoidal height was determined by GPS observations
 DG4419.and is referenced to NAD 83.
 DG4419
 DG4419.The dynamic height is computed by dividing the NAVD 88
 DG4419.geopotential number by the normal gravity value computed on the
 DG4419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4419.degrees latitude (g = 980.6199 gals.).
 DG4419
 DG4419.The modeled gravity was interpolated from observed gravity values.
 DG4419
 DG4419. The following values were computed from the NAD 83(2007) position.
 DG4419
 DG4419;                    North         East     Units Scale Factor Converg.
 DG4419;SPC MN C     -   191,005.378   781,073.299   MT  0.99996238   -0 10 34.2
 DG4419;SPC MN C     -   626,656.81  2,562,571.32   sFT  0.99996238   -0 10 34.2
 DG4419;UTM  15      - 5,074,969.463   383,974.152   MT  0.99976550   -1 04 16.3
 DG4419
 DG4419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4419!SPC MN C     -   0.99994923  x   0.99996238  =   0.99991161
 DG4419!UTM  15      -   0.99994923  x   0.99976550  =   0.99971474
 DG4419
 DG4419:                Primary Azimuth Mark                     Grid Az
 DG4419:SPC MN C     -  4913 J                                   359 53 59.3
 DG4419:UTM  15      -  4913 J                                   000 47 41.4
 DG4419
 DG4419|---------------------------------------------------------------------|
 DG4419| PID    Reference Object                     Distance      Geod. Az  |
 DG4419|                                                           dddmmss.s |
 DG4419| DG4418 4913 J                              APPROX. 1.6 KM 3594325.1 |
 DG4419|---------------------------------------------------------------------|
 DG4419
 DG4419                          SUPERSEDED SURVEY CONTROL
 DG4419
 DG4419  NAD 83(1996)-  45 49 06.69520(N)    094 29 36.76467(W) AD(       ) 1
 DG4419  ELLIP H (02/25/04)  323.930  (m)                       GP(       ) 3 1
 DG4419  NAVD 88 (02/25/04)  350.48   (m)         1149.9    (f) LEVELING    3  
 DG4419
 DG4419.Superseded values are not recommended for survey control.
 DG4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4419.See file dsdata.txt to determine how the superseded data were derived.
 DG4419
 DG4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8397474969(NAD 83)
 DG4419
 DG4419_MARKER: DD = SURVEY DISK
 DG4419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4419_STAMPING: 4913 K 2002
 DG4419_MARK LOGO: MNDT  
 DG4419_PROJECTION: RECESSED 3 CENTIMETERS
 DG4419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4419+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 DG4419_ROD/PIPE-DEPTH: 10.7 meters
 DG4419
 DG4419  HISTORY     - Date     Condition        Report By
 DG4419  HISTORY     - 2002     MONUMENTED       MNDT
 DG4419  HISTORY     - 20020710 GOOD             MNDT
 DG4419  HISTORY     - 20050517 GOOD             MNDT
 DG4419
 DG4419                          STATION DESCRIPTION
 DG4419
 DG4419'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4419'THE MARK IS 1 MI (1.6 KM) SOUTH OF ELMDALE, 1 MI (1.6 KM) SOUTH ALONG
 DG4419'TH 238 FROM JCT OF TH 238 AND CO RD 1 IN ELMDALE, AT TH 238 MP 19.85,
 DG4419'0.05 MI (0.08 KM) SE ON CO RD 1 (DOVE RD) , 29 FT (8.8 M) SW OF CO RD
 DG4419'1, 29 FT (8.8 M) NORTH OF EXTENDED 40TH ST, 3.6 FT (1.1 M) NNE OF
 DG4419'FENCE COR, 2.6 FT (0.8 M) NE OF WIT POST.  THE MARK, A STANDARD
 DG4419'MINNESOTA GEODETIC CONTROL DISK SET ON TOP OF A 35 FT (10.7 M) DRIVEN
 DG4419'ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH, MAGNETIC,
 DG4419'AND SUITABLE FOR GPS.
 DG4419
 DG4419                          STATION RECOVERY (2002)
 DG4419
 DG4419'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4419'RECOVERED AS DESCRIBED.
 DG4419
 DG4419                          STATION RECOVERY (2005)
 DG4419
 DG4419'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (KNB)
 DG4419'1.0 MILES SOUTH OF ELMDALE, 1.0 MILES SOUTH ALONG TRUNK HIGHWAY 238 FR
 DG4419'OM JUNCTION OF TRUNK HIGHWAY 238 AND COUNTY ROAD 1, AT WEST EDGE OF EL
 DG4419'MDALE, AT TRUNK HIGHWAY 238 MILEPOINT 19.85, 0.05 MILES SOUTHEAST ON C
 DG4419'OUNTY ROAD 1 (DOVE ROAD), 29.0 FEET SOUTHWEST OF COUNTY ROAD 1, 29.0 F
 DG4419'EET NORTH OF EXTENDED 40TH STREET, 3.6 FEET NORTH-NORTHEAST OF FENCE C
 DG4419'ORNER, 2.6 FEET NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4420 ***********************************************************************
 DG4420  DESIGNATION -  4913 L
 DG4420  PID         -  DG4420
 DG4420  STATE/COUNTY-  MN/MORRISON
 DG4420  COUNTRY     -  US
 DG4420  USGS QUAD   -  UPSALA (1978)
 DG4420
 DG4420                         *CURRENT SURVEY CONTROL
 DG4420  ______________________________________________________________________
 DG4420* NAD 83(2007) POSITION- 45 49 01.46237(N) 094 32 07.30761(W)   ADJUSTED  
 DG4420* NAD 83(2007) ELLIP HT-   334.864 (meters)        (02/10/07)   ADJUSTED
 DG4420* NAD 83(2007) EPOCH   -  2002.00
 DG4420* NAVD 88 ORTHO HEIGHT -   361.444  (meters)    1185.84  (feet) ADJUSTED  
 DG4420  ______________________________________________________________________
 DG4420  NAD 83(2007) X  -   -352,130.620 (meters)                     COMP
 DG4420  NAD 83(2007) Y  - -4,439,212.638 (meters)                     COMP
 DG4420  NAD 83(2007) Z  -  4,551,340.377 (meters)                     COMP
 DG4420  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC09
 DG4420  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG4420  DYNAMIC HEIGHT  -        361.444 (meters)     1185.84  (feet) COMP
 DG4420  MODELED GRAVITY -    980,604.5   (mgal)                       NAVD 88
 DG4420
 DG4420  VERT ORDER      -  SECOND    CLASS I
 DG4420
 DG4420  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4420  Type                                         Horiz  Ellip  Dist(km)
 DG4420  -------------------------------------------------------------------
 DG4420  NETWORK                                       0.58   0.67
 DG4420  -------------------------------------------------------------------
 DG4420  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.34   0.37      3.23
 DG4420  -------------------------------------------------------------------
 DG4420  NOTE: Click here for information on individual local accuracy
 DG4420  values and other accuracy information.
 DG4420
 DG4420
 DG4420.The horizontal coordinates were established by GPS observations
 DG4420.and adjusted by the National Geodetic Survey in February 2007.
 DG4420
 DG4420.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4420.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4420
 DG4420.The horizontal coordinates are valid at the epoch date displayed above
 DG4420.which is a decimal equivalence of Year/Month/Day.
 DG4420
 DG4420.The orthometric height was determined by differential leveling and
 DG4420.adjusted in May 2009.
 DG4420
 DG4420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4420
 DG4420.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4420
 DG4420.The ellipsoidal height was determined by GPS observations
 DG4420.and is referenced to NAD 83.
 DG4420
 DG4420.The dynamic height is computed by dividing the NAVD 88
 DG4420.geopotential number by the normal gravity value computed on the
 DG4420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4420.degrees latitude (g = 980.6199 gals.).
 DG4420
 DG4420.The modeled gravity was interpolated from observed gravity values.
 DG4420
 DG4420. The following values were computed from the NAD 83(2007) position.
 DG4420
 DG4420;                    North         East     Units Scale Factor Converg.
 DG4420;SPC MN C     -   190,854.674   777,822.969   MT  0.99996260   -0 12 23.1
 DG4420;SPC MN C     -   626,162.38  2,551,907.52   sFT  0.99996260   -0 12 23.1
 DG4420;UTM  15      - 5,074,869.559   380,722.491   MT  0.99977491   -1 06 04.2
 DG4420
 DG4420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4420!SPC MN C     -   0.99994751  x   0.99996260  =   0.99991011
 DG4420!UTM  15      -   0.99994751  x   0.99977491  =   0.99972243
 DG4420
 DG4420                          SUPERSEDED SURVEY CONTROL
 DG4420
 DG4420  NAD 83(1996)-  45 49 01.46229(N)    094 32 07.30736(W) AD(       ) 1
 DG4420  ELLIP H (02/25/04)  334.904  (m)                       GP(       ) 3 1
 DG4420  NAVD 88 (02/25/04)  361.44   (m)         1185.8    (f) LEVELING    3  
 DG4420
 DG4420.Superseded values are not recommended for survey control.
 DG4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4420.See file dsdata.txt to determine how the superseded data were derived.
 DG4420
 DG4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL8072274869(NAD 83)
 DG4420
 DG4420_MARKER: DD = SURVEY DISK
 DG4420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4420_STAMPING: 4913 L 2002
 DG4420_MARK LOGO: MNDT  
 DG4420_PROJECTION: FLUSH
 DG4420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4420+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4420_ROD/PIPE-DEPTH:  8.8 meters
 DG4420
 DG4420  HISTORY     - Date     Condition        Report By
 DG4420  HISTORY     - 2002     MONUMENTED       MNDT
 DG4420  HISTORY     - 20020710 GOOD             MNDT
 DG4420
 DG4420                          STATION DESCRIPTION
 DG4420
 DG4420'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4420'THE MARK IS 3 MI (4.8 KM) SW OF ELMDALE, 3 MI (4.8 KM) SOUTH AND WEST
 DG4420'ALONG TH 238 FROM JCT OF TH 238 AND CO RD 1 WEST IN ELMDALE, AT TH 238
 DG4420'MP 17.85, 37 FT (11.3 M) SOUTH OF TH 238, 40 FT (12.2 M) WEST OF 60TH
 DG4420'AVE, 12.0 FT (3.7 M) EAST OF NORTHERLY CABLE PEDESTAL, 1.8 FT (0.5 M)
 DG4420'WEST OF WIT POST.  THE MARK, A STANDARD MINNESOTA GEODETIC CONTROL
 DG4420'DISK SET ON TOP OF A 24 FT (7.3 M) DRIVEN ROD WITH A 3 FT (0.9 M)
 DG4420'STABILIZER FIN, IS FLUSH, MAGNETIC, SUITABLE FOR GPS.
 DG4420
 DG4420                          STATION RECOVERY (2002)
 DG4420
 DG4420'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4420'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4421 ***********************************************************************
 DG4421  DESIGNATION -  4913 M
 DG4421  PID         -  DG4421
 DG4421  STATE/COUNTY-  MN/MORRISON
 DG4421  COUNTRY     -  US
 DG4421  USGS QUAD   -  UPSALA (1978)
 DG4421
 DG4421                         *CURRENT SURVEY CONTROL
 DG4421  ______________________________________________________________________
 DG4421* NAD 83(2007) POSITION- 45 48 58.52027(N) 094 33 21.31948(W)   ADJUSTED  
 DG4421* NAD 83(2007) ELLIP HT-   344.272 (meters)        (02/10/07)   ADJUSTED
 DG4421* NAD 83(2007) EPOCH   -  2002.00
 DG4421* NAVD 88 ORTHO HEIGHT -   370.852  (meters)    1216.70  (feet) ADJUSTED  
 DG4421  ______________________________________________________________________
 DG4421  NAD 83(2007) X  -   -353,729.169 (meters)                     COMP
 DG4421  NAD 83(2007) Y  - -4,439,157.474 (meters)                     COMP
 DG4421  NAD 83(2007) Z  -  4,551,283.812 (meters)                     COMP
 DG4421  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC09
 DG4421  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG4421  DYNAMIC HEIGHT  -        370.852 (meters)     1216.70  (feet) COMP
 DG4421  MODELED GRAVITY -    980,601.9   (mgal)                       NAVD 88
 DG4421
 DG4421  VERT ORDER      -  SECOND    CLASS I
 DG4421
 DG4421  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4421  Type                                         Horiz  Ellip  Dist(km)
 DG4421  -------------------------------------------------------------------
 DG4421  NETWORK                                       0.62   0.69
 DG4421  -------------------------------------------------------------------
 DG4421  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.37      1.69
 DG4421  -------------------------------------------------------------------
 DG4421  NOTE: Click here for information on individual local accuracy
 DG4421  values and other accuracy information.
 DG4421
 DG4421
 DG4421.The horizontal coordinates were established by GPS observations
 DG4421.and adjusted by the National Geodetic Survey in February 2007.
 DG4421
 DG4421.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4421.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4421
 DG4421.The horizontal coordinates are valid at the epoch date displayed above
 DG4421.which is a decimal equivalence of Year/Month/Day.
 DG4421
 DG4421.The orthometric height was determined by differential leveling and
 DG4421.adjusted in May 2009.
 DG4421
 DG4421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4421
 DG4421.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4421
 DG4421.The ellipsoidal height was determined by GPS observations
 DG4421.and is referenced to NAD 83.
 DG4421
 DG4421.The dynamic height is computed by dividing the NAVD 88
 DG4421.geopotential number by the normal gravity value computed on the
 DG4421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4421.degrees latitude (g = 980.6199 gals.).
 DG4421
 DG4421.The modeled gravity was interpolated from observed gravity values.
 DG4421
 DG4421. The following values were computed from the NAD 83(2007) position.
 DG4421
 DG4421;                    North         East     Units Scale Factor Converg.
 DG4421;SPC MN C     -   190,769.806   776,224.892   MT  0.99996273   -0 13 16.7
 DG4421;SPC MN C     -   625,883.94  2,546,664.50   sFT  0.99996273   -0 13 16.7
 DG4421;UTM  15      - 5,074,809.665   379,123.580   MT  0.99977963   -1 06 57.2
 DG4421
 DG4421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4421!SPC MN C     -   0.99994603  x   0.99996273  =   0.99990876
 DG4421!UTM  15      -   0.99994603  x   0.99977963  =   0.99972567
 DG4421
 DG4421                          SUPERSEDED SURVEY CONTROL
 DG4421
 DG4421  NAD 83(1996)-  45 48 58.52020(N)    094 33 21.31922(W) AD(       ) 1
 DG4421  ELLIP H (02/25/04)  344.312  (m)                       GP(       ) 3 1
 DG4421  NAVD 88 (02/25/04)  370.85   (m)         1216.7    (f) LEVELING    3  
 DG4421
 DG4421.Superseded values are not recommended for survey control.
 DG4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4421.See file dsdata.txt to determine how the superseded data were derived.
 DG4421
 DG4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7912374809(NAD 83)
 DG4421
 DG4421_MARKER: DD = SURVEY DISK
 DG4421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4421_STAMPING: 4913 M 2002
 DG4421_MARK LOGO: MNDT  
 DG4421_PROJECTION: RECESSED 3 CENTIMETERS
 DG4421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4421+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4421_ROD/PIPE-DEPTH:  5.2 meters
 DG4421
 DG4421  HISTORY     - Date     Condition        Report By
 DG4421  HISTORY     - 2002     MONUMENTED       MNDT
 DG4421  HISTORY     - 20020710 GOOD             MNDT
 DG4421
 DG4421                          STATION DESCRIPTION
 DG4421
 DG4421'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4421'THE MARK IS 1 MI (1.6 KM) NE OF UPSALA, 1.3 MI (2.1 KM) NORTH AND EAST
 DG4421'ALONG TH 238 FROM JCT OF TH 238 AND CO RD 19 IN UPSALA, AT TH 238 MP
 DG4421'16.90, 71 FT (21.6 M) SOUTH OF TH 238, 44 FT (13.4 M) EAST OF CO RD
 DG4421'227, 33.9 FT (10.3 M) SW OF CABLE PEDESTAL, 23 FT (7.0 M) NORTH OF
 DG4421'ENT, 2.0 FT (0.6 M) EAST OF WIT POST.  THE MARK, A STANDARD MINNESOTA
 DG4421'GEODETIC CONTROL DISK SET ON TOP OF A 17 FT (5.2 M) ROD WITH A 3 FT
 DG4421'(0.9 M) STABILIZER FIN, RECESSED 1 INCH, MAGNETIC, AND SUITABLE FOR
 DG4421'GPS.
 DG4421
 DG4421                          STATION RECOVERY (2002)
 DG4421
 DG4421'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4421'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK8440 ***********************************************************************
 DK8440  DESIGNATION -  4913 N
 DK8440  PID         -  DK8440
 DK8440  STATE/COUNTY-  MN/MORRISON
 DK8440  COUNTRY     -  US
 DK8440  USGS QUAD   -  UPSALA (1978)
 DK8440
 DK8440                         *CURRENT SURVEY CONTROL
 DK8440  ______________________________________________________________________
 DK8440* NAD 83(1986) POSITION- 45 48 29.60   (N) 094 34 22.10   (W)   HD_HELD1  
 DK8440* NAVD 88 ORTHO HEIGHT -   376.349  (meters)    1234.74  (feet) ADJUSTED  
 DK8440  ______________________________________________________________________
 DK8440  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DK8440  DYNAMIC HEIGHT  -        376.347 (meters)     1234.73  (feet) COMP
 DK8440  MODELED GRAVITY -    980,598.9   (mgal)                       NAVD 88
 DK8440
 DK8440  VERT ORDER      -  SECOND    CLASS I
 DK8440
 DK8440.The horizontal coordinates were scaled from a topographic map and have
 DK8440.an estimated accuracy of +/- 6 seconds.
 DK8440.
 DK8440.The orthometric height was determined by differential leveling and
 DK8440.adjusted in May 2009.
 DK8440
 DK8440.The dynamic height is computed by dividing the NAVD 88
 DK8440.geopotential number by the normal gravity value computed on the
 DK8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK8440.degrees latitude (g = 980.6199 gals.).
 DK8440
 DK8440.The modeled gravity was interpolated from observed gravity values.
 DK8440
 DK8440;                    North         East    Units  Estimated Accuracy
 DK8440;SPC MN C     -   189,882.2     774,909.1     MT  (+/- 3 meters HH1 GPS) 
 DK8440
 DK8440                          SUPERSEDED SURVEY CONTROL
 DK8440
 DK8440.No superseded survey control is available for this station.
 DK8440
 DK8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7779473942(NAD 83)
 DK8440
 DK8440_MARKER: DD = SURVEY DISK
 DK8440_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DK8440_SP_SET: WATER TANK FOOTING
 DK8440_STAMPING: 4913 N 2002
 DK8440_MARK LOGO: MNDT  
 DK8440_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK8440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK8440+STABILITY: SURFACE MOTION
 DK8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK8440+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DK8440
 DK8440  HISTORY     - Date     Condition        Report By
 DK8440  HISTORY     - 2002     MONUMENTED       MNDT
 DK8440
 DK8440                          STATION DESCRIPTION
 DK8440
 DK8440'DESCRIBED BY MN DEPT OF TRANSP 2002
 DK8440'THE MARK IS IN UPSALA, AT CITY WATER TANK, 0.15 MI (0.24 KM) SOUTH
 DK8440'ALONG TH 238 FROM JCT OF TH 238 AND CO RD 19 (IN UPSALA) TO TH 238 MP
 DK8440'15.45, THENCE 0.1 MI (0.2 KM) WEST ON ELM AVE, 163 FT (49.7 M) SOUTH
 DK8440'OF ELM ST, 38.3 FT (11.7 M) WEST OF FIRE HYDRANT, 99.2 FT (30.2 M) SW
 DK8440'OF SW COR OF FIRE DEPARTMENT BLDG.  THE MARK, A STANDARD MINNESOTA
 DK8440'GEODETIC CONTROL DISK SET INTO A DRILL HOLE IN THE NE COR OF THE
 DK8440'CONCRETE FOOTING FOR THE NE LEG OF THE WATER TOWER, AND NOT SUITABLE
 DK8440'FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DG4422 ***********************************************************************
 DG4422  DESIGNATION -  4913 P
 DG4422  PID         -  DG4422
 DG4422  STATE/COUNTY-  MN/MORRISON
 DG4422  COUNTRY     -  US
 DG4422  USGS QUAD   -  UPSALA (1978)
 DG4422
 DG4422                         *CURRENT SURVEY CONTROL
 DG4422  ______________________________________________________________________
 DG4422* NAD 83(2007) POSITION- 45 47 36.56809(N) 094 34 16.03994(W)   ADJUSTED  
 DG4422* NAD 83(2007) ELLIP HT-   347.112 (meters)        (02/10/07)   ADJUSTED
 DG4422* NAD 83(2007) EPOCH   -  2002.00
 DG4422* NAVD 88 ORTHO HEIGHT -   373.704  (meters)    1226.06  (feet) ADJUSTED  
 DG4422  ______________________________________________________________________
 DG4422  NAD 83(2007) X  -   -355,051.573 (meters)                     COMP
 DG4422  NAD 83(2007) Y  - -4,440,873.866 (meters)                     COMP
 DG4422  NAD 83(2007) Z  -  4,549,521.928 (meters)                     COMP
 DG4422  LAPLACE CORR    -          0.43  (seconds)                    DEFLEC09
 DG4422  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DG4422  DYNAMIC HEIGHT  -        373.702 (meters)     1226.05  (feet) COMP
 DG4422  MODELED GRAVITY -    980,597.3   (mgal)                       NAVD 88
 DG4422
 DG4422  VERT ORDER      -  SECOND    CLASS I
 DG4422
 DG4422  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DG4422  Type                                         Horiz  Ellip  Dist(km)
 DG4422  -------------------------------------------------------------------
 DG4422  NETWORK                                       0.64   0.76
 DG4422  -------------------------------------------------------------------
 DG4422  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.57      2.06
 DG4422  -------------------------------------------------------------------
 DG4422  NOTE: Click here for information on individual local accuracy
 DG4422  values and other accuracy information.
 DG4422
 DG4422
 DG4422.The horizontal coordinates were established by GPS observations
 DG4422.and adjusted by the National Geodetic Survey in February 2007.
 DG4422
 DG4422.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DG4422.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DG4422
 DG4422.The horizontal coordinates are valid at the epoch date displayed above
 DG4422.which is a decimal equivalence of Year/Month/Day.
 DG4422
 DG4422.The orthometric height was determined by differential leveling and
 DG4422.adjusted in May 2009.
 DG4422
 DG4422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG4422
 DG4422.The Laplace correction was computed from DEFLEC09 derived deflections.
 DG4422
 DG4422.The ellipsoidal height was determined by GPS observations
 DG4422.and is referenced to NAD 83.
 DG4422
 DG4422.The dynamic height is computed by dividing the NAVD 88
 DG4422.geopotential number by the normal gravity value computed on the
 DG4422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4422.degrees latitude (g = 980.6199 gals.).
 DG4422
 DG4422.The modeled gravity was interpolated from observed gravity values.
 DG4422
 DG4422. The following values were computed from the NAD 83(2007) position.
 DG4422
 DG4422;                    North         East     Units Scale Factor Converg.
 DG4422;SPC MN C     -   188,244.376   775,033.344   MT  0.99996638   -0 13 56.3
 DG4422;SPC MN C     -   617,598.42  2,542,755.23   sFT  0.99996638   -0 13 56.3
 DG4422;UTM  15      - 5,072,303.600   377,892.985   MT  0.99978330   -1 07 34.9
 DG4422
 DG4422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4422!SPC MN C     -   0.99994559  x   0.99996638  =   0.99991197
 DG4422!UTM  15      -   0.99994559  x   0.99978330  =   0.99972890
 DG4422
 DG4422                          SUPERSEDED SURVEY CONTROL
 DG4422
 DG4422  NAD 83(1996)-  45 47 36.56803(N)    094 34 16.03969(W) AD(       ) 1
 DG4422  ELLIP H (02/25/04)  347.150  (m)                       GP(       ) 3 1
 DG4422  NAVD 88 (02/25/04)  373.70   (m)         1226.0    (f) LEVELING    3  
 DG4422
 DG4422.Superseded values are not recommended for survey control.
 DG4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4422.See file dsdata.txt to determine how the superseded data were derived.
 DG4422
 DG4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL7789272303(NAD 83)
 DG4422
 DG4422_MARKER: DD = SURVEY DISK
 DG4422_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DG4422_STAMPING: 4913 P 2002
 DG4422_MARK LOGO: MNDT  
 DG4422_PROJECTION: RECESSED 3 CENTIMETERS
 DG4422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG4422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4422+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002
 DG4422_ROD/PIPE-DEPTH:  3.0 meters
 DG4422
 DG4422  HISTORY     - Date     Condition        Report By
 DG4422  HISTORY     - 2002     MONUMENTED       MNDT
 DG4422  HISTORY     - 20020710 GOOD             MNDT
 DG4422
 DG4422                          STATION DESCRIPTION
 DG4422
 DG4422'DESCRIBED BY MN DEPT OF TRANSP 2002 (MPP)
 DG4422'THE MARK IS 1 MI (1.6 KM) SOUTH OF UPSALA, 1.2 MI (1.9 KM) SOUTH ALONG
 DG4422'TH 238 FROM JCT OF TH 238 AND CO RD 19 IN UPSALA, AT TH 238 MP 14.40,
 DG4422'35.5 FT (10.8 M) EAST OF TH 238, 22.5 FT (6.9 M) NORTH OF DRIVEWAY NO
 DG4422'2342, 27.5 FT (8.4 M) WEST OF P-POLE, 5.7 FT (1.7 M) NNE OF WIT POST.
 DG4422'THE MARK, A STANDARD MINNESOTA CONTROL DISK SET ON TOP OF A 10 FT (3.0
 DG4422'M) DRIVEN ROD WITH A 3 FT (0.9 M) STABILIZER FIN, IS RECESSED 1 INCH,
 DG4422'MAGNETIC, AND SUITABLE FOR GPS.
 DG4422
 DG4422                          STATION RECOVERY (2002)
 DG4422
 DG4422'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS)
 DG4422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0687 ***********************************************************************
 PP0687  DESIGNATION -  5
 PP0687  PID         -  PP0687
 PP0687  STATE/COUNTY-  MN/WASHINGTON
 PP0687  COUNTRY     -  US
 PP0687  USGS QUAD   -  HUDSON (1993)
 PP0687
 PP0687                         *CURRENT SURVEY CONTROL
 PP0687  ______________________________________________________________________
 PP0687* NAD 83(1986) POSITION- 44 54 06.5    (N) 092 46 55.1    (W)   HD_HELD2  
 PP0687* NAVD 88 ORTHO HEIGHT -   209.924  (meters)     688.73  (feet) ADJUSTED  
 PP0687  ______________________________________________________________________
 PP0687  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 PP0687  DYNAMIC HEIGHT  -        209.906 (meters)      688.67  (feet) COMP
 PP0687  MODELED GRAVITY -    980,527.1   (mgal)                       NAVD 88
 PP0687
 PP0687  VERT ORDER      -  SECOND    CLASS I
 PP0687
 PP0687.The horizontal coordinates were established by autonomous hand held GPS
 PP0687.observations and have an estimated accuracy of +/- 10 meters.
 PP0687.
 PP0687.The orthometric height was determined by differential leveling and
 PP0687.adjusted in June 1991.
 PP0687
 PP0687.Photographs are available for this station.
 PP0687
 PP0687.The dynamic height is computed by dividing the NAVD 88
 PP0687.geopotential number by the normal gravity value computed on the
 PP0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0687.degrees latitude (g = 980.6199 gals.).
 PP0687
 PP0687.The modeled gravity was interpolated from observed gravity values.
 PP0687
 PP0687;                    North         East    Units  Estimated Accuracy
 PP0687;SPC MN S     -   312,032.      896,193.      MT  (+/- 10 meters HH2 GPS)
 PP0687
 PP0687                          SUPERSEDED SURVEY CONTROL
 PP0687
 PP0687  NGVD 29 (??/??/92)  209.879  (m)          688.58   (f) ADJ UNCH    2 1
 PP0687
 PP0687.Superseded values are not recommended for survey control.
 PP0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0687.See file dsdata.txt to determine how the superseded data were derived.
 PP0687
 PP0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1721372065(NAD 83)
 PP0687
 PP0687_MARKER: DD = SURVEY DISK
 PP0687_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PP0687_SP_SET: MONUMENT
 PP0687_STAMPING: USCE BM 5 ST CROIX ENGINEERS OFFICE ST.
 PP0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0687
 PP0687  HISTORY     - Date     Condition        Report By
 PP0687  HISTORY     - UNK      MONUMENTED       DOD
 PP0687  HISTORY     - 1976     GOOD             MNDT
 PP0687
 PP0687                          STATION DESCRIPTION
 PP0687
 PP0687'DESCRIBED BY MN DEPT OF TRANSP 1976
 PP0687'IN AFTON.
 PP0687'THE MARK IS LOCATED 4.3 MILES SOUTH ALONG TRUNK HIGHWAY 95 (MILEPOINT
 PP0687'115.25) TO THE INTERSECTION OF TRUNK HIGHWAY 95 (NORTH AND WEST) AND
 PP0687'COUNTY ROAD 21 (SOUTH).  THENCE SOUTH ON COUNTY ROAD 21 FOR 1 CITY
 PP0687'BLOCK.  THENCE EAST ON 32ND STREET FOR ABOUT 1 BLOCK TO CHICAGO,
 PP0687'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD CROSSING.  IT IS 37.0 FEET
 PP0687'NORTH OF AND ABOUT LEVEL WITH 32ND STREET, 35.2 FEET WEST OF THE WEST
 PP0687'RAIL OF THE RAILROAD TRACKS, 9.0 FEET NORTH OF THE SOUTHWEST END OF A
 PP0687'12 INCH CORRUGATED METAL CULVERT, 2.0 FEET SOUTHEAST OF THE SOUTHEAST
 PP0687'CORNER OF A STONE WALL.  IT IS SET IN THE TOP OF A CONCRETE MONUMENT
 PP0687'WHICH IS IN A HEDGE ON A PROPERTY LINE.  IT IS BURIED 0.8 FOOT BELOW
 PP0687'THE SURFACE OF THE GROUND AND IS 1 FOOT SOUTH OF A STEEL WITNESS POST.
 PP0687'NW 1/4 SECTION 22, T 28N, R 20W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5909 ***********************************************************************
 DF5909  DESIGNATION -  5
 DF5909  PID         -  DF5909
 DF5909  STATE/COUNTY-  MN/KANABEC
 DF5909  COUNTRY     -  US
 DF5909  USGS QUAD   -  GRASSTON (1983)
 DF5909
 DF5909                         *CURRENT SURVEY CONTROL
 DF5909  ______________________________________________________________________
 DF5909* NAD 83(2007) POSITION- 45 47 41.80905(N) 093 08 44.39112(W)   ADJUSTED  
 DF5909* NAD 83(2007) ELLIP HT-   266.032 (meters)        (02/10/07)   ADJUSTED
 DF5909* NAD 83(2007) EPOCH   -  2002.00
 DF5909* NAVD 88 ORTHO HEIGHT -   294.07   (meters)     964.8   (feet) LEVELING  
 DF5909  ______________________________________________________________________
 DF5909  GEOID HEIGHT    -        -28.04  (meters)                     GEOID09
 DF5909  NAD 83(2007) X  -   -244,459.412 (meters)                     COMP
 DF5909  NAD 83(2007) Y  - -4,448,159.696 (meters)                     COMP
 DF5909  NAD 83(2007) Z  -  4,549,576.632 (meters)                     COMP
 DF5909  LAPLACE CORR    -          1.18  (seconds)                    DEFLEC09
 DF5909  VERT ORDER      -  THIRD
 DF5909
 DF5909  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5909  Type                                         Horiz  Ellip  Dist(km)
 DF5909  -------------------------------------------------------------------
 DF5909  NETWORK                                       0.72   0.63
 DF5909  -------------------------------------------------------------------
 DF5909  MEDIAN LOCAL ACCURACY AND DIST (012 points)   0.93   0.66      9.27
 DF5909  -------------------------------------------------------------------
 DF5909  NOTE: Click here for information on individual local accuracy
 DF5909  values and other accuracy information.
 DF5909
 DF5909
 DF5909.The horizontal coordinates were established by GPS observations
 DF5909.and adjusted by the National Geodetic Survey in February 2007.
 DF5909
 DF5909.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5909.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5909
 DF5909.The horizontal coordinates are valid at the epoch date displayed above
 DF5909.which is a decimal equivalence of Year/Month/Day.
 DF5909
 DF5909.The orthometric height was determined by differential leveling.
 DF5909.The vertical network tie was performed by a horz. field party for horz.
 DF5909.obs reductions. Reset procedures were used to establish the elevation.
 DF5909
 DF5909.Photographs are available for this station.
 DF5909
 DF5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5909
 DF5909.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5909
 DF5909.The ellipsoidal height was determined by GPS observations
 DF5909.and is referenced to NAD 83.
 DF5909
 DF5909. The following values were computed from the NAD 83(2007) position.
 DF5909
 DF5909;                    North         East     Units Scale Factor Converg.
 DF5909;SPC MN C     -   188,954.110   885,855.258   MT  0.99996614   +0 47 55.9
 DF5909;SPC MN C     -   619,926.94  2,906,343.46   sFT  0.99996614   +0 47 55.9
 DF5909;UTM  15      - 5,071,275.419   488,679.292   MT  0.99960158   -0 06 15.9
 DF5909
 DF5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5909!SPC MN C     -   0.99995830  x   0.99996614  =   0.99992444
 DF5909!UTM  15      -   0.99995830  x   0.99960158  =   0.99955989
 DF5909
 DF5909                          SUPERSEDED SURVEY CONTROL
 DF5909
 DF5909  NAD 83(1996)-  45 47 41.80872(N)    093 08 44.39045(W) AD(       ) 1
 DF5909  ELLIP H (05/27/03)  266.064  (m)                       GP(       ) 3 1
 DF5909  NAVD 88 (10/22/03)  294.1    (m)  UNKNOWN model used   GPS OBS        
 DF5909  NAVD 88 (05/27/03)  294.1    (m)  GEOID99 model used   GPS OBS        
 DF5909
 DF5909.Superseded values are not recommended for survey control.
 DF5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5909.See file dsdata.txt to determine how the superseded data were derived.
 DF5909
 DF5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL8867971275(NAD 83)
 DF5909
 DF5909_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5909_STAMPING: NO 5
 DF5909_MARK LOGO: MN-115
 DF5909_PROJECTION: FLUSH
 DF5909_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5909+STABILITY: SURFACE MOTION
 DF5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5909+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DF5909
 DF5909  HISTORY     - Date     Condition        Report By
 DF5909  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5909  HISTORY     - 20021010 GOOD             MNDT
 DF5909  HISTORY     - 20100414 GOOD             MNDT
 DF5909  HISTORY     - 20100414 GOOD             MNDT
 DF5909
 DF5909                          STATION DESCRIPTION
 DF5909
 DF5909'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5909'IN GRASSTON, AT JCT OF TH 107 AND CO RD 17, 60 FT (18.3 M) WEST OF TH
 DF5909'107, 57 FT (17.4 M) NORTH OF CO RD 17, 16.0 FT (4.9 M) EAST OF P-POLE,
 DF5909'2.0 FT (0.6 M) EAST OF WIT POST.
 DF5909
 DF5909                          STATION RECOVERY (2002)
 DF5909
 DF5909'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (MPP)
 DF5909'RECOVERED AS DESCRIBED IN HPINE (PINE COUNTY GPS) , AT JCT OF TH 107
 DF5909'AND CO RD 17 AT GRASSTON, 60 FT (18.3 M) WEST OF TH 107 AT MP 6.9, 57
 DF5909'FT (17.4 M) NORTH OF CO RD 17, 16 FT (4.9 M) EAST OF P-POLE, 2 FT (0.6
 DF5909'M) EAST OF WIT POST, FLUSH, MAGNETIC.
 DF5909
 DF5909                          STATION RECOVERY (2010)
 DF5909
 DF5909'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5909'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5909'THE MARK IS IN GRASSTON, AT JUNCTION OF TRUNK HIGHWAY 107 AND COUNTY
 DF5909'ROAD 17 AT GRASSTON, AT TRUNK HIGHWAY 107 MILEPOINT 6.9, 60 FEET WEST
 DF5909'OF TRUNK HIGHWAY 107, 57 FEET NORTH OF COUNTY ROAD 17, 16.0 FEET EAST
 DF5909'OF POWER POLE NUMBER CM212, 2.0 FEET EAST OF WITNESS POST.
 DF5909
 DF5909                          STATION RECOVERY (2010)
 DF5909
 DF5909'RECOVERY NOTE BY MN DEPT OF TRANSP 2010 (MAS)
 DF5909'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0258 ***********************************************************************
 OP0258  DESIGNATION -  5 001
 OP0258  PID         -  OP0258
 OP0258  STATE/COUNTY-  MN/WATONWAN
 OP0258  COUNTRY     -  US
 OP0258  USGS QUAD   -  BUTTERFIELD (1970)
 OP0258
 OP0258                         *CURRENT SURVEY CONTROL
 OP0258  ______________________________________________________________________
 OP0258* NAD 83(1986) POSITION- 43 58 30.     (N) 094 48 01.     (W)   SCALED    
 OP0258* NAVD 88 ORTHO HEIGHT -   352.503  (meters)    1156.50  (feet) ADJUSTED  
 OP0258  ______________________________________________________________________
 OP0258  GEOID HEIGHT    -        -27.69  (meters)                     GEOID09
 OP0258  DYNAMIC HEIGHT  -        352.435 (meters)     1156.28  (feet) COMP
 OP0258  MODELED GRAVITY -    980,416.0   (mgal)                       NAVD 88
 OP0258
 OP0258  VERT ORDER      -  SECOND    CLASS 0
 OP0258
 OP0258.The horizontal coordinates were scaled from a topographic map and have
 OP0258.an estimated accuracy of +/- 6 seconds.
 OP0258.
 OP0258.The orthometric height was determined by differential leveling and
 OP0258.adjusted in June 1991.
 OP0258
 OP0258.The dynamic height is computed by dividing the NAVD 88
 OP0258.geopotential number by the normal gravity value computed on the
 OP0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0258.degrees latitude (g = 980.6199 gals.).
 OP0258
 OP0258.The modeled gravity was interpolated from observed gravity values.
 OP0258
 OP0258;                    North         East    Units  Estimated Accuracy
 OP0258;SPC MN S     -   208,650.      735,790.      MT  (+/- 180 meters Scaled)
 OP0258
 OP0258                          SUPERSEDED SURVEY CONTROL
 OP0258
 OP0258  NGVD 29 (??/??/92)  352.406  (m)         1156.19   (f) ADJ UNCH    2 0
 OP0258
 OP0258.Superseded values are not recommended for survey control.
 OP0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0258.See file dsdata.txt to determine how the superseded data were derived.
 OP0258
 OP0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ556706(NAD 83)
 OP0258
 OP0258_MARKER: DD = SURVEY DISK
 OP0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0258_SP_SET: CULVERT
 OP0258_STAMPING: 5-001 1972
 OP0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0258
 OP0258  HISTORY     - Date     Condition        Report By
 OP0258  HISTORY     - 1972     MONUMENTED       MNDT
 OP0258
 OP0258                          STATION DESCRIPTION
 OP0258
 OP0258'DESCRIBED BY MN DEPT OF TRANSP 1972
 OP0258'1.2 MI N FROM BUTTERFIELD.
 OP0258'MARK IS LOCATED 1.2 MILES NORTH ALONG COUNTY ROAD 5 FROM THE JUNCTION
 OP0258'OF COUNTY ROAD 5 AND TH 60 IN BUTTERFIELD, 1.15 MILES SOUTH OF COUNTY
 OP0258'ROAD 20, IN THE SOUTHEAST CORNER OF A CONCRETE BOX CULVERT, 12 FEET
 OP0258'LOWER THAN THE CENTER OF COUNTY ROAD 5 AT BUTTERFIELD CREEK.  NW 1/4
 OP0258'SECTION 22, T 106, R 33.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH6116 ***********************************************************************
 DH6116  DESIGNATION -  5 CDL
 DH6116  PID         -  DH6116
 DH6116  STATE/COUNTY-  MN/MAHNOMEN
 DH6116  COUNTRY     -  US
 DH6116  USGS QUAD   -  BEAULIEU (1969)
 DH6116
 DH6116                         *CURRENT SURVEY CONTROL
 DH6116  ______________________________________________________________________
 DH6116* NAD 83(1986) POSITION- 47 15 07.     (N) 095 49 15.     (W)   SCALED    
 DH6116* NAVD 88 ORTHO HEIGHT -   411.610  (meters)    1350.42  (feet) ADJUSTED  
 DH6116  ______________________________________________________________________
 DH6116  GEOID HEIGHT    -        -27.15  (meters)                     GEOID09
 DH6116  DYNAMIC HEIGHT  -        411.644 (meters)     1350.54  (feet) COMP
 DH6116  MODELED GRAVITY -    980,682.0   (mgal)                       NAVD 88
 DH6116
 DH6116  VERT ORDER      -  THIRD
 DH6116
 DH6116.The horizontal coordinates were scaled from a topographic map and have
 DH6116.an estimated accuracy of +/- 6 seconds.
 DH6116.
 DH6116.The orthometric height was determined by differential leveling and
 DH6116.adjusted in May 2009.
 DH6116
 DH6116.The dynamic height is computed by dividing the NAVD 88
 DH6116.geopotential number by the normal gravity value computed on the
 DH6116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6116.degrees latitude (g = 980.6199 gals.).
 DH6116
 DH6116.The modeled gravity was interpolated from observed gravity values.
 DH6116
 DH6116;                    North         East    Units  Estimated Accuracy
 DH6116;SPC MN N     -   187,220.      594,090.      MT  (+/- 180 meters Scaled)
 DH6116
 DH6116                          SUPERSEDED SURVEY CONTROL
 DH6116
 DH6116.No superseded survey control is available for this station.
 DH6116
 DH6116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTN865370(NAD 83)
 DH6116
 DH6116_MARKER: DB = BENCH MARK DISK
 DH6116_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DH6116_STAMPING: 5 CDL 1967
 DH6116_MARK LOGO: USGS  
 DH6116_PROJECTION: FLUSH
 DH6116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6116_ROD/PIPE-DEPTH:  3.0 meters
 DH6116
 DH6116  HISTORY     - Date     Condition        Report By
 DH6116  HISTORY     - 1967     MONUMENTED       USGS
 DH6116  HISTORY     - 20061127 MARK NOT FOUND   MNDT
 DH6116
 DH6116                          STATION DESCRIPTION
 DH6116
 DH6116'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CDL)
 DH6116'MAHNOMEN, 4.O MI. SOUTH AND 6.75 MI (10.86 KM) EAST OF, T. 144 N., R.
 DH6116'41 W., NEAR THE WEST SIXTEENTH CORNER BETWEEN SECTIONS 25 AND 36, 51.8
 DH6116'FT. SOUTH, 14.9 FT. EAST OF AND 2.6 FT. LOWER THAN CENTER OF RD. AT
 DH6116'T-RD. SOUTH, 2 FT. NORTH OF A TELEPHONE POLE, 1.3 FT. WEST OF A
 DH6116'WITNESS POST, ON TOP OF A 1/2 INCH COPPER COATED STEEL ROD, DRIVEN 10
 DH6116'FT. INTO THE GROUND AND SURROUNDED BY A 6 INCH TILE, A STANDARD TABLET
 DH6116'SET FLUSH WITH THE GROUND AND STAMPED 5 CDL 1967.
 DH6116
 DH6116                          STATION RECOVERY (2006)
 DH6116
 DH6116'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DH6116'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0679 ***********************************************************************
 SK0679  DESIGNATION -  5 CER
 SK0679  PID         -  SK0679
 SK0679  STATE/COUNTY-  MN/CLEARWATER
 SK0679  COUNTRY     -  US
 SK0679  USGS QUAD   -  LEONARD (1969)
 SK0679
 SK0679                         *CURRENT SURVEY CONTROL
 SK0679  ______________________________________________________________________
 SK0679* NAD 83(1986) POSITION- 47 39 40.     (N) 095 17 25.     (W)   SCALED    
 SK0679* NAVD 88 ORTHO HEIGHT -   440.245  (meters)    1444.37  (feet) ADJUSTED  
 SK0679  ______________________________________________________________________
 SK0679  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 SK0679  DYNAMIC HEIGHT  -        440.302 (meters)     1444.56  (feet) COMP
 SK0679  MODELED GRAVITY -    980,728.3   (mgal)                       NAVD 88
 SK0679
 SK0679  VERT ORDER      -  SECOND    CLASS 0
 SK0679
 SK0679.The horizontal coordinates were scaled from a topographic map and have
 SK0679.an estimated accuracy of +/- 6 seconds.
 SK0679.
 SK0679.The orthometric height was determined by differential leveling and
 SK0679.adjusted in June 1991.
 SK0679
 SK0679.The dynamic height is computed by dividing the NAVD 88
 SK0679.geopotential number by the normal gravity value computed on the
 SK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0679.degrees latitude (g = 980.6199 gals.).
 SK0679
 SK0679.The modeled gravity was interpolated from observed gravity values.
 SK0679
 SK0679;                    North         East    Units  Estimated Accuracy
 SK0679;SPC MN N     -   231,420.      635,520.      MT  (+/- 180 meters Scaled)
 SK0679
 SK0679                          SUPERSEDED SURVEY CONTROL
 SK0679
 SK0679.No superseded survey control is available for this station.
 SK0679
 SK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN280811(NAD 83)
 SK0679
 SK0679_MARKER: DB = BENCH MARK DISK
 SK0679_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 SK0679_SP_SET: COPPER-CLAD STEEL ROD
 SK0679_STAMPING: 5 CER 1967
 SK0679_MARK LOGO: USGS  
 SK0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SK0679
 SK0679  HISTORY     - Date     Condition        Report By
 SK0679  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0679
 SK0679                          STATION DESCRIPTION
 SK0679
 SK0679'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0679'1.6 KM (1.00 MI) NW FROM LEONARD.
 SK0679'LEONARD, CLEARWATER CO., 0.50 MI NORTH AND 0.9 MI WEST OF, T. 148 N.,
 SK0679'IN THE SW. CORNER OF SECTION 5, 518 FT WEST OF MILEPOST 394, 33 FT
 SK0679'SW. OF RAILROAD TRACKS, 42 FT NE. CENTER OF ROAD, ON TOP OF A
 SK0679'COPPER-CLAD STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, A STANDARD TABLET
 SK0679'STAMPED 5 CER 1967.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0681 ***********************************************************************
 SK0681  DESIGNATION -  5 CER A TBM
 SK0681  PID         -  SK0681
 SK0681  STATE/COUNTY-  MN/CLEARWATER
 SK0681  COUNTRY     -  US
 SK0681  USGS QUAD   -  LEONARD (1969)
 SK0681
 SK0681                         *CURRENT SURVEY CONTROL
 SK0681  ______________________________________________________________________
 SK0681* NAD 83(1986) POSITION- 47 39 55.     (N) 095 18 13.     (W)   SCALED    
 SK0681* NAVD 88 ORTHO HEIGHT -   435.101  (meters)    1427.49  (feet) ADJUSTED  
 SK0681  ______________________________________________________________________
 SK0681  GEOID HEIGHT    -        -27.66  (meters)                     GEOID09
 SK0681  DYNAMIC HEIGHT  -        435.158 (meters)     1427.68  (feet) COMP
 SK0681  MODELED GRAVITY -    980,729.6   (mgal)                       NAVD 88
 SK0681
 SK0681  VERT ORDER      -  SECOND    CLASS 0
 SK0681
 SK0681.The horizontal coordinates were scaled from a topographic map and have
 SK0681.an estimated accuracy of +/- 6 seconds.
 SK0681.
 SK0681.The orthometric height was determined by differential leveling and
 SK0681.adjusted in June 1991.
 SK0681
 SK0681.The dynamic height is computed by dividing the NAVD 88
 SK0681.geopotential number by the normal gravity value computed on the
 SK0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0681.degrees latitude (g = 980.6199 gals.).
 SK0681
 SK0681.The modeled gravity was interpolated from observed gravity values.
 SK0681
 SK0681;                    North         East    Units  Estimated Accuracy
 SK0681;SPC MN N     -   231,910.      634,530.      MT  (+/- 180 meters Scaled)
 SK0681
 SK0681                          SUPERSEDED SURVEY CONTROL
 SK0681
 SK0681.No superseded survey control is available for this station.
 SK0681
 SK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN270816(NAD 83)
 SK0681
 SK0681_MARKER: Q = CHISELED SQUARE
 SK0681_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0681_SP_SET: ON TOP OF CONCRETE CULVERT
 SK0681_STAMPING: 5 CER A TBM
 SK0681_MARK LOGO: NONE  
 SK0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0681
 SK0681  HISTORY     - Date     Condition        Report By
 SK0681  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0681
 SK0681                          STATION DESCRIPTION
 SK0681
 SK0681'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0681'2.7 KM (1.70 MI) NW FROM LEONARD.
 SK0681'TBM 5 A, 0.7 MI NW. OF TABLET, 58 FT SOUTH AND 28 FT EAST OF A T-RD
 SK0681'EAST, 29 FT NORTH OF ROAD AT A RAILROAD GRADE CROSSING, ON THE EAST
 SK0681'END OF A 24 IN CONCRETE CULVERT, A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SK0680 ***********************************************************************
 SK0680  DESIGNATION -  5 CER RM
 SK0680  PID         -  SK0680
 SK0680  STATE/COUNTY-  MN/CLEARWATER
 SK0680  COUNTRY     -  US
 SK0680  USGS QUAD   -  LEONARD (1969)
 SK0680
 SK0680                         *CURRENT SURVEY CONTROL
 SK0680  ______________________________________________________________________
 SK0680* NAD 83(1986) POSITION- 47 39 40.     (N) 095 17 26.     (W)   SCALED    
 SK0680* NAVD 88 ORTHO HEIGHT -   437.521  (meters)    1435.43  (feet) ADJUSTED  
 SK0680  ______________________________________________________________________
 SK0680  GEOID HEIGHT    -        -27.67  (meters)                     GEOID09
 SK0680  DYNAMIC HEIGHT  -        437.577 (meters)     1435.62  (feet) COMP
 SK0680  MODELED GRAVITY -    980,728.3   (mgal)                       NAVD 88
 SK0680
 SK0680  VERT ORDER      -  SECOND    CLASS 0
 SK0680
 SK0680.The horizontal coordinates were scaled from a topographic map and have
 SK0680.an estimated accuracy of +/- 6 seconds.
 SK0680.
 SK0680.The orthometric height was determined by differential leveling and
 SK0680.adjusted in June 1991.
 SK0680
 SK0680.The dynamic height is computed by dividing the NAVD 88
 SK0680.geopotential number by the normal gravity value computed on the
 SK0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SK0680.degrees latitude (g = 980.6199 gals.).
 SK0680
 SK0680.The modeled gravity was interpolated from observed gravity values.
 SK0680
 SK0680;                    North         East    Units  Estimated Accuracy
 SK0680;SPC MN N     -   231,420.      635,500.      MT  (+/- 180 meters Scaled)
 SK0680
 SK0680                          SUPERSEDED SURVEY CONTROL
 SK0680
 SK0680.No superseded survey control is available for this station.
 SK0680
 SK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUN280811(NAD 83)
 SK0680
 SK0680_MARKER: Q = CHISELED SQUARE
 SK0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SK0680_SP_SET: ON CONCRETE CULVERT
 SK0680_STAMPING: 5 CER RM 1967
 SK0680_MARK LOGO: NONE  
 SK0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SK0680
 SK0680  HISTORY     - Date     Condition        Report By
 SK0680  HISTORY     - 1967     MONUMENTED       USGS-M
 SK0680
 SK0680                          STATION DESCRIPTION
 SK0680
 SK0680'DESCRIBED BY USGS MID-CONTINENT MAPPING CENTER 1967
 SK0680'1.6 KM (1.00 MI) NW FROM LEONARD.
 SK0680'REFERENCE MARK, 135 FT NW. OF TABLET, 18 FT SW. OF A RAILROAD TRACK
 SK0680'AND 65 FT NE. OF ROAD, ON SOUTH END OF A 24 IN. CONCRETE CULVERT, A
 SK0680'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH8986 ***********************************************************************
 DH8986  DESIGNATION -  5 DLS
 DH8986  PID         -  DH8986
 DH8986  STATE/COUNTY-  MN/ITASCA
 DH8986  COUNTRY     -  US
 DH8986  USGS QUAD   -  LITTLE WINNIBIGOSHISH LAKE (1996)
 DH8986
 DH8986                         *CURRENT SURVEY CONTROL
 DH8986  ______________________________________________________________________
 DH8986* NAD 83(1986) POSITION- 47 26 31.1    (N) 094 01 02.6    (W)   HD_HELD2  
 DH8986* NAVD 88 ORTHO HEIGHT -   400.688  (meters)    1314.59  (feet) ADJUSTED  
 DH8986  ______________________________________________________________________
 DH8986  GEOID HEIGHT    -        -28.61  (meters)                     GEOID09
 DH8986  DYNAMIC HEIGHT  -        400.736 (meters)     1314.75  (feet) COMP
 DH8986  MODELED GRAVITY -    980,721.5   (mgal)                       NAVD 88
 DH8986
 DH8986  VERT ORDER      -  SECOND    CLASS I
 DH8986
 DH8986.The horizontal coordinates were established by autonomous hand held GPS
 DH8986.observations and have an estimated accuracy of +/- 10 meters.
 DH8986.
 DH8986.The orthometric height was determined by differential leveling and
 DH8986.adjusted in September 2006.
 DH8986
 DH8986.Photographs are available for this station.
 DH8986
 DH8986.The dynamic height is computed by dividing the NAVD 88
 DH8986.geopotential number by the normal gravity value computed on the
 DH8986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8986.degrees latitude (g = 980.6199 gals.).
 DH8986
 DH8986.The modeled gravity was interpolated from observed gravity values.
 DH8986
 DH8986;                    North         East    Units  Estimated Accuracy
 DH8986;SPC MN N     -   205,133.      730,811.      MT  (+/- 10 meters HH2 GPS)
 DH8986
 DH8986                          SUPERSEDED SURVEY CONTROL
 DH8986
 DH8986.No superseded survey control is available for this station.
 DH8986
 DH8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN2329254782(NAD 83)
 DH8986
 DH8986_MARKER: DD = SURVEY DISK
 DH8986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8986_STAMPING: 5 DLS 1969
 DH8986_MARK LOGO: USGS  
 DH8986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH8986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8986+STABILITY: SURFACE MOTION
 DH8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8986+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2001
 DH8986
 DH8986  HISTORY     - Date     Condition        Report By
 DH8986  HISTORY     - 1969     MONUMENTED       USGS
 DH8986  HISTORY     - 20010919 GOOD             MNDT
 DH8986
 DH8986                          STATION DESCRIPTION
 DH8986
 DH8986'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DH8986'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 14.5 MI (23.3
 DH8986'KM) NW OF DEER RIVER, 2 MI (3.2 KM) NORTH OF JCT OF TH 46 AND CO RD 39
 DH8986'(12.5 MI NW OF DEER RIVER) , AT TH 46 MP 12.15, 46 FT (14.0 M) NORTH
 DH8986'AND 73 FT (22.3 M) EAST OF TH 46 AT DRAIN CROSSING, FLUSH, MAGNETIC,
 DH8986'AND NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DN5971 ***********************************************************************
 DN5971  DESIGNATION -  5 DRL
 DN5971  PID         -  DN5971
 DN5971  STATE/COUNTY-  MN/OLMSTED
 DN5971  COUNTRY     -  US
 DN5971  USGS QUAD   -  ZUMBRO LAKE (1972)
 DN5971
 DN5971                         *CURRENT SURVEY CONTROL
 DN5971  ______________________________________________________________________
 DN5971* NAD 83(1986) POSITION- 44 10 44.0    (N) 092 22 44.0    (W)   HD_HELD2  
 DN5971* NAVD 88 ORTHO HEIGHT -   332.522  (meters)    1090.95  (feet) ADJUSTED  
 DN5971  ______________________________________________________________________
 DN5971  GEOID HEIGHT    -        -29.95  (meters)                     GEOID09
 DN5971  DYNAMIC HEIGHT  -        332.470 (meters)     1090.78  (feet) COMP
 DN5971  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 DN5971
 DN5971  VERT ORDER      -  SECOND    CLASS I
 DN5971
 DN5971.The horizontal coordinates were established by autonomous hand held GPS
 DN5971.observations and have an estimated accuracy of +/- 10 meters.
 DN5971.
 DN5971.The orthometric height was determined by differential leveling and
 DN5971.adjusted in June 2012.
 DN5971
 DN5971.No vertical observational check was made to the station.
 DN5971
 DN5971.The dynamic height is computed by dividing the NAVD 88
 DN5971.geopotential number by the normal gravity value computed on the
 DN5971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5971.degrees latitude (g = 980.6199 gals.).
 DN5971
 DN5971.The modeled gravity was interpolated from observed gravity values.
 DN5971
 DN5971;                    North         East    Units  Estimated Accuracy
 DN5971;SPC MN S     -   232,273.      929,615.      MT  (+/- 10 meters HH2 GPS)
 DN5971
 DN5971                          SUPERSEDED SURVEY CONTROL
 DN5971
 DN5971.No superseded survey control is available for this station.
 DN5971
 DN5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4964791929(NAD 83)
 DN5971
 DN5971_MARKER: DB = BENCH MARK DISK
 DN5971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN5971_SP_SET: BOX CULVERT
 DN5971_STAMPING: 5 DRL 1972
 DN5971_MARK LOGO: USGS  
 DN5971_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5971+STABILITY: SURFACE MOTION
 DN5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5971+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2010
 DN5971
 DN5971  HISTORY     - Date     Condition        Report By
 DN5971  HISTORY     - 19720401 MONUMENTED       USGS
 DN5971  HISTORY     - 20100323 GOOD             MNDT
 DN5971
 DN5971                          STATION DESCRIPTION
 DN5971
 DN5971'DESCRIBED BY MN DEPT OF TRANSP 2010 (DRB)
 DN5971'THE MARK IS 7.1 MI (11.4 KM) NORTHWEST OF ELGIN.
 DN5971' 
 DN5971'TO REACH THE MARK GO 1.0 MI (1.6 KM) NORTH AND 2.0 MI (3.2 KM) WEST OF
 DN5971'POTSDAM, 2.0 MI (3.2 KM) EAST ON TRUNK HIGHWAY 247 FROM THE JUNCTION
 DN5971'OF TRUNK HIGHWAY 247 AND TRUNK HIGHWAY 63 IN ELGIN, THEN 0.9 MI (1.4
 DN5971'KM) NORTH ON COUNTY ROAD 128 NORTHEAST.
 DN5971' 
 DN5971'IT IS 476.0 FT (145.1 M) SOUTH AND 37.0 FT (11.3 M) EAST OF
 DN5971'CROSSROADS, IN EAST END OF COUNTY ROAD 128 CONCRETE CULVERT, 0.5 FT
 DN5971'(0.2 M) WEST OF END OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4306 ***********************************************************************
 DM4306  DESIGNATION -  5 ES
 DM4306  PID         -  DM4306
 DM4306  STATE/COUNTY-  MN/DAKOTA
 DM4306  COUNTRY     -  US
 DM4306  USGS QUAD   -  CASTLE ROCK (1974)
 DM4306
 DM4306                         *CURRENT SURVEY CONTROL
 DM4306  ______________________________________________________________________
 DM4306* NAD 83(1986) POSITION- 44 31 12.     (N) 093 08 42.     (W)   SCALED    
 DM4306* NAVD 88 ORTHO HEIGHT -   283.011  (meters)     928.51  (feet) ADJUSTED  
 DM4306  ______________________________________________________________________
 DM4306  GEOID HEIGHT    -        -28.39  (meters)                     GEOID09
 DM4306  DYNAMIC HEIGHT  -        282.978 (meters)      928.40  (feet) COMP
 DM4306  MODELED GRAVITY -    980,493.1   (mgal)                       NAVD 88
 DM4306
 DM4306  VERT ORDER      -  SECOND    CLASS I
 DM4306
 DM4306.The horizontal coordinates were scaled from a topographic map and have
 DM4306.an estimated accuracy of +/- 6 seconds.
 DM4306.
 DM4306.The orthometric height was determined by differential leveling and
 DM4306.adjusted in February 2011.
 DM4306
 DM4306.The dynamic height is computed by dividing the NAVD 88
 DM4306.geopotential number by the normal gravity value computed on the
 DM4306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4306.degrees latitude (g = 980.6199 gals.).
 DM4306
 DM4306.The modeled gravity was interpolated from observed gravity values.
 DM4306
 DM4306;                    North         East    Units  Estimated Accuracy
 DM4306;SPC MN S     -   269,250.      867,970.      MT  (+/- 180 meters Scaled)
 DM4306
 DM4306                          SUPERSEDED SURVEY CONTROL
 DM4306
 DM4306.No superseded survey control is available for this station.
 DM4306
 DM4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK884296(NAD 83)
 DM4306
 DM4306_MARKER: DB = BENCH MARK DISK
 DM4306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4306_STAMPING: 5 ES 1955
 DM4306_MARK LOGO: USGS  
 DM4306_PROJECTION: FLUSH
 DM4306_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4306
 DM4306  HISTORY     - Date     Condition        Report By
 DM4306  HISTORY     - 1955     MONUMENTED       USGS
 DM4306  HISTORY     - 19920121 GOOD             MNDT
 DM4306
 DM4306                          STATION DESCRIPTION
 DM4306
 DM4306'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 DM4306'THE MARK IS 4.25 MI (6.8 KM) NORTH OF NORTHFIELD, AT TRUNK HIGHWAY 3
 DM4306'MILEPOST 17.45, 65 FT (19.8 M) EAST OF TRUNK HIGHWAY 65, 340 FT (103.6
 DM4306'M) NORTHEAST OF T-RD WEST, 2.8 FT (0.9 M) EAST OF A WITNESS POST AND
 DM4306'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF4770 ***********************************************************************
 DF4770  DESIGNATION -  5 GJS
 DF4770  PID         -  DF4770
 DF4770  STATE/COUNTY-  MN/DODGE
 DF4770  COUNTRY     -  US
 DF4770  USGS QUAD   -  BIXBY (1967)
 DF4770
 DF4770                         *CURRENT SURVEY CONTROL
 DF4770  ______________________________________________________________________
 DF4770* NAD 83(2007) POSITION- 43 57 26.27882(N) 093 00 19.70945(W)   ADJUSTED  
 DF4770* NAD 83(2007) ELLIP HT-   360.482 (meters)        (02/10/07)   ADJUSTED
 DF4770* NAD 83(2007) EPOCH   -  2002.00
 DF4770* NAVD 88 ORTHO HEIGHT -   389.4    (meters)    1278.    (feet) GPS OBS   
 DF4770  ______________________________________________________________________
 DF4770  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF4770  GEOID HEIGHT    -        -28.83  (meters)                     GEOID99
 DF4770  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 DF4770  NAD 83(2007) X  -   -241,133.506 (meters)                     COMP
 DF4770  NAD 83(2007) Y  - -4,592,704.562 (meters)                     COMP
 DF4770  NAD 83(2007) Z  -  4,404,927.687 (meters)                     COMP
 DF4770  LAPLACE CORR    -         -8.42  (seconds)                    DEFLEC09
 DF4770
 DF4770  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF4770  Type                                         Horiz  Ellip  Dist(km)
 DF4770  -------------------------------------------------------------------
 DF4770  NETWORK                                       1.03   1.02
 DF4770  -------------------------------------------------------------------
 DF4770  MEDIAN LOCAL ACCURACY AND DIST (007 points)   1.21   1.08      9.72
 DF4770  -------------------------------------------------------------------
 DF4770  NOTE: Click here for information on individual local accuracy
 DF4770  values and other accuracy information.
 DF4770
 DF4770
 DF4770.The horizontal coordinates were established by GPS observations
 DF4770.and adjusted by the National Geodetic Survey in February 2007.
 DF4770
 DF4770.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF4770.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF4770
 DF4770.The horizontal coordinates are valid at the epoch date displayed above
 DF4770.which is a decimal equivalence of Year/Month/Day.
 DF4770
 DF4770.The orthometric height was determined by GPS observations and a
 DF4770.high-resolution geoid model.
 DF4770
 DF4770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4770
 DF4770.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF4770
 DF4770.The ellipsoidal height was determined by GPS observations
 DF4770.and is referenced to NAD 83.
 DF4770
 DF4770. The following values were computed from the NAD 83(2007) position.
 DF4770
 DF4770;                    North         East     Units Scale Factor Converg.
 DF4770;SPC MN S     -   206,853.256   879,819.647   MT  0.99996685   +0 41 49.5
 DF4770;SPC MN S     -   678,651.06  2,886,541.63   sFT  0.99996685   +0 41 49.5
 DF4770;UTM  15      - 4,867,130.242   499,560.744   MT  0.99960000   -0 00 13.7
 DF4770
 DF4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4770!SPC MN S     -   0.99994348  x   0.99996685  =   0.99991033
 DF4770!UTM  15      -   0.99994348  x   0.99960000  =   0.99954350
 DF4770
 DF4770                          SUPERSEDED SURVEY CONTROL
 DF4770
 DF4770  NAD 83(1996)-  43 57 26.27822(N)    093 00 19.70871(W) AD(       ) 1
 DF4770  ELLIP H (04/02/03)  360.540  (m)                       GP(       ) 3 2
 DF4770
 DF4770.Superseded values are not recommended for survey control.
 DF4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4770.See file dsdata.txt to determine how the superseded data were derived.
 DF4770
 DF4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9956067130(NAD 83)
 DF4770
 DF4770_MARKER: DD = SURVEY DISK
 DF4770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4770_STAMPING: 5 GJS 1964 1277
 DF4770_MARK LOGO: USGS  
 DF4770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF4770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4770+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000
 DF4770
 DF4770  HISTORY     - Date     Condition        Report By
 DF4770  HISTORY     - 1964     MONUMENTED       USGS
 DF4770  HISTORY     - 20000401 GOOD             MNDT
 DF4770
 DF4770                          STATION DESCRIPTION
 DF4770
 DF4770'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DF4770'THE MARK WAS RECOVERED 2 MI (3.2 KM) EAST AND 6 MI (9.7 KM) NORTH OF
 DF4770'BLOOMING PRAIRIE, 49 FT (14.9 M) SOUTH AND 31 FT (9.4 M) EA ST OF T-RD
 DF4770'WEST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL2332 ***********************************************************************
 DL2332  DESIGNATION -  5 HEH
 DL2332  PID         -  DL2332
 DL2332  STATE/COUNTY-  MN/ROSEAU
 DL2332  COUNTRY     -  US
 DL2332  USGS QUAD   -  FOX (1984)
 DL2332
 DL2332                         *CURRENT SURVEY CONTROL
 DL2332  ______________________________________________________________________
 DL2332* NAD 83(2007) POSITION- 48 48 17.09538(N) 095 52 35.22578(W)   ADJUSTED  
 DL2332* NAD 83(2007) ELLIP HT-   308.478 (meters)        (04/01/09)   ADJUSTED
 DL2332* NAD 83(2007) EPOCH   -  2002.00
 DL2332* NAVD 88 ORTHO HEIGHT -   336.3    (meters)    1103.    (feet) GPS OBS   
 DL2332  ______________________________________________________________________
 DL2332  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DL2332  GEOID HEIGHT    -        -27.85  (meters)                     GEOID03
 DL2332  GEOID HEIGHT    -        -27.86  (meters)                     GEOID09
 DL2332  NAD 83(2007) X  -   -430,933.148 (meters)                     COMP
 DL2332  NAD 83(2007) Y  - -4,186,882.791 (meters)                     COMP
 DL2332  NAD 83(2007) Z  -  4,776,517.652 (meters)                     COMP
 DL2332  LAPLACE CORR    -         -3.69  (seconds)                    DEFLEC09
 DL2332  HORZ ORDER      -  FIRST
 DL2332  ELLP ORDER      -  FOURTH    CLASS I
 DL2332
 DL2332.The horizontal coordinates were established by GPS observations
 DL2332.and adjusted by the MN DEPT OF TRANSP in April 2009.
 DL2332
 DL2332.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DL2332.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DL2332
 DL2332.The horizontal coordinates are valid at the epoch date displayed above
 DL2332.which is a decimal equivalence of Year/Month/Day.
 DL2332
 DL2332.The orthometric height was determined by GPS observations and a
 DL2332.high-resolution geoid model.
 DL2332
 DL2332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL2332
 DL2332.The Laplace correction was computed from DEFLEC09 derived deflections.
 DL2332
 DL2332.The ellipsoidal height was determined by GPS observations
 DL2332.and is referenced to NAD 83.
 DL2332
 DL2332. The following values were computed from the NAD 83(2007) position.
 DL2332
 DL2332;                    North         East     Units Scale Factor Converg.
 DL2332;SPC MN N     -   359,906.242   596,083.519   MT  1.00004641   -2 03 28.7
 DL2332;SPC MN N     - 1,180,792.40  1,955,650.68   sFT  1.00004641   -2 03 28.7
 DL2332;UTM  15      - 5,409,741.786   288,799.584   MT  1.00014803   -2 09 54.9
 DL2332
 DL2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL2332!SPC MN N     -   0.99995166  x   1.00004641  =   0.99999807
 DL2332!UTM  15      -   0.99995166  x   1.00014803  =   1.00009968
 DL2332
 DL2332                          SUPERSEDED SURVEY CONTROL
 DL2332
 DL2332.No superseded survey control is available for this station.
 DL2332
 DL2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15UTQ8879909741(NAD 83)
 DL2332
 DL2332_MARKER: DD = SURVEY DISK
 DL2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2332_STAMPING: 5 HEH 1966
 DL2332_MARK LOGO: USGS  
 DL2332_PROJECTION: PROJECTING 13 CENTIMETERS
 DL2332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2332+STABILITY: SURFACE MOTION
 DL2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2332+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2009
 DL2332
 DL2332  HISTORY     - Date     Condition        Report By
 DL2332  HISTORY     - 1966     MONUMENTED       USGS
 DL2332  HISTORY     - 20091001 GOOD             MNDT
 DL2332
 DL2332                          STATION DESCRIPTION
 DL2332
 DL2332'DESCRIBED BY MN DEPT OF TRANSP 2009 (DKH)
 DL2332'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL2332'THE MARK IS 3.0 MILES SOUTH AND 5 MILES WEST OF ROSEAU, 1.1 MILES EAST
 DL2332'ALONG TRUNK HIGHWAY 11 FROM JUNCTION TRUNK HIGHWAY 11 AND TRUNK
 DL2332'HIGHWAY 89 IN FOX, THENCE 2.6 MILES SOUTH ALONG 340TH AVENUE, 41 FEET
 DL2332'NORTH OF COUNTY ROAD 114, 47 FEET EAST OF 340TH AVENUE, 7.5 FEET EAST
 DL2332'OF POWER POLE, 1.0 FOOT SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AB9894 ***********************************************************************
 AB9894  CBN         -  This is a Cooperative Base Network Control Station.
 AB9894  DESIGNATION -  5 JER
 AB9894  PID         -  AB9894
 AB9894  STATE/COUNTY-  MN/WILKIN
 AB9894  COUNTRY     -  US
 AB9894  USGS QUAD   -  EVERDELL (1981)
 AB9894
 AB9894                         *CURRENT SURVEY CONTROL
 AB9894  ______________________________________________________________________
 AB9894* NAD 83(2007) POSITION- 46 22 09.32611(N) 096 29 14.50531(W)   ADJUSTED  
 AB9894* NAD 83(2007) ELLIP HT-   269.761 (meters)        (02/10/07)   ADJUSTED
 AB9894* NAD 83(2007) EPOCH   -  2002.00
 AB9894* NAVD 88 ORTHO HEIGHT -   296.648  (meters)     973.25  (feet) ADJUSTED  
 AB9894  ______________________________________________________________________
 AB9894  NAD 83(2007) X  -   -498,134.248 (meters)                     COMP
 AB9894  NAD 83(2007) Y  - -4,380,658.439 (meters)                     COMP
 AB9894  NAD 83(2007) Z  -  4,593,859.543 (meters)                     COMP
 AB9894  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC09
 AB9894  GEOID HEIGHT    -        -26.89  (meters)                     GEOID09
 AB9894  DYNAMIC HEIGHT  -        296.653 (meters)      973.27  (feet) COMP
 AB9894  MODELED GRAVITY -    980,623.9   (mgal)                       NAVD 88
 AB9894
 AB9894  VERT ORDER      -  SECOND    CLASS I
 AB9894
 AB9894  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AB9894  Type                                         Horiz  Ellip  Dist(km)
 AB9894  -------------------------------------------------------------------
 AB9894  NETWORK                                       0.48   0.78
 AB9894  -------------------------------------------------------------------
 AB9894  MEDIAN LOCAL ACCURACY AND DIST (024 points)   0.58   0.89     54.60
 AB9894  -------------------------------------------------------------------
 AB9894  NOTE: Click here for information on individual local accuracy
 AB9894  values and other accuracy information.
 AB9894
 AB9894
 AB9894.The horizontal coordinates were established by GPS observations
 AB9894.and adjusted by the National Geodetic Survey in February 2007.
 AB9894
 AB9894.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AB9894.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AB9894
 AB9894.The horizontal coordinates are valid at the epoch date displayed above
 AB9894.which is a decimal equivalence of Year/Month/Day.
 AB9894
 AB9894.The orthometric height was determined by differential leveling and
 AB9894.adjusted in April 2009.
 AB9894
 AB9894.No vertical observational check was made to the station.
 AB9894
 AB9894.Photographs are available for this station.
 AB9894
 AB9894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9894
 AB9894.The Laplace correction was computed from DEFLEC09 derived deflections.
 AB9894
 AB9894.The ellipsoidal height was determined by GPS observations
 AB9894.and is referenced to NAD 83.
 AB9894
 AB9894.The dynamic height is computed by dividing the NAVD 88
 AB9894.geopotential number by the normal gravity value computed on the
 AB9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB9894.degrees latitude (g = 980.6199 gals.).
 AB9894
 AB9894.The modeled gravity was interpolated from observed gravity values.
 AB9894
 AB9894. The following values were computed from the NAD 83(2007) position.
 AB9894
 AB9894;                    North         East     Units Scale Factor Converg.
 AB9894;SPC MN C     -   254,618.922   627,879.316   MT  0.99992220   -1 37 06.5
 AB9894;SPC MN C     -   835,362.25  2,059,967.39   sFT  0.99992220   -1 37 06.5
 AB9894;UTM  14      - 5,138,143.949   693,258.155   MT  1.00005912   +1 49 09.2
 AB9894
 AB9894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9894!SPC MN C     -   0.99995771  x   0.99992220  =   0.99987992
 AB9894!UTM  14      -   0.99995771  x   1.00005912  =   1.00001683
 AB9894
 AB9894                          SUPERSEDED SURVEY CONTROL
 AB9894
 AB9894  NAD 83(1996)-  46 22 09.32559(N)    096 29 14.50514(W) AD(       ) B
 AB9894  ELLIP H (01/15/97)  269.784  (m)                       GP(       ) 4 1
 AB9894  NAVD 88 (08/23/05)  296.65   (m)  GEOID03 model used   GPS OBS        
 AB9894  NAVD 88 (01/15/97)  296.6    (m)  GEOID96 model used   GPS OBS        
 AB9894
 AB9894.Superseded values are not recommended for survey control.
 AB9894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9894.See file dsdata.txt to determine how the superseded data were derived.
 AB9894
 AB9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS9325838143(NAD 83)
 AB9894
 AB9894_MARKER: DD = SURVEY DISK
 AB9894_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB9894_STAMPING: 5 JER 1973
 AB9894_MARK LOGO: USGS  
 AB9894_PROJECTION: RECESSED 3 CENTIMETERS
 AB9894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9894+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2007
 AB9894
 AB9894  HISTORY     - Date     Condition        Report By
 AB9894  HISTORY     - 1973     MONUMENTED       USGS
 AB9894  HISTORY     - 19940630 GOOD             MNDT
 AB9894  HISTORY     - 20040802 GOOD             MNDT
 AB9894  HISTORY     - 20050427 GOOD             MNDT
 AB9894  HISTORY     - 20071024 GOOD             MNDT
 AB9894
 AB9894                          STATION DESCRIPTION
 AB9894
 AB9894'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH)
 AB9894'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ABOUT 8
 AB9894'MI (12.9 KM) NE OF OF THE TOWN OF BRECKENRIDGE IN THE NE 1/4 OF
 AB9894'SECTION 5, T133N, R46W.  TO REACH THE MARK FROM THE JCT OF TH 9 AND TH
 AB9894'210 IN BRECKENRIDGE, GO NNE ON TH 9 FOR 6.25 MI (10.06 KM) TO TH 9 MP
 AB9894'126, THEN GO EAST ON CO RD 18 FOR 2.35 MI (3.78 KM) AND THE MARK ON
 AB9894'THE RIGHT.  THE MARK, A DISK SET IN A CONC MON, IS 52 FT (15.8 M)
 AB9894'SOUTH OF CO RD 18, 38 FT (11.6 M) WEST OF A RD, AND 2.1 FT (0.6 M)
 AB9894'NORTH OF A WIT POST.  RECOVERED AND DESCRIBED BY DAVID K.  HERDER,
 AB9894'TYPED BY G.W.O.
 AB9894
 AB9894                          STATION RECOVERY (2004)
 AB9894
 AB9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JBG)
 AB9894'8.0 MILES NORTHEAST OF BRECKENRIDGE, 6.25 MILES NORTH-NORTHEAST ALONG
 AB9894'TRUNK HIGHWAY 9 FROM JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 210
 AB9894'IN BRECKENRIDGE TO TRUNK HIGHWAY 9 MILEPOINT 126 THEN 2.35 MILES EAST
 AB9894'ON COUNTY ROAD 18, 52 FEET SOUTH OF COUNTY ROAD 18, 38 FEET WEST OF
 AB9894'ROAD, 2.1 FEET NORTH OF WITNESS POST.
 AB9894
 AB9894                          STATION RECOVERY (2005)
 AB9894
 AB9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AB9894'THE MARK IS 8.0 MI (12.9 KM) NORTHEAST OF BRECKENRIDGE, 6.25 MI (10.1
 AB9894'KM) NORTH-NORTHEAST ALONG TRUNK HIGHWAY 9 FROM THE JUNCTION OF TRUNK
 AB9894'HIGHWAY 9 AND TRUNK HIGHWAY 210 IN BRECKENRIDGE TO TRUNK HIGHWAY 9
 AB9894'MILE POINT 126, THENCE 2.35 MI (3.8 KM) EAST ON COUNTY ROAD 18, 52 FT
 AB9894'(15.8 M) SOUTH OF COUNTY ROAD 18, 38 FT (11.6 M) WEST OF ROAD, 2.1 FT
 AB9894'(0.6 M) NORTH OF A WITNESS POST.
 AB9894
 AB9894                          STATION RECOVERY (2007)
 AB9894
 AB9894'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 AB9894'THE STATION IS LOCATED ABOUT 12.3 MI (19.8 KM) SOUTHWEST OF ROTHSAY,
 AB9894'10.6 MI (17.1 KM) NORTHWEST OF FOX HOME AND 8.0 MI (12.9 KM)
 AB9894'NORTH-NORTHWEST OF EVER DELL.
 AB9894' 
 AB9894'TO REACH TO THE MARK GO 8.0 MI (12.9 KM) NORTHEAST OF BRECKENRIDGE,
 AB9894'6.25 MI (10.1 KM) NORTH-NORTHEAST ALONG TRUNK HIGHWAY 9 FROM THE
 AB9894'JUNCTION OF TRUNK HIGHWAY 9 AND TRUNK HIGHWAY 210 IN BRECKENRIDGE TO
 AB9894'TRUNK HIGHWAY 9 MILE POINT 126, THENCE 2.35 MI (3.8 KM) EAST ON COUNTY
 AB9894'ROAD 18, 52 FT (15.8 M) SOUTH OF COUNTY ROAD 18, 38 FT (11.6 M) WEST
 AB9894'OF 240TH AVENUE, 2.1 FT (0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RN0030 ***********************************************************************
 RN0030  DESIGNATION -  5 JKR
 RN0030  PID         -  RN0030
 RN0030  STATE/COUNTY-  MN/ST LOUIS
 RN0030  COUNTRY     -  US
 RN0030  USGS QUAD   -  ADOLPH (1993)
 RN0030
 RN0030                         *CURRENT SURVEY CONTROL
 RN0030  ______________________________________________________________________
 RN0030* NAD 83(2007) POSITION- 46 48 02.34561(N) 092 20 38.19359(W)   ADJUSTED  
 RN0030* NAD 83(2007) ELLIP HT-   388.331 (meters)        (02/10/07)   ADJUSTED
 RN0030* NAD 83(2007) EPOCH   -  2002.00
 RN0030* NAVD 88 ORTHO HEIGHT -   416.837  (meters)    1367.57  (feet) ADJUSTED  
 RN0030  ______________________________________________________________________
 RN0030  NAD 83(2007) X  -   -178,893.841 (meters)                     COMP
 RN0030  NAD 83(2007) Y  - -4,370,475.253 (meters)                     COMP
 RN0030  NAD 83(2007) Z  -  4,626,905.706 (meters)                     COMP
 RN0030  LAPLACE CORR    -          3.74  (seconds)                    DEFLEC09
 RN0030  GEOID HEIGHT    -        -28.48  (meters)                     GEOID09
 RN0030  DYNAMIC HEIGHT  -        416.865 (meters)     1367.66  (feet) COMP
 RN0030  MODELED GRAVITY -    980,667.0   (mgal)                       NAVD 88
 RN0030
 RN0030  VERT ORDER      -  SECOND    CLASS 0
 RN0030
 RN0030  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 RN0030  Type                                         Horiz  Ellip  Dist(km)
 RN0030  -------------------------------------------------------------------
 RN0030  NETWORK                                       0.75   0.92
 RN0030  -------------------------------------------------------------------
 RN0030  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.79   0.94      2.33
 RN0030  -------------------------------------------------------------------
 RN0030  NOTE: Click here for information on individual local accuracy
 RN0030  values and other accuracy information.
 RN0030
 RN0030
 RN0030.The horizontal coordinates were established by GPS observations
 RN0030.and adjusted by the National Geodetic Survey in February 2007.
 RN0030
 RN0030.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 RN0030.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 RN0030
 RN0030.The horizontal coordinates are valid at the epoch date displayed above
 RN0030.which is a decimal equivalence of Year/Month/Day.
 RN0030
 RN0030.The orthometric height was determined by differential leveling and
 RN0030.adjusted in June 1991.
 RN0030
 RN0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RN0030
 RN0030.The Laplace correction was computed from DEFLEC09 derived deflections.
 RN0030
 RN0030.The ellipsoidal height was determined by GPS observations
 RN0030.and is referenced to NAD 83.
 RN0030
 RN0030.The dynamic height is computed by dividing the NAVD 88
 RN0030.geopotential number by the normal gravity value computed on the
 RN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RN0030.degrees latitude (g = 980.6199 gals.).
 RN0030
 RN0030.The modeled gravity was interpolated from observed gravity values.
 RN0030
 RN0030. The following values were computed from the NAD 83(2007) position.
 RN0030
 RN0030;                    North         East     Units Scale Factor Converg.
 RN0030;SPC MN N     -   133,707.773   857,719.014   MT  1.00006433   +0 33 37.5
 RN0030;SPC MN N     -   438,672.92  2,814,033.13   sFT  1.00006433   +0 33 37.5
 RN0030;UTM  15      - 5,183,220.569   550,062.279   MT  0.99963080   +0 28 41.7
 RN0030
 RN0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RN0030!SPC MN N     -   0.99993913  x   1.00006433  =   1.00000346
 RN0030!UTM  15      -   0.99993913  x   0.99963080  =   0.99956995
 RN0030
 RN0030                          SUPERSEDED SURVEY CONTROL
 RN0030
 RN0030  NAD 83(1996)-  46 48 02.34524(N)    092 20 38.19381(W) AD(       ) 1
 RN0030  ELLIP H (01/28/04)  388.371  (m)                       GP(       ) 3 2
 RN0030  NAVD 88 (01/28/04)  416.84   (m)         1367.6    (f) LEVELING    3  
 RN0030  NGVD 29 (??/??/92)  416.71   (m)         1367.2    (f) COMPUTED    2 0
 RN0030
 RN0030.Superseded values are not recommended for survey control.
 RN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RN0030.See file dsdata.txt to determine how the superseded data were derived.
 RN0030
 RN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM5006283220(NAD 83)
 RN0030
 RN0030_MARKER: DD = SURVEY DISK
 RN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RN0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RN0030_STAMPING: 5 JKR 1952
 RN0030_MARK LOGO: USGS  
 RN0030_PROJECTION: PROJECTING 8 CENTIMETERS
 RN0030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RN0030+STABILITY: SURFACE MOTION
 RN0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RN0030+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 RN0030
 RN0030  HISTORY     - Date     Condition        Report By
 RN0030  HISTORY     - 1952     MONUMENTED       USGS
 RN0030  HISTORY     - 1974     GOOD             MNDT
 RN0030  HISTORY     - 20010828 GOOD             MNDT
 RN0030
 RN0030                          STATION DESCRIPTION
 RN0030
 RN0030'DESCRIBED BY MN DEPT OF TRANSP 1974
 RN0030'IN MUNGER.
 RN0030'THE MARK IS LOCATED ABOUT 0.1 MILE SOUTH ALONG COUNTY ROAD 223 FROM
 RN0030'THE JUNCTION OF T.H. 2 AND COUNTY ROAD 223 AT MUNGER (MILEPOINT
 RN0030'251.75), WHICH IS 4.9 MILES SOUTHEAST AND EAST ALONG T.H. 2 FROM THE
 RN0030'JUNCTION OF T.H.S 2 AND 194 (1.5 MILES SOUTHEAST OF SAGINAW).  IT IS
 RN0030'43.5 FEET WEST OF THE CENTER OF COUNTY ROAD 223, 29.0 FEET SOUTH OF
 RN0030'THE SOUTH RAIL OF DULUTH, MISSABE AND IRON RANGE RAILROAD (OPPOSITE
 RN0030'TAVERN), AND 37.1 FEET NORTH-NORTHWEST OF BELL TELEPHONE UNDERGROUND
 RN0030'CABLE MARKER.  IT IS SET IN THE TOP OF A CONCRETE POST THAT PROJECTS
 RN0030'12 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ABOUT 3 FEET ABOVE
 RN0030'THE LEVEL OF THE RAILROAD AND IS 1.1 FEET NORTH OF A STEEL WITNESS
 RN0030'POST.  SE 1/4, SEC 22, T 50N, R 16W.
 RN0030
 RN0030                          STATION RECOVERY (2001)
 RN0030
 RN0030'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 RN0030'AT MUNGER, 0.1 MILES SOUTH ON COUNTY ROAD 223 FROM JUNCTION OF TRUNK
 RN0030'HIGHWAY 2 AND COUNTY ROAD 223 (TH 2 MILEPOINT 251.75), 43.5 FEET WEST
 RN0030'OF COUNTY ROAD 223, 29.0 FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS,
 RN0030'37.1 FEET NORTH-NORTHWEST OF TELEPHONE CABLE MARKER, 1.1 FEET
 RN0030'NORTHEAST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM1944 ***********************************************************************
 DM1944  HT_MOD      -  This is a Height Modernization Survey Station.
 DM1944  DESIGNATION -  5 KED
 DM1944  PID         -  DM1944
 DM1944  STATE/COUNTY-  MN/POPE
 DM1944  COUNTRY     -  US
 DM1944  USGS QUAD   -  LAKE SIMON (1977)
 DM1944
 DM1944                         *CURRENT SURVEY CONTROL
 DM1944  ______________________________________________________________________
 DM1944* NAD 83(2007) POSITION- 45 25 12.23390(N) 095 15 21.38434(W)   ADJUSTED  
 DM1944* NAD 83(2007) ELLIP HT-   332.721 (meters)        (08/04/10)   ADJUSTED
 DM1944* NAD 83(2007) EPOCH   -  2002.00
 DM1944* NAVD 88 ORTHO HEIGHT -   359.15   (meters)    1178.3   (feet) GPS OBS   
 DM1944  ______________________________________________________________________
 DM1944  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM1944  GEOID HEIGHT    -        -26.36  (meters)                     GEOID03
 DM1944  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 DM1944  NAD 83(2007) X  -   -410,819.656 (meters)                     COMP
 DM1944  NAD 83(2007) Y  - -4,465,836.744 (meters)                     COMP
 DM1944  NAD 83(2007) Z  -  4,520,474.869 (meters)                     COMP
 DM1944  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC09
 DM1944  HORZ ORDER      -  FIRST
 DM1944  ELLP ORDER      -  THIRD     CLASS I
 DM1944
 DM1944.The horizontal coordinates were established by GPS observations
 DM1944.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM1944
 DM1944.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM1944.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM1944
 DM1944.The horizontal coordinates are valid at the epoch date displayed above
 DM1944.which is a decimal equivalence of Year/Month/Day.
 DM1944
 DM1944.The orthometric height was determined by GPS observations and a
 DM1944.high-resolution geoid model using precise GPS observation and
 DM1944.processing techniques.
 DM1944
 DM1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM1944
 DM1944.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM1944
 DM1944.The ellipsoidal height was determined by GPS observations
 DM1944.and is referenced to NAD 83.
 DM1944
 DM1944. The following values were computed from the NAD 83(2007) position.
 DM1944
 DM1944;                    North         East     Units Scale Factor Converg.
 DM1944;SPC MN C     -   147,189.656   721,264.803   MT  1.00004838   -0 43 39.7
 DM1944;SPC MN C     -   482,904.73  2,366,349.61   sFT  1.00004838   -0 43 39.7
 DM1944;UTM  15      - 5,032,091.573   323,502.002   MT  0.99998302   -1 36 26.1
 DM1944
 DM1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM1944!SPC MN C     -   0.99994784  x   1.00004838  =   0.99999622
 DM1944!UTM  15      -   0.99994784  x   0.99998302  =   0.99993086
 DM1944
 DM1944                          SUPERSEDED SURVEY CONTROL
 DM1944
 DM1944.No superseded survey control is available for this station.
 DM1944
 DM1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUL2350232091(NAD 83)
 DM1944
 DM1944_MARKER: DD = SURVEY DISK
 DM1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1944_STAMPING: 5 KED 1965
 DM1944_MARK LOGO: USGS  
 DM1944_PROJECTION: FLUSH
 DM1944_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1944+STABILITY: SURFACE MOTION
 DM1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1944+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2007
 DM1944
 DM1944  HISTORY     - Date     Condition        Report By
 DM1944  HISTORY     - 19650401 MONUMENTED       USGS
 DM1944  HISTORY     - 20070910 GOOD             MNDT
 DM1944
 DM1944                          STATION DESCRIPTION
 DM1944
 DM1944'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM1944'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM1944'THE MARK IS 8.6 MILES SOUTHWEST OF BROOTEN, 6.5 MILES WEST, SOUTH AND
 DM1944'WEST ALONG COUNTY ROAD 8 FROM JUNCTION OF COUNTY ROAD 8 AND TRUNK
 DM1944'HIGHWAY 55 IN BROOTEN TO TEE-ROAD JUNCTION OF TRUNK HIGHWAY 104, THEN
 DM1944'5.0 MILES SOUTH ALONG TRUNK HIGHWAY 104 TO JUNCTION OF 335TH STREET,
 DM1944'AT TRUNK HIGHWAY 104 MILEPOINT 18.90, 184 FEET WEST OF TRUNK HIGHWAY
 DM1944'104, 49 FEET NORTH OF 355TH STREET, 5.4 FEET SOUTHEAST OF POWER POLE,
 DM1944'0.8 FOOT SOUTH OF WITNESS POST AND RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 QO1168 ***********************************************************************
 QO1168  DESIGNATION -  5 KOS
 QO1168  PID         -  QO1168
 QO1168  STATE/COUNTY-  MN/HENNEPIN
 QO1168  COUNTRY     -  US
 QO1168  USGS QUAD   -  ROCKFORD (1993)
 QO1168
 QO1168                         *CURRENT SURVEY CONTROL
 QO1168  ______________________________________________________________________
 QO1168* NAD 83(2007) POSITION- 45 04 43.37460(N) 093 44 16.27707(W)   ADJUSTED  
 QO1168* NAD 83(2007) ELLIP HT-   258.772 (meters)        (10/05/09)   ADJUSTED
 QO1168* NAD 83(2007) EPOCH   -  2002.00
 QO1168* NAVD 88 ORTHO HEIGHT -   286.431  (meters)     939.73  (feet) ADJUSTED  
 QO1168  ______________________________________________________________________
 QO1168  NAD 83(2007) X  -   -294,117.392 (meters)                     COMP
 QO1168  NAD 83(2007) Y  - -4,501,986.519 (meters)                     COMP
 QO1168  NAD 83(2007) Z  -  4,493,713.029 (meters)                     COMP
 QO1168  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC09
 QO1168  GEOID HEIGHT    -        -27.65  (meters)                     GEOID09
 QO1168  DYNAMIC HEIGHT  -        286.407 (meters)      939.65  (feet) COMP
 QO1168  MODELED GRAVITY -    980,525.6   (mgal)                       NAVD 88
 QO1168
 QO1168  HORZ ORDER      -  FIRST
 QO1168  VERT ORDER      -  SECOND    CLASS I
 QO1168  ELLP ORDER      -  THIRD     CLASS II
 QO1168
 QO1168.The horizontal coordinates were established by GPS observations
 QO1168.and adjusted by the MN DEPT OF TRANSP in October 2009.
 QO1168
 QO1168.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 QO1168.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 QO1168
 QO1168.The horizontal coordinates are valid at the epoch date displayed above
 QO1168.which is a decimal equivalence of Year/Month/Day.
 QO1168
 QO1168.The orthometric height was determined by differential leveling and
 QO1168.adjusted in June 1991.
 QO1168
 QO1168.Photographs are available for this station.
 QO1168
 QO1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QO1168
 QO1168.The Laplace correction was computed from DEFLEC09 derived deflections.
 QO1168
 QO1168.The ellipsoidal height was determined by GPS observations
 QO1168.and is referenced to NAD 83.
 QO1168
 QO1168.The dynamic height is computed by dividing the NAVD 88
 QO1168.geopotential number by the normal gravity value computed on the
 QO1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QO1168.degrees latitude (g = 980.6199 gals.).
 QO1168
 QO1168.The modeled gravity was interpolated from observed gravity values.
 QO1168
 QO1168. The following values were computed from the NAD 83(2007) position.
 QO1168
 QO1168;                    North         East     Units Scale Factor Converg.
 QO1168;SPC MN S     -   331,007.392   820,640.406   MT  0.99997278   +0 11 01.5
 QO1168;SPC MN S     - 1,085,980.09  2,692,384.40   sFT  0.99997278   +0 11 01.5
 QO1168;UTM  15      - 4,991,959.505   441,925.443   MT  0.99964147   -0 31 20.9
 QO1168
 QO1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QO1168!SPC MN S     -   0.99995943  x   0.99997278  =   0.99993221
 QO1168!UTM  15      -   0.99995943  x   0.99964147  =   0.99960091
 QO1168
 QO1168                          SUPERSEDED SURVEY CONTROL
 QO1168
 QO1168  NAVD 88 (10/05/09)  286.43   (m)          939.7    (f) LEVELING    3  
 QO1168
 QO1168.Superseded values are not recommended for survey control.
 QO1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QO1168.See file dsdata.txt to determine how the superseded data were derived.
 QO1168
 QO1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK4192591959(NAD 83)
 QO1168
 QO1168_MARKER: DV = VERTICAL CONTROL DISK
 QO1168_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QO1168+WITH SETTING: INTO GROUND
 QO1168_SP_SET: METAL ROD WITH BASE PLATE
 QO1168_STAMPING: 5 KOS 1977
 QO1168_MARK LOGO: MNDT  
 QO1168_PROJECTION: RECESSED 3 CENTIMETERS
 QO1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QO1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QO1168+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2007
 QO1168_ROD/PIPE-DEPTH:  2.4 meters
 QO1168
 QO1168  HISTORY     - Date     Condition        Report By
 QO1168  HISTORY     - 1977     MONUMENTED       MNDT
 QO1168  HISTORY     - 1978     GOOD             MNDT
 QO1168  HISTORY     - 20070822 GOOD             MNDT
 QO1168
 QO1168                          STATION DESCRIPTION
 QO1168
 QO1168'DESCRIBED BY MN DEPT OF TRANSP 1978
 QO1168'0.6 MI SOUTH FROM ROCKFORD.
 QO1168'THE MARK IS 0.1 MILE EAST MEASURED ALONG TRUNK HIGHWAY 55 FROM THE
 QO1168'WEST END OF BRIDGE NUMBER 5863 OVER THE CROW RIVER IN ROCKFORD, THEN
 QO1168'SOUTH 0.6 MILE ALONG COUNTY ROAD NUMBER 50. IT IS 43 FT. SOUTH OF THE
 QO1168'CENTERLINE OF COUNTY ROAD NUMBER 50, 75 FT. WEST OF POWER POLE NUMBER
 QO1168'571, 48 FT. WEST OF THE CENTERLINE OF TAMARACK STREET, 23 FT.
 QO1168'NORTHWEST OF GUY POLE NUMBER 35, 22 FT. SOUTHEAST OF TELEPHONE POWER
 QO1168'POLE NUMBER 17006. IT IS 1.0 FT. NORTHEAST OF A STEEL WITNESS POST,
 QO1168'ABOUT LEVEL WITH COUNTY ROAD NUMBER 50.
 QO1168
 QO1168                          STATION RECOVERY (2007)
 QO1168
 QO1168'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (JJB)
 QO1168'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF BUFFALO, 3.6
 QO1168'MI (5.8 KM) NORTHEAST OF DELANO AND 0.7 MI (1.1 KM) SOUTH-SOUTHWEST OF
 QO1168'ROCKFORD.
 QO1168' 
 QO1168'TO REACH TO THE MARK FROM 0.5 MI (0.8 KM) SOUTH OF ROCKFORD, 0.6 MI
 QO1168'(1.0 KM) SOUTH OF THE JUNCTION OF TRUNK HIGHWAY 55 AND COUNTY ROAD 50,
 QO1168'43 FT (13.1 M) SOUTH OF COUNTY ROAD 50, 48 FT (14.6 M) WEST OF
 QO1168'TAMARACK STREET, 75 FT (22.9 M) WEST OF POWER POLE 571, 23 FT (7.0 M)
 QO1168'NORTHWEST OF GUY POLE 35, 22 FT (6.7 M) SOUTHEAST OF POWER POLE 17006,
 QO1168'2.0 FT (0.6 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL1962 ***********************************************************************
 DL1962  DESIGNATION -  5 LMT
 DL1962  PID         -  DL1962
 DL1962  STATE/COUNTY-  MN/AITKIN
 DL1962  COUNTRY     -  US
 DL1962  USGS QUAD   -  BAIN (1970)
 DL1962
 DL1962                         *CURRENT SURVEY CONTROL
 DL1962  ______________________________________________________________________
 DL1962* NAD 83(1986) POSITION- 46 45 15.     (N) 093 36 01.     (W)   SCALED    
 DL1962* NAVD 88 ORTHO HEIGHT -   379.739  (meters)    1245.86  (feet) ADJUSTED  
 DL1962  ______________________________________________________________________
 DL1962  GEOID HEIGHT    -        -28.32  (meters)                     GEOID09
 DL1962  DYNAMIC HEIGHT  -        379.763 (meters)     1245.94  (feet) COMP
 DL1962  MODELED GRAVITY -    980,666.5   (mgal)                       NAVD 88
 DL1962
 DL1962  VERT ORDER      -  SECOND    CLASS I
 DL1962
 DL1962.The horizontal coordinates were scaled from a topographic map and have
 DL1962.an estimated accuracy of +/- 6 seconds.
 DL1962.
 DL1962.The orthometric height was determined by differential leveling and
 DL1962.adjusted in May 2009.
 DL1962
 DL1962.The dynamic height is computed by dividing the NAVD 88
 DL1962.geopotential number by the normal gravity value computed on the
 DL1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1962.degrees latitude (g = 980.6199 gals.).
 DL1962
 DL1962.The modeled gravity was interpolated from observed gravity values.
 DL1962
 DL1962;                    North         East    Units  Estimated Accuracy
 DL1962;SPC MN C     -   295,180.      849,640.      MT  (+/- 180 meters Scaled)
 DL1962
 DL1962                          SUPERSEDED SURVEY CONTROL
 DL1962
 DL1962.No superseded survey control is available for this station.
 DL1962
 DL1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM541780(NAD 83)
 DL1962
 DL1962_MARKER: DD = SURVEY DISK
 DL1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1962_STAMPING: 5 LMT 1969
 DL1962_MARK LOGO: USGS  
 DL1962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DL1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1962+STABILITY: SURFACE MOTION
 DL1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1962+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1997
 DL1962
 DL1962  HISTORY     - Date     Condition        Report By
 DL1962  HISTORY     - 1969     MONUMENTED       USGS
 DL1962  HISTORY     - 19970709 GOOD             MNDT
 DL1962
 DL1962                          STATION DESCRIPTION
 DL1962
 DL1962'DESCRIBED BY MN DEPT OF TRANSP 1997 (WAS)
 DL1962'THE MARK IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTH OF HASSMAN, 1 MI
 DL1962'(1.6 KM) NORTH OF WAUKENABO, 10 MI (16.1 KM) NORTH ON TH 169 FROM JCT
 DL1962'OF TH 169 AND TH 210, AT TH 169 MP 270.7, 107 FT (32.6 M) EAST OF TH
 DL1962'169, 29 FT (8.8 M) SOUTH OF GRAVEL RD, 4 FT (1.2 M) EAST OF P-POLE,
 DL1962'1.2 FT (0.4 M) WEST OF WITNESS POST, 47.86 FT (14.59 M) ESE OF STATION
 DL1962'SITAS MNDT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH5980 ***********************************************************************
 DH5980  DESIGNATION -  5 LNB
 DH5980  PID         -  DH5980
 DH5980  STATE/COUNTY-  MN/OTTER TAIL
 DH5980  COUNTRY     -  US
 DH5980  USGS QUAD   -  PARKERS PRAIRIE (1969)
 DH5980
 DH5980                         *CURRENT SURVEY CONTROL
 DH5980  ______________________________________________________________________
 DH5980* NAD 83(1986) POSITION- 46 13 22.     (N) 095 21 22.     (W)   SCALED    
 DH5980* NAVD 88 ORTHO HEIGHT -   444.570  (meters)    1458.56  (feet) ADJUSTED  
 DH5980  ______________________________________________________________________
 DH5980  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 DH5980  DYNAMIC HEIGHT  -        444.567 (meters)     1458.55  (feet) COMP
 DH5980  MODELED GRAVITY -    980,594.7   (mgal)                       NAVD 88
 DH5980
 DH5980  VERT ORDER      -  THIRD
 DH5980
 DH5980.The horizontal coordinates were scaled from a topographic map and have
 DH5980.an estimated accuracy of +/- 6 seconds.
 DH5980.
 DH5980.The orthometric height was determined by differential leveling and
 DH5980.adjusted in May 2009.
 DH5980
 DH5980.No vertical observational check was made to the station.
 DH5980
 DH5980.The dynamic height is computed by dividing the NAVD 88
 DH5980.geopotential number by the normal gravity value computed on the
 DH5980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH5980.degrees latitude (g = 980.6199 gals.).
 DH5980
 DH5980.The modeled gravity was interpolated from observed gravity values.
 DH5980
 DH5980;                    North         East    Units  Estimated Accuracy
 DH5980;SPC MN C     -   236,500.      714,670.      MT  (+/- 180 meters Scaled)
 DH5980
 DH5980                          SUPERSEDED SURVEY CONTROL
 DH5980
 DH5980.No superseded survey control is available for this station.
 DH5980
 DH5980_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM182214(NAD 83)
 DH5980
 DH5980_MARKER: DB = BENCH MARK DISK
 DH5980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH5980_STAMPING: 5 LNB 1967
 DH5980_MARK LOGO: USGS  
 DH5980_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH5980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5980+STABILITY: SURFACE MOTION
 DH5980
 DH5980  HISTORY     - Date     Condition        Report By
 DH5980  HISTORY     - 1967     MONUMENTED       USGS
 DH5980
 DH5980                          STATION DESCRIPTION
 DH5980
 DH5980'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LLB)
 DH5980'ALMORA, 1.7 MI (2.7 KM) SE. OF, ALONG THE SOO LINE RR., PARKERS
 DH5980'PRAIRIE, 5.1 MI (8.2 KM) NW. OF, ALONG THE SOO LINE RR., IN NE 1/4 OF
 DH5980'SECTION 29, T. 132 NORTH, R. 37 WEST ABOUT 640 FT (195.1 M) NW. ALONG
 DH5980'RR. FROM CROSSING OF COUNTY DITCH NO. 4, 72 FT (21.9 M) SE. (ALONG
 DH5980'TRACKS) AND 46 FT (14.0 M) NE. AN 0.5 FT (0.2 M) HIGHER THAN RR. AT
 DH5980'FIELD ROAD CROSSING, 7 FT (2.1 M) EAST OF A TELEPHONE POLE, 1.1 FT
 DH5980'(0.3 M) WEST OF RIGHT-OF-WAY FENCE AND 1.4 FT (0.4 M) SOUTH OF A METAL
 DH5980'WITNESS POST, IN A CONCRETE POST, A STANDARD TABLET STAMPED 5 LNB 1967
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM2876 ***********************************************************************
 DM2876  HT_MOD      -  This is a Height Modernization Survey Station.
 DM2876  DESIGNATION -  5 RB
 DM2876  PID         -  DM2876
 DM2876  STATE/COUNTY-  MN/POPE
 DM2876  COUNTRY     -  US
 DM2876  USGS QUAD   -  STARBUCK NW (1968)
 DM2876
 DM2876                         *CURRENT SURVEY CONTROL
 DM2876  ______________________________________________________________________
 DM2876* NAD 83(2007) POSITION- 45 37 44.55094(N) 095 38 05.49771(W)   ADJUSTED  
 DM2876* NAD 83(2007) ELLIP HT-   354.604 (meters)        (08/27/10)   ADJUSTED
 DM2876* NAD 83(2007) EPOCH   -  2002.00
 DM2876* NAVD 88 ORTHO HEIGHT -   380.65   (meters)    1248.8   (feet) GPS OBS   
 DM2876  ______________________________________________________________________
 DM2876  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DM2876  GEOID HEIGHT    -        -26.01  (meters)                     GEOID03
 DM2876  GEOID HEIGHT    -        -26.03  (meters)                     GEOID09
 DM2876  NAD 83(2007) X  -   -438,718.998 (meters)                     COMP
 DM2876  NAD 83(2007) Y  - -4,446,543.627 (meters)                     COMP
 DM2876  NAD 83(2007) Z  -  4,536,763.657 (meters)                     COMP
 DM2876  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC09
 DM2876  HORZ ORDER      -  FIRST
 DM2876  ELLP ORDER      -  THIRD     CLASS I
 DM2876
 DM2876.The horizontal coordinates were established by GPS observations
 DM2876.and adjusted by the MN DEPT OF TRANSP in August 2010.
 DM2876
 DM2876.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM2876.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM2876
 DM2876.The horizontal coordinates are valid at the epoch date displayed above
 DM2876.which is a decimal equivalence of Year/Month/Day.
 DM2876
 DM2876.The orthometric height was determined by GPS observations and a
 DM2876.high-resolution geoid model using precise GPS observation and
 DM2876.processing techniques.
 DM2876
 DM2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM2876
 DM2876.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM2876
 DM2876.The ellipsoidal height was determined by GPS observations
 DM2876.and is referenced to NAD 83.
 DM2876
 DM2876. The following values were computed from the NAD 83(2007) position.
 DM2876
 DM2876;                    North         East     Units Scale Factor Converg.
 DM2876;SPC MN C     -   170,860.346   692,015.300   MT  0.99999734   -1 00 06.4
 DM2876;SPC MN C     -   560,564.32  2,270,386.86   sFT  0.99999734   -1 00 06.4
 DM2876;UTM  15      - 5,056,209.753   294,619.033   MT  1.00011862   -1 53 02.9
 DM2876
 DM2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM2876!SPC MN C     -   0.99994441  x   0.99999734  =   0.99994175
 DM2876!UTM  15      -   0.99994441  x   1.00011862  =   1.00006302
 DM2876
 DM2876                          SUPERSEDED SURVEY CONTROL
 DM2876
 DM2876.No superseded survey control is available for this station.
 DM2876
 DM2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTL9461956209(NAD 83)
 DM2876
 DM2876_MARKER: DB = BENCH MARK DISK
 DM2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2876_STAMPING: 5 RB 1966 1248
 DM2876_MARK LOGO: USGS  
 DM2876_PROJECTION: PROJECTING 5 CENTIMETERS
 DM2876_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DM2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2876+STABILITY: SURFACE MOTION
 DM2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2876+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DM2876
 DM2876  HISTORY     - Date     Condition        Report By
 DM2876  HISTORY     - 19660401 MONUMENTED       USGS
 DM2876  HISTORY     - 20071009 GOOD             MNDT
 DM2876
 DM2876                          STATION DESCRIPTION
 DM2876
 DM2876'DESCRIBED BY MN DEPT OF TRANSP 2007 (MPP)
 DM2876'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM2876'THE MARK IS 5.0 MILES EAST OF CYRUS, 5.0 MILES EAST ALONG TRUNK
 DM2876'HIGHWAY 28 FROM EAST JUNCTION OF TRUNK HIGHWAY 28 AND COUNTY ROAD 3 IN
 DM2876'CYRUS TO JUNCTION OF 340TH AVENUE, THEN 1.0 MILE NORTH ALONG 340TH
 DM2876'AVENUE TO JUNCTION OF 190TH STREET, 62 FEET NORTH OF 190TH STREET AND
 DM2876'35 FEET WEST OF 340TH AVENUE, 28.5 FEET NORTH OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 SL0099 ***********************************************************************
 SL0099  DESIGNATION -  5 SAN
 SL0099  PID         -  SL0099
 SL0099  STATE/COUNTY-  MN/POLK
 SL0099  COUNTRY     -  US
 SL0099  USGS QUAD   -  ERSKINE (1966)
 SL0099
 SL0099                         *CURRENT SURVEY CONTROL
 SL0099  ______________________________________________________________________
 SL0099* NAD 83(1986) POSITION- 47 42 10.2    (N) 096 00 35.3    (W)   HD_HELD2  
 SL0099* NAVD 88 ORTHO HEIGHT -   359.734  (meters)    1180.23  (feet) ADJUSTED  
 SL0099  ______________________________________________________________________
 SL0099  GEOID HEIGHT    -        -26.98  (meters)                     GEOID09
 SL0099  DYNAMIC HEIGHT  -        359.795 (meters)     1180.43  (feet) COMP
 SL0099  MODELED GRAVITY -    980,773.0   (mgal)                       NAVD 88
 SL0099
 SL0099  VERT ORDER      -  SECOND    CLASS I
 SL0099
 SL0099.The horizontal coordinates were established by autonomous hand held GPS
 SL0099.observations and have an estimated accuracy of +/- 10 meters.
 SL0099.
 SL0099.The orthometric height was determined by differential leveling and
 SL0099.adjusted in June 1991.
 SL0099
 SL0099.The dynamic height is computed by dividing the NAVD 88
 SL0099.geopotential number by the normal gravity value computed on the
 SL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SL0099.degrees latitude (g = 980.6199 gals.).
 SL0099
 SL0099.The modeled gravity was interpolated from observed gravity values.
 SL0099
 SL0099;                    North         East    Units  Estimated Accuracy
 SL0099;SPC MN N     -   237,832.      581,683.      MT  (+/- 10 meters HH2 GPS)
 SL0099
 SL0099                          SUPERSEDED SURVEY CONTROL
 SL0099
 SL0099  NGVD 29 (??/??/92)  359.382  (m)         1179.07   (f) ADJ UNCH    2 1
 SL0099
 SL0099.Superseded values are not recommended for survey control.
 SL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SL0099.See file dsdata.txt to determine how the superseded data were derived.
 SL0099
 SL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQT2432387603(NAD 83)
 SL0099
 SL0099_MARKER: DB = BENCH MARK DISK
 SL0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SL0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SL0099_STAMPING: 5 SAN 1965 1178
 SL0099_MARK LOGO: USGS  
 SL0099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SL0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SL0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SL0099+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2002
 SL0099
 SL0099  HISTORY     - Date     Condition        Report By
 SL0099  HISTORY     - 1965     MONUMENTED       USGS
 SL0099  HISTORY     - 1977     GOOD             MNDT
 SL0099  HISTORY     - 20020827 GOOD             MNDT
 SL0099
 SL0099                          STATION DESCRIPTION
 SL0099
 SL0099'DESCRIBED BY MN DEPT OF TRANSP 1977
 SL0099'2.35 MI N FROM ERSKINE.
 SL0099'THE MARK IS LOCATED 0.35 MILE WEST ALONG A GRAVEL TOWNSHIP ROAD FROM
 SL0099'TRUNK HIGHWAY 59 MILEPOST 326.60 WHICH IS 2.05 MILES NORTHWEST THEN
 SL0099'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 SL0099'COUNTY ROAD 35 AND, ALSO, 4.0 MILES SOUTH OF THE POLK-RED LAKE COUNTY
 SL0099'LINE.  IT IS 100 FEET NORTH OF THE CENTER OF A T ROAD TO THE EAST (THE
 SL0099'GRAVEL TOWNSHIP ROAD), 51 FEET WEST OF A NORTH-SOUTH TOWNSHIP ROAD,
 SL0099'101.0 FEET NORTHWEST OF A TELEPHONE POLE WITH GUY WIRE. IT IS SET IN
 SL0099'THE TOP OF A CONCRETE MONUMENT WHICH IS PROJECTING 4 INCHES, IS ABOUT
 SL0099'1 FOOT BELOW THE LEVEL OF THE NORTH-SOUTH TOWNSHIP ROAD, AND IS 0.8
 SL0099'FOOT EAST OF A STEEL WITNESS POST. THE MONUMENT IS MAGNETIC. NOTE--
 SL0099'THE MARK IS ON THE EDGE OF A CULTIVATED FIELD AND THE MARK AND WITNESS
 SL0099'POST MAYBE DISTURBED OR DESTROYED BY FARMING EQUIPMENT. SE 1/4 SECTION
 SL0099'22, T 149N, R 42W.
 SL0099
 SL0099                          STATION RECOVERY (2002)
 SL0099
 SL0099'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 SL0099'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 SL0099'PROJECTS 6 INCHES, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
 SL0099'TIE TO T-POLE WITH GUY WIRE IS GONE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7377 ***********************************************************************
 DF7377  DESIGNATION -  5 SEM
 DF7377  PID         -  DF7377
 DF7377  STATE/COUNTY-  MN/CARLTON
 DF7377  COUNTRY     -  US
 DF7377  USGS QUAD   -  RONALD (1980)
 DF7377
 DF7377                         *CURRENT SURVEY CONTROL
 DF7377  ______________________________________________________________________
 DF7377* NAD 83(2007) POSITION- 46 26 50.28607(N) 093 03 14.82413(W)   ADJUSTED  
 DF7377* NAD 83(2007) ELLIP HT-   370.187 (meters)        (02/10/07)   ADJUSTED
 DF7377* NAD 83(2007) EPOCH   -  2002.00
 DF7377* NAVD 88 ORTHO HEIGHT -   398.0    (meters)    1306.    (feet) GPS OBS   
 DF7377  ______________________________________________________________________
 DF7377  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF7377  GEOID HEIGHT    -        -27.83  (meters)                     GEOID99
 DF7377  GEOID HEIGHT    -        -27.84  (meters)                     GEOID09
 DF7377  NAD 83(2007) X  -   -234,570.883 (meters)                     COMP
 DF7377  NAD 83(2007) Y  - -4,396,421.738 (meters)                     COMP
 DF7377  NAD 83(2007) Z  -  4,599,914.371 (meters)                     COMP
 DF7377  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC09
 DF7377
 DF7377  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF7377  Type                                         Horiz  Ellip  Dist(km)
 DF7377  -------------------------------------------------------------------
 DF7377  NETWORK                                       0.68   0.73
 DF7377  -------------------------------------------------------------------
 DF7377  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.97   0.97     11.13
 DF7377  -------------------------------------------------------------------
 DF7377  NOTE: Click here for information on individual local accuracy
 DF7377  values and other accuracy information.
 DF7377
 DF7377
 DF7377.The horizontal coordinates were established by GPS observations
 DF7377.and adjusted by the National Geodetic Survey in February 2007.
 DF7377
 DF7377.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF7377.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF7377
 DF7377.The horizontal coordinates are valid at the epoch date displayed above
 DF7377.which is a decimal equivalence of Year/Month/Day.
 DF7377
 DF7377.The orthometric height was determined by GPS observations and a
 DF7377.high-resolution geoid model.
 DF7377
 DF7377.Photographs are available for this station.
 DF7377
 DF7377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF7377
 DF7377.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF7377
 DF7377.The ellipsoidal height was determined by GPS observations
 DF7377.and is referenced to NAD 83.
 DF7377
 DF7377. The following values were computed from the NAD 83(2007) position.
 DF7377
 DF7377;                    North         East     Units Scale Factor Converg.
 DF7377;SPC MN C     -   261,556.060   891,877.189   MT  0.99992394   +0 51 54.3
 DF7377;SPC MN C     -   858,121.84  2,926,100.41   sFT  0.99992394   +0 51 54.3
 DF7377;UTM  15      - 5,143,749.153   495,843.428   MT  0.99960021   -0 02 21.2
 DF7377
 DF7377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7377!SPC MN C     -   0.99994197  x   0.99992394  =   0.99986592
 DF7377!UTM  15      -   0.99994197  x   0.99960021  =   0.99954221
 DF7377
 DF7377                          SUPERSEDED SURVEY CONTROL
 DF7377
 DF7377  NAD 83(1996)-  46 26 50.28605(N)    093 03 14.82386(W) AD(       ) 1
 DF7377  ELLIP H (08/26/03)  370.213  (m)                       GP(       ) 3 1
 DF7377
 DF7377.Superseded values are not recommended for survey control.
 DF7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7377.See file dsdata.txt to determine how the superseded data were derived.
 DF7377
 DF7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVM9584343749(NAD 83)
 DF7377
 DF7377_MARKER: DD = SURVEY DISK
 DF7377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF7377_STAMPING: 5 SEM 1967 1305
 DF7377_MARK LOGO: USGS  
 DF7377_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF7377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF7377+STABILITY: SURFACE MOTION
 DF7377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF7377+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 DF7377
 DF7377  HISTORY     - Date     Condition        Report By
 DF7377  HISTORY     - 1967     MONUMENTED       USGS
 DF7377  HISTORY     - 19990401 GOOD             MNDT
 DF7377
 DF7377                          STATION DESCRIPTION
 DF7377
 DF7377'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS)
 DF7377'THE MARK WAS RECOVERED IN GOOD CONDITION AND FULLY  DESCRIBED.  THE
 DF7377'STATION IS 2.5 MI SOUTH AND 8.5 MI WEST OF KETTLE RIVER, 85 FT NORTH
 DF7377'AND 300 FT EAST OF CROSSROADS AT CO LINE AND TH 27, NEAR OLD POST
 DF7377'OFFICE, 88 FT  NORTH OF HWY, ON SMALL RIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PR0766 ***********************************************************************
 PR0766  DESIGNATION -  5 T
 PR0766  PID         -  PR0766
 PR0766  STATE/COUNTY-  MN/LYON
 PR0766  COUNTRY     -  US
 PR0766  USGS QUAD   -  DEAD COON LAKE (1963)
 PR0766
 PR0766                         *CURRENT SURVEY CONTROL
 PR0766  ______________________________________________________________________
 PR0766* NAD 83(1996) POSITION- 44 22 18.25898(N) 096 03 34.25428(W)   ADJUSTED  
 PR0766* NAVD 88 ORTHO HEIGHT -   504.07   (+/-2cm)    1653.8   (feet) VERTCON   
 PR0766  ______________________________________________________________________
 PR0766  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 PR0766  LAPLACE CORR    -         -4.60  (seconds)                    DEFLEC09
 PR0766  HORZ ORDER      -  THIRD
 PR0766  VERT ORDER      -  THIRD ? (See Below)
 PR0766
 PR0766.The horizontal coordinates were established by classical geodetic methods
 PR0766.and adjusted by the National Geodetic Survey in March 1999.
 PR0766.
 PR0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 PR0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PR0766
 PR0766.The vertical order pertains to the NGVD 29 superseded value.
 PR0766
 PR0766.The Laplace correction was computed from DEFLEC09 derived deflections.
 PR0766
 PR0766. The following values were computed from the NAD 83(1996) position.
 PR0766
 PR0766;                    North         East     Units Scale Factor Converg.
 PR0766;SPC MN S     -   254,483.191   635,878.737   MT  0.99992459   -1 26 36.9
 PR0766;SPC MN S     -   834,916.94  2,086,212.16   sFT  0.99992459   -1 26 36.9
 PR0766;UTM  14      - 4,917,368.276   734,276.225   MT  1.00027504   +2 03 26.1
 PR0766;UTM  15      - 4,917,715.847   256,240.125   MT  1.00033080   -2 08 26.2
 PR0766
 PR0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PR0766!SPC MN S     -   0.99992511  x   0.99992459  =   0.99984971
 PR0766!UTM  14      -   0.99992511  x   1.00027504  =   1.00020013
 PR0766!UTM  15      -   0.99992511  x   1.00033080  =   1.00025589
 PR0766
 PR0766                          SUPERSEDED SURVEY CONTROL
 PR0766
 PR0766  NAD 83(1996)-  44 22 18.25538(N)    096 03 34.25349(W) AD(       ) 3
 PR0766  NAD 83(1986)-  44 22 18.25458(N)    096 03 34.24210(W) AD(       ) 3
 PR0766  NAD 27      -  44 22 18.38557(N)    096 03 33.12141(W) AD(       ) 3
 PR0766  NGVD 29 (07/19/86)  503.82   (m)         1652.9    (f) LEVELING    3  
 PR0766
 PR0766.Superseded values are not recommended for survey control.
 PR0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PR0766.See file dsdata.txt to determine how the superseded data were derived.
 PR0766
 PR0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQQ3427617368(NAD 83)
 PR0766
 PR0766_MARKER: DB = BENCH MARK DISK
 PR0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PR0766_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PR0766_STAMPING: 5 T 1960 1653
 PR0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PR0766+STABILITY: SURFACE MOTION
 PR0766
 PR0766  HISTORY     - Date     Condition        Report By
 PR0766  HISTORY     - 1960     MONUMENTED       USGS
 PR0766  HISTORY     - 20050524 MARK NOT FOUND   DUCKS
 PR0766
 PR0766                          STATION DESCRIPTION
 PR0766
 PR0766'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PR0766'RUSSELL,3.5 MILE N AND 5 MILE W OF. 101 FT N,50 FT E AND 2.6 FT LOWER
 PR0766'THAN X-ROADS AT SW CORNER OF SECTION 32,T.111N,R.43W,15 FT N OF
 PR0766'POWERPOLE AND 1 FT E OF N-S FENCE. IN A CONCRETE POST A STANDARD
 PR0766'TABLET STAMPED---5 T 1960 1653 ET---.
 PR0766
 PR0766                          STATION RECOVERY (2005)
 PR0766
 PR0766'RECOVERY NOTE BY DUCKS UNLIMITED 2005 (GLJ)
 PR0766'SEARCHED WITH LOCATOR AND SHOVEL FOR 1/2 HOUR.  THIS AREA HAS BEEN
 PR0766'EXTENSIVELY FARMED AND CULTIVATED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF7366 ***********************************************************************
 DF7366  DESIGNATION -  5 TPA
 DF7366  PID         -  DF7366
 DF7366  STATE/COUNTY-  MN/BELTRAMI
 DF7366  COUNTRY     -  US
 DF7366  USGS QUAD   -  REDBY NE (1972)
 DF7366
 DF7366                         *CURRENT SURVEY CONTROL
 DF7366  ______________________________________________________________________
 DF7366* NAD 83(1986) POSITION- 47 52 47.8    (N) 094 51 50.1    (W)   HD_HELD2  
 DF7366* NAVD 88 ORTHO HEIGHT -   364.890  (meters)    1197.14  (feet) ADJUSTED  
 DF7366  ______________________________________________________________________
 DF7366  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 DF7366  DYNAMIC HEIGHT  -        364.947 (meters)     1197.33  (feet) COMP
 DF7366  MODELED GRAVITY -    980,760.3   (mgal)                       NAVD 88
 DF7366
 DF7366  VERT ORDER      -  SECOND    CLASS I
 DF7366
 DF7366.The horizontal coordinates were established by autonomous hand held GPS
 DF7366.observations and have an estimated accuracy of +/- 10 meters.
 DF7366.
 DF7366.The orthometric height was determined by differential leveling and
 DF7366.adjusted in October 2007.
 DF7366
 DF7366.The dynamic height is computed by dividing the NAVD 88
 DF7366.geopotential number by the normal gravity value computed on the
 DF7366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF7366.degrees latitude (g = 980.6199 gals.).
 DF7366
 DF7366.The modeled gravity was interpolated from observed gravity values.
 DF7366
 DF7366;                    North         East    Units  Estimated Accuracy
 DF7366;SPC MN N     -   254,918.      668,086.      MT  (+/- 10 meters HH2 GPS)
 DF7366
 DF7366                          SUPERSEDED SURVEY CONTROL
 DF7366
 DF7366  NAVD 88 (04/16/04)  364.923  (m)         1197.25   (f) SUPERSEDED  2 1
 DF7366
 DF7366.Superseded values are not recommended for survey control.
 DF7366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF7366.See file dsdata.txt to determine how the superseded data were derived.
 DF7366
 DF7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUP6064004638(NAD 83)
 DF7366
 DF7366_MARKER: DB = BENCH MARK DISK
 DF7366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DF7366_STAMPING: 5 TPA 1972
 DF7366_MARK LOGO: USGS  
 DF7366_MAGNETIC: I = MARKER IS A STEEL ROD
 DF7366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF7366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF7366+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 DF7366
 DF7366  HISTORY     - Date     Condition        Report By
 DF7366  HISTORY     - 1972     MONUMENTED       USGS
 DF7366  HISTORY     - 20010710 GOOD             MNDT
 DF7366
 DF7366                          STATION DESCRIPTION
 DF7366
 DF7366'DESCRIBED BY MN DEPT OF TRANSP 2001 (WAS)
 DF7366'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 2.2 MI (3.5 KM)
 DF7366'EAST OF REDBY, 1.0 MI (1.6 KM) EAST ALONG TH 1 FROM SOUTH JCT OF TH 1
 DF7366'AND TH 89 (1 MI WEST OF RED LAKE), 0.2 MI (0.3 KM) NORTH AND 0.3 MI
 DF7366'(0.5 KM) EAST OF SE COR OF SEC 21, AT TH 1 MP 125.8, 56 FT (17.1 M) SE
 DF7366'OF RD, 27 FT (8.2 M) NE OF TH 1, 5.0 FT (1.5 M) SW OF 18 INCH NORWAY
 DF7366'PINE TREE, FLUSH, MAGNETIC, AND NOT SUITABLE FOR GPS DUE TO TREES.
 DF7366'NOTE--ROD DEPTH UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5939 ***********************************************************************
 DF5939  DESIGNATION -  50
 DF5939  PID         -  DF5939
 DF5939  STATE/COUNTY-  MN/PINE
 DF5939  COUNTRY     -  US
 DF5939  USGS QUAD   -  SANDSTONE NORTH (1981)
 DF5939
 DF5939                         *CURRENT SURVEY CONTROL
 DF5939  ______________________________________________________________________
 DF5939* NAD 83(2007) POSITION- 46 11 11.83475(N) 092 48 09.63929(W)   ADJUSTED  
 DF5939* NAD 83(2007) ELLIP HT-   327.395 (meters)        (02/10/07)   ADJUSTED
 DF5939* NAD 83(2007) EPOCH   -  2002.00
 DF5939* NAVD 88 ORTHO HEIGHT -   354.805  (meters)    1164.06  (feet) ADJUSTED  
 DF5939  ______________________________________________________________________
 DF5939  NAD 83(2007) X  -   -216,298.405 (meters)                     COMP
 DF5939  NAD 83(2007) Y  - -4,418,310.434 (meters)                     COMP
 DF5939  NAD 83(2007) Z  -  4,579,869.097 (meters)                     COMP
 DF5939  LAPLACE CORR    -          4.61  (seconds)                    DEFLEC09
 DF5939  GEOID HEIGHT    -        -27.41  (meters)                     GEOID09
 DF5939  DYNAMIC HEIGHT  -        354.816 (meters)     1164.09  (feet) COMP
 DF5939  MODELED GRAVITY -    980,635.9   (mgal)                       NAVD 88
 DF5939
 DF5939  VERT ORDER      -  SECOND    CLASS I
 DF5939
 DF5939  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5939  Type                                         Horiz  Ellip  Dist(km)
 DF5939  -------------------------------------------------------------------
 DF5939  NETWORK                                       0.91   0.65
 DF5939  -------------------------------------------------------------------
 DF5939  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.95   0.61      8.32
 DF5939  -------------------------------------------------------------------
 DF5939  NOTE: Click here for information on individual local accuracy
 DF5939  values and other accuracy information.
 DF5939
 DF5939
 DF5939.The horizontal coordinates were established by GPS observations
 DF5939.and adjusted by the National Geodetic Survey in February 2007.
 DF5939
 DF5939.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5939.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5939
 DF5939.The horizontal coordinates are valid at the epoch date displayed above
 DF5939.which is a decimal equivalence of Year/Month/Day.
 DF5939
 DF5939.The orthometric height was determined by differential leveling and
 DF5939.adjusted in January 2012.
 DF5939
 DF5939.Photographs are available for this station.
 DF5939
 DF5939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5939
 DF5939.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5939
 DF5939.The ellipsoidal height was determined by GPS observations
 DF5939.and is referenced to NAD 83.
 DF5939
 DF5939.The dynamic height is computed by dividing the NAVD 88
 DF5939.geopotential number by the normal gravity value computed on the
 DF5939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5939.degrees latitude (g = 980.6199 gals.).
 DF5939
 DF5939.The modeled gravity was interpolated from observed gravity values.
 DF5939
 DF5939. The following values were computed from the NAD 83(2007) position.
 DF5939
 DF5939;                    North         East     Units Scale Factor Converg.
 DF5939;SPC MN C     -   232,908.818   911,722.291   MT  0.99992536   +1 02 49.1
 DF5939;SPC MN C     -   764,135.01  2,991,208.88   sFT  0.99992536   +1 02 49.1
 DF5939;UTM  15      - 5,114,801.600   515,227.681   MT  0.99960285   +0 08 32.6
 DF5939
 DF5939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5939!SPC MN C     -   0.99994868  x   0.99992536  =   0.99987404
 DF5939!UTM  15      -   0.99994868  x   0.99960285  =   0.99955155
 DF5939
 DF5939|---------------------------------------------------------------------|
 DF5939| PID    Reference Object                     Distance      Geod. Az  |
 DF5939|                                                           dddmmss.s |
 DF5939| DL4721 AIGG                                379.639 METERS 08631     |
 DF5939|---------------------------------------------------------------------|
 DF5939
 DF5939                          SUPERSEDED SURVEY CONTROL
 DF5939
 DF5939  NAD 83(1996)-  46 11 11.83463(N)    092 48 09.63903(W) AD(       ) 1
 DF5939  ELLIP H (05/27/03)  327.439  (m)                       GP(       ) 3 1
 DF5939  NAVD 88 (02/02/10)  354.81   (m)         1164.1    (f) LEVELING    3  
 DF5939  NAVD 88 (09/09/09)  354.8    (m)  GEOID03 model used   GPS OBS        
 DF5939  NAVD 88 (05/27/03)  354.8    (m)  GEOID99 model used   GPS OBS        
 DF5939
 DF5939.Superseded values are not recommended for survey control.
 DF5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5939.See file dsdata.txt to determine how the superseded data were derived.
 DF5939
 DF5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM1522714801(NAD 83)
 DF5939
 DF5939_MARKER: DD = SURVEY DISK
 DF5939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5939_STAMPING: NO 50
 DF5939_MARK LOGO: MN-115
 DF5939_PROJECTION: FLUSH
 DF5939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5939+STABILITY: SURFACE MOTION
 DF5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5939+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2009
 DF5939
 DF5939  HISTORY     - Date     Condition        Report By
 DF5939  HISTORY     - 19991101 MONUMENTED       MN-115
 DF5939  HISTORY     - 20070709 GOOD             MNDT
 DF5939  HISTORY     - 20081119 GOOD             MNDT
 DF5939  HISTORY     - 20090616 GOOD             MNDT
 DF5939
 DF5939                          STATION DESCRIPTION
 DF5939
 DF5939'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5939'0.5 MI (0.8 KM) WEST OF ASKOV ON TH 23, 0.05 MI (0.08 KM) EAST OF TH
 DF5939'123, AT TH 23 MP 293.05, 48 FT (14.6 M) SOUTH OF TH 23, 22 FT (6.7 M)
 DF5939'EAST OF DRIVEWAY, 2 FT (0.6 M) NORTH OF WIT POST.
 DF5939
 DF5939                          STATION RECOVERY (2007)
 DF5939
 DF5939'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DF5939'RECOVERED AS DESCRIBED.
 DF5939
 DF5939                          STATION RECOVERY (2008)
 DF5939
 DF5939'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 DF5939'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5939'THE MARK IS 0.95 MILE WEST OF ASKOV, 0.95 MILE WEST ALONG TRUNK
 DF5939'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 33, THEN
 DF5939'0.05 MILE EAST OF JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 123,
 DF5939'AT TRUNK HIGHWAY 23 MILEPOINT 293.05, 48.0 FEET SOUTH OF TRUNK HIGHWAY
 DF5939'23, 22.0 FEET EAST OF DRIVEWAY, 49.1 FEET NORTHEAST OF WITNESS POST.
 DF5939
 DF5939                          STATION RECOVERY (2009)
 DF5939
 DF5939'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 DF5939'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DF5939'THE MARK IS 0.95 MILE WEST OF ASKOV, 0.95 MILE WEST ALONG TRUNK
 DF5939'HIGHWAY 23 FROM JUNCTION OF TRUNK HIGHWAY 23 AND COUNTY ROAD 33, THEN
 DF5939'0.05 MILE EAST OF JUNCTION OF TRUNK HIGHWAY 23 AND TRUNK HIGHWAY 123,
 DF5939'AT TRUNK HIGHWAY 23 MILEPOINT 293.05, 48.0 FEET SOUTH OF TRUNK HIGHWAY
 DF5939'23, 22.0 FEET EAST OF DRIVEWAY, 49.1 FEET NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0863 ***********************************************************************
 PQ0863  DESIGNATION -  50 KED
 PQ0863  PID         -  PQ0863
 PQ0863  STATE/COUNTY-  MN/MEEKER
 PQ0863  COUNTRY     -  US
 PQ0863  USGS QUAD   -  COSMOS (1967)
 PQ0863
 PQ0863                         *CURRENT SURVEY CONTROL
 PQ0863  ______________________________________________________________________
 PQ0863* NAD 83(2007) POSITION- 44 56 06.99726(N) 094 39 25.72865(W)   ADJUSTED  
 PQ0863* NAD 83(2007) ELLIP HT-   312.420 (meters)        (08/23/10)   ADJUSTED
 PQ0863* NAD 83(2007) EPOCH   -  2002.00
 PQ0863* NAVD 88 ORTHO HEIGHT -   339.376  (meters)    1113.44  (feet) ADJUSTED  
 PQ0863  ______________________________________________________________________
 PQ0863  NAD 83(2007) X  -   -367,227.757 (meters)                     COMP
 PQ0863  NAD 83(2007) Y  - -4,507,962.378 (meters)                     COMP
 PQ0863  NAD 83(2007) Z  -  4,482,480.167 (meters)                     COMP
 PQ0863  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC09
 PQ0863  GEOID HEIGHT    -        -26.96  (meters)                     GEOID09
 PQ0863  DYNAMIC HEIGHT  -        339.349 (meters)     1113.35  (feet) COMP
 PQ0863  MODELED GRAVITY -    980,526.8   (mgal)                       NAVD 88
 PQ0863
 PQ0863  HORZ ORDER      -  FIRST
 PQ0863  VERT ORDER      -  SECOND    CLASS I
 PQ0863  ELLP ORDER      -  THIRD     CLASS I
 PQ0863
 PQ0863.The horizontal coordinates were established by GPS observations
 PQ0863.and adjusted by the MN DEPT OF TRANSP in August 2010.
 PQ0863
 PQ0863.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ0863.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ0863
 PQ0863.The horizontal coordinates are valid at the epoch date displayed above
 PQ0863.which is a decimal equivalence of Year/Month/Day.
 PQ0863
 PQ0863.The orthometric height was determined by differential leveling and
 PQ0863.adjusted in November 2011.
 PQ0863
 PQ0863.Photographs are available for this station.
 PQ0863
 PQ0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ0863
 PQ0863.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0863
 PQ0863.The ellipsoidal height was determined by GPS observations
 PQ0863.and is referenced to NAD 83.
 PQ0863
 PQ0863.The dynamic height is computed by dividing the NAVD 88
 PQ0863.geopotential number by the normal gravity value computed on the
 PQ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0863.degrees latitude (g = 980.6199 gals.).
 PQ0863
 PQ0863.The modeled gravity was interpolated from observed gravity values.
 PQ0863
 PQ0863. The following values were computed from the NAD 83(2007) position.
 PQ0863
 PQ0863;                    North         East     Units Scale Factor Converg.
 PQ0863;SPC MN S     -   315,242.853   748,130.868   MT  0.99995067   -0 27 38.2
 PQ0863;SPC MN S     - 1,034,259.26  2,454,492.69   sFT  0.99995067   -0 27 38.2
 PQ0863;UTM  15      - 4,977,096.282   369,244.451   MT  0.99981023   -1 10 14.2
 PQ0863
 PQ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0863!SPC MN S     -   0.99995102  x   0.99995067  =   0.99990169
 PQ0863!UTM  15      -   0.99995102  x   0.99981023  =   0.99976126
 PQ0863
 PQ0863                          SUPERSEDED SURVEY CONTROL
 PQ0863
 PQ0863  NAD 83(1996)-  44 56 06.99672(N)    094 39 25.72817(W) AD(       ) 1
 PQ0863  ELLIP H (06/12/06)  312.453  (m)                       GP(       ) 4 1
 PQ0863  NAD 83(1996)-  44 56 06.99650(N)    094 39 25.72804(W) AD(       ) 3
 PQ0863  NAD 83(1986)-  44 56 06.99137(N)    094 39 25.72189(W) AD(       ) 3
 PQ0863  NAD 27      -  44 56 07.13033(N)    094 39 24.74645(W) AD(       ) 3
 PQ0863  NAVD 88 (06/12/06)  339.38   (m)         1113.4    (f) LEVELING    3  
 PQ0863  NAVD 88 (06/15/95)  339.397  (m)         1113.51   (f) SUPERSEDED  2 1
 PQ0863  NGVD 29 (07/19/86)  339.25   (m)         1113.0    (f) LEVELING    3  
 PQ0863
 PQ0863.Superseded values are not recommended for survey control.
 PQ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0863.See file dsdata.txt to determine how the superseded data were derived.
 PQ0863
 PQ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK6924477096(NAD 83)
 PQ0863
 PQ0863_MARKER: DB = BENCH MARK DISK
 PQ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0863_SP_SET: CONCRETE POST
 PQ0863_STAMPING: 50 KED 1965
 PQ0863_MARK LOGO: USGS  
 PQ0863_PROJECTION: FLUSH
 PQ0863_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 PQ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ0863+STABILITY: SURFACE MOTION
 PQ0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ0863+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2010
 PQ0863
 PQ0863  HISTORY     - Date     Condition        Report By
 PQ0863  HISTORY     - 1965     MONUMENTED       USGS
 PQ0863  HISTORY     - 1976     GOOD             USGS
 PQ0863  HISTORY     - 19780724 GOOD             MNDT
 PQ0863  HISTORY     - 20060109 GOOD             MNDT
 PQ0863  HISTORY     - 20100613 GOOD             GEOCAC
 PQ0863
 PQ0863                          STATION DESCRIPTION
 PQ0863
 PQ0863'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (DKH)
 PQ0863'THE STATION MARK IS A STANDARD USGS BENCH MARK TABLET STAMPED 50 KED
 PQ0863'1965.  THE MARK IS 2 MILES EAST ALONG TRUNK HIGHWAY 7 FROM THE CITY
 PQ0863'OF COSMOS, IN THE NORTHEAST CORNER OF SECTION 23, T 117N, R 32W.  THE
 PQ0863'MARK IS 73 FEET SOUTH OF TRUNK HIGHWAY 7, 376 FEET WEST OF AND
 PQ0863'2.7 FEET LOWER THAN A NORTH-SOUTH ROAD.  IT IS 3 FEET NORTH OF
 PQ0863'AND 2 FEET EAST OF A FENCE CORNER IN A SOUTH RIGHT-OF-WAY FENCE, IN
 PQ0863'A CONCRETE POST, PROJECTING 2 INCHES.  IT IS USED AS THE AZIMUTH MARK
 PQ0863'FOR PURVIS MNHD.
 PQ0863
 PQ0863                          STATION RECOVERY (1978)
 PQ0863
 PQ0863'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 PQ0863'THE MARK IS LOCATED 1.9 MILES (3.1 KM) EAST ALONG TRUNK HIGHWAY 7
 PQ0863'FROM ITS JUNCTION WITH TRUNK HIGHWAY 4 AT COSMOS, IN THE NE 1/4 OF
 PQ0863'SECTION 23, T117N, R32W, NEAR TRUNK HIGHWAY MILEPOINT 126.35.  THE
 PQ0863'MARK IS 376 FEET (114.6 M) WEST OF THE CROSSROADS, 73.4 FEET (22.4 M)
 PQ0863'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 7, 2.6 FEET (0.8 M) NORTH OF
 PQ0863'A FENCE, AND 1.2 FEET (0.4 M) EAST OF A STEEL WITNESS POST.  THE
 PQ0863'MARK, A STANDARD USGS BENCH MARK DISK STAMPED---50 KED 1965---, IS
 PQ0863'SET IN THE TOP OF A MAGNETIC CONCRETE POST THAT IS ABOUT 5 FEET (1.5
 PQ0863'M) BELOW THE LEVEL OF TRUNK HIGHWAY 7 AND PROJECTS 3 INCHES ABOVE THE
 PQ0863'SURFACE OF THE GROUND.
 PQ0863
 PQ0863                          STATION RECOVERY (2006)
 PQ0863
 PQ0863'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ0863'1.9 MILES EAST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND
 PQ0863'TRUNK HIGHWAY 4 AT COSMOS, AT TRUNK HIGHWAY 7 MILEPOINT 126.35, 376
 PQ0863'FEET WEST OF COUNTYROAD 10, 73.4 FEET SOUTH OF TRUNK HIGHWAY 7, 2.6
 PQ0863'FEET NORTH OF FENCE, 1.2 FEET SOUTH OF WITNESS POST
 PQ0863
 PQ0863                          STATION RECOVERY (2010)
 PQ0863
 PQ0863'RECOVERY NOTE BY GEOCACHING 2010
 PQ0863'1.9 MILES EAST ON TRUNK HIGHWAY 7 FROM JUNCTION OF TRUNK HIGHWAY 7 AND
 PQ0863'TRUNK HIGHWAY 4 AT COSMOS, AT TRUNK HIGHWAY 7 MILEPOINT 126.35, 114.6
 PQ0863'M (376 FT) WEST OF COUNTY ROAD 10, 22.4 M (73.4 FT) SOUTH OF TRUNK
 PQ0863'HIGHWAY 7, 0.4 M (1.2 FT) SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0438 ***********************************************************************
 OP0438  DESIGNATION -  50 MC
 OP0438  PID         -  OP0438
 OP0438  STATE/COUNTY-  MN/JACKSON
 OP0438  COUNTRY     -  US
 OP0438  USGS QUAD   -  OKABENA (1976)
 OP0438
 OP0438                         *CURRENT SURVEY CONTROL
 OP0438  ______________________________________________________________________
 OP0438* NAD 83(1986) POSITION- 43 37 51.     (N) 095 17 40.     (W)   SCALED    
 OP0438* NAVD 88 ORTHO HEIGHT -   442.549  (meters)    1451.93  (feet) ADJUSTED  
 OP0438  ______________________________________________________________________
 OP0438  GEOID HEIGHT    -        -27.31  (meters)                     GEOID09
 OP0438  DYNAMIC HEIGHT  -        442.439 (meters)     1451.57  (feet) COMP
 OP0438  MODELED GRAVITY -    980,356.4   (mgal)                       NAVD 88
 OP0438
 OP0438  VERT ORDER      -  SECOND    CLASS I
 OP0438
 OP0438.The horizontal coordinates were scaled from a topographic map and have
 OP0438.an estimated accuracy of +/- 6 seconds.
 OP0438.
 OP0438.The orthometric height was determined by differential leveling and
 OP0438.adjusted in June 1991.
 OP0438
 OP0438.The dynamic height is computed by dividing the NAVD 88
 OP0438.geopotential number by the normal gravity value computed on the
 OP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0438.degrees latitude (g = 980.6199 gals.).
 OP0438
 OP0438.The modeled gravity was interpolated from observed gravity values.
 OP0438
 OP0438;                    North         East    Units  Estimated Accuracy
 OP0438;SPC MN S     -   170,920.      695,540.      MT  (+/- 180 meters Scaled)
 OP0438
 OP0438                          SUPERSEDED SURVEY CONTROL
 OP0438
 OP0438.No superseded survey control is available for this station.
 OP0438
 OP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ149334(NAD 83)
 OP0438
 OP0438_MARKER: DD = SURVEY DISK
 OP0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0438_STAMPING: 1451 50 MC 1948
 OP0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0438+STABILITY: SURFACE MOTION
 OP0438
 OP0438  HISTORY     - Date     Condition        Report By
 OP0438  HISTORY     - 1948     MONUMENTED       USGS
 OP0438  HISTORY     - 1975     GOOD             MNDT
 OP0438  HISTORY     - 1980     GOOD             MNDT
 OP0438
 OP0438                          STATION DESCRIPTION
 OP0438
 OP0438'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0438'6.8 MI SW FROM LAKEFIELD.
 OP0438'THE MARK LOCATED 2.0 MILES SOUTH ALONG TRUNK HIGHWAY 86 FROM THE
 OP0438'JUNCTION OF TRUNK HIGHWAY 86 AND COUNTY ROAD 14 IN LAKEFIELD.  THENCE
 OP0438'WEST ALONG COUNTY ROAD 12 FOR 7.0 MILES.  THENCE SOUTH ALONG COUNTY
 OP0438'ROAD 9 FOR 1.0 MILE.  THENCE EAST ALONG A TOWNSHIP ROAD FOR 1.0 MILE.
 OP0438'IT IS 0.45 MILE SOUTH OF FAI 90.  IT IS 37.0 FEET SOUTH OF AND ABOUT
 OP0438'LEVEL WITH THE CENTER OF THE TOWNSHIP ROAD, 35.0 FEET WEST OF A
 OP0438'NORTH-SOUTH TOWNSHIP ROAD, 70.5 FEET WEST OF POWER POLE NUMBER B-8,
 OP0438'2.2 FEET SOUTHWEST OF A FENCE CORNER AND 3.7 FEET SOUTHWEST OF AN
 OP0438'UNDERGROUND CABLE (TELEPHONE) MARKER.  THE MARK IS SET IN THE TOP OF A
 OP0438'CONCRETE MONUMENT (MAGNETIC) THAT PROJECTS 1 INCH ABOVE THE SURFACE OF
 OP0438'THE GROUND, AND IS 1.0 FOOT NORTH OF A STEEL WITNESS POST.  1/4, SEC
 OP0438'20, T 103N, R 37W.
 OP0438
 OP0438                          STATION RECOVERY (1980)
 OP0438
 OP0438'RECOVERY NOTE BY MN DEPT OF TRANSP 1980
 OP0438'THE MARK IS LOCATED 1 1/2 MILES SOUTH OF LAKE FIELD ALONG TRUNK
 OP0438'HIGHWAY 86,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DI0744 ***********************************************************************
 DI0744  DESIGNATION -  50 SEM
 DI0744  PID         -  DI0744
 DI0744  STATE/COUNTY-  MN/ROCK
 DI0744  COUNTRY     -  US
 DI0744  USGS QUAD   -  HILLS (1978)
 DI0744
 DI0744                         *CURRENT SURVEY CONTROL
 DI0744  ______________________________________________________________________
 DI0744* NAD 83(2007) POSITION- 43 30 01.44285(N) 096 18 54.91718(W)   ADJUSTED  
 DI0744* NAD 83(2007) ELLIP HT-   413.966 (meters)        (12/22/10)   ADJUSTED
 DI0744* NAD 83(2007) EPOCH   -  2002.00
 DI0744* NAVD 88 ORTHO HEIGHT -   440.5    (meters)    1445.    (feet) GPS OBS   
 DI0744  ______________________________________________________________________
 DI0744  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI0744  GEOID HEIGHT    -        -26.52  (meters)                     GEOID03
 DI0744  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DI0744  NAD 83(2007) X  -   -509,752.928 (meters)                     COMP
 DI0744  NAD 83(2007) Y  - -4,606,040.492 (meters)                     COMP
 DI0744  NAD 83(2007) Z  -  4,368,279.022 (meters)                     COMP
 DI0744  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC09
 DI0744  HORZ ORDER      -  FIRST
 DI0744  ELLP ORDER      -  FOURTH    CLASS I
 DI0744
 DI0744.The horizontal coordinates were established by GPS observations
 DI0744.and adjusted by the National Geodetic Survey in December 2010.
 DI0744
 DI0744.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DI0744.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DI0744
 DI0744.The horizontal coordinates are valid at the epoch date displayed above
 DI0744.which is a decimal equivalence of Year/Month/Day.
 DI0744
 DI0744.The orthometric height was determined by GPS observations and a
 DI0744.high-resolution geoid model.
 DI0744
 DI0744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI0744
 DI0744.The Laplace correction was computed from DEFLEC09 derived deflections.
 DI0744
 DI0744.The ellipsoidal height was determined by GPS observations
 DI0744.and is referenced to NAD 83.
 DI0744
 DI0744. The following values were computed from the NAD 83(2007) position.
 DI0744
 DI0744;                    North         East     Units Scale Factor Converg.
 DI0744;SPC MN S     -   158,254.096   612,762.436   MT  1.00007329   -1 37 22.2
 DI0744;SPC MN S     -   519,205.31  2,010,371.43   sFT  1.00007329   -1 37 22.2
 DI0744;UTM  14      - 4,819,887.668   717,049.266   MT  1.00017952   +1 50 55.6
 DI0744
 DI0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0744!SPC MN S     -   0.99993509  x   1.00007329  =   1.00000837
 DI0744!UTM  14      -   0.99993509  x   1.00017952  =   1.00011460
 DI0744
 DI0744                          SUPERSEDED SURVEY CONTROL
 DI0744
 DI0744  NAD 83(1996)-  43 30 01.44239(N)    096 18 54.91630(W) AD(       ) 1
 DI0744  ELLIP H (06/28/06)  414.007  (m)                       GP(       ) 4 1
 DI0744
 DI0744.Superseded values are not recommended for survey control.
 DI0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI0744.See file dsdata.txt to determine how the superseded data were derived.
 DI0744
 DI0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP1704919887(NAD 83)
 DI0744
 DI0744_MARKER: DD = SURVEY DISK
 DI0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0744_STAMPING: 50 SEM 1966
 DI0744_MARK LOGO: USGS  
 DI0744_PROJECTION: FLUSH
 DI0744_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DI0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0744+STABILITY: SURFACE MOTION
 DI0744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0744+SATELLITE: SATELLITE OBSERVATIONS - 1966
 DI0744
 DI0744  HISTORY     - Date     Condition        Report By
 DI0744  HISTORY     - 1966     MONUMENTED       USGS
 DI0744
 DI0744                          STATION DESCRIPTION
 DI0744
 DI0744'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DI0744'2.5 MILES WEST AND 1.0 MILES SOUTH OF STEEN, 37 FEET NORTH OF STATE
 DI0744'LINE ROAD (11TH STREET), 770 FEET WEST OF COUNTY ROAD 53, 2 FEET
 DI0744'NORTH, 0.6 FEET SOUTH OF FENCE POST, 3 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM8136 ***********************************************************************
 DM8136  HT_MOD      -  This is a Height Modernization Survey Station.
 DM8136  DESIGNATION -  50 SEM
 DM8136  PID         -  DM8136
 DM8136  STATE/COUNTY-  MN/ITASCA
 DM8136  COUNTRY     -  US
 DM8136  USGS QUAD   -  BIG THUNDER PEAK (1970)
 DM8136
 DM8136                         *CURRENT SURVEY CONTROL
 DM8136  ______________________________________________________________________
 DM8136* NAD 83(2007) POSITION- 47 02 36.96044(N) 093 37 57.06846(W)   ADJUSTED  
 DM8136* NAD 83(2007) ELLIP HT-   395.500 (meters)        (06/13/11)   ADJUSTED
 DM8136* NAD 83(2007) EPOCH   -  2002.00
 DM8136* NAVD 88 ORTHO HEIGHT -   424.46   (meters)    1392.6   (feet) GPS OBS   
 DM8136  ______________________________________________________________________
 DM8136  GEOID HEIGHT    -        -28.97  (meters)                     GEOID09
 DM8136  NAD 83(2007) X  -   -275,882.217 (meters)                     COMP
 DM8136  NAD 83(2007) Y  - -4,345,662.715 (meters)                     COMP
 DM8136  NAD 83(2007) Z  -  4,645,358.596 (meters)                     COMP
 DM8136  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC09
 DM8136  HORZ ORDER      -  FIRST
 DM8136  ELLP ORDER      -  FOURTH    CLASS I
 DM8136
 DM8136.The horizontal coordinates were established by GPS observations
 DM8136.and adjusted by the MN DEPT OF TRANSP in June 2011.
 DM8136
 DM8136.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DM8136.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DM8136
 DM8136.The horizontal coordinates are valid at the epoch date displayed above
 DM8136.which is a decimal equivalence of Year/Month/Day.
 DM8136
 DM8136.The orthometric height was determined by GPS observations and a
 DM8136.high-resolution geoid model using precise GPS observation and
 DM8136.processing techniques.
 DM8136
 DM8136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM8136
 DM8136.The Laplace correction was computed from DEFLEC09 derived deflections.
 DM8136
 DM8136.The ellipsoidal height was determined by GPS observations
 DM8136.and is referenced to NAD 83.
 DM8136
 DM8136. The following values were computed from the NAD 83(2007) position.
 DM8136
 DM8136;                    North         East     Units Scale Factor Converg.
 DM8136;SPC MN N     -   160,574.115   759,532.113   MT  0.99999753   -0 23 41.0
 DM8136;SPC MN N     -   526,816.91  2,491,898.27   sFT  0.99999753   -0 23 41.0
 DM8136;UTM  15      - 5,210,203.360   451,951.578   MT  0.99962837   -0 27 46.6
 DM8136
 DM8136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM8136!SPC MN N     -   0.99993801  x   0.99999753  =   0.99993554
 DM8136!UTM  15      -   0.99993801  x   0.99962837  =   0.99956640
 DM8136
 DM8136                          SUPERSEDED SURVEY CONTROL
 DM8136
 DM8136.No superseded survey control is available for this station.
 DM8136
 DM8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVN5195110203(NAD 83)
 DM8136
 DM8136_MARKER: DD = SURVEY DISK
 DM8136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8136_STAMPING: 50 SEM 1967
 DM8136_MARK LOGO: USGS  
 DM8136_PROJECTION: PROJECTING 8 CENTIMETERS
 DM8136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DM8136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8136+STABILITY: SURFACE MOTION
 DM8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8136+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2010
 DM8136
 DM8136  HISTORY     - Date     Condition        Report By
 DM8136  HISTORY     - 19670401 MONUMENTED       USGS
 DM8136  HISTORY     - 20100107 GOOD             MNDT
 DM8136
 DM8136                          STATION DESCRIPTION
 DM8136
 DM8136'DESCRIBED BY MN DEPT OF TRANSP 2010 (GLR)
 DM8136'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DM8136'THE MARK IS 3.2 MILES NORTH AND 2.2 MILES WEST OF HILL CITY, 2.2 MILES
 DM8136'WEST-NORTHWEST ON SPANG ROAD FROM INTERSECTION OF TRUNK HIGHWAY 169
 DM8136'AND SPANG ROAD, 39 FEET SOUTH OF SPANG ROAD, 1 MILE NORTH OF COUNTY
 DM8136'LINE ROAD, AT TRAIL NORTH, 4 FEET FROM UTILITY POLE, 1 FOOT NORTH OF
 DM8136'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1145 ***********************************************************************
 PQ1145  DESIGNATION -  50 T
 PQ1145  PID         -  PQ1145
 PQ1145  STATE/COUNTY-  MN/LYON
 PQ1145  COUNTRY     -  US
 PQ1145  USGS QUAD   -  GREEN VALLEY (1967)
 PQ1145
 PQ1145                         *CURRENT SURVEY CONTROL
 PQ1145  ______________________________________________________________________
 PQ1145* NAD 83(1996) POSITION- 44 30 05.28413(N) 095 50 01.62236(W)   ADJUSTED  
 PQ1145* NAVD 88 ORTHO HEIGHT -   352.775  (meters)    1157.40  (feet) ADJUSTED  
 PQ1145  ______________________________________________________________________
 PQ1145  LAPLACE CORR    -         -3.76  (seconds)                    DEFLEC09
 PQ1145  GEOID HEIGHT    -        -26.92  (meters)                     GEOID09
 PQ1145  DYNAMIC HEIGHT  -        352.717 (meters)     1157.21  (feet) COMP
 PQ1145  MODELED GRAVITY -    980,442.6   (mgal)                       NAVD 88
 PQ1145
 PQ1145  HORZ ORDER      -  THIRD
 PQ1145  VERT ORDER      -  SECOND    CLASS I
 PQ1145
 PQ1145.The horizontal coordinates were established by classical geodetic methods
 PQ1145.and adjusted by the National Geodetic Survey in March 1999.
 PQ1145.
 PQ1145.The orthometric height was determined by differential leveling and
 PQ1145.adjusted in April 2012.
 PQ1145
 PQ1145.No vertical observational check was made to the station.
 PQ1145
 PQ1145.Photographs are available for this station.
 PQ1145
 PQ1145.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1145
 PQ1145.The dynamic height is computed by dividing the NAVD 88
 PQ1145.geopotential number by the normal gravity value computed on the
 PQ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1145.degrees latitude (g = 980.6199 gals.).
 PQ1145
 PQ1145.The modeled gravity was interpolated from observed gravity values.
 PQ1145
 PQ1145. The following values were computed from the NAD 83(1996) position.
 PQ1145
 PQ1145;                    North         East     Units Scale Factor Converg.
 PQ1145;SPC MN S     -   268,465.677   654,187.222   MT  0.99992204   -1 17 07.3
 PQ1145;SPC MN S     -   880,791.14  2,146,279.24   sFT  0.99992204   -1 17 07.3
 PQ1145;UTM  15      - 4,931,478.659   274,724.476   MT  1.00022414   -1 59 13.6
 PQ1145
 PQ1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1145!SPC MN S     -   0.99994891  x   0.99992204  =   0.99987095
 PQ1145!UTM  15      -   0.99994891  x   1.00022414  =   1.00017304
 PQ1145
 PQ1145                          SUPERSEDED SURVEY CONTROL
 PQ1145
 PQ1145  NAD 83(1996)-  44 30 05.27852(N)    095 50 01.61782(W) AD(       ) 3
 PQ1145  NAD 83(1986)-  44 30 05.27836(N)    095 50 01.61118(W) AD(       ) 3
 PQ1145  NAD 27      -  44 30 05.41911(N)    095 50 00.51944(W) AD(       ) 3
 PQ1145  NGVD 29 (07/19/86)  352.59   (m)         1156.8    (f) LEVELING    3  
 PQ1145
 PQ1145.Superseded values are not recommended for survey control.
 PQ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1145.See file dsdata.txt to determine how the superseded data were derived.
 PQ1145
 PQ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTK7472431478(NAD 83)
 PQ1145
 PQ1145_MARKER: DB = BENCH MARK DISK
 PQ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ1145_STAMPING: 50 T ET 1960
 PQ1145_MARK LOGO: USGS  
 PQ1145_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ1145_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1145+STABILITY: SURFACE MOTION
 PQ1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1145+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 PQ1145
 PQ1145  HISTORY     - Date     Condition        Report By
 PQ1145  HISTORY     - 1960     MONUMENTED       USGS
 PQ1145  HISTORY     - 20090420 GOOD             MNDT
 PQ1145
 PQ1145                          STATION DESCRIPTION
 PQ1145
 PQ1145'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (JHT)
 PQ1145'MARSHALL,3.5 MILE N AND 2 MILE W OF. 35 FT N,795 FT E,AND 7.7 FT LOWER
 PQ1145'THAN X-ROADS AT CORNER SECTIONS 13,18,19,24,T.112N,R.41 AND 42W,35 FT
 PQ1145'N AND 5 FT E OF ROAD AT FENCE N, 1 FT S OF E-W FE. IN A CONCRETE POST
 PQ1145'A STANDARD TABLET STAMPED---50 T 1960 1157 ET---.
 PQ1145
 PQ1145                          STATION RECOVERY (2009)
 PQ1145
 PQ1145'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (KMS)
 PQ1145'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4700 ***********************************************************************
 DL4700  DESIGNATION -  5001 A
 DL4700  PID         -  DL4700
 DL4700  STATE/COUNTY-  MN/MOWER
 DL4700  COUNTRY     -  US
 DL4700  USGS QUAD   -  AUSTIN WEST (1982)
 DL4700
 DL4700                         *CURRENT SURVEY CONTROL
 DL4700  ______________________________________________________________________
 DL4700* NAD 83(1986) POSITION- 43 39 59.8    (N) 093 00 23.1    (W)   HD_HELD2  
 DL4700* NAVD 88 ORTHO HEIGHT -   365.992  (meters)    1200.76  (feet) ADJUSTED  
 DL4700  ______________________________________________________________________
 DL4700  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DL4700  DYNAMIC HEIGHT  -        365.927 (meters)     1200.55  (feet) COMP
 DL4700  MODELED GRAVITY -    980,428.3   (mgal)                       NAVD 88
 DL4700
 DL4700  VERT ORDER      -  SECOND    CLASS I
 DL4700
 DL4700.The horizontal coordinates were established by autonomous hand held GPS
 DL4700.observations and have an estimated accuracy of +/- 10 meters.
 DL4700.
 DL4700.The orthometric height was determined by differential leveling and
 DL4700.adjusted in April 2010.
 DL4700
 DL4700.No vertical observational check was made to the station.
 DL4700
 DL4700.The dynamic height is computed by dividing the NAVD 88
 DL4700.geopotential number by the normal gravity value computed on the
 DL4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4700.degrees latitude (g = 980.6199 gals.).
 DL4700
 DL4700.The modeled gravity was interpolated from observed gravity values.
 DL4700
 DL4700;                    North         East    Units  Estimated Accuracy
 DL4700;SPC MN S     -   174,557.      880,137.      MT  (+/- 10 meters HH2 GPS)
 DL4700
 DL4700                          SUPERSEDED SURVEY CONTROL
 DL4700
 DL4700.No superseded survey control is available for this station.
 DL4700
 DL4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9948234845(NAD 83)
 DL4700
 DL4700_MARKER: DB = BENCH MARK DISK
 DL4700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4700_SP_SET: BRIDGE ABUTMENT
 DL4700_STAMPING: 5001 A 1978
 DL4700_MARK LOGO: MNDT  
 DL4700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4700+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4700
 DL4700  HISTORY     - Date     Condition        Report By
 DL4700  HISTORY     - 1978     MONUMENTED       MNDT
 DL4700  HISTORY     - 20051207 GOOD             MNDT
 DL4700
 DL4700                          STATION DESCRIPTION
 DL4700
 DL4700'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4700'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4700'THE MARK IS IN AUSTIN, 0.6 MILES EAST ON TRUNK HIGHWAY 105 FROM
 DL4700'JUNCTION OF INTERSTATE HIGHWAY 90 AND TRUNK HIGHWAY 105, AT TRUNK
 DL4700'HIGHWAY 105 MILE POINT 12.90, IN SOUTHEAST CORNER OF TRUNK HIGHWAY 105
 DL4700'BRIDGE 1940 OVER TURTLE CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1571 ***********************************************************************
 OO1571  DESIGNATION -  5003 A
 OO1571  PID         -  OO1571
 OO1571  STATE/COUNTY-  MN/MOWER
 OO1571  COUNTRY     -  US
 OO1571  USGS QUAD   -  DEXTER (1965)
 OO1571
 OO1571                         *CURRENT SURVEY CONTROL
 OO1571  ______________________________________________________________________
 OO1571* NAD 83(1986) POSITION- 43 42 37.     (N) 092 40 32.     (W)   SCALED    
 OO1571* NAVD 88 ORTHO HEIGHT -   421.351  (meters)    1382.38  (feet) ADJUSTED  
 OO1571  ______________________________________________________________________
 OO1571  GEOID HEIGHT    -        -29.74  (meters)                     GEOID09
 OO1571  DYNAMIC HEIGHT  -        421.249 (meters)     1382.05  (feet) COMP
 OO1571  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 OO1571
 OO1571  VERT ORDER      -  FIRST     CLASS II
 OO1571
 OO1571.The horizontal coordinates were scaled from a topographic map and have
 OO1571.an estimated accuracy of +/- 6 seconds.
 OO1571.
 OO1571.The orthometric height was determined by differential leveling and
 OO1571.adjusted in June 1991.
 OO1571
 OO1571.Photographs are available for this station.
 OO1571
 OO1571.The dynamic height is computed by dividing the NAVD 88
 OO1571.geopotential number by the normal gravity value computed on the
 OO1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1571.degrees latitude (g = 980.6199 gals.).
 OO1571
 OO1571.The modeled gravity was interpolated from observed gravity values.
 OO1571
 OO1571;                    North         East    Units  Estimated Accuracy
 OO1571;SPC MN S     -   179,790.      906,740.      MT  (+/- 180 meters Scaled)
 OO1571
 OO1571                          SUPERSEDED SURVEY CONTROL
 OO1571
 OO1571.No superseded survey control is available for this station.
 OO1571
 OO1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ261397(NAD 83)
 OO1571
 OO1571_MARKER: DV = VERTICAL CONTROL DISK
 OO1571_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1571_SP_SET: ALUMINUM ALLOY ROD
 OO1571_STAMPING: 5003 A 1981
 OO1571_MARK LOGO: MNDT  
 OO1571_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1571+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 OO1571
 OO1571  HISTORY     - Date     Condition        Report By
 OO1571  HISTORY     - 1981     MONUMENTED       MNDT
 OO1571  HISTORY     - 19900820 GOOD             NGS
 OO1571  HISTORY     - 19910923 GOOD             MNDT
 OO1571
 OO1571                          STATION DESCRIPTION
 OO1571
 OO1571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1571'8.5 KM (5.3 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1571'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 17.4 M (57.1
 OO1571'FT) NORTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 16.8 M (55.1 FT)
 OO1571'SOUTH OF A UTILITY POLE, 5.0 M (16.4 FT) WEST OF THE CENTER OF A
 OO1571'DRIVEWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--THE ROD
 OO1571'IS ENCASED IN A 6-INCH PVC PIPE THAT PROJECTS 0.1 M (0.3 FT) ABOVE
 OO1571'GROUND.  THE ROD DEPTH IS UNKNOWN AND PROJECTS 0.2 CM (0.07 IN).
 OO1571
 OO1571                          STATION RECOVERY (1991)
 OO1571
 OO1571'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1571'1.5 MILES (2.4 KM) EAST OF THE TOWN OF DEXTER, IN THE NE 1/4 OF
 OO1571'SECTION 19, T103N, R15W, ON TRUNK HIGHWAY 16 RIGHT OF WAY, 1.25 MILES
 OO1571'(2.01 KM) EAST ALONG TH 16 FROM THE THE JCT OF I 90 AND TH 16, AT
 OO1571'MILEPOINT 200.3 57.5 FT (17.5 M) NORTH OF AND ABOUT 1.0 FT (0.3 M)
 OO1571'LOWER THAN THE CENTERLINE OF TH 16, 16.5 FT (5.0 M) WEST OF THE CENTER
 OO1571'OF A DRIVEWAY, 55.5 FT (16.9 M) SOUTH OF A POWER POLE, 0.8 FT (24.4
 OO1571'CM) SOUTH OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8015 ***********************************************************************
 AE8015  DESIGNATION -  5003 B
 AE8015  PID         -  AE8015
 AE8015  STATE/COUNTY-  MN/MOWER
 AE8015  COUNTRY     -  US
 AE8015  USGS QUAD   -  DEXTER (1965)
 AE8015
 AE8015                         *CURRENT SURVEY CONTROL
 AE8015  ______________________________________________________________________
 AE8015* NAD 83(1986) POSITION- 43 42 35.     (N) 092 39 50.     (W)   SCALED    
 AE8015* NAVD 88 ORTHO HEIGHT -   415.433  (meters)    1362.97  (feet) ADJUSTED  
 AE8015  ______________________________________________________________________
 AE8015  GEOID HEIGHT    -        -29.75  (meters)                     GEOID09
 AE8015  DYNAMIC HEIGHT  -        415.333 (meters)     1362.64  (feet) COMP
 AE8015  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 AE8015
 AE8015  VERT ORDER      -  SECOND    CLASS I
 AE8015
 AE8015.The horizontal coordinates were scaled from a topographic map and have
 AE8015.an estimated accuracy of +/- 6 seconds.
 AE8015.
 AE8015.The orthometric height was determined by differential leveling and
 AE8015.adjusted in November 1998.
 AE8015
 AE8015.Photographs are available for this station.
 AE8015
 AE8015.The dynamic height is computed by dividing the NAVD 88
 AE8015.geopotential number by the normal gravity value computed on the
 AE8015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8015.degrees latitude (g = 980.6199 gals.).
 AE8015
 AE8015.The modeled gravity was interpolated from observed gravity values.
 AE8015
 AE8015;                    North         East    Units  Estimated Accuracy
 AE8015;SPC MN S     -   179,740.      907,680.      MT  (+/- 180 meters Scaled)
 AE8015
 AE8015                          SUPERSEDED SURVEY CONTROL
 AE8015
 AE8015.No superseded survey control is available for this station.
 AE8015
 AE8015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ270396(NAD 83)
 AE8015
 AE8015_MARKER: DV = VERTICAL CONTROL DISK
 AE8015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8015_SP_SET: BOX CULVERT
 AE8015_STAMPING: 5003 B 1981
 AE8015_MARK LOGO: MNDT  
 AE8015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8015+STABILITY: SURFACE MOTION
 AE8015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8015+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8015
 AE8015  HISTORY     - Date     Condition        Report By
 AE8015  HISTORY     - 1981     MONUMENTED       MNDT
 AE8015  HISTORY     - 19910923 GOOD             MNDT
 AE8015
 AE8015                          STATION DESCRIPTION
 AE8015
 AE8015'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8015'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2 MILES (3.2 KM) EAST
 AE8015'OF THE TOWN OF DEXTER, IN THE SW 1/4 OF SECTION 20, T103N, R15W, ON
 AE8015'TRUNK HIGHWAY 16 RIGHT OF WAY, 1.8 MILES (2.9 KM) EAST ALONG TH 16
 AE8015'FROM THE THE JCT OF I 90 AND TH 16, AT MILEPOINT 200.8, 22.0 FT (6.7
 AE8015'M) SOUTH OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE CENTERLINE OF TH
 AE8015'16, 29.5 FT (9.0 M) NORTH OF A FENCE LINE, 58.3 FT (17.8 M) NE OF A
 AE8015'POWER POLE, 0.5 FT (15.2 CM) WEST OF THE EAST END OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1572 ***********************************************************************
 OO1572  DESIGNATION -  5003 C
 OO1572  PID         -  OO1572
 OO1572  STATE/COUNTY-  MN/MOWER
 OO1572  COUNTRY     -  US
 OO1572  USGS QUAD   -  DEXTER (1965)
 OO1572
 OO1572                         *CURRENT SURVEY CONTROL
 OO1572  ______________________________________________________________________
 OO1572* NAD 83(1986) POSITION- 43 42 36.     (N) 092 39 00.     (W)   SCALED    
 OO1572* NAVD 88 ORTHO HEIGHT -   418.248  (meters)    1372.20  (feet) ADJUSTED  
 OO1572  ______________________________________________________________________
 OO1572  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 OO1572  DYNAMIC HEIGHT  -        418.148 (meters)     1371.87  (feet) COMP
 OO1572  MODELED GRAVITY -    980,368.3   (mgal)                       NAVD 88
 OO1572
 OO1572  VERT ORDER      -  FIRST     CLASS II
 OO1572
 OO1572.The horizontal coordinates were scaled from a topographic map and have
 OO1572.an estimated accuracy of +/- 6 seconds.
 OO1572.
 OO1572.The orthometric height was determined by differential leveling and
 OO1572.adjusted in June 1991.
 OO1572
 OO1572.Photographs are available for this station.
 OO1572
 OO1572.The dynamic height is computed by dividing the NAVD 88
 OO1572.geopotential number by the normal gravity value computed on the
 OO1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1572.degrees latitude (g = 980.6199 gals.).
 OO1572
 OO1572.The modeled gravity was interpolated from observed gravity values.
 OO1572
 OO1572;                    North         East    Units  Estimated Accuracy
 OO1572;SPC MN S     -   179,790.      908,800.      MT  (+/- 180 meters Scaled)
 OO1572
 OO1572                          SUPERSEDED SURVEY CONTROL
 OO1572
 OO1572.No superseded survey control is available for this station.
 OO1572
 OO1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ281397(NAD 83)
 OO1572
 OO1572_MARKER: DV = VERTICAL CONTROL DISK
 OO1572_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1572_SP_SET: ALUMINUM ALLOY ROD
 OO1572_STAMPING: 5003 C 1981
 OO1572_MARK LOGO: MNDT  
 OO1572_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1572+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 OO1572
 OO1572  HISTORY     - Date     Condition        Report By
 OO1572  HISTORY     - 1981     MONUMENTED       MNDT
 OO1572  HISTORY     - 19900820 GOOD             NGS
 OO1572  HISTORY     - 19910923 GOOD             MNDT
 OO1572
 OO1572                          STATION DESCRIPTION
 OO1572
 OO1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1572'6.4 KM (4.0 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1572'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 15.9 M (52.2
 OO1572'FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 10.5 M (34.4 FT)
 OO1572'WEST OF THE CENTER OF A GRAVELED ROAD, 3.1 M (10.2 FT) NORTH OF THE
 OO1572'CENTER OF A FIELD ENTRANCE, 0.7 M (2.3 FT) EAST-SOUTHEAST OF A
 OO1572'UTILITY POLE, AND 0.2 M (0.7 FT) NORTH OF WITNESS POST.  NOTE-- THE
 OO1572'ROD IS ENCASED IN A 6-INCH PVC PIPE THAT PROJECTS 0.1 M (0.3 FT)
 OO1572'ABOVE GROUND.  THE ROD DEPTH IS UNKNOWN AND PROJECTS 0.2 CM (0.07
 OO1572'IN).
 OO1572
 OO1572                          STATION RECOVERY (1991)
 OO1572
 OO1572'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1572'ABOUT 3.0 MILES (4.8 KM) EAST OF THE TOWN OF DEXTER, IN THE SE 1/4 OF
 OO1572'SECTION 20, T103N, R15W, ON TRUNK HIGHWAY 16 RIGHT OF WAY, 2.55 MILES
 OO1572'(4.10 KM) EAST ALONG TH 16, FROM THE THE JCT OF I 90 AND TH 16, AT
 OO1572'MILEPOINT 201.55, 52.5 FT (16.0 M) SOUTH OF AND ABOUT 0.5 FT (15.2 CM)
 OO1572'LOWER THAN THE CENTERLINE OF TH 16, 34.0 FT (10.4 M) WEST OF THE
 OO1572'CENTER OF A GRAVEL ROAD, 9.0 FT (2.7 M) NORTH OF THE CENTER OF A FIELD
 OO1572'ENTRANCE, 2.7 FT (0.8 M) SE OF A POWER POLE, 0.8 FT (24.4 CM) NORTH OF
 OO1572'A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8016 ***********************************************************************
 AE8016  DESIGNATION -  5003 D
 AE8016  PID         -  AE8016
 AE8016  STATE/COUNTY-  MN/MOWER
 AE8016  COUNTRY     -  US
 AE8016  USGS QUAD   -  DEXTER (1965)
 AE8016
 AE8016                         *CURRENT SURVEY CONTROL
 AE8016  ______________________________________________________________________
 AE8016* NAD 83(1986) POSITION- 43 42 37.     (N) 092 38 18.     (W)   SCALED    
 AE8016* NAVD 88 ORTHO HEIGHT -   411.117  (meters)    1348.81  (feet) ADJUSTED  
 AE8016  ______________________________________________________________________
 AE8016  GEOID HEIGHT    -        -29.77  (meters)                     GEOID09
 AE8016  DYNAMIC HEIGHT  -        411.020 (meters)     1348.49  (feet) COMP
 AE8016  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 AE8016
 AE8016  VERT ORDER      -  SECOND    CLASS I
 AE8016
 AE8016.The horizontal coordinates were scaled from a topographic map and have
 AE8016.an estimated accuracy of +/- 6 seconds.
 AE8016.
 AE8016.The orthometric height was determined by differential leveling and
 AE8016.adjusted in November 1998.
 AE8016
 AE8016.Photographs are available for this station.
 AE8016
 AE8016.The dynamic height is computed by dividing the NAVD 88
 AE8016.geopotential number by the normal gravity value computed on the
 AE8016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8016.degrees latitude (g = 980.6199 gals.).
 AE8016
 AE8016.The modeled gravity was interpolated from observed gravity values.
 AE8016
 AE8016;                    North         East    Units  Estimated Accuracy
 AE8016;SPC MN S     -   179,840.      909,740.      MT  (+/- 180 meters Scaled)
 AE8016
 AE8016                          SUPERSEDED SURVEY CONTROL
 AE8016
 AE8016.No superseded survey control is available for this station.
 AE8016
 AE8016_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ291397(NAD 83)
 AE8016
 AE8016_MARKER: DV = VERTICAL CONTROL DISK
 AE8016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8016_SP_SET: BOX CULVERT
 AE8016_STAMPING: 5003 D 1981
 AE8016_MARK LOGO: MNDT  
 AE8016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8016+STABILITY: SURFACE MOTION
 AE8016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8016+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8016
 AE8016  HISTORY     - Date     Condition        Report By
 AE8016  HISTORY     - 1981     MONUMENTED       MNDT
 AE8016  HISTORY     - 19910923 GOOD             MNDT
 AE8016
 AE8016                          STATION DESCRIPTION
 AE8016
 AE8016'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8016'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 3.5 MILES (5.6 KM) EAST
 AE8016'OF THE TOWN OF DEXTER, IN THE SE 1/4 OF SECTION 21, T103N, R15W, ON
 AE8016'TRUNK HIGHWAY 16 RIGHT OF WAY, 3.1 MILES (5.0 KM) EAST ALONG TH 16
 AE8016'FROM THE THE JCT OF I 90 AND TH 16, AT MILEPOINT 202.1, 33.0 FT (10.1
 AE8016'M) SOUTH OF THE CENTERLINE OF TH 16, 0.8 FT (24.4 CM) WEST OF THE EAST
 AE8016'END OF A BOX CULVERT, 5.5 FT (1.7 M) ESE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1573 ***********************************************************************
 OO1573  DESIGNATION -  5003 E
 OO1573  PID         -  OO1573
 OO1573  STATE/COUNTY-  MN/MOWER
 OO1573  COUNTRY     -  US
 OO1573  USGS QUAD   -  GRAND MEADOW (1965)
 OO1573
 OO1573                         *CURRENT SURVEY CONTROL
 OO1573  ______________________________________________________________________
 OO1573* NAD 83(1986) POSITION- 43 42 37.     (N) 092 36 55.     (W)   SCALED    
 OO1573* NAVD 88 ORTHO HEIGHT -   402.771  (meters)    1321.42  (feet) ADJUSTED  
 OO1573  ______________________________________________________________________
 OO1573  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 OO1573  DYNAMIC HEIGHT  -        402.676 (meters)     1321.11  (feet) COMP
 OO1573  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 OO1573
 OO1573  VERT ORDER      -  FIRST     CLASS II
 OO1573
 OO1573.The horizontal coordinates were scaled from a topographic map and have
 OO1573.an estimated accuracy of +/- 6 seconds.
 OO1573.
 OO1573.The orthometric height was determined by differential leveling and
 OO1573.adjusted in June 1991.
 OO1573
 OO1573.Photographs are available for this station.
 OO1573
 OO1573.The dynamic height is computed by dividing the NAVD 88
 OO1573.geopotential number by the normal gravity value computed on the
 OO1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1573.degrees latitude (g = 980.6199 gals.).
 OO1573
 OO1573.The modeled gravity was interpolated from observed gravity values.
 OO1573
 OO1573;                    North         East    Units  Estimated Accuracy
 OO1573;SPC MN S     -   179,870.      911,600.      MT  (+/- 180 meters Scaled)
 OO1573
 OO1573                          SUPERSEDED SURVEY CONTROL
 OO1573
 OO1573.No superseded survey control is available for this station.
 OO1573
 OO1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ309397(NAD 83)
 OO1573
 OO1573_MARKER: DV = VERTICAL CONTROL DISK
 OO1573_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO1573_SP_SET: BOX CULVERT
 OO1573_STAMPING: 5003 E 1981
 OO1573_MARK LOGO: MNDT  
 OO1573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO1573+STABILITY: SURFACE MOTION
 OO1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1573+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 OO1573
 OO1573  HISTORY     - Date     Condition        Report By
 OO1573  HISTORY     - 1981     MONUMENTED       MNDT
 OO1573  HISTORY     - 19900820 GOOD             NGS
 OO1573  HISTORY     - 19910923 GOOD             MNDT
 OO1573
 OO1573                          STATION DESCRIPTION
 OO1573
 OO1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1573'3.7 KM (2.3 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1573'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, IN TOP OF
 OO1573'AND 0.1 M (0.3 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE
 OO1573'HEADWALL OF A TRIPLE BOX CULVERT, 6.7 M (22.0 FT) SOUTH OF THE
 OO1573'HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) BELOW THE LEVEL OF THE
 OO1573'HIGHWAY.
 OO1573
 OO1573                          STATION RECOVERY (1991)
 OO1573
 OO1573'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1573'2.25 MILES (3.62 KM) WEST OF THE TOWN OF GRAND MEADOW, IN THE SE 1/4
 OO1573'OF SECTION 22, T103N, R15W, ON TH 16 RIGHT OF WAY, 2.3 MILES (3.7 KM)
 OO1573'WEST ALONG TH 16 FROM THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND
 OO1573'MEADOW, AT MILEPOINT 203.3, 21.5 FT (6.6 M) SOUTH OF AND ABOUT 0.5 FT
 OO1573'(15.2 CM) LOWER THAN THE CENTERLINE OF TH 16, 0.5 FT (15.2 CM) WEST OF
 OO1573'THE SE CORNER OF A BOX CULVERT, 56.3 FT (17.2 M) NE OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8017 ***********************************************************************
 AE8017  DESIGNATION -  5003 F
 AE8017  PID         -  AE8017
 AE8017  STATE/COUNTY-  MN/MOWER
 AE8017  COUNTRY     -  US
 AE8017  USGS QUAD   -  GRAND MEADOW (1965)
 AE8017
 AE8017                         *CURRENT SURVEY CONTROL
 AE8017  ______________________________________________________________________
 AE8017* NAD 83(1986) POSITION- 43 42 36.     (N) 092 36 06.     (W)   SCALED    
 AE8017* NAVD 88 ORTHO HEIGHT -   402.974  (meters)    1322.09  (feet) ADJUSTED  
 AE8017  ______________________________________________________________________
 AE8017  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 AE8017  DYNAMIC HEIGHT  -        402.879 (meters)     1321.78  (feet) COMP
 AE8017  MODELED GRAVITY -    980,372.2   (mgal)                       NAVD 88
 AE8017
 AE8017  VERT ORDER      -  SECOND    CLASS I
 AE8017
 AE8017.The horizontal coordinates were scaled from a topographic map and have
 AE8017.an estimated accuracy of +/- 6 seconds.
 AE8017.
 AE8017.The orthometric height was determined by differential leveling and
 AE8017.adjusted in November 1998.
 AE8017
 AE8017.Photographs are available for this station.
 AE8017
 AE8017.The dynamic height is computed by dividing the NAVD 88
 AE8017.geopotential number by the normal gravity value computed on the
 AE8017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8017.degrees latitude (g = 980.6199 gals.).
 AE8017
 AE8017.The modeled gravity was interpolated from observed gravity values.
 AE8017
 AE8017;                    North         East    Units  Estimated Accuracy
 AE8017;SPC MN S     -   179,860.      912,700.      MT  (+/- 180 meters Scaled)
 AE8017
 AE8017                          SUPERSEDED SURVEY CONTROL
 AE8017
 AE8017.No superseded survey control is available for this station.
 AE8017
 AE8017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ320397(NAD 83)
 AE8017
 AE8017_MARKER: DV = VERTICAL CONTROL DISK
 AE8017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8017_SP_SET: BOX CULVERT
 AE8017_STAMPING: 5003 F 1981
 AE8017_MARK LOGO: MNDT  
 AE8017_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8017+STABILITY: SURFACE MOTION
 AE8017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8017+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8017
 AE8017  HISTORY     - Date     Condition        Report By
 AE8017  HISTORY     - 1981     MONUMENTED       MNDT
 AE8017  HISTORY     - 19910923 GOOD             MNDT
 AE8017
 AE8017                          STATION DESCRIPTION
 AE8017
 AE8017'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8017'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1.5 MILES (2.4 KM) WEST
 AE8017'OF THE TOWN OF GRAND MEADOW, IN THE SW 1/4 OF SECTION 23, T103N, R15W,
 AE8017'ON TH 16 RIGHT OF WAY, 1.6 MILES (2.6 KM) WEST ALONG TH 16 FROM THE
 AE8017'JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND MEADOW, AT MILEPOINT 204.05,
 AE8017'22.5 FT (6.9 M) SOUTH OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN THE
 AE8017'CENTERLINE OF TH 16, 0.6 FT (18.3 CM) WEST OF THE SE CORNER OF A BOX
 AE8017'CULVERT, 98.7 FT (30.1 M) ENE OF A POWER POLE, 126.2 FT (38.5 M) EAST
 AE8017'OF MILEPOINT POST 204.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1574 ***********************************************************************
 OO1574  DESIGNATION -  5003 G
 OO1574  PID         -  OO1574
 OO1574  STATE/COUNTY-  MN/MOWER
 OO1574  COUNTRY     -  US
 OO1574  USGS QUAD   -  GRAND MEADOW (1965)
 OO1574
 OO1574                         *CURRENT SURVEY CONTROL
 OO1574  ______________________________________________________________________
 OO1574* NAD 83(1986) POSITION- 43 42 35.     (N) 092 35 23.     (W)   SCALED    
 OO1574* NAVD 88 ORTHO HEIGHT -   405.011  (meters)    1328.77  (feet) ADJUSTED  
 OO1574  ______________________________________________________________________
 OO1574  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 OO1574  DYNAMIC HEIGHT  -        404.916 (meters)     1328.46  (feet) COMP
 OO1574  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 OO1574
 OO1574  VERT ORDER      -  FIRST     CLASS II
 OO1574
 OO1574.The horizontal coordinates were scaled from a topographic map and have
 OO1574.an estimated accuracy of +/- 6 seconds.
 OO1574.
 OO1574.The orthometric height was determined by differential leveling and
 OO1574.adjusted in June 1991.
 OO1574
 OO1574.Photographs are available for this station.
 OO1574
 OO1574.The dynamic height is computed by dividing the NAVD 88
 OO1574.geopotential number by the normal gravity value computed on the
 OO1574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1574.degrees latitude (g = 980.6199 gals.).
 OO1574
 OO1574.The modeled gravity was interpolated from observed gravity values.
 OO1574
 OO1574;                    North         East    Units  Estimated Accuracy
 OO1574;SPC MN S     -   179,840.      913,660.      MT  (+/- 180 meters Scaled)
 OO1574
 OO1574                          SUPERSEDED SURVEY CONTROL
 OO1574
 OO1574.No superseded survey control is available for this station.
 OO1574
 OO1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ330397(NAD 83)
 OO1574
 OO1574_MARKER: DV = VERTICAL CONTROL DISK
 OO1574_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1574_SP_SET: ALUMINUM ALLOY ROD
 OO1574_STAMPING: 5003 G 1981
 OO1574_MARK LOGO: MNDT  
 OO1574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1574+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 OO1574
 OO1574  HISTORY     - Date     Condition        Report By
 OO1574  HISTORY     - 1981     MONUMENTED       MNDT
 OO1574  HISTORY     - 19900820 GOOD             NGS
 OO1574  HISTORY     - 19910923 GOOD             MNDT
 OO1574
 OO1574                          STATION DESCRIPTION
 OO1574
 OO1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1574'1.6 KM (1.0 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1574'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 79.7 M
 OO1574'(261.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 64.0 M (210.0 FT)
 OO1574'SOUTH OF A FENCE CORNER, 14.0 M (45.9 FT) EAST OF AND LEVEL WITH THE
 OO1574'CENTER OF A GRAVELED ROAD, 6.3 M (20.7 FT) SOUTHEAST OF A UTILITY
 OO1574'POLE WITH THREE TRANSFORMERS AND TWO GUY WIRES, 5.3 M (17.4 FT) NORTH
 OO1574'OF THE CENTER OF A GATE, 0.4 M (1.3 FT) WEST OF A CHAIN LINK FENCE,
 OO1574'AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--THE ROD IS ENCASED
 OO1574'IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.  THE ROD
 OO1574'DEPTH IS UNKNOWN AND IS FLUSH WITH GROUND.
 OO1574
 OO1574                          STATION RECOVERY (1991)
 OO1574
 OO1574'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1574'0.75 MILE (1.21 KM) WEST OF THE TOWN OF GRAND MEADOW, IN THE SW 1/4 OF
 OO1574'SECTION 24, T103N, R15W, ON COUNTY ROAD RIGHT OF WAY, 1.0 MILE (1.6
 OO1574'KM) WEST ALONG TH 16 FROM THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND
 OO1574'MEADOW, AT MILEPOINT 204.65, 260.0 FT (79.2 M) SOUTH OF THE CENTERLINE
 OO1574'OF TH 16, 17.0 FT (5.2 M) EAST OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN
 OO1574'THE CENTER OF A GRAVEL ROAD, 21.5 FT (6.6 M) SSE OF A TRANSFORMER
 OO1574'POLE, 45.5 FT (13.9 M) NORTH OF THE CENTER OF AN ENTRANCE, 1.3 FT (0.4
 OO1574'M) WEST OF A CYCLONE FENCE, 0.6 FT (18.3 CM) NORTH OF A STEEL WITNESS
 OO1574'POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8018 ***********************************************************************
 AE8018  DESIGNATION -  5003 H
 AE8018  PID         -  AE8018
 AE8018  STATE/COUNTY-  MN/MOWER
 AE8018  COUNTRY     -  US
 AE8018  USGS QUAD   -  GRAND MEADOW (1965)
 AE8018
 AE8018                         *CURRENT SURVEY CONTROL
 AE8018  ______________________________________________________________________
 AE8018* NAD 83(1986) POSITION- 43 42 37.     (N) 092 34 43.     (W)   SCALED    
 AE8018* NAVD 88 ORTHO HEIGHT -   403.358  (meters)    1323.35  (feet) ADJUSTED  
 AE8018  ______________________________________________________________________
 AE8018  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 AE8018  DYNAMIC HEIGHT  -        403.264 (meters)     1323.04  (feet) COMP
 AE8018  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 AE8018
 AE8018  VERT ORDER      -  SECOND    CLASS I
 AE8018
 AE8018.The horizontal coordinates were scaled from a topographic map and have
 AE8018.an estimated accuracy of +/- 6 seconds.
 AE8018.
 AE8018.The orthometric height was determined by differential leveling and
 AE8018.adjusted in November 1998.
 AE8018
 AE8018.Photographs are available for this station.
 AE8018
 AE8018.The dynamic height is computed by dividing the NAVD 88
 AE8018.geopotential number by the normal gravity value computed on the
 AE8018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8018.degrees latitude (g = 980.6199 gals.).
 AE8018
 AE8018.The modeled gravity was interpolated from observed gravity values.
 AE8018
 AE8018;                    North         East    Units  Estimated Accuracy
 AE8018;SPC MN S     -   179,920.      914,550.      MT  (+/- 180 meters Scaled)
 AE8018
 AE8018                          SUPERSEDED SURVEY CONTROL
 AE8018
 AE8018.No superseded survey control is available for this station.
 AE8018
 AE8018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ339397(NAD 83)
 AE8018
 AE8018_MARKER: DV = VERTICAL CONTROL DISK
 AE8018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8018_SP_SET: BOX CULVERT
 AE8018_STAMPING: 5003 H 1981
 AE8018_MARK LOGO: MNDT  
 AE8018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8018+STABILITY: SURFACE MOTION
 AE8018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8018+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8018
 AE8018  HISTORY     - Date     Condition        Report By
 AE8018  HISTORY     - 1981     MONUMENTED       MNDT
 AE8018  HISTORY     - 19910923 GOOD             MNDT
 AE8018
 AE8018                          STATION DESCRIPTION
 AE8018
 AE8018'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8018'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 0.25 MILE (0.40 KM)
 AE8018'WEST OF THE TOWN OF GRAND MEADOW IN THE SE 1/4 OF SECTION 24, T103N,
 AE8018'R15W, ON TH 16 RIGHT OF WAY, 0.45 MILE (0.72 KM) WEST ALONG TH 16 FROM
 AE8018'ITS JCT WITH COUNTY ROAD 8 IN GRAND MEADOW, AT MILEPOINT 205.2, 27.5
 AE8018'FT (8.4 M) SOUTH OF AND ABOUT 1.0 FT (0.3 M) LOWER THAN THE CENTERLINE
 AE8018'OF TH 16, 0.4 FT (12.2 CM) EAST OF THE SW CORNER OF A BOX CULVERT,
 AE8018'1.25 FT (0.38 M) ESE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8019 ***********************************************************************
 AE8019  DESIGNATION -  5003 J
 AE8019  PID         -  AE8019
 AE8019  STATE/COUNTY-  MN/MOWER
 AE8019  COUNTRY     -  US
 AE8019  USGS QUAD   -  GRAND MEADOW (1965)
 AE8019
 AE8019                         *CURRENT SURVEY CONTROL
 AE8019  ______________________________________________________________________
 AE8019* NAD 83(1986) POSITION- 43 42 38.     (N) 092 34 11.     (W)   SCALED    
 AE8019* NAVD 88 ORTHO HEIGHT -   406.662  (meters)    1334.19  (feet) ADJUSTED  
 AE8019  ______________________________________________________________________
 AE8019  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 AE8019  DYNAMIC HEIGHT  -        406.567 (meters)     1333.88  (feet) COMP
 AE8019  MODELED GRAVITY -    980,374.9   (mgal)                       NAVD 88
 AE8019
 AE8019  VERT ORDER      -  SECOND    CLASS I
 AE8019
 AE8019.The horizontal coordinates were scaled from a topographic map and have
 AE8019.an estimated accuracy of +/- 6 seconds.
 AE8019.
 AE8019.The orthometric height was determined by differential leveling and
 AE8019.adjusted in November 1998.
 AE8019
 AE8019.Photographs are available for this station.
 AE8019
 AE8019.The dynamic height is computed by dividing the NAVD 88
 AE8019.geopotential number by the normal gravity value computed on the
 AE8019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8019.degrees latitude (g = 980.6199 gals.).
 AE8019
 AE8019.The modeled gravity was interpolated from observed gravity values.
 AE8019
 AE8019;                    North         East    Units  Estimated Accuracy
 AE8019;SPC MN S     -   179,960.      915,270.      MT  (+/- 180 meters Scaled)
 AE8019
 AE8019                          SUPERSEDED SURVEY CONTROL
 AE8019
 AE8019.No superseded survey control is available for this station.
 AE8019
 AE8019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ346398(NAD 83)
 AE8019
 AE8019_MARKER: DV = VERTICAL CONTROL DISK
 AE8019_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8019_STAMPING: 5003 J 1981
 AE8019_MARK LOGO: MNDT  
 AE8019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8019+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 AE8019
 AE8019  HISTORY     - Date     Condition        Report By
 AE8019  HISTORY     - 1981     MONUMENTED       MNDT
 AE8019  HISTORY     - 19910923 GOOD             MNDT
 AE8019  HISTORY     - 20080624 GOOD             JCLS
 AE8019
 AE8019                          STATION DESCRIPTION
 AE8019
 AE8019'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8019'THE MARK WAS RECOVERED IN GOOD CONDITION AT THE NORTH EDGE OF THE TOWN
 AE8019'OF GRAND MEADOW, IN THE NW 1/4 OF SECTION 19, T103N, R14W, ON COUNTY
 AE8019'ROAD RIGHT OF WAY, AT THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND
 AE8019'MEADOW, AT MILEPOINT 205.65, 151.0 FT (46.0 M) NORTH OF THE CENTERLINE
 AE8019'OF TH 16, 32.5 FT (9.9 M) EAST OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN
 AE8019'THE CENTERLINE OF COUNTY ROAD 8, 104.0 FT (31.7 M) NNW OF A
 AE8019'TRANSFORMER POLE, 29.5 FT (9.0 M) NORTH OF THE CENTER OF AN ENTRANCE
 AE8019'TO A STANDARD STATION, 0.6 FT (18.3 CM) SOUTH OF A STEEL WITNESS POST,
 AE8019'AND FLUSH WITH THE GROUND.  ROD DEPTH IS UNKNOWN.
 AE8019
 AE8019                          STATION RECOVERY (2008)
 AE8019
 AE8019'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008
 AE8019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8020 ***********************************************************************
 AE8020  DESIGNATION -  5003 K
 AE8020  PID         -  AE8020
 AE8020  STATE/COUNTY-  MN/MOWER
 AE8020  COUNTRY     -  US
 AE8020  USGS QUAD   -  GRAND MEADOW (1965)
 AE8020
 AE8020                         *CURRENT SURVEY CONTROL
 AE8020  ______________________________________________________________________
 AE8020* NAD 83(1986) POSITION- 43 42 37.     (N) 092 33 33.     (W)   SCALED    
 AE8020* NAVD 88 ORTHO HEIGHT -   405.703  (meters)    1331.04  (feet) ADJUSTED  
 AE8020  ______________________________________________________________________
 AE8020  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 AE8020  DYNAMIC HEIGHT  -        405.609 (meters)     1330.74  (feet) COMP
 AE8020  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 AE8020
 AE8020  VERT ORDER      -  SECOND    CLASS I
 AE8020
 AE8020.The horizontal coordinates were scaled from a topographic map and have
 AE8020.an estimated accuracy of +/- 6 seconds.
 AE8020.
 AE8020.The orthometric height was determined by differential leveling and
 AE8020.adjusted in November 1998.
 AE8020
 AE8020.Photographs are available for this station.
 AE8020
 AE8020.The dynamic height is computed by dividing the NAVD 88
 AE8020.geopotential number by the normal gravity value computed on the
 AE8020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8020.degrees latitude (g = 980.6199 gals.).
 AE8020
 AE8020.The modeled gravity was interpolated from observed gravity values.
 AE8020
 AE8020;                    North         East    Units  Estimated Accuracy
 AE8020;SPC MN S     -   179,950.      916,120.      MT  (+/- 180 meters Scaled)
 AE8020
 AE8020                          SUPERSEDED SURVEY CONTROL
 AE8020
 AE8020.No superseded survey control is available for this station.
 AE8020
 AE8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ355397(NAD 83)
 AE8020
 AE8020_MARKER: DV = VERTICAL CONTROL DISK
 AE8020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE8020_STAMPING: 5003 K 1981
 AE8020_MARK LOGO: MNDT  
 AE8020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8020+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8020
 AE8020  HISTORY     - Date     Condition        Report By
 AE8020  HISTORY     - 1981     MONUMENTED       MNDT
 AE8020  HISTORY     - 19910923 GOOD             MNDT
 AE8020
 AE8020                          STATION DESCRIPTION
 AE8020
 AE8020'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8020'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 0.75 MILE (1.21 KM)
 AE8020'EAST OF THE TOWN OF GRAND MEADOW, IN THE SE 1/4 OF SECTION 19, T103N,
 AE8020'R14W, ON TH 16 RIGHT OF WAY, 0.55 MILE (0.89 KM) EAST ALONG TH 16,
 AE8020'FROM THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND MEADOW, AT MILEPOINT
 AE8020'206.2, 52.0 FT (15.8 M) SOUTH OF AND ABOUT 2.0 FT (0.6 M) LOWER THAN
 AE8020'THE CENTERLINE OF TH 16, 1.5 FT (0.5 M) NORTH OF A POWER POLE, 30.5 FT
 AE8020'(9.3 M) EAST OF THE CENTER OF AN ENTRANCE, 0.7 FT (21.3 CM) SOUTH OF A
 AE8020'STEEL WITNESS POST, AND FLUSH WITH THE GROUND.  ROD DEPTH IS UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8021 ***********************************************************************
 AE8021  DESIGNATION -  5003 L
 AE8021  PID         -  AE8021
 AE8021  STATE/COUNTY-  MN/MOWER
 AE8021  COUNTRY     -  US
 AE8021  USGS QUAD   -  GRAND MEADOW (1965)
 AE8021
 AE8021                         *CURRENT SURVEY CONTROL
 AE8021  ______________________________________________________________________
 AE8021* NAD 83(1986) POSITION- 43 42 41.     (N) 092 32 23.     (W)   SCALED    
 AE8021* NAVD 88 ORTHO HEIGHT -   400.580  (meters)    1314.24  (feet) ADJUSTED  
 AE8021  ______________________________________________________________________
 AE8021  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 AE8021  DYNAMIC HEIGHT  -        400.488 (meters)     1313.93  (feet) COMP
 AE8021  MODELED GRAVITY -    980,377.3   (mgal)                       NAVD 88
 AE8021
 AE8021  VERT ORDER      -  SECOND    CLASS I
 AE8021
 AE8021.The horizontal coordinates were scaled from a topographic map and have
 AE8021.an estimated accuracy of +/- 6 seconds.
 AE8021.
 AE8021.The orthometric height was determined by differential leveling and
 AE8021.adjusted in November 1998.
 AE8021
 AE8021.Photographs are available for this station.
 AE8021
 AE8021.The dynamic height is computed by dividing the NAVD 88
 AE8021.geopotential number by the normal gravity value computed on the
 AE8021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8021.degrees latitude (g = 980.6199 gals.).
 AE8021
 AE8021.The modeled gravity was interpolated from observed gravity values.
 AE8021
 AE8021;                    North         East    Units  Estimated Accuracy
 AE8021;SPC MN S     -   180,100.      917,690.      MT  (+/- 180 meters Scaled)
 AE8021
 AE8021                          SUPERSEDED SURVEY CONTROL
 AE8021
 AE8021.No superseded survey control is available for this station.
 AE8021
 AE8021_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ370399(NAD 83)
 AE8021
 AE8021_MARKER: DV = VERTICAL CONTROL DISK
 AE8021_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AE8021_SP_SET: DAM ABUTMENT
 AE8021_STAMPING: 5003 L 1981
 AE8021_MARK LOGO: MNDT  
 AE8021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8021+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8021
 AE8021  HISTORY     - Date     Condition        Report By
 AE8021  HISTORY     - 1981     MONUMENTED       MNDT
 AE8021  HISTORY     - 19910923 GOOD             MNDT
 AE8021
 AE8021                          STATION DESCRIPTION
 AE8021
 AE8021'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8021'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 1.75 MILES (2.82 KM)
 AE8021'EAST OF THE TOWN OF GRAND MEADOW, IN THE NE 1/4 OF SECTION 20, T103N,
 AE8021'R14W, IN A COUNTY PARK, 1.5 MILES (2.4 KM) EAST ALONG TH 16 FROM THE
 AE8021'JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND MEADOW, AT MILEPOINT 207.15,
 AE8021'0.4 FT (12.2 CM) EAST OF THE WEST END OF THE DAM HEADWALL, 3.6 FT (1.1
 AE8021'M) SOUTH OF THE WEST END OF A FENCE, IN THE HEADWALL AT THE SW CORNER
 AE8021'OF THE DAM ON DEER CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1575 ***********************************************************************
 OO1575  DESIGNATION -  5003 M
 OO1575  PID         -  OO1575
 OO1575  STATE/COUNTY-  MN/MOWER
 OO1575  COUNTRY     -  US
 OO1575  USGS QUAD   -  GRAND MEADOW (1965)
 OO1575
 OO1575                         *CURRENT SURVEY CONTROL
 OO1575  ______________________________________________________________________
 OO1575* NAD 83(1986) POSITION- 43 42 37.     (N) 092 32 36.     (W)   SCALED    
 OO1575* NAVD 88 ORTHO HEIGHT -   402.361  (meters)    1320.08  (feet) ADJUSTED  
 OO1575  ______________________________________________________________________
 OO1575  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 OO1575  DYNAMIC HEIGHT  -        402.268 (meters)     1319.77  (feet) COMP
 OO1575  MODELED GRAVITY -    980,377.0   (mgal)                       NAVD 88
 OO1575
 OO1575  VERT ORDER      -  FIRST     CLASS II
 OO1575
 OO1575.The horizontal coordinates were scaled from a topographic map and have
 OO1575.an estimated accuracy of +/- 6 seconds.
 OO1575.
 OO1575.The orthometric height was determined by differential leveling and
 OO1575.adjusted in June 1991.
 OO1575
 OO1575.Photographs are available for this station.
 OO1575
 OO1575.The dynamic height is computed by dividing the NAVD 88
 OO1575.geopotential number by the normal gravity value computed on the
 OO1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1575.degrees latitude (g = 980.6199 gals.).
 OO1575
 OO1575.The modeled gravity was interpolated from observed gravity values.
 OO1575
 OO1575;                    North         East    Units  Estimated Accuracy
 OO1575;SPC MN S     -   179,970.      917,400.      MT  (+/- 180 meters Scaled)
 OO1575
 OO1575                          SUPERSEDED SURVEY CONTROL
 OO1575
 OO1575.No superseded survey control is available for this station.
 OO1575
 OO1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ367397(NAD 83)
 OO1575
 OO1575_MARKER: DV = VERTICAL CONTROL DISK
 OO1575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1575_SP_SET: BRIDGE ABUTMENT
 OO1575_STAMPING: 5003 M 1981
 OO1575_MARK LOGO: MNDT  
 OO1575_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1575+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 OO1575
 OO1575  HISTORY     - Date     Condition        Report By
 OO1575  HISTORY     - 1981     MONUMENTED       MNDT
 OO1575  HISTORY     - 19900816 GOOD             NGS
 OO1575  HISTORY     - 19910923 GOOD             MNDT
 OO1575
 OO1575                          STATION DESCRIPTION
 OO1575
 OO1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1575'2.1 KM (1.3 MI) EASTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1575'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, IN TOP OF
 OO1575'AND 1.5 M (4.9 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 OO1575'ABUTMENT OF HIGHWAY BRIDGE NUMBER 50004 SPANNING DEER CREEK, 8.0 M
 OO1575'(26.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 OO1575'BELOW THE LEVEL OF THE HIGHWAY.
 OO1575
 OO1575                          STATION RECOVERY (1991)
 OO1575
 OO1575'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1575'1.5 MILES (2.4 KM) EAST OF THE TOWN OF GRAND MEADOW, IN THE SW 1/4 OF
 OO1575'SECTION 20, T103N, R14W, ON TH 16 RIGHT OF WAY, 1.25 MILES (2.01 KM)
 OO1575'EAST ALONG TH 16, FROM THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND
 OO1575'MEADOW, AT MILEPOINT 206.9, 26.5 FT (8.1 M) SOUTH OF AND ABOUT 0.5 FT
 OO1575'(15.2 CM) LOWER THAN THE CENTERLINE OF TH 16, SE CORNER ABUTMENT OF
 OO1575'BRIDGE 50004 OVER DEER CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8022 ***********************************************************************
 AE8022  DESIGNATION -  5003 N
 AE8022  PID         -  AE8022
 AE8022  STATE/COUNTY-  MN/MOWER
 AE8022  COUNTRY     -  US
 AE8022  USGS QUAD   -  GRAND MEADOW (1965)
 AE8022
 AE8022                         *CURRENT SURVEY CONTROL
 AE8022  ______________________________________________________________________
 AE8022* NAD 83(1986) POSITION- 43 42 47.     (N) 092 31 46.     (W)   SCALED    
 AE8022* NAVD 88 ORTHO HEIGHT -   400.584  (meters)    1314.25  (feet) ADJUSTED  
 AE8022  ______________________________________________________________________
 AE8022  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 AE8022  DYNAMIC HEIGHT  -        400.492 (meters)     1313.95  (feet) COMP
 AE8022  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 AE8022
 AE8022  VERT ORDER      -  SECOND    CLASS I
 AE8022
 AE8022.The horizontal coordinates were scaled from a topographic map and have
 AE8022.an estimated accuracy of +/- 6 seconds.
 AE8022.
 AE8022.The orthometric height was determined by differential leveling and
 AE8022.adjusted in November 1998.
 AE8022
 AE8022.Photographs are available for this station.
 AE8022
 AE8022.The dynamic height is computed by dividing the NAVD 88
 AE8022.geopotential number by the normal gravity value computed on the
 AE8022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8022.degrees latitude (g = 980.6199 gals.).
 AE8022
 AE8022.The modeled gravity was interpolated from observed gravity values.
 AE8022
 AE8022;                    North         East    Units  Estimated Accuracy
 AE8022;SPC MN S     -   180,300.      918,510.      MT  (+/- 180 meters Scaled)
 AE8022
 AE8022                          SUPERSEDED SURVEY CONTROL
 AE8022
 AE8022.No superseded survey control is available for this station.
 AE8022
 AE8022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ379401(NAD 83)
 AE8022
 AE8022_MARKER: DB = BENCH MARK DISK
 AE8022_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8022_SP_SET: BRIDGE ABUTMENT
 AE8022_STAMPING: 5003 N 1981
 AE8022_MARK LOGO: MNDT  
 AE8022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8022+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8022
 AE8022  HISTORY     - Date     Condition        Report By
 AE8022  HISTORY     - 1981     MONUMENTED       MNDT
 AE8022  HISTORY     - 19910923 GOOD             MNDT
 AE8022
 AE8022                          STATION DESCRIPTION
 AE8022
 AE8022'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8022'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2.25 MILES (3.62 KM)
 AE8022'ENE OF THE TOWN OF GRAND MEADOW, IN THE NW 1/4 OF SECTION 21, T103N,
 AE8022'R14W, ON COUNTY ROAD RIGHT OF WAY, 2.0 MILES (3.2 KM) EAST ALONG TH
 AE8022'16, FROM THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND MEADOW, THEN 0.2
 AE8022'MILE (0.3 KM) NORTH ON A GRAVEL ROAD, 16.0 FT (4.9 M) EAST OF AND
 AE8022'ABOUT LEVEL WITH THE CENTER OF A GRAVEL ROAD, 56.5 FT (17.2 M) NNW OF
 AE8022'A POWER POLE, IN THE ABUTMENT AT THE SE CORNER OF BRIDGE 50527 OVER
 AE8022'DEER CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8023 ***********************************************************************
 AE8023  DESIGNATION -  5003 P
 AE8023  PID         -  AE8023
 AE8023  STATE/COUNTY-  MN/MOWER
 AE8023  COUNTRY     -  US
 AE8023  USGS QUAD   -  GRAND MEADOW (1965)
 AE8023
 AE8023                         *CURRENT SURVEY CONTROL
 AE8023  ______________________________________________________________________
 AE8023* NAD 83(1986) POSITION- 43 42 37.     (N) 092 31 36.     (W)   SCALED    
 AE8023* NAVD 88 ORTHO HEIGHT -   400.934  (meters)    1315.40  (feet) ADJUSTED  
 AE8023  ______________________________________________________________________
 AE8023  GEOID HEIGHT    -        -29.85  (meters)                     GEOID09
 AE8023  DYNAMIC HEIGHT  -        400.843 (meters)     1315.10  (feet) COMP
 AE8023  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 AE8023
 AE8023  VERT ORDER      -  SECOND    CLASS I
 AE8023
 AE8023.The horizontal coordinates were scaled from a topographic map and have
 AE8023.an estimated accuracy of +/- 6 seconds.
 AE8023.
 AE8023.The orthometric height was determined by differential leveling and
 AE8023.adjusted in November 1998.
 AE8023
 AE8023.Photographs are available for this station.
 AE8023
 AE8023.The dynamic height is computed by dividing the NAVD 88
 AE8023.geopotential number by the normal gravity value computed on the
 AE8023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8023.degrees latitude (g = 980.6199 gals.).
 AE8023
 AE8023.The modeled gravity was interpolated from observed gravity values.
 AE8023
 AE8023;                    North         East    Units  Estimated Accuracy
 AE8023;SPC MN S     -   179,990.      918,740.      MT  (+/- 180 meters Scaled)
 AE8023
 AE8023                          SUPERSEDED SURVEY CONTROL
 AE8023
 AE8023.No superseded survey control is available for this station.
 AE8023
 AE8023_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ381398(NAD 83)
 AE8023
 AE8023_MARKER: DV = VERTICAL CONTROL DISK
 AE8023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8023_SP_SET: BOX CULVERT
 AE8023_STAMPING: 5003 P 1981
 AE8023_MARK LOGO: MNDT  
 AE8023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8023+STABILITY: SURFACE MOTION
 AE8023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8023+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8023
 AE8023  HISTORY     - Date     Condition        Report By
 AE8023  HISTORY     - 1981     MONUMENTED       MNDT
 AE8023  HISTORY     - 19910923 GOOD             MNDT
 AE8023
 AE8023                          STATION DESCRIPTION
 AE8023
 AE8023'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8023'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 2.5 MILES (4.0 KM) EAST
 AE8023'OF THE TOWN OF GRAND MEADOW, IN THE SE 1/4 OF SECTION 20, T103N, R14W,
 AE8023'IN A COUNTY PARK, 2.2 MILES (3.5 KM) EAST ALONG TH 16, FROM THE JCT OF
 AE8023'TH 16 AND COUNTY ROAD 8 IN GRAND MEADOW, AT MILEPOINT 207.85, 24.5 FT
 AE8023'(7.5 M) SOUTH OF AND ABOUT 1.5 FT (0.5 M) LOWER THAN THE CENTERLINE OF
 AE8023'TH 16, 0.5 FT (15.2 CM) WEST OF THE SE CORNER OF A BOX CULVERT, 12.2
 AE8023'FT (3.7 M) ESE OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1576 ***********************************************************************
 OO1576  DESIGNATION -  5003 Q
 OO1576  PID         -  OO1576
 OO1576  STATE/COUNTY-  MN/MOWER
 OO1576  COUNTRY     -  US
 OO1576  USGS QUAD   -  GRAND MEADOW (1965)
 OO1576
 OO1576                         *CURRENT SURVEY CONTROL
 OO1576  ______________________________________________________________________
 OO1576* NAD 83(1986) POSITION- 43 42 39.     (N) 092 30 35.     (W)   SCALED    
 OO1576* NAVD 88 ORTHO HEIGHT -   404.821  (meters)    1328.15  (feet) ADJUSTED  
 OO1576  ______________________________________________________________________
 OO1576  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 OO1576  DYNAMIC HEIGHT  -        404.729 (meters)     1327.85  (feet) COMP
 OO1576  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 OO1576
 OO1576  VERT ORDER      -  FIRST     CLASS II
 OO1576
 OO1576.The horizontal coordinates were scaled from a topographic map and have
 OO1576.an estimated accuracy of +/- 6 seconds.
 OO1576.
 OO1576.The orthometric height was determined by differential leveling and
 OO1576.adjusted in June 1991.
 OO1576
 OO1576.Photographs are available for this station.
 OO1576
 OO1576.The dynamic height is computed by dividing the NAVD 88
 OO1576.geopotential number by the normal gravity value computed on the
 OO1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1576.degrees latitude (g = 980.6199 gals.).
 OO1576
 OO1576.The modeled gravity was interpolated from observed gravity values.
 OO1576
 OO1576;                    North         East    Units  Estimated Accuracy
 OO1576;SPC MN S     -   180,080.      920,100.      MT  (+/- 180 meters Scaled)
 OO1576
 OO1576                          SUPERSEDED SURVEY CONTROL
 OO1576
 OO1576.No superseded survey control is available for this station.
 OO1576
 OO1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ394398(NAD 83)
 OO1576
 OO1576_MARKER: DV = VERTICAL CONTROL DISK
 OO1576_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1576_SP_SET: ALUMINUM ALLOY ROD
 OO1576_STAMPING: 5003 Q 1981
 OO1576_MARK LOGO: MNDT  
 OO1576_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1576+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 OO1576
 OO1576  HISTORY     - Date     Condition        Report By
 OO1576  HISTORY     - 1981     MONUMENTED       MNDT
 OO1576  HISTORY     - 19900816 GOOD             NGS
 OO1576  HISTORY     - 19910923 GOOD             MNDT
 OO1576
 OO1576                          STATION DESCRIPTION
 OO1576
 OO1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1576'4.8 KM (3.0 MI) EASTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1576'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 47.3 M
 OO1576'(155.2 FT) WEST OF THE CENTER OF COUNTY ROAD 14, 27.3 M (89.6 FT)
 OO1576'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRANKFORD TOWN HALL, 15.6 M
 OO1576'(51.2 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.5 M (1.6 FT) NORTHWEST
 OO1576'OF A UTILITY POLE, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
 OO1576'NOTE--THE ROD IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH THE
 OO1576'GROUND SURFACE.  THE ROD DEPTH IS UNKNOWN AND IS FLUSH WITH THE
 OO1576'GROUND.
 OO1576
 OO1576                          STATION RECOVERY (1991)
 OO1576
 OO1576'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1576'3.0 MILES (4.8 KM) EAST OF THE TOWN OF GRAND MEADOW, IN THE NE 1/4 OF
 OO1576'SECTION 21, T103N, R14W, ON TH 16 RIGHT OF WAY, 3.1 MILES (5.0 KM)
 OO1576'EAST ALONG TH 16, FROM THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND
 OO1576'MEADOW, AT MILEPOINT 208.7, 50.5 FT (15.4 M) NORTH OF AND ABOUT 1.5 FT
 OO1576'(0.5 M) LOWER THAN THE CENTERLINE OF TH 16, 154.5 FT (47.1 M) WEST OF
 OO1576'THE CENTER OF A GRAVEL ROAD, 90.5 FT (27.6 M) SW OF THE SW CORNER OF
 OO1576'THE FRANKFORD TOWN HALL BLDG, 2.0 FT (0.6 M) NW OF A POWER POLE, 0.7
 OO1576'FT (21.3 CM) SOUTH OF A STEEL WITNESS POST, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8024 ***********************************************************************
 AE8024  DESIGNATION -  5003 Q 1
 AE8024  PID         -  AE8024
 AE8024  STATE/COUNTY-  MN/MOWER
 AE8024  COUNTRY     -  US
 AE8024  USGS QUAD   -  GRAND MEADOW (1965)
 AE8024
 AE8024                         *CURRENT SURVEY CONTROL
 AE8024  ______________________________________________________________________
 AE8024* NAD 83(1986) POSITION- 43 42 57.     (N) 092 30 33.     (W)   SCALED    
 AE8024* NAVD 88 ORTHO HEIGHT -   397.900  (meters)    1305.44  (feet) ADJUSTED  
 AE8024  ______________________________________________________________________
 AE8024  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 AE8024  DYNAMIC HEIGHT  -        397.809 (meters)     1305.15  (feet) COMP
 AE8024  MODELED GRAVITY -    980,380.0   (mgal)                       NAVD 88
 AE8024
 AE8024  VERT ORDER      -  SECOND    CLASS I
 AE8024
 AE8024.The horizontal coordinates were scaled from a topographic map and have
 AE8024.an estimated accuracy of +/- 6 seconds.
 AE8024.
 AE8024.The orthometric height was determined by differential leveling and
 AE8024.adjusted in November 1998.
 AE8024
 AE8024.Photographs are available for this station.
 AE8024
 AE8024.The dynamic height is computed by dividing the NAVD 88
 AE8024.geopotential number by the normal gravity value computed on the
 AE8024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8024.degrees latitude (g = 980.6199 gals.).
 AE8024
 AE8024.The modeled gravity was interpolated from observed gravity values.
 AE8024
 AE8024;                    North         East    Units  Estimated Accuracy
 AE8024;SPC MN S     -   180,630.      920,140.      MT  (+/- 180 meters Scaled)
 AE8024
 AE8024                          SUPERSEDED SURVEY CONTROL
 AE8024
 AE8024.No superseded survey control is available for this station.
 AE8024
 AE8024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ395404(NAD 83)
 AE8024
 AE8024_MARKER: DV = VERTICAL CONTROL DISK
 AE8024_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8024_SP_SET: BRIDGE ABUTMENT
 AE8024_STAMPING: 5003 Q 1 1981
 AE8024_MARK LOGO: MNDT  
 AE8024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8024+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1991
 AE8024
 AE8024  HISTORY     - Date     Condition        Report By
 AE8024  HISTORY     - 1981     MONUMENTED       MNDT
 AE8024  HISTORY     - 19910923 GOOD             MNDT
 AE8024
 AE8024                          STATION DESCRIPTION
 AE8024
 AE8024'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8024'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 3.0 MILES (4.8 KM) EAST
 AE8024'OF THE TOWN OF GRAND MEADOW, IN THE NW 1/4 OF SECTION 22, T103N, R14W,
 AE8024'ON COUNTY ROAD RIGHT OF WAY, 3.1 MILES (5.0 KM) EAST ALONG TH 16 FROM
 AE8024'THE JCT OF TH 16 AND COUNTY ROAD 8 IN GRAND MEADOW, THEN 0.4 MILE (0.6
 AE8024'KM) NORTH ON A GRAVEL ROAD, 17.0 FT (5.2 M) EAST OF AND FLUSH WITH THE
 AE8024'CENTER OF A GRAVEL ROAD, IN THE ABUTMENT AT THE SE CORNER OF BRIDGE
 AE8024'50538.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8025 ***********************************************************************
 AE8025  DESIGNATION -  5003 S
 AE8025  PID         -  AE8025
 AE8025  STATE/COUNTY-  MN/MOWER
 AE8025  COUNTRY     -  US
 AE8025  USGS QUAD   -  SPRING VALLEY (1965)
 AE8025
 AE8025                         *CURRENT SURVEY CONTROL
 AE8025  ______________________________________________________________________
 AE8025* NAD 83(1986) POSITION- 43 42 37.     (N) 092 28 47.     (W)   SCALED    
 AE8025* NAVD 88 ORTHO HEIGHT -   399.219  (meters)    1309.77  (feet) ADJUSTED  
 AE8025  ______________________________________________________________________
 AE8025  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 AE8025  DYNAMIC HEIGHT  -        399.129 (meters)     1309.48  (feet) COMP
 AE8025  MODELED GRAVITY -    980,381.7   (mgal)                       NAVD 88
 AE8025
 AE8025  VERT ORDER      -  SECOND    CLASS I
 AE8025
 AE8025.The horizontal coordinates were scaled from a topographic map and have
 AE8025.an estimated accuracy of +/- 6 seconds.
 AE8025.
 AE8025.The orthometric height was determined by differential leveling and
 AE8025.adjusted in November 1998.
 AE8025
 AE8025.Photographs are available for this station.
 AE8025
 AE8025.The dynamic height is computed by dividing the NAVD 88
 AE8025.geopotential number by the normal gravity value computed on the
 AE8025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8025.degrees latitude (g = 980.6199 gals.).
 AE8025
 AE8025.The modeled gravity was interpolated from observed gravity values.
 AE8025
 AE8025;                    North         East    Units  Estimated Accuracy
 AE8025;SPC MN S     -   180,060.      922,520.      MT  (+/- 180 meters Scaled)
 AE8025
 AE8025                          SUPERSEDED SURVEY CONTROL
 AE8025
 AE8025.No superseded survey control is available for this station.
 AE8025
 AE8025_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ419398(NAD 83)
 AE8025
 AE8025_MARKER: DV = VERTICAL CONTROL DISK
 AE8025_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8025_SP_SET: HEADWALL BOX CULVERT
 AE8025_STAMPING: 5003 S 1981
 AE8025_MARK LOGO: MNDT  
 AE8025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8025+STABILITY: SURFACE MOTION
 AE8025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8025+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 AE8025
 AE8025  HISTORY     - Date     Condition        Report By
 AE8025  HISTORY     - 1981     MONUMENTED       MNDT
 AE8025  HISTORY     - 19910923 GOOD             MNDT
 AE8025  HISTORY     - 20070801 GOOD             MNDT
 AE8025
 AE8025                          STATION DESCRIPTION
 AE8025
 AE8025'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8025'THE MARK WAS RECOVERED IN GOOD CONDITION ABOUT 4.5 MILES (7.2 KM) EAST
 AE8025'OF THE TOWN OF GRAND MEADOW IN THE SW 1/4 OF SECTION 23, T103N, R14W,
 AE8025'ON TH 16 RIGHT OF WAY, 0.1 MILE (0.2 KM) WEST ALONG TH 16 FROM THE JCT
 AE8025'OF TH 16 AND TH 63 NORTH, AT MILEPOINT 210.15, 35.5 FT (10.8 M) SOUTH
 AE8025'OF AND ABOUT 2.0 FT (0.6 M) LOWER THAN THE CENTERLINE OF TH 16, 0.5 FT
 AE8025'(15.2 CM) WEST OF THE SE CORNER OF A BOX CULVERT, 137.0 FT (41.8 M)
 AE8025'WEST OF THE JCT OF TH 16 AND TH 63 NORTH, AND 8.1 FT (2.5 M) ESE OF A
 AE8025'STEEL WITNESS POST.
 AE8025
 AE8025                          STATION RECOVERY (2007)
 AE8025
 AE8025'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8025'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1578 ***********************************************************************
 OO1578  DESIGNATION -  5003 T
 OO1578  PID         -  OO1578
 OO1578  STATE/COUNTY-  MN/MOWER
 OO1578  COUNTRY     -  US
 OO1578  USGS QUAD   -  SPRING VALLEY (1965)
 OO1578
 OO1578                         *CURRENT SURVEY CONTROL
 OO1578  ______________________________________________________________________
 OO1578* NAD 83(1986) POSITION- 43 42 38.9    (N) 092 27 55.3    (W)   HD_HELD2  
 OO1578* NAVD 88 ORTHO HEIGHT -   403.001  (meters)    1322.18  (feet) ADJUSTED  
 OO1578  ______________________________________________________________________
 OO1578  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 OO1578  DYNAMIC HEIGHT  -        402.910 (meters)     1321.88  (feet) COMP
 OO1578  MODELED GRAVITY -    980,382.4   (mgal)                       NAVD 88
 OO1578
 OO1578  VERT ORDER      -  FIRST     CLASS II
 OO1578
 OO1578.The horizontal coordinates were established by autonomous hand held GPS
 OO1578.observations and have an estimated accuracy of +/- 10 meters.
 OO1578.
 OO1578.The orthometric height was determined by differential leveling and
 OO1578.adjusted in June 1991.
 OO1578
 OO1578.Photographs are available for this station.
 OO1578
 OO1578.The dynamic height is computed by dividing the NAVD 88
 OO1578.geopotential number by the normal gravity value computed on the
 OO1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1578.degrees latitude (g = 980.6199 gals.).
 OO1578
 OO1578.The modeled gravity was interpolated from observed gravity values.
 OO1578
 OO1578;                    North         East    Units  Estimated Accuracy
 OO1578;SPC MN S     -   180,141.      923,679.      MT  (+/- 10 meters HH2 GPS)
 OO1578
 OO1578                          SUPERSEDED SURVEY CONTROL
 OO1578
 OO1578.No superseded survey control is available for this station.
 OO1578
 OO1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4307139892(NAD 83)
 OO1578
 OO1578_MARKER: DV = VERTICAL CONTROL DISK
 OO1578_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OO1578_SP_SET: ALUMINUM ALLOY ROD
 OO1578_STAMPING: 5003 T 1981
 OO1578_MARK LOGO: MNDT  
 OO1578_PROJECTION: FLUSH
 OO1578_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO1578+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 OO1578
 OO1578  HISTORY     - Date     Condition        Report By
 OO1578  HISTORY     - 1981     MONUMENTED       MNDT
 OO1578  HISTORY     - 19900821 GOOD             NGS
 OO1578  HISTORY     - 19910923 GOOD             MNDT
 OO1578  HISTORY     - 20051208 GOOD             MNDT
 OO1578  HISTORY     - 20070801 GOOD             MNDT
 OO1578
 OO1578                          STATION DESCRIPTION
 OO1578
 OO1578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1578'8.4 KM (5.2 MI) EASTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1578'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, 1.3 KM (0.8
 OO1578'MI) WEST OF THE MOWER-FILLMORE COUNTY LINE, 59.4 M (194.9 FT) EAST OF
 OO1578'THE CENTER OF A FIELD ENTRANCE, 15.4 M (50.5 FT) NORTH OF THE HIGHWAY
 OO1578'CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3
 OO1578'FT) EAST OF A UTILITY POLE, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 OO1578'POST.  NOTE--THE ROD IS ENCASED IN A 6-INCH CONCRETE PIPE THAT
 OO1578'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  THE ROD DEPTH IS
 OO1578'UNKNOWN AND IS RECESSED 0.2 CM (0.07 IN).
 OO1578
 OO1578                          STATION RECOVERY (1991)
 OO1578
 OO1578'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1578'4.0 MILES (6.4 KM) NW OF THE TOWN OF SPRING VALLEY IN THE NW 1/4 OF
 OO1578'SECTION 24, T103N, R14W, ON TH 16 RIGHT OF WAY, 0.6 MILE (1.0 KM) EAST
 OO1578'ALONG TH 16, FROM THE JCT OF TH 16 AND TH 63 NORTH, AT MILEPOINT
 OO1578'210.9, 50.0 FT (15.2 M) NORTH OF AND ABOUT 2.0 FT (0.6 M) LOWER THAN
 OO1578'THE CENTERLINE OF TH 16, 1.5 FT (0.5 M) EAST OF A POWER POLE, 0.9 FT
 OO1578'(27.4 CM) SOUTH OF A STEEL WITNESS POST, AND PROJECTS 0.1 FT (3.0 CM)
 OO1578'ABOVE THE GROUND.
 OO1578
 OO1578                          STATION RECOVERY (2005)
 OO1578
 OO1578'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO1578'4.0 MI (6.4 KM) NORTHWEST OF SPRING VALLEY, 0.6 MI (1.0 KM) EAST ALONG
 OO1578'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND TRUNK
 OO1578'HIGHWAY 63 NORTH, 0.8 MI (1.3 KM) WEST OF COUNTY LINE, AT TRUNK
 OO1578'HIGHWAY 16 MILE POINT 210.9, 194.9 FT (59.4 M) EAST OF A FIELD
 OO1578'ENTRANCE, 50 FT (15.2 M) NORTH OF TRUNK HIGHWAY 16, 10.2 FT (3.1 M)
 OO1578'EAST OF POWER POLE, 3.4 FT (1.0 M) EAST OF A WITNESS POST.
 OO1578
 OO1578                          STATION RECOVERY (2007)
 OO1578
 OO1578'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 OO1578'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8026 ***********************************************************************
 AE8026  DESIGNATION -  5003 U
 AE8026  PID         -  AE8026
 AE8026  STATE/COUNTY-  MN/MOWER
 AE8026  COUNTRY     -  US
 AE8026  USGS QUAD   -  SPRING VALLEY (1965)
 AE8026
 AE8026                         *CURRENT SURVEY CONTROL
 AE8026  ______________________________________________________________________
 AE8026* NAD 83(1986) POSITION- 43 42 38.2    (N) 092 27 13.1    (W)   HD_HELD2  
 AE8026* NAVD 88 ORTHO HEIGHT -   398.075  (meters)    1306.02  (feet) ADJUSTED  
 AE8026  ______________________________________________________________________
 AE8026  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 AE8026  DYNAMIC HEIGHT  -        397.986 (meters)     1305.73  (feet) COMP
 AE8026  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 AE8026
 AE8026  VERT ORDER      -  SECOND    CLASS I
 AE8026
 AE8026.The horizontal coordinates were established by autonomous hand held GPS
 AE8026.observations and have an estimated accuracy of +/- 10 meters.
 AE8026.
 AE8026.The orthometric height was determined by differential leveling and
 AE8026.adjusted in November 1998.
 AE8026
 AE8026.Photographs are available for this station.
 AE8026
 AE8026.The dynamic height is computed by dividing the NAVD 88
 AE8026.geopotential number by the normal gravity value computed on the
 AE8026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8026.degrees latitude (g = 980.6199 gals.).
 AE8026
 AE8026.The modeled gravity was interpolated from observed gravity values.
 AE8026
 AE8026;                    North         East    Units  Estimated Accuracy
 AE8026;SPC MN S     -   180,137.      924,624.      MT  (+/- 10 meters HH2 GPS)
 AE8026
 AE8026                          SUPERSEDED SURVEY CONTROL
 AE8026
 AE8026.No superseded survey control is available for this station.
 AE8026
 AE8026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ4401639876(NAD 83)
 AE8026
 AE8026_MARKER: DV = VERTICAL CONTROL DISK
 AE8026_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8026_SP_SET: HEADWALL BOX CULVERT
 AE8026_STAMPING: 5003 U 1981
 AE8026_MARK LOGO: MNDT  
 AE8026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE8026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8026+STABILITY: SURFACE MOTION
 AE8026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8026+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 AE8026
 AE8026  HISTORY     - Date     Condition        Report By
 AE8026  HISTORY     - 1981     MONUMENTED       MNDT
 AE8026  HISTORY     - 19910923 GOOD             MNDT
 AE8026  HISTORY     - 20051208 GOOD             MNDT
 AE8026  HISTORY     - 20070801 GOOD             MNDT
 AE8026
 AE8026                          STATION DESCRIPTION
 AE8026
 AE8026'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8026'3.5 MI (5.6 KM) NW OF THE TOWN OF SPRING VALLEY IN THE SE 1/4 OF
 AE8026'SECTION 24, T103N, R14W, ON TH 16 RIGHT OF WAY, 1.3 MILE (2.1 KM) EAST
 AE8026'ALONG TH 16, FROM THE JCT OF TH 16 AND TH 63 NORTH, AT MILEPOINT
 AE8026'211.5, 21.5 FT (6.6 M) SOUTH OF AND ABOUT 0.5 FT (15.2 CM) LOWER THAN
 AE8026'THE CENTERLINE OF TH 16, 5.8 FT (1.8 M) WEST OF THE SE CORNER OF A BOX
 AE8026'CULVERT, AND 14.5 FT (4.4 M) ENE OF A STEEL WITNESS POST.
 AE8026
 AE8026                          STATION RECOVERY (2005)
 AE8026
 AE8026'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AE8026'RECOVERED AS DESCRIBED.
 AE8026
 AE8026                          STATION RECOVERY (2007)
 AE8026
 AE8026'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9441 ***********************************************************************
 AE9441  DESIGNATION -  5005 A
 AE9441  PID         -  AE9441
 AE9441  STATE/COUNTY-  MN/MOWER
 AE9441  COUNTRY     -  US
 AE9441  USGS QUAD   -  ROSE CREEK (1982)
 AE9441
 AE9441                         *CURRENT SURVEY CONTROL
 AE9441  ______________________________________________________________________
 AE9441* NAD 83(1986) POSITION- 43 36 23.     (N) 092 49 45.     (W)   SCALED    
 AE9441* NAVD 88 ORTHO HEIGHT -   381.238  (meters)    1250.78  (feet) ADJUSTED  
 AE9441  ______________________________________________________________________
 AE9441  GEOID HEIGHT    -        -29.39  (meters)                     GEOID09
 AE9441  DYNAMIC HEIGHT  -        381.151 (meters)     1250.49  (feet) COMP
 AE9441  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 AE9441
 AE9441  VERT ORDER      -  SECOND    CLASS I
 AE9441
 AE9441.The horizontal coordinates were scaled from a topographic map and have
 AE9441.an estimated accuracy of +/- 6 seconds.
 AE9441.
 AE9441.The orthometric height was determined by differential leveling and
 AE9441.adjusted in November 1998.
 AE9441
 AE9441.Photographs are available for this station.
 AE9441
 AE9441.The dynamic height is computed by dividing the NAVD 88
 AE9441.geopotential number by the normal gravity value computed on the
 AE9441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9441.degrees latitude (g = 980.6199 gals.).
 AE9441
 AE9441.The modeled gravity was interpolated from observed gravity values.
 AE9441
 AE9441;                    North         East    Units  Estimated Accuracy
 AE9441;SPC MN S     -   168,060.      894,530.      MT  (+/- 180 meters Scaled)
 AE9441
 AE9441                          SUPERSEDED SURVEY CONTROL
 AE9441
 AE9441.No superseded survey control is available for this station.
 AE9441
 AE9441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ137281(NAD 83)
 AE9441
 AE9441_MARKER: DB = BENCH MARK DISK
 AE9441_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9441_STAMPING: 5005 A 1991
 AE9441_MARK LOGO: MNDT  
 AE9441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9441+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9441
 AE9441  HISTORY     - Date     Condition        Report By
 AE9441  HISTORY     - 1953     MONUMENTED       MNDT
 AE9441  HISTORY     - 19911212 GOOD             MNDT
 AE9441
 AE9441                          STATION DESCRIPTION
 AE9441
 AE9441'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9441'IN ROSE CREEK, 140.0 FT (42.7 M) WEST ALONG TH 56 FROM THE JCT OF TH 5
 AE9441'AND CO RD 19, AT TH 56 MP 25.2, 75.5 FT (23.0 M) NORTH OF TH 56, 140.0
 AE9441'FT (42.7 M) WEST OF CO RD 19, 109.6 FT (33.4 M) WEST OF A P-POLE, 0.7
 AE9441'FT (21.3 CM) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9453 ***********************************************************************
 AE9453  DESIGNATION -  5005 AC
 AE9453  PID         -  AE9453
 AE9453  STATE/COUNTY-  MN/MOWER
 AE9453  COUNTRY     -  US
 AE9453  USGS QUAD   -  ADAMS (1965)
 AE9453
 AE9453                         *CURRENT SURVEY CONTROL
 AE9453  ______________________________________________________________________
 AE9453* NAD 83(1986) POSITION- 43 33 38.     (N) 092 41 20.     (W)   SCALED    
 AE9453* NAVD 88 ORTHO HEIGHT -   402.747  (meters)    1321.35  (feet) ADJUSTED  
 AE9453  ______________________________________________________________________
 AE9453  GEOID HEIGHT    -        -29.70  (meters)                     GEOID09
 AE9453  DYNAMIC HEIGHT  -        402.651 (meters)     1321.03  (feet) COMP
 AE9453  MODELED GRAVITY -    980,369.4   (mgal)                       NAVD 88
 AE9453
 AE9453  VERT ORDER      -  SECOND    CLASS I
 AE9453
 AE9453.The horizontal coordinates were scaled from a topographic map and have
 AE9453.an estimated accuracy of +/- 6 seconds.
 AE9453.
 AE9453.The orthometric height was determined by differential leveling and
 AE9453.adjusted in November 1998.
 AE9453
 AE9453.Photographs are available for this station.
 AE9453
 AE9453.The dynamic height is computed by dividing the NAVD 88
 AE9453.geopotential number by the normal gravity value computed on the
 AE9453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9453.degrees latitude (g = 980.6199 gals.).
 AE9453
 AE9453.The modeled gravity was interpolated from observed gravity values.
 AE9453
 AE9453;                    North         East    Units  Estimated Accuracy
 AE9453;SPC MN S     -   163,140.      905,930.      MT  (+/- 180 meters Scaled)
 AE9453
 AE9453                          SUPERSEDED SURVEY CONTROL
 AE9453
 AE9453.No superseded survey control is available for this station.
 AE9453
 AE9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ251231(NAD 83)
 AE9453
 AE9453_MARKER: DV = VERTICAL CONTROL DISK
 AE9453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9453_STAMPING: 5005 AC 1991
 AE9453_MARK LOGO: MNDT  
 AE9453_PROJECTION: RECESSED 3 CENTIMETERS
 AE9453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9453+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9453_ROD/PIPE-DEPTH:  5.5 meters
 AE9453
 AE9453  HISTORY     - Date     Condition        Report By
 AE9453  HISTORY     - 1991     MONUMENTED       MNDT
 AE9453
 AE9453                          STATION DESCRIPTION
 AE9453
 AE9453'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9453'1-1/2 MI ESE OF ADAMS, 1.55 MI (2.49 KM) ALONG TH 56 FROM THE JCT OF
 AE9453'TH 56 AND CO RD 7, AT TH 56 MP 17.3, 106.0 FT (32.3 M) SSW OF TH 56,
 AE9453'56.0 FT (17.1 M) EAST OF A TWP RD, 3.0 FT (0.9 M) WEST OF A P-POLE,
 AE9453'1.2 FT (0.4 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9456 ***********************************************************************
 AE9456  DESIGNATION -  5005 AD
 AE9456  PID         -  AE9456
 AE9456  STATE/COUNTY-  MN/MOWER
 AE9456  COUNTRY     -  US
 AE9456  USGS QUAD   -  ADAMS (1965)
 AE9456
 AE9456                         *CURRENT SURVEY CONTROL
 AE9456  ______________________________________________________________________
 AE9456* NAD 83(1986) POSITION- 43 33 28.     (N) 092 38 01.     (W)   SCALED    
 AE9456* NAVD 88 ORTHO HEIGHT -   406.866  (meters)    1334.86  (feet) ADJUSTED  
 AE9456  ______________________________________________________________________
 AE9456  GEOID HEIGHT    -        -29.77  (meters)                     GEOID09
 AE9456  DYNAMIC HEIGHT  -        406.768 (meters)     1334.54  (feet) COMP
 AE9456  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 AE9456
 AE9456  VERT ORDER      -  SECOND    CLASS I
 AE9456
 AE9456.The horizontal coordinates were scaled from a topographic map and have
 AE9456.an estimated accuracy of +/- 6 seconds.
 AE9456.
 AE9456.The orthometric height was determined by differential leveling and
 AE9456.adjusted in November 1998.
 AE9456
 AE9456.Photographs are available for this station.
 AE9456
 AE9456.The dynamic height is computed by dividing the NAVD 88
 AE9456.geopotential number by the normal gravity value computed on the
 AE9456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9456.degrees latitude (g = 980.6199 gals.).
 AE9456
 AE9456.The modeled gravity was interpolated from observed gravity values.
 AE9456
 AE9456;                    North         East    Units  Estimated Accuracy
 AE9456;SPC MN S     -   162,900.      910,410.      MT  (+/- 180 meters Scaled)
 AE9456
 AE9456                          SUPERSEDED SURVEY CONTROL
 AE9456
 AE9456.No superseded survey control is available for this station.
 AE9456
 AE9456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ295228(NAD 83)
 AE9456
 AE9456_MARKER: DV = VERTICAL CONTROL DISK
 AE9456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9456_SP_SET: BOX CULVERT
 AE9456_STAMPING: 5005 AD 1991
 AE9456_MARK LOGO: MNDT  
 AE9456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9456+STABILITY: SURFACE MOTION
 AE9456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9456+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9456
 AE9456  HISTORY     - Date     Condition        Report By
 AE9456  HISTORY     - 1991     MONUMENTED       MNDT
 AE9456
 AE9456                          STATION DESCRIPTION
 AE9456
 AE9456'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9456'1/2 MI EAST OF TAOPI, 0.25 MI (0.40 KM) WEST ALONG TH 56 FROM THE JCT
 AE9456'OF TH 56 AND CO RD 9, AT TH 56 MP 14.45, 26.0 FT (7.9 M) SOUTH OF TH
 AE9456'56, 0.7 FT (21.3 CM) WEST OF THE SE COR OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9457 ***********************************************************************
 AE9457  DESIGNATION -  5005 AE
 AE9457  PID         -  AE9457
 AE9457  STATE/COUNTY-  MN/MOWER
 AE9457  COUNTRY     -  US
 AE9457  USGS QUAD   -  LE ROY (1965)
 AE9457
 AE9457                         *CURRENT SURVEY CONTROL
 AE9457  ______________________________________________________________________
 AE9457* NAD 83(1986) POSITION- 43 33 29.     (N) 092 37 08.     (W)   SCALED    
 AE9457* NAVD 88 ORTHO HEIGHT -   402.911  (meters)    1321.88  (feet) ADJUSTED  
 AE9457  ______________________________________________________________________
 AE9457  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 AE9457  DYNAMIC HEIGHT  -        402.814 (meters)     1321.57  (feet) COMP
 AE9457  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 AE9457
 AE9457  VERT ORDER      -  SECOND    CLASS I
 AE9457
 AE9457.The horizontal coordinates were scaled from a topographic map and have
 AE9457.an estimated accuracy of +/- 6 seconds.
 AE9457.
 AE9457.The orthometric height was determined by differential leveling and
 AE9457.adjusted in November 1998.
 AE9457
 AE9457.Photographs are available for this station.
 AE9457
 AE9457.The dynamic height is computed by dividing the NAVD 88
 AE9457.geopotential number by the normal gravity value computed on the
 AE9457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9457.degrees latitude (g = 980.6199 gals.).
 AE9457
 AE9457.The modeled gravity was interpolated from observed gravity values.
 AE9457
 AE9457;                    North         East    Units  Estimated Accuracy
 AE9457;SPC MN S     -   162,950.      911,590.      MT  (+/- 180 meters Scaled)
 AE9457
 AE9457                          SUPERSEDED SURVEY CONTROL
 AE9457
 AE9457.No superseded survey control is available for this station.
 AE9457
 AE9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ307228(NAD 83)
 AE9457
 AE9457_MARKER: DV = VERTICAL CONTROL DISK
 AE9457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9457_SP_SET: BOX CULVERT
 AE9457_STAMPING: 5005 AE 1992
 AE9457_MARK LOGO: MNDT  
 AE9457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9457+STABILITY: SURFACE MOTION
 AE9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9457+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9457
 AE9457  HISTORY     - Date     Condition        Report By
 AE9457  HISTORY     - 1992     MONUMENTED       MNDT
 AE9457
 AE9457                          STATION DESCRIPTION
 AE9457
 AE9457'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9457'1-1/4 MI EAST OF TAOPI, 0.55 MI (0.89 KM) EAST ALONG TH 56 FROM THE
 AE9457'JCT OF TH 56 AND CO RD 9, AT TH 56 MP 13.65, 46.5 FT (14.2 M) NORTH OF
 AE9457'TH 56, 0.8 FT (24.4 CM) WEST OF THE NE COR OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9458 ***********************************************************************
 AE9458  DESIGNATION -  5005 AF
 AE9458  PID         -  AE9458
 AE9458  STATE/COUNTY-  MN/MOWER
 AE9458  COUNTRY     -  US
 AE9458  USGS QUAD   -  LE ROY (1965)
 AE9458
 AE9458                         *CURRENT SURVEY CONTROL
 AE9458  ______________________________________________________________________
 AE9458* NAD 83(1986) POSITION- 43 33 04.     (N) 092 35 21.     (W)   SCALED    
 AE9458* NAVD 88 ORTHO HEIGHT -   400.290  (meters)    1313.28  (feet) ADJUSTED  
 AE9458  ______________________________________________________________________
 AE9458  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 AE9458  DYNAMIC HEIGHT  -        400.194 (meters)     1312.97  (feet) COMP
 AE9458  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 AE9458
 AE9458  VERT ORDER      -  SECOND    CLASS I
 AE9458
 AE9458.The horizontal coordinates were scaled from a topographic map and have
 AE9458.an estimated accuracy of +/- 6 seconds.
 AE9458.
 AE9458.The orthometric height was determined by differential leveling and
 AE9458.adjusted in November 1998.
 AE9458
 AE9458.Photographs are available for this station.
 AE9458
 AE9458.The dynamic height is computed by dividing the NAVD 88
 AE9458.geopotential number by the normal gravity value computed on the
 AE9458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9458.degrees latitude (g = 980.6199 gals.).
 AE9458
 AE9458.The modeled gravity was interpolated from observed gravity values.
 AE9458
 AE9458;                    North         East    Units  Estimated Accuracy
 AE9458;SPC MN S     -   162,220.      914,010.      MT  (+/- 180 meters Scaled)
 AE9458
 AE9458                          SUPERSEDED SURVEY CONTROL
 AE9458
 AE9458.No superseded survey control is available for this station.
 AE9458
 AE9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ331220(NAD 83)
 AE9458
 AE9458_MARKER: DV = VERTICAL CONTROL DISK
 AE9458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9458_STAMPING: 5005 AF 1992
 AE9458_MARK LOGO: MNDT  
 AE9458_PROJECTION: FLUSH
 AE9458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9458+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9458_ROD/PIPE-DEPTH:  4.6 meters
 AE9458
 AE9458  HISTORY     - Date     Condition        Report By
 AE9458  HISTORY     - 1992     MONUMENTED       MNDT
 AE9458
 AE9458                          STATION DESCRIPTION
 AE9458
 AE9458'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9458'3 MI (4.8 KM) SE OF TAOPI, 2.15 MI (3.46 KM) EAST ALONG TH 56 FROM THE
 AE9458'JCT OF TH 56 AND CO RD 9, AT TH 56 MP 12.05, 90.0 FT (27.4 M) NE OF TH
 AE9458'56, 30.0 FT (9.1 M) WEST OF A TWP RD, 3.0 FT (0.9 M) SOUTH OF A
 AE9458'P-POLE, 1.3 FT (0.4 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9459 ***********************************************************************
 AE9459  DESIGNATION -  5005 AG
 AE9459  PID         -  AE9459
 AE9459  STATE/COUNTY-  MN/MOWER
 AE9459  COUNTRY     -  US
 AE9459  USGS QUAD   -  LE ROY (1965)
 AE9459
 AE9459                         *CURRENT SURVEY CONTROL
 AE9459  ______________________________________________________________________
 AE9459* NAD 83(1986) POSITION- 43 32 39.     (N) 092 34 36.     (W)   SCALED    
 AE9459* NAVD 88 ORTHO HEIGHT -   396.137  (meters)    1299.66  (feet) ADJUSTED  
 AE9459  ______________________________________________________________________
 AE9459  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 AE9459  DYNAMIC HEIGHT  -        396.042 (meters)     1299.35  (feet) COMP
 AE9459  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 AE9459
 AE9459  VERT ORDER      -  SECOND    CLASS I
 AE9459
 AE9459.The horizontal coordinates were scaled from a topographic map and have
 AE9459.an estimated accuracy of +/- 6 seconds.
 AE9459.
 AE9459.The orthometric height was determined by differential leveling and
 AE9459.adjusted in November 1998.
 AE9459
 AE9459.Photographs are available for this station.
 AE9459
 AE9459.The dynamic height is computed by dividing the NAVD 88
 AE9459.geopotential number by the normal gravity value computed on the
 AE9459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9459.degrees latitude (g = 980.6199 gals.).
 AE9459
 AE9459.The modeled gravity was interpolated from observed gravity values.
 AE9459
 AE9459;                    North         East    Units  Estimated Accuracy
 AE9459;SPC MN S     -   161,470.      915,030.      MT  (+/- 180 meters Scaled)
 AE9459
 AE9459                          SUPERSEDED SURVEY CONTROL
 AE9459
 AE9459.No superseded survey control is available for this station.
 AE9459
 AE9459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ341213(NAD 83)
 AE9459
 AE9459_MARKER: DV = VERTICAL CONTROL DISK
 AE9459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9459_STAMPING: 5005 AG 1992
 AE9459_MARK LOGO: MNDT  
 AE9459_PROJECTION: FLUSH
 AE9459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9459+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9459_ROD/PIPE-DEPTH:  4.6 meters
 AE9459
 AE9459  HISTORY     - Date     Condition        Report By
 AE9459  HISTORY     - 1992     MONUMENTED       MNDT
 AE9459
 AE9459                          STATION DESCRIPTION
 AE9459
 AE9459'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9459'3-3/4 MI SE OF TAOPI, 2.9 MI (4.7 KM) EAST ALONG TH 56 FROM THE JCT OF
 AE9459'TH 56 AND CO RD 9, AT TH 56 MP 11.3, THEN 450.0 FT (137.2 M) ENE ALONG
 AE9459'A TWP RD, 22.5 FT (6.9 M) NORTH OF A TWP RD, 3.2 FT (1.0 M) WEST OF A
 AE9459'P-POLE, 15.0 FT (4.6 M) EAST OF A FIELD ENT, 1.1 FT (0.3 M) WEST OF A
 AE9459'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9460 ***********************************************************************
 AE9460  DESIGNATION -  5005 AH
 AE9460  PID         -  AE9460
 AE9460  STATE/COUNTY-  MN/MOWER
 AE9460  COUNTRY     -  US
 AE9460  USGS QUAD   -  LE ROY (1965)
 AE9460
 AE9460                         *CURRENT SURVEY CONTROL
 AE9460  ______________________________________________________________________
 AE9460* NAD 83(1986) POSITION- 43 31 44.     (N) 092 33 35.     (W)   SCALED    
 AE9460* NAVD 88 ORTHO HEIGHT -   396.016  (meters)    1299.26  (feet) ADJUSTED  
 AE9460  ______________________________________________________________________
 AE9460  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 AE9460  DYNAMIC HEIGHT  -        395.921 (meters)     1298.95  (feet) COMP
 AE9460  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 AE9460
 AE9460  VERT ORDER      -  SECOND    CLASS I
 AE9460
 AE9460.The horizontal coordinates were scaled from a topographic map and have
 AE9460.an estimated accuracy of +/- 6 seconds.
 AE9460.
 AE9460.The orthometric height was determined by differential leveling and
 AE9460.adjusted in November 1998.
 AE9460
 AE9460.Photographs are available for this station.
 AE9460
 AE9460.The dynamic height is computed by dividing the NAVD 88
 AE9460.geopotential number by the normal gravity value computed on the
 AE9460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9460.degrees latitude (g = 980.6199 gals.).
 AE9460
 AE9460.The modeled gravity was interpolated from observed gravity values.
 AE9460
 AE9460;                    North         East    Units  Estimated Accuracy
 AE9460;SPC MN S     -   159,790.      916,430.      MT  (+/- 180 meters Scaled)
 AE9460
 AE9460                          SUPERSEDED SURVEY CONTROL
 AE9460
 AE9460.No superseded survey control is available for this station.
 AE9460
 AE9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ355196(NAD 83)
 AE9460
 AE9460_MARKER: DV = VERTICAL CONTROL DISK
 AE9460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9460_STAMPING: 5005 AH 1992
 AE9460_MARK LOGO: MNDT  
 AE9460_PROJECTION: RECESSED 3 CENTIMETERS
 AE9460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9460+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9460_ROD/PIPE-DEPTH:  8.5 meters
 AE9460
 AE9460  HISTORY     - Date     Condition        Report By
 AE9460  HISTORY     - 1992     MONUMENTED       MNDT
 AE9460
 AE9460                          STATION DESCRIPTION
 AE9460
 AE9460'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9460'3 MI (4.8 KM) NW OF LEROY, 3.05 MI (4.91 KM) WEST ALONG TH 56 FROM THE
 AE9460'WEST JCT OF TH 56 AND CO RD 12, AT TH 56 MP 9.85, 117.5 FT (35.8 M) SW
 AE9460'OF TH 56, 21.0 FT (6.4 M) SE OF A FIELD ENT, 1.5 FT (0.5 M) NE OF A
 AE9460'FENCE LINE, 4.7 FT (1.4 M) ESE OF THE EAST GATE POST, 0.8 FT (24.4 CM)
 AE9460'NE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9461 ***********************************************************************
 AE9461  DESIGNATION -  5005 AJ
 AE9461  PID         -  AE9461
 AE9461  STATE/COUNTY-  MN/MOWER
 AE9461  COUNTRY     -  US
 AE9461  USGS QUAD   -  LE ROY (1965)
 AE9461
 AE9461                         *CURRENT SURVEY CONTROL
 AE9461  ______________________________________________________________________
 AE9461* NAD 83(1986) POSITION- 43 31 25.     (N) 092 32 52.     (W)   SCALED    
 AE9461* NAVD 88 ORTHO HEIGHT -   392.695  (meters)    1288.37  (feet) ADJUSTED  
 AE9461  ______________________________________________________________________
 AE9461  GEOID HEIGHT    -        -29.93  (meters)                     GEOID09
 AE9461  DYNAMIC HEIGHT  -        392.601 (meters)     1288.06  (feet) COMP
 AE9461  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 AE9461
 AE9461  VERT ORDER      -  SECOND    CLASS I
 AE9461
 AE9461.The horizontal coordinates were scaled from a topographic map and have
 AE9461.an estimated accuracy of +/- 6 seconds.
 AE9461.
 AE9461.The orthometric height was determined by differential leveling and
 AE9461.adjusted in November 1998.
 AE9461
 AE9461.Photographs are available for this station.
 AE9461
 AE9461.The dynamic height is computed by dividing the NAVD 88
 AE9461.geopotential number by the normal gravity value computed on the
 AE9461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9461.degrees latitude (g = 980.6199 gals.).
 AE9461
 AE9461.The modeled gravity was interpolated from observed gravity values.
 AE9461
 AE9461;                    North         East    Units  Estimated Accuracy
 AE9461;SPC MN S     -   159,220.      917,410.      MT  (+/- 180 meters Scaled)
 AE9461
 AE9461                          SUPERSEDED SURVEY CONTROL
 AE9461
 AE9461.No superseded survey control is available for this station.
 AE9461
 AE9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ365190(NAD 83)
 AE9461
 AE9461_MARKER: DV = VERTICAL CONTROL DISK
 AE9461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9461_STAMPING: 5005 AJ 1992
 AE9461_MARK LOGO: MNDT  
 AE9461_PROJECTION: RECESSED 8 CENTIMETERS
 AE9461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9461+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9461_ROD/PIPE-DEPTH: 15.2 meters
 AE9461
 AE9461  HISTORY     - Date     Condition        Report By
 AE9461  HISTORY     - 1992     MONUMENTED       MNDT
 AE9461
 AE9461                          STATION DESCRIPTION
 AE9461
 AE9461'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9461'2-1/2 MI NW OF LEROY, 2.45 MI (3.94 KM) WEST ALONG TH 56 FROM THE WEST
 AE9461'JCT OF TH 56 AND CO RD 12, AT TH 56 MP 9.25, 86.5 FT (26.4 M) SSW OF
 AE9461'TH 56, 39.5 FT (12.0 M) WEST OF A FIELD ENT, 113.2 FT (34.5 M) WEST OF
 AE9461'A P-POLE, 2.0 FT (0.6 M) NNE OF A FENCE COR, 18.5 FT (5.6 M) WSW OF A
 AE9461'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9462 ***********************************************************************
 AE9462  DESIGNATION -  5005 AK
 AE9462  PID         -  AE9462
 AE9462  STATE/COUNTY-  MN/MOWER
 AE9462  COUNTRY     -  US
 AE9462  USGS QUAD   -  LE ROY (1965)
 AE9462
 AE9462                         *CURRENT SURVEY CONTROL
 AE9462  ______________________________________________________________________
 AE9462* NAD 83(1986) POSITION- 43 31 10.     (N) 092 31 31.     (W)   SCALED    
 AE9462* NAVD 88 ORTHO HEIGHT -   393.583  (meters)    1291.28  (feet) ADJUSTED  
 AE9462  ______________________________________________________________________
 AE9462  GEOID HEIGHT    -        -29.97  (meters)                     GEOID09
 AE9462  DYNAMIC HEIGHT  -        393.489 (meters)     1290.97  (feet) COMP
 AE9462  MODELED GRAVITY -    980,369.3   (mgal)                       NAVD 88
 AE9462
 AE9462  VERT ORDER      -  SECOND    CLASS I
 AE9462
 AE9462.The horizontal coordinates were scaled from a topographic map and have
 AE9462.an estimated accuracy of +/- 6 seconds.
 AE9462.
 AE9462.The orthometric height was determined by differential leveling and
 AE9462.adjusted in November 1998.
 AE9462
 AE9462.Photographs are available for this station.
 AE9462
 AE9462.The dynamic height is computed by dividing the NAVD 88
 AE9462.geopotential number by the normal gravity value computed on the
 AE9462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9462.degrees latitude (g = 980.6199 gals.).
 AE9462
 AE9462.The modeled gravity was interpolated from observed gravity values.
 AE9462
 AE9462;                    North         East    Units  Estimated Accuracy
 AE9462;SPC MN S     -   158,790.      919,230.      MT  (+/- 180 meters Scaled)
 AE9462
 AE9462                          SUPERSEDED SURVEY CONTROL
 AE9462
 AE9462.No superseded survey control is available for this station.
 AE9462
 AE9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ383186(NAD 83)
 AE9462
 AE9462_MARKER: DV = VERTICAL CONTROL DISK
 AE9462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9462_STAMPING: 5005 AK 1992
 AE9462_MARK LOGO: MNDT  
 AE9462_PROJECTION: RECESSED 3 CENTIMETERS
 AE9462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9462+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9462_ROD/PIPE-DEPTH:  7.6 meters
 AE9462
 AE9462  HISTORY     - Date     Condition        Report By
 AE9462  HISTORY     - 1992     MONUMENTED       MNDT
 AE9462
 AE9462                          STATION DESCRIPTION
 AE9462
 AE9462'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9462'1-1/4 MI NW OF LEROY, 1.3 MI (2.1 KM) WEST ALONG TH 56 FROM THE WEST
 AE9462'JCT OF TH 56 AND CO RD 12, AT TH 56 MP 8.1, 77.5 FT (23.6 M) SSW OF TH
 AE9462'56, 2.8 FT (0.9 M) EAST OF A P-POLE, 1.5 FT (0.5 M) EAST OF A WIT
 AE9462'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9463 ***********************************************************************
 AE9463  DESIGNATION -  5005 AL
 AE9463  PID         -  AE9463
 AE9463  STATE/COUNTY-  MN/MOWER
 AE9463  COUNTRY     -  US
 AE9463  USGS QUAD   -  LE ROY (1965)
 AE9463
 AE9463                         *CURRENT SURVEY CONTROL
 AE9463  ______________________________________________________________________
 AE9463* NAD 83(1986) POSITION- 43 30 56.     (N) 092 30 58.     (W)   SCALED    
 AE9463* NAVD 88 ORTHO HEIGHT -   389.444  (meters)    1277.70  (feet) ADJUSTED  
 AE9463  ______________________________________________________________________
 AE9463  GEOID HEIGHT    -        -29.99  (meters)                     GEOID09
 AE9463  DYNAMIC HEIGHT  -        389.351 (meters)     1277.40  (feet) COMP
 AE9463  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 AE9463
 AE9463  VERT ORDER      -  SECOND    CLASS I
 AE9463
 AE9463.The horizontal coordinates were scaled from a topographic map and have
 AE9463.an estimated accuracy of +/- 6 seconds.
 AE9463.
 AE9463.The orthometric height was determined by differential leveling and
 AE9463.adjusted in November 1998.
 AE9463
 AE9463.Photographs are available for this station.
 AE9463
 AE9463.The dynamic height is computed by dividing the NAVD 88
 AE9463.geopotential number by the normal gravity value computed on the
 AE9463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9463.degrees latitude (g = 980.6199 gals.).
 AE9463
 AE9463.The modeled gravity was interpolated from observed gravity values.
 AE9463
 AE9463;                    North         East    Units  Estimated Accuracy
 AE9463;SPC MN S     -   158,380.      919,980.      MT  (+/- 180 meters Scaled)
 AE9463
 AE9463                          SUPERSEDED SURVEY CONTROL
 AE9463
 AE9463.No superseded survey control is available for this station.
 AE9463
 AE9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ391181(NAD 83)
 AE9463
 AE9463_MARKER: DV = VERTICAL CONTROL DISK
 AE9463_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9463_STAMPING: 5005 AL 1992
 AE9463_MARK LOGO: MNDT  
 AE9463_PROJECTION: FLUSH
 AE9463_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9463+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9463_ROD/PIPE-DEPTH:  4.6 meters
 AE9463
 AE9463  HISTORY     - Date     Condition        Report By
 AE9463  HISTORY     - 1992     MONUMENTED       MNDT
 AE9463
 AE9463                          STATION DESCRIPTION
 AE9463
 AE9463'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9463'3/4 MI NW OF LEROY, 0.75 MI (1.21 KM) WEST ALONG TH 56 FROM THE WEST
 AE9463'JCT OF TH 56 AND CO RD 12, AT TH 56 MP 7.55, 73.5 FT (22.4 M) SW OF TH
 AE9463'56, 1.7 FT (0.5 M) EAST OF A TRANSFORMER POLE, 2.2 FT (0.7 M) EAST OF
 AE9463'THE NW COR OF A CYCLONE FENCE, 1.8 FT (0.5 M) NORTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9465 ***********************************************************************
 AE9465  DESIGNATION -  5005 AN
 AE9465  PID         -  AE9465
 AE9465  STATE/COUNTY-  MN/MOWER
 AE9465  COUNTRY     -  US
 AE9465  USGS QUAD   -  OSTRANDER (1965)
 AE9465
 AE9465                         *CURRENT SURVEY CONTROL
 AE9465  ______________________________________________________________________
 AE9465* NAD 83(1986) POSITION- 43 30 27.     (N) 092 29 24.     (W)   SCALED    
 AE9465* NAVD 88 ORTHO HEIGHT -   383.073  (meters)    1256.80  (feet) ADJUSTED  
 AE9465  ______________________________________________________________________
 AE9465  GEOID HEIGHT    -        -30.04  (meters)                     GEOID09
 AE9465  DYNAMIC HEIGHT  -        382.981 (meters)     1256.50  (feet) COMP
 AE9465  MODELED GRAVITY -    980,367.8   (mgal)                       NAVD 88
 AE9465
 AE9465  VERT ORDER      -  SECOND    CLASS I
 AE9465
 AE9465.The horizontal coordinates were scaled from a topographic map and have
 AE9465.an estimated accuracy of +/- 6 seconds.
 AE9465.
 AE9465.The orthometric height was determined by differential leveling and
 AE9465.adjusted in November 1998.
 AE9465
 AE9465.Photographs are available for this station.
 AE9465
 AE9465.The dynamic height is computed by dividing the NAVD 88
 AE9465.geopotential number by the normal gravity value computed on the
 AE9465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9465.degrees latitude (g = 980.6199 gals.).
 AE9465
 AE9465.The modeled gravity was interpolated from observed gravity values.
 AE9465
 AE9465;                    North         East    Units  Estimated Accuracy
 AE9465;SPC MN S     -   157,520.      922,110.      MT  (+/- 180 meters Scaled)
 AE9465
 AE9465                          SUPERSEDED SURVEY CONTROL
 AE9465
 AE9465.No superseded survey control is available for this station.
 AE9465
 AE9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ412173(NAD 83)
 AE9465
 AE9465_MARKER: DV = VERTICAL CONTROL DISK
 AE9465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9465_STAMPING: 5005 AN 1992
 AE9465_MARK LOGO: MNDT  
 AE9465_PROJECTION: RECESSED 3 CENTIMETERS
 AE9465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9465+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE9465_ROD/PIPE-DEPTH:  7.6 meters
 AE9465
 AE9465  HISTORY     - Date     Condition        Report By
 AE9465  HISTORY     - 1992     MONUMENTED       MNDT
 AE9465  HISTORY     - 20070808 GOOD             MNDT
 AE9465
 AE9465                          STATION DESCRIPTION
 AE9465
 AE9465'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9465'3/4 MI EAST OF LEROY, 0.45 MI (0.72 KM) EAST ALONG TH 56 FROM THE EAST
 AE9465'JCT OF TH 56 AND CO RD 12, AT TH 56 MP 6.05, 73.0 FT (22.3 M) SOUTH OF
 AE9465'TH 56, 24.5 FT (7.5 M) EAST OF AN ENTRANCE, 1.9 FT (0.6 M) ESE OF A
 AE9465'GUY POLE, 1.3 FT (0.4 M) SE OF A WIT POST.
 AE9465
 AE9465                          STATION RECOVERY (2007)
 AE9465
 AE9465'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE9465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9466 ***********************************************************************
 AE9466  DESIGNATION -  5005 AP
 AE9466  PID         -  AE9466
 AE9466  STATE/COUNTY-  MN/MOWER
 AE9466  COUNTRY     -  US
 AE9466  USGS QUAD   -  OSTRANDER (1965)
 AE9466
 AE9466                         *CURRENT SURVEY CONTROL
 AE9466  ______________________________________________________________________
 AE9466* NAD 83(1986) POSITION- 43 30 27.     (N) 092 28 44.     (W)   SCALED    
 AE9466* NAVD 88 ORTHO HEIGHT -   381.542  (meters)    1251.78  (feet) ADJUSTED  
 AE9466  ______________________________________________________________________
 AE9466  GEOID HEIGHT    -        -30.06  (meters)                     GEOID09
 AE9466  DYNAMIC HEIGHT  -        381.450 (meters)     1251.47  (feet) COMP
 AE9466  MODELED GRAVITY -    980,366.6   (mgal)                       NAVD 88
 AE9466
 AE9466  VERT ORDER      -  SECOND    CLASS I
 AE9466
 AE9466.The horizontal coordinates were scaled from a topographic map and have
 AE9466.an estimated accuracy of +/- 6 seconds.
 AE9466.
 AE9466.The orthometric height was determined by differential leveling and
 AE9466.adjusted in November 1998.
 AE9466
 AE9466.Photographs are available for this station.
 AE9466
 AE9466.The dynamic height is computed by dividing the NAVD 88
 AE9466.geopotential number by the normal gravity value computed on the
 AE9466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9466.degrees latitude (g = 980.6199 gals.).
 AE9466
 AE9466.The modeled gravity was interpolated from observed gravity values.
 AE9466
 AE9466;                    North         East    Units  Estimated Accuracy
 AE9466;SPC MN S     -   157,540.      923,010.      MT  (+/- 180 meters Scaled)
 AE9466
 AE9466                          SUPERSEDED SURVEY CONTROL
 AE9466
 AE9466.No superseded survey control is available for this station.
 AE9466
 AE9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ421173(NAD 83)
 AE9466
 AE9466_MARKER: DV = VERTICAL CONTROL DISK
 AE9466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9466_STAMPING: 5005 AP 1992
 AE9466_MARK LOGO: MNDT  
 AE9466_PROJECTION: FLUSH
 AE9466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9466+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE9466_ROD/PIPE-DEPTH: 10.7 meters
 AE9466
 AE9466  HISTORY     - Date     Condition        Report By
 AE9466  HISTORY     - 1992     MONUMENTED       MNDT
 AE9466  HISTORY     - 20070808 GOOD             MNDT
 AE9466
 AE9466                          STATION DESCRIPTION
 AE9466
 AE9466'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9466'1-1/4 MI EAST OF LEROY, 1.0 MI (1.6 KM) EAST ALONG TH 56 FROM THE EAST
 AE9466'JCT OF TH 56 AND CO RD 12, AT TH 56 MP 5.5, 76.5 FT (23.3 M) SOUTH OF
 AE9466'TH 56, 1.8 FT (0.5 M) NE OF A FENCE COR, 1.3 FT (0.4 M) NE OF A WIT
 AE9466'POST.
 AE9466
 AE9466                          STATION RECOVERY (2007)
 AE9466
 AE9466'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE9466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9467 ***********************************************************************
 AE9467  DESIGNATION -  5005 AQ
 AE9467  PID         -  AE9467
 AE9467  STATE/COUNTY-  MN/MOWER
 AE9467  COUNTRY     -  US
 AE9467  USGS QUAD   -  OSTRANDER (1965)
 AE9467
 AE9467                         *CURRENT SURVEY CONTROL
 AE9467  ______________________________________________________________________
 AE9467* NAD 83(1986) POSITION- 43 30 27.     (N) 092 27 09.     (W)   SCALED    
 AE9467* NAVD 88 ORTHO HEIGHT -   390.565  (meters)    1281.38  (feet) ADJUSTED  
 AE9467  ______________________________________________________________________
 AE9467  GEOID HEIGHT    -        -30.11  (meters)                     GEOID09
 AE9467  DYNAMIC HEIGHT  -        390.469 (meters)     1281.06  (feet) COMP
 AE9467  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 AE9467
 AE9467  VERT ORDER      -  SECOND    CLASS I
 AE9467
 AE9467.The horizontal coordinates were scaled from a topographic map and have
 AE9467.an estimated accuracy of +/- 6 seconds.
 AE9467.
 AE9467.The orthometric height was determined by differential leveling and
 AE9467.adjusted in November 1998.
 AE9467
 AE9467.Photographs are available for this station.
 AE9467
 AE9467.The dynamic height is computed by dividing the NAVD 88
 AE9467.geopotential number by the normal gravity value computed on the
 AE9467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9467.degrees latitude (g = 980.6199 gals.).
 AE9467
 AE9467.The modeled gravity was interpolated from observed gravity values.
 AE9467
 AE9467;                    North         East    Units  Estimated Accuracy
 AE9467;SPC MN S     -   157,580.      925,140.      MT  (+/- 180 meters Scaled)
 AE9467
 AE9467                          SUPERSEDED SURVEY CONTROL
 AE9467
 AE9467.No superseded survey control is available for this station.
 AE9467
 AE9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ442173(NAD 83)
 AE9467
 AE9467_MARKER: DV = VERTICAL CONTROL DISK
 AE9467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9467_STAMPING: 5005 AQ 1992
 AE9467_MARK LOGO: MNDT  
 AE9467_PROJECTION: RECESSED 3 CENTIMETERS
 AE9467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9467+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2007
 AE9467_ROD/PIPE-DEPTH:  5.8 meters
 AE9467
 AE9467  HISTORY     - Date     Condition        Report By
 AE9467  HISTORY     - 1992     MONUMENTED       MNDT
 AE9467  HISTORY     - 20070808 GOOD             MNDT
 AE9467
 AE9467                          STATION DESCRIPTION
 AE9467
 AE9467'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9467'2-3/4 MI EAST OF LEROY, 2.35 MI (3.78 KM) EAST ALONG TH 56 FROM THE
 AE9467'EAST JCT OF TH 56 AND CO RD 12, AT TH 56 MP 4.15, 74.5 FT (22.7 M)
 AE9467'SOUTH OF TH 56, 13.5 FT (4.1 M) EAST OF A FIELD ENT, 1.0 FT (0.3 M)
 AE9467'NORTH OF A FENCE LINE, 2.0 FT (0.6 M) NE OF THE EAST GATE POST, 2.0 FT
 AE9467'(0.6 M) NW OF A WIT POST.
 AE9467
 AE9467                          STATION RECOVERY (2007)
 AE9467
 AE9467'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE9467'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9442 ***********************************************************************
 AE9442  DESIGNATION -  5005 B
 AE9442  PID         -  AE9442
 AE9442  STATE/COUNTY-  MN/MOWER
 AE9442  COUNTRY     -  US
 AE9442  USGS QUAD   -  ROSE CREEK (1982)
 AE9442
 AE9442                         *CURRENT SURVEY CONTROL
 AE9442  ______________________________________________________________________
 AE9442* NAD 83(1986) POSITION- 43 36 08.     (N) 092 49 21.     (W)   SCALED    
 AE9442* NAVD 88 ORTHO HEIGHT -   384.681  (meters)    1262.07  (feet) ADJUSTED  
 AE9442  ______________________________________________________________________
 AE9442  GEOID HEIGHT    -        -29.40  (meters)                     GEOID09
 AE9442  DYNAMIC HEIGHT  -        384.592 (meters)     1261.78  (feet) COMP
 AE9442  MODELED GRAVITY -    980,378.0   (mgal)                       NAVD 88
 AE9442
 AE9442  VERT ORDER      -  SECOND    CLASS I
 AE9442
 AE9442.The horizontal coordinates were scaled from a topographic map and have
 AE9442.an estimated accuracy of +/- 6 seconds.
 AE9442.
 AE9442.The orthometric height was determined by differential leveling and
 AE9442.adjusted in November 1998.
 AE9442
 AE9442.Photographs are available for this station.
 AE9442
 AE9442.The dynamic height is computed by dividing the NAVD 88
 AE9442.geopotential number by the normal gravity value computed on the
 AE9442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9442.degrees latitude (g = 980.6199 gals.).
 AE9442
 AE9442.The modeled gravity was interpolated from observed gravity values.
 AE9442
 AE9442;                    North         East    Units  Estimated Accuracy
 AE9442;SPC MN S     -   167,600.      895,070.      MT  (+/- 180 meters Scaled)
 AE9442
 AE9442                          SUPERSEDED SURVEY CONTROL
 AE9442
 AE9442.No superseded survey control is available for this station.
 AE9442
 AE9442_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ143277(NAD 83)
 AE9442
 AE9442_MARKER: DB = BENCH MARK DISK
 AE9442_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9442_STAMPING: 5005 B 1991
 AE9442_MARK LOGO: MNDT  
 AE9442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9442+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9442
 AE9442  HISTORY     - Date     Condition        Report By
 AE9442  HISTORY     - 1953     MONUMENTED       MNDT
 AE9442  HISTORY     - 19911212 GOOD             MNDT
 AE9442
 AE9442                          STATION DESCRIPTION
 AE9442
 AE9442'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9442'1/4 MI EAST OF ROSE CREEK, 0.15 MI (0.24 KM) NNW ALONG TH 56 FROM THE
 AE9442'JCT OF TH 56 AND CO RD 4, AT TH 56 MP 24.85, 94.0 FT (28.7 M) NE OF TH
 AE9442'56, 163.5 FT (49.8 M) NORTH OF CO RD 4, 1.0 FT (0.3 M) SW OF A WIT
 AE9442'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9443 ***********************************************************************
 AE9443  DESIGNATION -  5005 C
 AE9443  PID         -  AE9443
 AE9443  STATE/COUNTY-  MN/MOWER
 AE9443  COUNTRY     -  US
 AE9443  USGS QUAD   -  ROSE CREEK (1982)
 AE9443
 AE9443                         *CURRENT SURVEY CONTROL
 AE9443  ______________________________________________________________________
 AE9443* NAD 83(1986) POSITION- 43 35 38.     (N) 092 48 34.     (W)   SCALED    
 AE9443* NAVD 88 ORTHO HEIGHT -   383.442  (meters)    1258.01  (feet) ADJUSTED  
 AE9443  ______________________________________________________________________
 AE9443  GEOID HEIGHT    -        -29.44  (meters)                     GEOID09
 AE9443  DYNAMIC HEIGHT  -        383.353 (meters)     1257.72  (feet) COMP
 AE9443  MODELED GRAVITY -    980,376.4   (mgal)                       NAVD 88
 AE9443
 AE9443  VERT ORDER      -  SECOND    CLASS I
 AE9443
 AE9443.The horizontal coordinates were scaled from a topographic map and have
 AE9443.an estimated accuracy of +/- 6 seconds.
 AE9443.
 AE9443.The orthometric height was determined by differential leveling and
 AE9443.adjusted in November 1998.
 AE9443
 AE9443.The dynamic height is computed by dividing the NAVD 88
 AE9443.geopotential number by the normal gravity value computed on the
 AE9443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9443.degrees latitude (g = 980.6199 gals.).
 AE9443
 AE9443.The modeled gravity was interpolated from observed gravity values.
 AE9443
 AE9443;                    North         East    Units  Estimated Accuracy
 AE9443;SPC MN S     -   166,690.      896,140.      MT  (+/- 180 meters Scaled)
 AE9443
 AE9443                          SUPERSEDED SURVEY CONTROL
 AE9443
 AE9443.No superseded survey control is available for this station.
 AE9443
 AE9443_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ153267(NAD 83)
 AE9443
 AE9443_MARKER: DB = BENCH MARK DISK
 AE9443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE9443_STAMPING: 5005 C 1991
 AE9443_MARK LOGO: MNDT  
 AE9443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9443+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9443
 AE9443  HISTORY     - Date     Condition        Report By
 AE9443  HISTORY     - 1953     MONUMENTED       MNDT
 AE9443  HISTORY     - 19911212 GOOD             MNDT
 AE9443
 AE9443                          STATION DESCRIPTION
 AE9443
 AE9443'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9443'1-1/4 MI SE OF ROSE CREEK, 0.85 MI (1.37 KM) SE ALONG TH 56 FROM THE
 AE9443'JCT OF TH 56 AND CO RD 4, AT TH 56 MP 23.85, 96.0 FT (29.3 M) NE OF TH
 AE9443'56, 91.5 FT (27.9 M) WEST OF A TWP RD, 35.0 FT (10.7 M) SE OF A R/W
 AE9443'POST, 1.0 FT (0.3 M) SW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9444 ***********************************************************************
 AE9444  DESIGNATION -  5005 DD
 AE9444  PID         -  AE9444
 AE9444  STATE/COUNTY-  MN/MOWER
 AE9444  COUNTRY     -  US
 AE9444  USGS QUAD   -  ROSE CREEK (1982)
 AE9444
 AE9444                         *CURRENT SURVEY CONTROL
 AE9444  ______________________________________________________________________
 AE9444* NAD 83(1986) POSITION- 43 35 27.     (N) 092 48 13.     (W)   SCALED    
 AE9444* NAVD 88 ORTHO HEIGHT -   385.153  (meters)    1263.62  (feet) ADJUSTED  
 AE9444  ______________________________________________________________________
 AE9444  GEOID HEIGHT    -        -29.46  (meters)                     GEOID09
 AE9444  DYNAMIC HEIGHT  -        385.063 (meters)     1263.33  (feet) COMP
 AE9444  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 AE9444
 AE9444  VERT ORDER      -  SECOND    CLASS I
 AE9444
 AE9444.The horizontal coordinates were scaled from a topographic map and have
 AE9444.an estimated accuracy of +/- 6 seconds.
 AE9444.
 AE9444.The orthometric height was determined by differential leveling and
 AE9444.adjusted in November 1998.
 AE9444
 AE9444.The dynamic height is computed by dividing the NAVD 88
 AE9444.geopotential number by the normal gravity value computed on the
 AE9444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9444.degrees latitude (g = 980.6199 gals.).
 AE9444
 AE9444.The modeled gravity was interpolated from observed gravity values.
 AE9444
 AE9444;                    North         East    Units  Estimated Accuracy
 AE9444;SPC MN S     -   166,360.      896,620.      MT  (+/- 180 meters Scaled)
 AE9444
 AE9444                          SUPERSEDED SURVEY CONTROL
 AE9444
 AE9444.No superseded survey control is available for this station.
 AE9444
 AE9444_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ158264(NAD 83)
 AE9444
 AE9444_MARKER: DV = VERTICAL CONTROL DISK
 AE9444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9444_SP_SET: CULVERT
 AE9444_STAMPING: 5005 DD 1991
 AE9444_MARK LOGO: MNDT  
 AE9444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9444+STABILITY: SURFACE MOTION
 AE9444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9444+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9444
 AE9444  HISTORY     - Date     Condition        Report By
 AE9444  HISTORY     - 1991     MONUMENTED       MNDT
 AE9444
 AE9444                          STATION DESCRIPTION
 AE9444
 AE9444'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9444'1-1/2 MI SE OF ROSE CREEK, 1.2 MI (1.9 KM) SE ALONG TH 56 FROM THE JCT
 AE9444'OF TH 56 AND CO RD 4, AT TH 56 MP 23.5, 42.0 FT (12.8 M) SW OF TH 56,
 AE9444'0.5 FT (15.2 CM) WEST OF THE EAST END OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9445 ***********************************************************************
 AE9445  DESIGNATION -  5005 E
 AE9445  PID         -  AE9445
 AE9445  STATE/COUNTY-  MN/MOWER
 AE9445  COUNTRY     -  US
 AE9445  USGS QUAD   -  ROSE CREEK (1982)
 AE9445
 AE9445                         *CURRENT SURVEY CONTROL
 AE9445  ______________________________________________________________________
 AE9445* NAD 83(1986) POSITION- 43 35 07.     (N) 092 47 17.     (W)   SCALED    
 AE9445* NAVD 88 ORTHO HEIGHT -   387.812  (meters)    1272.35  (feet) ADJUSTED  
 AE9445  ______________________________________________________________________
 AE9445  GEOID HEIGHT    -        -29.50  (meters)                     GEOID09
 AE9445  DYNAMIC HEIGHT  -        387.722 (meters)     1272.05  (feet) COMP
 AE9445  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 AE9445
 AE9445  VERT ORDER      -  SECOND    CLASS I
 AE9445
 AE9445.The horizontal coordinates were scaled from a topographic map and have
 AE9445.an estimated accuracy of +/- 6 seconds.
 AE9445.
 AE9445.The orthometric height was determined by differential leveling and
 AE9445.adjusted in November 1998.
 AE9445
 AE9445.The dynamic height is computed by dividing the NAVD 88
 AE9445.geopotential number by the normal gravity value computed on the
 AE9445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9445.degrees latitude (g = 980.6199 gals.).
 AE9445
 AE9445.The modeled gravity was interpolated from observed gravity values.
 AE9445
 AE9445;                    North         East    Units  Estimated Accuracy
 AE9445;SPC MN S     -   165,760.      897,880.      MT  (+/- 180 meters Scaled)
 AE9445
 AE9445                          SUPERSEDED SURVEY CONTROL
 AE9445
 AE9445.No superseded survey control is available for this station.
 AE9445
 AE9445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ171258(NAD 83)
 AE9445
 AE9445_MARKER: DB = BENCH MARK DISK
 AE9445_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9445_STAMPING: 5005 E 1991
 AE9445_MARK LOGO: MNDT  
 AE9445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9445+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9445
 AE9445  HISTORY     - Date     Condition        Report By
 AE9445  HISTORY     - 1953     MONUMENTED       MNDT
 AE9445  HISTORY     - 19911212 GOOD             MNDT
 AE9445
 AE9445                          STATION DESCRIPTION
 AE9445
 AE9445'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9445'2-1/2 MI SE OF ROSE CREEK, 2.05 MI (3.30 KM) SE ALONG TH 56 FROM THE
 AE9445'JCT OF TH 56 AND CO RD 4, AT TH 56 MP 22.65, 75.0 FT (22.9 M) NE OF TH
 AE9445'56, 2.5 FT (0.8 M) NW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9448 ***********************************************************************
 AE9448  DESIGNATION -  5005 G
 AE9448  PID         -  AE9448
 AE9448  STATE/COUNTY-  MN/MOWER
 AE9448  COUNTRY     -  US
 AE9448  USGS QUAD   -  ROSE CREEK (1982)
 AE9448
 AE9448                         *CURRENT SURVEY CONTROL
 AE9448  ______________________________________________________________________
 AE9448* NAD 83(1986) POSITION- 43 34 22.     (N) 092 45 33.     (W)   SCALED    
 AE9448* NAVD 88 ORTHO HEIGHT -   389.061  (meters)    1276.44  (feet) ADJUSTED  
 AE9448  ______________________________________________________________________
 AE9448  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 AE9448  DYNAMIC HEIGHT  -        388.969 (meters)     1276.14  (feet) COMP
 AE9448  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 AE9448
 AE9448  VERT ORDER      -  SECOND    CLASS I
 AE9448
 AE9448.The horizontal coordinates were scaled from a topographic map and have
 AE9448.an estimated accuracy of +/- 6 seconds.
 AE9448.
 AE9448.The orthometric height was determined by differential leveling and
 AE9448.adjusted in November 1998.
 AE9448
 AE9448.Photographs are available for this station.
 AE9448
 AE9448.The dynamic height is computed by dividing the NAVD 88
 AE9448.geopotential number by the normal gravity value computed on the
 AE9448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9448.degrees latitude (g = 980.6199 gals.).
 AE9448
 AE9448.The modeled gravity was interpolated from observed gravity values.
 AE9448
 AE9448;                    North         East    Units  Estimated Accuracy
 AE9448;SPC MN S     -   164,410.      900,240.      MT  (+/- 180 meters Scaled)
 AE9448
 AE9448                          SUPERSEDED SURVEY CONTROL
 AE9448
 AE9448.No superseded survey control is available for this station.
 AE9448
 AE9448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ194244(NAD 83)
 AE9448
 AE9448_MARKER: DB = BENCH MARK DISK
 AE9448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9448_SP_SET: BRIDGE ABUTMENT
 AE9448_STAMPING: 5005 G 1991
 AE9448_MARK LOGO: MNDT  
 AE9448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9448+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9448
 AE9448  HISTORY     - Date     Condition        Report By
 AE9448  HISTORY     - 1953     MONUMENTED       MNDT
 AE9448  HISTORY     - 19911212 GOOD             MNDT
 AE9448
 AE9448                          STATION DESCRIPTION
 AE9448
 AE9448'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9448'2 MI (3.2 KM) WNW OF ADAMS, 2.05 MI (3.30 KM) ALONG TH 56 FROM THE JCT
 AE9448'OF TH 56 AND CO RD 7, AT TH 56 MP 20.9, 19.0 FT (5.8 M) SW OF TH 56,
 AE9448'IN THE ABUT AT THE SE COR OF BRDG 6469.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9451 ***********************************************************************
 AE9451  DESIGNATION -  5005 J
 AE9451  PID         -  AE9451
 AE9451  STATE/COUNTY-  MN/MOWER
 AE9451  COUNTRY     -  US
 AE9451  USGS QUAD   -  ADAMS (1965)
 AE9451
 AE9451                         *CURRENT SURVEY CONTROL
 AE9451  ______________________________________________________________________
 AE9451* NAD 83(1986) POSITION- 43 33 55.     (N) 092 43 24.     (W)   SCALED    
 AE9451* NAVD 88 ORTHO HEIGHT -   391.271  (meters)    1283.69  (feet) ADJUSTED  
 AE9451  ______________________________________________________________________
 AE9451  GEOID HEIGHT    -        -29.64  (meters)                     GEOID09
 AE9451  DYNAMIC HEIGHT  -        391.179 (meters)     1283.39  (feet) COMP
 AE9451  MODELED GRAVITY -    980,372.0   (mgal)                       NAVD 88
 AE9451
 AE9451  VERT ORDER      -  SECOND    CLASS I
 AE9451
 AE9451.The horizontal coordinates were scaled from a topographic map and have
 AE9451.an estimated accuracy of +/- 6 seconds.
 AE9451.
 AE9451.The orthometric height was determined by differential leveling and
 AE9451.adjusted in November 1998.
 AE9451
 AE9451.Photographs are available for this station.
 AE9451
 AE9451.The dynamic height is computed by dividing the NAVD 88
 AE9451.geopotential number by the normal gravity value computed on the
 AE9451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9451.degrees latitude (g = 980.6199 gals.).
 AE9451
 AE9451.The modeled gravity was interpolated from observed gravity values.
 AE9451
 AE9451;                    North         East    Units  Estimated Accuracy
 AE9451;SPC MN S     -   163,620.      903,140.      MT  (+/- 180 meters Scaled)
 AE9451
 AE9451                          SUPERSEDED SURVEY CONTROL
 AE9451
 AE9451.No superseded survey control is available for this station.
 AE9451
 AE9451_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ223236(NAD 83)
 AE9451
 AE9451_MARKER: DB = BENCH MARK DISK
 AE9451_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9451_SP_SET: BRIDGE ABUTMENT
 AE9451_STAMPING: 5005 J 1991
 AE9451_MARK LOGO: MNDT  
 AE9451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9451+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9451
 AE9451  HISTORY     - Date     Condition        Report By
 AE9451  HISTORY     - 1953     MONUMENTED       MNDT
 AE9451  HISTORY     - 19911212 GOOD             MNDT
 AE9451
 AE9451                          STATION DESCRIPTION
 AE9451
 AE9451'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9451'1/4 MI WEST OF ADAMS, 0.2 MI (0.3 KM) WNW ALONG TH 56 FROM THE JCT OF
 AE9451'TH 56 AND CO RD 7, AT TH 56 MP 19.05, 19.5 FT (5.9 M) SOUTH OF TH 56,
 AE9451'IN THE ABUT AT THE SE COR OF BRDG 6470.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9454 ***********************************************************************
 AE9454  DESIGNATION -  5005 M
 AE9454  PID         -  AE9454
 AE9454  STATE/COUNTY-  MN/MOWER
 AE9454  COUNTRY     -  US
 AE9454  USGS QUAD   -  ADAMS (1965)
 AE9454
 AE9454                         *CURRENT SURVEY CONTROL
 AE9454  ______________________________________________________________________
 AE9454* NAD 83(1986) POSITION- 43 33 30.     (N) 092 40 08.     (W)   SCALED    
 AE9454* NAVD 88 ORTHO HEIGHT -   408.613  (meters)    1340.59  (feet) ADJUSTED  
 AE9454  ______________________________________________________________________
 AE9454  GEOID HEIGHT    -        -29.73  (meters)                     GEOID09
 AE9454  DYNAMIC HEIGHT  -        408.515 (meters)     1340.27  (feet) COMP
 AE9454  MODELED GRAVITY -    980,368.1   (mgal)                       NAVD 88
 AE9454
 AE9454  VERT ORDER      -  SECOND    CLASS I
 AE9454
 AE9454.The horizontal coordinates were scaled from a topographic map and have
 AE9454.an estimated accuracy of +/- 6 seconds.
 AE9454.
 AE9454.The orthometric height was determined by differential leveling and
 AE9454.adjusted in November 1998.
 AE9454
 AE9454.Photographs are available for this station.
 AE9454
 AE9454.The dynamic height is computed by dividing the NAVD 88
 AE9454.geopotential number by the normal gravity value computed on the
 AE9454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9454.degrees latitude (g = 980.6199 gals.).
 AE9454
 AE9454.The modeled gravity was interpolated from observed gravity values.
 AE9454
 AE9454;                    North         East    Units  Estimated Accuracy
 AE9454;SPC MN S     -   162,920.      907,550.      MT  (+/- 180 meters Scaled)
 AE9454
 AE9454                          SUPERSEDED SURVEY CONTROL
 AE9454
 AE9454.No superseded survey control is available for this station.
 AE9454
 AE9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ267228(NAD 83)
 AE9454
 AE9454_MARKER: DB = BENCH MARK DISK
 AE9454_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9454_STAMPING: 5005 M 1991
 AE9454_MARK LOGO: MNDT  
 AE9454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9454+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9454
 AE9454  HISTORY     - Date     Condition        Report By
 AE9454  HISTORY     - 1953     MONUMENTED       MNDT
 AE9454  HISTORY     - 19911212 GOOD             MNDT
 AE9454
 AE9454                          STATION DESCRIPTION
 AE9454
 AE9454'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9454'1-1/4 MI WEST OF TAOPI, 2.05 MI (3.30 KM) WEST ALONG TH 56 FROM THE
 AE9454'JCT OF TH 56 AND CO RD 9, AT TH 56 MP 16.25, 69.5 FT (21.2 M) NNE OF
 AE9454'TH 56, 49.5 FT (15.1 M) WEST OF A TWP RD, 7.2 FT (2.2 M) WEST OF A
 AE9454'P-POLE, 1.0 FT (0.3 M) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9455 ***********************************************************************
 AE9455  DESIGNATION -  5005 N
 AE9455  PID         -  AE9455
 AE9455  STATE/COUNTY-  MN/MOWER
 AE9455  COUNTRY     -  US
 AE9455  USGS QUAD   -  ADAMS (1965)
 AE9455
 AE9455                         *CURRENT SURVEY CONTROL
 AE9455  ______________________________________________________________________
 AE9455* NAD 83(1986) POSITION- 43 33 29.     (N) 092 38 55.     (W)   SCALED    
 AE9455* NAVD 88 ORTHO HEIGHT -   409.456  (meters)    1343.36  (feet) ADJUSTED  
 AE9455  ______________________________________________________________________
 AE9455  GEOID HEIGHT    -        -29.75  (meters)                     GEOID09
 AE9455  DYNAMIC HEIGHT  -        409.358 (meters)     1343.04  (feet) COMP
 AE9455  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 AE9455
 AE9455  VERT ORDER      -  SECOND    CLASS I
 AE9455
 AE9455.The horizontal coordinates were scaled from a topographic map and have
 AE9455.an estimated accuracy of +/- 6 seconds.
 AE9455.
 AE9455.The orthometric height was determined by differential leveling and
 AE9455.adjusted in November 1998.
 AE9455
 AE9455.Photographs are available for this station.
 AE9455
 AE9455.The dynamic height is computed by dividing the NAVD 88
 AE9455.geopotential number by the normal gravity value computed on the
 AE9455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9455.degrees latitude (g = 980.6199 gals.).
 AE9455
 AE9455.The modeled gravity was interpolated from observed gravity values.
 AE9455
 AE9455;                    North         East    Units  Estimated Accuracy
 AE9455;SPC MN S     -   162,910.      909,190.      MT  (+/- 180 meters Scaled)
 AE9455
 AE9455                          SUPERSEDED SURVEY CONTROL
 AE9455
 AE9455.No superseded survey control is available for this station.
 AE9455
 AE9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ283228(NAD 83)
 AE9455
 AE9455_MARKER: DB = BENCH MARK DISK
 AE9455_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE9455_STAMPING: 5005 N 1991
 AE9455_MARK LOGO: MNDT  
 AE9455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE9455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9455+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 AE9455
 AE9455  HISTORY     - Date     Condition        Report By
 AE9455  HISTORY     - 1953     MONUMENTED       MNDT
 AE9455  HISTORY     - 19911212 GOOD             MNDT
 AE9455
 AE9455                          STATION DESCRIPTION
 AE9455
 AE9455'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9455'1/4 MI WEST OF TAOPI, 1.0 MI (1.6 KM) WEST ALONG TH 56 FROM THE JCT OF
 AE9455'TH 56 AND CO RD 9, AT TH 56 MP 15.2, 76.0 FT (23.2 M) NORTH OF TH 56,
 AE9455'43.5 FT (13.3 M) WEST OF A TWP RD, 3.3 FT (1.0 M) NNW OF A GAS
 AE9455'PIPELINE POST, 0.7 FT (21.3 CM) SOUTH OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9434 ***********************************************************************
 AE9434  DESIGNATION -  5005 P
 AE9434  PID         -  AE9434
 AE9434  STATE/COUNTY-  MN/MOWER
 AE9434  COUNTRY     -  US
 AE9434  USGS QUAD   -  BROWNSDALE (1982)
 AE9434
 AE9434                         *CURRENT SURVEY CONTROL
 AE9434  ______________________________________________________________________
 AE9434* NAD 83(1986) POSITION- 43 39 40.     (N) 092 52 07.     (W)   SCALED    
 AE9434* NAVD 88 ORTHO HEIGHT -   384.247  (meters)    1260.65  (feet) ADJUSTED  
 AE9434  ______________________________________________________________________
 AE9434  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 AE9434  DYNAMIC HEIGHT  -        384.161 (meters)     1260.37  (feet) COMP
 AE9434  MODELED GRAVITY -    980,383.5   (mgal)                       NAVD 88
 AE9434
 AE9434  VERT ORDER      -  SECOND    CLASS I
 AE9434
 AE9434.The horizontal coordinates were scaled from a topographic map and have
 AE9434.an estimated accuracy of +/- 6 seconds.
 AE9434.
 AE9434.The orthometric height was determined by differential leveling and
 AE9434.adjusted in November 1998.
 AE9434
 AE9434.Photographs are available for this station.
 AE9434
 AE9434.The dynamic height is computed by dividing the NAVD 88
 AE9434.geopotential number by the normal gravity value computed on the
 AE9434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9434.degrees latitude (g = 980.6199 gals.).
 AE9434
 AE9434.The modeled gravity was interpolated from observed gravity values.
 AE9434
 AE9434;                    North         East    Units  Estimated Accuracy
 AE9434;SPC MN S     -   174,090.      891,260.      MT  (+/- 180 meters Scaled)
 AE9434
 AE9434                          SUPERSEDED SURVEY CONTROL
 AE9434
 AE9434.No superseded survey control is available for this station.
 AE9434
 AE9434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ105342(NAD 83)
 AE9434
 AE9434_MARKER: DV = VERTICAL CONTROL DISK
 AE9434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9434_STAMPING: 5005 P 1991
 AE9434_MARK LOGO: MNDT  
 AE9434_PROJECTION: RECESSED 3 CENTIMETERS
 AE9434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9434+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9434_ROD/PIPE-DEPTH:  5.2 meters
 AE9434
 AE9434  HISTORY     - Date     Condition        Report By
 AE9434  HISTORY     - 1991     MONUMENTED       MNDT
 AE9434
 AE9434                          STATION DESCRIPTION
 AE9434
 AE9434'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9434'4-1/4 MI NW OF ROSE CREEK, 0.7 MI (1.1 KM) SOUTH ALONG TH 56 FROM THE
 AE9434'JCT OF FAI 90 AND TH 56, AT TH 56 MP 30.35, 64.5 FT (19.7 M) EAST OF
 AE9434'TH 56, 89.0 FT (27.1 M) SOUTH OF A FIELD ENT, 3.0 FT (0.9 M) NW OF A
 AE9434'P-POLE, 2.3 FT (0.7 M) WEST OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9435 ***********************************************************************
 AE9435  DESIGNATION -  5005 Q
 AE9435  PID         -  AE9435
 AE9435  STATE/COUNTY-  MN/MOWER
 AE9435  COUNTRY     -  US
 AE9435  USGS QUAD   -  BROWNSDALE (1982)
 AE9435
 AE9435                         *CURRENT SURVEY CONTROL
 AE9435  ______________________________________________________________________
 AE9435* NAD 83(1986) POSITION- 43 39 11.     (N) 092 52 07.     (W)   SCALED    
 AE9435* NAVD 88 ORTHO HEIGHT -   384.060  (meters)    1260.04  (feet) ADJUSTED  
 AE9435  ______________________________________________________________________
 AE9435  GEOID HEIGHT    -        -29.28  (meters)                     GEOID09
 AE9435  DYNAMIC HEIGHT  -        383.973 (meters)     1259.75  (feet) COMP
 AE9435  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 AE9435
 AE9435  VERT ORDER      -  SECOND    CLASS I
 AE9435
 AE9435.The horizontal coordinates were scaled from a topographic map and have
 AE9435.an estimated accuracy of +/- 6 seconds.
 AE9435.
 AE9435.The orthometric height was determined by differential leveling and
 AE9435.adjusted in November 1998.
 AE9435
 AE9435.Photographs are available for this station.
 AE9435
 AE9435.The dynamic height is computed by dividing the NAVD 88
 AE9435.geopotential number by the normal gravity value computed on the
 AE9435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9435.degrees latitude (g = 980.6199 gals.).
 AE9435
 AE9435.The modeled gravity was interpolated from observed gravity values.
 AE9435
 AE9435;                    North         East    Units  Estimated Accuracy
 AE9435;SPC MN S     -   173,200.      891,270.      MT  (+/- 180 meters Scaled)
 AE9435
 AE9435                          SUPERSEDED SURVEY CONTROL
 AE9435
 AE9435.No superseded survey control is available for this station.
 AE9435
 AE9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ105333(NAD 83)
 AE9435
 AE9435_MARKER: DV = VERTICAL CONTROL DISK
 AE9435_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9435_STAMPING: 5005 Q 1991
 AE9435_MARK LOGO: MNDT  
 AE9435_PROJECTION: RECESSED 5 CENTIMETERS
 AE9435_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9435+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9435_ROD/PIPE-DEPTH:  4.6 meters
 AE9435
 AE9435  HISTORY     - Date     Condition        Report By
 AE9435  HISTORY     - 1991     MONUMENTED       MNDT
 AE9435
 AE9435                          STATION DESCRIPTION
 AE9435
 AE9435'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9435'3-1/2 MI NW OF ROSE CREEK, 1.35 MI (2.17 KM) SOUTH ALONG TH 56 FROM
 AE9435'THE JCT OF FAI 90 AND TH 56, AT TH 56 MP 29.7, 66.5 FT (20.3 M) EAST
 AE9435'OF TH 56, 87.0 FT (26.5 M) NORTH OF CO RD 3, 2.5 FT (0.8 M) NORTH OF A
 AE9435'P-POLE, 48.0 FT (14.6 M) SSW OF A R/W POST, 1.0 FT (0.3 M) WEST OF A
 AE9435'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9437 ***********************************************************************
 AE9437  DESIGNATION -  5005 R
 AE9437  PID         -  AE9437
 AE9437  STATE/COUNTY-  MN/MOWER
 AE9437  COUNTRY     -  US
 AE9437  USGS QUAD   -  BROWNSDALE (1982)
 AE9437
 AE9437                         *CURRENT SURVEY CONTROL
 AE9437  ______________________________________________________________________
 AE9437* NAD 83(1986) POSITION- 43 38 01.     (N) 092 52 07.     (W)   SCALED    
 AE9437* NAVD 88 ORTHO HEIGHT -   376.785  (meters)    1236.17  (feet) ADJUSTED  
 AE9437  ______________________________________________________________________
 AE9437  GEOID HEIGHT    -        -29.27  (meters)                     GEOID09
 AE9437  DYNAMIC HEIGHT  -        376.701 (meters)     1235.89  (feet) COMP
 AE9437  MODELED GRAVITY -    980,384.1   (mgal)                       NAVD 88
 AE9437
 AE9437  VERT ORDER      -  SECOND    CLASS I
 AE9437
 AE9437.The horizontal coordinates were scaled from a topographic map and have
 AE9437.an estimated accuracy of +/- 6 seconds.
 AE9437.
 AE9437.The orthometric height was determined by differential leveling and
 AE9437.adjusted in November 1998.
 AE9437
 AE9437.Photographs are available for this station.
 AE9437
 AE9437.The dynamic height is computed by dividing the NAVD 88
 AE9437.geopotential number by the normal gravity value computed on the
 AE9437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9437.degrees latitude (g = 980.6199 gals.).
 AE9437
 AE9437.The modeled gravity was interpolated from observed gravity values.
 AE9437
 AE9437;                    North         East    Units  Estimated Accuracy
 AE9437;SPC MN S     -   171,040.      891,300.      MT  (+/- 180 meters Scaled)
 AE9437
 AE9437                          SUPERSEDED SURVEY CONTROL
 AE9437
 AE9437.No superseded survey control is available for this station.
 AE9437
 AE9437_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ105311(NAD 83)
 AE9437
 AE9437_MARKER: DV = VERTICAL CONTROL DISK
 AE9437_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9437_STAMPING: 5005 R 1991
 AE9437_MARK LOGO: MNDT  
 AE9437_PROJECTION: RECESSED 3 CENTIMETERS
 AE9437_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9437+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9437_ROD/PIPE-DEPTH:  6.1 meters
 AE9437
 AE9437  HISTORY     - Date     Condition        Report By
 AE9437  HISTORY     - 1991     MONUMENTED       MNDT
 AE9437
 AE9437                          STATION DESCRIPTION
 AE9437
 AE9437'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9437'2-1/2 MI NE OF ROSE CREEK, 2.65 MI (4.26 KM) SOUTH ALONG TH 56 FROM
 AE9437'THE JCT OF FAI 90 AND TH 56, AT TH 56 MP 28.4, 101.5 FT (30.9 M) WEST
 AE9437'OF TH 56, 193.0 FT (58.8 M) NNW OF A P-POLE, 1.0 FT (0.3 M) ENE OF A
 AE9437'WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9438 ***********************************************************************
 AE9438  DESIGNATION -  5005 S
 AE9438  PID         -  AE9438
 AE9438  STATE/COUNTY-  MN/MOWER
 AE9438  COUNTRY     -  US
 AE9438  USGS QUAD   -  ROSE CREEK (1982)
 AE9438
 AE9438                         *CURRENT SURVEY CONTROL
 AE9438  ______________________________________________________________________
 AE9438* NAD 83(1986) POSITION- 43 36 51.     (N) 092 51 28.     (W)   SCALED    
 AE9438* NAVD 88 ORTHO HEIGHT -   380.201  (meters)    1247.38  (feet) ADJUSTED  
 AE9438  ______________________________________________________________________
 AE9438  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 AE9438  DYNAMIC HEIGHT  -        380.116 (meters)     1247.10  (feet) COMP
 AE9438  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 AE9438
 AE9438  VERT ORDER      -  SECOND    CLASS I
 AE9438
 AE9438.The horizontal coordinates were scaled from a topographic map and have
 AE9438.an estimated accuracy of +/- 6 seconds.
 AE9438.
 AE9438.The orthometric height was determined by differential leveling and
 AE9438.adjusted in November 1998.
 AE9438
 AE9438.The dynamic height is computed by dividing the NAVD 88
 AE9438.geopotential number by the normal gravity value computed on the
 AE9438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9438.degrees latitude (g = 980.6199 gals.).
 AE9438
 AE9438.The modeled gravity was interpolated from observed gravity values.
 AE9438
 AE9438;                    North         East    Units  Estimated Accuracy
 AE9438;SPC MN S     -   168,890.      892,210.      MT  (+/- 180 meters Scaled)
 AE9438
 AE9438                          SUPERSEDED SURVEY CONTROL
 AE9438
 AE9438.No superseded survey control is available for this station.
 AE9438
 AE9438_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ114290(NAD 83)
 AE9438
 AE9438_MARKER: DV = VERTICAL CONTROL DISK
 AE9438_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9438_STAMPING: 5005 S 1991
 AE9438_MARK LOGO: MNDT  
 AE9438_PROJECTION: RECESSED 3 CENTIMETERS
 AE9438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9438+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9438_ROD/PIPE-DEPTH:  4.6 meters
 AE9438
 AE9438  HISTORY     - Date     Condition        Report By
 AE9438  HISTORY     - 1991     MONUMENTED       MNDT
 AE9438
 AE9438                          STATION DESCRIPTION
 AE9438
 AE9438'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9438'1-3/4 MI WNW OF ROSE CREEK, 4.2 MI (6.8 KM) SOUTH ALONG TH 56 FROM THE
 AE9438'JCT OF FAI 90 AND TH 56, AT TH 56 MP 26.8, 131.0 FT (39.9 M) SW OF TH
 AE9438'56, 56.3 FT (17.2 M) NW OF A P-POLE, 1.0 FT (0.3 M) NE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9439 ***********************************************************************
 AE9439  DESIGNATION -  5005 T
 AE9439  PID         -  AE9439
 AE9439  STATE/COUNTY-  MN/MOWER
 AE9439  COUNTRY     -  US
 AE9439  USGS QUAD   -  ROSE CREEK (1982)
 AE9439
 AE9439                         *CURRENT SURVEY CONTROL
 AE9439  ______________________________________________________________________
 AE9439* NAD 83(1986) POSITION- 43 36 36.     (N) 092 50 52.     (W)   SCALED    
 AE9439* NAVD 88 ORTHO HEIGHT -   384.628  (meters)    1261.90  (feet) ADJUSTED  
 AE9439  ______________________________________________________________________
 AE9439  GEOID HEIGHT    -        -29.33  (meters)                     GEOID09
 AE9439  DYNAMIC HEIGHT  -        384.541 (meters)     1261.61  (feet) COMP
 AE9439  MODELED GRAVITY -    980,382.0   (mgal)                       NAVD 88
 AE9439
 AE9439  VERT ORDER      -  SECOND    CLASS I
 AE9439
 AE9439.The horizontal coordinates were scaled from a topographic map and have
 AE9439.an estimated accuracy of +/- 6 seconds.
 AE9439.
 AE9439.The orthometric height was determined by differential leveling and
 AE9439.adjusted in November 1998.
 AE9439
 AE9439.Photographs are available for this station.
 AE9439
 AE9439.The dynamic height is computed by dividing the NAVD 88
 AE9439.geopotential number by the normal gravity value computed on the
 AE9439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9439.degrees latitude (g = 980.6199 gals.).
 AE9439
 AE9439.The modeled gravity was interpolated from observed gravity values.
 AE9439
 AE9439;                    North         East    Units  Estimated Accuracy
 AE9439;SPC MN S     -   168,440.      893,020.      MT  (+/- 180 meters Scaled)
 AE9439
 AE9439                          SUPERSEDED SURVEY CONTROL
 AE9439
 AE9439.No superseded survey control is available for this station.
 AE9439
 AE9439_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ122285(NAD 83)
 AE9439
 AE9439_MARKER: DV = VERTICAL CONTROL DISK
 AE9439_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9439_STAMPING: 5005 T 1991
 AE9439_MARK LOGO: MNDT  
 AE9439_PROJECTION: RECESSED 3 CENTIMETERS
 AE9439_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9439+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9439_ROD/PIPE-DEPTH:  6.1 meters
 AE9439
 AE9439  HISTORY     - Date     Condition        Report By
 AE9439  HISTORY     - 1991     MONUMENTED       MNDT
 AE9439
 AE9439                          STATION DESCRIPTION
 AE9439
 AE9439'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9439'1 MI (1.6 KM) NW OF ROSE CREEK, 4.75 MI (7.64 KM) SOUTH ALONG TH 56
 AE9439'FROM THE JCT OF FAI 90 AND TH 56, AT TH 56 MP 26.3, 130.0 FT (39.6 M)
 AE9439'SW OF TH 56, 2.8 FT (0.9 M) SE OF A P-POLE, 1.5 FT (0.5 M) NE OF A WIT
 AE9439'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9440 ***********************************************************************
 AE9440  DESIGNATION -  5005 U
 AE9440  PID         -  AE9440
 AE9440  STATE/COUNTY-  MN/MOWER
 AE9440  COUNTRY     -  US
 AE9440  USGS QUAD   -  ROSE CREEK (1982)
 AE9440
 AE9440                         *CURRENT SURVEY CONTROL
 AE9440  ______________________________________________________________________
 AE9440* NAD 83(1986) POSITION- 43 36 23.     (N) 092 50 13.     (W)   SCALED    
 AE9440* NAVD 88 ORTHO HEIGHT -   379.654  (meters)    1245.58  (feet) ADJUSTED  
 AE9440  ______________________________________________________________________
 AE9440  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 AE9440  DYNAMIC HEIGHT  -        379.568 (meters)     1245.30  (feet) COMP
 AE9440  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 AE9440
 AE9440  VERT ORDER      -  SECOND    CLASS I
 AE9440
 AE9440.The horizontal coordinates were scaled from a topographic map and have
 AE9440.an estimated accuracy of +/- 6 seconds.
 AE9440.
 AE9440.The orthometric height was determined by differential leveling and
 AE9440.adjusted in November 1998.
 AE9440
 AE9440.Photographs are available for this station.
 AE9440
 AE9440.The dynamic height is computed by dividing the NAVD 88
 AE9440.geopotential number by the normal gravity value computed on the
 AE9440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9440.degrees latitude (g = 980.6199 gals.).
 AE9440
 AE9440.The modeled gravity was interpolated from observed gravity values.
 AE9440
 AE9440;                    North         East    Units  Estimated Accuracy
 AE9440;SPC MN S     -   168,050.      893,900.      MT  (+/- 180 meters Scaled)
 AE9440
 AE9440                          SUPERSEDED SURVEY CONTROL
 AE9440
 AE9440.No superseded survey control is available for this station.
 AE9440
 AE9440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ131281(NAD 83)
 AE9440
 AE9440_MARKER: DB = BENCH MARK DISK
 AE9440_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE9440_SP_SET: BRIDGE ABUTMENT
 AE9440_STAMPING: 5005 U 1991
 AE9440_MARK LOGO: MNDT  
 AE9440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9440+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9440
 AE9440  HISTORY     - Date     Condition        Report By
 AE9440  HISTORY     - 1991     MONUMENTED       MNDT
 AE9440
 AE9440                          STATION DESCRIPTION
 AE9440
 AE9440'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9440'1/2 MI NW OF ROSE CREEK, 5.4 MI (8.7 KM) SOUTH ALONG TH 56 FROM THE
 AE9440'JCT OF FAI 90 AND TH 56, AT TH 56 MP 25.65, 20.0 FT (6.1 M) SOUTH OF
 AE9440'TH 56, IN THE ABUT OF THE SE COR OF BRDG 6468.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9446 ***********************************************************************
 AE9446  DESIGNATION -  5005 V
 AE9446  PID         -  AE9446
 AE9446  STATE/COUNTY-  MN/MOWER
 AE9446  COUNTRY     -  US
 AE9446  USGS QUAD   -  ROSE CREEK (1982)
 AE9446
 AE9446                         *CURRENT SURVEY CONTROL
 AE9446  ______________________________________________________________________
 AE9446* NAD 83(1986) POSITION- 43 35 05.     (N) 092 47 18.     (W)   SCALED    
 AE9446* NAVD 88 ORTHO HEIGHT -   389.672  (meters)    1278.45  (feet) ADJUSTED  
 AE9446  ______________________________________________________________________
 AE9446  GEOID HEIGHT    -        -29.50  (meters)                     GEOID09
 AE9446  DYNAMIC HEIGHT  -        389.581 (meters)     1278.15  (feet) COMP
 AE9446  MODELED GRAVITY -    980,374.1   (mgal)                       NAVD 88
 AE9446
 AE9446  VERT ORDER      -  SECOND    CLASS I
 AE9446
 AE9446.The horizontal coordinates were scaled from a topographic map and have
 AE9446.an estimated accuracy of +/- 6 seconds.
 AE9446.
 AE9446.The orthometric height was determined by differential leveling and
 AE9446.adjusted in November 1998.
 AE9446
 AE9446.The dynamic height is computed by dividing the NAVD 88
 AE9446.geopotential number by the normal gravity value computed on the
 AE9446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9446.degrees latitude (g = 980.6199 gals.).
 AE9446
 AE9446.The modeled gravity was interpolated from observed gravity values.
 AE9446
 AE9446;                    North         East    Units  Estimated Accuracy
 AE9446;SPC MN S     -   165,700.      897,860.      MT  (+/- 180 meters Scaled)
 AE9446
 AE9446                          SUPERSEDED SURVEY CONTROL
 AE9446
 AE9446.No superseded survey control is available for this station.
 AE9446
 AE9446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ170257(NAD 83)
 AE9446
 AE9446_MARKER: DV = VERTICAL CONTROL DISK
 AE9446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9446_STAMPING: 5005 V 1992
 AE9446_MARK LOGO: MNDT  
 AE9446_PROJECTION: RECESSED 3 CENTIMETERS
 AE9446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9446+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE9446_ROD/PIPE-DEPTH:  7.6 meters
 AE9446
 AE9446  HISTORY     - Date     Condition        Report By
 AE9446  HISTORY     - 1992     MONUMENTED       MNDT
 AE9446
 AE9446                          STATION DESCRIPTION
 AE9446
 AE9446'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AE9446'2-1/2 MI SE OF ROSE CREEK, 2.05 MI (3.30 KM) SE ALONG TH 56 FROM THE
 AE9446'JCT OF TH 56 AND CO RD 4, AT TH 56 MP 22.65, 136.5 FT (41.6 M) SW OF
 AE9446'TH 56, 14.5 FT (4.4 M) ESE OF A TWP RD, 140.5 FT (42.8 M) NW OF A
 AE9446'P-POLE, 2.9 FT (0.9 M) NW OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9447 ***********************************************************************
 AE9447  DESIGNATION -  5005 W
 AE9447  PID         -  AE9447
 AE9447  STATE/COUNTY-  MN/MOWER
 AE9447  COUNTRY     -  US
 AE9447  USGS QUAD   -  ROSE CREEK (1982)
 AE9447
 AE9447                         *CURRENT SURVEY CONTROL
 AE9447  ______________________________________________________________________
 AE9447* NAD 83(1986) POSITION- 43 34 42.     (N) 092 46 27.     (W)   SCALED    
 AE9447* NAVD 88 ORTHO HEIGHT -   399.351  (meters)    1310.20  (feet) ADJUSTED  
 AE9447  ______________________________________________________________________
 AE9447  GEOID HEIGHT    -        -29.53  (meters)                     GEOID09
 AE9447  DYNAMIC HEIGHT  -        399.257 (meters)     1309.90  (feet) COMP
 AE9447  MODELED GRAVITY -    980,372.9   (mgal)                       NAVD 88
 AE9447
 AE9447  VERT ORDER      -  SECOND    CLASS I
 AE9447
 AE9447.The horizontal coordinates were scaled from a topographic map and have
 AE9447.an estimated accuracy of +/- 6 seconds.
 AE9447.
 AE9447.The orthometric height was determined by differential leveling and
 AE9447.adjusted in November 1998.
 AE9447
 AE9447.The dynamic height is computed by dividing the NAVD 88
 AE9447.geopotential number by the normal gravity value computed on the
 AE9447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9447.degrees latitude (g = 980.6199 gals.).
 AE9447
 AE9447.The modeled gravity was interpolated from observed gravity values.
 AE9447
 AE9447;                    North         East    Units  Estimated Accuracy
 AE9447;SPC MN S     -   165,000.      899,010.      MT  (+/- 180 meters Scaled)
 AE9447
 AE9447                          SUPERSEDED SURVEY CONTROL
 AE9447
 AE9447.No superseded survey control is available for this station.
 AE9447
 AE9447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ182250(NAD 83)
 AE9447
 AE9447_MARKER: DV = VERTICAL CONTROL DISK
 AE9447_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9447_STAMPING: 5005 W 1991
 AE9447_MARK LOGO: MNDT  
 AE9447_PROJECTION: RECESSED 5 CENTIMETERS
 AE9447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9447+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9447_ROD/PIPE-DEPTH:  6.1 meters
 AE9447
 AE9447  HISTORY     - Date     Condition        Report By
 AE9447  HISTORY     - 1991     MONUMENTED       MNDT
 AE9447
 AE9447                          STATION DESCRIPTION
 AE9447
 AE9447'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9447'3 MI (4.8 KM) WNW OF ADAMS, 2.95 MI (4.75 KM) NW ALONG TH 56 FROM THE
 AE9447'JCT OF TH 56 AND CO RD 7, AT TH 56 MP 21.8, 135.5 FT (41.3 M) SW OF TH
 AE9447'56, 4.0 FT (1.2 M) NW OF A P-POLE, 1.0 FT (0.3 M) NE OF A WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9449 ***********************************************************************
 AE9449  DESIGNATION -  5005 X
 AE9449  PID         -  AE9449
 AE9449  STATE/COUNTY-  MN/MOWER
 AE9449  COUNTRY     -  US
 AE9449  USGS QUAD   -  ADAMS (1965)
 AE9449
 AE9449                         *CURRENT SURVEY CONTROL
 AE9449  ______________________________________________________________________
 AE9449* NAD 83(1986) POSITION- 43 34 04.     (N) 092 44 47.     (W)   SCALED    
 AE9449* NAVD 88 ORTHO HEIGHT -   392.270  (meters)    1286.97  (feet) ADJUSTED  
 AE9449  ______________________________________________________________________
 AE9449  GEOID HEIGHT    -        -29.59  (meters)                     GEOID09
 AE9449  DYNAMIC HEIGHT  -        392.177 (meters)     1286.67  (feet) COMP
 AE9449  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 AE9449
 AE9449  VERT ORDER      -  SECOND    CLASS I
 AE9449
 AE9449.The horizontal coordinates were scaled from a topographic map and have
 AE9449.an estimated accuracy of +/- 6 seconds.
 AE9449.
 AE9449.The orthometric height was determined by differential leveling and
 AE9449.adjusted in November 1998.
 AE9449
 AE9449.Photographs are available for this station.
 AE9449
 AE9449.The dynamic height is computed by dividing the NAVD 88
 AE9449.geopotential number by the normal gravity value computed on the
 AE9449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9449.degrees latitude (g = 980.6199 gals.).
 AE9449
 AE9449.The modeled gravity was interpolated from observed gravity values.
 AE9449
 AE9449;                    North         East    Units  Estimated Accuracy
 AE9449;SPC MN S     -   163,870.      901,280.      MT  (+/- 180 meters Scaled)
 AE9449
 AE9449                          SUPERSEDED SURVEY CONTROL
 AE9449
 AE9449.No superseded survey control is available for this station.
 AE9449
 AE9449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ204238(NAD 83)
 AE9449
 AE9449_MARKER: DV = VERTICAL CONTROL DISK
 AE9449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE9449_STAMPING: 5005 X 1991
 AE9449_MARK LOGO: MNDT  
 AE9449_PROJECTION: RECESSED 3 CENTIMETERS
 AE9449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE9449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE9449+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9449_ROD/PIPE-DEPTH:  4.0 meters
 AE9449
 AE9449  HISTORY     - Date     Condition        Report By
 AE9449  HISTORY     - 1991     MONUMENTED       MNDT
 AE9449
 AE9449                          STATION DESCRIPTION
 AE9449
 AE9449'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9449'1-1/2 MI NW OF ADAMS, 1.35 MI (2.17 KM) WNW ALONG TH 56 FROM THE JCT
 AE9449'OF TH 56 AND CO RD 7, AT TH 56 MP 20.2, 139.5 FT (42.5 M) SSW OF TH
 AE9449'56, 3.7 FT (1.1 M) WNW OF A CONC P-POLE, 0.8 FT (24.4 CM) NNE OF A WIT
 AE9449'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9450 ***********************************************************************
 AE9450  DESIGNATION -  5005 Y
 AE9450  PID         -  AE9450
 AE9450  STATE/COUNTY-  MN/MOWER
 AE9450  COUNTRY     -  US
 AE9450  USGS QUAD   -  ADAMS (1965)
 AE9450
 AE9450                         *CURRENT SURVEY CONTROL
 AE9450  ______________________________________________________________________
 AE9450* NAD 83(1986) POSITION- 43 33 58.     (N) 092 43 58.     (W)   SCALED    
 AE9450* NAVD 88 ORTHO HEIGHT -   388.672  (meters)    1275.17  (feet) ADJUSTED  
 AE9450  ______________________________________________________________________
 AE9450  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 AE9450  DYNAMIC HEIGHT  -        388.581 (meters)     1274.87  (feet) COMP
 AE9450  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 AE9450
 AE9450  VERT ORDER      -  SECOND    CLASS I
 AE9450
 AE9450.The horizontal coordinates were scaled from a topographic map and have
 AE9450.an estimated accuracy of +/- 6 seconds.
 AE9450.
 AE9450.The orthometric height was determined by differential leveling and
 AE9450.adjusted in November 1998.
 AE9450
 AE9450.Photographs are available for this station.
 AE9450
 AE9450.The dynamic height is computed by dividing the NAVD 88
 AE9450.geopotential number by the normal gravity value computed on the
 AE9450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9450.degrees latitude (g = 980.6199 gals.).
 AE9450
 AE9450.The modeled gravity was interpolated from observed gravity values.
 AE9450
 AE9450;                    North         East    Units  Estimated Accuracy
 AE9450;SPC MN S     -   163,700.      902,380.      MT  (+/- 180 meters Scaled)
 AE9450
 AE9450                          SUPERSEDED SURVEY CONTROL
 AE9450
 AE9450.No superseded survey control is available for this station.
 AE9450
 AE9450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ215237(NAD 83)
 AE9450
 AE9450_MARKER: DV = VERTICAL CONTROL DISK
 AE9450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9450_SP_SET: BOX CULVERT
 AE9450_STAMPING: 5005 Y 1991
 AE9450_MARK LOGO: MNDT  
 AE9450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9450+STABILITY: SURFACE MOTION
 AE9450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9450+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9450
 AE9450  HISTORY     - Date     Condition        Report By
 AE9450  HISTORY     - 1991     MONUMENTED       MNDT
 AE9450
 AE9450                          STATION DESCRIPTION
 AE9450
 AE9450'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9450'3/4 MI WNW OF ADAMS, 0.85 MI (1.37 KM) WNW ALONG TH 56 FROM THE JCT OF
 AE9450'TH 56 AND CO RD 7, AT TH 56 MP 19.5, 55.5 FT (16.9 M) SSW OF TH 56,
 AE9450'0.5 FT (15.2 CM) WNW OF THE SE COR OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE9452 ***********************************************************************
 AE9452  DESIGNATION -  5005 Z
 AE9452  PID         -  AE9452
 AE9452  STATE/COUNTY-  MN/MOWER
 AE9452  COUNTRY     -  US
 AE9452  USGS QUAD   -  ADAMS (1965)
 AE9452
 AE9452                         *CURRENT SURVEY CONTROL
 AE9452  ______________________________________________________________________
 AE9452* NAD 83(1986) POSITION- 43 33 47.     (N) 092 42 24.     (W)   SCALED    
 AE9452* NAVD 88 ORTHO HEIGHT -   392.802  (meters)    1288.72  (feet) ADJUSTED  
 AE9452  ______________________________________________________________________
 AE9452  GEOID HEIGHT    -        -29.67  (meters)                     GEOID09
 AE9452  DYNAMIC HEIGHT  -        392.709 (meters)     1288.41  (feet) COMP
 AE9452  MODELED GRAVITY -    980,371.1   (mgal)                       NAVD 88
 AE9452
 AE9452  VERT ORDER      -  SECOND    CLASS I
 AE9452
 AE9452.The horizontal coordinates were scaled from a topographic map and have
 AE9452.an estimated accuracy of +/- 6 seconds.
 AE9452.
 AE9452.The orthometric height was determined by differential leveling and
 AE9452.adjusted in November 1998.
 AE9452
 AE9452.Photographs are available for this station.
 AE9452
 AE9452.The dynamic height is computed by dividing the NAVD 88
 AE9452.geopotential number by the normal gravity value computed on the
 AE9452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE9452.degrees latitude (g = 980.6199 gals.).
 AE9452
 AE9452.The modeled gravity was interpolated from observed gravity values.
 AE9452
 AE9452;                    North         East    Units  Estimated Accuracy
 AE9452;SPC MN S     -   163,390.      904,490.      MT  (+/- 180 meters Scaled)
 AE9452
 AE9452                          SUPERSEDED SURVEY CONTROL
 AE9452
 AE9452.No superseded survey control is available for this station.
 AE9452
 AE9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ236233(NAD 83)
 AE9452
 AE9452_MARKER: DV = VERTICAL CONTROL DISK
 AE9452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE9452_SP_SET: BOX CULVERT
 AE9452_STAMPING: 5005 Z 1991
 AE9452_MARK LOGO: MNDT  
 AE9452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE9452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE9452+STABILITY: SURFACE MOTION
 AE9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE9452+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AE9452
 AE9452  HISTORY     - Date     Condition        Report By
 AE9452  HISTORY     - 1991     MONUMENTED       MNDT
 AE9452
 AE9452                          STATION DESCRIPTION
 AE9452
 AE9452'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE9452'3/4 MI ESE OF ADAMS, 0.7 MI (1.1 KM) ALONG TH 56 FROM THE JCT OF TH 56
 AE9452'AND CO RD 7, AT TH 56 MP 18.15, 43.0 FT (13.1 M) SSW OF TH 56, 0.5 FT
 AE9452'(15.2 CM) WEST OF THE EAST END OF A BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8030 ***********************************************************************
 AE8030  DESIGNATION -  5006 A
 AE8030  PID         -  AE8030
 AE8030  STATE/COUNTY-  MN/MOWER
 AE8030  COUNTRY     -  US
 AE8030  USGS QUAD   -  SPRING VALLEY (1965)
 AE8030
 AE8030                         *CURRENT SURVEY CONTROL
 AE8030  ______________________________________________________________________
 AE8030* NAD 83(1986) POSITION- 43 43 03.     (N) 092 28 45.     (W)   SCALED    
 AE8030* NAVD 88 ORTHO HEIGHT -   396.658  (meters)    1301.37  (feet) ADJUSTED  
 AE8030  ______________________________________________________________________
 AE8030  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 AE8030  DYNAMIC HEIGHT  -        396.569 (meters)     1301.08  (feet) COMP
 AE8030  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 AE8030
 AE8030  VERT ORDER      -  SECOND    CLASS I
 AE8030
 AE8030.The horizontal coordinates were scaled from a topographic map and have
 AE8030.an estimated accuracy of +/- 6 seconds.
 AE8030.
 AE8030.The orthometric height was determined by differential leveling and
 AE8030.adjusted in November 1998.
 AE8030
 AE8030.Photographs are available for this station.
 AE8030
 AE8030.The dynamic height is computed by dividing the NAVD 88
 AE8030.geopotential number by the normal gravity value computed on the
 AE8030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8030.degrees latitude (g = 980.6199 gals.).
 AE8030
 AE8030.The modeled gravity was interpolated from observed gravity values.
 AE8030
 AE8030;                    North         East    Units  Estimated Accuracy
 AE8030;SPC MN S     -   180,860.      922,550.      MT  (+/- 180 meters Scaled)
 AE8030
 AE8030                          SUPERSEDED SURVEY CONTROL
 AE8030
 AE8030.No superseded survey control is available for this station.
 AE8030
 AE8030_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ419406(NAD 83)
 AE8030
 AE8030_MARKER: DB = BENCH MARK DISK
 AE8030_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AE8030_STAMPING: 5006 A 1981
 AE8030_MARK LOGO: MNDT  
 AE8030_PROJECTION: RECESSED 10 CENTIMETERS
 AE8030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8030+STABILITY: SURFACE MOTION
 AE8030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8030+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2007
 AE8030
 AE8030  HISTORY     - Date     Condition        Report By
 AE8030  HISTORY     - 1981     MONUMENTED       MNDT
 AE8030  HISTORY     - 19910829 GOOD             MNDT
 AE8030  HISTORY     - 20070801 GOOD             MNDT
 AE8030
 AE8030                          STATION DESCRIPTION
 AE8030
 AE8030'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8030'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NW OF SPRING VALLEY, 0.5 MI
 AE8030'(0.8 KM) NORTH ALONG TH 63 FROM ITS JCT WITH TH 16, AND IN THE NE 1/4
 AE8030'OF SECTION 23, T103N, R14W.  THE MARK IS 99.0 FT (30.2 M) EAST OF AND
 AE8030'ABOUT LEVEL WITH THE CENTER OF TH 63, 12.0 FT (3.7 M) NORTH OF THE
 AE8030'CENTER OF A FIELD ENTRANCE, 13.5 FT (4.1 M) SOUTH OF A P-POLE, AND 0.5
 AE8030'FT (15.2 CM) WEST OF A WITNESS POST.
 AE8030
 AE8030                          STATION RECOVERY (2007)
 AE8030
 AE8030'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AE8031 ***********************************************************************
 AE8031  DESIGNATION -  5006 B
 AE8031  PID         -  AE8031
 AE8031  STATE/COUNTY-  MN/MOWER
 AE8031  COUNTRY     -  US
 AE8031  USGS QUAD   -  SPRING VALLEY (1965)
 AE8031
 AE8031                         *CURRENT SURVEY CONTROL
 AE8031  ______________________________________________________________________
 AE8031* NAD 83(1986) POSITION- 43 43 05.     (N) 092 28 45.     (W)   SCALED    
 AE8031* NAVD 88 ORTHO HEIGHT -   396.602  (meters)    1301.19  (feet) ADJUSTED  
 AE8031  ______________________________________________________________________
 AE8031  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 AE8031  DYNAMIC HEIGHT  -        396.513 (meters)     1300.89  (feet) COMP
 AE8031  MODELED GRAVITY -    980,383.0   (mgal)                       NAVD 88
 AE8031
 AE8031  VERT ORDER      -  SECOND    CLASS I
 AE8031
 AE8031.The horizontal coordinates were scaled from a topographic map and have
 AE8031.an estimated accuracy of +/- 6 seconds.
 AE8031.
 AE8031.The orthometric height was determined by differential leveling and
 AE8031.adjusted in November 1998.
 AE8031
 AE8031.Photographs are available for this station.
 AE8031
 AE8031.The dynamic height is computed by dividing the NAVD 88
 AE8031.geopotential number by the normal gravity value computed on the
 AE8031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8031.degrees latitude (g = 980.6199 gals.).
 AE8031
 AE8031.The modeled gravity was interpolated from observed gravity values.
 AE8031
 AE8031;                    North         East    Units  Estimated Accuracy
 AE8031;SPC MN S     -   180,930.      922,550.      MT  (+/- 180 meters Scaled)
 AE8031
 AE8031                          SUPERSEDED SURVEY CONTROL
 AE8031
 AE8031.No superseded survey control is available for this station.
 AE8031
 AE8031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ419406(NAD 83)
 AE8031
 AE8031_MARKER: DB = BENCH MARK DISK
 AE8031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE8031_SP_SET: BRIDGE ABUTMENT
 AE8031_STAMPING: 5006 B 1981
 AE8031_MARK LOGO: MNDT  
 AE8031_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8031
 AE8031  HISTORY     - Date     Condition        Report By
 AE8031  HISTORY     - 1981     MONUMENTED       MNDT
 AE8031  HISTORY     - 19910829 GOOD             MNDT
 AE8031  HISTORY     - 20070801 GOOD             MNDT
 AE8031
 AE8031                          STATION DESCRIPTION
 AE8031
 AE8031'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AE8031'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NW OF SPRING VALLEY, 0.5 MI
 AE8031'(0.8 KM) NORTH ALONG TH 63 FROM ITS JCT WITH TH 16, IN THE ABUTMENT AT
 AE8031'THE SE CORNER OF BRIDGE NUMBER 50001 (TH 63 OVER DEER CREEK), AND IN
 AE8031'THE NE 1/4 OF SECTION 23, T103N, R14W.  THE MARK IS 26.0 FT (7.9 M)
 AE8031'EAST OF AND ABOUT LEVEL WITH THE CENTER OF TH 63 AND 1.3 FT (0.4 M)
 AE8031'EAST OF THE SE CORNER OF THE BRIDGE.
 AE8031
 AE8031                          STATION RECOVERY (2007)
 AE8031
 AE8031'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (DRB)
 AE8031'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4702 ***********************************************************************
 DL4702  DESIGNATION -  5007 C
 DL4702  PID         -  DL4702
 DL4702  STATE/COUNTY-  MN/MOWER
 DL4702  COUNTRY     -  US
 DL4702  USGS QUAD   -  AUSTIN EAST (1982)
 DL4702
 DL4702                         *CURRENT SURVEY CONTROL
 DL4702  ______________________________________________________________________
 DL4702* NAD 83(1986) POSITION- 43 39 17.2    (N) 092 59 22.0    (W)   HD_HELD2  
 DL4702* NAVD 88 ORTHO HEIGHT -   364.017  (meters)    1194.28  (feet) ADJUSTED  
 DL4702  ______________________________________________________________________
 DL4702  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 DL4702  DYNAMIC HEIGHT  -        363.951 (meters)     1194.06  (feet) COMP
 DL4702  MODELED GRAVITY -    980,426.9   (mgal)                       NAVD 88
 DL4702
 DL4702  VERT ORDER      -  SECOND    CLASS I
 DL4702
 DL4702.The horizontal coordinates were established by autonomous hand held GPS
 DL4702.observations and have an estimated accuracy of +/- 10 meters.
 DL4702.
 DL4702.The orthometric height was determined by differential leveling and
 DL4702.adjusted in April 2010.
 DL4702
 DL4702.No vertical observational check was made to the station.
 DL4702
 DL4702.The dynamic height is computed by dividing the NAVD 88
 DL4702.geopotential number by the normal gravity value computed on the
 DL4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4702.degrees latitude (g = 980.6199 gals.).
 DL4702
 DL4702.The modeled gravity was interpolated from observed gravity values.
 DL4702
 DL4702;                    North         East    Units  Estimated Accuracy
 DL4702;SPC MN S     -   173,259.      881,522.      MT  (+/- 10 meters HH2 GPS)
 DL4702
 DL4702                          SUPERSEDED SURVEY CONTROL
 DL4702
 DL4702.No superseded survey control is available for this station.
 DL4702
 DL4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0085133530(NAD 83)
 DL4702
 DL4702_MARKER: DB = BENCH MARK DISK
 DL4702_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL4702_SP_SET: BRIDGE WALK
 DL4702_STAMPING: 5007 C 1977
 DL4702_MARK LOGO: MNDT  
 DL4702_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4702+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4702
 DL4702  HISTORY     - Date     Condition        Report By
 DL4702  HISTORY     - 1977     MONUMENTED       MNDT
 DL4702  HISTORY     - 20051207 GOOD             MNDT
 DL4702
 DL4702                          STATION DESCRIPTION
 DL4702
 DL4702'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4702'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4702'THE MARK IS 0.7 MILES SOUTH ON TRUNK HIGHWAY 105 FROM JUNCTION OF
 DL4702'TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, AT TRUNK HIGHWAY
 DL4702'105 MILE POINT 11.25, IN SIDEWALK AT SOUTHEAST CORNER OF TRUNK HIGHWAY
 DL4702'105 BRIDGE 5971 OVER TURTLE CREEK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4703 ***********************************************************************
 DL4703  DESIGNATION -  5007 E
 DL4703  PID         -  DL4703
 DL4703  STATE/COUNTY-  MN/MOWER
 DL4703  COUNTRY     -  US
 DL4703  USGS QUAD   -  AUSTIN EAST (1982)
 DL4703
 DL4703                         *CURRENT SURVEY CONTROL
 DL4703  ______________________________________________________________________
 DL4703* NAD 83(1986) POSITION- 43 38 16.5    (N) 092 59 23.2    (W)   HD_HELD2  
 DL4703* NAVD 88 ORTHO HEIGHT -   367.956  (meters)    1207.20  (feet) ADJUSTED  
 DL4703  ______________________________________________________________________
 DL4703  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DL4703  DYNAMIC HEIGHT  -        367.889 (meters)     1206.98  (feet) COMP
 DL4703  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 DL4703
 DL4703  VERT ORDER      -  SECOND    CLASS I
 DL4703
 DL4703.The horizontal coordinates were established by autonomous hand held GPS
 DL4703.observations and have an estimated accuracy of +/- 10 meters.
 DL4703.
 DL4703.The orthometric height was determined by differential leveling and
 DL4703.adjusted in April 2010.
 DL4703
 DL4703.No vertical observational check was made to the station.
 DL4703
 DL4703.The dynamic height is computed by dividing the NAVD 88
 DL4703.geopotential number by the normal gravity value computed on the
 DL4703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4703.degrees latitude (g = 980.6199 gals.).
 DL4703
 DL4703.The modeled gravity was interpolated from observed gravity values.
 DL4703
 DL4703;                    North         East    Units  Estimated Accuracy
 DL4703;SPC MN S     -   171,385.      881,518.      MT  (+/- 10 meters HH2 GPS)
 DL4703
 DL4703                          SUPERSEDED SURVEY CONTROL
 DL4703
 DL4703.No superseded survey control is available for this station.
 DL4703
 DL4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0082431658(NAD 83)
 DL4703
 DL4703_MARKER: DV = VERTICAL CONTROL DISK
 DL4703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4703_STAMPING: 5007 E 1977
 DL4703_MARK LOGO: MNDT  
 DL4703_PROJECTION: RECESSED 5 CENTIMETERS
 DL4703_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL4703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4703+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4703_ROD/PIPE-DEPTH:  3.0 meters
 DL4703
 DL4703  HISTORY     - Date     Condition        Report By
 DL4703  HISTORY     - 1977     MONUMENTED       MNDT
 DL4703  HISTORY     - 20051207 GOOD             MNDT
 DL4703
 DL4703                          STATION DESCRIPTION
 DL4703
 DL4703'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4703'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4703'THE MARK IS LOCATED 2.0 MI (3.2 KM) SOUTH ON TRUNK HIGHWAY 105 FROM
 DL4703'THE JUNCTION OF TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, TO
 DL4703'REACH THE MARK AT TRUNK HIGHWAY 105 MILE POINT GO 10.0,
 DL4703' 
 DL4703'67 FT (20.4 M) NORTH OF COUNTY ROAD 28, THEN GO 58 FT (17.7 M) WEST OF
 DL4703'TRUNK HIGHWAY 105, 0.6 FT (0.2 M) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4704 ***********************************************************************
 DL4704  DESIGNATION -  5007 F
 DL4704  PID         -  DL4704
 DL4704  STATE/COUNTY-  MN/MOWER
 DL4704  COUNTRY     -  US
 DL4704  USGS QUAD   -  AUSTIN EAST (1982)
 DL4704
 DL4704                         *CURRENT SURVEY CONTROL
 DL4704  ______________________________________________________________________
 DL4704* NAD 83(1986) POSITION- 43 37 49.6    (N) 092 59 22.6    (W)   HD_HELD2  
 DL4704* NAVD 88 ORTHO HEIGHT -   368.222  (meters)    1208.08  (feet) ADJUSTED  
 DL4704  ______________________________________________________________________
 DL4704  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DL4704  DYNAMIC HEIGHT  -        368.155 (meters)     1207.86  (feet) COMP
 DL4704  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 DL4704
 DL4704  VERT ORDER      -  SECOND    CLASS I
 DL4704
 DL4704.The horizontal coordinates were established by autonomous hand held GPS
 DL4704.observations and have an estimated accuracy of +/- 10 meters.
 DL4704.
 DL4704.The orthometric height was determined by differential leveling and
 DL4704.adjusted in April 2010.
 DL4704
 DL4704.No vertical observational check was made to the station.
 DL4704
 DL4704.The dynamic height is computed by dividing the NAVD 88
 DL4704.geopotential number by the normal gravity value computed on the
 DL4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4704.degrees latitude (g = 980.6199 gals.).
 DL4704
 DL4704.The modeled gravity was interpolated from observed gravity values.
 DL4704
 DL4704;                    North         East    Units  Estimated Accuracy
 DL4704;SPC MN S     -   170,555.      881,542.      MT  (+/- 10 meters HH2 GPS)
 DL4704
 DL4704                          SUPERSEDED SURVEY CONTROL
 DL4704
 DL4704.No superseded survey control is available for this station.
 DL4704
 DL4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0083830828(NAD 83)
 DL4704
 DL4704_MARKER: DV = VERTICAL CONTROL DISK
 DL4704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4704_STAMPING: 5007 F 1977
 DL4704_MARK LOGO: MNDT  
 DL4704_PROJECTION: RECESSED 3 CENTIMETERS
 DL4704_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL4704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4704+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4704_ROD/PIPE-DEPTH:  3.0 meters
 DL4704
 DL4704  HISTORY     - Date     Condition        Report By
 DL4704  HISTORY     - 1977     MONUMENTED       MNDT
 DL4704  HISTORY     - 20051207 GOOD             MNDT
 DL4704
 DL4704                          STATION DESCRIPTION
 DL4704
 DL4704'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4704'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4704'THE MARK IS 2.5 MI (4.0 KM) SOUTH ON TRUNK HIGHWAY 105 FROM THE
 DL4704'JUNCTION OF TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, AT
 DL4704'TRUNK HIGHWAY 105 MILE POINT 9.50, 29 FT (8.8 M) WEST OF TRUNK HIGHWAY
 DL4704'105, ON SECTION LINE,
 DL4704' 
 DL4704'2.0 FT (0.6 M) EAST OF A NORTH-SOUTH FENCE LINE, 0.7 FT (0.2 M) SOUTH
 DL4704'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4705 ***********************************************************************
 DL4705  DESIGNATION -  5007 G
 DL4705  PID         -  DL4705
 DL4705  STATE/COUNTY-  MN/MOWER
 DL4705  COUNTRY     -  US
 DL4705  USGS QUAD   -  LYLE (1982)
 DL4705
 DL4705                         *CURRENT SURVEY CONTROL
 DL4705  ______________________________________________________________________
 DL4705* NAD 83(1986) POSITION- 43 36 57.3    (N) 092 59 23.7    (W)   HD_HELD2  
 DL4705* NAVD 88 ORTHO HEIGHT -   365.598  (meters)    1199.47  (feet) ADJUSTED  
 DL4705  ______________________________________________________________________
 DL4705  GEOID HEIGHT    -        -28.77  (meters)                     GEOID09
 DL4705  DYNAMIC HEIGHT  -        365.531 (meters)     1199.25  (feet) COMP
 DL4705  MODELED GRAVITY -    980,425.8   (mgal)                       NAVD 88
 DL4705
 DL4705  VERT ORDER      -  SECOND    CLASS I
 DL4705
 DL4705.The horizontal coordinates were established by autonomous hand held GPS
 DL4705.observations and have an estimated accuracy of +/- 10 meters.
 DL4705.
 DL4705.The orthometric height was determined by differential leveling and
 DL4705.adjusted in April 2010.
 DL4705
 DL4705.No vertical observational check was made to the station.
 DL4705
 DL4705.The dynamic height is computed by dividing the NAVD 88
 DL4705.geopotential number by the normal gravity value computed on the
 DL4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4705.degrees latitude (g = 980.6199 gals.).
 DL4705
 DL4705.The modeled gravity was interpolated from observed gravity values.
 DL4705
 DL4705;                    North         East    Units  Estimated Accuracy
 DL4705;SPC MN S     -   168,941.      881,537.      MT  (+/- 10 meters HH2 GPS)
 DL4705
 DL4705                          SUPERSEDED SURVEY CONTROL
 DL4705
 DL4705.No superseded survey control is available for this station.
 DL4705
 DL4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0081329215(NAD 83)
 DL4705
 DL4705_MARKER: DV = VERTICAL CONTROL DISK
 DL4705_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4705_STAMPING: 5007 G 1977
 DL4705_MARK LOGO: MNDT  
 DL4705_PROJECTION: RECESSED 8 CENTIMETERS
 DL4705_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL4705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4705+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4705_ROD/PIPE-DEPTH:  3.0 meters
 DL4705
 DL4705  HISTORY     - Date     Condition        Report By
 DL4705  HISTORY     - 1977     MONUMENTED       MNDT
 DL4705  HISTORY     - 20051207 GOOD             MNDT
 DL4705
 DL4705                          STATION DESCRIPTION
 DL4705
 DL4705'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4705'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4705'THE MARK IS 3.5 MILES SOUTH ON TRUNK HIGHWAY 105 FROM JUNCTION OF
 DL4705'TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, AT TRUNK HIGHWAY
 DL4705'105 MILE POINT 8.50, 31 FEET WEST OF TRUNK HIGHWAY 105,
 DL4705' 
 DL4705'6.0 FEET SOUTH OF EAST-WEST FENCE, 4.0 FEET SOUTH OF POWER POLE, 0.7
 DL4705'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4706 ***********************************************************************
 DL4706  DESIGNATION -  5007 H
 DL4706  PID         -  DL4706
 DL4706  STATE/COUNTY-  MN/MOWER
 DL4706  COUNTRY     -  US
 DL4706  USGS QUAD   -  LYLE (1982)
 DL4706
 DL4706                         *CURRENT SURVEY CONTROL
 DL4706  ______________________________________________________________________
 DL4706* NAD 83(1986) POSITION- 43 36 18.7    (N) 092 59 58.3    (W)   HD_HELD2  
 DL4706* NAVD 88 ORTHO HEIGHT -   363.784  (meters)    1193.51  (feet) ADJUSTED  
 DL4706  ______________________________________________________________________
 DL4706  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DL4706  DYNAMIC HEIGHT  -        363.718 (meters)     1193.30  (feet) COMP
 DL4706  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 DL4706
 DL4706  VERT ORDER      -  SECOND    CLASS I
 DL4706
 DL4706.The horizontal coordinates were established by autonomous hand held GPS
 DL4706.observations and have an estimated accuracy of +/- 10 meters.
 DL4706.
 DL4706.The orthometric height was determined by differential leveling and
 DL4706.adjusted in April 2010.
 DL4706
 DL4706.No vertical observational check was made to the station.
 DL4706
 DL4706.The dynamic height is computed by dividing the NAVD 88
 DL4706.geopotential number by the normal gravity value computed on the
 DL4706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4706.degrees latitude (g = 980.6199 gals.).
 DL4706
 DL4706.The modeled gravity was interpolated from observed gravity values.
 DL4706
 DL4706;                    North         East    Units  Estimated Accuracy
 DL4706;SPC MN S     -   167,740.      880,776.      MT  (+/- 10 meters HH2 GPS)
 DL4706
 DL4706                          SUPERSEDED SURVEY CONTROL
 DL4706
 DL4706.No superseded survey control is available for this station.
 DL4706
 DL4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0003828024(NAD 83)
 DL4706
 DL4706_MARKER: DV = VERTICAL CONTROL DISK
 DL4706_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4706_STAMPING: 5007 H 1976
 DL4706_MARK LOGO: MNHD  
 DL4706_PROJECTION: FLUSH
 DL4706_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 DL4706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4706+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4706_ROD/PIPE-DEPTH:  3.0 meters
 DL4706
 DL4706  HISTORY     - Date     Condition        Report By
 DL4706  HISTORY     - 1976     MONUMENTED       MNHD
 DL4706  HISTORY     - 20051207 GOOD             MNDT
 DL4706
 DL4706                          STATION DESCRIPTION
 DL4706
 DL4706'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4706'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4706'THE MARK IS 4.4 MILES SOUTH ON TRUNK HIGHWAY 105 FROM JUNCTION OF
 DL4706'TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, AT TRUNK HIGHWAY
 DL4706'105 MILE POINT 7.55,
 DL4706' 
 DL4706'47 FEET NORTH OF COUNTY ROAD 4 (173 STREET), 36 FEET WEST OF EXTENDED
 DL4706'TRUNK HIGHWAY 105 SOUTH, 3.0 FEET WEST OF POWER POLE, 2.0 FEET EAST OF
 DL4706'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4707 ***********************************************************************
 DL4707  DESIGNATION -  5007 H 1
 DL4707  PID         -  DL4707
 DL4707  STATE/COUNTY-  MN/MOWER
 DL4707  COUNTRY     -  US
 DL4707  USGS QUAD   -  LYLE (1982)
 DL4707
 DL4707                         *CURRENT SURVEY CONTROL
 DL4707  ______________________________________________________________________
 DL4707* NAD 83(1986) POSITION- 43 36 18.5    (N) 092 59 03.1    (W)   HD_HELD2  
 DL4707* NAVD 88 ORTHO HEIGHT -   358.672  (meters)    1176.74  (feet) ADJUSTED  
 DL4707  ______________________________________________________________________
 DL4707  GEOID HEIGHT    -        -28.79  (meters)                     GEOID09
 DL4707  DYNAMIC HEIGHT  -        358.606 (meters)     1176.53  (feet) COMP
 DL4707  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DL4707
 DL4707  VERT ORDER      -  SECOND    CLASS I
 DL4707
 DL4707.The horizontal coordinates were established by autonomous hand held GPS
 DL4707.observations and have an estimated accuracy of +/- 10 meters.
 DL4707.
 DL4707.The orthometric height was determined by differential leveling and
 DL4707.adjusted in April 2010.
 DL4707
 DL4707.No vertical observational check was made to the station.
 DL4707
 DL4707.The dynamic height is computed by dividing the NAVD 88
 DL4707.geopotential number by the normal gravity value computed on the
 DL4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4707.degrees latitude (g = 980.6199 gals.).
 DL4707
 DL4707.The modeled gravity was interpolated from observed gravity values.
 DL4707
 DL4707;                    North         East    Units  Estimated Accuracy
 DL4707;SPC MN S     -   167,749.      882,014.      MT  (+/- 10 meters HH2 GPS)
 DL4707
 DL4707                          SUPERSEDED SURVEY CONTROL
 DL4707
 DL4707.No superseded survey control is available for this station.
 DL4707
 DL4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0127528018(NAD 83)
 DL4707
 DL4707_MARKER: DB = BENCH MARK DISK
 DL4707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4707_SP_SET: BRIDGE ABUTMENT
 DL4707_STAMPING: 5007 H 1 1977
 DL4707_MARK LOGO: MNHD  
 DL4707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4707+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4707
 DL4707  HISTORY     - Date     Condition        Report By
 DL4707  HISTORY     - 1965     MONUMENTED       MNHD
 DL4707  HISTORY     - 20051207 GOOD             MNDT
 DL4707
 DL4707                          STATION DESCRIPTION
 DL4707
 DL4707'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4707'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4707'THE MARK IS 4.3 MI (6.9 KM) SOUTH OF AUSTIN, 4.3 MI (6.9 KM) SOUTH ON
 DL4707'TRUNK HIGHWAY 116 FROM THE JUNCTION OF TRUNK HIGHWAY 105 AND TRUNK
 DL4707'HIGHWAY 116, AT TRUNK HIGHWAY 105 MILE POINT 7.70 THEN 0.4 MI (0.6 KM)
 DL4707'EAST ON COUNTY ROAD 4, IN SOUTHEAST ABUTMENT OF COUNTY ROAD 4 BRIDGE
 DL4707'50508 OVER CEDAR RIVER.  DISK SET IN BRIDGE WHEN BUILT IN 1965, THEN
 DL4707'THE YEAR 1977 IN DISK WHEN LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4709 ***********************************************************************
 DL4709  DESIGNATION -  5007 J
 DL4709  PID         -  DL4709
 DL4709  STATE/COUNTY-  MN/MOWER
 DL4709  COUNTRY     -  US
 DL4709  USGS QUAD   -  LONDON (1982)
 DL4709
 DL4709                         *CURRENT SURVEY CONTROL
 DL4709  ______________________________________________________________________
 DL4709* NAD 83(1986) POSITION- 43 35 13.3    (N) 093 00 15.1    (W)   HD_HELD2  
 DL4709* NAVD 88 ORTHO HEIGHT -   354.689  (meters)    1163.68  (feet) ADJUSTED  
 DL4709  ______________________________________________________________________
 DL4709  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DL4709  DYNAMIC HEIGHT  -        354.625 (meters)     1163.47  (feet) COMP
 DL4709  MODELED GRAVITY -    980,426.4   (mgal)                       NAVD 88
 DL4709
 DL4709  VERT ORDER      -  SECOND    CLASS I
 DL4709
 DL4709.The horizontal coordinates were established by autonomous hand held GPS
 DL4709.observations and have an estimated accuracy of +/- 10 meters.
 DL4709.
 DL4709.The orthometric height was determined by differential leveling and
 DL4709.adjusted in April 2010.
 DL4709
 DL4709.No vertical observational check was made to the station.
 DL4709
 DL4709.The dynamic height is computed by dividing the NAVD 88
 DL4709.geopotential number by the normal gravity value computed on the
 DL4709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4709.degrees latitude (g = 980.6199 gals.).
 DL4709
 DL4709.The modeled gravity was interpolated from observed gravity values.
 DL4709
 DL4709;                    North         East    Units  Estimated Accuracy
 DL4709;SPC MN S     -   165,717.      880,424.      MT  (+/- 10 meters HH2 GPS)
 DL4709
 DL4709                          SUPERSEDED SURVEY CONTROL
 DL4709
 DL4709.No superseded survey control is available for this station.
 DL4709
 DL4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9966126006(NAD 83)
 DL4709
 DL4709_MARKER: DV = VERTICAL CONTROL DISK
 DL4709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4709_STAMPING: 5007 J 1976
 DL4709_MARK LOGO: MNHD  
 DL4709_PROJECTION: RECESSED 8 CENTIMETERS
 DL4709_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL4709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4709+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4709_ROD/PIPE-DEPTH:  3.0 meters
 DL4709
 DL4709  HISTORY     - Date     Condition        Report By
 DL4709  HISTORY     - 1976     MONUMENTED       MNHD
 DL4709  HISTORY     - 20051207 GOOD             MNDT
 DL4709
 DL4709                          STATION DESCRIPTION
 DL4709
 DL4709'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4709'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4709'THE MARK IS 5.7 MI (9.2 KM) SOUTH ON TRUNK HIGHWAY 105 FROM THE
 DL4709'JUNCTION OF TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, AT
 DL4709'TRUNK HIGHWAY 105 MILE POINT 6.30,
 DL4709' 
 DL4709'79 FT (24.1 M) WEST OF TRUNK HIGHWAY 105, 32 FT (9.8 M) NORTH OF 160TH
 DL4709'STREET, ON NORTH LINE OF SECTION 4, 2.0 FT (0.6 M) EAST OF A WITNESS
 DL4709'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4710 ***********************************************************************
 DL4710  DESIGNATION -  5007 J 1
 DL4710  PID         -  DL4710
 DL4710  STATE/COUNTY-  MN/MOWER
 DL4710  COUNTRY     -  US
 DL4710  USGS QUAD   -  LONDON (1982)
 DL4710
 DL4710                         *CURRENT SURVEY CONTROL
 DL4710  ______________________________________________________________________
 DL4710* NAD 83(1986) POSITION- 43 34 52.8    (N) 093 00 34.4    (W)   HD_HELD2  
 DL4710* NAVD 88 ORTHO HEIGHT -   355.073  (meters)    1164.94  (feet) ADJUSTED  
 DL4710  ______________________________________________________________________
 DL4710  GEOID HEIGHT    -        -28.71  (meters)                     GEOID09
 DL4710  DYNAMIC HEIGHT  -        355.009 (meters)     1164.73  (feet) COMP
 DL4710  MODELED GRAVITY -    980,426.5   (mgal)                       NAVD 88
 DL4710
 DL4710  VERT ORDER      -  SECOND    CLASS I
 DL4710
 DL4710.The horizontal coordinates were established by autonomous hand held GPS
 DL4710.observations and have an estimated accuracy of +/- 10 meters.
 DL4710.
 DL4710.The orthometric height was determined by differential leveling and
 DL4710.adjusted in April 2010.
 DL4710
 DL4710.No vertical observational check was made to the station.
 DL4710
 DL4710.The dynamic height is computed by dividing the NAVD 88
 DL4710.geopotential number by the normal gravity value computed on the
 DL4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4710.degrees latitude (g = 980.6199 gals.).
 DL4710
 DL4710.The modeled gravity was interpolated from observed gravity values.
 DL4710
 DL4710;                    North         East    Units  Estimated Accuracy
 DL4710;SPC MN S     -   165,079.      879,998.      MT  (+/- 10 meters HH2 GPS)
 DL4710
 DL4710                          SUPERSEDED SURVEY CONTROL
 DL4710
 DL4710.No superseded survey control is available for this station.
 DL4710
 DL4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9922825374(NAD 83)
 DL4710
 DL4710_MARKER: DV = VERTICAL CONTROL DISK
 DL4710_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4710_SP_SET: BRIDGE WING WALL
 DL4710_STAMPING: 5007 J 1 1976
 DL4710_MARK LOGO: MNHD  
 DL4710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4710+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4710
 DL4710  HISTORY     - Date     Condition        Report By
 DL4710  HISTORY     - 1974     MONUMENTED       MNHD
 DL4710  HISTORY     - 20051207 GOOD             MNDT
 DL4710
 DL4710                          STATION DESCRIPTION
 DL4710
 DL4710'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4710'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4710'THE MARK IS 6.0 MI (9.7 KM) SOUTH OF AUSTIN, 6.0 MI (9.7 KM) SOUTH ON
 DL4710'TRUNK HIGHWAY 105 FROM THE JUNCTION OF TRUNK HIGHWAY 116 AND TRUNK
 DL4710'HIGHWAY 105 THEN 0.25 MI (0.4 KM) WEST ON 520TH AVENUE, AT TRUNK
 DL4710'HIGHWAY 105 MILE POINT 6.30 THEN 0.4 MI (0.6 KM) SOUTH ON 160TH STREET
 DL4710'ON EAST LINE OF SECTION 5, IN SOUTHWEST WING WALL OF COUNTY BRIDGE
 DL4710'50534 OVER ORCHARD CREEK.  DISK SET IN BRIDGE WHEN BUILT IN 1974.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4711 ***********************************************************************
 DL4711  DESIGNATION -  5007 L
 DL4711  PID         -  DL4711
 DL4711  STATE/COUNTY-  MN/MOWER
 DL4711  COUNTRY     -  US
 DL4711  USGS QUAD   -  LONDON (1982)
 DL4711
 DL4711                         *CURRENT SURVEY CONTROL
 DL4711  ______________________________________________________________________
 DL4711* NAD 83(1986) POSITION- 43 34 19.4    (N) 093 00 12.3    (W)   HD_HELD2  
 DL4711* NAVD 88 ORTHO HEIGHT -   354.131  (meters)    1161.84  (feet) ADJUSTED  
 DL4711  ______________________________________________________________________
 DL4711  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DL4711  DYNAMIC HEIGHT  -        354.066 (meters)     1161.63  (feet) COMP
 DL4711  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 DL4711
 DL4711  VERT ORDER      -  SECOND    CLASS I
 DL4711
 DL4711.The horizontal coordinates were established by autonomous hand held GPS
 DL4711.observations and have an estimated accuracy of +/- 10 meters.
 DL4711.
 DL4711.The orthometric height was determined by differential leveling and
 DL4711.adjusted in April 2010.
 DL4711
 DL4711.No vertical observational check was made to the station.
 DL4711
 DL4711.The dynamic height is computed by dividing the NAVD 88
 DL4711.geopotential number by the normal gravity value computed on the
 DL4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4711.degrees latitude (g = 980.6199 gals.).
 DL4711
 DL4711.The modeled gravity was interpolated from observed gravity values.
 DL4711
 DL4711;                    North         East    Units  Estimated Accuracy
 DL4711;SPC MN S     -   164,055.      880,507.      MT  (+/- 10 meters HH2 GPS)
 DL4711
 DL4711                          SUPERSEDED SURVEY CONTROL
 DL4711
 DL4711.No superseded survey control is available for this station.
 DL4711
 DL4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9972424343(NAD 83)
 DL4711
 DL4711_MARKER: DV = VERTICAL CONTROL DISK
 DL4711_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL4711_STAMPING: 5007 L 1976
 DL4711_MARK LOGO: MNHD  
 DL4711_PROJECTION: RECESSED 5 CENTIMETERS
 DL4711_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DL4711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4711+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4711_ROD/PIPE-DEPTH:  3.0 meters
 DL4711
 DL4711  HISTORY     - Date     Condition        Report By
 DL4711  HISTORY     - 1976     MONUMENTED       MNHD
 DL4711  HISTORY     - 20051207 GOOD             MNDT
 DL4711
 DL4711                          STATION DESCRIPTION
 DL4711
 DL4711'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4711'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4711'THE MARK IS 6.8 MILES SOUTH ON TRUNK HIGHWAY 105 FROM JUNCTION OF
 DL4711'TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN, AT TRUNK HIGHWAY
 DL4711'105 MILE POINT 5.25,
 DL4711' 
 DL4711'86 FEET WEST OF TRUNK HIGHWAY 105, 34 FEET SOUTH OF 150TH STREET ON
 DL4711'NORTH LINE OF SECTION 9, 2.5 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4713 ***********************************************************************
 DL4713  DESIGNATION -  5007 M
 DL4713  PID         -  DL4713
 DL4713  STATE/COUNTY-  MN/MOWER
 DL4713  COUNTRY     -  US
 DL4713  USGS QUAD   -  LONDON (1982)
 DL4713
 DL4713                         *CURRENT SURVEY CONTROL
 DL4713  ______________________________________________________________________
 DL4713* NAD 83(1986) POSITION- 43 33 27.7    (N) 093 00 14.7    (W)   HD_HELD2  
 DL4713* NAVD 88 ORTHO HEIGHT -   354.162  (meters)    1161.95  (feet) ADJUSTED  
 DL4713  ______________________________________________________________________
 DL4713  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DL4713  DYNAMIC HEIGHT  -        354.097 (meters)     1161.73  (feet) COMP
 DL4713  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DL4713
 DL4713  VERT ORDER      -  SECOND    CLASS I
 DL4713
 DL4713.The horizontal coordinates were established by autonomous hand held GPS
 DL4713.observations and have an estimated accuracy of +/- 10 meters.
 DL4713.
 DL4713.The orthometric height was determined by differential leveling and
 DL4713.adjusted in April 2010.
 DL4713
 DL4713.No vertical observational check was made to the station.
 DL4713
 DL4713.The dynamic height is computed by dividing the NAVD 88
 DL4713.geopotential number by the normal gravity value computed on the
 DL4713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4713.degrees latitude (g = 980.6199 gals.).
 DL4713
 DL4713.The modeled gravity was interpolated from observed gravity values.
 DL4713
 DL4713;                    North         East    Units  Estimated Accuracy
 DL4713;SPC MN S     -   162,458.      880,472.      MT  (+/- 10 meters HH2 GPS)
 DL4713
 DL4713                          SUPERSEDED SURVEY CONTROL
 DL4713
 DL4713.No superseded survey control is available for this station.
 DL4713
 DL4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9967022748(NAD 83)
 DL4713
 DL4713_MARKER: DB = BENCH MARK DISK
 DL4713_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL4713_SP_SET: BRIDGE WING WALL
 DL4713_STAMPING: 5007 M 1976
 DL4713_MARK LOGO: MNHD  
 DL4713_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4713+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4713
 DL4713  HISTORY     - Date     Condition        Report By
 DL4713  HISTORY     - 1976     MONUMENTED       MNHD
 DL4713  HISTORY     - 20051207 GOOD             MNDT
 DL4713
 DL4713                          STATION DESCRIPTION
 DL4713
 DL4713'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4713'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4713'THE MARK IS 7.8 MILES SOUTH ON TRUNK HIGHWAY 105 FROM JUNCTION OF
 DL4713'TRUNK HIGHWAY 105 AND TRUNK HIGHWAY 116 IN AUSTIN THEN 0.1 MILES EAST
 DL4713'ON COUNTY ROAD 5 (ON NORTH LINE OF SECTION 16), IN SOUTHEAST WING WALL
 DL4713'OF COUNTY ROAD 5 BRIDGE 7016 OVER CEDAR RIVER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4701 ***********************************************************************
 DL4701  DESIGNATION -  5007 N
 DL4701  PID         -  DL4701
 DL4701  STATE/COUNTY-  MN/MOWER
 DL4701  COUNTRY     -  US
 DL4701  USGS QUAD   -  AUSTIN EAST (1982)
 DL4701
 DL4701                         *CURRENT SURVEY CONTROL
 DL4701  ______________________________________________________________________
 DL4701* NAD 83(1986) POSITION- 43 39 58.5    (N) 092 59 41.2    (W)   HD_HELD2  
 DL4701* NAVD 88 ORTHO HEIGHT -   370.684  (meters)    1216.15  (feet) ADJUSTED  
 DL4701  ______________________________________________________________________
 DL4701  GEOID HEIGHT    -        -28.78  (meters)                     GEOID09
 DL4701  DYNAMIC HEIGHT  -        370.617 (meters)     1215.93  (feet) COMP
 DL4701  MODELED GRAVITY -    980,427.3   (mgal)                       NAVD 88
 DL4701
 DL4701  VERT ORDER      -  SECOND    CLASS I
 DL4701
 DL4701.The horizontal coordinates were established by autonomous hand held GPS
 DL4701.observations and have an estimated accuracy of +/- 10 meters.
 DL4701.
 DL4701.The orthometric height was determined by differential leveling and
 DL4701.adjusted in April 2010.
 DL4701
 DL4701.No vertical observational check was made to the station.
 DL4701
 DL4701.The dynamic height is computed by dividing the NAVD 88
 DL4701.geopotential number by the normal gravity value computed on the
 DL4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4701.degrees latitude (g = 980.6199 gals.).
 DL4701
 DL4701.The modeled gravity was interpolated from observed gravity values.
 DL4701
 DL4701;                    North         East    Units  Estimated Accuracy
 DL4701;SPC MN S     -   174,528.      881,076.      MT  (+/- 10 meters HH2 GPS)
 DL4701
 DL4701                          SUPERSEDED SURVEY CONTROL
 DL4701
 DL4701.No superseded survey control is available for this station.
 DL4701
 DL4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0042134805(NAD 83)
 DL4701
 DL4701_MARKER: DD = SURVEY DISK
 DL4701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4701_STAMPING: 5007 N 2006
 DL4701_MARK LOGO: MNDT  
 DL4701_PROJECTION: FLUSH
 DL4701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4701+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4701_ROD/PIPE-DEPTH:  6.1 meters
 DL4701
 DL4701  HISTORY     - Date     Condition        Report By
 DL4701  HISTORY     - 2006     MONUMENTED       MNDT
 DL4701
 DL4701                          STATION DESCRIPTION
 DL4701
 DL4701'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4701'THE MARK IS IN AUSTIN, 0.70 MI (1.1 KM) EAST ALONG TRUNK HIGHWAY 105
 DL4701'FROM THE JUNCTION OF TRUNK HIGHWAY 105 AND INTERSTATE 90 IN WEST PART
 DL4701'OF AUSTIN, AT TRUNK HIGHWAY 105 MILE POINT 12.45,
 DL4701' 
 DL4701'38.6 FT (11.8 M) WEST OF 15TH STREET SOUTHWEST, 18.8 FT (5.7 M) SOUTH
 DL4701'OF OAKLAND AVENUE WEST, 5.8 FT (1.8 M) WEST OF NORTH-SOUTH SIDEWALK,
 DL4701'4.3 FT (1.3 M) NORTH OF EAST-WEST SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4708 ***********************************************************************
 DL4708  DESIGNATION -  5007 P
 DL4708  PID         -  DL4708
 DL4708  STATE/COUNTY-  MN/MOWER
 DL4708  COUNTRY     -  US
 DL4708  USGS QUAD   -  LYLE (1982)
 DL4708
 DL4708                         *CURRENT SURVEY CONTROL
 DL4708  ______________________________________________________________________
 DL4708* NAD 83(1986) POSITION- 43 35 49.1    (N) 092 59 58.3    (W)   HD_HELD2  
 DL4708* NAVD 88 ORTHO HEIGHT -   359.244  (meters)    1178.62  (feet) ADJUSTED  
 DL4708  ______________________________________________________________________
 DL4708  GEOID HEIGHT    -        -28.74  (meters)                     GEOID09
 DL4708  DYNAMIC HEIGHT  -        359.179 (meters)     1178.41  (feet) COMP
 DL4708  MODELED GRAVITY -    980,426.2   (mgal)                       NAVD 88
 DL4708
 DL4708  VERT ORDER      -  SECOND    CLASS I
 DL4708
 DL4708.The horizontal coordinates were established by autonomous hand held GPS
 DL4708.observations and have an estimated accuracy of +/- 10 meters.
 DL4708.
 DL4708.The orthometric height was determined by differential leveling and
 DL4708.adjusted in April 2010.
 DL4708
 DL4708.No vertical observational check was made to the station.
 DL4708
 DL4708.The dynamic height is computed by dividing the NAVD 88
 DL4708.geopotential number by the normal gravity value computed on the
 DL4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4708.degrees latitude (g = 980.6199 gals.).
 DL4708
 DL4708.The modeled gravity was interpolated from observed gravity values.
 DL4708
 DL4708;                    North         East    Units  Estimated Accuracy
 DL4708;SPC MN S     -   166,827.      880,787.      MT  (+/- 10 meters HH2 GPS)
 DL4708
 DL4708                          SUPERSEDED SURVEY CONTROL
 DL4708
 DL4708.No superseded survey control is available for this station.
 DL4708
 DL4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0003827111(NAD 83)
 DL4708
 DL4708_MARKER: DD = SURVEY DISK
 DL4708_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL4708+WITH SETTING: INFORMATION.
 DL4708_STAMPING: 5007 P 2006
 DL4708_MARK LOGO: MNDT  
 DL4708_PROJECTION: FLUSH
 DL4708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4708+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4708_ROD/PIPE-DEPTH:  2.1 meters
 DL4708
 DL4708  HISTORY     - Date     Condition        Report By
 DL4708  HISTORY     - 2006     MONUMENTED       MNDT
 DL4708
 DL4708                          STATION DESCRIPTION
 DL4708
 DL4708'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4708'THE MARK IS LOCATED 5.0 MI (8.0 KM) SOUTH OF AUSTIN.
 DL4708' 
 DL4708'TO REACH THE MARK GO 1.55 MI (2.5 KM) EAST ALONG TRUNK HIGHWAY 105
 DL4708'FROM THE JUNCTION OF TRUNK HIGHWAY 105 AND INTERSTATE 90 IN WEST PART
 DL4708'OF AUSTIN, THEN GO 5.10 MI (8.2 KM) SOUTH ON TRUNK HIGHWAY 105, AT
 DL4708'TRUNK HIGHWAY 105 MILE POINT 7.05,
 DL4708' 
 DL4708'34.0 FT (10.4 M) NORTH OF DRIVEWAY NUMBER 16710, 33.7 FT (10.3 M)
 DL4708'SOUTHEAST OF TRUNK HIGHWAY 105, 7.2 FT (2.2 M) NORTHWEST OF CABLE
 DL4708'PEDESTAL, 1.0 FT (0.3 M) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4712 ***********************************************************************
 DL4712  DESIGNATION -  5007 Q
 DL4712  PID         -  DL4712
 DL4712  STATE/COUNTY-  MN/MOWER
 DL4712  COUNTRY     -  US
 DL4712  USGS QUAD   -  LONDON (1982)
 DL4712
 DL4712                         *CURRENT SURVEY CONTROL
 DL4712  ______________________________________________________________________
 DL4712* NAD 83(1986) POSITION- 43 33 28.5    (N) 093 00 24.2    (W)   HD_HELD2  
 DL4712* NAVD 88 ORTHO HEIGHT -   353.453  (meters)    1159.62  (feet) ADJUSTED  
 DL4712  ______________________________________________________________________
 DL4712  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DL4712  DYNAMIC HEIGHT  -        353.388 (meters)     1159.41  (feet) COMP
 DL4712  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 DL4712
 DL4712  VERT ORDER      -  SECOND    CLASS I
 DL4712
 DL4712.The horizontal coordinates were established by autonomous hand held GPS
 DL4712.observations and have an estimated accuracy of +/- 10 meters.
 DL4712.
 DL4712.The orthometric height was determined by differential leveling and
 DL4712.adjusted in April 2010.
 DL4712
 DL4712.No vertical observational check was made to the station.
 DL4712
 DL4712.The dynamic height is computed by dividing the NAVD 88
 DL4712.geopotential number by the normal gravity value computed on the
 DL4712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4712.degrees latitude (g = 980.6199 gals.).
 DL4712
 DL4712.The modeled gravity was interpolated from observed gravity values.
 DL4712
 DL4712;                    North         East    Units  Estimated Accuracy
 DL4712;SPC MN S     -   162,481.      880,259.      MT  (+/- 10 meters HH2 GPS)
 DL4712
 DL4712                          SUPERSEDED SURVEY CONTROL
 DL4712
 DL4712.No superseded survey control is available for this station.
 DL4712
 DL4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9945722773(NAD 83)
 DL4712
 DL4712_MARKER: DD = SURVEY DISK
 DL4712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4712_STAMPING: 5007 Q 2006
 DL4712_MARK LOGO: MNDT  
 DL4712_PROJECTION: FLUSH
 DL4712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4712+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4712_ROD/PIPE-DEPTH:  8.8 meters
 DL4712
 DL4712  HISTORY     - Date     Condition        Report By
 DL4712  HISTORY     - 2006     MONUMENTED       MNDT
 DL4712
 DL4712                          STATION DESCRIPTION
 DL4712
 DL4712'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4712'THE MARK IS LOCATED 8.0 MI (12.9 KM) SOUTH OF AUSTIN, 1.55 MI (2.5 KM)
 DL4712'EAST ALONG TRUNK HIGHWAY 105 FROM THE JUNCTION OF TRUNK HIGHWAY 105
 DL4712'AND INTERSTATE-90 IN AUSTIN, THEN 7.90 MI (12.7 KM) SOUTH ON TRUNK
 DL4712'HIGHWAY 105, AT TRUNK HIGHWAY 105 MILE POINT 4.25,
 DL4712' 
 DL4712'73.6 FT (22.4 M) NORTH OF COUNTY ROAD 5, 66.1 FT (20.1 M) WEST OF EAST
 DL4712'JUNCTION OF TRUNK HIGHWAY 105, 1.0 FT (0.3 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4714 ***********************************************************************
 DL4714  DESIGNATION -  5007 R
 DL4714  PID         -  DL4714
 DL4714  STATE/COUNTY-  MN/MOWER
 DL4714  COUNTRY     -  US
 DL4714  USGS QUAD   -  LONDON (1982)
 DL4714
 DL4714                         *CURRENT SURVEY CONTROL
 DL4714  ______________________________________________________________________
 DL4714* NAD 83(1986) POSITION- 43 32 48.0    (N) 093 00 57.7    (W)   HD_HELD2  
 DL4714* NAVD 88 ORTHO HEIGHT -   351.473  (meters)    1153.12  (feet) ADJUSTED  
 DL4714  ______________________________________________________________________
 DL4714  GEOID HEIGHT    -        -28.72  (meters)                     GEOID09
 DL4714  DYNAMIC HEIGHT  -        351.408 (meters)     1152.91  (feet) COMP
 DL4714  MODELED GRAVITY -    980,424.9   (mgal)                       NAVD 88
 DL4714
 DL4714  VERT ORDER      -  SECOND    CLASS I
 DL4714
 DL4714.The horizontal coordinates were established by autonomous hand held GPS
 DL4714.observations and have an estimated accuracy of +/- 10 meters.
 DL4714.
 DL4714.The orthometric height was determined by differential leveling and
 DL4714.adjusted in April 2010.
 DL4714
 DL4714.No vertical observational check was made to the station.
 DL4714
 DL4714.The dynamic height is computed by dividing the NAVD 88
 DL4714.geopotential number by the normal gravity value computed on the
 DL4714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4714.degrees latitude (g = 980.6199 gals.).
 DL4714
 DL4714.The modeled gravity was interpolated from observed gravity values.
 DL4714
 DL4714;                    North         East    Units  Estimated Accuracy
 DL4714;SPC MN S     -   161,222.      879,522.      MT  (+/- 10 meters HH2 GPS)
 DL4714
 DL4714                          SUPERSEDED SURVEY CONTROL
 DL4714
 DL4714.No superseded survey control is available for this station.
 DL4714
 DL4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9870521524(NAD 83)
 DL4714
 DL4714_MARKER: DD = SURVEY DISK
 DL4714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4714_STAMPING: 5007 R 2006
 DL4714_MARK LOGO: MNDT  
 DL4714_PROJECTION: RECESSED 5 CENTIMETERS
 DL4714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4714+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4714_ROD/PIPE-DEPTH: 16.8 meters
 DL4714
 DL4714  HISTORY     - Date     Condition        Report By
 DL4714  HISTORY     - 2006     MONUMENTED       MNDT
 DL4714
 DL4714                          STATION DESCRIPTION
 DL4714
 DL4714'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4714'THE MARK IS 9.0 MILES SOUTH OF AUSTIN, 1.55 MILES EAST ALONG TRUNK
 DL4714'HIGHWAY 105 FROM JUNCTION OF TRUNK HIGHWAY 105 AND INTERSTATE-90 IN
 DL4714'AUSTIN, THEN 8.90 MILES SOUTH ON TRUNK HIGHWAY 105, AT TRUNK HIGHWAY
 DL4714'105 MILE POINT 3.30,
 DL4714' 
 DL4714'54.2 FEET SOUTH OF TRUNK HIGHWAY 105, 54.3 FEET SOUTH OF PRIVATE
 DL4714'DRIVE, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4715 ***********************************************************************
 DL4715  DESIGNATION -  5007 S
 DL4715  PID         -  DL4715
 DL4715  STATE/COUNTY-  MN/MOWER
 DL4715  COUNTRY     -  US
 DL4715  USGS QUAD   -  LONDON (1982)
 DL4715
 DL4715                         *CURRENT SURVEY CONTROL
 DL4715  ______________________________________________________________________
 DL4715* NAD 83(1986) POSITION- 43 31 58.9    (N) 093 00 50.5    (W)   HD_HELD2  
 DL4715* NAVD 88 ORTHO HEIGHT -   353.022  (meters)    1158.21  (feet) ADJUSTED  
 DL4715  ______________________________________________________________________
 DL4715  GEOID HEIGHT    -        -28.73  (meters)                     GEOID09
 DL4715  DYNAMIC HEIGHT  -        352.957 (meters)     1157.99  (feet) COMP
 DL4715  MODELED GRAVITY -    980,424.1   (mgal)                       NAVD 88
 DL4715
 DL4715  VERT ORDER      -  SECOND    CLASS I
 DL4715
 DL4715.The horizontal coordinates were established by autonomous hand held GPS
 DL4715.observations and have an estimated accuracy of +/- 10 meters.
 DL4715.
 DL4715.The orthometric height was determined by differential leveling and
 DL4715.adjusted in April 2010.
 DL4715
 DL4715.No vertical observational check was made to the station.
 DL4715
 DL4715.The dynamic height is computed by dividing the NAVD 88
 DL4715.geopotential number by the normal gravity value computed on the
 DL4715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4715.degrees latitude (g = 980.6199 gals.).
 DL4715
 DL4715.The modeled gravity was interpolated from observed gravity values.
 DL4715
 DL4715;                    North         East    Units  Estimated Accuracy
 DL4715;SPC MN S     -   159,708.      879,702.      MT  (+/- 10 meters HH2 GPS)
 DL4715
 DL4715                          SUPERSEDED SURVEY CONTROL
 DL4715
 DL4715.No superseded survey control is available for this station.
 DL4715
 DL4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9886620009(NAD 83)
 DL4715
 DL4715_MARKER: DD = SURVEY DISK
 DL4715_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4715_STAMPING: 5007 S 2006
 DL4715_MARK LOGO: MNDT  
 DL4715_PROJECTION: RECESSED 3 CENTIMETERS
 DL4715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4715+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4715_ROD/PIPE-DEPTH:  4.6 meters
 DL4715
 DL4715  HISTORY     - Date     Condition        Report By
 DL4715  HISTORY     - 2006     MONUMENTED       MNDT
 DL4715
 DL4715                          STATION DESCRIPTION
 DL4715
 DL4715'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4715'THE MARK IS 10.0 MILES SOUTH OF AUSTIN, 1.55 MILES EAST ALONG TRUNK
 DL4715'HIGHWAY 105 FROM JUNCTION TRUNK HIGHWAY 105 AND INTERSTATE-90 IN WEST
 DL4715'PART OF AUSTIN, THEN 9.80 MILES SOUTH ON TRUNK HIGHWAY 105, AT THE
 DL4715'TRUNK HIGHWAY 105 MILE POINT 2.35,
 DL4715' 
 DL4715'35.7 FEET EAST OF TRUNK HIGHWAY 105, 33.6 FEET NORTH OF POWER POLE,
 DL4715'21.8 FEET SOUTH OF CABLE MARKER, 1.0 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4716 ***********************************************************************
 DL4716  DESIGNATION -  5007 T
 DL4716  PID         -  DL4716
 DL4716  STATE/COUNTY-  MN/MOWER
 DL4716  COUNTRY     -  US
 DL4716  USGS QUAD   -  LONDON (1982)
 DL4716
 DL4716                         *CURRENT SURVEY CONTROL
 DL4716  ______________________________________________________________________
 DL4716* NAD 83(1986) POSITION- 43 31 11.5    (N) 093 00 35.0    (W)   HD_HELD2  
 DL4716* NAVD 88 ORTHO HEIGHT -   355.685  (meters)    1166.94  (feet) ADJUSTED  
 DL4716  ______________________________________________________________________
 DL4716  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DL4716  DYNAMIC HEIGHT  -        355.619 (meters)     1166.73  (feet) COMP
 DL4716  MODELED GRAVITY -    980,423.1   (mgal)                       NAVD 88
 DL4716
 DL4716  VERT ORDER      -  SECOND    CLASS I
 DL4716
 DL4716.The horizontal coordinates were established by autonomous hand held GPS
 DL4716.observations and have an estimated accuracy of +/- 10 meters.
 DL4716.
 DL4716.The orthometric height was determined by differential leveling and
 DL4716.adjusted in April 2010.
 DL4716
 DL4716.No vertical observational check was made to the station.
 DL4716
 DL4716.The dynamic height is computed by dividing the NAVD 88
 DL4716.geopotential number by the normal gravity value computed on the
 DL4716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4716.degrees latitude (g = 980.6199 gals.).
 DL4716
 DL4716.The modeled gravity was interpolated from observed gravity values.
 DL4716
 DL4716;                    North         East    Units  Estimated Accuracy
 DL4716;SPC MN S     -   158,250.      880,068.      MT  (+/- 10 meters HH2 GPS)
 DL4716
 DL4716                          SUPERSEDED SURVEY CONTROL
 DL4716
 DL4716.No superseded survey control is available for this station.
 DL4716
 DL4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9921418547(NAD 83)
 DL4716
 DL4716_MARKER: DD = SURVEY DISK
 DL4716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL4716_STAMPING: 5007 T 2006
 DL4716_MARK LOGO: MNDT  
 DL4716_PROJECTION: FLUSH
 DL4716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL4716+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL4716_ROD/PIPE-DEPTH:  6.7 meters
 DL4716
 DL4716  HISTORY     - Date     Condition        Report By
 DL4716  HISTORY     - 2006     MONUMENTED       MNDT
 DL4716
 DL4716                          STATION DESCRIPTION
 DL4716
 DL4716'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL4716'THE MARK IS 11.0 MILES SOUTH OF AUSTIN, 1.55 MILES EAST ALONG TRUNK
 DL4716'HIGHWAY 105 FROM JUNCTION OF TRUNK HIGHWAY 105 AND INTERSTATE-90 IN
 DL4716'WEST PART OF AUSTIN, THEN 10.80 MILES SOUTH ON TRUNK HIGHWAY 105, AT
 DL4716'TRUNK HIGHWAY 105 MILE POINT 1.35,
 DL4716' 
 DL4716'36.6 FEET EAST OF TRUNK HIGHWAY 105, 15.7 FEET NORTH OF ENTRANCE, 1.1
 DL4716'FEET SOUTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4717 ***********************************************************************
 DL4717  DESIGNATION -  5007 U
 DL4717  PID         -  DL4717
 DL4717  STATE/COUNTY-  MN/MOWER
 DL4717  COUNTRY     -  US
 DL4717  USGS QUAD   -  LONDON (1982)
 DL4717
 DL4717                         *CURRENT SURVEY CONTROL
 DL4717  ______________________________________________________________________
 DL4717* NAD 83(1986) POSITION- 43 30 36.1    (N) 093 00 33.9    (W)   HD_HELD2  
 DL4717* NAVD 88 ORTHO HEIGHT -   351.535  (meters)    1153.33  (feet) ADJUSTED  
 DL4717  ______________________________________________________________________
 DL4717  GEOID HEIGHT    -        -28.76  (meters)                     GEOID09
 DL4717  DYNAMIC HEIGHT  -        351.470 (meters)     1153.11  (feet) COMP
 DL4717  MODELED GRAVITY -    980,422.6   (mgal)                       NAVD 88
 DL4717
 DL4717  VERT ORDER      -  SECOND    CLASS I
 DL4717
 DL4717.The horizontal coordinates were established by autonomous hand held GPS
 DL4717.observations and have an estimated accuracy of +/- 10 meters.
 DL4717.
 DL4717.The orthometric height was determined by differential leveling and
 DL4717.adjusted in April 2010.
 DL4717
 DL4717.No vertical observational check was made to the station.
 DL4717
 DL4717.The dynamic height is computed by dividing the NAVD 88
 DL4717.geopotential number by the normal gravity value computed on the
 DL4717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4717.degrees latitude (g = 980.6199 gals.).
 DL4717
 DL4717.The modeled gravity was interpolated from observed gravity values.
 DL4717
 DL4717;                    North         East    Units  Estimated Accuracy
 DL4717;SPC MN S     -   157,157.      880,106.      MT  (+/- 10 meters HH2 GPS)
 DL4717
 DL4717                          SUPERSEDED SURVEY CONTROL
 DL4717
 DL4717.No superseded survey control is available for this station.
 DL4717
 DL4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9923817455(NAD 83)
 DL4717
 DL4717_MARKER: DB = BENCH MARK DISK
 DL4717_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4717_SP_SET: BRIDGE ABUTMENT
 DL4717_STAMPING: 5007 U 2005
 DL4717_MARK LOGO: MNDT  
 DL4717_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL4717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4717+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4717
 DL4717  HISTORY     - Date     Condition        Report By
 DL4717  HISTORY     - 1931     MONUMENTED       MNDT
 DL4717  HISTORY     - 20051207 GOOD             MNDT
 DL4717
 DL4717                          STATION DESCRIPTION
 DL4717
 DL4717'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4717'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4717'THE MARK IS LOCATED 11.5 MI (18.5 KM) SOUTH OF AUSTIN, 1.55 MI (2.5
 DL4717'KM) EAST ALONG TRUNK HIGHWAY 105 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL4717'105 AND INTERSTATE-90 IN AUSTIN, THEN 11.5 MI (18.5 KM) SOUTH ON TRUNK
 DL4717'HIGHWAY 105, AT TRUNK HIGHWAY 105 MILE POINT 0.70,
 DL4717' 
 DL4717'20.0 FT (6.1 M) EAST OF TRUNK HIGHWAY 105.  DISK SET IN BRIDGE WHEN
 DL4717'BUILT IN 1931, THEN THE YEAR 2005 PUT IN DISK WHEN LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9710 ***********************************************************************
 AG9710  DESIGNATION -  5009 A
 AG9710  PID         -  AG9710
 AG9710  STATE/COUNTY-  MN/MOWER
 AG9710  COUNTRY     -  US
 AG9710  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AG9710
 AG9710                         *CURRENT SURVEY CONTROL
 AG9710  ______________________________________________________________________
 AG9710* NAD 83(2007) POSITION- 43 50 53.99283(N) 093 02 14.10543(W)   ADJUSTED  
 AG9710* NAD 83(2007) ELLIP HT-   358.420 (meters)        (02/10/07)   ADJUSTED
 AG9710* NAD 83(2007) EPOCH   -  2002.00
 AG9710* NAVD 88 ORTHO HEIGHT -   387.225  (meters)    1270.42  (feet) ADJUSTED  
 AG9710  ______________________________________________________________________
 AG9710  NAD 83(2007) X  -   -244,125.416 (meters)                     COMP
 AG9710  NAD 83(2007) Y  - -4,600,953.114 (meters)                     COMP
 AG9710  NAD 83(2007) Z  -  4,396,202.100 (meters)                     COMP
 AG9710  LAPLACE CORR    -         -5.91  (seconds)                    DEFLEC09
 AG9710  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 AG9710  DYNAMIC HEIGHT  -        387.155 (meters)     1270.19  (feet) COMP
 AG9710  MODELED GRAVITY -    980,426.0   (mgal)                       NAVD 88
 AG9710
 AG9710  VERT ORDER      -  SECOND    CLASS I
 AG9710
 AG9710  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AG9710  Type                                         Horiz  Ellip  Dist(km)
 AG9710  -------------------------------------------------------------------
 AG9710  NETWORK                                       0.65   1.51
 AG9710  -------------------------------------------------------------------
 AG9710  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   1.27      3.58
 AG9710  -------------------------------------------------------------------
 AG9710  NOTE: Click here for information on individual local accuracy
 AG9710  values and other accuracy information.
 AG9710
 AG9710
 AG9710.The horizontal coordinates were established by GPS observations
 AG9710.and adjusted by the National Geodetic Survey in February 2007.
 AG9710
 AG9710.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9710.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9710
 AG9710.The horizontal coordinates are valid at the epoch date displayed above
 AG9710.which is a decimal equivalence of Year/Month/Day.
 AG9710
 AG9710.The orthometric height was determined by differential leveling and
 AG9710.adjusted in December 2004.
 AG9710
 AG9710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9710
 AG9710.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9710
 AG9710.The ellipsoidal height was determined by GPS observations
 AG9710.and is referenced to NAD 83.
 AG9710
 AG9710.The dynamic height is computed by dividing the NAVD 88
 AG9710.geopotential number by the normal gravity value computed on the
 AG9710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9710.degrees latitude (g = 980.6199 gals.).
 AG9710
 AG9710.The modeled gravity was interpolated from observed gravity values.
 AG9710
 AG9710. The following values were computed from the NAD 83(2007) position.
 AG9710
 AG9710;                    North         East     Units Scale Factor Converg.
 AG9710;SPC MN S     -   194,716.339   877,411.995   MT  0.99998655   +0 40 29.3
 AG9710;SPC MN S     -   638,831.86  2,878,642.52   sFT  0.99998655   +0 40 29.3
 AG9710;UTM  15      - 4,855,028.236   497,005.796   MT  0.99960011   -0 01 32.9
 AG9710
 AG9710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9710!SPC MN S     -   0.99994380  x   0.99998655  =   0.99993035
 AG9710!UTM  15      -   0.99994380  x   0.99960011  =   0.99954393
 AG9710
 AG9710                          SUPERSEDED SURVEY CONTROL
 AG9710
 AG9710  NAD 83(1996)-  43 50 53.99218(N)    093 02 14.10444(W) AD(       ) 2
 AG9710  ELLIP H (03/16/99)  358.490  (m)                       GP(       ) 4 1
 AG9710  NAD 83(1986)-  43 50 53.98159(N)    093 02 14.10399(W) AD(       ) 2
 AG9710  NAVD 88 (08/07/98)  387.22   (m)         1270.4    (f) LEVELING    3  
 AG9710
 AG9710.Superseded values are not recommended for survey control.
 AG9710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9710.See file dsdata.txt to determine how the superseded data were derived.
 AG9710
 AG9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9700555028(NAD 83)
 AG9710
 AG9710_MARKER: DB = BENCH MARK DISK
 AG9710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9710_STAMPING: 5009 A 1977
 AG9710_MARK LOGO: MNHD  
 AG9710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9710+STABILITY: SURFACE MOTION
 AG9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9710+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AG9710
 AG9710  HISTORY     - Date     Condition        Report By
 AG9710  HISTORY     - 1952     MONUMENTED       MNHD
 AG9710  HISTORY     - 19911203 GOOD             MNDT
 AG9710
 AG9710                          STATION DESCRIPTION
 AG9710
 AG9710'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AG9710'THE MARK WAS RECOVERED IN GOOD CONDITION. 1.5 MI (2.4 KM) SOUTH OF
 AG9710'BLOOMING PRAIRIE, 1.0 MI (1.6 KM) SOUTH ALONG TH 218 FROM SOUTH JCT OF
 AG9710'TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH 218 MP 27.1, 52.0 FT (15.8
 AG9710'M) EAST OF TH 218, 48.0 FT (14.6 M) SOUTH OF TWP RD EAST, 48.0 FT
 AG9710'(14.6 M) WEST OF RR TRACKS, 0.7 FT (21.3 CM) WEST OF WIT POST AND
 AG9710'FLUSH WITH GROUND. RECOVERED AND DESCRIBED BY HILMEN T. STENSRUD,
 AG9710'TYPED BY J.E.M.
 AG9710'NOTE--MARK IS A MNHD BENCH MARK DISK SET IN 1952 BUT STAMPED 1977.
 AG9710'CONCRETE MONUMENT IS MAGNETIC DUE TO THE REBAR IN THE CONCRETE (DOES
 AG9710'NOT HAVE MAGNET).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4445 ***********************************************************************
 AI4445  DESIGNATION -  5009 B
 AI4445  PID         -  AI4445
 AI4445  STATE/COUNTY-  MN/MOWER
 AI4445  COUNTRY     -  US
 AI4445  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4445
 AI4445                         *CURRENT SURVEY CONTROL
 AI4445  ______________________________________________________________________
 AI4445* NAD 83(1986) POSITION- 43 50 02.     (N) 093 01 41.     (W)   SCALED    
 AI4445* NAVD 88 ORTHO HEIGHT -   382.588  (meters)    1255.21  (feet) ADJUSTED  
 AI4445  ______________________________________________________________________
 AI4445  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 AI4445  DYNAMIC HEIGHT  -        382.518 (meters)     1254.98  (feet) COMP
 AI4445  MODELED GRAVITY -    980,423.9   (mgal)                       NAVD 88
 AI4445
 AI4445  VERT ORDER      -  SECOND    CLASS I
 AI4445
 AI4445.The horizontal coordinates were scaled from a topographic map and have
 AI4445.an estimated accuracy of +/- 6 seconds.
 AI4445.
 AI4445.The orthometric height was determined by differential leveling and
 AI4445.adjusted in December 2004.
 AI4445
 AI4445.The dynamic height is computed by dividing the NAVD 88
 AI4445.geopotential number by the normal gravity value computed on the
 AI4445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4445.degrees latitude (g = 980.6199 gals.).
 AI4445
 AI4445.The modeled gravity was interpolated from observed gravity values.
 AI4445
 AI4445;                    North         East    Units  Estimated Accuracy
 AI4445;SPC MN S     -   193,120.      878,170.      MT  (+/- 180 meters Scaled)
 AI4445
 AI4445                          SUPERSEDED SURVEY CONTROL
 AI4445
 AI4445.No superseded survey control is available for this station.
 AI4445
 AI4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ977534(NAD 83)
 AI4445
 AI4445_MARKER: DB = BENCH MARK DISK
 AI4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4445_STAMPING: 5009 B 1977
 AI4445_MARK LOGO: MNDT  
 AI4445_PROJECTION: FLUSH
 AI4445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4445+STABILITY: SURFACE MOTION
 AI4445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4445+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4445_ROD/PIPE-DEPTH:  9.8 meters
 AI4445
 AI4445  HISTORY     - Date     Condition        Report By
 AI4445  HISTORY     - 1977     MONUMENTED       MNDT
 AI4445  HISTORY     - 19911203 GOOD             MNDT
 AI4445
 AI4445                          STATION DESCRIPTION
 AI4445
 AI4445'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4445'2.5 MI (4.0 KM) SOUTH OF BLOOMING PRAIRIE, 2.5 MI (4.0 KM) SOUTH ALONG
 AI4445'TH 218 FROM SOUTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4445'218 MP 26.0, 71.0 FT (21.6 M) EAST OF TH 218, 36.0 FT (11.0 M) NORTH
 AI4445'OF TWP RD EAST, 36.0 FT (11.0 M) WEST OF RR TRACKS, 1.0 FT (0.3 M)
 AI4445'SOUTH OF WIT POST. MARK IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF
 AI4445'DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9711 ***********************************************************************
 AG9711  DESIGNATION -  5009 C
 AG9711  PID         -  AG9711
 AG9711  STATE/COUNTY-  MN/MOWER
 AG9711  COUNTRY     -  US
 AG9711  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AG9711
 AG9711                         *CURRENT SURVEY CONTROL
 AG9711  ______________________________________________________________________
 AG9711* NAD 83(2007) POSITION- 43 49 08.51632(N) 093 01 07.56537(W)   ADJUSTED  
 AG9711* NAD 83(2007) ELLIP HT-   350.156 (meters)        (02/10/07)   ADJUSTED
 AG9711* NAD 83(2007) EPOCH   -  2002.00
 AG9711* NAVD 88 ORTHO HEIGHT -   379.009  (meters)    1243.47  (feet) ADJUSTED  
 AG9711  ______________________________________________________________________
 AG9711  NAD 83(2007) X  -   -242,759.583 (meters)                     COMP
 AG9711  NAD 83(2007) Y  - -4,603,277.246 (meters)                     COMP
 AG9711  NAD 83(2007) Z  -  4,393,847.963 (meters)                     COMP
 AG9711  LAPLACE CORR    -         -6.84  (seconds)                    DEFLEC09
 AG9711  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 AG9711  DYNAMIC HEIGHT  -        378.939 (meters)     1243.24  (feet) COMP
 AG9711  MODELED GRAVITY -    980,421.9   (mgal)                       NAVD 88
 AG9711
 AG9711  VERT ORDER      -  SECOND    CLASS I
 AG9711
 AG9711  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AG9711  Type                                         Horiz  Ellip  Dist(km)
 AG9711  -------------------------------------------------------------------
 AG9711  NETWORK                                       0.81   1.71
 AG9711  -------------------------------------------------------------------
 AG9711  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.67   1.31      3.89
 AG9711  -------------------------------------------------------------------
 AG9711  NOTE: Click here for information on individual local accuracy
 AG9711  values and other accuracy information.
 AG9711
 AG9711
 AG9711.The horizontal coordinates were established by GPS observations
 AG9711.and adjusted by the National Geodetic Survey in February 2007.
 AG9711
 AG9711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9711.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9711
 AG9711.The horizontal coordinates are valid at the epoch date displayed above
 AG9711.which is a decimal equivalence of Year/Month/Day.
 AG9711
 AG9711.The orthometric height was determined by differential leveling and
 AG9711.adjusted in December 2004.
 AG9711
 AG9711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9711
 AG9711.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9711
 AG9711.The ellipsoidal height was determined by GPS observations
 AG9711.and is referenced to NAD 83.
 AG9711
 AG9711.The dynamic height is computed by dividing the NAVD 88
 AG9711.geopotential number by the normal gravity value computed on the
 AG9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9711.degrees latitude (g = 980.6199 gals.).
 AG9711
 AG9711.The modeled gravity was interpolated from observed gravity values.
 AG9711
 AG9711. The following values were computed from the NAD 83(2007) position.
 AG9711
 AG9711;                    North         East     Units Scale Factor Converg.
 AG9711;SPC MN S     -   191,478.894   878,937.196   MT  0.99999246   +0 41 16.0
 AG9711;SPC MN S     -   628,210.34  2,883,646.45   sFT  0.99999246   +0 41 16.0
 AG9711;UTM  15      - 4,851,773.649   498,490.714   MT  0.99960003   -0 00 46.8
 AG9711
 AG9711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9711!SPC MN S     -   0.99994510  x   0.99999246  =   0.99993756
 AG9711!UTM  15      -   0.99994510  x   0.99960003  =   0.99954515
 AG9711
 AG9711                          SUPERSEDED SURVEY CONTROL
 AG9711
 AG9711  NAD 83(1996)-  43 49 08.51557(N)    093 01 07.56440(W) AD(       ) 2
 AG9711  ELLIP H (03/16/99)  350.232  (m)                       GP(       ) 4 1
 AG9711  NAD 83(1986)-  43 49 08.50498(N)    093 01 07.56384(W) AD(       ) 2
 AG9711  NAVD 88 (08/07/98)  379.00   (m)         1243.4    (f) LEVELING    3  
 AG9711
 AG9711.Superseded values are not recommended for survey control.
 AG9711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9711.See file dsdata.txt to determine how the superseded data were derived.
 AG9711
 AG9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9849051773(NAD 83)
 AG9711
 AG9711_MARKER: DB = BENCH MARK DISK
 AG9711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AG9711_STAMPING: 5009 C 1977
 AG9711_MARK LOGO: MNHD  
 AG9711_PROJECTION: FLUSH
 AG9711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9711+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AG9711_ROD/PIPE-DEPTH:  9.8 meters
 AG9711
 AG9711  HISTORY     - Date     Condition        Report By
 AG9711  HISTORY     - 1952     MONUMENTED       MNHD
 AG9711  HISTORY     - 19911204 GOOD             MNDT
 AG9711
 AG9711                          STATION DESCRIPTION
 AG9711
 AG9711'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AG9711'THE MARK WAS RECOVERED IN GOOD CONDITION. 3 MI (4.8 KM) SOUTH OF
 AG9711'BLOOMING PRAIRIE, 3.5 MI (5.6 KM) SOUTH ALONG TH 218 FROM SOUTH JCT OF
 AG9711'TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH 218 MP 24.85, 54.0 FT
 AG9711'(16.5 M) EAST OF TH 218, 50.0 FT (15.2 M) SOUTH OF CO RD 1 EAST, 47.0
 AG9711'FT (14.3 M) WEST OF RR TRACKS, 0.9 FT (27.4 CM) NW OF WIT POST. MARK
 AG9711'IS STANDARD MNDT DISK ON 32 FT (9.8 M) OF DRIVEN ROD, FLUSH WITH THE
 AG9711'GROUND. RECOVERED AND DESCRIBED BY HILMEN T. STENSRUD, TYPED BY J.E.M.
 AG9711'NOTE--MARK IS A MNHD BENCH MARK DISK SET IN 1952 BUT STAMPED 1977.
 AG9711'CONCRETE MONUMENT IS MAGNETIC DUE TO THE REBAR IN THE CONCRETE (DOES
 AG9711'NOT HAVE MAGNET).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4447 ***********************************************************************
 AI4447  DESIGNATION -  5009 D
 AI4447  PID         -  AI4447
 AI4447  STATE/COUNTY-  MN/MOWER
 AI4447  COUNTRY     -  US
 AI4447  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4447
 AI4447                         *CURRENT SURVEY CONTROL
 AI4447  ______________________________________________________________________
 AI4447* NAD 83(1986) POSITION- 43 47 50.     (N) 093 00 18.     (W)   SCALED    
 AI4447* NAVD 88 ORTHO HEIGHT -   383.399  (meters)    1257.87  (feet) ADJUSTED  
 AI4447  ______________________________________________________________________
 AI4447  GEOID HEIGHT    -        -28.88  (meters)                     GEOID09
 AI4447  DYNAMIC HEIGHT  -        383.326 (meters)     1257.63  (feet) COMP
 AI4447  MODELED GRAVITY -    980,419.3   (mgal)                       NAVD 88
 AI4447
 AI4447  VERT ORDER      -  SECOND    CLASS I
 AI4447
 AI4447.The horizontal coordinates were scaled from a topographic map and have
 AI4447.an estimated accuracy of +/- 6 seconds.
 AI4447.
 AI4447.The orthometric height was determined by differential leveling and
 AI4447.adjusted in December 2004.
 AI4447
 AI4447.The dynamic height is computed by dividing the NAVD 88
 AI4447.geopotential number by the normal gravity value computed on the
 AI4447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4447.degrees latitude (g = 980.6199 gals.).
 AI4447
 AI4447.The modeled gravity was interpolated from observed gravity values.
 AI4447
 AI4447;                    North         East    Units  Estimated Accuracy
 AI4447;SPC MN S     -   189,070.      880,070.      MT  (+/- 180 meters Scaled)
 AI4447
 AI4447                          SUPERSEDED SURVEY CONTROL
 AI4447
 AI4447.No superseded survey control is available for this station.
 AI4447
 AI4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ995493(NAD 83)
 AI4447
 AI4447_MARKER: DB = BENCH MARK DISK
 AI4447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4447_STAMPING: 5009 D 1977
 AI4447_MARK LOGO: MNDT  
 AI4447_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4447+STABILITY: SURFACE MOTION
 AI4447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4447+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4447
 AI4447  HISTORY     - Date     Condition        Report By
 AI4447  HISTORY     - 1952     MONUMENTED       MNDT
 AI4447  HISTORY     - 19911204 GOOD             MNDT
 AI4447
 AI4447                          STATION DESCRIPTION
 AI4447
 AI4447'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4447'5 MI (8.0 KM) SOUTH OF BLOOMING PRAIRIE, 5.0 MI (8.0 KM) SOUTH ALONG
 AI4447'TH 218 FROM SOUTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4447'218 MP 23.2, 60.0 FT (18.3 M) EAST OF TH 218, 40.0 FT (12.2 M) WEST OF
 AI4447'RR TRACKS, 20.0 FT (6.1 M) SOUTH OF TWP RD EAST, 0.8 FT (24.4 CM) WEST
 AI4447'OF WIT POST, AND FLUSH WITH GROUND. MARK WAS SET IN 1952 UNSTAMPED AND
 AI4447'RECOVERED AND STAMPED IN 1977.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AG9713 ***********************************************************************
 AG9713  DESIGNATION -  5009 E
 AG9713  PID         -  AG9713
 AG9713  STATE/COUNTY-  MN/MOWER
 AG9713  COUNTRY     -  US
 AG9713  USGS QUAD   -  WALTHAM (1966)
 AG9713
 AG9713                         *CURRENT SURVEY CONTROL
 AG9713  ______________________________________________________________________
 AG9713* NAD 83(2007) POSITION- 43 46 32.20847(N) 092 59 29.09334(W)   ADJUSTED  
 AG9713* NAD 83(2007) ELLIP HT-   351.015 (meters)        (02/10/07)   ADJUSTED
 AG9713* NAD 83(2007) EPOCH   -  2002.00
 AG9713* NAVD 88 ORTHO HEIGHT -   379.918  (meters)    1246.45  (feet) ADJUSTED  
 AG9713  ______________________________________________________________________
 AG9713  NAD 83(2007) X  -   -240,736.209 (meters)                     COMP
 AG9713  NAD 83(2007) Y  - -4,606,727.739 (meters)                     COMP
 AG9713  NAD 83(2007) Z  -  4,390,366.298 (meters)                     COMP
 AG9713  LAPLACE CORR    -         -8.08  (seconds)                    DEFLEC09
 AG9713  GEOID HEIGHT    -        -28.91  (meters)                     GEOID09
 AG9713  DYNAMIC HEIGHT  -        379.845 (meters)     1246.21  (feet) COMP
 AG9713  MODELED GRAVITY -    980,417.1   (mgal)                       NAVD 88
 AG9713
 AG9713  VERT ORDER      -  SECOND    CLASS I
 AG9713
 AG9713  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AG9713  Type                                         Horiz  Ellip  Dist(km)
 AG9713  -------------------------------------------------------------------
 AG9713  NETWORK                                       0.78   1.61
 AG9713  -------------------------------------------------------------------
 AG9713  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.59   1.29      3.26
 AG9713  -------------------------------------------------------------------
 AG9713  NOTE: Click here for information on individual local accuracy
 AG9713  values and other accuracy information.
 AG9713
 AG9713
 AG9713.The horizontal coordinates were established by GPS observations
 AG9713.and adjusted by the National Geodetic Survey in February 2007.
 AG9713
 AG9713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AG9713.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AG9713
 AG9713.The horizontal coordinates are valid at the epoch date displayed above
 AG9713.which is a decimal equivalence of Year/Month/Day.
 AG9713
 AG9713.The orthometric height was determined by differential leveling and
 AG9713.adjusted in December 2004.
 AG9713
 AG9713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9713
 AG9713.The Laplace correction was computed from DEFLEC09 derived deflections.
 AG9713
 AG9713.The ellipsoidal height was determined by GPS observations
 AG9713.and is referenced to NAD 83.
 AG9713
 AG9713.The dynamic height is computed by dividing the NAVD 88
 AG9713.geopotential number by the normal gravity value computed on the
 AG9713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9713.degrees latitude (g = 980.6199 gals.).
 AG9713
 AG9713.The modeled gravity was interpolated from observed gravity values.
 AG9713
 AG9713. The following values were computed from the NAD 83(2007) position.
 AG9713
 AG9713;                    North         East     Units Scale Factor Converg.
 AG9713;SPC MN S     -   186,681.865   881,197.103   MT  1.00000168   +0 42 25.0
 AG9713;SPC MN S     -   612,472.09  2,891,060.83   sFT  1.00000168   +0 42 25.0
 AG9713;UTM  15      - 4,846,951.249   500,690.898   MT  0.99960001   +0 00 21.4
 AG9713
 AG9713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9713!SPC MN S     -   0.99994496  x   1.00000168  =   0.99994664
 AG9713!UTM  15      -   0.99994496  x   0.99960001  =   0.99954499
 AG9713
 AG9713                          SUPERSEDED SURVEY CONTROL
 AG9713
 AG9713  NAD 83(1996)-  43 46 32.20812(N)    092 59 29.09247(W) AD(       ) 2
 AG9713  ELLIP H (03/16/99)  351.035  (m)                       GP(       ) 4 1
 AG9713  NAD 83(1986)-  43 46 32.19756(N)    092 59 29.09156(W) AD(       ) 2
 AG9713  NAVD 88 (08/07/98)  379.91   (m)         1246.4    (f) LEVELING    3  
 AG9713
 AG9713.Superseded values are not recommended for survey control.
 AG9713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9713.See file dsdata.txt to determine how the superseded data were derived.
 AG9713
 AG9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0069046951(NAD 83)
 AG9713
 AG9713_MARKER: DB = BENCH MARK DISK
 AG9713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9713_STAMPING: 5009 E
 AG9713_MARK LOGO: MNHD  
 AG9713_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9713+STABILITY: SURFACE MOTION
 AG9713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9713+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AG9713
 AG9713  HISTORY     - Date     Condition        Report By
 AG9713  HISTORY     - 1952     MONUMENTED       MNHD
 AG9713  HISTORY     - 19911204 GOOD             MNDT
 AG9713
 AG9713                          STATION DESCRIPTION
 AG9713
 AG9713'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AG9713'THE MARK WAS RECOVERED IN GOOD CONDITION. 6 MI (9.7 KM) SOUTH OF
 AG9713'BLOOMING PRAIRIE, 6.5 MI (10.5 KM) SOUTH ALONG TH 218 FROM SOUTH JCT
 AG9713'OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH 218 MP 21.85, 55.0 FT
 AG9713'(16.8 M) NE OF TH 218, 1.0 FT (0.3 M) NORTH OF CO RD 26 EXTENDED, 45.0
 AG9713'FT (13.7 M) SW OF WEST RAIL OF RR TRACKS, 0.8 FT (24.4 CM) WEST OF WIT
 AG9713'POST AND FLUSH WITH GROUND. RECOVERED AND DESCRIBED BY HILMEN T.
 AG9713'STENSRUD, TYPED BY J.E.M.
 AG9713'NOTE--MARK IS A MNHD BENCH MARK DISK SET IN 1952 BUT STAMPED 1977.
 AG9713'CONCRETE MONUMENT IS MAGNETIC DUE TO THE REBAR IN THE CONCRETE (DOES
 AG9713'NOT HAVE MAGNET).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4450 ***********************************************************************
 AI4450  DESIGNATION -  5009 F
 AI4450  PID         -  AI4450
 AI4450  STATE/COUNTY-  MN/MOWER
 AI4450  COUNTRY     -  US
 AI4450  USGS QUAD   -  AUSTIN EAST (1982)
 AI4450
 AI4450                         *CURRENT SURVEY CONTROL
 AI4450  ______________________________________________________________________
 AI4450* NAD 83(1986) POSITION- 43 43 57.     (N) 092 59 21.     (W)   SCALED    
 AI4450* NAVD 88 ORTHO HEIGHT -   376.867  (meters)    1236.44  (feet) ADJUSTED  
 AI4450  ______________________________________________________________________
 AI4450  GEOID HEIGHT    -        -28.87  (meters)                     GEOID09
 AI4450  DYNAMIC HEIGHT  -        376.796 (meters)     1236.20  (feet) COMP
 AI4450  MODELED GRAVITY -    980,419.8   (mgal)                       NAVD 88
 AI4450
 AI4450  VERT ORDER      -  SECOND    CLASS I
 AI4450
 AI4450.The horizontal coordinates were scaled from a topographic map and have
 AI4450.an estimated accuracy of +/- 6 seconds.
 AI4450.
 AI4450.The orthometric height was determined by differential leveling and
 AI4450.adjusted in December 2004.
 AI4450
 AI4450.The dynamic height is computed by dividing the NAVD 88
 AI4450.geopotential number by the normal gravity value computed on the
 AI4450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4450.degrees latitude (g = 980.6199 gals.).
 AI4450
 AI4450.The modeled gravity was interpolated from observed gravity values.
 AI4450
 AI4450;                    North         East    Units  Estimated Accuracy
 AI4450;SPC MN S     -   181,890.      881,440.      MT  (+/- 180 meters Scaled)
 AI4450
 AI4450                          SUPERSEDED SURVEY CONTROL
 AI4450
 AI4450.No superseded survey control is available for this station.
 AI4450
 AI4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ008421(NAD 83)
 AI4450
 AI4450_MARKER: DB = BENCH MARK DISK
 AI4450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4450_STAMPING: 5009 F 1977
 AI4450_MARK LOGO: MNDT  
 AI4450_PROJECTION: FLUSH
 AI4450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4450+SATELLITE: SATELLITE OBSERVATIONS - December 04, 1991
 AI4450_ROD/PIPE-DEPTH:  9.1 meters
 AI4450
 AI4450  HISTORY     - Date     Condition        Report By
 AI4450  HISTORY     - 1977     MONUMENTED       MNDT
 AI4450  HISTORY     - 19911204 GOOD             MNDT
 AI4450
 AI4450                          STATION DESCRIPTION
 AI4450
 AI4450'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4450'4 MI (6.4 KM) NORTH OF AUSTIN, 3.5 MI (5.6 KM) NORTH ALONG TH 218 FROM
 AI4450'THE JCT OF FAI 90 AND TH 218, AT TH 218 MP 18.5, 50.0 FT (15.2 M) EAST
 AI4450'OF TH 218, 91.0 FT (27.7 M) SOUTH OF DRIVE TO JUNKYARD, 17.0 FT (5.2
 AI4450'M) SSE OF P-POLE, 2.0 FT (0.6 M) NW OF COR FENCE POST, 0.8 FT (24.4
 AI4450'CM) NORTH OF A WIT POST. MARK IS STANDARD MNDT DISK ON 30 FT (9.1 M)
 AI4450'OF DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4453 ***********************************************************************
 AI4453  DESIGNATION -  5009 H
 AI4453  PID         -  AI4453
 AI4453  STATE/COUNTY-  MN/MOWER
 AI4453  COUNTRY     -  US
 AI4453  USGS QUAD   -  AUSTIN EAST (1982)
 AI4453
 AI4453                         *CURRENT SURVEY CONTROL
 AI4453  ______________________________________________________________________
 AI4453* NAD 83(1986) POSITION- 43 41 16.     (N) 092 59 37.     (W)   SCALED    
 AI4453* NAVD 88 ORTHO HEIGHT -   375.320  (meters)    1231.36  (feet) ADJUSTED  
 AI4453  ______________________________________________________________________
 AI4453  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 AI4453  DYNAMIC HEIGHT  -        375.252 (meters)     1231.14  (feet) COMP
 AI4453  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 AI4453
 AI4453  VERT ORDER      -  SECOND    CLASS I
 AI4453
 AI4453.The horizontal coordinates were scaled from a topographic map and have
 AI4453.an estimated accuracy of +/- 6 seconds.
 AI4453.
 AI4453.The orthometric height was determined by differential leveling and
 AI4453.adjusted in December 2004.
 AI4453
 AI4453.The dynamic height is computed by dividing the NAVD 88
 AI4453.geopotential number by the normal gravity value computed on the
 AI4453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4453.degrees latitude (g = 980.6199 gals.).
 AI4453
 AI4453.The modeled gravity was interpolated from observed gravity values.
 AI4453
 AI4453;                    North         East    Units  Estimated Accuracy
 AI4453;SPC MN S     -   176,920.      881,140.      MT  (+/- 180 meters Scaled)
 AI4453
 AI4453                          SUPERSEDED SURVEY CONTROL
 AI4453
 AI4453.No superseded survey control is available for this station.
 AI4453
 AI4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ005371(NAD 83)
 AI4453
 AI4453_MARKER: DB = BENCH MARK DISK
 AI4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI4453_STAMPING: 5009 H 1977
 AI4453_MARK LOGO: MNDT  
 AI4453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4453+STABILITY: SURFACE MOTION
 AI4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4453+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4453
 AI4453  HISTORY     - Date     Condition        Report By
 AI4453  HISTORY     - 1977     MONUMENTED       MNDT
 AI4453  HISTORY     - 19911203 GOOD             MNDT
 AI4453
 AI4453                          STATION DESCRIPTION
 AI4453
 AI4453'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4453'1.3 MI (2.1 KM) NORTH OF AUSTIN, 0.5 MI (0.8 KM) NORTH ALONG TH 218
 AI4453'FROM WEST JCT OF TH 218 AND FAI 90, AT TH 218 MP 15.5, 97.0 FT (29.6
 AI4453'M) WEST OF TH 218, 3.0 FT (0.9 M) EAST OF R/W FENCE, 0.5 FT (15.2 CM)
 AI4453'EAST OF WIT POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4452 ***********************************************************************
 AI4452  DESIGNATION -  5009 H 1
 AI4452  PID         -  AI4452
 AI4452  STATE/COUNTY-  MN/MOWER
 AI4452  COUNTRY     -  US
 AI4452  USGS QUAD   -  AUSTIN EAST (1982)
 AI4452
 AI4452                         *CURRENT SURVEY CONTROL
 AI4452  ______________________________________________________________________
 AI4452* NAD 83(1986) POSITION- 43 41 45.     (N) 092 59 45.     (W)   SCALED    
 AI4452* NAVD 88 ORTHO HEIGHT -   370.824  (meters)    1216.61  (feet) ADJUSTED  
 AI4452  ______________________________________________________________________
 AI4452  GEOID HEIGHT    -        -28.81  (meters)                     GEOID09
 AI4452  DYNAMIC HEIGHT  -        370.756 (meters)     1216.39  (feet) COMP
 AI4452  MODELED GRAVITY -    980,425.1   (mgal)                       NAVD 88
 AI4452
 AI4452  VERT ORDER      -  SECOND    CLASS I
 AI4452
 AI4452.The horizontal coordinates were scaled from a topographic map and have
 AI4452.an estimated accuracy of +/- 6 seconds.
 AI4452.
 AI4452.The orthometric height was determined by differential leveling and
 AI4452.adjusted in December 2004.
 AI4452
 AI4452.The dynamic height is computed by dividing the NAVD 88
 AI4452.geopotential number by the normal gravity value computed on the
 AI4452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4452.degrees latitude (g = 980.6199 gals.).
 AI4452
 AI4452.The modeled gravity was interpolated from observed gravity values.
 AI4452
 AI4452;                    North         East    Units  Estimated Accuracy
 AI4452;SPC MN S     -   177,810.      880,950.      MT  (+/- 180 meters Scaled)
 AI4452
 AI4452                          SUPERSEDED SURVEY CONTROL
 AI4452
 AI4452.No superseded survey control is available for this station.
 AI4452
 AI4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ003380(NAD 83)
 AI4452
 AI4452_MARKER: DB = BENCH MARK DISK
 AI4452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI4452_SP_SET: BOX CULVERT
 AI4452_STAMPING: 5009 H 1 1977
 AI4452_MARK LOGO: MNDT  
 AI4452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4452+STABILITY: SURFACE MOTION
 AI4452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4452+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 AI4452
 AI4452  HISTORY     - Date     Condition        Report By
 AI4452  HISTORY     - 1977     MONUMENTED       MNDT
 AI4452  HISTORY     - 19911203 GOOD             MNDT
 AI4452
 AI4452                          STATION DESCRIPTION
 AI4452
 AI4452'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4452'1.25 MI (2.01 KM) NORTH OF AUSTIN IN THE SE COR OF BOX CULVERT NO
 AI4452'91104 OVER MURPHY CREEK, AT TH 218 MP 16.05, 33.5 FT (10.2 M) SE OF NB
 AI4452'TH 218, 0.4 FT (12.2 CM) NORTH OF SE COR OF BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4449 ***********************************************************************
 AI4449  DESIGNATION -  5009 K
 AI4449  PID         -  AI4449
 AI4449  STATE/COUNTY-  MN/MOWER
 AI4449  COUNTRY     -  US
 AI4449  USGS QUAD   -  WALTHAM (1966)
 AI4449
 AI4449                         *CURRENT SURVEY CONTROL
 AI4449  ______________________________________________________________________
 AI4449* NAD 83(1986) POSITION- 43 45 41.     (N) 092 59 24.     (W)   SCALED    
 AI4449* NAVD 88 ORTHO HEIGHT -   378.341  (meters)    1241.27  (feet) ADJUSTED  
 AI4449  ______________________________________________________________________
 AI4449  GEOID HEIGHT    -        -28.90  (meters)                     GEOID09
 AI4449  DYNAMIC HEIGHT  -        378.269 (meters)     1241.04  (feet) COMP
 AI4449  MODELED GRAVITY -    980,417.6   (mgal)                       NAVD 88
 AI4449
 AI4449  VERT ORDER      -  SECOND    CLASS I
 AI4449
 AI4449.The horizontal coordinates were scaled from a topographic map and have
 AI4449.an estimated accuracy of +/- 6 seconds.
 AI4449.
 AI4449.The orthometric height was determined by differential leveling and
 AI4449.adjusted in December 2004.
 AI4449
 AI4449.The dynamic height is computed by dividing the NAVD 88
 AI4449.geopotential number by the normal gravity value computed on the
 AI4449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4449.degrees latitude (g = 980.6199 gals.).
 AI4449
 AI4449.The modeled gravity was interpolated from observed gravity values.
 AI4449
 AI4449;                    North         East    Units  Estimated Accuracy
 AI4449;SPC MN S     -   185,100.      881,330.      MT  (+/- 180 meters Scaled)
 AI4449
 AI4449                          SUPERSEDED SURVEY CONTROL
 AI4449
 AI4449.No superseded survey control is available for this station.
 AI4449
 AI4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ008453(NAD 83)
 AI4449
 AI4449_MARKER: DB = BENCH MARK DISK
 AI4449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4449_STAMPING: 5009 K 1991
 AI4449_MARK LOGO: MNDT  
 AI4449_PROJECTION: FLUSH
 AI4449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4449+STABILITY: SURFACE MOTION
 AI4449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4449+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI4449_ROD/PIPE-DEPTH: 15.2 meters
 AI4449
 AI4449  HISTORY     - Date     Condition        Report By
 AI4449  HISTORY     - 1991     MONUMENTED       MNDT
 AI4449
 AI4449                          STATION DESCRIPTION
 AI4449
 AI4449'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4449'7.5 MI (12.1 KM) SOUTH OF BLOOMING PRAIRIE, 7.6 MI (12.2 KM) SOUTH
 AI4449'ALONG TH 218 FROM SOUTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE,
 AI4449'AT TH 218 MP 20.6, 151.0 FT (46.0 M) WEST OF TH 218, 73.5 FT (22.4 M)
 AI4449'NORTH OF CO RD 51, 2.1 SW OF FENCE COR, 1.2 FT (0.4 M) SSE OF STEEL
 AI4449'R/W POST WITH WIT POST SIGN. MARK IS STANDARD MNDT DISK ON 50 FT (15.2
 AI4449'M) OF DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4446 ***********************************************************************
 AI4446  DESIGNATION -  5009 L
 AI4446  PID         -  AI4446
 AI4446  STATE/COUNTY-  MN/MOWER
 AI4446  COUNTRY     -  US
 AI4446  USGS QUAD   -  BLOOMING PRAIRIE (1967)
 AI4446
 AI4446                         *CURRENT SURVEY CONTROL
 AI4446  ______________________________________________________________________
 AI4446* NAD 83(1986) POSITION- 43 48 33.     (N) 093 00 45.     (W)   SCALED    
 AI4446* NAVD 88 ORTHO HEIGHT -   381.058  (meters)    1250.19  (feet) ADJUSTED  
 AI4446  ______________________________________________________________________
 AI4446  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 AI4446  DYNAMIC HEIGHT  -        380.987 (meters)     1249.95  (feet) COMP
 AI4446  MODELED GRAVITY -    980,420.7   (mgal)                       NAVD 88
 AI4446
 AI4446  VERT ORDER      -  SECOND    CLASS I
 AI4446
 AI4446.The horizontal coordinates were scaled from a topographic map and have
 AI4446.an estimated accuracy of +/- 6 seconds.
 AI4446.
 AI4446.The orthometric height was determined by differential leveling and
 AI4446.adjusted in December 2004.
 AI4446
 AI4446.The dynamic height is computed by dividing the NAVD 88
 AI4446.geopotential number by the normal gravity value computed on the
 AI4446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4446.degrees latitude (g = 980.6199 gals.).
 AI4446
 AI4446.The modeled gravity was interpolated from observed gravity values.
 AI4446
 AI4446;                    North         East    Units  Estimated Accuracy
 AI4446;SPC MN S     -   190,390.      879,460.      MT  (+/- 180 meters Scaled)
 AI4446
 AI4446                          SUPERSEDED SURVEY CONTROL
 AI4446
 AI4446.No superseded survey control is available for this station.
 AI4446
 AI4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ989506(NAD 83)
 AI4446
 AI4446_MARKER: DB = BENCH MARK DISK
 AI4446_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI4446_STAMPING: 5009 L 1991
 AI4446_MARK LOGO: MNDT  
 AI4446_PROJECTION: FLUSH
 AI4446_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4446+STABILITY: SURFACE MOTION
 AI4446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4446+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AI4446_ROD/PIPE-DEPTH:  7.6 meters
 AI4446
 AI4446  HISTORY     - Date     Condition        Report By
 AI4446  HISTORY     - 1991     MONUMENTED       MNDT
 AI4446
 AI4446                          STATION DESCRIPTION
 AI4446
 AI4446'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4446'4.5 MI (7.2 KM) SOUTH OF BLOOMING PRAIRIE, 4.4 MI (7.1 KM) SOUTH ALONG
 AI4446'TH 218 FROM SOUTH JCT OF TH 218 AND TH 30 IN BLOOMING PRAIRIE, AT TH
 AI4446'218 MP 24.1, 85.5 FT (26.1 M) NE OF TH 218, 12.4 FT (3.8 M) SW OF WEST
 AI4446'RAIL OF RR TRACKS, 1.2 FT (0.4 M) EAST OF WIT POST. MARK IS STANDARD
 AI4446'MNDT DISK ON 25 FT (7.6 M) OF DRIVEN ROD, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0487 ***********************************************************************
 OO0487  DESIGNATION -  5080 A
 OO0487  PID         -  OO0487
 OO0487  STATE/COUNTY-  MN/MOWER
 OO0487  COUNTRY     -  US
 OO0487  USGS QUAD   -  AUSTIN WEST (1982)
 OO0487
 OO0487                         *CURRENT SURVEY CONTROL
 OO0487  ______________________________________________________________________
 OO0487* NAD 83(2007) POSITION- 43 39 33.63887(N) 093 02 57.21993(W)   ADJUSTED  
 OO0487* NAD 83(2007) ELLIP HT-   346.602 (meters)        (02/10/07)   ADJUSTED
 OO0487* NAD 83(2007) EPOCH   -  2002.00
 OO0487* NAVD 88 ORTHO HEIGHT -   375.263  (meters)    1231.18  (feet) ADJUSTED  
 OO0487  ______________________________________________________________________
 OO0487  NAD 83(2007) X  -   -245,859.160 (meters)                     COMP
 OO0487  NAD 83(2007) Y  - -4,615,395.025 (meters)                     COMP
 OO0487  NAD 83(2007) Z  -  4,381,025.952 (meters)                     COMP
 OO0487  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC09
 OO0487  GEOID HEIGHT    -        -28.67  (meters)                     GEOID09
 OO0487  DYNAMIC HEIGHT  -        375.196 (meters)     1230.96  (feet) COMP
 OO0487  MODELED GRAVITY -    980,429.8   (mgal)                       NAVD 88
 OO0487
 OO0487  VERT ORDER      -  FIRST     CLASS II
 OO0487
 OO0487  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0487  Type                                         Horiz  Ellip  Dist(km)
 OO0487  -------------------------------------------------------------------
 OO0487  NETWORK                                       0.66   0.73
 OO0487  -------------------------------------------------------------------
 OO0487  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.72   0.55      2.53
 OO0487  -------------------------------------------------------------------
 OO0487  NOTE: Click here for information on individual local accuracy
 OO0487  values and other accuracy information.
 OO0487
 OO0487
 OO0487.The horizontal coordinates were established by GPS observations
 OO0487.and adjusted by the National Geodetic Survey in February 2007.
 OO0487
 OO0487.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0487.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0487
 OO0487.The horizontal coordinates are valid at the epoch date displayed above
 OO0487.which is a decimal equivalence of Year/Month/Day.
 OO0487
 OO0487.The orthometric height was determined by differential leveling and
 OO0487.adjusted in June 1991.
 OO0487
 OO0487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0487
 OO0487.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0487
 OO0487.The ellipsoidal height was determined by GPS observations
 OO0487.and is referenced to NAD 83.
 OO0487
 OO0487.The dynamic height is computed by dividing the NAVD 88
 OO0487.geopotential number by the normal gravity value computed on the
 OO0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0487.degrees latitude (g = 980.6199 gals.).
 OO0487
 OO0487.The modeled gravity was interpolated from observed gravity values.
 OO0487
 OO0487. The following values were computed from the NAD 83(2007) position.
 OO0487
 OO0487;                    North         East     Units Scale Factor Converg.
 OO0487;SPC MN S     -   173,708.458   876,693.289   MT  1.00002917   +0 39 59.1
 OO0487;SPC MN S     -   569,908.50  2,876,284.57   sFT  1.00002917   +0 39 59.1
 OO0487;UTM  15      - 4,834,039.253   496,030.697   MT  0.99960019   -0 02 02.3
 OO0487
 OO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0487!SPC MN S     -   0.99994565  x   1.00002917  =   0.99997482
 OO0487!UTM  15      -   0.99994565  x   0.99960019  =   0.99954586
 OO0487
 OO0487:                Primary Azimuth Mark                     Grid Az
 OO0487:SPC MN S     -  5080 B                                   089 12 02.3
 OO0487:UTM  15      -  5080 B                                   089 54 03.7
 OO0487
 OO0487|---------------------------------------------------------------------|
 OO0487| PID    Reference Object                     Distance      Geod. Az  |
 OO0487|                                                           dddmmss.s |
 OO0487| OO0337 5080 B                              APPROX. 1.3 KM 0895201.4 |
 OO0487|---------------------------------------------------------------------|
 OO0487
 OO0487                          SUPERSEDED SURVEY CONTROL
 OO0487
 OO0487  NAD 83(1996)-  43 39 33.63824(N)    093 02 57.21935(W) AD(       ) 1
 OO0487  ELLIP H (02/05/03)  346.654  (m)                       GP(       ) 3 2
 OO0487  NAVD 88 (02/05/03)  375.26   (m)         1231.2    (f) LEVELING    3  
 OO0487  NGVD 29 (??/??/92)  375.267  (m)         1231.19   (f) ADJ UNCH    1 2
 OO0487
 OO0487.Superseded values are not recommended for survey control.
 OO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0487.See file dsdata.txt to determine how the superseded data were derived.
 OO0487
 OO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9603034039(NAD 83)
 OO0487
 OO0487_MARKER: DB = BENCH MARK DISK
 OO0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0487_SP_SET: CONCRETE POST
 OO0487_STAMPING: 5080 A 1966
 OO0487_MARK LOGO: MNDT  
 OO0487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0487+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 OO0487
 OO0487  HISTORY     - Date     Condition        Report By
 OO0487  HISTORY     - 1966     MONUMENTED       MNDT
 OO0487  HISTORY     - 1967     GOOD             MNDT
 OO0487  HISTORY     - 19900906 GOOD             NGS
 OO0487  HISTORY     - 19961023 GOOD             MNDT
 OO0487
 OO0487                          STATION DESCRIPTION
 OO0487
 OO0487'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0487'2.0 MI W FROM AUSTIN.
 OO0487'MARK IS LOCATED ABOUT 1.4 MILES WEST OF COUNTY ROAD 46 BRIDGE, 98 FEET
 OO0487'SOUTH OF THE CENTERLINE OF FAI 90 EASTBOUND STATION 1621 + 86, 18 FEET
 OO0487'WEST OF A LARGE BILLBOARD (NO. 1144), 1.0 FEET NORTH OF THE RIGHT OF
 OO0487'WAY FENCE, 1.0 FEET NORTHWEST OF A STEEL WITNESS POST, IN THE TOP OF A
 OO0487'6 FOOT PRECAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.
 OO0487'SW 1/4 SECTION 6, T 102N, R 18W.
 OO0487
 OO0487                          STATION RECOVERY (1990)
 OO0487
 OO0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0487'2.6 KM (1.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0487'JUNCTION OF STATE HIGHWAY 105 (EXIT 175) IN AUSTIN, 30.1 M (98.8 FT)
 OO0487'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 16.0 M
 OO0487'(52.5 FT) SOUTH-SOUTHWEST OF THE SOUTH LEG OF A SIGN (MOWER COUNTY),
 OO0487'0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH
 OO0487'OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND 0.2 M (0.7 FT)
 OO0487'SOUTH OF A WITNESS POST, THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 OO0487'THE GROUND SURFACE.
 OO0487
 OO0487                          STATION RECOVERY (1996)
 OO0487
 OO0487'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0487'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO0487'FAI 90 MP 174.10, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0425 ***********************************************************************
 OO0425  DESIGNATION -  5080 AA
 OO0425  PID         -  OO0425
 OO0425  STATE/COUNTY-  MN/MOWER
 OO0425  COUNTRY     -  US
 OO0425  USGS QUAD   -  DEXTER (1965)
 OO0425
 OO0425                         *CURRENT SURVEY CONTROL
 OO0425  ______________________________________________________________________
 OO0425* NAD 83(1986) POSITION- 43 41 26.     (N) 092 43 43.     (W)   SCALED    
 OO0425* NAVD 88 ORTHO HEIGHT -   415.146  (meters)    1362.02  (feet) ADJUSTED  
 OO0425  ______________________________________________________________________
 OO0425  GEOID HEIGHT    -        -29.65  (meters)                     GEOID09
 OO0425  DYNAMIC HEIGHT  -        415.045 (meters)     1361.69  (feet) COMP
 OO0425  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 OO0425
 OO0425  VERT ORDER      -  SECOND    CLASS 0
 OO0425
 OO0425.The horizontal coordinates were scaled from a topographic map and have
 OO0425.an estimated accuracy of +/- 6 seconds.
 OO0425.
 OO0425.The orthometric height was determined by differential leveling and
 OO0425.adjusted in June 1991.
 OO0425
 OO0425.The dynamic height is computed by dividing the NAVD 88
 OO0425.geopotential number by the normal gravity value computed on the
 OO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0425.degrees latitude (g = 980.6199 gals.).
 OO0425
 OO0425.The modeled gravity was interpolated from observed gravity values.
 OO0425
 OO0425;                    North         East    Units  Estimated Accuracy
 OO0425;SPC MN S     -   177,530.      902,500.      MT  (+/- 180 meters Scaled)
 OO0425
 OO0425                          SUPERSEDED SURVEY CONTROL
 OO0425
 OO0425  NGVD 29 (??/??/92)  415.116  (m)         1361.93   (f) ADJ UNCH    2 0
 OO0425
 OO0425.Superseded values are not recommended for survey control.
 OO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0425.See file dsdata.txt to determine how the superseded data were derived.
 OO0425
 OO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ218375(NAD 83)
 OO0425
 OO0425_MARKER: DD = SURVEY DISK
 OO0425_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0425_SP_SET: BRIDGE
 OO0425_STAMPING: 5080-AA 1970
 OO0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0425
 OO0425  HISTORY     - Date     Condition        Report By
 OO0425  HISTORY     - 1970     MONUMENTED       MNDT
 OO0425
 OO0425                          STATION DESCRIPTION
 OO0425
 OO0425'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0425'2.0 MI S FROM DEXTER.
 OO0425'MARK IS LOCATED ABOUT 1.9 MILES SOUTHWEST OF THE JUNCTION OF T.H. 16
 OO0425'(EAST) AND FAI 90, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9677, GREAT
 OO0425'WESTERN RAILROAD OVER FAI 90.  SW 1/4 SECTION 26, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0385 ***********************************************************************
 OO0385  DESIGNATION -  5080 AB
 OO0385  PID         -  OO0385
 OO0385  STATE/COUNTY-  MN/MOWER
 OO0385  COUNTRY     -  US
 OO0385  USGS QUAD   -  HIGH FOREST (1974)
 OO0385
 OO0385                         *CURRENT SURVEY CONTROL
 OO0385  ______________________________________________________________________
 OO0385* NAD 83(1986) POSITION- 43 48 15.     (N) 092 35 24.     (W)   SCALED    
 OO0385* NAVD 88 ORTHO HEIGHT -   405.205  (meters)    1329.41  (feet) ADJUSTED  
 OO0385  ______________________________________________________________________
 OO0385  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 OO0385  DYNAMIC HEIGHT  -        405.112 (meters)     1329.11  (feet) COMP
 OO0385  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 OO0385
 OO0385  VERT ORDER      -  SECOND    CLASS 0
 OO0385
 OO0385.The horizontal coordinates were scaled from a topographic map and have
 OO0385.an estimated accuracy of +/- 6 seconds.
 OO0385.
 OO0385.The orthometric height was determined by differential leveling and
 OO0385.adjusted in June 1991.
 OO0385
 OO0385.Photographs are available for this station.
 OO0385
 OO0385.The dynamic height is computed by dividing the NAVD 88
 OO0385.geopotential number by the normal gravity value computed on the
 OO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0385.degrees latitude (g = 980.6199 gals.).
 OO0385
 OO0385.The modeled gravity was interpolated from observed gravity values.
 OO0385
 OO0385;                    North         East    Units  Estimated Accuracy
 OO0385;SPC MN S     -   190,330.      913,460.      MT  (+/- 180 meters Scaled)
 OO0385
 OO0385                          SUPERSEDED SURVEY CONTROL
 OO0385
 OO0385  NGVD 29 (??/??/92)  405.175  (m)         1329.31   (f) ADJ UNCH    2 0
 OO0385
 OO0385.Superseded values are not recommended for survey control.
 OO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0385.See file dsdata.txt to determine how the superseded data were derived.
 OO0385
 OO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ329502(NAD 83)
 OO0385
 OO0385_MARKER: DD = SURVEY DISK
 OO0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OO0385_SP_SET: MONUMENT
 OO0385_STAMPING: 5080-AB 1966
 OO0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0385
 OO0385  HISTORY     - Date     Condition        Report By
 OO0385  HISTORY     - 1966     MONUMENTED       MNDT
 OO0385  HISTORY     - 1970     GOOD             MNDT
 OO0385
 OO0385                          STATION DESCRIPTION
 OO0385
 OO0385'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0385'6.2 MI SW FROM STEWARTVILLE.
 OO0385'MARK IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0385'BRIDGE OVER FAI 90, 500 FEET SOUTHWEST OF MOWER COUNTY ROAD 15 BRIDGE
 OO0385'OVER FAI 90, 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0385'1255+00 AT THE RIGHT-OF-WAY FENCE, 2.0 FEET SOUTH OF A STEEL WITNESS
 OO0385'POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2
 OO0385'INCHES ABOVE GROUND.  NE 1/4 SECTION 23, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0384 ***********************************************************************
 OO0384  DESIGNATION -  5080 AC
 OO0384  PID         -  OO0384
 OO0384  STATE/COUNTY-  MN/MOWER
 OO0384  COUNTRY     -  US
 OO0384  USGS QUAD   -  HIGH FOREST (1974)
 OO0384
 OO0384                         *CURRENT SURVEY CONTROL
 OO0384  ______________________________________________________________________
 OO0384* NAD 83(1986) POSITION- 43 48 17.     (N) 092 35 17.     (W)   SCALED    
 OO0384* NAVD 88 ORTHO HEIGHT -   412.713  (meters)    1354.04  (feet) ADJUSTED  
 OO0384  ______________________________________________________________________
 OO0384  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 OO0384  DYNAMIC HEIGHT  -        412.619 (meters)     1353.73  (feet) COMP
 OO0384  MODELED GRAVITY -    980,377.7   (mgal)                       NAVD 88
 OO0384
 OO0384  VERT ORDER      -  SECOND    CLASS 0
 OO0384
 OO0384.The horizontal coordinates were scaled from a topographic map and have
 OO0384.an estimated accuracy of +/- 6 seconds.
 OO0384.
 OO0384.The orthometric height was determined by differential leveling and
 OO0384.adjusted in June 1991.
 OO0384
 OO0384.Photographs are available for this station.
 OO0384
 OO0384.The dynamic height is computed by dividing the NAVD 88
 OO0384.geopotential number by the normal gravity value computed on the
 OO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0384.degrees latitude (g = 980.6199 gals.).
 OO0384
 OO0384.The modeled gravity was interpolated from observed gravity values.
 OO0384
 OO0384;                    North         East    Units  Estimated Accuracy
 OO0384;SPC MN S     -   190,400.      913,610.      MT  (+/- 180 meters Scaled)
 OO0384
 OO0384                          SUPERSEDED SURVEY CONTROL
 OO0384
 OO0384  NGVD 29 (??/??/92)  412.683  (m)         1353.94   (f) ADJ UNCH    2 0
 OO0384
 OO0384.Superseded values are not recommended for survey control.
 OO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0384.See file dsdata.txt to determine how the superseded data were derived.
 OO0384
 OO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ331502(NAD 83)
 OO0384
 OO0384_MARKER: DB = BENCH MARK DISK
 OO0384_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0384_SP_SET: BRIDGE
 OO0384_STAMPING: 5080-AC 1966
 OO0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0384
 OO0384  HISTORY     - Date     Condition        Report By
 OO0384  HISTORY     - 1966     MONUMENTED       MNDT
 OO0384  HISTORY     - 1970     GOOD             MNDT
 OO0384
 OO0384                          STATION DESCRIPTION
 OO0384
 OO0384'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0384'6.1 MI SW FROM STEWARTVILLE.
 OO0384'MARK IS LOCATED ABOUT 3.4 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0384'BRIDGE OVER FAI 90, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9706, MOWER
 OO0384'COUNTY ROAD 15 OVER FAI 90.  NW 1/4 SECTION 24, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0381 ***********************************************************************
 OO0381  DESIGNATION -  5080 AD
 OO0381  PID         -  OO0381
 OO0381  STATE/COUNTY-  MN/MOWER
 OO0381  COUNTRY     -  US
 OO0381  USGS QUAD   -  HIGH FOREST (1974)
 OO0381
 OO0381                         *CURRENT SURVEY CONTROL
 OO0381  ______________________________________________________________________
 OO0381* NAD 83(1986) POSITION- 43 48 25.     (N) 092 35 12.     (W)   SCALED    
 OO0381* NAVD 88 ORTHO HEIGHT -   406.409  (meters)    1333.36  (feet) ADJUSTED  
 OO0381  ______________________________________________________________________
 OO0381  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 OO0381  DYNAMIC HEIGHT  -        406.316 (meters)     1333.06  (feet) COMP
 OO0381  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 OO0381
 OO0381  VERT ORDER      -  SECOND    CLASS 0
 OO0381
 OO0381.The horizontal coordinates were scaled from a topographic map and have
 OO0381.an estimated accuracy of +/- 6 seconds.
 OO0381.
 OO0381.The orthometric height was determined by differential leveling and
 OO0381.adjusted in June 1991.
 OO0381
 OO0381.Photographs are available for this station.
 OO0381
 OO0381.The dynamic height is computed by dividing the NAVD 88
 OO0381.geopotential number by the normal gravity value computed on the
 OO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0381.degrees latitude (g = 980.6199 gals.).
 OO0381
 OO0381.The modeled gravity was interpolated from observed gravity values.
 OO0381
 OO0381;                    North         East    Units  Estimated Accuracy
 OO0381;SPC MN S     -   190,650.      913,720.      MT  (+/- 180 meters Scaled)
 OO0381
 OO0381                          SUPERSEDED SURVEY CONTROL
 OO0381
 OO0381  NGVD 29 (??/??/92)  406.378  (m)         1333.26   (f) ADJ UNCH    2 0
 OO0381
 OO0381.Superseded values are not recommended for survey control.
 OO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0381.See file dsdata.txt to determine how the superseded data were derived.
 OO0381
 OO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ332505(NAD 83)
 OO0381
 OO0381_MARKER: DB = BENCH MARK DISK
 OO0381_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0381_SP_SET: MONUMENT
 OO0381_STAMPING: 5080-AD 1966
 OO0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0381
 OO0381  HISTORY     - Date     Condition        Report By
 OO0381  HISTORY     - 1966     MONUMENTED       MNDT
 OO0381  HISTORY     - 1970     GOOD             MNDT
 OO0381
 OO0381                          STATION DESCRIPTION
 OO0381
 OO0381'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0381'6.0 MI SW FROM STEWARTVILLE.
 OO0381'MARK IS LOCATED ABOUT 3.2 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0381'BRIDGE OVER FAI 90, 800 FEET NORTHEAST OF MOWER COUNTY ROAD 15 BRIDGE
 OO0381'OVER FAI 90, 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0381'1268+00 AT THE RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A STEEL WITNESS
 OO0381'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2
 OO0381'INCHES ABOVE GROUND.  SW 1/4 SECTION 13, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0380 ***********************************************************************
 OO0380  DESIGNATION -  5080 AE
 OO0380  PID         -  OO0380
 OO0380  STATE/COUNTY-  MN/MOWER
 OO0380  COUNTRY     -  US
 OO0380  USGS QUAD   -  HIGH FOREST (1974)
 OO0380
 OO0380                         *CURRENT SURVEY CONTROL
 OO0380  ______________________________________________________________________
 OO0380* NAD 83(1986) POSITION- 43 48 35.     (N) 092 35 01.     (W)   SCALED    
 OO0380* NAVD 88 ORTHO HEIGHT -   410.163  (meters)    1345.68  (feet) ADJUSTED  
 OO0380  ______________________________________________________________________
 OO0380  GEOID HEIGHT    -        -29.89  (meters)                     GEOID09
 OO0380  DYNAMIC HEIGHT  -        410.070 (meters)     1345.37  (feet) COMP
 OO0380  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 OO0380
 OO0380  VERT ORDER      -  SECOND    CLASS 0
 OO0380
 OO0380.The horizontal coordinates were scaled from a topographic map and have
 OO0380.an estimated accuracy of +/- 6 seconds.
 OO0380.
 OO0380.The orthometric height was determined by differential leveling and
 OO0380.adjusted in June 1991.
 OO0380
 OO0380.Photographs are available for this station.
 OO0380
 OO0380.The dynamic height is computed by dividing the NAVD 88
 OO0380.geopotential number by the normal gravity value computed on the
 OO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0380.degrees latitude (g = 980.6199 gals.).
 OO0380
 OO0380.The modeled gravity was interpolated from observed gravity values.
 OO0380
 OO0380;                    North         East    Units  Estimated Accuracy
 OO0380;SPC MN S     -   190,960.      913,960.      MT  (+/- 180 meters Scaled)
 OO0380
 OO0380                          SUPERSEDED SURVEY CONTROL
 OO0380
 OO0380  NGVD 29 (??/??/92)  410.132  (m)         1345.57   (f) ADJ UNCH    2 0
 OO0380
 OO0380.Superseded values are not recommended for survey control.
 OO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0380.See file dsdata.txt to determine how the superseded data were derived.
 OO0380
 OO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ334508(NAD 83)
 OO0380
 OO0380_MARKER: DB = BENCH MARK DISK
 OO0380_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0380_SP_SET: MONUMENT
 OO0380_STAMPING: 5080-AE 1966
 OO0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0380
 OO0380  HISTORY     - Date     Condition        Report By
 OO0380  HISTORY     - 1966     MONUMENTED       MNDT
 OO0380  HISTORY     - 1970     GOOD             MNDT
 OO0380
 OO0380                          STATION DESCRIPTION
 OO0380
 OO0380'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0380'5.8 MI SW FROM STEWARTVILLE.
 OO0380'MARK IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0380'BRIDGE OVER FAI 90, 0.4 MILES NORTHEAST OF MOWER COUNTY ROAD 15 BRIDGE
 OO0380'OVER FAI 90, 99 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0380'1281+00, 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE, 6 INCHES EAST OF A
 OO0380'STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT
 OO0380'SET FLUSH WITH THE GROUND.  SW 1/4 SECTION 13, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0379 ***********************************************************************
 OO0379  DESIGNATION -  5080 AF
 OO0379  PID         -  OO0379
 OO0379  STATE/COUNTY-  MN/MOWER
 OO0379  COUNTRY     -  US
 OO0379  USGS QUAD   -  HIGH FOREST (1974)
 OO0379
 OO0379                         *CURRENT SURVEY CONTROL
 OO0379  ______________________________________________________________________
 OO0379* NAD 83(1986) POSITION- 43 49 00.     (N) 092 34 36.     (W)   SCALED    
 OO0379* NAVD 88 ORTHO HEIGHT -   408.724  (meters)    1340.96  (feet) ADJUSTED  
 OO0379  ______________________________________________________________________
 OO0379  GEOID HEIGHT    -        -29.90  (meters)                     GEOID09
 OO0379  DYNAMIC HEIGHT  -        408.631 (meters)     1340.65  (feet) COMP
 OO0379  MODELED GRAVITY -    980,380.1   (mgal)                       NAVD 88
 OO0379
 OO0379  VERT ORDER      -  SECOND    CLASS 0
 OO0379
 OO0379.The horizontal coordinates were scaled from a topographic map and have
 OO0379.an estimated accuracy of +/- 6 seconds.
 OO0379.
 OO0379.The orthometric height was determined by differential leveling and
 OO0379.adjusted in June 1991.
 OO0379
 OO0379.Photographs are available for this station.
 OO0379
 OO0379.The dynamic height is computed by dividing the NAVD 88
 OO0379.geopotential number by the normal gravity value computed on the
 OO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0379.degrees latitude (g = 980.6199 gals.).
 OO0379
 OO0379.The modeled gravity was interpolated from observed gravity values.
 OO0379
 OO0379;                    North         East    Units  Estimated Accuracy
 OO0379;SPC MN S     -   191,740.      914,500.      MT  (+/- 180 meters Scaled)
 OO0379
 OO0379                          SUPERSEDED SURVEY CONTROL
 OO0379
 OO0379  NGVD 29 (??/??/92)  408.693  (m)         1340.85   (f) ADJ UNCH    2 0
 OO0379
 OO0379.Superseded values are not recommended for survey control.
 OO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0379.See file dsdata.txt to determine how the superseded data were derived.
 OO0379
 OO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ340515(NAD 83)
 OO0379
 OO0379_MARKER: DB = BENCH MARK DISK
 OO0379_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0379_SP_SET: MONUMENT
 OO0379_STAMPING: 5080-AF 1966
 OO0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0379
 OO0379  HISTORY     - Date     Condition        Report By
 OO0379  HISTORY     - 1966     MONUMENTED       MNDT
 OO0379  HISTORY     - 1970     GOOD             MNDT
 OO0379
 OO0379                          STATION DESCRIPTION
 OO0379
 OO0379'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0379'5.4 MI SW FROM STEWARTVILLE.
 OO0379'MARK IS LOCATED ABOUT 2.4 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0379'BRIDGE OVER FAI 90, 0.8 MILES NORTHEAST OF MOWER COUNTY ROAD 15 BRIDGE
 OO0379'OVER FAI 90, 150 FEET WEST OF AN EMERGENCY CROSS-OVER, 100 FEET
 OO0379'NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 1311+00 AT THE
 OO0379'RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A STEEL WITNESS POST, IN THE TOP
 OO0379'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE
 OO0379'GROUND.  NW 1/4 SECTION 13, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0378 ***********************************************************************
 OO0378  DESIGNATION -  5080 AG
 OO0378  PID         -  OO0378
 OO0378  STATE/COUNTY-  MN/MOWER
 OO0378  COUNTRY     -  US
 OO0378  USGS QUAD   -  HIGH FOREST (1974)
 OO0378
 OO0378                         *CURRENT SURVEY CONTROL
 OO0378  ______________________________________________________________________
 OO0378* NAD 83(1986) POSITION- 43 49 12.     (N) 092 34 16.     (W)   SCALED    
 OO0378* NAVD 88 ORTHO HEIGHT -   403.251  (meters)    1323.00  (feet) ADJUSTED  
 OO0378  ______________________________________________________________________
 OO0378  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 OO0378  DYNAMIC HEIGHT  -        403.159 (meters)     1322.70  (feet) COMP
 OO0378  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 OO0378
 OO0378  VERT ORDER      -  SECOND    CLASS 0
 OO0378
 OO0378.The horizontal coordinates were scaled from a topographic map and have
 OO0378.an estimated accuracy of +/- 6 seconds.
 OO0378.
 OO0378.The orthometric height was determined by differential leveling and
 OO0378.adjusted in June 1991.
 OO0378
 OO0378.The dynamic height is computed by dividing the NAVD 88
 OO0378.geopotential number by the normal gravity value computed on the
 OO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0378.degrees latitude (g = 980.6199 gals.).
 OO0378
 OO0378.The modeled gravity was interpolated from observed gravity values.
 OO0378
 OO0378;                    North         East    Units  Estimated Accuracy
 OO0378;SPC MN S     -   192,120.      914,950.      MT  (+/- 180 meters Scaled)
 OO0378
 OO0378                          SUPERSEDED SURVEY CONTROL
 OO0378
 OO0378  NGVD 29 (??/??/92)  403.221  (m)         1322.90   (f) ADJ UNCH    2 0
 OO0378
 OO0378.Superseded values are not recommended for survey control.
 OO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0378.See file dsdata.txt to determine how the superseded data were derived.
 OO0378
 OO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ344519(NAD 83)
 OO0378
 OO0378_MARKER: DD = SURVEY DISK
 OO0378_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0378_SP_SET: MONUMENT
 OO0378_STAMPING: 5080-AG 1966
 OO0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0378
 OO0378  HISTORY     - Date     Condition        Report By
 OO0378  HISTORY     - 1966     MONUMENTED       MNDT
 OO0378  HISTORY     - 1970     GOOD             MNDT
 OO0378
 OO0378                          STATION DESCRIPTION
 OO0378
 OO0378'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0378'5.0 MI SW FROM STEWARTVILLE.
 OO0378'MARK IS LOCATED 2.0 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6 OVER FAI
 OO0378'90, 1.2 MILES NORTHEAST OF MOWER COUNTY ROAD 15 OVER FAI 90 AT THE
 OO0378'NORTHWEST EDGE OF A FARMSTEAD, 101 FEET SOUTHEAST OF FAI 90 EASTBOUND
 OO0378'CENTERLINE STATION 1328+00, 1 FOOT EAST OF THE RIGHT OF WAY FENCE, 3
 OO0378'FEET SOUTHWEST OF A STEEL WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST
 OO0378'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  NE 1/4 SECTION
 OO0378'13, T 104N, R 15W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0377 ***********************************************************************
 OO0377  DESIGNATION -  5080 AH
 OO0377  PID         -  OO0377
 OO0377  STATE/COUNTY-  MN/MOWER
 OO0377  COUNTRY     -  US
 OO0377  USGS QUAD   -  HIGH FOREST (1974)
 OO0377
 OO0377                         *CURRENT SURVEY CONTROL
 OO0377  ______________________________________________________________________
 OO0377* NAD 83(1986) POSITION- 43 49 22.     (N) 092 34 02.     (W)   SCALED    
 OO0377* NAVD 88 ORTHO HEIGHT -   401.458  (meters)    1317.12  (feet) ADJUSTED  
 OO0377  ______________________________________________________________________
 OO0377  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 OO0377  DYNAMIC HEIGHT  -        401.368 (meters)     1316.82  (feet) COMP
 OO0377  MODELED GRAVITY -    980,382.0   (mgal)                       NAVD 88
 OO0377
 OO0377  VERT ORDER      -  SECOND    CLASS 0
 OO0377
 OO0377.The horizontal coordinates were scaled from a topographic map and have
 OO0377.an estimated accuracy of +/- 6 seconds.
 OO0377.
 OO0377.The orthometric height was determined by differential leveling and
 OO0377.adjusted in June 1991.
 OO0377
 OO0377.Photographs are available for this station.
 OO0377
 OO0377.The dynamic height is computed by dividing the NAVD 88
 OO0377.geopotential number by the normal gravity value computed on the
 OO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0377.degrees latitude (g = 980.6199 gals.).
 OO0377
 OO0377.The modeled gravity was interpolated from observed gravity values.
 OO0377
 OO0377;                    North         East    Units  Estimated Accuracy
 OO0377;SPC MN S     -   192,430.      915,250.      MT  (+/- 180 meters Scaled)
 OO0377
 OO0377                          SUPERSEDED SURVEY CONTROL
 OO0377
 OO0377  NGVD 29 (??/??/92)  401.429  (m)         1317.02   (f) ADJ UNCH    2 0
 OO0377
 OO0377.Superseded values are not recommended for survey control.
 OO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0377.See file dsdata.txt to determine how the superseded data were derived.
 OO0377
 OO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ348522(NAD 83)
 OO0377
 OO0377_MARKER: DB = BENCH MARK DISK
 OO0377_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0377_SP_SET: MONUMENT
 OO0377_STAMPING: 5080-AH 1966
 OO0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0377
 OO0377  HISTORY     - Date     Condition        Report By
 OO0377  HISTORY     - 1966     MONUMENTED       MNDT
 OO0377  HISTORY     - 1970     GOOD             MNDT
 OO0377
 OO0377                          STATION DESCRIPTION
 OO0377
 OO0377'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0377'4.7 MI SW FROM STEWARTVILLE.
 OO0377'MARK IS LOCATED ABOUT 1.7 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0377'BRIDGE OVER FAI 90, 1.5 MILES NORTHEAST OF MOWER COUNTY ROAD 15 OVER
 OO0377'FAI 90, 100 FEET SOUTHEAST OF FAI 90 EAST BOUND CENTERLINE STATION
 OO0377'1344+00 AT THE RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 OO0377'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2 INCHES
 OO0377'BELOW GROUND.  SW 1/4 SECTION 7, T 104N, R 14W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0372 ***********************************************************************
 OO0372  DESIGNATION -  5080 AJ
 OO0372  PID         -  OO0372
 OO0372  STATE/COUNTY-  MN/MOWER
 OO0372  COUNTRY     -  US
 OO0372  USGS QUAD   -  HIGH FOREST (1974)
 OO0372
 OO0372                         *CURRENT SURVEY CONTROL
 OO0372  ______________________________________________________________________
 OO0372* NAD 83(2007) POSITION- 43 49 33.94740(N) 092 33 46.82010(W)   ADJUSTED  
 OO0372* NAD 83(2007) ELLIP HT-   367.748 (meters)        (02/10/07)   ADJUSTED
 OO0372* NAD 83(2007) EPOCH   -  2002.00
 OO0372* NAVD 88 ORTHO HEIGHT -   397.663  (meters)    1304.67  (feet) ADJUSTED  
 OO0372  ______________________________________________________________________
 OO0372  NAD 83(2007) X  -   -206,111.518 (meters)                     COMP
 OO0372  NAD 83(2007) Y  - -4,604,532.346 (meters)                     COMP
 OO0372  NAD 83(2007) Z  -  4,394,426.467 (meters)                     COMP
 OO0372  LAPLACE CORR    -          0.63  (seconds)                    DEFLEC09
 OO0372  GEOID HEIGHT    -        -29.91  (meters)                     GEOID09
 OO0372  DYNAMIC HEIGHT  -        397.573 (meters)     1304.37  (feet) COMP
 OO0372  MODELED GRAVITY -    980,383.1   (mgal)                       NAVD 88
 OO0372
 OO0372  VERT ORDER      -  SECOND    CLASS 0
 OO0372
 OO0372  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0372  Type                                         Horiz  Ellip  Dist(km)
 OO0372  -------------------------------------------------------------------
 OO0372  NETWORK                                       0.60   0.59
 OO0372  -------------------------------------------------------------------
 OO0372  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.44   0.31      3.87
 OO0372  -------------------------------------------------------------------
 OO0372  NOTE: Click here for information on individual local accuracy
 OO0372  values and other accuracy information.
 OO0372
 OO0372
 OO0372.The horizontal coordinates were established by GPS observations
 OO0372.and adjusted by the National Geodetic Survey in February 2007.
 OO0372
 OO0372.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0372.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0372
 OO0372.The horizontal coordinates are valid at the epoch date displayed above
 OO0372.which is a decimal equivalence of Year/Month/Day.
 OO0372
 OO0372.The orthometric height was determined by differential leveling and
 OO0372.adjusted in June 1991.
 OO0372
 OO0372.Photographs are available for this station.
 OO0372
 OO0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0372
 OO0372.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0372
 OO0372.The ellipsoidal height was determined by GPS observations
 OO0372.and is referenced to NAD 83.
 OO0372
 OO0372.The dynamic height is computed by dividing the NAVD 88
 OO0372.geopotential number by the normal gravity value computed on the
 OO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0372.degrees latitude (g = 980.6199 gals.).
 OO0372
 OO0372.The modeled gravity was interpolated from observed gravity values.
 OO0372
 OO0372. The following values were computed from the NAD 83(2007) position.
 OO0372
 OO0372;                    North         East     Units Scale Factor Converg.
 OO0372;SPC MN S     -   192,805.986   915,584.970   MT  0.99999101   +1 00 26.0
 OO0372;SPC MN S     -   632,564.31  3,003,881.69   sFT  0.99999101   +1 00 26.0
 OO0372;UTM  15      - 4,852,650.848   535,137.825   MT  0.99961519   +0 18 09.4
 OO0372
 OO0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0372!SPC MN S     -   0.99994234  x   0.99999101  =   0.99993335
 OO0372!UTM  15      -   0.99994234  x   0.99961519  =   0.99955755
 OO0372
 OO0372:                Primary Azimuth Mark                     Grid Az
 OO0372:SPC MN S     -  5080 AL                                  038 38 35.0
 OO0372:UTM  15      -  5080 AL                                  039 20 51.6
 OO0372
 OO0372|---------------------------------------------------------------------|
 OO0372| PID    Reference Object                     Distance      Geod. Az  |
 OO0372|                                                           dddmmss.s |
 OO0372| OO0370 5080 AL                             APPROX. 1.0 KM 0393901.0 |
 OO0372|---------------------------------------------------------------------|
 OO0372
 OO0372                          SUPERSEDED SURVEY CONTROL
 OO0372
 OO0372  NAD 83(1996)-  43 49 33.94693(N)    092 33 46.81940(W) AD(       ) 1
 OO0372  ELLIP H (02/05/03)  367.790  (m)                       GP(       ) 3 2
 OO0372  NAVD 88 (02/05/03)  397.66   (m)         1304.7    (f) LEVELING    3  
 OO0372  NGVD 29 (??/??/92)  397.633  (m)         1304.57   (f) ADJ UNCH    2 0
 OO0372
 OO0372.Superseded values are not recommended for survey control.
 OO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0372.See file dsdata.txt to determine how the superseded data were derived.
 OO0372
 OO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3513752650(NAD 83)
 OO0372
 OO0372_MARKER: DB = BENCH MARK DISK
 OO0372_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0372_SP_SET: MONUMENT
 OO0372_STAMPING: 5080 AJ 1966
 OO0372_MARK LOGO: MNDT  
 OO0372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0372+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1996
 OO0372
 OO0372  HISTORY     - Date     Condition        Report By
 OO0372  HISTORY     - 1966     MONUMENTED       MNDT
 OO0372  HISTORY     - 1970     GOOD             MNDT
 OO0372  HISTORY     - 19961021 GOOD             MNDT
 OO0372
 OO0372                          STATION DESCRIPTION
 OO0372
 OO0372'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0372'4.4 MI SW FROM STEWARTVILLE.
 OO0372'MARK IS LOCATED ABOUT 1.8 MILES NORTHEAST OF MOWER COUNTY ROAD 15
 OO0372'BRIDGE OVER FAI 90, 1.4 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0372'BRIDGE OVER FAI 90, 300 FEET SOUTHWEST OF A TOWNSHIP ROAD (DEAD-END
 OO0372'EAST), 100 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0372'1362+00, AT THE RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A STEEL
 OO0372'WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2
 OO0372'INCHES BELOW GROUND.  SW 1/4 SECTION 7, T 104N, R 14W.
 OO0372
 OO0372                          STATION RECOVERY (1996)
 OO0372
 OO0372'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0372'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0372'THE MARK IS 4.4 MI (7.1 KM) SW OF STEWARTVILLE, 1.4 MI (2.3 KM) SW OF
 OO0372'HIGH FOREST (JCT CO RD 6 AND FAI 90) , 1.4 MI (2.3 KM) SW ALONG FAI 90
 OO0372'FROM JCT OF FAI 90 AND CO RD 6 AT HIGH FOREST, 1.8 MI (2.9 KM) NE ON
 OO0372'FAI 90 FROM CO RD 15 BRDG OVER FAI 90, 300 FT (91.4 M) SW OF DEAD END
 OO0372'TWP RD, 101 FT (30.8 M) SE OF FAI 90, AT FAI 90 MP 203.95, AT FAI 90
 OO0372'STA 1362+00, AT R/W FENCE, 1.0 FT (0.3 M) SW OF WIT POST, 0.6 FT (18.3
 OO0372'CM) SE OF FENCE, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0371 ***********************************************************************
 OO0371  DESIGNATION -  5080 AK
 OO0371  PID         -  OO0371
 OO0371  STATE/COUNTY-  MN/MOWER
 OO0371  COUNTRY     -  US
 OO0371  USGS QUAD   -  HIGH FOREST (1974)
 OO0371
 OO0371                         *CURRENT SURVEY CONTROL
 OO0371  ______________________________________________________________________
 OO0371* NAD 83(1986) POSITION- 43 49 50.     (N) 092 33 29.     (W)   SCALED    
 OO0371* NAVD 88 ORTHO HEIGHT -   391.717  (meters)    1285.16  (feet) ADJUSTED  
 OO0371  ______________________________________________________________________
 OO0371  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 OO0371  DYNAMIC HEIGHT  -        391.630 (meters)     1284.87  (feet) COMP
 OO0371  MODELED GRAVITY -    980,384.0   (mgal)                       NAVD 88
 OO0371
 OO0371  VERT ORDER      -  SECOND    CLASS 0
 OO0371
 OO0371.The horizontal coordinates were scaled from a topographic map and have
 OO0371.an estimated accuracy of +/- 6 seconds.
 OO0371.
 OO0371.The orthometric height was determined by differential leveling and
 OO0371.adjusted in June 1991.
 OO0371
 OO0371.Photographs are available for this station.
 OO0371
 OO0371.The dynamic height is computed by dividing the NAVD 88
 OO0371.geopotential number by the normal gravity value computed on the
 OO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0371.degrees latitude (g = 980.6199 gals.).
 OO0371
 OO0371.The modeled gravity was interpolated from observed gravity values.
 OO0371
 OO0371;                    North         East    Units  Estimated Accuracy
 OO0371;SPC MN S     -   193,310.      915,970.      MT  (+/- 180 meters Scaled)
 OO0371
 OO0371                          SUPERSEDED SURVEY CONTROL
 OO0371
 OO0371  NGVD 29 (??/??/92)  391.689  (m)         1285.07   (f) ADJ UNCH    2 0
 OO0371
 OO0371.Superseded values are not recommended for survey control.
 OO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0371.See file dsdata.txt to determine how the superseded data were derived.
 OO0371
 OO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ355531(NAD 83)
 OO0371
 OO0371_MARKER: DB = BENCH MARK DISK
 OO0371_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0371_SP_SET: MONUMENT
 OO0371_STAMPING: 5080-AK 1966
 OO0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0371
 OO0371  HISTORY     - Date     Condition        Report By
 OO0371  HISTORY     - 1966     MONUMENTED       MNDT
 OO0371  HISTORY     - 1970     GOOD             MNDT
 OO0371
 OO0371                          STATION DESCRIPTION
 OO0371
 OO0371'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0371'4.2 MI SW FROM STEWARTVILLE.
 OO0371'MARK IS LOCATED ABOUT 2.2 MILES NORTHEAST OF MOWER COUNTY ROAD 15
 OO0371'BRIDGE OVER FAI 90, 1.0 MILES SOUTHWEST OF OLMSTED COUNTY ROAD 6
 OO0371'BRIDGE OVER FAI 90, 100 FEET SOUTHEAST OF A TOWNSHIP ROAD CENTERLINE,
 OO0371'99 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 1380+00, 1
 OO0371'FOOT EAST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS
 OO0371'POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0371'THE GROUND.  NE 1/4 SECTION 7, T 104N, R 14W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0370 ***********************************************************************
 OO0370  DESIGNATION -  5080 AL
 OO0370  PID         -  OO0370
 OO0370  STATE/COUNTY-  MN/MOWER
 OO0370  COUNTRY     -  US
 OO0370  USGS QUAD   -  HIGH FOREST (1974)
 OO0370
 OO0370                         *CURRENT SURVEY CONTROL
 OO0370  ______________________________________________________________________
 OO0370* NAD 83(2007) POSITION- 43 49 59.88374(N) 092 33 17.12537(W)   ADJUSTED  
 OO0370* NAD 83(2007) ELLIP HT-   359.032 (meters)        (02/10/07)   ADJUSTED
 OO0370* NAD 83(2007) EPOCH   -  2002.00
 OO0370* NAVD 88 ORTHO HEIGHT -   388.395  (meters)    1274.26  (feet) ADJUSTED  
 OO0370  ______________________________________________________________________
 OO0370  NAD 83(2007) X  -   -205,423.637 (meters)                     COMP
 OO0370  NAD 83(2007) Y  - -4,604,001.857 (meters)                     COMP
 OO0370  NAD 83(2007) Z  -  4,394,997.937 (meters)                     COMP
 OO0370  LAPLACE CORR    -          1.05  (seconds)                    DEFLEC09
 OO0370  GEOID HEIGHT    -        -29.92  (meters)                     GEOID09
 OO0370  DYNAMIC HEIGHT  -        388.308 (meters)     1273.97  (feet) COMP
 OO0370  MODELED GRAVITY -    980,384.7   (mgal)                       NAVD 88
 OO0370
 OO0370  VERT ORDER      -  SECOND    CLASS 0
 OO0370
 OO0370  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0370  Type                                         Horiz  Ellip  Dist(km)
 OO0370  -------------------------------------------------------------------
 OO0370  NETWORK                                       0.60   0.59
 OO0370  -------------------------------------------------------------------
 OO0370  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.45   0.31      3.23
 OO0370  -------------------------------------------------------------------
 OO0370  NOTE: Click here for information on individual local accuracy
 OO0370  values and other accuracy information.
 OO0370
 OO0370
 OO0370.The horizontal coordinates were established by GPS observations
 OO0370.and adjusted by the National Geodetic Survey in February 2007.
 OO0370
 OO0370.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0370.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0370
 OO0370.The horizontal coordinates are valid at the epoch date displayed above
 OO0370.which is a decimal equivalence of Year/Month/Day.
 OO0370
 OO0370.The orthometric height was determined by differential leveling and
 OO0370.adjusted in June 1991.
 OO0370
 OO0370.WARNING-GPS observations at this control monument resulted in a GPS
 OO0370.derived orthometric height which differed from the leveled height by
 OO0370.more than one decimeter (0.1 meter).
 OO0370
 OO0370.Photographs are available for this station.
 OO0370
 OO0370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0370
 OO0370.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0370
 OO0370.The ellipsoidal height was determined by GPS observations
 OO0370.and is referenced to NAD 83.
 OO0370
 OO0370.The dynamic height is computed by dividing the NAVD 88
 OO0370.geopotential number by the normal gravity value computed on the
 OO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0370.degrees latitude (g = 980.6199 gals.).
 OO0370
 OO0370.The modeled gravity was interpolated from observed gravity values.
 OO0370
 OO0370. The following values were computed from the NAD 83(2007) position.
 OO0370
 OO0370;                    North         East     Units Scale Factor Converg.
 OO0370;SPC MN S     -   193,618.039   916,234.222   MT  0.99998955   +1 00 46.8
 OO0370;SPC MN S     -   635,228.52  3,006,011.78   sFT  0.99998955   +1 00 46.8
 OO0370;UTM  15      - 4,853,454.553   535,796.767   MT  0.99961576   +0 18 30.1
 OO0370
 OO0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0370!SPC MN S     -   0.99994370  x   0.99998955  =   0.99993325
 OO0370!UTM  15      -   0.99994370  x   0.99961576  =   0.99955949
 OO0370
 OO0370:                Primary Azimuth Mark                     Grid Az
 OO0370:SPC MN S     -  5080 AJ                                  218 38 34.8
 OO0370:UTM  15      -  5080 AJ                                  219 20 51.5
 OO0370
 OO0370|---------------------------------------------------------------------|
 OO0370| PID    Reference Object                     Distance      Geod. Az  |
 OO0370|                                                           dddmmss.s |
 OO0370| OO0372 5080 AJ                             APPROX. 1.0 KM 2193921.6 |
 OO0370|---------------------------------------------------------------------|
 OO0370
 OO0370                          SUPERSEDED SURVEY CONTROL
 OO0370
 OO0370  NAD 83(1996)-  43 49 59.88326(N)    092 33 17.12467(W) AD(       ) 1
 OO0370  ELLIP H (02/05/03)  359.075  (m)                       GP(       ) 3 2
 OO0370  NAVD 88 (02/05/03)  388.9    (m)  GEOID99 model used   GPS OBS        
 OO0370  NGVD 29 (??/??/92)  388.367  (m)         1274.17   (f) ADJ UNCH    2 0
 OO0370
 OO0370.Superseded values are not recommended for survey control.
 OO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0370.See file dsdata.txt to determine how the superseded data were derived.
 OO0370
 OO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3579653454(NAD 83)
 OO0370
 OO0370_MARKER: DB = BENCH MARK DISK
 OO0370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0370_SP_SET: MONUMENT
 OO0370_STAMPING: 5080 AL 1966
 OO0370_MARK LOGO: MNDT  
 OO0370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0370+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1996
 OO0370
 OO0370  HISTORY     - Date     Condition        Report By
 OO0370  HISTORY     - 1966     MONUMENTED       MNDT
 OO0370  HISTORY     - 1970     GOOD             MNDT
 OO0370  HISTORY     - 19961021 GOOD             MNDT
 OO0370
 OO0370                          STATION DESCRIPTION
 OO0370
 OO0370'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0370'3.9 MI SW FROM STEWARTVILLE.
 OO0370'MARK IS LOCATED NEAR THE OLMSTED-MOWER COUNTY LINE, 2.5 MILES
 OO0370'NORTHEAST OF MOWER COUNTY ROAD 15 BRIDGE OVER FAI 90, 0.7 MILES
 OO0370'SOUTHWEST OF OLMSTED COUNTY ROAD 6 BRIDGE OVER FAI 90, 100 FEET
 OO0370'NORTHWEST OF FAI 90 WEST BOUND CENTERLINE STATION 1396 + 00 AT THE
 OO0370'RIGHT OF WAY FENCE, 1 FOOT NORTHEAST OF A STEEL WITNESS POST IN THE
 OO0370'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE
 OO0370'GROUND.  NE 1/4 SECTION 7, T 104N, R 14W.
 OO0370
 OO0370                          STATION RECOVERY (1996)
 OO0370
 OO0370'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0370'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0370'THE MARK IS 3.9 MI (6.3 KM) SW OF STEWARTVILLE, 2.5 MI (4.0 KM) NE ON
 OO0370'FAI 90 FROM CO RD 15 BRDG OVER FAI 90, 0.7 MI (1.1 KM) SW OF CO RD 6
 OO0370'BRDG OVER FAI 90, 0.75 MI (1.21 KM) SW ALONG FAI 90 FROM JCT OF FAI 90
 OO0370'AND CO RD 6 AT HIGH FOREST, AT FAI 90 MP 204.60, 99.5 FT (30.3 M) NW
 OO0370'OF WB FAI 90, AT FAI 90 STA 1396+00, 0.3 FT (9.1 CM) SE OF FENCE, 0.6
 OO0370'FT (18.3 CM) EAST OF WIT POST, PROJECTS 2 FT, (0.6 M) MAGNETIC AND
 OO0370'SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO1570 ***********************************************************************
 OO1570  DESIGNATION -  5080 AM
 OO1570  PID         -  OO1570
 OO1570  STATE/COUNTY-  MN/MOWER
 OO1570  COUNTRY     -  US
 OO1570  USGS QUAD   -  DEXTER (1965)
 OO1570
 OO1570                         *CURRENT SURVEY CONTROL
 OO1570  ______________________________________________________________________
 OO1570* NAD 83(1986) POSITION- 43 42 37.     (N) 092 42 01.     (W)   SCALED    
 OO1570* NAVD 88 ORTHO HEIGHT -   435.933  (meters)    1430.22  (feet) ADJUSTED  
 OO1570  ______________________________________________________________________
 OO1570  GEOID HEIGHT    -        -29.71  (meters)                     GEOID09
 OO1570  DYNAMIC HEIGHT  -        435.828 (meters)     1429.88  (feet) COMP
 OO1570  MODELED GRAVITY -    980,364.8   (mgal)                       NAVD 88
 OO1570
 OO1570  VERT ORDER      -  FIRST     CLASS II
 OO1570
 OO1570.The horizontal coordinates were scaled from a topographic map and have
 OO1570.an estimated accuracy of +/- 6 seconds.
 OO1570.
 OO1570.The orthometric height was determined by differential leveling and
 OO1570.adjusted in June 1991.
 OO1570
 OO1570.Photographs are available for this station.
 OO1570
 OO1570.The dynamic height is computed by dividing the NAVD 88
 OO1570.geopotential number by the normal gravity value computed on the
 OO1570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO1570.degrees latitude (g = 980.6199 gals.).
 OO1570
 OO1570.The modeled gravity was interpolated from observed gravity values.
 OO1570
 OO1570;                    North         East    Units  Estimated Accuracy
 OO1570;SPC MN S     -   179,750.      904,750.      MT  (+/- 180 meters Scaled)
 OO1570
 OO1570                          SUPERSEDED SURVEY CONTROL
 OO1570
 OO1570.No superseded survey control is available for this station.
 OO1570
 OO1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ241397(NAD 83)
 OO1570
 OO1570_MARKER: DV = VERTICAL CONTROL DISK
 OO1570_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO1570_SP_SET: BRIDGE ABUTMENT
 OO1570_STAMPING: 5080 AM 1990
 OO1570_MARK LOGO: MNDT  
 OO1570_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO1570+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2007
 OO1570
 OO1570  HISTORY     - Date     Condition        Report By
 OO1570  HISTORY     - 1990     MONUMENTED       MNDT
 OO1570  HISTORY     - 19900822 GOOD             NGS
 OO1570  HISTORY     - 19910923 GOOD             MNDT
 OO1570  HISTORY     - 20070507 GOOD             MNDT
 OO1570
 OO1570                          STATION DESCRIPTION
 OO1570
 OO1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OO1570'10.5 KM (6.5 MI) WESTERLY ALONG STATE HIGHWAY 16 FROM THE JUNCTION OF
 OO1570'COUNTY ROAD 8 (SECOND STREET SOUTHEAST) IN GRAND MEADOW, IN TOP OF
 OO1570'AND 1.4 M (4.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE EAST
 OO1570'CONCRETE ABUTMENT OF HIGHWAY OVERPASS NUMBER 9678 SPANNING INTERSTATE
 OO1570'HIGHWAY 90, AND 7.8 M (25.6 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 OO1570'CENTERLINE.
 OO1570
 OO1570                          STATION RECOVERY (1991)
 OO1570
 OO1570'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO1570'0.5 MILE (0.8 KM) EAST OF THE TOWN OF DEXTER, IN THE NE 1/4 OF SECTION
 OO1570'24, T103N, R16W, ON TRUNK HIGHWAY 16 RIGHT OF WAY, AT THE JCT OF I 90
 OO1570'AND TH 16, AT MILEPOINT 199.05, 26.0 FT (7.9 M) SOUTH OF AND ABOUT
 OO1570'FLUSH WITH THE CENTERLINE OF TH 16, 0.9 FT (27.4 CM) WEST OF THE EAST
 OO1570'END OF THE SE ABUTMENT OF BRIDGE 9678 (TH 16 OVER I 90).
 OO1570
 OO1570                          STATION RECOVERY (2007)
 OO1570
 OO1570'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 OO1570'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4454 ***********************************************************************
 AI4454  DESIGNATION -  5080 AM 1
 AI4454  PID         -  AI4454
 AI4454  STATE/COUNTY-  MN/MOWER
 AI4454  COUNTRY     -  US
 AI4454  USGS QUAD   -  AUSTIN EAST (1982)
 AI4454
 AI4454                         *CURRENT SURVEY CONTROL
 AI4454  ______________________________________________________________________
 AI4454* NAD 83(1986) POSITION- 43 40 49.5    (N) 092 59 36.6    (W)   HD_HELD2  
 AI4454* NAVD 88 ORTHO HEIGHT -   378.212  (meters)    1240.85  (feet) ADJUSTED  
 AI4454  ______________________________________________________________________
 AI4454  GEOID HEIGHT    -        -28.80  (meters)                     GEOID09
 AI4454  DYNAMIC HEIGHT  -        378.144 (meters)     1240.63  (feet) COMP
 AI4454  MODELED GRAVITY -    980,426.3   (mgal)                       NAVD 88
 AI4454
 AI4454  VERT ORDER      -  SECOND    CLASS I
 AI4454
 AI4454.The horizontal coordinates were established by autonomous hand held GPS
 AI4454.observations and have an estimated accuracy of +/- 10 meters.
 AI4454.
 AI4454.The orthometric height was determined by differential leveling and
 AI4454.adjusted in December 2004.
 AI4454
 AI4454.Photographs are available for this station.
 AI4454
 AI4454.The dynamic height is computed by dividing the NAVD 88
 AI4454.geopotential number by the normal gravity value computed on the
 AI4454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4454.degrees latitude (g = 980.6199 gals.).
 AI4454
 AI4454.The modeled gravity was interpolated from observed gravity values.
 AI4454
 AI4454;                    North         East    Units  Estimated Accuracy
 AI4454;SPC MN S     -   176,103.      881,159.      MT  (+/- 10 meters HH2 GPS)
 AI4454
 AI4454                          SUPERSEDED SURVEY CONTROL
 AI4454
 AI4454.No superseded survey control is available for this station.
 AI4454
 AI4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0052336378(NAD 83)
 AI4454
 AI4454_MARKER: DV = VERTICAL CONTROL DISK
 AI4454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI4454_SP_SET: BRIDGE ABUTMENT
 AI4454_STAMPING: 5080 AM 1 1991
 AI4454_MARK LOGO: MNDT  
 AI4454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI4454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4454+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 AI4454
 AI4454  HISTORY     - Date     Condition        Report By
 AI4454  HISTORY     - 1991     MONUMENTED       MNDT
 AI4454  HISTORY     - 19911203 GOOD             MNDT
 AI4454  HISTORY     - 20081007 GOOD             MNDT
 AI4454
 AI4454                          STATION DESCRIPTION
 AI4454
 AI4454'DESCRIBED BY MN DEPT OF TRANSP 1991 (HTS)
 AI4454'THE MARK WAS SET IN 1986 BY THE CONSTRUCTION CREW THAT WIDENED THE
 AI4454'BRDG AND RECOVERED IN GOOD CONDITION. IN AUSTIN, AT THE SE COR OF TH
 AI4454'218 BRDG NO 50804 OVER FAI 90, AT THE JCT OF FAI 90 AND TH 218, AT TH
 AI4454'218 MP 14.85, 32 FT (9.8 M) EAST OF NB TH 218. MARK WAS SET IN 1986
 AI4454'UNSTAMPED AND RECOVERED AND STAMPED IN 1991.
 AI4454
 AI4454                          STATION RECOVERY (2008)
 AI4454
 AI4454'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 AI4454'THE MARK IS LOCATED ABOUT 9.7 MI (15.6 KM) WEST-NORTHWEST OF ROSE
 AI4454'CREEK, 7.5 MI (12.1 KM) WEST-SOUTHWEST OF BROWNS DALE AND 1.3 MI (2.1
 AI4454'KM) NORTHWEST OF AUSTIN.
 AI4454' 
 AI4454'TO REACH TO THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 AI4454'TRUNK HIGHWAY 218 NORTH AT AUSTIN, GO ON TRUNK HIGHWAY 218 MILE POINT
 AI4454'14.85, GO 32.0 FT (9.8 M) EAST OF NORTHBOUND TRUNK HIGHWAY 218, IN
 AI4454'SOUTHEAST CORNER OF TRUNK HIGHWAY 218 BRIDGE 50804.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI4455 ***********************************************************************
 AI4455  DESIGNATION -  5080 AN
 AI4455  PID         -  AI4455
 AI4455  STATE/COUNTY-  MN/MOWER
 AI4455  COUNTRY     -  US
 AI4455  USGS QUAD   -  AUSTIN EAST (1982)
 AI4455
 AI4455                         *CURRENT SURVEY CONTROL
 AI4455  ______________________________________________________________________
 AI4455* NAD 83(1986) POSITION- 43 40 49.5    (N) 092 58 30.7    (W)   HD_HELD2  
 AI4455* NAVD 88 ORTHO HEIGHT -   367.803  (meters)    1206.70  (feet) ADJUSTED  
 AI4455  ______________________________________________________________________
 AI4455  GEOID HEIGHT    -        -28.86  (meters)                     GEOID09
 AI4455  DYNAMIC HEIGHT  -        367.736 (meters)     1206.48  (feet) COMP
 AI4455  MODELED GRAVITY -    980,424.7   (mgal)                       NAVD 88
 AI4455
 AI4455  VERT ORDER      -  SECOND    CLASS I
 AI4455
 AI4455.The horizontal coordinates were established by autonomous hand held GPS
 AI4455.observations and have an estimated accuracy of +/- 10 meters.
 AI4455.
 AI4455.The orthometric height was determined by differential leveling and
 AI4455.adjusted in December 2004.
 AI4455
 AI4455.No vertical observational check was made to the station.
 AI4455
 AI4455.Photographs are available for this station.
 AI4455
 AI4455.The dynamic height is computed by dividing the NAVD 88
 AI4455.geopotential number by the normal gravity value computed on the
 AI4455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4455.degrees latitude (g = 980.6199 gals.).
 AI4455
 AI4455.The modeled gravity was interpolated from observed gravity values.
 AI4455
 AI4455;                    North         East    Units  Estimated Accuracy
 AI4455;SPC MN S     -   176,122.      882,635.      MT  (+/- 10 meters HH2 GPS)
 AI4455
 AI4455                          SUPERSEDED SURVEY CONTROL
 AI4455
 AI4455.No superseded survey control is available for this station.
 AI4455
 AI4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0199936378(NAD 83)
 AI4455
 AI4455_MARKER: DV = VERTICAL CONTROL DISK
 AI4455_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AI4455_SP_SET: BRIDGE RAILING
 AI4455_STAMPING: 5080 AN 1992
 AI4455_MARK LOGO: MNDT  
 AI4455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI4455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI4455+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 AI4455
 AI4455  HISTORY     - Date     Condition        Report By
 AI4455  HISTORY     - 1992     MONUMENTED       MNDT
 AI4455  HISTORY     - 20081007 GOOD             MNDT
 AI4455
 AI4455                          STATION DESCRIPTION
 AI4455
 AI4455'DESCRIBED BY MN DEPT OF TRANSP 1992 (HTS)
 AI4455'IN AUSTIN, AT NE COR OF CO RD 45 BRDG NO 9180 OVER FAI 90, AT THE NE
 AI4455'COR OF THE JCT OF FAI 90 AND 4TH ST NW.
 AI4455
 AI4455                          STATION RECOVERY (2008)
 AI4455
 AI4455'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 AI4455'THE MARK IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHWEST OF ROSE CREEK,
 AI4455'6.7 MI (10.8 KM) SOUTHWEST OF BROWNS DALE AND 0.9 MI (1.4 KM) NORTH OF
 AI4455'AUSTIN.
 AI4455' 
 AI4455'TO REACH TO THE MARK IN AUSTIN, GO 0.1 MI (0.2 KM) EAST OF THE
 AI4455'JUNCTION OF INTERSTATE 90 AND COUNTY ROAD 45 AT INTERSTATE HIGHWAY 90
 AI4455'MI (144.8 KM) POINT 178.3, IN RAILING AT SOUTHWEST CORNER OF
 AI4455'INTERSTATE HIGHWAY 90 BRIDGE 6869 OVER CEDAR RIVER, 32.5 FT (9.9 M)
 AI4455'SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 1.5 FT (0.5 M) NORTHEAST OF
 AI4455'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4698 ***********************************************************************
 DL4698  DESIGNATION -  5080 AP
 DL4698  PID         -  DL4698
 DL4698  STATE/COUNTY-  MN/MOWER
 DL4698  COUNTRY     -  US
 DL4698  USGS QUAD   -  AUSTIN WEST (1982)
 DL4698
 DL4698                         *CURRENT SURVEY CONTROL
 DL4698  ______________________________________________________________________
 DL4698* NAD 83(1986) POSITION- 43 40 31.2    (N) 093 00 30.4    (W)   HD_HELD2  
 DL4698* NAVD 88 ORTHO HEIGHT -   370.183  (meters)    1214.51  (feet) ADJUSTED  
 DL4698  ______________________________________________________________________
 DL4698  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DL4698  DYNAMIC HEIGHT  -        370.116 (meters)     1214.29  (feet) COMP
 DL4698  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 DL4698
 DL4698  VERT ORDER      -  SECOND    CLASS I
 DL4698
 DL4698.The horizontal coordinates were established by autonomous hand held GPS
 DL4698.observations and have an estimated accuracy of +/- 10 meters.
 DL4698.
 DL4698.The orthometric height was determined by differential leveling and
 DL4698.adjusted in April 2010.
 DL4698
 DL4698.The dynamic height is computed by dividing the NAVD 88
 DL4698.geopotential number by the normal gravity value computed on the
 DL4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4698.degrees latitude (g = 980.6199 gals.).
 DL4698
 DL4698.The modeled gravity was interpolated from observed gravity values.
 DL4698
 DL4698;                    North         East    Units  Estimated Accuracy
 DL4698;SPC MN S     -   175,524.      879,961.      MT  (+/- 10 meters HH2 GPS)
 DL4698
 DL4698                          SUPERSEDED SURVEY CONTROL
 DL4698
 DL4698.No superseded survey control is available for this station.
 DL4698
 DL4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9931935813(NAD 83)
 DL4698
 DL4698_MARKER: DV = VERTICAL CONTROL DISK
 DL4698_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4698_SP_SET: BRIDGE ABUTMENT
 DL4698_STAMPING: 5080 AP 2005
 DL4698_MARK LOGO: MNDT  
 DL4698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4698+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4698
 DL4698  HISTORY     - Date     Condition        Report By
 DL4698  HISTORY     - 1980     MONUMENTED       MNDT
 DL4698  HISTORY     - 20051207 GOOD             MNDT
 DL4698
 DL4698                          STATION DESCRIPTION
 DL4698
 DL4698'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4698'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4698'THE MARK IS LOCATED NORTHWEST OF AUSTIN, IN A BRIDGE ABUTMENT AT THE
 DL4698'NORTHEAST CORNER OF INTERSTATE-90 BRIDGE NUMBER 6807 OVER TURTLE
 DL4698'CREEK.
 DL4698' 
 DL4698'TO REACH FROM THE INTERSTATE GO 0.85 MI (1.4 KM) WEST ALONG
 DL4698'INTERSTATE-90 FROM THE JUNCTION OF INTERSTATE-90 AND 14TH STREET IN
 DL4698'AUSTIN, AT INTERSTATE-90 MILE POINT GO 176.50, 24.0 FT (7.3 M) NORTH
 DL4698'OF WEST BOUND INTERSTATE-90.
 DL4698' 
 DL4698'THE DISK WAS SET IN THE BRIDGE WHEN BUILT IN 1980, THEN THE YEAR 2005
 DL4698'ON THE DISK WHEN LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL4699 ***********************************************************************
 DL4699  DESIGNATION -  5080 AQ
 DL4699  PID         -  DL4699
 DL4699  STATE/COUNTY-  MN/MOWER
 DL4699  COUNTRY     -  US
 DL4699  USGS QUAD   -  AUSTIN WEST (1982)
 DL4699
 DL4699                         *CURRENT SURVEY CONTROL
 DL4699  ______________________________________________________________________
 DL4699* NAD 83(1986) POSITION- 43 40 28.9    (N) 093 00 31.6    (W)   HD_HELD2  
 DL4699* NAVD 88 ORTHO HEIGHT -   370.176  (meters)    1214.49  (feet) ADJUSTED  
 DL4699  ______________________________________________________________________
 DL4699  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 DL4699  DYNAMIC HEIGHT  -        370.109 (meters)     1214.27  (feet) COMP
 DL4699  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 DL4699
 DL4699  VERT ORDER      -  SECOND    CLASS I
 DL4699
 DL4699.The horizontal coordinates were established by autonomous hand held GPS
 DL4699.observations and have an estimated accuracy of +/- 10 meters.
 DL4699.
 DL4699.The orthometric height was determined by differential leveling and
 DL4699.adjusted in April 2010.
 DL4699
 DL4699.The dynamic height is computed by dividing the NAVD 88
 DL4699.geopotential number by the normal gravity value computed on the
 DL4699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL4699.degrees latitude (g = 980.6199 gals.).
 DL4699
 DL4699.The modeled gravity was interpolated from observed gravity values.
 DL4699
 DL4699;                    North         East    Units  Estimated Accuracy
 DL4699;SPC MN S     -   175,453.      879,935.      MT  (+/- 10 meters HH2 GPS)
 DL4699
 DL4699                          SUPERSEDED SURVEY CONTROL
 DL4699
 DL4699.No superseded survey control is available for this station.
 DL4699
 DL4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9929235742(NAD 83)
 DL4699
 DL4699_MARKER: DV = VERTICAL CONTROL DISK
 DL4699_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL4699_SP_SET: BRIDGE ABUTMENT
 DL4699_STAMPING: 5080 AQ 2005
 DL4699_MARK LOGO: MNDT  
 DL4699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL4699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL4699+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 DL4699
 DL4699  HISTORY     - Date     Condition        Report By
 DL4699  HISTORY     - 1980     MONUMENTED       MNDT
 DL4699  HISTORY     - 20051207 GOOD             MNDT
 DL4699
 DL4699                          STATION DESCRIPTION
 DL4699
 DL4699'DESCRIBED BY MN DEPT OF TRANSP 2005 (MPP)
 DL4699'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DL4699'THE MARK IS IN NORTHWEST PART OF AUSTIN, IN BRIDGE ABUTMENT IN
 DL4699'SOUTHWEST CORNER OF INTERSTATE-90 BRIDGE NUMBER FAI 090-3-8 OVER
 DL4699'TURTLE CREEK, 0.90 MI (1.4 KM) WEST ALONG INTERSTATE-90 FROM THE
 DL4699'JUNCTION OF INTERSTATE-90 AND 14TH STREET IN AUSTIN, AT INTERSTATE-90
 DL4699'MILE POINT 176.60,  24.0 FT (7.3 M) SOUTH OF EAST BOUND INTERSTATE-90.
 DL4699'DISK SET IN BRIDGE WHEN BUILT IN 1980 THEN THE YEAR 2005 IN DISK WHEN
 DL4699'LEVLELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0337 ***********************************************************************
 OO0337  DESIGNATION -  5080 B
 OO0337  PID         -  OO0337
 OO0337  STATE/COUNTY-  MN/MOWER
 OO0337  COUNTRY     -  US
 OO0337  USGS QUAD   -  AUSTIN WEST (1982)
 OO0337
 OO0337                         *CURRENT SURVEY CONTROL
 OO0337  ______________________________________________________________________
 OO0337* NAD 83(2007) POSITION- 43 39 33.73497(N) 093 01 57.61588(W)   ADJUSTED  
 OO0337* NAD 83(2007) ELLIP HT-   345.545 (meters)        (02/10/07)   ADJUSTED
 OO0337* NAD 83(2007) EPOCH   -  2002.00
 OO0337* NAVD 88 ORTHO HEIGHT -   374.227  (meters)    1227.78  (feet) ADJUSTED  
 OO0337  ______________________________________________________________________
 OO0337  NAD 83(2007) X  -   -244,525.297 (meters)                     COMP
 OO0337  NAD 83(2007) Y  - -4,615,463.070 (meters)                     COMP
 OO0337  NAD 83(2007) Z  -  4,381,027.368 (meters)                     COMP
 OO0337  LAPLACE CORR    -         -3.77  (seconds)                    DEFLEC09
 OO0337  GEOID HEIGHT    -        -28.69  (meters)                     GEOID09
 OO0337  DYNAMIC HEIGHT  -        374.160 (meters)     1227.56  (feet) COMP
 OO0337  MODELED GRAVITY -    980,429.6   (mgal)                       NAVD 88
 OO0337
 OO0337  VERT ORDER      -  FIRST     CLASS II
 OO0337
 OO0337  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0337  Type                                         Horiz  Ellip  Dist(km)
 OO0337  -------------------------------------------------------------------
 OO0337  NETWORK                                       0.92   0.84
 OO0337  -------------------------------------------------------------------
 OO0337  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.83   0.61      1.34
 OO0337  -------------------------------------------------------------------
 OO0337  NOTE: Click here for information on individual local accuracy
 OO0337  values and other accuracy information.
 OO0337
 OO0337
 OO0337.The horizontal coordinates were established by GPS observations
 OO0337.and adjusted by the National Geodetic Survey in February 2007.
 OO0337
 OO0337.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0337.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0337
 OO0337.The horizontal coordinates are valid at the epoch date displayed above
 OO0337.which is a decimal equivalence of Year/Month/Day.
 OO0337
 OO0337.The orthometric height was determined by differential leveling and
 OO0337.adjusted in June 1991.
 OO0337
 OO0337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0337
 OO0337.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0337
 OO0337.The ellipsoidal height was determined by GPS observations
 OO0337.and is referenced to NAD 83.
 OO0337
 OO0337.The dynamic height is computed by dividing the NAVD 88
 OO0337.geopotential number by the normal gravity value computed on the
 OO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0337.degrees latitude (g = 980.6199 gals.).
 OO0337
 OO0337.The modeled gravity was interpolated from observed gravity values.
 OO0337
 OO0337. The following values were computed from the NAD 83(2007) position.
 OO0337
 OO0337;                    North         East     Units Scale Factor Converg.
 OO0337;SPC MN S     -   173,727.093   878,028.724   MT  1.00002916   +0 40 40.9
 OO0337;SPC MN S     -   569,969.64  2,880,665.91   sFT  1.00002916   +0 40 40.9
 OO0337;UTM  15      - 4,834,041.559   497,365.686   MT  0.99960009   -0 01 21.2
 OO0337
 OO0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0337!SPC MN S     -   0.99994582  x   1.00002916  =   0.99997498
 OO0337!UTM  15      -   0.99994582  x   0.99960009  =   0.99954593
 OO0337
 OO0337:                Primary Azimuth Mark                     Grid Az
 OO0337:SPC MN S     -  5080 A                                   269 12 01.6
 OO0337:UTM  15      -  5080 A                                   269 54 03.7
 OO0337
 OO0337|---------------------------------------------------------------------|
 OO0337| PID    Reference Object                     Distance      Geod. Az  |
 OO0337|                                                           dddmmss.s |
 OO0337| OO0487 5080 A                              APPROX. 1.3 KM 2695242.5 |
 OO0337|---------------------------------------------------------------------|
 OO0337
 OO0337                          SUPERSEDED SURVEY CONTROL
 OO0337
 OO0337  NAD 83(1996)-  43 39 33.73434(N)    093 01 57.61537(W) AD(       ) 1
 OO0337  ELLIP H (02/05/03)  345.594  (m)                       GP(       ) 3 2
 OO0337  NAVD 88 (02/05/03)  374.23   (m)         1227.8    (f) LEVELING    3  
 OO0337  NGVD 29 (??/??/92)  374.226  (m)         1227.77   (f) ADJ UNCH    1 2
 OO0337
 OO0337.Superseded values are not recommended for survey control.
 OO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0337.See file dsdata.txt to determine how the superseded data were derived.
 OO0337
 OO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9736534041(NAD 83)
 OO0337
 OO0337_MARKER: DB = BENCH MARK DISK
 OO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0337_SP_SET: CONCRETE POST
 OO0337_STAMPING: 5080 B 1966
 OO0337_MARK LOGO: MNDT  
 OO0337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0337+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 OO0337
 OO0337  HISTORY     - Date     Condition        Report By
 OO0337  HISTORY     - 1966     MONUMENTED       MNDT
 OO0337  HISTORY     - 1967     GOOD             MNDT
 OO0337  HISTORY     - 19900906 GOOD             NGS
 OO0337  HISTORY     - 19961023 GOOD             MNDT
 OO0337
 OO0337                          STATION DESCRIPTION
 OO0337
 OO0337'DESCRIBED BY MN DEPT OF TRANSP 1967
 OO0337'1.0 MI W FROM AUSTIN.
 OO0337'MARK IS LOCATED ABOUT 0.8 MILES WEST OF COUNTY ROAD 46 BRIDGE OVER FAI
 OO0337'90, ABOUT 1.0 MILE EAST OF THE MOWER-FREEBORN COUNTY LINE, 97 FEET
 OO0337'SOUTH OF THE CENTERLINE OF FAI 90 EASTBOUND, ABOUT 300 FEET SOUTHEAST
 OO0337'OF HAYWARD-ALBERT LEA SIGN, 12 FEET WEST OF A SMALL OAK TREE, 3 FEET
 OO0337'NORTH OF THE RIGHT OF WAY FENCE, 2 FEET NORTH OF A STEEL WITNESS POST,
 OO0337'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 OO0337'ABOVE THE GROUND.  SW 1/4 SECTION 5, T 102N, R 18W.
 OO0337
 OO0337                          STATION RECOVERY (1990)
 OO0337
 OO0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0337'1.3 KM (0.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0337'JUNCTION OF STATE HIGHWAY 105 IN AUSTIN, 44.4 M (145.7 FT)
 OO0337'WEST-SOUTHWEST OF THE SOUTH END OF A 24-INCH PIPE CULVERT, 29.3 M
 OO0337'(96.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO0337'HIGHWAY, 3.5 M (11.5 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M (2.6
 OO0337'FT) NORTH OF A FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST, AND THE
 OO0337'MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 OO0337
 OO0337                          STATION RECOVERY (1996)
 OO0337
 OO0337'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0337'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 OO0337'FAI 90 MP 174.95, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0423 ***********************************************************************
 OO0423  DESIGNATION -  5080 BB
 OO0423  PID         -  OO0423
 OO0423  STATE/COUNTY-  MN/MOWER
 OO0423  COUNTRY     -  US
 OO0423  USGS QUAD   -  DEXTER (1965)
 OO0423
 OO0423                         *CURRENT SURVEY CONTROL
 OO0423  ______________________________________________________________________
 OO0423* NAD 83(2007) POSITION- 43 42 02.69688(N) 092 42 52.49632(W)   ADJUSTED  
 OO0423* NAD 83(2007) ELLIP HT-   392.226 (meters)        (02/10/07)   ADJUSTED
 OO0423* NAD 83(2007) EPOCH   -  2002.00
 OO0423* NAVD 88 ORTHO HEIGHT -   421.911  (meters)    1384.22  (feet) ADJUSTED  
 OO0423  ______________________________________________________________________
 OO0423  NAD 83(2007) X  -   -218,749.227 (meters)                     COMP
 OO0423  NAD 83(2007) Y  - -4,613,611.476 (meters)                     COMP
 OO0423  NAD 83(2007) Z  -  4,384,384.658 (meters)                     COMP
 OO0423  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 OO0423  GEOID HEIGHT    -        -29.68  (meters)                     GEOID09
 OO0423  DYNAMIC HEIGHT  -        421.809 (meters)     1383.89  (feet) COMP
 OO0423  MODELED GRAVITY -    980,365.0   (mgal)                       NAVD 88
 OO0423
 OO0423  VERT ORDER      -  FIRST     CLASS II
 OO0423
 OO0423  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0423  Type                                         Horiz  Ellip  Dist(km)
 OO0423  -------------------------------------------------------------------
 OO0423  NETWORK                                       0.67   0.63
 OO0423  -------------------------------------------------------------------
 OO0423  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.52   0.41      2.18
 OO0423  -------------------------------------------------------------------
 OO0423  NOTE: Click here for information on individual local accuracy
 OO0423  values and other accuracy information.
 OO0423
 OO0423
 OO0423.The horizontal coordinates were established by GPS observations
 OO0423.and adjusted by the National Geodetic Survey in February 2007.
 OO0423
 OO0423.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0423.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0423
 OO0423.The horizontal coordinates are valid at the epoch date displayed above
 OO0423.which is a decimal equivalence of Year/Month/Day.
 OO0423
 OO0423.The orthometric height was determined by differential leveling and
 OO0423.adjusted in June 1991.
 OO0423
 OO0423.WARNING-Repeat measurements at this control monument indicate possible
 OO0423.vertical movement.
 OO0423
 OO0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0423
 OO0423.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0423
 OO0423.The ellipsoidal height was determined by GPS observations
 OO0423.and is referenced to NAD 83.
 OO0423
 OO0423.The dynamic height is computed by dividing the NAVD 88
 OO0423.geopotential number by the normal gravity value computed on the
 OO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0423.degrees latitude (g = 980.6199 gals.).
 OO0423
 OO0423.The modeled gravity was interpolated from observed gravity values.
 OO0423
 OO0423. The following values were computed from the NAD 83(2007) position.
 OO0423
 OO0423;                    North         East     Units Scale Factor Converg.
 OO0423;SPC MN S     -   178,677.568   903,612.923   MT  1.00001892   +0 54 03.5
 OO0423;SPC MN S     -   586,211.32  2,964,603.40   sFT  1.00001892   +0 54 03.5
 OO0423;UTM  15      - 4,838,676.155   522,997.814   MT  0.99960651   +0 11 49.9
 OO0423
 OO0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0423!SPC MN S     -   0.99993850  x   1.00001892  =   0.99995742
 OO0423!UTM  15      -   0.99993850  x   0.99960651  =   0.99954503
 OO0423
 OO0423                          SUPERSEDED SURVEY CONTROL
 OO0423
 OO0423  NAD 83(1996)-  43 42 02.69634(N)    092 42 52.49551(W) AD(       ) 1
 OO0423  ELLIP H (02/05/03)  392.269  (m)                       GP(       ) 3 2
 OO0423  NAVD 88 (02/05/03)  421.91   (m)         1384.2    (f) LEVELING    3  
 OO0423  NGVD 29 (??/??/92)  421.851  (m)         1384.02   (f) ADJ UNCH    1 2
 OO0423
 OO0423.Superseded values are not recommended for survey control.
 OO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0423.See file dsdata.txt to determine how the superseded data were derived.
 OO0423
 OO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ2299738676(NAD 83)
 OO0423
 OO0423_MARKER: DB = BENCH MARK DISK
 OO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0423_SP_SET: CONCRETE POST
 OO0423_STAMPING: 5080 BB 1966
 OO0423_MARK LOGO: MNHD  
 OO0423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0423+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1996
 OO0423
 OO0423  HISTORY     - Date     Condition        Report By
 OO0423  HISTORY     - 1966     MONUMENTED       MNHD
 OO0423  HISTORY     - 1970     GOOD             MNDT
 OO0423  HISTORY     - 19900830 GOOD             NGS
 OO0423  HISTORY     - 19961023 GOOD             MNDT
 OO0423
 OO0423                          STATION DESCRIPTION
 OO0423
 OO0423'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0423'1.0 MI S FROM DEXTER.
 OO0423'MARK IS LOCATED ABOUT 1 MILE SOUTHWEST OF THE JUNCTION OF T.H. 16
 OO0423'(EAST) AND FAI 90, 500 FEET SOUTHWEST OF INTERSTATE SIGN (NEXT EXIT 13
 OO0423'MILES) 98 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0423'751+05, 2 FEET WEST OF THE RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL
 OO0423'WITNESS POST, IN THE TOP OF A CONCRETE MONUMENT PROJECTING 8 INCHES
 OO0423'ABOVE GROUND.  NE 1/4 SECTION 26, T 103N, R 16W.
 OO0423
 OO0423                          STATION RECOVERY (1990)
 OO0423
 OO0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0423'19.4 KM (12.1 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0423'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, 29.9 M (98.1
 OO0423'FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO0423'HIGHWAY, 14.7 M (48.2 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A HIGHWAY
 OO0423'INFORMATION SIGN, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7
 OO0423'M (2.3 FT) NORTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTHWEST OF A
 OO0423'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 ABOVE THE GROUND SURFACE.
 OO0423
 OO0423                          STATION RECOVERY (1996)
 OO0423
 OO0423'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0423'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0423'THE MARK IS 1.3 MI (2.1 KM) SOUTH OF DEXTER, 1 MI (1.6 KM) SW ALONG
 OO0423'FAI 90 FROM JCT OF FAI 90 AND TH 16 IN DEXTER, AT FAI 90 MP 192.35,
 OO0423'48.2 FT (14.7 M) SE OF SE LEG OF HWY INFORMATION SIGN, 2.3 FT (0.7 M)
 OO0423'NW OF FENCE, 1.3 FT (0.4 M) NW OF WIT POST, PROJECTS 1 IN, MAGNETIC
 OO0423'AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0336 ***********************************************************************
 OO0336  DESIGNATION -  5080 C
 OO0336  PID         -  OO0336
 OO0336  STATE/COUNTY-  MN/MOWER
 OO0336  COUNTRY     -  US
 OO0336  USGS QUAD   -  AUSTIN WEST (1982)
 OO0336
 OO0336                         *CURRENT SURVEY CONTROL
 OO0336  ______________________________________________________________________
 OO0336* NAD 83(1986) POSITION- 43 39 59.8    (N) 093 01 10.3    (W)   HD_HELD2  
 OO0336* NAVD 88 ORTHO HEIGHT -   377.817  (meters)    1239.55  (feet) ADJUSTED  
 OO0336  ______________________________________________________________________
 OO0336  GEOID HEIGHT    -        -28.72  (meters)                     GEOID09
 OO0336  DYNAMIC HEIGHT  -        377.749 (meters)     1239.33  (feet) COMP
 OO0336  MODELED GRAVITY -    980,429.0   (mgal)                       NAVD 88
 OO0336
 OO0336  VERT ORDER      -  FIRST     CLASS II
 OO0336
 OO0336.The horizontal coordinates were established by autonomous hand held GPS
 OO0336.observations and have an estimated accuracy of +/- 10 meters.
 OO0336.
 OO0336.The orthometric height was determined by differential leveling and
 OO0336.adjusted in June 1991.
 OO0336
 OO0336.Photographs are available for this station.
 OO0336
 OO0336.The dynamic height is computed by dividing the NAVD 88
 OO0336.geopotential number by the normal gravity value computed on the
 OO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0336.degrees latitude (g = 980.6199 gals.).
 OO0336
 OO0336.The modeled gravity was interpolated from observed gravity values.
 OO0336
 OO0336;                    North         East    Units  Estimated Accuracy
 OO0336;SPC MN S     -   174,544.      879,079.      MT  (+/- 10 meters HH2 GPS)
 OO0336
 OO0336                          SUPERSEDED SURVEY CONTROL
 OO0336
 OO0336  NGVD 29 (??/??/92)  377.815  (m)         1239.55   (f) ADJ UNCH    1 2
 OO0336
 OO0336.Superseded values are not recommended for survey control.
 OO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0336.See file dsdata.txt to determine how the superseded data were derived.
 OO0336
 OO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9842534845(NAD 83)
 OO0336
 OO0336_MARKER: DB = BENCH MARK DISK
 OO0336_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0336_SP_SET: BRIDGE ABUTMENT
 OO0336_STAMPING: 5080 C 1239.566 1966
 OO0336_MARK LOGO: MNDT  
 OO0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0336+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 OO0336
 OO0336  HISTORY     - Date     Condition        Report By
 OO0336  HISTORY     - 1966     MONUMENTED       MNDT
 OO0336  HISTORY     - 1981     GOOD             MNDT
 OO0336  HISTORY     - 19900906 GOOD             NGS
 OO0336  HISTORY     - 20051207 GOOD             MNDT
 OO0336
 OO0336                          STATION DESCRIPTION
 OO0336
 OO0336'DESCRIBED BY MN DEPT OF TRANSP 1966
 OO0336'IN AUSTIN.
 OO0336'MARK IS LOCATED AT THE WEST EDGE OF THE CITY OF AUSTIN IN THE
 OO0336'SOUTHEAST CORNER OF BRIDGE NO. 9183, COUNTY ROAD 46 OVER FAI 90.  SE
 OO0336'1/4 SECTION 5, T 102N, R 18W.
 OO0336
 OO0336                          STATION RECOVERY (1981)
 OO0336
 OO0336'RECOVERY NOTE BY MN DEPT OF TRANSP 1981
 OO0336'AT THE SOUTH EDGE OF THE TOWN OF DEXTER, IN THE SW QUARTER OF SECTION
 OO0336'24, T 103 N8 R 16 W, IN THE SOUTHEAST CORNER OF THE BRIDGE AT THE
 OO0336'INTERCHANGE OF TRUNK HIGHWAY 90 AND TRUNK HIGHWAY 16, 15.9 FEET SOUTH
 OO0336'OF THE CENTERLINE OF THE BRIDGE. THE MARK IS A STANDARD MNDT BENCH
 OO0336'MARK DISK STAMPED---5080 CC 1966---.
 OO0336
 OO0336                          STATION RECOVERY (1990)
 OO0336
 OO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0336'IN AUSTIN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND STATE
 OO0336'HIGHWAY 105 (EXIT 175), IN TOP OF AND 1.8 M (5.9 FT) NORTH OF THE
 OO0336'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE STATE HIGHWAY OVERPASS
 OO0336'OF THE INTERSTATE HIGHWAY, 18.0 M (59.1 FT) SOUTHEAST OF THE
 OO0336'CENTERLINE OF THE EASTBOUND LANES OF THE INTERSTATE HIGHWAY, 5.9 M
 OO0336'(19.4 FT) SOUTH OF THE CENTERLINE OF THE STATE HIGHWAY, AND 0.2 M
 OO0336'(0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 OO0336
 OO0336                          STATION RECOVERY (2005)
 OO0336
 OO0336'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO0336'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0336'THE MARK IS NEAR WEST EDGE OF AUSTIN, IN SOUTHEAST CORNER OF TRUNK
 OO0336'HIGHWAY 105 BRIDGE 9183 OVER INTERSTATE HIGHWAY 90, 5.9 FEET NORTH OF
 OO0336'SOUTH END OF EAST CONCRETE ABUTMENT, 59.1 FEET SOUTHEAST OF EASTBOUND
 OO0336'INTERSTATE HIGHWAY 90, 19.4 FEET SOUTH OF TRUNK HIGHWAY 105. DISK SET
 OO0336'IN BRIDGE WHEN BUILT IN 1959 THEN  THE YEAR 1966 IN DISK WHEN IT WAS
 OO0336'LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0418 ***********************************************************************
 OO0418  DESIGNATION -  5080 CC 1
 OO0418  PID         -  OO0418
 OO0418  STATE/COUNTY-  MN/MOWER
 OO0418  COUNTRY     -  US
 OO0418  USGS QUAD   -  DEXTER (1965)
 OO0418
 OO0418                         *CURRENT SURVEY CONTROL
 OO0418  ______________________________________________________________________
 OO0418* NAD 83(1986) POSITION- 43 42 52.     (N) 092 41 39.     (W)   SCALED    
 OO0418* NAVD 88 ORTHO HEIGHT -   430.137  (meters)    1411.21  (feet) ADJUSTED  
 OO0418  ______________________________________________________________________
 OO0418  GEOID HEIGHT    -        -29.72  (meters)                     GEOID09
 OO0418  DYNAMIC HEIGHT  -        430.033 (meters)     1410.87  (feet) COMP
 OO0418  MODELED GRAVITY -    980,364.9   (mgal)                       NAVD 88
 OO0418
 OO0418  VERT ORDER      -  SECOND    CLASS 0
 OO0418
 OO0418.The horizontal coordinates were scaled from a topographic map and have
 OO0418.an estimated accuracy of +/- 6 seconds.
 OO0418.
 OO0418.The orthometric height was determined by differential leveling and
 OO0418.adjusted in November 1998.
 OO0418
 OO0418.The dynamic height is computed by dividing the NAVD 88
 OO0418.geopotential number by the normal gravity value computed on the
 OO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0418.degrees latitude (g = 980.6199 gals.).
 OO0418
 OO0418.The modeled gravity was interpolated from observed gravity values.
 OO0418
 OO0418;                    North         East    Units  Estimated Accuracy
 OO0418;SPC MN S     -   180,230.      905,230.      MT  (+/- 180 meters Scaled)
 OO0418
 OO0418                          SUPERSEDED SURVEY CONTROL
 OO0418
 OO0418  NAVD 88 (06/15/91)  430.122  (m)         1411.16   (f) SUPERSEDED  2 0
 OO0418  NGVD 29 (??/??/92)  430.092  (m)         1411.06   (f) ADJ UNCH    2 0
 OO0418
 OO0418.Superseded values are not recommended for survey control.
 OO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0418.See file dsdata.txt to determine how the superseded data were derived.
 OO0418
 OO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ246402(NAD 83)
 OO0418
 OO0418_MARKER: DB = BENCH MARK DISK
 OO0418_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0418_SP_SET: MONUMENT
 OO0418_STAMPING: 5080 CC 1 1966
 OO0418_MARK LOGO: MNDT  
 OO0418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0418
 OO0418  HISTORY     - Date     Condition        Report By
 OO0418  HISTORY     - 1966     MONUMENTED       MNDT
 OO0418  HISTORY     - 1970     GOOD             MNDT
 OO0418  HISTORY     - 19911001 GOOD             MNDT
 OO0418
 OO0418                          STATION DESCRIPTION
 OO0418
 OO0418'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0418'0.4 MI S FROM DEXTER.
 OO0418'MARK IS LOCATED ABOUT 0.4 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0418'AND T.H. 16 (EAST) 102 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE
 OO0418'STATION 823+00, 2 FEET WEST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF
 OO0418'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0418'MONUMENT SET FLUSH WITH THE GROUND.  NW 1/4 SECTION 24, T 103N, R 16W.
 OO0418
 OO0418                          STATION RECOVERY (1991)
 OO0418
 OO0418'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0338 ***********************************************************************
 OO0338  DESIGNATION -  5080 D
 OO0338  PID         -  OO0338
 OO0338  STATE/COUNTY-  MN/MOWER
 OO0338  COUNTRY     -  US
 OO0338  USGS QUAD   -  AUSTIN WEST (1982)
 OO0338
 OO0338                         *CURRENT SURVEY CONTROL
 OO0338  ______________________________________________________________________
 OO0338* NAD 83(1986) POSITION- 43 40 35.     (N) 093 00 35.     (W)   SCALED    
 OO0338* NAVD 88 ORTHO HEIGHT -   370.171  (meters)    1214.47  (feet) ADJUSTED  
 OO0338  ______________________________________________________________________
 OO0338  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 OO0338  DYNAMIC HEIGHT  -        370.104 (meters)     1214.25  (feet) COMP
 OO0338  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 OO0338
 OO0338  VERT ORDER      -  SECOND    CLASS 0
 OO0338
 OO0338.The horizontal coordinates were scaled from a topographic map and have
 OO0338.an estimated accuracy of +/- 6 seconds.
 OO0338.
 OO0338.The orthometric height was determined by differential leveling and
 OO0338.adjusted in June 1991.
 OO0338
 OO0338.The dynamic height is computed by dividing the NAVD 88
 OO0338.geopotential number by the normal gravity value computed on the
 OO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0338.degrees latitude (g = 980.6199 gals.).
 OO0338
 OO0338.The modeled gravity was interpolated from observed gravity values.
 OO0338
 OO0338;                    North         East    Units  Estimated Accuracy
 OO0338;SPC MN S     -   175,640.      879,860.      MT  (+/- 180 meters Scaled)
 OO0338
 OO0338                          SUPERSEDED SURVEY CONTROL
 OO0338
 OO0338  NGVD 29 (??/??/92)  370.179  (m)         1214.50   (f) ADJ UNCH    2 0
 OO0338
 OO0338.Superseded values are not recommended for survey control.
 OO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0338.See file dsdata.txt to determine how the superseded data were derived.
 OO0338
 OO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ992359(NAD 83)
 OO0338
 OO0338_MARKER: DD = SURVEY DISK
 OO0338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0338_SP_SET: BRIDGE
 OO0338_STAMPING: 5080-D 1966
 OO0338_MARK LOGO: MNHD  
 OO0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0338
 OO0338  HISTORY     - Date     Condition        Report By
 OO0338  HISTORY     - 1966     MONUMENTED       MNDT
 OO0338  HISTORY     - 20051207 MARK NOT FOUND   MNDT
 OO0338
 OO0338                          STATION DESCRIPTION
 OO0338
 OO0338'DESCRIBED BY MN DEPT OF TRANSP 1966
 OO0338'IN AUSTIN.
 OO0338'MARK IS LOCATED IN THE NORTHEAST PART OF THE CITY OF AUSTIN, IN THE
 OO0338'SOUTHWEST CORNER OF BRIDGE NO. 6808, FAI 90 EASTBOUND OVER TURTLE
 OO0338'CREEK AND TOWNSHIP ROAD.  NE 1/4 SECTION 5, T 102N, R 18W.
 OO0338
 OO0338                          STATION RECOVERY (2005)
 OO0338
 OO0338'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO0338'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0417 ***********************************************************************
 OO0417  DESIGNATION -  5080 DD
 OO0417  PID         -  OO0417
 OO0417  STATE/COUNTY-  MN/MOWER
 OO0417  COUNTRY     -  US
 OO0417  USGS QUAD   -  DEXTER (1965)
 OO0417
 OO0417                         *CURRENT SURVEY CONTROL
 OO0417  ______________________________________________________________________
 OO0417* NAD 83(1986) POSITION- 43 42 55.     (N) 092 41 30.     (W)   SCALED    
 OO0417* NAVD 88 ORTHO HEIGHT -   427.638  (meters)    1403.01  (feet) ADJUSTED  
 OO0417  ______________________________________________________________________
 OO0417  GEOID HEIGHT    -        -29.72  (meters)                     GEOID09
 OO0417  DYNAMIC HEIGHT  -        427.535 (meters)     1402.67  (feet) COMP
 OO0417  MODELED GRAVITY -    980,365.1   (mgal)                       NAVD 88
 OO0417
 OO0417  VERT ORDER      -  SECOND    CLASS 0
 OO0417
 OO0417.The horizontal coordinates were scaled from a topographic map and have
 OO0417.an estimated accuracy of +/- 6 seconds.
 OO0417.
 OO0417.The orthometric height was determined by differential leveling and
 OO0417.adjusted in November 1998.
 OO0417
 OO0417.Photographs are available for this station.
 OO0417
 OO0417.The dynamic height is computed by dividing the NAVD 88
 OO0417.geopotential number by the normal gravity value computed on the
 OO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0417.degrees latitude (g = 980.6199 gals.).
 OO0417
 OO0417.The modeled gravity was interpolated from observed gravity values.
 OO0417
 OO0417;                    North         East    Units  Estimated Accuracy
 OO0417;SPC MN S     -   180,320.      905,430.      MT  (+/- 180 meters Scaled)
 OO0417
 OO0417                          SUPERSEDED SURVEY CONTROL
 OO0417
 OO0417  NAVD 88 (06/15/91)  427.632  (m)         1402.99   (f) SUPERSEDED  2 0
 OO0417  NGVD 29 (??/??/92)  427.602  (m)         1402.89   (f) ADJ UNCH    2 0
 OO0417
 OO0417.Superseded values are not recommended for survey control.
 OO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0417.See file dsdata.txt to determine how the superseded data were derived.
 OO0417
 OO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ248402(NAD 83)
 OO0417
 OO0417_MARKER: DB = BENCH MARK DISK
 OO0417_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0417_SP_SET: MONUMENT
 OO0417_STAMPING: 5080 DD 1966
 OO0417_MARK LOGO: MNDT  
 OO0417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0417
 OO0417  HISTORY     - Date     Condition        Report By
 OO0417  HISTORY     - 1966     MONUMENTED       MNDT
 OO0417  HISTORY     - 1970     GOOD             MNDT
 OO0417  HISTORY     - 19911001 GOOD             MNDT
 OO0417
 OO0417                          STATION DESCRIPTION
 OO0417
 OO0417'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0417'1.0 MI E FROM DEXTER.
 OO0417'MARK IS LOCATED ABOUT 0.6 MILES NORTHEAST OF THE JUNCTION OF T.H. 16
 OO0417'(EAST) AND FAI 90, 0.3 MILES SOUTH OF THE CHICAGO-MILWAUKEE-ST. PAUL
 OO0417'RAILROAD, 99 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0417'839+00, 1 FOOT WEST OF THE RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL
 OO0417'WITNESS POST, NEAR AN OVERHEAD CROSSING OF A TELEPHONE LINE
 OO0417'(NORTH-SOUTH) IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 1
 OO0417'INCH BELOW GROUND.  NE 1/4 SECTION 24, T 103N, R 17W.
 OO0417
 OO0417                          STATION RECOVERY (1991)
 OO0417
 OO0417'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0339 ***********************************************************************
 OO0339  DESIGNATION -  5080 E
 OO0339  PID         -  OO0339
 OO0339  STATE/COUNTY-  MN/MOWER
 OO0339  COUNTRY     -  US
 OO0339  USGS QUAD   -  AUSTIN WEST (1982)
 OO0339
 OO0339                         *CURRENT SURVEY CONTROL
 OO0339  ______________________________________________________________________
 OO0339* NAD 83(1986) POSITION- 43 40 29.4    (N) 093 00 32.0    (W)   HD_HELD2  
 OO0339* NAVD 88 ORTHO HEIGHT -   370.163  (meters)    1214.44  (feet) ADJUSTED  
 OO0339  ______________________________________________________________________
 OO0339  GEOID HEIGHT    -        -28.75  (meters)                     GEOID09
 OO0339  DYNAMIC HEIGHT  -        370.096 (meters)     1214.22  (feet) COMP
 OO0339  MODELED GRAVITY -    980,428.1   (mgal)                       NAVD 88
 OO0339
 OO0339  VERT ORDER      -  FIRST     CLASS II
 OO0339
 OO0339.The horizontal coordinates were established by autonomous hand held GPS
 OO0339.observations and have an estimated accuracy of +/- 10 meters.
 OO0339.
 OO0339.The orthometric height was determined by differential leveling and
 OO0339.adjusted in June 1991.
 OO0339
 OO0339.Photographs are available for this station.
 OO0339
 OO0339.The dynamic height is computed by dividing the NAVD 88
 OO0339.geopotential number by the normal gravity value computed on the
 OO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0339.degrees latitude (g = 980.6199 gals.).
 OO0339
 OO0339.The modeled gravity was interpolated from observed gravity values.
 OO0339
 OO0339;                    North         East    Units  Estimated Accuracy
 OO0339;SPC MN S     -   175,468.      879,926.      MT  (+/- 10 meters HH2 GPS)
 OO0339
 OO0339                          SUPERSEDED SURVEY CONTROL
 OO0339
 OO0339  NGVD 29 (??/??/92)  370.171  (m)         1214.47   (f) ADJ UNCH    1 2
 OO0339
 OO0339.Superseded values are not recommended for survey control.
 OO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0339.See file dsdata.txt to determine how the superseded data were derived.
 OO0339
 OO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ9928335758(NAD 83)
 OO0339
 OO0339_MARKER: DB = BENCH MARK DISK
 OO0339_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0339_SP_SET: BRIDGE ABUTMENT
 OO0339_STAMPING: 5080 E 1966
 OO0339_MARK LOGO: MNDT  
 OO0339_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0339+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 OO0339
 OO0339  HISTORY     - Date     Condition        Report By
 OO0339  HISTORY     - 1966     MONUMENTED       MNDT
 OO0339  HISTORY     - 19900906 GOOD             NGS
 OO0339  HISTORY     - 20051207 GOOD             MNDT
 OO0339
 OO0339                          STATION DESCRIPTION
 OO0339
 OO0339'DESCRIBED BY MN DEPT OF TRANSP 1966
 OO0339'IN AUSTIN.
 OO0339'MARK IS LOCATED IN THE NORTHEAST PART OF THE CITY OF AUSTIN, IN THE
 OO0339'SOUTHWEST CORNER OF BRIDGE NO. 6807, FAI 90 WESTBOUND OVER TURTLE
 OO0339'CREEK AND TOWNSHIP ROAD.  NE 1/4 SECTION 5, T 102N, R 18W.
 OO0339
 OO0339                          STATION RECOVERY (1990)
 OO0339
 OO0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0339'1.5 KM (0.9 MI) WESTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0339'JUNCTION OF 14TH STREET IN AUSTIN, IN TOP OF AND 2.1 M (6.9 FT) NORTH
 OO0339'OF THE SOUTH END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE WESTBOUND
 OO0339'HIGHWAY BRIDGE SPANNING TURTLE CREEK AND A PAVED ROAD, AND 6.0 M
 OO0339'(19.7 FT) SOUTHEAST OF AND LEVEL WITH THE WESTBOUND LANES OF THE
 OO0339'HIGHWAY.
 OO0339
 OO0339                          STATION RECOVERY (2005)
 OO0339
 OO0339'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OO0339'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0339'THE MARK IS LOCATED IN THE NORTHWEST PART OF AUSTIN.
 OO0339' 
 OO0339'IN SOUTHWEST CORNER OF WESTBOUND INTERSTATE HIGHWAY 90 BRIDGE 6807
 OO0339'OVER TURTLE CREEK AND BITUMINOUS ROAD, 0.9 MI (1.4 KM) WEST ALONG
 OO0339'INTERSTATE HIGHWAY 90 FROM THE JUNCTION OF INTERSTATE HIGHWAY 90 AND
 OO0339'14TH STREET, 6.9 FT (2.1 M) NORTH OF SOUTH END OF SOUTHWEST CONCRETE
 OO0339'ABUTMENT, 19.7 FT (6.0 M) SOUTHEAST OF WESTBOUND INTERSTATE HIGHWAY
 OO0339'90.
 OO0339' 
 OO0339'DISK SET IN BRIDGE WHEN BUILT IN 1959 AND THE YEAR 1966 ON DISK WHEN
 OO0339'LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0341 ***********************************************************************
 OO0341  DESIGNATION -  5080 F 1
 OO0341  PID         -  OO0341
 OO0341  STATE/COUNTY-  MN/MOWER
 OO0341  COUNTRY     -  US
 OO0341  USGS QUAD   -  AUSTIN EAST (1982)
 OO0341
 OO0341                         *CURRENT SURVEY CONTROL
 OO0341  ______________________________________________________________________
 OO0341* NAD 83(1986) POSITION- 43 40 58.     (N) 092 59 21.     (W)   SCALED    
 OO0341* NAVD 88 ORTHO HEIGHT -   372.161  (meters)    1221.00  (feet) ADJUSTED  
 OO0341  ______________________________________________________________________
 OO0341  GEOID HEIGHT    -        -28.82  (meters)                     GEOID09
 OO0341  DYNAMIC HEIGHT  -        372.093 (meters)     1220.78  (feet) COMP
 OO0341  MODELED GRAVITY -    980,425.7   (mgal)                       NAVD 88
 OO0341
 OO0341  VERT ORDER      -  SECOND    CLASS 0
 OO0341
 OO0341.The horizontal coordinates were scaled from a topographic map and have
 OO0341.an estimated accuracy of +/- 6 seconds.
 OO0341.
 OO0341.The orthometric height was determined by differential leveling and
 OO0341.adjusted in June 1991.
 OO0341
 OO0341.The dynamic height is computed by dividing the NAVD 88
 OO0341.geopotential number by the normal gravity value computed on the
 OO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0341.degrees latitude (g = 980.6199 gals.).
 OO0341
 OO0341.The modeled gravity was interpolated from observed gravity values.
 OO0341
 OO0341;                    North         East    Units  Estimated Accuracy
 OO0341;SPC MN S     -   176,370.      881,510.      MT  (+/- 180 meters Scaled)
 OO0341
 OO0341                          SUPERSEDED SURVEY CONTROL
 OO0341
 OO0341  NGVD 29 (??/??/92)  372.166  (m)         1221.01   (f) ADJ UNCH    2 0
 OO0341
 OO0341.Superseded values are not recommended for survey control.
 OO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0341.See file dsdata.txt to determine how the superseded data were derived.
 OO0341
 OO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ008366(NAD 83)
 OO0341
 OO0341_MARKER: DD = SURVEY DISK
 OO0341_SETTING: 0 = UNSPECIFIED SETTING
 OO0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0341
 OO0341  HISTORY     - Date     Condition        Report By
 OO0341  HISTORY     - UNK      MONUMENTED       MNDT
 OO0341  HISTORY     - 1970     MARK NOT FOUND   MNDT
 OO0341
 OO0341                          STATION DESCRIPTION
 OO0341
 OO0341'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0341'IN AUSTIN.
 OO0341'NOTE-- ORIGINAL 1967 DESCRIPTION UNAVAILABLE.  AVAILABLE DESCRIPTION
 OO0341'IS INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0415 ***********************************************************************
 OO0415  DESIGNATION -  5080 FF
 OO0415  PID         -  OO0415
 OO0415  STATE/COUNTY-  MN/MOWER
 OO0415  COUNTRY     -  US
 OO0415  USGS QUAD   -  DEXTER (1965)
 OO0415
 OO0415                         *CURRENT SURVEY CONTROL
 OO0415  ______________________________________________________________________
 OO0415* NAD 83(1986) POSITION- 43 43 14.     (N) 092 41 11.     (W)   SCALED    
 OO0415* NAVD 88 ORTHO HEIGHT -   430.683  (meters)    1413.00  (feet) ADJUSTED  
 OO0415  ______________________________________________________________________
 OO0415  GEOID HEIGHT    -        -29.74  (meters)                     GEOID09
 OO0415  DYNAMIC HEIGHT  -        430.579 (meters)     1412.66  (feet) COMP
 OO0415  MODELED GRAVITY -    980,365.2   (mgal)                       NAVD 88
 OO0415
 OO0415  VERT ORDER      -  SECOND    CLASS 0
 OO0415
 OO0415.The horizontal coordinates were scaled from a topographic map and have
 OO0415.an estimated accuracy of +/- 6 seconds.
 OO0415.
 OO0415.The orthometric height was determined by differential leveling and
 OO0415.adjusted in June 1991.
 OO0415
 OO0415.The dynamic height is computed by dividing the NAVD 88
 OO0415.geopotential number by the normal gravity value computed on the
 OO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0415.degrees latitude (g = 980.6199 gals.).
 OO0415
 OO0415.The modeled gravity was interpolated from observed gravity values.
 OO0415
 OO0415;                    North         East    Units  Estimated Accuracy
 OO0415;SPC MN S     -   180,910.      905,850.      MT  (+/- 180 meters Scaled)
 OO0415
 OO0415                          SUPERSEDED SURVEY CONTROL
 OO0415
 OO0415  NGVD 29 (??/??/92)  430.654  (m)         1412.90   (f) ADJ UNCH    2 0
 OO0415
 OO0415.Superseded values are not recommended for survey control.
 OO0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0415.See file dsdata.txt to determine how the superseded data were derived.
 OO0415
 OO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ252408(NAD 83)
 OO0415
 OO0415_MARKER: DB = BENCH MARK DISK
 OO0415_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0415_SP_SET: MONUMENT
 OO0415_STAMPING: 5080 FF 1966
 OO0415_MARK LOGO: MNDT  
 OO0415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0415
 OO0415  HISTORY     - Date     Condition        Report By
 OO0415  HISTORY     - 1966     MONUMENTED       MNDT
 OO0415  HISTORY     - 1970     GOOD             MNDT
 OO0415  HISTORY     - 19911001 GOOD             MNDT
 OO0415
 OO0415                          STATION DESCRIPTION
 OO0415
 OO0415'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0415'1.0 MI E FROM DEXTER.
 OO0415'MARK IS LOCATED ABOUT 1.0 MILES NORTHEAST OF THE JUNCTION OF T.H. 16
 OO0415'(EAST) AND FAI 90, 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE
 OO0415'STATION 859+00, 1 FOOT EAST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF
 OO0415'A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0415'MONUMENT SET FLUSH WITH THE GROUND.  NEAR THE CENTER SECTION 18, T
 OO0415'103N, R 16W.
 OO0415
 OO0415                          STATION RECOVERY (1991)
 OO0415
 OO0415'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0415'RECOVERED AS DESCRIBED.  CHANGES FOLLOW.  THE 1.0 FT (0.3 M) TIES TO
 OO0415'THE R/W FENCE AND WITNESS POST SHOULD BE 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0342 ***********************************************************************
 OO0342  DESIGNATION -  5080 G
 OO0342  PID         -  OO0342
 OO0342  STATE/COUNTY-  MN/MOWER
 OO0342  COUNTRY     -  US
 OO0342  USGS QUAD   -  AUSTIN EAST (1982)
 OO0342
 OO0342                         *CURRENT SURVEY CONTROL
 OO0342  ______________________________________________________________________
 OO0342* NAD 83(1986) POSITION- 43 40 49.1    (N) 092 58 46.6    (W)   HD_HELD2  
 OO0342* NAVD 88 ORTHO HEIGHT -   372.684  (meters)    1222.71  (feet) ADJUSTED  
 OO0342  ______________________________________________________________________
 OO0342  GEOID HEIGHT    -        -28.85  (meters)                     GEOID09
 OO0342  DYNAMIC HEIGHT  -        372.616 (meters)     1222.49  (feet) COMP
 OO0342  MODELED GRAVITY -    980,425.0   (mgal)                       NAVD 88
 OO0342
 OO0342  VERT ORDER      -  FIRST     CLASS II
 OO0342
 OO0342.The horizontal coordinates were established by autonomous hand held GPS
 OO0342.observations and have an estimated accuracy of +/- 10 meters.
 OO0342.
 OO0342.The orthometric height was determined by differential leveling and
 OO0342.adjusted in June 1991.
 OO0342
 OO0342.Photographs are available for this station.
 OO0342
 OO0342.The dynamic height is computed by dividing the NAVD 88
 OO0342.geopotential number by the normal gravity value computed on the
 OO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0342.degrees latitude (g = 980.6199 gals.).
 OO0342
 OO0342.The modeled gravity was interpolated from observed gravity values.
 OO0342
 OO0342;                    North         East    Units  Estimated Accuracy
 OO0342;SPC MN S     -   176,105.      882,280.      MT  (+/- 10 meters HH2 GPS)
 OO0342
 OO0342                          SUPERSEDED SURVEY CONTROL
 OO0342
 OO0342  NGVD 29 (??/??/92)  372.689  (m)         1222.73   (f) ADJ UNCH    1 2
 OO0342
 OO0342.Superseded values are not recommended for survey control.
 OO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0342.See file dsdata.txt to determine how the superseded data were derived.
 OO0342
 OO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0164336366(NAD 83)
 OO0342
 OO0342_MARKER: DB = BENCH MARK DISK
 OO0342_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO0342_SP_SET: BRIDGE WALKWAY
 OO0342_STAMPING: 5080 G 1966
 OO0342_MARK LOGO: MNHD  
 OO0342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0342+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 OO0342
 OO0342  HISTORY     - Date     Condition        Report By
 OO0342  HISTORY     - 1966     MONUMENTED       MNHD
 OO0342  HISTORY     - 19900906 GOOD             NGS
 OO0342  HISTORY     - 19911206 GOOD             MNDT
 OO0342  HISTORY     - 20081007 GOOD             MNDT
 OO0342
 OO0342                          STATION DESCRIPTION
 OO0342
 OO0342'DESCRIBED BY MN HIGHWAY DEPT 1966
 OO0342'IN AUSTIN.
 OO0342'MARK IS LOCATED IN THE NORTHWEST PART OF THE CITY OF AUSTIN, IN THE
 OO0342'SOUTHEAST CORNER OF BRIDGE NO. 9180, COUNTY ROAD 45 OVER FAI 90.  SW
 OO0342'1/4 SECTION 34, T 103N, R 18W.
 OO0342
 OO0342                          STATION RECOVERY (1990)
 OO0342
 OO0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0342'IN AUSTIN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND 4TH
 OO0342'STREET (EXIT 178 A), IN THE EAST END OF A CONCRETE RETAINING WALL OF
 OO0342'THE STREET OVERPASS OF THE HIGHWAY, 18.2 M (59.7 FT) SOUTH OF THE
 OO0342'CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 9.3 M (30.5 FT)
 OO0342'EAST OF THE CENTERLINE OF THE STREET, AND 0.2 M (0.7 FT) ABOVE THE
 OO0342'LEVEL OF THE STREET.
 OO0342
 OO0342                          STATION RECOVERY (1991)
 OO0342
 OO0342'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0342'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0342
 OO0342                          STATION RECOVERY (2008)
 OO0342
 OO0342'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 OO0342'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTHWEST OF ROSE CREEK,
 OO0342'6.9 MI (11.1 KM) SOUTHWEST OF BROWNS DALE AND 1.0 MI (1.6 KM)
 OO0342'NORTH-NORTHWEST OF AUSTIN.
 OO0342' 
 OO0342'TO REACH TO THE MARK IN NORTHWEST PART OF AUSTIN, IN SOUTHEAST CORNER
 OO0342'OF COUNTY ROAD 45 BRIDGE 9180 OVER INTERSTATE HIGHWAY 90, IN EAST END
 OO0342'OF BRIDGE WALKWAY, GO 59.7 FT (18.2 M) SOUTH OF EASTBOUND INTERSTATE
 OO0342'HIGHWAY 90, 30.5 FT (9.3 M) EAST OF FOURTH STREET, 0.1 FT (0.0 M) WEST
 OO0342'OF BRIDGE RAILING, THIS MARK IS THE SAME AS STATION HORMEL MNDT
 OO0342'AZIMUTH MK (OO1044).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0413 ***********************************************************************
 OO0413  DESIGNATION -  5080 GG
 OO0413  PID         -  OO0413
 OO0413  STATE/COUNTY-  MN/MOWER
 OO0413  COUNTRY     -  US
 OO0413  USGS QUAD   -  DEXTER (1965)
 OO0413
 OO0413                         *CURRENT SURVEY CONTROL
 OO0413  ______________________________________________________________________
 OO0413* NAD 83(1986) POSITION- 43 43 33.     (N) 092 40 57.     (W)   SCALED    
 OO0413* NAVD 88 ORTHO HEIGHT -   431.376  (meters)    1415.27  (feet) ADJUSTED  
 OO0413  ______________________________________________________________________
 OO0413  GEOID HEIGHT    -        -29.75  (meters)                     GEOID09
 OO0413  DYNAMIC HEIGHT  -        431.272 (meters)     1414.93  (feet) COMP
 OO0413  MODELED GRAVITY -    980,365.3   (mgal)                       NAVD 88
 OO0413
 OO0413  VERT ORDER      -  SECOND    CLASS 0
 OO0413
 OO0413.The horizontal coordinates were scaled from a topographic map and have
 OO0413.an estimated accuracy of +/- 6 seconds.
 OO0413.
 OO0413.The orthometric height was determined by differential leveling and
 OO0413.adjusted in November 1998.
 OO0413
 OO0413.The dynamic height is computed by dividing the NAVD 88
 OO0413.geopotential number by the normal gravity value computed on the
 OO0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0413.degrees latitude (g = 980.6199 gals.).
 OO0413
 OO0413.The modeled gravity was interpolated from observed gravity values.
 OO0413
 OO0413;                    North         East    Units  Estimated Accuracy
 OO0413;SPC MN S     -   181,510.      906,150.      MT  (+/- 180 meters Scaled)
 OO0413
 OO0413                          SUPERSEDED SURVEY CONTROL
 OO0413
 OO0413  NAVD 88 (06/15/91)  431.290  (m)         1414.99   (f) SUPERSEDED  2 0
 OO0413  NGVD 29 (??/??/92)  431.259  (m)         1414.89   (f) ADJ UNCH    2 0
 OO0413
 OO0413.Superseded values are not recommended for survey control.
 OO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0413.See file dsdata.txt to determine how the superseded data were derived.
 OO0413
 OO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ255414(NAD 83)
 OO0413
 OO0413_MARKER: DB = BENCH MARK DISK
 OO0413_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0413_SP_SET: MONUMENT
 OO0413_STAMPING: 5080 GG 1966
 OO0413_MARK LOGO: MNDT  
 OO0413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0413
 OO0413  HISTORY     - Date     Condition        Report By
 OO0413  HISTORY     - 1966     MONUMENTED       MNDT
 OO0413  HISTORY     - 1970     GOOD             MNDT
 OO0413  HISTORY     - 19911001 GOOD             MNDT
 OO0413
 OO0413                          STATION DESCRIPTION
 OO0413
 OO0413'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0413'1.0 MI NE FROM DEXTER.
 OO0413'MARK IS LOCATED ABOUT 1.4 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0413'AND T.H. 16 (EAST), 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE
 OO0413'STATION 880+00 AT THE RIGHT OF WAY FENCE LINE, 1 FOOT EAST OF A STEEL
 OO0413'WITNESS POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET
 OO0413'FLUSH WITH THE GROUND.  NW 1/4 SECTION 18, T 103N, R 16W.
 OO0413
 OO0413                          STATION RECOVERY (1991)
 OO0413
 OO0413'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0413'RECOVERED IN GOOD CONDITION AND IS AT FAI 90 MILEPOINT 194.8.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0412 ***********************************************************************
 OO0412  DESIGNATION -  5080 HH
 OO0412  PID         -  OO0412
 OO0412  STATE/COUNTY-  MN/MOWER
 OO0412  COUNTRY     -  US
 OO0412  USGS QUAD   -  DEXTER (1965)
 OO0412
 OO0412                         *CURRENT SURVEY CONTROL
 OO0412  ______________________________________________________________________
 OO0412* NAD 83(1986) POSITION- 43 43 46.     (N) 092 40 48.     (W)   SCALED    
 OO0412* NAVD 88 ORTHO HEIGHT -   432.050  (meters)    1417.48  (feet) ADJUSTED  
 OO0412  ______________________________________________________________________
 OO0412  GEOID HEIGHT    -        -29.75  (meters)                     GEOID09
 OO0412  DYNAMIC HEIGHT  -        431.946 (meters)     1417.14  (feet) COMP
 OO0412  MODELED GRAVITY -    980,365.4   (mgal)                       NAVD 88
 OO0412
 OO0412  VERT ORDER      -  SECOND    CLASS 0
 OO0412
 OO0412.The horizontal coordinates were scaled from a topographic map and have
 OO0412.an estimated accuracy of +/- 6 seconds.
 OO0412.
 OO0412.The orthometric height was determined by differential leveling and
 OO0412.adjusted in November 1998.
 OO0412
 OO0412.The dynamic height is computed by dividing the NAVD 88
 OO0412.geopotential number by the normal gravity value computed on the
 OO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0412.degrees latitude (g = 980.6199 gals.).
 OO0412
 OO0412.The modeled gravity was interpolated from observed gravity values.
 OO0412
 OO0412;                    North         East    Units  Estimated Accuracy
 OO0412;SPC MN S     -   181,910.      906,350.      MT  (+/- 180 meters Scaled)
 OO0412
 OO0412                          SUPERSEDED SURVEY CONTROL
 OO0412
 OO0412  NAVD 88 (06/15/91)  432.045  (m)         1417.47   (f) SUPERSEDED  2 0
 OO0412  NGVD 29 (??/??/92)  432.014  (m)         1417.37   (f) ADJ UNCH    2 0
 OO0412
 OO0412.Superseded values are not recommended for survey control.
 OO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0412.See file dsdata.txt to determine how the superseded data were derived.
 OO0412
 OO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ257418(NAD 83)
 OO0412
 OO0412_MARKER: DB = BENCH MARK DISK
 OO0412_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0412_SP_SET: MONUMENT
 OO0412_STAMPING: 5080 HH 1966
 OO0412_MARK LOGO: MNDT  
 OO0412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0412
 OO0412  HISTORY     - Date     Condition        Report By
 OO0412  HISTORY     - 1966     MONUMENTED       MNDT
 OO0412  HISTORY     - 1970     GOOD             MNDT
 OO0412  HISTORY     - 19911001 GOOD             MNDT
 OO0412
 OO0412                          STATION DESCRIPTION
 OO0412
 OO0412'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0412'1.0 MI NE FROM DEXTER.
 OO0412'MARK IS LOCATED ABOUT 1.7 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0412'AND T.H. 16 (EAST).  96 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE
 OO0412'STATION 895+00, ACROSS FROM A STEEL HIGH TENSION TOWER ON A
 OO0412'NORTH-SOUTH POWER LINE, 4 FEET EAST OF THE RIGHT OF WAY FENCE, 1 FOOT
 OO0412'EAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0412'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  NW 1/4 SECTION 18, T 103N, R
 OO0412'16W.
 OO0412
 OO0412                          STATION RECOVERY (1991)
 OO0412
 OO0412'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0412'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0460 ***********************************************************************
 OO0460  DESIGNATION -  5080 J
 OO0460  PID         -  OO0460
 OO0460  STATE/COUNTY-  MN/MOWER
 OO0460  COUNTRY     -  US
 OO0460  USGS QUAD   -  AUSTIN EAST (1982)
 OO0460
 OO0460                         *CURRENT SURVEY CONTROL
 OO0460  ______________________________________________________________________
 OO0460* NAD 83(1986) POSITION- 43 40 41.7    (N) 092 57 38.5    (W)   HD_HELD2  
 OO0460* NAVD 88 ORTHO HEIGHT -   370.829  (meters)    1216.63  (feet) ADJUSTED  
 OO0460  ______________________________________________________________________
 OO0460  GEOID HEIGHT    -        -28.92  (meters)                     GEOID09
 OO0460  DYNAMIC HEIGHT  -        370.760 (meters)     1216.40  (feet) COMP
 OO0460  MODELED GRAVITY -    980,421.6   (mgal)                       NAVD 88
 OO0460
 OO0460  VERT ORDER      -  FIRST     CLASS II
 OO0460
 OO0460.The horizontal coordinates were established by autonomous hand held GPS
 OO0460.observations and have an estimated accuracy of +/- 10 meters.
 OO0460.
 OO0460.The orthometric height was determined by differential leveling and
 OO0460.adjusted in June 1991.
 OO0460
 OO0460.Photographs are available for this station.
 OO0460
 OO0460.The dynamic height is computed by dividing the NAVD 88
 OO0460.geopotential number by the normal gravity value computed on the
 OO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0460.degrees latitude (g = 980.6199 gals.).
 OO0460
 OO0460.The modeled gravity was interpolated from observed gravity values.
 OO0460
 OO0460;                    North         East    Units  Estimated Accuracy
 OO0460;SPC MN S     -   175,896.      883,808.      MT  (+/- 10 meters HH2 GPS)
 OO0460
 OO0460                          SUPERSEDED SURVEY CONTROL
 OO0460
 OO0460  NGVD 29 (??/??/92)  370.832  (m)         1216.64   (f) ADJ UNCH    1 2
 OO0460
 OO0460.Superseded values are not recommended for survey control.
 OO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0460.See file dsdata.txt to determine how the superseded data were derived.
 OO0460
 OO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ0316836138(NAD 83)
 OO0460
 OO0460_MARKER: DB = BENCH MARK DISK
 OO0460_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OO0460_SP_SET: BRIDGE WALKWAY
 OO0460_STAMPING: 5080 J 1966
 OO0460_MARK LOGO: MNHD  
 OO0460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0460+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2008
 OO0460
 OO0460  HISTORY     - Date     Condition        Report By
 OO0460  HISTORY     - 1966     MONUMENTED       MNHD
 OO0460  HISTORY     - 1970     GOOD             MNDT
 OO0460  HISTORY     - 19900906 GOOD             NGS
 OO0460  HISTORY     - 19920206 GOOD             MNDT
 OO0460  HISTORY     - 20081007 GOOD             MNDT
 OO0460
 OO0460                          STATION DESCRIPTION
 OO0460
 OO0460'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0460'IN AUSTIN.
 OO0460'MARK IS LOCATED IN THE SOUTH END OF THE EAST WALKWAY OF BRIDGE NO.
 OO0460'6809, CHICAGO-GREAT WESTERN RAILROAD OVER FAI 90, 0.4 MILES WEST OF
 OO0460'11TH DRIVE NORTHEAST.  SW 1/4 SECTION 2, T 103N, R 18W.
 OO0460
 OO0460                          STATION RECOVERY (1990)
 OO0460
 OO0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0460'IN AUSTIN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 90 AND THE SOO
 OO0460'LINE RAILROAD, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END OF
 OO0460'THE EAST CONCRETE CURB OF THE RAILROAD OVERPASS OF THE HIGHWAY, 21.0
 OO0460'M (68.9 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 OO0460'HIGHWAY, AND 2.4 M (7.9 FT) EAST OF AND LEVEL WITH THE NEAR RAIL.
 OO0460
 OO0460                          STATION RECOVERY (1992)
 OO0460
 OO0460'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OO0460'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OO0460
 OO0460                          STATION RECOVERY (2008)
 OO0460
 OO0460'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MDL)
 OO0460'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) NORTHWEST OF ROSE CREEK,
 OO0460'6.3 MI (10.1 KM) SOUTHWEST OF BROWNSDALE AND 1.1 MI (1.8 KM) NORTHEAST
 OO0460'OF AUSTIN.
 OO0460' 
 OO0460'TO REACH TO THE MARK IN NORTH PART OF AUSTIN, GO 0.05 MI (0.1 KM)
 OO0460'SOUTH ON SIXTH STREET FROM THE JUNCTION OF SIXTH STREET AND INTERSTATE
 OO0460'90, THENCE 0.1 MI (0.2 KM) SOUTHEAST ON EIGHTH STREET NORTHEAST,
 OO0460'THENCE 0.1 MI (0.2 KM) EAST ON 13TH AVENUE NORTHEAST, THENCE 0.1 MI
 OO0460'(0.2 KM) SOUTHEAST ON 11TH AVENUE NORTHEAST, AT SOUTH END OF EAST
 OO0460'WALKWAY OF RAILROAD BRIDGE 6809 OVER INTERSTATE HIGHWAY 90, 2.3 FT
 OO0460'(0.7 M) NORTH OF SOUTH END OF EAST CONCRETE CURB OF BRIDGE, 68.9 FT
 OO0460'(21.0 M) SOUTH OF EASTBOUND INTERSTATE HIGHWAY 90, 7.9 FT (2.4 M) EAST
 OO0460'OF EAST RAIL OF RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0409 ***********************************************************************
 OO0409  DESIGNATION -  5080 JJ
 OO0409  PID         -  OO0409
 OO0409  STATE/COUNTY-  MN/MOWER
 OO0409  COUNTRY     -  US
 OO0409  USGS QUAD   -  DEXTER (1965)
 OO0409
 OO0409                         *CURRENT SURVEY CONTROL
 OO0409  ______________________________________________________________________
 OO0409* NAD 83(1986) POSITION- 43 43 55.     (N) 092 40 42.     (W)   SCALED    
 OO0409* NAVD 88 ORTHO HEIGHT -   437.871  (meters)    1436.58  (feet) ADJUSTED  
 OO0409  ______________________________________________________________________
 OO0409  GEOID HEIGHT    -        -29.75  (meters)                     GEOID09
 OO0409  DYNAMIC HEIGHT  -        437.765 (meters)     1436.23  (feet) COMP
 OO0409  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 OO0409
 OO0409  VERT ORDER      -  SECOND    CLASS 0
 OO0409
 OO0409.The horizontal coordinates were scaled from a topographic map and have
 OO0409.an estimated accuracy of +/- 6 seconds.
 OO0409.
 OO0409.The orthometric height was determined by differential leveling and
 OO0409.adjusted in November 1998.
 OO0409
 OO0409.Photographs are available for this station.
 OO0409
 OO0409.The dynamic height is computed by dividing the NAVD 88
 OO0409.geopotential number by the normal gravity value computed on the
 OO0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0409.degrees latitude (g = 980.6199 gals.).
 OO0409
 OO0409.The modeled gravity was interpolated from observed gravity values.
 OO0409
 OO0409;                    North         East    Units  Estimated Accuracy
 OO0409;SPC MN S     -   182,190.      906,480.      MT  (+/- 180 meters Scaled)
 OO0409
 OO0409                          SUPERSEDED SURVEY CONTROL
 OO0409
 OO0409  NAVD 88 (06/15/91)  437.868  (m)         1436.57   (f) SUPERSEDED  2 0
 OO0409  NGVD 29 (??/??/92)  437.836  (m)         1436.47   (f) ADJ UNCH    2 0
 OO0409
 OO0409.Superseded values are not recommended for survey control.
 OO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0409.See file dsdata.txt to determine how the superseded data were derived.
 OO0409
 OO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ259421(NAD 83)
 OO0409
 OO0409_MARKER: DB = BENCH MARK DISK
 OO0409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0409_SP_SET: BRIDGE ABUTMENT
 OO0409_STAMPING: 5080 JJ 1966
 OO0409_MARK LOGO: MNDT  
 OO0409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0409
 OO0409  HISTORY     - Date     Condition        Report By
 OO0409  HISTORY     - 1966     MONUMENTED       MNDT
 OO0409  HISTORY     - 1970     GOOD             MNDT
 OO0409  HISTORY     - 19911001 GOOD             MNDT
 OO0409
 OO0409                          STATION DESCRIPTION
 OO0409
 OO0409'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0409'1.0 MI NE FROM DEXTER.
 OO0409'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9680, COUNTY
 OO0409'ROAD 2 OVER FAI 90.  NE 1/4 SECTION 18, T 103N, R 16W.
 OO0409
 OO0409                          STATION RECOVERY (1991)
 OO0409
 OO0409'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0409'THE MARK WAS RECOVERED IN GOOD CONDITION 1.0 MI (1.6 KM) NE OF DEXTER,
 OO0409'IN THE ABUTMENT AT THE SE CORNER OF BRIDGE 9680 (COUNTY RD 2 OVER FAI
 OO0409'90), IN THE NE 1/4 OF SECTION 18, T103N, R16W, AND 19.0 FT (5.8 M)
 OO0409'SOUTH OF AND 0.8 FT (24.4 CM) HIGHER THAN THE CENTERLINE OF COUNTY RD
 OO0409'2.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0344 ***********************************************************************
 OO0344  DESIGNATION -  5080 K
 OO0344  PID         -  OO0344
 OO0344  STATE/COUNTY-  MN/MOWER
 OO0344  COUNTRY     -  US
 OO0344  USGS QUAD   -  AUSTIN EAST (1982)
 OO0344
 OO0344                         *CURRENT SURVEY CONTROL
 OO0344  ______________________________________________________________________
 OO0344* NAD 83(1986) POSITION- 43 40 30.     (N) 092 57 21.     (W)   SCALED    
 OO0344* NAVD 88 ORTHO HEIGHT -   371.923  (meters)    1220.22  (feet) ADJUSTED  
 OO0344  ______________________________________________________________________
 OO0344  GEOID HEIGHT    -        -28.94  (meters)                     GEOID09
 OO0344  DYNAMIC HEIGHT  -        371.853 (meters)     1219.99  (feet) COMP
 OO0344  MODELED GRAVITY -    980,418.8   (mgal)                       NAVD 88
 OO0344
 OO0344  VERT ORDER      -  SECOND    CLASS I
 OO0344
 OO0344.The horizontal coordinates were scaled from a topographic map and have
 OO0344.an estimated accuracy of +/- 6 seconds.
 OO0344.
 OO0344.The orthometric height was determined by differential leveling and
 OO0344.adjusted in June 1991.
 OO0344
 OO0344.The dynamic height is computed by dividing the NAVD 88
 OO0344.geopotential number by the normal gravity value computed on the
 OO0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0344.degrees latitude (g = 980.6199 gals.).
 OO0344
 OO0344.The modeled gravity was interpolated from observed gravity values.
 OO0344
 OO0344;                    North         East    Units  Estimated Accuracy
 OO0344;SPC MN S     -   175,540.      884,200.      MT  (+/- 180 meters Scaled)
 OO0344
 OO0344                          SUPERSEDED SURVEY CONTROL
 OO0344
 OO0344  NGVD 29 (??/??/92)  371.926  (m)         1220.23   (f) ADJ UNCH    2 0
 OO0344
 OO0344.Superseded values are not recommended for survey control.
 OO0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0344.See file dsdata.txt to determine how the superseded data were derived.
 OO0344
 OO0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ035357(NAD 83)
 OO0344
 OO0344_MARKER: DB = BENCH MARK DISK
 OO0344_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0344_SP_SET: BRIDGE ABUTMENT
 OO0344_STAMPING: 5080 K 1966
 OO0344_MARK LOGO: MNDT  
 OO0344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OO0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0344+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1992
 OO0344
 OO0344  HISTORY     - Date     Condition        Report By
 OO0344  HISTORY     - 1966     MONUMENTED       MNDT
 OO0344  HISTORY     - 19920206 GOOD             MNDT
 OO0344
 OO0344                          STATION DESCRIPTION
 OO0344
 OO0344'DESCRIBED BY MN DEPT OF TRANSP 1966
 OO0344'IN AUSTIN.
 OO0344'BENCH MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT DISK STAMPED
 OO0344'5080 K 1966 SET IN THE SOUTHEAST CURB OF BRIDGE (NO. 9177) AT 11TH
 OO0344'DRIVE NE BRIDGE OVER FAI 90.  MARK IS LOCATED IN THE SE 1/4, SECTION
 OO0344'35, T103N, R18W.  AT THE NORTHEAST PART OF AUSTIN.
 OO0344
 OO0344                          STATION RECOVERY (1992)
 OO0344
 OO0344'RECOVERY NOTE BY MN DEPT OF TRANSP 1992 (HTS)
 OO0344'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0408 ***********************************************************************
 OO0408  DESIGNATION -  5080 KK
 OO0408  PID         -  OO0408
 OO0408  STATE/COUNTY-  MN/MOWER
 OO0408  COUNTRY     -  US
 OO0408  USGS QUAD   -  DEXTER (1965)
 OO0408
 OO0408                         *CURRENT SURVEY CONTROL
 OO0408  ______________________________________________________________________
 OO0408* NAD 83(1986) POSITION- 43 43 58.     (N) 092 40 38.     (W)   SCALED    
 OO0408* NAVD 88 ORTHO HEIGHT -   431.604  (meters)    1416.02  (feet) ADJUSTED  
 OO0408  ______________________________________________________________________
 OO0408  GEOID HEIGHT    -        -29.76  (meters)                     GEOID09
 OO0408  DYNAMIC HEIGHT  -        431.500 (meters)     1415.68  (feet) COMP
 OO0408  MODELED GRAVITY -    980,365.5   (mgal)                       NAVD 88
 OO0408
 OO0408  VERT ORDER      -  SECOND    CLASS 0
 OO0408
 OO0408.The horizontal coordinates were scaled from a topographic map and have
 OO0408.an estimated accuracy of +/- 6 seconds.
 OO0408.
 OO0408.The orthometric height was determined by differential leveling and
 OO0408.adjusted in June 1991.
 OO0408
 OO0408.Photographs are available for this station.
 OO0408
 OO0408.The dynamic height is computed by dividing the NAVD 88
 OO0408.geopotential number by the normal gravity value computed on the
 OO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0408.degrees latitude (g = 980.6199 gals.).
 OO0408
 OO0408.The modeled gravity was interpolated from observed gravity values.
 OO0408
 OO0408;                    North         East    Units  Estimated Accuracy
 OO0408;SPC MN S     -   182,280.      906,570.      MT  (+/- 180 meters Scaled)
 OO0408
 OO0408                          SUPERSEDED SURVEY CONTROL
 OO0408
 OO0408  NGVD 29 (??/??/92)  431.572  (m)         1415.92   (f) ADJ UNCH    2 0
 OO0408
 OO0408.Superseded values are not recommended for survey control.
 OO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0408.See file dsdata.txt to determine how the superseded data were derived.
 OO0408
 OO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ259422(NAD 83)
 OO0408
 OO0408_MARKER: DB = BENCH MARK DISK
 OO0408_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0408_SP_SET: MONUMENT
 OO0408_STAMPING: 5080-KK 1966
 OO0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0408
 OO0408  HISTORY     - Date     Condition        Report By
 OO0408  HISTORY     - 1966     MONUMENTED       MNDT
 OO0408  HISTORY     - 1970     GOOD             MNDT
 OO0408
 OO0408                          STATION DESCRIPTION
 OO0408
 OO0408'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0408'1.0 MI NE FROM DEXTER.
 OO0408'MARK IS LOCATED ABOUT 1.9 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0408'AND T.H. 16 (EAST), 300 FEET NORTHEAST OF COUNTY ROAD 2 BRIDGE OVER
 OO0408'FAI 90, 100 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0408'905+20, AT THE RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A STEEL WITNESS
 OO0408'POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 1
 OO0408'INCH ABOVE GROUND.  SE 1/4 SECTION 7, T 103N, R 16N.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0459 ***********************************************************************
 OO0459  DESIGNATION -  5080 L
 OO0459  PID         -  OO0459
 OO0459  STATE/COUNTY-  MN/MOWER
 OO0459  COUNTRY     -  US
 OO0459  USGS QUAD   -  AUSTIN EAST (1982)
 OO0459
 OO0459                         *CURRENT SURVEY CONTROL
 OO0459  ______________________________________________________________________
 OO0459* NAD 83(1986) POSITION- 43 40 28.     (N) 092 56 36.     (W)   SCALED    
 OO0459* NAVD 88 ORTHO HEIGHT -   372.527  (meters)    1222.20  (feet) ADJUSTED  
 OO0459  ______________________________________________________________________
 OO0459  GEOID HEIGHT    -        -28.99  (meters)                     GEOID09
 OO0459  DYNAMIC HEIGHT  -        372.455 (meters)     1221.96  (feet) COMP
 OO0459  MODELED GRAVITY -    980,413.8   (mgal)                       NAVD 88
 OO0459
 OO0459  VERT ORDER      -  SECOND    CLASS 0
 OO0459
 OO0459.The horizontal coordinates were scaled from a topographic map and have
 OO0459.an estimated accuracy of +/- 6 seconds.
 OO0459.
 OO0459.The orthometric height was determined by differential leveling and
 OO0459.adjusted in June 1991.
 OO0459
 OO0459.The dynamic height is computed by dividing the NAVD 88
 OO0459.geopotential number by the normal gravity value computed on the
 OO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0459.degrees latitude (g = 980.6199 gals.).
 OO0459
 OO0459.The modeled gravity was interpolated from observed gravity values.
 OO0459
 OO0459;                    North         East    Units  Estimated Accuracy
 OO0459;SPC MN S     -   175,490.      885,210.      MT  (+/- 180 meters Scaled)
 OO0459
 OO0459                          SUPERSEDED SURVEY CONTROL
 OO0459
 OO0459  NGVD 29 (??/??/92)  372.529  (m)         1222.21   (f) ADJ UNCH    2 0
 OO0459
 OO0459.Superseded values are not recommended for survey control.
 OO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0459.See file dsdata.txt to determine how the superseded data were derived.
 OO0459
 OO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ045357(NAD 83)
 OO0459
 OO0459_MARKER: DD = SURVEY DISK
 OO0459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0459_SP_SET: BRIDGE
 OO0459_STAMPING: 5080-L 1966
 OO0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0459
 OO0459  HISTORY     - Date     Condition        Report By
 OO0459  HISTORY     - 1966     MONUMENTED       MNDT
 OO0459  HISTORY     - 1970     GOOD             MNDT
 OO0459  HISTORY     - 1975     GOOD             MNDT
 OO0459
 OO0459                          STATION DESCRIPTION
 OO0459
 OO0459'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0459'IN AUSTIN.
 OO0459'MARK IS LOCATED ABOUT 0.9 MILES EAST OF THE EAST CITY LIMITS OF AUSTIN
 OO0459'(28TH STREET NORTHEAST), IN THE SOUTHEAST CORNER OF BRIDGE NO. 9176,
 OO0459'T.H. 116 OVER FAI 90.  NW 1/4 SECTION 1, T 102N, R 18W.
 OO0459
 OO0459                          STATION RECOVERY (1975)
 OO0459
 OO0459'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OO0459'MARK IS LOCATED ABOUT 0.9 MILES WEST OF THE EAST CITY LIMITS OF
 OO0459'AUSTIN (28TH STREET NORTHEAST), IN THE SOUTHEAST CORNER OF BRIDGE NO.
 OO0459'9176, T.H. 116 OVER FAI 90.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0407 ***********************************************************************
 OO0407  DESIGNATION -  5080 LL
 OO0407  PID         -  OO0407
 OO0407  STATE/COUNTY-  MN/MOWER
 OO0407  COUNTRY     -  US
 OO0407  USGS QUAD   -  DEXTER (1965)
 OO0407
 OO0407                         *CURRENT SURVEY CONTROL
 OO0407  ______________________________________________________________________
 OO0407* NAD 83(1986) POSITION- 43 44 18.     (N) 092 40 23.     (W)   SCALED    
 OO0407* NAVD 88 ORTHO HEIGHT -   430.450  (meters)    1412.23  (feet) ADJUSTED  
 OO0407  ______________________________________________________________________
 OO0407  GEOID HEIGHT    -        -29.77  (meters)                     GEOID09
 OO0407  DYNAMIC HEIGHT  -        430.346 (meters)     1411.89  (feet) COMP
 OO0407  MODELED GRAVITY -    980,365.8   (mgal)                       NAVD 88
 OO0407
 OO0407  VERT ORDER      -  SECOND    CLASS 0
 OO0407
 OO0407.The horizontal coordinates were scaled from a topographic map and have
 OO0407.an estimated accuracy of +/- 6 seconds.
 OO0407.
 OO0407.The orthometric height was determined by differential leveling and
 OO0407.adjusted in June 1991.
 OO0407
 OO0407.Photographs are available for this station.
 OO0407
 OO0407.The dynamic height is computed by dividing the NAVD 88
 OO0407.geopotential number by the normal gravity value computed on the
 OO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0407.degrees latitude (g = 980.6199 gals.).
 OO0407
 OO0407.The modeled gravity was interpolated from observed gravity values.
 OO0407
 OO0407;                    North         East    Units  Estimated Accuracy
 OO0407;SPC MN S     -   182,910.      906,890.      MT  (+/- 180 meters Scaled)
 OO0407
 OO0407                          SUPERSEDED SURVEY CONTROL
 OO0407
 OO0407  NGVD 29 (??/??/92)  430.419  (m)         1412.13   (f) ADJ UNCH    2 0
 OO0407
 OO0407.Superseded values are not recommended for survey control.
 OO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0407.See file dsdata.txt to determine how the superseded data were derived.
 OO0407
 OO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ263428(NAD 83)
 OO0407
 OO0407_MARKER: DB = BENCH MARK DISK
 OO0407_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0407_SP_SET: MONUMENT
 OO0407_STAMPING: 5080-LL 1966
 OO0407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0407
 OO0407  HISTORY     - Date     Condition        Report By
 OO0407  HISTORY     - 1966     MONUMENTED       MNDT
 OO0407  HISTORY     - 1970     GOOD             MNDT
 OO0407
 OO0407                          STATION DESCRIPTION
 OO0407
 OO0407'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0407'1.5 MI NE FROM DEXTER.
 OO0407'MARK IS LOCATED 2.2 MILES NORTHEAST OF THE JUNCTION OF FAI 90 AND T.H.
 OO0407'16 (EAST), 0.5 MILES NORTHEAST OF COUNTY ROAD 2 BRIDGE OVER FAI 90, 88
 OO0407'FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 919+00, 12 FEET
 OO0407'SOUTHEAST OF THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS
 OO0407'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 5
 OO0407'INCHES ABOVE GROUND.  NEAR THE CENTER SECTION 7, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0456 ***********************************************************************
 OO0456  DESIGNATION -  5080 M
 OO0456  PID         -  OO0456
 OO0456  STATE/COUNTY-  MN/MOWER
 OO0456  COUNTRY     -  US
 OO0456  USGS QUAD   -  AUSTIN EAST (1982)
 OO0456
 OO0456                         *CURRENT SURVEY CONTROL
 OO0456  ______________________________________________________________________
 OO0456* NAD 83(1986) POSITION- 43 40 28.     (N) 092 56 25.     (W)   SCALED    
 OO0456* NAVD 88 ORTHO HEIGHT -   372.911  (meters)    1223.46  (feet) ADJUSTED  
 OO0456  ______________________________________________________________________
 OO0456  GEOID HEIGHT    -        -29.00  (meters)                     GEOID09
 OO0456  DYNAMIC HEIGHT  -        372.838 (meters)     1223.22  (feet) COMP
 OO0456  MODELED GRAVITY -    980,412.5   (mgal)                       NAVD 88
 OO0456
 OO0456  VERT ORDER      -  FIRST     CLASS II
 OO0456
 OO0456.The horizontal coordinates were scaled from a topographic map and have
 OO0456.an estimated accuracy of +/- 6 seconds.
 OO0456.
 OO0456.The orthometric height was determined by differential leveling and
 OO0456.adjusted in June 1991.
 OO0456
 OO0456.The dynamic height is computed by dividing the NAVD 88
 OO0456.geopotential number by the normal gravity value computed on the
 OO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0456.degrees latitude (g = 980.6199 gals.).
 OO0456
 OO0456.The modeled gravity was interpolated from observed gravity values.
 OO0456
 OO0456;                    North         East    Units  Estimated Accuracy
 OO0456;SPC MN S     -   175,490.      885,460.      MT  (+/- 180 meters Scaled)
 OO0456
 OO0456                          SUPERSEDED SURVEY CONTROL
 OO0456
 OO0456  NGVD 29 (??/??/92)  372.912  (m)         1223.46   (f) ADJ UNCH    1 2
 OO0456
 OO0456.Superseded values are not recommended for survey control.
 OO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0456.See file dsdata.txt to determine how the superseded data were derived.
 OO0456
 OO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ048357(NAD 83)
 OO0456
 OO0456_MARKER: DD = SURVEY DISK
 OO0456_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0456_SP_SET: BRIDGE ABUTMENT
 OO0456_STAMPING: 5080 M 1966 1223.335
 OO0456_MARK LOGO: MNHD  
 OO0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OO0456+STABILITY: POSITION/ELEVATION WELL
 OO0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0456+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OO0456
 OO0456  HISTORY     - Date     Condition        Report By
 OO0456  HISTORY     - 1966     MONUMENTED       MNDT
 OO0456  HISTORY     - 1970     GOOD             MNDT
 OO0456  HISTORY     - 1975     GOOD             MNDT
 OO0456  HISTORY     - 19900830 GOOD             NGS
 OO0456
 OO0456                          STATION DESCRIPTION
 OO0456
 OO0456'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0456'IN AUSTIN.
 OO0456'MARK IS LOCATED ABOUT 0.5 MILES EAST OF THE EAST CITY LIMITS OF AUSTIN
 OO0456'(28TH STREET NORTHEAST) IN THE SOUTHEAST CORNER OF BRIDGE NO. 9201,
 OO0456'T.H. 252 NORTHBOUND OVER FAI 90.  NE 1/4 SECTION 1, T 102N, R 18W.
 OO0456
 OO0456                          STATION RECOVERY (1975)
 OO0456
 OO0456'RECOVERY NOTE BY MN DEPT OF TRANSP 1975
 OO0456'MARK IS LOCATED ABOUT 0.5 MILES WEST OF THE EAST CITY LIMITS OF
 OO0456'AUSTIN (28TH STREET NORTHEAST) IN THE SOUTHEAST CORNER OF BRIDGE NO.
 OO0456'9201 T.H. 218 NORTHBOUND OVER FAI 90.
 OO0456
 OO0456                          STATION RECOVERY (1990)
 OO0456
 OO0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0456'IN AUSTIN, AT THE INTERSECTION OF U.S. HIGHWAY 218 AND INTERSTATE
 OO0456'HIGHWAY 90 (EXIT 180 B), IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE
 OO0456'EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE U.S. HIGHWAY OVERPASS
 OO0456'OF THE INTERSTATE HIGHWAY, 6.2 M (20.3 FT) EAST OF THE CENTERLINE OF
 OO0456'THE U.S. HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE U.S.
 OO0456'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0406 ***********************************************************************
 OO0406  DESIGNATION -  5080 MM
 OO0406  PID         -  OO0406
 OO0406  STATE/COUNTY-  MN/MOWER
 OO0406  COUNTRY     -  US
 OO0406  USGS QUAD   -  DEXTER (1965)
 OO0406
 OO0406                         *CURRENT SURVEY CONTROL
 OO0406  ______________________________________________________________________
 OO0406* NAD 83(1986) POSITION- 43 44 32.     (N) 092 39 59.     (W)   SCALED    
 OO0406* NAVD 88 ORTHO HEIGHT -   420.777  (meters)    1380.50  (feet) ADJUSTED  
 OO0406  ______________________________________________________________________
 OO0406  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 OO0406  DYNAMIC HEIGHT  -        420.676 (meters)     1380.17  (feet) COMP
 OO0406  MODELED GRAVITY -    980,366.4   (mgal)                       NAVD 88
 OO0406
 OO0406  VERT ORDER      -  SECOND    CLASS 0
 OO0406
 OO0406.The horizontal coordinates were scaled from a topographic map and have
 OO0406.an estimated accuracy of +/- 6 seconds.
 OO0406.
 OO0406.The orthometric height was determined by differential leveling and
 OO0406.adjusted in June 1991.
 OO0406
 OO0406.Photographs are available for this station.
 OO0406
 OO0406.The dynamic height is computed by dividing the NAVD 88
 OO0406.geopotential number by the normal gravity value computed on the
 OO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0406.degrees latitude (g = 980.6199 gals.).
 OO0406
 OO0406.The modeled gravity was interpolated from observed gravity values.
 OO0406
 OO0406;                    North         East    Units  Estimated Accuracy
 OO0406;SPC MN S     -   183,350.      907,420.      MT  (+/- 180 meters Scaled)
 OO0406
 OO0406                          SUPERSEDED SURVEY CONTROL
 OO0406
 OO0406  NGVD 29 (??/??/92)  420.746  (m)         1380.40   (f) ADJ UNCH    2 0
 OO0406
 OO0406.Superseded values are not recommended for survey control.
 OO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0406.See file dsdata.txt to determine how the superseded data were derived.
 OO0406
 OO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ268432(NAD 83)
 OO0406
 OO0406_MARKER: DB = BENCH MARK DISK
 OO0406_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0406_SP_SET: MONUMENT
 OO0406_STAMPING: 5080-MM 1966
 OO0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0406
 OO0406  HISTORY     - Date     Condition        Report By
 OO0406  HISTORY     - 1966     MONUMENTED       MNDT
 OO0406  HISTORY     - 1970     GOOD             MNDT
 OO0406
 OO0406                          STATION DESCRIPTION
 OO0406
 OO0406'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0406'2.0 MI NE FROM DEXTER.
 OO0406'MARK IS LOCATED ABOUT 2.9 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0406'AND T.H. 16 (EAST) 1200 FEET NORTHEAST OF COUNTY ROAD 10 (DEADEND) 99
 OO0406'FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION 954+00, 1 FOOT
 OO0406'WEST OF THE RIGHT OF WAY FENCE, 1 FOOT WEST OF A STEEL WITNESS POST,
 OO0406'IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE
 OO0406'GROUND.  NW 1/4 SECTION 8, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0455 ***********************************************************************
 OO0455  DESIGNATION -  5080 N
 OO0455  PID         -  OO0455
 OO0455  STATE/COUNTY-  MN/MOWER
 OO0455  COUNTRY     -  US
 OO0455  USGS QUAD   -  AUSTIN EAST (1982)
 OO0455
 OO0455                         *CURRENT SURVEY CONTROL
 OO0455  ______________________________________________________________________
 OO0455* NAD 83(1986) POSITION- 43 40 25.     (N) 092 55 48.     (W)   SCALED    
 OO0455* NAVD 88 ORTHO HEIGHT -   376.058  (meters)    1233.78  (feet) ADJUSTED  
 OO0455  ______________________________________________________________________
 OO0455  GEOID HEIGHT    -        -29.04  (meters)                     GEOID09
 OO0455  DYNAMIC HEIGHT  -        375.983 (meters)     1233.54  (feet) COMP
 OO0455  MODELED GRAVITY -    980,408.3   (mgal)                       NAVD 88
 OO0455
 OO0455  VERT ORDER      -  SECOND    CLASS 0
 OO0455
 OO0455.The horizontal coordinates were scaled from a topographic map and have
 OO0455.an estimated accuracy of +/- 6 seconds.
 OO0455.
 OO0455.The orthometric height was determined by differential leveling and
 OO0455.adjusted in June 1991.
 OO0455
 OO0455.The dynamic height is computed by dividing the NAVD 88
 OO0455.geopotential number by the normal gravity value computed on the
 OO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0455.degrees latitude (g = 980.6199 gals.).
 OO0455
 OO0455.The modeled gravity was interpolated from observed gravity values.
 OO0455
 OO0455;                    North         East    Units  Estimated Accuracy
 OO0455;SPC MN S     -   175,410.      886,290.      MT  (+/- 180 meters Scaled)
 OO0455
 OO0455                          SUPERSEDED SURVEY CONTROL
 OO0455
 OO0455  NGVD 29 (??/??/92)  376.058  (m)         1233.78   (f) ADJ UNCH    2 0
 OO0455
 OO0455.Superseded values are not recommended for survey control.
 OO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0455.See file dsdata.txt to determine how the superseded data were derived.
 OO0455
 OO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ056356(NAD 83)
 OO0455
 OO0455_MARKER: DD = SURVEY DISK
 OO0455_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0455_SP_SET: BRIDGE
 OO0455_STAMPING: 5080-N 1966
 OO0455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0455
 OO0455  HISTORY     - Date     Condition        Report By
 OO0455  HISTORY     - 1966     MONUMENTED       MNDT
 OO0455  HISTORY     - 1970     GOOD             MNDT
 OO0455
 OO0455                          STATION DESCRIPTION
 OO0455
 OO0455'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0455'IN AUSTIN.
 OO0455'MARK IS LOCATED AT THE EAST CITY LIMITS OF AUSTIN IN THE SOUTHEAST
 OO0455'CORNER OF BRIDGE NO. 9504, 28TH STREET NORTHEAST (COUNTRY CLUB
 OO0455'ENTRANCE) OVER FAI 90.  NW 1/4 SECTION 6, T 102N, R 17W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0405 ***********************************************************************
 OO0405  DESIGNATION -  5080 NN
 OO0405  PID         -  OO0405
 OO0405  STATE/COUNTY-  MN/MOWER
 OO0405  COUNTRY     -  US
 OO0405  USGS QUAD   -  DEXTER (1965)
 OO0405
 OO0405                         *CURRENT SURVEY CONTROL
 OO0405  ______________________________________________________________________
 OO0405* NAD 83(1986) POSITION- 43 44 46.     (N) 092 39 39.     (W)   SCALED    
 OO0405* NAVD 88 ORTHO HEIGHT -   420.603  (meters)    1379.93  (feet) ADJUSTED  
 OO0405  ______________________________________________________________________
 OO0405  GEOID HEIGHT    -        -29.78  (meters)                     GEOID09
 OO0405  DYNAMIC HEIGHT  -        420.502 (meters)     1379.60  (feet) COMP
 OO0405  MODELED GRAVITY -    980,367.0   (mgal)                       NAVD 88
 OO0405
 OO0405  VERT ORDER      -  SECOND    CLASS 0
 OO0405
 OO0405.The horizontal coordinates were scaled from a topographic map and have
 OO0405.an estimated accuracy of +/- 6 seconds.
 OO0405.
 OO0405.The orthometric height was determined by differential leveling and
 OO0405.adjusted in June 1991.
 OO0405
 OO0405.Photographs are available for this station.
 OO0405
 OO0405.The dynamic height is computed by dividing the NAVD 88
 OO0405.geopotential number by the normal gravity value computed on the
 OO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0405.degrees latitude (g = 980.6199 gals.).
 OO0405
 OO0405.The modeled gravity was interpolated from observed gravity values.
 OO0405
 OO0405;                    North         East    Units  Estimated Accuracy
 OO0405;SPC MN S     -   183,790.      907,860.      MT  (+/- 180 meters Scaled)
 OO0405
 OO0405                          SUPERSEDED SURVEY CONTROL
 OO0405
 OO0405  NGVD 29 (??/??/92)  420.572  (m)         1379.83   (f) ADJ UNCH    2 0
 OO0405
 OO0405.Superseded values are not recommended for survey control.
 OO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0405.See file dsdata.txt to determine how the superseded data were derived.
 OO0405
 OO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ273437(NAD 83)
 OO0405
 OO0405_MARKER: DB = BENCH MARK DISK
 OO0405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0405_SP_SET: MONUMENT
 OO0405_STAMPING: 5080-NN 1966
 OO0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0405
 OO0405  HISTORY     - Date     Condition        Report By
 OO0405  HISTORY     - 1966     MONUMENTED       MNDT
 OO0405  HISTORY     - 1970     GOOD             MNDT
 OO0405
 OO0405                          STATION DESCRIPTION
 OO0405
 OO0405'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0405'2.5 MI NE FROM DEXTER.
 OO0405'MARK IS LOCATED ABOUT 3.15 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0405'AND T.H. 16 (EAST) 100 FEET SOUTHWEST OF TOWNSHIP ROAD (DEAD-END) 100
 OO0405'FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION 973+08 AT THE
 OO0405'RIGHT OF WAY FENCE, 2 FEET SOUTH OF A STEEL WITNESS POST, IN THE TOP
 OO0405'OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 5 INCHES ABOVE
 OO0405'GROUND.  NW 1/4 SECTION 8, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0402 ***********************************************************************
 OO0402  DESIGNATION -  5080 NN 1
 OO0402  PID         -  OO0402
 OO0402  STATE/COUNTY-  MN/MOWER
 OO0402  COUNTRY     -  US
 OO0402  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0402
 OO0402                         *CURRENT SURVEY CONTROL
 OO0402  ______________________________________________________________________
 OO0402* NAD 83(1986) POSITION- 43 45 20.     (N) 092 38 58.     (W)   SCALED    
 OO0402* NAVD 88 ORTHO HEIGHT -   418.943  (meters)    1374.48  (feet) ADJUSTED  
 OO0402  ______________________________________________________________________
 OO0402  GEOID HEIGHT    -        -29.80  (meters)                     GEOID09
 OO0402  DYNAMIC HEIGHT  -        418.843 (meters)     1374.15  (feet) COMP
 OO0402  MODELED GRAVITY -    980,368.2   (mgal)                       NAVD 88
 OO0402
 OO0402  VERT ORDER      -  SECOND    CLASS 0
 OO0402
 OO0402.The horizontal coordinates were scaled from a topographic map and have
 OO0402.an estimated accuracy of +/- 6 seconds.
 OO0402.
 OO0402.The orthometric height was determined by differential leveling and
 OO0402.adjusted in June 1991.
 OO0402
 OO0402.The dynamic height is computed by dividing the NAVD 88
 OO0402.geopotential number by the normal gravity value computed on the
 OO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0402.degrees latitude (g = 980.6199 gals.).
 OO0402
 OO0402.The modeled gravity was interpolated from observed gravity values.
 OO0402
 OO0402;                    North         East    Units  Estimated Accuracy
 OO0402;SPC MN S     -   184,850.      908,760.      MT  (+/- 180 meters Scaled)
 OO0402
 OO0402                          SUPERSEDED SURVEY CONTROL
 OO0402
 OO0402  NGVD 29 (??/??/92)  418.913  (m)         1374.38   (f) ADJ UNCH    2 0
 OO0402
 OO0402.Superseded values are not recommended for survey control.
 OO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0402.See file dsdata.txt to determine how the superseded data were derived.
 OO0402
 OO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ282447(NAD 83)
 OO0402
 OO0402_MARKER: DB = BENCH MARK DISK
 OO0402_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0402_SP_SET: MONUMENT
 OO0402_STAMPING: 5080-NN1 1970
 OO0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0402
 OO0402  HISTORY     - Date     Condition        Report By
 OO0402  HISTORY     - 1970     MONUMENTED       MNDT
 OO0402
 OO0402                          STATION DESCRIPTION
 OO0402
 OO0402'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0402'3.3 MI NE FROM DEXTER.
 OO0402'MARK IS LOCATED ABOUT 4.2 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0402'AND T.H. 16 (EAST) 99 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE
 OO0402'STATION 1011+35, 1 FOOT EAST OF THE RIGHT OF WAY FENCE, 2.0 FEET
 OO0402'NORTHEAST OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST
 OO0402'CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  NE 1/4 SECTION 5, T
 OO0402'103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0403 ***********************************************************************
 OO0403  DESIGNATION -  5080 NN 2
 OO0403  PID         -  OO0403
 OO0403  STATE/COUNTY-  MN/MOWER
 OO0403  COUNTRY     -  US
 OO0403  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0403
 OO0403                         *CURRENT SURVEY CONTROL
 OO0403  ______________________________________________________________________
 OO0403* NAD 83(1986) POSITION- 43 45 02.     (N) 092 39 16.     (W)   SCALED    
 OO0403* NAVD 88 ORTHO HEIGHT -   422.983  (meters)    1387.74  (feet) ADJUSTED  
 OO0403  ______________________________________________________________________
 OO0403  GEOID HEIGHT    -        -29.79  (meters)                     GEOID09
 OO0403  DYNAMIC HEIGHT  -        422.881 (meters)     1387.40  (feet) COMP
 OO0403  MODELED GRAVITY -    980,367.6   (mgal)                       NAVD 88
 OO0403
 OO0403  VERT ORDER      -  SECOND    CLASS 0
 OO0403
 OO0403.The horizontal coordinates were scaled from a topographic map and have
 OO0403.an estimated accuracy of +/- 6 seconds.
 OO0403.
 OO0403.The orthometric height was determined by differential leveling and
 OO0403.adjusted in June 1991.
 OO0403
 OO0403.Photographs are available for this station.
 OO0403
 OO0403.The dynamic height is computed by dividing the NAVD 88
 OO0403.geopotential number by the normal gravity value computed on the
 OO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0403.degrees latitude (g = 980.6199 gals.).
 OO0403
 OO0403.The modeled gravity was interpolated from observed gravity values.
 OO0403
 OO0403;                    North         East    Units  Estimated Accuracy
 OO0403;SPC MN S     -   184,290.      908,370.      MT  (+/- 180 meters Scaled)
 OO0403
 OO0403                          SUPERSEDED SURVEY CONTROL
 OO0403
 OO0403  NGVD 29 (??/??/92)  422.952  (m)         1387.64   (f) ADJ UNCH    2 0
 OO0403
 OO0403.Superseded values are not recommended for survey control.
 OO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0403.See file dsdata.txt to determine how the superseded data were derived.
 OO0403
 OO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ278442(NAD 83)
 OO0403
 OO0403_MARKER: DB = BENCH MARK DISK
 OO0403_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0403_SP_SET: MONUMENT
 OO0403_STAMPING: 5080-NN2 1970
 OO0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0403
 OO0403  HISTORY     - Date     Condition        Report By
 OO0403  HISTORY     - 1970     MONUMENTED       MNDT
 OO0403
 OO0403                          STATION DESCRIPTION
 OO0403
 OO0403'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0403'3.0 MI NE FROM DEXTER.
 OO0403'MARK IS LOCATED ABOUT 3.9 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0403'AND T.H. 16 (EAST), 99 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE
 OO0403'STATION 991+00, 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE, 0.5 FEET WEST
 OO0403'OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0403'MONUMENT SET FLUSH WITH THE GROUND.  SE 1/4 SECTION 5, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0454 ***********************************************************************
 OO0454  DESIGNATION -  5080 P
 OO0454  PID         -  OO0454
 OO0454  STATE/COUNTY-  MN/MOWER
 OO0454  COUNTRY     -  US
 OO0454  USGS QUAD   -  AUSTIN EAST (1982)
 OO0454
 OO0454                         *CURRENT SURVEY CONTROL
 OO0454  ______________________________________________________________________
 OO0454* NAD 83(1986) POSITION- 43 40 20.     (N) 092 54 46.     (W)   SCALED    
 OO0454* NAVD 88 ORTHO HEIGHT -   373.146  (meters)    1224.23  (feet) ADJUSTED  
 OO0454  ______________________________________________________________________
 OO0454  GEOID HEIGHT    -        -29.12  (meters)                     GEOID09
 OO0454  DYNAMIC HEIGHT  -        373.069 (meters)     1223.98  (feet) COMP
 OO0454  MODELED GRAVITY -    980,401.0   (mgal)                       NAVD 88
 OO0454
 OO0454  VERT ORDER      -  FIRST     CLASS II
 OO0454
 OO0454.The horizontal coordinates were scaled from a topographic map and have
 OO0454.an estimated accuracy of +/- 6 seconds.
 OO0454.
 OO0454.The orthometric height was determined by differential leveling and
 OO0454.adjusted in June 1991.
 OO0454
 OO0454.The dynamic height is computed by dividing the NAVD 88
 OO0454.geopotential number by the normal gravity value computed on the
 OO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0454.degrees latitude (g = 980.6199 gals.).
 OO0454
 OO0454.The modeled gravity was interpolated from observed gravity values.
 OO0454
 OO0454;                    North         East    Units  Estimated Accuracy
 OO0454;SPC MN S     -   175,280.      887,680.      MT  (+/- 180 meters Scaled)
 OO0454
 OO0454                          SUPERSEDED SURVEY CONTROL
 OO0454
 OO0454  NGVD 29 (??/??/92)  373.143  (m)         1224.22   (f) ADJ UNCH    1 2
 OO0454
 OO0454.Superseded values are not recommended for survey control.
 OO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0454.See file dsdata.txt to determine how the superseded data were derived.
 OO0454
 OO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ070354(NAD 83)
 OO0454
 OO0454_MARKER: DD = SURVEY DISK
 OO0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0454_SP_SET: CONCRETE POST
 OO0454_STAMPING: 5080 P 1966
 OO0454_MARK LOGO: MNHD  
 OO0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0454+STABILITY: SURFACE MOTION
 OO0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0454+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1990
 OO0454
 OO0454  HISTORY     - Date     Condition        Report By
 OO0454  HISTORY     - 1966     MONUMENTED       MNDT
 OO0454  HISTORY     - 1970     GOOD             MNDT
 OO0454  HISTORY     - 19900830 GOOD             NGS
 OO0454
 OO0454                          STATION DESCRIPTION
 OO0454
 OO0454'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0454'0.8 MI E FROM AUSTIN.
 OO0454'MARK IS LOCATED ABOUT 2.3 MILES WEST OF T.H. 56, 110 FEET EAST OF A
 OO0454'SIGN (T.H. 56 - DEXTER EXIT), 98 FEET SOUTH OF FAI 90 EASTBOUND
 OO0454'CENTERLINE STATION 183+25, 2 FEET NORTH OF THE SOUTH RIGHT OF WAY
 OO0454'FENCE, 2 FEET NORTH OF A STEEL WITNESS POST, IN THE TOP OF A CONCRETE
 OO0454'MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  NE 1/4 SECTION 6, T 102N,
 OO0454'R 17W.
 OO0454
 OO0454                          STATION RECOVERY (1990)
 OO0454
 OO0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0454'2.1 KM (1.3 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0454'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, 29.6 M (97.1
 OO0454'FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE EASTBOUND LANES OF
 OO0454'THE HIGHWAY, 3.8 M (12.5 FT) SOUTH-SOUTHEAST OF A 10-INCH SPRUCE TREE
 OO0454'(1990), 0.7 M (2.3 FT) NORTH OF A FENCE, 0.4 M (1.3 FT) NORTHEAST OF
 OO0454'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0401 ***********************************************************************
 OO0401  DESIGNATION -  5080 PP
 OO0401  PID         -  OO0401
 OO0401  STATE/COUNTY-  MN/MOWER
 OO0401  COUNTRY     -  US
 OO0401  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0401
 OO0401                         *CURRENT SURVEY CONTROL
 OO0401  ______________________________________________________________________
 OO0401* NAD 83(1986) POSITION- 43 45 33.     (N) 092 38 43.     (W)   SCALED    
 OO0401* NAVD 88 ORTHO HEIGHT -   415.328  (meters)    1362.62  (feet) ADJUSTED  
 OO0401  ______________________________________________________________________
 OO0401  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 OO0401  DYNAMIC HEIGHT  -        415.229 (meters)     1362.30  (feet) COMP
 OO0401  MODELED GRAVITY -    980,368.7   (mgal)                       NAVD 88
 OO0401
 OO0401  VERT ORDER      -  SECOND    CLASS 0
 OO0401
 OO0401.The horizontal coordinates were scaled from a topographic map and have
 OO0401.an estimated accuracy of +/- 6 seconds.
 OO0401.
 OO0401.The orthometric height was determined by differential leveling and
 OO0401.adjusted in June 1991.
 OO0401
 OO0401.Photographs are available for this station.
 OO0401
 OO0401.The dynamic height is computed by dividing the NAVD 88
 OO0401.geopotential number by the normal gravity value computed on the
 OO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0401.degrees latitude (g = 980.6199 gals.).
 OO0401
 OO0401.The modeled gravity was interpolated from observed gravity values.
 OO0401
 OO0401;                    North         East    Units  Estimated Accuracy
 OO0401;SPC MN S     -   185,260.      909,090.      MT  (+/- 180 meters Scaled)
 OO0401
 OO0401                          SUPERSEDED SURVEY CONTROL
 OO0401
 OO0401  NGVD 29 (??/??/92)  415.298  (m)         1362.52   (f) ADJ UNCH    2 0
 OO0401
 OO0401.Superseded values are not recommended for survey control.
 OO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0401.See file dsdata.txt to determine how the superseded data were derived.
 OO0401
 OO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ285451(NAD 83)
 OO0401
 OO0401_MARKER: DB = BENCH MARK DISK
 OO0401_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0401_SP_SET: MONUMENT
 OO0401_STAMPING: 5080-PP 1966
 OO0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0401
 OO0401  HISTORY     - Date     Condition        Report By
 OO0401  HISTORY     - 1966     MONUMENTED       MNDT
 OO0401  HISTORY     - 1970     GOOD             MNDT
 OO0401
 OO0401                          STATION DESCRIPTION
 OO0401
 OO0401'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0401'3.5 MI NE FROM DEXTER.
 OO0401'MARK IS LOCATED ABOUT 4.5 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0401'AND T.H. 16 (EAST), 900 FEET SOUTHWEST OF A TOWNSHIP ROAD (DEAD-END)
 OO0401'100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 1037+00, AT
 OO0401'THE RIGHT OF WAY FENCE, 1 FOOT EAST OF A STEEL WITNESS POST, IN THE
 OO0401'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OO0401'NW 1/4 SECTION 4, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0400 ***********************************************************************
 OO0400  DESIGNATION -  5080 PP 1
 OO0400  PID         -  OO0400
 OO0400  STATE/COUNTY-  MN/MOWER
 OO0400  COUNTRY     -  US
 OO0400  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0400
 OO0400                         *CURRENT SURVEY CONTROL
 OO0400  ______________________________________________________________________
 OO0400* NAD 83(1986) POSITION- 43 45 36.     (N) 092 38 38.     (W)   SCALED    
 OO0400* NAVD 88 ORTHO HEIGHT -   409.151  (meters)    1342.36  (feet) ADJUSTED  
 OO0400  ______________________________________________________________________
 OO0400  GEOID HEIGHT    -        -29.81  (meters)                     GEOID09
 OO0400  DYNAMIC HEIGHT  -        409.053 (meters)     1342.03  (feet) COMP
 OO0400  MODELED GRAVITY -    980,368.9   (mgal)                       NAVD 88
 OO0400
 OO0400  VERT ORDER      -  SECOND    CLASS 0
 OO0400
 OO0400.The horizontal coordinates were scaled from a topographic map and have
 OO0400.an estimated accuracy of +/- 6 seconds.
 OO0400.
 OO0400.The orthometric height was determined by differential leveling and
 OO0400.adjusted in June 1991.
 OO0400
 OO0400.Photographs are available for this station.
 OO0400
 OO0400.The dynamic height is computed by dividing the NAVD 88
 OO0400.geopotential number by the normal gravity value computed on the
 OO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0400.degrees latitude (g = 980.6199 gals.).
 OO0400
 OO0400.The modeled gravity was interpolated from observed gravity values.
 OO0400
 OO0400;                    North         East    Units  Estimated Accuracy
 OO0400;SPC MN S     -   185,350.      909,200.      MT  (+/- 180 meters Scaled)
 OO0400
 OO0400                          SUPERSEDED SURVEY CONTROL
 OO0400
 OO0400  NGVD 29 (??/??/92)  409.120  (m)         1342.25   (f) ADJ UNCH    2 0
 OO0400
 OO0400.Superseded values are not recommended for survey control.
 OO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0400.See file dsdata.txt to determine how the superseded data were derived.
 OO0400
 OO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ286452(NAD 83)
 OO0400
 OO0400_MARKER: DB = BENCH MARK DISK
 OO0400_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0400_SP_SET: MONUMENT
 OO0400_STAMPING: 5080-PP1 1966
 OO0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0400
 OO0400  HISTORY     - Date     Condition        Report By
 OO0400  HISTORY     - 1966     MONUMENTED       MNDT
 OO0400  HISTORY     - 1970     GOOD             MNDT
 OO0400
 OO0400                          STATION DESCRIPTION
 OO0400
 OO0400'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0400'4.6 MI NE FROM DEXTER.
 OO0400'MARK IS LOCATED ABOUT 4.6 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0400'AND T.H. 16 (EAST), 200 FEET NORTHEAST OF A TOWNSHIP ROAD (DEAD-END
 OO0400'WEST) 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0400'1046+26 AT THE RIGHT OF WAY FENCE, 1 FOOT SOUTH OF A STEEL WITNESS
 OO0400'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 1
 OO0400'INCH ABOVE GROUND.  SW 1/4 SECTION 33, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0446 ***********************************************************************
 OO0446  DESIGNATION -  5080 Q
 OO0446  PID         -  OO0446
 OO0446  STATE/COUNTY-  MN/MOWER
 OO0446  COUNTRY     -  US
 OO0446  USGS QUAD   -  BROWNSDALE (1982)
 OO0446
 OO0446                         *CURRENT SURVEY CONTROL
 OO0446  ______________________________________________________________________
 OO0446* NAD 83(1986) POSITION- 43 40 16.     (N) 092 52 00.     (W)   SCALED    
 OO0446* NAVD 88 ORTHO HEIGHT -   386.439  (meters)    1267.84  (feet) ADJUSTED  
 OO0446  ______________________________________________________________________
 OO0446  GEOID HEIGHT    -        -29.30  (meters)                     GEOID09
 OO0446  DYNAMIC HEIGHT  -        386.353 (meters)     1267.56  (feet) COMP
 OO0446  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 OO0446
 OO0446  VERT ORDER      -  FIRST     CLASS II
 OO0446
 OO0446.The horizontal coordinates were scaled from a topographic map and have
 OO0446.an estimated accuracy of +/- 6 seconds.
 OO0446.
 OO0446.The orthometric height was determined by differential leveling and
 OO0446.adjusted in June 1991.
 OO0446
 OO0446.The dynamic height is computed by dividing the NAVD 88
 OO0446.geopotential number by the normal gravity value computed on the
 OO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0446.degrees latitude (g = 980.6199 gals.).
 OO0446
 OO0446.The modeled gravity was interpolated from observed gravity values.
 OO0446
 OO0446;                    North         East    Units  Estimated Accuracy
 OO0446;SPC MN S     -   175,200.      891,400.      MT  (+/- 180 meters Scaled)
 OO0446
 OO0446                          SUPERSEDED SURVEY CONTROL
 OO0446
 OO0446  NGVD 29 (??/??/92)  386.416  (m)         1267.77   (f) ADJ UNCH    1 2
 OO0446
 OO0446.Superseded values are not recommended for survey control.
 OO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0446.See file dsdata.txt to determine how the superseded data were derived.
 OO0446
 OO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ107353(NAD 83)
 OO0446
 OO0446_MARKER: DB = BENCH MARK DISK
 OO0446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0446_SP_SET: BRIDGE ABUTMENT
 OO0446_STAMPING: 5080 Q 1966
 OO0446_MARK LOGO: MNDT  
 OO0446_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OO0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0446+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 OO0446
 OO0446  HISTORY     - Date     Condition        Report By
 OO0446  HISTORY     - 1966     MONUMENTED       MNDT
 OO0446  HISTORY     - 1970     GOOD             MNDT
 OO0446  HISTORY     - 19900830 GOOD             NGS
 OO0446  HISTORY     - 19911212 GOOD             MNDT
 OO0446
 OO0446                          STATION DESCRIPTION
 OO0446
 OO0446'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0446'3.0 MI E FROM AUSTIN.
 OO0446'MARK IS LOCATED IN THE SOUTHEAST CORNER OF BRIDGE NO. 9505, T.H. 56
 OO0446'OVER FAI 90.  NW 1/4 SECTION 3, T 102N, R 17W.
 OO0446
 OO0446                          STATION RECOVERY (1990)
 OO0446
 OO0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0446'5.7 KM (3.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0446'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, IN TOP OF AND
 OO0446'0.2 M (0.7 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OO0446'STATE HIGHWAY 56 OVERPASS (NUMBER 9505) OF THE INTERSTATE HIGHWAY,
 OO0446'AND 5.9 M (19.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE
 OO0446'STATE HIGHWAY.
 OO0446
 OO0446                          STATION RECOVERY (1991)
 OO0446
 OO0446'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0446'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0399 ***********************************************************************
 OO0399  DESIGNATION -  5080 QQ
 OO0399  PID         -  OO0399
 OO0399  STATE/COUNTY-  MN/MOWER
 OO0399  COUNTRY     -  US
 OO0399  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0399
 OO0399                         *CURRENT SURVEY CONTROL
 OO0399  ______________________________________________________________________
 OO0399* NAD 83(1986) POSITION- 43 45 44.     (N) 092 38 25.     (W)   SCALED    
 OO0399* NAVD 88 ORTHO HEIGHT -   407.445  (meters)    1336.76  (feet) ADJUSTED  
 OO0399  ______________________________________________________________________
 OO0399  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 OO0399  DYNAMIC HEIGHT  -        407.348 (meters)     1336.44  (feet) COMP
 OO0399  MODELED GRAVITY -    980,369.3   (mgal)                       NAVD 88
 OO0399
 OO0399  VERT ORDER      -  SECOND    CLASS 0
 OO0399
 OO0399.The horizontal coordinates were scaled from a topographic map and have
 OO0399.an estimated accuracy of +/- 6 seconds.
 OO0399.
 OO0399.The orthometric height was determined by differential leveling and
 OO0399.adjusted in June 1991.
 OO0399
 OO0399.Photographs are available for this station.
 OO0399
 OO0399.The dynamic height is computed by dividing the NAVD 88
 OO0399.geopotential number by the normal gravity value computed on the
 OO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0399.degrees latitude (g = 980.6199 gals.).
 OO0399
 OO0399.The modeled gravity was interpolated from observed gravity values.
 OO0399
 OO0399;                    North         East    Units  Estimated Accuracy
 OO0399;SPC MN S     -   185,600.      909,490.      MT  (+/- 180 meters Scaled)
 OO0399
 OO0399                          SUPERSEDED SURVEY CONTROL
 OO0399
 OO0399  NGVD 29 (??/??/92)  407.415  (m)         1336.66   (f) ADJ UNCH    2 0
 OO0399
 OO0399.Superseded values are not recommended for survey control.
 OO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0399.See file dsdata.txt to determine how the superseded data were derived.
 OO0399
 OO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ289455(NAD 83)
 OO0399
 OO0399_MARKER: DB = BENCH MARK DISK
 OO0399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0399_SP_SET: CULVERT
 OO0399_STAMPING: 5080-QQ 1966
 OO0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0399
 OO0399  HISTORY     - Date     Condition        Report By
 OO0399  HISTORY     - 1966     MONUMENTED       MNDT
 OO0399  HISTORY     - 1970     GOOD             MNDT
 OO0399
 OO0399                          STATION DESCRIPTION
 OO0399
 OO0399'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0399'4.0 MI NE FROM DEXTER.
 OO0399'MARK IS LOCATED ABOUT 4.8 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0399'AND T.H. 16 (EAST) 1.0 MILES SOUTHWEST OF COUNTY ROAD 1 BRIDGE OVER
 OO0399'FAI 90, IN THE SOUTHEAST CORNER OF THE SOUTHEAST HEADWALL OF A DOUBLE
 OO0399'BOX CULVERT UNDER FAI 90 (NORTH FORK OF BEAR CREEK) AT HIGHWAY STATION
 OO0399'1051+27.  SE 1/4 SECTION 33, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0445 ***********************************************************************
 OO0445  DESIGNATION -  5080 R
 OO0445  PID         -  OO0445
 OO0445  STATE/COUNTY-  MN/MOWER
 OO0445  COUNTRY     -  US
 OO0445  USGS QUAD   -  BROWNSDALE (1982)
 OO0445
 OO0445                         *CURRENT SURVEY CONTROL
 OO0445  ______________________________________________________________________
 OO0445* NAD 83(1986) POSITION- 43 40 20.     (N) 092 51 00.     (W)   SCALED    
 OO0445* NAVD 88 ORTHO HEIGHT -   385.491  (meters)    1264.73  (feet) ADJUSTED  
 OO0445  ______________________________________________________________________
 OO0445  GEOID HEIGHT    -        -29.36  (meters)                     GEOID09
 OO0445  DYNAMIC HEIGHT  -        385.403 (meters)     1264.44  (feet) COMP
 OO0445  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 OO0445
 OO0445  VERT ORDER      -  FIRST     CLASS II
 OO0445
 OO0445.The horizontal coordinates were scaled from a topographic map and have
 OO0445.an estimated accuracy of +/- 6 seconds.
 OO0445.
 OO0445.The orthometric height was determined by differential leveling and
 OO0445.adjusted in June 1991.
 OO0445
 OO0445.The dynamic height is computed by dividing the NAVD 88
 OO0445.geopotential number by the normal gravity value computed on the
 OO0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0445.degrees latitude (g = 980.6199 gals.).
 OO0445
 OO0445.The modeled gravity was interpolated from observed gravity values.
 OO0445
 OO0445;                    North         East    Units  Estimated Accuracy
 OO0445;SPC MN S     -   175,350.      892,740.      MT  (+/- 180 meters Scaled)
 OO0445
 OO0445                          SUPERSEDED SURVEY CONTROL
 OO0445
 OO0445  NGVD 29 (??/??/92)  385.457  (m)         1264.62   (f) ADJ UNCH    1 2
 OO0445
 OO0445.Superseded values are not recommended for survey control.
 OO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0445.See file dsdata.txt to determine how the superseded data were derived.
 OO0445
 OO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ120354(NAD 83)
 OO0445
 OO0445_MARKER: DB = BENCH MARK DISK
 OO0445_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0445_SP_SET: CONCRETE POST
 OO0445_STAMPING: 5080 R 1966
 OO0445_MARK LOGO: MNDT  
 OO0445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0445+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 OO0445
 OO0445  HISTORY     - Date     Condition        Report By
 OO0445  HISTORY     - 1966     MONUMENTED       MNDT
 OO0445  HISTORY     - 1970     GOOD             MNDT
 OO0445  HISTORY     - 19900830 GOOD             NGS
 OO0445  HISTORY     - 19911212 GOOD             MNDT
 OO0445
 OO0445                          STATION DESCRIPTION
 OO0445
 OO0445'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0445'3.8 MI E FROM AUSTIN.
 OO0445'MARK IS LOCATED ABOUT 0.8 MILES WEST OF T.H. 56, 0.2 MILES WEST OF A
 OO0445'TOWNSHIP ROAD (DEAD-END SOUTH), 98 FEET SOUTH OF FAI 90 EASTBOUND
 OO0445'CENTERLINE STATION 346+05, 62 FEET SOUTH OF A SIGN (CO. RD. 20-3) 2
 OO0445'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 1 FOOT NORTH OF A STEEL
 OO0445'WITNESS POST, IN THE TOP OF A CONCRETE MONUMENT PROJECTING 8 INCHES
 OO0445'ABOVE GROUND.  NE 1/4 SECTION 3, T 102N, R 17W.
 OO0445
 OO0445                          STATION RECOVERY (1990)
 OO0445
 OO0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0445'7.1 KM (4.4 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0445'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, 24.9 M (81.7
 OO0445'FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 OO0445'1.7 M (5.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.6 M (2.0 FT) NORTH
 OO0445'OF A FENCE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 OO0445'IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 OO0445
 OO0445                          STATION RECOVERY (1991)
 OO0445
 OO0445'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0445'RECOVERED AS DESCRIBED AND IS AT FAI 90 MP 148.7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0398 ***********************************************************************
 OO0398  DESIGNATION -  5080 RR
 OO0398  PID         -  OO0398
 OO0398  STATE/COUNTY-  MN/MOWER
 OO0398  COUNTRY     -  US
 OO0398  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0398
 OO0398                         *CURRENT SURVEY CONTROL
 OO0398  ______________________________________________________________________
 OO0398* NAD 83(1986) POSITION- 43 45 53.     (N) 092 38 14.     (W)   SCALED    
 OO0398* NAVD 88 ORTHO HEIGHT -   407.108  (meters)    1335.65  (feet) ADJUSTED  
 OO0398  ______________________________________________________________________
 OO0398  GEOID HEIGHT    -        -29.82  (meters)                     GEOID09
 OO0398  DYNAMIC HEIGHT  -        407.011 (meters)     1335.34  (feet) COMP
 OO0398  MODELED GRAVITY -    980,369.7   (mgal)                       NAVD 88
 OO0398
 OO0398  VERT ORDER      -  SECOND    CLASS 0
 OO0398
 OO0398.The horizontal coordinates were scaled from a topographic map and have
 OO0398.an estimated accuracy of +/- 6 seconds.
 OO0398.
 OO0398.The orthometric height was determined by differential leveling and
 OO0398.adjusted in June 1991.
 OO0398
 OO0398.Photographs are available for this station.
 OO0398
 OO0398.The dynamic height is computed by dividing the NAVD 88
 OO0398.geopotential number by the normal gravity value computed on the
 OO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0398.degrees latitude (g = 980.6199 gals.).
 OO0398
 OO0398.The modeled gravity was interpolated from observed gravity values.
 OO0398
 OO0398;                    North         East    Units  Estimated Accuracy
 OO0398;SPC MN S     -   185,890.      909,730.      MT  (+/- 180 meters Scaled)
 OO0398
 OO0398                          SUPERSEDED SURVEY CONTROL
 OO0398
 OO0398  NGVD 29 (??/??/92)  407.077  (m)         1335.55   (f) ADJ UNCH    2 0
 OO0398
 OO0398.Superseded values are not recommended for survey control.
 OO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0398.See file dsdata.txt to determine how the superseded data were derived.
 OO0398
 OO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ292458(NAD 83)
 OO0398
 OO0398_MARKER: DB = BENCH MARK DISK
 OO0398_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0398_SP_SET: MONUMENT
 OO0398_STAMPING: 5080-RR
 OO0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0398
 OO0398  HISTORY     - Date     Condition        Report By
 OO0398  HISTORY     - UNK      MONUMENTED       MNDT
 OO0398  HISTORY     - 1970     GOOD             MNDT
 OO0398
 OO0398                          STATION DESCRIPTION
 OO0398
 OO0398'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0398'4.3 MI NE FROM DEXTER.
 OO0398'MARK IS LOCATED ABOUT 5.0 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0398'AND T.H. 16 (EAST), 0.8 MILES SOUTHWEST OF THE COUNTY ROAD 1 BRIDGE
 OO0398'OVER FAI 90, 100 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0398'1065+00 AT THE RIGHT OF WAY FENCE, 1 FOOT NORTHEAST OF A STEEL WITNESS
 OO0398'POST IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0398'THE GROUND.  NE 1/4 SECTION 33, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0441 ***********************************************************************
 OO0441  DESIGNATION -  5080 S
 OO0441  PID         -  OO0441
 OO0441  STATE/COUNTY-  MN/MOWER
 OO0441  COUNTRY     -  US
 OO0441  USGS QUAD   -  BROWNSDALE (1982)
 OO0441
 OO0441                         *CURRENT SURVEY CONTROL
 OO0441  ______________________________________________________________________
 OO0441* NAD 83(1986) POSITION- 43 40 10.     (N) 092 49 41.     (W)   SCALED    
 OO0441* NAVD 88 ORTHO HEIGHT -   397.477  (meters)    1304.06  (feet) ADJUSTED  
 OO0441  ______________________________________________________________________
 OO0441  GEOID HEIGHT    -        -29.42  (meters)                     GEOID09
 OO0441  DYNAMIC HEIGHT  -        397.385 (meters)     1303.75  (feet) COMP
 OO0441  MODELED GRAVITY -    980,375.7   (mgal)                       NAVD 88
 OO0441
 OO0441  VERT ORDER      -  FIRST     CLASS II
 OO0441
 OO0441.The horizontal coordinates were scaled from a topographic map and have
 OO0441.an estimated accuracy of +/- 6 seconds.
 OO0441.
 OO0441.The orthometric height was determined by differential leveling and
 OO0441.adjusted in June 1991.
 OO0441
 OO0441.The dynamic height is computed by dividing the NAVD 88
 OO0441.geopotential number by the normal gravity value computed on the
 OO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0441.degrees latitude (g = 980.6199 gals.).
 OO0441
 OO0441.The modeled gravity was interpolated from observed gravity values.
 OO0441
 OO0441;                    North         East    Units  Estimated Accuracy
 OO0441;SPC MN S     -   175,060.      894,520.      MT  (+/- 180 meters Scaled)
 OO0441
 OO0441                          SUPERSEDED SURVEY CONTROL
 OO0441
 OO0441  NGVD 29 (??/??/92)  397.442  (m)         1303.94   (f) ADJ UNCH    1 2
 OO0441
 OO0441.Superseded values are not recommended for survey control.
 OO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0441.See file dsdata.txt to determine how the superseded data were derived.
 OO0441
 OO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ138351(NAD 83)
 OO0441
 OO0441_MARKER: DB = BENCH MARK DISK
 OO0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0441_SP_SET: BRIDGE ABUTMENT
 OO0441_STAMPING: 5080 S 1966
 OO0441_MARK LOGO: MNDT  
 OO0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0441+SATELLITE: SATELLITE OBSERVATIONS - December 12, 1991
 OO0441
 OO0441  HISTORY     - Date     Condition        Report By
 OO0441  HISTORY     - 1966     MONUMENTED       MNDT
 OO0441  HISTORY     - 1970     GOOD             MNDT
 OO0441  HISTORY     - 19900830 GOOD             NGS
 OO0441  HISTORY     - 19911212 GOOD             MNDT
 OO0441
 OO0441                          STATION DESCRIPTION
 OO0441
 OO0441'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0441'5.0 MI E FROM AUSTIN.
 OO0441'MARK IS LOCATED ABOUT 2.0 MILES EAST OF T.H. 56, IN THE SOUTHEAST
 OO0441'CORNER OF BRIDGE NO. 50801, COUNTY ROAD 19 OVER FAI 90.  NW 1/4
 OO0441'SECTION 1, T 102N, R 17W.
 OO0441
 OO0441                          STATION RECOVERY (1990)
 OO0441
 OO0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0441'8.9 KM (5.5 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0441'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, IN TOP OF AND
 OO0441'0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OO0441'COUNTY ROAD 19 OVERPASS (NUMBER 50801) OF THE INTERSTATE HIGHWAY, 5.6
 OO0441'M (18.4 FT) EAST OF THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE
 OO0441'LEVEL OF THE ROAD.
 OO0441
 OO0441                          STATION RECOVERY (1991)
 OO0441
 OO0441'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (HTS)
 OO0441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0397 ***********************************************************************
 OO0397  DESIGNATION -  5080 SS
 OO0397  PID         -  OO0397
 OO0397  STATE/COUNTY-  MN/MOWER
 OO0397  COUNTRY     -  US
 OO0397  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0397
 OO0397                         *CURRENT SURVEY CONTROL
 OO0397  ______________________________________________________________________
 OO0397* NAD 83(1986) POSITION- 43 46 10.     (N) 092 37 58.     (W)   SCALED    
 OO0397* NAVD 88 ORTHO HEIGHT -   407.814  (meters)    1337.97  (feet) ADJUSTED  
 OO0397  ______________________________________________________________________
 OO0397  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 OO0397  DYNAMIC HEIGHT  -        407.718 (meters)     1337.65  (feet) COMP
 OO0397  MODELED GRAVITY -    980,370.4   (mgal)                       NAVD 88
 OO0397
 OO0397  VERT ORDER      -  SECOND    CLASS 0
 OO0397
 OO0397.The horizontal coordinates were scaled from a topographic map and have
 OO0397.an estimated accuracy of +/- 6 seconds.
 OO0397.
 OO0397.The orthometric height was determined by differential leveling and
 OO0397.adjusted in June 1991.
 OO0397
 OO0397.Photographs are available for this station.
 OO0397
 OO0397.The dynamic height is computed by dividing the NAVD 88
 OO0397.geopotential number by the normal gravity value computed on the
 OO0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0397.degrees latitude (g = 980.6199 gals.).
 OO0397
 OO0397.The modeled gravity was interpolated from observed gravity values.
 OO0397
 OO0397;                    North         East    Units  Estimated Accuracy
 OO0397;SPC MN S     -   186,420.      910,080.      MT  (+/- 180 meters Scaled)
 OO0397
 OO0397                          SUPERSEDED SURVEY CONTROL
 OO0397
 OO0397  NGVD 29 (??/??/92)  407.784  (m)         1337.87   (f) ADJ UNCH    2 0
 OO0397
 OO0397.Superseded values are not recommended for survey control.
 OO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0397.See file dsdata.txt to determine how the superseded data were derived.
 OO0397
 OO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ295463(NAD 83)
 OO0397
 OO0397_MARKER: DB = BENCH MARK DISK
 OO0397_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0397_SP_SET: MONUMENT
 OO0397_STAMPING: 5080-SS 1966
 OO0397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0397
 OO0397  HISTORY     - Date     Condition        Report By
 OO0397  HISTORY     - 1966     MONUMENTED       MNDT
 OO0397  HISTORY     - 1970     GOOD             MNDT
 OO0397
 OO0397                          STATION DESCRIPTION
 OO0397
 OO0397'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0397'4.5 MI NE FROM DEXTER.
 OO0397'MARK IS LOCATED ABOUT 5.4 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0397'AND T.H. 16 (EAST), 0.5 MILES SOUTHWEST OF THE COUNTY ROAD 1 BRIDGE
 OO0397'OVER FAI 90, 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0397'1085+00 AT THE RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF A STEEL WITNESS
 OO0397'POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH
 OO0397'THE GROUND.  NE 1/4 SECTION 33, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0440 ***********************************************************************
 OO0440  DESIGNATION -  5080 T
 OO0440  PID         -  OO0440
 OO0440  STATE/COUNTY-  MN/MOWER
 OO0440  COUNTRY     -  US
 OO0440  USGS QUAD   -  BROWNSDALE (1982)
 OO0440
 OO0440                         *CURRENT SURVEY CONTROL
 OO0440  ______________________________________________________________________
 OO0440* NAD 83(1986) POSITION- 43 40 10.     (N) 092 48 31.     (W)   SCALED    
 OO0440* NAVD 88 ORTHO HEIGHT -   394.993  (meters)    1295.91  (feet) ADJUSTED  
 OO0440  ______________________________________________________________________
 OO0440  GEOID HEIGHT    -        -29.47  (meters)                     GEOID09
 OO0440  DYNAMIC HEIGHT  -        394.900 (meters)     1295.60  (feet) COMP
 OO0440  MODELED GRAVITY -    980,373.2   (mgal)                       NAVD 88
 OO0440
 OO0440  VERT ORDER      -  SECOND    CLASS 0
 OO0440
 OO0440.The horizontal coordinates were scaled from a topographic map and have
 OO0440.an estimated accuracy of +/- 6 seconds.
 OO0440.
 OO0440.The orthometric height was determined by differential leveling and
 OO0440.adjusted in June 1991.
 OO0440
 OO0440.The dynamic height is computed by dividing the NAVD 88
 OO0440.geopotential number by the normal gravity value computed on the
 OO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0440.degrees latitude (g = 980.6199 gals.).
 OO0440
 OO0440.The modeled gravity was interpolated from observed gravity values.
 OO0440
 OO0440;                    North         East    Units  Estimated Accuracy
 OO0440;SPC MN S     -   175,090.      896,090.      MT  (+/- 180 meters Scaled)
 OO0440
 OO0440                          SUPERSEDED SURVEY CONTROL
 OO0440
 OO0440  NGVD 29 (??/??/92)  394.962  (m)         1295.80   (f) ADJ UNCH    2 0
 OO0440
 OO0440.Superseded values are not recommended for survey control.
 OO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0440.See file dsdata.txt to determine how the superseded data were derived.
 OO0440
 OO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ154351(NAD 83)
 OO0440
 OO0440_MARKER: DD = SURVEY DISK
 OO0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OO0440_SP_SET: MONUMENT
 OO0440_STAMPING: 5080-T 1966
 OO0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0440
 OO0440  HISTORY     - Date     Condition        Report By
 OO0440  HISTORY     - 1966     MONUMENTED       MNDT
 OO0440  HISTORY     - 1970     GOOD             MNDT
 OO0440
 OO0440                          STATION DESCRIPTION
 OO0440
 OO0440'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0440'6.0 MI E FROM AUSTIN.
 OO0440'MARK IS LOCATED ABOUT 3.0 MILES EAST OF T.H. 56, 1.0 MILES WEST OF
 OO0440'COUNTY ROAD 19, 98 FEET SOUTH OF FAI 90 EASTBOUND CENTERLINE STATION
 OO0440'460+20, 33 FEET WEST OF A TOWNSHIP ROAD (DEAD-END SOUTH) 18 FEET NORTH
 OO0440'OF A POWER POLE, 2 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 1 FOOT
 OO0440'SOUTH OF A STEEL WITNESS POST IN THE TOP OF A CONCRETE MONUMENT
 OO0440'PROJECTING 8 INCHES ABOVE GROUND.  NE 1/4 SECTION 1, T 102N, R 17W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0396 ***********************************************************************
 OO0396  DESIGNATION -  5080 TT
 OO0396  PID         -  OO0396
 OO0396  STATE/COUNTY-  MN/MOWER
 OO0396  COUNTRY     -  US
 OO0396  USGS QUAD   -  HIGH FOREST SW (1974)
 OO0396
 OO0396                         *CURRENT SURVEY CONTROL
 OO0396  ______________________________________________________________________
 OO0396* NAD 83(1986) POSITION- 43 46 22.     (N) 092 37 45.     (W)   SCALED    
 OO0396* NAVD 88 ORTHO HEIGHT -   411.345  (meters)    1349.55  (feet) ADJUSTED  
 OO0396  ______________________________________________________________________
 OO0396  GEOID HEIGHT    -        -29.83  (meters)                     GEOID09
 OO0396  DYNAMIC HEIGHT  -        411.248 (meters)     1349.24  (feet) COMP
 OO0396  MODELED GRAVITY -    980,370.9   (mgal)                       NAVD 88
 OO0396
 OO0396  VERT ORDER      -  SECOND    CLASS 0
 OO0396
 OO0396.The horizontal coordinates were scaled from a topographic map and have
 OO0396.an estimated accuracy of +/- 6 seconds.
 OO0396.
 OO0396.The orthometric height was determined by differential leveling and
 OO0396.adjusted in June 1991.
 OO0396
 OO0396.Photographs are available for this station.
 OO0396
 OO0396.The dynamic height is computed by dividing the NAVD 88
 OO0396.geopotential number by the normal gravity value computed on the
 OO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0396.degrees latitude (g = 980.6199 gals.).
 OO0396
 OO0396.The modeled gravity was interpolated from observed gravity values.
 OO0396
 OO0396;                    North         East    Units  Estimated Accuracy
 OO0396;SPC MN S     -   186,790.      910,360.      MT  (+/- 180 meters Scaled)
 OO0396
 OO0396                          SUPERSEDED SURVEY CONTROL
 OO0396
 OO0396  NGVD 29 (??/??/92)  411.314  (m)         1349.45   (f) ADJ UNCH    2 0
 OO0396
 OO0396.Superseded values are not recommended for survey control.
 OO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0396.See file dsdata.txt to determine how the superseded data were derived.
 OO0396
 OO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ298467(NAD 83)
 OO0396
 OO0396_MARKER: DB = BENCH MARK DISK
 OO0396_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0396_SP_SET: MONUMENT
 OO0396_STAMPING: 5080-TT 1966
 OO0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0396
 OO0396  HISTORY     - Date     Condition        Report By
 OO0396  HISTORY     - 1966     MONUMENTED       MNDT
 OO0396  HISTORY     - 1970     GOOD             MNDT
 OO0396
 OO0396                          STATION DESCRIPTION
 OO0396
 OO0396'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0396'6.0 MI NE FROM DEXTER.
 OO0396'MARK IS LOCATED ABOUT 5.8 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0396'AND T.H. 16 (EAST), 0.2 MILES SOUTHWEST OF THE COUNTY ROAD 1 BRIDGE
 OO0396'OVER FAI 90, 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION
 OO0396'1101+00 AT THE RIGHT OF WAY FENCE, 0.5 FEET SOUTHWEST OF A STEEL
 OO0396'WITNESS POST IN THE TOP OF A 6 FOOT PRECAST CONCRETE MONUMENT SET
 OO0396'FLUSH WITH THE GROUND.  NE 1/4 SECTION 33, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0436 ***********************************************************************
 OO0436  DESIGNATION -  5080 U
 OO0436  PID         -  OO0436
 OO0436  STATE/COUNTY-  MN/MOWER
 OO0436  COUNTRY     -  US
 OO0436  USGS QUAD   -  BROWNSDALE (1982)
 OO0436
 OO0436                         *CURRENT SURVEY CONTROL
 OO0436  ______________________________________________________________________
 OO0436* NAD 83(1986) POSITION- 43 40 24.7    (N) 092 47 38.2    (W)   HD_HELD1  
 OO0436* NAVD 88 ORTHO HEIGHT -   401.169  (meters)    1316.17  (feet) ADJUSTED  
 OO0436  ______________________________________________________________________
 OO0436  GEOID HEIGHT    -        -29.51  (meters)                     GEOID09
 OO0436  DYNAMIC HEIGHT  -        401.074 (meters)     1315.86  (feet) COMP
 OO0436  MODELED GRAVITY -    980,371.7   (mgal)                       NAVD 88
 OO0436
 OO0436  VERT ORDER      -  SECOND    CLASS 0
 OO0436
 OO0436.The horizontal coordinates were established by differentially corrected
 OO0436.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0436.
 OO0436.The orthometric height was determined by differential leveling and
 OO0436.adjusted in June 1991.
 OO0436
 OO0436.Photographs are available for this station.
 OO0436
 OO0436.The dynamic height is computed by dividing the NAVD 88
 OO0436.geopotential number by the normal gravity value computed on the
 OO0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0436.degrees latitude (g = 980.6199 gals.).
 OO0436
 OO0436.The modeled gravity was interpolated from observed gravity values.
 OO0436
 OO0436;                    North         East    Units  Estimated Accuracy
 OO0436;SPC MN S     -   175,555.9     897,260.9     MT  (+/- 3 meters HH1 GPS) 
 OO0436
 OO0436                          SUPERSEDED SURVEY CONTROL
 OO0436
 OO0436  NGVD 29 (??/??/92)  401.141  (m)         1316.08   (f) ADJ UNCH    2 0
 OO0436
 OO0436.Superseded values are not recommended for survey control.
 OO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0436.See file dsdata.txt to determine how the superseded data were derived.
 OO0436
 OO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1661035633(NAD 83)
 OO0436
 OO0436_MARKER: DB = BENCH MARK DISK
 OO0436_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0436_SP_SET: BRIDGE ABUTMENT
 OO0436_STAMPING: 5080 U 1966
 OO0436_MARK LOGO: MNHD  
 OO0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0436+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 OO0436
 OO0436  HISTORY     - Date     Condition        Report By
 OO0436  HISTORY     - 1966     MONUMENTED       MNHD
 OO0436  HISTORY     - 1970     GOOD             MNDT
 OO0436  HISTORY     - 20080611 GOOD             MNDT
 OO0436
 OO0436                          STATION DESCRIPTION
 OO0436
 OO0436'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0436'4.2 MI W FROM ELKTON.
 OO0436'MARK IS LOCATED ABOUT 7.0 MILES EAST OF AUSTIN, IN THE SOUTHEAST
 OO0436'CORNER OF BRIDGE NO. 9506, COUNTY ROAD 20 OVER FAI 90.  NE 1/4 SECTION
 OO0436'5, T 102N, R 16W.
 OO0436
 OO0436                          STATION RECOVERY (2008)
 OO0436
 OO0436'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PPM)
 OO0436'THE MARK IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF BROWNSDALE,
 OO0436'5.6 MI (9.0 KM) SOUTHWEST OF DEXTER AND 5.0 MI (8.0 KM)
 OO0436'NORTH-NORTHEAST OF ROSE CREEK.
 OO0436' 
 OO0436'TO REACH TO THE MARK GO 7.3 MI (11.7 KM) EAST ALONG INTERSTATE 90 FROM
 OO0436'THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY 218 IN AUSTIN, AT
 OO0436'INTERSTATE OF 90 MILEPOST 187.60, 19.70 FT (6.0 M) OF EAST OF COUNT
 OO0436'ROAD 20.  7.0 MI (11.3 KM) EAST OF AUSTIN, IN SOUTHEAST CORNER OF
 OO0436'COUNTY ROAD 20 BRIDGE 9506 OVER INTERSTATE HIGHWAY 90.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0394 ***********************************************************************
 OO0394  DESIGNATION -  5080 UU
 OO0394  PID         -  OO0394
 OO0394  STATE/COUNTY-  MN/MOWER
 OO0394  COUNTRY     -  US
 OO0394  USGS QUAD   -  HIGH FOREST (1974)
 OO0394
 OO0394                         *CURRENT SURVEY CONTROL
 OO0394  ______________________________________________________________________
 OO0394* NAD 83(1986) POSITION- 43 46 32.     (N) 092 37 30.     (W)   SCALED    
 OO0394* NAVD 88 ORTHO HEIGHT -   420.131  (meters)    1378.38  (feet) ADJUSTED  
 OO0394  ______________________________________________________________________
 OO0394  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 OO0394  DYNAMIC HEIGHT  -        420.032 (meters)     1378.06  (feet) COMP
 OO0394  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 OO0394
 OO0394  VERT ORDER      -  SECOND    CLASS 0
 OO0394
 OO0394.The horizontal coordinates were scaled from a topographic map and have
 OO0394.an estimated accuracy of +/- 6 seconds.
 OO0394.
 OO0394.The orthometric height was determined by differential leveling and
 OO0394.adjusted in June 1991.
 OO0394
 OO0394.Photographs are available for this station.
 OO0394
 OO0394.The dynamic height is computed by dividing the NAVD 88
 OO0394.geopotential number by the normal gravity value computed on the
 OO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0394.degrees latitude (g = 980.6199 gals.).
 OO0394
 OO0394.The modeled gravity was interpolated from observed gravity values.
 OO0394
 OO0394;                    North         East    Units  Estimated Accuracy
 OO0394;SPC MN S     -   187,110.      910,690.      MT  (+/- 180 meters Scaled)
 OO0394
 OO0394                          SUPERSEDED SURVEY CONTROL
 OO0394
 OO0394  NGVD 29 (??/??/92)  420.100  (m)         1378.28   (f) ADJ UNCH    2 0
 OO0394
 OO0394.Superseded values are not recommended for survey control.
 OO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0394.See file dsdata.txt to determine how the superseded data were derived.
 OO0394
 OO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ301470(NAD 83)
 OO0394
 OO0394_MARKER: DB = BENCH MARK DISK
 OO0394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0394_SP_SET: BRIDGE
 OO0394_STAMPING: 5080-UU 1966
 OO0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0394
 OO0394  HISTORY     - Date     Condition        Report By
 OO0394  HISTORY     - 1966     MONUMENTED       MNDT
 OO0394  HISTORY     - 1970     GOOD             MNDT
 OO0394
 OO0394                          STATION DESCRIPTION
 OO0394
 OO0394'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0394'6.0 MI NE FROM DEXTER.
 OO0394'MARK IS LOCATED ABOUT 5.4 MILES SOUTHWEST OF THE MOWER-OLMSTED COUNTY
 OO0394'LINE AT FAI 90, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9705, COUNTY
 OO0394'ROAD 1 OVER FAI 90.  NW 1/4 SECTION 34, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0435 ***********************************************************************
 OO0435  DESIGNATION -  5080 V
 OO0435  PID         -  OO0435
 OO0435  STATE/COUNTY-  MN/MOWER
 OO0435  COUNTRY     -  US
 OO0435  USGS QUAD   -  BROWNSDALE (1982)
 OO0435
 OO0435                         *CURRENT SURVEY CONTROL
 OO0435  ______________________________________________________________________
 OO0435* NAD 83(1986) POSITION- 43 40 24.9    (N) 092 47 23.8    (W)   HD_HELD1  
 OO0435* NAVD 88 ORTHO HEIGHT -   392.581  (meters)    1287.99  (feet) ADJUSTED  
 OO0435  ______________________________________________________________________
 OO0435  GEOID HEIGHT    -        -29.52  (meters)                     GEOID09
 OO0435  DYNAMIC HEIGHT  -        392.488 (meters)     1287.69  (feet) COMP
 OO0435  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 OO0435
 OO0435  VERT ORDER      -  SECOND    CLASS 0
 OO0435
 OO0435.The horizontal coordinates were established by differentially corrected
 OO0435.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0435.
 OO0435.The orthometric height was determined by differential leveling and
 OO0435.adjusted in June 1991.
 OO0435
 OO0435.Photographs are available for this station.
 OO0435
 OO0435.The dynamic height is computed by dividing the NAVD 88
 OO0435.geopotential number by the normal gravity value computed on the
 OO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0435.degrees latitude (g = 980.6199 gals.).
 OO0435
 OO0435.The modeled gravity was interpolated from observed gravity values.
 OO0435
 OO0435;                    North         East    Units  Estimated Accuracy
 OO0435;SPC MN S     -   175,566.8     897,583.4     MT  (+/- 3 meters HH1 GPS) 
 OO0435
 OO0435                          SUPERSEDED SURVEY CONTROL
 OO0435
 OO0435  NGVD 29 (??/??/92)  392.552  (m)         1287.90   (f) ADJ UNCH    2 0
 OO0435
 OO0435.Superseded values are not recommended for survey control.
 OO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0435.See file dsdata.txt to determine how the superseded data were derived.
 OO0435
 OO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1693335640(NAD 83)
 OO0435
 OO0435_MARKER: DB = BENCH MARK DISK
 OO0435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OO0435_SP_SET: HEADWALL BOX CULVERT
 OO0435_STAMPING: 5080 V 1966
 OO0435_MARK LOGO: MNHD  
 OO0435_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0435+STABILITY: SURFACE MOTION
 OO0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0435+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 OO0435
 OO0435  HISTORY     - Date     Condition        Report By
 OO0435  HISTORY     - 1966     MONUMENTED       MNHD
 OO0435  HISTORY     - 1970     GOOD             MNDT
 OO0435  HISTORY     - 20080611 GOOD             MNDT
 OO0435
 OO0435                          STATION DESCRIPTION
 OO0435
 OO0435'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0435'3.7 MI W FROM ELKTON.
 OO0435'MARK IS LOCATED ABOUT 7.2 MILES EAST OF AUSTIN, 0.2 MILES EAST OF
 OO0435'COUNTY ROAD 20, BRIDGE OVER FAI 90, IN THE SOUTHEAST CORNER OF A
 OO0435'TRIPLE BOX CULVERT UNDER FAI 90 AT ROSE CREEK.  NW 1/4 SECTION 5, T
 OO0435'102N, R 16W.
 OO0435
 OO0435                          STATION RECOVERY (2008)
 OO0435
 OO0435'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PPM)
 OO0435'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF BROWNSDALE,
 OO0435'5.4 MI (8.7 KM) SOUTHWEST OF DEXTER AND 5.1 MI (8.2 KM)
 OO0435'NORTH-NORTHEAST OF ROSE CREEK.
 OO0435' 
 OO0435'TO REACH TO THE MARK GO 3.7 MI (6.0 KM) WEST OF ELKTON, 7.5 MI (12.1
 OO0435'KM) EAST OF AUSTIN, 0.2 MI (0.3 KM) EAST OF COUNTY ROAD 20 BRIDGE OVER
 OO0435'INTERSTATE HIGHWAY 90, IN SOUTHEAST CORNER OF INTERSTATE HIGHWAY 90
 OO0435'TRIPLE BOX CULVERT AT ROSE CREEK.  7.5 MI (12.1 KM) EAST ALONG
 OO0435'INTERSTATE 90 FROM THE JUNCTION OF INTERSTATE 90 AND TRUNK HIGHWAY 218
 OO0435'IN AUSTIN, AT INTERSTATE 90 MILEPOST 187.80.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0392 ***********************************************************************
 OO0392  DESIGNATION -  5080 VV
 OO0392  PID         -  OO0392
 OO0392  STATE/COUNTY-  MN/MOWER
 OO0392  COUNTRY     -  US
 OO0392  USGS QUAD   -  HIGH FOREST (1974)
 OO0392
 OO0392                         *CURRENT SURVEY CONTROL
 OO0392  ______________________________________________________________________
 OO0392* NAD 83(1986) POSITION- 43 46 34.     (N) 092 37 30.     (W)   SCALED    
 OO0392* NAVD 88 ORTHO HEIGHT -   414.648  (meters)    1360.39  (feet) ADJUSTED  
 OO0392  ______________________________________________________________________
 OO0392  GEOID HEIGHT    -        -29.84  (meters)                     GEOID09
 OO0392  DYNAMIC HEIGHT  -        414.550 (meters)     1360.07  (feet) COMP
 OO0392  MODELED GRAVITY -    980,371.5   (mgal)                       NAVD 88
 OO0392
 OO0392  VERT ORDER      -  SECOND    CLASS 0
 OO0392
 OO0392.The horizontal coordinates were scaled from a topographic map and have
 OO0392.an estimated accuracy of +/- 6 seconds.
 OO0392.
 OO0392.The orthometric height was determined by differential leveling and
 OO0392.adjusted in June 1991.
 OO0392
 OO0392.Photographs are available for this station.
 OO0392
 OO0392.The dynamic height is computed by dividing the NAVD 88
 OO0392.geopotential number by the normal gravity value computed on the
 OO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0392.degrees latitude (g = 980.6199 gals.).
 OO0392
 OO0392.The modeled gravity was interpolated from observed gravity values.
 OO0392
 OO0392;                    North         East    Units  Estimated Accuracy
 OO0392;SPC MN S     -   187,170.      910,690.      MT  (+/- 180 meters Scaled)
 OO0392
 OO0392                          SUPERSEDED SURVEY CONTROL
 OO0392
 OO0392  NGVD 29 (??/??/92)  414.616  (m)         1360.29   (f) ADJ UNCH    2 0
 OO0392
 OO0392.Superseded values are not recommended for survey control.
 OO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0392.See file dsdata.txt to determine how the superseded data were derived.
 OO0392
 OO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ301470(NAD 83)
 OO0392
 OO0392_MARKER: DB = BENCH MARK DISK
 OO0392_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0392_SP_SET: MONUMENT
 OO0392_STAMPING: 5080-VV 1966
 OO0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0392
 OO0392  HISTORY     - Date     Condition        Report By
 OO0392  HISTORY     - 1966     MONUMENTED       MNDT
 OO0392  HISTORY     - 1970     GOOD             MNDT
 OO0392
 OO0392                          STATION DESCRIPTION
 OO0392
 OO0392'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0392'6.0 MI NE FROM DEXTER.
 OO0392'MARK IS LOCATED 6.0 MILES NORTHEAST OF THE JUNCTION OF FAI 90 AND T.H.
 OO0392'16 (EAST), 5.4 MILES SOUTHWEST OF THE MOWER-OLMSTED COUNTY LINE AT FAI
 OO0392'90, 125 FEET NORTH OF THE COUNTY ROAD 1 BRIDGE OVER FAI 90, 100 FEET
 OO0392'NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 1116+00 AT THE RIGHT
 OO0392'OF WAY FENCE, 1 FOOT SOUTHWEST OF A STEEL WITNESS POST, IN THE TOP OF
 OO0392'A 6 FOOT PRE-CAST CONCRETE MONUMENT SET 2 INCHES BELOW GROUND. SW 1/4
 OO0392'SECTION 27, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0434 ***********************************************************************
 OO0434  DESIGNATION -  5080 W
 OO0434  PID         -  OO0434
 OO0434  STATE/COUNTY-  MN/MOWER
 OO0434  COUNTRY     -  US
 OO0434  USGS QUAD   -  BROWNSDALE (1982)
 OO0434
 OO0434                         *CURRENT SURVEY CONTROL
 OO0434  ______________________________________________________________________
 OO0434* NAD 83(1986) POSITION- 43 40 27.75   (N) 092 45 48.40   (W)   HD_HELD1  
 OO0434* NAVD 88 ORTHO HEIGHT -   396.060  (meters)    1299.41  (feet) ADJUSTED  
 OO0434  ______________________________________________________________________
 OO0434  GEOID HEIGHT    -        -29.57  (meters)                     GEOID09
 OO0434  DYNAMIC HEIGHT  -        395.966 (meters)     1299.10  (feet) COMP
 OO0434  MODELED GRAVITY -    980,369.9   (mgal)                       NAVD 88
 OO0434
 OO0434  VERT ORDER      -  SECOND    CLASS I
 OO0434
 OO0434.The horizontal coordinates were established by differentially corrected
 OO0434.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 OO0434.
 OO0434.The orthometric height was determined by differential leveling and
 OO0434.adjusted in January 2011.
 OO0434
 OO0434.No vertical observational check was made to the station.
 OO0434
 OO0434.Photographs are available for this station.
 OO0434
 OO0434.The dynamic height is computed by dividing the NAVD 88
 OO0434.geopotential number by the normal gravity value computed on the
 OO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0434.degrees latitude (g = 980.6199 gals.).
 OO0434
 OO0434.The modeled gravity was interpolated from observed gravity values.
 OO0434
 OO0434;                    North         East    Units  Estimated Accuracy
 OO0434;SPC MN S     -   175,686.8     899,719.0     MT  (+/- 3 meters HH1 GPS) 
 OO0434
 OO0434                          SUPERSEDED SURVEY CONTROL
 OO0434
 OO0434  NAVD 88 (06/15/91)  396.046  (m)         1299.36   (f) SUPERSEDED  1 2
 OO0434  NGVD 29 (??/??/92)  396.012  (m)         1299.25   (f) ADJ UNCH    1 2
 OO0434
 OO0434.Superseded values are not recommended for survey control.
 OO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0434.See file dsdata.txt to determine how the superseded data were derived.
 OO0434
 OO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ1906935734(NAD 83)
 OO0434
 OO0434_MARKER: DB = BENCH MARK DISK
 OO0434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0434_SP_SET: BOX CULVERT HEADWALL
 OO0434_STAMPING: 5080 W 1966
 OO0434_MARK LOGO: MNHD  
 OO0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0434+STABILITY: SURFACE MOTION
 OO0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0434+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 OO0434
 OO0434  HISTORY     - Date     Condition        Report By
 OO0434  HISTORY     - 1966     MONUMENTED       MNDT
 OO0434  HISTORY     - 1970     GOOD             MNDT
 OO0434  HISTORY     - 19900830 GOOD             NGS
 OO0434  HISTORY     - 20080611 GOOD             MNDT
 OO0434
 OO0434                          STATION DESCRIPTION
 OO0434
 OO0434'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0434'2.6 MI W FROM ELKTON.
 OO0434'MARK IS LOCATED ABOUT 8.3 MILES EAST OF AUSTIN, 1.5 MILES EAST OF
 OO0434'COUNTY ROAD 20, BRIDGE OVER FAI 90, IN THE SOUTHEAST CORNER OF A
 OO0434'TRIPLE BOX CULVERT UNDER FAI 90 AT ROSE CREEK.  NW 1/4 SECTION 4, T
 OO0434'102N, R 16W.
 OO0434
 OO0434                          STATION RECOVERY (1990)
 OO0434
 OO0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0434'14.2 KM (8.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0434'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, IN TOP OF AND
 OO0434'0.2 M (0.7 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF
 OO0434'A MULTI-BOX CULVERT SPANNING ROSE CREEK, 11.4 M (37.4 FT) SOUTH OF
 OO0434'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND 1.3 M (4.3
 OO0434'FT) BELOW THE LEVEL OF THE HIGHWAY.
 OO0434
 OO0434                          STATION RECOVERY (2008)
 OO0434
 OO0434'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MPP)
 OO0434'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0390 ***********************************************************************
 OO0390  DESIGNATION -  5080 WW
 OO0390  PID         -  OO0390
 OO0390  STATE/COUNTY-  MN/MOWER
 OO0390  COUNTRY     -  US
 OO0390  USGS QUAD   -  HIGH FOREST (1974)
 OO0390
 OO0390                         *CURRENT SURVEY CONTROL
 OO0390  ______________________________________________________________________
 OO0390* NAD 83(1986) POSITION- 43 47 06.     (N) 092 36 48.     (W)   SCALED    
 OO0390* NAVD 88 ORTHO HEIGHT -   414.695  (meters)    1360.55  (feet) ADJUSTED  
 OO0390  ______________________________________________________________________
 OO0390  GEOID HEIGHT    -        -29.86  (meters)                     GEOID09
 OO0390  DYNAMIC HEIGHT  -        414.598 (meters)     1360.23  (feet) COMP
 OO0390  MODELED GRAVITY -    980,373.3   (mgal)                       NAVD 88
 OO0390
 OO0390  VERT ORDER      -  SECOND    CLASS 0
 OO0390
 OO0390.The horizontal coordinates were scaled from a topographic map and have
 OO0390.an estimated accuracy of +/- 6 seconds.
 OO0390.
 OO0390.The orthometric height was determined by differential leveling and
 OO0390.adjusted in June 1991.
 OO0390
 OO0390.Photographs are available for this station.
 OO0390
 OO0390.The dynamic height is computed by dividing the NAVD 88
 OO0390.geopotential number by the normal gravity value computed on the
 OO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0390.degrees latitude (g = 980.6199 gals.).
 OO0390
 OO0390.The modeled gravity was interpolated from observed gravity values.
 OO0390
 OO0390;                    North         East    Units  Estimated Accuracy
 OO0390;SPC MN S     -   188,170.      911,620.      MT  (+/- 180 meters Scaled)
 OO0390
 OO0390                          SUPERSEDED SURVEY CONTROL
 OO0390
 OO0390  NGVD 29 (??/??/92)  414.664  (m)         1360.44   (f) ADJ UNCH    2 0
 OO0390
 OO0390.Superseded values are not recommended for survey control.
 OO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0390.See file dsdata.txt to determine how the superseded data were derived.
 OO0390
 OO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ311480(NAD 83)
 OO0390
 OO0390_MARKER: DB = BENCH MARK DISK
 OO0390_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0390_SP_SET: MONUMENT
 OO0390_STAMPING: 5080-WW 1966
 OO0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0390
 OO0390  HISTORY     - Date     Condition        Report By
 OO0390  HISTORY     - 1966     MONUMENTED       MNDT
 OO0390  HISTORY     - 1970     GOOD             MNDT
 OO0390
 OO0390                          STATION DESCRIPTION
 OO0390
 OO0390'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0390'6.5 MI NE FROM DEXTER.
 OO0390'MARK IS LOCATED 4.2 MILES SOUTHWEST OF THE MOWER-OLMSTED COUNTY LINE
 OO0390'AT FAI 90, 1.1 MILES NORTHEAST OF THE COUNTY ROAD 1 BRIDGE OVER FAI
 OO0390'90, 100 FEET SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION 1158+00
 OO0390'AT THE RIGHT OF WAY FENCE, 1 FOOT SOUTHWEST OF A STEEL WITNESS POST IN
 OO0390'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 4 INCHES
 OO0390'ABOVE GROUND.  NE 1/4 SECTION 27, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0430 ***********************************************************************
 OO0430  DESIGNATION -  5080 X
 OO0430  PID         -  OO0430
 OO0430  STATE/COUNTY-  MN/MOWER
 OO0430  COUNTRY     -  US
 OO0430  USGS QUAD   -  DEXTER (1965)
 OO0430
 OO0430                         *CURRENT SURVEY CONTROL
 OO0430  ______________________________________________________________________
 OO0430* NAD 83(1986) POSITION- 43 40 29.     (N) 092 44 56.     (W)   SCALED    
 OO0430* NAVD 88 ORTHO HEIGHT -   407.109  (meters)    1335.66  (feet) ADJUSTED  
 OO0430  ______________________________________________________________________
 OO0430  GEOID HEIGHT    -        -29.60  (meters)                     GEOID09
 OO0430  DYNAMIC HEIGHT  -        407.012 (meters)     1335.34  (feet) COMP
 OO0430  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 OO0430
 OO0430  VERT ORDER      -  SECOND    CLASS I
 OO0430
 OO0430.The horizontal coordinates were scaled from a topographic map and have
 OO0430.an estimated accuracy of +/- 6 seconds.
 OO0430.
 OO0430.The orthometric height was determined by differential leveling and
 OO0430.adjusted in January 2011.
 OO0430
 OO0430.WARNING-Repeat measurements at this control monument indicate possible
 OO0430.vertical movement.
 OO0430
 OO0430.Photographs are available for this station.
 OO0430
 OO0430.The dynamic height is computed by dividing the NAVD 88
 OO0430.geopotential number by the normal gravity value computed on the
 OO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0430.degrees latitude (g = 980.6199 gals.).
 OO0430
 OO0430.The modeled gravity was interpolated from observed gravity values.
 OO0430
 OO0430;                    North         East    Units  Estimated Accuracy
 OO0430;SPC MN S     -   175,740.      900,890.      MT  (+/- 180 meters Scaled)
 OO0430
 OO0430                          SUPERSEDED SURVEY CONTROL
 OO0430
 OO0430  NAVD 88 (06/15/91)  407.094  (m)         1335.61   (f) SUPERSEDED  1 2
 OO0430  NGVD 29 (??/??/92)  407.051  (m)         1335.47   (f) ADJ UNCH    1 2
 OO0430
 OO0430.Superseded values are not recommended for survey control.
 OO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0430.See file dsdata.txt to determine how the superseded data were derived.
 OO0430
 OO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ202357(NAD 83)
 OO0430
 OO0430_MARKER: DB = BENCH MARK DISK
 OO0430_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OO0430_SP_SET: BRIDGE ABUTMENT
 OO0430_STAMPING: 5080 X 1966
 OO0430_MARK LOGO: MNHD  
 OO0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 OO0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OO0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0430+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 OO0430
 OO0430  HISTORY     - Date     Condition        Report By
 OO0430  HISTORY     - 1966     MONUMENTED       MNDT
 OO0430  HISTORY     - 1970     GOOD             MNDT
 OO0430  HISTORY     - 19900830 GOOD             NGS
 OO0430  HISTORY     - 20070508 GOOD             MNDT
 OO0430
 OO0430                          STATION DESCRIPTION
 OO0430
 OO0430'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0430'2.1 MI NW FROM ELKTON.
 OO0430'MARK IS LOCATED ABOUT 3.5 MILES SOUTHWEST OF THE JUNCTION OF FAI 90
 OO0430'AND T.H. 16 (EAST) 2.3 MILES EAST OF COUNTY ROAD 20 BRIDGE OVER FAI
 OO0430'90, IN THE SOUTHEAST CORNER OF BRIDGE NO. 9507, A TOWNSHIP ROAD OVER
 OO0430'FAI 90.  SW 1/4 SECTION 34, T 103N, R 16W.
 OO0430
 OO0430                          STATION RECOVERY (1990)
 OO0430
 OO0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OO0430'15.4 KM (9.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 90 FROM THE
 OO0430'JUNCTION OF U.S. HIGHWAY 218 (EXIT 180 B) IN AUSTIN, IN TOP OF AND
 OO0430'1.9 M (6.2 FT) WEST OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
 OO0430'A COUNTY ROAD OVERPASS (NUMBER 9507) OF THE INTERSTATE HIGHWAY, 8.0 M
 OO0430'(26.2 FT) EAST OF THE CENTERLINE OF THE ROAD, AND 0.3 M (1.0 FT)
 OO0430'BELOW THE LEVEL OF THE ROAD.
 OO0430
 OO0430                          STATION RECOVERY (2007)
 OO0430
 OO0430'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (PJO)
 OO0430'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4187 ***********************************************************************
 DM4187  DESIGNATION -  5080 X 1
 DM4187  PID         -  DM4187
 DM4187  STATE/COUNTY-  MN/MOWER
 DM4187  COUNTRY     -  US
 DM4187  USGS QUAD   -  DEXTER (1965)
 DM4187
 DM4187                         *CURRENT SURVEY CONTROL
 DM4187  ______________________________________________________________________
 DM4187* NAD 83(1986) POSITION- 43 39 34.     (N) 092 44 20.     (W)   SCALED    
 DM4187* NAVD 88 ORTHO HEIGHT -   407.506  (meters)    1336.96  (feet) ADJUSTED  
 DM4187  ______________________________________________________________________
 DM4187  GEOID HEIGHT    -        -29.60  (meters)                     GEOID09
 DM4187  DYNAMIC HEIGHT  -        407.409 (meters)     1336.64  (feet) COMP
 DM4187  MODELED GRAVITY -    980,369.2   (mgal)                       NAVD 88
 DM4187
 DM4187  VERT ORDER      -  SECOND    CLASS I
 DM4187
 DM4187.The horizontal coordinates were scaled from a topographic map and have
 DM4187.an estimated accuracy of +/- 6 seconds.
 DM4187.
 DM4187.The orthometric height was determined by differential leveling and
 DM4187.adjusted in January 2011.
 DM4187
 DM4187.The dynamic height is computed by dividing the NAVD 88
 DM4187.geopotential number by the normal gravity value computed on the
 DM4187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4187.degrees latitude (g = 980.6199 gals.).
 DM4187
 DM4187.The modeled gravity was interpolated from observed gravity values.
 DM4187
 DM4187;                    North         East    Units  Estimated Accuracy
 DM4187;SPC MN S     -   174,060.      901,730.      MT  (+/- 180 meters Scaled)
 DM4187
 DM4187                          SUPERSEDED SURVEY CONTROL
 DM4187
 DM4187.No superseded survey control is available for this station.
 DM4187
 DM4187_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ210340(NAD 83)
 DM4187
 DM4187_MARKER: DD = SURVEY DISK
 DM4187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4187_STAMPING: 5080 X 1 2007
 DM4187_MARK LOGO: MNDT  
 DM4187_PROJECTION: FLUSH
 DM4187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4187+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4187_ROD/PIPE-DEPTH:  7.6 meters
 DM4187
 DM4187  HISTORY     - Date     Condition        Report By
 DM4187  HISTORY     - 2007     MONUMENTED       MNDT
 DM4187
 DM4187                          STATION DESCRIPTION
 DM4187
 DM4187'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4187'THE MARK IS 1.5 MI (2.4 KM) WEST OF ELKTON, 1.5 MI (2.4 KM) WEST ALONG
 DM4187'210TH STREET FROM THE JUNCTION OF 210TH STREET AND COUNTY ROAD 7 AT
 DM4187'ELKTON.
 DM4187' 
 DM4187'IT IS 36.0 FT (11.0 M) NORTH OF 210 TRUNK HIGHWAY STREET, 25.0 FT (7.6
 DM4187'M) EAST OF A FIELD ENTRANCE, 12 FT (3.7 M) NORTHWEST OF POWER POLE,
 DM4187'1.0 FT (0.3 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4186 ***********************************************************************
 DM4186  DESIGNATION -  5080 X 2
 DM4186  PID         -  DM4186
 DM4186  STATE/COUNTY-  MN/MOWER
 DM4186  COUNTRY     -  US
 DM4186  USGS QUAD   -  DEXTER (1965)
 DM4186
 DM4186                         *CURRENT SURVEY CONTROL
 DM4186  ______________________________________________________________________
 DM4186* NAD 83(1986) POSITION- 43 39 33.     (N) 092 43 05.     (W)   SCALED    
 DM4186* NAVD 88 ORTHO HEIGHT -   407.000  (meters)    1335.30  (feet) ADJUSTED  
 DM4186  ______________________________________________________________________
 DM4186  GEOID HEIGHT    -        -29.64  (meters)                     GEOID09
 DM4186  DYNAMIC HEIGHT  -        406.903 (meters)     1334.98  (feet) COMP
 DM4186  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 DM4186
 DM4186  VERT ORDER      -  SECOND    CLASS I
 DM4186
 DM4186.The horizontal coordinates were scaled from a topographic map and have
 DM4186.an estimated accuracy of +/- 6 seconds.
 DM4186.
 DM4186.The orthometric height was determined by differential leveling and
 DM4186.adjusted in January 2011.
 DM4186
 DM4186.The dynamic height is computed by dividing the NAVD 88
 DM4186.geopotential number by the normal gravity value computed on the
 DM4186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4186.degrees latitude (g = 980.6199 gals.).
 DM4186
 DM4186.The modeled gravity was interpolated from observed gravity values.
 DM4186
 DM4186;                    North         East    Units  Estimated Accuracy
 DM4186;SPC MN S     -   174,050.      903,410.      MT  (+/- 180 meters Scaled)
 DM4186
 DM4186                          SUPERSEDED SURVEY CONTROL
 DM4186
 DM4186.No superseded survey control is available for this station.
 DM4186
 DM4186_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ227340(NAD 83)
 DM4186
 DM4186_MARKER: DD = SURVEY DISK
 DM4186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4186_SP_SET: BRIDGE DECK
 DM4186_STAMPING: 5080 X 2 2007
 DM4186_MARK LOGO: MNDT  
 DM4186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4186+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4186
 DM4186  HISTORY     - Date     Condition        Report By
 DM4186  HISTORY     - 2007     MONUMENTED       MNDT
 DM4186
 DM4186                          STATION DESCRIPTION
 DM4186
 DM4186'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4186'THE MARK IS 0.5 MILE SOUTHWEST OF ELKTON, IN BRIDGE DECK IN SOUTHEAST
 DM4186'CORNER OF 210TH STREET OVER SCHWERIN CREEK, 0.4 MILE WEST ALONG 210TH
 DM4186'STREET FROM JUNCTION OF 210TH STREET AND COUNTY ROAD 7 AT ELKTON, 12
 DM4186'FEET SOUTH OF 210TH STREET.  DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4185 ***********************************************************************
 DM4185  DESIGNATION -  5080 X 3
 DM4185  PID         -  DM4185
 DM4185  STATE/COUNTY-  MN/MOWER
 DM4185  COUNTRY     -  US
 DM4185  USGS QUAD   -  DEXTER (1965)
 DM4185
 DM4185                         *CURRENT SURVEY CONTROL
 DM4185  ______________________________________________________________________
 DM4185* NAD 83(1986) POSITION- 43 39 29.     (N) 092 41 20.     (W)   SCALED    
 DM4185* NAVD 88 ORTHO HEIGHT -   428.717  (meters)    1406.55  (feet) ADJUSTED  
 DM4185  ______________________________________________________________________
 DM4185  GEOID HEIGHT    -        -29.68  (meters)                     GEOID09
 DM4185  DYNAMIC HEIGHT  -        428.615 (meters)     1406.21  (feet) COMP
 DM4185  MODELED GRAVITY -    980,368.6   (mgal)                       NAVD 88
 DM4185
 DM4185  VERT ORDER      -  SECOND    CLASS I
 DM4185
 DM4185.The horizontal coordinates were scaled from a topographic map and have
 DM4185.an estimated accuracy of +/- 6 seconds.
 DM4185.
 DM4185.The orthometric height was determined by differential leveling and
 DM4185.adjusted in January 2011.
 DM4185
 DM4185.The dynamic height is computed by dividing the NAVD 88
 DM4185.geopotential number by the normal gravity value computed on the
 DM4185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4185.degrees latitude (g = 980.6199 gals.).
 DM4185
 DM4185.The modeled gravity was interpolated from observed gravity values.
 DM4185
 DM4185;                    North         East    Units  Estimated Accuracy
 DM4185;SPC MN S     -   173,970.      905,760.      MT  (+/- 180 meters Scaled)
 DM4185
 DM4185                          SUPERSEDED SURVEY CONTROL
 DM4185
 DM4185.No superseded survey control is available for this station.
 DM4185
 DM4185_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ250339(NAD 83)
 DM4185
 DM4185_MARKER: DD = SURVEY DISK
 DM4185_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4185_STAMPING: 5080 X 3 2007
 DM4185_MARK LOGO: MNDT  
 DM4185_PROJECTION: FLUSH
 DM4185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4185+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4185_ROD/PIPE-DEPTH:  7.6 meters
 DM4185
 DM4185  HISTORY     - Date     Condition        Report By
 DM4185  HISTORY     - 2007     MONUMENTED       MNDT
 DM4185
 DM4185                          STATION DESCRIPTION
 DM4185
 DM4185'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4185'THE MARK IS 1.0 MI (1.6 KM) EAST OF ELKTON, 1.0 MI (1.6 KM) EAST ALONG
 DM4185'210TH STREET FROM THE JUNCTION OF 210TH STREET AND COUNTY ROAD 7 AT
 DM4185'ELKTON, THENCE 0.05 MI (0.1 KM) SOUTH ON 680TH AVENUE.
 DM4185' 
 DM4185'IT IS 140 FT (42.7 M) EAST OF 680TH AVENUE, 65.0 FT (19.8 M) SOUTH OF
 DM4185'DRIVEWAY NUMBER 20934, 57.5 FT (17.5 M) SOUTHWEST OF THE SOUTHWEST
 DM4185'CORNER OF CHAIN LINK FENCE, 2.0 FT (0.6 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4184 ***********************************************************************
 DM4184  DESIGNATION -  5080 X 4
 DM4184  PID         -  DM4184
 DM4184  STATE/COUNTY-  MN/MOWER
 DM4184  COUNTRY     -  US
 DM4184  USGS QUAD   -  DEXTER (1965)
 DM4184
 DM4184                         *CURRENT SURVEY CONTROL
 DM4184  ______________________________________________________________________
 DM4184* NAD 83(1986) POSITION- 43 40 51.     (N) 092 41 21.     (W)   SCALED    
 DM4184* NAVD 88 ORTHO HEIGHT -   436.883  (meters)    1433.34  (feet) ADJUSTED  
 DM4184  ______________________________________________________________________
 DM4184  GEOID HEIGHT    -        -29.70  (meters)                     GEOID09
 DM4184  DYNAMIC HEIGHT  -        436.778 (meters)     1433.00  (feet) COMP
 DM4184  MODELED GRAVITY -    980,367.2   (mgal)                       NAVD 88
 DM4184
 DM4184  VERT ORDER      -  SECOND    CLASS I
 DM4184
 DM4184.The horizontal coordinates were scaled from a topographic map and have
 DM4184.an estimated accuracy of +/- 6 seconds.
 DM4184.
 DM4184.The orthometric height was determined by differential leveling and
 DM4184.adjusted in January 2011.
 DM4184
 DM4184.The dynamic height is computed by dividing the NAVD 88
 DM4184.geopotential number by the normal gravity value computed on the
 DM4184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4184.degrees latitude (g = 980.6199 gals.).
 DM4184
 DM4184.The modeled gravity was interpolated from observed gravity values.
 DM4184
 DM4184;                    North         East    Units  Estimated Accuracy
 DM4184;SPC MN S     -   176,500.      905,700.      MT  (+/- 180 meters Scaled)
 DM4184
 DM4184                          SUPERSEDED SURVEY CONTROL
 DM4184
 DM4184.No superseded survey control is available for this station.
 DM4184
 DM4184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ250364(NAD 83)
 DM4184
 DM4184_MARKER: DD = SURVEY DISK
 DM4184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4184_STAMPING: 5080 X 4 2007
 DM4184_MARK LOGO: MNDT  
 DM4184_PROJECTION: FLUSH
 DM4184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4184+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4184_ROD/PIPE-DEPTH:  6.1 meters
 DM4184
 DM4184  HISTORY     - Date     Condition        Report By
 DM4184  HISTORY     - 2007     MONUMENTED       MNDT
 DM4184
 DM4184                          STATION DESCRIPTION
 DM4184
 DM4184'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4184'THE MARK IS 2.5 MILES SOUTH SOUTHEAST OF DEXTER, 0.50 MILE EAST ALONG
 DM4184'TRUNK HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND INTERSTATE
 DM4184'90 (0.50 MILE SOUTHEAST OF DEXTER), TO TRUNK HIGHWAY 16 MILEPOINT
 DM4184'199.60, THENCE 2.0 MILES SOUTH ON 680TH AVENUE.
 DM4184' 
 DM4184'IT IS 36.0 FEET EAST OF 680TH AVENUE, 16.0 FEET NORTH OF FIELD
 DM4184'ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DM4183 ***********************************************************************
 DM4183  DESIGNATION -  5080 X 5
 DM4183  PID         -  DM4183
 DM4183  STATE/COUNTY-  MN/MOWER
 DM4183  COUNTRY     -  US
 DM4183  USGS QUAD   -  DEXTER (1965)
 DM4183
 DM4183                         *CURRENT SURVEY CONTROL
 DM4183  ______________________________________________________________________
 DM4183* NAD 83(1986) POSITION- 43 41 43.     (N) 092 41 22.     (W)   SCALED    
 DM4183* NAVD 88 ORTHO HEIGHT -   430.132  (meters)    1411.19  (feet) ADJUSTED  
 DM4183  ______________________________________________________________________
 DM4183  GEOID HEIGHT    -        -29.71  (meters)                     GEOID09
 DM4183  DYNAMIC HEIGHT  -        430.029 (meters)     1410.85  (feet) COMP
 DM4183  MODELED GRAVITY -    980,366.3   (mgal)                       NAVD 88
 DM4183
 DM4183  VERT ORDER      -  SECOND    CLASS I
 DM4183
 DM4183.The horizontal coordinates were scaled from a topographic map and have
 DM4183.an estimated accuracy of +/- 6 seconds.
 DM4183.
 DM4183.The orthometric height was determined by differential leveling and
 DM4183.adjusted in January 2011.
 DM4183
 DM4183.The dynamic height is computed by dividing the NAVD 88
 DM4183.geopotential number by the normal gravity value computed on the
 DM4183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4183.degrees latitude (g = 980.6199 gals.).
 DM4183
 DM4183.The modeled gravity was interpolated from observed gravity values.
 DM4183
 DM4183;                    North         East    Units  Estimated Accuracy
 DM4183;SPC MN S     -   178,100.      905,650.      MT  (+/- 180 meters Scaled)
 DM4183
 DM4183                          SUPERSEDED SURVEY CONTROL
 DM4183
 DM4183.No superseded survey control is available for this station.
 DM4183
 DM4183_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ250380(NAD 83)
 DM4183
 DM4183_MARKER: DD = SURVEY DISK
 DM4183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM4183_STAMPING: 5080 X 5 2007
 DM4183_MARK LOGO: MNDT  
 DM4183_PROJECTION: FLUSH
 DM4183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4183+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DM4183_ROD/PIPE-DEPTH:  6.1 meters
 DM4183
 DM4183  HISTORY     - Date     Condition        Report By
 DM4183  HISTORY     - 2007     MONUMENTED       MNDT
 DM4183
 DM4183                          STATION DESCRIPTION
 DM4183
 DM4183'DESCRIBED BY MN DEPT OF TRANSP 2007
 DM4183'THE MARK IS 1.5 MILES SOUTHEAST OF DEXTER, 0.50 MILE EAST ALONG TRUNK
 DM4183'HIGHWAY 16 FROM THE JUNCTION OF TRUNK HIGHWAY 16 AND INTERSTATE 90
 DM4183'(0.50 MILE SOUTHEAST OF DEXTER), TO TRUNK HIGHWAY 16 MILEPOINT 199.60,
 DM4183'THENCE 1.0 MILE SOUTH ON 680TH AVENUE.
 DM4183' 
 DM4183'IT IS 50.0 FEET WEST OF 680TH AVENUE, 2.5 FEET SOUTH OF EXTENDED
 DM4183'CENTER LINE OF 235TH STREET, 16.5 FEET WEST OF POWER POLE WITH 2 GUY
 DM4183'WIRES, 15.0 FEET SOUTH OF FIELD ENTRANCE, 2.0 FEET EAST OF WITNESS
 DM4183'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0389 ***********************************************************************
 OO0389  DESIGNATION -  5080 XX
 OO0389  PID         -  OO0389
 OO0389  STATE/COUNTY-  MN/MOWER
 OO0389  COUNTRY     -  US
 OO0389  USGS QUAD   -  HIGH FOREST (1974)
 OO0389
 OO0389                         *CURRENT SURVEY CONTROL
 OO0389  ______________________________________________________________________
 OO0389* NAD 83(2007) POSITION- 43 47 31.67113(N) 092 36 14.89991(W)   ADJUSTED  
 OO0389* NAD 83(2007) ELLIP HT-   378.825 (meters)        (02/10/07)   ADJUSTED
 OO0389* NAD 83(2007) EPOCH   -  2002.00
 OO0389* NAVD 88 ORTHO HEIGHT -   408.627  (meters)    1340.64  (feet) ADJUSTED  
 OO0389  ______________________________________________________________________
 OO0389  NAD 83(2007) X  -   -209,536.179 (meters)                     COMP
 OO0389  NAD 83(2007) Y  - -4,607,001.122 (meters)                     COMP
 OO0389  NAD 83(2007) Z  -  4,391,710.561 (meters)                     COMP
 OO0389  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC09
 OO0389  GEOID HEIGHT    -        -29.87  (meters)                     GEOID09
 OO0389  DYNAMIC HEIGHT  -        408.532 (meters)     1340.33  (feet) COMP
 OO0389  MODELED GRAVITY -    980,375.1   (mgal)                       NAVD 88
 OO0389
 OO0389  VERT ORDER      -  SECOND    CLASS 0
 OO0389
 OO0389  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0389  Type                                         Horiz  Ellip  Dist(km)
 OO0389  -------------------------------------------------------------------
 OO0389  NETWORK                                       0.59   0.61
 OO0389  -------------------------------------------------------------------
 OO0389  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.35      1.87
 OO0389  -------------------------------------------------------------------
 OO0389  NOTE: Click here for information on individual local accuracy
 OO0389  values and other accuracy information.
 OO0389
 OO0389
 OO0389.The horizontal coordinates were established by GPS observations
 OO0389.and adjusted by the National Geodetic Survey in February 2007.
 OO0389
 OO0389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0389.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0389
 OO0389.The horizontal coordinates are valid at the epoch date displayed above
 OO0389.which is a decimal equivalence of Year/Month/Day.
 OO0389
 OO0389.The orthometric height was determined by differential leveling and
 OO0389.adjusted in June 1991.
 OO0389
 OO0389.Photographs are available for this station.
 OO0389
 OO0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0389
 OO0389.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0389
 OO0389.The ellipsoidal height was determined by GPS observations
 OO0389.and is referenced to NAD 83.
 OO0389
 OO0389.The dynamic height is computed by dividing the NAVD 88
 OO0389.geopotential number by the normal gravity value computed on the
 OO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0389.degrees latitude (g = 980.6199 gals.).
 OO0389
 OO0389.The modeled gravity was interpolated from observed gravity values.
 OO0389
 OO0389. The following values were computed from the NAD 83(2007) position.
 OO0389
 OO0389;                    North         East     Units Scale Factor Converg.
 OO0389;SPC MN S     -   188,975.356   912,341.172   MT  0.99999811   +0 58 42.2
 OO0389;SPC MN S     -   619,996.65  2,993,239.33   sFT  0.99999811   +0 58 42.2
 OO0389;UTM  15      - 4,848,861.836   531,848.423   MT  0.99961248   +0 16 26.2
 OO0389
 OO0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0389!SPC MN S     -   0.99994060  x   0.99999811  =   0.99993871
 OO0389!UTM  15      -   0.99994060  x   0.99961248  =   0.99955310
 OO0389
 OO0389:                Primary Azimuth Mark                     Grid Az
 OO0389:SPC MN S     -  5080 YY 1                                037 41 17.3
 OO0389:UTM  15      -  5080 YY 1                                038 23 33.3
 OO0389
 OO0389|---------------------------------------------------------------------|
 OO0389| PID    Reference Object                     Distance      Geod. Az  |
 OO0389|                                                           dddmmss.s |
 OO0389| OO0387 5080 YY 1                           APPROX. 1.2 KM 0383959.5 |
 OO0389|---------------------------------------------------------------------|
 OO0389
 OO0389                          SUPERSEDED SURVEY CONTROL
 OO0389
 OO0389  NAD 83(1996)-  43 47 31.67065(N)    092 36 14.89917(W) AD(       ) 1
 OO0389  ELLIP H (02/05/03)  378.865  (m)                       GP(       ) 3 2
 OO0389  NAVD 88 (02/05/03)  408.7    (m)  GEOID99 model used   GPS OBS        
 OO0389  NGVD 29 (??/??/92)  408.596  (m)         1340.54   (f) ADJ UNCH    2 0
 OO0389
 OO0389.Superseded values are not recommended for survey control.
 OO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0389.See file dsdata.txt to determine how the superseded data were derived.
 OO0389
 OO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3184848861(NAD 83)
 OO0389
 OO0389_MARKER: DB = BENCH MARK DISK
 OO0389_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0389_SP_SET: MONUMENT
 OO0389_STAMPING: 5080 XX 1966
 OO0389_MARK LOGO: MNDT  
 OO0389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0389+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1996
 OO0389
 OO0389  HISTORY     - Date     Condition        Report By
 OO0389  HISTORY     - 1966     MONUMENTED       MNDT
 OO0389  HISTORY     - 1970     GOOD             MNDT
 OO0389  HISTORY     - 19961022 GOOD             MNDT
 OO0389
 OO0389                          STATION DESCRIPTION
 OO0389
 OO0389'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0389'7.0 MI NE FROM DEXTER.
 OO0389'MARK IS LOCATED ABOUT 3.8 MILES SOUTHWEST OF THE MOWER-OLMSTED COUNTY
 OO0389'LINE AT FAI 90, 1.5 MILES NORTHEAST OF COUNTY ROAD 1 BRIDGE OVER FAI
 OO0389'90, 1.5 MILES NORTHEAST OF COUNTY ROAD 1 BRIDGE OVER FAI 90, 0.3 MILES
 OO0389'NORTHEAST OF A TOWNSHIP ROAD (DEAD-END WEST) 101 FEET SOUTHEAST OF FAI
 OO0389'90 EASTBOUND STATION 1197+00 AT THE RIGHT OF WAY FENCE, 1 FOOT NORTH
 OO0389'OF A STEEL WITNESS POST, IN THE TOP OF A 6 FOOT PRE-CAST CONCRETE
 OO0389'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  SW 1/4 SECTION 23, T 104N,
 OO0389'R 16W.
 OO0389
 OO0389                          STATION RECOVERY (1996)
 OO0389
 OO0389'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0389'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0389'THE MARK IS 7 MI (11.3 KM) NE OF DEXTER, 3.8 MI (6.1 KM) SW ALONG FAI
 OO0389'90 FROM OLMSTED-MOWER CO LINE, 4.6 MI (7.4 KM) SW ALONG FAI 90 FROM
 OO0389'JCT OF FAI 90 AND CO RD 6 AT HIGH FOREST, AT FAI 90 MP 200.80, 1.5 MI
 OO0389'(2.4 KM) NE OF CO RD 1, 0.3 MI (0.5 KM) NE OF TWP RD, 100 FT (30.5 M)
 OO0389'SE OF EB FAI 90, AT FAI 90 STA 1197+00, 1 FT (0.3 M) NE OF WIT POST,
 OO0389'0.5 FT (15.2 CM) SE OF FENCE, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0429 ***********************************************************************
 OO0429  DESIGNATION -  5080 Y
 OO0429  PID         -  OO0429
 OO0429  STATE/COUNTY-  MN/MOWER
 OO0429  COUNTRY     -  US
 OO0429  USGS QUAD   -  DEXTER (1965)
 OO0429
 OO0429                         *CURRENT SURVEY CONTROL
 OO0429  ______________________________________________________________________
 OO0429* NAD 83(1986) POSITION- 43 40 38.     (N) 092 44 40.     (W)   SCALED    
 OO0429* NAVD 88 ORTHO HEIGHT -   400.842  (meters)    1315.10  (feet) ADJUSTED  
 OO0429  ______________________________________________________________________
 OO0429  GEOID HEIGHT    -        -29.61  (meters)                     GEOID09
 OO0429  DYNAMIC HEIGHT  -        400.745 (meters)     1314.78  (feet) COMP
 OO0429  MODELED GRAVITY -    980,368.0   (mgal)                       NAVD 88
 OO0429
 OO0429  VERT ORDER      -  SECOND    CLASS I
 OO0429
 OO0429.The horizontal coordinates were scaled from a topographic map and have
 OO0429.an estimated accuracy of +/- 6 seconds.
 OO0429.
 OO0429.The orthometric height was determined by differential leveling and
 OO0429.adjusted in June 1991.
 OO0429
 OO0429.Photographs are available for this station.
 OO0429
 OO0429.The dynamic height is computed by dividing the NAVD 88
 OO0429.geopotential number by the normal gravity value computed on the
 OO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0429.degrees latitude (g = 980.6199 gals.).
 OO0429
 OO0429.The modeled gravity was interpolated from observed gravity values.
 OO0429
 OO0429;                    North         East    Units  Estimated Accuracy
 OO0429;SPC MN S     -   176,030.      901,250.      MT  (+/- 180 meters Scaled)
 OO0429
 OO0429                          SUPERSEDED SURVEY CONTROL
 OO0429
 OO0429  NGVD 29 (??/??/92)  400.810  (m)         1314.99   (f) ADJ UNCH    2 0
 OO0429
 OO0429.Superseded values are not recommended for survey control.
 OO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0429.See file dsdata.txt to determine how the superseded data were derived.
 OO0429
 OO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ205360(NAD 83)
 OO0429
 OO0429_MARKER: DB = BENCH MARK DISK
 OO0429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0429_SP_SET: BOX CULVERT
 OO0429_STAMPING: 5080 Y 1966
 OO0429_MARK LOGO: MNHD  
 OO0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OO0429+STABILITY: SURFACE MOTION
 OO0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OO0429+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2007
 OO0429
 OO0429  HISTORY     - Date     Condition        Report By
 OO0429  HISTORY     - 1966     MONUMENTED       MNDT
 OO0429  HISTORY     - 1970     GOOD             MNDT
 OO0429  HISTORY     - 20070508 GOOD             MNDT
 OO0429
 OO0429                          STATION DESCRIPTION
 OO0429
 OO0429'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0429'2.0 MI NW FROM ELKTON.
 OO0429'MARK IS LOCATED ABOUT 3.3 MILES SOUTHWEST OF THE JUNCTION OF FAI 90
 OO0429'AND T.H. 16 (EAST), 0.3 MILES NORTHEAST OF A TOWNSHIP ROAD BRIDGE OVER
 OO0429'FAI 90, IN THE SOUTHEAST CORNER OF A DOUBLE BOX CULVERT UNDER FAI 90
 OO0429'AT ROSE CREEK.  SW 1/4 SECTION 34, T 103N, R 16W.
 OO0429
 OO0429                          STATION RECOVERY (2007)
 OO0429
 OO0429'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 OO0429'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0388 ***********************************************************************
 OO0388  DESIGNATION -  5080 YY
 OO0388  PID         -  OO0388
 OO0388  STATE/COUNTY-  MN/MOWER
 OO0388  COUNTRY     -  US
 OO0388  USGS QUAD   -  HIGH FOREST (1974)
 OO0388
 OO0388                         *CURRENT SURVEY CONTROL
 OO0388  ______________________________________________________________________
 OO0388* NAD 83(1986) POSITION- 43 47 50.     (N) 092 35 52.     (W)   SCALED    
 OO0388* NAVD 88 ORTHO HEIGHT -   405.910  (meters)    1331.72  (feet) ADJUSTED  
 OO0388  ______________________________________________________________________
 OO0388  GEOID HEIGHT    -        -29.88  (meters)                     GEOID09
 OO0388  DYNAMIC HEIGHT  -        405.816 (meters)     1331.41  (feet) COMP
 OO0388  MODELED GRAVITY -    980,376.0   (mgal)                       NAVD 88
 OO0388
 OO0388  VERT ORDER      -  SECOND    CLASS 0
 OO0388
 OO0388.The horizontal coordinates were scaled from a topographic map and have
 OO0388.an estimated accuracy of +/- 6 seconds.
 OO0388.
 OO0388.The orthometric height was determined by differential leveling and
 OO0388.adjusted in June 1991.
 OO0388
 OO0388.Photographs are available for this station.
 OO0388
 OO0388.The dynamic height is computed by dividing the NAVD 88
 OO0388.geopotential number by the normal gravity value computed on the
 OO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0388.degrees latitude (g = 980.6199 gals.).
 OO0388
 OO0388.The modeled gravity was interpolated from observed gravity values.
 OO0388
 OO0388;                    North         East    Units  Estimated Accuracy
 OO0388;SPC MN S     -   189,550.      912,840.      MT  (+/- 180 meters Scaled)
 OO0388
 OO0388                          SUPERSEDED SURVEY CONTROL
 OO0388
 OO0388  NGVD 29 (??/??/92)  405.879  (m)         1331.62   (f) ADJ UNCH    2 0
 OO0388
 OO0388.Superseded values are not recommended for survey control.
 OO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0388.See file dsdata.txt to determine how the superseded data were derived.
 OO0388
 OO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ323494(NAD 83)
 OO0388
 OO0388_MARKER: DB = BENCH MARK DISK
 OO0388_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0388_SP_SET: MONUMENT
 OO0388_STAMPING: 5080-YY 1966
 OO0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0388
 OO0388  HISTORY     - Date     Condition        Report By
 OO0388  HISTORY     - 1966     MONUMENTED       MNDT
 OO0388  HISTORY     - 1970     GOOD             MNDT
 OO0388
 OO0388                          STATION DESCRIPTION
 OO0388
 OO0388'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0388'7.5 MI NE FROM DEXTER.
 OO0388'MARK IS LOCATED ABOUT 3.4 MILES SOUTHWEST OF MOWER-OLMSTED COUNTY LINE
 OO0388'AT FAI 90, 1.9 MILES NORTHEAST OF COUNTY ROAD 1 BRIDGE OVER FAI 90,
 OO0388'0.8 MILES SOUTHWEST OF COUNTY ROAD 15 BRIDGE OVER FAI 90, 100 FEET
 OO0388'SOUTHEAST OF FAI 90 EASTBOUND CENTERLINE STATION 1217+00 AT THE
 OO0388'RIGHT-OF-WAY FENCE, 1 FOOT SOUTHWEST OF A STEEL WITNESS POST IN THE
 OO0388'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 OO0388'NEAR THE CENTER SECTION 23, T 104N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0387 ***********************************************************************
 OO0387  DESIGNATION -  5080 YY 1
 OO0387  PID         -  OO0387
 OO0387  STATE/COUNTY-  MN/MOWER
 OO0387  COUNTRY     -  US
 OO0387  USGS QUAD   -  HIGH FOREST (1974)
 OO0387
 OO0387                         *CURRENT SURVEY CONTROL
 OO0387  ______________________________________________________________________
 OO0387* NAD 83(2007) POSITION- 43 48 00.76770(N) 092 35 42.75287(W)   ADJUSTED  
 OO0387* NAD 83(2007) ELLIP HT-   374.265 (meters)        (02/10/07)   ADJUSTED
 OO0387* NAD 83(2007) EPOCH   -  2002.00
 OO0387* NAVD 88 ORTHO HEIGHT -   404.133  (meters)    1325.89  (feet) ADJUSTED  
 OO0387  ______________________________________________________________________
 OO0387  NAD 83(2007) X  -   -208,789.868 (meters)                     COMP
 OO0387  NAD 83(2007) Y  - -4,606,409.521 (meters)                     COMP
 OO0387  NAD 83(2007) Z  -  4,392,355.639 (meters)                     COMP
 OO0387  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC09
 OO0387  GEOID HEIGHT    -        -29.88  (meters)                     GEOID09
 OO0387  DYNAMIC HEIGHT  -        404.040 (meters)     1325.59  (feet) COMP
 OO0387  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 OO0387
 OO0387  VERT ORDER      -  SECOND    CLASS 0
 OO0387
 OO0387  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OO0387  Type                                         Horiz  Ellip  Dist(km)
 OO0387  -------------------------------------------------------------------
 OO0387  NETWORK                                       0.58   0.59
 OO0387  -------------------------------------------------------------------
 OO0387  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.47   0.35      2.12
 OO0387  -------------------------------------------------------------------
 OO0387  NOTE: Click here for information on individual local accuracy
 OO0387  values and other accuracy information.
 OO0387
 OO0387
 OO0387.The horizontal coordinates were established by GPS observations
 OO0387.and adjusted by the National Geodetic Survey in February 2007.
 OO0387
 OO0387.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OO0387.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OO0387
 OO0387.The horizontal coordinates are valid at the epoch date displayed above
 OO0387.which is a decimal equivalence of Year/Month/Day.
 OO0387
 OO0387.The orthometric height was determined by differential leveling and
 OO0387.adjusted in June 1991.
 OO0387
 OO0387.Photographs are available for this station.
 OO0387
 OO0387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OO0387
 OO0387.The Laplace correction was computed from DEFLEC09 derived deflections.
 OO0387
 OO0387.The ellipsoidal height was determined by GPS observations
 OO0387.and is referenced to NAD 83.
 OO0387
 OO0387.The dynamic height is computed by dividing the NAVD 88
 OO0387.geopotential number by the normal gravity value computed on the
 OO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0387.degrees latitude (g = 980.6199 gals.).
 OO0387
 OO0387.The modeled gravity was interpolated from observed gravity values.
 OO0387
 OO0387. The following values were computed from the NAD 83(2007) position.
 OO0387
 OO0387;                    North         East     Units Scale Factor Converg.
 OO0387;SPC MN S     -   189,885.551   913,044.349   MT  0.99999639   +0 59 04.8
 OO0387;SPC MN S     -   622,982.85  2,995,546.34   sFT  0.99999639   +0 59 04.8
 OO0387;UTM  15      - 4,849,762.971   532,562.463   MT  0.99961304   +0 16 48.6
 OO0387
 OO0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OO0387!SPC MN S     -   0.99994132  x   0.99999639  =   0.99993771
 OO0387!UTM  15      -   0.99994132  x   0.99961304  =   0.99955438
 OO0387
 OO0387:                Primary Azimuth Mark                     Grid Az
 OO0387:SPC MN S     -  5080 XX                                  217 41 16.9
 OO0387:UTM  15      -  5080 XX                                  218 23 33.1
 OO0387
 OO0387|---------------------------------------------------------------------|
 OO0387| PID    Reference Object                     Distance      Geod. Az  |
 OO0387|                                                           dddmmss.s |
 OO0387| OO0389 5080 XX                             APPROX. 1.2 KM 2184021.7 |
 OO0387|---------------------------------------------------------------------|
 OO0387
 OO0387                          SUPERSEDED SURVEY CONTROL
 OO0387
 OO0387  NAD 83(1996)-  43 48 00.76723(N)    092 35 42.75216(W) AD(       ) 1
 OO0387  ELLIP H (02/05/03)  374.306  (m)                       GP(       ) 3 2
 OO0387  NAVD 88 (02/05/03)  404.13   (m)         1325.9    (f) LEVELING    3  
 OO0387  NGVD 29 (??/??/92)  404.103  (m)         1325.79   (f) ADJ UNCH    2 0
 OO0387
 OO0387.Superseded values are not recommended for survey control.
 OO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0387.See file dsdata.txt to determine how the superseded data were derived.
 OO0387
 OO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ3256249762(NAD 83)
 OO0387
 OO0387_MARKER: DB = BENCH MARK DISK
 OO0387_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0387_SP_SET: MONUMENT
 OO0387_STAMPING: 5080 YY 1 1970
 OO0387_MARK LOGO: MNDT  
 OO0387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OO0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OO0387+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1996
 OO0387
 OO0387  HISTORY     - Date     Condition        Report By
 OO0387  HISTORY     - 1970     MONUMENTED       MNDT
 OO0387  HISTORY     - 19961022 GOOD             MNDT
 OO0387
 OO0387                          STATION DESCRIPTION
 OO0387
 OO0387'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0387'8 MI NE FROM DEXTER.
 OO0387'MARK IS LOCATED ABOUT 8.5 MILES NORTHEAST OF THE JUNCTION OF FAI 90
 OO0387'AND T.H. 16 (EAST), 2.1 MILES NORTHEAST OF THE COUNTY ROAD 1 BRIDGE
 OO0387'OVER FAI 90, 0.5 MILES SOUTHWEST OF THE COUNTY ROAD 15 BRIDGE OVER FAI
 OO0387'90, 100 FEET NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 1234+00
 OO0387'AT THE RIGHT-OF-WAY FENCE, 3 FEET SOUTH OF A STEEL WITNESS POST, IN
 OO0387'THE TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 1 INCH ABOVE
 OO0387'GROUND.  NEAR THE CENTER SECTION 23, T 104N, R 16W.
 OO0387
 OO0387                          STATION RECOVERY (1996)
 OO0387
 OO0387'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OO0387'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 OO0387'THE MARK IS 8 MI (12.9 KM) NE OF DEXTER, 8.5 MI (13.7 KM) NE ON FAI 90
 OO0387'FROM JCT OF FAI 90 AND TH 16, 3.85 MI (6.20 KM) SW ALONG FAI 90 FROM
 OO0387'JCT OF FAI 90 AND CO RD 6 AT HIGH FORSET, 2.1 MI (3.4 KM) NE OF CO RD
 OO0387'1 BRDG OVER FAI 90, AT FAI 90 MP 201.55, 0.5 MI (0.8 KM) SW OF CO RD
 OO0387'15, 99 FT (30.2 M) NW OF WB FAI 90, AT FAI 90 STA 1234+00, 0.6 FT
 OO0387'(18.3 CM) ENE OF WOOD POST, 0.5 FT (15.2 CM) SE OF FENCE, 2.6 FT (0.8
 OO0387'M) SW OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0428 ***********************************************************************
 OO0428  DESIGNATION -  5080 Z
 OO0428  PID         -  OO0428
 OO0428  STATE/COUNTY-  MN/MOWER
 OO0428  COUNTRY     -  US
 OO0428  USGS QUAD   -  DEXTER (1965)
 OO0428
 OO0428                         *CURRENT SURVEY CONTROL
 OO0428  ______________________________________________________________________
 OO0428* NAD 83(1986) POSITION- 43 41 12.     (N) 092 44 00.     (W)   SCALED    
 OO0428* NAVD 88 ORTHO HEIGHT -   406.233  (meters)    1332.78  (feet) ADJUSTED  
 OO0428  ______________________________________________________________________
 OO0428  GEOID HEIGHT    -        -29.64  (meters)                     GEOID09
 OO0428  DYNAMIC HEIGHT  -        406.135 (meters)     1332.46  (feet) COMP
 OO0428  MODELED GRAVITY -    980,366.5   (mgal)                       NAVD 88
 OO0428
 OO0428  VERT ORDER      -  SECOND    CLASS 0
 OO0428
 OO0428.The horizontal coordinates were scaled from a topographic map and have
 OO0428.an estimated accuracy of +/- 6 seconds.
 OO0428.
 OO0428.The orthometric height was determined by differential leveling and
 OO0428.adjusted in June 1991.
 OO0428
 OO0428.The dynamic height is computed by dividing the NAVD 88
 OO0428.geopotential number by the normal gravity value computed on the
 OO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0428.degrees latitude (g = 980.6199 gals.).
 OO0428
 OO0428.The modeled gravity was interpolated from observed gravity values.
 OO0428
 OO0428;                    North         East    Units  Estimated Accuracy
 OO0428;SPC MN S     -   177,090.      902,130.      MT  (+/- 180 meters Scaled)
 OO0428
 OO0428                          SUPERSEDED SURVEY CONTROL
 OO0428
 OO0428  NGVD 29 (??/??/92)  406.202  (m)         1332.68   (f) ADJ UNCH    2 0
 OO0428
 OO0428.Superseded values are not recommended for survey control.
 OO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0428.See file dsdata.txt to determine how the superseded data were derived.
 OO0428
 OO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ214371(NAD 83)
 OO0428
 OO0428_MARKER: DD = SURVEY DISK
 OO0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OO0428_SP_SET: CULVERT
 OO0428_STAMPING: 5080-Z 1966
 OO0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0428
 OO0428  HISTORY     - Date     Condition        Report By
 OO0428  HISTORY     - 1966     MONUMENTED       MNDT
 OO0428  HISTORY     - 1970     GOOD             MNDT
 OO0428
 OO0428                          STATION DESCRIPTION
 OO0428
 OO0428'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0428'2.0 MI NW FROM ELKTON.
 OO0428'MARK IS LOCATED ABOUT 2.4 MILES SOUTHWEST OF THE JUNCTION OF FAI 90
 OO0428'AND T.H. 16 (EAST) IN THE SOUTHEAST CORNER OF A SINGLE BOX CULVERT
 OO0428'UNDER FAI 90 AT A SMALL CREEK.  NE 1/4 SECTION 34, T 103N, R 16W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OO0386 ***********************************************************************
 OO0386  DESIGNATION -  5080 ZZ
 OO0386  PID         -  OO0386
 OO0386  STATE/COUNTY-  MN/MOWER
 OO0386  COUNTRY     -  US
 OO0386  USGS QUAD   -  HIGH FOREST (1974)
 OO0386
 OO0386                         *CURRENT SURVEY CONTROL
 OO0386  ______________________________________________________________________
 OO0386* NAD 83(1986) POSITION- 43 48 03.     (N) 092 35 38.     (W)   SCALED    
 OO0386* NAVD 88 ORTHO HEIGHT -   405.800  (meters)    1331.36  (feet) ADJUSTED  
 OO0386  ______________________________________________________________________
 OO0386  GEOID HEIGHT    -        -29.88  (meters)                     GEOID09
 OO0386  DYNAMIC HEIGHT  -        405.706 (meters)     1331.05  (feet) COMP
 OO0386  MODELED GRAVITY -    980,376.7   (mgal)                       NAVD 88
 OO0386
 OO0386  VERT ORDER      -  SECOND    CLASS 0
 OO0386
 OO0386.The horizontal coordinates were scaled from a topographic map and have
 OO0386.an estimated accuracy of +/- 6 seconds.
 OO0386.
 OO0386.The orthometric height was determined by differential leveling and
 OO0386.adjusted in June 1991.
 OO0386
 OO0386.Photographs are available for this station.
 OO0386
 OO0386.The dynamic height is computed by dividing the NAVD 88
 OO0386.geopotential number by the normal gravity value computed on the
 OO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OO0386.degrees latitude (g = 980.6199 gals.).
 OO0386
 OO0386.The modeled gravity was interpolated from observed gravity values.
 OO0386
 OO0386;                    North         East    Units  Estimated Accuracy
 OO0386;SPC MN S     -   189,960.      913,150.      MT  (+/- 180 meters Scaled)
 OO0386
 OO0386                          SUPERSEDED SURVEY CONTROL
 OO0386
 OO0386  NGVD 29 (??/??/92)  405.769  (m)         1331.26   (f) ADJ UNCH    2 0
 OO0386
 OO0386.Superseded values are not recommended for survey control.
 OO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OO0386.See file dsdata.txt to determine how the superseded data were derived.
 OO0386
 OO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWJ326498(NAD 83)
 OO0386
 OO0386_MARKER: DB = BENCH MARK DISK
 OO0386_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OO0386_SP_SET: MONUMENT
 OO0386_STAMPING: 5080-22 1966
 OO0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OO0386
 OO0386  HISTORY     - Date     Condition        Report By
 OO0386  HISTORY     - 1966     MONUMENTED       MNDT
 OO0386  HISTORY     - 1970     GOOD             MNDT
 OO0386
 OO0386                          STATION DESCRIPTION
 OO0386
 OO0386'DESCRIBED BY MN DEPT OF TRANSP 1970
 OO0386'8.0 MI NE FROM DEXTER.
 OO0386'MARK IS LOCATED ABOUT 3.1 MILES SOUTHWEST OF THE MOWER-OLMSTED COUNTY
 OO0386'LINE AT FAI 90, 2.2 MILES NORTHEAST OF COUNTY ROAD 1 BRIDGE OVER FAI
 OO0386'90, 0.4 MILES SOUTHWEST OF COUNTY ROAD 15 BRIDGE OVER FAI 90, 100 FEET
 OO0386'NORTHWEST OF FAI 90 WESTBOUND CENTERLINE STATION 1241+00 AT THE
 OO0386'RIGHT-OF-WAY FENCE, 2 FEET SOUTHEAST OF A STEEL WITNESS POST, IN THE
 OO0386'TOP OF A 6 FOOT PRE-CAST CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 OO0386'GROUND.  NE 1/4 SECTION 23, T 104N, R 16W.  NOTE-- STAMPING MAY BE
 OO0386'INCORRECT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6561 ***********************************************************************
 DF6561  DESIGNATION -  51 GJS
 DF6561  PID         -  DF6561
 DF6561  STATE/COUNTY-  MN/NICOLLET
 DF6561  COUNTRY     -  US
 DF6561  USGS QUAD   -  COURTLAND (1964)
 DF6561
 DF6561                         *CURRENT SURVEY CONTROL
 DF6561  ______________________________________________________________________
 DF6561* NAD 83(2007) POSITION- 44 18 42.75845(N) 094 21 07.44187(W)   ADJUSTED  
 DF6561* NAD 83(2007) ELLIP HT-   275.524 (meters)        (02/10/07)   ADJUSTED
 DF6561* NAD 83(2007) EPOCH   -  2002.00
 DF6561* NAVD 88 ORTHO HEIGHT -   303.6    (meters)     996.    (feet) GPS OBS   
 DF6561  ______________________________________________________________________
 DF6561  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6561  GEOID HEIGHT    -        -28.06  (meters)                     GEOID99
 DF6561  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 DF6561  NAD 83(2007) X  -   -346,910.229 (meters)                     COMP
 DF6561  NAD 83(2007) Y  - -4,558,351.226 (meters)                     COMP
 DF6561  NAD 83(2007) Z  -  4,433,146.689 (meters)                     COMP
 DF6561  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC09
 DF6561
 DF6561  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6561  Type                                         Horiz  Ellip  Dist(km)
 DF6561  -------------------------------------------------------------------
 DF6561  NETWORK                                       1.01   0.82
 DF6561  -------------------------------------------------------------------
 DF6561  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.09   0.82      6.88
 DF6561  -------------------------------------------------------------------
 DF6561  NOTE: Click here for information on individual local accuracy
 DF6561  values and other accuracy information.
 DF6561
 DF6561
 DF6561.The horizontal coordinates were established by GPS observations
 DF6561.and adjusted by the National Geodetic Survey in February 2007.
 DF6561
 DF6561.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6561.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6561
 DF6561.The horizontal coordinates are valid at the epoch date displayed above
 DF6561.which is a decimal equivalence of Year/Month/Day.
 DF6561
 DF6561.The orthometric height was determined by GPS observations and a
 DF6561.high-resolution geoid model.
 DF6561
 DF6561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6561
 DF6561.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6561
 DF6561.The ellipsoidal height was determined by GPS observations
 DF6561.and is referenced to NAD 83.
 DF6561
 DF6561. The following values were computed from the NAD 83(2007) position.
 DF6561
 DF6561;                    North         East     Units Scale Factor Converg.
 DF6561;SPC MN S     -   245,824.819   771,912.493   MT  0.99992749   -0 14 48.4
 DF6561;SPC MN S     -   806,510.26  2,532,516.24   sFT  0.99992749   -0 14 48.4
 DF6561;UTM  15      - 4,907,402.191   392,168.403   MT  0.99974300   -0 56 40.5
 DF6561
 DF6561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6561!SPC MN S     -   0.99995680  x   0.99992749  =   0.99988429
 DF6561!UTM  15      -   0.99995680  x   0.99974300  =   0.99969981
 DF6561
 DF6561                          SUPERSEDED SURVEY CONTROL
 DF6561
 DF6561  NAD 83(1996)-  44 18 42.75782(N)    094 21 07.44099(W) AD(       ) 1
 DF6561  ELLIP H (07/31/03)  275.564  (m)                       GP(       ) 3 2
 DF6561
 DF6561.Superseded values are not recommended for survey control.
 DF6561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6561.See file dsdata.txt to determine how the superseded data were derived.
 DF6561
 DF6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9216807402(NAD 83)
 DF6561
 DF6561_MARKER: DD = SURVEY DISK
 DF6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6561_STAMPING: 51 GJS 1963 996
 DF6561_MARK LOGO: USGS  
 DF6561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6561+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6561
 DF6561  HISTORY     - Date     Condition        Report By
 DF6561  HISTORY     - 1963     MONUMENTED       USGS
 DF6561  HISTORY     - 20020711 GOOD             MNDT
 DF6561
 DF6561                          STATION DESCRIPTION
 DF6561
 DF6561'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6561'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 4 MI (6.4 KM)
 DF6561'NORTH OF COURTLAND, AT NW QUADRANT OF JCT OF CO RD 21 AND CO RD 12, 39
 DF6561'FT (11.9 M) NORTH AND 42 FT (12.8 M) WEST OF JCT, 24 FT (7.3 M) SOUTH
 DF6561'OF P-POLE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP2144 ***********************************************************************
 PP2144  DESIGNATION -  51 RDS
 PP2144  PID         -  PP2144
 PP2144  STATE/COUNTY-  MN/SCOTT
 PP2144  COUNTRY     -  US
 PP2144  USGS QUAD   -  SHAKOPEE (1993)
 PP2144
 PP2144                         *CURRENT SURVEY CONTROL
 PP2144  ______________________________________________________________________
 PP2144* NAD 83(1986) POSITION- 44 48 03.35   (N) 093 30 02.55   (W)   HD_HELD1  
 PP2144* NAVD 88 ORTHO HEIGHT -   223.862  (meters)     734.45  (feet) ADJUSTED  
 PP2144  ______________________________________________________________________
 PP2144  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 PP2144  DYNAMIC HEIGHT  -        223.857 (meters)      734.44  (feet) COMP
 PP2144  MODELED GRAVITY -    980,586.4   (mgal)                       NAVD 88
 PP2144
 PP2144  VERT ORDER      -  SECOND    CLASS I
 PP2144
 PP2144.The horizontal coordinates were established by differentially corrected
 PP2144.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP2144.
 PP2144.The orthometric height was determined by differential leveling and
 PP2144.adjusted in June 1991.
 PP2144
 PP2144.Photographs are available for this station.
 PP2144
 PP2144.The dynamic height is computed by dividing the NAVD 88
 PP2144.geopotential number by the normal gravity value computed on the
 PP2144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP2144.degrees latitude (g = 980.6199 gals.).
 PP2144
 PP2144.The modeled gravity was interpolated from observed gravity values.
 PP2144
 PP2144;                    North         East    Units  Estimated Accuracy
 PP2144;SPC MN S     -   300,226.0     839,500.9     MT  (+/- 3 meters HH1 GPS) 
 PP2144
 PP2144                          SUPERSEDED SURVEY CONTROL
 PP2144
 PP2144  NGVD 29 (??/??/92)  223.815  (m)          734.30   (f) ADJ UNCH    2 0
 PP2144
 PP2144.Superseded values are not recommended for survey control.
 PP2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP2144.See file dsdata.txt to determine how the superseded data were derived.
 PP2144
 PP2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK6040060958(NAD 83)
 PP2144
 PP2144_MARKER: DB = BENCH MARK DISK
 PP2144_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP2144_STAMPING: 51 RDS 1950
 PP2144_MARK LOGO: USGS  
 PP2144_PROJECTION: PROJECTING 0 CENTIMETERS
 PP2144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PP2144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP2144+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2008
 PP2144
 PP2144  HISTORY     - Date     Condition        Report By
 PP2144  HISTORY     - 1950     MONUMENTED       USGS
 PP2144  HISTORY     - 1980     GOOD             MNDT
 PP2144  HISTORY     - 20020507 GOOD             MNDT
 PP2144  HISTORY     - 20080604 GOOD             MNDT
 PP2144
 PP2144                          STATION DESCRIPTION
 PP2144
 PP2144'DESCRIBED BY MN DEPT OF TRANSP 1980 (EGS)
 PP2144'THE MARK WAS RECOVERED IN GOOD CONDITION 1.4 MILES EAST ALONG TRUNK
 PP2144'HIGHWAY 101 FROM ITS JUNCTION WITH TRUNK HIGHWAY 169 IN SHAKOPEE, IN
 PP2144'THE NE 1/4 OF SECTION 6, T115N, R22W.  THE MARK IS 209 FEET SOUTH
 PP2144'ALONG A TOWNSHIP ROAD, 49 FEET WEST OF THE CENTER OF THE TOWNSHIP
 PP2144'ROAD, 37 FEET NORTH OF THE CENTER OF THE CHICAGO NORTHWESTERN
 PP2144'RAILROAD, 1 FOOT SOUTH OF THE RAILROAD RIGHT-OF-WAY FENCE AT MILEPOINT
 PP2144'6.45, AND 1.0 FOOT NORTH OF A STEEL WITNESS POST.  THE MARK, A
 PP2144'STANDARD USGS BENCH MARK DISK STAMPED---51 RDS 1950---, IS SET IN THE
 PP2144'TOP OF A CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF
 PP2144'THE GROUND.
 PP2144
 PP2144                          STATION RECOVERY (2002)
 PP2144
 PP2144'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DAS)
 PP2144'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 PP2144'PROJECTS 0.8 INCHES, A RR SPIKE SET ADJACENT TO MARK MAKES IT
 PP2144'MAGNETIC, AND IS SUITABLE FOR GPS.
 PP2144
 PP2144                          STATION RECOVERY (2008)
 PP2144
 PP2144'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (PL)
 PP2144'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF PRIOR
 PP2144'LAKE, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF EDEN PRAIRIE AND 1.3 MI (2.1
 PP2144'KM) EAST OF SHAKOPEE.
 PP2144' 
 PP2144'TO REACH TO THE MARK GO 1.4 MI (2.3 KM) EAST OF THE JUNCTION OF TRUNK
 PP2144'HIGHWAY 101 AND TRUNK HIGHWAY 169 IN SHAKOPEE, 209 FT (63.7 M) SOUTH
 PP2144'OF TRUNK HIGHWAY 101, ABOUT 350 FT (106.7 M) SOUTH OF ENTRANCE TO
 PP2144'VETERANS MEMORIAL PARK OFF TRUNK HIGHWAY 101, BETWEEN RAILROAD TRACKS
 PP2144'AND CAVANAUGH DRIVE, 49 FT (14.9 M) WEST OF TOWNSHIP ROAD 37 (SARAZIN
 PP2144'STREET), 37 FT (11.3 M) NORTH OF RAILROAD TRACKS, AT RAILROAD MILE
 PP2144'POINT 6.45, 15.8 FT (4.8 M) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7790 ***********************************************************************
 DL7790  DESIGNATION -  5101 B
 DL7790  PID         -  DL7790
 DL7790  STATE/COUNTY-  MN/MURRAY
 DL7790  COUNTRY     -  US
 DL7790  USGS QUAD   -  EDGERTON NE (1967)
 DL7790
 DL7790                         *CURRENT SURVEY CONTROL
 DL7790  ______________________________________________________________________
 DL7790* NAD 83(1986) POSITION- 43 59 35.7    (N) 096 02 35.7    (W)   HD_HELD2  
 DL7790* NAVD 88 ORTHO HEIGHT -   555.722  (meters)    1823.23  (feet) ADJUSTED  
 DL7790  ______________________________________________________________________
 DL7790  GEOID HEIGHT    -        -26.12  (meters)                     GEOID09
 DL7790  DYNAMIC HEIGHT  -        555.600 (meters)     1822.83  (feet) COMP
 DL7790  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 DL7790
 DL7790  VERT ORDER      -  SECOND    CLASS I
 DL7790
 DL7790.The horizontal coordinates were scaled from a topographic map and have
 DL7790.an estimated accuracy of +/- 6 seconds.
 DL7790.
 DL7790.The orthometric height was determined by differential leveling and
 DL7790.adjusted in February 2011.
 DL7790
 DL7790.Photographs are available for this station.
 DL7790
 DL7790.The dynamic height is computed by dividing the NAVD 88
 DL7790.geopotential number by the normal gravity value computed on the
 DL7790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7790.degrees latitude (g = 980.6199 gals.).
 DL7790
 DL7790.The modeled gravity was interpolated from observed gravity values.
 DL7790
 DL7790;                    North         East    Units  Estimated Accuracy
 DL7790;SPC MN S     -   212,410.      636,124.      MT  (+/- 10 meters HH2 GPS)
 DL7790
 DL7790                          SUPERSEDED SURVEY CONTROL
 DL7790
 DL7790.No superseded survey control is available for this station.
 DL7790
 DL7790_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3708575374(NAD 83)
 DL7790
 DL7790_MARKER: DB = BENCH MARK DISK
 DL7790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL7790_STAMPING: 5101 B 1946
 DL7790_MARK LOGO: MNHD  
 DL7790_PROJECTION: PROJECTING 8 CENTIMETERS
 DL7790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7790+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7790
 DL7790  HISTORY     - Date     Condition        Report By
 DL7790  HISTORY     - 1946     MONUMENTED       MNHD
 DL7790  HISTORY     - 20061108 GOOD             MNDT
 DL7790
 DL7790                          STATION DESCRIPTION
 DL7790
 DL7790'DESCRIBED BY MN DEPT OF TRANSP 2006 (KLJ)
 DL7790'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF
 DL7790'EDGERTON, 6.5 MI (10.5 KM) NORTHWEST OF CHANDLER AND 3.1 MI (5.0 KM)
 DL7790'EAST-SOUTHEAST OF WOODSTOCK, MINNESOTA.
 DL7790' 
 DL7790'TO REACH THE MARK FROM SOUTH JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DL7790'HIGHWAY 91 IN LAKE WILSON, GO 4.9 MI (7.9 KM) WEST ALONG TRUNK HIGHWAY
 DL7790'30 TO MILE POINT 21.1.
 DL7790' 
 DL7790'THE MARK IS FOUND 67.8 FT (20.7 M) SOUTH OF TRUNK HIGHWAY 30, 2.5 FT
 DL7790'(0.8 M) NORTH OF A FENCE LINE AND 3.0 FT (0.9 M) NORTHEAST OF
 DL7790'RIGHT-OF-WAY POST AND ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7785 ***********************************************************************
 DL7785  DESIGNATION -  5101 F
 DL7785  PID         -  DL7785
 DL7785  STATE/COUNTY-  MN/MURRAY
 DL7785  COUNTRY     -  US
 DL7785  USGS QUAD   -  CHANDLER (1967)
 DL7785
 DL7785                         *CURRENT SURVEY CONTROL
 DL7785  ______________________________________________________________________
 DL7785* NAD 83(1986) POSITION- 43 59 29.8    (N) 095 58 55.4    (W)   HD_HELD2  
 DL7785* NAVD 88 ORTHO HEIGHT -   509.969  (meters)    1673.12  (feet) ADJUSTED  
 DL7785  ______________________________________________________________________
 DL7785  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 DL7785  DYNAMIC HEIGHT  -        509.859 (meters)     1672.76  (feet) COMP
 DL7785  MODELED GRAVITY -    980,385.9   (mgal)                       NAVD 88
 DL7785
 DL7785  VERT ORDER      -  SECOND    CLASS I
 DL7785
 DL7785.The horizontal coordinates were scaled from a topographic map and have
 DL7785.an estimated accuracy of +/- 6 seconds.
 DL7785.
 DL7785.The orthometric height was determined by differential leveling and
 DL7785.adjusted in February 2011.
 DL7785
 DL7785.The dynamic height is computed by dividing the NAVD 88
 DL7785.geopotential number by the normal gravity value computed on the
 DL7785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7785.degrees latitude (g = 980.6199 gals.).
 DL7785
 DL7785.The modeled gravity was interpolated from observed gravity values.
 DL7785
 DL7785;                    North         East    Units  Estimated Accuracy
 DL7785;SPC MN S     -   212,107.      641,026.      MT  (+/- 10 meters HH2 GPS)
 DL7785
 DL7785                          SUPERSEDED SURVEY CONTROL
 DL7785
 DL7785.No superseded survey control is available for this station.
 DL7785
 DL7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6087875265(NAD 83)
 DL7785
 DL7785_MARKER: Z = SEE DESCRIPTION
 DL7785_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL7785_SP_SET: BRIDGE WING WALL
 DL7785_STAMPING: UNSTAMPED
 DL7785_MARK LOGO: MNHD  
 DL7785_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7785+STABILITY: SURFACE MOTION
 DL7785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL7785+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 DL7785
 DL7785  HISTORY     - Date     Condition        Report By
 DL7785  HISTORY     - 20061109 MONUMENTED       MNDT
 DL7785
 DL7785                          STATION DESCRIPTION
 DL7785
 DL7785'DESCRIBED BY MN DEPT OF TRANSP 2006 (JBG)
 DL7785'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF HADLEY, 6.0 MI
 DL7785'(9.7 KM) EAST-SOUTHEAST OF WOODSTOCK AND 4.7 MI (7.6 KM)
 DL7785'NORTH-NORTHWEST OF CHANDLER, MINNESOTA.
 DL7785'
 DL7785'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 91/BROADWAY
 DL7785'AVENUE SOUTH AND TRUNK HIGHWAY 30/CENTER AVENUE IN LAKE WILSON, GO 1.5
 DL7785'MI (2.4 KM) WEST TO TRUNK HIGHWAY 30 STATION 885+60.
 DL7785'
 DL7785'THE MARK IS FOUND IN SOUTHWEST CORNER OF THE SOUTHWEST WING WALL OF A
 DL7785'DOUBLE CULVERT.  THE MARK IS A BRASS PLUG.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7784 ***********************************************************************
 DL7784  DESIGNATION -  5101 G
 DL7784  PID         -  DL7784
 DL7784  STATE/COUNTY-  MN/MURRAY
 DL7784  COUNTRY     -  US
 DL7784  USGS QUAD   -  CHANDLER (1967)
 DL7784
 DL7784                         *CURRENT SURVEY CONTROL
 DL7784  ______________________________________________________________________
 DL7784* NAD 83(1986) POSITION- 43 59 30.2    (N) 095 58 55.2    (W)   HD_HELD2  
 DL7784* NAVD 88 ORTHO HEIGHT -   510.577  (meters)    1675.12  (feet) ADJUSTED  
 DL7784  ______________________________________________________________________
 DL7784  GEOID HEIGHT    -        -26.17  (meters)                     GEOID09
 DL7784  DYNAMIC HEIGHT  -        510.467 (meters)     1674.76  (feet) COMP
 DL7784  MODELED GRAVITY -    980,385.9   (mgal)                       NAVD 88
 DL7784
 DL7784  VERT ORDER      -  SECOND    CLASS I
 DL7784
 DL7784.The horizontal coordinates were scaled from a topographic map and have
 DL7784.an estimated accuracy of +/- 6 seconds.
 DL7784.
 DL7784.The orthometric height was determined by differential leveling and
 DL7784.adjusted in February 2011.
 DL7784
 DL7784.Photographs are available for this station.
 DL7784
 DL7784.The dynamic height is computed by dividing the NAVD 88
 DL7784.geopotential number by the normal gravity value computed on the
 DL7784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7784.degrees latitude (g = 980.6199 gals.).
 DL7784
 DL7784.The modeled gravity was interpolated from observed gravity values.
 DL7784
 DL7784;                    North         East    Units  Estimated Accuracy
 DL7784;SPC MN S     -   212,120.      641,031.      MT  (+/- 10 meters HH2 GPS)
 DL7784
 DL7784                          SUPERSEDED SURVEY CONTROL
 DL7784
 DL7784.No superseded survey control is available for this station.
 DL7784
 DL7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6088375277(NAD 83)
 DL7784
 DL7784_MARKER: DD = SURVEY DISK
 DL7784_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL7784_SP_SET: BRIDGE ABUTMENT
 DL7784_STAMPING: 5101 G 2006
 DL7784_MARK LOGO: MNDT  
 DL7784_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL7784+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7784
 DL7784  HISTORY     - Date     Condition        Report By
 DL7784  HISTORY     - 20061108 MONUMENTED       MNDT
 DL7784
 DL7784                          STATION DESCRIPTION
 DL7784
 DL7784'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7784'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF HADLEY, 6.0 MI
 DL7784'(9.7 KM) EAST-SOUTHEAST OF WOODSTOCK, 4.7 MI (7.6 KM) NORTH-NORTHWEST
 DL7784'OF CHANDLER AND 1.5 MI (2.4 KM) WEST OF LAKE WILSON, MINNESOTA.
 DL7784' 
 DL7784'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 DL7784'HIGHWAY 91 SOUTH IN LAKE WILSON, GO 1.85 MI (3.0 KM) WEST ALONG TRUNK
 DL7784'HIGHWAY 30 TO MILE POINT 24.15.
 DL7784' 
 DL7784'THE MARK IS FOUND IN AN OLD RAILROAD BRIDGE, OVER A DRAINAGE DITCH,
 DL7784'CONVERTED TO A TRAIL, IN THE SOUTHEAST CORNER ABUTMENT, 92.4 FT (28.2
 DL7784'M) NORTH OF TRUNK HIGHWAY 30 AND 9.1 FT (2.8 M) SOUTH OF ITS WOODEN
 DL7784'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7783 ***********************************************************************
 DL7783  DESIGNATION -  5101 H
 DL7783  PID         -  DL7783
 DL7783  STATE/COUNTY-  MN/MURRAY
 DL7783  COUNTRY     -  US
 DL7783  USGS QUAD   -  CHANDLER (1967)
 DL7783
 DL7783                         *CURRENT SURVEY CONTROL
 DL7783  ______________________________________________________________________
 DL7783* NAD 83(1986) POSITION- 43 59 37.5    (N) 095 57 51.0    (W)   HD_HELD2  
 DL7783* NAVD 88 ORTHO HEIGHT -   505.013  (meters)    1656.86  (feet) ADJUSTED  
 DL7783  ______________________________________________________________________
 DL7783  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 DL7783  DYNAMIC HEIGHT  -        504.904 (meters)     1656.51  (feet) COMP
 DL7783  MODELED GRAVITY -    980,386.8   (mgal)                       NAVD 88
 DL7783
 DL7783  VERT ORDER      -  SECOND    CLASS I
 DL7783
 DL7783.The horizontal coordinates were scaled from a topographic map and have
 DL7783.an estimated accuracy of +/- 6 seconds.
 DL7783.
 DL7783.The orthometric height was determined by differential leveling and
 DL7783.adjusted in February 2011.
 DL7783
 DL7783.Photographs are available for this station.
 DL7783
 DL7783.The dynamic height is computed by dividing the NAVD 88
 DL7783.geopotential number by the normal gravity value computed on the
 DL7783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7783.degrees latitude (g = 980.6199 gals.).
 DL7783
 DL7783.The modeled gravity was interpolated from observed gravity values.
 DL7783
 DL7783;                    North         East    Units  Estimated Accuracy
 DL7783;SPC MN S     -   212,310.      642,466.      MT  (+/- 10 meters HH2 GPS)
 DL7783
 DL7783                          SUPERSEDED SURVEY CONTROL
 DL7783
 DL7783.No superseded survey control is available for this station.
 DL7783
 DL7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6232175450(NAD 83)
 DL7783
 DL7783_MARKER: DD = SURVEY DISK
 DL7783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7783_STAMPING: 5101 H 2006
 DL7783_MARK LOGO: MNDT  
 DL7783_PROJECTION: FLUSH
 DL7783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7783+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7783_ROD/PIPE-DEPTH:  7.6 meters
 DL7783
 DL7783  HISTORY     - Date     Condition        Report By
 DL7783  HISTORY     - 20061108 MONUMENTED       MNDT
 DL7783
 DL7783                          STATION DESCRIPTION
 DL7783
 DL7783'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7783'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF WOODSTOCK, 5.5
 DL7783'MI (8.8 KM) WEST OF HADLEY, 4.5 MI (7.2 KM) NORTH OF CHANDLER AND 0.5
 DL7783'MI (0.8 KM) WEST OF LAKE WILSON, MINNESOTA.
 DL7783' 
 DL7783'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND SOUTH
 DL7783'TRUNK HIGHWAY 91 IN LAKE WILSON, GO 0.85 MI (1.4 KM) WEST ALONG TRUNK
 DL7783'HIGHWAY 30 TO MILE POINT 25.1.
 DL7783' 
 DL7783'THE MARK IS FOUND 113.4 FT (34.6 M) NORTHWEST OF TRUNK HIGHWAY 30,
 DL7783'54.7 FT (16.7 M) WEST OF 50TH AVENUE, 31.5 FT (9.6 M) NORTH OF 101ST
 DL7783'STREET, 11.7 FT (3.6 M) EAST OF UNDERGROUND CABLE BOX 6J3, 5.3 FT (1.6
 DL7783'M) EAST OF WOODEN POST AND 1.5 FT (0.5 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7786 ***********************************************************************
 DL7786  DESIGNATION -  5101 J
 DL7786  PID         -  DL7786
 DL7786  STATE/COUNTY-  MN/MURRAY
 DL7786  COUNTRY     -  US
 DL7786  USGS QUAD   -  EDGERTON NE (1967)
 DL7786
 DL7786                         *CURRENT SURVEY CONTROL
 DL7786  ______________________________________________________________________
 DL7786* NAD 83(1986) POSITION- 43 59 37.1    (N) 096 00 15.2    (W)   HD_HELD2  
 DL7786* NAVD 88 ORTHO HEIGHT -   529.515  (meters)    1737.25  (feet) ADJUSTED  
 DL7786  ______________________________________________________________________
 DL7786  GEOID HEIGHT    -        -26.15  (meters)                     GEOID09
 DL7786  DYNAMIC HEIGHT  -        529.400 (meters)     1736.87  (feet) COMP
 DL7786  MODELED GRAVITY -    980,383.9   (mgal)                       NAVD 88
 DL7786
 DL7786  VERT ORDER      -  SECOND    CLASS I
 DL7786
 DL7786.The horizontal coordinates were scaled from a topographic map and have
 DL7786.an estimated accuracy of +/- 6 seconds.
 DL7786.
 DL7786.The orthometric height was determined by differential leveling and
 DL7786.adjusted in February 2011.
 DL7786
 DL7786.Photographs are available for this station.
 DL7786
 DL7786.The dynamic height is computed by dividing the NAVD 88
 DL7786.geopotential number by the normal gravity value computed on the
 DL7786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7786.degrees latitude (g = 980.6199 gals.).
 DL7786
 DL7786.The modeled gravity was interpolated from observed gravity values.
 DL7786
 DL7786;                    North         East    Units  Estimated Accuracy
 DL7786;SPC MN S     -   212,376.      639,254.      MT  (+/- 10 meters HH2 GPS)
 DL7786
 DL7786                          SUPERSEDED SURVEY CONTROL
 DL7786
 DL7786.No superseded survey control is available for this station.
 DL7786
 DL7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP4021375530(NAD 83)
 DL7786
 DL7786_MARKER: DD = SURVEY DISK
 DL7786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7786_STAMPING: 5101 J 2006
 DL7786_MARK LOGO: MNDT  
 DL7786_PROJECTION: FLUSH
 DL7786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7786+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7786_ROD/PIPE-DEPTH:  6.1 meters
 DL7786
 DL7786  HISTORY     - Date     Condition        Report By
 DL7786  HISTORY     - 20061108 MONUMENTED       MNDT
 DL7786
 DL7786                          STATION DESCRIPTION
 DL7786
 DL7786'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7786'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) WEST OF HADLEY, 5.3 MI
 DL7786'(8.5 KM) NORTH-NORTHWEST OF CHANDLER, 4.9 MI (7.9 KM) EAST-SOUTHEAST
 DL7786'OF WOODSTOCK AND 2.65 MI (4.3 KM) WEST OF LAKE WILSON, MINNESOTA.
 DL7786' 
 DL7786'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND SOUTH
 DL7786'TRUNK HIGHWAY 91 IN LAKE WILSON, GO 2.95 MI (4.7 KM) WEST ALONG TRUNK
 DL7786'HIGHWAY 30 TO MILE POINT 23.05.
 DL7786' 
 DL7786'THE MARK IS FOUND 73.1 FT (22.3 M) NORTH OF TRUNK HIGHWAY 30, 47.9 FT
 DL7786'(14.6 M) WEST OF 30TH AVENUE, 17.7 FT (5.4 M) WEST OF GREEN
 DL7786'UNDERGROUND POWER BOX AND 1.6 FT (0.5 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7787 ***********************************************************************
 DL7787  DESIGNATION -  5101 K
 DL7787  PID         -  DL7787
 DL7787  STATE/COUNTY-  MN/MURRAY
 DL7787  COUNTRY     -  US
 DL7787  USGS QUAD   -  EDGERTON NE (1967)
 DL7787
 DL7787                         *CURRENT SURVEY CONTROL
 DL7787  ______________________________________________________________________
 DL7787* NAD 83(1986) POSITION- 43 59 38.5    (N) 096 01 27.4    (W)   HD_HELD2  
 DL7787* NAVD 88 ORTHO HEIGHT -   562.451  (meters)    1845.31  (feet) ADJUSTED  
 DL7787  ______________________________________________________________________
 DL7787  GEOID HEIGHT    -        -26.13  (meters)                     GEOID09
 DL7787  DYNAMIC HEIGHT  -        562.328 (meters)     1844.90  (feet) COMP
 DL7787  MODELED GRAVITY -    980,382.2   (mgal)                       NAVD 88
 DL7787
 DL7787  VERT ORDER      -  SECOND    CLASS I
 DL7787
 DL7787.The horizontal coordinates were scaled from a topographic map and have
 DL7787.an estimated accuracy of +/- 6 seconds.
 DL7787.
 DL7787.The orthometric height was determined by differential leveling and
 DL7787.adjusted in February 2011.
 DL7787
 DL7787.Photographs are available for this station.
 DL7787
 DL7787.The dynamic height is computed by dividing the NAVD 88
 DL7787.geopotential number by the normal gravity value computed on the
 DL7787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7787.degrees latitude (g = 980.6199 gals.).
 DL7787
 DL7787.The modeled gravity was interpolated from observed gravity values.
 DL7787
 DL7787;                    North         East    Units  Estimated Accuracy
 DL7787;SPC MN S     -   212,459.      637,647.      MT  (+/- 10 meters HH2 GPS)
 DL7787
 DL7787                          SUPERSEDED SURVEY CONTROL
 DL7787
 DL7787.No superseded survey control is available for this station.
 DL7787
 DL7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3860375515(NAD 83)
 DL7787
 DL7787_MARKER: DD = SURVEY DISK
 DL7787_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7787_STAMPING: 5101 K 2006
 DL7787_MARK LOGO: MNDT  
 DL7787_PROJECTION: FLUSH
 DL7787_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7787+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7787_ROD/PIPE-DEPTH:  4.6 meters
 DL7787
 DL7787  HISTORY     - Date     Condition        Report By
 DL7787  HISTORY     - 20061108 MONUMENTED       MNDT
 DL7787
 DL7787                          STATION DESCRIPTION
 DL7787
 DL7787'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7787'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF HADLEY, 5.9 MI
 DL7787'(9.5 KM) NORTHWEST OF CHANDLER, 3.9 MI (6.3 KM) EAST-SOUTHEAST OF
 DL7787'WOODSTOCK AND 3.7 MI (6.0 KM) WEST OF LAKE WILSON, MINNESOTA.
 DL7787' 
 DL7787'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND SOUTH
 DL7787'TRUNK HIGHWAY 91 IN LAKE WILSON, GO 4.05 MI (6.5 KM) WEST ALONG TRUNK
 DL7787'HIGHWAY 30 TO MILE POINT 22.05.
 DL7787' 
 DL7787'THE MARK IS FOUND 183.6 FT (56.0 M) NORTH OF TRUNK HIGHWAY 30, 52.4 FT
 DL7787'(16.0 M) WEST OF COUNTY ROAD 25, 8.6 FT (2.6 M) WEST-SOUTHWEST OF
 DL7787'POWER POLE WITH THREE GUY WIRES, 2.8 FT (0.9 M) SOUTH OF RIGHT OF WAY
 DL7787'SIGN POST, 2.8 FT (0.9 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7788 ***********************************************************************
 DL7788  DESIGNATION -  5101 K 1
 DL7788  PID         -  DL7788
 DL7788  STATE/COUNTY-  MN/MURRAY
 DL7788  COUNTRY     -  US
 DL7788  USGS QUAD   -  WOODSTOCK (1967)
 DL7788
 DL7788                         *CURRENT SURVEY CONTROL
 DL7788  ______________________________________________________________________
 DL7788* NAD 83(1986) POSITION- 44 01 02.6    (N) 096 01 28.3    (W)   HD_HELD2  
 DL7788* NAVD 88 ORTHO HEIGHT -   546.172  (meters)    1791.90  (feet) ADJUSTED  
 DL7788  ______________________________________________________________________
 DL7788  GEOID HEIGHT    -        -26.15  (meters)                     GEOID09
 DL7788  DYNAMIC HEIGHT  -        546.054 (meters)     1791.51  (feet) COMP
 DL7788  MODELED GRAVITY -    980,384.4   (mgal)                       NAVD 88
 DL7788
 DL7788  VERT ORDER      -  SECOND    CLASS I
 DL7788
 DL7788.The horizontal coordinates were scaled from a topographic map and have
 DL7788.an estimated accuracy of +/- 6 seconds.
 DL7788.
 DL7788.The orthometric height was determined by differential leveling and
 DL7788.adjusted in February 2011.
 DL7788
 DL7788.No vertical observational check was made to the station.
 DL7788
 DL7788.Photographs are available for this station.
 DL7788
 DL7788.The dynamic height is computed by dividing the NAVD 88
 DL7788.geopotential number by the normal gravity value computed on the
 DL7788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7788.degrees latitude (g = 980.6199 gals.).
 DL7788
 DL7788.The modeled gravity was interpolated from observed gravity values.
 DL7788
 DL7788;                    North         East    Units  Estimated Accuracy
 DL7788;SPC MN S     -   215,054.      637,691.      MT  (+/- 10 meters HH2 GPS)
 DL7788
 DL7788                          SUPERSEDED SURVEY CONTROL
 DL7788
 DL7788.No superseded survey control is available for this station.
 DL7788
 DL7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3848978109(NAD 83)
 DL7788
 DL7788_MARKER: DD = SURVEY DISK
 DL7788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7788_STAMPING: 5101 K1 2006
 DL7788_MARK LOGO: MNDT  
 DL7788_PROJECTION: FLUSH
 DL7788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7788+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 DL7788_ROD/PIPE-DEPTH:  7.6 meters
 DL7788
 DL7788  HISTORY     - Date     Condition        Report By
 DL7788  HISTORY     - 20061206 MONUMENTED       MNDT
 DL7788
 DL7788                          STATION DESCRIPTION
 DL7788
 DL7788'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7788'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) WEST OF HADLEY, 7.2 MI
 DL7788'(11.6 KM) NORTH-NORTHWEST OF CHANDLER, 3.8 MI (6.1 KM) EAST OF
 DL7788'WOODSTOCK AND 3.8 MI (6.1 KM) NORTHWEST OF LAKE WILSON, MINNESOTA.
 DL7788' 
 DL7788'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND SOUTH
 DL7788'TRUNK HIGHWAY 91 IN LAKE WILSON, GO 4.05 MI (6.5 KM) WEST ALONG TRUNK
 DL7788'HIGHWAY 30 TO MILE POINT 22.05, THENCE 1.65 MI (2.7 KM) NORTH ON
 DL7788'COUNTY ROAD 25.
 DL7788' 
 DL7788'THE MARK IS FOUND 50.3 FT (15.3 M) WEST OF COUNTY ROAD 25, 25.6 FT
 DL7788'(7.8 M) NORTH OF A POWER POLE, 3.2 FT (1.0 M) SOUTH OF RIGHT-OF-WAY
 DL7788'SIGNPOST AND 3.2 FT (1.0 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7789 ***********************************************************************
 DL7789  DESIGNATION -  5101 K 2
 DL7789  PID         -  DL7789
 DL7789  STATE/COUNTY-  MN/MURRAY
 DL7789  COUNTRY     -  US
 DL7789  USGS QUAD   -  WOODSTOCK (1967)
 DL7789
 DL7789                         *CURRENT SURVEY CONTROL
 DL7789  ______________________________________________________________________
 DL7789* NAD 83(1986) POSITION- 44 01 41.4    (N) 096 01 27.3    (W)   HD_HELD2  
 DL7789* NAVD 88 ORTHO HEIGHT -   538.447  (meters)    1766.55  (feet) ADJUSTED  
 DL7789  ______________________________________________________________________
 DL7789  GEOID HEIGHT    -        -26.16  (meters)                     GEOID09
 DL7789  DYNAMIC HEIGHT  -        538.331 (meters)     1766.17  (feet) COMP
 DL7789  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 DL7789
 DL7789  VERT ORDER      -  SECOND    CLASS I
 DL7789
 DL7789.The horizontal coordinates were scaled from a topographic map and have
 DL7789.an estimated accuracy of +/- 6 seconds.
 DL7789.
 DL7789.The orthometric height was determined by differential leveling and
 DL7789.adjusted in February 2011.
 DL7789
 DL7789.No vertical observational check was made to the station.
 DL7789
 DL7789.Photographs are available for this station.
 DL7789
 DL7789.The dynamic height is computed by dividing the NAVD 88
 DL7789.geopotential number by the normal gravity value computed on the
 DL7789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7789.degrees latitude (g = 980.6199 gals.).
 DL7789
 DL7789.The modeled gravity was interpolated from observed gravity values.
 DL7789
 DL7789;                    North         East    Units  Estimated Accuracy
 DL7789;SPC MN S     -   216,251.      637,743.      MT  (+/- 10 meters HH2 GPS)
 DL7789
 DL7789                          SUPERSEDED SURVEY CONTROL
 DL7789
 DL7789.No superseded survey control is available for this station.
 DL7789
 DL7789_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3846879307(NAD 83)
 DL7789
 DL7789_MARKER: DD = SURVEY DISK
 DL7789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7789_STAMPING: 5101 K 2 2006
 DL7789_MARK LOGO: MNDT  
 DL7789_PROJECTION: RECESSED 5 CENTIMETERS
 DL7789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7789+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2006
 DL7789_ROD/PIPE-DEPTH:  7.6 meters
 DL7789
 DL7789  HISTORY     - Date     Condition        Report By
 DL7789  HISTORY     - 20061206 MONUMENTED       MNDT
 DL7789
 DL7789                          STATION DESCRIPTION
 DL7789
 DL7789'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7789'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF
 DL7789'CURRENT LAKE, 7.8 MI (12.6 KM) NORTH-NORTHWEST OF CHANDLER, 4.0 MI
 DL7789'(6.4 KM) EAST-NORTHEAST OF WOODSTOCK AND 3.9 MI (6.3 KM) NORTHWEST OF
 DL7789'LAKE WILSON, MINNESOTA.
 DL7789' 
 DL7789'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND SOUTH
 DL7789'TRUNK HIGHWAY 91 IN LAKE WILSON, GO 4.05 MI (6.5 KM) WEST ALONG TRUNK
 DL7789'HIGHWAY 30 TO MILE POINT 22.05, THENCE 2.45 MI (3.9 KM) NORTH ON
 DL7789'COUNTY ROAD 25.
 DL7789' 
 DL7789'THE MARK IS FOUND 49.6 FT (15.1 M) EAST OF COUNTY ROAD 25, 2.4 FT (0.7
 DL7789'M) SOUTH OF A RIGHT-OF-WAY POST AND 2.4 FT (0.7 M) SOUTH OF ITS
 DL7789'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7791 ***********************************************************************
 DL7791  DESIGNATION -  5101 M
 DL7791  PID         -  DL7791
 DL7791  STATE/COUNTY-  MN/MURRAY
 DL7791  COUNTRY     -  US
 DL7791  USGS QUAD   -  EDGERTON NE (1967)
 DL7791
 DL7791                         *CURRENT SURVEY CONTROL
 DL7791  ______________________________________________________________________
 DL7791* NAD 83(1986) POSITION- 43 59 35.9    (N) 096 03 49.3    (W)   HD_HELD2  
 DL7791* NAVD 88 ORTHO HEIGHT -   550.751  (meters)    1806.92  (feet) ADJUSTED  
 DL7791  ______________________________________________________________________
 DL7791  GEOID HEIGHT    -        -26.11  (meters)                     GEOID09
 DL7791  DYNAMIC HEIGHT  -        550.628 (meters)     1806.52  (feet) COMP
 DL7791  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 DL7791
 DL7791  VERT ORDER      -  SECOND    CLASS I
 DL7791
 DL7791.The horizontal coordinates were scaled from a topographic map and have
 DL7791.an estimated accuracy of +/- 6 seconds.
 DL7791.
 DL7791.The orthometric height was determined by differential leveling and
 DL7791.adjusted in February 2011.
 DL7791
 DL7791.Photographs are available for this station.
 DL7791
 DL7791.The dynamic height is computed by dividing the NAVD 88
 DL7791.geopotential number by the normal gravity value computed on the
 DL7791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7791.degrees latitude (g = 980.6199 gals.).
 DL7791
 DL7791.The modeled gravity was interpolated from observed gravity values.
 DL7791
 DL7791;                    North         East    Units  Estimated Accuracy
 DL7791;SPC MN S     -   212,458.      634,484.      MT  (+/- 10 meters HH2 GPS)
 DL7791
 DL7791                          SUPERSEDED SURVEY CONTROL
 DL7791
 DL7791.No superseded survey control is available for this station.
 DL7791
 DL7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP3544575321(NAD 83)
 DL7791
 DL7791_MARKER: DD = SURVEY DISK
 DL7791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7791_STAMPING: 5101 M 2006
 DL7791_MARK LOGO: MNDT  
 DL7791_PROJECTION: FLUSH
 DL7791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7791+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7791_ROD/PIPE-DEPTH:  6.1 meters
 DL7791
 DL7791  HISTORY     - Date     Condition        Report By
 DL7791  HISTORY     - 20061108 MONUMENTED       MNDT
 DL7791
 DL7791                          STATION DESCRIPTION
 DL7791
 DL7791'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7791'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTH-NORTHEAST OF
 DL7791'EDGERTON, 7.3 MI (11.7 KM) NORTHWEST OF CHANDLER, 5.6 MI (9.0 KM) WEST
 DL7791'OF LAKE WILSON AND 2.1 MI (3.4 KM) EAST-SOUTHEAST OF WOODSTOCK,
 DL7791'MINNESOTA.
 DL7791' 
 DL7791'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND SOUTH
 DL7791'TRUNK HIGHWAY 91 IN LAKE WILSON, GO 5.9 MI (9.5 KM) WEST ALONG TRUNK
 DL7791'HIGHWAY 30 TO MILE POINT 20.05.
 DL7791' 
 DL7791'THE MARK IS FOUND 110 FT (33.5 M) EAST OF COUNTY LINE AVENUE, 70.2 FT
 DL7791'(21.4 M) SOUTH OF TRUNK HIGHWAY 30, 44.3 FT (13.5 M) EAST OF CORNER
 DL7791'POST OF PASTURE GATE, 4.1 FT (1.2 M) NORTH OF A FENCE AND 3.3 FT (1.0
 DL7791'M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1389 ***********************************************************************
 OP1389  DESIGNATION -  5102 A
 OP1389  PID         -  OP1389
 OP1389  STATE/COUNTY-  MN/MURRAY
 OP1389  COUNTRY     -  US
 OP1389  USGS QUAD   -  CHANDLER (1967)
 OP1389
 OP1389                         *CURRENT SURVEY CONTROL
 OP1389  ______________________________________________________________________
 OP1389* NAD 83(2007) POSITION- 43 59 35.96456(N) 095 56 48.38064(W)   ADJUSTED  
 OP1389* NAD 83(2007) ELLIP HT-   481.529 (meters)        (02/10/07)   ADJUSTED
 OP1389* NAD 83(2007) EPOCH   -  2002.00
 OP1389* NAVD 88 ORTHO HEIGHT -   507.766  (meters)    1665.90  (feet) ADJUSTED  
 OP1389  ______________________________________________________________________
 OP1389  NAD 83(2007) X  -   -476,201.356 (meters)                     COMP
 OP1389  NAD 83(2007) Y  - -4,571,603.214 (meters)                     COMP
 OP1389  NAD 83(2007) Z  -  4,407,892.404 (meters)                     COMP
 OP1389  LAPLACE CORR    -         -3.65  (seconds)                    DEFLEC09
 OP1389  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 OP1389  DYNAMIC HEIGHT  -        507.657 (meters)     1665.54  (feet) COMP
 OP1389  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 OP1389
 OP1389  VERT ORDER      -  SECOND    CLASS I
 OP1389
 OP1389  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1389  Type                                         Horiz  Ellip  Dist(km)
 OP1389  -------------------------------------------------------------------
 OP1389  NETWORK                                       0.33   0.47
 OP1389  -------------------------------------------------------------------
 OP1389  MEDIAN LOCAL ACCURACY AND DIST (014 points)   0.37   0.41      8.29
 OP1389  -------------------------------------------------------------------
 OP1389  NOTE: Click here for information on individual local accuracy
 OP1389  values and other accuracy information.
 OP1389
 OP1389
 OP1389.The horizontal coordinates were established by GPS observations
 OP1389.and adjusted by the National Geodetic Survey in February 2007.
 OP1389
 OP1389.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1389.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1389
 OP1389.The horizontal coordinates are valid at the epoch date displayed above
 OP1389.which is a decimal equivalence of Year/Month/Day.
 OP1389
 OP1389.The orthometric height was determined by differential leveling and
 OP1389.adjusted in June 1995.
 OP1389
 OP1389.Photographs are available for this station.
 OP1389
 OP1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1389
 OP1389.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1389
 OP1389.The ellipsoidal height was determined by GPS observations
 OP1389.and is referenced to NAD 83.
 OP1389
 OP1389.The dynamic height is computed by dividing the NAVD 88
 OP1389.geopotential number by the normal gravity value computed on the
 OP1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1389.degrees latitude (g = 980.6199 gals.).
 OP1389
 OP1389.The modeled gravity was interpolated from observed gravity values.
 OP1389
 OP1389. The following values were computed from the NAD 83(2007) position.
 OP1389
 OP1389;                    North         East     Units Scale Factor Converg.
 OP1389;SPC MN S     -   212,229.601   643,860.121   MT  0.99996112   -1 21 52.4
 OP1389;SPC MN S     -   696,289.95  2,112,397.75   sFT  0.99996112   -1 21 52.4
 OP1389;UTM  15      - 4,875,353.559   263,714.845   MT  1.00028673   -2 02 51.7
 OP1389;UTM  14      - 4,875,664.293   744,821.487   MT  1.00033725   +2 07 18.3
 OP1389
 OP1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1389!SPC MN S     -   0.99992450  x   0.99996112  =   0.99988562
 OP1389!UTM  15      -   0.99992450  x   1.00028673  =   1.00021121
 OP1389!UTM  14      -   0.99992450  x   1.00033725  =   1.00026172
 OP1389
 OP1389                          SUPERSEDED SURVEY CONTROL
 OP1389
 OP1389  NAD 83(1996)-  43 59 35.96431(N)    095 56 48.37964(W) AD(       ) 1
 OP1389  ELLIP H (11/13/02)  481.549  (m)                       GP(       ) 3 1
 OP1389  NAD 83(1996)-  43 59 35.96414(N)    095 56 48.37887(W) AD(       ) 1
 OP1389  ELLIP H (09/28/98)  481.553  (m)                       GP(       ) 3 1
 OP1389  NAVD 88 (09/28/98)  507.77   (m)         1665.9    (f) LEVELING    3  
 OP1389
 OP1389.Superseded values are not recommended for survey control.
 OP1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1389.See file dsdata.txt to determine how the superseded data were derived.
 OP1389
 OP1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6371475353(NAD 83)
 OP1389
 OP1389_MARKER: DV = VERTICAL CONTROL DISK
 OP1389_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1389_SP_SET: ALUMINUM ALLOY ROD
 OP1389_STAMPING: 5102 A 1987
 OP1389_MARK LOGO: MNDT  
 OP1389_PROJECTION: FLUSH
 OP1389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1389+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2006
 OP1389_ROD/PIPE-DEPTH:  6.1 meters
 OP1389
 OP1389  HISTORY     - Date     Condition        Report By
 OP1389  HISTORY     - 1987     MONUMENTED       MNDT
 OP1389  HISTORY     - 19930315 GOOD             MNDT
 OP1389  HISTORY     - 19991116 GOOD             MNDT
 OP1389  HISTORY     - 20010401 GOOD             MNDT
 OP1389  HISTORY     - 20040622 GOOD             MNDT
 OP1389  HISTORY     - 20061010 GOOD             MNDT
 OP1389
 OP1389                          STATION DESCRIPTION
 OP1389
 OP1389'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1389'THE MARK IS LOCATED AT THE EAST EDGE OF THE TOWN OF LAKE WILSON, IN
 OP1389'THE NE 1/4 OF SECTION 13, T106N, R43W, NEAR A FIELD ENTRANCE ON THE
 OP1389'SOUTH RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 25.9, 300 FT
 OP1389'(91.4 M) WEST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK
 OP1389'HIGHWAY 91 AT THE EAST EDGE OF LAKE WILSON.  THE MARK, A STANDARD
 OP1389'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5102 A
 OP1389'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 OP1389'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 OP1389'THE GROUND AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 OP1389'THE MARK IS 77.0 FT (23.5 M) SOUTH OF THE CENTERLINE OF TRUNK
 OP1389'HIGHWAY 30, 16 FT (4.9 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 116
 OP1389'FT (35.4 M) EAST OF A POWER POLE WITH GUY WIRES, 95.8 FT (29.2 M)
 OP1389'WEST OF A CONTROLLED ACCESS SIGN POST, 3.3 FT (1.0 M) EAST OF A WOOD
 OP1389'CORNER FENCE POST, AND 1.3 FT (0.4 M) EAST OF A STEEL WITNESS POST.
 OP1389'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OP1389
 OP1389                          STATION RECOVERY (1993)
 OP1389
 OP1389'RECOVERY NOTE BY MN DEPT OF TRANSP 1993 (DKH)
 OP1389'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  RECOVERED BY
 OP1389'DAVID K HERDER, TYPED BY J.E.M.
 OP1389
 OP1389                          STATION RECOVERY (1999)
 OP1389
 OP1389'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP1389'THE MARK WAS RECOVERED AS DESCRIBED.
 OP1389
 OP1389                          STATION RECOVERY (2001)
 OP1389
 OP1389'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1389'THE MARK WAS RECOVERED 300 FT WEST OF JCT OF TH 30 AND TH 91 AT LAKE
 OP1389'WILSON, AT TH 30 MP 25.9 , 77 FT   SOUTH OF TH 30, 16 FT WEST OF
 OP1389'DRIVEWAY, 116 FT EAST OF P-POL E WITH GUY          WIRES, 10.3 FT EAST
 OP1389'OF P-POLE, 1.3 FT EAST OF WIT POST, DISK RECESSED 2.0       INCHES,
 OP1389'MARK IS MAGNETIC, GOOD FOR GPS
 OP1389
 OP1389                          STATION RECOVERY (2004)
 OP1389
 OP1389'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP)
 OP1389'300 FEET WEST OF JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK HIGHWAY 91 AT
 OP1389'LAKE WILSON, AT TRUNK HIGHWAY 30 MILEPOINT 25.9, 77 FEET SOUTH OF TRUN
 OP1389'K HIGHWAY 30, 16 FEET WEST OF DRIVEWAY, 116 FEET EAST OF POWER POLE WI
 OP1389'TH GUY WIRES, 10.3 FEET EAST OF POWER POLE, 1.3 FEET EAST OF WITNESS P
 OP1389'OST
 OP1389
 OP1389                          STATION RECOVERY (2006)
 OP1389
 OP1389'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 OP1389'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1387 ***********************************************************************
 OP1387  DESIGNATION -  5102 B
 OP1387  PID         -  OP1387
 OP1387  STATE/COUNTY-  MN/MURRAY
 OP1387  COUNTRY     -  US
 OP1387  USGS QUAD   -  CHANDLER (1967)
 OP1387
 OP1387                         *CURRENT SURVEY CONTROL
 OP1387  ______________________________________________________________________
 OP1387* NAD 83(1986) POSITION- 43 59 35.     (N) 095 54 48.     (W)   SCALED    
 OP1387* NAVD 88 ORTHO HEIGHT -   497.271  (meters)    1631.46  (feet) ADJUSTED  
 OP1387  ______________________________________________________________________
 OP1387  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 OP1387  DYNAMIC HEIGHT  -        497.163 (meters)     1631.11  (feet) COMP
 OP1387  MODELED GRAVITY -    980,385.6   (mgal)                       NAVD 88
 OP1387
 OP1387  VERT ORDER      -  SECOND    CLASS I
 OP1387
 OP1387.The horizontal coordinates were scaled from a topographic map and have
 OP1387.an estimated accuracy of +/- 6 seconds.
 OP1387.
 OP1387.The orthometric height was determined by differential leveling and
 OP1387.adjusted in June 1995.
 OP1387
 OP1387.The dynamic height is computed by dividing the NAVD 88
 OP1387.geopotential number by the normal gravity value computed on the
 OP1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1387.degrees latitude (g = 980.6199 gals.).
 OP1387
 OP1387.The modeled gravity was interpolated from observed gravity values.
 OP1387
 OP1387;                    North         East    Units  Estimated Accuracy
 OP1387;SPC MN S     -   212,140.      646,540.      MT  (+/- 180 meters Scaled)
 OP1387
 OP1387                          SUPERSEDED SURVEY CONTROL
 OP1387
 OP1387.No superseded survey control is available for this station.
 OP1387
 OP1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ663752(NAD 83)
 OP1387
 OP1387_MARKER: DV = VERTICAL CONTROL DISK
 OP1387_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OP1387_SP_SET: BRIDGE ABUTMENT
 OP1387_STAMPING: 5102 B 1987
 OP1387_MARK LOGO: MNDT  
 OP1387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1387
 OP1387  HISTORY     - Date     Condition        Report By
 OP1387  HISTORY     - 1987     MONUMENTED       MNDT
 OP1387  HISTORY     - 20061009 MARK NOT FOUND   MNDT
 OP1387
 OP1387                          STATION DESCRIPTION
 OP1387
 OP1387'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1387'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF THE TOWN OF LAKE
 OP1387'WILSON, IN THE NE 1/4 OF SECTION 17, T106N, R42W, IN THE SOUTHEAST
 OP1387'CORNER OF A TRUNK HIGHWAY 30 BRIDGE (NUMBER 5167) OVER A DRAINAGE
 OP1387'DITCH, 1.6 MI (2.6 KM) EAST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION
 OP1387'WITH TRUNK HIGHWAY 91 AT THE EAST EDGE OF LAKE WILSON.  THE MARK, A
 OP1387'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5102
 OP1387'B 1987---, IS SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST
 OP1387'ABUTMENT OF THE BRIDGE ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF THE
 OP1387'HIGHWAY.  THE MARK IS 15.7 FT (4.8 M) SOUTH OF THE CENTERLINE OF
 OP1387'TRUNK HIGHWAY 30 AT MILEPOINT 27.6.
 OP1387
 OP1387                          STATION RECOVERY (2006)
 OP1387
 OP1387'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 OP1387'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1386 ***********************************************************************
 OP1386  DESIGNATION -  5102 C
 OP1386  PID         -  OP1386
 OP1386  STATE/COUNTY-  MN/MURRAY
 OP1386  COUNTRY     -  US
 OP1386  USGS QUAD   -  CHANDLER (1967)
 OP1386
 OP1386                         *CURRENT SURVEY CONTROL
 OP1386  ______________________________________________________________________
 OP1386* NAD 83(1986) POSITION- 43 59 36.9    (N) 095 53 49.5    (W)   HD_HELD2  
 OP1386* NAVD 88 ORTHO HEIGHT -   495.914  (meters)    1627.01  (feet) ADJUSTED  
 OP1386  ______________________________________________________________________
 OP1386  GEOID HEIGHT    -        -26.30  (meters)                     GEOID09
 OP1386  DYNAMIC HEIGHT  -        495.806 (meters)     1626.66  (feet) COMP
 OP1386  MODELED GRAVITY -    980,384.3   (mgal)                       NAVD 88
 OP1386
 OP1386  VERT ORDER      -  SECOND    CLASS I
 OP1386
 OP1386.The horizontal coordinates were scaled from a topographic map and have
 OP1386.an estimated accuracy of +/- 6 seconds.
 OP1386.
 OP1386.The orthometric height was determined by differential leveling and
 OP1386.adjusted in June 1995.
 OP1386
 OP1386.Photographs are available for this station.
 OP1386
 OP1386.The dynamic height is computed by dividing the NAVD 88
 OP1386.geopotential number by the normal gravity value computed on the
 OP1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1386.degrees latitude (g = 980.6199 gals.).
 OP1386
 OP1386.The modeled gravity was interpolated from observed gravity values.
 OP1386
 OP1386;                    North         East    Units  Estimated Accuracy
 OP1386;SPC MN S     -   212,165.      647,845.      MT  (+/- 10 meters HH2 GPS)
 OP1386
 OP1386                          SUPERSEDED SURVEY CONTROL
 OP1386
 OP1386.No superseded survey control is available for this station.
 OP1386
 OP1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6770075241(NAD 83)
 OP1386
 OP1386_MARKER: DV = VERTICAL CONTROL DISK
 OP1386_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1386_SP_SET: ALUMINUM ALLOY ROD
 OP1386_STAMPING: 5102 C 1987
 OP1386_MARK LOGO: MNDT  
 OP1386_PROJECTION: RECESSED 5 CENTIMETERS
 OP1386_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1386+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 OP1386
 OP1386  HISTORY     - Date     Condition        Report By
 OP1386  HISTORY     - 1987     MONUMENTED       MNDT
 OP1386  HISTORY     - 20061009 GOOD             MNDT
 OP1386
 OP1386                          STATION DESCRIPTION
 OP1386
 OP1386'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1386'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) EAST OF THE TOWN OF LAKE
 OP1386'WILSON, IN THE SW 1/4 OF SECTION 9, T106N, R42W, ON THE NORTH
 OP1386'RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 28.4, 2.4 MI (3.9 KM)
 OP1386'EAST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 91 AT
 OP1386'THE EAST EDGE OF LAKE WILSON.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1386'VERTICAL CONTROL MONUMENT DISK STAMPED---5102 C 1987---, IS SET ON
 OP1386'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD
 OP1386'THAT IS BURIED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND AND IS
 OP1386'ABOUT LEVEL WITH THE HIGHWAY.  THE MARK IS 71.5 FT (21.8 M) NORTH OF
 OP1386'THE CENTERLINE OF TRUNK HIGHWAY 30, 130 FT (39.6 M) EAST OF THE
 OP1386'CENTER OF A FIELD ENTRANCE, 6.8 FT (2.1 M) WEST-SOUTHWEST OF A POWER
 OP1386'POLE WITH GUY WIRES, 1.8 FT (0.5 M) SOUTH OF AN EAST-WEST FENCELINE,
 OP1386'AND 1.5 FT (0.5 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE
 OP1386'DISK MAKES THE MARK MAGNETIC.
 OP1386
 OP1386                          STATION RECOVERY (2006)
 OP1386
 OP1386'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 OP1386'THE STATION IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF SLAYTON, 5.1 MI
 OP1386'(8.2 KM) NORTH-NORTHEAST OF CHANDLER AND 2.2 MI (3.5 KM)
 OP1386'WEST-SOUTHWEST OF HADLEY, MINNESOTA.
 OP1386' 
 OP1386'TO REACH THE MARK FROM THE JUNCTION OF FROM THE JUNCTION OF TRUNK
 OP1386'HIGHWAY 30 AND TRUNK HIGHWAY 91 AT LAKE WILSON, GO 2.4 MI (3.9 KM)
 OP1386'EAST ON TRUNK HIGHWAY 30 TO MILE POINT 28.4.
 OP1386' 
 OP1386'THE MARK IS FOUND 71.5 FT (21.8 M) NORTH OF TRUNK HIGHWAY 30, 130 FT
 OP1386'(39.6 M) EAST OF A FIELD ENTRANCE AND 1.5 FT (0.5 M) EAST OF ITS
 OP1386'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1385 ***********************************************************************
 OP1385  DESIGNATION -  5102 D
 OP1385  PID         -  OP1385
 OP1385  STATE/COUNTY-  MN/MURRAY
 OP1385  COUNTRY     -  US
 OP1385  USGS QUAD   -  CHANDLER (1967)
 OP1385
 OP1385                         *CURRENT SURVEY CONTROL
 OP1385  ______________________________________________________________________
 OP1385* NAD 83(1986) POSITION- 43 59 34.7    (N) 095 53 00.8    (W)   HD_HELD2  
 OP1385* NAVD 88 ORTHO HEIGHT -   501.477  (meters)    1645.26  (feet) ADJUSTED  
 OP1385  ______________________________________________________________________
 OP1385  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 OP1385  DYNAMIC HEIGHT  -        501.367 (meters)     1644.90  (feet) COMP
 OP1385  MODELED GRAVITY -    980,382.9   (mgal)                       NAVD 88
 OP1385
 OP1385  VERT ORDER      -  SECOND    CLASS I
 OP1385
 OP1385.The horizontal coordinates were scaled from a topographic map and have
 OP1385.an estimated accuracy of +/- 6 seconds.
 OP1385.
 OP1385.The orthometric height was determined by differential leveling and
 OP1385.adjusted in June 1995.
 OP1385
 OP1385.Photographs are available for this station.
 OP1385
 OP1385.The dynamic height is computed by dividing the NAVD 88
 OP1385.geopotential number by the normal gravity value computed on the
 OP1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1385.degrees latitude (g = 980.6199 gals.).
 OP1385
 OP1385.The modeled gravity was interpolated from observed gravity values.
 OP1385
 OP1385;                    North         East    Units  Estimated Accuracy
 OP1385;SPC MN S     -   212,072.      648,929.      MT  (+/- 10 meters HH2 GPS)
 OP1385
 OP1385                          SUPERSEDED SURVEY CONTROL
 OP1385
 OP1385.No superseded survey control is available for this station.
 OP1385
 OP1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6878275135(NAD 83)
 OP1385
 OP1385_MARKER: DV = VERTICAL CONTROL DISK
 OP1385_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1385_SP_SET: ALUMINUM ALLOY ROD
 OP1385_STAMPING: 5102 D 1987
 OP1385_MARK LOGO: MNDT  
 OP1385_PROJECTION: PROJECTING 3 CENTIMETERS
 OP1385_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1385+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2006
 OP1385
 OP1385  HISTORY     - Date     Condition        Report By
 OP1385  HISTORY     - 1987     MONUMENTED       MNDT
 OP1385  HISTORY     - 20061009 GOOD             MNDT
 OP1385
 OP1385                          STATION DESCRIPTION
 OP1385
 OP1385'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1385'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF THE TOWN OF LAKE
 OP1385'WILSON, IN THE SE 1/4 OF SECTION 10, T106N, R42W, ON THE NORTH
 OP1385'RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 29.1, 3.1 MI (5.0 KM)
 OP1385'EAST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 91 AT
 OP1385'THE EAST EDGE OF LAKE WILSON.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1385'VERTICAL CONTROL MONUMENT DISK STAMPED---5102 D 1987---, IS SET ON
 OP1385'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM ROD
 OP1385'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M)
 OP1385'BELOW THE LEVEL OF TRUNK HIGHWAY 30. THE MARK IS 155.0 FT (47.2 M)
 OP1385'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 30, 24 FT (7.3 M) EAST OF THE
 OP1385'CENTER OF A GRAVEL ROAD, 7.1 FT (2.2 M) SOUTH OF THE EAST 1 OF 2
 OP1385'STEEL SIGN POSTS FOR A MINUMUM MAINTENANCE ROAD SIGN, AND 1.5 FT
 OP1385'(0.5 M) WEST-NORTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 OP1385'MAKES THE MARK MAGNETIC.
 OP1385
 OP1385                          STATION RECOVERY (2006)
 OP1385
 OP1385'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 OP1385'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) WEST OF SLAYTON, 5.4 MI
 OP1385'(8.7 KM) NORTHEAST OF CHANDLER AND 1.6 MI (2.6 KM) WEST-SOUTHWEST OF
 OP1385'HADLEY, MINNESOTA.
 OP1385' 
 OP1385'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OP1385'HIGHWAY 91 AT LAKE WILSON, GO 3.1 MI (5.0 KM) EAST ON TRUNK HIGHWAY 30
 OP1385'TO MILE POINT 29.1.
 OP1385' 
 OP1385'THE MARK IS FOUND 155 FT (47.2 M) NORTH OF TRUNK HIGHWAY 30, 24 FT
 OP1385'(7.3 M) EAST OF GRAVEL ROAD, 7.1 FT (2.2 M) SOUTH OF MINIMUM
 OP1385'MAINTENANCE ROAD SIGN POST AND 1.5 FT (0.5 M) WEST-NORTHWEST OF ITS
 OP1385'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1384 ***********************************************************************
 OP1384  DESIGNATION -  5102 E
 OP1384  PID         -  OP1384
 OP1384  STATE/COUNTY-  MN/MURRAY
 OP1384  COUNTRY     -  US
 OP1384  USGS QUAD   -  SLAYTON (1967)
 OP1384
 OP1384                         *CURRENT SURVEY CONTROL
 OP1384  ______________________________________________________________________
 OP1384* NAD 83(1986) POSITION- 43 59 36.7    (N) 095 52 05.2    (W)   HD_HELD2  
 OP1384* NAVD 88 ORTHO HEIGHT -   527.921  (meters)    1732.02  (feet) ADJUSTED  
 OP1384  ______________________________________________________________________
 OP1384  GEOID HEIGHT    -        -26.36  (meters)                     GEOID09
 OP1384  DYNAMIC HEIGHT  -        527.804 (meters)     1731.64  (feet) COMP
 OP1384  MODELED GRAVITY -    980,381.5   (mgal)                       NAVD 88
 OP1384
 OP1384  VERT ORDER      -  SECOND    CLASS I
 OP1384
 OP1384.The horizontal coordinates were scaled from a topographic map and have
 OP1384.an estimated accuracy of +/- 6 seconds.
 OP1384.
 OP1384.The orthometric height was determined by differential leveling and
 OP1384.adjusted in June 1995.
 OP1384
 OP1384.Photographs are available for this station.
 OP1384
 OP1384.The dynamic height is computed by dividing the NAVD 88
 OP1384.geopotential number by the normal gravity value computed on the
 OP1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1384.degrees latitude (g = 980.6199 gals.).
 OP1384
 OP1384.The modeled gravity was interpolated from observed gravity values.
 OP1384
 OP1384;                    North         East    Units  Estimated Accuracy
 OP1384;SPC MN S     -   212,105.      650,169.      MT  (+/- 10 meters HH2 GPS)
 OP1384
 OP1384                          SUPERSEDED SURVEY CONTROL
 OP1384
 OP1384.No superseded survey control is available for this station.
 OP1384
 OP1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7002375153(NAD 83)
 OP1384
 OP1384_MARKER: DV = VERTICAL CONTROL DISK
 OP1384_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1384_SP_SET: ALUMINUM ALLOY ROD
 OP1384_STAMPING: 5102 E 1987
 OP1384_MARK LOGO: MNDT  
 OP1384_PROJECTION: RECESSED 5 CENTIMETERS
 OP1384_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1384+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 OP1384
 OP1384  HISTORY     - Date     Condition        Report By
 OP1384  HISTORY     - 1987     MONUMENTED       MNDT
 OP1384  HISTORY     - 20061108 GOOD             MNDT
 OP1384
 OP1384                          STATION DESCRIPTION
 OP1384
 OP1384'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1384'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) EAST OF THE TOWN OF LAKE
 OP1384'WILSON, IN THE SE 1/4 OF SECTION 10, T106N, R42W, ON THE NORTH
 OP1384'RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 29.85, 3.85 MI
 OP1384'(6.20 KM) EAST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK
 OP1384'HIGHWAY 91 AT THE EAST EDGE OF LAKE WILSON.  THE MARK, A STANDARD
 OP1384'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5102 E
 OP1384'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 60-FOOT
 OP1384'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 OP1384'THE GROUND AND IS ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.
 OP1384'THE MARK IS 75.5 FT (23.0 M) NORTH OF THE CENTERLINE OF TRUNK
 OP1384'HIGHWAY 30, 129.4 FT (39.4 M) EAST OF A POWER POLE, 126 FT (38.4 M)
 OP1384'WEST OF A POWER POLE, 7.1 FT (2.2 M) EAST-SOUTHEAST OF A WOOD CORNER
 OP1384'FENCE POST, 2.4 FT (0.7 M) EAST OF A RIGHT-OF-WAY POST, 1.2 FT
 OP1384'(0.4 M) SOUTH OF AN EAST-WEST FENCELINE, AND 1.1 FT (0.3 M) WEST OF A
 OP1384'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OP1384
 OP1384                          STATION RECOVERY (2006)
 OP1384
 OP1384'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DAS)
 OP1384'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHEAST OF CHANDLER,
 OP1384'5.6 MI (9.0 KM) WEST OF SLAYTON AND 0.9 MI (1.4 KM) SOUTHWEST OF
 OP1384'HADLEY, MINNESOTA.
 OP1384' 
 OP1384'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND TRUNK
 OP1384'HIGHWAY 91 AT LAKE WILSON, GO 3.85 MI (6.2 KM) EAST ON TRUNK HIGHWAY
 OP1384'30 TO MILE POINT 29.95.
 OP1384' 
 OP1384'THE MARK IS FOUND 75.5 FT (23.0 M) NORTH OF TRUNK HIGHWAY 30, 7.1 FT
 OP1384'(2.2 M) EAST-SOUTHEAST OF A WOOD CORNER POST, 2.4 FT (0.7 M) EAST OF A
 OP1384'RIGHT-OF-WAY POST AND 1.1 FT (0.3 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1383 ***********************************************************************
 OP1383  DESIGNATION -  5102 F
 OP1383  PID         -  OP1383
 OP1383  STATE/COUNTY-  MN/MURRAY
 OP1383  COUNTRY     -  US
 OP1383  USGS QUAD   -  SLAYTON (1967)
 OP1383
 OP1383                         *CURRENT SURVEY CONTROL
 OP1383  ______________________________________________________________________
 OP1383* NAD 83(1986) POSITION- 43 59 36.     (N) 095 50 46.     (W)   SCALED    
 OP1383* NAVD 88 ORTHO HEIGHT -   508.841  (meters)    1669.42  (feet) ADJUSTED  
 OP1383  ______________________________________________________________________
 OP1383  GEOID HEIGHT    -        -26.40  (meters)                     GEOID09
 OP1383  DYNAMIC HEIGHT  -        508.727 (meters)     1669.05  (feet) COMP
 OP1383  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 OP1383
 OP1383  VERT ORDER      -  SECOND    CLASS I
 OP1383
 OP1383.The horizontal coordinates were scaled from a topographic map and have
 OP1383.an estimated accuracy of +/- 6 seconds.
 OP1383.
 OP1383.The orthometric height was determined by differential leveling and
 OP1383.adjusted in June 1995.
 OP1383
 OP1383.The dynamic height is computed by dividing the NAVD 88
 OP1383.geopotential number by the normal gravity value computed on the
 OP1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1383.degrees latitude (g = 980.6199 gals.).
 OP1383
 OP1383.The modeled gravity was interpolated from observed gravity values.
 OP1383
 OP1383;                    North         East    Units  Estimated Accuracy
 OP1383;SPC MN S     -   212,040.      651,930.      MT  (+/- 180 meters Scaled)
 OP1383
 OP1383                          SUPERSEDED SURVEY CONTROL
 OP1383
 OP1383.No superseded survey control is available for this station.
 OP1383
 OP1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ717750(NAD 83)
 OP1383
 OP1383_MARKER: DV = VERTICAL CONTROL DISK
 OP1383_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1383_SP_SET: ALUMINUM ALLOY ROD
 OP1383_STAMPING: 5102 F 1987
 OP1383_MARK LOGO: MNDT  
 OP1383_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1383
 OP1383  HISTORY     - Date     Condition        Report By
 OP1383  HISTORY     - 1987     MONUMENTED       MNDT
 OP1383
 OP1383                          STATION DESCRIPTION
 OP1383
 OP1383'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1383'THE MARK IS LOCATED ABOUT 4.75 MI (7.64 KM) WEST OF THE TOWN OF
 OP1383'SLAYTON, IN THE SE 1/4 OF SECTION 11, T106N, R42W, NEAR A FIELD
 OP1383'ENTRANCE ON THE NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 30, AT MILEPOINT
 OP1383'30.8, 4.9 MI (7.9 KM) WEST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION
 OP1383'WITH TRUNK HIGHWAY 59 IN SLAYTON.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1383'VERTICAL CONTROL MONUMENT DISK STAMPED---5102 F 1987---, IS SET ON
 OP1383'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD
 OP1383'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M)
 OP1383'BELOW THE LEVEL OF THE HIGHWAY. THE MARK IS 46.5 FT (14.2 M) NORTH OF
 OP1383'THE CENTERLINE OF TRUNK HIGHWAY 30, 91.5 FT (27.9 M) WEST OF THE
 OP1383'CENTER OF A FIELD ENTRANCE, 3.5 FT (1.1 M) EAST-SOUTHEAST OF A POWER
 OP1383'POLE, AND 1.4 FT (0.4 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN
 OP1383'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1382 ***********************************************************************
 OP1382  DESIGNATION -  5102 G
 OP1382  PID         -  OP1382
 OP1382  STATE/COUNTY-  MN/MURRAY
 OP1382  COUNTRY     -  US
 OP1382  USGS QUAD   -  SLAYTON (1967)
 OP1382
 OP1382                         *CURRENT SURVEY CONTROL
 OP1382  ______________________________________________________________________
 OP1382* NAD 83(1986) POSITION- 43 59 36.     (N) 095 50 01.     (W)   SCALED    
 OP1382* NAVD 88 ORTHO HEIGHT -   505.068  (meters)    1657.04  (feet) ADJUSTED  
 OP1382  ______________________________________________________________________
 OP1382  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 OP1382  DYNAMIC HEIGHT  -        504.955 (meters)     1656.67  (feet) COMP
 OP1382  MODELED GRAVITY -    980,379.0   (mgal)                       NAVD 88
 OP1382
 OP1382  VERT ORDER      -  SECOND    CLASS I
 OP1382
 OP1382.The horizontal coordinates were scaled from a topographic map and have
 OP1382.an estimated accuracy of +/- 6 seconds.
 OP1382.
 OP1382.The orthometric height was determined by differential leveling and
 OP1382.adjusted in June 1995.
 OP1382
 OP1382.The dynamic height is computed by dividing the NAVD 88
 OP1382.geopotential number by the normal gravity value computed on the
 OP1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1382.degrees latitude (g = 980.6199 gals.).
 OP1382
 OP1382.The modeled gravity was interpolated from observed gravity values.
 OP1382
 OP1382;                    North         East    Units  Estimated Accuracy
 OP1382;SPC MN S     -   212,020.      652,940.      MT  (+/- 180 meters Scaled)
 OP1382
 OP1382                          SUPERSEDED SURVEY CONTROL
 OP1382
 OP1382.No superseded survey control is available for this station.
 OP1382
 OP1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ727750(NAD 83)
 OP1382
 OP1382_MARKER: DV = VERTICAL CONTROL DISK
 OP1382_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1382_SP_SET: ALUMINUM ALLOY ROD
 OP1382_STAMPING: 5102 G 1987
 OP1382_MARK LOGO: MNDT  
 OP1382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1382
 OP1382  HISTORY     - Date     Condition        Report By
 OP1382  HISTORY     - 1987     MONUMENTED       MNDT
 OP1382
 OP1382                          STATION DESCRIPTION
 OP1382
 OP1382'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1382'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF THE TOWN OF SLAYTON,
 OP1382'IN THE SE 1/4 OF SECTION 12, T106N, R42W, ON THE NORTH RIGHT-OF-WAY
 OP1382'OF TRUNK HIGHWAY 30 AT MILEPOINT 31.6, 4.15 MI (6.68 KM) WEST ALONG
 OP1382'TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 59 IN SLAYTON.
 OP1382'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1382'STAMPED---5102 G 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1382'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FT (6.1 CM)
 OP1382'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 46.5 FT (14.2 M) NORTH
 OP1382'OF THE CENTERLINE OF TRUNK HIGHWAY 30, NEAR A NORTH-SOUTH SECTION
 OP1382'LINE, 4.7 FT (1.4 M) WEST-SOUTHWEST OF A POWER POLE, AND 1.9 FT
 OP1382'(0.6 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 OP1382'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1381 ***********************************************************************
 OP1381  DESIGNATION -  5102 H
 OP1381  PID         -  OP1381
 OP1381  STATE/COUNTY-  MN/MURRAY
 OP1381  COUNTRY     -  US
 OP1381  USGS QUAD   -  SLAYTON (1967)
 OP1381
 OP1381                         *CURRENT SURVEY CONTROL
 OP1381  ______________________________________________________________________
 OP1381* NAD 83(1986) POSITION- 43 59 36.     (N) 095 49 07.     (W)   SCALED    
 OP1381* NAVD 88 ORTHO HEIGHT -   504.351  (meters)    1654.69  (feet) ADJUSTED  
 OP1381  ______________________________________________________________________
 OP1381  GEOID HEIGHT    -        -26.46  (meters)                     GEOID09
 OP1381  DYNAMIC HEIGHT  -        504.238 (meters)     1654.32  (feet) COMP
 OP1381  MODELED GRAVITY -    980,379.1   (mgal)                       NAVD 88
 OP1381
 OP1381  VERT ORDER      -  SECOND    CLASS I
 OP1381
 OP1381.The horizontal coordinates were scaled from a topographic map and have
 OP1381.an estimated accuracy of +/- 6 seconds.
 OP1381.
 OP1381.The orthometric height was determined by differential leveling and
 OP1381.adjusted in June 1995.
 OP1381
 OP1381.The dynamic height is computed by dividing the NAVD 88
 OP1381.geopotential number by the normal gravity value computed on the
 OP1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1381.degrees latitude (g = 980.6199 gals.).
 OP1381
 OP1381.The modeled gravity was interpolated from observed gravity values.
 OP1381
 OP1381;                    North         East    Units  Estimated Accuracy
 OP1381;SPC MN S     -   211,990.      654,140.      MT  (+/- 180 meters Scaled)
 OP1381
 OP1381                          SUPERSEDED SURVEY CONTROL
 OP1381
 OP1381.No superseded survey control is available for this station.
 OP1381
 OP1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ739749(NAD 83)
 OP1381
 OP1381_MARKER: DV = VERTICAL CONTROL DISK
 OP1381_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1381_SP_SET: ALUMINUM ALLOY ROD
 OP1381_STAMPING: 5102 H 1987
 OP1381_MARK LOGO: MNDT  
 OP1381_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1381
 OP1381  HISTORY     - Date     Condition        Report By
 OP1381  HISTORY     - 1987     MONUMENTED       MNDT
 OP1381
 OP1381                          STATION DESCRIPTION
 OP1381
 OP1381'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1381'THE MARK IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF THE TOWN OF SLAYTON,
 OP1381'IN THE SW 1/4 OF SECTION 7, T106N, R41W, ON THE NORTH RIGHT-OF-WAY OF
 OP1381'TRUNK HIGHWAY 30 AT MILEPOINT 32.25, 3.45 MI (5.55 KM) WEST ALONG
 OP1381'TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 59 IN SLAYTON.
 OP1381'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1381'STAMPED---5102 H 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1381'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM)
 OP1381'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 3 FT (0.9 M) ABOVE THE
 OP1381'LEVEL OF THE HIGHWAY.  THE MARK IS 82.0 FT (25.0 M) NORTH OF THE
 OP1381'CENTERLINE OF TRUNK HIGHWAY 30, 35.7 FT (10.9 M) NORTH-NORTHEAST OF A
 OP1381'POWER POLE, 2 FT (0.6 M) SOUTH-SOUTHWEST OF A CORNER FENCE POST, AND
 OP1381'1.4 FT (0.4 M) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 OP1381'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1380 ***********************************************************************
 OP1380  DESIGNATION -  5102 J
 OP1380  PID         -  OP1380
 OP1380  STATE/COUNTY-  MN/MURRAY
 OP1380  COUNTRY     -  US
 OP1380  USGS QUAD   -  SLAYTON (1967)
 OP1380
 OP1380                         *CURRENT SURVEY CONTROL
 OP1380  ______________________________________________________________________
 OP1380* NAD 83(1986) POSITION- 43 59 40.     (N) 095 48 10.     (W)   SCALED    
 OP1380* NAVD 88 ORTHO HEIGHT -   490.094  (meters)    1607.92  (feet) ADJUSTED  
 OP1380  ______________________________________________________________________
 OP1380  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 OP1380  DYNAMIC HEIGHT  -        489.984 (meters)     1607.56  (feet) COMP
 OP1380  MODELED GRAVITY -    980,379.2   (mgal)                       NAVD 88
 OP1380
 OP1380  VERT ORDER      -  SECOND    CLASS I
 OP1380
 OP1380.The horizontal coordinates were scaled from a topographic map and have
 OP1380.an estimated accuracy of +/- 6 seconds.
 OP1380.
 OP1380.The orthometric height was determined by differential leveling and
 OP1380.adjusted in June 1995.
 OP1380
 OP1380.The dynamic height is computed by dividing the NAVD 88
 OP1380.geopotential number by the normal gravity value computed on the
 OP1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1380.degrees latitude (g = 980.6199 gals.).
 OP1380
 OP1380.The modeled gravity was interpolated from observed gravity values.
 OP1380
 OP1380;                    North         East    Units  Estimated Accuracy
 OP1380;SPC MN S     -   212,090.      655,410.      MT  (+/- 180 meters Scaled)
 OP1380
 OP1380                          SUPERSEDED SURVEY CONTROL
 OP1380
 OP1380.No superseded survey control is available for this station.
 OP1380
 OP1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ752750(NAD 83)
 OP1380
 OP1380_MARKER: DV = VERTICAL CONTROL DISK
 OP1380_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1380_SP_SET: ALUMINUM ALLOY ROD
 OP1380_STAMPING: 5102 J 1987
 OP1380_MARK LOGO: MNDT  
 OP1380_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1380
 OP1380  HISTORY     - Date     Condition        Report By
 OP1380  HISTORY     - 1987     MONUMENTED       MNDT
 OP1380
 OP1380                          STATION DESCRIPTION
 OP1380
 OP1380'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1380'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) WEST OF THE TOWN OF
 OP1380'SLAYTON, IN THE SW 1/4 OF SECTION 8, T106N, R41W, IN THE NORTHEAST
 OP1380'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 30
 OP1380'NORTH AND A GRAVEL ROAD SOUTH, 2.65 MI (4.26 KM) WEST ALONG TRUNK
 OP1380'HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 59 IN SLAYTON.  THE
 OP1380'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1380'STAMPED---5102 J 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1380'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 OP1380'OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD
 OP1380'30.  THE MARK IS 325 FT (99.1 M) NORTH OF TRUNK HIGHWAY 30 AT
 OP1380'MILEPOINT 33.1, 47 FT (14.3 M) EAST OF THE CENTER OF COUNTY ROAD 30,
 OP1380'3.8 FT (1.2 M) SOUTH-SOUTHWEST OF A POWER POLE, AND 1.6 FT (0.5 M)
 OP1380'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 OP1380'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1379 ***********************************************************************
 OP1379  DESIGNATION -  5102 K
 OP1379  PID         -  OP1379
 OP1379  STATE/COUNTY-  MN/MURRAY
 OP1379  COUNTRY     -  US
 OP1379  USGS QUAD   -  SLAYTON (1967)
 OP1379
 OP1379                         *CURRENT SURVEY CONTROL
 OP1379  ______________________________________________________________________
 OP1379* NAD 83(1986) POSITION- 43 59 36.     (N) 095 47 21.     (W)   SCALED    
 OP1379* NAVD 88 ORTHO HEIGHT -   490.308  (meters)    1608.62  (feet) ADJUSTED  
 OP1379  ______________________________________________________________________
 OP1379  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 OP1379  DYNAMIC HEIGHT  -        490.198 (meters)     1608.26  (feet) COMP
 OP1379  MODELED GRAVITY -    980,379.4   (mgal)                       NAVD 88
 OP1379
 OP1379  VERT ORDER      -  SECOND    CLASS I
 OP1379
 OP1379.The horizontal coordinates were scaled from a topographic map and have
 OP1379.an estimated accuracy of +/- 6 seconds.
 OP1379.
 OP1379.The orthometric height was determined by differential leveling and
 OP1379.adjusted in June 1995.
 OP1379
 OP1379.The dynamic height is computed by dividing the NAVD 88
 OP1379.geopotential number by the normal gravity value computed on the
 OP1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1379.degrees latitude (g = 980.6199 gals.).
 OP1379
 OP1379.The modeled gravity was interpolated from observed gravity values.
 OP1379
 OP1379;                    North         East    Units  Estimated Accuracy
 OP1379;SPC MN S     -   211,940.      656,500.      MT  (+/- 180 meters Scaled)
 OP1379
 OP1379                          SUPERSEDED SURVEY CONTROL
 OP1379
 OP1379.No superseded survey control is available for this station.
 OP1379
 OP1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ763749(NAD 83)
 OP1379
 OP1379_MARKER: DV = VERTICAL CONTROL DISK
 OP1379_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1379_SP_SET: ALUMINUM ALLOY ROD
 OP1379_STAMPING: 5102 K 1987
 OP1379_MARK LOGO: MNDT  
 OP1379_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1379
 OP1379  HISTORY     - Date     Condition        Report By
 OP1379  HISTORY     - 1987     MONUMENTED       MNDT
 OP1379
 OP1379                          STATION DESCRIPTION
 OP1379
 OP1379'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1379'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF THE TOWN OF SLAYTON,
 OP1379'IN THE SE 1/4 OF SECTION 8, T106N, R41W, ON THE NORTH RIGHT-OF-WAY OF
 OP1379'TRUNK HIGHWAY 30 AT MILEPOINT 33.75, 2.0 MI (3.2 KM) WEST ALONG TRUNK
 OP1379'HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK HIGHWAY 59 IN SLAYTON.  THE
 OP1379'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 OP1379'STAMPED---5102 K 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 OP1379'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FT (6.1 CM)
 OP1379'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 4 FT (1.2 M) BELOW THE
 OP1379'LEVEL OF THE HIGHWAY.  THE MARK IS 46.5 FT (14.2 M) NORTH OF THE
 OP1379'CENTERLINE OF TRUNK HIGHWAY 30, 2.8 FT (0.9 M) SOUTHWEST OF A POWER
 OP1379'POLE, AND 1.4 FT (0.4 M) EAST-SOUTHEAST OF A STEEL WITNESS POST. A
 OP1379'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1378 ***********************************************************************
 OP1378  DESIGNATION -  5102 L
 OP1378  PID         -  OP1378
 OP1378  STATE/COUNTY-  MN/MURRAY
 OP1378  COUNTRY     -  US
 OP1378  USGS QUAD   -  SLAYTON (1967)
 OP1378
 OP1378                         *CURRENT SURVEY CONTROL
 OP1378  ______________________________________________________________________
 OP1378* NAD 83(1986) POSITION- 43 59 36.0    (N) 095 46 19.6    (W)   HD_HELD2  
 OP1378* NAVD 88 ORTHO HEIGHT -   491.544  (meters)    1612.67  (feet) ADJUSTED  
 OP1378  ______________________________________________________________________
 OP1378  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 OP1378  DYNAMIC HEIGHT  -        491.434 (meters)     1612.31  (feet) COMP
 OP1378  MODELED GRAVITY -    980,379.7   (mgal)                       NAVD 88
 OP1378
 OP1378  VERT ORDER      -  SECOND    CLASS I
 OP1378
 OP1378.The horizontal coordinates were established by autonomous hand held GPS
 OP1378.observations and have an estimated accuracy of +/- 10 meters.
 OP1378.
 OP1378.The orthometric height was determined by differential leveling and
 OP1378.adjusted in June 1995.
 OP1378
 OP1378.Photographs are available for this station.
 OP1378
 OP1378.The dynamic height is computed by dividing the NAVD 88
 OP1378.geopotential number by the normal gravity value computed on the
 OP1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1378.degrees latitude (g = 980.6199 gals.).
 OP1378
 OP1378.The modeled gravity was interpolated from observed gravity values.
 OP1378
 OP1378;                    North         East    Units  Estimated Accuracy
 OP1378;SPC MN S     -   211,912.      657,866.      MT  (+/- 10 meters HH2 GPS)
 OP1378
 OP1378                          SUPERSEDED SURVEY CONTROL
 OP1378
 OP1378.No superseded survey control is available for this station.
 OP1378
 OP1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7772074868(NAD 83)
 OP1378
 OP1378_MARKER: DV = VERTICAL CONTROL DISK
 OP1378_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1378_SP_SET: ALUMINUM ALLOY ROD
 OP1378_STAMPING: 5102 L 1987
 OP1378_MARK LOGO: MNDT  
 OP1378_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1378+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2006
 OP1378
 OP1378  HISTORY     - Date     Condition        Report By
 OP1378  HISTORY     - 1987     MONUMENTED       MNDT
 OP1378  HISTORY     - 20061024 GOOD             MNDT
 OP1378
 OP1378                          STATION DESCRIPTION
 OP1378
 OP1378'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1378'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) WEST OF THE TOWN OF
 OP1378'SLAYTON, IN THE SE 1/4 OF SECTION 9, T106N, R41W, NEAR AN ENTRANCE ON
 OP1378'THE NORTH RIGHT-OF-WAY OF TRUNK HIGHWAY 30 AT MILEPOINT 34.65, 1.1 MI
 OP1378'(1.8 KM) WEST ALONG TRUNK HIGHWAY 30 FROM ITS JUNCTION WITH TRUNK
 OP1378'HIGHWAY 59 IN SLAYTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OP1378'CONTROL MONUMENT DISK STAMPED---5102 L 1987---, IS SET ON THE TOP OF
 OP1378'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS
 OP1378'BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT
 OP1378'LEVEL WITH THE HIGHWAY. THE MARK IS 77.0 FT (23.5 M) NORTH OF THE
 OP1378'CENTERLINE OF TRUNK HIGHWAY 30, 54.5 FT (16.6 M) EAST OF THE CENTER
 OP1378'OF AN ENTRANCE, 126.5 FT (38.6 M) SOUTHEAST OF THE SOUTHEAST CORNER
 OP1378'OF A LARGE METAL BUILDING, 12.4 FT (3.8 M) EAST-NORTHEAST OF A PINE
 OP1378'TREE, AND 12.2 FT (3.7 M) WEST-NORTHWEST OF A PINE TREE.  A MAGNET IN
 OP1378'THE DISK MAKES THE MARK MAGNETIC.
 OP1378
 OP1378                          STATION RECOVERY (2006)
 OP1378
 OP1378'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OP1378'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1377 ***********************************************************************
 OP1377  DESIGNATION -  5102 M
 OP1377  PID         -  OP1377
 OP1377  STATE/COUNTY-  MN/MURRAY
 OP1377  COUNTRY     -  US
 OP1377  USGS QUAD   -  SLAYTON (1967)
 OP1377
 OP1377                         *CURRENT SURVEY CONTROL
 OP1377  ______________________________________________________________________
 OP1377* NAD 83(1986) POSITION- 43 59 27.1    (N) 095 45 32.2    (W)   HD_HELD2  
 OP1377* NAVD 88 ORTHO HEIGHT -   490.152  (meters)    1608.11  (feet) ADJUSTED  
 OP1377  ______________________________________________________________________
 OP1377  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 OP1377  DYNAMIC HEIGHT  -        490.042 (meters)     1607.75  (feet) COMP
 OP1377  MODELED GRAVITY -    980,379.9   (mgal)                       NAVD 88
 OP1377
 OP1377  VERT ORDER      -  SECOND    CLASS I
 OP1377
 OP1377.The horizontal coordinates were established by autonomous hand held GPS
 OP1377.observations and have an estimated accuracy of +/- 10 meters.
 OP1377.
 OP1377.The orthometric height was determined by differential leveling and
 OP1377.adjusted in June 1995.
 OP1377
 OP1377.Photographs are available for this station.
 OP1377
 OP1377.The dynamic height is computed by dividing the NAVD 88
 OP1377.geopotential number by the normal gravity value computed on the
 OP1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1377.degrees latitude (g = 980.6199 gals.).
 OP1377
 OP1377.The modeled gravity was interpolated from observed gravity values.
 OP1377
 OP1377;                    North         East    Units  Estimated Accuracy
 OP1377;SPC MN S     -   211,615.      658,916.      MT  (+/- 10 meters HH2 GPS)
 OP1377
 OP1377                          SUPERSEDED SURVEY CONTROL
 OP1377
 OP1377.No superseded survey control is available for this station.
 OP1377
 OP1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7876674558(NAD 83)
 OP1377
 OP1377_MARKER: DV = VERTICAL CONTROL DISK
 OP1377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP1377_SP_SET: WATER TANK BASE
 OP1377_STAMPING: 5102 M 1987
 OP1377_MARK LOGO: MNDT  
 OP1377_MAGNETIC: N = NO MAGNETIC MATERIAL
 OP1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1377+STABILITY: SURFACE MOTION
 OP1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1377+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 OP1377
 OP1377  HISTORY     - Date     Condition        Report By
 OP1377  HISTORY     - 1987     MONUMENTED       MNDT
 OP1377  HISTORY     - 20061018 GOOD             MNDT
 OP1377
 OP1377                          STATION DESCRIPTION
 OP1377
 OP1377'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1377'THE MARK IS LOCATED IN THE TOWN OF SLAYTON, IN THE NW 1/4 OF SECTION
 OP1377'15, T106N, R41W, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 OP1377'23RD STREET AND JUNIPER AVENUE, 1 BLOCK SOUTH ALONG JUNIPER AVENUE
 OP1377'FROM TRUNK HIGHWAY 30, IN THE CONCRETE FOOTING FOR THE NORTHWEST LEG
 OP1377'OF THE CITY WATER TANK.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OP1377'CONTROL MONUMENT DISK STAMPED---5102 M 1987---, IS SET FLUSH IN A
 OP1377'DRILL HOLE IN THE CONCRETE FOOTING FOR THE NORTHWEST LEG OF THE TANK
 OP1377'AND IS BURIED 0.4 FT (12.2 CM) BELOW THE SURFACE OF THE GROUND AND IS
 OP1377'ABOUT 1 FT (0.3 M) ABOVE THE LEVEL OF THE STREETS.  THE MARK IS 110.0
 OP1377'FT (33.5 M) SOUTH OF THE CENTER OF 23RD STREET, 81.0 FT (24.7 M) EAST
 OP1377'OF THE CENTERLINE OF JUNIPER AVENUE, AND 96.5 FT (29.4 M) WEST OF A
 OP1377'POWER POLE WITH A TRANSFORMER.
 OP1377
 OP1377                          STATION RECOVERY (2006)
 OP1377
 OP1377'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OP1377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7780 ***********************************************************************
 DL7780  DESIGNATION -  5102 N
 DL7780  PID         -  DL7780
 DL7780  STATE/COUNTY-  MN/MURRAY
 DL7780  COUNTRY     -  US
 DL7780  USGS QUAD   -  CHANDLER (1967)
 DL7780
 DL7780                         *CURRENT SURVEY CONTROL
 DL7780  ______________________________________________________________________
 DL7780* NAD 83(1986) POSITION- 43 59 35.8    (N) 095 54 48.6    (W)   HD_HELD2  
 DL7780* NAVD 88 ORTHO HEIGHT -   497.446  (meters)    1632.04  (feet) ADJUSTED  
 DL7780  ______________________________________________________________________
 DL7780  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 DL7780  DYNAMIC HEIGHT  -        497.338 (meters)     1631.68  (feet) COMP
 DL7780  MODELED GRAVITY -    980,385.6   (mgal)                       NAVD 88
 DL7780
 DL7780  VERT ORDER      -  SECOND    CLASS I
 DL7780
 DL7780.The horizontal coordinates were scaled from a topographic map and have
 DL7780.an estimated accuracy of +/- 6 seconds.
 DL7780.
 DL7780.The orthometric height was determined by differential leveling and
 DL7780.adjusted in February 2011.
 DL7780
 DL7780.Photographs are available for this station.
 DL7780
 DL7780.The dynamic height is computed by dividing the NAVD 88
 DL7780.geopotential number by the normal gravity value computed on the
 DL7780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7780.degrees latitude (g = 980.6199 gals.).
 DL7780
 DL7780.The modeled gravity was interpolated from observed gravity values.
 DL7780
 DL7780;                    North         East    Units  Estimated Accuracy
 DL7780;SPC MN S     -   212,162.      646,528.      MT  (+/- 10 meters HH2 GPS)
 DL7780
 DL7780                          SUPERSEDED SURVEY CONTROL
 DL7780
 DL7780.No superseded survey control is available for this station.
 DL7780
 DL7780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6638275253(NAD 83)
 DL7780
 DL7780_MARKER: DV = VERTICAL CONTROL DISK
 DL7780_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL7780_SP_SET: BRIDGE ABUTMENT
 DL7780_STAMPING: 5102 N 2006
 DL7780_MARK LOGO: MNHD  
 DL7780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL7780+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2006
 DL7780
 DL7780  HISTORY     - Date     Condition        Report By
 DL7780  HISTORY     - 20061109 MONUMENTED       MNDT
 DL7780
 DL7780                          STATION DESCRIPTION
 DL7780
 DL7780'DESCRIBED BY MN DEPT OF TRANSP 2006 (JBG)
 DL7780'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST OF SLAYTON, 4.7 MI
 DL7780'(7.6 KM) NORTH-NORTHEAST OF CHANDLER AND 3.0 MI (4.8 KM) WEST OF
 DL7780'HADLEY, MINNESOTA.
 DL7780'
 DL7780'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DL7780'ROAD 29 IN HADLEY, GO 3.0 MI (4.8 KM) WEST OF HADLEY ALONG TRUNK
 DL7780'HIGHWAY 30 TO MILE POINT 27.6.
 DL7780'
 DL7780'THE MARK IS FOUND IN THE ABUTMENT SOUTHEAST CORNER OF TRUNK HIGHWAY 30
 DL7780'BRIDGE NUMBER 51003 OVER A COUNTY DITCH, 25.0 FT (7.6 M) SOUTH OF
 DL7780'TRUNK HIGHWAY 30.
 DL7780'
 DL7780'NOTE - THE DISK WAS SET IN THE BRIDGE WHEN IT WAS BUILT IN 1990 THEN
 DL7780'IT WAS LATER STAMPED WHEN SURVEYED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL7781 ***********************************************************************
 DL7781  DESIGNATION -  5102 P
 DL7781  PID         -  DL7781
 DL7781  STATE/COUNTY-  MN/MURRAY
 DL7781  COUNTRY     -  US
 DL7781  USGS QUAD   -  CHANDLER (1967)
 DL7781
 DL7781                         *CURRENT SURVEY CONTROL
 DL7781  ______________________________________________________________________
 DL7781* NAD 83(1986) POSITION- 43 59 36.7    (N) 095 55 43.4    (W)   HD_HELD2  
 DL7781* NAVD 88 ORTHO HEIGHT -   504.160  (meters)    1654.06  (feet) ADJUSTED  
 DL7781  ______________________________________________________________________
 DL7781  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 DL7781  DYNAMIC HEIGHT  -        504.051 (meters)     1653.71  (feet) COMP
 DL7781  MODELED GRAVITY -    980,386.5   (mgal)                       NAVD 88
 DL7781
 DL7781  VERT ORDER      -  SECOND    CLASS I
 DL7781
 DL7781.The horizontal coordinates were scaled from a topographic map and have
 DL7781.an estimated accuracy of +/- 6 seconds.
 DL7781.
 DL7781.The orthometric height was determined by differential leveling and
 DL7781.adjusted in February 2011.
 DL7781
 DL7781.Photographs are available for this station.
 DL7781
 DL7781.The dynamic height is computed by dividing the NAVD 88
 DL7781.geopotential number by the normal gravity value computed on the
 DL7781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7781.degrees latitude (g = 980.6199 gals.).
 DL7781
 DL7781.The modeled gravity was interpolated from observed gravity values.
 DL7781
 DL7781;                    North         East    Units  Estimated Accuracy
 DL7781;SPC MN S     -   212,218.      645,308.      MT  (+/- 10 meters HH2 GPS)
 DL7781
 DL7781                          SUPERSEDED SURVEY CONTROL
 DL7781
 DL7781.No superseded survey control is available for this station.
 DL7781
 DL7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6516375324(NAD 83)
 DL7781
 DL7781_MARKER: DD = SURVEY DISK
 DL7781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL7781_STAMPING: 5102 P 2006
 DL7781_MARK LOGO: MNDT  
 DL7781_PROJECTION: FLUSH
 DL7781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7781+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2006
 DL7781_ROD/PIPE-DEPTH:  9.1 meters
 DL7781
 DL7781  HISTORY     - Date     Condition        Report By
 DL7781  HISTORY     - 20061108 MONUMENTED       MNDT
 DL7781
 DL7781                          STATION DESCRIPTION
 DL7781
 DL7781'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL7781'THE STATION IS LOCATED ABOUT 8.6 MI (13.8 KM) EAST OF WOODSTOCK, 4.5
 DL7781'MI (7.2 KM) NORTH-NORTHEAST OF CHANDLER AND 3.8 MI (6.1 KM) WEST OF
 DL7781'HADLEY, MINNESOTA.
 DL7781' 
 DL7781'TO REACH THE MARK FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY
 DL7781'ROAD 29 IN HADLEY, GO 3.8 MI (6.1 KM) WEST OF HADLEY ALONG TRUNK
 DL7781'HIGHWAY 30 TO MILE POINT 26.85.
 DL7781' 
 DL7781'THE MARK IS FOUND 65.4 FT (19.9 M) NORTH OF TRUNK HIGHWAY 30, 5.3 FT
 DL7781'(1.6 M) SOUTH OF NORTH/SOUTH FENCE CORNER, 4.2 FT (1.3 M) SOUTH OF ITS
 DL7781'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3466 ***********************************************************************
 DL3466  DESIGNATION -  5103 C
 DL3466  PID         -  DL3466
 DL3466  STATE/COUNTY-  MN/MURRAY
 DL3466  COUNTRY     -  US
 DL3466  USGS QUAD   -  DOVRAY (1967)
 DL3466
 DL3466                         *CURRENT SURVEY CONTROL
 DL3466  ______________________________________________________________________
 DL3466* NAD 83(1986) POSITION- 44 03 39.7    (N) 095 36 46.3    (W)   HD_HELD2  
 DL3466* NAVD 88 ORTHO HEIGHT -   470.049  (meters)    1542.15  (feet) ADJUSTED  
 DL3466  ______________________________________________________________________
 DL3466  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DL3466  DYNAMIC HEIGHT  -        469.951 (meters)     1541.83  (feet) COMP
 DL3466  MODELED GRAVITY -    980,395.1   (mgal)                       NAVD 88
 DL3466
 DL3466  VERT ORDER      -  SECOND    CLASS II
 DL3466
 DL3466.The horizontal coordinates were established by autonomous hand held GPS
 DL3466.observations and have an estimated accuracy of +/- 10 meters.
 DL3466.
 DL3466.The orthometric height was determined by differential leveling and
 DL3466.adjusted in May 2010.
 DL3466
 DL3466.The dynamic height is computed by dividing the NAVD 88
 DL3466.geopotential number by the normal gravity value computed on the
 DL3466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3466.degrees latitude (g = 980.6199 gals.).
 DL3466
 DL3466.The modeled gravity was interpolated from observed gravity values.
 DL3466
 DL3466;                    North         East    Units  Estimated Accuracy
 DL3466;SPC MN S     -   219,167.      670,786.      MT  (+/- 10 meters HH2 GPS)
 DL3466
 DL3466                          SUPERSEDED SURVEY CONTROL
 DL3466
 DL3466.No superseded survey control is available for this station.
 DL3466
 DL3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9072881970(NAD 83)
 DL3466
 DL3466_MARKER: DB = BENCH MARK DISK
 DL3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3466_STAMPING: 5103 C 1953
 DL3466_MARK LOGO: MNHD  
 DL3466_PROJECTION: FLUSH
 DL3466_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3466+STABILITY: SURFACE MOTION
 DL3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3466+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DL3466
 DL3466  HISTORY     - Date     Condition        Report By
 DL3466  HISTORY     - 1953     MONUMENTED       MNHD
 DL3466  HISTORY     - 20060516 GOOD             MNDT
 DL3466
 DL3466                          STATION DESCRIPTION
 DL3466
 DL3466'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL3466'THE MARK IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHEAST OF AVOCA,
 DL3466'3.2 MI (5.1 KM) WEST OF DOVRAY AND 4.8 KM (3.0 MI) EAST-SOUTHEAST OF
 DL3466'CURRIE.
 DL3466' 
 DL3466'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38 SOUTH IN
 DL3466'CURRIE GO 2.6 MI (4.2 KM) EAST AND SOUTHEAST ALONG TRUNK HIGHWAY 30 TO
 DL3466'TRUNK HIGHWAY 30 MILE POINT 48.35.
 DL3466' 
 DL3466'THE MARK IS 72 FT (21.9 M) SOUTHWEST OF TRUNK HIGHWAY 30, 34.0 FT
 DL3466'(10.4 M) EAST OF 225TH AVENUE, 3.0 FT (0.9 M) NORTH OF A FENCE CORNER,
 DL3466'AT TRUNK HIGHWAY 30 STATION 487+86 AND 2.7 FT (0.8 M) NORTH OF ITS
 DL3466'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3463 ***********************************************************************
 DL3463  DESIGNATION -  5103 E
 DL3463  PID         -  DL3463
 DL3463  STATE/COUNTY-  MN/MURRAY
 DL3463  COUNTRY     -  US
 DL3463  USGS QUAD   -  DOVRAY (1967)
 DL3463
 DL3463                         *CURRENT SURVEY CONTROL
 DL3463  ______________________________________________________________________
 DL3463* NAD 83(1986) POSITION- 44 03 03.9    (N) 095 33 45.4    (W)   HD_HELD2  
 DL3463* NAVD 88 ORTHO HEIGHT -   457.052  (meters)    1499.51  (feet) ADJUSTED  
 DL3463  ______________________________________________________________________
 DL3463  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 DL3463  DYNAMIC HEIGHT  -        456.958 (meters)     1499.20  (feet) COMP
 DL3463  MODELED GRAVITY -    980,398.4   (mgal)                       NAVD 88
 DL3463
 DL3463  VERT ORDER      -  SECOND    CLASS II
 DL3463
 DL3463.The horizontal coordinates were established by autonomous hand held GPS
 DL3463.observations and have an estimated accuracy of +/- 10 meters.
 DL3463.
 DL3463.The orthometric height was determined by differential leveling and
 DL3463.adjusted in May 2010.
 DL3463
 DL3463.The dynamic height is computed by dividing the NAVD 88
 DL3463.geopotential number by the normal gravity value computed on the
 DL3463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3463.degrees latitude (g = 980.6199 gals.).
 DL3463
 DL3463.The modeled gravity was interpolated from observed gravity values.
 DL3463
 DL3463;                    North         East    Units  Estimated Accuracy
 DL3463;SPC MN S     -   217,985.      674,790.      MT  (+/- 10 meters HH2 GPS)
 DL3463
 DL3463                          SUPERSEDED SURVEY CONTROL
 DL3463
 DL3463.No superseded survey control is available for this station.
 DL3463
 DL3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9471880739(NAD 83)
 DL3463
 DL3463_MARKER: DB = BENCH MARK DISK
 DL3463_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL3463_STAMPING: 5103 E 1953
 DL3463_MARK LOGO: MNHD  
 DL3463_PROJECTION: PROJECTING 8 CENTIMETERS
 DL3463_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DL3463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3463+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DL3463
 DL3463  HISTORY     - Date     Condition        Report By
 DL3463  HISTORY     - 1953     MONUMENTED       MNHD
 DL3463  HISTORY     - 20060516 GOOD             MNDT
 DL3463
 DL3463                          STATION DESCRIPTION
 DL3463
 DL3463'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL3463'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST OF WESTBROOK, 5.3 MI
 DL3463'(8.5 KM) EAST-SOUTHEAST OF CURRIE AND 1.0 MI (1.6 KM) WEST-NORTHWEST
 DL3463'OF DOVRAY.
 DL3463' 
 DL3463'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 42 AT DOVRAY GO
 DL3463'1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 30 TO MILE POINT 51.0.
 DL3463' 
 DL3463'THE MARK IS 71 FT (21.6 M) NORTH OF TRUNK HIGHWAY 30, 48.0 FT (14.6 M)
 DL3463'EAST OF 250TH AVENUE, 9.0 FT (2.7 M) SOUTHEAST OF A POWER-POLE, AT
 DL3463'TRUNK HIGHWAY 30 STATION 626+58, AT THE JUNCTION OF TRUNK HIGHWAY 30
 DL3463'AND TOWNSHIP ROAD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3473 ***********************************************************************
 DL3473  DESIGNATION -  5103 J
 DL3473  PID         -  DL3473
 DL3473  STATE/COUNTY-  MN/MURRAY
 DL3473  COUNTRY     -  US
 DL3473  USGS QUAD   -  CURRIE (1980)
 DL3473
 DL3473                         *CURRENT SURVEY CONTROL
 DL3473  ______________________________________________________________________
 DL3473* NAD 83(1986) POSITION- 44 04 21.6    (N) 095 43 23.2    (W)   HD_HELD2  
 DL3473* NAVD 88 ORTHO HEIGHT -   473.171  (meters)    1552.40  (feet) ADJUSTED  
 DL3473  ______________________________________________________________________
 DL3473  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DL3473  DYNAMIC HEIGHT  -        473.069 (meters)     1552.06  (feet) COMP
 DL3473  MODELED GRAVITY -    980,389.2   (mgal)                       NAVD 88
 DL3473
 DL3473  VERT ORDER      -  SECOND    CLASS II
 DL3473
 DL3473.The horizontal coordinates were established by autonomous hand held GPS
 DL3473.observations and have an estimated accuracy of +/- 10 meters.
 DL3473.
 DL3473.The orthometric height was determined by differential leveling and
 DL3473.adjusted in May 2010.
 DL3473
 DL3473.Photographs are available for this station.
 DL3473
 DL3473.The dynamic height is computed by dividing the NAVD 88
 DL3473.geopotential number by the normal gravity value computed on the
 DL3473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3473.degrees latitude (g = 980.6199 gals.).
 DL3473
 DL3473.The modeled gravity was interpolated from observed gravity values.
 DL3473
 DL3473;                    North         East    Units  Estimated Accuracy
 DL3473;SPC MN S     -   220,641.      661,982.      MT  (+/- 10 meters HH2 GPS)
 DL3473
 DL3473                          SUPERSEDED SURVEY CONTROL
 DL3473
 DL3473.No superseded survey control is available for this station.
 DL3473
 DL3473_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8194083549(NAD 83)
 DL3473
 DL3473_MARKER: DD = SURVEY DISK
 DL3473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3473_STAMPING: 5103 J 2006
 DL3473_MARK LOGO: MNDT  
 DL3473_PROJECTION: FLUSH
 DL3473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3473+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL3473_ROD/PIPE-DEPTH:  6.1 meters
 DL3473
 DL3473  HISTORY     - Date     Condition        Report By
 DL3473  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3473  HISTORY     - 20061018 GOOD             MNDT
 DL3473
 DL3473                          STATION DESCRIPTION
 DL3473
 DL3473'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3473'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF SLAYTON
 DL3473'AND 2.8 MI (4.5 KM) WEST OF CURRIE.
 DL3473' 
 DL3473'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38 NORTH AT
 DL3473'CURRIE GO 3.05 MI (4.9 KM) WEST ALONG TRUNK HIGHWAY 30 TO TRUNK
 DL3473'HIGHWAY 30 MILE POINT 42.60.
 DL3473' 
 DL3473'THE MARK IS 121.1 FT (36.9 M) SOUTH OF TRUNK HIGHWAY 30, 26.3 FT (8.0
 DL3473'M) EAST OF 170TH AVENUE AND 10.5 FT (3.2 M) NORTH OF ITS WITNESS POST.
 DL3473
 DL3473                          STATION RECOVERY (2006)
 DL3473
 DL3473'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DL3473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3472 ***********************************************************************
 DL3472  DESIGNATION -  5103 K
 DL3472  PID         -  DL3472
 DL3472  STATE/COUNTY-  MN/MURRAY
 DL3472  COUNTRY     -  US
 DL3472  USGS QUAD   -  CURRIE (1980)
 DL3472
 DL3472                         *CURRENT SURVEY CONTROL
 DL3472  ______________________________________________________________________
 DL3472* NAD 83(1986) POSITION- 44 04 23.3    (N) 095 42 12.8    (W)   HD_HELD2  
 DL3472* NAVD 88 ORTHO HEIGHT -   461.133  (meters)    1512.90  (feet) ADJUSTED  
 DL3472  ______________________________________________________________________
 DL3472  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 DL3472  DYNAMIC HEIGHT  -        461.034 (meters)     1512.58  (feet) COMP
 DL3472  MODELED GRAVITY -    980,390.4   (mgal)                       NAVD 88
 DL3472
 DL3472  VERT ORDER      -  SECOND    CLASS II
 DL3472
 DL3472.The horizontal coordinates were established by autonomous hand held GPS
 DL3472.observations and have an estimated accuracy of +/- 10 meters.
 DL3472.
 DL3472.The orthometric height was determined by differential leveling and
 DL3472.adjusted in May 2010.
 DL3472
 DL3472.The dynamic height is computed by dividing the NAVD 88
 DL3472.geopotential number by the normal gravity value computed on the
 DL3472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3472.degrees latitude (g = 980.6199 gals.).
 DL3472
 DL3472.The modeled gravity was interpolated from observed gravity values.
 DL3472
 DL3472;                    North         East    Units  Estimated Accuracy
 DL3472;SPC MN S     -   220,660.      663,549.      MT  (+/- 10 meters HH2 GPS)
 DL3472
 DL3472                          SUPERSEDED SURVEY CONTROL
 DL3472
 DL3472.No superseded survey control is available for this station.
 DL3472
 DL3472_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8350883550(NAD 83)
 DL3472
 DL3472_MARKER: DD = SURVEY DISK
 DL3472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3472_STAMPING: 5103 K 2006
 DL3472_MARK LOGO: MNDT  
 DL3472_PROJECTION: FLUSH
 DL3472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3472+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3472_ROD/PIPE-DEPTH:  6.1 meters
 DL3472
 DL3472  HISTORY     - Date     Condition        Report By
 DL3472  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3472
 DL3472                          STATION DESCRIPTION
 DL3472
 DL3472'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3472'THE MARK IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTH-NORTHEAST OF SLAYTON
 DL3472'AND 1.9 MI (3.1 KM) WEST OF CURRIE.
 DL3472' 
 DL3472'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38 NORTH AT
 DL3472'CURRIE, GO 2.10 MI (3.4 KM) WEST ALONG TRUNK HIGHWAY 30 TO TRUNK
 DL3472'HIGHWAY 30 MILE POINT 43.60.
 DL3472' 
 DL3472'THE MARK IS 121 FT (36.9 M) NORTH OF TRUNK HIGHWAY 30, 18.1 FT (5.5 M)
 DL3472'WEST OF 180TH AVENUE AND 5.7 FT (1.7 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3470 ***********************************************************************
 DL3470  DESIGNATION -  5103 L
 DL3470  PID         -  DL3470
 DL3470  STATE/COUNTY-  MN/MURRAY
 DL3470  COUNTRY     -  US
 DL3470  USGS QUAD   -  CURRIE (1980)
 DL3470
 DL3470                         *CURRENT SURVEY CONTROL
 DL3470  ______________________________________________________________________
 DL3470* NAD 83(1986) POSITION- 44 04 21.4    (N) 095 41 01.1    (W)   HD_HELD2  
 DL3470* NAVD 88 ORTHO HEIGHT -   465.526  (meters)    1527.31  (feet) ADJUSTED  
 DL3470  ______________________________________________________________________
 DL3470  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DL3470  DYNAMIC HEIGHT  -        465.427 (meters)     1526.99  (feet) COMP
 DL3470  MODELED GRAVITY -    980,391.4   (mgal)                       NAVD 88
 DL3470
 DL3470  VERT ORDER      -  SECOND    CLASS II
 DL3470
 DL3470.The horizontal coordinates were established by autonomous hand held GPS
 DL3470.observations and have an estimated accuracy of +/- 10 meters.
 DL3470.
 DL3470.The orthometric height was determined by differential leveling and
 DL3470.adjusted in May 2010.
 DL3470
 DL3470.The dynamic height is computed by dividing the NAVD 88
 DL3470.geopotential number by the normal gravity value computed on the
 DL3470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3470.degrees latitude (g = 980.6199 gals.).
 DL3470
 DL3470.The modeled gravity was interpolated from observed gravity values.
 DL3470
 DL3470;                    North         East    Units  Estimated Accuracy
 DL3470;SPC MN S     -   220,569.      665,143.      MT  (+/- 10 meters HH2 GPS)
 DL3470
 DL3470                          SUPERSEDED SURVEY CONTROL
 DL3470
 DL3470.No superseded survey control is available for this station.
 DL3470
 DL3470_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8510183439(NAD 83)
 DL3470
 DL3470_MARKER: DD = SURVEY DISK
 DL3470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3470_STAMPING: 5103 L 2006
 DL3470_MARK LOGO: MNDT  
 DL3470_PROJECTION: FLUSH
 DL3470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3470+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3470_ROD/PIPE-DEPTH:  4.6 meters
 DL3470
 DL3470  HISTORY     - Date     Condition        Report By
 DL3470  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3470
 DL3470                          STATION DESCRIPTION
 DL3470
 DL3470'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3470'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF SLAYTON,
 DL3470'6.8 MI (10.9 KM) WEST-NORTHWEST OF DOVRAY AND 1.0 MI (1.6 KM) WEST OF
 DL3470'CURRIE.
 DL3470' 
 DL3470'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38 NORTH AT
 DL3470'CURRIE GO 1.10 MI (1.8 KM) NORTHWEST ALONG TRUNK HIGHWAY 30 TO TRUNK
 DL3470'HIGHWAY 30 MILE POINT 44.55.
 DL3470' 
 DL3470'THE MARK IS 125.8 FT (38.3 M) SOUTH OF TRUNK HIGHWAY 30, 22.4 FT (6.8
 DL3470'M) WEST OF 190TH AVENUE AND 1.0 FT (0.3 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3458 ***********************************************************************
 DL3458  DESIGNATION -  5103 M
 DL3458  PID         -  DL3458
 DL3458  STATE/COUNTY-  MN/COTTONWOOD
 DL3458  COUNTRY     -  US
 DL3458  USGS QUAD   -  WESTBROOK (1980)
 DL3458
 DL3458                         *CURRENT SURVEY CONTROL
 DL3458  ______________________________________________________________________
 DL3458* NAD 83(1986) POSITION- 44 02 10.5    (N) 095 27 43.4    (W)   HD_HELD2  
 DL3458* NAVD 88 ORTHO HEIGHT -   438.925  (meters)    1440.04  (feet) ADJUSTED  
 DL3458  ______________________________________________________________________
 DL3458  GEOID HEIGHT    -        -26.85  (meters)                     GEOID09
 DL3458  DYNAMIC HEIGHT  -        438.836 (meters)     1439.75  (feet) COMP
 DL3458  MODELED GRAVITY -    980,403.6   (mgal)                       NAVD 88
 DL3458
 DL3458  VERT ORDER      -  SECOND    CLASS II
 DL3458
 DL3458.The horizontal coordinates were established by autonomous hand held GPS
 DL3458.observations and have an estimated accuracy of +/- 10 meters.
 DL3458.
 DL3458.The orthometric height was determined by differential leveling and
 DL3458.adjusted in May 2010.
 DL3458
 DL3458.The dynamic height is computed by dividing the NAVD 88
 DL3458.geopotential number by the normal gravity value computed on the
 DL3458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3458.degrees latitude (g = 980.6199 gals.).
 DL3458
 DL3458.The modeled gravity was interpolated from observed gravity values.
 DL3458
 DL3458;                    North         East    Units  Estimated Accuracy
 DL3458;SPC MN S     -   216,188.      682,817.      MT  (+/- 10 meters HH2 GPS)
 DL3458
 DL3458                          SUPERSEDED SURVEY CONTROL
 DL3458
 DL3458.No superseded survey control is available for this station.
 DL3458
 DL3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0272478846(NAD 83)
 DL3458
 DL3458_MARKER: DB = BENCH MARK DISK
 DL3458_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DL3458_STAMPING: 5103 M 1953
 DL3458_MARK LOGO: MNHD  
 DL3458_PROJECTION: RECESSED 15 CENTIMETERS
 DL3458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3458+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2006
 DL3458
 DL3458  HISTORY     - Date     Condition        Report By
 DL3458  HISTORY     - 1953     MONUMENTED       MNHD
 DL3458  HISTORY     - 20060516 GOOD             MNDT
 DL3458
 DL3458                          STATION DESCRIPTION
 DL3458
 DL3458'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL3458'THE MARK IS LOCATED ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF CURRIE,
 DL3458'4.5 MI (7.2 KM) EAST-SOUTHEAST OF DOVRAY AND 1.4 MI (2.3 KM)
 DL3458'WEST-SOUTHWEST OF WESTBROOK.
 DL3458' 
 DL3458'THE MARK IS AT COUNTY LINE, 73 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 30,
 DL3458'AT TRUNK HIGHWAY 30 STATION 915+03, 73 FT (22.3 M) EAST OF 310TH
 DL3458'AVENUE ON COUNTY LINE, 1.5 MI (2.4 KM) WEST OF WEST BROOK, GO 1.0 MI
 DL3458'(1.6 KM) WEST ALONG TRUNK HIGHWAY 30 FROM THE JUNCTION OF TRUNK
 DL3458'HIGHWAY 30 AND COUNTY ROAD 7 IN WEST BROOK, AT MILE POINT 56.30, 6.6
 DL3458'FT (2.0 M) EAST OF POWER POLE, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3469 ***********************************************************************
 DL3469  DESIGNATION -  5103 N
 DL3469  PID         -  DL3469
 DL3469  STATE/COUNTY-  MN/MURRAY
 DL3469  COUNTRY     -  US
 DL3469  USGS QUAD   -  CURRIE (1980)
 DL3469
 DL3469                         *CURRENT SURVEY CONTROL
 DL3469  ______________________________________________________________________
 DL3469* NAD 83(1986) POSITION- 44 03 55.8    (N) 095 39 58.6    (W)   HD_HELD2  
 DL3469* NAVD 88 ORTHO HEIGHT -   466.755  (meters)    1531.35  (feet) ADJUSTED  
 DL3469  ______________________________________________________________________
 DL3469  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 DL3469  DYNAMIC HEIGHT  -        466.656 (meters)     1531.02  (feet) COMP
 DL3469  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 DL3469
 DL3469  VERT ORDER      -  SECOND    CLASS II
 DL3469
 DL3469.The horizontal coordinates were established by autonomous hand held GPS
 DL3469.observations and have an estimated accuracy of +/- 10 meters.
 DL3469.
 DL3469.The orthometric height was determined by differential leveling and
 DL3469.adjusted in May 2010.
 DL3469
 DL3469.The dynamic height is computed by dividing the NAVD 88
 DL3469.geopotential number by the normal gravity value computed on the
 DL3469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3469.degrees latitude (g = 980.6199 gals.).
 DL3469
 DL3469.The modeled gravity was interpolated from observed gravity values.
 DL3469
 DL3469;                    North         East    Units  Estimated Accuracy
 DL3469;SPC MN S     -   219,750.      666,517.      MT  (+/- 10 meters HH2 GPS)
 DL3469
 DL3469                          SUPERSEDED SURVEY CONTROL
 DL3469
 DL3469.No superseded survey control is available for this station.
 DL3469
 DL3469_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8646682604(NAD 83)
 DL3469
 DL3469_MARKER: DD = SURVEY DISK
 DL3469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3469_STAMPING: 5103 N 2006
 DL3469_MARK LOGO: MNDT  
 DL3469_PROJECTION: FLUSH
 DL3469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3469+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3469_ROD/PIPE-DEPTH:  4.6 meters
 DL3469
 DL3469  HISTORY     - Date     Condition        Report By
 DL3469  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3469
 DL3469                          STATION DESCRIPTION
 DL3469
 DL3469'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3469'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTHEAST OF SLAYTON, 5.8
 DL3469'MI (9.3 KM) WEST OF DOVRAY AND IN CURRIE.
 DL3469' 
 DL3469'THE MARK IS AT THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38
 DL3469'NORTH (MILL STREET) IN CURRIE AT TRUNK HIGHWAY 30 MILE POINT 45.85.
 DL3469' 
 DL3469'THE MARK IS 68.7 FT (20.9 M) SOUTH OF TRUNK HIGHWAY 30, 25.7 FT (7.8
 DL3469'M) WEST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 38 NORTH AND 6.5 FT
 DL3469'(2.0 M) WEST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3467 ***********************************************************************
 DL3467  DESIGNATION -  5103 P
 DL3467  PID         -  DL3467
 DL3467  STATE/COUNTY-  MN/MURRAY
 DL3467  COUNTRY     -  US
 DL3467  USGS QUAD   -  DOVRAY (1967)
 DL3467
 DL3467                         *CURRENT SURVEY CONTROL
 DL3467  ______________________________________________________________________
 DL3467* NAD 83(1986) POSITION- 44 03 54.5    (N) 095 37 22.2    (W)   HD_HELD2  
 DL3467* NAVD 88 ORTHO HEIGHT -   462.915  (meters)    1518.75  (feet) ADJUSTED  
 DL3467  ______________________________________________________________________
 DL3467  GEOID HEIGHT    -        -26.71  (meters)                     GEOID09
 DL3467  DYNAMIC HEIGHT  -        462.818 (meters)     1518.43  (feet) COMP
 DL3467  MODELED GRAVITY -    980,394.8   (mgal)                       NAVD 88
 DL3467
 DL3467  VERT ORDER      -  SECOND    CLASS II
 DL3467
 DL3467.The horizontal coordinates were established by autonomous hand held GPS
 DL3467.observations and have an estimated accuracy of +/- 10 meters.
 DL3467.
 DL3467.The orthometric height was determined by differential leveling and
 DL3467.adjusted in May 2010.
 DL3467
 DL3467.The dynamic height is computed by dividing the NAVD 88
 DL3467.geopotential number by the normal gravity value computed on the
 DL3467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3467.degrees latitude (g = 980.6199 gals.).
 DL3467
 DL3467.The modeled gravity was interpolated from observed gravity values.
 DL3467
 DL3467;                    North         East    Units  Estimated Accuracy
 DL3467;SPC MN S     -   219,640.      669,996.      MT  (+/- 10 meters HH2 GPS)
 DL3467
 DL3467                          SUPERSEDED SURVEY CONTROL
 DL3467
 DL3467.No superseded survey control is available for this station.
 DL3467
 DL3467_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8994482452(NAD 83)
 DL3467
 DL3467_MARKER: DD = SURVEY DISK
 DL3467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3467_STAMPING: 5103 P 2006
 DL3467_MARK LOGO: MNDT  
 DL3467_PROJECTION: FLUSH
 DL3467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3467+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3467_ROD/PIPE-DEPTH:  4.6 meters
 DL3467
 DL3467  HISTORY     - Date     Condition        Report By
 DL3467  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3467
 DL3467                          STATION DESCRIPTION
 DL3467
 DL3467'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3467'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) KM NORTH OF AVOCA, 3.7 MI
 DL3467'(6.0 KM) WEST-NORTHWEST OF DOVRAY AND 2.0 MI (3.2 KM) EAST-SOUTHEAST
 DL3467'OF CURRIE.
 DL3467' 
 DL3467'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38 SOUTH IN
 DL3467'CURRIE GO 2.0 MI (3.2 KM) EAST ALONG TRUNK HIGHWAY 30 TO TRUNK HIGHWAY
 DL3467'30 MILE POINT 47.75.
 DL3467' 
 DL3467'THE MARK IS 69.9 FT (21.3 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 30, 29.0
 DL3467'FT (8.8 M) EAST OF A FIELD ENTRANCE AND 4.5 FT (1.4 M) NORTH OF ITS
 DL3467'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3465 ***********************************************************************
 DL3465  DESIGNATION -  5103 Q
 DL3465  PID         -  DL3465
 DL3465  STATE/COUNTY-  MN/MURRAY
 DL3465  COUNTRY     -  US
 DL3465  USGS QUAD   -  DOVRAY (1967)
 DL3465
 DL3465                         *CURRENT SURVEY CONTROL
 DL3465  ______________________________________________________________________
 DL3465* NAD 83(1986) POSITION- 44 03 25.7    (N) 095 35 49.6    (W)   HD_HELD2  
 DL3465* NAVD 88 ORTHO HEIGHT -   476.276  (meters)    1562.58  (feet) ADJUSTED  
 DL3465  ______________________________________________________________________
 DL3465  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DL3465  DYNAMIC HEIGHT  -        476.177 (meters)     1562.26  (feet) COMP
 DL3465  MODELED GRAVITY -    980,395.9   (mgal)                       NAVD 88
 DL3465
 DL3465  VERT ORDER      -  SECOND    CLASS II
 DL3465
 DL3465.The horizontal coordinates were established by autonomous hand held GPS
 DL3465.observations and have an estimated accuracy of +/- 10 meters.
 DL3465.
 DL3465.The orthometric height was determined by differential leveling and
 DL3465.adjusted in May 2010.
 DL3465
 DL3465.The dynamic height is computed by dividing the NAVD 88
 DL3465.geopotential number by the normal gravity value computed on the
 DL3465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3465.degrees latitude (g = 980.6199 gals.).
 DL3465
 DL3465.The modeled gravity was interpolated from observed gravity values.
 DL3465
 DL3465;                    North         East    Units  Estimated Accuracy
 DL3465;SPC MN S     -   218,711.      672,039.      MT  (+/- 10 meters HH2 GPS)
 DL3465
 DL3465                          SUPERSEDED SURVEY CONTROL
 DL3465
 DL3465.No superseded survey control is available for this station.
 DL3465
 DL3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9197681498(NAD 83)
 DL3465
 DL3465_MARKER: DD = SURVEY DISK
 DL3465_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL3465_SP_SET: FOOTING
 DL3465_STAMPING: 5103 Q 2006
 DL3465_MARK LOGO: MNDT  
 DL3465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3465+STABILITY: SURFACE MOTION
 DL3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3465+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2006
 DL3465
 DL3465  HISTORY     - Date     Condition        Report By
 DL3465  HISTORY     - 20060517 MONUMENTED       MNDT
 DL3465
 DL3465                          STATION DESCRIPTION
 DL3465
 DL3465'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3465'THE MARK IS LOCATED ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF AVOCA,
 DL3465'2.4 MI (3.9 KM) WEST OF DOVRAY AND 3.0 MI (4.8 KM) EAST OF CURRIE.
 DL3465' 
 DL3465'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 38 SOUTH IN
 DL3465'CURRIE GO 3.40 MI (5.5 KM) EAST ALONG TRUNK HIGHWAY 30 TO TRUNK
 DL3465'HIGHWAY 30 MILE POINT 49.2.
 DL3465' 
 DL3465'THE MARK IS 51.0 FT (15.5 M) SOUTHEAST OF A WEATHER STATION, 41.3 FT
 DL3465'(12.6 M) NORTHEAST OF TRUNK HIGHWAY 30 AND 12.0 FT (3.7 M) SOUTHEAST
 DL3465'OF A FIELD ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3464 ***********************************************************************
 DL3464  DESIGNATION -  5103 R
 DL3464  PID         -  DL3464
 DL3464  STATE/COUNTY-  MN/MURRAY
 DL3464  COUNTRY     -  US
 DL3464  USGS QUAD   -  DOVRAY (1967)
 DL3464
 DL3464                         *CURRENT SURVEY CONTROL
 DL3464  ______________________________________________________________________
 DL3464* NAD 83(1986) POSITION- 44 03 04.8    (N) 095 34 43.7    (W)   HD_HELD2  
 DL3464* NAVD 88 ORTHO HEIGHT -   465.483  (meters)    1527.17  (feet) ADJUSTED  
 DL3464  ______________________________________________________________________
 DL3464  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 DL3464  DYNAMIC HEIGHT  -        465.387 (meters)     1526.86  (feet) COMP
 DL3464  MODELED GRAVITY -    980,396.8   (mgal)                       NAVD 88
 DL3464
 DL3464  VERT ORDER      -  SECOND    CLASS II
 DL3464
 DL3464.The horizontal coordinates were established by autonomous hand held GPS
 DL3464.observations and have an estimated accuracy of +/- 10 meters.
 DL3464.
 DL3464.The orthometric height was determined by differential leveling and
 DL3464.adjusted in May 2010.
 DL3464
 DL3464.The dynamic height is computed by dividing the NAVD 88
 DL3464.geopotential number by the normal gravity value computed on the
 DL3464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3464.degrees latitude (g = 980.6199 gals.).
 DL3464
 DL3464.The modeled gravity was interpolated from observed gravity values.
 DL3464
 DL3464;                    North         East    Units  Estimated Accuracy
 DL3464;SPC MN S     -   218,037.      673,493.      MT  (+/- 10 meters HH2 GPS)
 DL3464
 DL3464                          SUPERSEDED SURVEY CONTROL
 DL3464
 DL3464.No superseded survey control is available for this station.
 DL3464
 DL3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9342280807(NAD 83)
 DL3464
 DL3464_MARKER: DD = SURVEY DISK
 DL3464_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3464_STAMPING: 5103 R 2006
 DL3464_MARK LOGO: MNDT  
 DL3464_PROJECTION: FLUSH
 DL3464_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3464+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3464_ROD/PIPE-DEPTH:  4.6 meters
 DL3464
 DL3464  HISTORY     - Date     Condition        Report By
 DL3464  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3464
 DL3464                          STATION DESCRIPTION
 DL3464
 DL3464'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3464'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) WEST OF WESTBROOK, 4.6 MI
 DL3464'(7.4 KM) EAST-SOUTHEAST OF CURRIE AND 2.0 MI (3.2 KM) WEST OF DOVRAY.
 DL3464'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 42 AT DOVRAY GO
 DL3464'1.80 MI (2.9 KM) WEST ALONG TRUNK HIGHWAY 30 TO MILE POINT 50.2.
 DL3464' 
 DL3464'THE MARK IS 67.3 FT (20.5 M) SOUTHWEST OF TRUNK HIGHWAY 30, 49.4 FT
 DL3464'(15.1 M) NORTHWEST OF 141ST STREET AND 4.1 FT (1.2 M) NORTH OF ITS
 DL3464'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3462 ***********************************************************************
 DL3462  DESIGNATION -  5103 S
 DL3462  PID         -  DL3462
 DL3462  STATE/COUNTY-  MN/MURRAY
 DL3462  COUNTRY     -  US
 DL3462  USGS QUAD   -  DOVRAY (1967)
 DL3462
 DL3462                         *CURRENT SURVEY CONTROL
 DL3462  ______________________________________________________________________
 DL3462* NAD 83(1986) POSITION- 44 03 03.9    (N) 095 32 31.5    (W)   HD_HELD2  
 DL3462* NAVD 88 ORTHO HEIGHT -   457.728  (meters)    1501.73  (feet) ADJUSTED  
 DL3462  ______________________________________________________________________
 DL3462  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 DL3462  DYNAMIC HEIGHT  -        457.634 (meters)     1501.42  (feet) COMP
 DL3462  MODELED GRAVITY -    980,400.5   (mgal)                       NAVD 88
 DL3462
 DL3462  VERT ORDER      -  SECOND    CLASS II
 DL3462
 DL3462.The horizontal coordinates were established by autonomous hand held GPS
 DL3462.observations and have an estimated accuracy of +/- 10 meters.
 DL3462.
 DL3462.The orthometric height was determined by differential leveling and
 DL3462.adjusted in May 2010.
 DL3462
 DL3462.The dynamic height is computed by dividing the NAVD 88
 DL3462.geopotential number by the normal gravity value computed on the
 DL3462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3462.degrees latitude (g = 980.6199 gals.).
 DL3462
 DL3462.The modeled gravity was interpolated from observed gravity values.
 DL3462
 DL3462;                    North         East    Units  Estimated Accuracy
 DL3462;SPC MN S     -   217,953.      676,435.      MT  (+/- 10 meters HH2 GPS)
 DL3462
 DL3462                          SUPERSEDED SURVEY CONTROL
 DL3462
 DL3462.No superseded survey control is available for this station.
 DL3462
 DL3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9636380688(NAD 83)
 DL3462
 DL3462_MARKER: DD = SURVEY DISK
 DL3462_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3462_STAMPING: 5103 S 2006
 DL3462_MARK LOGO: MNDT  
 DL3462_PROJECTION: FLUSH
 DL3462_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3462+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2010
 DL3462_ROD/PIPE-DEPTH:  7.6 meters
 DL3462
 DL3462  HISTORY     - Date     Condition        Report By
 DL3462  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3462  HISTORY     - 20100703 GOOD             AEROME
 DL3462
 DL3462                          STATION DESCRIPTION
 DL3462
 DL3462'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3462'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-SOUTHEAST OF CURRIE,
 DL3462'5.3 MI (8.5 KM) WEST OF WESTBROOK AND IN DOVRAY.
 DL3462' 
 DL3462'IN DOVRAY GO TO TRUNK HIGHWAY 30 MILE POINT 52.0 AT THE JUNCTION OF
 DL3462'TRUNK HIGHWAY 30 AND COUNTY ROAD 42.
 DL3462' 
 DL3462'THE MARK IS 52.8 FT (16.1 M) NORTH OF TRUNK HIGHWAY 30, 43.0 FT (13.1
 DL3462'M) SOUTHEAST OF A RIGHT-OF-WAY POST, 27.5 FT (8.4 M) WEST OF A FIELD
 DL3462'ENTRANCE AND 4.2 FT (1.3 M) EAST OF ITS WITNESS POST.
 DL3462
 DL3462                          STATION RECOVERY (2010)
 DL3462
 DL3462'RECOVERY NOTE BY AERO METRIC INC 2010
 DL3462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3461 ***********************************************************************
 DL3461  DESIGNATION -  5103 T
 DL3461  PID         -  DL3461
 DL3461  STATE/COUNTY-  MN/MURRAY
 DL3461  COUNTRY     -  US
 DL3461  USGS QUAD   -  DOVRAY (1967)
 DL3461
 DL3461                         *CURRENT SURVEY CONTROL
 DL3461  ______________________________________________________________________
 DL3461* NAD 83(1986) POSITION- 44 02 58.5    (N) 095 31 20.8    (W)   HD_HELD2  
 DL3461* NAVD 88 ORTHO HEIGHT -   447.049  (meters)    1466.69  (feet) ADJUSTED  
 DL3461  ______________________________________________________________________
 DL3461  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 DL3461  DYNAMIC HEIGHT  -        446.958 (meters)     1466.39  (feet) COMP
 DL3461  MODELED GRAVITY -    980,402.5   (mgal)                       NAVD 88
 DL3461
 DL3461  VERT ORDER      -  SECOND    CLASS II
 DL3461
 DL3461.The horizontal coordinates were established by autonomous hand held GPS
 DL3461.observations and have an estimated accuracy of +/- 10 meters.
 DL3461.
 DL3461.The orthometric height was determined by differential leveling and
 DL3461.adjusted in May 2010.
 DL3461
 DL3461.The dynamic height is computed by dividing the NAVD 88
 DL3461.geopotential number by the normal gravity value computed on the
 DL3461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3461.degrees latitude (g = 980.6199 gals.).
 DL3461
 DL3461.The modeled gravity was interpolated from observed gravity values.
 DL3461
 DL3461;                    North         East    Units  Estimated Accuracy
 DL3461;SPC MN S     -   217,757.      678,005.      MT  (+/- 10 meters HH2 GPS)
 DL3461
 DL3461                          SUPERSEDED SURVEY CONTROL
 DL3461
 DL3461.No superseded survey control is available for this station.
 DL3461
 DL3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9793180473(NAD 83)
 DL3461
 DL3461_MARKER: DD = SURVEY DISK
 DL3461_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3461_STAMPING: 5103 T 2006
 DL3461_MARK LOGO: MNDT  
 DL3461_PROJECTION: FLUSH
 DL3461_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3461+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DL3461_ROD/PIPE-DEPTH:  7.6 meters
 DL3461
 DL3461  HISTORY     - Date     Condition        Report By
 DL3461  HISTORY     - 20060621 MONUMENTED       MNDT
 DL3461
 DL3461                          STATION DESCRIPTION
 DL3461
 DL3461'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3461'THE MARK IS LOCATED ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF CURRIE,
 DL3461'4.3 MI (6.9 KM) WEST OF WESTBROOK AND 1.50 MI (2.4 KM) EAST OF DOVRAY.
 DL3461'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 42 AT DOVRAY GO
 DL3461'1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 53.0.
 DL3461' 
 DL3461'THE MARK IS 141.0 FT (43.0 M) SOUTHWEST OF TRUNK HIGHWAY 30, 39.4 FT
 DL3461'(12.0 M) EAST OF 270TH AVENUE, 10.0 FT (3.0 M) SOUTH OF A FIELD
 DL3461'ENTRANCE AND 5.5 FT (1.7 M) NORTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3460 ***********************************************************************
 DL3460  DESIGNATION -  5103 U
 DL3460  PID         -  DL3460
 DL3460  STATE/COUNTY-  MN/MURRAY
 DL3460  COUNTRY     -  US
 DL3460  USGS QUAD   -  DOVRAY (1967)
 DL3460
 DL3460                         *CURRENT SURVEY CONTROL
 DL3460  ______________________________________________________________________
 DL3460* NAD 83(1986) POSITION- 44 02 40.0    (N) 095 30 09.3    (W)   HD_HELD2  
 DL3460* NAVD 88 ORTHO HEIGHT -   439.036  (meters)    1440.40  (feet) ADJUSTED  
 DL3460  ______________________________________________________________________
 DL3460  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 DL3460  DYNAMIC HEIGHT  -        438.948 (meters)     1440.12  (feet) COMP
 DL3460  MODELED GRAVITY -    980,404.0   (mgal)                       NAVD 88
 DL3460
 DL3460  VERT ORDER      -  SECOND    CLASS II
 DL3460
 DL3460.The horizontal coordinates were established by autonomous hand held GPS
 DL3460.observations and have an estimated accuracy of +/- 10 meters.
 DL3460.
 DL3460.The orthometric height was determined by differential leveling and
 DL3460.adjusted in May 2010.
 DL3460
 DL3460.The dynamic height is computed by dividing the NAVD 88
 DL3460.geopotential number by the normal gravity value computed on the
 DL3460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3460.degrees latitude (g = 980.6199 gals.).
 DL3460
 DL3460.The modeled gravity was interpolated from observed gravity values.
 DL3460
 DL3460;                    North         East    Units  Estimated Accuracy
 DL3460;SPC MN S     -   217,157.      679,586.      MT  (+/- 10 meters HH2 GPS)
 DL3460
 DL3460                          SUPERSEDED SURVEY CONTROL
 DL3460
 DL3460.No superseded survey control is available for this station.
 DL3460
 DL3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9950579854(NAD 83)
 DL3460
 DL3460_MARKER: DD = SURVEY DISK
 DL3460_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3460_STAMPING: 5103 U 2006
 DL3460_MARK LOGO: MNDT  
 DL3460_PROJECTION: RECESSED 3 CENTIMETERS
 DL3460_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3460+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 DL3460_ROD/PIPE-DEPTH:  6.1 meters
 DL3460
 DL3460  HISTORY     - Date     Condition        Report By
 DL3460  HISTORY     - 20060621 MONUMENTED       MNDT
 DL3460
 DL3460                          STATION DESCRIPTION
 DL3460
 DL3460'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3460'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF CURRIE,
 DL3460'3.3 MI (5.3 KM) WEST OF WESTBROOK AND 2.4 MI (3.9 KM) EAST-SOUTHEAST
 DL3460'OF DOVRAY.
 DL3460' 
 DL3460'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 42 AT DOVRAY GO
 DL3460'2.10 MI (3.4 KM) EAST-SOUTHEAST ALONG TRUNK HIGHWAY 30 TO MILE POINT
 DL3460'54.10.
 DL3460' 
 DL3460'THE MARK IS 106.6 FT (32.5 M) NORTH-NORTHWEST OF TRUNK HIGHWAY 30,
 DL3460'30.1 FT (9.2 M) WEST OF COUNTY ROAD 67 8 FT (2.4 M) NORTH OF A FIELD
 DL3460'ENTRANCE AND 5.8 FT (1.8 M) SOUTH OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL3459 ***********************************************************************
 DL3459  DESIGNATION -  5103 V
 DL3459  PID         -  DL3459
 DL3459  STATE/COUNTY-  MN/MURRAY
 DL3459  COUNTRY     -  US
 DL3459  USGS QUAD   -  WESTBROOK (1980)
 DL3459
 DL3459                         *CURRENT SURVEY CONTROL
 DL3459  ______________________________________________________________________
 DL3459* NAD 83(1986) POSITION- 44 02 20.4    (N) 095 28 58.2    (W)   HD_HELD2  
 DL3459* NAVD 88 ORTHO HEIGHT -   432.119  (meters)    1417.71  (feet) ADJUSTED  
 DL3459  ______________________________________________________________________
 DL3459  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 DL3459  DYNAMIC HEIGHT  -        432.031 (meters)     1417.42  (feet) COMP
 DL3459  MODELED GRAVITY -    980,401.9   (mgal)                       NAVD 88
 DL3459
 DL3459  VERT ORDER      -  SECOND    CLASS II
 DL3459
 DL3459.The horizontal coordinates were established by autonomous hand held GPS
 DL3459.observations and have an estimated accuracy of +/- 10 meters.
 DL3459.
 DL3459.The orthometric height was determined by differential leveling and
 DL3459.adjusted in May 2010.
 DL3459
 DL3459.The dynamic height is computed by dividing the NAVD 88
 DL3459.geopotential number by the normal gravity value computed on the
 DL3459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3459.degrees latitude (g = 980.6199 gals.).
 DL3459
 DL3459.The modeled gravity was interpolated from observed gravity values.
 DL3459
 DL3459;                    North         East    Units  Estimated Accuracy
 DL3459;SPC MN S     -   216,523.      681,157.      MT  (+/- 10 meters HH2 GPS)
 DL3459
 DL3459                          SUPERSEDED SURVEY CONTROL
 DL3459
 DL3459.No superseded survey control is available for this station.
 DL3459
 DL3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ0106979201(NAD 83)
 DL3459
 DL3459_MARKER: DD = SURVEY DISK
 DL3459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL3459_STAMPING: 5103 V 2006
 DL3459_MARK LOGO: MNDT  
 DL3459_PROJECTION: FLUSH
 DL3459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3459+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2006
 DL3459_ROD/PIPE-DEPTH: 12.2 meters
 DL3459
 DL3459  HISTORY     - Date     Condition        Report By
 DL3459  HISTORY     - 20060620 MONUMENTED       MNDT
 DL3459
 DL3459                          STATION DESCRIPTION
 DL3459
 DL3459'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL3459'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-SOUTHEAST OF CURRIE,
 DL3459'3.5 MI (5.6 KM) EAST-SOUTHEAST OF DOVRAY AND 2.4 MI (3.9 KM) WEST OF
 DL3459'WESTBROOK.
 DL3459' 
 DL3459'FROM THE JUNCTION OF TRUNK HIGHWAY 30 AND COUNTY ROAD 42 AT DOVRAY GO
 DL3459'3.20 MI (5.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 30 TO MILE POINT 55.15.
 DL3459'THE MARK IS 89.6 FT (27.3 M) NORTHEAST OF TRUNK HIGHWAY 30, 53.1 FT
 DL3459'(16.2 M) WEST OF 290TH AVENUE, 8.0 FT (2.4 M) SOUTH OF ENTRANCE, 1.0
 DL3459'FT (0.3 M) EAST OF ITS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5411 ***********************************************************************
 DL5411  DESIGNATION -  5104 N
 DL5411  PID         -  DL5411
 DL5411  STATE/COUNTY-  MN/MURRAY
 DL5411  COUNTRY     -  US
 DL5411  USGS QUAD   -  FULDA (1970)
 DL5411
 DL5411                         *CURRENT SURVEY CONTROL
 DL5411  ______________________________________________________________________
 DL5411* NAD 83(1986) POSITION- 43 51 16.7    (N) 095 35 32.6    (W)   HD_HELD2  
 DL5411* NAVD 88 ORTHO HEIGHT -   457.201  (meters)    1500.00  (feet) ADJUSTED  
 DL5411  ______________________________________________________________________
 DL5411  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 DL5411  DYNAMIC HEIGHT  -        457.094 (meters)     1499.65  (feet) COMP
 DL5411  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 DL5411
 DL5411  VERT ORDER      -  SECOND    CLASS I
 DL5411
 DL5411.The horizontal coordinates were established by autonomous hand held GPS
 DL5411.observations and have an estimated accuracy of +/- 10 meters.
 DL5411.
 DL5411.The orthometric height was determined by differential leveling and
 DL5411.adjusted in May 2010.
 DL5411
 DL5411.Photographs are available for this station.
 DL5411
 DL5411.The dynamic height is computed by dividing the NAVD 88
 DL5411.geopotential number by the normal gravity value computed on the
 DL5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5411.degrees latitude (g = 980.6199 gals.).
 DL5411
 DL5411.The modeled gravity was interpolated from observed gravity values.
 DL5411
 DL5411;                    North         East    Units  Estimated Accuracy
 DL5411;SPC MN S     -   196,208.      671,979.      MT  (+/- 10 meters HH2 GPS)
 DL5411
 DL5411                          SUPERSEDED SURVEY CONTROL
 DL5411
 DL5411.No superseded survey control is available for this station.
 DL5411
 DL5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9164758994(NAD 83)
 DL5411
 DL5411_MARKER: DB = BENCH MARK DISK
 DL5411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5411_SP_SET: BOX CULVERT HEADWALL
 DL5411_STAMPING: 5104 N 2006
 DL5411_MARK LOGO: MNHD  
 DL5411_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5411+STABILITY: SURFACE MOTION
 DL5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5411+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5411
 DL5411  HISTORY     - Date     Condition        Report By
 DL5411  HISTORY     - 1980     MONUMENTED       MNDT
 DL5411  HISTORY     - 20061018 GOOD             MNDT
 DL5411
 DL5411                          STATION DESCRIPTION
 DL5411
 DL5411'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5411'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.0 MI (1.6 KM)
 DL5411'SOUTH OF FULDA, IN HEADWALL BOX CULVERT IN SOUTHEAST CORNER OF TRUNK
 DL5411'HIGHWAY 59 CULVERT NUMBER 8237 OVER FULDA FIRST LAKE OUTLET, 1.05 MI
 DL5411'(1.7 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5411'HIGHWAY 59 AND TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59
 DL5411'MILE POINT 27.90, 58.0 FT (17.7 M) EAST OF TRUNK HIGHWAY 59.
 DL5411' 
 DL5411'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5411'0.5 MI (0.8 KM), THEN TURN RIGHT AT MN-59/US-59 FOR 1.1 MI, AND
 DL5411'STATION MARK WILL BE ON THE LEFT.
 DL5411' 
 DL5411'DISK SET IN CULVERT WHEN BUILT IN 1980 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5412 ***********************************************************************
 DL5412  DESIGNATION -  5104 P
 DL5412  PID         -  DL5412
 DL5412  STATE/COUNTY-  MN/MURRAY
 DL5412  COUNTRY     -  US
 DL5412  USGS QUAD   -  FULDA (1970)
 DL5412
 DL5412                         *CURRENT SURVEY CONTROL
 DL5412  ______________________________________________________________________
 DL5412* NAD 83(1986) POSITION- 43 52 11.7    (N) 095 35 31.9    (W)   HD_HELD2  
 DL5412* NAVD 88 ORTHO HEIGHT -   458.479  (meters)    1504.19  (feet) ADJUSTED  
 DL5412  ______________________________________________________________________
 DL5412  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DL5412  DYNAMIC HEIGHT  -        458.372 (meters)     1503.84  (feet) COMP
 DL5412  MODELED GRAVITY -    980,372.5   (mgal)                       NAVD 88
 DL5412
 DL5412  VERT ORDER      -  SECOND    CLASS I
 DL5412
 DL5412.The horizontal coordinates were established by autonomous hand held GPS
 DL5412.observations and have an estimated accuracy of +/- 10 meters.
 DL5412.
 DL5412.The orthometric height was determined by differential leveling and
 DL5412.adjusted in May 2010.
 DL5412
 DL5412.Photographs are available for this station.
 DL5412
 DL5412.The dynamic height is computed by dividing the NAVD 88
 DL5412.geopotential number by the normal gravity value computed on the
 DL5412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5412.degrees latitude (g = 980.6199 gals.).
 DL5412
 DL5412.The modeled gravity was interpolated from observed gravity values.
 DL5412
 DL5412;                    North         East    Units  Estimated Accuracy
 DL5412;SPC MN S     -   197,905.      672,028.      MT  (+/- 10 meters HH2 GPS)
 DL5412
 DL5412                          SUPERSEDED SURVEY CONTROL
 DL5412
 DL5412.No superseded survey control is available for this station.
 DL5412
 DL5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9171660691(NAD 83)
 DL5412
 DL5412_MARKER: DD = SURVEY DISK
 DL5412_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5412_STAMPING: 5104 P 2006
 DL5412_MARK LOGO: MNDT  
 DL5412_PROJECTION: FLUSH
 DL5412_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5412+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5412_ROD/PIPE-DEPTH:  7.6 meters
 DL5412
 DL5412  HISTORY     - Date     Condition        Report By
 DL5412  HISTORY     - 2006     MONUMENTED       MNDT
 DL5412
 DL5412                          STATION DESCRIPTION
 DL5412
 DL5412'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5412'THE MARK IS LOCATED IN FULDA, AT THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5412'TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59 MILE POINT
 DL5412'28.20, 86.9 FT (26.5 M) EAST OF TRUNK HIGHWAY 59, 64.7 FT (19.7 M)
 DL5412'NORTH OF TRUNK HIGHWAY 62, 49.6 FT (15.1 M) EAST-NORTHEAST OF STREET
 DL5412'LIGHT POWER POLE, 1.5 FT (0.5 M) WEST OF A WITNESS POST.
 DL5412' 
 DL5412'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5412'0.5 MI (0.8 KM) THEN CONTINUE FOR 148 FT (45.1 M) ON MN-62 AND
 DL5412'STATION.
 DL5412' 
 DL5412'MARK CONSISTS OF 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5412'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5412'PLASTIC STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED
 DL5412'WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5413 ***********************************************************************
 DL5413  DESIGNATION -  5104 Q
 DL5413  PID         -  DL5413
 DL5413  STATE/COUNTY-  MN/MURRAY
 DL5413  COUNTRY     -  US
 DL5413  USGS QUAD   -  LIME CREEK (1970)
 DL5413
 DL5413                         *CURRENT SURVEY CONTROL
 DL5413  ______________________________________________________________________
 DL5413* NAD 83(1986) POSITION- 43 53 04.0    (N) 095 35 32.1    (W)   HD_HELD2  
 DL5413* NAVD 88 ORTHO HEIGHT -   458.970  (meters)    1505.80  (feet) ADJUSTED  
 DL5413  ______________________________________________________________________
 DL5413  GEOID HEIGHT    -        -26.78  (meters)                     GEOID09
 DL5413  DYNAMIC HEIGHT  -        458.863 (meters)     1505.45  (feet) COMP
 DL5413  MODELED GRAVITY -    980,373.4   (mgal)                       NAVD 88
 DL5413
 DL5413  VERT ORDER      -  SECOND    CLASS I
 DL5413
 DL5413.The horizontal coordinates were established by autonomous hand held GPS
 DL5413.observations and have an estimated accuracy of +/- 10 meters.
 DL5413.
 DL5413.The orthometric height was determined by differential leveling and
 DL5413.adjusted in May 2010.
 DL5413
 DL5413.Photographs are available for this station.
 DL5413
 DL5413.The dynamic height is computed by dividing the NAVD 88
 DL5413.geopotential number by the normal gravity value computed on the
 DL5413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5413.degrees latitude (g = 980.6199 gals.).
 DL5413
 DL5413.The modeled gravity was interpolated from observed gravity values.
 DL5413
 DL5413;                    North         East    Units  Estimated Accuracy
 DL5413;SPC MN S     -   199,519.      672,055.      MT  (+/- 10 meters HH2 GPS)
 DL5413
 DL5413                          SUPERSEDED SURVEY CONTROL
 DL5413
 DL5413.No superseded survey control is available for this station.
 DL5413
 DL5413_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9176262305(NAD 83)
 DL5413
 DL5413_MARKER: DD = SURVEY DISK
 DL5413_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5413_STAMPING: 5104 Q 2006
 DL5413_MARK LOGO: MNDT  
 DL5413_PROJECTION: RECESSED 5 CENTIMETERS
 DL5413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5413+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5413_ROD/PIPE-DEPTH:  6.1 meters
 DL5413
 DL5413  HISTORY     - Date     Condition        Report By
 DL5413  HISTORY     - 2006     MONUMENTED       MNDT
 DL5413
 DL5413                          STATION DESCRIPTION
 DL5413
 DL5413'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5413'THE MARK IS LOCATED 1.0 MI (1.6 KM) NORTH OF FULDA, 1.0 MI (1.6 KM)
 DL5413'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5413'TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59 MILE POINT
 DL5413'29.20, 117.7 FT (35.9 M) NORTHEAST OF TRUNK HIGHWAY 59, 71.1 FT (21.7
 DL5413'M) NORTH OF ENTRANCE TO SEWAGE PONDS, 1.6 FT (0.5 M) WEST OF A WITNESS
 DL5413'POST.
 DL5413' 
 DL5413'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5413'0.5 MI (0.8 KM) THEN TURN LEFT AT MN-59/US-59 AND GO 1.0 MI (1.6 KM)
 DL5413'TAKE THE SECOND RIGHT FOR 138 FT (42.1 M) TO STATION MARK ON THE
 DL5413'RIGHT.
 DL5413' 
 DL5413'MARK CONSISTS OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5413'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5413'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5413'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5414 ***********************************************************************
 DL5414  DESIGNATION -  5104 R
 DL5414  PID         -  DL5414
 DL5414  STATE/COUNTY-  MN/MURRAY
 DL5414  COUNTRY     -  US
 DL5414  USGS QUAD   -  LIME CREEK (1970)
 DL5414
 DL5414                         *CURRENT SURVEY CONTROL
 DL5414  ______________________________________________________________________
 DL5414* NAD 83(1986) POSITION- 43 53 59.3    (N) 095 36 08.0    (W)   HD_HELD2  
 DL5414* NAVD 88 ORTHO HEIGHT -   456.583  (meters)    1497.97  (feet) ADJUSTED  
 DL5414  ______________________________________________________________________
 DL5414  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DL5414  DYNAMIC HEIGHT  -        456.478 (meters)     1497.63  (feet) COMP
 DL5414  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 DL5414
 DL5414  VERT ORDER      -  SECOND    CLASS I
 DL5414
 DL5414.The horizontal coordinates were established by autonomous hand held GPS
 DL5414.observations and have an estimated accuracy of +/- 10 meters.
 DL5414.
 DL5414.The orthometric height was determined by differential leveling and
 DL5414.adjusted in May 2010.
 DL5414
 DL5414.Photographs are available for this station.
 DL5414
 DL5414.The dynamic height is computed by dividing the NAVD 88
 DL5414.geopotential number by the normal gravity value computed on the
 DL5414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5414.degrees latitude (g = 980.6199 gals.).
 DL5414
 DL5414.The modeled gravity was interpolated from observed gravity values.
 DL5414
 DL5414;                    North         East    Units  Estimated Accuracy
 DL5414;SPC MN S     -   201,241.      671,287.      MT  (+/- 10 meters HH2 GPS)
 DL5414
 DL5414                          SUPERSEDED SURVEY CONTROL
 DL5414
 DL5414.No superseded survey control is available for this station.
 DL5414
 DL5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9101564036(NAD 83)
 DL5414
 DL5414_MARKER: DV = VERTICAL CONTROL DISK
 DL5414_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5414_SP_SET: BRIDGE ABUTMENT
 DL5414_STAMPING: 5104 R 2006
 DL5414_MARK LOGO: MNDT  
 DL5414_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5414+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5414
 DL5414  HISTORY     - Date     Condition        Report By
 DL5414  HISTORY     - 1996     MONUMENTED       MNDT
 DL5414  HISTORY     - 20061018 GOOD             MNDT
 DL5414
 DL5414                          STATION DESCRIPTION
 DL5414
 DL5414'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5414'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 2.0 MI
 DL5414'(3.2 KM) NORTH OF FULDA, IN RAIL IN SOUTHEAST CORNER OF TRUNK HIGHWAY
 DL5414'59 BRIDGE NUMBER 51002 OVER LIME CREEK, 2.25 MI (3.6 KM) NORTH AND
 DL5414'NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 DL5414'AND TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59 MILE POINT
 DL5414'30.40, 23.0 FT (7.0 M) EAST OF TRUNK HIGHWAY 59.
 DL5414' 
 DL5414'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5414'0.5 MI (0.8 KM), THEN TURN LEFT AT MN-59/US-59 FOR 2.2 MI STATION MARK
 DL5414'WILL BE ON THE RIGHT   2.2 MI (3.5 KM).
 DL5414' 
 DL5414'DISK SET IN BRIDGE WHEN BUILT IN 1996 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5415 ***********************************************************************
 DL5415  DESIGNATION -  5104 S
 DL5415  PID         -  DL5415
 DL5415  STATE/COUNTY-  MN/MURRAY
 DL5415  COUNTRY     -  US
 DL5415  USGS QUAD   -  LIME CREEK (1970)
 DL5415
 DL5415                         *CURRENT SURVEY CONTROL
 DL5415  ______________________________________________________________________
 DL5415* NAD 83(1986) POSITION- 43 54 48.1    (N) 095 36 07.4    (W)   HD_HELD2  
 DL5415* NAVD 88 ORTHO HEIGHT -   461.339  (meters)    1513.58  (feet) ADJUSTED  
 DL5415  ______________________________________________________________________
 DL5415  GEOID HEIGHT    -        -26.77  (meters)                     GEOID09
 DL5415  DYNAMIC HEIGHT  -        461.233 (meters)     1513.23  (feet) COMP
 DL5415  MODELED GRAVITY -    980,376.5   (mgal)                       NAVD 88
 DL5415
 DL5415  VERT ORDER      -  SECOND    CLASS I
 DL5415
 DL5415.The horizontal coordinates were established by autonomous hand held GPS
 DL5415.observations and have an estimated accuracy of +/- 10 meters.
 DL5415.
 DL5415.The orthometric height was determined by differential leveling and
 DL5415.adjusted in May 2010.
 DL5415
 DL5415.Photographs are available for this station.
 DL5415
 DL5415.The dynamic height is computed by dividing the NAVD 88
 DL5415.geopotential number by the normal gravity value computed on the
 DL5415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5415.degrees latitude (g = 980.6199 gals.).
 DL5415
 DL5415.The modeled gravity was interpolated from observed gravity values.
 DL5415
 DL5415;                    North         East    Units  Estimated Accuracy
 DL5415;SPC MN S     -   202,747.      671,330.      MT  (+/- 10 meters HH2 GPS)
 DL5415
 DL5415                          SUPERSEDED SURVEY CONTROL
 DL5415
 DL5415.No superseded survey control is available for this station.
 DL5415
 DL5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9107665541(NAD 83)
 DL5415
 DL5415_MARKER: DD = SURVEY DISK
 DL5415_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5415_STAMPING: 5104 S 2006
 DL5415_MARK LOGO: MNDT  
 DL5415_PROJECTION: FLUSH
 DL5415_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5415+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5415_ROD/PIPE-DEPTH:  6.1 meters
 DL5415
 DL5415  HISTORY     - Date     Condition        Report By
 DL5415  HISTORY     - 2006     MONUMENTED       MNDT
 DL5415
 DL5415                          STATION DESCRIPTION
 DL5415
 DL5415'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5415'THE MARK IS LOCATED 3.0 MI (4.8 KM) NORTH OF FULDA, 3.20 MI (5.1 KM)
 DL5415'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5415'TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59 MILE POINT
 DL5415'31.30, 73.5 FT (22.4 M) EAST OF TRUNK HIGHWAY 59, 22.5 FT (6.9 M)
 DL5415'SOUTH OF A FIELD ENTRANCE, 1.1 FT (0.3 M) WEST OF A WITNESS POST.
 DL5415' 
 DL5415'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5415'0.5 MI (0.8 KM) THEN TURN LEFT AT MN-59/US-59 FOR 3.2 MI (5.1 KM) AND
 DL5415'STATION MARK WILL BE ON THE RIGHT.
 DL5415' 
 DL5415'MARK CONSISTS OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5415'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5415'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5415'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5417 ***********************************************************************
 DL5417  DESIGNATION -  5104 T
 DL5417  PID         -  DL5417
 DL5417  STATE/COUNTY-  MN/MURRAY
 DL5417  COUNTRY     -  US
 DL5417  USGS QUAD   -  LIME CREEK (1970)
 DL5417
 DL5417                         *CURRENT SURVEY CONTROL
 DL5417  ______________________________________________________________________
 DL5417* NAD 83(1986) POSITION- 43 55 56.9    (N) 095 37 07.0    (W)   HD_HELD2  
 DL5417* NAVD 88 ORTHO HEIGHT -   468.008  (meters)    1535.46  (feet) ADJUSTED  
 DL5417  ______________________________________________________________________
 DL5417  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 DL5417  DYNAMIC HEIGHT  -        467.903 (meters)     1535.11  (feet) COMP
 DL5417  MODELED GRAVITY -    980,378.8   (mgal)                       NAVD 88
 DL5417
 DL5417  VERT ORDER      -  SECOND    CLASS I
 DL5417
 DL5417.The horizontal coordinates were established by autonomous hand held GPS
 DL5417.observations and have an estimated accuracy of +/- 10 meters.
 DL5417.
 DL5417.The orthometric height was determined by differential leveling and
 DL5417.adjusted in May 2010.
 DL5417
 DL5417.Photographs are available for this station.
 DL5417
 DL5417.The dynamic height is computed by dividing the NAVD 88
 DL5417.geopotential number by the normal gravity value computed on the
 DL5417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5417.degrees latitude (g = 980.6199 gals.).
 DL5417
 DL5417.The modeled gravity was interpolated from observed gravity values.
 DL5417
 DL5417;                    North         East    Units  Estimated Accuracy
 DL5417;SPC MN S     -   204,896.      670,042.      MT  (+/- 10 meters HH2 GPS)
 DL5417
 DL5417                          SUPERSEDED SURVEY CONTROL
 DL5417
 DL5417.No superseded survey control is available for this station.
 DL5417
 DL5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8981467706(NAD 83)
 DL5417
 DL5417_MARKER: DD = SURVEY DISK
 DL5417_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5417_STAMPING: 5104 T 2006
 DL5417_MARK LOGO: MNDT  
 DL5417_PROJECTION: FLUSH
 DL5417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5417+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5417_ROD/PIPE-DEPTH:  7.6 meters
 DL5417
 DL5417  HISTORY     - Date     Condition        Report By
 DL5417  HISTORY     - 2006     MONUMENTED       MNDT
 DL5417
 DL5417                          STATION DESCRIPTION
 DL5417
 DL5417'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5417'THE MARK IS LOCATED 1.50 MI (2.4 KM) SOUTHEAST OF AVOCA, 1.75 MI (2.8
 DL5417'KM) SOUTHEAST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5417'HIGHWAY 59 AND COUNTY ROAD 6 IN AVOCA, AT TRUNK HIGHWAY 59 MILE POINT
 DL5417'32.95, 75.5 FT (23.0 M) NORTHEAST OF TRUNK HIGHWAY 59, 24.1 FT (7.3 M)
 DL5417'NORTHWEST OF A FIELD ENTRANCE, 1.3 FT (0.4 M) SOUTHWEST OF A WITNESS
 DL5417'POST.
 DL5417' 
 DL5417'TO REACH STATION HEAD SOUTHEAST ON PARK AVENUE TOWARD SW THIRD ST FOR
 DL5417'381 FT (116.1 M) THEN TAKE THE FIRST LEFT ONTO SW THIRD ST AND GO 417
 DL5417'FT (127.1 M) TAKE THE FIRST RIGHT ONTO RAILROAD AVE/US-59.  CONTINUE
 DL5417'TO FOLLOW US-59 S FOR 1.7 MI (2.7 KM) AND STATION MARK ON THE LEFT.
 DL5417' 
 DL5417'MARK CONSISTS OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5417'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5417'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5417'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5418 ***********************************************************************
 DL5418  DESIGNATION -  5104 U
 DL5418  PID         -  DL5418
 DL5418  STATE/COUNTY-  MN/MURRAY
 DL5418  COUNTRY     -  US
 DL5418  USGS QUAD   -  AVOCA (1970)
 DL5418
 DL5418                         *CURRENT SURVEY CONTROL
 DL5418  ______________________________________________________________________
 DL5418* NAD 83(1986) POSITION- 43 56 31.9    (N) 095 38 02.4    (W)   HD_HELD2  
 DL5418* NAVD 88 ORTHO HEIGHT -   465.880  (meters)    1528.47  (feet) ADJUSTED  
 DL5418  ______________________________________________________________________
 DL5418  GEOID HEIGHT    -        -26.73  (meters)                     GEOID09
 DL5418  DYNAMIC HEIGHT  -        465.775 (meters)     1528.13  (feet) COMP
 DL5418  MODELED GRAVITY -    980,379.7   (mgal)                       NAVD 88
 DL5418
 DL5418  VERT ORDER      -  SECOND    CLASS I
 DL5418
 DL5418.The horizontal coordinates were established by autonomous hand held GPS
 DL5418.observations and have an estimated accuracy of +/- 10 meters.
 DL5418.
 DL5418.The orthometric height was determined by differential leveling and
 DL5418.adjusted in May 2010.
 DL5418
 DL5418.Photographs are available for this station.
 DL5418
 DL5418.The dynamic height is computed by dividing the NAVD 88
 DL5418.geopotential number by the normal gravity value computed on the
 DL5418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5418.degrees latitude (g = 980.6199 gals.).
 DL5418
 DL5418.The modeled gravity was interpolated from observed gravity values.
 DL5418
 DL5418;                    North         East    Units  Estimated Accuracy
 DL5418;SPC MN S     -   206,000.      668,829.      MT  (+/- 10 meters HH2 GPS)
 DL5418
 DL5418                          SUPERSEDED SURVEY CONTROL
 DL5418
 DL5418.No superseded survey control is available for this station.
 DL5418
 DL5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8861368825(NAD 83)
 DL5418
 DL5418_MARKER: DD = SURVEY DISK
 DL5418_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5418_STAMPING: 5104 U 2006
 DL5418_MARK LOGO: MNDT  
 DL5418_PROJECTION: FLUSH
 DL5418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5418+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5418_ROD/PIPE-DEPTH:  7.6 meters
 DL5418
 DL5418  HISTORY     - Date     Condition        Report By
 DL5418  HISTORY     - 2006     MONUMENTED       MNDT
 DL5418
 DL5418                          STATION DESCRIPTION
 DL5418
 DL5418'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5418'THE MARK IS 0.50 MI (0.8 KM) SOUTHEAST OF AVOCA, 0.75 MI (1.2 KM)
 DL5418'SOUTHEAST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 DL5418'AND COUNTY ROAD 6 IN AVOCA, AT TRUNK HIGHWAY 59 MILE POINT 33.95, 82.0
 DL5418'FT (25.0 M) SOUTHWEST OF TRUNK HIGHWAY 59, 3.5 FT (1.1 M) SOUTHWEST OF
 DL5418'CABLE MARK POST, 1.8 FT (0.5 M) NORTHEAST OF A WITNESS POST.
 DL5418' 
 DL5418'TO REACH STATION HEAD SOUTHEAST ON PARK AVENUE TOWARD SW THIRD ST FOR
 DL5418'381 FT (116.1 M) THEN TAKE THE FIRST LEFT ONTO SW THIRD ST AND GO 417
 DL5418'FT (127.1 M) TAKE THE FIRST RIGHT ONTO RAILROAD AVENUE FOR 0.7 MI (1.1
 DL5418'KM) TO STATION ON THE RIGHT.
 DL5418' 
 DL5418'MARK CONSISTS OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5418'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5418'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5418'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5419 ***********************************************************************
 DL5419  DESIGNATION -  5104 V
 DL5419  PID         -  DL5419
 DL5419  STATE/COUNTY-  MN/MURRAY
 DL5419  COUNTRY     -  US
 DL5419  USGS QUAD   -  AVOCA (1970)
 DL5419
 DL5419                         *CURRENT SURVEY CONTROL
 DL5419  ______________________________________________________________________
 DL5419* NAD 83(1986) POSITION- 43 57 01.3    (N) 095 38 44.2    (W)   HD_HELD2  
 DL5419* NAVD 88 ORTHO HEIGHT -   468.175  (meters)    1536.00  (feet) ADJUSTED  
 DL5419  ______________________________________________________________________
 DL5419  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DL5419  DYNAMIC HEIGHT  -        468.070 (meters)     1535.66  (feet) COMP
 DL5419  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 DL5419
 DL5419  VERT ORDER      -  SECOND    CLASS I
 DL5419
 DL5419.The horizontal coordinates were established by autonomous hand held GPS
 DL5419.observations and have an estimated accuracy of +/- 10 meters.
 DL5419.
 DL5419.The orthometric height was determined by differential leveling and
 DL5419.adjusted in May 2010.
 DL5419
 DL5419.Photographs are available for this station.
 DL5419
 DL5419.The dynamic height is computed by dividing the NAVD 88
 DL5419.geopotential number by the normal gravity value computed on the
 DL5419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5419.degrees latitude (g = 980.6199 gals.).
 DL5419
 DL5419.The modeled gravity was interpolated from observed gravity values.
 DL5419
 DL5419;                    North         East    Units  Estimated Accuracy
 DL5419;SPC MN S     -   206,926.      667,915.      MT  (+/- 10 meters HH2 GPS)
 DL5419
 DL5419                          SUPERSEDED SURVEY CONTROL
 DL5419
 DL5419.No superseded survey control is available for this station.
 DL5419
 DL5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8771069762(NAD 83)
 DL5419
 DL5419_MARKER: DD = SURVEY DISK
 DL5419_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5419_STAMPING: 5104 V 2006
 DL5419_MARK LOGO: MNDT  
 DL5419_PROJECTION: RECESSED 3 CENTIMETERS
 DL5419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5419+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5419_ROD/PIPE-DEPTH:  4.6 meters
 DL5419
 DL5419  HISTORY     - Date     Condition        Report By
 DL5419  HISTORY     - 2006     MONUMENTED       MNDT
 DL5419
 DL5419                          STATION DESCRIPTION
 DL5419
 DL5419'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5419'THE MARK IS IN AVOCA, 0.10 MI (0.2 KM) NORTHWEST ALONG TRUNK HIGHWAY
 DL5419'59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 6 IN AVOCA,
 DL5419'AT TRUNK HIGHWAY 59 MILE POINT 34.80, 51.3 FT (15.6 M) SOUTHWEST OF
 DL5419'TRUNK HIGHWAY 59, 4.0 FT (1.2 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DL5419'CHAIN LINK FENCE OF BALL FIELD, 3.4 FT (1.0 M) NORTHEAST OF A WITNESS
 DL5419'POST.
 DL5419' 
 DL5419'TO REACH STATION HEAD NORTHWEST ON PARK AVENUE TOWARD SW SECOND ST FOR
 DL5419'0.1 MI (0.2 KM) TURN RIGHT AT SW LAKE ST AND GO 417 FT (127.1 M), TURN
 DL5419'RIGHT AT RAILROAD AVENUE FOR 157 FT (47.9 M) AND STATION MARK WILL BE
 DL5419'ON THE RIGHT.
 DL5419' 
 DL5419'MARK CONSISTS OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5419'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5419'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5419'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5420 ***********************************************************************
 DL5420  DESIGNATION -  5104 W
 DL5420  PID         -  DL5420
 DL5420  STATE/COUNTY-  MN/MURRAY
 DL5420  COUNTRY     -  US
 DL5420  USGS QUAD   -  AVOCA (1970)
 DL5420
 DL5420                         *CURRENT SURVEY CONTROL
 DL5420  ______________________________________________________________________
 DL5420* NAD 83(1986) POSITION- 43 57 49.8    (N) 095 40 33.2    (W)   HD_HELD2  
 DL5420* NAVD 88 ORTHO HEIGHT -   469.243  (meters)    1539.51  (feet) ADJUSTED  
 DL5420  ______________________________________________________________________
 DL5420  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 DL5420  DYNAMIC HEIGHT  -        469.138 (meters)     1539.16  (feet) COMP
 DL5420  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 DL5420
 DL5420  VERT ORDER      -  SECOND    CLASS I
 DL5420
 DL5420.The horizontal coordinates were established by autonomous hand held GPS
 DL5420.observations and have an estimated accuracy of +/- 10 meters.
 DL5420.
 DL5420.The orthometric height was determined by differential leveling and
 DL5420.adjusted in May 2010.
 DL5420
 DL5420.Photographs are available for this station.
 DL5420
 DL5420.The dynamic height is computed by dividing the NAVD 88
 DL5420.geopotential number by the normal gravity value computed on the
 DL5420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5420.degrees latitude (g = 980.6199 gals.).
 DL5420
 DL5420.The modeled gravity was interpolated from observed gravity values.
 DL5420
 DL5420;                    North         East    Units  Estimated Accuracy
 DL5420;SPC MN S     -   208,472.      665,516.      MT  (+/- 10 meters HH2 GPS)
 DL5420
 DL5420                          SUPERSEDED SURVEY CONTROL
 DL5420
 DL5420.No superseded survey control is available for this station.
 DL5420
 DL5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8532971337(NAD 83)
 DL5420
 DL5420_MARKER: DD = SURVEY DISK
 DL5420_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5420_STAMPING: 5104 W 2006
 DL5420_MARK LOGO: MNDT  
 DL5420_PROJECTION: FLUSH
 DL5420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5420+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5420_ROD/PIPE-DEPTH:  6.1 meters
 DL5420
 DL5420  HISTORY     - Date     Condition        Report By
 DL5420  HISTORY     - 2006     MONUMENTED       MNDT
 DL5420
 DL5420                          STATION DESCRIPTION
 DL5420
 DL5420'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5420'THE MARK IS 2.0 MI (3.2 KM) NORTHWEST OF AVOCA, 1.90 MI (3.1 KM)
 DL5420'NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 DL5420'AND COUNTY ROAD 6 IN AVOCA, AT TRUNK HIGHWAY 59 MILE POINT 36.60, 69.8
 DL5420'FT (21.3 M) SOUTH-SOUTHWEST OF TRUNK HIGHWAY 59, 41.0 FT (12.5 M)
 DL5420'SOUTH OF 81TH STREET, 19.8 FT (6.0 M) EAST OF POWER POLE, 2.5 FT (0.8
 DL5420'M) EAST OF A WITNESS POST.
 DL5420' 
 DL5420'TO REACH STATION HEAD NORTHWEST ON RAILROAD AVE/US-59 NW TOWARD NE
 DL5420'SECOND ST CONTINUE TO FOLLOW US-59 NW 2.0 MI (3.2 KM) MAKE SLIGHT LEFT
 DL5420'AT 81ST ST FOR 59 FT (18.0 M) AND STATION WILL BE ON THE LEFT.
 DL5420' 
 DL5420'MARK CONSISTS OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5420'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5420'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5420'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5421 ***********************************************************************
 DL5421  DESIGNATION -  5104 X
 DL5421  PID         -  DL5421
 DL5421  STATE/COUNTY-  MN/MURRAY
 DL5421  COUNTRY     -  US
 DL5421  USGS QUAD   -  AVOCA (1970)
 DL5421
 DL5421                         *CURRENT SURVEY CONTROL
 DL5421  ______________________________________________________________________
 DL5421* NAD 83(1986) POSITION- 43 58 10.9    (N) 095 41 35.8    (W)   HD_HELD2  
 DL5421* NAVD 88 ORTHO HEIGHT -   471.100  (meters)    1545.60  (feet) ADJUSTED  
 DL5421  ______________________________________________________________________
 DL5421  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DL5421  DYNAMIC HEIGHT  -        470.995 (meters)     1545.26  (feet) COMP
 DL5421  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 DL5421
 DL5421  VERT ORDER      -  SECOND    CLASS I
 DL5421
 DL5421.The horizontal coordinates were established by autonomous hand held GPS
 DL5421.observations and have an estimated accuracy of +/- 10 meters.
 DL5421.
 DL5421.The orthometric height was determined by differential leveling and
 DL5421.adjusted in May 2010.
 DL5421
 DL5421.Photographs are available for this station.
 DL5421
 DL5421.The dynamic height is computed by dividing the NAVD 88
 DL5421.geopotential number by the normal gravity value computed on the
 DL5421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5421.degrees latitude (g = 980.6199 gals.).
 DL5421
 DL5421.The modeled gravity was interpolated from observed gravity values.
 DL5421
 DL5421;                    North         East    Units  Estimated Accuracy
 DL5421;SPC MN S     -   209,152.      664,134.      MT  (+/- 10 meters HH2 GPS)
 DL5421
 DL5421                          SUPERSEDED SURVEY CONTROL
 DL5421
 DL5421.No superseded survey control is available for this station.
 DL5421
 DL5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8395572033(NAD 83)
 DL5421
 DL5421_MARKER: DD = SURVEY DISK
 DL5421_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5421_STAMPING: 5104 X 2006
 DL5421_MARK LOGO: MNDT  
 DL5421_PROJECTION: FLUSH
 DL5421_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5421+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5421_ROD/PIPE-DEPTH:  6.1 meters
 DL5421
 DL5421  HISTORY     - Date     Condition        Report By
 DL5421  HISTORY     - 2006     MONUMENTED       MNDT
 DL5421
 DL5421                          STATION DESCRIPTION
 DL5421
 DL5421'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5421'THE MARK IS 3.0 MI (4.8 KM) NORTHWEST OF AVOCA, 2.80 MI (4.5 KM)
 DL5421'NORTHWEST ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59
 DL5421'AND COUNTY ROAD 6 IN AVOCA, AT TRUNK HIGHWAY 59 MILEPOST 37.60, 102.6
 DL5421'FT (31.3 M) NORTHEAST OF TRUNK HIGHWAY 59 ON EXTENDED CENTERLINE OF
 DL5421'185TH AVENUE, 1.6 FT (0.5 M) SOUTH OF A WITNESS POST.
 DL5421' 
 DL5421'TO REACH STATION HEAD NORTHWEST ON RAILROAD AVE/US-59 NW TOWARD NE
 DL5421'SECOND ST CONTINUE TO FOLLOW US-59 NW FOR 2.9 MI (4.7 KM) AND STATION
 DL5421'MARK ON THE RIGHT.
 DL5421' 
 DL5421'MARK CONSISTS OF A 3/4 INCH DIAMETER ALUMINUM ROD DRIVEN TO REFUSAL
 DL5421'WITH A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT
 DL5421'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5421'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2713 ***********************************************************************
 DK2713  DESIGNATION -  5104 Y
 DK2713  PID         -  DK2713
 DK2713  STATE/COUNTY-  MN/MURRAY
 DK2713  COUNTRY     -  US
 DK2713  USGS QUAD   -  AVOCA (1970)
 DK2713
 DK2713                         *CURRENT SURVEY CONTROL
 DK2713  ______________________________________________________________________
 DK2713* NAD 83(2007) POSITION- 43 58 41.79710(N) 095 44 03.74193(W)   ADJUSTED  
 DK2713* NAD 83(2007) ELLIP HT-   457.400 (meters)        (07/06/11)   ADJUSTED
 DK2713* NAD 83(2007) EPOCH   -  2002.00
 DK2713* NAVD 88 ORTHO HEIGHT -   484.001  (meters)    1587.93  (feet) ADJUSTED  
 DK2713  ______________________________________________________________________
 DK2713  NAD 83(2007) X  -   -459,365.140 (meters)                     COMP
 DK2713  NAD 83(2007) Y  - -4,574,475.177 (meters)                     COMP
 DK2713  NAD 83(2007) Z  -  4,406,672.643 (meters)                     COMP
 DK2713  LAPLACE CORR    -         -4.05  (seconds)                    DEFLEC09
 DK2713  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 DK2713  DYNAMIC HEIGHT  -        483.893 (meters)     1587.57  (feet) COMP
 DK2713  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 DK2713
 DK2713  HORZ ORDER      -  FIRST
 DK2713  VERT ORDER      -  SECOND    CLASS I
 DK2713  ELLP ORDER      -  FOURTH    CLASS I
 DK2713
 DK2713.The horizontal coordinates were established by GPS observations
 DK2713.and adjusted by the National Geodetic Survey in July 2011.
 DK2713
 DK2713.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2713.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2713
 DK2713.The horizontal coordinates are valid at the epoch date displayed above
 DK2713.which is a decimal equivalence of Year/Month/Day.
 DK2713
 DK2713.The orthometric height was determined by differential leveling and
 DK2713.adjusted in May 2010.
 DK2713
 DK2713.Photographs are available for this station.
 DK2713
 DK2713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2713
 DK2713.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2713
 DK2713.The ellipsoidal height was determined by GPS observations
 DK2713.and is referenced to NAD 83.
 DK2713
 DK2713.The dynamic height is computed by dividing the NAVD 88
 DK2713.geopotential number by the normal gravity value computed on the
 DK2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2713.degrees latitude (g = 980.6199 gals.).
 DK2713
 DK2713.The modeled gravity was interpolated from observed gravity values.
 DK2713
 DK2713. The following values were computed from the NAD 83(2007) position.
 DK2713
 DK2713;                    North         East     Units Scale Factor Converg.
 DK2713;SPC MN S     -   210,174.608   660,857.344   MT  0.99996346   -1 12 56.4
 DK2713;SPC MN S     -   689,547.86  2,168,162.80   sFT  0.99996346   -1 12 56.4
 DK2713;UTM  15      - 4,873,095.339   280,691.035   MT  1.00019159   -1 53 58.1
 DK2713
 DK2713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2713!SPC MN S     -   0.99992828  x   0.99996346  =   0.99989174
 DK2713!UTM  15      -   0.99992828  x   1.00019159  =   1.00011986
 DK2713
 DK2713                          SUPERSEDED SURVEY CONTROL
 DK2713
 DK2713  NAD 83(1996)-  43 58 41.79662(N)    095 44 03.74127(W) AD(       ) 1
 DK2713  ELLIP H (10/25/07)  457.443  (m)                       GP(       ) 4 1
 DK2713  NAVD 88 (10/25/07)  484.00   (m)         1587.9    (f) LEVELING    3  
 DK2713
 DK2713.Superseded values are not recommended for survey control.
 DK2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2713.See file dsdata.txt to determine how the superseded data were derived.
 DK2713
 DK2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8069173095(NAD 83)
 DK2713
 DK2713_MARKER: DD = SURVEY DISK
 DK2713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2713_STAMPING: 5104 Y 2006
 DK2713_MARK LOGO: MNDT  
 DK2713_PROJECTION: FLUSH
 DK2713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2713+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DK2713_ROD/PIPE-DEPTH:  6.1 meters
 DK2713
 DK2713  HISTORY     - Date     Condition        Report By
 DK2713  HISTORY     - 2006     MONUMENTED       MNDT
 DK2713  HISTORY     - 20061018 GOOD             MNDT
 DK2713
 DK2713                          STATION DESCRIPTION
 DK2713
 DK2713'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK2713'1.50 MILES SOUTHEAST OF SLAYTON, 1.40 MILES SOUTHEAST ALONG TRUNK
 DK2713'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 30
 DK2713'IN SLAYTON, AT TRUNK HIGHWAY 59 MILEPOINT 39.7, 72.5 FEET SOUTH OF
 DK2713'TRUNK HIGHWAY 59, 37.3 FEET EAST OF DRIVEWAY TO SLAYTON TRUCK STATION,
 DK2713'1.6 FEET NORTH OF WITNESS POST.
 DK2713
 DK2713                          STATION RECOVERY (2006)
 DK2713
 DK2713'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5423 ***********************************************************************
 DL5423  DESIGNATION -  5105 B
 DL5423  PID         -  DL5423
 DL5423  STATE/COUNTY-  MN/MURRAY
 DL5423  COUNTRY     -  US
 DL5423  USGS QUAD   -  HADLEY (1967)
 DL5423
 DL5423                         *CURRENT SURVEY CONTROL
 DL5423  ______________________________________________________________________
 DL5423* NAD 83(1986) POSITION- 44 00 32.2    (N) 095 45 12.9    (W)   HD_HELD2  
 DL5423* NAVD 88 ORTHO HEIGHT -   473.268  (meters)    1552.71  (feet) ADJUSTED  
 DL5423  ______________________________________________________________________
 DL5423  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DL5423  DYNAMIC HEIGHT  -        473.163 (meters)     1552.37  (feet) COMP
 DL5423  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 DL5423
 DL5423  VERT ORDER      -  SECOND    CLASS I
 DL5423
 DL5423.The horizontal coordinates were established by autonomous hand held GPS
 DL5423.observations and have an estimated accuracy of +/- 10 meters.
 DL5423.
 DL5423.The orthometric height was determined by differential leveling and
 DL5423.adjusted in May 2010.
 DL5423
 DL5423.Photographs are available for this station.
 DL5423
 DL5423.The dynamic height is computed by dividing the NAVD 88
 DL5423.geopotential number by the normal gravity value computed on the
 DL5423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5423.degrees latitude (g = 980.6199 gals.).
 DL5423
 DL5423.The modeled gravity was interpolated from observed gravity values.
 DL5423
 DL5423;                    North         East    Units  Estimated Accuracy
 DL5423;SPC MN S     -   213,614.      659,389.      MT  (+/- 10 meters HH2 GPS)
 DL5423
 DL5423                          SUPERSEDED SURVEY CONTROL
 DL5423
 DL5423.No superseded survey control is available for this station.
 DL5423
 DL5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7926476552(NAD 83)
 DL5423
 DL5423_MARKER: Z = SEE DESCRIPTION
 DL5423_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5423_SP_SET: BOX CULVERT
 DL5423_STAMPING: UNKNOWN
 DL5423_MARK LOGO: MNHD  
 DL5423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5423+STABILITY: SURFACE MOTION
 DL5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5423+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5423
 DL5423  HISTORY     - Date     Condition        Report By
 DL5423  HISTORY     - 1946     MONUMENTED       MNHD
 DL5423  HISTORY     - 20061018 GOOD             MNDT
 DL5423
 DL5423                          STATION DESCRIPTION
 DL5423
 DL5423'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5423'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED AT
 DL5423'TRUNK HIGHWAY 59 STATION 73+41, 1.0 MI (1.6 KM) NORTH OF SLAYTON, 1.15
 DL5423'MI (1.9 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM TRUNK HIGHWAY 59 AND
 DL5423'TRUNK HIGHWAY 30 AT SLAYTON, AT TRUNK HIGHWAY 59 MILE POINT 42.25,
 DL5423'36.5 FT (11.1 M) WEST OF TRUNK HIGHWAY 59.
 DL5423' 
 DL5423'TO REACH STATION HEAD EAST ON 20TH ST/MN-30 TOWARD MAPLE AVENUE FOR
 DL5423'0.3 MI (0.5 KM) THEN TAKE SECOND LEFT ONTO MN-30/US-59 FOR 1.1 MI (1.8
 DL5423'KM) AND STATION MARK ON THE RIGHT.
 DL5423' 
 DL5423'THE MARK IS STATION IS BRASS PLUG IN SOUTHWEST CORNER OF TRUNK HIGHWAY
 DL5423'59 CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1376 ***********************************************************************
 OP1376  DESIGNATION -  5105 D
 OP1376  PID         -  OP1376
 OP1376  STATE/COUNTY-  MN/MURRAY
 OP1376  COUNTRY     -  US
 OP1376  USGS QUAD   -  SLAYTON (1967)
 OP1376
 OP1376                         *CURRENT SURVEY CONTROL
 OP1376  ______________________________________________________________________
 OP1376* NAD 83(1986) POSITION- 43 59 47.9    (N) 095 45 13.5    (W)   HD_HELD2  
 OP1376* NAVD 88 ORTHO HEIGHT -   479.744  (meters)    1573.96  (feet) ADJUSTED  
 OP1376  ______________________________________________________________________
 OP1376  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 OP1376  DYNAMIC HEIGHT  -        479.637 (meters)     1573.61  (feet) COMP
 OP1376  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OP1376
 OP1376  VERT ORDER      -  SECOND    CLASS I
 OP1376
 OP1376.The horizontal coordinates were established by autonomous hand held GPS
 OP1376.observations and have an estimated accuracy of +/- 10 meters.
 OP1376.
 OP1376.The orthometric height was determined by differential leveling and
 OP1376.adjusted in June 1995.
 OP1376
 OP1376.Photographs are available for this station.
 OP1376
 OP1376.The dynamic height is computed by dividing the NAVD 88
 OP1376.geopotential number by the normal gravity value computed on the
 OP1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1376.degrees latitude (g = 980.6199 gals.).
 OP1376
 OP1376.The modeled gravity was interpolated from observed gravity values.
 OP1376
 OP1376;                    North         East    Units  Estimated Accuracy
 OP1376;SPC MN S     -   212,247.      659,347.      MT  (+/- 10 meters HH2 GPS)
 OP1376
 OP1376                          SUPERSEDED SURVEY CONTROL
 OP1376
 OP1376.No superseded survey control is available for this station.
 OP1376
 OP1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7920475186(NAD 83)
 OP1376
 OP1376_MARKER: DV = VERTICAL CONTROL DISK
 OP1376_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1376_SP_SET: ALUMINUM ALLOY ROD
 OP1376_STAMPING: 5105 D 1987
 OP1376_MARK LOGO: MNDT  
 OP1376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP1376+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 OP1376
 OP1376  HISTORY     - Date     Condition        Report By
 OP1376  HISTORY     - 1987     MONUMENTED       MNDT
 OP1376  HISTORY     - 20061018 GOOD             MNDT
 OP1376
 OP1376                          STATION DESCRIPTION
 OP1376
 OP1376'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1376'THE MARK IS LOCATED ABOUT 0.33 MI (0.53 KM) NORTH OF THE TOWN OF
 OP1376'SLAYTON, IN THE SW 1/4 OF SECTION 10, T106N, R41W, ON THE WEST
 OP1376'RIGHT-OF-WAY OF A TRUNK HIGHWAY 59 SERVICE ROAD AT MILEPOINT 41.6,
 OP1376'0.3 MI (0.5 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH
 OP1376'TRUNK HIGHWAY 30 IN SLAYTON. THE MARK, A STANDARD MNDT ALUMINUM
 OP1376'VERTICAL CONTROL MONUMENT DISK STAMPED---5105 D 1987---, IS SET ON
 OP1376'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD
 OP1376'THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF THE GROUND AND IS
 OP1376'ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE SERVICE ROAD.  THE MARK IS
 OP1376'27.5 FT (8.4 M) WEST OF THE CENTERLINE OF THE SERVICE ROAD, 5.5 FT
 OP1376'(1.7 M) NORTH-NORTHEAST OF POWER POLE NUMBER 35, AND 1.1 FT (0.3 M)
 OP1376'EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 OP1376'MAGNETIC.
 OP1376
 OP1376                          STATION RECOVERY (2006)
 OP1376
 OP1376'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OP1376'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1375 ***********************************************************************
 PQ1375  DESIGNATION -  5105 E
 PQ1375  PID         -  PQ1375
 PQ1375  STATE/COUNTY-  MN/MURRAY
 PQ1375  COUNTRY     -  US
 PQ1375  USGS QUAD   -  HADLEY (1967)
 PQ1375
 PQ1375                         *CURRENT SURVEY CONTROL
 PQ1375  ______________________________________________________________________
 PQ1375* NAD 83(2007) POSITION- 44 00 27.71817(N) 095 45 16.23226(W)   ADJUSTED  
 PQ1375* NAD 83(2007) ELLIP HT-   446.822 (meters)        (07/06/11)   ADJUSTED
 PQ1375* NAD 83(2007) EPOCH   -  2002.00
 PQ1375* NAVD 88 ORTHO HEIGHT -   473.402  (meters)    1553.15  (feet) ADJUSTED  
 PQ1375  ______________________________________________________________________
 PQ1375  NAD 83(2007) X  -   -460,744.326 (meters)                     COMP
 PQ1375  NAD 83(2007) Y  - -4,572,046.477 (meters)                     COMP
 PQ1375  NAD 83(2007) Z  -  4,409,017.405 (meters)                     COMP
 PQ1375  LAPLACE CORR    -         -3.68  (seconds)                    DEFLEC09
 PQ1375  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 PQ1375  DYNAMIC HEIGHT  -        473.297 (meters)     1552.81  (feet) COMP
 PQ1375  MODELED GRAVITY -    980,381.2   (mgal)                       NAVD 88
 PQ1375
 PQ1375  HORZ ORDER      -  FIRST
 PQ1375  VERT ORDER      -  SECOND    CLASS I
 PQ1375  ELLP ORDER      -  FOURTH    CLASS I
 PQ1375
 PQ1375.The horizontal coordinates were established by GPS observations
 PQ1375.and adjusted by the National Geodetic Survey in July 2011.
 PQ1375
 PQ1375.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1375.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1375
 PQ1375.The horizontal coordinates are valid at the epoch date displayed above
 PQ1375.which is a decimal equivalence of Year/Month/Day.
 PQ1375
 PQ1375.The orthometric height was determined by differential leveling and
 PQ1375.adjusted in June 1995.
 PQ1375
 PQ1375.Photographs are available for this station.
 PQ1375
 PQ1375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1375
 PQ1375.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1375
 PQ1375.The ellipsoidal height was determined by GPS observations
 PQ1375.and is referenced to NAD 83.
 PQ1375
 PQ1375.The dynamic height is computed by dividing the NAVD 88
 PQ1375.geopotential number by the normal gravity value computed on the
 PQ1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1375.degrees latitude (g = 980.6199 gals.).
 PQ1375
 PQ1375.The modeled gravity was interpolated from observed gravity values.
 PQ1375
 PQ1375. The following values were computed from the NAD 83(2007) position.
 PQ1375
 PQ1375;                    North         East     Units Scale Factor Converg.
 PQ1375;SPC MN S     -   213,477.401   659,312.295   MT  0.99995894   -1 13 47.2
 PQ1375;SPC MN S     -   700,383.77  2,163,093.75   sFT  0.99995894   -1 13 47.2
 PQ1375;UTM  15      - 4,876,417.127   279,185.185   MT  1.00019973   -1 54 52.1
 PQ1375
 PQ1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1375!SPC MN S     -   0.99992994  x   0.99995894  =   0.99988888
 PQ1375!UTM  15      -   0.99992994  x   1.00019973  =   1.00012966
 PQ1375
 PQ1375                          SUPERSEDED SURVEY CONTROL
 PQ1375
 PQ1375  NAD 83(1996)-  44 00 27.71769(N)    095 45 16.23160(W) AD(       ) 1
 PQ1375  ELLIP H (10/25/07)  446.867  (m)                       GP(       ) 4 1
 PQ1375  NAVD 88 (10/25/07)  473.40   (m)         1553.1    (f) LEVELING    3  
 PQ1375
 PQ1375.Superseded values are not recommended for survey control.
 PQ1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1375.See file dsdata.txt to determine how the superseded data were derived.
 PQ1375
 PQ1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7918576417(NAD 83)
 PQ1375
 PQ1375_MARKER: DV = VERTICAL CONTROL DISK
 PQ1375_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1375_SP_SET: ALUMINUM ALLOY ROD
 PQ1375_STAMPING: 5105 E 1987
 PQ1375_MARK LOGO: MNDT  
 PQ1375_PROJECTION: FLUSH
 PQ1375_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1375+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1375_ROD/PIPE-DEPTH:  9.1 meters
 PQ1375
 PQ1375  HISTORY     - Date     Condition        Report By
 PQ1375  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1375  HISTORY     - 20061018 GOOD             MNDT
 PQ1375
 PQ1375                          STATION DESCRIPTION
 PQ1375
 PQ1375'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1375'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF THE TOWN OF
 PQ1375'SLAYTON, IN THE SW 1/4 OF SECTION 3, T106N, R41W, IN THE NORTHWEST
 PQ1375'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND A GRAVEL ROAD
 PQ1375'WEST, 1.05 MI (1.69 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS
 PQ1375'JUNCTION WITH TRUNK HIGHWAY 30 IN SLAYTON.  THE MARK, A STANDARD MNDT
 PQ1375'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5105 E 1987---, IS
 PQ1375'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT LONG ALUMINUM
 PQ1375'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 5.5 FT
 PQ1375'(1.7 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS 275 FT
 PQ1375'(83.8 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1375'42.15, 35 FT (10.7 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 14.3 FT
 PQ1375'(4.4 M) SOUTH OF AN EAST-WEST WOOD FENCE, 8.8 FT (2.7 M)
 PQ1375'EAST-NORTHEAST OF A POWER POLE, AND 1.3 FT (0.4 M) WEST OF A STEEL
 PQ1375'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1375
 PQ1375                          STATION RECOVERY (2006)
 PQ1375
 PQ1375'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1375'1.05 MILES NORTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59
 PQ1375'AND TRUNK HIGHWAY 30 AT SLAYTON, AT TRUNK HIGHWAY 59 MILEPOINT 42.15,
 PQ1375'275 FEET WEST OF TRUNK HIGHWAY 59, 35 FEET NORTH OF 111TH STREET, 14.3
 PQ1375'FEET SOUTH OF EAST-WEST WOOD FENCE, 8.8 FEET EAST-NORTHEAST OF POWER
 PQ1375'POLE, 1.3 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1373 ***********************************************************************
 PQ1373  DESIGNATION -  5105 F
 PQ1373  PID         -  PQ1373
 PQ1373  STATE/COUNTY-  MN/MURRAY
 PQ1373  COUNTRY     -  US
 PQ1373  USGS QUAD   -  HADLEY (1967)
 PQ1373
 PQ1373                         *CURRENT SURVEY CONTROL
 PQ1373  ______________________________________________________________________
 PQ1373* NAD 83(2007) POSITION- 44 01 33.04496(N) 095 45 13.73925(W)   ADJUSTED  
 PQ1373* NAD 83(2007) ELLIP HT-   456.550 (meters)        (07/06/11)   ADJUSTED
 PQ1373* NAD 83(2007) EPOCH   -  2002.00
 PQ1373* NAVD 88 ORTHO HEIGHT -   483.129  (meters)    1585.07  (feet) ADJUSTED  
 PQ1373  ______________________________________________________________________
 PQ1373  NAD 83(2007) X  -   -460,549.296 (meters)                     COMP
 PQ1373  NAD 83(2007) Y  - -4,570,664.911 (meters)                     COMP
 PQ1373  NAD 83(2007) Z  -  4,410,474.252 (meters)                     COMP
 PQ1373  LAPLACE CORR    -         -3.35  (seconds)                    DEFLEC09
 PQ1373  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 PQ1373  DYNAMIC HEIGHT  -        483.022 (meters)     1584.71  (feet) COMP
 PQ1373  MODELED GRAVITY -    980,382.8   (mgal)                       NAVD 88
 PQ1373
 PQ1373  HORZ ORDER      -  FIRST
 PQ1373  VERT ORDER      -  SECOND    CLASS I
 PQ1373  ELLP ORDER      -  FOURTH    CLASS I
 PQ1373
 PQ1373.The horizontal coordinates were established by GPS observations
 PQ1373.and adjusted by the National Geodetic Survey in July 2011.
 PQ1373
 PQ1373.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1373.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1373
 PQ1373.The horizontal coordinates are valid at the epoch date displayed above
 PQ1373.which is a decimal equivalence of Year/Month/Day.
 PQ1373
 PQ1373.The orthometric height was determined by differential leveling and
 PQ1373.adjusted in June 1995.
 PQ1373
 PQ1373.Photographs are available for this station.
 PQ1373
 PQ1373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1373
 PQ1373.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1373
 PQ1373.The ellipsoidal height was determined by GPS observations
 PQ1373.and is referenced to NAD 83.
 PQ1373
 PQ1373.The dynamic height is computed by dividing the NAVD 88
 PQ1373.geopotential number by the normal gravity value computed on the
 PQ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1373.degrees latitude (g = 980.6199 gals.).
 PQ1373
 PQ1373.The modeled gravity was interpolated from observed gravity values.
 PQ1373
 PQ1373. The following values were computed from the NAD 83(2007) position.
 PQ1373
 PQ1373;                    North         East     Units Scale Factor Converg.
 PQ1373;SPC MN S     -   215,491.945   659,411.070   MT  0.99995628   -1 13 45.5
 PQ1373;SPC MN S     -   706,993.16  2,163,417.82   sFT  0.99995628   -1 13 45.5
 PQ1373;UTM  15      - 4,878,430.833   279,308.068   MT  1.00019906   -1 54 52.7
 PQ1373
 PQ1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1373!SPC MN S     -   0.99992842  x   0.99995628  =   0.99988470
 PQ1373!UTM  15      -   0.99992842  x   1.00019906  =   1.00012746
 PQ1373
 PQ1373:                Primary Azimuth Mark                     Grid Az
 PQ1373:SPC MN S     -  2 JMK                                    182 20 40.3
 PQ1373:UTM  15      -  2 JMK                                    183 01 47.5
 PQ1373
 PQ1373|---------------------------------------------------------------------|
 PQ1373| PID    Reference Object                     Distance      Geod. Az  |
 PQ1373|                                                           dddmmss.s |
 PQ1373| PQ1374 2 JMK                               411.916 METERS 1810654.8 |
 PQ1373|---------------------------------------------------------------------|
 PQ1373
 PQ1373                          SUPERSEDED SURVEY CONTROL
 PQ1373
 PQ1373  NAD 83(1996)-  44 01 33.04449(N)    095 45 13.73857(W) AD(       ) 1
 PQ1373  ELLIP H (10/25/07)  456.596  (m)                       GP(       ) 4 1
 PQ1373  NAVD 88 (10/25/07)  483.13   (m)         1585.1    (f) LEVELING    3  
 PQ1373
 PQ1373.Superseded values are not recommended for survey control.
 PQ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1373.See file dsdata.txt to determine how the superseded data were derived.
 PQ1373
 PQ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7930878430(NAD 83)
 PQ1373
 PQ1373_MARKER: DV = VERTICAL CONTROL DISK
 PQ1373_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1373_SP_SET: ALUMINUM ALLOY ROD
 PQ1373_STAMPING: 5105 F 1987
 PQ1373_MARK LOGO: MNDT  
 PQ1373_PROJECTION: RECESSED 3 CENTIMETERS
 PQ1373_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1373+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1373_ROD/PIPE-DEPTH:  9.1 meters
 PQ1373
 PQ1373  HISTORY     - Date     Condition        Report By
 PQ1373  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1373  HISTORY     - 20061018 GOOD             MNDT
 PQ1373
 PQ1373                          STATION DESCRIPTION
 PQ1373
 PQ1373'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1373'THE MARK IS LOCATED ABOUT 2.75 MI (4.43 KM) NORTH OF THE TOWN OF
 PQ1373'SLAYTON, IN THE SW 1/4 OF SECTION 34, T107N, R41W, ON THE WEST
 PQ1373'RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 43.4, 2.3 MI (3.7 KM)
 PQ1373'NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30
 PQ1373'IN SLAYTON.  THE MARK IS 44.0 FT (13.4 M) WEST OF THE CENTERLINE OF
 PQ1373'TRUNK HIGHWAY 59, 8 FT (2.4 M) NORTH OF THE EXTENDED CENTER OF A FARM
 PQ1373'ENTRANCE, 93.1 FT (28.4 M) WEST-SOUTHWEST OF A TELEPHONE CABLE MARKER
 PQ1373'POST, 7.7 FT (2.3 M) SOUTH OF A POWER POLE WITH AN ANCHOR WIRE, AND
 PQ1373'0.8 FT (24.4 CM) EAST OF A STEEL WITNESS POST.  THE MARK, A STANDARD
 PQ1373'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5105 F
 PQ1373'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 30-FOOT
 PQ1373'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1373'ABOUT LEVEL WITH THE HIGHWAY.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1373'MAGNETIC.
 PQ1373
 PQ1373                          STATION RECOVERY (2006)
 PQ1373
 PQ1373'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1373'2.75 MILES NORTH OF SLAYTON, AT TRUNK HIGHWAY 59 MILEPOINT 43.4, 2.3
 PQ1373'MILES NORTH OF TRUNK HIGHWAY 30, 44.0 FEET WEST OF TRUNK HIGHWAY 59, 8
 PQ1373'FEET NORTH OF EXTENDED FARM ENTRANCE, 93.1 FEET WEST-SOUTHWEST OF
 PQ1373'CABLE POST, 7.7 FEET SOUTH OF POWER POLE WITH ANCHOR WIRE, 0.8 FEET
 PQ1373'EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1372 ***********************************************************************
 PQ1372  DESIGNATION -  5105 G
 PQ1372  PID         -  PQ1372
 PQ1372  STATE/COUNTY-  MN/MURRAY
 PQ1372  COUNTRY     -  US
 PQ1372  USGS QUAD   -  HADLEY (1967)
 PQ1372
 PQ1372                         *CURRENT SURVEY CONTROL
 PQ1372  ______________________________________________________________________
 PQ1372* NAD 83(1986) POSITION- 44 02 12.     (N) 095 45 14.     (W)   SCALED    
 PQ1372* NAVD 88 ORTHO HEIGHT -   483.341  (meters)    1585.76  (feet) ADJUSTED  
 PQ1372  ______________________________________________________________________
 PQ1372  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 PQ1372  DYNAMIC HEIGHT  -        483.235 (meters)     1585.41  (feet) COMP
 PQ1372  MODELED GRAVITY -    980,383.8   (mgal)                       NAVD 88
 PQ1372
 PQ1372  VERT ORDER      -  SECOND    CLASS I
 PQ1372
 PQ1372.The horizontal coordinates were scaled from a topographic map and have
 PQ1372.an estimated accuracy of +/- 6 seconds.
 PQ1372.
 PQ1372.The orthometric height was determined by differential leveling and
 PQ1372.adjusted in June 1995.
 PQ1372
 PQ1372.The dynamic height is computed by dividing the NAVD 88
 PQ1372.geopotential number by the normal gravity value computed on the
 PQ1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1372.degrees latitude (g = 980.6199 gals.).
 PQ1372
 PQ1372.The modeled gravity was interpolated from observed gravity values.
 PQ1372
 PQ1372;                    North         East    Units  Estimated Accuracy
 PQ1372;SPC MN S     -   216,690.      659,430.      MT  (+/- 180 meters Scaled)
 PQ1372
 PQ1372                          SUPERSEDED SURVEY CONTROL
 PQ1372
 PQ1372.No superseded survey control is available for this station.
 PQ1372
 PQ1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ793796(NAD 83)
 PQ1372
 PQ1372_MARKER: DV = VERTICAL CONTROL DISK
 PQ1372_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1372_SP_SET: ALUMINUM ALLOY ROD
 PQ1372_STAMPING: 5105 G 1987
 PQ1372_MARK LOGO: MNDT  
 PQ1372_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1372
 PQ1372  HISTORY     - Date     Condition        Report By
 PQ1372  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1372
 PQ1372                          STATION DESCRIPTION
 PQ1372
 PQ1372'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1372'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF THE TOWN OF
 PQ1372'SLAYTON, IN THE SW 1/4 OF SECTION 27, T107N, R41W, NEAR THE SOUTHEAST
 PQ1372'CORNER OF THE MASON TOWN HALL, ON THE WEST RIGHT-OF-WAY OF TRUNK
 PQ1372'HIGHWAY 59 AT MILEPOINT 44.15, 3.05 MI (4.91 KM) NORTH ALONG TRUNK
 PQ1372'HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 IN SLAYTON.  THE
 PQ1372'MARK, STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1372'STAMPED---5105 G 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1372'DIAMETER BY 11-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM)
 PQ1372'BELOW THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE HIGHWAY.
 PQ1372'THE MARK IS 75.5 FT (23.0 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1372'59, 4.4 FT (1.3 M) SOUTH OF THE SOUTHEAST CORNER OF AN ENTRANCE TO
 PQ1372'THE MASON TOWN HALL, 7.8 FT (2.4 M) EAST OF THE SOUTHEAST CORNER OF
 PQ1372'THE MAIN BUILDING, AND 38.2 FT (11.6 M) NORTHWEST OF A POWER POLE
 PQ1372'WITH A TRANSFORMER.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1371 ***********************************************************************
 PQ1371  DESIGNATION -  5105 H
 PQ1371  PID         -  PQ1371
 PQ1371  STATE/COUNTY-  MN/MURRAY
 PQ1371  COUNTRY     -  US
 PQ1371  USGS QUAD   -  HADLEY (1967)
 PQ1371
 PQ1371                         *CURRENT SURVEY CONTROL
 PQ1371  ______________________________________________________________________
 PQ1371* NAD 83(2007) POSITION- 44 03 04.36048(N) 095 45 10.61480(W)   ADJUSTED  
 PQ1371* NAD 83(2007) ELLIP HT-   459.332 (meters)        (07/06/11)   ADJUSTED
 PQ1371* NAD 83(2007) EPOCH   -  2002.00
 PQ1371* NAVD 88 ORTHO HEIGHT -   485.918  (meters)    1594.22  (feet) ADJUSTED  
 PQ1371  ______________________________________________________________________
 PQ1371  NAD 83(2007) X  -   -460,283.857 (meters)                     COMP
 PQ1371  NAD 83(2007) Y  - -4,568,724.397 (meters)                     COMP
 PQ1371  NAD 83(2007) Z  -  4,412,502.422 (meters)                     COMP
 PQ1371  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC09
 PQ1371  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 PQ1371  DYNAMIC HEIGHT  -        485.812 (meters)     1593.87  (feet) COMP
 PQ1371  MODELED GRAVITY -    980,385.4   (mgal)                       NAVD 88
 PQ1371
 PQ1371  HORZ ORDER      -  FIRST
 PQ1371  VERT ORDER      -  SECOND    CLASS I
 PQ1371  ELLP ORDER      -  FOURTH    CLASS I
 PQ1371
 PQ1371.The horizontal coordinates were established by GPS observations
 PQ1371.and adjusted by the National Geodetic Survey in July 2011.
 PQ1371
 PQ1371.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1371.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1371
 PQ1371.The horizontal coordinates are valid at the epoch date displayed above
 PQ1371.which is a decimal equivalence of Year/Month/Day.
 PQ1371
 PQ1371.The orthometric height was determined by differential leveling and
 PQ1371.adjusted in June 1995.
 PQ1371
 PQ1371.Photographs are available for this station.
 PQ1371
 PQ1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1371
 PQ1371.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1371
 PQ1371.The ellipsoidal height was determined by GPS observations
 PQ1371.and is referenced to NAD 83.
 PQ1371
 PQ1371.The dynamic height is computed by dividing the NAVD 88
 PQ1371.geopotential number by the normal gravity value computed on the
 PQ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1371.degrees latitude (g = 980.6199 gals.).
 PQ1371
 PQ1371.The modeled gravity was interpolated from observed gravity values.
 PQ1371
 PQ1371. The following values were computed from the NAD 83(2007) position.
 PQ1371
 PQ1371;                    North         East     Units Scale Factor Converg.
 PQ1371;SPC MN S     -   218,308.105   659,541.065   MT  0.99995273   -1 13 43.3
 PQ1371;SPC MN S     -   716,232.51  2,163,844.31   sFT  0.99995273   -1 13 43.3
 PQ1371;UTM  15      - 4,881,245.922   279,471.799   MT  1.00019817   -1 54 53.6
 PQ1371
 PQ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1371!SPC MN S     -   0.99992798  x   0.99995273  =   0.99988071
 PQ1371!UTM  15      -   0.99992798  x   1.00019817  =   1.00012614
 PQ1371
 PQ1371:                Primary Azimuth Mark                     Grid Az
 PQ1371:SPC MN S     -  5105 T                                   183 30 11.9
 PQ1371:UTM  15      -  5105 T                                   184 11 22.2
 PQ1371
 PQ1371|---------------------------------------------------------------------|
 PQ1371| PID    Reference Object                     Distance      Geod. Az  |
 PQ1371|                                                           dddmmss.s |
 PQ1371| DK2714 5105 T                              APPROX. 1.6 KM 1821628.6 |
 PQ1371|---------------------------------------------------------------------|
 PQ1371
 PQ1371                          SUPERSEDED SURVEY CONTROL
 PQ1371
 PQ1371  NAD 83(1996)-  44 03 04.36001(N)    095 45 10.61414(W) AD(       ) 1
 PQ1371  ELLIP H (10/25/07)  459.378  (m)                       GP(       ) 4 1
 PQ1371  NAVD 88 (10/25/07)  485.92   (m)         1594.2    (f) LEVELING    3  
 PQ1371
 PQ1371.Superseded values are not recommended for survey control.
 PQ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1371.See file dsdata.txt to determine how the superseded data were derived.
 PQ1371
 PQ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7947181245(NAD 83)
 PQ1371
 PQ1371_MARKER: DV = VERTICAL CONTROL DISK
 PQ1371_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1371_SP_SET: ALUMINUM ALLOY ROD
 PQ1371_STAMPING: 5105 H 1987
 PQ1371_MARK LOGO: MNDT  
 PQ1371_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1371_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1371+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1371_ROD/PIPE-DEPTH:  7.6 meters
 PQ1371
 PQ1371  HISTORY     - Date     Condition        Report By
 PQ1371  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1371  HISTORY     - 20061018 GOOD             MNDT
 PQ1371
 PQ1371                          STATION DESCRIPTION
 PQ1371
 PQ1371'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1371'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF THE TOWN OF
 PQ1371'SLAYTON, IN THE SE 1/4 OF SECTION 22, T107N, R41W, IN THE NORTHEAST
 PQ1371'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND A GRAVEL ROAD
 PQ1371'EAST AND COUNTY ROAD 77 WEST, 4.05 MI (6.52 KM) NORTH ALONG TRUNK
 PQ1371'HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30 IN SLAYTON.  THE
 PQ1371'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1371'STAMPED---5105 H 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1371'DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FT (6.1 CM)
 PQ1371'BELOW THE SURFACE OF THE GROUND.  THE MARK IS 140 FT (42.7 M) EAST OF
 PQ1371'THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 45.15, 28.5 FT
 PQ1371'(8.7 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 20 FT (6.1 M) WEST OF
 PQ1371'THE CENTER OF AN ENTRANCE, 81.1 FT (24.7 M) EAST OF A POWER POLE,
 PQ1371'58.8 FT (17.9 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A METER AND
 PQ1371'LIGHT, AND 37.8 FT (11.5 M) WEST OF A POWER POLE WITH A TRANSFORMER.
 PQ1371'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1371
 PQ1371                          STATION RECOVERY (2006)
 PQ1371
 PQ1371'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1371'4.05 MILES NORTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59
 PQ1371'AND TRUNK HIGHWAY 30 AT SLAYTON, AT TRUNK HIGHWAY 59 MILEPOINT 45.15,
 PQ1371'140 FEET EAST OF TRUNK HIGHWAY 59, 28.5 FEET NORTH OF 141TH STREET, 20
 PQ1371'FEET WEST OF ENTRANCE, 81.1 FEET EAST OF POWER POLE, 58.8 FEET
 PQ1371'SOUTH-SOUTHWEST OF POWER POLE WITH METER AND LIGHT, 37.6 FEET WEST OF
 PQ1371'POWER POLE WITH TRANSFORMERAND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1369 ***********************************************************************
 PQ1369  DESIGNATION -  5105 J
 PQ1369  PID         -  PQ1369
 PQ1369  STATE/COUNTY-  MN/MURRAY
 PQ1369  COUNTRY     -  US
 PQ1369  USGS QUAD   -  CURRIE (1980)
 PQ1369
 PQ1369                         *CURRENT SURVEY CONTROL
 PQ1369  ______________________________________________________________________
 PQ1369* NAD 83(2007) POSITION- 44 04 26.33964(N) 095 44 35.17466(W)   ADJUSTED  
 PQ1369* NAD 83(2007) ELLIP HT-   456.428 (meters)        (02/10/07)   ADJUSTED
 PQ1369* NAD 83(2007) EPOCH   -  2002.00
 PQ1369* NAVD 88 ORTHO HEIGHT -   483.015  (meters)    1584.69  (feet) ADJUSTED  
 PQ1369  ______________________________________________________________________
 PQ1369  NAD 83(2007) X  -   -459,322.550 (meters)                     COMP
 PQ1369  NAD 83(2007) Y  - -4,567,050.381 (meters)                     COMP
 PQ1369  NAD 83(2007) Z  -  4,414,318.739 (meters)                     COMP
 PQ1369  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 PQ1369  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 PQ1369  DYNAMIC HEIGHT  -        482.911 (meters)     1584.35  (feet) COMP
 PQ1369  MODELED GRAVITY -    980,388.5   (mgal)                       NAVD 88
 PQ1369
 PQ1369  VERT ORDER      -  SECOND    CLASS I
 PQ1369
 PQ1369  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1369  Type                                         Horiz  Ellip  Dist(km)
 PQ1369  -------------------------------------------------------------------
 PQ1369  NETWORK                                       0.87   1.74
 PQ1369  -------------------------------------------------------------------
 PQ1369  MEDIAN LOCAL ACCURACY AND DIST (008 points)   0.91   1.92      8.12
 PQ1369  -------------------------------------------------------------------
 PQ1369  NOTE: Click here for information on individual local accuracy
 PQ1369  values and other accuracy information.
 PQ1369
 PQ1369
 PQ1369.The horizontal coordinates were established by GPS observations
 PQ1369.and adjusted by the National Geodetic Survey in February 2007.
 PQ1369
 PQ1369.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1369.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1369
 PQ1369.The horizontal coordinates are valid at the epoch date displayed above
 PQ1369.which is a decimal equivalence of Year/Month/Day.
 PQ1369
 PQ1369.The orthometric height was determined by differential leveling and
 PQ1369.adjusted in June 1995.
 PQ1369
 PQ1369.Photographs are available for this station.
 PQ1369
 PQ1369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1369
 PQ1369.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1369
 PQ1369.The ellipsoidal height was determined by GPS observations
 PQ1369.and is referenced to NAD 83.
 PQ1369
 PQ1369.The dynamic height is computed by dividing the NAVD 88
 PQ1369.geopotential number by the normal gravity value computed on the
 PQ1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1369.degrees latitude (g = 980.6199 gals.).
 PQ1369
 PQ1369.The modeled gravity was interpolated from observed gravity values.
 PQ1369
 PQ1369. The following values were computed from the NAD 83(2007) position.
 PQ1369
 PQ1369;                    North         East     Units Scale Factor Converg.
 PQ1369;SPC MN S     -   220,820.812   660,383.706   MT  0.99994971   -1 13 18.4
 PQ1369;SPC MN S     -   724,476.28  2,166,608.88   sFT  0.99994971   -1 13 18.4
 PQ1369;UTM  15      - 4,883,748.963   280,344.704   MT  1.00019344   -1 54 31.8
 PQ1369
 PQ1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1369!SPC MN S     -   0.99992844  x   0.99994971  =   0.99987815
 PQ1369!UTM  15      -   0.99992844  x   1.00019344  =   1.00012186
 PQ1369
 PQ1369|---------------------------------------------------------------------|
 PQ1369| PID    Reference Object                     Distance      Geod. Az  |
 PQ1369|                                                           dddmmss.s |
 PQ1369| DK2721 SWEETMAN                            147.937 METERS 17105     |
 PQ1369|---------------------------------------------------------------------|
 PQ1369
 PQ1369                          SUPERSEDED SURVEY CONTROL
 PQ1369
 PQ1369  NAD 83(1996)-  44 04 26.33916(N)    095 44 35.17405(W) AD(       ) 1
 PQ1369  ELLIP H (10/22/03)  456.475  (m)                       GP(       ) 3 1
 PQ1369  NAVD 88 (10/22/03)  483.02   (m)         1584.7    (f) LEVELING    3  
 PQ1369
 PQ1369.Superseded values are not recommended for survey control.
 PQ1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1369.See file dsdata.txt to determine how the superseded data were derived.
 PQ1369
 PQ1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8034483748(NAD 83)
 PQ1369
 PQ1369_MARKER: DV = VERTICAL CONTROL DISK
 PQ1369_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1369_SP_SET: ALUMINUM ALLOY ROD
 PQ1369_STAMPING: 5105 J 1987
 PQ1369_MARK LOGO: MNDT  
 PQ1369_PROJECTION: FLUSH
 PQ1369_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1369+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1369_ROD/PIPE-DEPTH:  7.6 meters
 PQ1369
 PQ1369  HISTORY     - Date     Condition        Report By
 PQ1369  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1369  HISTORY     - 20030311 GOOD             MNDT
 PQ1369  HISTORY     - 20060517 GOOD             MNDT
 PQ1369  HISTORY     - 20061018 GOOD             MNDT
 PQ1369
 PQ1369                          STATION DESCRIPTION
 PQ1369
 PQ1369'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1369'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF THE TOWN OF
 PQ1369'SLAYTON, IN THE NW 1/4 OF SECTION 14, T107N, R41W, NEAR THE NORTH
 PQ1369'JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 30, 5.95 MI (9.58 KM)
 PQ1369'NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK HIGHWAY 30
 PQ1369'IN SLAYTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1369'MONUMENT DISK STAMPED---5105 J 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1369'3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1369'SURFACE OF THE GROUND AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 PQ1369'ROAD.  THE MARK IS 400 FT (121.9 M) NORTH OF TRUNK HIGHWAY 30, 200 FT
 PQ1369'(61.0 M) SOUTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1369'47.0, 38.2 FT (11.6 M) EAST OF THE CENTERLINE OF THE EAST LEG OF
 PQ1369'TRUNK HIGHWAY 59 TO TRUNK HIGHWAY 30, 6.6 FT (2.0 M) NORTH OF A POWER
 PQ1369'POLE, AND 0.9 FT (27.4 CM) WEST OF A STEEL WITNESS POST.  A MAGNET IN
 PQ1369'THE DISK MAKES THE MARK MAGNETIC.
 PQ1369
 PQ1369                          STATION RECOVERY (2003)
 PQ1369
 PQ1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS)
 PQ1369'THE MARK WAS RECOVERED 5.5 MILES (8.9 KM) NORTH OF SLAYTON AT TH 59 MP
 PQ1369'47.0, 400 FT (121.9 M) NORTH OF TH 30, 200 FT (61.0 M) SE OF TH 59,
 PQ1369'6.6 FT (2.0 M) NORTH OF P-POLE, 0.9 FT (27.4 CM) WEST OF WITNESS POST,
 PQ1369'FLUSH, MAGNETIC.
 PQ1369
 PQ1369                          STATION RECOVERY (2006)
 PQ1369
 PQ1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DM)
 PQ1369'RECOVERED AS DESCRIBED.
 PQ1369
 PQ1369                          STATION RECOVERY (2006)
 PQ1369
 PQ1369'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1369'5.5 MILES NORTH OF SLATON, NEAR NORTH JUNCTION OF TRUNK HIGHWAY 59 AND
 PQ1369'TRUNK HIGHWAY 30, 400 FEET NORTH OF TRUNK HIGHWAY 30, AT TRUNK HIGHWAY
 PQ1369'59 MILEPOINT 47.05, 40 FEET EAST OF EXTENDED TRUNK HIGHWAY 59, 6.6
 PQ1369'FEET NORTH OF POWER POLE, 0.9 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1368 ***********************************************************************
 PQ1368  DESIGNATION -  5105 K
 PQ1368  PID         -  PQ1368
 PQ1368  STATE/COUNTY-  MN/MURRAY
 PQ1368  COUNTRY     -  US
 PQ1368  USGS QUAD   -  CURRIE (1980)
 PQ1368
 PQ1368                         *CURRENT SURVEY CONTROL
 PQ1368  ______________________________________________________________________
 PQ1368* NAD 83(2007) POSITION- 44 05 14.66027(N) 095 44 38.09437(W)   ADJUSTED  
 PQ1368* NAD 83(2007) ELLIP HT-   442.311 (meters)        (07/06/11)   ADJUSTED
 PQ1368* NAD 83(2007) EPOCH   -  2002.00
 PQ1368* NAVD 88 ORTHO HEIGHT -   468.898  (meters)    1538.38  (feet) ADJUSTED  
 PQ1368  ______________________________________________________________________
 PQ1368  NAD 83(2007) X  -   -459,282.336 (meters)                     COMP
 PQ1368  NAD 83(2007) Y  - -4,566,001.392 (meters)                     COMP
 PQ1368  NAD 83(2007) Z  -  4,415,380.367 (meters)                     COMP
 PQ1368  LAPLACE CORR    -         -2.86  (seconds)                    DEFLEC09
 PQ1368  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 PQ1368  DYNAMIC HEIGHT  -        468.798 (meters)     1538.05  (feet) COMP
 PQ1368  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 PQ1368
 PQ1368  HORZ ORDER      -  FIRST
 PQ1368  VERT ORDER      -  SECOND    CLASS I
 PQ1368  ELLP ORDER      -  FOURTH    CLASS I
 PQ1368
 PQ1368.The horizontal coordinates were established by GPS observations
 PQ1368.and adjusted by the National Geodetic Survey in July 2011.
 PQ1368
 PQ1368.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1368.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1368
 PQ1368.The horizontal coordinates are valid at the epoch date displayed above
 PQ1368.which is a decimal equivalence of Year/Month/Day.
 PQ1368
 PQ1368.The orthometric height was determined by differential leveling and
 PQ1368.adjusted in June 1995.
 PQ1368
 PQ1368.Photographs are available for this station.
 PQ1368
 PQ1368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1368
 PQ1368.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1368
 PQ1368.The ellipsoidal height was determined by GPS observations
 PQ1368.and is referenced to NAD 83.
 PQ1368
 PQ1368.The dynamic height is computed by dividing the NAVD 88
 PQ1368.geopotential number by the normal gravity value computed on the
 PQ1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1368.degrees latitude (g = 980.6199 gals.).
 PQ1368
 PQ1368.The modeled gravity was interpolated from observed gravity values.
 PQ1368
 PQ1368. The following values were computed from the NAD 83(2007) position.
 PQ1368
 PQ1368;                    North         East     Units Scale Factor Converg.
 PQ1368;SPC MN S     -   222,313.196   660,350.569   MT  0.99994800   -1 13 20.5
 PQ1368;SPC MN S     -   729,372.54  2,166,500.16   sFT  0.99994800   -1 13 20.5
 PQ1368;UTM  15      - 4,885,242.002   280,329.467   MT  1.00019352   -1 54 35.5
 PQ1368
 PQ1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1368!SPC MN S     -   0.99993065  x   0.99994800  =   0.99987865
 PQ1368!UTM  15      -   0.99993065  x   1.00019352  =   1.00012416
 PQ1368
 PQ1368:                Primary Azimuth Mark                     Grid Az
 PQ1368:SPC MN S     -  5105 J                                   178 43 40.9
 PQ1368:UTM  15      -  5105 J                                   179 24 55.9
 PQ1368
 PQ1368|---------------------------------------------------------------------|
 PQ1368| PID    Reference Object                     Distance      Geod. Az  |
 PQ1368|                                                           dddmmss.s |
 PQ1368| PQ1369 5105 J                              APPROX. 1.5 KM 1773020.4 |
 PQ1368|---------------------------------------------------------------------|
 PQ1368
 PQ1368                          SUPERSEDED SURVEY CONTROL
 PQ1368
 PQ1368  NAD 83(1996)-  44 05 14.65979(N)    095 44 38.09372(W) AD(       ) 1
 PQ1368  ELLIP H (10/25/07)  442.361  (m)                       GP(       ) 4 1
 PQ1368  NAVD 88 (10/25/07)  468.90   (m)         1538.4    (f) LEVELING    3  
 PQ1368
 PQ1368.Superseded values are not recommended for survey control.
 PQ1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1368.See file dsdata.txt to determine how the superseded data were derived.
 PQ1368
 PQ1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8032985242(NAD 83)
 PQ1368
 PQ1368_MARKER: DV = VERTICAL CONTROL DISK
 PQ1368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1368_SP_SET: ALUMINUM ALLOY ROD
 PQ1368_STAMPING: 5105 K 1987
 PQ1368_MARK LOGO: MNDT  
 PQ1368_PROJECTION: RECESSED 20 CENTIMETERS
 PQ1368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1368+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1368_ROD/PIPE-DEPTH:  6.1 meters
 PQ1368
 PQ1368  HISTORY     - Date     Condition        Report By
 PQ1368  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1368  HISTORY     - 20060517 GOOD             MNDT
 PQ1368  HISTORY     - 20061018 GOOD             MNDT
 PQ1368
 PQ1368                          STATION DESCRIPTION
 PQ1368
 PQ1368'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1368'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTH OF THE TOWN OF
 PQ1368'SLAYTON, IN THE NE 1/4 OF SECTION 10, T107N, R41W, IN THE NORTHWEST
 PQ1368'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST
 PQ1368'GRAVEL ROAD, 6.8 MI (10.9 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS
 PQ1368'JUNCTION WITH TRUNK HIGHWAY 30 IN SLAYTON.  THE MARK, A STANDARD MNDT
 PQ1368'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5105 K 1987---, IS
 PQ1368'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM
 PQ1368'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 6 FT
 PQ1368'(1.8 M) ABOVE THE LEVEL OF THE HIGHWAY AND 3 FT (0.9 M) BELOW THE
 PQ1368'LEVEL OF THE GRAVEL ROAD.  THE MARK IS 175 FT (53.3 M) WEST OF THE
 PQ1368'CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT 47.9, 31.5 FT (9.6 M)
 PQ1368'NORTH OF THE CENTER OF A GRAVEL ROAD, 57.5 FT (17.5 M) EAST OF THE
 PQ1368'CENTER OF A FIELD ENTRANCE, 134.8 FT (41.1 M) NORTHWEST OF A
 PQ1368'TELEPHONE CABLE MARKER POST, 6.9 FT (2.1 M) EAST OF A POWER POLE, AND
 PQ1368'1.0 FT (0.3 M) WEST OF A STEEL WITNESS POST. A MAGNET IN THE DISK
 PQ1368'MAKES THE MARK MAGNETIC.
 PQ1368
 PQ1368                          STATION RECOVERY (2006)
 PQ1368
 PQ1368'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DM)
 PQ1368'RECOVERED AS DESCRIBED.
 PQ1368
 PQ1368                          STATION RECOVERY (2006)
 PQ1368
 PQ1368'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1368'6.8 MILES NORTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59
 PQ1368'AND TRUNK HIGHWAY 30 AT SLAYTON, 0.85 MILES NORTH ON TRUNK HIGHWAY 59
 PQ1368'FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 30, AT TRUNK
 PQ1368'HIGHWAY 59 MILEPOINT 47.9, 175 FEET WEST OF TRUNK HIGHWAY 59, 31.5
 PQ1368'FEET NORTH OF 166TH STREET, 57.5 FEET EAST OF FIELD ENTRANCE, 1.0 FEET
 PQ1368'NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1367 ***********************************************************************
 PQ1367  DESIGNATION -  5105 L
 PQ1367  PID         -  PQ1367
 PQ1367  STATE/COUNTY-  MN/MURRAY
 PQ1367  COUNTRY     -  US
 PQ1367  USGS QUAD   -  CURRIE (1980)
 PQ1367
 PQ1367                         *CURRENT SURVEY CONTROL
 PQ1367  ______________________________________________________________________
 PQ1367* NAD 83(2007) POSITION- 44 05 39.18825(N) 095 44 37.86630(W)   ADJUSTED  
 PQ1367* NAD 83(2007) ELLIP HT-   447.211 (meters)        (07/06/11)   ADJUSTED
 PQ1367* NAD 83(2007) EPOCH   -  2002.00
 PQ1367* NAVD 88 ORTHO HEIGHT -   473.781  (meters)    1554.40  (feet) ADJUSTED  
 PQ1367  ______________________________________________________________________
 PQ1367  NAD 83(2007) X  -   -459,224.918 (meters)                     COMP
 PQ1367  NAD 83(2007) Y  - -4,565,481.252 (meters)                     COMP
 PQ1367  NAD 83(2007) Z  -  4,415,927.561 (meters)                     COMP
 PQ1367  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 PQ1367  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 PQ1367  DYNAMIC HEIGHT  -        473.680 (meters)     1554.07  (feet) COMP
 PQ1367  MODELED GRAVITY -    980,391.0   (mgal)                       NAVD 88
 PQ1367
 PQ1367  HORZ ORDER      -  FIRST
 PQ1367  VERT ORDER      -  SECOND    CLASS I
 PQ1367  ELLP ORDER      -  FOURTH    CLASS I
 PQ1367
 PQ1367.The horizontal coordinates were established by GPS observations
 PQ1367.and adjusted by the National Geodetic Survey in July 2011.
 PQ1367
 PQ1367.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1367.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1367
 PQ1367.The horizontal coordinates are valid at the epoch date displayed above
 PQ1367.which is a decimal equivalence of Year/Month/Day.
 PQ1367
 PQ1367.The orthometric height was determined by differential leveling and
 PQ1367.adjusted in June 1995.
 PQ1367
 PQ1367.Photographs are available for this station.
 PQ1367
 PQ1367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1367
 PQ1367.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1367
 PQ1367.The ellipsoidal height was determined by GPS observations
 PQ1367.and is referenced to NAD 83.
 PQ1367
 PQ1367.The dynamic height is computed by dividing the NAVD 88
 PQ1367.geopotential number by the normal gravity value computed on the
 PQ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1367.degrees latitude (g = 980.6199 gals.).
 PQ1367
 PQ1367.The modeled gravity was interpolated from observed gravity values.
 PQ1367
 PQ1367. The following values were computed from the NAD 83(2007) position.
 PQ1367
 PQ1367;                    North         East     Units Scale Factor Converg.
 PQ1367;SPC MN S     -   223,069.932   660,371.790   MT  0.99994716   -1 13 20.3
 PQ1367;SPC MN S     -   731,855.27  2,166,569.78   sFT  0.99994716   -1 13 20.3
 PQ1367;UTM  15      - 4,885,998.615   280,359.775   MT  1.00019336   -1 54 36.2
 PQ1367
 PQ1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1367!SPC MN S     -   0.99992988  x   0.99994716  =   0.99987704
 PQ1367!UTM  15      -   0.99992988  x   1.00019336  =   1.00012323
 PQ1367
 PQ1367:                Primary Azimuth Mark                     Grid Az
 PQ1367:SPC MN S     -  5105 K                                   181 36 22.7
 PQ1367:UTM  15      -  5105 K                                   182 17 38.6
 PQ1367
 PQ1367|---------------------------------------------------------------------|
 PQ1367| PID    Reference Object                     Distance      Geod. Az  |
 PQ1367|                                                           dddmmss.s |
 PQ1367| PQ1368 5105 K                              APPROX. 0.8 KM 1802302.4 |
 PQ1367|---------------------------------------------------------------------|
 PQ1367
 PQ1367                          SUPERSEDED SURVEY CONTROL
 PQ1367
 PQ1367  NAD 83(1996)-  44 05 39.18777(N)    095 44 37.86562(W) AD(       ) 1
 PQ1367  ELLIP H (10/25/07)  447.262  (m)                       GP(       ) 4 1
 PQ1367  NAVD 88 (10/25/07)  473.78   (m)         1554.4    (f) LEVELING    3  
 PQ1367
 PQ1367.Superseded values are not recommended for survey control.
 PQ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1367.See file dsdata.txt to determine how the superseded data were derived.
 PQ1367
 PQ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8035985998(NAD 83)
 PQ1367
 PQ1367_MARKER: DV = VERTICAL CONTROL DISK
 PQ1367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1367_SP_SET: ALUMINUM ALLOY ROD
 PQ1367_STAMPING: 5105 L 1987
 PQ1367_MARK LOGO: MNDT  
 PQ1367_PROJECTION: RECESSED 5 CENTIMETERS
 PQ1367_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 PQ1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1367+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 PQ1367_ROD/PIPE-DEPTH:  6.1 meters
 PQ1367
 PQ1367  HISTORY     - Date     Condition        Report By
 PQ1367  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1367  HISTORY     - 20060517 GOOD             MNDT
 PQ1367  HISTORY     - 20061018 GOOD             MNDT
 PQ1367
 PQ1367                          STATION DESCRIPTION
 PQ1367
 PQ1367'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1367'THE MARK IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF THE TOWN OF SLAYTON,
 PQ1367'IN THE NE 1/4 OF SECTION 10, T107N, R41W, NEAR A FARM ENTRANCE ON THE
 PQ1367'WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 59 AT MILEPOINT 48.35, 7.25 MI
 PQ1367'(11.67 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM ITS JUNCTION WITH TRUNK
 PQ1367'HIGHWAY 30 IN SLAYTON.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1367'CONTROL MONUMENT DISK STAMPED---5105 L 1987---, IS SET ON THE TOP OF
 PQ1367'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS
 PQ1367'BURIED 0.2 FT (6.1 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT 2
 PQ1367'FT (0.6 M) BELOW THE LEVEL OF THE FARM ENTRANCE.  THE MARK IS 137.5
 PQ1367'FT (41.9 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT MILEPOINT
 PQ1367'48.35, 22 FT (6.7 M) SOUTH OF THE CENTER OF A FARM ENTRANCE, 96.1 FT
 PQ1367'(29.3 M) SOUTHWEST OF A CABLE MARKER POST, 6 FT (1.8 M) EAST OF A
 PQ1367'POWER POLE, AND 0.9 FT (27.4 CM) WEST OF A STEEL WITNESS POST.  A
 PQ1367'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1367
 PQ1367                          STATION RECOVERY (2006)
 PQ1367
 PQ1367'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (DM)
 PQ1367'RECOVERED AS DESCRIBED.
 PQ1367
 PQ1367                          STATION RECOVERY (2006)
 PQ1367
 PQ1367'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 PQ1367'7.25 MILES NORTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF TRUNK HIGHWAY 59
 PQ1367'AND TRUNK HIGHWAY 30 AT SLAYTON, 1.3 MILES NORTH ON TRUNK HIGHWAY 59
 PQ1367'FROM NORTH JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 30, AT TRUNK
 PQ1367'HIGHWAY 59 MILEPOINT 48.35, 135.5 FEET WEST OF TRUNK HIGHWAY 59, 25
 PQ1367'FEET SOUTH OF FIRE NUMBER 1697, 56.6 FEET SOUTHEAST OF TELEPHONE CABLE
 PQ1367'MARKER POST, 6 FEET EAST OF POWER POLE, 0.9 FEET NORTH OF WITNESS
 PQ1367'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1365 ***********************************************************************
 PQ1365  DESIGNATION -  5105 M
 PQ1365  PID         -  PQ1365
 PQ1365  STATE/COUNTY-  MN/MURRAY
 PQ1365  COUNTRY     -  US
 PQ1365  USGS QUAD   -  CURRIE (1980)
 PQ1365
 PQ1365                         *CURRENT SURVEY CONTROL
 PQ1365  ______________________________________________________________________
 PQ1365* NAD 83(1986) POSITION- 44 07 24.     (N) 095 44 40.     (W)   SCALED    
 PQ1365* NAVD 88 ORTHO HEIGHT -   471.212  (meters)    1545.97  (feet) ADJUSTED  
 PQ1365  ______________________________________________________________________
 PQ1365  GEOID HEIGHT    -        -26.60  (meters)                     GEOID09
 PQ1365  DYNAMIC HEIGHT  -        471.113 (meters)     1545.64  (feet) COMP
 PQ1365  MODELED GRAVITY -    980,394.9   (mgal)                       NAVD 88
 PQ1365
 PQ1365  VERT ORDER      -  SECOND    CLASS I
 PQ1365
 PQ1365.The horizontal coordinates were scaled from a topographic map and have
 PQ1365.an estimated accuracy of +/- 6 seconds.
 PQ1365.
 PQ1365.The orthometric height was determined by differential leveling and
 PQ1365.adjusted in June 1995.
 PQ1365
 PQ1365.The dynamic height is computed by dividing the NAVD 88
 PQ1365.geopotential number by the normal gravity value computed on the
 PQ1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1365.degrees latitude (g = 980.6199 gals.).
 PQ1365
 PQ1365.The modeled gravity was interpolated from observed gravity values.
 PQ1365
 PQ1365;                    North         East    Units  Estimated Accuracy
 PQ1365;SPC MN S     -   226,310.      660,390.      MT  (+/- 180 meters Scaled)
 PQ1365
 PQ1365                          SUPERSEDED SURVEY CONTROL
 PQ1365
 PQ1365.No superseded survey control is available for this station.
 PQ1365
 PQ1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ804892(NAD 83)
 PQ1365
 PQ1365_MARKER: DV = VERTICAL CONTROL DISK
 PQ1365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1365_SP_SET: ALUMINUM ALLOY ROD
 PQ1365_STAMPING: 5105 M 1987
 PQ1365_MARK LOGO: MNDT  
 PQ1365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1365
 PQ1365  HISTORY     - Date     Condition        Report By
 PQ1365  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1365
 PQ1365                          STATION DESCRIPTION
 PQ1365
 PQ1365'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1365'THE MARK IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1365'OF GARVIN, IN THE NE 1/4 OF SECTION 34, T108N, R41W, IN THE SOUTHWEST
 PQ1365'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST
 PQ1365'GRAVEL ROAD, 6.75 MI (10.86 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE
 PQ1365'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY IN GARVIN.  THE
 PQ1365'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1365'STAMPED---5105 M 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1365'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1365'OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE GRAVEL
 PQ1365'ROAD.  THE MARK IS 200 FT (61.0 M) WEST OF THE CENTERLINE OF TRUNK
 PQ1365'HIGHWAY 59 AT MILEPOINT 50.35, 26.5 FT (8.1 M) SOUTH OF THE CENTER OF
 PQ1365'A GRAVEL ROAD, 64.9 FT (19.8 M) SOUTH-SOUTHWEST OF A TELEPHONE CABLE
 PQ1365'MARKER POST, 40.0 FT (12.2 M) WEST OF THE MOST WESTERLY RIGHT-OF-WAY
 PQ1365'POST, 9.1 FT (2.8 M) EAST-NORTHEAST OF A POWER POLE, AND 1.4 FT
 PQ1365'(0.4 M) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE
 PQ1365'MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1364 ***********************************************************************
 PQ1364  DESIGNATION -  5105 N
 PQ1364  PID         -  PQ1364
 PQ1364  STATE/COUNTY-  MN/MURRAY
 PQ1364  COUNTRY     -  US
 PQ1364  USGS QUAD   -  TRACY WEST (1980)
 PQ1364
 PQ1364                         *CURRENT SURVEY CONTROL
 PQ1364  ______________________________________________________________________
 PQ1364* NAD 83(1986) POSITION- 44 08 18.42   (N) 095 44 35.62   (W)   HD_HELD1  
 PQ1364* NAVD 88 ORTHO HEIGHT -   469.041  (meters)    1538.85  (feet) ADJUSTED  
 PQ1364  ______________________________________________________________________
 PQ1364  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 PQ1364  DYNAMIC HEIGHT  -        468.944 (meters)     1538.53  (feet) COMP
 PQ1364  MODELED GRAVITY -    980,397.1   (mgal)                       NAVD 88
 PQ1364
 PQ1364  VERT ORDER      -  SECOND    CLASS I
 PQ1364
 PQ1364.The horizontal coordinates were established by differentially corrected
 PQ1364.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1364.
 PQ1364.The orthometric height was determined by differential leveling and
 PQ1364.adjusted in June 1995.
 PQ1364
 PQ1364.The dynamic height is computed by dividing the NAVD 88
 PQ1364.geopotential number by the normal gravity value computed on the
 PQ1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1364.degrees latitude (g = 980.6199 gals.).
 PQ1364
 PQ1364.The modeled gravity was interpolated from observed gravity values.
 PQ1364
 PQ1364;                    North         East    Units  Estimated Accuracy
 PQ1364;SPC MN S     -   227,982.2     660,526.5     MT  (+/- 3 meters HH1 GPS) 
 PQ1364
 PQ1364                          SUPERSEDED SURVEY CONTROL
 PQ1364
 PQ1364.No superseded survey control is available for this station.
 PQ1364
 PQ1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8057390909(NAD 83)
 PQ1364
 PQ1364_MARKER: DV = VERTICAL CONTROL DISK
 PQ1364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1364_SP_SET: ALUMINUM ALLOY ROD
 PQ1364_STAMPING: 5105 N 1987
 PQ1364_MARK LOGO: MNDT  
 PQ1364_PROJECTION: RECESSED 0 CENTIMETERS
 PQ1364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1364_ROD/PIPE-DEPTH:  6.1 meters
 PQ1364
 PQ1364  HISTORY     - Date     Condition        Report By
 PQ1364  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1364  HISTORY     - 20031215 GOOD             MNDT
 PQ1364
 PQ1364                          STATION DESCRIPTION
 PQ1364
 PQ1364'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1364'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1364'OF GARVIN, IN THE SW 1/4 OF SECTION 23, T108N, R41W, IN THE NORTHEAST
 PQ1364'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 89
 PQ1364'EAST AND COUNTY ROAD 16 WEST, 5.7 MI (9.2 KM) SOUTH ALONG TRUNK
 PQ1364'HIGHWAY 59 FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY
 PQ1364'IN GARVIN. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1364'MONUMENT DISK STAMPED---5105 N 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1364'3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.2 FT
 PQ1364'(6.1 CM) BELOW THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE
 PQ1364'HIGHWAY.  THE MARK IS 164.5 FT (50.1 M) EAST OF THE CENTERLINE OF
 PQ1364'TRUNK HIGHWAY 59 AT MILEPOINT 51.4, 97 FT (29.6 M) NORTH OF THE
 PQ1364'CENTER OF COUNTY ROAD 89, 14.5 FT (4.4 M) WEST OF THE CENTER OF AN
 PQ1364'ENTRANCE TO A POWER SUB- STATION, 10.2 FT (3.1 M) WEST-SOUTHWEST OF A
 PQ1364'WEST GATE POST, AND 2.2 FT (0.7 M) SOUTH OF A CHAIN LINK FENCE.  A
 PQ1364'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1364
 PQ1364                          STATION RECOVERY (2003)
 PQ1364
 PQ1364'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (JPB)
 PQ1364'5.5 MILES SOUTH-SOUTHEAST OF GARVIN, IN NORTHEAST QUADRANT OF JUNCTION
 PQ1364'OF TRUNK HIGHWAY 59 AND COUNTY ROAD 89 (EAST) AND COUNTY ROAD 16
 PQ1364'(WEST), 5.7 MILES SOUTH OF RAILROAD, AT TRUNK HIGHWAY 59 MILEPOINT
 PQ1364'51.4, 164.5 FEET EAST OF TRUNK HIGHWAY 59, 97 FEET NORTH OF COUNTY
 PQ1364'ROAD 89, 14.5 FEET WEST OF ENTRANCE TO POWER SUB-STA, 10.2 FEET
 PQ1364'WEST-SOUTHWEST OF WEST GATE POST, 2.2 FEET SOUTH OF FENCE
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1362 ***********************************************************************
 PQ1362  DESIGNATION -  5105 P
 PQ1362  PID         -  PQ1362
 PQ1362  STATE/COUNTY-  MN/MURRAY
 PQ1362  COUNTRY     -  US
 PQ1362  USGS QUAD   -  TRACY WEST (1980)
 PQ1362
 PQ1362                         *CURRENT SURVEY CONTROL
 PQ1362  ______________________________________________________________________
 PQ1362* NAD 83(1986) POSITION- 44 10 01.8    (N) 095 44 33.3    (W)   HD_HELD2  
 PQ1362* NAVD 88 ORTHO HEIGHT -   466.172  (meters)    1529.43  (feet) ADJUSTED  
 PQ1362  ______________________________________________________________________
 PQ1362  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 PQ1362  DYNAMIC HEIGHT  -        466.078 (meters)     1529.12  (feet) COMP
 PQ1362  MODELED GRAVITY -    980,401.3   (mgal)                       NAVD 88
 PQ1362
 PQ1362  VERT ORDER      -  SECOND    CLASS I
 PQ1362
 PQ1362.The horizontal coordinates were established by autonomous hand held GPS
 PQ1362.observations and have an estimated accuracy of +/- 10 meters.
 PQ1362.
 PQ1362.The orthometric height was determined by differential leveling and
 PQ1362.adjusted in June 1995.
 PQ1362
 PQ1362.The dynamic height is computed by dividing the NAVD 88
 PQ1362.geopotential number by the normal gravity value computed on the
 PQ1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1362.degrees latitude (g = 980.6199 gals.).
 PQ1362
 PQ1362.The modeled gravity was interpolated from observed gravity values.
 PQ1362
 PQ1362;                    North         East    Units  Estimated Accuracy
 PQ1362;SPC MN S     -   231,171.      660,646.      MT  (+/- 10 meters HH2 GPS)
 PQ1362
 PQ1362                          SUPERSEDED SURVEY CONTROL
 PQ1362
 PQ1362.No superseded survey control is available for this station.
 PQ1362
 PQ1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8073194097(NAD 83)
 PQ1362
 PQ1362_MARKER: DV = VERTICAL CONTROL DISK
 PQ1362_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1362_SP_SET: ALUMINUM ALLOY ROD
 PQ1362_STAMPING: 5105 P 1987
 PQ1362_MARK LOGO: MNDT  
 PQ1362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1362
 PQ1362  HISTORY     - Date     Condition        Report By
 PQ1362  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1362
 PQ1362                          STATION DESCRIPTION
 PQ1362
 PQ1362'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1362'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1362'OF GARVIN IN THE SW 1/4 OF SECTION 11, T108N, R41W, IN THE NORTHEAST
 PQ1362'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND AN EAST-WEST
 PQ1362'GRAVEL ROAD, 3.75 MI (6.03 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE
 PQ1362'CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY IN GARVIN.  THE
 PQ1362'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1362'STAMPED---5105 P 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1362'DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM)
 PQ1362'BELOW THE SURFACE OF THE GROUND AND IS ABOUT 4 FT (1.2 M) BELOW THE
 PQ1362'LEVEL OF THE GRAVEL ROAD.  THE MARK IS ABOUT 350 FT (106.7 M) EAST OF
 PQ1362'TRUNK HIGHWAY 59 AT MILEPOINT 53.35, 33 FT (10.1 M) NORTH OF THE
 PQ1362'CENTER OF A GRAVEL ROAD, 11.5 FT (3.5 M) WEST OF A POWER POLE, AND
 PQ1362'1.2 FT (0.4 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1362'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1361 ***********************************************************************
 PQ1361  DESIGNATION -  5105 Q
 PQ1361  PID         -  PQ1361
 PQ1361  STATE/COUNTY-  MN/MURRAY
 PQ1361  COUNTRY     -  US
 PQ1361  USGS QUAD   -  TRACY WEST (1980)
 PQ1361
 PQ1361                         *CURRENT SURVEY CONTROL
 PQ1361  ______________________________________________________________________
 PQ1361* NAD 83(1986) POSITION- 44 10 54.     (N) 095 44 31.     (W)   SCALED    
 PQ1361* NAVD 88 ORTHO HEIGHT -   462.387  (meters)    1517.01  (feet) ADJUSTED  
 PQ1361  ______________________________________________________________________
 PQ1361  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 PQ1361  DYNAMIC HEIGHT  -        462.294 (meters)     1516.71  (feet) COMP
 PQ1361  MODELED GRAVITY -    980,403.5   (mgal)                       NAVD 88
 PQ1361
 PQ1361  VERT ORDER      -  SECOND    CLASS I
 PQ1361
 PQ1361.The horizontal coordinates were scaled from a topographic map and have
 PQ1361.an estimated accuracy of +/- 6 seconds.
 PQ1361.
 PQ1361.The orthometric height was determined by differential leveling and
 PQ1361.adjusted in June 1995.
 PQ1361
 PQ1361.The dynamic height is computed by dividing the NAVD 88
 PQ1361.geopotential number by the normal gravity value computed on the
 PQ1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1361.degrees latitude (g = 980.6199 gals.).
 PQ1361
 PQ1361.The modeled gravity was interpolated from observed gravity values.
 PQ1361
 PQ1361;                    North         East    Units  Estimated Accuracy
 PQ1361;SPC MN S     -   232,780.      660,730.      MT  (+/- 180 meters Scaled)
 PQ1361
 PQ1361                          SUPERSEDED SURVEY CONTROL
 PQ1361
 PQ1361.No superseded survey control is available for this station.
 PQ1361
 PQ1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ808957(NAD 83)
 PQ1361
 PQ1361_MARKER: DV = VERTICAL CONTROL DISK
 PQ1361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1361_SP_SET: ALUMINUM ALLOY ROD
 PQ1361_STAMPING: 5105 Q 1987
 PQ1361_MARK LOGO: MNDT  
 PQ1361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1361
 PQ1361  HISTORY     - Date     Condition        Report By
 PQ1361  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1361
 PQ1361                          STATION DESCRIPTION
 PQ1361
 PQ1361'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1361'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1361'OF GARVIN, IN THE SW 1/4 OF SECTION 2, T108N, R41W, IN THE NORTHEAST
 PQ1361'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 59 AND COUNTY ROAD 21
 PQ1361'EAST AND COUNTY ROAD 81 WEST, 2.75 MI (4.43 KM) SOUTH ALONG TRUNK
 PQ1361'HIGHWAY 59 FROM THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY
 PQ1361'IN GARVIN. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1361'MONUMENT DISK STAMPED---5105 Q 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1361'3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 PQ1361'SURFACE OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF
 PQ1361'COUNTY ROAD 21.  THE MARK IS 425 FT (129.5 M) EAST OF THE CENTERLINE
 PQ1361'OF TRUNK HIGHWAY 59 AT MILEPOINT 54.4, 47.0 FT (14.3 M) NORTH OF THE
 PQ1361'CENTERLINE OF COUNTY ROAD 21, 13.5 FT (4.1 M) WEST OF THE CENTER OF
 PQ1361'THE CENTER OF A FIELD ENTRANCE, 10.2 FT (3.1 M) EAST-SOUTHEAST OF A
 PQ1361'POWER POLE WITH A TRANSFORMER, AND 3.5 FT (1.1 M) NORTHEAST OF A
 PQ1361'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1360 ***********************************************************************
 PQ1360  DESIGNATION -  5105 R
 PQ1360  PID         -  PQ1360
 PQ1360  STATE/COUNTY-  MN/MURRAY
 PQ1360  COUNTRY     -  US
 PQ1360  USGS QUAD   -  TRACY WEST (1980)
 PQ1360
 PQ1360                         *CURRENT SURVEY CONTROL
 PQ1360  ______________________________________________________________________
 PQ1360* NAD 83(1986) POSITION- 44 11 37.     (N) 095 44 37.     (W)   SCALED    
 PQ1360* NAVD 88 ORTHO HEIGHT -   467.471  (meters)    1533.69  (feet) ADJUSTED  
 PQ1360  ______________________________________________________________________
 PQ1360  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 PQ1360  DYNAMIC HEIGHT  -        467.378 (meters)     1533.39  (feet) COMP
 PQ1360  MODELED GRAVITY -    980,405.3   (mgal)                       NAVD 88
 PQ1360
 PQ1360  VERT ORDER      -  SECOND    CLASS I
 PQ1360
 PQ1360.The horizontal coordinates were scaled from a topographic map and have
 PQ1360.an estimated accuracy of +/- 6 seconds.
 PQ1360.
 PQ1360.The orthometric height was determined by differential leveling and
 PQ1360.adjusted in June 1995.
 PQ1360
 PQ1360.The dynamic height is computed by dividing the NAVD 88
 PQ1360.geopotential number by the normal gravity value computed on the
 PQ1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1360.degrees latitude (g = 980.6199 gals.).
 PQ1360
 PQ1360.The modeled gravity was interpolated from observed gravity values.
 PQ1360
 PQ1360;                    North         East    Units  Estimated Accuracy
 PQ1360;SPC MN S     -   234,110.      660,630.      MT  (+/- 180 meters Scaled)
 PQ1360
 PQ1360                          SUPERSEDED SURVEY CONTROL
 PQ1360
 PQ1360.No superseded survey control is available for this station.
 PQ1360
 PQ1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ807970(NAD 83)
 PQ1360
 PQ1360_MARKER: DV = VERTICAL CONTROL DISK
 PQ1360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1360_SP_SET: ALUMINUM ALLOY ROD
 PQ1360_STAMPING: 5105 R 1987
 PQ1360_MARK LOGO: MNDT  
 PQ1360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1360
 PQ1360  HISTORY     - Date     Condition        Report By
 PQ1360  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1360
 PQ1360                          STATION DESCRIPTION
 PQ1360
 PQ1360'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1360'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH-SOUTHEAST OF THE TOWN
 PQ1360'OF GARVIN, IN THE NW 1/4 OF SECTION 2, T108N, R41W, NEAR THE
 PQ1360'INTERSECTION OF TRUNK HIGHWAY 59 AND A GRAVEL ROAD NORTH, 1.9 MI
 PQ1360'(3.1 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE CROSSING OF THE
 PQ1360'CHICAGO AND NORTH WESTERN RAILWAY IN GARVIN.  THE MARK, A STANDARD
 PQ1360'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5105 R
 PQ1360'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1360'LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 PQ1360'ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS
 PQ1360'300 FT (91.4 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 59 AT
 PQ1360'MILEPOINT 55.25, 31.5 FT (9.6 M) EAST OF THE CENTER OF A GRAVEL ROAD,
 PQ1360'11.8 FT (3.6 M) SOUTH OF A POWER POLE, AND 1.5 FT (0.5 M) WEST OF A
 PQ1360'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5422 ***********************************************************************
 DL5422  DESIGNATION -  5105 S
 DL5422  PID         -  DL5422
 DL5422  STATE/COUNTY-  MN/MURRAY
 DL5422  COUNTRY     -  US
 DL5422  USGS QUAD   -  HADLEY (1967)
 DL5422
 DL5422                         *CURRENT SURVEY CONTROL
 DL5422  ______________________________________________________________________
 DL5422* NAD 83(1986) POSITION- 44 00 04.6    (N) 095 45 12.2    (W)   HD_HELD2  
 DL5422* NAVD 88 ORTHO HEIGHT -   479.808  (meters)    1574.17  (feet) ADJUSTED  
 DL5422  ______________________________________________________________________
 DL5422  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DL5422  DYNAMIC HEIGHT  -        479.701 (meters)     1573.82  (feet) COMP
 DL5422  MODELED GRAVITY -    980,380.6   (mgal)                       NAVD 88
 DL5422
 DL5422  VERT ORDER      -  SECOND    CLASS I
 DL5422
 DL5422.The horizontal coordinates were established by autonomous hand held GPS
 DL5422.observations and have an estimated accuracy of +/- 10 meters.
 DL5422.
 DL5422.The orthometric height was determined by differential leveling and
 DL5422.adjusted in May 2010.
 DL5422
 DL5422.Photographs are available for this station.
 DL5422
 DL5422.The dynamic height is computed by dividing the NAVD 88
 DL5422.geopotential number by the normal gravity value computed on the
 DL5422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5422.degrees latitude (g = 980.6199 gals.).
 DL5422
 DL5422.The modeled gravity was interpolated from observed gravity values.
 DL5422
 DL5422;                    North         East    Units  Estimated Accuracy
 DL5422;SPC MN S     -   212,762.      659,387.      MT  (+/- 10 meters HH2 GPS)
 DL5422
 DL5422                          SUPERSEDED SURVEY CONTROL
 DL5422
 DL5422.No superseded survey control is available for this station.
 DL5422
 DL5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7925175700(NAD 83)
 DL5422
 DL5422_MARKER: DV = VERTICAL CONTROL DISK
 DL5422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5422_SP_SET: BRIDGE RAILING
 DL5422_STAMPING: 5105 S 2006
 DL5422_MARK LOGO: MNDT  
 DL5422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5422+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5422
 DL5422  HISTORY     - Date     Condition        Report By
 DL5422  HISTORY     - 1988     MONUMENTED       MNDT
 DL5422  HISTORY     - 20061018 GOOD             MNDT
 DL5422
 DL5422                          STATION DESCRIPTION
 DL5422
 DL5422'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5422'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 0.50 MI
 DL5422'(0.8 KM) NORTH OF SLAYTON, IN BRIDGE RAIL IN SOUTHEAST CORNER OF TRUNK
 DL5422'HIGHWAY 59 BRIDGE NUMBER 51001 OVER BEAVER CREEK, 0.60 MI (1.0 KM)
 DL5422'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5422'TRUNK HIGHWAY 30 IN SLAYTON, AT TRUNK HIGHWAY 59 MILE POINT 41.10,
 DL5422'23.50 FT (7.2 M) EAST OF TRUNK HIGHWAY 59, 18.5 FT (5.6 M) NORTH OF
 DL5422'END OF BRIDGE RAIL.
 DL5422' 
 DL5422'TO REACH STATION HEAD EAST ON 20TH ST/MN-30 TOWARD MAPLE AVENUE FOR
 DL5422'0.3 MI (0.5 KM) THEN TAKE THE SECOND LEFT ONTO MN-30/US-59 FOR 0.6 MI
 DL5422'(1.0 KM) AND STATION MARK ON THE RIGHT.
 DL5422' 
 DL5422'MARK IS STANDARD MNDT VERTICAL CONTROL DISK SET IN BRIDGE RAILING.
 DL5422' 
 DL5422'DISK SET IN CULVERT WHEN BUILT IN 1988 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK2714 ***********************************************************************
 DK2714  DESIGNATION -  5105 T
 DK2714  PID         -  DK2714
 DK2714  STATE/COUNTY-  MN/MURRAY
 DK2714  COUNTRY     -  US
 DK2714  USGS QUAD   -  HADLEY (1967)
 DK2714
 DK2714                         *CURRENT SURVEY CONTROL
 DK2714  ______________________________________________________________________
 DK2714* NAD 83(2007) POSITION- 44 02 11.89092(N) 095 45 13.50378(W)   ADJUSTED  
 DK2714* NAD 83(2007) ELLIP HT-   456.258 (meters)        (07/06/11)   ADJUSTED
 DK2714* NAD 83(2007) EPOCH   -  2002.00
 DK2714* NAVD 88 ORTHO HEIGHT -   482.837  (meters)    1584.11  (feet) ADJUSTED  
 DK2714  ______________________________________________________________________
 DK2714  NAD 83(2007) X  -   -460,460.505 (meters)                     COMP
 DK2714  NAD 83(2007) Y  - -4,569,836.024 (meters)                     COMP
 DK2714  NAD 83(2007) Z  -  4,411,336.122 (meters)                     COMP
 DK2714  LAPLACE CORR    -         -3.22  (seconds)                    DEFLEC09
 DK2714  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DK2714  DYNAMIC HEIGHT  -        482.731 (meters)     1583.76  (feet) COMP
 DK2714  MODELED GRAVITY -    980,383.7   (mgal)                       NAVD 88
 DK2714
 DK2714  HORZ ORDER      -  FIRST
 DK2714  VERT ORDER      -  SECOND    CLASS I
 DK2714  ELLP ORDER      -  FOURTH    CLASS I
 DK2714
 DK2714.The horizontal coordinates were established by GPS observations
 DK2714.and adjusted by the National Geodetic Survey in July 2011.
 DK2714
 DK2714.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK2714.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK2714
 DK2714.The horizontal coordinates are valid at the epoch date displayed above
 DK2714.which is a decimal equivalence of Year/Month/Day.
 DK2714
 DK2714.The orthometric height was determined by differential leveling and
 DK2714.adjusted in May 2010.
 DK2714
 DK2714.Photographs are available for this station.
 DK2714
 DK2714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK2714
 DK2714.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK2714
 DK2714.The ellipsoidal height was determined by GPS observations
 DK2714.and is referenced to NAD 83.
 DK2714
 DK2714.The dynamic height is computed by dividing the NAVD 88
 DK2714.geopotential number by the normal gravity value computed on the
 DK2714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK2714.degrees latitude (g = 980.6199 gals.).
 DK2714
 DK2714.The modeled gravity was interpolated from observed gravity values.
 DK2714
 DK2714. The following values were computed from the NAD 83(2007) position.
 DK2714
 DK2714;                    North         East     Units Scale Factor Converg.
 DK2714;SPC MN S     -   216,690.472   659,442.033   MT  0.99995475   -1 13 45.3
 DK2714;SPC MN S     -   710,925.32  2,163,519.40   sFT  0.99995475   -1 13 45.3
 DK2714;UTM  15      - 4,879,629.195   279,353.379   MT  1.00019882   -1 54 53.8
 DK2714
 DK2714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK2714!SPC MN S     -   0.99992846  x   0.99995475  =   0.99988322
 DK2714!UTM  15      -   0.99992846  x   1.00019882  =   1.00012727
 DK2714
 DK2714:                Primary Azimuth Mark                     Grid Az
 DK2714:SPC MN S     -  5105 H                                   003 30 11.9
 DK2714:UTM  15      -  5105 H                                   004 11 20.4
 DK2714
 DK2714|---------------------------------------------------------------------|
 DK2714| PID    Reference Object                     Distance      Geod. Az  |
 DK2714|                                                           dddmmss.s |
 DK2714| PQ1371 5105 H                              APPROX. 1.6 KM 0021626.6 |
 DK2714| PQ1373 5105 F                              APPROX. 1.2 KM 1801502.1 |
 DK2714|---------------------------------------------------------------------|
 DK2714
 DK2714                          SUPERSEDED SURVEY CONTROL
 DK2714
 DK2714  NAD 83(1996)-  44 02 11.89045(N)    095 45 13.50310(W) AD(       ) 1
 DK2714  ELLIP H (10/25/07)  456.304  (m)                       GP(       ) 4 1
 DK2714  NAVD 88 (10/25/07)  482.84   (m)         1584.1    (f) LEVELING    3  
 DK2714
 DK2714.Superseded values are not recommended for survey control.
 DK2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK2714.See file dsdata.txt to determine how the superseded data were derived.
 DK2714
 DK2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ7935379629(NAD 83)
 DK2714
 DK2714_MARKER: DD = SURVEY DISK
 DK2714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DK2714_STAMPING: 5105 T 2006
 DK2714_MARK LOGO: MNDT  
 DK2714_PROJECTION: RECESSED 3 CENTIMETERS
 DK2714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK2714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK2714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK2714+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DK2714_ROD/PIPE-DEPTH:  7.6 meters
 DK2714
 DK2714  HISTORY     - Date     Condition        Report By
 DK2714  HISTORY     - 2006     MONUMENTED       MNDT
 DK2714  HISTORY     - 20061018 GOOD             MNDT
 DK2714
 DK2714                          STATION DESCRIPTION
 DK2714
 DK2714'DESCRIBED BY MN DEPT OF TRANSP 2006
 DK2714'3.0 MILES NORTH OF SLAYTON, 3.1 MILES NORTH ALONG TRUNK HIGHWAY 59
 DK2714'FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 30 IN SLAYTON,
 DK2714'AT TRUNK HIGHWAY 59 MILEPOINT 44.10, 45.7 FEET WEST OF TRUNK HIGHWAY
 DK2714'59, 123.4 FEET SOUTH OF ENTRANCE TO MASON TOWNHALL, 32.8 NORTH OF
 DK2714'POWER POLE, 2.0 FEET NORTH OF EXTENDED CENTER LINE ON 131TH STREET,
 DK2714'1.5 FEET NORTH OF WITNESS POST.
 DK2714
 DK2714                          STATION RECOVERY (2006)
 DK2714
 DK2714'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DK2714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1396 ***********************************************************************
 OP1396  DESIGNATION -  5107 A
 OP1396  PID         -  OP1396
 OP1396  STATE/COUNTY-  MN/MURRAY
 OP1396  COUNTRY     -  US
 OP1396  USGS QUAD   -  CHANDLER (1967)
 OP1396
 OP1396                         *CURRENT SURVEY CONTROL
 OP1396  ______________________________________________________________________
 OP1396* NAD 83(1986) POSITION- 43 55 36.7    (N) 095 56 35.4    (W)   HD_HELD2  
 OP1396* NAVD 88 ORTHO HEIGHT -   502.687  (meters)    1649.23  (feet) ADJUSTED  
 OP1396  ______________________________________________________________________
 OP1396  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 OP1396  DYNAMIC HEIGHT  -        502.581 (meters)     1648.88  (feet) COMP
 OP1396  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 OP1396
 OP1396  VERT ORDER      -  SECOND    CLASS I
 OP1396
 OP1396.The horizontal coordinates were established by autonomous hand held GPS
 OP1396.observations and have an estimated accuracy of +/- 10 meters.
 OP1396.
 OP1396.The orthometric height was determined by differential leveling and
 OP1396.adjusted in June 1995.
 OP1396
 OP1396.The dynamic height is computed by dividing the NAVD 88
 OP1396.geopotential number by the normal gravity value computed on the
 OP1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1396.degrees latitude (g = 980.6199 gals.).
 OP1396
 OP1396.The modeled gravity was interpolated from observed gravity values.
 OP1396
 OP1396;                    North         East    Units  Estimated Accuracy
 OP1396;SPC MN S     -   204,840.      643,974.      MT  (+/- 10 meters HH2 GPS)
 OP1396
 OP1396                          SUPERSEDED SURVEY CONTROL
 OP1396
 OP1396.No superseded survey control is available for this station.
 OP1396
 OP1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6374067961(NAD 83)
 OP1396
 OP1396_MARKER: DD = SURVEY DISK
 OP1396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1396_SP_SET: BRIDGE ABUTMENT
 OP1396_STAMPING: 5107 A 1963
 OP1396_MARK LOGO: MNHD  
 OP1396_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1396
 OP1396  HISTORY     - Date     Condition        Report By
 OP1396  HISTORY     - 1963     MONUMENTED       MNHD
 OP1396  HISTORY     - 19870824 GOOD             MNDT
 OP1396  HISTORY     - 20010401 GOOD             MNDT
 OP1396
 OP1396                          STATION DESCRIPTION
 OP1396
 OP1396'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1396'THE MARK IS IN THE TOWN OF CHANDLER, IN THE SW 1/4 OF SECTION 6,
 OP1396'T105N, R42W, IN THE SOUTHEAST CORNER OF A TRUNK HIGHWAY 91 BRIDGE
 OP1396'(NUMBER 6753), 0.1 MI (0.2 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS
 OP1396'JUNCTION WITH COUNTY ROAD 4 AT CHANDLER.  THE MARK, A STANDARD MNHD
 OP1396'BENCH MARK DISK STAMPED---5107 A 1963---, IS SET FLUSH IN THE TOP OF
 OP1396'THE SOUTHEAST ABUTMENT OF THE BRIDGE AND IS ABOUT 0.5 FT (15.2 CM)
 OP1396'ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS 19.0 FT (5.8 M) EAST OF
 OP1396'THE CENTERLINE OF TRUNK HIGHWAY 91 AT MILEPOINT 33.8.
 OP1396
 OP1396                          STATION RECOVERY (2001)
 OP1396
 OP1396'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1396'THE MARK WAS RECOVERED IN CHANDLER, IN SE COR OF TH 91 BRDG 6753, 0.1
 OP1396'MI SOUTH ON TH 91 FROM JCT OF TH 91 AND CO RD 4, 19 FT EAST OF TH 91,
 OP1396'AT TH 91 MP 33.8, NOT G OOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7663 ***********************************************************************
 AI7663  DESIGNATION -  5107 C
 AI7663  PID         -  AI7663
 AI7663  STATE/COUNTY-  MN/MURRAY
 AI7663  COUNTRY     -  US
 AI7663  USGS QUAD   -  CHANDLER (1967)
 AI7663
 AI7663                         *CURRENT SURVEY CONTROL
 AI7663  ______________________________________________________________________
 AI7663* NAD 83(2007) POSITION- 43 52 39.12511(N) 095 56 37.39750(W)   ADJUSTED  
 AI7663* NAD 83(2007) ELLIP HT-   500.034 (meters)        (02/10/07)   ADJUSTED
 AI7663* NAD 83(2007) EPOCH   -  2002.00
 AI7663* NAVD 88 ORTHO HEIGHT -   526.283  (meters)    1726.65  (feet) ADJUSTED  
 AI7663  ______________________________________________________________________
 AI7663  NAD 83(2007) X  -   -476,883.745 (meters)                     COMP
 AI7663  NAD 83(2007) Y  - -4,580,521.136 (meters)                     COMP
 AI7663  NAD 83(2007) Z  -  4,398,639.871 (meters)                     COMP
 AI7663  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC09
 AI7663  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 AI7663  DYNAMIC HEIGHT  -        526.161 (meters)     1726.25  (feet) COMP
 AI7663  MODELED GRAVITY -    980,371.3   (mgal)                       NAVD 88
 AI7663
 AI7663  VERT ORDER      -  SECOND    CLASS I
 AI7663
 AI7663  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7663  Type                                         Horiz  Ellip  Dist(km)
 AI7663  -------------------------------------------------------------------
 AI7663  NETWORK                                       0.36   0.51
 AI7663  -------------------------------------------------------------------
 AI7663  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.33   0.43      1.65
 AI7663  -------------------------------------------------------------------
 AI7663  NOTE: Click here for information on individual local accuracy
 AI7663  values and other accuracy information.
 AI7663
 AI7663
 AI7663.The horizontal coordinates were established by GPS observations
 AI7663.and adjusted by the National Geodetic Survey in February 2007.
 AI7663
 AI7663.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7663.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7663
 AI7663.The horizontal coordinates are valid at the epoch date displayed above
 AI7663.which is a decimal equivalence of Year/Month/Day.
 AI7663
 AI7663.The orthometric height was determined by differential leveling and
 AI7663.adjusted in January 2001.
 AI7663
 AI7663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7663
 AI7663.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7663
 AI7663.The ellipsoidal height was determined by GPS observations
 AI7663.and is referenced to NAD 83.
 AI7663
 AI7663.The dynamic height is computed by dividing the NAVD 88
 AI7663.geopotential number by the normal gravity value computed on the
 AI7663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7663.degrees latitude (g = 980.6199 gals.).
 AI7663
 AI7663.The modeled gravity was interpolated from observed gravity values.
 AI7663
 AI7663. The following values were computed from the NAD 83(2007) position.
 AI7663
 AI7663;                    North         East     Units Scale Factor Converg.
 AI7663;SPC MN S     -   199,362.391   643,798.886   MT  0.99998092   -1 21 44.7
 AI7663;SPC MN S     -   654,074.78  2,112,196.85   sFT  0.99998092   -1 21 44.7
 AI7663;UTM  15      - 4,862,483.913   263,500.611   MT  1.00028799   -2 02 28.7
 AI7663;UTM  14      - 4,862,812.407   745,542.583   MT  1.00034162   +2 07 09.9
 AI7663
 AI7663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7663!SPC MN S     -   0.99992160  x   0.99998092  =   0.99990252
 AI7663!UTM  15      -   0.99992160  x   1.00028799  =   1.00020956
 AI7663!UTM  14      -   0.99992160  x   1.00034162  =   1.00026319
 AI7663
 AI7663:                Primary Azimuth Mark                     Grid Az
 AI7663:SPC MN S     -  5107 N                                   181 34 46.1
 AI7663:UTM  15      -  5107 N                                   182 15 30.1
 AI7663:UTM  14      -  5107 N                                   178 05 51.5
 AI7663
 AI7663|---------------------------------------------------------------------|
 AI7663| PID    Reference Object                     Distance      Geod. Az  |
 AI7663|                                                           dddmmss.s |
 AI7663| AI7665 5107 N                              APPROX. 1.6 KM 1801301.4 |
 AI7663|---------------------------------------------------------------------|
 AI7663
 AI7663                          SUPERSEDED SURVEY CONTROL
 AI7663
 AI7663  NAD 83(1996)-  43 52 39.12466(N)    095 56 37.39661(W) AD(       ) 1
 AI7663  ELLIP H (11/13/02)  500.060  (m)                       GP(       ) 3 1
 AI7663  NAVD 88 (11/13/02)  526.28   (m)         1726.6    (f) LEVELING    3  
 AI7663
 AI7663.Superseded values are not recommended for survey control.
 AI7663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7663.See file dsdata.txt to determine how the superseded data were derived.
 AI7663
 AI7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6350062483(NAD 83)
 AI7663
 AI7663_MARKER: DD = SURVEY DISK
 AI7663_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7663_STAMPING: 5107 C 1953
 AI7663_MARK LOGO: MNDT  
 AI7663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7663+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7663
 AI7663  HISTORY     - Date     Condition        Report By
 AI7663  HISTORY     - 1953     MONUMENTED       MNDT
 AI7663  HISTORY     - 19991116 GOOD             MNDT
 AI7663  HISTORY     - 20000104 GOOD             MNDT
 AI7663  HISTORY     - 20010401 GOOD             MNDT
 AI7663
 AI7663                          STATION DESCRIPTION
 AI7663
 AI7663'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7663'RECOVERED AS DESCRIBED, PROJECTS 3 INCHES, MAGNETIC.
 AI7663
 AI7663                          STATION RECOVERY (2000)
 AI7663
 AI7663'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7663'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7663'THE MARK IS LOCATED ABOUT 3.45 MI (5.55 KM) SOUTH ALONG TH 91 FROM JCT
 AI7663'TH 91 AND CO RD 4 IN CHANDLER, AT TH 91 MP 30.4, 74 FT (22.6 M) EAST
 AI7663'OF TH 91, 57 FT (17.4 M) SOUTH CO RD 1, 72.4 FT (22.1 M) WSW CABLE
 AI7663'PEDESTAL, 0.7 FT (21.3 CM) WEST OF WIT POST.
 AI7663
 AI7663                          STATION RECOVERY (2001)
 AI7663
 AI7663'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 AI7663'THE MARK WAS RECOVERED 3.45 MI SOUTH ALONG TH 91 FROM JCT TH 91 AND CO
 AI7663'RD 4 IN CHANDLER, AT T H 91      MP 30.4, 74 FT EAST OF TH 91, 57 FT
 AI7663'SOUTH CO RD 1, 72.4 FT W SW CABLE PEDESTAL,  0.7 FT WEST OF WIT POST,
 AI7663'PROJECTING 1.0 INCH, MAGN ETIC, GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1394 ***********************************************************************
 OP1394  DESIGNATION -  5107 G
 OP1394  PID         -  OP1394
 OP1394  STATE/COUNTY-  MN/MURRAY
 OP1394  COUNTRY     -  US
 OP1394  USGS QUAD   -  CHANDLER (1967)
 OP1394
 OP1394                         *CURRENT SURVEY CONTROL
 OP1394  ______________________________________________________________________
 OP1394* NAD 83(2007) POSITION- 43 56 59.19017(N) 095 56 38.22762(W)   ADJUSTED  
 OP1394* NAD 83(2007) ELLIP HT-   480.457 (meters)        (02/10/07)   ADJUSTED
 OP1394* NAD 83(2007) EPOCH   -  2002.00
 OP1394* NAVD 88 ORTHO HEIGHT -   506.641  (meters)    1662.20  (feet) ADJUSTED  
 OP1394  ______________________________________________________________________
 OP1394  NAD 83(2007) X  -   -476,324.173 (meters)                     COMP
 OP1394  NAD 83(2007) Y  - -4,574,967.615 (meters)                     COMP
 OP1394  NAD 83(2007) Z  -  4,404,409.029 (meters)                     COMP
 OP1394  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC09
 OP1394  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 OP1394  DYNAMIC HEIGHT  -        506.534 (meters)     1661.85  (feet) COMP
 OP1394  MODELED GRAVITY -    980,391.0   (mgal)                       NAVD 88
 OP1394
 OP1394  VERT ORDER      -  SECOND    CLASS I
 OP1394
 OP1394  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1394  Type                                         Horiz  Ellip  Dist(km)
 OP1394  -------------------------------------------------------------------
 OP1394  NETWORK                                       0.60   0.55
 OP1394  -------------------------------------------------------------------
 OP1394  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.56   0.39      3.63
 OP1394  -------------------------------------------------------------------
 OP1394  NOTE: Click here for information on individual local accuracy
 OP1394  values and other accuracy information.
 OP1394
 OP1394
 OP1394.The horizontal coordinates were established by GPS observations
 OP1394.and adjusted by the National Geodetic Survey in February 2007.
 OP1394
 OP1394.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1394.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1394
 OP1394.The horizontal coordinates are valid at the epoch date displayed above
 OP1394.which is a decimal equivalence of Year/Month/Day.
 OP1394
 OP1394.The orthometric height was determined by differential leveling and
 OP1394.adjusted in June 1995.
 OP1394
 OP1394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1394
 OP1394.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1394
 OP1394.The ellipsoidal height was determined by GPS observations
 OP1394.and is referenced to NAD 83.
 OP1394
 OP1394.The dynamic height is computed by dividing the NAVD 88
 OP1394.geopotential number by the normal gravity value computed on the
 OP1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1394.degrees latitude (g = 980.6199 gals.).
 OP1394
 OP1394.The modeled gravity was interpolated from observed gravity values.
 OP1394
 OP1394. The following values were computed from the NAD 83(2007) position.
 OP1394
 OP1394;                    North         East     Units Scale Factor Converg.
 OP1394;SPC MN S     -   207,387.016   643,971.221   MT  0.99996809   -1 21 45.3
 OP1394;SPC MN S     -   680,402.23  2,112,762.25   sFT  0.99996809   -1 21 45.3
 OP1394;UTM  15      - 4,870,508.436   263,768.284   MT  1.00028642   -2 02 38.9
 OP1394;UTM  14      - 4,870,835.615   745,226.938   MT  1.00033970   +2 07 19.3
 OP1394
 OP1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1394!SPC MN S     -   0.99992467  x   0.99996809  =   0.99989276
 OP1394!UTM  15      -   0.99992467  x   1.00028642  =   1.00021107
 OP1394!UTM  14      -   0.99992467  x   1.00033970  =   1.00026434
 OP1394
 OP1394:                Primary Azimuth Mark                     Grid Az
 OP1394:SPC MN S     -  5107 J                                   173 19 46.6
 OP1394:UTM  15      -  5107 J                                   174 00 40.2
 OP1394:UTM  14      -  5107 J                                   169 50 42.0
 OP1394
 OP1394|---------------------------------------------------------------------|
 OP1394| PID    Reference Object                     Distance      Geod. Az  |
 OP1394|                                                           dddmmss.s |
 OP1394| OP1395 5107 J                              APPROX. 1.1 KM 1715801.3 |
 OP1394|---------------------------------------------------------------------|
 OP1394
 OP1394                          SUPERSEDED SURVEY CONTROL
 OP1394
 OP1394  NAD 83(1996)-  43 56 59.18985(N)    095 56 38.22672(W) AD(       ) 1
 OP1394  ELLIP H (01/28/03)  480.485  (m)                       GP(       ) 3 2
 OP1394  NAVD 88 (01/28/03)  506.64   (m)         1662.2    (f) LEVELING    3  
 OP1394
 OP1394.Superseded values are not recommended for survey control.
 OP1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1394.See file dsdata.txt to determine how the superseded data were derived.
 OP1394
 OP1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6376870508(NAD 83)
 OP1394
 OP1394_MARKER: DD = SURVEY DISK
 OP1394_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1394_SP_SET: PREFAB CONC. POST IN EARTH
 OP1394_STAMPING: 5107 G 1953
 OP1394_MARK LOGO: MNHD  
 OP1394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1394+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 OP1394
 OP1394  HISTORY     - Date     Condition        Report By
 OP1394  HISTORY     - 1953     MONUMENTED       MNHD
 OP1394  HISTORY     - 19870824 GOOD             MNDT
 OP1394  HISTORY     - 20010401 GOOD             MNDT
 OP1394
 OP1394                          STATION DESCRIPTION
 OP1394
 OP1394'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1394'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF THE TOWN OF
 OP1394'CHANDLER, IN THE NE 1/4 OF SECTION 36, T106N, R43W, ON THE WEST
 OP1394'RIGHT-OF-WAY OF TRUNK HIGHWAY 91 AT MILEPOINT 35.4, 1.55 MI
 OP1394'(2.49 KM) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH COUTY
 OP1394'ROAD 4 AT CHANDLER.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1394'STAMPED---5107 G 1953---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST
 OP1394'CONCRETE MONUMENT THAT IS BURIED 0.2 FT (6.1 CM) BELOW THE SURFACE OF
 OP1394'THE GROUND AND IS ABOUT 7 FT (2.1 M) ABOVE THE LEVEL OF THE HIGHWAY.
 OP1394'THE MARK IS 85.5 FT (26.1 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY
 OP1394'91, 174.6 FT (53.2 M) NORTH-NORTHWEST OF A POWER POLE, 67.9 FT
 OP1394'(20.7 M) SOUTH-SOUTHWEST OF A WOOD CORNER FENCE POST, 27.6 FT
 OP1394'(8.4 M) WEST OF A NORTH-SOUTH FENCELINE, AND 1.0 FT (0.3 M) SOUTH OF
 OP1394'A STEEL WITNESS POST. STEEL ROD IN THE CONCRETE MONUMENT MAKES THE
 OP1394'MARK MAGNETIC.
 OP1394
 OP1394                          STATION RECOVERY (2001)
 OP1394
 OP1394'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1394'THE MARK WAS RECOVERED 1.55 MI NORTH ON TH 91 FROM JCT OF TH 91 AND CO
 OP1394'RD 4 AT CHANDLER, AT T H 91 MP   35.4, 85.5 FT WEST OF TH 91, 174.6 FT
 OP1394'NNW OF P-POLE, 67.9 FT  SSW OF WOOD COR    FENCE POST, 27.6 FT WEST OF
 OP1394'N-S FENCELINE, 1.0 FT SOUTH OF WIT POST, MAGNETIC,  FLUSH, GOOD FOR
 OP1394'GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1395 ***********************************************************************
 OP1395  DESIGNATION -  5107 J
 OP1395  PID         -  OP1395
 OP1395  STATE/COUNTY-  MN/MURRAY
 OP1395  COUNTRY     -  US
 OP1395  USGS QUAD   -  CHANDLER (1967)
 OP1395
 OP1395                         *CURRENT SURVEY CONTROL
 OP1395  ______________________________________________________________________
 OP1395* NAD 83(2007) POSITION- 43 56 24.38738(N) 095 56 31.43027(W)   ADJUSTED  
 OP1395* NAD 83(2007) ELLIP HT-   483.870 (meters)        (02/10/07)   ADJUSTED
 OP1395* NAD 83(2007) EPOCH   -  2002.00
 OP1395* NAVD 88 ORTHO HEIGHT -   510.060  (meters)    1673.42  (feet) ADJUSTED  
 OP1395  ______________________________________________________________________
 OP1395  NAD 83(2007) X  -   -476,250.836 (meters)                     COMP
 OP1395  NAD 83(2007) Y  - -4,575,727.237 (meters)                     COMP
 OP1395  NAD 83(2007) Z  -  4,403,637.936 (meters)                     COMP
 OP1395  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC09
 OP1395  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 OP1395  DYNAMIC HEIGHT  -        509.952 (meters)     1673.07  (feet) COMP
 OP1395  MODELED GRAVITY -    980,391.6   (mgal)                       NAVD 88
 OP1395
 OP1395  VERT ORDER      -  SECOND    CLASS I
 OP1395
 OP1395  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1395  Type                                         Horiz  Ellip  Dist(km)
 OP1395  -------------------------------------------------------------------
 OP1395  NETWORK                                       0.60   0.55
 OP1395  -------------------------------------------------------------------
 OP1395  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.54   0.39      2.56
 OP1395  -------------------------------------------------------------------
 OP1395  NOTE: Click here for information on individual local accuracy
 OP1395  values and other accuracy information.
 OP1395
 OP1395
 OP1395.The horizontal coordinates were established by GPS observations
 OP1395.and adjusted by the National Geodetic Survey in February 2007.
 OP1395
 OP1395.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1395.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1395
 OP1395.The horizontal coordinates are valid at the epoch date displayed above
 OP1395.which is a decimal equivalence of Year/Month/Day.
 OP1395
 OP1395.The orthometric height was determined by differential leveling and
 OP1395.adjusted in June 1995.
 OP1395
 OP1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1395
 OP1395.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1395
 OP1395.The ellipsoidal height was determined by GPS observations
 OP1395.and is referenced to NAD 83.
 OP1395
 OP1395.The dynamic height is computed by dividing the NAVD 88
 OP1395.geopotential number by the normal gravity value computed on the
 OP1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1395.degrees latitude (g = 980.6199 gals.).
 OP1395
 OP1395.The modeled gravity was interpolated from observed gravity values.
 OP1395
 OP1395. The following values were computed from the NAD 83(2007) position.
 OP1395
 OP1395;                    North         East     Units Scale Factor Converg.
 OP1395;SPC MN S     -   206,309.590   644,097.226   MT  0.99996972   -1 21 40.5
 OP1395;SPC MN S     -   676,867.38  2,113,175.65   sFT  0.99996972   -1 21 40.5
 OP1395;UTM  15      - 4,869,429.245   263,881.503   MT  1.00028577   -2 02 32.8
 OP1395;UTM  14      - 4,869,767.442   745,418.264   MT  1.00034085   +2 07 22.7
 OP1395
 OP1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1395!SPC MN S     -   0.99992413  x   0.99996972  =   0.99989385
 OP1395!UTM  15      -   0.99992413  x   1.00028577  =   1.00020988
 OP1395!UTM  14      -   0.99992413  x   1.00034085  =   1.00026496
 OP1395
 OP1395:                Primary Azimuth Mark                     Grid Az
 OP1395:SPC MN S     -  5107 G                                   353 19 46.5
 OP1395:UTM  15      -  5107 G                                   354 00 38.8
 OP1395:UTM  14      -  5107 G                                   349 50 43.3
 OP1395
 OP1395|---------------------------------------------------------------------|
 OP1395| PID    Reference Object                     Distance      Geod. Az  |
 OP1395|                                                           dddmmss.s |
 OP1395| OP1394 5107 G                              APPROX. 1.1 KM 3515806.0 |
 OP1395|---------------------------------------------------------------------|
 OP1395
 OP1395                          SUPERSEDED SURVEY CONTROL
 OP1395
 OP1395  NAD 83(1996)-  43 56 24.38705(N)    095 56 31.42936(W) AD(       ) 1
 OP1395  ELLIP H (01/28/03)  483.898  (m)                       GP(       ) 3 2
 OP1395  NAVD 88 (01/28/03)  510.06   (m)         1673.4    (f) LEVELING    3  
 OP1395
 OP1395.Superseded values are not recommended for survey control.
 OP1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1395.See file dsdata.txt to determine how the superseded data were derived.
 OP1395
 OP1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6388169429(NAD 83)
 OP1395
 OP1395_MARKER: DD = SURVEY DISK
 OP1395_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1395_SP_SET: METAL ROD DRIVEN INTO GROUND
 OP1395_STAMPING: 5107 J 1987
 OP1395_MARK LOGO: MNDT  
 OP1395_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1395+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 OP1395
 OP1395  HISTORY     - Date     Condition        Report By
 OP1395  HISTORY     - 1987     MONUMENTED       MNDT
 OP1395  HISTORY     - 20010401 GOOD             MNDT
 OP1395
 OP1395                          STATION DESCRIPTION
 OP1395
 OP1395'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1395'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH OF THE TOWN OF
 OP1395'CHANDLER, IN THE SW 1/4 OF SECTION 31, T106N, R42W, AT A FIELD
 OP1395'ENTRANCE ON THE SOUTHWEST RIGHT-OF-WAY OF TRUNK HIGHWAY 91 AT
 OP1395'MILEPOINT 34.7, 0.7 MI (1.1 KM) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS
 OP1395'JUNCTION WITH COUNTY ROAD 4 AT CHANDLER.  THE MARK, A STANDARD MNDT
 OP1395'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5107 J 1987---, IS
 OP1395'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER ALUMINUM ROD THAT IS
 OP1395'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE
 OP1395'HIGHWAY.  THE MARK IS 59.0 FT (18.0 M) SOUTHWEST OF THE CENTERLINE OF
 OP1395'TRUNK HIGHWAY 91, 14 FT (4.3 M) SOUTHEAST OF THE CENTER OF A FIELD
 OP1395'ENTRANCE, 4.3 FT (1.3 M) SOUTHEAST OF A NAIL AND DISK IN A SOUTH GATE
 OP1395'POST, 2 FT (0.6 M) EAST-NORTHEAST OF A FENCELINE, AND 1.4 FT (0.4 M)
 OP1395'WEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 OP1395'MAGNETIC.  NOTE--ROD WAS DRIVEN TO AN UNSPECIFIED LENGTH.
 OP1395
 OP1395                          STATION RECOVERY (2001)
 OP1395
 OP1395'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1395'THE MARK WAS RECOVERED 0.85 MI NORTH OF JCT OF TH 91 AND CO RD 4 AT
 OP1395'CHANDLER, AT TH 91 MP 34. 7, 59.0   FTSW OF TH 91, 14 FT SE OF FIELD
 OP1395'ENT, 4.3 FT SE OF NAIL AND DISK IN SOUTH       GATE POST, 2 FT ENE OF
 OP1395'FENCELINE, 1.4 FT WEST OF W IT POST, MAGNETIC, FLUSH,     GOOD FOR
 OP1395'GPS,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1393 ***********************************************************************
 OP1393  DESIGNATION -  5107 K
 OP1393  PID         -  OP1393
 OP1393  STATE/COUNTY-  MN/MURRAY
 OP1393  COUNTRY     -  US
 OP1393  USGS QUAD   -  CHANDLER (1967)
 OP1393
 OP1393                         *CURRENT SURVEY CONTROL
 OP1393  ______________________________________________________________________
 OP1393* NAD 83(2007) POSITION- 43 57 29.81845(N) 095 56 37.36882(W)   ADJUSTED  
 OP1393* NAD 83(2007) ELLIP HT-   478.533 (meters)        (02/10/07)   ADJUSTED
 OP1393* NAD 83(2007) EPOCH   -  2002.00
 OP1393* NAVD 88 ORTHO HEIGHT -   504.723  (meters)    1655.91  (feet) ADJUSTED  
 OP1393  ______________________________________________________________________
 OP1393  NAD 83(2007) X  -   -476,237.033 (meters)                     COMP
 OP1393  NAD 83(2007) Y  - -4,574,315.571 (meters)                     COMP
 OP1393  NAD 83(2007) Z  -  4,405,088.277 (meters)                     COMP
 OP1393  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC09
 OP1393  GEOID HEIGHT    -        -26.19  (meters)                     GEOID09
 OP1393  DYNAMIC HEIGHT  -        504.616 (meters)     1655.56  (feet) COMP
 OP1393  MODELED GRAVITY -    980,390.1   (mgal)                       NAVD 88
 OP1393
 OP1393  VERT ORDER      -  SECOND    CLASS I
 OP1393
 OP1393  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1393  Type                                         Horiz  Ellip  Dist(km)
 OP1393  -------------------------------------------------------------------
 OP1393  NETWORK                                       0.65   0.55
 OP1393  -------------------------------------------------------------------
 OP1393  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.68   0.39      3.04
 OP1393  -------------------------------------------------------------------
 OP1393  NOTE: Click here for information on individual local accuracy
 OP1393  values and other accuracy information.
 OP1393
 OP1393
 OP1393.The horizontal coordinates were established by GPS observations
 OP1393.and adjusted by the National Geodetic Survey in February 2007.
 OP1393
 OP1393.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1393.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1393
 OP1393.The horizontal coordinates are valid at the epoch date displayed above
 OP1393.which is a decimal equivalence of Year/Month/Day.
 OP1393
 OP1393.The orthometric height was determined by differential leveling and
 OP1393.adjusted in June 1995.
 OP1393
 OP1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1393
 OP1393.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1393
 OP1393.The ellipsoidal height was determined by GPS observations
 OP1393.and is referenced to NAD 83.
 OP1393
 OP1393.The dynamic height is computed by dividing the NAVD 88
 OP1393.geopotential number by the normal gravity value computed on the
 OP1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1393.degrees latitude (g = 980.6199 gals.).
 OP1393
 OP1393.The modeled gravity was interpolated from observed gravity values.
 OP1393
 OP1393. The following values were computed from the NAD 83(2007) position.
 OP1393
 OP1393;                    North         East     Units Scale Factor Converg.
 OP1393;SPC MN S     -   208,331.582   644,012.840   MT  0.99996669   -1 21 44.7
 OP1393;SPC MN S     -   683,501.20  2,112,898.79   sFT  0.99996669   -1 21 44.7
 OP1393;UTM  15      - 4,871,452.740   263,821.155   MT  1.00028611   -2 02 39.4
 OP1393;UTM  14      - 4,871,781.317   745,211.061   MT  1.00033960   +2 07 21.1
 OP1393
 OP1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1393!SPC MN S     -   0.99992497  x   0.99996669  =   0.99989166
 OP1393!UTM  15      -   0.99992497  x   1.00028611  =   1.00021106
 OP1393!UTM  14      -   0.99992497  x   1.00033960  =   1.00026454
 OP1393
 OP1393:                Primary Azimuth Mark                     Grid Az
 OP1393:SPC MN S     -  5107 G                                   182 31 22.5
 OP1393:UTM  15      -  5107 G                                   183 12 17.2
 OP1393:UTM  14      -  5107 G                                   179 02 16.7
 OP1393
 OP1393|---------------------------------------------------------------------|
 OP1393| PID    Reference Object                     Distance      Geod. Az  |
 OP1393|                                                           dddmmss.s |
 OP1393| OP1394 5107 G                              APPROX. 0.9 KM 1810937.8 |
 OP1393|---------------------------------------------------------------------|
 OP1393
 OP1393                          SUPERSEDED SURVEY CONTROL
 OP1393
 OP1393  NAD 83(1996)-  43 57 29.81817(N)    095 56 37.36797(W) AD(       ) 1
 OP1393  ELLIP H (01/28/03)  478.560  (m)                       GP(       ) 3 2
 OP1393  NAVD 88 (01/28/03)  504.72   (m)         1655.9    (f) LEVELING    3  
 OP1393
 OP1393.Superseded values are not recommended for survey control.
 OP1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1393.See file dsdata.txt to determine how the superseded data were derived.
 OP1393
 OP1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6382171452(NAD 83)
 OP1393
 OP1393_MARKER: DD = SURVEY DISK
 OP1393_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1393_SP_SET: ALUMINUM ALLOY ROD
 OP1393_STAMPING: 5107 K 1987
 OP1393_MARK LOGO: MNDT  
 OP1393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1393+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2001
 OP1393
 OP1393  HISTORY     - Date     Condition        Report By
 OP1393  HISTORY     - 1987     MONUMENTED       MNDT
 OP1393  HISTORY     - 20010401 GOOD             MNDT
 OP1393
 OP1393                          STATION DESCRIPTION
 OP1393
 OP1393'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1393'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) NORTH OF THE TOWN OF
 OP1393'CHANDLER, IN THE NE 1/4 OF SECTION 25, T106N, R43W, NEAR A FIELD
 OP1393'ENTRANCE ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 91 AT MILEPOINT
 OP1393'35.95, 2.2 MI (3.5 KM) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION
 OP1393'WITH COUNTY ROAD 4 AT CHANDLER.  THE MARK, A STANDARD MNDT ALUMINUM
 OP1393'VERTICAL CONTROL MONUMENT DISK STAMPED---5107 K 1987---, IS SET ON
 OP1393'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 40-FOOT LONG ALUMINUM ROD
 OP1393'THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2.5 FT
 OP1393'(0.8 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 54.5 FT
 OP1393'(16.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 91, 50 FT (15.2 M)
 OP1393'NORTH OF THE CENTER OF A FIELD ENTRANCE, 3.3 FT (1.0 M)
 OP1393'SOUTH-SOUTHEAST OF A POWER POLE, AND 0.9 FT (27.4 CM) WEST OF A STEEL
 OP1393'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 OP1393
 OP1393                          STATION RECOVERY (2001)
 OP1393
 OP1393'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1393'THE MARK WAS RECOVERED 2.1 MI NORTH ON TH 91 FROM JCT OF TH 91 AND CO
 OP1393'RD 4 AT CHANDLER, AT TH  91 MP    35.95, 54.5 FT WEST OF TH 91, 50 FT
 OP1393'NORTH OF FIELD ENT, 3.3 FT SSE OF P-POLE,   0.9 FT WEST OF WIT POST,
 OP1393'MAGNETIC, FLUSH, GOOD FOR  GPS,
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1392 ***********************************************************************
 OP1392  DESIGNATION -  5107 L
 OP1392  PID         -  OP1392
 OP1392  STATE/COUNTY-  MN/MURRAY
 OP1392  COUNTRY     -  US
 OP1392  USGS QUAD   -  CHANDLER (1967)
 OP1392
 OP1392                         *CURRENT SURVEY CONTROL
 OP1392  ______________________________________________________________________
 OP1392* NAD 83(1986) POSITION- 43 58 17.9    (N) 095 56 36.3    (W)   HD_HELD2  
 OP1392* NAVD 88 ORTHO HEIGHT -   499.506  (meters)    1638.80  (feet) ADJUSTED  
 OP1392  ______________________________________________________________________
 OP1392  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 OP1392  DYNAMIC HEIGHT  -        499.399 (meters)     1638.44  (feet) COMP
 OP1392  MODELED GRAVITY -    980,388.9   (mgal)                       NAVD 88
 OP1392
 OP1392  VERT ORDER      -  SECOND    CLASS I
 OP1392
 OP1392.The horizontal coordinates were established by autonomous hand held GPS
 OP1392.observations and have an estimated accuracy of +/- 10 meters.
 OP1392.
 OP1392.The orthometric height was determined by differential leveling and
 OP1392.adjusted in June 1995.
 OP1392
 OP1392.The dynamic height is computed by dividing the NAVD 88
 OP1392.geopotential number by the normal gravity value computed on the
 OP1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1392.degrees latitude (g = 980.6199 gals.).
 OP1392
 OP1392.The modeled gravity was interpolated from observed gravity values.
 OP1392
 OP1392;                    North         East    Units  Estimated Accuracy
 OP1392;SPC MN S     -   209,815.      644,072.      MT  (+/- 10 meters HH2 GPS)
 OP1392
 OP1392                          SUPERSEDED SURVEY CONTROL
 OP1392
 OP1392.No superseded survey control is available for this station.
 OP1392
 OP1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6389772935(NAD 83)
 OP1392
 OP1392_MARKER: DD = SURVEY DISK
 OP1392_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1392_SP_SET: BRIDGE ABUTMENT
 OP1392_STAMPING: 5107 L 1987
 OP1392_MARK LOGO: MNDT  
 OP1392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1392
 OP1392  HISTORY     - Date     Condition        Report By
 OP1392  HISTORY     - 1987     MONUMENTED       MNDT
 OP1392  HISTORY     - 20010401 GOOD             MNDT
 OP1392
 OP1392                          STATION DESCRIPTION
 OP1392
 OP1392'DESCRIBED BY MN DEPT OF TRANSP 1987
 OP1392'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF LAKE
 OP1392'WILSON, IN THE SW 1/4 OF SECTION 19, T106N, R42W, IN THE SOUTHEAST
 OP1392'CORNER OF A TRUNK HIGHWAY 91 BRIDGE (NUMBER 6754) OVER A DRAINAGE
 OP1392'DITCH, 1.55 MI (2.49 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS
 OP1392'JUNCTION WITH TRUNK HIGHWAY 30 AT THE EAST EDGE OF LAKE WILSON.  THE
 OP1392'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5107 L 1987---, IS
 OP1392'SET FLUSH IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE BRIDGE AND
 OP1392'ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS
 OP1392'17.5 FT (5.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 91 AT
 OP1392'MILEPOINT 36.85.
 OP1392
 OP1392                          STATION RECOVERY (2001)
 OP1392
 OP1392'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 OP1392'THE MARK WAS RECOVERED 1.55 MI SOUTH ON TH 91 FROM JCT OF TH 91 AND TH
 OP1392'30 AT LAKE WILSON, IN SE COR OF TH 91 BRDG 6754 OVER DRAINAGE DITCH,
 OP1392'AT TH 91 MP 36.85, NOT GOOD FOR GPS
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7664 ***********************************************************************
 AI7664  DESIGNATION -  5107 M
 AI7664  PID         -  AI7664
 AI7664  STATE/COUNTY-  MN/MURRAY
 AI7664  COUNTRY     -  US
 AI7664  USGS QUAD   -  SLAYTON SW (1967)
 AI7664
 AI7664                         *CURRENT SURVEY CONTROL
 AI7664  ______________________________________________________________________
 AI7664* NAD 83(2007) POSITION- 43 51 04.18717(N) 095 56 39.81850(W)   ADJUSTED  
 AI7664* NAD 83(2007) ELLIP HT-   495.650 (meters)        (02/10/07)   ADJUSTED
 AI7664* NAD 83(2007) EPOCH   -  2002.00
 AI7664* NAVD 88 ORTHO HEIGHT -   521.893  (meters)    1712.24  (feet) ADJUSTED  
 AI7664  ______________________________________________________________________
 AI7664  NAD 83(2007) X  -   -477,147.477 (meters)                     COMP
 AI7664  NAD 83(2007) Y  - -4,582,532.087 (meters)                     COMP
 AI7664  NAD 83(2007) Z  -  4,396,524.086 (meters)                     COMP
 AI7664  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC09
 AI7664  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 AI7664  DYNAMIC HEIGHT  -        521.772 (meters)     1711.85  (feet) COMP
 AI7664  MODELED GRAVITY -    980,371.4   (mgal)                       NAVD 88
 AI7664
 AI7664  VERT ORDER      -  SECOND    CLASS I
 AI7664
 AI7664  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7664  Type                                         Horiz  Ellip  Dist(km)
 AI7664  -------------------------------------------------------------------
 AI7664  NETWORK                                       0.36   0.53
 AI7664  -------------------------------------------------------------------
 AI7664  MEDIAN LOCAL ACCURACY AND DIST (015 points)   0.42   0.63      6.93
 AI7664  -------------------------------------------------------------------
 AI7664  NOTE: Click here for information on individual local accuracy
 AI7664  values and other accuracy information.
 AI7664
 AI7664
 AI7664.The horizontal coordinates were established by GPS observations
 AI7664.and adjusted by the National Geodetic Survey in February 2007.
 AI7664
 AI7664.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7664.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7664
 AI7664.The horizontal coordinates are valid at the epoch date displayed above
 AI7664.which is a decimal equivalence of Year/Month/Day.
 AI7664
 AI7664.The orthometric height was determined by differential leveling and
 AI7664.adjusted in January 2001.
 AI7664
 AI7664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7664
 AI7664.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7664
 AI7664.The ellipsoidal height was determined by GPS observations
 AI7664.and is referenced to NAD 83.
 AI7664
 AI7664.The dynamic height is computed by dividing the NAVD 88
 AI7664.geopotential number by the normal gravity value computed on the
 AI7664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7664.degrees latitude (g = 980.6199 gals.).
 AI7664
 AI7664.The modeled gravity was interpolated from observed gravity values.
 AI7664
 AI7664. The following values were computed from the NAD 83(2007) position.
 AI7664
 AI7664;                    North         East     Units Scale Factor Converg.
 AI7664;SPC MN S     -   196,434.411   643,675.162   MT  0.99998599   -1 21 46.4
 AI7664;SPC MN S     -   644,468.56  2,111,790.93   sFT  0.99998599   -1 21 46.4
 AI7664;UTM  15      - 4,859,556.710   263,342.180   MT  1.00028892   -2 02 26.8
 AI7664;UTM  14      - 4,859,881.267   745,596.903   MT  1.00034195   +2 07 04.6
 AI7664
 AI7664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7664!SPC MN S     -   0.99992228  x   0.99998599  =   0.99990828
 AI7664!UTM  15      -   0.99992228  x   1.00028892  =   1.00021118
 AI7664!UTM  14      -   0.99992228  x   1.00034195  =   1.00026421
 AI7664
 AI7664:                Primary Azimuth Mark                     Grid Az
 AI7664:SPC MN S     -  5107 N                                   003 26 04.1
 AI7664:UTM  15      -  5107 N                                   004 06 44.5
 AI7664:UTM  14      -  5107 N                                   359 57 13.1
 AI7664
 AI7664|---------------------------------------------------------------------|
 AI7664| PID    Reference Object                     Distance      Geod. Az  |
 AI7664|                                                           dddmmss.s |
 AI7664| AI7665 5107 N                              APPROX. 1.3 KM 0020417.7 |
 AI7664|---------------------------------------------------------------------|
 AI7664
 AI7664                          SUPERSEDED SURVEY CONTROL
 AI7664
 AI7664  NAD 83(1996)-  43 51 04.18674(N)    095 56 39.81754(W) AD(       ) 1
 AI7664  ELLIP H (11/13/02)  495.676  (m)                       GP(       ) 3 1
 AI7664  NAVD 88 (11/13/02)  521.89   (m)         1712.2    (f) LEVELING    3  
 AI7664
 AI7664.Superseded values are not recommended for survey control.
 AI7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7664.See file dsdata.txt to determine how the superseded data were derived.
 AI7664
 AI7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6334259556(NAD 83)
 AI7664
 AI7664_MARKER: DD = SURVEY DISK
 AI7664_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7664_STAMPING: 5107 M 1999
 AI7664_MARK LOGO: MNDT  
 AI7664_PROJECTION: FLUSH
 AI7664_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7664+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2003
 AI7664_ROD/PIPE-DEPTH:  4.6 meters
 AI7664
 AI7664  HISTORY     - Date     Condition        Report By
 AI7664  HISTORY     - 1999     MONUMENTED       MNDT
 AI7664  HISTORY     - 20000404 GOOD             MNDT
 AI7664  HISTORY     - 20010401 GOOD             MNDT
 AI7664  HISTORY     - 20030311 GOOD             MNDT
 AI7664
 AI7664                          STATION DESCRIPTION
 AI7664
 AI7664'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7664'5.3 MI (8.5 KM) SOUTH OF CHANDLER, 5.3 MI (8.5 KM) SOUTH ALONG TH 91
 AI7664'FROM JCT OF TH 91 AND CO RD 4 IN CHANDLER, AT TH 91 MP 28.55, 71 FT
 AI7664'(21.6 M) SW OF TH 91, 29.5 FT (9.0 M) WEST OF ROAD, 7.7 FT (2.3 M) SE
 AI7664'OF P-POLE, 3 FT (0.9 M) EAST OF FENCE, 2.1 FT (0.6 M) EAST OF WIT
 AI7664'POST.
 AI7664
 AI7664                          STATION RECOVERY (2000)
 AI7664
 AI7664'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (TJA)
 AI7664'RECOVERED AS DESCRIBED.
 AI7664
 AI7664                          STATION RECOVERY (2001)
 AI7664
 AI7664'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 AI7664'THE MARK WAS RECOVERED 5.3 MI SOUTH OF CHANDLER, 5.3 MI SOUTH ALONG TH
 AI7664'91 FROM JCT OF TH 91 A ND CO RD  4 IN CHANDLER, AT TH 91 MP 28.55, 71
 AI7664'FT SW OF TH 91, 29.5 FT  WEST OF RD, 7.7    FT SE OF P-POLE, 3 FT EAST
 AI7664'OF FENCE, 2.1 FT EAST O F WIT POST, MARK IS FLUSH,    MAGNETIC, GOOD
 AI7664'FOR GPS
 AI7664
 AI7664                          STATION RECOVERY (2003)
 AI7664
 AI7664'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS)
 AI7664'THE MARK WAS RECOVERED AS DESCRIBED, FLUSH.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7665 ***********************************************************************
 AI7665  DESIGNATION -  5107 N
 AI7665  PID         -  AI7665
 AI7665  STATE/COUNTY-  MN/MURRAY
 AI7665  COUNTRY     -  US
 AI7665  USGS QUAD   -  SLAYTON SW (1967)
 AI7665
 AI7665                         *CURRENT SURVEY CONTROL
 AI7665  ______________________________________________________________________
 AI7665* NAD 83(2007) POSITION- 43 51 47.17196(N) 095 56 37.66953(W)   ADJUSTED  
 AI7665* NAD 83(2007) ELLIP HT-   497.658 (meters)        (02/10/07)   ADJUSTED
 AI7665* NAD 83(2007) EPOCH   -  2002.00
 AI7665* NAVD 88 ORTHO HEIGHT -   523.918  (meters)    1718.89  (feet) ADJUSTED  
 AI7665  ______________________________________________________________________
 AI7665  NAD 83(2007) X  -   -477,004.691 (meters)                     COMP
 AI7665  NAD 83(2007) Y  - -4,581,624.167 (meters)                     COMP
 AI7665  NAD 83(2007) Z  -  4,397,482.174 (meters)                     COMP
 AI7665  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC09
 AI7665  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 AI7665  DYNAMIC HEIGHT  -        523.796 (meters)     1718.49  (feet) COMP
 AI7665  MODELED GRAVITY -    980,369.5   (mgal)                       NAVD 88
 AI7665
 AI7665  VERT ORDER      -  SECOND    CLASS I
 AI7665
 AI7665  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7665  Type                                         Horiz  Ellip  Dist(km)
 AI7665  -------------------------------------------------------------------
 AI7665  NETWORK                                       0.38   0.51
 AI7665  -------------------------------------------------------------------
 AI7665  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.45      1.78
 AI7665  -------------------------------------------------------------------
 AI7665  NOTE: Click here for information on individual local accuracy
 AI7665  values and other accuracy information.
 AI7665
 AI7665
 AI7665.The horizontal coordinates were established by GPS observations
 AI7665.and adjusted by the National Geodetic Survey in February 2007.
 AI7665
 AI7665.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7665.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7665
 AI7665.The horizontal coordinates are valid at the epoch date displayed above
 AI7665.which is a decimal equivalence of Year/Month/Day.
 AI7665
 AI7665.The orthometric height was determined by differential leveling and
 AI7665.adjusted in January 2001.
 AI7665
 AI7665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7665
 AI7665.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7665
 AI7665.The ellipsoidal height was determined by GPS observations
 AI7665.and is referenced to NAD 83.
 AI7665
 AI7665.The dynamic height is computed by dividing the NAVD 88
 AI7665.geopotential number by the normal gravity value computed on the
 AI7665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7665.degrees latitude (g = 980.6199 gals.).
 AI7665
 AI7665.The modeled gravity was interpolated from observed gravity values.
 AI7665
 AI7665. The following values were computed from the NAD 83(2007) position.
 AI7665
 AI7665;                    North         East     Units Scale Factor Converg.
 AI7665;SPC MN S     -   197,759.545   643,754.690   MT  0.99998367   -1 21 44.9
 AI7665;SPC MN S     -   648,816.11  2,112,051.85   sFT  0.99998367   -1 21 44.9
 AI7665;UTM  15      - 4,860,881.213   263,437.414   MT  1.00028836   -2 02 26.9
 AI7665;UTM  14      - 4,861,209.259   745,595.823   MT  1.00034194   +2 07 07.7
 AI7665
 AI7665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7665!SPC MN S     -   0.99992197  x   0.99998367  =   0.99990564
 AI7665!UTM  15      -   0.99992197  x   1.00028836  =   1.00021031
 AI7665!UTM  14      -   0.99992197  x   1.00034194  =   1.00026388
 AI7665
 AI7665:                Primary Azimuth Mark                     Grid Az
 AI7665:SPC MN S     -  5107 C                                   001 34 46.1
 AI7665:UTM  15      -  5107 C                                   002 15 28.1
 AI7665:UTM  14      -  5107 C                                   358 05 53.5
 AI7665
 AI7665|---------------------------------------------------------------------|
 AI7665| PID    Reference Object                     Distance      Geod. Az  |
 AI7665|                                                           dddmmss.s |
 AI7665| AI7663 5107 C                              APPROX. 1.6 KM 0001301.2 |
 AI7665| AI7664 5107 M                              APPROX. 1.3 KM 1820419.2 |
 AI7665|---------------------------------------------------------------------|
 AI7665
 AI7665                          SUPERSEDED SURVEY CONTROL
 AI7665
 AI7665  NAD 83(1996)-  43 51 47.17150(N)    095 56 37.66865(W) AD(       ) 1
 AI7665  ELLIP H (11/13/02)  497.684  (m)                       GP(       ) 3 1
 AI7665  NAVD 88 (11/13/02)  523.92   (m)         1718.9    (f) LEVELING    3  
 AI7665
 AI7665.Superseded values are not recommended for survey control.
 AI7665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7665.See file dsdata.txt to determine how the superseded data were derived.
 AI7665
 AI7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6343760881(NAD 83)
 AI7665
 AI7665_MARKER: DD = SURVEY DISK
 AI7665_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7665_STAMPING: 5107 N 1999
 AI7665_MARK LOGO: MNDT  
 AI7665_PROJECTION: FLUSH
 AI7665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7665+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2000
 AI7665_ROD/PIPE-DEPTH:  6.1 meters
 AI7665
 AI7665  HISTORY     - Date     Condition        Report By
 AI7665  HISTORY     - 1999     MONUMENTED       MNDT
 AI7665  HISTORY     - 20000404 GOOD             MNDT
 AI7665  HISTORY     - 20010401 GOOD             MNDT
 AI7665
 AI7665                          STATION DESCRIPTION
 AI7665
 AI7665'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7665'4.45 MI (7.16 KM) SOUTH ALONG TH 91 FROM JCT OF TH 91 AND CO RD 4 IN
 AI7665'CHANDLER, AT TH 91 MP 29.40, 93 FT (28.3 M) EAST OF TH 91, 36 FT (11.0
 AI7665'M) SOUTH OF 11TH ST, 34.6 FT (10.5 M) EAST OF CABLE MARKER, 16 FT (4.9
 AI7665'M) EAST OF ENT, 1.8 FT (0.5 M) WEST OF WIT POST.
 AI7665
 AI7665                          STATION RECOVERY (2000)
 AI7665
 AI7665'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DGH)
 AI7665'RECOVERED AS DESCRIBED.
 AI7665
 AI7665                          STATION RECOVERY (2001)
 AI7665
 AI7665'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH)
 AI7665'THE MARK WAS RECOVERED 4.45 MI SOUTH ALONG TH 91 FROM JCT OF TH 91 AND
 AI7665'CO RD 4 IN CHANDLER, A T TH 91   MP 29.40, 93 FT EAST OF TH 91, 36 FT
 AI7665'SOUTH OF 11TH ST, 34.6 FT EAST OF CABLE    MARKER, 16 FT EAST OF ENT,
 AI7665'1.8 FT WEST OF WIT POST , MARK IS FLUSH, MAGNETIC,    GOOD FOR GPS
 AI7665'
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DK3058 ***********************************************************************
 DK3058  DESIGNATION -  519 MCM
 DK3058  PID         -  DK3058
 DK3058  STATE/COUNTY-  MN/HENNEPIN
 DK3058  COUNTRY     -  US
 DK3058  USGS QUAD   -  ST PAUL WEST (1993)
 DK3058
 DK3058                         *CURRENT SURVEY CONTROL
 DK3058  ______________________________________________________________________
 DK3058* NAD 83(2007) POSITION- 44 58 36.95313(N) 093 14 49.98593(W)   ADJUSTED  
 DK3058* NAD 83(2007) ELLIP HT-   221.359 (meters)        (07/31/09)   ADJUSTED
 DK3058* NAD 83(2007) EPOCH   -  2002.00
 DK3058* NAVD 88 ORTHO HEIGHT -   248.487  (meters)     815.24  (feet) ADJUSTED  
 DK3058  ______________________________________________________________________
 DK3058  NAD 83(2007) X  -   -256,007.378 (meters)                     COMP
 DK3058  NAD 83(2007) Y  - -4,512,303.366 (meters)                     COMP
 DK3058  NAD 83(2007) Z  -  4,485,691.733 (meters)                     COMP
 DK3058  LAPLACE CORR    -         -3.34  (seconds)                    DEFLEC09
 DK3058  GEOID HEIGHT    -        -27.16  (meters)                     GEOID09
 DK3058  DYNAMIC HEIGHT  -        248.481 (meters)      815.22  (feet) COMP
 DK3058  MODELED GRAVITY -    980,583.6   (mgal)                       NAVD 88
 DK3058
 DK3058  HORZ ORDER      -  FIRST
 DK3058  VERT ORDER      -  SECOND    CLASS I
 DK3058  ELLP ORDER      -  THIRD     CLASS I
 DK3058
 DK3058.The horizontal coordinates were established by GPS observations
 DK3058.and adjusted by the National Geodetic Survey in July 2009.
 DK3058
 DK3058.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DK3058.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DK3058
 DK3058.The horizontal coordinates are valid at the epoch date displayed above
 DK3058.which is a decimal equivalence of Year/Month/Day.
 DK3058
 DK3058.The orthometric height was determined by differential leveling and
 DK3058.adjusted in July 2011.
 DK3058
 DK3058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK3058
 DK3058.The Laplace correction was computed from DEFLEC09 derived deflections.
 DK3058
 DK3058.The ellipsoidal height was determined by GPS observations
 DK3058.and is referenced to NAD 83.
 DK3058
 DK3058.The dynamic height is computed by dividing the NAVD 88
 DK3058.geopotential number by the normal gravity value computed on the
 DK3058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3058.degrees latitude (g = 980.6199 gals.).
 DK3058
 DK3058.The modeled gravity was interpolated from observed gravity values.
 DK3058
 DK3058. The following values were computed from the NAD 83(2007) position.
 DK3058
 DK3058;                    North         East     Units Scale Factor Converg.
 DK3058;SPC MN S     -   319,936.634   859,374.840   MT  0.99995644   +0 31 39.5
 DK3058;SPC MN S     - 1,049,658.77  2,819,465.62   sFT  0.99995644   +0 31 39.5
 DK3058;UTM  15      - 4,980,417.503   480,507.598   MT  0.99960467   -0 10 29.1
 DK3058
 DK3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK3058!SPC MN S     -   0.99996529  x   0.99995644  =   0.99992174
 DK3058!UTM  15      -   0.99996529  x   0.99960467  =   0.99956998
 DK3058
 DK3058|---------------------------------------------------------------------|
 DK3058| PID    Reference Object                     Distance      Geod. Az  |
 DK3058|                                                           dddmmss.s |
 DK3058| DK3048 GARDNER                             352.365 METERS 07851     |
 DK3058| DK3052 SHANTY                              173.619 METERS 08211     |
 DK3058| DK3054 TEATER                              374.992 METERS 21322     |
 DK3058|---------------------------------------------------------------------|
 DK3058
 DK3058                          SUPERSEDED SURVEY CONTROL
 DK3058
 DK3058  NAD 83(1996)-  44 58 36.95313(N)    093 14 49.98550(W) AD(       ) 1
 DK3058  ELLIP H (01/10/08)  221.393  (m)                       GP(       ) 3 1
 DK3058  NAVD 88 (01/10/08)  248.5    (m)  GEOID03 model used   GPS OBS        
 DK3058
 DK3058.Superseded values are not recommended for survey control.
 DK3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK3058.See file dsdata.txt to determine how the superseded data were derived.
 DK3058
 DK3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK8050780417(NAD 83)
 DK3058
 DK3058_MARKER: DD = SURVEY DISK
 DK3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3058_STAMPING: 519 73
 DK3058_MARK LOGO: MN4760
 DK3058_PROJECTION: RECESSED 25 CENTIMETERS
 DK3058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DK3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3058+STABILITY: SURFACE MOTION
 DK3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3058+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2007
 DK3058
 DK3058  HISTORY     - Date     Condition        Report By
 DK3058  HISTORY     - 1941     MONUMENTED       MN4760
 DK3058  HISTORY     - 20070823 GOOD             MNDT
 DK3058
 DK3058                          STATION DESCRIPTION
 DK3058
 DK3058'DESCRIBED BY CITY OF MINNEAPOLIS MINNESOTA 1941
 DK3058'IN MINNEAPOLIS, 0.10 MILES NORTHWEST ALONG WASHINGTON AVENUE FROM THE
 DK3058'JUCNTION OF WASHINGTON AVENUE AND INTERSTATE 35 WEST IN MINNEAPOLIS,
 DK3058'THENCE ONE BLOCK NORTHEAST ON SOUTH 12 TH AVENUE, THENCE ONE BLOCK
 DK3058'SOUTHEAST ON SOUTH 2ND STREET, THENCE 0.10 MILES NORTHEAST ON 13 TH
 DK3058'AVENUE, THENCE 150 FEET EAST TO MIDDLE OF PARKING LOT, 2 FEET SOUTH OF
 DK3058'SOUTH END OF PARKING LOT, 4.5 FEET SOUTHEAST OF EAST END OF CURB, 89
 DK3058'FEET WEST OF LIGHT POLE, 14.50 FEET NORTHEAST OF TREE.
 DK3058
 DK3058                          STATION RECOVERY (2007)
 DK3058
 DK3058'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 DK3058'THE STATION IS LOCATED ABOUT 7.9 MI (12.7 KM) WEST-NORTHWEST OF SAINT
 DK3058'PAUL, 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF NEW BRIGHTON AND IN
 DK3058'EAST-SOUTHEAST MINNEAPOLIS.
 DK3058' 
 DK3058'TO REACH THE MARK FROM THE JUNCTION OF WASHINGTON AVENUE AND
 DK3058'INTERSTATE 35 WEST GO 0.10 MI (0.2 KM) NORTHWEST ALONG WASHINGTON
 DK3058'AVENUE, THENCE ONE BLOCK NORTHEAST ON SOUTH 12TH AVENUE, THENCE ONE
 DK3058'BLOCK SOUTHEAST ON SOUTH SECOND STREET, THENCE 0.10 MI (0.2 KM)
 DK3058'NORTHEAST ON 13TH AVENUE, THENCE 150 FT (45.7 M) EAST TO MIDDLE OF A
 DK3058'PARKING LOT AND MARK.
 DK3058' 
 DK3058'THE MARK IS 89 FT (27.1 M) WEST OF A LIGHT POLE, 14.50 FT (4.4 M)
 DK3058'NORTHEAST OF A TREE, 4.5 FT (1.4 M) SOUTHEAST OF THE EAST END OF A
 DK3058'CURB, 2 FT (0.6 M) SOUTH OF THE SOUTH END OF THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5941 ***********************************************************************
 DF5941  DESIGNATION -  52
 DF5941  PID         -  DF5941
 DF5941  STATE/COUNTY-  MN/PINE
 DF5941  COUNTRY     -  US
 DF5941  USGS QUAD   -  ASKOV LOOKOUT TOWER (1981)
 DF5941
 DF5941                         *CURRENT SURVEY CONTROL
 DF5941  ______________________________________________________________________
 DF5941* NAD 83(2007) POSITION- 46 11 12.64095(N) 092 40 10.30082(W)   ADJUSTED  
 DF5941* NAD 83(2007) ELLIP HT-   327.752 (meters)        (02/10/07)   ADJUSTED
 DF5941* NAD 83(2007) EPOCH   -  2002.00
 DF5941* NAVD 88 ORTHO HEIGHT -   354.847  (meters)    1164.19  (feet) ADJUSTED  
 DF5941  ______________________________________________________________________
 DF5941  NAD 83(2007) X  -   -206,029.300 (meters)                     COMP
 DF5941  NAD 83(2007) Y  - -4,418,783.462 (meters)                     COMP
 DF5941  NAD 83(2007) Z  -  4,579,886.589 (meters)                     COMP
 DF5941  LAPLACE CORR    -          8.38  (seconds)                    DEFLEC09
 DF5941  GEOID HEIGHT    -        -27.11  (meters)                     GEOID09
 DF5941  DYNAMIC HEIGHT  -        354.866 (meters)     1164.26  (feet) COMP
 DF5941  MODELED GRAVITY -    980,657.5   (mgal)                       NAVD 88
 DF5941
 DF5941  VERT ORDER      -  SECOND    CLASS I
 DF5941
 DF5941  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5941  Type                                         Horiz  Ellip  Dist(km)
 DF5941  -------------------------------------------------------------------
 DF5941  NETWORK                                       1.12   0.73
 DF5941  -------------------------------------------------------------------
 DF5941  MEDIAN LOCAL ACCURACY AND DIST (009 points)   1.31   0.76     10.28
 DF5941  -------------------------------------------------------------------
 DF5941  NOTE: Click here for information on individual local accuracy
 DF5941  values and other accuracy information.
 DF5941
 DF5941
 DF5941.The horizontal coordinates were established by GPS observations
 DF5941.and adjusted by the National Geodetic Survey in February 2007.
 DF5941
 DF5941.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5941.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5941
 DF5941.The horizontal coordinates are valid at the epoch date displayed above
 DF5941.which is a decimal equivalence of Year/Month/Day.
 DF5941
 DF5941.The orthometric height was determined by differential leveling and
 DF5941.adjusted in January 2012.
 DF5941
 DF5941.No vertical observational check was made to the station.
 DF5941
 DF5941.Photographs are available for this station.
 DF5941
 DF5941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5941
 DF5941.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5941
 DF5941.The ellipsoidal height was determined by GPS observations
 DF5941.and is referenced to NAD 83.
 DF5941
 DF5941.The dynamic height is computed by dividing the NAVD 88
 DF5941.geopotential number by the normal gravity value computed on the
 DF5941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5941.degrees latitude (g = 980.6199 gals.).
 DF5941
 DF5941.The modeled gravity was interpolated from observed gravity values.
 DF5941
 DF5941. The following values were computed from the NAD 83(2007) position.
 DF5941
 DF5941;                    North         East     Units Scale Factor Converg.
 DF5941;SPC MN C     -   233,130.156   921,998.623   MT  0.99992535   +1 08 35.9
 DF5941;SPC MN C     -   764,861.19  3,024,923.82   sFT  0.99992535   +1 08 35.9
 DF5941;UTM  15      - 5,114,860.634   525,502.936   MT  0.99960800   +0 14 18.5
 DF5941
 DF5941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5941!SPC MN C     -   0.99994862  x   0.99992535  =   0.99987398
 DF5941!UTM  15      -   0.99994862  x   0.99960800  =   0.99955664
 DF5941
 DF5941                          SUPERSEDED SURVEY CONTROL
 DF5941
 DF5941  NAD 83(1996)-  46 11 12.64087(N)    092 40 10.30052(W) AD(       ) 1
 DF5941  ELLIP H (05/27/03)  327.793  (m)                       GP(       ) 3 1
 DF5941  NAVD 88 (05/27/03)  354.9    (m)  GEOID99 model used   GPS OBS        
 DF5941
 DF5941.Superseded values are not recommended for survey control.
 DF5941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5941.See file dsdata.txt to determine how the superseded data were derived.
 DF5941
 DF5941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM2550214860(NAD 83)
 DF5941
 DF5941_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5941_STAMPING: NO 52
 DF5941_MARK LOGO: MN-115
 DF5941_PROJECTION: FLUSH
 DF5941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5941+STABILITY: SURFACE MOTION
 DF5941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5941+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2008
 DF5941
 DF5941  HISTORY     - Date     Condition        Report By
 DF5941  HISTORY     - 1999     MONUMENTED       MN-115
 DF5941  HISTORY     - 20070709 GOOD             MNDT
 DF5941  HISTORY     - 20080123 GOOD             MNDT
 DF5941
 DF5941                          STATION DESCRIPTION
 DF5941
 DF5941'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5941'5.4 MI (8.7 KM) EAST OF ASKOV ON CO RD 32, 48 FT (14.6 M) NORTH OF CO
 DF5941'RD 32, 0.4 MI (0.6 KM) WEST OF SW CORNER OF SECTION 19, 2 FT (0.6 M)
 DF5941'SOUTH OF WIT POST.
 DF5941
 DF5941                          STATION RECOVERY (2007)
 DF5941
 DF5941'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (KMS)
 DF5941'RECOVERED AS DESCRIBED.
 DF5941
 DF5941                          STATION RECOVERY (2008)
 DF5941
 DF5941'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DF5941'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 RP0011 ***********************************************************************
 RP0011  DESIGNATION -  52 1
 RP0011  PID         -  RP0011
 RP0011  STATE/COUNTY-  MN/WILKIN
 RP0011  COUNTRY     -  US
 RP0011  USGS QUAD   -  BARNESVILLE SW (1981)
 RP0011
 RP0011                         *CURRENT SURVEY CONTROL
 RP0011  ______________________________________________________________________
 RP0011* NAD 83(1986) POSITION- 46 36 55.     (N) 096 24 14.     (W)   SCALED    
 RP0011* NAVD 88 ORTHO HEIGHT -   315.801  (meters)    1036.09  (feet) ADJUSTED  
 RP0011  ______________________________________________________________________
 RP0011  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 RP0011  DYNAMIC HEIGHT  -        315.822 (meters)     1036.16  (feet) COMP
 RP0011  MODELED GRAVITY -    980,672.7   (mgal)                       NAVD 88
 RP0011
 RP0011  VERT ORDER      -  SECOND    CLASS 0
 RP0011
 RP0011.The horizontal coordinates were scaled from a topographic map and have
 RP0011.an estimated accuracy of +/- 6 seconds.
 RP0011.
 RP0011.The orthometric height was determined by differential leveling and
 RP0011.adjusted in June 1991.
 RP0011
 RP0011.The dynamic height is computed by dividing the NAVD 88
 RP0011.geopotential number by the normal gravity value computed on the
 RP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RP0011.degrees latitude (g = 980.6199 gals.).
 RP0011
 RP0011.The modeled gravity was interpolated from observed gravity values.
 RP0011
 RP0011;                    North         East    Units  Estimated Accuracy
 RP0011;SPC MN C     -   281,780.      635,040.      MT  (+/- 180 meters Scaled)
 RP0011
 RP0011                          SUPERSEDED SURVEY CONTROL
 RP0011
 RP0011  NGVD 29 (??/??/92)  315.904  (m)         1036.43   (f) ADJ UNCH    2 0
 RP0011
 RP0011.Superseded values are not recommended for survey control.
 RP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RP0011.See file dsdata.txt to determine how the superseded data were derived.
 RP0011
 RP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TPS987656(NAD 83)
 RP0011
 RP0011_MARKER: Z = SEE DESCRIPTION
 RP0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RP0011_SP_SET: CULVERT
 RP0011_MARK LOGO: MNDT  
 RP0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RP0011
 RP0011  HISTORY     - Date     Condition        Report By
 RP0011  HISTORY     - UNK      MONUMENTED       MNDT
 RP0011  HISTORY     - 1968     GOOD             MNDT
 RP0011  HISTORY     - 20071024 MARK NOT FOUND   MNDT
 RP0011
 RP0011                          STATION DESCRIPTION
 RP0011
 RP0011'DESCRIBED BY MN DEPT OF TRANSP 1968
 RP0011'2.2 MI SE FROM BARNESVILLE.
 RP0011'MARK IS A 3/4 INCH BRASS PLUG IN THE SOUTHEAST CORNER HEADWALL OF A
 RP0011'DOUBLE BOX CULVERT.  MARK IS ABOUT 250 FEET SOUTH OF THE CENTERLINE OF
 RP0011'T.H. 52 AND COUNTY ROAD NO. 32.  NW1/4 SECTION 7, T 136N, R45W. NOTE--
 RP0011'MARK IS LOCATED 2.2 MILES SOUTH OF BARNESVILLE.
 RP0011
 RP0011                          STATION RECOVERY (2007)
 RP0011
 RP0011'RECOVERY NOTE BY MN DEPT OF TRANSP 2007 (MPP)
 RP0011'THE MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PP0251 ***********************************************************************
 PP0251  DESIGNATION -  52 GJS RESET
 PP0251  PID         -  PP0251
 PP0251  STATE/COUNTY-  MN/GOODHUE
 PP0251  COUNTRY     -  US
 PP0251  USGS QUAD   -  WANAMINGO (1980)
 PP0251
 PP0251                         *CURRENT SURVEY CONTROL
 PP0251  ______________________________________________________________________
 PP0251* NAD 83(1986) POSITION- 44 21 56.00   (N) 092 48 03.00   (W)   HD_HELD1  
 PP0251* NAVD 88 ORTHO HEIGHT -   360.887  (meters)    1184.01  (feet) ADJUSTED  
 PP0251  ______________________________________________________________________
 PP0251  GEOID HEIGHT    -        -29.62  (meters)                     GEOID09
 PP0251  DYNAMIC HEIGHT  -        360.823 (meters)     1183.80  (feet) COMP
 PP0251  MODELED GRAVITY -    980,432.4   (mgal)                       NAVD 88
 PP0251
 PP0251  VERT ORDER      -  SECOND    CLASS 0
 PP0251
 PP0251.The horizontal coordinates were established by differentially corrected
 PP0251.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PP0251.
 PP0251.The orthometric height was determined by differential leveling and
 PP0251.adjusted in June 1991.
 PP0251
 PP0251.Photographs are available for this station.
 PP0251
 PP0251.The dynamic height is computed by dividing the NAVD 88
 PP0251.geopotential number by the normal gravity value computed on the
 PP0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PP0251.degrees latitude (g = 980.6199 gals.).
 PP0251
 PP0251.The modeled gravity was interpolated from observed gravity values.
 PP0251
 PP0251;                    North         East    Units  Estimated Accuracy
 PP0251;SPC MN S     -   252,429.6     895,577.5     MT  (+/- 3 meters HH1 GPS) 
 PP0251
 PP0251                          SUPERSEDED SURVEY CONTROL
 PP0251
 PP0251  NGVD 29 (??/??/92)  360.839  (m)         1183.85   (f) ADJ UNCH    2 0
 PP0251
 PP0251.Superseded values are not recommended for survey control.
 PP0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PP0251.See file dsdata.txt to determine how the superseded data were derived.
 PP0251
 PP0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWK1586912494(NAD 83)
 PP0251
 PP0251_MARKER: DD = SURVEY DISK
 PP0251_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PP0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PP0251_STAMPING: 52 GJS RESET 1972
 PP0251_MARK LOGO: USGS  
 PP0251_PROJECTION: FLUSH
 PP0251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PP0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PP0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PP0251+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2009
 PP0251
 PP0251  HISTORY     - Date     Condition        Report By
 PP0251  HISTORY     - 1972     MONUMENTED       MNDT
 PP0251  HISTORY     - 20090803 GOOD             MNDT
 PP0251
 PP0251                          STATION DESCRIPTION
 PP0251
 PP0251'DESCRIBED BY MN DEPT OF TRANSP 1972
 PP0251'IN HADER.
 PP0251'MARK IS LOCATED IN HADER, ABOUT 150 FEET SOUTHWEST OF THE SOUTH BOUND
 PP0251'LANE OF T.H. 52 AT MILE POINT 86.2, 75 FEET SOUTH OF THE SOUTHWEST
 PP0251'CORNER OF A CHAIN LINK FENCE, AROUND AN ELECTRICAL SUB-STATION, 10
 PP0251'FEET EAST OF THE CENTER OF THE ENTRANCE TO THE SUB-STATION, 4 FEET
 PP0251'NORTH OF A POWER POLE, 0.5 FEET SOUTH OF A STEEL WITNESS POST,
 PP0251'CEMENTED IN A 5.8 FOOT PRECAST CONCRETE MONUMENT SET FLUSH WITH THE
 PP0251'GROUND.  NW 1/4 SECTION 1, T 110, R 17.
 PP0251
 PP0251                          STATION RECOVERY (2009)
 PP0251
 PP0251'RECOVERY NOTE BY MN DEPT OF TRANSP 2009 (WEF)
 PP0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1706 ***********************************************************************
 PQ1706  DESIGNATION -  5202 A
 PQ1706  PID         -  PQ1706
 PQ1706  STATE/COUNTY-  MN/BROWN
 PQ1706  COUNTRY     -  US
 PQ1706  USGS QUAD   -  NEW ULM (1992)
 PQ1706
 PQ1706                         *CURRENT SURVEY CONTROL
 PQ1706  ______________________________________________________________________
 PQ1706* NAD 83(1986) POSITION- 44 19 29.46   (N) 094 27 19.34   (W)   HD_HELD1  
 PQ1706* NAVD 88 ORTHO HEIGHT -   249.052  (meters)     817.10  (feet) ADJUSTED  
 PQ1706  ______________________________________________________________________
 PQ1706  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 PQ1706  DYNAMIC HEIGHT  -        249.013 (meters)      816.97  (feet) COMP
 PQ1706  MODELED GRAVITY -    980,455.5   (mgal)                       NAVD 88
 PQ1706
 PQ1706  VERT ORDER      -  SECOND    CLASS I
 PQ1706
 PQ1706.The horizontal coordinates were established by differentially corrected
 PQ1706.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1706.
 PQ1706.The orthometric height was determined by differential leveling and
 PQ1706.adjusted in June 1995.
 PQ1706
 PQ1706.Photographs are available for this station.
 PQ1706
 PQ1706.The dynamic height is computed by dividing the NAVD 88
 PQ1706.geopotential number by the normal gravity value computed on the
 PQ1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1706.degrees latitude (g = 980.6199 gals.).
 PQ1706
 PQ1706.The modeled gravity was interpolated from observed gravity values.
 PQ1706
 PQ1706;                    North         East    Units  Estimated Accuracy
 PQ1706;SPC MN S     -   247,306.9     763,679.0     MT  (+/- 3 meters HH1 GPS) 
 PQ1706
 PQ1706                          SUPERSEDED SURVEY CONTROL
 PQ1706
 PQ1706.No superseded survey control is available for this station.
 PQ1706
 PQ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8395508984(NAD 83)
 PQ1706
 PQ1706_MARKER: DB = BENCH MARK DISK
 PQ1706_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1706_SP_SET: BRIDGE ABUTMENT
 PQ1706_STAMPING: 5202 A 1987
 PQ1706_MARK LOGO: MNDT  
 PQ1706_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1706
 PQ1706  HISTORY     - Date     Condition        Report By
 PQ1706  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1706
 PQ1706                          STATION DESCRIPTION
 PQ1706
 PQ1706'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1706'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) EAST OF THE CITY OF NEW
 PQ1706'ULM, IN THE NE 1/4 OF SECTION 20, T110N, R30W, AT THE SOUTHEAST
 PQ1706'CORNER OF BRIDGE NUMBER 9200 (TRUNK HIGHWAYS 14 AND 15 OVER THE
 PQ1706'MINNESOTA RIVER), 0.8 MILE (1.3 KM) NORTHEAST ALONG TRUNK HIGHWAYS 14
 PQ1706'AND 15 FROM THE JUNCTION OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY
 PQ1706'AND 7TH STREET NORTH) IN NEW ULM.  THE MARK, A STANDARD MNDT BENCH
 PQ1706'MARK DISK STAMPED---5202 A 1987---, IS SET IN THE SOUTHEAST CORNER OF
 PQ1706'THE EAST ABUTMENT OF THE BRIDGE.  THE MARK IS 25 FEET (7.6 M) SOUTH
 PQ1706'OF THE CENTERLINE OF THE HIGHWAYS AT TRUNK HIGHWAY 14 MILEPOINT
 PQ1706'103.7.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1739 ***********************************************************************
 PQ1739  DESIGNATION -  5202 AB
 PQ1739  PID         -  PQ1739
 PQ1739  STATE/COUNTY-  MN/NICOLLET
 PQ1739  COUNTRY     -  US
 PQ1739  USGS QUAD   -  COURTLAND (1964)
 PQ1739
 PQ1739                         *CURRENT SURVEY CONTROL
 PQ1739  ______________________________________________________________________
 PQ1739* NAD 83(2007) POSITION- 44 16 07.96698(N) 094 15 45.09156(W)   ADJUSTED  
 PQ1739* NAD 83(2007) ELLIP HT-   277.834 (meters)        (02/10/07)   ADJUSTED
 PQ1739* NAD 83(2007) EPOCH   -  2002.00
 PQ1739* NAVD 88 ORTHO HEIGHT -   305.989  (meters)    1003.90  (feet) ADJUSTED  
 PQ1739  ______________________________________________________________________
 PQ1739  NAD 83(2007) X  -   -340,034.135 (meters)                     COMP
 PQ1739  NAD 83(2007) Y  - -4,562,216.694 (meters)                     COMP
 PQ1739  NAD 83(2007) Z  -  4,429,728.151 (meters)                     COMP
 PQ1739  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC09
 PQ1739  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1739  DYNAMIC HEIGHT  -        305.941 (meters)     1003.74  (feet) COMP
 PQ1739  MODELED GRAVITY -    980,451.3   (mgal)                       NAVD 88
 PQ1739
 PQ1739  VERT ORDER      -  SECOND    CLASS I
 PQ1739
 PQ1739  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1739  Type                                         Horiz  Ellip  Dist(km)
 PQ1739  -------------------------------------------------------------------
 PQ1739  NETWORK                                       0.73   0.69
 PQ1739  -------------------------------------------------------------------
 PQ1739  MEDIAN LOCAL ACCURACY AND DIST (009 points)   0.83   0.61      8.25
 PQ1739  -------------------------------------------------------------------
 PQ1739  NOTE: Click here for information on individual local accuracy
 PQ1739  values and other accuracy information.
 PQ1739
 PQ1739
 PQ1739.The horizontal coordinates were established by GPS observations
 PQ1739.and adjusted by the National Geodetic Survey in February 2007.
 PQ1739
 PQ1739.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1739.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1739
 PQ1739.The horizontal coordinates are valid at the epoch date displayed above
 PQ1739.which is a decimal equivalence of Year/Month/Day.
 PQ1739
 PQ1739.The orthometric height was determined by differential leveling and
 PQ1739.adjusted in June 1995.
 PQ1739
 PQ1739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1739
 PQ1739.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1739
 PQ1739.The ellipsoidal height was determined by GPS observations
 PQ1739.and is referenced to NAD 83.
 PQ1739
 PQ1739.The dynamic height is computed by dividing the NAVD 88
 PQ1739.geopotential number by the normal gravity value computed on the
 PQ1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1739.degrees latitude (g = 980.6199 gals.).
 PQ1739
 PQ1739.The modeled gravity was interpolated from observed gravity values.
 PQ1739
 PQ1739. The following values were computed from the NAD 83(2007) position.
 PQ1739
 PQ1739;                    North         East     Units Scale Factor Converg.
 PQ1739;SPC MN S     -   241,020.522   779,040.657   MT  0.99993024   -0 11 02.4
 PQ1739;SPC MN S     -   790,748.16  2,555,902.56   sFT  0.99993024   -0 11 02.4
 PQ1739;UTM  15      - 4,902,512.421   399,236.169   MT  0.99972487   -0 52 52.9
 PQ1739
 PQ1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1739!SPC MN S     -   0.99995644  x   0.99993024  =   0.99988668
 PQ1739!UTM  15      -   0.99995644  x   0.99972487  =   0.99968132
 PQ1739
 PQ1739                          SUPERSEDED SURVEY CONTROL
 PQ1739
 PQ1739  NAD 83(1996)-  44 16 07.96632(N)    094 15 45.09044(W) AD(       ) 1
 PQ1739  ELLIP H (07/31/03)  277.878  (m)                       GP(       ) 3 2
 PQ1739  NAVD 88 (07/31/03)  305.99   (m)         1003.9    (f) LEVELING    3  
 PQ1739
 PQ1739.Superseded values are not recommended for survey control.
 PQ1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1739.See file dsdata.txt to determine how the superseded data were derived.
 PQ1739
 PQ1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9923602512(NAD 83)
 PQ1739
 PQ1739_MARKER: DV = VERTICAL CONTROL DISK
 PQ1739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1739_SP_SET: ALUMINUM ALLOY ROD
 PQ1739_STAMPING: 5202 AB 1987
 PQ1739_MARK LOGO: MNDT  
 PQ1739_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1739+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2010
 PQ1739_ROD/PIPE-DEPTH:  8.5 meters
 PQ1739
 PQ1739  HISTORY     - Date     Condition        Report By
 PQ1739  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1739  HISTORY     - 20020711 GOOD             MNDT
 PQ1739  HISTORY     - 20041104 GOOD             GRWAS
 PQ1739  HISTORY     - 20050422 GOOD             MNDT
 PQ1739  HISTORY     - 20050422 GOOD             MNDT
 PQ1739  HISTORY     - 20100702 GOOD             AEROME
 PQ1739
 PQ1739                          STATION DESCRIPTION
 PQ1739
 PQ1739'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1739'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) WEST OF THE TOWN OF
 PQ1739'NICOLLET, IN THE SW 1/4 OF SECTION 1, T109N, R29W, NEAR A FARM
 PQ1739'ENTRANCE SOUTH OF TRUNK HIGHWAY 14 WHICH IS 3.0 MILES (4.8 KM) WEST
 PQ1739'ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAYS 14 AND 99
 PQ1739'WEST OF NICOLLET.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1739'CONTROL MONUMENT DISK STAMPED---5202 AB 1987---, IS SET ON THE TOP OF
 PQ1739'A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1739'0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET
 PQ1739'(0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 68.0 FEET
 PQ1739'(20.7 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS
 PQ1739'STATION 189+12 AND MILEPOINT 114.9, 13.5 FEET (4.1 M) EAST OF THE
 PQ1739'CENTER OF A FARM ENTRANCE, 6.5 FEET (2.0 M) NORTH OF A STEEL SIGN
 PQ1739'POST (UNDERGROUND TELEPHONE CABLE) AND 0.5 FOOT (15.2 CM) NORTH OF A
 PQ1739'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1739
 PQ1739                          STATION RECOVERY (2002)
 PQ1739
 PQ1739'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1739'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS AT
 PQ1739'TH 14 MP 114.9, PROJECTS 3 INCHES, MAGNETIC, AND SUITABLE FOR GPS. ROD
 PQ1739'DEPTH IS 28 FT.
 PQ1739
 PQ1739                          STATION RECOVERY (2004)
 PQ1739
 PQ1739'RECOVERY NOTE BY GRW AERIAL SURVEY 2004 (AR)
 PQ1739'RECOVERED AS DESCRIBED
 PQ1739
 PQ1739                          STATION RECOVERY (2005)
 PQ1739
 PQ1739'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1739'3.0 MILES WEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1739'AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 14 MILEPOINT 114.9,
 PQ1739'68.0 FEET SOUTH OF TRUNK HIGHWAY 14, 13.5 FEET EAST OF FARM ENTRANCE,
 PQ1739'6.5 FEET NORTH OF STEEL SIGN POST, 0.5 FEET NORTH OF WITNESS POST
 PQ1739
 PQ1739                          STATION RECOVERY (2005)
 PQ1739
 PQ1739'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1739'3.0 MILES WEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1739'AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 14 MILEPOINT 114.9,
 PQ1739'68.0 FEET SOUTH OF TRUNK HIGHWAY 14, 13.5 FEET EAST OF FARM ENTRANCE,
 PQ1739'6.5 FEET NORTH OF STEEL SIGN POST, 0.5 FEET NORTH OF WITNESS POST
 PQ1739
 PQ1739                          STATION RECOVERY (2010)
 PQ1739
 PQ1739'RECOVERY NOTE BY AERO METRIC INC 2010
 PQ1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1740 ***********************************************************************
 PQ1740  DESIGNATION -  5202 AC
 PQ1740  PID         -  PQ1740
 PQ1740  STATE/COUNTY-  MN/NICOLLET
 PQ1740  COUNTRY     -  US
 PQ1740  USGS QUAD   -  COURTLAND (1964)
 PQ1740
 PQ1740                         *CURRENT SURVEY CONTROL
 PQ1740  ______________________________________________________________________
 PQ1740* NAD 83(1986) POSITION- 44 16 13.     (N) 094 15 03.     (W)   SCALED    
 PQ1740* NAVD 88 ORTHO HEIGHT -   304.592  (meters)     999.32  (feet) ADJUSTED  
 PQ1740  ______________________________________________________________________
 PQ1740  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1740  DYNAMIC HEIGHT  -        304.544 (meters)      999.16  (feet) COMP
 PQ1740  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 PQ1740
 PQ1740  VERT ORDER      -  SECOND    CLASS I
 PQ1740
 PQ1740.The horizontal coordinates were scaled from a topographic map and have
 PQ1740.an estimated accuracy of +/- 6 seconds.
 PQ1740.
 PQ1740.The orthometric height was determined by differential leveling and
 PQ1740.adjusted in June 1995.
 PQ1740
 PQ1740.The dynamic height is computed by dividing the NAVD 88
 PQ1740.geopotential number by the normal gravity value computed on the
 PQ1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1740.degrees latitude (g = 980.6199 gals.).
 PQ1740
 PQ1740.The modeled gravity was interpolated from observed gravity values.
 PQ1740
 PQ1740;                    North         East    Units  Estimated Accuracy
 PQ1740;SPC MN S     -   241,170.      779,980.      MT  (+/- 180 meters Scaled)
 PQ1740
 PQ1740                          SUPERSEDED SURVEY CONTROL
 PQ1740
 PQ1740.No superseded survey control is available for this station.
 PQ1740
 PQ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK001026(NAD 83)
 PQ1740
 PQ1740_MARKER: DV = VERTICAL CONTROL DISK
 PQ1740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1740_SP_SET: ALUMINUM ALLOY ROD
 PQ1740_STAMPING: 5202 AC 1987
 PQ1740_MARK LOGO: MNDT  
 PQ1740_PROJECTION: PROJECTING 15 CENTIMETERS
 PQ1740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1740+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 PQ1740_ROD/PIPE-DEPTH: 10.1 meters
 PQ1740
 PQ1740  HISTORY     - Date     Condition        Report By
 PQ1740  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1740  HISTORY     - 20050111 GOOD             MNDT
 PQ1740  HISTORY     - 20060904 POOR             MNDT
 PQ1740
 PQ1740                          STATION DESCRIPTION
 PQ1740
 PQ1740'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1740'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) WEST OF THE TOWN OF
 PQ1740'NICOLLET, IN THE SW 1/4 OF SECTION 6, T109N, R28W, NEAR THE
 PQ1740'INTERSECTION OF TRUNK HIGHYWAY 14 AND A GRAVEL ROAD, 2.4 MILES
 PQ1740'(3.9 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK
 PQ1740'HIGHWAY 99 WEST OF NICOLLET. THE MARK A STANDARD MNDT ALUMINUM
 PQ1740'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 AC 1987---, IS SET ON
 PQ1740'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD
 PQ1740'THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1740'IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE
 PQ1740'MARK IS 66 FEET (20.1 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14
 PQ1740'AT ENGINEERS STATION 220+49 AND MILEPOINT 115.5, 137.0 FEET (41.8 M)
 PQ1740'EAST OF THE CENTER OF A GRAVEL ROAD, 118.8 FEET (36.2 M) SOUTH OF A
 PQ1740'TELEPHONE CABLE MARKER PEDESTAL, 88.0 FEET (26.8 M) WEST OF A POWER
 PQ1740'POLE WITH AN ANCHOR, 4.0 FEET (1.2 M) NORTH OF A FENCELINE AND 0.5
 PQ1740'FOOT (15.2 CM) NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1740'MAKES THE MARK MAGNETIC.
 PQ1740
 PQ1740                          STATION RECOVERY (2005)
 PQ1740
 PQ1740'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JS)
 PQ1740'2.4 MILES WEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1740'AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 14 MILEPOINT 115.5,
 PQ1740'66 FEET SOUTH OF TRUNK HIGHWAY 14, 137.0 FEET EAST OF GRAVEL ROAD,
 PQ1740'118.8 FEET SOUTH OF TELEPHONE CABLE MARKER POST, 88 FEET WEST OF POWER
 PQ1740'POLE WITH ANCHOR, 4.0 FEET NORTH OF FENCELINE, 0.5 FEET NORTH OF
 PQ1740'WITNESS POST
 PQ1740
 PQ1740                          STATION RECOVERY (2006)
 PQ1740
 PQ1740'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WJN)
 PQ1740'THE MARK IS LOCATED ABOUT 4.4 MI (7.1 KM) EAST OF COURTLAND, 3.8 MI
 PQ1740'(6.1 KM) NORTHEAST OF CAMBRIA AND 3.2 MI (5.1 KM) WEST OF NICOLLET.
 PQ1740'TO REACH TO THE MARK GO 2.4 MI (3.9 KM) WEST ON TRUNK HIGHWAY 14 FROM
 PQ1740'THE JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY 99 AT NICOLLET, AT
 PQ1740'TRUNK HIGHWAY 14 MILE POINT 115.5, 66 FT (20.1 M) SOUTH OF TRUNK
 PQ1740'HIGHWAY 14, 137.0 FT (41.8 M) EAST OF GRAVEL ROAD, 118.8 FT (36.2 M)
 PQ1740'SOUTH OF TELEPHONE CABLE MARKER POST, 88 FT (26.8 M) WEST OF POWER
 PQ1740'POLE WITH ANCHOR, 4.0 FT (1.2 M) NORTH OF A FENCELINE, 0.5 FT (0.2 M)
 PQ1740'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1742 ***********************************************************************
 PQ1742  DESIGNATION -  5202 AE
 PQ1742  PID         -  PQ1742
 PQ1742  STATE/COUNTY-  MN/NICOLLET
 PQ1742  COUNTRY     -  US
 PQ1742  USGS QUAD   -  NICOLLET (1965)
 PQ1742
 PQ1742                         *CURRENT SURVEY CONTROL
 PQ1742  ______________________________________________________________________
 PQ1742* NAD 83(1986) POSITION- 44 16 20.     (N) 094 13 52.     (W)   SCALED    
 PQ1742* NAVD 88 ORTHO HEIGHT -   299.478  (meters)     982.54  (feet) ADJUSTED  
 PQ1742  ______________________________________________________________________
 PQ1742  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1742  DYNAMIC HEIGHT  -        299.431 (meters)      982.38  (feet) COMP
 PQ1742  MODELED GRAVITY -    980,453.1   (mgal)                       NAVD 88
 PQ1742
 PQ1742  VERT ORDER      -  SECOND    CLASS I
 PQ1742
 PQ1742.The horizontal coordinates were scaled from a topographic map and have
 PQ1742.an estimated accuracy of +/- 6 seconds.
 PQ1742.
 PQ1742.The orthometric height was determined by differential leveling and
 PQ1742.adjusted in June 1995.
 PQ1742
 PQ1742.The dynamic height is computed by dividing the NAVD 88
 PQ1742.geopotential number by the normal gravity value computed on the
 PQ1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1742.degrees latitude (g = 980.6199 gals.).
 PQ1742
 PQ1742.The modeled gravity was interpolated from observed gravity values.
 PQ1742
 PQ1742;                    North         East    Units  Estimated Accuracy
 PQ1742;SPC MN S     -   241,380.      781,550.      MT  (+/- 180 meters Scaled)
 PQ1742
 PQ1742                          SUPERSEDED SURVEY CONTROL
 PQ1742
 PQ1742.No superseded survey control is available for this station.
 PQ1742
 PQ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK017028(NAD 83)
 PQ1742
 PQ1742_MARKER: DV = VERTICAL CONTROL DISK
 PQ1742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1742_SP_SET: ALUMINUM ALLOY ROD
 PQ1742_STAMPING: 5202 AE 1987
 PQ1742_MARK LOGO: MNDT  
 PQ1742_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ1742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1742_ROD/PIPE-DEPTH:  9.4 meters
 PQ1742
 PQ1742  HISTORY     - Date     Condition        Report By
 PQ1742  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1742  HISTORY     - 20060904 GOOD             MNDT
 PQ1742
 PQ1742                          STATION DESCRIPTION
 PQ1742
 PQ1742'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1742'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) WEST OF THE TOWN OF
 PQ1742'NICOLLET, IN THE SE 1/4 OF SECTION 6, T109N, R28W, NEAR THE JUNCTION
 PQ1742'OF A GRAVEL ROAD (SOUTH) WHICH IS 1.5 MILES (2.4 KM) WEST ALONG TRUNK
 PQ1742'HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 99 WEST OF NICOLLET.
 PQ1742'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1742'STAMPED---5202 AE 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1742'DIAMETER BY 31-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT
 PQ1742'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 4 FEET (1.2 M)
 PQ1742'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 74 FEET (22.6 M) SOUTH OF
 PQ1742'THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 271+99 AND
 PQ1742'MILEPOINT 116.45, 85.0 FEET (25.9 M) WEST OF THE CENTER OF A GRAVEL
 PQ1742'ROAD, 177.5 FEET (54.1 M) SOUTHWEST OF A POWER POLE, 116.0 FEET
 PQ1742'(35.4 M) WEST OF ANOTHER POWER POLE, 3.5 FEET (1.1 M) NORTHEAST OF
 PQ1742'ANOTHER POWER POLE AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS
 PQ1742'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1742
 PQ1742                          STATION RECOVERY (2006)
 PQ1742
 PQ1742'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WJN)
 PQ1742'THE MARK IS LOCATED ABOUT 5.4 MI (8.7 KM) EAST OF COURTLAND, 4.7 MI
 PQ1742'(7.6 KM) EAST-NORTHEAST OF CAMBRIA AND 2.2 MI (3.5 KM) WEST OF
 PQ1742'NICOLLET.
 PQ1742' 
 PQ1742'TO REACH TO THE MARK FROM TRUNK HIGHWAY 14 MILE POINT 116.45, 74 FT
 PQ1742'(22.6 M) SOUTH OF TRUNK HIGHWAY 14, 85.0 FT (25.9 M) WEST OF GRAVEL
 PQ1742'ROAD, 177.5 FT (54.1 M) SOUTHWEST OF POWER POLE, 116 FT (35.4 M) WEST
 PQ1742'OF POWER POLE, 3.5 FT (1.1 M) NORTHEAST OF POWER POLE, 0.5 FT (0.2 M)
 PQ1742'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1743 ***********************************************************************
 PQ1743  DESIGNATION -  5202 AF
 PQ1743  PID         -  PQ1743
 PQ1743  STATE/COUNTY-  MN/NICOLLET
 PQ1743  COUNTRY     -  US
 PQ1743  USGS QUAD   -  NICOLLET (1965)
 PQ1743
 PQ1743                         *CURRENT SURVEY CONTROL
 PQ1743  ______________________________________________________________________
 PQ1743* NAD 83(1986) POSITION- 44 16 24.     (N) 094 13 16.     (W)   SCALED    
 PQ1743* NAVD 88 ORTHO HEIGHT -   302.778  (meters)     993.36  (feet) ADJUSTED  
 PQ1743  ______________________________________________________________________
 PQ1743  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1743  DYNAMIC HEIGHT  -        302.731 (meters)      993.21  (feet) COMP
 PQ1743  MODELED GRAVITY -    980,453.9   (mgal)                       NAVD 88
 PQ1743
 PQ1743  VERT ORDER      -  SECOND    CLASS I
 PQ1743
 PQ1743.The horizontal coordinates were scaled from a topographic map and have
 PQ1743.an estimated accuracy of +/- 6 seconds.
 PQ1743.
 PQ1743.The orthometric height was determined by differential leveling and
 PQ1743.adjusted in June 1995.
 PQ1743
 PQ1743.The dynamic height is computed by dividing the NAVD 88
 PQ1743.geopotential number by the normal gravity value computed on the
 PQ1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1743.degrees latitude (g = 980.6199 gals.).
 PQ1743
 PQ1743.The modeled gravity was interpolated from observed gravity values.
 PQ1743
 PQ1743;                    North         East    Units  Estimated Accuracy
 PQ1743;SPC MN S     -   241,510.      782,350.      MT  (+/- 180 meters Scaled)
 PQ1743
 PQ1743                          SUPERSEDED SURVEY CONTROL
 PQ1743
 PQ1743.No superseded survey control is available for this station.
 PQ1743
 PQ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK025029(NAD 83)
 PQ1743
 PQ1743_MARKER: DV = VERTICAL CONTROL DISK
 PQ1743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1743_SP_SET: ALUMINUM ALLOY ROD
 PQ1743_STAMPING: 5202 AF 1987
 PQ1743_MARK LOGO: MNDT  
 PQ1743_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ1743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1743_ROD/PIPE-DEPTH: 10.1 meters
 PQ1743
 PQ1743  HISTORY     - Date     Condition        Report By
 PQ1743  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1743  HISTORY     - 20060904 GOOD             MNDT
 PQ1743
 PQ1743                          STATION DESCRIPTION
 PQ1743
 PQ1743'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1743'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) WEST OF THE TOWN OF
 PQ1743'NICOLLET, IN THE SW 1/4 OF SECTION 5, T109N, R28W, 1.0 MILE (1.6 KM)
 PQ1743'WEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 99
 PQ1743'WEST OF NICOLLET. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1743'MONUMENT DISK STAMPED---5202 AF 1987---, IS SET ON THE TOP OF A
 PQ1743'DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1743'0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET
 PQ1743'(0.6 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 73 FEET
 PQ1743'(22.3 M) SOUTH OF THE CENTERLINE OF TRUNK HIGWAY 14 AT ENGINEERS
 PQ1743'STATION 299+50 AND MILEPOINT 116.95, 4.6 FEET (1.4 M) NORTH-NORTHWEST
 PQ1743'OF A WOOD FENCE POST, AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS
 PQ1743'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1743
 PQ1743                          STATION RECOVERY (2006)
 PQ1743
 PQ1743'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WJN)
 PQ1743'THE MARK IS LOCATED ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF JUDSON,
 PQ1743'5.2 MI (8.4 KM) EAST-NORTHEAST OF CAMBRIA AND 1.7 MI (2.7 KM) WEST OF
 PQ1743'NICOLLET.    TO REACH TO THE MARK FROM TRUNK HIGHWAY 14 MILE POINT
 PQ1743'116.95, 73 FT (22.3 M) SOUTH OF TRUNK HIGHWAY 14, 0.5 FT (0.2 M) NORTH
 PQ1743'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1748 ***********************************************************************
 PQ1748  DESIGNATION -  5202 AH
 PQ1748  PID         -  PQ1748
 PQ1748  STATE/COUNTY-  MN/NICOLLET
 PQ1748  COUNTRY     -  US
 PQ1748  USGS QUAD   -  NICOLLET (1965)
 PQ1748
 PQ1748                         *CURRENT SURVEY CONTROL
 PQ1748  ______________________________________________________________________
 PQ1748* NAD 83(1986) POSITION- 44 16 34.     (N) 094 12 01.     (W)   SCALED    
 PQ1748* NAVD 88 ORTHO HEIGHT -   303.791  (meters)     996.69  (feet) ADJUSTED  
 PQ1748  ______________________________________________________________________
 PQ1748  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1748  DYNAMIC HEIGHT  -        303.745 (meters)      996.54  (feet) COMP
 PQ1748  MODELED GRAVITY -    980,455.7   (mgal)                       NAVD 88
 PQ1748
 PQ1748  VERT ORDER      -  SECOND    CLASS I
 PQ1748
 PQ1748.The horizontal coordinates were scaled from a topographic map and have
 PQ1748.an estimated accuracy of +/- 6 seconds.
 PQ1748.
 PQ1748.The orthometric height was determined by differential leveling and
 PQ1748.adjusted in June 1995.
 PQ1748
 PQ1748.The dynamic height is computed by dividing the NAVD 88
 PQ1748.geopotential number by the normal gravity value computed on the
 PQ1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1748.degrees latitude (g = 980.6199 gals.).
 PQ1748
 PQ1748.The modeled gravity was interpolated from observed gravity values.
 PQ1748
 PQ1748;                    North         East    Units  Estimated Accuracy
 PQ1748;SPC MN S     -   241,810.      784,010.      MT  (+/- 180 meters Scaled)
 PQ1748
 PQ1748                          SUPERSEDED SURVEY CONTROL
 PQ1748
 PQ1748.No superseded survey control is available for this station.
 PQ1748
 PQ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK042032(NAD 83)
 PQ1748
 PQ1748_MARKER: DV = VERTICAL CONTROL DISK
 PQ1748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1748_SP_SET: ALUMINUM ALLOY ROD
 PQ1748_STAMPING: 5202 AH 1987
 PQ1748_MARK LOGO: MNDT  
 PQ1748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1748
 PQ1748  HISTORY     - Date     Condition        Report By
 PQ1748  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1748
 PQ1748                          STATION DESCRIPTION
 PQ1748
 PQ1748'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1748'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) WEST OF THE TOWN OF
 PQ1748'NICOLLET, IN THE SE 1/4 OF SECTION 4, T109N, R28W, NEAR THE JUNCTION
 PQ1748'OF TRUNK HIGHWAYS 14 AND 99.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1748'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 AH 1987---, IS SET ON
 PQ1748'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD
 PQ1748'THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1748'IS ABOUT LEVEL WITH TRUNK HIGHWAY 14.  THE MARK IS 134 FEET (40.8 M)
 PQ1748'NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 8+34,
 PQ1748'59.6 FEET (18.2 M) NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 99,
 PQ1748'18.6 FEET (5.7 M) NORTHEAST OF A POWER POLE, 10.0 FEET (3.0 M)
 PQ1748'WEST-SOUTHWEST OF A 12-INCH DIAMETER ELM TREE AND 0.5 FOOT (15.2 CM)
 PQ1748'SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1748'MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1749 ***********************************************************************
 PQ1749  DESIGNATION -  5202 AJ
 PQ1749  PID         -  PQ1749
 PQ1749  STATE/COUNTY-  MN/NICOLLET
 PQ1749  COUNTRY     -  US
 PQ1749  USGS QUAD   -  NICOLLET (1965)
 PQ1749
 PQ1749                         *CURRENT SURVEY CONTROL
 PQ1749  ______________________________________________________________________
 PQ1749* NAD 83(2007) POSITION- 44 16 15.83064(N) 094 11 26.53191(W)   ADJUSTED  
 PQ1749* NAD 83(2007) ELLIP HT-   274.761 (meters)        (02/10/07)   ADJUSTED
 PQ1749* NAD 83(2007) EPOCH   -  2002.00
 PQ1749* NAVD 88 ORTHO HEIGHT -   302.897  (meters)     993.75  (feet) ADJUSTED  
 PQ1749  ______________________________________________________________________
 PQ1749  NAD 83(2007) X  -   -334,302.440 (meters)                     COMP
 PQ1749  NAD 83(2007) Y  - -4,562,468.177 (meters)                     COMP
 PQ1749  NAD 83(2007) Z  -  4,429,899.815 (meters)                     COMP
 PQ1749  LAPLACE CORR    -          0.59  (seconds)                    DEFLEC09
 PQ1749  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1749  DYNAMIC HEIGHT  -        302.851 (meters)      993.60  (feet) COMP
 PQ1749  MODELED GRAVITY -    980,455.9   (mgal)                       NAVD 88
 PQ1749
 PQ1749  VERT ORDER      -  SECOND    CLASS I
 PQ1749
 PQ1749  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1749  Type                                         Horiz  Ellip  Dist(km)
 PQ1749  -------------------------------------------------------------------
 PQ1749  NETWORK                                       0.86   0.74
 PQ1749  -------------------------------------------------------------------
 PQ1749  MEDIAN LOCAL ACCURACY AND DIST (010 points)   0.88   0.68      7.87
 PQ1749  -------------------------------------------------------------------
 PQ1749  NOTE: Click here for information on individual local accuracy
 PQ1749  values and other accuracy information.
 PQ1749
 PQ1749
 PQ1749.The horizontal coordinates were established by GPS observations
 PQ1749.and adjusted by the National Geodetic Survey in February 2007.
 PQ1749
 PQ1749.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1749.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1749
 PQ1749.The horizontal coordinates are valid at the epoch date displayed above
 PQ1749.which is a decimal equivalence of Year/Month/Day.
 PQ1749
 PQ1749.The orthometric height was determined by differential leveling and
 PQ1749.adjusted in June 1995.
 PQ1749
 PQ1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1749
 PQ1749.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1749
 PQ1749.The ellipsoidal height was determined by GPS observations
 PQ1749.and is referenced to NAD 83.
 PQ1749
 PQ1749.The dynamic height is computed by dividing the NAVD 88
 PQ1749.geopotential number by the normal gravity value computed on the
 PQ1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1749.degrees latitude (g = 980.6199 gals.).
 PQ1749
 PQ1749.The modeled gravity was interpolated from observed gravity values.
 PQ1749
 PQ1749. The following values were computed from the NAD 83(2007) position.
 PQ1749
 PQ1749;                    North         East     Units Scale Factor Converg.
 PQ1749;SPC MN S     -   241,247.328   784,775.301   MT  0.99993009   -0 08 01.2
 PQ1749;SPC MN S     -   791,492.28  2,574,716.97   sFT  0.99993009   -0 08 01.2
 PQ1749;UTM  15      - 4,902,669.371   404,971.932   MT  0.99971106   -0 49 52.5
 PQ1749
 PQ1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1749!SPC MN S     -   0.99995692  x   0.99993009  =   0.99988701
 PQ1749!UTM  15      -   0.99995692  x   0.99971106  =   0.99966799
 PQ1749
 PQ1749                          SUPERSEDED SURVEY CONTROL
 PQ1749
 PQ1749  NAD 83(1996)-  44 16 15.82999(N)    094 11 26.53085(W) AD(       ) 1
 PQ1749  ELLIP H (07/31/03)  274.805  (m)                       GP(       ) 3 2
 PQ1749  NAVD 88 (07/31/03)  302.90   (m)          993.8    (f) LEVELING    3  
 PQ1749
 PQ1749.Superseded values are not recommended for survey control.
 PQ1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1749.See file dsdata.txt to determine how the superseded data were derived.
 PQ1749
 PQ1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0497102669(NAD 83)
 PQ1749
 PQ1749_MARKER: DV = VERTICAL CONTROL DISK
 PQ1749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1749_SP_SET: ALUMINUM ALLOY ROD
 PQ1749_STAMPING: 5202 AJ 1987
 PQ1749_MARK LOGO: MNDT  
 PQ1749_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1749+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 PQ1749_ROD/PIPE-DEPTH:  8.5 meters
 PQ1749
 PQ1749  HISTORY     - Date     Condition        Report By
 PQ1749  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1749  HISTORY     - 19900910 GOOD             MNDT
 PQ1749  HISTORY     - 20020711 GOOD             MNDT
 PQ1749
 PQ1749                          STATION DESCRIPTION
 PQ1749
 PQ1749'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1749'THE MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE JUNCTION OF TRUNK
 PQ1749'HIGHWAY 14 (NORTHWEST-SOUTHEAST), TRUNK HIGHWAY 111 (NORTH) AND
 PQ1749'COUNTY ROAD 23 (SOUTH), IN THE SE 1/4 OF SECTION 4, T109N, R28W.  THE
 PQ1749'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1749'STAMPED---5202 AJ 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1749'DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT
 PQ1749'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M)
 PQ1749'BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 81 FEET (24.7 M)
 PQ1749'SOUTHWEST OF THE CENERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION
 PQ1749'37+97 AND MILEPOINT 118.5, 58.0 FEET (17.7 M) WEST OF THE CENTERLINE
 PQ1749'OF COUNTY ROAD 23, 76.0 FEET (23.2 M) EAST-SOUTHEAST OF A STEEL
 PQ1749'RIGHT-OF-WAY POST, 12.5 FEET (3.8 M) WEST-NORTHWEST OF A POWER POLE
 PQ1749'AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS POST.  A MAGNET IN
 PQ1749'THE DISK MAKES THE MARK MAGNETIC.
 PQ1749
 PQ1749                          STATION RECOVERY (1990)
 PQ1749
 PQ1749'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 PQ1749'THE MARK IS LOCATED AT THE SW EDGE OF THE TOWN OF NICOLLET IN THE SE
 PQ1749'1/4 SECTION 4, T109N, R 28W.  THE MARK IS IN THE SW QUADRANT OF THE
 PQ1749'JCT OF TH 14 AND CO RD 23, 81.0 FT (24.7 M) SW OF THE CENTER OF TH 14,
 PQ1749'58.0 FT (17.7 M) WEST OF THE CENTER OF CO RD 23, 76.0 FT (23.2 M) ESE
 PQ1749'OF A STEEL R/W POST, 12.5 FT (3.8 M) WNW OF A POWER POLE, 0.5 FT (15.2
 PQ1749'CM) NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1/2 FT LOWER THAN TH
 PQ1749'14.
 PQ1749
 PQ1749                          STATION RECOVERY (2002)
 PQ1749
 PQ1749'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1749'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1708 ***********************************************************************
 PQ1708  DESIGNATION -  5202 D
 PQ1708  PID         -  PQ1708
 PQ1708  STATE/COUNTY-  MN/NICOLLET
 PQ1708  COUNTRY     -  US
 PQ1708  USGS QUAD   -  NEW ULM (1992)
 PQ1708
 PQ1708                         *CURRENT SURVEY CONTROL
 PQ1708  ______________________________________________________________________
 PQ1708* NAD 83(1986) POSITION- 44 18 57.     (N) 094 26 00.     (W)   SCALED    
 PQ1708* NAVD 88 ORTHO HEIGHT -   253.518  (meters)     831.75  (feet) ADJUSTED  
 PQ1708  ______________________________________________________________________
 PQ1708  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 PQ1708  DYNAMIC HEIGHT  -        253.478 (meters)      831.62  (feet) COMP
 PQ1708  MODELED GRAVITY -    980,454.7   (mgal)                       NAVD 88
 PQ1708
 PQ1708  VERT ORDER      -  SECOND    CLASS I
 PQ1708
 PQ1708.The horizontal coordinates were scaled from a topographic map and have
 PQ1708.an estimated accuracy of +/- 6 seconds.
 PQ1708.
 PQ1708.The orthometric height was determined by differential leveling and
 PQ1708.adjusted in June 1995.
 PQ1708
 PQ1708.The dynamic height is computed by dividing the NAVD 88
 PQ1708.geopotential number by the normal gravity value computed on the
 PQ1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1708.degrees latitude (g = 980.6199 gals.).
 PQ1708
 PQ1708.The modeled gravity was interpolated from observed gravity values.
 PQ1708
 PQ1708;                    North         East    Units  Estimated Accuracy
 PQ1708;SPC MN S     -   246,300.      765,430.      MT  (+/- 180 meters Scaled)
 PQ1708
 PQ1708                          SUPERSEDED SURVEY CONTROL
 PQ1708
 PQ1708.No superseded survey control is available for this station.
 PQ1708
 PQ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK856079(NAD 83)
 PQ1708
 PQ1708_MARKER: DV = VERTICAL CONTROL DISK
 PQ1708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1708_SP_SET: ALUMINUM ALLOY ROD
 PQ1708_STAMPING: 5202 D 1987
 PQ1708_MARK LOGO: MNDT  
 PQ1708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1708
 PQ1708  HISTORY     - Date     Condition        Report By
 PQ1708  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1708
 PQ1708                          STATION DESCRIPTION
 PQ1708
 PQ1708'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1708'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE CITY OF NEW
 PQ1708'ULM, IN THE SE 1/4 OF SECTION 21, T110N, R30W, 0.6 MILE (1.0 KM)
 PQ1708'SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAYS
 PQ1708'14 AND 15 EAST OF NEW ULM.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1708'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 D 1987---, IS SET ON
 PQ1708'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 36-FOOT LONG ALUMINUM ROD
 PQ1708'THAT PROJECTS 0.4 FOOT (12.2 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1708'IS ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE
 PQ1708'MARK IS 74 FEET (22.6 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 14
 PQ1708'AT ENGINEERS STATION 41+15 AND MILEPOINT 104.95, 12.5 FEET (3.8 M)
 PQ1708'SOUTH OF AN ENTRANCE, 3.5 FEET (1.1 M) NORTH OF A POWER POLE WITH AN
 PQ1708'ANCHOR AND 0.5 FOOT (15.2 CM) EAST-NORTHEAST OF A STEEL WITNESS POST.
 PQ1708'A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1709 ***********************************************************************
 PQ1709  DESIGNATION -  5202 E
 PQ1709  PID         -  PQ1709
 PQ1709  STATE/COUNTY-  MN/NICOLLET
 PQ1709  COUNTRY     -  US
 PQ1709  USGS QUAD   -  NEW ULM (1992)
 PQ1709
 PQ1709                         *CURRENT SURVEY CONTROL
 PQ1709  ______________________________________________________________________
 PQ1709* NAD 83(1986) POSITION- 44 18 39.     (N) 094 25 48.     (W)   SCALED    
 PQ1709* NAVD 88 ORTHO HEIGHT -   251.687  (meters)     825.74  (feet) ADJUSTED  
 PQ1709  ______________________________________________________________________
 PQ1709  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 PQ1709  DYNAMIC HEIGHT  -        251.647 (meters)      825.61  (feet) COMP
 PQ1709  MODELED GRAVITY -    980,454.3   (mgal)                       NAVD 88
 PQ1709
 PQ1709  VERT ORDER      -  SECOND    CLASS I
 PQ1709
 PQ1709.The horizontal coordinates were scaled from a topographic map and have
 PQ1709.an estimated accuracy of +/- 6 seconds.
 PQ1709.
 PQ1709.The orthometric height was determined by differential leveling and
 PQ1709.adjusted in June 1995.
 PQ1709
 PQ1709.The dynamic height is computed by dividing the NAVD 88
 PQ1709.geopotential number by the normal gravity value computed on the
 PQ1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1709.degrees latitude (g = 980.6199 gals.).
 PQ1709
 PQ1709.The modeled gravity was interpolated from observed gravity values.
 PQ1709
 PQ1709;                    North         East    Units  Estimated Accuracy
 PQ1709;SPC MN S     -   245,740.      765,700.      MT  (+/- 180 meters Scaled)
 PQ1709
 PQ1709                          SUPERSEDED SURVEY CONTROL
 PQ1709
 PQ1709.No superseded survey control is available for this station.
 PQ1709
 PQ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK859073(NAD 83)
 PQ1709
 PQ1709_MARKER: DV = VERTICAL CONTROL DISK
 PQ1709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1709_SP_SET: ALUMINUM ALLOY ROD
 PQ1709_STAMPING: 5202 E 1987
 PQ1709_MARK LOGO: MNDT  
 PQ1709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1709
 PQ1709  HISTORY     - Date     Condition        Report By
 PQ1709  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1709
 PQ1709                          STATION DESCRIPTION
 PQ1709
 PQ1709'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1709'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) EAST OF THE CITY OF NEW
 PQ1709'ULM, IN THE NW 1/4 OF SECTION 27, T110N, R30W, 1.25 MILES (2.01 KM)
 PQ1709'SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM THE EAST JUNCTION OF TRUNK
 PQ1709'HIGHWAYS 14 AND 15 EAST OF NEW ULM.  THE MARK, A STANDARD MNDT
 PQ1709'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5202 E 1987---, IS
 PQ1709'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 39-FOOT LONG ALUMINUM
 PQ1709'ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND
 PQ1709'AND IS ABOUT 4 FEET (1.2 M) LOWER THAN TRUNK HIGHWAY 14.  THE MARK IS
 PQ1709'71 FEET (21.6 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1709'ENGINEERS STATION 69+04 AND MILEPOINT 105.4, 9.0 FEET (2.7 M)
 PQ1709'SOUTHWEST OF A FIELD ENTRANCE, 126.0 FEET (38.4 M) NORTHWEST OF AN END
 PQ1709'GUARDRAIL POST, 7.0 FEET (2.1 M) NORTHEAST OF A POWER POLE AND 0.5
 PQ1709'FOOT (15.2 CM) EAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1709'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1710 ***********************************************************************
 PQ1710  DESIGNATION -  5202 F
 PQ1710  PID         -  PQ1710
 PQ1710  STATE/COUNTY-  MN/NICOLLET
 PQ1710  COUNTRY     -  US
 PQ1710  USGS QUAD   -  NEW ULM (1992)
 PQ1710
 PQ1710                         *CURRENT SURVEY CONTROL
 PQ1710  ______________________________________________________________________
 PQ1710* NAD 83(1986) POSITION- 44 18 16.     (N) 094 25 29.     (W)   SCALED    
 PQ1710* NAVD 88 ORTHO HEIGHT -   259.168  (meters)     850.29  (feet) ADJUSTED  
 PQ1710  ______________________________________________________________________
 PQ1710  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 PQ1710  DYNAMIC HEIGHT  -        259.127 (meters)      850.15  (feet) COMP
 PQ1710  MODELED GRAVITY -    980,453.6   (mgal)                       NAVD 88
 PQ1710
 PQ1710  VERT ORDER      -  SECOND    CLASS I
 PQ1710
 PQ1710.The horizontal coordinates were scaled from a topographic map and have
 PQ1710.an estimated accuracy of +/- 6 seconds.
 PQ1710.
 PQ1710.The orthometric height was determined by differential leveling and
 PQ1710.adjusted in June 1995.
 PQ1710
 PQ1710.The dynamic height is computed by dividing the NAVD 88
 PQ1710.geopotential number by the normal gravity value computed on the
 PQ1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1710.degrees latitude (g = 980.6199 gals.).
 PQ1710
 PQ1710.The modeled gravity was interpolated from observed gravity values.
 PQ1710
 PQ1710;                    North         East    Units  Estimated Accuracy
 PQ1710;SPC MN S     -   245,030.      766,110.      MT  (+/- 180 meters Scaled)
 PQ1710
 PQ1710                          SUPERSEDED SURVEY CONTROL
 PQ1710
 PQ1710.No superseded survey control is available for this station.
 PQ1710
 PQ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK863066(NAD 83)
 PQ1710
 PQ1710_MARKER: DV = VERTICAL CONTROL DISK
 PQ1710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1710_SP_SET: ALUMINUM ALLOY ROD
 PQ1710_STAMPING: 5202 F 1987
 PQ1710_MARK LOGO: MNDT  
 PQ1710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1710
 PQ1710  HISTORY     - Date     Condition        Report By
 PQ1710  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1710
 PQ1710                          STATION DESCRIPTION
 PQ1710
 PQ1710'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1710'THE MARK IS LOCATED ABOUT 2.0 MILES (3.2 KM) EAST-SOUTHEAST OF THE
 PQ1710'CITY OF NEW ULM, IN THE SW 1/4 OF SECTION 27, T110N, R30W, IN THE
 PQ1710'SOUTHEAST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 14 AND AN
 PQ1710'EAST-WEST GRAVEL ROAD, 1.65 MILES (2.66 KM) SOUTHEAST ALONG TRUNK
 PQ1710'HIGHWAY 14 FROM THE JUNCTION OF TRUNK HIGHWAYS 14 AND 15 EAST OF NEW
 PQ1710'ULM.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1710'DISK STAMPED---5202 F 1987---, IS SET ON TOP OF A DRIVEN 3/4-INCH
 PQ1710'DIAMETER BY 10-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE SURFACE
 PQ1710'OF THE GROUND AND ABOUT LEVEL WITH TRUNK HIGHWAY 14.  THE MARK IS 98
 PQ1710'FEET (29.9 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1710'ENGINEERS STATION 90.67 AND MILEPOINT 105.85, 40.5 FEET (12.3 M)
 PQ1710'SOUTH OF THE CENTER OF THE GRAVEL ROAD, 26.0 FEET (7.9 M) SOUTHEAST OF
 PQ1710'A CABLE MARKER POST, 3.2 FEET (1.0 M) WEST OF A CORNER FENCE POST AND
 PQ1710'0.5 FOOT (15.2 CM) WEST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1710'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1711 ***********************************************************************
 PQ1711  DESIGNATION -  5202 G
 PQ1711  PID         -  PQ1711
 PQ1711  STATE/COUNTY-  MN/NICOLLET
 PQ1711  COUNTRY     -  US
 PQ1711  USGS QUAD   -  NEW ULM (1992)
 PQ1711
 PQ1711                         *CURRENT SURVEY CONTROL
 PQ1711  ______________________________________________________________________
 PQ1711* NAD 83(2007) POSITION- 44 18 06.75399(N) 094 25 27.79897(W)   ADJUSTED  
 PQ1711* NAD 83(2007) ELLIP HT-   224.768 (meters)        (02/10/07)   ADJUSTED
 PQ1711* NAD 83(2007) EPOCH   -  2002.00
 PQ1711* NAVD 88 ORTHO HEIGHT -   252.865  (meters)     829.61  (feet) ADJUSTED  
 PQ1711  ______________________________________________________________________
 PQ1711  NAD 83(2007) X  -   -352,720.799 (meters)                     COMP
 PQ1711  NAD 83(2007) Y  - -4,558,647.471 (meters)                     COMP
 PQ1711  NAD 83(2007) Z  -  4,432,315.934 (meters)                     COMP
 PQ1711  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC09
 PQ1711  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 PQ1711  DYNAMIC HEIGHT  -        252.825 (meters)      829.48  (feet) COMP
 PQ1711  MODELED GRAVITY -    980,453.4   (mgal)                       NAVD 88
 PQ1711
 PQ1711  VERT ORDER      -  SECOND    CLASS I
 PQ1711
 PQ1711  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1711  Type                                         Horiz  Ellip  Dist(km)
 PQ1711  -------------------------------------------------------------------
 PQ1711  NETWORK                                       0.90   0.98
 PQ1711  -------------------------------------------------------------------
 PQ1711  MEDIAN LOCAL ACCURACY AND DIST (011 points)   1.04   1.02      8.24
 PQ1711  -------------------------------------------------------------------
 PQ1711  NOTE: Click here for information on individual local accuracy
 PQ1711  values and other accuracy information.
 PQ1711
 PQ1711
 PQ1711.The horizontal coordinates were established by GPS observations
 PQ1711.and adjusted by the National Geodetic Survey in February 2007.
 PQ1711
 PQ1711.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1711.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1711
 PQ1711.The horizontal coordinates are valid at the epoch date displayed above
 PQ1711.which is a decimal equivalence of Year/Month/Day.
 PQ1711
 PQ1711.The orthometric height was determined by differential leveling and
 PQ1711.adjusted in June 1995.
 PQ1711
 PQ1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1711
 PQ1711.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1711
 PQ1711.The ellipsoidal height was determined by GPS observations
 PQ1711.and is referenced to NAD 83.
 PQ1711
 PQ1711.The dynamic height is computed by dividing the NAVD 88
 PQ1711.geopotential number by the normal gravity value computed on the
 PQ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1711.degrees latitude (g = 980.6199 gals.).
 PQ1711
 PQ1711.The modeled gravity was interpolated from observed gravity values.
 PQ1711
 PQ1711. The following values were computed from the NAD 83(2007) position.
 PQ1711
 PQ1711;                    North         East     Units Scale Factor Converg.
 PQ1711;SPC MN S     -   244,740.997   766,137.053   MT  0.99992808   -0 17 50.9
 PQ1711;SPC MN S     -   802,954.42  2,513,567.98   sFT  0.99992808   -0 17 50.9
 PQ1711;UTM  15      - 4,906,388.951   386,381.219   MT  0.99975876   -0 59 41.8
 PQ1711
 PQ1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1711!SPC MN S     -   0.99996476  x   0.99992808  =   0.99989284
 PQ1711!UTM  15      -   0.99996476  x   0.99975876  =   0.99972353
 PQ1711
 PQ1711                          SUPERSEDED SURVEY CONTROL
 PQ1711
 PQ1711  NAD 83(1996)-  44 18 06.75339(N)    094 25 27.79834(W) AD(       ) 1
 PQ1711  ELLIP H (07/31/03)  224.804  (m)                       GP(       ) 3 2
 PQ1711  NAVD 88 (07/31/03)  252.87   (m)          829.6    (f) LEVELING    3  
 PQ1711
 PQ1711.Superseded values are not recommended for survey control.
 PQ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1711.See file dsdata.txt to determine how the superseded data were derived.
 PQ1711
 PQ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8638106388(NAD 83)
 PQ1711
 PQ1711_MARKER: DV = VERTICAL CONTROL DISK
 PQ1711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1711_SP_SET: ALUMINUM ALLOY ROD
 PQ1711_STAMPING: 5202 G 1987
 PQ1711_MARK LOGO: MNDT  
 PQ1711_PROJECTION: FLUSH
 PQ1711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1711+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2010
 PQ1711_ROD/PIPE-DEPTH:  6.1 meters
 PQ1711
 PQ1711  HISTORY     - Date     Condition        Report By
 PQ1711  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1711  HISTORY     - 20020711 GOOD             MNDT
 PQ1711  HISTORY     - 20050422 GOOD             MNDT
 PQ1711  HISTORY     - 20050422 GOOD             MNDT
 PQ1711  HISTORY     - 20050715 GOOD             MNDT
 PQ1711  HISTORY     - 20051019 GOOD             MNDT
 PQ1711  HISTORY     - 20100702 GOOD             AEROME
 PQ1711
 PQ1711                          STATION DESCRIPTION
 PQ1711
 PQ1711'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1711'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) EAST-SOUTHEAST OF THE CITY
 PQ1711'OF NEW ULM, IN THE SW 1/4 OF SECTION 27, T110N, R30W, IN THE
 PQ1711'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 14 AND COUNTY
 PQ1711'ROAD 37, 1.7 MILES (2.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM THE
 PQ1711'JUNCTION OF TRUNK HIGHWAYS 14 AND 15 EAST OF NEW ULM.  THE MARK, A
 PQ1711'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5202
 PQ1711'G 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT
 PQ1711'LONG ALUMINUM ROD THAT PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE SURFACE
 PQ1711'OF THE GROUND AND IS ABOUT 8 FEET (2.4 M) BELOW THE LEVEL OF TRUNK
 PQ1711'HIGHWAY 14.  THE MARK IS 178.0 FEET (54.3 M) NORTHWEST OF THE CENTER
 PQ1711'OF THE CONCRETE MEDIAN OF TRUNK HIGHWAY 14, 110.0 FEET (33.5 M) NORTH
 PQ1711'OF THE CENTER OF THE CONCRETE MEDIAN OF COUNTY ROAD 37, 1.6 FEET
 PQ1711'(0.5 M) SOUTH-SOUTHWEST OF A STEEL RIGHT-OF-WAY POST AND 0.7 FOOT
 PQ1711'(21.3 CM) SOUTH-SOUTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1711'DISK MAKES THE MARK MAGNETIC.
 PQ1711
 PQ1711                          STATION RECOVERY (2002)
 PQ1711
 PQ1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1711'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1711'THE MARK IS 1.7 MI (2.7 KM) SE ON TH 14 FROM JCT OF TH 14 AND TH 15
 PQ1711'EAST OF NEW ULM, 178 FT (54.3 M) SW OF TH 14 MEDIAN, 110 FT (33.5 M)
 PQ1711'NW OF CO RD 37 MEDIAN, 1.6 FT (0.5 M) SSW OF R/W POST, 0.7 FT (21.3
 PQ1711'CM) SSE OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. ROD DEPTH
 PQ1711'IS 20 FT.  (6.1 M)
 PQ1711
 PQ1711                          STATION RECOVERY (2005)
 PQ1711
 PQ1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1711'1.7 MILES SOUTHEAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY
 PQ1711'14 AND TRUNK HIGHWAY 15 EAST OF NEW ULM, 178 FEET SOUTHWEST OF TRUNK
 PQ1711'HIGHWAY 14 MEDIAN, 110.0 FEET NORTHWEST OF COUNTY ROAD 37 MEDIAN, 1.6
 PQ1711'FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 0.7 FEET SOUTH-SOUTHEAST OF
 PQ1711'WITNESS POST
 PQ1711
 PQ1711                          STATION RECOVERY (2005)
 PQ1711
 PQ1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1711'1.7 MILES SOUTHEAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY
 PQ1711'14 AND TRUNK HIGHWAY 15 EAST OF NEW ULM, 178 FEET SOUTHWEST OF TRUNK
 PQ1711'HIGHWAY 14 MEDIAN, 110.0 FEET NORTHWEST OF COUNTY ROAD 37 MEDIAN, 1.6
 PQ1711'FEET SOUTH-SOUTHWEST OF RIGHT OF WAY POST, 0.7 FEET SOUTH-SOUTHEAST OF
 PQ1711'WITNESS POST
 PQ1711
 PQ1711                          STATION RECOVERY (2005)
 PQ1711
 PQ1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1711'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1711'THE MARK IS 1.7 MILES (2.7 KM) SOUTHEAST OF NEW ULM, 1.7 MILES (2.7
 PQ1711'KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1711'AND TRUNK HIGHWAY 15 EAST OF NEW ULM, 178 FEET (54.3 M) SOUTHWEST OF
 PQ1711'TRUNK HIGHWAY 14 MEDIAN, 110.0 FEET (33.5 M) NORTHWEST OF COUNTY ROAD
 PQ1711'37 MEDIAN, 1.6 FEET (0.5 M) SOUTH-SOUTHWEST OF RIGHT   OF WAY POST,
 PQ1711'0.7 FEET (21.3 CM) SOUTH-SOUTHEAST OF WITNESS POST.
 PQ1711
 PQ1711                          STATION RECOVERY (2005)
 PQ1711
 PQ1711'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1711'RECOVERED AS DESCRIBED.
 PQ1711
 PQ1711                          STATION RECOVERY (2010)
 PQ1711
 PQ1711'RECOVERY NOTE BY AERO METRIC INC 2010
 PQ1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1714 ***********************************************************************
 PQ1714  DESIGNATION -  5202 H
 PQ1714  PID         -  PQ1714
 PQ1714  STATE/COUNTY-  MN/NICOLLET
 PQ1714  COUNTRY     -  US
 PQ1714  USGS QUAD   -  NEW ULM (1992)
 PQ1714
 PQ1714                         *CURRENT SURVEY CONTROL
 PQ1714  ______________________________________________________________________
 PQ1714* NAD 83(1986) POSITION- 44 17 50.94   (N) 094 25 56.41   (W)   HD_HELD1  
 PQ1714* NAVD 88 ORTHO HEIGHT -   249.034  (meters)     817.04  (feet) ADJUSTED  
 PQ1714  ______________________________________________________________________
 PQ1714  GEOID HEIGHT    -        -28.08  (meters)                     GEOID09
 PQ1714  DYNAMIC HEIGHT  -        248.995 (meters)      816.91  (feet) COMP
 PQ1714  MODELED GRAVITY -    980,452.8   (mgal)                       NAVD 88
 PQ1714
 PQ1714  VERT ORDER      -  SECOND    CLASS I
 PQ1714
 PQ1714.The horizontal coordinates were established by differentially corrected
 PQ1714.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 PQ1714.
 PQ1714.The orthometric height was determined by differential leveling and
 PQ1714.adjusted in November 2010.
 PQ1714
 PQ1714.Photographs are available for this station.
 PQ1714
 PQ1714.The dynamic height is computed by dividing the NAVD 88
 PQ1714.geopotential number by the normal gravity value computed on the
 PQ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1714.degrees latitude (g = 980.6199 gals.).
 PQ1714
 PQ1714.The modeled gravity was interpolated from observed gravity values.
 PQ1714
 PQ1714;                    North         East    Units  Estimated Accuracy
 PQ1714;SPC MN S     -   244,256.2     765,500.3     MT  (+/- 3 meters HH1 GPS) 
 PQ1714
 PQ1714                          SUPERSEDED SURVEY CONTROL
 PQ1714
 PQ1714  NAVD 88 (06/15/95)  249.062  (m)          817.13   (f) SUPERSEDED  2 1
 PQ1714
 PQ1714.Superseded values are not recommended for survey control.
 PQ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1714.See file dsdata.txt to determine how the superseded data were derived.
 PQ1714
 PQ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8573805912(NAD 83)
 PQ1714
 PQ1714_MARKER: DV = VERTICAL CONTROL DISK
 PQ1714_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1714_SP_SET: BRIDGE HEADWALL
 PQ1714_STAMPING: 5202 H 1987
 PQ1714_MARK LOGO: MNDT  
 PQ1714_MAGNETIC: N = NO MAGNETIC MATERIAL
 PQ1714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1714+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 PQ1714
 PQ1714  HISTORY     - Date     Condition        Report By
 PQ1714  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1714  HISTORY     - 20051019 GOOD             MNDT
 PQ1714
 PQ1714                          STATION DESCRIPTION
 PQ1714
 PQ1714'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1714'THE MARK IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF NEW ULM, IN
 PQ1714'THE NW 1/4 OF SECTION 33, T110N, R30W, IN THE SOUTHEAST CORNER OF
 PQ1714'BRIDGE (NUMBER 08520) 20TH STREET SOUTH (SOUTHWEST) AND NICOLLET
 PQ1714'COUNTY ROAD 37(NORTHEAST) OVER THE MINNESOTA RIVER, 2.25 MILES
 PQ1714'(3.62 KM) SOUTHEAST ALONG TRUNK HIGHWAYS 15 AND 68 FROM THE JUNCTION
 PQ1714'OF TRUNK HIGHWAYS 14, 15 AND 68 (BROADWAY AND 7TH STREET NORTH) IN
 PQ1714'NEW ULM, THENCE NORTHEAST ALONG 20TH STREET SOUTH FOR 0.55 MILE.  THE
 PQ1714'MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK STAMPED---5202 H
 PQ1714'1987---, IS SET IN THE SOUTHEAST CORNER OF THE EAST HEADWALL OF THE
 PQ1714'BRIDGE AND IS ABOUT 0.5 FOOT (15.2 CM) ABOVE THE LEVEL OF THE
 PQ1714'ROADWAY.  THE MARK IS 29.5 FEET (9.0 M) SOUTHEAST OF THE CENTERLINE
 PQ1714'OF THE BRIDGE.
 PQ1714
 PQ1714                          STATION RECOVERY (2005)
 PQ1714
 PQ1714'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 PQ1714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1716 ***********************************************************************
 PQ1716  DESIGNATION -  5202 K
 PQ1716  PID         -  PQ1716
 PQ1716  STATE/COUNTY-  MN/NICOLLET
 PQ1716  COUNTRY     -  US
 PQ1716  USGS QUAD   -  NEW ULM (1992)
 PQ1716
 PQ1716                         *CURRENT SURVEY CONTROL
 PQ1716  ______________________________________________________________________
 PQ1716* NAD 83(1986) POSITION- 44 17 29.     (N) 094 24 31.     (W)   SCALED    
 PQ1716* NAVD 88 ORTHO HEIGHT -   264.788  (meters)     868.73  (feet) ADJUSTED  
 PQ1716  ______________________________________________________________________
 PQ1716  GEOID HEIGHT    -        -28.10  (meters)                     GEOID09
 PQ1716  DYNAMIC HEIGHT  -        264.745 (meters)      868.58  (feet) COMP
 PQ1716  MODELED GRAVITY -    980,452.5   (mgal)                       NAVD 88
 PQ1716
 PQ1716  VERT ORDER      -  SECOND    CLASS I
 PQ1716
 PQ1716.The horizontal coordinates were scaled from a topographic map and have
 PQ1716.an estimated accuracy of +/- 6 seconds.
 PQ1716.
 PQ1716.The orthometric height was determined by differential leveling and
 PQ1716.adjusted in June 1995.
 PQ1716
 PQ1716.The dynamic height is computed by dividing the NAVD 88
 PQ1716.geopotential number by the normal gravity value computed on the
 PQ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1716.degrees latitude (g = 980.6199 gals.).
 PQ1716
 PQ1716.The modeled gravity was interpolated from observed gravity values.
 PQ1716
 PQ1716;                    North         East    Units  Estimated Accuracy
 PQ1716;SPC MN S     -   243,570.      767,390.      MT  (+/- 180 meters Scaled)
 PQ1716
 PQ1716                          SUPERSEDED SURVEY CONTROL
 PQ1716
 PQ1716.No superseded survey control is available for this station.
 PQ1716
 PQ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK876052(NAD 83)
 PQ1716
 PQ1716_MARKER: DV = VERTICAL CONTROL DISK
 PQ1716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1716_SP_SET: ALUMINUM ALLOY ROD
 PQ1716_STAMPING: 5202 K 1987
 PQ1716_MARK LOGO: MNDT  
 PQ1716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1716
 PQ1716  HISTORY     - Date     Condition        Report By
 PQ1716  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1716
 PQ1716                          STATION DESCRIPTION
 PQ1716
 PQ1716'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1716'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) SOUTHEAST OF THE CITY OF
 PQ1716'NEW ULM, IN THE NW 1/4 OF SECTION 35, T110N, R30W, 2.65 MILES
 PQ1716'(4.26 KM) SOUTH ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK
 PQ1716'HIGHWAYS 14 AND 15 EAST OF NEW ULM, AND NEAR THE JUNCTION OF A GRAVEL
 PQ1716'ROAD SOUTH.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1716'MONUMENT DISK STAMPED---5202 K 1987---, IS SET ON THE TOP OF A
 PQ1716'3/4-INCH DIAMETER BY 12-FOOT LONG DRIVEN ALUMINUM ROD THAT PROJECTS
 PQ1716'0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 PQ1716'(0.9 M) LOWER THAN THE HIGHWAY. THE MARK IS 71 FEET (21.6 M)
 PQ1716'SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION
 PQ1716'70+45, 68.0 FEET (20.7 M) WEST OF THE CENTER OF THE GRAVEL ROAD, 51.5
 PQ1716'FEET (15.7 M) WEST-SOUTHWEST OF HIGHWAY 14 MILEPOST 107, 68.9 FEET
 PQ1716'(21.0 M) WEST-NORTHWEST OF A CABLE MARKER POST, 48.4 FEET (14.8 M)
 PQ1716'EAST-SOUTHEAST OF A POWER POLE AND 0.5 FOOT (15.2 CM) NORTHEAST OF A
 PQ1716'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1717 ***********************************************************************
 PQ1717  DESIGNATION -  5202 L
 PQ1717  PID         -  PQ1717
 PQ1717  STATE/COUNTY-  MN/NICOLLET
 PQ1717  COUNTRY     -  US
 PQ1717  USGS QUAD   -  NEW ULM (1992)
 PQ1717
 PQ1717                         *CURRENT SURVEY CONTROL
 PQ1717  ______________________________________________________________________
 PQ1717* NAD 83(1986) POSITION- 44 17 17.     (N) 094 24 05.     (W)   SCALED    
 PQ1717* NAVD 88 ORTHO HEIGHT -   281.800  (meters)     924.54  (feet) ADJUSTED  
 PQ1717  ______________________________________________________________________
 PQ1717  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 PQ1717  DYNAMIC HEIGHT  -        281.756 (meters)      924.39  (feet) COMP
 PQ1717  MODELED GRAVITY -    980,452.2   (mgal)                       NAVD 88
 PQ1717
 PQ1717  VERT ORDER      -  SECOND    CLASS I
 PQ1717
 PQ1717.The horizontal coordinates were scaled from a topographic map and have
 PQ1717.an estimated accuracy of +/- 6 seconds.
 PQ1717.
 PQ1717.The orthometric height was determined by differential leveling and
 PQ1717.adjusted in June 1995.
 PQ1717
 PQ1717.The dynamic height is computed by dividing the NAVD 88
 PQ1717.geopotential number by the normal gravity value computed on the
 PQ1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1717.degrees latitude (g = 980.6199 gals.).
 PQ1717
 PQ1717.The modeled gravity was interpolated from observed gravity values.
 PQ1717
 PQ1717;                    North         East    Units  Estimated Accuracy
 PQ1717;SPC MN S     -   243,200.      767,970.      MT  (+/- 180 meters Scaled)
 PQ1717
 PQ1717                          SUPERSEDED SURVEY CONTROL
 PQ1717
 PQ1717.No superseded survey control is available for this station.
 PQ1717
 PQ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK881048(NAD 83)
 PQ1717
 PQ1717_MARKER: DV = VERTICAL CONTROL DISK
 PQ1717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1717_SP_SET: ALUMINUM ALLOY ROD
 PQ1717_STAMPING: 5202 L 1987
 PQ1717_MARK LOGO: MNDT  
 PQ1717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1717
 PQ1717  HISTORY     - Date     Condition        Report By
 PQ1717  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1717
 PQ1717                          STATION DESCRIPTION
 PQ1717
 PQ1717'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1717'THE MARK IS LOCATED ABOUT 3.5 MILES (5.6 KM) SOUTHEAST OF THE CITY OF
 PQ1717'NEW ULM, IN THE SE 1/4 OF SECTION 35, T110N, R30W, 3.2 MILES
 PQ1717'(5.1 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM THE JUNCTION OF TRUNK
 PQ1717'HIGHWAYS 14 AND 15 EAST OF NEW ULM, AND NEAR AN ENTRANCE.  THE MARK,
 PQ1717'A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1717'STAMPED---5202 L 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1717'DIAMETER BY 23-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT
 PQ1717'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 2 FEET (0.6 M)
 PQ1717'LOWER THAN TRUNK HIGHWAY 14.  THE MARK IS 70 FEET (21.3 M) SOUTHWEST
 PQ1717'OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 799+00 AND
 PQ1717'MILEPOINT 107.55, 53 FEET (16.2 M) WEST OF THE CENTER OF THE
 PQ1717'ENTRANCE, 139.4 FEET (42.5 M) EAST-SOUTHEAST OF A TELEPHONE CABLE
 PQ1717'MARKER POST, 49.3 FEET (15.0 M) WEST-NORTHWEST OF ANOTHER TELEPHONE
 PQ1717'CABLE MARKER POST AND 0.5 FOOT (15.2 CM) NORTHEAST OF A STEEL WITNESS
 PQ1717'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1718 ***********************************************************************
 PQ1718  DESIGNATION -  5202 M
 PQ1718  PID         -  PQ1718
 PQ1718  STATE/COUNTY-  MN/NICOLLET
 PQ1718  COUNTRY     -  US
 PQ1718  USGS QUAD   -  NEW ULM (1992)
 PQ1718
 PQ1718                         *CURRENT SURVEY CONTROL
 PQ1718  ______________________________________________________________________
 PQ1718* NAD 83(1986) POSITION- 44 17 05.     (N) 094 23 30.     (W)   SCALED    
 PQ1718* NAVD 88 ORTHO HEIGHT -   280.780  (meters)     921.19  (feet) ADJUSTED  
 PQ1718  ______________________________________________________________________
 PQ1718  GEOID HEIGHT    -        -28.11  (meters)                     GEOID09
 PQ1718  DYNAMIC HEIGHT  -        280.735 (meters)      921.04  (feet) COMP
 PQ1718  MODELED GRAVITY -    980,451.9   (mgal)                       NAVD 88
 PQ1718
 PQ1718  VERT ORDER      -  SECOND    CLASS I
 PQ1718
 PQ1718.The horizontal coordinates were scaled from a topographic map and have
 PQ1718.an estimated accuracy of +/- 6 seconds.
 PQ1718.
 PQ1718.The orthometric height was determined by differential leveling and
 PQ1718.adjusted in June 1995.
 PQ1718
 PQ1718.Photographs are available for this station.
 PQ1718
 PQ1718.The dynamic height is computed by dividing the NAVD 88
 PQ1718.geopotential number by the normal gravity value computed on the
 PQ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1718.degrees latitude (g = 980.6199 gals.).
 PQ1718
 PQ1718.The modeled gravity was interpolated from observed gravity values.
 PQ1718
 PQ1718;                    North         East    Units  Estimated Accuracy
 PQ1718;SPC MN S     -   242,820.      768,740.      MT  (+/- 180 meters Scaled)
 PQ1718
 PQ1718                          SUPERSEDED SURVEY CONTROL
 PQ1718
 PQ1718.No superseded survey control is available for this station.
 PQ1718
 PQ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK889044(NAD 83)
 PQ1718
 PQ1718_MARKER: DV = VERTICAL CONTROL DISK
 PQ1718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1718_SP_SET: METAL ROD DRIVEN INTO GROUND
 PQ1718_STAMPING: 5202 M 1987
 PQ1718_MARK LOGO: MNDT  
 PQ1718_PROJECTION: PROJECTING 15 CENTIMETERS
 PQ1718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1718+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 PQ1718
 PQ1718  HISTORY     - Date     Condition        Report By
 PQ1718  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1718  HISTORY     - 20041013 GOOD             MNDT
 PQ1718
 PQ1718                          STATION DESCRIPTION
 PQ1718
 PQ1718'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1718'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) WEST-NORTHWEST OF THE
 PQ1718'TOWN OF COURTLAND, IN THE SW 1/4 OF SECTION 36, T110N, R30W, IN THE
 PQ1718'NORTHEAST QUADRANT OF A GRAVEL ROAD CROSSING TRUNK HIGHWAY 14, 2.7
 PQ1718'MILES (4.3 KM) WEST-NORTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS
 PQ1718'JUNCTION WITH COUNTY ROAD 24 AT COURTLAND.  THE MARK, A STANDARD MNDT
 PQ1718'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5202 M 1987---, IS
 PQ1718'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 5-FOOT LONG ALUMINUM
 PQ1718'ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND
 PQ1718'AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE
 PQ1718'MARK IS 70 FEET (21.3 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 14
 PQ1718'AT ENGINEERS STATION 829+62 AND MILEPOINT 108.1, 75.0 FEET (22.9 M)
 PQ1718'EAST OF THE CENTER OF A GRAVEL ROAD, 164.1 FEET (50.0 M)
 PQ1718'NORTH-NORTHWEST OF A WOOD TELEPHONE CABLE MARKER POST, 149.2 FEET
 PQ1718'(45.5 M) WEST-NORTHWEST OF A POWER POLE, 27.7 FEET (8.4 M)
 PQ1718'EAST-SOUTHEAST OF ANOTHER CABLE MARKER POST AND 0.5 FOOT (15.2 CM)
 PQ1718'SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1718'MAGNETIC. NOTE--AFTER BEING DRIVEN TO REFUSAL, THE ROD COULD NOT BE
 PQ1718'REMOVED FROM THE GROUND AND IT WAS DECIDED TO LEAVE IT AS IS.  THE
 PQ1718'MONUMENT COULD POSE FUTURE PROBLEMS DUE TO ITS SHALLOW SETTING.
 PQ1718
 PQ1718                          STATION RECOVERY (2004)
 PQ1718
 PQ1718'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (JS)
 PQ1718'2.7 MILES WEST-NORTHWEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK
 PQ1718'HIGHWAY 14 AND COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14
 PQ1718'MILEPOINT 108.1, 70 FEET NORTH OF TRUNK HIGHWAY 14, 75 FEET EAST OF
 PQ1718'GRAVEL ROAD, 164.1 FEET NORTH-NORTHWEST OF TELEPHONE CABLE MARKER
 PQ1718'POST, 149.2 FEET WEST-NORTHWEST OF POWER POLE, 27.7 FEET
 PQ1718'EAST-SOUTHEAST OF CABLE MARKER POST, 0.5 FEET SOUTH OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1719 ***********************************************************************
 PQ1719  DESIGNATION -  5202 N
 PQ1719  PID         -  PQ1719
 PQ1719  STATE/COUNTY-  MN/NICOLLET
 PQ1719  COUNTRY     -  US
 PQ1719  USGS QUAD   -  NEW ULM (1992)
 PQ1719
 PQ1719                         *CURRENT SURVEY CONTROL
 PQ1719  ______________________________________________________________________
 PQ1719* NAD 83(1986) POSITION- 44 16 56.     (N) 094 23 01.     (W)   SCALED    
 PQ1719* NAVD 88 ORTHO HEIGHT -   284.999  (meters)     935.03  (feet) ADJUSTED  
 PQ1719  ______________________________________________________________________
 PQ1719  GEOID HEIGHT    -        -28.12  (meters)                     GEOID09
 PQ1719  DYNAMIC HEIGHT  -        284.953 (meters)      934.88  (feet) COMP
 PQ1719  MODELED GRAVITY -    980,451.8   (mgal)                       NAVD 88
 PQ1719
 PQ1719  VERT ORDER      -  SECOND    CLASS I
 PQ1719
 PQ1719.The horizontal coordinates were scaled from a topographic map and have
 PQ1719.an estimated accuracy of +/- 6 seconds.
 PQ1719.
 PQ1719.The orthometric height was determined by differential leveling and
 PQ1719.adjusted in June 1995.
 PQ1719
 PQ1719.The dynamic height is computed by dividing the NAVD 88
 PQ1719.geopotential number by the normal gravity value computed on the
 PQ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1719.degrees latitude (g = 980.6199 gals.).
 PQ1719
 PQ1719.The modeled gravity was interpolated from observed gravity values.
 PQ1719
 PQ1719;                    North         East    Units  Estimated Accuracy
 PQ1719;SPC MN S     -   242,540.      769,380.      MT  (+/- 180 meters Scaled)
 PQ1719
 PQ1719                          SUPERSEDED SURVEY CONTROL
 PQ1719
 PQ1719.No superseded survey control is available for this station.
 PQ1719
 PQ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK895041(NAD 83)
 PQ1719
 PQ1719_MARKER: DV = VERTICAL CONTROL DISK
 PQ1719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1719_SP_SET: ALUMINUM ALLOY ROD
 PQ1719_STAMPING: 5202 N 1987
 PQ1719_MARK LOGO: MNDT  
 PQ1719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1719
 PQ1719  HISTORY     - Date     Condition        Report By
 PQ1719  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1719
 PQ1719                          STATION DESCRIPTION
 PQ1719
 PQ1719'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1719'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) WEST-NORTHWEST OF THE
 PQ1719'TOWN OF COURTLAND, IN THE NW 1/4 OF SECTION 1, T109N, R30W, NEAR AN
 PQ1719'ENTRANCE, 2.3 MILES (3.7 KM) WEST-NORTHWEST OF THE JUNCTION OF TRUNK
 PQ1719'HIGHWAY 14 AND COUNTY ROAD 24 IN COURTLAND.  THE MARK, A STANDARD
 PQ1719'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5202 N
 PQ1719'1987---, IS SET ON TOP OF A DRIVEN 3/4-INCH DIAMETER BY 22-FOOT LONG
 PQ1719'ALUMINUM ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE
 PQ1719'GROUND AND IS 1.0 FOOT (0.3 M) ABOVE THE LEVEL OF TRUNK HIGHWAY 14.
 PQ1719'THE MARK IS 61 FEET (18.6 M) NORTH OF ENGINEERS STATION 851+99 AND
 PQ1719'MILEPOINT 108.55, 24.5 FEET (7.5 M) EAST OF THE CENTER OF AN
 PQ1719'ENTRANCE, 146.3 FEET (44.6 M) NORTHEAST OF A TELEPHONE CABLE POST,
 PQ1719'28.3 FEET (8.6 M) WEST OF A WOOD CORNER FENCE POST, 41.0 FEET
 PQ1719'(12.5 M) EAST OF A WOOD FENCE POST AND 0.5 FOOT (15.2 CM) SOUTH OF A
 PQ1719'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1721 ***********************************************************************
 PQ1721  DESIGNATION -  5202 Q
 PQ1721  PID         -  PQ1721
 PQ1721  STATE/COUNTY-  MN/NICOLLET
 PQ1721  COUNTRY     -  US
 PQ1721  USGS QUAD   -  COURTLAND (1964)
 PQ1721
 PQ1721                         *CURRENT SURVEY CONTROL
 PQ1721  ______________________________________________________________________
 PQ1721* NAD 83(2007) POSITION- 44 16 32.75988(N) 094 21 55.54214(W)   ADJUSTED  
 PQ1721* NAD 83(2007) ELLIP HT-   255.622 (meters)        (02/10/07)   ADJUSTED
 PQ1721* NAD 83(2007) EPOCH   -  2002.00
 PQ1721* NAVD 88 ORTHO HEIGHT -   283.774  (meters)     931.02  (feet) ADJUSTED  
 PQ1721  ______________________________________________________________________
 PQ1721  NAD 83(2007) X  -   -348,185.426 (meters)                     COMP
 PQ1721  NAD 83(2007) Y  - -4,561,050.103 (meters)                     COMP
 PQ1721  NAD 83(2007) Z  -  4,430,260.616 (meters)                     COMP
 PQ1721  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC09
 PQ1721  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 PQ1721  DYNAMIC HEIGHT  -        283.729 (meters)      930.87  (feet) COMP
 PQ1721  MODELED GRAVITY -    980,451.2   (mgal)                       NAVD 88
 PQ1721
 PQ1721  VERT ORDER      -  SECOND    CLASS I
 PQ1721
 PQ1721  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1721  Type                                         Horiz  Ellip  Dist(km)
 PQ1721  -------------------------------------------------------------------
 PQ1721  NETWORK                                       1.03   0.84
 PQ1721  -------------------------------------------------------------------
 PQ1721  MEDIAN LOCAL ACCURACY AND DIST (010 points)   1.13   0.84      8.34
 PQ1721  -------------------------------------------------------------------
 PQ1721  NOTE: Click here for information on individual local accuracy
 PQ1721  values and other accuracy information.
 PQ1721
 PQ1721
 PQ1721.The horizontal coordinates were established by GPS observations
 PQ1721.and adjusted by the National Geodetic Survey in February 2007.
 PQ1721
 PQ1721.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1721.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1721
 PQ1721.The horizontal coordinates are valid at the epoch date displayed above
 PQ1721.which is a decimal equivalence of Year/Month/Day.
 PQ1721
 PQ1721.The orthometric height was determined by differential leveling and
 PQ1721.adjusted in June 1995.
 PQ1721
 PQ1721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1721
 PQ1721.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1721
 PQ1721.The ellipsoidal height was determined by GPS observations
 PQ1721.and is referenced to NAD 83.
 PQ1721
 PQ1721.The dynamic height is computed by dividing the NAVD 88
 PQ1721.geopotential number by the normal gravity value computed on the
 PQ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1721.degrees latitude (g = 980.6199 gals.).
 PQ1721
 PQ1721.The modeled gravity was interpolated from observed gravity values.
 PQ1721
 PQ1721. The following values were computed from the NAD 83(2007) position.
 PQ1721
 PQ1721;                    North         East     Units Scale Factor Converg.
 PQ1721;SPC MN S     -   241,817.275   770,828.623   MT  0.99992976   -0 15 22.1
 PQ1721;SPC MN S     -   793,362.18  2,528,960.24   sFT  0.99992976   -0 15 22.1
 PQ1721;UTM  15      - 4,903,408.873   391,036.037   MT  0.99974602   -0 57 11.9
 PQ1721
 PQ1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1721!SPC MN S     -   0.99995992  x   0.99992976  =   0.99988968
 PQ1721!UTM  15      -   0.99995992  x   0.99974602  =   0.99970595
 PQ1721
 PQ1721                          SUPERSEDED SURVEY CONTROL
 PQ1721
 PQ1721  NAD 83(1996)-  44 16 32.75925(N)    094 21 55.54122(W) AD(       ) 1
 PQ1721  ELLIP H (07/31/03)  255.662  (m)                       GP(       ) 3 2
 PQ1721  NAVD 88 (07/31/03)  283.77   (m)          931.0    (f) LEVELING    3  
 PQ1721
 PQ1721.Superseded values are not recommended for survey control.
 PQ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1721.See file dsdata.txt to determine how the superseded data were derived.
 PQ1721
 PQ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK9103603408(NAD 83)
 PQ1721
 PQ1721_MARKER: DV = VERTICAL CONTROL DISK
 PQ1721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1721_SP_SET: ALUMINUM ALLOY ROD
 PQ1721_STAMPING: 5202 Q 1987
 PQ1721_MARK LOGO: MNDT  
 PQ1721_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1721_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1721+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PQ1721_ROD/PIPE-DEPTH:  8.5 meters
 PQ1721
 PQ1721  HISTORY     - Date     Condition        Report By
 PQ1721  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1721  HISTORY     - 20020711 GOOD             MNDT
 PQ1721  HISTORY     - 20050422 GOOD             MNDT
 PQ1721  HISTORY     - 20050422 GOOD             MNDT
 PQ1721  HISTORY     - 20050715 GOOD             MNDT
 PQ1721
 PQ1721                          STATION DESCRIPTION
 PQ1721
 PQ1721'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1721'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) WEST-NORTHWEST OF THE
 PQ1721'TOWN OF COURTLAND, IN THE SW 1/4 OF SECTION 6, T109N, R29W, ON THE
 PQ1721'SOUTH RIGHT-OF-WAY OF TRUNK HIGHWAY 14, 1.3 MILES (2.1 KM) WEST ALONG
 PQ1721'TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN COURTLAND.
 PQ1721'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1721'STAMPED---5202 Q 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1721'DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.2 FOOT
 PQ1721'(6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M)
 PQ1721'BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 74 FEET (22.6 M) SOUTH OF
 PQ1721'THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 905+59 AND
 PQ1721'MILEPOINT 109.55, 59.0 FEET (18.0 M) WEST-SOUTHWEST OF A STEEL POST
 PQ1721'MARKING A CULVERT AND 0.5 FOOT (15.2 CM) NORTHEAST OF A STEEL WITNESS
 PQ1721'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC
 PQ1721
 PQ1721                          STATION RECOVERY (2002)
 PQ1721
 PQ1721'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1721'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 PQ1721
 PQ1721                          STATION RECOVERY (2005)
 PQ1721
 PQ1721'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1721'1.3 MILES WEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1721'AND COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14 MILEPOINT 109.55,
 PQ1721'74 FEET SOUTH OF TRUNK HIGHWAY 14, 59.0 FEET WEST-SOUTHWEST OF STEEL
 PQ1721'POST MARKING CULVERT, 0.5 FEET NORTHEAST OF WITNESS POST
 PQ1721
 PQ1721                          STATION RECOVERY (2005)
 PQ1721
 PQ1721'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1721'1.3 MILES WEST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1721'AND COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14 MILEPOINT 109.55,
 PQ1721'74 FEET SOUTH OF TRUNK HIGHWAY 14, 59.0 FEET WEST-SOUTHWEST OF STEEL
 PQ1721'POST MARKING CULVERT, 0.5 FEET NORTHEAST OF WITNESS POST
 PQ1721
 PQ1721                          STATION RECOVERY (2005)
 PQ1721
 PQ1721'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (CDO)
 PQ1721'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 PQ1721'THE MARK IS 1.3 MILES (2.1 KM) WEST OF COURTLAND, 1.3 MILES (2.1 KM)
 PQ1721'WEST ALONG TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14 AND
 PQ1721'COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14 MILEPOINT 109.55, 74
 PQ1721'FEET (22.6 M) SOUTH OF TRUNK HIGHWAY 14, 59.0 FEET (18.0 M)
 PQ1721'WEST-SOUTHWEST OF STEEL POST MARKING CULVERT, 0.5 FEET (15.2 CM)
 PQ1721'NORTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1722 ***********************************************************************
 PQ1722  DESIGNATION -  5202 R
 PQ1722  PID         -  PQ1722
 PQ1722  STATE/COUNTY-  MN/NICOLLET
 PQ1722  COUNTRY     -  US
 PQ1722  USGS QUAD   -  COURTLAND (1964)
 PQ1722
 PQ1722                         *CURRENT SURVEY CONTROL
 PQ1722  ______________________________________________________________________
 PQ1722* NAD 83(1986) POSITION- 44 16 21.     (N) 094 21 17.     (W)   SCALED    
 PQ1722* NAVD 88 ORTHO HEIGHT -   286.908  (meters)     941.30  (feet) ADJUSTED  
 PQ1722  ______________________________________________________________________
 PQ1722  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 PQ1722  DYNAMIC HEIGHT  -        286.862 (meters)      941.15  (feet) COMP
 PQ1722  MODELED GRAVITY -    980,451.0   (mgal)                       NAVD 88
 PQ1722
 PQ1722  VERT ORDER      -  SECOND    CLASS I
 PQ1722
 PQ1722.The horizontal coordinates were scaled from a topographic map and have
 PQ1722.an estimated accuracy of +/- 6 seconds.
 PQ1722.
 PQ1722.The orthometric height was determined by differential leveling and
 PQ1722.adjusted in June 1995.
 PQ1722
 PQ1722.The dynamic height is computed by dividing the NAVD 88
 PQ1722.geopotential number by the normal gravity value computed on the
 PQ1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1722.degrees latitude (g = 980.6199 gals.).
 PQ1722
 PQ1722.The modeled gravity was interpolated from observed gravity values.
 PQ1722
 PQ1722;                    North         East    Units  Estimated Accuracy
 PQ1722;SPC MN S     -   241,450.      771,680.      MT  (+/- 180 meters Scaled)
 PQ1722
 PQ1722                          SUPERSEDED SURVEY CONTROL
 PQ1722
 PQ1722.No superseded survey control is available for this station.
 PQ1722
 PQ1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK918030(NAD 83)
 PQ1722
 PQ1722_MARKER: DV = VERTICAL CONTROL DISK
 PQ1722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1722_SP_SET: ALUMINUM ALLOY ROD
 PQ1722_STAMPING: 5202 R 1987
 PQ1722_MARK LOGO: MNDT  
 PQ1722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1722
 PQ1722  HISTORY     - Date     Condition        Report By
 PQ1722  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1722
 PQ1722                          STATION DESCRIPTION
 PQ1722
 PQ1722'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1722'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) WEST-NORTHWEST OF THE
 PQ1722'TOWN OF COURTLAND, IN THE SE 1/4 OF SECTION 6, T109N, R29W, AT THE
 PQ1722'NORTH END OF A HEDGE ROW, 0.7 MILE (1.1 KM) WEST-NORTHWEST ALONG
 PQ1722'TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN COURTLAND.
 PQ1722'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1722'STAMPED---5202 R 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1722'DIAMETER BY 35-FOOT LONG ALUMINUM ROD WHICH PROJECTS 0.2 FOOT
 PQ1722'(6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE
 PQ1722'HIGHWAY.  THE MARK IS 75 FEET (22.9 M) SOUTHEAST OF THE CENTERLINE OF
 PQ1722'THE HIGHWAY AT ENGINEERS STATION 935+53 AND MILEPOINT 110.1, 130.0
 PQ1722'FEET (39.6 M) WEST-NORTHWEST OF AN ENTRANCE, 171.0 FEET (52.1 M)
 PQ1722'WEST-NORTHWEST OF A TELEPHONE CABLE MARKER POST, 152.9 FEET (46.6 M)
 PQ1722'SOUTH OF A POWER POLE, 5.7 FEET (1.7 M) WEST-NORTHWEST OF A FENCE POST
 PQ1722'AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL WITNESS POST.  A MAGNET IN
 PQ1722'THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1723 ***********************************************************************
 PQ1723  DESIGNATION -  5202 S
 PQ1723  PID         -  PQ1723
 PQ1723  STATE/COUNTY-  MN/NICOLLET
 PQ1723  COUNTRY     -  US
 PQ1723  USGS QUAD   -  COURTLAND (1964)
 PQ1723
 PQ1723                         *CURRENT SURVEY CONTROL
 PQ1723  ______________________________________________________________________
 PQ1723* NAD 83(1986) POSITION- 44 16 10.     (N) 094 20 49.     (W)   SCALED    
 PQ1723* NAVD 88 ORTHO HEIGHT -   286.083  (meters)     938.59  (feet) ADJUSTED  
 PQ1723  ______________________________________________________________________
 PQ1723  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1723  DYNAMIC HEIGHT  -        286.037 (meters)      938.44  (feet) COMP
 PQ1723  MODELED GRAVITY -    980,450.7   (mgal)                       NAVD 88
 PQ1723
 PQ1723  VERT ORDER      -  SECOND    CLASS I
 PQ1723
 PQ1723.The horizontal coordinates were scaled from a topographic map and have
 PQ1723.an estimated accuracy of +/- 6 seconds.
 PQ1723.
 PQ1723.The orthometric height was determined by differential leveling and
 PQ1723.adjusted in June 1995.
 PQ1723
 PQ1723.The dynamic height is computed by dividing the NAVD 88
 PQ1723.geopotential number by the normal gravity value computed on the
 PQ1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1723.degrees latitude (g = 980.6199 gals.).
 PQ1723
 PQ1723.The modeled gravity was interpolated from observed gravity values.
 PQ1723
 PQ1723;                    North         East    Units  Estimated Accuracy
 PQ1723;SPC MN S     -   241,110.      772,300.      MT  (+/- 180 meters Scaled)
 PQ1723
 PQ1723                          SUPERSEDED SURVEY CONTROL
 PQ1723
 PQ1723.No superseded survey control is available for this station.
 PQ1723
 PQ1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK924026(NAD 83)
 PQ1723
 PQ1723_MARKER: DV = VERTICAL CONTROL DISK
 PQ1723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1723_SP_SET: ALUMINUM ALLOY ROD
 PQ1723_STAMPING: 5202 S 1987
 PQ1723_MARK LOGO: MNDT  
 PQ1723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1723
 PQ1723  HISTORY     - Date     Condition        Report By
 PQ1723  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1723
 PQ1723                          STATION DESCRIPTION
 PQ1723
 PQ1723'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1723'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) WEST-SOUTHWEST OF THE
 PQ1723'TOWN OF COURTLAND, IN THE SW 1/4 OF SECTION 5, T109N, R29W, 0.25 MILE
 PQ1723'(0.40 KM) WEST-SOUTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION
 PQ1723'WITH COUNTY ROAD 24 IN COURTLAND.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1723'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 S 1987---, IS SET ON
 PQ1723'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 24-FOOT LONG ALUMINUM ROD
 PQ1723'THAT PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1723'IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS
 PQ1723'75 FEET (22.9 M) NORTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1723'ENGINEERS STATION 959+17 AND MILEPOINT 110.55, 30.7 FEET (9.4 M) WEST
 PQ1723'OF THE CENTER OF A FIELD ENTRANCE, 10.5 FEET (3.2 M) WEST-NORTHWEST
 PQ1723'OF A WOOD POST AND 0.5 FOOT (15.2 CM) NORTHEAST OF A STEEL WITNESS
 PQ1723'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1724 ***********************************************************************
 PQ1724  DESIGNATION -  5202 T
 PQ1724  PID         -  PQ1724
 PQ1724  STATE/COUNTY-  MN/NICOLLET
 PQ1724  COUNTRY     -  US
 PQ1724  USGS QUAD   -  COURTLAND (1964)
 PQ1724
 PQ1724                         *CURRENT SURVEY CONTROL
 PQ1724  ______________________________________________________________________
 PQ1724* NAD 83(1986) POSITION- 44 16 10.     (N) 094 20 32.     (W)   SCALED    
 PQ1724* NAVD 88 ORTHO HEIGHT -   284.319  (meters)     932.80  (feet) ADJUSTED  
 PQ1724  ______________________________________________________________________
 PQ1724  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1724  DYNAMIC HEIGHT  -        284.273 (meters)      932.65  (feet) COMP
 PQ1724  MODELED GRAVITY -    980,450.7   (mgal)                       NAVD 88
 PQ1724
 PQ1724  VERT ORDER      -  SECOND    CLASS I
 PQ1724
 PQ1724.The horizontal coordinates were scaled from a topographic map and have
 PQ1724.an estimated accuracy of +/- 6 seconds.
 PQ1724.
 PQ1724.The orthometric height was determined by differential leveling and
 PQ1724.adjusted in June 1995.
 PQ1724
 PQ1724.The dynamic height is computed by dividing the NAVD 88
 PQ1724.geopotential number by the normal gravity value computed on the
 PQ1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1724.degrees latitude (g = 980.6199 gals.).
 PQ1724
 PQ1724.The modeled gravity was interpolated from observed gravity values.
 PQ1724
 PQ1724;                    North         East    Units  Estimated Accuracy
 PQ1724;SPC MN S     -   241,110.      772,680.      MT  (+/- 180 meters Scaled)
 PQ1724
 PQ1724                          SUPERSEDED SURVEY CONTROL
 PQ1724
 PQ1724.No superseded survey control is available for this station.
 PQ1724
 PQ1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK928026(NAD 83)
 PQ1724
 PQ1724_MARKER: DV = VERTICAL CONTROL DISK
 PQ1724_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1724+WITH SETTING: PAVEMENT
 PQ1724_SP_SET: CONCRETE BASE OF WATER TANK
 PQ1724_STAMPING: 5202 T 1987
 PQ1724_MARK LOGO: MNDT  
 PQ1724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1724+STABILITY: SURFACE MOTION
 PQ1724
 PQ1724  HISTORY     - Date     Condition        Report By
 PQ1724  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1724
 PQ1724                          STATION DESCRIPTION
 PQ1724
 PQ1724'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1724'THE MARK IS LOCATED IN THE TOWN OF COURTLAND, ONE BLOCKNORTH OF TRUNK
 PQ1724'HIGHWAY 14 AND ABOUT 180 FEET (54.9 M) WEST OF 4TH STREET, AT THE
 PQ1724'MUNICIPAL WATER TANK WHICH IS IN THE SW 1/4 OF SECTION 5, T109N,
 PQ1724'R29W.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT
 PQ1724'DISK STAMPED---5202 T 1987---, IS SET IN A DRILL HOLE IN THE
 PQ1724'SOUTHWEST CORNER OF THE 7.9 FOOT (2.4 M) BY 4.5 FOOT (1.4 M) CONCRETE
 PQ1724'SLAB OF THE STANDPIPE OF THE WATER TANK.  THE MARK IS 36.0 FEET
 PQ1724'(11.0 M) NORTH OF THE CENTER OF THE ROAD, 36.6 FEET (11.2 M)
 PQ1724'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BLOCK BUILDING, 0.65 FOOT
 PQ1724'(19.81 CM) EAST OF THE WEST EDGE OF THE SLAB, 0.45 FEET (13.72 CM)
 PQ1724'NORTH OF THE SOUTH EDGE OF THE SLAB AND 5.3 FEET (1.6 M)
 PQ1724'WEST-SOUTHWEST OF THE CENTER OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1729 ***********************************************************************
 PQ1729  DESIGNATION -  5202 U
 PQ1729  PID         -  PQ1729
 PQ1729  STATE/COUNTY-  MN/NICOLLET
 PQ1729  COUNTRY     -  US
 PQ1729  USGS QUAD   -  COURTLAND (1964)
 PQ1729
 PQ1729                         *CURRENT SURVEY CONTROL
 PQ1729  ______________________________________________________________________
 PQ1729* NAD 83(1986) POSITION- 44 16 04.     (N) 094 20 07.     (W)   SCALED    
 PQ1729* NAVD 88 ORTHO HEIGHT -   284.725  (meters)     934.14  (feet) ADJUSTED  
 PQ1729  ______________________________________________________________________
 PQ1729  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1729  DYNAMIC HEIGHT  -        284.679 (meters)      933.98  (feet) COMP
 PQ1729  MODELED GRAVITY -    980,450.5   (mgal)                       NAVD 88
 PQ1729
 PQ1729  VERT ORDER      -  SECOND    CLASS I
 PQ1729
 PQ1729.The horizontal coordinates were scaled from a topographic map and have
 PQ1729.an estimated accuracy of +/- 6 seconds.
 PQ1729.
 PQ1729.The orthometric height was determined by differential leveling and
 PQ1729.adjusted in June 1995.
 PQ1729
 PQ1729.The dynamic height is computed by dividing the NAVD 88
 PQ1729.geopotential number by the normal gravity value computed on the
 PQ1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1729.degrees latitude (g = 980.6199 gals.).
 PQ1729
 PQ1729.The modeled gravity was interpolated from observed gravity values.
 PQ1729
 PQ1729;                    North         East    Units  Estimated Accuracy
 PQ1729;SPC MN S     -   240,920.      773,230.      MT  (+/- 180 meters Scaled)
 PQ1729
 PQ1729                          SUPERSEDED SURVEY CONTROL
 PQ1729
 PQ1729.No superseded survey control is available for this station.
 PQ1729
 PQ1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK934024(NAD 83)
 PQ1729
 PQ1729_MARKER: DV = VERTICAL CONTROL DISK
 PQ1729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1729_SP_SET: ALUMINUM ALLOY ROD
 PQ1729_STAMPING: 5202 U 1987
 PQ1729_MARK LOGO: MNDT  
 PQ1729_PROJECTION: PROJECTING 10 CENTIMETERS
 PQ1729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1729+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 PQ1729_ROD/PIPE-DEPTH:  7.9 meters
 PQ1729
 PQ1729  HISTORY     - Date     Condition        Report By
 PQ1729  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1729  HISTORY     - 20050111 GOOD             MNDT
 PQ1729
 PQ1729                          STATION DESCRIPTION
 PQ1729
 PQ1729'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1729'THE MARK IS LOCATED ON THE EAST SIDE OF THE TOWN OF COURTLAND, IN THE
 PQ1729'NW 1/4 OF SECTION 8, T109N, R29W, 0.3 MILE (0.5 KM) EAST ALONG TRUNK
 PQ1729'HIGHWAY 14 FROM ITS JUNCTION WITH COUNTY ROAD 24 IN COURTLAND.  THE
 PQ1729'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1729'STAMPED---5202 U 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1729'DIAMETER BY 26-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT
 PQ1729'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1.5 FEET
 PQ1729'(0.5 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 52 FEET
 PQ1729'(15.8 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS
 PQ1729'STATION 990+54 AND MILEPOINT 111.2, 15.0 FEET (4.6 M) SOUTH OF THE
 PQ1729'CENTER OF A GRAVEL STREET, 87.0 FEET (26.5 M) SOUTH OF THE SOUTHWEST
 PQ1729'CORNER OF A HOUSE WITH AN ATTACHED GARAGE, 6.0 FEET (1.8 M)
 PQ1729'EAST-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND 0.5 FOOT
 PQ1729'(15.2 CM) SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1729'MAKES THE MARK MAGNETIC.
 PQ1729
 PQ1729                          STATION RECOVERY (2005)
 PQ1729
 PQ1729'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (JS)
 PQ1729'0.3 MILES EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1729'AND COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14 MILEPOINT 111.2,
 PQ1729'52 FEET NORTH OF TRUNK HIGHWAY 14, 15.0 FEET SOUTH OF GRAVEL STREET,
 PQ1729'87.0 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE WITH ATTACHED GARAGE, 6.0
 PQ1729'FEET EAST-SOUTHEAST OF POWER POLE WITH TRANSFORMER, 0.5 FEET SOUTHWEST
 PQ1729'OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1730 ***********************************************************************
 PQ1730  DESIGNATION -  5202 V
 PQ1730  PID         -  PQ1730
 PQ1730  STATE/COUNTY-  MN/NICOLLET
 PQ1730  COUNTRY     -  US
 PQ1730  USGS QUAD   -  COURTLAND (1964)
 PQ1730
 PQ1730                         *CURRENT SURVEY CONTROL
 PQ1730  ______________________________________________________________________
 PQ1730* NAD 83(1986) POSITION- 44 16 00.     (N) 094 19 43.     (W)   SCALED    
 PQ1730* NAVD 88 ORTHO HEIGHT -   295.039  (meters)     967.97  (feet) ADJUSTED  
 PQ1730  ______________________________________________________________________
 PQ1730  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1730  DYNAMIC HEIGHT  -        294.991 (meters)      967.82  (feet) COMP
 PQ1730  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 PQ1730
 PQ1730  VERT ORDER      -  SECOND    CLASS I
 PQ1730
 PQ1730.The horizontal coordinates were scaled from a topographic map and have
 PQ1730.an estimated accuracy of +/- 6 seconds.
 PQ1730.
 PQ1730.The orthometric height was determined by differential leveling and
 PQ1730.adjusted in June 1995.
 PQ1730
 PQ1730.The dynamic height is computed by dividing the NAVD 88
 PQ1730.geopotential number by the normal gravity value computed on the
 PQ1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1730.degrees latitude (g = 980.6199 gals.).
 PQ1730
 PQ1730.The modeled gravity was interpolated from observed gravity values.
 PQ1730
 PQ1730;                    North         East    Units  Estimated Accuracy
 PQ1730;SPC MN S     -   240,790.      773,760.      MT  (+/- 180 meters Scaled)
 PQ1730
 PQ1730                          SUPERSEDED SURVEY CONTROL
 PQ1730
 PQ1730.No superseded survey control is available for this station.
 PQ1730
 PQ1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK939023(NAD 83)
 PQ1730
 PQ1730_MARKER: DV = VERTICAL CONTROL DISK
 PQ1730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1730_SP_SET: ALUMINUM ALLOY ROD
 PQ1730_STAMPING: 5202 V 1987
 PQ1730_MARK LOGO: MNDT  
 PQ1730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1730
 PQ1730  HISTORY     - Date     Condition        Report By
 PQ1730  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1730
 PQ1730                          STATION DESCRIPTION
 PQ1730
 PQ1730'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1730'THE MARK IS LOCATED ABOUT 0.25 MILE (0.40 KM) EAST OF THE EAST EDGE OF
 PQ1730'THE TOWN OF COURTLAND, IN THE NW 1/4 OF SECTION 9, T110N, R29W, 0.65
 PQ1730'MILE (1.05 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1730'COUNTY ROAD 24 IN COURTLAND.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1730'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 V 1987---, IS SET ON
 PQ1730'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 36-FOOT LONG ALUMINUM ROD
 PQ1730'THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1730'IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS
 PQ1730'70 FEET (21.3 M) NORTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1730'ENGINEERS STATION 9+53 AND MILEPOINT 111.5, 99.0 FEET (30.2 M) EAST
 PQ1730'OF THE EXTENSION OF COUNTY ROAD 25 (SOUTH AND SOUTHEAST), 145.0 FEET
 PQ1730'(44.2 M) NORTH OF A POWER POLE WITH AN ANCHOR, 10.3 FEET (3.1 M)
 PQ1730'EAST-SOUTHEAST OF ANOTHER POWER POLE WITH AN ANCHOR AND 0.5 FOOT
 PQ1730'(15.2 CM) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1730'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1731 ***********************************************************************
 PQ1731  DESIGNATION -  5202 W
 PQ1731  PID         -  PQ1731
 PQ1731  STATE/COUNTY-  MN/NICOLLET
 PQ1731  COUNTRY     -  US
 PQ1731  USGS QUAD   -  COURTLAND (1964)
 PQ1731
 PQ1731                         *CURRENT SURVEY CONTROL
 PQ1731  ______________________________________________________________________
 PQ1731* NAD 83(1986) POSITION- 44 15 54.     (N) 094 19 01.     (W)   SCALED    
 PQ1731* NAVD 88 ORTHO HEIGHT -   303.562  (meters)     995.94  (feet) ADJUSTED  
 PQ1731  ______________________________________________________________________
 PQ1731  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1731  DYNAMIC HEIGHT  -        303.514 (meters)      995.78  (feet) COMP
 PQ1731  MODELED GRAVITY -    980,450.3   (mgal)                       NAVD 88
 PQ1731
 PQ1731  VERT ORDER      -  SECOND    CLASS I
 PQ1731
 PQ1731.The horizontal coordinates were scaled from a topographic map and have
 PQ1731.an estimated accuracy of +/- 6 seconds.
 PQ1731.
 PQ1731.The orthometric height was determined by differential leveling and
 PQ1731.adjusted in June 1995.
 PQ1731
 PQ1731.The dynamic height is computed by dividing the NAVD 88
 PQ1731.geopotential number by the normal gravity value computed on the
 PQ1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1731.degrees latitude (g = 980.6199 gals.).
 PQ1731
 PQ1731.The modeled gravity was interpolated from observed gravity values.
 PQ1731
 PQ1731;                    North         East    Units  Estimated Accuracy
 PQ1731;SPC MN S     -   240,610.      774,690.      MT  (+/- 180 meters Scaled)
 PQ1731
 PQ1731                          SUPERSEDED SURVEY CONTROL
 PQ1731
 PQ1731.No superseded survey control is available for this station.
 PQ1731
 PQ1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK948021(NAD 83)
 PQ1731
 PQ1731_MARKER: DV = VERTICAL CONTROL DISK
 PQ1731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1731_SP_SET: ALUMINUM ALLOY ROD
 PQ1731_STAMPING: 5202 W 1987
 PQ1731_MARK LOGO: MNDT  
 PQ1731_PROJECTION: PROJECTING 13 CENTIMETERS
 PQ1731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1731_ROD/PIPE-DEPTH:  4.3 meters
 PQ1731
 PQ1731  HISTORY     - Date     Condition        Report By
 PQ1731  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1731  HISTORY     - 20050422 GOOD             MNDT
 PQ1731  HISTORY     - 20050422 GOOD             MNDT
 PQ1731
 PQ1731                          STATION DESCRIPTION
 PQ1731
 PQ1731'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1731'THE MARK IS LOCATED ABOUT 0.75 MILE (1.21 KM) EAST OF THE EAST EDGE OF
 PQ1731'THE TOWN OF COURTLAND, IN THE NW 1/4 OF SECTION 9, T109N, R29W, 1.25
 PQ1731'MILES (2.01 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1731'COUNTY ROAD 24 IN COURTLAND.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1731'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 W 1987---, IS SET ON
 PQ1731'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 14-FOOT LONG ALUMINUM ROD
 PQ1731'THAT PROJECTS 0.4 FOOT (12.2 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1731'IS ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS
 PQ1731'79 FEET (24.1 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14, 31.0
 PQ1731'FEET (9.4 M) WEST OF THE CENTER OF A FIELD ENTRANCE, 15.5 FEET
 PQ1731'(4.7 M) WEST OF A LARGE TELEPHONE MARKER POST AND 0.5 FOOT (15.2 CM)
 PQ1731'NORTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK
 PQ1731'MAGNETIC.
 PQ1731
 PQ1731                          STATION RECOVERY (2005)
 PQ1731
 PQ1731'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1731'1.25 MILES EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1731'AND COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14 MILEPOINT 112.1,
 PQ1731'79.0 FEET SOUTH OF TRUNK HIGHWAY 14, 31.0 FEET WEST OF FIELD ENTRANCE,
 PQ1731'15.5 FEET WEST OF TELEPHONE MARKER POST, 0.5 FEET NORTH OF WITNESS
 PQ1731'POST
 PQ1731
 PQ1731                          STATION RECOVERY (2005)
 PQ1731
 PQ1731'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 PQ1731'1.25 MILES EAST ON TRUNK HIGHWAY 14 FROM JUNCTION OF TRUNK HIGHWAY 14
 PQ1731'AND COUNTY ROAD 24 AT COURTLAND, AT TRUNK HIGHWAY 14 MILEPOINT 112.1,
 PQ1731'79.0 FEET SOUTH OF TRUNK HIGHWAY 14, 31.0 FEET WEST OF FIELD ENTRANCE,
 PQ1731'15.5 FEET WEST OF TELEPHONE MARKER POST, 0.5 FEET NORTH OF WITNESS
 PQ1731'POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1732 ***********************************************************************
 PQ1732  DESIGNATION -  5202 X
 PQ1732  PID         -  PQ1732
 PQ1732  STATE/COUNTY-  MN/NICOLLET
 PQ1732  COUNTRY     -  US
 PQ1732  USGS QUAD   -  COURTLAND (1964)
 PQ1732
 PQ1732                         *CURRENT SURVEY CONTROL
 PQ1732  ______________________________________________________________________
 PQ1732* NAD 83(1986) POSITION- 44 15 50.     (N) 094 18 24.     (W)   SCALED    
 PQ1732* NAVD 88 ORTHO HEIGHT -   304.438  (meters)     998.81  (feet) ADJUSTED  
 PQ1732  ______________________________________________________________________
 PQ1732  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1732  DYNAMIC HEIGHT  -        304.389 (meters)      998.65  (feet) COMP
 PQ1732  MODELED GRAVITY -    980,450.2   (mgal)                       NAVD 88
 PQ1732
 PQ1732  VERT ORDER      -  SECOND    CLASS I
 PQ1732
 PQ1732.The horizontal coordinates were scaled from a topographic map and have
 PQ1732.an estimated accuracy of +/- 6 seconds.
 PQ1732.
 PQ1732.The orthometric height was determined by differential leveling and
 PQ1732.adjusted in June 1995.
 PQ1732
 PQ1732.The dynamic height is computed by dividing the NAVD 88
 PQ1732.geopotential number by the normal gravity value computed on the
 PQ1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1732.degrees latitude (g = 980.6199 gals.).
 PQ1732
 PQ1732.The modeled gravity was interpolated from observed gravity values.
 PQ1732
 PQ1732;                    North         East    Units  Estimated Accuracy
 PQ1732;SPC MN S     -   240,480.      775,510.      MT  (+/- 180 meters Scaled)
 PQ1732
 PQ1732                          SUPERSEDED SURVEY CONTROL
 PQ1732
 PQ1732.No superseded survey control is available for this station.
 PQ1732
 PQ1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK957020(NAD 83)
 PQ1732
 PQ1732_MARKER: DV = VERTICAL CONTROL DISK
 PQ1732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1732_SP_SET: ALUMINUM ALLOY ROD
 PQ1732_STAMPING: 5202 X 1987
 PQ1732_MARK LOGO: MNDT  
 PQ1732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1732
 PQ1732  HISTORY     - Date     Condition        Report By
 PQ1732  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1732
 PQ1732                          STATION DESCRIPTION
 PQ1732
 PQ1732'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1732'THE MARK IS LOCATED ABOUT 1.25 MILES (2.01 KM) EAST OF THE EAST EDGE
 PQ1732'OF THE TOWN OF COURTLAND, IN THE NW 1/4 OF SECTION 10, T109N, R29W,
 PQ1732'1.75 MILES (2.82 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION
 PQ1732'WITH COUNTY ROAD 24 IN COURTLAND.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1732'VERTICAL CONTROL MONUMENT DISK STAMPED---5202 X 1987---, IS SET ON
 PQ1732'THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 21-FOOT LONG ALUMINUM ROD
 PQ1732'THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1732'IS ABOUT 2 FEET (0.6 M) ABOVE THE LEVEL OF THE HIGHWAY.  THE MARK IS
 PQ1732'74 FEET (22.6 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1732'ENGINEERS STATION 66+82 AND MILEPOINT 112.6, 22.0 FEET (6.7 M) EAST
 PQ1732'OF THE CENTER OF A FIELD ENTRANCE, ABOUT 200 FEET (61.0 M) WEST OF A
 PQ1732'TELEPHONE CABLE MARKER BOX AND 0.5 FOOT (15.2 CM) NORTH OF A STEEL
 PQ1732'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1733 ***********************************************************************
 PQ1733  DESIGNATION -  5202 Y
 PQ1733  PID         -  PQ1733
 PQ1733  STATE/COUNTY-  MN/NICOLLET
 PQ1733  COUNTRY     -  US
 PQ1733  USGS QUAD   -  COURTLAND (1964)
 PQ1733
 PQ1733                         *CURRENT SURVEY CONTROL
 PQ1733  ______________________________________________________________________
 PQ1733* NAD 83(1986) POSITION- 44 15 56.     (N) 094 17 46.     (W)   SCALED    
 PQ1733* NAVD 88 ORTHO HEIGHT -   303.446  (meters)     995.56  (feet) ADJUSTED  
 PQ1733  ______________________________________________________________________
 PQ1733  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1733  DYNAMIC HEIGHT  -        303.398 (meters)      995.40  (feet) COMP
 PQ1733  MODELED GRAVITY -    980,450.4   (mgal)                       NAVD 88
 PQ1733
 PQ1733  VERT ORDER      -  SECOND    CLASS I
 PQ1733
 PQ1733.The horizontal coordinates were scaled from a topographic map and have
 PQ1733.an estimated accuracy of +/- 6 seconds.
 PQ1733.
 PQ1733.The orthometric height was determined by differential leveling and
 PQ1733.adjusted in June 1995.
 PQ1733
 PQ1733.The dynamic height is computed by dividing the NAVD 88
 PQ1733.geopotential number by the normal gravity value computed on the
 PQ1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1733.degrees latitude (g = 980.6199 gals.).
 PQ1733
 PQ1733.The modeled gravity was interpolated from observed gravity values.
 PQ1733
 PQ1733;                    North         East    Units  Estimated Accuracy
 PQ1733;SPC MN S     -   240,660.      776,360.      MT  (+/- 180 meters Scaled)
 PQ1733
 PQ1733                          SUPERSEDED SURVEY CONTROL
 PQ1733
 PQ1733.No superseded survey control is available for this station.
 PQ1733
 PQ1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK965021(NAD 83)
 PQ1733
 PQ1733_MARKER: DV = VERTICAL CONTROL DISK
 PQ1733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1733_SP_SET: ALUMINUM ALLOY ROD
 PQ1733_STAMPING: 5202 Y 1987
 PQ1733_MARK LOGO: MNDT  
 PQ1733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1733
 PQ1733  HISTORY     - Date     Condition        Report By
 PQ1733  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1733
 PQ1733                          STATION DESCRIPTION
 PQ1733
 PQ1733'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1733'THE MARK IS LOCATED ABOUT 1.75 MILES (2.82 KM) EAST OF THE EAST EDGE
 PQ1733'OF THE TOWN OF COURTLAND, IN THE NE 1/4 OF SECTION 10, T109N, R29W,
 PQ1733'2.25 MILES (3.62 KM) EAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION
 PQ1733'WITH COUNTY ROAD 24 IN COURTLAND, NEAR THE EAST EDGE OF A SWAMP, AND
 PQ1733'ABOUT 100 FEET (30.5 M) EAST OF A DOUBLE POLE HIGH TENSION POWERLINE
 PQ1733'CROSSING.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1733'MONUMENT DISK STAMPED---5202 Y 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1733'3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.4 FOOT
 PQ1733'(12.2 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 PQ1733'(0.9 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 69 FEET
 PQ1733'(21.0 M) SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS
 PQ1733'STATION 97+03.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1695 ***********************************************************************
 PQ1695  DESIGNATION -  5203 AA
 PQ1695  PID         -  PQ1695
 PQ1695  STATE/COUNTY-  MN/NICOLLET
 PQ1695  COUNTRY     -  US
 PQ1695  USGS QUAD   -  MANKATO WEST (1993)
 PQ1695
 PQ1695                         *CURRENT SURVEY CONTROL
 PQ1695  ______________________________________________________________________
 PQ1695* NAD 83(1986) POSITION- 44 09 59.     (N) 094 02 41.     (W)   SCALED    
 PQ1695* NAVD 88 ORTHO HEIGHT -   302.740  (meters)     993.24  (feet) ADJUSTED  
 PQ1695  ______________________________________________________________________
 PQ1695  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 PQ1695  DYNAMIC HEIGHT  -        302.696 (meters)      993.10  (feet) COMP
 PQ1695  MODELED GRAVITY -    980,465.5   (mgal)                       NAVD 88
 PQ1695
 PQ1695  VERT ORDER      -  SECOND    CLASS I
 PQ1695
 PQ1695.The horizontal coordinates were scaled from a topographic map and have
 PQ1695.an estimated accuracy of +/- 6 seconds.
 PQ1695.
 PQ1695.The orthometric height was determined by differential leveling and
 PQ1695.adjusted in June 1995.
 PQ1695
 PQ1695.The dynamic height is computed by dividing the NAVD 88
 PQ1695.geopotential number by the normal gravity value computed on the
 PQ1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1695.degrees latitude (g = 980.6199 gals.).
 PQ1695
 PQ1695.The modeled gravity was interpolated from observed gravity values.
 PQ1695
 PQ1695;                    North         East    Units  Estimated Accuracy
 PQ1695;SPC MN S     -   229,600.      796,420.      MT  (+/- 180 meters Scaled)
 PQ1695
 PQ1695                          SUPERSEDED SURVEY CONTROL
 PQ1695
 PQ1695.No superseded survey control is available for this station.
 PQ1695
 PQ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ164908(NAD 83)
 PQ1695
 PQ1695_MARKER: DB = BENCH MARK DISK
 PQ1695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1695_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1695_STAMPING: 5203 AA 1986
 PQ1695_MARK LOGO: MNDT  
 PQ1695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1695+STABILITY: SURFACE MOTION
 PQ1695
 PQ1695  HISTORY     - Date     Condition        Report By
 PQ1695  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1695
 PQ1695                          STATION DESCRIPTION
 PQ1695
 PQ1695'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1695'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE SE 1/4 OF
 PQ1695'SECTION 11, T108N, R27W, ABOUT 150 FEET (45.7 M) EAST OF THE
 PQ1695'INTERSECTION OF CAROL COURT AND CLIFF DRIVE, 1.1 MILE (1.8 KM)
 PQ1695'SOUTHEAST ALONG LOOKOUT DRIVE FROM THE LOOKOUT DRIVE BRIDGE OVER TRUNK
 PQ1695'HIGHWAY 14 IN NORTH MANKATO. THE MARK, A STANDARD MNDT BENCH MARK
 PQ1695'DISK STAMPED---5203 AA 1986---, IS SET IN THE TOP OF A 6-FOOT LONG
 PQ1695'PRECAST CONCRETE MONUMENT THAT IS BURIED 0.5 FOOT (15.2 CM) BELOW THE
 PQ1695'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE ROAD.  THE MARK IS
 PQ1695'133.0 FEET (40.5 M) SOUTHWEST OF THE CENTERLINE OF LOOKOUT DRIVE,
 PQ1695'120.5 FEET (36.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF CARROL
 PQ1695'COURT, 56.5 FEET (17.2 M) EAST OF THE CENTERLINE OF CLIFF DRIVE, 58.0
 PQ1695'FEET (17.7 M) NORTH OF A POWER POLE, AND 0.9 FOOT (27.4 CM) EAST OF A
 PQ1695'STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1768 ***********************************************************************
 PQ1768  DESIGNATION -  5203 AA 1
 PQ1768  PID         -  PQ1768
 PQ1768  STATE/COUNTY-  MN/NICOLLET
 PQ1768  COUNTRY     -  US
 PQ1768  USGS QUAD   -  MANKATO WEST (1993)
 PQ1768
 PQ1768                         *CURRENT SURVEY CONTROL
 PQ1768  ______________________________________________________________________
 PQ1768* NAD 83(1986) POSITION- 44 12 38.     (N) 094 06 25.     (W)   SCALED    
 PQ1768* NAVD 88 ORTHO HEIGHT -   301.409  (meters)     988.87  (feet) ADJUSTED  
 PQ1768  ______________________________________________________________________
 PQ1768  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1768  DYNAMIC HEIGHT  -        301.363 (meters)      988.72  (feet) COMP
 PQ1768  MODELED GRAVITY -    980,460.3   (mgal)                       NAVD 88
 PQ1768
 PQ1768  VERT ORDER      -  SECOND    CLASS I
 PQ1768
 PQ1768.The horizontal coordinates were scaled from a topographic map and have
 PQ1768.an estimated accuracy of +/- 6 seconds.
 PQ1768.
 PQ1768.The orthometric height was determined by differential leveling and
 PQ1768.adjusted in June 1995.
 PQ1768
 PQ1768.The dynamic height is computed by dividing the NAVD 88
 PQ1768.geopotential number by the normal gravity value computed on the
 PQ1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1768.degrees latitude (g = 980.6199 gals.).
 PQ1768
 PQ1768.The modeled gravity was interpolated from observed gravity values.
 PQ1768
 PQ1768;                    North         East    Units  Estimated Accuracy
 PQ1768;SPC MN S     -   234,510.      791,450.      MT  (+/- 180 meters Scaled)
 PQ1768
 PQ1768                          SUPERSEDED SURVEY CONTROL
 PQ1768
 PQ1768.No superseded survey control is available for this station.
 PQ1768
 PQ1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ115958(NAD 83)
 PQ1768
 PQ1768_MARKER: DV = VERTICAL CONTROL DISK
 PQ1768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1768_SP_SET: ALUMINUM ALLOY ROD
 PQ1768_STAMPING: 5203 AA 1 1987
 PQ1768_MARK LOGO: MNDT  
 PQ1768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1768
 PQ1768  HISTORY     - Date     Condition        Report By
 PQ1768  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1768
 PQ1768                          STATION DESCRIPTION
 PQ1768
 PQ1768'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1768'THE MARK IS LOCATED ABOUT 5.5 MILES (8.9 KM) NORTHWEST OF THE CITY OF
 PQ1768'NORTH MANKATO, IN THE NW 1/4 OF SECTION 32, T109N, R27W, 3.45 MILES
 PQ1768'(5.55 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1768'LOOKOUT DRIVE, AND IN THE SOUTHWEST QUADRANT OF AN INTERSECTION.  THE
 PQ1768'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1768'STAMPED---5203 AA 1 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1768'DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT
 PQ1768'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH
 PQ1768'TRUNK HIGHWAY 14. THE MARK IS 71 FEET (21.6 M) SOUTHWEST OF THE
 PQ1768'CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 348+10 AND
 PQ1768'MILEPOINT 124.4, 21.0 FEET (6.4 M) SOUTH OF THE CENTER OF THE GRAVEL
 PQ1768'ROAD, 4.9 FEET (1.5 M) EAST OF THE NORTH POLE OF TWO POLES (NUMBER
 PQ1768'38), 70.4 FEET (21.5 M) SOUTHEAST OF ANOTHER POWER POLE, 3.3 FEET
 PQ1768'(1.0 M) NORTH-NORTHWEST OF A STEEL POST FOR AN UNDERGROUND WARNING
 PQ1768'SIGN, AND 0.5 FOOT (15.2 CM) EAST OF A STEEL WITNESS POST.  A MAGNET
 PQ1768'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1769 ***********************************************************************
 PQ1769  DESIGNATION -  5203 AB
 PQ1769  PID         -  PQ1769
 PQ1769  STATE/COUNTY-  MN/NICOLLET
 PQ1769  COUNTRY     -  US
 PQ1769  USGS QUAD   -  MANKATO WEST (1993)
 PQ1769
 PQ1769                         *CURRENT SURVEY CONTROL
 PQ1769  ______________________________________________________________________
 PQ1769* NAD 83(1986) POSITION- 44 12 21.     (N) 094 05 59.     (W)   SCALED    
 PQ1769* NAVD 88 ORTHO HEIGHT -   300.374  (meters)     985.48  (feet) ADJUSTED  
 PQ1769  ______________________________________________________________________
 PQ1769  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1769  DYNAMIC HEIGHT  -        300.329 (meters)      985.33  (feet) COMP
 PQ1769  MODELED GRAVITY -    980,460.9   (mgal)                       NAVD 88
 PQ1769
 PQ1769  VERT ORDER      -  SECOND    CLASS I
 PQ1769
 PQ1769.The horizontal coordinates were scaled from a topographic map and have
 PQ1769.an estimated accuracy of +/- 6 seconds.
 PQ1769.
 PQ1769.The orthometric height was determined by differential leveling and
 PQ1769.adjusted in June 1995.
 PQ1769
 PQ1769.The dynamic height is computed by dividing the NAVD 88
 PQ1769.geopotential number by the normal gravity value computed on the
 PQ1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1769.degrees latitude (g = 980.6199 gals.).
 PQ1769
 PQ1769.The modeled gravity was interpolated from observed gravity values.
 PQ1769
 PQ1769;                    North         East    Units  Estimated Accuracy
 PQ1769;SPC MN S     -   233,990.      792,030.      MT  (+/- 180 meters Scaled)
 PQ1769
 PQ1769                          SUPERSEDED SURVEY CONTROL
 PQ1769
 PQ1769.No superseded survey control is available for this station.
 PQ1769
 PQ1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ121953(NAD 83)
 PQ1769
 PQ1769_MARKER: DV = VERTICAL CONTROL DISK
 PQ1769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1769_SP_SET: ALUMINUM ALLOY ROD
 PQ1769_STAMPING: 5203 AB 1987
 PQ1769_MARK LOGO: MNDT  
 PQ1769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1769
 PQ1769  HISTORY     - Date     Condition        Report By
 PQ1769  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1769
 PQ1769                          STATION DESCRIPTION
 PQ1769
 PQ1769'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1769'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) NORTHWEST OF THE CITY OF
 PQ1769'NORTH MANKATO, IN THE NW 1/4 OF SECTION 32, T109N, R27W, 2.95 MILES
 PQ1769'(4.75 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1769'LOOKOUT DRIVE. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1769'MONUMENT DISK STAMPED---5203 AB 1987---, IS SET ON THE TOP OF A
 PQ1769'DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1769'0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS 3 FEET
 PQ1769'(0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 75 FEET
 PQ1769'(22.9 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS
 PQ1769'STATION 375+10 AND MILEPOINT 124.9, 20.0 FEET (6.1 M) NORTH OF A WOOD
 PQ1769'FENCE POST, 171.9 FEET (52.4 M) WEST-NORTHWEST OF A STEEL CULVERT
 PQ1769'MARKER POST, AND 0.5 FOOT (15.2 CM) EAST OF A STEEL WITNESS POST.  A
 PQ1769'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1770 ***********************************************************************
 PQ1770  DESIGNATION -  5203 AC
 PQ1770  PID         -  PQ1770
 PQ1770  STATE/COUNTY-  MN/NICOLLET
 PQ1770  COUNTRY     -  US
 PQ1770  USGS QUAD   -  MANKATO WEST (1993)
 PQ1770
 PQ1770                         *CURRENT SURVEY CONTROL
 PQ1770  ______________________________________________________________________
 PQ1770* NAD 83(1986) POSITION- 44 12 08.     (N) 094 05 33.     (W)   SCALED    
 PQ1770* NAVD 88 ORTHO HEIGHT -   299.227  (meters)     981.71  (feet) ADJUSTED  
 PQ1770  ______________________________________________________________________
 PQ1770  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1770  DYNAMIC HEIGHT  -        299.182 (meters)      981.57  (feet) COMP
 PQ1770  MODELED GRAVITY -    980,461.6   (mgal)                       NAVD 88
 PQ1770
 PQ1770  VERT ORDER      -  SECOND    CLASS I
 PQ1770
 PQ1770.The horizontal coordinates were scaled from a topographic map and have
 PQ1770.an estimated accuracy of +/- 6 seconds.
 PQ1770.
 PQ1770.The orthometric height was determined by differential leveling and
 PQ1770.adjusted in June 1995.
 PQ1770
 PQ1770.The dynamic height is computed by dividing the NAVD 88
 PQ1770.geopotential number by the normal gravity value computed on the
 PQ1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1770.degrees latitude (g = 980.6199 gals.).
 PQ1770
 PQ1770.The modeled gravity was interpolated from observed gravity values.
 PQ1770
 PQ1770;                    North         East    Units  Estimated Accuracy
 PQ1770;SPC MN S     -   233,590.      792,610.      MT  (+/- 180 meters Scaled)
 PQ1770
 PQ1770                          SUPERSEDED SURVEY CONTROL
 PQ1770
 PQ1770.No superseded survey control is available for this station.
 PQ1770
 PQ1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ127949(NAD 83)
 PQ1770
 PQ1770_MARKER: DV = VERTICAL CONTROL DISK
 PQ1770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1770_SP_SET: ALUMINUM ALLOY ROD
 PQ1770_STAMPING: 5203 AC 1987
 PQ1770_MARK LOGO: MNDT  
 PQ1770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1770
 PQ1770  HISTORY     - Date     Condition        Report By
 PQ1770  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1770
 PQ1770                          STATION DESCRIPTION
 PQ1770
 PQ1770'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1770'THE MARK IS LOCATED ABOUT 4.5 MILES (7.2 KM) NORTHWEST OF THE CITY OF
 PQ1770'NORTH MANKATO, IN THE SE 1/4 OF SECTION 32, T109N, R27W, 2.4 MILES
 PQ1770'(3.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1770'LOOKOUT DRIVE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1770'MONUMENT DISK STAMPED---5203 AC 1987---, IS SET ON THE TOP OF A
 PQ1770'DRIVEN 3/4-INCH DIAMETER BY 43-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1770'0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 3 FEET
 PQ1770'(0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 71 FEET
 PQ1770'(21.6 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS
 PQ1770'STATION 402+61 AND MILEPOINT 125.4, 177.0 FEET (53.9 M) SOUTHWEST OF
 PQ1770'THE CENTER OF AN ENTRANCE, 4.7 FEET (1.4 M) EAST OF A POWER POLE, AND
 PQ1770'0.5 FOOT (15.2 CM) EAST-NORTHEAST OF A STEEL WITNESS POST.  A MAGNET
 PQ1770'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1771 ***********************************************************************
 PQ1771  DESIGNATION -  5203 AD
 PQ1771  PID         -  PQ1771
 PQ1771  STATE/COUNTY-  MN/NICOLLET
 PQ1771  COUNTRY     -  US
 PQ1771  USGS QUAD   -  MANKATO WEST (1993)
 PQ1771
 PQ1771                         *CURRENT SURVEY CONTROL
 PQ1771  ______________________________________________________________________
 PQ1771* NAD 83(1986) POSITION- 44 11 40.     (N) 094 05 04.     (W)   SCALED    
 PQ1771* NAVD 88 ORTHO HEIGHT -   301.489  (meters)     989.14  (feet) ADJUSTED  
 PQ1771  ______________________________________________________________________
 PQ1771  GEOID HEIGHT    -        -28.18  (meters)                     GEOID09
 PQ1771  DYNAMIC HEIGHT  -        301.444 (meters)      988.99  (feet) COMP
 PQ1771  MODELED GRAVITY -    980,462.3   (mgal)                       NAVD 88
 PQ1771
 PQ1771  VERT ORDER      -  SECOND    CLASS I
 PQ1771
 PQ1771.The horizontal coordinates were scaled from a topographic map and have
 PQ1771.an estimated accuracy of +/- 6 seconds.
 PQ1771.
 PQ1771.The orthometric height was determined by differential leveling and
 PQ1771.adjusted in June 1995.
 PQ1771
 PQ1771.The dynamic height is computed by dividing the NAVD 88
 PQ1771.geopotential number by the normal gravity value computed on the
 PQ1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1771.degrees latitude (g = 980.6199 gals.).
 PQ1771
 PQ1771.The modeled gravity was interpolated from observed gravity values.
 PQ1771
 PQ1771;                    North         East    Units  Estimated Accuracy
 PQ1771;SPC MN S     -   232,720.      793,250.      MT  (+/- 180 meters Scaled)
 PQ1771
 PQ1771                          SUPERSEDED SURVEY CONTROL
 PQ1771
 PQ1771.No superseded survey control is available for this station.
 PQ1771
 PQ1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ133940(NAD 83)
 PQ1771
 PQ1771_MARKER: DV = VERTICAL CONTROL DISK
 PQ1771_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1771_SP_SET: ALUMINUM ALLOY ROD
 PQ1771_STAMPING: 5203 AD 1987
 PQ1771_MARK LOGO: MNDT  
 PQ1771_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1771
 PQ1771  HISTORY     - Date     Condition        Report By
 PQ1771  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1771
 PQ1771                          STATION DESCRIPTION
 PQ1771
 PQ1771'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1771'THE MARK IS LOCATED ABOUT 3.75 MILES (6.03 KM) NORTHWEST OF THE CITY
 PQ1771'OF NORTH MANKATO, IN THE NW 1/4 OF SECTION 4, T108N, R27W, 1.8 MILES
 PQ1771'(2.9 KM) NORTHWEST ALONG TRUNK HIGHWAY 8 FROM ITS JUNCTION WITH
 PQ1771'LOOKOUT DRIVE, AND IN THE SOUTHWEST QUADRANT OF AN INTERSECTION.  THE
 PQ1771'MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1771'STAMPED---5203 AD 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1771'DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT IS ABOUT 1 FOOT (0.3 M)
 PQ1771'BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 73 FEET (22.3 M)
 PQ1771'SOUTHWEST OF THE CENTERLINE OF HIGHWAY 14 AT ENGINEERS STATION 500+51,
 PQ1771'47.5 FEET (14.5 M) WEST OF THE CENTER OF A GRAVEL ROAD, 131.0 FEET
 PQ1771'(39.9 M) SOUTHEAST OF TRUNK HIGHWAY 14 MILEPOST 126, 110.3 FEET
 PQ1771'(33.6 M) SOUTHEAST OF THE NORTHEAST LEG OF A SIGN (EXITS TO NORTH
 PQ1771'MANKATO), 12.2 FEET (3.7 M) NORTHWEST OF A POWER POLE WITH TWO
 PQ1771'ANCHORS, AND 0.5 FOOT (15.2 CM) NORTHEAST OF A STEEL WITNESS POST.  A
 PQ1771'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1773 ***********************************************************************
 PQ1773  DESIGNATION -  5203 AF
 PQ1773  PID         -  PQ1773
 PQ1773  STATE/COUNTY-  MN/NICOLLET
 PQ1773  COUNTRY     -  US
 PQ1773  USGS QUAD   -  MANKATO WEST (1993)
 PQ1773
 PQ1773                         *CURRENT SURVEY CONTROL
 PQ1773  ______________________________________________________________________
 PQ1773* NAD 83(1986) POSITION- 44 11 05.     (N) 094 04 07.     (W)   SCALED    
 PQ1773* NAVD 88 ORTHO HEIGHT -   303.402  (meters)     995.41  (feet) ADJUSTED  
 PQ1773  ______________________________________________________________________
 PQ1773  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 PQ1773  DYNAMIC HEIGHT  -        303.358 (meters)      995.27  (feet) COMP
 PQ1773  MODELED GRAVITY -    980,463.8   (mgal)                       NAVD 88
 PQ1773
 PQ1773  VERT ORDER      -  SECOND    CLASS I
 PQ1773
 PQ1773.The horizontal coordinates were scaled from a topographic map and have
 PQ1773.an estimated accuracy of +/- 6 seconds.
 PQ1773.
 PQ1773.The orthometric height was determined by differential leveling and
 PQ1773.adjusted in June 1995.
 PQ1773
 PQ1773.The dynamic height is computed by dividing the NAVD 88
 PQ1773.geopotential number by the normal gravity value computed on the
 PQ1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1773.degrees latitude (g = 980.6199 gals.).
 PQ1773
 PQ1773.The modeled gravity was interpolated from observed gravity values.
 PQ1773
 PQ1773;                    North         East    Units  Estimated Accuracy
 PQ1773;SPC MN S     -   231,640.      794,510.      MT  (+/- 180 meters Scaled)
 PQ1773
 PQ1773                          SUPERSEDED SURVEY CONTROL
 PQ1773
 PQ1773.No superseded survey control is available for this station.
 PQ1773
 PQ1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ145929(NAD 83)
 PQ1773
 PQ1773_MARKER: DV = VERTICAL CONTROL DISK
 PQ1773_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1773_SP_SET: ALUMINUM ALLOY ROD
 PQ1773_STAMPING: 5203 AF 1987
 PQ1773_MARK LOGO: MNDT  
 PQ1773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1773
 PQ1773  HISTORY     - Date     Condition        Report By
 PQ1773  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1773
 PQ1773                          STATION DESCRIPTION
 PQ1773
 PQ1773'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1773'THE MARK IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTHWEST OF THE CITY OF
 PQ1773'NORTH MANKATO, IN THE SW 1/4 OF SECTION 3, T108N, R27W, 0.6 MILE
 PQ1773'(1.0 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1773'LOOKOUT DRIVE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1773'MONUMENT DISK STAMPED---5203 AF 1987---, IS SET ON THE TOP OF A
 PQ1773'DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1773'0.3 FOOT (9.1 CM) ABOVE THE SURFACE  OF THE GROUND AND IS ABOUT LEVEL
 PQ1773'WITH TRUNK HIGHWAY 14.  THE MARK IS 74 FEET (22.6 M) SOUTHWEST OF THE
 PQ1773'CENTERLINE OF HIGHWAY 14 AT ENGINEERS STATION 554+86 AND MILEPOINT
 PQ1773'125.05, 74.0 FEET (22.6 M) EAST OF THE CENTER OF A GRAVEL ROAD, 47.9
 PQ1773'FEET (14.6 M) EAST-SOUTHEAST OF A TELEPHONE CABLE MARKER POST (NUMBER
 PQ1773'N4A4), 31.1 FEET (9.5 M) EAST OF A 30-INCH DIAMETER OAK TREE, 8.3
 PQ1773'FEET (2.5 M) WEST-NORTHWEST OF A STEEL WITNESS POST, AND 0.5 FOOT
 PQ1773'(15.2 CM) NORTH-NORTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1773'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0592 ***********************************************************************
 PQ0592  DESIGNATION -  5203 CC
 PQ0592  PID         -  PQ0592
 PQ0592  STATE/COUNTY-  MN/NICOLLET
 PQ0592  COUNTRY     -  US
 PQ0592  USGS QUAD   -  MANKATO WEST (1993)
 PQ0592
 PQ0592                         *CURRENT SURVEY CONTROL
 PQ0592  ______________________________________________________________________
 PQ0592* NAD 83(1986) POSITION- 44 10 03.     (N) 094 00 58.     (W)   SCALED    
 PQ0592* NAVD 88 ORTHO HEIGHT -   238.473  (meters)     782.39  (feet) ADJUSTED  
 PQ0592  ______________________________________________________________________
 PQ0592  GEOID HEIGHT    -        -28.27  (meters)                     GEOID09
 PQ0592  DYNAMIC HEIGHT  -        238.439 (meters)      782.28  (feet) COMP
 PQ0592  MODELED GRAVITY -    980,469.6   (mgal)                       NAVD 88
 PQ0592
 PQ0592  VERT ORDER      -  SECOND    CLASS I
 PQ0592
 PQ0592.The horizontal coordinates were scaled from a topographic map and have
 PQ0592.an estimated accuracy of +/- 6 seconds.
 PQ0592.
 PQ0592.The orthometric height was determined by differential leveling and
 PQ0592.adjusted in June 1991.
 PQ0592
 PQ0592.The dynamic height is computed by dividing the NAVD 88
 PQ0592.geopotential number by the normal gravity value computed on the
 PQ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ0592.degrees latitude (g = 980.6199 gals.).
 PQ0592
 PQ0592.The modeled gravity was interpolated from observed gravity values.
 PQ0592
 PQ0592;                    North         East    Units  Estimated Accuracy
 PQ0592;SPC MN S     -   229,720.      798,710.      MT  (+/- 180 meters Scaled)
 PQ0592
 PQ0592                          SUPERSEDED SURVEY CONTROL
 PQ0592
 PQ0592  NGVD 29 (??/??/92)  238.439  (m)          782.28   (f) ADJ UNCH    2 1
 PQ0592
 PQ0592.Superseded values are not recommended for survey control.
 PQ0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0592.See file dsdata.txt to determine how the superseded data were derived.
 PQ0592
 PQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ187909(NAD 83)
 PQ0592
 PQ0592_MARKER: DB = BENCH MARK DISK
 PQ0592_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ0592_SP_SET: BRIDGE ABUTMENT
 PQ0592_STAMPING: 5203 CC 1961
 PQ0592_MARK LOGO: MNHD  
 PQ0592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ0592
 PQ0592  HISTORY     - Date     Condition        Report By
 PQ0592  HISTORY     - 1961     MONUMENTED       MNHD
 PQ0592  HISTORY     - 1978     GOOD             MNDT
 PQ0592  HISTORY     - 19861007 GOOD             MNDT
 PQ0592
 PQ0592                          STATION DESCRIPTION
 PQ0592
 PQ0592'DESCRIBED BY MN DEPT OF TRANSP 1978
 PQ0592'IN NORTH MANKATO.
 PQ0592'THE MARK IS LOCATED AT THE SOUTH EDGE OF NORTH MANKATO, 0.7 MILE
 PQ0592'WEST OF THE NORTHEAST JUNCTION OF TRUNK HIGHWAY 14 AND TRUNK HIGHWAY
 PQ0592'169, AND 0.15 MILE NORTH OF THE MINNESOTA RIVER. IT IS 14.6 FT. EAST
 PQ0592'OF AND ABOUT 1 FT. ABOVE THE CENTER OF SHERMAN ST. IT IS A STANDARD
 PQ0592'MNHD BENCH MARK DISK SET IN THE ABUTMENT AT THE SOUTHWEST CORNER OF
 PQ0592'BRIDGE NUMBER 9683, SHERMAN ST. OVER OLD TRUNK HIGHWAY 14.
 PQ0592
 PQ0592                          STATION RECOVERY (1986)
 PQ0592
 PQ0592'RECOVERY NOTE BY MN DEPT OF TRANSP 1986
 PQ0592'THE MARK IS IN THE TOWN OF NORTH MAKATO, IN THE SE 1/4 OF SECTION 12,
 PQ0592'T108N, R27W, AT THE SHERMAN STREET BRIDGE (NUMBER 9683) OVER THE
 PQ0592'WESTBOUND LANE OF LOOKOUT DRIVE.  THE MARK, A STANDARD MNHD BENCH
 PQ0592'MARK DISK STAMPED---5203 CC 1961---, IS SET FLUSH IN A DRILL HOLE IN
 PQ0592'THE EAST SIDE OF THE SOUTH ABUTMENT AND IS ABOUT 1 FOOT (0.3 M) ABOVE
 PQ0592'THE LEVEL OF SHERMAN STREET.  THE MARK IS 15.5 FEET (4.7 M) EAST OF
 PQ0592'THE CENTERLINE OF SHERMAN STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1699 ***********************************************************************
 PQ1699  DESIGNATION -  5203 DD
 PQ1699  PID         -  PQ1699
 PQ1699  STATE/COUNTY-  MN/NICOLLET
 PQ1699  COUNTRY     -  US
 PQ1699  USGS QUAD   -  MANKATO WEST (1993)
 PQ1699
 PQ1699                         *CURRENT SURVEY CONTROL
 PQ1699  ______________________________________________________________________
 PQ1699* NAD 83(1986) POSITION- 44 10 02.     (N) 094 00 49.     (W)   SCALED    
 PQ1699* NAVD 88 ORTHO HEIGHT -   238.105  (meters)     781.18  (feet) ADJUSTED  
 PQ1699  ______________________________________________________________________
 PQ1699  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 PQ1699  DYNAMIC HEIGHT  -        238.071 (meters)      781.07  (feet) COMP
 PQ1699  MODELED GRAVITY -    980,469.9   (mgal)                       NAVD 88
 PQ1699
 PQ1699  VERT ORDER      -  SECOND    CLASS I
 PQ1699
 PQ1699.The horizontal coordinates were scaled from a topographic map and have
 PQ1699.an estimated accuracy of +/- 6 seconds.
 PQ1699.
 PQ1699.The orthometric height was determined by differential leveling and
 PQ1699.adjusted in June 1995.
 PQ1699
 PQ1699.The dynamic height is computed by dividing the NAVD 88
 PQ1699.geopotential number by the normal gravity value computed on the
 PQ1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1699.degrees latitude (g = 980.6199 gals.).
 PQ1699
 PQ1699.The modeled gravity was interpolated from observed gravity values.
 PQ1699
 PQ1699;                    North         East    Units  Estimated Accuracy
 PQ1699;SPC MN S     -   229,690.      798,910.      MT  (+/- 180 meters Scaled)
 PQ1699
 PQ1699                          SUPERSEDED SURVEY CONTROL
 PQ1699
 PQ1699.No superseded survey control is available for this station.
 PQ1699
 PQ1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ189909(NAD 83)
 PQ1699
 PQ1699_MARKER: DB = BENCH MARK DISK
 PQ1699_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PQ1699_SP_SET: BRIDGE ABUTMENT
 PQ1699_STAMPING: 5203 DD 1961
 PQ1699_MARK LOGO: MNHD  
 PQ1699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1699
 PQ1699  HISTORY     - Date     Condition        Report By
 PQ1699  HISTORY     - 1961     MONUMENTED       MNHD
 PQ1699  HISTORY     - 19861007 GOOD             MNDT
 PQ1699
 PQ1699                          STATION DESCRIPTION
 PQ1699
 PQ1699'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1699'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE SE 1/4 OF
 PQ1699'SECTION 12, T108N, R27W, AT THE CENTER STREET BRIDGE (NUMBER 9684)
 PQ1699'OVER THE WESTBOUND LANE OF LOOKOUT DRIVE, 0.6 MILE (1.0 KM) WEST OF
 PQ1699'THE NORTHWEST JUNCTION OF TRUNK HIGHWAY 169 AND BELGRADE AVENUE (OLD
 PQ1699'TRUNK HIGHWAY 14) IN NORTH MANKATO.  THE MARK, A STANDARD MNHD BENCH
 PQ1699'MARK DISK STAMPED---5203 DD 1961---, IS SET FLUSH IN A DRILL HOLE IN
 PQ1699'THE SOUTHEAST CORNER ABUTMENT OF THE BRIDGE AND IS ABOUT 1 FOOT
 PQ1699'(0.3 M) ABOVE THE LEVEL OF CENTER STREET.  THE MARK IS 16.5 FEET
 PQ1699'(5.0 M) EAST OF THE CENTERLINE OF CENTER STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1693 ***********************************************************************
 PQ1693  DESIGNATION -  5203 K 1
 PQ1693  PID         -  PQ1693
 PQ1693  STATE/COUNTY-  MN/NICOLLET
 PQ1693  COUNTRY     -  US
 PQ1693  USGS QUAD   -  MANKATO WEST (1993)
 PQ1693
 PQ1693                         *CURRENT SURVEY CONTROL
 PQ1693  ______________________________________________________________________
 PQ1693* NAD 83(1986) POSITION- 44 10 48.     (N) 094 03 13.     (W)   SCALED    
 PQ1693* NAVD 88 ORTHO HEIGHT -   310.658  (meters)    1019.22  (feet) ADJUSTED  
 PQ1693  ______________________________________________________________________
 PQ1693  GEOID HEIGHT    -        -28.21  (meters)                     GEOID09
 PQ1693  DYNAMIC HEIGHT  -        310.613 (meters)     1019.07  (feet) COMP
 PQ1693  MODELED GRAVITY -    980,465.5   (mgal)                       NAVD 88
 PQ1693
 PQ1693  VERT ORDER      -  SECOND    CLASS I
 PQ1693
 PQ1693.The horizontal coordinates were scaled from a topographic map and have
 PQ1693.an estimated accuracy of +/- 6 seconds.
 PQ1693.
 PQ1693.The orthometric height was determined by differential leveling and
 PQ1693.adjusted in June 1995.
 PQ1693
 PQ1693.The dynamic height is computed by dividing the NAVD 88
 PQ1693.geopotential number by the normal gravity value computed on the
 PQ1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1693.degrees latitude (g = 980.6199 gals.).
 PQ1693
 PQ1693.The modeled gravity was interpolated from observed gravity values.
 PQ1693
 PQ1693;                    North         East    Units  Estimated Accuracy
 PQ1693;SPC MN S     -   231,110.      795,710.      MT  (+/- 180 meters Scaled)
 PQ1693
 PQ1693                          SUPERSEDED SURVEY CONTROL
 PQ1693
 PQ1693.No superseded survey control is available for this station.
 PQ1693
 PQ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ157924(NAD 83)
 PQ1693
 PQ1693_MARKER: DV = VERTICAL CONTROL DISK
 PQ1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ1693_SP_SET: BRIDGE RAILING
 PQ1693_STAMPING: 5203 K 1 1977
 PQ1693_MARK LOGO: MNDT  
 PQ1693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1693
 PQ1693  HISTORY     - Date     Condition        Report By
 PQ1693  HISTORY     - 1977     MONUMENTED       MNDT
 PQ1693  HISTORY     - 19861007 GOOD             MNDT
 PQ1693  HISTORY     - 19870428 GOOD             MNDT
 PQ1693
 PQ1693                          STATION DESCRIPTION
 PQ1693
 PQ1693'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1693'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE NE 1/4 OF
 PQ1693'SECTION 10, T108N, R27W, AT THE LOOKOUT DRIVE BRIDGE (NUMBER 52006)
 PQ1693'OVER TRUNK HIGHWAY 14, IN THE BRIDGE RAILING.  THE MARK, A STANDARD
 PQ1693'MNDT BENCH MARK DISK STAMPED---5203 K 1 1977---, IS SET FLUSH IN A
 PQ1693'DRILL HOLE IN THE CONCRETE RAILING AT THE SOUTHEAST CORNER OF THE
 PQ1693'BRIDGE AND IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF LOOKOUT DRIVE.
 PQ1693'THE MARK IS 28.9 FEET (8.8 M) EAST-NORTHEAST OF THE CENTERLINE OF
 PQ1693'NORTHBOUND LOOKOUT DRIVE, AT TRUNK HIGHWAY 14 MILEPOINT 127.9, AND
 PQ1693'59.7 FEET (18.2 M) NORTH-NORTHWEST OF A LIGHT STANDARD.
 PQ1693
 PQ1693                          STATION RECOVERY (1987)
 PQ1693
 PQ1693'RECOVERY NOTE BY MN DEPT OF TRANSP 1987
 PQ1693'THE MARK IS LOCATED IN THE NORTHWEST PART OF THE CITY OF NORTH
 PQ1693'MANKATO, IN THE SE 1/4 OF SECTION 4, T108N, R27W, IN THE SOUTHEAST
 PQ1693'CORNER OF BRIDGE NUMBER 52006 (LOOKOUT DRIVE OVER TRUNK HIGHWAY 14),
 PQ1693'AT HIGHWAY 14 MILEPOINT 127.9.  THE MARK, A STANDARD MNDT VERTICAL
 PQ1693'CONTROL MONUMENT DISK STAMPED---5203 K 1 1977---, IS SET IN THE TOP
 PQ1693'OF THE SOUTHEAST CORNER OF THE EAST BRIDGE RAILING AND IS ABOUT 3
 PQ1693'FEET (0.9 M) ABOVE THE LEVEL OF LOOKOUT DRIVE.  THE MARK IS 28.9 FEET
 PQ1693'(8.8 M) EAST-NORTHEAST OF THE CENTERLINE OF LOOKOUT DRIVE AND 59.7
 PQ1693'FEET (18.2 M) NORTH-NORTHWEST OF A LIGHT STANDARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1687 ***********************************************************************
 PQ1687  DESIGNATION -  5203 L 1
 PQ1687  PID         -  PQ1687
 PQ1687  STATE/COUNTY-  MN/NICOLLET
 PQ1687  COUNTRY     -  US
 PQ1687  USGS QUAD   -  MANKATO WEST (1993)
 PQ1687
 PQ1687                         *CURRENT SURVEY CONTROL
 PQ1687  ______________________________________________________________________
 PQ1687* NAD 83(1986) POSITION- 44 10 52.     (N) 094 02 09.     (W)   SCALED    
 PQ1687* NAVD 88 ORTHO HEIGHT -   309.593  (meters)    1015.72  (feet) ADJUSTED  
 PQ1687  ______________________________________________________________________
 PQ1687  GEOID HEIGHT    -        -28.23  (meters)                     GEOID09
 PQ1687  DYNAMIC HEIGHT  -        309.550 (meters)     1015.58  (feet) COMP
 PQ1687  MODELED GRAVITY -    980,467.8   (mgal)                       NAVD 88
 PQ1687
 PQ1687  VERT ORDER      -  SECOND    CLASS I
 PQ1687
 PQ1687.The horizontal coordinates were scaled from a topographic map and have
 PQ1687.an estimated accuracy of +/- 6 seconds.
 PQ1687.
 PQ1687.The orthometric height was determined by differential leveling and
 PQ1687.adjusted in June 1995.
 PQ1687
 PQ1687.The dynamic height is computed by dividing the NAVD 88
 PQ1687.geopotential number by the normal gravity value computed on the
 PQ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1687.degrees latitude (g = 980.6199 gals.).
 PQ1687
 PQ1687.The modeled gravity was interpolated from observed gravity values.
 PQ1687
 PQ1687;                    North         East    Units  Estimated Accuracy
 PQ1687;SPC MN S     -   231,240.      797,140.      MT  (+/- 180 meters Scaled)
 PQ1687
 PQ1687                          SUPERSEDED SURVEY CONTROL
 PQ1687
 PQ1687.No superseded survey control is available for this station.
 PQ1687
 PQ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ172925(NAD 83)
 PQ1687
 PQ1687_MARKER: DB = BENCH MARK DISK
 PQ1687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ1687_SP_SET: BRIDGE RAILING
 PQ1687_STAMPING: 5203 L 1 1977
 PQ1687_MARK LOGO: MNDT  
 PQ1687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1687
 PQ1687  HISTORY     - Date     Condition        Report By
 PQ1687  HISTORY     - 1977     MONUMENTED       MNDT
 PQ1687  HISTORY     - 19861007 GOOD             MNDT
 PQ1687
 PQ1687                          STATION DESCRIPTION
 PQ1687
 PQ1687'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1687'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE SE 1/4 OF
 PQ1687'SECTION 2, T108N, R27W, IN THE EAST BRIDGE RAILING OF THE COUNTY ROAD
 PQ1687'13 (LORAY DRIVE) BRIDGE (NUMBER 52007) OVER TRUNK HIGHWAY 14.  THE
 PQ1687'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5203 L 1 1977---, IS
 PQ1687'SET FLUSH IN A DRILL HOLE IN THE CONCRETE RAILING AT THE SOUTHEAST
 PQ1687'CORNER OF THE BRIDGE AND IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF
 PQ1687'LORAY DRIVE.  THE MARK IS 28.7 FEET (8.7 M) EAST-NORTHEAST OF THE
 PQ1687'CENTERLINE OF NORTHBOUND COUNTY ROAD 13, AT TRUNK HIGHWAY 14
 PQ1687'MILEPOINT 128.8, AND 31.7 FEET (9.7 M) NORTH-NORTHWEST OF A LIGHT
 PQ1687'STANDARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1686 ***********************************************************************
 PQ1686  DESIGNATION -  5203 M 1
 PQ1686  PID         -  PQ1686
 PQ1686  STATE/COUNTY-  MN/NICOLLET
 PQ1686  COUNTRY     -  US
 PQ1686  USGS QUAD   -  MANKATO WEST (1993)
 PQ1686
 PQ1686                         *CURRENT SURVEY CONTROL
 PQ1686  ______________________________________________________________________
 PQ1686* NAD 83(1986) POSITION- 44 11 14.     (N) 094 01 29.     (W)   SCALED    
 PQ1686* NAVD 88 ORTHO HEIGHT -   267.452  (meters)     877.47  (feet) ADJUSTED  
 PQ1686  ______________________________________________________________________
 PQ1686  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PQ1686  DYNAMIC HEIGHT  -        267.414 (meters)      877.34  (feet) COMP
 PQ1686  MODELED GRAVITY -    980,468.9   (mgal)                       NAVD 88
 PQ1686
 PQ1686  VERT ORDER      -  SECOND    CLASS I
 PQ1686
 PQ1686.The horizontal coordinates were scaled from a topographic map and have
 PQ1686.an estimated accuracy of +/- 6 seconds.
 PQ1686.
 PQ1686.The orthometric height was determined by differential leveling and
 PQ1686.adjusted in June 1995.
 PQ1686
 PQ1686.The dynamic height is computed by dividing the NAVD 88
 PQ1686.geopotential number by the normal gravity value computed on the
 PQ1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1686.degrees latitude (g = 980.6199 gals.).
 PQ1686
 PQ1686.The modeled gravity was interpolated from observed gravity values.
 PQ1686
 PQ1686;                    North         East    Units  Estimated Accuracy
 PQ1686;SPC MN S     -   231,910.      798,020.      MT  (+/- 180 meters Scaled)
 PQ1686
 PQ1686                          SUPERSEDED SURVEY CONTROL
 PQ1686
 PQ1686.No superseded survey control is available for this station.
 PQ1686
 PQ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ181931(NAD 83)
 PQ1686
 PQ1686_MARKER: DV = VERTICAL CONTROL DISK
 PQ1686_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1686+WITH SETTING: PAVEMENT
 PQ1686_SP_SET: CONCRETE BASE OF SIGN
 PQ1686_STAMPING: 5203 M 1 1986
 PQ1686_MARK LOGO: MNDT  
 PQ1686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1686+STABILITY: SURFACE MOTION
 PQ1686
 PQ1686  HISTORY     - Date     Condition        Report By
 PQ1686  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1686
 PQ1686                          STATION DESCRIPTION
 PQ1686
 PQ1686'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1686'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) NORTHWEST OF THE TOWN OF
 PQ1686'MANKATO, IN THE SE 1/4 OF SECTION 2, T108N, R27W, 0.55 MILE
 PQ1686'(0.89 KM) WEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH TRUNK
 PQ1686'HIGHWAY 169 IN NORTH MANKATO. THE MARK, A STANDARD MNDT ALUMINUM
 PQ1686'VERTICAL CONTROL MONUMENT DISK STAMPED---5203 M 1 1986---, IS SET
 PQ1686'FLUSH IN A DRILL HOLE ON TOP OF AN 18-INCH DIAMETER CONCRETE BASE OF
 PQ1686'A SIGN AND IS ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF WESTBOUND TRUNK
 PQ1686'HIGHWAY 14.  THE MARK IS 51.5 FEET (15.7 M) NORTHWEST OF THE
 PQ1686'CENTERLINE OF WESTBOUND TRUNK HIGHWAY 14 AT MILEPOINT 129.45 AND IN
 PQ1686'THE BASE OF THE SOUTHEAST LEG OF THE COUNTY 13 LORAY DRIVE EXIT 1/2
 PQ1686'MILE SIGN.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1694 ***********************************************************************
 PQ1694  DESIGNATION -  5203 N 1
 PQ1694  PID         -  PQ1694
 PQ1694  STATE/COUNTY-  MN/NICOLLET
 PQ1694  COUNTRY     -  US
 PQ1694  USGS QUAD   -  MANKATO WEST (1993)
 PQ1694
 PQ1694                         *CURRENT SURVEY CONTROL
 PQ1694  ______________________________________________________________________
 PQ1694* NAD 83(1986) POSITION- 44 10 22.     (N) 094 02 53.     (W)   SCALED    
 PQ1694* NAVD 88 ORTHO HEIGHT -   304.686  (meters)     999.62  (feet) ADJUSTED  
 PQ1694  ______________________________________________________________________
 PQ1694  GEOID HEIGHT    -        -28.22  (meters)                     GEOID09
 PQ1694  DYNAMIC HEIGHT  -        304.642 (meters)      999.48  (feet) COMP
 PQ1694  MODELED GRAVITY -    980,465.7   (mgal)                       NAVD 88
 PQ1694
 PQ1694  VERT ORDER      -  SECOND    CLASS I
 PQ1694
 PQ1694.The horizontal coordinates were scaled from a topographic map and have
 PQ1694.an estimated accuracy of +/- 6 seconds.
 PQ1694.
 PQ1694.The orthometric height was determined by differential leveling and
 PQ1694.adjusted in June 1995.
 PQ1694
 PQ1694.The dynamic height is computed by dividing the NAVD 88
 PQ1694.geopotential number by the normal gravity value computed on the
 PQ1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1694.degrees latitude (g = 980.6199 gals.).
 PQ1694
 PQ1694.The modeled gravity was interpolated from observed gravity values.
 PQ1694
 PQ1694;                    North         East    Units  Estimated Accuracy
 PQ1694;SPC MN S     -   230,310.      796,160.      MT  (+/- 180 meters Scaled)
 PQ1694
 PQ1694                          SUPERSEDED SURVEY CONTROL
 PQ1694
 PQ1694.No superseded survey control is available for this station.
 PQ1694
 PQ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ162915(NAD 83)
 PQ1694
 PQ1694_MARKER: DV = VERTICAL CONTROL DISK
 PQ1694_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1694+WITH SETTING: PAVEMENT
 PQ1694_SP_SET: CONCRETE BASE
 PQ1694_STAMPING: 5203 N 1 1986
 PQ1694_MARK LOGO: MNDT  
 PQ1694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1694+STABILITY: SURFACE MOTION
 PQ1694
 PQ1694  HISTORY     - Date     Condition        Report By
 PQ1694  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1694
 PQ1694                          STATION DESCRIPTION
 PQ1694
 PQ1694'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1694'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE SW 1/4 OF
 PQ1694'SECTION 11, T108N, R27W, 0.65 MILE (1.05 KM) SOUTHEAST ALONG LOOKOUT
 PQ1694'DRIVE FROM THE CENTER OF THE LOOKOUT DRIVE BRIDGE OVER TRUNK HIGHWAY
 PQ1694'14 AT NORTH MANKATO.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1694'CONTROL MONUMENT DISK STAMPED---5203 N 1 1986---, IS SET FLUSH IN A
 PQ1694'DRILL HOLE IN A 17-FOOT BY 17-FOOT CONCRETE BASE FOR A TV SATELLITE
 PQ1694'DISH AND IS ABOUT LEVEL WITH LOOKOUT DRIVE.  THE MARK IS 108.0 FEET
 PQ1694'(32.9 M) NORTHEAST OF THE CENTERLINE OF LOOKOUT DRIVE, 57.0 FEET
 PQ1694'(17.4 M) EAST-SOUTHEAST OF A POWER POLE, 43.9 FEET (13.4 M) SOUTHWEST
 PQ1694'OF THE NORTHWEST CORNER OF A BLOCK BUILDING (KEYC TV), AND 1.0 FOOT
 PQ1694'(0.3 M) EAST AND 1.0 FOOT (0.3 M) NORTH OF THE SOUTHWEST CORNER OF
 PQ1694'THE CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1698 ***********************************************************************
 PQ1698  DESIGNATION -  5203 P 1
 PQ1698  PID         -  PQ1698
 PQ1698  STATE/COUNTY-  MN/NICOLLET
 PQ1698  COUNTRY     -  US
 PQ1698  USGS QUAD   -  MANKATO WEST (1993)
 PQ1698
 PQ1698                         *CURRENT SURVEY CONTROL
 PQ1698  ______________________________________________________________________
 PQ1698* NAD 83(1986) POSITION- 44 10 06.     (N) 094 01 33.     (W)   SCALED    
 PQ1698* NAVD 88 ORTHO HEIGHT -   237.880  (meters)     780.44  (feet) ADJUSTED  
 PQ1698  ______________________________________________________________________
 PQ1698  GEOID HEIGHT    -        -28.26  (meters)                     GEOID09
 PQ1698  DYNAMIC HEIGHT  -        237.846 (meters)      780.33  (feet) COMP
 PQ1698  MODELED GRAVITY -    980,468.3   (mgal)                       NAVD 88
 PQ1698
 PQ1698  VERT ORDER      -  SECOND    CLASS I
 PQ1698
 PQ1698.The horizontal coordinates were scaled from a topographic map and have
 PQ1698.an estimated accuracy of +/- 6 seconds.
 PQ1698.
 PQ1698.The orthometric height was determined by differential leveling and
 PQ1698.adjusted in June 1995.
 PQ1698
 PQ1698.The dynamic height is computed by dividing the NAVD 88
 PQ1698.geopotential number by the normal gravity value computed on the
 PQ1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1698.degrees latitude (g = 980.6199 gals.).
 PQ1698
 PQ1698.The modeled gravity was interpolated from observed gravity values.
 PQ1698
 PQ1698;                    North         East    Units  Estimated Accuracy
 PQ1698;SPC MN S     -   229,820.      797,930.      MT  (+/- 180 meters Scaled)
 PQ1698
 PQ1698                          SUPERSEDED SURVEY CONTROL
 PQ1698
 PQ1698.No superseded survey control is available for this station.
 PQ1698
 PQ1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ179910(NAD 83)
 PQ1698
 PQ1698_MARKER: DV = VERTICAL CONTROL DISK
 PQ1698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1698+WITH SETTING: PAVEMENT
 PQ1698_SP_SET: STEPS
 PQ1698_STAMPING: 5203 P 1 1986
 PQ1698_MARK LOGO: MNDT  
 PQ1698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1698+STABILITY: SURFACE MOTION
 PQ1698
 PQ1698  HISTORY     - Date     Condition        Report By
 PQ1698  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1698
 PQ1698                          STATION DESCRIPTION
 PQ1698
 PQ1698'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1698'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE SW 1/4 OF
 PQ1698'SECTION 12, T108N, R27W, IN THE LOWER STEP OF THE NORTH MANKATO CITY
 PQ1698'HALL, 1.9 MILES (3.1 KM) SOUTHEAST ALONG LOOKOUT DRIVE FROM THE
 PQ1698'CENTER OF THE LOOKOUT DRIVE BRIDGE OVER TRUNK HIGHWAY 14 IN NORTH
 PQ1698'MANKATO, THENCE LEFT 0.05 MILE (0.08 KM) ALONG BELGRADE AVENUE,
 PQ1698'THENCE 0.05 MILE (0.08 KM) EAST ALONG SOUTH AVENUE.  THE MARK, A
 PQ1698'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203
 PQ1698'P 1 1986---, IS SET FLUSH IN A DRILL HOLE IN THE LOWER STEP OF 4
 PQ1698'STEPS AND IS 0.6 FOOT (18.3 CM) ABOVE THE SURFACE OF THE GROUND AND
 PQ1698'ABOUT 1 FOOT (0.3 M) ABOVE THE LEVEL OF SOUTH AVENUE.  THE MARK IS
 PQ1698'72.0 FEET (21.9 M) NORTH OF THE CENTERLINE OF SOUTH AVENUE, 8.8 FEET
 PQ1698'(2.7 M) NORTH-NORTHEAST OF THE CORNER OF A RETAINING WALL, 0.8 FOOT
 PQ1698'(24.4 CM) SOUTH-SOUTHEAST OF THE WINGWALL OF A BUILDING, AND 14.5
 PQ1698'FEET (4.4 M) EAST-NORTHEAST OF A LIGHT STANDARD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1752 ***********************************************************************
 PQ1752  DESIGNATION -  5203 Q
 PQ1752  PID         -  PQ1752
 PQ1752  STATE/COUNTY-  MN/NICOLLET
 PQ1752  COUNTRY     -  US
 PQ1752  USGS QUAD   -  NICOLLET (1965)
 PQ1752
 PQ1752                         *CURRENT SURVEY CONTROL
 PQ1752  ______________________________________________________________________
 PQ1752* NAD 83(1986) POSITION- 44 16 04.     (N) 094 10 42.     (W)   SCALED    
 PQ1752* NAVD 88 ORTHO HEIGHT -   300.579  (meters)     986.15  (feet) ADJUSTED  
 PQ1752  ______________________________________________________________________
 PQ1752  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1752  DYNAMIC HEIGHT  -        300.533 (meters)      986.00  (feet) COMP
 PQ1752  MODELED GRAVITY -    980,456.6   (mgal)                       NAVD 88
 PQ1752
 PQ1752  VERT ORDER      -  SECOND    CLASS I
 PQ1752
 PQ1752.The horizontal coordinates were scaled from a topographic map and have
 PQ1752.an estimated accuracy of +/- 6 seconds.
 PQ1752.
 PQ1752.The orthometric height was determined by differential leveling and
 PQ1752.adjusted in June 1995.
 PQ1752
 PQ1752.The dynamic height is computed by dividing the NAVD 88
 PQ1752.geopotential number by the normal gravity value computed on the
 PQ1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1752.degrees latitude (g = 980.6199 gals.).
 PQ1752
 PQ1752.The modeled gravity was interpolated from observed gravity values.
 PQ1752
 PQ1752;                    North         East    Units  Estimated Accuracy
 PQ1752;SPC MN S     -   240,880.      785,760.      MT  (+/- 180 meters Scaled)
 PQ1752
 PQ1752                          SUPERSEDED SURVEY CONTROL
 PQ1752
 PQ1752.No superseded survey control is available for this station.
 PQ1752
 PQ1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK059022(NAD 83)
 PQ1752
 PQ1752_MARKER: DV = VERTICAL CONTROL DISK
 PQ1752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1752_SP_SET: ALUMINUM ALLOY ROD
 PQ1752_STAMPING: 5203 Q 1987
 PQ1752_MARK LOGO: MNDT  
 PQ1752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1752
 PQ1752  HISTORY     - Date     Condition        Report By
 PQ1752  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1752
 PQ1752                          STATION DESCRIPTION
 PQ1752
 PQ1752'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1752'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) SOUTHEAST OF THE TOWN OF
 PQ1752'NICOLLET, IN THE NW 1/4 OF SECTION 10, T109N, R28W, AT THE JUNCTION
 PQ1752'OF TRUNK HIGHWAY 14 AND COUNTY ROAD 72 WHICH IS 0.55 MILE (0.89 KM)
 PQ1752'SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAYS 14 AND 111 AT NICOLLET.
 PQ1752'THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK
 PQ1752'STAMPED---5203 Q 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH
 PQ1752'DIAMETER BY 23-FOOT LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT
 PQ1752'(9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1 FOOT (0.3 M)
 PQ1752'BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 74 FEET (22.6 M)
 PQ1752'NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS STATION
 PQ1752'67+30 AND MILEPOINT 119.1, 51.0 FEET (15.5 M) WEST OF THE CENTERLINE
 PQ1752'OF COUNTY ROAD 72, 21.0 FEET (6.4 M) SOUTH OF THE CENTER OF AN
 PQ1752'ENTRANCE, 3.0 FEET (0.9 M) NORTHWEST OF A WOOD RIGHT-OF-WAY POST, 5.7
 PQ1752'FEET (1.7 M) EAST-SOUTHEAST OF A FENCE POST, 7.6 FEET (2.3 M) SOUTH
 PQ1752'OF ANOTHER FENCE POST, 5.8 FEET (1.8 M) NORTHWEST OF A TELEPHONE
 PQ1752'CABLE MARKER POST AND 0.5 FOOT (15.2 CM) SOUTH OF A STEEL WITNESS
 PQ1752'POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1753 ***********************************************************************
 PQ1753  DESIGNATION -  5203 R
 PQ1753  PID         -  PQ1753
 PQ1753  STATE/COUNTY-  MN/NICOLLET
 PQ1753  COUNTRY     -  US
 PQ1753  USGS QUAD   -  NICOLLET (1965)
 PQ1753
 PQ1753                         *CURRENT SURVEY CONTROL
 PQ1753  ______________________________________________________________________
 PQ1753* NAD 83(1986) POSITION- 44 15 42.     (N) 094 10 23.     (W)   SCALED    
 PQ1753* NAVD 88 ORTHO HEIGHT -   299.142  (meters)     981.44  (feet) ADJUSTED  
 PQ1753  ______________________________________________________________________
 PQ1753  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1753  DYNAMIC HEIGHT  -        299.096 (meters)      981.28  (feet) COMP
 PQ1753  MODELED GRAVITY -    980,456.5   (mgal)                       NAVD 88
 PQ1753
 PQ1753  VERT ORDER      -  SECOND    CLASS I
 PQ1753
 PQ1753.The horizontal coordinates were scaled from a topographic map and have
 PQ1753.an estimated accuracy of +/- 6 seconds.
 PQ1753.
 PQ1753.The orthometric height was determined by differential leveling and
 PQ1753.adjusted in June 1995.
 PQ1753
 PQ1753.The dynamic height is computed by dividing the NAVD 88
 PQ1753.geopotential number by the normal gravity value computed on the
 PQ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1753.degrees latitude (g = 980.6199 gals.).
 PQ1753
 PQ1753.The modeled gravity was interpolated from observed gravity values.
 PQ1753
 PQ1753;                    North         East    Units  Estimated Accuracy
 PQ1753;SPC MN S     -   240,200.      786,180.      MT  (+/- 180 meters Scaled)
 PQ1753
 PQ1753                          SUPERSEDED SURVEY CONTROL
 PQ1753
 PQ1753.No superseded survey control is available for this station.
 PQ1753
 PQ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK063016(NAD 83)
 PQ1753
 PQ1753_MARKER: DV = VERTICAL CONTROL DISK
 PQ1753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1753_SP_SET: ALUMINUM ALLOY ROD
 PQ1753_STAMPING: 5203 R 1987
 PQ1753_MARK LOGO: MNDT  
 PQ1753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1753
 PQ1753  HISTORY     - Date     Condition        Report By
 PQ1753  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1753
 PQ1753                          STATION DESCRIPTION
 PQ1753
 PQ1753'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1753'THE MARK IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTHEAST OF THE TOWN OF
 PQ1753'NICOLLET, IN THE NE 1/4 OF SECTION 10, T109N, R28W, IN THE NORTHWEST
 PQ1753'QUADRANT OF AN EAST-WEST GRAVEL ROAD CROSSING TRUNK HIGHWAY 14 WHICH
 PQ1753'IS 1.1 MILES (1.8 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM ITS
 PQ1753'JUNCTION WITH TRUNK HIGHWAY 111 AT NICOLLET.  THE MARK, A STANDARD
 PQ1753'MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203 R
 PQ1753'1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 31-FOOT
 PQ1753'LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE
 PQ1753'OF THE GROUND AND IS ABOUT 4 FEET (1.2 M) BELOW THE LEVEL OF TRUNK
 PQ1753'HIGHWAY 14.  THE MARK IS 72 FEET (21.9 M) SOUTHWEST OF THE CENTERLINE
 PQ1753'OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 95+62 AND MILEPOINT 119.65,
 PQ1753'21.0 FEET (6.4 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 41.5 FEET
 PQ1753'(12.6 M) NORTH-NORTHWEST OF A POWER POLE, 8.7 FEET (2.7 M) NORTHWEST
 PQ1753'OF A TELEPHONE CABLE MARKER POST AND 0.5 FOOT (15.2 CM) NORTHEAST OF
 PQ1753'A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1754 ***********************************************************************
 PQ1754  DESIGNATION -  5203 S
 PQ1754  PID         -  PQ1754
 PQ1754  STATE/COUNTY-  MN/NICOLLET
 PQ1754  COUNTRY     -  US
 PQ1754  USGS QUAD   -  NICOLLET (1965)
 PQ1754
 PQ1754                         *CURRENT SURVEY CONTROL
 PQ1754  ______________________________________________________________________
 PQ1754* NAD 83(1986) POSITION- 44 15 19.     (N) 094 09 53.     (W)   SCALED    
 PQ1754* NAVD 88 ORTHO HEIGHT -   300.577  (meters)     986.14  (feet) ADJUSTED  
 PQ1754  ______________________________________________________________________
 PQ1754  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1754  DYNAMIC HEIGHT  -        300.531 (meters)      985.99  (feet) COMP
 PQ1754  MODELED GRAVITY -    980,456.8   (mgal)                       NAVD 88
 PQ1754
 PQ1754  VERT ORDER      -  SECOND    CLASS I
 PQ1754
 PQ1754.The horizontal coordinates were scaled from a topographic map and have
 PQ1754.an estimated accuracy of +/- 6 seconds.
 PQ1754.
 PQ1754.The orthometric height was determined by differential leveling and
 PQ1754.adjusted in June 1995.
 PQ1754
 PQ1754.The dynamic height is computed by dividing the NAVD 88
 PQ1754.geopotential number by the normal gravity value computed on the
 PQ1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1754.degrees latitude (g = 980.6199 gals.).
 PQ1754
 PQ1754.The modeled gravity was interpolated from observed gravity values.
 PQ1754
 PQ1754;                    North         East    Units  Estimated Accuracy
 PQ1754;SPC MN S     -   239,490.      786,850.      MT  (+/- 180 meters Scaled)
 PQ1754
 PQ1754                          SUPERSEDED SURVEY CONTROL
 PQ1754
 PQ1754.No superseded survey control is available for this station.
 PQ1754
 PQ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK070008(NAD 83)
 PQ1754
 PQ1754_MARKER: DV = VERTICAL CONTROL DISK
 PQ1754_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1754_SP_SET: ALUMINUM ALLOY ROD
 PQ1754_STAMPING: 5203 S 1987
 PQ1754_MARK LOGO: MNDT  
 PQ1754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1754
 PQ1754  HISTORY     - Date     Condition        Report By
 PQ1754  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1754
 PQ1754                          STATION DESCRIPTION
 PQ1754
 PQ1754'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1754'THE MARK IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTHEAST OF THE TOWN OF
 PQ1754'NICOLLET, IN THE SW 1/4 OF SECTION 11, T109N, R28W, IN THE SOUTHEAST
 PQ1754'QUADRANT OF AN EAST-WEST GRAVEL ROAD CROSSING TRUNK HIGHWAY 14, 1.65
 PQ1754'MILES (2.66 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION
 PQ1754'WITH TRUNK HIGHWAY 111 AT NICOLLET.  THE MARK, A STANDARD MNDT
 PQ1754'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203 S 1987---, IS
 PQ1754'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM
 PQ1754'ALLOY ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE
 PQ1754'GROUND AND IS ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY
 PQ1754'14.  THE MARK IS 73 FEET (22.3 M) SOUTHWEST OF THE CENTERLINE OF
 PQ1754'TRUNK HIGHWAY 14 AT ENGINEERS STATION 126+14 AND MILEPOINT 120.2,
 PQ1754'36.5 FEET (11.1 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 8.5 FEET
 PQ1754'(2.6 M) SOUTHEAST OF A POWER POLE AND 0.5 FOOT (15.2 CM) EAST OF A
 PQ1754'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1755 ***********************************************************************
 PQ1755  DESIGNATION -  5203 T
 PQ1755  PID         -  PQ1755
 PQ1755  STATE/COUNTY-  MN/NICOLLET
 PQ1755  COUNTRY     -  US
 PQ1755  USGS QUAD   -  JUDSON (1974)
 PQ1755
 PQ1755                         *CURRENT SURVEY CONTROL
 PQ1755  ______________________________________________________________________
 PQ1755* NAD 83(1986) POSITION- 44 14 55.     (N) 094 09 22.     (W)   SCALED    
 PQ1755* NAVD 88 ORTHO HEIGHT -   299.416  (meters)     982.33  (feet) ADJUSTED  
 PQ1755  ______________________________________________________________________
 PQ1755  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1755  DYNAMIC HEIGHT  -        299.370 (meters)      982.18  (feet) COMP
 PQ1755  MODELED GRAVITY -    980,457.1   (mgal)                       NAVD 88
 PQ1755
 PQ1755  VERT ORDER      -  SECOND    CLASS I
 PQ1755
 PQ1755.The horizontal coordinates were scaled from a topographic map and have
 PQ1755.an estimated accuracy of +/- 6 seconds.
 PQ1755.
 PQ1755.The orthometric height was determined by differential leveling and
 PQ1755.adjusted in June 1995.
 PQ1755
 PQ1755.The dynamic height is computed by dividing the NAVD 88
 PQ1755.geopotential number by the normal gravity value computed on the
 PQ1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1755.degrees latitude (g = 980.6199 gals.).
 PQ1755
 PQ1755.The modeled gravity was interpolated from observed gravity values.
 PQ1755
 PQ1755;                    North         East    Units  Estimated Accuracy
 PQ1755;SPC MN S     -   238,750.      787,530.      MT  (+/- 180 meters Scaled)
 PQ1755
 PQ1755                          SUPERSEDED SURVEY CONTROL
 PQ1755
 PQ1755.No superseded survey control is available for this station.
 PQ1755
 PQ1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK076001(NAD 83)
 PQ1755
 PQ1755_MARKER: DV = VERTICAL CONTROL DISK
 PQ1755_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1755_SP_SET: ALUMINUM ALLOY ROD
 PQ1755_STAMPING: 5203 T 1987
 PQ1755_MARK LOGO: MNDT  
 PQ1755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1755
 PQ1755  HISTORY     - Date     Condition        Report By
 PQ1755  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1755
 PQ1755                          STATION DESCRIPTION
 PQ1755
 PQ1755'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1755'THE MARK IS LOCATED ABOUT 2.25 MILES (3.62 KM) SOUTHEAST OF THE TOWN
 PQ1755'OF NICOLLET, IN THE NE 1/4 OF SECTION 14, T109N, R28W, 2.3 MILES
 PQ1755'(3.7 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM ITS JUCTION WITH TRUNK
 PQ1755'HIGHWAY 111 AT NICOLLET.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 PQ1755'CONTROL MONUMENT DISK STAMPED---5203 T 1987---, IS SET ON THE TOP OF
 PQ1755'A DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT PROJECTS
 PQ1755'0.4 FOOT (12.2 CM) ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 1
 PQ1755'FOOT (0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 75
 PQ1755'FEET (22.9 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1755'ENGINEERS STATION 159+42 AND MILEPOINT 120.85, 3.2 FEET (1.0 M)
 PQ1755'EAST-NORTHEAST OF A WOOD FENCE POST AND 0.5 FOOT (15.2 CM)
 PQ1755'EAST-NORTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 PQ1755'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1756 ***********************************************************************
 PQ1756  DESIGNATION -  5203 U
 PQ1756  PID         -  PQ1756
 PQ1756  STATE/COUNTY-  MN/NICOLLET
 PQ1756  COUNTRY     -  US
 PQ1756  USGS QUAD   -  JUDSON (1974)
 PQ1756
 PQ1756                         *CURRENT SURVEY CONTROL
 PQ1756  ______________________________________________________________________
 PQ1756* NAD 83(1986) POSITION- 44 14 39.     (N) 094 08 59.     (W)   SCALED    
 PQ1756* NAVD 88 ORTHO HEIGHT -   301.297  (meters)     988.51  (feet) ADJUSTED  
 PQ1756  ______________________________________________________________________
 PQ1756  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1756  DYNAMIC HEIGHT  -        301.251 (meters)      988.35  (feet) COMP
 PQ1756  MODELED GRAVITY -    980,457.5   (mgal)                       NAVD 88
 PQ1756
 PQ1756  VERT ORDER      -  SECOND    CLASS I
 PQ1756
 PQ1756.The horizontal coordinates were scaled from a topographic map and have
 PQ1756.an estimated accuracy of +/- 6 seconds.
 PQ1756.
 PQ1756.The orthometric height was determined by differential leveling and
 PQ1756.adjusted in June 1995.
 PQ1756
 PQ1756.The dynamic height is computed by dividing the NAVD 88
 PQ1756.geopotential number by the normal gravity value computed on the
 PQ1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1756.degrees latitude (g = 980.6199 gals.).
 PQ1756
 PQ1756.The modeled gravity was interpolated from observed gravity values.
 PQ1756
 PQ1756;                    North         East    Units  Estimated Accuracy
 PQ1756;SPC MN S     -   238,250.      788,040.      MT  (+/- 180 meters Scaled)
 PQ1756
 PQ1756                          SUPERSEDED SURVEY CONTROL
 PQ1756
 PQ1756.No superseded survey control is available for this station.
 PQ1756
 PQ1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ082996(NAD 83)
 PQ1756
 PQ1756_MARKER: DV = VERTICAL CONTROL DISK
 PQ1756_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1756_SP_SET: ALUMINUM ALLOY ROD
 PQ1756_STAMPING: 5203 U 1987
 PQ1756_MARK LOGO: MNDT  
 PQ1756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1756
 PQ1756  HISTORY     - Date     Condition        Report By
 PQ1756  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1756
 PQ1756                          STATION DESCRIPTION
 PQ1756
 PQ1756'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1756'THE MARK IS LOCATED ABOUT 2.75 MILES (4.43 KM) SOUTHEAST OF THE TOWN
 PQ1756'OF NICOLLET, IN THE SW 1/4 OF SECTION 13, T109N, R28W, 2.8 MILES
 PQ1756'(4.5 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1756'TRUNK HIGHWAY 111 AT NICOLLET.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1756'VERTICAL CONTROL MONUMENT DISK STAMPED---5203 U 1987---, IS SET ON
 PQ1756'TOP OF A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM ROD THAT
 PQ1756'PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS
 PQ1756'ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.  THE MARK IS 71
 PQ1756'FEET (21.6 M) NORTHEAST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1756'ENGINEERS STATION 186+95, 43.2 FEET (13.2 M) NORTHEAST OF THE
 PQ1756'NORTHEAST END OF A 24-INCH DIAMETER STEEL CULVERT WITH A HEADWALL,
 PQ1756'AND 0.5 FOOT (15.2 CM) SOUTHWEST OF A STEEL WITNESS POST.  A MAGNET
 PQ1756'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1757 ***********************************************************************
 PQ1757  DESIGNATION -  5203 V
 PQ1757  PID         -  PQ1757
 PQ1757  STATE/COUNTY-  MN/NICOLLET
 PQ1757  COUNTRY     -  US
 PQ1757  USGS QUAD   -  JUDSON (1974)
 PQ1757
 PQ1757                         *CURRENT SURVEY CONTROL
 PQ1757  ______________________________________________________________________
 PQ1757* NAD 83(1986) POSITION- 44 14 21.     (N) 094 08 36.     (W)   SCALED    
 PQ1757* NAVD 88 ORTHO HEIGHT -   304.647  (meters)     999.50  (feet) ADJUSTED  
 PQ1757  ______________________________________________________________________
 PQ1757  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1757  DYNAMIC HEIGHT  -        304.601 (meters)      999.35  (feet) COMP
 PQ1757  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 PQ1757
 PQ1757  VERT ORDER      -  SECOND    CLASS I
 PQ1757
 PQ1757.The horizontal coordinates were scaled from a topographic map and have
 PQ1757.an estimated accuracy of +/- 6 seconds.
 PQ1757.
 PQ1757.The orthometric height was determined by differential leveling and
 PQ1757.adjusted in June 1995.
 PQ1757
 PQ1757.The dynamic height is computed by dividing the NAVD 88
 PQ1757.geopotential number by the normal gravity value computed on the
 PQ1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1757.degrees latitude (g = 980.6199 gals.).
 PQ1757
 PQ1757.The modeled gravity was interpolated from observed gravity values.
 PQ1757
 PQ1757;                    North         East    Units  Estimated Accuracy
 PQ1757;SPC MN S     -   237,700.      788,550.      MT  (+/- 180 meters Scaled)
 PQ1757
 PQ1757                          SUPERSEDED SURVEY CONTROL
 PQ1757
 PQ1757.No superseded survey control is available for this station.
 PQ1757
 PQ1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ087990(NAD 83)
 PQ1757
 PQ1757_MARKER: DV = VERTICAL CONTROL DISK
 PQ1757_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1757_SP_SET: ALUMINUM ALLOY ROD
 PQ1757_STAMPING: 5203 V 1987
 PQ1757_MARK LOGO: MNDT  
 PQ1757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1757
 PQ1757  HISTORY     - Date     Condition        Report By
 PQ1757  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1757
 PQ1757                          STATION DESCRIPTION
 PQ1757
 PQ1757'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1757'THE MARK IS LOCATED ABOUT 3.25 MILES (5.23 KM) SOUTHEAST OF THE TOWN
 PQ1757'OF NICOLLET, IN THE NW 1/4 OF SECTION 24, T109N, R28W, NEAR A FARM
 PQ1757'ENTRANCE, 3.25 MILES (5.23 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM
 PQ1757'ITS JUNCTION WITH TRUNK HIGHWAY 111 AT NICOLLET.  THE MARK, A
 PQ1757'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203
 PQ1757'V 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 23-FOOT
 PQ1757'LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE
 PQ1757'OF THE GROUND AND IS ABOUT LEVEL WITH TRUNK HIGHWAY 14.  THE MARK IS
 PQ1757'72 FEET (21.9 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT
 PQ1757'ENGINEERS STATION 209+88 AND MILEPOINT 121.8, 30.0 FEET (9.1 M) NORTH
 PQ1757'OF THE CENTER OF AN ENTRANCE TO A FARM, 3.5 FEET (1.1 M) NORTHEAST OF
 PQ1757'A STEEL SIGNPOST WITH A SIGN (NICOLLET FIRE N-752), AND 0.5 FOOT
 PQ1757'(15.2 CM) NORTHEAST OF A STEEL WITNESS POST. A MAGNET IN THE DISK
 PQ1757'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1760 ***********************************************************************
 PQ1760  DESIGNATION -  5203 W
 PQ1760  PID         -  PQ1760
 PQ1760  STATE/COUNTY-  MN/NICOLLET
 PQ1760  COUNTRY     -  US
 PQ1760  USGS QUAD   -  JUDSON (1974)
 PQ1760
 PQ1760                         *CURRENT SURVEY CONTROL
 PQ1760  ______________________________________________________________________
 PQ1760* NAD 83(2007) POSITION- 44 13 57.65679(N) 094 08 05.21652(W)   ADJUSTED  
 PQ1760* NAD 83(2007) ELLIP HT-   276.653 (meters)        (02/10/07)   ADJUSTED
 PQ1760* NAD 83(2007) EPOCH   -  2002.00
 PQ1760* NAVD 88 ORTHO HEIGHT -   304.805  (meters)    1000.01  (feet) ADJUSTED  
 PQ1760  ______________________________________________________________________
 PQ1760  NAD 83(2007) X  -   -330,063.982 (meters)                     COMP
 PQ1760  NAD 83(2007) Y  - -4,565,762.095 (meters)                     COMP
 PQ1760  NAD 83(2007) Z  -  4,426,846.175 (meters)                     COMP
 PQ1760  LAPLACE CORR    -          0.28  (seconds)                    DEFLEC09
 PQ1760  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1760  DYNAMIC HEIGHT  -        304.758 (meters)      999.86  (feet) COMP
 PQ1760  MODELED GRAVITY -    980,458.3   (mgal)                       NAVD 88
 PQ1760
 PQ1760  VERT ORDER      -  SECOND    CLASS I
 PQ1760
 PQ1760  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 PQ1760  Type                                         Horiz  Ellip  Dist(km)
 PQ1760  -------------------------------------------------------------------
 PQ1760  NETWORK                                       0.54   0.69
 PQ1760  -------------------------------------------------------------------
 PQ1760  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.78   0.61      8.33
 PQ1760  -------------------------------------------------------------------
 PQ1760  NOTE: Click here for information on individual local accuracy
 PQ1760  values and other accuracy information.
 PQ1760
 PQ1760
 PQ1760.The horizontal coordinates were established by GPS observations
 PQ1760.and adjusted by the National Geodetic Survey in February 2007.
 PQ1760
 PQ1760.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 PQ1760.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 PQ1760
 PQ1760.The horizontal coordinates are valid at the epoch date displayed above
 PQ1760.which is a decimal equivalence of Year/Month/Day.
 PQ1760
 PQ1760.The orthometric height was determined by differential leveling and
 PQ1760.adjusted in June 1995.
 PQ1760
 PQ1760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PQ1760
 PQ1760.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ1760
 PQ1760.The ellipsoidal height was determined by GPS observations
 PQ1760.and is referenced to NAD 83.
 PQ1760
 PQ1760.The dynamic height is computed by dividing the NAVD 88
 PQ1760.geopotential number by the normal gravity value computed on the
 PQ1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1760.degrees latitude (g = 980.6199 gals.).
 PQ1760
 PQ1760.The modeled gravity was interpolated from observed gravity values.
 PQ1760
 PQ1760. The following values were computed from the NAD 83(2007) position.
 PQ1760
 PQ1760;                    North         East     Units Scale Factor Converg.
 PQ1760;SPC MN S     -   236,973.880   789,232.684   MT  0.99993299   -0 05 40.1
 PQ1760;SPC MN S     -   777,471.80  2,589,340.90   sFT  0.99993299   -0 05 40.1
 PQ1760;UTM  15      - 4,898,342.965   409,375.978   MT  0.99970100   -0 47 29.9
 PQ1760
 PQ1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ1760!SPC MN S     -   0.99995662  x   0.99993299  =   0.99988962
 PQ1760!UTM  15      -   0.99995662  x   0.99970100  =   0.99965764
 PQ1760
 PQ1760                          SUPERSEDED SURVEY CONTROL
 PQ1760
 PQ1760  NAD 83(1996)-  44 13 57.65623(N)    094 08 05.21550(W) AD(       ) 1
 PQ1760  ELLIP H (07/31/03)  276.696  (m)                       GP(       ) 3 2
 PQ1760  NAVD 88 (07/31/03)  304.81   (m)         1000.0    (f) LEVELING    3  
 PQ1760
 PQ1760.Superseded values are not recommended for survey control.
 PQ1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ1760.See file dsdata.txt to determine how the superseded data were derived.
 PQ1760
 PQ1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ0937598342(NAD 83)
 PQ1760
 PQ1760_MARKER: DV = VERTICAL CONTROL DISK
 PQ1760_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1760_SP_SET: ALUMINUM ALLOY ROD
 PQ1760_STAMPING: 5203 W 1987
 PQ1760_MARK LOGO: MNDT  
 PQ1760_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1760_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1760+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 PQ1760_ROD/PIPE-DEPTH: 10.1 meters
 PQ1760
 PQ1760  HISTORY     - Date     Condition        Report By
 PQ1760  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1760  HISTORY     - 20020711 GOOD             MNDT
 PQ1760
 PQ1760                          STATION DESCRIPTION
 PQ1760
 PQ1760'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1760'THE MARK IS LOCATED ABOUT 3.75 MILES (6.03 KM) SOUTHEAST OF THE TOWN
 PQ1760'OF NICOLLET, IN THE NE 1/4 OF SECTION 24, T109N, R28W, NEAR A FIELD
 PQ1760'ENTRANCE THAT IS 3.85 MILES (6.20 KM) SOUTHEAST ALONG TRUNK HIGHWAY
 PQ1760'14 FROM ITS JUNCTION WITH TRUNK HIGHWAY 111 AT NICOLLET.  THE MARK, A
 PQ1760'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203
 PQ1760'W 1987---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 33-FOOT
 PQ1760'LONG ALUMINUM ROD THAT PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE
 PQ1760'OF THE GROUND AND IS ABOUT 1.5 FEET (0.5 M) BELOW THE LEVEL OF TRUNK
 PQ1760'HIGHWAY 14.  THE MARK IS 69 FEET (21.0 M) SOUTHWEST OF THE CENTERLINE
 PQ1760'OF TRUNK HIGHWAY 14 AT ENGINEERS STATION 240+67 AND MILEPOINT 122.3,
 PQ1760'69.0 FEET (21.0 M) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 71.7
 PQ1760'FEET (21.9 M) NORTHEAST OF THE NORTH POWER POLE OF THREE (NUMBER 51)
 PQ1760'AND 0.5 FOOT (15.2 CM) NORTH-NORTHEAST OF A STEEL WITNESS POST.  A
 PQ1760'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
 PQ1760
 PQ1760                          STATION RECOVERY (2002)
 PQ1760
 PQ1760'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 PQ1760'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1761 ***********************************************************************
 PQ1761  DESIGNATION -  5203 X
 PQ1761  PID         -  PQ1761
 PQ1761  STATE/COUNTY-  MN/NICOLLET
 PQ1761  COUNTRY     -  US
 PQ1761  USGS QUAD   -  JUDSON (1974)
 PQ1761
 PQ1761                         *CURRENT SURVEY CONTROL
 PQ1761  ______________________________________________________________________
 PQ1761* NAD 83(1986) POSITION- 44 13 36.     (N) 094 07 39.     (W)   SCALED    
 PQ1761* NAVD 88 ORTHO HEIGHT -   303.863  (meters)     996.92  (feet) ADJUSTED  
 PQ1761  ______________________________________________________________________
 PQ1761  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1761  DYNAMIC HEIGHT  -        303.817 (meters)      996.77  (feet) COMP
 PQ1761  MODELED GRAVITY -    980,458.8   (mgal)                       NAVD 88
 PQ1761
 PQ1761  VERT ORDER      -  SECOND    CLASS I
 PQ1761
 PQ1761.The horizontal coordinates were scaled from a topographic map and have
 PQ1761.an estimated accuracy of +/- 6 seconds.
 PQ1761.
 PQ1761.The orthometric height was determined by differential leveling and
 PQ1761.adjusted in June 1995.
 PQ1761
 PQ1761.The dynamic height is computed by dividing the NAVD 88
 PQ1761.geopotential number by the normal gravity value computed on the
 PQ1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1761.degrees latitude (g = 980.6199 gals.).
 PQ1761
 PQ1761.The modeled gravity was interpolated from observed gravity values.
 PQ1761
 PQ1761;                    North         East    Units  Estimated Accuracy
 PQ1761;SPC MN S     -   236,310.      789,810.      MT  (+/- 180 meters Scaled)
 PQ1761
 PQ1761                          SUPERSEDED SURVEY CONTROL
 PQ1761
 PQ1761.No superseded survey control is available for this station.
 PQ1761
 PQ1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ099976(NAD 83)
 PQ1761
 PQ1761_MARKER: DV = VERTICAL CONTROL DISK
 PQ1761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1761_SP_SET: ALUMINUM ALLOY ROD
 PQ1761_STAMPING: 5203 X 1987
 PQ1761_MARK LOGO: MNDT  
 PQ1761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1761
 PQ1761  HISTORY     - Date     Condition        Report By
 PQ1761  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1761
 PQ1761                          STATION DESCRIPTION
 PQ1761
 PQ1761'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1761'THE MARK IS LOCATED ABOUT 4.25 MILES (6.84 KM) SOUTHEAST OF THE TOWN
 PQ1761'OF NICOLLET, IN THE SW 1/4 OF SECTION 19, T109N, R27W, 4.35 MILES
 PQ1761'(7.00 KM) SOUTHEAST ALONG TRUNK HIGHWAY 14 FROM ITS JUCTION WITH
 PQ1761'TRUNK HIGHWAY 111 AT NICOLLET.  THE MARK, A STANDARD MNDT ALUMINUM
 PQ1761'VERTICAL CONTROL MONUMENT DISK STAMPED---5203 X 1987---, IS SET OF
 PQ1761'TOP ON A DRIVEN 3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT
 PQ1761'PROJECTS 0.3 FOOT (9.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS
 PQ1761'ABOUT 1 FOOT (0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK
 PQ1761'IS 69 FEET (21.0 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14
 PQ1761'AT ENGINEERS STATION 268+26 AND MILEPOINT 122.9, 7.3 FEET (2.2 M)
 PQ1761'NORTHEAST OF THE NORTHEAST ONE OF TWO POWER POLES (NUMBER 48) AND 0.5
 PQ1761'FOOT (15.2 CM) NORTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE
 PQ1761'DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1762 ***********************************************************************
 PQ1762  DESIGNATION -  5203 Y
 PQ1762  PID         -  PQ1762
 PQ1762  STATE/COUNTY-  MN/NICOLLET
 PQ1762  COUNTRY     -  US
 PQ1762  USGS QUAD   -  MANKATO WEST (1993)
 PQ1762
 PQ1762                         *CURRENT SURVEY CONTROL
 PQ1762  ______________________________________________________________________
 PQ1762* NAD 83(1986) POSITION- 44 13 18.     (N) 094 07 17.     (W)   SCALED    
 PQ1762* NAVD 88 ORTHO HEIGHT -   304.374  (meters)     998.60  (feet) ADJUSTED  
 PQ1762  ______________________________________________________________________
 PQ1762  GEOID HEIGHT    -        -28.16  (meters)                     GEOID09
 PQ1762  DYNAMIC HEIGHT  -        304.328 (meters)      998.45  (feet) COMP
 PQ1762  MODELED GRAVITY -    980,459.2   (mgal)                       NAVD 88
 PQ1762
 PQ1762  VERT ORDER      -  SECOND    CLASS I
 PQ1762
 PQ1762.The horizontal coordinates were scaled from a topographic map and have
 PQ1762.an estimated accuracy of +/- 6 seconds.
 PQ1762.
 PQ1762.The orthometric height was determined by differential leveling and
 PQ1762.adjusted in June 1995.
 PQ1762
 PQ1762.The dynamic height is computed by dividing the NAVD 88
 PQ1762.geopotential number by the normal gravity value computed on the
 PQ1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1762.degrees latitude (g = 980.6199 gals.).
 PQ1762
 PQ1762.The modeled gravity was interpolated from observed gravity values.
 PQ1762
 PQ1762;                    North         East    Units  Estimated Accuracy
 PQ1762;SPC MN S     -   235,750.      790,300.      MT  (+/- 180 meters Scaled)
 PQ1762
 PQ1762                          SUPERSEDED SURVEY CONTROL
 PQ1762
 PQ1762.No superseded survey control is available for this station.
 PQ1762
 PQ1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ104971(NAD 83)
 PQ1762
 PQ1762_MARKER: DV = VERTICAL CONTROL DISK
 PQ1762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1762_SP_SET: ALUMINUM ALLOY ROD
 PQ1762_STAMPING: 5203 Y 1987
 PQ1762_MARK LOGO: MNDT  
 PQ1762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1762
 PQ1762  HISTORY     - Date     Condition        Report By
 PQ1762  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1762
 PQ1762                          STATION DESCRIPTION
 PQ1762
 PQ1762'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1762'THE MARK IS LOCATED ABOUT 6.5 MILES (10.5 KM) NORTHWEST OF THE CITY OF
 PQ1762'NORTH MANKATO, IN THE NW 1/4 OF SECTION 30, T109N, R27W, IN THE
 PQ1762'NORTHWEST QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 14 AND COUNTY
 PQ1762'ROAD 25 WHICH IS 4.5 MILES (7.2 KM) NORTHWEST ALONG TRUNK HIGHWAY 14
 PQ1762'FROM ITS JUNCTION WITH LOOKOUT DRIVE.  THE MARK, A STANDARD MNDT
 PQ1762'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5203 Y 1987---, IS
 PQ1762'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 28-FOOT LONG ALUMINUM
 PQ1762'ROD THAT PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND
 PQ1762'AND IS ABOUT 2 FEET (0.6 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE
 PQ1762'MARK IS 70 FEET (21.3 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1762'14 AT ENGINEERS STATION 293+32 AND MILEPOINT 123.4, 59.5 FEET
 PQ1762'(18.1 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 25, 33.1 FEET
 PQ1762'(10.1 M) NORTH-NORTHWEST OF A POWER POLE WITH AN ANCHOR, 6.4 FEET
 PQ1762'(2.0 M) NORTH OF THE NORTH POWER POLE OF 2 (NUMBER 45), AND 0.5 FOOT
 PQ1762'(15.2 CM) NORTHEAST OF A STEEL WITNESS POST.  A MAGNET IN THE DISK
 PQ1762'MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1766 ***********************************************************************
 PQ1766  DESIGNATION -  5203 Z
 PQ1766  PID         -  PQ1766
 PQ1766  STATE/COUNTY-  MN/NICOLLET
 PQ1766  COUNTRY     -  US
 PQ1766  USGS QUAD   -  MANKATO WEST (1993)
 PQ1766
 PQ1766                         *CURRENT SURVEY CONTROL
 PQ1766  ______________________________________________________________________
 PQ1766* NAD 83(1986) POSITION- 44 12 59.     (N) 094 06 54.     (W)   SCALED    
 PQ1766* NAVD 88 ORTHO HEIGHT -   303.456  (meters)     995.59  (feet) ADJUSTED  
 PQ1766  ______________________________________________________________________
 PQ1766  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 PQ1766  DYNAMIC HEIGHT  -        303.411 (meters)      995.44  (feet) COMP
 PQ1766  MODELED GRAVITY -    980,459.7   (mgal)                       NAVD 88
 PQ1766
 PQ1766  VERT ORDER      -  SECOND    CLASS I
 PQ1766
 PQ1766.The horizontal coordinates were scaled from a topographic map and have
 PQ1766.an estimated accuracy of +/- 6 seconds.
 PQ1766.
 PQ1766.The orthometric height was determined by differential leveling and
 PQ1766.adjusted in June 1995.
 PQ1766
 PQ1766.The dynamic height is computed by dividing the NAVD 88
 PQ1766.geopotential number by the normal gravity value computed on the
 PQ1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1766.degrees latitude (g = 980.6199 gals.).
 PQ1766
 PQ1766.The modeled gravity was interpolated from observed gravity values.
 PQ1766
 PQ1766;                    North         East    Units  Estimated Accuracy
 PQ1766;SPC MN S     -   235,160.      790,810.      MT  (+/- 180 meters Scaled)
 PQ1766
 PQ1766                          SUPERSEDED SURVEY CONTROL
 PQ1766
 PQ1766.No superseded survey control is available for this station.
 PQ1766
 PQ1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ109965(NAD 83)
 PQ1766
 PQ1766_MARKER: DV = VERTICAL CONTROL DISK
 PQ1766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 PQ1766_SP_SET: ALUMINUM ALLOY ROD
 PQ1766_STAMPING: 5203 Z 1987
 PQ1766_MARK LOGO: MNDT  
 PQ1766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1766
 PQ1766  HISTORY     - Date     Condition        Report By
 PQ1766  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1766
 PQ1766                          STATION DESCRIPTION
 PQ1766
 PQ1766'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1766'THE MARK IS LOCATED ABOUT 6 MILES (9.7 KM) NORTHWEST OF THE CITY OF
 PQ1766'NORTH MANKATO, IN THE SE 1/4 OF SECTION 30, T109N, R27W, 4.0 MILES
 PQ1766'(6.4 KM) NORTHWEST ALONG TRUNK HIGHWAY 14 FROM ITS JUNCTION WITH
 PQ1766'LOOKOUT DRIVE.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1766'MONUMENT DISK STAMPED---5203 Z 1987---, IS SET ON THE TOP OF A DRIVEN
 PQ1766'3/4-INCH DIAMETER BY 33-FOOT LONG ALUMINUM ROD THAT IS ABOUT 1 FOOT
 PQ1766'(0.3 M) BELOW THE LEVEL OF TRUNK HIGHWAY 14.  THE MARK IS 67 FEET
 PQ1766'(20.4 M) SOUTHWEST OF THE CENTERLINE OF TRUNK HIGHWAY 14 AT ENGINEERS
 PQ1766'STATION 320+09 AND MILEPOINT 123.9, 205.5 FEET (62.6 M) SOUTHEAST OF
 PQ1766'THE EAST POLE OF TWO POLES, AND 0.5 FOOT (15.2 CM) NORTHEAST OF A
 PQ1766'STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6562 ***********************************************************************
 DF6562  DESIGNATION -  5204 B
 DF6562  PID         -  DF6562
 DF6562  STATE/COUNTY-  MN/NICOLLET
 DF6562  COUNTRY     -  US
 DF6562  USGS QUAD   -  NEW ULM (1992)
 DF6562
 DF6562                         *CURRENT SURVEY CONTROL
 DF6562  ______________________________________________________________________
 DF6562* NAD 83(2007) POSITION- 44 20 39.40543(N) 094 25 45.82883(W)   ADJUSTED  
 DF6562* NAD 83(2007) ELLIP HT-   280.767 (meters)        (02/10/07)   ADJUSTED
 DF6562* NAD 83(2007) EPOCH   -  2002.00
 DF6562* NAVD 88 ORTHO HEIGHT -   308.8    (meters)    1013.    (feet) GPS OBS   
 DF6562  ______________________________________________________________________
 DF6562  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6562  GEOID HEIGHT    -        -28.00  (meters)                     GEOID99
 DF6562  GEOID HEIGHT    -        -28.03  (meters)                     GEOID09
 DF6562  NAD 83(2007) X  -   -352,868.105 (meters)                     COMP
 DF6562  NAD 83(2007) Y  - -4,555,374.130 (meters)                     COMP
 DF6562  NAD 83(2007) Z  -  4,435,726.055 (meters)                     COMP
 DF6562  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC09
 DF6562
 DF6562  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6562  Type                                         Horiz  Ellip  Dist(km)
 DF6562  -------------------------------------------------------------------
 DF6562  NETWORK                                       0.97   0.90
 DF6562  -------------------------------------------------------------------
 DF6562  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.98   0.87      5.80
 DF6562  -------------------------------------------------------------------
 DF6562  NOTE: Click here for information on individual local accuracy
 DF6562  values and other accuracy information.
 DF6562
 DF6562
 DF6562.The horizontal coordinates were established by GPS observations
 DF6562.and adjusted by the National Geodetic Survey in February 2007.
 DF6562
 DF6562.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6562.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6562
 DF6562.The horizontal coordinates are valid at the epoch date displayed above
 DF6562.which is a decimal equivalence of Year/Month/Day.
 DF6562
 DF6562.The orthometric height was determined by GPS observations and a
 DF6562.high-resolution geoid model.
 DF6562
 DF6562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6562
 DF6562.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6562
 DF6562.The ellipsoidal height was determined by GPS observations
 DF6562.and is referenced to NAD 83.
 DF6562
 DF6562. The following values were computed from the NAD 83(2007) position.
 DF6562
 DF6562;                    North         East     Units Scale Factor Converg.
 DF6562;SPC MN S     -   249,454.454   765,762.183   MT  0.99992579   -0 18 03.5
 DF6562;SPC MN S     -   818,418.49  2,512,338.10   sFT  0.99992579   -0 18 03.5
 DF6562;UTM  15      - 4,911,105.833   386,063.838   MT  0.99975965   -0 59 57.2
 DF6562
 DF6562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6562!SPC MN S     -   0.99995598  x   0.99992579  =   0.99988177
 DF6562!UTM  15      -   0.99995598  x   0.99975965  =   0.99971564
 DF6562
 DF6562                          SUPERSEDED SURVEY CONTROL
 DF6562
 DF6562  NAD 83(1996)-  44 20 39.40483(N)    094 25 45.82822(W) AD(       ) 1
 DF6562  ELLIP H (07/31/03)  280.802  (m)                       GP(       ) 3 2
 DF6562
 DF6562.Superseded values are not recommended for survey control.
 DF6562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6562.See file dsdata.txt to determine how the superseded data were derived.
 DF6562
 DF6562_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8606311105(NAD 83)
 DF6562
 DF6562_MARKER: DD = SURVEY DISK
 DF6562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6562_STAMPING: 5204 B 1968
 DF6562_MARK LOGO: MNHD  
 DF6562_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF6562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6562+STABILITY: SURFACE MOTION
 DF6562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6562+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2005
 DF6562
 DF6562  HISTORY     - Date     Condition        Report By
 DF6562  HISTORY     - 1968     MONUMENTED       MNHD
 DF6562  HISTORY     - 20020711 GOOD             MNDT
 DF6562  HISTORY     - 20050422 GOOD             MNDT
 DF6562  HISTORY     - 20050422 GOOD             MNDT
 DF6562
 DF6562                          STATION DESCRIPTION
 DF6562
 DF6562'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6562'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 1.75 MI (2.82
 DF6562'KM) NE ON TH 15 FROM EAST JCT OF TH 14 AND TH 15 EAST OF NEW ULM,
 DF6562'THENCE 0.15 MI (0.24 KM) EAST ON GRAVEL RD, 13 FT (4.0 M) SOUTH OF
 DF6562'PRIVATE GRAVEL RD, 0.8 FT (24.4 CM) WEST OF WIT POST, SOUTH OF
 DF6562'FENCELINE, 12 FT (3.7 M) SOUTH OF DRIVEWAY.
 DF6562
 DF6562                          STATION RECOVERY (2005)
 DF6562
 DF6562'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DF6562'1.6 MILES NORTHEAST ON TRUNK HIGHWAY 15 FROM EAST JUNCTION OF TRUNK
 DF6562'HIGHWAY 14 AND TRUNK HIGHWAY 15 EAST OF NEW ULM, AT TRUNK HIGHWAY 15
 DF6562'MILEPOINT 6.1,THEN 0.1 MILES WEST ON FIELD ROAD, 12 FEET SOUTH OF
 DF6562'DRIVEWAY, 0.8 FEET WEST OF WITNESS POST
 DF6562
 DF6562                          STATION RECOVERY (2005)
 DF6562
 DF6562'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (BA)
 DF6562'1.6 MILES NORTHEAST ON TRUNK HIGHWAY 15 FROM EAST JUNCTION OF TRUNK
 DF6562'HIGHWAY 14 AND TRUNK HIGHWAY 15 EAST OF NEW ULM, AT TRUNK HIGHWAY 15
 DF6562'MILEPOINT 6.1,THEN 0.1 MILES WEST ON FIELD ROAD, 12 FEET SOUTH OF
 DF6562'DRIVEWAY, 0.8 FEET WEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0774 ***********************************************************************
 PQ0774  DESIGNATION -  5204 G
 PQ0774  PID         -  PQ0774
 PQ0774  STATE/COUNTY-  MN/NICOLLET
 PQ0774  COUNTRY     -  US
 PQ0774  USGS QUAD   -  LAFAYETTE (1964)
 PQ0774
 PQ0774                         *CURRENT SURVEY CONTROL
 PQ0774  ______________________________________________________________________
 PQ0774* NAD 83(1996) POSITION- 44 25 12.31266(N) 094 23 31.41213(W)   NO CHECK  
 PQ0774* NAVD 88 ORTHO HEIGHT -   308.10   (+/-2cm)    1010.8   (feet) VERTCON   
 PQ0774  ______________________________________________________________________
 PQ0774  GEOID HEIGHT    -        -27.96  (meters)                     GEOID09
 PQ0774  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC09
 PQ0774  HORZ ORDER      -  THIRD
 PQ0774  VERT ORDER      -  THIRD ? (See Below)
 PQ0774
 PQ0774.The horizontal coordinates were established by classical geodetic methods
 PQ0774.and adjusted by the National Geodetic Survey in March 1999.
 PQ0774.
 PQ0774.No horizontal observational check was made to the station.
 PQ0774.
 PQ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0774
 PQ0774.The vertical order pertains to the NGVD 29 superseded value.
 PQ0774
 PQ0774.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0774
 PQ0774. The following values were computed from the NAD 83(1996) position.
 PQ0774
 PQ0774;                    North         East     Units Scale Factor Converg.
 PQ0774;SPC MN S     -   257,862.475   768,779.688   MT  0.99992304   -0 16 29.3
 PQ0774;SPC MN S     -   846,003.80  2,522,238.03   sFT  0.99992304   -0 16 29.3
 PQ0774;UTM  15      - 4,919,475.005   389,183.156   MT  0.99975102   -0 58 27.9
 PQ0774
 PQ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0774!SPC MN S     -   0.99995608  x   0.99992304  =   0.99987912
 PQ0774!UTM  15      -   0.99995608  x   0.99975102  =   0.99970711
 PQ0774
 PQ0774                          SUPERSEDED SURVEY CONTROL
 PQ0774
 PQ0774  NAD 83(1986)-  44 25 12.30628(N)    094 23 31.40794(W) AD(       ) 3
 PQ0774  NAD 27      -  44 25 12.43564(N)    094 23 30.49191(W) AD(       ) 3
 PQ0774  NGVD 29 (07/19/86)  308.00   (m)         1010.5    (f) LEVELING    3  
 PQ0774
 PQ0774.Superseded values are not recommended for survey control.
 PQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0774.See file dsdata.txt to determine how the superseded data were derived.
 PQ0774
 PQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8918319475(NAD 83)
 PQ0774
 PQ0774_MARKER: DB = BENCH MARK DISK
 PQ0774_SETTING: 0 = UNSPECIFIED SETTING
 PQ0774
 PQ0774  HISTORY     - Date     Condition        Report By
 PQ0774  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0774
 PQ0774                          STATION DESCRIPTION
 PQ0774
 PQ0774'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0774'A STANDARD MNHD BENCH MARK DISK STAMPED 5204 G 1968, IS
 PQ0774'SET IN A PRECAST CONCRETE MONUMENT AND PROJECTS 0.2 FOOT ABOVE THE
 PQ0774'SURFACE OF THE GROUND.  THE MARK IS 48.5 FEET SOUTH OF THE
 PQ0774'CENTERLINE OF COUNTY ROAD 8, 19.4 FEET SOUTHEAST OF A 40 INCH
 PQ0774'COTTONWOOD TREE, 39.0 FEET WEST-SOUTHWEST OF A CABLE MARKER POST,
 PQ0774'81.6 FEET WEST OF THE CENTERLINE OF TRUNK HIGHWAY 15 AND 0.7
 PQ0774'FOOT SOUTHEAST OF A STEEL WITNESS POST.
 PQ0774'
 PQ0774'STEEL SET NEAR ALL OF THE MARKS MAKE THEM MAONETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0772 ***********************************************************************
 PQ0772  DESIGNATION -  5204 H
 PQ0772  PID         -  PQ0772
 PQ0772  STATE/COUNTY-  MN/NICOLLET
 PQ0772  COUNTRY     -  US
 PQ0772  USGS QUAD   -  LAFAYETTE (1964)
 PQ0772
 PQ0772                         *CURRENT SURVEY CONTROL
 PQ0772  ______________________________________________________________________
 PQ0772* NAD 83(1996) POSITION- 44 26 05.18928(N) 094 23 30.92082(W)   NO CHECK  
 PQ0772* NAVD 88 ORTHO HEIGHT -   308.85   (+/-2cm)    1013.3   (feet) VERTCON   
 PQ0772  ______________________________________________________________________
 PQ0772  GEOID HEIGHT    -        -27.95  (meters)                     GEOID09
 PQ0772  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC09
 PQ0772  HORZ ORDER      -  THIRD
 PQ0772  VERT ORDER      -  THIRD ? (See Below)
 PQ0772
 PQ0772.The horizontal coordinates were established by classical geodetic methods
 PQ0772.and adjusted by the National Geodetic Survey in March 1999.
 PQ0772.
 PQ0772.No horizontal observational check was made to the station.
 PQ0772.
 PQ0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0772
 PQ0772.The vertical order pertains to the NGVD 29 superseded value.
 PQ0772
 PQ0772.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0772
 PQ0772. The following values were computed from the NAD 83(1996) position.
 PQ0772
 PQ0772;                    North         East     Units Scale Factor Converg.
 PQ0772;SPC MN S     -   259,494.412   768,798.381   MT  0.99992271   -0 16 29.0
 PQ0772;SPC MN S     -   851,357.92  2,522,299.35   sFT  0.99992271   -0 16 29.0
 PQ0772;UTM  15      - 4,921,106.311   389,221.770   MT  0.99975092   -0 58 28.5
 PQ0772
 PQ0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0772!SPC MN S     -   0.99995596  x   0.99992271  =   0.99987867
 PQ0772!UTM  15      -   0.99995596  x   0.99975092  =   0.99970689
 PQ0772
 PQ0772                          SUPERSEDED SURVEY CONTROL
 PQ0772
 PQ0772  NAD 83(1986)-  44 26 05.18287(N)    094 23 30.91672(W) AD(       ) 3
 PQ0772  NAD 27      -  44 26 05.31255(N)    094 23 29.99775(W) AD(       ) 3
 PQ0772  NGVD 29 (07/19/86)  308.75   (m)         1013.0    (f) LEVELING    3  
 PQ0772
 PQ0772.Superseded values are not recommended for survey control.
 PQ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0772.See file dsdata.txt to determine how the superseded data were derived.
 PQ0772
 PQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8922121106(NAD 83)
 PQ0772
 PQ0772_MARKER: DB = BENCH MARK DISK
 PQ0772_SETTING: 0 = UNSPECIFIED SETTING
 PQ0772
 PQ0772  HISTORY     - Date     Condition        Report By
 PQ0772  HISTORY     - 1975     MONUMENTED       MNDT
 PQ0772
 PQ0772                          STATION DESCRIPTION
 PQ0772
 PQ0772'DESCRIBED BY MN DEPT OF TRANSP 1975
 PQ0772'A STANDARD MNHD BENCH MARK DISK STAMPED 5204 H 1968,
 PQ0772'IS SET IN A PRECAST CONCRETE MONUMENT AND IS FLUSH WITH THE
 PQ0772'SURFACE OF THE GROUND.  THE MARK IS 46.0 FEET WEST OF THE
 PQ0772'CENTERLINE OF TRUNK HIGHWAY 15, 19 FEET NORTH OF A FIELD ENTRANCE,
 PQ0772'73.0 FEET SOUTH OF A POWER POLE, AND 0.5 FOOT EAST OF A STEEL
 PQ0772'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6563 ***********************************************************************
 DF6563  DESIGNATION -  5205 J
 DF6563  PID         -  DF6563
 DF6563  STATE/COUNTY-  MN/NICOLLET
 DF6563  COUNTRY     -  US
 DF6563  USGS QUAD   -  NEW SWEDEN (1965)
 DF6563
 DF6563                         *CURRENT SURVEY CONTROL
 DF6563  ______________________________________________________________________
 DF6563* NAD 83(2007) POSITION- 44 26 47.26451(N) 094 12 02.08157(W)   ADJUSTED  
 DF6563* NAD 83(2007) ELLIP HT-   271.235 (meters)        (02/10/07)   ADJUSTED
 DF6563* NAD 83(2007) EPOCH   -  2002.00
 DF6563* NAVD 88 ORTHO HEIGHT -   299.27   (meters)     981.9   (feet) LEVELING  
 DF6563  ______________________________________________________________________
 DF6563  GEOID HEIGHT    -        -28.02  (meters)                     GEOID09
 DF6563  NAD 83(2007) X  -   -334,090.430 (meters)                     COMP
 DF6563  NAD 83(2007) Y  - -4,548,817.503 (meters)                     COMP
 DF6563  NAD 83(2007) Z  -  4,443,832.916 (meters)                     COMP
 DF6563  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC09
 DF6563  VERT ORDER      -  THIRD
 DF6563
 DF6563  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6563  Type                                         Horiz  Ellip  Dist(km)
 DF6563  -------------------------------------------------------------------
 DF6563  NETWORK                                       2.23   1.82
 DF6563  -------------------------------------------------------------------
 DF6563  MEDIAN LOCAL ACCURACY AND DIST (004 points)   2.32   1.90      5.95
 DF6563  -------------------------------------------------------------------
 DF6563  NOTE: Click here for information on individual local accuracy
 DF6563  values and other accuracy information.
 DF6563
 DF6563
 DF6563.The horizontal coordinates were established by GPS observations
 DF6563.and adjusted by the National Geodetic Survey in February 2007.
 DF6563
 DF6563.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6563.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6563
 DF6563.The horizontal coordinates are valid at the epoch date displayed above
 DF6563.which is a decimal equivalence of Year/Month/Day.
 DF6563
 DF6563.The orthometric height was determined by differential leveling.
 DF6563.The vertical network tie was performed by a horz. field party for horz.
 DF6563.obs reductions. Reset procedures were used to establish the elevation.
 DF6563
 DF6563.Photographs are available for this station.
 DF6563
 DF6563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6563
 DF6563.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6563
 DF6563.The ellipsoidal height was determined by GPS observations
 DF6563.and is referenced to NAD 83.
 DF6563
 DF6563. The following values were computed from the NAD 83(2007) position.
 DF6563
 DF6563;                    North         East     Units Scale Factor Converg.
 DF6563;SPC MN S     -   260,737.831   784,034.765   MT  0.99992250   -0 08 26.1
 DF6563;SPC MN S     -   855,437.37  2,572,287.39   sFT  0.99992250   -0 08 26.1
 DF6563;UTM  15      - 4,922,163.286   404,469.288   MT  0.99971223   -0 50 26.7
 DF6563
 DF6563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6563!SPC MN S     -   0.99995747  x   0.99992250  =   0.99987998
 DF6563!UTM  15      -   0.99995747  x   0.99971223  =   0.99966972
 DF6563
 DF6563                          SUPERSEDED SURVEY CONTROL
 DF6563
 DF6563  NAD 83(1996)-  44 26 47.26395(N)    094 12 02.08087(W) AD(       ) 1
 DF6563  ELLIP H (07/31/03)  271.271  (m)                       GP(       ) 3 2
 DF6563
 DF6563.Superseded values are not recommended for survey control.
 DF6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6563.See file dsdata.txt to determine how the superseded data were derived.
 DF6563
 DF6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0446922163(NAD 83)
 DF6563
 DF6563_MARKER: DV = VERTICAL CONTROL DISK
 DF6563_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DF6563_STAMPING: 5205 J 1990
 DF6563_MARK LOGO: MNDT  
 DF6563_PROJECTION: FLUSH
 DF6563_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF6563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6563+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2006
 DF6563_ROD/PIPE-DEPTH:  5.2 meters
 DF6563
 DF6563  HISTORY     - Date     Condition        Report By
 DF6563  HISTORY     - 1990     MONUMENTED       MNDT
 DF6563  HISTORY     - 20020711 GOOD             MNDT
 DF6563  HISTORY     - 20061218 GOOD             MNDT
 DF6563  HISTORY     - 20061218 GOOD             MNDT
 DF6563
 DF6563                          STATION DESCRIPTION
 DF6563
 DF6563'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6563'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 DF6563'FLUSH, MAGNETIC, AND SUITABLE FOR GPS.  ROD DEPTH IS 16 FT.
 DF6563
 DF6563                          STATION RECOVERY (2006)
 DF6563
 DF6563'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DF6563'8.4 MILES SOUTH-SOUTHEAST ON TRUNK HIGHWAY 22 FROM JUNCTION OF TRUNK
 DF6563'HIGHWAY 5 AND TRUNK HIGHWAY 22 AT GAYLORD, AT TRUNK HIGHWAY 22
 DF6563'MILEPOINT 82.1, 69.5 FEET EAST OF TRUNK HIGHWAY 22, 34 FEET NORTH OF
 DF6563'FIELD ENTRANCE, 0.9 FEET WEST OF WITNESS POST.
 DF6563
 DF6563                          STATION RECOVERY (2006)
 DF6563
 DF6563'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (HTS)
 DF6563'THE MARK IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH-SOUTHEAST OF THE TOWN
 DF6563'OF GAYLORD IN THE SOUTHEAST 1/4 OF SECTION 4 T111N, R28W, ON TRUNK
 DF6563'HIGHWAY 22 RIGHT OF WAY AT MILE POINT 82.1, 8.4 MI (13.5 KM)
 DF6563'SOUTH-SOUTHEAST OF THE JUNCTION OF TRUNK HIGHWAY 22 AND TRUNK HIGHWAY
 DF6563'5 IN GAYLORD.
 DF6563' 
 DF6563'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK SET ON A 3/4 INCH
 DF6563'(2 CM) DIAMETER ALUMINUM ROD DRIVEN 16.5 FT (5.0 M).
 DF6563' 
 DF6563'IT IS 69.5 FT (21.2 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 22,
 DF6563'34.0 FT (10.4 M) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.9 FT (0.3
 DF6563'M) WEST OF A STEEL WITNESS POST, ABOUT 4.0 FT (1.2 M) LOWER THAN TRUNK
 DF6563'HIGHWAY 22 AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3320 ***********************************************************************
 AI3320  DESIGNATION -  5206 D
 AI3320  PID         -  AI3320
 AI3320  STATE/COUNTY-  MN/NICOLLET
 AI3320  COUNTRY     -  US
 AI3320  USGS QUAD   -  NORTH STAR (1977)
 AI3320
 AI3320                         *CURRENT SURVEY CONTROL
 AI3320  ______________________________________________________________________
 AI3320* NAD 83(1986) POSITION- 44 17 24.     (N) 094 04 47.     (W)   SCALED    
 AI3320* NAVD 88 ORTHO HEIGHT -   300.817  (meters)     986.93  (feet) ADJUSTED  
 AI3320  ______________________________________________________________________
 AI3320  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 AI3320  DYNAMIC HEIGHT  -        300.774 (meters)      986.79  (feet) COMP
 AI3320  MODELED GRAVITY -    980,464.6   (mgal)                       NAVD 88
 AI3320
 AI3320  VERT ORDER      -  SECOND    CLASS I
 AI3320
 AI3320.The horizontal coordinates were scaled from a topographic map and have
 AI3320.an estimated accuracy of +/- 6 seconds.
 AI3320.
 AI3320.The orthometric height was determined by differential leveling and
 AI3320.adjusted in June 2000.
 AI3320
 AI3320.The dynamic height is computed by dividing the NAVD 88
 AI3320.geopotential number by the normal gravity value computed on the
 AI3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3320.degrees latitude (g = 980.6199 gals.).
 AI3320
 AI3320.The modeled gravity was interpolated from observed gravity values.
 AI3320
 AI3320;                    North         East    Units  Estimated Accuracy
 AI3320;SPC MN S     -   243,340.      793,640.      MT  (+/- 180 meters Scaled)
 AI3320
 AI3320                          SUPERSEDED SURVEY CONTROL
 AI3320
 AI3320.No superseded survey control is available for this station.
 AI3320
 AI3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK138046(NAD 83)
 AI3320
 AI3320_MARKER: DB = BENCH MARK DISK
 AI3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3320_STAMPING: 5206 D 1948
 AI3320_MARK LOGO: MNDT  
 AI3320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3320+STABILITY: SURFACE MOTION
 AI3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3320+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1990
 AI3320
 AI3320  HISTORY     - Date     Condition        Report By
 AI3320  HISTORY     - 1948     MONUMENTED       MNDT
 AI3320  HISTORY     - 19900904 GOOD             MNDT
 AI3320
 AI3320                          STATION DESCRIPTION
 AI3320
 AI3320'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3320'THE MARK IS LOCATED ABOUT 5 1/2 MILES ENE OF THE TOWN OF NICOLLET IN
 AI3320'THE SE 1/4 SECTION 33, T110N, R27W.  TO REACH THE MARK FROM THE JCT OF
 AI3320'TH 99 AND TH 111 IN NICOLLET, GO 5.65 MILES (9.09 KM) ENE ON TH 99, MP
 AI3320'6.25.  THE MARK IS 84.0 FT (25.6 M) NORTH OF THE CENTER OF TH 99, 58.0
 AI3320'FT (17.7 M) WEST OF A POWER POLE, 37.0 FT (11.3 M) EAST OF THE CENTER
 AI3320'OF AN ENTRANCE, 0.7 FT (21.3 CM) SOUTH OF A STEEL WITNESS POST, AND IS
 AI3320'ABOUT LEVEL WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3318 ***********************************************************************
 AI3318  DESIGNATION -  5206 F
 AI3318  PID         -  AI3318
 AI3318  STATE/COUNTY-  MN/NICOLLET
 AI3318  COUNTRY     -  US
 AI3318  USGS QUAD   -  NORTH STAR (1977)
 AI3318
 AI3318                         *CURRENT SURVEY CONTROL
 AI3318  ______________________________________________________________________
 AI3318* NAD 83(1986) POSITION- 44 18 01.     (N) 094 02 24.     (W)   SCALED    
 AI3318* NAVD 88 ORTHO HEIGHT -   299.561  (meters)     982.81  (feet) ADJUSTED  
 AI3318  ______________________________________________________________________
 AI3318  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 AI3318  DYNAMIC HEIGHT  -        299.518 (meters)      982.67  (feet) COMP
 AI3318  MODELED GRAVITY -    980,465.7   (mgal)                       NAVD 88
 AI3318
 AI3318  VERT ORDER      -  SECOND    CLASS I
 AI3318
 AI3318.The horizontal coordinates were scaled from a topographic map and have
 AI3318.an estimated accuracy of +/- 6 seconds.
 AI3318.
 AI3318.The orthometric height was determined by differential leveling and
 AI3318.adjusted in June 2000.
 AI3318
 AI3318.The dynamic height is computed by dividing the NAVD 88
 AI3318.geopotential number by the normal gravity value computed on the
 AI3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3318.degrees latitude (g = 980.6199 gals.).
 AI3318
 AI3318.The modeled gravity was interpolated from observed gravity values.
 AI3318
 AI3318;                    North         East    Units  Estimated Accuracy
 AI3318;SPC MN S     -   244,480.      796,810.      MT  (+/- 180 meters Scaled)
 AI3318
 AI3318                          SUPERSEDED SURVEY CONTROL
 AI3318
 AI3318.No superseded survey control is available for this station.
 AI3318
 AI3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK170057(NAD 83)
 AI3318
 AI3318_MARKER: DB = BENCH MARK DISK
 AI3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3318_STAMPING: 5206 F 1947
 AI3318_MARK LOGO: MNDT  
 AI3318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3318+STABILITY: SURFACE MOTION
 AI3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3318+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1990
 AI3318
 AI3318  HISTORY     - Date     Condition        Report By
 AI3318  HISTORY     - 1947     MONUMENTED       MNDT
 AI3318  HISTORY     - 19900904 GOOD             MNDT
 AI3318
 AI3318                          STATION DESCRIPTION
 AI3318
 AI3318'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3318'THE MARK IS ABOUT 4 MILES (6.4 KM) WSW OF ST PETER IN THE SW 1/4
 AI3318'SECTION 26, T110N, R27W.  TO REACH THE MARK FROM THE JCT OF TH 99 AND
 AI3318'TH 169 ON THE SOUTH EDGE OF ST PETER, GO WSW 3.95 MILES (6.36 KM) ON
 AI3318'TH 99, MP 8.35.  THE MARK IS 56.5 FT (17.2 M) SE OF THE CENTER OF TH
 AI3318'99, 93.3 FT (28.4 M) NW OF THE NE CORNER OF THE TOWN HALL, 83.5 FT
 AI3318'(25.5 M) NORTH OF THE NW CORNER OF THE TOWN HALL, 122.2 FT (37.2 M)
 AI3318'ENE OF A POWER POLE, 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS POST, AND
 AI3318'IS ABOUT 3 FT (0.9 M) LOWER THAN CO RD 101.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1750 ***********************************************************************
 PQ1750  DESIGNATION -  5206 K
 PQ1750  PID         -  PQ1750
 PQ1750  STATE/COUNTY-  MN/NICOLLET
 PQ1750  COUNTRY     -  US
 PQ1750  USGS QUAD   -  NICOLLET (1965)
 PQ1750
 PQ1750                         *CURRENT SURVEY CONTROL
 PQ1750  ______________________________________________________________________
 PQ1750* NAD 83(1986) POSITION- 44 16 23.     (N) 094 11 12.     (W)   SCALED    
 PQ1750* NAVD 88 ORTHO HEIGHT -   305.095  (meters)    1000.97  (feet) ADJUSTED  
 PQ1750  ______________________________________________________________________
 PQ1750  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 PQ1750  DYNAMIC HEIGHT  -        305.049 (meters)     1000.81  (feet) COMP
 PQ1750  MODELED GRAVITY -    980,456.4   (mgal)                       NAVD 88
 PQ1750
 PQ1750  VERT ORDER      -  SECOND    CLASS I
 PQ1750
 PQ1750.The horizontal coordinates were scaled from a topographic map and have
 PQ1750.an estimated accuracy of +/- 6 seconds.
 PQ1750.
 PQ1750.The orthometric height was determined by differential leveling and
 PQ1750.adjusted in June 1995.
 PQ1750
 PQ1750.The dynamic height is computed by dividing the NAVD 88
 PQ1750.geopotential number by the normal gravity value computed on the
 PQ1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1750.degrees latitude (g = 980.6199 gals.).
 PQ1750
 PQ1750.The modeled gravity was interpolated from observed gravity values.
 PQ1750
 PQ1750;                    North         East    Units  Estimated Accuracy
 PQ1750;SPC MN S     -   241,470.      785,100.      MT  (+/- 180 meters Scaled)
 PQ1750
 PQ1750                          SUPERSEDED SURVEY CONTROL
 PQ1750
 PQ1750.No superseded survey control is available for this station.
 PQ1750
 PQ1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK052028(NAD 83)
 PQ1750
 PQ1750_MARKER: DV = VERTICAL CONTROL DISK
 PQ1750_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1750+WITH SETTING: PAVEMENT
 PQ1750_SP_SET: WATER TANK BASE
 PQ1750_STAMPING: 5206 K 1987
 PQ1750_MARK LOGO: MNDT  
 PQ1750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1750+STABILITY: SURFACE MOTION
 PQ1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PQ1750+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1990
 PQ1750
 PQ1750  HISTORY     - Date     Condition        Report By
 PQ1750  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1750  HISTORY     - 19900904 GOOD             MNDT
 PQ1750  HISTORY     - 19900904 GOOD             MNDT
 PQ1750
 PQ1750                          STATION DESCRIPTION
 PQ1750
 PQ1750'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1750'THE MARK IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 PQ1750'PINE STREET AND SIXTH STREET IN THE TOWN OF NICOLLET, IN THE SW 1/4
 PQ1750'OF SECTION 3, T109N, R28W, 2 BLOCKS EAST AND 3 BLOCKS SOUTH OF THE
 PQ1750'JUNCTION OF TRUNK HIGHWAYS 99 AND 111.  THE MARK, A STANDARD MNDT
 PQ1750'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5206 K 1987---, IS
 PQ1750'SET IN A DRILL HOLE IN THE TOP OF THE SOUTH SIDE OF THE BASE OF THE
 PQ1750'SOUTHWEST LEG OF THE NICOLLET WATER TANK (ERECTED IN 1911) AND
 PQ1750'PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE OF THE GROUND AND IS
 PQ1750'ABOUT LEVEL WITH SIXTH STREET.  THE MARK IS 93.0 FEET (28.3 M) EAST
 PQ1750'OF THE CENTERLINE OF PINE STREET, 50.0 FEET (15.2 M) NORTH OF THE
 PQ1750'CENTER OF SIXTH STREET AND 8.8 FEET (2.7 M) EAST-SOUTHEAST OF THE
 PQ1750'NORTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE BUILDING.
 PQ1750
 PQ1750                          STATION RECOVERY (1990)
 PQ1750
 PQ1750'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 PQ1750'THE MARK IS LOCATED IN THE TOWN OF NICOLLET IN THE SW 1/4 SECTION 3,
 PQ1750'T109N, R28W.  THE MARK IS IN THE SOUTH PART OF TOWN IN THE NE QUADRANT
 PQ1750'OF THE JCT OF PINE ST AND SIXTH ST.  THE MARK IS SET IN THE BASE OF
 PQ1750'THE SW LEG OF THE WATER TANK, 96.0 FT (29.3 M) EAST OF THE CENTER OF
 PQ1750'PINE ST, 55.0 FT (16.8 M) NORTH OF THE CENTER OF SIXTH ST, 9.0 FT (2.7
 PQ1750'M) ESE OF THE NE CORNER OF A PUMP HOUSE, AND IS ABOUT LEVEL WITH SIXTH
 PQ1750'ST.
 PQ1750
 PQ1750                          STATION RECOVERY (1990)
 PQ1750
 PQ1750'RECOVERY NOTE BY MN DEPT OF TRANSP 1990 (HTS)
 PQ1750'THE MARK IS LOCATED IN THE TOWN OF NICOLLET, IN THE SOUTHWEST 1/4 OF
 PQ1750'SECTION 3, T109N, R28W, ON CITY PROPERTY, MARK IS IN THE SOUTH PART OF
 PQ1750'TOWN IN THE NORTHEAST CORNER OF THE INTERSECTION OF PINE STREET AND
 PQ1750'SIXTH STREET AT THE SOUTHWEST LEG OF THE WATER TANK.
 PQ1750' 
 PQ1750'THE MARK, A STANDARD MNDT VERTICAL CONTROL MONUMENT DISK SET IN THE
 PQ1750'CONCRETE BASE OF THE SOUTHWEST LEG OF THE WATER TANK.
 PQ1750' 
 PQ1750'IT IS 55.0 FT (16.8 M) NORTH OF THE CENTERLINE OF SIXTH STREET, 96.0
 PQ1750'FT (29.3 M) EAST OF THE CENTERLINE OF PINE STREET, 9.0 FT (2.7 M)
 PQ1750'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A PUMP HOUSE AND IS ABOUT
 PQ1750'LEVEL WITH SIXTH STREET.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3317 ***********************************************************************
 AI3317  DESIGNATION -  5206 L
 AI3317  PID         -  AI3317
 AI3317  STATE/COUNTY-  MN/NICOLLET
 AI3317  COUNTRY     -  US
 AI3317  USGS QUAD   -  NORTH STAR (1977)
 AI3317
 AI3317                         *CURRENT SURVEY CONTROL
 AI3317  ______________________________________________________________________
 AI3317* NAD 83(1986) POSITION- 44 18 35.     (N) 094 01 53.     (W)   SCALED    
 AI3317* NAVD 88 ORTHO HEIGHT -   300.659  (meters)     986.41  (feet) ADJUSTED  
 AI3317  ______________________________________________________________________
 AI3317  GEOID HEIGHT    -        -28.19  (meters)                     GEOID09
 AI3317  DYNAMIC HEIGHT  -        300.616 (meters)      986.27  (feet) COMP
 AI3317  MODELED GRAVITY -    980,465.9   (mgal)                       NAVD 88
 AI3317
 AI3317  VERT ORDER      -  SECOND    CLASS I
 AI3317
 AI3317.The horizontal coordinates were scaled from a topographic map and have
 AI3317.an estimated accuracy of +/- 6 seconds.
 AI3317.
 AI3317.The orthometric height was determined by differential leveling and
 AI3317.adjusted in June 2000.
 AI3317
 AI3317.The dynamic height is computed by dividing the NAVD 88
 AI3317.geopotential number by the normal gravity value computed on the
 AI3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3317.degrees latitude (g = 980.6199 gals.).
 AI3317
 AI3317.The modeled gravity was interpolated from observed gravity values.
 AI3317
 AI3317;                    North         East    Units  Estimated Accuracy
 AI3317;SPC MN S     -   245,530.      797,500.      MT  (+/- 180 meters Scaled)
 AI3317
 AI3317                          SUPERSEDED SURVEY CONTROL
 AI3317
 AI3317.No superseded survey control is available for this station.
 AI3317
 AI3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK177067(NAD 83)
 AI3317
 AI3317_MARKER: DV = VERTICAL CONTROL DISK
 AI3317_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3317_STAMPING: 5206 L 1990
 AI3317_MARK LOGO: MNDT  
 AI3317_PROJECTION: RECESSED 3 CENTIMETERS
 AI3317_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3317+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3317_ROD/PIPE-DEPTH:  9.1 meters
 AI3317
 AI3317  HISTORY     - Date     Condition        Report By
 AI3317  HISTORY     - 1990     MONUMENTED       MNDT
 AI3317
 AI3317                          STATION DESCRIPTION
 AI3317
 AI3317'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3317'THE MARK IS ABOUT 3 1/2 MILES WSW OF ST PETER IN THE NE 1/4 SECTION
 AI3317'26, T110N, R27W.  TO REACH THE MARK FROM THE JCT OF TH 99 AND TH 169
 AI3317'ON THE SOUTH EDGE OF ST PETER, GO WEST 3.15 MILES (5.07 KM) ON TH 99,
 AI3317'MP 9.15.  THE MARK IS 134.0 FT (40.8 M) SE OF THE CENTER OF TH 99,
 AI3317'29.5 FT (9.0 M) WEST OF THE CENTER OF A GRAVEL ROAD, 2.4 FT (0.7 M)
 AI3317'EAST OF A POWER POLE, 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS POST,
 AI3317'AND IS ABOUT 2 FT (0.6 M) LOWER THAN THE GRAVEL RD.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3319 ***********************************************************************
 AI3319  DESIGNATION -  5206 M
 AI3319  PID         -  AI3319
 AI3319  STATE/COUNTY-  MN/NICOLLET
 AI3319  COUNTRY     -  US
 AI3319  USGS QUAD   -  NORTH STAR (1977)
 AI3319
 AI3319                         *CURRENT SURVEY CONTROL
 AI3319  ______________________________________________________________________
 AI3319* NAD 83(1986) POSITION- 44 17 38.     (N) 094 03 51.     (W)   SCALED    
 AI3319* NAVD 88 ORTHO HEIGHT -   298.534  (meters)     979.44  (feet) ADJUSTED  
 AI3319  ______________________________________________________________________
 AI3319  GEOID HEIGHT    -        -28.17  (meters)                     GEOID09
 AI3319  DYNAMIC HEIGHT  -        298.491 (meters)      979.30  (feet) COMP
 AI3319  MODELED GRAVITY -    980,465.2   (mgal)                       NAVD 88
 AI3319
 AI3319  VERT ORDER      -  SECOND    CLASS I
 AI3319
 AI3319.The horizontal coordinates were scaled from a topographic map and have
 AI3319.an estimated accuracy of +/- 6 seconds.
 AI3319.
 AI3319.The orthometric height was determined by differential leveling and
 AI3319.adjusted in June 2000.
 AI3319
 AI3319.The dynamic height is computed by dividing the NAVD 88
 AI3319.geopotential number by the normal gravity value computed on the
 AI3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3319.degrees latitude (g = 980.6199 gals.).
 AI3319
 AI3319.The modeled gravity was interpolated from observed gravity values.
 AI3319
 AI3319;                    North         East    Units  Estimated Accuracy
 AI3319;SPC MN S     -   243,770.      794,880.      MT  (+/- 180 meters Scaled)
 AI3319
 AI3319                          SUPERSEDED SURVEY CONTROL
 AI3319
 AI3319.No superseded survey control is available for this station.
 AI3319
 AI3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK151050(NAD 83)
 AI3319
 AI3319_MARKER: DV = VERTICAL CONTROL DISK
 AI3319_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3319_STAMPING: 5206 M 1990
 AI3319_MARK LOGO: MNDT  
 AI3319_PROJECTION: RECESSED 3 CENTIMETERS
 AI3319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3319+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3319_ROD/PIPE-DEPTH: 12.2 meters
 AI3319
 AI3319  HISTORY     - Date     Condition        Report By
 AI3319  HISTORY     - 1990     MONUMENTED       MNDT
 AI3319
 AI3319                          STATION DESCRIPTION
 AI3319
 AI3319'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3319'THE MARK IS ABOUT 5 MILES (8.0 KM) WSW OF ST PETER IN THE NW 1/4
 AI3319'SECTION 34, T110N, R27W.  TO REACH THE MARK FROM THE JCT OF TH 99 AND
 AI3319'TH 169 ON THE SOUTH EDGE OF ST PETER, GO WSW 5.25 MILES (8.45 KM) ON
 AI3319'TH 99, MP 7.05.  THE MARK IS 67.5 FT (20.6 M) SSE OF THE CENTER OF TH
 AI3319'99, 146.5 FT (44.7 M) EAST OF THE CENTER OF A FIELD ENTRANCE, 2.5 FT
 AI3319'(0.8 M) NORTH OF A POWER POLE, 0.7 FT (21.3 CM) SOUTH OF A STEEL
 AI3319'WITNESS POST, AND IS ABOUT 2 FT (0.6 M) LOWER THAN TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3321 ***********************************************************************
 AI3321  DESIGNATION -  5206 N
 AI3321  PID         -  AI3321
 AI3321  STATE/COUNTY-  MN/NICOLLET
 AI3321  COUNTRY     -  US
 AI3321  USGS QUAD   -  NORTH STAR (1977)
 AI3321
 AI3321                         *CURRENT SURVEY CONTROL
 AI3321  ______________________________________________________________________
 AI3321* NAD 83(1986) POSITION- 44 17 04.     (N) 094 05 23.     (W)   SCALED    
 AI3321* NAVD 88 ORTHO HEIGHT -   301.081  (meters)     987.80  (feet) ADJUSTED  
 AI3321  ______________________________________________________________________
 AI3321  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 AI3321  DYNAMIC HEIGHT  -        301.037 (meters)      987.65  (feet) COMP
 AI3321  MODELED GRAVITY -    980,464.0   (mgal)                       NAVD 88
 AI3321
 AI3321  VERT ORDER      -  SECOND    CLASS I
 AI3321
 AI3321.The horizontal coordinates were scaled from a topographic map and have
 AI3321.an estimated accuracy of +/- 6 seconds.
 AI3321.
 AI3321.The orthometric height was determined by differential leveling and
 AI3321.adjusted in June 2000.
 AI3321
 AI3321.Photographs are available for this station.
 AI3321
 AI3321.The dynamic height is computed by dividing the NAVD 88
 AI3321.geopotential number by the normal gravity value computed on the
 AI3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3321.degrees latitude (g = 980.6199 gals.).
 AI3321
 AI3321.The modeled gravity was interpolated from observed gravity values.
 AI3321
 AI3321;                    North         East    Units  Estimated Accuracy
 AI3321;SPC MN S     -   242,720.      792,840.      MT  (+/- 180 meters Scaled)
 AI3321
 AI3321                          SUPERSEDED SURVEY CONTROL
 AI3321
 AI3321.No superseded survey control is available for this station.
 AI3321
 AI3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK130040(NAD 83)
 AI3321
 AI3321_MARKER: DV = VERTICAL CONTROL DISK
 AI3321_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3321_STAMPING: 5206 N 1990
 AI3321_MARK LOGO: MNDT  
 AI3321_PROJECTION: RECESSED 3 CENTIMETERS
 AI3321_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3321+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3321_ROD/PIPE-DEPTH:  9.1 meters
 AI3321
 AI3321  HISTORY     - Date     Condition        Report By
 AI3321  HISTORY     - 1990     MONUMENTED       MNDT
 AI3321
 AI3321                          STATION DESCRIPTION
 AI3321
 AI3321'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3321'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) EAST OF THE TOWN OF
 AI3321'NICOLLET IN THE SW 1/4 SECTION 33, T110N, R27W.  TO REACH THE MARK
 AI3321'FROM THE JCT OF TH 99 AND TH 111 IN NICOLLET, GO 5.05 MILES (8.13 KM)
 AI3321'EAST ON TH 99, MP 5.6. THE MARK IS 62.0 FT (18.9 M) SE OF THE CENTER
 AI3321'OF TH 99, 151.0 FT (46.0 M) ENE OF THE CENTER OF A GRAVEL RD, 1.8 FT
 AI3321'(0.5 M) NW OF A POWER POLE, 1.8 FT (0.5 M) NE OF A STEEL WITNESS POST,
 AI3321'AND IS ABOUT 3.5 FT (1.1 M) LOWER WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3322 ***********************************************************************
 AI3322  DESIGNATION -  5206 P
 AI3322  PID         -  AI3322
 AI3322  STATE/COUNTY-  MN/NICOLLET
 AI3322  COUNTRY     -  US
 AI3322  USGS QUAD   -  NORTH STAR (1977)
 AI3322
 AI3322                         *CURRENT SURVEY CONTROL
 AI3322  ______________________________________________________________________
 AI3322* NAD 83(1986) POSITION- 44 16 58.     (N) 094 06 34.     (W)   SCALED    
 AI3322* NAVD 88 ORTHO HEIGHT -   299.305  (meters)     981.97  (feet) ADJUSTED  
 AI3322  ______________________________________________________________________
 AI3322  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 AI3322  DYNAMIC HEIGHT  -        299.261 (meters)      981.83  (feet) COMP
 AI3322  MODELED GRAVITY -    980,462.8   (mgal)                       NAVD 88
 AI3322
 AI3322  VERT ORDER      -  SECOND    CLASS I
 AI3322
 AI3322.The horizontal coordinates were scaled from a topographic map and have
 AI3322.an estimated accuracy of +/- 6 seconds.
 AI3322.
 AI3322.The orthometric height was determined by differential leveling and
 AI3322.adjusted in June 2000.
 AI3322
 AI3322.The dynamic height is computed by dividing the NAVD 88
 AI3322.geopotential number by the normal gravity value computed on the
 AI3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3322.degrees latitude (g = 980.6199 gals.).
 AI3322
 AI3322.The modeled gravity was interpolated from observed gravity values.
 AI3322
 AI3322;                    North         East    Units  Estimated Accuracy
 AI3322;SPC MN S     -   242,540.      791,260.      MT  (+/- 180 meters Scaled)
 AI3322
 AI3322                          SUPERSEDED SURVEY CONTROL
 AI3322
 AI3322.No superseded survey control is available for this station.
 AI3322
 AI3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK114038(NAD 83)
 AI3322
 AI3322_MARKER: DV = VERTICAL CONTROL DISK
 AI3322_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3322_STAMPING: 5206 P 1990
 AI3322_MARK LOGO: MNDT  
 AI3322_PROJECTION: RECESSED 3 CENTIMETERS
 AI3322_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3322+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3322_ROD/PIPE-DEPTH:  9.1 meters
 AI3322
 AI3322  HISTORY     - Date     Condition        Report By
 AI3322  HISTORY     - 1990     MONUMENTED       MNDT
 AI3322
 AI3322                          STATION DESCRIPTION
 AI3322
 AI3322'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3322'THE MARK IS LOCATED ABOUT 4 MILES (6.4 KM) EAST OF THE TOWN OF
 AI3322'NICOLLET IN THE NW 1/4 SECTION 5, T109N, R27W.  TO REACH THE MARK FROM
 AI3322'THE JCT OF TH 99 AND TH 111 IN NICOLLET, GO 4.05 MILES (6.52 KM) EAST
 AI3322'ON TH 99, MP 4.6. THE MARK IS 71.0 FT (21.6 M) SOUTH OF THE CENTER OF
 AI3322'TH 99, 95.0 FT (29.0 M) EAST OF THE CENTER OF CO RD 17, 2.5 FT (0.8 M)
 AI3322'NW OF A POWER POLE, 2.0 FT (0.6 M) NORTH OF A STEEL WITNESS POST, AND
 AI3322'IS ABOUT 1 FT (0.3 M) LOWER WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3323 ***********************************************************************
 AI3323  DESIGNATION -  5206 Q
 AI3323  PID         -  AI3323
 AI3323  STATE/COUNTY-  MN/NICOLLET
 AI3323  COUNTRY     -  US
 AI3323  USGS QUAD   -  NICOLLET (1965)
 AI3323
 AI3323                         *CURRENT SURVEY CONTROL
 AI3323  ______________________________________________________________________
 AI3323* NAD 83(1986) POSITION- 44 16 59.     (N) 094 07 37.     (W)   SCALED    
 AI3323* NAVD 88 ORTHO HEIGHT -   299.797  (meters)     983.58  (feet) ADJUSTED  
 AI3323  ______________________________________________________________________
 AI3323  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 AI3323  DYNAMIC HEIGHT  -        299.752 (meters)      983.44  (feet) COMP
 AI3323  MODELED GRAVITY -    980,461.7   (mgal)                       NAVD 88
 AI3323
 AI3323  VERT ORDER      -  SECOND    CLASS I
 AI3323
 AI3323.The horizontal coordinates were scaled from a topographic map and have
 AI3323.an estimated accuracy of +/- 6 seconds.
 AI3323.
 AI3323.The orthometric height was determined by differential leveling and
 AI3323.adjusted in June 2000.
 AI3323
 AI3323.The dynamic height is computed by dividing the NAVD 88
 AI3323.geopotential number by the normal gravity value computed on the
 AI3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3323.degrees latitude (g = 980.6199 gals.).
 AI3323
 AI3323.The modeled gravity was interpolated from observed gravity values.
 AI3323
 AI3323;                    North         East    Units  Estimated Accuracy
 AI3323;SPC MN S     -   242,570.      789,870.      MT  (+/- 180 meters Scaled)
 AI3323
 AI3323                          SUPERSEDED SURVEY CONTROL
 AI3323
 AI3323.No superseded survey control is available for this station.
 AI3323
 AI3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK100039(NAD 83)
 AI3323
 AI3323_MARKER: DV = VERTICAL CONTROL DISK
 AI3323_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3323_STAMPING: 5206 Q 1990
 AI3323_MARK LOGO: MNDT  
 AI3323_PROJECTION: FLUSH
 AI3323_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3323+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3323_ROD/PIPE-DEPTH:  9.1 meters
 AI3323
 AI3323  HISTORY     - Date     Condition        Report By
 AI3323  HISTORY     - 1990     MONUMENTED       MNDT
 AI3323
 AI3323                          STATION DESCRIPTION
 AI3323
 AI3323'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3323'THE MARK IS LOCATED ABOUT 3 MILES (4.8 KM) EAST OF THE TOWN OF
 AI3323'NICOLLET IN THE NW 1/4 SECTION 6, T109N, R27W.  TO REACH THE MARK FROM
 AI3323'THE JCT OF TH 99 AND TH 111 IN NICOLLET, GO 3.2 MILES (5.1 KM) EAST ON
 AI3323'TH 99, MP 3.75.  THE MARK IS 61.5 FT (18.7 M) SOUTH OF THE CENTER OF
 AI3323'TH 99, 2.4 FT (0.7 M) NORTH OF A POWER POLE 100 WITH A GUY WIRE, 1.0
 AI3323'FT (0.3 M) SOUTH OF A STEEL WITNESS POST, AND IS ABOUT 1 FT (0.3 M)
 AI3323'LOWER WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3324 ***********************************************************************
 AI3324  DESIGNATION -  5206 R
 AI3324  PID         -  AI3324
 AI3324  STATE/COUNTY-  MN/NICOLLET
 AI3324  COUNTRY     -  US
 AI3324  USGS QUAD   -  NICOLLET (1965)
 AI3324
 AI3324                         *CURRENT SURVEY CONTROL
 AI3324  ______________________________________________________________________
 AI3324* NAD 83(1986) POSITION- 44 16 54.     (N) 094 08 39.     (W)   SCALED    
 AI3324* NAVD 88 ORTHO HEIGHT -   298.852  (meters)     980.48  (feet) ADJUSTED  
 AI3324  ______________________________________________________________________
 AI3324  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 AI3324  DYNAMIC HEIGHT  -        298.807 (meters)      980.34  (feet) COMP
 AI3324  MODELED GRAVITY -    980,460.4   (mgal)                       NAVD 88
 AI3324
 AI3324  VERT ORDER      -  SECOND    CLASS I
 AI3324
 AI3324.The horizontal coordinates were scaled from a topographic map and have
 AI3324.an estimated accuracy of +/- 6 seconds.
 AI3324.
 AI3324.The orthometric height was determined by differential leveling and
 AI3324.adjusted in June 2000.
 AI3324
 AI3324.The dynamic height is computed by dividing the NAVD 88
 AI3324.geopotential number by the normal gravity value computed on the
 AI3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3324.degrees latitude (g = 980.6199 gals.).
 AI3324
 AI3324.The modeled gravity was interpolated from observed gravity values.
 AI3324
 AI3324;                    North         East    Units  Estimated Accuracy
 AI3324;SPC MN S     -   242,420.      788,490.      MT  (+/- 180 meters Scaled)
 AI3324
 AI3324                          SUPERSEDED SURVEY CONTROL
 AI3324
 AI3324.No superseded survey control is available for this station.
 AI3324
 AI3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK087037(NAD 83)
 AI3324
 AI3324_MARKER: DV = VERTICAL CONTROL DISK
 AI3324_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3324_STAMPING: 5206 R 1990
 AI3324_MARK LOGO: MNDT  
 AI3324_PROJECTION: RECESSED 5 CENTIMETERS
 AI3324_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3324+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3324_ROD/PIPE-DEPTH:  9.1 meters
 AI3324
 AI3324  HISTORY     - Date     Condition        Report By
 AI3324  HISTORY     - 1990     MONUMENTED       MNDT
 AI3324
 AI3324                          STATION DESCRIPTION
 AI3324
 AI3324'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3324'THE MARK IS LOCATED ABOUT 2 MILES (3.2 KM) EAST OF THE TOWN OF
 AI3324'NICOLLET IN THE NW 1/4 SECTION 1, T109N, R28W.  TO REACH THE MARK FROM
 AI3324'THE JCT OF TH 99 AND TH 111 IN NICOLLET, GO 2.3 MILES (3.7 KM) EAST ON
 AI3324'TH 99, MP 2.85.  THE MARK IS 49.0 FT (14.9 M) SSE OF THE CENTER OF TH
 AI3324'99, 21.5 FT (6.6 M) WEST OF A FIELD ENTRANCE, 1.6 FT (0.5 M) NE OF
 AI3324'POWER POLE 1, 1.0 FT (0.3 M) WNW OF A STEEL WITNESS POST, AND IS ABOUT
 AI3324'4 FT (1.2 M) LOWER WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3325 ***********************************************************************
 AI3325  DESIGNATION -  5206 S
 AI3325  PID         -  AI3325
 AI3325  STATE/COUNTY-  MN/NICOLLET
 AI3325  COUNTRY     -  US
 AI3325  USGS QUAD   -  NICOLLET (1965)
 AI3325
 AI3325                         *CURRENT SURVEY CONTROL
 AI3325  ______________________________________________________________________
 AI3325* NAD 83(1986) POSITION- 44 16 49.     (N) 094 09 41.     (W)   SCALED    
 AI3325* NAVD 88 ORTHO HEIGHT -   299.206  (meters)     981.65  (feet) ADJUSTED  
 AI3325  ______________________________________________________________________
 AI3325  GEOID HEIGHT    -        -28.13  (meters)                     GEOID09
 AI3325  DYNAMIC HEIGHT  -        299.161 (meters)      981.50  (feet) COMP
 AI3325  MODELED GRAVITY -    980,459.0   (mgal)                       NAVD 88
 AI3325
 AI3325  VERT ORDER      -  SECOND    CLASS I
 AI3325
 AI3325.The horizontal coordinates were scaled from a topographic map and have
 AI3325.an estimated accuracy of +/- 6 seconds.
 AI3325.
 AI3325.The orthometric height was determined by differential leveling and
 AI3325.adjusted in June 2000.
 AI3325
 AI3325.The dynamic height is computed by dividing the NAVD 88
 AI3325.geopotential number by the normal gravity value computed on the
 AI3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3325.degrees latitude (g = 980.6199 gals.).
 AI3325
 AI3325.The modeled gravity was interpolated from observed gravity values.
 AI3325
 AI3325;                    North         East    Units  Estimated Accuracy
 AI3325;SPC MN S     -   242,270.      787,120.      MT  (+/- 180 meters Scaled)
 AI3325
 AI3325                          SUPERSEDED SURVEY CONTROL
 AI3325
 AI3325.No superseded survey control is available for this station.
 AI3325
 AI3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK073036(NAD 83)
 AI3325
 AI3325_MARKER: DV = VERTICAL CONTROL DISK
 AI3325_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3325_STAMPING: 5206 S 1990
 AI3325_MARK LOGO: MNDT  
 AI3325_PROJECTION: RECESSED 3 CENTIMETERS
 AI3325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3325+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3325_ROD/PIPE-DEPTH: 10.7 meters
 AI3325
 AI3325  HISTORY     - Date     Condition        Report By
 AI3325  HISTORY     - 1990     MONUMENTED       MNDT
 AI3325
 AI3325                          STATION DESCRIPTION
 AI3325
 AI3325'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3325'THE MARK IS LOCATED ABOUT 1 1/2 MILES EAST OF THE TOWN OF NICOLLET IN
 AI3325'THE NW 1/4 SECTION 2, T109N, R28W.  TO REACH THE MARK FROM THE JCT OF
 AI3325'TH 99 AND TH 111 IN NICOLLET, GO 1.45 MILES (2.33 KM) EAST ON TH 99,
 AI3325'MP 2.0. THE MARK IS 106.0 FT (32.3 M) NNW OF THE CENTER OF TH 99, 66.0
 AI3325'FT (20.1 M) NW OF A CABLE MARKER POST, 4.5 FT (1.4 M) WEST OF A FIELD
 AI3325'ENTRANCE EXTENDED, 0.7 FT (21.3 CM) SSE OF A STEEL WITNESS POST, AND
 AI3325'IS ABOUT 1 FT (0.3 M) LOWER WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3326 ***********************************************************************
 AI3326  DESIGNATION -  5206 T
 AI3326  PID         -  AI3326
 AI3326  STATE/COUNTY-  MN/NICOLLET
 AI3326  COUNTRY     -  US
 AI3326  USGS QUAD   -  NICOLLET (1965)
 AI3326
 AI3326                         *CURRENT SURVEY CONTROL
 AI3326  ______________________________________________________________________
 AI3326* NAD 83(1986) POSITION- 44 16 33.     (N) 094 10 23.     (W)   SCALED    
 AI3326* NAVD 88 ORTHO HEIGHT -   298.863  (meters)     980.52  (feet) ADJUSTED  
 AI3326  ______________________________________________________________________
 AI3326  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 AI3326  DYNAMIC HEIGHT  -        298.817 (meters)      980.37  (feet) COMP
 AI3326  MODELED GRAVITY -    980,457.8   (mgal)                       NAVD 88
 AI3326
 AI3326  VERT ORDER      -  SECOND    CLASS I
 AI3326
 AI3326.The horizontal coordinates were scaled from a topographic map and have
 AI3326.an estimated accuracy of +/- 6 seconds.
 AI3326.
 AI3326.The orthometric height was determined by differential leveling and
 AI3326.adjusted in June 2000.
 AI3326
 AI3326.The dynamic height is computed by dividing the NAVD 88
 AI3326.geopotential number by the normal gravity value computed on the
 AI3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3326.degrees latitude (g = 980.6199 gals.).
 AI3326
 AI3326.The modeled gravity was interpolated from observed gravity values.
 AI3326
 AI3326;                    North         East    Units  Estimated Accuracy
 AI3326;SPC MN S     -   241,770.      786,190.      MT  (+/- 180 meters Scaled)
 AI3326
 AI3326                          SUPERSEDED SURVEY CONTROL
 AI3326
 AI3326.No superseded survey control is available for this station.
 AI3326
 AI3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK063031(NAD 83)
 AI3326
 AI3326_MARKER: DV = VERTICAL CONTROL DISK
 AI3326_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3326_STAMPING: 5206 T 1990
 AI3326_MARK LOGO: MNDT  
 AI3326_PROJECTION: RECESSED 5 CENTIMETERS
 AI3326_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3326+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3326_ROD/PIPE-DEPTH: 13.7 meters
 AI3326
 AI3326  HISTORY     - Date     Condition        Report By
 AI3326  HISTORY     - 1990     MONUMENTED       MNDT
 AI3326
 AI3326                          STATION DESCRIPTION
 AI3326
 AI3326'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3326'THE MARK IS LOCATED ABOUT 1/2 MILE EAST OF THE TOWN OF NICOLLET IN THE
 AI3326'SE 1/4 SECTION 3, T109N, R28W.  TO REACH THE MARK FROM THE JCT OF TH
 AI3326'99 AND TH 111 IN NICOLLET, GO 0.8 MILE (1.3 KM) EAST ON TH 99, MP
 AI3326'1.35.  THE MARK IS 63.0 FT (19.2 M) SOUTH OF THE CENTER OF TH 99, 1.5
 AI3326'FT (0.5 M) WNW OF POWER POLE 8, 1.4 FT (0.4 M) NE OF A STEEL WITNESS
 AI3326'POST, AND IS ABOUT 4 FT (1.2 M) LOWER WITH TH 99.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI3316 ***********************************************************************
 AI3316  DESIGNATION -  5206 U
 AI3316  PID         -  AI3316
 AI3316  STATE/COUNTY-  MN/NICOLLET
 AI3316  COUNTRY     -  US
 AI3316  USGS QUAD   -  ST PETER (1991)
 AI3316
 AI3316                         *CURRENT SURVEY CONTROL
 AI3316  ______________________________________________________________________
 AI3316* NAD 83(1986) POSITION- 44 18 45.     (N) 093 58 42.     (W)   SCALED    
 AI3316* NAVD 88 ORTHO HEIGHT -   276.538  (meters)     907.28  (feet) ADJUSTED  
 AI3316  ______________________________________________________________________
 AI3316  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 AI3316  DYNAMIC HEIGHT  -        276.497 (meters)      907.14  (feet) COMP
 AI3316  MODELED GRAVITY -    980,465.6   (mgal)                       NAVD 88
 AI3316
 AI3316  VERT ORDER      -  SECOND    CLASS I
 AI3316
 AI3316.The horizontal coordinates were scaled from a topographic map and have
 AI3316.an estimated accuracy of +/- 6 seconds.
 AI3316.
 AI3316.The orthometric height was determined by differential leveling and
 AI3316.adjusted in June 2000.
 AI3316
 AI3316.The dynamic height is computed by dividing the NAVD 88
 AI3316.geopotential number by the normal gravity value computed on the
 AI3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3316.degrees latitude (g = 980.6199 gals.).
 AI3316
 AI3316.The modeled gravity was interpolated from observed gravity values.
 AI3316
 AI3316;                    North         East    Units  Estimated Accuracy
 AI3316;SPC MN S     -   245,830.      801,730.      MT  (+/- 180 meters Scaled)
 AI3316
 AI3316                          SUPERSEDED SURVEY CONTROL
 AI3316
 AI3316.No superseded survey control is available for this station.
 AI3316
 AI3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK219070(NAD 83)
 AI3316
 AI3316_MARKER: DV = VERTICAL CONTROL DISK
 AI3316_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI3316_STAMPING: 5206 U 1990
 AI3316_MARK LOGO: MNDT  
 AI3316_PROJECTION: FLUSH
 AI3316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI3316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3316+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AI3316_ROD/PIPE-DEPTH: 13.7 meters
 AI3316
 AI3316  HISTORY     - Date     Condition        Report By
 AI3316  HISTORY     - 1990     MONUMENTED       MNDT
 AI3316
 AI3316                          STATION DESCRIPTION
 AI3316
 AI3316'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AI3316'THE MARK IS ABOUT 1/2 MILE SW OF ST PETER IN THE NE 1/4 SECTION 29,
 AI3316'T110N, R26W.  TO REACH THE MARK FROM THE JCT OF TH 99 AND TH 169 ON
 AI3316'THE SOUTH EDGE OF ST PETER, GO WEST 0.6 MILE (1.0 KM) ON TH 99, MP
 AI3316'11.75.  THE MARK IS 76.0 FT (23.2 M) SOUTH OF THE CENTER OF TH 99,
 AI3316'78.5 FT (23.9 M) EAST OF THE CENTER OF TH 333, 2.4 FT (0.7 M) EAST OF
 AI3316'A POWER POLE, 2.2 FT (0.7 M) WSW OF A STEEL WITNESS POST, AND IS ABOUT
 AI3316'1 FT (0.3 M) LOWER THAN CO RD 101.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1751 ***********************************************************************
 PQ1751  DESIGNATION -  5208 A
 PQ1751  PID         -  PQ1751
 PQ1751  STATE/COUNTY-  MN/NICOLLET
 PQ1751  COUNTRY     -  US
 PQ1751  USGS QUAD   -  NICOLLET (1965)
 PQ1751
 PQ1751                         *CURRENT SURVEY CONTROL
 PQ1751  ______________________________________________________________________
 PQ1751* NAD 83(1986) POSITION- 44 16 57.     (N) 094 11 23.     (W)   SCALED    
 PQ1751* NAVD 88 ORTHO HEIGHT -   303.468  (meters)     995.63  (feet) ADJUSTED  
 PQ1751  ______________________________________________________________________
 PQ1751  GEOID HEIGHT    -        -28.14  (meters)                     GEOID09
 PQ1751  DYNAMIC HEIGHT  -        303.421 (meters)      995.47  (feet) COMP
 PQ1751  MODELED GRAVITY -    980,457.2   (mgal)                       NAVD 88
 PQ1751
 PQ1751  VERT ORDER      -  SECOND    CLASS I
 PQ1751
 PQ1751.The horizontal coordinates were scaled from a topographic map and have
 PQ1751.an estimated accuracy of +/- 6 seconds.
 PQ1751.
 PQ1751.The orthometric height was determined by differential leveling and
 PQ1751.adjusted in June 1995.
 PQ1751
 PQ1751.The dynamic height is computed by dividing the NAVD 88
 PQ1751.geopotential number by the normal gravity value computed on the
 PQ1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1751.degrees latitude (g = 980.6199 gals.).
 PQ1751
 PQ1751.The modeled gravity was interpolated from observed gravity values.
 PQ1751
 PQ1751;                    North         East    Units  Estimated Accuracy
 PQ1751;SPC MN S     -   242,520.      784,860.      MT  (+/- 180 meters Scaled)
 PQ1751
 PQ1751                          SUPERSEDED SURVEY CONTROL
 PQ1751
 PQ1751.No superseded survey control is available for this station.
 PQ1751
 PQ1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK050039(NAD 83)
 PQ1751
 PQ1751_MARKER: DB = BENCH MARK DISK
 PQ1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ1751_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1751_STAMPING: 5208 A 1987
 PQ1751_MARK LOGO: MNDT  
 PQ1751_PROJECTION: PROJECTING 8 CENTIMETERS
 PQ1751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PQ1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1751+STABILITY: SURFACE MOTION
 PQ1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1751+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 PQ1751
 PQ1751  HISTORY     - Date     Condition        Report By
 PQ1751  HISTORY     - 1987     MONUMENTED       MNDT
 PQ1751  HISTORY     - 20060904 GOOD             MNDT
 PQ1751  HISTORY     - 20060904 GOOD             MNDT
 PQ1751
 PQ1751                          STATION DESCRIPTION
 PQ1751
 PQ1751'DESCRIBED BY MN DEPT OF TRANSP 1987
 PQ1751'THE MARK IS LOCATED ABOUT 0.5 MILE (0.8 KM) NORTH OF THE TOWN OF
 PQ1751'NICOLLET, IN THE NW 1/4 OF SECTION 3, T109N, R28W, 0.4 MILE (0.6 KM)
 PQ1751'NORTH ALONG TRUNK HIGHWAY 111 FROM ITS JUNCTION WITH TRUNK HIGHWAY 99
 PQ1751'AT NICOLLET.  THE MARK, A STANDARD MNDT BENCH MARK DISK
 PQ1751'STAMPED---5208 A 1987---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST
 PQ1751'CONCRETE MONUMENT THAT PROJECTS 0.2 FOOT (6.1 CM) ABOVE THE SURFACE
 PQ1751'OF THE GROUND.  THE MARK IS 75.0 FEET (22.9 M) EAST OF THE CENTERLINE
 PQ1751'OF TRUNK HIGHWAY 111 AT MILEPOINT 0.75, ABOUT 275 FEET (83.8 M) SOUTH
 PQ1751'OF A FARM ENTRANCE, 7.5 FEET (2.3 M) NORTH OF AN EAST-WEST FENCELINE,
 PQ1751'8.6 FEET (2.6 M) NORTH-NORTHEAST OF A POWER POLE AND 0.7 FOOT
 PQ1751'(21.3 CM) WEST OF A STEEL WITNESS POST.
 PQ1751
 PQ1751                          STATION RECOVERY (2006)
 PQ1751
 PQ1751'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WJN)
 PQ1751'THE MARK IS LOCATED ABOUT 6.0 MI (9.7 KM) NORTH OF JUDSON, 5.5 MI (8.8
 PQ1751'KM) WEST OF NORTH STAR AND 0.5 MI (0.8 KM) NORTH-NORTHWEST OF
 PQ1751'NICOLLET.
 PQ1751' 
 PQ1751'TO REACH TO THE MARK GO 0.4 MI (0.6 KM) NORTH ON TRUNK HIGHWAY 111
 PQ1751'FROM THE JUNCTION OF TRUNK HIGHWAY 111 AND TRUNK HIGHWAY 99, AT TRUNK
 PQ1751'HIGHWAY 111 MILE POINT 0.75, 75.0 FT (22.9 M) EAST OF TRUNK HIGHWAY
 PQ1751'111, 275 FT (83.8 M) SOUTH OF FARM ENTRANCE, 7.5 FT (2.3 M) NORTH OF
 PQ1751'AN EAST-WEST FENCE, 8.6 FT (2.6 M) NORTH-NORTHEAST OF POWER POLE, 0.7
 PQ1751'FT (0.2 M) WEST OF A WITNESS POST.
 PQ1751
 PQ1751                          STATION RECOVERY (2006)
 PQ1751
 PQ1751'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (HTS)
 PQ1751'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE TOWN OF
 PQ1751'NICOLLET, IN THE NORTHWEST 1/4 OF SECTION 3, T109N, R28W, ON TRUNK
 PQ1751'HIGHWAY 111 RIGHT OF WAY, 0.4 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY
 PQ1751'111 FROM ITS JUNCTION WITH TRUNK HIGHWAY 99 IN NICOLLET.
 PQ1751' 
 PQ1751'THE MARK, A STANDARD MNDT BENCH MARK DISK, IS SET IN THE TOP OF A 6 FT
 PQ1751'(1.8 M) PRECAST CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.2 FT (0.1 M).
 PQ1751'THE MARK IS 75.0 FT (22.9 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 PQ1751'111, 275.0 FT (83.8 M) SOUTH OF A FIELD ENTRANCE, 7.5 FT (2.3 M)
 PQ1751'ORTHODOX OF A EAST-WEST FENCE LINE, 8.6 FT (2.6 M) NORTH-NORTHEAST OF
 PQ1751'A POWER POLE, 0.7 FT (0.2 M) WEST OF A STEEL WITNESS POST AND IS ABOUT
 PQ1751'4.0 FT (1.2 M) HIGHER THAN TRUNK HIGHWAY 111.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6564 ***********************************************************************
 DF6564  DESIGNATION -  5208 G
 DF6564  PID         -  DF6564
 DF6564  STATE/COUNTY-  MN/NICOLLET
 DF6564  COUNTRY     -  US
 DF6564  USGS QUAD   -  NICOLLET (1965)
 DF6564
 DF6564                         *CURRENT SURVEY CONTROL
 DF6564  ______________________________________________________________________
 DF6564* NAD 83(2007) POSITION- 44 22 10.26728(N) 094 11 24.89622(W)   ADJUSTED  
 DF6564* NAD 83(2007) ELLIP HT-   273.215 (meters)        (02/10/07)   ADJUSTED
 DF6564* NAD 83(2007) EPOCH   -  2002.00
 DF6564* NAVD 88 ORTHO HEIGHT -   301.3    (meters)     989.    (feet) GPS OBS   
 DF6564  ______________________________________________________________________
 DF6564  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6564  GEOID HEIGHT    -        -28.03  (meters)                     GEOID99
 DF6564  GEOID HEIGHT    -        -28.07  (meters)                     GEOID09
 DF6564  NAD 83(2007) X  -   -333,707.653 (meters)                     COMP
 DF6564  NAD 83(2007) Y  - -4,554,846.303 (meters)                     COMP
 DF6564  NAD 83(2007) Z  -  4,437,726.136 (meters)                     COMP
 DF6564  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC09
 DF6564
 DF6564  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6564  Type                                         Horiz  Ellip  Dist(km)
 DF6564  -------------------------------------------------------------------
 DF6564  NETWORK                                       0.60   0.61
 DF6564  -------------------------------------------------------------------
 DF6564  MEDIAN LOCAL ACCURACY AND DIST (007 points)   0.78   0.67      5.39
 DF6564  -------------------------------------------------------------------
 DF6564  NOTE: Click here for information on individual local accuracy
 DF6564  values and other accuracy information.
 DF6564
 DF6564
 DF6564.The horizontal coordinates were established by GPS observations
 DF6564.and adjusted by the National Geodetic Survey in February 2007.
 DF6564
 DF6564.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6564.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6564
 DF6564.The horizontal coordinates are valid at the epoch date displayed above
 DF6564.which is a decimal equivalence of Year/Month/Day.
 DF6564
 DF6564.The orthometric height was determined by GPS observations and a
 DF6564.high-resolution geoid model.
 DF6564
 DF6564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6564
 DF6564.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6564
 DF6564.The ellipsoidal height was determined by GPS observations
 DF6564.and is referenced to NAD 83.
 DF6564
 DF6564. The following values were computed from the NAD 83(2007) position.
 DF6564
 DF6564;                    North         East     Units Scale Factor Converg.
 DF6564;SPC MN S     -   252,186.546   784,837.035   MT  0.99992468   -0 08 00.1
 DF6564;SPC MN S     -   827,382.03  2,574,919.51   sFT  0.99992468   -0 08 00.1
 DF6564;UTM  15      - 4,913,604.658   405,166.938   MT  0.99971060   -0 49 56.6
 DF6564
 DF6564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6564!SPC MN S     -   0.99995716  x   0.99992468  =   0.99988185
 DF6564!UTM  15      -   0.99995716  x   0.99971060  =   0.99966777
 DF6564
 DF6564                          SUPERSEDED SURVEY CONTROL
 DF6564
 DF6564  NAD 83(1996)-  44 22 10.26671(N)    094 11 24.89568(W) AD(       ) 1
 DF6564  ELLIP H (07/31/03)  273.255  (m)                       GP(       ) 3 2
 DF6564
 DF6564.Superseded values are not recommended for survey control.
 DF6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6564.See file dsdata.txt to determine how the superseded data were derived.
 DF6564
 DF6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0516613604(NAD 83)
 DF6564
 DF6564_MARKER: DB = BENCH MARK DISK
 DF6564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6564_STAMPING: 5208 G 1990
 DF6564_MARK LOGO: MNDT  
 DF6564_PROJECTION: PROJECTING 30 CENTIMETERS
 DF6564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DF6564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6564+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6564
 DF6564  HISTORY     - Date     Condition        Report By
 DF6564  HISTORY     - 1958     MONUMENTED       MNDT
 DF6564  HISTORY     - 20020711 GOOD             MNDT
 DF6564  HISTORY     - 20020711 GOOD             MNDT
 DF6564
 DF6564                          STATION DESCRIPTION
 DF6564
 DF6564'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6564'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK
 DF6564'PROJECTS 12 INCHES, MAGNETIC, AND SUITABLE FOR GPS.
 DF6564
 DF6564                          STATION RECOVERY (2002)
 DF6564
 DF6564'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (HTS)
 DF6564'THE MARK IS LOCATED ABOUT 6-1/2 MILES NORTH OF THE TOWN OF NICOLLET,
 DF6564'IN THE NW 1/4 OF SECTION 3, T110N, R28W, ON TRUNK HIGHWAY 111 RIGHT OF
 DF6564'WAY, 6.35 MILES (10.22 KM) NORTH ALONG TRUNK HIGHWAY 111 FROM ITS
 DF6564'JUNCTION WITH TRUNK HIGHWAY 99 IN NICOLLET AT MILE POINT 6.8.
 DF6564' 
 DF6564'THE MARK, A STANDARD MNDT BENCH MARK DISK SET IN A 6 FOOT (1.8 M)
 DF6564'PRE-CAST CONCRETE MONUMENT.
 DF6564' 
 DF6564'IT IS 75.0 FT (22.9 M) EAST OF THE CENTERLINE OF TH 111, 50.0 FT (15.2
 DF6564'M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 113.0 FT (34.4 M)
 DF6564'WEST-SOUTHWEST OF A POWER POLE, 1.1 FT (0.3 M) SOUTH OF A STEEL
 DF6564'WITNESS POST, ABOUT 1.5 FT (0.5 M) LOWER THAN TH 111, AND PROJECTS 1.0
 DF6564'FT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6565 ***********************************************************************
 DF6565  DESIGNATION -  5208 I
 DF6565  PID         -  DF6565
 DF6565  STATE/COUNTY-  MN/NICOLLET
 DF6565  COUNTRY     -  US
 DF6565  USGS QUAD   -  NEW SWEDEN (1965)
 DF6565
 DF6565                         *CURRENT SURVEY CONTROL
 DF6565  ______________________________________________________________________
 DF6565* NAD 83(2007) POSITION- 44 23 55.36014(N) 094 11 26.00996(W)   ADJUSTED  
 DF6565* NAD 83(2007) ELLIP HT-   273.576 (meters)        (02/10/07)   ADJUSTED
 DF6565* NAD 83(2007) EPOCH   -  2002.00
 DF6565* NAVD 88 ORTHO HEIGHT -   301.62   (meters)     989.6   (feet) LEVELING  
 DF6565  ______________________________________________________________________
 DF6565  GEOID HEIGHT    -        -28.05  (meters)                     GEOID09
 DF6565  NAD 83(2007) X  -   -333,566.457 (meters)                     COMP
 DF6565  NAD 83(2007) Y  - -4,552,581.761 (meters)                     COMP
 DF6565  NAD 83(2007) Z  -  4,440,044.765 (meters)                     COMP
 DF6565  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC09
 DF6565  VERT ORDER      -  THIRD
 DF6565
 DF6565  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6565  Type                                         Horiz  Ellip  Dist(km)
 DF6565  -------------------------------------------------------------------
 DF6565  NETWORK                                       0.89   0.74
 DF6565  -------------------------------------------------------------------
 DF6565  MEDIAN LOCAL ACCURACY AND DIST (008 points)   1.09   0.85      6.55
 DF6565  -------------------------------------------------------------------
 DF6565  NOTE: Click here for information on individual local accuracy
 DF6565  values and other accuracy information.
 DF6565
 DF6565
 DF6565.The horizontal coordinates were established by GPS observations
 DF6565.and adjusted by the National Geodetic Survey in February 2007.
 DF6565
 DF6565.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6565.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6565
 DF6565.The horizontal coordinates are valid at the epoch date displayed above
 DF6565.which is a decimal equivalence of Year/Month/Day.
 DF6565
 DF6565.The orthometric height was determined by differential leveling.
 DF6565.The vertical network tie was performed by a horz. field party for horz.
 DF6565.obs reductions. Reset procedures were used to establish the elevation.
 DF6565
 DF6565.Photographs are available for this station.
 DF6565
 DF6565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6565
 DF6565.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6565
 DF6565.The ellipsoidal height was determined by GPS observations
 DF6565.and is referenced to NAD 83.
 DF6565
 DF6565. The following values were computed from the NAD 83(2007) position.
 DF6565
 DF6565;                    North         East     Units Scale Factor Converg.
 DF6565;SPC MN S     -   255,430.208   784,819.939   MT  0.99992364   -0 08 00.8
 DF6565;SPC MN S     -   838,023.94  2,574,863.42   sFT  0.99992364   -0 08 00.8
 DF6565;UTM  15      - 4,916,847.594   405,189.424   MT  0.99971055   -0 49 58.9
 DF6565
 DF6565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6565!SPC MN S     -   0.99995711  x   0.99992364  =   0.99988075
 DF6565!UTM  15      -   0.99995711  x   0.99971055  =   0.99966767
 DF6565
 DF6565                          SUPERSEDED SURVEY CONTROL
 DF6565
 DF6565  NAD 83(1996)-  44 23 55.35958(N)    094 11 26.00940(W) AD(       ) 1
 DF6565  ELLIP H (07/31/03)  273.616  (m)                       GP(       ) 3 2
 DF6565
 DF6565.Superseded values are not recommended for survey control.
 DF6565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6565.See file dsdata.txt to determine how the superseded data were derived.
 DF6565
 DF6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0518916847(NAD 83)
 DF6565
 DF6565_MARKER: DB = BENCH MARK DISK
 DF6565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF6565_STAMPING: 5208 I 1990
 DF6565_MARK LOGO: MNDT  
 DF6565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF6565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6565+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DF6565
 DF6565  HISTORY     - Date     Condition        Report By
 DF6565  HISTORY     - 1958     MONUMENTED       MNDT
 DF6565  HISTORY     - 20020711 GOOD             MNDT
 DF6565  HISTORY     - 20020711 GOOD             MNDT
 DF6565
 DF6565                          STATION DESCRIPTION
 DF6565
 DF6565'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6565'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  DISK SET IN
 DF6565'MONUMENT IN 1958 THEN STAMPED IN 1990.
 DF6565
 DF6565                          STATION RECOVERY (2002)
 DF6565
 DF6565'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (HTS)
 DF6565'RECOVERED AS DESCRIBED.
 DF6565' 
 DF6565'NOTE -- DISK SET IN MONUMENT IN 1958 THEN STAMPED IN 1990 WHEN LEVELED
 DF6565'TO.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AC4890 ***********************************************************************
 AC4890  CBN         -  This is a Cooperative Base Network Control Station.
 AC4890  DESIGNATION -  5208 K
 AC4890  PID         -  AC4890
 AC4890  STATE/COUNTY-  MN/NICOLLET
 AC4890  COUNTRY     -  US
 AC4890  USGS QUAD   -  NICOLLET (1965)
 AC4890
 AC4890                         *CURRENT SURVEY CONTROL
 AC4890  ______________________________________________________________________
 AC4890* NAD 83(2007) POSITION- 44 20 08.20125(N) 094 11 25.40123(W)   ADJUSTED  
 AC4890* NAD 83(2007) ELLIP HT-   271.317 (meters)        (02/10/07)   ADJUSTED
 AC4890* NAD 83(2007) EPOCH   -  2002.00
 AC4890* NAVD 88 ORTHO HEIGHT -   299.40   (meters)     982.3   (feet) LEVELING  
 AC4890  ______________________________________________________________________
 AC4890  NAD 83(2007) X  -   -333,911.177 (meters)                     COMP
 AC4890  NAD 83(2007) Y  - -4,557,471.125 (meters)                     COMP
 AC4890  NAD 83(2007) Z  -  4,435,030.563 (meters)                     COMP
 AC4890  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC09
 AC4890  GEOID HEIGHT    -        -28.09  (meters)                     GEOID09
 AC4890  VERT ORDER      -  THIRD
 AC4890
 AC4890  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AC4890  Type                                         Horiz  Ellip  Dist(km)
 AC4890  -------------------------------------------------------------------
 AC4890  NETWORK                                       0.35   0.45
 AC4890  -------------------------------------------------------------------
 AC4890  MEDIAN LOCAL ACCURACY AND DIST (042 points)   0.44   0.55     25.60
 AC4890  -------------------------------------------------------------------
 AC4890  NOTE: Click here for information on individual local accuracy
 AC4890  values and other accuracy information.
 AC4890
 AC4890
 AC4890.The horizontal coordinates were established by GPS observations
 AC4890.and adjusted by the National Geodetic Survey in February 2007.
 AC4890
 AC4890.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AC4890.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AC4890
 AC4890.The horizontal coordinates are valid at the epoch date displayed above
 AC4890.which is a decimal equivalence of Year/Month/Day.
 AC4890
 AC4890.The orthometric height was determined by differential leveling.
 AC4890.The vertical network tie was performed by a horz. field party for horz.
 AC4890.obs reductions. Reset procedures were used to establish the elevation.
 AC4890
 AC4890.Photographs are available for this station.
 AC4890
 AC4890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4890
 AC4890.The Laplace correction was computed from DEFLEC09 derived deflections.
 AC4890
 AC4890.The ellipsoidal height was determined by GPS observations
 AC4890.and is referenced to NAD 83.
 AC4890
 AC4890. The following values were computed from the NAD 83(2007) position.
 AC4890
 AC4890;                    North         East     Units Scale Factor Converg.
 AC4890;SPC MN S     -   248,419.122   784,817.079   MT  0.99992621   -0 08 00.4
 AC4890;SPC MN S     -   815,021.74  2,574,854.03   sFT  0.99992621   -0 08 00.4
 AC4890;UTM  15      - 4,909,838.566   405,101.052   MT  0.99971075   -0 49 55.1
 AC4890
 AC4890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4890!SPC MN S     -   0.99995746  x   0.99992621  =   0.99988367
 AC4890!UTM  15      -   0.99995746  x   0.99971075  =   0.99966822
 AC4890
 AC4890                          SUPERSEDED SURVEY CONTROL
 AC4890
 AC4890  NAD 83(1996)-  44 20 08.20068(N)    094 11 25.40073(W) AD(       ) B
 AC4890  ELLIP H (01/15/97)  271.358  (m)                       GP(       ) 4 1
 AC4890  NAVD 88 (01/15/97)  299.4    (m)  GEOID96 model used   GPS OBS        
 AC4890
 AC4890.Superseded values are not recommended for survey control.
 AC4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4890.See file dsdata.txt to determine how the superseded data were derived.
 AC4890
 AC4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK0510109838(NAD 83)
 AC4890
 AC4890_MARKER: DV = VERTICAL CONTROL DISK
 AC4890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC4890_STAMPING: 5208 K 1990
 AC4890_MARK LOGO: MNDT  
 AC4890_PROJECTION: FLUSH
 AC4890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4890+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 AC4890_ROD/PIPE-DEPTH:  9.1 meters
 AC4890
 AC4890  HISTORY     - Date     Condition        Report By
 AC4890  HISTORY     - 1990     MONUMENTED       MNDT
 AC4890  HISTORY     - 19900905 GOOD             MNDT
 AC4890  HISTORY     - 19941019 GOOD             MNDT
 AC4890  HISTORY     - 19970923 GOOD             MNDT
 AC4890  HISTORY     - 20020711 GOOD             MNDT
 AC4890  HISTORY     - 20030611 GOOD             MNDT
 AC4890  HISTORY     - 20030811 GOOD             MNDT
 AC4890  HISTORY     - 20040825 GOOD             MNDT
 AC4890  HISTORY     - 20051103 GOOD             MNDT
 AC4890  HISTORY     - 20060904 GOOD             MNDT
 AC4890
 AC4890                          STATION DESCRIPTION
 AC4890
 AC4890'DESCRIBED BY MN DEPT OF TRANSP 1990 (HTS)
 AC4890'THE MARK IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH OF THE TOWN OF
 AC4890'NICOLLET, IN THE NORTHWEST 1/4 OF SECTION 15, T110N, R28W, ON TRUNK
 AC4890'HIGHWAY 111 RIGHT OF WAY, 4.05 MI (6.5 KM) NORTH ALONG TRUNK HIGHWAY
 AC4890'111 FROM ITS JUNCTION WITH TRUNK HIGHWAY 99 IN NICOLLET AT MILE POINT
 AC4890'4.4.
 AC4890' 
 AC4890'THE MARK, A STANDARD MNDT VERTICAL CONTROL MARK DISK IS FORCED ONTO
 AC4890'THE TOP OF A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN 30.0 FT (9.1
 AC4890'M).
 AC4890' 
 AC4890'IT IS 69.0 FT (21.0 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 111,
 AC4890'11.0 FT (3.4 M) SOUTH OF THE CENTER OF A FIELD ENTRANCE EXTENDED, 1.0
 AC4890'FT (0.3 M) WEST OF A STEEL WITNESS POST, 4.0 FT (1.2 M) LOWER THAN
 AC4890'TRUNK HIGHWAY 111 AND FLUSH WITH THE GROUND.
 AC4890
 AC4890                          STATION RECOVERY (1994)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH)
 AC4890'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 AC4890'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF THE TOWN OF NICOLLET
 AC4890'IN THE NW 1/4 OF SECTION 15, T110N, R28W.  TO REACH THE MARK FROM THE
 AC4890'JCT OF TH 111 AND TH 99 IN NICOLLET, GO NORTH ON TH 111 FOR 4.05 MI
 AC4890'(6.52 KM) TO TH 111 MP 4.4 AND THE MARK ON THE RIGHT.  THE MARK, A
 AC4890'DISK SET ON A DRIVEN ALUMINUM ROD, IS 69 FT (21.0 M) EAST OF TH 111,
 AC4890'11 FT (3.4 M) SOUTH OF A FIELD ENT EXTENDED, 18.5 FT (5.6 M) NE OF THE
 AC4890'SOUTH END OF A 24 INCH METAL CULVERT, AND 1.0 FT (0.3 M) WEST OF A WIT
 AC4890'POST.  RECOVERED AND DESCRIBED BY DAVID K.  HERDER, TYPED BY G.W.O.
 AC4890
 AC4890                          STATION RECOVERY (1997)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (DKH)
 AC4890'THE MARK WAS RECOVERED AS DESCRIBED.
 AC4890
 AC4890                          STATION RECOVERY (2002)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH)
 AC4890'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AC4890
 AC4890                          STATION RECOVERY (2003)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 AC4890'4.05 MILES NORTH ON TRUNK HIGHWAY 111 FROM JUNCTION OF TRUNK HIGHWAY
 AC4890'111 AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 111 MILEPOINT
 AC4890'4.4, 69 FEET EAST OF TRUNK HIGHWAY 111, 11.0 FEET SOUTH OF FIELD
 AC4890'ENTRANCE EXTENDED, 18.5 FEET NORTHEAST OF SOUTH END OF 24 INCH METAL
 AC4890'CULVERT, 1.0 FEET WEST OF WITNESS POST, MAGNETIC, ROD DEPTH 30 FT
 AC4890
 AC4890                          STATION RECOVERY (2003)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (KNB)
 AC4890'4.05 MILES NORTH ON TRUNK HIGHWAY 111 FROM JUNCTION OF TRUNK HIGHWAY
 AC4890'111 AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 111 MILEPOINT
 AC4890'4.4, 69 FEET EAST OF TRUNK HIGHWAY 111, 11.0 FEET SOUTH OF FIELD
 AC4890'ENTRANCE EXTENDED, 18.5 FEET NORTHEAST OF SOUTH END OF 24 INCH METAL
 AC4890'CULVERT, 1.0 FOOT WEST OF WITNESS POST
 AC4890
 AC4890                          STATION RECOVERY (2004)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB)
 AC4890'4.05 MILES NORTH ON TRUNK HIGHWAY 111 FROM JUNCTION OF TRUNK HIGHWAY
 AC4890'111 AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 111 MILEPOINT
 AC4890'4.4, 69 FEET EAST OF TRUNK HIGHWAY 111, 11.0 FEET SOUTH OF FIELD
 AC4890'ENTRANCE EXTENDED, 18.5 FEET NORTHEAST OF SOUTH END OF 24 INCH METAL
 AC4890'CULVERT, 1.0 FOOT WEST OF WITNESS POST
 AC4890
 AC4890                          STATION RECOVERY (2005)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 AC4890'4.05 MILES NORTH ON TRUNK HIGHWAY 111 FROM JUNCTION OF TRUNK HIGHWAY
 AC4890'111 AND TRUNK HIGHWAY 99 AT NICOLLET, AT TRUNK HIGHWAY 111 MILEPOINT
 AC4890'4.4, 69 FEET EAST OF TRUNK HIGHWAY 111, 11.0 FEET SOUTH OF FIELD
 AC4890'ENTRANCE EXTENDED, 18.5 FEET NORTHEAST OF SOUTH END OF 24 INCH METAL
 AC4890'CULVERT, 1.0 FOOT WEST OF WITNESS POST
 AC4890
 AC4890                          STATION RECOVERY (2006)
 AC4890
 AC4890'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (WJN)
 AC4890'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) WEST-NORTHWEST OF NORTH
 AC4890'STAR, 5.0 MI (8.0 KM) SOUTH OF NEW SWEDEN AND 4.1 MI (6.6 KM) NORTH OF
 AC4890'NICOLLET.
 AC4890' 
 AC4890'TO REACH TO THE MARK FROM TRUNK HIGHWAY 111 MILE POINT 4.4, 69 FT
 AC4890'(21.0 M) EAST OF TRUNK HIGHWAY 111, 11.0 FT (3.4 M) SOUTH OF A FIELD
 AC4890'ENTRANCE EXTENDED, 18.5 FT (5.6 M) NORTHEAST OF SOUTH END OF 24 INCH
 AC4890'(61 CM) METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF6566 ***********************************************************************
 DF6566  DESIGNATION -  5209 N
 DF6566  PID         -  DF6566
 DF6566  STATE/COUNTY-  MN/NICOLLET
 DF6566  COUNTRY     -  US
 DF6566  USGS QUAD   -  LE SUEUR (1979)
 DF6566
 DF6566                         *CURRENT SURVEY CONTROL
 DF6566  ______________________________________________________________________
 DF6566* NAD 83(2007) POSITION- 44 26 59.28320(N) 093 56 28.84190(W)   ADJUSTED  
 DF6566* NAD 83(2007) ELLIP HT-   201.825 (meters)        (02/10/07)   ADJUSTED
 DF6566* NAD 83(2007) EPOCH   -  2002.00
 DF6566* NAVD 88 ORTHO HEIGHT -   230.0    (meters)     755.    (feet) GPS OBS   
 DF6566  ______________________________________________________________________
 DF6566  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DF6566  GEOID HEIGHT    -        -28.09  (meters)                     GEOID99
 DF6566  GEOID HEIGHT    -        -28.15  (meters)                     GEOID09
 DF6566  NAD 83(2007) X  -   -313,484.813 (meters)                     COMP
 DF6566  NAD 83(2007) Y  - -4,549,973.910 (meters)                     COMP
 DF6566  NAD 83(2007) Z  -  4,444,049.158 (meters)                     COMP
 DF6566  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC09
 DF6566
 DF6566  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF6566  Type                                         Horiz  Ellip  Dist(km)
 DF6566  -------------------------------------------------------------------
 DF6566  NETWORK                                       1.06   0.92
 DF6566  -------------------------------------------------------------------
 DF6566  MEDIAN LOCAL ACCURACY AND DIST (005 points)   1.07   0.88      4.48
 DF6566  -------------------------------------------------------------------
 DF6566  NOTE: Click here for information on individual local accuracy
 DF6566  values and other accuracy information.
 DF6566
 DF6566
 DF6566.The horizontal coordinates were established by GPS observations
 DF6566.and adjusted by the National Geodetic Survey in February 2007.
 DF6566
 DF6566.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF6566.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF6566
 DF6566.The horizontal coordinates are valid at the epoch date displayed above
 DF6566.which is a decimal equivalence of Year/Month/Day.
 DF6566
 DF6566.The orthometric height was determined by GPS observations and a
 DF6566.high-resolution geoid model.
 DF6566
 DF6566.Photographs are available for this station.
 DF6566
 DF6566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF6566
 DF6566.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF6566
 DF6566.The ellipsoidal height was determined by GPS observations
 DF6566.and is referenced to NAD 83.
 DF6566
 DF6566. The following values were computed from the NAD 83(2007) position.
 DF6566
 DF6566;                    North         East     Units Scale Factor Converg.
 DF6566;SPC MN S     -   261,090.870   804,668.447   MT  0.99992244   +0 02 28.0
 DF6566;SPC MN S     -   856,595.63  2,639,983.06   sFT  0.99992244   +0 02 28.0
 DF6566;UTM  15      - 4,922,264.100   425,100.940   MT  0.99966899   -0 39 33.3
 DF6566
 DF6566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF6566!SPC MN S     -   0.99996836  x   0.99992244  =   0.99989080
 DF6566!UTM  15      -   0.99996836  x   0.99966899  =   0.99963736
 DF6566
 DF6566                          SUPERSEDED SURVEY CONTROL
 DF6566
 DF6566  NAD 83(1996)-  44 26 59.28268(N)    093 56 28.84121(W) AD(       ) 1
 DF6566  ELLIP H (07/31/03)  201.860  (m)                       GP(       ) 3 2
 DF6566
 DF6566.Superseded values are not recommended for survey control.
 DF6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF6566.See file dsdata.txt to determine how the superseded data were derived.
 DF6566
 DF6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK2510022264(NAD 83)
 DF6566
 DF6566_MARKER: DB = BENCH MARK DISK
 DF6566_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DF6566_STAMPING: 5209 N 1966
 DF6566_MARK LOGO: MNHD  
 DF6566_PROJECTION: FLUSH
 DF6566_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 DF6566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF6566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6566+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 DF6566
 DF6566  HISTORY     - Date     Condition        Report By
 DF6566  HISTORY     - 1966     MONUMENTED       MNHD
 DF6566  HISTORY     - 20020711 GOOD             MNDT
 DF6566  HISTORY     - 20061212 GOOD             MNDT
 DF6566
 DF6566                          STATION DESCRIPTION
 DF6566
 DF6566'DESCRIBED BY MN DEPT OF TRANSP 2002 (DKH)
 DF6566'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 0.8 MI (1.3 KM)
 DF6566'SOUTH ON TH 169 FROM SOUTH JCT OF TH 169 AND TH 93 SOUTH OF LE SUEUR,
 DF6566'74 FT (22.6 M) WEST OF SB TH 169, AT TH 169 MP 75.55, 1.0 FT (0.3 M)
 DF6566'EAST OF WIT POST, 2.0 MI (3.2 KM) SOUTH OF NORTH JCT OF TH 169 AND TH
 DF6566'93.
 DF6566
 DF6566                          STATION RECOVERY (2006)
 DF6566
 DF6566'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (KMS)
 DF6566'2.0 MILES SOUTH OF NORTH JUNCTION OF TRUNK HIGHWAY 169 AND TRUNK
 DF6566'HIGHWAY 93, 1.15 MILES SOUTH ON TRUNK HIGHWAY 169 FROM SOUTH JUNCTION
 DF6566'OF TRUNK HIGHWAY 169 AND TRUNK HIGHWAY 93 SOUTH OF LE SUEUR, AT TRUNK
 DF6566'HIGHWAY 169 MILEPOINT 75.55, 74 FEET WEST OF SOUTHBOUND TRUNK HIGHWAY
 DF6566'169, 1.0 FEET EAST-SOUTHEAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1702 ***********************************************************************
 PQ1702  DESIGNATION -  5211 A
 PQ1702  PID         -  PQ1702
 PQ1702  STATE/COUNTY-  MN/NICOLLET
 PQ1702  COUNTRY     -  US
 PQ1702  USGS QUAD   -  MANKATO WEST (1993)
 PQ1702
 PQ1702                         *CURRENT SURVEY CONTROL
 PQ1702  ______________________________________________________________________
 PQ1702* NAD 83(1986) POSITION- 44 10 32.     (N) 094 00 16.     (W)   SCALED    
 PQ1702* NAVD 88 ORTHO HEIGHT -   234.053  (meters)     767.89  (feet) ADJUSTED  
 PQ1702  ______________________________________________________________________
 PQ1702  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 PQ1702  DYNAMIC HEIGHT  -        234.019 (meters)      767.78  (feet) COMP
 PQ1702  MODELED GRAVITY -    980,470.4   (mgal)                       NAVD 88
 PQ1702
 PQ1702  VERT ORDER      -  SECOND    CLASS I
 PQ1702
 PQ1702.The horizontal coordinates were scaled from a topographic map and have
 PQ1702.an estimated accuracy of +/- 6 seconds.
 PQ1702.
 PQ1702.The orthometric height was determined by differential leveling and
 PQ1702.adjusted in June 1995.
 PQ1702
 PQ1702.The dynamic height is computed by dividing the NAVD 88
 PQ1702.geopotential number by the normal gravity value computed on the
 PQ1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1702.degrees latitude (g = 980.6199 gals.).
 PQ1702
 PQ1702.The modeled gravity was interpolated from observed gravity values.
 PQ1702
 PQ1702;                    North         East    Units  Estimated Accuracy
 PQ1702;SPC MN S     -   230,620.      799,650.      MT  (+/- 180 meters Scaled)
 PQ1702
 PQ1702                          SUPERSEDED SURVEY CONTROL
 PQ1702
 PQ1702.No superseded survey control is available for this station.
 PQ1702
 PQ1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ197918(NAD 83)
 PQ1702
 PQ1702_MARKER: DB = BENCH MARK DISK
 PQ1702_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PQ1702_SP_SET: PREFAB CONC. POST IN EARTH
 PQ1702_STAMPING: 5211 A 1986
 PQ1702_MARK LOGO: MNDT  
 PQ1702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1702+STABILITY: SURFACE MOTION
 PQ1702
 PQ1702  HISTORY     - Date     Condition        Report By
 PQ1702  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1702
 PQ1702                          STATION DESCRIPTION
 PQ1702
 PQ1702'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1702'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE EAST 1/2 OF
 PQ1702'SECTION 12, T108N, R27W, IN THE SOUTHWEST QUADRANT OF THE
 PQ1702'INTERSECTION OF TRUNK HIGHWAY 169 AND MONROE AVENUE, 0.5 MILE
 PQ1702'(0.8 KM) NORTH ALONG TRUNK HIGHWAY 169 FROM BELGRADE AVENUE.  THE
 PQ1702'MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5211 A 1986---, IS
 PQ1702'SET IN THE TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT
 PQ1702'PROJECTS 0.1 FOOT (3.0 CM) ABOVE THE SURFACE OF THE GROUND AND IS
 PQ1702'ABOUT 3 FEET (0.9 M) BELOW THE LEVEL OF MONROE AVENUE.  THE MARK IS
 PQ1702'54.5 FEET (16.6 M) SOUTH OF THE CENTERLINE OF MONROE AVENUE, 4.2 FEET
 PQ1702'(1.3 M) EAST OF A CHAIN LINK FENCE, 27.7 FEET (8.4 M) SOUTH-SOUTHEAST
 PQ1702'OF A SIGN POST (REALTY WORLD), 230.0 FEET (70.1 M) WEST OF THE
 PQ1702'CENTERLINE OF SOUTHBOUND TRUNK HIGHWAY 169 AT MILEPOINT 54.4, 20.0
 PQ1702'FEET (6.1 M) WEST-NORTHWEST OF AN 18-INCH DIAMETER COTTONWOOD TREE,
 PQ1702'AND 0.8 FOOT (24.4 CM) WEST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0700 ***********************************************************************
 PQ0700  DESIGNATION -  5211 F
 PQ0700  PID         -  PQ0700
 PQ0700  STATE/COUNTY-  MN/NICOLLET
 PQ0700  COUNTRY     -  US
 PQ0700  USGS QUAD   -  MANKATO WEST (1993)
 PQ0700
 PQ0700                         *CURRENT SURVEY CONTROL
 PQ0700  ______________________________________________________________________
 PQ0700* NAD 83(1996) POSITION- 44 14 09.49585(N) 094 01 39.06810(W)   NO CHECK  
 PQ0700* NAVD 88 ORTHO HEIGHT -   236.08   (+/-2cm)     774.5   (feet) VERTCON   
 PQ0700  ______________________________________________________________________
 PQ0700  GEOID HEIGHT    -        -28.24  (meters)                     GEOID09
 PQ0700  LAPLACE CORR    -         -3.75  (seconds)                    DEFLEC09
 PQ0700  HORZ ORDER      -  THIRD
 PQ0700  VERT ORDER      -  THIRD ? (See Below)
 PQ0700
 PQ0700.The horizontal coordinates were established by classical geodetic methods
 PQ0700.and adjusted by the National Geodetic Survey in March 1999.
 PQ0700.
 PQ0700.No horizontal observational check was made to the station.
 PQ0700.
 PQ0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0700
 PQ0700.The vertical order pertains to the NGVD 29 superseded value.
 PQ0700
 PQ0700.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0700
 PQ0700. The following values were computed from the NAD 83(1996) position.
 PQ0700
 PQ0700;                    North         East     Units Scale Factor Converg.
 PQ0700;SPC MN S     -   237,330.771   797,801.727   MT  0.99993272   -0 01 09.4
 PQ0700;SPC MN S     -   778,642.70  2,617,454.50   sFT  0.99993272   -0 01 09.4
 PQ0700;UTM  15      - 4,898,595.473   417,946.664   MT  0.99968280   -0 43 00.7
 PQ0700
 PQ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0700!SPC MN S     -   0.99996741  x   0.99993272  =   0.99990013
 PQ0700!UTM  15      -   0.99996741  x   0.99968280  =   0.99965022
 PQ0700
 PQ0700                          SUPERSEDED SURVEY CONTROL
 PQ0700
 PQ0700  NAD 83(1986)-  44 14 09.49231(N)    094 01 39.06218(W) AD(       ) 3
 PQ0700  NAD 27      -  44 14 09.60943(N)    094 01 38.22065(W) AD(       ) 3
 PQ0700  NGVD 29 (07/19/86)  236.04   (m)          774.4    (f) LEVELING    3  
 PQ0700
 PQ0700.Superseded values are not recommended for survey control.
 PQ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0700.See file dsdata.txt to determine how the superseded data were derived.
 PQ0700
 PQ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ1794698595(NAD 83)
 PQ0700
 PQ0700_MARKER: DB = BENCH MARK DISK
 PQ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0700_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0700
 PQ0700  HISTORY     - Date     Condition        Report By
 PQ0700  HISTORY     - 1949     MONUMENTED       MNDT
 PQ0700
 PQ0700                          STATION DESCRIPTION
 PQ0700
 PQ0700'DESCRIBED BY MN DEPT OF TRANSP 1949 (DKH)
 PQ0700'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE TOWN OF NORTH
 PQ0700'MANKATO, IN THE NE 1/4 OF SECTION 23, T109N, R27W.
 PQ0700'
 PQ0700'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5211F---,
 PQ0700'IS SET IN THE TOP OF A 6 INCH ROUND PRECAST CONCRETE MONUMENT THAT IS
 PQ0700'BURIED 0.2 FOOT BELOW THE SURFACE OF THE GROUND.  THE MARK IS 64.0
 PQ0700'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY
 PQ0700'169, 106 FEET NORTH OF THE CENTER OF COUNTY ROAD 28, 12 FEET
 PQ0700'EAST-SOUTHEAST OF A 24 INCH DIAMETER BOX ELDER TREE, AT HIGHWAY
 PQ0700'MILEPOINT 58.8, AND 0.9 FOOT EAST OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ0672 ***********************************************************************
 PQ0672  DESIGNATION -  5211 J
 PQ0672  PID         -  PQ0672
 PQ0672  STATE/COUNTY-  MN/NICOLLET
 PQ0672  COUNTRY     -  US
 PQ0672  USGS QUAD   -  NORTH STAR (1977)
 PQ0672
 PQ0672                         *CURRENT SURVEY CONTROL
 PQ0672  ______________________________________________________________________
 PQ0672* NAD 83(1996) POSITION- 44 17 07.10003(N) 094 00 18.25992(W)   NO CHECK  
 PQ0672* NAVD 88 ORTHO HEIGHT -   235.34   (+/-2cm)     772.1   (feet) VERTCON   
 PQ0672  ______________________________________________________________________
 PQ0672  GEOID HEIGHT    -        -28.25  (meters)                     GEOID09
 PQ0672  LAPLACE CORR    -         -3.63  (seconds)                    DEFLEC09
 PQ0672  HORZ ORDER      -  THIRD
 PQ0672  VERT ORDER      -  THIRD ? (See Below)
 PQ0672
 PQ0672.The horizontal coordinates were established by classical geodetic methods
 PQ0672.and adjusted by the National Geodetic Survey in March 1999.
 PQ0672.
 PQ0672.No horizontal observational check was made to the station.
 PQ0672.
 PQ0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 PQ0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PQ0672
 PQ0672.The vertical order pertains to the NGVD 29 superseded value.
 PQ0672
 PQ0672.The Laplace correction was computed from DEFLEC09 derived deflections.
 PQ0672
 PQ0672. The following values were computed from the NAD 83(1996) position.
 PQ0672
 PQ0672;                    North         East     Units Scale Factor Converg.
 PQ0672;SPC MN S     -   242,811.952   799,595.161   MT  0.99992912   -0 00 12.8
 PQ0672;SPC MN S     -   796,625.55  2,623,338.46   sFT  0.99992912   -0 00 12.8
 PQ0672;UTM  15      - 4,904,053.038   419,806.264   MT  0.99967909   -0 42 06.5
 PQ0672
 PQ0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PQ0672!SPC MN S     -   0.99996753  x   0.99992912  =   0.99989665
 PQ0672!UTM  15      -   0.99996753  x   0.99967909  =   0.99964663
 PQ0672
 PQ0672                          SUPERSEDED SURVEY CONTROL
 PQ0672
 PQ0672  NAD 83(1986)-  44 17 07.09605(N)    094 00 18.25419(W) AD(       ) 3
 PQ0672  NAD 27      -  44 17 07.21381(N)    094 00 17.41189(W) AD(       ) 3
 PQ0672  NGVD 29 (07/19/86)  235.30   (m)          772.0    (f) LEVELING    3  
 PQ0672
 PQ0672.Superseded values are not recommended for survey control.
 PQ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PQ0672.See file dsdata.txt to determine how the superseded data were derived.
 PQ0672
 PQ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVK1980604053(NAD 83)
 PQ0672
 PQ0672_MARKER: DB = BENCH MARK DISK
 PQ0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PQ0672_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PQ0672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PQ0672
 PQ0672  HISTORY     - Date     Condition        Report By
 PQ0672  HISTORY     - 1964     MONUMENTED       MNDT
 PQ0672
 PQ0672                          STATION DESCRIPTION
 PQ0672
 PQ0672'DESCRIBED BY MN DEPT OF TRANSP 1964 (DKH)
 PQ0672'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF THE TOWN OF ST PETER
 PQ0672'IN THE SW 1/4 OF SECTION 31, T110N, R26W.
 PQ0672'
 PQ0672'THE STATION MARK, A STANDARD MNDT BENCH MARK DISK STAMPED---5211J---,
 PQ0672'IS SET IN THE TOP OF A 6 INCH ROUND PRECAST CONCRETE MONUMENT THAT
 PQ0672'PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 44.0
 PQ0672'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF TRUNK HIGHWAY
 PQ0672'169 AT MILEPOINT 62.6 AND 0.8 FOOT EAST-SOUTHEAST OF A STEEL WITNESS
 PQ0672'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1703 ***********************************************************************
 PQ1703  DESIGNATION -  5211 L
 PQ1703  PID         -  PQ1703
 PQ1703  STATE/COUNTY-  MN/NICOLLET
 PQ1703  COUNTRY     -  US
 PQ1703  USGS QUAD   -  MANKATO WEST (1993)
 PQ1703
 PQ1703                         *CURRENT SURVEY CONTROL
 PQ1703  ______________________________________________________________________
 PQ1703* NAD 83(1986) POSITION- 44 10 55.     (N) 094 00 26.     (W)   SCALED    
 PQ1703* NAVD 88 ORTHO HEIGHT -   237.252  (meters)     778.38  (feet) ADJUSTED  
 PQ1703  ______________________________________________________________________
 PQ1703  GEOID HEIGHT    -        -28.28  (meters)                     GEOID09
 PQ1703  DYNAMIC HEIGHT  -        237.218 (meters)      778.27  (feet) COMP
 PQ1703  MODELED GRAVITY -    980,469.7   (mgal)                       NAVD 88
 PQ1703
 PQ1703  VERT ORDER      -  SECOND    CLASS I
 PQ1703
 PQ1703.The horizontal coordinates were scaled from a topographic map and have
 PQ1703.an estimated accuracy of +/- 6 seconds.
 PQ1703.
 PQ1703.The orthometric height was determined by differential leveling and
 PQ1703.adjusted in June 1995.
 PQ1703
 PQ1703.The dynamic height is computed by dividing the NAVD 88
 PQ1703.geopotential number by the normal gravity value computed on the
 PQ1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1703.degrees latitude (g = 980.6199 gals.).
 PQ1703
 PQ1703.The modeled gravity was interpolated from observed gravity values.
 PQ1703
 PQ1703;                    North         East    Units  Estimated Accuracy
 PQ1703;SPC MN S     -   231,330.      799,420.      MT  (+/- 180 meters Scaled)
 PQ1703
 PQ1703                          SUPERSEDED SURVEY CONTROL
 PQ1703
 PQ1703.No superseded survey control is available for this station.
 PQ1703
 PQ1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ194925(NAD 83)
 PQ1703
 PQ1703_MARKER: DV = VERTICAL CONTROL DISK
 PQ1703_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PQ1703+WITH SETTING: PAVEMENT
 PQ1703_SP_SET: BASE OF LIGHT STANDARD
 PQ1703_STAMPING: 5211 L 1986
 PQ1703_MARK LOGO: MNDT  
 PQ1703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PQ1703+STABILITY: SURFACE MOTION
 PQ1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1703+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 PQ1703
 PQ1703  HISTORY     - Date     Condition        Report By
 PQ1703  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1703  HISTORY     - 20101013 GOOD             WOOLPT
 PQ1703  HISTORY     - 20101013 GOOD             WOOLPT
 PQ1703
 PQ1703                          STATION DESCRIPTION
 PQ1703
 PQ1703'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1703'THE MARK IS LOCATED IN THE TOWN OF NORTH MANKATO, IN THE SW 1/4 OF
 PQ1703'SECTION 6, T108N, R26W, IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 PQ1703'OF TRUNK HIGHWAY 169 AND WEBSTER AVENUE, 0.8 MILE (1.3 KM) NORTH
 PQ1703'ALONG TRUNK HIGHWAY 169 FROM THE BELGRADE AVENUE BRIDGE OVER TRUNK
 PQ1703'HIGHWAY 169. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 PQ1703'MONUMENT DISK STAMPED---5211 L 1986---, IS SET FLUSH IN A DRILL HOLE
 PQ1703'IN THE TOP OF A 3 FOOT (0.9 M) DIAMETER CONCRETE BASE OF A LIGHT
 PQ1703'STANDARD AND IS 1 FOOT (0.3 M) ABOVE THE SURFACE OF THE GROUND AND
 PQ1703'ABOUT LEVEL WITH TRUNK HIGHWAY 169.  THE MARK IS 34.6 FEET (10.5 M)
 PQ1703'EAST-NORTHEAST OF THE CENTERLINE OF NORTHBOUND TRUNK HIGHWAY 169 AT
 PQ1703'MILEPOINT 54.85, 58.4 FEET (17.8 M) NORTH-NORTHWEST OF THE CENTER OF
 PQ1703'WEBSTER AVENUE, IN THE WEST BASE OF A SIGNAL LIGHT.
 PQ1703
 PQ1703                          STATION RECOVERY (2010)
 PQ1703
 PQ1703'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PQ1703'RECOVERED IN GOOD CONDITION.
 PQ1703
 PQ1703                          STATION RECOVERY (2010)
 PQ1703
 PQ1703'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 PQ1703'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR EAST GRAND FORKS
 PQ1703'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 05325000.
 PQ1703' 
 PQ1703' 
 PQ1703'THE MARK IS 30.46 FEET ABOVE ZERO GAGE REFERENCE POINT AT MINNESOTA
 PQ1703'RIVER AT MANKATO, MN.
 PQ1703' 
 PQ1703'THE MARK IS 0.07 FEET ABOVE NGVD88 AT MINNESOTA RIVER AT MANKATO, MN.
 PQ1703' 
 PQ1703' 
 PQ1703'THE MARK IS 12.91 FEET BELOW BM 5212A, BRONZE TABLET ON TOP OF
 PQ1703'CONCRETE RAILING ON SOUTH WEST CORNER OF HIGHWAY BRIDGE OVER U.S.
 PQ1703'HIGHWAY 169 NEXT TO MEMORIAL STREET BRIDGE.
 PQ1703' 
 PQ1703'THE MARK IS 9.22 FEET BELOW RP 7, (DONWSTREAM OF MEMORIAL STREET
 PQ1703'BRIDGE) CHISLED SQUARE ON FLOODWALL NEXT TO MULBERRY PUMPING STATION.
 PQ1703' 
 PQ1703' 
 PQ1703'RP 8 (DONWSTREAM OF MEMORIAL STREET BRIDGE) POINT ON CONCRETE
 PQ1703'HEADWALL, RIVER-SIDE MOST UPSTREAM POINT NEAR ORIFICE FOR THE
 PQ1703'MANOMETER. NOT FOUND
 PQ1703' 
 PQ1703'RM 14 - (AT U.S. HIGHWAY 169 BRIDGE) QUARTER INCH BOLT SLUGGED INTO
 PQ1703'LANDWARD SIDE OF DOWNSTREAM END OF LEFT BRIDGE PIER. NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1700 ***********************************************************************
 PQ1700  DESIGNATION -  5212 A
 PQ1700  PID         -  PQ1700
 PQ1700  STATE/COUNTY-  MN/NICOLLET
 PQ1700  COUNTRY     -  US
 PQ1700  USGS QUAD   -  MANKATO WEST (1993)
 PQ1700
 PQ1700                         *CURRENT SURVEY CONTROL
 PQ1700  ______________________________________________________________________
 PQ1700* NAD 83(1986) POSITION- 44 10 12.     (N) 094 00 19.     (W)   SCALED    
 PQ1700* NAVD 88 ORTHO HEIGHT -   241.174  (meters)     791.25  (feet) ADJUSTED  
 PQ1700  ______________________________________________________________________
 PQ1700  GEOID HEIGHT    -        -28.29  (meters)                     GEOID09
 PQ1700  DYNAMIC HEIGHT  -        241.140 (meters)      791.14  (feet) COMP
 PQ1700  MODELED GRAVITY -    980,471.1   (mgal)                       NAVD 88
 PQ1700
 PQ1700  VERT ORDER      -  SECOND    CLASS I
 PQ1700
 PQ1700.The horizontal coordinates were scaled from a topographic map and have
 PQ1700.an estimated accuracy of +/- 6 seconds.
 PQ1700.
 PQ1700.The orthometric height was determined by differential leveling and
 PQ1700.adjusted in June 1995.
 PQ1700
 PQ1700.The dynamic height is computed by dividing the NAVD 88
 PQ1700.geopotential number by the normal gravity value computed on the
 PQ1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1700.degrees latitude (g = 980.6199 gals.).
 PQ1700
 PQ1700.The modeled gravity was interpolated from observed gravity values.
 PQ1700
 PQ1700;                    North         East    Units  Estimated Accuracy
 PQ1700;SPC MN S     -   230,000.      799,580.      MT  (+/- 180 meters Scaled)
 PQ1700
 PQ1700                          SUPERSEDED SURVEY CONTROL
 PQ1700
 PQ1700.No superseded survey control is available for this station.
 PQ1700
 PQ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ196912(NAD 83)
 PQ1700
 PQ1700_MARKER: DV = VERTICAL CONTROL DISK
 PQ1700_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ1700_SP_SET: BRIDGE RAILING
 PQ1700_STAMPING: 5212 A 1986
 PQ1700_MARK LOGO: MNDT  
 PQ1700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PQ1700+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2010
 PQ1700
 PQ1700  HISTORY     - Date     Condition        Report By
 PQ1700  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1700  HISTORY     - 20101013 GOOD             WOOLPT
 PQ1700  HISTORY     - 20101013 GOOD             WOOLPT
 PQ1700
 PQ1700                          STATION DESCRIPTION
 PQ1700
 PQ1700'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1700'THE MARK IS LOCATED IN THE TOWN OF MANKATO, IN THE SW 1/4 OF SECTION
 PQ1700'7, T108N, R26W, AT THE BELGRADE AVENUE BRIDGE (NUMBER 52009) OVER
 PQ1700'TRUNK HIGHWAY 169, IN THE BRIDGE RAILING.  THE MARK, A STANDARD MNDT
 PQ1700'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5212 A 1986---, IS
 PQ1700'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST BRIDGE RAILING
 PQ1700'AND IS ABOUT 3 FEET (0.9 M) ABOVE THE LEVEL OF BELGRADE AVENUE.  THE
 PQ1700'MARK IS 25.0 FEET (7.6 M) SOUTH OF THE CENTERLINE OF EASTBOUND
 PQ1700'BELGRADE AVENUE, 26.8 FEET (8.2 M) EAST OF A LIGHT STANDARD, AND 20.9
 PQ1700'FEET (6.4 M) WEST OF THE SOUTHEAST CORNER OF THE BRIDGE RAILING.
 PQ1700
 PQ1700                          STATION RECOVERY (2010)
 PQ1700
 PQ1700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (JWK)
 PQ1700'RECOVERED IN GOOD CONDITION.
 PQ1700
 PQ1700                          STATION RECOVERY (2010)
 PQ1700
 PQ1700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (MGR)
 PQ1700'THE MARK IS A LOCAL PROJECT CONTROL POINT (LPCP) FOR EAST GRAND FORKS
 PQ1700'LEVEE PROJECT AND THE LOCAL REFERENCE POINT FOR RIVER GAUGE 05325000.
 PQ1700' 
 PQ1700' 
 PQ1700'THE MARK IS 43.33 FEET ABOVE ZERO GAGE REFERENCE POINT AT MINNESOTA
 PQ1700'RIVER AT MANKATO, MN.
 PQ1700' 
 PQ1700'THE MARK IS 0.07 FEET ABOVE NGVD88 AT MINNESOTA RIVER AT THE MARK IS
 PQ1700'0.00 FEET ABOVE BM 5212A, BRONZE TABLET ON TOP OF CONCRETE RAILING ON
 PQ1700'SOUTH WEST CORNER OF HIGHWAY BRIDGE OVER U.S. HIGHWAY 169 NEXT TO
 PQ1700'MEMORIAL STREET BRIDGE.
 PQ1700' 
 PQ1700'THE MARK IS 3.69 FEET ABOVE RP 7, (DONWSTREAM OF MEMORIAL STREET
 PQ1700'BRIDGE) CHISLED SQUARE ON FLOODWALL NEXT TO MULBERRY PUMPING STATION.
 PQ1700' 
 PQ1700' 
 PQ1700'RP 8 (DONWSTREAM OF MEMORIAL STREET BRIDGE) POINT ON CONCRETE
 PQ1700'HEADWALL, RIVER-SIDE MOST UPSTREAM POINT NEAR ORIFICE FOR THE
 PQ1700'MANOMETER. NOT FOUND
 PQ1700' 
 PQ1700'RM 14 - (AT U.S. HIGHWAY 169 BRIDGE) QUARTER INCH BOLT SLUGGED INTO
 PQ1700'LANDWARD SIDE OF DOWNSTREAM END OF LEFT BRIDGE PIER. NOT FOUND
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 PQ1701 ***********************************************************************
 PQ1701  DESIGNATION -  5212 B
 PQ1701  PID         -  PQ1701
 PQ1701  STATE/COUNTY-  MN/BLUE EARTH
 PQ1701  COUNTRY     -  US
 PQ1701  USGS QUAD   -  MANKATO WEST (1993)
 PQ1701
 PQ1701                         *CURRENT SURVEY CONTROL
 PQ1701  ______________________________________________________________________
 PQ1701* NAD 83(1986) POSITION- 44 10 06.     (N) 094 00 07.     (W)   SCALED    
 PQ1701* NAVD 88 ORTHO HEIGHT -   242.935  (meters)     797.03  (feet) ADJUSTED  
 PQ1701  ______________________________________________________________________
 PQ1701  GEOID HEIGHT    -        -28.30  (meters)                     GEOID09
 PQ1701  DYNAMIC HEIGHT  -        242.900 (meters)      796.91  (feet) COMP
 PQ1701  MODELED GRAVITY -    980,471.3   (mgal)                       NAVD 88
 PQ1701
 PQ1701  VERT ORDER      -  SECOND    CLASS I
 PQ1701
 PQ1701.The horizontal coordinates were scaled from a topographic map and have
 PQ1701.an estimated accuracy of +/- 6 seconds.
 PQ1701.
 PQ1701.The orthometric height was determined by differential leveling and
 PQ1701.adjusted in June 1995.
 PQ1701
 PQ1701.The dynamic height is computed by dividing the NAVD 88
 PQ1701.geopotential number by the normal gravity value computed on the
 PQ1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PQ1701.degrees latitude (g = 980.6199 gals.).
 PQ1701
 PQ1701.The modeled gravity was interpolated from observed gravity values.
 PQ1701
 PQ1701;                    North         East    Units  Estimated Accuracy
 PQ1701;SPC MN S     -   229,820.      799,840.      MT  (+/- 180 meters Scaled)
 PQ1701
 PQ1701                          SUPERSEDED SURVEY CONTROL
 PQ1701
 PQ1701.No superseded survey control is available for this station.
 PQ1701
 PQ1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ198910(NAD 83)
 PQ1701
 PQ1701_MARKER: DV = VERTICAL CONTROL DISK
 PQ1701_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PQ1701_SP_SET: BRIDGE RAILING
 PQ1701_STAMPING: 5212 B 1986
 PQ1701_MARK LOGO: MNDT  
 PQ1701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PQ1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PQ1701
 PQ1701  HISTORY     - Date     Condition        Report By
 PQ1701  HISTORY     - 1986     MONUMENTED       MNDT
 PQ1701
 PQ1701                          STATION DESCRIPTION
 PQ1701
 PQ1701'DESCRIBED BY MN DEPT OF TRANSP 1986
 PQ1701'THE MARK IS LOCATED IN THE TOWN OF MANKATO, IN THE SW 1/4 OF SECTION
 PQ1701'7, T108N, R26W, IN THE SOUTHWEST CORNER OF THE BELGRADE AVENUE BRIDGE
 PQ1701'(NUMBER 07042) OVER THE MINNESOTA RIVER.  THE MARK, A STANDARD MNDT
 PQ1701'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5212 B 1986---, IS
 PQ1701'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE RAILING AT THE
 PQ1701'SOUTHWEST CORNER OF THE BRIDGE AND IS ABOUT 3 FEET (0.9 M) ABOVE THE
 PQ1701'LEVEL OF BELGRADE AVENUE.  THE MARK IS 32.5 FEET (9.9 M) SOUTH OF THE
 PQ1701'CENTERLINE OF EASTBOUND BELGRADE AVENUE, 26.4 FEET (8.0 M) WEST OF A
 PQ1701'LIGHT STANDARD, AND 20.7 FEET (6.3 M) EAST OF THE SOUTHWEST CORNER OF
 PQ1701'THE BRIDGE (END OF RAILING).
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DF5942 ***********************************************************************
 DF5942  DESIGNATION -  53
 DF5942  PID         -  DF5942
 DF5942  STATE/COUNTY-  MN/PINE
 DF5942  COUNTRY     -  US
 DF5942  USGS QUAD   -  DUXBURY (1981)
 DF5942
 DF5942                         *CURRENT SURVEY CONTROL
 DF5942  ______________________________________________________________________
 DF5942* NAD 83(2007) POSITION- 46 11 10.34623(N) 092 31 52.60055(W)   ADJUSTED  
 DF5942* NAD 83(2007) ELLIP HT-   316.310 (meters)        (02/10/07)   ADJUSTED
 DF5942* NAD 83(2007) EPOCH   -  2002.00
 DF5942* NAVD 88 ORTHO HEIGHT -   343.068  (meters)    1125.55  (feet) ADJUSTED  
 DF5942  ______________________________________________________________________
 DF5942  NAD 83(2007) X  -   -195,368.452 (meters)                     COMP
 DF5942  NAD 83(2007) Y  - -4,419,310.896 (meters)                     COMP
 DF5942  NAD 83(2007) Z  -  4,579,829.278 (meters)                     COMP
 DF5942  LAPLACE CORR    -          6.43  (seconds)                    DEFLEC09
 DF5942  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DF5942  DYNAMIC HEIGHT  -        343.095 (meters)     1125.64  (feet) COMP
 DF5942  MODELED GRAVITY -    980,682.3   (mgal)                       NAVD 88
 DF5942
 DF5942  VERT ORDER      -  SECOND    CLASS I
 DF5942
 DF5942  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DF5942  Type                                         Horiz  Ellip  Dist(km)
 DF5942  -------------------------------------------------------------------
 DF5942  NETWORK                                       3.64   1.90
 DF5942  -------------------------------------------------------------------
 DF5942  MEDIAN LOCAL ACCURACY AND DIST (008 points)   3.70   1.90     10.79
 DF5942  -------------------------------------------------------------------
 DF5942  NOTE: Click here for information on individual local accuracy
 DF5942  values and other accuracy information.
 DF5942
 DF5942
 DF5942.The horizontal coordinates were established by GPS observations
 DF5942.and adjusted by the National Geodetic Survey in February 2007.
 DF5942
 DF5942.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DF5942.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DF5942
 DF5942.The horizontal coordinates are valid at the epoch date displayed above
 DF5942.which is a decimal equivalence of Year/Month/Day.
 DF5942
 DF5942.The orthometric height was determined by differential leveling and
 DF5942.adjusted in January 2012.
 DF5942
 DF5942.No vertical observational check was made to the station.
 DF5942
 DF5942.Photographs are available for this station.
 DF5942
 DF5942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5942
 DF5942.The Laplace correction was computed from DEFLEC09 derived deflections.
 DF5942
 DF5942.The ellipsoidal height was determined by GPS observations
 DF5942.and is referenced to NAD 83.
 DF5942
 DF5942.The dynamic height is computed by dividing the NAVD 88
 DF5942.geopotential number by the normal gravity value computed on the
 DF5942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5942.degrees latitude (g = 980.6199 gals.).
 DF5942
 DF5942.The modeled gravity was interpolated from observed gravity values.
 DF5942
 DF5942. The following values were computed from the NAD 83(2007) position.
 DF5942
 DF5942;                    North         East     Units Scale Factor Converg.
 DF5942;SPC MN C     -   233,281.583   932,670.250   MT  0.99992538   +1 14 35.9
 DF5942;SPC MN C     -   765,357.99  3,059,935.65   sFT  0.99992538   +1 14 35.9
 DF5942;UTM  15      - 5,114,843.504   536,172.277   MT  0.99961608   +0 20 17.6
 DF5942
 DF5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5942!SPC MN C     -   0.99995042  x   0.99992538  =   0.99987580
 DF5942!UTM  15      -   0.99995042  x   0.99961608  =   0.99956652
 DF5942
 DF5942                          SUPERSEDED SURVEY CONTROL
 DF5942
 DF5942  NAD 83(1996)-  46 11 10.34619(N)    092 31 52.60036(W) AD(       ) 1
 DF5942  ELLIP H (05/27/03)  316.346  (m)                       GP(       ) 3 1
 DF5942  NAVD 88 (05/27/03)  343.1    (m)  GEOID99 model used   GPS OBS        
 DF5942
 DF5942.Superseded values are not recommended for survey control.
 DF5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5942.See file dsdata.txt to determine how the superseded data were derived.
 DF5942
 DF5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWM3617214843(NAD 83)
 DF5942
 DF5942_MARKER: DH = HORIZONTAL CONTROL DISK
 DF5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF5942_STAMPING: NO 53
 DF5942_MARK LOGO: MN-115
 DF5942_PROJECTION: FLUSH
 DF5942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5942+STABILITY: SURFACE MOTION
 DF5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5942+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2008
 DF5942
 DF5942  HISTORY     - Date     Condition        Report By
 DF5942  HISTORY     - 1999     MONUMENTED       MN-115
 DF5942  HISTORY     - 20080123 GOOD             MNDT
 DF5942  HISTORY     - 20081009 GOOD             MNDT
 DF5942
 DF5942                          STATION DESCRIPTION
 DF5942
 DF5942'DESCRIBED BY PINE COUNTY MINNESOTA 1999 (MBR)
 DF5942'12 MI (19.3 KM) EAST OF ASKOV ON CO RD 32, 1.05 MI (1.69 KM) WEST OF
 DF5942'JCT OF CO RD 32 AND CO RD 24, 31 FT (9.4 M) NORTH OF CO RD 32, 45 FT
 DF5942'(13.7 M) WEST OF DRIVEWAY, 2 FT (0.6 M) SOUTH OF WIT POST.
 DF5942
 DF5942                          STATION RECOVERY (2008)
 DF5942
 DF5942'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (DAS)
 DF5942'RECOVERED AS DESCRIBED.
 DF5942
 DF5942                          STATION RECOVERY (2008)
 DF5942
 DF5942'RECOVERY NOTE BY MN DEPT OF TRANSP 2008 (MJA)
 DF5942'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DH4014 ***********************************************************************
 DH4014  DESIGNATION -  5302 B
 DH4014  PID         -  DH4014
 DH4014  STATE/COUNTY-  MN/NOBLES
 DH4014  COUNTRY     -  US
 DH4014  USGS QUAD   -  READING (1976)
 DH4014
 DH4014                         *CURRENT SURVEY CONTROL
 DH4014  ______________________________________________________________________
 DH4014* NAD 83(2007) POSITION- 43 37 52.00533(N) 095 37 59.69720(W)   ADJUSTED  
 DH4014* NAD 83(2007) ELLIP HT-   463.919 (meters)        (02/10/07)   ADJUSTED
 DH4014* NAD 83(2007) EPOCH   -  2002.00
 DH4014* NAVD 88 ORTHO HEIGHT -   490.5    (meters)    1609.    (feet) GPS OBS   
 DH4014  ______________________________________________________________________
 DH4014  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DH4014  GEOID HEIGHT    -        -26.59  (meters)                     GEOID03
 DH4014  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DH4014  NAD 83(2007) X  -   -453,912.315 (meters)                     COMP
 DH4014  NAD 83(2007) Y  - -4,601,856.665 (meters)                     COMP
 DH4014  NAD 83(2007) Z  -  4,378,836.995 (meters)                     COMP
 DH4014  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC09
 DH4014
 DH4014  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DH4014  Type                                         Horiz  Ellip  Dist(km)
 DH4014  -------------------------------------------------------------------
 DH4014  NETWORK                                       0.48   0.51
 DH4014  -------------------------------------------------------------------
 DH4014  MEDIAN LOCAL ACCURACY AND DIST (004 points)   0.40   0.33      2.50
 DH4014  -------------------------------------------------------------------
 DH4014  NOTE: Click here for information on individual local accuracy
 DH4014  values and other accuracy information.
 DH4014
 DH4014
 DH4014.The horizontal coordinates were established by GPS observations
 DH4014.and adjusted by the National Geodetic Survey in February 2007.
 DH4014
 DH4014.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DH4014.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DH4014
 DH4014.The horizontal coordinates are valid at the epoch date displayed above
 DH4014.which is a decimal equivalence of Year/Month/Day.
 DH4014
 DH4014.The orthometric height was determined by GPS observations and a
 DH4014.high-resolution geoid model.
 DH4014
 DH4014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4014
 DH4014.The Laplace correction was computed from DEFLEC09 derived deflections.
 DH4014
 DH4014.The ellipsoidal height was determined by GPS observations
 DH4014.and is referenced to NAD 83.
 DH4014
 DH4014. The following values were computed from the NAD 83(2007) position.
 DH4014
 DH4014;                    North         East     Units Scale Factor Converg.
 DH4014;SPC MN S     -   171,442.421   668,198.372   MT  1.00003646   -1 08 41.2
 DH4014;SPC MN S     -   562,474.01  2,192,247.49   sFT  1.00003646   -1 08 41.2
 DH4014;UTM  15      - 4,834,272.123   287,574.265   MT  1.00015508   -1 49 03.6
 DH4014
 DH4014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4014!SPC MN S     -   0.99992726  x   1.00003646  =   0.99996371
 DH4014!UTM  15      -   0.99992726  x   1.00015508  =   1.00008233
 DH4014
 DH4014                          SUPERSEDED SURVEY CONTROL
 DH4014
 DH4014  NAD 83(1996)-  43 37 52.00498(N)    095 37 59.69627(W) AD(       ) 1
 DH4014  ELLIP H (04/27/05)  463.939  (m)                       GP(       ) 4 1
 DH4014
 DH4014.Superseded values are not recommended for survey control.
 DH4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH4014.See file dsdata.txt to determine how the superseded data were derived.
 DH4014
 DH4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8757434272(NAD 83)
 DH4014
 DH4014_MARKER: DB = BENCH MARK DISK
 DH4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH4014_STAMPING: B 5302
 DH4014_MARK LOGO: MNHD  
 DH4014_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DH4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH4014+STABILITY: SURFACE MOTION
 DH4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4014+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 DH4014
 DH4014  HISTORY     - Date     Condition        Report By
 DH4014  HISTORY     - 1929     MONUMENTED       MNHD
 DH4014  HISTORY     - 20031118 GOOD             MNDT
 DH4014
 DH4014                          STATION DESCRIPTION
 DH4014
 DH4014'DESCRIBED BY MN DEPT OF TRANSP 2003 (MAK)
 DH4014'AT WEST EDGE OF WORTHINGTON, 79 FEET NORTH OF THE CENTERLINE OF COUNTY
 DH4014'ROAD 35 ( OLD  TRUNK HIGHWAY US 16 ), 72 FEET EAST OF THE CENTER OF
 DH4014'PALM AVENUE, 96 FEET WEST OF 24 INCH  COTTONWOOD TREE STUMP, 1.2 FEET
 DH4014'SOUTH OF WITNESS POST.  THE MARK IS A DEPARTMENT OF  HIGHWAYS
 DH4014'BENCHMARK DISK SET IN A CONCRETE MONUMENT FLUSH, MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0672 ***********************************************************************
 OP0672  DESIGNATION -  5302 D
 OP0672  PID         -  OP0672
 OP0672  STATE/COUNTY-  MN/NOBLES
 OP0672  COUNTRY     -  US
 OP0672  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0672
 OP0672                         *CURRENT SURVEY CONTROL
 OP0672  ______________________________________________________________________
 OP0672* NAD 83(1986) POSITION- 43 37 52.     (N) 095 36 51.     (W)   SCALED    
 OP0672* NAVD 88 ORTHO HEIGHT -   486.756  (meters)    1596.97  (feet) ADJUSTED  
 OP0672  ______________________________________________________________________
 OP0672  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 OP0672  DYNAMIC HEIGHT  -        486.643 (meters)     1596.59  (feet) COMP
 OP0672  MODELED GRAVITY -    980,372.4   (mgal)                       NAVD 88
 OP0672
 OP0672  VERT ORDER      -  SECOND    CLASS 0
 OP0672
 OP0672.The horizontal coordinates were scaled from a topographic map and have
 OP0672.an estimated accuracy of +/- 6 seconds.
 OP0672.
 OP0672.The orthometric height was determined by differential leveling and
 OP0672.adjusted in June 1991.
 OP0672
 OP0672.The dynamic height is computed by dividing the NAVD 88
 OP0672.geopotential number by the normal gravity value computed on the
 OP0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0672.degrees latitude (g = 980.6199 gals.).
 OP0672
 OP0672.The modeled gravity was interpolated from observed gravity values.
 OP0672
 OP0672;                    North         East    Units  Estimated Accuracy
 OP0672;SPC MN S     -   171,410.      669,740.      MT  (+/- 180 meters Scaled)
 OP0672
 OP0672                          SUPERSEDED SURVEY CONTROL
 OP0672
 OP0672.No superseded survey control is available for this station.
 OP0672
 OP0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ891342(NAD 83)
 OP0672
 OP0672_MARKER: DD = SURVEY DISK
 OP0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0672_STAMPING: 5302 D 1966
 OP0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0672+STABILITY: SURFACE MOTION
 OP0672
 OP0672  HISTORY     - Date     Condition        Report By
 OP0672  HISTORY     - 1966     MONUMENTED       MNDT
 OP0672  HISTORY     - 1975     GOOD             MNDT
 OP0672  HISTORY     - 1978     GOOD             MNDT
 OP0672
 OP0672                          STATION DESCRIPTION
 OP0672
 OP0672'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0672'IN WORTHINGTON.
 OP0672'1.0 MILE WEST ALONG TRUNK HIGHWAY 266 FROM THE JUNCTION OF TRUNK
 OP0672'HIGHWAY 59 (HUMISTON AVENUE) AND TRUNK HIGHWAY 266 (OXFORD STREET) IN
 OP0672'WORTHINGTON.  IT IS 73.0 FEET SOUTHWEST OF THE CENTERLINE OF TRUNK
 OP0672'HIGHWAY 266, 97.0 FEET NORTH OF THE MEDIAN OF COUNTY ROAD 35 (OLD
 OP0672'TRUNK HIGHWAY 16), 22.2 FEET NORTHWEST OF POWER POLE (WITH GUY WIRE),
 OP0672'3.2 FEET NORTHWEST OF A RIGHT-OF-WAY POST AND 82.9 FEET WEST-NORTHWEST
 OP0672'OF THE NORTHWEST END OF A 30 INCH CONCRETE CULVERT UNDER COUNTY ROAD
 OP0672'35.  THE MARK IS SET IN THE TOP OF A PRECAST (MAGNETIC) CONCRETE
 OP0672'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 0.8 FOOT EAST
 OP0672'OF A STEEL WITNESS POST AND IS 5 FEET ABOVE THE LEVEL OF TRUNK HIGHWAY
 OP0672'266.  SE 1/4, SEC 15, T 102N, R 40W.
 OP0672
 OP0672                          STATION RECOVERY (1978)
 OP0672
 OP0672'RECOVERY NOTE BY MN DEPT OF TRANSP 1978
 OP0672'THE BENCH MARK WAS FOUND AS DESCRIBED IN LINE 108 DATED SEPTEMBER
 OP0672'1972, 1.0 MILE WEST ALONG TRUNK HIGHWAY 266 FROM THE JUNCTION OF
 OP0672'TRUNK HIGHWAY 59 (HUMISTON AVENUE) AND TRUNK HIGHWAY 266 (OXFORD
 OP0672'STREET) IN WORTHINGTON. IT IS 73.0 FEET SOUTHWEST OF THE CENTERLINE
 OP0672'OF TRUNK HIGHWAY 266, 97.0 FEET NORTH OF THE MEDIAN OF COUNTY ROAD 35
 OP0672'(OLD TRUNK HIGHWAY 16), 22.2 FEET NORTHWEST OF POWERPOLE (WITH GUY
 OP0672'WIRE), 3.2 FEET NORTHWEST OF A RIGHT-OF-WAY POST AND 82.9 FEET
 OP0672'WEST-NORTHWEST OF THE NORTHWEST END OF A 30 INCH CONCRETE CULVERT
 OP0672'UNDER COUNTY ROAD 35. THE BENCH MARK IS SET IN THE TOP OF A PRECAST
 OP0672'(MAGNETIC) CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 OP0672'GROUND. IT IS 0.8 FOOT EAST OF A STEEL WITNESS POST AND IS 5 FEET
 OP0672'ABOVE THE LEVEL OF TRUNK HIGHWAY 266. T.H. 266 MILE POINT 14.5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0673 ***********************************************************************
 OP0673  DESIGNATION -  5302 F
 OP0673  PID         -  OP0673
 OP0673  STATE/COUNTY-  MN/NOBLES
 OP0673  COUNTRY     -  US
 OP0673  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0673
 OP0673                         *CURRENT SURVEY CONTROL
 OP0673  ______________________________________________________________________
 OP0673* NAD 83(1986) POSITION- 43 37 51.     (N) 095 35 35.     (W)   SCALED    
 OP0673* NAVD 88 ORTHO HEIGHT -   481.134  (meters)    1578.52  (feet) ADJUSTED  
 OP0673  ______________________________________________________________________
 OP0673  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 OP0673  DYNAMIC HEIGHT  -        481.024 (meters)     1578.16  (feet) COMP
 OP0673  MODELED GRAVITY -    980,373.6   (mgal)                       NAVD 88
 OP0673
 OP0673  VERT ORDER      -  SECOND    CLASS 0
 OP0673
 OP0673.The horizontal coordinates were scaled from a topographic map and have
 OP0673.an estimated accuracy of +/- 6 seconds.
 OP0673.
 OP0673.The orthometric height was determined by differential leveling and
 OP0673.adjusted in June 1991.
 OP0673
 OP0673.The dynamic height is computed by dividing the NAVD 88
 OP0673.geopotential number by the normal gravity value computed on the
 OP0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0673.degrees latitude (g = 980.6199 gals.).
 OP0673
 OP0673.The modeled gravity was interpolated from observed gravity values.
 OP0673
 OP0673;                    North         East    Units  Estimated Accuracy
 OP0673;SPC MN S     -   171,350.      671,440.      MT  (+/- 180 meters Scaled)
 OP0673
 OP0673                          SUPERSEDED SURVEY CONTROL
 OP0673
 OP0673.No superseded survey control is available for this station.
 OP0673
 OP0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ908341(NAD 83)
 OP0673
 OP0673_MARKER: DD = SURVEY DISK
 OP0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0673_STAMPING: 5302 F 1966
 OP0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0673+STABILITY: SURFACE MOTION
 OP0673
 OP0673  HISTORY     - Date     Condition        Report By
 OP0673  HISTORY     - 1966     MONUMENTED       MNDT
 OP0673  HISTORY     - 1974     GOOD             MNDT
 OP0673  HISTORY     - 1979     GOOD             MNDT
 OP0673
 OP0673                          STATION DESCRIPTION
 OP0673
 OP0673'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0673'IN WORTHINGTON.
 OP0673'AT THE JUNCTION OF TRUNK HIGHWAYS 59 AND 266 (OXFORD STREET AND
 OP0673'HUMISTON AVENUE) WHICH IS 0.7 MILE WEST ALONG TRUNK HIGHWAY 59 FROM
 OP0673'THE JUNCTION OF TRUNK HIGHWAYS 59 AND 60.  IT IS 6.7 EAST OF THE EAST
 OP0673'CURB OF HUMISTON AVENUE, 15.2 FEET SOUTH OF THE SOUTH CURB OF OXFORD
 OP0673'STREET, 35.5 FEET NORTHWEST OF THE WEST CORNER AND 37.0 FEET
 OP0673'WEST-NORTHWEST OF THE NORTH CORNER OF A 1-STORY BLOCK BUILDING
 OP0673'(QUICK-STOP FOOD SERVICE).  IT IS SET IN A PRECAST (MAGNETIC) CONCRETE
 OP0673'MONUMENT WHICH IS BURIED 2 INCHES BELOW THE SURFACE OF THE GROUND. IT
 OP0673'IS 0.8 FEET NORTH OF A STEEL WITNESS POST AND IS ABOUT 1 FOOT ABOVE
 OP0673'THE LEVEL OF THE STREETS.  NW 1/4, SEC 24, T 102N, R 40W.
 OP0673
 OP0673                          STATION RECOVERY (1979)
 OP0673
 OP0673'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OP0673'THE BENCH MARK IS AT THE JUNCTION TRUNK HIGHWAY 59 AND 266 (OXFORD
 OP0673'STREET AND HUMISTON AVENUE) IN WORTHINGTON. A STANDARD MHD DISK
 OP0673'STAMPED "5302 F 1966" SET IN A REINFORCED CONCRETE MONUMENT. THE MARK
 OP0673'IS 6.7 FEET EAST OF THE EAST CURB OF HUMISTON AVENUE, 15.2 FEET SOUTH
 OP0673'OF THE SOUTH CURB OF OXFORD STREET, 35.5 CORNER OF A 1 STORY BLOCK
 OP0673'BUILDING (QUICK STOP), THE MARK IS DOWN 2 INCHES BELOW GROUND AND
 OP0673'ABOUT 1 FOOT ABOVE LEVEL OF STREETS. T.H. 59 MILE POINT 11.7, T.H.
 OP0673'266 MILE POINT 15.5.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0693 ***********************************************************************
 OP0693  DESIGNATION -  5302 G
 OP0693  PID         -  OP0693
 OP0693  STATE/COUNTY-  MN/NOBLES
 OP0693  COUNTRY     -  US
 OP0693  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0693
 OP0693                         *CURRENT SURVEY CONTROL
 OP0693  ______________________________________________________________________
 OP0693* NAD 83(2007) POSITION- 43 37 52.81105(N) 095 34 48.94676(W)   ADJUSTED  
 OP0693* NAD 83(2007) ELLIP HT-   454.949 (meters)        (02/10/07)   ADJUSTED
 OP0693* NAD 83(2007) EPOCH   -  2002.00
 OP0693* NAVD 88 ORTHO HEIGHT -   481.619  (meters)    1580.11  (feet) ADJUSTED  
 OP0693  ______________________________________________________________________
 OP0693  NAD 83(2007) X  -   -449,654.097 (meters)                     COMP
 OP0693  NAD 83(2007) Y  - -4,602,250.928 (meters)                     COMP
 OP0693  NAD 83(2007) Z  -  4,378,848.805 (meters)                     COMP
 OP0693  LAPLACE CORR    -         -4.01  (seconds)                    DEFLEC09
 OP0693  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 OP0693  DYNAMIC HEIGHT  -        481.509 (meters)     1579.75  (feet) COMP
 OP0693  MODELED GRAVITY -    980,374.2   (mgal)                       NAVD 88
 OP0693
 OP0693  VERT ORDER      -  SECOND    CLASS I
 OP0693
 OP0693  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0693  Type                                         Horiz  Ellip  Dist(km)
 OP0693  -------------------------------------------------------------------
 OP0693  NETWORK                                       0.37   0.45
 OP0693  -------------------------------------------------------------------
 OP0693  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.33   0.33      3.59
 OP0693  -------------------------------------------------------------------
 OP0693  NOTE: Click here for information on individual local accuracy
 OP0693  values and other accuracy information.
 OP0693
 OP0693
 OP0693.The horizontal coordinates were established by GPS observations
 OP0693.and adjusted by the National Geodetic Survey in February 2007.
 OP0693
 OP0693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0693.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0693
 OP0693.The horizontal coordinates are valid at the epoch date displayed above
 OP0693.which is a decimal equivalence of Year/Month/Day.
 OP0693
 OP0693.The orthometric height was determined by differential leveling and
 OP0693.adjusted in June 1991.
 OP0693
 OP0693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0693
 OP0693.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0693
 OP0693.The ellipsoidal height was determined by GPS observations
 OP0693.and is referenced to NAD 83.
 OP0693
 OP0693.The dynamic height is computed by dividing the NAVD 88
 OP0693.geopotential number by the normal gravity value computed on the
 OP0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0693.degrees latitude (g = 980.6199 gals.).
 OP0693
 OP0693.The modeled gravity was interpolated from observed gravity values.
 OP0693
 OP0693. The following values were computed from the NAD 83(2007) position.
 OP0693
 OP0693;                    North         East     Units Scale Factor Converg.
 OP0693;SPC MN S     -   171,383.234   672,474.249   MT  1.00003640   -1 06 27.5
 OP0693;SPC MN S     -   562,279.83  2,206,275.93   sFT  1.00003640   -1 06 27.5
 OP0693;UTM  15      - 4,834,162.695   291,849.611   MT  1.00013296   -1 46 51.8
 OP0693
 OP0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0693!SPC MN S     -   0.99992866  x   1.00003640  =   0.99996506
 OP0693!UTM  15      -   0.99992866  x   1.00013296  =   1.00006161
 OP0693
 OP0693:                Primary Azimuth Mark                     Grid Az
 OP0693:SPC MN S     -  5306 B                                   175 54 05.7
 OP0693:UTM  15      -  5306 B                                   176 34 30.0
 OP0693
 OP0693|---------------------------------------------------------------------|
 OP0693| PID    Reference Object                     Distance      Geod. Az  |
 OP0693|                                                           dddmmss.s |
 OP0693| OP0691 5306 B                              405.640 METERS 1744738.2 |
 OP0693|---------------------------------------------------------------------|
 OP0693
 OP0693                          SUPERSEDED SURVEY CONTROL
 OP0693
 OP0693  NAD 83(1996)-  43 37 52.81075(N)    095 34 48.94582(W) AD(       ) 1
 OP0693  ELLIP H (06/14/00)  454.968  (m)                       GP(       ) 4 1
 OP0693  NAVD 88 (06/14/00)  481.62   (m)         1580.1    (f) LEVELING    3  
 OP0693
 OP0693.Superseded values are not recommended for survey control.
 OP0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0693.See file dsdata.txt to determine how the superseded data were derived.
 OP0693
 OP0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9184934162(NAD 83)
 OP0693
 OP0693_MARKER: DB = BENCH MARK DISK
 OP0693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0693_STAMPING: 5302 G 1966
 OP0693_MARK LOGO: MNHD  
 OP0693_PROJECTION: RECESSED 3 CENTIMETERS
 OP0693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0693+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2010
 OP0693
 OP0693  HISTORY     - Date     Condition        Report By
 OP0693  HISTORY     - 1966     MONUMENTED       MNHD
 OP0693  HISTORY     - 1975     GOOD             MNDT
 OP0693  HISTORY     - 1979     GOOD             MNDT
 OP0693  HISTORY     - 19961022 GOOD             MNDT
 OP0693  HISTORY     - 19981117 GOOD             MNDT
 OP0693  HISTORY     - 19990223 GOOD             MNDT
 OP0693  HISTORY     - 20040929 GOOD             MNDT
 OP0693  HISTORY     - 20100702 GOOD             AEROME
 OP0693
 OP0693                          STATION DESCRIPTION
 OP0693
 OP0693'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0693'IN WORTHINGTON.
 OP0693'THE MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 59 (OXFORD
 OP0693'STREET) AND TRUNK HIGHWAY 60 IN WORTHINGTON.  IT IS 74.3 FEET NORTH OF
 OP0693'THE WEST-BOUND LANE OF TRUNK HIGHWAY 59, 59.0 FEET WEST OF THE CENTER
 OP0693'OF ENTRANCE TO MNHD MAINTANCE YARD (TRUNK HIGHWAYS 59 AND 60 SOUTH),
 OP0693'38.5 FEET WEST OF THE WEST END OF AN 18 INCH CORRUGATED METAL CULVERT
 OP0693'UNDER THE ENTRANCE, 19.5 FEET EAST-NORTHEAST OF A POWER POLE (WITH
 OP0693'TRANSFORMER) AND 72.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 OP0693'THE CHAIN-LINK FENCE AT THE MAINTANENCE YARD.  THE MARK IS SET IN THE
 OP0693'TOP OF A PRECAST (MAGNETIC) CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 OP0693'GROUND AND IS 4 FEET BELOW THE LEVEL OF THE HIGHWAYS. SE 1/4 SECTION
 OP0693'13, T 102N, R 40W.
 OP0693
 OP0693                          STATION RECOVERY (1979)
 OP0693
 OP0693'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OP0693'THE BENCH MARK IS LOCATED NEAR THE JUNCTION OF TRUNK HIGHWAY 59
 OP0693'(OXFORD STREET) AND TRUNK HIGHWAY 60 IN WOTHINGTON. A STANDARD MHD
 OP0693'DISK STAMPED "5302 G 1966" SET IN A REINFORCED CONCRETE MONUMENT. THE
 OP0693'MARK IS 74.3 FEET NORTH OF THE WESTBOUND LANE OF TRUNK HIGHWAY 59,
 OP0693'59.0 FEET WEST OF THE CENTER OF THE ENTRANCE TO THE MN/DOT
 OP0693'MAINTENANCE YARD (TRUNK HIGHWAYS 59 AND 60 SOUTH), 38.5 FEET WEST OF
 OP0693'THE WEST END OF AN 18 INCH CORRUGATED METAL CULVERT UNDER ENTRANCE,
 OP0693'19.5 FEET EAST-NORTHEAST OF A POWER POLE (WITH TRANSFORMER) AND 72.7
 OP0693'FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN-LINK FENCE
 OP0693'AT THE MAINTENANCE YARD. THE MARK IS FLUSH WITH THE GROND AND IS 4
 OP0693'FEET BELOW THE LEVEL OF THE HIGHWAYS. T.H. 59 MILE POINT 11.0. T.H.
 OP0693'60 MILE POINT 11.4.
 OP0693
 OP0693                          STATION RECOVERY (1996)
 OP0693
 OP0693'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0693'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE MARK IS
 OP0693'RECESSED 1 INCH, MAGNETIC AND SUITABLE FOR GPS.
 OP0693
 OP0693                          STATION RECOVERY (1998)
 OP0693
 OP0693'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 OP0693'IN WORTHINGTON NEAR JCT OF TH 59 AND TH 60, 74.3 FT (22.6 M) NORTH OF
 OP0693'WB TH 59 , 59 FT (18.0 M) WEST OF ENT TO MNDT MAINTENANCE YARD, 38.5
 OP0693'FT (11.7 M) WEST OF WEST END OF METAL CULVERT, 2.9 FT (0.9 M) ESE OF
 OP0693'R/W POST, 72.7 FT (22.2 M) SSE OF SW COR OF FENCE, 0.8 FT (24.4 CM)
 OP0693'SOUTH OF WITNESS POST.  RECESSED 1 INCH, MAGNETIC.
 OP0693
 OP0693                          STATION RECOVERY (1999)
 OP0693
 OP0693'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (WAS)
 OP0693'RECOVERED AS DESCRIBED WITH THE EXCEPTION THE MONUMENT IS A CONCRETE
 OP0693'POST.
 OP0693
 OP0693                          STATION RECOVERY (2004)
 OP0693
 OP0693'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH)
 OP0693'IN WORTHINGTON, NEAR THE JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK
 OP0693'HIGHWAY 60 , 74.3 FEET  NORTH OF WESTBOUND TRUNK HIGHWAY 59, 59 FEET
 OP0693'WEST OF ENTRA NCE TO MINNESOTA  DEPARTMENT OF TRANSPORTATION
 OP0693'MAINTENANCE YARD, 38.5 F EET WEST OF WEST END OF METAL  CULVERT, 2.9
 OP0693'FEET EAST-SOUTHEAST OF RIGHT OF WAY POST, 72.7 FEET SOUTH-SOUTHEAST OF
 OP0693'SOUTHWEST CORNER OF FENCE,  0.8 FOOT SOUTH OF WITNESS POST,
 OP0693
 OP0693                          STATION RECOVERY (2010)
 OP0693
 OP0693'RECOVERY NOTE BY AERO METRIC INC 2010
 OP0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0697 ***********************************************************************
 OP0697  DESIGNATION -  5304 A
 OP0697  PID         -  OP0697
 OP0697  STATE/COUNTY-  MN/NOBLES
 OP0697  COUNTRY     -  US
 OP0697  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0697
 OP0697                         *CURRENT SURVEY CONTROL
 OP0697  ______________________________________________________________________
 OP0697* NAD 83(1986) POSITION- 43 38 42.     (N) 095 35 36.     (W)   SCALED    
 OP0697* NAVD 88 ORTHO HEIGHT -   478.805  (meters)    1570.88  (feet) ADJUSTED  
 OP0697  ______________________________________________________________________
 OP0697  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 OP0697  DYNAMIC HEIGHT  -        478.696 (meters)     1570.52  (feet) COMP
 OP0697  MODELED GRAVITY -    980,375.8   (mgal)                       NAVD 88
 OP0697
 OP0697  VERT ORDER      -  SECOND    CLASS I
 OP0697
 OP0697.The horizontal coordinates were scaled from a topographic map and have
 OP0697.an estimated accuracy of +/- 6 seconds.
 OP0697.
 OP0697.The orthometric height was determined by differential leveling and
 OP0697.adjusted in June 1991.
 OP0697
 OP0697.Photographs are available for this station.
 OP0697
 OP0697.The dynamic height is computed by dividing the NAVD 88
 OP0697.geopotential number by the normal gravity value computed on the
 OP0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0697.degrees latitude (g = 980.6199 gals.).
 OP0697
 OP0697.The modeled gravity was interpolated from observed gravity values.
 OP0697
 OP0697;                    North         East    Units  Estimated Accuracy
 OP0697;SPC MN S     -   172,920.      671,450.      MT  (+/- 180 meters Scaled)
 OP0697
 OP0697                          SUPERSEDED SURVEY CONTROL
 OP0697
 OP0697.No superseded survey control is available for this station.
 OP0697
 OP0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ908357(NAD 83)
 OP0697
 OP0697_MARKER: DB = BENCH MARK DISK
 OP0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OP0697_STAMPING: 5304 A 1955
 OP0697_MARK LOGO: MNHD  
 OP0697_PROJECTION: RECESSED 8 CENTIMETERS
 OP0697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0697+STABILITY: SURFACE MOTION
 OP0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0697+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 OP0697
 OP0697  HISTORY     - Date     Condition        Report By
 OP0697  HISTORY     - 1955     MONUMENTED       MNHD
 OP0697  HISTORY     - 1975     GOOD             MNDT
 OP0697  HISTORY     - 20051012 GOOD             MNDT
 OP0697  HISTORY     - 20061019 GOOD             MNDT
 OP0697
 OP0697                          STATION DESCRIPTION
 OP0697
 OP0697'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0697'1.0 MI N FROM WORTHINGTON.
 OP0697'THE MARK IS LOCATED 1.0 MILE NORTH ALONG TRUNK HIGHWAY 59 FROM THE
 OP0697'JUNCTION OF TRUNK HIGHWAYS 59 AND 266 IN WORTHINGTON AND 0.5 MILES
 OP0697'NORTH OF INTERSTATE 90.  IT IS 79.5 FEET EAST OF THE CENTERLINE OF
 OP0697'TRUNK HIGHWAY 59, 31.5 FEET SOUTH OF THE CENTER OF 27TH STREET NORTH,
 OP0697'12.1 FEET EAST OF A S.R.P. IN A POWER POLE, 24 FEET NORTHWEST OF THE
 OP0697'NORTHWEST CORNER OF A 1-STORY ADDITION TO A 1 1/2 STORY FRAME HOUSE
 OP0697'(GREEN) AND 3.2 FEET SOUTH OF UNDERGROUND CABLE MARKER.  IT IS SET IN
 OP0697'PRECAST (MAGNETIC) CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT
 OP0697'IS 0.5 FOOT WEST OF A STEEL WITNESS POST AND IS ABOUT LEVEL WITH THE
 OP0697'HIGHWAY.  NW 1/4 SECTION 13, T102N, R 40W.
 OP0697
 OP0697                          STATION RECOVERY (2005)
 OP0697
 OP0697'RECOVERY NOTE BY MN DEPT OF TRANSP 2005 (MPP)
 OP0697'1.0 MILES NORTH OF WORTHINGTON, 0.5 MILES NORTH ON TRUNK HIGHWAY 59
 OP0697'FROM JUNCTION OF TRUNK HIGHWAY 59 AND INTERSTATE HIGHWAY 90, AT TRUNK
 OP0697'HIGHWAY 59 MILEPOINT 12.7, 80 FEET EAST OF TRUNK HIGHWAY 59, 30 FEET
 OP0697'SOUTH OF 27TH STREET, 15.8 FEET EAST OF FIRE HYDRANT, 1.5 FEET
 OP0697'NORTHEAST OF NORTHEAST CORNER OF LARGE GREEN POWER BOX, 0.5 FEET WEST
 OP0697'OF WITNESS POST.
 OP0697
 OP0697                          STATION RECOVERY (2006)
 OP0697
 OP0697'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 OP0697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5395 ***********************************************************************
 DL5395  DESIGNATION -  5304 A 1
 DL5395  PID         -  DL5395
 DL5395  STATE/COUNTY-  MN/NOBLES
 DL5395  COUNTRY     -  US
 DL5395  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5395
 DL5395                         *CURRENT SURVEY CONTROL
 DL5395  ______________________________________________________________________
 DL5395* NAD 83(1986) POSITION- 43 38 35.2    (N) 095 35 36.0    (W)   HD_HELD2  
 DL5395* NAVD 88 ORTHO HEIGHT -   477.669  (meters)    1567.15  (feet) ADJUSTED  
 DL5395  ______________________________________________________________________
 DL5395  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 DL5395  DYNAMIC HEIGHT  -        477.560 (meters)     1566.79  (feet) COMP
 DL5395  MODELED GRAVITY -    980,375.5   (mgal)                       NAVD 88
 DL5395
 DL5395  VERT ORDER      -  SECOND    CLASS I
 DL5395
 DL5395.The horizontal coordinates were established by autonomous hand held GPS
 DL5395.observations and have an estimated accuracy of +/- 10 meters.
 DL5395.
 DL5395.The orthometric height was determined by differential leveling and
 DL5395.adjusted in May 2010.
 DL5395
 DL5395.Photographs are available for this station.
 DL5395
 DL5395.The dynamic height is computed by dividing the NAVD 88
 DL5395.geopotential number by the normal gravity value computed on the
 DL5395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5395.degrees latitude (g = 980.6199 gals.).
 DL5395
 DL5395.The modeled gravity was interpolated from observed gravity values.
 DL5395
 DL5395;                    North         East    Units  Estimated Accuracy
 DL5395;SPC MN S     -   172,712.      671,445.      MT  (+/- 10 meters HH2 GPS)
 DL5395
 DL5395                          SUPERSEDED SURVEY CONTROL
 DL5395
 DL5395.No superseded survey control is available for this station.
 DL5395
 DL5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9083635503(NAD 83)
 DL5395
 DL5395_MARKER: DB = BENCH MARK DISK
 DL5395_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5395_SP_SET: BOX CULVERT HEADWALL
 DL5395_STAMPING: 5304 A 1 2006
 DL5395_MARK LOGO: MNDT  
 DL5395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5395+STABILITY: SURFACE MOTION
 DL5395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5395+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5395
 DL5395  HISTORY     - Date     Condition        Report By
 DL5395  HISTORY     - 1980     MONUMENTED       MNDT
 DL5395  HISTORY     - 20061018 GOOD             MNDT
 DL5395
 DL5395                          STATION DESCRIPTION
 DL5395
 DL5395'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5395'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 0.50 MI
 DL5395'(0.8 KM) NORTH OF WORTHINGTON, IN HEADWALL BOX CULVERT IN SOUTHEAST
 DL5395'CORNER OF TRUNK HIGHWAY 59 CULVERT NUMBER 8234 OVER OKABENA CREEK,
 DL5395'0.35 MI (0.6 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 DL5395'TRUNK HIGHWAY 59 AND INTERSTATE 90 IN WORTHINGTON, AT TRUNK HIGHWAY 59
 DL5395'MILE POINT 12.55, 60.0 FT (18.3 M) EAST OF TRUNK HIGHWAY 59.
 DL5395' 
 DL5395'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5395'KM) THEN TURN LEFT AT HUMISTON AVENUE FOR 1.1 MI (1.8 KM) DESTINATION
 DL5395'WILL BE ON THE RIGHT.
 DL5395' 
 DL5395'DISK SET IN CULVERT WHEN BUILT IN 1980 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5396 ***********************************************************************
 DL5396  DESIGNATION -  5304 B
 DL5396  PID         -  DL5396
 DL5396  STATE/COUNTY-  MN/NOBLES
 DL5396  COUNTRY     -  US
 DL5396  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5396
 DL5396                         *CURRENT SURVEY CONTROL
 DL5396  ______________________________________________________________________
 DL5396* NAD 83(1986) POSITION- 43 39 35.8    (N) 095 35 37.0    (W)   HD_HELD2  
 DL5396* NAVD 88 ORTHO HEIGHT -   476.883  (meters)    1564.57  (feet) ADJUSTED  
 DL5396  ______________________________________________________________________
 DL5396  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DL5396  DYNAMIC HEIGHT  -        476.775 (meters)     1564.22  (feet) COMP
 DL5396  MODELED GRAVITY -    980,378.2   (mgal)                       NAVD 88
 DL5396
 DL5396  VERT ORDER      -  SECOND    CLASS I
 DL5396
 DL5396.The horizontal coordinates were established by autonomous hand held GPS
 DL5396.observations and have an estimated accuracy of +/- 10 meters.
 DL5396.
 DL5396.The orthometric height was determined by differential leveling and
 DL5396.adjusted in May 2010.
 DL5396
 DL5396.The dynamic height is computed by dividing the NAVD 88
 DL5396.geopotential number by the normal gravity value computed on the
 DL5396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5396.degrees latitude (g = 980.6199 gals.).
 DL5396
 DL5396.The modeled gravity was interpolated from observed gravity values.
 DL5396
 DL5396;                    North         East    Units  Estimated Accuracy
 DL5396;SPC MN S     -   174,582.      671,459.      MT  (+/- 10 meters HH2 GPS)
 DL5396
 DL5396                          SUPERSEDED SURVEY CONTROL
 DL5396
 DL5396.No superseded survey control is available for this station.
 DL5396
 DL5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9087237373(NAD 83)
 DL5396
 DL5396_MARKER: DB = BENCH MARK DISK
 DL5396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5396_STAMPING: 5304 B 1955
 DL5396_MARK LOGO: MNHD  
 DL5396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5396+STABILITY: SURFACE MOTION
 DL5396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5396+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5396
 DL5396  HISTORY     - Date     Condition        Report By
 DL5396  HISTORY     - 1955     MONUMENTED       MNHD
 DL5396  HISTORY     - 20061018 GOOD             MNDT
 DL5396
 DL5396                          STATION DESCRIPTION
 DL5396
 DL5396'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5396'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 2.0 MI
 DL5396'(3.2 KM) NORTH ON TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL5396'266 AND TRUNK HIGHWAY 59, 1.5 MI (2.4 KM) NORTH OF INTERSTATE HIGHWAY
 DL5396'90, AT TRUNK HIGHWAY 59 MILE POINT 13.7, 74 FT (22.6 M) WEST OF TRUNK
 DL5396'HIGHWAY 59, 38 FT (11.6 M) NORTHEAST OF CORNER OF TELEPHONE COMPANY
 DL5396'BLOCK BUILDING, 44.5 FT (13.6 M) EAST OF POWER POLE, 0.6 FT (0.2 M)
 DL5396'EAST OF A WITNESS POST, 34.0 FT (10.4 M) SOUTH OF 230TH STREET, 25 FT
 DL5396'(7.6 M) EAST OF ENTRANCE SOUTH, 16 FT (4.9 M) SOUTHEAST OF EAST END OF
 DL5396'METAL CULVERT.
 DL5396' 
 DL5396'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5396'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.1 MI AND STATION MARK
 DL5396'WILL BE ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5399 ***********************************************************************
 DL5399  DESIGNATION -  5304 C
 DL5399  PID         -  DL5399
 DL5399  STATE/COUNTY-  MN/NOBLES
 DL5399  COUNTRY     -  US
 DL5399  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5399
 DL5399                         *CURRENT SURVEY CONTROL
 DL5399  ______________________________________________________________________
 DL5399* NAD 83(1986) POSITION- 43 42 12.0    (N) 095 35 34.6    (W)   HD_HELD2  
 DL5399* NAVD 88 ORTHO HEIGHT -   477.890  (meters)    1567.88  (feet) ADJUSTED  
 DL5399  ______________________________________________________________________
 DL5399  GEOID HEIGHT    -        -26.58  (meters)                     GEOID09
 DL5399  DYNAMIC HEIGHT  -        477.786 (meters)     1567.54  (feet) COMP
 DL5399  MODELED GRAVITY -    980,385.0   (mgal)                       NAVD 88
 DL5399
 DL5399  VERT ORDER      -  SECOND    CLASS I
 DL5399
 DL5399.The horizontal coordinates were established by autonomous hand held GPS
 DL5399.observations and have an estimated accuracy of +/- 10 meters.
 DL5399.
 DL5399.The orthometric height was determined by differential leveling and
 DL5399.adjusted in May 2010.
 DL5399
 DL5399.The dynamic height is computed by dividing the NAVD 88
 DL5399.geopotential number by the normal gravity value computed on the
 DL5399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5399.degrees latitude (g = 980.6199 gals.).
 DL5399
 DL5399.The modeled gravity was interpolated from observed gravity values.
 DL5399
 DL5399;                    North         East    Units  Estimated Accuracy
 DL5399;SPC MN S     -   179,401.      671,607.      MT  (+/- 10 meters HH2 GPS)
 DL5399
 DL5399                          SUPERSEDED SURVEY CONTROL
 DL5399
 DL5399.No superseded survey control is available for this station.
 DL5399
 DL5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9107642191(NAD 83)
 DL5399
 DL5399_MARKER: DB = BENCH MARK DISK
 DL5399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5399_STAMPING: 5304 C 1955
 DL5399_MARK LOGO: MNHD  
 DL5399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5399+STABILITY: SURFACE MOTION
 DL5399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5399+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5399
 DL5399  HISTORY     - Date     Condition        Report By
 DL5399  HISTORY     - 1955     MONUMENTED       MNHD
 DL5399  HISTORY     - 20061018 GOOD             MNDT
 DL5399
 DL5399                          STATION DESCRIPTION
 DL5399
 DL5399'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5399'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS LOCATED 4.5 MI
 DL5399'(7.2 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5399'HIGHWAY 59 AND INTERSTATE HIGHWAY 90 IN WORTHINGTON, AT TRUNK HIGHWAY
 DL5399'59 MILE POINT 16.7, 130 FT (39.6 M) EAST OF TRUNK HIGHWAY 59, 102 FT
 DL5399'(31.1 M) SOUTH OF COUNTY ROAD 14 EAST, 75 FT (22.9 M) SOUTHEAST OF
 DL5399'TELEPHONE CABLE PEDESTAL, 0.5 FT (0.2 M) NORTH OF A WITNESS POST.
 DL5399' 
 DL5399'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5399'KM), THEN URN LEFT AT HUMISTON AVENUE GO 1.2 MI (1.9 KM).   CONTINUE
 DL5399'ON HUMISTON AVE/US-59 FOR 4.0 MI (6.4 KM) CONTINUE TO FOLLOW US-59
 DL5399'UNTIL A RIGHT TURN AT 200TH ST AND GO 187 FT (57.0 M) TO STATION MARK
 DL5399'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5400 ***********************************************************************
 DL5400  DESIGNATION -  5304 C 1
 DL5400  PID         -  DL5400
 DL5400  STATE/COUNTY-  MN/NOBLES
 DL5400  COUNTRY     -  US
 DL5400  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5400
 DL5400                         *CURRENT SURVEY CONTROL
 DL5400  ______________________________________________________________________
 DL5400* NAD 83(1986) POSITION- 43 42 13.7    (N) 095 36 47.4    (W)   HD_HELD2  
 DL5400* NAVD 88 ORTHO HEIGHT -   481.439  (meters)    1579.52  (feet) ADJUSTED  
 DL5400  ______________________________________________________________________
 DL5400  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 DL5400  DYNAMIC HEIGHT  -        481.333 (meters)     1579.17  (feet) COMP
 DL5400  MODELED GRAVITY -    980,383.6   (mgal)                       NAVD 88
 DL5400
 DL5400  VERT ORDER      -  SECOND    CLASS I
 DL5400
 DL5400.The horizontal coordinates were established by autonomous hand held GPS
 DL5400.observations and have an estimated accuracy of +/- 10 meters.
 DL5400.
 DL5400.The orthometric height was determined by differential leveling and
 DL5400.adjusted in May 2010.
 DL5400
 DL5400.No vertical observational check was made to the station.
 DL5400
 DL5400.Photographs are available for this station.
 DL5400
 DL5400.The dynamic height is computed by dividing the NAVD 88
 DL5400.geopotential number by the normal gravity value computed on the
 DL5400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5400.degrees latitude (g = 980.6199 gals.).
 DL5400
 DL5400.The modeled gravity was interpolated from observed gravity values.
 DL5400
 DL5400;                    North         East    Units  Estimated Accuracy
 DL5400;SPC MN S     -   179,485.      669,978.      MT  (+/- 10 meters HH2 GPS)
 DL5400
 DL5400                          SUPERSEDED SURVEY CONTROL
 DL5400
 DL5400.No superseded survey control is available for this station.
 DL5400
 DL5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8944842294(NAD 83)
 DL5400
 DL5400_MARKER: DD = SURVEY DISK
 DL5400_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5400_STAMPING: 5304 C 1 2006
 DL5400_MARK LOGO: MNDT  
 DL5400_PROJECTION: FLUSH
 DL5400_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5400+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5400_ROD/PIPE-DEPTH:  7.6 meters
 DL5400
 DL5400  HISTORY     - Date     Condition        Report By
 DL5400  HISTORY     - 2006     MONUMENTED       MNDT
 DL5400
 DL5400                          STATION DESCRIPTION
 DL5400
 DL5400'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5400'THE MARK IS 5.0 MI (8.0 KM) NORTH OF WORTHINGTON, 4.60 MI (7.4 KM)
 DL5400'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5400'INTERSTATE 90 IN WORTHINGTON TO TRUNK HIGHWAY 59 MILE POINT 16.60,
 DL5400'THENCE 1.0 MI (1.6 KM) WEST ON COUNTY ROAD 14, 54.1 FT (16.5 M) NORTH
 DL5400'OF COUNTY ROAD 14, 40.4 FT (12.3 M) EAST OF PAUL AVENUE, 1.6 FT (0.5
 DL5400'M) SOUTH OF A WITNESS POST.
 DL5400' 
 DL5400'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5400'KM), TURN LEFT AT HUMISTON AVENUE   FOR 1.2 MI (1.9 KM) AND CONTINUE
 DL5400'ON HUMISTAN AVE/US-59 FOR 4.0 MI (6.4 KM), TURN LEFT AT 200TH ST FOR
 DL5400'1.0 MI (1.6 KM), STATION MARK WILL BE ON THE LEFT.
 DL5400' 
 DL5400'MARK IS 3/4 INCH DIAMETER ALUMINUM ROD DRIVEN TO REFUSAL WITH A
 DL5400'STANDARD MNDT CONTROL DISK SET IN TOP OF A THREE-FOOT PLASTIC
 DL5400'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH WASH
 DL5400'SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5401 ***********************************************************************
 DL5401  DESIGNATION -  5304 D
 DL5401  PID         -  DL5401
 DL5401  STATE/COUNTY-  MN/NOBLES
 DL5401  COUNTRY     -  US
 DL5401  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5401
 DL5401                         *CURRENT SURVEY CONTROL
 DL5401  ______________________________________________________________________
 DL5401* NAD 83(1986) POSITION- 43 43 05.4    (N) 095 35 35.4    (W)   HD_HELD2  
 DL5401* NAVD 88 ORTHO HEIGHT -   475.412  (meters)    1559.75  (feet) ADJUSTED  
 DL5401  ______________________________________________________________________
 DL5401  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DL5401  DYNAMIC HEIGHT  -        475.308 (meters)     1559.41  (feet) COMP
 DL5401  MODELED GRAVITY -    980,386.9   (mgal)                       NAVD 88
 DL5401
 DL5401  VERT ORDER      -  SECOND    CLASS I
 DL5401
 DL5401.The horizontal coordinates were established by autonomous hand held GPS
 DL5401.observations and have an estimated accuracy of +/- 10 meters.
 DL5401.
 DL5401.The orthometric height was determined by differential leveling and
 DL5401.adjusted in May 2010.
 DL5401
 DL5401.Photographs are available for this station.
 DL5401
 DL5401.The dynamic height is computed by dividing the NAVD 88
 DL5401.geopotential number by the normal gravity value computed on the
 DL5401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5401.degrees latitude (g = 980.6199 gals.).
 DL5401
 DL5401.The modeled gravity was interpolated from observed gravity values.
 DL5401
 DL5401;                    North         East    Units  Estimated Accuracy
 DL5401;SPC MN S     -   181,049.      671,621.      MT  (+/- 10 meters HH2 GPS)
 DL5401
 DL5401                          SUPERSEDED SURVEY CONTROL
 DL5401
 DL5401.No superseded survey control is available for this station.
 DL5401
 DL5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9111043839(NAD 83)
 DL5401
 DL5401_MARKER: DB = BENCH MARK DISK
 DL5401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5401_STAMPING: 5304 D 1955
 DL5401_MARK LOGO: MNHD  
 DL5401_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5401+STABILITY: SURFACE MOTION
 DL5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5401+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5401
 DL5401  HISTORY     - Date     Condition        Report By
 DL5401  HISTORY     - 1955     MONUMENTED       MNHD
 DL5401  HISTORY     - 20061018 GOOD             MNDT
 DL5401
 DL5401                          STATION DESCRIPTION
 DL5401
 DL5401'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5401'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 5.5 MI
 DL5401'(8.8 KM) NORTH OF WORTHINGTON ON TRUNK HIGHWAY 59 FROM THE JUNCTION OF
 DL5401'TRUNK HIGHWAY 59 AND INTERSTATE HIGHWAY 90, AT TRUNK HIGHWAY 59 MILE
 DL5401'POINT 17.7, 73 FT (22.3 M) EAST OF TRUNK HIGHWAY 59, 48 FT (14.6 M)
 DL5401'NORTH OF EAST-WEST 190TH STREET, 2 FT (0.6 M) WEST OF A NORTH-SOUTH
 DL5401'FENCE, 15 FT (4.6 M) NORTH OF A FENCE CORNER, 0.5 FT (0.2 M) WEST OF A
 DL5401'WITNESS POST.
 DL5401' 
 DL5401'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5401'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND
 DL5401'CONTINUE ON HUMISTAN AVE/US-59 FOR 5.0 MI (8.0 KM), THEN TURN RIGHT AT
 DL5401'190TH ST FOR 105 FT (32.0 M), STATION MARK WILL BE ON THE LEFT.
 DL5401' 
 DL5401'MARK IS MNHD BENCH MARK DISK SET FLUSH IN MONUMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5407 ***********************************************************************
 DL5407  DESIGNATION -  5304 J
 DL5407  PID         -  DL5407
 DL5407  STATE/COUNTY-  MN/NOBLES
 DL5407  COUNTRY     -  US
 DL5407  USGS QUAD   -  FULDA (1970)
 DL5407
 DL5407                         *CURRENT SURVEY CONTROL
 DL5407  ______________________________________________________________________
 DL5407* NAD 83(1986) POSITION- 43 47 25.4    (N) 095 35 36.3    (W)   HD_HELD2  
 DL5407* NAVD 88 ORTHO HEIGHT -   463.048  (meters)    1519.18  (feet) ADJUSTED  
 DL5407  ______________________________________________________________________
 DL5407  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 DL5407  DYNAMIC HEIGHT  -        462.946 (meters)     1518.85  (feet) COMP
 DL5407  MODELED GRAVITY -    980,384.6   (mgal)                       NAVD 88
 DL5407
 DL5407  VERT ORDER      -  SECOND    CLASS I
 DL5407
 DL5407.The horizontal coordinates were established by autonomous hand held GPS
 DL5407.observations and have an estimated accuracy of +/- 10 meters.
 DL5407.
 DL5407.The orthometric height was determined by differential leveling and
 DL5407.adjusted in May 2010.
 DL5407
 DL5407.Photographs are available for this station.
 DL5407
 DL5407.The dynamic height is computed by dividing the NAVD 88
 DL5407.geopotential number by the normal gravity value computed on the
 DL5407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5407.degrees latitude (g = 980.6199 gals.).
 DL5407
 DL5407.The modeled gravity was interpolated from observed gravity values.
 DL5407
 DL5407;                    North         East    Units  Estimated Accuracy
 DL5407;SPC MN S     -   189,073.      671,757.      MT  (+/- 10 meters HH2 GPS)
 DL5407
 DL5407                          SUPERSEDED SURVEY CONTROL
 DL5407
 DL5407.No superseded survey control is available for this station.
 DL5407
 DL5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9134151861(NAD 83)
 DL5407
 DL5407_MARKER: DB = BENCH MARK DISK
 DL5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5407_STAMPING: 5304 J 1955
 DL5407_MARK LOGO: MNHD  
 DL5407_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5407+STABILITY: SURFACE MOTION
 DL5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5407+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5407
 DL5407  HISTORY     - Date     Condition        Report By
 DL5407  HISTORY     - 1955     MONUMENTED       MNHD
 DL5407  HISTORY     - 20061018 GOOD             MNDT
 DL5407
 DL5407                          STATION DESCRIPTION
 DL5407
 DL5407'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5407'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 5.5 MI
 DL5407'(8.8 KM) SOUTH ON TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL5407'59 AND TRUNK HIGHWAY 62 AT FULDA, AT TRUNK HIGHWAY 59 MILE POINT 22.7,
 DL5407'75 FT (22.9 M) WEST OF TRUNK HIGHWAY 59, 75 FT (22.9 M) SOUTH OF 140TH
 DL5407'STREET, 48 FT (14.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL, 1.0 FT (0.3
 DL5407'M) EAST OF A NORTH-SOUTH FENCE, 0.5 FT (0.2 M) EAST OF A WITNESS POST.
 DL5407'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5407'KM) THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND CONTINUE
 DL5407'ON HUMISTAN AVE/US-59 FOR 10.0 MI (16.1 KM) AND STATION MARK WILL BE
 DL5407'ON THE LEFT.
 DL5407' 
 DL5407'STATION MARK IS MNHD BENCH MARK DISK SET FLUSH IN MONUMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5408 ***********************************************************************
 DL5408  DESIGNATION -  5304 K
 DL5408  PID         -  DL5408
 DL5408  STATE/COUNTY-  MN/NOBLES
 DL5408  COUNTRY     -  US
 DL5408  USGS QUAD   -  FULDA (1970)
 DL5408
 DL5408                         *CURRENT SURVEY CONTROL
 DL5408  ______________________________________________________________________
 DL5408* NAD 83(1986) POSITION- 43 48 18.1    (N) 095 35 35.0    (W)   HD_HELD2  
 DL5408* NAVD 88 ORTHO HEIGHT -   463.529  (meters)    1520.76  (feet) ADJUSTED  
 DL5408  ______________________________________________________________________
 DL5408  GEOID HEIGHT    -        -26.66  (meters)                     GEOID09
 DL5408  DYNAMIC HEIGHT  -        463.426 (meters)     1520.42  (feet) COMP
 DL5408  MODELED GRAVITY -    980,381.1   (mgal)                       NAVD 88
 DL5408
 DL5408  VERT ORDER      -  SECOND    CLASS I
 DL5408
 DL5408.The horizontal coordinates were established by autonomous hand held GPS
 DL5408.observations and have an estimated accuracy of +/- 10 meters.
 DL5408.
 DL5408.The orthometric height was determined by differential leveling and
 DL5408.adjusted in May 2010.
 DL5408
 DL5408.Photographs are available for this station.
 DL5408
 DL5408.The dynamic height is computed by dividing the NAVD 88
 DL5408.geopotential number by the normal gravity value computed on the
 DL5408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5408.degrees latitude (g = 980.6199 gals.).
 DL5408
 DL5408.The modeled gravity was interpolated from observed gravity values.
 DL5408
 DL5408;                    North         East    Units  Estimated Accuracy
 DL5408;SPC MN S     -   190,698.      671,818.      MT  (+/- 10 meters HH2 GPS)
 DL5408
 DL5408                          SUPERSEDED SURVEY CONTROL
 DL5408
 DL5408.No superseded survey control is available for this station.
 DL5408
 DL5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9142153486(NAD 83)
 DL5408
 DL5408_MARKER: DB = BENCH MARK DISK
 DL5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5408_STAMPING: 5304 K 1955
 DL5408_MARK LOGO: MNHD  
 DL5408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5408+STABILITY: SURFACE MOTION
 DL5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5408+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5408
 DL5408  HISTORY     - Date     Condition        Report By
 DL5408  HISTORY     - 1955     MONUMENTED       MNHD
 DL5408  HISTORY     - 20061018 GOOD             MNDT
 DL5408
 DL5408                          STATION DESCRIPTION
 DL5408
 DL5408'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5408'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 4.5 MI
 DL5408'(7.2 KM) SOUTH ON TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY
 DL5408'59 AND TRUNK HIGHWAY 62 AT FULDA, AT TRUNK HIGHWAY 59 MILE POINT 23.7,
 DL5408'75 FT (22.9 M) WEST OF TRUNK HIGHWAY 59, 34 FT (10.4 M) SOUTH OF 130TH
 DL5408'STREET, 1.0 FT (0.3 M) SOUTHEAST OF A FENCE CORNER, 0.5 FT (0.2 M)
 DL5408'EAST OF A WITNESS POST.
 DL5408' 
 DL5408'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5408'KM) THEN TURN LEFT AT HUMISTON AVENUE/US-59 FOR 1.2 MI (1.9 KM) AND
 DL5408'CONTINUE ON HUMISTAN AVE/US-59 FOR 11.0 MI (17.7 KM) THEN TURN LEFT AT
 DL5408'130TH ST GO 82 FT (25.0 M) TO STATION MARK ON THE LEFT.
 DL5408' 
 DL5408'STATION MARK IS MNHD BENCH MARK DISK SET FLUSH IN MONUMENT.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DE9569 ***********************************************************************
 DE9569  DESIGNATION -  5304 M
 DE9569  PID         -  DE9569
 DE9569  STATE/COUNTY-  MN/NOBLES
 DE9569  COUNTRY     -  US
 DE9569  USGS QUAD   -  FULDA (1970)
 DE9569
 DE9569                         *CURRENT SURVEY CONTROL
 DE9569  ______________________________________________________________________
 DE9569* NAD 83(2007) POSITION- 43 50 51.31972(N) 095 35 33.05933(W)   ADJUSTED  
 DE9569* NAD 83(2007) ELLIP HT-   432.068 (meters)        (02/10/07)   ADJUSTED
 DE9569* NAD 83(2007) EPOCH   -  2002.00
 DE9569* NAVD 88 ORTHO HEIGHT -   458.861  (meters)    1505.45  (feet) ADJUSTED  
 DE9569  ______________________________________________________________________
 DE9569  NAD 83(2007) X  -   -449,017.738 (meters)                     COMP
 DE9569  NAD 83(2007) Y  - -4,585,604.211 (meters)                     COMP
 DE9569  NAD 83(2007) Z  -  4,396,193.617 (meters)                     COMP
 DE9569  LAPLACE CORR    -         -4.09  (seconds)                    DEFLEC09
 DE9569  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 DE9569  DYNAMIC HEIGHT  -        458.754 (meters)     1505.10  (feet) COMP
 DE9569  MODELED GRAVITY -    980,373.0   (mgal)                       NAVD 88
 DE9569
 DE9569  VERT ORDER      -  SECOND    CLASS I
 DE9569
 DE9569  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 DE9569  Type                                         Horiz  Ellip  Dist(km)
 DE9569  -------------------------------------------------------------------
 DE9569  NETWORK                                       0.37   0.53
 DE9569  -------------------------------------------------------------------
 DE9569  MEDIAN LOCAL ACCURACY AND DIST (020 points)   0.46   0.59     10.78
 DE9569  -------------------------------------------------------------------
 DE9569  NOTE: Click here for information on individual local accuracy
 DE9569  values and other accuracy information.
 DE9569
 DE9569
 DE9569.The horizontal coordinates were established by GPS observations
 DE9569.and adjusted by the National Geodetic Survey in February 2007.
 DE9569
 DE9569.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 DE9569.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 DE9569
 DE9569.The horizontal coordinates are valid at the epoch date displayed above
 DE9569.which is a decimal equivalence of Year/Month/Day.
 DE9569
 DE9569.The orthometric height was determined by differential leveling and
 DE9569.adjusted in May 2010.
 DE9569
 DE9569.Photographs are available for this station.
 DE9569
 DE9569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE9569
 DE9569.The Laplace correction was computed from DEFLEC09 derived deflections.
 DE9569
 DE9569.The ellipsoidal height was determined by GPS observations
 DE9569.and is referenced to NAD 83.
 DE9569
 DE9569.The dynamic height is computed by dividing the NAVD 88
 DE9569.geopotential number by the normal gravity value computed on the
 DE9569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9569.degrees latitude (g = 980.6199 gals.).
 DE9569
 DE9569.The modeled gravity was interpolated from observed gravity values.
 DE9569
 DE9569. The following values were computed from the NAD 83(2007) position.
 DE9569
 DE9569;                    North         East     Units Scale Factor Converg.
 DE9569;SPC MN S     -   195,425.305   671,953.602   MT  0.99998670   -1 06 58.5
 DE9569;SPC MN S     -   641,157.85  2,204,567.78   sFT  0.99998670   -1 06 58.5
 DE9569;UTM  15      - 4,858,212.200   291,612.992   MT  1.00013414   -1 47 47.7
 DE9569
 DE9569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE9569!SPC MN S     -   0.99993225  x   0.99998670  =   0.99991895
 DE9569!UTM  15      -   0.99993225  x   1.00013414  =   1.00006638
 DE9569
 DE9569                          SUPERSEDED SURVEY CONTROL
 DE9569
 DE9569  NAD 83(1996)-  43 50 51.31908(N)    095 35 33.05845(W) AD(       ) 1
 DE9569  ELLIP H (01/17/03)  432.105  (m)                       GP(       ) 3 1
 DE9569  NAVD 88 (10/22/03)  458.8    (m)  UNKNOWN model used   GPS OBS        
 DE9569  NAVD 88 (01/17/03)  458.8    (m)  GEOID99 model used   GPS OBS        
 DE9569
 DE9569.Superseded values are not recommended for survey control.
 DE9569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9569.See file dsdata.txt to determine how the superseded data were derived.
 DE9569
 DE9569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9161258212(NAD 83)
 DE9569
 DE9569_MARKER: DB = BENCH MARK DISK
 DE9569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9569_STAMPING: 5304 M 1955
 DE9569_MARK LOGO: MNHD  
 DE9569_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DE9569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9569+STABILITY: SURFACE MOTION
 DE9569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9569+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2006
 DE9569
 DE9569  HISTORY     - Date     Condition        Report By
 DE9569  HISTORY     - 1955     MONUMENTED       MNDT
 DE9569  HISTORY     - 20000401 GOOD             MNDT
 DE9569  HISTORY     - 20030310 GOOD             MNDT
 DE9569  HISTORY     - 20061019 GOOD             MNDT
 DE9569
 DE9569                          STATION DESCRIPTION
 DE9569
 DE9569'DESCRIBED BY MN DEPT OF TRANSP 2000 (DKH)
 DE9569'THE MARK WAS RECOVERED IN GOOD CONDITION. 1.6 MI SOUTH ON TH 59 FROM
 DE9569'JCT OF TH 59 AND TH 62 AT FULDA, 75 FT EAST  OF TH 59, 131 FT SOUTH OF
 DE9569'TWP RD, 99 FT SOUTH OF TEL CABLE PEDESTAL, 3 FT NW OF FENCE COR, 0.5
 DE9569'FT WEST OF WIT POST, AT TH 59 MP 26.6, MAGNETIC, PROJECTS 12 INCHES,
 DE9569'SUITALBE FOR GPS.
 DE9569
 DE9569                          STATION RECOVERY (2003)
 DE9569
 DE9569'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (DJS)
 DE9569'THE MARK WAS RECOVERED AS DESCRIBED.
 DE9569
 DE9569                          STATION RECOVERY (2006)
 DE9569
 DE9569'RECOVERY NOTE BY MN DEPT OF TRANSP 2006 (MPP)
 DE9569'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5397 ***********************************************************************
 DL5397  DESIGNATION -  5304 N
 DL5397  PID         -  DL5397
 DL5397  STATE/COUNTY-  MN/NOBLES
 DL5397  COUNTRY     -  US
 DL5397  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5397
 DL5397                         *CURRENT SURVEY CONTROL
 DL5397  ______________________________________________________________________
 DL5397* NAD 83(1986) POSITION- 43 40 20.7    (N) 095 35 35.0    (W)   HD_HELD2  
 DL5397* NAVD 88 ORTHO HEIGHT -   475.892  (meters)    1561.32  (feet) ADJUSTED  
 DL5397  ______________________________________________________________________
 DL5397  GEOID HEIGHT    -        -26.62  (meters)                     GEOID09
 DL5397  DYNAMIC HEIGHT  -        475.785 (meters)     1560.97  (feet) COMP
 DL5397  MODELED GRAVITY -    980,380.2   (mgal)                       NAVD 88
 DL5397
 DL5397  VERT ORDER      -  SECOND    CLASS I
 DL5397
 DL5397.The horizontal coordinates were established by autonomous hand held GPS
 DL5397.observations and have an estimated accuracy of +/- 10 meters.
 DL5397.
 DL5397.The orthometric height was determined by differential leveling and
 DL5397.adjusted in May 2010.
 DL5397
 DL5397.Photographs are available for this station.
 DL5397
 DL5397.The dynamic height is computed by dividing the NAVD 88
 DL5397.geopotential number by the normal gravity value computed on the
 DL5397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5397.degrees latitude (g = 980.6199 gals.).
 DL5397
 DL5397.The modeled gravity was interpolated from observed gravity values.
 DL5397
 DL5397;                    North         East    Units  Estimated Accuracy
 DL5397;SPC MN S     -   175,967.      671,531.      MT  (+/- 10 meters HH2 GPS)
 DL5397
 DL5397                          SUPERSEDED SURVEY CONTROL
 DL5397
 DL5397.No superseded survey control is available for this station.
 DL5397
 DL5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9096038757(NAD 83)
 DL5397
 DL5397_MARKER: DB = BENCH MARK DISK
 DL5397_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5397_SP_SET: BOX CULVERT HEADWALL
 DL5397_STAMPING: 5304 N 2006
 DL5397_MARK LOGO: MNDT  
 DL5397_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5397+STABILITY: SURFACE MOTION
 DL5397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5397+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5397
 DL5397  HISTORY     - Date     Condition        Report By
 DL5397  HISTORY     - 1980     MONUMENTED       MNDT
 DL5397  HISTORY     - 20061018 GOOD             MNDT
 DL5397
 DL5397                          STATION DESCRIPTION
 DL5397
 DL5397'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5397'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 2.50 MI
 DL5397'(4.0 KM) NORTH OF WORTHINGTON, IN HEADWALL BOX CULVERT IN SOUTHEAST
 DL5397'CORNER OF TRUNK HIGHWAY 59 CULVERT NUMBER 6173 OVER ELK CREEK, 2.40 MI
 DL5397'(3.9 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5397'HIGHWAY 59 AND INTERSTATE 90 IN WORTHINGTON, AT TRUNK HIGHWAY 59 MILE
 DL5397'POINT 14.50, 59.0 FT (18.0 M) EAST OF TRUNK HIGHWAY 59.
 DL5397' 
 DL5397'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5397'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM), CONTINUE
 DL5397'ON HUMISTAN AVE/US-59 FOR ANOTHER 1.8 MI AND STATION MARK WILL BE ON
 DL5397'THE RIGHT.
 DL5397' 
 DL5397'DISK SET IN CULVERT WHEN BUILT IN 1980 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5398 ***********************************************************************
 DL5398  DESIGNATION -  5304 P
 DL5398  PID         -  DL5398
 DL5398  STATE/COUNTY-  MN/NOBLES
 DL5398  COUNTRY     -  US
 DL5398  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5398
 DL5398                         *CURRENT SURVEY CONTROL
 DL5398  ______________________________________________________________________
 DL5398* NAD 83(1986) POSITION- 43 41 20.1    (N) 095 35 36.8    (W)   HD_HELD2  
 DL5398* NAVD 88 ORTHO HEIGHT -   479.089  (meters)    1571.81  (feet) ADJUSTED  
 DL5398  ______________________________________________________________________
 DL5398  GEOID HEIGHT    -        -26.59  (meters)                     GEOID09
 DL5398  DYNAMIC HEIGHT  -        478.983 (meters)     1571.46  (feet) COMP
 DL5398  MODELED GRAVITY -    980,382.8   (mgal)                       NAVD 88
 DL5398
 DL5398  VERT ORDER      -  SECOND    CLASS I
 DL5398
 DL5398.The horizontal coordinates were established by autonomous hand held GPS
 DL5398.observations and have an estimated accuracy of +/- 10 meters.
 DL5398.
 DL5398.The orthometric height was determined by differential leveling and
 DL5398.adjusted in May 2010.
 DL5398
 DL5398.Photographs are available for this station.
 DL5398
 DL5398.The dynamic height is computed by dividing the NAVD 88
 DL5398.geopotential number by the normal gravity value computed on the
 DL5398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5398.degrees latitude (g = 980.6199 gals.).
 DL5398
 DL5398.The modeled gravity was interpolated from observed gravity values.
 DL5398
 DL5398;                    North         East    Units  Estimated Accuracy
 DL5398;SPC MN S     -   177,801.      671,526.      MT  (+/- 10 meters HH2 GPS)
 DL5398
 DL5398                          SUPERSEDED SURVEY CONTROL
 DL5398
 DL5398.No superseded survey control is available for this station.
 DL5398
 DL5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9097740591(NAD 83)
 DL5398
 DL5398_MARKER: DR = REFERENCE MARK DISK
 DL5398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5398_STAMPING: 5304 P 2006
 DL5398_MARK LOGO: MNDT  
 DL5398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5398+STABILITY: SURFACE MOTION
 DL5398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5398+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5398
 DL5398  HISTORY     - Date     Condition        Report By
 DL5398  HISTORY     - 1955     MONUMENTED       MNDT
 DL5398  HISTORY     - 20061018 GOOD             MNDT
 DL5398
 DL5398                          STATION DESCRIPTION
 DL5398
 DL5398'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5398'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 3.50 MI
 DL5398'(5.6 KM) NORTH OF WORTHINGTON, 3.60 MI (5.8 KM) NORTH ALONG TRUNK
 DL5398'HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND INTERSTATE 90 IN
 DL5398'WORTHINGTON, AT TRUNK HIGHWAY 59 MILE POINT 15.60, 74.6 FT (22.7 M)
 DL5398'WEST OF TRUNK HIGHWAY 59, 31.6 FT (9.6 M) SOUTH OF 210TH STREET, 0.9
 DL5398'FT (0.3 M) SOUTH OF A WITNESS POST.
 DL5398' 
 DL5398'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5398'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM).  CONTINUE
 DL5398'ON HUMISTON AVE/US-59 FOR 3.0 MI AND STATION ON THE LEFT.
 DL5398' 
 DL5398'DISK SET IN CONCRETE MONUMENT WHEN SET IN WHAT IS BELIEVED 1955 THEN
 DL5398'STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5402 ***********************************************************************
 DL5402  DESIGNATION -  5304 Q
 DL5402  PID         -  DL5402
 DL5402  STATE/COUNTY-  MN/NOBLES
 DL5402  COUNTRY     -  US
 DL5402  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5402
 DL5402                         *CURRENT SURVEY CONTROL
 DL5402  ______________________________________________________________________
 DL5402* NAD 83(1986) POSITION- 43 43 57.2    (N) 095 35 36.4    (W)   HD_HELD2  
 DL5402* NAVD 88 ORTHO HEIGHT -   470.334  (meters)    1543.09  (feet) ADJUSTED  
 DL5402  ______________________________________________________________________
 DL5402  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DL5402  DYNAMIC HEIGHT  -        470.232 (meters)     1542.75  (feet) COMP
 DL5402  MODELED GRAVITY -    980,388.6   (mgal)                       NAVD 88
 DL5402
 DL5402  VERT ORDER      -  SECOND    CLASS I
 DL5402
 DL5402.The horizontal coordinates were established by autonomous hand held GPS
 DL5402.observations and have an estimated accuracy of +/- 10 meters.
 DL5402.
 DL5402.The orthometric height was determined by differential leveling and
 DL5402.adjusted in May 2010.
 DL5402
 DL5402.Photographs are available for this station.
 DL5402
 DL5402.The dynamic height is computed by dividing the NAVD 88
 DL5402.geopotential number by the normal gravity value computed on the
 DL5402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5402.degrees latitude (g = 980.6199 gals.).
 DL5402
 DL5402.The modeled gravity was interpolated from observed gravity values.
 DL5402
 DL5402;                    North         East    Units  Estimated Accuracy
 DL5402;SPC MN S     -   182,648.      671,630.      MT  (+/- 10 meters HH2 GPS)
 DL5402
 DL5402                          SUPERSEDED SURVEY CONTROL
 DL5402
 DL5402.No superseded survey control is available for this station.
 DL5402
 DL5402_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9113745437(NAD 83)
 DL5402
 DL5402_MARKER: DD = SURVEY DISK
 DL5402_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5402_STAMPING: 5304 Q 2006
 DL5402_MARK LOGO: MNDT  
 DL5402_PROJECTION: RECESSED 3 CENTIMETERS
 DL5402_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5402+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5402_ROD/PIPE-DEPTH: 10.7 meters
 DL5402
 DL5402  HISTORY     - Date     Condition        Report By
 DL5402  HISTORY     - 2006     MONUMENTED       MNDT
 DL5402
 DL5402                          STATION DESCRIPTION
 DL5402
 DL5402'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5402'THE MARK IS LOCATED 7.0 MI (11.3 KM) NORTH OF WORTHINGTON, 6.60 MI
 DL5402'(10.6 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5402'HIGHWAY 59 AND INTERSTATE 90 IN WORTHINGTON, AT TRUNK HIGHWAY 59 MILE
 DL5402'POINT 18.70, 71.7 FT (21.9 M) EAST OF TRUNK HIGHWAY 59, 45.1 FT (13.7
 DL5402'M) NORTH OF 180TH STREET, 7.6 FT (2.3 M) SOUTH SOUTHWEST OF CABLE
 DL5402'PEDESTAL NUMBER 806, 26.2 FT (8.0 M) WEST OF A FIELD ENTRANCE, 1.5 FT
 DL5402'(0.5 M) WEST OF A WITNESS POST.
 DL5402' 
 DL5402'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5402'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND
 DL5402'CONTINUE ON HUMISTAN AVE/US-59 FOR 6.0 MI (9.7 KM), TURN RIGHT AT
 DL5402'180TH ST FOR 92 FT, STATION MARK WILL BE ON THE LEFT.
 DL5402' 
 DL5402'STATION MARK IS 3/4 INCH DIAMETER ALUMINUM ROD DRIVEN TO REFUSAL WITH
 DL5402'A STANDARD MNDT CONTROL DISK SET ON TOP WITH A THREE-FOOT PLASTIC
 DL5402'STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED WITH
 DL5402'WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5403 ***********************************************************************
 DL5403  DESIGNATION -  5304 R
 DL5403  PID         -  DL5403
 DL5403  STATE/COUNTY-  MN/NOBLES
 DL5403  COUNTRY     -  US
 DL5403  USGS QUAD   -  WORTHINGTON NORTH (1982)
 DL5403
 DL5403                         *CURRENT SURVEY CONTROL
 DL5403  ______________________________________________________________________
 DL5403* NAD 83(1986) POSITION- 43 44 36.3    (N) 095 35 35.9    (W)   HD_HELD2  
 DL5403* NAVD 88 ORTHO HEIGHT -   467.582  (meters)    1534.06  (feet) ADJUSTED  
 DL5403  ______________________________________________________________________
 DL5403  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 DL5403  DYNAMIC HEIGHT  -        467.482 (meters)     1533.73  (feet) COMP
 DL5403  MODELED GRAVITY -    980,389.6   (mgal)                       NAVD 88
 DL5403
 DL5403  VERT ORDER      -  SECOND    CLASS I
 DL5403
 DL5403.The horizontal coordinates were established by autonomous hand held GPS
 DL5403.observations and have an estimated accuracy of +/- 10 meters.
 DL5403.
 DL5403.The orthometric height was determined by differential leveling and
 DL5403.adjusted in May 2010.
 DL5403
 DL5403.Photographs are available for this station.
 DL5403
 DL5403.The dynamic height is computed by dividing the NAVD 88
 DL5403.geopotential number by the normal gravity value computed on the
 DL5403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5403.degrees latitude (g = 980.6199 gals.).
 DL5403
 DL5403.The modeled gravity was interpolated from observed gravity values.
 DL5403
 DL5403;                    North         East    Units  Estimated Accuracy
 DL5403;SPC MN S     -   183,854.      671,665.      MT  (+/- 10 meters HH2 GPS)
 DL5403
 DL5403                          SUPERSEDED SURVEY CONTROL
 DL5403
 DL5403.No superseded survey control is available for this station.
 DL5403
 DL5403_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9118646643(NAD 83)
 DL5403
 DL5403_MARKER: DB = BENCH MARK DISK
 DL5403_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5403_SP_SET: BOX CULVERT HEADWALL
 DL5403_STAMPING: 5304 R 2006
 DL5403_MARK LOGO: MNDT  
 DL5403_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5403+STABILITY: SURFACE MOTION
 DL5403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5403+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5403
 DL5403  HISTORY     - Date     Condition        Report By
 DL5403  HISTORY     - 1980     MONUMENTED       MNDT
 DL5403  HISTORY     - 20061018 GOOD             MNDT
 DL5403
 DL5403                          STATION DESCRIPTION
 DL5403
 DL5403'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5403'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 8.0 MI (12.9
 DL5403'KM) NORTH OF WORTHINGTON, IN HEADWALL BOX CULVERT IN SOUTHEAST CORNER
 DL5403'OF TRUNK HIGHWAY 59 BRIDGE NUMBER 8235 OVER CREEK, 7.30 MI (11.7 KM)
 DL5403'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5403'INTERSTATE 90 IN WORTHINGTON, AT TRUNK HIGHWAY 59 MILE POINT 19.40,
 DL5403'59.0 FT (18.0 M) EAST OF TRUNK HIGHWAY 59.
 DL5403' 
 DL5403'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5403'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND
 DL5403'CONTINUE ON HUMISTAN AVE/US-59 FOR 6.8 MI (10.9 KM), STATION MARK WILL
 DL5403'BE ON THE RIGHT.
 DL5403' 
 DL5403'DISK SET IN CULVERT HEADWALL WHEN BUILT IN 1980 THEN STAMPED WHEN USED
 DL5403'IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5404 ***********************************************************************
 DL5404  DESIGNATION -  5304 R 1
 DL5404  PID         -  DL5404
 DL5404  STATE/COUNTY-  MN/NOBLES
 DL5404  COUNTRY     -  US
 DL5404  USGS QUAD   -  FULDA (1970)
 DL5404
 DL5404                         *CURRENT SURVEY CONTROL
 DL5404  ______________________________________________________________________
 DL5404* NAD 83(1986) POSITION- 43 45 42.3    (N) 095 36 49.5    (W)   HD_HELD2  
 DL5404* NAVD 88 ORTHO HEIGHT -   472.934  (meters)    1551.62  (feet) ADJUSTED  
 DL5404  ______________________________________________________________________
 DL5404  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 DL5404  DYNAMIC HEIGHT  -        472.832 (meters)     1551.28  (feet) COMP
 DL5404  MODELED GRAVITY -    980,387.5   (mgal)                       NAVD 88
 DL5404
 DL5404  VERT ORDER      -  SECOND    CLASS I
 DL5404
 DL5404.The horizontal coordinates were established by autonomous hand held GPS
 DL5404.observations and have an estimated accuracy of +/- 10 meters.
 DL5404.
 DL5404.The orthometric height was determined by differential leveling and
 DL5404.adjusted in May 2010.
 DL5404
 DL5404.No vertical observational check was made to the station.
 DL5404
 DL5404.Photographs are available for this station.
 DL5404
 DL5404.The dynamic height is computed by dividing the NAVD 88
 DL5404.geopotential number by the normal gravity value computed on the
 DL5404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5404.degrees latitude (g = 980.6199 gals.).
 DL5404
 DL5404.The modeled gravity was interpolated from observed gravity values.
 DL5404
 DL5404;                    North         East    Units  Estimated Accuracy
 DL5404;SPC MN S     -   185,923.      670,058.      MT  (+/- 10 meters HH2 GPS)
 DL5404
 DL5404                          SUPERSEDED SURVEY CONTROL
 DL5404
 DL5404.No superseded survey control is available for this station.
 DL5404
 DL5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8960448731(NAD 83)
 DL5404
 DL5404_MARKER: DD = SURVEY DISK
 DL5404_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5404_STAMPING: 5304 R 1 2006
 DL5404_MARK LOGO: MNDT  
 DL5404_PROJECTION: RECESSED 5 CENTIMETERS
 DL5404_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5404+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5404_ROD/PIPE-DEPTH:  7.6 meters
 DL5404
 DL5404  HISTORY     - Date     Condition        Report By
 DL5404  HISTORY     - 2006     MONUMENTED       MNDT
 DL5404
 DL5404                          STATION DESCRIPTION
 DL5404
 DL5404'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5404'THE MARK IS LOCATED 10.7 MI (17.2 KM) NORTH OF WORTHINGTON, 8.60 MI
 DL5404'(13.8 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5404'HIGHWAY 59 AND INTERSTATE 90 IN WORTHINGTON TO TRUNK HIGHWAY 59 MILE
 DL5404'POINT 20.70, THENCE 1.0 MI (1.6 KM) WEST ON COUNTY ROAD 16, 47.9 FT
 DL5404'(14.6 M) NORTH OF COUNTY ROAD 16, 181.3 FT (55.3 M) WEST OF PAUL
 DL5404'AVENUE, 15.6 FT (4.8 M) EAST OF A FIELD ENTRANCE, 1.7 FT (0.5 M) SOUTH
 DL5404'OF A WITNESS POST.
 DL5404' 
 DL5404'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5404'KM) THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) CONTINUE ON
 DL5404'HUMISTAN AVE/US-59 FOR 8.0 MI (12.9 KM) THEN TURN LEFT AT 160TH ST FOR
 DL5404'1.0 MI (1.6 KM), STATION MARK WILL BE ON THE RIGHT.
 DL5404' 
 DL5404'STATION MARK IS A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5404'REFUSAL WITH A STANDARD MNDT CONTROL DISK SET ON TOP OF THREE-FOOT
 DL5404'PLASTIC STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE BACKFILLED
 DL5404'WITH WASH SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5405 ***********************************************************************
 DL5405  DESIGNATION -  5304 S
 DL5405  PID         -  DL5405
 DL5405  STATE/COUNTY-  MN/NOBLES
 DL5405  COUNTRY     -  US
 DL5405  USGS QUAD   -  FULDA (1970)
 DL5405
 DL5405                         *CURRENT SURVEY CONTROL
 DL5405  ______________________________________________________________________
 DL5405* NAD 83(1986) POSITION- 43 46 33.5    (N) 095 35 38.4    (W)   HD_HELD2  
 DL5405* NAVD 88 ORTHO HEIGHT -   462.571  (meters)    1517.62  (feet) ADJUSTED  
 DL5405  ______________________________________________________________________
 DL5405  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DL5405  DYNAMIC HEIGHT  -        462.471 (meters)     1517.29  (feet) COMP
 DL5405  MODELED GRAVITY -    980,387.8   (mgal)                       NAVD 88
 DL5405
 DL5405  VERT ORDER      -  SECOND    CLASS I
 DL5405
 DL5405.The horizontal coordinates were established by autonomous hand held GPS
 DL5405.observations and have an estimated accuracy of +/- 10 meters.
 DL5405.
 DL5405.The orthometric height was determined by differential leveling and
 DL5405.adjusted in May 2010.
 DL5405
 DL5405.Photographs are available for this station.
 DL5405
 DL5405.The dynamic height is computed by dividing the NAVD 88
 DL5405.geopotential number by the normal gravity value computed on the
 DL5405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5405.degrees latitude (g = 980.6199 gals.).
 DL5405
 DL5405.The modeled gravity was interpolated from observed gravity values.
 DL5405
 DL5405;                    North         East    Units  Estimated Accuracy
 DL5405;SPC MN S     -   187,472.      671,679.      MT  (+/- 10 meters HH2 GPS)
 DL5405
 DL5405                          SUPERSEDED SURVEY CONTROL
 DL5405
 DL5405.No superseded survey control is available for this station.
 DL5405
 DL5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9124450261(NAD 83)
 DL5405
 DL5405_MARKER: DD = SURVEY DISK
 DL5405_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5405_STAMPING: 5304 S 2006
 DL5405_MARK LOGO: MNDT  
 DL5405_PROJECTION: FLUSH
 DL5405_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5405+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5405_ROD/PIPE-DEPTH:  6.1 meters
 DL5405
 DL5405  HISTORY     - Date     Condition        Report By
 DL5405  HISTORY     - 2006     MONUMENTED       MNDT
 DL5405
 DL5405                          STATION DESCRIPTION
 DL5405
 DL5405'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5405'THE MARK IS LOCATED 10.0 MI (16.1 KM) NORTH OF WORTHINGTON, 9.60 MI
 DL5405'(15.4 KM) NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5405'HIGHWAY 59 AND INTERSTATE 90 IN WORTHINGTON, AT TRUNK HIGHWAY 59 MILE
 DL5405'POINT 21.70, 197.2 FT (60.1 M) WEST OF TRUNK HIGHWAY 59, 35.5 FT (10.8
 DL5405'M) SOUTH OF 150TH STREET, 1.9 FT (0.6 M) EAST OF A WITNESS POST.
 DL5405' 
 DL5405'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5405'KM) THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND CONTINUE
 DL5405'ON HUMISTAN AVE/US-59 FOR 9.0 MI (14.5 KM) TURN LEFT AT 150TH ST FOR
 DL5405'180 FT (54.9 M) AND STATION MARK WILL BE ON THE LEFT.
 DL5405' 
 DL5405'STATION MARK IS 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5405'REFUSAL WITH A STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP WITH A
 DL5405'THREE-FOOT PLASTIC STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DL5405'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5406 ***********************************************************************
 DL5406  DESIGNATION -  5304 T
 DL5406  PID         -  DL5406
 DL5406  STATE/COUNTY-  MN/NOBLES
 DL5406  COUNTRY     -  US
 DL5406  USGS QUAD   -  FULDA (1970)
 DL5406
 DL5406                         *CURRENT SURVEY CONTROL
 DL5406  ______________________________________________________________________
 DL5406* NAD 83(1986) POSITION- 43 46 45.8    (N) 095 35 35.5    (W)   HD_HELD2  
 DL5406* NAVD 88 ORTHO HEIGHT -   462.288  (meters)    1516.69  (feet) ADJUSTED  
 DL5406  ______________________________________________________________________
 DL5406  GEOID HEIGHT    -        -26.61  (meters)                     GEOID09
 DL5406  DYNAMIC HEIGHT  -        462.187 (meters)     1516.36  (feet) COMP
 DL5406  MODELED GRAVITY -    980,387.1   (mgal)                       NAVD 88
 DL5406
 DL5406  VERT ORDER      -  SECOND    CLASS I
 DL5406
 DL5406.The horizontal coordinates were established by autonomous hand held GPS
 DL5406.observations and have an estimated accuracy of +/- 10 meters.
 DL5406.
 DL5406.The orthometric height was determined by differential leveling and
 DL5406.adjusted in May 2010.
 DL5406
 DL5406.Photographs are available for this station.
 DL5406
 DL5406.The dynamic height is computed by dividing the NAVD 88
 DL5406.geopotential number by the normal gravity value computed on the
 DL5406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5406.degrees latitude (g = 980.6199 gals.).
 DL5406
 DL5406.The modeled gravity was interpolated from observed gravity values.
 DL5406
 DL5406;                    North         East    Units  Estimated Accuracy
 DL5406;SPC MN S     -   187,850.      671,751.      MT  (+/- 10 meters HH2 GPS)
 DL5406
 DL5406                          SUPERSEDED SURVEY CONTROL
 DL5406
 DL5406.No superseded survey control is available for this station.
 DL5406
 DL5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9132050639(NAD 83)
 DL5406
 DL5406_MARKER: DB = BENCH MARK DISK
 DL5406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5406_SP_SET: BRIDGE ABUTMENT
 DL5406_STAMPING: 5304 T 2006
 DL5406_MARK LOGO: MNDT  
 DL5406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5406+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5406
 DL5406  HISTORY     - Date     Condition        Report By
 DL5406  HISTORY     - 1980     MONUMENTED       MNDT
 DL5406  HISTORY     - 20061018 GOOD             MNDT
 DL5406
 DL5406                          STATION DESCRIPTION
 DL5406
 DL5406'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5406'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS 10.0 MI (16.1
 DL5406'KM) NORTH OF WORTHINGTON, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DL5406'HIGHWAY 59 BRIDGE NUMBER 53001 OVER JACK CREEK, 9.80 MI (15.8 KM)
 DL5406'NORTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5406'INTERSTATE 90 IN WORTHINGTON, AT TRUNK HIGHWAY 59 MILE POINT 12.90,
 DL5406'22.5 FT (6.9 M) EAST OF TRUNK HIGHWAY 59.
 DL5406' 
 DL5406'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5406'KM) THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND CONTINUE
 DL5406'ON HUMISTAN AVE/US-59 FOR 9.2 MI (14.8 KM) AND STATION MARK WILL BE ON
 DL5406'THE RIGHT.
 DL5406' 
 DL5406'DISK SET IN BRIDGE WHEN BUILT IN 1980 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5409 ***********************************************************************
 DL5409  DESIGNATION -  5304 U
 DL5409  PID         -  DL5409
 DL5409  STATE/COUNTY-  MN/NOBLES
 DL5409  COUNTRY     -  US
 DL5409  USGS QUAD   -  FULDA (1970)
 DL5409
 DL5409                         *CURRENT SURVEY CONTROL
 DL5409  ______________________________________________________________________
 DL5409* NAD 83(1986) POSITION- 43 48 59.3    (N) 095 35 33.1    (W)   HD_HELD2  
 DL5409* NAVD 88 ORTHO HEIGHT -   459.303  (meters)    1506.90  (feet) ADJUSTED  
 DL5409  ______________________________________________________________________
 DL5409  GEOID HEIGHT    -        -26.69  (meters)                     GEOID09
 DL5409  DYNAMIC HEIGHT  -        459.199 (meters)     1506.56  (feet) COMP
 DL5409  MODELED GRAVITY -    980,378.5   (mgal)                       NAVD 88
 DL5409
 DL5409  VERT ORDER      -  SECOND    CLASS I
 DL5409
 DL5409.The horizontal coordinates were established by autonomous hand held GPS
 DL5409.observations and have an estimated accuracy of +/- 10 meters.
 DL5409.
 DL5409.The orthometric height was determined by differential leveling and
 DL5409.adjusted in May 2010.
 DL5409
 DL5409.Photographs are available for this station.
 DL5409
 DL5409.The dynamic height is computed by dividing the NAVD 88
 DL5409.geopotential number by the normal gravity value computed on the
 DL5409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5409.degrees latitude (g = 980.6199 gals.).
 DL5409
 DL5409.The modeled gravity was interpolated from observed gravity values.
 DL5409
 DL5409;                    North         East    Units  Estimated Accuracy
 DL5409;SPC MN S     -   191,969.      671,885.      MT  (+/- 10 meters HH2 GPS)
 DL5409
 DL5409                          SUPERSEDED SURVEY CONTROL
 DL5409
 DL5409.No superseded survey control is available for this station.
 DL5409
 DL5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9150354756(NAD 83)
 DL5409
 DL5409_MARKER: DB = BENCH MARK DISK
 DL5409_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5409_SP_SET: BRIDGE ABUTMENT
 DL5409_STAMPING: 5304 U 2006
 DL5409_MARK LOGO: MNHD  
 DL5409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5409+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2006
 DL5409
 DL5409  HISTORY     - Date     Condition        Report By
 DL5409  HISTORY     - 1980     MONUMENTED       MNDT
 DL5409  HISTORY     - 20061018 GOOD             MNDT
 DL5409
 DL5409                          STATION DESCRIPTION
 DL5409
 DL5409'DESCRIBED BY MN DEPT OF TRANSP 2006 (MPP)
 DL5409'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED 4.0 MI
 DL5409'(6.4 KM) SOUTH OF FULDA, IN ABUTMENT IN SOUTHEAST CORNER OF TRUNK
 DL5409'HIGHWAY 59 BRIDGE NUMBER 53002 OVER THE NORTH BRANCH JACK CREEK, 3.70
 DL5409'MI (6.0 KM) SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK
 DL5409'HIGHWAY 59 AND TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59
 DL5409'MILE POINT 24.50, 22.0 FT (6.7 M) EAST OF TRUNK HIGHWAY 59.
 DL5409' 
 DL5409'TO REACH STATION HEAD EAST ON CLARY ST TOWARD OSLO ST FOR 0.5 MI (0.8
 DL5409'KM), THEN TURN LEFT AT HUMISTON AVENUE FOR 1.2 MI (1.9 KM) AND
 DL5409'CONTINUE ON HUMISTAN AVE/US-59 FOR 11.8 MI (19.0 KM) TO STATION MARK.
 DL5409'DISK SET IN BRIDGE WHEN BUILT IN 1980 THEN STAMPED WHEN USED IN 2006.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 DL5410 ***********************************************************************
 DL5410  DESIGNATION -  5304 V
 DL5410  PID         -  DL5410
 DL5410  STATE/COUNTY-  MN/NOBLES
 DL5410  COUNTRY     -  US
 DL5410  USGS QUAD   -  FULDA (1970)
 DL5410
 DL5410                         *CURRENT SURVEY CONTROL
 DL5410  ______________________________________________________________________
 DL5410* NAD 83(1986) POSITION- 43 50 02.5    (N) 095 35 35.6    (W)   HD_HELD2  
 DL5410* NAVD 88 ORTHO HEIGHT -   462.286  (meters)    1516.68  (feet) ADJUSTED  
 DL5410  ______________________________________________________________________
 DL5410  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 DL5410  DYNAMIC HEIGHT  -        462.180 (meters)     1516.34  (feet) COMP
 DL5410  MODELED GRAVITY -    980,374.8   (mgal)                       NAVD 88
 DL5410
 DL5410  VERT ORDER      -  SECOND    CLASS I
 DL5410
 DL5410.The horizontal coordinates were established by autonomous hand held GPS
 DL5410.observations and have an estimated accuracy of +/- 10 meters.
 DL5410.
 DL5410.The orthometric height was determined by differential leveling and
 DL5410.adjusted in May 2010.
 DL5410
 DL5410.Photographs are available for this station.
 DL5410
 DL5410.The dynamic height is computed by dividing the NAVD 88
 DL5410.geopotential number by the normal gravity value computed on the
 DL5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5410.degrees latitude (g = 980.6199 gals.).
 DL5410
 DL5410.The modeled gravity was interpolated from observed gravity values.
 DL5410
 DL5410;                    North         East    Units  Estimated Accuracy
 DL5410;SPC MN S     -   193,920.      671,867.      MT  (+/- 10 meters HH2 GPS)
 DL5410
 DL5410                          SUPERSEDED SURVEY CONTROL
 DL5410
 DL5410.No superseded survey control is available for this station.
 DL5410
 DL5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9150956707(NAD 83)
 DL5410
 DL5410_MARKER: DD = SURVEY DISK
 DL5410_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL5410_STAMPING: 5304 V 2006
 DL5410_MARK LOGO: MNDT  
 DL5410_PROJECTION: RECESSED 3 CENTIMETERS
 DL5410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5410+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DL5410_ROD/PIPE-DEPTH:  6.1 meters
 DL5410
 DL5410  HISTORY     - Date     Condition        Report By
 DL5410  HISTORY     - 2006     MONUMENTED       MNDT
 DL5410
 DL5410                          STATION DESCRIPTION
 DL5410
 DL5410'DESCRIBED BY MN DEPT OF TRANSP 2006
 DL5410'THE MARK IS LOCATED 2.5 MI (4.0 KM) SOUTH OF FULDA, 2.50 MI (4.0 KM)
 DL5410'SOUTH ALONG TRUNK HIGHWAY 59 FROM THE JUNCTION OF TRUNK HIGHWAY 59 AND
 DL5410'TRUNK HIGHWAY 62/COUNTY ROAD 2 IN FULDA, AT HIGHWAY 59 MILE POINT
 DL5410'24.70, 122.8.0 FT (37.4 M) WEST OF TRUNK HIGHWAY 59, 30.3 FT (9.2 M)
 DL5410'SOUTH OF 110TH STREET, 15.5 FT (4.7 M) WEST OF A FIELD ENTRANCE, 1.4
 DL5410'FT (0.4 M) EAST OF A WITNESS POST.
 DL5410' 
 DL5410'TO REACH STATION HEAD EAST ON W FRONT ST TOWARD N ST PAUL AVENUE FOR
 DL5410'0.5 MI (0.8 KM) THEN TURN RIGHT AT MN-59/US-59 CONTINUE TO FOLLOW
 DL5410'US-59 FOR 2.5 MI (4.0 KM) AND STATION ON THE RIGHT.
 DL5410' 
 DL5410'STATION MARK IS A 3/4 INCH (2 CM) DIAMETER ALUMINUM ROD DRIVEN TO
 DL5410'REFUSAL WITH A STANDARD MNDT GEODETIC CONTROL DISK SET ON TOP WITH A
 DL5410'THREE-FOOT PLASTIC STABILIZER FIN SURROUNDED BY A SIX-INCH PVC PIPE
 DL5410'BACKFILLED WITH WASHED SAND.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5695 ***********************************************************************
 AI5695  DESIGNATION -  5305 A
 AI5695  PID         -  AI5695
 AI5695  STATE/COUNTY-  MN/NOBLES
 AI5695  COUNTRY     -  US
 AI5695  USGS QUAD   -  BIGELOW (1976)
 AI5695
 AI5695                         *CURRENT SURVEY CONTROL
 AI5695  ______________________________________________________________________
 AI5695* NAD 83(2007) POSITION- 43 31 09.73980(N) 095 41 03.26382(W)   ADJUSTED  
 AI5695* NAD 83(2007) ELLIP HT-   469.688 (meters)        (02/10/07)   ADJUSTED
 AI5695* NAD 83(2007) EPOCH   -  2002.00
 AI5695* NAVD 88 ORTHO HEIGHT -   496.323  (meters)    1628.35  (feet) ADJUSTED  
 AI5695  ______________________________________________________________________
 AI5695  NAD 83(2007) X  -   -458,855.658 (meters)                     COMP
 AI5695  NAD 83(2007) Y  - -4,609,971.189 (meters)                     COMP
 AI5695  NAD 83(2007) Z  -  4,369,846.164 (meters)                     COMP
 AI5695  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC09
 AI5695  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AI5695  DYNAMIC HEIGHT  -        496.201 (meters)     1627.95  (feet) COMP
 AI5695  MODELED GRAVITY -    980,358.9   (mgal)                       NAVD 88
 AI5695
 AI5695  VERT ORDER      -  SECOND    CLASS I
 AI5695
 AI5695  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5695  Type                                         Horiz  Ellip  Dist(km)
 AI5695  -------------------------------------------------------------------
 AI5695  NETWORK                                       0.36   0.45
 AI5695  -------------------------------------------------------------------
 AI5695  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.32   0.33      2.88
 AI5695  -------------------------------------------------------------------
 AI5695  NOTE: Click here for information on individual local accuracy
 AI5695  values and other accuracy information.
 AI5695
 AI5695
 AI5695.The horizontal coordinates were established by GPS observations
 AI5695.and adjusted by the National Geodetic Survey in February 2007.
 AI5695
 AI5695.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5695.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5695
 AI5695.The horizontal coordinates are valid at the epoch date displayed above
 AI5695.which is a decimal equivalence of Year/Month/Day.
 AI5695
 AI5695.The orthometric height was determined by differential leveling and
 AI5695.adjusted in June 2011.
 AI5695
 AI5695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5695
 AI5695.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5695
 AI5695.The ellipsoidal height was determined by GPS observations
 AI5695.and is referenced to NAD 83.
 AI5695
 AI5695.The dynamic height is computed by dividing the NAVD 88
 AI5695.geopotential number by the normal gravity value computed on the
 AI5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5695.degrees latitude (g = 980.6199 gals.).
 AI5695
 AI5695.The modeled gravity was interpolated from observed gravity values.
 AI5695
 AI5695. The following values were computed from the NAD 83(2007) position.
 AI5695
 AI5695;                    North         East     Units Scale Factor Converg.
 AI5695;SPC MN S     -   159,113.111   663,828.252   MT  1.00006763   -1 10 49.9
 AI5695;SPC MN S     -   522,023.60  2,177,909.86   sFT  1.00006763   -1 10 49.9
 AI5695;UTM  15      - 4,821,993.400   283,059.597   MT  1.00017894   -1 50 56.7
 AI5695
 AI5695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5695!SPC MN S     -   0.99992635  x   1.00006763  =   0.99999398
 AI5695!UTM  15      -   0.99992635  x   1.00017894  =   1.00010528
 AI5695
 AI5695                          SUPERSEDED SURVEY CONTROL
 AI5695
 AI5695  NAD 83(1996)-  43 31 09.73926(N)    095 41 03.26294(W) AD(       ) 1
 AI5695  ELLIP H (06/14/00)  469.719  (m)                       GP(       ) 4 1
 AI5695  NAVD 88 (06/14/00)  496.32   (m)         1628.3    (f) LEVELING    3  
 AI5695
 AI5695.Superseded values are not recommended for survey control.
 AI5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5695.See file dsdata.txt to determine how the superseded data were derived.
 AI5695
 AI5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8305921993(NAD 83)
 AI5695
 AI5695_MARKER: DB = BENCH MARK DISK
 AI5695_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5695_STAMPING: 5305 A 1948
 AI5695_MARK LOGO: MNHD  
 AI5695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5695+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 AI5695
 AI5695  HISTORY     - Date     Condition        Report By
 AI5695  HISTORY     - 1948     MONUMENTED       MNHD
 AI5695  HISTORY     - 19981117 GOOD             MNDT
 AI5695  HISTORY     - 19990223 GOOD             MNDT
 AI5695
 AI5695                          STATION DESCRIPTION
 AI5695
 AI5695'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI5695'THE MARK IS LOCATED NEAR BIGELOW, 75 FT (22.9 M) NW OF TH 60, AT TH 60
 AI5695'MP 1.45 STA 76+00, 1905 FT (580.6 M) NORTH OF JCT OF TH 60 AND E-W TWP
 AI5695'RD, 1.45 MI (2.33 KM) NORTH OF STATE LINE, 47.  1 FT (0.3 M) SE OF
 AI5695'EAST RR RAIL, 0.7 FT (21.3 CM) SE OF WITNESS POST.
 AI5695
 AI5695                          STATION RECOVERY (1999)
 AI5695
 AI5695'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AI5695'RECOVERED AS DESCRIBED WITH THE CORRECTION THE MONUMENT IS A CONCRETE
 AI5695'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5696 ***********************************************************************
 AI5696  DESIGNATION -  5305 B
 AI5696  PID         -  AI5696
 AI5696  STATE/COUNTY-  MN/NOBLES
 AI5696  COUNTRY     -  US
 AI5696  USGS QUAD   -  BIGELOW (1976)
 AI5696
 AI5696                         *CURRENT SURVEY CONTROL
 AI5696  ______________________________________________________________________
 AI5696* NAD 83(2007) POSITION- 43 32 48.90753(N) 095 39 58.90386(W)   ADJUSTED  
 AI5696* NAD 83(2007) ELLIP HT-   478.499 (meters)        (02/10/07)   ADJUSTED
 AI5696* NAD 83(2007) EPOCH   -  2002.00
 AI5696* NAVD 88 ORTHO HEIGHT -   505.133  (meters)    1657.26  (feet) ADJUSTED  
 AI5696  ______________________________________________________________________
 AI5696  NAD 83(2007) X  -   -457,209.686 (meters)                     COMP
 AI5696  NAD 83(2007) Y  - -4,608,022.638 (meters)                     COMP
 AI5696  NAD 83(2007) Z  -  4,372,071.197 (meters)                     COMP
 AI5696  LAPLACE CORR    -         -2.08  (seconds)                    DEFLEC09
 AI5696  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AI5696  DYNAMIC HEIGHT  -        505.010 (meters)     1656.85  (feet) COMP
 AI5696  MODELED GRAVITY -    980,360.0   (mgal)                       NAVD 88
 AI5696
 AI5696  VERT ORDER      -  SECOND    CLASS I
 AI5696
 AI5696  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5696  Type                                         Horiz  Ellip  Dist(km)
 AI5696  -------------------------------------------------------------------
 AI5696  NETWORK                                       0.53   0.65
 AI5696  -------------------------------------------------------------------
 AI5696  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.37   0.39      1.72
 AI5696  -------------------------------------------------------------------
 AI5696  NOTE: Click here for information on individual local accuracy
 AI5696  values and other accuracy information.
 AI5696
 AI5696
 AI5696.The horizontal coordinates were established by GPS observations
 AI5696.and adjusted by the National Geodetic Survey in February 2007.
 AI5696
 AI5696.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5696.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5696
 AI5696.The horizontal coordinates are valid at the epoch date displayed above
 AI5696.which is a decimal equivalence of Year/Month/Day.
 AI5696
 AI5696.The orthometric height was determined by differential leveling and
 AI5696.adjusted in June 2011.
 AI5696
 AI5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5696
 AI5696.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5696
 AI5696.The ellipsoidal height was determined by GPS observations
 AI5696.and is referenced to NAD 83.
 AI5696
 AI5696.The dynamic height is computed by dividing the NAVD 88
 AI5696.geopotential number by the normal gravity value computed on the
 AI5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5696.degrees latitude (g = 980.6199 gals.).
 AI5696
 AI5696.The modeled gravity was interpolated from observed gravity values.
 AI5696
 AI5696. The following values were computed from the NAD 83(2007) position.
 AI5696
 AI5696;                    North         East     Units Scale Factor Converg.
 AI5696;SPC MN S     -   162,143.559   665,335.867   MT  1.00005960   -1 10 04.8
 AI5696;SPC MN S     -   531,965.99  2,182,856.09   sFT  1.00005960   -1 10 04.8
 AI5696;UTM  15      - 4,825,006.370   284,602.672   MT  1.00017073   -1 50 15.7
 AI5696
 AI5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5696!SPC MN S     -   0.99992497  x   1.00005960  =   0.99998457
 AI5696!UTM  15      -   0.99992497  x   1.00017073  =   1.00009569
 AI5696
 AI5696:                Primary Azimuth Mark                     Grid Az
 AI5696:SPC MN S     -  LOCHEDA                                  207 02 13.1
 AI5696:UTM  15      -  LOCHEDA                                  207 42 24.0
 AI5696
 AI5696|---------------------------------------------------------------------|
 AI5696| PID    Reference Object                     Distance      Geod. Az  |
 AI5696|                                                           dddmmss.s |
 AI5696| AI5699 LOCHEDA                             APPROX. 0.5 KM 2055208.3 |
 AI5696|---------------------------------------------------------------------|
 AI5696
 AI5696                          SUPERSEDED SURVEY CONTROL
 AI5696
 AI5696  NAD 83(1996)-  43 32 48.90713(N)    095 39 58.90292(W) AD(       ) 1
 AI5696  ELLIP H (06/14/00)  478.521  (m)                       GP(       ) 4 1
 AI5696  NAVD 88 (06/14/00)  505.13   (m)         1657.2    (f) LEVELING    3  
 AI5696
 AI5696.Superseded values are not recommended for survey control.
 AI5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5696.See file dsdata.txt to determine how the superseded data were derived.
 AI5696
 AI5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8460225006(NAD 83)
 AI5696
 AI5696_MARKER: DB = BENCH MARK DISK
 AI5696_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5696_STAMPING: 5305 B 1948
 AI5696_MARK LOGO: MNHD  
 AI5696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5696+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 AI5696
 AI5696  HISTORY     - Date     Condition        Report By
 AI5696  HISTORY     - 1948     MONUMENTED       MNHD
 AI5696  HISTORY     - 19981117 GOOD             MNDT
 AI5696  HISTORY     - 19990223 GOOD             MNDT
 AI5696
 AI5696                          STATION DESCRIPTION
 AI5696
 AI5696'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI5696'3.3 MI (5.3 KM) NNE OF BIGELOW, 3.55 MI (5.71 KM) NE ON TH 60 FROM
 AI5696'IOWA STATE BORDER LINE, 76 FT (23.2 M) NW OF TH 60, AT TH 60 MP 3.6,
 AI5696'140 FT (42.7 M) SOUTH OF FIELD ENT, 48 FT (14.6 M) SE OF EAST RR RAIL,
 AI5696'2 FT (0.6 M) NE OF WITNESS POST.
 AI5696
 AI5696                          STATION RECOVERY (1999)
 AI5696
 AI5696'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AI5696'RECOVERED AS DESCRIBED WITH THE CORRECTION THE MONUMENT IS A CONCRETE
 AI5696'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5691 ***********************************************************************
 AI5691  DESIGNATION -  5305 C
 AI5691  PID         -  AI5691
 AI5691  STATE/COUNTY-  MN/NOBLES
 AI5691  COUNTRY     -  US
 AI5691  USGS QUAD   -  BIGELOW (1976)
 AI5691
 AI5691                         *CURRENT SURVEY CONTROL
 AI5691  ______________________________________________________________________
 AI5691* NAD 83(2007) POSITION- 43 33 56.97764(N) 095 39 13.65190(W)   ADJUSTED  
 AI5691* NAD 83(2007) ELLIP HT-   471.426 (meters)        (02/10/07)   ADJUSTED
 AI5691* NAD 83(2007) EPOCH   -  2002.00
 AI5691* NAVD 88 ORTHO HEIGHT -   498.056  (meters)    1634.04  (feet) ADJUSTED  
 AI5691  ______________________________________________________________________
 AI5691  NAD 83(2007) X  -   -456,055.604 (meters)                     COMP
 AI5691  NAD 83(2007) Y  - -4,606,677.082 (meters)                     COMP
 AI5691  NAD 83(2007) Z  -  4,373,588.870 (meters)                     COMP
 AI5691  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC09
 AI5691  GEOID HEIGHT    -        -26.63  (meters)                     GEOID09
 AI5691  DYNAMIC HEIGHT  -        497.935 (meters)     1633.64  (feet) COMP
 AI5691  MODELED GRAVITY -    980,361.7   (mgal)                       NAVD 88
 AI5691
 AI5691  VERT ORDER      -  SECOND    CLASS I
 AI5691
 AI5691  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5691  Type                                         Horiz  Ellip  Dist(km)
 AI5691  -------------------------------------------------------------------
 AI5691  NETWORK                                       0.53   0.61
 AI5691  -------------------------------------------------------------------
 AI5691  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.34   0.37      2.53
 AI5691  -------------------------------------------------------------------
 AI5691  NOTE: Click here for information on individual local accuracy
 AI5691  values and other accuracy information.
 AI5691
 AI5691
 AI5691.The horizontal coordinates were established by GPS observations
 AI5691.and adjusted by the National Geodetic Survey in February 2007.
 AI5691
 AI5691.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5691.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5691
 AI5691.The horizontal coordinates are valid at the epoch date displayed above
 AI5691.which is a decimal equivalence of Year/Month/Day.
 AI5691
 AI5691.The orthometric height was determined by differential leveling and
 AI5691.adjusted in June 2011.
 AI5691
 AI5691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5691
 AI5691.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5691
 AI5691.The ellipsoidal height was determined by GPS observations
 AI5691.and is referenced to NAD 83.
 AI5691
 AI5691.The dynamic height is computed by dividing the NAVD 88
 AI5691.geopotential number by the normal gravity value computed on the
 AI5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5691.degrees latitude (g = 980.6199 gals.).
 AI5691
 AI5691.The modeled gravity was interpolated from observed gravity values.
 AI5691
 AI5691. The following values were computed from the NAD 83(2007) position.
 AI5691
 AI5691;                    North         East     Units Scale Factor Converg.
 AI5691;SPC MN S     -   164,223.406   666,394.052   MT  1.00005422   -1 09 33.1
 AI5691;SPC MN S     -   538,789.62  2,186,327.82   sFT  1.00005422   -1 09 33.1
 AI5691;UTM  15      - 4,827,073.928   285,685.227   MT  1.00016500   -1 49 46.8
 AI5691
 AI5691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5691!SPC MN S     -   0.99992608  x   1.00005422  =   0.99998030
 AI5691!UTM  15      -   0.99992608  x   1.00016500  =   1.00009107
 AI5691
 AI5691                          SUPERSEDED SURVEY CONTROL
 AI5691
 AI5691  NAD 83(1996)-  43 33 56.97726(N)    095 39 13.65095(W) AD(       ) 1
 AI5691  ELLIP H (06/14/00)  471.449  (m)                       GP(       ) 4 1
 AI5691  NAVD 88 (06/14/00)  498.05   (m)         1634.0    (f) LEVELING    3  
 AI5691
 AI5691.Superseded values are not recommended for survey control.
 AI5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5691.See file dsdata.txt to determine how the superseded data were derived.
 AI5691
 AI5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8568527073(NAD 83)
 AI5691
 AI5691_MARKER: DB = BENCH MARK DISK
 AI5691_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5691_STAMPING: 5305 C 1948
 AI5691_MARK LOGO: MNHD  
 AI5691_PROJECTION: PROJECTING 8 CENTIMETERS
 AI5691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5691+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 AI5691
 AI5691  HISTORY     - Date     Condition        Report By
 AI5691  HISTORY     - 1948     MONUMENTED       MNHD
 AI5691  HISTORY     - 19981117 GOOD             MNDT
 AI5691  HISTORY     - 19990223 GOOD             MNDT
 AI5691
 AI5691                          STATION DESCRIPTION
 AI5691
 AI5691'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI5691'5 MI (8.0 KM) SW OF WORTHINGTON, AT TH 60 MP 5.05, 75 FT (22.9 M) WEST
 AI5691'OF TH 60, 643 FT (196.0 M) NNW OF END OF CENTERLINE NOSE CONE, 245 FT
 AI5691'(74.7 M) NNW OF CONC CULVERT, 64 FT (19.5 M) NORTH OF FIELD ENT WEST,
 AI5691'0.5 FT (15.2 CM) EAST OF STEEL WITNESS POST.
 AI5691
 AI5691                          STATION RECOVERY (1999)
 AI5691
 AI5691'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AI5691'RECOVERED AS DESCRIBED WITH THE CORRECTION THAT MARK SITS ON A
 AI5691'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5692 ***********************************************************************
 AI5692  DESIGNATION -  5305 D
 AI5692  PID         -  AI5692
 AI5692  STATE/COUNTY-  MN/NOBLES
 AI5692  COUNTRY     -  US
 AI5692  USGS QUAD   -  BIGELOW (1976)
 AI5692
 AI5692                         *CURRENT SURVEY CONTROL
 AI5692  ______________________________________________________________________
 AI5692* NAD 83(2007) POSITION- 43 35 41.81620(N) 095 37 54.95889(W)   ADJUSTED  
 AI5692* NAD 83(2007) ELLIP HT-   460.951 (meters)        (02/10/07)   ADJUSTED
 AI5692* NAD 83(2007) EPOCH   -  2002.00
 AI5692* NAVD 88 ORTHO HEIGHT -   487.581  (meters)    1599.67  (feet) ADJUSTED  
 AI5692  ______________________________________________________________________
 AI5692  NAD 83(2007) X  -   -454,078.400 (meters)                     COMP
 AI5692  NAD 83(2007) Y  - -4,604,623.294 (meters)                     COMP
 AI5692  NAD 83(2007) Z  -  4,375,925.680 (meters)                     COMP
 AI5692  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC09
 AI5692  GEOID HEIGHT    -        -26.64  (meters)                     GEOID09
 AI5692  DYNAMIC HEIGHT  -        487.465 (meters)     1599.29  (feet) COMP
 AI5692  MODELED GRAVITY -    980,366.0   (mgal)                       NAVD 88
 AI5692
 AI5692  VERT ORDER      -  SECOND    CLASS I
 AI5692
 AI5692  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5692  Type                                         Horiz  Ellip  Dist(km)
 AI5692  -------------------------------------------------------------------
 AI5692  NETWORK                                       0.47   0.55
 AI5692  -------------------------------------------------------------------
 AI5692  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.32   0.29      1.32
 AI5692  -------------------------------------------------------------------
 AI5692  NOTE: Click here for information on individual local accuracy
 AI5692  values and other accuracy information.
 AI5692
 AI5692
 AI5692.The horizontal coordinates were established by GPS observations
 AI5692.and adjusted by the National Geodetic Survey in February 2007.
 AI5692
 AI5692.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5692.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5692
 AI5692.The horizontal coordinates are valid at the epoch date displayed above
 AI5692.which is a decimal equivalence of Year/Month/Day.
 AI5692
 AI5692.The orthometric height was determined by differential leveling and
 AI5692.adjusted in June 2011.
 AI5692
 AI5692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5692
 AI5692.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5692
 AI5692.The ellipsoidal height was determined by GPS observations
 AI5692.and is referenced to NAD 83.
 AI5692
 AI5692.The dynamic height is computed by dividing the NAVD 88
 AI5692.geopotential number by the normal gravity value computed on the
 AI5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5692.degrees latitude (g = 980.6199 gals.).
 AI5692
 AI5692.The modeled gravity was interpolated from observed gravity values.
 AI5692
 AI5692. The following values were computed from the NAD 83(2007) position.
 AI5692
 AI5692;                    North         East     Units Scale Factor Converg.
 AI5692;SPC MN S     -   167,422.983   668,224.360   MT  1.00004614   -1 08 37.9
 AI5692;SPC MN S     -   549,286.90  2,192,332.75   sFT  1.00004614   -1 08 37.9
 AI5692;UTM  15      - 4,830,252.199   287,553.089   MT  1.00015519   -1 48 55.9
 AI5692
 AI5692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5692!SPC MN S     -   0.99992772  x   1.00004614  =   0.99997386
 AI5692!UTM  15      -   0.99992772  x   1.00015519  =   1.00008290
 AI5692
 AI5692:                Primary Azimuth Mark                     Grid Az
 AI5692:SPC MN S     -  5305 E                                   051 30 13.1
 AI5692:UTM  15      -  5305 E                                   052 10 31.1
 AI5692
 AI5692|---------------------------------------------------------------------|
 AI5692| PID    Reference Object                     Distance      Geod. Az  |
 AI5692|                                                           dddmmss.s |
 AI5692| AI5693 5305 E                              APPROX. 1.1 KM 0502135.2 |
 AI5692|---------------------------------------------------------------------|
 AI5692
 AI5692                          SUPERSEDED SURVEY CONTROL
 AI5692
 AI5692  NAD 83(1996)-  43 35 41.81583(N)    095 37 54.95793(W) AD(       ) 1
 AI5692  ELLIP H (06/14/00)  460.974  (m)                       GP(       ) 4 1
 AI5692  NAVD 88 (06/14/00)  487.58   (m)         1599.7    (f) LEVELING    3  
 AI5692
 AI5692.Superseded values are not recommended for survey control.
 AI5692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5692.See file dsdata.txt to determine how the superseded data were derived.
 AI5692
 AI5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8755330252(NAD 83)
 AI5692
 AI5692_MARKER: DB = BENCH MARK DISK
 AI5692_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5692_STAMPING: 5305 D 1948
 AI5692_MARK LOGO: MNHD  
 AI5692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5692+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 AI5692
 AI5692  HISTORY     - Date     Condition        Report By
 AI5692  HISTORY     - 1948     MONUMENTED       MNHD
 AI5692  HISTORY     - 19981117 GOOD             MNDT
 AI5692  HISTORY     - 19990223 GOOD             MNDT
 AI5692
 AI5692                          STATION DESCRIPTION
 AI5692
 AI5692'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI5692'1.3 MI (2.1 KM) SW OF WORTHINGTON, 75 FT (22.9 M) NW OF TH 60, AT TH
 AI5692'60 MP 7.45, STA 400+00, 250 FT (76.2 M) SW OF JCT OF CO RD 10 AND TH
 AI5692'60, 47.2 FT (14.4 M) SE OF EAST RR RAIL, 1 FT (0.3 M) NORTH OF WITNESS
 AI5692'POST.
 AI5692
 AI5692                          STATION RECOVERY (1999)
 AI5692
 AI5692'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AI5692'RECOVERED AS DESCRIBED WITH THE EXCEPTION THE MONUMENT IS A CONCRETE
 AI5692'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI5693 ***********************************************************************
 AI5693  DESIGNATION -  5305 E
 AI5693  PID         -  AI5693
 AI5693  STATE/COUNTY-  MN/NOBLES
 AI5693  COUNTRY     -  US
 AI5693  USGS QUAD   -  WORTHINGTON SOUTH (1976)
 AI5693
 AI5693                         *CURRENT SURVEY CONTROL
 AI5693  ______________________________________________________________________
 AI5693* NAD 83(2007) POSITION- 43 36 03.84594(N) 095 37 18.36519(W)   ADJUSTED  
 AI5693* NAD 83(2007) ELLIP HT-   461.566 (meters)        (02/10/07)   ADJUSTED
 AI5693* NAD 83(2007) EPOCH   -  2002.00
 AI5693* NAVD 88 ORTHO HEIGHT -   488.210  (meters)    1601.74  (feet) ADJUSTED  
 AI5693  ______________________________________________________________________
 AI5693  NAD 83(2007) X  -   -453,215.592 (meters)                     COMP
 AI5693  NAD 83(2007) Y  - -4,604,237.597 (meters)                     COMP
 AI5693  NAD 83(2007) Z  -  4,376,418.513 (meters)                     COMP
 AI5693  LAPLACE CORR    -         -2.94  (seconds)                    DEFLEC09
 AI5693  GEOID HEIGHT    -        -26.65  (meters)                     GEOID09
 AI5693  DYNAMIC HEIGHT  -        488.094 (meters)     1601.36  (feet) COMP
 AI5693  MODELED GRAVITY -    980,367.5   (mgal)                       NAVD 88
 AI5693
 AI5693  VERT ORDER      -  SECOND    CLASS I
 AI5693
 AI5693  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI5693  Type                                         Horiz  Ellip  Dist(km)
 AI5693  -------------------------------------------------------------------
 AI5693  NETWORK                                       0.46   0.53
 AI5693  -------------------------------------------------------------------
 AI5693  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.36   0.35      3.12
 AI5693  -------------------------------------------------------------------
 AI5693  NOTE: Click here for information on individual local accuracy
 AI5693  values and other accuracy information.
 AI5693
 AI5693
 AI5693.The horizontal coordinates were established by GPS observations
 AI5693.and adjusted by the National Geodetic Survey in February 2007.
 AI5693
 AI5693.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI5693.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI5693
 AI5693.The horizontal coordinates are valid at the epoch date displayed above
 AI5693.which is a decimal equivalence of Year/Month/Day.
 AI5693
 AI5693.The orthometric height was determined by differential leveling and
 AI5693.adjusted in June 2011.
 AI5693
 AI5693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5693
 AI5693.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI5693
 AI5693.The ellipsoidal height was determined by GPS observations
 AI5693.and is referenced to NAD 83.
 AI5693
 AI5693.The dynamic height is computed by dividing the NAVD 88
 AI5693.geopotential number by the normal gravity value computed on the
 AI5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI5693.degrees latitude (g = 980.6199 gals.).
 AI5693
 AI5693.The modeled gravity was interpolated from observed gravity values.
 AI5693
 AI5693. The following values were computed from the NAD 83(2007) position.
 AI5693
 AI5693;                    North         East     Units Scale Factor Converg.
 AI5693;SPC MN S     -   168,086.434   669,058.540   MT  1.00004447   -1 08 12.3
 AI5693;SPC MN S     -   551,463.58  2,195,069.56   sFT  1.00004447   -1 08 12.3
 AI5693;UTM  15      - 4,830,905.894   288,395.081   MT  1.00015080   -1 48 31.4
 AI5693
 AI5693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5693!SPC MN S     -   0.99992763  x   1.00004447  =   0.99997209
 AI5693!UTM  15      -   0.99992763  x   1.00015080  =   1.00007842
 AI5693
 AI5693:                Primary Azimuth Mark                     Grid Az
 AI5693:SPC MN S     -  5305 D                                   231 30 12.8
 AI5693:UTM  15      -  5305 D                                   232 10 31.9
 AI5693
 AI5693|---------------------------------------------------------------------|
 AI5693| PID    Reference Object                     Distance      Geod. Az  |
 AI5693|                                                           dddmmss.s |
 AI5693| AI5692 5305 D                              APPROX. 1.1 KM 2302200.5 |
 AI5693|---------------------------------------------------------------------|
 AI5693
 AI5693                          SUPERSEDED SURVEY CONTROL
 AI5693
 AI5693  NAD 83(1996)-  43 36 03.84557(N)    095 37 18.36423(W) AD(       ) 1
 AI5693  ELLIP H (06/14/00)  461.589  (m)                       GP(       ) 4 1
 AI5693  NAVD 88 (06/14/00)  488.21   (m)         1601.7    (f) LEVELING    3  
 AI5693
 AI5693.Superseded values are not recommended for survey control.
 AI5693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5693.See file dsdata.txt to determine how the superseded data were derived.
 AI5693
 AI5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ8839530905(NAD 83)
 AI5693
 AI5693_MARKER: DB = BENCH MARK DISK
 AI5693_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI5693_STAMPING: 5305 E 1948
 AI5693_MARK LOGO: MNHD  
 AI5693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5693+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 AI5693
 AI5693  HISTORY     - Date     Condition        Report By
 AI5693  HISTORY     - 1948     MONUMENTED       MNHD
 AI5693  HISTORY     - 19981117 GOOD             MNDT
 AI5693  HISTORY     - 19990223 GOOD             MNDT
 AI5693
 AI5693                          STATION DESCRIPTION
 AI5693
 AI5693'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH)
 AI5693'AT SOUTH EDGE OF WORTHINGTON, 75 FT (22.9 M) NW OF TH 60, AT TH 60 MP
 AI5693'8.15, STA 454+34.2, 47 FT (14.3 M) SE OF EAST RR RAIL OF, 0.6 FT (18.3
 AI5693'CM) SE OF WITNESS POST.
 AI5693
 AI5693                          STATION RECOVERY (1999)
 AI5693
 AI5693'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 AI5693'RECOVERED AS DESCRIBED WITH THE EXCEPTION THE MONUMENT IS A CONCRETE
 AI5693'POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0692 ***********************************************************************
 OP0692  DESIGNATION -  5306 A
 OP0692  PID         -  OP0692
 OP0692  STATE/COUNTY-  MN/NOBLES
 OP0692  COUNTRY     -  US
 OP0692  USGS QUAD   -  WORTHINGTON SOUTH (1976)
 OP0692
 OP0692                         *CURRENT SURVEY CONTROL
 OP0692  ______________________________________________________________________
 OP0692* NAD 83(1986) POSITION- 43 37 24.9    (N) 095 35 18.9    (W)   HD_HELD2  
 OP0692* NAVD 88 ORTHO HEIGHT -   484.254  (meters)    1588.76  (feet) ADJUSTED  
 OP0692  ______________________________________________________________________
 OP0692  GEOID HEIGHT    -        -26.67  (meters)                     GEOID09
 OP0692  DYNAMIC HEIGHT  -        484.142 (meters)     1588.39  (feet) COMP
 OP0692  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 OP0692
 OP0692  VERT ORDER      -  SECOND    CLASS I
 OP0692
 OP0692.The horizontal coordinates were established by autonomous hand held GPS
 OP0692.observations and have an estimated accuracy of +/- 10 meters.
 OP0692.
 OP0692.The orthometric height was determined by differential leveling and
 OP0692.adjusted in June 1991.
 OP0692
 OP0692.The dynamic height is computed by dividing the NAVD 88
 OP0692.geopotential number by the normal gravity value computed on the
 OP0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0692.degrees latitude (g = 980.6199 gals.).
 OP0692
 OP0692.The modeled gravity was interpolated from observed gravity values.
 OP0692
 OP0692;                    North         East    Units  Estimated Accuracy
 OP0692;SPC MN S     -   170,535.      671,786.      MT  (+/- 10 meters HH2 GPS)
 OP0692
 OP0692                          SUPERSEDED SURVEY CONTROL
 OP0692
 OP0692.No superseded survey control is available for this station.
 OP0692
 OP0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9115133322(NAD 83)
 OP0692
 OP0692_MARKER: DV = VERTICAL CONTROL DISK
 OP0692_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OP0692_SP_SET: WATER TANK BASE
 OP0692_STAMPING: 5306 A 1974
 OP0692_MARK LOGO: MNHD  
 OP0692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0692+STABILITY: SURFACE MOTION
 OP0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OP0692+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 OP0692
 OP0692  HISTORY     - Date     Condition        Report By
 OP0692  HISTORY     - 1974     MONUMENTED       MNHD
 OP0692  HISTORY     - 1975     GOOD             MNDT
 OP0692  HISTORY     - 19981117 GOOD             MNDT
 OP0692  HISTORY     - 19990223 GOOD             MNDT
 OP0692
 OP0692                          STATION DESCRIPTION
 OP0692
 OP0692'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0692'IN WORTHINGTON.
 OP0692'THE MARK IS LOCATED 0.45 MILE (4 CITY BLOCKS) WEST ALONG TRUNK HIGHWAY
 OP0692'59 (OXFORD STREET) FROM THE JUNCTION OF TRUNK HIGHWAYS 59 AND 60 IN
 OP0692'WORTHINGTON, THENCE, 0.5 MILE (4 CITY BLOCKS) SOUTH ALONG GRAND
 OP0692'AVENUE.  IT IS 73.0 FEET SOUTH OF THE SOUTH CURB OF OKABENA STREET,
 OP0692'50.4 FEET NORTHWEST OF THE NORTHWEST CURB OF SECOND AVENUE, AND 10.0
 OP0692'FEET WEST OF THE EXTENDED CENTER OF GRAND AVENUE.  IT IS A MINNESOTA
 OP0692'HIGHWAY DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK CEMENTED IN THE
 OP0692'SOUTHWEST CORNER OF THE 4.0 FOOT SQUARE CONCRETE BASE OF THE EAST LEG
 OP0692'OF THE WORTHINGTON WATER TANK (GREEN).  SW 1/4 SECTION 24, T 102N, R
 OP0692'40W.
 OP0692
 OP0692                          STATION RECOVERY (1998)
 OP0692
 OP0692'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 OP0692'RECOVERED AS DESCRIBED.
 OP0692
 OP0692                          STATION RECOVERY (1999)
 OP0692
 OP0692'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0692'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0691 ***********************************************************************
 OP0691  DESIGNATION -  5306 B
 OP0691  PID         -  OP0691
 OP0691  STATE/COUNTY-  MN/NOBLES
 OP0691  COUNTRY     -  US
 OP0691  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0691
 OP0691                         *CURRENT SURVEY CONTROL
 OP0691  ______________________________________________________________________
 OP0691* NAD 83(2007) POSITION- 43 37 39.72182(N) 095 34 47.30494(W)   ADJUSTED  
 OP0691* NAD 83(2007) ELLIP HT-   458.576 (meters)        (02/10/07)   ADJUSTED
 OP0691* NAD 83(2007) EPOCH   -  2002.00
 OP0691* NAVD 88 ORTHO HEIGHT -   485.247  (meters)    1592.01  (feet) ADJUSTED  
 OP0691  ______________________________________________________________________
 OP0691  NAD 83(2007) X  -   -449,644.823 (meters)                     COMP
 OP0691  NAD 83(2007) Y  - -4,602,534.553 (meters)                     COMP
 OP0691  NAD 83(2007) Z  -  4,378,558.890 (meters)                     COMP
 OP0691  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC09
 OP0691  GEOID HEIGHT    -        -26.68  (meters)                     GEOID09
 OP0691  DYNAMIC HEIGHT  -        485.135 (meters)     1591.65  (feet) COMP
 OP0691  MODELED GRAVITY -    980,373.5   (mgal)                       NAVD 88
 OP0691
 OP0691  VERT ORDER      -  SECOND    CLASS I
 OP0691
 OP0691  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP0691  Type                                         Horiz  Ellip  Dist(km)
 OP0691  -------------------------------------------------------------------
 OP0691  NETWORK                                       0.39   0.49
 OP0691  -------------------------------------------------------------------
 OP0691  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.33   0.35      2.44
 OP0691  -------------------------------------------------------------------
 OP0691  NOTE: Click here for information on individual local accuracy
 OP0691  values and other accuracy information.
 OP0691
 OP0691
 OP0691.The horizontal coordinates were established by GPS observations
 OP0691.and adjusted by the National Geodetic Survey in February 2007.
 OP0691
 OP0691.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP0691.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP0691
 OP0691.The horizontal coordinates are valid at the epoch date displayed above
 OP0691.which is a decimal equivalence of Year/Month/Day.
 OP0691
 OP0691.The orthometric height was determined by differential leveling and
 OP0691.adjusted in June 1991.
 OP0691
 OP0691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP0691
 OP0691.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0691
 OP0691.The ellipsoidal height was determined by GPS observations
 OP0691.and is referenced to NAD 83.
 OP0691
 OP0691.The dynamic height is computed by dividing the NAVD 88
 OP0691.geopotential number by the normal gravity value computed on the
 OP0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0691.degrees latitude (g = 980.6199 gals.).
 OP0691
 OP0691.The modeled gravity was interpolated from observed gravity values.
 OP0691
 OP0691. The following values were computed from the NAD 83(2007) position.
 OP0691
 OP0691;                    North         East     Units Scale Factor Converg.
 OP0691;SPC MN S     -   170,978.617   672,503.241   MT  1.00003735   -1 06 26.4
 OP0691;SPC MN S     -   560,952.35  2,206,371.05   sFT  1.00003735   -1 06 26.4
 OP0691;UTM  15      - 4,833,757.726   291,873.849   MT  1.00013283   -1 46 50.3
 OP0691
 OP0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0691!SPC MN S     -   0.99992809  x   1.00003735  =   0.99996544
 OP0691!UTM  15      -   0.99992809  x   1.00013283  =   1.00006092
 OP0691
 OP0691:                Primary Azimuth Mark                     Grid Az
 OP0691:SPC MN S     -  5302 G                                   355 54 05.7
 OP0691:UTM  15      -  5302 G                                   356 34 29.6
 OP0691
 OP0691|---------------------------------------------------------------------|
 OP0691| PID    Reference Object                     Distance      Geod. Az  |
 OP0691|                                                           dddmmss.s |
 OP0691| OP0693 5302 G                              405.640 METERS 3544739.3 |
 OP0691|---------------------------------------------------------------------|
 OP0691
 OP0691                          SUPERSEDED SURVEY CONTROL
 OP0691
 OP0691  NAD 83(1996)-  43 37 39.72148(N)    095 34 47.30398(W) AD(       ) 1
 OP0691  ELLIP H (06/14/00)  458.598  (m)                       GP(       ) 4 1
 OP0691  NAVD 88 (06/14/00)  485.25   (m)         1592.0    (f) LEVELING    3  
 OP0691
 OP0691.Superseded values are not recommended for survey control.
 OP0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0691.See file dsdata.txt to determine how the superseded data were derived.
 OP0691
 OP0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9187333757(NAD 83)
 OP0691
 OP0691_MARKER: DV = VERTICAL CONTROL DISK
 OP0691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0691_SP_SET: BRIDGE
 OP0691_STAMPING: 5306 B 1974
 OP0691_MARK LOGO: MNHD  
 OP0691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP0691+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 OP0691
 OP0691  HISTORY     - Date     Condition        Report By
 OP0691  HISTORY     - 1974     MONUMENTED       MNHD
 OP0691  HISTORY     - 1975     GOOD             MNDT
 OP0691  HISTORY     - 19961022 GOOD             MNDT
 OP0691  HISTORY     - 19981117 GOOD             MNDT
 OP0691  HISTORY     - 19990223 GOOD             MNDT
 OP0691
 OP0691                          STATION DESCRIPTION
 OP0691
 OP0691'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0691'IN WORTHINGTON.
 OP0691'THE MARK IS LOCATED 0.25 MILE SOUTH ALONG TRUNK HIGHWAYS 59 AND 60
 OP0691'FROM THEIR JUNCTION AT WORTHINGTON AND IS AT THE EXTENDED CENTERLINE
 OP0691'OF CLARY STREET.  IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL
 OP0691'CONTROL MARK (VCM) DISK SET IN THE SOUTHEAST CORNER (WALK WAY)  OF
 OP0691'BRIDGE NUMBER 5466 (CHICAGO AND NORTHWESTERN RAILWAY OVER TRUNK
 OP0691'HIGHWAYS 59 AND 60).  IT IS 7.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 OP0691'4.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST WALKWAY AND
 OP0691'0.5 FOOT NORTHWEST OF THE SOUTHEAST STEEL RAILING.  NE 1/4 SECTION 24,
 OP0691'T 102N, R 40W.
 OP0691
 OP0691                          STATION RECOVERY (1996)
 OP0691
 OP0691'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP0691'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OP0691
 OP0691                          STATION RECOVERY (1998)
 OP0691
 OP0691'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH)
 OP0691'RECOVERED AS DESCRIBED, AT TH 60 MP 11.25.
 OP0691
 OP0691                          STATION RECOVERY (1999)
 OP0691
 OP0691'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH)
 OP0691'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0690 ***********************************************************************
 OP0690  DESIGNATION -  5306 C
 OP0690  PID         -  OP0690
 OP0690  STATE/COUNTY-  MN/NOBLES
 OP0690  COUNTRY     -  US
 OP0690  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0690
 OP0690                         *CURRENT SURVEY CONTROL
 OP0690  ______________________________________________________________________
 OP0690* NAD 83(1986) POSITION- 43 37 54.     (N) 095 34 07.     (W)   SCALED    
 OP0690* NAVD 88 ORTHO HEIGHT -   483.618  (meters)    1586.67  (feet) ADJUSTED  
 OP0690  ______________________________________________________________________
 OP0690  GEOID HEIGHT    -        -26.70  (meters)                     GEOID09
 OP0690  DYNAMIC HEIGHT  -        483.507 (meters)     1586.31  (feet) COMP
 OP0690  MODELED GRAVITY -    980,374.6   (mgal)                       NAVD 88
 OP0690
 OP0690  VERT ORDER      -  SECOND    CLASS I
 OP0690
 OP0690.The horizontal coordinates were scaled from a topographic map and have
 OP0690.an estimated accuracy of +/- 6 seconds.
 OP0690.
 OP0690.The orthometric height was determined by differential leveling and
 OP0690.adjusted in June 1991.
 OP0690
 OP0690.The dynamic height is computed by dividing the NAVD 88
 OP0690.geopotential number by the normal gravity value computed on the
 OP0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0690.degrees latitude (g = 980.6199 gals.).
 OP0690
 OP0690.The modeled gravity was interpolated from observed gravity values.
 OP0690
 OP0690;                    North         East    Units  Estimated Accuracy
 OP0690;SPC MN S     -   171,400.      673,420.      MT  (+/- 180 meters Scaled)
 OP0690
 OP0690                          SUPERSEDED SURVEY CONTROL
 OP0690
 OP0690.No superseded survey control is available for this station.
 OP0690
 OP0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ927341(NAD 83)
 OP0690
 OP0690_MARKER: DD = SURVEY DISK
 OP0690_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0690_SP_SET: BASE
 OP0690_STAMPING: 5306 C 1974
 OP0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0690
 OP0690  HISTORY     - Date     Condition        Report By
 OP0690  HISTORY     - 1974     MONUMENTED       MNDT
 OP0690
 OP0690                          STATION DESCRIPTION
 OP0690
 OP0690'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0690'0.6 MI W FROM WORTHINGTON.
 OP0690'THE MARK IS LOCATED 0.55 MILE NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0690'OF TH 60 AND TH 59 IN WORTHINGTON, THENCE, 0.2 MILE SOUTHEAST AND
 OP0690'SOUTH ALONG A TOWNSHIP ROAD.  IT IS 148.5 FEET EAST OF THE CENTER OF A
 OP0690'NORTH-SOUTH TOWNSHIP ROAD, 134.5 FEET NORTH OF THE CENTER OF AN
 OP0690'EAST-WEST TOWNSHIP ROAD, AND 112.4 FEET SOUTHEAST OF THE SOUTHWEST
 OP0690'CORNER OF A ONE STORY METAL BUILDING.  IT IS A MINNESOTA HIGHWAY
 OP0690'DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK CEMENTED IN THE SOUTHEAST
 OP0690'CORNER OF THE CONCRETE BASE OF THE EAST LEG OF THE WORTHINGTON WATER
 OP0690'TANK (RED AND WHITE CHECKED), SET ABOUT LEVEL WITH THE LAWN.  SW 1/4
 OP0690'SECTION 18, T 102N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0689 ***********************************************************************
 OP0689  DESIGNATION -  5306 D
 OP0689  PID         -  OP0689
 OP0689  STATE/COUNTY-  MN/NOBLES
 OP0689  COUNTRY     -  US
 OP0689  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0689
 OP0689                         *CURRENT SURVEY CONTROL
 OP0689  ______________________________________________________________________
 OP0689* NAD 83(1986) POSITION- 43 38 48.     (N) 095 33 07.     (W)   SCALED    
 OP0689* NAVD 88 ORTHO HEIGHT -   473.516  (meters)    1553.53  (feet) ADJUSTED  
 OP0689  ______________________________________________________________________
 OP0689  GEOID HEIGHT    -        -26.72  (meters)                     GEOID09
 OP0689  DYNAMIC HEIGHT  -        473.409 (meters)     1553.18  (feet) COMP
 OP0689  MODELED GRAVITY -    980,377.4   (mgal)                       NAVD 88
 OP0689
 OP0689  VERT ORDER      -  SECOND    CLASS I
 OP0689
 OP0689.The horizontal coordinates were scaled from a topographic map and have
 OP0689.an estimated accuracy of +/- 6 seconds.
 OP0689.
 OP0689.The orthometric height was determined by differential leveling and
 OP0689.adjusted in June 1991.
 OP0689
 OP0689.The dynamic height is computed by dividing the NAVD 88
 OP0689.geopotential number by the normal gravity value computed on the
 OP0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0689.degrees latitude (g = 980.6199 gals.).
 OP0689
 OP0689.The modeled gravity was interpolated from observed gravity values.
 OP0689
 OP0689;                    North         East    Units  Estimated Accuracy
 OP0689;SPC MN S     -   173,040.      674,790.      MT  (+/- 180 meters Scaled)
 OP0689
 OP0689                          SUPERSEDED SURVEY CONTROL
 OP0689
 OP0689.No superseded survey control is available for this station.
 OP0689
 OP0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ941357(NAD 83)
 OP0689
 OP0689_MARKER: DD = SURVEY DISK
 OP0689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0689_SP_SET: ABUTMENT
 OP0689_STAMPING: 5306 D 1974
 OP0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0689
 OP0689  HISTORY     - Date     Condition        Report By
 OP0689  HISTORY     - 1974     MONUMENTED       MNDT
 OP0689
 OP0689                          STATION DESCRIPTION
 OP0689
 OP0689'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0689'1.8 MI NW FROM WORTHINGTON.
 OP0689'THE MARK IS LOCATED 1.85 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0689'OF TH 60 AND TH 59 IN WORTHINGTON AND 0.9 MILE NORTHEAST OF FAI 90. IT
 OP0689'IS 194.0 FEET NORTHEAST OF A CROSSING OF A RAILROAD AND A ROAD WHICH
 OP0689'GOES TO A RENDERING PLANT, 7.0 FEET NORTHWEST OF AND 1.0 FOOT LOWER
 OP0689'THAN THE NORTHWEST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD TRACK. IT
 OP0689'IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK
 OP0689'CEMENTED IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF RAILROAD
 OP0689'BRIDGE NO. 672 (STEEL SPAN) OVER OKABENA CREEK. SW 1/4 SECTION 8, T
 OP0689'102N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0688 ***********************************************************************
 OP0688  DESIGNATION -  5306 E
 OP0688  PID         -  OP0688
 OP0688  STATE/COUNTY-  MN/NOBLES
 OP0688  COUNTRY     -  US
 OP0688  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0688
 OP0688                         *CURRENT SURVEY CONTROL
 OP0688  ______________________________________________________________________
 OP0688* NAD 83(1986) POSITION- 43 39 12.     (N) 095 32 19.     (W)   SCALED    
 OP0688* NAVD 88 ORTHO HEIGHT -   473.180  (meters)    1552.42  (feet) ADJUSTED  
 OP0688  ______________________________________________________________________
 OP0688  GEOID HEIGHT    -        -26.74  (meters)                     GEOID09
 OP0688  DYNAMIC HEIGHT  -        473.073 (meters)     1552.07  (feet) COMP
 OP0688  MODELED GRAVITY -    980,378.7   (mgal)                       NAVD 88
 OP0688
 OP0688  VERT ORDER      -  SECOND    CLASS I
 OP0688
 OP0688.The horizontal coordinates were scaled from a topographic map and have
 OP0688.an estimated accuracy of +/- 6 seconds.
 OP0688.
 OP0688.The orthometric height was determined by differential leveling and
 OP0688.adjusted in June 1991.
 OP0688
 OP0688.The dynamic height is computed by dividing the NAVD 88
 OP0688.geopotential number by the normal gravity value computed on the
 OP0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0688.degrees latitude (g = 980.6199 gals.).
 OP0688
 OP0688.The modeled gravity was interpolated from observed gravity values.
 OP0688
 OP0688;                    North         East    Units  Estimated Accuracy
 OP0688;SPC MN S     -   173,760.      675,880.      MT  (+/- 180 meters Scaled)
 OP0688
 OP0688                          SUPERSEDED SURVEY CONTROL
 OP0688
 OP0688.No superseded survey control is available for this station.
 OP0688
 OP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ952365(NAD 83)
 OP0688
 OP0688_MARKER: DD = SURVEY DISK
 OP0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0688_SP_SET: FOUNDATION
 OP0688_STAMPING: 5306 E 1974
 OP0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0688
 OP0688  HISTORY     - Date     Condition        Report By
 OP0688  HISTORY     - 1974     MONUMENTED       MNDT
 OP0688  HISTORY     - 1975     GOOD             MNDT
 OP0688
 OP0688                          STATION DESCRIPTION
 OP0688
 OP0688'DESCRIBED BY MN DEPT OF TRANSP 1975
 OP0688'2.6 MI NE FROM WORTHINGTON.
 OP0688'THE MARK IS LOCATED 2.6 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0688'OF TH 60 AND TH 59 IN WORTHINGTON.  IT IS ABOUT 300 FEET SOUTHEAST OF
 OP0688'TH 60 AT MILEPOINT 13.95, 73.5 FEET SOUTHWEST OF THE RAILROAD RIGHT OF
 OP0688'WAY FENCE, AND 190.0 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 OP0688'THE OFFICE BUILDING ATTACHED TO THE GRAIN ELEVATOR AT WAYNE
 OP0688'FEEDS-ALLIED MILLS, INC.  IT IS A MINNESOTA HIGHWAY DEPARTMENT
 OP0688'VERTICAL CONTROL MARK (VCM) DISK CEMENTED IN THE WEST EDGE OF THE
 OP0688'CIRCULAR FOUNDATION OF A LARGE STORAGE TANK (BLUE).  NE 1/4 SECTION 8,
 OP0688'T 102N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0685 ***********************************************************************
 OP0685  DESIGNATION -  5306 F
 OP0685  PID         -  OP0685
 OP0685  STATE/COUNTY-  MN/NOBLES
 OP0685  COUNTRY     -  US
 OP0685  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0685
 OP0685                         *CURRENT SURVEY CONTROL
 OP0685  ______________________________________________________________________
 OP0685* NAD 83(1996) POSITION- 43 39 29.03745(N) 095 31 58.52841(W)   NO CHECK  
 OP0685* NAVD 88 ORTHO HEIGHT -   473.658  (meters)    1553.99  (feet) ADJUSTED  
 OP0685  ______________________________________________________________________
 OP0685  LAPLACE CORR    -         -5.06  (seconds)                    DEFLEC09
 OP0685  GEOID HEIGHT    -        -26.75  (meters)                     GEOID09
 OP0685  DYNAMIC HEIGHT  -        473.551 (meters)     1553.64  (feet) COMP
 OP0685  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 OP0685
 OP0685  HORZ ORDER      -  THIRD
 OP0685  VERT ORDER      -  SECOND    CLASS I
 OP0685
 OP0685.The horizontal coordinates were established by classical geodetic methods
 OP0685.and adjusted by the National Geodetic Survey in March 1999.
 OP0685.
 OP0685.No horizontal observational check was made to the station.
 OP0685.
 OP0685.The orthometric height was determined by differential leveling and
 OP0685.adjusted in June 1991.
 OP0685
 OP0685.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP0685
 OP0685.The dynamic height is computed by dividing the NAVD 88
 OP0685.geopotential number by the normal gravity value computed on the
 OP0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0685.degrees latitude (g = 980.6199 gals.).
 OP0685
 OP0685.The modeled gravity was interpolated from observed gravity values.
 OP0685
 OP0685. The following values were computed from the NAD 83(1996) position.
 OP0685
 OP0685;                    North         East     Units Scale Factor Converg.
 OP0685;SPC MN S     -   174,279.859   676,349.652   MT  1.00002949   -1 04 28.1
 OP0685;SPC MN S     -   571,783.17  2,218,990.48   sFT  1.00002949   -1 04 28.1
 OP0685;UTM  15      - 4,837,013.784   295,759.177   MT  1.00011312   -1 44 57.2
 OP0685
 OP0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP0685!SPC MN S     -   0.99992992  x   1.00002949  =   0.99995941
 OP0685!UTM  15      -   0.99992992  x   1.00011312  =   1.00004304
 OP0685
 OP0685                          SUPERSEDED SURVEY CONTROL
 OP0685
 OP0685  NAD 83(1996)-  43 39 29.03549(N)    095 31 58.52114(W) AD(       ) 3
 OP0685  NAD 83(1995)-  43 39 29.03421(N)    095 31 58.51719(W) AD(       ) 3
 OP0685  NAD 83(1986)-  43 39 29.03430(N)    095 31 58.51699(W) AD(       ) 3
 OP0685  NAD 27      -  43 39 29.16840(N)    095 31 57.48528(W) AD(       ) 3
 OP0685  NGVD 29 (07/19/86)  473.52   (m)         1553.5    (f) LEVELING    3  
 OP0685
 OP0685.Superseded values are not recommended for survey control.
 OP0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0685.See file dsdata.txt to determine how the superseded data were derived.
 OP0685
 OP0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ9575937013(NAD 83)
 OP0685
 OP0685_MARKER: DD = SURVEY DISK
 OP0685_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0685+WITH SETTING: INTO GROUND
 OP0685_STAMPING: 5306 F 1974
 OP0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0685+STABILITY: SURFACE MOTION
 OP0685
 OP0685  HISTORY     - Date     Condition        Report By
 OP0685  HISTORY     - 1974     MONUMENTED       MNDT
 OP0685  HISTORY     - 1974     GOOD             MNDT
 OP0685
 OP0685                          STATION DESCRIPTION
 OP0685
 OP0685'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0685'TO REACH STATION LORAIN MNHD FROM THE JUNCTION OF TRUNK HIGHWAY I-90
 OP0685'AND TRUNK HIGHWAY 60 IN WORTHINGTON GO NORTHEAST ON TRUNK HIGHWAY 60
 OP0685'FOR 2.2 MILES TO COUNTY ROAD 3 AND THE STATION ON THE RIGHT.
 OP0685'
 OP0685'A STANDARD MNHD VERTICAL CONTROL MARK
 OP0685'DISK STAMPED 5306 F 1974, IS CRIMPED ON THE END OF A 5/8 INCH
 OP0685'BY 24 FOOT DRIVEN COPPER COATED STEEL ROD AND PROJECTS 0.2 FOOT
 OP0685'ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 60.0 FEET WEST OF
 OP0685'THE CENTERLINE OF A GRAVEL ROAD, 46.0 FEET SOUTHEAST OF THE
 OP0685'SOUTHEAST RAIL OF THE CHICAGO NORTHWESTERN RAILROAD, AND 0.5
 OP0685'FEET NORTHWEST OF A STEEL WITNESS POST.
 OP0685
 OP0685                          STATION RECOVERY (1974)
 OP0685
 OP0685'RECOVERY NOTE BY MN DEPT OF TRANSP 1974
 OP0685'3.0 MI NE FROM WORTHINGTON.
 OP0685'THE MARK IS LOCATED 3.1 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0685'OF TH 60 AND TH 59 IN WORTHINGTON.  IT IS 135.0 FEET SOUTHEAST OF THE
 OP0685'CENTERLINE OF TH 60 AT MILEPOINT 14.5, 89.0 FEET SOUTHEAST OF A
 OP0685'TELEGRAPH POLE, 59.5 FEET WEST OF THE CENTER OF THE TOWNSHIP ROAD,
 OP0685'49.3 FEET SOUTHEAST OF, AND 1.0 FOOT LOWER THAN THE SOUTHEAST RAIL OF
 OP0685'THE CHICAGO-NORTHWESTERN RAILROAD.  IT IS ALSO 112.5 FEET SOUTH OF
 OP0685'MNHD TRAVERSE STATION LORAIN, AND 91.0 FEET SOUTHEAST OF LORAIN RM2.
 OP0685'IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK
 OP0685'CRIMPED TO 24.0 FEET OF COPPER CLAD STEEL ROD AND IS 0.5 FOOT
 OP0685'NORTHWEST OF A STEEL WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 OP0685'ABOVE GROUND LEVEL.  NE 1/4 SECTION 8, T 102N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0684 ***********************************************************************
 OP0684  DESIGNATION -  5306 G
 OP0684  PID         -  OP0684
 OP0684  STATE/COUNTY-  MN/NOBLES
 OP0684  COUNTRY     -  US
 OP0684  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0684
 OP0684                         *CURRENT SURVEY CONTROL
 OP0684  ______________________________________________________________________
 OP0684* NAD 83(1986) POSITION- 43 39 48.     (N) 095 31 31.     (W)   SCALED    
 OP0684* NAVD 88 ORTHO HEIGHT -   465.943  (meters)    1528.68  (feet) ADJUSTED  
 OP0684  ______________________________________________________________________
 OP0684  GEOID HEIGHT    -        -26.76  (meters)                     GEOID09
 OP0684  DYNAMIC HEIGHT  -        465.839 (meters)     1528.34  (feet) COMP
 OP0684  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OP0684
 OP0684  VERT ORDER      -  SECOND    CLASS I
 OP0684
 OP0684.The horizontal coordinates were scaled from a topographic map and have
 OP0684.an estimated accuracy of +/- 6 seconds.
 OP0684.
 OP0684.The orthometric height was determined by differential leveling and
 OP0684.adjusted in June 1991.
 OP0684
 OP0684.The dynamic height is computed by dividing the NAVD 88
 OP0684.geopotential number by the normal gravity value computed on the
 OP0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0684.degrees latitude (g = 980.6199 gals.).
 OP0684
 OP0684.The modeled gravity was interpolated from observed gravity values.
 OP0684
 OP0684;                    North         East    Units  Estimated Accuracy
 OP0684;SPC MN S     -   174,850.      676,980.      MT  (+/- 180 meters Scaled)
 OP0684
 OP0684                          SUPERSEDED SURVEY CONTROL
 OP0684
 OP0684.No superseded survey control is available for this station.
 OP0684
 OP0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ963375(NAD 83)
 OP0684
 OP0684_MARKER: DD = SURVEY DISK
 OP0684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OP0684_SP_SET: CULVERT
 OP0684_STAMPING: 5306 G 1974
 OP0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP0684
 OP0684  HISTORY     - Date     Condition        Report By
 OP0684  HISTORY     - 1974     MONUMENTED       MNDT
 OP0684
 OP0684                          STATION DESCRIPTION
 OP0684
 OP0684'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0684'3.6 MI NE FROM WORTHINGTON.
 OP0684'THE MARK IS LOCATED 3.6 MILES NORTHEAST ALONG TH 60 FROM THE JUNCTION
 OP0684'OF TH 60 AND TH 59 IN WORTHINGTON AND 2.75 MILES NORTHEAST OF FAI 90.
 OP0684'IT IS 177.5 FEET NORTH-NORTHEAST OF A TELEGRAPH POLE (WITH RAILROAD
 OP0684'MILE MARKER 173), 29.0 FEET SOUTHEAST OF, AND LEVEL WITH THE TH 60
 OP0684'CENTERLINE AT MILEPOINT 15.1.  IT IS A MINNESOTA HIGHWAY DEPARTMENT
 OP0684'VERTICAL CONTROL MARK (VCM) DISK CEMENTED IN THE SOUTHWEST END OF THE
 OP0684'SOUTHEAST HEADWALL OF A CONCRETE BOX CULVERT (6.0 FEET BY 8.0 FEET )
 OP0684'UNDER TH 60.  SW 1/4 SECTION 4, T 102N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0481 ***********************************************************************
 OP0481  DESIGNATION -  5306 H
 OP0481  PID         -  OP0481
 OP0481  STATE/COUNTY-  MN/NOBLES
 OP0481  COUNTRY     -  US
 OP0481  USGS QUAD   -  WORTHINGTON NORTH (1982)
 OP0481
 OP0481                         *CURRENT SURVEY CONTROL
 OP0481  ______________________________________________________________________
 OP0481* NAD 83(1986) POSITION- 43 40 37.     (N) 095 30 12.     (W)   SCALED    
 OP0481* NAVD 88 ORTHO HEIGHT -   462.856  (meters)    1518.55  (feet) ADJUSTED  
 OP0481  ______________________________________________________________________
 OP0481  GEOID HEIGHT    -        -26.79  (meters)                     GEOID09
 OP0481  DYNAMIC HEIGHT  -        462.753 (meters)     1518.22  (feet) COMP
 OP0481  MODELED GRAVITY -    980,382.1   (mgal)                       NAVD 88
 OP0481
 OP0481  VERT ORDER      -  SECOND    CLASS I
 OP0481
 OP0481.The horizontal coordinates were scaled from a topographic map and have
 OP0481.an estimated accuracy of +/- 6 seconds.
 OP0481.
 OP0481.The orthometric height was determined by differential leveling and
 OP0481.adjusted in June 1991.
 OP0481
 OP0481.The dynamic height is computed by dividing the NAVD 88
 OP0481.geopotential number by the normal gravity value computed on the
 OP0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0481.degrees latitude (g = 980.6199 gals.).
 OP0481
 OP0481.The modeled gravity was interpolated from observed gravity values.
 OP0481
 OP0481;                    North         East    Units  Estimated Accuracy
 OP0481;SPC MN S     -   176,330.      678,780.      MT  (+/- 180 meters Scaled)
 OP0481
 OP0481                          SUPERSEDED SURVEY CONTROL
 OP0481
 OP0481.No superseded survey control is available for this station.
 OP0481
 OP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ982390(NAD 83)
 OP0481
 OP0481_MARKER: DD = SURVEY DISK
 OP0481_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0481+WITH SETTING: INTO GROUND
 OP0481_STAMPING: 5306 H 1974
 OP0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0481+STABILITY: SURFACE MOTION
 OP0481
 OP0481  HISTORY     - Date     Condition        Report By
 OP0481  HISTORY     - 1974     MONUMENTED       MNDT
 OP0481
 OP0481                          STATION DESCRIPTION
 OP0481
 OP0481'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0481'2.3 MI SW FROM BREWSTER.
 OP0481'THE MARK IS LOCATED 2.3 MILES SOUTHWEST ALONG TH 60 FROM THE JUNCTION
 OP0481'OF TH 60 AND NOBLES COUNTY ROAD 1 IN BREWSTER.  IT IS 130.0 FEET
 OP0481'SOUTHEAST OF TH 60 AT MILEPOINT 16.4, 95.0 FEET EAST OF BELL TELEPHONE
 OP0481'BURIED CABLE MARKER NO. 400, 66.5 FEET SOUTH OF A TELEGRAPH POLE, 12.8
 OP0481'FEET SOUTHEAST OF, AND 2.0 FEET LOWER THAN THE SOUTHEAST RAIL OF THE
 OP0481'CHICAGO-NORTHWESTERN RAILROAD.  IT IS A MINNESOTA HIGHWAY DEPARTMENT
 OP0481'VERTICAL CONTROL MARK (VCM) DISK CRIMPED TO 22.0 FEET OF COPPER CLAD
 OP0481'STEEL ROD AND 1.2 FEET NORTHEAST OF A STEEL WITNESS POST. THE MARK
 OP0481'PROJECTS ABOUT 3 INCHES ABOVE GROUND LEVEL.  SW 1/4 SECTION 34, T
 OP0481'103N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0480 ***********************************************************************
 OP0480  DESIGNATION -  5306 J
 OP0480  PID         -  OP0480
 OP0480  STATE/COUNTY-  MN/NOBLES
 OP0480  COUNTRY     -  US
 OP0480  USGS QUAD   -  BREWSTER (1976)
 OP0480
 OP0480                         *CURRENT SURVEY CONTROL
 OP0480  ______________________________________________________________________
 OP0480* NAD 83(1986) POSITION- 43 40 49.     (N) 095 29 56.     (W)   SCALED    
 OP0480* NAVD 88 ORTHO HEIGHT -   458.383  (meters)    1503.88  (feet) ADJUSTED  
 OP0480  ______________________________________________________________________
 OP0480  GEOID HEIGHT    -        -26.80  (meters)                     GEOID09
 OP0480  DYNAMIC HEIGHT  -        458.280 (meters)     1503.54  (feet) COMP
 OP0480  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 OP0480
 OP0480  VERT ORDER      -  SECOND    CLASS I
 OP0480
 OP0480.The horizontal coordinates were scaled from a topographic map and have
 OP0480.an estimated accuracy of +/- 6 seconds.
 OP0480.
 OP0480.The orthometric height was determined by differential leveling and
 OP0480.adjusted in June 1991.
 OP0480
 OP0480.The dynamic height is computed by dividing the NAVD 88
 OP0480.geopotential number by the normal gravity value computed on the
 OP0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0480.degrees latitude (g = 980.6199 gals.).
 OP0480
 OP0480.The modeled gravity was interpolated from observed gravity values.
 OP0480
 OP0480;                    North         East    Units  Estimated Accuracy
 OP0480;SPC MN S     -   176,700.      679,140.      MT  (+/- 180 meters Scaled)
 OP0480
 OP0480                          SUPERSEDED SURVEY CONTROL
 OP0480
 OP0480.No superseded survey control is available for this station.
 OP0480
 OP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ985393(NAD 83)
 OP0480
 OP0480_MARKER: DD = SURVEY DISK
 OP0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0480_SP_SET: BRIDGE
 OP0480_STAMPING: 5306 J 1974
 OP0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0480
 OP0480  HISTORY     - Date     Condition        Report By
 OP0480  HISTORY     - 1974     MONUMENTED       MNDT
 OP0480
 OP0480                          STATION DESCRIPTION
 OP0480
 OP0480'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0480'1.9 MI SW FROM BREWSTER.
 OP0480'THE MARK IS LOCATED 1.9 MILES SOUTHWEST ALONG TH 60 FROM THE JUNCTION
 OP0480'OF TH 60 AND NOBLES COUNTY ROAD 1 IN BREWSTER.  IT IS 106.0 FEET
 OP0480'SOUTHEAST OF, AND LEVEL WITH THE CENTERLINE OF TH 60 AT MILEPOINT
 OP0480'16.8, 14.5 FEET NORTHWEST OF, AND 7.0 FEET LOWER THAN THE NORTHWEST
 OP0480'RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD.  IT IS A MINNESOTA HIGHWAY
 OP0480'DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK SET IN THE CENTER OF THE
 OP0480'NORTHWEST END OF THE SOUTHWEST BRIDGE SEAT OF RAILROAD BRIDGE NO. 667
 OP0480'OVER A SMALL CREEK.  SE 1/4 SECTION 34, T 103N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0479 ***********************************************************************
 OP0479  DESIGNATION -  5306 K
 OP0479  PID         -  OP0479
 OP0479  STATE/COUNTY-  MN/NOBLES
 OP0479  COUNTRY     -  US
 OP0479  USGS QUAD   -  BREWSTER (1976)
 OP0479
 OP0479                         *CURRENT SURVEY CONTROL
 OP0479  ______________________________________________________________________
 OP0479* NAD 83(1986) POSITION- 43 41 04.     (N) 095 29 33.     (W)   SCALED    
 OP0479* NAVD 88 ORTHO HEIGHT -   456.648  (meters)    1498.19  (feet) ADJUSTED  
 OP0479  ______________________________________________________________________
 OP0479  GEOID HEIGHT    -        -26.81  (meters)                     GEOID09
 OP0479  DYNAMIC HEIGHT  -        456.546 (meters)     1497.85  (feet) COMP
 OP0479  MODELED GRAVITY -    980,380.5   (mgal)                       NAVD 88
 OP0479
 OP0479  VERT ORDER      -  SECOND    CLASS I
 OP0479
 OP0479.The horizontal coordinates were scaled from a topographic map and have
 OP0479.an estimated accuracy of +/- 6 seconds.
 OP0479.
 OP0479.The orthometric height was determined by differential leveling and
 OP0479.adjusted in June 1991.
 OP0479
 OP0479.The dynamic height is computed by dividing the NAVD 88
 OP0479.geopotential number by the normal gravity value computed on the
 OP0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0479.degrees latitude (g = 980.6199 gals.).
 OP0479
 OP0479.The modeled gravity was interpolated from observed gravity values.
 OP0479
 OP0479;                    North         East    Units  Estimated Accuracy
 OP0479;SPC MN S     -   177,150.      679,660.      MT  (+/- 180 meters Scaled)
 OP0479
 OP0479                          SUPERSEDED SURVEY CONTROL
 OP0479
 OP0479.No superseded survey control is available for this station.
 OP0479
 OP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ991398(NAD 83)
 OP0479
 OP0479_MARKER: DD = SURVEY DISK
 OP0479_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0479_SP_SET: BRIDGE
 OP0479_STAMPING: 5306 K 1974
 OP0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0479
 OP0479  HISTORY     - Date     Condition        Report By
 OP0479  HISTORY     - 1974     MONUMENTED       MNDT
 OP0479
 OP0479                          STATION DESCRIPTION
 OP0479
 OP0479'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0479'1.5 MI SW FROM BREWSTER.
 OP0479'THE MARK IS LOCATED 1.5 MILES SOUTHWEST ALONG TH 60 FROM THE JUNCTION
 OP0479'OF TH 60 AND NOBLES COUNTY ROAD 1 IN BREWSTER.  IT IS 115.0 FEET
 OP0479'SOUTHWEST OF, AND 4.0 FEET HIGHER THAN THE CENTERLINE OF TH 60 AT
 OP0479'MILEPOINT 17.25, 6.3 FEET NORTHWEST OF, AND 1.0 FOOT LOWER THAN THE
 OP0479'NORTHWEST RAIL OF THE CHICAGO-NORTHWESTERN RAILROAD.  IT IS A
 OP0479'MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK RAILROAD
 OP0479'BRIDGE NO. 666 OVER ELK CREEK.  NW 1/4 SECTION 35, T 103N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0478 ***********************************************************************
 OP0478  DESIGNATION -  5306 L
 OP0478  PID         -  OP0478
 OP0478  STATE/COUNTY-  MN/NOBLES
 OP0478  COUNTRY     -  US
 OP0478  USGS QUAD   -  BREWSTER (1976)
 OP0478
 OP0478                         *CURRENT SURVEY CONTROL
 OP0478  ______________________________________________________________________
 OP0478* NAD 83(1986) POSITION- 43 41 32.     (N) 095 28 48.     (W)   SCALED    
 OP0478* NAVD 88 ORTHO HEIGHT -   455.636  (meters)    1494.87  (feet) ADJUSTED  
 OP0478  ______________________________________________________________________
 OP0478  GEOID HEIGHT    -        -26.83  (meters)                     GEOID09
 OP0478  DYNAMIC HEIGHT  -        455.534 (meters)     1494.53  (feet) COMP
 OP0478  MODELED GRAVITY -    980,380.3   (mgal)                       NAVD 88
 OP0478
 OP0478  VERT ORDER      -  SECOND    CLASS I
 OP0478
 OP0478.The horizontal coordinates were scaled from a topographic map and have
 OP0478.an estimated accuracy of +/- 6 seconds.
 OP0478.
 OP0478.The orthometric height was determined by differential leveling and
 OP0478.adjusted in June 1991.
 OP0478
 OP0478.The dynamic height is computed by dividing the NAVD 88
 OP0478.geopotential number by the normal gravity value computed on the
 OP0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0478.degrees latitude (g = 980.6199 gals.).
 OP0478
 OP0478.The modeled gravity was interpolated from observed gravity values.
 OP0478
 OP0478;                    North         East    Units  Estimated Accuracy
 OP0478;SPC MN S     -   178,000.      680,690.      MT  (+/- 180 meters Scaled)
 OP0478
 OP0478                          SUPERSEDED SURVEY CONTROL
 OP0478
 OP0478.No superseded survey control is available for this station.
 OP0478
 OP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ001406(NAD 83)
 OP0478
 OP0478_MARKER: DD = SURVEY DISK
 OP0478_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 OP0478+WITH SETTING: INTO GROUND
 OP0478_STAMPING: 5306 L 1974
 OP0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0478+STABILITY: SURFACE MOTION
 OP0478
 OP0478  HISTORY     - Date     Condition        Report By
 OP0478  HISTORY     - 1974     MONUMENTED       MNDT
 OP0478
 OP0478                          STATION DESCRIPTION
 OP0478
 OP0478'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0478'0.7 MI SW FROM BREWSTER.
 OP0478'THE MARK IS LOCATED 0.7 MILE SOUTHWEST ALONG TH 60 FROM THE JUNCTION
 OP0478'OF TH 60 AND NOBLES COUNTY ROAD 1 IN BREWSTER AND 0.4 MILE NORTHEAST
 OP0478'OF NOBLES COUNTY ROAD 14.  IT IS 191.5 FEET SOUTHEAST OF TH 60
 OP0478'MILEPOST 18, 172.5 FEET SOUTHEAST OF THE TH 60 CENTERLINE, 88.4 FEET
 OP0478'SOUTHEAST OF A TELEGRAPH POLE (FIRST POLE SOUTHWEST OF A RAILROAD MILE
 OP0478'MARKER NO. 170), 45.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 OP0478'CHICAGO-NORTHWESTERN RAILROAD AND 1.0 FEET NORTHWEST OF A FENCE LINE.
 OP0478'IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL MARK (VCM) DISK
 OP0478'CRIMPED TO 15 FEET OF COPPER CLAD STEEL ROD AND 0.6 FOOT NORTHWEST OF
 OP0478'A STEEL WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE GROUND
 OP0478'LEVEL.  SE 1/4 SECTION 26, T 103N, R 39W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0474 ***********************************************************************
 OP0474  DESIGNATION -  5306 M
 OP0474  PID         -  OP0474
 OP0474  STATE/COUNTY-  MN/NOBLES
 OP0474  COUNTRY     -  US
 OP0474  USGS QUAD   -  BREWSTER (1976)
 OP0474
 OP0474                         *CURRENT SURVEY CONTROL
 OP0474  ______________________________________________________________________
 OP0474* NAD 83(1986) POSITION- 43 41 54.     (N) 095 28 01.     (W)   SCALED    
 OP0474* NAVD 88 ORTHO HEIGHT -   452.821  (meters)    1485.63  (feet) ADJUSTED  
 OP0474  ______________________________________________________________________
 OP0474  GEOID HEIGHT    -        -26.86  (meters)                     GEOID09
 OP0474  DYNAMIC HEIGHT  -        452.719 (meters)     1485.30  (feet) COMP
 OP0474  MODELED GRAVITY -    980,379.5   (mgal)                       NAVD 88
 OP0474
 OP0474  VERT ORDER      -  SECOND    CLASS I
 OP0474
 OP0474.The horizontal coordinates were scaled from a topographic map and have
 OP0474.an estimated accuracy of +/- 6 seconds.
 OP0474.
 OP0474.The orthometric height was determined by differential leveling and
 OP0474.adjusted in June 1991.
 OP0474
 OP0474.The dynamic height is computed by dividing the NAVD 88
 OP0474.geopotential number by the normal gravity value computed on the
 OP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0474.degrees latitude (g = 980.6199 gals.).
 OP0474
 OP0474.The modeled gravity was interpolated from observed gravity values.
 OP0474
 OP0474;                    North         East    Units  Estimated Accuracy
 OP0474;SPC MN S     -   178,660.      681,750.      MT  (+/- 180 meters Scaled)
 OP0474
 OP0474                          SUPERSEDED SURVEY CONTROL
 OP0474
 OP0474.No superseded survey control is available for this station.
 OP0474
 OP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUJ012413(NAD 83)
 OP0474
 OP0474_MARKER: DD = SURVEY DISK
 OP0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OP0474_SP_SET: BUILDING
 OP0474_STAMPING: 5306 M 1974
 OP0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP0474
 OP0474  HISTORY     - Date     Condition        Report By
 OP0474  HISTORY     - 1974     MONUMENTED       MNDT
 OP0474
 OP0474                          STATION DESCRIPTION
 OP0474
 OP0474'DESCRIBED BY MN DEPT OF TRANSP 1974
 OP0474'IN BREWSTER.
 OP0474'THE MARK IS LOCATED 0.1 MILE (3 CITY BLOCKS) SOUTHEAST ALONG NOBLES
 OP0474'COUNTY ROAD 1 FROM THE JUNCTION OF NOBLES COUNTY ROAD 1 AND TH 60 IN
 OP0474'BREWSTER, THENCE 0.05 MILE (1 CITY BLOCK) NORTHEAST ALONG A CITY
 OP0474'STREET.  IT IS 72.0 FEET NORTHEAST OF THE CENTER OF THE STREET AND
 OP0474'40.5 FEET WEST OF THE NORTHWEST CORNER OF A ONE STORY BLOCK BUILDING
 OP0474'(CITY OFFICES).  IT IS A MINNESOTA HIGHWAY DEPARTMENT VERTICAL CONTROL
 OP0474'MARK (VCM) DISK CEMENTED IN THE SOUTHEAST CORNER OF THE CONCRETE BASE
 OP0474'FOR THE EAST LEG OF THE BREWSTER WATER TANK.  NW 1/4 SECTION 25, T 103
 OP0474'N, R 39 W.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1236 ***********************************************************************
 OQ1236  DESIGNATION -  5307 A
 OQ1236  PID         -  OQ1236
 OQ1236  STATE/COUNTY-  MN/NOBLES
 OQ1236  COUNTRY     -  US
 OQ1236  USGS QUAD   -  ELLSWORTH (1967)
 OQ1236
 OQ1236                         *CURRENT SURVEY CONTROL
 OQ1236  ______________________________________________________________________
 OQ1236* NAD 83(1986) POSITION- 43 30 01.     (N) 096 01 07.     (W)   SCALED    
 OQ1236* NAVD 88 ORTHO HEIGHT -   437.073  (meters)    1433.96  (feet) ADJUSTED  
 OQ1236  ______________________________________________________________________
 OQ1236  GEOID HEIGHT    -        -26.57  (meters)                     GEOID09
 OQ1236  DYNAMIC HEIGHT  -        436.959 (meters)     1433.59  (feet) COMP
 OQ1236  MODELED GRAVITY -    980,347.0   (mgal)                       NAVD 88
 OQ1236
 OQ1236  VERT ORDER      -  SECOND    CLASS I
 OQ1236
 OQ1236.The horizontal coordinates were scaled from a topographic map and have
 OQ1236.an estimated accuracy of +/- 6 seconds.
 OQ1236.
 OQ1236.The orthometric height was determined by differential leveling and
 OQ1236.adjusted in June 1995.
 OQ1236
 OQ1236.The dynamic height is computed by dividing the NAVD 88
 OQ1236.geopotential number by the normal gravity value computed on the
 OQ1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1236.degrees latitude (g = 980.6199 gals.).
 OQ1236
 OQ1236.The modeled gravity was interpolated from observed gravity values.
 OQ1236
 OQ1236;                    North         East    Units  Estimated Accuracy
 OQ1236;SPC MN S     -   157,600.      636,750.      MT  (+/- 180 meters Scaled)
 OQ1236
 OQ1236                          SUPERSEDED SURVEY CONTROL
 OQ1236
 OQ1236.No superseded survey control is available for this station.
 OQ1236
 OQ1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP410206(NAD 83)
 OQ1236
 OQ1236_MARKER: DB = BENCH MARK DISK
 OQ1236_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OQ1236_SP_SET: PREFAB CONC. POST IN EARTH
 OQ1236_STAMPING: 5307 A 1948
 OQ1236_MARK LOGO: MNHD  
 OQ1236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1236+STABILITY: SURFACE MOTION
 OQ1236
 OQ1236  HISTORY     - Date     Condition        Report By
 OQ1236  HISTORY     - 1948     MONUMENTED       MNHD
 OQ1236  HISTORY     - 19880727 GOOD             MNDT
 OQ1236
 OQ1236                          STATION DESCRIPTION
 OQ1236
 OQ1236'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1236'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE TOWN OF
 OQ1236'ELLSWORTH, IN THE SE 1/4 OF SECTION 32, T101N, R43W, ALONG THE
 OQ1236'MINNESOTA-IOWA STATE LINE, IN THE NORTHWEST QUADRANT OF THE
 OQ1236'INTERSECTION OF TRUNK HIGHWAY 91 AND AN EAST-WEST GRAVEL ROAD, 1.5 MI
 OQ1236'(2.4 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH COUNTY
 OQ1236'ROAD 11 IN ELLSWORTH.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OQ1236'STAMPED---5307 A 1948---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST
 OQ1236'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OQ1236'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY 91.  THE MARK IS
 OQ1236'73.0 FT (22.3 M) WEST OF THE CENTERLINE OF TRUNK HIGHWAY 91 AT
 OQ1236'MILEPOINT 0.03, 155 FT (47.2 M) NORTH OF THE CENTER OF A GRAVEL ROAD,
 OQ1236'2 FT (0.6 M) EAST OF A FENCELINE, AND 1.5 FT (0.5 M) SOUTHEAST OF A
 OQ1236'STEEL WITNESS POST. STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES
 OQ1236'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1233 ***********************************************************************
 OQ1233  DESIGNATION -  5307 C
 OQ1233  PID         -  OQ1233
 OQ1233  STATE/COUNTY-  MN/NOBLES
 OQ1233  COUNTRY     -  US
 OQ1233  USGS QUAD   -  ELLSWORTH (1967)
 OQ1233
 OQ1233                         *CURRENT SURVEY CONTROL
 OQ1233  ______________________________________________________________________
 OQ1233* NAD 83(1986) POSITION- 43 31 20.     (N) 096 01 05.     (W)   SCALED    
 OQ1233* NAVD 88 ORTHO HEIGHT -   442.537  (meters)    1451.89  (feet) ADJUSTED  
 OQ1233  ______________________________________________________________________
 OQ1233  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 OQ1233  DYNAMIC HEIGHT  -        442.422 (meters)     1451.51  (feet) COMP
 OQ1233  MODELED GRAVITY -    980,348.3   (mgal)                       NAVD 88
 OQ1233
 OQ1233  VERT ORDER      -  SECOND    CLASS I
 OQ1233
 OQ1233.The horizontal coordinates were scaled from a topographic map and have
 OQ1233.an estimated accuracy of +/- 6 seconds.
 OQ1233.
 OQ1233.The orthometric height was determined by differential leveling and
 OQ1233.adjusted in June 1995.
 OQ1233
 OQ1233.The dynamic height is computed by dividing the NAVD 88
 OQ1233.geopotential number by the normal gravity value computed on the
 OQ1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1233.degrees latitude (g = 980.6199 gals.).
 OQ1233
 OQ1233.The modeled gravity was interpolated from observed gravity values.
 OQ1233
 OQ1233;                    North         East    Units  Estimated Accuracy
 OQ1233;SPC MN S     -   160,040.      636,850.      MT  (+/- 180 meters Scaled)
 OQ1233
 OQ1233                          SUPERSEDED SURVEY CONTROL
 OQ1233
 OQ1233.No superseded survey control is available for this station.
 OQ1233
 OQ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP409231(NAD 83)
 OQ1233
 OQ1233_MARKER: DB = BENCH MARK DISK
 OQ1233_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OQ1233_SP_SET: PREFAB CONC. POST IN EARTH
 OQ1233_STAMPING: 5307 C 1948
 OQ1233_MARK LOGO: MNHD  
 OQ1233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1233+STABILITY: SURFACE MOTION
 OQ1233
 OQ1233  HISTORY     - Date     Condition        Report By
 OQ1233  HISTORY     - 1948     MONUMENTED       MNHD
 OQ1233  HISTORY     - 19880727 GOOD             MNDT
 OQ1233
 OQ1233                          STATION DESCRIPTION
 OQ1233
 OQ1233'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1233'THE MARK IS LOCATED NEAR THE CENTER OF THE TOWN OF ELLSWORTH, IN THE
 OQ1233'NE 1/4 OF SECTION 29, T101N, R43W, IN FRONT OF THE ST MARYS CATHOLIC
 OQ1233'CHURCH, ABOUT 200 FT (61.0 M) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS
 OQ1233'JUNCTION WITH COUNTY ROAD 11.  THE MARK, A STANDARD MNHD BENCH MARK
 OQ1233'DISK STAMPED---5307 C 1948---, IS SET IN THE TOP OF A 6-FOOT LONG
 OQ1233'PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE
 OQ1233'GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE HIGHWAY.
 OQ1233'THE MARK IS 34.0 FT (10.4 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY
 OQ1233'91 AT MILEPOINT 1.55, 3.0 FT (0.9 M) EAST OF THE EAST CURB OF THE
 OQ1233'HIGHWAY, AND 20.0 FT (6.1 M) WEST AND 7.0 FT (2.1 M) SOUTH OF THE
 OQ1233'BOTTOM STEP OF THE CHURCH.  STEEL ROD IN THE PRECAST CONCRETE
 OQ1233'MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1226 ***********************************************************************
 OQ1226  DESIGNATION -  5307 E
 OQ1226  PID         -  OQ1226
 OQ1226  STATE/COUNTY-  MN/NOBLES
 OQ1226  COUNTRY     -  US
 OQ1226  USGS QUAD   -  ELLSWORTH (1967)
 OQ1226
 OQ1226                         *CURRENT SURVEY CONTROL
 OQ1226  ______________________________________________________________________
 OQ1226* NAD 83(1986) POSITION- 43 33 31.     (N) 096 00 49.     (W)   SCALED    
 OQ1226* NAVD 88 ORTHO HEIGHT -   447.202  (meters)    1467.20  (feet) ADJUSTED  
 OQ1226  ______________________________________________________________________
 OQ1226  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 OQ1226  DYNAMIC HEIGHT  -        447.088 (meters)     1466.82  (feet) COMP
 OQ1226  MODELED GRAVITY -    980,351.2   (mgal)                       NAVD 88
 OQ1226
 OQ1226  VERT ORDER      -  SECOND    CLASS I
 OQ1226
 OQ1226.The horizontal coordinates were scaled from a topographic map and have
 OQ1226.an estimated accuracy of +/- 6 seconds.
 OQ1226.
 OQ1226.The orthometric height was determined by differential leveling and
 OQ1226.adjusted in June 1995.
 OQ1226
 OQ1226.The dynamic height is computed by dividing the NAVD 88
 OQ1226.geopotential number by the normal gravity value computed on the
 OQ1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1226.degrees latitude (g = 980.6199 gals.).
 OQ1226
 OQ1226.The modeled gravity was interpolated from observed gravity values.
 OQ1226
 OQ1226;                    North         East    Units  Estimated Accuracy
 OQ1226;SPC MN S     -   164,070.      637,310.      MT  (+/- 180 meters Scaled)
 OQ1226
 OQ1226                          SUPERSEDED SURVEY CONTROL
 OQ1226
 OQ1226.No superseded survey control is available for this station.
 OQ1226
 OQ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP412271(NAD 83)
 OQ1226
 OQ1226_MARKER: DB = BENCH MARK DISK
 OQ1226_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OQ1226_SP_SET: PREFAB CONC. POST IN EARTH
 OQ1226_STAMPING: 5307 E 1948
 OQ1226_MARK LOGO: MNHD  
 OQ1226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OQ1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1226+STABILITY: SURFACE MOTION
 OQ1226
 OQ1226  HISTORY     - Date     Condition        Report By
 OQ1226  HISTORY     - 1948     MONUMENTED       MNHD
 OQ1226  HISTORY     - 19880727 GOOD             MNDT
 OQ1226
 OQ1226                          STATION DESCRIPTION
 OQ1226
 OQ1226'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1226'THE MARK IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF THE TOWN OF
 OQ1226'ELLSWORTH, IN THE SE 1/4 OF SECTION 8, T101N, R43W, IN THE NORTHWEST
 OQ1226'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 91 AND AN EAST-WEST
 OQ1226'GRAVEL ROAD, 2.6 MI (4.2 KM) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS
 OQ1226'JUNCTION WITH COUNTY ROAD 11 IN ELLSWORTH.  THE MARK, A STANDARD MNHD
 OQ1226'BENCH MARK DISK STAMPED---5307 E 1948---, IS SET IN THE TOP OF A
 OQ1226'6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE
 OQ1226'OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF TRUNK HIGHWAY
 OQ1226'91.  THE MARK IS 73.0 FT (22.3 M) WEST OF THE CENTERLINE OF TRUNK
 OQ1226'HIGHWAY 91 AT MILEPOINT 4.1, 100 FT (30.5 M) NORTH OF THE CENTER OF A
 OQ1226'GRAVEL ROAD, AND 1.5 FT (0.5 M) EAST OF A STEEL WITNESS POST.  STEEL
 OQ1226'ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1374 ***********************************************************************
 OP1374  DESIGNATION -  5307 G
 OP1374  PID         -  OP1374
 OP1374  STATE/COUNTY-  MN/NOBLES
 OP1374  COUNTRY     -  US
 OP1374  USGS QUAD   -  ADRIAN SW (1967)
 OP1374
 OP1374                         *CURRENT SURVEY CONTROL
 OP1374  ______________________________________________________________________
 OP1374* NAD 83(2007) POSITION- 43 34 21.20603(N) 095 59 37.17552(W)   ADJUSTED  
 OP1374* NAD 83(2007) ELLIP HT-   436.429 (meters)        (02/10/07)   ADJUSTED
 OP1374* NAD 83(2007) EPOCH   -  2002.00
 OP1374* NAVD 88 ORTHO HEIGHT -   462.943  (meters)    1518.84  (feet) ADJUSTED  
 OP1374  ______________________________________________________________________
 OP1374  NAD 83(2007) X  -   -483,316.887 (meters)                     COMP
 OP1374  NAD 83(2007) Y  - -4,603,353.014 (meters)                     COMP
 OP1374  NAD 83(2007) Z  -  4,374,106.558 (meters)                     COMP
 OP1374  LAPLACE CORR    -         -0.52  (seconds)                    DEFLEC09
 OP1374  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 OP1374  DYNAMIC HEIGHT  -        462.826 (meters)     1518.46  (feet) COMP
 OP1374  MODELED GRAVITY -    980,351.7   (mgal)                       NAVD 88
 OP1374
 OP1374  VERT ORDER      -  SECOND    CLASS I
 OP1374
 OP1374  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 OP1374  Type                                         Horiz  Ellip  Dist(km)
 OP1374  -------------------------------------------------------------------
 OP1374  NETWORK                                       0.55   0.53
 OP1374  -------------------------------------------------------------------
 OP1374  MEDIAN LOCAL ACCURACY AND DIST (011 points)   0.69   0.55      6.84
 OP1374  -------------------------------------------------------------------
 OP1374  NOTE: Click here for information on individual local accuracy
 OP1374  values and other accuracy information.
 OP1374
 OP1374
 OP1374.The horizontal coordinates were established by GPS observations
 OP1374.and adjusted by the National Geodetic Survey in February 2007.
 OP1374
 OP1374.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 OP1374.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 OP1374
 OP1374.The horizontal coordinates are valid at the epoch date displayed above
 OP1374.which is a decimal equivalence of Year/Month/Day.
 OP1374
 OP1374.The orthometric height was determined by differential leveling and
 OP1374.adjusted in June 1995.
 OP1374
 OP1374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OP1374
 OP1374.The Laplace correction was computed from DEFLEC09 derived deflections.
 OP1374
 OP1374.The ellipsoidal height was determined by GPS observations
 OP1374.and is referenced to NAD 83.
 OP1374
 OP1374.The dynamic height is computed by dividing the NAVD 88
 OP1374.geopotential number by the normal gravity value computed on the
 OP1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1374.degrees latitude (g = 980.6199 gals.).
 OP1374
 OP1374.The modeled gravity was interpolated from observed gravity values.
 OP1374
 OP1374. The following values were computed from the NAD 83(2007) position.
 OP1374
 OP1374;                    North         East     Units Scale Factor Converg.
 OP1374;SPC MN S     -   165,583.537   638,960.165   MT  1.00005233   -1 23 50.7
 OP1374;SPC MN S     -   543,251.99  2,096,321.81   sFT  1.00005233   -1 23 50.7
 OP1374;UTM  15      - 4,828,754.476   258,263.954   MT  1.00031885   -2 03 52.0
 OP1374;UTM  14      - 4,828,791.465   742,760.017   MT  1.00032495   +2 04 23.5
 OP1374
 OP1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OP1374!SPC MN S     -   0.99993157  x   1.00005233  =   0.99998389
 OP1374!UTM  15      -   0.99993157  x   1.00031885  =   1.00025040
 OP1374!UTM  14      -   0.99993157  x   1.00032495  =   1.00025649
 OP1374
 OP1374                          SUPERSEDED SURVEY CONTROL
 OP1374
 OP1374  NAD 83(1996)-  43 34 21.20533(N)    095 59 37.17469(W) AD(       ) 1
 OP1374  ELLIP H (02/05/03)  436.461  (m)                       GP(       ) 3 2
 OP1374  NAVD 88 (02/05/03)  462.9    (m)  GEOID99 model used   GPS OBS        
 OP1374
 OP1374.Superseded values are not recommended for survey control.
 OP1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP1374.See file dsdata.txt to determine how the superseded data were derived.
 OP1374
 OP1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ5826328754(NAD 83)
 OP1374
 OP1374_MARKER: DB = BENCH MARK DISK
 OP1374_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1374_SP_SET: PREFAB CONC. POST IN EARTH
 OP1374_STAMPING: 5307 G 1948
 OP1374_MARK LOGO: MNHD  
 OP1374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OP1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1374+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1996
 OP1374
 OP1374  HISTORY     - Date     Condition        Report By
 OP1374  HISTORY     - 1948     MONUMENTED       MNHD
 OP1374  HISTORY     - 19880727 GOOD             MNDT
 OP1374  HISTORY     - 19961022 GOOD             MNDT
 OP1374
 OP1374                          STATION DESCRIPTION
 OP1374
 OP1374'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1374'THE MARK IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHWEST OF THE TOWN OF
 OP1374'ADRIAN AND 4.5 MI (7.2 KM) NORTH-NORTHEAST OF THE TOWN OF ELLSWORTH,
 OP1374'IN THE NE 1/4 OF SECTION 9, T101N, R43W, IN THE SOUTHWEST QUADRANT OF
 OP1374'THE INTERSECTION OF TRUNK HIGHWAY 91 AND A NORTH-SOUTH GRAVEL ROAD,
 OP1374'3.5 MI (5.6 KM) NORTH AND 1.0 MI (1.6 KM) EAST ALONG TRUNK HIGHWAY 91
 OP1374'FROM ITS JUNCTION WITH COUNTY ROAD 11 IN ELLSWORTH.  THE MARK, A
 OP1374'STANDARD MNHD BENCH MARK DISK STAMPED---5307 G 1948---, IS SET IN THE
 OP1374'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OP1374'SURFACE OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF
 OP1374'TRUNK HIGHWAY 91.  THE MARK IS 72.6 FT (22.1 M) SOUTH OF THE
 OP1374'CENTERLINE OF TRUNK HIGHWAY 91 AT MILEPOINT 6.0, 38 FT (11.6 M) WEST
 OP1374'OF THE CENTER OF A GRAVEL ROAD, 45.5 FT (13.9 M) SOUTH-SOUTHEAST OF
 OP1374'HIGHWAY MILEPOST 6, 68.5 FT (20.9 M) WEST-NORTHWEST OF A POWER POLE,
 OP1374'4.8 FT (1.5 M) WEST-NORTHWEST OF A FENCE CORNER, AND 0.4 FT
 OP1374'(12.2 CM) NORTH OF A STEEL WITNESS POST.  STEEL ROD IN THE PRECAST
 OP1374'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
 OP1374
 OP1374                          STATION RECOVERY (1996)
 OP1374
 OP1374'RECOVERY NOTE BY MN DEPT OF TRANSP 1996 (DKH)
 OP1374'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1371 ***********************************************************************
 OP1371  DESIGNATION -  5307 H
 OP1371  PID         -  OP1371
 OP1371  STATE/COUNTY-  MN/NOBLES
 OP1371  COUNTRY     -  US
 OP1371  USGS QUAD   -  ADRIAN SW (1967)
 OP1371
 OP1371                         *CURRENT SURVEY CONTROL
 OP1371  ______________________________________________________________________
 OP1371* NAD 83(1986) POSITION- 43 34 22.     (N) 095 58 26.     (W)   SCALED    
 OP1371* NAVD 88 ORTHO HEIGHT -   474.712  (meters)    1557.45  (feet) ADJUSTED  
 OP1371  ______________________________________________________________________
 OP1371  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 OP1371  DYNAMIC HEIGHT  -        474.591 (meters)     1557.05  (feet) COMP
 OP1371  MODELED GRAVITY -    980,350.4   (mgal)                       NAVD 88
 OP1371
 OP1371  VERT ORDER      -  SECOND    CLASS I
 OP1371
 OP1371.The horizontal coordinates were scaled from a topographic map and have
 OP1371.an estimated accuracy of +/- 6 seconds.
 OP1371.
 OP1371.The orthometric height was determined by differential leveling and
 OP1371.adjusted in June 1995.
 OP1371
 OP1371.The dynamic height is computed by dividing the NAVD 88
 OP1371.geopotential number by the normal gravity value computed on the
 OP1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1371.degrees latitude (g = 980.6199 gals.).
 OP1371
 OP1371.The modeled gravity was interpolated from observed gravity values.
 OP1371
 OP1371;                    North         East    Units  Estimated Accuracy
 OP1371;SPC MN S     -   165,570.      640,560.      MT  (+/- 180 meters Scaled)
 OP1371
 OP1371                          SUPERSEDED SURVEY CONTROL
 OP1371
 OP1371.No superseded survey control is available for this station.
 OP1371
 OP1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ598287(NAD 83)
 OP1371
 OP1371_MARKER: DB = BENCH MARK DISK
 OP1371_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1371_SP_SET: PREFAB CONC. POST IN EARTH
 OP1371_STAMPING: 5307 H 1948
 OP1371_MARK LOGO: MNHD  
 OP1371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1371+STABILITY: SURFACE MOTION
 OP1371
 OP1371  HISTORY     - Date     Condition        Report By
 OP1371  HISTORY     - 1948     MONUMENTED       MNHD
 OP1371  HISTORY     - 19880727 GOOD             MNDT
 OP1371
 OP1371                          STATION DESCRIPTION
 OP1371
 OP1371'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1371'THE MARK IS LOCATED ABOUT 5 MI (8.0 KM) SOUTH-SOUTHWEST OF THE TOWN OF
 OP1371'ADRIAN, IN THE NW 1/4 OF SECTION 11, T101N, R43W, IN THE SOUTHEAST
 OP1371'QUADRANT OF THE INTERSECTION OF TRUNK HIGHWAY 91 AND A NORTH-SOUTH
 OP1371'GRAVEL ROAD, 5.0 MI (8.0 KM) SOUTH AND 1.9 MI (3.1 KM) WEST ALONG
 OP1371'TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 90 AT THE
 OP1371'NORTH EDGE OF ADRIAN.  THE MARK, A STANDARD MNHD BENCH MARK DISK
 OP1371'STAMPED---5307 H 1948---, IS SET IN THE TOP OF A 6-FOOT LONG PRECAST
 OP1371'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND
 OP1371'ABOUT LEVEL WITH TRUNK HIGHWAY 91.  THE MARK IS 73.8 FT (22.5 M)
 OP1371'SOUTH OF THE CENTERLINE OF TRUNK HIGHWAY 91 AT MILEPOINT 7.0, 36 FT
 OP1371'(11.0 M) EAST OF THE CENTER OF A GRAVEL ROAD, 96.9 FT (29.5 M)
 OP1371'EAST-SOUTHEAST OF HIGHWAY MILEPOST 7, 64.8 FT (19.8 M) EAST OF A FENCE
 OP1371'CORNER, 158.4 FT (48.3 M) SOUTH-SOUTHEAST OF A POWER POLE, 115.6 FT
 OP1371'(35.2 M) SOUTH-SOUTHEAST OF STATION NORG, 168.7 FT (51.4 M) SOUTHEAST
 OP1371'OF NORG RM 2, AND 0.3 FT (9.1 CM) NORTH OF A STEEL WITNESS POST.
 OP1371'STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1366 ***********************************************************************
 OP1366  DESIGNATION -  5307 J
 OP1366  PID         -  OP1366
 OP1366  STATE/COUNTY-  MN/NOBLES
 OP1366  COUNTRY     -  US
 OP1366  USGS QUAD   -  ADRIAN SW (1967)
 OP1366
 OP1366                         *CURRENT SURVEY CONTROL
 OP1366  ______________________________________________________________________
 OP1366* NAD 83(1986) POSITION- 43 34 24.     (N) 095 56 07.     (W)   SCALED    
 OP1366* NAVD 88 ORTHO HEIGHT -   489.705  (meters)    1606.64  (feet) ADJUSTED  
 OP1366  ______________________________________________________________________
 OP1366  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 OP1366  DYNAMIC HEIGHT  -        489.579 (meters)     1606.23  (feet) COMP
 OP1366  MODELED GRAVITY -    980,346.8   (mgal)                       NAVD 88
 OP1366
 OP1366  VERT ORDER      -  SECOND    CLASS I
 OP1366
 OP1366.The horizontal coordinates were scaled from a topographic map and have
 OP1366.an estimated accuracy of +/- 6 seconds.
 OP1366.
 OP1366.The orthometric height was determined by differential leveling and
 OP1366.adjusted in June 1995.
 OP1366
 OP1366.The dynamic height is computed by dividing the NAVD 88
 OP1366.geopotential number by the normal gravity value computed on the
 OP1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1366.degrees latitude (g = 980.6199 gals.).
 OP1366
 OP1366.The modeled gravity was interpolated from observed gravity values.
 OP1366
 OP1366;                    North         East    Units  Estimated Accuracy
 OP1366;SPC MN S     -   165,560.      643,680.      MT  (+/- 180 meters Scaled)
 OP1366
 OP1366                          SUPERSEDED SURVEY CONTROL
 OP1366
 OP1366.No superseded survey control is available for this station.
 OP1366
 OP1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ629286(NAD 83)
 OP1366
 OP1366_MARKER: DB = BENCH MARK DISK
 OP1366_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1366_SP_SET: PREFAB CONC. POST IN EARTH
 OP1366_STAMPING: 5307 J 1948
 OP1366_MARK LOGO: MNHD  
 OP1366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1366+STABILITY: SURFACE MOTION
 OP1366
 OP1366  HISTORY     - Date     Condition        Report By
 OP1366  HISTORY     - 1948     MONUMENTED       MNHD
 OP1366  HISTORY     - 19880727 GOOD             MNDT
 OP1366
 OP1366                          STATION DESCRIPTION
 OP1366
 OP1366'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1366'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF THE TOWN OF ADRIAN,
 OP1366'IN THE SE 1/4 OF SECTION 1, T101N, R43W, IN THE SOUTHWEST QUADRANT OF
 OP1366'THE INTERSECTION OF TRUNK HIGHWAY 91 AND COUNTY ROAD 17, 4.9 MI
 OP1366'(7.9 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OP1366'INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF ADRIAN.  THE MARK, A
 OP1366'STANDARD MNHD BENCH MARK DISK STAMPED---5307 J 1948---, IS SET IN THE
 OP1366'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OP1366'SURFACE OF THE GROUND AND ABOUT 2 FT (0.6 M) BELOW THE LEVEL OF
 OP1366'HIGHWAY 91.  THE MARK IS 64 FT (19.5 M) SOUTHEAST OF THE CENTERLINE
 OP1366'OF TRUNK HIGHWAY 91 AT MILEPOINT 8.95, 58.0 FT (17.7 M) SOUTHWEST OF
 OP1366'THE CENTERLINE OF COUNTY ROAD 17, 111 FT (33.8 M) NORTHWEST OF A
 OP1366'POWER POLE, AND 1.0 FT (0.3 M) NORTH OF A STEEL WITNESS POST. STEEL
 OP1366'ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1365 ***********************************************************************
 OP1365  DESIGNATION -  5307 K
 OP1365  PID         -  OP1365
 OP1365  STATE/COUNTY-  MN/NOBLES
 OP1365  COUNTRY     -  US
 OP1365  USGS QUAD   -  ADRIAN SW (1967)
 OP1365
 OP1365                         *CURRENT SURVEY CONTROL
 OP1365  ______________________________________________________________________
 OP1365* NAD 83(1986) POSITION- 43 35 15.     (N) 095 56 00.     (W)   SCALED    
 OP1365* NAVD 88 ORTHO HEIGHT -   483.525  (meters)    1586.36  (feet) ADJUSTED  
 OP1365  ______________________________________________________________________
 OP1365  GEOID HEIGHT    -        -26.52  (meters)                     GEOID09
 OP1365  DYNAMIC HEIGHT  -        483.401 (meters)     1585.96  (feet) COMP
 OP1365  MODELED GRAVITY -    980,349.3   (mgal)                       NAVD 88
 OP1365
 OP1365  VERT ORDER      -  SECOND    CLASS I
 OP1365
 OP1365.The horizontal coordinates were scaled from a topographic map and have
 OP1365.an estimated accuracy of +/- 6 seconds.
 OP1365.
 OP1365.The orthometric height was determined by differential leveling and
 OP1365.adjusted in June 1995.
 OP1365
 OP1365.Photographs are available for this station.
 OP1365
 OP1365.The dynamic height is computed by dividing the NAVD 88
 OP1365.geopotential number by the normal gravity value computed on the
 OP1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1365.degrees latitude (g = 980.6199 gals.).
 OP1365
 OP1365.The modeled gravity was interpolated from observed gravity values.
 OP1365
 OP1365;                    North         East    Units  Estimated Accuracy
 OP1365;SPC MN S     -   167,130.      643,870.      MT  (+/- 180 meters Scaled)
 OP1365
 OP1365                          SUPERSEDED SURVEY CONTROL
 OP1365
 OP1365.No superseded survey control is available for this station.
 OP1365
 OP1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ631302(NAD 83)
 OP1365
 OP1365_MARKER: DB = BENCH MARK DISK
 OP1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OP1365_SP_SET: PREFAB CONC. POST IN EARTH
 OP1365_STAMPING: 5307 K 1948
 OP1365_MARK LOGO: MNDT  
 OP1365_PROJECTION: FLUSH
 OP1365_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 OP1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1365+STABILITY: SURFACE MOTION
 OP1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OP1365+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2003
 OP1365
 OP1365  HISTORY     - Date     Condition        Report By
 OP1365  HISTORY     - 1948     MONUMENTED       MNDT
 OP1365  HISTORY     - 19880727 GOOD             MNDT
 OP1365  HISTORY     - 20031118 GOOD             MNDT
 OP1365
 OP1365                          STATION DESCRIPTION
 OP1365
 OP1365'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1365'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTH OF THE TOWN OF ADRIAN,
 OP1365'IN THE SW 1/4 OF SECTION 31, T102N, R42W, IN THE NORTHEAST QUADRANT
 OP1365'OF THE INTERSECTION OF TRUNK HIGHWAY 91 AND AN EAST-WEST GRAVEL ROAD,
 OP1365'3.95 MI (6.36 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OP1365'INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF ADRIAN.  THE MARK, A
 OP1365'STANDARD MNHD BENCH MARK DISK STAMPED---5307 K 1948---, IS SET IN THE
 OP1365'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OP1365'SURFACE OF THE GROUND AND ABOUT 3.5 FT (1.1 M) BELOW THE LEVEL OF THE
 OP1365'HIGHWAY.  THE MARK IS 73.0 FT (22.3 M) EAST OF THE CENTERLINE OF
 OP1365'TRUNK HIGHWAY 91 AT MILEPOINT 9.9, 40 FT (12.2 M) NORTH OF THE CENTER
 OP1365'OF A GRAVEL ROAD, AND 1.0 FT (0.3 M) SOUTHWEST OF A STEEL WITNESS
 OP1365'POST.  STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK
 OP1365'MAGNETIC.
 OP1365
 OP1365                          STATION RECOVERY (2003)
 OP1365
 OP1365'RECOVERY NOTE BY MN DEPT OF TRANSP 2003 (MAK)
 OP1365'3.5 MILES SOUTH OF ADRIAN, AT TRUNK HIGHWAY 91 MILEPOINT 9.9, AT
 OP1365'NORTHEAST CORNER OF JUNCTION OF TRUNK HIGHWAY 91 AND EAST-WEST GRAVEL
 OP1365'ROAD (280TH STREET), 73 FEET EAST OF TRUNK HIGHWAY 91, 40 FEET NORTH
 OP1365'OF ROAD, 1.0 FEET SOUTHWEST OF WITNESS POST
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1360 ***********************************************************************
 OP1360  DESIGNATION -  5307 L
 OP1360  PID         -  OP1360
 OP1360  STATE/COUNTY-  MN/NOBLES
 OP1360  COUNTRY     -  US
 OP1360  USGS QUAD   -  ADRIAN SW (1967)
 OP1360
 OP1360                         *CURRENT SURVEY CONTROL
 OP1360  ______________________________________________________________________
 OP1360* NAD 83(1986) POSITION- 43 36 06.7    (N) 095 56 02.1    (W)   HD_HELD2  
 OP1360* NAVD 88 ORTHO HEIGHT -   482.433  (meters)    1582.78  (feet) ADJUSTED  
 OP1360  ______________________________________________________________________
 OP1360  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 OP1360  DYNAMIC HEIGHT  -        482.311 (meters)     1582.38  (feet) COMP
 OP1360  MODELED GRAVITY -    980,352.3   (mgal)                       NAVD 88
 OP1360
 OP1360  VERT ORDER      -  SECOND    CLASS I
 OP1360
 OP1360.The horizontal coordinates were established by autonomous hand held GPS
 OP1360.observations and have an estimated accuracy of +/- 10 meters.
 OP1360.
 OP1360.The orthometric height was determined by differential leveling and
 OP1360.adjusted in June 1995.
 OP1360
 OP1360.The dynamic height is computed by dividing the NAVD 88
 OP1360.geopotential number by the normal gravity value computed on the
 OP1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1360.degrees latitude (g = 980.6199 gals.).
 OP1360
 OP1360.The modeled gravity was interpolated from observed gravity values.
 OP1360
 OP1360;                    North         East    Units  Estimated Accuracy
 OP1360;SPC MN S     -   168,723.      643,862.      MT  (+/- 10 meters HH2 GPS)
 OP1360
 OP1360                          SUPERSEDED SURVEY CONTROL
 OP1360
 OP1360.No superseded survey control is available for this station.
 OP1360
 OP1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6320331837(NAD 83)
 OP1360
 OP1360_MARKER: DB = BENCH MARK DISK
 OP1360_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1360_SP_SET: PREFAB CONC. POST IN EARTH
 OP1360_STAMPING: 5307 L 1948
 OP1360_MARK LOGO: MNHD  
 OP1360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1360+STABILITY: SURFACE MOTION
 OP1360
 OP1360  HISTORY     - Date     Condition        Report By
 OP1360  HISTORY     - 1948     MONUMENTED       MNHD
 OP1360  HISTORY     - 19880727 GOOD             MNDT
 OP1360
 OP1360                          STATION DESCRIPTION
 OP1360
 OP1360'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1360'THE MARK IS LOCATED ABOUT 2 MI (3.2 KM) SOUTH OF THE TOWN OF ADRIAN,
 OP1360'IN THE SE 1/4 OF SECTION 25, T102N, R43W, IN THE NORTHWEST QUADRANT
 OP1360'OF THE INTERSECTION OF TRUNK HIGHWAY 91 AND AN EAST-WEST GRAVEL ROAD,
 OP1360'2.95 MI (4.75 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OP1360'INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF ADRIAN.  THE MARK, A
 OP1360'STANDARD MNHD BENCH MARK DISK STAMPED---5307 L 1948---, IS SET IN THE
 OP1360'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OP1360'SURFACE OF THE GROUND AND ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE
 OP1360'HIGHWAY.  THE MARK IS 69.3 FT (21.1 M) WEST OF THE CENTERLINE OF
 OP1360'TRUNK HIGHWAY 91 AT MILEPOINT 10.9, 35 FT (10.7 M) NORTH OF THE
 OP1360'CENTER OF A GRAVEL ROAD, 15 FT (4.6 M) EAST OF THE CENTER OF AN
 OP1360'ENTRANCE, 67.5 FT (20.6 M) NORTH OF A POWER POLE, AND 0.7 FT
 OP1360'(21.3 CM) EAST OF A STEEL WITNESS POST.  STEEL ROD IN THE PRECAST
 OP1360'CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1359 ***********************************************************************
 OP1359  DESIGNATION -  5307 M
 OP1359  PID         -  OP1359
 OP1359  STATE/COUNTY-  MN/NOBLES
 OP1359  COUNTRY     -  US
 OP1359  USGS QUAD   -  ADRIAN SW (1967)
 OP1359
 OP1359                         *CURRENT SURVEY CONTROL
 OP1359  ______________________________________________________________________
 OP1359* NAD 83(1986) POSITION- 43 36 59.     (N) 095 56 00.     (W)   SCALED    
 OP1359* NAVD 88 ORTHO HEIGHT -   489.778  (meters)    1606.88  (feet) ADJUSTED  
 OP1359  ______________________________________________________________________
 OP1359  GEOID HEIGHT    -        -26.49  (meters)                     GEOID09
 OP1359  DYNAMIC HEIGHT  -        489.656 (meters)     1606.48  (feet) COMP
 OP1359  MODELED GRAVITY -    980,355.4   (mgal)                       NAVD 88
 OP1359
 OP1359  VERT ORDER      -  SECOND    CLASS I
 OP1359
 OP1359.The horizontal coordinates were scaled from a topographic map and have
 OP1359.an estimated accuracy of +/- 6 seconds.
 OP1359.
 OP1359.The orthometric height was determined by differential leveling and
 OP1359.adjusted in June 1995.
 OP1359
 OP1359.The dynamic height is computed by dividing the NAVD 88
 OP1359.geopotential number by the normal gravity value computed on the
 OP1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1359.degrees latitude (g = 980.6199 gals.).
 OP1359
 OP1359.The modeled gravity was interpolated from observed gravity values.
 OP1359
 OP1359;                    North         East    Units  Estimated Accuracy
 OP1359;SPC MN S     -   170,340.      643,950.      MT  (+/- 180 meters Scaled)
 OP1359
 OP1359                          SUPERSEDED SURVEY CONTROL
 OP1359
 OP1359.No superseded survey control is available for this station.
 OP1359
 OP1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ633334(NAD 83)
 OP1359
 OP1359_MARKER: DB = BENCH MARK DISK
 OP1359_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OP1359_SP_SET: PREFAB CONC. POST IN EARTH
 OP1359_STAMPING: 5307 M 1948
 OP1359_MARK LOGO: MNHD  
 OP1359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OP1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP1359+STABILITY: SURFACE MOTION
 OP1359
 OP1359  HISTORY     - Date     Condition        Report By
 OP1359  HISTORY     - 1948     MONUMENTED       MNHD
 OP1359  HISTORY     - 19880727 GOOD             MNDT
 OP1359
 OP1359                          STATION DESCRIPTION
 OP1359
 OP1359'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1359'THE MARK IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF THE TOWN OF ADRIAN,
 OP1359'IN THE SW 1/4 OF SECTION 19, T102N, R42W, IN THE NORTHEAST QUADRANT
 OP1359'OF THE INTERSECTION OF TRUNK HIGHWAY 91 AND AN EAST-WEST GRAVEL ROAD,
 OP1359'1.95 MI (3.14 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OP1359'INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF ADRIAN.  THE MARK, A
 OP1359'STANDARD MNHD BENCH MARK DISK STAMPED---5307 M 1948---, IS SET IN THE
 OP1359'TOP OF A 6-FOOT LONG PRECAST CONCRETE MONUMENT THAT IS BURIED 0.2 FT
 OP1359'(6.1 CM) BELOW THE SURFACE OF THE GROUND.  THE MARK IS 73.0 FT
 OP1359'(22.3 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 91 AT MILEPOINT
 OP1359'11.9, 39 FT (11.9 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 7 FT
 OP1359'(2.1 M) NORTH OF A POWER POLE, 6.0 FT (1.8 M) SOUTH OF A TELEPHONE
 OP1359'CABLE MARKER POST, AND 0.4 FT (12.2 CM) WEST OF A STEEL WITNESS POST.
 OP1359'STEEL ROD IN THE PRECAST CONCRETE MONUMENT MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1358 ***********************************************************************
 OP1358  DESIGNATION -  5307 N
 OP1358  PID         -  OP1358
 OP1358  STATE/COUNTY-  MN/NOBLES
 OP1358  COUNTRY     -  US
 OP1358  USGS QUAD   -  ADRIAN SW (1967)
 OP1358
 OP1358                         *CURRENT SURVEY CONTROL
 OP1358  ______________________________________________________________________
 OP1358* NAD 83(1986) POSITION- 43 37 25.     (N) 095 56 01.     (W)   SCALED    
 OP1358* NAVD 88 ORTHO HEIGHT -   486.742  (meters)    1596.92  (feet) ADJUSTED  
 OP1358  ______________________________________________________________________
 OP1358  GEOID HEIGHT    -        -26.47  (meters)                     GEOID09
 OP1358  DYNAMIC HEIGHT  -        486.622 (meters)     1596.53  (feet) COMP
 OP1358  MODELED GRAVITY -    980,357.1   (mgal)                       NAVD 88
 OP1358
 OP1358  VERT ORDER      -  SECOND    CLASS I
 OP1358
 OP1358.The horizontal coordinates were scaled from a topographic map and have
 OP1358.an estimated accuracy of +/- 6 seconds.
 OP1358.
 OP1358.The orthometric height was determined by differential leveling and
 OP1358.adjusted in June 1995.
 OP1358
 OP1358.The dynamic height is computed by dividing the NAVD 88
 OP1358.geopotential number by the normal gravity value computed on the
 OP1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1358.degrees latitude (g = 980.6199 gals.).
 OP1358
 OP1358.The modeled gravity was interpolated from observed gravity values.
 OP1358
 OP1358;                    North         East    Units  Estimated Accuracy
 OP1358;SPC MN S     -   171,140.      643,940.      MT  (+/- 180 meters Scaled)
 OP1358
 OP1358                          SUPERSEDED SURVEY CONTROL
 OP1358
 OP1358.No superseded survey control is available for this station.
 OP1358
 OP1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ633342(NAD 83)
 OP1358
 OP1358_MARKER: DV = VERTICAL CONTROL DISK
 OP1358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1358_SP_SET: ALUMINUM ALLOY ROD
 OP1358_STAMPING: 5307 N 1988
 OP1358_MARK LOGO: MNDT  
 OP1358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1358
 OP1358  HISTORY     - Date     Condition        Report By
 OP1358  HISTORY     - 1988     MONUMENTED       MNDT
 OP1358
 OP1358                          STATION DESCRIPTION
 OP1358
 OP1358'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1358'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF THE TOWN OF ADRIAN,
 OP1358'IN THE SE 1/4 OF SECTION 24, T102N, R43W, AT AN ENTRANCE ON THE WEST
 OP1358'RIGHT-OF-WAY OF TRUNK HIGHWAY 91 AT MILEPOINT 12.4, 1.45 MI
 OP1358'(2.33 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OP1358'INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF ADRIAN.  THE MARK, A
 OP1358'STANDARD MNDT ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5307
 OP1358'N 1988---, IS SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 15-FOOT
 OP1358'LONG ALUMINUM ROD THAT IS BURIED 0.1 FT (3.0 CM) BELOW THE SURFACE OF
 OP1358'THE GROUND.  THE MARK IS 70.5 FT (21.5 M) WEST OF AND ABOUT 3 FT
 OP1358'(0.9 M) BELOW THE LEVEL OF THE CENTERLINE OF TRUNK HIGHWAY 91, 6.5 FT
 OP1358'(2.0 M) NORTH OF THE CENTER OF AN ENTRANCE, 2.9 FT (0.9 M) SOUTHEAST
 OP1358'OF A FENCE CORNER, AND 2.3 FT (0.7 M) EAST-NORTHEAST OF A STEEL
 OP1358'WITNESS POST.  A MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP1370 ***********************************************************************
 OP1370  DESIGNATION -  5307 P
 OP1370  PID         -  OP1370
 OP1370  STATE/COUNTY-  MN/NOBLES
 OP1370  COUNTRY     -  US
 OP1370  USGS QUAD   -  ADRIAN SW (1967)
 OP1370
 OP1370                         *CURRENT SURVEY CONTROL
 OP1370  ______________________________________________________________________
 OP1370* NAD 83(1986) POSITION- 43 34 24.     (N) 095 57 11.     (W)   SCALED    
 OP1370* NAVD 88 ORTHO HEIGHT -   471.343  (meters)    1546.40  (feet) ADJUSTED  
 OP1370  ______________________________________________________________________
 OP1370  GEOID HEIGHT    -        -26.53  (meters)                     GEOID09
 OP1370  DYNAMIC HEIGHT  -        471.222 (meters)     1546.00  (feet) COMP
 OP1370  MODELED GRAVITY -    980,348.6   (mgal)                       NAVD 88
 OP1370
 OP1370  VERT ORDER      -  SECOND    CLASS I
 OP1370
 OP1370.The horizontal coordinates were scaled from a topographic map and have
 OP1370.an estimated accuracy of +/- 6 seconds.
 OP1370.
 OP1370.The orthometric height was determined by differential leveling and
 OP1370.adjusted in June 1995.
 OP1370
 OP1370.The dynamic height is computed by dividing the NAVD 88
 OP1370.geopotential number by the normal gravity value computed on the
 OP1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP1370.degrees latitude (g = 980.6199 gals.).
 OP1370
 OP1370.The modeled gravity was interpolated from observed gravity values.
 OP1370
 OP1370;                    North         East    Units  Estimated Accuracy
 OP1370;SPC MN S     -   165,590.      642,240.      MT  (+/- 180 meters Scaled)
 OP1370
 OP1370                          SUPERSEDED SURVEY CONTROL
 OP1370
 OP1370.No superseded survey control is available for this station.
 OP1370
 OP1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ615287(NAD 83)
 OP1370
 OP1370_MARKER: DV = VERTICAL CONTROL DISK
 OP1370_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OP1370_SP_SET: ALUMINUM ALLOY ROD
 OP1370_STAMPING: 5307 P 1988
 OP1370_MARK LOGO: MNDT  
 OP1370_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OP1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OP1370
 OP1370  HISTORY     - Date     Condition        Report By
 OP1370  HISTORY     - 1988     MONUMENTED       MNDT
 OP1370
 OP1370                          STATION DESCRIPTION
 OP1370
 OP1370'DESCRIBED BY MN DEPT OF TRANSP 1988
 OP1370'THE MARK IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF THE TOWN
 OP1370'OF ADRIAN, IN THE SE 1/4 OF SECTION 2, T101N, R43W, ON THE WEST
 OP1370'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVEL ROAD, 4.85 MI (7.81 KM) SOUTH
 OP1370'AND 1.0 MI (1.6 KM) WEST ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION
 OP1370'WITH INTERSTATE HIGHWAY 90 AT THE NORTH EDGE OF ADRIAN, THENCE ABOUT
 OP1370'230 FT (70.1 M) NORTH ON A GRAVEL ROAD.  THE MARK, A STANDARD MNDT
 OP1370'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5307 P 1988---, IS
 OP1370'SET ON THE TOP OF A DRIVEN 3/4-INCH DIAMETER BY 25-FOOT LONG ALUMINUM
 OP1370'ROD THAT IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FT
 OP1370'(0.6 M) BELOW THE LEVEL OF THE GRAVEL ROAD.  THE MARK IS NEAR A POWER
 OP1370'SUB-STATION, 34 FT (10.4 M) WEST OF THE CENTER OF A GRAVEL ROAD, 8.0
 OP1370'FT (2.4 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND
 OP1370'THE SUB-STATION, 4.2 FT (1.3 M) SOUTH OF A POWER POLE, AND 1.4 FT
 OP1370'(0.4 M) SOUTH OF A STEEL WITNESS POST.  A MAGNET IN THE DISK MAKES
 OP1370'THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1222 ***********************************************************************
 OQ1222  DESIGNATION -  5307 Q
 OQ1222  PID         -  OQ1222
 OQ1222  STATE/COUNTY-  MN/NOBLES
 OQ1222  COUNTRY     -  US
 OQ1222  USGS QUAD   -  ELLSWORTH (1967)
 OQ1222
 OQ1222                         *CURRENT SURVEY CONTROL
 OQ1222  ______________________________________________________________________
 OQ1222* NAD 83(1986) POSITION- 43 34 24.     (N) 096 00 49.     (W)   SCALED    
 OQ1222* NAVD 88 ORTHO HEIGHT -   453.441  (meters)    1487.66  (feet) ADJUSTED  
 OQ1222  ______________________________________________________________________
 OQ1222  GEOID HEIGHT    -        -26.51  (meters)                     GEOID09
 OQ1222  DYNAMIC HEIGHT  -        453.326 (meters)     1487.29  (feet) COMP
 OQ1222  MODELED GRAVITY -    980,352.8   (mgal)                       NAVD 88
 OQ1222
 OQ1222  VERT ORDER      -  SECOND    CLASS I
 OQ1222
 OQ1222.The horizontal coordinates were scaled from a topographic map and have
 OQ1222.an estimated accuracy of +/- 6 seconds.
 OQ1222.
 OQ1222.The orthometric height was determined by differential leveling and
 OQ1222.adjusted in June 1995.
 OQ1222
 OQ1222.The dynamic height is computed by dividing the NAVD 88
 OQ1222.geopotential number by the normal gravity value computed on the
 OQ1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1222.degrees latitude (g = 980.6199 gals.).
 OQ1222
 OQ1222.The modeled gravity was interpolated from observed gravity values.
 OQ1222
 OQ1222;                    North         East    Units  Estimated Accuracy
 OQ1222;SPC MN S     -   165,710.      637,350.      MT  (+/- 180 meters Scaled)
 OQ1222
 OQ1222                          SUPERSEDED SURVEY CONTROL
 OQ1222
 OQ1222.No superseded survey control is available for this station.
 OQ1222
 OQ1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP411288(NAD 83)
 OQ1222
 OQ1222_MARKER: DV = VERTICAL CONTROL DISK
 OQ1222_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1222_SP_SET: ALUMINUM ALLOY ROD
 OQ1222_STAMPING: 5307 Q 1988
 OQ1222_MARK LOGO: MNDT  
 OQ1222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1222
 OQ1222  HISTORY     - Date     Condition        Report By
 OQ1222  HISTORY     - 1988     MONUMENTED       MNDT
 OQ1222
 OQ1222                          STATION DESCRIPTION
 OQ1222
 OQ1222'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1222'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF THE TOWN OF
 OQ1222'ELLSWORTH, IN THE SW 1/4 OF SECTION 4, T101N, R43W, IN THE NORTHEAST
 OQ1222'QUADRANT OF THE INTERSECTION OF COUNTY ROAD 19 AND COUNTY ROAD 8,
 OQ1222'3.55 MI (5.71 KM) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OQ1222'COUNTY ROAD 11 IN ELLSWORTH, THENCE ABOUT 400 FT (121.9 M) WESTERLY
 OQ1222'ON COUNTY ROAD 8.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OQ1222'CONTROL MONUMENT DISK STAMPED---5307 Q 1988---, IS SET ON THE TOP OF
 OQ1222'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 OQ1222'WITH THE SURFACE OF THE GROUND AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL
 OQ1222'OF COUNTY ROAD 19.  THE MARK IS 47.5 FT (14.5 M) EAST-NORTHEAST OF
 OQ1222'THE CENTERLINE OF COUNTY ROAD 19, 36 FT (11.0 M) NORTH OF THE
 OQ1222'EXTENDED CENTERLINE OF COUNTY ROAD 8, 17 FT (5.2 M) SOUTH-SOUTHEAST
 OQ1222'OF THE CENTER OF A FIELD ENTRANCE, 2.2 FT (0.7 M) WEST OF A SOUTH
 OQ1222'GATE POST, AND 1.8 FT (0.5 M) NORTH OF A STEEL WITNESS POST.  A
 OQ1222'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1231 ***********************************************************************
 OQ1231  DESIGNATION -  5307 R
 OQ1231  PID         -  OQ1231
 OQ1231  STATE/COUNTY-  MN/NOBLES
 OQ1231  COUNTRY     -  US
 OQ1231  USGS QUAD   -  ELLSWORTH (1967)
 OQ1231
 OQ1231                         *CURRENT SURVEY CONTROL
 OQ1231  ______________________________________________________________________
 OQ1231* NAD 83(1986) POSITION- 43 32 00.     (N) 096 00 49.     (W)   SCALED    
 OQ1231* NAVD 88 ORTHO HEIGHT -   441.145  (meters)    1447.32  (feet) ADJUSTED  
 OQ1231  ______________________________________________________________________
 OQ1231  GEOID HEIGHT    -        -26.54  (meters)                     GEOID09
 OQ1231  DYNAMIC HEIGHT  -        441.032 (meters)     1446.95  (feet) COMP
 OQ1231  MODELED GRAVITY -    980,348.9   (mgal)                       NAVD 88
 OQ1231
 OQ1231  VERT ORDER      -  SECOND    CLASS I
 OQ1231
 OQ1231.The horizontal coordinates were scaled from a topographic map and have
 OQ1231.an estimated accuracy of +/- 6 seconds.
 OQ1231.
 OQ1231.The orthometric height was determined by differential leveling and
 OQ1231.adjusted in June 1995.
 OQ1231
 OQ1231.The dynamic height is computed by dividing the NAVD 88
 OQ1231.geopotential number by the normal gravity value computed on the
 OQ1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1231.degrees latitude (g = 980.6199 gals.).
 OQ1231
 OQ1231.The modeled gravity was interpolated from observed gravity values.
 OQ1231
 OQ1231;                    North         East    Units  Estimated Accuracy
 OQ1231;SPC MN S     -   161,270.      637,240.      MT  (+/- 180 meters Scaled)
 OQ1231
 OQ1231                          SUPERSEDED SURVEY CONTROL
 OQ1231
 OQ1231.No superseded survey control is available for this station.
 OQ1231
 OQ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP413243(NAD 83)
 OQ1231
 OQ1231_MARKER: DV = VERTICAL CONTROL DISK
 OQ1231_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1231_SP_SET: ALUMINUM ALLOY ROD
 OQ1231_STAMPING: 5307 R 1988
 OQ1231_MARK LOGO: MNDT  
 OQ1231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1231
 OQ1231  HISTORY     - Date     Condition        Report By
 OQ1231  HISTORY     - 1988     MONUMENTED       MNDT
 OQ1231
 OQ1231                          STATION DESCRIPTION
 OQ1231
 OQ1231'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1231'THE MARK IS LOCATED ABOUT 0.75 MI (1.21 KM) NORTH OF THE TOWN OF
 OQ1231'ELLSWORTH, IN THE SW 1/4 OF SECTION 21, T101N, R43W, ON THE EAST
 OQ1231'RIGHT-OF-WAY OF A NORTH-SOUTH GRAVEL ROAD, 0.85 MI (1.37 KM) NORTH
 OQ1231'ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH COUNTY ROAD 11 IN
 OQ1231'ELLSWORTH.  THE MARK, A STANDARD MNDT ALUMINUM VERTICAL CONTROL
 OQ1231'MONUMENT DISK STAMPED---5307 R 1988---, IS SET ON THE TOP OF A DRIVEN
 OQ1231'3/4-INCH DIAMETER BY 35-FOOT LONG ALUMINUM ROD THAT IS FLUSH WITH THE
 OQ1231'SURFACE OF THE GROUND AND ABOUT LEVEL WITH THE GRAVEL ROAD.  THE MARK
 OQ1231'IS 23.5 FT (7.2 M) EAST OF THE CENTER OF A GRAVEL ROAD, 54 FT
 OQ1231'(16.5 M) SOUTH OF THE CENTER OF A DRIVEWAY, 49 FT (14.9 M) SOUTHWEST
 OQ1231'OF A POWER POLE WITH A TRANSFORMER, 2.0 FT (0.6 M) WEST OF A WOOD
 OQ1231'GATEPOST, AND 1.1 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  A MAGNET
 OQ1231'IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1232 ***********************************************************************
 OQ1232  DESIGNATION -  5307 S
 OQ1232  PID         -  OQ1232
 OQ1232  STATE/COUNTY-  MN/NOBLES
 OQ1232  COUNTRY     -  US
 OQ1232  USGS QUAD   -  ELLSWORTH (1967)
 OQ1232
 OQ1232                         *CURRENT SURVEY CONTROL
 OQ1232  ______________________________________________________________________
 OQ1232* NAD 83(1986) POSITION- 43 31 37.     (N) 096 01 12.     (W)   SCALED    
 OQ1232* NAVD 88 ORTHO HEIGHT -   439.070  (meters)    1440.52  (feet) ADJUSTED  
 OQ1232  ______________________________________________________________________
 OQ1232  GEOID HEIGHT    -        -26.55  (meters)                     GEOID09
 OQ1232  DYNAMIC HEIGHT  -        438.957 (meters)     1440.14  (feet) COMP
 OQ1232  MODELED GRAVITY -    980,348.7   (mgal)                       NAVD 88
 OQ1232
 OQ1232  VERT ORDER      -  SECOND    CLASS I
 OQ1232
 OQ1232.The horizontal coordinates were scaled from a topographic map and have
 OQ1232.an estimated accuracy of +/- 6 seconds.
 OQ1232.
 OQ1232.The orthometric height was determined by differential leveling and
 OQ1232.adjusted in June 1995.
 OQ1232
 OQ1232.The dynamic height is computed by dividing the NAVD 88
 OQ1232.geopotential number by the normal gravity value computed on the
 OQ1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1232.degrees latitude (g = 980.6199 gals.).
 OQ1232
 OQ1232.The modeled gravity was interpolated from observed gravity values.
 OQ1232
 OQ1232;                    North         East    Units  Estimated Accuracy
 OQ1232;SPC MN S     -   160,570.      636,710.      MT  (+/- 180 meters Scaled)
 OQ1232
 OQ1232                          SUPERSEDED SURVEY CONTROL
 OQ1232
 OQ1232.No superseded survey control is available for this station.
 OQ1232
 OQ1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP408236(NAD 83)
 OQ1232
 OQ1232_MARKER: DV = VERTICAL CONTROL DISK
 OQ1232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OQ1232_SP_SET: BOX CULVERT HEADWALL
 OQ1232_STAMPING: 5307 S 1988
 OQ1232_MARK LOGO: MNDT  
 OQ1232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OQ1232+STABILITY: SURFACE MOTION
 OQ1232
 OQ1232  HISTORY     - Date     Condition        Report By
 OQ1232  HISTORY     - 1988     MONUMENTED       MNDT
 OQ1232
 OQ1232                          STATION DESCRIPTION
 OQ1232
 OQ1232'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1232'THE MARK IS LOCATED IN THE NORTH PART OF THE TOWN OF ELLSWORTH, IN THE
 OQ1232'NE 1/4 OF SECTION 29, T101N, R43W, IN THE TOP OF THE SOUTHEAST CORNER
 OQ1232'OF A TRUNK HIGHWAY 91 CONCRETE BOX CULVERT (BRIDGE NUMBER 6366), 0.35
 OQ1232'MI (0.56 KM) NORTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH
 OQ1232'COUNTY ROAD 11 IN ELLSWORTH.  THE MARK, A STANDARD MNDT ALUMINUM
 OQ1232'VERTICAL CONTROL MONUMENT DISK STAMPED---5307 S 1988---, IS SET FLUSH
 OQ1232'IN THE TOP OF THE SOUTHEAST HEADWALL OF THE BOX CULVERT.  THE MARK IS
 OQ1232'29.5 FT (9.0 M) EAST OF THE CENTERLINE OF TRUNK HIGHWAY 91 AT
 OQ1232'MILEPOINT 1.85, 8 FT (2.4 M) EAST OF A GUARDRAIL, AND 0.7 FT
 OQ1232'(21.3 CM) NORTH OF THE SOUTHEAST CORNER OF THE HEADWALL.  THE MARK IS
 OQ1232'ABOUT 3 FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1234 ***********************************************************************
 OQ1234  DESIGNATION -  5307 T
 OQ1234  PID         -  OQ1234
 OQ1234  STATE/COUNTY-  MN/NOBLES
 OQ1234  COUNTRY     -  US
 OQ1234  USGS QUAD   -  ELLSWORTH (1967)
 OQ1234
 OQ1234                         *CURRENT SURVEY CONTROL
 OQ1234  ______________________________________________________________________
 OQ1234* NAD 83(1986) POSITION- 43 31 00.     (N) 096 01 10.     (W)   SCALED    
 OQ1234* NAVD 88 ORTHO HEIGHT -   443.034  (meters)    1453.52  (feet) ADJUSTED  
 OQ1234  ______________________________________________________________________
 OQ1234  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 OQ1234  DYNAMIC HEIGHT  -        442.919 (meters)     1453.14  (feet) COMP
 OQ1234  MODELED GRAVITY -    980,348.0   (mgal)                       NAVD 88
 OQ1234
 OQ1234  VERT ORDER      -  SECOND    CLASS I
 OQ1234
 OQ1234.The horizontal coordinates were scaled from a topographic map and have
 OQ1234.an estimated accuracy of +/- 6 seconds.
 OQ1234.
 OQ1234.The orthometric height was determined by differential leveling and
 OQ1234.adjusted in June 1995.
 OQ1234
 OQ1234.The dynamic height is computed by dividing the NAVD 88
 OQ1234.geopotential number by the normal gravity value computed on the
 OQ1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1234.degrees latitude (g = 980.6199 gals.).
 OQ1234
 OQ1234.The modeled gravity was interpolated from observed gravity values.
 OQ1234
 OQ1234;                    North         East    Units  Estimated Accuracy
 OQ1234;SPC MN S     -   159,430.      636,720.      MT  (+/- 180 meters Scaled)
 OQ1234
 OQ1234                          SUPERSEDED SURVEY CONTROL
 OQ1234
 OQ1234.No superseded survey control is available for this station.
 OQ1234
 OQ1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP409225(NAD 83)
 OQ1234
 OQ1234_MARKER: DV = VERTICAL CONTROL DISK
 OQ1234_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OQ1234_SP_SET: WATER TANK FOOTING
 OQ1234_STAMPING: 5307 T 1988
 OQ1234_MARK LOGO: MNDT  
 OQ1234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OQ1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OQ1234+STABILITY: POSITION/ELEVATION WELL
 OQ1234
 OQ1234  HISTORY     - Date     Condition        Report By
 OQ1234  HISTORY     - 1988     MONUMENTED       MNDT
 OQ1234
 OQ1234                          STATION DESCRIPTION
 OQ1234
 OQ1234'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1234'THE MARK IS LOCATED IN THE CENTRAL PART OF THE TOWN OF ELLSWORTH, IN
 OQ1234'THE SE 1/4 OF SECTION 29, T101N, R43W, IN THE CONCRETE BASE FOR THE
 OQ1234'SOUTHWEST LEG OF THE ELLSWORTH WATER TANK.  THE MARK, A STANDARD MNDT
 OQ1234'ALUMINUM VERTICAL CONTROL MONUMENT DISK STAMPED---5307 T 1988---, IS
 OQ1234'SET FLUSH IN A DRILL HOLE IN THE TOP OF THE CONCRETE BASE OF THE
 OQ1234'SOUTHWEST LEG OF THE WATER TANK AND IS ABOUT 1.5 FT (0.5 M) ABOVE THE
 OQ1234'LEVEL OF THE GROUND AND HIGHWAY.  THE MARK IS 57 FT (17.4 M) EAST OF
 OQ1234'THE CENTERLINE OF TRUNK HIGHWAY 91 AT MILEPOINT 1.2, 0.3 MI (0.5 KM)
 OQ1234'SOUTH ALONG THE HIGHWAY FROM ITS JUNCTION WITH COUNTY ROAD 11, AND
 OQ1234'16.3 FT (5.0 M) NORTHEAST OF THE NORTHWEST CORNER OF THE ELLSWORTH
 OQ1234'CITY HALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OQ1235 ***********************************************************************
 OQ1235  DESIGNATION -  5307 U
 OQ1235  PID         -  OQ1235
 OQ1235  STATE/COUNTY-  MN/NOBLES
 OQ1235  COUNTRY     -  US
 OQ1235  USGS QUAD   -  ELLSWORTH (1967)
 OQ1235
 OQ1235                         *CURRENT SURVEY CONTROL
 OQ1235  ______________________________________________________________________
 OQ1235* NAD 83(1986) POSITION- 43 30 25.     (N) 096 01 12.     (W)   SCALED    
 OQ1235* NAVD 88 ORTHO HEIGHT -   438.901  (meters)    1439.96  (feet) ADJUSTED  
 OQ1235  ______________________________________________________________________
 OQ1235  GEOID HEIGHT    -        -26.56  (meters)                     GEOID09
 OQ1235  DYNAMIC HEIGHT  -        438.788 (meters)     1439.59  (feet) COMP
 OQ1235  MODELED GRAVITY -    980,347.4   (mgal)                       NAVD 88
 OQ1235
 OQ1235  VERT ORDER      -  SECOND    CLASS I
 OQ1235
 OQ1235.The horizontal coordinates were scaled from a topographic map and have
 OQ1235.an estimated accuracy of +/- 6 seconds.
 OQ1235.
 OQ1235.The orthometric height was determined by differential leveling and
 OQ1235.adjusted in June 1995.
 OQ1235
 OQ1235.The dynamic height is computed by dividing the NAVD 88
 OQ1235.geopotential number by the normal gravity value computed on the
 OQ1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OQ1235.degrees latitude (g = 980.6199 gals.).
 OQ1235
 OQ1235.The modeled gravity was interpolated from observed gravity values.
 OQ1235
 OQ1235;                    North         East    Units  Estimated Accuracy
 OQ1235;SPC MN S     -   158,350.      636,650.      MT  (+/- 180 meters Scaled)
 OQ1235
 OQ1235                          SUPERSEDED SURVEY CONTROL
 OQ1235
 OQ1235.No superseded survey control is available for this station.
 OQ1235
 OQ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 14TQP408214(NAD 83)
 OQ1235
 OQ1235_MARKER: DV = VERTICAL CONTROL DISK
 OQ1235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 OQ1235_SP_SET: ALUMINUM ALLOY ROD
 OQ1235_STAMPING: 5307 U 1988
 OQ1235_MARK LOGO: MNDT  
 OQ1235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OQ1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OQ1235
 OQ1235  HISTORY     - Date     Condition        Report By
 OQ1235  HISTORY     - 1988     MONUMENTED       MNDT
 OQ1235
 OQ1235                          STATION DESCRIPTION
 OQ1235
 OQ1235'DESCRIBED BY MN DEPT OF TRANSP 1988
 OQ1235'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) SOUTH OF THE TOWN OF
 OQ1235'ELLSWORTH, IN THE SE 1/4 OF SECTION 32, T101N, R43W, AT AN ENTRANCE
 OQ1235'ON THE WEST RIGHT-OF-WAY OF TRUNK HIGHWAY 91 AT MILEPOINT 0.5, 1.0 MI
 OQ1235'(1.6 KM) SOUTH ALONG TRUNK HIGHWAY 91 FROM ITS JUNCTION WITH COUNTY
 OQ1235'ROAD 11 IN ELLSWORTH. THE MARK, A STANDARD MNDT ALUMINUM VERTICAL
 OQ1235'CONTROL MONUMENT DISK STAMPED---5307 U 1988---, IS SET ON THE TOP OF
 OQ1235'A DRIVEN 3/4-INCH DIAMETER BY 20-FOOT LONG ALUMINUM ROD THAT IS FLUSH
 OQ1235'WITH THE SURFACE OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE
 OQ1235'LEVEL OF TRUNK HIGHWAY 91. THE MARK IS 73.5 FT (22.4 M) WEST OF THE
 OQ1235'CENTERLINE OF TRUNK HIGHWAY 91, 18.5 FT (5.6 M) SOUTH OF THE CENTER
 OQ1235'OF AN ENTRANCE, 114.5 FT (34.9 M) NORTH-NORTHWEST OF THE WEST LEG OF
 OQ1235'A NO PASSING ZONE SIGN, 1.5 FT (0.5 M) EAST OF A NORTH-SOUTH
 OQ1235'FENCELINE, AND 0.9 FT (27.4 CM) SOUTH OF A STEEL WITNESS POST.  A
 OQ1235'MAGNET IN THE DISK MAKES THE MARK MAGNETIC.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 OP0643 ***********************************************************************
 OP0643  DESIGNATION -  5308 A
 OP0643  PID         -  OP0643
 OP0643  STATE/COUNTY-  MN/NOBLES
 OP0643  COUNTRY     -  US
 OP0643  USGS QUAD   -  ADRIAN (1967)
 OP0643
 OP0643                         *CURRENT SURVEY CONTROL
 OP0643  ______________________________________________________________________
 OP0643* NAD 83(1986) POSITION- 43 38 26.     (N) 095 55 58.     (W)   SCALED    
 OP0643* NAVD 88 ORTHO HEIGHT -   464.341  (meters)    1523.43  (feet) ADJUSTED  
 OP0643  ______________________________________________________________________
 OP0643  GEOID HEIGHT    -        -26.44  (meters)                     GEOID09
 OP0643  DYNAMIC HEIGHT  -        464.228 (meters)     1523.05  (feet) COMP
 OP0643  MODELED GRAVITY -    980,361.0   (mgal)                       NAVD 88
 OP0643
 OP0643  VERT ORDER      -  SECOND    CLASS 0
 OP0643
 OP0643.The horizontal coordinates were scaled from a topographic map and have
 OP0643.an estimated accuracy of +/- 6 seconds.
 OP0643.
 OP0643.The orthometric height was determined by differential leveling and
 OP0643.adjusted in June 1995.
 OP0643
 OP0643.The dynamic height is computed by dividing the NAVD 88
 OP0643.geopotential number by the normal gravity value computed on the
 OP0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OP0643.degrees latitude (g = 980.6199 gals.).
 OP0643
 OP0643.The modeled gravity was interpolated from observed gravity values.
 OP0643
 OP0643;                    North         East    Units  Estimated Accuracy
 OP0643;SPC MN S     -   173,020.      644,060.      MT  (+/- 180 meters Scaled)
 OP0643
 OP0643                          SUPERSEDED SURVEY CONTROL
 OP0643
 OP0643  NAVD 88 (06/15/91)  464.348  (m)         1523.45   (f) SUPERSEDED  2 0
 OP0643  NGVD 29 (??/??/92)  464.12   (m)         1522.7    (f) COMPUTED    2 0
 OP0643
 OP0643.Superseded values are not recommended for survey control.
 OP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OP0643.See file dsdata.txt to determine how the superseded data were derived.
 OP0643
 OP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ634361(NAD 83)
 OP0643
 OP0643_MARKER: DB = BENCH MARK DISK
 OP0643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OP0643_SP_SET: BOX CULVERT HEADWALL
 OP0643_STAMPING: 5308 A 1966
 OP0643_MARK LOGO: MNHD  
 OP0643_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OP0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OP0643+STABILITY: SURFACE MOTION
 OP0643
 OP0643  HISTORY     - Date     Condition        Report By
 OP0643  HISTORY     - 1966     MONUMENTED       MNHD
 OP0643  HISTORY     - 1979     GOOD             MNDT
 OP0643  HISTORY     - 19880727 GOOD             MNDT
 OP0643
 OP0643                          STATION DESCRIPTION
 OP0643
 OP0643'DESCRIBED BY MN HIGHWAY DEPT 1966
 OP0643'0.2 MI N FROM ADRIAN.
 OP0643'MARK IS LOCATED IN THE NW 1/4, SECTION 18, T102N, R42W ABOUT 0.2 MILE
 OP0643'NORTH OF ADRIAN.  MARK IS A STANDARD MINNESOTA HIGHWAY DEPARTMENT
 OP0643'DISK, STAMPED 5308A 1966 SET IN SOUTHEAST CORNER OF A TWIN BOX CULVERT
 OP0643'ABOUT 1000 FEET NORTH OF INTERSECTION OF T.H. 16 AND T.H. 91 AT
 OP0643'ADRIAN.
 OP0643
 OP0643                          STATION RECOVERY (1979)
 OP0643
 OP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 1979
 OP0643'THE BENCH MARK IS ON THE NORTH EDGE OF ADRIAN. A STANDARD MHD DISK,
 OP0643'STAMPED '5308 A 1966', SET IN THE SOUTHERN CORNER OF HEADWALL OF A
 OP0643'TWIN BOX CULVERT OVER THE KANARANZI CREEK (BRIDGE 5653), 98.5 FEET
 OP0643'NORTH DRIVEWAY TO STANDARD GAS STATION, 27 FEET EAST 27 FEET EAST OF
 OP0643'TRUNK HIGHWAY 91 STA. 10 AND 21, NEAR MAGNOLIA STREET, 0.2 MILES
 OP0643'NORTH OF THE JUNCTION TRUNK HIGHWAY 91 AND C.S.A.H. 35 IN ADRIAN, 1
 OP0643'FOOT ABOVE THE ROADWAY. T.H. 91 MILE POINT 13.6.
 OP0643
 OP0643                          STATION RECOVERY (1988)
 OP0643
 OP0643'RECOVERY NOTE BY MN DEPT OF TRANSP 1988
 OP0643'THE MARK IS AT THE NORTH EDGE OF THE TOWN OF ADRIAN, IN THE NW 1/4 OF
 OP0643'SECTION 18, T102N, R42W, IN THE TOP OF THE HEADWALL OF THE SOUTHEAST
 OP0643'ABUTMENT OF A TRUNK HIGHWAY 91 TWIN BOX CULVERT AT THE KANARANZI
 OP0643'CREEK.  THE MARK IS 26.3 FT (8.0 M) EAST OF THE CENTERLINE OF TRUNK
 OP0643'HIGHWAY 91 AT MILEPOINT 13.55, 81.4 FT (24.8 M) SOUTH OF A LIGHT
 OP0643'POLE, 0.5 FT (15.2 CM) NORTH OF THE SOUTHEAST CORNER OF THE BOX
 OP0643'CULVERT, AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE HIGHWAY.  THE
 OP0643'MARK IS A STANDARD MNHD BENCH MARK DISK STAMPED---5308 A 1966---.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7683 ***********************************************************************
 AI7683  DESIGNATION -  5308 B
 AI7683  PID         -  AI7683
 AI7683  STATE/COUNTY-  MN/NOBLES
 AI7683  COUNTRY     -  US
 AI7683  USGS QUAD   -  ADRIAN (1967)
 AI7683
 AI7683                         *CURRENT SURVEY CONTROL
 AI7683  ______________________________________________________________________
 AI7683* NAD 83(1986) POSITION- 43 38 49.     (N) 095 55 58.     (W)   SCALED    
 AI7683* NAVD 88 ORTHO HEIGHT -   466.907  (meters)    1531.84  (feet) ADJUSTED  
 AI7683  ______________________________________________________________________
 AI7683  GEOID HEIGHT    -        -26.43  (meters)                     GEOID09
 AI7683  DYNAMIC HEIGHT  -        466.794 (meters)     1531.47  (feet) COMP
 AI7683  MODELED GRAVITY -    980,362.5   (mgal)                       NAVD 88
 AI7683
 AI7683  VERT ORDER      -  SECOND    CLASS I
 AI7683
 AI7683.The horizontal coordinates were scaled from a topographic map and have
 AI7683.an estimated accuracy of +/- 6 seconds.
 AI7683.
 AI7683.The orthometric height was determined by differential leveling and
 AI7683.adjusted in January 2001.
 AI7683
 AI7683.The dynamic height is computed by dividing the NAVD 88
 AI7683.geopotential number by the normal gravity value computed on the
 AI7683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7683.degrees latitude (g = 980.6199 gals.).
 AI7683
 AI7683.The modeled gravity was interpolated from observed gravity values.
 AI7683
 AI7683;                    North         East    Units  Estimated Accuracy
 AI7683;SPC MN S     -   173,730.      644,070.      MT  (+/- 180 meters Scaled)
 AI7683
 AI7683                          SUPERSEDED SURVEY CONTROL
 AI7683
 AI7683.No superseded survey control is available for this station.
 AI7683
 AI7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ634368(NAD 83)
 AI7683
 AI7683_MARKER: DB = BENCH MARK DISK
 AI7683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7683_STAMPING: 5308 B 1956
 AI7683_MARK LOGO: MNDT  
 AI7683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7683+STABILITY: SURFACE MOTION
 AI7683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7683+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7683
 AI7683  HISTORY     - Date     Condition        Report By
 AI7683  HISTORY     - 1956     MONUMENTED       MNDT
 AI7683  HISTORY     - 20000104 GOOD             MNDT
 AI7683
 AI7683                          STATION DESCRIPTION
 AI7683
 AI7683'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AI7683'THE MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS AT ADRIAN, 0.2 MI
 AI7683'(0.3 KM) NORTH ON TH 91 FROM JCT OF TH 91 AND FAI 90, 0.6 MI (1.0 KM)
 AI7683'NORTH OF CO RD 35, AT TH 91 MP 14, IN SE CORNER OF TH 91 BRDG 6879
 AI7683'OVER KANARANZI CREEK, 18 FT (5.5 M) EAST OF TH 91, NOT SUITABLE FOR
 AI7683'GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7666 ***********************************************************************
 AI7666  DESIGNATION -  5308 C
 AI7666  PID         -  AI7666
 AI7666  STATE/COUNTY-  MN/NOBLES
 AI7666  COUNTRY     -  US
 AI7666  USGS QUAD   -  ADRIAN (1967)
 AI7666
 AI7666                         *CURRENT SURVEY CONTROL
 AI7666  ______________________________________________________________________
 AI7666* NAD 83(2007) POSITION- 43 39 12.13648(N) 095 56 00.36685(W)   ADJUSTED  
 AI7666* NAD 83(2007) ELLIP HT-   438.281 (meters)        (02/10/07)   ADJUSTED
 AI7666* NAD 83(2007) EPOCH   -  2002.00
 AI7666* NAVD 88 ORTHO HEIGHT -   464.698  (meters)    1524.60  (feet) ADJUSTED  
 AI7666  ______________________________________________________________________
 AI7666  NAD 83(2007) X  -   -477,837.814 (meters)                     COMP
 AI7666  NAD 83(2007) Y  - -4,597,699.148 (meters)                     COMP
 AI7666  NAD 83(2007) Z  -  4,380,609.086 (meters)                     COMP
 AI7666  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC09
 AI7666  GEOID HEIGHT    -        -26.42  (meters)                     GEOID09
 AI7666  DYNAMIC HEIGHT  -        464.586 (meters)     1524.23  (feet) COMP
 AI7666  MODELED GRAVITY -    980,364.0   (mgal)                       NAVD 88
 AI7666
 AI7666  VERT ORDER      -  SECOND    CLASS I
 AI7666
 AI7666  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7666  Type                                         Horiz  Ellip  Dist(km)
 AI7666  -------------------------------------------------------------------
 AI7666  NETWORK                                       0.68   0.94
 AI7666  -------------------------------------------------------------------
 AI7666  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.62   0.84      1.07
 AI7666  -------------------------------------------------------------------
 AI7666  NOTE: Click here for information on individual local accuracy
 AI7666  values and other accuracy information.
 AI7666
 AI7666
 AI7666.The horizontal coordinates were established by GPS observations
 AI7666.and adjusted by the National Geodetic Survey in February 2007.
 AI7666
 AI7666.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7666.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7666
 AI7666.The horizontal coordinates are valid at the epoch date displayed above
 AI7666.which is a decimal equivalence of Year/Month/Day.
 AI7666
 AI7666.The orthometric height was determined by differential leveling and
 AI7666.adjusted in January 2001.
 AI7666
 AI7666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7666
 AI7666.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7666
 AI7666.The ellipsoidal height was determined by GPS observations
 AI7666.and is referenced to NAD 83.
 AI7666
 AI7666.The dynamic height is computed by dividing the NAVD 88
 AI7666.geopotential number by the normal gravity value computed on the
 AI7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7666.degrees latitude (g = 980.6199 gals.).
 AI7666
 AI7666.The modeled gravity was interpolated from observed gravity values.
 AI7666
 AI7666. The following values were computed from the NAD 83(2007) position.
 AI7666
 AI7666;                    North         East     Units Scale Factor Converg.
 AI7666;SPC MN S     -   174,443.357   644,036.310   MT  1.00003069   -1 21 18.7
 AI7666;SPC MN S     -   572,319.58  2,112,975.79   sFT  1.00003069   -1 21 18.7
 AI7666;UTM  15      - 4,837,556.743   263,444.536   MT  1.00028835   -2 01 33.1
 AI7666;UTM  14      - 4,837,945.145   747,291.658   MT  1.00035226   +2 07 04.4
 AI7666
 AI7666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7666!SPC MN S     -   0.99993128  x   1.00003069  =   0.99996197
 AI7666!UTM  15      -   0.99993128  x   1.00028835  =   1.00021961
 AI7666!UTM  14      -   0.99993128  x   1.00035226  =   1.00028351
 AI7666
 AI7666:                Primary Azimuth Mark                     Grid Az
 AI7666:SPC MN S     -  5308 D                                   004 39 59.8
 AI7666:UTM  15      -  5308 D                                   005 20 14.2
 AI7666:UTM  14      -  5308 D                                   001 11 36.7
 AI7666
 AI7666|---------------------------------------------------------------------|
 AI7666| PID    Reference Object                     Distance      Geod. Az  |
 AI7666|                                                           dddmmss.s |
 AI7666| AI7667 5308 D                              APPROX. 0.7 KM 0031841.1 |
 AI7666|---------------------------------------------------------------------|
 AI7666
 AI7666                          SUPERSEDED SURVEY CONTROL
 AI7666
 AI7666  NAD 83(1996)-  43 39 12.13590(N)    095 56 00.36611(W) AD(       ) 1
 AI7666  ELLIP H (11/13/02)  438.309  (m)                       GP(       ) 3 1
 AI7666  NAVD 88 (11/13/02)  464.70   (m)         1524.6    (f) LEVELING    3  
 AI7666
 AI7666.Superseded values are not recommended for survey control.
 AI7666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7666.See file dsdata.txt to determine how the superseded data were derived.
 AI7666
 AI7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6344437556(NAD 83)
 AI7666
 AI7666_MARKER: DB = BENCH MARK DISK
 AI7666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7666_STAMPING: 5308 C 1956
 AI7666_MARK LOGO: MNDT  
 AI7666_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7666+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7666
 AI7666  HISTORY     - Date     Condition        Report By
 AI7666  HISTORY     - 1956     MONUMENTED       MNDT
 AI7666  HISTORY     - 19991115 GOOD             MNDT
 AI7666  HISTORY     - 20000104 GOOD             MNDT
 AI7666
 AI7666                          STATION DESCRIPTION
 AI7666
 AI7666'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7666'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.
 AI7666
 AI7666                          STATION RECOVERY (2000)
 AI7666
 AI7666'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7666'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7666'THE MARK IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTH OF ADRIAN, 74 FT (22.6
 AI7666'M) WEST OF TH 91, 1 FT (0.3 M) EAST OF FENCE, 0.5 FT (15.2 CM) EAST OF
 AI7666'WIT POST, AT TH 91 MP 14.5, 0.65 MI (1.05 KM) NORTH OF FAI 90, 1.0 MI
 AI7666'(1.6 KM) NORTH OF OLD TH 16.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7667 ***********************************************************************
 AI7667  DESIGNATION -  5308 D
 AI7667  PID         -  AI7667
 AI7667  STATE/COUNTY-  MN/NOBLES
 AI7667  COUNTRY     -  US
 AI7667  USGS QUAD   -  ADRIAN (1967)
 AI7667
 AI7667                         *CURRENT SURVEY CONTROL
 AI7667  ______________________________________________________________________
 AI7667* NAD 83(2007) POSITION- 43 39 35.63117(N) 095 55 58.49442(W)   ADJUSTED  
 AI7667* NAD 83(2007) ELLIP HT-   449.967 (meters)        (02/10/07)   ADJUSTED
 AI7667* NAD 83(2007) EPOCH   -  2002.00
 AI7667* NAVD 88 ORTHO HEIGHT -   476.366  (meters)    1562.88  (feet) ADJUSTED  
 AI7667  ______________________________________________________________________
 AI7667  NAD 83(2007) X  -   -477,745.207 (meters)                     COMP
 AI7667  NAD 83(2007) Y  - -4,597,213.973 (meters)                     COMP
 AI7667  NAD 83(2007) Z  -  4,381,141.798 (meters)                     COMP
 AI7667  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC09
 AI7667  GEOID HEIGHT    -        -26.41  (meters)                     GEOID09
 AI7667  DYNAMIC HEIGHT  -        476.252 (meters)     1562.50  (feet) COMP
 AI7667  MODELED GRAVITY -    980,365.6   (mgal)                       NAVD 88
 AI7667
 AI7667  VERT ORDER      -  SECOND    CLASS I
 AI7667
 AI7667  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7667  Type                                         Horiz  Ellip  Dist(km)
 AI7667  -------------------------------------------------------------------
 AI7667  NETWORK                                       0.80   1.14
 AI7667  -------------------------------------------------------------------
 AI7667  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.71   1.00      1.57
 AI7667  -------------------------------------------------------------------
 AI7667  NOTE: Click here for information on individual local accuracy
 AI7667  values and other accuracy information.
 AI7667
 AI7667
 AI7667.The horizontal coordinates were established by GPS observations
 AI7667.and adjusted by the National Geodetic Survey in February 2007.
 AI7667
 AI7667.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7667.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7667
 AI7667.The horizontal coordinates are valid at the epoch date displayed above
 AI7667.which is a decimal equivalence of Year/Month/Day.
 AI7667
 AI7667.The orthometric height was determined by differential leveling and
 AI7667.adjusted in January 2001.
 AI7667
 AI7667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7667
 AI7667.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7667
 AI7667.The ellipsoidal height was determined by GPS observations
 AI7667.and is referenced to NAD 83.
 AI7667
 AI7667.The dynamic height is computed by dividing the NAVD 88
 AI7667.geopotential number by the normal gravity value computed on the
 AI7667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7667.degrees latitude (g = 980.6199 gals.).
 AI7667
 AI7667.The modeled gravity was interpolated from observed gravity values.
 AI7667
 AI7667. The following values were computed from the NAD 83(2007) position.
 AI7667
 AI7667;                    North         East     Units Scale Factor Converg.
 AI7667;SPC MN S     -   175,167.292   644,095.403   MT  1.00002903   -1 21 17.4
 AI7667;SPC MN S     -   574,694.69  2,113,169.67   sFT  1.00002903   -1 21 17.4
 AI7667;UTM  15      - 4,838,280.123   263,512.118   MT  1.00028796   -2 01 32.7
 AI7667;UTM  14      - 4,838,671.565   747,306.791   MT  1.00035235   +2 07 06.6
 AI7667
 AI7667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7667!SPC MN S     -   0.99992945  x   1.00002903  =   0.99995847
 AI7667!UTM  15      -   0.99992945  x   1.00028796  =   1.00021738
 AI7667!UTM  14      -   0.99992945  x   1.00035235  =   1.00028177
 AI7667
 AI7667:                Primary Azimuth Mark                     Grid Az
 AI7667:SPC MN S     -  5308 E                                   001 49 30.3
 AI7667:UTM  15      -  5308 E                                   002 29 45.6
 AI7667:UTM  14      -  5308 E                                   358 21 06.3
 AI7667
 AI7667|---------------------------------------------------------------------|
 AI7667| PID    Reference Object                     Distance      Geod. Az  |
 AI7667|                                                           dddmmss.s |
 AI7667| AI7668 5308 E                              APPROX. 1.6 KM 0002812.9 |
 AI7667| AI7666 5308 C                              APPROX. 0.7 KM 1831842.4 |
 AI7667|---------------------------------------------------------------------|
 AI7667
 AI7667                          SUPERSEDED SURVEY CONTROL
 AI7667
 AI7667  NAD 83(1996)-  43 39 35.63059(N)    095 55 58.49369(W) AD(       ) 1
 AI7667  ELLIP H (11/13/02)  449.997  (m)                       GP(       ) 3 1
 AI7667  NAVD 88 (11/13/02)  476.37   (m)         1562.9    (f) LEVELING    3  
 AI7667
 AI7667.Superseded values are not recommended for survey control.
 AI7667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7667.See file dsdata.txt to determine how the superseded data were derived.
 AI7667
 AI7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6351238280(NAD 83)
 AI7667
 AI7667_MARKER: DB = BENCH MARK DISK
 AI7667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7667_STAMPING: 5308 D 1956
 AI7667_MARK LOGO: MNDT  
 AI7667_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7667+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7667
 AI7667  HISTORY     - Date     Condition        Report By
 AI7667  HISTORY     - 1956     MONUMENTED       MNDT
 AI7667  HISTORY     - 19991115 GOOD             MNDT
 AI7667  HISTORY     - 20000104 GOOD             MNDT
 AI7667
 AI7667                          STATION DESCRIPTION
 AI7667
 AI7667'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7667'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.
 AI7667
 AI7667                          STATION RECOVERY (2000)
 AI7667
 AI7667'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7667'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7667'THE MARK IS LOCATED ABOUT 1.05 MI (1.69 KM) NORTH ALONG TH 91 FROM TH
 AI7667'91 AND FAI 90 IN ADRIAN, 74 FT (22.6 M) EAST OF TH 91, 21 FT (6.4 M)
 AI7667'NNE OF P-POLE, 38 FT (11.6 M) SOUTH OF DRIVEWAY, 109 FT (33.2 M) SW OF
 AI7667'SW COR OF HOUSE, 62 FT (18.9 M) NORTH OF TWP RD WEST, 0.7 FT (21.3 CM)
 AI7667'WEST OF WIT POST, AT TH 91 MP 14.9.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7668 ***********************************************************************
 AI7668  DESIGNATION -  5308 E
 AI7668  PID         -  AI7668
 AI7668  STATE/COUNTY-  MN/NOBLES
 AI7668  COUNTRY     -  US
 AI7668  USGS QUAD   -  ADRIAN (1967)
 AI7668
 AI7668                         *CURRENT SURVEY CONTROL
 AI7668  ______________________________________________________________________
 AI7668* NAD 83(2007) POSITION- 43 40 26.51733(N) 095 55 57.91900(W)   ADJUSTED  
 AI7668* NAD 83(2007) ELLIP HT-   461.994 (meters)        (02/10/07)   ADJUSTED
 AI7668* NAD 83(2007) EPOCH   -  2002.00
 AI7668* NAVD 88 ORTHO HEIGHT -   488.373  (meters)    1602.27  (feet) ADJUSTED  
 AI7668  ______________________________________________________________________
 AI7668  NAD 83(2007) X  -   -477,621.192 (meters)                     COMP
 AI7668  NAD 83(2007) Y  - -4,596,145.325 (meters)                     COMP
 AI7668  NAD 83(2007) Z  -  4,382,286.218 (meters)                     COMP
 AI7668  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC09
 AI7668  GEOID HEIGHT    -        -26.38  (meters)                     GEOID09
 AI7668  DYNAMIC HEIGHT  -        488.258 (meters)     1601.89  (feet) COMP
 AI7668  MODELED GRAVITY -    980,369.1   (mgal)                       NAVD 88
 AI7668
 AI7668  VERT ORDER      -  SECOND    CLASS I
 AI7668
 AI7668  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7668  Type                                         Horiz  Ellip  Dist(km)
 AI7668  -------------------------------------------------------------------
 AI7668  NETWORK                                       0.78   1.08
 AI7668  -------------------------------------------------------------------
 AI7668  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.57   0.69      2.30
 AI7668  -------------------------------------------------------------------
 AI7668  NOTE: Click here for information on individual local accuracy
 AI7668  values and other accuracy information.
 AI7668
 AI7668
 AI7668.The horizontal coordinates were established by GPS observations
 AI7668.and adjusted by the National Geodetic Survey in February 2007.
 AI7668
 AI7668.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7668.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7668
 AI7668.The horizontal coordinates are valid at the epoch date displayed above
 AI7668.which is a decimal equivalence of Year/Month/Day.
 AI7668
 AI7668.The orthometric height was determined by differential leveling and
 AI7668.adjusted in January 2001.
 AI7668
 AI7668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7668
 AI7668.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7668
 AI7668.The ellipsoidal height was determined by GPS observations
 AI7668.and is referenced to NAD 83.
 AI7668
 AI7668.The dynamic height is computed by dividing the NAVD 88
 AI7668.geopotential number by the normal gravity value computed on the
 AI7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7668.degrees latitude (g = 980.6199 gals.).
 AI7668
 AI7668.The modeled gravity was interpolated from observed gravity values.
 AI7668
 AI7668. The following values were computed from the NAD 83(2007) position.
 AI7668
 AI7668;                    North         East     Units Scale Factor Converg.
 AI7668;SPC MN S     -   176,737.076   644,145.424   MT  1.00002547   -1 21 17.0
 AI7668;SPC MN S     -   579,844.89  2,113,333.78   sFT  1.00002547   -1 21 17.0
 AI7668;UTM  15      - 4,839,849.622   263,580.541   MT  1.00028756   -2 01 34.2
 AI7668;UTM  14      - 4,840,242.005   747,261.593   MT  1.00035207   +2 07 09.0
 AI7668
 AI7668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7668!SPC MN S     -   0.99992756  x   1.00002547  =   0.99995303
 AI7668!UTM  15      -   0.99992756  x   1.00028756  =   1.00021510
 AI7668!UTM  14      -   0.99992756  x   1.00035207  =   1.00027960
 AI7668
 AI7668:                Primary Azimuth Mark                     Grid Az
 AI7668:SPC MN S     -  5308 E 2                                 001 39 44.9
 AI7668:UTM  15      -  5308 E 2                                 002 20 02.1
 AI7668:UTM  14      -  5308 E 2                                 358 11 18.9
 AI7668
 AI7668|---------------------------------------------------------------------|
 AI7668| PID    Reference Object                     Distance      Geod. Az  |
 AI7668|                                                           dddmmss.s |
 AI7668| AI7669 5308 E 2                            APPROX. 1.6 KM 0001827.9 |
 AI7668|---------------------------------------------------------------------|
 AI7668
 AI7668                          SUPERSEDED SURVEY CONTROL
 AI7668
 AI7668  NAD 83(1996)-  43 40 26.51677(N)    095 55 57.91827(W) AD(       ) 1
 AI7668  ELLIP H (11/13/02)  462.023  (m)                       GP(       ) 3 1
 AI7668  NAVD 88 (11/13/02)  488.37   (m)         1602.3    (f) LEVELING    3  
 AI7668
 AI7668.Superseded values are not recommended for survey control.
 AI7668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7668.See file dsdata.txt to determine how the superseded data were derived.
 AI7668
 AI7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6358039849(NAD 83)
 AI7668
 AI7668_MARKER: DB = BENCH MARK DISK
 AI7668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7668_STAMPING: 5308 E 1956
 AI7668_MARK LOGO: MNDT  
 AI7668_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7668+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7668
 AI7668  HISTORY     - Date     Condition        Report By
 AI7668  HISTORY     - 1956     MONUMENTED       MNDT
 AI7668  HISTORY     - 19991115 GOOD             MNDT
 AI7668  HISTORY     - 20000104 GOOD             MNDT
 AI7668
 AI7668                          STATION DESCRIPTION
 AI7668
 AI7668'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7668'RECOVERED AS DESCRIBED, PROJECTS 12 INCHES, MAGNETIC.
 AI7668
 AI7668                          STATION RECOVERY (2000)
 AI7668
 AI7668'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7668'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7668'THE MARK IS LOCATED ABOUT 2.05 MI (3.30 KM) NORTH ALONG TH 91 FROM JCT
 AI7668'TH 91 AND FAI 90 IN ADRIAN, 2 MI (3.2 KM) NORTH OF FAI 90, AT TH 91 MP
 AI7668'15.9, 82 FT (25.0 M) EAST OF TH 91, 28 FT (8.5 M) SSE OF P-POLE, 33 FT
 AI7668'(10.1 M) EAST OF CONC APRON, 60 FT (18.3 M) SOUTH OF T-RD EAST, 6.2 FT
 AI7668'(1.9 M) EAST OF CABLE MARKER, 2.0 FT (0.6 M) NORTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7669 ***********************************************************************
 AI7669  DESIGNATION -  5308 E 2
 AI7669  PID         -  AI7669
 AI7669  STATE/COUNTY-  MN/NOBLES
 AI7669  COUNTRY     -  US
 AI7669  USGS QUAD   -  ADRIAN (1967)
 AI7669
 AI7669                         *CURRENT SURVEY CONTROL
 AI7669  ______________________________________________________________________
 AI7669* NAD 83(2007) POSITION- 43 41 18.98489(N) 095 55 57.53064(W)   ADJUSTED  
 AI7669* NAD 83(2007) ELLIP HT-   469.342 (meters)        (02/10/07)   ADJUSTED
 AI7669* NAD 83(2007) EPOCH   -  2002.00
 AI7669* NAVD 88 ORTHO HEIGHT -   495.677  (meters)    1626.23  (feet) ADJUSTED  
 AI7669  ______________________________________________________________________
 AI7669  NAD 83(2007) X  -   -477,497.486 (meters)                     COMP
 AI7669  NAD 83(2007) Y  - -4,595,039.057 (meters)                     COMP
 AI7669  NAD 83(2007) Z  -  4,383,462.440 (meters)                     COMP
 AI7669  LAPLACE CORR    -         -0.16  (seconds)                    DEFLEC09
 AI7669  GEOID HEIGHT    -        -26.35  (meters)                     GEOID09
 AI7669  DYNAMIC HEIGHT  -        495.562 (meters)     1625.86  (feet) COMP
 AI7669  MODELED GRAVITY -    980,372.6   (mgal)                       NAVD 88
 AI7669
 AI7669  VERT ORDER      -  SECOND    CLASS I
 AI7669
 AI7669  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7669  Type                                         Horiz  Ellip  Dist(km)
 AI7669  -------------------------------------------------------------------
 AI7669  NETWORK                                       0.78   1.08
 AI7669  -------------------------------------------------------------------
 AI7669  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.53   0.63      1.62
 AI7669  -------------------------------------------------------------------
 AI7669  NOTE: Click here for information on individual local accuracy
 AI7669  values and other accuracy information.
 AI7669
 AI7669
 AI7669.The horizontal coordinates were established by GPS observations
 AI7669.and adjusted by the National Geodetic Survey in February 2007.
 AI7669
 AI7669.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7669.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7669
 AI7669.The horizontal coordinates are valid at the epoch date displayed above
 AI7669.which is a decimal equivalence of Year/Month/Day.
 AI7669
 AI7669.The orthometric height was determined by differential leveling and
 AI7669.adjusted in January 2001.
 AI7669
 AI7669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7669
 AI7669.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7669
 AI7669.The ellipsoidal height was determined by GPS observations
 AI7669.and is referenced to NAD 83.
 AI7669
 AI7669.The dynamic height is computed by dividing the NAVD 88
 AI7669.geopotential number by the normal gravity value computed on the
 AI7669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7669.degrees latitude (g = 980.6199 gals.).
 AI7669
 AI7669.The modeled gravity was interpolated from observed gravity values.
 AI7669
 AI7669. The following values were computed from the NAD 83(2007) position.
 AI7669
 AI7669;                    North         East     Units Scale Factor Converg.
 AI7669;SPC MN S     -   178,355.751   644,192.404   MT  1.00002187   -1 21 16.7
 AI7669;SPC MN S     -   585,155.49  2,113,487.91   sFT  1.00002187   -1 21 16.7
 AI7669;UTM  15      - 4,841,468.061   263,646.512   MT  1.00028717   -2 01 35.9
 AI7669;UTM  14      - 4,841,861.084   747,210.380   MT  1.00035176   +2 07 11.3
 AI7669
 AI7669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7669!SPC MN S     -   0.99992641  x   1.00002187  =   0.99994828
 AI7669!UTM  15      -   0.99992641  x   1.00028717  =   1.00021356
 AI7669!UTM  14      -   0.99992641  x   1.00035176  =   1.00027814
 AI7669
 AI7669:                Primary Azimuth Mark                     Grid Az
 AI7669:SPC MN S     -  5308 F                                   001 34 57.5
 AI7669:UTM  15      -  5308 F                                   002 15 16.7
 AI7669:UTM  14      -  5308 F                                   358 06 29.5
 AI7669
 AI7669|---------------------------------------------------------------------|
 AI7669| PID    Reference Object                     Distance      Geod. Az  |
 AI7669|                                                           dddmmss.s |
 AI7669| AI7670 5308 F                              APPROX. 0.8 KM 0001340.8 |
 AI7669|---------------------------------------------------------------------|
 AI7669
 AI7669                          SUPERSEDED SURVEY CONTROL
 AI7669
 AI7669  NAD 83(1996)-  43 41 18.98432(N)    095 55 57.52990(W) AD(       ) 1
 AI7669  ELLIP H (11/13/02)  469.371  (m)                       GP(       ) 3 1
 AI7669  NAVD 88 (11/13/02)  495.68   (m)         1626.2    (f) LEVELING    3  
 AI7669
 AI7669.Superseded values are not recommended for survey control.
 AI7669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7669.See file dsdata.txt to determine how the superseded data were derived.
 AI7669
 AI7669_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6364641468(NAD 83)
 AI7669
 AI7669_MARKER: DB = BENCH MARK DISK
 AI7669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7669_STAMPING: 5308 E 2 1973
 AI7669_MARK LOGO: MNDT  
 AI7669_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7669+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7669
 AI7669  HISTORY     - Date     Condition        Report By
 AI7669  HISTORY     - 1973     MONUMENTED       MNDT
 AI7669  HISTORY     - 19991115 GOOD             MNDT
 AI7669  HISTORY     - 20000104 GOOD             MNDT
 AI7669
 AI7669                          STATION DESCRIPTION
 AI7669
 AI7669'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7669'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.
 AI7669
 AI7669                          STATION RECOVERY (2000)
 AI7669
 AI7669'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7669'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7669'THE MARK IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF ADRIAN, 3 MI (4.8
 AI7669'KM) NORTH ON TH 91 FROM JCT OF TH 91 AND FAI 90, 73 FT (22.3 M) EAST
 AI7669'OF TH 91, AT TH 91 MP 16.9, 37 FT (11.3 M) SOUTH OF TWP RD EAST, 68.5
 AI7669'FT (20.9 M) SSE OF P-POLE, 4.0 FT (1.2 M) NORTH OF CABLE MARKER, 2.0
 AI7669'FT (0.6 M) SOUTH OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7670 ***********************************************************************
 AI7670  DESIGNATION -  5308 F
 AI7670  PID         -  AI7670
 AI7670  STATE/COUNTY-  MN/NOBLES
 AI7670  COUNTRY     -  US
 AI7670  USGS QUAD   -  ADRIAN (1967)
 AI7670
 AI7670                         *CURRENT SURVEY CONTROL
 AI7670  ______________________________________________________________________
 AI7670* NAD 83(2007) POSITION- 43 41 45.19101(N) 095 55 57.38691(W)   ADJUSTED  
 AI7670* NAD 83(2007) ELLIP HT-   471.699 (meters)        (02/10/07)   ADJUSTED
 AI7670* NAD 83(2007) EPOCH   -  2002.00
 AI7670* NAVD 88 ORTHO HEIGHT -   498.016  (meters)    1633.91  (feet) ADJUSTED  
 AI7670  ______________________________________________________________________
 AI7670  NAD 83(2007) X  -   -477,436.709 (meters)                     COMP
 AI7670  NAD 83(2007) Y  - -4,594,485.333 (meters)                     COMP
 AI7670  NAD 83(2007) Z  -  4,384,048.920 (meters)                     COMP
 AI7670  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC09
 AI7670  GEOID HEIGHT    -        -26.33  (meters)                     GEOID09
 AI7670  DYNAMIC HEIGHT  -        497.902 (meters)     1633.53  (feet) COMP
 AI7670  MODELED GRAVITY -    980,374.4   (mgal)                       NAVD 88
 AI7670
 AI7670  VERT ORDER      -  SECOND    CLASS I
 AI7670
 AI7670  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7670  Type                                         Horiz  Ellip  Dist(km)
 AI7670  -------------------------------------------------------------------
 AI7670  NETWORK                                       0.81   1.10
 AI7670  -------------------------------------------------------------------
 AI7670  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.51   0.67      2.42
 AI7670  -------------------------------------------------------------------
 AI7670  NOTE: Click here for information on individual local accuracy
 AI7670  values and other accuracy information.
 AI7670
 AI7670
 AI7670.The horizontal coordinates were established by GPS observations
 AI7670.and adjusted by the National Geodetic Survey in February 2007.
 AI7670
 AI7670.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7670.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7670
 AI7670.The horizontal coordinates are valid at the epoch date displayed above
 AI7670.which is a decimal equivalence of Year/Month/Day.
 AI7670
 AI7670.The orthometric height was determined by differential leveling and
 AI7670.adjusted in January 2001.
 AI7670
 AI7670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7670
 AI7670.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7670
 AI7670.The ellipsoidal height was determined by GPS observations
 AI7670.and is referenced to NAD 83.
 AI7670
 AI7670.The dynamic height is computed by dividing the NAVD 88
 AI7670.geopotential number by the normal gravity value computed on the
 AI7670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7670.degrees latitude (g = 980.6199 gals.).
 AI7670
 AI7670.The modeled gravity was interpolated from observed gravity values.
 AI7670
 AI7670. The following values were computed from the NAD 83(2007) position.
 AI7670
 AI7670;                    North         East     Units Scale Factor Converg.
 AI7670;SPC MN S     -   179,164.261   644,214.742   MT  1.00002009   -1 21 16.6
 AI7670;SPC MN S     -   587,808.08  2,113,561.20   sFT  1.00002009   -1 21 16.6
 AI7670;UTM  15      - 4,842,276.469   263,678.342   MT  1.00028699   -2 01 36.7
 AI7670;UTM  14      - 4,842,669.729   747,183.669   MT  1.00035160   +2 07 12.4
 AI7670
 AI7670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7670!SPC MN S     -   0.99992604  x   1.00002009  =   0.99994613
 AI7670!UTM  15      -   0.99992604  x   1.00028699  =   1.00021301
 AI7670!UTM  14      -   0.99992604  x   1.00035160  =   1.00027761
 AI7670
 AI7670:                Primary Azimuth Mark                     Grid Az
 AI7670:SPC MN S     -  5308 E 2                                 181 34 57.5
 AI7670:UTM  15      -  5308 E 2                                 182 15 17.6
 AI7670:UTM  14      -  5308 E 2                                 178 06 28.5
 AI7670
 AI7670|---------------------------------------------------------------------|
 AI7670| PID    Reference Object                     Distance      Geod. Az  |
 AI7670|                                                           dddmmss.s |
 AI7670| AI7669 5308 E 2                            APPROX. 0.8 KM 1801340.9 |
 AI7670|---------------------------------------------------------------------|
 AI7670
 AI7670                          SUPERSEDED SURVEY CONTROL
 AI7670
 AI7670  NAD 83(1996)-  43 41 45.19046(N)    095 55 57.38616(W) AD(       ) 1
 AI7670  ELLIP H (11/13/02)  471.727  (m)                       GP(       ) 3 1
 AI7670  NAVD 88 (11/13/02)  498.02   (m)         1633.9    (f) LEVELING    3  
 AI7670
 AI7670.Superseded values are not recommended for survey control.
 AI7670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7670.See file dsdata.txt to determine how the superseded data were derived.
 AI7670
 AI7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6367842276(NAD 83)
 AI7670
 AI7670_MARKER: DB = BENCH MARK DISK
 AI7670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7670_STAMPING: 5308 F 1956
 AI7670_MARK LOGO: MNDT  
 AI7670_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7670+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7670
 AI7670  HISTORY     - Date     Condition        Report By
 AI7670  HISTORY     - 1956     MONUMENTED       MNDT
 AI7670  HISTORY     - 19991115 GOOD             MNDT
 AI7670  HISTORY     - 20000104 GOOD             MNDT
 AI7670
 AI7670                          STATION DESCRIPTION
 AI7670
 AI7670'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7670'RECOVERED AS DESCRIBED, PROJECTS 3 INCHES, MAGNETIC.
 AI7670
 AI7670                          STATION RECOVERY (2000)
 AI7670
 AI7670'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7670'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7670'THE MARK IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF ADRIAN, 3.6 MI (5.8
 AI7670'KM) NORTH ON TH 91 FROM JCT OF TH 91 AND FAI 90, 74 FT (22.6 M) EAST
 AI7670'OF TH 91, AT TH 91 MP 17.45, 32 FT (9.8 M) SOUTH OF QUARTER SEC COR,
 AI7670'0.1 MI (0.2 KM) NORTH OF CULVERT, 2.0 FT (0.6 M) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7684 ***********************************************************************
 AI7684  DESIGNATION -  5308 H
 AI7684  PID         -  AI7684
 AI7684  STATE/COUNTY-  MN/NOBLES
 AI7684  COUNTRY     -  US
 AI7684  USGS QUAD   -  ADRIAN (1967)
 AI7684
 AI7684                         *CURRENT SURVEY CONTROL
 AI7684  ______________________________________________________________________
 AI7684* NAD 83(1986) POSITION- 43 42 38.     (N) 095 55 57.     (W)   SCALED    
 AI7684* NAVD 88 ORTHO HEIGHT -   493.901  (meters)    1620.41  (feet) ADJUSTED  
 AI7684  ______________________________________________________________________
 AI7684  GEOID HEIGHT    -        -26.29  (meters)                     GEOID09
 AI7684  DYNAMIC HEIGHT  -        493.790 (meters)     1620.04  (feet) COMP
 AI7684  MODELED GRAVITY -    980,378.1   (mgal)                       NAVD 88
 AI7684
 AI7684  VERT ORDER      -  SECOND    CLASS I
 AI7684
 AI7684.The horizontal coordinates were scaled from a topographic map and have
 AI7684.an estimated accuracy of +/- 6 seconds.
 AI7684.
 AI7684.The orthometric height was determined by differential leveling and
 AI7684.adjusted in January 2001.
 AI7684
 AI7684.The dynamic height is computed by dividing the NAVD 88
 AI7684.geopotential number by the normal gravity value computed on the
 AI7684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7684.degrees latitude (g = 980.6199 gals.).
 AI7684
 AI7684.The modeled gravity was interpolated from observed gravity values.
 AI7684
 AI7684;                    North         East    Units  Estimated Accuracy
 AI7684;SPC MN S     -   180,790.      644,260.      MT  (+/- 180 meters Scaled)
 AI7684
 AI7684                          SUPERSEDED SURVEY CONTROL
 AI7684
 AI7684.No superseded survey control is available for this station.
 AI7684
 AI7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ637439(NAD 83)
 AI7684
 AI7684_MARKER: DB = BENCH MARK DISK
 AI7684_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7684_SP_SET: BOX CULVERT
 AI7684_STAMPING: 5308 H 1956
 AI7684_MARK LOGO: MNDT  
 AI7684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7684+STABILITY: SURFACE MOTION
 AI7684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7684+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7684
 AI7684  HISTORY     - Date     Condition        Report By
 AI7684  HISTORY     - 1956     MONUMENTED       MNDT
 AI7684  HISTORY     - 20000104 GOOD             MNDT
 AI7684
 AI7684                          STATION DESCRIPTION
 AI7684
 AI7684'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AI7684'THE MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS 2.4 MI (3.9 KM)
 AI7684'SOUTH OF LISMORE, 0.2 MI (0.3 KM) NORTH OF WEST QUARTER CORNER OF
 AI7684'SECTION 19, IN SE HEADWALL OF TH 91 BOX CULVERT 1503, 42 FT (12.8 M)
 AI7684'EAST OF TH 91, AT TH 91 MP 18.6, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7685 ***********************************************************************
 AI7685  DESIGNATION -  5308 J
 AI7685  PID         -  AI7685
 AI7685  STATE/COUNTY-  MN/NOBLES
 AI7685  COUNTRY     -  US
 AI7685  USGS QUAD   -  ADRIAN (1967)
 AI7685
 AI7685                         *CURRENT SURVEY CONTROL
 AI7685  ______________________________________________________________________
 AI7685* NAD 83(1986) POSITION- 43 43 57.0    (N) 095 55 58.9    (W)   HD_HELD2  
 AI7685* NAVD 88 ORTHO HEIGHT -   497.779  (meters)    1633.13  (feet) ADJUSTED  
 AI7685  ______________________________________________________________________
 AI7685  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 AI7685  DYNAMIC HEIGHT  -        497.670 (meters)     1632.77  (feet) COMP
 AI7685  MODELED GRAVITY -    980,383.3   (mgal)                       NAVD 88
 AI7685
 AI7685  VERT ORDER      -  SECOND    CLASS I
 AI7685
 AI7685.The horizontal coordinates were established by autonomous hand held GPS
 AI7685.observations and have an estimated accuracy of +/- 10 meters.
 AI7685.
 AI7685.The orthometric height was determined by differential leveling and
 AI7685.adjusted in January 2001.
 AI7685
 AI7685.The dynamic height is computed by dividing the NAVD 88
 AI7685.geopotential number by the normal gravity value computed on the
 AI7685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7685.degrees latitude (g = 980.6199 gals.).
 AI7685
 AI7685.The modeled gravity was interpolated from observed gravity values.
 AI7685
 AI7685;                    North         East    Units  Estimated Accuracy
 AI7685;SPC MN S     -   183,232.      644,277.      MT  (+/- 10 meters HH2 GPS)
 AI7685
 AI7685                          SUPERSEDED SURVEY CONTROL
 AI7685
 AI7685.No superseded survey control is available for this station.
 AI7685
 AI7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6378846344(NAD 83)
 AI7685
 AI7685_MARKER: DB = BENCH MARK DISK
 AI7685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7685_STAMPING: 5308 J 1956
 AI7685_MARK LOGO: MNDT  
 AI7685_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7685+STABILITY: SURFACE MOTION
 AI7685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7685+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7685
 AI7685  HISTORY     - Date     Condition        Report By
 AI7685  HISTORY     - 1956     MONUMENTED       MNDT
 AI7685  HISTORY     - 20000104 GOOD             MNDT
 AI7685
 AI7685                          STATION DESCRIPTION
 AI7685
 AI7685'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AI7685'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7685'THE MARK IS LOCATED ABOUT 1 MI (1.6 KM) SOUTH OF CEMETERY AT LISMORE,
 AI7685'1.0 MI (1.6 KM) SOUTH ON TH 91 FROM JCT OF TH 91 AND CO RD 16, 74 FT
 AI7685'(22.6 M) WEST OF TH 91, 48 FT (14.6 M) NORTH OF TWP RD WEST, 245 FT
 AI7685'(74.7 M) NORTH OF CULVERT, 21 FT (6.4 M) NE OF P-POLE, 0.5 FT (15.2
 AI7685'CM) EAST OF WIT POST, 18 FT (5.5 M) NORTH OF TEL PEDESTAL, AT TH 91 MP
 AI7685'19.95.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7671 ***********************************************************************
 AI7671  DESIGNATION -  5308 K
 AI7671  PID         -  AI7671
 AI7671  STATE/COUNTY-  MN/NOBLES
 AI7671  COUNTRY     -  US
 AI7671  USGS QUAD   -  SLAYTON SW (1967)
 AI7671
 AI7671                         *CURRENT SURVEY CONTROL
 AI7671  ______________________________________________________________________
 AI7671* NAD 83(2007) POSITION- 43 45 14.63066(N) 095 55 59.43072(W)   ADJUSTED  
 AI7671* NAD 83(2007) ELLIP HT-   473.669 (meters)        (02/10/07)   ADJUSTED
 AI7671* NAD 83(2007) EPOCH   -  2002.00
 AI7671* NAVD 88 ORTHO HEIGHT -   499.871  (meters)    1639.99  (feet) ADJUSTED  
 AI7671  ______________________________________________________________________
 AI7671  NAD 83(2007) X  -   -477,020.511 (meters)                     COMP
 AI7671  NAD 83(2007) Y  - -4,590,037.763 (meters)                     COMP
 AI7671  NAD 83(2007) Z  -  4,388,721.897 (meters)                     COMP
 AI7671  LAPLACE CORR    -          0.25  (seconds)                    DEFLEC09
 AI7671  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 AI7671  DYNAMIC HEIGHT  -        499.763 (meters)     1639.64  (feet) COMP
 AI7671  MODELED GRAVITY -    980,387.6   (mgal)                       NAVD 88
 AI7671
 AI7671  VERT ORDER      -  SECOND    CLASS I
 AI7671
 AI7671  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7671  Type                                         Horiz  Ellip  Dist(km)
 AI7671  -------------------------------------------------------------------
 AI7671  NETWORK                                       0.92   1.12
 AI7671  -------------------------------------------------------------------
 AI7671  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.67   0.78      2.45
 AI7671  -------------------------------------------------------------------
 AI7671  NOTE: Click here for information on individual local accuracy
 AI7671  values and other accuracy information.
 AI7671
 AI7671
 AI7671.The horizontal coordinates were established by GPS observations
 AI7671.and adjusted by the National Geodetic Survey in February 2007.
 AI7671
 AI7671.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7671.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7671
 AI7671.The horizontal coordinates are valid at the epoch date displayed above
 AI7671.which is a decimal equivalence of Year/Month/Day.
 AI7671
 AI7671.The orthometric height was determined by differential leveling and
 AI7671.adjusted in January 2001.
 AI7671
 AI7671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7671
 AI7671.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7671
 AI7671.The ellipsoidal height was determined by GPS observations
 AI7671.and is referenced to NAD 83.
 AI7671
 AI7671.The dynamic height is computed by dividing the NAVD 88
 AI7671.geopotential number by the normal gravity value computed on the
 AI7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7671.degrees latitude (g = 980.6199 gals.).
 AI7671
 AI7671.The modeled gravity was interpolated from observed gravity values.
 AI7671
 AI7671. The following values were computed from the NAD 83(2007) position.
 AI7671
 AI7671;                    North         East     Units Scale Factor Converg.
 AI7671;SPC MN S     -   185,627.561   644,321.844   MT  1.00000647   -1 21 18.1
 AI7671;SPC MN S     -   609,013.09  2,113,912.58   sFT  1.00000647   -1 21 18.1
 AI7671;UTM  15      - 4,848,739.830   263,861.439   MT  1.00028591   -2 01 45.9
 AI7671;UTM  14      - 4,849,129.812   746,898.619   MT  1.00034985   +2 07 19.1
 AI7671
 AI7671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7671!SPC MN S     -   0.99992573  x   1.00000647  =   0.99993220
 AI7671!UTM  15      -   0.99992573  x   1.00028591  =   1.00021162
 AI7671!UTM  14      -   0.99992573  x   1.00034985  =   1.00027555
 AI7671
 AI7671:                Primary Azimuth Mark                     Grid Az
 AI7671:SPC MN S     -  5308 V                                   005 07 19.7
 AI7671:UTM  15      -  5308 V                                   005 47 47.5
 AI7671:UTM  14      -  5308 V                                   001 38 42.5
 AI7671
 AI7671|---------------------------------------------------------------------|
 AI7671| PID    Reference Object                     Distance      Geod. Az  |
 AI7671|                                                           dddmmss.s |
 AI7671| AI7677 5308 V                              APPROX. 0.8 KM 0034601.6 |
 AI7671| AI7676 5308 U                              APPROX. 0.8 KM 1765026.4 |
 AI7671|---------------------------------------------------------------------|
 AI7671
 AI7671                          SUPERSEDED SURVEY CONTROL
 AI7671
 AI7671  NAD 83(1996)-  43 45 14.63013(N)    095 55 59.42996(W) AD(       ) 1
 AI7671  ELLIP H (11/13/02)  473.698  (m)                       GP(       ) 3 1
 AI7671  NAVD 88 (11/13/02)  499.87   (m)         1640.0    (f) LEVELING    3  
 AI7671
 AI7671.Superseded values are not recommended for survey control.
 AI7671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7671.See file dsdata.txt to determine how the superseded data were derived.
 AI7671
 AI7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6386148739(NAD 83)
 AI7671
 AI7671_MARKER: DB = BENCH MARK DISK
 AI7671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7671_STAMPING: 5308 K 1956
 AI7671_MARK LOGO: MNDT  
 AI7671_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7671+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2010
 AI7671
 AI7671  HISTORY     - Date     Condition        Report By
 AI7671  HISTORY     - 1956     MONUMENTED       MNDT
 AI7671  HISTORY     - 19991116 GOOD             MNDT
 AI7671  HISTORY     - 20000104 GOOD             MNDT
 AI7671  HISTORY     - 20100702 GOOD             AEROME
 AI7671
 AI7671                          STATION DESCRIPTION
 AI7671
 AI7671'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7671'RECOVERED AS DESCRIBED, PROJECTS 2 INCHES, MAGNETIC.
 AI7671
 AI7671                          STATION RECOVERY (2000)
 AI7671
 AI7671'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7671'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7671'THE MARK IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH ALONG TH 91 FROM JCT
 AI7671'TH 91 AND CO RD 16 (0.5 MI NNE OF LISMORE) , AT END OF CO RD 16, AT
 AI7671'EAST QUARTER COR OF SEC 1, 44 FT (13.4 M) SOUTH OF CO RD 16, 73 FT
 AI7671'(22.3 M) WEST OF TH 91, AT TH 91 MP 21.45, 5 FT (1.5 M) NORTH OF
 AI7671'P-POLE, 5 FT (1.5 M) SE OF FENCE COR, 1.3 FT (0.4 M) NORTH OF CABLE
 AI7671'MARKER, 0.5 FT (15.2 CM) EAST OF WIT POST.
 AI7671
 AI7671                          STATION RECOVERY (2010)
 AI7671
 AI7671'RECOVERY NOTE BY AERO METRIC INC 2010
 AI7671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7686 ***********************************************************************
 AI7686  DESIGNATION -  5308 O
 AI7686  PID         -  AI7686
 AI7686  STATE/COUNTY-  MN/NOBLES
 AI7686  COUNTRY     -  US
 AI7686  USGS QUAD   -  SLAYTON SW (1967)
 AI7686
 AI7686                         *CURRENT SURVEY CONTROL
 AI7686  ______________________________________________________________________
 AI7686* NAD 83(1986) POSITION- 43 49 05.     (N) 095 55 57.     (W)   SCALED    
 AI7686* NAVD 88 ORTHO HEIGHT -   502.363  (meters)    1648.17  (feet) ADJUSTED  
 AI7686  ______________________________________________________________________
 AI7686  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 AI7686  DYNAMIC HEIGHT  -        502.250 (meters)     1647.80  (feet) COMP
 AI7686  MODELED GRAVITY -    980,377.9   (mgal)                       NAVD 88
 AI7686
 AI7686  VERT ORDER      -  SECOND    CLASS I
 AI7686
 AI7686.The horizontal coordinates were scaled from a topographic map and have
 AI7686.an estimated accuracy of +/- 6 seconds.
 AI7686.
 AI7686.The orthometric height was determined by differential leveling and
 AI7686.adjusted in January 2001.
 AI7686
 AI7686.The dynamic height is computed by dividing the NAVD 88
 AI7686.geopotential number by the normal gravity value computed on the
 AI7686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7686.degrees latitude (g = 980.6199 gals.).
 AI7686
 AI7686.The modeled gravity was interpolated from observed gravity values.
 AI7686
 AI7686;                    North         East    Units  Estimated Accuracy
 AI7686;SPC MN S     -   192,730.      644,540.      MT  (+/- 180 meters Scaled)
 AI7686
 AI7686                          SUPERSEDED SURVEY CONTROL
 AI7686
 AI7686.No superseded survey control is available for this station.
 AI7686
 AI7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ641558(NAD 83)
 AI7686
 AI7686_MARKER: DB = BENCH MARK DISK
 AI7686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7686_STAMPING: 5308 O 1952
 AI7686_MARK LOGO: MNDT  
 AI7686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7686+STABILITY: SURFACE MOTION
 AI7686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7686+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7686
 AI7686  HISTORY     - Date     Condition        Report By
 AI7686  HISTORY     - 1952     MONUMENTED       MNDT
 AI7686  HISTORY     - 20000104 GOOD             MNDT
 AI7686
 AI7686                          STATION DESCRIPTION
 AI7686
 AI7686'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AI7686'THE MARK WAS RECOVERED AS DESCRIBED.  THE MARK IS 12.5 MI (20.1 KM)
 AI7686'NORTH OF RR DEPOT AT ADRIAN, AT JCT OF TH 91 AND CO RD 15, IN SE
 AI7686'CORNER OF TH 91 BRDG 4796, 17 FT (5.2 M) EAST OF TH 91, AT TH 91 MP
 AI7686'25.9, 2 MI (3.2 KM) SOUTH OF NORTH CO LINE, 0.1 MI (0.2 KM) SOUTH OF
 AI7686'RD, 1 FT (0.3 M) EAST OF BRDG RAIL, NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7672 ***********************************************************************
 AI7672  DESIGNATION -  5308 Q
 AI7672  PID         -  AI7672
 AI7672  STATE/COUNTY-  MN/NOBLES
 AI7672  COUNTRY     -  US
 AI7672  USGS QUAD   -  SLAYTON SW (1967)
 AI7672
 AI7672                         *CURRENT SURVEY CONTROL
 AI7672  ______________________________________________________________________
 AI7672* NAD 83(2007) POSITION- 43 50 54.39327(N) 095 56 05.28991(W)   ADJUSTED  
 AI7672* NAD 83(2007) ELLIP HT-   488.629 (meters)        (02/10/07)   ADJUSTED
 AI7672* NAD 83(2007) EPOCH   -  2002.00
 AI7672* NAVD 88 ORTHO HEIGHT -   514.880  (meters)    1689.24  (feet) ADJUSTED  
 AI7672  ______________________________________________________________________
 AI7672  NAD 83(2007) X  -   -476,401.488 (meters)                     COMP
 AI7672  NAD 83(2007) Y  - -4,582,815.162 (meters)                     COMP
 AI7672  NAD 83(2007) Z  -  4,396,301.216 (meters)                     COMP
 AI7672  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC09
 AI7672  GEOID HEIGHT    -        -26.25  (meters)                     GEOID09
 AI7672  DYNAMIC HEIGHT  -        514.761 (meters)     1688.85  (feet) COMP
 AI7672  MODELED GRAVITY -    980,369.8   (mgal)                       NAVD 88
 AI7672
 AI7672  VERT ORDER      -  SECOND    CLASS I
 AI7672
 AI7672  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7672  Type                                         Horiz  Ellip  Dist(km)
 AI7672  -------------------------------------------------------------------
 AI7672  NETWORK                                       0.46   0.61
 AI7672  -------------------------------------------------------------------
 AI7672  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.42   0.57      1.78
 AI7672  -------------------------------------------------------------------
 AI7672  NOTE: Click here for information on individual local accuracy
 AI7672  values and other accuracy information.
 AI7672
 AI7672
 AI7672.The horizontal coordinates were established by GPS observations
 AI7672.and adjusted by the National Geodetic Survey in February 2007.
 AI7672
 AI7672.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7672.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7672
 AI7672.The horizontal coordinates are valid at the epoch date displayed above
 AI7672.which is a decimal equivalence of Year/Month/Day.
 AI7672
 AI7672.The orthometric height was determined by differential leveling and
 AI7672.adjusted in January 2001.
 AI7672
 AI7672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7672
 AI7672.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7672
 AI7672.The ellipsoidal height was determined by GPS observations
 AI7672.and is referenced to NAD 83.
 AI7672
 AI7672.The dynamic height is computed by dividing the NAVD 88
 AI7672.geopotential number by the normal gravity value computed on the
 AI7672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7672.degrees latitude (g = 980.6199 gals.).
 AI7672
 AI7672.The modeled gravity was interpolated from observed gravity values.
 AI7672
 AI7672. The following values were computed from the NAD 83(2007) position.
 AI7672
 AI7672;                    North         East     Units Scale Factor Converg.
 AI7672;SPC MN S     -   196,113.927   644,438.981   MT  0.99998653   -1 21 22.2
 AI7672;SPC MN S     -   643,417.11  2,114,296.89   sFT  0.99998653   -1 21 22.2
 AI7672;UTM  15      - 4,859,227.112   264,102.382   MT  1.00028450   -2 02 02.5
 AI7672;UTM  14      - 4,859,607.649   746,379.050   MT  1.00034668   +2 07 28.2
 AI7672
 AI7672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7672!SPC MN S     -   0.99992338  x   0.99998653  =   0.99990992
 AI7672!UTM  15      -   0.99992338  x   1.00028450  =   1.00020786
 AI7672!UTM  14      -   0.99992338  x   1.00034668  =   1.00027004
 AI7672
 AI7672:                Primary Azimuth Mark                     Grid Az
 AI7672:SPC MN S     -  5308 X                                   174 59 54.4
 AI7672:UTM  15      -  5308 X                                   175 40 34.7
 AI7672:UTM  14      -  5308 X                                   171 31 04.0
 AI7672
 AI7672|---------------------------------------------------------------------|
 AI7672| PID    Reference Object                     Distance      Geod. Az  |
 AI7672|                                                           dddmmss.s |
 AI7672| AI7679 5308 X                              APPROX. 1.6 KM 1733832.2 |
 AI7672|---------------------------------------------------------------------|
 AI7672
 AI7672                          SUPERSEDED SURVEY CONTROL
 AI7672
 AI7672  NAD 83(1996)-  43 50 54.39281(N)    095 56 05.28904(W) AD(       ) 1
 AI7672  ELLIP H (11/13/02)  488.655  (m)                       GP(       ) 3 1
 AI7672  NAVD 88 (11/13/02)  514.88   (m)         1689.2    (f) LEVELING    3  
 AI7672
 AI7672.Superseded values are not recommended for survey control.
 AI7672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7672.See file dsdata.txt to determine how the superseded data were derived.
 AI7672
 AI7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6410259227(NAD 83)
 AI7672
 AI7672_MARKER: DB = BENCH MARK DISK
 AI7672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7672_SP_SET: BRIDGE ABUTMENT
 AI7672_STAMPING: 5308 Q 1952
 AI7672_MARK LOGO: MNDT  
 AI7672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7672+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7672
 AI7672  HISTORY     - Date     Condition        Report By
 AI7672  HISTORY     - 1952     MONUMENTED       MNDT
 AI7672  HISTORY     - 19991116 GOOD             MNDT
 AI7672  HISTORY     - 20000104 GOOD             MNDT
 AI7672
 AI7672                          STATION DESCRIPTION
 AI7672
 AI7672'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7672'RECOVERED AS DESCRIBED.
 AI7672
 AI7672                          STATION RECOVERY (2000)
 AI7672
 AI7672'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7672'5 .85 MI (1.37 KM) SOUTH ALONG TH 91 FROM JCT OF TH 91 AND CO RD 4 IN
 AI7672'CHANDLER, NEAR NORTH CO LINE, IN EAST COR OF NE HEADWALL OF TH 91 BRDG
 AI7672'8793, 39 FT (11.9 M) NE OF TH 91, AT TH 91 MP 28, 45.2 FT (13.8 M) SE
 AI7672'OF MILE POST 28.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7673 ***********************************************************************
 AI7673  DESIGNATION -  5308 R
 AI7673  PID         -  AI7673
 AI7673  STATE/COUNTY-  MN/NOBLES
 AI7673  COUNTRY     -  US
 AI7673  USGS QUAD   -  SLAYTON SW (1967)
 AI7673
 AI7673                         *CURRENT SURVEY CONTROL
 AI7673  ______________________________________________________________________
 AI7673* NAD 83(2007) POSITION- 43 47 26.54841(N) 095 55 59.23977(W)   ADJUSTED  
 AI7673* NAD 83(2007) ELLIP HT-   485.740 (meters)        (02/10/07)   ADJUSTED
 AI7673* NAD 83(2007) EPOCH   -  2002.00
 AI7673* NAVD 88 ORTHO HEIGHT -   511.959  (meters)    1679.65  (feet) ADJUSTED  
 AI7673  ______________________________________________________________________
 AI7673  NAD 83(2007) X  -   -476,725.998 (meters)                     COMP
 AI7673  NAD 83(2007) Y  - -4,587,245.166 (meters)                     COMP
 AI7673  NAD 83(2007) Z  -  4,391,670.412 (meters)                     COMP
 AI7673  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC09
 AI7673  GEOID HEIGHT    -        -26.21  (meters)                     GEOID09
 AI7673  DYNAMIC HEIGHT  -        511.847 (meters)     1679.28  (feet) COMP
 AI7673  MODELED GRAVITY -    980,383.4   (mgal)                       NAVD 88
 AI7673
 AI7673  VERT ORDER      -  SECOND    CLASS I
 AI7673
 AI7673  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7673  Type                                         Horiz  Ellip  Dist(km)
 AI7673  -------------------------------------------------------------------
 AI7673  NETWORK                                       0.65   0.84
 AI7673  -------------------------------------------------------------------
 AI7673  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.43   0.55      1.79
 AI7673  -------------------------------------------------------------------
 AI7673  NOTE: Click here for information on individual local accuracy
 AI7673  values and other accuracy information.
 AI7673
 AI7673
 AI7673.The horizontal coordinates were established by GPS observations
 AI7673.and adjusted by the National Geodetic Survey in February 2007.
 AI7673
 AI7673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7673.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7673
 AI7673.The horizontal coordinates are valid at the epoch date displayed above
 AI7673.which is a decimal equivalence of Year/Month/Day.
 AI7673
 AI7673.The orthometric height was determined by differential leveling and
 AI7673.adjusted in January 2001.
 AI7673
 AI7673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7673
 AI7673.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7673
 AI7673.The ellipsoidal height was determined by GPS observations
 AI7673.and is referenced to NAD 83.
 AI7673
 AI7673.The dynamic height is computed by dividing the NAVD 88
 AI7673.geopotential number by the normal gravity value computed on the
 AI7673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7673.degrees latitude (g = 980.6199 gals.).
 AI7673
 AI7673.The modeled gravity was interpolated from observed gravity values.
 AI7673
 AI7673. The following values were computed from the NAD 83(2007) position.
 AI7673
 AI7673;                    North         East     Units Scale Factor Converg.
 AI7673;SPC MN S     -   189,697.745   644,422.390   MT  0.99999841   -1 21 17.9
 AI7673;SPC MN S     -   622,366.69  2,114,242.46   sFT  0.99999841   -1 21 17.9
 AI7673;UTM  15      - 4,852,809.699   264,009.975   MT  1.00028504   -2 01 50.6
 AI7673;UTM  14      - 4,853,200.013   746,752.032   MT  1.00034896   +2 07 24.3
 AI7673
 AI7673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7673!SPC MN S     -   0.99992384  x   0.99999841  =   0.99992225
 AI7673!UTM  15      -   0.99992384  x   1.00028504  =   1.00020886
 AI7673!UTM  14      -   0.99992384  x   1.00034896  =   1.00027277
 AI7673
 AI7673:                Primary Azimuth Mark                     Grid Az
 AI7673:SPC MN S     -  5308 S                                   181 25 52.8
 AI7673:UTM  15      -  5308 S                                   182 06 25.5
 AI7673:UTM  14      -  5308 S                                   177 57 10.6
 AI7673
 AI7673|---------------------------------------------------------------------|
 AI7673| PID    Reference Object                     Distance      Geod. Az  |
 AI7673|                                                           dddmmss.s |
 AI7673| AI7674 5308 S                              APPROX. 1.6 KM 1800434.9 |
 AI7673|---------------------------------------------------------------------|
 AI7673
 AI7673                          SUPERSEDED SURVEY CONTROL
 AI7673
 AI7673  NAD 83(1996)-  43 47 26.54790(N)    095 55 59.23899(W) AD(       ) 1
 AI7673  ELLIP H (11/13/02)  485.770  (m)                       GP(       ) 3 1
 AI7673  NAVD 88 (11/13/02)  511.96   (m)         1679.7    (f) LEVELING    3  
 AI7673
 AI7673.Superseded values are not recommended for survey control.
 AI7673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7673.See file dsdata.txt to determine how the superseded data were derived.
 AI7673
 AI7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6400952809(NAD 83)
 AI7673
 AI7673_MARKER: DB = BENCH MARK DISK
 AI7673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7673_STAMPING: 5308 R 1952
 AI7673_MARK LOGO: MNDT  
 AI7673_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7673+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7673
 AI7673  HISTORY     - Date     Condition        Report By
 AI7673  HISTORY     - 1952     MONUMENTED       MNDT
 AI7673  HISTORY     - 19991116 GOOD             MNDT
 AI7673  HISTORY     - 20000104 GOOD             MNDT
 AI7673
 AI7673                          STATION DESCRIPTION
 AI7673
 AI7673'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7673'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.
 AI7673
 AI7673                          STATION RECOVERY (2000)
 AI7673
 AI7673'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7673'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7673'THE MARK IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTH ON TH 91 FROM JCT OF
 AI7673'TH 91 AND CO RD 16 (0.5 MI EAST OF LISMORE) , 4 MI (6.4 KM) SOUTH OF
 AI7673'NORTH CO LINE, 73 FT (22.3 M) WEST OF TH 91, AT TH 91 MP 23.95, 90 FT
 AI7673'(27.4 M) NORTH OF CO RD 66 WEST, 1 FT (0.3 M) EAST OF FENCE, 1.6 FT
 AI7673'(0.5 M) NORTH OF CABLE MARKER, 0.5 FT (15.2 CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7674 ***********************************************************************
 AI7674  DESIGNATION -  5308 S
 AI7674  PID         -  AI7674
 AI7674  STATE/COUNTY-  MN/NOBLES
 AI7674  COUNTRY     -  US
 AI7674  USGS QUAD   -  SLAYTON SW (1967)
 AI7674
 AI7674                         *CURRENT SURVEY CONTROL
 AI7674  ______________________________________________________________________
 AI7674* NAD 83(2007) POSITION- 43 46 33.84718(N) 095 55 59.33669(W)   ADJUSTED  
 AI7674* NAD 83(2007) ELLIP HT-   490.476 (meters)        (02/10/07)   ADJUSTED
 AI7674* NAD 83(2007) EPOCH   -  2002.00
 AI7674* NAVD 88 ORTHO HEIGHT -   516.677  (meters)    1695.13  (feet) ADJUSTED  
 AI7674  ______________________________________________________________________
 AI7674  NAD 83(2007) X  -   -476,844.852 (meters)                     COMP
 AI7674  NAD 83(2007) Y  - -4,588,367.855 (meters)                     COMP
 AI7674  NAD 83(2007) Z  -  4,390,499.304 (meters)                     COMP
 AI7674  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC09
 AI7674  GEOID HEIGHT    -        -26.20  (meters)                     GEOID09
 AI7674  DYNAMIC HEIGHT  -        516.565 (meters)     1694.76  (feet) COMP
 AI7674  MODELED GRAVITY -    980,386.1   (mgal)                       NAVD 88
 AI7674
 AI7674  VERT ORDER      -  SECOND    CLASS I
 AI7674
 AI7674  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7674  Type                                         Horiz  Ellip  Dist(km)
 AI7674  -------------------------------------------------------------------
 AI7674  NETWORK                                       0.68   0.86
 AI7674  -------------------------------------------------------------------
 AI7674  MEDIAN LOCAL ACCURACY AND DIST (006 points)   0.46   0.58      2.82
 AI7674  -------------------------------------------------------------------
 AI7674  NOTE: Click here for information on individual local accuracy
 AI7674  values and other accuracy information.
 AI7674
 AI7674
 AI7674.The horizontal coordinates were established by GPS observations
 AI7674.and adjusted by the National Geodetic Survey in February 2007.
 AI7674
 AI7674.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7674.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7674
 AI7674.The horizontal coordinates are valid at the epoch date displayed above
 AI7674.which is a decimal equivalence of Year/Month/Day.
 AI7674
 AI7674.The orthometric height was determined by differential leveling and
 AI7674.adjusted in January 2001.
 AI7674
 AI7674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7674
 AI7674.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7674
 AI7674.The ellipsoidal height was determined by GPS observations
 AI7674.and is referenced to NAD 83.
 AI7674
 AI7674.The dynamic height is computed by dividing the NAVD 88
 AI7674.geopotential number by the normal gravity value computed on the
 AI7674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7674.degrees latitude (g = 980.6199 gals.).
 AI7674
 AI7674.The modeled gravity was interpolated from observed gravity values.
 AI7674
 AI7674. The following values were computed from the NAD 83(2007) position.
 AI7674
 AI7674;                    North         East     Units Scale Factor Converg.
 AI7674;SPC MN S     -   188,071.716   644,381.761   MT  1.00000158   -1 21 18.0
 AI7674;SPC MN S     -   617,031.95  2,114,109.16   sFT  1.00000158   -1 21 18.0
 AI7674;UTM  15      - 4,851,183.797   263,950.162   MT  1.00028539   -2 01 48.8
 AI7674;UTM  14      - 4,851,573.945   746,810.145   MT  1.00034931   +2 07 22.2
 AI7674
 AI7674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7674!SPC MN S     -   0.99992309  x   1.00000158  =   0.99992467
 AI7674!UTM  15      -   0.99992309  x   1.00028539  =   1.00020846
 AI7674!UTM  14      -   0.99992309  x   1.00034931  =   1.00027238
 AI7674
 AI7674:                Primary Azimuth Mark                     Grid Az
 AI7674:SPC MN S     -  5308 V                                   179 35 02.8
 AI7674:UTM  15      -  5308 V                                   180 15 33.6
 AI7674:UTM  14      -  5308 V                                   176 06 22.6
 AI7674
 AI7674|---------------------------------------------------------------------|
 AI7674| PID    Reference Object                     Distance      Geod. Az  |
 AI7674|                                                           dddmmss.s |
 AI7674| AI7677 5308 V                              APPROX. 1.6 KM 1781344.8 |
 AI7674|---------------------------------------------------------------------|
 AI7674
 AI7674                          SUPERSEDED SURVEY CONTROL
 AI7674
 AI7674  NAD 83(1996)-  43 46 33.84666(N)    095 55 59.33594(W) AD(       ) 1
 AI7674  ELLIP H (11/13/02)  490.504  (m)                       GP(       ) 3 1
 AI7674  NAVD 88 (11/13/02)  516.68   (m)         1695.1    (f) LEVELING    3  
 AI7674
 AI7674.Superseded values are not recommended for survey control.
 AI7674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7674.See file dsdata.txt to determine how the superseded data were derived.
 AI7674
 AI7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6395051183(NAD 83)
 AI7674
 AI7674_MARKER: DB = BENCH MARK DISK
 AI7674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7674_STAMPING: 5308 S 1952
 AI7674_MARK LOGO: MNDT  
 AI7674_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7674+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2000
 AI7674
 AI7674  HISTORY     - Date     Condition        Report By
 AI7674  HISTORY     - 1952     MONUMENTED       MNDT
 AI7674  HISTORY     - 19991116 GOOD             MNDT
 AI7674  HISTORY     - 20000104 GOOD             MNDT
 AI7674
 AI7674                          STATION DESCRIPTION
 AI7674
 AI7674'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7674'RECOVERED AS DESCRIBED, FLUSH, MAGNETIC.
 AI7674
 AI7674                          STATION RECOVERY (2000)
 AI7674
 AI7674'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS)
 AI7674'THE MARK WAS RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AI7674'THE MARK IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH ALONG TH 91 FROM JCT
 AI7674'TH 91 AND CO RD 16 (0.5 MI EAST OF LISMORE) , 9.1 MI (14.6 KM) NORTH
 AI7674'ALONG TH 91 FROM JCT OF TH 91 AND FAI 90 AT ADRIAN, 60 FT (18.3 M)
 AI7674'WEST OF TH 91, AT TH 91 MP 22.95, 38 FT (11.6 M) NORTH OF TWP RD WEST,
 AI7674'2 FT (0.6 M) EAST OF FENCE, 5 FT (1.5 M) NORTH OF P-POLE, 1.5 FT (0.5
 AI7674'M) NNE OF CABLE MARKER, 19.3 FT (5.9 M) ENE OF P-POLE, 0.5 FT (15.2
 AI7674'CM) EAST OF WIT POST.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7675 ***********************************************************************
 AI7675  DESIGNATION -  5308 T
 AI7675  PID         -  AI7675
 AI7675  STATE/COUNTY-  MN/NOBLES
 AI7675  COUNTRY     -  US
 AI7675  USGS QUAD   -  ADRIAN (1967)
 AI7675
 AI7675                         *CURRENT SURVEY CONTROL
 AI7675  ______________________________________________________________________
 AI7675* NAD 83(2007) POSITION- 43 43 03.64959(N) 095 55 56.99012(W)   ADJUSTED  
 AI7675* NAD 83(2007) ELLIP HT-   473.388 (meters)        (02/10/07)   ADJUSTED
 AI7675* NAD 83(2007) EPOCH   -  2002.00
 AI7675* NAVD 88 ORTHO HEIGHT -   499.663  (meters)    1639.31  (feet) ADJUSTED  
 AI7675  ______________________________________________________________________
 AI7675  NAD 83(2007) X  -   -477,255.053 (meters)                     COMP
 AI7675  NAD 83(2007) Y  - -4,592,823.151 (meters)                     COMP
 AI7675  NAD 83(2007) Z  -  4,385,800.655 (meters)                     COMP
 AI7675  LAPLACE CORR    -          0.36  (seconds)                    DEFLEC09
 AI7675  GEOID HEIGHT    -        -26.27  (meters)                     GEOID09
 AI7675  DYNAMIC HEIGHT  -        499.552 (meters)     1638.95  (feet) COMP
 AI7675  MODELED GRAVITY -    980,379.7   (mgal)                       NAVD 88
 AI7675
 AI7675  VERT ORDER      -  SECOND    CLASS I
 AI7675
 AI7675  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7675  Type                                         Horiz  Ellip  Dist(km)
 AI7675  -------------------------------------------------------------------
 AI7675  NETWORK                                       0.82   1.12
 AI7675  -------------------------------------------------------------------
 AI7675  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.49   0.67      3.23
 AI7675  -------------------------------------------------------------------
 AI7675  NOTE: Click here for information on individual local accuracy
 AI7675  values and other accuracy information.
 AI7675
 AI7675
 AI7675.The horizontal coordinates were established by GPS observations
 AI7675.and adjusted by the National Geodetic Survey in February 2007.
 AI7675
 AI7675.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7675.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7675
 AI7675.The horizontal coordinates are valid at the epoch date displayed above
 AI7675.which is a decimal equivalence of Year/Month/Day.
 AI7675
 AI7675.The orthometric height was determined by differential leveling and
 AI7675.adjusted in January 2001.
 AI7675
 AI7675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7675
 AI7675.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7675
 AI7675.The ellipsoidal height was determined by GPS observations
 AI7675.and is referenced to NAD 83.
 AI7675
 AI7675.The dynamic height is computed by dividing the NAVD 88
 AI7675.geopotential number by the normal gravity value computed on the
 AI7675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7675.degrees latitude (g = 980.6199 gals.).
 AI7675
 AI7675.The modeled gravity was interpolated from observed gravity values.
 AI7675
 AI7675. The following values were computed from the NAD 83(2007) position.
 AI7675
 AI7675;                    North         East     Units Scale Factor Converg.
 AI7675;SPC MN S     -   181,584.878   644,280.867   MT  1.00001487   -1 21 16.3
 AI7675;SPC MN S     -   595,749.72  2,113,778.14   sFT  1.00001487   -1 21 16.3
 AI7675;UTM  15      - 4,844,696.794   263,772.905   MT  1.00028643   -2 01 39.4
 AI7675;UTM  14      - 4,845,090.711   747,102.917   MT  1.00035110   +2 07 15.7
 AI7675
 AI7675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7675!SPC MN S     -   0.99992577  x   1.00001487  =   0.99994064
 AI7675!UTM  15      -   0.99992577  x   1.00028643  =   1.00021218
 AI7675!UTM  14      -   0.99992577  x   1.00035110  =   1.00027685
 AI7675
 AI7675                          SUPERSEDED SURVEY CONTROL
 AI7675
 AI7675  NAD 83(1996)-  43 43 03.64905(N)    095 55 56.98936(W) AD(       ) 1
 AI7675  ELLIP H (11/13/02)  473.416  (m)                       GP(       ) 3 1
 AI7675  NAVD 88 (11/13/02)  499.66   (m)         1639.3    (f) LEVELING    3  
 AI7675
 AI7675.Superseded values are not recommended for survey control.
 AI7675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7675.See file dsdata.txt to determine how the superseded data were derived.
 AI7675
 AI7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6377244696(NAD 83)
 AI7675
 AI7675_MARKER: DD = SURVEY DISK
 AI7675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7675_STAMPING: 5308 T 1999
 AI7675_MARK LOGO: MNDT  
 AI7675_PROJECTION: FLUSH
 AI7675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7675+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 AI7675_ROD/PIPE-DEPTH:  6.1 meters
 AI7675
 AI7675  HISTORY     - Date     Condition        Report By
 AI7675  HISTORY     - 1999     MONUMENTED       MNDT
 AI7675  HISTORY     - 20000406 GOOD             MNDT
 AI7675
 AI7675                          STATION DESCRIPTION
 AI7675
 AI7675'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7675'2 MI (3.2 KM) SSE OF LISMORE, 2 MI (3.2 KM) SOUTH ALONG TH 91 FROM JCT
 AI7675'OF TH 91 AND CO RD 16, 0.5 MI (0.8 KM) EAST OF LISMORE, AT TH 91 MP
 AI7675'18.95, 91 FT (27.7 M) EAST OF TH 91, 27 FT (8.2 M) SOUTH OF ROAD, 24.4
 AI7675'FT (7.4 M) EAST OF CABLE MARKER, 2.4 FT (0.7 M) EAST OF WIT POST.
 AI7675
 AI7675                          STATION RECOVERY (2000)
 AI7675
 AI7675'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI7675'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7676 ***********************************************************************
 AI7676  DESIGNATION -  5308 U
 AI7676  PID         -  AI7676
 AI7676  STATE/COUNTY-  MN/NOBLES
 AI7676  COUNTRY     -  US
 AI7676  USGS QUAD   -  ADRIAN (1967)
 AI7676
 AI7676                         *CURRENT SURVEY CONTROL
 AI7676  ______________________________________________________________________
 AI7676* NAD 83(2007) POSITION- 43 44 48.31039(N) 095 55 57.42671(W)   ADJUSTED  
 AI7676* NAD 83(2007) ELLIP HT-   477.455 (meters)        (02/10/07)   ADJUSTED
 AI7676* NAD 83(2007) EPOCH   -  2002.00
 AI7676* NAVD 88 ORTHO HEIGHT -   503.671  (meters)    1652.46  (feet) ADJUSTED  
 AI7676  ______________________________________________________________________
 AI7676  NAD 83(2007) X  -   -477,034.264 (meters)                     COMP
 AI7676  NAD 83(2007) Y  - -4,590,603.889 (meters)                     COMP
 AI7676  NAD 83(2007) Z  -  4,388,137.680 (meters)                     COMP
 AI7676  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC09
 AI7676  GEOID HEIGHT    -        -26.22  (meters)                     GEOID09
 AI7676  DYNAMIC HEIGHT  -        503.562 (meters)     1652.10  (feet) COMP
 AI7676  MODELED GRAVITY -    980,386.3   (mgal)                       NAVD 88
 AI7676
 AI7676  VERT ORDER      -  SECOND    CLASS I
 AI7676
 AI7676  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7676  Type                                         Horiz  Ellip  Dist(km)
 AI7676  -------------------------------------------------------------------
 AI7676  NETWORK                                       0.82   1.12
 AI7676  -------------------------------------------------------------------
 AI7676  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.55   0.76      3.23
 AI7676  -------------------------------------------------------------------
 AI7676  NOTE: Click here for information on individual local accuracy
 AI7676  values and other accuracy information.
 AI7676
 AI7676
 AI7676.The horizontal coordinates were established by GPS observations
 AI7676.and adjusted by the National Geodetic Survey in February 2007.
 AI7676
 AI7676.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7676.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7676
 AI7676.The horizontal coordinates are valid at the epoch date displayed above
 AI7676.which is a decimal equivalence of Year/Month/Day.
 AI7676
 AI7676.The orthometric height was determined by differential leveling and
 AI7676.adjusted in January 2001.
 AI7676
 AI7676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7676
 AI7676.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7676
 AI7676.The ellipsoidal height was determined by GPS observations
 AI7676.and is referenced to NAD 83.
 AI7676
 AI7676.The dynamic height is computed by dividing the NAVD 88
 AI7676.geopotential number by the normal gravity value computed on the
 AI7676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7676.degrees latitude (g = 980.6199 gals.).
 AI7676
 AI7676.The modeled gravity was interpolated from observed gravity values.
 AI7676
 AI7676. The following values were computed from the NAD 83(2007) position.
 AI7676
 AI7676;                    North         East     Units Scale Factor Converg.
 AI7676;SPC MN S     -   184,814.395   644,347.460   MT  1.00000813   -1 21 16.7
 AI7676;SPC MN S     -   606,345.23  2,113,996.63   sFT  1.00000813   -1 21 16.7
 AI7676;UTM  15      - 4,847,926.192   263,877.489   MT  1.00028582   -2 01 43.5
 AI7676;UTM  14      - 4,848,319.419   746,973.529   MT  1.00035031   +2 07 19.5
 AI7676
 AI7676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7676!SPC MN S     -   0.99992514  x   1.00000813  =   0.99993327
 AI7676!UTM  15      -   0.99992514  x   1.00028582  =   1.00021093
 AI7676!UTM  14      -   0.99992514  x   1.00035031  =   1.00027542
 AI7676
 AI7676:                Primary Azimuth Mark                     Grid Az
 AI7676:SPC MN S     -  5308 V                                   001 38 23.6
 AI7676:UTM  15      -  5308 V                                   002 18 50.4
 AI7676:UTM  14      -  5308 V                                   358 09 47.4
 AI7676
 AI7676|---------------------------------------------------------------------|
 AI7676| PID    Reference Object                     Distance      Geod. Az  |
 AI7676|                                                           dddmmss.s |
 AI7676| AI7677 5308 V                              APPROX. 1.6 KM 0001706.9 |
 AI7676|---------------------------------------------------------------------|
 AI7676
 AI7676                          SUPERSEDED SURVEY CONTROL
 AI7676
 AI7676  NAD 83(1996)-  43 44 48.30985(N)    095 55 57.42595(W) AD(       ) 1
 AI7676  ELLIP H (11/13/02)  477.483  (m)                       GP(       ) 3 1
 AI7676  NAVD 88 (11/13/02)  503.67   (m)         1652.5    (f) LEVELING    3  
 AI7676
 AI7676.Superseded values are not recommended for survey control.
 AI7676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7676.See file dsdata.txt to determine how the superseded data were derived.
 AI7676
 AI7676_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6387747926(NAD 83)
 AI7676
 AI7676_MARKER: DB = BENCH MARK DISK
 AI7676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7676_STAMPING: 5308 U 1966
 AI7676_MARK LOGO: MNDT  
 AI7676_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI7676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7676+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 AI7676
 AI7676  HISTORY     - Date     Condition        Report By
 AI7676  HISTORY     - 1966     MONUMENTED       MNDT
 AI7676  HISTORY     - 20000104 GOOD             MNDT
 AI7676  HISTORY     - 20000406 GOOD             MNDT
 AI7676
 AI7676                          STATION DESCRIPTION
 AI7676
 AI7676'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS)
 AI7676'0.5 MI (0.8 KM) EAST OF LISMORE, AT TH 91 MP 20.95, 84.5 FT (25.8 M)
 AI7676'EAST OF TH 91, 51 FT (15.5 M) SOUTH OF ROAD, 69 FT (21.0 M) WSW OF
 AI7676'P-POLE, 27 FT (8.2 M) SE OF CABLE MARKER, 15.5 FT (4.7 M) SOUTH OF WIT
 AI7676'POST MARK, A 2-IN DIAM. DISK IS THE SAME AS 1651.9 IN USGS Q 20.
 AI7676
 AI7676                          STATION RECOVERY (2000)
 AI7676
 AI7676'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (MPP)
 AI7676'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7678 ***********************************************************************
 AI7678  DESIGNATION -  5308 W
 AI7678  PID         -  AI7678
 AI7678  STATE/COUNTY-  MN/NOBLES
 AI7678  COUNTRY     -  US
 AI7678  USGS QUAD   -  SLAYTON SW (1967)
 AI7678
 AI7678                         *CURRENT SURVEY CONTROL
 AI7678  ______________________________________________________________________
 AI7678* NAD 83(2007) POSITION- 43 49 10.30232(N) 095 55 59.15670(W)   ADJUSTED  
 AI7678* NAD 83(2007) ELLIP HT-   476.586 (meters)        (02/10/07)   ADJUSTED
 AI7678* NAD 83(2007) EPOCH   -  2002.00
 AI7678* NAVD 88 ORTHO HEIGHT -   502.810  (meters)    1649.64  (feet) ADJUSTED  
 AI7678  ______________________________________________________________________
 AI7678  NAD 83(2007) X  -   -476,494.328 (meters)                     COMP
 AI7678  NAD 83(2007) Y  - -4,585,033.904 (meters)                     COMP
 AI7678  NAD 83(2007) Z  -  4,393,975.276 (meters)                     COMP
 AI7678  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC09
 AI7678  GEOID HEIGHT    -        -26.23  (meters)                     GEOID09
 AI7678  DYNAMIC HEIGHT  -        502.697 (meters)     1649.27  (feet) COMP
 AI7678  MODELED GRAVITY -    980,378.3   (mgal)                       NAVD 88
 AI7678
 AI7678  VERT ORDER      -  SECOND    CLASS I
 AI7678
 AI7678  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7678  Type                                         Horiz  Ellip  Dist(km)
 AI7678  -------------------------------------------------------------------
 AI7678  NETWORK                                       0.52   0.69
 AI7678  -------------------------------------------------------------------
 AI7678  MEDIAN LOCAL ACCURACY AND DIST (005 points)   0.38   0.45      1.82
 AI7678  -------------------------------------------------------------------
 AI7678  NOTE: Click here for information on individual local accuracy
 AI7678  values and other accuracy information.
 AI7678
 AI7678
 AI7678.The horizontal coordinates were established by GPS observations
 AI7678.and adjusted by the National Geodetic Survey in February 2007.
 AI7678
 AI7678.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7678.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7678
 AI7678.The horizontal coordinates are valid at the epoch date displayed above
 AI7678.which is a decimal equivalence of Year/Month/Day.
 AI7678
 AI7678.The orthometric height was determined by differential leveling and
 AI7678.adjusted in January 2001.
 AI7678
 AI7678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7678
 AI7678.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7678
 AI7678.The ellipsoidal height was determined by GPS observations
 AI7678.and is referenced to NAD 83.
 AI7678
 AI7678.The dynamic height is computed by dividing the NAVD 88
 AI7678.geopotential number by the normal gravity value computed on the
 AI7678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7678.degrees latitude (g = 980.6199 gals.).
 AI7678
 AI7678.The modeled gravity was interpolated from observed gravity values.
 AI7678
 AI7678. The following values were computed from the NAD 83(2007) position.
 AI7678
 AI7678;                    North         East     Units Scale Factor Converg.
 AI7678;SPC MN S     -   192,898.995   644,499.967   MT  0.99999235   -1 21 17.9
 AI7678;SPC MN S     -   632,869.45  2,114,496.98   sFT  0.99999235   -1 21 17.9
 AI7678;UTM  15      - 4,856,010.736   264,125.365   MT  1.00028437   -2 01 54.4
 AI7678;UTM  14      - 4,856,401.201   746,635.166   MT  1.00034824   +2 07 28.4
 AI7678
 AI7678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7678!SPC MN S     -   0.99992527  x   0.99999235  =   0.99991762
 AI7678!UTM  15      -   0.99992527  x   1.00028437  =   1.00020962
 AI7678!UTM  14      -   0.99992527  x   1.00034824  =   1.00027349
 AI7678
 AI7678:                Primary Azimuth Mark                     Grid Az
 AI7678:SPC MN S     -  5308 X                                   002 40 42.3
 AI7678:UTM  15      -  5308 X                                   003 21 18.8
 AI7678:UTM  14      -  5308 X                                   359 11 56.0
 AI7678
 AI7678|---------------------------------------------------------------------|
 AI7678| PID    Reference Object                     Distance      Geod. Az  |
 AI7678|                                                           dddmmss.s |
 AI7678| AI7679 5308 X                              APPROX. 1.6 KM 0011924.4 |
 AI7678|---------------------------------------------------------------------|
 AI7678
 AI7678                          SUPERSEDED SURVEY CONTROL
 AI7678
 AI7678  NAD 83(1996)-  43 49 10.30183(N)    095 55 59.15590(W) AD(       ) 1
 AI7678  ELLIP H (11/13/02)  476.615  (m)                       GP(       ) 3 1
 AI7678  NAVD 88 (11/13/02)  502.81   (m)         1649.6    (f) LEVELING    3  
 AI7678
 AI7678.Superseded values are not recommended for survey control.
 AI7678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7678.See file dsdata.txt to determine how the superseded data were derived.
 AI7678
 AI7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTJ6412556010(NAD 83)
 AI7678
 AI7678_MARKER: DD = SURVEY DISK
 AI7678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI7678_STAMPING: 5308 W 1999
 AI7678_MARK LOGO: MNDT  
 AI7678_PROJECTION: FLUSH
 AI7678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI7678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7678+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2000
 AI7678_ROD/PIPE-DEPTH:  7.6 meters
 AI7678
 AI7678  HISTORY     - Date     Condition        Report By
 AI7678  HISTORY     - 1999     MONUMENTED       MNDT
 AI7678  HISTORY     - 20000406 GOOD             MNDT
 AI7678
 AI7678                          STATION DESCRIPTION
 AI7678
 AI7678'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH)
 AI7678'5 MI (8.0 KM) NORTH OF LISMORE, 5 MI (8.0 KM) NORTH ALONG TH 91 FROM
 AI7678'JCT OF TH 91 AND CO RD 16, 0.5 MI (0.8 KM) EAST OF LISMORE, AT TH 91
 AI7678'MP 25.95, 68 FT (20.7 M) WEST OF TH 91, 29 FT (8.8 M) NORTH OF ROAD, 8
 AI7678'FT (2.4 M) WSW OF FENCE COR, 9.2 FT (2.8 M) WSW OF CABLE MARKER, 2.5
 AI7678'FT (0.8 M) WEST OF WIT POST.
 AI7678
 AI7678                          STATION RECOVERY (2000)
 AI7678
 AI7678'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH)
 AI7678'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = JUNE 19, 2012
 AI7679 ***********************************************************************
 AI7679  DESIGNATION -  5308 X
 AI7679  PID         -  AI7679
 AI7679  STATE/COUNTY-  MN/NOBLES
 AI7679  COUNTRY     -  US
 AI7679  USGS QUAD   -  SLAYTON SW (1967)
 AI7679
 AI7679                         *CURRENT SURVEY CONTROL
 AI7679  ______________________________________________________________________
 AI7679* NAD 83(2007) POSITION- 43 50 03.51401(N) 095 55 57.45843(W)   ADJUSTED  
 AI7679* NAD 83(2007) ELLIP HT-   490.827 (meters)        (02/10/07)   ADJUSTED
 AI7679* NAD 83(2007) EPOCH   -  2002.00
 AI7679* NAVD 88 ORTHO HEIGHT -   517.066  (meters)    1696.41  (feet) ADJUSTED  
 AI7679  ______________________________________________________________________
 AI7679  NAD 83(2007) X  -   -476,340.083 (meters)                     COMP
 AI7679  NAD 83(2007) Y  - -4,583,916.785 (meters)                     COMP
 AI7679  NAD 83(2007) Z  -  4,395,170.042 (meters)                     COMP
 AI7679  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC09
 AI7679  GEOID HEIGHT    -        -26.24  (meters)                     GEOID09
 AI7679  DYNAMIC HEIGHT  -        516.947 (meters)     1696.02  (feet) COMP
 AI7679  MODELED GRAVITY -    980,373.8   (mgal)                       NAVD 88
 AI7679
 AI7679  VERT ORDER      -  SECOND    CLASS I
 AI7679
 AI7679  FGDC Geospatial Positioning Accuracy Standards (95% confidence, cm)
 AI7679  Type                                         Horiz  Ellip  Dist(km)
 AI7679  -------------------------------------------------------------------
 AI7679  NETWORK                                       0.48   0.61
 AI7679  -------------------------------------------------------------------
 AI7679  MEDIAN LOCAL ACCURACY AND DIST (013 points)   0.49   0.59      6.30
 AI7679  -------------------------------------------------------------------
 AI7679  NOTE: Click here for information on individual local accuracy
 AI7679  values and other accuracy information.
 AI7679
 AI7679
 AI7679.The horizontal coordinates were established by GPS observations
 AI7679.and adjusted by the National Geodetic Survey in February 2007.
 AI7679
 AI7679.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 AI7679.See www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AI7679
 AI7679.The horizontal coordinates are valid at the epoch date displayed above
 AI7679.which is a decimal equivalence of Year/Month/Day.
 AI7679
 AI7679.The orthometric height was determined by differential leveling and
 AI7679.adjusted in January 2001.
 AI7679
 AI7679.Photographs are available for this station.
 AI7679
 AI7679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7679
 AI7679.The Laplace correction was computed from DEFLEC09 derived deflections.
 AI7679
 AI7679.The ellipsoidal height was determined by GPS observations
 AI7679.and is referenced to NAD 83.
 AI7679
 AI7679.The dynamic height is computed by dividing the NAVD 88
 AI7679.geopotential number by the normal gravity value computed on the
 AI7679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7679.degrees latitude (g = 980.6199 gals.).
 AI7679
 AI7679.The modeled gravity was interpolated from observed gravity values.
 AI7679
 AI7679. The following values were computed from the NAD 83(2007) position.
 AI7679
 AI7679;                    North         East     Units Scale Factor Converg.
 AI7679;SPC MN S     -   194,539.927   644,576.732   MT  0.99998934   -1 21 16.7
 AI7679;SPC MN S     -   638,253.08  2,114,748.83   sFT  0.99998934   -1 21 16.7
 AI7679;UTM  15      - 4,857,651.127   264,221.543   MT  1.00028381   -2 01 55.2
 AI7679;UTM  14      - 4,858,044.353   746,612.182   MT  1.00034810   +2 07 31.6
 AI7679
 AI7679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7679!SPC MN S     -   0.99992304  x   0.99998934  =   0.99991238
 AI7679!UTM  15      -   0.99992304  x   1.00028381  =   1.00020683
 AI7679!UTM  14      -   0.99992304  x   1.00034810  =   1.00027111
 AI7679
 AI7679:                Primary Azimuth Mark                     Grid Az
 AI7679:SPC MN S     -  5308 W                                   182 40 42.3
 AI7679:UTM  15      -  5308 W                                   183 21 20.8
 AI7679:UTM  14      -  5308 W                                   179 11 54.0
 AI7679
 AI7679|---------------------------------------------------------------------|
 AI7679| PID    Reference Object                     Distance      Geod. Az  |
 AI7679|                                                           dddmmss.s |
 AI7679| AI7678 5308 W                              APPROX. 1.6 KM 1811925.6 |
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 AI7679
 AI7679                          SUPERSEDED SURVEY CONTROL